














                                  SURVEY CONTROL DATA
                                
                             STATE=ME
                             [OCTOBER  9, 2006    ]
                              Version = 7.42
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1503 ***********************************************************************
 PE1503  DESIGNATION -  1
 PE1503  PID         -  PE1503
 PE1503  STATE/COUNTY-  ME/SOMERSET
 PE1503  USGS QUAD   -  MADISON WEST (1989)
 PE1503
 PE1503                         *CURRENT SURVEY CONTROL
 PE1503  ___________________________________________________________________
 PE1503* NAD 83(1986)-  44 46 11.     (N)    069 52 32.     (W)     SCALED    
 PE1503* NAVD 88     -        61.767  (meters)     202.65   (feet)  ADJUSTED  
 PE1503  ___________________________________________________________________
 PE1503  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 PE1503  DYNAMIC HT  -          61.762 (meters)     202.63  (feet)  COMP
 PE1503  MODELED GRAV-     980,539.1   (mgal)                       NAVD 88
 PE1503
 PE1503  VERT ORDER  -  SECOND    CLASS 0
 PE1503
 PE1503.The horizontal coordinates were scaled from a topographic map and have
 PE1503.an estimated accuracy of +/- 6 seconds.
 PE1503
 PE1503.The orthometric height was determined by differential leveling
 PE1503.and adjusted by the National Geodetic Survey in June 1991..
 PE1503
 PE1503.The geoid height was determined by GEOID03.
 PE1503
 PE1503.The dynamic height is computed by dividing the NAVD 88
 PE1503.geopotential number by the normal gravity value computed on the
 PE1503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1503.degrees latitude (g = 980.6199 gals.).
 PE1503
 PE1503.The modeled gravity was interpolated from observed gravity values.
 PE1503
 PE1503;                    North         East    Units  Estimated Accuracy
 PE1503;SPC ME W     -   215,180.      923,040.      MT  (+/- 180 meters Scaled)
 PE1503
 PE1503                          SUPERSEDED SURVEY CONTROL
 PE1503
 PE1503  NGVD 29 (??/??/92)   61.950  (m)          203.25   (f) ADJ UNCH    2 0
 PE1503
 PE1503.Superseded values are not recommended for survey control.
 PE1503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1503.See file dsdata.txt to determine how the superseded data were derived.
 PE1503
 PE1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK307577(NAD 83)
 PE1503_MARKER: Z = SEE DESCRIPTION
 PE1503_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE1503_SP_SET: WALL
 PE1503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE1503
 PE1503  HISTORY     - Date     Condition        Report By
 PE1503  HISTORY     - UNK      MONUMENTED       MCRR
 PE1503  HISTORY     - 1933     GOOD             NGS
 PE1503  HISTORY     - 1934     GOOD             NGS
 PE1503
 PE1503                          STATION DESCRIPTION
 PE1503
 PE1503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PE1503'2.3 MI S FROM MADISON.
 PE1503'2.3 MILES SOUTH ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE1503'STATION AT MADISON, SOMERSET COUNTY, 22-1/2 RAILS SOUTHEAST OF
 PE1503'MILEPOST P 98-K 72, 22 RAILS SOUTHEAST OF A PRIVATE-ROAD CROSSING,
 PE1503'AT A CATTLE UNDERPASS, IN THE TOP OF THE SOUTHWEST END OF THE
 PE1503'EAST WING WALL, AND ABOUT 2 FEET LOWER THAN THE TRACK.  A
 PE1503'CHISELED POINT.
 PE1503
 PE1503                          STATION RECOVERY (1934)
 PE1503
 PE1503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PE1503'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0470 ***********************************************************************
 QG0470  DESIGNATION -  1
 QG0470  PID         -  QG0470
 QG0470  STATE/COUNTY-  ME/PENOBSCOT
 QG0470  USGS QUAD   -  HOWLAND (1988)
 QG0470
 QG0470                         *CURRENT SURVEY CONTROL
 QG0470  ___________________________________________________________________
 QG0470* NAD 83(1986)-  45 14 27.     (N)    068 39 29.     (W)     SCALED    
 QG0470* NAVD 88     -        48.965  (meters)     160.65   (feet)  ADJUSTED  
 QG0470  ___________________________________________________________________
 QG0470  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 QG0470  DYNAMIC HT  -          48.964 (meters)     160.64  (feet)  COMP
 QG0470  MODELED GRAV-     980,611.3   (mgal)                       NAVD 88
 QG0470
 QG0470  VERT ORDER  -  SECOND    CLASS 0
 QG0470
 QG0470.The horizontal coordinates were scaled from a topographic map and have
 QG0470.an estimated accuracy of +/- 6 seconds.
 QG0470
 QG0470.The orthometric height was determined by differential leveling
 QG0470.and adjusted by the National Geodetic Survey in June 1991..
 QG0470
 QG0470.The geoid height was determined by GEOID03.
 QG0470
 QG0470.The dynamic height is computed by dividing the NAVD 88
 QG0470.geopotential number by the normal gravity value computed on the
 QG0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0470.degrees latitude (g = 980.6199 gals.).
 QG0470
 QG0470.The modeled gravity was interpolated from observed gravity values.
 QG0470
 QG0470;                    North         East    Units  Estimated Accuracy
 QG0470;SPC ME E     -   174,920.      287,590.      MT  (+/- 180 meters Scaled)
 QG0470
 QG0470                          SUPERSEDED SURVEY CONTROL
 QG0470
 QG0470  NGVD 29 (??/??/92)   49.169  (m)          161.32   (f) ADJ UNCH    2 0
 QG0470
 QG0470.Superseded values are not recommended for survey control.
 QG0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0470.See file dsdata.txt to determine how the superseded data were derived.
 QG0470
 QG0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL268097(NAD 83)
 QG0470_MARKER: DD = SURVEY DISK
 QG0470_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QG0470_SP_SET: ABUTMENT
 QG0470_STAMPING: 1 1940
 QG0470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG0470
 QG0470  HISTORY     - Date     Condition        Report By
 QG0470  HISTORY     - 1940     MONUMENTED       USGS
 QG0470  HISTORY     - 1959     GOOD             NGS
 QG0470  HISTORY     - 1979     GOOD             LOCENG
 QG0470  HISTORY     - 1987     GOOD             USPSQD
 QG0470
 QG0470                          STATION DESCRIPTION
 QG0470
 QG0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QG0470'AT HOWLAND.
 QG0470'AT HOWLAND, ON TOP OF THE EAST END OF THE NORTH CONCRETE
 QG0470'ABUTMENT OF THE LARGE STATE HIGHWAY 116 BRIDGE OVER THE
 QG0470'PISCATAQUIS RIVER AT HOWLAND, 19 FEET EAST OF THE CENTER LINE
 QG0470'OF THE HIGHWAY AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE BRIDGE
 QG0470'FLOOR.
 QG0470
 QG0470                          STATION RECOVERY (1979)
 QG0470
 QG0470'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 QG0470'RECOVERED IN GOOD CONDITION.
 QG0470
 QG0470                          STATION RECOVERY (1987)
 QG0470
 QG0470'RECOVERY NOTE BY US POWER SQUADRON 1987 (ELG)
 QG0470'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0036 ***********************************************************************
 QF0036  DESIGNATION -  1 B GSC
 QF0036  PID         -  QF0036
 QF0036  STATE/COUNTY-  ME/WASHINGTON
 QF0036  USGS QUAD   -  CALAIS (1977)
 QF0036
 QF0036                         *CURRENT SURVEY CONTROL
 QF0036  ___________________________________________________________________
 QF0036* NAD 83(1986)-  45 11 16.     (N)    067 16 32.     (W)     SCALED    
 QF0036* NAVD 88     -        16.175  (meters)      53.07   (feet)  ADJUSTED  
 QF0036  ___________________________________________________________________
 QF0036  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 QF0036  DYNAMIC HT  -          16.175 (meters)      53.07  (feet)  COMP
 QF0036  MODELED GRAV-     980,621.1   (mgal)                       NAVD 88
 QF0036
 QF0036  VERT ORDER  -  FIRST     CLASS II
 QF0036
 QF0036.The horizontal coordinates were scaled from a topographic map and have
 QF0036.an estimated accuracy of +/- 6 seconds.
 QF0036
 QF0036.The orthometric height was determined by differential leveling
 QF0036.and adjusted by the National Geodetic Survey in June 1991..
 QF0036.WARNING-Repeat measurements at this control monument indicate possible
 QF0036.vertical movement.
 QF0036
 QF0036.The geoid height was determined by GEOID03.
 QF0036
 QF0036.The dynamic height is computed by dividing the NAVD 88
 QF0036.geopotential number by the normal gravity value computed on the
 QF0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0036.degrees latitude (g = 980.6199 gals.).
 QF0036
 QF0036.The modeled gravity was interpolated from observed gravity values.
 QF0036
 QF0036;                    North         East    Units  Estimated Accuracy
 QF0036;SPC ME E     -   169,740.      396,220.      MT  (+/- 180 meters Scaled)
 QF0036
 QF0036                          SUPERSEDED SURVEY CONTROL
 QF0036
 QF0036.No superseded survey control is available for this station.
 QF0036
 QF0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL354052(NAD 83)
 QF0036_MARKER: Z = SEE DESCRIPTION
 QF0036_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QF0036_SP_SET: BUILDING
 QF0036_STAMPING: 1 B GSC
 QF0036_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QF0036
 QF0036  HISTORY     - Date     Condition        Report By
 QF0036  HISTORY     - UNK      MONUMENTED       GSC
 QF0036  HISTORY     - 1953     GOOD             NGS
 QF0036  HISTORY     - 1966     GOOD             NGS
 QF0036  HISTORY     - 1978     GOOD             NGS
 QF0036  HISTORY     - 1978     GOOD             DMA
 QF0036  HISTORY     - 20050714 POOR             GEOCAC
 QF0036
 QF0036                          STATION DESCRIPTION
 QF0036
 QF0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 QF0036'AT CALAIS.
 QF0036'AT CALAIS, SET VERTICALLY IN THE NORTHEAST FACE OF THE CITY
 QF0036'BUILDING, LOCATED 1/2 BLOCK SOUTHWEST ALONG CHURCH STREET FROM
 QF0036'JUNCTION OF MAIN STREET, ON NORTHWEST SIDE OF CHURCH STREET, 10.6
 QF0036'FEET NORTHWEST OF CENTER OF DOORWAY ENTRANCE TO AUTO REGISTRATION
 QF0036'BRANCH, 3.6 FEET NORTHWEST OF NORTHWEST SIDE OF NORTHEAST WING
 QF0036'OF FRONT SECTION AND 2 1/2 FEET ABOVE LAWN.
 QF0036
 QF0036                          STATION RECOVERY (1966)
 QF0036
 QF0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 QF0036'RECOVERED IN GOOD CONDITION.
 QF0036
 QF0036                          STATION RECOVERY (1978)
 QF0036
 QF0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QF0036'RECOVERED IN GOOD CONDITION.
 QF0036
 QF0036                          STATION RECOVERY (1978)
 QF0036
 QF0036'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 QF0036'RECOVERED IN GOOD CONDITION.
 QF0036
 QF0036                          STATION RECOVERY (2005)
 QF0036
 QF0036'RECOVERY NOTE BY GEOCACHING 2005 (CEA)
 QF0036'RECOVERED IN POOR CONDITION.  THE OBJECT FOUND WHERE INDICATED BY THE
 QF0036'DESCRIPTION APPEARS TO BE THE STEM OF THE DISK.  THERE IS A LIGHTER
 QF0036'AREA ON THE BRICK AROUND THE STEM THAT IS ABOUT THE SIZE OF A DISK.
 QF0036'ON THE STEM IS AN EMBOSSED HORIZONTAL LINE, AND LETTERING THAT IS HARD
 QF0036'TO READ BUT IS LIKELY GSC 1B.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0639 ***********************************************************************
 RF0639  DESIGNATION -  1 JHS
 RF0639  PID         -  RF0639
 RF0639  STATE/COUNTY-  ME/AROOSTOOK
 RF0639  USGS QUAD   -  CLAYTON LAKE (1986)
 RF0639
 RF0639                         *CURRENT SURVEY CONTROL
 RF0639  ___________________________________________________________________
 RF0639* NAD 83(1986)-  46 37 26.     (N)    069 31 21.     (W)     SCALED    
 RF0639* NAVD 88     -       349.813  (meters)    1147.68   (feet)  ADJUSTED  
 RF0639  ___________________________________________________________________
 RF0639  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 RF0639  DYNAMIC HT  -         349.827 (meters)    1147.72  (feet)  COMP
 RF0639  MODELED GRAV-     980,642.5   (mgal)                       NAVD 88
 RF0639
 RF0639  VERT ORDER  -  SECOND    CLASS II
 RF0639
 RF0639.The horizontal coordinates were scaled from a topographic map and have
 RF0639.an estimated accuracy of +/- 6 seconds.
 RF0639
 RF0639.The orthometric height was determined by differential leveling
 RF0639.and adjusted by the National Geodetic Survey in June 1991..
 RF0639
 RF0639.The geoid height was determined by GEOID03.
 RF0639
 RF0639.The dynamic height is computed by dividing the NAVD 88
 RF0639.geopotential number by the normal gravity value computed on the
 RF0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0639.degrees latitude (g = 980.6199 gals.).
 RF0639
 RF0639.The modeled gravity was interpolated from observed gravity values.
 RF0639
 RF0639;                    North         East    Units  Estimated Accuracy
 RF0639;SPC ME E     -   329,130.      221,700.      MT  (+/- 180 meters Scaled)
 RF0639
 RF0639                          SUPERSEDED SURVEY CONTROL
 RF0639
 RF0639.No superseded survey control is available for this station.
 RF0639
 RF0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM599635(NAD 83)
 RF0639_MARKER: DD = SURVEY DISK
 RF0639_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RF0639+WITH SETTING: INFORMATION.
 RF0639_SP_SET: SHALLOW-SET METAL ROD
 RF0639_STAMPING: 1 JHS 1984
 RF0639_MARK LOGO: USGS  
 RF0639_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RF0639
 RF0639  HISTORY     - Date     Condition        Report By
 RF0639  HISTORY     - 1984     MONUMENTED       USGS-M
 RF0639
 RF0639                          STATION DESCRIPTION
 RF0639
 RF0639'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1984
 RF0639'1.0 MI NORTH FROM CLAYTON LAKE.
 RF0639'CLAYTON LAKE POST OFFICE, 1 MI (1.6 KM) N. OF, NEAR CENTER OF T.
 RF0639'11, R. 14, WELS, 136 FT (41.5 M) S. AND 1.5 FT (0.5 M) HIGHER THAN
 RF0639'X-RDS., 31 FT (9.4 M) E. OF X-RDS., 1.5 FT (0.45 M) E. OF WITNESS
 RF0639'POST, A STANDARD ROD SUPPORTED TABLET CENTERED IN PLASTIC PIPE AT
 RF0639'GROUND LEVEL.
 RF0639'THE MARK IS 1.5 FT ABOVE THE CROSS ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0599 ***********************************************************************
 RF0599  DESIGNATION -  1 JHS USGS
 RF0599  PID         -  RF0599
 RF0599  STATE/COUNTY-  ME/AROOSTOOK
 RF0599  USGS QUAD   -  BIG MACHIAS LAKE (1985)
 RF0599
 RF0599                         *CURRENT SURVEY CONTROL
 RF0599  ___________________________________________________________________
 RF0599* NAD 83(1986)-  46 41 31.     (N)    068 48 59.     (W)     SCALED    
 RF0599* NAVD 88     -       303.147  (meters)     994.57   (feet)  ADJUSTED  
 RF0599  ___________________________________________________________________
 RF0599  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 RF0599  DYNAMIC HT  -         303.172 (meters)     994.66  (feet)  COMP
 RF0599  MODELED GRAV-     980,688.0   (mgal)                       NAVD 88
 RF0599
 RF0599  VERT ORDER  -  SECOND    CLASS II
 RF0599
 RF0599.The horizontal coordinates were scaled from a topographic map and have
 RF0599.an estimated accuracy of +/- 6 seconds.
 RF0599
 RF0599.The orthometric height was determined by differential leveling
 RF0599.and adjusted by the National Geodetic Survey in June 1991..
 RF0599
 RF0599.The geoid height was determined by GEOID03.
 RF0599
 RF0599.The dynamic height is computed by dividing the NAVD 88
 RF0599.geopotential number by the normal gravity value computed on the
 RF0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0599.degrees latitude (g = 980.6199 gals.).
 RF0599
 RF0599.The modeled gravity was interpolated from observed gravity values.
 RF0599
 RF0599;                    North         East    Units  Estimated Accuracy
 RF0599;SPC ME E     -   336,230.      275,800.      MT  (+/- 180 meters Scaled)
 RF0599
 RF0599                          SUPERSEDED SURVEY CONTROL
 RF0599
 RF0599.No superseded survey control is available for this station.
 RF0599
 RF0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM140709(NAD 83)
 RF0599_MARKER: DB = BENCH MARK DISK
 RF0599_SETTING: 80 = SET IN A BOULDER
 RF0599_SP_SET: BOULDER
 RF0599_STAMPING: 1 JHS 1983
 RF0599_MARK LOGO: USGS  
 RF0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0599+STABILITY: SURFACE MOTION
 RF0599
 RF0599  HISTORY     - Date     Condition        Report By
 RF0599  HISTORY     - 1983     MONUMENTED       USGS-M
 RF0599
 RF0599                          STATION DESCRIPTION
 RF0599
 RF0599'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1983
 RF0599'22.6 MI WEST FROM ASHLAND.
 RF0599'22.3 MI (35.9 KM) WEST ALONG AMERICAN REALITY ROAD FROM ASHLAND,
 RF0599'THENCE 0.25 MI (0.4 KM) NORTHWEST ALONG ROAD FROM ITS JUNCTION WITH
 RF0599'AMERICAN REALTY ROAD NEAR NORTHWEST CORNER OF BIG MACHIAS LAKE, ABOUT
 RF0599'2 MI (3.2 KM) NORTH AND 0.3 MI (0.5 KM) EAST OF SOUTHWEST CORNER OF T.
 RF0599'12 R. 8 WELS, 21 FT (6.4 M) WEST OF ROAD, AT SLIGHT CURVE, SET IN TOP
 RF0599'OF A 7- BY 6- BY 4-FOOT PARTLY BURIED BOULDER, 3.5 FT (1.1 M) ABOVE
 RF0599'THE ROAD, 3 FT (0.9 M) EAST OF WITNESS POST, A USGS TABLET STAMPED 1
 RF0599'JHS 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0139 ***********************************************************************
 OB0139  DESIGNATION -  1 M
 OB0139  PID         -  OB0139
 OB0139  STATE/COUNTY-  ME/SAGADAHOC
 OB0139  USGS QUAD   -  BATH (1980)
 OB0139
 OB0139                         *CURRENT SURVEY CONTROL
 OB0139  ___________________________________________________________________
 OB0139* NAD 83(1986)-  43 53 18.     (N)    069 47 21.     (W)     SCALED    
 OB0139* NAVD 88     -        20.964  (meters)      68.78   (feet)  ADJUSTED  
 OB0139  ___________________________________________________________________
 OB0139  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 OB0139  DYNAMIC HT  -          20.962 (meters)      68.77  (feet)  COMP
 OB0139  MODELED GRAV-     980,524.4   (mgal)                       NAVD 88
 OB0139
 OB0139  VERT ORDER  -  SECOND    CLASS 0
 OB0139
 OB0139.The horizontal coordinates were scaled from a topographic map and have
 OB0139.an estimated accuracy of +/- 6 seconds.
 OB0139
 OB0139.The orthometric height was determined by differential leveling
 OB0139.and adjusted by the National Geodetic Survey in June 1991..
 OB0139
 OB0139.The geoid height was determined by GEOID03.
 OB0139
 OB0139.The dynamic height is computed by dividing the NAVD 88
 OB0139.geopotential number by the normal gravity value computed on the
 OB0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0139.degrees latitude (g = 980.6199 gals.).
 OB0139
 OB0139.The modeled gravity was interpolated from observed gravity values.
 OB0139
 OB0139;                    North         East    Units  Estimated Accuracy
 OB0139;SPC ME W     -   117,280.      930,330.      MT  (+/- 180 meters Scaled)
 OB0139
 OB0139                          SUPERSEDED SURVEY CONTROL
 OB0139
 OB0139  NGVD 29 (??/??/92)   21.173  (m)           69.47   (f) ADJ UNCH    2 0
 OB0139
 OB0139.Superseded values are not recommended for survey control.
 OB0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0139.See file dsdata.txt to determine how the superseded data were derived.
 OB0139
 OB0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ366597(NAD 83)
 OB0139_MARKER: DD = SURVEY DISK
 OB0139_SETTING: 66 = SET IN ROCK OUTCROP
 OB0139_SP_SET: BEDROCK
 OB0139_STAMPING: 1 M 1941 69
 OB0139_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0139+STABILITY: POSITION/ELEVATION WELL
 OB0139
 OB0139  HISTORY     - Date     Condition        Report By
 OB0139  HISTORY     - 1941     MONUMENTED       USGS
 OB0139  HISTORY     - 1963     GOOD             NGS
 OB0139  HISTORY     - 1977     GOOD             LOCENG
 OB0139  HISTORY     - 19910412 MARK NOT FOUND   USPSQD
 OB0139
 OB0139                          STATION DESCRIPTION
 OB0139
 OB0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 OB0139'1.7 MI S FROM WOOLWICH.
 OB0139'ABOUT 1.7 MILES SOUTH ALONG STATE HIGHWAY 127 FROM THE SOUTHWEST END
 OB0139'OF THE STATE HIGHWAY 127 BRIDGE OVER THE MAINE CENTRAL RAILROAD AT
 OB0139'WOOLWICH, SET ON THE TOP AND NEAR THE NORTH END OF A MASS OF EXPOSED
 OB0139'BEDROCK WHICH IS ABOUT FLUSH WITH THE GROUND, 0.05 MILE NORTH OF THE
 OB0139'ARROWSIC TOWN HALL, NEAR A Y JUNCTION, 28 FEET EAST OF THE CENTER LINE
 OB0139'OF THE HIGHWAY, 30 FEET WEST OF THE CENTER LINE OF A BLACK TOP ROAD
 OB0139'LEADING SOUTHEAST, 15 FEET SOUTHWEST OF THE HIGHEST PART OF BEDROCK, 6
 OB0139'FEET WEST-NORTHWEST OF A 10 INCH OAK TREE AND ABOUT 1 FOOT ABOVE THE
 OB0139'LEVEL OF THE HIGHWAY.
 OB0139
 OB0139                          STATION RECOVERY (1977)
 OB0139
 OB0139'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 OB0139'RECOVERED IN GOOD CONDITION.
 OB0139
 OB0139                          STATION RECOVERY (1991)
 OB0139
 OB0139'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OB0139'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0025 ***********************************************************************
 OC0025  DESIGNATION -  10 C OF P
 OC0025  PID         -  OC0025
 OC0025  STATE/COUNTY-  ME/CUMBERLAND
 OC0025  USGS QUAD   -  PORTLAND WEST (1978)
 OC0025
 OC0025                         *CURRENT SURVEY CONTROL
 OC0025  ___________________________________________________________________
 OC0025* NAD 83(1986)-  43 40 47.     (N)    070 17 21.     (W)     SCALED    
 OC0025* NAVD 88     -        27.024  (meters)      88.66   (feet)  ADJUSTED  
 OC0025  ___________________________________________________________________
 OC0025  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 OC0025  DYNAMIC HT  -          27.021 (meters)      88.65  (feet)  COMP
 OC0025  MODELED GRAV-     980,496.4   (mgal)                       NAVD 88
 OC0025
 OC0025  VERT ORDER  -  FIRST     CLASS I
 OC0025
 OC0025.The horizontal coordinates were scaled from a topographic map and have
 OC0025.an estimated accuracy of +/- 6 seconds.
 OC0025
 OC0025.The orthometric height was determined by differential leveling
 OC0025.and adjusted by the National Geodetic Survey in June 1991..
 OC0025
 OC0025.The geoid height was determined by GEOID03.
 OC0025
 OC0025.The dynamic height is computed by dividing the NAVD 88
 OC0025.geopotential number by the normal gravity value computed on the
 OC0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0025.degrees latitude (g = 980.6199 gals.).
 OC0025
 OC0025.The modeled gravity was interpolated from observed gravity values.
 OC0025
 OC0025;                    North         East    Units  Estimated Accuracy
 OC0025;SPC ME W     -    94,040.      890,120.      MT  (+/- 180 meters Scaled)
 OC0025
 OC0025                          SUPERSEDED SURVEY CONTROL
 OC0025
 OC0025  NGVD 29 (??/??/92)   27.235  (m)           89.35   (f) ADJ UNCH    1 1
 OC0025
 OC0025.Superseded values are not recommended for survey control.
 OC0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0025.See file dsdata.txt to determine how the superseded data were derived.
 OC0025
 OC0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ960371(NAD 83)
 OC0025_MARKER: B = BOLT
 OC0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC0025_SP_SET: GRANITE POST
 OC0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC0025+STABILITY: SURFACE MOTION
 OC0025
 OC0025  HISTORY     - Date     Condition        Report By
 OC0025  HISTORY     - UNK      MONUMENTED       ME6400
 OC0025  HISTORY     - 1966     GOOD             NGS
 OC0025  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 OC0025
 OC0025                          STATION DESCRIPTION
 OC0025
 OC0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 OC0025'AT PORTLAND.
 OC0025'AT PORTLAND, ABOUT 1.85 MILES NORTHWEST ALONG FOREST AVENUE FROM
 OC0025'THE POST OFFICE, NEAR THE INTERSECTION OF FOREST AVENUE AND
 OC0025'WALTON STREET (STATE HIGHWAY 9), 7.0 FEET SOUTH OF THE EXTENDED
 OC0025'SOUTH CURB OF THE STREET, 7.0 FEET EAST OF THE EXTENDED EAST
 OC0025'CURB OF THE AVENUE, ABOUT LEVEL WITH THE SIDEWALK AND SET IN THE
 OC0025'TOP OF A GRANITE POST FLUSH.
 OC0025
 OC0025                          STATION RECOVERY (1990)
 OC0025
 OC0025'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMW)
 OC0025'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0648 ***********************************************************************
 RF0648  DESIGNATION -  10 JHS
 RF0648  PID         -  RF0648
 RF0648  STATE/COUNTY-  ME/AROOSTOOK
 RF0648  USGS QUAD   -  CUNLIFFE LAKE (1986)
 RF0648
 RF0648                         *CURRENT SURVEY CONTROL
 RF0648  ___________________________________________________________________
 RF0648* NAD 83(1986)-  46 43 51.     (N)    069 29 48.     (W)     SCALED    
 RF0648* NAVD 88     -       273.172  (meters)     896.23   (feet)  ADJUSTED  
 RF0648  ___________________________________________________________________
 RF0648  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 RF0648  DYNAMIC HT  -         273.186 (meters)     896.28  (feet)  COMP
 RF0648  MODELED GRAV-     980,659.2   (mgal)                       NAVD 88
 RF0648
 RF0648  VERT ORDER  -  SECOND    CLASS II
 RF0648
 RF0648.The horizontal coordinates were scaled from a topographic map and have
 RF0648.an estimated accuracy of +/- 6 seconds.
 RF0648
 RF0648.The orthometric height was determined by differential leveling
 RF0648.and adjusted by the National Geodetic Survey in June 1991..
 RF0648
 RF0648.The geoid height was determined by GEOID03.
 RF0648
 RF0648.The dynamic height is computed by dividing the NAVD 88
 RF0648.geopotential number by the normal gravity value computed on the
 RF0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0648.degrees latitude (g = 980.6199 gals.).
 RF0648
 RF0648.The modeled gravity was interpolated from observed gravity values.
 RF0648
 RF0648;                    North         East    Units  Estimated Accuracy
 RF0648;SPC ME E     -   340,990.      223,830.      MT  (+/- 180 meters Scaled)
 RF0648
 RF0648                          SUPERSEDED SURVEY CONTROL
 RF0648
 RF0648.No superseded survey control is available for this station.
 RF0648
 RF0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM620753(NAD 83)
 RF0648_MARKER: DD = SURVEY DISK
 RF0648_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RF0648+WITH SETTING: INFORMATION.
 RF0648_SP_SET: SHALLOW-SET METAL ROD
 RF0648_STAMPING: 10 JHS 1984
 RF0648_MARK LOGO: USGS  
 RF0648_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RF0648
 RF0648  HISTORY     - Date     Condition        Report By
 RF0648  HISTORY     - 1984     MONUMENTED       USGS-M
 RF0648
 RF0648                          STATION DESCRIPTION
 RF0648
 RF0648'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1984
 RF0648'8.45 MI NORTH FROM CLAYTON LAKE.
 RF0648'CLAYTON LAKE POST OFFICE, 10.4 MI (16.7 KM) NNE. OF, ALONG RDS.
 RF0648'AND TRAILS, ABOUT 1.3 MI (2.1 KM) S. AND 1.5 MI (2.4 KM) W. OF NE.
 RF0648'COR. OF T. 12, R. 14, WELS, ABOUT 1000 FT (305 M) SW. OF RD. CROSSING
 RF0648'CUNLIFFE BROOK, 26 FT (7.9 M) SE. THENCE 34 FT (10.4 M) SW. AND 1.3 FT
 RF0648'(0.40 M) HIGHER THAN T-TRAIL SE. AT OFFSET X-TRAILS, 4.2 FT (1.3 M)
 RF0648'NW. OF WITNESS POST, A STANDARD ROD SUPPORTED TABLET CENTERED IN
 RF0648'PLASTIC PIPE AT GROUND LEVEL.
 RF0648'THE MARK IS 1.3 FT ABOVE THE TRAIL SE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0608 ***********************************************************************
 RF0608  DESIGNATION -  10 JHS USGS
 RF0608  PID         -  RF0608
 RF0608  STATE/COUNTY-  ME/AROOSTOOK
 RF0608  USGS QUAD   -  FISH RIVER LAKE SW (1985)
 RF0608
 RF0608                         *CURRENT SURVEY CONTROL
 RF0608  ___________________________________________________________________
 RF0608* NAD 83(1986)-  46 45 04.     (N)    068 58 13.     (W)     SCALED    
 RF0608* NAVD 88     -       438.255  (meters)    1437.84   (feet)  ADJUSTED  
 RF0608  ___________________________________________________________________
 RF0608  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 RF0608  DYNAMIC HT  -         438.277 (meters)    1437.91  (feet)  COMP
 RF0608  MODELED GRAV-     980,650.9   (mgal)                       NAVD 88
 RF0608
 RF0608  VERT ORDER  -  SECOND    CLASS II
 RF0608
 RF0608.The horizontal coordinates were scaled from a topographic map and have
 RF0608.an estimated accuracy of +/- 6 seconds.
 RF0608
 RF0608.The orthometric height was determined by differential leveling
 RF0608.and adjusted by the National Geodetic Survey in June 1991..
 RF0608
 RF0608.The geoid height was determined by GEOID03.
 RF0608
 RF0608.The dynamic height is computed by dividing the NAVD 88
 RF0608.geopotential number by the normal gravity value computed on the
 RF0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0608.degrees latitude (g = 980.6199 gals.).
 RF0608
 RF0608.The modeled gravity was interpolated from observed gravity values.
 RF0608
 RF0608;                    North         East    Units  Estimated Accuracy
 RF0608;SPC ME E     -   342,870.      264,070.      MT  (+/- 180 meters Scaled)
 RF0608
 RF0608                          SUPERSEDED SURVEY CONTROL
 RF0608
 RF0608.No superseded survey control is available for this station.
 RF0608
 RF0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM022775(NAD 83)
 RF0608_MARKER: DB = BENCH MARK DISK
 RF0608_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RF0608_SP_SET: COPPER-CLAD STEEL ROD
 RF0608_STAMPING: 10 JHS 1983
 RF0608_MARK LOGO: USGS  
 RF0608_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0608
 RF0608  HISTORY     - Date     Condition        Report By
 RF0608  HISTORY     - 1983     MONUMENTED       USGS-M
 RF0608
 RF0608                          STATION DESCRIPTION
 RF0608
 RF0608'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1983
 RF0608'32.25 MI WNW FROM ASHLAND.
 RF0608'22.3 MI (35.9 KM) WEST ALONG AMERICAN REALTY ROAD FROM ASHLAND, THENCE
 RF0608'9 MI (14.5 KM) NORTHWEST ALONG ROAD FROM ITS JUNCTION WITH THE
 RF0608'AMERICAN REALTY ROAD NEAR THE NORTHWEST CORNER OF BIG MACHIAS LAKE TO
 RF0608'BM 9 JHS USGS AND ROAD JUNCTION, THENCE 0.95 MI (1.5 KM) GENERALLY
 RF0608'NORTH ALONG RIGHT ROAD FORK, 41 FT (20.1 M) SOUTHEAST OF DIM TRAIL
 RF0608'LEADING NORTHEAST, AT THE SOUTHEAST EDGE OF A SMALL CLEARING, 2 FT
 RF0608'(0.6 M) SOUTH OF A WITNESS POST, 3.9 FT (1.2 M) ABOVE THE ROAD, A
 RF0608'STANDARD ROD SUPPORTED USGS TABLET CENTERED IN PLASTIC PIPE AT GROUND
 RF0608'LEVEL AND STAMPED 10 JHS 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1155 ***********************************************************************
 OC1155  DESIGNATION -  100
 OC1155  PID         -  OC1155
 OC1155  STATE/COUNTY-  ME/CUMBERLAND
 OC1155  USGS QUAD   -  PORTLAND WEST (1978)
 OC1155
 OC1155                         *CURRENT SURVEY CONTROL
 OC1155  ___________________________________________________________________
 OC1155* NAD 83(1986)-  43 38 41.     (N)    070 17 28.     (W)     SCALED    
 OC1155* NAVD 88     -         5.533  (meters)      18.15   (feet)  ADJUSTED  
 OC1155  ___________________________________________________________________
 OC1155  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 OC1155  DYNAMIC HT  -           5.532 (meters)      18.15  (feet)  COMP
 OC1155  MODELED GRAV-     980,499.2   (mgal)                       NAVD 88
 OC1155
 OC1155  VERT ORDER  -  SECOND    CLASS I
 OC1155
 OC1155.The horizontal coordinates were scaled from a topographic map and have
 OC1155.an estimated accuracy of +/- 6 seconds.
 OC1155
 OC1155.The orthometric height was determined by differential leveling
 OC1155.and adjusted by the National Geodetic Survey in June 1991..
 OC1155
 OC1155.The geoid height was determined by GEOID03.
 OC1155
 OC1155.The dynamic height is computed by dividing the NAVD 88
 OC1155.geopotential number by the normal gravity value computed on the
 OC1155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1155.degrees latitude (g = 980.6199 gals.).
 OC1155
 OC1155.The modeled gravity was interpolated from observed gravity values.
 OC1155
 OC1155;                    North         East    Units  Estimated Accuracy
 OC1155;SPC ME W     -    90,150.      889,960.      MT  (+/- 180 meters Scaled)
 OC1155
 OC1155                          SUPERSEDED SURVEY CONTROL
 OC1155
 OC1155  NGVD 29 (??/??/92)    5.750  (m)           18.86   (f) ADJ UNCH    2 1
 OC1155
 OC1155.Superseded values are not recommended for survey control.
 OC1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1155.See file dsdata.txt to determine how the superseded data were derived.
 OC1155
 OC1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ958332(NAD 83)
 OC1155_MARKER: DD = SURVEY DISK
 OC1155_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC1155_SP_SET: BRIDGE
 OC1155_STAMPING: 100 3-9-71
 OC1155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC1155
 OC1155  HISTORY     - Date     Condition        Report By
 OC1155  HISTORY     - 1971     MONUMENTED       MEDT
 OC1155  HISTORY     - 1974     GOOD             MEDT
 OC1155  HISTORY     - 19910226 GOOD             USPSQD
 OC1155
 OC1155                          STATION DESCRIPTION
 OC1155
 OC1155'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 OC1155'IN SO PORTLAND.
 OC1155'A MAINE STATE HIGHWAY COMMISSION DISK SET FLUSH IN THE SOUTH ABUTMENT
 OC1155'(SOUTH PORTLAND SIDE) OF THE I-295 BRIDGE OVER FORE RIVER, MIDWAY
 OC1155'BETWEEN THE NORTHBOUND AND SOUTHBOUND LANES OF I-295, 7.3 FEET BELOW
 OC1155'THE TOP OF THE CONCRETE RETAINING WALL AND 6.7 FEET BELOW THE
 OC1155'CENTERLINE OF I-295 SOUTHBOUND.
 OC1155
 OC1155                          STATION RECOVERY (1991)
 OC1155
 OC1155'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OC1155'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1153 ***********************************************************************
 OC1153  DESIGNATION -  100 E
 OC1153  PID         -  OC1153
 OC1153  STATE/COUNTY-  ME/CUMBERLAND
 OC1153  USGS QUAD   -  PORTLAND WEST (1978)
 OC1153
 OC1153                         *CURRENT SURVEY CONTROL
 OC1153  ___________________________________________________________________
 OC1153* NAD 83(1986)-  43 38 41.     (N)    070 17 28.     (W)     SCALED    
 OC1153* NAVD 88     -         8.460  (meters)      27.76   (feet)  ADJUSTED  
 OC1153  ___________________________________________________________________
 OC1153  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 OC1153  DYNAMIC HT  -           8.459 (meters)      27.75  (feet)  COMP
 OC1153  MODELED GRAV-     980,499.2   (mgal)                       NAVD 88
 OC1153
 OC1153  VERT ORDER  -  SECOND    CLASS I
 OC1153
 OC1153.The horizontal coordinates were scaled from a topographic map and have
 OC1153.an estimated accuracy of +/- 6 seconds.
 OC1153
 OC1153.The orthometric height was determined by differential leveling
 OC1153.and adjusted by the National Geodetic Survey in June 1991..
 OC1153
 OC1153.The geoid height was determined by GEOID03.
 OC1153
 OC1153.The dynamic height is computed by dividing the NAVD 88
 OC1153.geopotential number by the normal gravity value computed on the
 OC1153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1153.degrees latitude (g = 980.6199 gals.).
 OC1153
 OC1153.The modeled gravity was interpolated from observed gravity values.
 OC1153
 OC1153;                    North         East    Units  Estimated Accuracy
 OC1153;SPC ME W     -    90,150.      889,960.      MT  (+/- 180 meters Scaled)
 OC1153
 OC1153                          SUPERSEDED SURVEY CONTROL
 OC1153
 OC1153  NGVD 29 (??/??/92)    8.676  (m)           28.46   (f) ADJ UNCH    2 1
 OC1153
 OC1153.Superseded values are not recommended for survey control.
 OC1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1153.See file dsdata.txt to determine how the superseded data were derived.
 OC1153
 OC1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ958332(NAD 83)
 OC1153_MARKER: DD = SURVEY DISK
 OC1153_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC1153_SP_SET: BRIDGE
 OC1153_STAMPING: 100 E 3-9-73
 OC1153_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC1153
 OC1153  HISTORY     - Date     Condition        Report By
 OC1153  HISTORY     - 1973     MONUMENTED       MEDT
 OC1153  HISTORY     - 1974     GOOD             MEDT
 OC1153  HISTORY     - 19910226 GOOD             USPSQD
 OC1153
 OC1153                          STATION DESCRIPTION
 OC1153
 OC1153'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 OC1153'IN SO PORTLAND.
 OC1153'A MAINE STATE HIGHWAY COMMISSION DISK SET FLUSH IN THE TOP OF THE
 OC1153'CONCRETE ENDWALL RAILING AT THE SOUTHEAST END (SOUTH PORTLAND SIDE) OF
 OC1153'THE NORTHBOUND, 24.7 FEET NORTH OF THE CITY LINE ENTERING PORTLAND,
 OC1153'CUMBERLAND COUNTY SIGN, 5.5 FEET SOUTH OF END OF GRANITE CURBING, 1.5
 OC1153'FEET SOUTH OF THE SOUTH END OF THE ALUMINUM GUARD RAIL ALONG THE
 OC1153'DOWNSTREAM SIDE OF THE BRIDGE AND 3.5 FEET ABOVE THE PAVEMENT GRADE AT
 OC1153'THE CURB LINE.
 OC1153
 OC1153                          STATION RECOVERY (1991)
 OC1153
 OC1153'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OC1153'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1154 ***********************************************************************
 OC1154  DESIGNATION -  100 W
 OC1154  PID         -  OC1154
 OC1154  STATE/COUNTY-  ME/CUMBERLAND
 OC1154  USGS QUAD   -  PORTLAND WEST (1978)
 OC1154
 OC1154                         *CURRENT SURVEY CONTROL
 OC1154  ___________________________________________________________________
 OC1154* NAD 83(1986)-  43 38 41.     (N)    070 17 28.     (W)     SCALED    
 OC1154* NAVD 88     -         8.470  (meters)      27.79   (feet)  ADJUSTED  
 OC1154  ___________________________________________________________________
 OC1154  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 OC1154  DYNAMIC HT  -           8.468 (meters)      27.78  (feet)  COMP
 OC1154  MODELED GRAV-     980,499.2   (mgal)                       NAVD 88
 OC1154
 OC1154  VERT ORDER  -  SECOND    CLASS I
 OC1154
 OC1154.The horizontal coordinates were scaled from a topographic map and have
 OC1154.an estimated accuracy of +/- 6 seconds.
 OC1154
 OC1154.The orthometric height was determined by differential leveling
 OC1154.and adjusted by the National Geodetic Survey in June 1991..
 OC1154
 OC1154.The geoid height was determined by GEOID03.
 OC1154
 OC1154.The dynamic height is computed by dividing the NAVD 88
 OC1154.geopotential number by the normal gravity value computed on the
 OC1154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1154.degrees latitude (g = 980.6199 gals.).
 OC1154
 OC1154.The modeled gravity was interpolated from observed gravity values.
 OC1154
 OC1154;                    North         East    Units  Estimated Accuracy
 OC1154;SPC ME W     -    90,150.      889,960.      MT  (+/- 180 meters Scaled)
 OC1154
 OC1154                          SUPERSEDED SURVEY CONTROL
 OC1154
 OC1154  NGVD 29 (??/??/92)    8.686  (m)           28.50   (f) ADJ UNCH    2 1
 OC1154
 OC1154.Superseded values are not recommended for survey control.
 OC1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1154.See file dsdata.txt to determine how the superseded data were derived.
 OC1154
 OC1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ958332(NAD 83)
 OC1154_MARKER: DD = SURVEY DISK
 OC1154_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC1154_SP_SET: BRIDGE
 OC1154_STAMPING: 100 W 3-9-73
 OC1154_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC1154
 OC1154  HISTORY     - Date     Condition        Report By
 OC1154  HISTORY     - 1973     MONUMENTED       MEDT
 OC1154  HISTORY     - 1974     GOOD             MEDT
 OC1154  HISTORY     - 19910226 GOOD             USPSQD
 OC1154
 OC1154                          STATION DESCRIPTION
 OC1154
 OC1154'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 OC1154'IN SO PORTLAND.
 OC1154'A MAINE STATE HIGHWAY COMMISSION DISK SET FLUSH IN THE TOP OF THE
 OC1154'CONCRETE END WALL RAILING AT THE SOUTHWEST END (SOUTH PORTLAND SIDE)
 OC1154'OF THE I-295 BRIDGE OVER FORE RIVER, 24.8 FEET WEST OF THE CENTERLINE
 OC1154'OF I-295 SOUTHBOUND, 62.5 FEET NORTHWEST OF THE SOUTHERLY FORE RIVER
 OC1154'SIGN, 5.5 FEET NORTH FROM THE END OF GRANITE CURBING, 1.5 FEET SOUTH
 OC1154'OF SOUTH END OF THE ALUMINUM GUARD RAIL ALONG THE UPSTREAM SIDE OF THE
 OC1154'BRIDGE AND 3.5 FEET ABOVE THE PAVEMENT GRADE AT THE CURB LINE.
 OC1154
 OC1154                          STATION RECOVERY (1991)
 OC1154
 OC1154'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OC1154'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0040 ***********************************************************************
 PF0040  DESIGNATION -  1018.9
 PF0040  PID         -  PF0040
 PF0040  STATE/COUNTY-  ME/FRANKLIN
 PF0040  USGS QUAD   -  REDINGTON (1984)
 PF0040
 PF0040                         *CURRENT SURVEY CONTROL
 PF0040  ___________________________________________________________________
 PF0040* NAD 83(1986)-  44 53 47.     (N)    070 23 50.     (W)     SCALED    
 PF0040* NAVD 88     -       310.549  (meters)    1018.86   (feet)  ADJUSTED  
 PF0040  ___________________________________________________________________
 PF0040  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 PF0040  DYNAMIC HT  -         310.514 (meters)    1018.74  (feet)  COMP
 PF0040  MODELED GRAV-     980,494.1   (mgal)                       NAVD 88
 PF0040
 PF0040  VERT ORDER  -  SECOND    CLASS 0
 PF0040
 PF0040.The horizontal coordinates were scaled from a topographic map and have
 PF0040.an estimated accuracy of +/- 6 seconds.
 PF0040
 PF0040.The orthometric height was determined by differential leveling
 PF0040.and adjusted by the National Geodetic Survey in June 1991..
 PF0040
 PF0040.The geoid height was determined by GEOID03.
 PF0040
 PF0040.The dynamic height is computed by dividing the NAVD 88
 PF0040.geopotential number by the normal gravity value computed on the
 PF0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0040.degrees latitude (g = 980.6199 gals.).
 PF0040
 PF0040.The modeled gravity was interpolated from observed gravity values.
 PF0040
 PF0040;                    North         East    Units  Estimated Accuracy
 PF0040;SPC ME W     -   229,240.      881,790.      MT  (+/- 180 meters Scaled)
 PF0040
 PF0040                          SUPERSEDED SURVEY CONTROL
 PF0040
 PF0040  NGVD 29 (??/??/92)  310.685  (m)         1019.31   (f) ADJ UNCH    2 0
 PF0040
 PF0040.Superseded values are not recommended for survey control.
 PF0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0040.See file dsdata.txt to determine how the superseded data were derived.
 PF0040
 PF0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK896723(NAD 83)
 PF0040_MARKER: DD = SURVEY DISK
 PF0040_SETTING: 66 = SET IN ROCK OUTCROP
 PF0040_SP_SET: ROCK OUTCROP
 PF0040_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PF0040+STABILITY: POSITION/ELEVATION WELL
 PF0040
 PF0040  HISTORY     - Date     Condition        Report By
 PF0040  HISTORY     - UNK      MONUMENTED       USGS
 PF0040  HISTORY     - 1933     GOOD             NGS
 PF0040  HISTORY     - 1934     GOOD             NGS
 PF0040
 PF0040                          STATION DESCRIPTION
 PF0040
 PF0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PF0040'1 MI N FROM REEDS.
 PF0040'1.0 MILE NORTH ALONG THE OLD ROADBED OF THE ABANDONED SANDY
 PF0040'RIVER AND RANGELEY LAKES RAILROAD FROM REEDS, FRANKLIN COUNTY,
 PF0040'AT THE SOUTH END OF A LONG CURVE, 20 FEET EAST OF THE CENTER
 PF0040'LINE OF THE OLD ROADBED, IN THE SIDE OF A LARGE ROCK OUTCROP,
 PF0040'AND LEVEL WITH THE ROADBED.  A DRILL HOLE.
 PF0040
 PF0040                          STATION RECOVERY (1934)
 PF0040
 PF0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PF0040'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0337 ***********************************************************************
 OC0337  DESIGNATION -  102
 OC0337  PID         -  OC0337
 OC0337  STATE/COUNTY-  ME/YORK
 OC0337  USGS QUAD   -  DOVER EAST (1988)
 OC0337
 OC0337                         *CURRENT SURVEY CONTROL
 OC0337  ___________________________________________________________________
 OC0337* NAD 83(1986)-  43 13 51.     (N)    070 48 33.     (W)     SCALED    
 OC0337* NAVD 88     -        30.600  (meters)     100.39   (feet)  ADJUSTED  
 OC0337  ___________________________________________________________________
 OC0337  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 OC0337  DYNAMIC HT  -          30.595 (meters)     100.38  (feet)  COMP
 OC0337  MODELED GRAV-     980,447.5   (mgal)                       NAVD 88
 OC0337
 OC0337  VERT ORDER  -  FIRST     CLASS I
 OC0337
 OC0337.The horizontal coordinates were scaled from a topographic map and have
 OC0337.an estimated accuracy of +/- 6 seconds.
 OC0337
 OC0337.The orthometric height was determined by differential leveling
 OC0337.and adjusted by the National Geodetic Survey in June 1991..
 OC0337
 OC0337.The geoid height was determined by GEOID03.
 OC0337
 OC0337.The dynamic height is computed by dividing the NAVD 88
 OC0337.geopotential number by the normal gravity value computed on the
 OC0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0337.degrees latitude (g = 980.6199 gals.).
 OC0337
 OC0337.The modeled gravity was interpolated from observed gravity values.
 OC0337
 OC0337;                    North         East    Units  Estimated Accuracy
 OC0337;SPC ME W     -    44,360.      847,810.      MT  (+/- 180 meters Scaled)
 OC0337
 OC0337                          SUPERSEDED SURVEY CONTROL
 OC0337
 OC0337  NGVD 29 (??/??/92)   30.825  (m)          101.13   (f) ADJ UNCH    1 1
 OC0337
 OC0337.Superseded values are not recommended for survey control.
 OC0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0337.See file dsdata.txt to determine how the superseded data were derived.
 OC0337
 OC0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH530880(NAD 83)
 OC0337_MARKER: DD = SURVEY DISK
 OC0337_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OC0337_SP_SET: MILEPOST
 OC0337_STAMPING: 102
 OC0337_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC0337
 OC0337  HISTORY     - Date     Condition        Report By
 OC0337  HISTORY     - UNK      MONUMENTED       USGS
 OC0337  HISTORY     - 1966     GOOD             NGS
 OC0337  HISTORY     - 1975     POOR             NGS
 OC0337  HISTORY     - 1988     GOOD             USPSQD
 OC0337
 OC0337                          STATION DESCRIPTION
 OC0337
 OC0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 OC0337'AT SOUTH BERWICK.
 OC0337'AT SOUTH BERWICK, ABOUT 0.15 MILE SOUTHWEST ALONG STATE HIGHWAY
 OC0337'4 FROM THE BERWICK CENTRAL SCHOOL, ABOUT 55 YARDS WEST OF THE
 OC0337'JUNCTION OF STATE HIGHWAY 236 LEADING SOUTHEAST, ABOUT 55 YARDS
 OC0337'NORTHWEST OF THE NORTH CORNER OF THE FIRST BAPTIST CHURCH, 68
 OC0337'FEET NORTHWEST OF THE NORTHWEST CURB OF THE HIGHWAY, 26
 OC0337'FEET EAST OF THE EAST CORNER OF THE V.F.W. BUILDING, 13 FEET
 OC0337'SOUTHWEST OF THE CENTER LINE OF A DRIVE LEADING TO A GARAGE,
 OC0337'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF OLD RAILROAD
 OC0337'MILEPOST I 71 B 69.  NOTE-- THE ELEVATION OF THIS MARK SHOULD
 OC0337'BE USED WITH CAUTION AS MARK IS SET IN A POOR STRUCTURE.
 OC0337
 OC0337                          STATION RECOVERY (1975)
 OC0337
 OC0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 OC0337'MARK RECOVERED IN POOR CONDITION.
 OC0337
 OC0337                          STATION RECOVERY (1988)
 OC0337
 OC0337'RECOVERY NOTE BY US POWER SQUADRON 1988 (RSR)
 OC0337'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0905 ***********************************************************************
 PE0905  TIDAL BM    -  This is a Tidal Bench Mark.
 PE0905  DESIGNATION -  102
 PE0905  PID         -  PE0905
 PE0905  STATE/COUNTY-  ME/WALDO
 PE0905  USGS QUAD   -  BELFAST (1979)
 PE0905
 PE0905                         *CURRENT SURVEY CONTROL
 PE0905  ___________________________________________________________________
 PE0905* NAD 83(1986)-  44 25 33.     (N)    069 00 29.     (W)     SCALED    
 PE0905* NAVD 88     -        31.042  (meters)     101.84   (feet)  ADJUSTED  
 PE0905  ___________________________________________________________________
 PE0905  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 PE0905  DYNAMIC HT  -          31.039 (meters)     101.83  (feet)  COMP
 PE0905  MODELED GRAV-     980,542.3   (mgal)                       NAVD 88
 PE0905
 PE0905  VERT ORDER  -  SECOND    CLASS 0
 PE0905
 PE0905.The horizontal coordinates were scaled from a topographic map and have
 PE0905.an estimated accuracy of +/- 6 seconds.
 PE0905
 PE0905.The orthometric height was determined by differential leveling
 PE0905.and adjusted by the National Geodetic Survey in June 1991..
 PE0905
 PE0905.This Tidal Bench Mark is designated as VM 1872
 PE0905.by the Center for Operational Oceanographic Products and Services.
 PE0905
 PE0905.The geoid height was determined by GEOID03.
 PE0905
 PE0905.The dynamic height is computed by dividing the NAVD 88
 PE0905.geopotential number by the normal gravity value computed on the
 PE0905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0905.degrees latitude (g = 980.6199 gals.).
 PE0905
 PE0905.The modeled gravity was interpolated from observed gravity values.
 PE0905
 PE0905;                    North         East    Units  Estimated Accuracy
 PE0905;SPC ME E     -    84,470.      259,550.      MT  (+/- 180 meters Scaled)
 PE0905
 PE0905                          SUPERSEDED SURVEY CONTROL
 PE0905
 PE0905  NGVD 29 (??/??/92)   31.274  (m)          102.60   (f) ADJ UNCH    2 0
 PE0905
 PE0905.Superseded values are not recommended for survey control.
 PE0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0905.See file dsdata.txt to determine how the superseded data were derived.
 PE0905
 PE0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK993191(NAD 83)
 PE0905_MARKER: DD = SURVEY DISK
 PE0905_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE0905_SP_SET: WATER TABLE
 PE0905_STAMPING: 102.605 AUGUSTA MAINE
 PE0905_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0905
 PE0905  HISTORY     - Date     Condition        Report By
 PE0905  HISTORY     - UNK      MONUMENTED       USGS
 PE0905  HISTORY     - 1962     GOOD             NGS
 PE0905
 PE0905                          STATION DESCRIPTION
 PE0905
 PE0905'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PE0905'AT BELFAST.
 PE0905'AT BELFAST, ALONG CHURCH STREET, SET ON THE TOP OF THE WATER
 PE0905'TABLE IN THE SOUTHWEST WALL OF THE COURTHOUSE BUILDING, 38 FEET
 PE0905'NORTHEAST OF THE CENTER LINE OF CHURCH STREET, 21 FEET SOUTHEAST
 PE0905'OF THE CENTER OF THE CHURCH STREET ENTRANCE TO THE COURTHOUSE,
 PE0905'AND 1.5 FEET ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0854 ***********************************************************************
 QG0854  DESIGNATION -  1028
 QG0854  PID         -  QG0854
 QG0854  STATE/COUNTY-  ME/SOMERSET
 QG0854  USGS QUAD   -  INDIAN POND NORTH (1988)
 QG0854
 QG0854                         *CURRENT SURVEY CONTROL
 QG0854  ___________________________________________________________________
 QG0854* NAD 83(1986)-  45 36 26.     (N)    069 47 50.     (W)     SCALED    
 QG0854* NAVD 88     -       313.269  (meters)    1027.78   (feet)  ADJUSTED  
 QG0854  ___________________________________________________________________
 QG0854  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 QG0854  DYNAMIC HT  -         313.260 (meters)    1027.75  (feet)  COMP
 QG0854  MODELED GRAV-     980,577.0   (mgal)                       NAVD 88
 QG0854
 QG0854  VERT ORDER  -  SECOND    CLASS 0
 QG0854
 QG0854.The horizontal coordinates were scaled from a topographic map and have
 QG0854.an estimated accuracy of +/- 6 seconds.
 QG0854
 QG0854.The orthometric height was determined by differential leveling
 QG0854.and adjusted by the National Geodetic Survey in June 1991..
 QG0854
 QG0854.The geoid height was determined by GEOID03.
 QG0854
 QG0854.The dynamic height is computed by dividing the NAVD 88
 QG0854.geopotential number by the normal gravity value computed on the
 QG0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0854.degrees latitude (g = 980.6199 gals.).
 QG0854
 QG0854.The modeled gravity was interpolated from observed gravity values.
 QG0854
 QG0854;                    North         East    Units  Estimated Accuracy
 QG0854;SPC ME W     -   308,280.      928,820.      MT  (+/- 180 meters Scaled)
 QG0854
 QG0854                          SUPERSEDED SURVEY CONTROL
 QG0854
 QG0854  NGVD 29 (??/??/92)  313.434  (m)         1028.32   (f) ADJ UNCH    2 0
 QG0854
 QG0854.Superseded values are not recommended for survey control.
 QG0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0854.See file dsdata.txt to determine how the superseded data were derived.
 QG0854
 QG0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL378507(NAD 83)
 QG0854_MARKER: DB = BENCH MARK DISK
 QG0854_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QG0854_SP_SET: BRIDGE
 QG0854_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG0854
 QG0854  HISTORY     - Date     Condition        Report By
 QG0854  HISTORY     - UNK      MONUMENTED       USGS
 QG0854  HISTORY     - 1953     GOOD             NGS
 QG0854  HISTORY     - 1977     MARK NOT FOUND   LOCENG
 QG0854
 QG0854                          STATION DESCRIPTION
 QG0854
 QG0854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 QG0854'0.2 MI E FROM SOMERSET JUNCTION.
 QG0854'ABOUT 0.2 MILE EAST ALONG THE CANADIAN PACIFIC RAILWAY FROM THE
 QG0854'STATION AT SOMERSET JUNCTION, IN THE TOP OF THE NORTH END OF EAST
 QG0854'ABUTMENT OF RAILWAY BRIDGE OVER KENNEBEC RIVER, 4 1/2 FEET
 QG0854'NORTH OF NORTH RAIL, 3 1/2 FEET EAST OF WEST EDGE OF ABUTMENT,
 QG0854'1 FOOT SOUTH OF SOUTH EDGE OF NORTH CURBING OF EAST ABUTMENT,
 QG0854'AND UNDER ABOUT 1 FOOT OF CINDER AND GRAVEL BALLAST.
 QG0854
 QG0854                          STATION RECOVERY (1977)
 QG0854
 QG0854'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 QG0854'R.R. STATION AT SOMERSET IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0856 ***********************************************************************
 QG0856  DESIGNATION -  1028 USGS
 QG0856  PID         -  QG0856
 QG0856  STATE/COUNTY-  ME/PISCATAQUIS
 QG0856  USGS QUAD   -  MOOSEHEAD (1989)
 QG0856
 QG0856                         *CURRENT SURVEY CONTROL
 QG0856  ___________________________________________________________________
 QG0856* NAD 83(1986)-  45 35 03.     (N)    069 43 02.     (W)     SCALED    
 QG0856* NAVD 88     -       313.268  (meters)    1027.78   (feet)  ADJUSTED  
 QG0856  ___________________________________________________________________
 QG0856  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 QG0856  DYNAMIC HT  -         313.260 (meters)    1027.75  (feet)  COMP
 QG0856  MODELED GRAV-     980,582.6   (mgal)                       NAVD 88
 QG0856  OBS GRAVITY -     980,580.4   (mgal)                       GRAV_OBS
 QG0856
 QG0856  VERT ORDER  -  FIRST     CLASS II
 QG0856
 QG0856.The horizontal coordinates were scaled from a topographic map and have
 QG0856.an estimated accuracy of +/- 6 seconds.
 QG0856
 QG0856.The orthometric height was determined by differential leveling
 QG0856.and adjusted by the National Geodetic Survey in June 1991..
 QG0856.WARNING-Repeat measurements at this control monument indicate possible
 QG0856.vertical movement.
 QG0856
 QG0856.The geoid height was determined by GEOID03.
 QG0856
 QG0856.The dynamic height is computed by dividing the NAVD 88
 QG0856.geopotential number by the normal gravity value computed on the
 QG0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0856.degrees latitude (g = 980.6199 gals.).
 QG0856
 QG0856.The modeled gravity was interpolated from observed gravity values.
 QG0856.The observed gravity was obtained from relative gravimeter ties
 QG0856.to the IGSN71 gravity network.
 QG0856
 QG0856;                    North         East    Units  Estimated Accuracy
 QG0856;SPC ME E     -   213,780.      205,020.      MT  (+/- 180 meters Scaled)
 QG0856
 QG0856                          SUPERSEDED SURVEY CONTROL
 QG0856
 QG0856.No superseded survey control is available for this station.
 QG0856
 QG0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL440480(NAD 83)
 QG0856_MARKER: DD = SURVEY DISK
 QG0856_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QG0856_SP_SET: BRIDGE
 QG0856_STAMPING: 1028.374
 QG0856_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG0856
 QG0856  HISTORY     - Date     Condition        Report By
 QG0856  HISTORY     - UNK      MONUMENTED       USGS
 QG0856  HISTORY     - 1916     GOOD             NGS
 QG0856  HISTORY     - 1977     GOOD             LOCENG
 QG0856  HISTORY     - 1978     GOOD             NGS
 QG0856
 QG0856                          STATION DESCRIPTION
 QG0856
 QG0856'DESCRIBED BY NATIONAL GEODETIC SURVEY 1916
 QG0856'0.1 MI NW FROM MOOSEHEAD.
 QG0856'0.1 MILE NORTHWEST ALONG THE CANADIAN PACIFIC RAILWAY FROM THE
 QG0856'STATION AT MOOSEHEAD, PISCATAQUIS COUNTY, AT THE BRIDGE OVER
 QG0856'KENNEBEC RIVER, AND IN THE TOP OF THE SOUTHWEST END OF THE
 QG0856'SOUTHEAST BRIDGE SEAT.  A UNITED STATES GEOLOGICAL SURVEY
 QG0856'STANDARD DISK, STAMPED 1028.374.
 QG0856
 QG0856                          STATION RECOVERY (1977)
 QG0856
 QG0856'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 QG0856'0.2 MILE NORTH ALONG ACCESS ROAD TO WILSONS CAMPS FROM ROUTE 15 AT
 QG0856'BRIDGE OVER KENNEBEC RIVER.
 QG0856
 QG0856                          STATION RECOVERY (1978)
 QG0856
 QG0856'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0856'0.25 MILE SOUTHWEST ALONG LAKE STREET FROM THE ROCKWOOD POST OFFICE,
 QG0856'THENCE 6.65 MILES SOUTH ALONG STATE HIGHWAY 6 , THENCE 0.1 MILE
 QG0856'NORTHEAST ALONG A DIRT ROAD LEADING TO WILSONS CAMP, SET IN TOP
 QG0856'AND 2.5 FT EAST OF THE WEST CORNER OF THE SOUTHEAST ABUTMENT OF
 QG0856'THE CANADIAN PACIFIC RAILROAD BRIDGE OVER THE KENNEBEC RIVER AT
 QG0856'MOOSEHEAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0210 ***********************************************************************
 PF0210  DESIGNATION -  1041
 PF0210  PID         -  PF0210
 PF0210  STATE/COUNTY-  ME/OXFORD
 PF0210  USGS QUAD   -  SPECKLED MOUNTAIN (1970)
 PF0210
 PF0210                         *CURRENT SURVEY CONTROL
 PF0210  ___________________________________________________________________
 PF0210* NAD 83(1986)-  44 19 19.     (N)    070 58 18.     (W)     SCALED    
 PF0210* NAVD 88     -       317.10   (+/-2cm)    1040.4    (feet)  VERTCON   
 PF0210  ___________________________________________________________________
 PF0210  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 PF0210
 PF0210  VERT ORDER  -  ? (See Below)
 PF0210
 PF0210.The horizontal coordinates were scaled from a topographic map and have
 PF0210.an estimated accuracy of +/- 6 seconds.
 PF0210
 PF0210.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF0210.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF0210.The vertical order pertains to the NGVD 29 superseded value.
 PF0210
 PF0210.The geoid height was determined by GEOID03.
 PF0210
 PF0210;                    North         East    Units  Estimated Accuracy
 PF0210;SPC ME W     -   165,700.      835,790.      MT  (+/- 180 meters Scaled)
 PF0210
 PF0210                          SUPERSEDED SURVEY CONTROL
 PF0210
 PF0210  NGVD 29 (??/??/92)  317.207  (m)         1040.70   (f) ADJ UNCH    ?  
 PF0210
 PF0210.Superseded values are not recommended for survey control.
 PF0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0210.See file dsdata.txt to determine how the superseded data were derived.
 PF0210
 PF0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK427095(NAD 83)
 PF0210_MARKER: DD = SURVEY DISK
 PF0210_SETTING: 66 = SET IN ROCK OUTCROP
 PF0210_SP_SET: BEDROCK
 PF0210_STAMPING: 1041 ME
 PF0210_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PF0210+STABILITY: POSITION/ELEVATION WELL
 PF0210
 PF0210  HISTORY     - Date     Condition        Report By
 PF0210  HISTORY     - UNK      MONUMENTED       USGS
 PF0210  HISTORY     - 1942     GOOD             NGS
 PF0210  HISTORY     - 20041001 MARK NOT FOUND   GEOCAC
 PF0210
 PF0210                          STATION DESCRIPTION
 PF0210
 PF0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PF0210'5.8 MI S FROM GILEAD.
 PF0210'ABOUT 5.8 MILES SOUTH ALONG THE EVANS NOTCH ROAD FROM THE JUNCTION
 PF0210'OF U.S. HIGHWAY 2 AT GILEAD, OXFORD COUNTY, ABOUT 2.7 MILES
 PF0210'SOUTHEAST OF THE ROAD JUNCTION AT HASTINGS, ABOUT 100 FEET DOWNSTREAM
 PF0210'(NORTHEAST) FROM AN OLD DAM ON EVANS BROOK, 17 FEET WEST
 PF0210'OF THE CENTER LINE OF THE ROAD, IN BEDROCK, AND ABOUT 2 FEET LOWER
 PF0210'THAN THE ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 PF0210'STAMPED 1041 ME.
 PF0210
 PF0210                          STATION RECOVERY (2004)
 PF0210
 PF0210'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 PF0210'WAS NOT ABLE TO RECOVER. THE CO-ORDINATES, DESCRIPTION AND LAY OF THE
 PF0210'LAND DO NOT SEEM TO MATCH. JOHN K. SNYDER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0209 ***********************************************************************
 PF0209  DESIGNATION -  1078.2
 PF0209  PID         -  PF0209
 PF0209  STATE/COUNTY-  ME/OXFORD
 PF0209  USGS QUAD   -  SPECKLED MOUNTAIN (1970)
 PF0209
 PF0209                         *CURRENT SURVEY CONTROL
 PF0209  ___________________________________________________________________
 PF0209* NAD 83(1986)-  44 18 58.     (N)    070 58 11.     (W)     SCALED    
 PF0209* NAVD 88     -       328.52   (+/-2cm)    1077.8    (feet)  VERTCON   
 PF0209  ___________________________________________________________________
 PF0209  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 PF0209
 PF0209  VERT ORDER  -  ? (See Below)
 PF0209
 PF0209.The horizontal coordinates were scaled from a topographic map and have
 PF0209.an estimated accuracy of +/- 6 seconds.
 PF0209
 PF0209.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF0209.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF0209.The vertical order pertains to the NGVD 29 superseded value.
 PF0209
 PF0209.The geoid height was determined by GEOID03.
 PF0209
 PF0209;                    North         East    Units  Estimated Accuracy
 PF0209;SPC ME W     -   165,050.      835,940.      MT  (+/- 180 meters Scaled)
 PF0209
 PF0209                          SUPERSEDED SURVEY CONTROL
 PF0209
 PF0209  NGVD 29 (??/??/92)  328.625  (m)         1078.16   (f) ADJ UNCH    ?  
 PF0209
 PF0209.Superseded values are not recommended for survey control.
 PF0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0209.See file dsdata.txt to determine how the superseded data were derived.
 PF0209
 PF0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK429088(NAD 83)
 PF0209_MARKER: N = NAIL
 PF0209_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PF0209_SP_SET: BRIDGE
 PF0209_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0209_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PF0209+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2004
 PF0209
 PF0209  HISTORY     - Date     Condition        Report By
 PF0209  HISTORY     - UNK      MONUMENTED       USGS
 PF0209  HISTORY     - 1942     GOOD             NGS
 PF0209  HISTORY     - 1976     GOOD             NGS
 PF0209  HISTORY     - 20041001 GOOD             GEOCAC
 PF0209
 PF0209                          STATION DESCRIPTION
 PF0209
 PF0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PF0209'6.2 MI S FROM GILEAD.
 PF0209'ABOUT 6.2 MILES SOUTH ALONG THE EVANS NOTCH ROAD FROM THE JUNCTION
 PF0209'OF U.S. HIGHWAY 2 AT GILEAD, OXFORD COUNTY, ABOUT 3.1 MILES
 PF0209'SOUTHEAST OF THE ROAD JUNCTION AT HASTINGS, AT A CONCRETE BRIDGE
 PF0209'OVER EVANS BROOK, AND IN THE TOP OF THE NORTHEAST WING WALL.  A
 PF0209'UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
 PF0209
 PF0209                          STATION RECOVERY (1976)
 PF0209
 PF0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 PF0209'RECOVERED IN GOOD CONDITION.
 PF0209
 PF0209                          STATION RECOVERY (2004)
 PF0209
 PF0209'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 PF0209'RECOVERED AT DESCRIBED LOCATION IN GOOD CONDITION. JOHN K. SNYDER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0516 ***********************************************************************
 PE0516  DESIGNATION -  108
 PE0516  PID         -  PE0516
 PE0516  STATE/COUNTY-  ME/PENOBSCOT
 PE0516  USGS QUAD   -  OLD TOWN (1988)
 PE0516
 PE0516                         *CURRENT SURVEY CONTROL
 PE0516  ___________________________________________________________________
 PE0516* NAD 83(1986)-  44 56 03.     (N)    068 38 49.     (W)     SCALED    
 PE0516* NAVD 88     -        32.806  (meters)     107.63   (feet)  ADJUSTED  
 PE0516  ___________________________________________________________________
 PE0516  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 PE0516  DYNAMIC HT  -          32.805 (meters)     107.63  (feet)  COMP
 PE0516  MODELED GRAV-     980,594.3   (mgal)                       NAVD 88
 PE0516
 PE0516  VERT ORDER  -  SECOND    CLASS 0
 PE0516
 PE0516.The horizontal coordinates were scaled from a topographic map and have
 PE0516.an estimated accuracy of +/- 6 seconds.
 PE0516
 PE0516.The orthometric height was determined by differential leveling
 PE0516.and adjusted by the National Geodetic Survey in June 1991..
 PE0516
 PE0516.The geoid height was determined by GEOID03.
 PE0516
 PE0516.The dynamic height is computed by dividing the NAVD 88
 PE0516.geopotential number by the normal gravity value computed on the
 PE0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0516.degrees latitude (g = 980.6199 gals.).
 PE0516
 PE0516.The modeled gravity was interpolated from observed gravity values.
 PE0516
 PE0516;                    North         East    Units  Estimated Accuracy
 PE0516;SPC ME E     -   140,840.      288,400.      MT  (+/- 180 meters Scaled)
 PE0516
 PE0516                          SUPERSEDED SURVEY CONTROL
 PE0516
 PE0516  NGVD 29 (??/??/92)   33.014  (m)          108.31   (f) ADJ UNCH    2 0
 PE0516
 PE0516.Superseded values are not recommended for survey control.
 PE0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0516.See file dsdata.txt to determine how the superseded data were derived.
 PE0516
 PE0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK278756(NAD 83)
 PE0516_MARKER: DB = BENCH MARK DISK
 PE0516_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE0516_SP_SET: BUILDING
 PE0516_STAMPING: 108 BANGOR
 PE0516_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0516
 PE0516  HISTORY     - Date     Condition        Report By
 PE0516  HISTORY     - 1900     MONUMENTED       USGS
 PE0516  HISTORY     - 1942     GOOD             NGS
 PE0516  HISTORY     - 1988     GOOD             USPSQD
 PE0516  HISTORY     - 1989     GOOD             USPSQD
 PE0516  HISTORY     - 1990     GOOD             USPSQD
 PE0516
 PE0516                          STATION DESCRIPTION
 PE0516
 PE0516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PE0516'AT OLD TOWN.
 PE0516'AT OLD TOWN, PENOBSCOT COUNTY, AT THE INTERSECTION OF MAINE AND
 PE0516'MIDDLE STREETS, IN THE NORTH FACE OF ST. JAMES EPISCOPAL CHURCH,
 PE0516'4 INCHES FROM THE NORTHEAST CORNER, AND 2-1/2 FEET ABOVE GROUND.
 PE0516'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 108
 PE0516'BANOR AND SET VERTICALLY.
 PE0516
 PE0516                          STATION RECOVERY (1988)
 PE0516
 PE0516'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE0516'RECOVERED IN GOOD CONDITION.
 PE0516
 PE0516                          STATION RECOVERY (1989)
 PE0516
 PE0516'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELG)
 PE0516'RECOVERED IN GOOD CONDITION.
 PE0516
 PE0516                          STATION RECOVERY (1990)
 PE0516
 PE0516'RECOVERY NOTE BY US POWER SQUADRON 1990 (ELG)
 PE0516'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0865 ***********************************************************************
 PE0865  DESIGNATION -  108
 PE0865  PID         -  PE0865
 PE0865  STATE/COUNTY-  ME/LINCOLN
 PE0865  USGS QUAD   -  WALDOBORO WEST (1988)
 PE0865
 PE0865                         *CURRENT SURVEY CONTROL
 PE0865  ___________________________________________________________________
 PE0865* NAD 83(1986)-  44 06 21.     (N)    069 23 01.     (W)     SCALED    
 PE0865* NAVD 88     -        32.786  (meters)     107.57   (feet)  ADJUSTED  
 PE0865  ___________________________________________________________________
 PE0865  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 PE0865  DYNAMIC HT  -          32.782 (meters)     107.55  (feet)  COMP
 PE0865  MODELED GRAV-     980,515.7   (mgal)                       NAVD 88
 PE0865
 PE0865  VERT ORDER  -  SECOND    CLASS 0
 PE0865
 PE0865.The horizontal coordinates were scaled from a topographic map and have
 PE0865.an estimated accuracy of +/- 6 seconds.
 PE0865
 PE0865.The orthometric height was determined by differential leveling
 PE0865.and adjusted by the National Geodetic Survey in June 1991..
 PE0865
 PE0865.The geoid height was determined by GEOID03.
 PE0865
 PE0865.The dynamic height is computed by dividing the NAVD 88
 PE0865.geopotential number by the normal gravity value computed on the
 PE0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0865.degrees latitude (g = 980.6199 gals.).
 PE0865
 PE0865.The modeled gravity was interpolated from observed gravity values.
 PE0865
 PE0865;                    North         East    Units  Estimated Accuracy
 PE0865;SPC ME W     -   141,670.      962,690.      MT  (+/- 180 meters Scaled)
 PE0865
 PE0865                          SUPERSEDED SURVEY CONTROL
 PE0865
 PE0865  NGVD 29 (??/??/92)   32.994  (m)          108.25   (f) ADJ UNCH    2 0
 PE0865
 PE0865.Superseded values are not recommended for survey control.
 PE0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0865.See file dsdata.txt to determine how the superseded data were derived.
 PE0865
 PE0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ692836(NAD 83)
 PE0865_MARKER: DD = SURVEY DISK
 PE0865_SETTING: 66 = SET IN ROCK OUTCROP
 PE0865_SP_SET: ROCK OUTCROP
 PE0865_STAMPING: 108.248 1913
 PE0865_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0865+STABILITY: POSITION/ELEVATION WELL
 PE0865
 PE0865  HISTORY     - Date     Condition        Report By
 PE0865  HISTORY     - 1913     MONUMENTED       USGS
 PE0865  HISTORY     - 1963     MARK NOT FOUND   NGS
 PE0865  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 PE0865
 PE0865                          STATION DESCRIPTION
 PE0865
 PE0865'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 PE0865'AT WALDOBORO.
 PE0865'AT WALDOBORO, LINCOLN COUNTY, ON THE MAINE CENTRAL RAILROAD,
 PE0865'70 YARDS NORTHWEST OF THE NORTHWEST CORNER OF THE STATION,
 PE0865'AT THE CROSSING OF THE WINSLOWS MILLS ROAD, 83.3 FEET NORTH OF
 PE0865'THE CENTERLINE OF THE MAIN TRACK, 12 FEET WEST OF THE
 PE0865'CENTERLINE OF THE ROAD, 60 FEET SOUTHEAST OF A RESIDENCE, IN
 PE0865'THE TOP OF A LARGE FLAT ROCK OUTCROP, AND LEVEL WITH THE
 PE0865'BASE OF THE RAIL.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 PE0865'DISK, STAMPED 108.248 1913.  NOTE-- THERE HAS BEEN A PIPE
 PE0865'INSTALLED IN THE VICINITY.  DIGGING FOR SAME MAY HAVE DESTROYED
 PE0865'THE MARK.
 PE0865
 PE0865                          STATION RECOVERY (1990)
 PE0865
 PE0865'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMW)
 PE0865'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0041 ***********************************************************************
 PF0041  DESIGNATION -  1090.6
 PF0041  PID         -  PF0041
 PF0041  STATE/COUNTY-  ME/FRANKLIN
 PF0041  USGS QUAD   -  REDINGTON (1984)
 PF0041
 PF0041                         *CURRENT SURVEY CONTROL
 PF0041  ___________________________________________________________________
 PF0041* NAD 83(1986)-  44 54 26.     (N)    070 23 54.     (W)     SCALED    
 PF0041* NAVD 88     -       332.493  (meters)    1090.85   (feet)  ADJUSTED  
 PF0041  ___________________________________________________________________
 PF0041  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 PF0041  DYNAMIC HT  -         332.455 (meters)    1090.73  (feet)  COMP
 PF0041  MODELED GRAV-     980,491.7   (mgal)                       NAVD 88
 PF0041
 PF0041  VERT ORDER  -  SECOND    CLASS 0
 PF0041
 PF0041.The horizontal coordinates were scaled from a topographic map and have
 PF0041.an estimated accuracy of +/- 6 seconds.
 PF0041
 PF0041.The orthometric height was determined by differential leveling
 PF0041.and adjusted by the National Geodetic Survey in June 1991..
 PF0041
 PF0041.The geoid height was determined by GEOID03.
 PF0041
 PF0041.The dynamic height is computed by dividing the NAVD 88
 PF0041.geopotential number by the normal gravity value computed on the
 PF0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0041.degrees latitude (g = 980.6199 gals.).
 PF0041
 PF0041.The modeled gravity was interpolated from observed gravity values.
 PF0041
 PF0041;                    North         East    Units  Estimated Accuracy
 PF0041;SPC ME W     -   230,450.      881,710.      MT  (+/- 180 meters Scaled)
 PF0041
 PF0041                          SUPERSEDED SURVEY CONTROL
 PF0041
 PF0041  NGVD 29 (??/??/92)  332.628  (m)         1091.30   (f) ADJ UNCH    2 0
 PF0041
 PF0041.Superseded values are not recommended for survey control.
 PF0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0041.See file dsdata.txt to determine how the superseded data were derived.
 PF0041
 PF0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK896735(NAD 83)
 PF0041_MARKER: DD = SURVEY DISK
 PF0041_SETTING: 80 = SET IN A BOULDER
 PF0041_SP_SET: BOULDER
 PF0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0041+STABILITY: SURFACE MOTION
 PF0041
 PF0041  HISTORY     - Date     Condition        Report By
 PF0041  HISTORY     - UNK      MONUMENTED       USGS
 PF0041  HISTORY     - 1933     GOOD             NGS
 PF0041  HISTORY     - 1934     GOOD             NGS
 PF0041
 PF0041                          STATION DESCRIPTION
 PF0041
 PF0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PF0041'1.7 MI N FROM REEDS.
 PF0041'1.7 MILES NORTH ALONG THE OLD ROADBED OF THE ABANDONED SANDY RIVER
 PF0041'AND RANGELEY LAKES RAILROAD FROM REEDS, FRANKLIN COUNTY, 1.1 MILES
 PF0041'SOUTH OF PERHAM JUNCTION, 6 POLES NORTH OF A 70-FOOT BRIDGE, 10 FEET
 PF0041'EAST OF THE CENTER LINE OF THE OLD ROADBED, IN THE TOP OF A 4-FOOT
 PF0041'BOULDER, AND LEVEL WITH THE ROADBED.  A DRILL HOLE.
 PF0041
 PF0041                          STATION RECOVERY (1934)
 PF0041
 PF0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PF0041'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0437 ***********************************************************************
 PD0437  DESIGNATION -  11
 PD0437  PID         -  PD0437
 PD0437  STATE/COUNTY-  ME/WASHINGTON
 PD0437  USGS QUAD   -  JONESPORT (1977)
 PD0437
 PD0437                         *CURRENT SURVEY CONTROL
 PD0437  ___________________________________________________________________
 PD0437* NAD 83(1986)-  44 32 59.     (N)    067 37 10.     (W)     SCALED    
 PD0437* NAVD 88     -         3.100  (meters)      10.17   (feet)  ADJUSTED  
 PD0437  ___________________________________________________________________
 PD0437  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 PD0437  DYNAMIC HT  -           3.100 (meters)      10.17  (feet)  COMP
 PD0437  MODELED GRAV-     980,599.7   (mgal)                       NAVD 88
 PD0437
 PD0437  VERT ORDER  -  SECOND    CLASS 0
 PD0437
 PD0437.The horizontal coordinates were scaled from a topographic map and have
 PD0437.an estimated accuracy of +/- 6 seconds.
 PD0437
 PD0437.The orthometric height was determined by differential leveling
 PD0437.and adjusted by the National Geodetic Survey in June 1991..
 PD0437
 PD0437.The geoid height was determined by GEOID03.
 PD0437
 PD0437.The dynamic height is computed by dividing the NAVD 88
 PD0437.geopotential number by the normal gravity value computed on the
 PD0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0437.degrees latitude (g = 980.6199 gals.).
 PD0437
 PD0437.The modeled gravity was interpolated from observed gravity values.
 PD0437
 PD0437;                    North         East    Units  Estimated Accuracy
 PD0437;SPC ME E     -    98,490.      369,960.      MT  (+/- 180 meters Scaled)
 PD0437
 PD0437                          SUPERSEDED SURVEY CONTROL
 PD0437
 PD0437  NGVD 29 (??/??/92)    3.313  (m)           10.87   (f) ADJ UNCH    2 0
 PD0437
 PD0437.Superseded values are not recommended for survey control.
 PD0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0437.See file dsdata.txt to determine how the superseded data were derived.
 PD0437
 PD0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK096338(NAD 83)
 PD0437_MARKER: DD = SURVEY DISK
 PD0437_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PD0437_SP_SET: CULVERT
 PD0437_STAMPING: 11 ME 1917
 PD0437_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PD0437
 PD0437  HISTORY     - Date     Condition        Report By
 PD0437  HISTORY     - 1917     MONUMENTED       USGS
 PD0437  HISTORY     - 1962     GOOD             NGS
 PD0437
 PD0437                          STATION DESCRIPTION
 PD0437
 PD0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PD0437'2.6 MI NW FROM JONESPORT.
 PD0437'2.55 MILES NORTHWEST ALONG STATE HIGHWAY 187 FROM THE POST OFFICE
 PD0437'AT JONESPORT, 1.95 MILES SOUTH OF A CONCRETE BRIDGE OVER INDIAN
 PD0437'RIVER AT INDIAN RIVER, ALONG AN ABANDONED HIGHWAY, SET ON THE
 PD0437'TOP OF THE NORTH END OF THE EAST CONCRETE HEAD WALL OF A CULVERT
 PD0437'OVER SNARE CREEK, 164 FEET EAST OF THE CENTER LINE OF THE NEW
 PD0437'HIGHWAY, 13 FEET EAST OF THE CENTER LINE OF THE OLD HIGHWAY AND
 PD0437'ABOUT LEVEL WITH THE OLD HIGHWAY SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0649 ***********************************************************************
 RF0649  DESIGNATION -  11 JHS
 RF0649  PID         -  RF0649
 RF0649  STATE/COUNTY-  ME/AROOSTOOK
 RF0649  USGS QUAD   -  CUNLIFFE LAKE (1986)
 RF0649
 RF0649                         *CURRENT SURVEY CONTROL
 RF0649  ___________________________________________________________________
 RF0649* NAD 83(1986)-  46 44 43.     (N)    069 29 16.     (W)     SCALED    
 RF0649* NAVD 88     -       367.387  (meters)    1205.34   (feet)  ADJUSTED  
 RF0649  ___________________________________________________________________
 RF0649  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 RF0649  DYNAMIC HT  -         367.408 (meters)    1205.40  (feet)  COMP
 RF0649  MODELED GRAV-     980,661.9   (mgal)                       NAVD 88
 RF0649
 RF0649  VERT ORDER  -  SECOND    CLASS II
 RF0649
 RF0649.The horizontal coordinates were scaled from a topographic map and have
 RF0649.an estimated accuracy of +/- 6 seconds.
 RF0649
 RF0649.The orthometric height was determined by differential leveling
 RF0649.and adjusted by the National Geodetic Survey in June 1991..
 RF0649
 RF0649.The geoid height was determined by GEOID03.
 RF0649
 RF0649.The dynamic height is computed by dividing the NAVD 88
 RF0649.geopotential number by the normal gravity value computed on the
 RF0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0649.degrees latitude (g = 980.6199 gals.).
 RF0649
 RF0649.The modeled gravity was interpolated from observed gravity values.
 RF0649
 RF0649;                    North         East    Units  Estimated Accuracy
 RF0649;SPC ME E     -   342,580.      224,530.      MT  (+/- 180 meters Scaled)
 RF0649
 RF0649                          SUPERSEDED SURVEY CONTROL
 RF0649
 RF0649.No superseded survey control is available for this station.
 RF0649
 RF0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM627769(NAD 83)
 RF0649_MARKER: DD = SURVEY DISK
 RF0649_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RF0649+WITH SETTING: INFORMATION.
 RF0649_SP_SET: SHALLOW-SET METAL ROD
 RF0649_STAMPING: 11 JHS 1984
 RF0649_MARK LOGO: USGS  
 RF0649_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RF0649
 RF0649  HISTORY     - Date     Condition        Report By
 RF0649  HISTORY     - 1984     MONUMENTED       USGS-M
 RF0649
 RF0649                          STATION DESCRIPTION
 RF0649
 RF0649'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1984
 RF0649'9.5 MI NORTH FROM CLAYTON LAKE.
 RF0649'CLAYTON LAKE POST OFFICE, 11.6 MI (18.7 KM) NNE. OF ALONG RDS. AND
 RF0649'TRAILS, 0.5 MI (0.8 KM) S. AND 1 MI (1.6 KM) W. OF NE. COR. OF T. 12,
 RF0649'R. 14, WELS, 0.8 MI (1.3 KM) N. OF RD. X-ING CUNLIFFE BROOK, 0.7 MI
 RF0649'(1.1 KM) SW. OF BM 12 JHS AT JCT. OF MAIN TRAVELED RD., 50 FT (15.2 M)
 RF0649'S., 25 FT (7.6 M) E. AND 1.6 FT (0.5 M) HIGHER THAN RD. AT X-TRAILS, 9
 RF0649'FT (2.7 M) N. OF WITNESS POST, A STANDARD ROD SUPPORTED TABLET CEN-
 RF0649'TERED IN PLASTIC PIPE AT GROUND LEVEL.
 RF0649'THE MARK IS 1.6 FT ABOVE THE CROSS TRAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0609 ***********************************************************************
 RF0609  DESIGNATION -  11 JHS USGS
 RF0609  PID         -  RF0609
 RF0609  STATE/COUNTY-  ME/AROOSTOOK
 RF0609  USGS QUAD   -  FISH RIVER LAKE SW (1985)
 RF0609
 RF0609                         *CURRENT SURVEY CONTROL
 RF0609  ___________________________________________________________________
 RF0609* NAD 83(1986)-  46 45 47.     (N)    068 58 51.     (W)     SCALED    
 RF0609* NAVD 88     -       498.199  (meters)    1634.51   (feet)  ADJUSTED  
 RF0609  ___________________________________________________________________
 RF0609  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 RF0609  DYNAMIC HT  -         498.225 (meters)    1634.59  (feet)  COMP
 RF0609  MODELED GRAV-     980,650.6   (mgal)                       NAVD 88
 RF0609
 RF0609  VERT ORDER  -  SECOND    CLASS II
 RF0609
 RF0609.The horizontal coordinates were scaled from a topographic map and have
 RF0609.an estimated accuracy of +/- 6 seconds.
 RF0609
 RF0609.The orthometric height was determined by differential leveling
 RF0609.and adjusted by the National Geodetic Survey in June 1991..
 RF0609
 RF0609.The geoid height was determined by GEOID03.
 RF0609
 RF0609.The dynamic height is computed by dividing the NAVD 88
 RF0609.geopotential number by the normal gravity value computed on the
 RF0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0609.degrees latitude (g = 980.6199 gals.).
 RF0609
 RF0609.The modeled gravity was interpolated from observed gravity values.
 RF0609
 RF0609;                    North         East    Units  Estimated Accuracy
 RF0609;SPC ME E     -   344,200.      263,270.      MT  (+/- 180 meters Scaled)
 RF0609
 RF0609                          SUPERSEDED SURVEY CONTROL
 RF0609
 RF0609.No superseded survey control is available for this station.
 RF0609
 RF0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM014788(NAD 83)
 RF0609_MARKER: DB = BENCH MARK DISK
 RF0609_SETTING: 66 = SET IN ROCK OUTCROP
 RF0609_SP_SET: ROCK OUTCROP
 RF0609_STAMPING: 11 JHS 1983
 RF0609_MARK LOGO: USGS  
 RF0609_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0609+STABILITY: POSITION/ELEVATION WELL
 RF0609
 RF0609  HISTORY     - Date     Condition        Report By
 RF0609  HISTORY     - 1983     MONUMENTED       USGS-M
 RF0609
 RF0609                          STATION DESCRIPTION
 RF0609
 RF0609'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1983
 RF0609'33.35 MI WNW FROM ASHLAND.
 RF0609'22.3 MI (35.9 KM) WEST ALONG THE AMERICAN REALTY ROAD FROM ASHLAND,
 RF0609'THENCE 9 MI (14.5 KM) NORTHWEST ALONG ROAD FROM ITS JUNCTION WITH THE
 RF0609'AMERICAN REALTY ROAD NEAR THE NORTHWEST CORNER OF BIG MACHIAS LAKE TO
 RF0609'BM 9 JHS USGS AND ROAD JUNCTION, THENCE 2.05 MI (3.3 KM) GENERALLY
 RF0609'NORTH ALONG RIGHT ROAD FORK, ABOUT 0.25 MI (0.40 KM) SOUTHEAST OF
 RF0609'SHARP CURVE FROM NORTHWEST TO SOUTHWEST AND A CABIN, 25 FT (7.6 M)
 RF0609'NORTHEAST OF ROAD, 2 FT (0.61 M) SOUTHWEST OF A WITNESS POST, 3.8 FT
 RF0609'(1.2 M) ABOVE THE ROAD, SET IN THE TOP OF A 10- BY 5-FOOT HARD SHALE
 RF0609'OUTCROP, A USGS TABLET STAMPED 11 JHS 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0219 ***********************************************************************
 OB0219  DESIGNATION -  11 M 9
 OB0219  PID         -  OB0219
 OB0219  STATE/COUNTY-  ME/SAGADAHOC
 OB0219  USGS QUAD   -  SMALL POINT (1957)
 OB0219
 OB0219                         *CURRENT SURVEY CONTROL
 OB0219  ___________________________________________________________________
 OB0219* NAD 83(1986)-  43 44 24.     (N)    069 48 27.     (W)     SCALED    
 OB0219* NAVD 88     -         2.590  (meters)       8.50   (feet)  ADJUSTED  
 OB0219  ___________________________________________________________________
 OB0219  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 OB0219  DYNAMIC HT  -           2.590 (meters)       8.50  (feet)  COMP
 OB0219  MODELED GRAV-     980,519.1   (mgal)                       NAVD 88
 OB0219
 OB0219  VERT ORDER  -  SECOND    CLASS 0
 OB0219
 OB0219.The horizontal coordinates were scaled from a topographic map and have
 OB0219.an estimated accuracy of +/- 6 seconds.
 OB0219
 OB0219.The orthometric height was determined by differential leveling
 OB0219.and adjusted by the National Geodetic Survey in June 1991..
 OB0219
 OB0219.The geoid height was determined by GEOID03.
 OB0219
 OB0219.The dynamic height is computed by dividing the NAVD 88
 OB0219.geopotential number by the normal gravity value computed on the
 OB0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0219.degrees latitude (g = 980.6199 gals.).
 OB0219
 OB0219.The modeled gravity was interpolated from observed gravity values.
 OB0219
 OB0219;                    North         East    Units  Estimated Accuracy
 OB0219;SPC ME W     -   100,790.      928,930.      MT  (+/- 180 meters Scaled)
 OB0219
 OB0219                          SUPERSEDED SURVEY CONTROL
 OB0219
 OB0219  NGVD 29 (??/??/92)    2.802  (m)            9.19   (f) ADJ UNCH    2 0
 OB0219
 OB0219.Superseded values are not recommended for survey control.
 OB0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0219.See file dsdata.txt to determine how the superseded data were derived.
 OB0219
 OB0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ349433(NAD 83)
 OB0219_MARKER: DD = SURVEY DISK
 OB0219_SETTING: 66 = SET IN ROCK OUTCROP
 OB0219_SP_SET: OUTCROP BEDROCK
 OB0219_STAMPING: 11 M 1941 9
 OB0219_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0219+STABILITY: POSITION/ELEVATION WELL
 OB0219
 OB0219  HISTORY     - Date     Condition        Report By
 OB0219  HISTORY     - 1941     MONUMENTED       USGS
 OB0219  HISTORY     - 1943     GOOD             NGS
 OB0219  HISTORY     - 1983     POOR             USPSQD
 OB0219  HISTORY     - 1988     GOOD             USPSQD
 OB0219  HISTORY     - 19910404 POOR             USPSQD
 OB0219  HISTORY     - 20060710 GOOD             GEOCAC
 OB0219
 OB0219                          STATION DESCRIPTION
 OB0219
 OB0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 OB0219'1.8 MI SW FROM POPHAM BEACH.
 OB0219'1.8 MILES SOUTHWEST ALONG STATE HIGHWAY 209 FROM THE POST OFFICE AT
 OB0219'POPHAM BEACH, SAGADAHOC COUNTY, AT A SHARP HIGHWAY CURVE, 45 FEET WEST
 OB0219'OF POLE 419, 27.6 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, IN THE
 OB0219'TOP OF AN OUTCROP OF BEDROCK, AND ABOUT LEVEL WITH THE HIGHWAY. A
 OB0219'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 11 M 1941 9.
 OB0219
 OB0219                          STATION RECOVERY (1983)
 OB0219
 OB0219'RECOVERY NOTE BY US POWER SQUADRON 1983
 OB0219'MARK RECOVERED IN POOR CONDITION.
 OB0219
 OB0219                          STATION RECOVERY (1988)
 OB0219
 OB0219'RECOVERY NOTE BY US POWER SQUADRON 1988 (SLP)
 OB0219'RECOVERED IN GOOD CONDITION.
 OB0219
 OB0219                          STATION RECOVERY (1991)
 OB0219
 OB0219'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OB0219'MARK RECOVERED IN POOR CONDITION.
 OB0219
 OB0219                          STATION RECOVERY (2006)
 OB0219
 OB0219'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 OB0219' 
 OB0219' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0136 ***********************************************************************
 SF0136  DESIGNATION -  11 R USGS
 SF0136  PID         -  SF0136
 SF0136  STATE/COUNTY-  ME/AROOSTOOK
 SF0136  USGS QUAD   -  ST FRANCIS (1985)
 SF0136
 SF0136                         *CURRENT SURVEY CONTROL
 SF0136  ___________________________________________________________________
 SF0136* NAD 83(1986)-  47 10 43.     (N)    068 52 54.     (W)     SCALED    
 SF0136* NAVD 88     -       174.373  (meters)     572.09   (feet)  ADJUSTED  
 SF0136  ___________________________________________________________________
 SF0136  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 SF0136  DYNAMIC HT  -         174.393 (meters)     572.15  (feet)  COMP
 SF0136  MODELED GRAV-     980,728.1   (mgal)                       NAVD 88
 SF0136
 SF0136  VERT ORDER  -  SECOND    CLASS II
 SF0136
 SF0136.The horizontal coordinates were scaled from a topographic map and have
 SF0136.an estimated accuracy of +/- 6 seconds.
 SF0136
 SF0136.The orthometric height was determined by differential leveling
 SF0136.and adjusted by the National Geodetic Survey in June 1991..
 SF0136
 SF0136.The geoid height was determined by GEOID03.
 SF0136
 SF0136.The dynamic height is computed by dividing the NAVD 88
 SF0136.geopotential number by the normal gravity value computed on the
 SF0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0136.degrees latitude (g = 980.6199 gals.).
 SF0136
 SF0136.The modeled gravity was interpolated from observed gravity values.
 SF0136
 SF0136;                    North         East    Units  Estimated Accuracy
 SF0136;SPC ME E     -   390,350.      271,070.      MT  (+/- 180 meters Scaled)
 SF0136
 SF0136                          SUPERSEDED SURVEY CONTROL
 SF0136
 SF0136.No superseded survey control is available for this station.
 SF0136
 SF0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN089250(NAD 83)
 SF0136_MARKER: DB = BENCH MARK DISK
 SF0136_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 SF0136+WITH SETTING: PAVEMENT
 SF0136_SP_SET: CONCRETE STEP OF CHURCH
 SF0136_STAMPING: 11 R 1929
 SF0136_MARK LOGO: USGS  
 SF0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF0136+STABILITY: SURFACE MOTION
 SF0136
 SF0136  HISTORY     - Date     Condition        Report By
 SF0136  HISTORY     - 1929     MONUMENTED       USGS-E
 SF0136  HISTORY     - 1983     GOOD             USGS-M
 SF0136
 SF0136                          STATION DESCRIPTION
 SF0136
 SF0136'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1983
 SF0136'1 MI NE FROM ST FRANCIS.
 SF0136'1 MI (1.6 KM) NORTHEAST ALONG STATE HIGHWAY 161 FROM THE POST
 SF0136'OFFICE IN ST. FRANCIS, 5.1 MI (8.2 KM) NORTH AND 3.5 MI (5.6 KM) EAST
 SF0136'OF SOUTHWEST CORNER OF ST. FRANCIS TOWNSHIP, 47 FT (14.3 M) NORTH OF
 SF0136'HIGHWAY, IN WEST SIDE OF TOP STEP AT ENTRANCE TO ST. PAULS
 SF0136'CONGREGATIONAL CHURCH, A 5-INCH SQUARE METAL COVER WHICH PROVIDES
 SF0136'ACCESS TO A USGS TABLET SET IN WEST END OF SECOND CONCRETE STEP, 1.5
 SF0136'FT (0.45 M) BELOW ACCESS PLATE AND STAMPED 11 R 1929.  NOTE--WOOD
 SF0136'STEPS WERE CONSTRUCTED OVER OLD CONCRETE STEPS SO BM WOULD NOT BE
 SF0136'DISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0135 ***********************************************************************
 PE0135  DESIGNATION -  115
 PE0135  PID         -  PE0135
 PE0135  STATE/COUNTY-  ME/HANCOCK
 PE0135  USGS QUAD   -  ELLSWORTH (1981)
 PE0135
 PE0135                         *CURRENT SURVEY CONTROL
 PE0135  ___________________________________________________________________
 PE0135* NAD 83(1986)-  44 35 29.     (N)    068 26 26.     (W)     SCALED    
 PE0135* NAVD 88     -        34.98   (+/-2cm)     114.8    (feet)  VERTCON   
 PE0135  ___________________________________________________________________
 PE0135  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 PE0135
 PE0135  VERT ORDER  -  ? (See Below)
 PE0135
 PE0135.The horizontal coordinates were scaled from a topographic map and have
 PE0135.an estimated accuracy of +/- 6 seconds.
 PE0135
 PE0135.The NAVD 88 height was computed by applying the VERTCON shift value to
 PE0135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PE0135.The vertical order pertains to the NGVD 29 superseded value.
 PE0135
 PE0135.The geoid height was determined by GEOID03.
 PE0135
 PE0135;                    North         East    Units  Estimated Accuracy
 PE0135;SPC ME E     -   102,740.      304,720.      MT  (+/- 180 meters Scaled)
 PE0135
 PE0135                          SUPERSEDED SURVEY CONTROL
 PE0135
 PE0135  NGVD 29 (??/??/92)   35.167  (m)          115.38   (f) ADJ UNCH    ?  
 PE0135
 PE0135.Superseded values are not recommended for survey control.
 PE0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0135.See file dsdata.txt to determine how the superseded data were derived.
 PE0135
 PE0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK444377(NAD 83)
 PE0135_MARKER: Z = SEE DESCRIPTION
 PE0135_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE0135_SP_SET: STEP
 PE0135_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE0135
 PE0135  HISTORY     - Date     Condition        Report By
 PE0135  HISTORY     - UNK      MONUMENTED       USGS
 PE0135  HISTORY     - 1953     GOOD             NGS
 PE0135  HISTORY     - 1987     POOR             USPSQD
 PE0135
 PE0135                          STATION DESCRIPTION
 PE0135
 PE0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 PE0135'2.2 MI N FROM ELLSWORTH FALLS.
 PE0135'2.2 MILES NORTH ALONG STATE HIGHWAY 180 FROM THE JUNCTION OF
 PE0135'U.S. HIGHWAY 1 AT ELLSWORTH FALLS, AT BRIMMER DAM AND HIGH WAY
 PE0135'BRIDGE OVER UNION RIVER AND A LAKE OUTLET, A 2 1/2-INCH OUTLINED
 PE0135'SQUARE ON THE TOP OF THE SOUTHEAST CORNER OF THE EAST WING OF
 PE0135'WEST WALL OF DAM, 13 1/2 FEET SOUTH OF SOUTHEAST CORNER OF
 PE0135'BOTTOM STEP OF STEPS LEADING DOWN FROM TOP OF DAM TO THE WEST
 PE0135'WALL OF DAM, 5.8 FEET EAST OF EAST FACE OF EXTENSION OF WEST
 PE0135'WALL WHICH EXTENDS ABOUT 45 FEET TO THE SOUTH AND ABOUT 15 FEET
 PE0135'BELOW LEVEL OF HIGHWAY.
 PE0135
 PE0135                          STATION RECOVERY (1987)
 PE0135
 PE0135'RECOVERY NOTE BY US POWER SQUADRON 1987 (ELG)
 PE0135'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0270 ***********************************************************************
 QG0270  DESIGNATION -  115
 QG0270  PID         -  QG0270
 QG0270  STATE/COUNTY-  ME/PENOBSCOT
 QG0270  USGS QUAD   -  GREENBUSH (1988)
 QG0270
 QG0270                         *CURRENT SURVEY CONTROL
 QG0270  ___________________________________________________________________
 QG0270* NAD 83(1986)-  45 00 49.     (N)    068 38 17.     (W)     SCALED    
 QG0270* NAVD 88     -        34.884  (meters)     114.45   (feet)  ADJUSTED  
 QG0270  ___________________________________________________________________
 QG0270  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 QG0270  DYNAMIC HT  -          34.883 (meters)     114.45  (feet)  COMP
 QG0270  MODELED GRAV-     980,601.1   (mgal)                       NAVD 88
 QG0270
 QG0270  VERT ORDER  -  SECOND    CLASS 0
 QG0270
 QG0270.The horizontal coordinates were scaled from a topographic map and have
 QG0270.an estimated accuracy of +/- 6 seconds.
 QG0270
 QG0270.The orthometric height was determined by differential leveling
 QG0270.and adjusted by the National Geodetic Survey in June 1991..
 QG0270
 QG0270.The geoid height was determined by GEOID03.
 QG0270
 QG0270.The dynamic height is computed by dividing the NAVD 88
 QG0270.geopotential number by the normal gravity value computed on the
 QG0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0270.degrees latitude (g = 980.6199 gals.).
 QG0270
 QG0270.The modeled gravity was interpolated from observed gravity values.
 QG0270
 QG0270;                    North         East    Units  Estimated Accuracy
 QG0270;SPC ME E     -   149,670.      289,120.      MT  (+/- 180 meters Scaled)
 QG0270
 QG0270                          SUPERSEDED SURVEY CONTROL
 QG0270
 QG0270  NGVD 29 (??/??/92)   35.090  (m)          115.12   (f) ADJ UNCH    2 0
 QG0270
 QG0270.Superseded values are not recommended for survey control.
 QG0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0270.See file dsdata.txt to determine how the superseded data were derived.
 QG0270
 QG0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK285845(NAD 83)
 QG0270_MARKER: DD = SURVEY DISK
 QG0270_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QG0270_SP_SET: BRIDGE
 QG0270_STAMPING: 115 BANGOR
 QG0270_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG0270
 QG0270  HISTORY     - Date     Condition        Report By
 QG0270  HISTORY     - 1904     MONUMENTED       USGS
 QG0270  HISTORY     - 1935     GOOD             NGS
 QG0270  HISTORY     - 1989     GOOD             USPSQD
 QG0270
 QG0270                          STATION DESCRIPTION
 QG0270
 QG0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QG0270'AT COSTIGAN.
 QG0270'AT COSTIGAN, PENOBSCOT COUNTY, ABOUT 180 FEET NORTH OF THE
 QG0270'NORTH END OF THE MAINE CENTRAL RAILROAD STATION, IN THE TOP
 QG0270'OF THE CENTER OF THE SOUTH CONCRETE HEAD WALL OF A TRESTLE,
 QG0270'1.7 FEET FROM THE EAST END, AND 13.5 FEET EAST OF THE EAST
 QG0270'RAIL.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 QG0270'115 BANGOR.
 QG0270
 QG0270                          STATION RECOVERY (1989)
 QG0270
 QG0270'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELG)
 QG0270'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0518 ***********************************************************************
 PE0518  DESIGNATION -  115.38
 PE0518  PID         -  PE0518
 PE0518  STATE/COUNTY-  ME/PENOBSCOT
 PE0518  USGS QUAD   -  OLD TOWN (1988)
 PE0518
 PE0518                         *CURRENT SURVEY CONTROL
 PE0518  ___________________________________________________________________
 PE0518* NAD 83(1986)-  44 54 02.     (N)    068 40 17.     (W)     SCALED    
 PE0518* NAVD 88     -        35.060  (meters)     115.03   (feet)  ADJUSTED  
 PE0518  ___________________________________________________________________
 PE0518  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 PE0518  DYNAMIC HT  -          35.059 (meters)     115.02  (feet)  COMP
 PE0518  MODELED GRAV-     980,591.6   (mgal)                       NAVD 88
 PE0518
 PE0518  VERT ORDER  -  SECOND    CLASS 0
 PE0518
 PE0518.The horizontal coordinates were scaled from a topographic map and have
 PE0518.an estimated accuracy of +/- 6 seconds.
 PE0518
 PE0518.The orthometric height was determined by differential leveling
 PE0518.and adjusted by the National Geodetic Survey in June 1991..
 PE0518
 PE0518.The geoid height was determined by GEOID03.
 PE0518
 PE0518.The dynamic height is computed by dividing the NAVD 88
 PE0518.geopotential number by the normal gravity value computed on the
 PE0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0518.degrees latitude (g = 980.6199 gals.).
 PE0518
 PE0518.The modeled gravity was interpolated from observed gravity values.
 PE0518
 PE0518;                    North         East    Units  Estimated Accuracy
 PE0518;SPC ME E     -   137,110.      286,470.      MT  (+/- 180 meters Scaled)
 PE0518
 PE0518                          SUPERSEDED SURVEY CONTROL
 PE0518
 PE0518  NGVD 29 (??/??/92)   35.270  (m)          115.72   (f) ADJ UNCH    2 0
 PE0518
 PE0518.Superseded values are not recommended for survey control.
 PE0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0518.See file dsdata.txt to determine how the superseded data were derived.
 PE0518
 PE0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK259719(NAD 83)
 PE0518_MARKER: DD = SURVEY DISK
 PE0518_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE0518_SP_SET: BUILDING
 PE0518_STAMPING: 115.381 BANGOR JWE 89 EID 01
 PE0518_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0518_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PE0518+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2006
 PE0518
 PE0518  HISTORY     - Date     Condition        Report By
 PE0518  HISTORY     - UNK      MONUMENTED       USGS
 PE0518  HISTORY     - 1958     GOOD             NGS
 PE0518  HISTORY     - 1988     GOOD             USPSQD
 PE0518  HISTORY     - 1989     GOOD             USPSQD
 PE0518  HISTORY     - 1990     GOOD             USPSQD
 PE0518  HISTORY     - 20060602 GOOD             GEOCAC
 PE0518
 PE0518                          STATION DESCRIPTION
 PE0518
 PE0518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 PE0518'AT ORONO.
 PE0518'AT ORONO, SET VERTICALLY IN THE WEST FACE OF WINGATE HALL OF THE
 PE0518'UNIVERISTY OF MAINE, IN THE GRANITE SLAB SURROUNDING THE
 PE0518'BUILDING, 10 FEET NORTH OF THE SOUTHWEST CORNER OF THE BUILDING,
 PE0518'ABOUT 3 FEET ABOVE THE LEVEL OF THE GROUND.
 PE0518
 PE0518                          STATION RECOVERY (1988)
 PE0518
 PE0518'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE0518'RECOVERED IN GOOD CONDITION.
 PE0518
 PE0518                          STATION RECOVERY (1989)
 PE0518
 PE0518'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELG)
 PE0518'RECOVERED IN GOOD CONDITION.
 PE0518
 PE0518                          STATION RECOVERY (1990)
 PE0518
 PE0518'RECOVERY NOTE BY US POWER SQUADRON 1990 (ELG)
 PE0518'RECOVERED IN GOOD CONDITION.
 PE0518
 PE0518                          STATION RECOVERY (2006)
 PE0518
 PE0518'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 PE0518'RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT AS FOLLOWS -
 PE0518' 
 PE0518'THE BUILDING IS ON THE UNIVERSITY OF MAINE CAMPUS ON MUNSON AVENUE.
 PE0518'TO REACH THE BUILDING, PROCEED ABOUT .75 MILES NORTHWEST ON COLLEGE
 PE0518'AVENUE FROM ITS INTERSECTION WITH U.S. HIGHWAY 2 IN ORONO. THENCE
 PE0518'PROCEED ABOUT .75 MILES NORTHEAST AND NORTH ON MUNSON AVENUE TO
 PE0518'WINGATE HALL ON THE LEFT (WEST).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0464 ***********************************************************************
 PD0464  DESIGNATION -  117
 PD0464  PID         -  PD0464
 PD0464  STATE/COUNTY-  ME/WASHINGTON
 PD0464  USGS QUAD   -  JONESPORT (1977)
 PD0464
 PD0464                         *CURRENT SURVEY CONTROL
 PD0464  ___________________________________________________________________
 PD0464* NAD 83(1986)-  44 37 16.     (N)    067 36 18.     (W)     SCALED    
 PD0464* NAVD 88     -        35.490  (meters)     116.44   (feet)  ADJUSTED  
 PD0464  ___________________________________________________________________
 PD0464  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 PD0464  DYNAMIC HT  -          35.489 (meters)     116.43  (feet)  COMP
 PD0464  MODELED GRAV-     980,586.6   (mgal)                       NAVD 88
 PD0464
 PD0464  VERT ORDER  -  SECOND    CLASS 0
 PD0464
 PD0464.The horizontal coordinates were scaled from a topographic map and have
 PD0464.an estimated accuracy of +/- 6 seconds.
 PD0464
 PD0464.The orthometric height was determined by differential leveling
 PD0464.and adjusted by the National Geodetic Survey in June 1991..
 PD0464
 PD0464.The geoid height was determined by GEOID03.
 PD0464
 PD0464.The dynamic height is computed by dividing the NAVD 88
 PD0464.geopotential number by the normal gravity value computed on the
 PD0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0464.degrees latitude (g = 980.6199 gals.).
 PD0464
 PD0464.The modeled gravity was interpolated from observed gravity values.
 PD0464
 PD0464;                    North         East    Units  Estimated Accuracy
 PD0464;SPC ME E     -   106,430.      371,020.      MT  (+/- 180 meters Scaled)
 PD0464
 PD0464                          SUPERSEDED SURVEY CONTROL
 PD0464
 PD0464  NGVD 29 (??/??/92)   35.703  (m)          117.14   (f) ADJ UNCH    2 0
 PD0464
 PD0464.Superseded values are not recommended for survey control.
 PD0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0464.See file dsdata.txt to determine how the superseded data were derived.
 PD0464
 PD0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK106418(NAD 83)
 PD0464_MARKER: DD = SURVEY DISK
 PD0464_SETTING: 80 = SET IN A BOULDER
 PD0464_SP_SET: BOULDER
 PD0464_STAMPING: 117
 PD0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0464+STABILITY: SURFACE MOTION
 PD0464
 PD0464  HISTORY     - Date     Condition        Report By
 PD0464  HISTORY     - UNK      MONUMENTED       USGS
 PD0464  HISTORY     - 1962     GOOD             NGS
 PD0464
 PD0464                          STATION DESCRIPTION
 PD0464
 PD0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PD0464'3.6 MI SW FROM JONESBORO.
 PD0464'1.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE CONCRETE BRIDGE
 PD0464'OVER THE CHANDLER RIVER AT JONESBORO, THENCE 2.2 MILES SOUTH
 PD0464'ALONG STATE HIGHWAY 187, 0.15 MILE NORTHEAST OF THE ENTRANCE
 PD0464'TO THE BAY VIEW CEMETERY, SET ON THE TOP OF AN 8-BY-6 FOOT BOULDER
 PD0464'PROJECTING 2 FEET ABOVE THE GROUND, IN A CLEARED FIELD, 195
 PD0464'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 17 FEET EAST OF THE
 PD0464'CENTER LINE OF A FIELD ROAD, 260 FEET NORTHEAST OF POWER LINE
 PD0464'POLE NO. 1-240 AND ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0007 ***********************************************************************
 QH0007  DESIGNATION -  1171
 QH0007  PID         -  QH0007
 QH0007  STATE/COUNTY-  ME/SOMERSET
 QH0007  USGS QUAD   -  ATTEAN POND (1997)
 QH0007
 QH0007                         *CURRENT SURVEY CONTROL
 QH0007  ___________________________________________________________________
 QH0007* NAD 83(1986)-  45 35 48.     (N)    070 15 22.     (W)     SCALED    
 QH0007* NAVD 88     -       356.69   (+/-2cm)    1170.2    (feet)  VERTCON   
 QH0007  ___________________________________________________________________
 QH0007  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 QH0007
 QH0007  VERT ORDER  -  ? (See Below)
 QH0007
 QH0007.The horizontal coordinates were scaled from a topographic map and have
 QH0007.an estimated accuracy of +/- 6 seconds.
 QH0007
 QH0007.The NAVD 88 height was computed by applying the VERTCON shift value to
 QH0007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QH0007.The vertical order pertains to the NGVD 29 superseded value.
 QH0007
 QH0007.The geoid height was determined by GEOID03.
 QH0007
 QH0007;                    North         East    Units  Estimated Accuracy
 QH0007;SPC ME W     -   307,050.      893,020.      MT  (+/- 180 meters Scaled)
 QH0007
 QH0007                          SUPERSEDED SURVEY CONTROL
 QH0007
 QH0007  NGVD 29 (??/??/92)  356.833  (m)         1170.71   (f) ADJ UNCH    ?  
 QH0007
 QH0007.Superseded values are not recommended for survey control.
 QH0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0007.See file dsdata.txt to determine how the superseded data were derived.
 QH0007
 QH0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL020500(NAD 83)
 QH0007_MARKER: DD = SURVEY DISK
 QH0007_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QH0007_SP_SET: BRIDGE SEAT
 QH0007_STAMPING: 1170.710
 QH0007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QH0007
 QH0007  HISTORY     - Date     Condition        Report By
 QH0007  HISTORY     - UNK      MONUMENTED       USGS
 QH0007  HISTORY     - 1916     GOOD             NGS
 QH0007  HISTORY     - 1934     GOOD             USGS
 QH0007  HISTORY     - 1978     MARK NOT FOUND   NGS
 QH0007
 QH0007                          STATION DESCRIPTION
 QH0007
 QH0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1916
 QH0007'2 MI S FROM JACKMAN STATION.
 QH0007'2.0 MILES SOUTH ALONG THE CANADIAN PACIFIC RAILWAY FROM JACKMAN
 QH0007'STATION, SOMERSET COUNTY, AT MILEAGE 75.5, AT THE BRIDGE OVER THE
 QH0007'STREAM CONNECTING WOOD POND AND ATTEAN POND, AND IN THE TOP OF
 QH0007'THE NORTH END OF THE EAST BRIDGE SEAT.  A UNITED STATES
 QH0007'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1170.710.
 QH0007
 QH0007                          STATION RECOVERY (1934)
 QH0007
 QH0007'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1934
 QH0007'RECOVERED IN GOOD CONDITION.
 QH0007
 QH0007                          STATION RECOVERY (1978)
 QH0007
 QH0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QH0007'MARK SEARCHED BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0256 ***********************************************************************
 PF0256  DESIGNATION -  1176.9
 PF0256  PID         -  PF0256
 PF0256  STATE/COUNTY-  ME/FRANKLIN
 PF0256  USGS QUAD   -  HOUGHTON (1984)
 PF0256
 PF0256                         *CURRENT SURVEY CONTROL
 PF0256  ___________________________________________________________________
 PF0256* NAD 83(1986)-  44 46 33.     (N)    070 40 03.     (W)     SCALED    
 PF0256* NAVD 88     -       359.00   (+/-2cm)    1177.8    (feet)  VERTCON   
 PF0256  ___________________________________________________________________
 PF0256  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 PF0256
 PF0256  VERT ORDER  -  ? (See Below)
 PF0256
 PF0256.The horizontal coordinates were scaled from a topographic map and have
 PF0256.an estimated accuracy of +/- 6 seconds.
 PF0256
 PF0256.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF0256.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF0256.The vertical order pertains to the NGVD 29 superseded value.
 PF0256
 PF0256.The geoid height was determined by GEOID03.
 PF0256
 PF0256;                    North         East    Units  Estimated Accuracy
 PF0256;SPC ME W     -   215,940.      860,360.      MT  (+/- 180 meters Scaled)
 PF0256
 PF0256                          SUPERSEDED SURVEY CONTROL
 PF0256
 PF0256  NGVD 29 (??/??/92)  359.121  (m)         1178.22   (f) ADJ UNCH    ?  
 PF0256
 PF0256.Superseded values are not recommended for survey control.
 PF0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0256.See file dsdata.txt to determine how the superseded data were derived.
 PF0256
 PF0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK680594(NAD 83)
 PF0256_MARKER: H = DRILL HOLE
 PF0256_SETTING: 80 = SET IN A BOULDER
 PF0256_SP_SET: BOULDER
 PF0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0256+STABILITY: SURFACE MOTION
 PF0256
 PF0256  HISTORY     - Date     Condition        Report By
 PF0256  HISTORY     - UNK      MONUMENTED       USGS
 PF0256  HISTORY     - 1933     GOOD             NGS
 PF0256  HISTORY     - 1934     GOOD             NGS
 PF0256
 PF0256                          STATION DESCRIPTION
 PF0256
 PF0256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PF0256'1.1 MI NW FROM HOUGHTON.
 PF0256'IN FRANKLIN COUNTY, 1.1 MILES NORTHWEST ALONG THE OLD ROADBED
 PF0256'OF THE ABANDONED MAINE CENTRAL RAILROAD FROM HOUGHTON, OXFORD
 PF0256'COUNTY, ABOUT 500 FEET SOUTHEAST OF A SMALL BRIDGE OVER A BROOK,
 PF0256'10 YARDS SOUTHWEST OF THE CENTER LINE OF THE OLD ROADBED, AND
 PF0256'IN THE TOP OF A LARGE BOULDER.  A DRILL HOLE, PAINTED 1176.9.
 PF0256
 PF0256                          STATION RECOVERY (1934)
 PF0256
 PF0256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PF0256'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0513 ***********************************************************************
 OC0513  TIDAL BM    -  This is a Tidal Bench Mark.
 OC0513  DESIGNATION -  12
 OC0513  PID         -  OC0513
 OC0513  STATE/COUNTY-  ME/YORK
 OC0513  USGS QUAD   -  KITTERY (1989)
 OC0513
 OC0513                         *CURRENT SURVEY CONTROL
 OC0513  ___________________________________________________________________
 OC0513* NAD 83(1986)-  43 04 52.     (N)    070 44 21.     (W)     SCALED    
 OC0513* NAVD 88     -         5.758  (meters)      18.89   (feet)  ADJUSTED  
 OC0513  ___________________________________________________________________
 OC0513  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 OC0513  DYNAMIC HT  -           5.757 (meters)      18.89  (feet)  COMP
 OC0513  MODELED GRAV-     980,459.4   (mgal)                       NAVD 88
 OC0513
 OC0513  VERT ORDER  -  SECOND    CLASS 0
 OC0513
 OC0513.The horizontal coordinates were scaled from a topographic map and have
 OC0513.an estimated accuracy of +/- 6 seconds.
 OC0513
 OC0513.The orthometric height was determined by differential leveling
 OC0513.and adjusted by the National Geodetic Survey in June 1991..
 OC0513
 OC0513.This Tidal Bench Mark is designated as VM 1984
 OC0513.by the Center for Operational Oceanographic Products and Services.
 OC0513
 OC0513.The geoid height was determined by GEOID03.
 OC0513
 OC0513.The dynamic height is computed by dividing the NAVD 88
 OC0513.geopotential number by the normal gravity value computed on the
 OC0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0513.degrees latitude (g = 980.6199 gals.).
 OC0513
 OC0513.The modeled gravity was interpolated from observed gravity values.
 OC0513
 OC0513;                    North         East    Units  Estimated Accuracy
 OC0513;SPC ME W     -    27,680.      853,380.      MT  (+/- 180 meters Scaled)
 OC0513
 OC0513                          SUPERSEDED SURVEY CONTROL
 OC0513
 OC0513  NGVD 29 (??/??/92)    5.992  (m)           19.66   (f) ADJ UNCH    2 0
 OC0513
 OC0513.Superseded values are not recommended for survey control.
 OC0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0513.See file dsdata.txt to determine how the superseded data were derived.
 OC0513
 OC0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH584712(NAD 83)
 OC0513_MARKER: Q = CHISELED SQUARE
 OC0513_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OC0513_SP_SET: STEP
 OC0513_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC0513
 OC0513  HISTORY     - Date     Condition        Report By
 OC0513  HISTORY     - UNK      MONUMENTED       USN
 OC0513  HISTORY     - 1943     GOOD             NGS
 OC0513  HISTORY     - 1954     GOOD             NGS
 OC0513  HISTORY     - 1988     GOOD             USPSQD
 OC0513  HISTORY     - 19891127 GOOD             USPSQD
 OC0513
 OC0513                          STATION DESCRIPTION
 OC0513
 OC0513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 OC0513'AT PORTSMOUTH NAVY YARD.
 OC0513'1.4 MILES SOUTHEAST OF KITTERY, YORK COUNTY, ON SEAVEY ISLAND,
 OC0513'AT PORTSMOUTH NAVY YARD, AT THE NORTHEAST ENTRANCE TO BUILDING
 OC0513'13, AND ON THE SECOND STEP.
 OC0513
 OC0513                          STATION RECOVERY (1954)
 OC0513
 OC0513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 OC0513'RECOVERED IN GOOD CONDITION.
 OC0513
 OC0513                          STATION RECOVERY (1988)
 OC0513
 OC0513'RECOVERY NOTE BY US POWER SQUADRON 1988 (RSR)
 OC0513'RECOVERED IN GOOD CONDITION.
 OC0513
 OC0513                          STATION RECOVERY (1989)
 OC0513
 OC0513'RECOVERY NOTE BY US POWER SQUADRON 1989 (RSP)
 OC0513'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0027 ***********************************************************************
 OC0027  DESIGNATION -  12 C OF P
 OC0027  PID         -  OC0027
 OC0027  STATE/COUNTY-  ME/CUMBERLAND
 OC0027  USGS QUAD   -  PORTLAND WEST (1978)
 OC0027
 OC0027                         *CURRENT SURVEY CONTROL
 OC0027  ___________________________________________________________________
 OC0027* NAD 83(1986)-  43 41 19.     (N)    070 17 38.     (W)     SCALED    
 OC0027* NAVD 88     -        32.808  (meters)     107.64   (feet)  ADJUSTED  
 OC0027  ___________________________________________________________________
 OC0027  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 OC0027  DYNAMIC HT  -          32.804 (meters)     107.62  (feet)  COMP
 OC0027  MODELED GRAV-     980,495.2   (mgal)                       NAVD 88
 OC0027
 OC0027  VERT ORDER  -  FIRST     CLASS I
 OC0027
 OC0027.The horizontal coordinates were scaled from a topographic map and have
 OC0027.an estimated accuracy of +/- 6 seconds.
 OC0027
 OC0027.The orthometric height was determined by differential leveling
 OC0027.and adjusted by the National Geodetic Survey in June 1991..
 OC0027
 OC0027.The geoid height was determined by GEOID03.
 OC0027
 OC0027.The dynamic height is computed by dividing the NAVD 88
 OC0027.geopotential number by the normal gravity value computed on the
 OC0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0027.degrees latitude (g = 980.6199 gals.).
 OC0027
 OC0027.The modeled gravity was interpolated from observed gravity values.
 OC0027
 OC0027;                    North         East    Units  Estimated Accuracy
 OC0027;SPC ME W     -    95,020.      889,740.      MT  (+/- 180 meters Scaled)
 OC0027
 OC0027                          SUPERSEDED SURVEY CONTROL
 OC0027
 OC0027  NGVD 29 (??/??/92)   33.017  (m)          108.32   (f) ADJ UNCH    1 1
 OC0027
 OC0027.Superseded values are not recommended for survey control.
 OC0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0027.See file dsdata.txt to determine how the superseded data were derived.
 OC0027
 OC0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ957381(NAD 83)
 OC0027_MARKER: B = BOLT
 OC0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC0027_SP_SET: GRANITE POST
 OC0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC0027+STABILITY: SURFACE MOTION
 OC0027
 OC0027  HISTORY     - Date     Condition        Report By
 OC0027  HISTORY     - UNK      MONUMENTED       ME6400
 OC0027  HISTORY     - 1966     GOOD             NGS
 OC0027  HISTORY     - 20060530 MARK NOT FOUND   USPSQD
 OC0027
 OC0027                          STATION DESCRIPTION
 OC0027
 OC0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 OC0027'2.5 MI NW FROM PORTLAND.
 OC0027'AT PORTLAND, ABOUT 2.5 MILES NORTHWEST ALONG FOREST AVENUE FROM
 OC0027'THE POST OFFICE, NEAR THE INTERSECTION OF FOREST AVENUE AND ALLEN
 OC0027'AVENUE, 6.0 FEET WEST OF THE WEST CURB OF FOREST AVENUE, 6.5 FEET
 OC0027'NORTH OF THE NORTH CURB OF ALLEN AVENUE, ABOUT LEVEL WITH THE
 OC0027'SIDEWALK AND SET IN THE TOP OF A GRANITE POST FLUSH.
 OC0027
 OC0027                          STATION RECOVERY (2006)
 OC0027
 OC0027'RECOVERY NOTE BY US POWER SQUADRON 2006 (AMW)
 OC0027'THE INTERSECTION HAS BEEN CHANGED. THE AREA IS NOW PART OF THE
 OC0027'ROADWAY. THE MARK HAS PROBABLY BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0650 ***********************************************************************
 RF0650  DESIGNATION -  12 JHS
 RF0650  PID         -  RF0650
 RF0650  STATE/COUNTY-  ME/AROOSTOOK
 RF0650  USGS QUAD   -  BLUE BROOK (1986)
 RF0650
 RF0650                         *CURRENT SURVEY CONTROL
 RF0650  ___________________________________________________________________
 RF0650* NAD 83(1986)-  46 45 06.     (N)    069 28 46.     (W)     SCALED    
 RF0650* NAVD 88     -       387.731  (meters)    1272.08   (feet)  ADJUSTED  
 RF0650  ___________________________________________________________________
 RF0650  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 RF0650  DYNAMIC HT  -         387.755 (meters)    1272.16  (feet)  COMP
 RF0650  MODELED GRAV-     980,663.3   (mgal)                       NAVD 88
 RF0650
 RF0650  VERT ORDER  -  SECOND    CLASS II
 RF0650
 RF0650.The horizontal coordinates were scaled from a topographic map and have
 RF0650.an estimated accuracy of +/- 6 seconds.
 RF0650
 RF0650.The orthometric height was determined by differential leveling
 RF0650.and adjusted by the National Geodetic Survey in June 1991..
 RF0650
 RF0650.The geoid height was determined by GEOID03.
 RF0650
 RF0650.The dynamic height is computed by dividing the NAVD 88
 RF0650.geopotential number by the normal gravity value computed on the
 RF0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0650.degrees latitude (g = 980.6199 gals.).
 RF0650
 RF0650.The modeled gravity was interpolated from observed gravity values.
 RF0650
 RF0650;                    North         East    Units  Estimated Accuracy
 RF0650;SPC ME E     -   343,290.      225,170.      MT  (+/- 180 meters Scaled)
 RF0650
 RF0650                          SUPERSEDED SURVEY CONTROL
 RF0650
 RF0650.No superseded survey control is available for this station.
 RF0650
 RF0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM633776(NAD 83)
 RF0650_MARKER: DD = SURVEY DISK
 RF0650_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RF0650+WITH SETTING: INFORMATION.
 RF0650_SP_SET: SHALLOW-SET METAL ROD
 RF0650_STAMPING: 12 JHS 1984
 RF0650_MARK LOGO: USGS  
 RF0650_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RF0650
 RF0650  HISTORY     - Date     Condition        Report By
 RF0650  HISTORY     - 1984     MONUMENTED       USGS-M
 RF0650
 RF0650                          STATION DESCRIPTION
 RF0650
 RF0650'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1984
 RF0650'10.0 MI NNE FROM CLAYTON LAKE.
 RF0650'CLAYTON LAKE POST OFFICE, 0.8 MI (1.3 KM) NW. OF THENCE 13.9 MI
 RF0650'(22.4 KM) N. ALONG MAIN TRAVELED RD., ABOUT 0.5 MI (0.8 KM) W. OF SE.
 RF0650'COR. OF T. 13, R. 14, WELS, AT JCT. OF RD. LEADING SW. TO CUNLIFFE
 RF0650'BROOK, 65 FT (19.8 M) SW. THENCE 36 FT (11 M) SE. AND 4.6 FT (1.4 M)
 RF0650'HIGHER THAN T-RD. SW., 2.9 FT (0.9 M) NE. OF WITNESS POST, A STANDARD
 RF0650'ROD SUPPORTED TABLET CENTERED IN PLASTIC PIPE AT GROUND LEVEL.
 RF0650'THE MARK IS 4.6 FT ABOVE THE ROAD SW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0610 ***********************************************************************
 RF0610  DESIGNATION -  12 JHS USGS
 RF0610  PID         -  RF0610
 RF0610  STATE/COUNTY-  ME/AROOSTOOK
 RF0610  USGS QUAD   -  FISH RIVER LAKE SW (1985)
 RF0610
 RF0610                         *CURRENT SURVEY CONTROL
 RF0610  ___________________________________________________________________
 RF0610* NAD 83(1986)-  46 46 00.     (N)    068 59 50.     (W)     SCALED    
 RF0610* NAVD 88     -       475.682  (meters)    1560.63   (feet)  ADJUSTED  
 RF0610  ___________________________________________________________________
 RF0610  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 RF0610  DYNAMIC HT  -         475.708 (meters)    1560.72  (feet)  COMP
 RF0610  MODELED GRAV-     980,652.7   (mgal)                       NAVD 88
 RF0610
 RF0610  VERT ORDER  -  SECOND    CLASS II
 RF0610
 RF0610.The horizontal coordinates were scaled from a topographic map and have
 RF0610.an estimated accuracy of +/- 6 seconds.
 RF0610
 RF0610.The orthometric height was determined by differential leveling
 RF0610.and adjusted by the National Geodetic Survey in June 1991..
 RF0610
 RF0610.The geoid height was determined by GEOID03.
 RF0610
 RF0610.The dynamic height is computed by dividing the NAVD 88
 RF0610.geopotential number by the normal gravity value computed on the
 RF0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0610.degrees latitude (g = 980.6199 gals.).
 RF0610
 RF0610.The modeled gravity was interpolated from observed gravity values.
 RF0610
 RF0610;                    North         East    Units  Estimated Accuracy
 RF0610;SPC ME E     -   344,610.      262,020.      MT  (+/- 180 meters Scaled)
 RF0610
 RF0610                          SUPERSEDED SURVEY CONTROL
 RF0610
 RF0610.No superseded survey control is available for this station.
 RF0610
 RF0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM002792(NAD 83)
 RF0610_MARKER: DB = BENCH MARK DISK
 RF0610_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RF0610_SP_SET: COPPER-CLAD STEEL ROD
 RF0610_STAMPING: 12 JHS 1983
 RF0610_MARK LOGO: USGS  
 RF0610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0610
 RF0610  HISTORY     - Date     Condition        Report By
 RF0610  HISTORY     - 1983     MONUMENTED       USGS-M
 RF0610
 RF0610                          STATION DESCRIPTION
 RF0610
 RF0610'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1983
 RF0610'34.15 MI WNW FROM ASHLAND.
 RF0610'22.3 MI (35.9 KM) WEST ALONG THE AMERICAN REALTY ROAD FROM ASHLAND,
 RF0610'THENCE 9 MI (14.5 KM) NORTHWEST ALONG ROAD FROM ITS JUNCTION WITH THE
 RF0610'AMERICAN REALTY ROAD NEAR NORTHWEST CORNER OF BIG MACHIAS LAKE TO BM 9
 RF0610'JHS USGS AND ROAD JUNCTION, THENCE 2.85 MI (4.6 KM) GENERALLY NORTH
 RF0610'ALONG RIGHT ROAD FORK, ABOUT 0.4 MI (0.6 KM) EAST OF LOGGING CAMP, 48
 RF0610'FT (14.6 M) SOUTH OF ROAD, 2 FT (0.61 M) NORTH OF WITNESS POST, 3.6 FT
 RF0610'(1.1 M) ABOVE THE ROAD, ON TOP OF BANK, A STANDARD ROD SUPPORTED USGS
 RF0610'TABLET CENTERED IN PLASTIC PIPE PROJECTING 0.3 FT (0.18 M) AND STAMPED
 RF0610'12 JHS 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0222 ***********************************************************************
 OB0222  DESIGNATION -  12 M 15
 OB0222  PID         -  OB0222
 OB0222  STATE/COUNTY-  ME/SAGADAHOC
 OB0222  USGS QUAD   -  PHIPPSBURG (1957)
 OB0222
 OB0222                         *CURRENT SURVEY CONTROL
 OB0222  ___________________________________________________________________
 OB0222* NAD 83(1986)-  43 45 12.     (N)    069 47 02.     (W)     SCALED    
 OB0222* NAVD 88     -         4.553  (meters)      14.94   (feet)  ADJUSTED  
 OB0222  ___________________________________________________________________
 OB0222  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 OB0222  DYNAMIC HT  -           4.552 (meters)      14.93  (feet)  COMP
 OB0222  MODELED GRAV-     980,520.4   (mgal)                       NAVD 88
 OB0222
 OB0222  VERT ORDER  -  SECOND    CLASS 0
 OB0222
 OB0222.The horizontal coordinates were scaled from a topographic map and have
 OB0222.an estimated accuracy of +/- 6 seconds.
 OB0222
 OB0222.The orthometric height was determined by differential leveling
 OB0222.and adjusted by the National Geodetic Survey in June 1991..
 OB0222
 OB0222.The geoid height was determined by GEOID03.
 OB0222
 OB0222.The dynamic height is computed by dividing the NAVD 88
 OB0222.geopotential number by the normal gravity value computed on the
 OB0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0222.degrees latitude (g = 980.6199 gals.).
 OB0222
 OB0222.The modeled gravity was interpolated from observed gravity values.
 OB0222
 OB0222;                    North         East    Units  Estimated Accuracy
 OB0222;SPC ME W     -   102,280.      930,830.      MT  (+/- 180 meters Scaled)
 OB0222
 OB0222                          SUPERSEDED SURVEY CONTROL
 OB0222
 OB0222  NGVD 29 (??/??/92)    4.765  (m)           15.63   (f) ADJ UNCH    2 0
 OB0222
 OB0222.Superseded values are not recommended for survey control.
 OB0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0222.See file dsdata.txt to determine how the superseded data were derived.
 OB0222
 OB0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ368447(NAD 83)
 OB0222_MARKER: DD = SURVEY DISK
 OB0222_SETTING: 66 = SET IN ROCK OUTCROP
 OB0222_SP_SET: BEDROCK
 OB0222_STAMPING: 12 M 1941 15
 OB0222_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0222+STABILITY: POSITION/ELEVATION WELL
 OB0222
 OB0222  HISTORY     - Date     Condition        Report By
 OB0222  HISTORY     - 1941     MONUMENTED       USGS
 OB0222  HISTORY     - 1948     GOOD             NGS
 OB0222  HISTORY     - 20020913 MARK NOT FOUND   USPSQD
 OB0222
 OB0222                          STATION DESCRIPTION
 OB0222
 OB0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 OB0222'0.3 MI N FROM POPHAM BEACH.
 OB0222'0.3 MILE NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT POPHAM BEACH,
 OB0222'SAGADAHOC COUNTY, AT FORT POPHAM, 390 FEET SOUTH OF THE FORT, 43.8
 OB0222'FEET SOUTHWEST OF POWER-TRANSMISSION LINE POLE 1, 30 FEET NORTHEAST OF
 OB0222'THE NORTHEAST CORNER OF A FRAME HOUSE ON A HILL, 20 FEET WEST OF THE
 OB0222'CENTER LINE OF THE ROAD LEADING TO THE FORT, IN BEDROCK, AND ABOUT 3
 OB0222'FEET HIGHER THAN THE ROAD.  A UNITED STATE GEOLOGICAL SURVEY STANDARD
 OB0222'DISK, STAMPED 12 M 1941 15.
 OB0222
 OB0222                          STATION RECOVERY (2002)
 OB0222
 OB0222'RECOVERY NOTE BY US POWER SQUADRON 2002 (RHS)
 OB0222'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1104 ***********************************************************************
 PE1104  DESIGNATION -  12 RAK
 PE1104  PID         -  PE1104
 PE1104  STATE/COUNTY-  ME/LINCOLN
 PE1104  USGS QUAD   -  WALDOBORO WEST (1988)
 PE1104
 PE1104                         *CURRENT SURVEY CONTROL
 PE1104  ___________________________________________________________________
 PE1104* NAD 83(1986)-  44 04 14.     (N)    069 24 00.     (W)     SCALED    
 PE1104* NAVD 88     -        41.864  (meters)     137.35   (feet)  ADJUSTED  
 PE1104  ___________________________________________________________________
 PE1104  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 PE1104  DYNAMIC HT  -          41.860 (meters)     137.34  (feet)  COMP
 PE1104  MODELED GRAV-     980,518.6   (mgal)                       NAVD 88
 PE1104
 PE1104  VERT ORDER  -  SECOND    CLASS 0
 PE1104
 PE1104.The horizontal coordinates were scaled from a topographic map and have
 PE1104.an estimated accuracy of +/- 6 seconds.
 PE1104
 PE1104.The orthometric height was determined by differential leveling
 PE1104.and adjusted by the National Geodetic Survey in June 1991..
 PE1104
 PE1104.The geoid height was determined by GEOID03.
 PE1104
 PE1104.The dynamic height is computed by dividing the NAVD 88
 PE1104.geopotential number by the normal gravity value computed on the
 PE1104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1104.degrees latitude (g = 980.6199 gals.).
 PE1104
 PE1104.The modeled gravity was interpolated from observed gravity values.
 PE1104
 PE1104;                    North         East    Units  Estimated Accuracy
 PE1104;SPC ME W     -   137,740.      961,420.      MT  (+/- 180 meters Scaled)
 PE1104
 PE1104                          SUPERSEDED SURVEY CONTROL
 PE1104
 PE1104  NGVD 29 (??/??/92)   42.073  (m)          138.03   (f) ADJ UNCH    2 0
 PE1104
 PE1104.Superseded values are not recommended for survey control.
 PE1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1104.See file dsdata.txt to determine how the superseded data were derived.
 PE1104
 PE1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ679797(NAD 83)
 PE1104_MARKER: DD = SURVEY DISK
 PE1104_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE1104_SP_SET: FLAG POLE BASE
 PE1104_STAMPING: 12 RAK 1963
 PE1104_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE1104
 PE1104  HISTORY     - Date     Condition        Report By
 PE1104  HISTORY     - 1963     MONUMENTED       USGS
 PE1104  HISTORY     - 1963     GOOD             NGS
 PE1104  HISTORY     - 20020726 GOOD             USPSQD
 PE1104  HISTORY     - 20020726 GOOD             USPSQD
 PE1104
 PE1104                          STATION DESCRIPTION
 PE1104
 PE1104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 PE1104'2 MI SW FROM WALDOBORO.
 PE1104'ABOUT 2.0 MILES SOUTHWEST ALONG STATE HIGHWAY 32 FROM THE
 PE1104'INTERSECTION OF MAIN STREET AT WALDOBORO, SET ON THE TOP OF THE
 PE1104'SOUTHWEST CORNER OF A CONCRETE BASE SUPPORTING A FLAG POLE, 60.0
 PE1104'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 27.6 FEET
 PE1104'SOUTHWEST OF THE WEST CORNER OF A TWO-CAR GARAGE, AND ABOUT 2
 PE1104'FEET BELOW THE LEVEL OF THE HIGHWAY.
 PE1104
 PE1104                          STATION RECOVERY (2002)
 PE1104
 PE1104'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMW)
 PE1104'RECOVERED IN GOOD CONDITION.
 PE1104
 PE1104                          STATION RECOVERY (2002)
 PE1104
 PE1104'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMW)
 PE1104'IT IS NOW A THREE CAR GARAGE AND THE MARK IS ABOUT 15 FEET SW OF THE S
 PE1104'CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0862 ***********************************************************************
 PE0862  DESIGNATION -  120
 PE0862  PID         -  PE0862
 PE0862  STATE/COUNTY-  ME/LINCOLN
 PE0862  USGS QUAD   -  WALDOBORO WEST (1988)
 PE0862
 PE0862                         *CURRENT SURVEY CONTROL
 PE0862  ___________________________________________________________________
 PE0862* NAD 83(1986)-  44 06 41.     (N)    069 27 14.     (W)     SCALED    
 PE0862* NAVD 88     -        36.275  (meters)     119.01   (feet)  ADJUSTED  
 PE0862  ___________________________________________________________________
 PE0862  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 PE0862  DYNAMIC HT  -          36.271 (meters)     119.00  (feet)  COMP
 PE0862  MODELED GRAV-     980,511.9   (mgal)                       NAVD 88
 PE0862
 PE0862  VERT ORDER  -  SECOND    CLASS 0
 PE0862
 PE0862.The horizontal coordinates were scaled from a topographic map and have
 PE0862.an estimated accuracy of +/- 6 seconds.
 PE0862
 PE0862.The orthometric height was determined by differential leveling
 PE0862.and adjusted by the National Geodetic Survey in June 1991..
 PE0862
 PE0862.The geoid height was determined by GEOID03.
 PE0862
 PE0862.The dynamic height is computed by dividing the NAVD 88
 PE0862.geopotential number by the normal gravity value computed on the
 PE0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0862.degrees latitude (g = 980.6199 gals.).
 PE0862
 PE0862.The modeled gravity was interpolated from observed gravity values.
 PE0862
 PE0862;                    North         East    Units  Estimated Accuracy
 PE0862;SPC ME W     -   142,240.      957,060.      MT  (+/- 180 meters Scaled)
 PE0862
 PE0862                          SUPERSEDED SURVEY CONTROL
 PE0862
 PE0862  NGVD 29 (??/??/92)   36.482  (m)          119.69   (f) ADJ UNCH    2 0
 PE0862
 PE0862.Superseded values are not recommended for survey control.
 PE0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0862.See file dsdata.txt to determine how the superseded data were derived.
 PE0862
 PE0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ636843(NAD 83)
 PE0862_MARKER: DD = SURVEY DISK
 PE0862_SETTING: 66 = SET IN ROCK OUTCROP
 PE0862_SP_SET: ROCK LEDGE
 PE0862_STAMPING: 119.691 MAINE
 PE0862_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0862+STABILITY: POSITION/ELEVATION WELL
 PE0862
 PE0862  HISTORY     - Date     Condition        Report By
 PE0862  HISTORY     - UNK      MONUMENTED       USGS
 PE0862  HISTORY     - 1943     GOOD             NGS
 PE0862
 PE0862                          STATION DESCRIPTION
 PE0862
 PE0862'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PE0862'0.6 MI W FROM GLENDON STATION.
 PE0862'0.6 MILE WEST ALONG THE MAINE CENTRAL RAILROAD FROM GLENDON
 PE0862'STATION, LINCOLN COUNTY, 0.7 MILE WEST OF MILEPOST P 64, AT A
 PE0862'DIRT-ROAD CROSSING, 25 FEET EAST OF THE CENTERLINE OF THE ROAD,
 PE0862'12.5 FEET SOUTH OF THE CENTERLINE OF THE TRACK, IN THE TOP OF A
 PE0862'ROCK LEDGE, AND 2 FEET ABOVE THE BASE OF THE RAIL.  A UNITED
 PE0862'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 119.691 MAINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0050 ***********************************************************************
 PE0050  DESIGNATION -  121 USGS
 PE0050  PID         -  PE0050
 PE0050  STATE/COUNTY-  ME/HANCOCK
 PE0050  USGS QUAD   -  HANCOCK (1981)
 PE0050
 PE0050                         *CURRENT SURVEY CONTROL
 PE0050  ___________________________________________________________________
 PE0050* NAD 83(1986)-  44 35 22.     (N)    068 18 46.     (W)     SCALED    
 PE0050* NAVD 88     -        36.920  (meters)     121.13   (feet)  ADJUSTED  
 PE0050  ___________________________________________________________________
 PE0050  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 PE0050  DYNAMIC HT  -          36.918 (meters)     121.12  (feet)  COMP
 PE0050  MODELED GRAV-     980,565.0   (mgal)                       NAVD 88
 PE0050
 PE0050  VERT ORDER  -  FIRST     CLASS I
 PE0050
 PE0050.The horizontal coordinates were scaled from a topographic map and have
 PE0050.an estimated accuracy of +/- 6 seconds.
 PE0050
 PE0050.The orthometric height was determined by differential leveling
 PE0050.and adjusted by the National Geodetic Survey in June 1991..
 PE0050
 PE0050.The geoid height was determined by GEOID03.
 PE0050
 PE0050.The dynamic height is computed by dividing the NAVD 88
 PE0050.geopotential number by the normal gravity value computed on the
 PE0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0050.degrees latitude (g = 980.6199 gals.).
 PE0050
 PE0050.The modeled gravity was interpolated from observed gravity values.
 PE0050
 PE0050;                    North         East    Units  Estimated Accuracy
 PE0050;SPC ME E     -   102,540.      314,870.      MT  (+/- 180 meters Scaled)
 PE0050
 PE0050                          SUPERSEDED SURVEY CONTROL
 PE0050
 PE0050  NGVD 29 (??/??/92)   37.119  (m)          121.78   (f) ADJ UNCH    1 1
 PE0050
 PE0050.Superseded values are not recommended for survey control.
 PE0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0050.See file dsdata.txt to determine how the superseded data were derived.
 PE0050
 PE0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK545375(NAD 83)
 PE0050_MARKER: DD = SURVEY DISK
 PE0050_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE0050_SP_SET: STONE ABUTMENT
 PE0050_STAMPING: 121.870
 PE0050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0050
 PE0050  HISTORY     - Date     Condition        Report By
 PE0050  HISTORY     - 1908     MONUMENTED       USGS
 PE0050  HISTORY     - 1966     GOOD             NGS
 PE0050  HISTORY     - 1978     GOOD             DMA
 PE0050
 PE0050                          STATION DESCRIPTION
 PE0050
 PE0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0050'4.4 MI W FROM FRANKLIN.
 PE0050'4.4 MILES WEST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE0050'CROSSING OF STATE HIGHWAY 182 AT FRANKLIN, ALSO ABOUT 4.9 MILES
 PE0050'NORTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM THE STATION AT
 PE0050'WASHINGTON JUNCTION, ABOUT 0.4 MILE EAST OF MILEPOST P173/C97, AT
 PE0050'THE RAILROAD BRIDGE OVER EGYPT STREAM, 10.0 FEET SOUTH OF THE
 PE0050'SOUTH RAIL, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK AND SET
 PE0050'IN THE TOP OF THE SECOND STEP AT THE SOUTH END OF THE EAST STONE
 PE0050'ABUTMENT FOR THE BRIDGE.
 PE0050
 PE0050                          STATION RECOVERY (1978)
 PE0050
 PE0050'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PE0050'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0475 ***********************************************************************
 PD0475  DESIGNATION -  122
 PD0475  PID         -  PD0475
 PD0475  STATE/COUNTY-  ME/WASHINGTON
 PD0475  USGS QUAD   -  WHITNEYVILLE (1977)
 PD0475
 PD0475                         *CURRENT SURVEY CONTROL
 PD0475  ___________________________________________________________________
 PD0475* NAD 83(1996)-  44 39 19.76029(N)    067 31 11.84646(W)     ADJUSTED  
 PD0475* NAVD 88     -        36.718  (meters)     120.47   (feet)  ADJUSTED  
 PD0475  ___________________________________________________________________
 PD0475  LAPLACE CORR-           5.99  (seconds)                    DEFLEC99
 PD0475  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 PD0475  DYNAMIC HT  -          36.717 (meters)     120.46  (feet)  COMP
 PD0475  MODELED GRAV-     980,586.1   (mgal)                       NAVD 88
 PD0475
 PD0475  HORZ ORDER  -  SECOND
 PD0475  VERT ORDER  -  SECOND    CLASS 0
 PD0475
 PD0475.The horizontal coordinates were established by classical geodetic methods
 PD0475.and adjusted by the National Geodetic Survey in March 1998..
 PD0475
 PD0475.The orthometric height was determined by differential leveling
 PD0475.and adjusted by the National Geodetic Survey in June 1991..
 PD0475
 PD0475.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0475
 PD0475.The geoid height was determined by GEOID03.
 PD0475
 PD0475.The dynamic height is computed by dividing the NAVD 88
 PD0475.geopotential number by the normal gravity value computed on the
 PD0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0475.degrees latitude (g = 980.6199 gals.).
 PD0475
 PD0475.The modeled gravity was interpolated from observed gravity values.
 PD0475
 PD0475;                    North         East     Units Scale Factor Converg.
 PD0475;SPC ME E     -   110,329.632   377,727.203   MT  0.99997427   +0 41 19.9
 PD0475;UTM  19      - 4,945,746.121   617,347.095   MT  0.99976934   +1 02 25.3
 PD0475
 PD0475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0475!SPC ME E     -   0.99999786  x   0.99997427  =   0.99997213
 PD0475!UTM  19      -   0.99999786  x   0.99976934  =   0.99976720
 PD0475
 PD0475                          SUPERSEDED SURVEY CONTROL
 PD0475
 PD0475  NAD 83(1992)-  44 39 19.75636(N)    067 31 11.84452(W) AD(       ) 2
 PD0475  NAD 83(1986)-  44 39 19.75245(N)    067 31 11.84712(W) AD(       ) 2
 PD0475  NAD 27      -  44 39 19.47543(N)    067 31 13.88235(W) AD(       ) 2
 PD0475  NGVD 29 (??/??/92)   36.932  (m)          121.17   (f) ADJ UNCH    2 0
 PD0475
 PD0475.Superseded values are not recommended for survey control.
 PD0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0475.See file dsdata.txt to determine how the superseded data were derived.
 PD0475
 PD0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK1734745746(NAD 83)
 PD0475_MARKER: DD = SURVEY DISK
 PD0475_SETTING: 80 = SET IN A BOULDER
 PD0475_SP_SET: BOULDER
 PD0475_STAMPING: 122 ME 1917
 PD0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0475+STABILITY: SURFACE MOTION
 PD0475
 PD0475  HISTORY     - Date     Condition        Report By
 PD0475  HISTORY     - 1960     MONUMENTED       USGS
 PD0475  HISTORY     - 1962     GOOD             NGS
 PD0475
 PD0475                          STATION DESCRIPTION
 PD0475
 PD0475'DESCRIBED BY US GEOLOGICAL SURVEY 1960 (HRL)
 PD0475'THE STATION IS LOCATED ABOUT 2.75 MILES EAST OF THE TOWN OF
 PD0475'JONESBORO, ON THE RIGHT OF WAY OF A PAVED ROAD, 75 FEET
 PD0475'NORTHWEST OF A TELEPHONE POLE AND 18 FEET SOUTHWEST OF THE
 PD0475'APPROXIMATE CENTER OF HIGHWAY.  THE MARK IS A STANDARD
 PD0475'U.S. GEOLOGICAL SURVEY DISK CEMENTED FLUSH IN A DRILL HOLE IN A
 PD0475'BOULDER AND THE DISK IS STAMPED ME 122 1917.
 PD0475'
 PD0475'TO REACH STATION FROM THE POST OFFICE IN JONESBORO GO EAST
 PD0475'ON U.S. HIGHWAY 1 FOR 0.3 MILE TO A FORK.  TAKE RIGHT FORK AND
 PD0475'GO 0.85 MILE TO A FORK.  TAKE RIGHT FORK AND GO 0.8 MILE TO
 PD0475'THE HOME OF MR. RICHARD ELKHORN ON THE LEFT.  CONTINUE EAST FOR
 PD0475'1.1 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 PD0475
 PD0475                          STATION RECOVERY (1962)
 PD0475
 PD0475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 PD0475'2.8 MI SE FROM JONESBORO.
 PD0475'0.2 MILE EAST ALONG U.S. HIGHWAY 1 FROM THE CONCRETE BRIDGE OVER
 PD0475'THE CHANDLER RIVER AT JONESBORO, THENCE 2.65 MILES EASTERLY AND
 PD0475'SOUTHEASTERLY ALONG A BLACK TOP ROAD, ABOUT 100 YARDS EAST OF THE
 PD0475'SUMMIT OF A BARE HILL COVERED WITH BLUEBERRY BUSHES, SET ON THE
 PD0475'TOP AND IN THE CENTER OF A 4-BY-4-FOOT BURIED BOULDER PROJECTING
 PD0475'2 FEET ABOVE THE LEVEL OF THE GROUND, 20 1/2 FEET SOUTH OF THE
 PD0475'CENTER LINE OF THE ROAD, 72 FEET WEST OF A POWER LINE POLE
 PD0475'AND ABOUT LEVEL WITH THE ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0272 ***********************************************************************
 QG0272  DESIGNATION -  122
 QG0272  PID         -  QG0272
 QG0272  STATE/COUNTY-  ME/PENOBSCOT
 QG0272  USGS QUAD   -  GREENBUSH (1988)
 QG0272
 QG0272                         *CURRENT SURVEY CONTROL
 QG0272  ___________________________________________________________________
 QG0272* NAD 83(1986)-  45 03 32.     (N)    068 38 50.     (W)     SCALED    
 QG0272* NAVD 88     -        37.227  (meters)     122.14   (feet)  ADJUSTED  
 QG0272  ___________________________________________________________________
 QG0272  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 QG0272  DYNAMIC HT  -          37.227 (meters)     122.14  (feet)  COMP
 QG0272  MODELED GRAV-     980,607.4   (mgal)                       NAVD 88
 QG0272
 QG0272  VERT ORDER  -  SECOND    CLASS 0
 QG0272
 QG0272.The horizontal coordinates were scaled from a topographic map and have
 QG0272.an estimated accuracy of +/- 6 seconds.
 QG0272
 QG0272.The orthometric height was determined by differential leveling
 QG0272.and adjusted by the National Geodetic Survey in June 1991..
 QG0272
 QG0272.The geoid height was determined by GEOID03.
 QG0272
 QG0272.The dynamic height is computed by dividing the NAVD 88
 QG0272.geopotential number by the normal gravity value computed on the
 QG0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0272.degrees latitude (g = 980.6199 gals.).
 QG0272
 QG0272.The modeled gravity was interpolated from observed gravity values.
 QG0272
 QG0272;                    North         East    Units  Estimated Accuracy
 QG0272;SPC ME E     -   154,700.      288,410.      MT  (+/- 180 meters Scaled)
 QG0272
 QG0272                          SUPERSEDED SURVEY CONTROL
 QG0272
 QG0272  NGVD 29 (??/??/92)   37.433  (m)          122.81   (f) ADJ UNCH    2 0
 QG0272
 QG0272.Superseded values are not recommended for survey control.
 QG0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0272.See file dsdata.txt to determine how the superseded data were derived.
 QG0272
 QG0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK277895(NAD 83)
 QG0272_MARKER: DD = SURVEY DISK
 QG0272_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QG0272_SP_SET: GRANITE MILEPOST
 QG0272_STAMPING: 122
 QG0272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG0272
 QG0272  HISTORY     - Date     Condition        Report By
 QG0272  HISTORY     - 1900     MONUMENTED       USGS
 QG0272  HISTORY     - 1935     GOOD             NGS
 QG0272
 QG0272                          STATION DESCRIPTION
 QG0272
 QG0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QG0272'1.6 MI S FROM GREENBUSH.
 QG0272'1.6 MILES SOUTH ALONG THE MAINE CENTRAL RAILROAD FROM THE
 QG0272'STATION AT GREENBUSH, PENOBSCOT COUNTY, IN GRANITE MILEPOST
 QG0272'V 93-P 158, AND ABOUT 2 1/2 FEET ABOVE GROUND.  A UNITED STATES
 QG0272'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 122 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0229 ***********************************************************************
 OB0229  DESIGNATION -  12.3
 OB0229  PID         -  OB0229
 OB0229  STATE/COUNTY-  ME/CUMBERLAND
 OB0229  USGS QUAD   -  ORRS ISLAND (1997)
 OB0229
 OB0229                         *CURRENT SURVEY CONTROL
 OB0229  ___________________________________________________________________
 OB0229* NAD 83(1986)-  43 52 23.     (N)    069 54 46.     (W)     SCALED    
 OB0229* NAVD 88     -         3.600  (meters)      11.81   (feet)  ADJUSTED  
 OB0229  ___________________________________________________________________
 OB0229  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 OB0229  DYNAMIC HT  -           3.600 (meters)      11.81  (feet)  COMP
 OB0229  MODELED GRAV-     980,523.1   (mgal)                       NAVD 88
 OB0229
 OB0229  VERT ORDER  -  SECOND    CLASS 0
 OB0229
 OB0229.The horizontal coordinates were scaled from a topographic map and have
 OB0229.an estimated accuracy of +/- 6 seconds.
 OB0229
 OB0229.The orthometric height was determined by differential leveling
 OB0229.and adjusted by the National Geodetic Survey in June 1991..
 OB0229
 OB0229.The geoid height was determined by GEOID03.
 OB0229
 OB0229.The dynamic height is computed by dividing the NAVD 88
 OB0229.geopotential number by the normal gravity value computed on the
 OB0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0229.degrees latitude (g = 980.6199 gals.).
 OB0229
 OB0229.The modeled gravity was interpolated from observed gravity values.
 OB0229
 OB0229;                    North         East    Units  Estimated Accuracy
 OB0229;SPC ME W     -   115,540.      920,410.      MT  (+/- 180 meters Scaled)
 OB0229
 OB0229                          SUPERSEDED SURVEY CONTROL
 OB0229
 OB0229  NGVD 29 (??/??/92)    3.799  (m)           12.46   (f) ADJ UNCH    2 0
 OB0229
 OB0229.Superseded values are not recommended for survey control.
 OB0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0229.See file dsdata.txt to determine how the superseded data were derived.
 OB0229
 OB0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ266581(NAD 83)
 OB0229_MARKER: N = NAIL
 OB0229_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OB0229_SP_SET: TREE ROOT
 OB0229_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OB0229
 OB0229  HISTORY     - Date     Condition        Report By
 OB0229  HISTORY     - UNK      MONUMENTED       USGS
 OB0229  HISTORY     - 1943     GOOD             NGS
 OB0229
 OB0229                          STATION DESCRIPTION
 OB0229
 OB0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 OB0229'4.0 MI SE FROM BRUNSWICK.
 OB0229'4.0 MILES SOUTHEAST ALONG STATE HIGHWAY 24 FROM THE MAINE CENTRAL
 OB0229'RAILROAD STATION AT BRUNSWICK, CUMBERLAND COUNTY, 0.9 MILE NORTH OF
 OB0229'GURNET BRIDGE, 330 FEET SOUTH OF A BRIDGE, 40 FEET EAST OF POLE 163,
 OB0229'16 FEET EAST OF THE HIGHWAY, ON THE EAST SIDE OF A 14-INCH PINE TREE,
 OB0229'AND IN THE ROOT.  A UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER
 OB0229'NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0414 ***********************************************************************
 QG0414  DESIGNATION -  127
 QG0414  PID         -  QG0414
 QG0414  STATE/COUNTY-  ME/PENOBSCOT
 QG0414  USGS QUAD   -  GREENBUSH (1988)
 QG0414
 QG0414                         *CURRENT SURVEY CONTROL
 QG0414  ___________________________________________________________________
 QG0414* NAD 83(1986)-  45 03 15.     (N)    068 40 21.     (W)     SCALED    
 QG0414* NAVD 88     -        38.258  (meters)     125.52   (feet)  ADJUSTED  
 QG0414  ___________________________________________________________________
 QG0414  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 QG0414  DYNAMIC HT  -          38.258 (meters)     125.52  (feet)  COMP
 QG0414  MODELED GRAV-     980,609.2   (mgal)                       NAVD 88
 QG0414
 QG0414  VERT ORDER  -  SECOND    CLASS 0
 QG0414
 QG0414.The horizontal coordinates were scaled from a topographic map and have
 QG0414.an estimated accuracy of +/- 6 seconds.
 QG0414
 QG0414.The orthometric height was determined by differential leveling
 QG0414.and adjusted by the National Geodetic Survey in June 1991..
 QG0414
 QG0414.The geoid height was determined by GEOID03.
 QG0414
 QG0414.The dynamic height is computed by dividing the NAVD 88
 QG0414.geopotential number by the normal gravity value computed on the
 QG0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0414.degrees latitude (g = 980.6199 gals.).
 QG0414
 QG0414.The modeled gravity was interpolated from observed gravity values.
 QG0414
 QG0414;                    North         East    Units  Estimated Accuracy
 QG0414;SPC ME E     -   154,180.      286,410.      MT  (+/- 180 meters Scaled)
 QG0414
 QG0414                          SUPERSEDED SURVEY CONTROL
 QG0414
 QG0414  NGVD 29 (??/??/92)   38.465  (m)          126.20   (f) ADJ UNCH    2 0
 QG0414
 QG0414.Superseded values are not recommended for survey control.
 QG0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0414.See file dsdata.txt to determine how the superseded data were derived.
 QG0414
 QG0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK257890(NAD 83)
 QG0414_MARKER: DD = SURVEY DISK
 QG0414_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 QG0414_SP_SET: UNSPEICIFIED ROCK
 QG0414_STAMPING: MAINE 127
 QG0414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG0414
 QG0414  HISTORY     - Date     Condition        Report By
 QG0414  HISTORY     - UNK      MONUMENTED       USGS
 QG0414  HISTORY     - 1958     GOOD             NGS
 QG0414  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 QG0414
 QG0414                          STATION DESCRIPTION
 QG0414
 QG0414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QG0414'12.4 MI N FROM OLD TOWN.
 QG0414'2.95 MILES NORTHWEST ALONG STATE HIGHWAY 43 FROM ITS JUNCTION
 QG0414'WITH U.S. HIGHWAY 2 AT OLD TOWN, THENCE 2.25 MILES NORTH ALONG
 QG0414'STATE HIGHWAY 16, THENCE 7.15 MILES NORTH ALONG STATE HIGHWAY
 QG0414'116, AT THE JUNCTION OF GRAVEL ROAD WEST AND A STATE OF MAINE
 QG0414'WARDEN SERVICE BUILDING, SET IN THE TOP OF A 2-FOOT BY 2 FOOT
 QG0414'ROCK AT THE SOUTHWEST CORNER OF THE BUILDING, 1 FOOT SOUTHWEST
 QG0414'OF THE SOUTHWEST CORNER OF THE BUILDING, 82 FEET WEST OF THE
 QG0414'CENTER LINE OF THE HIGHWAY, 90 FEET NORTHWEST OF THE CENTER
 QG0414'LINE OF THE JUNCTION, ABOUT 3 FEET ABOVE THE LEVEL OF THE
 QG0414'HIGHWAY.
 QG0414
 QG0414                          STATION RECOVERY (1988)
 QG0414
 QG0414'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 QG0414'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB2645 ***********************************************************************
 AB2645  SACS        -  This is a Secondary Airport Control Station.
 AB2645  DESIGNATION -  1273M 9 92
 AB2645  PID         -  AB2645
 AB2645  STATE/COUNTY-  ME/AROOSTOOK
 AB2645  USGS QUAD   -  NEW SWEDEN (1978)
 AB2645
 AB2645                         *CURRENT SURVEY CONTROL
 AB2645  ___________________________________________________________________
 AB2645* NAD 83(1996)-  46 52 50.74833(N)    068 01 06.47354(W)     ADJUSTED  
 AB2645* NAVD 88     -       190.73   (meters)     625.8    (feet)  GPS OBS   
 AB2645  ___________________________________________________________________
 AB2645  X           -   1,634,784.371 (meters)                     COMP
 AB2645  Y           -  -4,049,990.639 (meters)                     COMP
 AB2645  Z           -   4,632,836.668 (meters)                     COMP
 AB2645  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 AB2645  ELLIP HEIGHT-         167.39  (meters)          (01/07/02) GPS OBS
 AB2645  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 AB2645
 AB2645  HORZ ORDER  -  FIRST
 AB2645  ELLP ORDER  -  FIFTH     CLASS I
 AB2645
 AB2645.This mark is at Caribou Airport (CAR)
 AB2645
 AB2645.The horizontal coordinates were established by GPS observations
 AB2645.and adjusted by the National Geodetic Survey in July 1997..
 AB2645
 AB2645.The orthometric height was determined by GPS observations and a
 AB2645.high-resolution geoid model.
 AB2645
 AB2645.GPS derived orthometric heights for airport stations designated as
 AB2645.PACS or SACS are published to 2 decimal places.  This maintains
 AB2645.centimeter relative accuracy between the PACS and SACS.  It does
 AB2645.not indicate centimeter accuracy relative to other marks which are
 AB2645.part of the NAVD 88 network.
 AB2645
 AB2645.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2645
 AB2645.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2645
 AB2645.The ellipsoidal height was determined by GPS observations
 AB2645.and is referenced to NAD 83.
 AB2645
 AB2645.The geoid height was determined by GEOID03.
 AB2645
 AB2645;                    North         East     Units Scale Factor Converg.
 AB2645;SPC ME E     -   357,282.332   336,701.333   MT  0.99991655   +0 21 05.4
 AB2645;UTM  19      - 5,192,381.532   574,787.387   MT  0.99966874   +0 42 59.4
 AB2645
 AB2645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2645!SPC ME E     -   0.99997376  x   0.99991655  =   0.99989031
 AB2645!UTM  19      -   0.99997376  x   0.99966874  =   0.99964251
 AB2645
 AB2645                          SUPERSEDED SURVEY CONTROL
 AB2645
 AB2645  ELLIP H (07/24/97)  167.38   (m)                       GP(       ) 1 1
 AB2645  NAD 83(1992)-  46 52 50.74806(N)    068 01 06.47352(W) AD(1995.00) 1
 AB2645  ELLIP H (04/19/96)  167.37   (m)                       GP(1995.00) 3 1
 AB2645
 AB2645.Superseded values are not recommended for survey control.
 AB2645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2645.See file dsdata.txt to determine how the superseded data were derived.
 AB2645
 AB2645_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM7478792382(NAD 83)
 AB2645_MARKER: DQ = CALIBRATION BASE LINE DISK
 AB2645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2645_STAMPING: 9-92 1273M
 AB2645_MARK LOGO: NGS   
 AB2645_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2645+STABILITY: SURFACE MOTION
 AB2645_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2645+SATELLITE: SATELLITE OBSERVATIONS - June 29, 1996
 AB2645
 AB2645  HISTORY     - Date     Condition        Report By
 AB2645  HISTORY     - 1992     MONUMENTED       NGS
 AB2645  HISTORY     - 19951015 GOOD             CHANCE
 AB2645  HISTORY     - 19960629 GOOD             NGS
 AB2645
 AB2645                          STATION DESCRIPTION
 AB2645
 AB2645'DESCRIBED BY JE CHANCE AND ASSOCIATES 1995 (KB)
 AB2645'THE STATION IS LOCATED ABOUT 1.1 KM (0.70 MI) NORTH OF DOWNTOWN
 AB2645'CARIBOU, AT THE CARIBOU MUNICIPAL AIRPORT, OWNERSHIP--CITY OF CARIBOU,
 AB2645'LARRY JARRETT, FBO AND AIRPORT MGR.  PHONE (207) 493-4236  TO REACH
 AB2645'THE STATION FROM THE CARIBOU MUNICIPAL BUILDING IN CARIBOU, GO NORTH
 AB2645'(UPHILL) FOR 0.8 KM (0.50 MI) ON MAIN STREET TO THE AIRPORT ENTRANCE
 AB2645'ON THE LEFT AT THE NATIONAL WEATHER SERVICE OFFICE.  ANOTHER 0.8 KM
 AB2645'(0.50 MI) NORTHWARD TO ROAD ON LEFT.  TAKE LEFT FOR 0.32 KM (0.20 MI)
 AB2645'TO A TRACK ROAD ON LEFT, FROM HERE GO WEST ABOUT 0.40 KM (0.25 MI) TO
 AB2645'STATION SOUTH OF ROAD.  A VEHICLE WITH HIGH GROUND CLEARANCE CAN REACH
 AB2645'THE SAME STATION FROM THE NORTH END OF THE RUNWAY 19  THE STATION IS A
 AB2645'STANDARD NGS CALIBRATION BASELINE DISK, SET IN THE TOP OF A ROUND
 AB2645'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE STATION IS
 AB2645'LOCATED 1.8 M (5.9 FT) NORTH-NORTHWEST FROM AN ORANGE POST, 1.8 M (5.9
 AB2645'FT) EAST-NORTHEAST FROM AN ORANGE POST, 1.6 M (5.2 FT) WEST FROM AN
 AB2645'ORANGE POST, 1.5 M (4.9 FT) SOUTHEAST FROM AN ORANGE POST, AND 7.3 M
 AB2645'(24.0 FT) SOUTH FROM THE EDGE OF TRACK ROAD  THIS STATION IS
 AB2645'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION (SACS) - MAINE ANA
 AB2645'SURVEYS 1995
 AB2645
 AB2645                          STATION RECOVERY (1996)
 AB2645
 AB2645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (KRN)
 AB2645'THE STATION IS LOCATED ABOUT 1.1 KM (0.70 MI) NORTH OF DOWNTOWN
 AB2645'CARIBOU, AT THE CARIBOU MUNICIPAL AIRPORT, OWNERSHIP--CITY OF CARIBOU,
 AB2645'LARRY JARRETT, FBO AND AIRPORT MGR.  PHONE (207) 493-4236 TO REACH THE
 AB2645'STATION FROM THE CARIBOU MUNICIPAL BUILDING IN CARIBOU, GO NORTH
 AB2645'(UPHILL) FOR 0.8 KM (0.50 MI) ON MAIN STREET TO THE AIRPORT ENTRANCE
 AB2645'ON THE LEFT AT THE NATIONAL WEATHER SERVICE OFFICE.  ANOTHER 0.8 KM
 AB2645'(0.50 MI) NORTHWARD TO ROAD ON LEFT.  TAKE LEFT FOR 0.32 KM (0.20 MI)
 AB2645'TO A TRACK ROAD ON LEFT, FROM HERE GO WEST ABOUT 0.40 KM (0.25 MI) TO
 AB2645'STATION SOUTH OF ROAD.  A VEHICLE WITH HIGH GROUND CLEARANCE CAN REACH
 AB2645'THE SAME STATION FROM THE NORTH END OF THE RUNWAY 19 THE STATION IS A
 AB2645'STANDARD NGS CALIBRATION BASELINE DISK, SET IN THE TOP OF A ROUND
 AB2645'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. THE STATION IS
 AB2645'LOCATED 1.8 M (5.9 FT) NORTH-NORTHWEST FROM AN ORANGE POST, 1.8 M (5.9
 AB2645'FT) EAST-NORTHEAST FROM AN ORANGE POST, 1.6 M (5.2 FT) WEST FROM AN
 AB2645'ORANGE POST, 1.5 M (4.9 FT) SOUTHEAST FROM AN ORANGE POST, AND 7.3 M
 AB2645'(24.0 FT) SOUTH FROM THE EDGE OF TRACK ROAD THIS STATION IS DESIGNATED
 AB2645'AS A SECONDARY AIRPORT CONTROL STATION (SACS) - MAINE ANA SURVEYS 1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0255 ***********************************************************************
 PF0255  DESIGNATION -  1274.2
 PF0255  PID         -  PF0255
 PF0255  STATE/COUNTY-  ME/FRANKLIN
 PF0255  USGS QUAD   -  HOUGHTON (1984)
 PF0255
 PF0255                         *CURRENT SURVEY CONTROL
 PF0255  ___________________________________________________________________
 PF0255* NAD 83(1986)-  44 46 49.     (N)    070 41 01.     (W)     SCALED    
 PF0255* NAVD 88     -       388.673  (meters)    1275.17   (feet)  ADJUSTED  
 PF0255  ___________________________________________________________________
 PF0255  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 PF0255  DYNAMIC HT  -         388.611 (meters)    1274.97  (feet)  COMP
 PF0255  MODELED GRAV-     980,447.0   (mgal)                       NAVD 88
 PF0255
 PF0255  VERT ORDER  -  SECOND    CLASS 0
 PF0255
 PF0255.The horizontal coordinates were scaled from a topographic map and have
 PF0255.an estimated accuracy of +/- 6 seconds.
 PF0255
 PF0255.The orthometric height was determined by differential leveling
 PF0255.and adjusted by the National Geodetic Survey in June 1991..
 PF0255
 PF0255.The geoid height was determined by GEOID03.
 PF0255
 PF0255.The dynamic height is computed by dividing the NAVD 88
 PF0255.geopotential number by the normal gravity value computed on the
 PF0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0255.degrees latitude (g = 980.6199 gals.).
 PF0255
 PF0255.The modeled gravity was interpolated from observed gravity values.
 PF0255
 PF0255;                    North         East    Units  Estimated Accuracy
 PF0255;SPC ME W     -   216,450.      859,090.      MT  (+/- 180 meters Scaled)
 PF0255
 PF0255                          SUPERSEDED SURVEY CONTROL
 PF0255
 PF0255  NGVD 29 (??/??/92)  388.785  (m)         1275.54   (f) ADJ UNCH    2 0
 PF0255
 PF0255.Superseded values are not recommended for survey control.
 PF0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0255.See file dsdata.txt to determine how the superseded data were derived.
 PF0255
 PF0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK667599(NAD 83)
 PF0255_MARKER: H = DRILL HOLE
 PF0255_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PF0255_SP_SET: CULVERT
 PF0255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PF0255
 PF0255  HISTORY     - Date     Condition        Report By
 PF0255  HISTORY     - UNK      MONUMENTED       USGS
 PF0255  HISTORY     - 1933     GOOD             NGS
 PF0255  HISTORY     - 1934     GOOD             NGS
 PF0255
 PF0255                          STATION DESCRIPTION
 PF0255
 PF0255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PF0255'2 MI NW FROM HOUGHTON.
 PF0255'IN FRANKLIN COUNTY, 2.0 MILES NORTHWEST ALONG THE OLD ROADBED
 PF0255'OF THE ABANDONED MAINE CENTRAL RAILROAD FROM HOUGHTON, OXFORD
 PF0255'COUNTY, AT A CONCRETE CULVERT ON A BROOK, IN THE TOP OF THE
 PF0255'NORTHWEST END OF THE NORTHEAST HEADWALL, AND 3 YARDS NORTHEAST
 PF0255'OF THE CENTER LINE OF THE OLD ROADBED.  A DRILL HOLE, PAINTED
 PF0255'1274.2.
 PF0255
 PF0255                          STATION RECOVERY (1934)
 PF0255
 PF0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PF0255'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1322 ***********************************************************************
 QG1322  DESIGNATION -  1275
 QG1322  PID         -  QG1322
 QG1322  STATE/COUNTY-  ME/PISCATAQUIS
 QG1322  USGS QUAD   -  FARRAR MOUNTAIN (1982)
 QG1322
 QG1322                         *CURRENT SURVEY CONTROL
 QG1322  ___________________________________________________________________
 QG1322* NAD 83(1996)-  45 40 26.31365(N)    069 19 21.42104(W)     ADJUSTED  
 QG1322* NAVD 88     -       388.52   (+/-2cm)    1274.7    (feet)  VERTCON   
 QG1322  ___________________________________________________________________
 QG1322  LAPLACE CORR-           2.97  (seconds)                    DEFLEC99
 QG1322  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 QG1322
 QG1322  HORZ ORDER  -  SECOND
 QG1322  VERT ORDER  -  THIRD ? (See Below)
 QG1322
 QG1322.The horizontal coordinates were established by classical geodetic methods
 QG1322.and adjusted by the National Geodetic Survey in March 1998..
 QG1322
 QG1322.The NAVD 88 height was computed by applying the VERTCON shift value to
 QG1322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QG1322.The vertical order pertains to the NGVD 29 superseded value.
 QG1322
 QG1322.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1322
 QG1322.The geoid height was determined by GEOID03.
 QG1322
 QG1322;                    North         East     Units Scale Factor Converg.
 QG1322;SPC ME E     -   223,369.762   235,910.616   MT  0.99995048   -0 35 18.6
 QG1322;UTM  19      - 5,057,875.637   474,872.714   MT  0.99960776   -0 13 50.9
 QG1322
 QG1322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1322!SPC ME E     -   0.99994288  x   0.99995048  =   0.99989337
 QG1322!UTM  19      -   0.99994288  x   0.99960776  =   0.99955066
 QG1322
 QG1322                          SUPERSEDED SURVEY CONTROL
 QG1322
 QG1322  NAD 83(1992)-  45 40 26.31272(N)    069 19 21.41296(W) AD(       ) 2
 QG1322  NAD 83(1986)-  45 40 26.31620(N)    069 19 21.42394(W) AD(       ) 2
 QG1322  NAD 27      -  45 40 26.16300(N)    069 19 23.23800(W) AD(       ) 2
 QG1322  NGVD 29 (07/19/86)  388.67   (m)         1275.2    (f) LEVELING    3  
 QG1322
 QG1322.Superseded values are not recommended for survey control.
 QG1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1322.See file dsdata.txt to determine how the superseded data were derived.
 QG1322
 QG1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL7487357876(NAD 83)
 QG1322_MARKER: Z = SEE DESCRIPTION
 QG1322_SETTING: 0 = UNSPECIFIED SETTING
 QG1322
 QG1322  HISTORY     - Date     Condition        Report By
 QG1322  HISTORY     - 1955     MONUMENTED       CGS
 QG1322
 QG1322                          STATION DESCRIPTION
 QG1322
 QG1322'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 QG1322'THE STATION IS LOCATED ABOUT 9 MILES AIRLINE NORTHEAST OF LILY
 QG1322'BAY, 6 MILES AIRLINE EAST OF KOKADJO ON THE NORTH SIDE OF A
 QG1322'GRAVELED ROAD NEAR THE WEST END OF SECOND ROACH POND.
 QG1322'
 QG1322'THE MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 QG1322'STAMPED 1275 3W SM 1950, CEMENTED IN A DRILL HOLE IN A 4 X 5 FOOT
 QG1322'BOULDER THAT PROJECTS 3 FEET.  IT IS 168.325 FEET, (51.306)
 QG1322'METERS NORTHWEST OF TRIANGULATION ROACH AND IS ABOUT 4 FEET
 QG1322'LOWER IN ELEVATION.  THE CENTER OF THE MARK WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0326 ***********************************************************************
 PD0326  DESIGNATION -  129 USGS
 PD0326  PID         -  PD0326
 PD0326  STATE/COUNTY-  ME/WASHINGTON
 PD0326  USGS QUAD   -  WHITNEYVILLE (1977)
 PD0326
 PD0326                         *CURRENT SURVEY CONTROL
 PD0326  ___________________________________________________________________
 PD0326* NAD 83(1986)-  44 42 30.     (N)    067 34 48.     (W)     SCALED    
 PD0326* NAVD 88     -        39.193  (meters)     128.59   (feet)  ADJUSTED  
 PD0326  ___________________________________________________________________
 PD0326  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 PD0326  DYNAMIC HT  -          39.192 (meters)     128.58  (feet)  COMP
 PD0326  MODELED GRAV-     980,583.5   (mgal)                       NAVD 88
 PD0326  OBS GRAVITY -     980,582.0   (mgal)                       GRAV_OBS
 PD0326
 PD0326  VERT ORDER  -  FIRST     CLASS I
 PD0326
 PD0326.The horizontal coordinates were scaled from a topographic map and have
 PD0326.an estimated accuracy of +/- 6 seconds.
 PD0326
 PD0326.The orthometric height was determined by differential leveling
 PD0326.and adjusted by the National Geodetic Survey in June 1991..
 PD0326
 PD0326.The geoid height was determined by GEOID03.
 PD0326
 PD0326.The dynamic height is computed by dividing the NAVD 88
 PD0326.geopotential number by the normal gravity value computed on the
 PD0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0326.degrees latitude (g = 980.6199 gals.).
 PD0326
 PD0326.The modeled gravity was interpolated from observed gravity values.
 PD0326.The observed gravity was obtained from relative gravimeter ties
 PD0326.to the IGSN71 gravity network.
 PD0326
 PD0326;                    North         East    Units  Estimated Accuracy
 PD0326;SPC ME E     -   116,150.      372,900.      MT  (+/- 180 meters Scaled)
 PD0326
 PD0326                          SUPERSEDED SURVEY CONTROL
 PD0326
 PD0326  NGVD 29 (??/??/92)   39.408  (m)          129.29   (f) ADJ UNCH    1 1
 PD0326
 PD0326.Superseded values are not recommended for survey control.
 PD0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0326.See file dsdata.txt to determine how the superseded data were derived.
 PD0326
 PD0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK124515(NAD 83)
 PD0326_MARKER: DB = BENCH MARK DISK
 PD0326_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PD0326_SP_SET: CULVERT
 PD0326_STAMPING: 129.403 ME 1917
 PD0326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PD0326
 PD0326  HISTORY     - Date     Condition        Report By
 PD0326  HISTORY     - 1917     MONUMENTED       USGS
 PD0326  HISTORY     - 1966     GOOD             NGS
 PD0326  HISTORY     - 1978     GOOD             DMA
 PD0326
 PD0326                          STATION DESCRIPTION
 PD0326
 PD0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PD0326'3.3 MI SW FROM WHITNEYVILLE.
 PD0326'3.3 MILES SW. ALONG THE MAINE CENTRAL RAILROAD FROM THE CROSSING
 PD0326'OF U.S. HIGHWAY 1 A AT WHITNEYVILLE, ALSO 4.5 MILES NORTHEAST
 PD0326'ALONG THE MAINE CENTRAL RAILROAD FROM THE CROSSING OF A BLACK
 PD0326'TOPPED ROAD AT JONESBORO STATION, 0.4 MILE NW. OF MILEPOST
 PD0326'C51/P219, IN THE TOP NEAR THE NORTHWEST END OF A ROCK THAT THE
 PD0326'EXPOSED PORTION IS ABOUT 4-BY-9-FOOT AND PROJECTS 3 1/2 FEET,
 PD0326'89.0 FEET EAST OF THE SOUTHEAST END OF THE NORTHEAST STONE HEAD
 PD0326'WALL FOR A 1 1/2-FOOT CULVERT, 45.5 FEET NORTHEAST OF THE
 PD0326'NORTHEAST RAIL, AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
 PD0326
 PD0326                          STATION RECOVERY (1978)
 PD0326
 PD0326'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PD0326'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0518 ***********************************************************************
 OC0518  TIDAL BM    -  This is a Tidal Bench Mark.
 OC0518  DESIGNATION -  13
 OC0518  PID         -  OC0518
 OC0518  STATE/COUNTY-  ME/YORK
 OC0518  USGS QUAD   -  KITTERY (1989)
 OC0518
 OC0518                         *CURRENT SURVEY CONTROL
 OC0518  ___________________________________________________________________
 OC0518* NAD 83(1986)-  43 04 50.     (N)    070 44 29.     (W)     SCALED    
 OC0518* NAVD 88     -         3.967  (meters)      13.02   (feet)  ADJUSTED  
 OC0518  ___________________________________________________________________
 OC0518  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 OC0518  DYNAMIC HT  -           3.966 (meters)      13.01  (feet)  COMP
 OC0518  MODELED GRAV-     980,459.1   (mgal)                       NAVD 88
 OC0518
 OC0518  VERT ORDER  -  SECOND    CLASS 0
 OC0518
 OC0518.The horizontal coordinates were scaled from a topographic map and have
 OC0518.an estimated accuracy of +/- 6 seconds.
 OC0518
 OC0518.The orthometric height was determined by differential leveling
 OC0518.and adjusted by the National Geodetic Survey in June 1991..
 OC0518
 OC0518.This Tidal Bench Mark is designated as VM 1985
 OC0518.by the Center for Operational Oceanographic Products and Services.
 OC0518
 OC0518.The geoid height was determined by GEOID03.
 OC0518
 OC0518.The dynamic height is computed by dividing the NAVD 88
 OC0518.geopotential number by the normal gravity value computed on the
 OC0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0518.degrees latitude (g = 980.6199 gals.).
 OC0518
 OC0518.The modeled gravity was interpolated from observed gravity values.
 OC0518
 OC0518;                    North         East    Units  Estimated Accuracy
 OC0518;SPC ME W     -    27,620.      853,200.      MT  (+/- 180 meters Scaled)
 OC0518
 OC0518                          SUPERSEDED SURVEY CONTROL
 OC0518
 OC0518  NGVD 29 (??/??/92)    4.201  (m)           13.78   (f) ADJ UNCH    2 0
 OC0518
 OC0518.Superseded values are not recommended for survey control.
 OC0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0518.See file dsdata.txt to determine how the superseded data were derived.
 OC0518
 OC0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH582712(NAD 83)
 OC0518_MARKER: Q = CHISELED SQUARE
 OC0518_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC0518_SP_SET: WATER TABLE
 OC0518_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC0518
 OC0518  HISTORY     - Date     Condition        Report By
 OC0518  HISTORY     - UNK      MONUMENTED       USN
 OC0518  HISTORY     - 1943     GOOD             NGS
 OC0518  HISTORY     - 1954     GOOD             NGS
 OC0518  HISTORY     - 1988     GOOD             USPSQD
 OC0518  HISTORY     - 1989     GOOD             USPSQD
 OC0518
 OC0518                          STATION DESCRIPTION
 OC0518
 OC0518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 OC0518'AT PORTSMOUTH NAVY YARD.
 OC0518'1.4 MILES SOUTHEAST OF KITTERY, ON SEAVEY ISLAND, AT PORTSMOUTH
 OC0518'NAVY YARD, AT BUILDING 89, AT THE NORTHEAST CORNER OF THE
 OC0518'BUILDING (THE CORNER HAS BEEN CUT AWAY TO FORM A SQUARE), AND
 OC0518'ON THE TOP OF A CONCRETE WATER TABLE.
 OC0518
 OC0518                          STATION RECOVERY (1954)
 OC0518
 OC0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 OC0518'RECOVERED IN GOOD CONDITION.
 OC0518
 OC0518                          STATION RECOVERY (1988)
 OC0518
 OC0518'RECOVERY NOTE BY US POWER SQUADRON 1988 (RSR)
 OC0518'RECOVERED IN GOOD CONDITION.
 OC0518
 OC0518                          STATION RECOVERY (1989)
 OC0518
 OC0518'RECOVERY NOTE BY US POWER SQUADRON 1989 (RSR)
 OC0518'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0004 ***********************************************************************
 QF0004  DESIGNATION -  13 B GSC
 QF0004  PID         -  QF0004
 QF0004  STATE/COUNTY-  ME/WASHINGTON
 QF0004  USGS QUAD   -  VANCEBORO (1988)
 QF0004
 QF0004                         *CURRENT SURVEY CONTROL
 QF0004  ___________________________________________________________________
 QF0004* NAD 83(1986)-  45 33 51.     (N)    067 25 40.     (W)     SCALED    
 QF0004* NAVD 88     -       118.280  (meters)     388.06   (feet)  ADJUSTED  
 QF0004  ___________________________________________________________________
 QF0004  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 QF0004  DYNAMIC HT  -         118.280 (meters)     388.06  (feet)  COMP
 QF0004  MODELED GRAV-     980,619.9   (mgal)                       NAVD 88
 QF0004
 QF0004  VERT ORDER  -  FIRST     CLASS II
 QF0004
 QF0004.The horizontal coordinates were scaled from a topographic map and have
 QF0004.an estimated accuracy of +/- 6 seconds.
 QF0004
 QF0004.The orthometric height was determined by differential leveling
 QF0004.and adjusted by the National Geodetic Survey in June 1991..
 QF0004
 QF0004.The geoid height was determined by GEOID03.
 QF0004
 QF0004.The dynamic height is computed by dividing the NAVD 88
 QF0004.geopotential number by the normal gravity value computed on the
 QF0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0004.degrees latitude (g = 980.6199 gals.).
 QF0004
 QF0004.The modeled gravity was interpolated from observed gravity values.
 QF0004
 QF0004;                    North         East    Units  Estimated Accuracy
 QF0004;SPC ME E     -   211,400.      383,700.      MT  (+/- 180 meters Scaled)
 QF0004
 QF0004                          SUPERSEDED SURVEY CONTROL
 QF0004
 QF0004.No superseded survey control is available for this station.
 QF0004
 QF0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL226468(NAD 83)
 QF0004_MARKER: B = BOLT
 QF0004_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QF0004_SP_SET: BRIDGE
 QF0004_STAMPING: 13 B
 QF0004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QF0004
 QF0004  HISTORY     - Date     Condition        Report By
 QF0004  HISTORY     - UNK      MONUMENTED       GSC
 QF0004  HISTORY     - 1916     GOOD             NGS
 QF0004  HISTORY     - 1978     MARK NOT FOUND   NGS
 QF0004
 QF0004                          STATION DESCRIPTION
 QF0004
 QF0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1916
 QF0004'AT VANCEBORO.
 QF0004'AT VANCEBORO, WASHINGTON COUNTY, 0.25 MILE EAST OF THE CANADIAN
 QF0004'PACIFIC RAILWAY STATION, AT THE BRIDGE OVER ST. CROIX RIVER, IN
 QF0004'THE SOUTH FACE OF THE SOUTHEAST RETAINING WALL, 11 FEET EAST
 QF0004'OF THE EAST FACE OF THE EAST ABUTMENT, AND IN THE THIRD COURSE
 QF0004'BELOW THE TOP.  A CHISEL MARK ON THE END OF A COPPER BOLT,
 QF0004'STAMPED 13 B.
 QF0004
 QF0004                          STATION RECOVERY (1978)
 QF0004
 QF0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QF0004'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0651 ***********************************************************************
 RF0651  DESIGNATION -  13 JHS
 RF0651  PID         -  RF0651
 RF0651  STATE/COUNTY-  ME/AROOSTOOK
 RF0651  USGS QUAD   -  BLUE BROOK (1986)
 RF0651
 RF0651                         *CURRENT SURVEY CONTROL
 RF0651  ___________________________________________________________________
 RF0651* NAD 83(1986)-  46 45 39.     (N)    069 29 48.     (W)     SCALED    
 RF0651* NAVD 88     -       394.108  (meters)    1293.00   (feet)  ADJUSTED  
 RF0651  ___________________________________________________________________
 RF0651  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 RF0651  DYNAMIC HT  -         394.133 (meters)    1293.08  (feet)  COMP
 RF0651  MODELED GRAV-     980,664.1   (mgal)                       NAVD 88
 RF0651
 RF0651  VERT ORDER  -  SECOND    CLASS II
 RF0651
 RF0651.The horizontal coordinates were scaled from a topographic map and have
 RF0651.an estimated accuracy of +/- 6 seconds.
 RF0651
 RF0651.The orthometric height was determined by differential leveling
 RF0651.and adjusted by the National Geodetic Survey in June 1991..
 RF0651
 RF0651.The geoid height was determined by GEOID03.
 RF0651
 RF0651.The dynamic height is computed by dividing the NAVD 88
 RF0651.geopotential number by the normal gravity value computed on the
 RF0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0651.degrees latitude (g = 980.6199 gals.).
 RF0651
 RF0651.The modeled gravity was interpolated from observed gravity values.
 RF0651
 RF0651;                    North         East    Units  Estimated Accuracy
 RF0651;SPC ME E     -   344,320.      223,870.      MT  (+/- 180 meters Scaled)
 RF0651
 RF0651                          SUPERSEDED SURVEY CONTROL
 RF0651
 RF0651.No superseded survey control is available for this station.
 RF0651
 RF0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM620787(NAD 83)
 RF0651_MARKER: DD = SURVEY DISK
 RF0651_SETTING: 66 = SET IN ROCK OUTCROP
 RF0651_SP_SET: ROCK OUTCROP
 RF0651_STAMPING: 13 JHS 1984
 RF0651_MARK LOGO: USGS  
 RF0651_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0651+STABILITY: POSITION/ELEVATION WELL
 RF0651
 RF0651  HISTORY     - Date     Condition        Report By
 RF0651  HISTORY     - 1984     MONUMENTED       USGS-M
 RF0651
 RF0651                          STATION DESCRIPTION
 RF0651
 RF0651'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1984
 RF0651'10.5 MI NORTH FROM CLAYTON LAKE.
 RF0651'CLAYTON LAKE POST OFFICE, 0.8 MI (1.3 KM) NW. OF THENCE 15 MI
 RF0651'(24.2 KM) N. ALONG MAIN TRAVELED RD., 0.8 MI (1.3 KM) N. AND 1.3 MI
 RF0651'(2.1 KM) W. OF SE. COR. OF T. 13, R. 14, WELS, 44 FT (13.4 M) NW.
 RF0651'ALONG RD. THENCE 26 FT (7.9 M) NE. AND 3.8 FT (1.2 M) HIGHER THAN RD.
 RF0651'AT TRAIL W., 8.5 FT (2.6 M) W. OF WITNESS POST, SET IN BED ROCK, FLUSH
 RF0651'WITH GROUND.
 RF0651'THE MARK IS 3.8 FT ABOVE THE TRAIL WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0611 ***********************************************************************
 RF0611  DESIGNATION -  13 JHS USGS
 RF0611  PID         -  RF0611
 RF0611  STATE/COUNTY-  ME/AROOSTOOK
 RF0611  USGS QUAD   -  BIG BROOK LAKE (1986)
 RF0611
 RF0611                         *CURRENT SURVEY CONTROL
 RF0611  ___________________________________________________________________
 RF0611* NAD 83(1986)-  46 46 27.     (N)    069 01 10.     (W)     SCALED    
 RF0611* NAVD 88     -       429.818  (meters)    1410.16   (feet)  ADJUSTED  
 RF0611  ___________________________________________________________________
 RF0611  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 RF0611  DYNAMIC HT  -         429.842 (meters)    1410.24  (feet)  COMP
 RF0611  MODELED GRAV-     980,656.0   (mgal)                       NAVD 88
 RF0611
 RF0611  VERT ORDER  -  SECOND    CLASS II
 RF0611
 RF0611.The horizontal coordinates were scaled from a topographic map and have
 RF0611.an estimated accuracy of +/- 6 seconds.
 RF0611
 RF0611.The orthometric height was determined by differential leveling
 RF0611.and adjusted by the National Geodetic Survey in June 1991..
 RF0611
 RF0611.The geoid height was determined by GEOID03.
 RF0611
 RF0611.The dynamic height is computed by dividing the NAVD 88
 RF0611.geopotential number by the normal gravity value computed on the
 RF0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0611.degrees latitude (g = 980.6199 gals.).
 RF0611
 RF0611.The modeled gravity was interpolated from observed gravity values.
 RF0611
 RF0611;                    North         East    Units  Estimated Accuracy
 RF0611;SPC ME E     -   345,450.      260,330.      MT  (+/- 180 meters Scaled)
 RF0611
 RF0611                          SUPERSEDED SURVEY CONTROL
 RF0611
 RF0611.No superseded survey control is available for this station.
 RF0611
 RF0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM985800(NAD 83)
 RF0611_MARKER: DB = BENCH MARK DISK
 RF0611_SETTING: 80 = SET IN A BOULDER
 RF0611_SP_SET: BOULDER
 RF0611_STAMPING: 13 JHS 1983
 RF0611_MARK LOGO: USGS  
 RF0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0611+STABILITY: SURFACE MOTION
 RF0611
 RF0611  HISTORY     - Date     Condition        Report By
 RF0611  HISTORY     - 1983     MONUMENTED       USGS-M
 RF0611
 RF0611                          STATION DESCRIPTION
 RF0611
 RF0611'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1983
 RF0611'35.3 MI WNW FROM ASHLAND.
 RF0611'22.3 MI (35.9 KM) WEST ALONG THE AMERICAN REALTY ROAD FROM ASHLAND,
 RF0611'THENCE 9 MI (14.5 KM) NORTHWEST ALONG ROAD FROM ITS JUNCTION WITH THE
 RF0611'AMERICAN REALTY ROAD NEAR THE NORTHWEST CORNER OF BIG MACHIAS LAKE TO
 RF0611'BM 9 JHS USGS AND ROAD JUNCTION, THENCE 4 MI (6.4 KM) GENERALLY NORTH
 RF0611'ALONG RIGHT FORK, 0.6 MI (1 KM) WEST AND NORTH ALONG ROAD FROM LOGGING
 RF0611'CAMP, AT THE JUNCTION OF NORTH-SOUTH ROADAND A ROAD LEADING WEST, 100
 RF0611'FT (30.5 M) SOUTH OF POINT FORMED BY INTERSECTING OF ROADS, 37 FT
 RF0611'(11.3 M) SOUTHEAST OF ROAD LEADING SOUTHWEST, 56 FT (17.1 M) WEST OF
 RF0611'NORTH-SOUTH ROAD, SET IN THE TOP OF A 12- BY 8-FOOT EMBEDDED BOULDER
 RF0611'PROJECTING ABOUT 4 FT (1.2 M) ABOVE GROUND LEVEL, 1 FT (0.30 M) NORTH
 RF0611'OF WITNESS POST, A USGS TABLET STAMPED 13 JHS 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1095 ***********************************************************************
 PE1095  DESIGNATION -  13 RAK
 PE1095  PID         -  PE1095
 PE1095  STATE/COUNTY-  ME/LINCOLN
 PE1095  USGS QUAD   -  WALDOBORO WEST (1988)
 PE1095
 PE1095                         *CURRENT SURVEY CONTROL
 PE1095  ___________________________________________________________________
 PE1095* NAD 83(1986)-  44 00 39.     (N)    069 25 24.     (W)     SCALED    
 PE1095* NAVD 88     -        15.991  (meters)      52.46   (feet)  ADJUSTED  
 PE1095  ___________________________________________________________________
 PE1095  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 PE1095  DYNAMIC HT  -          15.990 (meters)      52.46  (feet)  COMP
 PE1095  MODELED GRAV-     980,520.9   (mgal)                       NAVD 88
 PE1095
 PE1095  VERT ORDER  -  SECOND    CLASS 0
 PE1095
 PE1095.The horizontal coordinates were scaled from a topographic map and have
 PE1095.an estimated accuracy of +/- 6 seconds.
 PE1095
 PE1095.The orthometric height was determined by differential leveling
 PE1095.and adjusted by the National Geodetic Survey in June 1991..
 PE1095
 PE1095.The geoid height was determined by GEOID03.
 PE1095
 PE1095.The dynamic height is computed by dividing the NAVD 88
 PE1095.geopotential number by the normal gravity value computed on the
 PE1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1095.degrees latitude (g = 980.6199 gals.).
 PE1095
 PE1095.The modeled gravity was interpolated from observed gravity values.
 PE1095
 PE1095;                    North         East    Units  Estimated Accuracy
 PE1095;SPC ME W     -   131,090.      959,610.      MT  (+/- 180 meters Scaled)
 PE1095
 PE1095                          SUPERSEDED SURVEY CONTROL
 PE1095
 PE1095  NGVD 29 (??/??/92)   16.200  (m)           53.15   (f) ADJ UNCH    2 0
 PE1095
 PE1095.Superseded values are not recommended for survey control.
 PE1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1095.See file dsdata.txt to determine how the superseded data were derived.
 PE1095
 PE1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ660731(NAD 83)
 PE1095_MARKER: DD = SURVEY DISK
 PE1095_SETTING: 66 = SET IN ROCK OUTCROP
 PE1095_SP_SET: BEDROCK
 PE1095_STAMPING: 13 RAK 53 1963
 PE1095_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1095+STABILITY: POSITION/ELEVATION WELL
 PE1095
 PE1095  HISTORY     - Date     Condition        Report By
 PE1095  HISTORY     - 1963     MONUMENTED       USGS
 PE1095  HISTORY     - 1963     GOOD             NGS
 PE1095  HISTORY     - 20020726 MARK NOT FOUND   USPSQD
 PE1095
 PE1095                          STATION DESCRIPTION
 PE1095
 PE1095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 PE1095'5.8 MI N FROM ROUND POND.
 PE1095'ABOUT 5.8 MILES NORTH ALONG STATE HIGHWAY 32 FROM THE METHODIST
 PE1095'CHURCH AT ROUND POND, NEAR THE BOTTOM OF A GRADE, SET ON TOP AND
 PE1095'NEAR THE HIGHEST PART OF A 6-BY-3-FOOT EXPOSED BEDROCK PROJECTING
 PE1095'1 FOOT ABOVE THE LEVEL OF THE GROUND, NEAR THE JUNCTION OF A
 PE1095'ROAD LEADING SOUTHEAST, 88.5 FEET NORTHWEST OF THE CENTER
 PE1095'LINE OF THE HIGHWAY, 341 FEET WEST OF THE CENTER LINE OF THE
 PE1095'ROAD SOUTHEAST, 56.5 FEET NORTHEAST OF POWER LINE POLE NO. 118
 PE1095'44, 4.3 FEET WEST OF A METAL WITNESS POST WITH USGS SIGN AND
 PE1095'ABOUT LEVEL WITH THE HIGHWAY.
 PE1095
 PE1095                          STATION RECOVERY (2002)
 PE1095
 PE1095'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMW)
 PE1095'UNABLE TO PENETRATE THE GROWTH WITHOUT CUTTING EQUIPMENT. MARK MAY BE
 PE1095'THERE AS MOST OF THE MARKS IN THIS TRAIN ARE STILL IN TACT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0948 ***********************************************************************
 PE0948  DESIGNATION -  131
 PE0948  PID         -  PE0948
 PE0948  STATE/COUNTY-  ME/KNOX
 PE0948  USGS QUAD   -  THOMASTON (1973)
 PE0948
 PE0948                         *CURRENT SURVEY CONTROL
 PE0948  ___________________________________________________________________
 PE0948* NAD 83(1986)-  44 07 09.     (N)    069 14 00.     (W)     SCALED    
 PE0948* NAVD 88     -        39.701  (meters)     130.25   (feet)  ADJUSTED  
 PE0948  ___________________________________________________________________
 PE0948  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 PE0948  DYNAMIC HT  -          39.697 (meters)     130.24  (feet)  COMP
 PE0948  MODELED GRAV-     980,521.7   (mgal)                       NAVD 88
 PE0948
 PE0948  VERT ORDER  -  SECOND    CLASS 0
 PE0948
 PE0948.The horizontal coordinates were scaled from a topographic map and have
 PE0948.an estimated accuracy of +/- 6 seconds.
 PE0948
 PE0948.The orthometric height was determined by differential leveling
 PE0948.and adjusted by the National Geodetic Survey in June 1991..
 PE0948
 PE0948.The geoid height was determined by GEOID03.
 PE0948
 PE0948.The dynamic height is computed by dividing the NAVD 88
 PE0948.geopotential number by the normal gravity value computed on the
 PE0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0948.degrees latitude (g = 980.6199 gals.).
 PE0948
 PE0948.The modeled gravity was interpolated from observed gravity values.
 PE0948
 PE0948;                    North         East    Units  Estimated Accuracy
 PE0948;SPC ME E     -    50,530.      241,310.      MT  (+/- 180 meters Scaled)
 PE0948
 PE0948                          SUPERSEDED SURVEY CONTROL
 PE0948
 PE0948  NGVD 29 (??/??/92)   39.910  (m)          130.94   (f) ADJ UNCH    2 0
 PE0948
 PE0948.Superseded values are not recommended for survey control.
 PE0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0948.See file dsdata.txt to determine how the superseded data were derived.
 PE0948
 PE0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ813851(NAD 83)
 PE0948_MARKER: DD = SURVEY DISK
 PE0948_SETTING: 66 = SET IN ROCK OUTCROP
 PE0948_SP_SET: ROCK LEDGE
 PE0948_STAMPING: 131
 PE0948_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0948+STABILITY: POSITION/ELEVATION WELL
 PE0948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE0948+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2001
 PE0948
 PE0948  HISTORY     - Date     Condition        Report By
 PE0948  HISTORY     - UNK      MONUMENTED       USGS
 PE0948  HISTORY     - 1953     GOOD             NGS
 PE0948  HISTORY     - 20011108 GOOD             USPSQD
 PE0948
 PE0948                          STATION DESCRIPTION
 PE0948
 PE0948'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 PE0948'0.2 MI SE FROM WARREN.
 PE0948'THE MARK IS LOCATED 0.2 MILE SOUTHEAST ALONG STATE HIGHWAY NO.
 PE0948'131 FROM ITS INTERSECTION WITH STATE HIGHWAY NO. 90 WARREN.
 PE0948'IT IS 94.5 FEET SOUTH OF A 12 INCH CONCRETE CULVERT, 51.6 FEET
 PE0948'NORTH OF POWER POLE NO. 85, 26.0 FEET WEST OF THE CENTERLINE OF
 PE0948'THE HIGHWAY AND IN TOP OF A ROCK LEDGE.
 PE0948
 PE0948                          STATION RECOVERY (2001)
 PE0948
 PE0948'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 PE0948'MARK IS LOCATED 0.4 MILES SOUTHEAST ALONG STATE HIGHWAY 131 FROM ITS
 PE0948'INTERSECTION WITH STATE HIGHWAY 90 AT WARREN, NOT 0.2 AS DESCRIBED IN
 PE0948'1953.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0420 ***********************************************************************
 QG0420  DESIGNATION -  131
 QG0420  PID         -  QG0420
 QG0420  STATE/COUNTY-  ME/PENOBSCOT
 QG0420  USGS QUAD   -  GREENBUSH (1988)
 QG0420
 QG0420                         *CURRENT SURVEY CONTROL
 QG0420  ___________________________________________________________________
 QG0420* NAD 83(1986)-  45 05 07.     (N)    068 40 17.     (W)     SCALED    
 QG0420* NAVD 88     -        39.811  (meters)     130.61   (feet)  ADJUSTED  
 QG0420  ___________________________________________________________________
 QG0420  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 QG0420  DYNAMIC HT  -          39.811 (meters)     130.61  (feet)  COMP
 QG0420  MODELED GRAV-     980,612.6   (mgal)                       NAVD 88
 QG0420
 QG0420  VERT ORDER  -  SECOND    CLASS 0
 QG0420
 QG0420.The horizontal coordinates were scaled from a topographic map and have
 QG0420.an estimated accuracy of +/- 6 seconds.
 QG0420
 QG0420.The orthometric height was determined by differential leveling
 QG0420.and adjusted by the National Geodetic Survey in June 1991..
 QG0420
 QG0420.The geoid height was determined by GEOID03.
 QG0420
 QG0420.The dynamic height is computed by dividing the NAVD 88
 QG0420.geopotential number by the normal gravity value computed on the
 QG0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0420.degrees latitude (g = 980.6199 gals.).
 QG0420
 QG0420.The modeled gravity was interpolated from observed gravity values.
 QG0420
 QG0420;                    North         East    Units  Estimated Accuracy
 QG0420;SPC ME E     -   157,630.      286,510.      MT  (+/- 180 meters Scaled)
 QG0420
 QG0420                          SUPERSEDED SURVEY CONTROL
 QG0420
 QG0420  NGVD 29 (??/??/92)   40.018  (m)          131.29   (f) ADJ UNCH    2 0
 QG0420
 QG0420.Superseded values are not recommended for survey control.
 QG0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0420.See file dsdata.txt to determine how the superseded data were derived.
 QG0420
 QG0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK258924(NAD 83)
 QG0420_MARKER: DD = SURVEY DISK
 QG0420_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QG0420_SP_SET: BRIDGE
 QG0420_STAMPING: 131 41 FAD 1958
 QG0420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG0420
 QG0420  HISTORY     - Date     Condition        Report By
 QG0420  HISTORY     - 1958     MONUMENTED       USGS
 QG0420  HISTORY     - 1958     GOOD             NGS
 QG0420  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 QG0420
 QG0420                          STATION DESCRIPTION
 QG0420
 QG0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QG0420'14.6 MI N FROM OLD TOWN.
 QG0420'2.95 MILES NORTHWEST ALONG STATE HIGHWAY 43 FROM ITS JUNCTION
 QG0420'WITH U.S. HIGHWAY 2 AT OLD TOWN, THENCE 2.25 MILES NORTH ALONG
 QG0420'STATE HIGHWAY 16, THENCE 9.35 MILES NORTH ALONG STATE HIGHWAY
 QG0420'116, AT THE BRIDGE OVER HEMLOCK CREEK, SET IN THE TOP OF THE
 QG0420'SOUTHWEST END OF THE WINGWALL AT THE NORTHEAST CORNER OF A 30-FOOT
 QG0420'CONCRETE BRIDGE, 14 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 QG0420'1/2 FOOT EAST OF THE CONCRETE GUARD RAIL, ABOUT 1/2 FOOT
 QG0420'ABOVE THE LEVEL OF THE HIGHWAY.
 QG0420
 QG0420                          STATION RECOVERY (1988)
 QG0420
 QG0420'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 QG0420'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0961 ***********************************************************************
 PE0961  DESIGNATION -  131 M
 PE0961  PID         -  PE0961
 PE0961  STATE/COUNTY-  ME/KNOX
 PE0961  USGS QUAD   -  WASHINGTON (1973)
 PE0961
 PE0961                         *CURRENT SURVEY CONTROL
 PE0961  ___________________________________________________________________
 PE0961* NAD 83(1986)-  44 15 31.     (N)    069 15 04.     (W)     SCALED    
 PE0961* NAVD 88     -        39.697  (meters)     130.24   (feet)  ADJUSTED  
 PE0961  ___________________________________________________________________
 PE0961  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 PE0961  DYNAMIC HT  -          39.693 (meters)     130.23  (feet)  COMP
 PE0961  MODELED GRAV-     980,519.1   (mgal)                       NAVD 88
 PE0961
 PE0961  VERT ORDER  -  SECOND    CLASS 0
 PE0961
 PE0961.The horizontal coordinates were scaled from a topographic map and have
 PE0961.an estimated accuracy of +/- 6 seconds.
 PE0961
 PE0961.The orthometric height was determined by differential leveling
 PE0961.and adjusted by the National Geodetic Survey in June 1991..
 PE0961
 PE0961.The geoid height was determined by GEOID03.
 PE0961
 PE0961.The dynamic height is computed by dividing the NAVD 88
 PE0961.geopotential number by the normal gravity value computed on the
 PE0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0961.degrees latitude (g = 980.6199 gals.).
 PE0961
 PE0961.The modeled gravity was interpolated from observed gravity values.
 PE0961
 PE0961;                    North         East    Units  Estimated Accuracy
 PE0961;SPC ME E     -    66,040.      240,020.      MT  (+/- 180 meters Scaled)
 PE0961
 PE0961                          SUPERSEDED SURVEY CONTROL
 PE0961
 PE0961  NGVD 29 (??/??/92)   39.908  (m)          130.93   (f) ADJ UNCH    2 0
 PE0961
 PE0961.Superseded values are not recommended for survey control.
 PE0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0961.See file dsdata.txt to determine how the superseded data were derived.
 PE0961
 PE0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK799006(NAD 83)
 PE0961_MARKER: DD = SURVEY DISK
 PE0961_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 PE0961_SP_SET: UNSPECIFIED ROCK
 PE0961_STAMPING: MAINE 131 FEET
 PE0961_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0961
 PE0961  HISTORY     - Date     Condition        Report By
 PE0961  HISTORY     - UNK      MONUMENTED       USGS
 PE0961  HISTORY     - 1935     GOOD             NGS
 PE0961
 PE0961                          STATION DESCRIPTION
 PE0961
 PE0961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PE0961'2.2 MI S FROM APPLETON.
 PE0961'U.S.G.S. 131 IS LOCATED 2.2 MILES SOUTH OF THE JUNCTION OF
 PE0961'STATE HWY. 131 AND 105 AT APPLETON, 37 FT. EAST OF CENTERLINE
 PE0961'OF ROAD AT ROAD CROSSING, 31.9 FT. NORTHWEST OF A LARGE ELM TREE.
 PE0961'BRONZE TABLET SET IN TOP OF FLAT ROCK, FLUSH WITH SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0190 ***********************************************************************
 SF0190  DESIGNATION -  134 IBC 1973
 SF0190  PID         -  SF0190
 SF0190  STATE/COUNTY-  ME/AROOSTOOK
 SF0190  USGS QUAD   -  GRAND ISLE (1986)
 SF0190
 SF0190                         *CURRENT SURVEY CONTROL
 SF0190  ___________________________________________________________________
 SF0190* NAD 83(1996)-  47 17 27.24440(N)    068 07 37.60889(W)     ADJUSTED  
 SF0190* NAVD 88     -       136.     (meters)     446.     (feet)  SCALED    
 SF0190  ___________________________________________________________________
 SF0190  LAPLACE CORR-           5.10  (seconds)                    DEFLEC99
 SF0190  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 SF0190
 SF0190  HORZ ORDER  -  THIRD
 SF0190
 SF0190.The horizontal coordinates were established by classical geodetic methods
 SF0190.and adjusted by the National Geodetic Survey in March 1998..
 SF0190.No horizontal observational check was made to the station.
 SF0190
 SF0190.The orthometric height was scaled from a topographic map.
 SF0190
 SF0190.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0190
 SF0190.The geoid height was determined by GEOID03.
 SF0190
 SF0190;                    North         East     Units Scale Factor Converg.
 SF0190;SPC ME E     -   402,828.684   328,203.117   MT  0.99990977   +0 16 26.4
 SF0190;UTM  19      - 5,237,861.170   566,000.447   MT  0.99965353   +0 38 29.1
 SF0190
 SF0190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0190!SPC ME E     -   0.99998239  x   0.99990977  =   0.99989216
 SF0190!UTM  19      -   0.99998239  x   0.99965353  =   0.99963593
 SF0190
 SF0190                          SUPERSEDED SURVEY CONTROL
 SF0190
 SF0190  NAD 83(1992)-  47 17 27.24026(N)    068 07 37.60633(W) AD(       ) 3
 SF0190  NAD 83(1986)-  47 17 27.24311(N)    068 07 37.59822(W) AD(       ) 3
 SF0190  NAD 27      -  47 17 27.09446(N)    068 07 39.47301(W) AD(       ) 3
 SF0190
 SF0190.Superseded values are not recommended for survey control.
 SF0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0190.See file dsdata.txt to determine how the superseded data were derived.
 SF0190
 SF0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN6600037861(NAD 83)
 SF0190
 SF0190  HISTORY     - Date     Condition        Report By
 SF0190  HISTORY     - 1973     MONUMENTED       IBC
 SF0190  HISTORY     - 1975     SEE DESCRIPTION  NGS
 SF0190
 SF0190                          STATION DESCRIPTION
 SF0190
 SF0190'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1973 (CRM)
 SF0190'THE REFERENCE MONUMENT IS LOCATED ABOUT 1-1/4 MILES NORTHWEST OF
 SF0190'LILLE, MAINE AND ON THIBODEAU ISLAND.
 SF0190'
 SF0190'A BOAT IS REQUIRED TO REACH THE REFERENCE MONUMENT.
 SF0190'
 SF0190'THE REFERENCE MONUMENT IS A CAST IRON POST THAT PROJECTS 3
 SF0190'FEET ABOVE A 3-FOOT SQUARE, CONCRETE BASE.  THE BASE IS FLUSH
 SF0190'WITH THE GROUND.  U.S. NO 134 AND RENEWED 1917 IS CAST IN THE
 SF0190'CONCRETE BASE.  1975 IS STAMPED ON TOP OF THE CAST IRON POST.  IT
 SF0190'IS 192.0 FEET NORTHWEST OF A STEEL, WITNESS POST WITH METAL
 SF0190'SIGN ATTACHED.
 SF0190'
 SF0190'THE MONUMENT WAS FOUND SLIGHTLY TIPPED IN 1973 AND PLUMBED UP
 SF0190'THAT YEAR, HOWEVER IT WAS NOT POSITIONED UNTIL 1975.  TO AVOID
 SF0190'CONFUSION WITH REFERENCE MONUMENT 134-75 IT WAS DECIDED TO USE
 SF0190'THE DESIGNATION 134-73 FOR THIS REFERENCE
 SF0190'MONUMENT.  INADVERTANTLY, 1975 WAS STAMPED ON TOP OF THE CAST
 SF0190'IRON POST.
 SF0190
 SF0190                          STATION RECOVERY (1975)
 SF0190
 SF0190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CRM)
 SF0190'THE REFERENCE MONUMENT WAS RECOVERED AND FOUND IN GOOD
 SF0190'CONDITION.  THE 1973 DESCRIPTION IS ADEQUATE.
 SF0190'
 SF0190'A TRAVERSE TIE WAS MADE TO THIS REFERENCE MONUMENT FROM
 SF0190'REFERENCE MONUMENT 134-75, THE DISTANCE BEING 194.85 FEET OR
 SF0190'59.390 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0224 ***********************************************************************
 SF0224  DESIGNATION -  134 IBC 1975
 SF0224  PID         -  SF0224
 SF0224  STATE/COUNTY-  ME/AROOSTOOK
 SF0224  USGS QUAD   -  GRAND ISLE (1986)
 SF0224
 SF0224                         *CURRENT SURVEY CONTROL
 SF0224  ___________________________________________________________________
 SF0224* NAD 83(1996)-  47 17 25.82395(N)    068 07 35.70347(W)     ADJUSTED  
 SF0224* NAVD 88     -       136.1    (meters)     447.     (feet)  VERTCON   
 SF0224  ___________________________________________________________________
 SF0224  LAPLACE CORR-           5.11  (seconds)                    DEFLEC99
 SF0224  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 SF0224
 SF0224  HORZ ORDER  -  SECOND
 SF0224
 SF0224.The horizontal coordinates were established by classical geodetic methods
 SF0224.and adjusted by the National Geodetic Survey in March 1998..
 SF0224
 SF0224.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0224
 SF0224.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0224
 SF0224.The geoid height was determined by GEOID03.
 SF0224
 SF0224;                    North         East     Units Scale Factor Converg.
 SF0224;SPC ME E     -   402,785.013   328,243.359   MT  0.99990980   +0 16 27.8
 SF0224;UTM  19      - 5,237,817.770   566,040.958   MT  0.99965360   +0 38 30.5
 SF0224
 SF0224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0224!SPC ME E     -   0.99998236  x   0.99990980  =   0.99989216
 SF0224!UTM  19      -   0.99998236  x   0.99965360  =   0.99963597
 SF0224
 SF0224|---------------------------------------------------------------------|
 SF0224| PID    Reference Object                     Distance      Geod. Az  |
 SF0224|                                                           dddmmss.s |
 SF0224| SF0223 134 IBC 1975 RM 1 1975                5.275 METERS 14130     |
 SF0224| SF0188 REFERENCE MON S 44                  APPROX. 0.6 KM 1852946.1 |
 SF0224| SF0190 134 IBC 1973                         59.390 METERS 31737     |
 SF0224|---------------------------------------------------------------------|
 SF0224
 SF0224                          SUPERSEDED SURVEY CONTROL
 SF0224
 SF0224  NAD 83(1992)-  47 17 25.81984(N)    068 07 35.70094(W) AD(       ) 2
 SF0224  NAD 83(1986)-  47 17 25.82269(N)    068 07 35.69284(W) AD(       ) 2
 SF0224  NAD 27      -  47 17 25.67399(N)    068 07 37.56771(W) AD(       ) 2
 SF0224  NGVD 29 (07/19/86)  136.2    (m)          447.     (f) VERT ANG       
 SF0224
 SF0224.Superseded values are not recommended for survey control.
 SF0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0224.See file dsdata.txt to determine how the superseded data were derived.
 SF0224
 SF0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN6604137818(NAD 83)
 SF0224_MARKER: Z = SEE DESCRIPTION
 SF0224_SETTING: 0 = UNSPECIFIED SETTING
 SF0224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0224
 SF0224  HISTORY     - Date     Condition        Report By
 SF0224  HISTORY     - 1975     MONUMENTED       IBC
 SF0224
 SF0224                          STATION DESCRIPTION
 SF0224
 SF0224'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1975 (CRM)
 SF0224'THE REFERENCE MONUMENT IS LOCATED ABOUT 1-1/4 MILES NORTHWEST OF
 SF0224'LILLE, MAINE, ON THIBODEAU ISLAND, AND IN A SMALL CLEARING THAT
 SF0224'IS BORDERED ON THE NORTHWEST SIDE BY POPLAR TREES AND ON THE
 SF0224'OTHER SIDES BY ALDERS AND BRUSH.
 SF0224'
 SF0224'A BOAT IS REQUIRED TO REACH THE REFERENCE MONUMENT.
 SF0224'
 SF0224'THE REFERENCE MONUMENT, STAMPED 134-75 1 1975, IS A BRONZE,
 SF0224'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL,
 SF0224'CONCRETE POST THAT IS 18 INCHES IN DIAMETER AND PROJECTS 5
 SF0224'INCHES.  IT IS 210 FEET NORTHEAST OF THE SOUTHWEST SHORE OF THE
 SF0224'ISLAND, 11 FEET SOUTHWEST OF THE BRUSH LINE, AND 5.8 FEET SOUTH
 SF0224'OF A STEEL WITNESS POST WITH METAL SIGN ATTACHED.
 SF0224'
 SF0224'REFERENCE MONUMENT 134-73 IS A CAST IRON POST THAT PROJECTS 3 FEET
 SF0224'ABOVE A 3-FOOT, SQUARE, CONCRETE BASE THAT IS FLUSH WITH THE
 SF0224'GROUND.  US NO 134 AND RENEWED 1917 IS CAST IN THE CONCRETE
 SF0224'BASE.  1975 IS STAMPED ON THE TOP OF THE CASTIRON POST.  IT IS
 SF0224'192.0 FEET NORTHWEST OF THE WITNESS POST.
 SF0224'
 SF0224'REFERENCE MARK 1, STAMPED 134-75 1 1975, IS A BRONZE, REFERENCE MARK
 SF0224'DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS 12
 SF0224'INCHES IN DIAMETER AND PROJECTS 3 INCHES.  IT IS 21.0 FEET
 SF0224'SOUTH-SOUTHEAST OF THE WITNESS POST AND 10 FEET SOUTHWEST OF
 SF0224'THE BRUSH LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0223 ***********************************************************************
 SF0223  DESIGNATION -  134 IBC 1975 RM 1 1975
 SF0223  PID         -  SF0223
 SF0223  STATE/COUNTY-  ME/AROOSTOOK
 SF0223  USGS QUAD   -  GRAND ISLE (1986)
 SF0223
 SF0223                         *CURRENT SURVEY CONTROL
 SF0223  ___________________________________________________________________
 SF0223* NAD 83(1996)-  47 17 25.69026(N)    068 07 35.54722(W)     ADJUSTED  
 SF0223* NAVD 88     -       136.0    (meters)     446.     (feet)  VERTCON   
 SF0223  ___________________________________________________________________
 SF0223  LAPLACE CORR-           5.11  (seconds)                    DEFLEC99
 SF0223  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 SF0223
 SF0223  HORZ ORDER  -  SECOND
 SF0223
 SF0223.The horizontal coordinates were established by classical geodetic methods
 SF0223.and adjusted by the National Geodetic Survey in March 1998..
 SF0223
 SF0223.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0223.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0223
 SF0223.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0223
 SF0223.The geoid height was determined by GEOID03.
 SF0223
 SF0223;                    North         East     Units Scale Factor Converg.
 SF0223;SPC ME E     -   402,780.901   328,246.662   MT  0.99990980   +0 16 27.9
 SF0223;UTM  19      - 5,237,813.680   566,044.286   MT  0.99965360   +0 38 30.6
 SF0223
 SF0223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0223!SPC ME E     -   0.99998238  x   0.99990980  =   0.99989218
 SF0223!UTM  19      -   0.99998238  x   0.99965360  =   0.99963598
 SF0223
 SF0223:                Primary Azimuth Mark                     Grid Az
 SF0223:SPC ME E     -  REFERENCE MON S 44                       185 34 12.0
 SF0223:UTM  19      -  REFERENCE MON S 44                       185 12 09.3
 SF0223
 SF0223|---------------------------------------------------------------------|
 SF0223| PID    Reference Object                     Distance      Geod. Az  |
 SF0223|                                                           dddmmss.s |
 SF0223| SF0188 REFERENCE MON S 44                  APPROX. 0.6 KM 1855039.9 |
 SF0223| SF0224 134 IBC 1975                          5.275 METERS 32131     |
 SF0223|---------------------------------------------------------------------|
 SF0223
 SF0223                          SUPERSEDED SURVEY CONTROL
 SF0223
 SF0223  NAD 83(1992)-  47 17 25.68614(N)    068 07 35.54469(W) AD(       ) 2
 SF0223  NAD 83(1986)-  47 17 25.68902(N)    068 07 35.53662(W) AD(       ) 2
 SF0223  NAD 27      -  47 17 25.54029(N)    068 07 37.41147(W) AD(       ) 2
 SF0223  NGVD 29 (07/19/86)  136.1    (m)          447.     (f) VERT ANG       
 SF0223
 SF0223.Superseded values are not recommended for survey control.
 SF0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0223.See file dsdata.txt to determine how the superseded data were derived.
 SF0223
 SF0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN6604437814(NAD 83)
 SF0223_MARKER: Z = SEE DESCRIPTION
 SF0223_SETTING: 0 = UNSPECIFIED SETTING
 SF0223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0223
 SF0223  HISTORY     - Date     Condition        Report By
 SF0223  HISTORY     - 1975     MONUMENTED       IBC
 SF0223
 SF0223                          STATION DESCRIPTION
 SF0223
 SF0223'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1975 (CRM)
 SF0223'THE STATION IS LOCATED ABOUT 1-1/4 MILES NORTHWEST OF LILLE,
 SF0223'MAINE AND ON THIBADEAU ISLAND.
 SF0223'
 SF0223'A BOAT IS REQUIRED TO REACH THE STATION.
 SF0223'
 SF0223'THE STATION MARK, STAMPED 134-75 1 1975, IS A BRONZE,
 SF0223'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0223'POST THAT IS 12 INCHES IN DIAMETER AND PROJECTS 3 INCHES.  IT
 SF0223'IS 21.0 FEET SOUTH-SOUTHEAST OF A STEEL, WITNESS POST WITH
 SF0223'METAL SIGN ATTACHED AND 10 FEET SOUTHWEST OF A BRUSH LINE.
 SF0223'
 SF0223'REFERENCE MONUMENT 134-75, STAMPED 134-75, IS A BRONZE,
 SF0223'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL,
 SF0223'CONCRETE POST THAT IS 18 INCHES IN DIAMETER AND PROJECTS 5
 SF0223'INCHES.  IT IS 210 FEET NORTHEAST OF THE SOUTHWEST SHORE OF THE
 SF0223'ISLAND, 11 FEET SOUTHWEST OF THE BRUSH LINE, AND 5.8 FEET SOUTH
 SF0223'OF THE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0455 ***********************************************************************
 QG0455  DESIGNATION -  135
 QG0455  PID         -  QG0455
 QG0455  STATE/COUNTY-  ME/PENOBSCOT
 QG0455  USGS QUAD   -  HOWLAND (1988)
 QG0455
 QG0455                         *CURRENT SURVEY CONTROL
 QG0455  ___________________________________________________________________
 QG0455* NAD 83(1986)-  45 10 27.     (N)    068 38 03.     (W)     SCALED    
 QG0455* NAVD 88     -        40.954  (meters)     134.36   (feet)  ADJUSTED  
 QG0455  ___________________________________________________________________
 QG0455  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 QG0455  DYNAMIC HT  -          40.954 (meters)     134.36  (feet)  COMP
 QG0455  MODELED GRAV-     980,618.4   (mgal)                       NAVD 88
 QG0455
 QG0455  VERT ORDER  -  SECOND    CLASS 0
 QG0455
 QG0455.The horizontal coordinates were scaled from a topographic map and have
 QG0455.an estimated accuracy of +/- 6 seconds.
 QG0455
 QG0455.The orthometric height was determined by differential leveling
 QG0455.and adjusted by the National Geodetic Survey in June 1991..
 QG0455
 QG0455.The geoid height was determined by GEOID03.
 QG0455
 QG0455.The dynamic height is computed by dividing the NAVD 88
 QG0455.geopotential number by the normal gravity value computed on the
 QG0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0455.degrees latitude (g = 980.6199 gals.).
 QG0455
 QG0455.The modeled gravity was interpolated from observed gravity values.
 QG0455
 QG0455;                    North         East    Units  Estimated Accuracy
 QG0455;SPC ME E     -   167,510.      289,460.      MT  (+/- 180 meters Scaled)
 QG0455
 QG0455                          SUPERSEDED SURVEY CONTROL
 QG0455
 QG0455  NGVD 29 (??/??/92)   41.160  (m)          135.04   (f) ADJ UNCH    2 0
 QG0455
 QG0455.Superseded values are not recommended for survey control.
 QG0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0455.See file dsdata.txt to determine how the superseded data were derived.
 QG0455
 QG0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL287023(NAD 83)
 QG0455_MARKER: DD = SURVEY DISK
 QG0455_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QG0455_SP_SET: BRIDGE
 QG0455_STAMPING: 135 1958 44 FAD
 QG0455_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG0455
 QG0455  HISTORY     - Date     Condition        Report By
 QG0455  HISTORY     - 1958     MONUMENTED       USGS
 QG0455  HISTORY     - 1958     GOOD             NGS
 QG0455
 QG0455                          STATION DESCRIPTION
 QG0455
 QG0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QG0455'4.8 MI S FROM HOWLAND.
 QG0455'4.85 MILES SOUTH ALONG STATE HIGHWAY 116 FROM THE WEST END OF
 QG0455'THE BRIDGE OVER THE PENOBSCOT RIVER AT HOWLAND, SET IN THE TOP OF
 QG0455'THE NORTHWEST END OF THE WINGWALL AT THE SOUTHEAST CORNER OF A
 QG0455'20-FOOT CONCRETE BRIDGE, 13 FEET EAST OF THE CENTERLINE OF THE
 QG0455'HIGHWAY, 1/2 FOOT WEST OF THE CONCRETE GUARD RAIL, ABOUT 1/2
 QG0455'FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0282 ***********************************************************************
 SF0282  DESIGNATION -  136 IBC 1917
 SF0282  PID         -  SF0282
 SF0282  STATE/COUNTY-  ME/AROOSTOOK
 SF0282  USGS QUAD   -  MADAWASKA (1986)
 SF0282
 SF0282                         *CURRENT SURVEY CONTROL
 SF0282  ___________________________________________________________________
 SF0282* NAD 83(1996)-  47 21 23.58902(N)    068 18 18.27952(W)     ADJUSTED  
 SF0282* NAVD 88     -       139.     (meters)     456.     (feet)  SCALED    
 SF0282  ___________________________________________________________________
 SF0282  LAPLACE CORR-           5.50  (seconds)                    DEFLEC99
 SF0282  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 SF0282
 SF0282  HORZ ORDER  -  SECOND
 SF0282
 SF0282.The horizontal coordinates were established by classical geodetic methods
 SF0282.and adjusted by the National Geodetic Survey in March 1998..
 SF0282
 SF0282.The orthometric height was scaled from a topographic map.
 SF0282
 SF0282.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0282
 SF0282.The geoid height was determined by GEOID03.
 SF0282
 SF0282;                    North         East     Units Scale Factor Converg.
 SF0282;SPC ME E     -   410,077.864   314,724.627   MT  0.99990266   +0 08 36.2
 SF0282;UTM  19      - 5,245,021.843   552,479.275   MT  0.99963385   +0 30 40.3
 SF0282
 SF0282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0282!SPC ME E     -   0.99998197  x   0.99990266  =   0.99988463
 SF0282!UTM  19      -   0.99998197  x   0.99963385  =   0.99961583
 SF0282
 SF0282                          SUPERSEDED SURVEY CONTROL
 SF0282
 SF0282  NAD 83(1992)-  47 21 23.58435(N)    068 18 18.27640(W) AD(       ) 2
 SF0282  NAD 83(1986)-  47 21 23.58947(N)    068 18 18.26781(W) AD(       ) 2
 SF0282  NAD 27      -  47 21 23.44564(N)    068 18 20.11286(W) AD(       ) 2
 SF0282
 SF0282.Superseded values are not recommended for survey control.
 SF0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0282.See file dsdata.txt to determine how the superseded data were derived.
 SF0282
 SF0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN5247945022(NAD 83)
 SF0282
 SF0282  HISTORY     - Date     Condition        Report By
 SF0282  HISTORY     - 1917     MONUMENTED       CGS
 SF0282  HISTORY     - 1975     SEE DESCRIPTION  NGS
 SF0282
 SF0282                          STATION DESCRIPTION
 SF0282
 SF0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CRM)
 SF0282'THE REFERENCE MONUMENT WAS RECOVERED AND FOUND IN GOOD
 SF0282'CONDITION.  TO AVOID CUTTING AN EXCESSIVE AMOUNT OF TREES
 SF0282'REFERENCE MONUMENT 136A-75 WAS ESTABLISHED IN THE NEAR
 SF0282'VICINITY.  (SEE DESCRIPTION THEREOF.) A NEW DESCRIPTION FOLLOWS.
 SF0282'
 SF0282'THE REFERENCE MONUMENT IS LOCATED ABOUT 1 MILE EAST OF THE
 SF0282'INTERNATIONAL BRIDGE BETWEEN MADAWASKA AND EDMUNDSTON, ON
 SF0282'THE SOUTH PORTION OF MADAWASKA ISLAND, AND ABOUT 0.15 MILE EAST
 SF0282'OF THE WEST END OF THE ISLAND.
 SF0282'
 SF0282'A BOAT IS REQUIRED TO REACH THE MONUMENT.
 SF0282'
 SF0282'THE REFERENCE MONUMENT IS A CAST IRON POST THAT PROJECTS 3
 SF0282'FEET ABOVE A 3-FOOT SQUARE, CONCRETE BASE THAT IS FLUSH WITH
 SF0282'THE GROUND.  RENEWED 1917 AND CANADA NO 136 IS CAST IN THE
 SF0282'CONCRETE BASE.  IT IS 69 FEET NORTH-NORTHEAST OF THE RIVER BANK
 SF0282'AND 60.0 FEET NORTHEAST OF A STEEL, WITNESS POST WITH METAL
 SF0282'SIGN ATTACHED.
 SF0282'
 SF0282'A TRAVERSE TIE WAS MADE TO THIS REFERENCE MONUMENT FROM
 SF0282'REFERENCE MONUMENT 136A-75, THE DISTANCE BEING 58.04 FEET OR
 SF0282'17.691 METERS.
 SF0282'
 SF0282'THE DISTANCE BETWEEN THIS REFERENCE MONUMENT AND REFERENCE
 SF0282'MONUMENT 136A-75 REF. MK. 1 1975 IS 66.16 FEET OR 20.166 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0092 ***********************************************************************
 PD0092  DESIGNATION -  136 USGS
 PD0092  PID         -  PD0092
 PD0092  STATE/COUNTY-  ME/WASHINGTON
 PD0092  USGS QUAD   -  CUTLER (1993)
 PD0092
 PD0092                         *CURRENT SURVEY CONTROL
 PD0092  ___________________________________________________________________
 PD0092* NAD 83(1986)-  44 41 45.     (N)    067 09 43.     (W)     SCALED    
 PD0092* NAVD 88     -        41.228  (meters)     135.26   (feet)  ADJUSTED  
 PD0092  ___________________________________________________________________
 PD0092  GEOID HEIGHT-         -22.35  (meters)                     GEOID03
 PD0092  DYNAMIC HT  -          41.228 (meters)     135.26  (feet)  COMP
 PD0092  MODELED GRAV-     980,619.0   (mgal)                       NAVD 88
 PD0092
 PD0092  VERT ORDER  -  FIRST     CLASS II
 PD0092
 PD0092.The horizontal coordinates were scaled from a topographic map and have
 PD0092.an estimated accuracy of +/- 6 seconds.
 PD0092
 PD0092.The orthometric height was determined by differential leveling
 PD0092.and adjusted by the National Geodetic Survey in June 1991..
 PD0092
 PD0092.The geoid height was determined by GEOID03.
 PD0092
 PD0092.The dynamic height is computed by dividing the NAVD 88
 PD0092.geopotential number by the normal gravity value computed on the
 PD0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0092.degrees latitude (g = 980.6199 gals.).
 PD0092
 PD0092.The modeled gravity was interpolated from observed gravity values.
 PD0092
 PD0092;                    North         East    Units  Estimated Accuracy
 PD0092;SPC ME E     -   115,220.      406,050.      MT  (+/- 180 meters Scaled)
 PD0092
 PD0092                          SUPERSEDED SURVEY CONTROL
 PD0092
 PD0092  NGVD 29 (??/??/92)   41.397  (m)          135.82   (f) ADJ UNCH    1 2
 PD0092
 PD0092.Superseded values are not recommended for survey control.
 PD0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0092.See file dsdata.txt to determine how the superseded data were derived.
 PD0092
 PD0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK456508(NAD 83)
 PD0092_MARKER: DD = SURVEY DISK
 PD0092_SETTING: 66 = SET IN ROCK OUTCROP
 PD0092_SP_SET: ROCK OUTCROP
 PD0092_STAMPING: MAINE 1907 136
 PD0092_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0092+STABILITY: POSITION/ELEVATION WELL
 PD0092
 PD0092  HISTORY     - Date     Condition        Report By
 PD0092  HISTORY     - 1907     MONUMENTED       USGS
 PD0092  HISTORY     - 1935     GOOD             NGS
 PD0092  HISTORY     - 1946     GOOD             NGS
 PD0092  HISTORY     - 1978     GOOD             NGS
 PD0092
 PD0092                          STATION DESCRIPTION
 PD0092
 PD0092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PD0092'3.5 MI NE FROM CUTLER.
 PD0092'3.5 MILES NORTHEAST ALONG STATE HIGHWAY 191 FROM THE SCHOOL AT
 PD0092'CUTLER, WASHINGTON COUNTY, AT A SMALL FARMHOUSE AND BARN
 PD0092'NORTHWEST OF THE HIGHWAY, ABOUT 54 FEET SOUTHWEST OF THE
 PD0092'FARMHOUSE, ABOUT 75 FEET NORTHWEST OF THE CENTER LINE OF THE
 PD0092'HIGHWAY, 90 FEET WEST OF A LONE EVERGREEN TREE, IN THE TOP OF A
 PD0092'ROCK OUTCROP, ABOUT 2 FEET ABOVE GROUND, AND ABOUT 8 FEET HIGHER
 PD0092'THAN THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 PD0092'DISK, STAMPED MAINE 1907 136.
 PD0092
 PD0092                          STATION RECOVERY (1946)
 PD0092
 PD0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 PD0092'RECOVERED IN GOOD CONDITION.
 PD0092
 PD0092                          STATION RECOVERY (1978)
 PD0092
 PD0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PD0092'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0301 ***********************************************************************
 SF0301  DESIGNATION -  136A IBC 1975
 SF0301  PID         -  SF0301
 SF0301  STATE/COUNTY-  ME/AROOSTOOK
 SF0301  USGS QUAD   -  MADAWASKA (1986)
 SF0301
 SF0301                         *CURRENT SURVEY CONTROL
 SF0301  ___________________________________________________________________
 SF0301* NAD 83(1996)-  47 21 23.07030(N)    068 18 18.63710(W)     ADJUSTED  
 SF0301* NAVD 88     -       139.3    (meters)     457.     (feet)  VERTCON   
 SF0301  ___________________________________________________________________
 SF0301  LAPLACE CORR-           5.50  (seconds)                    DEFLEC99
 SF0301  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 SF0301
 SF0301  HORZ ORDER  -  SECOND
 SF0301
 SF0301.The horizontal coordinates were established by classical geodetic methods
 SF0301.and adjusted by the National Geodetic Survey in March 1998..
 SF0301
 SF0301.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0301.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0301
 SF0301.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0301
 SF0301.The geoid height was determined by GEOID03.
 SF0301
 SF0301;                    North         East     Units Scale Factor Converg.
 SF0301;SPC ME E     -   410,061.828   314,717.164   MT  0.99990266   +0 08 35.9
 SF0301;UTM  19      - 5,245,005.763   552,471.917   MT  0.99963384   +0 30 40.0
 SF0301
 SF0301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0301!SPC ME E     -   0.99998191  x   0.99990266  =   0.99988457
 SF0301!UTM  19      -   0.99998191  x   0.99963384  =   0.99961576
 SF0301
 SF0301|---------------------------------------------------------------------|
 SF0301| PID    Reference Object                     Distance      Geod. Az  |
 SF0301|                                                           dddmmss.s |
 SF0301| SF0282 136 IBC 1917                         17.690 METERS 02506     |
 SF0301| SF0271 REFERENCE MON S 56                  APPROX. 0.7 KM 2305324.9 |
 SF0301| SF0302 136A IBC 1975 RM 1 1975               5.374 METERS 27509     |
 SF0301|---------------------------------------------------------------------|
 SF0301
 SF0301                          SUPERSEDED SURVEY CONTROL
 SF0301
 SF0301  NAD 83(1992)-  47 21 23.06564(N)    068 18 18.63397(W) AD(       ) 2
 SF0301  NAD 83(1986)-  47 21 23.07078(N)    068 18 18.62540(W) AD(       ) 2
 SF0301  NAD 27      -  47 21 22.92692(N)    068 18 20.47043(W) AD(       ) 2
 SF0301  NGVD 29 (07/19/86)  139.4    (m)          457.     (f) VERT ANG       
 SF0301
 SF0301.Superseded values are not recommended for survey control.
 SF0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0301.See file dsdata.txt to determine how the superseded data were derived.
 SF0301
 SF0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN5247245006(NAD 83)
 SF0301_MARKER: Z = SEE DESCRIPTION
 SF0301_SETTING: 0 = UNSPECIFIED SETTING
 SF0301_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0301
 SF0301  HISTORY     - Date     Condition        Report By
 SF0301  HISTORY     - 1975     MONUMENTED       IBC
 SF0301
 SF0301                          STATION DESCRIPTION
 SF0301
 SF0301'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1975 (CRM)
 SF0301'THE REFERENCE MONUMENT IS LOCATED ABOUT 1 MILE EAST OF THE
 SF0301'INTERNATIONAL BRIDGE BETWEEN MADAWASKA AND EDMUNDSTON, ON THE
 SF0301'SOUTH PORTION OF MADAWASKA ISLAND, AND ABOUT 0.15 MILE EAST OF
 SF0301'THE WEST END OF THE ISLAND.
 SF0301'
 SF0301'A BOAT IS REQUIRED TO REACH THE REFERENCE MONUMENT.
 SF0301'
 SF0301'THE REFERENCE MONUMENT, STAMPED 136-75 1975, IS A BRONZE,
 SF0301'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0301'POST THAT IS 18 INCHES IN DIAMETER AND PROJECTS 15 INCHES.  IT
 SF0301'IS 12 FEET NORTH-NORTHEAST OF THE RIVER BANK AND 6.3 FEET
 SF0301'NORTHWEST OF A STEEL, WITNESS POST WITH METAL SIGN ATTACHED.
 SF0301'
 SF0301'REFERENCE MARK 1, STAMPED 136-75 1 1975, IS A BRONZE, REFERENCE
 SF0301'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT
 SF0301'IS 12 INCHES IN DIAMETER AND PROJECTS 1 FOOT.
 SF0301'
 SF0301'THE A WAS INADVERTANTLY OMMITTED ON THE STAMPING ON THE
 SF0301'REFERENCE MONUMENT AND REFERENCE MARK DISKS.
 SF0301'
 SF0301'REFERENCE MONUMENT 136 IS A CASTIRON POST THAT PROJECTS 3 FEET
 SF0301'ABOVE A 3-FOOT SQUARE, CONCRETE BASE.  THE BASE IS FLUSH WITH THE
 SF0301'GROUND.  RENEWED 1917 AND CANADA NO 136 IS CAST IN THE CONCRETE
 SF0301'BASE.  IT IS 69 FEET NORTH-NORTHEAST OF THE RIVER BANK AND 60.0
 SF0301'FEET NORTHEAST OF THE WITNESS POST.
 SF0301'
 SF0301'IT IS 66.16 FEET OR 20.166 METERS BETWEEN REFERENCE MARK 1
 SF0301'AND REFERENCE MONUMENT 136.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0302 ***********************************************************************
 SF0302  DESIGNATION -  136A IBC 1975 RM 1 1975
 SF0302  PID         -  SF0302
 SF0302  STATE/COUNTY-  ME/AROOSTOOK
 SF0302  USGS QUAD   -  MADAWASKA (1986)
 SF0302
 SF0302                         *CURRENT SURVEY CONTROL
 SF0302  ___________________________________________________________________
 SF0302* NAD 83(1996)-  47 21 23.08590(N)    068 18 18.89217(W)     ADJUSTED  
 SF0302* NAVD 88     -       139.2    (meters)     457.     (feet)  VERTCON   
 SF0302  ___________________________________________________________________
 SF0302  LAPLACE CORR-           5.50  (seconds)                    DEFLEC99
 SF0302  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 SF0302
 SF0302  HORZ ORDER  -  SECOND
 SF0302
 SF0302.The horizontal coordinates were established by classical geodetic methods
 SF0302.and adjusted by the National Geodetic Survey in March 1998..
 SF0302
 SF0302.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0302.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0302
 SF0302.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0302
 SF0302.The geoid height was determined by GEOID03.
 SF0302
 SF0302;                    North         East     Units Scale Factor Converg.
 SF0302;SPC ME E     -   410,062.296   314,711.810   MT  0.99990266   +0 08 35.7
 SF0302;UTM  19      - 5,245,006.196   552,466.562   MT  0.99963383   +0 30 39.8
 SF0302
 SF0302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0302!SPC ME E     -   0.99998193  x   0.99990266  =   0.99988459
 SF0302!UTM  19      -   0.99998193  x   0.99963383  =   0.99961576
 SF0302
 SF0302|---------------------------------------------------------------------|
 SF0302| PID    Reference Object                     Distance      Geod. Az  |
 SF0302|                                                           dddmmss.s |
 SF0302| SF0301 136A IBC 1975                         5.374 METERS 09509     |
 SF0302| SF0271 REFERENCE MON S 56                  APPROX. 0.7 KM 2303526.5 |
 SF0302|---------------------------------------------------------------------|
 SF0302
 SF0302                          SUPERSEDED SURVEY CONTROL
 SF0302
 SF0302  NAD 83(1992)-  47 21 23.08125(N)    068 18 18.88904(W) AD(       ) 2
 SF0302  NAD 83(1986)-  47 21 23.08636(N)    068 18 18.88045(W) AD(       ) 2
 SF0302  NAD 27      -  47 21 22.94254(N)    068 18 20.72549(W) AD(       ) 2
 SF0302  NGVD 29 (07/19/86)  139.3    (m)          457.     (f) VERT ANG       
 SF0302
 SF0302.Superseded values are not recommended for survey control.
 SF0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0302.See file dsdata.txt to determine how the superseded data were derived.
 SF0302
 SF0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN5246745006(NAD 83)
 SF0302_MARKER: Z = SEE DESCRIPTION
 SF0302_SETTING: 0 = UNSPECIFIED SETTING
 SF0302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0302
 SF0302  HISTORY     - Date     Condition        Report By
 SF0302  HISTORY     - 1975     MONUMENTED       IBC
 SF0302
 SF0302                          STATION DESCRIPTION
 SF0302
 SF0302'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1975 (CRM)
 SF0302'THE STATION IS LOCATED ABOUT 1 MILE EAST OF THE INTERNATIONAL
 SF0302'BRIDGE BETWEEN MADAWASKA AND EDMUNDSTON, ON THE SOUTH PORTION
 SF0302'OF MADAWASKA ISLAND AND ABOUT 0.15 MILE EAST OF THE WEST END
 SF0302'OF THE ISLAND.
 SF0302'
 SF0302'A BOAT IS REQUIRED TO REACH THE STATION.
 SF0302'
 SF0302'THE STATION MARK, STAMPED 136-75 1 1975, IS A BRONZE,
 SF0302'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0302'POST THAT IS 12 INCHES IN DIAMETER AND PROJECTS 1 FOOT.  IT
 SF0302'IS 22.8 FEET WEST OF A STEEL, WITNESS POST WITH METAL SIGN
 SF0302'ATTACHED AND 7 FEET NORTH OF THE RIVER BANK.
 SF0302'
 SF0302'REFERENCE MONUMENT 136A-75, STAMPED 136-75 1975, IS A BRONZE,
 SF0302'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL,
 SF0302'CONCRETE POST THAT IS 18 INCHES IN DIAMETER AND PROJECTS 15
 SF0302'INCHES.  IT IS 12 FEET NORTH-NORTHEAST OF THE RIVER BANK AND
 SF0302'6.3 FEET NORTHWEST OF THE WITNESS POST.
 SF0302'
 SF0302'IT IS 66.16 FEET OR 20.166 METERS BETWEEN THE STATION AND
 SF0302'REFERENCE MONUMENT 136.
 SF0302'
 SF0302'THE A WAS INADVERTANTLY OMMITTED ON THE STAMPING ON THE
 SF0302'STATION DISK AND THE REFERENCE MONUMENT DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0278 ***********************************************************************
 QG0278  DESIGNATION -  138
 QG0278  PID         -  QG0278
 QG0278  STATE/COUNTY-  ME/PENOBSCOT
 QG0278  USGS QUAD   -  PASSADUMKEAG (1988)
 QG0278
 QG0278                         *CURRENT SURVEY CONTROL
 QG0278  ___________________________________________________________________
 QG0278* NAD 83(1986)-  45 11 02.     (N)    068 36 48.     (W)     SCALED    
 QG0278* NAVD 88     -        41.761  (meters)     137.01   (feet)  ADJUSTED  
 QG0278  ___________________________________________________________________
 QG0278  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 QG0278  DYNAMIC HT  -          41.761 (meters)     137.01  (feet)  COMP
 QG0278  MODELED GRAV-     980,615.1   (mgal)                       NAVD 88
 QG0278
 QG0278  VERT ORDER  -  SECOND    CLASS 0
 QG0278
 QG0278.The horizontal coordinates were scaled from a topographic map and have
 QG0278.an estimated accuracy of +/- 6 seconds.
 QG0278
 QG0278.The orthometric height was determined by differential leveling
 QG0278.and adjusted by the National Geodetic Survey in June 1991..
 QG0278
 QG0278.The geoid height was determined by GEOID03.
 QG0278
 QG0278.The dynamic height is computed by dividing the NAVD 88
 QG0278.geopotential number by the normal gravity value computed on the
 QG0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0278.degrees latitude (g = 980.6199 gals.).
 QG0278
 QG0278.The modeled gravity was interpolated from observed gravity values.
 QG0278
 QG0278;                    North         East    Units  Estimated Accuracy
 QG0278;SPC ME E     -   168,580.      291,090.      MT  (+/- 180 meters Scaled)
 QG0278
 QG0278                          SUPERSEDED SURVEY CONTROL
 QG0278
 QG0278  NGVD 29 (??/??/92)   41.969  (m)          137.69   (f) ADJ UNCH    2 0
 QG0278
 QG0278.Superseded values are not recommended for survey control.
 QG0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0278.See file dsdata.txt to determine how the superseded data were derived.
 QG0278
 QG0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL303034(NAD 83)
 QG0278_MARKER: DD = SURVEY DISK
 QG0278_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QG0278_SP_SET: BRIDGE SEAT
 QG0278_STAMPING: 138
 QG0278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG0278
 QG0278  HISTORY     - Date     Condition        Report By
 QG0278  HISTORY     - UNK      MONUMENTED       USGS
 QG0278  HISTORY     - 1935     GOOD             NGS
 QG0278
 QG0278                          STATION DESCRIPTION
 QG0278
 QG0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QG0278'0.2 MI S FROM PASSADUMKEAG.
 QG0278'0.2 MILE SOUTH ALONG THE MAINE CENTRAL RAILROAD FROM THE
 QG0278'STATION AT PASSADUMKEAG, PENOBSCOT COUTNY, IN THE TOP OF THE
 QG0278'BRIDGE SEAT OF THE SOUTH ABUTMENT OF A BRIDGE CROSSING THE
 QG0278'PASSADUMKEAG RIVER, 8.5 FEET FROM THE EAST END OF THE ABUTMENT,
 QG0278'7 INCHES FROM THE NORTH EDGE, AND 11 FEET EAST OF THE EAST
 QG0278'RAIL.  A UNITED STATES GEOLGICAL SURVEY STANDARD DISK, STAMPED
 QG0278'138.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0304 ***********************************************************************
 SF0304  DESIGNATION -  138A IBC 1975 RM 1 1975
 SF0304  PID         -  SF0304
 SF0304  STATE/COUNTY-  ME/AROOSTOOK
 SF0304  USGS QUAD   -  MADAWASKA (1986)
 SF0304
 SF0304                         *CURRENT SURVEY CONTROL
 SF0304  ___________________________________________________________________
 SF0304* NAD 83(1996)-  47 21 28.59759(N)    068 18 06.20648(W)     ADJUSTED  
 SF0304* NAVD 88     -       137.4    (meters)     451.     (feet)  VERTCON   
 SF0304  ___________________________________________________________________
 SF0304  LAPLACE CORR-           5.52  (seconds)                    DEFLEC99
 SF0304  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 SF0304
 SF0304  HORZ ORDER  -  SECOND
 SF0304
 SF0304.The horizontal coordinates were established by classical geodetic methods
 SF0304.and adjusted by the National Geodetic Survey in March 1998..
 SF0304
 SF0304.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0304.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0304
 SF0304.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0304
 SF0304.The geoid height was determined by GEOID03.
 SF0304
 SF0304;                    North         East     Units Scale Factor Converg.
 SF0304;SPC ME E     -   410,233.167   314,977.569   MT  0.99990276   +0 08 45.1
 SF0304;UTM  19      - 5,245,178.723   552,731.147   MT  0.99963417   +0 30 49.2
 SF0304
 SF0304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0304!SPC ME E     -   0.99998221  x   0.99990276  =   0.99988497
 SF0304!UTM  19      -   0.99998221  x   0.99963417  =   0.99961638
 SF0304
 SF0304                          SUPERSEDED SURVEY CONTROL
 SF0304
 SF0304  NAD 83(1992)-  47 21 28.59292(N)    068 18 06.20339(W) AD(       ) 2
 SF0304  NAD 83(1986)-  47 21 28.59802(N)    068 18 06.19474(W) AD(       ) 2
 SF0304  NAD 27      -  47 21 28.45405(N)    068 18 08.04024(W) AD(       ) 2
 SF0304  NGVD 29 (07/19/86)  137.5    (m)          451.     (f) VERT ANG       
 SF0304
 SF0304.Superseded values are not recommended for survey control.
 SF0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0304.See file dsdata.txt to determine how the superseded data were derived.
 SF0304
 SF0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN5273145179(NAD 83)
 SF0304_MARKER: Z = SEE DESCRIPTION
 SF0304_SETTING: 0 = UNSPECIFIED SETTING
 SF0304_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0304
 SF0304  HISTORY     - Date     Condition        Report By
 SF0304  HISTORY     - 1975     MONUMENTED       IBC
 SF0304
 SF0304                          STATION DESCRIPTION
 SF0304
 SF0304'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1975 (CRM)
 SF0304'THE STATION IS LOCATED ABOUT 1-1/4 MILES EAST OF THE
 SF0304'INTERNATIONAL BRIDGE BETWEEN MADAWASKA AND EDMUNDSTON, ON THE
 SF0304'NORTH PORTION OF MADAWASKA ISLAND, AND ABOUT 0.1 MILE WEST
 SF0304'OF THE EAST END OF THE ISLAND.
 SF0304'
 SF0304'A BOAT IS REQUIRED TO REACH THE STATION.
 SF0304'
 SF0304'THE STATION MARK, STAMPED 138A-75 1 1975, IS A BRONZE, REFERENCE
 SF0304'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST
 SF0304'THAT IS 12 INCHES IN DIAMETER AND PROJECTS 8 INCHES.  IT IS
 SF0304'52 FEET SOUTH-SOUTHWEST OF THE RIVER BANK AND 26.8 FEET
 SF0304'NORTHEAST OF A STEEL, WITNESS POST WITH METAL SIGN ATTACHED.
 SF0304'
 SF0304'REFERENCE MONUMENT 138A-75, STAMPED 138A-75 1975, IS A BRONZE,
 SF0304'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0304'POST THAT IS 18 INCHES IN DIAMETER AND PROJECTS 0.6 FOOT.  IT
 SF0304'IS 60 FEET SOUTH-SOUTHWEST OF THE RIVER BANK AND 6.6 FEET
 SF0304'EAST-NORTHEAST OF THE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0652 ***********************************************************************
 RF0652  DESIGNATION -  14 JHS
 RF0652  PID         -  RF0652
 RF0652  STATE/COUNTY-  ME/AROOSTOOK
 RF0652  USGS QUAD   -  SEVEN ISLANDS (1986)
 RF0652
 RF0652                         *CURRENT SURVEY CONTROL
 RF0652  ___________________________________________________________________
 RF0652* NAD 83(1986)-  46 46 15.     (N)    069 30 03.     (W)     SCALED    
 RF0652* NAVD 88     -       408.967  (meters)    1341.75   (feet)  ADJUSTED  
 RF0652  ___________________________________________________________________
 RF0652  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 RF0652  DYNAMIC HT  -         408.993 (meters)    1341.84  (feet)  COMP
 RF0652  MODELED GRAV-     980,665.3   (mgal)                       NAVD 88
 RF0652
 RF0652  VERT ORDER  -  SECOND    CLASS II
 RF0652
 RF0652.The horizontal coordinates were scaled from a topographic map and have
 RF0652.an estimated accuracy of +/- 6 seconds.
 RF0652
 RF0652.The orthometric height was determined by differential leveling
 RF0652.and adjusted by the National Geodetic Survey in June 1991..
 RF0652
 RF0652.The geoid height was determined by GEOID03.
 RF0652
 RF0652.The dynamic height is computed by dividing the NAVD 88
 RF0652.geopotential number by the normal gravity value computed on the
 RF0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0652.degrees latitude (g = 980.6199 gals.).
 RF0652
 RF0652.The modeled gravity was interpolated from observed gravity values.
 RF0652
 RF0652;                    North         East    Units  Estimated Accuracy
 RF0652;SPC ME E     -   345,440.      223,560.      MT  (+/- 180 meters Scaled)
 RF0652
 RF0652                          SUPERSEDED SURVEY CONTROL
 RF0652
 RF0652.No superseded survey control is available for this station.
 RF0652
 RF0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM617798(NAD 83)
 RF0652_MARKER: DD = SURVEY DISK
 RF0652_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RF0652+WITH SETTING: INFORMATION.
 RF0652_SP_SET: SHALLOW-SET METAL ROD
 RF0652_STAMPING: 14 JHS 1984
 RF0652_MARK LOGO: USGS  
 RF0652_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RF0652
 RF0652  HISTORY     - Date     Condition        Report By
 RF0652  HISTORY     - 1984     MONUMENTED       USGS-M
 RF0652
 RF0652                          STATION DESCRIPTION
 RF0652
 RF0652'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1984
 RF0652'11.6 MI NORTH FROM CLAYTON LAKE.
 RF0652'CLAYTON LAKE POST OFFICE, 0.8 MI (1.3 KM) NW. OF THENCE 15.8 MI
 RF0652'(25.4 KM) N. ALONG MAIN TRAVELED RD., ABOUT 1.3 MI (2.1 KM) N. AND
 RF0652'1.5 MI (2.4 KM) W. OF SE. COR. OF T. 13, R. 14, WELS, 34 FT (10.4 M)
 RF0652'WNW. AND 0.9 FT (27.4 CM) HIGHER THAN T-RD. E., 2.9 FT (0.88 M) N. OF
 RF0652'WITNESS POST, A STANDARD ROD SUPPORTED TABLET CENTERED IN PLASTIC
 RF0652'PIPE AT GROUND LEVEL.
 RF0652'THE MARK IS 0.9 FT ABOVE THE ROAD EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0612 ***********************************************************************
 RF0612  DESIGNATION -  14 JHS USGS
 RF0612  PID         -  RF0612
 RF0612  STATE/COUNTY-  ME/AROOSTOOK
 RF0612  USGS QUAD   -  BIG BROOK LAKE (1986)
 RF0612
 RF0612                         *CURRENT SURVEY CONTROL
 RF0612  ___________________________________________________________________
 RF0612* NAD 83(1986)-  46 46 40.     (N)    069 00 00.     (W)     SCALED    
 RF0612* NAVD 88     -       475.644  (meters)    1560.51   (feet)  ADJUSTED  
 RF0612  ___________________________________________________________________
 RF0612  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 RF0612  DYNAMIC HT  -         475.670 (meters)    1560.59  (feet)  COMP
 RF0612  MODELED GRAV-     980,653.9   (mgal)                       NAVD 88
 RF0612
 RF0612  VERT ORDER  -  SECOND    CLASS II
 RF0612
 RF0612.The horizontal coordinates were scaled from a topographic map and have
 RF0612.an estimated accuracy of +/- 6 seconds.
 RF0612
 RF0612.The orthometric height was determined by differential leveling
 RF0612.and adjusted by the National Geodetic Survey in June 1991..
 RF0612
 RF0612.The geoid height was determined by GEOID03.
 RF0612
 RF0612.The dynamic height is computed by dividing the NAVD 88
 RF0612.geopotential number by the normal gravity value computed on the
 RF0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0612.degrees latitude (g = 980.6199 gals.).
 RF0612
 RF0612.The modeled gravity was interpolated from observed gravity values.
 RF0612
 RF0612;                    North         East    Units  Estimated Accuracy
 RF0612;SPC ME E     -   345,840.      261,820.      MT  (+/- 180 meters Scaled)
 RF0612
 RF0612                          SUPERSEDED SURVEY CONTROL
 RF0612
 RF0612.No superseded survey control is available for this station.
 RF0612
 RF0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM000804(NAD 83)
 RF0612_MARKER: DB = BENCH MARK DISK
 RF0612_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RF0612_SP_SET: COPPER-CLAD STEEL ROD
 RF0612_STAMPING: 14 JHS 1983
 RF0612_MARK LOGO: USGS  
 RF0612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0612
 RF0612  HISTORY     - Date     Condition        Report By
 RF0612  HISTORY     - 1983     MONUMENTED       USGS-M
 RF0612
 RF0612                          STATION DESCRIPTION
 RF0612
 RF0612'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1983
 RF0612'36.3 MI NW FROM ASHLAND.
 RF0612'22.3 MI (35.9 KM) WEST ALONG THE AMERICAN REALTY ROAD FROM ASHLAND,
 RF0612'THENCE 9 MI (14.5 KM) NORTHWEST ALONG ROAD FROM ITS JUNCTION WITH THE
 RF0612'AMERICAN REALTY ROAD NEAR NORTHWEST CORNER OF BIG MACHIAS LAKE TO BM 9
 RF0612'JHS USGS AND ROAD JUNCTION, THENCE 5 MI (8 KM) GENERALLY NORTH ALONG
 RF0612'RIGHT FORK, 1 MI (1.6 KM) NORTHEAST ALONG ROAD FROM BM 13 JHS USGS AND
 RF0612'ROAD JUNCTION, 1.5 MI (2.4 KM) EAST OF BIG BROOK, 0.5 MI (0.8 KM)
 RF0612'SOUTH OF A SMALL STREAM, 35 FT (10.7 M) SOUTHEAST OF ROAD, AT
 RF0612'NORTHEAST EDGE OF SMALL CLEARING, 1.5 FT (0.46 M) NORTHWEST OF A
 RF0612'WITNESS POST, 7.1 FT (2.2 M) ABOVE THE ROAD, A STANDARD ROD SUPPORTED
 RF0612'USGS TABLET CENTERED IN PLASTIC PIPE AT GROUND LEVEL AND STAMPED 14
 RF0612'JHS 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1112 ***********************************************************************
 PE1112  DESIGNATION -  14 RAK
 PE1112  PID         -  PE1112
 PE1112  STATE/COUNTY-  ME/LINCOLN
 PE1112  USGS QUAD   -  WALDOBORO WEST (1988)
 PE1112
 PE1112                         *CURRENT SURVEY CONTROL
 PE1112  ___________________________________________________________________
 PE1112* NAD 83(1986)-  44 00 14.     (N)    069 27 30.     (W)     SCALED    
 PE1112* NAVD 88     -        24.294  (meters)      79.70   (feet)  ADJUSTED  
 PE1112  ___________________________________________________________________
 PE1112  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 PE1112  DYNAMIC HT  -          24.291 (meters)      79.69  (feet)  COMP
 PE1112  MODELED GRAV-     980,520.4   (mgal)                       NAVD 88
 PE1112
 PE1112  VERT ORDER  -  SECOND    CLASS 0
 PE1112
 PE1112.The horizontal coordinates were scaled from a topographic map and have
 PE1112.an estimated accuracy of +/- 6 seconds.
 PE1112
 PE1112.The orthometric height was determined by differential leveling
 PE1112.and adjusted by the National Geodetic Survey in June 1991..
 PE1112
 PE1112.The geoid height was determined by GEOID03.
 PE1112
 PE1112.The dynamic height is computed by dividing the NAVD 88
 PE1112.geopotential number by the normal gravity value computed on the
 PE1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1112.degrees latitude (g = 980.6199 gals.).
 PE1112
 PE1112.The modeled gravity was interpolated from observed gravity values.
 PE1112
 PE1112;                    North         East    Units  Estimated Accuracy
 PE1112;SPC ME W     -   130,290.      956,810.      MT  (+/- 180 meters Scaled)
 PE1112
 PE1112                          SUPERSEDED SURVEY CONTROL
 PE1112
 PE1112  NGVD 29 (??/??/92)   24.502  (m)           80.39   (f) ADJ UNCH    2 0
 PE1112
 PE1112.Superseded values are not recommended for survey control.
 PE1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1112.See file dsdata.txt to determine how the superseded data were derived.
 PE1112
 PE1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ632724(NAD 83)
 PE1112_MARKER: DD = SURVEY DISK
 PE1112_SETTING: 66 = SET IN ROCK OUTCROP
 PE1112_SP_SET: BEDROCK
 PE1112_STAMPING: 80 14 RAK 1963
 PE1112_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1112+STABILITY: POSITION/ELEVATION WELL
 PE1112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE1112+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2003
 PE1112
 PE1112  HISTORY     - Date     Condition        Report By
 PE1112  HISTORY     - 1963     MONUMENTED       USGS
 PE1112  HISTORY     - 1963     GOOD             NGS
 PE1112  HISTORY     - 20031124 GOOD             USPSQD
 PE1112  HISTORY     - 20060102 GOOD             USPSQD
 PE1112  HISTORY     - 20060103 GOOD             USPSQD
 PE1112
 PE1112                          STATION DESCRIPTION
 PE1112
 PE1112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 PE1112'5.7 MI SE FROM DAMARISCOTTA.
 PE1112'ABOUT 1.3 MILES EAST ALONG U.S. HIGHWAY 1 (BUSINESS ROUTE) FROM
 PE1112'THE SOUTH END OF THE LARGE BRIDGE OVER THE DAMARISCOTTA RIVER AT
 PE1112'DAMARISCOTTA, THENCE 4.4 MILES SOUTHEAST ALONG AN ASPHALT ROAD,
 PE1112'ALONG THE SOUTH SHORE OF MC CURDY POND, SET ON THE TOP AND NEAR
 PE1112'THE WEST EDGE OF A LARGE MASS OF EXPOSED BEDROCK WHICH EXTENDS
 PE1112'OUT INTO THE POND AT THIS POINT, 137 FEET EAST OF THE CENTER LINE
 PE1112'OF THE ROAD, 48 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 PE1112'CABIN NEAR SHORE LINE OF POND, 32 FEET NORTHWEST OF THE SOUTHEAST
 PE1112'POINT OF THE EXPOSED BEDROCK AND ABOUT 8 FEET BELOW THE LEVEL OF
 PE1112'THE ROAD.  NOTE-- MARK MAY BE REACHED FROM ROUND POND BY GOING
 PE1112'3.95 MILES NORTH ALONG STATE HIGHWAY 32 FROM THE METHODIST CHURCH
 PE1112'AT ROUND POND, THENCE 0.8 MILE NORTHWEST ALONG ASPHALT ROAD TO
 PE1112'MARK ON RIGHT AT MC CURDY POND.
 PE1112
 PE1112                          STATION RECOVERY (2003)
 PE1112
 PE1112'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMW)
 PE1112'THE CABIN NOW APPEARS TO BE A YEAR ROUND HOME.
 PE1112
 PE1112                          STATION RECOVERY (2006)
 PE1112
 PE1112'RECOVERY NOTE BY US POWER SQUADRON 2006 (AMW)
 PE1112'RECOVERED IN GOOD CONDITION.
 PE1112
 PE1112                          STATION RECOVERY (2006)
 PE1112
 PE1112'RECOVERY NOTE BY US POWER SQUADRON 2006 (AMW)
 PE1112'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0451 ***********************************************************************
 QG0451  DESIGNATION -  140
 QG0451  PID         -  QG0451
 QG0451  STATE/COUNTY-  ME/PENOBSCOT
 QG0451  USGS QUAD   -  HOWLAND (1988)
 QG0451
 QG0451                         *CURRENT SURVEY CONTROL
 QG0451  ___________________________________________________________________
 QG0451* NAD 83(1986)-  45 07 54.     (N)    068 38 07.     (W)     SCALED    
 QG0451* NAVD 88     -        42.395  (meters)     139.09   (feet)  ADJUSTED  
 QG0451  ___________________________________________________________________
 QG0451  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 QG0451  DYNAMIC HT  -          42.395 (meters)     139.09  (feet)  COMP
 QG0451  MODELED GRAV-     980,613.8   (mgal)                       NAVD 88
 QG0451
 QG0451  VERT ORDER  -  SECOND    CLASS 0
 QG0451
 QG0451.The horizontal coordinates were scaled from a topographic map and have
 QG0451.an estimated accuracy of +/- 6 seconds.
 QG0451
 QG0451.The orthometric height was determined by differential leveling
 QG0451.and adjusted by the National Geodetic Survey in June 1991..
 QG0451
 QG0451.The geoid height was determined by GEOID03.
 QG0451
 QG0451.The dynamic height is computed by dividing the NAVD 88
 QG0451.geopotential number by the normal gravity value computed on the
 QG0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0451.degrees latitude (g = 980.6199 gals.).
 QG0451
 QG0451.The modeled gravity was interpolated from observed gravity values.
 QG0451
 QG0451;                    North         East    Units  Estimated Accuracy
 QG0451;SPC ME E     -   162,780.      289,360.      MT  (+/- 180 meters Scaled)
 QG0451
 QG0451                          SUPERSEDED SURVEY CONTROL
 QG0451
 QG0451  NGVD 29 (??/??/92)   42.601  (m)          139.77   (f) ADJ UNCH    2 0
 QG0451
 QG0451.Superseded values are not recommended for survey control.
 QG0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0451.See file dsdata.txt to determine how the superseded data were derived.
 QG0451
 QG0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK286976(NAD 83)
 QG0451_MARKER: DD = SURVEY DISK
 QG0451_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 QG0451_SP_SET: UNSPECIFIED ROCK
 QG0451_STAMPING: 140 43 FAD 1958
 QG0451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG0451
 QG0451  HISTORY     - Date     Condition        Report By
 QG0451  HISTORY     - 1958     MONUMENTED       USGS
 QG0451  HISTORY     - 1958     GOOD             NGS
 QG0451
 QG0451                          STATION DESCRIPTION
 QG0451
 QG0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QG0451'18.4 MI N FROM OLD TOWN.
 QG0451'2.95 MILES NORTHWEST ALONG STATE HIGHWAY 43 FROM ITS JUNCTION
 QG0451'WITH U.S. HIGHWAY 2 AT OLD TOWN, THENCE 2.25 MILES NORTH ALONG
 QG0451'STATE HIGHWAY 16, THENCE 13.15 MILES NORTH ALONG STATE HIGHWAY
 QG0451'116, ABOUT 0.15 MILES NORTH OF A HOUSE EAST OF THE HIGHWAY, ACROSS
 QG0451'THE HIGHWAY FROM THE NORTH EDGE OF A FIELD EAST OF THE HIGHWAY,
 QG0451'SET IN THE TOP OF A 3-FOOT BY 3-FOOT ROCK PROJECTING 2 FEET,
 QG0451'26 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 94 FEET SOUTHWEST
 QG0451'AND ACROSS THE HIGHWAY FROM THE EDINBURG TOWN LINE MARKER, 234
 QG0451'FEET SOUTH-SOUTHWEST AND ACROSS THE HIGHWAY FROM TELEPHONE POLE
 QG0451'384, 20 FEET SOUTHWEST OF THE WEST END OF A CORRUGATED PIPE
 QG0451'CULVERT, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 QG0451'NOTE-- THE MARK MAY BE REACHED FROM HOWLAND, PENOBSCOT COUNTY,
 QG0451'BY GOING SOUTH FOR 8.35 MILES ALONG STATE HIGHWAY 116 FROM THE
 QG0451'WEST END OF THE BRIDGE OVER THE PENOBSCOT RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0043 ***********************************************************************
 PF0043  DESIGNATION -  1405.6
 PF0043  PID         -  PF0043
 PF0043  STATE/COUNTY-  ME/FRANKLIN
 PF0043  USGS QUAD   -  REDINGTON (1984)
 PF0043
 PF0043                         *CURRENT SURVEY CONTROL
 PF0043  ___________________________________________________________________
 PF0043* NAD 83(1986)-  44 56 58.     (N)    070 23 58.     (W)     SCALED    
 PF0043* NAVD 88     -       428.43   (+/-2cm)    1405.6    (feet)  VERTCON   
 PF0043  ___________________________________________________________________
 PF0043  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 PF0043
 PF0043  VERT ORDER  -  ? (See Below)
 PF0043
 PF0043.The horizontal coordinates were scaled from a topographic map and have
 PF0043.an estimated accuracy of +/- 6 seconds.
 PF0043
 PF0043.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF0043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF0043.The vertical order pertains to the NGVD 29 superseded value.
 PF0043
 PF0043.The geoid height was determined by GEOID03.
 PF0043
 PF0043;                    North         East    Units  Estimated Accuracy
 PF0043;SPC ME W     -   235,140.      881,630.      MT  (+/- 180 meters Scaled)
 PF0043
 PF0043                          SUPERSEDED SURVEY CONTROL
 PF0043
 PF0043  NGVD 29 (??/??/92)  428.569  (m)         1406.06   (f) ADJ UNCH    ?  
 PF0043
 PF0043.Superseded values are not recommended for survey control.
 PF0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0043.See file dsdata.txt to determine how the superseded data were derived.
 PF0043
 PF0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK896782(NAD 83)
 PF0043_MARKER: DD = SURVEY DISK
 PF0043_SETTING: 80 = SET IN A BOULDER
 PF0043_SP_SET: BOULDER
 PF0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0043+STABILITY: SURFACE MOTION
 PF0043
 PF0043  HISTORY     - Date     Condition        Report By
 PF0043  HISTORY     - UNK      MONUMENTED       USGS
 PF0043  HISTORY     - 1933     GOOD             NGS
 PF0043  HISTORY     - 1934     GOOD             NGS
 PF0043
 PF0043                          STATION DESCRIPTION
 PF0043
 PF0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PF0043'3.6 MI SE FROM REDINGTON.
 PF0043'3.6 MILES SOUTHEAST ALONG THE OLD ROADBED OF THE ABANDONED SANDY
 PF0043'RIVER AND RANGELEY LAKES RAILROAD FROM REDINGTON, FRANKLIN COUNTY,
 PF0043'2.4 MILES NORTH OF PERHAM JUNCTION, 2 YARDS EAST OF THE CENTER LINNE
 PF0043'OF THE ROADBED, IN THE TOP OF A BOULDER PAINTED 1405.6, AND
 PF0043'ABOUT 1 FOOT HIGHER THAN THE ROADBED.  A DRILL HOLE.
 PF0043
 PF0043                          STATION RECOVERY (1934)
 PF0043
 PF0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PF0043'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0101 ***********************************************************************
 PF0101  DESIGNATION -  141
 PF0101  PID         -  PF0101
 PF0101  STATE/COUNTY-  ME/ANDROSCOGGIN
 PF0101  USGS QUAD   -  LEWISTON (1979)
 PF0101
 PF0101                         *CURRENT SURVEY CONTROL
 PF0101  ___________________________________________________________________
 PF0101* NAD 83(1986)-  44 05 51.     (N)    070 13 55.     (W)     SCALED    
 PF0101* NAVD 88     -        56.587  (meters)     185.65   (feet)  ADJUSTED  
 PF0101  ___________________________________________________________________
 PF0101  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 PF0101  DYNAMIC HT  -          56.581 (meters)     185.63  (feet)  COMP
 PF0101  MODELED GRAV-     980,508.6   (mgal)                       NAVD 88
 PF0101
 PF0101  VERT ORDER  -  FIRST     CLASS I
 PF0101
 PF0101.The horizontal coordinates were scaled from a topographic map and have
 PF0101.an estimated accuracy of +/- 6 seconds.
 PF0101
 PF0101.The orthometric height was determined by differential leveling
 PF0101.and adjusted by the National Geodetic Survey in June 1991..
 PF0101
 PF0101.The geoid height was determined by GEOID03.
 PF0101
 PF0101.The dynamic height is computed by dividing the NAVD 88
 PF0101.geopotential number by the normal gravity value computed on the
 PF0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0101.degrees latitude (g = 980.6199 gals.).
 PF0101
 PF0101.The modeled gravity was interpolated from observed gravity values.
 PF0101
 PF0101;                    North         East    Units  Estimated Accuracy
 PF0101;SPC ME W     -   140,450.      894,770.      MT  (+/- 180 meters Scaled)
 PF0101
 PF0101                          SUPERSEDED SURVEY CONTROL
 PF0101
 PF0101  NGVD 29 (??/??/92)   56.775  (m)          186.27   (f) ADJ UNCH    1 1
 PF0101
 PF0101.Superseded values are not recommended for survey control.
 PF0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0101.See file dsdata.txt to determine how the superseded data were derived.
 PF0101
 PF0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ013834(NAD 83)
 PF0101_MARKER: DB = BENCH MARK DISK
 PF0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PF0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PF0101_STAMPING: 141
 PF0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0101+STABILITY: SURFACE MOTION
 PF0101
 PF0101  HISTORY     - Date     Condition        Report By
 PF0101  HISTORY     - UNK      MONUMENTED       MEGS
 PF0101  HISTORY     - 1966     GOOD             NGS
 PF0101  HISTORY     - 20041116 MARK NOT FOUND   USPSQD
 PF0101  HISTORY     - 20060529 MARK NOT FOUND   GEOCAC
 PF0101
 PF0101                          STATION DESCRIPTION
 PF0101
 PF0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PF0101'AT AUBURN.
 PF0101'AT AUBURN, 1 BLOCK EAST ALONG COURT STREET FROM THE CROSSING
 PF0101'OF THE MAINE CENTRAL RAILROAD, NEAR THE INTERSECTION OF SPRING
 PF0101'AND COURT STREETS, AT THE SOUTHEAST CORNER OF THE LAWN OF THE
 PF0101'PUBLIC LIBRARY, 9.8 FEET NORTH OF THE NORTH CURB OF COURT STREET,
 PF0101'9.0 FEET WEST OF THE WEST CURB OF SPRING STREET, ABOUT 0.2 FOOT
 PF0101'ABOVE THE LEVEL OF THE SIDEWALK AND SET IN THE TOP OF A CONCRETE
 PF0101'POST PROJECTING 0.2 FOOT.
 PF0101
 PF0101                          STATION RECOVERY (2004)
 PF0101
 PF0101'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMW)
 PF0101'THE LIBRARY IS HAVING MAJOR REBUILDING AND THE AREA AROUND COULD NOT
 PF0101'BE ACCESSED TO LOOK FOR THE MARK.
 PF0101
 PF0101                          STATION RECOVERY (2006)
 PF0101
 PF0101'RECOVERY NOTE BY GEOCACHING 2006 (JKS)
 PF0101'MARK NOT FOUND. AT ABOUT THE SAME LOCATION IS A DISK STAMPED 141 RESET
 PF0101'1980. IT IS IN A RETAINING WALL ABOUT 2 FEET ABOVE THE SIDEWALK. ALSO,
 PF0101'THE LISTED CO-ORDINATES HERE HAVE BEEN REVERSED WITH THE CO-ORDINATES
 PF0101'FOR PF0099, AN ERROR DATING BACK TO 1966. SUBMITTED BY JOHN K. SNYDER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0099 ***********************************************************************
 PF0099  DESIGNATION -  142
 PF0099  PID         -  PF0099
 PF0099  STATE/COUNTY-  ME/ANDROSCOGGIN
 PF0099  USGS QUAD   -  LEWISTON (1979)
 PF0099
 PF0099                         *CURRENT SURVEY CONTROL
 PF0099  ___________________________________________________________________
 PF0099* NAD 83(1986)-  44 05 47.     (N)    070 13 49.     (W)     SCALED    
 PF0099* NAVD 88     -        59.480  (meters)     195.14   (feet)  ADJUSTED  
 PF0099  ___________________________________________________________________
 PF0099  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 PF0099  DYNAMIC HT  -          59.474 (meters)     195.12  (feet)  COMP
 PF0099  MODELED GRAV-     980,508.8   (mgal)                       NAVD 88
 PF0099
 PF0099  VERT ORDER  -  FIRST     CLASS I
 PF0099
 PF0099.The horizontal coordinates were scaled from a topographic map and have
 PF0099.an estimated accuracy of +/- 6 seconds.
 PF0099
 PF0099.The orthometric height was determined by differential leveling
 PF0099.and adjusted by the National Geodetic Survey in June 1991..
 PF0099
 PF0099.The geoid height was determined by GEOID03.
 PF0099
 PF0099.The dynamic height is computed by dividing the NAVD 88
 PF0099.geopotential number by the normal gravity value computed on the
 PF0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0099.degrees latitude (g = 980.6199 gals.).
 PF0099
 PF0099.The modeled gravity was interpolated from observed gravity values.
 PF0099
 PF0099;                    North         East    Units  Estimated Accuracy
 PF0099;SPC ME W     -   140,330.      894,910.      MT  (+/- 180 meters Scaled)
 PF0099
 PF0099                          SUPERSEDED SURVEY CONTROL
 PF0099
 PF0099  NGVD 29 (??/??/92)   59.669  (m)          195.76   (f) ADJ UNCH    1 1
 PF0099
 PF0099.Superseded values are not recommended for survey control.
 PF0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0099.See file dsdata.txt to determine how the superseded data were derived.
 PF0099
 PF0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ015833(NAD 83)
 PF0099_MARKER: DB = BENCH MARK DISK
 PF0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PF0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PF0099_STAMPING: 142
 PF0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0099+STABILITY: SURFACE MOTION
 PF0099
 PF0099  HISTORY     - Date     Condition        Report By
 PF0099  HISTORY     - UNK      MONUMENTED       MEGS
 PF0099  HISTORY     - 1966     GOOD             NGS
 PF0099  HISTORY     - 20060505 MARK NOT FOUND   USPSQD
 PF0099
 PF0099                          STATION DESCRIPTION
 PF0099
 PF0099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PF0099'AT AUBURN.
 PF0099'AT AUBURN, ABOUT 0.1 MILE WEST ALONG COURT STREET FROM THE
 PF0099'CROSSING OF THE MAINE CENTRAL RAILROAD, NEAR THE JUNCTION OF
 PF0099'SOUTH GOFF STREET, 12.8 FEET SOUTH OF THE SOUTH CURB OF COURT
 PF0099'STREET, 8.8 FEET WEST OF THE WEST CURB OF SOUTH GOFF STREET, 3.1
 PF0099'FEET SOUTH OF A STONE POST, ABOUT LEVEL WITH THE SIDEWALK AND
 PF0099'SET IN THE TOP OF A CONCRETE POST 0.3 FOOT UNDERGROUND.
 PF0099
 PF0099                          STATION RECOVERY (2006)
 PF0099
 PF0099'RECOVERY NOTE BY US POWER SQUADRON 2006 (AMW)
 PF0099'MEASURMENT FROM THE TWO CURBS OF COURT AND GOFF STREETS DID NOT GIVE
 PF0099'ANY INDICATION, SEARCHING WITH A METAL DETECTOR. A LARGE BUILDING,
 PF0099'FAIRLY NEW, HOUSING THE WATER AND SEWER DICTRICTS IS AT THE CORNER.
 PF0099'THERE IS SOME LARGE COVER PLATES SUROUNDING THE AREA OF THE STREET
 PF0099'CORNERS. INSTALLING THE PIPING UNDER THE ENTIRE AREA MAY HAVE
 PF0099'DESTROYED THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0426 ***********************************************************************
 QG0426  DESIGNATION -  142
 QG0426  PID         -  QG0426
 QG0426  STATE/COUNTY-  ME/PENOBSCOT
 QG0426  USGS QUAD   -  GREENBUSH (1988)
 QG0426
 QG0426                         *CURRENT SURVEY CONTROL
 QG0426  ___________________________________________________________________
 QG0426* NAD 83(1986)-  45 06 24.     (N)    068 39 37.     (W)     SCALED    
 QG0426* NAVD 88     -        43.014  (meters)     141.12   (feet)  ADJUSTED  
 QG0426  ___________________________________________________________________
 QG0426  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 QG0426  DYNAMIC HT  -          43.014 (meters)     141.12  (feet)  COMP
 QG0426  MODELED GRAV-     980,612.9   (mgal)                       NAVD 88
 QG0426
 QG0426  VERT ORDER  -  SECOND    CLASS 0
 QG0426
 QG0426.The horizontal coordinates were scaled from a topographic map and have
 QG0426.an estimated accuracy of +/- 6 seconds.
 QG0426
 QG0426.The orthometric height was determined by differential leveling
 QG0426.and adjusted by the National Geodetic Survey in June 1991..
 QG0426
 QG0426.The geoid height was determined by GEOID03.
 QG0426
 QG0426.The dynamic height is computed by dividing the NAVD 88
 QG0426.geopotential number by the normal gravity value computed on the
 QG0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0426.degrees latitude (g = 980.6199 gals.).
 QG0426
 QG0426.The modeled gravity was interpolated from observed gravity values.
 QG0426
 QG0426;                    North         East    Units  Estimated Accuracy
 QG0426;SPC ME E     -   160,010.      287,390.      MT  (+/- 180 meters Scaled)
 QG0426
 QG0426                          SUPERSEDED SURVEY CONTROL
 QG0426
 QG0426  NGVD 29 (??/??/92)   43.220  (m)          141.80   (f) ADJ UNCH    2 0
 QG0426
 QG0426.Superseded values are not recommended for survey control.
 QG0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0426.See file dsdata.txt to determine how the superseded data were derived.
 QG0426
 QG0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK267948(NAD 83)
 QG0426_MARKER: DD = SURVEY DISK
 QG0426_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 QG0426_SP_SET: UNSPECIFIED ROCK
 QG0426_STAMPING: 142 42 FAD 1958
 QG0426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG0426
 QG0426  HISTORY     - Date     Condition        Report By
 QG0426  HISTORY     - 1958     MONUMENTED       USGS
 QG0426  HISTORY     - 1958     GOOD             NGS
 QG0426
 QG0426                          STATION DESCRIPTION
 QG0426
 QG0426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QG0426'16.2 MI N FROM OLD TOWN.
 QG0426'2.95 MILES NORTHWEST ALONG STATE HIGHWAY 43 FROM ITS JUNCTION
 QG0426'WITH U.S. HIGHWAY 2 AT OLD TOWN, THENCE 2.25 MILES NORTH ALONG
 QG0426'STATE HIGHWAY 16, THENCE 10.95 MILES NORTH ALONG STATE HIGHWAY
 QG0426'116, AT THE JUNCTION OF DRIVE WEST TO A HOUSE, SET IN THE
 QG0426'TOP OF A 6-FOOT BY 4-FOOT ROCK PROJECTING 4 FEET, 60 FEET
 QG0426'WEST OF THE CENTER LINE OF THE HIGHWAY, 181 FEET SOUTH-SOUTHWEST
 QG0426'OF TELEPHONE POLE, 169 FEET NORTH OF THE CENTER LINE OF THE
 QG0426'JUNCTION OF DRIVE WEST TO THE HOUSE, 152 FEET NORTH-NORTHWEST
 QG0426'OF TELEPHONE POLE 346 WITH A TRANSFORMER, ABOUT LEVEL WITH
 QG0426'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0368 ***********************************************************************
 SF0368  DESIGNATION -  143 IBC 1976 RM 2 1976
 SF0368  PID         -  SF0368
 SF0368  STATE/COUNTY-  ME/AROOSTOOK
 SF0368  USGS QUAD   -  FRENCHVILLE (1986)
 SF0368
 SF0368                         *CURRENT SURVEY CONTROL
 SF0368  ___________________________________________________________________
 SF0368* NAD 83(1996)-  47 17 08.26311(N)    068 27 14.38514(W)     ADJUSTED  
 SF0368* NAVD 88     -       147.7    (meters)     485.     (feet)  VERTCON   
 SF0368  ___________________________________________________________________
 SF0368  LAPLACE CORR-           5.26  (seconds)                    DEFLEC99
 SF0368  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 SF0368
 SF0368  HORZ ORDER  -  SECOND
 SF0368
 SF0368.The horizontal coordinates were established by classical geodetic methods
 SF0368.and adjusted by the National Geodetic Survey in March 1998..
 SF0368
 SF0368.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0368.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0368
 SF0368.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0368
 SF0368.The geoid height was determined by GEOID03.
 SF0368
 SF0368;                    North         East     Units Scale Factor Converg.
 SF0368;SPC ME E     -   402,176.146   303,479.852   MT  0.99990015   +0 02 01.7
 SF0368;UTM  19      - 5,237,050.329   541,288.493   MT  0.99962095   +0 24 04.2
 SF0368
 SF0368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0368!SPC ME E     -   0.99998063  x   0.99990015  =   0.99988079
 SF0368!UTM  19      -   0.99998063  x   0.99962095  =   0.99960159
 SF0368
 SF0368:                Primary Azimuth Mark                     Grid Az
 SF0368:SPC ME E     -  REFERENCE MON C 68B                      028 00 56.9
 SF0368:UTM  19      -  REFERENCE MON C 68B                      027 38 54.4
 SF0368
 SF0368|---------------------------------------------------------------------|
 SF0368| PID    Reference Object                     Distance      Geod. Az  |
 SF0368|                                                           dddmmss.s |
 SF0368| SF0356 REFERENCE MON C 68B                 APPROX. 0.6 KM 0280258.6 |
 SF0368| SF0367 REFERENCE MON 143                     5.999 METERS 15027     |
 SF0368|---------------------------------------------------------------------|
 SF0368
 SF0368                          SUPERSEDED SURVEY CONTROL
 SF0368
 SF0368  NAD 83(1992)-  47 17 08.25858(N)    068 27 14.38154(W) AD(       ) 2
 SF0368  NAD 83(1986)-  47 17 08.26537(N)    068 27 14.37535(W) AD(       ) 2
 SF0368  NAD 27      -  47 17 08.12361(N)    068 27 16.21416(W) AD(       ) 2
 SF0368  NGVD 29 (07/19/86)  147.8    (m)          485.     (f) VERT ANG       
 SF0368
 SF0368.Superseded values are not recommended for survey control.
 SF0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0368.See file dsdata.txt to determine how the superseded data were derived.
 SF0368
 SF0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN4128837050(NAD 83)
 SF0368_MARKER: Z = SEE DESCRIPTION
 SF0368_SETTING: 0 = UNSPECIFIED SETTING
 SF0368_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0368
 SF0368  HISTORY     - Date     Condition        Report By
 SF0368  HISTORY     - 1976     MONUMENTED       IBC
 SF0368
 SF0368                          STATION DESCRIPTION
 SF0368
 SF0368'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1976 (CRM)
 SF0368'THE STATION IS LOCATED ABOUT 1-1/4 MILES WEST-NORTHWEST OF
 SF0368'UPPER FRENCHVILLE, MAINE, ON PINE ISLAND, ABOUT MID-WAY BETWEEN
 SF0368'THE SOUTHEAST AND NORTHWEST ENDS OF THE ISLAND, AND 300 FEET
 SF0368'SOUTHWEST OF THE NORTHEAST SHORE.
 SF0368'
 SF0368'THE STATION MARK, STAMPED 143-76 2 1976, IS A BRONZE, REFERENCE
 SF0368'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT
 SF0368'IS 12 INCHES IN DIAMETER AND PROJECTS 1 FOOT.  IT IS 5.36
 SF0368'METERS NORTHWEST OF A STEEL WITNESS POST WITH METAL SIGN ATTACHED.
 SF0368'
 SF0368'REFERENCE MONUMENT 143-76, STAMPED 143-76 1976, IS A BRONZE,
 SF0368'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0368'POST THAT IS 18 INCHES IN DIAMETER AND PROJECTS 6 INCHES.  IT
 SF0368'IS 1.49 METERS EAST OF THE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0277 ***********************************************************************
 QG0277  DESIGNATION -  144
 QG0277  PID         -  QG0277
 QG0277  STATE/COUNTY-  ME/PENOBSCOT
 QG0277  USGS QUAD   -  PASSADUMKEAG (1988)
 QG0277
 QG0277                         *CURRENT SURVEY CONTROL
 QG0277  ___________________________________________________________________
 QG0277* NAD 83(1986)-  45 08 08.     (N)    068 36 38.     (W)     SCALED    
 QG0277* NAVD 88     -        43.962  (meters)     144.23   (feet)  ADJUSTED  
 QG0277  ___________________________________________________________________
 QG0277  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 QG0277  DYNAMIC HT  -          43.961 (meters)     144.23  (feet)  COMP
 QG0277  MODELED GRAV-     980,612.3   (mgal)                       NAVD 88
 QG0277
 QG0277  VERT ORDER  -  SECOND    CLASS 0
 QG0277
 QG0277.The horizontal coordinates were scaled from a topographic map and have
 QG0277.an estimated accuracy of +/- 6 seconds.
 QG0277
 QG0277.The orthometric height was determined by differential leveling
 QG0277.and adjusted by the National Geodetic Survey in June 1991..
 QG0277
 QG0277.The geoid height was determined by GEOID03.
 QG0277
 QG0277.The dynamic height is computed by dividing the NAVD 88
 QG0277.geopotential number by the normal gravity value computed on the
 QG0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0277.degrees latitude (g = 980.6199 gals.).
 QG0277
 QG0277.The modeled gravity was interpolated from observed gravity values.
 QG0277
 QG0277;                    North         East    Units  Estimated Accuracy
 QG0277;SPC ME E     -   163,210.      291,300.      MT  (+/- 180 meters Scaled)
 QG0277
 QG0277                          SUPERSEDED SURVEY CONTROL
 QG0277
 QG0277  NGVD 29 (??/??/92)   44.168  (m)          144.91   (f) ADJ UNCH    2 0
 QG0277
 QG0277.Superseded values are not recommended for survey control.
 QG0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0277.See file dsdata.txt to determine how the superseded data were derived.
 QG0277
 QG0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK306980(NAD 83)
 QG0277_MARKER: DD = SURVEY DISK
 QG0277_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QG0277_SP_SET: MILEPOST
 QG0277_STAMPING: 144 BANGOR
 QG0277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG0277
 QG0277  HISTORY     - Date     Condition        Report By
 QG0277  HISTORY     - UNK      MONUMENTED       USGS
 QG0277  HISTORY     - 1935     GOOD             NGS
 QG0277
 QG0277                          STATION DESCRIPTION
 QG0277
 QG0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QG0277'0.7 MI N FROM OLAMON.
 QG0277'0.7 MILE NORTH ALONG THE MAINE CENTRAL RAILROAD FROM THE STATION
 QG0277'AT OLAMON, PENOBSCOT COUNTY, 24 FEET EAST OF THE EAST RAIL,
 QG0277'IN THE WEST FACE OF MILEPOST P 164, AND ABOUT 3 1/2 FEET
 QG0277'ABOVE GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 QG0277'DISK, STAMPED 144 BANGOR AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0136 ***********************************************************************
 PE0136  DESIGNATION -  145
 PE0136  PID         -  PE0136
 PE0136  STATE/COUNTY-  ME/HANCOCK
 PE0136  USGS QUAD   -  ELLSWORTH (1981)
 PE0136
 PE0136                         *CURRENT SURVEY CONTROL
 PE0136  ___________________________________________________________________
 PE0136* NAD 83(1986)-  44 35 41.     (N)    068 26 58.     (W)     SCALED    
 PE0136* NAVD 88     -        44.128  (meters)     144.78   (feet)  ADJUSTED  
 PE0136  ___________________________________________________________________
 PE0136  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 PE0136  DYNAMIC HT  -          44.125 (meters)     144.77  (feet)  COMP
 PE0136  MODELED GRAV-     980,555.9   (mgal)                       NAVD 88
 PE0136
 PE0136  VERT ORDER  -  SECOND    CLASS 0
 PE0136
 PE0136.The horizontal coordinates were scaled from a topographic map and have
 PE0136.an estimated accuracy of +/- 6 seconds.
 PE0136
 PE0136.The orthometric height was determined by differential leveling
 PE0136.and adjusted by the National Geodetic Survey in June 1991..
 PE0136
 PE0136.The geoid height was determined by GEOID03.
 PE0136
 PE0136.The dynamic height is computed by dividing the NAVD 88
 PE0136.geopotential number by the normal gravity value computed on the
 PE0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0136.degrees latitude (g = 980.6199 gals.).
 PE0136
 PE0136.The modeled gravity was interpolated from observed gravity values.
 PE0136
 PE0136;                    North         East    Units  Estimated Accuracy
 PE0136;SPC ME E     -   103,110.      304,010.      MT  (+/- 180 meters Scaled)
 PE0136
 PE0136                          SUPERSEDED SURVEY CONTROL
 PE0136
 PE0136  NGVD 29 (??/??/92)   44.314  (m)          145.39   (f) ADJ UNCH    2 0
 PE0136
 PE0136.Superseded values are not recommended for survey control.
 PE0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0136.See file dsdata.txt to determine how the superseded data were derived.
 PE0136
 PE0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK436380(NAD 83)
 PE0136_MARKER: DD = SURVEY DISK
 PE0136_SETTING: 80 = SET IN A BOULDER
 PE0136_SP_SET: BOULDER
 PE0136_STAMPING: 145
 PE0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0136+STABILITY: SURFACE MOTION
 PE0136
 PE0136  HISTORY     - Date     Condition        Report By
 PE0136  HISTORY     - 1908     MONUMENTED       USGS
 PE0136  HISTORY     - 1953     GOOD             NGS
 PE0136  HISTORY     - 1987     GOOD             USPSQD
 PE0136
 PE0136                          STATION DESCRIPTION
 PE0136
 PE0136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 PE0136'2.8 MI N FROM ELLSWORTH FALLS.
 PE0136'2.75 MILES NORTH ALONG STATE HIGHWAY 180 FROM THE JUNCTION OF
 PE0136'U.S. HIGHWAY 1 AT ELLSWORTH FALLS, ABOUT 0.55 MILE NORTH OF BRIMMER
 PE0136'DAM AND BRIDGE OVER UNION RIVER AND LAKE OUTLET, 61 FEET EAST
 PE0136'OF CENTER LINE OF HIGHWAY, AT THE NORTH EDGE OF A LARGE CLEARING,
 PE0136'55 FEET EAST-SOUTHEAST OF EAST END OF A 12-INCH PIPE CULVERT, IN
 PE0136'THE TOP AND 3 FEET SOUTHEAST OF THE HIGH POINT OF AN 8 BY 6-FOOT
 PE0136'BOULDER PROJECTING ABOUT 4 FEET AND ABOUT 3 FEET ABOVE LEVEL OF
 PE0136'HIGHWAY.
 PE0136
 PE0136                          STATION RECOVERY (1987)
 PE0136
 PE0136'RECOVERY NOTE BY US POWER SQUADRON 1987 (ELG)
 PE0136'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0274 ***********************************************************************
 QG0274  DESIGNATION -  145
 QG0274  PID         -  QG0274
 QG0274  STATE/COUNTY-  ME/PENOBSCOT
 QG0274  USGS QUAD   -  GREENBUSH (1988)
 QG0274
 QG0274                         *CURRENT SURVEY CONTROL
 QG0274  ___________________________________________________________________
 QG0274* NAD 83(1986)-  45 05 48.     (N)    068 37 55.     (W)     SCALED    
 QG0274* NAVD 88     -        44.173  (meters)     144.92   (feet)  ADJUSTED  
 QG0274  ___________________________________________________________________
 QG0274  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 QG0274  DYNAMIC HT  -          44.173 (meters)     144.92  (feet)  COMP
 QG0274  MODELED GRAV-     980,610.0   (mgal)                       NAVD 88
 QG0274
 QG0274  VERT ORDER  -  SECOND    CLASS 0
 QG0274
 QG0274.The horizontal coordinates were scaled from a topographic map and have
 QG0274.an estimated accuracy of +/- 6 seconds.
 QG0274
 QG0274.The orthometric height was determined by differential leveling
 QG0274.and adjusted by the National Geodetic Survey in June 1991..
 QG0274
 QG0274.The geoid height was determined by GEOID03.
 QG0274
 QG0274.The dynamic height is computed by dividing the NAVD 88
 QG0274.geopotential number by the normal gravity value computed on the
 QG0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0274.degrees latitude (g = 980.6199 gals.).
 QG0274
 QG0274.The modeled gravity was interpolated from observed gravity values.
 QG0274
 QG0274;                    North         East    Units  Estimated Accuracy
 QG0274;SPC ME E     -   158,890.      289,620.      MT  (+/- 180 meters Scaled)
 QG0274
 QG0274                          SUPERSEDED SURVEY CONTROL
 QG0274
 QG0274  NGVD 29 (??/??/92)   44.378  (m)          145.60   (f) ADJ UNCH    2 0
 QG0274
 QG0274.Superseded values are not recommended for survey control.
 QG0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0274.See file dsdata.txt to determine how the superseded data were derived.
 QG0274
 QG0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK289937(NAD 83)
 QG0274_MARKER: DD = SURVEY DISK
 QG0274_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QG0274_SP_SET: MILEPOST
 QG0274_STAMPING: 145 BANGOR
 QG0274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG0274
 QG0274  HISTORY     - Date     Condition        Report By
 QG0274  HISTORY     - UNK      MONUMENTED       USGS
 QG0274  HISTORY     - 1935     GOOD             NGS
 QG0274
 QG0274                          STATION DESCRIPTION
 QG0274
 QG0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QG0274'1.4 MI N FROM GREENBUSH.
 QG0274'1.4 MILES NORTH ALONG THE MAINE CENTRAL RAILROAD FROM THE
 QG0274'STATION AT GREENBUSH, PENOBSCOT COUNTY, 28 FEET EAST OF THE
 QG0274'EAST RAIL, IN THE CENTER OF THE NORTH FACE OF MILEPOST P 161,
 QG0274'AND ABOUT 3 FEET ABOVE GROUND.  A UNITED STATES GEOLOGICAL
 QG0274'SURVEY STANDARD DISK, STAMPED 145 BANGOR AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0252 ***********************************************************************
 PF0252  DESIGNATION -  1482.3
 PF0252  PID         -  PF0252
 PF0252  STATE/COUNTY-  ME/FRANKLIN
 PF0252  USGS QUAD   -  HOUGHTON (1984)
 PF0252
 PF0252                         *CURRENT SURVEY CONTROL
 PF0252  ___________________________________________________________________
 PF0252* NAD 83(1986)-  44 47 36.     (N)    070 42 38.     (W)     SCALED    
 PF0252* NAVD 88     -       452.11   (+/-2cm)    1483.3    (feet)  VERTCON   
 PF0252  ___________________________________________________________________
 PF0252  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 PF0252
 PF0252  VERT ORDER  -  ? (See Below)
 PF0252
 PF0252.The horizontal coordinates were scaled from a topographic map and have
 PF0252.an estimated accuracy of +/- 6 seconds.
 PF0252
 PF0252.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF0252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF0252.The vertical order pertains to the NGVD 29 superseded value.
 PF0252
 PF0252.The geoid height was determined by GEOID03.
 PF0252
 PF0252;                    North         East    Units  Estimated Accuracy
 PF0252;SPC ME W     -   217,910.      856,960.      MT  (+/- 180 meters Scaled)
 PF0252
 PF0252                          SUPERSEDED SURVEY CONTROL
 PF0252
 PF0252  NGVD 29 (??/??/92)  452.220  (m)         1483.66   (f) ADJ UNCH    ?  
 PF0252
 PF0252.Superseded values are not recommended for survey control.
 PF0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0252.See file dsdata.txt to determine how the superseded data were derived.
 PF0252
 PF0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK646614(NAD 83)
 PF0252_MARKER: H = DRILL HOLE
 PF0252_SETTING: 80 = SET IN A BOULDER
 PF0252_SP_SET: BOULDER
 PF0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0252+STABILITY: SURFACE MOTION
 PF0252
 PF0252  HISTORY     - Date     Condition        Report By
 PF0252  HISTORY     - UNK      MONUMENTED       USGS
 PF0252  HISTORY     - 1933     GOOD             NGS
 PF0252  HISTORY     - 1934     GOOD             NGS
 PF0252
 PF0252                          STATION DESCRIPTION
 PF0252
 PF0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PF0252'3.7 MI NW FROM HOUGHTON.
 PF0252'IN FRANKLIN COUNTY, 3.7 MILES NORTHWEST ALONG THE OLD ROADBED
 PF0252'OF THE ABANDONED MAINE CENTRAL RAILROAD FROM HOUGHTON, OXFORD
 PF0252'COUNTY, AT TEN DEGREE, 10 YARDS WEST OF THE CENTER LINE OF THE
 PF0252'OLD ROADBED, AND IN THE TOP OF A LARGE BOULDER.  A DRILL HOLE,
 PF0252'MARKED 1482.3.
 PF0252
 PF0252                          STATION RECOVERY (1934)
 PF0252
 PF0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PF0252'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0248 ***********************************************************************
 PF0248  DESIGNATION -  1483.6
 PF0248  PID         -  PF0248
 PF0248  STATE/COUNTY-  ME/FRANKLIN
 PF0248  USGS QUAD   -  HOUGHTON (1984)
 PF0248
 PF0248                         *CURRENT SURVEY CONTROL
 PF0248  ___________________________________________________________________
 PF0248* NAD 83(1986)-  44 50 37.     (N)    070 43 31.     (W)     SCALED    
 PF0248* NAVD 88     -       452.460  (meters)    1484.45   (feet)  ADJUSTED  
 PF0248  ___________________________________________________________________
 PF0248  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 PF0248  DYNAMIC HT  -         452.389 (meters)    1484.21  (feet)  COMP
 PF0248  MODELED GRAV-     980,447.4   (mgal)                       NAVD 88
 PF0248
 PF0248  VERT ORDER  -  SECOND    CLASS 0
 PF0248
 PF0248.The horizontal coordinates were scaled from a topographic map and have
 PF0248.an estimated accuracy of +/- 6 seconds.
 PF0248
 PF0248.The orthometric height was determined by differential leveling
 PF0248.and adjusted by the National Geodetic Survey in June 1991..
 PF0248
 PF0248.The geoid height was determined by GEOID03.
 PF0248
 PF0248.The dynamic height is computed by dividing the NAVD 88
 PF0248.geopotential number by the normal gravity value computed on the
 PF0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0248.degrees latitude (g = 980.6199 gals.).
 PF0248
 PF0248.The modeled gravity was interpolated from observed gravity values.
 PF0248
 PF0248;                    North         East    Units  Estimated Accuracy
 PF0248;SPC ME W     -   223,510.      855,840.      MT  (+/- 180 meters Scaled)
 PF0248
 PF0248                          SUPERSEDED SURVEY CONTROL
 PF0248
 PF0248  NGVD 29 (??/??/92)  452.570  (m)         1484.81   (f) ADJ UNCH    2 0
 PF0248
 PF0248.Superseded values are not recommended for survey control.
 PF0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0248.See file dsdata.txt to determine how the superseded data were derived.
 PF0248
 PF0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK636670(NAD 83)
 PF0248_MARKER: H = DRILL HOLE
 PF0248_SETTING: 80 = SET IN A BOULDER
 PF0248_SP_SET: BOULDER
 PF0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0248+STABILITY: SURFACE MOTION
 PF0248
 PF0248  HISTORY     - Date     Condition        Report By
 PF0248  HISTORY     - UNK      MONUMENTED       USGS
 PF0248  HISTORY     - 1933     GOOD             NGS
 PF0248  HISTORY     - 1934     GOOD             NGS
 PF0248
 PF0248                          STATION DESCRIPTION
 PF0248
 PF0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PF0248'0.8 MI S FROM BEMIS.
 PF0248'0.8 MILE SOUTH ALONG THE OLD ROADBED OF THE ABANDONED MAINE
 PF0248'CENTRAL RAILROAD FROM BEMIS, FRANKLIN COUNTY, 10 YARDS WEST OF
 PF0248'THE CENTER LINE OF THE OLD ROADBED, AND IN THE TOP OF A LARGE
 PF0248'BOULDER.  A DRILL HOLE, PAINTED 1483.6.
 PF0248
 PF0248                          STATION RECOVERY (1934)
 PF0248
 PF0248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PF0248'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0653 ***********************************************************************
 RF0653  DESIGNATION -  15 JHS
 RF0653  PID         -  RF0653
 RF0653  STATE/COUNTY-  ME/AROOSTOOK
 RF0653  USGS QUAD   -  SEVEN ISLANDS (1986)
 RF0653
 RF0653                         *CURRENT SURVEY CONTROL
 RF0653  ___________________________________________________________________
 RF0653* NAD 83(1986)-  46 47 04.     (N)    069 30 26.     (W)     SCALED    
 RF0653* NAVD 88     -       370.440  (meters)    1215.35   (feet)  ADJUSTED  
 RF0653  ___________________________________________________________________
 RF0653  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 RF0653  DYNAMIC HT  -         370.464 (meters)    1215.43  (feet)  COMP
 RF0653  MODELED GRAV-     980,667.1   (mgal)                       NAVD 88
 RF0653
 RF0653  VERT ORDER  -  SECOND    CLASS II
 RF0653
 RF0653.The horizontal coordinates were scaled from a topographic map and have
 RF0653.an estimated accuracy of +/- 6 seconds.
 RF0653
 RF0653.The orthometric height was determined by differential leveling
 RF0653.and adjusted by the National Geodetic Survey in June 1991..
 RF0653
 RF0653.The geoid height was determined by GEOID03.
 RF0653
 RF0653.The dynamic height is computed by dividing the NAVD 88
 RF0653.geopotential number by the normal gravity value computed on the
 RF0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0653.degrees latitude (g = 980.6199 gals.).
 RF0653
 RF0653.The modeled gravity was interpolated from observed gravity values.
 RF0653
 RF0653;                    North         East    Units  Estimated Accuracy
 RF0653;SPC ME E     -   346,960.      223,100.      MT  (+/- 180 meters Scaled)
 RF0653
 RF0653                          SUPERSEDED SURVEY CONTROL
 RF0653
 RF0653.No superseded survey control is available for this station.
 RF0653
 RF0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM612813(NAD 83)
 RF0653_MARKER: DD = SURVEY DISK
 RF0653_SETTING: 66 = SET IN ROCK OUTCROP
 RF0653_SP_SET: ROCK OUTCROP
 RF0653_STAMPING: 15 JHS 1984
 RF0653_MARK LOGO: USGS  
 RF0653_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0653+STABILITY: POSITION/ELEVATION WELL
 RF0653
 RF0653  HISTORY     - Date     Condition        Report By
 RF0653  HISTORY     - 1984     MONUMENTED       USGS-M
 RF0653
 RF0653                          STATION DESCRIPTION
 RF0653
 RF0653'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1984
 RF0653'12.1 MI NORTH FROM CLAYTON LAKE.
 RF0653'CLAYTON LAKE POST OFFICE, 0.8 MI (1.3 KM) NW. OF THENCE 16.9 MI
 RF0653'(27.2 KM) N. ALONG MAIN TRAVELED RD., ABOUT 2 MI (3.2 KM) N. AND 2 MI
 RF0653'(3.2 KM) W. OF SE. COR. OF T. 13, R. 14 WELS, 58 FT (17.7 M) NE. AND
 RF0653'1 FT (0.30 M) HIGHER THAN RD. AT TRAIL SW., 33 FT (10 M) E. OF CENTER
 RF0653'OF MAIN TRAVELED RD., 3.9 FT (1.2 M) W. OF WITNESS POST, SET IN BED
 RF0653'ROCK, FLUSH WITH GROUND.
 RF0653'THE MARK IS 1.0 FT ABOVE THE TRAIL SW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0613 ***********************************************************************
 RF0613  DESIGNATION -  15 JHS USGS
 RF0613  PID         -  RF0613
 RF0613  STATE/COUNTY-  ME/AROOSTOOK
 RF0613  USGS QUAD   -  BIG BROOK LAKE (1986)
 RF0613
 RF0613                         *CURRENT SURVEY CONTROL
 RF0613  ___________________________________________________________________
 RF0613* NAD 83(1986)-  46 47 27.     (N)    069 00 28.     (W)     SCALED    
 RF0613* NAVD 88     -       451.683  (meters)    1481.90   (feet)  ADJUSTED  
 RF0613  ___________________________________________________________________
 RF0613  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 RF0613  DYNAMIC HT  -         451.708 (meters)    1481.98  (feet)  COMP
 RF0613  MODELED GRAV-     980,655.7   (mgal)                       NAVD 88
 RF0613
 RF0613  VERT ORDER  -  SECOND    CLASS II
 RF0613
 RF0613.The horizontal coordinates were scaled from a topographic map and have
 RF0613.an estimated accuracy of +/- 6 seconds.
 RF0613
 RF0613.The orthometric height was determined by differential leveling
 RF0613.and adjusted by the National Geodetic Survey in June 1991..
 RF0613
 RF0613.The geoid height was determined by GEOID03.
 RF0613
 RF0613.The dynamic height is computed by dividing the NAVD 88
 RF0613.geopotential number by the normal gravity value computed on the
 RF0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0613.degrees latitude (g = 980.6199 gals.).
 RF0613
 RF0613.The modeled gravity was interpolated from observed gravity values.
 RF0613
 RF0613;                    North         East    Units  Estimated Accuracy
 RF0613;SPC ME E     -   347,300.      261,230.      MT  (+/- 180 meters Scaled)
 RF0613
 RF0613                          SUPERSEDED SURVEY CONTROL
 RF0613
 RF0613.No superseded survey control is available for this station.
 RF0613
 RF0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM994819(NAD 83)
 RF0613_MARKER: DB = BENCH MARK DISK
 RF0613_SETTING: 80 = SET IN A BOULDER
 RF0613_SP_SET: BOULDER
 RF0613_STAMPING: 15 JHS 1983
 RF0613_MARK LOGO: USGS  
 RF0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0613+STABILITY: SURFACE MOTION
 RF0613
 RF0613  HISTORY     - Date     Condition        Report By
 RF0613  HISTORY     - 1983     MONUMENTED       USGS-M
 RF0613
 RF0613                          STATION DESCRIPTION
 RF0613
 RF0613'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1983
 RF0613'37.3 MI NW FROM ASHLAND.
 RF0613'22.3 MI (35.9 KM) WEST ALONG THE AMERICAN REALTY ROAD FROM ASHLAND,
 RF0613'THENCE 9 MI (14.5 KM) NORTHWEST ALONG ROAD FROM ITS JUNCTION WITH THE
 RF0613'AMERICAN REALTY ROAD NEAR NORTHWEST CORNER OF BIG MACHIAS LAKE TO BM 9
 RF0613'JHS USGS AND ROAD JUNCTION, THENCE 6 MI (9.7 KM) GENERALLY NORTH ALONG
 RF0613'RIGHT FORK, 1 MI (1.6 KM) NORTH ALONG ROAD FROM BM 14 JHS USGS, ABOUT
 RF0613'1.1 MI (1.8 KM) EAST OF BIG BROOK, ABOUT 0.5 MI (0.8 KM) NORTH ALONG
 RF0613'ROAD FROM A SMALL STREAM, 254 FT (77 M) SOUTH OF A Y-ROAD JUNCTION, 46
 RF0613'FT (14 M) EAST OF ROAD, AT THE TOP OF A GRADE, SET IN THE TOP AND
 RF0613'CENTER OF A 12- BY 6-FOOT BOULDER, 7.4 FT (2.3 M) ABOVE THE ROAD, A
 RF0613'USGS TABLET STAMPED 15 JHS 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1110 ***********************************************************************
 PE1110  DESIGNATION -  15 RAK
 PE1110  PID         -  PE1110
 PE1110  STATE/COUNTY-  ME/LINCOLN
 PE1110  USGS QUAD   -  WALDOBORO WEST (1988)
 PE1110
 PE1110                         *CURRENT SURVEY CONTROL
 PE1110  ___________________________________________________________________
 PE1110* NAD 83(1986)-  44 01 51.     (N)    069 28 14.     (W)     SCALED    
 PE1110* NAVD 88     -        51.808  (meters)     169.97   (feet)  ADJUSTED  
 PE1110  ___________________________________________________________________
 PE1110  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 PE1110  DYNAMIC HT  -          51.803 (meters)     169.96  (feet)  COMP
 PE1110  MODELED GRAV-     980,519.3   (mgal)                       NAVD 88
 PE1110
 PE1110  VERT ORDER  -  SECOND    CLASS 0
 PE1110
 PE1110.The horizontal coordinates were scaled from a topographic map and have
 PE1110.an estimated accuracy of +/- 6 seconds.
 PE1110
 PE1110.The orthometric height was determined by differential leveling
 PE1110.and adjusted by the National Geodetic Survey in June 1991..
 PE1110
 PE1110.The geoid height was determined by GEOID03.
 PE1110
 PE1110.The dynamic height is computed by dividing the NAVD 88
 PE1110.geopotential number by the normal gravity value computed on the
 PE1110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1110.degrees latitude (g = 980.6199 gals.).
 PE1110
 PE1110.The modeled gravity was interpolated from observed gravity values.
 PE1110
 PE1110;                    North         East    Units  Estimated Accuracy
 PE1110;SPC ME W     -   133,280.      955,800.      MT  (+/- 180 meters Scaled)
 PE1110
 PE1110                          SUPERSEDED SURVEY CONTROL
 PE1110
 PE1110  NGVD 29 (??/??/92)   52.015  (m)          170.65   (f) ADJ UNCH    2 0
 PE1110
 PE1110.Superseded values are not recommended for survey control.
 PE1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1110.See file dsdata.txt to determine how the superseded data were derived.
 PE1110
 PE1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ622754(NAD 83)
 PE1110_MARKER: DD = SURVEY DISK
 PE1110_SETTING: 66 = SET IN ROCK OUTCROP
 PE1110_SP_SET: BEDROCK
 PE1110_STAMPING: 171 15 RAK 1963
 PE1110_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1110+STABILITY: POSITION/ELEVATION WELL
 PE1110_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PE1110+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2006
 PE1110
 PE1110  HISTORY     - Date     Condition        Report By
 PE1110  HISTORY     - 1963     MONUMENTED       USGS
 PE1110  HISTORY     - 1963     GOOD             NGS
 PE1110  HISTORY     - 20031124 GOOD             USPSQD
 PE1110  HISTORY     - 20060112 GOOD             USPSQD
 PE1110
 PE1110                          STATION DESCRIPTION
 PE1110
 PE1110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 PE1110'3.5 MI SE FROM DAMARISCOTTA.
 PE1110'ABOUT 1.3 MILES EAST ALONG U.S. HIGHWAY 1 (BUSINESS ROUTE) FROM
 PE1110'THE SOUTH END OF THE LARGE BRIDGE OVER THE DAMARISCOTTA RIVER
 PE1110'AT DAMARISCOTTA, THENCE 2.2 MILES SOUTHEAST ALONG AN ASPHALT
 PE1110'ROAD, ABOUT MIDWAY BETWEEN TWO Y JUNCTIONS, NEAR THE NORTHEAST
 PE1110'SIDE OF A SMALL CLEARING, SET ON THE TOP AND NEAR THE HIGHEST
 PE1110'PART OF A LARGE MASS OF EXPOSED BEDROCK WHICH PROJECTS ABOUT 8
 PE1110'FEET ABOVE THE LEVEL OF THE GROUND, 0.15 MILE SOUTHEAST OF A
 PE1110'Y JUNCTION, 49 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE
 PE1110'ASPHALT ROAD, 33 1/2 FEET WEST-SOUTHWEST OF POWER LINE POLE NO.
 PE1110'84 - 108 AND ABOUT 1 FOOT ABOVE THE SURFACE OF THE ROAD.
 PE1110
 PE1110                          STATION RECOVERY (2003)
 PE1110
 PE1110'RECOVERY NOTE BY US POWER SQUADRON 2003 (PM)
 PE1110'THE WITNESS POST SIGN IS ON A BADLY DECAYING TREE AND MAY SOON BE
 PE1110'LOST. THE PROPERTY IS FENCED IN AS A LIVESTOCK ENCLOSURE.
 PE1110
 PE1110                          STATION RECOVERY (2006)
 PE1110
 PE1110'RECOVERY NOTE BY US POWER SQUADRON 2006 (JEK)
 PE1110'WITNESS MARK HAS BEEN PRESERVED ON LAST STANDING PART OF TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0369 ***********************************************************************
 PD0369  DESIGNATION -  151
 PD0369  PID         -  PD0369
 PD0369  STATE/COUNTY-  ME/WASHINGTON
 PD0369  USGS QUAD   -  SCHOODIC LAKE (1984)
 PD0369
 PD0369                         *CURRENT SURVEY CONTROL
 PD0369  ___________________________________________________________________
 PD0369* NAD 83(1986)-  44 43 04.     (N)    067 58 11.     (W)     SCALED    
 PD0369* NAVD 88     -        45.997  (meters)     150.91   (feet)  ADJUSTED  
 PD0369  ___________________________________________________________________
 PD0369  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 PD0369  DYNAMIC HT  -          45.994 (meters)     150.90  (feet)  COMP
 PD0369  MODELED GRAV-     980,554.7   (mgal)                       NAVD 88
 PD0369
 PD0369  VERT ORDER  -  SECOND    CLASS 0
 PD0369
 PD0369.The horizontal coordinates were scaled from a topographic map and have
 PD0369.an estimated accuracy of +/- 6 seconds.
 PD0369
 PD0369.The orthometric height was determined by differential leveling
 PD0369.and adjusted by the National Geodetic Survey in June 1991..
 PD0369
 PD0369.The geoid height was determined by GEOID03.
 PD0369
 PD0369.The dynamic height is computed by dividing the NAVD 88
 PD0369.geopotential number by the normal gravity value computed on the
 PD0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0369.degrees latitude (g = 980.6199 gals.).
 PD0369
 PD0369.The modeled gravity was interpolated from observed gravity values.
 PD0369
 PD0369;                    North         East    Units  Estimated Accuracy
 PD0369;SPC ME E     -   116,920.      342,010.      MT  (+/- 180 meters Scaled)
 PD0369
 PD0369                          SUPERSEDED SURVEY CONTROL
 PD0369
 PD0369  NGVD 29 (??/??/92)   46.176  (m)          151.50   (f) ADJ UNCH    2 0
 PD0369
 PD0369.Superseded values are not recommended for survey control.
 PD0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0369.See file dsdata.txt to determine how the superseded data were derived.
 PD0369
 PD0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK815521(NAD 83)
 PD0369_MARKER: DD = SURVEY DISK
 PD0369_SETTING: 80 = SET IN A BOULDER
 PD0369_SP_SET: BOULDER
 PD0369_STAMPING: 151
 PD0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0369+STABILITY: SURFACE MOTION
 PD0369
 PD0369  HISTORY     - Date     Condition        Report By
 PD0369  HISTORY     - UNK      MONUMENTED       USGS
 PD0369  HISTORY     - 1942     GOOD             NGS
 PD0369
 PD0369                          STATION DESCRIPTION
 PD0369
 PD0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PD0369'2.9 MI S FROM DEBLOIS.
 PD0369'2.9 MILES SOUTH ALONG STATE HIGHWAY 193 FROM THE PUBLIC SCHOOL
 PD0369'AT DEBLOIS, WASHINGTON COUNTY, AT GREAT FALLS BRANCH, 60 FEET
 PD0369'NORTHWEST OF A CULVERT, 48 FEET WEST OF THE CENTERLINE OF THE
 PD0369'HIGHWAY, IN THE FACE OF A 9- BY 10-FOOT BOULDER PROJECTING 5
 PD0369'FEET ABOVE THE GROUND, 2 FEET BELOW THE TOP OF THE BOULDER, AND
 PD0369'2 FEET HIGHER THAN THE HIGHWAY.  A UNITED STATES GEOLOGICAL
 PD0369'SURVEY STANDARD DISK, STAMPED 151 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0230 ***********************************************************************
 PF0230  DESIGNATION -  1517.0
 PF0230  PID         -  PF0230
 PF0230  STATE/COUNTY-  ME/FRANKLIN
 PF0230  USGS QUAD   -  SADDLEBACK MOUNTAIN (1985)
 PF0230
 PF0230                         *CURRENT SURVEY CONTROL
 PF0230  ___________________________________________________________________
 PF0230* NAD 83(1986)-  44 59 49.     (N)    070 33 27.     (W)     SCALED    
 PF0230* NAVD 88     -       462.517  (meters)    1517.44   (feet)  ADJUSTED  
 PF0230  ___________________________________________________________________
 PF0230  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 PF0230  DYNAMIC HT  -         462.474 (meters)    1517.30  (feet)  COMP
 PF0230  MODELED GRAV-     980,507.6   (mgal)                       NAVD 88
 PF0230
 PF0230  VERT ORDER  -  SECOND    CLASS 0
 PF0230
 PF0230.The horizontal coordinates were scaled from a topographic map and have
 PF0230.an estimated accuracy of +/- 6 seconds.
 PF0230
 PF0230.The orthometric height was determined by differential leveling
 PF0230.and adjusted by the National Geodetic Survey in June 1991..
 PF0230
 PF0230.The geoid height was determined by GEOID03.
 PF0230
 PF0230.The dynamic height is computed by dividing the NAVD 88
 PF0230.geopotential number by the normal gravity value computed on the
 PF0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0230.degrees latitude (g = 980.6199 gals.).
 PF0230
 PF0230.The modeled gravity was interpolated from observed gravity values.
 PF0230
 PF0230;                    North         East    Units  Estimated Accuracy
 PF0230;SPC ME W     -   240,470.      869,180.      MT  (+/- 180 meters Scaled)
 PF0230
 PF0230                          SUPERSEDED SURVEY CONTROL
 PF0230
 PF0230  NGVD 29 (??/??/92)  462.658  (m)         1517.90   (f) ADJ UNCH    2 0
 PF0230
 PF0230.Superseded values are not recommended for survey control.
 PF0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0230.See file dsdata.txt to determine how the superseded data were derived.
 PF0230
 PF0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK772837(NAD 83)
 PF0230_MARKER: Q = CHISELED SQUARE
 PF0230_SETTING: 80 = SET IN A BOULDER
 PF0230_SP_SET: BOULDER
 PF0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0230+STABILITY: SURFACE MOTION
 PF0230
 PF0230  HISTORY     - Date     Condition        Report By
 PF0230  HISTORY     - UNK      MONUMENTED       USGS
 PF0230  HISTORY     - 1933     GOOD             NGS
 PF0230  HISTORY     - 1934     GOOD             NGS
 PF0230
 PF0230                          STATION DESCRIPTION
 PF0230
 PF0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PF0230'AT DALLAS.
 PF0230'AT DALLAS, FRANKLIN COUNTY, ON THE ABANDONED SANDY RIVER AND
 PF0230'RANGELEY LAKES RAILROAD, 200 FEET WEST OF THE SAWMILL, 6 YARDS
 PF0230'SOUTH OF THE CENTER LINE OF THE OLD ROADBED, ON THE TOP OF A 2-
 PF0230'BY 3-FOOT BOULDER, AND LEVEL WITH THE OLD ROADBED.  A CHISELED
 PF0230'SQUARE WITH PAINTED EDGES.
 PF0230
 PF0230                          STATION RECOVERY (1934)
 PF0230
 PF0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PF0230'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0237 ***********************************************************************
 PF0237  DESIGNATION -  1523.4
 PF0237  PID         -  PF0237
 PF0237  STATE/COUNTY-  ME/FRANKLIN
 PF0237  USGS QUAD   -  OQUOSSOC (1984)
 PF0237
 PF0237                         *CURRENT SURVEY CONTROL
 PF0237  ___________________________________________________________________
 PF0237* NAD 83(1986)-  44 58 00.     (N)    070 46 08.     (W)     SCALED    
 PF0237* NAVD 88     -       464.213  (meters)    1523.01   (feet)  ADJUSTED  
 PF0237  ___________________________________________________________________
 PF0237  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 PF0237  DYNAMIC HT  -         464.156 (meters)    1522.82  (feet)  COMP
 PF0237  MODELED GRAV-     980,478.4   (mgal)                       NAVD 88
 PF0237
 PF0237  VERT ORDER  -  SECOND    CLASS 0
 PF0237
 PF0237.The horizontal coordinates were scaled from a topographic map and have
 PF0237.an estimated accuracy of +/- 6 seconds.
 PF0237
 PF0237.The orthometric height was determined by differential leveling
 PF0237.and adjusted by the National Geodetic Survey in June 1991..
 PF0237
 PF0237.The geoid height was determined by GEOID03.
 PF0237
 PF0237.The dynamic height is computed by dividing the NAVD 88
 PF0237.geopotential number by the normal gravity value computed on the
 PF0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0237.degrees latitude (g = 980.6199 gals.).
 PF0237
 PF0237.The modeled gravity was interpolated from observed gravity values.
 PF0237
 PF0237;                    North         East    Units  Estimated Accuracy
 PF0237;SPC ME W     -   237,200.      852,490.      MT  (+/- 180 meters Scaled)
 PF0237
 PF0237                          SUPERSEDED SURVEY CONTROL
 PF0237
 PF0237  NGVD 29 (??/??/92)  464.34   (m)         1523.4    (f) COMPUTED    2 0
 PF0237
 PF0237.Superseded values are not recommended for survey control.
 PF0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0237.See file dsdata.txt to determine how the superseded data were derived.
 PF0237
 PF0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK605807(NAD 83)
 PF0237_MARKER: DD = SURVEY DISK
 PF0237_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PF0237_SP_SET: BRIDGE SEAT
 PF0237_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0237
 PF0237  HISTORY     - Date     Condition        Report By
 PF0237  HISTORY     - 1933     MONUMENTED       USGS
 PF0237
 PF0237                          STATION DESCRIPTION
 PF0237
 PF0237'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 PF0237'NEAR OQUOSSOC.
 PF0237'R.R. STA. BY MAINE HIGHWAY 107 ON THE NORTH EAST END OF A STEELE
 PF0237'HIGHWAY BRIDGE OVER RANGELEY STREAM.  ON BRIDGE SEAT ON NORTH EAST
 PF0237'END OF BRIDGE 2 FT. BELOW THE FINISHED GRADE OF THE HIGHWAY AND 5
 PF0237'YARDS NORTH OF THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0238 ***********************************************************************
 PF0238  DESIGNATION -  1523.4 RESET 1950
 PF0238  PID         -  PF0238
 PF0238  STATE/COUNTY-  ME/FRANKLIN
 PF0238  USGS QUAD   -  OQUOSSOC (1984)
 PF0238
 PF0238                         *CURRENT SURVEY CONTROL
 PF0238  ___________________________________________________________________
 PF0238* NAD 83(1986)-  44 58 00.     (N)    070 46 08.     (W)     SCALED    
 PF0238* NAVD 88     -       464.34   (meters)    1523.4    (feet)  RESET     
 PF0238  ___________________________________________________________________
 PF0238  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 PF0238
 PF0238  VERT ORDER  -  THIRD
 PF0238
 PF0238.The horizontal coordinates were scaled from a topographic map and have
 PF0238.an estimated accuracy of +/- 6 seconds.
 PF0238
 PF0238.The orthometric height was computed from unverified reset data.
 PF0238
 PF0238.The geoid height was determined by GEOID03.
 PF0238
 PF0238;                    North         East    Units  Estimated Accuracy
 PF0238;SPC ME W     -   237,200.      852,490.      MT  (+/- 180 meters Scaled)
 PF0238
 PF0238                          SUPERSEDED SURVEY CONTROL
 PF0238
 PF0238  NGVD 29 (??/??/??)  464.47   (m)         1523.8    (f) RESET       3  
 PF0238
 PF0238.Superseded values are not recommended for survey control.
 PF0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0238.See file dsdata.txt to determine how the superseded data were derived.
 PF0238
 PF0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK605807(NAD 83)
 PF0238_MARKER: DD = SURVEY DISK
 PF0238_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PF0238_SP_SET: ABUTMENT
 PF0238_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0238
 PF0238  HISTORY     - Date     Condition        Report By
 PF0238  HISTORY     - 1950     MONUMENTED       MEHD
 PF0238  HISTORY     - 1950     GOOD             NGS
 PF0238  HISTORY     - 1950     GOOD             NGS
 PF0238
 PF0238                          STATION DESCRIPTION
 PF0238
 PF0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 PF0238'AT OQUOSSOC.
 PF0238'AT OQUOSSOC, FRANKLIN COUNTY, ON STATE HIGHWAY 16, NEAR THE
 PF0238'INTERSECTION OF STATE HIGHWAY 17, AT THE STEEL-AND-CONCRETE
 PF0238'BRIDGE OVER RANGELEY RIVER, AT THE EAST ABUTMENT, 6 YARDS NORTH
 PF0238'OF THE CENTER LINE OF THE HIGHWAY, IN THE DOWNSTREAM END OF THE
 PF0238'BRIDGE SEAT, AND ABOUT 5 FEET LOWER THAN THE SIDEWALK.  A UNITED
 PF0238'STATES GEOLOGICAL SURVEY STANDARD DISK.
 PF0238
 PF0238                          STATION RECOVERY (1950)
 PF0238
 PF0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 PF0238'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1203 ***********************************************************************
 PE1203  DESIGNATION -  153
 PE1203  PID         -  PE1203
 PE1203  STATE/COUNTY-  ME/KENNEBEC
 PE1203  USGS QUAD   -  AUGUSTA (1991)
 PE1203
 PE1203                         *CURRENT SURVEY CONTROL
 PE1203  ___________________________________________________________________
 PE1203* NAD 83(1986)-  44 18 26.     (N)    069 46 55.     (W)     SCALED    
 PE1203* NAVD 88     -        46.416  (meters)     152.28   (feet)  ADJUSTED  
 PE1203  ___________________________________________________________________
 PE1203  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 PE1203  DYNAMIC HT  -          46.411 (meters)     152.27  (feet)  COMP
 PE1203  MODELED GRAV-     980,521.5   (mgal)                       NAVD 88
 PE1203
 PE1203  VERT ORDER  -  SECOND    CLASS 0
 PE1203
 PE1203.The horizontal coordinates were scaled from a topographic map and have
 PE1203.an estimated accuracy of +/- 6 seconds.
 PE1203
 PE1203.The orthometric height was determined by differential leveling
 PE1203.and adjusted by the National Geodetic Survey in June 1991..
 PE1203.WARNING-Repeat measurements at this control monument indicate possible
 PE1203.vertical movement.
 PE1203
 PE1203.The geoid height was determined by GEOID03.
 PE1203
 PE1203.The dynamic height is computed by dividing the NAVD 88
 PE1203.geopotential number by the normal gravity value computed on the
 PE1203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1203.degrees latitude (g = 980.6199 gals.).
 PE1203
 PE1203.The modeled gravity was interpolated from observed gravity values.
 PE1203
 PE1203;                    North         East    Units  Estimated Accuracy
 PE1203;SPC ME W     -   163,820.      930,700.      MT  (+/- 180 meters Scaled)
 PE1203
 PE1203                          SUPERSEDED SURVEY CONTROL
 PE1203
 PE1203  NGVD 29 (??/??/92)   46.629  (m)          152.98   (f) ADJ UNCH    2 0
 PE1203
 PE1203.Superseded values are not recommended for survey control.
 PE1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1203.See file dsdata.txt to determine how the superseded data were derived.
 PE1203
 PE1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK376062(NAD 83)
 PE1203_MARKER: DD = SURVEY DISK
 PE1203_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE1203_SP_SET: WALL
 PE1203_STAMPING: 153
 PE1203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE1203_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PE1203+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2006
 PE1203
 PE1203  HISTORY     - Date     Condition        Report By
 PE1203  HISTORY     - UNK      MONUMENTED       USGS
 PE1203  HISTORY     - 1935     GOOD             NGS
 PE1203  HISTORY     - 1975     GOOD             USGS
 PE1203  HISTORY     - 20021015 GOOD             USPSQD
 PE1203  HISTORY     - 20060210 GOOD             USPSQD
 PE1203
 PE1203                          STATION DESCRIPTION
 PE1203
 PE1203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PE1203'AT AUGUSTA.
 PE1203'AT AUGUSTA, KENNEBEC COUNTY, AT THE NORTHWEST CORNER OF THE WEST
 PE1203'WING OF THE STATE CAPITOL, IN THE WEST WALL, AND 2 FEET ABOVE
 PE1203'GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 PE1203'STAMPED 153 AND SET VERTICALLY.
 PE1203
 PE1203                          STATION RECOVERY (1975)
 PE1203
 PE1203'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 PE1203'RECOVERED IN GOOD CONDITION.
 PE1203
 PE1203                          STATION RECOVERY (2002)
 PE1203
 PE1203'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMW)
 PE1203'RECOVERED IN GOOD CONDITION.
 PE1203
 PE1203                          STATION RECOVERY (2006)
 PE1203
 PE1203'RECOVERY NOTE BY US POWER SQUADRON 2006 (AHE)
 PE1203'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0439 ***********************************************************************
 QG0439  DESIGNATION -  153
 QG0439  PID         -  QG0439
 QG0439  STATE/COUNTY-  ME/PENOBSCOT
 QG0439  USGS QUAD   -  HOWLAND (1988)
 QG0439
 QG0439                         *CURRENT SURVEY CONTROL
 QG0439  ___________________________________________________________________
 QG0439* NAD 83(1986)-  45 09 42.     (N)    068 41 50.     (W)     SCALED    
 QG0439* NAVD 88     -        46.665  (meters)     153.10   (feet)  ADJUSTED  
 QG0439  ___________________________________________________________________
 QG0439  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 QG0439  DYNAMIC HT  -          46.665 (meters)     153.10  (feet)  COMP
 QG0439  MODELED GRAV-     980,611.2   (mgal)                       NAVD 88
 QG0439
 QG0439  VERT ORDER  -  SECOND    CLASS 0
 QG0439
 QG0439.The horizontal coordinates were scaled from a topographic map and have
 QG0439.an estimated accuracy of +/- 6 seconds.
 QG0439
 QG0439.The orthometric height was determined by differential leveling
 QG0439.and adjusted by the National Geodetic Survey in June 1991..
 QG0439
 QG0439.The geoid height was determined by GEOID03.
 QG0439
 QG0439.The dynamic height is computed by dividing the NAVD 88
 QG0439.geopotential number by the normal gravity value computed on the
 QG0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0439.degrees latitude (g = 980.6199 gals.).
 QG0439
 QG0439.The modeled gravity was interpolated from observed gravity values.
 QG0439
 QG0439;                    North         East    Units  Estimated Accuracy
 QG0439;SPC ME E     -   166,130.      284,500.      MT  (+/- 180 meters Scaled)
 QG0439
 QG0439                          SUPERSEDED SURVEY CONTROL
 QG0439
 QG0439  NGVD 29 (??/??/92)   46.871  (m)          153.78   (f) ADJ UNCH    2 0
 QG0439
 QG0439.Superseded values are not recommended for survey control.
 QG0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0439.See file dsdata.txt to determine how the superseded data were derived.
 QG0439
 QG0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL237009(NAD 83)
 QG0439_MARKER: DD = SURVEY DISK
 QG0439_SETTING: 80 = SET IN A BOULDER
 QG0439_SP_SET: BOULDER
 QG0439_STAMPING: 153 47 FAD 1958
 QG0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0439+STABILITY: SURFACE MOTION
 QG0439
 QG0439  HISTORY     - Date     Condition        Report By
 QG0439  HISTORY     - 1958     MONUMENTED       USGS
 QG0439  HISTORY     - 1959     GOOD             NGS
 QG0439
 QG0439                          STATION DESCRIPTION
 QG0439
 QG0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QG0439'22.2 MI N FROM OLD TOWN.
 QG0439'2.95 MILES NORTHWEST ALONG STATE HIGHWAY 43 FROM ITS JUNCTION
 QG0439'WITH U.S. HIGHWAY 2 AT OLD TOWN, THENCE 2.25 MILES NORTH ALONG
 QG0439'STATE HIGWAY 16, THENCE 12.45 MILES NORTH ALONG STATE HIGHWAY
 QG0439'116, THENCE 4.55 MILES WEST ALONG TREE FARM ROAD, ON THE TOP
 QG0439'AND NEAR THE CENTER OF A 12 BY 14 FEET BOULDER PROJECTING 5
 QG0439'FEET ABOVE THE GROUND, 15 FEET SOUTH OF CENTERLINE OF ROAD
 QG0439'AND 5 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0246 ***********************************************************************
 PF0246  DESIGNATION -  1531.7
 PF0246  PID         -  PF0246
 PF0246  STATE/COUNTY-  ME/FRANKLIN
 PF0246  USGS QUAD   -  RANGELEY (1997)
 PF0246
 PF0246                         *CURRENT SURVEY CONTROL
 PF0246  ___________________________________________________________________
 PF0246* NAD 83(1986)-  44 52 44.     (N)    070 44 11.     (W)     SCALED    
 PF0246* NAVD 88     -       467.13   (+/-2cm)    1532.6    (feet)  VERTCON   
 PF0246  ___________________________________________________________________
 PF0246  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 PF0246
 PF0246  VERT ORDER  -  ? (See Below)
 PF0246
 PF0246.The horizontal coordinates were scaled from a topographic map and have
 PF0246.an estimated accuracy of +/- 6 seconds.
 PF0246
 PF0246.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF0246.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF0246.The vertical order pertains to the NGVD 29 superseded value.
 PF0246
 PF0246.The geoid height was determined by GEOID03.
 PF0246
 PF0246;                    North         East    Units  Estimated Accuracy
 PF0246;SPC ME W     -   227,430.      854,990.      MT  (+/- 180 meters Scaled)
 PF0246
 PF0246                          SUPERSEDED SURVEY CONTROL
 PF0246
 PF0246  NGVD 29 (??/??/92)  467.239  (m)         1532.93   (f) ADJ UNCH    ?  
 PF0246
 PF0246.Superseded values are not recommended for survey control.
 PF0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0246.See file dsdata.txt to determine how the superseded data were derived.
 PF0246
 PF0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK628709(NAD 83)
 PF0246_MARKER: H = DRILL HOLE
 PF0246_SETTING: 80 = SET IN A BOULDER
 PF0246_SP_SET: BOULDER
 PF0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0246+STABILITY: SURFACE MOTION
 PF0246
 PF0246  HISTORY     - Date     Condition        Report By
 PF0246  HISTORY     - UNK      MONUMENTED       USGS
 PF0246  HISTORY     - 1933     GOOD             NGS
 PF0246  HISTORY     - 1934     GOOD             NGS
 PF0246
 PF0246                          STATION DESCRIPTION
 PF0246
 PF0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PF0246'1.7 MI NW FROM BEMIS.
 PF0246'1.7 MILES NORTHWEST ALONG THE OLD ROADBED OF THE ABANDONED MAINE
 PF0246'CENTRAL RAILROAD FROM BEMIS, FRANKLIN COUNTY, 15 YARDS NORTHEAST
 PF0246'OF THE CENTER LINE OF THE OLD ROADBED, AND IN THE TOP OF A LARGE
 PF0246'BOULDER.  A DRILL HOLE, PAINTED 1531.7.
 PF0246
 PF0246                          STATION RECOVERY (1934)
 PF0246
 PF0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PF0246'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0239 ***********************************************************************
 PF0239  DESIGNATION -  1533.3
 PF0239  PID         -  PF0239
 PF0239  STATE/COUNTY-  ME/FRANKLIN
 PF0239  USGS QUAD   -  OQUOSSOC (1984)
 PF0239
 PF0239                         *CURRENT SURVEY CONTROL
 PF0239  ___________________________________________________________________
 PF0239* NAD 83(1986)-  44 57 54.     (N)    070 46 20.     (W)     SCALED    
 PF0239* NAVD 88     -       467.531  (meters)    1533.89   (feet)  ADJUSTED  
 PF0239  ___________________________________________________________________
 PF0239  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 PF0239  DYNAMIC HT  -         467.473 (meters)    1533.70  (feet)  COMP
 PF0239  MODELED GRAV-     980,477.8   (mgal)                       NAVD 88
 PF0239
 PF0239  VERT ORDER  -  SECOND    CLASS 0
 PF0239
 PF0239.The horizontal coordinates were scaled from a topographic map and have
 PF0239.an estimated accuracy of +/- 6 seconds.
 PF0239
 PF0239.The orthometric height was determined by differential leveling
 PF0239.and adjusted by the National Geodetic Survey in June 1991..
 PF0239
 PF0239.The geoid height was determined by GEOID03.
 PF0239
 PF0239.The dynamic height is computed by dividing the NAVD 88
 PF0239.geopotential number by the normal gravity value computed on the
 PF0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0239.degrees latitude (g = 980.6199 gals.).
 PF0239
 PF0239.The modeled gravity was interpolated from observed gravity values.
 PF0239
 PF0239;                    North         East    Units  Estimated Accuracy
 PF0239;SPC ME W     -   237,020.      852,230.      MT  (+/- 180 meters Scaled)
 PF0239
 PF0239                          SUPERSEDED SURVEY CONTROL
 PF0239
 PF0239  NGVD 29 (??/??/92)  467.655  (m)         1534.30   (f) ADJ UNCH    2 0
 PF0239
 PF0239.Superseded values are not recommended for survey control.
 PF0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0239.See file dsdata.txt to determine how the superseded data were derived.
 PF0239
 PF0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK602805(NAD 83)
 PF0239_MARKER: Q = CHISELED SQUARE
 PF0239_SETTING: 80 = SET IN A BOULDER
 PF0239_SP_SET: BOULDER
 PF0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0239+STABILITY: SURFACE MOTION
 PF0239
 PF0239  HISTORY     - Date     Condition        Report By
 PF0239  HISTORY     - UNK      MONUMENTED       USGS
 PF0239  HISTORY     - 1933     GOOD             NGS
 PF0239  HISTORY     - 1934     GOOD             NGS
 PF0239
 PF0239                          STATION DESCRIPTION
 PF0239
 PF0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PF0239'AT OQUOSSOC.
 PF0239'AT OQUOSSOC, FRANKLIN COUNTY, ON THE ABANDONED MAINE CENTRAL
 PF0239'RAILROAD, AT THE STATE HIGHWAY 16 OVERPASS, 20 YARDS NORTH OF THE
 PF0239'CENTER LINE OF THE HIGHWAY, 15 YARDS FROM THE CENTER LINE OF THE
 PF0239'OLD ROADBED, ON THE TOP OF A SMALL EMBEDDED BOULDER, AND ABOUT
 PF0239'1 FOOT HIGHER THAN THE ROADBED.  A CHISELED SQUARE, MARKED 1533.3.
 PF0239
 PF0239                          STATION RECOVERY (1934)
 PF0239
 PF0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PF0239'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0241 ***********************************************************************
 PF0241  DESIGNATION -  1537.2
 PF0241  PID         -  PF0241
 PF0241  STATE/COUNTY-  ME/FRANKLIN
 PF0241  USGS QUAD   -  OQUOSSOC (1984)
 PF0241
 PF0241                         *CURRENT SURVEY CONTROL
 PF0241  ___________________________________________________________________
 PF0241* NAD 83(1986)-  44 57 30.     (N)    070 45 43.     (W)     SCALED    
 PF0241* NAVD 88     -       468.73   (+/-2cm)    1537.8    (feet)  VERTCON   
 PF0241  ___________________________________________________________________
 PF0241  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 PF0241
 PF0241  VERT ORDER  -  ? (See Below)
 PF0241
 PF0241.The horizontal coordinates were scaled from a topographic map and have
 PF0241.an estimated accuracy of +/- 6 seconds.
 PF0241
 PF0241.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF0241.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF0241.The vertical order pertains to the NGVD 29 superseded value.
 PF0241
 PF0241.The geoid height was determined by GEOID03.
 PF0241
 PF0241;                    North         East    Units  Estimated Accuracy
 PF0241;SPC ME W     -   236,270.      853,030.      MT  (+/- 180 meters Scaled)
 PF0241
 PF0241                          SUPERSEDED SURVEY CONTROL
 PF0241
 PF0241  NGVD 29 (??/??/92)  468.859  (m)         1538.25   (f) ADJ UNCH    ?  
 PF0241
 PF0241.Superseded values are not recommended for survey control.
 PF0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0241.See file dsdata.txt to determine how the superseded data were derived.
 PF0241
 PF0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK610798(NAD 83)
 PF0241_MARKER: H = DRILL HOLE
 PF0241_SETTING: 80 = SET IN A BOULDER
 PF0241_SP_SET: BOULDER
 PF0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0241+STABILITY: SURFACE MOTION
 PF0241
 PF0241  HISTORY     - Date     Condition        Report By
 PF0241  HISTORY     - UNK      MONUMENTED       USGS
 PF0241  HISTORY     - 1933     GOOD             NGS
 PF0241  HISTORY     - 1934     GOOD             NGS
 PF0241
 PF0241                          STATION DESCRIPTION
 PF0241
 PF0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PF0241'0.7 MI S FROM OQUOSSOC.
 PF0241'0.7 MILE ALONG THE OLD ROADBED OF THE ABANDONED MAINE CENTRAL
 PF0241'RAILROAD FROM OQUOSSOC, FRANKLIN COUNTY, 7 YARDS WEST OF THE
 PF0241'CENTER LINE OF THE ROADBED, AND IN THE TOP OF A LARGE BOULDER.
 PF0241'A DRILL HOLE.
 PF0241
 PF0241                          STATION RECOVERY (1934)
 PF0241
 PF0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PF0241'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0126 ***********************************************************************
 OC0126  DESIGNATION -  154
 OC0126  PID         -  OC0126
 OC0126  STATE/COUNTY-  ME/CUMBERLAND
 OC0126  USGS QUAD   -  GORHAM (1975)
 OC0126
 OC0126                         *CURRENT SURVEY CONTROL
 OC0126  ___________________________________________________________________
 OC0126* NAD 83(1986)-  43 44 10.     (N)    070 25 19.     (W)     SCALED    
 OC0126* NAVD 88     -        46.729  (meters)     153.31   (feet)  ADJUSTED  
 OC0126  ___________________________________________________________________
 OC0126  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 OC0126  DYNAMIC HT  -          46.723 (meters)     153.29  (feet)  COMP
 OC0126  MODELED GRAV-     980,492.7   (mgal)                       NAVD 88
 OC0126
 OC0126  VERT ORDER  -  FIRST     CLASS II
 OC0126
 OC0126.The horizontal coordinates were scaled from a topographic map and have
 OC0126.an estimated accuracy of +/- 6 seconds.
 OC0126
 OC0126.The orthometric height was determined by differential leveling
 OC0126.and adjusted by the National Geodetic Survey in June 1991..
 OC0126
 OC0126.The geoid height was determined by GEOID03.
 OC0126
 OC0126.The dynamic height is computed by dividing the NAVD 88
 OC0126.geopotential number by the normal gravity value computed on the
 OC0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0126.degrees latitude (g = 980.6199 gals.).
 OC0126
 OC0126.The modeled gravity was interpolated from observed gravity values.
 OC0126
 OC0126;                    North         East    Units  Estimated Accuracy
 OC0126;SPC ME W     -   100,330.      879,440.      MT  (+/- 180 meters Scaled)
 OC0126
 OC0126                          SUPERSEDED SURVEY CONTROL
 OC0126
 OC0126  NGVD 29 (??/??/92)   46.932  (m)          153.98   (f) ADJ UNCH    1 2
 OC0126
 OC0126.Superseded values are not recommended for survey control.
 OC0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0126.See file dsdata.txt to determine how the superseded data were derived.
 OC0126
 OC0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ854435(NAD 83)
 OC0126_MARKER: DD = SURVEY DISK
 OC0126_SETTING: 66 = SET IN ROCK OUTCROP
 OC0126_SP_SET: ROCK SHELF
 OC0126_STAMPING: 154 MAINE
 OC0126_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC0126+STABILITY: POSITION/ELEVATION WELL
 OC0126
 OC0126  HISTORY     - Date     Condition        Report By
 OC0126  HISTORY     - 1906     MONUMENTED       USGS
 OC0126  HISTORY     - 1955     GOOD             NGS
 OC0126  HISTORY     - 1976     GOOD             NGS
 OC0126
 OC0126                          STATION DESCRIPTION
 OC0126
 OC0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 OC0126'AT SOUTH WINDHAM.
 OC0126'AT SOUTH WINDHAM, ABOUT 110 FEET EAST OF THE MAINE CENTRAL
 OC0126'RAILROAD STATION, 16 1/2 FEET EAST OF CENTER LINE OF FIRST BLACK
 OC0126'TOP STREET PARALLELING THE EAST SIDE OF TRACK, 135 FEET
 OC0126'SOUTHEAST OF CENTER OF JUNCTION OF BLACK TOP STREET PARALLELING
 OC0126'THE TRACK AND AN EAST-WEST BLACK TOP ROAD WHICH CROSSES THE
 OC0126'TRACK, 26 FEET SOUTH OF POWER POLE NO. 608 J1, IN THE TOP OF A
 OC0126'SMALL SHELF CUT OUT OF A SLANTING ROCK LEDGE, 23 FEET NORTH OF
 OC0126'SOUTH END OF ROCK LEDGE, 122.4 FEET SOUTHEAST AND ACROSS
 OC0126'STREET FROM A FIRE HYDRANT, AND ABOUT 3 FEET ABOVE LEVEL OF
 OC0126'STREET.
 OC0126
 OC0126                          STATION RECOVERY (1976)
 OC0126
 OC0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0126'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0243 ***********************************************************************
 PF0243  DESIGNATION -  1544.3
 PF0243  PID         -  PF0243
 PF0243  STATE/COUNTY-  ME/FRANKLIN
 PF0243  USGS QUAD   -  OQUOSSOC (1984)
 PF0243
 PF0243                         *CURRENT SURVEY CONTROL
 PF0243  ___________________________________________________________________
 PF0243* NAD 83(1986)-  44 55 28.     (N)    070 45 38.     (W)     SCALED    
 PF0243* NAVD 88     -       470.86   (+/-2cm)    1544.8    (feet)  VERTCON   
 PF0243  ___________________________________________________________________
 PF0243  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 PF0243
 PF0243  VERT ORDER  -  ? (See Below)
 PF0243
 PF0243.The horizontal coordinates were scaled from a topographic map and have
 PF0243.an estimated accuracy of +/- 6 seconds.
 PF0243
 PF0243.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF0243.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF0243.The vertical order pertains to the NGVD 29 superseded value.
 PF0243
 PF0243.The geoid height was determined by GEOID03.
 PF0243
 PF0243;                    North         East    Units  Estimated Accuracy
 PF0243;SPC ME W     -   232,510.      853,110.      MT  (+/- 180 meters Scaled)
 PF0243
 PF0243                          SUPERSEDED SURVEY CONTROL
 PF0243
 PF0243  NGVD 29 (??/??/92)  470.982  (m)         1545.21   (f) ADJ UNCH    ?  
 PF0243
 PF0243.Superseded values are not recommended for survey control.
 PF0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0243.See file dsdata.txt to determine how the superseded data were derived.
 PF0243
 PF0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK610760(NAD 83)
 PF0243_MARKER: H = DRILL HOLE
 PF0243_SETTING: 80 = SET IN A BOULDER
 PF0243_SP_SET: BOULDER
 PF0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0243+STABILITY: SURFACE MOTION
 PF0243
 PF0243  HISTORY     - Date     Condition        Report By
 PF0243  HISTORY     - UNK      MONUMENTED       USGS
 PF0243  HISTORY     - 1933     GOOD             NGS
 PF0243  HISTORY     - 1934     GOOD             NGS
 PF0243
 PF0243                          STATION DESCRIPTION
 PF0243
 PF0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PF0243'3.5 MI S FROM OQUOSSOC.
 PF0243'3.5 MILES SOUTH ALONG THE OLD ROADBED OF THE ABANDONED MAINE
 PF0243'CENTRAL RAILROAD FROM OQUOSSOC, FRANKLIN COUNTY, 0.4 MILE
 PF0243'SOUTH OF MACY JUNCTION, 10 YARDS SOUTHEAST OF THE CENTER LINE
 PF0243'OF THE OLD ROADBED, AND IN THE TOP OF A LARGE BOULDER.  A
 PF0243'DRILL HOLE MARKED 1544.3.
 PF0243
 PF0243                          STATION RECOVERY (1934)
 PF0243
 PF0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PF0243'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0054 ***********************************************************************
 PD0054  DESIGNATION -  156
 PD0054  PID         -  PD0054
 PD0054  STATE/COUNTY-  ME/WASHINGTON
 PD0054  USGS QUAD   -  CUTLER (1993)
 PD0054
 PD0054                         *CURRENT SURVEY CONTROL
 PD0054  ___________________________________________________________________
 PD0054* NAD 83(1986)-  44 41 48.     (N)    067 12 31.     (W)     SCALED    
 PD0054* NAVD 88     -        47.382  (meters)     155.45   (feet)  ADJUSTED  
 PD0054  ___________________________________________________________________
 PD0054  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 PD0054  DYNAMIC HT  -          47.382 (meters)     155.45  (feet)  COMP
 PD0054  MODELED GRAV-     980,614.1   (mgal)                       NAVD 88
 PD0054
 PD0054  VERT ORDER  -  SECOND    CLASS 0
 PD0054
 PD0054.The horizontal coordinates were scaled from a topographic map and have
 PD0054.an estimated accuracy of +/- 6 seconds.
 PD0054
 PD0054.The orthometric height was determined by differential leveling
 PD0054.and adjusted by the National Geodetic Survey in June 1991..
 PD0054
 PD0054.The geoid height was determined by GEOID03.
 PD0054
 PD0054.The dynamic height is computed by dividing the NAVD 88
 PD0054.geopotential number by the normal gravity value computed on the
 PD0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0054.degrees latitude (g = 980.6199 gals.).
 PD0054
 PD0054.The modeled gravity was interpolated from observed gravity values.
 PD0054
 PD0054;                    North         East    Units  Estimated Accuracy
 PD0054;SPC ME E     -   115,250.      402,350.      MT  (+/- 180 meters Scaled)
 PD0054
 PD0054                          SUPERSEDED SURVEY CONTROL
 PD0054
 PD0054  NGVD 29 (??/??/92)   47.581  (m)          156.11   (f) ADJ UNCH    2 0
 PD0054
 PD0054.Superseded values are not recommended for survey control.
 PD0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0054.See file dsdata.txt to determine how the superseded data were derived.
 PD0054
 PD0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK419508(NAD 83)
 PD0054_MARKER: DB = BENCH MARK DISK
 PD0054_SETTING: 66 = SET IN ROCK OUTCROP
 PD0054_SP_SET: ROCK OUTCROP
 PD0054_STAMPING: MAINE 156 1907
 PD0054_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0054+STABILITY: POSITION/ELEVATION WELL
 PD0054
 PD0054  HISTORY     - Date     Condition        Report By
 PD0054  HISTORY     - 1907     MONUMENTED       USGS
 PD0054  HISTORY     - 1935     GOOD             NGS
 PD0054  HISTORY     - 1946     GOOD             NGS
 PD0054
 PD0054                          STATION DESCRIPTION
 PD0054
 PD0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PD0054'3 MI NE FROM CUTLER.
 PD0054'3.0 MILES NORTHEAST ALONG THE WHITING ROAD FROM THE POST OFFICE
 PD0054'AT CUTLER, WASHINGTON COUNTY, ABOUT 0.5 MILE NORTH OF ANDREWS
 PD0054'MEADOW BROOK, ON THE SOUTH SIDE OF A HIGH HILL, 35 FEET SOUTH
 PD0054'OF THE CENTER LINE OF THE ROAD, IN THE TOP OF A SMALL ROCK
 PD0054'OUTCROP, AND ABOUT 1/2 FOOT ABOVE GROUND.  A UNITED STATES
 PD0054'GEOLOGICAL SURVEY STANDARD DISK, STAMPED MAINE 156 1907.
 PD0054
 PD0054                          STATION RECOVERY (1946)
 PD0054
 PD0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 PD0054'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1471 ***********************************************************************
 PE1471  DESIGNATION -  156.5=TBM 47
 PE1471  PID         -  PE1471
 PE1471  STATE/COUNTY-  ME/KENNEBEC
 PE1471  USGS QUAD   -  CLINTON (1988)
 PE1471
 PE1471                         *CURRENT SURVEY CONTROL
 PE1471  ___________________________________________________________________
 PE1471* NAD 83(1986)-  44 37 39.     (N)    069 31 20.     (W)     SCALED    
 PE1471* NAVD 88     -        47.758  (meters)     156.69   (feet)  ADJUSTED  
 PE1471  ___________________________________________________________________
 PE1471  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 PE1471  DYNAMIC HT  -          47.756 (meters)     156.68  (feet)  COMP
 PE1471  MODELED GRAV-     980,567.6   (mgal)                       NAVD 88
 PE1471
 PE1471  VERT ORDER  -  FIRST     CLASS I
 PE1471
 PE1471.The horizontal coordinates were scaled from a topographic map and have
 PE1471.an estimated accuracy of +/- 6 seconds.
 PE1471
 PE1471.The orthometric height was determined by differential leveling
 PE1471.and adjusted by the National Geodetic Survey in June 1991..
 PE1471
 PE1471.The geoid height was determined by GEOID03.
 PE1471
 PE1471.The dynamic height is computed by dividing the NAVD 88
 PE1471.geopotential number by the normal gravity value computed on the
 PE1471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1471.degrees latitude (g = 980.6199 gals.).
 PE1471
 PE1471.The modeled gravity was interpolated from observed gravity values.
 PE1471
 PE1471;                    North         East    Units  Estimated Accuracy
 PE1471;SPC ME W     -   199,540.      951,140.      MT  (+/- 180 meters Scaled)
 PE1471
 PE1471                          SUPERSEDED SURVEY CONTROL
 PE1471
 PE1471  NGVD 29 (??/??/92)   47.959  (m)          157.35   (f) ADJ UNCH    1 1
 PE1471
 PE1471.Superseded values are not recommended for survey control.
 PE1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1471.See file dsdata.txt to determine how the superseded data were derived.
 PE1471
 PE1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK585417(NAD 83)
 PE1471_MARKER: Q = CHISELED SQUARE
 PE1471_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE1471_SP_SET: SIGNAL CONCRETE BASE
 PE1471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE1471
 PE1471  HISTORY     - Date     Condition        Report By
 PE1471  HISTORY     - UNK      MONUMENTED       USGS
 PE1471  HISTORY     - 1966     GOOD             NGS
 PE1471
 PE1471                          STATION DESCRIPTION
 PE1471
 PE1471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE1471'1 MI SW FROM CLINTON.
 PE1471'ABOUT 1.05 MILES SOUTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM
 PE1471'THE STATION AT CLINTON, 60 YARDS SOUTHWEST OF A PRIVATE ROAD
 PE1471'CROSSING, AT MILEPOST P89/V162, IN THE TOP OF THE NORTHWEST EDGE
 PE1471'OF THE 3-FOOT SQUARE CONCRETE BASE THAT SUPPORTS SIGNAL LIGHT
 PE1471'889, 7.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK,
 PE1471'1.5 FEET NORTHEAST OF THE WEST CORNER OF THE BASE, AND ABOUT 0.6
 PE1471'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0249 ***********************************************************************
 PF0249  DESIGNATION -  1568.5
 PF0249  PID         -  PF0249
 PF0249  STATE/COUNTY-  ME/FRANKLIN
 PF0249  USGS QUAD   -  HOUGHTON (1984)
 PF0249
 PF0249                         *CURRENT SURVEY CONTROL
 PF0249  ___________________________________________________________________
 PF0249* NAD 83(1986)-  44 50 08.     (N)    070 43 23.     (W)     SCALED    
 PF0249* NAVD 88     -       478.37   (+/-2cm)    1569.5    (feet)  VERTCON   
 PF0249  ___________________________________________________________________
 PF0249  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 PF0249
 PF0249  VERT ORDER  -  ? (See Below)
 PF0249
 PF0249.The horizontal coordinates were scaled from a topographic map and have
 PF0249.an estimated accuracy of +/- 6 seconds.
 PF0249
 PF0249.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF0249.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF0249.The vertical order pertains to the NGVD 29 superseded value.
 PF0249
 PF0249.The geoid height was determined by GEOID03.
 PF0249
 PF0249;                    North         East    Units  Estimated Accuracy
 PF0249;SPC ME W     -   222,610.      856,010.      MT  (+/- 180 meters Scaled)
 PF0249
 PF0249                          SUPERSEDED SURVEY CONTROL
 PF0249
 PF0249  NGVD 29 (??/??/92)  478.478  (m)         1569.81   (f) ADJ UNCH    ?  
 PF0249
 PF0249.Superseded values are not recommended for survey control.
 PF0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0249.See file dsdata.txt to determine how the superseded data were derived.
 PF0249
 PF0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK638661(NAD 83)
 PF0249_MARKER: Q = CHISELED SQUARE
 PF0249_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PF0249_SP_SET: CULVERT
 PF0249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PF0249
 PF0249  HISTORY     - Date     Condition        Report By
 PF0249  HISTORY     - UNK      MONUMENTED       USGS
 PF0249  HISTORY     - 1933     GOOD             NGS
 PF0249  HISTORY     - 1934     GOOD             NGS
 PF0249
 PF0249                          STATION DESCRIPTION
 PF0249
 PF0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PF0249'1.6 MI S FROM BEMIS.
 PF0249'1.6 MILES SOUTH ALONG THE OLD ROADBED OF THE ABANDONED MAINE
 PF0249'CENTRAL RAILROAD FROM BEMIS, FRANKLIN COUNTY, AT A CONCRETE
 PF0249'CULVERT UNDER THE OLD ROADBED, ON THE TOP OF THE EAST HEADWALL,
 PF0249'6 YARDS EAST OF THE CENTER LINE OF THE ROADBED, AND 2 FEET FROM
 PF0249'THE SOUTH END OF THE HEADWALL.  A CHISELED SQUARE, PAINTED
 PF0249'1568.5.
 PF0249
 PF0249                          STATION RECOVERY (1934)
 PF0249
 PF0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PF0249'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0244 ***********************************************************************
 PF0244  DESIGNATION -  1578.9
 PF0244  PID         -  PF0244
 PF0244  STATE/COUNTY-  ME/FRANKLIN
 PF0244  USGS QUAD   -  OQUOSSOC (1984)
 PF0244
 PF0244                         *CURRENT SURVEY CONTROL
 PF0244  ___________________________________________________________________
 PF0244* NAD 83(1986)-  44 54 40.     (N)    070 46 09.     (W)     SCALED    
 PF0244* NAVD 88     -       481.46   (+/-2cm)    1579.6    (feet)  VERTCON   
 PF0244  ___________________________________________________________________
 PF0244  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 PF0244
 PF0244  VERT ORDER  -  ? (See Below)
 PF0244
 PF0244.The horizontal coordinates were scaled from a topographic map and have
 PF0244.an estimated accuracy of +/- 6 seconds.
 PF0244
 PF0244.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF0244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF0244.The vertical order pertains to the NGVD 29 superseded value.
 PF0244
 PF0244.The geoid height was determined by GEOID03.
 PF0244
 PF0244;                    North         East    Units  Estimated Accuracy
 PF0244;SPC ME W     -   231,030.      852,420.      MT  (+/- 180 meters Scaled)
 PF0244
 PF0244                          SUPERSEDED SURVEY CONTROL
 PF0244
 PF0244  NGVD 29 (??/??/92)  481.583  (m)         1579.99   (f) ADJ UNCH    ?  
 PF0244
 PF0244.Superseded values are not recommended for survey control.
 PF0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0244.See file dsdata.txt to determine how the superseded data were derived.
 PF0244
 PF0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK603745(NAD 83)
 PF0244_MARKER: H = DRILL HOLE
 PF0244_SETTING: 80 = SET IN A BOULDER
 PF0244_SP_SET: BOULDER
 PF0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0244+STABILITY: SURFACE MOTION
 PF0244
 PF0244  HISTORY     - Date     Condition        Report By
 PF0244  HISTORY     - UNK      MONUMENTED       USGS
 PF0244  HISTORY     - 1933     GOOD             NGS
 PF0244  HISTORY     - 1934     GOOD             NGS
 PF0244
 PF0244                          STATION DESCRIPTION
 PF0244
 PF0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PF0244'4.5 MI S FROM OQUOSSOC.
 PF0244'4.5 MILES SOUTH ALONG THE OLD ROADBED OF THE ABANDONED MAINE
 PF0244'CENTRAL RAILROAD FROM OQUOSSOC, FRANKLIN COUNTY, 1.5 MILES
 PF0244'SOUTH OF MACY JUNCTION, 8 YARDS WEST OF THE CENTER LINE OF THE
 PF0244'OLD ROADBED, AND IN THE TOP OF A LARGE BOULDER.  A DRILL HOLE,
 PF0244'MARKED 1578.9.
 PF0244
 PF0244                          STATION RECOVERY (1934)
 PF0244
 PF0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PF0244'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0251 ***********************************************************************
 PF0251  DESIGNATION -  1586.7
 PF0251  PID         -  PF0251
 PF0251  STATE/COUNTY-  ME/FRANKLIN
 PF0251  USGS QUAD   -  HOUGHTON (1984)
 PF0251
 PF0251                         *CURRENT SURVEY CONTROL
 PF0251  ___________________________________________________________________
 PF0251* NAD 83(1986)-  44 48 25.     (N)    070 42 22.     (W)     SCALED    
 PF0251* NAVD 88     -       483.932  (meters)    1587.70   (feet)  ADJUSTED  
 PF0251  ___________________________________________________________________
 PF0251  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 PF0251  DYNAMIC HT  -         483.851 (meters)    1587.43  (feet)  COMP
 PF0251  MODELED GRAV-     980,434.8   (mgal)                       NAVD 88
 PF0251
 PF0251  VERT ORDER  -  SECOND    CLASS 0
 PF0251
 PF0251.The horizontal coordinates were scaled from a topographic map and have
 PF0251.an estimated accuracy of +/- 6 seconds.
 PF0251
 PF0251.The orthometric height was determined by differential leveling
 PF0251.and adjusted by the National Geodetic Survey in June 1991..
 PF0251
 PF0251.The geoid height was determined by GEOID03.
 PF0251
 PF0251.The dynamic height is computed by dividing the NAVD 88
 PF0251.geopotential number by the normal gravity value computed on the
 PF0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0251.degrees latitude (g = 980.6199 gals.).
 PF0251
 PF0251.The modeled gravity was interpolated from observed gravity values.
 PF0251
 PF0251;                    North         East    Units  Estimated Accuracy
 PF0251;SPC ME W     -   219,420.      857,330.      MT  (+/- 180 meters Scaled)
 PF0251
 PF0251                          SUPERSEDED SURVEY CONTROL
 PF0251
 PF0251  NGVD 29 (??/??/92)  484.039  (m)         1588.05   (f) ADJ UNCH    2 0
 PF0251
 PF0251.Superseded values are not recommended for survey control.
 PF0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0251.See file dsdata.txt to determine how the superseded data were derived.
 PF0251
 PF0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK650629(NAD 83)
 PF0251_MARKER: H = DRILL HOLE
 PF0251_SETTING: 80 = SET IN A BOULDER
 PF0251_SP_SET: BOULDER
 PF0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0251+STABILITY: SURFACE MOTION
 PF0251
 PF0251  HISTORY     - Date     Condition        Report By
 PF0251  HISTORY     - UNK      MONUMENTED       USGS
 PF0251  HISTORY     - 1933     GOOD             NGS
 PF0251  HISTORY     - 1934     GOOD             NGS
 PF0251
 PF0251                          STATION DESCRIPTION
 PF0251
 PF0251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PF0251'1.3 MI S FROM SUMMIT.
 PF0251'1.3 MILES SOUTH ALONG THE OLD ROADBED OF THE ABANDONED MAINE
 PF0251'CENTRAL RAILROAD FROM SUMMIT, FRANKLIN COUNTY, 1.0 MILE NORTH
 PF0251'OF TEN DEGREE, 15 YARDS EAST OF THE CENTER LINE OF THE OLD
 PF0251'ROADBED, AND IN THE TOP OF A LARGE BOULDER.  A DRILL HOLE,
 PF0251'PAINTED 1586.7.
 PF0251
 PF0251                          STATION RECOVERY (1934)
 PF0251
 PF0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PF0251'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ2695 ***********************************************************************
 AJ2695  CBN         -  This is a Cooperative Base Network Control Station.
 AJ2695  DESIGNATION -  1599 10
 AJ2695  PID         -  AJ2695
 AJ2695  STATE/COUNTY-  ME/PENOBSCOT
 AJ2695  USGS QUAD   -  SPRINGFIELD (1988)
 AJ2695
 AJ2695                         *CURRENT SURVEY CONTROL
 AJ2695  ___________________________________________________________________
 AJ2695* NAD 83(1996)-  45 23 38.11396(N)    068 09 03.69922(W)     ADJUSTED  
 AJ2695* NAVD 88     -       141.9    (meters)     466.     (feet)  GPS OBS   
 AJ2695  ___________________________________________________________________
 AJ2695  X           -   1,669,743.160 (meters)                     COMP
 AJ2695  Y           -  -4,164,329.456 (meters)                     COMP
 AJ2695  Z           -   4,518,281.909 (meters)                     COMP
 AJ2695  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 AJ2695  ELLIP HEIGHT-         118.00  (meters)          (04/26/01) GPS OBS
 AJ2695  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 AJ2695
 AJ2695  HORZ ORDER  -  A
 AJ2695  ELLP ORDER  -  FOURTH    CLASS I
 AJ2695
 AJ2695.The horizontal coordinates were established by GPS observations
 AJ2695.and adjusted by the National Geodetic Survey in April 2001..
 AJ2695
 AJ2695.The orthometric height was determined by GPS observations and a
 AJ2695.high-resolution geoid model.
 AJ2695
 AJ2695.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2695
 AJ2695.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2695
 AJ2695.The ellipsoidal height was determined by GPS observations
 AJ2695.and is referenced to NAD 83.
 AJ2695
 AJ2695.The geoid height was determined by GEOID03.
 AJ2695
 AJ2695;                    North         East     Units Scale Factor Converg.
 AJ2695;SPC ME E     -   191,976.992   327,323.446   MT  0.99990918   +0 14 54.4
 AJ2695;UTM  19      - 5,027,062.017   566,451.907   MT  0.99965429   +0 36 16.0
 AJ2695
 AJ2695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2695!SPC ME E     -   0.99998150  x   0.99990918  =   0.99989068
 AJ2695!UTM  19      -   0.99998150  x   0.99965429  =   0.99963580
 AJ2695
 AJ2695                          SUPERSEDED SURVEY CONTROL
 AJ2695
 AJ2695.No superseded survey control is available for this station.
 AJ2695
 AJ2695_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL6645227062(NAD 83)
 AJ2695_MARKER: DD = SURVEY DISK
 AJ2695_SETTING: 66 = SET IN ROCK OUTCROP
 AJ2695_STAMPING: 1599 10 1985
 AJ2695_MARK LOGO: MEDT  
 AJ2695_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2695_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ2695+STABILITY: POSITION/ELEVATION WELL
 AJ2695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2695+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2000
 AJ2695
 AJ2695  HISTORY     - Date     Condition        Report By
 AJ2695  HISTORY     - 1985     MONUMENTED       MEDT
 AJ2695  HISTORY     - 20001007 GOOD             MEDT
 AJ2695
 AJ2695                          STATION DESCRIPTION
 AJ2695
 AJ2695'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 2000 (TL)
 AJ2695'THE STATION IS LOCATED IN SPRINGFIELD.  OWNERSHIP--UNKNOWN.  TO REACH
 AJ2695'FROM THE JUNCTION OF STATE HIGHWAYS 6 AND 169 IN SPRINGFIELD, GO WEST
 AJ2695'ON HIGHWAY 6 FOR 0.9 MI (1.4 KM) TO THE STATION ON THE RIGHT.  THE
 AJ2695'STATION IS SET IN A DRILL HOLE IN AN EXPOSED ROCK LEDGE ABOUT 5 FT
 AJ2695'(1.5 M) ABOVE THE ROAD.  LOCATED 90.2 FT (27.5 M) EAST-NORTHEAST OF
 AJ2695'THE POST AT NORTHEAST END OF A GUARDRAIL, 88.3 FT (26.9 M)
 AJ2695'SOUTH-SOUTHEAST OF UTILITY POLE NUMBER 153, 37.5 FT (11.4 M) NORTH OF
 AJ2695'THE CENTERLINE OF HIGHWAY 6 AND 11.4 FT (3.5 M) NORTH OF A METAL
 AJ2695'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0105 ***********************************************************************
 OC0105  DESIGNATION -  16 C OF P
 OC0105  PID         -  OC0105
 OC0105  STATE/COUNTY-  ME/CUMBERLAND
 OC0105  USGS QUAD   -  PORTLAND WEST (1978)
 OC0105
 OC0105                         *CURRENT SURVEY CONTROL
 OC0105  ___________________________________________________________________
 OC0105* NAD 83(1986)-  43 38 41.     (N)    070 15 58.     (W)     SCALED    
 OC0105* NAVD 88     -         6.854  (meters)      22.49   (feet)  ADJUSTED  
 OC0105  ___________________________________________________________________
 OC0105  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 OC0105  DYNAMIC HT  -           6.853 (meters)      22.48  (feet)  COMP
 OC0105  MODELED GRAV-     980,501.2   (mgal)                       NAVD 88
 OC0105
 OC0105  VERT ORDER  -  FIRST     CLASS I
 OC0105
 OC0105.The horizontal coordinates were scaled from a topographic map and have
 OC0105.an estimated accuracy of +/- 6 seconds.
 OC0105
 OC0105.The orthometric height was determined by differential leveling
 OC0105.and adjusted by the National Geodetic Survey in June 1991..
 OC0105
 OC0105.The geoid height was determined by GEOID03.
 OC0105
 OC0105.The dynamic height is computed by dividing the NAVD 88
 OC0105.geopotential number by the normal gravity value computed on the
 OC0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0105.degrees latitude (g = 980.6199 gals.).
 OC0105
 OC0105.The modeled gravity was interpolated from observed gravity values.
 OC0105
 OC0105;                    North         East    Units  Estimated Accuracy
 OC0105;SPC ME W     -    90,150.      891,980.      MT  (+/- 180 meters Scaled)
 OC0105
 OC0105                          SUPERSEDED SURVEY CONTROL
 OC0105
 OC0105  NGVD 29 (??/??/92)    7.069  (m)           23.19   (f) ADJ UNCH    1 1
 OC0105
 OC0105.Superseded values are not recommended for survey control.
 OC0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0105.See file dsdata.txt to determine how the superseded data were derived.
 OC0105
 OC0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ978331(NAD 83)
 OC0105_MARKER: B = BOLT
 OC0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OC0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC0105+STABILITY: SURFACE MOTION
 OC0105
 OC0105  HISTORY     - Date     Condition        Report By
 OC0105  HISTORY     - UNK      MONUMENTED       ME6400
 OC0105  HISTORY     - 1966     GOOD             NGS
 OC0105  HISTORY     - 20060906 MARK NOT FOUND   USPSQD
 OC0105
 OC0105                          STATION DESCRIPTION
 OC0105
 OC0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 OC0105'AT PORTLAND.
 OC0105'AT PORTLAND, ABOUT 1.2 MILES WEST ALONG COMMERCIAL STREET
 OC0105'FROM THE CUSTOMHOUSE, AT THE FOOTBRIDGE OVER THE RAILROAD AND
 OC0105'COMMERCIAL STREET, 38.5 FEET NORTH OF THE CENTER LINE OF THE
 OC0105'STREET, 60 FEET EAST-NORTHEAST OF A FIRE HYDRANT, 10 1/2 FEET
 OC0105'SOUTH OF THE CENTER OF THE BOTTOM STEP OF THE FOOTBRIDGE,
 OC0105'ABOUT LEVEL WITH THE STREET AND IS A 1/2-INCH COPPER BOLT IN
 OC0105'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 OC0105
 OC0105                          STATION RECOVERY (2006)
 OC0105
 OC0105'RECOVERY NOTE BY US POWER SQUADRON 2006 (AMW)
 OC0105'THE FOOT BRIDGE IS NO LONGER THERE. THE ENTIRE AREA IS NOW COVERED
 OC0105'WITH INDUSTIAL BUILDINGS AND PAVED DRIVEWAYS AND PARKING. A SEARCH WAS
 OC0105'MADE AT THE LAT. AND LO. WITH NO RESULTS. THE MARK IS PROBABLY LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0654 ***********************************************************************
 RF0654  DESIGNATION -  16 JHS
 RF0654  PID         -  RF0654
 RF0654  STATE/COUNTY-  ME/AROOSTOOK
 RF0654  USGS QUAD   -  SEVEN ISLANDS (1986)
 RF0654
 RF0654                         *CURRENT SURVEY CONTROL
 RF0654  ___________________________________________________________________
 RF0654* NAD 83(1986)-  46 47 50.     (N)    069 30 51.     (W)     SCALED    
 RF0654* NAVD 88     -       329.102  (meters)    1079.73   (feet)  ADJUSTED  
 RF0654  ___________________________________________________________________
 RF0654  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 RF0654  DYNAMIC HT  -         329.123 (meters)    1079.80  (feet)  COMP
 RF0654  MODELED GRAV-     980,668.6   (mgal)                       NAVD 88
 RF0654
 RF0654  VERT ORDER  -  SECOND    CLASS II
 RF0654
 RF0654.The horizontal coordinates were scaled from a topographic map and have
 RF0654.an estimated accuracy of +/- 6 seconds.
 RF0654
 RF0654.The orthometric height was determined by differential leveling
 RF0654.and adjusted by the National Geodetic Survey in June 1991..
 RF0654
 RF0654.The geoid height was determined by GEOID03.
 RF0654
 RF0654.The dynamic height is computed by dividing the NAVD 88
 RF0654.geopotential number by the normal gravity value computed on the
 RF0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0654.degrees latitude (g = 980.6199 gals.).
 RF0654
 RF0654.The modeled gravity was interpolated from observed gravity values.
 RF0654
 RF0654;                    North         East    Units  Estimated Accuracy
 RF0654;SPC ME E     -   348,380.      222,580.      MT  (+/- 180 meters Scaled)
 RF0654
 RF0654                          SUPERSEDED SURVEY CONTROL
 RF0654
 RF0654.No superseded survey control is available for this station.
 RF0654
 RF0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM607827(NAD 83)
 RF0654_MARKER: DD = SURVEY DISK
 RF0654_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RF0654+WITH SETTING: INFORMATION.
 RF0654_SP_SET: SHALLOW-SET METAL ROD
 RF0654_STAMPING: 16 JHS 1984
 RF0654_MARK LOGO: USGS  
 RF0654_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RF0654
 RF0654  HISTORY     - Date     Condition        Report By
 RF0654  HISTORY     - 1984     MONUMENTED       USGS-M
 RF0654
 RF0654                          STATION DESCRIPTION
 RF0654
 RF0654'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1984
 RF0654'12.9 MI NORTH FROM CLAYTON LAKE.
 RF0654'CLAYTON LAKE POST OFFICE, 0.8 MI (1.3 KM) NW. OF THENCE 17.8 MI
 RF0654'(28.6 KM) N. ALONG MAIN TRAVELED RD., ABOUT 3 MI (4.8 KM) N. AND 2 MI
 RF0654'(3.2 KM) W. OF SE. COR. OF T. 13, R. 14, WELS, 44 FT (13.4 M) E. AND
 RF0654'0.3 FT (9.14 CM) HIGHER THAN RD. AT TRAIL W., 3.8 FT (1.2 M) S. OF
 RF0654'WITNESS POST, A STANDARD ROD SUPPORTED TABLET CENTERED IN PLASTIC PIPE
 RF0654'AT GROUND LEVEL.
 RF0654'THE MARK IS 0.3 FT ABOVE THE TRAIL WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0614 ***********************************************************************
 RF0614  DESIGNATION -  16 JHS USGS
 RF0614  PID         -  RF0614
 RF0614  STATE/COUNTY-  ME/AROOSTOOK
 RF0614  USGS QUAD   -  BIG BROOK LAKE (1986)
 RF0614
 RF0614                         *CURRENT SURVEY CONTROL
 RF0614  ___________________________________________________________________
 RF0614* NAD 83(1986)-  46 48 01.     (N)    069 01 05.     (W)     SCALED    
 RF0614* NAVD 88     -       441.058  (meters)    1447.04   (feet)  ADJUSTED  
 RF0614  ___________________________________________________________________
 RF0614  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 RF0614  DYNAMIC HT  -         441.083 (meters)    1447.12  (feet)  COMP
 RF0614  MODELED GRAV-     980,657.6   (mgal)                       NAVD 88
 RF0614
 RF0614  VERT ORDER  -  SECOND    CLASS II
 RF0614
 RF0614.The horizontal coordinates were scaled from a topographic map and have
 RF0614.an estimated accuracy of +/- 6 seconds.
 RF0614
 RF0614.The orthometric height was determined by differential leveling
 RF0614.and adjusted by the National Geodetic Survey in June 1991..
 RF0614
 RF0614.The geoid height was determined by GEOID03.
 RF0614
 RF0614.The dynamic height is computed by dividing the NAVD 88
 RF0614.geopotential number by the normal gravity value computed on the
 RF0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0614.degrees latitude (g = 980.6199 gals.).
 RF0614
 RF0614.The modeled gravity was interpolated from observed gravity values.
 RF0614
 RF0614;                    North         East    Units  Estimated Accuracy
 RF0614;SPC ME E     -   348,350.      260,460.      MT  (+/- 180 meters Scaled)
 RF0614
 RF0614                          SUPERSEDED SURVEY CONTROL
 RF0614
 RF0614.No superseded survey control is available for this station.
 RF0614
 RF0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM986829(NAD 83)
 RF0614_MARKER: DB = BENCH MARK DISK
 RF0614_SETTING: 66 = SET IN ROCK OUTCROP
 RF0614_SP_SET: ROCK OUTCROP
 RF0614_STAMPING: 16 JHS 1983
 RF0614_MARK LOGO: USGS  
 RF0614_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0614+STABILITY: POSITION/ELEVATION WELL
 RF0614
 RF0614  HISTORY     - Date     Condition        Report By
 RF0614  HISTORY     - 1983     MONUMENTED       USGS-M
 RF0614
 RF0614                          STATION DESCRIPTION
 RF0614
 RF0614'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1983
 RF0614'38.5 MI NW FROM ASHLAND.
 RF0614'22.3 MI (35.9 KM) WEST ALONG THE AMERICAN REALTY ROAD FROM ASHLAND,
 RF0614'THENCE 9 MI (14.5 KM) NORTHWEST ALONG ROAD FROM ITS JUNCTION WITH THE
 RF0614'AMERICAN REALTY ROAD NEAR THE NORTHWEST CORNER OF BIG MACHIAS LAKE TO
 RF0614'BM 9 JHS USGS AND ROAD JUNCTION, THENCE 7.2 MI (11.6 KM) GENERALLY
 RF0614'NORTH ALONG RIGHT ROAD FORK, 1.2 MI (1.9 KM) NORTHWEST ALONG ROAD FROM
 RF0614'BM 15 JHS USGS, ABOUT 0.4 MI (0.6 KM) EAST OF BIG BROOK, 46 FT (14 M)
 RF0614'NORTHEAST OF ROAD, AT SOUTHEAST EDGE OF SMALL CLEARING, 1.5 FT (0.46
 RF0614'M) SOUTH OF WITNESS POST, 4.1 FT (1.2 M) ABOVE THE ROAD, SET NEAR THE
 RF0614'HIGH POINT OF A HARDSHALE OUTCROP, A STANDARD TABLET STAMPED 16 JHS
 RF0614'USGS 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1326 ***********************************************************************
 PE1326  DESIGNATION -  16 RAK
 PE1326  PID         -  PE1326
 PE1326  STATE/COUNTY-  ME/LINCOLN
 PE1326  USGS QUAD   -  DAMARISCOTTA (1979)
 PE1326
 PE1326                         *CURRENT SURVEY CONTROL
 PE1326  ___________________________________________________________________
 PE1326* NAD 83(1986)-  44 02 10.     (N)    069 30 20.     (W)     SCALED    
 PE1326* NAVD 88     -        24.579  (meters)      80.64   (feet)  ADJUSTED  
 PE1326  ___________________________________________________________________
 PE1326  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 PE1326  DYNAMIC HT  -          24.576 (meters)      80.63  (feet)  COMP
 PE1326  MODELED GRAV-     980,519.3   (mgal)                       NAVD 88
 PE1326
 PE1326  VERT ORDER  -  SECOND    CLASS 0
 PE1326
 PE1326.The horizontal coordinates were scaled from a topographic map and have
 PE1326.an estimated accuracy of +/- 6 seconds.
 PE1326
 PE1326.The orthometric height was determined by differential leveling
 PE1326.and adjusted by the National Geodetic Survey in June 1991..
 PE1326
 PE1326.The geoid height was determined by GEOID03.
 PE1326
 PE1326.The dynamic height is computed by dividing the NAVD 88
 PE1326.geopotential number by the normal gravity value computed on the
 PE1326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1326.degrees latitude (g = 980.6199 gals.).
 PE1326
 PE1326.The modeled gravity was interpolated from observed gravity values.
 PE1326
 PE1326;                    North         East    Units  Estimated Accuracy
 PE1326;SPC ME W     -   133,840.      952,990.      MT  (+/- 180 meters Scaled)
 PE1326
 PE1326                          SUPERSEDED SURVEY CONTROL
 PE1326
 PE1326  NGVD 29 (??/??/92)   24.787  (m)           81.32   (f) ADJ UNCH    2 0
 PE1326
 PE1326.Superseded values are not recommended for survey control.
 PE1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1326.See file dsdata.txt to determine how the superseded data were derived.
 PE1326
 PE1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ594760(NAD 83)
 PE1326_MARKER: DD = SURVEY DISK
 PE1326_SETTING: 66 = SET IN ROCK OUTCROP
 PE1326_SP_SET: ROCK OUTCROP
 PE1326_STAMPING: 81 16 RAK 1963
 PE1326_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1326+STABILITY: POSITION/ELEVATION WELL
 PE1326
 PE1326  HISTORY     - Date     Condition        Report By
 PE1326  HISTORY     - 1963     MONUMENTED       USGS
 PE1326  HISTORY     - 1963     GOOD             NGS
 PE1326  HISTORY     - 19910504 GOOD             USPSQD
 PE1326  HISTORY     - 20031124 MARK NOT FOUND   USPSQD
 PE1326
 PE1326                          STATION DESCRIPTION
 PE1326
 PE1326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 PE1326'1.6 MI SE FROM DAMARISCOTTA.
 PE1326'ABOUT 1.3 MILES EAST ALONG U.S. HIGHWAY 1 (BUSINESS ROUTE) FROM
 PE1326'THE SOUTH END OF THE LARGE BRIDGE OVER THE DAMARISCOTTA RIVER
 PE1326'AT DAMARISCOTTA, THENCE 0.3 MILE SOUTHEAST ALONG A ASPHALT ROAD,
 PE1326'DIRECTLY ACROSS THE ROAD FROM A LARGE TWO STORY HOUSE, SET ON
 PE1326'THE TOP OF A 4-BY-3-FOOT BLACK OUTCROP WHICH PROJECTS 1/2 FOOT
 PE1326'ABOVE THE LEVEL OF THE GROUND, 30.0 FEET SOUTHWEST OF THE CENTER
 PE1326'LINE OF THE ROAD, 31.5 FEET EAST OF THE EAST CORNER OF A
 PE1326'ONE-STORY FRAME HOUSE, 47 FEET WEST OF POWER LINE POLE NO.
 PE1326'10 - 49 WITH A A TRANSFORMER AND ABOUT 1 FOOT BELOW THE LEVEL
 PE1326'OF THE ROAD.
 PE1326
 PE1326                          STATION RECOVERY (1991)
 PE1326
 PE1326'RECOVERY NOTE BY US POWER SQUADRON 1991 (SS)
 PE1326'RECOVERED IN GOOD CONDITION.
 PE1326
 PE1326                          STATION RECOVERY (2003)
 PE1326
 PE1326'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMW)
 PE1326'A NEW OFFICE COMPLEX IS AT THE SITE, AND A LAWN COVERS THE MARKS
 PE1326'LOCATION. MEASUREMENTS WERE MADE FROM THE C.L. OF THE RD. AND THE POLE
 PE1326'TO LOCATE THE POSITION. A METAL DETECTER DID NOT LOCATE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0434 ***********************************************************************
 PD0434  DESIGNATION -  160
 PD0434  PID         -  PD0434
 PD0434  STATE/COUNTY-  ME/WASHINGTON
 PD0434  USGS QUAD   -  ADDISON (1975)
 PD0434
 PD0434                         *CURRENT SURVEY CONTROL
 PD0434  ___________________________________________________________________
 PD0434* NAD 83(1986)-  44 35 03.     (N)    067 39 09.     (W)     SCALED    
 PD0434* NAVD 88     -        48.316  (meters)     158.52   (feet)  ADJUSTED  
 PD0434  ___________________________________________________________________
 PD0434  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 PD0434  DYNAMIC HT  -          48.315 (meters)     158.51  (feet)  COMP
 PD0434  MODELED GRAV-     980,591.5   (mgal)                       NAVD 88
 PD0434
 PD0434  VERT ORDER  -  SECOND    CLASS 0
 PD0434
 PD0434.The horizontal coordinates were scaled from a topographic map and have
 PD0434.an estimated accuracy of +/- 6 seconds.
 PD0434
 PD0434.The orthometric height was determined by differential leveling
 PD0434.and adjusted by the National Geodetic Survey in June 1991..
 PD0434
 PD0434.The geoid height was determined by GEOID03.
 PD0434
 PD0434.The dynamic height is computed by dividing the NAVD 88
 PD0434.geopotential number by the normal gravity value computed on the
 PD0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0434.degrees latitude (g = 980.6199 gals.).
 PD0434
 PD0434.The modeled gravity was interpolated from observed gravity values.
 PD0434
 PD0434;                    North         East    Units  Estimated Accuracy
 PD0434;SPC ME E     -   102,290.      367,300.      MT  (+/- 180 meters Scaled)
 PD0434
 PD0434                          SUPERSEDED SURVEY CONTROL
 PD0434
 PD0434  NGVD 29 (??/??/92)   48.530  (m)          159.22   (f) ADJ UNCH    2 0
 PD0434
 PD0434.Superseded values are not recommended for survey control.
 PD0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0434.See file dsdata.txt to determine how the superseded data were derived.
 PD0434
 PD0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK069376(NAD 83)
 PD0434_MARKER: DD = SURVEY DISK
 PD0434_SETTING: 66 = SET IN ROCK OUTCROP
 PD0434_SP_SET: ROCK CUT
 PD0434_STAMPING: 160 ME 1917
 PD0434_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0434+STABILITY: POSITION/ELEVATION WELL
 PD0434
 PD0434  HISTORY     - Date     Condition        Report By
 PD0434  HISTORY     - 1917     MONUMENTED       USGS
 PD0434  HISTORY     - 1962     GOOD             NGS
 PD0434
 PD0434                          STATION DESCRIPTION
 PD0434
 PD0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PD0434'1 MI NW FROM INDIAN RIVER.
 PD0434'1.0 MILE NORTHWEST ALONG STATE HIGHWAY 187 FROM THE CONCRETE
 PD0434'BRIDGE OVER INDIAN RIVER AT INDIAN RIVER, NEAR THE TOP OF A HILL,
 PD0434'SET ON THE TOP OF BEDROCK OR ROCK CUT (THE HIGHWAY MADE A CUT
 PD0434'THROUGH THE ROCK), 37 FEET WEST OF THE CENTER LINE OF THE
 PD0434'HIGHWAY, 44 YARDS NORTHWEST OF AND ACROSS THE HIGHWAY FROM THE
 PD0434'NORTHWEST CORNER OF A FARM HOUSE, 13 FEET SOUTHWEST OF POWER
 PD0434'LINE POLE NO. 181 AND ABOUT 10 FEET ABOVE THE LEVEL OF THE
 PD0434'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0049 ***********************************************************************
 PF0049  DESIGNATION -  1612.7
 PF0049  PID         -  PF0049
 PF0049  STATE/COUNTY-  ME/FRANKLIN
 PF0049  USGS QUAD   -  REDINGTON (1984)
 PF0049
 PF0049                         *CURRENT SURVEY CONTROL
 PF0049  ___________________________________________________________________
 PF0049* NAD 83(1986)-  44 59 18.     (N)    070 28 43.     (W)     SCALED    
 PF0049* NAVD 88     -       491.73   (+/-2cm)    1613.3    (feet)  VERTCON   
 PF0049  ___________________________________________________________________
 PF0049  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 PF0049
 PF0049  VERT ORDER  -  ? (See Below)
 PF0049
 PF0049.The horizontal coordinates were scaled from a topographic map and have
 PF0049.an estimated accuracy of +/- 6 seconds.
 PF0049
 PF0049.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF0049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF0049.The vertical order pertains to the NGVD 29 superseded value.
 PF0049
 PF0049.The geoid height was determined by GEOID03.
 PF0049
 PF0049;                    North         East    Units  Estimated Accuracy
 PF0049;SPC ME W     -   239,480.      875,400.      MT  (+/- 180 meters Scaled)
 PF0049
 PF0049                          SUPERSEDED SURVEY CONTROL
 PF0049
 PF0049  NGVD 29 (??/??/92)  491.863  (m)         1613.72   (f) ADJ UNCH    ?  
 PF0049
 PF0049.Superseded values are not recommended for survey control.
 PF0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0049.See file dsdata.txt to determine how the superseded data were derived.
 PF0049
 PF0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK834827(NAD 83)
 PF0049_MARKER: Q = CHISELED SQUARE
 PF0049_SETTING: 80 = SET IN A BOULDER
 PF0049_SP_SET: BOULDER
 PF0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0049+STABILITY: SURFACE MOTION
 PF0049
 PF0049  HISTORY     - Date     Condition        Report By
 PF0049  HISTORY     - UNK      MONUMENTED       USGS
 PF0049  HISTORY     - 1933     GOOD             NGS
 PF0049  HISTORY     - 1934     GOOD             NGS
 PF0049
 PF0049                          STATION DESCRIPTION
 PF0049
 PF0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PF0049'2.4 MI W FROM REDINGTON.
 PF0049'2.4 MILES WEST ALONG THE OLD ROADBED OF THE ABANDONED SANDY RIVER
 PF0049'AND RANGELEY LAKES RAILROAD FROM REDINGTON, FRANKLIN COUNTY, AT
 PF0049'THE POINT WHERE REDINGTON STREAM RUNS VERY CLOSE TO THE OLD
 PF0049'ROADBED, 40 FEET WEST OF A DRY STREAM BED UNDER THE OLD ROADBED,
 PF0049'8 FEET NORTH OF THE CENTER LINE OF THE ROADBED, ON THE TOP OF
 PF0049'A SMALL BOULDER, AND ABOUT 1-1/2 FEET HIGHER THAN THE ROADBED.
 PF0049'A CHISELED SQUARE.
 PF0049
 PF0049                          STATION RECOVERY (1934)
 PF0049
 PF0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PF0049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0045 ***********************************************************************
 PF0045  DESIGNATION -  1620.4
 PF0045  PID         -  PF0045
 PF0045  STATE/COUNTY-  ME/FRANKLIN
 PF0045  USGS QUAD   -  REDINGTON (1984)
 PF0045
 PF0045                         *CURRENT SURVEY CONTROL
 PF0045  ___________________________________________________________________
 PF0045* NAD 83(1986)-  44 58 51.     (N)    070 24 37.     (W)     SCALED    
 PF0045* NAVD 88     -       493.916  (meters)    1620.46   (feet)  ADJUSTED  
 PF0045  ___________________________________________________________________
 PF0045  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 PF0045  DYNAMIC HT  -         493.862 (meters)    1620.28  (feet)  COMP
 PF0045  MODELED GRAV-     980,492.7   (mgal)                       NAVD 88
 PF0045
 PF0045  VERT ORDER  -  SECOND    CLASS 0
 PF0045
 PF0045.The horizontal coordinates were scaled from a topographic map and have
 PF0045.an estimated accuracy of +/- 6 seconds.
 PF0045
 PF0045.The orthometric height was determined by differential leveling
 PF0045.and adjusted by the National Geodetic Survey in June 1991..
 PF0045
 PF0045.The geoid height was determined by GEOID03.
 PF0045
 PF0045.The dynamic height is computed by dividing the NAVD 88
 PF0045.geopotential number by the normal gravity value computed on the
 PF0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0045.degrees latitude (g = 980.6199 gals.).
 PF0045
 PF0045.The modeled gravity was interpolated from observed gravity values.
 PF0045
 PF0045;                    North         East    Units  Estimated Accuracy
 PF0045;SPC ME W     -   238,630.      880,790.      MT  (+/- 180 meters Scaled)
 PF0045
 PF0045                          SUPERSEDED SURVEY CONTROL
 PF0045
 PF0045  NGVD 29 (??/??/92)  494.050  (m)         1620.90   (f) ADJ UNCH    2 0
 PF0045
 PF0045.Superseded values are not recommended for survey control.
 PF0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0045.See file dsdata.txt to determine how the superseded data were derived.
 PF0045
 PF0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK888817(NAD 83)
 PF0045_MARKER: DD = SURVEY DISK
 PF0045_SETTING: 80 = SET IN A BOULDER
 PF0045_SP_SET: BOULDER
 PF0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0045+STABILITY: SURFACE MOTION
 PF0045
 PF0045  HISTORY     - Date     Condition        Report By
 PF0045  HISTORY     - UNK      MONUMENTED       USGS
 PF0045  HISTORY     - 1933     GOOD             NGS
 PF0045  HISTORY     - 1934     GOOD             NGS
 PF0045
 PF0045                          STATION DESCRIPTION
 PF0045
 PF0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PF0045'1.2 MI E FROM REDINGTON.
 PF0045'1.2 MILES EAST ALONG THE OLD ROADBED OF THE ABANDONED SANDY RIVER
 PF0045'AND RANGELEY LAKES RAILROAD FROM REDINGTON, FRANKLIN COUNTY, 100
 PF0045'YARDS EAST OF A LUMBER CAMP, 45 YARDS EAST OF THE EAST END OF
 PF0045'A CULVERT OVER A CREEK, 4 YARDS SOUTH OF THE CENTER LINE OF THE OLD
 PF0045'ROADBED, AND IN THE TOP OF A BOULDER.  A DRILL HOLE.
 PF0045
 PF0045                          STATION RECOVERY (1934)
 PF0045
 PF0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PF0045'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1466 ***********************************************************************
 PE1466  DESIGNATION -  163.0=TBM 50
 PE1466  PID         -  PE1466
 PE1466  STATE/COUNTY-  ME/KENNEBEC
 PE1466  USGS QUAD   -  FAIRFIELD (1988)
 PE1466
 PE1466                         *CURRENT SURVEY CONTROL
 PE1466  ___________________________________________________________________
 PE1466* NAD 83(1986)-  44 36 06.     (N)    069 34 10.     (W)     SCALED    
 PE1466* NAVD 88     -        49.706  (meters)     163.08   (feet)  ADJUSTED  
 PE1466  ___________________________________________________________________
 PE1466  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 PE1466  DYNAMIC HT  -          49.704 (meters)     163.07  (feet)  COMP
 PE1466  MODELED GRAV-     980,564.3   (mgal)                       NAVD 88
 PE1466
 PE1466  VERT ORDER  -  FIRST     CLASS I
 PE1466
 PE1466.The horizontal coordinates were scaled from a topographic map and have
 PE1466.an estimated accuracy of +/- 6 seconds.
 PE1466
 PE1466.The orthometric height was determined by differential leveling
 PE1466.and adjusted by the National Geodetic Survey in June 1991..
 PE1466
 PE1466.The geoid height was determined by GEOID03.
 PE1466
 PE1466.The dynamic height is computed by dividing the NAVD 88
 PE1466.geopotential number by the normal gravity value computed on the
 PE1466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1466.degrees latitude (g = 980.6199 gals.).
 PE1466
 PE1466.The modeled gravity was interpolated from observed gravity values.
 PE1466
 PE1466;                    North         East    Units  Estimated Accuracy
 PE1466;SPC ME W     -   196,640.      947,410.      MT  (+/- 180 meters Scaled)
 PE1466
 PE1466                          SUPERSEDED SURVEY CONTROL
 PE1466
 PE1466  NGVD 29 (??/??/92)   49.906  (m)          163.73   (f) ADJ UNCH    1 1
 PE1466
 PE1466.Superseded values are not recommended for survey control.
 PE1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1466.See file dsdata.txt to determine how the superseded data were derived.
 PE1466
 PE1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK548388(NAD 83)
 PE1466_MARKER: Q = CHISELED SQUARE
 PE1466_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE1466_SP_SET: SIGNAL CONCRETE BASE
 PE1466_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE1466
 PE1466  HISTORY     - Date     Condition        Report By
 PE1466  HISTORY     - UNK      MONUMENTED       USGS
 PE1466  HISTORY     - 1966     GOOD             NGS
 PE1466
 PE1466                          STATION DESCRIPTION
 PE1466
 PE1466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE1466'1.5 MI NE FROM FAIRFIELD.
 PE1466'ABOUT 1.5 MILES NORTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM
 PE1466'THE SOUTHWEST END OF THE RAILROAD BRIDGE OVER THE KENNEBEC RIVER
 PE1466'AT FAIRFIELD, ABOUT 0.95 MILE NORTHEAST OF THE CROSSING OF RIVER
 PE1466'ROAD, NEAR MILEPOST P 86/V165, IN THE TOP ALONG THE NORTHWEST
 PE1466'EDGE OF CONCRETE BASE WHICH SUPPORTS SIGNAL LIGHT 861, 7.5 FEET
 PE1466'SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST TRACK, 1.2
 PE1466'FEET NORTHEAST OF THE WEST CORNER OF THE BASE, AND ABOUT LEVEL
 PE1466'WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ2696 ***********************************************************************
 AJ2696  CBN         -  This is a Cooperative Base Network Control Station.
 AJ2696  DESIGNATION -  1634 27
 AJ2696  PID         -  AJ2696
 AJ2696  STATE/COUNTY-  ME/SOMERSET
 AJ2696  USGS QUAD   -  ATHENS (1989)
 AJ2696
 AJ2696                         *CURRENT SURVEY CONTROL
 AJ2696  ___________________________________________________________________
 AJ2696* NAD 83(1996)-  44 53 00.57874(N)    069 42 42.66625(W)     ADJUSTED  
 AJ2696* NAVD 88     -       111.7    (meters)     366.     (feet)  GPS OBS   
 AJ2696  ___________________________________________________________________
 AJ2696  X           -   1,569,629.226 (meters)                     COMP
 AJ2696  Y           -  -4,245,958.155 (meters)                     COMP
 AJ2696  Z           -   4,478,244.547 (meters)                     COMP
 AJ2696  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 AJ2696  ELLIP HEIGHT-          85.90  (meters)          (04/26/01) GPS OBS
 AJ2696  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 AJ2696
 AJ2696  HORZ ORDER  -  A
 AJ2696  ELLP ORDER  -  FOURTH    CLASS I
 AJ2696
 AJ2696.The horizontal coordinates were established by GPS observations
 AJ2696.and adjusted by the National Geodetic Survey in April 2001..
 AJ2696
 AJ2696.The orthometric height was determined by GPS observations and a
 AJ2696.high-resolution geoid model.
 AJ2696
 AJ2696.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2696
 AJ2696.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2696
 AJ2696.The ellipsoidal height was determined by GPS observations
 AJ2696.and is referenced to NAD 83.
 AJ2696
 AJ2696.The geoid height was determined by GEOID03.
 AJ2696
 AJ2696;                    North         East     Units Scale Factor Converg.
 AJ2696;SPC ME W     -   227,885.350   935,932.122   MT  0.99998254   +0 19 15.4
 AJ2696;UTM  19      - 4,970,254.652   443,781.602   MT  0.99963886   -0 30 08.4
 AJ2696
 AJ2696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2696!SPC ME W     -   0.99998653  x   0.99998254  =   0.99996907
 AJ2696!UTM  19      -   0.99998653  x   0.99963886  =   0.99962540
 AJ2696
 AJ2696                          SUPERSEDED SURVEY CONTROL
 AJ2696
 AJ2696.No superseded survey control is available for this station.
 AJ2696
 AJ2696_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK4378270255(NAD 83)
 AJ2696_MARKER: DD = SURVEY DISK
 AJ2696_SETTING: 66 = SET IN ROCK OUTCROP
 AJ2696_STAMPING: 1634 27 1985
 AJ2696_MARK LOGO: MEDT  
 AJ2696_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ2696_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ2696+STABILITY: POSITION/ELEVATION WELL
 AJ2696_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2696+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2000
 AJ2696
 AJ2696  HISTORY     - Date     Condition        Report By
 AJ2696  HISTORY     - 1985     MONUMENTED       MEDT
 AJ2696  HISTORY     - 20001007 GOOD             MEDT
 AJ2696
 AJ2696                          STATION DESCRIPTION
 AJ2696
 AJ2696'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 2000 (TL)
 AJ2696'THE STATION IS LOCATED ABOUT 1.5 MI (2.4 KM) SOUTH OF CASS CORNER, IN
 AJ2696'A ROCK LEDGE CUT ALONG STATE HIGHWAY 150 IN THE TOWN OF CORNVILLE. TO
 AJ2696'REACH FROM THE JUNCTION OF STATE HIGHWAYS 150 AND 43 AT CASS CORNER,
 AJ2696'GO SOUTHWEST ON HIGHWAY 150 FOR 1.6 MI (2.6 KM) TO THE STATION ON THE
 AJ2696'LEFT.  THE STATION IS SET IN A DRILL HOLE IN ROCK LEDGE.  LOCATED 95
 AJ2696'FT (29.0 M) SOUTHWEST OF UTILITY POLE NUMBER 243, 41.5 FT (12.6 M)
 AJ2696'SOUTHEAST OF THE CENTERLINE OF HIGHWAY 150 AND 9.6 FT (2.9 M)
 AJ2696'NORTHWEST OF A FENCE AND METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0046 ***********************************************************************
 PF0046  DESIGNATION -  1636.5
 PF0046  PID         -  PF0046
 PF0046  STATE/COUNTY-  ME/FRANKLIN
 PF0046  USGS QUAD   -  REDINGTON (1984)
 PF0046
 PF0046                         *CURRENT SURVEY CONTROL
 PF0046  ___________________________________________________________________
 PF0046* NAD 83(1986)-  44 59 00.     (N)    070 25 48.     (W)     SCALED    
 PF0046* NAVD 88     -       498.80   (+/-2cm)    1636.5    (feet)  VERTCON   
 PF0046  ___________________________________________________________________
 PF0046  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 PF0046
 PF0046  VERT ORDER  -  ? (See Below)
 PF0046
 PF0046.The horizontal coordinates were scaled from a topographic map and have
 PF0046.an estimated accuracy of +/- 6 seconds.
 PF0046
 PF0046.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF0046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF0046.The vertical order pertains to the NGVD 29 superseded value.
 PF0046
 PF0046.The geoid height was determined by GEOID03.
 PF0046
 PF0046;                    North         East    Units  Estimated Accuracy
 PF0046;SPC ME W     -   238,910.      879,230.      MT  (+/- 180 meters Scaled)
 PF0046
 PF0046                          SUPERSEDED SURVEY CONTROL
 PF0046
 PF0046  NGVD 29 (??/??/92)  498.932  (m)         1636.91   (f) ADJ UNCH    ?  
 PF0046
 PF0046.Superseded values are not recommended for survey control.
 PF0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0046.See file dsdata.txt to determine how the superseded data were derived.
 PF0046
 PF0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK872820(NAD 83)
 PF0046_MARKER: DD = SURVEY DISK
 PF0046_SETTING: 80 = SET IN A BOULDER
 PF0046_SP_SET: BOULDER
 PF0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0046+STABILITY: SURFACE MOTION
 PF0046
 PF0046  HISTORY     - Date     Condition        Report By
 PF0046  HISTORY     - UNK      MONUMENTED       USGS
 PF0046  HISTORY     - 1933     GOOD             NGS
 PF0046  HISTORY     - 1934     GOOD             NGS
 PF0046
 PF0046                          STATION DESCRIPTION
 PF0046
 PF0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PF0046'0.2 MI E FROM REDINGTON.
 PF0046'0.2 MILE EAST ALONG THE OLD ROADBED OF THE ABANDONED SANDY RIVER
 PF0046'AND RANGELEY LAKES RAILROAD FROM REDINGTON, FRANKLIN COUNTY,
 PF0046'0.9 MILE WEST OF A LUMBER CAMP, 1 YARD SOUTH OF THE OLD ROADBED,
 PF0046'AND IN THE TOP OF A BOULDER.  A DRILL HOLE.
 PF0046
 PF0046                          STATION RECOVERY (1934)
 PF0046
 PF0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PF0046'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0048 ***********************************************************************
 PF0048  DESIGNATION -  1673.0
 PF0048  PID         -  PF0048
 PF0048  STATE/COUNTY-  ME/FRANKLIN
 PF0048  USGS QUAD   -  REDINGTON (1984)
 PF0048
 PF0048                         *CURRENT SURVEY CONTROL
 PF0048  ___________________________________________________________________
 PF0048* NAD 83(1986)-  44 59 20.     (N)    070 26 59.     (W)     SCALED    
 PF0048* NAVD 88     -       510.00   (+/-2cm)    1673.2    (feet)  VERTCON   
 PF0048  ___________________________________________________________________
 PF0048  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 PF0048
 PF0048  VERT ORDER  -  ? (See Below)
 PF0048
 PF0048.The horizontal coordinates were scaled from a topographic map and have
 PF0048.an estimated accuracy of +/- 6 seconds.
 PF0048
 PF0048.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF0048.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF0048.The vertical order pertains to the NGVD 29 superseded value.
 PF0048
 PF0048.The geoid height was determined by GEOID03.
 PF0048
 PF0048;                    North         East    Units  Estimated Accuracy
 PF0048;SPC ME W     -   239,540.      877,680.      MT  (+/- 180 meters Scaled)
 PF0048
 PF0048                          SUPERSEDED SURVEY CONTROL
 PF0048
 PF0048  NGVD 29 (??/??/92)  510.135  (m)         1673.67   (f) ADJ UNCH    ?  
 PF0048
 PF0048.Superseded values are not recommended for survey control.
 PF0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0048.See file dsdata.txt to determine how the superseded data were derived.
 PF0048
 PF0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK857827(NAD 83)
 PF0048_MARKER: DD = SURVEY DISK
 PF0048_SETTING: 80 = SET IN A BOULDER
 PF0048_SP_SET: BOULDER
 PF0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0048+STABILITY: SURFACE MOTION
 PF0048
 PF0048  HISTORY     - Date     Condition        Report By
 PF0048  HISTORY     - UNK      MONUMENTED       USGS
 PF0048  HISTORY     - 1933     GOOD             NGS
 PF0048  HISTORY     - 1934     GOOD             NGS
 PF0048
 PF0048                          STATION DESCRIPTION
 PF0048
 PF0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PF0048'0.9 MI W FROM REDINGTON.
 PF0048'0.9 MILE WEST ALONG THE OLD ROADBED OF THE ABANDONED SANDY
 PF0048'RIVER AND RANGELEY LAKES RAILROAD FROM REDINGTON, FRANKLIN COUNTY,
 PF0048'3 YARDS SOUTH OF THE CENTER LINE OF THE OLD ROADBED, ON THE TOP
 PF0048'OF A JAGGED BOULDER, AND ABOUT 2 FEET HIGHER THAN THE ROADBED.
 PF0048'A CHISELED SQUARE.
 PF0048
 PF0048                          STATION RECOVERY (1934)
 PF0048
 PF0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PF0048'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0114 ***********************************************************************
 PE0114  DESIGNATION -  168
 PE0114  PID         -  PE0114
 PE0114  STATE/COUNTY-  ME/HANCOCK
 PE0114  USGS QUAD   -  EASTBROOK (1981)
 PE0114
 PE0114                         *CURRENT SURVEY CONTROL
 PE0114  ___________________________________________________________________
 PE0114* NAD 83(1986)-  44 38 36.     (N)    068 15 51.     (W)     SCALED    
 PE0114* NAVD 88     -        51.001  (meters)     167.33   (feet)  ADJUSTED  
 PE0114  ___________________________________________________________________
 PE0114  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 PE0114  DYNAMIC HT  -          50.998 (meters)     167.32  (feet)  COMP
 PE0114  MODELED GRAV-     980,553.4   (mgal)                       NAVD 88
 PE0114
 PE0114  VERT ORDER  -  SECOND    CLASS 0
 PE0114
 PE0114.The horizontal coordinates were scaled from a topographic map and have
 PE0114.an estimated accuracy of +/- 6 seconds.
 PE0114
 PE0114.The orthometric height was determined by differential leveling
 PE0114.and adjusted by the National Geodetic Survey in June 1991..
 PE0114
 PE0114.The geoid height was determined by GEOID03.
 PE0114
 PE0114.The dynamic height is computed by dividing the NAVD 88
 PE0114.geopotential number by the normal gravity value computed on the
 PE0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0114.degrees latitude (g = 980.6199 gals.).
 PE0114
 PE0114.The modeled gravity was interpolated from observed gravity values.
 PE0114
 PE0114;                    North         East    Units  Estimated Accuracy
 PE0114;SPC ME E     -   108,540.      318,710.      MT  (+/- 180 meters Scaled)
 PE0114
 PE0114                          SUPERSEDED SURVEY CONTROL
 PE0114
 PE0114  NGVD 29 (??/??/92)   51.202  (m)          167.99   (f) ADJ UNCH    2 0
 PE0114
 PE0114.Superseded values are not recommended for survey control.
 PE0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0114.See file dsdata.txt to determine how the superseded data were derived.
 PE0114
 PE0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK583435(NAD 83)
 PE0114_MARKER: DD = SURVEY DISK
 PE0114_SETTING: 80 = SET IN A BOULDER
 PE0114_SP_SET: BOULDER
 PE0114_STAMPING: 168 ME
 PE0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0114+STABILITY: SURFACE MOTION
 PE0114
 PE0114  HISTORY     - Date     Condition        Report By
 PE0114  HISTORY     - UNK      MONUMENTED       USGS
 PE0114  HISTORY     - 1953     GOOD             NGS
 PE0114  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 PE0114
 PE0114                          STATION DESCRIPTION
 PE0114
 PE0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 PE0114'2.4 MI S FROM EASTBROOK.
 PE0114'2.4 MILES SOUTH ALONG STATE HIGHWAY 200 FROM THE BAPTIST CHURCH
 PE0114'AT EASTBROOK, ABOUT 0.15 MILE NORTHEAST OF A 9-FOOT CULVERT FOR
 PE0114'GEORGE BROOK, ABOUT 0.25 MILE SOUTH OF A ROAD EAST TO A CEMETERY,
 PE0114'ABOUT 100 YARDS NORTHEAST OF THE EASTBROOK-FRANKLIN TOWN LINE
 PE0114'POST, 53 YARDS NORTHEAST OF AN 18-INCH PIPE CULVERT, 16 FEET
 PE0114'NORTHWEST OF CENTER LINE OF HIGHWAY, 135 FEET SOUTHWEST OF
 PE0114'CENTER LINE OF A BLACK TOP ROAD LEADING NORTHWEST TO WEBB
 PE0114'POND, 84 FEET NORTH AND ACROSS HIGHWAY FROM POWER POLE NO. 83,
 PE0114'IN THE TOP AND NEAR THE CENTER AND HIGH POINT OF A ROUNDED
 PE0114'BOULDER ABOUT 4 FEET IN DIAMETER AND PROJECTING ABOUT 3 FEET
 PE0114'AND ABOUT 3 FEET ABOVE LEVEL OF HIGHWAY.
 PE0114
 PE0114                          STATION RECOVERY (1987)
 PE0114
 PE0114'RECOVERY NOTE BY US POWER SQUADRON 1987 (ELG)
 PE0114'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0460 ***********************************************************************
 QG0460  DESIGNATION -  168
 QG0460  PID         -  QG0460
 QG0460  STATE/COUNTY-  ME/PENOBSCOT
 QG0460  USGS QUAD   -  HOWLAND (1988)
 QG0460
 QG0460                         *CURRENT SURVEY CONTROL
 QG0460  ___________________________________________________________________
 QG0460* NAD 83(1986)-  45 12 37.     (N)    068 38 28.     (W)     SCALED    
 QG0460* NAVD 88     -        51.147  (meters)     167.80   (feet)  ADJUSTED  
 QG0460  ___________________________________________________________________
 QG0460  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 QG0460  DYNAMIC HT  -          51.147 (meters)     167.80  (feet)  COMP
 QG0460  MODELED GRAV-     980,614.1   (mgal)                       NAVD 88
 QG0460
 QG0460  VERT ORDER  -  SECOND    CLASS 0
 QG0460
 QG0460.The horizontal coordinates were scaled from a topographic map and have
 QG0460.an estimated accuracy of +/- 6 seconds.
 QG0460
 QG0460.The orthometric height was determined by differential leveling
 QG0460.and adjusted by the National Geodetic Survey in June 1991..
 QG0460
 QG0460.The geoid height was determined by GEOID03.
 QG0460
 QG0460.The dynamic height is computed by dividing the NAVD 88
 QG0460.geopotential number by the normal gravity value computed on the
 QG0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0460.degrees latitude (g = 980.6199 gals.).
 QG0460
 QG0460.The modeled gravity was interpolated from observed gravity values.
 QG0460
 QG0460;                    North         East    Units  Estimated Accuracy
 QG0460;SPC ME E     -   171,520.      288,920.      MT  (+/- 180 meters Scaled)
 QG0460
 QG0460                          SUPERSEDED SURVEY CONTROL
 QG0460
 QG0460  NGVD 29 (??/??/92)   51.352  (m)          168.48   (f) ADJ UNCH    2 0
 QG0460
 QG0460.Superseded values are not recommended for survey control.
 QG0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0460.See file dsdata.txt to determine how the superseded data were derived.
 QG0460
 QG0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL281063(NAD 83)
 QG0460_MARKER: DD = SURVEY DISK
 QG0460_SETTING: 80 = SET IN A BOULDER
 QG0460_SP_SET: BOULDER
 QG0460_STAMPING: 168 1958 45 FAD
 QG0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0460+STABILITY: SURFACE MOTION
 QG0460
 QG0460  HISTORY     - Date     Condition        Report By
 QG0460  HISTORY     - 1958     MONUMENTED       USGS
 QG0460  HISTORY     - 1958     GOOD             NGS
 QG0460
 QG0460                          STATION DESCRIPTION
 QG0460
 QG0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QG0460'2 MI S FROM HOWLAND.
 QG0460'2.0 MILES SOUTH ALONG STATE HIGHWAY 116 FROM THE WEST END OF
 QG0460'THE BRIDGE OVER THE PENOBSCOT RIVER AT HOWLAND, AT THE JUNCTION
 QG0460'OF DRIVE WEST TO A HOUSE, SET IN THE TOP OF A 4-FOOT BY 4-FOOT
 QG0460'BOULDER PROJECTING 2 FEET, 114 FEET WEST OF THE CENTER LINE
 QG0460'OF THE HIGHWAY, 193 FEET SOUTHWEST OF THE CENTER LINE OF JUNCTION
 QG0460'OF DRIVE WEST, 97 FEET WEST-SOUTHWEST OF THE WEST END OF A
 QG0460'CORRUGATED PIPE CULVERT, 115 FEET WEST-SOUTHWEST OF POWER POLE
 QG0460'477, ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0468 ***********************************************************************
 PD0468  DESIGNATION -  17
 PD0468  PID         -  PD0468
 PD0468  STATE/COUNTY-  ME/WASHINGTON
 PD0468  USGS QUAD   -  WHITNEYVILLE (1977)
 PD0468
 PD0468                         *CURRENT SURVEY CONTROL
 PD0468  ___________________________________________________________________
 PD0468* NAD 83(1986)-  44 39 38.     (N)    067 34 29.     (W)     SCALED    
 PD0468* NAVD 88     -         4.952  (meters)      16.25   (feet)  ADJUSTED  
 PD0468  ___________________________________________________________________
 PD0468  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 PD0468  DYNAMIC HT  -           4.952 (meters)      16.25  (feet)  COMP
 PD0468  MODELED GRAV-     980,583.9   (mgal)                       NAVD 88
 PD0468
 PD0468  VERT ORDER  -  SECOND    CLASS 0
 PD0468
 PD0468.The horizontal coordinates were scaled from a topographic map and have
 PD0468.an estimated accuracy of +/- 6 seconds.
 PD0468
 PD0468.The orthometric height was determined by differential leveling
 PD0468.and adjusted by the National Geodetic Survey in June 1991..
 PD0468
 PD0468.The geoid height was determined by GEOID03.
 PD0468
 PD0468.The dynamic height is computed by dividing the NAVD 88
 PD0468.geopotential number by the normal gravity value computed on the
 PD0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0468.degrees latitude (g = 980.6199 gals.).
 PD0468
 PD0468.The modeled gravity was interpolated from observed gravity values.
 PD0468
 PD0468;                    North         East    Units  Estimated Accuracy
 PD0468;SPC ME E     -   110,840.      373,380.      MT  (+/- 180 meters Scaled)
 PD0468
 PD0468                          SUPERSEDED SURVEY CONTROL
 PD0468
 PD0468  NGVD 29 (??/??/92)    5.164  (m)           16.94   (f) ADJ UNCH    2 0
 PD0468
 PD0468.Superseded values are not recommended for survey control.
 PD0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0468.See file dsdata.txt to determine how the superseded data were derived.
 PD0468
 PD0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK129462(NAD 83)
 PD0468_MARKER: DD = SURVEY DISK
 PD0468_SETTING: 66 = SET IN ROCK OUTCROP
 PD0468_SP_SET: ROCK LEDGE
 PD0468_STAMPING: 17 ME 1917
 PD0468_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0468+STABILITY: POSITION/ELEVATION WELL
 PD0468
 PD0468  HISTORY     - Date     Condition        Report By
 PD0468  HISTORY     - 1917     MONUMENTED       USGS
 PD0468  HISTORY     - 1962     GOOD             NGS
 PD0468
 PD0468                          STATION DESCRIPTION
 PD0468
 PD0468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PD0468'AT JONESBORO.
 PD0468'AT JONESBORO, ALONG U.S. HIGHWAY 1, ALONG THE BANK OF THE
 PD0468'CHANDLER RIVER, SET ON THE TOP AND AT THE SOUTHWEST SIDE OF A
 PD0468'ROCK LEDGE THAT PROJECTS 3 FEET ABOVE THE LEVEL OF THE GROUND,
 PD0468'104.5 FEET NORTH OF THE EAST END OF THE NORTH CONCRETE BANNISTER
 PD0468'OF THE U.S. HIGHWAY 1 BRIDGE OVER THE CHANDLER RIVER, 25 FEET
 PD0468'EAST OF THE EAST BANK OF THE RIVER, 122 FEET NORTH OF THE CENTER
 PD0468'LINE OF THE HIGHWAY AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0010 ***********************************************************************
 OC0010  DESIGNATION -  17 C OF P
 OC0010  PID         -  OC0010
 OC0010  STATE/COUNTY-  ME/CUMBERLAND
 OC0010  USGS QUAD   -  PORTLAND WEST (1978)
 OC0010
 OC0010                         *CURRENT SURVEY CONTROL
 OC0010  ___________________________________________________________________
 OC0010* NAD 83(1986)-  43 39 30.     (N)    070 15 13.     (W)     SCALED    
 OC0010* NAVD 88     -        12.424  (meters)      40.76   (feet)  ADJUSTED  
 OC0010  ___________________________________________________________________
 OC0010  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 OC0010  DYNAMIC HT  -          12.423 (meters)      40.76  (feet)  COMP
 OC0010  MODELED GRAV-     980,501.5   (mgal)                       NAVD 88
 OC0010
 OC0010  VERT ORDER  -  FIRST     CLASS I
 OC0010
 OC0010.The horizontal coordinates were scaled from a topographic map and have
 OC0010.an estimated accuracy of +/- 6 seconds.
 OC0010
 OC0010.The orthometric height was determined by differential leveling
 OC0010.and adjusted by the National Geodetic Survey in June 1991..
 OC0010
 OC0010.The geoid height was determined by GEOID03.
 OC0010
 OC0010.The dynamic height is computed by dividing the NAVD 88
 OC0010.geopotential number by the normal gravity value computed on the
 OC0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0010.degrees latitude (g = 980.6199 gals.).
 OC0010
 OC0010.The modeled gravity was interpolated from observed gravity values.
 OC0010
 OC0010;                    North         East    Units  Estimated Accuracy
 OC0010;SPC ME W     -    91,660.      892,990.      MT  (+/- 180 meters Scaled)
 OC0010
 OC0010                          SUPERSEDED SURVEY CONTROL
 OC0010
 OC0010  NGVD 29 (??/??/92)   12.643  (m)           41.48   (f) ADJ UNCH    1 1
 OC0010
 OC0010.Superseded values are not recommended for survey control.
 OC0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0010.See file dsdata.txt to determine how the superseded data were derived.
 OC0010
 OC0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ989346(NAD 83)
 OC0010_MARKER: B = BOLT
 OC0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC0010_SP_SET: GRANITE POST
 OC0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC0010+STABILITY: SURFACE MOTION
 OC0010_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OC0010+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2006
 OC0010
 OC0010  HISTORY     - Date     Condition        Report By
 OC0010  HISTORY     - UNK      MONUMENTED       ME6400
 OC0010  HISTORY     - 1966     GOOD             NGS
 OC0010  HISTORY     - 1989     GOOD             USPSQD
 OC0010  HISTORY     - 19910212 GOOD             USPSQD
 OC0010  HISTORY     - 20041024 GOOD             GEOCAC
 OC0010  HISTORY     - 20060813 GOOD             USPSQD
 OC0010
 OC0010                          STATION DESCRIPTION
 OC0010
 OC0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 OC0010'AT PORTLAND.
 OC0010'AT PORTLAND, ABOUT 0.15 MILE NORTH ALONG PEARL STREET FROM THE
 OC0010'CUSTOMHOUSE, NEAR THE INTERSECTION OF PEARL AND MIDDLE STREETS,
 OC0010'7.8 FEET NORTH OF THE NORTH CURB OF MIDDLE STREET, 7.8 FEET EAST
 OC0010'OF THE EAST CURB OF PEARL STREET, ABOUT LEVEL WITH THE SIDEWALK
 OC0010'AND SET IN THE TOP OF A GRANITE POST FLUSH.
 OC0010
 OC0010                          STATION RECOVERY (1989)
 OC0010
 OC0010'RECOVERY NOTE BY US POWER SQUADRON 1989 (DWH)
 OC0010'RECOVERED IN GOOD CONDITION.
 OC0010
 OC0010                          STATION RECOVERY (1991)
 OC0010
 OC0010'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OC0010'RECOVERED IN GOOD CONDITION.
 OC0010
 OC0010                          STATION RECOVERY (2004)
 OC0010
 OC0010'RECOVERY NOTE BY GEOCACHING 2004 (CEA)
 OC0010'RECOVERED IN GOOD CONDITION.
 OC0010
 OC0010                          STATION RECOVERY (2006)
 OC0010
 OC0010'RECOVERY NOTE BY US POWER SQUADRON 2006 (AMW)
 OC0010'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0655 ***********************************************************************
 RF0655  DESIGNATION -  17 JHS
 RF0655  PID         -  RF0655
 RF0655  STATE/COUNTY-  ME/AROOSTOOK
 RF0655  USGS QUAD   -  SEVEN ISLANDS (1986)
 RF0655
 RF0655                         *CURRENT SURVEY CONTROL
 RF0655  ___________________________________________________________________
 RF0655* NAD 83(1986)-  46 48 29.     (N)    069 31 15.     (W)     SCALED    
 RF0655* NAVD 88     -       275.087  (meters)     902.51   (feet)  ADJUSTED  
 RF0655  ___________________________________________________________________
 RF0655  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 RF0655  DYNAMIC HT  -         275.104 (meters)     902.57  (feet)  COMP
 RF0655  MODELED GRAV-     980,669.7   (mgal)                       NAVD 88
 RF0655
 RF0655  VERT ORDER  -  SECOND    CLASS II
 RF0655
 RF0655.The horizontal coordinates were scaled from a topographic map and have
 RF0655.an estimated accuracy of +/- 6 seconds.
 RF0655
 RF0655.The orthometric height was determined by differential leveling
 RF0655.and adjusted by the National Geodetic Survey in June 1991..
 RF0655
 RF0655.The geoid height was determined by GEOID03.
 RF0655
 RF0655.The dynamic height is computed by dividing the NAVD 88
 RF0655.geopotential number by the normal gravity value computed on the
 RF0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0655.degrees latitude (g = 980.6199 gals.).
 RF0655
 RF0655.The modeled gravity was interpolated from observed gravity values.
 RF0655
 RF0655;                    North         East    Units  Estimated Accuracy
 RF0655;SPC ME E     -   349,590.      222,090.      MT  (+/- 180 meters Scaled)
 RF0655
 RF0655                          SUPERSEDED SURVEY CONTROL
 RF0655
 RF0655.No superseded survey control is available for this station.
 RF0655
 RF0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM602839(NAD 83)
 RF0655_MARKER: DD = SURVEY DISK
 RF0655_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RF0655+WITH SETTING: INFORMATION.
 RF0655_SP_SET: SHALLOW-SET METAL ROD
 RF0655_STAMPING: 17 JHS 1984
 RF0655_MARK LOGO: USGS  
 RF0655_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RF0655
 RF0655  HISTORY     - Date     Condition        Report By
 RF0655  HISTORY     - 1984     MONUMENTED       USGS-M
 RF0655
 RF0655                          STATION DESCRIPTION
 RF0655
 RF0655'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1984
 RF0655'13.7 MI NORTH FROM CLAYTON LAKE.
 RF0655'CLAYTON LAKE POST OFFICE, 0.8 MI (1.3 KM) NW. OF THENE 18.6 MI
 RF0655'(29.9 KM) N. ALONG MAIN TRAVELED RD. FROM ST. PAMPHILE, OUEBEC, ABOUT
 RF0655'2.3 MI (3.7 KM) SE. OF BRIDGE OVER THE ST. JOHN RIVER, AT MAJOR RD.
 RF0655'JCT. OF E.-W. RD. AND RD. LEADING S. TO CLAYTON LAKE, 2.2 MI (3.5 KM)
 RF0655'S. AND 2.5 MI (4 KM) W. OF NE. COR. OF T. 13, R. 14, WELS, 112 FT
 RF0655'(34.1 M) SE. ALONG RD. THENCE 46 FT (14 M) W. AND 2 FT (0.61 M) HIGHER
 RF0655'THAN T-RD. SE, 3 FT (0.91 M) N. OF WITNESS POST, A STANDARD ROD SUP-
 RF0655'PORTED TABLET CENTERED IN PLASTIC PIPE AT GROUND LEVEL.
 RF0655'THE MARK IS 2 FT ABOVE ROAD SE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0615 ***********************************************************************
 RF0615  DESIGNATION -  17 JHS USGS
 RF0615  PID         -  RF0615
 RF0615  STATE/COUNTY-  ME/AROOSTOOK
 RF0615  USGS QUAD   -  BIG BROOK LAKE (1986)
 RF0615
 RF0615                         *CURRENT SURVEY CONTROL
 RF0615  ___________________________________________________________________
 RF0615* NAD 83(1986)-  46 48 45.     (N)    069 00 31.     (W)     SCALED    
 RF0615* NAVD 88     -       434.248  (meters)    1424.70   (feet)  ADJUSTED  
 RF0615  ___________________________________________________________________
 RF0615  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 RF0615  DYNAMIC HT  -         434.273 (meters)    1424.78  (feet)  COMP
 RF0615  MODELED GRAV-     980,658.1   (mgal)                       NAVD 88
 RF0615
 RF0615  VERT ORDER  -  SECOND    CLASS II
 RF0615
 RF0615.The horizontal coordinates were scaled from a topographic map and have
 RF0615.an estimated accuracy of +/- 6 seconds.
 RF0615
 RF0615.The orthometric height was determined by differential leveling
 RF0615.and adjusted by the National Geodetic Survey in June 1991..
 RF0615
 RF0615.The geoid height was determined by GEOID03.
 RF0615
 RF0615.The dynamic height is computed by dividing the NAVD 88
 RF0615.geopotential number by the normal gravity value computed on the
 RF0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0615.degrees latitude (g = 980.6199 gals.).
 RF0615
 RF0615.The modeled gravity was interpolated from observed gravity values.
 RF0615
 RF0615;                    North         East    Units  Estimated Accuracy
 RF0615;SPC ME E     -   349,710.      261,190.      MT  (+/- 180 meters Scaled)
 RF0615
 RF0615                          SUPERSEDED SURVEY CONTROL
 RF0615
 RF0615.No superseded survey control is available for this station.
 RF0615
 RF0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM993843(NAD 83)
 RF0615_MARKER: DB = BENCH MARK DISK
 RF0615_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RF0615_SP_SET: COPPER-CLAD STEEL ROD
 RF0615_STAMPING: 17 JHS 1983
 RF0615_MARK LOGO: USGS  
 RF0615_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0615
 RF0615  HISTORY     - Date     Condition        Report By
 RF0615  HISTORY     - 1983     MONUMENTED       USGS-M
 RF0615
 RF0615                          STATION DESCRIPTION
 RF0615
 RF0615'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1983
 RF0615'39.4 MI NW FROM ASHLAND.
 RF0615'22.3 MI (35.9 KM) WEST ALONG THE AMERICAN REALTY ROAD FROM ASHLAND,
 RF0615'THENCE 9 MI (14.5 KM) NORTHWEST ALONG ROAD FROM ITS JUNCTION WITH THE
 RF0615'AMERICAN REALTY ROAD NEAR THE NORTHWEST CORNER OF BIG MACHIAS LAKE TO
 RF0615'BM 9 JHS USGS AND ROAD JUNCTION, THENCE 8.1 MI (13 KM) GENERALLY NORTH
 RF0615'ALONG RIGHT ROAD FORK, 0.9 MI (1.4 KM) NORTH-NORTHEAST ALONG ROAD FROM
 RF0615'BM 16 JHS USGS, ABOUT 0.5 MI (0.8 KM) EAST-SOUTHEAST OF BIG BROOK, 24
 RF0615'FT (7.3 M) SOUTHEAST OF ROAD FROM A POINT APPROXIMATE HALFWAY BETWEEN
 RF0615'2 SMALL CLEARINGS ON NORTHWEST SIDE OF ROAD, 2 FT (0.61 M) NORTHWEST
 RF0615'OF A WITNESS POST, 3.1 FT (0.9 M) HIGHER THAN THE ROAD, A STANDARD ROD
 RF0615'SUPPORTED USGS TABLET CENTERED IN A PLASTIC PIPE AT GROUND LEVEL AND
 RF0615'STAMPED 17 JHS 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ2697 ***********************************************************************
 AJ2697  CBN         -  This is a Cooperative Base Network Control Station.
 AJ2697  DESIGNATION -  17 M
 AJ2697  PID         -  AJ2697
 AJ2697  STATE/COUNTY-  ME/CUMBERLAND
 AJ2697  USGS QUAD   -  BAILEY ISLAND (1990)
 AJ2697
 AJ2697                         *CURRENT SURVEY CONTROL
 AJ2697  ___________________________________________________________________
 AJ2697* NAD 83(1996)-  43 44 51.82008(N)    069 59 21.98275(W)     ADJUSTED  
 AJ2697* NAVD 88     -         3.4    (meters)      11.     (feet)  GPS OBS   
 AJ2697  ___________________________________________________________________
 AJ2697  X           -   1,579,183.557 (meters)                     COMP
 AJ2697  Y           -  -4,336,284.227 (meters)                     COMP
 AJ2697  Z           -   4,387,870.315 (meters)                     COMP
 AJ2697  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 AJ2697  ELLIP HEIGHT-         -22.37  (meters)          (04/26/01) GPS OBS
 AJ2697  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 AJ2697
 AJ2697  HORZ ORDER  -  A
 AJ2697  ELLP ORDER  -  FOURTH    CLASS I
 AJ2697
 AJ2697.The horizontal coordinates were established by GPS observations
 AJ2697.and adjusted by the National Geodetic Survey in April 2001..
 AJ2697
 AJ2697.The orthometric height was determined by GPS observations and a
 AJ2697.high-resolution geoid model.
 AJ2697
 AJ2697.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2697
 AJ2697.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2697
 AJ2697.The ellipsoidal height was determined by GPS observations
 AJ2697.and is referenced to NAD 83.
 AJ2697
 AJ2697.The geoid height was determined by GEOID03.
 AJ2697
 AJ2697;                    North         East     Units Scale Factor Converg.
 AJ2697;SPC ME W     -   101,599.642   914,274.320   MT  0.99996917   +0 07 21.2
 AJ2697;UTM  19      - 4,844,329.805   420,337.030   MT  0.99967806   -0 41 03.2
 AJ2697
 AJ2697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2697!SPC ME W     -   1.00000351  x   0.99996917  =   0.99997268
 AJ2697!UTM  19      -   1.00000351  x   0.99967806  =   0.99968157
 AJ2697
 AJ2697                          SUPERSEDED SURVEY CONTROL
 AJ2697
 AJ2697.No superseded survey control is available for this station.
 AJ2697
 AJ2697_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ2033744330(NAD 83)
 AJ2697_MARKER: DB = BENCH MARK DISK
 AJ2697_SETTING: 66 = SET IN ROCK OUTCROP
 AJ2697_STAMPING: 17 M 1941 12
 AJ2697_MARK LOGO: USGS  
 AJ2697_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2697_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ2697+STABILITY: POSITION/ELEVATION WELL
 AJ2697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2697+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2000
 AJ2697
 AJ2697  HISTORY     - Date     Condition        Report By
 AJ2697  HISTORY     - 1941     MONUMENTED       USGS
 AJ2697  HISTORY     - 20000724 GOOD             MEDT
 AJ2697
 AJ2697                          STATION DESCRIPTION
 AJ2697
 AJ2697'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 2000 (TL)
 AJ2697'THE STATION IS LOCATED ON THE NORTHERLY END OF BAILEY ISLAND,
 AJ2697'IMMEDIATELY SOUTH OF THE CRIBSTONE BRIDGE CONNECTING BAILEY ISLAND AND
 AJ2697'ORR ISLAND IN HARPSWELL ON STATE HIGHWAY 24.  TO REACH FROM THE
 AJ2697'INTERSECTION OF US HIGHWAY 1 AND STATE HIGHWAYS 24, GO SOUTH ON
 AJ2697'HIGHWAY 24 FOR ABOUT 3 MI (4.8 KM) TO WHERE HIGHWAY 24 BEARS RIGHT.
 AJ2697'CONTINUE ON HIGHWAY 24 FOR ABOUT 15 MI (24.1 KM) UNTIL REACHING THE
 AJ2697'CRIBSTONE BRIDGE.  PROCEED TO A SMALL GRAVEL PARKING AREA AT THE SOUTH
 AJ2697'END OF THE BRIDGE ON THE RIGHT.  THE STATION IS IN A SMALL ROCK
 AJ2697'OUTCROP ON THE SAME SIDE OF THE STREET AS THE CRIBSTONE BRIDGE
 AJ2697'RESTAURANT.  LOCATED 29 FT (8.8 M) SOUTH OF THE GUARDRAIL AT THE
 AJ2697'SOUTHEAST CORNER OF THE BRIDGE, 24 FT (7.3 M) SOUTHEAST OF PAVEMENT
 AJ2697'EDGE, 18 FT (5.5 M) WEST OF THE SOUTHWEST CORNER OF A SINGLE STORY
 AJ2697'SHACK AND 14 FT (4.3 M) EAST OF A RESTAURANT SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1074 ***********************************************************************
 PF1074  DESIGNATION -  17 SKS
 PF1074  PID         -  PF1074
 PF1074  STATE/COUNTY-  ME/ANDROSCOGGIN
 PF1074  USGS QUAD   -  LAKE AUBURN WEST (1981)
 PF1074
 PF1074                         *CURRENT SURVEY CONTROL
 PF1074  ___________________________________________________________________
 PF1074* NAD 83(1996)-  44 08 00.90883(N)    070 18 58.84207(W)     ADJUSTED  
 PF1074* NAVD 88     -       190.84   (+/-2cm)     626.1    (feet)  VERTCON   
 PF1074  ___________________________________________________________________
 PF1074  LAPLACE CORR-           3.47  (seconds)                    DEFLEC99
 PF1074  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 PF1074
 PF1074  HORZ ORDER  -  SECOND
 PF1074  VERT ORDER  -  THIRD ? (See Below)
 PF1074
 PF1074.The horizontal coordinates were established by classical geodetic methods
 PF1074.and adjusted by the National Geodetic Survey in March 1998..
 PF1074
 PF1074.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF1074.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF1074.The vertical order pertains to the NGVD 29 superseded value.
 PF1074
 PF1074.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1074
 PF1074.The geoid height was determined by GEOID03.
 PF1074
 PF1074;                    North         East     Units Scale Factor Converg.
 PF1074;SPC ME W     -   144,466.941   888,022.237   MT  0.99996843   -0 06 15.2
 PF1074;UTM  19      - 4,887,552.462   394,699.993   MT  0.99973637   -0 55 00.1
 PF1074
 PF1074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1074!SPC ME W     -   0.99997423  x   0.99996843  =   0.99994266
 PF1074!UTM  19      -   0.99997423  x   0.99973637  =   0.99971060
 PF1074
 PF1074:                Primary Azimuth Mark                     Grid Az
 PF1074:SPC ME W     -  HIGH                                     295 42 46.9
 PF1074:UTM  19      -  HIGH                                     296 31 31.8
 PF1074
 PF1074|---------------------------------------------------------------------|
 PF1074| PID    Reference Object                     Distance      Geod. Az  |
 PF1074|                                                           dddmmss.s |
 PF1074| PF1076 HIGH                                APPROX. 3.6 KM 2953631.7 |
 PF1074| PF1075 17 SKS A PT                          11.074 METERS 35021     |
 PF1074|---------------------------------------------------------------------|
 PF1074
 PF1074                          SUPERSEDED SURVEY CONTROL
 PF1074
 PF1074  NAD 83(1992)-  44 08 00.90797(N)    070 18 58.84185(W) AD(       ) 2
 PF1074  NAD 83(1986)-  44 08 00.91425(N)    070 18 58.84570(W) AD(       ) 2
 PF1074  NAD 27      -  44 08 00.65286(N)    070 19 00.64422(W) AD(       ) 2
 PF1074  NGVD 29 (07/19/86)  191.02   (m)          626.7    (f) LEVELING    3  
 PF1074
 PF1074.Superseded values are not recommended for survey control.
 PF1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1074.See file dsdata.txt to determine how the superseded data were derived.
 PF1074
 PF1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9470087552(NAD 83)
 PF1074_MARKER: Z = SEE DESCRIPTION
 PF1074_SETTING: 0 = UNSPECIFIED SETTING
 PF1074
 PF1074  HISTORY     - Date     Condition        Report By
 PF1074  HISTORY     - 1977     MONUMENTED       NGS
 PF1074
 PF1074                          STATION DESCRIPTION
 PF1074
 PF1074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLO)
 PF1074'THE STATION IS LOCATED ON SHAW HILL IN CENTER MINOT, 2-1/2
 PF1074'MILES SOUTHWEST OF WEST AUBURN, 3-1/4 MILES NORTH OF
 PF1074'MINOT, 5-1/4 MILES WEST-NORTHWEST OF THE ANDROSCOGGIN RIVER AT
 PF1074'LEWISTON AND AUBURN.
 PF1074'
 PF1074'TO REACH FROM THE POST OFFICE IN MINOT, GO NORTH 200 FEET TO
 PF1074'WHERE THE HIGHWAY MAKES A SHARP TURN TO THE RIGHT. HERE TURN
 PF1074'RIGHT , GO NORTHERLY FOLLOWING STATE HIGHWAY 119 FOR 0.8 MILES
 PF1074'TO A SIDE ROAD RIGHT, CONTINUE STRAIGHT AHEAD FOLLOWING
 PF1074'STATE HIGHWAY 119 FOR 1.15 MILES TO A SIDE ROAD TO THE RIGHT
 PF1074'(SHAW HILL ROAD). TURN RIGHT, GO NORTHEAST FOLLOWING SHAW
 PF1074'HILL ROAD 1.4 MILES TO A T-INTERSECTION (CENTER HILL ROAD).
 PF1074'TURN LEFT AND GO NORTH FOLLOWING CENTER HILL ROAD 0.4 MILES TO
 PF1074'THE CENTER HILL CHURCH ON THE LEFT AND THE STATION MARK ON
 PF1074'THE LEFT.
 PF1074'
 PF1074'THE STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH
 PF1074'MARK DISK STAMPED---17 SKS 1954---. IT IS CEMENTED IN A
 PF1074'DRILL HOLE IN A BOULDER WHICH IS IN A ROCKWALL. THE BOULDER
 PF1074'PROJECTS ABOUT 1 FOOT ABOVE THE GROUND. IT IS 24 FEET
 PF1074'WEST-SOUTHWEST OF POLE NUMBER 26/11/52, 42.5 FEET WEST OF THE
 PF1074'CENTERLINE OF CENTER HILL ROAD AND 70 FEET NORTH OF THE
 PF1074'NORTHEAST OF CENTER HILL CHURCH.
 PF1074'
 PF1074'NO REFERENCE MARKS WERE SET AT THIS TIME.
 PF1074'
 PF1074'STATION HIGH USGS CAN BE USED FOR AZIMUTH MARK.
 PF1074'
 PF1074'THE HEIGHT OF LIGHT ABOVE THE STATION WAS 1.5 METERS.
 PF1074'
 PF1074'DESCRIBED BY BRIAN D. EASTMAN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1325 ***********************************************************************
 PE1325  DESIGNATION -  171
 PE1325  PID         -  PE1325
 PE1325  STATE/COUNTY-  ME/LINCOLN
 PE1325  USGS QUAD   -  DAMARISCOTTA (1979)
 PE1325
 PE1325                         *CURRENT SURVEY CONTROL
 PE1325  ___________________________________________________________________
 PE1325* NAD 83(1986)-  44 01 56.     (N)    069 31 16.     (W)     SCALED    
 PE1325* NAVD 88     -        20.927  (meters)      68.66   (feet)  ADJUSTED  
 PE1325  ___________________________________________________________________
 PE1325  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 PE1325  DYNAMIC HT  -          20.925 (meters)      68.65  (feet)  COMP
 PE1325  MODELED GRAV-     980,521.1   (mgal)                       NAVD 88
 PE1325
 PE1325  VERT ORDER  -  SECOND    CLASS 0
 PE1325
 PE1325.The horizontal coordinates were scaled from a topographic map and have
 PE1325.an estimated accuracy of +/- 6 seconds.
 PE1325
 PE1325.The orthometric height was determined by differential leveling
 PE1325.and adjusted by the National Geodetic Survey in June 1991..
 PE1325
 PE1325.The geoid height was determined by GEOID03.
 PE1325
 PE1325.The dynamic height is computed by dividing the NAVD 88
 PE1325.geopotential number by the normal gravity value computed on the
 PE1325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1325.degrees latitude (g = 980.6199 gals.).
 PE1325
 PE1325.The modeled gravity was interpolated from observed gravity values.
 PE1325
 PE1325;                    North         East    Units  Estimated Accuracy
 PE1325;SPC ME W     -   133,400.      951,750.      MT  (+/- 180 meters Scaled)
 PE1325
 PE1325                          SUPERSEDED SURVEY CONTROL
 PE1325
 PE1325  NGVD 29 (??/??/92)   21.135  (m)           69.34   (f) ADJ UNCH    2 0
 PE1325
 PE1325.Superseded values are not recommended for survey control.
 PE1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1325.See file dsdata.txt to determine how the superseded data were derived.
 PE1325
 PE1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ582755(NAD 83)
 PE1325_MARKER: DB = BENCH MARK DISK
 PE1325_SETTING: 66 = SET IN ROCK OUTCROP
 PE1325_SP_SET: ROCK CUT
 PE1325_STAMPING: 171
 PE1325_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1325+STABILITY: POSITION/ELEVATION WELL
 PE1325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE1325+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2003
 PE1325
 PE1325  HISTORY     - Date     Condition        Report By
 PE1325  HISTORY     - UNK      MONUMENTED       MEGS
 PE1325  HISTORY     - 1963     GOOD             NGS
 PE1325  HISTORY     - 20031124 GOOD             USPSQD
 PE1325  HISTORY     - 20060102 GOOD             USPSQD
 PE1325
 PE1325                          STATION DESCRIPTION
 PE1325
 PE1325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 PE1325'0.7 MI E FROM DAMARISCOTTA.
 PE1325'ABOUT 0.7 MILE EAST ALONG U.S. HIGHWAY 1 (BUSINESS ROUTE) FROM
 PE1325'THE SOUTH END OF THE LARGE BRIDGE OVER THE DAMARISCOTTA RIVER
 PE1325'AT DAMARISCOTTA, AT THE SUMMIT OF A SHORT HILL, ON THE HIGHEST
 PE1325'PART AND NEAR THE CENTER OF A 30-FEET LONG ROCK CUT, 31.2 FEET
 PE1325'NORTH OF THE CENTER LINE OF THE HIGHWAY, 3 1/2 FEET NORTH OF THE
 PE1325'EDGE OF THE CUT, 8 FEET SOUTH OF A METAL WITNESS POST AND 15 FEET
 PE1325'ABOVE THE LEVEL OF THE HIGHWAY.
 PE1325
 PE1325                          STATION RECOVERY (2003)
 PE1325
 PE1325'RECOVERY NOTE BY US POWER SQUADRON 2003 (RDS)
 PE1325'THE MARK IS DEFACED BUT STILL USABLE. THE WITNESS POST IS GONE.
 PE1325
 PE1325                          STATION RECOVERY (2006)
 PE1325
 PE1325'RECOVERY NOTE BY US POWER SQUADRON 2006 (AMW)
 PE1325'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0042 ***********************************************************************
 PE0042  DESIGNATION -  172 USGS
 PE0042  PID         -  PE0042
 PE0042  STATE/COUNTY-  ME/HANCOCK
 PE0042  USGS QUAD   -  ELLSWORTH (1981)
 PE0042
 PE0042                         *CURRENT SURVEY CONTROL
 PE0042  ___________________________________________________________________
 PE0042* NAD 83(1986)-  44 33 28.     (N)    068 22 34.     (W)     SCALED    
 PE0042* NAVD 88     -        52.466  (meters)     172.13   (feet)  ADJUSTED  
 PE0042  ___________________________________________________________________
 PE0042  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 PE0042  DYNAMIC HT  -          52.463 (meters)     172.12  (feet)  COMP
 PE0042  MODELED GRAV-     980,564.7   (mgal)                       NAVD 88
 PE0042
 PE0042  VERT ORDER  -  FIRST     CLASS I
 PE0042
 PE0042.The horizontal coordinates were scaled from a topographic map and have
 PE0042.an estimated accuracy of +/- 6 seconds.
 PE0042
 PE0042.The orthometric height was determined by differential leveling
 PE0042.and adjusted by the National Geodetic Survey in June 1991..
 PE0042
 PE0042.The geoid height was determined by GEOID03.
 PE0042
 PE0042.The dynamic height is computed by dividing the NAVD 88
 PE0042.geopotential number by the normal gravity value computed on the
 PE0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0042.degrees latitude (g = 980.6199 gals.).
 PE0042
 PE0042.The modeled gravity was interpolated from observed gravity values.
 PE0042
 PE0042;                    North         East    Units  Estimated Accuracy
 PE0042;SPC ME E     -    99,010.      309,840.      MT  (+/- 180 meters Scaled)
 PE0042
 PE0042                          SUPERSEDED SURVEY CONTROL
 PE0042
 PE0042  NGVD 29 (??/??/92)   52.656  (m)          172.76   (f) ADJ UNCH    1 1
 PE0042
 PE0042.Superseded values are not recommended for survey control.
 PE0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0042.See file dsdata.txt to determine how the superseded data were derived.
 PE0042
 PE0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK495340(NAD 83)
 PE0042_MARKER: DD = SURVEY DISK
 PE0042_SETTING: 66 = SET IN ROCK OUTCROP
 PE0042_SP_SET: ROCK OUTCROP
 PE0042_STAMPING: 172.775
 PE0042_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0042+STABILITY: POSITION/ELEVATION WELL
 PE0042
 PE0042  HISTORY     - Date     Condition        Report By
 PE0042  HISTORY     - 1908     MONUMENTED       USGS
 PE0042  HISTORY     - 1966     GOOD             NGS
 PE0042  HISTORY     - 1978     GOOD             DMA
 PE0042
 PE0042                          STATION DESCRIPTION
 PE0042
 PE0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0042'0.4 MI NE FROM WASHINGTON JUNCTION.
 PE0042'0.4 MILE NORTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE0042'STATION AT WASHINGTON JUNCTION, ABOUT 0.1 MILE WEST OF MILEPOST
 PE0042'P169/C101, 12 RAILS WEST OF THE JUNCTION OF THE EAST LEG OF
 PE0042'TRACK SOUTHEAST, IN THE TOP OF THE WEST END OF A ROCK THAT THE
 PE0042'EXPOSED PORTION IS ABOUT 2 1/2-BY-5-FOOT AND PROJECTS 1/2 FOOT,
 PE0042'14 FEET SOUTH OF THE SOUTH RAIL, 1 FOOT SOUTH OF THE NORTHWEST
 PE0042'CORNER OF THE ROCK, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE
 PE0042'TRACK.
 PE0042
 PE0042                          STATION RECOVERY (1978)
 PE0042
 PE0042'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PE0042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0445 ***********************************************************************
 QG0445  DESIGNATION -  173
 QG0445  PID         -  QG0445
 QG0445  STATE/COUNTY-  ME/PENOBSCOT
 QG0445  USGS QUAD   -  HOWLAND (1988)
 QG0445
 QG0445                         *CURRENT SURVEY CONTROL
 QG0445  ___________________________________________________________________
 QG0445* NAD 83(1986)-  45 08 27.     (N)    068 43 03.     (W)     SCALED    
 QG0445* NAVD 88     -        52.510  (meters)     172.28   (feet)  ADJUSTED  
 QG0445  ___________________________________________________________________
 QG0445  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 QG0445  DYNAMIC HT  -          52.510 (meters)     172.28  (feet)  COMP
 QG0445  MODELED GRAV-     980,609.8   (mgal)                       NAVD 88
 QG0445
 QG0445  VERT ORDER  -  SECOND    CLASS 0
 QG0445
 QG0445.The horizontal coordinates were scaled from a topographic map and have
 QG0445.an estimated accuracy of +/- 6 seconds.
 QG0445
 QG0445.The orthometric height was determined by differential leveling
 QG0445.and adjusted by the National Geodetic Survey in June 1991..
 QG0445
 QG0445.The geoid height was determined by GEOID03.
 QG0445
 QG0445.The dynamic height is computed by dividing the NAVD 88
 QG0445.geopotential number by the normal gravity value computed on the
 QG0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0445.degrees latitude (g = 980.6199 gals.).
 QG0445
 QG0445.The modeled gravity was interpolated from observed gravity values.
 QG0445
 QG0445;                    North         East    Units  Estimated Accuracy
 QG0445;SPC ME E     -   163,820.      282,900.      MT  (+/- 180 meters Scaled)
 QG0445
 QG0445                          SUPERSEDED SURVEY CONTROL
 QG0445
 QG0445  NGVD 29 (??/??/92)   52.716  (m)          172.95   (f) ADJ UNCH    2 0
 QG0445
 QG0445.Superseded values are not recommended for survey control.
 QG0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0445.See file dsdata.txt to determine how the superseded data were derived.
 QG0445
 QG0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK222986(NAD 83)
 QG0445_MARKER: DD = SURVEY DISK
 QG0445_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 QG0445_SP_SET: UNSPECIFIED ROCK
 QG0445_STAMPING: 173 48 FAD 1958
 QG0445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG0445
 QG0445  HISTORY     - Date     Condition        Report By
 QG0445  HISTORY     - 1958     MONUMENTED       USGS
 QG0445  HISTORY     - 1959     GOOD             NGS
 QG0445
 QG0445                          STATION DESCRIPTION
 QG0445
 QG0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QG0445'24.4 MI NW FROM OLD TOWN.
 QG0445'2.95 MILES NORTHWEST ALONG STATE HIGHWAY 43 FROM ITS JUNCTION
 QG0445'WITH U.S. HIGHWAY 2 AT OLD TOWN, THENCE 2.25 MILES NORTH ALONG
 QG0445'STATE HIGHWAY 16, THENCE 12.45 MILES NORTH ALONG STATE HIGHWAY
 QG0445'116, THENCE 6.7 MILES WEST ALONG TREE FARM ROAD, ABOUT 0.2 MILE
 QG0445'NORTHWEST OF A ABANDONED LOGGING CAMP, AT JUNCTION OF WOODS
 QG0445'ROAD LEADING SOUTHWEST, ALONG THE SOUTHWEST BANK OF A CREEK, ON
 QG0445'TOP OF A 3 BY 3 FOOT ROCK, 90 FEET SOUTHWEST OF CENTERLINE OF MAIN
 QG0445'ROAD, 19.4 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF BRIDGE
 QG0445'OVER CREEK, 2 FEET ABOVE CREEK BED, 3 FEET BELOW THE LEVEL OF
 QG0445'BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0120 ***********************************************************************
 PE0120  DESIGNATION -  176
 PE0120  PID         -  PE0120
 PE0120  STATE/COUNTY-  ME/HANCOCK
 PE0120  USGS QUAD   -  EASTBROOK (1981)
 PE0120
 PE0120                         *CURRENT SURVEY CONTROL
 PE0120  ___________________________________________________________________
 PE0120* NAD 83(1986)-  44 41 54.     (N)    068 20 34.     (W)     SCALED    
 PE0120* NAVD 88     -        53.471  (meters)     175.43   (feet)  ADJUSTED  
 PE0120  ___________________________________________________________________
 PE0120  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 PE0120  DYNAMIC HT  -          53.468 (meters)     175.42  (feet)  COMP
 PE0120  MODELED GRAV-     980,567.0   (mgal)                       NAVD 88
 PE0120
 PE0120  VERT ORDER  -  SECOND    CLASS 0
 PE0120
 PE0120.The horizontal coordinates were scaled from a topographic map and have
 PE0120.an estimated accuracy of +/- 6 seconds.
 PE0120
 PE0120.The orthometric height was determined by differential leveling
 PE0120.and adjusted by the National Geodetic Survey in June 1991..
 PE0120
 PE0120.The geoid height was determined by GEOID03.
 PE0120
 PE0120.The dynamic height is computed by dividing the NAVD 88
 PE0120.geopotential number by the normal gravity value computed on the
 PE0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0120.degrees latitude (g = 980.6199 gals.).
 PE0120
 PE0120.The modeled gravity was interpolated from observed gravity values.
 PE0120
 PE0120;                    North         East    Units  Estimated Accuracy
 PE0120;SPC ME E     -   114,640.      312,460.      MT  (+/- 180 meters Scaled)
 PE0120
 PE0120                          SUPERSEDED SURVEY CONTROL
 PE0120
 PE0120  NGVD 29 (??/??/92)   53.671  (m)          176.09   (f) ADJ UNCH    2 0
 PE0120
 PE0120.Superseded values are not recommended for survey control.
 PE0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0120.See file dsdata.txt to determine how the superseded data were derived.
 PE0120
 PE0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK520496(NAD 83)
 PE0120_MARKER: DD = SURVEY DISK
 PE0120_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE0120_SP_SET: BOULDER
 PE0120_STAMPING: 176 ME
 PE0120_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE0120
 PE0120  HISTORY     - Date     Condition        Report By
 PE0120  HISTORY     - UNK      MONUMENTED       USGS
 PE0120  HISTORY     - 1953     GOOD             NGS
 PE0120
 PE0120                          STATION DESCRIPTION
 PE0120
 PE0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 PE0120'1 MI S FROM WALTHAM.
 PE0120'0.95 MILE SOUTH ALONG STATE HIGHWAY 179 FROM THE TOWN HALL AT
 PE0120'WALTHAM, ABOUT 90 YARDS NORTHEAST OF JUNCTION OF STATE HIGHWAY
 PE0120'200, 22 FEET EAST-SOUTHEAST OF CENTER LINE OF HIGHWAY 179, 53
 PE0120'FEET SOUTH OF THE THIRD TELEPHONE POLE NORTHEAST OF JUNCTION,
 PE0120'IN THE TOP AND ABOUT 2 FEET SOUTHEAST OF NORTHWEST EDGE OF A
 PE0120'ROUND BOULDER ABOUT 6 FEET IN DIAMETER AND PROJECTING ABOUT 4
 PE0120'FEET AND ABOUT 4 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0012 ***********************************************************************
 OC0012  DESIGNATION -  18 C OF P
 OC0012  PID         -  OC0012
 OC0012  STATE/COUNTY-  ME/CUMBERLAND
 OC0012  USGS QUAD   -  PORTLAND WEST (1978)
 OC0012
 OC0012                         *CURRENT SURVEY CONTROL
 OC0012  ___________________________________________________________________
 OC0012* NAD 83(1986)-  43 39 35.     (N)    070 15 31.     (W)     SCALED    
 OC0012* NAVD 88     -        17.190  (meters)      56.40   (feet)  ADJUSTED  
 OC0012  ___________________________________________________________________
 OC0012  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 OC0012  DYNAMIC HT  -          17.188 (meters)      56.39  (feet)  COMP
 OC0012  MODELED GRAV-     980,501.0   (mgal)                       NAVD 88
 OC0012
 OC0012  VERT ORDER  -  FIRST     CLASS I
 OC0012
 OC0012.The horizontal coordinates were scaled from a topographic map and have
 OC0012.an estimated accuracy of +/- 6 seconds.
 OC0012
 OC0012.The orthometric height was determined by differential leveling
 OC0012.and adjusted by the National Geodetic Survey in June 1991..
 OC0012
 OC0012.The geoid height was determined by GEOID03.
 OC0012
 OC0012.The dynamic height is computed by dividing the NAVD 88
 OC0012.geopotential number by the normal gravity value computed on the
 OC0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0012.degrees latitude (g = 980.6199 gals.).
 OC0012
 OC0012.The modeled gravity was interpolated from observed gravity values.
 OC0012
 OC0012;                    North         East    Units  Estimated Accuracy
 OC0012;SPC ME W     -    91,810.      892,580.      MT  (+/- 180 meters Scaled)
 OC0012
 OC0012                          SUPERSEDED SURVEY CONTROL
 OC0012
 OC0012  NGVD 29 (??/??/92)   17.407  (m)           57.11   (f) ADJ UNCH    1 1
 OC0012
 OC0012.Superseded values are not recommended for survey control.
 OC0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0012.See file dsdata.txt to determine how the superseded data were derived.
 OC0012
 OC0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ985348(NAD 83)
 OC0012_MARKER: B = BOLT
 OC0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC0012_SP_SET: GRANITE POST
 OC0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC0012+STABILITY: SURFACE MOTION
 OC0012
 OC0012  HISTORY     - Date     Condition        Report By
 OC0012  HISTORY     - UNK      MONUMENTED       ME6400
 OC0012  HISTORY     - 1966     GOOD             NGS
 OC0012  HISTORY     - 1989     GOOD             USPSQD
 OC0012  HISTORY     - 19910212 MARK NOT FOUND   USPSQD
 OC0012
 OC0012                          STATION DESCRIPTION
 OC0012
 OC0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 OC0012'AT PORTLAND.
 OC0012'AT PORTLAND, ONE BLOCK NORTH ALONG CHESTNUT STREET FROM THE
 OC0012'PORTLAND CITY HALL, NEAR THE INTERSECTION OF CHESTNUT STREET
 OC0012'AND CUMBERLAND AVENUE, 9.5 FEET SOUTH OF THE SOUTH CURB OF
 OC0012'THE AVENUE, 7.0 FEET WEST OF THE WEST CURB OF THE STREET, ABOUT
 OC0012'LEVEL WITH THE SIDEWALK AND SET IN THE TOP OF A GRANITE POST
 OC0012'FLUSH.
 OC0012
 OC0012                          STATION RECOVERY (1989)
 OC0012
 OC0012'RECOVERY NOTE BY US POWER SQUADRON 1989 (SMW)
 OC0012'RECOVERED IN GOOD CONDITION.
 OC0012
 OC0012                          STATION RECOVERY (1991)
 OC0012
 OC0012'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OC0012'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0656 ***********************************************************************
 RF0656  DESIGNATION -  18 JHS
 RF0656  PID         -  RF0656
 RF0656  STATE/COUNTY-  ME/AROOSTOOK
 RF0656  USGS QUAD   -  SEVEN ISLANDS (1986)
 RF0656
 RF0656                         *CURRENT SURVEY CONTROL
 RF0656  ___________________________________________________________________
 RF0656* NAD 83(1986)-  46 48 32.     (N)    069 30 19.     (W)     SCALED    
 RF0656* NAVD 88     -       339.355  (meters)    1113.37   (feet)  ADJUSTED  
 RF0656  ___________________________________________________________________
 RF0656  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 RF0656  DYNAMIC HT  -         339.378 (meters)    1113.44  (feet)  COMP
 RF0656  MODELED GRAV-     980,670.4   (mgal)                       NAVD 88
 RF0656
 RF0656  VERT ORDER  -  SECOND    CLASS II
 RF0656
 RF0656.The horizontal coordinates were scaled from a topographic map and have
 RF0656.an estimated accuracy of +/- 6 seconds.
 RF0656
 RF0656.The orthometric height was determined by differential leveling
 RF0656.and adjusted by the National Geodetic Survey in June 1991..
 RF0656
 RF0656.The geoid height was determined by GEOID03.
 RF0656
 RF0656.The dynamic height is computed by dividing the NAVD 88
 RF0656.geopotential number by the normal gravity value computed on the
 RF0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0656.degrees latitude (g = 980.6199 gals.).
 RF0656
 RF0656.The modeled gravity was interpolated from observed gravity values.
 RF0656
 RF0656;                    North         East    Units  Estimated Accuracy
 RF0656;SPC ME E     -   349,670.      223,280.      MT  (+/- 180 meters Scaled)
 RF0656
 RF0656                          SUPERSEDED SURVEY CONTROL
 RF0656
 RF0656.No superseded survey control is available for this station.
 RF0656
 RF0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM614840(NAD 83)
 RF0656_MARKER: DD = SURVEY DISK
 RF0656_SETTING: 66 = SET IN ROCK OUTCROP
 RF0656_SP_SET: ROCK OUTCROP
 RF0656_STAMPING: 18 JHS 1984
 RF0656_MARK LOGO: USGS  
 RF0656_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0656+STABILITY: POSITION/ELEVATION WELL
 RF0656
 RF0656  HISTORY     - Date     Condition        Report By
 RF0656  HISTORY     - 1984     MONUMENTED       USGS-M
 RF0656
 RF0656                          STATION DESCRIPTION
 RF0656
 RF0656'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1984
 RF0656'13.8 MI NORTH FROM CLAYTON LAKE.
 RF0656'CLAYTON LAKE POST OFFICE, 0.8 MI (1.3 KM) NW. OF THENCE 18.6 MI
 RF0656'(29.9 KM) N. ALONG MAIN TRAVELED RD. TO JCT. WITH E.-W. RD. AND BM 17
 RF0656'JHS 1984 THENCE 0.8 MI (2.1 KM) E., 3.1 MI (5 KM) SE. OF BRIDGE OVER
 RF0656'THE ST JOHN RIVER, 2.3 MI (3.7 KM) S. AND 1.8 MI (2.9 KM) W. OF NE.
 RF0656'COR. OF T. 13, R. 14, WELS, 37 FT (11.3 M) S., 88 FT (26.8 M) E. AND
 RF0656'5.5 FT (1.7 M) HIGHER THAN RD. AT CURVE FROM E. TO NE., 6 FT (1.8 M)
 RF0656'S. OF WITNESS POST, IN TOP OF A 5 FT (1.5 M) BY 4 FT (1.2 M) ROCK
 RF0656'PROJECTING 1 FT (0.30 M) ABOVE GROUND LEVEL.
 RF0656'THE MARK IS 5.5 FT ABOVE THE ROAD AT CURVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0617 ***********************************************************************
 RF0617  DESIGNATION -  18 JHS USGS
 RF0617  PID         -  RF0617
 RF0617  STATE/COUNTY-  ME/AROOSTOOK
 RF0617  USGS QUAD   -  BIG BROOK LAKE (1986)
 RF0617
 RF0617                         *CURRENT SURVEY CONTROL
 RF0617  ___________________________________________________________________
 RF0617* NAD 83(1986)-  46 49 15.     (N)    069 00 11.     (W)     SCALED    
 RF0617* NAVD 88     -       367.566  (meters)    1205.92   (feet)  ADJUSTED  
 RF0617  ___________________________________________________________________
 RF0617  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 RF0617  DYNAMIC HT  -         367.587 (meters)    1205.99  (feet)  COMP
 RF0617  MODELED GRAV-     980,658.8   (mgal)                       NAVD 88
 RF0617
 RF0617  VERT ORDER  -  SECOND    CLASS II
 RF0617
 RF0617.The horizontal coordinates were scaled from a topographic map and have
 RF0617.an estimated accuracy of +/- 6 seconds.
 RF0617
 RF0617.The orthometric height was determined by differential leveling
 RF0617.and adjusted by the National Geodetic Survey in June 1991..
 RF0617
 RF0617.The geoid height was determined by GEOID03.
 RF0617
 RF0617.The dynamic height is computed by dividing the NAVD 88
 RF0617.geopotential number by the normal gravity value computed on the
 RF0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0617.degrees latitude (g = 980.6199 gals.).
 RF0617
 RF0617.The modeled gravity was interpolated from observed gravity values.
 RF0617
 RF0617;                    North         East    Units  Estimated Accuracy
 RF0617;SPC ME E     -   350,630.      261,620.      MT  (+/- 180 meters Scaled)
 RF0617
 RF0617                          SUPERSEDED SURVEY CONTROL
 RF0617
 RF0617.No superseded survey control is available for this station.
 RF0617
 RF0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM997852(NAD 83)
 RF0617_MARKER: DB = BENCH MARK DISK
 RF0617_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RF0617_SP_SET: COPPER-CLAD STEEL ROD
 RF0617_STAMPING: 18 JHS 1983
 RF0617_MARK LOGO: USGS  
 RF0617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0617
 RF0617  HISTORY     - Date     Condition        Report By
 RF0617  HISTORY     - 1983     MONUMENTED       USGS-M
 RF0617
 RF0617                          STATION DESCRIPTION
 RF0617
 RF0617'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1983
 RF0617'30.4 MI WNW FROM PORTAGE.
 RF0617'25.4 MI (40.9 KM) NORTHWEST OF PORTAGE ALONG MAIN TRAVELED FISH RIVER
 RF0617'LAKE ROAD TO JUNCTION OF SIDE ROAD TO THE LEFT LOCATED IN NW 1/4, T.
 RF0617'13 R. 9 WELS., THENCE ABOUT 5 MI (8.04 KM) WEST,
 RF0617'14 MI (22.5 KM) NORTH AND 29 MI (46.7 KM) WEST
 RF0617'(AIRLINE) OF ASHLAND, 0.7 MI (1.1 KM) WEST-SOUTHWEST ALONG ROAD FROM
 RF0617'WOOD BRIDGE OVER BIG BROOK, 1 MI (1.6 KM) SOUTH AND 2.7 MI (4.3 KM)
 RF0617'WEST OF NORTHEAST CORNER T. 13 R.  10 WELS., 26 FT (7.9 M) NORTHWEST
 RF0617'OF ROAD, AT SHARP CURVE FROM WEST TO SOUTH, 210 FT (64 M) NORTH OF
 RF0617'WOOD BRIDGE OVER SMALL STREAM, 7 FT (2.1 M) SOUTHWEST OF 9-INCH BIRCH
 RF0617'TREE, 3 FT (0.9 M) SOUTHWEST OF WITNESS POST, ABOUT LEVEL WITH THE
 RF0617'ROAD, A STANDARD ROD SUPPORTED TABLET CENTERED IN A WHITE PLASTIC PIPE
 RF0617'PROJECTING 0.2 FT (0.06 M) AND STAMPED 18 JHS 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0243 ***********************************************************************
 OB0243  DESIGNATION -  18 M 68
 OB0243  PID         -  OB0243
 OB0243  STATE/COUNTY-  ME/CUMBERLAND
 OB0243  USGS QUAD   -  ORRS ISLAND (1997)
 OB0243
 OB0243                         *CURRENT SURVEY CONTROL
 OB0243  ___________________________________________________________________
 OB0243* NAD 83(1986)-  43 46 24.     (N)    069 57 53.     (W)     SCALED    
 OB0243* NAVD 88     -        20.611  (meters)      67.62   (feet)  ADJUSTED  
 OB0243  ___________________________________________________________________
 OB0243  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 OB0243  DYNAMIC HT  -          20.609 (meters)      67.61  (feet)  COMP
 OB0243  MODELED GRAV-     980,520.3   (mgal)                       NAVD 88
 OB0243
 OB0243  VERT ORDER  -  SECOND    CLASS 0
 OB0243
 OB0243.The horizontal coordinates were scaled from a topographic map and have
 OB0243.an estimated accuracy of +/- 6 seconds.
 OB0243
 OB0243.The orthometric height was determined by differential leveling
 OB0243.and adjusted by the National Geodetic Survey in June 1991..
 OB0243
 OB0243.The geoid height was determined by GEOID03.
 OB0243
 OB0243.The dynamic height is computed by dividing the NAVD 88
 OB0243.geopotential number by the normal gravity value computed on the
 OB0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0243.degrees latitude (g = 980.6199 gals.).
 OB0243
 OB0243.The modeled gravity was interpolated from observed gravity values.
 OB0243
 OB0243;                    North         East    Units  Estimated Accuracy
 OB0243;SPC ME W     -   104,450.      916,260.      MT  (+/- 180 meters Scaled)
 OB0243
 OB0243                          SUPERSEDED SURVEY CONTROL
 OB0243
 OB0243  NGVD 29 (??/??/92)   20.808  (m)           68.27   (f) ADJ UNCH    2 0
 OB0243
 OB0243.Superseded values are not recommended for survey control.
 OB0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0243.See file dsdata.txt to determine how the superseded data were derived.
 OB0243
 OB0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ223471(NAD 83)
 OB0243_MARKER: DD = SURVEY DISK
 OB0243_SETTING: 66 = SET IN ROCK OUTCROP
 OB0243_SP_SET: BEDROCK
 OB0243_STAMPING: 18 M 1941 68
 OB0243_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0243+STABILITY: POSITION/ELEVATION WELL
 OB0243
 OB0243  HISTORY     - Date     Condition        Report By
 OB0243  HISTORY     - 1941     MONUMENTED       USGS
 OB0243  HISTORY     - 1943     GOOD             NGS
 OB0243
 OB0243                          STATION DESCRIPTION
 OB0243
 OB0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 OB0243'1.1 MI NE FROM ORRS ISLAND.
 OB0243'1.1 MILES NORTHEAST ALONG STATE HIGHWAY 24 FROM THE POST OFFICE AT
 OB0243'ORRS ISLAND, CUMBERLAND COUNTY, 240 FEET EAST OF THE JUNCTION OF A
 OB0243'ROAD LEADING NORTH, AT THE JUNCTION OF A PRIVATE ROAD LEADING SOUTH
 OB0243'THROUGH A STONE GATEWAY, 82 FEET EAST OF THE CENTER LINE OF THE ROAD,
 OB0243'21.4 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 44 FEET WEST OF POLE
 OB0243'489, IN BEDROCK, AND LEVEL WITH THE HIGHWAY.  A UNITED STATES
 OB0243'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 18 M 1941 68.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0139 ***********************************************************************
 PE0139  DESIGNATION -  181
 PE0139  PID         -  PE0139
 PE0139  STATE/COUNTY-  ME/HANCOCK
 PE0139  USGS QUAD   -  BEECH HILL POND (1981)
 PE0139
 PE0139                         *CURRENT SURVEY CONTROL
 PE0139  ___________________________________________________________________
 PE0139* NAD 83(1986)-  44 37 46.     (N)    068 26 07.     (W)     SCALED    
 PE0139* NAVD 88     -        55.103  (meters)     180.78   (feet)  ADJUSTED  
 PE0139  ___________________________________________________________________
 PE0139  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 PE0139  DYNAMIC HT  -          55.100 (meters)     180.77  (feet)  COMP
 PE0139  MODELED GRAV-     980,561.4   (mgal)                       NAVD 88
 PE0139
 PE0139  VERT ORDER  -  SECOND    CLASS 0
 PE0139
 PE0139.The horizontal coordinates were scaled from a topographic map and have
 PE0139.an estimated accuracy of +/- 6 seconds.
 PE0139
 PE0139.The orthometric height was determined by differential leveling
 PE0139.and adjusted by the National Geodetic Survey in June 1991..
 PE0139
 PE0139.The geoid height was determined by GEOID03.
 PE0139
 PE0139.The dynamic height is computed by dividing the NAVD 88
 PE0139.geopotential number by the normal gravity value computed on the
 PE0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0139.degrees latitude (g = 980.6199 gals.).
 PE0139
 PE0139.The modeled gravity was interpolated from observed gravity values.
 PE0139
 PE0139;                    North         East    Units  Estimated Accuracy
 PE0139;SPC ME E     -   106,970.      305,140.      MT  (+/- 180 meters Scaled)
 PE0139
 PE0139                          SUPERSEDED SURVEY CONTROL
 PE0139
 PE0139  NGVD 29 (??/??/92)   55.292  (m)          181.40   (f) ADJ UNCH    2 0
 PE0139
 PE0139.Superseded values are not recommended for survey control.
 PE0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0139.See file dsdata.txt to determine how the superseded data were derived.
 PE0139
 PE0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK447419(NAD 83)
 PE0139_MARKER: DD = SURVEY DISK
 PE0139_SETTING: 66 = SET IN ROCK OUTCROP
 PE0139_SP_SET: ROCK OUTCROP
 PE0139_STAMPING: 181 ME
 PE0139_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0139+STABILITY: POSITION/ELEVATION WELL
 PE0139
 PE0139  HISTORY     - Date     Condition        Report By
 PE0139  HISTORY     - 1908     MONUMENTED       USGS
 PE0139  HISTORY     - 1953     GOOD             NGS
 PE0139
 PE0139                          STATION DESCRIPTION
 PE0139
 PE0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 PE0139'6.6 MI S FROM OTIS.
 PE0139'6.65 MILES SOUTH ALONG STATE HIGHWAY 180 FROM THE CROSSROADS
 PE0139'AT OTIS, ABOUT 5.4 MILES NORTH OF THE JUNCTION OF U.S. HIGHWAY 1
 PE0139'AT ELLSWORTH FALLS, ABOUT 0.3 MILE NORTH OF A BRIDGE OVER LAKE
 PE0139'GREEN OUTLET, ABOUT 80 YARDS SOUTH OF A CURVE IN ROAD WITH TANGENTS
 PE0139'EXTENDING SOUTH AND NORTHEAST AND THE CENTER OF JUNCTION OF A
 PE0139'GRAVEL ROAD LEADING NORTH, 47 FEET WEST OF CENTER LINE OF HIGHWAY,
 PE0139'IN THE TOP OF A ROCK OUTCROP WITH ABOUT 40 BY 20 FEET EXPOSED
 PE0139'SURFACE, 70 FEET NORTHWEST OF TELEPHONE POLE NO. 203, 8 FEET
 PE0139'WEST OF EAST EDGE OF OUTCROP, 18 FEET SOUTH OF NORTH EDGE OF
 PE0139'OUTCROP AND ABOUT 3 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0280 ***********************************************************************
 QG0280  DESIGNATION -  185
 QG0280  PID         -  QG0280
 QG0280  STATE/COUNTY-  ME/PENOBSCOT
 QG0280  USGS QUAD   -  PASSADUMKEAG (1988)
 QG0280
 QG0280                         *CURRENT SURVEY CONTROL
 QG0280  ___________________________________________________________________
 QG0280* NAD 83(1986)-  45 13 15.     (N)    068 36 04.     (W)     SCALED    
 QG0280* NAVD 88     -        56.782  (meters)     186.29   (feet)  ADJUSTED  
 QG0280  ___________________________________________________________________
 QG0280  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 QG0280  DYNAMIC HT  -          56.781 (meters)     186.29  (feet)  COMP
 QG0280  MODELED GRAV-     980,611.5   (mgal)                       NAVD 88
 QG0280
 QG0280  VERT ORDER  -  SECOND    CLASS 0
 QG0280
 QG0280.The horizontal coordinates were scaled from a topographic map and have
 QG0280.an estimated accuracy of +/- 6 seconds.
 QG0280
 QG0280.The orthometric height was determined by differential leveling
 QG0280.and adjusted by the National Geodetic Survey in June 1991..
 QG0280
 QG0280.The geoid height was determined by GEOID03.
 QG0280
 QG0280.The dynamic height is computed by dividing the NAVD 88
 QG0280.geopotential number by the normal gravity value computed on the
 QG0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0280.degrees latitude (g = 980.6199 gals.).
 QG0280
 QG0280.The modeled gravity was interpolated from observed gravity values.
 QG0280
 QG0280;                    North         East    Units  Estimated Accuracy
 QG0280;SPC ME E     -   172,690.      292,060.      MT  (+/- 180 meters Scaled)
 QG0280
 QG0280                          SUPERSEDED SURVEY CONTROL
 QG0280
 QG0280  NGVD 29 (??/??/92)   56.988  (m)          186.97   (f) ADJ UNCH    2 0
 QG0280
 QG0280.Superseded values are not recommended for survey control.
 QG0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0280.See file dsdata.txt to determine how the superseded data were derived.
 QG0280
 QG0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL313075(NAD 83)
 QG0280_MARKER: DD = SURVEY DISK
 QG0280_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QG0280_SP_SET: MILEPOST
 QG0280_STAMPING: 185
 QG0280_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG0280
 QG0280  HISTORY     - Date     Condition        Report By
 QG0280  HISTORY     - UNK      MONUMENTED       USGS
 QG0280  HISTORY     - 1935     GOOD             NGS
 QG0280
 QG0280                          STATION DESCRIPTION
 QG0280
 QG0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QG0280'1.9 MI S FROM ENFIELD.
 QG0280'1.9 MILES SOUTH ALONG THE MAINE CENTRAL RAILROAD FROM THE
 QG0280'STATION AT ENFIELD, IN THE NORTH FACE OF MILEPOST V 81-P 170, AND
 QG0280'ABOUT 2 1/2 FEET ABOVE GROUNDS.  A UNITED STATES GEOLOGICAL
 QG0280'SURVEY STANDARD DISK, STAMPED 185 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0967 ***********************************************************************
 PE0967  DESIGNATION -  188
 PE0967  PID         -  PE0967
 PE0967  STATE/COUNTY-  ME/KNOX
 PE0967  USGS QUAD   -  SEARSMONT (1988)
 PE0967
 PE0967                         *CURRENT SURVEY CONTROL
 PE0967  ___________________________________________________________________
 PE0967* NAD 83(1986)-  44 18 15.     (N)    069 12 33.     (W)     SCALED    
 PE0967* NAVD 88     -        57.015  (meters)     187.06   (feet)  ADJUSTED  
 PE0967  ___________________________________________________________________
 PE0967  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 PE0967  DYNAMIC HT  -          57.011 (meters)     187.04  (feet)  COMP
 PE0967  MODELED GRAV-     980,534.7   (mgal)                       NAVD 88
 PE0967
 PE0967  VERT ORDER  -  SECOND    CLASS 0
 PE0967
 PE0967.The horizontal coordinates were scaled from a topographic map and have
 PE0967.an estimated accuracy of +/- 6 seconds.
 PE0967
 PE0967.The orthometric height was determined by differential leveling
 PE0967.and adjusted by the National Geodetic Survey in June 1991..
 PE0967
 PE0967.The geoid height was determined by GEOID03.
 PE0967
 PE0967.The dynamic height is computed by dividing the NAVD 88
 PE0967.geopotential number by the normal gravity value computed on the
 PE0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0967.degrees latitude (g = 980.6199 gals.).
 PE0967
 PE0967.The modeled gravity was interpolated from observed gravity values.
 PE0967
 PE0967;                    North         East    Units  Estimated Accuracy
 PE0967;SPC ME E     -    71,070.      243,420.      MT  (+/- 180 meters Scaled)
 PE0967
 PE0967                          SUPERSEDED SURVEY CONTROL
 PE0967
 PE0967  NGVD 29 (??/??/92)   57.229  (m)          187.76   (f) ADJ UNCH    2 0
 PE0967
 PE0967.Superseded values are not recommended for survey control.
 PE0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0967.See file dsdata.txt to determine how the superseded data were derived.
 PE0967
 PE0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK833056(NAD 83)
 PE0967_MARKER: DD = SURVEY DISK
 PE0967_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE0967_SP_SET: CULVERT
 PE0967_STAMPING: MAINE 188 FT
 PE0967_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE0967
 PE0967  HISTORY     - Date     Condition        Report By
 PE0967  HISTORY     - UNK      MONUMENTED       USGS
 PE0967  HISTORY     - 1935     GOOD             NGS
 PE0967
 PE0967                          STATION DESCRIPTION
 PE0967
 PE0967'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PE0967'0.4 MI S FROM NORTH APPLETON.
 PE0967'0.4 MILE SOUTH ALONG STATE HIGHWAY 131 FROM NORTH APPLETON,
 PE0967'KNOX COUNTY, AT TOMPSON CORNER, 42 FEET EAST OF THE CENTERLINE
 PE0967'OF STATE HIGHWAY 105, 20 FEET SOUTH OF THE CENTER OF A ROAD
 PE0967'CROSSING, IN THE TOP OF THE NORTHEAST END OF A STONE CULVERT,
 PE0967'AND LEVEL WITH THE GROUND.  A UNITED STATES GEOLOGICAL SURVEY
 PE0967'STANDARD DISK, STAMPED MAINE 188 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0430 ***********************************************************************
 QG0430  DESIGNATION -  189
 QG0430  PID         -  QG0430
 QG0430  STATE/COUNTY-  ME/PENOBSCOT
 QG0430  USGS QUAD   -  HOWLAND (1988)
 QG0430
 QG0430                         *CURRENT SURVEY CONTROL
 QG0430  ___________________________________________________________________
 QG0430* NAD 83(1986)-  45 09 04.     (N)    068 39 40.     (W)     SCALED    
 QG0430* NAVD 88     -        57.545  (meters)     188.80   (feet)  ADJUSTED  
 QG0430  ___________________________________________________________________
 QG0430  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 QG0430  DYNAMIC HT  -          57.545 (meters)     188.80  (feet)  COMP
 QG0430  MODELED GRAV-     980,615.0   (mgal)                       NAVD 88
 QG0430
 QG0430  VERT ORDER  -  SECOND    CLASS 0
 QG0430
 QG0430.The horizontal coordinates were scaled from a topographic map and have
 QG0430.an estimated accuracy of +/- 6 seconds.
 QG0430
 QG0430.The orthometric height was determined by differential leveling
 QG0430.and adjusted by the National Geodetic Survey in June 1991..
 QG0430
 QG0430.The geoid height was determined by GEOID03.
 QG0430
 QG0430.The dynamic height is computed by dividing the NAVD 88
 QG0430.geopotential number by the normal gravity value computed on the
 QG0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0430.degrees latitude (g = 980.6199 gals.).
 QG0430
 QG0430.The modeled gravity was interpolated from observed gravity values.
 QG0430
 QG0430;                    North         East    Units  Estimated Accuracy
 QG0430;SPC ME E     -   164,950.      287,330.      MT  (+/- 180 meters Scaled)
 QG0430
 QG0430                          SUPERSEDED SURVEY CONTROL
 QG0430
 QG0430  NGVD 29 (??/??/92)   57.751  (m)          189.47   (f) ADJ UNCH    2 0
 QG0430
 QG0430.Superseded values are not recommended for survey control.
 QG0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0430.See file dsdata.txt to determine how the superseded data were derived.
 QG0430
 QG0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK266997(NAD 83)
 QG0430_MARKER: DD = SURVEY DISK
 QG0430_SETTING: 80 = SET IN A BOULDER
 QG0430_SP_SET: BOULDER
 QG0430_STAMPING: 189 1958 46 FAD
 QG0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0430+STABILITY: SURFACE MOTION
 QG0430
 QG0430  HISTORY     - Date     Condition        Report By
 QG0430  HISTORY     - 1958     MONUMENTED       USGS
 QG0430  HISTORY     - 1958     GOOD             NGS
 QG0430  HISTORY     - 1981     MARK NOT FOUND   USGS
 QG0430
 QG0430                          STATION DESCRIPTION
 QG0430
 QG0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QG0430'20.1 MI N FROM OLD TOWN.
 QG0430'2.95 MILES NORTHWEST ALONG STATE HIGHWAY 43 FROM ITS JUNCTION
 QG0430'WITH U.S. HIGHWAY 2 AT OLD TOWN, THENCE 2.25 MILES NORTH ALONG
 QG0430'STATE HIGHWAY 16, THENCE 12.45 MILES NORTH ALONG STATE HIGHWAY
 QG0430'116, THENCE 2.45 MILES WEST ALONG TREE FARM ROAD, 19 FEET
 QG0430'EAST OF THE CENTER LINE OF THE ROAD, 20 FEET SOUTH OF A 24-INCH
 QG0430'TRIANGULAR BLAZED PINE TREE, 25 FEET NORTH OF AN 18-INCH TRIANGULAR
 QG0430'BLAZED PINE TREE, SET IN THE TOP OF A 4-FOOT BY 5-FOOT PROJECTING
 QG0430'ABOUT 2 FEET, ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
 QG0430
 QG0430                          STATION RECOVERY (1981)
 QG0430
 QG0430'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 QG0430'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0443 ***********************************************************************
 PD0443  DESIGNATION -  19
 PD0443  PID         -  PD0443
 PD0443  STATE/COUNTY-  ME/WASHINGTON
 PD0443  USGS QUAD   -  JONESPORT (1977)
 PD0443
 PD0443                         *CURRENT SURVEY CONTROL
 PD0443  ___________________________________________________________________
 PD0443* NAD 83(1986)-  44 31 59.     (N)    067 35 53.     (W)     SCALED    
 PD0443* NAVD 88     -         5.469  (meters)      17.94   (feet)  ADJUSTED  
 PD0443  ___________________________________________________________________
 PD0443  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 PD0443  DYNAMIC HT  -           5.469 (meters)      17.94  (feet)  COMP
 PD0443  MODELED GRAV-     980,590.3   (mgal)                       NAVD 88
 PD0443
 PD0443  VERT ORDER  -  SECOND    CLASS 0
 PD0443
 PD0443.The horizontal coordinates were scaled from a topographic map and have
 PD0443.an estimated accuracy of +/- 6 seconds.
 PD0443
 PD0443.The orthometric height was determined by differential leveling
 PD0443.and adjusted by the National Geodetic Survey in June 1991..
 PD0443
 PD0443.The geoid height was determined by GEOID03.
 PD0443
 PD0443.The dynamic height is computed by dividing the NAVD 88
 PD0443.geopotential number by the normal gravity value computed on the
 PD0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0443.degrees latitude (g = 980.6199 gals.).
 PD0443
 PD0443.The modeled gravity was interpolated from observed gravity values.
 PD0443
 PD0443;                    North         East    Units  Estimated Accuracy
 PD0443;SPC ME E     -    96,650.      371,680.      MT  (+/- 180 meters Scaled)
 PD0443
 PD0443                          SUPERSEDED SURVEY CONTROL
 PD0443
 PD0443  NGVD 29 (??/??/92)    5.681  (m)           18.64   (f) ADJ UNCH    2 0
 PD0443
 PD0443.Superseded values are not recommended for survey control.
 PD0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0443.See file dsdata.txt to determine how the superseded data were derived.
 PD0443
 PD0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK113320(NAD 83)
 PD0443_MARKER: DD = SURVEY DISK
 PD0443_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PD0443_SP_SET: BRIDGE
 PD0443_STAMPING: 19
 PD0443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PD0443
 PD0443  HISTORY     - Date     Condition        Report By
 PD0443  HISTORY     - UNK      MONUMENTED       USGS
 PD0443  HISTORY     - 1962     GOOD             NGS
 PD0443  HISTORY     - 1976     GOOD             LOCSUR
 PD0443
 PD0443                          STATION DESCRIPTION
 PD0443
 PD0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PD0443'0.2 MI NE FROM JONESPORT.
 PD0443'0.2 MILE NORTHEAST ALONG STATE HIGHWAY 187 FROM THE POST
 PD0443'OFFICE AT JONESPORT, SET ON THE TOP OF THE NORTHWEST CONCRETE
 PD0443'WINGWALL OF A LARGE CONCRETE BRIDGE OVER CROSS COVE, 18 FEET
 PD0443'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT
 PD0443'ABOVE THE LEVEL OF THE HIGHWAY.  NOTE-- THIS MARK WAS RESET BY G.
 PD0443'STANGLE, AUGUSTA, MAINE ON 9/30/36, 4.519 FEET HIGHER THAN THE
 PD0443'OLD MARK.
 PD0443
 PD0443                          STATION RECOVERY (1976)
 PD0443
 PD0443'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 PD0443'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0014 ***********************************************************************
 OC0014  DESIGNATION -  19 C OF P
 OC0014  PID         -  OC0014
 OC0014  STATE/COUNTY-  ME/CUMBERLAND
 OC0014  USGS QUAD   -  PORTLAND WEST (1978)
 OC0014
 OC0014                         *CURRENT SURVEY CONTROL
 OC0014  ___________________________________________________________________
 OC0014* NAD 83(1986)-  43 39 28.     (N)    070 15 58.     (W)     SCALED    
 OC0014* NAVD 88     -         9.853  (meters)      32.33   (feet)  ADJUSTED  
 OC0014  ___________________________________________________________________
 OC0014  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 OC0014  DYNAMIC HT  -           9.852 (meters)      32.32  (feet)  COMP
 OC0014  MODELED GRAV-     980,500.4   (mgal)                       NAVD 88
 OC0014
 OC0014  VERT ORDER  -  FIRST     CLASS I
 OC0014
 OC0014.The horizontal coordinates were scaled from a topographic map and have
 OC0014.an estimated accuracy of +/- 6 seconds.
 OC0014
 OC0014.The orthometric height was determined by differential leveling
 OC0014.and adjusted by the National Geodetic Survey in June 1991..
 OC0014
 OC0014.The geoid height was determined by GEOID03.
 OC0014
 OC0014.The dynamic height is computed by dividing the NAVD 88
 OC0014.geopotential number by the normal gravity value computed on the
 OC0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0014.degrees latitude (g = 980.6199 gals.).
 OC0014
 OC0014.The modeled gravity was interpolated from observed gravity values.
 OC0014
 OC0014;                    North         East    Units  Estimated Accuracy
 OC0014;SPC ME W     -    91,600.      891,980.      MT  (+/- 180 meters Scaled)
 OC0014
 OC0014                          SUPERSEDED SURVEY CONTROL
 OC0014
 OC0014  NGVD 29 (??/??/92)   10.068  (m)           33.03   (f) ADJ UNCH    1 1
 OC0014
 OC0014.Superseded values are not recommended for survey control.
 OC0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0014.See file dsdata.txt to determine how the superseded data were derived.
 OC0014
 OC0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ979346(NAD 83)
 OC0014_MARKER: B = BOLT
 OC0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC0014_SP_SET: GRANITE POST
 OC0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC0014+STABILITY: SURFACE MOTION
 OC0014
 OC0014  HISTORY     - Date     Condition        Report By
 OC0014  HISTORY     - UNK      MONUMENTED       ME6400
 OC0014  HISTORY     - 1966     GOOD             NGS
 OC0014  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 OC0014
 OC0014                          STATION DESCRIPTION
 OC0014
 OC0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 OC0014'AT PORTLAND.
 OC0014'AT PORTLAND, NEAR THE INTERSECTION OF FOREST AND PARK AVENUES,
 OC0014'ACROSS FOREST AVENUE FROM THE POST OFFICE, 10.0 FEET NORTH OF
 OC0014'THE NORTH CURB OF PARK AVENUE, 8.5 FEET WEST OF THE WEST CURB OF
 OC0014'FOREST AVENUE, ABOUT LEVEL WITH THE SIDEWALK AND SET IN THE TOP
 OC0014'OF A GRANITE POST FLUSH.
 OC0014
 OC0014                          STATION RECOVERY (1990)
 OC0014
 OC0014'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMW)
 OC0014'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0657 ***********************************************************************
 RF0657  DESIGNATION -  19 JHS
 RF0657  PID         -  RF0657
 RF0657  STATE/COUNTY-  ME/AROOSTOOK
 RF0657  USGS QUAD   -  BLUE BROOK (1986)
 RF0657
 RF0657                         *CURRENT SURVEY CONTROL
 RF0657  ___________________________________________________________________
 RF0657* NAD 83(1986)-  46 48 39.     (N)    069 29 27.     (W)     SCALED    
 RF0657* NAVD 88     -       364.866  (meters)    1197.06   (feet)  ADJUSTED  
 RF0657  ___________________________________________________________________
 RF0657  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 RF0657  DYNAMIC HT  -         364.891 (meters)    1197.15  (feet)  COMP
 RF0657  MODELED GRAV-     980,671.6   (mgal)                       NAVD 88
 RF0657
 RF0657  VERT ORDER  -  SECOND    CLASS II
 RF0657
 RF0657.The horizontal coordinates were scaled from a topographic map and have
 RF0657.an estimated accuracy of +/- 6 seconds.
 RF0657
 RF0657.The orthometric height was determined by differential leveling
 RF0657.and adjusted by the National Geodetic Survey in June 1991..
 RF0657
 RF0657.The geoid height was determined by GEOID03.
 RF0657
 RF0657.The dynamic height is computed by dividing the NAVD 88
 RF0657.geopotential number by the normal gravity value computed on the
 RF0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0657.degrees latitude (g = 980.6199 gals.).
 RF0657
 RF0657.The modeled gravity was interpolated from observed gravity values.
 RF0657
 RF0657;                    North         East    Units  Estimated Accuracy
 RF0657;SPC ME E     -   349,870.      224,380.      MT  (+/- 180 meters Scaled)
 RF0657
 RF0657                          SUPERSEDED SURVEY CONTROL
 RF0657
 RF0657.No superseded survey control is available for this station.
 RF0657
 RF0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM625842(NAD 83)
 RF0657_MARKER: DD = SURVEY DISK
 RF0657_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RF0657+WITH SETTING: INFORMATION.
 RF0657_SP_SET: SHALLOW-SET METAL ROD
 RF0657_STAMPING: 19 JHS 1984
 RF0657_MARK LOGO: USGS  
 RF0657_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RF0657
 RF0657  HISTORY     - Date     Condition        Report By
 RF0657  HISTORY     - 1984     MONUMENTED       USGS-M
 RF0657
 RF0657                          STATION DESCRIPTION
 RF0657
 RF0657'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1984
 RF0657'14.0 MI NORTH FROM CLAYTON LAKE.
 RF0657'CLAYTON LAKE POST OFFICE, 0.8 MI (1.3 KM) NW. OF THENCE 18.6 MI
 RF0657'(29.9 KM) N. ALONG MAIN TRAVELED RD. TO JCT. WITH E.-W. RD. AND BM
 RF0657'17 JHS 1984 THENCE 1.6 MI (2.6 KM) E., 3.9 MI (6.3 KM) ESE. OF
 RF0657'BRIDGE OVER THE ST JOHN RIVER, 2 MI (3.2 KM) S. AND 1 MI (1.6 KM) W.
 RF0657'OF NE. COR. OF T. 13, R. 14, WELS, 58 FT (17.7 KM) N., 83 FT
 RF0657'(25.3 M) E. AND 1.8 FT (0.55 M) LOWER THAN Y-RD. AT E. ENTRANCE TO
 RF0657'MAIBEC LOGGING CAMP, 4.3 FT (1.3 M) S. OF WITNESS POST, A STANDARD
 RF0657'ROD SUPPORTED TABLET CENTERED IN PLASTIC PIPE AT GROUND LEVEL.
 RF0657'THE MARK IS 1.8 FT BELOW THE Y-ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0619 ***********************************************************************
 RF0619  DESIGNATION -  19 JHS USGS
 RF0619  PID         -  RF0619
 RF0619  STATE/COUNTY-  ME/AROOSTOOK
 RF0619  USGS QUAD   -  BIG BROOK LAKE (1986)
 RF0619
 RF0619                         *CURRENT SURVEY CONTROL
 RF0619  ___________________________________________________________________
 RF0619* NAD 83(1986)-  46 50 15.     (N)    069 01 28.     (W)     SCALED    
 RF0619* NAVD 88     -       421.969  (meters)    1384.41   (feet)  ADJUSTED  
 RF0619  ___________________________________________________________________
 RF0619  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 RF0619  DYNAMIC HT  -         421.994 (meters)    1384.49  (feet)  COMP
 RF0619  MODELED GRAV-     980,662.2   (mgal)                       NAVD 88
 RF0619
 RF0619  VERT ORDER  -  SECOND    CLASS II
 RF0619
 RF0619.The horizontal coordinates were scaled from a topographic map and have
 RF0619.an estimated accuracy of +/- 6 seconds.
 RF0619
 RF0619.The orthometric height was determined by differential leveling
 RF0619.and adjusted by the National Geodetic Survey in June 1991..
 RF0619
 RF0619.The geoid height was determined by GEOID03.
 RF0619
 RF0619.The dynamic height is computed by dividing the NAVD 88
 RF0619.geopotential number by the normal gravity value computed on the
 RF0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0619.degrees latitude (g = 980.6199 gals.).
 RF0619
 RF0619.The modeled gravity was interpolated from observed gravity values.
 RF0619
 RF0619;                    North         East    Units  Estimated Accuracy
 RF0619;SPC ME E     -   352,490.      260,000.      MT  (+/- 180 meters Scaled)
 RF0619
 RF0619                          SUPERSEDED SURVEY CONTROL
 RF0619
 RF0619.No superseded survey control is available for this station.
 RF0619
 RF0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM981871(NAD 83)
 RF0619_MARKER: DB = BENCH MARK DISK
 RF0619_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RF0619_SP_SET: COPPER-CLAD STEEL ROD
 RF0619_STAMPING: 19 JHS 1983
 RF0619_MARK LOGO: USGS  
 RF0619_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0619
 RF0619  HISTORY     - Date     Condition        Report By
 RF0619  HISTORY     - 1983     MONUMENTED       USGS-M
 RF0619
 RF0619                          STATION DESCRIPTION
 RF0619
 RF0619'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1983
 RF0619'34.1 MI WNW FROM PORTAGE.
 RF0619'30.3 MI (48.8 KM) WEST ALONG FISH RIVER LAKE ROAD FROM PORTAGE,
 RF0619'THENCE 1.9 MI (3.1 KM) SOUTH AND WEST ALONG A ROAD TO THE JUNCTION OF
 RF0619'A ROAD LEADING SOUTHEAST, THENCE 1.9 MI (3.1 KM) GENERALLY SOUTH ALONG
 RF0619'ROAD TO THE END OF THE ROAD AND AN EAST-WEST BLAZED TOWNSHIP LINE
 RF0619'BETWEEN TPS. 13 AND 14, R. 10 WELS., 0.8 MI (1.3 KM) SOUTHWEST OF BIG
 RF0619'BROOK LAKE, 3 MI (4.8 KM) EAST OF NORTHWEST CORNER T. 13 R. 10, 55 FT
 RF0619'(16.8 M) SOUTHWEST OF END OF ROAD, ON EAST-WEST BLAZED TOWNSHIP LINE,
 RF0619'IN LINE WITH WEST EDGE OF ROAD, ABOUT LEVEL WITH END OF ROAD, A
 RF0619'STANDARD ROD SUPPORTED USGS TABLET CENTERED IN A PLASTIC TILE
 RF0619'PROJECTING ABOUT 0.2 FT (0.06 M) AND STAMPED 19 JHS 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0239 ***********************************************************************
 OB0239  DESIGNATION -  19 M 63
 OB0239  PID         -  OB0239
 OB0239  STATE/COUNTY-  ME/CUMBERLAND
 OB0239  USGS QUAD   -  ORRS ISLAND (1997)
 OB0239
 OB0239                         *CURRENT SURVEY CONTROL
 OB0239  ___________________________________________________________________
 OB0239* NAD 83(1986)-  43 47 49.     (N)    069 56 07.     (W)     SCALED    
 OB0239* NAVD 88     -        19.025  (meters)      62.42   (feet)  ADJUSTED  
 OB0239  ___________________________________________________________________
 OB0239  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 OB0239  DYNAMIC HT  -          19.023 (meters)      62.41  (feet)  COMP
 OB0239  MODELED GRAV-     980,520.8   (mgal)                       NAVD 88
 OB0239
 OB0239  VERT ORDER  -  SECOND    CLASS 0
 OB0239
 OB0239.The horizontal coordinates were scaled from a topographic map and have
 OB0239.an estimated accuracy of +/- 6 seconds.
 OB0239
 OB0239.The orthometric height was determined by differential leveling
 OB0239.and adjusted by the National Geodetic Survey in June 1991..
 OB0239
 OB0239.The geoid height was determined by GEOID03.
 OB0239
 OB0239.The dynamic height is computed by dividing the NAVD 88
 OB0239.geopotential number by the normal gravity value computed on the
 OB0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0239.degrees latitude (g = 980.6199 gals.).
 OB0239
 OB0239.The modeled gravity was interpolated from observed gravity values.
 OB0239
 OB0239;                    North         East    Units  Estimated Accuracy
 OB0239;SPC ME W     -   107,080.      918,620.      MT  (+/- 180 meters Scaled)
 OB0239
 OB0239                          SUPERSEDED SURVEY CONTROL
 OB0239
 OB0239  NGVD 29 (??/??/92)   19.222  (m)           63.06   (f) ADJ UNCH    2 0
 OB0239
 OB0239.Superseded values are not recommended for survey control.
 OB0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0239.See file dsdata.txt to determine how the superseded data were derived.
 OB0239
 OB0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ247497(NAD 83)
 OB0239_MARKER: DD = SURVEY DISK
 OB0239_SETTING: 66 = SET IN ROCK OUTCROP
 OB0239_SP_SET: ROCK LEDGE
 OB0239_STAMPING: 19 M 1941 63
 OB0239_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0239+STABILITY: POSITION/ELEVATION WELL
 OB0239
 OB0239  HISTORY     - Date     Condition        Report By
 OB0239  HISTORY     - 1941     MONUMENTED       USGS
 OB0239  HISTORY     - 1943     GOOD             NGS
 OB0239
 OB0239                          STATION DESCRIPTION
 OB0239
 OB0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 OB0239'3.7 MI NE FROM ORRS ISLAND.
 OB0239'3.7 MILES NORTHEAST ALONG STATE HIGHWAY 24 FROM THE POST OFFICE AT
 OB0239'ORRS ISLAND, CUMBERLAND COUNTY, 666 FEET SOUTHWEST OF THE JUNCTION OF
 OB0239'A DIRT ROAD LEADING SOUTH, 84 FEET SOUTHWEST OF POLE 13-15, 19.5 FEET
 OB0239'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, IN A PROMINENT ROCK
 OB0239'LEDGE, AND ABOUT 1-1/2 FEET HIGHER THAN THE HIGHWAY.  A UNITED STATES
 OB0239'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 19 M 1941 63.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0944 ***********************************************************************
 PE0944  DESIGNATION -  190
 PE0944  PID         -  PE0944
 PE0944  STATE/COUNTY-  ME/KNOX
 PE0944  USGS QUAD   -  THOMASTON (1973)
 PE0944
 PE0944                         *CURRENT SURVEY CONTROL
 PE0944  ___________________________________________________________________
 PE0944* NAD 83(1986)-  44 04 39.     (N)    069 11 36.     (W)     SCALED    
 PE0944* NAVD 88     -        41.624  (meters)     136.56   (feet)  ADJUSTED  
 PE0944  ___________________________________________________________________
 PE0944  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 PE0944  DYNAMIC HT  -          41.620 (meters)     136.55  (feet)  COMP
 PE0944  MODELED GRAV-     980,523.0   (mgal)                       NAVD 88
 PE0944
 PE0944  VERT ORDER  -  SECOND    CLASS 0
 PE0944
 PE0944.The horizontal coordinates were scaled from a topographic map and have
 PE0944.an estimated accuracy of +/- 6 seconds.
 PE0944
 PE0944.The orthometric height was determined by differential leveling
 PE0944.and adjusted by the National Geodetic Survey in June 1991..
 PE0944
 PE0944.The geoid height was determined by GEOID03.
 PE0944
 PE0944.The dynamic height is computed by dividing the NAVD 88
 PE0944.geopotential number by the normal gravity value computed on the
 PE0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0944.degrees latitude (g = 980.6199 gals.).
 PE0944
 PE0944.The modeled gravity was interpolated from observed gravity values.
 PE0944
 PE0944;                    North         East    Units  Estimated Accuracy
 PE0944;SPC ME E     -    45,880.      244,470.      MT  (+/- 180 meters Scaled)
 PE0944
 PE0944                          SUPERSEDED SURVEY CONTROL
 PE0944
 PE0944  NGVD 29 (??/??/92)   41.832  (m)          137.24   (f) ADJ UNCH    2 0
 PE0944
 PE0944.Superseded values are not recommended for survey control.
 PE0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0944.See file dsdata.txt to determine how the superseded data were derived.
 PE0944
 PE0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ845804(NAD 83)
 PE0944_MARKER: DD = SURVEY DISK
 PE0944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0944_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0944_STAMPING: NO 190
 PE0944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0944+STABILITY: SURFACE MOTION
 PE0944
 PE0944  HISTORY     - Date     Condition        Report By
 PE0944  HISTORY     - UNK      MONUMENTED       MEGS
 PE0944  HISTORY     - 1935     GOOD             NGS
 PE0944  HISTORY     - 20040903 MARK NOT FOUND   USPSQD
 PE0944
 PE0944                          STATION DESCRIPTION
 PE0944
 PE0944'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PE0944'AT THOMASTON.
 PE0944'AT THOMASTON, KNOX COUNTY, OPPOSITE THE STATE PENITENTIARY,
 PE0944'30 FEET SOUTH OF THE CENTERLINE OF THE PRISON IRON FENCE, AND IN
 PE0944'LINE WITH TREES AT THE NORTHWEST CORNER OF THE YARD.  A STATE
 PE0944'SURVEY STANDARD DISK, STAMPED NO. 190 AND SET IN THE TOP OF A
 PE0944'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 PE0944
 PE0944                          STATION RECOVERY (2004)
 PE0944
 PE0944'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMW)
 PE0944'THE PRISON AND FENCE ARE GONE. MARK NOT FOUND USING GPS FOR LOCATING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1063 ***********************************************************************
 PE1063  DESIGNATION -  191
 PE1063  PID         -  PE1063
 PE1063  STATE/COUNTY-  ME/KNOX
 PE1063  USGS QUAD   -  THOMASTON (1973)
 PE1063
 PE1063                         *CURRENT SURVEY CONTROL
 PE1063  ___________________________________________________________________
 PE1063* NAD 83(1986)-  44 04 42.     (N)    069 11 09.     (W)     SCALED    
 PE1063* NAVD 88     -        37.233  (meters)     122.16   (feet)  ADJUSTED  
 PE1063  ___________________________________________________________________
 PE1063  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 PE1063  DYNAMIC HT  -          37.229 (meters)     122.14  (feet)  COMP
 PE1063  MODELED GRAV-     980,523.0   (mgal)                       NAVD 88
 PE1063
 PE1063  VERT ORDER  -  SECOND    CLASS 0
 PE1063
 PE1063.The horizontal coordinates were scaled from a topographic map and have
 PE1063.an estimated accuracy of +/- 6 seconds.
 PE1063
 PE1063.The orthometric height was determined by differential leveling
 PE1063.and adjusted by the National Geodetic Survey in June 1991..
 PE1063
 PE1063.The geoid height was determined by GEOID03.
 PE1063
 PE1063.The dynamic height is computed by dividing the NAVD 88
 PE1063.geopotential number by the normal gravity value computed on the
 PE1063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1063.degrees latitude (g = 980.6199 gals.).
 PE1063
 PE1063.The modeled gravity was interpolated from observed gravity values.
 PE1063
 PE1063;                    North         East    Units  Estimated Accuracy
 PE1063;SPC ME E     -    45,960.      245,070.      MT  (+/- 180 meters Scaled)
 PE1063
 PE1063                          SUPERSEDED SURVEY CONTROL
 PE1063
 PE1063  NGVD 29 (??/??/92)   37.442  (m)          122.84   (f) ADJ UNCH    2 0
 PE1063
 PE1063.Superseded values are not recommended for survey control.
 PE1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1063.See file dsdata.txt to determine how the superseded data were derived.
 PE1063
 PE1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ851805(NAD 83)
 PE1063_MARKER: DB = BENCH MARK DISK
 PE1063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1063_STAMPING: 191
 PE1063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1063+STABILITY: SURFACE MOTION
 PE1063_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PE1063+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2006
 PE1063
 PE1063  HISTORY     - Date     Condition        Report By
 PE1063  HISTORY     - UNK      MONUMENTED       MEGS
 PE1063  HISTORY     - 1962     GOOD             NGS
 PE1063  HISTORY     - 20040903 GOOD             USPSQD
 PE1063  HISTORY     - 20060722 GOOD             USPSQD
 PE1063
 PE1063                          STATION DESCRIPTION
 PE1063
 PE1063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PE1063'AT THOMASTON.
 PE1063'AT THOMASTON, ALONG U.S. HIGHWAY 1, 0.3 MILE EAST OF THE STATE
 PE1063'PENITENTIARY, NEAR THE EAST END OF A SMALL CITY PARK, 23 1/2
 PE1063'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 122 FEET NORTHEAST
 PE1063'OF THE NORTHEAST CORNER OF THE LARGE SOLDIERS MONUMENT IN THE
 PE1063'PARK, 60 1/2 FEET NORTHWEST OF A 26-INCH ELM TREE, 71 FEET
 PE1063'SOUTHEAST OF THE CENTER OF THE INTERSECTION OF TWO SIDEWALKS,
 PE1063'2 1/2 FEET NORTH OF A POWER LINE POLE, ABOUT 1/2 FOOT BELOW THE
 PE1063'LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 PE1063'PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
 PE1063
 PE1063                          STATION RECOVERY (2004)
 PE1063
 PE1063'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMW)
 PE1063'THE STATION IS ABOUT 24 FT. NE FROM A 24 IN. TREE, 3 FT. NNW OF A 25
 PE1063'MPH SPEED SIGN, AND 4 IN. BELOW GROUND.
 PE1063
 PE1063                          STATION RECOVERY (2006)
 PE1063
 PE1063'RECOVERY NOTE BY US POWER SQUADRON 2006
 PE1063'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ2698 ***********************************************************************
 AJ2698  CBN         -  This is a Cooperative Base Network Control Station.
 AJ2698  DESIGNATION -  1915 17
 AJ2698  PID         -  AJ2698
 AJ2698  STATE/COUNTY-  ME/OXFORD
 AJ2698  USGS QUAD   -  RUMFORD (1969)
 AJ2698
 AJ2698                         *CURRENT SURVEY CONTROL
 AJ2698  ___________________________________________________________________
 AJ2698* NAD 83(1996)-  44 36 35.06830(N)    070 33 43.30849(W)     ADJUSTED  
 AJ2698* NAVD 88     -       170.3    (meters)     559.     (feet)  GPS OBS   
 AJ2698  ___________________________________________________________________
 AJ2698  X           -   1,513,596.184 (meters)                     COMP
 AJ2698  Y           -  -4,289,015.044 (meters)                     COMP
 AJ2698  Z           -   4,456,679.051 (meters)                     COMP
 AJ2698  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 AJ2698  ELLIP HEIGHT-         143.99  (meters)          (04/26/01) GPS OBS
 AJ2698  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 AJ2698
 AJ2698  HORZ ORDER  -  A
 AJ2698  ELLP ORDER  -  FOURTH    CLASS I
 AJ2698
 AJ2698.The horizontal coordinates were established by GPS observations
 AJ2698.and adjusted by the National Geodetic Survey in April 2001..
 AJ2698
 AJ2698.The orthometric height was determined by GPS observations and a
 AJ2698.high-resolution geoid model.
 AJ2698
 AJ2698.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2698
 AJ2698.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2698
 AJ2698.The ellipsoidal height was determined by GPS observations
 AJ2698.and is referenced to NAD 83.
 AJ2698
 AJ2698.The geoid height was determined by GEOID03.
 AJ2698
 AJ2698;                    North         East     Units Scale Factor Converg.
 AJ2698;SPC ME W     -   197,440.475   868,616.997   MT  0.99997877   -0 16 39.6
 AJ2698;UTM  19      - 4,940,785.742   376,055.043   MT  0.99978892   -1 05 49.6
 AJ2698
 AJ2698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2698!SPC ME W     -   0.99997742  x   0.99997877  =   0.99995619
 AJ2698!UTM  19      -   0.99997742  x   0.99978892  =   0.99976635
 AJ2698
 AJ2698                          SUPERSEDED SURVEY CONTROL
 AJ2698
 AJ2698.No superseded survey control is available for this station.
 AJ2698
 AJ2698_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK7605540786(NAD 83)
 AJ2698_MARKER: DD = SURVEY DISK
 AJ2698_SETTING: 66 = SET IN ROCK OUTCROP
 AJ2698_STAMPING: 1915 17 1988
 AJ2698_MARK LOGO: MEDT  
 AJ2698_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2698_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ2698+STABILITY: POSITION/ELEVATION WELL
 AJ2698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2698+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2000
 AJ2698
 AJ2698  HISTORY     - Date     Condition        Report By
 AJ2698  HISTORY     - 1988     MONUMENTED       MEDT
 AJ2698  HISTORY     - 20000724 GOOD             MEDT
 AJ2698
 AJ2698                          STATION DESCRIPTION
 AJ2698
 AJ2698'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 2000 (TL)
 AJ2698'TO REACH FROM THE JUNCTION OF US HIGHWAY 2 AND STATE HIGHWAY 17 IN
 AJ2698'MEXICO, GO NORTH ON HIGHWAY 17 FOR 2.65 MI (4.26 KM) TO THE JUNCTION
 AJ2698'OF HALEBRIDGE ROAD.  CONTINUE ON HIGHWAY 17 FOR 1.4 MI (2.3 KM) TO THE
 AJ2698'STATION ON THE LEFT.  THE STATION IS SET IN A DRILL HOLE OF EXPOSED
 AJ2698'ROCK LEDGE.  LOCATED 104 FT (31.7 M) NORTHWEST OF UTILITY POLE NUMBER
 AJ2698'J52/71/60, 46 FT (14.0 M) WEST-SOUTHWEST OF THE CENTERLINE OF HIGHWAY
 AJ2698'17 AND 7.2 FT (2.2 M) SOUTH-SOUTHEAST OF A METAL WITNESS POST AND
 AJ2698'SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0497 ***********************************************************************
 PE0497  DESIGNATION -  193
 PE0497  PID         -  PE0497
 PE0497  STATE/COUNTY-  ME/PENOBSCOT
 PE0497  USGS QUAD   -  CHEMO POND (1970)
 PE0497
 PE0497                         *CURRENT SURVEY CONTROL
 PE0497  ___________________________________________________________________
 PE0497* NAD 83(1986)-  44 47 32.     (N)    068 35 01.     (W)     SCALED    
 PE0497* NAVD 88     -        58.817  (meters)     192.97   (feet)  ADJUSTED  
 PE0497  ___________________________________________________________________
 PE0497  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 PE0497  DYNAMIC HT  -          58.814 (meters)     192.96  (feet)  COMP
 PE0497  MODELED GRAV-     980,566.3   (mgal)                       NAVD 88
 PE0497
 PE0497  VERT ORDER  -  SECOND    CLASS 0
 PE0497
 PE0497.The horizontal coordinates were scaled from a topographic map and have
 PE0497.an estimated accuracy of +/- 6 seconds.
 PE0497
 PE0497.The orthometric height was determined by differential leveling
 PE0497.and adjusted by the National Geodetic Survey in June 1991..
 PE0497
 PE0497.The geoid height was determined by GEOID03.
 PE0497
 PE0497.The dynamic height is computed by dividing the NAVD 88
 PE0497.geopotential number by the normal gravity value computed on the
 PE0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0497.degrees latitude (g = 980.6199 gals.).
 PE0497
 PE0497.The modeled gravity was interpolated from observed gravity values.
 PE0497
 PE0497;                    North         East    Units  Estimated Accuracy
 PE0497;SPC ME E     -   125,060.      293,380.      MT  (+/- 180 meters Scaled)
 PE0497
 PE0497                          SUPERSEDED SURVEY CONTROL
 PE0497
 PE0497  NGVD 29 (??/??/92)   59.018  (m)          193.63   (f) ADJ UNCH    2 0
 PE0497
 PE0497.Superseded values are not recommended for survey control.
 PE0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0497.See file dsdata.txt to determine how the superseded data were derived.
 PE0497
 PE0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK329599(NAD 83)
 PE0497_MARKER: DD = SURVEY DISK
 PE0497_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE0497_SP_SET: BUILDING
 PE0497_STAMPING: 193 BANGOR JWE EID
 PE0497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0497
 PE0497  HISTORY     - Date     Condition        Report By
 PE0497  HISTORY     - 1900     MONUMENTED       USGS
 PE0497  HISTORY     - 1953     GOOD             NGS
 PE0497  HISTORY     - 1972     GOOD             NGS
 PE0497  HISTORY     - 1981     GOOD             NGS
 PE0497  HISTORY     - 1985     GOOD             USPSQD
 PE0497
 PE0497                          STATION DESCRIPTION
 PE0497
 PE0497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 PE0497'AT EAST EDDINGTON.
 PE0497'AT EAST EDDINGTON, ABOUT 75 YARDS NORTHWEST OF THE JUNCTION OF
 PE0497'STATE HIGHWAYS 9 AND 175, SET VERTICALLY IN SOUTHWEST FACE OF
 PE0497'GRANITE CORNER STONE AT WEST CORNER OF A CHURCH (CORNER STONE
 PE0497'IS CAST 1890), 1 FOOT SOUTHEAST OF WEST CORNER OF CHURCH, 57
 PE0497'FEET NORTHEAST OF CENTER LINE OF HIGHWAY, 2 FEET ABOVE GROUND
 PE0497'AND ABOUT 4 FEET ABOVE LEVEL OF HIGHWAY.  NOTE-- THE DISK IS
 PE0497'ABOUT 2 INCHES BELOW WOODEN FRAME OF BUILDING WHICH EXTENDS
 PE0497'(OVERHANDS) OVER THE CORNER STONE SO THAT IT IS IMPOSSIBLE TO
 PE0497'HOLD A TAPE ON MARK.  NOTE-- REPORTED IN FEB. 1, 1972 THAT THE
 PE0497'CHURCH HAS BEEN MOVED ABOUT 75 FEET WESTERLY AND SET ON A NEW
 PE0497'FOUNDATION AT THE STONE MARKED 1890 WITH USGS PLATE IS STILL
 PE0497'USED AS THE CORNER STONE.  PLATE IS NOW ABOUT 10 FEET HIGHER THAN
 PE0497'BEFORE.
 PE0497
 PE0497                          STATION RECOVERY (1972)
 PE0497
 PE0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 PE0497'RECOVERED IN GOOD CONDITION.
 PE0497
 PE0497                          STATION RECOVERY (1981)
 PE0497
 PE0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 PE0497'RECOVERED IN GOOD CONDITION.
 PE0497
 PE0497                          STATION RECOVERY (1985)
 PE0497
 PE0497'RECOVERY NOTE BY US POWER SQUADRON 1985
 PE0497'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1509 ***********************************************************************
 PE1509  DESIGNATION -  199
 PE1509  PID         -  PE1509
 PE1509  STATE/COUNTY-  ME/SOMERSET
 PE1509  USGS QUAD   -  NORRIDGEWOCK (1982)
 PE1509
 PE1509                         *CURRENT SURVEY CONTROL
 PE1509  ___________________________________________________________________
 PE1509* NAD 83(1986)-  44 42 36.     (N)    069 47 26.     (W)     SCALED    
 PE1509* NAVD 88     -        61.363  (meters)     201.32   (feet)  ADJUSTED  
 PE1509  ___________________________________________________________________
 PE1509  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 PE1509  DYNAMIC HT  -          61.357 (meters)     201.30  (feet)  COMP
 PE1509  MODELED GRAV-     980,535.1   (mgal)                       NAVD 88
 PE1509
 PE1509  VERT ORDER  -  SECOND    CLASS 0
 PE1509
 PE1509.The horizontal coordinates were scaled from a topographic map and have
 PE1509.an estimated accuracy of +/- 6 seconds.
 PE1509
 PE1509.The orthometric height was determined by differential leveling
 PE1509.and adjusted by the National Geodetic Survey in June 1991..
 PE1509
 PE1509.The geoid height was determined by GEOID03.
 PE1509
 PE1509.The dynamic height is computed by dividing the NAVD 88
 PE1509.geopotential number by the normal gravity value computed on the
 PE1509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1509.degrees latitude (g = 980.6199 gals.).
 PE1509
 PE1509.The modeled gravity was interpolated from observed gravity values.
 PE1509
 PE1509;                    North         East    Units  Estimated Accuracy
 PE1509;SPC ME W     -   208,570.      929,800.      MT  (+/- 180 meters Scaled)
 PE1509
 PE1509                          SUPERSEDED SURVEY CONTROL
 PE1509
 PE1509  NGVD 29 (??/??/92)   61.552  (m)          201.94   (f) ADJ UNCH    2 0
 PE1509
 PE1509.Superseded values are not recommended for survey control.
 PE1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1509.See file dsdata.txt to determine how the superseded data were derived.
 PE1509
 PE1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK373510(NAD 83)
 PE1509_MARKER: DD = SURVEY DISK
 PE1509_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE1509_SP_SET: BUILDING WALL
 PE1509_STAMPING: 201.942 AUGUSTA 1903 199
 PE1509_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE1509
 PE1509  HISTORY     - Date     Condition        Report By
 PE1509  HISTORY     - 1903     MONUMENTED       USGS
 PE1509  HISTORY     - 1933     GOOD             NGS
 PE1509  HISTORY     - 1934     GOOD             NGS
 PE1509
 PE1509                          STATION DESCRIPTION
 PE1509
 PE1509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PE1509'AT NORRIDGEWOCK.
 PE1509'AT NORRIDGEWOCK, SOMERSET COUNTY, AT THE INTERSECTION OF MAINE
 PE1509'STREET AND THE ROAD LEADING TO OAKLAND, 62 YARDS EAST OF THE
 PE1509'CENTER LINE OF THE HIGHWAY, 27 YARDS SOUTH OF THE CENTER LINE
 PE1509'OF MAINE STREET, AT THE NORRIDGEWOCK GARAGE, AT THE NORTHEAST
 PE1509'CORNER OF THE BUILDING, IN THE EAST WALL, AND LEVEL WITH THE
 PE1509'GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 PE1509'201.942 AUGUSTA 1903 199 AND SET VERTICALLY.
 PE1509
 PE1509                          STATION RECOVERY (1934)
 PE1509
 PE1509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PE1509'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0232 ***********************************************************************
 QG0232  DESIGNATION -  199 USGS
 QG0232  PID         -  QG0232
 QG0232  STATE/COUNTY-  ME/PENOBSCOT
 QG0232  USGS QUAD   -  LINCOLN CENTER (1988)
 QG0232
 QG0232                         *CURRENT SURVEY CONTROL
 QG0232  ___________________________________________________________________
 QG0232* NAD 83(1986)-  45 28 27.     (N)    068 23 08.     (W)     SCALED    
 QG0232* NAVD 88     -        60.608  (meters)     198.84   (feet)  ADJUSTED  
 QG0232  ___________________________________________________________________
 QG0232  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 QG0232  DYNAMIC HT  -          60.609 (meters)     198.85  (feet)  COMP
 QG0232  MODELED GRAV-     980,633.1   (mgal)                       NAVD 88
 QG0232
 QG0232  VERT ORDER  -  SECOND    CLASS 0
 QG0232
 QG0232.The horizontal coordinates were scaled from a topographic map and have
 QG0232.an estimated accuracy of +/- 6 seconds.
 QG0232
 QG0232.The orthometric height was determined by differential leveling
 QG0232.and adjusted by the National Geodetic Survey in June 1991..
 QG0232
 QG0232.The geoid height was determined by GEOID03.
 QG0232
 QG0232.The dynamic height is computed by dividing the NAVD 88
 QG0232.geopotential number by the normal gravity value computed on the
 QG0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0232.degrees latitude (g = 980.6199 gals.).
 QG0232
 QG0232.The modeled gravity was interpolated from observed gravity values.
 QG0232
 QG0232;                    North         East    Units  Estimated Accuracy
 QG0232;SPC ME E     -   200,840.      308,950.      MT  (+/- 180 meters Scaled)
 QG0232
 QG0232                          SUPERSEDED SURVEY CONTROL
 QG0232
 QG0232  NGVD 29 (??/??/92)   60.783  (m)          199.42   (f) ADJ UNCH    2 0
 QG0232
 QG0232.Superseded values are not recommended for survey control.
 QG0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0232.See file dsdata.txt to determine how the superseded data were derived.
 QG0232
 QG0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL480358(NAD 83)
 QG0232_MARKER: DD = SURVEY DISK
 QG0232_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QG0232_SP_SET: GRANITE MILEPOST
 QG0232_STAMPING: 199 BANGOR
 QG0232_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG0232
 QG0232  HISTORY     - Date     Condition        Report By
 QG0232  HISTORY     - 1957     MONUMENTED       USGS
 QG0232  HISTORY     - 1935     GOOD             NGS
 QG0232  HISTORY     - 1978     POOR             NGS
 QG0232  HISTORY     - 1978     POOR             NGS
 QG0232  HISTORY     - 1978     POOR             NGS
 QG0232
 QG0232                          STATION DESCRIPTION
 QG0232
 QG0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QG0232'1.2 MI SW FROM WINN.
 QG0232'ABOUT 1.2 MILES SOUTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM
 QG0232'THE STATION AT WINN, PENOBSCOT COUNTY, IN THE CENTER OF THE
 QG0232'NORTHEAST FACE OF GRANITE MILEPOST V 60-P 191, 30 FEET SOUTHEAST
 QG0232'OF THE SOUTHEAST RAIL, AND ABOUT 2 1/2 FEET ABOVE GROUND.  A
 QG0232'STANDARD DISK, STAMPED 199 BANGOR AND SET VERTICALLY.
 QG0232
 QG0232                          STATION RECOVERY (1978)
 QG0232
 QG0232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0232'NOT FIT FOR LEVELING.
 QG0232
 QG0232                          STATION RECOVERY (1978)
 QG0232
 QG0232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0232'NOT FIT FOR LEVELING.
 QG0232
 QG0232                          STATION RECOVERY (1978)
 QG0232
 QG0232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0232'NOT FIT FOR LEVELING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0640 ***********************************************************************
 RF0640  DESIGNATION -  2 JHS
 RF0640  PID         -  RF0640
 RF0640  STATE/COUNTY-  ME/AROOSTOOK
 RF0640  USGS QUAD   -  UGH LAKE (1986)
 RF0640
 RF0640                         *CURRENT SURVEY CONTROL
 RF0640  ___________________________________________________________________
 RF0640* NAD 83(1986)-  46 38 16.     (N)    069 31 19.     (W)     SCALED    
 RF0640* NAVD 88     -       331.768  (meters)    1088.48   (feet)  ADJUSTED  
 RF0640  ___________________________________________________________________
 RF0640  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 RF0640  DYNAMIC HT  -         331.781 (meters)    1088.52  (feet)  COMP
 RF0640  MODELED GRAV-     980,643.9   (mgal)                       NAVD 88
 RF0640
 RF0640  VERT ORDER  -  SECOND    CLASS II
 RF0640
 RF0640.The horizontal coordinates were scaled from a topographic map and have
 RF0640.an estimated accuracy of +/- 6 seconds.
 RF0640
 RF0640.The orthometric height was determined by differential leveling
 RF0640.and adjusted by the National Geodetic Survey in June 1991..
 RF0640
 RF0640.The geoid height was determined by GEOID03.
 RF0640
 RF0640.The dynamic height is computed by dividing the NAVD 88
 RF0640.geopotential number by the normal gravity value computed on the
 RF0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0640.degrees latitude (g = 980.6199 gals.).
 RF0640
 RF0640.The modeled gravity was interpolated from observed gravity values.
 RF0640
 RF0640;                    North         East    Units  Estimated Accuracy
 RF0640;SPC ME E     -   330,670.      221,760.      MT  (+/- 180 meters Scaled)
 RF0640
 RF0640                          SUPERSEDED SURVEY CONTROL
 RF0640
 RF0640.No superseded survey control is available for this station.
 RF0640
 RF0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM600650(NAD 83)
 RF0640_MARKER: DD = SURVEY DISK
 RF0640_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RF0640+WITH SETTING: INFORMATION.
 RF0640_SP_SET: SHALLOW-SET METAL ROD
 RF0640_STAMPING: 2 JHS 1984
 RF0640_MARK LOGO: USGS  
 RF0640_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RF0640
 RF0640  HISTORY     - Date     Condition        Report By
 RF0640  HISTORY     - 1984     MONUMENTED       USGS-M
 RF0640
 RF0640                          STATION DESCRIPTION
 RF0640
 RF0640'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1984
 RF0640'1.9 MI NORTH FROM CLAYTON LAKE.
 RF0640'CLAYTON LAKE POST OFFICE, 1.9 MI (3.1 KM) N. OF, ABOUT 2 MI
 RF0640'(3.2 KM) S. AND 3 MI (4.8 KM) W. OF NE. COR. T. 11, R. 14, WELS,
 RF0640'700 FT (213 M) N. OF BRIDGE OVER SQUIRREL BROOK, 45 FT (13.7 M) E. AND
 RF0640'1.5 FT (0.50 M) HIGHER THAN RD. AT TRAIL W., 1 FT (0.30 M) S. OF WIT-
 RF0640'NESS POST, A STANDARD ROD SUPPORTED TABLET CENTERED IN PLASTIC PIPE.
 RF0640'THE MARK IS 1.5 FT ABOVE THE RD AT TRAIL WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0600 ***********************************************************************
 RF0600  DESIGNATION -  2 JHS USGS
 RF0600  PID         -  RF0600
 RF0600  STATE/COUNTY-  ME/AROOSTOOK
 RF0600  USGS QUAD   -  BIG MACHIAS LAKE (1985)
 RF0600
 RF0600                         *CURRENT SURVEY CONTROL
 RF0600  ___________________________________________________________________
 RF0600* NAD 83(1986)-  46 41 50.     (N)    068 50 10.     (W)     SCALED    
 RF0600* NAVD 88     -       295.491  (meters)     969.46   (feet)  ADJUSTED  
 RF0600  ___________________________________________________________________
 RF0600  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 RF0600  DYNAMIC HT  -         295.516 (meters)     969.54  (feet)  COMP
 RF0600  MODELED GRAV-     980,688.5   (mgal)                       NAVD 88
 RF0600
 RF0600  VERT ORDER  -  SECOND    CLASS II
 RF0600
 RF0600.The horizontal coordinates were scaled from a topographic map and have
 RF0600.an estimated accuracy of +/- 6 seconds.
 RF0600
 RF0600.The orthometric height was determined by differential leveling
 RF0600.and adjusted by the National Geodetic Survey in June 1991..
 RF0600
 RF0600.The geoid height was determined by GEOID03.
 RF0600
 RF0600.The dynamic height is computed by dividing the NAVD 88
 RF0600.geopotential number by the normal gravity value computed on the
 RF0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0600.degrees latitude (g = 980.6199 gals.).
 RF0600
 RF0600.The modeled gravity was interpolated from observed gravity values.
 RF0600
 RF0600;                    North         East    Units  Estimated Accuracy
 RF0600;SPC ME E     -   336,820.      274,300.      MT  (+/- 180 meters Scaled)
 RF0600
 RF0600                          SUPERSEDED SURVEY CONTROL
 RF0600
 RF0600.No superseded survey control is available for this station.
 RF0600
 RF0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM125715(NAD 83)
 RF0600_MARKER: DB = BENCH MARK DISK
 RF0600_SETTING: 80 = SET IN A BOULDER
 RF0600_SP_SET: BOULDER
 RF0600_STAMPING: 2 JHS 1983
 RF0600_MARK LOGO: USGS  
 RF0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0600+STABILITY: SURFACE MOTION
 RF0600
 RF0600  HISTORY     - Date     Condition        Report By
 RF0600  HISTORY     - 1983     MONUMENTED       USGS-M
 RF0600
 RF0600                          STATION DESCRIPTION
 RF0600
 RF0600'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1983
 RF0600'23.6 MI WEST FROM ASHLAND.
 RF0600'22.3 MI (35.9 KM) WEST ALONG AMERICAN REALTY ROAD FROM ASHLAND, THENCE
 RF0600'1.35 MI (2.2 KM) NORTHWEST ALONG ROAD FROM ITS JUNCTION WITH AMERICAN
 RF0600'REALTY ROAD NEAR NORTHWEST CORNER OF BIG MACHIAS LAKE, ABOUT 2.4 MI
 RF0600'(3.9 KM) NORTH AND 0.6 MI (1.0 KM) WEST OF SOUTHEAST CORNER OF T. 12
 RF0600'R. 9 WELS., 27 FT (8.2 M) NORTHEAST OF ROAD, SET IN THE TOP OF A 4- BY
 RF0600'3-FOOT BOULDER PROJECTING 1.3 FEET ABOVE THE GROUND, 2 FT (0.6 M)
 RF0600'NORTH OF WITNESS POST, 3.2 FT (0.7 M) BELOW THE ROAD, A USGS TABLET
 RF0600'STAMPED 2 JHS 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0152 ***********************************************************************
 OB0152  DESIGNATION -  2 M
 OB0152  PID         -  OB0152
 OB0152  STATE/COUNTY-  ME/SAGADAHOC
 OB0152  USGS QUAD   -  PHIPPSBURG (1957)
 OB0152
 OB0152                         *CURRENT SURVEY CONTROL
 OB0152  ___________________________________________________________________
 OB0152* NAD 83(1986)-  43 51 00.     (N)    069 46 41.     (W)     SCALED    
 OB0152* NAVD 88     -        12.156  (meters)      39.88   (feet)  ADJUSTED  
 OB0152  ___________________________________________________________________
 OB0152  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 OB0152  DYNAMIC HT  -          12.155 (meters)      39.88  (feet)  COMP
 OB0152  MODELED GRAV-     980,523.9   (mgal)                       NAVD 88
 OB0152
 OB0152  VERT ORDER  -  SECOND    CLASS 0
 OB0152
 OB0152.The horizontal coordinates were scaled from a topographic map and have
 OB0152.an estimated accuracy of +/- 6 seconds.
 OB0152
 OB0152.The orthometric height was determined by differential leveling
 OB0152.and adjusted by the National Geodetic Survey in June 1991..
 OB0152
 OB0152.The geoid height was determined by GEOID03.
 OB0152
 OB0152.The dynamic height is computed by dividing the NAVD 88
 OB0152.geopotential number by the normal gravity value computed on the
 OB0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0152.degrees latitude (g = 980.6199 gals.).
 OB0152
 OB0152.The modeled gravity was interpolated from observed gravity values.
 OB0152
 OB0152;                    North         East    Units  Estimated Accuracy
 OB0152;SPC ME W     -   113,020.      931,250.      MT  (+/- 180 meters Scaled)
 OB0152
 OB0152                          SUPERSEDED SURVEY CONTROL
 OB0152
 OB0152  NGVD 29 (??/??/92)   12.365  (m)           40.57   (f) ADJ UNCH    2 0
 OB0152
 OB0152.Superseded values are not recommended for survey control.
 OB0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0152.See file dsdata.txt to determine how the superseded data were derived.
 OB0152
 OB0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ374555(NAD 83)
 OB0152_MARKER: DD = SURVEY DISK
 OB0152_SETTING: 66 = SET IN ROCK OUTCROP
 OB0152_SP_SET: BEDROCK
 OB0152_STAMPING: 2 M 1941 41
 OB0152_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0152+STABILITY: POSITION/ELEVATION WELL
 OB0152
 OB0152  HISTORY     - Date     Condition        Report By
 OB0152  HISTORY     - 1941     MONUMENTED       USGS
 OB0152  HISTORY     - 1963     GOOD             NGS
 OB0152  HISTORY     - 1977     GOOD             LOCENG
 OB0152  HISTORY     - 20040507 GOOD             USPSQD
 OB0152
 OB0152                          STATION DESCRIPTION
 OB0152
 OB0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 OB0152'4.6 MI S FROM WOOLWICH.
 OB0152'ABOUT 4.35 MILES SOUTH ALONG STATE HIGHWAY 127 FROM THE SOUTHWEST END
 OB0152'OF THE STATE HIGHWAY 127 BRIDGE OVER THE MAINE CENTRAL RAILROAD AT
 OB0152'WOOLWICH, THENCE 0.25 MILE SOUTH ALONG OLD STATE HIGHWAY 127, NEAR A Y
 OB0152'JUNCTION FORMED BY THE OLD HIGHWAY AND A BLACK TOP ROAD LEADING
 OB0152'SOUTHERLY, SET ON THE TOP OF A LARGE FLAT PART OF EXPOSED BEDROCK, 29
 OB0152'FEET EAST OF THE CENTER LINE OF THE OLD HIGHWAY, 62 FEET SOUTH OF THE
 OB0152'APPROXIMATE CENTER OF THE Y JUNCTION, 32 FEET SOUTH OF A VERY LARGE
 OB0152'LONE PINE TREE AND ABOUT 3 FEET ABOVE THE LEVEL OF THE OLD HIGHWAY.
 OB0152
 OB0152                          STATION RECOVERY (1977)
 OB0152
 OB0152'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 OB0152'RECOVERED IN GOOD CONDITION.
 OB0152
 OB0152                          STATION RECOVERY (2004)
 OB0152
 OB0152'RECOVERY NOTE BY US POWER SQUADRON 2004 (AHE)
 OB0152'OLD HIGHWAY 127 IS KNOWN AS BALD HEAD RD. AND INTERSECTS WITH INDIAN
 OB0152'REST RD. 0.2 MILE FROM RT.127.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1152 ***********************************************************************
 QG1152  DESIGNATION -  2 S USGS
 QG1152  PID         -  QG1152
 QG1152  STATE/COUNTY-  ME/PENOBSCOT
 QG1152  USGS QUAD   -  SEBOEIS (1988)
 QG1152
 QG1152                         *CURRENT SURVEY CONTROL
 QG1152  ___________________________________________________________________
 QG1152* NAD 83(1986)-  45 16 15.     (N)    068 41 22.     (W)     SCALED    
 QG1152* NAVD 88     -        49.804  (meters)     163.40   (feet)  ADJUSTED  
 QG1152  ___________________________________________________________________
 QG1152  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 QG1152  DYNAMIC HT  -          49.803 (meters)     163.40  (feet)  COMP
 QG1152  MODELED GRAV-     980,609.8   (mgal)                       NAVD 88
 QG1152
 QG1152  VERT ORDER  -  FIRST     CLASS II
 QG1152
 QG1152.The horizontal coordinates were scaled from a topographic map and have
 QG1152.an estimated accuracy of +/- 6 seconds.
 QG1152
 QG1152.The orthometric height was determined by differential leveling
 QG1152.and adjusted by the National Geodetic Survey in June 1991..
 QG1152
 QG1152.The geoid height was determined by GEOID03.
 QG1152
 QG1152.The dynamic height is computed by dividing the NAVD 88
 QG1152.geopotential number by the normal gravity value computed on the
 QG1152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1152.degrees latitude (g = 980.6199 gals.).
 QG1152
 QG1152.The modeled gravity was interpolated from observed gravity values.
 QG1152
 QG1152;                    North         East    Units  Estimated Accuracy
 QG1152;SPC ME E     -   178,260.      285,140.      MT  (+/- 180 meters Scaled)
 QG1152
 QG1152                          SUPERSEDED SURVEY CONTROL
 QG1152
 QG1152.No superseded survey control is available for this station.
 QG1152
 QG1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL243130(NAD 83)
 QG1152_MARKER: DB = BENCH MARK DISK
 QG1152_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QG1152_SP_SET: BRIDGE ABUTMENT
 QG1152_STAMPING: 2 S 1940 164 FEET
 QG1152_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG1152
 QG1152  HISTORY     - Date     Condition        Report By
 QG1152  HISTORY     - 1940     MONUMENTED       USGS
 QG1152  HISTORY     - 1978     GOOD             NGS
 QG1152
 QG1152                          STATION DESCRIPTION
 QG1152
 QG1152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1152'HOWLAND.
 QG1152'2.20 MILES NORTHWEST ALONG STATE HIGHWAY 116 FROM THE NORTH END OF THE
 QG1152'LARGE STATE HIGHWAY 116 BRIDGE OVER THE PISCATAQUIS RIVER AT HOWLAND
 QG1152'TO THE Y-JUNCTION OF OLD STATE HIGHWAY 16, THENCE 0.70 MILES WEST
 QG1152'ALONG OLD STATE HIGHWAY 16 TO A BRIDGE CROSSING THE SEBOEIS STREAM,
 QG1152'11.5 FT. NORTHEAST FROM THE CENTER LINE OF THE HIGHWAY, IN THE TOP
 QG1152'OF THE EAST ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1150 ***********************************************************************
 PE1150  DESIGNATION -  20
 PE1150  PID         -  PE1150
 PE1150  STATE/COUNTY-  ME/KENNEBEC
 PE1150  USGS QUAD   -  AUGUSTA (1991)
 PE1150
 PE1150                         *CURRENT SURVEY CONTROL
 PE1150  ___________________________________________________________________
 PE1150* NAD 83(1986)-  44 19 03.     (N)    069 47 36.     (W)     SCALED    
 PE1150* NAVD 88     -       106.933  (meters)     350.83   (feet)  ADJUSTED  
 PE1150  ___________________________________________________________________
 PE1150  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 PE1150  DYNAMIC HT  -         106.923 (meters)     350.80  (feet)  COMP
 PE1150  MODELED GRAV-     980,521.3   (mgal)                       NAVD 88
 PE1150
 PE1150  VERT ORDER  -  SECOND    CLASS 0
 PE1150
 PE1150.The horizontal coordinates were scaled from a topographic map and have
 PE1150.an estimated accuracy of +/- 6 seconds.
 PE1150
 PE1150.The orthometric height was determined by differential leveling
 PE1150.and adjusted by the National Geodetic Survey in June 1991..
 PE1150
 PE1150.The geoid height was determined by GEOID03.
 PE1150
 PE1150.The dynamic height is computed by dividing the NAVD 88
 PE1150.geopotential number by the normal gravity value computed on the
 PE1150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1150.degrees latitude (g = 980.6199 gals.).
 PE1150
 PE1150.The modeled gravity was interpolated from observed gravity values.
 PE1150
 PE1150;                    North         East    Units  Estimated Accuracy
 PE1150;SPC ME W     -   164,960.      929,780.      MT  (+/- 180 meters Scaled)
 PE1150
 PE1150                          SUPERSEDED SURVEY CONTROL
 PE1150
 PE1150  NGVD 29 (??/??/92)  107.153  (m)          351.55   (f) ADJ UNCH    2 0
 PE1150
 PE1150.Superseded values are not recommended for survey control.
 PE1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1150.See file dsdata.txt to determine how the superseded data were derived.
 PE1150
 PE1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK367074(NAD 83)
 PE1150_MARKER: DB = BENCH MARK DISK
 PE1150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1150_STAMPING: NO 20
 PE1150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1150+STABILITY: SURFACE MOTION
 PE1150
 PE1150  HISTORY     - Date     Condition        Report By
 PE1150  HISTORY     - UNK      MONUMENTED       MEGS
 PE1150  HISTORY     - 1957     GOOD             NGS
 PE1150  HISTORY     - 1974     MARK NOT FOUND   USGS
 PE1150
 PE1150                          STATION DESCRIPTION
 PE1150
 PE1150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 PE1150'1 MI NW FROM AUGUSTA.
 PE1150'1.0 MILE NORTHWEST ALONG STATE HIGHWAY 100 FROM THE STATE
 PE1150'CAPITOL AT AUGUSTA, KENNEBEC COUNTY, 0.3 MILE NORTHWEST TO
 PE1150'THE AUGUSTA AIRPORT, 54.8 FEET EAST OF THE NORTHEAST CORNER
 PE1150'OF THE ORDINANCE BUILDING, AND 28 FEET WEST OF THE CENTERLINE
 PE1150'OF THE IMPROVED ROAD TO THE BLAINE MEMORIAL.  A STATE SURVEY
 PE1150'STANDARD DISK, STAMPED NO. 20 AND SET IN THE TOP OF A CONCRETE
 PE1150'POST PROJECTING 10 INCHES ABOVE GROUND.
 PE1150
 PE1150                          STATION RECOVERY (1974)
 PE1150
 PE1150'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 PE1150'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0658 ***********************************************************************
 RF0658  DESIGNATION -  20 JHS
 RF0658  PID         -  RF0658
 RF0658  STATE/COUNTY-  ME/AROOSTOOK
 RF0658  USGS QUAD   -  BLUE BROOK (1986)
 RF0658
 RF0658                         *CURRENT SURVEY CONTROL
 RF0658  ___________________________________________________________________
 RF0658* NAD 83(1986)-  46 48 46.     (N)    069 28 15.     (W)     SCALED    
 RF0658* NAVD 88     -       377.154  (meters)    1237.38   (feet)  ADJUSTED  
 RF0658  ___________________________________________________________________
 RF0658  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 RF0658  DYNAMIC HT  -         377.180 (meters)    1237.46  (feet)  COMP
 RF0658  MODELED GRAV-     980,672.6   (mgal)                       NAVD 88
 RF0658
 RF0658  VERT ORDER  -  SECOND    CLASS II
 RF0658
 RF0658.The horizontal coordinates were scaled from a topographic map and have
 RF0658.an estimated accuracy of +/- 6 seconds.
 RF0658
 RF0658.The orthometric height was determined by differential leveling
 RF0658.and adjusted by the National Geodetic Survey in June 1991..
 RF0658
 RF0658.The geoid height was determined by GEOID03.
 RF0658
 RF0658.The dynamic height is computed by dividing the NAVD 88
 RF0658.geopotential number by the normal gravity value computed on the
 RF0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0658.degrees latitude (g = 980.6199 gals.).
 RF0658
 RF0658.The modeled gravity was interpolated from observed gravity values.
 RF0658
 RF0658;                    North         East    Units  Estimated Accuracy
 RF0658;SPC ME E     -   350,070.      225,910.      MT  (+/- 180 meters Scaled)
 RF0658
 RF0658                          SUPERSEDED SURVEY CONTROL
 RF0658
 RF0658.No superseded survey control is available for this station.
 RF0658
 RF0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM640844(NAD 83)
 RF0658_MARKER: DD = SURVEY DISK
 RF0658_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RF0658+WITH SETTING: INFORMATION.
 RF0658_SP_SET: SHALLOW-SET METAL ROD
 RF0658_STAMPING: 20 JHS 1984
 RF0658_MARK LOGO: USGS  
 RF0658_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RF0658
 RF0658  HISTORY     - Date     Condition        Report By
 RF0658  HISTORY     - 1984     MONUMENTED       USGS-M
 RF0658
 RF0658                          STATION DESCRIPTION
 RF0658
 RF0658'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1984
 RF0658'14.2 MI NORTH FROM CLAYTON LAKE.
 RF0658'CLAYTON LAKE POST OFFICE, 0.8 MI (1.3 KM) NW. OF THENCE 18.6 MI
 RF0658'(29.9 KM) N. ALONG MAIN TRAVELED RD. TO JCT. WITH E.-W. RD. AND BM 17
 RF0658'JHS 1984 THENCE 2.6 MI (4.2 KM) E., 4.9 MI (7.9 KM) ESE. OF BRIDGE
 RF0658'OVER THE ST. JOHN RIVER, 2 MI (3.2 KM) S. OF NE. COR. OF T. 13, R. 14,
 RF0658'WELS, 83 FT (25.3 M) S., 100 FT (30.5 M) E. AND 1.5 FT (0.46 M) HIGHER
 RF0658'THAN Y-RD. SE., 3 FT (0.91 M) N. OF A WITNESS POST, A STANDARD ROD
 RF0658'SUPPORTED TABLET CENTERED IN PLASTIC PIPE AT GROUND LEVEL.
 RF0658'THE MARK IS 1.5 FT ABOVE THE Y-ROAD SE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0620 ***********************************************************************
 RF0620  DESIGNATION -  20 JHS USGS
 RF0620  PID         -  RF0620
 RF0620  STATE/COUNTY-  ME/AROOSTOOK
 RF0620  USGS QUAD   -  BIG BROOK LAKE (1986)
 RF0620
 RF0620                         *CURRENT SURVEY CONTROL
 RF0620  ___________________________________________________________________
 RF0620* NAD 83(1986)-  46 51 04.     (N)    069 01 25.     (W)     SCALED    
 RF0620* NAVD 88     -       378.020  (meters)    1240.22   (feet)  ADJUSTED  
 RF0620  ___________________________________________________________________
 RF0620  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 RF0620  DYNAMIC HT  -         378.043 (meters)    1240.30  (feet)  COMP
 RF0620  MODELED GRAV-     980,663.9   (mgal)                       NAVD 88
 RF0620
 RF0620  VERT ORDER  -  SECOND    CLASS II
 RF0620
 RF0620.The horizontal coordinates were scaled from a topographic map and have
 RF0620.an estimated accuracy of +/- 6 seconds.
 RF0620
 RF0620.The orthometric height was determined by differential leveling
 RF0620.and adjusted by the National Geodetic Survey in June 1991..
 RF0620
 RF0620.The geoid height was determined by GEOID03.
 RF0620
 RF0620.The dynamic height is computed by dividing the NAVD 88
 RF0620.geopotential number by the normal gravity value computed on the
 RF0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0620.degrees latitude (g = 980.6199 gals.).
 RF0620
 RF0620.The modeled gravity was interpolated from observed gravity values.
 RF0620
 RF0620;                    North         East    Units  Estimated Accuracy
 RF0620;SPC ME E     -   354,010.      260,070.      MT  (+/- 180 meters Scaled)
 RF0620
 RF0620                          SUPERSEDED SURVEY CONTROL
 RF0620
 RF0620.No superseded survey control is available for this station.
 RF0620
 RF0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM982886(NAD 83)
 RF0620_MARKER: DB = BENCH MARK DISK
 RF0620_SETTING: 66 = SET IN ROCK OUTCROP
 RF0620_SP_SET: ROCK OUTCROP
 RF0620_STAMPING: 20 JHS 1983
 RF0620_MARK LOGO: USGS  
 RF0620_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0620+STABILITY: POSITION/ELEVATION WELL
 RF0620
 RF0620  HISTORY     - Date     Condition        Report By
 RF0620  HISTORY     - 1983     MONUMENTED       USGS-M
 RF0620
 RF0620                          STATION DESCRIPTION
 RF0620
 RF0620'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1983
 RF0620'33.1 MI WNW FROM PORTAGE.
 RF0620'30.3 MI (48.8 KM) WEST ALONG FISH RIVER LAKE ROAD FROM PORTAGE,
 RF0620'THENCE 1.9 MI (3.1 KM) SOUTH AND WEST ALONG A ROAD TO A ROAD LEADING
 RF0620'SOUTHEAST, THENCE 0.9 MI (1.4 KM) SOUTHEAST TO BM ON THE LEFT, 0.5 MI
 RF0620'(0.8 KM) NORTHWEST OF BIG BROOK LAKE, ABOUT 0.6 MI (1 KM) SOUTHEAST OF
 RF0620'ABANDONED LOGGING CAMP, 1.1 MI (1.8 KM) NORTH AND 3 MI (4.8 KM) EAST
 RF0620'OF SOUTHWEST CORNER T. 14 R. 10 WELS., 41 FT (12.5 M) SOUTHEAST OF THE
 RF0620'CREST OF A HILL, 28 FT (8.5 M) NORTHEAST OF ROAD, 1.8 FT (0.55 M)
 RF0620'NORTHEAST OF WITNESS POST EMBEDDED IN ROCK OUTCROP, 4.5 FT (1.4 M)
 RF0620'BELOW THE ROAD, SET IN THE TOP OF A ROCK OUTCROP, A STANDARD TABLET
 RF0620'STAMPED 20 JHS 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0236 ***********************************************************************
 OB0236  DESIGNATION -  20 M 47
 OB0236  PID         -  OB0236
 OB0236  STATE/COUNTY-  ME/CUMBERLAND
 OB0236  USGS QUAD   -  ORRS ISLAND (1997)
 OB0236
 OB0236                         *CURRENT SURVEY CONTROL
 OB0236  ___________________________________________________________________
 OB0236* NAD 83(1986)-  43 49 20.     (N)    069 55 07.     (W)     SCALED    
 OB0236* NAVD 88     -        14.085  (meters)      46.21   (feet)  ADJUSTED  
 OB0236  ___________________________________________________________________
 OB0236  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 OB0236  DYNAMIC HT  -          14.083 (meters)      46.20  (feet)  COMP
 OB0236  MODELED GRAV-     980,521.6   (mgal)                       NAVD 88
 OB0236
 OB0236  VERT ORDER  -  SECOND    CLASS 0
 OB0236
 OB0236.The horizontal coordinates were scaled from a topographic map and have
 OB0236.an estimated accuracy of +/- 6 seconds.
 OB0236
 OB0236.The orthometric height was determined by differential leveling
 OB0236.and adjusted by the National Geodetic Survey in June 1991..
 OB0236
 OB0236.The geoid height was determined by GEOID03.
 OB0236
 OB0236.The dynamic height is computed by dividing the NAVD 88
 OB0236.geopotential number by the normal gravity value computed on the
 OB0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0236.degrees latitude (g = 980.6199 gals.).
 OB0236
 OB0236.The modeled gravity was interpolated from observed gravity values.
 OB0236
 OB0236;                    North         East    Units  Estimated Accuracy
 OB0236;SPC ME W     -   109,890.      919,950.      MT  (+/- 180 meters Scaled)
 OB0236
 OB0236                          SUPERSEDED SURVEY CONTROL
 OB0236
 OB0236  NGVD 29 (??/??/92)   14.283  (m)           46.86   (f) ADJ UNCH    2 0
 OB0236
 OB0236.Superseded values are not recommended for survey control.
 OB0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0236.See file dsdata.txt to determine how the superseded data were derived.
 OB0236
 OB0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ261525(NAD 83)
 OB0236_MARKER: DD = SURVEY DISK
 OB0236_SETTING: 66 = SET IN ROCK OUTCROP
 OB0236_SP_SET: ROCK LEDGE
 OB0236_STAMPING: 20 M 1941 47
 OB0236_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0236+STABILITY: POSITION/ELEVATION WELL
 OB0236
 OB0236  HISTORY     - Date     Condition        Report By
 OB0236  HISTORY     - 1941     MONUMENTED       USGS
 OB0236  HISTORY     - 1943     GOOD             NGS
 OB0236  HISTORY     - 1978     GOOD             LOCSUR
 OB0236
 OB0236                          STATION DESCRIPTION
 OB0236
 OB0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 OB0236'5.8 MI NE FROM ORRS ISLAND.
 OB0236'5.8 MILES NORTHEAST ALONG STATE HIGHWAY 24 FROM THE POST OFFICE AT
 OB0236'ORRS ISLAND, CUMBERLAND COUNTY, 2.6 MILES SOUTHWEST OF GRUNET BRIDGE,
 OB0236'AT DYER COVE, 61.4 FEET SOUTHEAST OF THE SCHOOL BUILDING, 15 FEET
 OB0236'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 12.4 FEET SOUTHWEST OF
 OB0236'POLE 313, IN THE NORTHEAST END OF A LEDGE OF ROCK, AND ABOUT 2 FEET
 OB0236'HIGHER THAN THE ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 OB0236'DISK, STAMPED 20 M 1941 47.
 OB0236
 OB0236                          STATION RECOVERY (1978)
 OB0236
 OB0236'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 OB0236'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1150 ***********************************************************************
 OC1150  DESIGNATION -  200
 OC1150  PID         -  OC1150
 OC1150  STATE/COUNTY-  ME/CUMBERLAND
 OC1150  USGS QUAD   -  PORTLAND WEST (1978)
 OC1150
 OC1150                         *CURRENT SURVEY CONTROL
 OC1150  ___________________________________________________________________
 OC1150* NAD 83(1986)-  43 38 46.     (N)    070 17 26.     (W)     SCALED    
 OC1150* NAVD 88     -         5.530  (meters)      18.14   (feet)  ADJUSTED  
 OC1150  ___________________________________________________________________
 OC1150  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 OC1150  DYNAMIC HT  -           5.529 (meters)      18.14  (feet)  COMP
 OC1150  MODELED GRAV-     980,499.1   (mgal)                       NAVD 88
 OC1150
 OC1150  VERT ORDER  -  SECOND    CLASS I
 OC1150
 OC1150.The horizontal coordinates were scaled from a topographic map and have
 OC1150.an estimated accuracy of +/- 6 seconds.
 OC1150
 OC1150.The orthometric height was determined by differential leveling
 OC1150.and adjusted by the National Geodetic Survey in June 1991..
 OC1150
 OC1150.The geoid height was determined by GEOID03.
 OC1150
 OC1150.The dynamic height is computed by dividing the NAVD 88
 OC1150.geopotential number by the normal gravity value computed on the
 OC1150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1150.degrees latitude (g = 980.6199 gals.).
 OC1150
 OC1150.The modeled gravity was interpolated from observed gravity values.
 OC1150
 OC1150;                    North         East    Units  Estimated Accuracy
 OC1150;SPC ME W     -    90,300.      890,010.      MT  (+/- 180 meters Scaled)
 OC1150
 OC1150                          SUPERSEDED SURVEY CONTROL
 OC1150
 OC1150  NGVD 29 (??/??/92)    5.746  (m)           18.85   (f) ADJ UNCH    2 1
 OC1150
 OC1150.Superseded values are not recommended for survey control.
 OC1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1150.See file dsdata.txt to determine how the superseded data were derived.
 OC1150
 OC1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ959333(NAD 83)
 OC1150_MARKER: DD = SURVEY DISK
 OC1150_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC1150_SP_SET: BRIDGE
 OC1150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC1150
 OC1150  HISTORY     - Date     Condition        Report By
 OC1150  HISTORY     - UNK      MONUMENTED       MEDT
 OC1150  HISTORY     - 1974     GOOD             MEDT
 OC1150  HISTORY     - 19910226 GOOD             USPSQD
 OC1150
 OC1150                          STATION DESCRIPTION
 OC1150
 OC1150'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 OC1150'IN PORTLAND.
 OC1150'A MAINE STATE HIGHWAY COMMISSION DISK SET FLUSH IN THE NORTH ABUTMENT
 OC1150'(PORTLAND SIDE) OF THE I-295 BRIDGE OVER FORE RIVER, MIDWAY BETWEEN
 OC1150'THE NORTHBOUND AND SOUTHBOUND LANES OF I-295, 6.7 FEET BELOW THE
 OC1150'CENTERLINE OF I-295 SOUTHBOUND, 7.3 FEET BELOW THE TOP OF THE CONCRETE
 OC1150'RETAINING WALL AND 22 FEET SOUTHEAST OF THE FORE RIVER SIGN.
 OC1150
 OC1150                          STATION RECOVERY (1991)
 OC1150
 OC1150'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OC1150'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1151 ***********************************************************************
 OC1151  DESIGNATION -  200 EAST
 OC1151  PID         -  OC1151
 OC1151  STATE/COUNTY-  ME/CUMBERLAND
 OC1151  USGS QUAD   -  PORTLAND WEST (1978)
 OC1151
 OC1151                         *CURRENT SURVEY CONTROL
 OC1151  ___________________________________________________________________
 OC1151* NAD 83(1986)-  43 38 46.     (N)    070 17 26.     (W)     SCALED    
 OC1151* NAVD 88     -         8.463  (meters)      27.77   (feet)  ADJUSTED  
 OC1151  ___________________________________________________________________
 OC1151  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 OC1151  DYNAMIC HT  -           8.462 (meters)      27.76  (feet)  COMP
 OC1151  MODELED GRAV-     980,499.1   (mgal)                       NAVD 88
 OC1151
 OC1151  VERT ORDER  -  SECOND    CLASS I
 OC1151
 OC1151.The horizontal coordinates were scaled from a topographic map and have
 OC1151.an estimated accuracy of +/- 6 seconds.
 OC1151
 OC1151.The orthometric height was determined by differential leveling
 OC1151.and adjusted by the National Geodetic Survey in June 1991..
 OC1151
 OC1151.The geoid height was determined by GEOID03.
 OC1151
 OC1151.The dynamic height is computed by dividing the NAVD 88
 OC1151.geopotential number by the normal gravity value computed on the
 OC1151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1151.degrees latitude (g = 980.6199 gals.).
 OC1151
 OC1151.The modeled gravity was interpolated from observed gravity values.
 OC1151
 OC1151;                    North         East    Units  Estimated Accuracy
 OC1151;SPC ME W     -    90,300.      890,010.      MT  (+/- 180 meters Scaled)
 OC1151
 OC1151                          SUPERSEDED SURVEY CONTROL
 OC1151
 OC1151  NGVD 29 (??/??/92)    8.679  (m)           28.47   (f) ADJ UNCH    2 1
 OC1151
 OC1151.Superseded values are not recommended for survey control.
 OC1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1151.See file dsdata.txt to determine how the superseded data were derived.
 OC1151
 OC1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ959333(NAD 83)
 OC1151_MARKER: DD = SURVEY DISK
 OC1151_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC1151_SP_SET: BRIDGE
 OC1151_STAMPING: 200 EAST 2-3-73
 OC1151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC1151
 OC1151  HISTORY     - Date     Condition        Report By
 OC1151  HISTORY     - 1973     MONUMENTED       MEDT
 OC1151  HISTORY     - 1974     GOOD             MEDT
 OC1151  HISTORY     - 19910226 GOOD             USPSQD
 OC1151
 OC1151                          STATION DESCRIPTION
 OC1151
 OC1151'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 OC1151'IN PORTLAND.
 OC1151'A MAINE STATE HIGHWAY COMMISSION DISK SET FLUSH IN THE TOP OF THE
 OC1151'CONCRETE ENDWALL RAILING AT THE NORTHEAST END (PORTLAND SIDE) OF THE
 OC1151'I-295 BRIDGE OVER FORE RIVER, 24.8 FEET EAST OF THE CENTERLINE OF
 OC1151'I-295 NORTHBOUND, 64 FEET SOUTHEAST OF THE FORE RIVER SIGN, 5.5 FEET
 OC1151'SOUTH OF END OF GRANITE CURBING, 1.5 FEET NORTH OF THE NORTH END OF
 OC1151'THE ALUMINUM GUARD RAIL AND 3.5 FEET ABOVE THE PAVEMENT GRADE AT THE
 OC1151'CURB LINE.
 OC1151
 OC1151                          STATION RECOVERY (1991)
 OC1151
 OC1151'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OC1151'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1152 ***********************************************************************
 OC1152  DESIGNATION -  200 WEST
 OC1152  PID         -  OC1152
 OC1152  STATE/COUNTY-  ME/CUMBERLAND
 OC1152  USGS QUAD   -  PORTLAND WEST (1978)
 OC1152
 OC1152                         *CURRENT SURVEY CONTROL
 OC1152  ___________________________________________________________________
 OC1152* NAD 83(1986)-  43 38 46.     (N)    070 17 26.     (W)     SCALED    
 OC1152* NAVD 88     -         8.421  (meters)      27.63   (feet)  ADJUSTED  
 OC1152  ___________________________________________________________________
 OC1152  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 OC1152  DYNAMIC HT  -           8.420 (meters)      27.62  (feet)  COMP
 OC1152  MODELED GRAV-     980,499.1   (mgal)                       NAVD 88
 OC1152
 OC1152  VERT ORDER  -  SECOND    CLASS I
 OC1152
 OC1152.The horizontal coordinates were scaled from a topographic map and have
 OC1152.an estimated accuracy of +/- 6 seconds.
 OC1152
 OC1152.The orthometric height was determined by differential leveling
 OC1152.and adjusted by the National Geodetic Survey in June 1991..
 OC1152
 OC1152.The geoid height was determined by GEOID03.
 OC1152
 OC1152.The dynamic height is computed by dividing the NAVD 88
 OC1152.geopotential number by the normal gravity value computed on the
 OC1152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1152.degrees latitude (g = 980.6199 gals.).
 OC1152
 OC1152.The modeled gravity was interpolated from observed gravity values.
 OC1152
 OC1152;                    North         East    Units  Estimated Accuracy
 OC1152;SPC ME W     -    90,300.      890,010.      MT  (+/- 180 meters Scaled)
 OC1152
 OC1152                          SUPERSEDED SURVEY CONTROL
 OC1152
 OC1152  NGVD 29 (??/??/92)    8.637  (m)           28.34   (f) ADJ UNCH    2 1
 OC1152
 OC1152.Superseded values are not recommended for survey control.
 OC1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1152.See file dsdata.txt to determine how the superseded data were derived.
 OC1152
 OC1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ959333(NAD 83)
 OC1152_MARKER: DD = SURVEY DISK
 OC1152_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC1152_SP_SET: BRIDGE
 OC1152_STAMPING: 200 WEST 2-3-73
 OC1152_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC1152
 OC1152  HISTORY     - Date     Condition        Report By
 OC1152  HISTORY     - 1973     MONUMENTED       MEDT
 OC1152  HISTORY     - 1974     GOOD             MEDT
 OC1152  HISTORY     - 19910226 GOOD             USPSQD
 OC1152
 OC1152                          STATION DESCRIPTION
 OC1152
 OC1152'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 OC1152'IN PORTLAND.
 OC1152'A MAINE STATE HIGHWAY COMMISSION DISK SET FLUSH IN THE TOP OF THE
 OC1152'CONCRETE ENDWALL RAILING AT THE NORTHWEST END (PORTLAND SIDE) OF THE
 OC1152'I-295 BRIDGE OVER THE FORE RIVER, 21.7 FEET SOUTH OF THE
 OC1152'PORTLAND-SOUTH PORTLAND CITY LINE SIGN, 1.3 FEET NORTH OF THE NORTH
 OC1152'END OF THE ALUMINUM GUARD RAIL ALONG THE UPSTREAM SIDE OF THE BRIDGE,
 OC1152'AND 24.7 FEET WEST OF THE CENTERLINE OF I-295 SOUTHBOUND AND 3.5 FEET
 OC1152'ABOVE THE PAVEMENT GRADE AT THE CURB LINE.
 OC1152
 OC1152                          STATION RECOVERY (1991)
 OC1152
 OC1152'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OC1152'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0893 ***********************************************************************
 PE0893  DESIGNATION -  202
 PE0893  PID         -  PE0893
 PE0893  STATE/COUNTY-  ME/KNOX
 PE0893  USGS QUAD   -  CAMDEN (1991)
 PE0893
 PE0893                         *CURRENT SURVEY CONTROL
 PE0893  ___________________________________________________________________
 PE0893* NAD 83(1986)-  44 12 32.     (N)    069 03 57.     (W)     SCALED    
 PE0893* NAVD 88     -        13.763  (meters)      45.15   (feet)  ADJUSTED  
 PE0893  ___________________________________________________________________
 PE0893  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 PE0893  DYNAMIC HT  -          13.761 (meters)      45.15  (feet)  COMP
 PE0893  MODELED GRAV-     980,525.5   (mgal)                       NAVD 88
 PE0893
 PE0893  VERT ORDER  -  SECOND    CLASS 0
 PE0893
 PE0893.The horizontal coordinates were scaled from a topographic map and have
 PE0893.an estimated accuracy of +/- 6 seconds.
 PE0893
 PE0893.The orthometric height was determined by differential leveling
 PE0893.and adjusted by the National Geodetic Survey in June 1991..
 PE0893
 PE0893.The geoid height was determined by GEOID03.
 PE0893
 PE0893.The dynamic height is computed by dividing the NAVD 88
 PE0893.geopotential number by the normal gravity value computed on the
 PE0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0893.degrees latitude (g = 980.6199 gals.).
 PE0893
 PE0893.The modeled gravity was interpolated from observed gravity values.
 PE0893
 PE0893;                    North         East    Units  Estimated Accuracy
 PE0893;SPC ME E     -    60,400.      254,780.      MT  (+/- 180 meters Scaled)
 PE0893
 PE0893                          SUPERSEDED SURVEY CONTROL
 PE0893
 PE0893  NGVD 29 (??/??/92)   13.976  (m)           45.85   (f) ADJ UNCH    2 0
 PE0893
 PE0893.Superseded values are not recommended for survey control.
 PE0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0893.See file dsdata.txt to determine how the superseded data were derived.
 PE0893
 PE0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ947950(NAD 83)
 PE0893_MARKER: DD = SURVEY DISK
 PE0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0893_SP_SET: CONCRETE POST
 PE0893_STAMPING: 202
 PE0893_MARK LOGO: MEGS  
 PE0893_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0893+STABILITY: SURFACE MOTION
 PE0893
 PE0893  HISTORY     - Date     Condition        Report By
 PE0893  HISTORY     - UNK      MONUMENTED       MEGS
 PE0893  HISTORY     - 1962     GOOD             NGS
 PE0893  HISTORY     - 19930709 MARK NOT FOUND   LOCENG
 PE0893
 PE0893                          STATION DESCRIPTION
 PE0893
 PE0893'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PE0893'AT CAMDEN.
 PE0893'AT CAMDEN, IN A PUBLIC PARK JUST WEST OF THE POST OFFICE, 101.5
 PE0893'FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE POST OFFICE
 PE0893'BUILDING, 97 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE POST
 PE0893'OFFICE BUILDING, 28.5 FEET WEST OF THE WEST CURB LINE OF
 PE0893'CHESTNUT STREET, 2 FEET SOUTH OF THE SOUTH END OF THE TOP GRANITE
 PE0893'STEP LEADING TO THE PARK FROM THE STREET, 3 FEET ABOVE THE
 PE0893'LEVEL OF THE SIDEWALK, SET IN THE TOP OF A CONCRETE POST 1 INCH
 PE0893'UNDERGROUND.  NOTE-- AT PENOBSCOT BAY, MAINE.
 PE0893
 PE0893                          STATION RECOVERY (1993)
 PE0893
 PE0893'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993
 PE0893'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0143 ***********************************************************************
 PE0143  DESIGNATION -  204
 PE0143  PID         -  PE0143
 PE0143  STATE/COUNTY-  ME/HANCOCK
 PE0143  USGS QUAD   -  BEECH HILL POND (1981)
 PE0143
 PE0143                         *CURRENT SURVEY CONTROL
 PE0143  ___________________________________________________________________
 PE0143* NAD 83(1986)-  44 40 09.     (N)    068 25 41.     (W)     SCALED    
 PE0143* NAVD 88     -        62.054  (meters)     203.59   (feet)  ADJUSTED  
 PE0143  ___________________________________________________________________
 PE0143  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 PE0143  DYNAMIC HT  -          62.051 (meters)     203.58  (feet)  COMP
 PE0143  MODELED GRAV-     980,559.0   (mgal)                       NAVD 88
 PE0143
 PE0143  VERT ORDER  -  SECOND    CLASS 0
 PE0143
 PE0143.The horizontal coordinates were scaled from a topographic map and have
 PE0143.an estimated accuracy of +/- 6 seconds.
 PE0143
 PE0143.The orthometric height was determined by differential leveling
 PE0143.and adjusted by the National Geodetic Survey in June 1991..
 PE0143
 PE0143.The geoid height was determined by GEOID03.
 PE0143
 PE0143.The dynamic height is computed by dividing the NAVD 88
 PE0143.geopotential number by the normal gravity value computed on the
 PE0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0143.degrees latitude (g = 980.6199 gals.).
 PE0143
 PE0143.The modeled gravity was interpolated from observed gravity values.
 PE0143
 PE0143;                    North         East    Units  Estimated Accuracy
 PE0143;SPC ME E     -   111,390.      305,710.      MT  (+/- 180 meters Scaled)
 PE0143
 PE0143                          SUPERSEDED SURVEY CONTROL
 PE0143
 PE0143  NGVD 29 (??/??/92)   62.24   (m)          204.2    (f) COMPUTED    2 0
 PE0143
 PE0143.Superseded values are not recommended for survey control.
 PE0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0143.See file dsdata.txt to determine how the superseded data were derived.
 PE0143
 PE0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK453463(NAD 83)
 PE0143_MARKER: DD = SURVEY DISK
 PE0143_SETTING: 80 = SET IN A BOULDER
 PE0143_SP_SET: BOULDER
 PE0143_STAMPING: ME 204
 PE0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0143+STABILITY: SURFACE MOTION
 PE0143
 PE0143  HISTORY     - Date     Condition        Report By
 PE0143  HISTORY     - 1908     MONUMENTED       USGS
 PE0143  HISTORY     - 1935     GOOD             NGS
 PE0143
 PE0143                          STATION DESCRIPTION
 PE0143
 PE0143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PE0143'4 MI S FROM OTIS.
 PE0143'4 MILES SOUTH OF THE CROSS ROADS AT OTIS, 0.3 MILE NORTH OF
 PE0143'OTIS-ELLSWORTH TOWN LINE, 50 YDS, SOUTH OF OLD AND NEW ROAD
 PE0143'JUNCTION, 16 FT. EAST OF CENTERLINE OF HY., BRONZE TABLET SET IN
 PE0143'TOP OF A BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0094 ***********************************************************************
 PF0094  DESIGNATION -  204
 PF0094  PID         -  PF0094
 PF0094  STATE/COUNTY-  ME/ANDROSCOGGIN
 PF0094  USGS QUAD   -  LEWISTON (1979)
 PF0094
 PF0094                         *CURRENT SURVEY CONTROL
 PF0094  ___________________________________________________________________
 PF0094* NAD 83(1986)-  44 04 01.     (N)    070 14 27.     (W)     SCALED    
 PF0094* NAVD 88     -        63.033  (meters)     206.80   (feet)  ADJUSTED  
 PF0094  ___________________________________________________________________
 PF0094  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 PF0094  DYNAMIC HT  -          63.026 (meters)     206.78  (feet)  COMP
 PF0094  MODELED GRAV-     980,505.3   (mgal)                       NAVD 88
 PF0094
 PF0094  VERT ORDER  -  FIRST     CLASS I
 PF0094
 PF0094.The horizontal coordinates were scaled from a topographic map and have
 PF0094.an estimated accuracy of +/- 6 seconds.
 PF0094
 PF0094.The orthometric height was determined by differential leveling
 PF0094.and adjusted by the National Geodetic Survey in June 1991..
 PF0094
 PF0094.The geoid height was determined by GEOID03.
 PF0094
 PF0094.The dynamic height is computed by dividing the NAVD 88
 PF0094.geopotential number by the normal gravity value computed on the
 PF0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0094.degrees latitude (g = 980.6199 gals.).
 PF0094
 PF0094.The modeled gravity was interpolated from observed gravity values.
 PF0094
 PF0094;                    North         East    Units  Estimated Accuracy
 PF0094;SPC ME W     -   137,050.      894,060.      MT  (+/- 180 meters Scaled)
 PF0094
 PF0094                          SUPERSEDED SURVEY CONTROL
 PF0094
 PF0094  NGVD 29 (??/??/92)   63.223  (m)          207.42   (f) ADJ UNCH    1 1
 PF0094
 PF0094.Superseded values are not recommended for survey control.
 PF0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0094.See file dsdata.txt to determine how the superseded data were derived.
 PF0094
 PF0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ006800(NAD 83)
 PF0094_MARKER: DD = SURVEY DISK
 PF0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PF0094_SP_SET: STONE MILEPOST
 PF0094_STAMPING: 207.424 AUGUSTA MAINE 1905
 PF0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0094+STABILITY: SURFACE MOTION
 PF0094
 PF0094  HISTORY     - Date     Condition        Report By
 PF0094  HISTORY     - 1905     MONUMENTED       USGS
 PF0094  HISTORY     - 1966     GOOD             NGS
 PF0094
 PF0094                          STATION DESCRIPTION
 PF0094
 PF0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PF0094'2.2 MI SW FROM AUBURN.
 PF0094'ABOUT 2.25 MILES SOUTHWEST ALONG THE MAINE CENTRAL RAILROAD
 PF0094'FROM THE CROSSING OF COURT STREET AT AUBURN, AT MILEPOST P 34- V
 PF0094'220, SET VERTICALLY IN THE CENTER OF THE SOUTH FACE OF THE
 PF0094'STONE MILEPOST, 8.4 FEET EAST OF THE EAST RAIL, AND ABOUT
 PF0094'LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0142 ***********************************************************************
 PE0142  DESIGNATION -  204 USGS RESET 1938
 PE0142  PID         -  PE0142
 PE0142  STATE/COUNTY-  ME/HANCOCK
 PE0142  USGS QUAD   -  BEECH HILL POND (1981)
 PE0142
 PE0142                         *CURRENT SURVEY CONTROL
 PE0142  ___________________________________________________________________
 PE0142* NAD 83(1986)-  44 40 09.     (N)    068 25 41.     (W)     SCALED    
 PE0142* NAVD 88     -        63.16   (+/-2cm)     207.2    (feet)  VERTCON   
 PE0142  ___________________________________________________________________
 PE0142  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 PE0142
 PE0142  VERT ORDER  -  THIRD (See Below)
 PE0142
 PE0142.The horizontal coordinates were scaled from a topographic map and have
 PE0142.an estimated accuracy of +/- 6 seconds.
 PE0142
 PE0142.The NAVD 88 height was computed by applying the VERTCON shift value to
 PE0142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PE0142.The vertical order pertains to the NGVD 29 superseded value.
 PE0142
 PE0142.The geoid height was determined by GEOID03.
 PE0142
 PE0142;                    North         East    Units  Estimated Accuracy
 PE0142;SPC ME E     -   111,390.      305,710.      MT  (+/- 180 meters Scaled)
 PE0142
 PE0142                          SUPERSEDED SURVEY CONTROL
 PE0142
 PE0142  NGVD 29 (??/??/??)   63.35   (m)          207.8    (f) RESET       3  
 PE0142
 PE0142.Superseded values are not recommended for survey control.
 PE0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0142.See file dsdata.txt to determine how the superseded data were derived.
 PE0142
 PE0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK453463(NAD 83)
 PE0142_MARKER: DD = SURVEY DISK
 PE0142_SETTING: 80 = SET IN A BOULDER
 PE0142_SP_SET: BOULDER
 PE0142_STAMPING: RESET 1938
 PE0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0142+STABILITY: SURFACE MOTION
 PE0142
 PE0142  HISTORY     - Date     Condition        Report By
 PE0142  HISTORY     - 1938     MONUMENTED       MEHD
 PE0142
 PE0142                          STATION DESCRIPTION
 PE0142
 PE0142'DESCRIBED BY MAINE HIGHWAY DEPARTMENT (NOW MEDT) 1938
 PE0142'3.6 MI S FROM OTIS.
 PE0142'3.6 MILES SOUTH ALONG STATE HIGHWAY 180 FROM THE CROSSROADS AT
 PE0142'OTIS, HANCOCK COUNTY, 0.3 MILE NORTH OF THE OTIS-ELLSWORTH TOWN
 PE0142'LINE, AT A ROAD JUNCTION, AND IN THE TOP OF A BOULDER.  A
 PE0142'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED RESET 1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1018 ***********************************************************************
 PE1018  DESIGNATION -  206
 PE1018  PID         -  PE1018
 PE1018  STATE/COUNTY-  ME/KNOX
 PE1018  USGS QUAD   -  WEST ROCKPORT (1988)
 PE1018
 PE1018                         *CURRENT SURVEY CONTROL
 PE1018  ___________________________________________________________________
 PE1018* NAD 83(1986)-  44 10 52.     (N)    069 08 07.     (W)     SCALED    
 PE1018* NAVD 88     -        62.937  (meters)     206.49   (feet)  ADJUSTED  
 PE1018  ___________________________________________________________________
 PE1018  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 PE1018  DYNAMIC HT  -          62.931 (meters)     206.47  (feet)  COMP
 PE1018  MODELED GRAV-     980,514.5   (mgal)                       NAVD 88
 PE1018
 PE1018  VERT ORDER  -  SECOND    CLASS 0
 PE1018
 PE1018.The horizontal coordinates were scaled from a topographic map and have
 PE1018.an estimated accuracy of +/- 6 seconds.
 PE1018
 PE1018.The orthometric height was determined by differential leveling
 PE1018.and adjusted by the National Geodetic Survey in June 1991..
 PE1018
 PE1018.The geoid height was determined by GEOID03.
 PE1018
 PE1018.The dynamic height is computed by dividing the NAVD 88
 PE1018.geopotential number by the normal gravity value computed on the
 PE1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1018.degrees latitude (g = 980.6199 gals.).
 PE1018
 PE1018.The modeled gravity was interpolated from observed gravity values.
 PE1018
 PE1018;                    North         East    Units  Estimated Accuracy
 PE1018;SPC ME E     -    57,350.      249,210.      MT  (+/- 180 meters Scaled)
 PE1018
 PE1018                          SUPERSEDED SURVEY CONTROL
 PE1018
 PE1018  NGVD 29 (??/??/92)   63.15   (m)          207.2    (f) COMPUTED    2 0
 PE1018
 PE1018.Superseded values are not recommended for survey control.
 PE1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1018.See file dsdata.txt to determine how the superseded data were derived.
 PE1018
 PE1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ891919(NAD 83)
 PE1018_MARKER: DB = BENCH MARK DISK
 PE1018_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE1018_SP_SET: CULVERT
 PE1018_STAMPING: 206 FT
 PE1018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE1018
 PE1018  HISTORY     - Date     Condition        Report By
 PE1018  HISTORY     - UNK      MONUMENTED       MEGS
 PE1018  HISTORY     - 1935     GOOD             NGS
 PE1018  HISTORY     - 1955     MARK NOT FOUND   NGS
 PE1018
 PE1018                          STATION DESCRIPTION
 PE1018
 PE1018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PE1018'AT WEST ROCKPORT.
 PE1018'206 IS LOCATED 90 YDS. SOUTH OF CENTERLINE OF ST. HY. 137, ON
 PE1018'NORTHEAST CORNER OF CONCRETE HIGHWAY CULVERT UNDER ST. HY. 17.
 PE1018'TABLET SET FLUSH WITH SURFACE OF CONCRETE.
 PE1018
 PE1018                          STATION RECOVERY (1955)
 PE1018
 PE1018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 PE1018'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1019 ***********************************************************************
 PE1019  DESIGNATION -  206 MEGS RESET 1955
 PE1019  PID         -  PE1019
 PE1019  STATE/COUNTY-  ME/KNOX
 PE1019  USGS QUAD   -  WEST ROCKPORT (1988)
 PE1019
 PE1019                         *CURRENT SURVEY CONTROL
 PE1019  ___________________________________________________________________
 PE1019* NAD 83(1986)-  44 10 52.     (N)    069 08 07.     (W)     SCALED    
 PE1019* NAVD 88     -        62.93   (+/-2cm)     206.5    (feet)  VERTCON   
 PE1019  ___________________________________________________________________
 PE1019  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 PE1019
 PE1019  VERT ORDER  -  THIRD (See Below)
 PE1019
 PE1019.The horizontal coordinates were scaled from a topographic map and have
 PE1019.an estimated accuracy of +/- 6 seconds.
 PE1019
 PE1019.The NAVD 88 height was computed by applying the VERTCON shift value to
 PE1019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PE1019.The vertical order pertains to the NGVD 29 superseded value.
 PE1019
 PE1019.The geoid height was determined by GEOID03.
 PE1019
 PE1019;                    North         East    Units  Estimated Accuracy
 PE1019;SPC ME E     -    57,350.      249,210.      MT  (+/- 180 meters Scaled)
 PE1019
 PE1019                          SUPERSEDED SURVEY CONTROL
 PE1019
 PE1019  NGVD 29 (??/??/??)   63.14   (m)          207.2    (f) RESET       3  
 PE1019
 PE1019.Superseded values are not recommended for survey control.
 PE1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1019.See file dsdata.txt to determine how the superseded data were derived.
 PE1019
 PE1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ891919(NAD 83)
 PE1019_MARKER: DD = SURVEY DISK
 PE1019_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE1019_SP_SET: CULVERT
 PE1019_STAMPING: 206 RESET 1955
 PE1019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE1019
 PE1019  HISTORY     - Date     Condition        Report By
 PE1019  HISTORY     - 1955     MONUMENTED       MEHD
 PE1019  HISTORY     - 1957     GOOD             NGS
 PE1019  HISTORY     - 19910606 MARK NOT FOUND   USPSQD
 PE1019
 PE1019                          STATION DESCRIPTION
 PE1019
 PE1019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 PE1019'AT WEST ROCKPORT.
 PE1019'AT WEST ROCKPORT, IN THE TOP OF THE SOUTHEAST CORNER OF A CONCRETE
 PE1019'CULVERT UNDER STATE HIGHWAY 17, FLUSH WITH THE CONCRETE, AND
 PE1019'ABOUT 90 YARDS SOUTH OF THE CENTERLINE OF STATE HIGHWAY 137.
 PE1019
 PE1019                          STATION RECOVERY (1991)
 PE1019
 PE1019'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 PE1019'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0069 ***********************************************************************
 PD0069  DESIGNATION -  21
 PD0069  PID         -  PD0069
 PD0069  STATE/COUNTY-  ME/WASHINGTON
 PD0069  USGS QUAD   -  WHITING (1977)
 PD0069
 PD0069                         *CURRENT SURVEY CONTROL
 PD0069  ___________________________________________________________________
 PD0069* NAD 83(1986)-  44 47 24.     (N)    067 10 04.     (W)     SCALED    
 PD0069* NAVD 88     -         6.078  (meters)      19.94   (feet)  ADJUSTED  
 PD0069  ___________________________________________________________________
 PD0069  GEOID HEIGHT-         -22.53  (meters)                     GEOID03
 PD0069  DYNAMIC HT  -           6.078 (meters)      19.94  (feet)  COMP
 PD0069  MODELED GRAV-     980,611.7   (mgal)                       NAVD 88
 PD0069
 PD0069  VERT ORDER  -  SECOND    CLASS 0
 PD0069
 PD0069.The horizontal coordinates were scaled from a topographic map and have
 PD0069.an estimated accuracy of +/- 6 seconds.
 PD0069
 PD0069.The orthometric height was determined by differential leveling
 PD0069.and adjusted by the National Geodetic Survey in June 1991..
 PD0069
 PD0069.The geoid height was determined by GEOID03.
 PD0069
 PD0069.The dynamic height is computed by dividing the NAVD 88
 PD0069.geopotential number by the normal gravity value computed on the
 PD0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0069.degrees latitude (g = 980.6199 gals.).
 PD0069
 PD0069.The modeled gravity was interpolated from observed gravity values.
 PD0069
 PD0069;                    North         East    Units  Estimated Accuracy
 PD0069;SPC ME E     -   125,670.      405,410.      MT  (+/- 180 meters Scaled)
 PD0069
 PD0069                          SUPERSEDED SURVEY CONTROL
 PD0069
 PD0069  NGVD 29 (??/??/92)    6.293  (m)           20.65   (f) ADJ UNCH    2 0
 PD0069
 PD0069.Superseded values are not recommended for survey control.
 PD0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0069.See file dsdata.txt to determine how the superseded data were derived.
 PD0069
 PD0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK449612(NAD 83)
 PD0069_MARKER: DB = BENCH MARK DISK
 PD0069_SETTING: 66 = SET IN ROCK OUTCROP
 PD0069_SP_SET: ROCK OUTCROP
 PD0069_STAMPING: MAINE 1907
 PD0069_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0069+STABILITY: POSITION/ELEVATION WELL
 PD0069
 PD0069  HISTORY     - Date     Condition        Report By
 PD0069  HISTORY     - 1907     MONUMENTED       USGS
 PD0069  HISTORY     - 1935     GOOD             NGS
 PD0069  HISTORY     - 1946     GOOD             NGS
 PD0069
 PD0069                          STATION DESCRIPTION
 PD0069
 PD0069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PD0069'0.5 MI NE FROM WHITING.
 PD0069'0.5 MILE NORTHEAST ALONG STATE HIGHWAY 189 FROM THE JUNCTION
 PD0069'OF U.S. HIGHWAY 1 AT WHITING, WASHINGTON COUNTY, 8 FEET NORTHEAST
 PD0069'OF A 30-INCH CORRUGATED-IRON CULVERT, 19 FEET NORTH OF THE
 PD0069'CENTER LINE OF THE HIGHWAY, IN THE TOP OF A ROCK OUTCROP NEAR
 PD0069'A SMALL BROOK, AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.  A UNITED
 PD0069'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED MAINE 1907.
 PD0069
 PD0069                          STATION RECOVERY (1946)
 PD0069
 PD0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 PD0069'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1201 ***********************************************************************
 PE1201  DESIGNATION -  21
 PE1201  PID         -  PE1201
 PE1201  STATE/COUNTY-  ME/KENNEBEC
 PE1201  USGS QUAD   -  AUGUSTA (1991)
 PE1201
 PE1201                         *CURRENT SURVEY CONTROL
 PE1201  ___________________________________________________________________
 PE1201* NAD 83(1986)-  44 18 37.     (N)    069 46 45.     (W)     SCALED    
 PE1201* NAVD 88     -        37.585  (meters)     123.31   (feet)  ADJUSTED  
 PE1201  ___________________________________________________________________
 PE1201  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 PE1201  DYNAMIC HT  -          37.581 (meters)     123.30  (feet)  COMP
 PE1201  MODELED GRAV-     980,521.5   (mgal)                       NAVD 88
 PE1201
 PE1201  VERT ORDER  -  SECOND    CLASS 0
 PE1201
 PE1201.The horizontal coordinates were scaled from a topographic map and have
 PE1201.an estimated accuracy of +/- 6 seconds.
 PE1201
 PE1201.The orthometric height was determined by differential leveling
 PE1201.and adjusted by the National Geodetic Survey in June 1991..
 PE1201
 PE1201.The geoid height was determined by GEOID03.
 PE1201
 PE1201.The dynamic height is computed by dividing the NAVD 88
 PE1201.geopotential number by the normal gravity value computed on the
 PE1201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1201.degrees latitude (g = 980.6199 gals.).
 PE1201
 PE1201.The modeled gravity was interpolated from observed gravity values.
 PE1201
 PE1201;                    North         East    Units  Estimated Accuracy
 PE1201;SPC ME W     -   164,160.      930,920.      MT  (+/- 180 meters Scaled)
 PE1201
 PE1201                          SUPERSEDED SURVEY CONTROL
 PE1201
 PE1201  NGVD 29 (??/??/92)   37.803  (m)          124.03   (f) ADJ UNCH    2 0
 PE1201
 PE1201.Superseded values are not recommended for survey control.
 PE1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1201.See file dsdata.txt to determine how the superseded data were derived.
 PE1201
 PE1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK378066(NAD 83)
 PE1201_MARKER: DD = SURVEY DISK
 PE1201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1201_STAMPING: NO 21
 PE1201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1201+STABILITY: SURFACE MOTION
 PE1201
 PE1201  HISTORY     - Date     Condition        Report By
 PE1201  HISTORY     - UNK      MONUMENTED       MEGS
 PE1201  HISTORY     - 1935     GOOD             NGS
 PE1201  HISTORY     - 1974     MARK NOT FOUND   NGS
 PE1201
 PE1201                          STATION DESCRIPTION
 PE1201
 PE1201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PE1201'AT AUGUSTA.
 PE1201'AT AUGUSTA, KENNEBEC COUNTY, AT THE INTERSECTION OF GROVE AND
 PE1201'STATE STREETS, AT THE WEST CORNER OF THE CITY PARK, AND 1.3 FEET
 PE1201'EAST OF THE CURB OF STATE STREET.  A STATE SURVEY STANDARD DISK,
 PE1201'STAMPED NO. 21 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 PE1201'THE GROUND.  NOTE-- ATTEMPTED RECOVERY WAS UNSUCCESSFULL.  A
 PE1201'FAIRLY RECENT ASPHALT SIDEWALK (OR OVERLAYMENT) MAY BE CONCEALING
 PE1201'THE MARK.  THE SIDEWALK IS APPROXIMATELY THREE FEET WIDE AND
 PE1201'EXTENDS FROM THE CURBING INWARD TO THE CENTER OF THE PARK AROUND
 PE1201'THE PERIMETER.
 PE1201
 PE1201                          STATION RECOVERY (1974)
 PE1201
 PE1201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 PE1201'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0659 ***********************************************************************
 RF0659  DESIGNATION -  21 JHS
 RF0659  PID         -  RF0659
 RF0659  STATE/COUNTY-  ME/AROOSTOOK
 RF0659  USGS QUAD   -  BLUE BROOK (1986)
 RF0659
 RF0659                         *CURRENT SURVEY CONTROL
 RF0659  ___________________________________________________________________
 RF0659* NAD 83(1986)-  46 49 12.     (N)    069 27 07.     (W)     SCALED    
 RF0659* NAVD 88     -       384.418  (meters)    1261.21   (feet)  ADJUSTED  
 RF0659  ___________________________________________________________________
 RF0659  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 RF0659  DYNAMIC HT  -         384.446 (meters)    1261.30  (feet)  COMP
 RF0659  MODELED GRAV-     980,674.3   (mgal)                       NAVD 88
 RF0659
 RF0659  VERT ORDER  -  SECOND    CLASS II
 RF0659
 RF0659.The horizontal coordinates were scaled from a topographic map and have
 RF0659.an estimated accuracy of +/- 6 seconds.
 RF0659
 RF0659.The orthometric height was determined by differential leveling
 RF0659.and adjusted by the National Geodetic Survey in June 1991..
 RF0659
 RF0659.The geoid height was determined by GEOID03.
 RF0659
 RF0659.The dynamic height is computed by dividing the NAVD 88
 RF0659.geopotential number by the normal gravity value computed on the
 RF0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0659.degrees latitude (g = 980.6199 gals.).
 RF0659
 RF0659.The modeled gravity was interpolated from observed gravity values.
 RF0659
 RF0659;                    North         East    Units  Estimated Accuracy
 RF0659;SPC ME E     -   350,860.      227,360.      MT  (+/- 180 meters Scaled)
 RF0659
 RF0659                          SUPERSEDED SURVEY CONTROL
 RF0659
 RF0659.No superseded survey control is available for this station.
 RF0659
 RF0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM655852(NAD 83)
 RF0659_MARKER: DD = SURVEY DISK
 RF0659_SETTING: 66 = SET IN ROCK OUTCROP
 RF0659_SP_SET: ROCK OUTCROP
 RF0659_STAMPING: 21 JHS 1984
 RF0659_MARK LOGO: USGS  
 RF0659_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0659+STABILITY: POSITION/ELEVATION WELL
 RF0659
 RF0659  HISTORY     - Date     Condition        Report By
 RF0659  HISTORY     - 1984     MONUMENTED       USGS-M
 RF0659
 RF0659                          STATION DESCRIPTION
 RF0659
 RF0659'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1984
 RF0659'14.9 MI NNE FROM CLAYTON LAKE.
 RF0659'CLAYTON LAKE POST OFFICE, 0.8 MI (1.3 KM) NW. OF THENCE 18.6 MI
 RF0659'(29.9 KM) N. ALONG MAIN TRAVELED RD. TO JCT. WITH E.-W. RD. AND BM 17
 RF0659'JHS 1984 THENCE 3.7 MI (6 KM) E., 6 MI (9.7 KM) ESE. OF BRIDGE OVER
 RF0659'THE ST. JOHN RIVER, 1.4 MI (2.3 KM) S. AND 0.7 MI (1.1 KM) E. OF NW.
 RF0659'COR. OF T. 13, R. 13, WELS, 98 FT (29.9 M) SW. ALONG TRAIL (OLD RD.
 RF0659'BED) THENCE 9 FT (2.7 M) SE. AND 4.7 FT (1.4 M) LOWER THAN Y-RD.
 RF0659'FORMED BY OLD RD. BED, 6.5 FT (2 M) NW. OF WITNESS POST, SET IN BED
 RF0659'ROCK, FLUSH WITH GROUND.
 RF0659'THE MARK IS 4.7 FT BELOW THE Y-ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0621 ***********************************************************************
 RF0621  DESIGNATION -  21 JHS USGS
 RF0621  PID         -  RF0621
 RF0621  STATE/COUNTY-  ME/AROOSTOOK
 RF0621  USGS QUAD   -  BIG BROOK LAKE (1986)
 RF0621
 RF0621                         *CURRENT SURVEY CONTROL
 RF0621  ___________________________________________________________________
 RF0621* NAD 83(1986)-  46 51 17.     (N)    069 02 26.     (W)     SCALED    
 RF0621* NAVD 88     -       387.738  (meters)    1272.10   (feet)  ADJUSTED  
 RF0621  ___________________________________________________________________
 RF0621  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 RF0621  DYNAMIC HT  -         387.763 (meters)    1272.19  (feet)  COMP
 RF0621  MODELED GRAV-     980,665.6   (mgal)                       NAVD 88
 RF0621
 RF0621  VERT ORDER  -  SECOND    CLASS II
 RF0621
 RF0621.The horizontal coordinates were scaled from a topographic map and have
 RF0621.an estimated accuracy of +/- 6 seconds.
 RF0621
 RF0621.The orthometric height was determined by differential leveling
 RF0621.and adjusted by the National Geodetic Survey in June 1991..
 RF0621
 RF0621.The geoid height was determined by GEOID03.
 RF0621
 RF0621.The dynamic height is computed by dividing the NAVD 88
 RF0621.geopotential number by the normal gravity value computed on the
 RF0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0621.degrees latitude (g = 980.6199 gals.).
 RF0621
 RF0621.The modeled gravity was interpolated from observed gravity values.
 RF0621
 RF0621;                    North         East    Units  Estimated Accuracy
 RF0621;SPC ME E     -   354,420.      258,780.      MT  (+/- 180 meters Scaled)
 RF0621
 RF0621                          SUPERSEDED SURVEY CONTROL
 RF0621
 RF0621.No superseded survey control is available for this station.
 RF0621
 RF0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM969890(NAD 83)
 RF0621_MARKER: DB = BENCH MARK DISK
 RF0621_SETTING: 80 = SET IN A BOULDER
 RF0621_SP_SET: BOULDER
 RF0621_STAMPING: 21 JHS 1983
 RF0621_MARK LOGO: USGS  
 RF0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0621+STABILITY: SURFACE MOTION
 RF0621
 RF0621  HISTORY     - Date     Condition        Report By
 RF0621  HISTORY     - 1983     MONUMENTED       USGS-M
 RF0621
 RF0621                          STATION DESCRIPTION
 RF0621
 RF0621'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1983
 RF0621'32.2 MI WNW FROM PORTAGE.
 RF0621'30.3 MI (48.8 KM) WEST ALONG FISH RIVER LAKE ROAD FROM PORTAGE,
 RF0621'THENCE 1.9 MI (3 KM) SOUTH AND WEST ALONG A ROAD TO BM ON THE LEFT,
 RF0621'ABOUT 1.4 MI (2.3 KM) NORTHWEST OF BIG BROOK LAKE, 20 FT (6.1 M)
 RF0621'NORTHEAST OF A SMALL CULVERT, 47 FT (14.3 M) SOUTHEAST OF ROAD, 10 FT
 RF0621'(3 M) NORTH OF SMALL BROOK, SET IN THE TOP OF A 8- BY 3-FOOT PARTLY
 RF0621'BURIED BOULDER PROJECTING 3 FEET ABOVE THE GROUND, 1.7 FT (0.5 M)
 RF0621'ABOVE THE ROAD, A USGS TABLET STAMPED 21 JHS 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0231 ***********************************************************************
 OB0231  DESIGNATION -  21 M 16
 OB0231  PID         -  OB0231
 OB0231  STATE/COUNTY-  ME/CUMBERLAND
 OB0231  USGS QUAD   -  ORRS ISLAND (1997)
 OB0231
 OB0231                         *CURRENT SURVEY CONTROL
 OB0231  ___________________________________________________________________
 OB0231* NAD 83(1986)-  43 51 29.     (N)    069 54 49.     (W)     SCALED    
 OB0231* NAVD 88     -         4.577  (meters)      15.02   (feet)  ADJUSTED  
 OB0231  ___________________________________________________________________
 OB0231  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 OB0231  DYNAMIC HT  -           4.576 (meters)      15.01  (feet)  COMP
 OB0231  MODELED GRAV-     980,522.7   (mgal)                       NAVD 88
 OB0231
 OB0231  VERT ORDER  -  SECOND    CLASS 0
 OB0231
 OB0231.The horizontal coordinates were scaled from a topographic map and have
 OB0231.an estimated accuracy of +/- 6 seconds.
 OB0231
 OB0231.The orthometric height was determined by differential leveling
 OB0231.and adjusted by the National Geodetic Survey in June 1991..
 OB0231
 OB0231.The geoid height was determined by GEOID03.
 OB0231
 OB0231.The dynamic height is computed by dividing the NAVD 88
 OB0231.geopotential number by the normal gravity value computed on the
 OB0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0231.degrees latitude (g = 980.6199 gals.).
 OB0231
 OB0231.The modeled gravity was interpolated from observed gravity values.
 OB0231
 OB0231;                    North         East    Units  Estimated Accuracy
 OB0231;SPC ME W     -   113,870.      920,340.      MT  (+/- 180 meters Scaled)
 OB0231
 OB0231                          SUPERSEDED SURVEY CONTROL
 OB0231
 OB0231  NGVD 29 (??/??/92)    4.776  (m)           15.67   (f) ADJ UNCH    2 0
 OB0231
 OB0231.Superseded values are not recommended for survey control.
 OB0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0231.See file dsdata.txt to determine how the superseded data were derived.
 OB0231
 OB0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ265565(NAD 83)
 OB0231_MARKER: DD = SURVEY DISK
 OB0231_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OB0231_SP_SET: GUARDRAIL
 OB0231_STAMPING: 21 M 1941 16
 OB0231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OB0231
 OB0231  HISTORY     - Date     Condition        Report By
 OB0231  HISTORY     - 1941     MONUMENTED       USGS
 OB0231  HISTORY     - 1957     GOOD             NGS
 OB0231  HISTORY     - 1978     GOOD             LOCENG
 OB0231  HISTORY     - 20040617 MARK NOT FOUND   USPSQD
 OB0231
 OB0231                          STATION DESCRIPTION
 OB0231
 OB0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OB0231'4.9 MI SE FROM BRUNSWICK.
 OB0231'4.9 MILES SOUTHEAST ALONG STATE HIGHWAY 24 FROM THE MAINE CENTRAL
 OB0231'RAILROAD STATION AT BRUNSWICK, CUMBERLAND COUNTY, AT GURNET BRIDGE, IN
 OB0231'THE TOP OF THE WEST CONCRETE GUARDRAIL, 50 FEET SOUTH OF THE CENTER OF
 OB0231'THE BRIDGE, AND 10.3 FEET WEST OF THE CENTER LINE OF THE HIGHWAY. A
 OB0231'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 21 M 1941 16.
 OB0231
 OB0231                          STATION RECOVERY (1978)
 OB0231
 OB0231'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 OB0231'RECOVERED IN GOOD CONDITION.
 OB0231
 OB0231                          STATION RECOVERY (2004)
 OB0231
 OB0231'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMW)
 OB0231'NEW DIRECTIONS. FROM THE INTERSECTION OF OLD RT. 1 AND RT 24 IN COOKS
 OB0231'CORNER, GO SOUTH ABOUT 3.6 MILES TO THE BRIDGE. THERE IS NO MARK ON
 OB0231'THE TOP OF THE CONCRETE GUARD RAIL. NEAR THE BASE OF THE CONCRETE
 OB0231'GUARD THERE IS A DISC WHICH IS NOT READABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0052 ***********************************************************************
 QG0052  DESIGNATION -  213 USGS
 QG0052  PID         -  QG0052
 QG0052  STATE/COUNTY-  ME/PENOBSCOT
 QG0052  USGS QUAD   -  MATTAWAMKEAG (1988)
 QG0052
 QG0052                         *CURRENT SURVEY CONTROL
 QG0052  ___________________________________________________________________
 QG0052* NAD 83(1986)-  45 31 04.     (N)    068 20 59.     (W)     SCALED    
 QG0052* NAVD 88     -        64.673  (meters)     212.18   (feet)  ADJUSTED  
 QG0052  ___________________________________________________________________
 QG0052  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 QG0052  DYNAMIC HT  -          64.674 (meters)     212.18  (feet)  COMP
 QG0052  MODELED GRAV-     980,630.7   (mgal)                       NAVD 88
 QG0052
 QG0052  VERT ORDER  -  FIRST     CLASS II
 QG0052
 QG0052.The horizontal coordinates were scaled from a topographic map and have
 QG0052.an estimated accuracy of +/- 6 seconds.
 QG0052
 QG0052.The orthometric height was determined by differential leveling
 QG0052.and adjusted by the National Geodetic Survey in June 1991..
 QG0052
 QG0052.The geoid height was determined by GEOID03.
 QG0052
 QG0052.The dynamic height is computed by dividing the NAVD 88
 QG0052.geopotential number by the normal gravity value computed on the
 QG0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0052.degrees latitude (g = 980.6199 gals.).
 QG0052
 QG0052.The modeled gravity was interpolated from observed gravity values.
 QG0052
 QG0052;                    North         East    Units  Estimated Accuracy
 QG0052;SPC ME E     -   205,690.      311,740.      MT  (+/- 180 meters Scaled)
 QG0052
 QG0052                          SUPERSEDED SURVEY CONTROL
 QG0052
 QG0052  NGVD 29 (??/??/92)   64.84   (m)          212.7    (f) COMPUTED    1 2
 QG0052
 QG0052.Superseded values are not recommended for survey control.
 QG0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0052.See file dsdata.txt to determine how the superseded data were derived.
 QG0052
 QG0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL507406(NAD 83)
 QG0052_MARKER: DD = SURVEY DISK
 QG0052_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QG0052_SP_SET: ABUTMENT
 QG0052_STAMPING: 213 BANGOR
 QG0052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG0052
 QG0052  HISTORY     - Date     Condition        Report By
 QG0052  HISTORY     - UNK      MONUMENTED       USGS
 QG0052  HISTORY     - 1942     GOOD             NGS
 QG0052  HISTORY     - 1978     MARK NOT FOUND   NGS
 QG0052  HISTORY     - 1978     MARK NOT FOUND   NGS
 QG0052  HISTORY     - 1978     MARK NOT FOUND   NGS
 QG0052
 QG0052                          STATION DESCRIPTION
 QG0052
 QG0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 QG0052'0.1 MI NE FROM MATTAWAMKEAG.
 QG0052'BENCH MARK IS ALONG THE MAINE CENTRAL RAILROAD ABOUT 0.1 MILE
 QG0052'NORTHEAST OF THE STATION AT MATTAWAMKEAG, AT THE SOUTHWEST END OF
 QG0052'THE RAILROAD BRIDGE OVER THE MATTAWAMKEAG RIVER, IT IS 10.5 FEET
 QG0052'SOUTHEAST OF AND ABOUT 4.0 FEET BELOW THE CENTERLINE OF THE TRACK,
 QG0052'AND SET HORIZONTALLY IN TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 QG0052'STONE ABUTMENT OF THE BRIDGE.  A U.S.G.S. ALUMINUM DISK SET IN
 QG0052'DRILL HOLE.
 QG0052
 QG0052                          STATION RECOVERY (1978)
 QG0052
 QG0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0052'MARK SEARCHED FOR BUT NOT FOUND THE SOUTH ABUTMENT AND STEEL SUPPORTS
 QG0052'HAVE BEEN HEAVYLY TARED IN RECENT YEARS.
 QG0052
 QG0052                          STATION RECOVERY (1978)
 QG0052
 QG0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0052'MARK SEARCHED FOR BUT NOT FOUND THE SOUTH ABUTMENT AND STEEL SUPPORTS
 QG0052'HAVE BEEN HEAVYLY TARED IN RECENT YEARS.
 QG0052
 QG0052                          STATION RECOVERY (1978)
 QG0052
 QG0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0052'MARK SEARCHED FOR BUT NOT FOUND THE SOUTH ABUTMENT AND STEEL SUPPORTS
 QG0052'HAVE BEEN HEAVYLY TARED IN RECENT YEARS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0130 ***********************************************************************
 OC0130  DESIGNATION -  216
 OC0130  PID         -  OC0130
 OC0130  STATE/COUNTY-  ME/CUMBERLAND
 OC0130  USGS QUAD   -  NORTH WINDHAM (1977)
 OC0130
 OC0130                         *CURRENT SURVEY CONTROL
 OC0130  ___________________________________________________________________
 OC0130* NAD 83(1986)-  43 45 04.     (N)    070 27 48.     (W)     SCALED    
 OC0130* NAVD 88     -        65.712  (meters)     215.59   (feet)  ADJUSTED  
 OC0130  ___________________________________________________________________
 OC0130  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 OC0130  DYNAMIC HT  -          65.703 (meters)     215.56  (feet)  COMP
 OC0130  MODELED GRAV-     980,485.4   (mgal)                       NAVD 88
 OC0130
 OC0130  VERT ORDER  -  FIRST     CLASS II
 OC0130
 OC0130.The horizontal coordinates were scaled from a topographic map and have
 OC0130.an estimated accuracy of +/- 6 seconds.
 OC0130
 OC0130.The orthometric height was determined by differential leveling
 OC0130.and adjusted by the National Geodetic Survey in June 1991..
 OC0130
 OC0130.The geoid height was determined by GEOID03.
 OC0130
 OC0130.The dynamic height is computed by dividing the NAVD 88
 OC0130.geopotential number by the normal gravity value computed on the
 OC0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0130.degrees latitude (g = 980.6199 gals.).
 OC0130
 OC0130.The modeled gravity was interpolated from observed gravity values.
 OC0130
 OC0130;                    North         East    Units  Estimated Accuracy
 OC0130;SPC ME W     -   102,000.      876,110.      MT  (+/- 180 meters Scaled)
 OC0130
 OC0130                          SUPERSEDED SURVEY CONTROL
 OC0130
 OC0130  NGVD 29 (??/??/92)   65.911  (m)          216.24   (f) ADJ UNCH    1 2
 OC0130
 OC0130.Superseded values are not recommended for survey control.
 OC0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0130.See file dsdata.txt to determine how the superseded data were derived.
 OC0130
 OC0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ821452(NAD 83)
 OC0130_MARKER: DD = SURVEY DISK
 OC0130_SETTING: 66 = SET IN ROCK OUTCROP
 OC0130_SP_SET: ROCK CUT
 OC0130_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC0130+STABILITY: POSITION/ELEVATION WELL
 OC0130
 OC0130  HISTORY     - Date     Condition        Report By
 OC0130  HISTORY     - UNK      MONUMENTED       USGS
 OC0130  HISTORY     - 1955     GOOD             NGS
 OC0130  HISTORY     - 1976     POOR             NGS
 OC0130
 OC0130                          STATION DESCRIPTION
 OC0130
 OC0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 OC0130'2.6 MI NW FROM SOUTH WINDHAM.
 OC0130'ABOUT 2.65 MILES NORTHWEST ALONG THE MAINE CENTRAL RAILROAD
 OC0130'FROM THE STATION AT SOUTH WINDHAM, ABOUT 0.45 MILE NORTHWEST OF
 OC0130'MILE POST P 13, AT CROSSING OF STATE HIGHWAY 95 AT WHITE ROCK,
 OC0130'AT A THRU ROCK CUT, 188 FEET EAST OF CENTER OF HIGHWAY, 6 FEET
 OC0130'NORTH OF NORTH RAIL, IN THE TOP OF A PROJECTION OF ROCK IN ROCK
 OC0130'CUT, 55 FEET EAST OF WEST END OF ROCKY PART OF CUT, 90 FEET WEST
 OC0130'OF EAST END OF ROCKY PART OF CUT, ABOUT 1 1/2 FEET ABOVE BOTTOM
 OC0130'OF DITCH AND ABOUT 1/2 FOOT ABOVE LEVEL OF TRACK.  NOTE-- THE
 OC0130'STAMPING ON DISK IS NO LONGER LEGIBLE.
 OC0130
 OC0130                          STATION RECOVERY (1976)
 OC0130
 OC0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0130'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0267 ***********************************************************************
 QG0267  DESIGNATION -  217
 QG0267  PID         -  QG0267
 QG0267  STATE/COUNTY-  ME/PENOBSCOT
 QG0267  USGS QUAD   -  NINE MEADOW RIDGE (1988)
 QG0267
 QG0267                         *CURRENT SURVEY CONTROL
 QG0267  ___________________________________________________________________
 QG0267* NAD 83(1986)-  45 26 02.     (N)    068 31 26.     (W)     SCALED    
 QG0267* NAVD 88     -        65.952  (meters)     216.38   (feet)  ADJUSTED  
 QG0267  ___________________________________________________________________
 QG0267  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 QG0267  DYNAMIC HT  -          65.952 (meters)     216.38  (feet)  COMP
 QG0267  MODELED GRAV-     980,618.5   (mgal)                       NAVD 88
 QG0267
 QG0267  VERT ORDER  -  FIRST     CLASS II
 QG0267
 QG0267.The horizontal coordinates were scaled from a topographic map and have
 QG0267.an estimated accuracy of +/- 6 seconds.
 QG0267
 QG0267.The orthometric height was determined by differential leveling
 QG0267.and adjusted by the National Geodetic Survey in June 1991..
 QG0267.WARNING-Repeat measurements at this control monument indicate possible
 QG0267.vertical movement.
 QG0267
 QG0267.The geoid height was determined by GEOID03.
 QG0267
 QG0267.The dynamic height is computed by dividing the NAVD 88
 QG0267.geopotential number by the normal gravity value computed on the
 QG0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0267.degrees latitude (g = 980.6199 gals.).
 QG0267
 QG0267.The modeled gravity was interpolated from observed gravity values.
 QG0267
 QG0267;                    North         East    Units  Estimated Accuracy
 QG0267;SPC ME E     -   196,360.      298,130.      MT  (+/- 180 meters Scaled)
 QG0267
 QG0267                          SUPERSEDED SURVEY CONTROL
 QG0267
 QG0267  NGVD 29 (??/??/92)   66.131  (m)          216.96   (f) ADJ UNCH    1 2
 QG0267
 QG0267.Superseded values are not recommended for survey control.
 QG0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0267.See file dsdata.txt to determine how the superseded data were derived.
 QG0267
 QG0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL372312(NAD 83)
 QG0267_MARKER: DD = SURVEY DISK
 QG0267_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QG0267_SP_SET: BRIDGE
 QG0267_STAMPING: 216.929
 QG0267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG0267
 QG0267  HISTORY     - Date     Condition        Report By
 QG0267  HISTORY     - UNK      MONUMENTED       USGS
 QG0267  HISTORY     - 1959     GOOD             NGS
 QG0267
 QG0267                          STATION DESCRIPTION
 QG0267
 QG0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QG0267'3.4 MI NE FROM WOODARD.
 QG0267'3.4 MILES NORTHEAST ALONG THE CANADIAN PACIFIC RAILWAY FROM
 QG0267'WOODARD, PENOBSCOT COUNTY, 2.2 MILES SOUTHWEST OF CHESTER,
 QG0267'8 POLES NORTHEAST OF A GRAVEL-ROAD CROSSING, AT MILEAGE 72.29,
 QG0267'AT THE BRIDGE OVER MEDUNKEUNK STREAM, AND IN THE TOP OF THE
 QG0267'SOUTHWEST END OF THE NORTHWEST WING WALL OF THE SOUTHWEST
 QG0267'ABUTMENT.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 QG0267'STAMPED 216.929.  NOTE-- THE DISK HAS BEEN BATTERED, BUT IT
 QG0267'IS SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1202 ***********************************************************************
 PE1202  DESIGNATION -  22
 PE1202  PID         -  PE1202
 PE1202  STATE/COUNTY-  ME/KENNEBEC
 PE1202  USGS QUAD   -  AUGUSTA (1991)
 PE1202
 PE1202                         *CURRENT SURVEY CONTROL
 PE1202  ___________________________________________________________________
 PE1202* NAD 83(1986)-  44 18 26.     (N)    069 46 56.     (W)     SCALED    
 PE1202* NAVD 88     -        38.831  (meters)     127.40   (feet)  ADJUSTED  
 PE1202  ___________________________________________________________________
 PE1202  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 PE1202  DYNAMIC HT  -          38.828 (meters)     127.39  (feet)  COMP
 PE1202  MODELED GRAV-     980,521.5   (mgal)                       NAVD 88
 PE1202
 PE1202  VERT ORDER  -  SECOND    CLASS 0
 PE1202
 PE1202.The horizontal coordinates were scaled from a topographic map and have
 PE1202.an estimated accuracy of +/- 6 seconds.
 PE1202
 PE1202.The orthometric height was determined by differential leveling
 PE1202.and adjusted by the National Geodetic Survey in June 1991..
 PE1202.WARNING-Repeat measurements at this control monument indicate possible
 PE1202.vertical movement.
 PE1202
 PE1202.The geoid height was determined by GEOID03.
 PE1202
 PE1202.The dynamic height is computed by dividing the NAVD 88
 PE1202.geopotential number by the normal gravity value computed on the
 PE1202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1202.degrees latitude (g = 980.6199 gals.).
 PE1202
 PE1202.The modeled gravity was interpolated from observed gravity values.
 PE1202
 PE1202;                    North         East    Units  Estimated Accuracy
 PE1202;SPC ME W     -   163,820.      930,670.      MT  (+/- 180 meters Scaled)
 PE1202
 PE1202                          SUPERSEDED SURVEY CONTROL
 PE1202
 PE1202  NGVD 29 (??/??/92)   39.044  (m)          128.10   (f) ADJ UNCH    2 0
 PE1202
 PE1202.Superseded values are not recommended for survey control.
 PE1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1202.See file dsdata.txt to determine how the superseded data were derived.
 PE1202
 PE1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK376062(NAD 83)
 PE1202_MARKER: DD = SURVEY DISK
 PE1202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1202_STAMPING: NO 22
 PE1202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1202+STABILITY: SURFACE MOTION
 PE1202
 PE1202  HISTORY     - Date     Condition        Report By
 PE1202  HISTORY     - UNK      MONUMENTED       MEGS
 PE1202  HISTORY     - 1935     GOOD             NGS
 PE1202  HISTORY     - 1975     GOOD             NGS
 PE1202  HISTORY     - 20021015 MARK NOT FOUND   USPSQD
 PE1202
 PE1202                          STATION DESCRIPTION
 PE1202
 PE1202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PE1202'AT AUGUSTA.
 PE1202'AT AUGUSTA, KENNEBEC COUNTY, 92 FEET NORTH OF THE NORTH SIDE OF
 PE1202'THE EAST GATE OF THE EAST STONE WALL OF THE STATE CAPITOL, 34
 PE1202'FEET WEST OF THE CENTERLINE OF STATE STREET, AND 2 FEET WEST
 PE1202'OF THE SIDEWALK.  A STATE SURVEY STANDARD DISK, STAMPED NO. 22
 PE1202'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1/2 FOOT ABOVE
 PE1202'GROUND.  NOTE-- CHECK LEVELS WERE UNSUCCESSFULLY RUN FROM NO.
 PE1202'153 (USGS).  BOTH FORWARD AND BACKWARD RUNS AGREED WITHIN 0.01
 PE1202'FT. OF EACH OTHER, YET THE DIFFERENCE BETWEEN PUBLISHED
 PE1202'ELEVATIONS AND THE CHECK LEVELS WERE ON THE ORDER OF 0.56 FT.
 PE1202'ALSO, NO. 153 (USGS) WAS SUCCESSFULLY TIED TO BM B 44 AT THE
 PE1202'AUGUSTA AIRPORT LATER THE SAME DAY.
 PE1202
 PE1202                          STATION RECOVERY (1975)
 PE1202
 PE1202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 PE1202'RECOVERED IN GOOD CONDITION.
 PE1202
 PE1202                          STATION RECOVERY (2002)
 PE1202
 PE1202'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMW)
 PE1202'THE GROUNDS OF THE CAPITOL ARE BEING REBUILT AT THE GATE. THE SIDEWALK
 PE1202'APPEARS TO HAVE BEEN RAISED SOMETIME IN THE PAST WITH THE RESULTING
 PE1202'CHANGE IN THE LAWN BETWEEN THE WALL AND WALK. COULD NOT LOCATE THE
 PE1202'MARK USING A DETECTOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0660 ***********************************************************************
 RF0660  DESIGNATION -  22 JHS
 RF0660  PID         -  RF0660
 RF0660  STATE/COUNTY-  ME/AROOSTOOK
 RF0660  USGS QUAD   -  BLUE BROOK (1986)
 RF0660
 RF0660                         *CURRENT SURVEY CONTROL
 RF0660  ___________________________________________________________________
 RF0660* NAD 83(1986)-  46 49 46.     (N)    069 26 38.     (W)     SCALED    
 RF0660* NAVD 88     -       420.390  (meters)    1379.23   (feet)  ADJUSTED  
 RF0660  ___________________________________________________________________
 RF0660  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 RF0660  DYNAMIC HT  -         420.422 (meters)    1379.33  (feet)  COMP
 RF0660  MODELED GRAV-     980,675.9   (mgal)                       NAVD 88
 RF0660
 RF0660  VERT ORDER  -  SECOND    CLASS II
 RF0660
 RF0660.The horizontal coordinates were scaled from a topographic map and have
 RF0660.an estimated accuracy of +/- 6 seconds.
 RF0660
 RF0660.The orthometric height was determined by differential leveling
 RF0660.and adjusted by the National Geodetic Survey in June 1991..
 RF0660
 RF0660.The geoid height was determined by GEOID03.
 RF0660
 RF0660.The dynamic height is computed by dividing the NAVD 88
 RF0660.geopotential number by the normal gravity value computed on the
 RF0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0660.degrees latitude (g = 980.6199 gals.).
 RF0660
 RF0660.The modeled gravity was interpolated from observed gravity values.
 RF0660
 RF0660;                    North         East    Units  Estimated Accuracy
 RF0660;SPC ME E     -   351,900.      227,990.      MT  (+/- 180 meters Scaled)
 RF0660
 RF0660                          SUPERSEDED SURVEY CONTROL
 RF0660
 RF0660.No superseded survey control is available for this station.
 RF0660
 RF0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM661863(NAD 83)
 RF0660_MARKER: DD = SURVEY DISK
 RF0660_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RF0660+WITH SETTING: INFORMATION.
 RF0660_SP_SET: SHALLOW-SET METAL ROD
 RF0660_STAMPING: 22 JHS 1984
 RF0660_MARK LOGO: USGS  
 RF0660_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RF0660
 RF0660  HISTORY     - Date     Condition        Report By
 RF0660  HISTORY     - 1984     MONUMENTED       USGS-M
 RF0660
 RF0660                          STATION DESCRIPTION
 RF0660
 RF0660'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1984
 RF0660'15.6 MI NNE FROM CLAYTON LAKE.
 RF0660'CLAYTON LAKE POST OFFICE, 0.8 MI (1.3 KM) NW. OF THENCE 18.6 MI
 RF0660'(29.9 KM) N. ALONG MAIN TRAVELED RD. TO JCT. WITH E.-W. RD. AND BM 17
 RF0660'JHS 1984 THENCE 4.5 MI (7.2 KM) E., 6.8 MI (10.9 KM) ESE. OF BRIDGE
 RF0660'OVER THE ST. JOHN RIVER, 0.7 MI (1.1 KM) S. AND 1 MI (1.6 KM) E. OF
 RF0660'NW. COR. OF T. 13, R. 13, WELS, 12 FT (3.6 M) N., 40 FT (12.2 M) W.
 RF0660'AND 0.5 FT (15.2 CM) HIGHER THAN RD. AT TRAIL SE., 2.9 FT (0.88 M) SE.
 RF0660'OF WITNESS POST, A STANDARD ROD SUPPORTED TABLET CENTERED IN PLASTIC
 RF0660'PIPE AT GROUND LEVEL.
 RF0660'THE MARK IS 0.5 FT ABOVE THE TRAIL SE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0622 ***********************************************************************
 RF0622  DESIGNATION -  22 JHS USGS
 RF0622  PID         -  RF0622
 RF0622  STATE/COUNTY-  ME/AROOSTOOK
 RF0622  USGS QUAD   -  BIG BROOK LAKE (1986)
 RF0622
 RF0622                         *CURRENT SURVEY CONTROL
 RF0622  ___________________________________________________________________
 RF0622* NAD 83(1986)-  46 51 28.     (N)    069 01 24.     (W)     SCALED    
 RF0622* NAVD 88     -       366.579  (meters)    1202.68   (feet)  ADJUSTED  
 RF0622  ___________________________________________________________________
 RF0622  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 RF0622  DYNAMIC HT  -         366.601 (meters)    1202.76  (feet)  COMP
 RF0622  MODELED GRAV-     980,664.7   (mgal)                       NAVD 88
 RF0622
 RF0622  VERT ORDER  -  SECOND    CLASS II
 RF0622
 RF0622.The horizontal coordinates were scaled from a topographic map and have
 RF0622.an estimated accuracy of +/- 6 seconds.
 RF0622
 RF0622.The orthometric height was determined by differential leveling
 RF0622.and adjusted by the National Geodetic Survey in June 1991..
 RF0622
 RF0622.The geoid height was determined by GEOID03.
 RF0622
 RF0622.The dynamic height is computed by dividing the NAVD 88
 RF0622.geopotential number by the normal gravity value computed on the
 RF0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0622.degrees latitude (g = 980.6199 gals.).
 RF0622
 RF0622.The modeled gravity was interpolated from observed gravity values.
 RF0622
 RF0622;                    North         East    Units  Estimated Accuracy
 RF0622;SPC ME E     -   354,750.      260,100.      MT  (+/- 180 meters Scaled)
 RF0622
 RF0622                          SUPERSEDED SURVEY CONTROL
 RF0622
 RF0622.No superseded survey control is available for this station.
 RF0622
 RF0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM982893(NAD 83)
 RF0622_MARKER: DB = BENCH MARK DISK
 RF0622_SETTING: 80 = SET IN A BOULDER
 RF0622_SP_SET: BOULDER
 RF0622_STAMPING: 22 JHS 1983
 RF0622_MARK LOGO: USGS  
 RF0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0622+STABILITY: SURFACE MOTION
 RF0622
 RF0622  HISTORY     - Date     Condition        Report By
 RF0622  HISTORY     - 1983     MONUMENTED       USGS-M
 RF0622
 RF0622                          STATION DESCRIPTION
 RF0622
 RF0622'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1983
 RF0622'31.3 MI WNW FROM PORTAGE.
 RF0622'30.3 MI (48.8 KM) WEST ALONG FISH RIVER LAKE ROAD FROM PORTAGE,
 RF0622'THENCE 1 MI (1.6 KM) SOUTHWEST ALONG ROAD TO BM ON THE LEFT, 0.8 MI
 RF0622'(1.3 KM) NORTHWEST OF BIG BROOK LAKE, ABOUT 0.25 MI (0.4 KM) WEST OF
 RF0622'BIG BROOK, 1.3 MI (2.1 KM) NORTH AND 3.2 MI (5.1 KM) EAST OF SOUTHWEST
 RF0622'CORNER, T. 14, R. 10 WELS., 82 FT (25 M) SOUTHEAST OF ROAD, AT A SKID
 RF0622'TRAIL LEADING SOUTHEAST, 10 FT (3 M) EAST-NORTHEAST OF SKID TRAIL, SET
 RF0622'IN THE TOP CENTER OF A 5- BY 8-FOOT PARTLY BURIED BOULDER PROJECTING
 RF0622'1.5 FEET ABOVE THE GROUND, 1 FT (0.30 M) SOUTH OF WITNESS POST
 RF0622'EMBEDDED IN BOULDER AND 7.6 FT (2.3 M) BELOW THE ROAD, A USGS TABLET
 RF0622'STAMPED 22 JHS 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0227 ***********************************************************************
 OB0227  DESIGNATION -  22 M 72
 OB0227  PID         -  OB0227
 OB0227  STATE/COUNTY-  ME/CUMBERLAND
 OB0227  USGS QUAD   -  BRUNSWICK (1980)
 OB0227
 OB0227                         *CURRENT SURVEY CONTROL
 OB0227  ___________________________________________________________________
 OB0227* NAD 83(1986)-  43 52 57.     (N)    069 55 01.     (W)     SCALED    
 OB0227* NAVD 88     -        21.830  (meters)      71.62   (feet)  ADJUSTED  
 OB0227  ___________________________________________________________________
 OB0227  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 OB0227  DYNAMIC HT  -          21.827 (meters)      71.61  (feet)  COMP
 OB0227  MODELED GRAV-     980,522.9   (mgal)                       NAVD 88
 OB0227
 OB0227  VERT ORDER  -  SECOND    CLASS 0
 OB0227
 OB0227.The horizontal coordinates were scaled from a topographic map and have
 OB0227.an estimated accuracy of +/- 6 seconds.
 OB0227
 OB0227.The orthometric height was determined by differential leveling
 OB0227.and adjusted by the National Geodetic Survey in July 2002..
 OB0227
 OB0227.The geoid height was determined by GEOID03.
 OB0227
 OB0227.The dynamic height is computed by dividing the NAVD 88
 OB0227.geopotential number by the normal gravity value computed on the
 OB0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0227.degrees latitude (g = 980.6199 gals.).
 OB0227
 OB0227.The modeled gravity was interpolated from observed gravity values.
 OB0227
 OB0227;                    North         East    Units  Estimated Accuracy
 OB0227;SPC ME W     -   116,590.      920,070.      MT  (+/- 180 meters Scaled)
 OB0227
 OB0227                          SUPERSEDED SURVEY CONTROL
 OB0227
 OB0227  NAVD 88 (06/15/91)   22.652  (m)           74.32   (f) UNKNOWN     2 0
 OB0227  NGVD 29 (??/??/92)   22.850  (m)           74.97   (f) ADJ UNCH    2 0
 OB0227
 OB0227.Superseded values are not recommended for survey control.
 OB0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0227.See file dsdata.txt to determine how the superseded data were derived.
 OB0227
 OB0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ263592(NAD 83)
 OB0227_MARKER: DD = SURVEY DISK
 OB0227_SETTING: 66 = SET IN ROCK OUTCROP
 OB0227_SP_SET: BEDROCK
 OB0227_STAMPING: 22 M 1941 72
 OB0227_MARK LOGO: USGS  
 OB0227_MAGNETIC: N = NO MAGNETIC MATERIAL
 OB0227_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0227+STABILITY: POSITION/ELEVATION WELL
 OB0227_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OB0227+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2005
 OB0227
 OB0227  HISTORY     - Date     Condition        Report By
 OB0227  HISTORY     - 1941     MONUMENTED       USGS
 OB0227  HISTORY     - 1943     GOOD             NGS
 OB0227  HISTORY     - 1977     GOOD             LOCENG
 OB0227  HISTORY     - 19950601 GOOD             NGS
 OB0227  HISTORY     - 20051114 GOOD             USPSQD
 OB0227
 OB0227                          STATION DESCRIPTION
 OB0227
 OB0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 OB0227'3.1 MI SE FROM BRUNSWICK.
 OB0227'3.1 MILES SOUTHEAST ALONG STATE HIGHWAY 24 FROM THE MAINE CENTRAL
 OB0227'RAILROAD STATION AT BRUNSWICK, CUMBERLAND COUNTY, 0.4 MILE SOUTH OF A
 OB0227'CEMETERY, 73.6 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 42 FEET
 OB0227'WEST OF THE SOUTHWEST CORNER OF A LARGE BARN, 18.6 FEET EAST OF THE
 OB0227'CENTER LINE OF A PRIVATE DRIVEWAY LEADING NORTHEAST TO A HOUSE, AND IN
 OB0227'BEDROCK FLUSH WITH THE GROUND.  A UNITED STATES GEOLOGICAL SURVEY
 OB0227'STANDARD DISK, STAMPED 22 M 1941 72.
 OB0227
 OB0227                          STATION RECOVERY (1977)
 OB0227
 OB0227'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 OB0227'RECOVERED IN GOOD CONDITION.
 OB0227
 OB0227                          STATION RECOVERY (1995)
 OB0227
 OB0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (RWD)
 OB0227'THE STATION IS LOCATED NEAR BRUNSWICK NAVAL AIR STATION NEAR
 OB0227'BRUNSWICK,MAINE.  TO REACH THE STATION FROM ROUTE 24 AT COOKS CORNER,
 OB0227'HEAD SOUTH ON ROUTE 24 FOR 1.2MI TO COOMBS ROAD, TURN RIGHT ON COOMBS
 OB0227'ROAD AND FOLLOW FOR 0.9MI TO A FORK IN THE ROAD, FOLLOW THE LEFT FORK
 OB0227'TO THE TOP OF A SMALL HILL APPROXIMATELY 160 FT (48.8 M) FROM FORK TO
 OB0227'THE STATION ON THE LEFT.  THE STATION IS A STANDARD U.S.G.S.  DISK
 OB0227'STAMPED 22 M (72.2 FT) 1941 72 SET FLUST IN BEDROCK.  THE STATION IS
 OB0227'42 FT (12.8 M) WEST NORTH WEST OF THE SOUTHWEST CORNER OF A LARGE
 OB0227'BARN, 21FT EAST SOUTH EAST OF THE CENTER LINE OF AN ASPHALT ROAD
 OB0227'(COOMBS ROAD) AND 13.5 FT (4.1 M) WEST OF A SMALL ASH TREE.
 OB0227
 OB0227                          STATION RECOVERY (2005)
 OB0227
 OB0227'RECOVERY NOTE BY US POWER SQUADRON 2005 (AHE)
 OB0227'THE STATION DISK IS NOW 4IN. BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0082 ***********************************************************************
 PD0082  DESIGNATION -  22 USGS
 PD0082  PID         -  PD0082
 PD0082  STATE/COUNTY-  ME/WASHINGTON
 PD0082  USGS QUAD   -  WEST LUBEC (1975)
 PD0082
 PD0082                         *CURRENT SURVEY CONTROL
 PD0082  ___________________________________________________________________
 PD0082* NAD 83(1986)-  44 46 10.     (N)    067 04 25.     (W)     SCALED    
 PD0082* NAVD 88     -         6.558  (meters)      21.52   (feet)  ADJUSTED  
 PD0082  ___________________________________________________________________
 PD0082  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 PD0082  DYNAMIC HT  -           6.558 (meters)      21.52  (feet)  COMP
 PD0082  MODELED GRAV-     980,624.7   (mgal)                       NAVD 88
 PD0082
 PD0082  VERT ORDER  -  SECOND    CLASS 0
 PD0082
 PD0082.The horizontal coordinates were scaled from a topographic map and have
 PD0082.an estimated accuracy of +/- 6 seconds.
 PD0082
 PD0082.The orthometric height was determined by differential leveling
 PD0082.and adjusted by the National Geodetic Survey in June 1991..
 PD0082
 PD0082.The geoid height was determined by GEOID03.
 PD0082
 PD0082.The dynamic height is computed by dividing the NAVD 88
 PD0082.geopotential number by the normal gravity value computed on the
 PD0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0082.degrees latitude (g = 980.6199 gals.).
 PD0082
 PD0082.The modeled gravity was interpolated from observed gravity values.
 PD0082
 PD0082;                    North         East    Units  Estimated Accuracy
 PD0082;SPC ME E     -   123,510.      412,910.      MT  (+/- 180 meters Scaled)
 PD0082
 PD0082                          SUPERSEDED SURVEY CONTROL
 PD0082
 PD0082  NGVD 29 (??/??/92)    6.733  (m)           22.09   (f) ADJ UNCH    2 0
 PD0082
 PD0082.Superseded values are not recommended for survey control.
 PD0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0082.See file dsdata.txt to determine how the superseded data were derived.
 PD0082
 PD0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK524591(NAD 83)
 PD0082_MARKER: DD = SURVEY DISK
 PD0082_SETTING: 66 = SET IN ROCK OUTCROP
 PD0082_SP_SET: ROCK OUTCROP
 PD0082_STAMPING: MAINE 1907 22 FT
 PD0082_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0082+STABILITY: POSITION/ELEVATION WELL
 PD0082
 PD0082  HISTORY     - Date     Condition        Report By
 PD0082  HISTORY     - 1907     MONUMENTED       USGS
 PD0082  HISTORY     - 1935     GOOD             NGS
 PD0082  HISTORY     - 1946     GOOD             NGS
 PD0082  HISTORY     - 1978     MARK NOT FOUND   NGS
 PD0082
 PD0082                          STATION DESCRIPTION
 PD0082
 PD0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PD0082'AT SOUTH TRESCOTT.
 PD0082'AT SOUTH TRESCOTT, WASHINGTON COUNTY, ON STATE HIGHWAY 191, ABOUT
 PD0082'0.1 MILE EAST OF THE SCHOOL, ABOUT 102 FEET SOUTHWEST OF A
 PD0082'LUBEC-TRESCOTT TOWN-LINE MARKER, 46 FEET NORTH OF THE NORTHEAST
 PD0082'CORNER OF A LARGE FRAME BUILDING, 25 FEET SOUTHEAST OF THE CENTER
 PD0082'LINE OF THE HIGHWAY, IN THE TOP OF A ROCK OUTCROP, ABOUT 1 FOOT
 PD0082'HIGHER THAN THE HIGHWAY, AND ABOUT LEVEL WITH THE GROUND.  A
 PD0082'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED MAINE
 PD0082'1907 22 FT.
 PD0082
 PD0082                          STATION RECOVERY (1946)
 PD0082
 PD0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 PD0082'RECOVERED IN GOOD CONDITION.
 PD0082
 PD0082                          STATION RECOVERY (1978)
 PD0082
 PD0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PD0082'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0283 ***********************************************************************
 QG0283  DESIGNATION -  221
 QG0283  PID         -  QG0283
 QG0283  STATE/COUNTY-  ME/PENOBSCOT
 QG0283  USGS QUAD   -  LINCOLN WEST (1988)
 QG0283
 QG0283                         *CURRENT SURVEY CONTROL
 QG0283  ___________________________________________________________________
 QG0283* NAD 83(1986)-  45 15 51.     (N)    068 35 11.     (W)     SCALED    
 QG0283* NAVD 88     -        67.734  (meters)     222.22   (feet)  ADJUSTED  
 QG0283  ___________________________________________________________________
 QG0283  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 QG0283  DYNAMIC HT  -          67.733 (meters)     222.22  (feet)  COMP
 QG0283  MODELED GRAV-     980,603.8   (mgal)                       NAVD 88
 QG0283
 QG0283  VERT ORDER  -  SECOND    CLASS 0
 QG0283
 QG0283.The horizontal coordinates were scaled from a topographic map and have
 QG0283.an estimated accuracy of +/- 6 seconds.
 QG0283
 QG0283.The orthometric height was determined by differential leveling
 QG0283.and adjusted by the National Geodetic Survey in June 1991..
 QG0283
 QG0283.The geoid height was determined by GEOID03.
 QG0283
 QG0283.The dynamic height is computed by dividing the NAVD 88
 QG0283.geopotential number by the normal gravity value computed on the
 QG0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0283.degrees latitude (g = 980.6199 gals.).
 QG0283
 QG0283.The modeled gravity was interpolated from observed gravity values.
 QG0283
 QG0283;                    North         East    Units  Estimated Accuracy
 QG0283;SPC ME E     -   177,500.      293,220.      MT  (+/- 180 meters Scaled)
 QG0283
 QG0283                          SUPERSEDED SURVEY CONTROL
 QG0283
 QG0283  NGVD 29 (??/??/92)   67.938  (m)          222.89   (f) ADJ UNCH    2 0
 QG0283
 QG0283.Superseded values are not recommended for survey control.
 QG0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0283.See file dsdata.txt to determine how the superseded data were derived.
 QG0283
 QG0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL324123(NAD 83)
 QG0283_MARKER: DD = SURVEY DISK
 QG0283_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QG0283_SP_SET: MILEPOST
 QG0283_STAMPING: 221 BANGOR
 QG0283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG0283
 QG0283  HISTORY     - Date     Condition        Report By
 QG0283  HISTORY     - UNK      MONUMENTED       USGS
 QG0283  HISTORY     - 1935     GOOD             NGS
 QG0283  HISTORY     - 1987     GOOD             USPSQD
 QG0283
 QG0283                          STATION DESCRIPTION
 QG0283
 QG0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QG0283'1 MI N FROM ENFIELD.
 QG0283'1.0 MILE NORTH ALONG THE MAINE CENTRAIL RAILROAD FROM THE STATION
 QG0283'AT ENFIELD, PENOBSCOT COUNTY, IN THE CENTER OF THE SOUTH FACE
 QG0283'OF MILEPOST P 173, 29 FEET EAST OF THE EAST RAIL, AND ABOUT 3
 QG0283'FEET ABOVE GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 QG0283'DISK, STAMPED 221 BANGOR AND SET VERTICALLY.
 QG0283
 QG0283                          STATION RECOVERY (1987)
 QG0283
 QG0283'RECOVERY NOTE BY US POWER SQUADRON 1987 (ELG)
 QG0283'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0291 ***********************************************************************
 QG0291  DESIGNATION -  223
 QG0291  PID         -  QG0291
 QG0291  STATE/COUNTY-  ME/PENOBSCOT
 QG0291  USGS QUAD   -  NINE MEADOW RIDGE (1988)
 QG0291
 QG0291                         *CURRENT SURVEY CONTROL
 QG0291  ___________________________________________________________________
 QG0291* NAD 83(1986)-  45 22 39.     (N)    068 30 11.     (W)     SCALED    
 QG0291* NAVD 88     -        67.898  (meters)     222.76   (feet)  ADJUSTED  
 QG0291  ___________________________________________________________________
 QG0291  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 QG0291  DYNAMIC HT  -          67.898 (meters)     222.76  (feet)  COMP
 QG0291  MODELED GRAV-     980,619.3   (mgal)                       NAVD 88
 QG0291
 QG0291  VERT ORDER  -  SECOND    CLASS 0
 QG0291
 QG0291.The horizontal coordinates were scaled from a topographic map and have
 QG0291.an estimated accuracy of +/- 6 seconds.
 QG0291
 QG0291.The orthometric height was determined by differential leveling
 QG0291.and adjusted by the National Geodetic Survey in June 1991..
 QG0291
 QG0291.The geoid height was determined by GEOID03.
 QG0291
 QG0291.The dynamic height is computed by dividing the NAVD 88
 QG0291.geopotential number by the normal gravity value computed on the
 QG0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0291.degrees latitude (g = 980.6199 gals.).
 QG0291
 QG0291.The modeled gravity was interpolated from observed gravity values.
 QG0291
 QG0291;                    North         East    Units  Estimated Accuracy
 QG0291;SPC ME E     -   190,090.      299,760.      MT  (+/- 180 meters Scaled)
 QG0291
 QG0291                          SUPERSEDED SURVEY CONTROL
 QG0291
 QG0291  NGVD 29 (??/??/92)   68.090  (m)          223.39   (f) ADJ UNCH    2 0
 QG0291
 QG0291.Superseded values are not recommended for survey control.
 QG0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0291.See file dsdata.txt to determine how the superseded data were derived.
 QG0291
 QG0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL389250(NAD 83)
 QG0291_MARKER: DD = SURVEY DISK
 QG0291_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QG0291_SP_SET: MILEPOST
 QG0291_STAMPING: 223 BANGOR
 QG0291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG0291
 QG0291  HISTORY     - Date     Condition        Report By
 QG0291  HISTORY     - UNK      MONUMENTED       USGS
 QG0291  HISTORY     - 1935     GOOD             NGS
 QG0291
 QG0291                          STATION DESCRIPTION
 QG0291
 QG0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QG0291'0.7 MI N FROM LINCOLN.
 QG0291'0.7 MILE NORTH ALONG THE MAINE CENTRAL RAILROAD FROM THE STATION
 QG0291'AT LINCOLN, PENOBSCOT COUNTY, ABOUT 121 YARDS SOUTH OF THE CENTER
 QG0291'OF A ROAD CROSSING, IN THE CENTER OF THE NORTH FACE OF GRANITE
 QG0291'MILEPOST V 69-P 182, AND ABOUT 3 FEET ABOVE GROUND.  A UNITED
 QG0291'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 223 BANGOR
 QG0291'AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0260 ***********************************************************************
 QG0260  CBN         -  This is a Cooperative Base Network Control Station.
 QG0260  DESIGNATION -  223 USGS
 QG0260  PID         -  QG0260
 QG0260  STATE/COUNTY-  ME/PENOBSCOT
 QG0260  USGS QUAD   -  SEBOEIS (1988)
 QG0260
 QG0260                         *CURRENT SURVEY CONTROL
 QG0260  ___________________________________________________________________
 QG0260* NAD 83(1996)-  45 21 34.31792(N)    068 42 28.26640(W)     ADJUSTED  
 QG0260* NAVD 88     -        67.994  (meters)     223.08   (feet)  ADJUSTED  
 QG0260  ___________________________________________________________________
 QG0260  X           -   1,630,163.014 (meters)                     COMP
 QG0260  Y           -  -4,182,845.534 (meters)                     COMP
 QG0260  Z           -   4,515,544.215 (meters)                     COMP
 QG0260  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 QG0260  ELLIP HEIGHT-          43.47  (meters)          (04/26/01) GPS OBS
 QG0260  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 QG0260  DYNAMIC HT  -          67.994 (meters)     223.08  (feet)  COMP
 QG0260  MODELED GRAV-     980,621.9   (mgal)                       NAVD 88
 QG0260
 QG0260  HORZ ORDER  -  A
 QG0260  VERT ORDER  -  FIRST     CLASS II
 QG0260  ELLP ORDER  -  FOURTH    CLASS I
 QG0260
 QG0260.The horizontal coordinates were established by GPS observations
 QG0260.and adjusted by the National Geodetic Survey in April 2001..
 QG0260
 QG0260.The orthometric height was determined by differential leveling
 QG0260.and adjusted by the National Geodetic Survey in June 1991..
 QG0260.WARNING-Repeat measurements at this control monument indicate possible
 QG0260.vertical movement.
 QG0260
 QG0260.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QG0260
 QG0260.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG0260
 QG0260.The ellipsoidal height was determined by GPS observations
 QG0260.and is referenced to NAD 83.
 QG0260
 QG0260.The geoid height was determined by GEOID03.
 QG0260
 QG0260.The dynamic height is computed by dividing the NAVD 88
 QG0260.geopotential number by the normal gravity value computed on the
 QG0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0260.degrees latitude (g = 980.6199 gals.).
 QG0260
 QG0260.The modeled gravity was interpolated from observed gravity values.
 QG0260
 QG0260;                    North         East     Units Scale Factor Converg.
 QG0260;SPC ME E     -   188,117.320   283,715.991   MT  0.99990326   -0 08 52.4
 QG0260;UTM  19      - 5,022,932.702   522,881.290   MT  0.99960644   +0 12 28.3
 QG0260
 QG0260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG0260!SPC ME E     -   0.99999318  x   0.99990326  =   0.99989645
 QG0260!UTM  19      -   0.99999318  x   0.99960644  =   0.99959963
 QG0260
 QG0260                          SUPERSEDED SURVEY CONTROL
 QG0260
 QG0260  NAVD 88 (04/26/01)   67.99   (m)          223.1    (f) LEVELING    3  
 QG0260
 QG0260.Superseded values are not recommended for survey control.
 QG0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0260.See file dsdata.txt to determine how the superseded data were derived.
 QG0260
 QG0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL2288122933(NAD 83)
 QG0260_MARKER: DD = SURVEY DISK
 QG0260_SETTING: 80 = SET IN A BOULDER
 QG0260_SP_SET: BOULDER
 QG0260_STAMPING: 223.910 6WA 1931
 QG0260_MARK LOGO: USGS  
 QG0260_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QG0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0260+STABILITY: SURFACE MOTION
 QG0260_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QG0260+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2000
 QG0260
 QG0260  HISTORY     - Date     Condition        Report By
 QG0260  HISTORY     - UNK      MONUMENTED       USGS
 QG0260  HISTORY     - 1916     GOOD             NGS
 QG0260  HISTORY     - 1978     GOOD             NGS
 QG0260  HISTORY     - 1978     GOOD             NGS
 QG0260  HISTORY     - 1978     GOOD             NGS
 QG0260  HISTORY     - 20001007 GOOD             MEDT
 QG0260
 QG0260                          STATION DESCRIPTION
 QG0260
 QG0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1916
 QG0260'0.6 MI E FROM SEBOOIS.
 QG0260'0.6 MILE EAST ALONG THE CANADIAN PACIFIC RAILWAY FROM SEBOOIS,
 QG0260'PENOBSCOT COUNTY, 6-1/2 POLES SOUTHEAST OF MILEPOST 83, 1-1/2
 QG0260'RAILS SOUTHEAST OF A ROAD CROSSING, 11 YARDS NORTHEAST OF THE
 QG0260'CENTER LINE OF THE TRACK, IN THE TOP OF A 2- BY 5-FOOT BOULDER,
 QG0260'AND ABOUT 4 FEET ABOVE THE GROUND.  A UNITED STATES GEOLOGICAL
 QG0260'SURVEY STANDARD DISK, STAMPED 223.910.
 QG0260
 QG0260                          STATION RECOVERY (1978)
 QG0260
 QG0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0260'2.2 MILES WEST ALONG STATE HIGHWAY 116 FROM THE NORTH END OF THE
 QG0260'STATE HIGHWAY 116 BRIDGE ACROSS THE PISCATAQUIS RIVER AT HOWLAND TO
 QG0260'THE Y-JUNCTION OF OLD STATE HIGHWAY 16, THENCE 1.5 MILES WEST ALONG
 QG0260'OLD STATE HIGHWAY 16 TO A PAVED ROAD LEADING NORTH, THENCE 5.7 MILES
 QG0260'NORTH ALONG THE PAVED ROAD TO A RAILROAD CROSSING, 101.2 FT. NORTHEAST
 QG0260'OF AND ACROSS THE ROAD FROM A TELEPHONE POLE NUMBER 7 122 WITH ONE
 QG0260'GUY WIRE ACROSS THE ROAD AND ONE GUY WIRE TO THE GROUND, 52.5 FT.
 QG0260'EAST OF THE CENTER LINE OF THE ROAD, 29.6 FT. NORTH OF THE NORTH
 QG0260'RAIL.
 QG0260
 QG0260                          STATION RECOVERY (1978)
 QG0260
 QG0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0260'2.2 MILES WEST ALONG STATE HIGHWAY 116 FROM THE NORTH END OF THE
 QG0260'STATE HIGHWAY 116 BRIDGE ACROSS THE PISCATAQUIS RIVER AT HOWLAND TO
 QG0260'THE Y-JUNCTION OF OLD STATE HIGHWAY 16, THENCE 1.5 MILES WEST ALONG
 QG0260'OLD STATE HIGHWAY 16 TO A PAVED ROAD LEADING NORTH, THENCE 5.7 MILES
 QG0260'NORTH ALONG THE PAVED ROAD TO A RAILROAD CROSSING, 101.2 FT. NORTHEAST
 QG0260'OF AND ACROSS THE ROAD FROM A TELEPHONE POLE NUMBER 7 122 WITH ONE
 QG0260'GUY WIRE ACROSS THE ROAD AND ONE GUY WIRE TO THE GROUND, 52.5 FT.
 QG0260'EAST OF THE CENTER LINE OF THE ROAD, 29.6 FT. NORTH OF THE NORTH
 QG0260'RAIL.
 QG0260
 QG0260                          STATION RECOVERY (1978)
 QG0260
 QG0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0260'2.2 MILES WEST ALONG STATE HIGHWAY 116 FROM THE NORTH END OF THE
 QG0260'STATE HIGHWAY 116 BRIDGE ACROSS THE PISCATAQUIS RIVER AT HOWLAND TO
 QG0260'THE Y-JUNCTION OF OLD STATE HIGHWAY 16, THENCE 1.5 MILES WEST ALONG
 QG0260'OLD STATE HIGHWAY 16 TO A PAVED ROAD LEADING NORTH, THENCE 5.7 MILES
 QG0260'NORTH ALONG THE PAVED ROAD TO A RAILROAD CROSSING, 101.2 FT. NORTHEAST
 QG0260'OF AND ACROSS THE ROAD FROM A TELEPHONE POLE NUMBER 7 122 WITH ONE
 QG0260'GUY WIRE ACROSS THE ROAD AND ONE GUY WIRE TO THE GROUND, 52.5 FT.
 QG0260'EAST OF THE CENTER LINE OF THE ROAD, 29.6 FT. NORTH OF THE NORTH
 QG0260'RAIL.
 QG0260
 QG0260                          STATION RECOVERY (2000)
 QG0260
 QG0260'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 2000 (TL)
 QG0260'RECOVERED AS DESCRIBED.  THE STATION IS LOCATED ABOUT 21 MI (33.8 KM)
 QG0260'SOUTH OF MILLINOCKET, 17 MI (27.4 KM) EAST OF BROWNSVILLE JUNCTION AND
 QG0260'10 MI (16.1 KM) WEST OF LINCOLN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1163 ***********************************************************************
 QG1163  DESIGNATION -  224 USGS
 QG1163  PID         -  QG1163
 QG1163  STATE/COUNTY-  ME/PENOBSCOT
 QG1163  USGS QUAD   -  LINCOLN CENTER (1988)
 QG1163
 QG1163                         *CURRENT SURVEY CONTROL
 QG1163  ___________________________________________________________________
 QG1163* NAD 83(1986)-  45 25 50.     (N)    068 28 18.     (W)     SCALED    
 QG1163* NAVD 88     -        68.154  (meters)     223.60   (feet)  ADJUSTED  
 QG1163  ___________________________________________________________________
 QG1163  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 QG1163  DYNAMIC HT  -          68.154 (meters)     223.60  (feet)  COMP
 QG1163  MODELED GRAV-     980,624.6   (mgal)                       NAVD 88
 QG1163
 QG1163  VERT ORDER  -  FIRST     CLASS II
 QG1163
 QG1163.The horizontal coordinates were scaled from a topographic map and have
 QG1163.an estimated accuracy of +/- 6 seconds.
 QG1163
 QG1163.The orthometric height was determined by differential leveling
 QG1163.and adjusted by the National Geodetic Survey in June 1991..
 QG1163
 QG1163.The geoid height was determined by GEOID03.
 QG1163
 QG1163.The dynamic height is computed by dividing the NAVD 88
 QG1163.geopotential number by the normal gravity value computed on the
 QG1163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1163.degrees latitude (g = 980.6199 gals.).
 QG1163
 QG1163.The modeled gravity was interpolated from observed gravity values.
 QG1163
 QG1163;                    North         East    Units  Estimated Accuracy
 QG1163;SPC ME E     -   195,990.      302,220.      MT  (+/- 180 meters Scaled)
 QG1163
 QG1163                          SUPERSEDED SURVEY CONTROL
 QG1163
 QG1163.No superseded survey control is available for this station.
 QG1163
 QG1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL413309(NAD 83)
 QG1163_MARKER: DB = BENCH MARK DISK
 QG1163_SETTING: 80 = SET IN A BOULDER
 QG1163_SP_SET: BOULDER
 QG1163_STAMPING: MAINE 224
 QG1163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG1163+STABILITY: SURFACE MOTION
 QG1163
 QG1163  HISTORY     - Date     Condition        Report By
 QG1163  HISTORY     - UNK      MONUMENTED       USGS
 QG1163  HISTORY     - 1978     GOOD             NGS
 QG1163
 QG1163                          STATION DESCRIPTION
 QG1163
 QG1163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1163'6.2 MI SW FROM WINN.
 QG1163'5.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 2 FROM THE POST OFFICE AT WINN
 QG1163'TO A T-JUNCTION OF A PAVED ROAD LEADING NORTHWEST FROM THE HIGHWAY,
 QG1163'THENCE 0.4 MILES NORTHWEST ALONG THE PAVED ROAD ACROSS THE PENOBSCOT
 QG1163'RIVER TO A T-JUNCTION OF A PAVED ROAD LEADING NORTHEAST AND SOUTHWEST,
 QG1163'THENCE 0.5 MILES SOUTHWEST ALONG THE PAVED ROAD TO A T-JUNCTION WITH
 QG1163'STATE HIGHWAY 116 LEADING NORTHWEST AND SOUTHWEST, 120.7 FT. WEST OF
 QG1163'AND ACROSS THE HIGHWAY FROM POWER POLE 823, 94.3 FT. NORTHWEST OF
 QG1163'THE CENTER LINE OF THE HIGHWAY LEADING SOUTHWEST, 52.0 FT. SOUTHWEST
 QG1163'OF THE CENTER LINE OF THE HIGHWAY LEADING NORTHWEST, 31.4 FT. NORTH-
 QG1163'EAST OF A GRAVEL DRIVE LEADING NORTHWEST FROM THE HIGHWAY LEADING
 QG1163'SOUTHWEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0263 ***********************************************************************
 QG0263  DESIGNATION -  225
 QG0263  PID         -  QG0263
 QG0263  STATE/COUNTY-  ME/PENOBSCOT
 QG0263  USGS QUAD   -  SEBOEIS (1988)
 QG0263
 QG0263                         *CURRENT SURVEY CONTROL
 QG0263  ___________________________________________________________________
 QG0263* NAD 83(1986)-  45 22 20.     (N)    068 39 04.     (W)     SCALED    
 QG0263* NAVD 88     -        68.485  (meters)     224.69   (feet)  ADJUSTED  
 QG0263  ___________________________________________________________________
 QG0263  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 QG0263  DYNAMIC HT  -          68.485 (meters)     224.69  (feet)  COMP
 QG0263  MODELED GRAV-     980,623.4   (mgal)                       NAVD 88
 QG0263
 QG0263  VERT ORDER  -  FIRST     CLASS II
 QG0263
 QG0263.The horizontal coordinates were scaled from a topographic map and have
 QG0263.an estimated accuracy of +/- 6 seconds.
 QG0263
 QG0263.The orthometric height was determined by differential leveling
 QG0263.and adjusted by the National Geodetic Survey in June 1991..
 QG0263
 QG0263.The geoid height was determined by GEOID03.
 QG0263
 QG0263.The dynamic height is computed by dividing the NAVD 88
 QG0263.geopotential number by the normal gravity value computed on the
 QG0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0263.degrees latitude (g = 980.6199 gals.).
 QG0263
 QG0263.The modeled gravity was interpolated from observed gravity values.
 QG0263
 QG0263;                    North         East    Units  Estimated Accuracy
 QG0263;SPC ME E     -   189,520.      288,160.      MT  (+/- 180 meters Scaled)
 QG0263
 QG0263                          SUPERSEDED SURVEY CONTROL
 QG0263
 QG0263  NGVD 29 (??/??/92)   68.663  (m)          225.27   (f) ADJ UNCH    1 2
 QG0263
 QG0263.Superseded values are not recommended for survey control.
 QG0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0263.See file dsdata.txt to determine how the superseded data were derived.
 QG0263
 QG0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL273243(NAD 83)
 QG0263_MARKER: DD = SURVEY DISK
 QG0263_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QG0263_SP_SET: BRIDGE
 QG0263_STAMPING: 225.272
 QG0263_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG0263
 QG0263  HISTORY     - Date     Condition        Report By
 QG0263  HISTORY     - UNK      MONUMENTED       USGS
 QG0263  HISTORY     - 1916     GOOD             NGS
 QG0263
 QG0263                          STATION DESCRIPTION
 QG0263
 QG0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1916
 QG0263'4.2 MI SW FROM WOODARD.
 QG0263'4.2 MILES SOUTHWEST ALONG THE CANADIAN PACIFIC RAILWAY FROM
 QG0263'WOODARD, PENOBSCOT COUNTY, AT THE BRIDGE AT MILEAGE 79.94,
 QG0263'AND IN THE TOP OF THE EAST END OF THE SOUTH WING WALL OF THE
 QG0263'EAST ABUTMENT.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 QG0263'DISK, STAMPED 225.272.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0226 ***********************************************************************
 QG0226  DESIGNATION -  225
 QG0226  PID         -  QG0226
 QG0226  STATE/COUNTY-  ME/PENOBSCOT
 QG0226  USGS QUAD   -  LINCOLN CENTER (1988)
 QG0226
 QG0226                         *CURRENT SURVEY CONTROL
 QG0226  ___________________________________________________________________
 QG0226* NAD 83(1986)-  45 24 57.     (N)    068 28 29.     (W)     SCALED    
 QG0226* NAVD 88     -        68.726  (meters)     225.48   (feet)  ADJUSTED  
 QG0226  ___________________________________________________________________
 QG0226  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 QG0226  DYNAMIC HT  -          68.726 (meters)     225.48  (feet)  COMP
 QG0226  MODELED GRAV-     980,620.9   (mgal)                       NAVD 88
 QG0226
 QG0226  VERT ORDER  -  SECOND    CLASS 0
 QG0226
 QG0226.The horizontal coordinates were scaled from a topographic map and have
 QG0226.an estimated accuracy of +/- 6 seconds.
 QG0226
 QG0226.The orthometric height was determined by differential leveling
 QG0226.and adjusted by the National Geodetic Survey in June 1991..
 QG0226
 QG0226.The geoid height was determined by GEOID03.
 QG0226
 QG0226.The dynamic height is computed by dividing the NAVD 88
 QG0226.geopotential number by the normal gravity value computed on the
 QG0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0226.degrees latitude (g = 980.6199 gals.).
 QG0226
 QG0226.The modeled gravity was interpolated from observed gravity values.
 QG0226
 QG0226;                    North         East    Units  Estimated Accuracy
 QG0226;SPC ME E     -   194,350.      301,980.      MT  (+/- 180 meters Scaled)
 QG0226
 QG0226                          SUPERSEDED SURVEY CONTROL
 QG0226
 QG0226  NGVD 29 (??/??/92)   68.915  (m)          226.10   (f) ADJ UNCH    2 0
 QG0226
 QG0226.Superseded values are not recommended for survey control.
 QG0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0226.See file dsdata.txt to determine how the superseded data were derived.
 QG0226
 QG0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL410292(NAD 83)
 QG0226_MARKER: DD = SURVEY DISK
 QG0226_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QG0226_SP_SET: GRANITE MILEPOST
 QG0226_STAMPING: 225 BANGOR
 QG0226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG0226
 QG0226  HISTORY     - Date     Condition        Report By
 QG0226  HISTORY     - UNK      MONUMENTED       USGS
 QG0226  HISTORY     - 1935     GOOD             NGS
 QG0226
 QG0226                          STATION DESCRIPTION
 QG0226
 QG0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QG0226'2 MI NE FROM LINCOLN CENTER.
 QG0226'ABOUT 2.0 MILES NORTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM
 QG0226'THE STATION AT LINCOLN CENTER, PENOBSCOT COUNTY, IN THE SOUTH
 QG0226'FACE OF GRANITE MILEPOST V 66-P 185, AND ABOUT 2 1/2 FEET ABOVE
 QG0226'GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 QG0226'225 BANGOR AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0110 ***********************************************************************
 PF0110  DESIGNATION -  228
 PF0110  PID         -  PF0110
 PF0110  STATE/COUNTY-  ME/ANDROSCOGGIN
 PF0110  USGS QUAD   -  LAKE AUBURN EAST (1979)
 PF0110
 PF0110                         *CURRENT SURVEY CONTROL
 PF0110  ___________________________________________________________________
 PF0110* NAD 83(1986)-  44 08 16.     (N)    070 11 01.     (W)     SCALED    
 PF0110* NAVD 88     -        77.189  (meters)     253.24   (feet)  ADJUSTED  
 PF0110  ___________________________________________________________________
 PF0110  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 PF0110  DYNAMIC HT  -          77.180 (meters)     253.21  (feet)  COMP
 PF0110  MODELED GRAV-     980,510.7   (mgal)                       NAVD 88
 PF0110
 PF0110  VERT ORDER  -  FIRST     CLASS I
 PF0110
 PF0110.The horizontal coordinates were scaled from a topographic map and have
 PF0110.an estimated accuracy of +/- 6 seconds.
 PF0110
 PF0110.The orthometric height was determined by differential leveling
 PF0110.and adjusted by the National Geodetic Survey in June 1991..
 PF0110
 PF0110.The geoid height was determined by GEOID03.
 PF0110
 PF0110.The dynamic height is computed by dividing the NAVD 88
 PF0110.geopotential number by the normal gravity value computed on the
 PF0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0110.degrees latitude (g = 980.6199 gals.).
 PF0110
 PF0110.The modeled gravity was interpolated from observed gravity values.
 PF0110
 PF0110;                    North         East    Units  Estimated Accuracy
 PF0110;SPC ME W     -   144,920.      898,640.      MT  (+/- 180 meters Scaled)
 PF0110
 PF0110                          SUPERSEDED SURVEY CONTROL
 PF0110
 PF0110  NGVD 29 (??/??/92)   77.371  (m)          253.84   (f) ADJ UNCH    1 1
 PF0110
 PF0110.Superseded values are not recommended for survey control.
 PF0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0110.See file dsdata.txt to determine how the superseded data were derived.
 PF0110
 PF0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ053878(NAD 83)
 PF0110_MARKER: DD = SURVEY DISK
 PF0110_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PF0110_SP_SET: MILEPOST
 PF0110_STAMPING: 253.205 AUGUSTA MAINE 1905
 PF0110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0110
 PF0110  HISTORY     - Date     Condition        Report By
 PF0110  HISTORY     - 1905     MONUMENTED       USGS
 PF0110  HISTORY     - 1966     GOOD             NGS
 PF0110
 PF0110                          STATION DESCRIPTION
 PF0110
 PF0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PF0110'1.3 MI NE FROM LEWISTON.
 PF0110'ABOUT 1.3 MILES NORTHEAST ALONG THE MAINE CENTRAL RAILROAD
 PF0110'FROM THE CROSSING MAIN STREET AT LEWISTON, AT MILEPOST P 40-V 214,
 PF0110'19.0 FEET SOUTHEAST OF THE SOUTHEAST RAIL, ABOUT 1 FOOT ABOVE
 PF0110'THE LEVEL OF THE TRACK, AND SET VERTICALLY IN THE CENTER OF THE
 PF0110'SOUTHWEST FACE OF THE MILEPOST.  MARK SET IN POOR STRUCTURE.
 PF0110'NOTE-- THE DISK IS NOT STAMPED 228 AS PREVIOUSLY SHOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0229 ***********************************************************************
 QG0229  DESIGNATION -  229 USGS
 QG0229  PID         -  QG0229
 QG0229  STATE/COUNTY-  ME/PENOBSCOT
 QG0229  USGS QUAD   -  LINCOLN CENTER (1988)
 QG0229
 QG0229                         *CURRENT SURVEY CONTROL
 QG0229  ___________________________________________________________________
 QG0229* NAD 83(1986)-  45 26 38.     (N)    068 25 44.     (W)     SCALED    
 QG0229* NAVD 88     -        69.910  (meters)     229.36   (feet)  ADJUSTED  
 QG0229  ___________________________________________________________________
 QG0229  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 QG0229  DYNAMIC HT  -          69.911 (meters)     229.37  (feet)  COMP
 QG0229  MODELED GRAV-     980,630.5   (mgal)                       NAVD 88
 QG0229
 QG0229  VERT ORDER  -  SECOND    CLASS 0
 QG0229
 QG0229.The horizontal coordinates were scaled from a topographic map and have
 QG0229.an estimated accuracy of +/- 6 seconds.
 QG0229
 QG0229.The orthometric height was determined by differential leveling
 QG0229.and adjusted by the National Geodetic Survey in June 1991..
 QG0229
 QG0229.The geoid height was determined by GEOID03.
 QG0229
 QG0229.The dynamic height is computed by dividing the NAVD 88
 QG0229.geopotential number by the normal gravity value computed on the
 QG0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0229.degrees latitude (g = 980.6199 gals.).
 QG0229
 QG0229.The modeled gravity was interpolated from observed gravity values.
 QG0229
 QG0229;                    North         East    Units  Estimated Accuracy
 QG0229;SPC ME E     -   197,470.      305,560.      MT  (+/- 180 meters Scaled)
 QG0229
 QG0229                          SUPERSEDED SURVEY CONTROL
 QG0229
 QG0229  NGVD 29 (??/??/92)   70.093  (m)          229.96   (f) ADJ UNCH    2 0
 QG0229
 QG0229.Superseded values are not recommended for survey control.
 QG0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0229.See file dsdata.txt to determine how the superseded data were derived.
 QG0229
 QG0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL446324(NAD 83)
 QG0229_MARKER: DD = SURVEY DISK
 QG0229_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QG0229_SP_SET: MILEPOST
 QG0229_STAMPING: 229 BANGOR
 QG0229_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG0229
 QG0229  HISTORY     - Date     Condition        Report By
 QG0229  HISTORY     - UNK      MONUMENTED       USGS
 QG0229  HISTORY     - 1935     GOOD             NGS
 QG0229  HISTORY     - 1978     POOR             NGS
 QG0229  HISTORY     - 1978     POOR             NGS
 QG0229  HISTORY     - 1978     POOR             NGS
 QG0229
 QG0229                          STATION DESCRIPTION
 QG0229
 QG0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QG0229'4.2 MI SW FROM WINN.
 QG0229'ABOUT 4.2 MILES SOUTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM
 QG0229'THE STATION AT WINN, PENOBSCOT COUNTY, IN THE CENTER OF THE SOUTH
 QG0229'FACE OF MILEPOST V 63-P 188, AND ABOUT 3 FEET ABOVE GROUND.  A
 QG0229'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 229 BANGOR
 QG0229'AND SET VERTICALLY.
 QG0229
 QG0229                          STATION RECOVERY (1978)
 QG0229
 QG0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0229'MILE POST TILTED ABOUT 15 DEGREES, NOT FIT FOR LEVELING.
 QG0229
 QG0229                          STATION RECOVERY (1978)
 QG0229
 QG0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0229'MILE POST TILTED ABOUT 15 DEGREES, NOT FIT FOR LEVELING.
 QG0229
 QG0229                          STATION RECOVERY (1978)
 QG0229
 QG0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0229'MILE POST TILTED ABOUT 15 DEGREES, NOT FIT FOR LEVELING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1197 ***********************************************************************
 PE1197  DESIGNATION -  23
 PE1197  PID         -  PE1197
 PE1197  STATE/COUNTY-  ME/KENNEBEC
 PE1197  USGS QUAD   -  AUGUSTA (1991)
 PE1197
 PE1197                         *CURRENT SURVEY CONTROL
 PE1197  ___________________________________________________________________
 PE1197* NAD 83(1986)-  44 17 14.     (N)    069 47 26.     (W)     SCALED    
 PE1197* NAVD 88     -        12.695  (meters)      41.65   (feet)  ADJUSTED  
 PE1197  ___________________________________________________________________
 PE1197  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 PE1197  DYNAMIC HT  -          12.694 (meters)      41.65  (feet)  COMP
 PE1197  MODELED GRAV-     980,522.2   (mgal)                       NAVD 88
 PE1197
 PE1197  VERT ORDER  -  SECOND    CLASS 0
 PE1197
 PE1197.The horizontal coordinates were scaled from a topographic map and have
 PE1197.an estimated accuracy of +/- 6 seconds.
 PE1197
 PE1197.The orthometric height was determined by differential leveling
 PE1197.and adjusted by the National Geodetic Survey in June 1991..
 PE1197.WARNING-Repeat measurements at this control monument indicate possible
 PE1197.vertical movement.
 PE1197
 PE1197.The geoid height was determined by GEOID03.
 PE1197
 PE1197.The dynamic height is computed by dividing the NAVD 88
 PE1197.geopotential number by the normal gravity value computed on the
 PE1197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1197.degrees latitude (g = 980.6199 gals.).
 PE1197
 PE1197.The modeled gravity was interpolated from observed gravity values.
 PE1197
 PE1197;                    North         East    Units  Estimated Accuracy
 PE1197;SPC ME W     -   161,600.      930,020.      MT  (+/- 180 meters Scaled)
 PE1197
 PE1197                          SUPERSEDED SURVEY CONTROL
 PE1197
 PE1197  NGVD 29 (??/??/92)   12.900  (m)           42.32   (f) ADJ UNCH    2 0
 PE1197
 PE1197.Superseded values are not recommended for survey control.
 PE1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1197.See file dsdata.txt to determine how the superseded data were derived.
 PE1197
 PE1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK369040(NAD 83)
 PE1197_MARKER: DD = SURVEY DISK
 PE1197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1197_STAMPING: NO 23
 PE1197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1197+STABILITY: SURFACE MOTION
 PE1197
 PE1197  HISTORY     - Date     Condition        Report By
 PE1197  HISTORY     - UNK      MONUMENTED       MEGS
 PE1197  HISTORY     - 1962     GOOD             NGS
 PE1197  HISTORY     - 1975     GOOD             NGS
 PE1197  HISTORY     - 20021015 MARK NOT FOUND   USPSQD
 PE1197
 PE1197                          STATION DESCRIPTION
 PE1197
 PE1197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PE1197'AT HALLOWELL.
 PE1197'AT HALLOWELL, NEAR THE INTERSECTION OF WINTHROP AND SECOND
 PE1197'STREET, 22 FEET SOUTHEAST OF THE CENTER LINE OF SECOND STREET,
 PE1197'8.4 FEET NORTHEAST OF THE NORTHEAST CURB OF WINTHROP STREET, 19.8
 PE1197'FEET WEST OF THE WEST CORNER OF THE CITY HALL BUILDING, SET IN
 PE1197'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL
 PE1197'OF THE GROUND.  NOTE-- MARK APPEARS GOOD BUT HAS RAISED ABOUT
 PE1197'5 CENTIMETERS.  MAY POSSIBLY HAVE BEEN RESET IN SAME LOCALITY AS
 PE1197'THE DISTANCE FROM THE CORNER OF THE CITY HALL BUILDING FAILED TO
 PE1197'CHECK.
 PE1197
 PE1197                          STATION RECOVERY (1975)
 PE1197
 PE1197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 PE1197'RECOVERED IN GOOD CONDITION.
 PE1197
 PE1197                          STATION RECOVERY (2002)
 PE1197
 PE1197'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMW)
 PE1197'THE AREA HAS BEEN HEAVILY LANDSCAPED WITH SHRUBS WHICH ARE MATURE,
 PE1197'MAKING IT IMPOSSIBLE TO FIND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0661 ***********************************************************************
 RF0661  DESIGNATION -  23 JHS
 RF0661  PID         -  RF0661
 RF0661  STATE/COUNTY-  ME/AROOSTOOK
 RF0661  USGS QUAD   -  BLUE BROOK (1986)
 RF0661
 RF0661                         *CURRENT SURVEY CONTROL
 RF0661  ___________________________________________________________________
 RF0661* NAD 83(1986)-  46 50 01.     (N)    069 25 54.     (W)     SCALED    
 RF0661* NAVD 88     -       369.196  (meters)    1211.27   (feet)  ADJUSTED  
 RF0661  ___________________________________________________________________
 RF0661  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 RF0661  DYNAMIC HT  -         369.223 (meters)    1211.36  (feet)  COMP
 RF0661  MODELED GRAV-     980,676.9   (mgal)                       NAVD 88
 RF0661
 RF0661  VERT ORDER  -  SECOND    CLASS II
 RF0661
 RF0661.The horizontal coordinates were scaled from a topographic map and have
 RF0661.an estimated accuracy of +/- 6 seconds.
 RF0661
 RF0661.The orthometric height was determined by differential leveling
 RF0661.and adjusted by the National Geodetic Survey in June 1991..
 RF0661
 RF0661.The geoid height was determined by GEOID03.
 RF0661
 RF0661.The dynamic height is computed by dividing the NAVD 88
 RF0661.geopotential number by the normal gravity value computed on the
 RF0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0661.degrees latitude (g = 980.6199 gals.).
 RF0661
 RF0661.The modeled gravity was interpolated from observed gravity values.
 RF0661
 RF0661;                    North         East    Units  Estimated Accuracy
 RF0661;SPC ME E     -   352,350.      228,930.      MT  (+/- 180 meters Scaled)
 RF0661
 RF0661                          SUPERSEDED SURVEY CONTROL
 RF0661
 RF0661.No superseded survey control is available for this station.
 RF0661
 RF0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM670867(NAD 83)
 RF0661_MARKER: DD = SURVEY DISK
 RF0661_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RF0661+WITH SETTING: INFORMATION.
 RF0661_SP_SET: SHALLOW-SET METAL ROD
 RF0661_STAMPING: 23 JHS 1984
 RF0661_MARK LOGO: USGS  
 RF0661_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RF0661
 RF0661  HISTORY     - Date     Condition        Report By
 RF0661  HISTORY     - 1984     MONUMENTED       USGS-M
 RF0661
 RF0661                          STATION DESCRIPTION
 RF0661
 RF0661'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1984
 RF0661'16.1 MI NNE FROM CLAYTON LAKE.
 RF0661'CLAYTON LAKE POST OFFICE, 0.8 MI (1.3 KM) NW. OF THENCE 18.6 MI
 RF0661'(29.9 KM) N. ALONG MAIN TRAVELED RD. TO JCT. WITH E.-W. RD. AND BM 17
 RF0661'JHS 1984 THENCE 5.3 MI (8.5 KM) E., 7.7 MI (12.4 KM) E. OF BRIDGE
 RF0661'OVER THE ST. JOHN RIVER, 0.4 MI (0.6 KM) S. AND 1.8 MI (2.9 KM) E. OF
 RF0661'NW. COR. OF T. 13, R. 13, WELS, 37 FT (11.3 M) SW. ALONG RD. THENCE
 RF0661'45 FT (13.7 M) NW. AND 0.4 FT (12.2 CM) LOWER THAN RD. AT TRAIL NW.,
 RF0661'3.5 FT (1.07 M) E. OF WITNESS POST, A STANDARD ROD SUPPORTED TABLET
 RF0661'CENTERED IN PLASTIC PIPE.
 RF0661'THE MARK IS 0.4 FT BELOW THE TRAIL NW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0623 ***********************************************************************
 RF0623  DESIGNATION -  23 JHS USGS
 RF0623  PID         -  RF0623
 RF0623  STATE/COUNTY-  ME/AROOSTOOK
 RF0623  USGS QUAD   -  BIG BROOK LAKE (1986)
 RF0623
 RF0623                         *CURRENT SURVEY CONTROL
 RF0623  ___________________________________________________________________
 RF0623* NAD 83(1986)-  46 52 03.     (N)    069 00 46.     (W)     SCALED    
 RF0623* NAVD 88     -       344.954  (meters)    1131.74   (feet)  ADJUSTED  
 RF0623  ___________________________________________________________________
 RF0623  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 RF0623  DYNAMIC HT  -         344.976 (meters)    1131.81  (feet)  COMP
 RF0623  MODELED GRAV-     980,665.3   (mgal)                       NAVD 88
 RF0623
 RF0623  VERT ORDER  -  SECOND    CLASS II
 RF0623
 RF0623.The horizontal coordinates were scaled from a topographic map and have
 RF0623.an estimated accuracy of +/- 6 seconds.
 RF0623
 RF0623.The orthometric height was determined by differential leveling
 RF0623.and adjusted by the National Geodetic Survey in June 1991..
 RF0623
 RF0623.The geoid height was determined by GEOID03.
 RF0623
 RF0623.The dynamic height is computed by dividing the NAVD 88
 RF0623.geopotential number by the normal gravity value computed on the
 RF0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0623.degrees latitude (g = 980.6199 gals.).
 RF0623
 RF0623.The modeled gravity was interpolated from observed gravity values.
 RF0623
 RF0623;                    North         East    Units  Estimated Accuracy
 RF0623;SPC ME E     -   355,820.      260,910.      MT  (+/- 180 meters Scaled)
 RF0623
 RF0623                          SUPERSEDED SURVEY CONTROL
 RF0623
 RF0623.No superseded survey control is available for this station.
 RF0623
 RF0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM990904(NAD 83)
 RF0623_MARKER: DB = BENCH MARK DISK
 RF0623_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RF0623_SP_SET: COPPER-CLAD STEEL ROD
 RF0623_STAMPING: 23 JHS 1983
 RF0623_MARK LOGO: USGS  
 RF0623_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0623
 RF0623  HISTORY     - Date     Condition        Report By
 RF0623  HISTORY     - 1983     MONUMENTED       USGS-M
 RF0623
 RF0623                          STATION DESCRIPTION
 RF0623
 RF0623'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1983
 RF0623'30.3 MI WNW FROM PORTAGE.
 RF0623'30.3 MI (48.8 KM) WEST ALONG FISH RIVER LAKE ROAD FROM PORTAGE, 0.3
 RF0623'MI (0.5 KM) WEST OF WOOD BRIDGE OVER BIG BROOK, 50 FT (15.2 M) SOUTH
 RF0623'AND 110 FT (33.5 M) EAST OF T-ROAD LEADING SOUTH, 50 FT (15.2 M) SOUTH
 RF0623'AND 36 FT (11 M) WEST OF ROAD, AT A 6 FT (1.8 M) STEEL CULVERT, 1.5 FT
 RF0623'(0.46 M) WEST OF WITNESS POST, 2.8 FT (0.85 M) LOWER THAN T-ROAD
 RF0623'LEADING SOUTH, A STANDARD ROD SUPPORTED USGS TABLET CENTERED IN A
 RF0623'PLASTIC PIPE PROJECTING 0.2 FT (0.06 M) AND STAMPED 23 JHS 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0855 ***********************************************************************
 PE0855  DESIGNATION -  230
 PE0855  PID         -  PE0855
 PE0855  STATE/COUNTY-  ME/WALDO
 PE0855  USGS QUAD   -  BELFAST (1979)
 PE0855
 PE0855                         *CURRENT SURVEY CONTROL
 PE0855  ___________________________________________________________________
 PE0855* NAD 83(1986)-  44 29 38.     (N)    069 03 54.     (W)     SCALED    
 PE0855* NAVD 88     -        69.858  (meters)     229.19   (feet)  ADJUSTED  
 PE0855  ___________________________________________________________________
 PE0855  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 PE0855  DYNAMIC HT  -          69.852 (meters)     229.17  (feet)  COMP
 PE0855  MODELED GRAV-     980,536.6   (mgal)                       NAVD 88
 PE0855
 PE0855  VERT ORDER  -  SECOND    CLASS 0
 PE0855
 PE0855.The horizontal coordinates were scaled from a topographic map and have
 PE0855.an estimated accuracy of +/- 6 seconds.
 PE0855
 PE0855.The orthometric height was determined by differential leveling
 PE0855.and adjusted by the National Geodetic Survey in June 1991..
 PE0855
 PE0855.The geoid height was determined by GEOID03.
 PE0855
 PE0855.The dynamic height is computed by dividing the NAVD 88
 PE0855.geopotential number by the normal gravity value computed on the
 PE0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0855.degrees latitude (g = 980.6199 gals.).
 PE0855
 PE0855.The modeled gravity was interpolated from observed gravity values.
 PE0855
 PE0855;                    North         East    Units  Estimated Accuracy
 PE0855;SPC ME E     -    92,060.      255,070.      MT  (+/- 180 meters Scaled)
 PE0855
 PE0855                          SUPERSEDED SURVEY CONTROL
 PE0855
 PE0855  NGVD 29 (??/??/92)   70.071  (m)          229.89   (f) ADJ UNCH    2 0
 PE0855
 PE0855.Superseded values are not recommended for survey control.
 PE0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0855.See file dsdata.txt to determine how the superseded data were derived.
 PE0855
 PE0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK948267(NAD 83)
 PE0855_MARKER: DD = SURVEY DISK
 PE0855_SETTING: 80 = SET IN A BOULDER
 PE0855_SP_SET: BOULDER
 PE0855_STAMPING: MAINE 230
 PE0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0855+STABILITY: SURFACE MOTION
 PE0855
 PE0855  HISTORY     - Date     Condition        Report By
 PE0855  HISTORY     - UNK      MONUMENTED       USGS
 PE0855  HISTORY     - 1944     GOOD             NGS
 PE0855
 PE0855                          STATION DESCRIPTION
 PE0855
 PE0855'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 PE0855'1.4 MI SE FROM WALDO.
 PE0855'1.4 MILES SOUTHEAST ALONG THE BELFAST AND MOOSEHEAD LAKE RAILROAD
 PE0855'FROM THE STATION AT WALDO, WALDO COUNTY, 0.3 MILE SOUTHEAST OF
 PE0855'MILEPOST B 6, 23 FEET EAST OF THE CENTERLINE OF A COUNTY ROAD,
 PE0855'20.2 FEET NORTHEAST OF THE NORTHEAST RAIL, IN THE TOP OF A LARGE
 PE0855'FLAT BOULDER, AND 1/2 FOOT ABOVE GROUND.  A UNITED STATES
 PE0855'GEOLOGICAL SURVEY STANDARD DISK, STAMPED MAINE 230.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0139 ***********************************************************************
 QF0139  DESIGNATION -  238.3
 QF0139  PID         -  QF0139
 QF0139  STATE/COUNTY-  ME/WASHINGTON
 QF0139  USGS QUAD   -  CRAWFORD LAKE (1990)
 QF0139
 QF0139                         *CURRENT SURVEY CONTROL
 QF0139  ___________________________________________________________________
 QF0139* NAD 83(1986)-  45 07 02.     (N)    067 30 09.     (W)     SCALED    
 QF0139* NAVD 88     -        72.472  (meters)     237.77   (feet)  ADJUSTED  
 QF0139  ___________________________________________________________________
 QF0139  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 QF0139  DYNAMIC HT  -          72.470 (meters)     237.76  (feet)  COMP
 QF0139  MODELED GRAV-     980,601.5   (mgal)                       NAVD 88
 QF0139
 QF0139  VERT ORDER  -  SECOND    CLASS 0
 QF0139
 QF0139.The horizontal coordinates were scaled from a topographic map and have
 QF0139.an estimated accuracy of +/- 6 seconds.
 QF0139
 QF0139.The orthometric height was determined by differential leveling
 QF0139.and adjusted by the National Geodetic Survey in June 1991..
 QF0139
 QF0139.The geoid height was determined by GEOID03.
 QF0139
 QF0139.The dynamic height is computed by dividing the NAVD 88
 QF0139.geopotential number by the normal gravity value computed on the
 QF0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0139.degrees latitude (g = 980.6199 gals.).
 QF0139
 QF0139.The modeled gravity was interpolated from observed gravity values.
 QF0139
 QF0139;                    North         East    Units  Estimated Accuracy
 QF0139;SPC ME E     -   161,650.      378,480.      MT  (+/- 180 meters Scaled)
 QF0139
 QF0139                          SUPERSEDED SURVEY CONTROL
 QF0139
 QF0139  NGVD 29 (??/??/92)   72.673  (m)          238.43   (f) ADJ UNCH    2 0
 QF0139
 QF0139.Superseded values are not recommended for survey control.
 QF0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0139.See file dsdata.txt to determine how the superseded data were derived.
 QF0139
 QF0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK177970(NAD 83)
 QF0139_MARKER: Q = CHISELED SQUARE
 QF0139_SETTING: 80 = SET IN A BOULDER
 QF0139_SP_SET: BOULDER
 QF0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0139+STABILITY: SURFACE MOTION
 QF0139
 QF0139  HISTORY     - Date     Condition        Report By
 QF0139  HISTORY     - UNK      MONUMENTED       USGS
 QF0139  HISTORY     - 1935     GOOD             NGS
 QF0139
 QF0139                          STATION DESCRIPTION
 QF0139
 QF0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QF0139'2.2 MI S FROM SOUTH PRINCETON.
 QF0139'2.2 MILES SOUTH ALONG THE ALEXANDER ROAD FROM SOUTH PRINCETON,
 QF0139'WASHINGTON COUNTY, 20 FEET EAST OF THE CENTER LINE OF THE ROAD,
 QF0139'AND ON THE TOP OF A BOULDER.  A CHISELED SQUARE, PAINTED USBM
 QF0139'238.3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1190 ***********************************************************************
 PE1190  DESIGNATION -  24
 PE1190  PID         -  PE1190
 PE1190  STATE/COUNTY-  ME/KENNEBEC
 PE1190  USGS QUAD   -  AUGUSTA (1991)
 PE1190
 PE1190                         *CURRENT SURVEY CONTROL
 PE1190  ___________________________________________________________________
 PE1190* NAD 83(1986)-  44 17 03.     (N)    069 47 29.     (W)     SCALED    
 PE1190* NAVD 88     -        11.290  (meters)      37.04   (feet)  ADJUSTED  
 PE1190  ___________________________________________________________________
 PE1190  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 PE1190  DYNAMIC HT  -          11.288 (meters)      37.03  (feet)  COMP
 PE1190  MODELED GRAV-     980,522.3   (mgal)                       NAVD 88
 PE1190
 PE1190  VERT ORDER  -  SECOND    CLASS 0
 PE1190
 PE1190.The horizontal coordinates were scaled from a topographic map and have
 PE1190.an estimated accuracy of +/- 6 seconds.
 PE1190
 PE1190.The orthometric height was determined by differential leveling
 PE1190.and adjusted by the National Geodetic Survey in June 1991..
 PE1190.WARNING-Repeat measurements at this control monument indicate possible
 PE1190.vertical movement.
 PE1190
 PE1190.The geoid height was determined by GEOID03.
 PE1190
 PE1190.The dynamic height is computed by dividing the NAVD 88
 PE1190.geopotential number by the normal gravity value computed on the
 PE1190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1190.degrees latitude (g = 980.6199 gals.).
 PE1190
 PE1190.The modeled gravity was interpolated from observed gravity values.
 PE1190
 PE1190;                    North         East    Units  Estimated Accuracy
 PE1190;SPC ME W     -   161,260.      929,960.      MT  (+/- 180 meters Scaled)
 PE1190
 PE1190                          SUPERSEDED SURVEY CONTROL
 PE1190
 PE1190  NGVD 29 (??/??/92)   11.499  (m)           37.73   (f) ADJ UNCH    2 0
 PE1190
 PE1190.Superseded values are not recommended for survey control.
 PE1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1190.See file dsdata.txt to determine how the superseded data were derived.
 PE1190
 PE1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK368037(NAD 83)
 PE1190_MARKER: DD = SURVEY DISK
 PE1190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1190_STAMPING: NO 24
 PE1190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1190+STABILITY: SURFACE MOTION
 PE1190
 PE1190  HISTORY     - Date     Condition        Report By
 PE1190  HISTORY     - UNK      MONUMENTED       MEGS
 PE1190  HISTORY     - 1962     GOOD             NGS
 PE1190  HISTORY     - 1974     MARK NOT FOUND   NGS
 PE1190
 PE1190                          STATION DESCRIPTION
 PE1190
 PE1190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PE1190'AT HALLOWELL.
 PE1190'AT HALLOWELL, ALONG SECOND STREET, BETWEEN UNION AND ACADEMY
 PE1190'STREET, 23 FEET SOUTHEAST OF THE CENTER LINE OF SECOND STREET,
 PE1190'17.4 FEET SOUTHWEST OF THE WEST CORNER OF THE HALLOWELL FIRE
 PE1190'DEPT. BUILDING, ABOUT LEVEL WITH THE STREET AND SET IN THE TOP
 PE1190'OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE
 PE1190'GROUND.
 PE1190
 PE1190                          STATION RECOVERY (1974)
 PE1190
 PE1190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 PE1190'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2762 ***********************************************************************
 OC2762  DESIGNATION -  24 ATF AZ MK 1976
 OC2762  PID         -  OC2762
 OC2762  STATE/COUNTY-  ME/OXFORD
 OC2762  USGS QUAD   -  KEZAR FALLS (1989)
 OC2762
 OC2762                         *CURRENT SURVEY CONTROL
 OC2762  ___________________________________________________________________
 OC2762* NAD 83(1996)-  43 47 40.16264(N)    070 59 03.56376(W)     ADJUSTED  
 OC2762* NAVD 88     -       118.0    (meters)     387.     (feet)  VERTCON   
 OC2762  ___________________________________________________________________
 OC2762  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 OC2762  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 OC2762
 OC2762  HORZ ORDER  -  SECOND
 OC2762
 OC2762.The horizontal coordinates were established by classical geodetic methods
 OC2762.and adjusted by the National Geodetic Survey in March 1998..
 OC2762
 OC2762.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2762.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2762
 OC2762.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2762
 OC2762.The geoid height was determined by GEOID03.
 OC2762
 OC2762;                    North         East     Units Scale Factor Converg.
 OC2762;SPC ME W     -   107,104.776   834,195.029   MT  1.00001991   -0 33 57.2
 OC2762;UTM  19      - 4,850,961.243   340,359.143   MT  0.99991347   -1 22 24.9
 OC2762
 OC2762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2762!SPC ME W     -   0.99998576  x   1.00001991  =   1.00000567
 OC2762!UTM  19      -   0.99998576  x   0.99991347  =   0.99989923
 OC2762
 OC2762|---------------------------------------------------------------------|
 OC2762| PID    Reference Object                     Distance      Geod. Az  |
 OC2762|                                                           dddmmss.s |
 OC2762| OC2763 24 ATF RM 1 1976                    399.482 METERS 25522     |
 OC2762| OC0568 24 ATF MEGS NHGS                    398.653 METERS 25657     |
 OC2762|---------------------------------------------------------------------|
 OC2762
 OC2762                          SUPERSEDED SURVEY CONTROL
 OC2762
 OC2762  NAD 83(1992)-  43 47 40.16200(N)    070 59 03.56663(W) AD(       ) 2
 OC2762  NAD 83(1986)-  43 47 40.17032(N)    070 59 03.57198(W) AD(       ) 2
 OC2762  NAD 27      -  43 47 39.89629(N)    070 59 05.33905(W) AD(       ) 2
 OC2762  NGVD 29 (07/19/86)  118.2    (m)          388.     (f) VERT ANG       
 OC2762
 OC2762.Superseded values are not recommended for survey control.
 OC2762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2762.See file dsdata.txt to determine how the superseded data were derived.
 OC2762
 OC2762_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ4035950961(NAD 83)
 OC2762_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OC2762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC2762_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OC2762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC2762+STABILITY: SURFACE MOTION
 OC2762_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OC2762+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2004
 OC2762
 OC2762  HISTORY     - Date     Condition        Report By
 OC2762  HISTORY     - 1976     MONUMENTED       NGS
 OC2762  HISTORY     - 20040424 GOOD             GEOCAC
 OC2762
 OC2762                          STATION DESCRIPTION
 OC2762
 OC2762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2762'THIS STATION WAS ESTABLISHED BY AN EDM MEASUREMENT FROM
 OC2762'TRAVERSE STATION 24 ATF. SEE DESCRIPTION THEREOF.
 OC2762'
 OC2762'DESCRIBED BY JERRY E. ELLINGWOOD.
 OC2762'
 OC2762'THE HEIGHT OF LIGHT ABOVE THE STATION WAS 1.0 METER.
 OC2762
 OC2762                          STATION RECOVERY (2004)
 OC2762
 OC2762'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 OC2762'FOUND IN GOOD CONDITION AT DESCRIBED LOCATION. IS WITHIN ONE FOOT OF A
 OC2762'WITNESS POST AND WITHIN TWO FEET OF LINE POLE NO. 506-194
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0568 ***********************************************************************
 OC0568  DESIGNATION -  24 ATF MEGS NHGS
 OC0568  PID         -  OC0568
 OC0568  STATE/COUNTY-  ME/OXFORD
 OC0568  USGS QUAD   -  KEZAR FALLS (1989)
 OC0568
 OC0568                         *CURRENT SURVEY CONTROL
 OC0568  ___________________________________________________________________
 OC0568* NAD 83(1996)-  43 47 37.24459(N)    070 59 20.93446(W)     ADJUSTED  
 OC0568* NAVD 88     -       122.230  (meters)     401.02   (feet)  ADJUSTED  
 OC0568  ___________________________________________________________________
 OC0568  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 OC0568  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 OC0568  DYNAMIC HT  -         122.210 (meters)     400.95  (feet)  COMP
 OC0568  MODELED GRAV-     980,449.1   (mgal)                       NAVD 88
 OC0568
 OC0568  HORZ ORDER  -  SECOND
 OC0568  VERT ORDER  -  FIRST     CLASS II
 OC0568
 OC0568.The horizontal coordinates were established by classical geodetic methods
 OC0568.and adjusted by the National Geodetic Survey in March 1998..
 OC0568
 OC0568.The orthometric height was determined by differential leveling
 OC0568.and adjusted by the National Geodetic Survey in June 1991..
 OC0568
 OC0568.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC0568
 OC0568.The geoid height was determined by GEOID03.
 OC0568
 OC0568.The dynamic height is computed by dividing the NAVD 88
 OC0568.geopotential number by the normal gravity value computed on the
 OC0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0568.degrees latitude (g = 980.6199 gals.).
 OC0568
 OC0568.The modeled gravity was interpolated from observed gravity values.
 OC0568
 OC0568;                    North         East     Units Scale Factor Converg.
 OC0568;SPC ME W     -   107,018.565   833,805.802   MT  1.00002054   -0 34 09.2
 OC0568;UTM  19      - 4,850,880.535   339,968.780   MT  0.99991500   -1 22 36.9
 OC0568
 OC0568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC0568!SPC ME W     -   0.99998510  x   1.00002054  =   1.00000564
 OC0568!UTM  19      -   0.99998510  x   0.99991500  =   0.99990011
 OC0568
 OC0568|---------------------------------------------------------------------|
 OC0568| PID    Reference Object                     Distance      Geod. Az  |
 OC0568|                                                           dddmmss.s |
 OC0568| OC2762 24 ATF AZ MK 1976                   398.653 METERS 07657     |
 OC0568| OC2763 24 ATF RM 1 1976                     11.072 METERS 17027     |
 OC0568| OC2764 24 ATF RM 2                          14.903 METERS 26145     |
 OC0568|---------------------------------------------------------------------|
 OC0568
 OC0568                          SUPERSEDED SURVEY CONTROL
 OC0568
 OC0568  NAD 83(1992)-  43 47 37.24395(N)    070 59 20.93734(W) AD(       ) 2
 OC0568  NAD 83(1986)-  43 47 37.25228(N)    070 59 20.94270(W) AD(       ) 2
 OC0568  NAD 27      -  43 47 36.97824(N)    070 59 22.70917(W) AD(       ) 2
 OC0568  NGVD 29 (??/??/92)  122.395  (m)          401.56   (f) ADJ UNCH    1 2
 OC0568
 OC0568.Superseded values are not recommended for survey control.
 OC0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0568.See file dsdata.txt to determine how the superseded data were derived.
 OC0568
 OC0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ3996950881(NAD 83)
 OC0568_MARKER: DD = SURVEY DISK
 OC0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC0568_SP_SET: STONE POST
 OC0568_STAMPING: 24 ATF
 OC0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC0568+STABILITY: SURFACE MOTION
 OC0568
 OC0568  HISTORY     - Date     Condition        Report By
 OC0568  HISTORY     - 1976     MONUMENTED       NGS
 OC0568  HISTORY     - 1955     GOOD             NGS
 OC0568  HISTORY     - 20040612 POOR             GEOCAC
 OC0568
 OC0568                          STATION DESCRIPTION
 OC0568
 OC0568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC0568'THE STATION IS LOCATED ON THE MAINE/NEW HAMPSHIRE BORDER,
 OC0568'2.75 MILES WEST OF PORTER, MAINE, 3 MILES NORTHEAST OF
 OC0568'GREEN MOUNTAIN, 3.25 MILES EAST OF EFFINGHAM FALLS, NEW
 OC0568'HAMPSHIRE.  THE STATION IS ON THE STATE BORDER OF MAINE
 OC0568'AND NEW HAMPSHIRE AND THEREFORE PERMISSION TO USE THE
 OC0568'PROPERTY IS NOT REQUIRED.
 OC0568'
 OC0568'TO REACH FROM THE POST OFFICE IN PORTER, MAINE, GO WESTERLY
 OC0568'ON STATE ROUTE 25 FOR 0.1 MILE TO A SIDE ROAD ON THE LEFT,
 OC0568'STATE ROUTE 160, CONTINUE STRAIGHT ON STATE ROUTE 25 FOR 0.3
 OC0568'MILE TO CROSS ROADS, CONTINUE STRAIGHT FOR 2.4 MILES TO THE
 OC0568'AZIMUTH MARK ON THE RIGHT, CONTINUE WEST FOR 0.2 MILE TO
 OC0568'THE MAINE/NEW HAMPSHIRE BORDER AND THE STATION ON THE RIGHT.
 OC0568'
 OC0568'THE STATION MARK IS A STANDARD MAINE/NEW HAMPSHIRE BORDER
 OC0568'DISK, STAMPED---24---, SET IN A CUT GRANITE 9 INCH BY 12
 OC0568'INCH BY 4 FOOT TALL MONUMENT.  IT IS 17 FEET NORTH OF THE
 OC0568'CENTERLINE OF STATE ROUTE 25, 39.3 FEET NORTH OF A METAL
 OC0568'WITNESS POST AT REFERENCE MARK 1, 9
 OC0568'FEET SOUTHWEST OF A WOODEN SIGN (STATE LINE NEW HAMPSHIRE)
 OC0568'STATE LINE MAINE) AND 45 FEET NORTH-NORTHEAST OF POWER POLE
 OC0568'1/390.
 OC0568'
 OC0568'REFERENCE MARK 1, STAMPED---MONUMENT 24 NO 1 1976---, IS A
 OC0568'STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OC0568'POST WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 19 FEET
 OC0568'SOUTH OF THE CENTERLINE OF STATE ROUTE 25, 3 FEET NORTH OF
 OC0568'A METAL WITNESS POST AND 15.8 FEET EAST OF POWER POLE 1/390.
 OC0568'
 OC0568'REFERENCE MARK 2, STAMPED---M0NUMENT 24 NO 2 1976---, IS A
 OC0568'STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OC0568'POST WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 22 FEET
 OC0568'NORTH OF THE CENTERLINE OF STATE ROUTE 25, 1.5 FEET SOUTH OF
 OC0568'A WOODEN RAIL FENCE, 13 FEET WEST OF A TRACK ROAD AND
 OC0568'55 FEET NORTHWEST OF POWER POLE 1/390.
 OC0568'
 OC0568'THE AZIMUTH MARK, STAMPED---MONUMENT 24 AZ 1976---, IS A
 OC0568'STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 12 INCH
 OC0568'CYLINDRICAL CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE
 OC0568'GROUND SURFACE.  IT IS 4.5 FEET NORTHEAST OF POWER POLE 39)
 OC0568'87, 25.5 FEET NORTH OF THE CENTERLINE OF STATE ROUTE 25
 OC0568'AND 3.5 FEET SOUTH OF A METAL WITNESS POST.
 OC0568'
 OC0568'THE HEIGHT OF LIGHT ABOVE THE STATION WAS 0.10 METERS.
 OC0568'
 OC0568'DESCRIBED BY JERRY E. ELLINGWOOD.
 OC0568
 OC0568                          STATION RECOVERY (1955)
 OC0568
 OC0568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 OC0568'3.2 MI W FROM PORTER.
 OC0568'3.25 MILES WEST ALONG STATE HIGHWAY 25 FROM THE BRIDGE OVER MILL
 OC0568'BROOK AT PORTER, OXFORD COUNTY MAINE, ABOUT 3.75 MILES EAST ALONG
 OC0568'STATE HIGHWAY 25 FROM THE JUNCTION OF STATE HIGHWAY 153 AT
 OC0568'EFFINGHAM FALLS, CARROLL COUNTY, NEW HAMPSHIRE, AT THE STATE
 OC0568'LINE, IN THE TOP OF A 2.9 FOOT HIGH STONE POST MARKING THE
 OC0568'STATE LINE, 17 FEET NORTH OF CENTER LINE OF HIGHWAY AND ABOUT
 OC0568'4 1/2 FEET ABOVE LEVEL OF HIGHWAY.
 OC0568
 OC0568                          STATION RECOVERY (2004)
 OC0568
 OC0568'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 OC0568'THE MAIN STATION MARK IS NOT AT THE DESCRIBED LOCATION.
 OC0568' 
 OC0568'RM NO.1 WAS NOT LOCATED BECAUSE THE DESCRIBED REFERENCES DO NOT EXIST.
 OC0568' 
 OC0568' 
 OC0568'RM NO.2 WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0662 ***********************************************************************
 RF0662  DESIGNATION -  24 JHS
 RF0662  PID         -  RF0662
 RF0662  STATE/COUNTY-  ME/AROOSTOOK
 RF0662  USGS QUAD   -  BLUE BROOK (1986)
 RF0662
 RF0662                         *CURRENT SURVEY CONTROL
 RF0662  ___________________________________________________________________
 RF0662* NAD 83(1986)-  46 50 11.     (N)    069 24 58.     (W)     SCALED    
 RF0662* NAVD 88     -       299.519  (meters)     982.67   (feet)  ADJUSTED  
 RF0662  ___________________________________________________________________
 RF0662  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 RF0662  DYNAMIC HT  -         299.541 (meters)     982.74  (feet)  COMP
 RF0662  MODELED GRAV-     980,678.0   (mgal)                       NAVD 88
 RF0662
 RF0662  VERT ORDER  -  SECOND    CLASS II
 RF0662
 RF0662.The horizontal coordinates were scaled from a topographic map and have
 RF0662.an estimated accuracy of +/- 6 seconds.
 RF0662
 RF0662.The orthometric height was determined by differential leveling
 RF0662.and adjusted by the National Geodetic Survey in June 1991..
 RF0662
 RF0662.The geoid height was determined by GEOID03.
 RF0662
 RF0662.The dynamic height is computed by dividing the NAVD 88
 RF0662.geopotential number by the normal gravity value computed on the
 RF0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0662.degrees latitude (g = 980.6199 gals.).
 RF0662
 RF0662.The modeled gravity was interpolated from observed gravity values.
 RF0662
 RF0662;                    North         East    Units  Estimated Accuracy
 RF0662;SPC ME E     -   352,650.      230,120.      MT  (+/- 180 meters Scaled)
 RF0662
 RF0662                          SUPERSEDED SURVEY CONTROL
 RF0662
 RF0662.No superseded survey control is available for this station.
 RF0662
 RF0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM682870(NAD 83)
 RF0662_MARKER: DD = SURVEY DISK
 RF0662_SETTING: 66 = SET IN ROCK OUTCROP
 RF0662_SP_SET: ROCK OUTCROP
 RF0662_STAMPING: 24 JHS 1984
 RF0662_MARK LOGO: USGS  
 RF0662_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0662+STABILITY: POSITION/ELEVATION WELL
 RF0662
 RF0662  HISTORY     - Date     Condition        Report By
 RF0662  HISTORY     - 1984     MONUMENTED       USGS-M
 RF0662
 RF0662                          STATION DESCRIPTION
 RF0662
 RF0662'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1984
 RF0662'16.4 MI NNE FROM CLAYTON LAKE.
 RF0662'CLAYTON LAKE POST OFFICE, 0.8 MI (1.3 KM) NW. OF THENCE 18.6 MI
 RF0662'(29.9 KM) N. ALONG MAIN TRAVELED RD. TO JCT. OF E.-W. RD. AND BM 17
 RF0662'JHS 1984 THENCE 6.1 MI (9.8 KM) E. TO JCT. OF RD. LEADING N. TO BLUE
 RF0662'POND AND THE BM, 0.3 MI (0.5 KM) S. AND 3 MI (4.8 KM) E. OF NW. COR.
 RF0662'OF T. 13, R. 13, WELS, 110 FT (33.5 M) NE. ALONG RD. THENCE 23 FT
 RF0662'(7 M) SE. AND 3.9 FT (1.2 M) LOWER THAN Y-RD. NE., 10 FT (3 M) N. OF
 RF0662'WITNESS POST, SET IN BED ROCK, FLUSH WITH GROUND.
 RF0662'THE MARK IS 3.9 FT BELOW THE Y-ROAD NE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0624 ***********************************************************************
 RF0624  DESIGNATION -  24 JHS USGS
 RF0624  PID         -  RF0624
 RF0624  STATE/COUNTY-  ME/AROOSTOOK
 RF0624  USGS QUAD   -  MC KEEN LAKE (1986)
 RF0624
 RF0624                         *CURRENT SURVEY CONTROL
 RF0624  ___________________________________________________________________
 RF0624* NAD 83(1986)-  46 52 56.     (N)    069 00 27.     (W)     SCALED    
 RF0624* NAVD 88     -       366.667  (meters)    1202.97   (feet)  ADJUSTED  
 RF0624  ___________________________________________________________________
 RF0624  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 RF0624  DYNAMIC HT  -         366.690 (meters)    1203.05  (feet)  COMP
 RF0624  MODELED GRAV-     980,666.9   (mgal)                       NAVD 88
 RF0624
 RF0624  VERT ORDER  -  SECOND    CLASS II
 RF0624
 RF0624.The horizontal coordinates were scaled from a topographic map and have
 RF0624.an estimated accuracy of +/- 6 seconds.
 RF0624
 RF0624.The orthometric height was determined by differential leveling
 RF0624.and adjusted by the National Geodetic Survey in June 1991..
 RF0624
 RF0624.The geoid height was determined by GEOID03.
 RF0624
 RF0624.The dynamic height is computed by dividing the NAVD 88
 RF0624.geopotential number by the normal gravity value computed on the
 RF0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0624.degrees latitude (g = 980.6199 gals.).
 RF0624
 RF0624.The modeled gravity was interpolated from observed gravity values.
 RF0624
 RF0624;                    North         East    Units  Estimated Accuracy
 RF0624;SPC ME E     -   357,460.      261,320.      MT  (+/- 180 meters Scaled)
 RF0624
 RF0624                          SUPERSEDED SURVEY CONTROL
 RF0624
 RF0624.No superseded survey control is available for this station.
 RF0624
 RF0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM994920(NAD 83)
 RF0624_MARKER: DB = BENCH MARK DISK
 RF0624_SETTING: 80 = SET IN A BOULDER
 RF0624_SP_SET: BOULDER
 RF0624_STAMPING: 24 JHS 1983
 RF0624_MARK LOGO: USGS  
 RF0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0624+STABILITY: SURFACE MOTION
 RF0624
 RF0624  HISTORY     - Date     Condition        Report By
 RF0624  HISTORY     - 1983     MONUMENTED       USGS-M
 RF0624
 RF0624                          STATION DESCRIPTION
 RF0624
 RF0624'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1983
 RF0624'31.1 MI WNW FROM PORTAGE.
 RF0624'30.2 MI (48.6 KM) WEST ALONG FISH RIVER LAKE ROAD FROM PORTAGE,
 RF0624'THENCE 0.9 MI (1.5 KM) NORTH ALONG MAIN TRAVELED ROAD, 0.3 MI (0.5 KM)
 RF0624'WEST OF BIG BROOK, ABOUT 1 MI (1.6 KM) EAST-SOUTHEAST OF MINK POND,
 RF0624'330 FT (100 M) NORTHEAST OF SHALE PIT, 48 FT (14.6 M) SOUTHEAST OF
 RF0624'ROAD, 22 FT (6.7 M) NORTHEAST OF DIM TRAIL LEADING SOUTHEAST, SET IN
 RF0624'THE TOP OF A 9- BY 13-FOOT BOULDER PROJECTING 6 FEET ABOVE THE GROUND,
 RF0624'3.1 FT (0.9 M) HIGHER THAN ROAD, A STANDARD TABLET STAMPED 24 JHS USGS
 RF0624'1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0107 ***********************************************************************
 PD0107  DESIGNATION -  24 USGS
 PD0107  PID         -  PD0107
 PD0107  STATE/COUNTY-  ME/WASHINGTON
 PD0107  USGS QUAD   -  MACHIAS BAY (1993)
 PD0107
 PD0107                         *CURRENT SURVEY CONTROL
 PD0107  ___________________________________________________________________
 PD0107* NAD 83(1986)-  44 40 27.     (N)    067 15 54.     (W)     SCALED    
 PD0107* NAVD 88     -         7.056  (meters)      23.15   (feet)  ADJUSTED  
 PD0107  ___________________________________________________________________
 PD0107  GEOID HEIGHT-         -22.53  (meters)                     GEOID03
 PD0107  DYNAMIC HT  -           7.056 (meters)      23.15  (feet)  COMP
 PD0107  MODELED GRAV-     980,610.1   (mgal)                       NAVD 88
 PD0107
 PD0107  VERT ORDER  -  FIRST     CLASS II
 PD0107
 PD0107.The horizontal coordinates were scaled from a topographic map and have
 PD0107.an estimated accuracy of +/- 6 seconds.
 PD0107
 PD0107.The orthometric height was determined by differential leveling
 PD0107.and adjusted by the National Geodetic Survey in June 1991..
 PD0107
 PD0107.The geoid height was determined by GEOID03.
 PD0107
 PD0107.The dynamic height is computed by dividing the NAVD 88
 PD0107.geopotential number by the normal gravity value computed on the
 PD0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0107.degrees latitude (g = 980.6199 gals.).
 PD0107
 PD0107.The modeled gravity was interpolated from observed gravity values.
 PD0107
 PD0107;                    North         East    Units  Estimated Accuracy
 PD0107;SPC ME E     -   112,680.      397,920.      MT  (+/- 180 meters Scaled)
 PD0107
 PD0107                          SUPERSEDED SURVEY CONTROL
 PD0107
 PD0107  NGVD 29 (??/??/92)    7.163  (m)           23.50   (f) ADJ UNCH    1 2
 PD0107
 PD0107.Superseded values are not recommended for survey control.
 PD0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0107.See file dsdata.txt to determine how the superseded data were derived.
 PD0107
 PD0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK375482(NAD 83)
 PD0107_MARKER: DD = SURVEY DISK
 PD0107_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PD0107_SP_SET: CULVERT
 PD0107_STAMPING: ME 1917 24 FT
 PD0107_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PD0107
 PD0107  HISTORY     - Date     Condition        Report By
 PD0107  HISTORY     - 1917     MONUMENTED       USGS
 PD0107  HISTORY     - 1935     GOOD             NGS
 PD0107  HISTORY     - 1946     GOOD             NGS
 PD0107  HISTORY     - 1978     GOOD             NGS
 PD0107
 PD0107                          STATION DESCRIPTION
 PD0107
 PD0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PD0107'3.6 MI NW FROM CUTLER.
 PD0107'3.6 MILES NORTHWEST ALONG STATE HIGHWAY 191 FROM THE POST OFFICE
 PD0107'AT CUTLER, WASHINGTON COUNTY, ABOUT 0.5 MILE NORTHWEST OF THE
 PD0107'JUNCTION OF A COUNTY ROAD, IN THE TOP OF THE SOUTHEAST END OF
 PD0107'THE NORTHEAST CONCRETE HEAD WALL OF AN 8- BY 16-FOOT CONCRETE
 PD0107'CULVERT, 1 FOOT NORTHWEST OF THE SOUTHEAST END OF A GUARDRAIL,
 PD0107'AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.  A UNITED STATES
 PD0107'GEOLOGICAL SURVEY STANDARD DISK, STAMPED ME 1917 24 FT.
 PD0107
 PD0107                          STATION RECOVERY (1946)
 PD0107
 PD0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 PD0107'RECOVERED IN GOOD CONDITION.
 PD0107
 PD0107                          STATION RECOVERY (1978)
 PD0107
 PD0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PD0107'NOTE- BOX CULVERT IS NO LONGER IN USE. ALSO 3.65 MILES NORTHWEST
 PD0107'ALONG STATE HIGHWAY 191 FROM THE POST OFFICE AT CUTLER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0028 ***********************************************************************
 PE0028  DESIGNATION -  24 USGS
 PE0028  PID         -  PE0028
 PE0028  STATE/COUNTY-  ME/HANCOCK
 PE0028  USGS QUAD   -  ELLSWORTH (1981)
 PE0028
 PE0028                         *CURRENT SURVEY CONTROL
 PE0028  ___________________________________________________________________
 PE0028* NAD 83(1986)-  44 32 35.     (N)    068 25 18.     (W)     SCALED    
 PE0028* NAVD 88     -         7.219  (meters)      23.68   (feet)  ADJUSTED  
 PE0028  ___________________________________________________________________
 PE0028  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 PE0028  DYNAMIC HT  -           7.218 (meters)      23.68  (feet)  COMP
 PE0028  MODELED GRAV-     980,567.5   (mgal)                       NAVD 88
 PE0028
 PE0028  VERT ORDER  -  FIRST     CLASS I
 PE0028
 PE0028.The horizontal coordinates were scaled from a topographic map and have
 PE0028.an estimated accuracy of +/- 6 seconds.
 PE0028
 PE0028.The orthometric height was determined by differential leveling
 PE0028.and adjusted by the National Geodetic Survey in June 1991..
 PE0028.WARNING-Repeat measurements at this control monument indicate possible
 PE0028.vertical movement.
 PE0028
 PE0028.The geoid height was determined by GEOID03.
 PE0028
 PE0028.The dynamic height is computed by dividing the NAVD 88
 PE0028.geopotential number by the normal gravity value computed on the
 PE0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0028.degrees latitude (g = 980.6199 gals.).
 PE0028
 PE0028.The modeled gravity was interpolated from observed gravity values.
 PE0028
 PE0028;                    North         East    Units  Estimated Accuracy
 PE0028;SPC ME E     -    97,370.      306,230.      MT  (+/- 180 meters Scaled)
 PE0028
 PE0028                          SUPERSEDED SURVEY CONTROL
 PE0028
 PE0028  NGVD 29 (??/??/92)    7.406  (m)           24.30   (f) ADJ UNCH    1 1
 PE0028
 PE0028.Superseded values are not recommended for survey control.
 PE0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0028.See file dsdata.txt to determine how the superseded data were derived.
 PE0028
 PE0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK459323(NAD 83)
 PE0028_MARKER: DB = BENCH MARK DISK
 PE0028_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE0028_SP_SET: BUILDING
 PE0028_STAMPING: 24.341 BANGOR
 PE0028_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0028
 PE0028  HISTORY     - Date     Condition        Report By
 PE0028  HISTORY     - 1908     MONUMENTED       USGS
 PE0028  HISTORY     - 1966     GOOD             NGS
 PE0028  HISTORY     - 1978     GOOD             DMA
 PE0028  HISTORY     - 1985     GOOD             USPSQD
 PE0028  HISTORY     - 1985     GOOD             USPSQD
 PE0028  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 PE0028
 PE0028                          STATION DESCRIPTION
 PE0028
 PE0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0028'AT ELLSWORTH.
 PE0028'AT ELLSWORTH, ABOUT 0.3 MILE WEST ALONG MAIN STREET FROM THE
 PE0028'CROSSING OF THE MAINE CENTRAL RAILROAD, NEAR THE INTERSECTION OF
 PE0028'MAIN AND WATER STREETS, SET VERTICALLY IN THE SOUTH FACE OF THE
 PE0028'STONE FOUNDATION OF THE UNION TRUST COMPANY BUILDING, 31.3 FEET
 PE0028'EAST OF THE EAST CURB OF WATER STREET, 8.5 FEET NORTH OF THE
 PE0028'NORTH CURB OF MAIN STREET, 2 FEET WEST OF THE WEST EDGE OF THE
 PE0028'ENTRANCE ON THE SOUTH SIDE OF BUILDING, AND ABOUT 1.4 FEET ABOVE
 PE0028'THE LEVEL OF THE SIDEWALK.
 PE0028
 PE0028                          STATION RECOVERY (1978)
 PE0028
 PE0028'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PE0028'RECOVERED IN GOOD CONDITION.
 PE0028
 PE0028                          STATION RECOVERY (1985)
 PE0028
 PE0028'RECOVERY NOTE BY US POWER SQUADRON 1985
 PE0028'RECOVERED IN GOOD CONDITION.
 PE0028
 PE0028                          STATION RECOVERY (1985)
 PE0028
 PE0028'RECOVERY NOTE BY US POWER SQUADRON 1985
 PE0028'RECOVERED IN GOOD CONDITION.
 PE0028
 PE0028                          STATION RECOVERY (1987)
 PE0028
 PE0028'RECOVERY NOTE BY US POWER SQUADRON 1987 (ELG)
 PE0028'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0175 ***********************************************************************
 PD0175  DESIGNATION -  24+06 MCRR
 PD0175  PID         -  PD0175
 PD0175  STATE/COUNTY-  ME/WASHINGTON
 PD0175  USGS QUAD   -  PORCUPINE MOUNTAIN (1987)
 PD0175
 PD0175                         *CURRENT SURVEY CONTROL
 PD0175  ___________________________________________________________________
 PD0175* NAD 83(1986)-  44 55 46.     (N)    067 15 42.     (W)     SCALED    
 PD0175* NAVD 88     -        44.446  (meters)     145.82   (feet)  ADJUSTED  
 PD0175  ___________________________________________________________________
 PD0175  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 PD0175  DYNAMIC HT  -          44.445 (meters)     145.82  (feet)  COMP
 PD0175  MODELED GRAV-     980,596.5   (mgal)                       NAVD 88
 PD0175
 PD0175  VERT ORDER  -  FIRST     CLASS I
 PD0175
 PD0175.The horizontal coordinates were scaled from a topographic map and have
 PD0175.an estimated accuracy of +/- 6 seconds.
 PD0175
 PD0175.The orthometric height was determined by differential leveling
 PD0175.and adjusted by the National Geodetic Survey in June 1991..
 PD0175.WARNING-Repeat measurements at this control monument indicate possible
 PD0175.vertical movement.
 PD0175
 PD0175.The geoid height was determined by GEOID03.
 PD0175
 PD0175.The dynamic height is computed by dividing the NAVD 88
 PD0175.geopotential number by the normal gravity value computed on the
 PD0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0175.degrees latitude (g = 980.6199 gals.).
 PD0175
 PD0175.The modeled gravity was interpolated from observed gravity values.
 PD0175
 PD0175;                    North         East    Units  Estimated Accuracy
 PD0175;SPC ME E     -   141,050.      397,750.      MT  (+/- 180 meters Scaled)
 PD0175
 PD0175                          SUPERSEDED SURVEY CONTROL
 PD0175
 PD0175  NGVD 29 (??/??/92)   44.648  (m)          146.48   (f) ADJ UNCH    1 1
 PD0175
 PD0175.Superseded values are not recommended for survey control.
 PD0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0175.See file dsdata.txt to determine how the superseded data were derived.
 PD0175
 PD0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK371765(NAD 83)
 PD0175_MARKER: DD = SURVEY DISK
 PD0175_SETTING: 66 = SET IN ROCK OUTCROP
 PD0175_SP_SET: ROCK OUTCROP
 PD0175_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0175+STABILITY: POSITION/ELEVATION WELL
 PD0175
 PD0175  HISTORY     - Date     Condition        Report By
 PD0175  HISTORY     - UNK      MONUMENTED       MCRR
 PD0175  HISTORY     - 1966     GOOD             NGS
 PD0175  HISTORY     - 1978     GOOD             DMA
 PD0175
 PD0175                          STATION DESCRIPTION
 PD0175
 PD0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PD0175'2.3 MI N FROM DENNYSVILLE.
 PD0175'2.3 MILES NORTH ALONG THE MAINE CENTRAL RAILROAD FROM THE CROSSING
 PD0175'OF STATE HIGHWAY 86 AT DENNYSVILLE, ABOUT 0.35 MILE SOUTH OF
 PD0175'MILEPOST C20/P250, 10.8 FEET NORTHEAST OF THE NORTHEAST RAIL,
 PD0175'ABOUT 4 1/2 FEET ABOVE THE LEVEL OF THE TRACK, AND IS AN UNMARKED
 PD0175'POINT ON THE HIGHEST PART OF AN 11-BY-12-FOOT ROCK OUTCROP THAT
 PD0175'PROJECTS ABOUT 4 FEET.
 PD0175
 PD0175                          STATION RECOVERY (1978)
 PD0175
 PD0175'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PD0175'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0287 ***********************************************************************
 QG0287  DESIGNATION -  241
 QG0287  PID         -  QG0287
 QG0287  STATE/COUNTY-  ME/PENOBSCOT
 QG0287  USGS QUAD   -  LINCOLN WEST (1988)
 QG0287
 QG0287                         *CURRENT SURVEY CONTROL
 QG0287  ___________________________________________________________________
 QG0287* NAD 83(1986)-  45 20 28.     (N)    068 32 05.     (W)     SCALED    
 QG0287* NAVD 88     -        73.656  (meters)     241.65   (feet)  ADJUSTED  
 QG0287  ___________________________________________________________________
 QG0287  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 QG0287  DYNAMIC HT  -          73.655 (meters)     241.65  (feet)  COMP
 QG0287  MODELED GRAV-     980,604.0   (mgal)                       NAVD 88
 QG0287
 QG0287  VERT ORDER  -  SECOND    CLASS 0
 QG0287
 QG0287.The horizontal coordinates were scaled from a topographic map and have
 QG0287.an estimated accuracy of +/- 6 seconds.
 QG0287
 QG0287.The orthometric height was determined by differential leveling
 QG0287.and adjusted by the National Geodetic Survey in June 1991..
 QG0287
 QG0287.The geoid height was determined by GEOID03.
 QG0287
 QG0287.The dynamic height is computed by dividing the NAVD 88
 QG0287.geopotential number by the normal gravity value computed on the
 QG0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0287.degrees latitude (g = 980.6199 gals.).
 QG0287
 QG0287.The modeled gravity was interpolated from observed gravity values.
 QG0287
 QG0287;                    North         East    Units  Estimated Accuracy
 QG0287;SPC ME E     -   186,050.      297,280.      MT  (+/- 180 meters Scaled)
 QG0287
 QG0287                          SUPERSEDED SURVEY CONTROL
 QG0287
 QG0287  NGVD 29 (??/??/92)   73.852  (m)          242.30   (f) ADJ UNCH    2 0
 QG0287
 QG0287.Superseded values are not recommended for survey control.
 QG0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0287.See file dsdata.txt to determine how the superseded data were derived.
 QG0287
 QG0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL364209(NAD 83)
 QG0287_MARKER: DD = SURVEY DISK
 QG0287_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QG0287_SP_SET: MILEPOST
 QG0287_STAMPING: 241
 QG0287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG0287
 QG0287  HISTORY     - Date     Condition        Report By
 QG0287  HISTORY     - UNK      MONUMENTED       USGS
 QG0287  HISTORY     - 1935     GOOD             NGS
 QG0287
 QG0287                          STATION DESCRIPTION
 QG0287
 QG0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QG0287'1.9 MI NE FROM SOUTH LINCOLN.
 QG0287'1.9 MILES SOUTHEAST ALONG THE MAINE CENTRAIL RAILROAD FROM THE
 QG0287'STATION AT SOUTH LINCOLN, PENOBSCOT COUNTY, IN THE FACE OF MILEPOST
 QG0287'P 179 MARKED VANCEBORO 72 MILES-PORTLAND 179 MILES.  A UNITED
 QG0287'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 241 AND SET
 QG0287'VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0380 ***********************************************************************
 QG0380  DESIGNATION -  241
 QG0380  PID         -  QG0380
 QG0380  STATE/COUNTY-  ME/PENOBSCOT
 QG0380  USGS QUAD   -  HOWLAND (1988)
 QG0380
 QG0380                         *CURRENT SURVEY CONTROL
 QG0380  ___________________________________________________________________
 QG0380* NAD 83(1986)-  45 14 01.     (N)    068 44 04.     (W)     SCALED    
 QG0380* NAVD 88     -        73.591  (meters)     241.44   (feet)  ADJUSTED  
 QG0380  ___________________________________________________________________
 QG0380  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 QG0380  DYNAMIC HT  -          73.590 (meters)     241.44  (feet)  COMP
 QG0380  MODELED GRAV-     980,602.9   (mgal)                       NAVD 88
 QG0380
 QG0380  VERT ORDER  -  SECOND    CLASS 0
 QG0380
 QG0380.The horizontal coordinates were scaled from a topographic map and have
 QG0380.an estimated accuracy of +/- 6 seconds.
 QG0380
 QG0380.The orthometric height was determined by differential leveling
 QG0380.and adjusted by the National Geodetic Survey in June 1991..
 QG0380
 QG0380.The geoid height was determined by GEOID03.
 QG0380
 QG0380.The dynamic height is computed by dividing the NAVD 88
 QG0380.geopotential number by the normal gravity value computed on the
 QG0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0380.degrees latitude (g = 980.6199 gals.).
 QG0380
 QG0380.The modeled gravity was interpolated from observed gravity values.
 QG0380
 QG0380;                    North         East    Units  Estimated Accuracy
 QG0380;SPC ME E     -   174,130.      281,590.      MT  (+/- 180 meters Scaled)
 QG0380
 QG0380                          SUPERSEDED SURVEY CONTROL
 QG0380
 QG0380  NGVD 29 (??/??/92)   73.792  (m)          242.10   (f) ADJ UNCH    2 0
 QG0380
 QG0380.Superseded values are not recommended for survey control.
 QG0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0380.See file dsdata.txt to determine how the superseded data were derived.
 QG0380
 QG0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL208089(NAD 83)
 QG0380_MARKER: DD = SURVEY DISK
 QG0380_SETTING: 80 = SET IN A BOULDER
 QG0380_SP_SET: BOULDER
 QG0380_STAMPING: 241
 QG0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0380+STABILITY: SURFACE MOTION
 QG0380
 QG0380  HISTORY     - Date     Condition        Report By
 QG0380  HISTORY     - UNK      MONUMENTED       USGS
 QG0380  HISTORY     - 1942     GOOD             NGS
 QG0380
 QG0380                          STATION DESCRIPTION
 QG0380
 QG0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 QG0380'3.7 MI W FROM HOWLAND.
 QG0380'3.7 MILES WEST ALONG STATE HIGHWAY 11 FROM THE INTERSECTION OF
 QG0380'STATE HIGHWAY 16 AT HOWLAND, PENOBSCOT COUNTY, 36 FEET EAST OF
 QG0380'THE SOUTH END OF A SMALL PIPE CULVERT, 28 FEET SOUTH OF THE CENTER
 QG0380'LINE OF THE HIGHWAY, IN THE TOP OF A SHARP POINTED BOULDER, AND
 QG0380'ABOUT LEVEL WITH THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY
 QG0380'STANDARD DISK, STAMPED 241.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ2699 ***********************************************************************
 AJ2699  CBN         -  This is a Cooperative Base Network Control Station.
 AJ2699  DESIGNATION -  241 13 13
 AJ2699  PID         -  AJ2699
 AJ2699  STATE/COUNTY-  ME/PISCATAQUIS
 AJ2699  USGS QUAD   -  GUILFORD (1984)
 AJ2699
 AJ2699                         *CURRENT SURVEY CONTROL
 AJ2699  ___________________________________________________________________
 AJ2699* NAD 83(1996)-  45 07 39.20856(N)    069 26 17.20843(W)     ADJUSTED  
 AJ2699* NAVD 88     -       177.0    (meters)     581.     (feet)  GPS OBS   
 AJ2699  ___________________________________________________________________
 AJ2699  X           -   1,583,176.454 (meters)                     COMP
 AJ2699  Y           -  -4,220,495.056 (meters)                     COMP
 AJ2699  Z           -   4,497,468.793 (meters)                     COMP
 AJ2699  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 AJ2699  ELLIP HEIGHT-         151.94  (meters)          (04/26/01) GPS OBS
 AJ2699  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 AJ2699
 AJ2699  HORZ ORDER  -  A
 AJ2699  ELLP ORDER  -  FOURTH    CLASS I
 AJ2699
 AJ2699.The horizontal coordinates were established by GPS observations
 AJ2699.and adjusted by the National Geodetic Survey in April 2001..
 AJ2699
 AJ2699.The orthometric height was determined by GPS observations and a
 AJ2699.high-resolution geoid model.
 AJ2699
 AJ2699.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2699
 AJ2699.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2699
 AJ2699.The ellipsoidal height was determined by GPS observations
 AJ2699.and is referenced to NAD 83.
 AJ2699
 AJ2699.The geoid height was determined by GEOID03.
 AJ2699
 AJ2699;                    North         East     Units Scale Factor Converg.
 AJ2699;SPC ME E     -   162,746.159   226,204.418   MT  0.99996694   -0 39 53.5
 AJ2699;UTM  19      - 4,997,213.980   465,546.662   MT  0.99961460   -0 18 37.7
 AJ2699
 AJ2699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2699!SPC ME E     -   0.99997618  x   0.99996694  =   0.99994312
 AJ2699!UTM  19      -   0.99997618  x   0.99961460  =   0.99959079
 AJ2699
 AJ2699                          SUPERSEDED SURVEY CONTROL
 AJ2699
 AJ2699.No superseded survey control is available for this station.
 AJ2699
 AJ2699_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK6554797214(NAD 83)
 AJ2699_MARKER: DD = SURVEY DISK
 AJ2699_SETTING: 80 = SET IN A BOULDER
 AJ2699_STAMPING: 241 13 13 1983
 AJ2699_MARK LOGO: MEDT  
 AJ2699_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2699+STABILITY: SURFACE MOTION
 AJ2699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2699+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2000
 AJ2699
 AJ2699  HISTORY     - Date     Condition        Report By
 AJ2699  HISTORY     - 1983     MONUMENTED       MEDT
 AJ2699  HISTORY     - 20001107 GOOD             MEDT
 AJ2699
 AJ2699                          STATION DESCRIPTION
 AJ2699
 AJ2699'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 2000 (TL)
 AJ2699'THE STATION IS LOCATED IN PARKMAN, ALONG THE SOUTH SIDE OF STATE
 AJ2699'HIGHWAY 150, ACROSS THE ROAD FROM A BARN (GARAGE) AND A ONE STORY
 AJ2699'BUILDING.  OWNERSHIP--MAINE DEPARTMENT OF TRANSPORTATION HIGHWAY
 AJ2699'RIGHT-OF-WAY.  TO REACH FROM THE POST OFFICE IN GUILFORD, GO SOUTHERLY
 AJ2699'ON STATE HIGHWAY 150 FOR 0.35 MI (0.56 KM) TO THE GUILFORD/PARKMAN
 AJ2699'TOWN LINE.  CONTINUE SOUTHERLY ON HIGHWAY 150 FOR 3.15 MI (5.07 KM) TO
 AJ2699'A CROSSROAD AND THE PARKMAN GRANGE HALL. CONTINUE SOUTHERLY ON HIGHWAY
 AJ2699'150 FOR 0.5 MI (0.8 KM) TO THE STATION ON THE LEFT.  THE STATION IS
 AJ2699'SET IN A DRILL HOLE IN A BOULDER FLUSH WITH GROUND.  LOCATED 113.5 FT
 AJ2699'(34.6 M) NORTHEAST OF UTILITY POLE NUMBER 147/146, 42.5 FT (13.0 M)
 AJ2699'SOUTHEAST OF THE CENTERLINE OF HIGHWAY 150 AND 4.0 FT (1.2 M)
 AJ2699'NORTH-NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0285 ***********************************************************************
 QG0285  DESIGNATION -  242
 QG0285  PID         -  QG0285
 QG0285  STATE/COUNTY-  ME/PENOBSCOT
 QG0285  USGS QUAD   -  LINCOLN WEST (1988)
 QG0285
 QG0285                         *CURRENT SURVEY CONTROL
 QG0285  ___________________________________________________________________
 QG0285* NAD 83(1986)-  45 18 21.     (N)    068 34 04.     (W)     SCALED    
 QG0285* NAVD 88     -        74.102  (meters)     243.12   (feet)  ADJUSTED  
 QG0285  ___________________________________________________________________
 QG0285  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 QG0285  DYNAMIC HT  -          74.101 (meters)     243.11  (feet)  COMP
 QG0285  MODELED GRAV-     980,608.3   (mgal)                       NAVD 88
 QG0285
 QG0285  VERT ORDER  -  SECOND    CLASS 0
 QG0285
 QG0285.The horizontal coordinates were scaled from a topographic map and have
 QG0285.an estimated accuracy of +/- 6 seconds.
 QG0285
 QG0285.The orthometric height was determined by differential leveling
 QG0285.and adjusted by the National Geodetic Survey in June 1991..
 QG0285
 QG0285.The geoid height was determined by GEOID03.
 QG0285
 QG0285.The dynamic height is computed by dividing the NAVD 88
 QG0285.geopotential number by the normal gravity value computed on the
 QG0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0285.degrees latitude (g = 980.6199 gals.).
 QG0285
 QG0285.The modeled gravity was interpolated from observed gravity values.
 QG0285
 QG0285;                    North         East    Units  Estimated Accuracy
 QG0285;SPC ME E     -   182,130.      294,690.      MT  (+/- 180 meters Scaled)
 QG0285
 QG0285                          SUPERSEDED SURVEY CONTROL
 QG0285
 QG0285  NGVD 29 (??/??/92)   74.302  (m)          243.77   (f) ADJ UNCH    2 0
 QG0285
 QG0285.Superseded values are not recommended for survey control.
 QG0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0285.See file dsdata.txt to determine how the superseded data were derived.
 QG0285
 QG0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL338170(NAD 83)
 QG0285_MARKER: DD = SURVEY DISK
 QG0285_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QG0285_SP_SET: GRANITE MILEPOST
 QG0285_STAMPING: 242 BANGOR
 QG0285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG0285
 QG0285  HISTORY     - Date     Condition        Report By
 QG0285  HISTORY     - UNK      MONUMENTED       USGS
 QG0285  HISTORY     - 1935     GOOD             NGS
 QG0285
 QG0285                          STATION DESCRIPTION
 QG0285
 QG0285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QG0285'1.1 MI SE FROM SOUTH LINCOLN.
 QG0285'1.1 MILES SOUTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 QG0285'STATION AT SOUTH LINCOLN, PENBOSCOT COUNTY, IN THE CENTER OF THE
 QG0285'SOUTH FACE OF GRANITE MILEPOST P 176, 30 FEET EAST OF THE EAST
 QG0285'RAIL, AND ABOUT 5 FEET ABOVE GRANITE.  A UNITED STATES GEOLOGICAL
 QG0285'SURVEY STANDARD DISK, STAMPED 242 BANGOR AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ2700 ***********************************************************************
 AJ2700  CBN         -  This is a Cooperative Base Network Control Station.
 AJ2700  DESIGNATION -  2483
 AJ2700  PID         -  AJ2700
 AJ2700  STATE/COUNTY-  ME/OXFORD
 AJ2700  USGS QUAD   -  BETHEL (1970)
 AJ2700
 AJ2700                         *CURRENT SURVEY CONTROL
 AJ2700  ___________________________________________________________________
 AJ2700* NAD 83(1996)-  44 24 34.52463(N)    070 47 58.43825(W)     ADJUSTED  
 AJ2700* NAVD 88     -       196.3    (meters)     644.     (feet)  GPS OBS   
 AJ2700  ___________________________________________________________________
 AJ2700  X           -   1,500,935.736 (meters)                     COMP
 AJ2700  Y           -  -4,309,995.254 (meters)                     COMP
 AJ2700  Z           -   4,440,835.684 (meters)                     COMP
 AJ2700  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 AJ2700  ELLIP HEIGHT-         169.59  (meters)          (04/26/01) GPS OBS
 AJ2700  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 AJ2700
 AJ2700  HORZ ORDER  -  A
 AJ2700  ELLP ORDER  -  FOURTH    CLASS I
 AJ2700
 AJ2700.The horizontal coordinates were established by GPS observations
 AJ2700.and adjusted by the National Geodetic Survey in April 2001..
 AJ2700
 AJ2700.The orthometric height was determined by GPS observations and a
 AJ2700.high-resolution geoid model.
 AJ2700
 AJ2700.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2700
 AJ2700.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2700
 AJ2700.The ellipsoidal height was determined by GPS observations
 AJ2700.and is referenced to NAD 83.
 AJ2700
 AJ2700.The geoid height was determined by GEOID03.
 AJ2700
 AJ2700;                    North         East     Units Scale Factor Converg.
 AJ2700;SPC ME W     -   175,318.792   849,589.716   MT  0.99999791   -0 26 34.4
 AJ2700;UTM  19      - 4,918,941.629   356,717.114   MT  0.99985248   -1 15 34.3
 AJ2700
 AJ2700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2700!SPC ME W     -   0.99997341  x   0.99999791  =   0.99997132
 AJ2700!UTM  19      -   0.99997341  x   0.99985248  =   0.99982589
 AJ2700
 AJ2700                          SUPERSEDED SURVEY CONTROL
 AJ2700
 AJ2700.No superseded survey control is available for this station.
 AJ2700
 AJ2700_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK5671718942(NAD 83)
 AJ2700_MARKER: DD = SURVEY DISK
 AJ2700_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AJ2700_SP_SET: BRIDGE HEADWALL
 AJ2700_STAMPING: 2483 1985
 AJ2700_MARK LOGO: MEDT  
 AJ2700_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2700+STABILITY: SURFACE MOTION
 AJ2700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2700+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2000
 AJ2700
 AJ2700  HISTORY     - Date     Condition        Report By
 AJ2700  HISTORY     - 1995     MONUMENTED       MEDT
 AJ2700  HISTORY     - 20000724 GOOD             MEDT
 AJ2700
 AJ2700                          STATION DESCRIPTION
 AJ2700
 AJ2700'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 2000 (TL)
 AJ2700'THE STATION IS LOCATED IN BETHEL, IN A BRIDGE HEADWALL ON THE SOUTH
 AJ2700'SIDE OF STATE HIGHWAY 26.  TO REACH FROM THE JUNCTION OF STATE HIGHWAY
 AJ2700'35 AND STATE HIGHWAY 26 (RAILROAD STREET) IN BETHEL, GO WEST FOR 0.55
 AJ2700'MI (0.89 KM) ON HIGHWAY 26 TO THE STATION ON THE LEFT. LOCATED 35.6 FT
 AJ2700'(10.9 M) SOUTHEAST OF THE DELINEATOR POST AT THE END OF A METAL
 AJ2700'GUARDRAIL AND 25.6 FT (7.8 M) SOUTH OF THE CENTERLINE OF HIGHWAY 26.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0229 ***********************************************************************
 PD0229  DESIGNATION -  25
 PD0229  PID         -  PD0229
 PD0229  STATE/COUNTY-  ME/WASHINGTON
 PD0229  USGS QUAD   -  MACHIAS (1977)
 PD0229
 PD0229                         *CURRENT SURVEY CONTROL
 PD0229  ___________________________________________________________________
 PD0229* NAD 83(1986)-  44 40 10.     (N)    067 27 55.     (W)     SCALED    
 PD0229* NAVD 88     -         7.449  (meters)      24.44   (feet)  ADJUSTED  
 PD0229  ___________________________________________________________________
 PD0229  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 PD0229  DYNAMIC HT  -           7.449 (meters)      24.44  (feet)  COMP
 PD0229  MODELED GRAV-     980,602.1   (mgal)                       NAVD 88
 PD0229
 PD0229  VERT ORDER  -  SECOND    CLASS 0
 PD0229
 PD0229.The horizontal coordinates were scaled from a topographic map and have
 PD0229.an estimated accuracy of +/- 6 seconds.
 PD0229
 PD0229.The orthometric height was determined by differential leveling
 PD0229.and adjusted by the National Geodetic Survey in June 1991..
 PD0229
 PD0229.The geoid height was determined by GEOID03.
 PD0229
 PD0229.The dynamic height is computed by dividing the NAVD 88
 PD0229.geopotential number by the normal gravity value computed on the
 PD0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0229.degrees latitude (g = 980.6199 gals.).
 PD0229
 PD0229.The modeled gravity was interpolated from observed gravity values.
 PD0229
 PD0229;                    North         East    Units  Estimated Accuracy
 PD0229;SPC ME E     -   111,930.      382,040.      MT  (+/- 180 meters Scaled)
 PD0229
 PD0229                          SUPERSEDED SURVEY CONTROL
 PD0229
 PD0229  NGVD 29 (??/??/92)    7.663  (m)           25.14   (f) ADJ UNCH    2 0
 PD0229
 PD0229.Superseded values are not recommended for survey control.
 PD0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0229.See file dsdata.txt to determine how the superseded data were derived.
 PD0229
 PD0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK216473(NAD 83)
 PD0229_MARKER: DD = SURVEY DISK
 PD0229_SETTING: 66 = SET IN ROCK OUTCROP
 PD0229_SP_SET: ROCK OUTCROP
 PD0229_STAMPING: 25 ME 1917
 PD0229_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0229+STABILITY: POSITION/ELEVATION WELL
 PD0229
 PD0229  HISTORY     - Date     Condition        Report By
 PD0229  HISTORY     - 1917     MONUMENTED       USGS
 PD0229  HISTORY     - 1962     GOOD             NGS
 PD0229
 PD0229                          STATION DESCRIPTION
 PD0229
 PD0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PD0229'3.5 MI SW FROM MACHIAS.
 PD0229'1.15 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE
 PD0229'AT MACHIAS, THENCE 2.35 MILES SOUTH ALONG A BLACKTOP ROAD,
 PD0229'SET ON THE TOP AND ABOUT IN THE CENTER OF A 25-BY-25
 PD0229'FOOT OUTCROP THAT IS ABOUT FLUSH WITH THE GROUND, 76 YARDS
 PD0229'SOUTHWEST OF THE CENTER OF THE JUNCTION OF THE MAIN ROAD AND
 PD0229'A BLACK-TOP ROAD LEADING SOUTHEAST, 67 FEET NORTHWEST OF THE
 PD0229'CENTER LINE OF THE ROAD, 88 FEET WEST OF THE NORTHWEST END OF A
 PD0229'6-FOOT PIPE CULVERT UNDER THE ROAD FOR A SMALL STREAM, 123 1/2
 PD0229'FEET NORTHWEST OF AND ACROSS THE ROAD FROM POWER-LINE POLE
 PD0229'NO. 96 AND ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1182 ***********************************************************************
 PE1182  DESIGNATION -  25
 PE1182  PID         -  PE1182
 PE1182  STATE/COUNTY-  ME/KENNEBEC
 PE1182  USGS QUAD   -  GARDINER (1991)
 PE1182
 PE1182                         *CURRENT SURVEY CONTROL
 PE1182  ___________________________________________________________________
 PE1182* NAD 83(1986)-  44 13 45.     (N)    069 46 23.     (W)     SCALED    
 PE1182* NAVD 88     -         7.515  (meters)      24.66   (feet)  ADJUSTED  
 PE1182  ___________________________________________________________________
 PE1182  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 PE1182  DYNAMIC HT  -           7.515 (meters)      24.66  (feet)  COMP
 PE1182  MODELED GRAV-     980,522.7   (mgal)                       NAVD 88
 PE1182
 PE1182  VERT ORDER  -  SECOND    CLASS 0
 PE1182
 PE1182.The horizontal coordinates were scaled from a topographic map and have
 PE1182.an estimated accuracy of +/- 6 seconds.
 PE1182
 PE1182.The orthometric height was determined by differential leveling
 PE1182.and adjusted by the National Geodetic Survey in June 1991..
 PE1182
 PE1182.The geoid height was determined by GEOID03.
 PE1182
 PE1182.The dynamic height is computed by dividing the NAVD 88
 PE1182.geopotential number by the normal gravity value computed on the
 PE1182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1182.degrees latitude (g = 980.6199 gals.).
 PE1182
 PE1182.The modeled gravity was interpolated from observed gravity values.
 PE1182
 PE1182;                    North         East    Units  Estimated Accuracy
 PE1182;SPC ME W     -   155,150.      931,450.      MT  (+/- 180 meters Scaled)
 PE1182
 PE1182                          SUPERSEDED SURVEY CONTROL
 PE1182
 PE1182  NGVD 29 (??/??/92)    7.72   (m)           25.3    (f) COMPUTED    2 0
 PE1182
 PE1182.Superseded values are not recommended for survey control.
 PE1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1182.See file dsdata.txt to determine how the superseded data were derived.
 PE1182
 PE1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ382976(NAD 83)
 PE1182_MARKER: DD = SURVEY DISK
 PE1182_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE1182_SP_SET: SIDEWALK
 PE1182_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE1182
 PE1182  HISTORY     - Date     Condition        Report By
 PE1182  HISTORY     - UNK      MONUMENTED       USGS
 PE1182  HISTORY     - 1935     GOOD             NGS
 PE1182  HISTORY     - 20060210 MARK NOT FOUND   USPSQD
 PE1182
 PE1182                          STATION DESCRIPTION
 PE1182
 PE1182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PE1182'AT GARDINER.
 PE1182'U.S.G.S. 25 IS LOCATED IN NORTHWEST CORNER OF GARDINER SAVING
 PE1182'INSTITUTION AT GARDINER.  STANDARD TABLET SET VERTICALLY IN 3RD
 PE1182'LAYER OF ROCK ABOVE SIDEWALK IN BUILDING.
 PE1182
 PE1182                          STATION RECOVERY (2006)
 PE1182
 PE1182'RECOVERY NOTE BY US POWER SQUADRON 2006 (AMW)
 PE1182'THE STATION HAS PROBABLY BEEN DESTROYED. STATION 25 USGS RESET 1955
 PE1182'PE1183 IS LOCATED NEAR THE SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0663 ***********************************************************************
 RF0663  DESIGNATION -  25 JHS
 RF0663  PID         -  RF0663
 RF0663  STATE/COUNTY-  ME/AROOSTOOK
 RF0663  USGS QUAD   -  BLUE BROOK (1986)
 RF0663
 RF0663                         *CURRENT SURVEY CONTROL
 RF0663  ___________________________________________________________________
 RF0663* NAD 83(1986)-  46 50 13.     (N)    069 24 19.     (W)     SCALED    
 RF0663* NAVD 88     -       294.018  (meters)     964.62   (feet)  ADJUSTED  
 RF0663  ___________________________________________________________________
 RF0663  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 RF0663  DYNAMIC HT  -         294.040 (meters)     964.70  (feet)  COMP
 RF0663  MODELED GRAV-     980,678.5   (mgal)                       NAVD 88
 RF0663
 RF0663  VERT ORDER  -  SECOND    CLASS II
 RF0663
 RF0663.The horizontal coordinates were scaled from a topographic map and have
 RF0663.an estimated accuracy of +/- 6 seconds.
 RF0663
 RF0663.The orthometric height was determined by differential leveling
 RF0663.and adjusted by the National Geodetic Survey in June 1991..
 RF0663
 RF0663.The geoid height was determined by GEOID03.
 RF0663
 RF0663.The dynamic height is computed by dividing the NAVD 88
 RF0663.geopotential number by the normal gravity value computed on the
 RF0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0663.degrees latitude (g = 980.6199 gals.).
 RF0663
 RF0663.The modeled gravity was interpolated from observed gravity values.
 RF0663
 RF0663;                    North         East    Units  Estimated Accuracy
 RF0663;SPC ME E     -   352,700.      230,950.      MT  (+/- 180 meters Scaled)
 RF0663
 RF0663                          SUPERSEDED SURVEY CONTROL
 RF0663
 RF0663.No superseded survey control is available for this station.
 RF0663
 RF0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM690871(NAD 83)
 RF0663_MARKER: DD = SURVEY DISK
 RF0663_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RF0663+WITH SETTING: INFORMATION.
 RF0663_SP_SET: SHALLOW-SET METAL ROD
 RF0663_STAMPING: 25 JHS 1984
 RF0663_MARK LOGO: USGS  
 RF0663_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RF0663
 RF0663  HISTORY     - Date     Condition        Report By
 RF0663  HISTORY     - 1984     MONUMENTED       USGS-M
 RF0663
 RF0663                          STATION DESCRIPTION
 RF0663
 RF0663'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1984
 RF0663'16.6 MI NNE FROM CLAYTON LAKE.
 RF0663'CLAYTON LAKE POST OFFICE, 0.8 MI (1.3 KM) NW. OF THENCE 18.6 MI
 RF0663'(29.9 KM) N. ALONG MAIN TRAVELED RD. TO JCT. WITH E.-W. RD. THENCE 6.1
 RF0663'MI (9.8 KM) E. TO JCT. OF RD. LEADING N. TO BLUE POND THENCE 0.8 MI
 RF0663'(1.3 KM) N. ALONG RD. TO THE BM, ON THE LEFT, 3 MI (4.8 KM) E. OF NW.
 RF0663'COR. OF T. 13, R. 13, WELS, ON N. SIDE OF BLUE POND, 42 FT (12.8 M)
 RF0663'NE. ALONG TRAIL THENCE 29 FT (8.8 M) SE. AND 2.1 FT (0.64 M) HIGHER
 RF0663'THAN RD. AT TRAIL NE., 2.3 FT (0.70 M) NE. OF WITNESS POST, A STANDARD
 RF0663'ROD SUPPORTED TABLET CENTERED IN PLASTIC PIPE AT GROUND LEVEL.
 RF0663'THE MARK IS 2.1 FT ABOVE THE TRAIL NE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0625 ***********************************************************************
 RF0625  DESIGNATION -  25 JHS USGS
 RF0625  PID         -  RF0625
 RF0625  STATE/COUNTY-  ME/AROOSTOOK
 RF0625  USGS QUAD   -  MC KEEN LAKE (1986)
 RF0625
 RF0625                         *CURRENT SURVEY CONTROL
 RF0625  ___________________________________________________________________
 RF0625* NAD 83(1986)-  46 53 27.     (N)    069 00 01.     (W)     SCALED    
 RF0625* NAVD 88     -       327.506  (meters)    1074.49   (feet)  ADJUSTED  
 RF0625  ___________________________________________________________________
 RF0625  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 RF0625  DYNAMIC HT  -         327.526 (meters)    1074.56  (feet)  COMP
 RF0625  MODELED GRAV-     980,667.7   (mgal)                       NAVD 88
 RF0625
 RF0625  VERT ORDER  -  SECOND    CLASS II
 RF0625
 RF0625.The horizontal coordinates were scaled from a topographic map and have
 RF0625.an estimated accuracy of +/- 6 seconds.
 RF0625
 RF0625.The orthometric height was determined by differential leveling
 RF0625.and adjusted by the National Geodetic Survey in June 1991..
 RF0625
 RF0625.The geoid height was determined by GEOID03.
 RF0625
 RF0625.The dynamic height is computed by dividing the NAVD 88
 RF0625.geopotential number by the normal gravity value computed on the
 RF0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0625.degrees latitude (g = 980.6199 gals.).
 RF0625
 RF0625.The modeled gravity was interpolated from observed gravity values.
 RF0625
 RF0625;                    North         East    Units  Estimated Accuracy
 RF0625;SPC ME E     -   358,410.      261,880.      MT  (+/- 180 meters Scaled)
 RF0625
 RF0625                          SUPERSEDED SURVEY CONTROL
 RF0625
 RF0625.No superseded survey control is available for this station.
 RF0625
 RF0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM999930(NAD 83)
 RF0625_MARKER: DB = BENCH MARK DISK
 RF0625_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RF0625_SP_SET: COPPER-CLAD STEEL ROD
 RF0625_STAMPING: 25 JHS 1983
 RF0625_MARK LOGO: USGS  
 RF0625_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0625
 RF0625  HISTORY     - Date     Condition        Report By
 RF0625  HISTORY     - 1983     MONUMENTED       USGS-M
 RF0625
 RF0625                          STATION DESCRIPTION
 RF0625
 RF0625'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1983
 RF0625'31.9 MI NW FROM PORTAGE.
 RF0625'30.2 MI (48.6 KM) WEST ALONG FISH RIVER LAKE ROAD FROM PORTAGE,
 RF0625'THENCE 1.7 MI (2.7 KM) NORTH ALONG MAIN TRAVELED ROAD, 1.3 MI (2.1 KM)
 RF0625'EAST-NORTHEAST OF MINK POND, 0.15 MI (0.24 KM) WEST OF BIG BROOK, 12
 RF0625'FT (3.6 M) SOUTH AND 30 FT (9.1 M) EAST OF ROAD, AT SMALL WOOD
 RF0625'CULVERT, 2 FT (0.6 M) WEST OF WITNESS POST, 0.6 FT (0.2 M) HIGHER THAN
 RF0625'ROAD, A STANDARD ROD SUPPORTED USGS TABLET CENTERED IN A PLASTIC PIPE
 RF0625'PROJECTING 0.2 FT (0.06 M) AND STAMPED 25 JHS 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1183 ***********************************************************************
 PE1183  DESIGNATION -  25 USGS RESET 1955
 PE1183  PID         -  PE1183
 PE1183  STATE/COUNTY-  ME/KENNEBEC
 PE1183  USGS QUAD   -  GARDINER (1991)
 PE1183
 PE1183                         *CURRENT SURVEY CONTROL
 PE1183  ___________________________________________________________________
 PE1183* NAD 83(1986)-  44 13 45.     (N)    069 46 22.     (W)     SCALED    
 PE1183* NAVD 88     -         7.735  (meters)      25.38   (feet)  ADJUSTED  
 PE1183  ___________________________________________________________________
 PE1183  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 PE1183  DYNAMIC HT  -           7.735 (meters)      25.38  (feet)  COMP
 PE1183  MODELED GRAV-     980,522.7   (mgal)                       NAVD 88
 PE1183
 PE1183  VERT ORDER  -  SECOND    CLASS 0
 PE1183
 PE1183.The horizontal coordinates were scaled from a topographic map and have
 PE1183.an estimated accuracy of +/- 6 seconds.
 PE1183
 PE1183.The orthometric height was determined by differential leveling
 PE1183.and adjusted by the National Geodetic Survey in June 1991..
 PE1183
 PE1183.The geoid height was determined by GEOID03.
 PE1183
 PE1183.The dynamic height is computed by dividing the NAVD 88
 PE1183.geopotential number by the normal gravity value computed on the
 PE1183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1183.degrees latitude (g = 980.6199 gals.).
 PE1183
 PE1183.The modeled gravity was interpolated from observed gravity values.
 PE1183
 PE1183;                    North         East    Units  Estimated Accuracy
 PE1183;SPC ME W     -   155,150.      931,470.      MT  (+/- 180 meters Scaled)
 PE1183
 PE1183                          SUPERSEDED SURVEY CONTROL
 PE1183
 PE1183  NGVD 29 (??/??/92)    7.941  (m)           26.05   (f) ADJ UNCH    2 0
 PE1183
 PE1183.Superseded values are not recommended for survey control.
 PE1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1183.See file dsdata.txt to determine how the superseded data were derived.
 PE1183
 PE1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ382976(NAD 83)
 PE1183_MARKER: DD = SURVEY DISK
 PE1183_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE1183_SP_SET: BUILDING
 PE1183_STAMPING: RESET 1955
 PE1183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE1183
 PE1183  HISTORY     - Date     Condition        Report By
 PE1183  HISTORY     - 1955     MONUMENTED       USGS
 PE1183  HISTORY     - 1962     GOOD             NGS
 PE1183  HISTORY     - 19910409 GOOD             USPSQD
 PE1183  HISTORY     - 20060210 GOOD             USPSQD
 PE1183
 PE1183                          STATION DESCRIPTION
 PE1183
 PE1183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PE1183'AT GARDINER.
 PE1183'AT GARDINER, NEAR THE INTERSECTION OF WATER AND CHURCH STREET,
 PE1183'SET VERTICALLY IN THE EAST FACE AND NEAR THE SOUTHEAST CORNER
 PE1183'OF THE NATIONAL BANK OF GARDINER, 63 FEET SOUTH OF THE SOUTH
 PE1183'CURB OF CHURCH STREET, 7 FEET WEST OF THE WEST CURB OF WATER
 PE1183'STREET, 1.5 FEET NORTH OF THE SOUTHEAST CORNER OF THE BUILDING
 PE1183'AND 3 FEET ABOVE THE LEVEL OF THE SIDEWALK.
 PE1183
 PE1183                          STATION RECOVERY (1991)
 PE1183
 PE1183'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 PE1183'RECOVERED IN GOOD CONDITION.
 PE1183
 PE1183                          STATION RECOVERY (2006)
 PE1183
 PE1183'RECOVERY NOTE BY US POWER SQUADRON 2006 (AMW)
 PE1183'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0264 ***********************************************************************
 QG0264  DESIGNATION -  253
 QG0264  PID         -  QG0264
 QG0264  STATE/COUNTY-  ME/PENOBSCOT
 QG0264  USGS QUAD   -  NINE MEADOW RIDGE (1988)
 QG0264
 QG0264                         *CURRENT SURVEY CONTROL
 QG0264  ___________________________________________________________________
 QG0264* NAD 83(1986)-  45 23 53.     (N)    068 35 40.     (W)     SCALED    
 QG0264* NAVD 88     -        77.070  (meters)     252.85   (feet)  ADJUSTED  
 QG0264  ___________________________________________________________________
 QG0264  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 QG0264  DYNAMIC HT  -          77.071 (meters)     252.86  (feet)  COMP
 QG0264  MODELED GRAV-     980,623.4   (mgal)                       NAVD 88
 QG0264
 QG0264  VERT ORDER  -  SECOND    CLASS 0
 QG0264
 QG0264.The horizontal coordinates were scaled from a topographic map and have
 QG0264.an estimated accuracy of +/- 6 seconds.
 QG0264
 QG0264.The orthometric height was determined by differential leveling
 QG0264.and adjusted by the National Geodetic Survey in June 1991..
 QG0264
 QG0264.The geoid height was determined by GEOID03.
 QG0264
 QG0264.The dynamic height is computed by dividing the NAVD 88
 QG0264.geopotential number by the normal gravity value computed on the
 QG0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0264.degrees latitude (g = 980.6199 gals.).
 QG0264
 QG0264.The modeled gravity was interpolated from observed gravity values.
 QG0264
 QG0264;                    North         East    Units  Estimated Accuracy
 QG0264;SPC ME E     -   192,380.      292,610.      MT  (+/- 180 meters Scaled)
 QG0264
 QG0264                          SUPERSEDED SURVEY CONTROL
 QG0264
 QG0264  NGVD 29 (??/??/92)   77.248  (m)          253.44   (f) ADJ UNCH    2 0
 QG0264
 QG0264.Superseded values are not recommended for survey control.
 QG0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0264.See file dsdata.txt to determine how the superseded data were derived.
 QG0264
 QG0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL317272(NAD 83)
 QG0264_MARKER: DD = SURVEY DISK
 QG0264_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QG0264_SP_SET: CULVERT
 QG0264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG0264
 QG0264  HISTORY     - Date     Condition        Report By
 QG0264  HISTORY     - UNK      MONUMENTED       USGS
 QG0264  HISTORY     - 1959     GOOD             NGS
 QG0264
 QG0264                          STATION DESCRIPTION
 QG0264
 QG0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QG0264'15 MI NE FROM HOWLAND.
 QG0264'11.1 MILES NORTHEAST ALONG STATE HIGHWAY 116 FROM THE NORTH END
 QG0264'OF THE LARGE STATE HIGHWAY 116 BRIDGE OVER THE PISCATAQUIS
 QG0264'RIVER AT HOWLAND, THENCE 3.7 MILES NORTHWEST ALONG A GRAVELED
 QG0264'ROAD, THENCE 0.15 MILE NORTHEAST ALONG THE CANADIAN PACIFIC
 QG0264'RAILWAY, ABOUT 0.6 MILE SOUTHWEST OF THE SOUTHWEST END OF THE
 QG0264'SIDING AT WOODARD, ON TOP OF THE SOUTHEAST END OF THE NORTHEAST
 QG0264'STONE COPING OF A BOX TYPE STONE CULVERT UNDER THE TRACK, 21.3
 QG0264'FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND ABOUT 8 FEET BELOW
 QG0264'THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0584 ***********************************************************************
 QG0584  DESIGNATION -  256
 QG0584  PID         -  QG0584
 QG0584  STATE/COUNTY-  ME/PENOBSCOT
 QG0584  USGS QUAD   -  MATTASEUNK LAKE (1988)
 QG0584
 QG0584                         *CURRENT SURVEY CONTROL
 QG0584  ___________________________________________________________________
 QG0584* NAD 83(1986)-  45 35 43.     (N)    068 29 34.     (W)     SCALED    
 QG0584* NAVD 88     -        77.966  (meters)     255.79   (feet)  ADJUSTED  
 QG0584  ___________________________________________________________________
 QG0584  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 QG0584  DYNAMIC HT  -          77.966 (meters)     255.79  (feet)  COMP
 QG0584  MODELED GRAV-     980,628.8   (mgal)                       NAVD 88
 QG0584
 QG0584  VERT ORDER  -  SECOND    CLASS 0
 QG0584
 QG0584.The horizontal coordinates were scaled from a topographic map and have
 QG0584.an estimated accuracy of +/- 6 seconds.
 QG0584
 QG0584.The orthometric height was determined by differential leveling
 QG0584.and adjusted by the National Geodetic Survey in June 1991..
 QG0584
 QG0584.The geoid height was determined by GEOID03.
 QG0584
 QG0584.The dynamic height is computed by dividing the NAVD 88
 QG0584.geopotential number by the normal gravity value computed on the
 QG0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0584.degrees latitude (g = 980.6199 gals.).
 QG0584
 QG0584.The modeled gravity was interpolated from observed gravity values.
 QG0584
 QG0584;                    North         East    Units  Estimated Accuracy
 QG0584;SPC ME E     -   214,300.      300,560.      MT  (+/- 180 meters Scaled)
 QG0584
 QG0584                          SUPERSEDED SURVEY CONTROL
 QG0584
 QG0584  NGVD 29 (??/??/92)   78.16   (m)          256.4    (f) COMPUTED    2 0
 QG0584
 QG0584.Superseded values are not recommended for survey control.
 QG0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0584.See file dsdata.txt to determine how the superseded data were derived.
 QG0584
 QG0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL395492(NAD 83)
 QG0584_MARKER: DD = SURVEY DISK
 QG0584_SETTING: 80 = SET IN A BOULDER
 QG0584_SP_SET: BOULDER
 QG0584_STAMPING: 256 BANGOR
 QG0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0584+STABILITY: SURFACE MOTION
 QG0584
 QG0584  HISTORY     - Date     Condition        Report By
 QG0584  HISTORY     - UNK      MONUMENTED       USGS
 QG0584  HISTORY     - 1935     GOOD             NGS
 QG0584
 QG0584                          STATION DESCRIPTION
 QG0584
 QG0584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QG0584'2.3 MI SE FROM MEDWAY.
 QG0584'2.3 MILES SOUTHEAST ALONG STATE HIGHWAY 157 FROM THE JUNCTION OF
 QG0584'STATE HIGHWAY 11 AT MEDWAY, PENOBSCOT COUNTY, 165 FEET WEST OF
 QG0584'THE CENTERLINE OF AN 18-INCH CORRUGATED-IRON CULVERT WITH CONCRETE
 QG0584'HEADWALLS, 55 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF AN
 QG0584'UNPAINTED FARMHOUSE, 19 FEET SOUTH OF THE CENTERLINE OF THE
 QG0584'HIGHWAY, AND IN THE TOP OF A LARGE BOULDER.  A UNITED STATES
 QG0584'GEOLOGICAL SRUVEY STANDARD DISK, STAMPED 256 BANGOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0362 ***********************************************************************
 RF0362  DESIGNATION -  257 R
 RF0362  PID         -  RF0362
 RF0362  STATE/COUNTY-  ME/AROOSTOOK
 RF0362  USGS QUAD   -  BURNTLAND POND (1986)
 RF0362
 RF0362                         *CURRENT SURVEY CONTROL
 RF0362  ___________________________________________________________________
 RF0362* NAD 83(1986)-  46 42 02.     (N)    069 59 57.     (W)     SCALED    
 RF0362* NAVD 88     -       361.479  (meters)    1185.95   (feet)  ADJUSTED  
 RF0362  ___________________________________________________________________
 RF0362  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 RF0362  DYNAMIC HT  -         361.491 (meters)    1185.99  (feet)  COMP
 RF0362  MODELED GRAV-     980,638.7   (mgal)                       NAVD 88
 RF0362
 RF0362  VERT ORDER  -  FIRST     CLASS II
 RF0362
 RF0362.The horizontal coordinates were scaled from a topographic map and have
 RF0362.an estimated accuracy of +/- 6 seconds.
 RF0362
 RF0362.The orthometric height was determined by differential leveling
 RF0362.and adjusted by the National Geodetic Survey in June 1991..
 RF0362
 RF0362.The geoid height was determined by GEOID03.
 RF0362
 RF0362.The dynamic height is computed by dividing the NAVD 88
 RF0362.geopotential number by the normal gravity value computed on the
 RF0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0362.degrees latitude (g = 980.6199 gals.).
 RF0362
 RF0362.The modeled gravity was interpolated from observed gravity values.
 RF0362
 RF0362;                    North         East    Units  Estimated Accuracy
 RF0362;SPC ME E     -   338,230.      185,360.      MT  (+/- 180 meters Scaled)
 RF0362
 RF0362                          SUPERSEDED SURVEY CONTROL
 RF0362
 RF0362  NGVD 29 (??/??/92)  361.654  (m)         1186.53   (f) ADJ UNCH    1 2
 RF0362
 RF0362.Superseded values are not recommended for survey control.
 RF0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0362.See file dsdata.txt to determine how the superseded data were derived.
 RF0362
 RF0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM236723(NAD 83)
 RF0362_MARKER: DD = SURVEY DISK
 RF0362_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RF0362_SP_SET: ABUTMENT
 RF0362_STAMPING: 257 R
 RF0362_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0362
 RF0362  HISTORY     - Date     Condition        Report By
 RF0362  HISTORY     - UNK      MONUMENTED       GSC
 RF0362  HISTORY     - 1953     GOOD             NGS
 RF0362
 RF0362                          STATION DESCRIPTION
 RF0362
 RF0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 RF0362'0.2 MI N FROM LAC FRONTIERE.
 RF0362'ABOUT 0.25 MILE NORTH ALONG QUEBEC CENTRAL RAILWAY FROM THE
 RF0362'STATION AT LAC FRONTIERE, VERTICALLY IN WEST FACE OF SOUTH
 RF0362'CONCRETE ABUTMENT OF RAILWAY BRIDGE ACROSS OUTLET OF LAC FRONTIERE,
 RF0362'7 FEET WEST OF WEST RAIL, 10 INCHES BELOW TOP OF ABUTMENT, 18
 RF0362'INCHES NORTH OF SOUTH FACE OF ABUTMENT AND ABOUT 1 1/2 FEET BELOW
 RF0362'TOP OF RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0361 ***********************************************************************
 RF0361  DESIGNATION -  258 R
 RF0361  PID         -  RF0361
 RF0361  STATE/COUNTY-  ME/AROOSTOOK
 RF0361  USGS QUAD   -  BURNTLAND POND (1986)
 RF0361
 RF0361                         *CURRENT SURVEY CONTROL
 RF0361  ___________________________________________________________________
 RF0361* NAD 83(1986)-  46 41 51.     (N)    069 59 44.     (W)     SCALED    
 RF0361* NAVD 88     -       359.207  (meters)    1178.50   (feet)  ADJUSTED  
 RF0361  ___________________________________________________________________
 RF0361  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 RF0361  DYNAMIC HT  -         359.220 (meters)    1178.54  (feet)  COMP
 RF0361  MODELED GRAV-     980,638.4   (mgal)                       NAVD 88
 RF0361
 RF0361  VERT ORDER  -  SECOND    CLASS 0
 RF0361
 RF0361.The horizontal coordinates were scaled from a topographic map and have
 RF0361.an estimated accuracy of +/- 6 seconds.
 RF0361
 RF0361.The orthometric height was determined by differential leveling
 RF0361.and adjusted by the National Geodetic Survey in June 1991..
 RF0361
 RF0361.The geoid height was determined by GEOID03.
 RF0361
 RF0361.The dynamic height is computed by dividing the NAVD 88
 RF0361.geopotential number by the normal gravity value computed on the
 RF0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0361.degrees latitude (g = 980.6199 gals.).
 RF0361
 RF0361.The modeled gravity was interpolated from observed gravity values.
 RF0361
 RF0361;                    North         East    Units  Estimated Accuracy
 RF0361;SPC ME E     -   337,890.      185,630.      MT  (+/- 180 meters Scaled)
 RF0361
 RF0361                          SUPERSEDED SURVEY CONTROL
 RF0361
 RF0361  NGVD 29 (??/??/92)  359.382  (m)         1179.07   (f) ADJ UNCH    2 0
 RF0361
 RF0361.Superseded values are not recommended for survey control.
 RF0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0361.See file dsdata.txt to determine how the superseded data were derived.
 RF0361
 RF0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM238720(NAD 83)
 RF0361_MARKER: DD = SURVEY DISK
 RF0361_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RF0361_SP_SET: MONUMENT BASE
 RF0361_STAMPING: 258 R
 RF0361_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RF0361
 RF0361  HISTORY     - Date     Condition        Report By
 RF0361  HISTORY     - UNK      MONUMENTED       GSC
 RF0361  HISTORY     - 1953     GOOD             NGS
 RF0361
 RF0361                          STATION DESCRIPTION
 RF0361
 RF0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 RF0361'0.3 MI SE FROM LAC FRONTIERE.
 RF0361'ABOUT 0.3 MILE SOUTHEAST ALONG A GRAVEL ROAD LEADING TO CLAYTON
 RF0361'LAKE FROM THE JUNCTION OF ROUTE 24 AT LAC FRONTIERE, AT THE
 RF0361'U.S. - CANADIAN BOUNDARY LINE, IN THE TOP OF CONCRETE BASE OF
 RF0361'INTERNATIONAL BOUNDARY MONUMENT NO. 275, 1/2 FOOT NORTHWEST OF
 RF0361'SHAFT, 38 1/2 FEET SOUTHEAST OF EAST CORNER OF CANADIAN CUSTOMS
 RF0361'AND IMMIGRATION BUILDING, 59 FEET NORTHEAST OF CENTER LINE OF
 RF0361'ROAD AND ABOUT 3 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0315 ***********************************************************************
 RF0315  DESIGNATION -  259 R
 RF0315  PID         -  RF0315
 RF0315  STATE/COUNTY-  ME/AROOSTOOK
 RF0315  USGS QUAD   -  BURNTLAND POND (1986)
 RF0315
 RF0315                         *CURRENT SURVEY CONTROL
 RF0315  ___________________________________________________________________
 RF0315* NAD 83(1986)-  46 41 55.     (N)    069 59 40.     (W)     SCALED    
 RF0315* NAVD 88     -       363.088  (meters)    1191.23   (feet)  ADJUSTED  
 RF0315  ___________________________________________________________________
 RF0315  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 RF0315  DYNAMIC HT  -         363.100 (meters)    1191.27  (feet)  COMP
 RF0315  MODELED GRAV-     980,638.5   (mgal)                       NAVD 88
 RF0315
 RF0315  VERT ORDER  -  SECOND    CLASS 0
 RF0315
 RF0315.The horizontal coordinates were scaled from a topographic map and have
 RF0315.an estimated accuracy of +/- 6 seconds.
 RF0315
 RF0315.The orthometric height was determined by differential leveling
 RF0315.and adjusted by the National Geodetic Survey in June 1991..
 RF0315
 RF0315.The geoid height was determined by GEOID03.
 RF0315
 RF0315.The dynamic height is computed by dividing the NAVD 88
 RF0315.geopotential number by the normal gravity value computed on the
 RF0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0315.degrees latitude (g = 980.6199 gals.).
 RF0315
 RF0315.The modeled gravity was interpolated from observed gravity values.
 RF0315
 RF0315;                    North         East    Units  Estimated Accuracy
 RF0315;SPC ME E     -   338,010.      185,710.      MT  (+/- 180 meters Scaled)
 RF0315
 RF0315                          SUPERSEDED SURVEY CONTROL
 RF0315
 RF0315  NGVD 29 (??/??/92)  363.262  (m)         1191.80   (f) ADJ UNCH    2 0
 RF0315
 RF0315.Superseded values are not recommended for survey control.
 RF0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0315.See file dsdata.txt to determine how the superseded data were derived.
 RF0315
 RF0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM239721(NAD 83)
 RF0315_MARKER: DD = SURVEY DISK
 RF0315_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RF0315_SP_SET: BOUNDARY MARKER BASE
 RF0315_STAMPING: 259 R
 RF0315_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RF0315
 RF0315  HISTORY     - Date     Condition        Report By
 RF0315  HISTORY     - UNK      MONUMENTED       GSC
 RF0315  HISTORY     - 1953     GOOD             NGS
 RF0315
 RF0315                          STATION DESCRIPTION
 RF0315
 RF0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 RF0315'0.4 MI E FROM LAC FRONTIERE.
 RF0315'ABOUT 0.3 MILE SOUTHEAST ALONG A GRAVEL ROAD LEADING TO CLAYTON
 RF0315'LAKE FROM THE JUNCTION OF ROUTE 24 AT LAC FRONTIERE, THENCE
 RF0315'ABOUT 220 YARDS NORTHEAST ALONG U.S. - CANADIAN INTERNATIONAL
 RF0315'BOUNDARY LINE, AT THE TOP OF THE FIRST SMALL HILL NORTHEAST OF
 RF0315'CANADIAN CUSTOM AND IMMIGRATION BUILDING, IN THE TOP OF CONCRETE
 RF0315'BASE OF INTERNATIONAL BOUNDARY MARKER NO. 274 AND 1/2 FOOT
 RF0315'NORTHWEST OF CAST IRON SHAFT AND ABOUT LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0664 ***********************************************************************
 RF0664  DESIGNATION -  26 JHS
 RF0664  PID         -  RF0664
 RF0664  STATE/COUNTY-  ME/AROOSTOOK
 RF0664  USGS QUAD   -  BLUE BROOK (1986)
 RF0664
 RF0664                         *CURRENT SURVEY CONTROL
 RF0664  ___________________________________________________________________
 RF0664* NAD 83(1986)-  46 50 20.     (N)    069 23 34.     (W)     SCALED    
 RF0664* NAVD 88     -       325.652  (meters)    1068.41   (feet)  ADJUSTED  
 RF0664  ___________________________________________________________________
 RF0664  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 RF0664  DYNAMIC HT  -         325.676 (meters)    1068.49  (feet)  COMP
 RF0664  MODELED GRAV-     980,679.2   (mgal)                       NAVD 88
 RF0664
 RF0664  VERT ORDER  -  SECOND    CLASS II
 RF0664
 RF0664.The horizontal coordinates were scaled from a topographic map and have
 RF0664.an estimated accuracy of +/- 6 seconds.
 RF0664
 RF0664.The orthometric height was determined by differential leveling
 RF0664.and adjusted by the National Geodetic Survey in June 1991..
 RF0664
 RF0664.The geoid height was determined by GEOID03.
 RF0664
 RF0664.The dynamic height is computed by dividing the NAVD 88
 RF0664.geopotential number by the normal gravity value computed on the
 RF0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0664.degrees latitude (g = 980.6199 gals.).
 RF0664
 RF0664.The modeled gravity was interpolated from observed gravity values.
 RF0664
 RF0664;                    North         East    Units  Estimated Accuracy
 RF0664;SPC ME E     -   352,900.      231,900.      MT  (+/- 180 meters Scaled)
 RF0664
 RF0664                          SUPERSEDED SURVEY CONTROL
 RF0664
 RF0664.No superseded survey control is available for this station.
 RF0664
 RF0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM700873(NAD 83)
 RF0664_MARKER: DD = SURVEY DISK
 RF0664_SETTING: 66 = SET IN ROCK OUTCROP
 RF0664_SP_SET: ROCK OUTCROP
 RF0664_STAMPING: 26 JHS 1984
 RF0664_MARK LOGO: USGS  
 RF0664_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0664+STABILITY: POSITION/ELEVATION WELL
 RF0664
 RF0664  HISTORY     - Date     Condition        Report By
 RF0664  HISTORY     - 1984     MONUMENTED       USGS-M
 RF0664
 RF0664                          STATION DESCRIPTION
 RF0664
 RF0664'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1984
 RF0664'17.0 MI NNE FROM CLAYTON LAKE.
 RF0664'CLAYTON LAKE POST OFFICE, 0.8 MI (1.3 KM) NW. OF THENCE 18.6 MI
 RF0664'(29.9 KM) N. ALONG MAIN TRAVELED RD. TO JCT. OF E.-W. MAIN RD. THENCE
 RF0664'6.1 MI (9.8 KM) E. TO JCT. OF RD. LEADING N. TO BLUE POND THENCE 1.8
 RF0664'MI (2.9 KM) N. ALONG MAIN RD. TO BM, ON THE LEFT, ABOUT 2.5 MI (4 KM)
 RF0664'W. OF SE. COR. OF T. 14, R. 13, WELS, 94 FT (28.6 M) SSW. ALONG RD.
 RF0664'THENCE 21 FT (6.4 M) W. AND 0.7 FT (21.3 CM) HIGHER THAN RD. AT CREST
 RF0664'AND SLIGHT CURVE NE., 5.1 FT (1.5 M) E. OF WITNESS POST, SET IN BED
 RF0664'ROCK, FLUSH WITH GROUND.
 RF0664'THE MARK IS 0.7 FT ABOVE THE RD AT CREST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0626 ***********************************************************************
 RF0626  DESIGNATION -  26 JHS USGS
 RF0626  PID         -  RF0626
 RF0626  STATE/COUNTY-  ME/AROOSTOOK
 RF0626  USGS QUAD   -  GARDNER POND (1985)
 RF0626
 RF0626                         *CURRENT SURVEY CONTROL
 RF0626  ___________________________________________________________________
 RF0626* NAD 83(1986)-  46 54 10.     (N)    068 59 55.     (W)     SCALED    
 RF0626* NAVD 88     -       328.532  (meters)    1077.86   (feet)  ADJUSTED  
 RF0626  ___________________________________________________________________
 RF0626  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 RF0626  DYNAMIC HT  -         328.553 (meters)    1077.93  (feet)  COMP
 RF0626  MODELED GRAV-     980,668.5   (mgal)                       NAVD 88
 RF0626
 RF0626  VERT ORDER  -  SECOND    CLASS II
 RF0626
 RF0626.The horizontal coordinates were scaled from a topographic map and have
 RF0626.an estimated accuracy of +/- 6 seconds.
 RF0626
 RF0626.The orthometric height was determined by differential leveling
 RF0626.and adjusted by the National Geodetic Survey in June 1991..
 RF0626
 RF0626.The geoid height was determined by GEOID03.
 RF0626
 RF0626.The dynamic height is computed by dividing the NAVD 88
 RF0626.geopotential number by the normal gravity value computed on the
 RF0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0626.degrees latitude (g = 980.6199 gals.).
 RF0626
 RF0626.The modeled gravity was interpolated from observed gravity values.
 RF0626
 RF0626;                    North         East    Units  Estimated Accuracy
 RF0626;SPC ME E     -   359,740.      262,010.      MT  (+/- 180 meters Scaled)
 RF0626
 RF0626                          SUPERSEDED SURVEY CONTROL
 RF0626
 RF0626.No superseded survey control is available for this station.
 RF0626
 RF0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM001943(NAD 83)
 RF0626_MARKER: DB = BENCH MARK DISK
 RF0626_SETTING: 66 = SET IN ROCK OUTCROP
 RF0626_SP_SET: ROCK OUTCROP
 RF0626_STAMPING: 26 JHS 1983
 RF0626_MARK LOGO: USGS  
 RF0626_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0626+STABILITY: POSITION/ELEVATION WELL
 RF0626
 RF0626  HISTORY     - Date     Condition        Report By
 RF0626  HISTORY     - 1983     MONUMENTED       USGS-M
 RF0626
 RF0626                          STATION DESCRIPTION
 RF0626
 RF0626'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1983
 RF0626'32.9 MI NW FROM PORTAGE.
 RF0626'30.2 MI (48.6 KM) WEST ALONG FISH RIVER LAKE ROAD FROM PORTAGE,
 RF0626'THENCE 2.7 MI (4.4 KM) NORTH ALONG MAIN TRAVELED ROAD, 2.1 MI (3.4 KM)
 RF0626'WEST OF BEAVER TAIL POND, 0.2 MI (0.3 KM) NORTHWEST OF BIG BROOK,
 RF0626'ABOUT 1.6 MI (2.6 KM) SOUTH AND 2.1 MI (3.4 KM) WEST OF NORTHEAST
 RF0626'CORNER OF T. 14 R. 10 WELS., 515 FT (157 M) NORTHEAST OF A STEEL
 RF0626'CULVERT, NEAR THE TOP OF A GRADE, 21 FT (6.4 M) SOUTHEAST OF ROAD, 1
 RF0626'FT (0.30 M) WEST OF WITNESS POST, 3.3 FT (1 M) HIGHER THAN ROAD, SET
 RF0626'IN THE TOP OF A FLAT HARD SHALE OUTCROP, A STANDARD TABLET STAMPED 26
 RF0626'JHS 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0518 ***********************************************************************
 RF0518  DESIGNATION -  26 W USGS
 RF0518  PID         -  RF0518
 RF0518  STATE/COUNTY-  ME/AROOSTOOK
 RF0518  USGS QUAD   -  KNOWLES CORNER (1986)
 RF0518
 RF0518                         *CURRENT SURVEY CONTROL
 RF0518  ___________________________________________________________________
 RF0518* NAD 83(1986)-  46 14 18.     (N)    068 20 32.     (W)     SCALED    
 RF0518* NAVD 88     -       291.467  (meters)     956.25   (feet)  ADJUSTED  
 RF0518  ___________________________________________________________________
 RF0518  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 RF0518  DYNAMIC HT  -         291.478 (meters)     956.29  (feet)  COMP
 RF0518  MODELED GRAV-     980,642.9   (mgal)                       NAVD 88
 RF0518
 RF0518  VERT ORDER  -  FIRST     CLASS II
 RF0518
 RF0518.The horizontal coordinates were scaled from a topographic map and have
 RF0518.an estimated accuracy of +/- 6 seconds.
 RF0518
 RF0518.The orthometric height was determined by differential leveling
 RF0518.and adjusted by the National Geodetic Survey in June 1991..
 RF0518
 RF0518.The geoid height was determined by GEOID03.
 RF0518
 RF0518.The dynamic height is computed by dividing the NAVD 88
 RF0518.geopotential number by the normal gravity value computed on the
 RF0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0518.degrees latitude (g = 980.6199 gals.).
 RF0518
 RF0518.The modeled gravity was interpolated from observed gravity values.
 RF0518
 RF0518;                    North         East    Units  Estimated Accuracy
 RF0518;SPC ME E     -   285,780.      312,170.      MT  (+/- 180 meters Scaled)
 RF0518
 RF0518                          SUPERSEDED SURVEY CONTROL
 RF0518
 RF0518.No superseded survey control is available for this station.
 RF0518
 RF0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM507207(NAD 83)
 RF0518_MARKER: DB = BENCH MARK DISK
 RF0518_SETTING: 80 = SET IN A BOULDER
 RF0518_SP_SET: BOULDER
 RF0518_STAMPING: 26 W 1940
 RF0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0518+STABILITY: SURFACE MOTION
 RF0518
 RF0518  HISTORY     - Date     Condition        Report By
 RF0518  HISTORY     - 1940     MONUMENTED       USGS
 RF0518  HISTORY     - 1978     GOOD             NGS
 RF0518
 RF0518                          STATION DESCRIPTION
 RF0518
 RF0518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0518'12.8 MI NW FROM SMYRNA MILLS.
 RF0518'10.45 MILES NORTHWEST ALONG STATE HIGHWAY 212 FROM THE JUNCTION OF
 RF0518'U.S. HIGHWAY 2 AT SMYRNA MILLS, THENCE 2.4 MILES NORTH ALONG STATE
 RF0518'HIGHWAY 11, AT THE SOUTHEAST CORNER OF A STATE REST AREA, 26.0
 RF0518'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 47.0 FEET SOUTH OF THE
 RF0518'CENTER LINE OF THE ENTRANCE TO THE REST AREA, 6.3 FEET NORTHEAST OF
 RF0518'A 7-INCH WOOD POST FOR A REST AREA SIGN, IN THE TOP OF THE HIGHEST
 RF0518'POINT OF A 4 BY 2-FT. BOULDER 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ2701 ***********************************************************************
 AJ2701  CBN         -  This is a Cooperative Base Network Control Station.
 AJ2701  DESIGNATION -  2630 10
 AJ2701  PID         -  AJ2701
 AJ2701  STATE/COUNTY-  ME/HANCOCK
 AJ2701  USGS QUAD   -  BUCKSPORT (1982)
 AJ2701
 AJ2701                         *CURRENT SURVEY CONTROL
 AJ2701  ___________________________________________________________________
 AJ2701* NAD 83(1996)-  44 33 51.85348(N)    068 47 27.57385(W)     ADJUSTED  
 AJ2701* NAVD 88     -        29.0    (meters)      95.     (feet)  GPS OBS   
 AJ2701  ___________________________________________________________________
 AJ2701  X           -   1,646,670.767 (meters)                     COMP
 AJ2701  Y           -  -4,243,391.961 (meters)                     COMP
 AJ2701  Z           -   4,452,992.677 (meters)                     COMP
 AJ2701  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 AJ2701  ELLIP HEIGHT-           3.96  (meters)          (04/26/01) GPS OBS
 AJ2701  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 AJ2701
 AJ2701  HORZ ORDER  -  A
 AJ2701  ELLP ORDER  -  FOURTH    CLASS I
 AJ2701
 AJ2701.The horizontal coordinates were established by GPS observations
 AJ2701.and adjusted by the National Geodetic Survey in April 2001..
 AJ2701
 AJ2701.The orthometric height was determined by GPS observations and a
 AJ2701.high-resolution geoid model.
 AJ2701
 AJ2701.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2701
 AJ2701.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2701
 AJ2701.The ellipsoidal height was determined by GPS observations
 AJ2701.and is referenced to NAD 83.
 AJ2701
 AJ2701.The geoid height was determined by GEOID03.
 AJ2701
 AJ2701;                    North         East     Units Scale Factor Converg.
 AJ2701;SPC ME E     -    99,782.819   276,885.276   MT  0.99990657   -0 12 15.1
 AJ2701;UTM  19      - 4,934,584.273   516,597.306   MT  0.99960339   +0 08 48.0
 AJ2701
 AJ2701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2701!SPC ME E     -   0.99999938  x   0.99990657  =   0.99990595
 AJ2701!UTM  19      -   0.99999938  x   0.99960339  =   0.99960277
 AJ2701
 AJ2701                          SUPERSEDED SURVEY CONTROL
 AJ2701
 AJ2701.No superseded survey control is available for this station.
 AJ2701
 AJ2701_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1659734584(NAD 83)
 AJ2701_MARKER: DD = SURVEY DISK
 AJ2701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2701_STAMPING: 2630 10 1992
 AJ2701_MARK LOGO: MEDT  
 AJ2701_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2701+STABILITY: SURFACE MOTION
 AJ2701_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2701+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2000
 AJ2701
 AJ2701  HISTORY     - Date     Condition        Report By
 AJ2701  HISTORY     - 1992     MONUMENTED       MEDT
 AJ2701  HISTORY     - 20000718 GOOD             MEDT
 AJ2701
 AJ2701                          STATION DESCRIPTION
 AJ2701
 AJ2701'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 2000 (TL)
 AJ2701'THE STATION IS LOCATED ON THE ISLAND OF VERONA.  TO REACH FROM THE
 AJ2701'VERONA/BUCKSPORT TOWN LINE NEAR THE SOUTHERN END OF THE
 AJ2701'BUCKSPORT/VERONA BRIDGE ON COMBINED US HIGHWAY 1 AND STATE HIGHWAY 3,
 AJ2701'GO SOUTH ON HIGHWAY 1, 3 FOR 0.3 MI (0.5 KM) TO THE STATION ON THE
 AJ2701'RIGHT.  LOCATED 79.3 FT (24.2 M) EAST OF UTILITY POLE NUMBER 1 ON COVE
 AJ2701'STREET, 29 FT (8.8 M) NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE
 AJ2701'PAD, 22.8 FT (6.9 M) WEST OF THE CENTERLINE OF HIGHWAY AND 9.5 FT (2.9
 AJ2701'M) SOUTHEAST OF A STOP SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1180 ***********************************************************************
 PE1180  DESIGNATION -  27
 PE1180  PID         -  PE1180
 PE1180  STATE/COUNTY-  ME/KENNEBEC
 PE1180  USGS QUAD   -  GARDINER (1991)
 PE1180
 PE1180                         *CURRENT SURVEY CONTROL
 PE1180  ___________________________________________________________________
 PE1180* NAD 83(1986)-  44 13 26.     (N)    069 46 39.     (W)     SCALED    
 PE1180* NAVD 88     -        36.919  (meters)     121.13   (feet)  ADJUSTED  
 PE1180  ___________________________________________________________________
 PE1180  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 PE1180  DYNAMIC HT  -          36.916 (meters)     121.12  (feet)  COMP
 PE1180  MODELED GRAV-     980,523.1   (mgal)                       NAVD 88
 PE1180
 PE1180  VERT ORDER  -  SECOND    CLASS 0
 PE1180
 PE1180.The horizontal coordinates were scaled from a topographic map and have
 PE1180.an estimated accuracy of +/- 6 seconds.
 PE1180
 PE1180.The orthometric height was determined by differential leveling
 PE1180.and adjusted by the National Geodetic Survey in June 1991..
 PE1180
 PE1180.The geoid height was determined by GEOID03.
 PE1180
 PE1180.The dynamic height is computed by dividing the NAVD 88
 PE1180.geopotential number by the normal gravity value computed on the
 PE1180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1180.degrees latitude (g = 980.6199 gals.).
 PE1180
 PE1180.The modeled gravity was interpolated from observed gravity values.
 PE1180
 PE1180;                    North         East    Units  Estimated Accuracy
 PE1180;SPC ME W     -   154,560.      931,100.      MT  (+/- 180 meters Scaled)
 PE1180
 PE1180                          SUPERSEDED SURVEY CONTROL
 PE1180
 PE1180  NGVD 29 (??/??/92)   37.126  (m)          121.80   (f) ADJ UNCH    2 0
 PE1180
 PE1180.Superseded values are not recommended for survey control.
 PE1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1180.See file dsdata.txt to determine how the superseded data were derived.
 PE1180
 PE1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ378970(NAD 83)
 PE1180_MARKER: DD = SURVEY DISK
 PE1180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1180_STAMPING: NO 27
 PE1180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1180+STABILITY: SURFACE MOTION
 PE1180
 PE1180  HISTORY     - Date     Condition        Report By
 PE1180  HISTORY     - UNK      MONUMENTED       MEGS
 PE1180  HISTORY     - 1962     GOOD             NGS
 PE1180  HISTORY     - 1974     POOR             USGS
 PE1180  HISTORY     - 20060210 POOR             USPSQD
 PE1180
 PE1180                          STATION DESCRIPTION
 PE1180
 PE1180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PE1180'AT GARDINER.
 PE1180'AT GARDINER, NEAR THE SOUTHWEST CORNER OF THE INTERSECTION OF
 PE1180'DRESDEN AVENUE AND CHURCH STREET, NEAR THE NORTHWEST CORNER OF
 PE1180'THE CITY PARK, 32 FEET SOUTH OF THE CENTER LINE OF CHURCH STREET,
 PE1180'41 FEET WEST OF THE CENTER LINE OF DRESDEN AVENUE, 9 FEET
 PE1180'SOUTHWEST OF THE GRANITE POST AT THE NORTHEAST CORNER OF THE
 PE1180'PARK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 PE1180'ABOVE THE LEVEL OF THE GROUND.
 PE1180
 PE1180                          STATION RECOVERY (1974)
 PE1180
 PE1180'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 PE1180'MARK RECOVERED IN POOR CONDITION.
 PE1180
 PE1180                          STATION RECOVERY (2006)
 PE1180
 PE1180'RECOVERY NOTE BY US POWER SQUADRON 2006 (AHE)
 PE1180'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0665 ***********************************************************************
 RF0665  DESIGNATION -  27 JHS
 RF0665  PID         -  RF0665
 RF0665  STATE/COUNTY-  ME/AROOSTOOK
 RF0665  USGS QUAD   -  BLUE BROOK (1986)
 RF0665
 RF0665                         *CURRENT SURVEY CONTROL
 RF0665  ___________________________________________________________________
 RF0665* NAD 83(1986)-  46 50 59.     (N)    069 23 42.     (W)     SCALED    
 RF0665* NAVD 88     -       351.701  (meters)    1153.87   (feet)  ADJUSTED  
 RF0665  ___________________________________________________________________
 RF0665  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 RF0665  DYNAMIC HT  -         351.728 (meters)    1153.96  (feet)  COMP
 RF0665  MODELED GRAV-     980,680.4   (mgal)                       NAVD 88
 RF0665
 RF0665  VERT ORDER  -  SECOND    CLASS II
 RF0665
 RF0665.The horizontal coordinates were scaled from a topographic map and have
 RF0665.an estimated accuracy of +/- 6 seconds.
 RF0665
 RF0665.The orthometric height was determined by differential leveling
 RF0665.and adjusted by the National Geodetic Survey in June 1991..
 RF0665
 RF0665.The geoid height was determined by GEOID03.
 RF0665
 RF0665.The dynamic height is computed by dividing the NAVD 88
 RF0665.geopotential number by the normal gravity value computed on the
 RF0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0665.degrees latitude (g = 980.6199 gals.).
 RF0665
 RF0665.The modeled gravity was interpolated from observed gravity values.
 RF0665
 RF0665;                    North         East    Units  Estimated Accuracy
 RF0665;SPC ME E     -   354,110.      231,750.      MT  (+/- 180 meters Scaled)
 RF0665
 RF0665                          SUPERSEDED SURVEY CONTROL
 RF0665
 RF0665.No superseded survey control is available for this station.
 RF0665
 RF0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM698885(NAD 83)
 RF0665_MARKER: DD = SURVEY DISK
 RF0665_SETTING: 66 = SET IN ROCK OUTCROP
 RF0665_SP_SET: ROCK OUTCROP
 RF0665_STAMPING: 27 JHS 1984
 RF0665_MARK LOGO: USGS  
 RF0665_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0665+STABILITY: POSITION/ELEVATION WELL
 RF0665
 RF0665  HISTORY     - Date     Condition        Report By
 RF0665  HISTORY     - 1984     MONUMENTED       USGS-M
 RF0665
 RF0665                          STATION DESCRIPTION
 RF0665
 RF0665'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1984
 RF0665'17.7 MI NNE FROM CLAYTON LAKE.
 RF0665'CLAYTON LAKE POST OFFICE, 0.8 MI (1.3 KM) NW. OF THENCE 18.6 MI
 RF0665'(29.9 KM) N. ALONG MAIN TRAVELED RD. TO JCT. WITH E.-W. MAIN RD. AND
 RF0665'BM 17 JHS 1984 THENCE 6.1 MI (9.8 KM) E. TO JCT. OF RD. LEADING N. TO
 RF0665'BLUE POND THENCE 2.7 MI (4.3 KM) N. TO BM, ON THE RIGHT, 1 MI (1.6 KM)
 RF0665'N. AND 2.5 MI (4 KM) W. OF SE. COR. OF T. 14, R. 13, WELS, ABOUT 400
 RF0665'FT (122 M) N. OF BRIDGE OVER JOHNSON BROOK, 164 FT (50 M) N. AND 29 FT
 RF0665'(8.8 M) E. AND 14.6 FT (4.45 M) HIGHER THAN RD. AT SHARP CURVE AND DIM
 RF0665'TRAIL E., 6 FT (1.8 M) N. OF WITNESS POST, SET IN BED ROCK, FLUSH WITH
 RF0665'GROUND.
 RF0665'THE MARK IS 14.6 FT ABOVE THE TRAIL EAST AT CURVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0627 ***********************************************************************
 RF0627  DESIGNATION -  27 JHS USGS
 RF0627  PID         -  RF0627
 RF0627  STATE/COUNTY-  ME/AROOSTOOK
 RF0627  USGS QUAD   -  MC KEEN LAKE (1986)
 RF0627
 RF0627                         *CURRENT SURVEY CONTROL
 RF0627  ___________________________________________________________________
 RF0627* NAD 83(1986)-  46 54 57.     (N)    069 00 13.     (W)     SCALED    
 RF0627* NAVD 88     -       356.079  (meters)    1168.24   (feet)  ADJUSTED  
 RF0627  ___________________________________________________________________
 RF0627  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 RF0627  DYNAMIC HT  -         356.103 (meters)    1168.31  (feet)  COMP
 RF0627  MODELED GRAV-     980,670.9   (mgal)                       NAVD 88
 RF0627
 RF0627  VERT ORDER  -  SECOND    CLASS II
 RF0627
 RF0627.The horizontal coordinates were scaled from a topographic map and have
 RF0627.an estimated accuracy of +/- 6 seconds.
 RF0627
 RF0627.The orthometric height was determined by differential leveling
 RF0627.and adjusted by the National Geodetic Survey in June 1991..
 RF0627
 RF0627.The geoid height was determined by GEOID03.
 RF0627
 RF0627.The dynamic height is computed by dividing the NAVD 88
 RF0627.geopotential number by the normal gravity value computed on the
 RF0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0627.degrees latitude (g = 980.6199 gals.).
 RF0627
 RF0627.The modeled gravity was interpolated from observed gravity values.
 RF0627
 RF0627;                    North         East    Units  Estimated Accuracy
 RF0627;SPC ME E     -   361,190.      261,640.      MT  (+/- 180 meters Scaled)
 RF0627
 RF0627                          SUPERSEDED SURVEY CONTROL
 RF0627
 RF0627.No superseded survey control is available for this station.
 RF0627
 RF0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM997958(NAD 83)
 RF0627_MARKER: DB = BENCH MARK DISK
 RF0627_SETTING: 80 = SET IN A BOULDER
 RF0627_SP_SET: BOULDER
 RF0627_STAMPING: 27 JHS 1983
 RF0627_MARK LOGO: USGS  
 RF0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0627+STABILITY: SURFACE MOTION
 RF0627
 RF0627  HISTORY     - Date     Condition        Report By
 RF0627  HISTORY     - 1983     MONUMENTED       USGS-M
 RF0627
 RF0627                          STATION DESCRIPTION
 RF0627
 RF0627'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1983
 RF0627'33.8 MI NW FROM PORTAGE.
 RF0627'30.2 MI (48.6 KM) WEST ALONG FISH RIVER LAKE ROAD FROM PORTAGE,
 RF0627'THENCE 3.6 MI (5.8 KM) NORTH ALONG MAIN TRAVELED ROAD, 2.1 MI (3.4 KM)
 RF0627'NORTHWEST OF BEAVER TAIL POND, ABOUT 0.9 MI (1.4 KM) SOUTHWEST OF BIG
 RF0627'BROOK, ABOUT 0.3 MI (0.5 KM) NORTHWEST OF TOP OF GRADE, ABOUT 0.9 MI
 RF0627'(1.4 KM) SOUTH AND 2.2 MI (3.5 KM) WEST OF NORTHEAST CORNER OF T. 14
 RF0627'R. 10 WELS., 96 FT (29.3 M) NORTHWEST OF ROAD, AT SMALL CLEARING
 RF0627'NORTHEAST OF ROAD, 33 FT (10 M) SOUTHWEST OF ROAD, SET IN THE TOP OF A
 RF0627'7- BY 4-FOOT BOULDER PROJECTING 4 FEET ABOVE THE GROUND, 3.4 FT (1 M)
 RF0627'HIGHER THAN THE ROAD, A USGS TABLET STAMPED 27 JHS 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1271 ***********************************************************************
 PE1271  DESIGNATION -  275
 PE1271  PID         -  PE1271
 PE1271  STATE/COUNTY-  ME/KENNEBEC
 PE1271  USGS QUAD   -  PALERMO (1979)
 PE1271
 PE1271                         *CURRENT SURVEY CONTROL
 PE1271  ___________________________________________________________________
 PE1271* NAD 83(1986)-  44 29 39.     (N)    069 29 15.     (W)     SCALED    
 PE1271* NAVD 88     -        83.570  (meters)     274.18   (feet)  ADJUSTED  
 PE1271  ___________________________________________________________________
 PE1271  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 PE1271  DYNAMIC HT  -          83.564 (meters)     274.16  (feet)  COMP
 PE1271  MODELED GRAV-     980,543.6   (mgal)                       NAVD 88
 PE1271
 PE1271  VERT ORDER  -  SECOND    CLASS 0
 PE1271
 PE1271.The horizontal coordinates were scaled from a topographic map and have
 PE1271.an estimated accuracy of +/- 6 seconds.
 PE1271
 PE1271.The orthometric height was determined by differential leveling
 PE1271.and adjusted by the National Geodetic Survey in June 1991..
 PE1271
 PE1271.The geoid height was determined by GEOID03.
 PE1271
 PE1271.The dynamic height is computed by dividing the NAVD 88
 PE1271.geopotential number by the normal gravity value computed on the
 PE1271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1271.degrees latitude (g = 980.6199 gals.).
 PE1271
 PE1271.The modeled gravity was interpolated from observed gravity values.
 PE1271
 PE1271;                    North         East    Units  Estimated Accuracy
 PE1271;SPC ME W     -   184,750.      954,020.      MT  (+/- 180 meters Scaled)
 PE1271
 PE1271                          SUPERSEDED SURVEY CONTROL
 PE1271
 PE1271  NGVD 29 (??/??/92)   83.789  (m)          274.90   (f) ADJ UNCH    2 0
 PE1271
 PE1271.Superseded values are not recommended for survey control.
 PE1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1271.See file dsdata.txt to determine how the superseded data were derived.
 PE1271
 PE1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK612268(NAD 83)
 PE1271_MARKER: DD = SURVEY DISK
 PE1271_SETTING: 80 = SET IN A BOULDER
 PE1271_SP_SET: BOULDER
 PE1271_STAMPING: MAINE 275
 PE1271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1271+STABILITY: SURFACE MOTION
 PE1271
 PE1271  HISTORY     - Date     Condition        Report By
 PE1271  HISTORY     - UNK      MONUMENTED       USGS
 PE1271  HISTORY     - 1935     GOOD             NGS
 PE1271
 PE1271                          STATION DESCRIPTION
 PE1271
 PE1271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PE1271'1.5 MI NE FROM CHINA.
 PE1271'1.5 MILES NORTHEAST ALONG THE POLAND CORNER ROAD FROM CHINA,
 PE1271'KENNEBEC COUNTY, 160 FEET SOUTH OF THE CENTER OF A ROAD CORNER,
 PE1271'AT THE WEST EDGE OF THE ROAD, AND IN THE TOP OF A BOULDER.  A
 PE1271'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED MAINE
 PE1271'275.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0114 ***********************************************************************
 PF0114  DESIGNATION -  275
 PF0114  PID         -  PF0114
 PF0114  STATE/COUNTY-  ME/ANDROSCOGGIN
 PF0114  USGS QUAD   -  LAKE AUBURN EAST (1979)
 PF0114
 PF0114                         *CURRENT SURVEY CONTROL
 PF0114  ___________________________________________________________________
 PF0114* NAD 83(1986)-  44 10 25.     (N)    070 09 08.     (W)     SCALED    
 PF0114* NAVD 88     -        82.609  (meters)     271.03   (feet)  ADJUSTED  
 PF0114  ___________________________________________________________________
 PF0114  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 PF0114  DYNAMIC HT  -          82.600 (meters)     271.00  (feet)  COMP
 PF0114  MODELED GRAV-     980,506.7   (mgal)                       NAVD 88
 PF0114
 PF0114  VERT ORDER  -  FIRST     CLASS I
 PF0114
 PF0114.The horizontal coordinates were scaled from a topographic map and have
 PF0114.an estimated accuracy of +/- 6 seconds.
 PF0114
 PF0114.The orthometric height was determined by differential leveling
 PF0114.and adjusted by the National Geodetic Survey in June 1991..
 PF0114
 PF0114.The geoid height was determined by GEOID03.
 PF0114
 PF0114.The dynamic height is computed by dividing the NAVD 88
 PF0114.geopotential number by the normal gravity value computed on the
 PF0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0114.degrees latitude (g = 980.6199 gals.).
 PF0114
 PF0114.The modeled gravity was interpolated from observed gravity values.
 PF0114
 PF0114;                    North         East    Units  Estimated Accuracy
 PF0114;SPC ME W     -   148,900.      901,160.      MT  (+/- 180 meters Scaled)
 PF0114
 PF0114                          SUPERSEDED SURVEY CONTROL
 PF0114
 PF0114  NGVD 29 (??/??/92)   82.790  (m)          271.62   (f) ADJ UNCH    1 1
 PF0114
 PF0114.Superseded values are not recommended for survey control.
 PF0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0114.See file dsdata.txt to determine how the superseded data were derived.
 PF0114
 PF0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ078918(NAD 83)
 PF0114_MARKER: DD = SURVEY DISK
 PF0114_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PF0114_SP_SET: MILE POST
 PF0114_STAMPING: 271.856 AUGUSTA MAINE 1905
 PF0114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0114
 PF0114  HISTORY     - Date     Condition        Report By
 PF0114  HISTORY     - 1905     MONUMENTED       USGS
 PF0114  HISTORY     - 1966     GOOD             NGS
 PF0114
 PF0114                          STATION DESCRIPTION
 PF0114
 PF0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PF0114'4.3 MI NE FROM LEWISTON.
 PF0114'ABOUT 4.3 MILES NORTHEAST ALONG THE MAINE CENTRAL RAILROAD
 PF0114'FROM THE UNDERPASS CROSSING OF MAIN STREET AT LEWISTON, 0.2 MILE
 PF0114'SOUTHWEST OF A ROAD CROSSING, AT MILEPOST P 43-V 211, 10.7 FEET
 PF0114'SOUTHEAST OF THE SOUTHEAST RAIL, ABOUT 1/2 FOOT BELOW THE
 PF0114'LEVEL OF THE TRACK AND SET VERTICALLY IN THE SOUTHWEST FACE OF
 PF0114'THE MILEPOST.  SET IN POOR STRUCTURE.  NOTE-- THE DISK
 PF0114'IS NOT STAMPED 275 AS PREVIOUSLY SHOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0524 ***********************************************************************
 OC0524  DESIGNATION -  27.6
 OC0524  PID         -  OC0524
 OC0524  STATE/COUNTY-  ME/YORK
 OC0524  USGS QUAD   -  WELLS (1979)
 OC0524
 OC0524                         *CURRENT SURVEY CONTROL
 OC0524  ___________________________________________________________________
 OC0524* NAD 83(1986)-  43 21 17.     (N)    070 30 19.     (W)     SCALED    
 OC0524* NAVD 88     -         7.603  (meters)      24.94   (feet)  ADJUSTED  
 OC0524  ___________________________________________________________________
 OC0524  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 OC0524  DYNAMIC HT  -           7.602 (meters)      24.94  (feet)  COMP
 OC0524  MODELED GRAV-     980,476.7   (mgal)                       NAVD 88
 OC0524
 OC0524  VERT ORDER  -  SECOND    CLASS 0
 OC0524
 OC0524.The horizontal coordinates were scaled from a topographic map and have
 OC0524.an estimated accuracy of +/- 6 seconds.
 OC0524
 OC0524.The orthometric height was determined by differential leveling
 OC0524.and adjusted by the National Geodetic Survey in June 1991..
 OC0524
 OC0524.The geoid height was determined by GEOID03.
 OC0524
 OC0524.The dynamic height is computed by dividing the NAVD 88
 OC0524.geopotential number by the normal gravity value computed on the
 OC0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0524.degrees latitude (g = 980.6199 gals.).
 OC0524
 OC0524.The modeled gravity was interpolated from observed gravity values.
 OC0524
 OC0524;                    North         East    Units  Estimated Accuracy
 OC0524;SPC ME W     -    57,980.      872,550.      MT  (+/- 180 meters Scaled)
 OC0524
 OC0524                          SUPERSEDED SURVEY CONTROL
 OC0524
 OC0524  NGVD 29 (??/??/92)    7.835  (m)           25.71   (f) ADJ UNCH    2 0
 OC0524
 OC0524.Superseded values are not recommended for survey control.
 OC0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0524.See file dsdata.txt to determine how the superseded data were derived.
 OC0524
 OC0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ780013(NAD 83)
 OC0524_MARKER: Q = CHISELED SQUARE
 OC0524_SETTING: 80 = SET IN A BOULDER
 OC0524_SP_SET: BOULDER
 OC0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC0524+STABILITY: SURFACE MOTION
 OC0524
 OC0524  HISTORY     - Date     Condition        Report By
 OC0524  HISTORY     - UNK      MONUMENTED       USGS
 OC0524  HISTORY     - 1943     GOOD             NGS
 OC0524  HISTORY     - 1976     MARK NOT FOUND   NGS
 OC0524  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 OC0524
 OC0524                          STATION DESCRIPTION
 OC0524
 OC0524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 OC0524'1.4 MI W FROM KENNEBUNK PORT.
 OC0524'1.4 MILE WEST ALONG STATE HIGHWAY 9 FROM KENNEBUNKPORT, YORK
 OC0524'COUNTY, 180 FEET NORTHEAST OF BENCH MARK TT 40 TDA (USGS)
 OC0524'DESCRIBED ABOVE, AT THE T-JUNCTION OF A ROAD LEADING TO
 OC0524'KENNEBUNK BEACH, 30 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 OC0524'AND IN A BOULDER.
 OC0524
 OC0524                          STATION RECOVERY (1976)
 OC0524
 OC0524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0524'MARK NOT FOUND.
 OC0524
 OC0524                          STATION RECOVERY (1988)
 OC0524
 OC0524'RECOVERY NOTE BY US POWER SQUADRON 1988 (RSR)
 OC0524'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0585 ***********************************************************************
 QG0585  DESIGNATION -  279
 QG0585  PID         -  QG0585
 QG0585  STATE/COUNTY-  ME/PENOBSCOT
 QG0585  USGS QUAD   -  MEDUNKEUNK LAKE (1988)
 QG0585
 QG0585                         *CURRENT SURVEY CONTROL
 QG0585  ___________________________________________________________________
 QG0585* NAD 83(1986)-  45 36 30.     (N)    068 32 19.     (W)     SCALED    
 QG0585* NAVD 88     -        84.860  (meters)     278.41   (feet)  ADJUSTED  
 QG0585  ___________________________________________________________________
 QG0585  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 QG0585  DYNAMIC HT  -          84.861 (meters)     278.41  (feet)  COMP
 QG0585  MODELED GRAV-     980,629.6   (mgal)                       NAVD 88
 QG0585
 QG0585  VERT ORDER  -  SECOND    CLASS 0
 QG0585
 QG0585.The horizontal coordinates were scaled from a topographic map and have
 QG0585.an estimated accuracy of +/- 6 seconds.
 QG0585
 QG0585.The orthometric height was determined by differential leveling
 QG0585.and adjusted by the National Geodetic Survey in June 1991..
 QG0585
 QG0585.The geoid height was determined by GEOID03.
 QG0585
 QG0585.The dynamic height is computed by dividing the NAVD 88
 QG0585.geopotential number by the normal gravity value computed on the
 QG0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0585.degrees latitude (g = 980.6199 gals.).
 QG0585
 QG0585.The modeled gravity was interpolated from observed gravity values.
 QG0585
 QG0585;                    North         East    Units  Estimated Accuracy
 QG0585;SPC ME E     -   215,750.      296,990.      MT  (+/- 180 meters Scaled)
 QG0585
 QG0585                          SUPERSEDED SURVEY CONTROL
 QG0585
 QG0585  NGVD 29 (??/??/92)   85.060  (m)          279.07   (f) ADJ UNCH    2 0
 QG0585
 QG0585.Superseded values are not recommended for survey control.
 QG0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0585.See file dsdata.txt to determine how the superseded data were derived.
 QG0585
 QG0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL359506(NAD 83)
 QG0585_MARKER: DD = SURVEY DISK
 QG0585_SETTING: 80 = SET IN A BOULDER
 QG0585_SP_SET: BOULDER
 QG0585_STAMPING: 279 BANGOR
 QG0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0585+STABILITY: SURFACE MOTION
 QG0585
 QG0585  HISTORY     - Date     Condition        Report By
 QG0585  HISTORY     - UNK      MONUMENTED       USGS
 QG0585  HISTORY     - 1959     GOOD             NGS
 QG0585
 QG0585                          STATION DESCRIPTION
 QG0585
 QG0585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QG0585'0.4 MI NE FROM MEDWAY.
 QG0585'AT MEDWAY, ABOUT 0.2 MILE NORTH ALONG STATE HIGHWAY 116 FROM THE
 QG0585'NORTH END OF THE STEEL BRIDGE OVER THE WEST BRANCH OF THE
 QG0585'PENOBSCOT RIVER, THENCE 0.2 MILE SOUTHEAST ALONG A STREET,
 QG0585'(FORMERLY STATE HIGHWAY 157), ABOUT 0.4 MILE WEST OF THE
 QG0585'FORMER CROSSING OF STATE HIGHWAY 157 OVER THE PENOBSCOT RIVER,
 QG0585'ON THE TOP OF A LARGE 6-BY-5-FOOT BOULDER WHICH PROJECTS 2 FEET
 QG0585'ABOVE THE GROUND, ON THE SOUTHWEST SLOPE OF A HILL, ABOUT 140
 QG0585'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE ROY POWERS FARM
 QG0585'HOUSE, ABOUT 100 FEET SOUTHEAST OF A DRIVEWAY LEADING TO HOUSE,
 QG0585'55 FEET NORTHEAST OF THE CENTER LINE OF THE FORMER HIGHWAY AND
 QG0585'ABOUT 10 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1178 ***********************************************************************
 PE1178  DESIGNATION -  28
 PE1178  PID         -  PE1178
 PE1178  STATE/COUNTY-  ME/KENNEBEC
 PE1178  USGS QUAD   -  GARDINER (1991)
 PE1178
 PE1178                         *CURRENT SURVEY CONTROL
 PE1178  ___________________________________________________________________
 PE1178* NAD 83(1986)-  44 13 26.     (N)    069 46 39.     (W)     SCALED    
 PE1178* NAVD 88     -        36.885  (meters)     121.01   (feet)  ADJUSTED  
 PE1178  ___________________________________________________________________
 PE1178  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 PE1178  DYNAMIC HT  -          36.881 (meters)     121.00  (feet)  COMP
 PE1178  MODELED GRAV-     980,523.1   (mgal)                       NAVD 88
 PE1178
 PE1178  VERT ORDER  -  SECOND    CLASS 0
 PE1178
 PE1178.The horizontal coordinates were scaled from a topographic map and have
 PE1178.an estimated accuracy of +/- 6 seconds.
 PE1178
 PE1178.The orthometric height was determined by differential leveling
 PE1178.and adjusted by the National Geodetic Survey in June 1991..
 PE1178
 PE1178.The geoid height was determined by GEOID03.
 PE1178
 PE1178.The dynamic height is computed by dividing the NAVD 88
 PE1178.geopotential number by the normal gravity value computed on the
 PE1178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1178.degrees latitude (g = 980.6199 gals.).
 PE1178
 PE1178.The modeled gravity was interpolated from observed gravity values.
 PE1178
 PE1178;                    North         East    Units  Estimated Accuracy
 PE1178;SPC ME W     -   154,560.      931,100.      MT  (+/- 180 meters Scaled)
 PE1178
 PE1178                          SUPERSEDED SURVEY CONTROL
 PE1178
 PE1178  NGVD 29 (??/??/92)   37.091  (m)          121.69   (f) ADJ UNCH    2 0
 PE1178
 PE1178.Superseded values are not recommended for survey control.
 PE1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1178.See file dsdata.txt to determine how the superseded data were derived.
 PE1178
 PE1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ378970(NAD 83)
 PE1178_MARKER: DD = SURVEY DISK
 PE1178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1178_STAMPING: 28 NO
 PE1178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1178+STABILITY: SURFACE MOTION
 PE1178
 PE1178  HISTORY     - Date     Condition        Report By
 PE1178  HISTORY     - UNK      MONUMENTED       MEGS
 PE1178  HISTORY     - 1962     GOOD             NGS
 PE1178  HISTORY     - 20060210 MARK NOT FOUND   USPSQD
 PE1178
 PE1178                          STATION DESCRIPTION
 PE1178
 PE1178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PE1178'AT GARDINER.
 PE1178'AT GARDINER, NEAR THE SOUTHWEST CORNER OF THE CITY PARK, NEAR
 PE1178'THE INTERSECTION OF SCHOOL STREET AND LINCOLN AVENUE, 64 FEET
 PE1178'NORTH OF THE APPROXIMATE CENTER LINE OF SCHOOL STREET, 30 1/2
 PE1178'FEET EAST OF THE CENTER LINE OF LINCOLN AVENUE.  20 1/2 FEET
 PE1178'SOUTH OF A 60-INCH ELM TREE, 43 1/2 FEET NORTH OF THE SOUTHWEST
 PE1178'CORNER OF THE FENCE POST AT THE SOUTHWEST CORNER OF THE PARK,
 PE1178'3 FEET EAST OF A STONE AND WOOD FENCE AROUND THE PARK, 1/2 FOOT
 PE1178'BELOW THE LEVEL OF LINCOLN AVENUE AND SET IN THE TOP OF A
 PE1178'CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 PE1178
 PE1178                          STATION RECOVERY (2006)
 PE1178
 PE1178'RECOVERY NOTE BY US POWER SQUADRON 2006 (AMW)
 PE1178'THE CONCRETE MONUMENT IS DAMAGED AND PARTIALLY INTACT. THE DISC IS
 PE1178'GONE BUT THE HOLE IS STILL THERE. THE METAL DETECTOR GAVE AN
 PE1178'INDICATION AT THE LOCATION BUT COULD NOT SEE IF PART OF THE DISC POST
 PE1178'WAS STILL IN THE CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0015 ***********************************************************************
 OC0015  DESIGNATION -  28 C OF P
 OC0015  PID         -  OC0015
 OC0015  STATE/COUNTY-  ME/CUMBERLAND
 OC0015  USGS QUAD   -  PORTLAND WEST (1978)
 OC0015
 OC0015                         *CURRENT SURVEY CONTROL
 OC0015  ___________________________________________________________________
 OC0015* NAD 83(1986)-  43 39 42.     (N)    070 16 12.     (W)     SCALED    
 OC0015* NAVD 88     -         5.414  (meters)      17.76   (feet)  ADJUSTED  
 OC0015  ___________________________________________________________________
 OC0015  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 OC0015  DYNAMIC HT  -           5.414 (meters)      17.76  (feet)  COMP
 OC0015  MODELED GRAV-     980,499.8   (mgal)                       NAVD 88
 OC0015
 OC0015  VERT ORDER  -  FIRST     CLASS I
 OC0015
 OC0015.The horizontal coordinates were scaled from a topographic map and have
 OC0015.an estimated accuracy of +/- 6 seconds.
 OC0015
 OC0015.The orthometric height was determined by differential leveling
 OC0015.and adjusted by the National Geodetic Survey in June 1991..
 OC0015
 OC0015.The geoid height was determined by GEOID03.
 OC0015
 OC0015.The dynamic height is computed by dividing the NAVD 88
 OC0015.geopotential number by the normal gravity value computed on the
 OC0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0015.degrees latitude (g = 980.6199 gals.).
 OC0015
 OC0015.The modeled gravity was interpolated from observed gravity values.
 OC0015
 OC0015;                    North         East    Units  Estimated Accuracy
 OC0015;SPC ME W     -    92,030.      891,670.      MT  (+/- 180 meters Scaled)
 OC0015
 OC0015                          SUPERSEDED SURVEY CONTROL
 OC0015
 OC0015  NGVD 29 (??/??/92)    5.629  (m)           18.47   (f) ADJ UNCH    1 1
 OC0015
 OC0015.Superseded values are not recommended for survey control.
 OC0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0015.See file dsdata.txt to determine how the superseded data were derived.
 OC0015
 OC0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ976350(NAD 83)
 OC0015_MARKER: B = BOLT
 OC0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC0015_SP_SET: GRANITE POST
 OC0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC0015+STABILITY: SURFACE MOTION
 OC0015
 OC0015  HISTORY     - Date     Condition        Report By
 OC0015  HISTORY     - UNK      MONUMENTED       ME6400
 OC0015  HISTORY     - 1966     GOOD             NGS
 OC0015  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 OC0015
 OC0015                          STATION DESCRIPTION
 OC0015
 OC0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 OC0015'AT PORTLAND.
 OC0015'AT PORTLAND, ABOUT 0.3 MILE NORTHWEST ALONG FOREST AVENUE FROM
 OC0015'THE POST OFFICE, NEAR THE INTERSECTION OF WINSLOW STREET AND
 OC0015'FOREST AVENUE, 0.5 FOOT SOUTHWEST OF THE SOUTHWEST CURB OF
 OC0015'THE AVENUE, 9.0 FEET SOUTH OF THE SOUTH CURB OF THE STREET, ABOUT
 OC0015'LEVEL WITH THE SIDEWALK AND SET IN THE TOP OF A GRANITE POST
 OC0015'FLUSH.
 OC0015
 OC0015                          STATION RECOVERY (1990)
 OC0015
 OC0015'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMW)
 OC0015'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0666 ***********************************************************************
 RF0666  DESIGNATION -  28 JHS
 RF0666  PID         -  RF0666
 RF0666  STATE/COUNTY-  ME/AROOSTOOK
 RF0666  USGS QUAD   -  BLUE BROOK (1986)
 RF0666
 RF0666                         *CURRENT SURVEY CONTROL
 RF0666  ___________________________________________________________________
 RF0666* NAD 83(1986)-  46 51 53.     (N)    069 23 37.     (W)     SCALED    
 RF0666* NAVD 88     -       392.804  (meters)    1288.72   (feet)  ADJUSTED  
 RF0666  ___________________________________________________________________
 RF0666  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 RF0666  DYNAMIC HT  -         392.835 (meters)    1288.83  (feet)  COMP
 RF0666  MODELED GRAV-     980,682.3   (mgal)                       NAVD 88
 RF0666
 RF0666  VERT ORDER  -  SECOND    CLASS II
 RF0666
 RF0666.The horizontal coordinates were scaled from a topographic map and have
 RF0666.an estimated accuracy of +/- 6 seconds.
 RF0666
 RF0666.The orthometric height was determined by differential leveling
 RF0666.and adjusted by the National Geodetic Survey in June 1991..
 RF0666
 RF0666.The geoid height was determined by GEOID03.
 RF0666
 RF0666.The dynamic height is computed by dividing the NAVD 88
 RF0666.geopotential number by the normal gravity value computed on the
 RF0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0666.degrees latitude (g = 980.6199 gals.).
 RF0666
 RF0666.The modeled gravity was interpolated from observed gravity values.
 RF0666
 RF0666;                    North         East    Units  Estimated Accuracy
 RF0666;SPC ME E     -   355,770.      231,870.      MT  (+/- 180 meters Scaled)
 RF0666
 RF0666                          SUPERSEDED SURVEY CONTROL
 RF0666
 RF0666.No superseded survey control is available for this station.
 RF0666
 RF0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM700902(NAD 83)
 RF0666_MARKER: DD = SURVEY DISK
 RF0666_SETTING: 66 = SET IN ROCK OUTCROP
 RF0666_SP_SET: ROCK OUTCROP
 RF0666_STAMPING: 28 JHS 1984
 RF0666_MARK LOGO: USGS  
 RF0666_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0666+STABILITY: POSITION/ELEVATION WELL
 RF0666
 RF0666  HISTORY     - Date     Condition        Report By
 RF0666  HISTORY     - 1984     MONUMENTED       USGS-M
 RF0666
 RF0666                          STATION DESCRIPTION
 RF0666
 RF0666'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1984
 RF0666'18.6 MI NNE FROM CLAYTON LAKE.
 RF0666'CLAYTON LAKE POST OFFICE, 0.8 MI (1.3 KM) NW. OF THENCE 18.6 MI
 RF0666'(29.9 KM) N. ALONG MAIN TRAVELED RD. TO JCT. WITH E.-W. MAIN TRAVELED
 RF0666'RD. AND BM 17 JHS 1984 THENCE 6.1 MI (9.8 KM) E. TO JCT. WITH RD.
 RF0666'LEADING N. TO BLUE POND THENCE 3.8 MI (6.1 KM) N. TO THE BM, ON THE
 RF0666'RIGHT, ABOUT 1.2 MI (1.9 KM) N. OF BRIDGE OVER JOHNSON BROOK, ABOUT
 RF0666'1.8 MI (2.9 KM) N. AND 2.5 MI (4 KM) W. OF SE. COR. OF T. 14, R. 13,
 RF0666'WELS, 10 FT (3 M) N., 41 FT (12.5 M) E. AND 2.4 FT (0.73 M) HIGHER
 RF0666'THAN RD. AT TRAIL SE. AT CREST OF HILL, 5.2 FT (1.6 M) S. OF WITNESS
 RF0666'POST, SET IN BED ROCK, FLUSH WITH GROUND.
 RF0666'THE MARK IS 2.4 FT ABOVE A TRAIL SE AT CREST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0628 ***********************************************************************
 RF0628  DESIGNATION -  28 JHS USGS
 RF0628  PID         -  RF0628
 RF0628  STATE/COUNTY-  ME/AROOSTOOK
 RF0628  USGS QUAD   -  MC KEEN LAKE (1986)
 RF0628
 RF0628                         *CURRENT SURVEY CONTROL
 RF0628  ___________________________________________________________________
 RF0628* NAD 83(1986)-  46 55 30.     (N)    069 00 30.     (W)     SCALED    
 RF0628* NAVD 88     -       300.502  (meters)     985.90   (feet)  ADJUSTED  
 RF0628  ___________________________________________________________________
 RF0628  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 RF0628  DYNAMIC HT  -         300.522 (meters)     985.96  (feet)  COMP
 RF0628  MODELED GRAV-     980,672.3   (mgal)                       NAVD 88
 RF0628
 RF0628  VERT ORDER  -  SECOND    CLASS II
 RF0628
 RF0628.The horizontal coordinates were scaled from a topographic map and have
 RF0628.an estimated accuracy of +/- 6 seconds.
 RF0628
 RF0628.The orthometric height was determined by differential leveling
 RF0628.and adjusted by the National Geodetic Survey in June 1991..
 RF0628
 RF0628.The geoid height was determined by GEOID03.
 RF0628
 RF0628.The dynamic height is computed by dividing the NAVD 88
 RF0628.geopotential number by the normal gravity value computed on the
 RF0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0628.degrees latitude (g = 980.6199 gals.).
 RF0628
 RF0628.The modeled gravity was interpolated from observed gravity values.
 RF0628
 RF0628;                    North         East    Units  Estimated Accuracy
 RF0628;SPC ME E     -   362,210.      261,290.      MT  (+/- 180 meters Scaled)
 RF0628
 RF0628                          SUPERSEDED SURVEY CONTROL
 RF0628
 RF0628.No superseded survey control is available for this station.
 RF0628
 RF0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM993968(NAD 83)
 RF0628_MARKER: DB = BENCH MARK DISK
 RF0628_SETTING: 80 = SET IN A BOULDER
 RF0628_SP_SET: BOULDER
 RF0628_STAMPING: 28 JHS 1983
 RF0628_MARK LOGO: USGS  
 RF0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0628+STABILITY: SURFACE MOTION
 RF0628
 RF0628  HISTORY     - Date     Condition        Report By
 RF0628  HISTORY     - 1983     MONUMENTED       USGS-M
 RF0628
 RF0628                          STATION DESCRIPTION
 RF0628
 RF0628'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1983
 RF0628'34.7 MI NW FROM PORTAGE.
 RF0628'30.2 MI (48.6 KM) WEST ALONG FISH RIVER LAKE ROAD FROM PORTAGE,
 RF0628'THENCE 4.5 MI (7.3 KM) NORTH ALONG MAIN TRAVELED ROAD, 17.2 MI
 RF0628'SOUTH-SOUTHWEST OF ST. FRANCIS, ABOUT 1.4 MI (2.3 KM) SOUTHEAST OF
 RF0628'WOOD BRIDGE OVER BIG BROOK, 0.4 MI (0.6 KM) SOUTHWEST OF BIG BROOK,
 RF0628'0.4 MI (0.6 KM) SOUTHEAST ALONG ROAD FROM EAST-WEST TOWNSHIP LINE
 RF0628'CROSSING ROAD, ABOUT 0.2 MI (0.3 KM) SOUTH AND 2.5 MI (4 KM) WEST OF
 RF0628'NORTHEAST CORNER T. 14, R. 10 WELS., 35 FT (10.7 M) NORTHEAST OF ROAD,
 RF0628'SET IN THE TOP OF A 10- BY 7-FOOT BOULDER PROJECTING 3 FEET ABOVE THE
 RF0628'GROUND, 2.4 FT (0.7 M) HIGHER THAN THE ROAD, A USGS TABLET STAMPED 28
 RF0628'JHS 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0142 ***********************************************************************
 PF0142  DESIGNATION -  280
 PF0142  PID         -  PF0142
 PF0142  STATE/COUNTY-  ME/ANDROSCOGGIN
 PF0142  USGS QUAD   -  WAYNE (1966)
 PF0142
 PF0142                         *CURRENT SURVEY CONTROL
 PF0142  ___________________________________________________________________
 PF0142* NAD 83(1986)-  44 19 07.     (N)    070 07 17.     (W)     SCALED    
 PF0142* NAVD 88     -        85.073  (meters)     279.11   (feet)  ADJUSTED  
 PF0142  ___________________________________________________________________
 PF0142  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 PF0142  DYNAMIC HT  -          85.065 (meters)     279.08  (feet)  COMP
 PF0142  MODELED GRAV-     980,521.8   (mgal)                       NAVD 88
 PF0142
 PF0142  VERT ORDER  -  SECOND    CLASS 0
 PF0142
 PF0142.The horizontal coordinates were scaled from a topographic map and have
 PF0142.an estimated accuracy of +/- 6 seconds.
 PF0142
 PF0142.The orthometric height was determined by differential leveling
 PF0142.and adjusted by the National Geodetic Survey in June 1991..
 PF0142
 PF0142.The geoid height was determined by GEOID03.
 PF0142
 PF0142.The dynamic height is computed by dividing the NAVD 88
 PF0142.geopotential number by the normal gravity value computed on the
 PF0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0142.degrees latitude (g = 980.6199 gals.).
 PF0142
 PF0142.The modeled gravity was interpolated from observed gravity values.
 PF0142
 PF0142;                    North         East    Units  Estimated Accuracy
 PF0142;SPC ME W     -   165,020.      903,610.      MT  (+/- 180 meters Scaled)
 PF0142
 PF0142                          SUPERSEDED SURVEY CONTROL
 PF0142
 PF0142  NGVD 29 (??/??/92)   85.188  (m)          279.49   (f) ADJ UNCH    2 0
 PF0142
 PF0142.Superseded values are not recommended for survey control.
 PF0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0142.See file dsdata.txt to determine how the superseded data were derived.
 PF0142
 PF0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK105078(NAD 83)
 PF0142_MARKER: DD = SURVEY DISK
 PF0142_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PF0142_SP_SET: ABUTMENT
 PF0142_STAMPING: 280
 PF0142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0142
 PF0142  HISTORY     - Date     Condition        Report By
 PF0142  HISTORY     - UNK      MONUMENTED       USGS
 PF0142  HISTORY     - 1935     GOOD             NGS
 PF0142
 PF0142                          STATION DESCRIPTION
 PF0142
 PF0142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PF0142'AT ANDROSCOGGIN.
 PF0142'5 POLES SOUTH ALONG THE MAINE CENTRAL RAILROAD FROM THE STATION
 PF0142'AT ANDROSCOGGIN, ANDROSCOGGIN COUNTY, 2 POLES SOUTH OF MILEPOST
 PF0142'F 28 - P 56, IN THE TOP OF THE WEST END OF THE NORTH STONE
 PF0142'ABUTMENT OF A BRIDGE OVER THE DEAD RIVER, AND ABOUT 6 1/2 FEET
 PF0142'LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0575 ***********************************************************************
 QG0575  DESIGNATION -  284
 QG0575  PID         -  QG0575
 QG0575  STATE/COUNTY-  ME/PENOBSCOT
 QG0575  USGS QUAD   -  EAST MILLINOCKET (1988)
 QG0575
 QG0575                         *CURRENT SURVEY CONTROL
 QG0575  ___________________________________________________________________
 QG0575* NAD 83(1986)-  45 38 23.     (N)    068 32 36.     (W)     SCALED    
 QG0575* NAVD 88     -        86.554  (meters)     283.97   (feet)  ADJUSTED  
 QG0575  ___________________________________________________________________
 QG0575  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 QG0575  DYNAMIC HT  -          86.555 (meters)     283.97  (feet)  COMP
 QG0575  MODELED GRAV-     980,632.1   (mgal)                       NAVD 88
 QG0575
 QG0575  VERT ORDER  -  SECOND    CLASS 0
 QG0575
 QG0575.The horizontal coordinates were scaled from a topographic map and have
 QG0575.an estimated accuracy of +/- 6 seconds.
 QG0575
 QG0575.The orthometric height was determined by differential leveling
 QG0575.and adjusted by the National Geodetic Survey in June 1991..
 QG0575
 QG0575.The geoid height was determined by GEOID03.
 QG0575
 QG0575.The dynamic height is computed by dividing the NAVD 88
 QG0575.geopotential number by the normal gravity value computed on the
 QG0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0575.degrees latitude (g = 980.6199 gals.).
 QG0575
 QG0575.The modeled gravity was interpolated from observed gravity values.
 QG0575
 QG0575;                    North         East    Units  Estimated Accuracy
 QG0575;SPC ME E     -   219,240.      296,620.      MT  (+/- 180 meters Scaled)
 QG0575
 QG0575                          SUPERSEDED SURVEY CONTROL
 QG0575
 QG0575  NGVD 29 (??/??/92)   86.752  (m)          284.62   (f) ADJ UNCH    2 0
 QG0575
 QG0575.Superseded values are not recommended for survey control.
 QG0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0575.See file dsdata.txt to determine how the superseded data were derived.
 QG0575
 QG0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL355541(NAD 83)
 QG0575_MARKER: DD = SURVEY DISK
 QG0575_SETTING: 80 = SET IN A BOULDER
 QG0575_SP_SET: BOULDER
 QG0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0575+STABILITY: SURFACE MOTION
 QG0575
 QG0575  HISTORY     - Date     Condition        Report By
 QG0575  HISTORY     - UNK      MONUMENTED       USGS
 QG0575  HISTORY     - 1959     GOOD             NGS
 QG0575
 QG0575                          STATION DESCRIPTION
 QG0575
 QG0575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QG0575'1.9 MI N FROM MEDWAY.
 QG0575'1.9 MILES NORTH ALONG STATE HIGHWAY 11 FROM ITS JUNCTION WITH
 QG0575'STATE HIGHWAY 157 AT MEDWAY, SET ON THE TOP OF A 5-BY-6-FOOT
 QG0575'BOULDER PROJECTING 2 FEET ABOVE THE LEVEL OF THE GROUND, 18 FEET
 QG0575'EAST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 1 FOOT ABOVE
 QG0575'THE SURFACE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0150 ***********************************************************************
 PE0150  DESIGNATION -  286
 PE0150  PID         -  PE0150
 PE0150  STATE/COUNTY-  ME/PENOBSCOT
 PE0150  USGS QUAD   -  CHEMO POND (1970)
 PE0150
 PE0150                         *CURRENT SURVEY CONTROL
 PE0150  ___________________________________________________________________
 PE0150* NAD 83(1986)-  44 49 01.     (N)    068 30 46.     (W)     SCALED    
 PE0150* NAVD 88     -        86.887  (meters)     285.06   (feet)  ADJUSTED  
 PE0150  ___________________________________________________________________
 PE0150  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 PE0150  DYNAMIC HT  -          86.883 (meters)     285.05  (feet)  COMP
 PE0150  MODELED GRAV-     980,569.4   (mgal)                       NAVD 88
 PE0150
 PE0150  VERT ORDER  -  SECOND    CLASS 0
 PE0150
 PE0150.The horizontal coordinates were scaled from a topographic map and have
 PE0150.an estimated accuracy of +/- 6 seconds.
 PE0150
 PE0150.The orthometric height was determined by differential leveling
 PE0150.and adjusted by the National Geodetic Survey in June 1991..
 PE0150
 PE0150.The geoid height was determined by GEOID03.
 PE0150
 PE0150.The dynamic height is computed by dividing the NAVD 88
 PE0150.geopotential number by the normal gravity value computed on the
 PE0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0150.degrees latitude (g = 980.6199 gals.).
 PE0150
 PE0150.The modeled gravity was interpolated from observed gravity values.
 PE0150
 PE0150;                    North         East    Units  Estimated Accuracy
 PE0150;SPC ME E     -   127,800.      298,990.      MT  (+/- 180 meters Scaled)
 PE0150
 PE0150                          SUPERSEDED SURVEY CONTROL
 PE0150
 PE0150  NGVD 29 (??/??/92)   87.084  (m)          285.71   (f) ADJ UNCH    2 0
 PE0150
 PE0150.Superseded values are not recommended for survey control.
 PE0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0150.See file dsdata.txt to determine how the superseded data were derived.
 PE0150
 PE0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK385627(NAD 83)
 PE0150_MARKER: B = BOLT
 PE0150_SETTING: 66 = SET IN ROCK OUTCROP
 PE0150_SP_SET: ROCK OUTCROP
 PE0150_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0150+STABILITY: POSITION/ELEVATION WELL
 PE0150
 PE0150  HISTORY     - Date     Condition        Report By
 PE0150  HISTORY     - 1908     MONUMENTED       USGS
 PE0150  HISTORY     - 1953     GOOD             NGS
 PE0150
 PE0150                          STATION DESCRIPTION
 PE0150
 PE0150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 PE0150'1.8 MI E FROM CLIFTON.
 PE0150'1.8 MILES EAST ALONG STATE HIGHWAY 9 FROM THE JUNCTION OF STATE
 PE0150'HIGHWAY 180 AT CLIFTON, PENOBSCOT COUNTY, NORTH ACROSS THE
 PE0150'HIGHWAY FROM A SCHOOLHOUSE, 75 FEET NORTH OF THE CENTER LINE
 PE0150'OF THE HIGHWAY, AT A CHURCH, 39 FEET SOUTH-SOUTHEAST OF THE
 PE0150'NORTHEAST CORNER OF THE CHURCH, 9 FEET EAST OF THE SOUTHEAST
 PE0150'CORNER OF THE MAIN PART OF THE CHURCH, 6 INCHES NORTH OF THE
 PE0150'EXTENDED SOUTH FACE OF THE MAIN PART, IN THE TOP OF A ROCK
 PE0150'OUTCROP FLUSH WITH THE GROUND, AND ABOUT 4 FEET ABOVE THE LEVEL
 PE0150'OF THE HIGHWAY.  A 1/2-INCH COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0530 ***********************************************************************
 OC0530  DESIGNATION -  287
 OC0530  PID         -  OC0530
 OC0530  STATE/COUNTY-  ME/CUMBERLAND
 OC0530  USGS QUAD   -  SEBAGO LAKE (1983)
 OC0530
 OC0530                         *CURRENT SURVEY CONTROL
 OC0530  ___________________________________________________________________
 OC0530* NAD 83(1986)-  43 45 49.     (N)    070 31 37.     (W)     SCALED    
 OC0530* NAVD 88     -        87.484  (meters)     287.02   (feet)  ADJUSTED  
 OC0530  ___________________________________________________________________
 OC0530  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 OC0530  DYNAMIC HT  -          87.472 (meters)     286.98  (feet)  COMP
 OC0530  MODELED GRAV-     980,479.0   (mgal)                       NAVD 88
 OC0530
 OC0530  VERT ORDER  -  FIRST     CLASS II
 OC0530
 OC0530.The horizontal coordinates were scaled from a topographic map and have
 OC0530.an estimated accuracy of +/- 6 seconds.
 OC0530
 OC0530.The orthometric height was determined by differential leveling
 OC0530.and adjusted by the National Geodetic Survey in June 1991..
 OC0530
 OC0530.The geoid height was determined by GEOID03.
 OC0530
 OC0530.The dynamic height is computed by dividing the NAVD 88
 OC0530.geopotential number by the normal gravity value computed on the
 OC0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0530.degrees latitude (g = 980.6199 gals.).
 OC0530
 OC0530.The modeled gravity was interpolated from observed gravity values.
 OC0530
 OC0530;                    North         East    Units  Estimated Accuracy
 OC0530;SPC ME W     -   103,410.      870,990.      MT  (+/- 180 meters Scaled)
 OC0530
 OC0530                          SUPERSEDED SURVEY CONTROL
 OC0530
 OC0530  NGVD 29 (??/??/92)   87.677  (m)          287.65   (f) ADJ UNCH    1 2
 OC0530
 OC0530.Superseded values are not recommended for survey control.
 OC0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0530.See file dsdata.txt to determine how the superseded data were derived.
 OC0530
 OC0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ770467(NAD 83)
 OC0530_MARKER: DD = SURVEY DISK
 OC0530_SETTING: 66 = SET IN ROCK OUTCROP
 OC0530_SP_SET: ROCK OUTCROP
 OC0530_STAMPING: 287 MAINE
 OC0530_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC0530+STABILITY: POSITION/ELEVATION WELL
 OC0530
 OC0530  HISTORY     - Date     Condition        Report By
 OC0530  HISTORY     - 1906     MONUMENTED       USGS
 OC0530  HISTORY     - 1955     GOOD             NGS
 OC0530  HISTORY     - 1976     GOOD             NGS
 OC0530
 OC0530                          STATION DESCRIPTION
 OC0530
 OC0530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 OC0530'AT SEBAGO LAKE.
 OC0530'AT SEBAGO LAKE, ABOUT 179 YARDS NORTHWEST ALONG THE MAINE CENTRAL
 OC0530'RAILROAD FROM THE STATION, ABOUT 176 YARDS SOUTHEAST OF MILE
 OC0530'POST P 17, ABOUT 114 YARDS NORTHWEST OF CENTER OF A ROAD
 OC0530'CROSSING, 76 FEET NORTHEAST OF NORTHEAST RAIL OF TRACK, 63 1/2
 OC0530'FEET NORTHEAST OF FACE OF A 10-FOOT LONG ROCK CUT ALONG TRACK,
 OC0530'46 1/2 FEET NORTHEAST OF A FENCE LINE, IN THE TOP AND NEAR THE
 OC0530'CENTER OF A FLAT ROCK OUTCROP WHICH PROJECTS ABOUT 1/2 FOOT
 OC0530'AND WHICH IS JUST NORTHEAST OF A 3-FOOT HIGH 15-FOOT LONG AND
 OC0530'6-FEET WIDE RIDGE SHAPED ROCK OUTCROP AND ABOUT 4 FEET ABOVE
 OC0530'LEVEL OF TRACK.  THIS DISK IS SLOPING.  THE POINT LEVELED TO WAS
 OC0530'THE HIGH POINT WHICH IS THE RIM OF THE DISK ABOVE THE LETTER M
 OC0530'IN BM.
 OC0530
 OC0530                          STATION RECOVERY (1976)
 OC0530
 OC0530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0530'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1034 ***********************************************************************
 PE1034  DESIGNATION -  288
 PE1034  PID         -  PE1034
 PE1034  STATE/COUNTY-  ME/LINCOLN
 PE1034  USGS QUAD   -  RAZORVILLE (1979)
 PE1034
 PE1034                         *CURRENT SURVEY CONTROL
 PE1034  ___________________________________________________________________
 PE1034* NAD 83(1986)-  44 15 04.     (N)    069 24 38.     (W)     SCALED    
 PE1034* NAVD 88     -        87.641  (meters)     287.54   (feet)  ADJUSTED  
 PE1034  ___________________________________________________________________
 PE1034  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 PE1034  DYNAMIC HT  -          87.633 (meters)     287.51  (feet)  COMP
 PE1034  MODELED GRAV-     980,520.4   (mgal)                       NAVD 88
 PE1034
 PE1034  VERT ORDER  -  SECOND    CLASS 0
 PE1034
 PE1034.The horizontal coordinates were scaled from a topographic map and have
 PE1034.an estimated accuracy of +/- 6 seconds.
 PE1034
 PE1034.The orthometric height was determined by differential leveling
 PE1034.and adjusted by the National Geodetic Survey in June 1991..
 PE1034
 PE1034.The geoid height was determined by GEOID03.
 PE1034
 PE1034.The dynamic height is computed by dividing the NAVD 88
 PE1034.geopotential number by the normal gravity value computed on the
 PE1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1034.degrees latitude (g = 980.6199 gals.).
 PE1034
 PE1034.The modeled gravity was interpolated from observed gravity values.
 PE1034
 PE1034;                    North         East    Units  Estimated Accuracy
 PE1034;SPC ME W     -   157,790.      960,390.      MT  (+/- 180 meters Scaled)
 PE1034
 PE1034                          SUPERSEDED SURVEY CONTROL
 PE1034
 PE1034  NGVD 29 (??/??/92)   87.851  (m)          288.22   (f) ADJ UNCH    2 0
 PE1034
 PE1034.Superseded values are not recommended for survey control.
 PE1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1034.See file dsdata.txt to determine how the superseded data were derived.
 PE1034
 PE1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ672998(NAD 83)
 PE1034_MARKER: DB = BENCH MARK DISK
 PE1034_SETTING: 66 = SET IN ROCK OUTCROP
 PE1034_SP_SET: ROCK OUTCROP
 PE1034_STAMPING: 288 MAINE
 PE1034_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1034+STABILITY: POSITION/ELEVATION WELL
 PE1034
 PE1034  HISTORY     - Date     Condition        Report By
 PE1034  HISTORY     - UNK      MONUMENTED       CGS
 PE1034  HISTORY     - 1935     GOOD             NGS
 PE1034
 PE1034                          STATION DESCRIPTION
 PE1034
 PE1034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PE1034'1.4 MI W FROM STICKNEY CORNER.
 PE1034'1.4 MILES WEST ALONG STATE HIGHWAY 17 FROM THE INTERSECTION OF
 PE1034'STATE HIGHWAY 220 AT STICKNEY CORNER, KNOX COUNTY, ON THE WEST
 PE1034'SLOPE OF A HILL, 12 FEET WEST OF THE CENTERLINE OF A SIDE ROAD,
 PE1034'78 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND IN THE TOP
 PE1034'OF A ROCK OUTCROP.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 PE1034'DISK, STAMPED 288 MAINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0016 ***********************************************************************
 OC0016  DESIGNATION -  29 C OF P
 OC0016  PID         -  OC0016
 OC0016  STATE/COUNTY-  ME/CUMBERLAND
 OC0016  USGS QUAD   -  PORTLAND WEST (1978)
 OC0016
 OC0016                         *CURRENT SURVEY CONTROL
 OC0016  ___________________________________________________________________
 OC0016* NAD 83(1986)-  43 39 47.     (N)    070 16 19.     (W)     SCALED    
 OC0016* NAVD 88     -         5.662  (meters)      18.58   (feet)  ADJUSTED  
 OC0016  ___________________________________________________________________
 OC0016  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 OC0016  DYNAMIC HT  -           5.662 (meters)      18.58  (feet)  COMP
 OC0016  MODELED GRAV-     980,499.5   (mgal)                       NAVD 88
 OC0016
 OC0016  VERT ORDER  -  FIRST     CLASS I
 OC0016
 OC0016.The horizontal coordinates were scaled from a topographic map and have
 OC0016.an estimated accuracy of +/- 6 seconds.
 OC0016
 OC0016.The orthometric height was determined by differential leveling
 OC0016.and adjusted by the National Geodetic Survey in June 1991..
 OC0016
 OC0016.The geoid height was determined by GEOID03.
 OC0016
 OC0016.The dynamic height is computed by dividing the NAVD 88
 OC0016.geopotential number by the normal gravity value computed on the
 OC0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0016.degrees latitude (g = 980.6199 gals.).
 OC0016
 OC0016.The modeled gravity was interpolated from observed gravity values.
 OC0016
 OC0016;                    North         East    Units  Estimated Accuracy
 OC0016;SPC ME W     -    92,180.      891,510.      MT  (+/- 180 meters Scaled)
 OC0016
 OC0016                          SUPERSEDED SURVEY CONTROL
 OC0016
 OC0016  NGVD 29 (??/??/92)    5.877  (m)           19.28   (f) ADJ UNCH    1 1
 OC0016
 OC0016.Superseded values are not recommended for survey control.
 OC0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0016.See file dsdata.txt to determine how the superseded data were derived.
 OC0016
 OC0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ974352(NAD 83)
 OC0016_MARKER: B = BOLT
 OC0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC0016_SP_SET: GRANITE POST
 OC0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC0016+STABILITY: SURFACE MOTION
 OC0016
 OC0016  HISTORY     - Date     Condition        Report By
 OC0016  HISTORY     - UNK      MONUMENTED       ME6400
 OC0016  HISTORY     - 1966     GOOD             NGS
 OC0016  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 OC0016
 OC0016                          STATION DESCRIPTION
 OC0016
 OC0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 OC0016'AT PORTLAND.
 OC0016'AT PORTLAND, ABOUT 0.45 MILE NORTHWEST ALONG FOREST AVENUE FROM
 OC0016'THE POST OFFICE, NEAR THE INTERSECTION OF FOREST AVENUE AND
 OC0016'BAXTER ROAD, 8.0 FEET NORTHEAST OF THE NORTHEAST CURB OF THE
 OC0016'AVENUE, 11.0 FEET SOUTHEAST OF THE SOUTHEAST CURB OF THE ROAD,
 OC0016'ABOUT LEVEL WITH THE SIDEWALK AND SET IN THE TOP OF A GRANITE
 OC0016'POST FLUSH.
 OC0016
 OC0016                          STATION RECOVERY (1990)
 OC0016
 OC0016'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMW)
 OC0016'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0667 ***********************************************************************
 RF0667  DESIGNATION -  29 JHS
 RF0667  PID         -  RF0667
 RF0667  STATE/COUNTY-  ME/AROOSTOOK
 RF0667  USGS QUAD   -  BIG BLACK RAPIDS (1986)
 RF0667
 RF0667                         *CURRENT SURVEY CONTROL
 RF0667  ___________________________________________________________________
 RF0667* NAD 83(1986)-  46 52 37.     (N)    069 24 10.     (W)     SCALED    
 RF0667* NAVD 88     -       398.550  (meters)    1307.58   (feet)  ADJUSTED  
 RF0667  ___________________________________________________________________
 RF0667  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 RF0667  DYNAMIC HT  -         398.583 (meters)    1307.68  (feet)  COMP
 RF0667  MODELED GRAV-     980,683.4   (mgal)                       NAVD 88
 RF0667
 RF0667  VERT ORDER  -  SECOND    CLASS II
 RF0667
 RF0667.The horizontal coordinates were scaled from a topographic map and have
 RF0667.an estimated accuracy of +/- 6 seconds.
 RF0667
 RF0667.The orthometric height was determined by differential leveling
 RF0667.and adjusted by the National Geodetic Survey in June 1991..
 RF0667
 RF0667.The geoid height was determined by GEOID03.
 RF0667
 RF0667.The dynamic height is computed by dividing the NAVD 88
 RF0667.geopotential number by the normal gravity value computed on the
 RF0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0667.degrees latitude (g = 980.6199 gals.).
 RF0667
 RF0667.The modeled gravity was interpolated from observed gravity values.
 RF0667
 RF0667;                    North         East    Units  Estimated Accuracy
 RF0667;SPC ME E     -   357,140.      231,190.      MT  (+/- 180 meters Scaled)
 RF0667
 RF0667                          SUPERSEDED SURVEY CONTROL
 RF0667
 RF0667.No superseded survey control is available for this station.
 RF0667
 RF0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM693915(NAD 83)
 RF0667_MARKER: DD = SURVEY DISK
 RF0667_SETTING: 66 = SET IN ROCK OUTCROP
 RF0667_SP_SET: ROCK OUTCROP
 RF0667_STAMPING: 29 JHS 1984
 RF0667_MARK LOGO: USGS  
 RF0667_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0667+STABILITY: POSITION/ELEVATION WELL
 RF0667
 RF0667  HISTORY     - Date     Condition        Report By
 RF0667  HISTORY     - 1984     MONUMENTED       USGS-M
 RF0667
 RF0667                          STATION DESCRIPTION
 RF0667
 RF0667'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1984
 RF0667'19.3 MI NNE FROM CLAYTON LAKE.
 RF0667'CLAYTON LAKE POST OFFICE, 0.8 MI (1.3 KM) NW. OF THENCE 18.6 MI
 RF0667'(29.9 KM) N. ALONG MAIN TRAVELED RD. TO JCT. WITH E.-W. RD. AND BM 17
 RF0667'JHS 1984 THENCE E. 6.1 MI (9.8 KM) TO JCT. OF RD. LEADING N. TO BLUE
 RF0667'POND THENCE 4.8 MI (7.7 KM) N. TO THE BM, ON THE RIGHT, ABOUT 2.5 MI
 RF0667'(4 KM) N. AND 3 MI (4.8 KM) W. OF SE. COR. OF T. 14, R. 13, WELS, 8
 RF0667'FT (2.4 M) N., 73 FT (22.2 M) E. AND 8 FT (2.4 M) HIGHER THAN RD. AT
 RF0667'ENTRANCE E., NEAR SMALL CREST IN RD., 3.6 FT (1.1 M) N. OF WITNESS
 RF0667'POST, SET IN BED ROCK, FLUSH WITH GROUND.
 RF0667'THE MARK IS 8 FT ABOVE AN ENTRANCE EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0629 ***********************************************************************
 RF0629  DESIGNATION -  29 JHS USGS
 RF0629  PID         -  RF0629
 RF0629  STATE/COUNTY-  ME/AROOSTOOK
 RF0629  USGS QUAD   -  MC KEEN LAKE (1986)
 RF0629
 RF0629                         *CURRENT SURVEY CONTROL
 RF0629  ___________________________________________________________________
 RF0629* NAD 83(1986)-  46 56 00.     (N)    069 00 58.     (W)     SCALED    
 RF0629* NAVD 88     -       259.929  (meters)     852.78   (feet)  ADJUSTED  
 RF0629  ___________________________________________________________________
 RF0629  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 RF0629  DYNAMIC HT  -         259.946 (meters)     852.84  (feet)  COMP
 RF0629  MODELED GRAV-     980,674.0   (mgal)                       NAVD 88
 RF0629
 RF0629  VERT ORDER  -  SECOND    CLASS II
 RF0629
 RF0629.The horizontal coordinates were scaled from a topographic map and have
 RF0629.an estimated accuracy of +/- 6 seconds.
 RF0629
 RF0629.The orthometric height was determined by differential leveling
 RF0629.and adjusted by the National Geodetic Survey in June 1991..
 RF0629
 RF0629.The geoid height was determined by GEOID03.
 RF0629
 RF0629.The dynamic height is computed by dividing the NAVD 88
 RF0629.geopotential number by the normal gravity value computed on the
 RF0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0629.degrees latitude (g = 980.6199 gals.).
 RF0629
 RF0629.The modeled gravity was interpolated from observed gravity values.
 RF0629
 RF0629;                    North         East    Units  Estimated Accuracy
 RF0629;SPC ME E     -   363,140.      260,700.      MT  (+/- 180 meters Scaled)
 RF0629
 RF0629                          SUPERSEDED SURVEY CONTROL
 RF0629
 RF0629.No superseded survey control is available for this station.
 RF0629
 RF0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM987977(NAD 83)
 RF0629_MARKER: DB = BENCH MARK DISK
 RF0629_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RF0629_SP_SET: COPPER-CLAD STEEL ROD
 RF0629_STAMPING: 29 JHS 1983
 RF0629_MARK LOGO: USGS  
 RF0629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0629
 RF0629  HISTORY     - Date     Condition        Report By
 RF0629  HISTORY     - 1983     MONUMENTED       USGS-M
 RF0629
 RF0629                          STATION DESCRIPTION
 RF0629
 RF0629'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1983
 RF0629'35.6 MI NW FROM PORTAGE.
 RF0629'30.2 MI (48.6 KM) WEST ALONG FISH RIVER LAKE ROAD FROM PORTAGE,
 RF0629'THENCE 5.4 MI (8.6 KM) NORTH ALONG MAIN TRAVELED ROAD, 16.6 MI
 RF0629'SOUTH-SOUTHWEST OF ST. FRANCIS, ABOUT 0.6 MI (1 KM) SOUTHEAST OF WOOD
 RF0629'BRIDGE OVER BIG BROOK, 0.5 MI (0.8 KM) NORTHWEST ALONG ROAD FROM
 RF0629'EAST-WEST TOWNSHIP LINE CROSSING ROAD, 0.4 MI (0.6 KM) NORTH AND 2.7
 RF0629'MI (4.3 KM) WEST OF SOUTHEAST CORNER, T. 15, R. 10 WELS., 42 FT (12.8
 RF0629'M) SOUTHEAST OF JUNCTION OF ROAD LEADING EAST TO BIG BROOK, 21 FT (6.4
 RF0629'M) NORTHEAST OF ROAD LEADING EAST, 1 FT (0.30 M) SOUTHEAST OF WITNESS
 RF0629'POST, 1.5 FT (0.5 M) HIGHER THAN THE ROAD, A STANDARD ROD SUPPORTED
 RF0629'USGS TABLET CENTERED IN A PLASTIC PIPE PROJECTING ABOUT 0.2 FT (0.06
 RF0629'M) AND STAMPED 29 JHS 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0129 ***********************************************************************
 PE0129  DESIGNATION -  292.6
 PE0129  PID         -  PE0129
 PE0129  STATE/COUNTY-  ME/HANCOCK
 PE0129  USGS QUAD   -  AMHERST (1988)
 PE0129
 PE0129                         *CURRENT SURVEY CONTROL
 PE0129  ___________________________________________________________________
 PE0129* NAD 83(1986)-  44 47 02.     (N)    068 19 30.     (W)     SCALED    
 PE0129* NAVD 88     -        89.04   (+/-2cm)     292.1    (feet)  VERTCON   
 PE0129  ___________________________________________________________________
 PE0129  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 PE0129
 PE0129  VERT ORDER  -  ? (See Below)
 PE0129
 PE0129.The horizontal coordinates were scaled from a topographic map and have
 PE0129.an estimated accuracy of +/- 6 seconds.
 PE0129
 PE0129.The NAVD 88 height was computed by applying the VERTCON shift value to
 PE0129.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PE0129.The vertical order pertains to the NGVD 29 superseded value.
 PE0129
 PE0129.The geoid height was determined by GEOID03.
 PE0129
 PE0129;                    North         East    Units  Estimated Accuracy
 PE0129;SPC ME E     -   124,140.      313,850.      MT  (+/- 180 meters Scaled)
 PE0129
 PE0129                          SUPERSEDED SURVEY CONTROL
 PE0129
 PE0129  NGVD 29 (??/??/92)   89.231  (m)          292.75   (f) ADJ UNCH    ?  
 PE0129
 PE0129.Superseded values are not recommended for survey control.
 PE0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0129.See file dsdata.txt to determine how the superseded data were derived.
 PE0129
 PE0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK534591(NAD 83)
 PE0129_MARKER: Q = CHISELED SQUARE
 PE0129_SETTING: 80 = SET IN A BOULDER
 PE0129_SP_SET: BOULDER
 PE0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0129+STABILITY: SURFACE MOTION
 PE0129
 PE0129  HISTORY     - Date     Condition        Report By
 PE0129  HISTORY     - UNK      MONUMENTED       USGS
 PE0129  HISTORY     - 1953     GOOD             NGS
 PE0129
 PE0129                          STATION DESCRIPTION
 PE0129
 PE0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 PE0129'4.9 MI S FROM AURORA.
 PE0129'4.9 MILES SOUTH ALONG STATE HIGHWAY 179 FROM THE JUNCTION OF
 PE0129'STATE HIGHWAY 9 AT AURORA, ABOUT 45 YARDS SOUTHWEST OF THE
 PE0129'TOP OF A GRADE, 24 FEET NORTHWEST OF CENTER LINE OF HIGHWAY,
 PE0129'174 FEET NORTHEAST OF CENTER OF JUNCTION OF A DRIVE TO SIDNEY
 PE0129'MACE RESIDENCE, 35 FEET EAST-NORTHEAST OF A 14-INCH PINE TREE,
 PE0129'A ROUGH OUTLINED SQUARE ON THE TOP OF THE HIGH POINT OF A 3 BY
 PE0129'4-FOOT BOULDER PROJECTING ABOUT 1 1/2 FEET AND ABOUT 3 FEET ABOVE
 PE0129'LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0118 ***********************************************************************
 PF0118  DESIGNATION -  293
 PF0118  PID         -  PF0118
 PF0118  STATE/COUNTY-  ME/ANDROSCOGGIN
 PF0118  USGS QUAD   -  LAKE AUBURN EAST (1979)
 PF0118
 PF0118                         *CURRENT SURVEY CONTROL
 PF0118  ___________________________________________________________________
 PF0118* NAD 83(1986)-  44 11 38.     (N)    070 07 58.     (W)     SCALED    
 PF0118* NAVD 88     -        88.961  (meters)     291.87   (feet)  ADJUSTED  
 PF0118  ___________________________________________________________________
 PF0118  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 PF0118  DYNAMIC HT  -          88.952 (meters)     291.84  (feet)  COMP
 PF0118  MODELED GRAV-     980,511.8   (mgal)                       NAVD 88
 PF0118
 PF0118  VERT ORDER  -  FIRST     CLASS I
 PF0118
 PF0118.The horizontal coordinates were scaled from a topographic map and have
 PF0118.an estimated accuracy of +/- 6 seconds.
 PF0118
 PF0118.The orthometric height was determined by differential leveling
 PF0118.and adjusted by the National Geodetic Survey in June 1991..
 PF0118
 PF0118.The geoid height was determined by GEOID03.
 PF0118
 PF0118.The dynamic height is computed by dividing the NAVD 88
 PF0118.geopotential number by the normal gravity value computed on the
 PF0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0118.degrees latitude (g = 980.6199 gals.).
 PF0118
 PF0118.The modeled gravity was interpolated from observed gravity values.
 PF0118
 PF0118;                    North         East    Units  Estimated Accuracy
 PF0118;SPC ME W     -   151,160.      902,710.      MT  (+/- 180 meters Scaled)
 PF0118
 PF0118                          SUPERSEDED SURVEY CONTROL
 PF0118
 PF0118  NGVD 29 (??/??/92)   89.142  (m)          292.46   (f) ADJ UNCH    1 1
 PF0118
 PF0118.Superseded values are not recommended for survey control.
 PF0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0118.See file dsdata.txt to determine how the superseded data were derived.
 PF0118
 PF0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ094940(NAD 83)
 PF0118_MARKER: DB = BENCH MARK DISK
 PF0118_SETTING: 66 = SET IN ROCK OUTCROP
 PF0118_SP_SET: ROCK OUTCROP
 PF0118_STAMPING: AUGUSTA MAINE 293 1905
 PF0118_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PF0118+STABILITY: POSITION/ELEVATION WELL
 PF0118
 PF0118  HISTORY     - Date     Condition        Report By
 PF0118  HISTORY     - 1905     MONUMENTED       USGS
 PF0118  HISTORY     - 1966     GOOD             NGS
 PF0118
 PF0118                          STATION DESCRIPTION
 PF0118
 PF0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PF0118'6.4 MI SW FROM MONMOUTH.
 PF0118'ABOUT 6.35 MILES SOUTHWEST ALONG THE MAINE CENTRAL RAILROAD
 PF0118'FROM THE CROSSING OF STATE HIGHWAY 132 AT MONMOUTH, ABOUT 6.0
 PF0118'MILES NORTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PF0118'UNDERPASS CROSSING OF MAIN STREET AT LEWISTON, 0.5 MILE NORTHEAST
 PF0118'OF THE SMALL VILLAGE OF GREENE, ABOUT 0.3 MILE SOUTHWEST OF
 PF0118'MILEPOST P 45/V209, IN THE TOP OF A 10-BY-15-FOOT ROCK OUTCROP
 PF0118'JUST NORTH OF A SMALL ROCK CUT, 21.5 FEET SOUTHEAST OF THE SOUTHEAST
 PF0118'RAIL OF THE MAIN TRACK, 115 FEET NORTHEAST OF THE NORTHEAST END
 PF0118'OF THE CUT, AND ABOUT LEVEL WITH THE TRACK.  NOTE-- THIS ELEVATION
 PF0118'IS SUBJECT TO SOME SMALL UNCERTAINTY, SINCE THE DISK IS SET AT
 PF0118'AN ANGLE OF ABOUT 40 DEGREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0190 ***********************************************************************
 QG0190  DESIGNATION -  293
 QG0190  PID         -  QG0190
 QG0190  STATE/COUNTY-  ME/PENOBSCOT
 QG0190  USGS QUAD   -  LINCOLN CENTER (1988)
 QG0190
 QG0190                         *CURRENT SURVEY CONTROL
 QG0190  ___________________________________________________________________
 QG0190* NAD 83(1986)-  45 22 36.     (N)    068 27 42.     (W)     SCALED    
 QG0190* NAVD 88     -        89.082  (meters)     292.26   (feet)  ADJUSTED  
 QG0190  ___________________________________________________________________
 QG0190  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 QG0190  DYNAMIC HT  -          89.081 (meters)     292.26  (feet)  COMP
 QG0190  MODELED GRAV-     980,605.9   (mgal)                       NAVD 88
 QG0190
 QG0190  VERT ORDER  -  SECOND    CLASS 0
 QG0190
 QG0190.The horizontal coordinates were scaled from a topographic map and have
 QG0190.an estimated accuracy of +/- 6 seconds.
 QG0190
 QG0190.The orthometric height was determined by differential leveling
 QG0190.and adjusted by the National Geodetic Survey in June 1991..
 QG0190
 QG0190.The geoid height was determined by GEOID03.
 QG0190
 QG0190.The dynamic height is computed by dividing the NAVD 88
 QG0190.geopotential number by the normal gravity value computed on the
 QG0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0190.degrees latitude (g = 980.6199 gals.).
 QG0190
 QG0190.The modeled gravity was interpolated from observed gravity values.
 QG0190
 QG0190;                    North         East    Units  Estimated Accuracy
 QG0190;SPC ME E     -   190,000.      303,000.      MT  (+/- 180 meters Scaled)
 QG0190
 QG0190                          SUPERSEDED SURVEY CONTROL
 QG0190
 QG0190  NGVD 29 (??/??/92)   89.273  (m)          292.89   (f) ADJ UNCH    2 0
 QG0190
 QG0190.Superseded values are not recommended for survey control.
 QG0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0190.See file dsdata.txt to determine how the superseded data were derived.
 QG0190
 QG0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL421249(NAD 83)
 QG0190_MARKER: DD = SURVEY DISK
 QG0190_SETTING: 80 = SET IN A BOULDER
 QG0190_SP_SET: BOULDER
 QG0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0190+STABILITY: SURFACE MOTION
 QG0190
 QG0190  HISTORY     - Date     Condition        Report By
 QG0190  HISTORY     - UNK      MONUMENTED       USGS
 QG0190  HISTORY     - 1935     GOOD             NGS
 QG0190  HISTORY     - 1942     GOOD             NGS
 QG0190  HISTORY     - 1987     GOOD             USPSQD
 QG0190
 QG0190                          STATION DESCRIPTION
 QG0190
 QG0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QG0190'2.3 MI E FROM LINCOLN.
 QG0190'2.3 MILES EAST ALONG STATE HIGHWAY 16 FROM THE JUNCTION OF
 QG0190'U.S. HIGHWAY 2 AT LINCOLN, PENOBSCOT COUNTY, AT THE JUNCTION OF A
 QG0190'ROAD LEADING TO LINCOLN CENTER, 46 FEET NORTH OF THE CENTER
 QG0190'LINE OF THE HIGHWAY, 27 FEET WEST OF THE CENTER LINE OF THE ROAD,
 QG0190'20 FEET NORTHWEST OF A PASTURE-FENCE CORNER, IN THE TOP OF A
 QG0190'FLAT-TOPPED BOULDER, AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY.
 QG0190'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK.
 QG0190
 QG0190                          STATION RECOVERY (1942)
 QG0190
 QG0190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 QG0190'RECOVERED IN GOOD CONDITION.
 QG0190
 QG0190                          STATION RECOVERY (1987)
 QG0190
 QG0190'RECOVERY NOTE BY US POWER SQUADRON 1987 (ELG)
 QG0190'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1142 ***********************************************************************
 OC1142  DESIGNATION -  295 A
 OC1142  PID         -  OC1142
 OC1142  STATE/COUNTY-  ME/CUMBERLAND
 OC1142  USGS QUAD   -  PORTLAND WEST (1978)
 OC1142
 OC1142                         *CURRENT SURVEY CONTROL
 OC1142  ___________________________________________________________________
 OC1142* NAD 83(1986)-  43 39 20.     (N)    070 16 49.     (W)     SCALED    
 OC1142* NAVD 88     -        18.923  (meters)      62.08   (feet)  ADJUSTED  
 OC1142  ___________________________________________________________________
 OC1142  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 OC1142  DYNAMIC HT  -          18.921 (meters)      62.08  (feet)  COMP
 OC1142  MODELED GRAV-     980,499.3   (mgal)                       NAVD 88
 OC1142
 OC1142  VERT ORDER  -  SECOND    CLASS I
 OC1142
 OC1142.The horizontal coordinates were scaled from a topographic map and have
 OC1142.an estimated accuracy of +/- 6 seconds.
 OC1142
 OC1142.The orthometric height was determined by differential leveling
 OC1142.and adjusted by the National Geodetic Survey in June 1991..
 OC1142
 OC1142.The geoid height was determined by GEOID03.
 OC1142
 OC1142.The dynamic height is computed by dividing the NAVD 88
 OC1142.geopotential number by the normal gravity value computed on the
 OC1142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1142.degrees latitude (g = 980.6199 gals.).
 OC1142
 OC1142.The modeled gravity was interpolated from observed gravity values.
 OC1142
 OC1142;                    North         East    Units  Estimated Accuracy
 OC1142;SPC ME W     -    91,350.      890,840.      MT  (+/- 180 meters Scaled)
 OC1142
 OC1142                          SUPERSEDED SURVEY CONTROL
 OC1142
 OC1142  NGVD 29 (??/??/92)   19.139  (m)           62.79   (f) ADJ UNCH    2 1
 OC1142
 OC1142.Superseded values are not recommended for survey control.
 OC1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1142.See file dsdata.txt to determine how the superseded data were derived.
 OC1142
 OC1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ967344(NAD 83)
 OC1142_MARKER: DD = SURVEY DISK
 OC1142_SETTING: 0 = UNSPECIFIED SETTING
 OC1142_STAMPING: 295-A 4-30-73
 OC1142_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC1142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OC1142+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2006
 OC1142
 OC1142  HISTORY     - Date     Condition        Report By
 OC1142  HISTORY     - 1973     MONUMENTED       MEDT
 OC1142  HISTORY     - 1974     GOOD             MEDT
 OC1142  HISTORY     - 19920730 GOOD             USPSQD
 OC1142  HISTORY     - 20060813 GOOD             USPSQD
 OC1142
 OC1142                          STATION DESCRIPTION
 OC1142
 OC1142'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 OC1142'IN PORTLAND.
 OC1142'ABOUT 2.0 MILES SOUTHWEST ALONG I-295 FROM TUKEY BRIDGE AT THE I-295
 OC1142'BRIDGE OVER THE MAIN CENTRAL RAILROAD TRACKS AND ALSO AT THE I-295
 OC1142'ON-RAMP NORTHBOUND FROM PARK AVENUE IN PORTLAND.  A DISK SET FLUSH IN
 OC1142'THE CONCRETE ISLAND BETWEEN I-295 NORTHBOUND AND THE ON-RAMP
 OC1142'NORTHBOUND, 25.5 FEET SOUTHEAST OF THE CENTERLINE OF I-295 NORTHBOUND
 OC1142'AND 12.0 FEET NORTHWEST OF THE CENTERLINE OF THE RAMP, AND ABOUT 41.5
 OC1142'FEET SOUTHWEST OF THE NOSE END OF THE PAVED ISLAND.
 OC1142
 OC1142                          STATION RECOVERY (1992)
 OC1142
 OC1142'RECOVERY NOTE BY US POWER SQUADRON 1992 (AMW)
 OC1142'RECOVERED IN GOOD CONDITION.
 OC1142
 OC1142                          STATION RECOVERY (2006)
 OC1142
 OC1142'RECOVERY NOTE BY US POWER SQUADRON 2006 (AMW)
 OC1142'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0139 ***********************************************************************
 PF0139  DESIGNATION -  297
 PF0139  PID         -  PF0139
 PF0139  STATE/COUNTY-  ME/ANDROSCOGGIN
 PF0139  USGS QUAD   -  LIVERMORE FALLS (1967)
 PF0139
 PF0139                         *CURRENT SURVEY CONTROL
 PF0139  ___________________________________________________________________
 PF0139* NAD 83(1986)-  44 23 45.     (N)    070 09 04.     (W)     SCALED    
 PF0139* NAVD 88     -        90.352  (meters)     296.43   (feet)  ADJUSTED  
 PF0139  ___________________________________________________________________
 PF0139  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 PF0139  DYNAMIC HT  -          90.343 (meters)     296.40  (feet)  COMP
 PF0139  MODELED GRAV-     980,518.7   (mgal)                       NAVD 88
 PF0139
 PF0139  VERT ORDER  -  SECOND    CLASS 0
 PF0139
 PF0139.The horizontal coordinates were scaled from a topographic map and have
 PF0139.an estimated accuracy of +/- 6 seconds.
 PF0139
 PF0139.The orthometric height was determined by differential leveling
 PF0139.and adjusted by the National Geodetic Survey in June 1991..
 PF0139
 PF0139.The geoid height was determined by GEOID03.
 PF0139
 PF0139.The dynamic height is computed by dividing the NAVD 88
 PF0139.geopotential number by the normal gravity value computed on the
 PF0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0139.degrees latitude (g = 980.6199 gals.).
 PF0139
 PF0139.The modeled gravity was interpolated from observed gravity values.
 PF0139
 PF0139;                    North         East    Units  Estimated Accuracy
 PF0139;SPC ME W     -   173,600.      901,240.      MT  (+/- 180 meters Scaled)
 PF0139
 PF0139                          SUPERSEDED SURVEY CONTROL
 PF0139
 PF0139  NGVD 29 (??/??/92)   90.472  (m)          296.82   (f) ADJ UNCH    2 0
 PF0139
 PF0139.Superseded values are not recommended for survey control.
 PF0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0139.See file dsdata.txt to determine how the superseded data were derived.
 PF0139
 PF0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK083164(NAD 83)
 PF0139_MARKER: DD = SURVEY DISK
 PF0139_SETTING: 80 = SET IN A BOULDER
 PF0139_SP_SET: BOULDER
 PF0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0139+STABILITY: SURFACE MOTION
 PF0139
 PF0139  HISTORY     - Date     Condition        Report By
 PF0139  HISTORY     - UNK      MONUMENTED       USGS
 PF0139  HISTORY     - 1935     GOOD             NGS
 PF0139
 PF0139                          STATION DESCRIPTION
 PF0139
 PF0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PF0139'1.8 MI N FROM STRICKLAND.
 PF0139'1.7 MILES NORTH ALONG THE MAINE CENTRAL RAILROAD FROM THE STATION
 PF0139'AT STRICKLAND, ANDROSCOGGIN COUNTY, 0.2 MILE WEST OF A ROAD
 PF0139'CROSSING, 120 YARDS SOUTH OF A HIGHWAY BRIDGE OVER A CREEK, 150
 PF0139'FEET NORTH OF THE A.E. HUNTON RESIDENCE, 76 FEET EAST OF THE
 PF0139'CENTERLINE OF A GRADED ROAD, AND IN THE TOP OF A LARGE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB2665 ***********************************************************************
 AB2665  SACS        -  This is a Secondary Airport Control Station.
 AB2665  DESIGNATION -  2B7 A
 AB2665  PID         -  AB2665
 AB2665  STATE/COUNTY-  ME/SOMERSET
 AB2665  USGS QUAD   -  PITTSFIELD (1982)
 AB2665
 AB2665                         *CURRENT SURVEY CONTROL
 AB2665  ___________________________________________________________________
 AB2665* NAD 83(1996)-  44 46 19.76262(N)    069 22 59.82539(W)     ADJUSTED  
 AB2665* NAVD 88     -        62.32   (meters)     204.5    (feet)  GPS OBS   
 AB2665  ___________________________________________________________________
 AB2665  X           -   1,597,011.174 (meters)                     COMP
 AB2665  Y           -  -4,245,018.708 (meters)                     COMP
 AB2665  Z           -   4,469,434.768 (meters)                     COMP
 AB2665  LAPLACE CORR-           3.36  (seconds)                    DEFLEC99
 AB2665  ELLIP HEIGHT-          36.88  (meters)          (01/07/02) GPS OBS
 AB2665  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 AB2665
 AB2665  HORZ ORDER  -  FIRST
 AB2665  ELLP ORDER  -  FIFTH     CLASS I
 AB2665
 AB2665.This mark is at Pittsfield Airport (2B7)
 AB2665
 AB2665.The horizontal coordinates were established by GPS observations
 AB2665.and adjusted by the National Geodetic Survey in July 1997..
 AB2665
 AB2665.The orthometric height was determined by GPS observations and a
 AB2665.high-resolution geoid model.
 AB2665
 AB2665.GPS derived orthometric heights for airport stations designated as
 AB2665.PACS or SACS are published to 2 decimal places.  This maintains
 AB2665.centimeter relative accuracy between the PACS and SACS.  It does
 AB2665.not indicate centimeter accuracy relative to other marks which are
 AB2665.part of the NAVD 88 network.
 AB2665
 AB2665.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2665
 AB2665.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2665
 AB2665.The ellipsoidal height was determined by GPS observations
 AB2665.and is referenced to NAD 83.
 AB2665
 AB2665.The geoid height was determined by GEOID03.
 AB2665
 AB2665;                    North         East     Units Scale Factor Converg.
 AB2665;SPC ME W     -   215,710.897   962,009.438   MT  1.00001393   +0 33 06.3
 AB2665;UTM  19      - 4,957,711.803   469,671.806   MT  0.99961131   -0 16 11.8
 AB2665
 AB2665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2665!SPC ME W     -   0.99999422  x   1.00001393  =   1.00000815
 AB2665!UTM  19      -   0.99999422  x   0.99961131  =   0.99960553
 AB2665
 AB2665                          SUPERSEDED SURVEY CONTROL
 AB2665
 AB2665  ELLIP H (07/24/97)   36.85   (m)                       GP(       ) 1 1
 AB2665  NAD 83(1992)-  44 46 19.76253(N)    069 22 59.82485(W) AD(1995.00) 1
 AB2665  ELLIP H (04/19/96)   36.85   (m)                       GP(1995.00) 3 1
 AB2665
 AB2665.Superseded values are not recommended for survey control.
 AB2665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2665.See file dsdata.txt to determine how the superseded data were derived.
 AB2665
 AB2665_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK6967257712(NAD 83)
 AB2665_MARKER: DD = SURVEY DISK
 AB2665_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB2665_STAMPING: 2B7 A 1995
 AB2665_MARK LOGO: NGS   
 AB2665_PROJECTION: FLUSH
 AB2665_MAGNETIC: P = MARKER IS A STEEL PIPE
 AB2665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2665+STABILITY: SURFACE MOTION
 AB2665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2665+SATELLITE: SATELLITE OBSERVATIONS - July 02, 1996
 AB2665_ROD/PIPE-DEPTH: 1.0  meters
 AB2665
 AB2665  HISTORY     - Date     Condition        Report By
 AB2665  HISTORY     - 1995     MONUMENTED       CHANCE
 AB2665  HISTORY     - 19960702 GOOD             NGS
 AB2665
 AB2665                          STATION DESCRIPTION
 AB2665
 AB2665'DESCRIBED BY JE CHANCE AND ASSOCIATES 1995 (MY)
 AB2665'THE STATION IS LOCATED ABOUT 1.8 KM (1.10 MI) SOUTH-SOUTHEAST OF THE
 AB2665'TOWN OF PITTSFIELD, AT THE PITTSFIELD MUNICIPAL AIRPORT.
 AB2665'OWNERSHIP--TOWN OF PITTSFIELD, RON CURTIS - AIRPORT MANAGER, PHONE
 AB2665'207-487-5213  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 AB2665'11, 100, AND 152 IN PITTSFIELD, GO SOUTH FOR 0.2 KM (0.10 MI) ON STATE
 AB2665'HIGHWAYS 11 AND 100 TO A RAILROAD CROSSING.  CONTINUE SOUTH FOR 0.5 KM
 AB2665'(0.30 MI) TO A PAVED STREET LEFT.  TURN LEFT AND GO EASTERLY FOR 0.6
 AB2665'KM (0.35 MI) ON PELTOMA AVENUE TO A PAVED ROAD RIGHT.  TURN RIGHT AND
 AB2665'GO SOUTHEAST FOR 0.3 KM (0.20 MI) ON HARRISON AVENUE TO THE AIRPORT
 AB2665'ENTRANCE.  PROCEED SOUTH AND WEST ACROSS APRON AND CLOSED RUNWAY 10-28
 AB2665'FOR 0.8 KM (0.50 MI) TO THE STATION ON THE RIGHT NEAR A FENCE CORNER
 AB2665'THE STATION IS THE CENTER OF A 5 CM SURVEY DISK SET INTO THE TOP OF A
 AB2665'1 M (3.3 FT) LONG FENO PIPE, RECESSED 15 CM BELOW GROUND LEVEL AND
 AB2665'ENCASED IN A 12.7 CM DIA PVC PIPE WITH A LOGO CAP SURROUNDED BY
 AB2665'CONCRETE.  THE LOGO CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
 AB2665'THREE CIRCULAR ANCHOR PRONGS EXTEND FROM THE BOTTOM OF THE PIPE.  THE
 AB2665'STATION IS LOCATED 16.92 M (55.51 FT) SOUTH-SOUTHEAST FROM A FENCE
 AB2665'CORNER, 26.66 M (87.47 FT) WEST OF A SMALL BOULDER, 28.28 M (92.78 FT)
 AB2665'EAST-SOUTHEAST OF THE 1ST GALVANIZED STEEL FENCE POST WEST OF THE
 AB2665'FENCE CORNER, 59.50 M (195.21 FT) NORTH OF THE CENTERLINE OF CLOSED
 AB2665'RUNWAY 10-28, AND 1.04 M (3.41 FT) SOUTH-SOUTHEAST OF A CARSONITE
 AB2665'WITNESS POST  THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT
 AB2665'CONTROL STATION (SACS) - MAINE ANA SURVEYS 1995
 AB2665
 AB2665                          STATION RECOVERY (1996)
 AB2665
 AB2665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AB2665'THE STATION IS LOCATED ABOUT 1.8 KM (1.10 MI) SOUTH-SOUTHEAST OF THE
 AB2665'TOWN OF PITTSFIELD, AT THE PITTSFIELD MUNICIPAL AIRPORT.
 AB2665'OWNERSHIP--TOWN OF PITTSFIELD, RON CURTIS - AIRPORT MANAGER, PHONE
 AB2665'207-487-5213.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 AB2665'HIGHWAYS 11, 100, AND 152 IN PITTSFIELD, GO SOUTH FOR 0.2 KM (0.10 MI)
 AB2665'ON STATE HIGHWAYS 11 AND 100 TO A RAILROAD CROSSING, CONTINUE AHEAD
 AB2665'AND GO SOUTH FOR 0.5 KM (0.30 MI) TO A PAVED STREET LEFT, TURN LEFT
 AB2665'AND GO EASTERLY FOR 0.6 KM (0.35 MI) ON PELTOMA AVENUE TO A PAVED ROAD
 AB2665'RIGHT, TURN RIGHT AND GO SOUTHEAST FOR 0.3 KM (0.20 MI) ON HARRISON
 AB2665'AVENUE TO THE AIRPORT ENTRANCE, PASS THROUGH GATE, BEAR RIGHT AND GO
 AB2665'SOUTHWESTERLY ON THE APRON THEN ON A CONNECTOR TAXIWAY FOR TO A OLD
 AB2665'RUNWAY, TURN RIGHT AND GO WEST ON THE CLOSED RUNWAY (10/28) FOR 0.4 KM
 AB2665'(0.25 MI) TO THE STATION ON THE RIGHT AND IN LINE WITH A NORTH-SOUTH
 AB2665'FENCE LINE.  THE STATION IS THE CENTER OF A 5 CM SURVEY DISK SET INTO
 AB2665'THE TOP OF A 1 M (3.3 FT) LONG FENO PIPE, RECESSED 15 CM BELOW GROUND
 AB2665'LEVEL AND ENCASED IN A 5 INCH IN DIA PVC PIPE WITH A LOGO CAP
 AB2665'SURROUNDED BY CONCRETE, THE LOGO CAP AND CONCRETE ARE SET FLUSH WITH
 AB2665'THE GROUND, THREE CIRCULAR ANCHOR PRONGS EXTEND FROM THE BOTTOM OF THE
 AB2665'PIPE.  THE STATION IS LOCATED 16.92 M (55.51 FT) SOUTH-SOUTHEAST FROM
 AB2665'A FENCE CORNER, 26.66 M (87.47 FT) WEST OF A SMALL BOULDER, 28.28 M
 AB2665'(92.78 FT) EAST-SOUTHEAST OF THE 1ST GALVANIZED STEEL FENCE POST WEST
 AB2665'OF THE FENCE CORNER, 59.50 M (195.21 FT) NORTH OF THE CENTERLINE OF
 AB2665'CLOSED RUNWAY 10-28, AND 1.04 M (3.41 FT) SOUTH-SOUTHEAST OF A WITNESS
 AB2665'POST.  THIS STATION IS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0641 ***********************************************************************
 RF0641  DESIGNATION -  3 JHS
 RF0641  PID         -  RF0641
 RF0641  STATE/COUNTY-  ME/AROOSTOOK
 RF0641  USGS QUAD   -  UGH LAKE (1986)
 RF0641
 RF0641                         *CURRENT SURVEY CONTROL
 RF0641  ___________________________________________________________________
 RF0641* NAD 83(1986)-  46 39 04.     (N)    069 31 43.     (W)     SCALED    
 RF0641* NAVD 88     -       363.349  (meters)    1192.09   (feet)  ADJUSTED  
 RF0641  ___________________________________________________________________
 RF0641  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 RF0641  DYNAMIC HT  -         363.364 (meters)    1192.14  (feet)  COMP
 RF0641  MODELED GRAV-     980,645.5   (mgal)                       NAVD 88
 RF0641
 RF0641  VERT ORDER  -  SECOND    CLASS II
 RF0641
 RF0641.The horizontal coordinates were scaled from a topographic map and have
 RF0641.an estimated accuracy of +/- 6 seconds.
 RF0641
 RF0641.The orthometric height was determined by differential leveling
 RF0641.and adjusted by the National Geodetic Survey in June 1991..
 RF0641
 RF0641.The geoid height was determined by GEOID03.
 RF0641
 RF0641.The dynamic height is computed by dividing the NAVD 88
 RF0641.geopotential number by the normal gravity value computed on the
 RF0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0641.degrees latitude (g = 980.6199 gals.).
 RF0641
 RF0641.The modeled gravity was interpolated from observed gravity values.
 RF0641
 RF0641;                    North         East    Units  Estimated Accuracy
 RF0641;SPC ME E     -   332,160.      221,270.      MT  (+/- 180 meters Scaled)
 RF0641
 RF0641                          SUPERSEDED SURVEY CONTROL
 RF0641
 RF0641.No superseded survey control is available for this station.
 RF0641
 RF0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM595665(NAD 83)
 RF0641_MARKER: DD = SURVEY DISK
 RF0641_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RF0641+WITH SETTING: INFORMATION.
 RF0641_SP_SET: SHALLOW-SET METAL ROD
 RF0641_STAMPING: 3 JHS 1984
 RF0641_MARK LOGO: USGS  
 RF0641_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RF0641
 RF0641  HISTORY     - Date     Condition        Report By
 RF0641  HISTORY     - 1984     MONUMENTED       USGS-M
 RF0641
 RF0641                          STATION DESCRIPTION
 RF0641
 RF0641'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1984
 RF0641'2.8 MI NORTH FROM CLAYTON LAKE.
 RF0641'CLAYTON LAKE POST OFFICE, 3 MI (4.8 KM) N. OF ALONG RD., ABOUT 1
 RF0641'MI (1.6 KM) S. AND 3 MI (4.8 KM) W. OF NE. COR. T. 11, R. 14, WELS,
 RF0641'ABOUT 0.25 MI (0.40 KM) S. OF RD. CROSSING GILBERT BROOK, 30 FT
 RF0641'(9.1 M) N., 40 FT (12.2 M) W. AND ABOUT LEVEL WITH RD. AT S. EDGE OF
 RF0641'CLEARING E., A STANDARD ROD SUPPORTED TABLET CENTERED IN PLASTIC PIPE
 RF0641'AT GROUND LEVEL.
 RF0641'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0601 ***********************************************************************
 RF0601  DESIGNATION -  3 JHS USGS
 RF0601  PID         -  RF0601
 RF0601  STATE/COUNTY-  ME/AROOSTOOK
 RF0601  USGS QUAD   -  BIG MACHIAS LAKE (1985)
 RF0601
 RF0601                         *CURRENT SURVEY CONTROL
 RF0601  ___________________________________________________________________
 RF0601* NAD 83(1986)-  46 42 27.     (N)    068 51 06.     (W)     SCALED    
 RF0601* NAVD 88     -       302.902  (meters)     993.77   (feet)  ADJUSTED  
 RF0601  ___________________________________________________________________
 RF0601  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 RF0601  DYNAMIC HT  -         302.926 (meters)     993.85  (feet)  COMP
 RF0601  MODELED GRAV-     980,685.7   (mgal)                       NAVD 88
 RF0601
 RF0601  VERT ORDER  -  SECOND    CLASS II
 RF0601
 RF0601.The horizontal coordinates were scaled from a topographic map and have
 RF0601.an estimated accuracy of +/- 6 seconds.
 RF0601
 RF0601.The orthometric height was determined by differential leveling
 RF0601.and adjusted by the National Geodetic Survey in June 1991..
 RF0601
 RF0601.The geoid height was determined by GEOID03.
 RF0601
 RF0601.The dynamic height is computed by dividing the NAVD 88
 RF0601.geopotential number by the normal gravity value computed on the
 RF0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0601.degrees latitude (g = 980.6199 gals.).
 RF0601
 RF0601.The modeled gravity was interpolated from observed gravity values.
 RF0601
 RF0601;                    North         East    Units  Estimated Accuracy
 RF0601;SPC ME E     -   337,970.      273,110.      MT  (+/- 180 meters Scaled)
 RF0601
 RF0601                          SUPERSEDED SURVEY CONTROL
 RF0601
 RF0601.No superseded survey control is available for this station.
 RF0601
 RF0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM113726(NAD 83)
 RF0601_MARKER: DB = BENCH MARK DISK
 RF0601_SETTING: 66 = SET IN ROCK OUTCROP
 RF0601_SP_SET: WEST FACE OF VERTICLE OUTCROP
 RF0601_STAMPING: 3 JHS 1983
 RF0601_MARK LOGO: USGS  
 RF0601_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0601+STABILITY: POSITION/ELEVATION WELL
 RF0601
 RF0601  HISTORY     - Date     Condition        Report By
 RF0601  HISTORY     - 1983     MONUMENTED       USGS-M
 RF0601
 RF0601                          STATION DESCRIPTION
 RF0601
 RF0601'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1983
 RF0601'24.6 MI WEST FROM ASHLAND.
 RF0601'22.3 MI (35.9 KM) WEST ALONG AMERICAN REALTY ROAD FROM ASHLAND, THENCE
 RF0601'2.3 MI (3.7 KM) NORTHWEST ALONG ROAD FROM ITS JUNCTION WITH AMERICAN
 RF0601'REALTY ROAD NEAR NORTHWEST CORNER OF BIG MACHIAS LAKE, 3 MI (4.8 KM)
 RF0601'NORTH AND 1.2 MI (2 KM) WEST OF SOUTHEAST CORNER OF T. 12, R. 9 WELS.,
 RF0601'32 FT (9.8 M) SOUTH OF ROAD, AT SLIGHT CURVE FROM NORTHWEST TO WEST,
 RF0601'SET VERTICALLY IN THE NORTHWEST FACE OF 30 FT (9.1 M) HIGH ROCK
 RF0601'OUTCROP, 5.8 FT (1.8 M) ABOVE THE ROAD, A USGS TABLET STAMPED 3 JHS
 RF0601'1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0186 ***********************************************************************
 OC0186  TIDAL BM    -  This is a Tidal Bench Mark.
 OC0186  DESIGNATION -  3 USE
 OC0186  PID         -  OC0186
 OC0186  STATE/COUNTY-  ME/CUMBERLAND
 OC0186  USGS QUAD   -  PORTLAND EAST (1975)
 OC0186
 OC0186                         *CURRENT SURVEY CONTROL
 OC0186  ___________________________________________________________________
 OC0186* NAD 83(1986)-  43 41 22.     (N)    070 10 06.     (W)     SCALED    
 OC0186* LOCAL TIDAL -         1.719  (meters)       5.64   (feet)  ADJ UNCH  
 OC0186  ___________________________________________________________________
 OC0186  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 OC0186
 OC0186  VERT ORDER  -  SECOND    CLASS 0
 OC0186
 OC0186.The horizontal coordinates were scaled from a topographic map and have
 OC0186.an estimated accuracy of +/- 6 seconds.
 OC0186
 OC0186.The orthometric height was key entered from printed documents
 OC0186.and not key verified.
 OC0186
 OC0186.This Tidal Bench Mark is designated as VM 1904
 OC0186.by the Center for Operational Oceanographic Products and Services.
 OC0186
 OC0186.The geoid height was determined by GEOID03.
 OC0186
 OC0186;                    North         East    Units  Estimated Accuracy
 OC0186;SPC ME W     -    95,110.      899,870.      MT  (+/- 180 meters Scaled)
 OC0186
 OC0186                          SUPERSEDED SURVEY CONTROL
 OC0186
 OC0186.No superseded survey control is available for this station.
 OC0186
 OC0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ058380(NAD 83)
 OC0186_MARKER: DJ = TIDAL STATION DISK
 OC0186_SETTING: 66 = SET IN ROCK OUTCROP
 OC0186_SP_SET: BEDCROP OUTCROP
 OC0186_STAMPING: LONG ISLAND BM 3 10-22
 OC0186_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC0186+STABILITY: POSITION/ELEVATION WELL
 OC0186
 OC0186  HISTORY     - Date     Condition        Report By
 OC0186  HISTORY     - UNK      MONUMENTED       DOD
 OC0186  HISTORY     - 1943     GOOD             NGS
 OC0186  HISTORY     - 1948     GOOD             NGS
 OC0186
 OC0186                          STATION DESCRIPTION
 OC0186
 OC0186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 OC0186'AT LONG ISLAND.
 OC0186'AT LONG ISLAND, CUMBERLAND COUNTY, 400 FEET NORTH OF THE POST
 OC0186'OFFICE, 133 FEET SOUTHEAST OF THE EAST CORNER OF THE DOCK HOUSE
 OC0186'ON THE WHARF AT PONCE LANDING, 206 FEET NORTH OF THE NORTHEAST
 OC0186'CORNER OF THE CUSHING BAKERY, 12.6 FEET NOORTHWEST OF THE
 OC0186'SHORELINE, 6.6 FEET SOUTHWEST OF THE SOUTH CORNER OF THE PIER, IN
 OC0186'AN OUTCROP OF BEDROCK, AND COVERED WITH 4 INCHES OF WATER AT
 OC0186'HIGH TIDE.
 OC0186
 OC0186                          STATION RECOVERY (1948)
 OC0186
 OC0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 OC0186'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0018 ***********************************************************************
 OC0018  DESIGNATION -  30 C OF P
 OC0018  PID         -  OC0018
 OC0018  STATE/COUNTY-  ME/CUMBERLAND
 OC0018  USGS QUAD   -  PORTLAND WEST (1978)
 OC0018
 OC0018                         *CURRENT SURVEY CONTROL
 OC0018  ___________________________________________________________________
 OC0018* NAD 83(1986)-  43 39 53.     (N)    070 16 29.     (W)     SCALED    
 OC0018* NAVD 88     -         8.413  (meters)      27.60   (feet)  ADJUSTED  
 OC0018  ___________________________________________________________________
 OC0018  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 OC0018  DYNAMIC HT  -           8.412 (meters)      27.60  (feet)  COMP
 OC0018  MODELED GRAV-     980,499.1   (mgal)                       NAVD 88
 OC0018
 OC0018  VERT ORDER  -  FIRST     CLASS I
 OC0018
 OC0018.The horizontal coordinates were scaled from a topographic map and have
 OC0018.an estimated accuracy of +/- 6 seconds.
 OC0018
 OC0018.The orthometric height was determined by differential leveling
 OC0018.and adjusted by the National Geodetic Survey in June 1991..
 OC0018
 OC0018.The geoid height was determined by GEOID03.
 OC0018
 OC0018.The dynamic height is computed by dividing the NAVD 88
 OC0018.geopotential number by the normal gravity value computed on the
 OC0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0018.degrees latitude (g = 980.6199 gals.).
 OC0018
 OC0018.The modeled gravity was interpolated from observed gravity values.
 OC0018
 OC0018;                    North         East    Units  Estimated Accuracy
 OC0018;SPC ME W     -    92,370.      891,290.      MT  (+/- 180 meters Scaled)
 OC0018
 OC0018                          SUPERSEDED SURVEY CONTROL
 OC0018
 OC0018  NGVD 29 (??/??/92)    8.627  (m)           28.30   (f) ADJ UNCH    1 1
 OC0018
 OC0018.Superseded values are not recommended for survey control.
 OC0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0018.See file dsdata.txt to determine how the superseded data were derived.
 OC0018
 OC0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ972354(NAD 83)
 OC0018_MARKER: B = BOLT
 OC0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC0018_SP_SET: GRANITE POST
 OC0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC0018+STABILITY: SURFACE MOTION
 OC0018
 OC0018  HISTORY     - Date     Condition        Report By
 OC0018  HISTORY     - UNK      MONUMENTED       ME6400
 OC0018  HISTORY     - 1966     GOOD             NGS
 OC0018  HISTORY     - 1990     GOOD             USPSQD
 OC0018  HISTORY     - 20060410 MARK NOT FOUND   USPSQD
 OC0018
 OC0018                          STATION DESCRIPTION
 OC0018
 OC0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 OC0018'AT PORTLAND.
 OC0018'AT PORTLAND, ABOUT 0.6 MILE NORTHWEST ALONG FOREST AVENUE FROM
 OC0018'THE POST OFFICE, NEAR THE INTERSECTION OF FOREST AVENUE AND
 OC0018'FALMOUTH STREET, 9.0 FEET SOUTHWEST OF THE SOUTHWEST CURB OF
 OC0018'THE AVENUE, 8.5 FEET NORTHWEST OF THE NORTHWEST CURB OF THE
 OC0018'STREET, ABOUT LEVEL WITH THE SIDEWALK AND SET IN THE TOP OF A
 OC0018'GRANITE POST FLUSH.
 OC0018
 OC0018                          STATION RECOVERY (1990)
 OC0018
 OC0018'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMW)
 OC0018'RECOVERED IN GOOD CONDITION.
 OC0018
 OC0018                          STATION RECOVERY (2006)
 OC0018
 OC0018'RECOVERY NOTE BY US POWER SQUADRON 2006 (AMW)
 OC0018'THE AREA HAS BEEN PAVED OVER. METAL DETECTOR DID NOT LOCATE IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0668 ***********************************************************************
 RF0668  DESIGNATION -  30 JHS
 RF0668  PID         -  RF0668
 RF0668  STATE/COUNTY-  ME/AROOSTOOK
 RF0668  USGS QUAD   -  BIG BLACK RAPIDS (1986)
 RF0668
 RF0668                         *CURRENT SURVEY CONTROL
 RF0668  ___________________________________________________________________
 RF0668* NAD 83(1986)-  46 53 29.     (N)    069 24 06.     (W)     SCALED    
 RF0668* NAVD 88     -       378.101  (meters)    1240.49   (feet)  ADJUSTED  
 RF0668  ___________________________________________________________________
 RF0668  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 RF0668  DYNAMIC HT  -         378.132 (meters)    1240.59  (feet)  COMP
 RF0668  MODELED GRAV-     980,685.2   (mgal)                       NAVD 88
 RF0668
 RF0668  VERT ORDER  -  SECOND    CLASS II
 RF0668
 RF0668.The horizontal coordinates were scaled from a topographic map and have
 RF0668.an estimated accuracy of +/- 6 seconds.
 RF0668
 RF0668.The orthometric height was determined by differential leveling
 RF0668.and adjusted by the National Geodetic Survey in June 1991..
 RF0668
 RF0668.The geoid height was determined by GEOID03.
 RF0668
 RF0668.The dynamic height is computed by dividing the NAVD 88
 RF0668.geopotential number by the normal gravity value computed on the
 RF0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0668.degrees latitude (g = 980.6199 gals.).
 RF0668
 RF0668.The modeled gravity was interpolated from observed gravity values.
 RF0668
 RF0668;                    North         East    Units  Estimated Accuracy
 RF0668;SPC ME E     -   358,750.      231,290.      MT  (+/- 180 meters Scaled)
 RF0668
 RF0668                          SUPERSEDED SURVEY CONTROL
 RF0668
 RF0668.No superseded survey control is available for this station.
 RF0668
 RF0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM694931(NAD 83)
 RF0668_MARKER: DD = SURVEY DISK
 RF0668_SETTING: 66 = SET IN ROCK OUTCROP
 RF0668_SP_SET: ROCK OUTCROP
 RF0668_STAMPING: 30 JHS 1984
 RF0668_MARK LOGO: USGS  
 RF0668_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0668+STABILITY: POSITION/ELEVATION WELL
 RF0668
 RF0668  HISTORY     - Date     Condition        Report By
 RF0668  HISTORY     - 1984     MONUMENTED       USGS-M
 RF0668
 RF0668                          STATION DESCRIPTION
 RF0668
 RF0668'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1984
 RF0668'20.3 MI NNE FROM CLAYTON LAKE.
 RF0668'CLAYTON LAKE POST OFFICE, 0.8 MI (1.3 KM) NW. OF THENCE 18.6 MI
 RF0668'(29.9 KM) N. ALONG MAIN TRAVELED RD. TO JCT. WITH E.-W. RD. AND BM 17
 RF0668'JHS 1984 THENCE 6.1 MI (9.8 KM) E. TO JCT. OF RD. LEADING N. TO BLUE
 RF0668'POND THENCE 5.9 MI (9.5 KM) N. TO THE BM, ON THE RIGHT, ABOUT 2.8 MI
 RF0668'(4.5 KM) S. AND 3 MI (4.8 KM) W. OF NE. COR. OF T. 14, R. 13, WELS, 10
 RF0668'FT (3 M) N., 43 FT (13.1 M) E. AND 4.7 FT (1.4 M) HIGHER THAN RD. AT
 RF0668'ENTRANCE E., 5 FT (1.5 M) SW. OF WITNESS POST, SET IN BED ROCK,
 RF0668'FLUSH WITH GROUND.
 RF0668'THE MARK IS 4.7 FT ABOVE AN ENTRANCE EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0630 ***********************************************************************
 RF0630  DESIGNATION -  30 JHS USGS
 RF0630  PID         -  RF0630
 RF0630  STATE/COUNTY-  ME/AROOSTOOK
 RF0630  USGS QUAD   -  MC KEEN LAKE (1986)
 RF0630
 RF0630                         *CURRENT SURVEY CONTROL
 RF0630  ___________________________________________________________________
 RF0630* NAD 83(1986)-  46 56 27.     (N)    069 01 11.     (W)     SCALED    
 RF0630* NAVD 88     -       236.172  (meters)     774.84   (feet)  ADJUSTED  
 RF0630  ___________________________________________________________________
 RF0630  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 RF0630  DYNAMIC HT  -         236.188 (meters)     774.89  (feet)  COMP
 RF0630  MODELED GRAV-     980,675.3   (mgal)                       NAVD 88
 RF0630
 RF0630  VERT ORDER  -  SECOND    CLASS II
 RF0630
 RF0630.The horizontal coordinates were scaled from a topographic map and have
 RF0630.an estimated accuracy of +/- 6 seconds.
 RF0630
 RF0630.The orthometric height was determined by differential leveling
 RF0630.and adjusted by the National Geodetic Survey in June 1991..
 RF0630
 RF0630.The geoid height was determined by GEOID03.
 RF0630
 RF0630.The dynamic height is computed by dividing the NAVD 88
 RF0630.geopotential number by the normal gravity value computed on the
 RF0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0630.degrees latitude (g = 980.6199 gals.).
 RF0630
 RF0630.The modeled gravity was interpolated from observed gravity values.
 RF0630
 RF0630;                    North         East    Units  Estimated Accuracy
 RF0630;SPC ME E     -   363,980.      260,430.      MT  (+/- 180 meters Scaled)
 RF0630
 RF0630                          SUPERSEDED SURVEY CONTROL
 RF0630
 RF0630.No superseded survey control is available for this station.
 RF0630
 RF0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM984985(NAD 83)
 RF0630_MARKER: DB = BENCH MARK DISK
 RF0630_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RF0630_SP_SET: COPPER-CLAD STEEL ROD
 RF0630_STAMPING: 30 JHS 1983
 RF0630_MARK LOGO: USGS  
 RF0630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0630
 RF0630  HISTORY     - Date     Condition        Report By
 RF0630  HISTORY     - 1983     MONUMENTED       USGS-M
 RF0630
 RF0630                          STATION DESCRIPTION
 RF0630
 RF0630'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1983
 RF0630'36.2 MI NW FROM PORTAGE.
 RF0630'30.2 MI (48.6 KM) WEST ALONG FISH RIVER LAKE ROAD FROM PORTAGE,
 RF0630'THENCE 6 MI (9.7 KM) NORTH ALONG MAIN TRAVELED ROAD, ALSO 5.9 MI
 RF0630'(9.5 KM) SOUTHWEST ALONG STATE HIGHWAY 161 FROM ST. FRANCIS POST
 RF0630'OFFICE, THENCE 8.7 MI (14 KM) SOUTH ALONG MAIN TRAVELED ROAD TO ROAD
 RF0630'FORK, THENCE 5.7 MI (9.2 KM) SOUTHWEST ALONG RIGHT ROAD FORK TO WOOD
 RF0630'BRIDGE OVER BIG BROOK AND BENCH MARK, ABOUT 0.2 MI (0.3 KM) NORTHWEST
 RF0630'OF POINT WHERE SQUIRREL BROOK RUNS INTO BIG BROOK, ABOUT 1 MI (1.6 KM)
 RF0630'NORTH AND 3 MI (4.8 KM) WEST OF SOUTHEAST CORNER OF T. 15 R. 10 WELS.,
 RF0630'360 FT (110 M) EAST OF WOOD BRIDGE, 41 FT (12.5 M) SOUTHEAST OF CURVE
 RF0630'IN ROAD, 1.5 FT (0.46 M) WEST OF WITNESS POST, 3 FT (0.9 M) HIGHER
 RF0630'THAN ROAD, A STANDARD ROD SUPPORTED USGS TABLET CENTERED IN A PLASTIC
 RF0630'TILE PROJECTING ABOUT 0.2 FT (0.06 M) AND STAMPED 30 JHS 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0539 ***********************************************************************
 OC0539  DESIGNATION -  300
 OC0539  PID         -  OC0539
 OC0539  STATE/COUNTY-  ME/CUMBERLAND
 OC0539  USGS QUAD   -  STEEP FALLS (1983)
 OC0539
 OC0539                         *CURRENT SURVEY CONTROL
 OC0539  ___________________________________________________________________
 OC0539* NAD 83(1986)-  43 47 32.     (N)    070 39 31.     (W)     SCALED    
 OC0539* NAVD 88     -        91.400  (meters)     299.87   (feet)  ADJUSTED  
 OC0539  ___________________________________________________________________
 OC0539  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 OC0539  DYNAMIC HT  -          91.386 (meters)     299.82  (feet)  COMP
 OC0539  MODELED GRAV-     980,465.7   (mgal)                       NAVD 88
 OC0539
 OC0539  VERT ORDER  -  FIRST     CLASS II
 OC0539
 OC0539.The horizontal coordinates were scaled from a topographic map and have
 OC0539.an estimated accuracy of +/- 6 seconds.
 OC0539
 OC0539.The orthometric height was determined by differential leveling
 OC0539.and adjusted by the National Geodetic Survey in June 1991..
 OC0539
 OC0539.The geoid height was determined by GEOID03.
 OC0539
 OC0539.The dynamic height is computed by dividing the NAVD 88
 OC0539.geopotential number by the normal gravity value computed on the
 OC0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0539.degrees latitude (g = 980.6199 gals.).
 OC0539
 OC0539.The modeled gravity was interpolated from observed gravity values.
 OC0539
 OC0539;                    North         East    Units  Estimated Accuracy
 OC0539;SPC ME W     -   106,650.      860,410.      MT  (+/- 180 meters Scaled)
 OC0539
 OC0539                          SUPERSEDED SURVEY CONTROL
 OC0539
 OC0539  NGVD 29 (??/??/92)   91.583  (m)          300.47   (f) ADJ UNCH    1 2
 OC0539
 OC0539.Superseded values are not recommended for survey control.
 OC0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0539.See file dsdata.txt to determine how the superseded data were derived.
 OC0539
 OC0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ665501(NAD 83)
 OC0539_MARKER: DD = SURVEY DISK
 OC0539_SETTING: 66 = SET IN ROCK OUTCROP
 OC0539_SP_SET: ROCK CUT
 OC0539_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC0539+STABILITY: POSITION/ELEVATION WELL
 OC0539
 OC0539  HISTORY     - Date     Condition        Report By
 OC0539  HISTORY     - UNK      MONUMENTED       USGS
 OC0539  HISTORY     - 1955     GOOD             NGS
 OC0539  HISTORY     - 1976     GOOD             NGS
 OC0539  HISTORY     - 20040514 POOR             GEOCAC
 OC0539
 OC0539                          STATION DESCRIPTION
 OC0539
 OC0539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 OC0539'0.4 MI W FROM STEEP FALLS.
 OC0539'0.35 MILE WEST ALONG THE MAINE CENTRAL RAILROAD FROM THE STATION
 OC0539'AT STEEP FALLS, ABOUT 55 YARDS WEST OF AN OLD ABANDONED ROAD
 OC0539'CROSSING, 191 FEET EAST OF MILE POST P 25, 135 YARDS WEST OF A
 OC0539'SMALL STONE BRIDGE OVER TUCKER BROOK, IN THE TOP OF A LEDGE OF
 OC0539'ROCK IN A SHORT THRU ROCKY CUT, 10 FEET WEST OF THE HIGHEST PART
 OC0539'OF CUT, 12.6 FEET SOUTH OF SOUTH RAIL, ABOUT 4 FEET ABOVE BOTTOM
 OC0539'OF DITCH AND ABOUT 3 FEET ABOVE LEVEL OF TRACK.  NOTE-- THIS
 OC0539'MARK WAS FOUND UNSTAMPED AND THE ORIGINAL DESCRIPTION STATED
 OC0539'THAT MARK WAS NORTH OF TRACK, HOWEVER, IT IS BELIEVED TO BE THE
 OC0539'ORIGINAL MARK DESCRIBED AS 300 (USGS).
 OC0539
 OC0539                          STATION RECOVERY (1976)
 OC0539
 OC0539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0539'RECOVERED IN GOOD CONDITION.
 OC0539
 OC0539                          STATION RECOVERY (2004)
 OC0539
 OC0539'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 OC0539'WRITTEN DESCRIPTION FOR PLACEMENT IS FINE. DISC IS IN POOR CONDITION
 OC0539'AND NONE OF THE STAMPING IS LEGIBLE ANYMORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0136 ***********************************************************************
 PF0136  DESIGNATION -  300
 PF0136  PID         -  PF0136
 PF0136  STATE/COUNTY-  ME/ANDROSCOGGIN
 PF0136  USGS QUAD   -  LIVERMORE FALLS (1967)
 PF0136
 PF0136                         *CURRENT SURVEY CONTROL
 PF0136  ___________________________________________________________________
 PF0136* NAD 83(1986)-  44 27 42.     (N)    070 10 46.     (W)     SCALED    
 PF0136* NAVD 88     -        91.282  (meters)     299.48   (feet)  ADJUSTED  
 PF0136  ___________________________________________________________________
 PF0136  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 PF0136  DYNAMIC HT  -          91.273 (meters)     299.45  (feet)  COMP
 PF0136  MODELED GRAV-     980,512.1   (mgal)                       NAVD 88
 PF0136
 PF0136  VERT ORDER  -  SECOND    CLASS 0
 PF0136
 PF0136.The horizontal coordinates were scaled from a topographic map and have
 PF0136.an estimated accuracy of +/- 6 seconds.
 PF0136
 PF0136.The orthometric height was determined by differential leveling
 PF0136.and adjusted by the National Geodetic Survey in June 1991..
 PF0136
 PF0136.The geoid height was determined by GEOID03.
 PF0136
 PF0136.The dynamic height is computed by dividing the NAVD 88
 PF0136.geopotential number by the normal gravity value computed on the
 PF0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0136.degrees latitude (g = 980.6199 gals.).
 PF0136
 PF0136.The modeled gravity was interpolated from observed gravity values.
 PF0136
 PF0136;                    North         East    Units  Estimated Accuracy
 PF0136;SPC ME W     -   180,910.      898,980.      MT  (+/- 180 meters Scaled)
 PF0136
 PF0136                          SUPERSEDED SURVEY CONTROL
 PF0136
 PF0136  NGVD 29 (??/??/92)   91.412  (m)          299.91   (f) ADJ UNCH    2 0
 PF0136
 PF0136.Superseded values are not recommended for survey control.
 PF0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0136.See file dsdata.txt to determine how the superseded data were derived.
 PF0136
 PF0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK061238(NAD 83)
 PF0136_MARKER: DD = SURVEY DISK
 PF0136_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PF0136_SP_SET: ABUTMENT
 PF0136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0136
 PF0136  HISTORY     - Date     Condition        Report By
 PF0136  HISTORY     - UNK      MONUMENTED       USGS
 PF0136  HISTORY     - 1935     GOOD             NGS
 PF0136
 PF0136                          STATION DESCRIPTION
 PF0136
 PF0136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PF0136'1 MI S FROM LIVERMORE FALLS.
 PF0136'1.0 MILE SOUTH ALONG THE MAINE CENTRAL RAILROAD FROM THE STATION
 PF0136'AT LIVERMORE FALLS, ANDROSCOGGIN COUNTY, 3 1/2 POLES SOUTH OF A
 PF0136'ROAD CROSSING, 46 YARDS SOUTH OF SIGNAL F 667, IN THE SECOND
 PF0136'LAYER OF STONE AT THE WEST END OF THE SOUTH STONE ABUTMENT OF A
 PF0136'BRIDGE, 6 FEET WEST OF THE WEST RAIL, AND ABOUT 3 1/2 FEET LOWER
 PF0136'THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1003 ***********************************************************************
 PE1003  DESIGNATION -  300.78
 PE1003  PID         -  PE1003
 PE1003  STATE/COUNTY-  ME/WALDO
 PE1003  USGS QUAD   -  LIBERTY (1979)
 PE1003
 PE1003                         *CURRENT SURVEY CONTROL
 PE1003  ___________________________________________________________________
 PE1003* NAD 83(1986)-  44 23 27.     (N)    069 17 27.     (W)     SCALED    
 PE1003* NAVD 88     -        91.467  (meters)     300.09   (feet)  ADJUSTED  
 PE1003  ___________________________________________________________________
 PE1003  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 PE1003  DYNAMIC HT  -          91.459 (meters)     300.06  (feet)  COMP
 PE1003  MODELED GRAV-     980,529.3   (mgal)                       NAVD 88
 PE1003
 PE1003  VERT ORDER  -  SECOND    CLASS 0
 PE1003
 PE1003.The horizontal coordinates were scaled from a topographic map and have
 PE1003.an estimated accuracy of +/- 6 seconds.
 PE1003
 PE1003.The orthometric height was determined by differential leveling
 PE1003.and adjusted by the National Geodetic Survey in June 1991..
 PE1003
 PE1003.The geoid height was determined by GEOID03.
 PE1003
 PE1003.The dynamic height is computed by dividing the NAVD 88
 PE1003.geopotential number by the normal gravity value computed on the
 PE1003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1003.degrees latitude (g = 980.6199 gals.).
 PE1003
 PE1003.The modeled gravity was interpolated from observed gravity values.
 PE1003
 PE1003;                    North         East    Units  Estimated Accuracy
 PE1003;SPC ME E     -    80,760.      236,990.      MT  (+/- 180 meters Scaled)
 PE1003
 PE1003                          SUPERSEDED SURVEY CONTROL
 PE1003
 PE1003  NGVD 29 (??/??/92)   91.682  (m)          300.79   (f) ADJ UNCH    2 0
 PE1003
 PE1003.Superseded values are not recommended for survey control.
 PE1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1003.See file dsdata.txt to determine how the superseded data were derived.
 PE1003
 PE1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK768153(NAD 83)
 PE1003_MARKER: DB = BENCH MARK DISK
 PE1003_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE1003_SP_SET: ABUTMENT
 PE1003_STAMPING: 300.78 FT
 PE1003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE1003
 PE1003  HISTORY     - Date     Condition        Report By
 PE1003  HISTORY     - UNK      MONUMENTED       USGS
 PE1003  HISTORY     - 1935     GOOD             NGS
 PE1003
 PE1003                          STATION DESCRIPTION
 PE1003
 PE1003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PE1003'1.1 MI E FROM LIBERTY.
 PE1003'1.1 MILE EAST ALONG STATE HIGHWAY 3 FROM THE INTERSECTION OF
 PE1003'STATE HIGHWAY 220 AT LIBERTY, WALDO COUNTY, IN THE TOP OF THE
 PE1003'NORTH END OF THE WEST CONCRETE ABUTMENT OF A BRIDGE OVER TRUE
 PE1003'POND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 PE1003'300.78 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0233 ***********************************************************************
 OB0233  DESIGNATION -  30.5
 OB0233  PID         -  OB0233
 OB0233  STATE/COUNTY-  ME/CUMBERLAND
 OB0233  USGS QUAD   -  ORRS ISLAND (1997)
 OB0233
 OB0233                         *CURRENT SURVEY CONTROL
 OB0233  ___________________________________________________________________
 OB0233* NAD 83(1986)-  43 50 55.     (N)    069 54 45.     (W)     SCALED    
 OB0233* NAVD 88     -         9.181  (meters)      30.12   (feet)  ADJUSTED  
 OB0233  ___________________________________________________________________
 OB0233  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 OB0233  DYNAMIC HT  -           9.180 (meters)      30.12  (feet)  COMP
 OB0233  MODELED GRAV-     980,522.5   (mgal)                       NAVD 88
 OB0233
 OB0233  VERT ORDER  -  SECOND    CLASS 0
 OB0233
 OB0233.The horizontal coordinates were scaled from a topographic map and have
 OB0233.an estimated accuracy of +/- 6 seconds.
 OB0233
 OB0233.The orthometric height was determined by differential leveling
 OB0233.and adjusted by the National Geodetic Survey in June 1991..
 OB0233
 OB0233.The geoid height was determined by GEOID03.
 OB0233
 OB0233.The dynamic height is computed by dividing the NAVD 88
 OB0233.geopotential number by the normal gravity value computed on the
 OB0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0233.degrees latitude (g = 980.6199 gals.).
 OB0233
 OB0233.The modeled gravity was interpolated from observed gravity values.
 OB0233
 OB0233;                    North         East    Units  Estimated Accuracy
 OB0233;SPC ME W     -   112,820.      920,440.      MT  (+/- 180 meters Scaled)
 OB0233
 OB0233                          SUPERSEDED SURVEY CONTROL
 OB0233
 OB0233  NGVD 29 (??/??/92)    9.380  (m)           30.77   (f) ADJ UNCH    2 0
 OB0233
 OB0233.Superseded values are not recommended for survey control.
 OB0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0233.See file dsdata.txt to determine how the superseded data were derived.
 OB0233
 OB0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ266554(NAD 83)
 OB0233_MARKER: Q = CHISELED SQUARE
 OB0233_SETTING: 66 = SET IN ROCK OUTCROP
 OB0233_SP_SET: BEDROCK
 OB0233_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0233+STABILITY: POSITION/ELEVATION WELL
 OB0233
 OB0233  HISTORY     - Date     Condition        Report By
 OB0233  HISTORY     - UNK      MONUMENTED       USGS
 OB0233  HISTORY     - 1957     GOOD             NGS
 OB0233
 OB0233                          STATION DESCRIPTION
 OB0233
 OB0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OB0233'5.5 MI SE FROM BRUNSWICK.
 OB0233'5.5 MILES SOUTHEAST ALONG STATE HIGHWAY 24 FROM THE MAINE CENTRAL
 OB0233'RAILROAD STATION AT BRUNSWICK, CUMBERLAND COUNTY, AT THE JUNCTION OF A
 OB0233'ROAD LEADING SOUTHEAST TO CUNDYS HARBOR, 97.6 FEET NORTHWEST OF THE
 OB0233'CENTER OF THE JUNCTION, 42 FEET WEST OF THE CENTER LINE OF THE
 OB0233'HIGHWAY, 44.6 FEET NORTHWEST OF POLE 207-232, IN BEDROCK, AND ABOUT 8
 OB0233'FEET LOWER THAN THE HIGHWAY.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1169 ***********************************************************************
 PE1169  TIDAL BM    -  This is a Tidal Bench Mark.
 PE1169  DESIGNATION -  31
 PE1169  PID         -  PE1169
 PE1169  STATE/COUNTY-  ME/SAGADAHOC
 PE1169  USGS QUAD   -  RICHMOND (1980)
 PE1169
 PE1169                         *CURRENT SURVEY CONTROL
 PE1169  ___________________________________________________________________
 PE1169* NAD 83(1986)-  44 05 16.     (N)    069 47 58.     (W)     SCALED    
 PE1169* NAVD 88     -         9.216  (meters)      30.24   (feet)  ADJUSTED  
 PE1169  ___________________________________________________________________
 PE1169  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 PE1169  DYNAMIC HT  -           9.215 (meters)      30.23  (feet)  COMP
 PE1169  MODELED GRAV-     980,520.9   (mgal)                       NAVD 88
 PE1169
 PE1169  VERT ORDER  -  SECOND    CLASS 0
 PE1169
 PE1169.The horizontal coordinates were scaled from a topographic map and have
 PE1169.an estimated accuracy of +/- 6 seconds.
 PE1169
 PE1169.The orthometric height was determined by differential leveling
 PE1169.and adjusted by the National Geodetic Survey in June 1991..
 PE1169
 PE1169.This Tidal Bench Mark is designated as VM 17923
 PE1169.by the Center for Operational Oceanographic Products and Services.
 PE1169
 PE1169.The geoid height was determined by GEOID03.
 PE1169
 PE1169.The dynamic height is computed by dividing the NAVD 88
 PE1169.geopotential number by the normal gravity value computed on the
 PE1169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1169.degrees latitude (g = 980.6199 gals.).
 PE1169
 PE1169.The modeled gravity was interpolated from observed gravity values.
 PE1169
 PE1169;                    North         East    Units  Estimated Accuracy
 PE1169;SPC ME W     -   139,430.      929,410.      MT  (+/- 180 meters Scaled)
 PE1169
 PE1169                          SUPERSEDED SURVEY CONTROL
 PE1169
 PE1169  NGVD 29 (??/??/92)    9.416  (m)           30.89   (f) ADJ UNCH    2 0
 PE1169
 PE1169.Superseded values are not recommended for survey control.
 PE1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1169.See file dsdata.txt to determine how the superseded data were derived.
 PE1169
 PE1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ360819(NAD 83)
 PE1169_MARKER: DD = SURVEY DISK
 PE1169_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE1169_SP_SET: WALL
 PE1169_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE1169_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PE1169+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2006
 PE1169
 PE1169  HISTORY     - Date     Condition        Report By
 PE1169  HISTORY     - UNK      MONUMENTED       USGS
 PE1169  HISTORY     - 1935     GOOD             NGS
 PE1169  HISTORY     - 1978     GOOD             LOCENG
 PE1169  HISTORY     - 20060709 GOOD             GEOCAC
 PE1169
 PE1169                          STATION DESCRIPTION
 PE1169
 PE1169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PE1169'AT RICHMOND.
 PE1169'AT RICHMOND, SAGADAHOC COUNTY, 2 BLOCKS SOUTHEAST OF THE CENTER
 PE1169'OF THE CROSSING OF THE MAINE CENTRAL RAILROAD AND STATE HIGHWAY
 PE1169'197, AT THE SOUTH CORNER OF THE POST OFFICE, IN THE SOUTHWEST
 PE1169'WALL, AND 2 FEET ABOVE THE SIDEWALK.  A UNITED STATES GEOLOGICAL
 PE1169'SURVEY STANDARD DISK, SET VERTICALLY.
 PE1169
 PE1169                          STATION RECOVERY (1978)
 PE1169
 PE1169'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 PE1169'RECOVERED IN GOOD CONDITION.
 PE1169
 PE1169                          STATION RECOVERY (2006)
 PE1169
 PE1169'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 PE1169' 
 PE1169' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0669 ***********************************************************************
 RF0669  DESIGNATION -  31 JHS
 RF0669  PID         -  RF0669
 RF0669  STATE/COUNTY-  ME/AROOSTOOK
 RF0669  USGS QUAD   -  BIG BLACK RAPIDS (1986)
 RF0669
 RF0669                         *CURRENT SURVEY CONTROL
 RF0669  ___________________________________________________________________
 RF0669* NAD 83(1986)-  46 54 09.     (N)    069 23 42.     (W)     SCALED    
 RF0669* NAVD 88     -       351.580  (meters)    1153.48   (feet)  ADJUSTED  
 RF0669  ___________________________________________________________________
 RF0669  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 RF0669  DYNAMIC HT  -         351.609 (meters)    1153.57  (feet)  COMP
 RF0669  MODELED GRAV-     980,686.8   (mgal)                       NAVD 88
 RF0669
 RF0669  VERT ORDER  -  SECOND    CLASS II
 RF0669
 RF0669.The horizontal coordinates were scaled from a topographic map and have
 RF0669.an estimated accuracy of +/- 6 seconds.
 RF0669
 RF0669.The orthometric height was determined by differential leveling
 RF0669.and adjusted by the National Geodetic Survey in June 1991..
 RF0669
 RF0669.The geoid height was determined by GEOID03.
 RF0669
 RF0669.The dynamic height is computed by dividing the NAVD 88
 RF0669.geopotential number by the normal gravity value computed on the
 RF0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0669.degrees latitude (g = 980.6199 gals.).
 RF0669
 RF0669.The modeled gravity was interpolated from observed gravity values.
 RF0669
 RF0669;                    North         East    Units  Estimated Accuracy
 RF0669;SPC ME E     -   359,980.      231,810.      MT  (+/- 180 meters Scaled)
 RF0669
 RF0669                          SUPERSEDED SURVEY CONTROL
 RF0669
 RF0669.No superseded survey control is available for this station.
 RF0669
 RF0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM699944(NAD 83)
 RF0669_MARKER: DD = SURVEY DISK
 RF0669_SETTING: 66 = SET IN ROCK OUTCROP
 RF0669_SP_SET: ROCK OUTCROP
 RF0669_STAMPING: 31 JHS 1984
 RF0669_MARK LOGO: USGS  
 RF0669_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0669+STABILITY: POSITION/ELEVATION WELL
 RF0669
 RF0669  HISTORY     - Date     Condition        Report By
 RF0669  HISTORY     - 1984     MONUMENTED       USGS-M
 RF0669
 RF0669                          STATION DESCRIPTION
 RF0669
 RF0669'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1984
 RF0669'21.1 MI NNE FROM CLAYTON LAKE.
 RF0669'CLAYTON LAKE POST OFFICE, 0.8 MI (1.3 KM) NW. OF THENCE 18.6 MI
 RF0669'(29.9 KM) N. ALONG MAIN TRAVELED RD. TO JCT. WITH E.-W. RD. AND BM 17
 RF0669'JHS 1984 THENCE 6.1 MI (9.8 KM) E. TO JCT. WITH RD. LEADING N. TO
 RF0669'BLUE POND THENCE 6.8 MI (10.9 KM) N. TO BM, ON THE LEFT, ABOUT 2 MI
 RF0669'(3.2 KM) S. AND 2.7 MI (4.3 KM) W. OF NE. COR. OF T. 14, R. 13, WELS,
 RF0669'64 FT (19.5 M) N., 34 FT (10.4 M) W. AND 1.7 FT (0.52 M) LOWER THAN
 RF0669'RD. OPPOSITE SMALL SEMI-CLEARING W. SIDE OF RD., 3.5 FT (1.1 M) W. OF
 RF0669'WITNESS POST, SET IN BED ROCK, FLUSH WITH GROUND.
 RF0669'THE MARK IS 1.7 FT BELOW A SMALL SEMI-CLEARING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0631 ***********************************************************************
 RF0631  DESIGNATION -  31 ROD USGS
 RF0631  PID         -  RF0631
 RF0631  STATE/COUNTY-  ME/AROOSTOOK
 RF0631  USGS QUAD   -  MC KEEN LAKE (1986)
 RF0631
 RF0631                         *CURRENT SURVEY CONTROL
 RF0631  ___________________________________________________________________
 RF0631* NAD 83(1986)-  46 57 02.     (N)    069 00 29.     (W)     SCALED    
 RF0631* NAVD 88     -       295.345  (meters)     968.98   (feet)  ADJUSTED  
 RF0631  ___________________________________________________________________
 RF0631  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 RF0631  DYNAMIC HT  -         295.365 (meters)     969.04  (feet)  COMP
 RF0631  MODELED GRAV-     980,675.6   (mgal)                       NAVD 88
 RF0631
 RF0631  VERT ORDER  -  SECOND    CLASS II
 RF0631
 RF0631.The horizontal coordinates were scaled from a topographic map and have
 RF0631.an estimated accuracy of +/- 6 seconds.
 RF0631
 RF0631.The orthometric height was determined by differential leveling
 RF0631.and adjusted by the National Geodetic Survey in June 1991..
 RF0631
 RF0631.The geoid height was determined by GEOID03.
 RF0631
 RF0631.The dynamic height is computed by dividing the NAVD 88
 RF0631.geopotential number by the normal gravity value computed on the
 RF0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0631.degrees latitude (g = 980.6199 gals.).
 RF0631
 RF0631.The modeled gravity was interpolated from observed gravity values.
 RF0631
 RF0631;                    North         East    Units  Estimated Accuracy
 RF0631;SPC ME E     -   365,050.      261,330.      MT  (+/- 180 meters Scaled)
 RF0631
 RF0631                          SUPERSEDED SURVEY CONTROL
 RF0631
 RF0631.No superseded survey control is available for this station.
 RF0631
 RF0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM993996(NAD 83)
 RF0631_MARKER: DB = BENCH MARK DISK
 RF0631_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RF0631_SP_SET: COPPER-CLAD STEEL ROD
 RF0631_STAMPING: 31 ROD 1983
 RF0631_MARK LOGO: USGS  
 RF0631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0631
 RF0631  HISTORY     - Date     Condition        Report By
 RF0631  HISTORY     - 1983     MONUMENTED       USGS-M
 RF0631
 RF0631                          STATION DESCRIPTION
 RF0631
 RF0631'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1983
 RF0631'19.5 MI SSW FROM ST FRANCIS.
 RF0631'5.9 MI (9.5 KM) SOUTHWEST ALONG STATE HIGHWAY 161 FROM THE POST
 RF0631'OFFICE IN ST. FRANCIS, THENCE 8.7 MI (14 KM) SOUTH ALONG MAIN TRAVELED
 RF0631'ROAD TO ROAD FORK, THENCE 4.9 MI (7.9 KM) SOUTHWEST ALONG RIGHT ROAD
 RF0631'FORK TO BM ON THE LEFT, ABOUT 0.9 MI (1.4 KM) NORTH-NORTHEAST OF WOOD
 RF0631'BRIDGE OVER BIG BROOK, ABOUT 1.6 MI (2.6 KM) NORTH AND 2.6 MI (4.2 KM)
 RF0631'WEST OF SOUTHEAST CORNER OF T. 15 R. 10 WELS., ABOUT 100 FT (30 M)
 RF0631'WEST OF SQUIRREL BROOK, 28 FT (8.5 M) EAST OF AND 0.4 FT (0.12 M)
 RF0631'LOWER THAN ROAD, AT SKID TRAIL LEADING NORTHWEST, 1.5 FT (0.46 M) WEST
 RF0631'OF WITNESS POST IN CENTER OF SMALL CLEARING, A STANDARD ROD SUPPORTED
 RF0631'USGS TABLET CENTERED IN A PLASTIC PIPE ABOUT 0.2 FT (0.06 M) AND
 RF0631'STAMPED 31 ROD 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0061 ***********************************************************************
 RG0061  DESIGNATION -  310
 RG0061  PID         -  RG0061
 RG0061  STATE/COUNTY-  ME/SOMERSET
 RG0061  USGS QUAD   -  HARDWOOD MOUNTAIN (1989)
 RG0061
 RG0061                         *CURRENT SURVEY CONTROL
 RG0061  ___________________________________________________________________
 RG0061* NAD 83(1996)-  46 24 35.16804(N)    070 04 34.94202(W)     ADJUSTED  
 RG0061* NAVD 88     -       364.215  (meters)    1194.93   (feet)  ADJUSTED  
 RG0061  ___________________________________________________________________
 RG0061  LAPLACE CORR-           3.60  (seconds)                    DEFLEC99
 RG0061  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 RG0061  DYNAMIC HT  -         364.219 (meters)    1194.94  (feet)  COMP
 RG0061  MODELED GRAV-     980,613.8   (mgal)                       NAVD 88
 RG0061
 RG0061  HORZ ORDER  -  THIRD
 RG0061  VERT ORDER  -  SECOND    CLASS 0
 RG0061
 RG0061.The horizontal coordinates were established by classical geodetic methods
 RG0061.and adjusted by the National Geodetic Survey in March 1998..
 RG0061
 RG0061.The orthometric height was determined by differential leveling
 RG0061.and adjusted by the National Geodetic Survey in June 1991..
 RG0061
 RG0061.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0061
 RG0061.The geoid height was determined by GEOID03.
 RG0061
 RG0061.The dynamic height is computed by dividing the NAVD 88
 RG0061.geopotential number by the normal gravity value computed on the
 RG0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RG0061.degrees latitude (g = 980.6199 gals.).
 RG0061
 RG0061.The modeled gravity was interpolated from observed gravity values.
 RG0061
 RG0061;                    North         East     Units Scale Factor Converg.
 RG0061;SPC ME W     -   397,419.936   906,942.418   MT  0.99996726   +0 03 55.4
 RG0061;UTM  19      - 5,140,140.128   417,271.592   MT  0.99968413   -0 46 46.7
 RG0061
 RG0061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0061!SPC ME W     -   0.99994702  x   0.99996726  =   0.99991428
 RG0061!UTM  19      -   0.99994702  x   0.99968413  =   0.99963117
 RG0061
 RG0061                          SUPERSEDED SURVEY CONTROL
 RG0061
 RG0061  NAD 83(1992)-  46 24 35.17890(N)    070 04 34.93259(W) AD(       ) 3
 RG0061  NAD 83(1986)-  46 24 35.18886(N)    070 04 34.95175(W) AD(       ) 3
 RG0061  NAD 27      -  46 24 35.07200(N)    070 04 36.67700(W) AD(       ) 3
 RG0061  NGVD 29 (??/??/92)  364.383  (m)         1195.48   (f) ADJ UNCH    2 0
 RG0061
 RG0061.Superseded values are not recommended for survey control.
 RG0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0061.See file dsdata.txt to determine how the superseded data were derived.
 RG0061
 RG0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM1727240140(NAD 83)
 RG0061_MARKER: DD = SURVEY DISK
 RG0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RG0061_SP_SET: IRON POST
 RG0061_STAMPING: 310
 RG0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RG0061+STABILITY: SURFACE MOTION
 RG0061
 RG0061  HISTORY     - Date     Condition        Report By
 RG0061  HISTORY     - 1845     MONUMENTED       IBC
 RG0061  HISTORY     - 1953     GOOD             NGS
 RG0061  HISTORY     - 1964     GOOD             IBC
 RG0061
 RG0061                          STATION DESCRIPTION
 RG0061
 RG0061'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RG0061'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0061'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0061'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0061'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0061'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0061'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0061'THE POST.
 RG0061
 RG0061                          STATION RECOVERY (1953)
 RG0061
 RG0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 RG0061'8.3 MI SE FROM STE CAMILLE.
 RG0061'8.3 MILES SOUTHEAST ALONG A ROAD FROM THE CROSSING OF THE QUEBEC
 RG0061'CENTRAL RAILWAY AND STATION AT STE CAMILLE, ABOUT 0.5 MILE WEST
 RG0061'OF A BRIDGE OVER SOUTHWEST BRANCH OF ST. JOHN RIVER AND THE
 RG0061'U.S. - CANADIAN BOUNDARY LINE, ABOUT 0.1 MILE WEST OF THE
 RG0061'CANADIAN CUSTOMS BUILDING, ON THE NORTH BANK OF SOUTHWEST BRANCH
 RG0061'OF ST. JOHN RIVER, NORTHWEST AND ACROSS SW BRANCH OF ST. JOHN
 RG0061'RIVER FROM THE MOUTH OF LITTLE SOUTHWEST BRANCH OF ST. JOHN
 RG0061'RIVER, 60 FEET SOUTH OF CENTER LINE OF ROAD, THE TOP OF CONCRETE
 RG0061'FILLED IRON POST PROJECTING ABOUT 3 FEET ABOVE THE CONCRETE
 RG0061'FOUNDATION OF MONUMENT AND ABOUT 2 1/2 FEET ABOVE LEVEL OF ROAD.
 RG0061
 RG0061                          STATION RECOVERY (1964)
 RG0061
 RG0061'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1964
 RG0061'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0805 ***********************************************************************
 PE0805  DESIGNATION -  316
 PE0805  PID         -  PE0805
 PE0805  STATE/COUNTY-  ME/WALDO
 PE0805  USGS QUAD   -  BROOKS EAST (1982)
 PE0805
 PE0805                         *CURRENT SURVEY CONTROL
 PE0805  ___________________________________________________________________
 PE0805* NAD 83(1986)-  44 32 18.     (N)    069 05 18.     (W)     SCALED    
 PE0805* NAVD 88     -        96.149  (meters)     315.45   (feet)  ADJUSTED  
 PE0805  ___________________________________________________________________
 PE0805  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 PE0805  DYNAMIC HT  -          96.142 (meters)     315.43  (feet)  COMP
 PE0805  MODELED GRAV-     980,539.4   (mgal)                       NAVD 88
 PE0805
 PE0805  VERT ORDER  -  SECOND    CLASS 0
 PE0805
 PE0805.The horizontal coordinates were scaled from a topographic map and have
 PE0805.an estimated accuracy of +/- 6 seconds.
 PE0805
 PE0805.The orthometric height was determined by differential leveling
 PE0805.and adjusted by the National Geodetic Survey in June 1991..
 PE0805
 PE0805.The geoid height was determined by GEOID03.
 PE0805
 PE0805.The dynamic height is computed by dividing the NAVD 88
 PE0805.geopotential number by the normal gravity value computed on the
 PE0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0805.degrees latitude (g = 980.6199 gals.).
 PE0805
 PE0805.The modeled gravity was interpolated from observed gravity values.
 PE0805
 PE0805;                    North         East    Units  Estimated Accuracy
 PE0805;SPC ME E     -    97,010.      253,250.      MT  (+/- 180 meters Scaled)
 PE0805
 PE0805                          SUPERSEDED SURVEY CONTROL
 PE0805
 PE0805  NGVD 29 (??/??/92)   96.354  (m)          316.12   (f) ADJ UNCH    2 0
 PE0805
 PE0805.Superseded values are not recommended for survey control.
 PE0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0805.See file dsdata.txt to determine how the superseded data were derived.
 PE0805
 PE0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK929316(NAD 83)
 PE0805_MARKER: DD = SURVEY DISK
 PE0805_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE0805_SP_SET: BRIDGE SEAT
 PE0805_STAMPING: MAINE 316 FT
 PE0805_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0805
 PE0805  HISTORY     - Date     Condition        Report By
 PE0805  HISTORY     - UNK      MONUMENTED       USGS
 PE0805  HISTORY     - 1935     GOOD             NGS
 PE0805  HISTORY     - 1935     GOOD             NGS
 PE0805
 PE0805                          STATION DESCRIPTION
 PE0805
 PE0805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PE0805'3.2 MI SE FROM BROOKS.
 PE0805'3.2 MILES SOUTHEAST ALONG THE BELFAST AND MOOSEHEAD LAKE RAILROAD
 PE0805'FROM THE STATION AT BROOKS, WALDO COUNTY, ABOUT 300 FEET NORTHWEST
 PE0805'OF MILEPOST B 9, IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 PE0805'STONE SEAT OF A SMALL BRIDGE, 4.2 FEET SOUTHEAST OF THE SOUTHEAST
 PE0805'RAIL, AND ABOUT 2 FEET LOWER THAN THE TRACK.  A UNITED STATES
 PE0805'GEOLOGICAL SURVEY STANDARD DISK, STAMPED MAINE 316 FT.
 PE0805
 PE0805                          STATION RECOVERY (1935)
 PE0805
 PE0805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 PE0805'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0514 ***********************************************************************
 QG0514  DESIGNATION -  317
 QG0514  PID         -  QG0514
 QG0514  STATE/COUNTY-  ME/PENOBSCOT
 QG0514  USGS QUAD   -  EAST MILLINOCKET (1988)
 QG0514
 QG0514                         *CURRENT SURVEY CONTROL
 QG0514  ___________________________________________________________________
 QG0514* NAD 83(1986)-  45 43 54.     (N)    068 35 21.     (W)     SCALED    
 QG0514* NAVD 88     -        96.511  (meters)     316.64   (feet)  ADJUSTED  
 QG0514  ___________________________________________________________________
 QG0514  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 QG0514  DYNAMIC HT  -          96.514 (meters)     316.65  (feet)  COMP
 QG0514  MODELED GRAV-     980,641.4   (mgal)                       NAVD 88
 QG0514
 QG0514  VERT ORDER  -  SECOND    CLASS 0
 QG0514
 QG0514.The horizontal coordinates were scaled from a topographic map and have
 QG0514.an estimated accuracy of +/- 6 seconds.
 QG0514
 QG0514.The orthometric height was determined by differential leveling
 QG0514.and adjusted by the National Geodetic Survey in June 1991..
 QG0514
 QG0514.The geoid height was determined by GEOID03.
 QG0514
 QG0514.The dynamic height is computed by dividing the NAVD 88
 QG0514.geopotential number by the normal gravity value computed on the
 QG0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0514.degrees latitude (g = 980.6199 gals.).
 QG0514
 QG0514.The modeled gravity was interpolated from observed gravity values.
 QG0514
 QG0514;                    North         East    Units  Estimated Accuracy
 QG0514;SPC ME E     -   229,460.      293,060.      MT  (+/- 180 meters Scaled)
 QG0514
 QG0514                          SUPERSEDED SURVEY CONTROL
 QG0514
 QG0514  NGVD 29 (??/??/92)   96.693  (m)          317.23   (f) ADJ UNCH    2 0
 QG0514
 QG0514.Superseded values are not recommended for survey control.
 QG0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0514.See file dsdata.txt to determine how the superseded data were derived.
 QG0514
 QG0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL319643(NAD 83)
 QG0514_MARKER: DD = SURVEY DISK
 QG0514_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QG0514_SP_SET: PIER
 QG0514_STAMPING: 317.234
 QG0514_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG0514
 QG0514  HISTORY     - Date     Condition        Report By
 QG0514  HISTORY     - UNK      MONUMENTED       USGS
 QG0514  HISTORY     - 1959     GOOD             NGS
 QG0514
 QG0514                          STATION DESCRIPTION
 QG0514
 QG0514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QG0514'0.7 MI SW FROM GRINDSTONE.
 QG0514'0.7 MILE SOUTHWEST ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 QG0514'THE STATION AT GRINDSTONE, PENOBSCOT COUNTY, AT THE BRIDGE OVER
 QG0514'EAST BRANCH PENOBSCOT RIVER, AND IN THE NORTH END OF THE COPING
 QG0514'OF THE EAST PIER (WHICH IS ALSO THE EAST PIER OF THE STATE
 QG0514'HIGHWAY 11 UNDERPASS).  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 QG0514'DISK, STAMPED 317.234.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1395 ***********************************************************************
 PE1395  DESIGNATION -  32
 PE1395  PID         -  PE1395
 PE1395  STATE/COUNTY-  ME/KENNEBEC
 PE1395  USGS QUAD   -  GARDINER (1991)
 PE1395
 PE1395                         *CURRENT SURVEY CONTROL
 PE1395  ___________________________________________________________________
 PE1395* NAD 83(1996)-  44 12 20.01071(N)    069 51 37.54340(W)     ADJUSTED  
 PE1395* NAVD 88     -        48.682  (meters)     159.72   (feet)  ADJUSTED  
 PE1395  ___________________________________________________________________
 PE1395  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 PE1395  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 PE1395  DYNAMIC HT  -          48.678 (meters)     159.70  (feet)  COMP
 PE1395  MODELED GRAV-     980,526.8   (mgal)                       NAVD 88
 PE1395
 PE1395  HORZ ORDER  -  SECOND
 PE1395  VERT ORDER  -  SECOND    CLASS I
 PE1395
 PE1395.The horizontal coordinates were established by classical geodetic methods
 PE1395.and adjusted by the National Geodetic Survey in March 1998..
 PE1395
 PE1395.The orthometric height was determined by differential leveling
 PE1395.and adjusted by the National Geodetic Survey in June 1991..
 PE1395
 PE1395.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1395
 PE1395.The geoid height was determined by GEOID03.
 PE1395
 PE1395.The dynamic height is computed by dividing the NAVD 88
 PE1395.geopotential number by the normal gravity value computed on the
 PE1395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1395.degrees latitude (g = 980.6199 gals.).
 PE1395
 PE1395.The modeled gravity was interpolated from observed gravity values.
 PE1395
 PE1395;                    North         East     Units Scale Factor Converg.
 PE1395;SPC ME W     -   152,498.678   924,476.407   MT  0.99997403   +0 12 48.7
 PE1395;UTM  19      - 4,895,064.103   431,254.433   MT  0.99965812   -0 35 59.8
 PE1395
 PE1395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1395!SPC ME W     -   0.99999643  x   0.99997403  =   0.99997046
 PE1395!UTM  19      -   0.99999643  x   0.99965812  =   0.99965455
 PE1395
 PE1395                          SUPERSEDED SURVEY CONTROL
 PE1395
 PE1395  NAD 83(1992)-  44 12 20.00956(N)    069 51 37.54217(W) AD(       ) 2
 PE1395  NAD 83(1986)-  44 12 20.01485(N)    069 51 37.54705(W) AD(       ) 2
 PE1395  NAD 27      -  44 12 19.75179(N)    069 51 39.37062(W) AD(       ) 2
 PE1395  NGVD 29 (??/??/92)   48.893  (m)          160.41   (f) ADJ UNCH    2 1
 PE1395
 PE1395.Superseded values are not recommended for survey control.
 PE1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1395.See file dsdata.txt to determine how the superseded data were derived.
 PE1395
 PE1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3125495064(NAD 83)
 PE1395_MARKER: DB = BENCH MARK DISK
 PE1395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1395_STAMPING: STATION NO 32
 PE1395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1395+STABILITY: SURFACE MOTION
 PE1395
 PE1395  HISTORY     - Date     Condition        Report By
 PE1395  HISTORY     - UNK      MONUMENTED       MEGS
 PE1395  HISTORY     - 1975     GOOD             NGS
 PE1395
 PE1395                          STATION DESCRIPTION
 PE1395
 PE1395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 PE1395'2.2 MI SW FROM WEST GARDINER.
 PE1395'IN WEST GARDINER, ABOUT 0.3 MILE SOUTHWESTERLY ALONG I-95
 PE1395'SOUTHBOUND FROM THE TOLL GATE AT WEST GARDINER TO STATE HIGHWAY
 PE1395'126.  THENCE 1.9 MILES WEST ALONG STATE HIGHWAY 126 TO THE
 PE1395'FORMER JOHN SWIFT HOUSE (NOW JOE DAIGLE HOUSE).  A U.S.C. AND
 PE1395'G.S. AND S.S. STANDARD DISK SET IN THE TOP OF A CONCRETE POST,
 PE1395'37 FEET WEST OF THE SOUTHWEST CORNER OF THE HOUSE, 26 FEET NORTH
 PE1395'OF THE CENTERLINE OF THE HIGHWAY AND 24 FEET SOUTHWEST OF A
 PE1395'LONE 18 IN PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0019 ***********************************************************************
 OC0019  DESIGNATION -  32 C OF P
 OC0019  PID         -  OC0019
 OC0019  STATE/COUNTY-  ME/CUMBERLAND
 OC0019  USGS QUAD   -  PORTLAND WEST (1978)
 OC0019
 OC0019                         *CURRENT SURVEY CONTROL
 OC0019  ___________________________________________________________________
 OC0019* NAD 83(1986)-  43 39 56.     (N)    070 16 35.     (W)     SCALED    
 OC0019* NAVD 88     -        10.215  (meters)      33.51   (feet)  ADJUSTED  
 OC0019  ___________________________________________________________________
 OC0019  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 OC0019  DYNAMIC HT  -          10.214 (meters)      33.51  (feet)  COMP
 OC0019  MODELED GRAV-     980,498.9   (mgal)                       NAVD 88
 OC0019
 OC0019  VERT ORDER  -  FIRST     CLASS I
 OC0019
 OC0019.The horizontal coordinates were scaled from a topographic map and have
 OC0019.an estimated accuracy of +/- 6 seconds.
 OC0019
 OC0019.The orthometric height was determined by differential leveling
 OC0019.and adjusted by the National Geodetic Survey in June 1991..
 OC0019
 OC0019.The geoid height was determined by GEOID03.
 OC0019
 OC0019.The dynamic height is computed by dividing the NAVD 88
 OC0019.geopotential number by the normal gravity value computed on the
 OC0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0019.degrees latitude (g = 980.6199 gals.).
 OC0019
 OC0019.The modeled gravity was interpolated from observed gravity values.
 OC0019
 OC0019;                    North         East    Units  Estimated Accuracy
 OC0019;SPC ME W     -    92,460.      891,150.      MT  (+/- 180 meters Scaled)
 OC0019
 OC0019                          SUPERSEDED SURVEY CONTROL
 OC0019
 OC0019  NGVD 29 (??/??/92)   10.429  (m)           34.22   (f) ADJ UNCH    1 1
 OC0019
 OC0019.Superseded values are not recommended for survey control.
 OC0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0019.See file dsdata.txt to determine how the superseded data were derived.
 OC0019
 OC0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ970355(NAD 83)
 OC0019_MARKER: B = BOLT
 OC0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC0019_SP_SET: GRANITE POST
 OC0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC0019+STABILITY: SURFACE MOTION
 OC0019
 OC0019  HISTORY     - Date     Condition        Report By
 OC0019  HISTORY     - UNK      MONUMENTED       ME6400
 OC0019  HISTORY     - 1966     GOOD             NGS
 OC0019  HISTORY     - 1990     GOOD             USPSQD
 OC0019  HISTORY     - 20060410 MARK NOT FOUND   USPSQD
 OC0019
 OC0019                          STATION DESCRIPTION
 OC0019
 OC0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 OC0019'AT PORTLAND.
 OC0019'AT PORTLAND, ABOUT 0.7 MILE NORTHWEST ALONG FOREST AVENUE FROM
 OC0019'THE POST OFFICE, NEAR THE INTERSECTION OF FOREST AVENUE AND PITT
 OC0019'STREET, 6.5 FEET SOUTHEAST OF THE SOUTHEAST CURB OF THE STREET,
 OC0019'8.5 FEET SOUTHWEST OF THE SOUTHWEST CURB OF THE AVENUE, ABOUT
 OC0019'LEVEL WITH THE SIDEWALK AND SET IN THE TOP OF A GRANITE POST
 OC0019'FLUSH.
 OC0019
 OC0019                          STATION RECOVERY (1990)
 OC0019
 OC0019'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMW)
 OC0019'RECOVERED IN GOOD CONDITION.
 OC0019
 OC0019                          STATION RECOVERY (2006)
 OC0019
 OC0019'RECOVERY NOTE BY US POWER SQUADRON 2006 (AMW)
 OC0019'THE GRANITE POST IS THERE BUT, NO BOLT IS IN EVIDENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0670 ***********************************************************************
 RF0670  DESIGNATION -  32 JHS
 RF0670  PID         -  RF0670
 RF0670  STATE/COUNTY-  ME/AROOSTOOK
 RF0670  USGS QUAD   -  BIG BLACK RAPIDS (1986)
 RF0670
 RF0670                         *CURRENT SURVEY CONTROL
 RF0670  ___________________________________________________________________
 RF0670* NAD 83(1986)-  46 54 57.     (N)    069 23 49.     (W)     SCALED    
 RF0670* NAVD 88     -       404.589  (meters)    1327.39   (feet)  ADJUSTED  
 RF0670  ___________________________________________________________________
 RF0670  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 RF0670  DYNAMIC HT  -         404.624 (meters)    1327.50  (feet)  COMP
 RF0670  MODELED GRAV-     980,688.4   (mgal)                       NAVD 88
 RF0670
 RF0670  VERT ORDER  -  SECOND    CLASS II
 RF0670
 RF0670.The horizontal coordinates were scaled from a topographic map and have
 RF0670.an estimated accuracy of +/- 6 seconds.
 RF0670
 RF0670.The orthometric height was determined by differential leveling
 RF0670.and adjusted by the National Geodetic Survey in June 1991..
 RF0670
 RF0670.The geoid height was determined by GEOID03.
 RF0670
 RF0670.The dynamic height is computed by dividing the NAVD 88
 RF0670.geopotential number by the normal gravity value computed on the
 RF0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0670.degrees latitude (g = 980.6199 gals.).
 RF0670
 RF0670.The modeled gravity was interpolated from observed gravity values.
 RF0670
 RF0670;                    North         East    Units  Estimated Accuracy
 RF0670;SPC ME E     -   361,460.      231,680.      MT  (+/- 180 meters Scaled)
 RF0670
 RF0670                          SUPERSEDED SURVEY CONTROL
 RF0670
 RF0670.No superseded survey control is available for this station.
 RF0670
 RF0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM697958(NAD 83)
 RF0670_MARKER: DD = SURVEY DISK
 RF0670_SETTING: 66 = SET IN ROCK OUTCROP
 RF0670_SP_SET: ROCK OUTCROP
 RF0670_STAMPING: 32 JHS 1984
 RF0670_MARK LOGO: USGS  
 RF0670_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0670+STABILITY: POSITION/ELEVATION WELL
 RF0670
 RF0670  HISTORY     - Date     Condition        Report By
 RF0670  HISTORY     - 1984     MONUMENTED       USGS-M
 RF0670
 RF0670                          STATION DESCRIPTION
 RF0670
 RF0670'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1984
 RF0670'22.0 MI NNE FROM CLAYTON LAKE.
 RF0670'CLAYTON LAKE POST OFFICE, 0.8 MI (1.3 KM) NW. OF THENCE 18.6 MI
 RF0670'(29.9 KM) N. ALONG MAIN TRAVELED RD. TO JCT. WITH E.-W. RD. AND BM 17
 RF0670'JHS 1984 THENCE 6.1 MI (9.8 KM) E. TO JCT. WITH RD. LEADING N. TO
 RF0670'BLUE POND THENCE 7.8 MI (12.6 KM) N. TO THE BM, ON THE RIGHT, 0.5 MI
 RF0670'(0.8 KM) S. AND 2.5 MI (4 KM) W. OF NE. COR. OF T. 14, R. 13, WELS,
 RF0670'ABOUT 280 FT (85.3 M) SW. OF T-RD. SE, 28 FT (8.5 M) NE. THENCE 136
 RF0670'FT (41.5 M) SE. AND 12.3 FT (3.7 M) HIGHER THAN RD. AT S. EDGE OF
 RF0670'SMALL CLEARING E., IN SE. COR. OF CLEARING, 6 FT (1.8 M) NW. OF WIT-
 RF0670'NESS POST, SET IN BED ROCK, FLUSH WITH GROUND.
 RF0670'THE MARK IS 12.3 FT ABOVE THE SOUTH EDGE OF CLEARIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0632 ***********************************************************************
 RF0632  DESIGNATION -  32 ROD USGS
 RF0632  PID         -  RF0632
 RF0632  STATE/COUNTY-  ME/AROOSTOOK
 RF0632  USGS QUAD   -  MC KEEN LAKE (1986)
 RF0632
 RF0632                         *CURRENT SURVEY CONTROL
 RF0632  ___________________________________________________________________
 RF0632* NAD 83(1986)-  46 57 32.     (N)    069 00 00.     (W)     SCALED    
 RF0632* NAVD 88     -       345.246  (meters)    1132.69   (feet)  ADJUSTED  
 RF0632  ___________________________________________________________________
 RF0632  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 RF0632  DYNAMIC HT  -         345.270 (meters)    1132.77  (feet)  COMP
 RF0632  MODELED GRAV-     980,675.9   (mgal)                       NAVD 88
 RF0632
 RF0632  VERT ORDER  -  SECOND    CLASS II
 RF0632
 RF0632.The horizontal coordinates were scaled from a topographic map and have
 RF0632.an estimated accuracy of +/- 6 seconds.
 RF0632
 RF0632.The orthometric height was determined by differential leveling
 RF0632.and adjusted by the National Geodetic Survey in June 1991..
 RF0632
 RF0632.The geoid height was determined by GEOID03.
 RF0632
 RF0632.The dynamic height is computed by dividing the NAVD 88
 RF0632.geopotential number by the normal gravity value computed on the
 RF0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0632.degrees latitude (g = 980.6199 gals.).
 RF0632
 RF0632.The modeled gravity was interpolated from observed gravity values.
 RF0632
 RF0632;                    North         East    Units  Estimated Accuracy
 RF0632;SPC ME E     -   365,980.      261,950.      MT  (+/- 180 meters Scaled)
 RF0632
 RF0632                          SUPERSEDED SURVEY CONTROL
 RF0632
 RF0632.No superseded survey control is available for this station.
 RF0632
 RF0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN000005(NAD 83)
 RF0632_MARKER: DB = BENCH MARK DISK
 RF0632_SETTING: 80 = SET IN A BOULDER
 RF0632_SP_SET: BOULDER
 RF0632_STAMPING: 32 ROD 1983
 RF0632_MARK LOGO: USGS  
 RF0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0632+STABILITY: SURFACE MOTION
 RF0632
 RF0632  HISTORY     - Date     Condition        Report By
 RF0632  HISTORY     - 1983     MONUMENTED       USGS-M
 RF0632
 RF0632                          STATION DESCRIPTION
 RF0632
 RF0632'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1983
 RF0632'18.6 MI SSW FROM ST FRANCIS.
 RF0632'5.9 MI (9.5 KM) SOUTHWEST ALONG STATE HIGHWAY 161 FROM THE POST
 RF0632'OFFICE IN ST. FRANCIS, THENCE 8.7 MI (14 KM) SOUTH ALONG MAIN TRAVELED
 RF0632'ROAD TO ROAD FORK, THENCE 4 MI (6.4 KM) SOUTHWEST ALONG RIGHT ROAD
 RF0632'FORK TO BM ON THE RIGHT, 1.7 MI (2.7 KM) NORTHEAST OF WOOD BRIDGE OVER
 RF0632'BIG BROOK, 0.15 MI (0.24 KM) NORTHEAST OF SMALL WOOD BRIDGE OVER
 RF0632'SQUIRREL BROOK, 250 FT (76 M) WEST OF A GRAVEL PIT ON SOUTH SIDE OF
 RF0632'THE ROAD, 28 FT (8.5 M) NORTH AND 67 FT (20.4 M) EAST AND 4.2 FT (1.3
 RF0632'M) HIGHER THAN ROAD, AT CURVE FROM WEST TO SOUTHWEST, SET IN THE TOP
 RF0632'OF A 6- BY 7-FOOT BOULDER PROJECTING 3 FEET ABOVE THE GROUND, A
 RF0632'STANDARD USGS TABLET STAMPED 32 ROD 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0546 ***********************************************************************
 OC0546  DESIGNATION -  320
 OC0546  PID         -  OC0546
 OC0546  STATE/COUNTY-  ME/CUMBERLAND
 OC0546  USGS QUAD   -  STEEP FALLS (1983)
 OC0546
 OC0546                         *CURRENT SURVEY CONTROL
 OC0546  ___________________________________________________________________
 OC0546* NAD 83(1986)-  43 48 15.     (N)    070 43 02.     (W)     SCALED    
 OC0546* NAVD 88     -        97.412  (meters)     319.59   (feet)  ADJUSTED  
 OC0546  ___________________________________________________________________
 OC0546  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 OC0546  DYNAMIC HT  -          97.397 (meters)     319.54  (feet)  COMP
 OC0546  MODELED GRAV-     980,461.1   (mgal)                       NAVD 88
 OC0546
 OC0546  VERT ORDER  -  FIRST     CLASS II
 OC0546
 OC0546.The horizontal coordinates were scaled from a topographic map and have
 OC0546.an estimated accuracy of +/- 6 seconds.
 OC0546
 OC0546.The orthometric height was determined by differential leveling
 OC0546.and adjusted by the National Geodetic Survey in June 1991..
 OC0546
 OC0546.The geoid height was determined by GEOID03.
 OC0546
 OC0546.The dynamic height is computed by dividing the NAVD 88
 OC0546.geopotential number by the normal gravity value computed on the
 OC0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0546.degrees latitude (g = 980.6199 gals.).
 OC0546
 OC0546.The modeled gravity was interpolated from observed gravity values.
 OC0546
 OC0546;                    North         East    Units  Estimated Accuracy
 OC0546;SPC ME W     -   108,000.      855,700.      MT  (+/- 180 meters Scaled)
 OC0546
 OC0546                          SUPERSEDED SURVEY CONTROL
 OC0546
 OC0546  NGVD 29 (??/??/92)   97.591  (m)          320.18   (f) ADJ UNCH    1 2
 OC0546
 OC0546.Superseded values are not recommended for survey control.
 OC0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0546.See file dsdata.txt to determine how the superseded data were derived.
 OC0546
 OC0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ618515(NAD 83)
 OC0546_MARKER: DD = SURVEY DISK
 OC0546_SETTING: 66 = SET IN ROCK OUTCROP
 OC0546_SP_SET: ROCK OUTCROP
 OC0546_STAMPING: 319
 OC0546_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC0546+STABILITY: POSITION/ELEVATION WELL
 OC0546
 OC0546  HISTORY     - Date     Condition        Report By
 OC0546  HISTORY     - UNK      MONUMENTED       USGS
 OC0546  HISTORY     - 1955     GOOD             NGS
 OC0546  HISTORY     - 1976     GOOD             NGS
 OC0546  HISTORY     - 20040421 POOR             GEOCAC
 OC0546
 OC0546                          STATION DESCRIPTION
 OC0546
 OC0546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 OC0546'3.8 MI W FROM STEEP FALLS.
 OC0546'3.8 MILES WEST ALONG THE MAINE CENTRAL RAILROAD FROM THE STATION
 OC0546'AT STEEP FALLS, ABOUT 3.35 MILES EAST OF THE STATION AT CORNISH,
 OC0546'ABOUT 0.45 MILE WEST OF MILE POST P 28, ABOUT 35 YARDS WEST OF A
 OC0546'CURVE IN TRACK WITH TANGENTS EXTENDING WEST AND EAST-NORTHEAST,
 OC0546'6.3 FEET NORTH OF NORTH RAIL, IN THE TOP OF A 3 BY 5-FOOT ROCK
 OC0546'OUTCROP WHICH PROJECTS ABOUT 1/2 FOOT OUT OF DITCH, ACROSS
 OC0546'TRACK FROM A POINT ABOUT MIDWAY BETWEEN TELEPHONE POLES NO. 994
 OC0546'AND 995, 93 YARDS EAST OF A PRIVATE FIELD ROAD CROSSING AND
 OC0546'ABOUT LEVEL WITH TRACK.  NOTE-- THE STAMPING IS DIM BUT IS
 OC0546'STAMPED AS STATED ABOVE.
 OC0546
 OC0546                          STATION RECOVERY (1976)
 OC0546
 OC0546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0546'RECOVERED IN GOOD CONDITION.
 OC0546
 OC0546                          STATION RECOVERY (2004)
 OC0546
 OC0546'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 OC0546'WRITTEN LOCATION AND CO-ORDINATES ARE VERY GOOD. MARKER IS NOT
 OC0546'SCRATHED OR OTHERWISE DAMAGED BUT IS NOW SO WEATHER WORN THAT THERE IS
 OC0546'NO STAMPING THAT CAN BE READ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0020 ***********************************************************************
 OC0020  DESIGNATION -  33 C OF P
 OC0020  PID         -  OC0020
 OC0020  STATE/COUNTY-  ME/CUMBERLAND
 OC0020  USGS QUAD   -  PORTLAND WEST (1978)
 OC0020
 OC0020                         *CURRENT SURVEY CONTROL
 OC0020  ___________________________________________________________________
 OC0020* NAD 83(1986)-  43 39 58.     (N)    070 16 38.     (W)     SCALED    
 OC0020* NAVD 88     -         9.995  (meters)      32.79   (feet)  ADJUSTED  
 OC0020  ___________________________________________________________________
 OC0020  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 OC0020  DYNAMIC HT  -           9.993 (meters)      32.79  (feet)  COMP
 OC0020  MODELED GRAV-     980,498.7   (mgal)                       NAVD 88
 OC0020
 OC0020  VERT ORDER  -  FIRST     CLASS I
 OC0020
 OC0020.The horizontal coordinates were scaled from a topographic map and have
 OC0020.an estimated accuracy of +/- 6 seconds.
 OC0020
 OC0020.The orthometric height was determined by differential leveling
 OC0020.and adjusted by the National Geodetic Survey in June 1991..
 OC0020
 OC0020.The geoid height was determined by GEOID03.
 OC0020
 OC0020.The dynamic height is computed by dividing the NAVD 88
 OC0020.geopotential number by the normal gravity value computed on the
 OC0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0020.degrees latitude (g = 980.6199 gals.).
 OC0020
 OC0020.The modeled gravity was interpolated from observed gravity values.
 OC0020
 OC0020;                    North         East    Units  Estimated Accuracy
 OC0020;SPC ME W     -    92,520.      891,080.      MT  (+/- 180 meters Scaled)
 OC0020
 OC0020                          SUPERSEDED SURVEY CONTROL
 OC0020
 OC0020  NGVD 29 (??/??/92)   10.209  (m)           33.49   (f) ADJ UNCH    1 1
 OC0020
 OC0020.Superseded values are not recommended for survey control.
 OC0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0020.See file dsdata.txt to determine how the superseded data were derived.
 OC0020
 OC0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ970355(NAD 83)
 OC0020_MARKER: B = BOLT
 OC0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC0020_SP_SET: GRANITE POST
 OC0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC0020+STABILITY: SURFACE MOTION
 OC0020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OC0020+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2006
 OC0020
 OC0020  HISTORY     - Date     Condition        Report By
 OC0020  HISTORY     - UNK      MONUMENTED       ME6400
 OC0020  HISTORY     - 1966     GOOD             NGS
 OC0020  HISTORY     - 1990     GOOD             USPSQD
 OC0020  HISTORY     - 20060410 GOOD             USPSQD
 OC0020
 OC0020                          STATION DESCRIPTION
 OC0020
 OC0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 OC0020'AT PORTLAND.
 OC0020'AT PORTLAND, ABOUT 0.75 MILE NORTHWEST ALONG FOREST AVENUE FROM
 OC0020'THE POST OFFICE, NEAR THE INTERSECTION OF FOREST AVENUE AND
 OC0020'WILLIAMS STREET, 6.5 FEET NORTHWEST OF THE NORTHWEST CURB OF
 OC0020'THE STREET, 0.8 FOOT SOUTHWEST OF THE SOUTHWEST CURB OF THE
 OC0020'AVENUE, ABOUT LEVEL WITH THE SIDEWALK AND SET IN THE TOP OF A
 OC0020'GRANITE POST FLUSH.
 OC0020
 OC0020                          STATION RECOVERY (1990)
 OC0020
 OC0020'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMW)
 OC0020'RECOVERED IN GOOD CONDITION.
 OC0020
 OC0020                          STATION RECOVERY (2006)
 OC0020
 OC0020'RECOVERY NOTE BY US POWER SQUADRON 2006 (AMW)
 OC0020'THE SIDEWALK IS NOW MADE OF BRICKS AT THE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0671 ***********************************************************************
 RF0671  DESIGNATION -  33 JHS
 RF0671  PID         -  RF0671
 RF0671  STATE/COUNTY-  ME/AROOSTOOK
 RF0671  USGS QUAD   -  BIG BLACK RAPIDS (1986)
 RF0671
 RF0671                         *CURRENT SURVEY CONTROL
 RF0671  ___________________________________________________________________
 RF0671* NAD 83(1986)-  46 55 54.     (N)    069 23 03.     (W)     SCALED    
 RF0671* NAVD 88     -       328.395  (meters)    1077.41   (feet)  ADJUSTED  
 RF0671  ___________________________________________________________________
 RF0671  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 RF0671  DYNAMIC HT  -         328.423 (meters)    1077.50  (feet)  COMP
 RF0671  MODELED GRAV-     980,690.6   (mgal)                       NAVD 88
 RF0671
 RF0671  VERT ORDER  -  SECOND    CLASS II
 RF0671
 RF0671.The horizontal coordinates were scaled from a topographic map and have
 RF0671.an estimated accuracy of +/- 6 seconds.
 RF0671
 RF0671.The orthometric height was determined by differential leveling
 RF0671.and adjusted by the National Geodetic Survey in June 1991..
 RF0671
 RF0671.The geoid height was determined by GEOID03.
 RF0671
 RF0671.The dynamic height is computed by dividing the NAVD 88
 RF0671.geopotential number by the normal gravity value computed on the
 RF0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0671.degrees latitude (g = 980.6199 gals.).
 RF0671
 RF0671.The modeled gravity was interpolated from observed gravity values.
 RF0671
 RF0671;                    North         East    Units  Estimated Accuracy
 RF0671;SPC ME E     -   363,210.      232,680.      MT  (+/- 180 meters Scaled)
 RF0671
 RF0671                          SUPERSEDED SURVEY CONTROL
 RF0671
 RF0671.No superseded survey control is available for this station.
 RF0671
 RF0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM707976(NAD 83)
 RF0671_MARKER: DD = SURVEY DISK
 RF0671_SETTING: 80 = SET IN A BOULDER
 RF0671_SP_SET: BOULDER
 RF0671_STAMPING: 33 JHS 1984
 RF0671_MARK LOGO: USGS  
 RF0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0671+STABILITY: SURFACE MOTION
 RF0671
 RF0671  HISTORY     - Date     Condition        Report By
 RF0671  HISTORY     - 1984     MONUMENTED       USGS-M
 RF0671
 RF0671                          STATION DESCRIPTION
 RF0671
 RF0671'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1984
 RF0671'23.0 MI NNE FROM CLAYTON LAKE.
 RF0671'CLAYTON LAKE POST OFFICE, 0.8 MI (1.3 KM) NW. OF THENCE 18.6 MI
 RF0671'(29.9 KM) N. ALONG MAIN TRAVELED RD. TO JCT. WITH E.-W. RD. AND BM 17
 RF0671'JHS 1984 THENCE 6.1 MI (9.8 KM) E. TO JCT. WITH RD. LEADING N. TO
 RF0671'BLUE POND THENCE 9 MI (14.5 KM) N. TO BM, ON THE LEFT, ABOUT 0.2 MI
 RF0671'(0.3 KM) N. AND 2 MI (3.2 KM) W. OF SE. COR. OF T. 15, R. 13, WELS, 32
 RF0671'FT (9.8 M) NE. ALONG RD. THENCE 36 FT (11 M) NW. AND 0.6 FT (18.3 CM)
 RF0671'HIGHER THAN RD. AT TRAIL W., 5.6 FT (1.7 M) NW. OF WITNESS POST, SET
 RF0671'IN A BOULDER, ABOUT 3 FT (0.9 M) HIGHER THAN GROUND LEVEL.
 RF0671'THE MARK IS 0.6 FT ABOVE A TRAIL WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0633 ***********************************************************************
 RF0633  DESIGNATION -  33 ROD USGS
 RF0633  PID         -  RF0633
 RF0633  STATE/COUNTY-  ME/AROOSTOOK
 RF0633  USGS QUAD   -  GARDNER POND (1985)
 RF0633
 RF0633                         *CURRENT SURVEY CONTROL
 RF0633  ___________________________________________________________________
 RF0633* NAD 83(1986)-  46 58 02.     (N)    068 59 27.     (W)     SCALED    
 RF0633* NAVD 88     -       387.743  (meters)    1272.12   (feet)  ADJUSTED  
 RF0633  ___________________________________________________________________
 RF0633  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 RF0633  DYNAMIC HT  -         387.771 (meters)    1272.21  (feet)  COMP
 RF0633  MODELED GRAV-     980,675.2   (mgal)                       NAVD 88
 RF0633
 RF0633  VERT ORDER  -  SECOND    CLASS II
 RF0633
 RF0633.The horizontal coordinates were scaled from a topographic map and have
 RF0633.an estimated accuracy of +/- 6 seconds.
 RF0633
 RF0633.The orthometric height was determined by differential leveling
 RF0633.and adjusted by the National Geodetic Survey in June 1991..
 RF0633
 RF0633.The geoid height was determined by GEOID03.
 RF0633
 RF0633.The dynamic height is computed by dividing the NAVD 88
 RF0633.geopotential number by the normal gravity value computed on the
 RF0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0633.degrees latitude (g = 980.6199 gals.).
 RF0633
 RF0633.The modeled gravity was interpolated from observed gravity values.
 RF0633
 RF0633;                    North         East    Units  Estimated Accuracy
 RF0633;SPC ME E     -   366,900.      262,650.      MT  (+/- 180 meters Scaled)
 RF0633
 RF0633                          SUPERSEDED SURVEY CONTROL
 RF0633
 RF0633.No superseded survey control is available for this station.
 RF0633
 RF0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN006015(NAD 83)
 RF0633_MARKER: DB = BENCH MARK DISK
 RF0633_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RF0633_SP_SET: COPPER-CLAD STEEL ROD
 RF0633_STAMPING: 33 ROD 1983
 RF0633_MARK LOGO: USGS  
 RF0633_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0633
 RF0633  HISTORY     - Date     Condition        Report By
 RF0633  HISTORY     - 1983     MONUMENTED       USGS-M
 RF0633
 RF0633                          STATION DESCRIPTION
 RF0633
 RF0633'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1983
 RF0633'17.5 MI SSW FROM ST FRANCIS.
 RF0633'5.9 MI (9.5 KM) SOUTHWEST ALONG STATE HIGHWAY 161 FROM THE POST
 RF0633'OFFICE IN ST. FRANCIS, THENCE 8.7 MI (14 KM) SOUTH ALONG MAIN TRAVELED
 RF0633'ROAD TO ROAD FORK, THENCE 2.9 MI (4.7 KM) SOUTHWEST ALONG RIGHT ROAD
 RF0633'FORK TO A ROAD JUNCTION AND THE BM, 2.8 MI (4.5 KM) NORTHEAST OF WOOD
 RF0633'BRIDGE OVER BIG BROOK, 1.3 MI (2.1 KM) NORTHEAST OF SMALL WOOD BRIDGE
 RF0633'OVER SQUIRREL BROOK, 84 FT (25.6 M) WEST ALONG ROAD LEADING WEST,
 RF0633'THENCE 26 FT (7.9) M) SOUTH AND 7.2 FT (2.2 M) HIGHER THAN ROAD
 RF0633'JUNCTION, 1 FT (0.30 M) WEST OF A WITNESS POST IN CENTER OF SMALL
 RF0633'CLEARING, A ROD SUPPORTED USGS TABLET CENTERED IN PLASTIC PIPE
 RF0633'PROJECTING ABOUT 0.2 FT (0.06 M) AND STAMPED 33 ROD 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1269 ***********************************************************************
 PE1269  DESIGNATION -  339
 PE1269  PID         -  PE1269
 PE1269  STATE/COUNTY-  ME/KENNEBEC
 PE1269  USGS QUAD   -  PALERMO (1979)
 PE1269
 PE1269                         *CURRENT SURVEY CONTROL
 PE1269  ___________________________________________________________________
 PE1269* NAD 83(1986)-  44 27 14.     (N)    069 29 47.     (W)     SCALED    
 PE1269* NAVD 88     -       103.281  (meters)     338.85   (feet)  ADJUSTED  
 PE1269  ___________________________________________________________________
 PE1269  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 PE1269  DYNAMIC HT  -         103.273 (meters)     338.82  (feet)  COMP
 PE1269  MODELED GRAV-     980,540.0   (mgal)                       NAVD 88
 PE1269
 PE1269  VERT ORDER  -  SECOND    CLASS 0
 PE1269
 PE1269.The horizontal coordinates were scaled from a topographic map and have
 PE1269.an estimated accuracy of +/- 6 seconds.
 PE1269
 PE1269.The orthometric height was determined by differential leveling
 PE1269.and adjusted by the National Geodetic Survey in June 1991..
 PE1269
 PE1269.The geoid height was determined by GEOID03.
 PE1269
 PE1269.The dynamic height is computed by dividing the NAVD 88
 PE1269.geopotential number by the normal gravity value computed on the
 PE1269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1269.degrees latitude (g = 980.6199 gals.).
 PE1269
 PE1269.The modeled gravity was interpolated from observed gravity values.
 PE1269
 PE1269;                    North         East    Units  Estimated Accuracy
 PE1269;SPC ME W     -   180,270.      953,350.      MT  (+/- 180 meters Scaled)
 PE1269
 PE1269                          SUPERSEDED SURVEY CONTROL
 PE1269
 PE1269  NGVD 29 (??/??/92)  103.499  (m)          339.56   (f) ADJ UNCH    2 0
 PE1269
 PE1269.Superseded values are not recommended for survey control.
 PE1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1269.See file dsdata.txt to determine how the superseded data were derived.
 PE1269
 PE1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK605224(NAD 83)
 PE1269_MARKER: DD = SURVEY DISK
 PE1269_SETTING: 80 = SET IN A BOULDER
 PE1269_SP_SET: BOULDER
 PE1269_STAMPING: 339 1935
 PE1269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1269+STABILITY: SURFACE MOTION
 PE1269
 PE1269  HISTORY     - Date     Condition        Report By
 PE1269  HISTORY     - UNK      MONUMENTED       USGS
 PE1269  HISTORY     - 1935     GOOD             NGS
 PE1269
 PE1269                          STATION DESCRIPTION
 PE1269
 PE1269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PE1269'3 MI S FROM CHINA.
 PE1269'3.0 MILES SOUTH ALONG THE WISCASSET, WATERVILLE AND FARMINGTON
 PE1269'RAILROAD FROM CHINA, KENNEBEC COUNTY, NEAR THE STATION AT COLE,
 PE1269'AT THE SOUTHWEST CORNER OF A ROAD CROSSING, 350 FEET WEST OF THE
 PE1269'CENTERLINE OF THE TRACK, AND IN THE TOP OF A BOULDER.  A UNITED
 PE1269'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 339 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1206 ***********************************************************************
 PE1206  DESIGNATION -  34
 PE1206  PID         -  PE1206
 PE1206  STATE/COUNTY-  ME/KENNEBEC
 PE1206  USGS QUAD   -  TOGUS POND (1982)
 PE1206
 PE1206                         *CURRENT SURVEY CONTROL
 PE1206  ___________________________________________________________________
 PE1206* NAD 83(1986)-  44 21 41.     (N)    069 44 32.     (W)     SCALED    
 PE1206* NAVD 88     -        11.074  (meters)      36.33   (feet)  ADJUSTED  
 PE1206  ___________________________________________________________________
 PE1206  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 PE1206  DYNAMIC HT  -          11.073 (meters)      36.33  (feet)  COMP
 PE1206  MODELED GRAV-     980,527.7   (mgal)                       NAVD 88
 PE1206
 PE1206  VERT ORDER  -  SECOND    CLASS 0
 PE1206
 PE1206.The horizontal coordinates were scaled from a topographic map and have
 PE1206.an estimated accuracy of +/- 6 seconds.
 PE1206
 PE1206.The orthometric height was determined by differential leveling
 PE1206.and adjusted by the National Geodetic Survey in June 1991..
 PE1206
 PE1206.The geoid height was determined by GEOID03.
 PE1206
 PE1206.The dynamic height is computed by dividing the NAVD 88
 PE1206.geopotential number by the normal gravity value computed on the
 PE1206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1206.degrees latitude (g = 980.6199 gals.).
 PE1206
 PE1206.The modeled gravity was interpolated from observed gravity values.
 PE1206
 PE1206;                    North         East    Units  Estimated Accuracy
 PE1206;SPC ME W     -   169,860.      933,840.      MT  (+/- 180 meters Scaled)
 PE1206
 PE1206                          SUPERSEDED SURVEY CONTROL
 PE1206
 PE1206  NGVD 29 (??/??/92)   11.296  (m)           37.06   (f) ADJ UNCH    2 0
 PE1206
 PE1206.Superseded values are not recommended for survey control.
 PE1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1206.See file dsdata.txt to determine how the superseded data were derived.
 PE1206
 PE1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK408122(NAD 83)
 PE1206_MARKER: DD = SURVEY DISK
 PE1206_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE1206_SP_SET: CULVERT
 PE1206_STAMPING: AUGUSTA 34 1903 MAINE
 PE1206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE1206
 PE1206  HISTORY     - Date     Condition        Report By
 PE1206  HISTORY     - 1903     MONUMENTED       USGS
 PE1206  HISTORY     - 1935     GOOD             NGS
 PE1206
 PE1206                          STATION DESCRIPTION
 PE1206
 PE1206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PE1206'3.9 MI NE FROM AUGUSTA.
 PE1206'3.9 MILES NORTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE1206'STATION AT AUGUSTA, KENNEBEC COUNTY, 6 POLES NORTHEAST OF
 PE1206'MILEPOST P 66-V 185, 10.6 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 PE1206'AND IN THE FOURTH STONE LAYER OF THE SOUTH GRANITE ABUTMENT OF
 PE1206'A CULVERT.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 PE1206'STAMPED AUGUSTA 34 1903 MAINE AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0900 ***********************************************************************
 PE0900  DESIGNATION -  34
 PE0900  PID         -  PE0900
 PE0900  STATE/COUNTY-  ME/WALDO
 PE0900  USGS QUAD   -  LINCOLNVILLE (1973)
 PE0900
 PE0900                         *CURRENT SURVEY CONTROL
 PE0900  ___________________________________________________________________
 PE0900* NAD 83(1986)-  44 17 54.     (N)    069 00 14.     (W)     SCALED    
 PE0900* NAVD 88     -        10.155  (meters)      33.32   (feet)  ADJUSTED  
 PE0900  ___________________________________________________________________
 PE0900  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 PE0900  DYNAMIC HT  -          10.154 (meters)      33.31  (feet)  COMP
 PE0900  MODELED GRAV-     980,542.4   (mgal)                       NAVD 88
 PE0900
 PE0900  VERT ORDER  -  SECOND    CLASS 0
 PE0900
 PE0900.The horizontal coordinates were scaled from a topographic map and have
 PE0900.an estimated accuracy of +/- 6 seconds.
 PE0900
 PE0900.The orthometric height was determined by differential leveling
 PE0900.and adjusted by the National Geodetic Survey in June 1991..
 PE0900
 PE0900.The geoid height was determined by GEOID03.
 PE0900
 PE0900.The dynamic height is computed by dividing the NAVD 88
 PE0900.geopotential number by the normal gravity value computed on the
 PE0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0900.degrees latitude (g = 980.6199 gals.).
 PE0900
 PE0900.The modeled gravity was interpolated from observed gravity values.
 PE0900
 PE0900;                    North         East    Units  Estimated Accuracy
 PE0900;SPC ME E     -    70,300.      259,790.      MT  (+/- 180 meters Scaled)
 PE0900
 PE0900                          SUPERSEDED SURVEY CONTROL
 PE0900
 PE0900  NGVD 29 (??/??/92)   10.377  (m)           34.05   (f) ADJ UNCH    2 0
 PE0900
 PE0900.Superseded values are not recommended for survey control.
 PE0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0900.See file dsdata.txt to determine how the superseded data were derived.
 PE0900
 PE0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK996050(NAD 83)
 PE0900_MARKER: DD = SURVEY DISK
 PE0900_SETTING: 66 = SET IN ROCK OUTCROP
 PE0900_SP_SET: ROCK OUTCROP
 PE0900_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0900+STABILITY: POSITION/ELEVATION WELL
 PE0900
 PE0900  HISTORY     - Date     Condition        Report By
 PE0900  HISTORY     - UNK      MONUMENTED       USGS
 PE0900  HISTORY     - 1935     GOOD             NGS
 PE0900
 PE0900                          STATION DESCRIPTION
 PE0900
 PE0900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PE0900'1.2 MI N FROM LINCOLNVILLE.
 PE0900'1.2 MILES NORTH ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 PE0900'LINCOLNVILLE, WALDO COUNTY, 170 FEET EAST OF THE EAST END OF A
 PE0900'CONCRETE BRIDGE OVER DUCKTRAP RIVER, 23 YARDS NORTH OF THE
 PE0900'CENTERLINE OF THE HIGHWAY, IN THE TOP OF A SOLID LEDGE ROCK
 PE0900'OUTCROP, AND 5 FEET LOWER THAN THE HIGHWAY.  A UNITED STATES
 PE0900'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 34.045 AUGUSTA MAINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0021 ***********************************************************************
 OC0021  DESIGNATION -  34 C OF P
 OC0021  PID         -  OC0021
 OC0021  STATE/COUNTY-  ME/CUMBERLAND
 OC0021  USGS QUAD   -  PORTLAND WEST (1978)
 OC0021
 OC0021                         *CURRENT SURVEY CONTROL
 OC0021  ___________________________________________________________________
 OC0021* NAD 83(1986)-  43 40 02.     (N)    070 16 45.     (W)     SCALED    
 OC0021* NAVD 88     -        10.525  (meters)      34.53   (feet)  ADJUSTED  
 OC0021  ___________________________________________________________________
 OC0021  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 OC0021  DYNAMIC HT  -          10.524 (meters)      34.53  (feet)  COMP
 OC0021  MODELED GRAV-     980,498.5   (mgal)                       NAVD 88
 OC0021
 OC0021  VERT ORDER  -  FIRST     CLASS I
 OC0021
 OC0021.The horizontal coordinates were scaled from a topographic map and have
 OC0021.an estimated accuracy of +/- 6 seconds.
 OC0021
 OC0021.The orthometric height was determined by differential leveling
 OC0021.and adjusted by the National Geodetic Survey in June 1991..
 OC0021
 OC0021.The geoid height was determined by GEOID03.
 OC0021
 OC0021.The dynamic height is computed by dividing the NAVD 88
 OC0021.geopotential number by the normal gravity value computed on the
 OC0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0021.degrees latitude (g = 980.6199 gals.).
 OC0021
 OC0021.The modeled gravity was interpolated from observed gravity values.
 OC0021
 OC0021;                    North         East    Units  Estimated Accuracy
 OC0021;SPC ME W     -    92,650.      890,930.      MT  (+/- 180 meters Scaled)
 OC0021
 OC0021                          SUPERSEDED SURVEY CONTROL
 OC0021
 OC0021  NGVD 29 (??/??/92)   10.739  (m)           35.23   (f) ADJ UNCH    1 1
 OC0021
 OC0021.Superseded values are not recommended for survey control.
 OC0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0021.See file dsdata.txt to determine how the superseded data were derived.
 OC0021
 OC0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ968357(NAD 83)
 OC0021_MARKER: B = BOLT
 OC0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC0021_SP_SET: GRANITE POST
 OC0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC0021+STABILITY: SURFACE MOTION
 OC0021
 OC0021  HISTORY     - Date     Condition        Report By
 OC0021  HISTORY     - UNK      MONUMENTED       ME6400
 OC0021  HISTORY     - 1966     GOOD             NGS
 OC0021  HISTORY     - 1990     GOOD             USPSQD
 OC0021  HISTORY     - 20060410 GOOD             USPSQD
 OC0021
 OC0021                          STATION DESCRIPTION
 OC0021
 OC0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 OC0021'AT PORTLAND.
 OC0021'AT PORTLAND, ABOUT 0.85 MILE NORTHWEST ALONG FOREST AVENUE FROM
 OC0021'THE POST OFFICE, NEAR THE INTERSECTION OF FOREST AVENUE AND NOYES
 OC0021'STREET, 9.0 FEET NORTHWEST OF THE NORTHWEST CURB OF THE STREET,
 OC0021'8.5 FEET SOUTHWEST OF THE SOUTHWEST CURB OF THE AVENUE, ABOUT
 OC0021'LEVEL WITH THE SIDEWALK AND SET IN THE TOP OF A GRANITE POST
 OC0021'FLUSH.
 OC0021
 OC0021                          STATION RECOVERY (1990)
 OC0021
 OC0021'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMW)
 OC0021'RECOVERED IN GOOD CONDITION.
 OC0021
 OC0021                          STATION RECOVERY (2006)
 OC0021
 OC0021'RECOVERY NOTE BY US POWER SQUADRON 2006 (AMW)
 OC0021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0672 ***********************************************************************
 RF0672  DESIGNATION -  34 JHS
 RF0672  PID         -  RF0672
 RF0672  STATE/COUNTY-  ME/AROOSTOOK
 RF0672  USGS QUAD   -  MC KINNON BROOK (1986)
 RF0672
 RF0672                         *CURRENT SURVEY CONTROL
 RF0672  ___________________________________________________________________
 RF0672* NAD 83(1986)-  46 56 15.     (N)    069 22 25.     (W)     SCALED    
 RF0672* NAVD 88     -       343.401  (meters)    1126.64   (feet)  ADJUSTED  
 RF0672  ___________________________________________________________________
 RF0672  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 RF0672  DYNAMIC HT  -         343.431 (meters)    1126.74  (feet)  COMP
 RF0672  MODELED GRAV-     980,691.4   (mgal)                       NAVD 88
 RF0672
 RF0672  VERT ORDER  -  SECOND    CLASS II
 RF0672
 RF0672.The horizontal coordinates were scaled from a topographic map and have
 RF0672.an estimated accuracy of +/- 6 seconds.
 RF0672
 RF0672.The orthometric height was determined by differential leveling
 RF0672.and adjusted by the National Geodetic Survey in June 1991..
 RF0672
 RF0672.The geoid height was determined by GEOID03.
 RF0672
 RF0672.The dynamic height is computed by dividing the NAVD 88
 RF0672.geopotential number by the normal gravity value computed on the
 RF0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0672.degrees latitude (g = 980.6199 gals.).
 RF0672
 RF0672.The modeled gravity was interpolated from observed gravity values.
 RF0672
 RF0672;                    North         East    Units  Estimated Accuracy
 RF0672;SPC ME E     -   363,850.      233,490.      MT  (+/- 180 meters Scaled)
 RF0672
 RF0672                          SUPERSEDED SURVEY CONTROL
 RF0672
 RF0672.No superseded survey control is available for this station.
 RF0672
 RF0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM715982(NAD 83)
 RF0672_MARKER: DD = SURVEY DISK
 RF0672_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RF0672+WITH SETTING: INFORMATION.
 RF0672_SP_SET: SHALLOW-SET METAL ROD
 RF0672_STAMPING: 34 JHS 1984
 RF0672_MARK LOGO: USGS  
 RF0672_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RF0672
 RF0672  HISTORY     - Date     Condition        Report By
 RF0672  HISTORY     - 1984     MONUMENTED       USGS-M
 RF0672
 RF0672                          STATION DESCRIPTION
 RF0672
 RF0672'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1984
 RF0672'23.7 MI NNE FROM CLAYTON LAKE.
 RF0672'CLAYTON LAKE POST OFFICE, 0.8 MI (1.3 KM) NW. OF THENCE 18.6 MI
 RF0672'(29.9 KM) N. ALONG MAIN TRAVELED RD. TO JCT. WITH E.-W. RD. AND BM 17
 RF0672'JHS 1984 THENCE 6.1 MI (9.8 KM) E. TO JCT. WITH RD. LEADING N. TO
 RF0672'BLUE POND THENCE 9.8 MI (15.8 KM) N. TO THE BM, ON THE RIGHT, 1 MI
 RF0672'(1.6 KM) N. AND 1.7 MI (2.7 KM) W. OF SE. COR. OF T. 15, R. 13, WELS,
 RF0672'105 FT (32 M) E. AND 5.7 FT (1.7 M) HIGHER THAN RD. AT ENTRANCE E. IN-
 RF0672'TO SMALL CLEARING, 2.2 FT (0.67 M) W. OF WITNESS POST, A STANDARD ROD
 RF0672'SUPPORTED TABLET CENTERED IN PLASTIC PIPE AT GROUND LEVEL.
 RF0672'THE MARK IS 5.7 FT ABOVE AN ENTRANCE EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0634 ***********************************************************************
 RF0634  DESIGNATION -  34 ROD USGS
 RF0634  PID         -  RF0634
 RF0634  STATE/COUNTY-  ME/AROOSTOOK
 RF0634  USGS QUAD   -  MC KEEN LAKE (1986)
 RF0634
 RF0634                         *CURRENT SURVEY CONTROL
 RF0634  ___________________________________________________________________
 RF0634* NAD 83(1986)-  46 58 30.     (N)    069 00 27.     (W)     SCALED    
 RF0634* NAVD 88     -       371.012  (meters)    1217.23   (feet)  ADJUSTED  
 RF0634  ___________________________________________________________________
 RF0634  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 RF0634  DYNAMIC HT  -         371.040 (meters)    1217.32  (feet)  COMP
 RF0634  MODELED GRAV-     980,679.1   (mgal)                       NAVD 88
 RF0634
 RF0634  VERT ORDER  -  SECOND    CLASS II
 RF0634
 RF0634.The horizontal coordinates were scaled from a topographic map and have
 RF0634.an estimated accuracy of +/- 6 seconds.
 RF0634
 RF0634.The orthometric height was determined by differential leveling
 RF0634.and adjusted by the National Geodetic Survey in June 1991..
 RF0634
 RF0634.The geoid height was determined by GEOID03.
 RF0634
 RF0634.The dynamic height is computed by dividing the NAVD 88
 RF0634.geopotential number by the normal gravity value computed on the
 RF0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0634.degrees latitude (g = 980.6199 gals.).
 RF0634
 RF0634.The modeled gravity was interpolated from observed gravity values.
 RF0634
 RF0634;                    North         East    Units  Estimated Accuracy
 RF0634;SPC ME E     -   367,770.      261,390.      MT  (+/- 180 meters Scaled)
 RF0634
 RF0634                          SUPERSEDED SURVEY CONTROL
 RF0634
 RF0634.No superseded survey control is available for this station.
 RF0634
 RF0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN994023(NAD 83)
 RF0634_MARKER: DB = BENCH MARK DISK
 RF0634_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RF0634_SP_SET: COPPER-CLAD STEEL ROD
 RF0634_STAMPING: 34 ROD 1983
 RF0634_MARK LOGO: USGS  
 RF0634_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0634
 RF0634  HISTORY     - Date     Condition        Report By
 RF0634  HISTORY     - 1983     MONUMENTED       USGS-M
 RF0634
 RF0634                          STATION DESCRIPTION
 RF0634
 RF0634'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1983
 RF0634'18.5 MI SSW FROM ST FRANCIS.
 RF0634'5.9 MI (9.5 KM) SOUTHWEST ALONG STATE HIGHWAY 161 FROM THE POST OFFICE
 RF0634'IN ST. FRANCIS, THENCE 8.7 MI (14 KM) SOUTH ALONG MAIN TRAVELED ROAD
 RF0634'TO ROAD FORK, THENCE 2.9 MI (4.7 KM) SOUTHWEST ALONG RIGHT ROAD FORK
 RF0634'TO A ROAD JUNCTION, THENCE 1 MI (1.6 KM) WEST ALONG ROAD TO BM, 0.15
 RF0634'MI (0.09 KM) SOUTHEAST OF ROAD CROSSING SQUIRREL BROOK, 29 FT (8.8 M)
 RF0634'NORTHEAST AND 2.5 FT (0.76 M) HIGHER THAN ROAD, AT A CURVE, 1.5 FT
 RF0634'(0.46 M) NORTHEAST OF WITNESS POST, A ROD SUPPORTED USGS TABLET
 RF0634'CENTERED IN PLASTIC PIPE PROJECTING ABOUT 0.2 FT (0.06 M) AND STAMPED
 RF0634'34 ROD 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1014 ***********************************************************************
 PE1014  DESIGNATION -  346
 PE1014  PID         -  PE1014
 PE1014  STATE/COUNTY-  ME/KENNEBEC
 PE1014  USGS QUAD   -  PALERMO (1979)
 PE1014
 PE1014                         *CURRENT SURVEY CONTROL
 PE1014  ___________________________________________________________________
 PE1014* NAD 83(1986)-  44 24 32.     (N)    069 28 27.     (W)     SCALED    
 PE1014* NAVD 88     -       105.478  (meters)     346.06   (feet)  ADJUSTED  
 PE1014  ___________________________________________________________________
 PE1014  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 PE1014  DYNAMIC HT  -         105.470 (meters)     346.03  (feet)  COMP
 PE1014  MODELED GRAV-     980,536.0   (mgal)                       NAVD 88
 PE1014
 PE1014  VERT ORDER  -  SECOND    CLASS 0
 PE1014
 PE1014.The horizontal coordinates were scaled from a topographic map and have
 PE1014.an estimated accuracy of +/- 6 seconds.
 PE1014
 PE1014.The orthometric height was determined by differential leveling
 PE1014.and adjusted by the National Geodetic Survey in June 1991..
 PE1014
 PE1014.The geoid height was determined by GEOID03.
 PE1014
 PE1014.The dynamic height is computed by dividing the NAVD 88
 PE1014.geopotential number by the normal gravity value computed on the
 PE1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1014.degrees latitude (g = 980.6199 gals.).
 PE1014
 PE1014.The modeled gravity was interpolated from observed gravity values.
 PE1014
 PE1014;                    North         East    Units  Estimated Accuracy
 PE1014;SPC ME W     -   175,280.      955,160.      MT  (+/- 180 meters Scaled)
 PE1014
 PE1014                          SUPERSEDED SURVEY CONTROL
 PE1014
 PE1014  NGVD 29 (??/??/92)  105.693  (m)          346.76   (f) ADJ UNCH    2 0
 PE1014
 PE1014.Superseded values are not recommended for survey control.
 PE1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1014.See file dsdata.txt to determine how the superseded data were derived.
 PE1014
 PE1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK622173(NAD 83)
 PE1014_MARKER: DD = SURVEY DISK
 PE1014_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE1014_SP_SET: ABUTMENT
 PE1014_STAMPING: MAINE 346 FT
 PE1014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE1014
 PE1014  HISTORY     - Date     Condition        Report By
 PE1014  HISTORY     - UNK      MONUMENTED       USGS
 PE1014  HISTORY     - 1935     GOOD             NGS
 PE1014  HISTORY     - 20011105 MARK NOT FOUND   USPSQD
 PE1014
 PE1014                          STATION DESCRIPTION
 PE1014
 PE1014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PE1014'0.2 MI N FROM PALERMO.
 PE1014'IN KENNEBEC COUNTY, 0.2 MILE NORTH ALONG STATE HIGHWAY 3 FROM THE
 PE1014'POST OFFICE AT PALERMO, WALDO COUNTY, 80 YARDS NORTHWEST OF THE
 PE1014'PALERMO-CHINA TOWN LINE, IN THE TOP OF THE NORTHEAST END OF THE
 PE1014'SOUTHEAST ABUTMENT OF A CONCRETE BRIDGE OVER WEST BRANCH SHEEPSCOT
 PE1014'RIVER, AND LEVEL WITH THE CONCRETE.  A UNITED STATES GEOLOGICAL
 PE1014'SURVEY STANDARD DISK, STAMPED MAINE 346 FT.
 PE1014
 PE1014                          STATION RECOVERY (2001)
 PE1014
 PE1014'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 PE1014'PO RAZED IN 1966.  SITE NOW A PARKING LOT ACROSS STREET FROM NEW PO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0116 ***********************************************************************
 PE0116  DESIGNATION -  349
 PE0116  PID         -  PE0116
 PE0116  STATE/COUNTY-  ME/HANCOCK
 PE0116  USGS QUAD   -  EASTBROOK (1981)
 PE0116
 PE0116                         *CURRENT SURVEY CONTROL
 PE0116  ___________________________________________________________________
 PE0116* NAD 83(1986)-  44 39 21.     (N)    068 15 46.     (W)     SCALED    
 PE0116* NAVD 88     -       106.356  (meters)     348.94   (feet)  ADJUSTED  
 PE0116  ___________________________________________________________________
 PE0116  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 PE0116  DYNAMIC HT  -         106.348 (meters)     348.91  (feet)  COMP
 PE0116  MODELED GRAV-     980,541.9   (mgal)                       NAVD 88
 PE0116
 PE0116  VERT ORDER  -  SECOND    CLASS 0
 PE0116
 PE0116.The horizontal coordinates were scaled from a topographic map and have
 PE0116.an estimated accuracy of +/- 6 seconds.
 PE0116
 PE0116.The orthometric height was determined by differential leveling
 PE0116.and adjusted by the National Geodetic Survey in June 1991..
 PE0116
 PE0116.The geoid height was determined by GEOID03.
 PE0116
 PE0116.The dynamic height is computed by dividing the NAVD 88
 PE0116.geopotential number by the normal gravity value computed on the
 PE0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0116.degrees latitude (g = 980.6199 gals.).
 PE0116
 PE0116.The modeled gravity was interpolated from observed gravity values.
 PE0116
 PE0116;                    North         East    Units  Estimated Accuracy
 PE0116;SPC ME E     -   109,930.      318,810.      MT  (+/- 180 meters Scaled)
 PE0116
 PE0116                          SUPERSEDED SURVEY CONTROL
 PE0116
 PE0116  NGVD 29 (??/??/92)  106.556  (m)          349.59   (f) ADJ UNCH    2 0
 PE0116
 PE0116.Superseded values are not recommended for survey control.
 PE0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0116.See file dsdata.txt to determine how the superseded data were derived.
 PE0116
 PE0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK584449(NAD 83)
 PE0116_MARKER: DD = SURVEY DISK
 PE0116_SETTING: 80 = SET IN A BOULDER
 PE0116_SP_SET: BOULDER
 PE0116_STAMPING: 349 ME
 PE0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0116+STABILITY: SURFACE MOTION
 PE0116
 PE0116  HISTORY     - Date     Condition        Report By
 PE0116  HISTORY     - UNK      MONUMENTED       USGS
 PE0116  HISTORY     - 1953     GOOD             NGS
 PE0116  HISTORY     - 1987     GOOD             USPSQD
 PE0116
 PE0116                          STATION DESCRIPTION
 PE0116
 PE0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 PE0116'1.5 MI S FROM EASTBROOK.
 PE0116'1.5 MILES SOUTH ALONG STATE HIGHWAY 200 FROM THE BAPTIST CHURCH
 PE0116'AT EASTBROOK, ABOUT 0.15 MILE SOUTH OF A SCHOOL, ABOUT 90 YARDS
 PE0116'NORTH OF LARGE FARM HOUSE OF J.G. PIPER, IN A LARGE HAY FIELD,
 PE0116'131 FEET EAST OF CENTER LINE OF HIGHWAY, 109 FEET EAST OF
 PE0116'POWER POLE NO. 102 WITH A TRANSFORMER AND A BRANCH LINE EXTENDING
 PE0116'NORTHWEST ACROSS HIGHWAY TO LARGE HOUSE OF H.R. JELLISON, 142
 PE0116'FEET NORTHEAST OF CENTER OF JUNCTION OF DRIVE SOUTHEAST OF PIPER
 PE0116'RESIDENCE, IN THE TOP AND NEAR THE CENTER OF AN EMBEDDED BOULDER
 PE0116'WITH ABOUT 2 BY 3 FOOT EXPOSED SURFACE AND ABOUT FLUSH WITH
 PE0116'GROUND.
 PE0116
 PE0116                          STATION RECOVERY (1987)
 PE0116
 PE0116'RECOVERY NOTE BY US POWER SQUADRON 1987 (ELG)
 PE0116'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0134 ***********************************************************************
 PF0134  DESIGNATION -  349 USGS RESET 1953
 PF0134  PID         -  PF0134
 PF0134  STATE/COUNTY-  ME/ANDROSCOGGIN
 PF0134  USGS QUAD   -  LIVERMORE FALLS (1967)
 PF0134
 PF0134                         *CURRENT SURVEY CONTROL
 PF0134  ___________________________________________________________________
 PF0134* NAD 83(1986)-  44 28 23.     (N)    070 11 22.     (W)     SCALED    
 PF0134* NAVD 88     -       106.38   (meters)     349.0    (feet)  RESET     
 PF0134  ___________________________________________________________________
 PF0134  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 PF0134
 PF0134  VERT ORDER  -  THIRD
 PF0134
 PF0134.The horizontal coordinates were scaled from a topographic map and have
 PF0134.an estimated accuracy of +/- 6 seconds.
 PF0134
 PF0134.The orthometric height was computed from unverified reset data.
 PF0134
 PF0134.The geoid height was determined by GEOID03.
 PF0134
 PF0134;                    North         East    Units  Estimated Accuracy
 PF0134;SPC ME W     -   182,180.      898,190.      MT  (+/- 180 meters Scaled)
 PF0134
 PF0134                          SUPERSEDED SURVEY CONTROL
 PF0134
 PF0134  NGVD 29 (??/??/??)  106.50   (m)          349.4    (f) RESET       3  
 PF0134
 PF0134.Superseded values are not recommended for survey control.
 PF0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0134.See file dsdata.txt to determine how the superseded data were derived.
 PF0134
 PF0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK053251(NAD 83)
 PF0134_MARKER: DD = SURVEY DISK
 PF0134_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PF0134_SP_SET: BUILDING
 PF0134_STAMPING: 349 RESET 1953
 PF0134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0134
 PF0134  HISTORY     - Date     Condition        Report By
 PF0134  HISTORY     - 1953     MONUMENTED       USGS
 PF0134  HISTORY     - 19920724 GOOD             USPSQD
 PF0134
 PF0134                          STATION DESCRIPTION
 PF0134
 PF0134'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 PF0134'AT LIVERMORE FALLS.
 PF0134'AT LIVERMORE FALLS, 130 FEET SOUTHWEST OF THE CROSSING OF THE
 PF0134'MAINE CENTRAL RAILROAD AND STATE HIGHWAY 17, AT THE J. GUY
 PF0134'COOLIDGE CLOTHING STORE, IN THE SOUTHWEST SIDE OF THE SOUTHEAST
 PF0134'CORNER, AND ABOUT 1 FOOT ABOVE GROUND.  A U.S. GEOLOGICAL SURVEY
 PF0134'STANDARD DISK, STAMPED 349 RESET 1953 AND SET VERTICALLY.
 PF0134
 PF0134                          STATION RECOVERY (1992)
 PF0134
 PF0134'RECOVERY NOTE BY US POWER SQUADRON 1992 (AMW)
 PF0134'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1044 ***********************************************************************
 PE1044  DESIGNATION -  35
 PE1044  PID         -  PE1044
 PE1044  STATE/COUNTY-  ME/KNOX
 PE1044  USGS QUAD   -  ROCKLAND (1979)
 PE1044
 PE1044                         *CURRENT SURVEY CONTROL
 PE1044  ___________________________________________________________________
 PE1044* NAD 83(1986)-  44 06 16.     (N)    069 06 37.     (W)     SCALED    
 PE1044* NAVD 88     -        10.497  (meters)      34.44   (feet)  ADJUSTED  
 PE1044  ___________________________________________________________________
 PE1044  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 PE1044  DYNAMIC HT  -          10.496 (meters)      34.44  (feet)  COMP
 PE1044  MODELED GRAV-     980,526.3   (mgal)                       NAVD 88
 PE1044
 PE1044  VERT ORDER  -  SECOND    CLASS 0
 PE1044
 PE1044.The horizontal coordinates were scaled from a topographic map and have
 PE1044.an estimated accuracy of +/- 6 seconds.
 PE1044
 PE1044.The orthometric height was determined by differential leveling
 PE1044.and adjusted by the National Geodetic Survey in June 1991..
 PE1044
 PE1044.The geoid height was determined by GEOID03.
 PE1044
 PE1044.The dynamic height is computed by dividing the NAVD 88
 PE1044.geopotential number by the normal gravity value computed on the
 PE1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1044.degrees latitude (g = 980.6199 gals.).
 PE1044
 PE1044.The modeled gravity was interpolated from observed gravity values.
 PE1044
 PE1044;                    North         East    Units  Estimated Accuracy
 PE1044;SPC ME E     -    48,820.      251,140.      MT  (+/- 180 meters Scaled)
 PE1044
 PE1044                          SUPERSEDED SURVEY CONTROL
 PE1044
 PE1044  NGVD 29 (??/??/92)   10.705  (m)           35.12   (f) ADJ UNCH    2 0
 PE1044
 PE1044.Superseded values are not recommended for survey control.
 PE1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1044.See file dsdata.txt to determine how the superseded data were derived.
 PE1044
 PE1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ911834(NAD 83)
 PE1044_MARKER: DD = SURVEY DISK
 PE1044_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE1044_SP_SET: WATER TABLE
 PE1044_STAMPING: MAINE 35 AUGUSTA
 PE1044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE1044
 PE1044  HISTORY     - Date     Condition        Report By
 PE1044  HISTORY     - UNK      MONUMENTED       USGS
 PE1044  HISTORY     - 1962     GOOD             NGS
 PE1044  HISTORY     - 20040824 MARK NOT FOUND   USPSQD
 PE1044
 PE1044                          STATION DESCRIPTION
 PE1044
 PE1044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PE1044'AT ROCKLAND.
 PE1044'AT ROCKLAND, ALONG THE SOUTH WALL AND ON TOP OF THE WATER TABLE
 PE1044'OF THE U.S. POST OFFICE BUILDING, 4.8 FEET EAST OF THE SOUTHWEST
 PE1044'CORNER OF THE BUILDING, 52.4 FEET WEST OF C AND GS BENCH MARK
 PE1044'NO. 10, 55.9 FEET WEST OF THE SOUTHEAST CORNER OF THE BUILDING
 PE1044'AND 2 1/2 FEET ABOVE THELEVEL OF THE GROUND.
 PE1044
 PE1044                          STATION RECOVERY (2004)
 PE1044
 PE1044'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMW)
 PE1044'THE POST OFFICE IS IN A FEDERAL OFFICE COMPLEX BUILT IN 1967 ACROSS
 PE1044'SCHOOL ST. FROM WHERE THE OLD P.O. BUILDING WAS. THE SITE IS NOW A
 PE1044'PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0673 ***********************************************************************
 RF0673  DESIGNATION -  35 JHS
 RF0673  PID         -  RF0673
 RF0673  STATE/COUNTY-  ME/AROOSTOOK
 RF0673  USGS QUAD   -  BIG BLACK RAPIDS (1986)
 RF0673
 RF0673                         *CURRENT SURVEY CONTROL
 RF0673  ___________________________________________________________________
 RF0673* NAD 83(1986)-  46 57 02.     (N)    069 22 29.     (W)     SCALED    
 RF0673* NAVD 88     -       273.281  (meters)     896.59   (feet)  ADJUSTED  
 RF0673  ___________________________________________________________________
 RF0673  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 RF0673  DYNAMIC HT  -         273.304 (meters)     896.66  (feet)  COMP
 RF0673  MODELED GRAV-     980,692.9   (mgal)                       NAVD 88
 RF0673
 RF0673  VERT ORDER  -  SECOND    CLASS II
 RF0673
 RF0673.The horizontal coordinates were scaled from a topographic map and have
 RF0673.an estimated accuracy of +/- 6 seconds.
 RF0673
 RF0673.The orthometric height was determined by differential leveling
 RF0673.and adjusted by the National Geodetic Survey in June 1991..
 RF0673
 RF0673.The geoid height was determined by GEOID03.
 RF0673
 RF0673.The dynamic height is computed by dividing the NAVD 88
 RF0673.geopotential number by the normal gravity value computed on the
 RF0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0673.degrees latitude (g = 980.6199 gals.).
 RF0673
 RF0673.The modeled gravity was interpolated from observed gravity values.
 RF0673
 RF0673;                    North         East    Units  Estimated Accuracy
 RF0673;SPC ME E     -   365,300.      233,420.      MT  (+/- 180 meters Scaled)
 RF0673
 RF0673                          SUPERSEDED SURVEY CONTROL
 RF0673
 RF0673.No superseded survey control is available for this station.
 RF0673
 RF0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM714997(NAD 83)
 RF0673_MARKER: DD = SURVEY DISK
 RF0673_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RF0673+WITH SETTING: INFORMATION.
 RF0673_SP_SET: SHALLOW-SET METAL ROD
 RF0673_STAMPING: 35 JHS 1984
 RF0673_MARK LOGO: USGS  
 RF0673_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RF0673
 RF0673  HISTORY     - Date     Condition        Report By
 RF0673  HISTORY     - 1984     MONUMENTED       USGS-M
 RF0673
 RF0673                          STATION DESCRIPTION
 RF0673
 RF0673'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1984
 RF0673'24.6 MI NNE FROM CLAYTON LAKE.
 RF0673'CLAYTON LAKE POST OFFICE, 0.8 MI (1.3 KM) NW. OF THENCE 18.6 MI
 RF0673'(29.9 KM) N. ALONG MAIN TRAVELED RD. TO JCT. WITH E.-W. RD. AND BM
 RF0673'17 JHS 1984 THENCE 6.1 MI (9.8 KM) E. TO JCT. WITH RD. LEADING N. TO
 RF0673'BLUE POND THENCE 10.9 MI (17.5 KM) N. TO THE BM, ON THE RIGHT, 1.8 MI
 RF0673'(2.9 KM) N. AND 1.8 MI (2.9 KM) W. OF SE. COR. OF T. 15, R. 13, WELS,
 RF0673'65 FT (19.8 M) S., 16 FT (4.9 M) E. AND 6 FT (1.9 M) HIGHER THAN RD.
 RF0673'JCT. SE., 3 FT (0.91 M) NE. OF A WITNESS POST, A STANDARD ROD SUP-
 RF0673'PORTED TABLET CENTERED IN PLASTIC PIPE AT GROUND LEVEL.
 RF0673'THE MARK IS 6.1 FT ABOVE A ROAD JUNCTION SE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0635 ***********************************************************************
 RF0635  DESIGNATION -  35 ROD USGS
 RF0635  PID         -  RF0635
 RF0635  STATE/COUNTY-  ME/AROOSTOOK
 RF0635  USGS QUAD   -  MC KEEN LAKE (1986)
 RF0635
 RF0635                         *CURRENT SURVEY CONTROL
 RF0635  ___________________________________________________________________
 RF0635* NAD 83(1986)-  46 58 30.     (N)    069 01 25.     (W)     SCALED    
 RF0635* NAVD 88     -       391.594  (meters)    1284.75   (feet)  ADJUSTED  
 RF0635  ___________________________________________________________________
 RF0635  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 RF0635  DYNAMIC HT  -         391.625 (meters)    1284.86  (feet)  COMP
 RF0635  MODELED GRAV-     980,680.9   (mgal)                       NAVD 88
 RF0635
 RF0635  VERT ORDER  -  SECOND    CLASS II
 RF0635
 RF0635.The horizontal coordinates were scaled from a topographic map and have
 RF0635.an estimated accuracy of +/- 6 seconds.
 RF0635
 RF0635.The orthometric height was determined by differential leveling
 RF0635.and adjusted by the National Geodetic Survey in June 1991..
 RF0635
 RF0635.The geoid height was determined by GEOID03.
 RF0635
 RF0635.The dynamic height is computed by dividing the NAVD 88
 RF0635.geopotential number by the normal gravity value computed on the
 RF0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0635.degrees latitude (g = 980.6199 gals.).
 RF0635
 RF0635.The modeled gravity was interpolated from observed gravity values.
 RF0635
 RF0635;                    North         East    Units  Estimated Accuracy
 RF0635;SPC ME E     -   367,780.      260,160.      MT  (+/- 180 meters Scaled)
 RF0635
 RF0635                          SUPERSEDED SURVEY CONTROL
 RF0635
 RF0635.No superseded survey control is available for this station.
 RF0635
 RF0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN982023(NAD 83)
 RF0635_MARKER: DB = BENCH MARK DISK
 RF0635_SETTING: 80 = SET IN A BOULDER
 RF0635_SP_SET: BOULDER
 RF0635_STAMPING: 35 ROD 1983
 RF0635_MARK LOGO: USGS  
 RF0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0635+STABILITY: SURFACE MOTION
 RF0635
 RF0635  HISTORY     - Date     Condition        Report By
 RF0635  HISTORY     - 1983     MONUMENTED       USGS-M
 RF0635
 RF0635                          STATION DESCRIPTION
 RF0635
 RF0635'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1983
 RF0635'19.4 MI SSW FROM ST FRANCIS.
 RF0635'5.9 MI (9.5 KM) SOUTHWEST ALONG STATE HIGHWAY 161 FROM THE POST
 RF0635'OFFICE IN ST. FRANCIS, THENCE 8.7 MI (14 KM) SOUTH ALONG MAIN TRAVELED
 RF0635'ROAD TO ROAD FORK, THENCE 2.9 MI (4.7 KM) SOUTHWEST ALONG RIGHT ROAD
 RF0635'FORK TO A ROAD JUNCTION, THENCE 1.9 MI (3.1 KM) WEST ALONG ROAD TO A
 RF0635'ROAD JUNCTION AND BM, 0.7 MI (1.1 KM) WEST-SOUTHWEST OF ROAD CROSSING
 RF0635'SQUIRREL BROOK, 2.7 MI (4.4 KM) SOUTH AND 3 MI (4.8 KM) EAST OF
 RF0635'NORTHWEST CORNER, T. 15, R. 10 WELS., 32 FT (9.8 M) EAST AND 7.1 FT
 RF0635'(2.2 M) HIGHER THAN ROAD JUNCTION, 3 FT (0.90 M) NORTHEAST OF WITNESS
 RF0635'POST, SET IN THE HIGHEST POINT OF A 4- BY 4-FOOT BOULDER PROJECTING 2
 RF0635'FEET ABOVE THE GROUND, A USGS TABLET STAMPED 35 ROD 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ2702 ***********************************************************************
 AJ2702  CBN         -  This is a Cooperative Base Network Control Station.
 AJ2702  DESIGNATION -  3508 10
 AJ2702  PID         -  AJ2702
 AJ2702  STATE/COUNTY-  ME/SOMERSET
 AJ2702  USGS QUAD   -  THE FORKS (1988)
 AJ2702
 AJ2702                         *CURRENT SURVEY CONTROL
 AJ2702  ___________________________________________________________________
 AJ2702* NAD 83(1996)-  45 15 10.30296(N)    069 59 22.17107(W)     ADJUSTED  
 AJ2702* NAVD 88     -       156.9    (meters)     515.     (feet)  GPS OBS   
 AJ2702  ___________________________________________________________________
 AJ2702  X           -   1,539,102.678 (meters)                     COMP
 AJ2702  Y           -  -4,226,238.038 (meters)                     COMP
 AJ2702  Z           -   4,507,268.808 (meters)                     COMP
 AJ2702  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 AJ2702  ELLIP HEIGHT-         131.60  (meters)          (04/26/01) GPS OBS
 AJ2702  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 AJ2702
 AJ2702  HORZ ORDER  -  A
 AJ2702  ELLP ORDER  -  FOURTH    CLASS I
 AJ2702
 AJ2702.The horizontal coordinates were established by GPS observations
 AJ2702.and adjusted by the National Geodetic Survey in April 2001..
 AJ2702
 AJ2702.The orthometric height was determined by GPS observations and a
 AJ2702.high-resolution geoid model.
 AJ2702
 AJ2702.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2702
 AJ2702.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2702
 AJ2702.The ellipsoidal height was determined by GPS observations
 AJ2702.and is referenced to NAD 83.
 AJ2702
 AJ2702.The geoid height was determined by GEOID03.
 AJ2702
 AJ2702;                    North         East     Units Scale Factor Converg.
 AJ2702;SPC ME W     -   268,847.611   913,907.619   MT  0.99996904   +0 07 33.0
 AJ2702;UTM  19      - 5,011,516.968   422,356.711   MT  0.99967412   -0 42 10.1
 AJ2702
 AJ2702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2702!SPC ME W     -   0.99997937  x   0.99996904  =   0.99994841
 AJ2702!UTM  19      -   0.99997937  x   0.99967412  =   0.99965349
 AJ2702
 AJ2702                          SUPERSEDED SURVEY CONTROL
 AJ2702
 AJ2702.No superseded survey control is available for this station.
 AJ2702
 AJ2702_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL2235711517(NAD 83)
 AJ2702_MARKER: DD = SURVEY DISK
 AJ2702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2702_STAMPING: 3508 10 1991
 AJ2702_MARK LOGO: MEDT  
 AJ2702_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2702+STABILITY: SURFACE MOTION
 AJ2702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2702+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2000
 AJ2702
 AJ2702  HISTORY     - Date     Condition        Report By
 AJ2702  HISTORY     - 1991     MONUMENTED       MEDT
 AJ2702  HISTORY     - 20000707 GOOD             MEDT
 AJ2702
 AJ2702                          STATION DESCRIPTION
 AJ2702
 AJ2702'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 2000 (TL)
 AJ2702'THE STATION IS LOCATED IN THE FORKS PLANTATION, ABOUT 15 MI (24.1 KM)
 AJ2702'NORTH OF BINGHAM AND 0.02 MI (0.03 KM) NORTH OF THE CARATUNK TOWN
 AJ2702'LINE.  TO REACH FROM THE MAINE FOREST SERVICE BUILDING AT THE
 AJ2702'NORTHERNMOST ONE OF TWO ROADS LEADING TO DOWNTOWN CARATUNK VILLAGE, GO
 AJ2702'NORTH ON US HIGHWAY 201 FOR 1.1 MI (1.8 KM) TO THE STATION ON THE
 AJ2702'LEFT.  THE STATION IS SET IN A 30 CM ROUND CONCRETE POST FLUSH WITH
 AJ2702'GROUND.  LOCATED 68.0 FT (20.7 M) NORTH-NORTHWEST OF A 4 INCH MAPLE
 AJ2702'TREE, 32.0 FT (9.8 M) WEST-NORTHWEST OF THE CENTERLINE OF HIGHWAY 201,
 AJ2702'40.9 FT (12.5 M) EAST OF A 2 INCH PINE TREE, 18.5 FT (5.6 M)
 AJ2702'NORTH-NORTHWEST OF A METAL WITNESS POST AND 12.4 FT (3.8 M)
 AJ2702'SOUTH-SOUTHWEST OF THE NORTH END WOOD POST OF THE GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0579 ***********************************************************************
 OC0579  DESIGNATION -  356
 OC0579  PID         -  OC0579
 OC0579  STATE/COUNTY-  ME/CUMBERLAND
 OC0579  USGS QUAD   -  CORNISH (1964)
 OC0579
 OC0579                         *CURRENT SURVEY CONTROL
 OC0579  ___________________________________________________________________
 OC0579* NAD 83(1986)-  43 51 35.     (N)    070 47 32.     (W)     SCALED    
 OC0579* NAVD 88     -       108.252  (meters)     355.16   (feet)  ADJUSTED  
 OC0579  ___________________________________________________________________
 OC0579  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 OC0579  DYNAMIC HT  -         108.236 (meters)     355.10  (feet)  COMP
 OC0579  MODELED GRAV-     980,466.4   (mgal)                       NAVD 88
 OC0579
 OC0579  VERT ORDER  -  SECOND    CLASS 0
 OC0579
 OC0579.The horizontal coordinates were scaled from a topographic map and have
 OC0579.an estimated accuracy of +/- 6 seconds.
 OC0579
 OC0579.The orthometric height was determined by differential leveling
 OC0579.and adjusted by the National Geodetic Survey in June 1991..
 OC0579
 OC0579.The geoid height was determined by GEOID03.
 OC0579
 OC0579.The dynamic height is computed by dividing the NAVD 88
 OC0579.geopotential number by the normal gravity value computed on the
 OC0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0579.degrees latitude (g = 980.6199 gals.).
 OC0579
 OC0579.The modeled gravity was interpolated from observed gravity values.
 OC0579
 OC0579;                    North         East    Units  Estimated Accuracy
 OC0579;SPC ME W     -   114,220.      849,710.      MT  (+/- 180 meters Scaled)
 OC0579
 OC0579                          SUPERSEDED SURVEY CONTROL
 OC0579
 OC0579  NGVD 29 (??/??/92)  108.409  (m)          355.67   (f) ADJ UNCH    2 0
 OC0579
 OC0579.Superseded values are not recommended for survey control.
 OC0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0579.See file dsdata.txt to determine how the superseded data were derived.
 OC0579
 OC0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ559578(NAD 83)
 OC0579_MARKER: DD = SURVEY DISK
 OC0579_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OC0579_SP_SET: CULVERT
 OC0579_STAMPING: 356
 OC0579_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC0579
 OC0579  HISTORY     - Date     Condition        Report By
 OC0579  HISTORY     - UNK      MONUMENTED       USGS
 OC0579  HISTORY     - 1933     GOOD             NGS
 OC0579  HISTORY     - 1935     GOOD             NGS
 OC0579  HISTORY     - 1975     GOOD             NGS
 OC0579  HISTORY     - 20040326 POOR             GEOCAC
 OC0579
 OC0579                          STATION DESCRIPTION
 OC0579
 OC0579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 OC0579'AT BRIDGTON JUNCTION.
 OC0579'AT BRIDGTON JUNCTION, ON THE MAINE CENTRAL RAILROAD, 0.6 MILE
 OC0579'NORTH OF MILEPOST P 36, 0.1 MILE NORTH OF THE CROSSING OF
 OC0579'STATE HIGHWAY 113, 50 FEET WEST OF THE WEST SHORE OF INGALLS
 OC0579'POND, 125 FEET EAST OF STATE HIGHWAY 113, AT A CONCRETE CULVERT
 OC0579'UNDER THE TRACK, IN THE TOP OF THE SOUTH END OF THE EAST
 OC0579'HEADWALL, 10 FEET EAST OF THE CENTERLINE OF THE TRACK, AND LEVEL
 OC0579'WITH THE BASE OF THE RAIL.
 OC0579
 OC0579                          STATION RECOVERY (1935)
 OC0579
 OC0579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 OC0579'RECOVERED IN GOOD CONDITION.
 OC0579
 OC0579                          STATION RECOVERY (1975)
 OC0579
 OC0579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 OC0579'DUE TO THE CHANGE IN THE HIGHWAY A NEW DESCRIPTION FOLLOWS. AT THE
 OC0579'WEST SHORE OF INGALLS POND ON THE MAINE CENTRAL RAILROAD, 0.6 MILE
 OC0579'SOUTH OF MILEPOST P36. 0.1 MILE NORTH OF A TRACK ROAD CROSSING WHICH
 OC0579'USED TO BE RTE 113. AT A CONCRETE CULVERT UNDER THE TRACKS, IN THE
 OC0579'TOP OF THE SOUTH END OF THE EAST HEADWALL, 20 FEET EAST OF THE
 OC0579'CENTERLINE OF THE TRACK, AND LEVEL WITH THE TRACK.
 OC0579
 OC0579                          STATION RECOVERY (2004)
 OC0579
 OC0579'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 OC0579'VERY POOR CONDITION. 1/8 OF DISC IS BROKEN OFF AND MISSING. HEAVILY
 OC0579'SCRATCHED. DESCRIPTION SAYS MOUNTED IN CONCRETE STRUCTURE BUT I FOUND
 OC0579'THIS STRUCTURE IS A STONE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0674 ***********************************************************************
 RF0674  DESIGNATION -  36 JHS
 RF0674  PID         -  RF0674
 RF0674  STATE/COUNTY-  ME/AROOSTOOK
 RF0674  USGS QUAD   -  BIG BLACK RAPIDS (1986)
 RF0674
 RF0674                         *CURRENT SURVEY CONTROL
 RF0674  ___________________________________________________________________
 RF0674* NAD 83(1986)-  46 57 58.     (N)    069 23 01.     (W)     SCALED    
 RF0674* NAVD 88     -       263.076  (meters)     863.11   (feet)  ADJUSTED  
 RF0674  ___________________________________________________________________
 RF0674  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 RF0674  DYNAMIC HT  -         263.099 (meters)     863.18  (feet)  COMP
 RF0674  MODELED GRAV-     980,694.4   (mgal)                       NAVD 88
 RF0674
 RF0674  VERT ORDER  -  SECOND    CLASS II
 RF0674
 RF0674.The horizontal coordinates were scaled from a topographic map and have
 RF0674.an estimated accuracy of +/- 6 seconds.
 RF0674
 RF0674.The orthometric height was determined by differential leveling
 RF0674.and adjusted by the National Geodetic Survey in June 1991..
 RF0674
 RF0674.The geoid height was determined by GEOID03.
 RF0674
 RF0674.The dynamic height is computed by dividing the NAVD 88
 RF0674.geopotential number by the normal gravity value computed on the
 RF0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0674.degrees latitude (g = 980.6199 gals.).
 RF0674
 RF0674.The modeled gravity was interpolated from observed gravity values.
 RF0674
 RF0674;                    North         East    Units  Estimated Accuracy
 RF0674;SPC ME E     -   367,040.      232,760.      MT  (+/- 180 meters Scaled)
 RF0674
 RF0674                          SUPERSEDED SURVEY CONTROL
 RF0674
 RF0674.No superseded survey control is available for this station.
 RF0674
 RF0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN708014(NAD 83)
 RF0674_MARKER: DD = SURVEY DISK
 RF0674_SETTING: 80 = SET IN A BOULDER
 RF0674_SP_SET: BOULDER
 RF0674_STAMPING: 36 JHS 1984
 RF0674_MARK LOGO: USGS  
 RF0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0674+STABILITY: SURFACE MOTION
 RF0674
 RF0674  HISTORY     - Date     Condition        Report By
 RF0674  HISTORY     - 1984     MONUMENTED       USGS-M
 RF0674
 RF0674                          STATION DESCRIPTION
 RF0674
 RF0674'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1984
 RF0674'25.5 MI NNE FROM CLAYTON LAKE.
 RF0674'CLAYTON LAKE POST OFFICE, 0.8 MI (1.3 KM) NW. OF THENCE 18.6 MI
 RF0674'(29.9 KM) N. ALONG MAIN TRAVELED RD. TO JCT. WITH E.-W. RD. AND BM 17
 RF0674'JHS 1984 THENCE 6.1 MI (9.8 KM) E. TO JCT. WITH RD. LEADING N. TO
 RF0674'BLUE POND THENCE 12.1 MI (19.5 KM) N. TO THE BM, ON THE RIGHT, ABOUT
 RF0674'2.6 MI (4.2 KM) N. AND 2 MI (3.2 KM) W. OF SE. COR. OF T. 15, R. 13,
 RF0674'WELS, 21 FT (6.4 M) ENE. AND 2 FT (0.61 M) HIGHER THAN RD. AT CURVE
 RF0674'AND DIM TRAIL N., 2.2 FT (0.67 M) W. OF A WITNESS POST, SET IN
 RF0674'BOULDER, PROJECTING 1.5 FT (0.46 M).
 RF0674'THE MARK IS 2 FT ABOVE A DIM TRAIL NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0781 ***********************************************************************
 PF0781  DESIGNATION -  36 LBN USGS
 PF0781  PID         -  PF0781
 PF0781  STATE/COUNTY-  ME/OXFORD
 PF0781  USGS QUAD   -  GILEAD (1970)
 PF0781
 PF0781                         *CURRENT SURVEY CONTROL
 PF0781  ___________________________________________________________________
 PF0781* NAD 83(1986)-  44 23 59.     (N)    070 52 30.     (W)     SCALED    
 PF0781* NAVD 88     -       200.482  (meters)     657.75   (feet)  ADJUSTED  
 PF0781  ___________________________________________________________________
 PF0781  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 PF0781  DYNAMIC HT  -         200.454 (meters)     657.66  (feet)  COMP
 PF0781  MODELED GRAV-     980,474.0   (mgal)                       NAVD 88
 PF0781
 PF0781  VERT ORDER  -  FIRST     CLASS II
 PF0781
 PF0781.The horizontal coordinates were scaled from a topographic map and have
 PF0781.an estimated accuracy of +/- 6 seconds.
 PF0781
 PF0781.The orthometric height was determined by differential leveling
 PF0781.and adjusted by the National Geodetic Survey in June 1991..
 PF0781
 PF0781.The geoid height was determined by GEOID03.
 PF0781
 PF0781.The dynamic height is computed by dividing the NAVD 88
 PF0781.geopotential number by the normal gravity value computed on the
 PF0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0781.degrees latitude (g = 980.6199 gals.).
 PF0781
 PF0781.The modeled gravity was interpolated from observed gravity values.
 PF0781
 PF0781;                    North         East    Units  Estimated Accuracy
 PF0781;SPC ME W     -   174,270.      843,570.      MT  (+/- 180 meters Scaled)
 PF0781
 PF0781                          SUPERSEDED SURVEY CONTROL
 PF0781
 PF0781.No superseded survey control is available for this station.
 PF0781
 PF0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK506179(NAD 83)
 PF0781_MARKER: DD = SURVEY DISK
 PF0781_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PF0781_SP_SET: WING WALL
 PF0781_STAMPING: 36 LBN 1963  658
 PF0781_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PF0781
 PF0781  HISTORY     - Date     Condition        Report By
 PF0781  HISTORY     - 1963     MONUMENTED       USGS
 PF0781  HISTORY     - 1978     GOOD             NGS
 PF0781
 PF0781                          STATION DESCRIPTION
 PF0781
 PF0781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PF0781'0.75 MI SW FROM WEST BETHEL.
 PF0781'0.75 MILE SOUTHWEST ALONG U.S. HIGHWAY 2 FROM THE POST OFFICE AT WEST
 PF0781'BETHEL, AT THE T-JUNCTION OF A PAVED ROAD LEADING SOUTHEAST, IN THE
 PF0781'TOP OF THE EAST END OF THE WEST CONCRETE WING WALL OF A SMALL CONCRETE
 PF0781'BRIDGE OVER PLEASANT RIVER, 22.1 FT. NORTHWEST OF THE CENTER LINE OF
 PF0781'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0636 ***********************************************************************
 RF0636  DESIGNATION -  36 ROD USGS
 RF0636  PID         -  RF0636
 RF0636  STATE/COUNTY-  ME/AROOSTOOK
 RF0636  USGS QUAD   -  MC KEEN LAKE (1986)
 RF0636
 RF0636                         *CURRENT SURVEY CONTROL
 RF0636  ___________________________________________________________________
 RF0636* NAD 83(1986)-  46 59 00.     (N)    069 02 05.     (W)     SCALED    
 RF0636* NAVD 88     -       359.041  (meters)    1177.95   (feet)  ADJUSTED  
 RF0636  ___________________________________________________________________
 RF0636  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 RF0636  DYNAMIC HT  -         359.070 (meters)    1178.05  (feet)  COMP
 RF0636  MODELED GRAV-     980,683.5   (mgal)                       NAVD 88
 RF0636
 RF0636  VERT ORDER  -  SECOND    CLASS II
 RF0636
 RF0636.The horizontal coordinates were scaled from a topographic map and have
 RF0636.an estimated accuracy of +/- 6 seconds.
 RF0636
 RF0636.The orthometric height was determined by differential leveling
 RF0636.and adjusted by the National Geodetic Survey in June 1991..
 RF0636
 RF0636.The geoid height was determined by GEOID03.
 RF0636
 RF0636.The dynamic height is computed by dividing the NAVD 88
 RF0636.geopotential number by the normal gravity value computed on the
 RF0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0636.degrees latitude (g = 980.6199 gals.).
 RF0636
 RF0636.The modeled gravity was interpolated from observed gravity values.
 RF0636
 RF0636;                    North         East    Units  Estimated Accuracy
 RF0636;SPC ME E     -   368,710.      259,320.      MT  (+/- 180 meters Scaled)
 RF0636
 RF0636                          SUPERSEDED SURVEY CONTROL
 RF0636
 RF0636.No superseded survey control is available for this station.
 RF0636
 RF0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN973033(NAD 83)
 RF0636_MARKER: DB = BENCH MARK DISK
 RF0636_SETTING: 80 = SET IN A BOULDER
 RF0636_SP_SET: BOULDER
 RF0636_STAMPING: 36 ROD 1983
 RF0636_MARK LOGO: USGS  
 RF0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0636+STABILITY: SURFACE MOTION
 RF0636
 RF0636  HISTORY     - Date     Condition        Report By
 RF0636  HISTORY     - 1983     MONUMENTED       USGS-M
 RF0636
 RF0636                          STATION DESCRIPTION
 RF0636
 RF0636'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1983
 RF0636'20.3 MI SSW FROM ST FRANCIS.
 RF0636'5.9 MI (9.5 KM) SOUTHWEST ALONG STATE HIGHWAY 161 FROM THE POST
 RF0636'OFFICE IN ST. FRANCIS, THENCE 8.7 MI (14 KM) SOUTH ALONG MAIN TRAVELED
 RF0636'ROAD TO ROAD FORK, THENCE 2.9 MI (4.7 KM) SOUTHWEST ALONG RIGHT ROAD
 RF0636'FORK TO A ROAD JUNCTION, THENCE 2.8 MI (4.5 KM) WEST ALONG ROAD TO A
 RF0636'ROAD JUNCTION AND THE BM, ABOUT 2.8 MI (4.5 KM) EAST OF A POINT ON THE
 RF0636'ALLAGASH RIVER NEAR MCGARGLE ROCKS, 193 FT (59 M) NORTH OF THE ROCKS,
 RF0636'23 FT (7 M) WEST AND 9.7 FT (3 M) HIGHER THAN ROAD JUNCTION, 2 FT
 RF0636'(0.60 M) WEST OF A WITNESS POST, SET IN THE TOP OF A 6- BY 4-FOOT
 RF0636'BOULDER PROJECTING 1 FOOT ABOVE THE GROUND, A USGS TABLET STAMPED 36
 RF0636'ROD 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0818 ***********************************************************************
 PE0818  DESIGNATION -  361
 PE0818  PID         -  PE0818
 PE0818  STATE/COUNTY-  ME/WALDO
 PE0818  USGS QUAD   -  UNITY (1982)
 PE0818
 PE0818                         *CURRENT SURVEY CONTROL
 PE0818  ___________________________________________________________________
 PE0818* NAD 83(1986)-  44 34 35.     (N)    069 22 21.     (W)     SCALED    
 PE0818* NAVD 88     -       109.795  (meters)     360.22   (feet)  ADJUSTED  
 PE0818  ___________________________________________________________________
 PE0818  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 PE0818  DYNAMIC HT  -         109.787 (meters)     360.19  (feet)  COMP
 PE0818  MODELED GRAV-     980,547.3   (mgal)                       NAVD 88
 PE0818
 PE0818  VERT ORDER  -  SECOND    CLASS 0
 PE0818
 PE0818.The horizontal coordinates were scaled from a topographic map and have
 PE0818.an estimated accuracy of +/- 6 seconds.
 PE0818
 PE0818.The orthometric height was determined by differential leveling
 PE0818.and adjusted by the National Geodetic Survey in June 1991..
 PE0818
 PE0818.The geoid height was determined by GEOID03.
 PE0818
 PE0818.The dynamic height is computed by dividing the NAVD 88
 PE0818.geopotential number by the normal gravity value computed on the
 PE0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0818.degrees latitude (g = 980.6199 gals.).
 PE0818
 PE0818.The modeled gravity was interpolated from observed gravity values.
 PE0818
 PE0818;                    North         East    Units  Estimated Accuracy
 PE0818;SPC ME E     -   101,440.      230,710.      MT  (+/- 180 meters Scaled)
 PE0818
 PE0818                          SUPERSEDED SURVEY CONTROL
 PE0818
 PE0818  NGVD 29 (??/??/92)  110.011  (m)          360.93   (f) ADJ UNCH    2 0
 PE0818
 PE0818.Superseded values are not recommended for survey control.
 PE0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0818.See file dsdata.txt to determine how the superseded data were derived.
 PE0818
 PE0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK704359(NAD 83)
 PE0818_MARKER: DD = SURVEY DISK
 PE0818_SETTING: 66 = SET IN ROCK OUTCROP
 PE0818_SP_SET: ROCK OUTCROP
 PE0818_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0818+STABILITY: POSITION/ELEVATION WELL
 PE0818
 PE0818  HISTORY     - Date     Condition        Report By
 PE0818  HISTORY     - UNK      MONUMENTED       USGS
 PE0818  HISTORY     - 1935     GOOD             NGS
 PE0818
 PE0818                          STATION DESCRIPTION
 PE0818
 PE0818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PE0818'3.8 MI SW FROM UNITY.
 PE0818'3.8 MILES SOUTHWEST ALONG STATE HIGHWAY 9 FROM THE JUNCTION
 PE0818'WITH STATE HIGHWAY 139 AT UNITY, WALDO COUNTY, 83 YARDS NORTHEAST
 PE0818'OF THE NORTHEAST SIDE OF THE KELLEY SCHOOL, AT THE FOOT OF A HILL,
 PE0818'OPPOSITE THE SOUTHWEST END OF A ROAD GUARD, AND IN THE TOP OF A
 PE0818'ROCK OUTCROP.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0196 ***********************************************************************
 QG0196  DESIGNATION -  366 USGS RESET 1958
 QG0196  PID         -  QG0196
 QG0196  STATE/COUNTY-  ME/PENOBSCOT
 QG0196  USGS QUAD   -  LINCOLN EAST (1988)
 QG0196
 QG0196                         *CURRENT SURVEY CONTROL
 QG0196  ___________________________________________________________________
 QG0196* NAD 83(1986)-  45 22 23.     (N)    068 24 00.     (W)     SCALED    
 QG0196* NAVD 88     -       111.97   (meters)     367.4    (feet)  RESET     
 QG0196  ___________________________________________________________________
 QG0196  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 QG0196
 QG0196  VERT ORDER  -  THIRD
 QG0196
 QG0196.The horizontal coordinates were scaled from a topographic map and have
 QG0196.an estimated accuracy of +/- 6 seconds.
 QG0196
 QG0196.The orthometric height was computed from unverified reset data.
 QG0196
 QG0196.The geoid height was determined by GEOID03.
 QG0196
 QG0196;                    North         East    Units  Estimated Accuracy
 QG0196;SPC ME E     -   189,600.      307,830.      MT  (+/- 180 meters Scaled)
 QG0196
 QG0196                          SUPERSEDED SURVEY CONTROL
 QG0196
 QG0196.No superseded survey control is available for this station.
 QG0196
 QG0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL469245(NAD 83)
 QG0196_MARKER: DB = BENCH MARK DISK
 QG0196_SETTING: 80 = SET IN A BOULDER
 QG0196_SP_SET: BOULDER
 QG0196_STAMPING: USGS RESET 1958
 QG0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0196+STABILITY: SURFACE MOTION
 QG0196
 QG0196  HISTORY     - Date     Condition        Report By
 QG0196  HISTORY     - 1958     MONUMENTED       CGS
 QG0196
 QG0196                          STATION DESCRIPTION
 QG0196
 QG0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 QG0196'5 MI E FROM LINCOLN.
 QG0196'ABOUT 5 MILES EAST ALONG STATE HIGHWAY NO. 6 FROM THE JUNCTION OF
 QG0196'U.S. HIGHWAY NO. 2 IN LINCOLN, PENOBSCOT COUNTY, AT THE JUNCTION
 QG0196'OF A ROAD LEADING SOUTHEAST (LEE BACK ROAD), 130 FEET SOUTHWEST
 QG0196'OF THE CENTERLINE OF THE NEW HIGHWAY, 107 FEET NORTHWEST OF THE
 QG0196'CENTERLINE OF LEE BACK ROAD, 88 FEET SOUTH-SOUTHWEST OF A CONCRETE
 QG0196'RIGHT-OF-WAY POST AND 10 FEET WEST OF A METAL WITNESS SIGN ON
 QG0196'A METAL POST.  THE MARK IS A STANDARD U.S.C. AND G.S. BENCH MARK
 QG0196'SET IN THE SOUTH EDGE OF A LARGE BOULDER AND THE DISK IS STAMPED
 QG0196'USGS RESET 1958.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1008 ***********************************************************************
 PE1008  DESIGNATION -  368
 PE1008  PID         -  PE1008
 PE1008  STATE/COUNTY-  ME/WALDO
 PE1008  USGS QUAD   -  PALERMO (1979)
 PE1008
 PE1008                         *CURRENT SURVEY CONTROL
 PE1008  ___________________________________________________________________
 PE1008* NAD 83(1986)-  44 22 37.     (N)    069 23 50.     (W)     SCALED    
 PE1008* NAVD 88     -       111.856  (meters)     366.98   (feet)  ADJUSTED  
 PE1008  ___________________________________________________________________
 PE1008  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 PE1008  DYNAMIC HT  -         111.847 (meters)     366.95  (feet)  COMP
 PE1008  MODELED GRAV-     980,531.1   (mgal)                       NAVD 88
 PE1008
 PE1008  VERT ORDER  -  SECOND    CLASS 0
 PE1008
 PE1008.The horizontal coordinates were scaled from a topographic map and have
 PE1008.an estimated accuracy of +/- 6 seconds.
 PE1008
 PE1008.The orthometric height was determined by differential leveling
 PE1008.and adjusted by the National Geodetic Survey in June 1991..
 PE1008
 PE1008.The geoid height was determined by GEOID03.
 PE1008
 PE1008.The dynamic height is computed by dividing the NAVD 88
 PE1008.geopotential number by the normal gravity value computed on the
 PE1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1008.degrees latitude (g = 980.6199 gals.).
 PE1008
 PE1008.The modeled gravity was interpolated from observed gravity values.
 PE1008
 PE1008;                    North         East    Units  Estimated Accuracy
 PE1008;SPC ME E     -    79,310.      228,500.      MT  (+/- 180 meters Scaled)
 PE1008
 PE1008                          SUPERSEDED SURVEY CONTROL
 PE1008
 PE1008  NGVD 29 (??/??/92)  112.072  (m)          367.69   (f) ADJ UNCH    2 0
 PE1008
 PE1008.Superseded values are not recommended for survey control.
 PE1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1008.See file dsdata.txt to determine how the superseded data were derived.
 PE1008
 PE1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK683138(NAD 83)
 PE1008_MARKER: DD = SURVEY DISK
 PE1008_SETTING: 80 = SET IN A BOULDER
 PE1008_SP_SET: BOULDER
 PE1008_STAMPING: MAINE 368 FT
 PE1008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1008+STABILITY: SURFACE MOTION
 PE1008
 PE1008  HISTORY     - Date     Condition        Report By
 PE1008  HISTORY     - UNK      MONUMENTED       USGS
 PE1008  HISTORY     - 1935     GOOD             NGS
 PE1008
 PE1008                          STATION DESCRIPTION
 PE1008
 PE1008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PE1008'5.8 MI NW FROM LIBERTY.
 PE1008'5.8 MILES NORTHWEST ALONG STATE HIGHWAY 3 FROM THE INTERSECTION
 PE1008'OF STATE HIGHWAY 220 AT LIBERTY, WALDO COUNTY, OPPOSITE A 5 FOOT
 PE1008'CUT, 45 FEET NORTH OF THE CENTER OF THE JUNCTION OF A ROAD
 PE1008'LEADING EAST, 22 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, ON
 PE1008'A TANGENT OF THE WEST EDGE OF THE HIGHWAY FROM THE SOUTH, AND IN
 PE1008'THE TOP OF A LARGE FLAT BOULDER.  A UNITED STATES GEOLOGICAL
 PE1008'SURVEY STANDARD DISK, STAMPED MAINE 368 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0675 ***********************************************************************
 RF0675  DESIGNATION -  37 JHS
 RF0675  PID         -  RF0675
 RF0675  STATE/COUNTY-  ME/AROOSTOOK
 RF0675  USGS QUAD   -  BIG BLACK RAPIDS (1986)
 RF0675
 RF0675                         *CURRENT SURVEY CONTROL
 RF0675  ___________________________________________________________________
 RF0675* NAD 83(1986)-  46 58 37.     (N)    069 23 24.     (W)     SCALED    
 RF0675* NAVD 88     -       226.619  (meters)     743.50   (feet)  ADJUSTED  
 RF0675  ___________________________________________________________________
 RF0675  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 RF0675  DYNAMIC HT  -         226.638 (meters)     743.56  (feet)  COMP
 RF0675  MODELED GRAV-     980,695.3   (mgal)                       NAVD 88
 RF0675
 RF0675  VERT ORDER  -  SECOND    CLASS II
 RF0675
 RF0675.The horizontal coordinates were scaled from a topographic map and have
 RF0675.an estimated accuracy of +/- 6 seconds.
 RF0675
 RF0675.The orthometric height was determined by differential leveling
 RF0675.and adjusted by the National Geodetic Survey in June 1991..
 RF0675
 RF0675.The geoid height was determined by GEOID03.
 RF0675
 RF0675.The dynamic height is computed by dividing the NAVD 88
 RF0675.geopotential number by the normal gravity value computed on the
 RF0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0675.degrees latitude (g = 980.6199 gals.).
 RF0675
 RF0675.The modeled gravity was interpolated from observed gravity values.
 RF0675
 RF0675;                    North         East    Units  Estimated Accuracy
 RF0675;SPC ME E     -   368,250.      232,290.      MT  (+/- 180 meters Scaled)
 RF0675
 RF0675                          SUPERSEDED SURVEY CONTROL
 RF0675
 RF0675.No superseded survey control is available for this station.
 RF0675
 RF0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN703026(NAD 83)
 RF0675_MARKER: DD = SURVEY DISK
 RF0675_SETTING: 80 = SET IN A BOULDER
 RF0675_SP_SET: BOULDER
 RF0675_STAMPING: 37 JHS 1984
 RF0675_MARK LOGO: USGS  
 RF0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0675+STABILITY: SURFACE MOTION
 RF0675
 RF0675  HISTORY     - Date     Condition        Report By
 RF0675  HISTORY     - 1984     MONUMENTED       USGS-M
 RF0675
 RF0675                          STATION DESCRIPTION
 RF0675
 RF0675'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1984
 RF0675'26.1 MI NNE FROM CLAYTON LAKE.
 RF0675'CLAYTON LAKE POST OFFICE, 0.8 MI (1.3 KM) NW. OF THENCE 18.6 MI
 RF0675'(29.9 KM) N. ALONG MAIN TRAVELED RD. TO JCT WITH E.-W. RD. AND BM 17
 RF0675'JHS 1984 THENCE 6.1 MI (9.8 KM) E. TO JCT. WITH RD. LEADING N. TO
 RF0675'BLUE POND THENCE 13.1 MI (21.1 KM) N. TO OLD FERRY LANDING ON THE ST.
 RF0675'JOHN RIVER AND THE BM, DICKEY BRIDGE (OVER ST. JOHN RIVER), 18.5 MI
 RF0675'(29.8 KM) (AIRLINE) SW. OF ALONG THE ST. JOHN RIVER, 3.5 MI (5.6 KM)
 RF0675'N. AND 2.4 MI (3.9 KM) W. OF SE. COR. OF T. 15, R. 13, WELS, 100 FT
 RF0675'(30.5 M) NW. THENCE 106 FT (32.3 M) S. AND 6.5 FT (2 M) LOWER THAN
 RF0675'RD. AT CURVE FROM N. TO NW. AT FERRY LANDING, 32 FT (9.8 M) E. OF ST.
 RF0675'JOHN RIVER, 2.5 FT (0.76 M) N. OF WITNESS POST, SET IN TOP OF 11 FT
 RF0675'(3.4 M) BY 8 FT (2.4 M) BOULDER.
 RF0675'THE MARK IS 6.5 FT BELOW A CURVE IN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0637 ***********************************************************************
 RF0637  DESIGNATION -  37 ROD USGS
 RF0637  PID         -  RF0637
 RF0637  STATE/COUNTY-  ME/AROOSTOOK
 RF0637  USGS QUAD   -  MC KEEN LAKE (1986)
 RF0637
 RF0637                         *CURRENT SURVEY CONTROL
 RF0637  ___________________________________________________________________
 RF0637* NAD 83(1986)-  46 59 43.     (N)    069 02 03.     (W)     SCALED    
 RF0637* NAVD 88     -       371.753  (meters)    1219.66   (feet)  ADJUSTED  
 RF0637  ___________________________________________________________________
 RF0637  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 RF0637  DYNAMIC HT  -         371.784 (meters)    1219.76  (feet)  COMP
 RF0637  MODELED GRAV-     980,685.7   (mgal)                       NAVD 88
 RF0637
 RF0637  VERT ORDER  -  SECOND    CLASS II
 RF0637
 RF0637.The horizontal coordinates were scaled from a topographic map and have
 RF0637.an estimated accuracy of +/- 6 seconds.
 RF0637
 RF0637.The orthometric height was determined by differential leveling
 RF0637.and adjusted by the National Geodetic Survey in June 1991..
 RF0637
 RF0637.The geoid height was determined by GEOID03.
 RF0637
 RF0637.The dynamic height is computed by dividing the NAVD 88
 RF0637.geopotential number by the normal gravity value computed on the
 RF0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0637.degrees latitude (g = 980.6199 gals.).
 RF0637
 RF0637.The modeled gravity was interpolated from observed gravity values.
 RF0637
 RF0637;                    North         East    Units  Estimated Accuracy
 RF0637;SPC ME E     -   370,040.      259,370.      MT  (+/- 180 meters Scaled)
 RF0637
 RF0637                          SUPERSEDED SURVEY CONTROL
 RF0637
 RF0637.No superseded survey control is available for this station.
 RF0637
 RF0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN974046(NAD 83)
 RF0637_MARKER: DB = BENCH MARK DISK
 RF0637_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RF0637_SP_SET: COPPER-CLAD STEEL ROD
 RF0637_STAMPING: 37 ROD 1983
 RF0637_MARK LOGO: USGS  
 RF0637_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0637
 RF0637  HISTORY     - Date     Condition        Report By
 RF0637  HISTORY     - 1983     MONUMENTED       USGS-M
 RF0637
 RF0637                          STATION DESCRIPTION
 RF0637
 RF0637'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1983
 RF0637'21.5 MI SSW FROM ST FRANCIS.
 RF0637'5.9 MI (9.5 KM) SOUTHWEST ALONG STATE HIGHWAY 161 FROM THE POST
 RF0637'OFFICE IN ST. FRANCIS, THENCE 8.7 MI (14 KM) SOUTH ALONG MAIN TRAVELED
 RF0637'ROAD TO A ROAD FORK, THENCE 2.9 MI (4.7 KM) SOUTHWEST ALONG RIGHT ROAD
 RF0637'FORK TO A ROAD JUNCTION, THENCE 4 MI (6.4 KM) WEST AND NORTH ALONG
 RF0637'ROAD TO BM, 1.2 MI (1.9 KM) NORTH ALONG ROAD FROM BM 36 ROD USGS,
 RF0637'ABOUT 2.8 MI (4.5 KM) EAST OF THE ALLAGASH RIVER, 35 FT (10.7 KM)
 RF0637'NORTHWEST AND 1.1 FT (0.34 M) HIGHER THAN ROAD, AT A CURVE AND TRAIL
 RF0637'LEADING NORTHEAST, 1.7 FT (0.52 M) SOUTHEAST OF A WITNESS POST, A ROD
 RF0637'SUPPORTED USGS TABLET CENTERED IN PLASTIC TILE PROJECTING ABOUT 0.2 FT
 RF0637'(0.06 M) AND STAMPED 37 ROD 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0310 ***********************************************************************
 PD0310  DESIGNATION -  37 USGS
 PD0310  PID         -  PD0310
 PD0310  STATE/COUNTY-  ME/WASHINGTON
 PD0310  USGS QUAD   -  COLUMBIA FALLS (1977)
 PD0310
 PD0310                         *CURRENT SURVEY CONTROL
 PD0310  ___________________________________________________________________
 PD0310* NAD 83(1986)-  44 39 45.     (N)    067 44 19.     (W)     SCALED    
 PD0310* NAVD 88     -        11.131  (meters)      36.52   (feet)  ADJUSTED  
 PD0310  ___________________________________________________________________
 PD0310  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 PD0310  DYNAMIC HT  -          11.130 (meters)      36.52  (feet)  COMP
 PD0310  MODELED GRAV-     980,591.7   (mgal)                       NAVD 88
 PD0310  OBS GRAVITY -     980,592.1   (mgal)                       GRAV_OBS
 PD0310
 PD0310  VERT ORDER  -  FIRST     CLASS II
 PD0310
 PD0310.The horizontal coordinates were scaled from a topographic map and have
 PD0310.an estimated accuracy of +/- 6 seconds.
 PD0310
 PD0310.The orthometric height was determined by differential leveling
 PD0310.and adjusted by the National Geodetic Survey in June 1991..
 PD0310
 PD0310.The geoid height was determined by GEOID03.
 PD0310
 PD0310.The dynamic height is computed by dividing the NAVD 88
 PD0310.geopotential number by the normal gravity value computed on the
 PD0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0310.degrees latitude (g = 980.6199 gals.).
 PD0310
 PD0310.The modeled gravity was interpolated from observed gravity values.
 PD0310.The observed gravity was obtained from relative gravimeter ties
 PD0310.to the IGSN71 gravity network.
 PD0310
 PD0310;                    North         East    Units  Estimated Accuracy
 PD0310;SPC ME E     -   110,920.      360,380.      MT  (+/- 180 meters Scaled)
 PD0310
 PD0310                          SUPERSEDED SURVEY CONTROL
 PD0310
 PD0310  NGVD 29 (??/??/92)   11.337  (m)           37.19   (f) ADJ UNCH    1 2
 PD0310
 PD0310.Superseded values are not recommended for survey control.
 PD0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0310.See file dsdata.txt to determine how the superseded data were derived.
 PD0310
 PD0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK999462(NAD 83)
 PD0310_MARKER: DB = BENCH MARK DISK
 PD0310_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PD0310_SP_SET: BRIDGE
 PD0310_STAMPING: 37.379 ME 1917
 PD0310_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PD0310
 PD0310  HISTORY     - Date     Condition        Report By
 PD0310  HISTORY     - 1917     MONUMENTED       USGS
 PD0310  HISTORY     - 1966     GOOD             NGS
 PD0310  HISTORY     - 1978     GOOD             DMA
 PD0310
 PD0310                          STATION DESCRIPTION
 PD0310
 PD0310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PD0310'0.7 MI NW FROM COLUMBIA FALLS.
 PD0310'0.7 MILE NORTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PD0310'CROSSING OF A BLACK TOPPED ROAD AT COLUMBIA FALLS, AT RAILROAD
 PD0310'BRIDGE 209/28 OVER PLEASANT RIVER, 6.5 FEET NORTHEAST OF THE
 PD0310'NORTHEAST RAIL, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK, AND
 PD0310'IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST STONE PARAPET
 PD0310'WALL AT THE NORTHEAST END OF THE NORTHWEST STONE ABUTMENT OF THE
 PD0310'BRIDGE.
 PD0310
 PD0310                          STATION RECOVERY (1978)
 PD0310
 PD0310'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PD0310'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0676 ***********************************************************************
 RF0676  DESIGNATION -  38 JHS
 RF0676  PID         -  RF0676
 RF0676  STATE/COUNTY-  ME/AROOSTOOK
 RF0676  USGS QUAD   -  BIG BLACK RAPIDS (1986)
 RF0676
 RF0676                         *CURRENT SURVEY CONTROL
 RF0676  ___________________________________________________________________
 RF0676* NAD 83(1986)-  46 58 57.     (N)    069 24 09.     (W)     SCALED    
 RF0676* NAVD 88     -       251.260  (meters)     824.34   (feet)  ADJUSTED  
 RF0676  ___________________________________________________________________
 RF0676  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 RF0676  DYNAMIC HT  -         251.282 (meters)     824.41  (feet)  COMP
 RF0676  MODELED GRAV-     980,695.6   (mgal)                       NAVD 88
 RF0676
 RF0676  VERT ORDER  -  SECOND    CLASS II
 RF0676
 RF0676.The horizontal coordinates were scaled from a topographic map and have
 RF0676.an estimated accuracy of +/- 6 seconds.
 RF0676
 RF0676.The orthometric height was determined by differential leveling
 RF0676.and adjusted by the National Geodetic Survey in June 1991..
 RF0676
 RF0676.The geoid height was determined by GEOID03.
 RF0676
 RF0676.The dynamic height is computed by dividing the NAVD 88
 RF0676.geopotential number by the normal gravity value computed on the
 RF0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0676.degrees latitude (g = 980.6199 gals.).
 RF0676
 RF0676.The modeled gravity was interpolated from observed gravity values.
 RF0676
 RF0676;                    North         East    Units  Estimated Accuracy
 RF0676;SPC ME E     -   368,870.      231,340.      MT  (+/- 180 meters Scaled)
 RF0676
 RF0676                          SUPERSEDED SURVEY CONTROL
 RF0676
 RF0676.No superseded survey control is available for this station.
 RF0676
 RF0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN693032(NAD 83)
 RF0676_MARKER: DD = SURVEY DISK
 RF0676_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RF0676+WITH SETTING: INFORMATION.
 RF0676_SP_SET: SHALLOW-SET METAL ROD
 RF0676_STAMPING: 38 JHS 1984
 RF0676_MARK LOGO: USGS  
 RF0676_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RF0676
 RF0676  HISTORY     - Date     Condition        Report By
 RF0676  HISTORY     - 1984     MONUMENTED       USGS-M
 RF0676
 RF0676                          STATION DESCRIPTION
 RF0676
 RF0676'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1984
 RF0676'17.4 MI WSW FROM DICKEY.
 RF0676'DICKEY BRIDGE (OVER ST. JOHN RIVER), 18 MI (29 KM) (AIRLINE) SW.
 RF0676'OF ALONG ST. JOHN RIVER, 3.6 MI (5.8 KM) N. AND 3 MI (4.8 KM) W. OF
 RF0676'SE. COR. OF T. 15, R. 13, WELS, 0.5 MI (0.8 KM) WNW. OF ABANDONED
 RF0676'FERRY CROSSING ON ST. JOHN RIVER, 219 FT (66.8 M) SE. THENCE 28 FT
 RF0676'(8.5 M) SW. AND 10.4 FT (3.2 M) HIGHER THAN Y-RD. JCT, 3.4 FT (1 M) E.
 RF0676'OF A WITNESS POST, A STANDARD ROD SUPPORTED TABLET CENTERED IN PLASTIC
 RF0676'PIPE.
 RF0676'THE MARK IS 10.4 FT ABOVE A Y-ROAD JUNCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0638 ***********************************************************************
 RF0638  DESIGNATION -  38 ROD USGS
 RF0638  PID         -  RF0638
 RF0638  STATE/COUNTY-  ME/AROOSTOOK
 RF0638  USGS QUAD   -  MC KEEN LAKE (1986)
 RF0638
 RF0638                         *CURRENT SURVEY CONTROL
 RF0638  ___________________________________________________________________
 RF0638* NAD 83(1986)-  46 59 35.     (N)    069 00 55.     (W)     SCALED    
 RF0638* NAVD 88     -       395.548  (meters)    1297.73   (feet)  ADJUSTED  
 RF0638  ___________________________________________________________________
 RF0638  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 RF0638  DYNAMIC HT  -         395.581 (meters)    1297.84  (feet)  COMP
 RF0638  MODELED GRAV-     980,683.2   (mgal)                       NAVD 88
 RF0638
 RF0638  VERT ORDER  -  SECOND    CLASS II
 RF0638
 RF0638.The horizontal coordinates were scaled from a topographic map and have
 RF0638.an estimated accuracy of +/- 6 seconds.
 RF0638
 RF0638.The orthometric height was determined by differential leveling
 RF0638.and adjusted by the National Geodetic Survey in June 1991..
 RF0638
 RF0638.The geoid height was determined by GEOID03.
 RF0638
 RF0638.The dynamic height is computed by dividing the NAVD 88
 RF0638.geopotential number by the normal gravity value computed on the
 RF0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0638.degrees latitude (g = 980.6199 gals.).
 RF0638
 RF0638.The modeled gravity was interpolated from observed gravity values.
 RF0638
 RF0638;                    North         East    Units  Estimated Accuracy
 RF0638;SPC ME E     -   369,780.      260,810.      MT  (+/- 180 meters Scaled)
 RF0638
 RF0638                          SUPERSEDED SURVEY CONTROL
 RF0638
 RF0638.No superseded survey control is available for this station.
 RF0638
 RF0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN988043(NAD 83)
 RF0638_MARKER: DB = BENCH MARK DISK
 RF0638_SETTING: 80 = SET IN A BOULDER
 RF0638_SP_SET: BOULDER
 RF0638_STAMPING: 38 ROD 1983
 RF0638_MARK LOGO: USGS  
 RF0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0638+STABILITY: SURFACE MOTION
 RF0638
 RF0638  HISTORY     - Date     Condition        Report By
 RF0638  HISTORY     - 1983     MONUMENTED       USGS-M
 RF0638
 RF0638                          STATION DESCRIPTION
 RF0638
 RF0638'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1983
 RF0638'17.8 MI SSW FROM ST FRANCIS.
 RF0638'5.9 MI (9.5 KM) SOUTHWEST ALONG STATE HIGHWAY 161 FROM THE POST
 RF0638'OFFICE IN ST. FRANCIS, THENCE 7.5 MI (12.1 KM) SOUTH ALONG MAIN
 RF0638'TRAVELED ROAD TO ROAD JUNCTION, THENCE 1.6 MI (2.6 KM) WEST-NORTHWEST
 RF0638'ALONG RIGHT ROAD FORK TO ROAD JUNCTION AND BM 41 ROD USGS, THENCE 2.8
 RF0638'MI (4.5 KM) SOUTHWEST ALONG THE ROAD FROM THE WOOD BRIDGE OVER NEGRO
 RF0638'BROOK TO BM, 84 FT (25.6 M) SOUTHEAST ALONG TRAIL LEADING SOUTHEAST,
 RF0638'27 FT (8.2 M) SOUTHWEST AND 8 FT (2.4 M) HIGHER THAN ROAD, 4 FT (1.2
 RF0638'M) SOUTHWEST OF WITNESS POST, SET IN THE CENTER OF A 5- BY 5-FOOT
 RF0638'PARTLY BURIED BOULDER PROJECTING 1 FOOT ABOVE THE GROUND, A USGS
 RF0638'TABLET STAMPED 38 ROD 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0559 ***********************************************************************
 QG0559  DESIGNATION -  384
 QG0559  PID         -  QG0559
 QG0559  STATE/COUNTY-  ME/PENOBSCOT
 QG0559  USGS QUAD   -  MILLINOCKET (1988)
 QG0559
 QG0559                         *CURRENT SURVEY CONTROL
 QG0559  ___________________________________________________________________
 QG0559* NAD 83(1986)-  45 39 29.     (N)    068 42 46.     (W)     SCALED    
 QG0559* NAVD 88     -       116.829  (meters)     383.30   (feet)  ADJUSTED  
 QG0559  ___________________________________________________________________
 QG0559  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 QG0559  DYNAMIC HT  -         116.833 (meters)     383.31  (feet)  COMP
 QG0559  MODELED GRAV-     980,643.0   (mgal)                       NAVD 88
 QG0559
 QG0559  VERT ORDER  -  SECOND    CLASS 0
 QG0559
 QG0559.The horizontal coordinates were scaled from a topographic map and have
 QG0559.an estimated accuracy of +/- 6 seconds.
 QG0559
 QG0559.The orthometric height was determined by differential leveling
 QG0559.and adjusted by the National Geodetic Survey in June 1991..
 QG0559
 QG0559.The geoid height was determined by GEOID03.
 QG0559
 QG0559.The dynamic height is computed by dividing the NAVD 88
 QG0559.geopotential number by the normal gravity value computed on the
 QG0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0559.degrees latitude (g = 980.6199 gals.).
 QG0559
 QG0559.The modeled gravity was interpolated from observed gravity values.
 QG0559
 QG0559;                    North         East    Units  Estimated Accuracy
 QG0559;SPC ME E     -   221,290.      283,420.      MT  (+/- 180 meters Scaled)
 QG0559
 QG0559                          SUPERSEDED SURVEY CONTROL
 QG0559
 QG0559  NGVD 29 (??/??/92)  116.998  (m)          383.85   (f) ADJ UNCH    2 0
 QG0559
 QG0559.Superseded values are not recommended for survey control.
 QG0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0559.See file dsdata.txt to determine how the superseded data were derived.
 QG0559
 QG0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL223560(NAD 83)
 QG0559_MARKER: DD = SURVEY DISK
 QG0559_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QG0559_SP_SET: BUILDING FOUNDATION
 QG0559_STAMPING: 384
 QG0559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG0559
 QG0559  HISTORY     - Date     Condition        Report By
 QG0559  HISTORY     - UNK      MONUMENTED       USGS
 QG0559  HISTORY     - 1942     GOOD             NGS
 QG0559  HISTORY     - 20060519 MARK NOT FOUND   USPSQD
 QG0559
 QG0559                          STATION DESCRIPTION
 QG0559
 QG0559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 QG0559'AT MILLINOCKET.
 QG0559'AT MILLINOCKET, PENOBSCOT COUNTY, ON KATAHDIN STREET, AT THE
 QG0559'CONGREGATIONAL CHURCH, IN THE EAST FACE OF THE FOUNDATION,
 QG0559'7 FEET SOUTH OF THE CENTER OF THE MAIN ENTRANCE AND 2 FEET ABOVE
 QG0559'THE GROUND.  A UNITED STATES GEOLOGICAL SURVEY ALUMINUM DISK,
 QG0559'STAMPED 384 AND SET VERTICALLY.
 QG0559
 QG0559                          STATION RECOVERY (2006)
 QG0559
 QG0559'RECOVERY NOTE BY US POWER SQUADRON 2006 (AMW)
 QG0559'THE FOUNDATION HAS BEEN COVERED WITH SOME SORT OF APPLIED COATING FOR
 QG0559'APPEARANCE. THE THE MARK LOCATION IS OBSTRUCTED BY A HANDYCAP RAMP
 QG0559'PREVENTING A CLOSE INSPECTION. THE STATION MAY WELL STILL BE THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0571 ***********************************************************************
 OC0571  DESIGNATION -  386
 OC0571  PID         -  OC0571
 OC0571  STATE/COUNTY-  ME/OXFORD
 OC0571  USGS QUAD   -  BROWNFIELD (1983)
 OC0571
 OC0571                         *CURRENT SURVEY CONTROL
 OC0571  ___________________________________________________________________
 OC0571* NAD 83(1986)-  43 58 43.     (N)    070 55 34.     (W)     SCALED    
 OC0571* NAVD 88     -       117.247  (meters)     384.67   (feet)  ADJUSTED  
 OC0571  ___________________________________________________________________
 OC0571  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 OC0571  DYNAMIC HT  -         117.229 (meters)     384.61  (feet)  COMP
 OC0571  MODELED GRAV-     980,458.9   (mgal)                       NAVD 88
 OC0571
 OC0571  VERT ORDER  -  SECOND    CLASS 0
 OC0571
 OC0571.The horizontal coordinates were scaled from a topographic map and have
 OC0571.an estimated accuracy of +/- 6 seconds.
 OC0571
 OC0571.The orthometric height was determined by differential leveling
 OC0571.and adjusted by the National Geodetic Survey in June 1991..
 OC0571
 OC0571.The geoid height was determined by GEOID03.
 OC0571
 OC0571.The dynamic height is computed by dividing the NAVD 88
 OC0571.geopotential number by the normal gravity value computed on the
 OC0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0571.degrees latitude (g = 980.6199 gals.).
 OC0571
 OC0571.The modeled gravity was interpolated from observed gravity values.
 OC0571
 OC0571;                    North         East    Units  Estimated Accuracy
 OC0571;SPC ME W     -   127,520.      839,070.      MT  (+/- 180 meters Scaled)
 OC0571
 OC0571                          SUPERSEDED SURVEY CONTROL
 OC0571
 OC0571  NGVD 29 (??/??/92)  117.395  (m)          385.15   (f) ADJ UNCH    2 0
 OC0571
 OC0571.Superseded values are not recommended for survey control.
 OC0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0571.See file dsdata.txt to determine how the superseded data were derived.
 OC0571
 OC0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ455713(NAD 83)
 OC0571_MARKER: DD = SURVEY DISK
 OC0571_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC0571_SP_SET: ABUTMENT
 OC0571_STAMPING: 386
 OC0571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC0571
 OC0571  HISTORY     - Date     Condition        Report By
 OC0571  HISTORY     - UNK      MONUMENTED       USGS
 OC0571  HISTORY     - 1933     GOOD             NGS
 OC0571  HISTORY     - 1975     POOR             NGS
 OC0571  HISTORY     - 20040328 POOR             GEOCAC
 OC0571
 OC0571                          STATION DESCRIPTION
 OC0571
 OC0571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 OC0571'3 MI NW FROM BROWNFIELD.
 OC0571'THREE MILES NORTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 OC0571'STATION AT BROWNFIELD, 0.3 MILE NORTHWEST OF MILEPOST P 46, 200
 OC0571'FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 113, AT A BRIDGE
 OC0571'OVER LITTLE SACO RIVER, IN THE TOP OF THE SOUTHWEST END OF THE
 OC0571'SOUTHEAST ABUTMENT, 10 FEET WEST OF THE CENTERLINE OF THE TRACK,
 OC0571'AND LEVEL WITH THE BASE OF THE RAIL.
 OC0571
 OC0571                          STATION RECOVERY (1975)
 OC0571
 OC0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 OC0571'MARK RECOVERED IN POOR CONDITION.
 OC0571
 OC0571                          STATION RECOVERY (2004)
 OC0571
 OC0571'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 OC0571'POOR CONDITION. 1/8 OF DISC IS BROKEN AND MISSING. HEAVY SCRATCHES BUT
 OC0571'STILL LEGABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0138 ***********************************************************************
 QF0138  DESIGNATION -  386.8
 QF0138  PID         -  QF0138
 QF0138  STATE/COUNTY-  ME/WASHINGTON
 QF0138  USGS QUAD   -  CRAWFORD LAKE (1990)
 QF0138
 QF0138                         *CURRENT SURVEY CONTROL
 QF0138  ___________________________________________________________________
 QF0138* NAD 83(1986)-  45 06 07.     (N)    067 30 40.     (W)     SCALED    
 QF0138* NAVD 88     -       117.750  (meters)     386.32   (feet)  ADJUSTED  
 QF0138  ___________________________________________________________________
 QF0138  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 QF0138  DYNAMIC HT  -         117.747 (meters)     386.31  (feet)  COMP
 QF0138  MODELED GRAV-     980,590.8   (mgal)                       NAVD 88
 QF0138
 QF0138  VERT ORDER  -  SECOND    CLASS 0
 QF0138
 QF0138.The horizontal coordinates were scaled from a topographic map and have
 QF0138.an estimated accuracy of +/- 6 seconds.
 QF0138
 QF0138.The orthometric height was determined by differential leveling
 QF0138.and adjusted by the National Geodetic Survey in June 1991..
 QF0138
 QF0138.The geoid height was determined by GEOID03.
 QF0138
 QF0138.The dynamic height is computed by dividing the NAVD 88
 QF0138.geopotential number by the normal gravity value computed on the
 QF0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0138.degrees latitude (g = 980.6199 gals.).
 QF0138
 QF0138.The modeled gravity was interpolated from observed gravity values.
 QF0138
 QF0138;                    North         East    Units  Estimated Accuracy
 QF0138;SPC ME E     -   159,950.      377,830.      MT  (+/- 180 meters Scaled)
 QF0138
 QF0138                          SUPERSEDED SURVEY CONTROL
 QF0138
 QF0138.No superseded survey control is available for this station.
 QF0138
 QF0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK171953(NAD 83)
 QF0138_MARKER: Q = CHISELED SQUARE
 QF0138_SETTING: 80 = SET IN A BOULDER
 QF0138_SP_SET: BOULDER
 QF0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0138+STABILITY: SURFACE MOTION
 QF0138
 QF0138  HISTORY     - Date     Condition        Report By
 QF0138  HISTORY     - UNK      MONUMENTED       USGS
 QF0138  HISTORY     - 1935     GOOD             NGS
 QF0138
 QF0138                          STATION DESCRIPTION
 QF0138
 QF0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QF0138'1.2 MI N FROM ALEXANDER.
 QF0138'1.2 MILES NORTH ALONG A ROAD LEADING TO SOUTH PRINCETON FROM
 QF0138'THE JUNCTION OF STATE HIGHWAY 9 NEAR ALEXANDER, WASHINGTON
 QF0138'COUNTY, 50 FEET NORTH OF THE CENTER OF A TRIANGLE FORMED BY
 QF0138'THE JUNCTION OF A ROAD, AND ON THE TOP OF A BOULDER.  A CHISELED
 QF0138'SQUARE, PAINTED USBM 386.8.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1212 ***********************************************************************
 PE1212  DESIGNATION -  39
 PE1212  PID         -  PE1212
 PE1212  STATE/COUNTY-  ME/KENNEBEC
 PE1212  USGS QUAD   -  VASSALBORO (1988)
 PE1212
 PE1212                         *CURRENT SURVEY CONTROL
 PE1212  ___________________________________________________________________
 PE1212* NAD 83(1986)-  44 26 58.     (N)    069 41 21.     (W)     SCALED    
 PE1212* NAVD 88     -        12.581  (meters)      41.28   (feet)  ADJUSTED  
 PE1212  ___________________________________________________________________
 PE1212  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 PE1212  DYNAMIC HT  -          12.580 (meters)      41.27  (feet)  COMP
 PE1212  MODELED GRAV-     980,538.7   (mgal)                       NAVD 88
 PE1212
 PE1212  VERT ORDER  -  SECOND    CLASS 0
 PE1212
 PE1212.The horizontal coordinates were scaled from a topographic map and have
 PE1212.an estimated accuracy of +/- 6 seconds.
 PE1212
 PE1212.The orthometric height was determined by differential leveling
 PE1212.and adjusted by the National Geodetic Survey in June 1991..
 PE1212
 PE1212.The geoid height was determined by GEOID03.
 PE1212
 PE1212.The dynamic height is computed by dividing the NAVD 88
 PE1212.geopotential number by the normal gravity value computed on the
 PE1212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1212.degrees latitude (g = 980.6199 gals.).
 PE1212
 PE1212.The modeled gravity was interpolated from observed gravity values.
 PE1212
 PE1212;                    North         East    Units  Estimated Accuracy
 PE1212;SPC ME W     -   179,660.      938,010.      MT  (+/- 180 meters Scaled)
 PE1212
 PE1212                          SUPERSEDED SURVEY CONTROL
 PE1212
 PE1212  NGVD 29 (??/??/92)   12.802  (m)           42.00   (f) ADJ UNCH    2 0
 PE1212
 PE1212.Superseded values are not recommended for survey control.
 PE1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1212.See file dsdata.txt to determine how the superseded data were derived.
 PE1212
 PE1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK451220(NAD 83)
 PE1212_MARKER: DD = SURVEY DISK
 PE1212_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE1212_SP_SET: CULVERT
 PE1212_STAMPING: 39 FT AUGUSTA
 PE1212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE1212
 PE1212  HISTORY     - Date     Condition        Report By
 PE1212  HISTORY     - 1903     MONUMENTED       USGS
 PE1212  HISTORY     - 1935     GOOD             NGS
 PE1212  HISTORY     - 1974     GOOD             USGS
 PE1212
 PE1212                          STATION DESCRIPTION
 PE1212
 PE1212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PE1212'0.9 MI SW FROM VASSALBORO.
 PE1212'0.9 MILE SOUTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE1212'STATION AT VASSALBORO, KENNEBEC COUNTY, 69 YARDS NORTHEAST OF
 PE1212'MILEPOST P 73, 17 FEET NORTHWEST OF THE NORTHWEST RAIL, IN THE
 PE1212'TOP OF THE WEST CORNER OF A STONE CULVERT, AND 9 FEET LOWER THAN
 PE1212'THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 PE1212'STAMPED 39 FT. AUGUSTA.
 PE1212
 PE1212                          STATION RECOVERY (1974)
 PE1212
 PE1212'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 PE1212'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0677 ***********************************************************************
 RF0677  DESIGNATION -  39 JHS
 RF0677  PID         -  RF0677
 RF0677  STATE/COUNTY-  ME/AROOSTOOK
 RF0677  USGS QUAD   -  BIG BLACK RAPIDS (1986)
 RF0677
 RF0677                         *CURRENT SURVEY CONTROL
 RF0677  ___________________________________________________________________
 RF0677* NAD 83(1986)-  46 59 48.     (N)    069 24 02.     (W)     SCALED    
 RF0677* NAVD 88     -       251.244  (meters)     824.29   (feet)  ADJUSTED  
 RF0677  ___________________________________________________________________
 RF0677  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 RF0677  DYNAMIC HT  -         251.266 (meters)     824.36  (feet)  COMP
 RF0677  MODELED GRAV-     980,696.7   (mgal)                       NAVD 88
 RF0677
 RF0677  VERT ORDER  -  SECOND    CLASS II
 RF0677
 RF0677.The horizontal coordinates were scaled from a topographic map and have
 RF0677.an estimated accuracy of +/- 6 seconds.
 RF0677
 RF0677.The orthometric height was determined by differential leveling
 RF0677.and adjusted by the National Geodetic Survey in June 1991..
 RF0677
 RF0677.The geoid height was determined by GEOID03.
 RF0677
 RF0677.The dynamic height is computed by dividing the NAVD 88
 RF0677.geopotential number by the normal gravity value computed on the
 RF0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0677.degrees latitude (g = 980.6199 gals.).
 RF0677
 RF0677.The modeled gravity was interpolated from observed gravity values.
 RF0677
 RF0677;                    North         East    Units  Estimated Accuracy
 RF0677;SPC ME E     -   370,450.      231,510.      MT  (+/- 180 meters Scaled)
 RF0677
 RF0677                          SUPERSEDED SURVEY CONTROL
 RF0677
 RF0677.No superseded survey control is available for this station.
 RF0677
 RF0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN695048(NAD 83)
 RF0677_MARKER: DD = SURVEY DISK
 RF0677_SETTING: 80 = SET IN A BOULDER
 RF0677_SP_SET: BOULDER
 RF0677_STAMPING: 39 JHS 1984
 RF0677_MARK LOGO: USGS  
 RF0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0677+STABILITY: SURFACE MOTION
 RF0677
 RF0677  HISTORY     - Date     Condition        Report By
 RF0677  HISTORY     - 1984     MONUMENTED       USGS-M
 RF0677
 RF0677                          STATION DESCRIPTION
 RF0677
 RF0677'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1984
 RF0677'16.7 MI WSW FROM DICKEY.
 RF0677'DICKEY BRIDGE (OVER ST. JOHN RIVER), 17.5 MI (28.2 KM) (AIRLINE)
 RF0677'SW. OF ALONG ST. JOHN RIVER, ABOUT 1 MI (1.6 KM) S. AND 2.7 MI
 RF0677'(4.3 KM) W. OF NE. COR. OF T. 15, R. 13, WELS, 52 FT (15.8 M) NE.
 RF0677'ALONG RD. THENCE 27 FT (8.2 M) SE. AND 4.6 FT (1.4 M) LOWER THAN RD.
 RF0677'AT ENTRANCE NW., 3 FT (0.9 M) SE. OF A WITNESS POST, SET IN TOP OF A
 RF0677'9 FT (2.7 M) BY 7 FT (2.1 M) BOULDER, PROJECTING 5 FT (1.5 M).
 RF0677'THE MARK IS 4.6 FT BELOW AN ENTRANCE NW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0116 ***********************************************************************
 SF0116  DESIGNATION -  39 ROD USGS
 SF0116  PID         -  SF0116
 SF0116  STATE/COUNTY-  ME/AROOSTOOK
 SF0116  USGS QUAD   -  ALLAGASH (1986)
 SF0116
 SF0116                         *CURRENT SURVEY CONTROL
 SF0116  ___________________________________________________________________
 SF0116* NAD 83(1986)-  47 00 20.     (N)    069 00 29.     (W)     SCALED    
 SF0116* NAVD 88     -       375.141  (meters)    1230.78   (feet)  ADJUSTED  
 SF0116  ___________________________________________________________________
 SF0116  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 SF0116  DYNAMIC HT  -         375.170 (meters)    1230.87  (feet)  COMP
 SF0116  MODELED GRAV-     980,679.8   (mgal)                       NAVD 88
 SF0116
 SF0116  VERT ORDER  -  SECOND    CLASS II
 SF0116
 SF0116.The horizontal coordinates were scaled from a topographic map and have
 SF0116.an estimated accuracy of +/- 6 seconds.
 SF0116
 SF0116.The orthometric height was determined by differential leveling
 SF0116.and adjusted by the National Geodetic Survey in June 1991..
 SF0116
 SF0116.The geoid height was determined by GEOID03.
 SF0116
 SF0116.The dynamic height is computed by dividing the NAVD 88
 SF0116.geopotential number by the normal gravity value computed on the
 SF0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0116.degrees latitude (g = 980.6199 gals.).
 SF0116
 SF0116.The modeled gravity was interpolated from observed gravity values.
 SF0116
 SF0116;                    North         East    Units  Estimated Accuracy
 SF0116;SPC ME E     -   371,170.      261,370.      MT  (+/- 180 meters Scaled)
 SF0116
 SF0116                          SUPERSEDED SURVEY CONTROL
 SF0116
 SF0116.No superseded survey control is available for this station.
 SF0116
 SF0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN993057(NAD 83)
 SF0116_MARKER: DB = BENCH MARK DISK
 SF0116_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SF0116_SP_SET: COPPER-CLAD STEEL ROD
 SF0116_STAMPING: 39 ROD 1983
 SF0116_MARK LOGO: USGS  
 SF0116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SF0116
 SF0116  HISTORY     - Date     Condition        Report By
 SF0116  HISTORY     - 1983     MONUMENTED       USGS-M
 SF0116
 SF0116                          STATION DESCRIPTION
 SF0116
 SF0116'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1983
 SF0116'16.7 MI SSW FROM ST FRANCIS.
 SF0116'5.9 MI (9.5 KM) SOUTHWEST ALONG STATE HIGHWAY 161 FROM THE POST
 SF0116'OFFICE IN ST. FRANCIS, THENCE 7.5 MI (12.1 KM) SOUTH ALONG MAIN
 SF0116'TRAVELED ROAD TO ROAD JUNCTION, THENCE 1.6 MI (2.6 KM) WEST-NORTHWEST
 SF0116'ALONG RIGHT ROAD FORK TO BM 41 ROD USGS AND ROAD JUNCTION, THENCE 1.7
 SF0116'MI SOUTHWEST ALONG ROAD TO BM ON THE LEFT, ABOUT 1.7 MI (2.7 KM)
 SF0116'SOUTHWEST OF WOOD BRIDGE OVER NEGRO BROOK, ABOUT 1 MI (1.6 KM)
 SF0116'NORTHEAST OF APPROXIMATE HEAD OF EAST TWIN BROOK, 55 FT (16.8 M) NORTH
 SF0116'AND 37 FT (11.3 M) EAST AND 4.2 FT (1.3 M) HIGHER THAN ROAD, AT AN
 SF0116'EAST-WEST CROSS TRAILS, 1.5 FT (0.46 M) WEST OF WITNESS POST, A ROD
 SF0116'SUPPORTED USGS TABLET CENTERED IN A PLASTIC PIPE PROJECTING 0.2 FT
 SF0116'(0.06 M) AND STAMPED 39 ROD 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0149 ***********************************************************************
 PF0149  DESIGNATION -  393
 PF0149  PID         -  PF0149
 PF0149  STATE/COUNTY-  ME/OXFORD
 PF0149  USGS QUAD   -  CANTON (1967)
 PF0149
 PF0149                         *CURRENT SURVEY CONTROL
 PF0149  ___________________________________________________________________
 PF0149* NAD 83(1986)-  44 27 36.     (N)    070 18 17.     (W)     SCALED    
 PF0149* NAVD 88     -       119.592  (meters)     392.36   (feet)  ADJUSTED  
 PF0149  ___________________________________________________________________
 PF0149  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 PF0149  DYNAMIC HT  -         119.580 (meters)     392.32  (feet)  COMP
 PF0149  MODELED GRAV-     980,509.4   (mgal)                       NAVD 88
 PF0149
 PF0149  VERT ORDER  -  SECOND    CLASS 0
 PF0149
 PF0149.The horizontal coordinates were scaled from a topographic map and have
 PF0149.an estimated accuracy of +/- 6 seconds.
 PF0149
 PF0149.The orthometric height was determined by differential leveling
 PF0149.and adjusted by the National Geodetic Survey in June 1991..
 PF0149
 PF0149.The geoid height was determined by GEOID03.
 PF0149
 PF0149.The dynamic height is computed by dividing the NAVD 88
 PF0149.geopotential number by the normal gravity value computed on the
 PF0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0149.degrees latitude (g = 980.6199 gals.).
 PF0149
 PF0149.The modeled gravity was interpolated from observed gravity values.
 PF0149
 PF0149;                    North         East    Units  Estimated Accuracy
 PF0149;SPC ME W     -   180,740.      889,010.      MT  (+/- 180 meters Scaled)
 PF0149
 PF0149                          SUPERSEDED SURVEY CONTROL
 PF0149
 PF0149  NGVD 29 (??/??/92)  119.727  (m)          392.80   (f) ADJ UNCH    2 0
 PF0149
 PF0149.Superseded values are not recommended for survey control.
 PF0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0149.See file dsdata.txt to determine how the superseded data were derived.
 PF0149
 PF0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK962237(NAD 83)
 PF0149_MARKER: DB = BENCH MARK DISK
 PF0149_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PF0149_SP_SET: PIER
 PF0149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0149
 PF0149  HISTORY     - Date     Condition        Report By
 PF0149  HISTORY     - UNK      MONUMENTED       USGS
 PF0149  HISTORY     - 1935     GOOD             NGS
 PF0149
 PF0149                          STATION DESCRIPTION
 PF0149
 PF0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PF0149'AT GILBERTVILLE.
 PF0149'AT GILBERTVILLE, OXFORD COUNTY, AT THE MAINE CENTRAL RAILROAD
 PF0149'STATION, 70 YARDS NORTHEAST OF THE NORTH RAIL, IN THE TOP OF THE
 PF0149'WEST END OF THE SOUTH PIER OF A HIGHWAY BRIDGE OVER ANDROSCOGGIN
 PF0149'RIVER, AND 6 FEET LOWER THAN THE BRIDGE FLOOR.  A UNITED STATES
 PF0149'GEOLOGICAL SURVEY STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0127 ***********************************************************************
 PE0127  DESIGNATION -  397.5
 PE0127  PID         -  PE0127
 PE0127  STATE/COUNTY-  ME/HANCOCK
 PE0127  USGS QUAD   -  AMHERST (1988)
 PE0127
 PE0127                         *CURRENT SURVEY CONTROL
 PE0127  ___________________________________________________________________
 PE0127* NAD 83(1986)-  44 46 09.     (N)    068 19 41.     (W)     SCALED    
 PE0127* NAVD 88     -       121.00   (+/-2cm)     397.0    (feet)  VERTCON   
 PE0127  ___________________________________________________________________
 PE0127  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 PE0127
 PE0127  VERT ORDER  -  ? (See Below)
 PE0127
 PE0127.The horizontal coordinates were scaled from a topographic map and have
 PE0127.an estimated accuracy of +/- 6 seconds.
 PE0127
 PE0127.The NAVD 88 height was computed by applying the VERTCON shift value to
 PE0127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PE0127.The vertical order pertains to the NGVD 29 superseded value.
 PE0127
 PE0127.The geoid height was determined by GEOID03.
 PE0127
 PE0127;                    North         East    Units  Estimated Accuracy
 PE0127;SPC ME E     -   122,510.      313,610.      MT  (+/- 180 meters Scaled)
 PE0127
 PE0127                          SUPERSEDED SURVEY CONTROL
 PE0127
 PE0127  NGVD 29 (??/??/92)  121.196  (m)          397.62   (f) ADJ UNCH    ?  
 PE0127
 PE0127.Superseded values are not recommended for survey control.
 PE0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0127.See file dsdata.txt to determine how the superseded data were derived.
 PE0127
 PE0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK531575(NAD 83)
 PE0127_MARKER: Z = SEE DESCRIPTION
 PE0127_SETTING: 80 = SET IN A BOULDER
 PE0127_SP_SET: BOULDER
 PE0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0127+STABILITY: SURFACE MOTION
 PE0127
 PE0127  HISTORY     - Date     Condition        Report By
 PE0127  HISTORY     - UNK      MONUMENTED       USGS
 PE0127  HISTORY     - 1953     GOOD             NGS
 PE0127
 PE0127                          STATION DESCRIPTION
 PE0127
 PE0127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 PE0127'5.8 MI S FROM AURORA.
 PE0127'5.85 MILES SOUTH ALONG STATE HIGHWAY 179 FROM THE JUNCTION OF
 PE0127'STATE HIGHWAY 9 AT AURORA, ABOUT 4.4 MILES NORTH OF THE TOWN
 PE0127'HALL AT WALTHAM, 38 FEET WEST OF CENTER LINE OF HIGHWAY, ABOUT
 PE0127'200 FEET SOUTH-SOUTHEAST OF SOUTHEAST CORNER OF A. RICHARDSON
 PE0127'RESIDENCE, 36 FEET SOUTH OF A 24-INCH SPRUCE TREE AT THE NORTH
 PE0127'EDGE OF A CLEARING, 97 FEET NORTH-NORTHWEST OF POWER POLE NO. 5/74,
 PE0127'AN OUTLINED SQUARE ON THE TOP OF A POINTED BOULDER ABOUT 3 BY
 PE0127'4 FEET AND PROJECTING 3 FEET AND ABOUT 1 FOOT ABOVE LEVEL OF
 PE0127'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0577 ***********************************************************************
 OC0577  DESIGNATION -  398
 OC0577  PID         -  OC0577
 OC0577  STATE/COUNTY-  ME/OXFORD
 OC0577  USGS QUAD   -  HIRAM (1964)
 OC0577
 OC0577                         *CURRENT SURVEY CONTROL
 OC0577  ___________________________________________________________________
 OC0577* NAD 83(1986)-  43 53 44.     (N)    070 49 51.     (W)     SCALED    
 OC0577* NAVD 88     -       120.784  (meters)     396.27   (feet)  ADJUSTED  
 OC0577  ___________________________________________________________________
 OC0577  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 OC0577  DYNAMIC HT  -         120.765 (meters)     396.21  (feet)  COMP
 OC0577  MODELED GRAV-     980,463.9   (mgal)                       NAVD 88
 OC0577
 OC0577  VERT ORDER  -  SECOND    CLASS 0
 OC0577
 OC0577.The horizontal coordinates were scaled from a topographic map and have
 OC0577.an estimated accuracy of +/- 6 seconds.
 OC0577
 OC0577.The orthometric height was determined by differential leveling
 OC0577.and adjusted by the National Geodetic Survey in June 1991..
 OC0577
 OC0577.The geoid height was determined by GEOID03.
 OC0577
 OC0577.The dynamic height is computed by dividing the NAVD 88
 OC0577.geopotential number by the normal gravity value computed on the
 OC0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0577.degrees latitude (g = 980.6199 gals.).
 OC0577
 OC0577.The modeled gravity was interpolated from observed gravity values.
 OC0577
 OC0577;                    North         East    Units  Estimated Accuracy
 OC0577;SPC ME W     -   118,220.      846,640.      MT  (+/- 180 meters Scaled)
 OC0577
 OC0577                          SUPERSEDED SURVEY CONTROL
 OC0577
 OC0577  NGVD 29 (??/??/92)  120.933  (m)          396.76   (f) ADJ UNCH    2 0
 OC0577
 OC0577.Superseded values are not recommended for survey control.
 OC0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0577.See file dsdata.txt to determine how the superseded data were derived.
 OC0577
 OC0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ529619(NAD 83)
 OC0577_MARKER: DD = SURVEY DISK
 OC0577_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC0577_SP_SET: BRIDGE SEAT
 OC0577_STAMPING: 398
 OC0577_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC0577
 OC0577  HISTORY     - Date     Condition        Report By
 OC0577  HISTORY     - UNK      MONUMENTED       USGS
 OC0577  HISTORY     - 1933     GOOD             NGS
 OC0577  HISTORY     - 1975     GOOD             NGS
 OC0577  HISTORY     - 20040320 POOR             GEOCAC
 OC0577
 OC0577                          STATION DESCRIPTION
 OC0577
 OC0577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 OC0577'2 MI NW FROM HIRAM.
 OC0577'2.0 MILES NORTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM HIRAM,
 OC0577'0.35 MILE SOUTHEAST OF MILEPOST P 39, 150 FEET SOUTH OF THE
 OC0577'CROSSING OF STATE HIGHWAY 113, AT A BRIDGE, AND IN THE TOP OF THE
 OC0577'NORTH WING WALL OF THE WEST ABUTMENT OF THE BRIDGE SEAT.
 OC0577
 OC0577                          STATION RECOVERY (1975)
 OC0577
 OC0577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 OC0577'RECOVERED IN GOOD CONDITION.
 OC0577
 OC0577                          STATION RECOVERY (2004)
 OC0577
 OC0577'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 OC0577'DESCRIPTION IS ADEQUATE BUT DISC IS HEAVILY SCRATCHED WITH 1/8 OF DISC
 OC0577'MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0022 ***********************************************************************
 RE0022  DESIGNATION -  399.6
 RE0022  PID         -  RE0022
 RE0022  STATE/COUNTY-  ME/AROOSTOOK
 RE0022  USGS QUAD   -  BRIDGEWATER (1984)
 RE0022
 RE0022                         *CURRENT SURVEY CONTROL
 RE0022  ___________________________________________________________________
 RE0022* NAD 83(1986)-  46 29 45.     (N)    067 50 49.     (W)     SCALED    
 RE0022* NAVD 88     -       121.52   (+/-2cm)     398.7    (feet)  VERTCON   
 RE0022  ___________________________________________________________________
 RE0022  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 RE0022
 RE0022  VERT ORDER  -  ? (See Below)
 RE0022
 RE0022.The horizontal coordinates were scaled from a topographic map and have
 RE0022.an estimated accuracy of +/- 6 seconds.
 RE0022
 RE0022.The NAVD 88 height was computed by applying the VERTCON shift value to
 RE0022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RE0022.The vertical order pertains to the NGVD 29 superseded value.
 RE0022
 RE0022.The geoid height was determined by GEOID03.
 RE0022
 RE0022;                    North         East    Units  Estimated Accuracy
 RE0022;SPC ME E     -   314,590.      350,130.      MT  (+/- 180 meters Scaled)
 RE0022
 RE0022                          SUPERSEDED SURVEY CONTROL
 RE0022
 RE0022  NGVD 29 (??/??/92)  121.731  (m)          399.38   (f) ADJ UNCH    ?  
 RE0022
 RE0022.Superseded values are not recommended for survey control.
 RE0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0022.See file dsdata.txt to determine how the superseded data were derived.
 RE0022
 RE0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM884497(NAD 83)
 RE0022_MARKER: S = SPIKE
 RE0022_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RE0022_SP_SET: RAIL
 RE0022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RE0022
 RE0022  HISTORY     - Date     Condition        Report By
 RE0022  HISTORY     - UNK      MONUMENTED       USGS
 RE0022  HISTORY     - 1936     MARK NOT FOUND   NGS
 RE0022
 RE0022                          STATION DESCRIPTION
 RE0022
 RE0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 RE0022'1.7 MI N FROM ROBINSONS.
 RE0022'1.7 MILES NORTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 RE0022'THE STATION AT ROBINSONS, AROOSTOOK COUNTY, 225 YARDS SOUTH
 RE0022'OF MILEPOST 195, AT THE SOUTHWEST CORNER OF A DIRT-ROAD CROSSING,
 RE0022'AND ON THE INSIDE OF THE WEST RAIL.  THE TOP OF A SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB2654 ***********************************************************************
 AB2654  SACS        -  This is a Secondary Airport Control Station.
 AB2654  DESIGNATION -  3B1 A
 AB2654  PID         -  AB2654
 AB2654  STATE/COUNTY-  ME/PISCATAQUIS
 AB2654  USGS QUAD   -  GREENVILLE (1989)
 AB2654
 AB2654                         *CURRENT SURVEY CONTROL
 AB2654  ___________________________________________________________________
 AB2654* NAD 83(1996)-  45 27 56.02750(N)    069 33 27.66098(W)     ADJUSTED  
 AB2654* NAVD 88     -       419.76   (meters)    1377.2    (feet)  GPS OBS   
 AB2654  ___________________________________________________________________
 AB2654  X           -   1,565,099.441 (meters)                     COMP
 AB2654  Y           -  -4,198,930.871 (meters)                     COMP
 AB2654  Z           -   4,524,067.486 (meters)                     COMP
 AB2654  LAPLACE CORR-           3.70  (seconds)                    DEFLEC99
 AB2654  ELLIP HEIGHT-         395.22  (meters)          (01/07/02) GPS OBS
 AB2654  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 AB2654
 AB2654  HORZ ORDER  -  FIRST
 AB2654  ELLP ORDER  -  FIFTH     CLASS I
 AB2654
 AB2654.This mark is at Greenville Airport (3B1)
 AB2654
 AB2654.The horizontal coordinates were established by GPS observations
 AB2654.and adjusted by the National Geodetic Survey in July 1997..
 AB2654
 AB2654.The orthometric height was determined by GPS observations and a
 AB2654.high-resolution geoid model.
 AB2654
 AB2654.GPS derived orthometric heights for airport stations designated as
 AB2654.PACS or SACS are published to 2 decimal places.  This maintains
 AB2654.centimeter relative accuracy between the PACS and SACS.  It does
 AB2654.not indicate centimeter accuracy relative to other marks which are
 AB2654.part of the NAVD 88 network.
 AB2654
 AB2654.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2654
 AB2654.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2654
 AB2654.The ellipsoidal height was determined by GPS observations
 AB2654.and is referenced to NAD 83.
 AB2654
 AB2654.The geoid height was determined by GEOID03.
 AB2654
 AB2654;                    North         East     Units Scale Factor Converg.
 AB2654;SPC ME E     -   200,423.537   217,291.460   MT  0.99998408   -0 45 14.4
 AB2654;UTM  19      - 5,034,821.932   456,403.422   MT  0.99962337   -0 23 51.1
 AB2654
 AB2654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2654!SPC ME E     -   0.99993804  x   0.99998408  =   0.99992212
 AB2654!UTM  19      -   0.99993804  x   0.99962337  =   0.99956144
 AB2654
 AB2654                          SUPERSEDED SURVEY CONTROL
 AB2654
 AB2654  ELLIP H (07/24/97)  395.21   (m)                       GP(       ) 1 1
 AB2654  NAD 83(1992)-  45 27 56.02761(N)    069 33 27.66055(W) AD(1995.00) 1
 AB2654  ELLIP H (04/19/96)  395.17   (m)                       GP(1995.00) 3 1
 AB2654
 AB2654.Superseded values are not recommended for survey control.
 AB2654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2654.See file dsdata.txt to determine how the superseded data were derived.
 AB2654
 AB2654_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL5640334822(NAD 83)
 AB2654_MARKER: DD = SURVEY DISK
 AB2654_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB2654_STAMPING: 3B1 A 1995
 AB2654_MARK LOGO: NGS   
 AB2654_PROJECTION: FLUSH
 AB2654_MAGNETIC: P = MARKER IS A STEEL PIPE
 AB2654_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB2654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2654+SATELLITE: SATELLITE OBSERVATIONS - July 02, 1996
 AB2654_ROD/PIPE-DEPTH: 1    meters
 AB2654
 AB2654  HISTORY     - Date     Condition        Report By
 AB2654  HISTORY     - 1995     MONUMENTED       CHANCE
 AB2654  HISTORY     - 19960702 GOOD             NGS
 AB2654
 AB2654                          STATION DESCRIPTION
 AB2654
 AB2654'DESCRIBED BY JE CHANCE AND ASSOCIATES 1995 (CL)
 AB2654'THE STATION IS LOCATED ABOUT 2.9 KM (1.80 MI) EAST OF GREENVILLE, AT
 AB2654'THE GREENVILLE MUNICIPAL AIRPORT.  OWNERSHIP--TOWN OF GREENVILLE, MAX
 AB2654'FOLSOM - FBO, PHONE 207-695-2821  TO REACH THE STATION FROM THE
 AB2654'BLINKER LIGHT IN GREENVILLE (WHERE STATE HIGHWAYS 6 AND 15 TURN FROM
 AB2654'WEST TO SOUTH) , GO NORTH FOR 70 M (229.7 FT) ON THE PAVED ROAD TO A
 AB2654'PAVED STREET RIGHT.  TURN RIGHT AND GO EAST FOR 2.7 KM (1.65 MI) ON
 AB2654'PLEASANT STREET TO A PAVED ROAD LEFT, JUST PAST A TRAILER PARK ON THE
 AB2654'RIGHT TURN LEFT AND GO NORTH FOR 1.0 KM (0.60 MI) ON THE PAVED ROAD TO
 AB2654'A CROSSROAD TURN RIGHT AND GO SOUTH FOR 0.2 KM (0.10 MI) TO THE END OF
 AB2654'ROAD AT THE AIRPORT.  TURN RIGHT AND PROCEED WEST ON TAXIWAY TO RUNWAY
 AB2654'14-32.  TURN RIGHT AND PROCEED NORTHWEST ALONG NORTHEAST SIDE OF
 AB2654'RUNWAY TO END OF RUNWAY AND STATION ON THE RIGHT  THE STATION IS THE
 AB2654'CENTER OF 5.0 CM SURVEY DISK SET INTO THE TOP OF A 1 M (3.3 FT) LONG
 AB2654'FENO PIPE, RECESSED 12 CM BELOW GROUND LEVEL AND ENCASED IN A 12.7 CM
 AB2654'DIA PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE.  THE LOGO CAP AND
 AB2654'CONCRETE ARE SET FLUSH WITH THE GROUND. THREE CIRCULAR ANCHOR PRONGS
 AB2654'EXTEND FROM THE BOTTOM OF THE PIPE.  THE STATION IS LOCATED 89.50 M
 AB2654'(293.63 FT) NORTH-NORTHWEST OF THE FIRST RUNWAY LIGHT SOUTHEAST OF THE
 AB2654'END OF THE RUNWAY, 41.82 M (137.20 FT) NORTH OF THE NORTHEASTERNMOST
 AB2654'THRESHOLD LIGHT, 2.4 M (7.9 FT) SOUTHEAST OF THE EDGE OF THE AIRPORT
 AB2654'FIELD AT BRUSHLINE, AND 27.9 M (91.5 FT) SOUTHWEST OF THE EDGE OF THE
 AB2654'AIRPORT FIELD AT BRUSHLINE  THIS STATION IS DESIGNATED AS A SECONDARY
 AB2654'AIRPORT CONTROL STATION (SACS) - MAINE ANA SURVEYS 1995
 AB2654
 AB2654                          STATION RECOVERY (1996)
 AB2654
 AB2654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AB2654'THE STATION IS LOCATED ABOUT 2.9 KM (1.80 MI) EAST OF GREENVILLE, AT
 AB2654'THE GREENVILLE MUNICIPAL AIRPORT.  OWNERSHIP--TOWN OF GREENVILLE, TOM
 AB2654'COTA - TOWN MANAGER, PHONE 207-695-2421.  TO REACH THE STATION FROM
 AB2654'THE BLINKER LIGHT IN GREENVILLE (WHERE STATE HIGHWAYS 6 AND 15 TURN
 AB2654'FROM WEST TO SOUTH) , GO NORTH FOR 70 M (229.7 FT) ON THE PAVED ROAD
 AB2654'TO A PAVED STREET RIGHT, TURN RIGHT AND GO EAST FOR 2.7 KM (1.65 MI)
 AB2654'ON PLEASANT STREET TO A PAVED ROAD LEFT, TURN LEFT AND GO NORTH FOR
 AB2654'1.0 KM (0.60 MI) ON THE PAVED ROAD TO A INTERSECTION, TURN RIGHT AND
 AB2654'GO SOUTH ON A PAVED ROAD FOR 0.2 KM (0.10 MI) TO THE END OF ROAD AT
 AB2654'THE AIRPORT, TURN RIGHT AND GO WEST ON TAXIWAY FOR 0.1 KM (0.05 MI) TO
 AB2654'RUNWAY 14-32, TURN RIGHT AND GO NORTHWEST ALONG NORTHEAST SIDE OF
 AB2654'RUNWAY TO END OF RUNWAY THE RUNWAY PAVEMENT AND STATION JUST AHEAD ON
 AB2654'THE RIGHT.  THE STATION IS THE CENTER OF 5.0 CM SURVEY DISK SET INTO
 AB2654'THE TOP OF A 1 M (3.3 FT) LONG FENO PIPE, RECESSED 12 CM BELOW GROUND
 AB2654'LEVEL AND ENCASED IN A 12.7 CM DIA PVC PIPE WITH A LOGO CAP SURROUNDED
 AB2654'BY CONCRETE, THE LOGO CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND
 AB2654'AND THREE CIRCULAR ANCHOR PRONGS EXTEND FROM THE BOTTOM OF THE PIPE.
 AB2654'THE STATION IS LOCATED 89.50 M (293.63 FT) NORTH-NORTHWEST OF THE
 AB2654'FIRST RUNWAY LIGHT SOUTHEAST OF THE END OF THE RUNWAY, 41.82 M (137.20
 AB2654'FT) NORTH OF THE NORTHEASTERNMOST THRESHOLD LIGHT, 2.4 M (7.9 FT)
 AB2654'SOUTHEAST OF THE EDGE OF THE AIRPORT FIELD AT BRUSH LINE, AND 27.9 M
 AB2654'(91.5 FT) SOUTHWEST OF THE EDGE OF THE AIRPORT FIELD AT BRUSH LINE.
 AB2654'THIS STATION IS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB2649 ***********************************************************************
 AB2649  FBN         -  This is a Federal Base Network Control Station.
 AB2649  PACS        -  This is a Primary Airport Control Station.
 AB2649  DESIGNATION -  3B4 A
 AB2649  PID         -  AB2649
 AB2649  STATE/COUNTY-  ME/YORK
 AB2649  USGS QUAD   -  DOVER EAST (1988)
 AB2649
 AB2649                         *CURRENT SURVEY CONTROL
 AB2649  ___________________________________________________________________
 AB2649* NAD 83(1996)-  43 08 35.17471(N)    070 46 27.58717(W)     ADJUSTED  
 AB2649* NAVD 88     -        36.66   (meters)     120.3    (feet)  GPS OBS   
 AB2649  ___________________________________________________________________
 AB2649  X           -   1,534,853.552 (meters)                     COMP
 AB2649  Y           -  -4,401,148.996 (meters)                     COMP
 AB2649  Z           -   4,339,122.172 (meters)                     COMP
 AB2649  LAPLACE CORR-           3.87  (seconds)                    DEFLEC99
 AB2649  ELLIP HEIGHT-          10.07  (meters)          (04/26/01) GPS OBS
 AB2649  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 AB2649
 AB2649  HORZ ORDER  -  B
 AB2649  ELLP ORDER  -  FOURTH    CLASS I
 AB2649
 AB2649.This mark is at Littlebrook Air Park  (3B4)
 AB2649
 AB2649.The horizontal coordinates were established by GPS observations
 AB2649.and adjusted by the National Geodetic Survey in July 1997..
 AB2649
 AB2649.The orthometric height was determined by GPS observations and a
 AB2649.high-resolution geoid model.
 AB2649
 AB2649.GPS derived orthometric heights for airport stations designated as
 AB2649.PACS or SACS are published to 2 decimal places.  This maintains
 AB2649.centimeter relative accuracy between the PACS and SACS.  It does
 AB2649.not indicate centimeter accuracy relative to other marks which are
 AB2649.part of the NAVD 88 network.
 AB2649
 AB2649.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2649
 AB2649.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2649
 AB2649.The ellipsoidal height was determined by GPS observations
 AB2649.and is referenced to NAD 83.
 AB2649
 AB2649.The geoid height was determined by GEOID03.
 AB2649
 AB2649;                    North         East     Units Scale Factor Converg.
 AB2649;SPC ME W     -    34,591.320   850,567.294   MT  0.99999672   -0 24 56.0
 AB2649;UTM  19      - 4,778,234.478   355,711.853   MT  0.99985611   -1 12 48.7
 AB2649
 AB2649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2649!SPC ME W     -   0.99999842  x   0.99999672  =   0.99999514
 AB2649!UTM  19      -   0.99999842  x   0.99985611  =   0.99985453
 AB2649
 AB2649|---------------------------------------------------------------------|
 AB2649| PID    Reference Object                     Distance      Geod. Az  |
 AB2649|                                                           dddmmss.s |
 AB2649| OC2793 ELIOT AZ MK                          77.492 METERS 09620     |
 AB2649| OC2776 ELIOT                               386.107 METERS 10715     |
 AB2649| AB2650 3B4 B                               369.471 METERS 29833     |
 AB2649|---------------------------------------------------------------------|
 AB2649
 AB2649                          SUPERSEDED SURVEY CONTROL
 AB2649
 AB2649  ELLIP H (07/24/97)   10.04   (m)                       GP(       ) 1 1
 AB2649  NAD 83(1992)-  43 08 35.17497(N)    070 46 27.58593(W) AD(1995.00) B
 AB2649  ELLIP H (04/19/96)   10.06   (m)                       GP(1995.00) 3 1
 AB2649
 AB2649.Superseded values are not recommended for survey control.
 AB2649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2649.See file dsdata.txt to determine how the superseded data were derived.
 AB2649
 AB2649_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH5571278234(NAD 83)
 AB2649_MARKER: I = METAL ROD
 AB2649_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB2649_STAMPING: 3B4 A 1995
 AB2649_MARK LOGO: NGS   
 AB2649_PROJECTION: RECESSED 5 CENTIMETERS
 AB2649_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2649_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2649+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2000
 AB2649_ROD/PIPE-DEPTH: 6.0  meters
 AB2649
 AB2649  HISTORY     - Date     Condition        Report By
 AB2649  HISTORY     - 1995     MONUMENTED       CHANCE
 AB2649  HISTORY     - 19960723 GOOD             NGS
 AB2649  HISTORY     - 20000519 GOOD             NGS
 AB2649
 AB2649                          STATION DESCRIPTION
 AB2649
 AB2649'DESCRIBED BY JE CHANCE AND ASSOCIATES 1995 (DS)
 AB2649'THE STATION IS LOCATED ABOUT 2.6 KM (1.60 MI) SOUTHEAST OF ELIOT AT
 AB2649'THE LITTLEBROOK AIR PARK.  OWNERSHIP--JACK HARDY, PHONE (207) 439-4922
 AB2649'TO REACH THE STATION FROM INTERSTATE HIGHWAY 95, STATE ROUTE 236
 AB2649'INTERCHANGE, EXIT 2, GO NORTHERLY ALONG STATE ROUTE 236 FOR 3.6 KM
 AB2649'(2.25 MI) TO THE JUNCTION OF BEECH ROAD.  TURN RIGHT, NORTHEAST ON
 AB2649'BEECH ROAD FOR 0.8 KM (0.50 MI) TO A PAVED ROAD LEFT.  TURN LEFT AND
 AB2649'GO NORTHWEST ALONG PAVED ROAD FOR 0.8 KM (0.50 MI) TO A CROSSROAD.
 AB2649'TURN LEFT AND GO NORTHWEST 0.2 KM (0.10 MI) BEHIND THE TERMINAL TO A
 AB2649'SMALL PARKING LOT.  CONTINUE STRAIGHT AHEAD ACROSS THE APRON TO RUNWAY
 AB2649'12-30.  TURN LEFT AND GO NORTHWEST 0.3 KM (0.20 MI) ALONG RUNWAY 12-30
 AB2649'TO THE STATION ON THE LEFT  THE STATION IS THE TOP CENTER OF A
 AB2649'STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 6 M (19.7 FT)
 AB2649'RECESSED 5 CM BELOW GROUND LEVEL IN A 2.5 CM GREASED FILLED FLUTED
 AB2649'PLASTIC SLEEVE 90 CM LONG ENCASED IN A 12.7 CM DIAMETER PVC PIPE WITH
 AB2649'NGS LOGO CAP SURROUNDED BY CONCRETE.  THE LOGO CAP AND CONCRETE ARE
 AB2649'SET FLUSH WITH THE GROUND. THE STATION IS LOCATED 27.73 M (90.98 FT)
 AB2649'SOUTH-SOUTHWEST OF CENTERLINE OF RUNWAY, 5.6 M (18.4 FT)
 AB2649'SOUTH-SOUTHWEST OF THE CENTERLINE OF ACCESS ROAD, 19.75 M (64.80 FT)
 AB2649'SOUTHWEST OF A RUNWAY LIGHT, 50.6 M (166.0 FT) SOUTHEAST OF A RUNWAY
 AB2649'LIGHT, AND 22.75 M (74.64 FT) WEST OF THE CENTERLINE OF THE ACCESS
 AB2649'ROAD AT THE EDGE OF PAVEMENT  THE STATION IS DESIGNATED AS A PRIMARY
 AB2649'AIRPORT CONTROL STATION (PACS) - MAINE ANA SURVEYS 1995.
 AB2649
 AB2649                          STATION RECOVERY (1996)
 AB2649
 AB2649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (WCW)
 AB2649'RECOVERY NOTE BY NGS 1996.  RECOVERED IN GOOD CONDITION.  1995
 AB2649'DESCRIPTION ADEQUATE - SUPPLEMENTAL NOTE FOLLOWS.  STATION SET IN 1995
 AB2649'BY J.A.  CHANCE, CONTRACTOR FOR NGS.  FROM BEECH ROAD, LEFT TURN ONTO
 AB2649'BARNARD, A PAVED ROAD, AT AIRPORT SIGN.
 AB2649
 AB2649                          STATION RECOVERY (2000)
 AB2649
 AB2649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 AB2649'THE STATION IS LOCATED ABOUT 5.31 KM (3.30 MI) NORTHWEST OF THE
 AB2649'JUNCTION OF INTERSTATE HIGHWAY 95 (EXIT 3) AND STATE HIGHWAY 236, 6.45
 AB2649'KM (4.00 MI) SOUTHEAST OF ELIOT, AT THE LITTLE BROOK AIRPORT, 0.32 KM
 AB2649'(0.20 MI) NORTHWEST OF THE AIRPORT OFFICE, ON THE SOUTHWEST SIDE OF
 AB2649'THE GRAVEL ROAD PARALLELING THE SOUTHWEST SIDE OF THE RUNWAY.
 AB2649'OWNERSHIP--LITTLE BROOK AIR PARK.  MR. WARREN HARMOND, AIRPORT
 AB2649'MANAGER, PHONE 207-439-4922, SHOULD BE CONTACTED ONE DAY IN ADVANCE OF
 AB2649'SURVEY.  MR HARMOND REQUESTS THAT NO SURVEY VEHICLES DRIVE ON RUNWAY.
 AB2649'TO REACH THE STATION FROM THE END OF THE EXIT RAMP AT THE JUNCTION OF
 AB2649'INTERSTATE HIGHWAY 95 AND STATE HIGHWAY 236 NORTH (EXIT 3), ABOUT 6.45
 AB2649'KM (4.00 MI) SOUTHEAST OF ELIOT, GO NORTH ON HIGHWAY 236 FOR 3.62 KM
 AB2649'(2.25 MI) TO THE JUNCTION OF BEECH ROAD AT A TRAFFIC LIGHT.  TURN
 AB2649'RIGHT, NORTHEAST ON BEECH ROAD AND GO 0.08 KM (0.05 MI) TO THE
 AB2649'JUNCTION OF A PAVED ROAD LEFT AND SIGN --LITTLE BROOK AIR PARK--.
 AB2649'TURN LEFT, NORTHWESTERLY ON THE ROAD FOR 0.8 KM (0.50 MI) TO ITS END
 AB2649'AT THE RUNWAY STRAIGHT AHEAD AND THE AIRPORT ENTRANCE DRIVE ON THE
 AB2649'LEFT.  TURN LEFT, NORTHWEST ON THE AIRPORT ENTRANCE DRIVE FOR 0.16 KM
 AB2649'(0.10 MI) TO A SMALL PARKING LOT AND THE AIRPORT OFFICE BUILDING ON
 AB2649'THE RIGHT AND A GRAVEL ROAD ON THE LEFT.  BEAR LEFT, NORTHWEST ALONG
 AB2649'THE GRAVEL ROAD PARALLELING THE SOUTHWEST SIDE OF THE RUNWAY FOR 0.32
 AB2649'KM (0.20 MI) TO THE NORTHWEST END OF AN ASPHALT TAXIWAY FOR THE
 AB2649'TIE-DOWN AREA ON THE RIGHT.  CONTINUE AHEAD, NORTHWEST ON THE GRAVEL
 AB2649'ROAD FOR ABOUT 22.86 M (75.00 FT) TO THE STATION ON THE LEFT.  THE
 AB2649'STATION IS A PUNCH MARK ON THE TOP OF A STAINLESS STEEL ROD IN A
 AB2649'GREASE-FILLED SLEEVE, ENCASED IN A 13 CM PVC PIPE WITH AN NGS LOGO CAP
 AB2649'SURROUNDED BY CONCRETE FLUSH WITH GROUND. LOCATED 19.97 M (65.52 FT)
 AB2649'SOUTHWEST OF THE SOUTHWEST EDGE OF THE RUNWAY, 22.71 M (74.51 FT)
 AB2649'WEST-NORTHWEST OF THE WEST CORNER OF THE END OF THE ASPHALT TAXIWAY
 AB2649'FOR THE TIE-DOWN AREA, 19.75 M (64.80 FT) SOUTH-SOUTHWEST OF A RUNWAY
 AB2649'LIGHT (FIRST LIGHT NORTHWEST OF THE END OF THE TIE-DOWN AREA TAXIWAY),
 AB2649'5.03 M (16.50 FT) SOUTHWEST OF THE GRAVEL ROAD AND 0.37 M (1.21 FT)
 AB2649'NORTHEAST OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB2650 ***********************************************************************
 AB2650  SACS        -  This is a Secondary Airport Control Station.
 AB2650  DESIGNATION -  3B4 B
 AB2650  PID         -  AB2650
 AB2650  STATE/COUNTY-  ME/YORK
 AB2650  USGS QUAD   -  DOVER EAST (1988)
 AB2650
 AB2650                         *CURRENT SURVEY CONTROL
 AB2650  ___________________________________________________________________
 AB2650* NAD 83(1996)-  43 08 40.89643(N)    070 46 41.94938(W)     ADJUSTED  
 AB2650* NAVD 88     -        38.17   (meters)     125.2    (feet)  GPS OBS   
 AB2650  ___________________________________________________________________
 AB2650  X           -   1,534,507.671 (meters)                     COMP
 AB2650  Y           -  -4,401,142.780 (meters)                     COMP
 AB2650  Z           -   4,339,251.935 (meters)                     COMP
 AB2650  LAPLACE CORR-           3.86  (seconds)                    DEFLEC99
 AB2650  ELLIP HEIGHT-          11.43  (meters)          (01/07/02) GPS OBS
 AB2650  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 AB2650
 AB2650  HORZ ORDER  -  FIRST
 AB2650  ELLP ORDER  -  FIFTH     CLASS I
 AB2650
 AB2650.This mark is at Littlebrook Air Park  (3B4)
 AB2650
 AB2650.The horizontal coordinates were established by GPS observations
 AB2650.and adjusted by the National Geodetic Survey in July 1997..
 AB2650
 AB2650.The orthometric height was determined by GPS observations and a
 AB2650.high-resolution geoid model.
 AB2650
 AB2650.GPS derived orthometric heights for airport stations designated as
 AB2650.PACS or SACS are published to 2 decimal places.  This maintains
 AB2650.centimeter relative accuracy between the PACS and SACS.  It does
 AB2650.not indicate centimeter accuracy relative to other marks which are
 AB2650.part of the NAVD 88 network.
 AB2650
 AB2650.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2650
 AB2650.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2650
 AB2650.The ellipsoidal height was determined by GPS observations
 AB2650.and is referenced to NAD 83.
 AB2650
 AB2650.The geoid height was determined by GEOID03.
 AB2650
 AB2650;                    North         East     Units Scale Factor Converg.
 AB2650;SPC ME W     -    34,770.247   850,244.041   MT  0.99999711   -0 25 05.8
 AB2650;UTM  19      - 4,778,417.864   355,391.168   MT  0.99985725   -1 12 58.7
 AB2650
 AB2650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2650!SPC ME W     -   0.99999821  x   0.99999711  =   0.99999532
 AB2650!UTM  19      -   0.99999821  x   0.99985725  =   0.99985546
 AB2650
 AB2650|---------------------------------------------------------------------|
 AB2650| PID    Reference Object                     Distance      Geod. Az  |
 AB2650|                                                           dddmmss.s |
 AB2650| AB2649 3B4 A                               369.471 METERS 11833     |
 AB2650|---------------------------------------------------------------------|
 AB2650
 AB2650                          SUPERSEDED SURVEY CONTROL
 AB2650
 AB2650  ELLIP H (07/24/97)   11.40   (m)                       GP(       ) 1 1
 AB2650  NAD 83(1992)-  43 08 40.89669(N)    070 46 41.94815(W) AD(1995.00) 1
 AB2650  ELLIP H (04/19/96)   11.41   (m)                       GP(1995.00) 3 1
 AB2650
 AB2650.Superseded values are not recommended for survey control.
 AB2650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2650.See file dsdata.txt to determine how the superseded data were derived.
 AB2650
 AB2650_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH5539178418(NAD 83)
 AB2650_MARKER: DD = SURVEY DISK
 AB2650_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB2650_STAMPING: 3B4 B 1995
 AB2650_MARK LOGO: NGS   
 AB2650_PROJECTION: RECESSED 15 CENTIMETERS
 AB2650_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2650_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB2650_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2650+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2000
 AB2650_ROD/PIPE-DEPTH: 1.0  meters
 AB2650
 AB2650  HISTORY     - Date     Condition        Report By
 AB2650  HISTORY     - 1995     MONUMENTED       CHANCE
 AB2650  HISTORY     - 19960723 GOOD             NGS
 AB2650  HISTORY     - 20000428 GOOD             NGS
 AB2650
 AB2650                          STATION DESCRIPTION
 AB2650
 AB2650'DESCRIBED BY JE CHANCE AND ASSOCIATES 1995 (DS)
 AB2650'THE STATION IS LOCATED ABOUT 2.6 KM (1.60 MI) SOUTHEAST OF ELIOT AT
 AB2650'THE LITTLEBROOK AIR PARK.  OWNERSHIP--JACK HARDY, PHONE (207) 439-4922
 AB2650'TO REACH THE STATION FROM INTERSTATE HIGHWAY 95, STATE ROUTE 236
 AB2650'INTERCHANGE, EXIT 2, GO NORTHERLY ALONG STATE ROUTE 236 FOR 3.6 KM
 AB2650'(2.25 MI) TO THE JUNCTION OF BEECH ROAD.  TURN RIGHT, NORTHEAST ON
 AB2650'BEECH ROAD FOR 0.8 KM (0.50 MI) TO A PAVED ROAD LEFT.  TURN LEFT AND
 AB2650'GO NORTHWEST ALONG PAVED ROAD FOR 0.8 KM (0.50 MI) TO A CROSSROAD.
 AB2650'TURN LEFT AND GO NORTHWEST 0.2 KM (0.10 MI) BEHIND THE TERMINAL TO A
 AB2650'SMALL PARKING LOT.  CONTINUE STRAIGHT AHEAD ACROSS THE APRON TO RUNWAY
 AB2650'12-30.  TURN LEFT AND GO NORTHWEST 0.6 KM (0.35 MI) ALONG RUNWAY 12-30
 AB2650'TO THE STATION ON THE RIGHT AT THE END OF THE RUNWAY AT THE TURNAROUND
 AB2650'THE STATION IS THE TOP CENTER OF A 5 CM DIA SURVEY DISK SET INTO THE
 AB2650'TOP OF A 1.0 M (3.3 FT) LONG FENO PIPE, RECESSED 15 CM BELOW GROUND
 AB2650'LEVEL AND ENCASED IN A 12.7 CM DIA PVC PIPE WITH LOGO CAP SURROUNDED
 AB2650'BY CONCRETE.  THE LOGO CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
 AB2650'THREE CIRCULAR ANCHOR PRONGS EXTEND FROM THE BOTTOM OF THE PIPE.  THE
 AB2650'STATION IS LOCATED, 18.8 M (61.7 FT) NORTH OF NORTHWEST THRESHOLD
 AB2650'LIGHT, 36.7 M (120.4 FT) NORTH OF SOUTHWEST THRESHOLD LIGHT, 66.0 M
 AB2650'(216.5 FT) WEST-NORTHWEST OF LAST YELLOW RUNWAY LIGHT ON NORTH SIDE OF
 AB2650'RUNAWY, AND APPROXIMATELY 13 M (42.7 FT) NORTHWEST OF THE EDGE OF
 AB2650'TARMAC AT THE TURNAROUND  THE STATION IS DESIGNATED AS A SECONDARY
 AB2650'AIRPORT CONTROL STATION (SACS) - MAINE ANA SURVEYS 1995.
 AB2650
 AB2650                          STATION RECOVERY (1996)
 AB2650
 AB2650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (WCW)
 AB2650'RECOVERY NOTE BY NGS 1996.  RECOVERED IN GOOD CONDITION.  1995
 AB2650'DESCRIPTION ADEQUATE WITH FOLLOWING SUPPLEMENTAL NOTES.  THE STATION
 AB2650'IS THE TOP CENTER OF A 5 CM DIA SURVEY DISK SET INTO THE TOP OF A 1.0
 AB2650'M (3.3 FT) LONG FENO PIPE.  THE STATION IS LOCATED 26.3 M (86.3 FT)
 AB2650'NORTHEAST OF THE EXTENDED CENTERLINE OF RUNWAY 12-30, 21.2 M (69.6 FT)
 AB2650'NORTHWEST OF THE EXTENDED END OF RUNWAY 30 AT APPROACH 12, AND 0.9 M
 AB2650'(3.0 FT) SOUTH OF AN ORANGE FIBERGLASS WITNESS POST.
 AB2650
 AB2650                          STATION RECOVERY (2000)
 AB2650
 AB2650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 AB2650'RECOVERED AS DESCRIBED.  NOTE--MR. WARREN HARMOND, AIRPORT MANAGER,
 AB2650'REQUESTED THAT WHEN ACCESSING THE STATION TO PLEASE NOT DRIVE ON THE
 AB2650'RUNWAY.  USE THE DIRT ROAD PARALLELING THE RUNWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1167 ***********************************************************************
 PF1167  DESIGNATION -  4 JEM
 PF1167  PID         -  PF1167
 PF1167  STATE/COUNTY-  ME/OXFORD
 PF1167  USGS QUAD   -  EAST STONEHAM (1970)
 PF1167
 PF1167                         *CURRENT SURVEY CONTROL
 PF1167  ___________________________________________________________________
 PF1167* NAD 83(1996)-  44 20 10.94661(N)    070 46 45.17048(W)     ADJUSTED  
 PF1167* NAVD 88     -       199.40   (+/-2cm)     654.2    (feet)  VERTCON   
 PF1167  ___________________________________________________________________
 PF1167  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 PF1167  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 PF1167
 PF1167  HORZ ORDER  -  SECOND
 PF1167  VERT ORDER  -  THIRD ? (See Below)
 PF1167
 PF1167.The horizontal coordinates were established by classical geodetic methods
 PF1167.and adjusted by the National Geodetic Survey in March 1998..
 PF1167
 PF1167.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF1167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF1167.The vertical order pertains to the NGVD 29 superseded value.
 PF1167
 PF1167.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1167
 PF1167.The geoid height was determined by GEOID03.
 PF1167
 PF1167;                    North         East     Units Scale Factor Converg.
 PF1167;SPC ME W     -   167,170.983   851,149.934   MT  0.99999600   -0 25 41.2
 PF1167;UTM  19      - 4,910,773.625   358,160.914   MT  0.99984742   -1 14 37.1
 PF1167
 PF1167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1167!SPC ME W     -   0.99997294  x   0.99999600  =   0.99996894
 PF1167!UTM  19      -   0.99997294  x   0.99984742  =   0.99982036
 PF1167
 PF1167:                Primary Azimuth Mark                     Grid Az
 PF1167:SPC ME W     -  ALBANY                                   324 27 26.7
 PF1167:UTM  19      -  ALBANY                                   325 16 22.6
 PF1167
 PF1167|---------------------------------------------------------------------|
 PF1167| PID    Reference Object                     Distance      Geod. Az  |
 PF1167|                                                           dddmmss.s |
 PF1167| PF1168 ALBANY                              APPROX. 0.6 KM 3240145.5 |
 PF1167|---------------------------------------------------------------------|
 PF1167
 PF1167                          SUPERSEDED SURVEY CONTROL
 PF1167
 PF1167  NAD 83(1992)-  44 20 10.94689(N)    070 46 45.17110(W) AD(       ) 2
 PF1167  NAD 83(1986)-  44 20 10.95460(N)    070 46 45.17377(W) AD(       ) 2
 PF1167  NAD 27      -  44 20 10.70952(N)    070 46 46.92903(W) AD(       ) 2
 PF1167  NGVD 29 (07/19/86)  199.55   (m)          654.7    (f) LEVELING    3  
 PF1167
 PF1167.Superseded values are not recommended for survey control.
 PF1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1167.See file dsdata.txt to determine how the superseded data were derived.
 PF1167
 PF1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK5816110774(NAD 83)
 PF1167_MARKER: Z = SEE DESCRIPTION
 PF1167_SETTING: 0 = UNSPECIFIED SETTING
 PF1167
 PF1167  HISTORY     - Date     Condition        Report By
 PF1167  HISTORY     - 1976     MONUMENTED       NGS
 PF1167
 PF1167                          STATION DESCRIPTION
 PF1167
 PF1167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 PF1167'THIS STATION WAS ESTABLISHED BY AN EDM MEASUREMENT FROM
 PF1167'TRAVERSE STATION ALBANY.  SEE DESCRIPTION THEREOF.
 PF1167'
 PF1167'DESCRIBED BY JERRY E. ELLINGWOOD.
 PF1167'
 PF1167'THE HEIGHT OF LIGHT ABOVE THE STATION WAS 1.0 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0642 ***********************************************************************
 RF0642  DESIGNATION -  4 JHS
 RF0642  PID         -  RF0642
 RF0642  STATE/COUNTY-  ME/AROOSTOOK
 RF0642  USGS QUAD   -  UGH LAKE (1986)
 RF0642
 RF0642                         *CURRENT SURVEY CONTROL
 RF0642  ___________________________________________________________________
 RF0642* NAD 83(1986)-  46 39 45.     (N)    069 31 45.     (W)     SCALED    
 RF0642* NAVD 88     -       393.738  (meters)    1291.79   (feet)  ADJUSTED  
 RF0642  ___________________________________________________________________
 RF0642  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 RF0642  DYNAMIC HT  -         393.756 (meters)    1291.85  (feet)  COMP
 RF0642  MODELED GRAV-     980,647.2   (mgal)                       NAVD 88
 RF0642
 RF0642  VERT ORDER  -  SECOND    CLASS II
 RF0642
 RF0642.The horizontal coordinates were scaled from a topographic map and have
 RF0642.an estimated accuracy of +/- 6 seconds.
 RF0642
 RF0642.The orthometric height was determined by differential leveling
 RF0642.and adjusted by the National Geodetic Survey in June 1991..
 RF0642
 RF0642.The geoid height was determined by GEOID03.
 RF0642
 RF0642.The dynamic height is computed by dividing the NAVD 88
 RF0642.geopotential number by the normal gravity value computed on the
 RF0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0642.degrees latitude (g = 980.6199 gals.).
 RF0642
 RF0642.The modeled gravity was interpolated from observed gravity values.
 RF0642
 RF0642;                    North         East    Units  Estimated Accuracy
 RF0642;SPC ME E     -   333,420.      221,240.      MT  (+/- 180 meters Scaled)
 RF0642
 RF0642                          SUPERSEDED SURVEY CONTROL
 RF0642
 RF0642.No superseded survey control is available for this station.
 RF0642
 RF0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM595677(NAD 83)
 RF0642_MARKER: DD = SURVEY DISK
 RF0642_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RF0642+WITH SETTING: INFORMATION.
 RF0642_SP_SET: SHALLOW-SET METAL ROD
 RF0642_STAMPING: 4 JHS 1984
 RF0642_MARK LOGO: USGS  
 RF0642_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RF0642
 RF0642  HISTORY     - Date     Condition        Report By
 RF0642  HISTORY     - 1984     MONUMENTED       USGS-M
 RF0642
 RF0642                          STATION DESCRIPTION
 RF0642
 RF0642'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1984
 RF0642'3.6 MI NORTH FROM CLAYTON LAKE.
 RF0642'CLAYTON LAKE POST OFFICE, 3.8 MI (6.1 KM) N. OF ALONG RD., ABOUT
 RF0642'3 MI (4.8 KM) W. OF NE. COR. T. 11, R. 14 WELS, ABOUT 0.50 MI
 RF0642'(0.80 KM) S. OF BRIDGE OVER HOLMS BROOK, NEAR THE TOP OF A GRADE, 24
 RF0642'FT (7.3 M) S., 38 FT (11.6 M) E. AND 1.6 FT (0.50 M) HIGHER THAN RD.
 RF0642'AT DIM TRAIL E., 2 FT (0.60 M) N. OF WITNESS POST, A STANDARD ROD SUP-
 RF0642'PORTED TABLET CENTERED IN PLASTIC PIPE AT GROUND LEVEL.
 RF0642'THE MARK IS 1.6 FT ABOVE THE RD AT TRAIL EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0602 ***********************************************************************
 RF0602  DESIGNATION -  4 JHS USGS
 RF0602  PID         -  RF0602
 RF0602  STATE/COUNTY-  ME/AROOSTOOK
 RF0602  USGS QUAD   -  BIG MACHIAS LAKE (1985)
 RF0602
 RF0602                         *CURRENT SURVEY CONTROL
 RF0602  ___________________________________________________________________
 RF0602* NAD 83(1986)-  46 42 56.     (N)    068 52 02.     (W)     SCALED    
 RF0602* NAVD 88     -       307.939  (meters)    1010.30   (feet)  ADJUSTED  
 RF0602  ___________________________________________________________________
 RF0602  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 RF0602  DYNAMIC HT  -         307.963 (meters)    1010.38  (feet)  COMP
 RF0602  MODELED GRAV-     980,682.4   (mgal)                       NAVD 88
 RF0602
 RF0602  VERT ORDER  -  SECOND    CLASS II
 RF0602
 RF0602.The horizontal coordinates were scaled from a topographic map and have
 RF0602.an estimated accuracy of +/- 6 seconds.
 RF0602
 RF0602.The orthometric height was determined by differential leveling
 RF0602.and adjusted by the National Geodetic Survey in June 1991..
 RF0602
 RF0602.The geoid height was determined by GEOID03.
 RF0602
 RF0602.The dynamic height is computed by dividing the NAVD 88
 RF0602.geopotential number by the normal gravity value computed on the
 RF0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0602.degrees latitude (g = 980.6199 gals.).
 RF0602
 RF0602.The modeled gravity was interpolated from observed gravity values.
 RF0602
 RF0602;                    North         East    Units  Estimated Accuracy
 RF0602;SPC ME E     -   338,870.      271,930.      MT  (+/- 180 meters Scaled)
 RF0602
 RF0602                          SUPERSEDED SURVEY CONTROL
 RF0602
 RF0602.No superseded survey control is available for this station.
 RF0602
 RF0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM101735(NAD 83)
 RF0602_MARKER: DB = BENCH MARK DISK
 RF0602_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RF0602_SP_SET: COPPER-CLAD STEEL ROD
 RF0602_STAMPING: 4 JHS 1983
 RF0602_MARK LOGO: USGS  
 RF0602_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0602
 RF0602  HISTORY     - Date     Condition        Report By
 RF0602  HISTORY     - 1983     MONUMENTED       USGS-M
 RF0602
 RF0602                          STATION DESCRIPTION
 RF0602
 RF0602'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1983
 RF0602'26 MI WNW FROM ASHLAND.
 RF0602'22.3 MI (35.9 KM) WEST ALONG AMERICAN REALTY ROAD FROM ASHLAND, THENCE
 RF0602'3.4 MI (5.5 KM) NORTHWEST ALONG ROAD FROM ITS JUNCTION WITH AMERICAN
 RF0602'REALTY ROAD NEAR NORTHWEST CORNER OF BIG MACHIAS LAKE, ABOUT 3.4 MI
 RF0602'(5.5 KM) NORTH AND 2 MI (3.2 KM) WEST OF SOUTHEAST CORNER OF T. 12 R.
 RF0602'9 WELS., 117 FT (35.7 KM) NORTHWEST ALONG ROAD FROM A SMALL STEEL
 RF0602'CULVERT, 43 FT (13.1 M) SOUTHWEST OF ROAD, 4 FT (1.2 M) SOUTHWEST OF A
 RF0602'24-INCH CEDAR TREE, 3.8 FT (1.2 M) ABOVE THE LEVEL OF THE ROAD, A ROD
 RF0602'SUPPORTED USGS TABLET CENTERED IN PLASTIC TILE AND STAMPED 4 JHS 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0187 ***********************************************************************
 OC0187  TIDAL BM    -  This is a Tidal Bench Mark.
 OC0187  DESIGNATION -  4 USE
 OC0187  PID         -  OC0187
 OC0187  STATE/COUNTY-  ME/CUMBERLAND
 OC0187  USGS QUAD   -  PORTLAND EAST (1975)
 OC0187
 OC0187                         *CURRENT SURVEY CONTROL
 OC0187  ___________________________________________________________________
 OC0187* NAD 83(1986)-  43 41 22.     (N)    070 10 06.     (W)     SCALED    
 OC0187* LOCAL TIDAL -         4.095  (meters)      13.44   (feet)  ADJ UNCH  
 OC0187  ___________________________________________________________________
 OC0187  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 OC0187
 OC0187  VERT ORDER  -  SECOND    CLASS 0
 OC0187
 OC0187.The horizontal coordinates were scaled from a topographic map and have
 OC0187.an estimated accuracy of +/- 6 seconds.
 OC0187
 OC0187.The orthometric height was key entered from printed documents
 OC0187.and not key verified.
 OC0187
 OC0187.This Tidal Bench Mark is designated as VM 1905
 OC0187.by the Center for Operational Oceanographic Products and Services.
 OC0187
 OC0187.The geoid height was determined by GEOID03.
 OC0187
 OC0187;                    North         East    Units  Estimated Accuracy
 OC0187;SPC ME W     -    95,110.      899,870.      MT  (+/- 180 meters Scaled)
 OC0187
 OC0187                          SUPERSEDED SURVEY CONTROL
 OC0187
 OC0187.No superseded survey control is available for this station.
 OC0187
 OC0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ058380(NAD 83)
 OC0187_MARKER: DJ = TIDAL STATION DISK
 OC0187_SETTING: 66 = SET IN ROCK OUTCROP
 OC0187_SP_SET: BEDROCK
 OC0187_STAMPING: LONG ISLAND BM 4 23.06
 OC0187_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC0187+STABILITY: POSITION/ELEVATION WELL
 OC0187
 OC0187  HISTORY     - Date     Condition        Report By
 OC0187  HISTORY     - UNK      MONUMENTED       DOD
 OC0187  HISTORY     - 1943     GOOD             NGS
 OC0187
 OC0187                          STATION DESCRIPTION
 OC0187
 OC0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 OC0187'AT LONG ISLAND.
 OC0187'AT LONG ISLAND, CUMBERLAND COUNTY, 350 FEET NORTH OF THE POST
 OC0187'OFFICE, 67 FEET SOUTHEAST OF THE SOUTHEAST END OF THE PONCE
 OC0187'LANDING PIER, 54 FEET NORTHWEST OF THE NORTH CORNER OF A STORE
 OC0187'BUILDING, 50 FEET SOUTHWEST OF A WOVEN-WIRE FENCE, 28.6 FEET
 OC0187'SOUTHEAST OF THE CENTERLINE OF THE ROAD LEADING TO THE PIER, AND
 OC0187'IN BEDROCK FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0916 ***********************************************************************
 QG0916  DESIGNATION -  4 USGS
 QG0916  PID         -  QG0916
 QG0916  STATE/COUNTY-  ME/PISCATAQUIS
 QG0916  USGS QUAD   -  NORTH EAST CARRY (1989)
 QG0916
 QG0916                         *CURRENT SURVEY CONTROL
 QG0916  ___________________________________________________________________
 QG0916* NAD 83(1986)-  45 52 02.     (N)    069 37 47.     (W)     SCALED    
 QG0916* NAVD 88     -       314.843  (meters)    1032.95   (feet)  ADJUSTED  
 QG0916  ___________________________________________________________________
 QG0916  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 QG0916  DYNAMIC HT  -         314.840 (meters)    1032.94  (feet)  COMP
 QG0916  MODELED GRAV-     980,597.1   (mgal)                       NAVD 88
 QG0916
 QG0916  VERT ORDER  -  SECOND    CLASS 0
 QG0916
 QG0916.The horizontal coordinates were scaled from a topographic map and have
 QG0916.an estimated accuracy of +/- 6 seconds.
 QG0916
 QG0916.The orthometric height was determined by differential leveling
 QG0916.and adjusted by the National Geodetic Survey in June 1991..
 QG0916
 QG0916.The geoid height was determined by GEOID03.
 QG0916
 QG0916.The dynamic height is computed by dividing the NAVD 88
 QG0916.geopotential number by the normal gravity value computed on the
 QG0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0916.degrees latitude (g = 980.6199 gals.).
 QG0916
 QG0916.The modeled gravity was interpolated from observed gravity values.
 QG0916
 QG0916;                    North         East    Units  Estimated Accuracy
 QG0916;SPC ME E     -   245,140.      212,290.      MT  (+/- 180 meters Scaled)
 QG0916
 QG0916                          SUPERSEDED SURVEY CONTROL
 QG0916
 QG0916  NGVD 29 (??/??/92)  315.007  (m)         1033.49   (f) ADJ UNCH    2 0
 QG0916
 QG0916.Superseded values are not recommended for survey control.
 QG0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0916.See file dsdata.txt to determine how the superseded data were derived.
 QG0916
 QG0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL511794(NAD 83)
 QG0916_MARKER: DB = BENCH MARK DISK
 QG0916_SETTING: 80 = SET IN A BOULDER
 QG0916_SP_SET: BOULDER
 QG0916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0916+STABILITY: SURFACE MOTION
 QG0916
 QG0916  HISTORY     - Date     Condition        Report By
 QG0916  HISTORY     - UNK      MONUMENTED       USGS
 QG0916  HISTORY     - 1953     GOOD             NGS
 QG0916
 QG0916                          STATION DESCRIPTION
 QG0916
 QG0916'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 QG0916'AT NORTHEAST CARRY.
 QG0916'AT NORTHEAST CARRY, ABOUT 0.1 MILE EAST ALONG A ROAD FROM THE INN,
 QG0916'66.5 FEET SOUTHWEST OF CENTER LINE OF ROAD, 108 FEET SOUTH-SOUTHWEST
 QG0916'OF SOUTH CORNER OF A SMALL WHITE FRAME CABIN, 192 FEET SOUTH OF
 QG0916'SOUTH CORNER OF SHELBY WALKER RESIDENCE, 75.0 FEET NORTH-NORTHEAST
 QG0916'OF WATERS EDGE OF MOOSEHEAD LAKE, AND SET IN THE TOP OF A LARGE
 QG0916'BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0738 ***********************************************************************
 QG0738  DESIGNATION -  4 WA 420 USGS
 QG0738  PID         -  QG0738
 QG0738  STATE/COUNTY-  ME/PISCATAQUIS
 QG0738  USGS QUAD   -  SANGERVILLE (1984)
 QG0738
 QG0738                         *CURRENT SURVEY CONTROL
 QG0738  ___________________________________________________________________
 QG0738* NAD 83(1986)-  45 10 43.     (N)    069 17 27.     (W)     SCALED    
 QG0738* NAVD 88     -       127.946  (meters)     419.77   (feet)  ADJUSTED  
 QG0738  ___________________________________________________________________
 QG0738  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 QG0738  DYNAMIC HT  -         127.943 (meters)     419.76  (feet)  COMP
 QG0738  MODELED GRAV-     980,590.3   (mgal)                       NAVD 88
 QG0738
 QG0738  VERT ORDER  -  FIRST     CLASS II
 QG0738
 QG0738.The horizontal coordinates were scaled from a topographic map and have
 QG0738.an estimated accuracy of +/- 6 seconds.
 QG0738
 QG0738.The orthometric height was determined by differential leveling
 QG0738.and adjusted by the National Geodetic Survey in June 1991..
 QG0738
 QG0738.The geoid height was determined by GEOID03.
 QG0738
 QG0738.The dynamic height is computed by dividing the NAVD 88
 QG0738.geopotential number by the normal gravity value computed on the
 QG0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0738.degrees latitude (g = 980.6199 gals.).
 QG0738
 QG0738.The modeled gravity was interpolated from observed gravity values.
 QG0738
 QG0738;                    North         East    Units  Estimated Accuracy
 QG0738;SPC ME E     -   168,300.      237,850.      MT  (+/- 180 meters Scaled)
 QG0738
 QG0738                          SUPERSEDED SURVEY CONTROL
 QG0738
 QG0738.No superseded survey control is available for this station.
 QG0738
 QG0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL771028(NAD 83)
 QG0738_MARKER: DD = SURVEY DISK
 QG0738_SETTING: 80 = SET IN A BOULDER
 QG0738_SP_SET: BOULDER
 QG0738_STAMPING: 4 WA 1931 420
 QG0738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0738+STABILITY: SURFACE MOTION
 QG0738
 QG0738  HISTORY     - Date     Condition        Report By
 QG0738  HISTORY     - 1931     MONUMENTED       USGS
 QG0738  HISTORY     - 1935     GOOD             NGS
 QG0738  HISTORY     - 1978     GOOD             NGS
 QG0738  HISTORY     - 19950710 GOOD             USPSQD
 QG0738
 QG0738                          STATION DESCRIPTION
 QG0738
 QG0738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QG0738'3.4 MI W FROM DOVER-FOXCROFT.
 QG0738'3.4 MILES WEST ALONG STATE HIGHWAY 15 FROM THE BANGOR AND
 QG0738'AROOSTOOK RAILROAD STATION AT DOVER-FOXCROFT, PISCATAQUIS
 QG0738'COUNTY, 1.3 MILES EAST OF LOWS BRIDGE OVER THE PISCATAQUIS
 QG0738'RIVER, 125 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 15,
 QG0738'45.0 FEET WEST OF THE CENTER LINE OF A SIDE ROAD LEADING NORTH,
 QG0738'AND IN THE TOP OF A BOULDER.
 QG0738
 QG0738                          STATION RECOVERY (1978)
 QG0738
 QG0738'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0738'3.15 MILES WEST ALONG STATE HIGHWAY 6 FROM ITS JUNCTION WITH STATE
 QG0738'HIGHWAYS 15 AND 153, 129.9 FT. NORTH OF THE CENTER LINE OF THE
 QG0738'HIGHWAY, 124.0 FT. SOUTHWEST OF THE CENTER LINE OF SEBEC SHORE ROAD,
 QG0738'41.8 FT. EAST OF THE SOUTHEAST CORNER OF A TWO STORY WOOD FRAME
 QG0738'HOUSE OWNED BY T. BARKLEY, 29.5 FT. SOUTHWEST OF POWER POLE 7 1 1
 QG0738'WITH ONE TRANSFORMER, 269.5 FT. NORTHWEST OF THE INTERSECTION OF
 QG0738'HIGHWAY 6 AND SEBEC SHORE ROAD.
 QG0738
 QG0738                          STATION RECOVERY (1995)
 QG0738
 QG0738'RECOVERY NOTE BY US POWER SQUADRON 1995
 QG0738'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1145 ***********************************************************************
 QG1145  DESIGNATION -  4 WA USGS
 QG1145  PID         -  QG1145
 QG1145  STATE/COUNTY-  ME/PENOBSCOT
 QG1145  USGS QUAD   -  SEBOEIS (1988)
 QG1145
 QG1145                         *CURRENT SURVEY CONTROL
 QG1145  ___________________________________________________________________
 QG1145* NAD 83(1986)-  45 16 34.     (N)    068 42 25.     (W)     SCALED    
 QG1145* NAVD 88     -        59.930  (meters)     196.62   (feet)  ADJUSTED  
 QG1145  ___________________________________________________________________
 QG1145  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 QG1145  DYNAMIC HT  -          59.929 (meters)     196.62  (feet)  COMP
 QG1145  MODELED GRAV-     980,608.5   (mgal)                       NAVD 88
 QG1145
 QG1145  VERT ORDER  -  FIRST     CLASS II
 QG1145
 QG1145.The horizontal coordinates were scaled from a topographic map and have
 QG1145.an estimated accuracy of +/- 6 seconds.
 QG1145
 QG1145.The orthometric height was determined by differential leveling
 QG1145.and adjusted by the National Geodetic Survey in June 1991..
 QG1145
 QG1145.The geoid height was determined by GEOID03.
 QG1145
 QG1145.The dynamic height is computed by dividing the NAVD 88
 QG1145.geopotential number by the normal gravity value computed on the
 QG1145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1145.degrees latitude (g = 980.6199 gals.).
 QG1145
 QG1145.The modeled gravity was interpolated from observed gravity values.
 QG1145
 QG1145;                    North         East    Units  Estimated Accuracy
 QG1145;SPC ME E     -   178,850.      283,760.      MT  (+/- 180 meters Scaled)
 QG1145
 QG1145                          SUPERSEDED SURVEY CONTROL
 QG1145
 QG1145.No superseded survey control is available for this station.
 QG1145
 QG1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL229136(NAD 83)
 QG1145_MARKER: DB = BENCH MARK DISK
 QG1145_SETTING: 80 = SET IN A BOULDER
 QG1145_SP_SET: BOULDER
 QG1145_STAMPING: 4WA
 QG1145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG1145+STABILITY: SURFACE MOTION
 QG1145
 QG1145  HISTORY     - Date     Condition        Report By
 QG1145  HISTORY     - UNK      MONUMENTED       USGS
 QG1145  HISTORY     - 1978     GOOD             NGS
 QG1145
 QG1145                          STATION DESCRIPTION
 QG1145
 QG1145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1145'3.8 MI WEST FROM HOWLAND.
 QG1145'2.2 MILES WEST ALONG STATE HIGHWAY 116 FROM THE NORTH END OF THE STATE
 QG1145'HIGHWAY 116 BRIDGE ACROSS THE PISCATAQUIS RIVER AT HOWLAND TO THE
 QG1145'Y-JUNCTION OF OLD STATE HIGHWAY 16, THENCE 1.5 MILES WEST ALONG OLD
 QG1145'STATE HIGHWAY 16 TO A PAVED ROAD LEADING NORTH, THENCE 0.1 MILE
 QG1145'NORTH ALONG THE PAVED ROAD, 57.2 FT. SOUTHEAST OF THE CENTER LINE OF
 QG1145'THE ROAD, 31.6 FT. SOUTH SOUTHEAST OF A TRIANGULAR BLAZED 8-INCH
 QG1145'PINE TREE, 31.5 FT. SOUTHEAST OF POWER POLE 158/1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0003 ***********************************************************************
 PD0003  TIDAL BM    -  This is a Tidal Bench Mark.
 PD0003  DESIGNATION -  40
 PD0003  PID         -  PD0003
 PD0003  STATE/COUNTY-  ME/WASHINGTON
 PD0003  USGS QUAD   -  EASTPORT (1977)
 PD0003
 PD0003                         *CURRENT SURVEY CONTROL
 PD0003  ___________________________________________________________________
 PD0003* NAD 83(1986)-  44 54 21.     (N)    066 58 46.     (W)     SCALED    
 PD0003* NAVD 88     -        12.170  (meters)      39.93   (feet)  ADJUSTED  
 PD0003  ___________________________________________________________________
 PD0003  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 PD0003  DYNAMIC HT  -          12.170 (meters)      39.93  (feet)  COMP
 PD0003  MODELED GRAV-     980,625.6   (mgal)                       NAVD 88
 PD0003
 PD0003  VERT ORDER  -  FIRST     CLASS II
 PD0003
 PD0003.The horizontal coordinates were scaled from a topographic map and have
 PD0003.an estimated accuracy of +/- 6 seconds.
 PD0003
 PD0003.The orthometric height was determined by differential leveling
 PD0003.and adjusted by the National Geodetic Survey in June 1991..
 PD0003
 PD0003.This Tidal Bench Mark is designated as VM 141
 PD0003.by the Center for Operational Oceanographic Products and Services.
 PD0003
 PD0003.The geoid height was determined by GEOID03.
 PD0003
 PD0003.The dynamic height is computed by dividing the NAVD 88
 PD0003.geopotential number by the normal gravity value computed on the
 PD0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0003.degrees latitude (g = 980.6199 gals.).
 PD0003
 PD0003.The modeled gravity was interpolated from observed gravity values.
 PD0003
 PD0003;                    North         East    Units  Estimated Accuracy
 PD0003;SPC ME E     -   138,810.      420,080.      MT  (+/- 180 meters Scaled)
 PD0003
 PD0003                          SUPERSEDED SURVEY CONTROL
 PD0003
 PD0003  NGVD 29 (??/??/92)   12.360  (m)           40.55   (f) ADJ UNCH    1 2
 PD0003
 PD0003.Superseded values are not recommended for survey control.
 PD0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0003.See file dsdata.txt to determine how the superseded data were derived.
 PD0003
 PD0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK595744(NAD 83)
 PD0003_MARKER: DB = BENCH MARK DISK
 PD0003_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PD0003_SP_SET: BUILDING
 PD0003_STAMPING: MAINE 40 1907
 PD0003_MARK LOGO: USGS  
 PD0003_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PD0003_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PD0003+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2000
 PD0003
 PD0003  HISTORY     - Date     Condition        Report By
 PD0003  HISTORY     - 1907     MONUMENTED       USGS
 PD0003  HISTORY     - 1946     GOOD             NGS
 PD0003  HISTORY     - 1978     GOOD             NGS
 PD0003  HISTORY     - 20001024 GOOD             NGS
 PD0003
 PD0003                          STATION DESCRIPTION
 PD0003
 PD0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 PD0003'AT EASTPORT.
 PD0003'AT EASTPORT, WASHINGTON COUNTY, IN THE WEST SIDE OF THE POST
 PD0003'OFFICE AND CUSTOM HOUSE, 14.2 FEET NORTH OF THE SOUTH END OF THE
 PD0003'BUILDING, AND ABOUT 3-1/2 FEET ABOVE GROUND.  A UNITED STATES
 PD0003'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 40 AND SET VERTICALLY.
 PD0003
 PD0003                          STATION RECOVERY (1978)
 PD0003
 PD0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PD0003'RECOVERED IN GOOD CONDITION.
 PD0003
 PD0003                          STATION RECOVERY (2000)
 PD0003
 PD0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 PD0003'IN EASTPORT, AT THE INTERSECTION OF STATE HIGHWAY 190 AND WATER
 PD0003'STREET, SET VERTICALLY IN THE WEST FACE OF THE STONE FOUNDATION WALL
 PD0003'OF THE POST OFFICE, 25.6 M (84.0 FT) WEST OF THE STREET CENTER, 10.6 M
 PD0003'(34.8 FT) NORTH OF THE HIGHWAY CENTER, 4.4 M (14.4 FT) NORTH OF THE
 PD0003'SOUTHWEST CORNER OF THE BUILDING, AND 1.0 M (3.3 FT) ABOVE THE LEVEL
 PD0003'OF THE HIGHWAY.  NOTE--THE MARK IS ON U.S.  GOVERNMENT PROPERTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0141 ***********************************************************************
 SF0141  DESIGNATION -  40 JHS
 SF0141  PID         -  SF0141
 SF0141  STATE/COUNTY-  ME/AROOSTOOK
 SF0141  USGS QUAD   -  ROCKY MOUNTAIN SW (1987)
 SF0141
 SF0141                         *CURRENT SURVEY CONTROL
 SF0141  ___________________________________________________________________
 SF0141* NAD 83(1986)-  47 00 32.     (N)    069 23 37.     (W)     SCALED    
 SF0141* NAVD 88     -       256.909  (meters)     842.88   (feet)  ADJUSTED  
 SF0141  ___________________________________________________________________
 SF0141  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 SF0141  DYNAMIC HT  -         256.932 (meters)     842.95  (feet)  COMP
 SF0141  MODELED GRAV-     980,696.8   (mgal)                       NAVD 88
 SF0141
 SF0141  VERT ORDER  -  SECOND    CLASS II
 SF0141
 SF0141.The horizontal coordinates were scaled from a topographic map and have
 SF0141.an estimated accuracy of +/- 6 seconds.
 SF0141
 SF0141.The orthometric height was determined by differential leveling
 SF0141.and adjusted by the National Geodetic Survey in June 1991..
 SF0141
 SF0141.The geoid height was determined by GEOID03.
 SF0141
 SF0141.The dynamic height is computed by dividing the NAVD 88
 SF0141.geopotential number by the normal gravity value computed on the
 SF0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0141.degrees latitude (g = 980.6199 gals.).
 SF0141
 SF0141.The modeled gravity was interpolated from observed gravity values.
 SF0141
 SF0141;                    North         East    Units  Estimated Accuracy
 SF0141;SPC ME E     -   371,800.      232,050.      MT  (+/- 180 meters Scaled)
 SF0141
 SF0141                          SUPERSEDED SURVEY CONTROL
 SF0141
 SF0141.No superseded survey control is available for this station.
 SF0141
 SF0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN700062(NAD 83)
 SF0141_MARKER: DD = SURVEY DISK
 SF0141_SETTING: 66 = SET IN ROCK OUTCROP
 SF0141_SP_SET: ROCK OUTCROP
 SF0141_STAMPING: 40 JHS 1984
 SF0141_MARK LOGO: USGS  
 SF0141_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SF0141+STABILITY: POSITION/ELEVATION WELL
 SF0141
 SF0141  HISTORY     - Date     Condition        Report By
 SF0141  HISTORY     - 1984     MONUMENTED       USGS-M
 SF0141
 SF0141                          STATION DESCRIPTION
 SF0141
 SF0141'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1984
 SF0141'16.0 MI WSW FROM DICKEY.
 SF0141'DICKEY BRIDGE (OVER ST. JOHN RIVER), 16.5 MI (26.6 KM) (AIRLINE)
 SF0141'SW. OF, ALONG ST. JOHN RIVER, ABOUT 0.5 MI (0.8 KM) S. AND 2.3 MI
 SF0141'(3.7 KM) W OF NE. COR. OF T. 15, R. 13, WELS, 143 FT (43.6 M) NW.
 SF0141'ALONG RD. THENCE 35 FT (10.7 M) NE. AND 10.2 FT (3.1 M) HIGHER THAN
 SF0141'X-RDS., 3.3 FT (1 M) W. OF A WITNESS POST, SET IN TOP OF A ROCK, FLUSH
 SF0141'WITH GROUND.
 SF0141'THE MARK IS 10.2 FT ABOVE THE CROSS ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0117 ***********************************************************************
 SF0117  DESIGNATION -  40 ROD USGS
 SF0117  PID         -  SF0117
 SF0117  STATE/COUNTY-  ME/AROOSTOOK
 SF0117  USGS QUAD   -  PELLETIER BROOK LAKE (1985)
 SF0117
 SF0117                         *CURRENT SURVEY CONTROL
 SF0117  ___________________________________________________________________
 SF0117* NAD 83(1986)-  47 01 05.     (N)    068 59 45.     (W)     SCALED    
 SF0117* NAVD 88     -       357.599  (meters)    1173.22   (feet)  ADJUSTED  
 SF0117  ___________________________________________________________________
 SF0117  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 SF0117  DYNAMIC HT  -         357.628 (meters)    1173.32  (feet)  COMP
 SF0117  MODELED GRAV-     980,685.4   (mgal)                       NAVD 88
 SF0117
 SF0117  VERT ORDER  -  SECOND    CLASS II
 SF0117
 SF0117.The horizontal coordinates were scaled from a topographic map and have
 SF0117.an estimated accuracy of +/- 6 seconds.
 SF0117
 SF0117.The orthometric height was determined by differential leveling
 SF0117.and adjusted by the National Geodetic Survey in June 1991..
 SF0117
 SF0117.The geoid height was determined by GEOID03.
 SF0117
 SF0117.The dynamic height is computed by dividing the NAVD 88
 SF0117.geopotential number by the normal gravity value computed on the
 SF0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0117.degrees latitude (g = 980.6199 gals.).
 SF0117
 SF0117.The modeled gravity was interpolated from observed gravity values.
 SF0117
 SF0117;                    North         East    Units  Estimated Accuracy
 SF0117;SPC ME E     -   372,550.      262,310.      MT  (+/- 180 meters Scaled)
 SF0117
 SF0117                          SUPERSEDED SURVEY CONTROL
 SF0117
 SF0117.No superseded survey control is available for this station.
 SF0117
 SF0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN003071(NAD 83)
 SF0117_MARKER: DB = BENCH MARK DISK
 SF0117_SETTING: 66 = SET IN ROCK OUTCROP
 SF0117_SP_SET: ROCK OUTCROP
 SF0117_STAMPING: 40 ROD 1983
 SF0117_MARK LOGO: USGS  
 SF0117_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SF0117+STABILITY: POSITION/ELEVATION WELL
 SF0117
 SF0117  HISTORY     - Date     Condition        Report By
 SF0117  HISTORY     - 1983     MONUMENTED       USGS-M
 SF0117
 SF0117                          STATION DESCRIPTION
 SF0117
 SF0117'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1983
 SF0117'15.7 MI SSW FROM ST FRANCIS.
 SF0117'5.9 MI (9.5 KM) SOUTHWEST ALONG STATE HIGHWAY 161 FROM THE POST
 SF0117'OFFICE IN ST. FRANCIS, THENCE 7.5 MI (12.1 KM) SOUTH ALONG MAIN
 SF0117'TRAVELED ROAD TO ROAD JUNCTION, THENCE 1.6 MI (2.6 KM) WEST-NORTHWEST
 SF0117'ALONG RIGHT ROAD FORK TO BM 41 ROD USGS AND ROAD JUNCTION, THENCE 0.7
 SF0117'MI (1.1 KM) SOUTHWEST ALONG ROAD TO BM ON THE RIGHT, NEAR LOW POINT IN
 SF0117'ROAD, BETWEEN TWO GRADES, 0.7 MI (1.1 KM) SOUTHWEST OF WOOD BRIDGE
 SF0117'OVER NEGRO BROOK, 29 FT (8.8 M) NORTHEAST OF A SMALL CULVERT, THENCE
 SF0117'20 FT (6.1 M) NORTHWEST AND 3.6 FT (1.1 M) HIGHER THAN ROAD, SET NEAR
 SF0117'THE HIGHEST POINT OF LARGE ROCK OUTCROP, A USGS TABLET STAMPED 40 ROD
 SF0117'1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0573 ***********************************************************************
 OC0573  DESIGNATION -  400
 OC0573  PID         -  OC0573
 OC0573  STATE/COUNTY-  ME/OXFORD
 OC0573  USGS QUAD   -  BROWNFIELD (1983)
 OC0573
 OC0573                         *CURRENT SURVEY CONTROL
 OC0573  ___________________________________________________________________
 OC0573* NAD 83(1986)-  43 56 50.     (N)    070 53 15.     (W)     SCALED    
 OC0573* NAVD 88     -       121.422  (meters)     398.37   (feet)  ADJUSTED  
 OC0573  ___________________________________________________________________
 OC0573  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 OC0573  DYNAMIC HT  -         121.403 (meters)     398.30  (feet)  COMP
 OC0573  MODELED GRAV-     980,462.9   (mgal)                       NAVD 88
 OC0573
 OC0573  VERT ORDER  -  SECOND    CLASS 0
 OC0573
 OC0573.The horizontal coordinates were scaled from a topographic map and have
 OC0573.an estimated accuracy of +/- 6 seconds.
 OC0573
 OC0573.The orthometric height was determined by differential leveling
 OC0573.and adjusted by the National Geodetic Survey in June 1991..
 OC0573
 OC0573.The geoid height was determined by GEOID03.
 OC0573
 OC0573.The dynamic height is computed by dividing the NAVD 88
 OC0573.geopotential number by the normal gravity value computed on the
 OC0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0573.degrees latitude (g = 980.6199 gals.).
 OC0573
 OC0573.The modeled gravity was interpolated from observed gravity values.
 OC0573
 OC0573;                    North         East    Units  Estimated Accuracy
 OC0573;SPC ME W     -   124,000.      842,140.      MT  (+/- 180 meters Scaled)
 OC0573
 OC0573                          SUPERSEDED SURVEY CONTROL
 OC0573
 OC0573  NGVD 29 (??/??/92)  121.571  (m)          398.85   (f) ADJ UNCH    2 0
 OC0573
 OC0573.Superseded values are not recommended for survey control.
 OC0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0573.See file dsdata.txt to determine how the superseded data were derived.
 OC0573
 OC0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ485677(NAD 83)
 OC0573_MARKER: DD = SURVEY DISK
 OC0573_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 OC0573_SP_SET: UNSPECIFIED ROCK
 OC0573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC0573
 OC0573  HISTORY     - Date     Condition        Report By
 OC0573  HISTORY     - UNK      MONUMENTED       USGS
 OC0573  HISTORY     - 1933     GOOD             NGS
 OC0573  HISTORY     - 1975     MARK NOT FOUND   NGS
 OC0573  HISTORY     - 20050821 MARK NOT FOUND   GEOCAC
 OC0573
 OC0573                          STATION DESCRIPTION
 OC0573
 OC0573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 OC0573'AT BROWNFIELD.
 OC0573'AT BROWNFIELD, ON THE MAINE CENTRAL RAILROAD, 15 FEET SOUTH OF
 OC0573'THE SOUTHEAST END OF THE STATION, 100 FEET EAST OF THE EAST END
 OC0573'OF THE POST OFFICE, AT A DIRT-ROAD CROSSING, 25 FEET NORTH OF
 OC0573'THE CENTERLINE OF THE ROAD, 15 FEET WEST OF THE CENTERLINE OF
 OC0573'THE TRACK, IN THE TOP OF AN EMBEDDED ROCK, AND LEVEL WITH THE
 OC0573'BASE OF THE RAIL.
 OC0573
 OC0573                          STATION RECOVERY (1975)
 OC0573
 OC0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 OC0573'MARK NOT FOUND.
 OC0573
 OC0573                          STATION RECOVERY (2005)
 OC0573
 OC0573'RECOVERY NOTE BY GEOCACHING 2005 (JKS)
 OC0573'MARK NOT FOUND. NOT RECOVERED AFTER SEVERAL ATTEMPTS OVER THE COURSE
 OC0573'OF A YEAR. THE DESCRIBED REFERENCES, RR STATION AND POST OFFICE ARE NO
 OC0573'LONGER HERE. THE RR IS ABANDONED. THERE ARE NOW THREE PAVED ROADS ALL
 OC0573'WITHIN CLOSE PROXIMITY TO THIS SCALED LOCATION. SUBMITTED BY J.K.
 OC0573'SNYDER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0245 ***********************************************************************
 OB0245  DESIGNATION -  40.4
 OB0245  PID         -  OB0245
 OB0245  STATE/COUNTY-  ME/CUMBERLAND
 OB0245  USGS QUAD   -  ORRS ISLAND (1997)
 OB0245
 OB0245                         *CURRENT SURVEY CONTROL
 OB0245  ___________________________________________________________________
 OB0245* NAD 83(1986)-  43 45 37.     (N)    069 58 37.     (W)     SCALED    
 OB0245* NAVD 88     -        12.230  (meters)      40.12   (feet)  ADJUSTED  
 OB0245  ___________________________________________________________________
 OB0245  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 OB0245  DYNAMIC HT  -          12.229 (meters)      40.12  (feet)  COMP
 OB0245  MODELED GRAV-     980,520.2   (mgal)                       NAVD 88
 OB0245
 OB0245  VERT ORDER  -  SECOND    CLASS 0
 OB0245
 OB0245.The horizontal coordinates were scaled from a topographic map and have
 OB0245.an estimated accuracy of +/- 6 seconds.
 OB0245
 OB0245.The orthometric height was determined by differential leveling
 OB0245.and adjusted by the National Geodetic Survey in June 1991..
 OB0245
 OB0245.The geoid height was determined by GEOID03.
 OB0245
 OB0245.The dynamic height is computed by dividing the NAVD 88
 OB0245.geopotential number by the normal gravity value computed on the
 OB0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0245.degrees latitude (g = 980.6199 gals.).
 OB0245
 OB0245.The modeled gravity was interpolated from observed gravity values.
 OB0245
 OB0245;                    North         East    Units  Estimated Accuracy
 OB0245;SPC ME W     -   103,000.      915,280.      MT  (+/- 180 meters Scaled)
 OB0245
 OB0245                          SUPERSEDED SURVEY CONTROL
 OB0245
 OB0245  NGVD 29 (??/??/92)   12.426  (m)           40.77   (f) ADJ UNCH    2 0
 OB0245
 OB0245.Superseded values are not recommended for survey control.
 OB0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0245.See file dsdata.txt to determine how the superseded data were derived.
 OB0245
 OB0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ213457(NAD 83)
 OB0245_MARKER: Q = CHISELED SQUARE
 OB0245_SETTING: 66 = SET IN ROCK OUTCROP
 OB0245_SP_SET: BEDROCK
 OB0245_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0245+STABILITY: POSITION/ELEVATION WELL
 OB0245
 OB0245  HISTORY     - Date     Condition        Report By
 OB0245  HISTORY     - UNK      MONUMENTED       USGS
 OB0245  HISTORY     - 1943     GOOD             NGS
 OB0245
 OB0245                          STATION DESCRIPTION
 OB0245
 OB0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 OB0245'IN ORRS ISLAND.
 OB0245'AT ORRS ISLAND, CUMBERLAND COUNTY, ON STATE HIGHWAY 24, 86.3 FEET
 OB0245'NORTHWEST OF THE POST OFFICE, 26.4 FEET NORTHEAST OF POLE 531, 14 FEET
 OB0245'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND IN BEDROCK.  A
 OB0245'CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0565 ***********************************************************************
 OC0565  DESIGNATION -  405 MR
 OC0565  PID         -  OC0565
 OC0565  STATE/COUNTY-  ME/OXFORD
 OC0565  USGS QUAD   -  KEZAR FALLS (1989)
 OC0565
 OC0565                         *CURRENT SURVEY CONTROL
 OC0565  ___________________________________________________________________
 OC0565* NAD 83(1986)-  43 47 16.     (N)    070 57 35.     (W)     SCALED    
 OC0565* NAVD 88     -       123.398  (meters)     404.85   (feet)  ADJUSTED  
 OC0565  ___________________________________________________________________
 OC0565  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 OC0565  DYNAMIC HT  -         123.376 (meters)     404.78  (feet)  COMP
 OC0565  MODELED GRAV-     980,443.0   (mgal)                       NAVD 88
 OC0565
 OC0565  VERT ORDER  -  FIRST     CLASS II
 OC0565
 OC0565.The horizontal coordinates were scaled from a topographic map and have
 OC0565.an estimated accuracy of +/- 6 seconds.
 OC0565
 OC0565.The orthometric height was determined by differential leveling
 OC0565.and adjusted by the National Geodetic Survey in June 1991..
 OC0565
 OC0565.The geoid height was determined by GEOID03.
 OC0565
 OC0565.The dynamic height is computed by dividing the NAVD 88
 OC0565.geopotential number by the normal gravity value computed on the
 OC0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0565.degrees latitude (g = 980.6199 gals.).
 OC0565
 OC0565.The modeled gravity was interpolated from observed gravity values.
 OC0565
 OC0565;                    North         East    Units  Estimated Accuracy
 OC0565;SPC ME W     -   106,340.      836,170.      MT  (+/- 180 meters Scaled)
 OC0565
 OC0565                          SUPERSEDED SURVEY CONTROL
 OC0565
 OC0565  NGVD 29 (??/??/92)  123.563  (m)          405.39   (f) ADJ UNCH    1 2
 OC0565
 OC0565.Superseded values are not recommended for survey control.
 OC0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0565.See file dsdata.txt to determine how the superseded data were derived.
 OC0565
 OC0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ423501(NAD 83)
 OC0565_MARKER: DD = SURVEY DISK
 OC0565_SETTING: 80 = SET IN A BOULDER
 OC0565_SP_SET: BOULDER
 OC0565_STAMPING: 405 MR 1933
 OC0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC0565+STABILITY: SURFACE MOTION
 OC0565
 OC0565  HISTORY     - Date     Condition        Report By
 OC0565  HISTORY     - 1933     MONUMENTED       USGS
 OC0565  HISTORY     - 1955     GOOD             NGS
 OC0565  HISTORY     - 1975     GOOD             NGS
 OC0565  HISTORY     - 20050611 MARK NOT FOUND   GEOCAC
 OC0565
 OC0565                          STATION DESCRIPTION
 OC0565
 OC0565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 OC0565'1.6 MI W FROM PORTER.
 OC0565'1.55 MILES WEST ALONG STATE HIGHWAY 25 FROM THE BRIDGE OVER MILL
 OC0565'BROOK AT PORTER, ABOUT 1.7 MILES EAST OF THE MAINE-NEW HAMPSHIRE
 OC0565'STATE LINE, 97 FEET EAST OF CENTER OF JUNCTION OF HIGHWAY AND
 OC0565'OLD HIGHWAY GRADE LEADING WEST, 97 FEET EAST OF TELEPHONE POLE
 OC0565'NO. 267-320, 24 1/2 FEET SOUTH OF CENTER LINE OF HIGHWAY AND
 OC0565'ON THE OUTSIDE AND EAST END OF A CURVE WITH TANGENTS EXTENDING
 OC0565'EAST AND NORTHWEST, IN THE TOP OF A 5-FOOT HIGH 7 BY 7 FOOT
 OC0565'EMBEDDED BOULDER IN A 4-FOOT HIGHWAY CUT, AND ABOUT 5 1/2 FEET
 OC0565'ABOVE LEVEL OF HIGHWAY.
 OC0565
 OC0565                          STATION RECOVERY (1975)
 OC0565
 OC0565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 OC0565'RECOVERED IN GOOD CONDITION.
 OC0565
 OC0565                          STATION RECOVERY (2005)
 OC0565
 OC0565'RECOVERY NOTE BY GEOCACHING 2005 (JKS)
 OC0565'MARK NOT FOUND. THE LAY OF THE LAND DOES NOT MATCH THE DESCRIPTION
 OC0565'LISTED HERE. THE ROAD HAS BEEN REBUILT AND THE POLES MOVED AND
 OC0565'RE-NUMBERED. JOHN K. SNYDER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0205 ***********************************************************************
 QG0205  DESIGNATION -  408
 QG0205  PID         -  QG0205
 QG0205  STATE/COUNTY-  ME/PENOBSCOT
 QG0205  USGS QUAD   -  LEE (1988)
 QG0205
 QG0205                         *CURRENT SURVEY CONTROL
 QG0205  ___________________________________________________________________
 QG0205* NAD 83(1986)-  45 21 35.     (N)    068 17 10.     (W)     SCALED    
 QG0205* NAVD 88     -       124.171  (meters)     407.38   (feet)  ADJUSTED  
 QG0205  ___________________________________________________________________
 QG0205  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 QG0205  DYNAMIC HT  -         124.170 (meters)     407.38  (feet)  COMP
 QG0205  MODELED GRAV-     980,613.2   (mgal)                       NAVD 88
 QG0205
 QG0205  VERT ORDER  -  SECOND    CLASS 0
 QG0205
 QG0205.The horizontal coordinates were scaled from a topographic map and have
 QG0205.an estimated accuracy of +/- 6 seconds.
 QG0205
 QG0205.The orthometric height was determined by differential leveling
 QG0205.and adjusted by the National Geodetic Survey in June 1991..
 QG0205
 QG0205.The geoid height was determined by GEOID03.
 QG0205
 QG0205.The dynamic height is computed by dividing the NAVD 88
 QG0205.geopotential number by the normal gravity value computed on the
 QG0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0205.degrees latitude (g = 980.6199 gals.).
 QG0205
 QG0205.The modeled gravity was interpolated from observed gravity values.
 QG0205
 QG0205;                    North         East    Units  Estimated Accuracy
 QG0205;SPC ME E     -   188,140.      316,760.      MT  (+/- 180 meters Scaled)
 QG0205
 QG0205                          SUPERSEDED SURVEY CONTROL
 QG0205
 QG0205  NGVD 29 (??/??/92)  124.365  (m)          408.02   (f) ADJ UNCH    2 0
 QG0205
 QG0205.Superseded values are not recommended for survey control.
 QG0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0205.See file dsdata.txt to determine how the superseded data were derived.
 QG0205
 QG0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL559231(NAD 83)
 QG0205_MARKER: DD = SURVEY DISK
 QG0205_SETTING: 66 = SET IN ROCK OUTCROP
 QG0205_SP_SET: LIMESTONE ROCK
 QG0205_STAMPING: MAINE 408 1916
 QG0205_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0205+STABILITY: POSITION/ELEVATION WELL
 QG0205
 QG0205  HISTORY     - Date     Condition        Report By
 QG0205  HISTORY     - 1916     MONUMENTED       USGS
 QG0205  HISTORY     - 1935     GOOD             NGS
 QG0205  HISTORY     - 1942     GOOD             NGS
 QG0205  HISTORY     - 1987     GOOD             USPSQD
 QG0205
 QG0205                          STATION DESCRIPTION
 QG0205
 QG0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QG0205'AT LEE.
 QG0205'AT LEE, PENOBSCOT COUNTY, AT THE TOWNHALL, 33 FEET NORTHWEST OF
 QG0205'THE NORTHWEST CORNER OF THE BUILDING, IN THE YARD, IN THE TOP
 QG0205'OF A LIMESTONE ROCK, AND LEVEL WITH THE GROUND.  A UNITED STATES
 QG0205'GEOLOGICAL SURVEY STANDARD DISK, STAMPED MAINE 408 1916.
 QG0205
 QG0205                          STATION RECOVERY (1942)
 QG0205
 QG0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 QG0205'RECOVERED IN GOOD CONDITION.
 QG0205
 QG0205                          STATION RECOVERY (1987)
 QG0205
 QG0205'RECOVERY NOTE BY US POWER SQUADRON 1987 (ELG)
 QG0205'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0142 ***********************************************************************
 SF0142  DESIGNATION -  41 JHS
 SF0142  PID         -  SF0142
 SF0142  STATE/COUNTY-  ME/AROOSTOOK
 SF0142  USGS QUAD   -  SCHOOLHOUSE RAPIDS (1987)
 SF0142
 SF0142                         *CURRENT SURVEY CONTROL
 SF0142  ___________________________________________________________________
 SF0142* NAD 83(1986)-  47 00 47.     (N)    069 22 27.     (W)     SCALED    
 SF0142* NAVD 88     -       246.771  (meters)     809.61   (feet)  ADJUSTED  
 SF0142  ___________________________________________________________________
 SF0142  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 SF0142  DYNAMIC HT  -         246.793 (meters)     809.69  (feet)  COMP
 SF0142  MODELED GRAV-     980,698.0   (mgal)                       NAVD 88
 SF0142
 SF0142  VERT ORDER  -  SECOND    CLASS II
 SF0142
 SF0142.The horizontal coordinates were scaled from a topographic map and have
 SF0142.an estimated accuracy of +/- 6 seconds.
 SF0142
 SF0142.The orthometric height was determined by differential leveling
 SF0142.and adjusted by the National Geodetic Survey in June 1991..
 SF0142
 SF0142.The geoid height was determined by GEOID03.
 SF0142
 SF0142.The dynamic height is computed by dividing the NAVD 88
 SF0142.geopotential number by the normal gravity value computed on the
 SF0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0142.degrees latitude (g = 980.6199 gals.).
 SF0142
 SF0142.The modeled gravity was interpolated from observed gravity values.
 SF0142
 SF0142;                    North         East    Units  Estimated Accuracy
 SF0142;SPC ME E     -   372,250.      233,540.      MT  (+/- 180 meters Scaled)
 SF0142
 SF0142                          SUPERSEDED SURVEY CONTROL
 SF0142
 SF0142.No superseded survey control is available for this station.
 SF0142
 SF0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN715066(NAD 83)
 SF0142_MARKER: DD = SURVEY DISK
 SF0142_SETTING: 66 = SET IN ROCK OUTCROP
 SF0142_SP_SET: ROCK OUTCROP
 SF0142_STAMPING: 41 JHS 1984
 SF0142_MARK LOGO: USGS  
 SF0142_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SF0142+STABILITY: POSITION/ELEVATION WELL
 SF0142
 SF0142  HISTORY     - Date     Condition        Report By
 SF0142  HISTORY     - 1984     MONUMENTED       USGS-M
 SF0142
 SF0142                          STATION DESCRIPTION
 SF0142
 SF0142'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1984
 SF0142'15.1 MI WSW FROM DICKEY.
 SF0142'DICKEY BRIDGE (ACROSS ST. JOHN RIVER) 15.5 MI (25 KM) (AIRLINE)
 SF0142'SW. OF, ALONG ST. JOHN RIVER, ABOUT 1.6 MI (2.6 KM) W. OF SE. COR. OF
 SF0142'T. 16, R. 13, WELS, 1 MI (1.6 KM) NE. OF JCT. OF RD. LEADING NW.
 SF0142'ABOUT 300 FT (91.4 M) N. OF ST. JOHN RIVER, 53 FT (16.2 M) SW. ALONG
 SF0142'RD. THENCE 27 FT (8.2 M) SE. AND 0.3 FT (9.14 CM) LOWER THAN RD. AT
 SF0142'CURVE AND TRAIL NW., 3 FT (0.91 M) N. OF WITNESS POST, SET IN ROCK,
 SF0142'FLUSH WITH GROUND.
 SF0142'THE MARK IS 0.3 FT BELOW A TRAIL NW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0118 ***********************************************************************
 SF0118  DESIGNATION -  41 ROD USGS
 SF0118  PID         -  SF0118
 SF0118  STATE/COUNTY-  ME/AROOSTOOK
 SF0118  USGS QUAD   -  PELLETIER BROOK LAKE (1985)
 SF0118
 SF0118                         *CURRENT SURVEY CONTROL
 SF0118  ___________________________________________________________________
 SF0118* NAD 83(1986)-  47 01 27.     (N)    068 58 57.     (W)     SCALED    
 SF0118* NAVD 88     -       281.402  (meters)     923.23   (feet)  ADJUSTED  
 SF0118  ___________________________________________________________________
 SF0118  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 SF0118  DYNAMIC HT  -         281.424 (meters)     923.31  (feet)  COMP
 SF0118  MODELED GRAV-     980,684.7   (mgal)                       NAVD 88
 SF0118
 SF0118  VERT ORDER  -  SECOND    CLASS II
 SF0118
 SF0118.The horizontal coordinates were scaled from a topographic map and have
 SF0118.an estimated accuracy of +/- 6 seconds.
 SF0118
 SF0118.The orthometric height was determined by differential leveling
 SF0118.and adjusted by the National Geodetic Survey in June 1991..
 SF0118
 SF0118.The geoid height was determined by GEOID03.
 SF0118
 SF0118.The dynamic height is computed by dividing the NAVD 88
 SF0118.geopotential number by the normal gravity value computed on the
 SF0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0118.degrees latitude (g = 980.6199 gals.).
 SF0118
 SF0118.The modeled gravity was interpolated from observed gravity values.
 SF0118
 SF0118;                    North         East    Units  Estimated Accuracy
 SF0118;SPC ME E     -   373,220.      263,320.      MT  (+/- 180 meters Scaled)
 SF0118
 SF0118                          SUPERSEDED SURVEY CONTROL
 SF0118
 SF0118.No superseded survey control is available for this station.
 SF0118
 SF0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN013078(NAD 83)
 SF0118_MARKER: DB = BENCH MARK DISK
 SF0118_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SF0118_SP_SET: COPPER-CLAD STEEL ROD
 SF0118_STAMPING: 41 ROD 1983
 SF0118_MARK LOGO: USGS  
 SF0118_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SF0118
 SF0118  HISTORY     - Date     Condition        Report By
 SF0118  HISTORY     - 1983     MONUMENTED       USGS-M
 SF0118
 SF0118                          STATION DESCRIPTION
 SF0118
 SF0118'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1983
 SF0118'15 MI SSW FROM ST FRANCIS.
 SF0118'5.9 MI (9.5 KM) SOUTHWEST ALONG STATE HIGHWAY 161 FROM THE POST
 SF0118'OFFICE IN ST. FRANCIS, THENCE 7.5 MI (12.1 KM) SOUTH ALONG MAIN
 SF0118'TRAVELED ROAD TO ROAD JUNCTION, THENCE 1.6 MI (2.6 KM) WEST-NORTHWEST
 SF0118'ALONG RIGHT ROAD FORK TO BM ON THE LEFT, 129 FT (39 M) EAST-SOUTHEAST
 SF0118'OF WOOD BRIDGE OVER NEGRO BROOK, 93 FT (28.3 M) SOUTHEAST OF JUNCTION,
 SF0118'32 FT (9.8 M) SOUTHWEST AND 2.9 FT (0.90 M) HIGHER THAN ROAD JUNCTION,
 SF0118'1.8 FT (0.55 M) NORTHEAST OF WITNESS POST, A USGS TABLET CENTERED IN
 SF0118'PLASTIC PIPE PROJECTING 0.2 FT (0.06 M) AND STAMPED 41 ROD 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0072 ***********************************************************************
 PF0072  DESIGNATION -  411
 PF0072  PID         -  PF0072
 PF0072  STATE/COUNTY-  ME/OXFORD
 PF0072  USGS QUAD   -  DIXFIELD (1968)
 PF0072
 PF0072                         *CURRENT SURVEY CONTROL
 PF0072  ___________________________________________________________________
 PF0072* NAD 83(1986)-  44 31 42.     (N)    070 27 46.     (W)     SCALED    
 PF0072* NAVD 88     -       125.296  (meters)     411.08   (feet)  ADJUSTED  
 PF0072  ___________________________________________________________________
 PF0072  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 PF0072  DYNAMIC HT  -         125.282 (meters)     411.03  (feet)  COMP
 PF0072  MODELED GRAV-     980,511.5   (mgal)                       NAVD 88
 PF0072
 PF0072  VERT ORDER  -  SECOND    CLASS 0
 PF0072
 PF0072.The horizontal coordinates were scaled from a topographic map and have
 PF0072.an estimated accuracy of +/- 6 seconds.
 PF0072
 PF0072.The orthometric height was determined by differential leveling
 PF0072.and adjusted by the National Geodetic Survey in June 1991..
 PF0072
 PF0072.The geoid height was determined by GEOID03.
 PF0072
 PF0072.The dynamic height is computed by dividing the NAVD 88
 PF0072.geopotential number by the normal gravity value computed on the
 PF0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0072.degrees latitude (g = 980.6199 gals.).
 PF0072
 PF0072.The modeled gravity was interpolated from observed gravity values.
 PF0072
 PF0072;                    North         East    Units  Estimated Accuracy
 PF0072;SPC ME W     -   188,360.      876,460.      MT  (+/- 180 meters Scaled)
 PF0072
 PF0072                          SUPERSEDED SURVEY CONTROL
 PF0072
 PF0072  NGVD 29 (??/??/92)  125.437  (m)          411.54   (f) ADJ UNCH    2 0
 PF0072
 PF0072.Superseded values are not recommended for survey control.
 PF0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0072.See file dsdata.txt to determine how the superseded data were derived.
 PF0072
 PF0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK837315(NAD 83)
 PF0072_MARKER: DB = BENCH MARK DISK
 PF0072_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PF0072_SP_SET: BRIDGE SEAT
 PF0072_STAMPING: 411 ME
 PF0072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0072
 PF0072  HISTORY     - Date     Condition        Report By
 PF0072  HISTORY     - UNK      MONUMENTED       USGS
 PF0072  HISTORY     - 1935     GOOD             NGS
 PF0072
 PF0072                          STATION DESCRIPTION
 PF0072
 PF0072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PF0072'AT DIXFIELD.
 PF0072'AT DIXFIELD, OXFORD COUNTY, 76 YARDS NORTHWEST OF THE NORTHWEST
 PF0072'CORNER OF THE MAINE CENTRAL RAILROAD STATION, 21.5 FEET EAST
 PF0072'OF THE SOUTHEAST END OF THE NEW HIGHWAY BRIDGE OVER ANDROSCOGGIN
 PF0072'RIVER, AND IN THE TOP OF THE SOUTHWEST CORNER OF AN ABANDONED
 PF0072'BRIDGE SEAT.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 PF0072'STAMPED 411 ME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0122 ***********************************************************************
 PE0122  DESIGNATION -  414
 PE0122  PID         -  PE0122
 PE0122  STATE/COUNTY-  ME/HANCOCK
 PE0122  USGS QUAD   -  EASTBROOK (1981)
 PE0122
 PE0122                         *CURRENT SURVEY CONTROL
 PE0122  ___________________________________________________________________
 PE0122* NAD 83(1986)-  44 43 25.     (N)    068 20 07.     (W)     SCALED    
 PE0122* NAVD 88     -       126.126  (meters)     413.80   (feet)  ADJUSTED  
 PE0122  ___________________________________________________________________
 PE0122  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 PE0122  DYNAMIC HT  -         126.118 (meters)     413.77  (feet)  COMP
 PE0122  MODELED GRAV-     980,554.3   (mgal)                       NAVD 88
 PE0122
 PE0122  VERT ORDER  -  SECOND    CLASS 0
 PE0122
 PE0122.The horizontal coordinates were scaled from a topographic map and have
 PE0122.an estimated accuracy of +/- 6 seconds.
 PE0122
 PE0122.The orthometric height was determined by differential leveling
 PE0122.and adjusted by the National Geodetic Survey in June 1991..
 PE0122
 PE0122.The geoid height was determined by GEOID03.
 PE0122
 PE0122.The dynamic height is computed by dividing the NAVD 88
 PE0122.geopotential number by the normal gravity value computed on the
 PE0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0122.degrees latitude (g = 980.6199 gals.).
 PE0122
 PE0122.The modeled gravity was interpolated from observed gravity values.
 PE0122
 PE0122;                    North         East    Units  Estimated Accuracy
 PE0122;SPC ME E     -   117,450.      313,050.      MT  (+/- 180 meters Scaled)
 PE0122
 PE0122                          SUPERSEDED SURVEY CONTROL
 PE0122
 PE0122  NGVD 29 (??/??/92)  126.322  (m)          414.44   (f) ADJ UNCH    2 0
 PE0122
 PE0122.Superseded values are not recommended for survey control.
 PE0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0122.See file dsdata.txt to determine how the superseded data were derived.
 PE0122
 PE0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK526524(NAD 83)
 PE0122_MARKER: DD = SURVEY DISK
 PE0122_SETTING: 80 = SET IN A BOULDER
 PE0122_SP_SET: BOULDER
 PE0122_STAMPING: 414 ME
 PE0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0122+STABILITY: SURFACE MOTION
 PE0122
 PE0122  HISTORY     - Date     Condition        Report By
 PE0122  HISTORY     - UNK      MONUMENTED       USGS
 PE0122  HISTORY     - 1953     GOOD             NGS
 PE0122
 PE0122                          STATION DESCRIPTION
 PE0122
 PE0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 PE0122'1 MI N FROM WALTHAM.
 PE0122'0.85 MILE NORTH ALONG STATE HIGHWAY 179 FROM THE TOWN HALL
 PE0122'AT WALTHAM, THENCE ABOUT 0.1 MILE WEST ALONG A GRAVEL ROAD, 78
 PE0122'YARDS EAST OF THE JUNCTION OF A DRIVE NORTH TO A LARGE WHITE FARM
 PE0122'HOUSE, 19 1/2 FEET NORTH OF CENTER LINE OF ROAD, 44 FEET NORTHEAST
 PE0122'OF NORTH END OF A 3-FOOT WOODEN CULVERT UNDER ROAD, IN THE TOP
 PE0122'OF HIGH POINT OF A 6 BY 5-FOOT POINTED BOULDER PROJECTING ABOUT
 PE0122'3 1/2 FEET AND ABOUT 1 FOOT ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0062 ***********************************************************************
 PF0062  DESIGNATION -  414
 PF0062  PID         -  PF0062
 PF0062  STATE/COUNTY-  ME/FRANKLIN
 PF0062  USGS QUAD   -  FARMINGTON (1968)
 PF0062
 PF0062                         *CURRENT SURVEY CONTROL
 PF0062  ___________________________________________________________________
 PF0062* NAD 83(1986)-  44 37 57.     (N)    070 09 46.     (W)     SCALED    
 PF0062* NAVD 88     -       126.079  (meters)     413.64   (feet)  ADJUSTED  
 PF0062  ___________________________________________________________________
 PF0062  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 PF0062  DYNAMIC HT  -         126.069 (meters)     413.61  (feet)  COMP
 PF0062  MODELED GRAV-     980,531.5   (mgal)                       NAVD 88
 PF0062
 PF0062  VERT ORDER  -  SECOND    CLASS 0
 PF0062
 PF0062.The horizontal coordinates were scaled from a topographic map and have
 PF0062.an estimated accuracy of +/- 6 seconds.
 PF0062
 PF0062.The orthometric height was determined by differential leveling
 PF0062.and adjusted by the National Geodetic Survey in June 1991..
 PF0062
 PF0062.The geoid height was determined by GEOID03.
 PF0062
 PF0062.The dynamic height is computed by dividing the NAVD 88
 PF0062.geopotential number by the normal gravity value computed on the
 PF0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0062.degrees latitude (g = 980.6199 gals.).
 PF0062
 PF0062.The modeled gravity was interpolated from observed gravity values.
 PF0062
 PF0062;                    North         East    Units  Estimated Accuracy
 PF0062;SPC ME W     -   199,890.      900,310.      MT  (+/- 180 meters Scaled)
 PF0062
 PF0062                          SUPERSEDED SURVEY CONTROL
 PF0062
 PF0062  NGVD 29 (??/??/92)  126.217  (m)          414.10   (f) ADJ UNCH    2 0
 PF0062
 PF0062.Superseded values are not recommended for survey control.
 PF0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0062.See file dsdata.txt to determine how the superseded data were derived.
 PF0062
 PF0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK077427(NAD 83)
 PF0062_MARKER: DD = SURVEY DISK
 PF0062_SETTING: 80 = SET IN A BOULDER
 PF0062_SP_SET: BOULDER
 PF0062_STAMPING: 414 1919
 PF0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0062+STABILITY: SURFACE MOTION
 PF0062
 PF0062  HISTORY     - Date     Condition        Report By
 PF0062  HISTORY     - 1919     MONUMENTED       USGS
 PF0062  HISTORY     - 1935     GOOD             NGS
 PF0062
 PF0062                          STATION DESCRIPTION
 PF0062
 PF0062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PF0062'2 MI S FROM W FARMINGTON.
 PF0062'2.0 MILES SOUTH ALONG THE MAINE CENTRAL RAILROAD FROM THE STATION
 PF0062'AT WEST FARMINGTON, FRANKLIN COUNTY, 0.2 MILE NORTH OF MILEPOST
 PF0062'P 81, AT A HILL, 14 FEET NORTHEAST OF THE CENTER OF A COUNTY-ROAD
 PF0062'CROSSING, 13.3 FEET WEST OF THE WEST RAIL, AND IN THE TOP OF A
 PF0062'BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0459 ***********************************************************************
 OC0459  DESIGNATION -  41.5
 OC0459  PID         -  OC0459
 OC0459  STATE/COUNTY-  ME/YORK
 OC0459  USGS QUAD   -  WELLS (1979)
 OC0459
 OC0459                         *CURRENT SURVEY CONTROL
 OC0459  ___________________________________________________________________
 OC0459* NAD 83(1986)-  43 17 14.     (N)    070 35 36.     (W)     SCALED    
 OC0459* NAVD 88     -        12.462  (meters)      40.89   (feet)  ADJUSTED  
 OC0459  ___________________________________________________________________
 OC0459  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 OC0459  DYNAMIC HT  -          12.461 (meters)      40.88  (feet)  COMP
 OC0459  MODELED GRAV-     980,470.6   (mgal)                       NAVD 88
 OC0459
 OC0459  VERT ORDER  -  SECOND    CLASS 0
 OC0459
 OC0459.The horizontal coordinates were scaled from a topographic map and have
 OC0459.an estimated accuracy of +/- 6 seconds.
 OC0459
 OC0459.The orthometric height was determined by differential leveling
 OC0459.and adjusted by the National Geodetic Survey in June 1991..
 OC0459
 OC0459.The geoid height was determined by GEOID03.
 OC0459
 OC0459.The dynamic height is computed by dividing the NAVD 88
 OC0459.geopotential number by the normal gravity value computed on the
 OC0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0459.degrees latitude (g = 980.6199 gals.).
 OC0459
 OC0459.The modeled gravity was interpolated from observed gravity values.
 OC0459
 OC0459;                    North         East    Units  Estimated Accuracy
 OC0459;SPC ME W     -    50,510.      865,370.      MT  (+/- 180 meters Scaled)
 OC0459
 OC0459                          SUPERSEDED SURVEY CONTROL
 OC0459
 OC0459  NGVD 29 (??/??/92)   12.688  (m)           41.63   (f) ADJ UNCH    2 0
 OC0459
 OC0459.Superseded values are not recommended for survey control.
 OC0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0459.See file dsdata.txt to determine how the superseded data were derived.
 OC0459
 OC0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH707939(NAD 83)
 OC0459_MARKER: Q = CHISELED SQUARE
 OC0459_SETTING: 80 = SET IN A BOULDER
 OC0459_SP_SET: BOULDER
 OC0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC0459+STABILITY: SURFACE MOTION
 OC0459
 OC0459  HISTORY     - Date     Condition        Report By
 OC0459  HISTORY     - UNK      MONUMENTED       USGS
 OC0459  HISTORY     - 1943     GOOD             NGS
 OC0459  HISTORY     - 1976     MARK NOT FOUND   NGS
 OC0459  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 OC0459
 OC0459                          STATION DESCRIPTION
 OC0459
 OC0459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 OC0459'2.5 MI S FROM WELLS.
 OC0459'2.5 MILES SOUTH ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 OC0459'WELLS, YORK COUNTY, 0.8 MILE NORTH OF THE POST OFFICE AT MOODY,
 OC0459'MIDWAY BETWEEN THE DRIVEWAYS ON EACH SIDE OF A HOUSE, 36 FEET
 OC0459'WEST OF THE HOUSE, 30 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 OC0459'AND ON A BOULDER ABOUT 8 INCHES ABOVE THE GROUND.
 OC0459
 OC0459                          STATION RECOVERY (1976)
 OC0459
 OC0459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0459'MARK NOT FOUND.
 OC0459
 OC0459                          STATION RECOVERY (1988)
 OC0459
 OC0459'RECOVERY NOTE BY US POWER SQUADRON 1988 (RSR)
 OC0459'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0071 ***********************************************************************
 PF0071  DESIGNATION -  416
 PF0071  PID         -  PF0071
 PF0071  STATE/COUNTY-  ME/OXFORD
 PF0071  USGS QUAD   -  DIXFIELD (1968)
 PF0071
 PF0071                         *CURRENT SURVEY CONTROL
 PF0071  ___________________________________________________________________
 PF0071* NAD 83(1986)-  44 31 45.     (N)    070 27 51.     (W)     SCALED    
 PF0071* NAVD 88     -       126.681  (meters)     415.62   (feet)  ADJUSTED  
 PF0071  ___________________________________________________________________
 PF0071  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 PF0071  DYNAMIC HT  -         126.668 (meters)     415.58  (feet)  COMP
 PF0071  MODELED GRAV-     980,511.6   (mgal)                       NAVD 88
 PF0071
 PF0071  VERT ORDER  -  SECOND    CLASS 0
 PF0071
 PF0071.The horizontal coordinates were scaled from a topographic map and have
 PF0071.an estimated accuracy of +/- 6 seconds.
 PF0071
 PF0071.The orthometric height was determined by differential leveling
 PF0071.and adjusted by the National Geodetic Survey in June 1991..
 PF0071
 PF0071.The geoid height was determined by GEOID03.
 PF0071
 PF0071.The dynamic height is computed by dividing the NAVD 88
 PF0071.geopotential number by the normal gravity value computed on the
 PF0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0071.degrees latitude (g = 980.6199 gals.).
 PF0071
 PF0071.The modeled gravity was interpolated from observed gravity values.
 PF0071
 PF0071;                    North         East    Units  Estimated Accuracy
 PF0071;SPC ME W     -   188,450.      876,350.      MT  (+/- 180 meters Scaled)
 PF0071
 PF0071                          SUPERSEDED SURVEY CONTROL
 PF0071
 PF0071  NGVD 29 (??/??/92)  126.822  (m)          416.08   (f) ADJ UNCH    2 0
 PF0071
 PF0071.Superseded values are not recommended for survey control.
 PF0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0071.See file dsdata.txt to determine how the superseded data were derived.
 PF0071
 PF0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK836316(NAD 83)
 PF0071_MARKER: DD = SURVEY DISK
 PF0071_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PF0071_SP_SET: ABUTMENT
 PF0071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0071
 PF0071  HISTORY     - Date     Condition        Report By
 PF0071  HISTORY     - UNK      MONUMENTED       USGS
 PF0071  HISTORY     - 1935     GOOD             NGS
 PF0071
 PF0071                          STATION DESCRIPTION
 PF0071
 PF0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PF0071'AT DIXFIELD.
 PF0071'AT DIXFIELD, OXFORD COUNTY, 85 YARDS NORTHWEST OF THE NORTHWEST
 PF0071'CORNER OF THE MAINE CENTRAL RAILROAD STATION, AND IN THE TOP OF
 PF0071'THE SOUTHEAST END OF THE SOUTH ABUTMENT OF THE NEW HIGHWAY
 PF0071'BRIDGE OVER ANDROSCOGGIN RIVER.  A UNITED STATES GEOLOGICAL SURVEY
 PF0071'STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0122 ***********************************************************************
 RE0122  DESIGNATION -  42 B
 RE0122  PID         -  RE0122
 RE0122  STATE/COUNTY-  ME/AROOSTOOK
 RE0122  USGS QUAD   -  FORT FAIRFIELD (1984)
 RE0122
 RE0122                         *CURRENT SURVEY CONTROL
 RE0122  ___________________________________________________________________
 RE0122* NAD 83(1986)-  46 47 36.     (N)    067 47 23.     (W)     SCALED    
 RE0122* NAVD 88     -       113.516  (meters)     372.43   (feet)  ADJUSTED  
 RE0122  ___________________________________________________________________
 RE0122  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 RE0122  DYNAMIC HT  -         113.528 (meters)     372.47  (feet)  COMP
 RE0122  MODELED GRAV-     980,715.3   (mgal)                       NAVD 88
 RE0122
 RE0122  VERT ORDER  -  SECOND    CLASS 0
 RE0122
 RE0122.The horizontal coordinates were scaled from a topographic map and have
 RE0122.an estimated accuracy of +/- 6 seconds.
 RE0122
 RE0122.The orthometric height was determined by differential leveling
 RE0122.and adjusted by the National Geodetic Survey in June 1991..
 RE0122
 RE0122.The geoid height was determined by GEOID03.
 RE0122
 RE0122.The dynamic height is computed by dividing the NAVD 88
 RE0122.geopotential number by the normal gravity value computed on the
 RE0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0122.degrees latitude (g = 980.6199 gals.).
 RE0122
 RE0122.The modeled gravity was interpolated from observed gravity values.
 RE0122
 RE0122;                    North         East    Units  Estimated Accuracy
 RE0122;SPC ME E     -   347,700.      354,220.      MT  (+/- 180 meters Scaled)
 RE0122
 RE0122                          SUPERSEDED SURVEY CONTROL
 RE0122
 RE0122  NGVD 29 (??/??/92)  113.751  (m)          373.20   (f) ADJ UNCH    2 0
 RE0122
 RE0122.Superseded values are not recommended for survey control.
 RE0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0122.See file dsdata.txt to determine how the superseded data were derived.
 RE0122
 RE0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM923829(NAD 83)
 RE0122_MARKER: B = BOLT
 RE0122_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RE0122_SP_SET: MONUMENT BASE
 RE0122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RE0122
 RE0122  HISTORY     - Date     Condition        Report By
 RE0122  HISTORY     - UNK      MONUMENTED       GSC
 RE0122  HISTORY     - 1935     GOOD             NGS
 RE0122
 RE0122                          STATION DESCRIPTION
 RE0122
 RE0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RE0122'4.8 MI W FROM AROOSTOOK.
 RE0122'IN AROOSTOOK COUNTY, MAINE, ABOUT 4.8 MILES WEST ALONG THE
 RE0122'CANADIAN PACIFIC RAILWAY FROM THE STATION AT AROOSTOOK,
 RE0122'VICTORIA-CARLTON COUNTY, NEW BRUNSWICK, 40 FEET NORTH OF THE
 RE0122'CENTER LINE OF THE TRACK, AT THE NORTH EDGE OF THE AROOSTOOK-FORT
 RE0122'FAIRFIELD ROAD, AND IN THE SOUTH FACE OF THE CONCRETE BASE
 RE0122'OF INTERNATIONAL BOUNDARY MONUMENT 82.  A BOLT SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0143 ***********************************************************************
 SF0143  DESIGNATION -  42 JHS
 SF0143  PID         -  SF0143
 SF0143  STATE/COUNTY-  ME/AROOSTOOK
 SF0143  USGS QUAD   -  SCHOOLHOUSE RAPIDS (1987)
 SF0143
 SF0143                         *CURRENT SURVEY CONTROL
 SF0143  ___________________________________________________________________
 SF0143* NAD 83(1986)-  47 01 22.     (N)    069 21 22.     (W)     SCALED    
 SF0143* NAVD 88     -       244.400  (meters)     801.84   (feet)  ADJUSTED  
 SF0143  ___________________________________________________________________
 SF0143  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 SF0143  DYNAMIC HT  -         244.423 (meters)     801.91  (feet)  COMP
 SF0143  MODELED GRAV-     980,699.5   (mgal)                       NAVD 88
 SF0143
 SF0143  VERT ORDER  -  SECOND    CLASS II
 SF0143
 SF0143.The horizontal coordinates were scaled from a topographic map and have
 SF0143.an estimated accuracy of +/- 6 seconds.
 SF0143
 SF0143.The orthometric height was determined by differential leveling
 SF0143.and adjusted by the National Geodetic Survey in June 1991..
 SF0143
 SF0143.The geoid height was determined by GEOID03.
 SF0143
 SF0143.The dynamic height is computed by dividing the NAVD 88
 SF0143.geopotential number by the normal gravity value computed on the
 SF0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0143.degrees latitude (g = 980.6199 gals.).
 SF0143
 SF0143.The modeled gravity was interpolated from observed gravity values.
 SF0143
 SF0143;                    North         East    Units  Estimated Accuracy
 SF0143;SPC ME E     -   373,310.      234,920.      MT  (+/- 180 meters Scaled)
 SF0143
 SF0143                          SUPERSEDED SURVEY CONTROL
 SF0143
 SF0143.No superseded survey control is available for this station.
 SF0143
 SF0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN729077(NAD 83)
 SF0143_MARKER: DD = SURVEY DISK
 SF0143_SETTING: 80 = SET IN A BOULDER
 SF0143_SP_SET: BOULDER
 SF0143_STAMPING: 42 JHS 1984
 SF0143_MARK LOGO: USGS  
 SF0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF0143+STABILITY: SURFACE MOTION
 SF0143
 SF0143  HISTORY     - Date     Condition        Report By
 SF0143  HISTORY     - 1984     MONUMENTED       USGS-M
 SF0143
 SF0143                          STATION DESCRIPTION
 SF0143
 SF0143'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1984
 SF0143'14.0 MI WSW FROM DICKEY.
 SF0143'DICKEY BRIDGE (OVER ST. JOHN RIVER), ABOUT 14 MI (22.5 KM) (AIR-
 SF0143'LINE) SW. OF, ALONG THE ST. JOHN RIVER, 1.2 MI (1.9 KM) SW. OF BM 43
 SF0143'JHS 1984, 0.5 MI (0.8 KM) NE. OF RD. JCT., 0.1 MI (0.2 KM) NW. OF ST.
 SF0143'JOHN RIVER, ABOUT 0.5 MI (0.8 KM) N. AND 0.6 MI (1 KM) W. OF SE. COR.
 SF0143'OF T. 16, R. 13, WELS, 73 FT (22.2 M) SW. ALONG RD. THENCE 27 FT
 SF0143'(8.3 M) NW. AND 5.5 FT (1.7 M) HIGHER THAN RD. AT TRAIL SE., 3.7 FT
 SF0143'(1.7 M) S. OF WITNESS POST, SET IN THE TOP OF A BOULDER, PROJECTING 2
 SF0143'FT (0.61 M).
 SF0143'THE MARK IS 5.5 FT ABOVE A TRAIL SE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0119 ***********************************************************************
 SF0119  DESIGNATION -  42 ROD USGS
 SF0119  PID         -  SF0119
 SF0119  STATE/COUNTY-  ME/AROOSTOOK
 SF0119  USGS QUAD   -  PELLETIER BROOK LAKE (1985)
 SF0119
 SF0119                         *CURRENT SURVEY CONTROL
 SF0119  ___________________________________________________________________
 SF0119* NAD 83(1986)-  47 02 13.     (N)    068 59 13.     (W)     SCALED    
 SF0119* NAVD 88     -       312.865  (meters)    1026.46   (feet)  ADJUSTED  
 SF0119  ___________________________________________________________________
 SF0119  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 SF0119  DYNAMIC HT  -         312.891 (meters)    1026.54  (feet)  COMP
 SF0119  MODELED GRAV-     980,687.0   (mgal)                       NAVD 88
 SF0119
 SF0119  VERT ORDER  -  SECOND    CLASS II
 SF0119
 SF0119.The horizontal coordinates were scaled from a topographic map and have
 SF0119.an estimated accuracy of +/- 6 seconds.
 SF0119
 SF0119.The orthometric height was determined by differential leveling
 SF0119.and adjusted by the National Geodetic Survey in June 1991..
 SF0119
 SF0119.The geoid height was determined by GEOID03.
 SF0119
 SF0119.The dynamic height is computed by dividing the NAVD 88
 SF0119.geopotential number by the normal gravity value computed on the
 SF0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0119.degrees latitude (g = 980.6199 gals.).
 SF0119
 SF0119.The modeled gravity was interpolated from observed gravity values.
 SF0119
 SF0119;                    North         East    Units  Estimated Accuracy
 SF0119;SPC ME E     -   374,650.      262,990.      MT  (+/- 180 meters Scaled)
 SF0119
 SF0119                          SUPERSEDED SURVEY CONTROL
 SF0119
 SF0119.No superseded survey control is available for this station.
 SF0119
 SF0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN009092(NAD 83)
 SF0119_MARKER: DB = BENCH MARK DISK
 SF0119_SETTING: 80 = SET IN A BOULDER
 SF0119_SP_SET: BOULDER
 SF0119_STAMPING: 42 ROD 1983
 SF0119_MARK LOGO: USGS  
 SF0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF0119+STABILITY: SURFACE MOTION
 SF0119
 SF0119  HISTORY     - Date     Condition        Report By
 SF0119  HISTORY     - 1983     MONUMENTED       USGS-M
 SF0119
 SF0119                          STATION DESCRIPTION
 SF0119
 SF0119'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1983
 SF0119'13.7 MI SSW FROM ST FRANCIS.
 SF0119'9.1 MI (14.6 KM) SOUTHWEST ALONG STATE HIGHWAY 161 FROM THE POST
 SF0119'OFFICE IN ST. FRANCIS, THENCE 4.6 MI (7.4 KM) SOUTH ALONG THE ROAD TO
 SF0119'THE BM ON THE LEFT, 0.8 MI (1.5 KM) NORTH OF WOOD BRIDGE OVER NEGRO
 SF0119'BROOK, 100 FT (30.5 M) NORTH OF A TRAIL LEADING NORTHWEST, 23 FT (7 M)
 SF0119'EAST AND 17 FT (5.2 M) HIGHER THAN ROAD, SET IN THE TOP OF A 4- BY
 SF0119'7-FOOT FLAT SLOPING BOULDER PROJECTING 7 FEET ABOVE THE GROUND, A USGS
 SF0119'TABLET STAMPED 42 ROD 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0058 ***********************************************************************
 PF0058  DESIGNATION -  420
 PF0058  PID         -  PF0058
 PF0058  STATE/COUNTY-  ME/FRANKLIN
 PF0058  USGS QUAD   -  FARMINGTON (1968)
 PF0058
 PF0058                         *CURRENT SURVEY CONTROL
 PF0058  ___________________________________________________________________
 PF0058* NAD 83(1986)-  44 40 22.     (N)    070 09 12.     (W)     SCALED    
 PF0058* NAVD 88     -       127.621  (meters)     418.70   (feet)  ADJUSTED  
 PF0058  ___________________________________________________________________
 PF0058  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 PF0058  DYNAMIC HT  -         127.611 (meters)     418.67  (feet)  COMP
 PF0058  MODELED GRAV-     980,532.3   (mgal)                       NAVD 88
 PF0058
 PF0058  VERT ORDER  -  SECOND    CLASS 0
 PF0058
 PF0058.The horizontal coordinates were scaled from a topographic map and have
 PF0058.an estimated accuracy of +/- 6 seconds.
 PF0058
 PF0058.The orthometric height was determined by differential leveling
 PF0058.and adjusted by the National Geodetic Survey in June 1991..
 PF0058
 PF0058.The geoid height was determined by GEOID03.
 PF0058
 PF0058.The dynamic height is computed by dividing the NAVD 88
 PF0058.geopotential number by the normal gravity value computed on the
 PF0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0058.degrees latitude (g = 980.6199 gals.).
 PF0058
 PF0058.The modeled gravity was interpolated from observed gravity values.
 PF0058
 PF0058;                    North         East    Units  Estimated Accuracy
 PF0058;SPC ME W     -   204,370.      901,060.      MT  (+/- 180 meters Scaled)
 PF0058
 PF0058                          SUPERSEDED SURVEY CONTROL
 PF0058
 PF0058  NGVD 29 (??/??/92)  127.763  (m)          419.17   (f) ADJ UNCH    2 0
 PF0058
 PF0058.Superseded values are not recommended for survey control.
 PF0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0058.See file dsdata.txt to determine how the superseded data were derived.
 PF0058
 PF0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK085472(NAD 83)
 PF0058_MARKER: DD = SURVEY DISK
 PF0058_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PF0058_SP_SET: SIDEWALK
 PF0058_STAMPING: 420 FT 1919
 PF0058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PF0058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PF0058+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2002
 PF0058
 PF0058  HISTORY     - Date     Condition        Report By
 PF0058  HISTORY     - 1919     MONUMENTED       USGS
 PF0058  HISTORY     - 1935     GOOD             NGS
 PF0058  HISTORY     - 20020416 GOOD             INDIV
 PF0058  HISTORY     - 20030906 GOOD             USPSQD
 PF0058
 PF0058                          STATION DESCRIPTION
 PF0058
 PF0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PF0058'AT FARMINGTON.
 PF0058'AT FARMINGTON, FRANKLIN COUNTY, 2.8 FEET WEST OF THE WEST SIDE
 PF0058'OF THE SOUTH ENTRANCE OF THE COUNTY COURTHOUSE, 0.9 FEET SOUTH
 PF0058'OF THE SOUTH WALL, IN THE TOP OF THE CONCRETE SIDEWALK, AND FLUSH
 PF0058'WITH THE WALK.
 PF0058
 PF0058                          STATION RECOVERY (2002)
 PF0058
 PF0058'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (LCD)
 PF0058'GPS COORDINATES  N44 40.274 W070 09.105. (WGS-84)
 PF0058'A FEW NICKS ON THE MARKER, MAYBE DUE TO CHIPPING ICE IN WINTER.
 PF0058
 PF0058                          STATION RECOVERY (2003)
 PF0058
 PF0058'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 PF0058'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0251 ***********************************************************************
 OC0251  DESIGNATION -  42.3
 OC0251  PID         -  OC0251
 OC0251  STATE/COUNTY-  ME/YORK
 OC0251  USGS QUAD   -  BIDDEFORD (1975)
 OC0251
 OC0251                         *CURRENT SURVEY CONTROL
 OC0251  ___________________________________________________________________
 OC0251* NAD 83(1986)-  43 28 00.     (N)    070 24 10.     (W)     SCALED    
 OC0251* NAVD 88     -        12.703  (meters)      41.68   (feet)  ADJUSTED  
 OC0251  ___________________________________________________________________
 OC0251  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 OC0251  DYNAMIC HT  -          12.701 (meters)      41.67  (feet)  COMP
 OC0251  MODELED GRAV-     980,491.4   (mgal)                       NAVD 88
 OC0251
 OC0251  VERT ORDER  -  SECOND    CLASS 0
 OC0251
 OC0251.The horizontal coordinates were scaled from a topographic map and have
 OC0251.an estimated accuracy of +/- 6 seconds.
 OC0251
 OC0251.The orthometric height was determined by differential leveling
 OC0251.and adjusted by the National Geodetic Survey in June 1991..
 OC0251
 OC0251.The geoid height was determined by GEOID03.
 OC0251
 OC0251.The dynamic height is computed by dividing the NAVD 88
 OC0251.geopotential number by the normal gravity value computed on the
 OC0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0251.degrees latitude (g = 980.6199 gals.).
 OC0251
 OC0251.The modeled gravity was interpolated from observed gravity values.
 OC0251
 OC0251;                    North         East    Units  Estimated Accuracy
 OC0251;SPC ME W     -    70,390.      880,890.      MT  (+/- 180 meters Scaled)
 OC0251
 OC0251                          SUPERSEDED SURVEY CONTROL
 OC0251
 OC0251  NGVD 29 (??/??/92)   12.921  (m)           42.39   (f) ADJ UNCH    2 0
 OC0251
 OC0251.Superseded values are not recommended for survey control.
 OC0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0251.See file dsdata.txt to determine how the superseded data were derived.
 OC0251
 OC0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ865135(NAD 83)
 OC0251_MARKER: Q = CHISELED SQUARE
 OC0251_SETTING: 66 = SET IN ROCK OUTCROP
 OC0251_SP_SET: ROCK LEDGE
 OC0251_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC0251+STABILITY: POSITION/ELEVATION WELL
 OC0251
 OC0251  HISTORY     - Date     Condition        Report By
 OC0251  HISTORY     - UNK      MONUMENTED       USGS
 OC0251  HISTORY     - 1943     GOOD             NGS
 OC0251
 OC0251                          STATION DESCRIPTION
 OC0251
 OC0251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 OC0251'3.2 MI SE FROM BIDDEFORD.
 OC0251'3.2 MILES SOUTHEAST ALONG BIDDEFORD POOL ROAD FROM THE POST
 OC0251'OFFICE AT BIDDEFORD, YORK COUNTY, 2 INCHES FROM BENCH MARK P
 OC0251'98 DESCRIBED ABOVE, 130 FEET WEST OF THE T-JUNCTION OF A ROAD
 OC0251'LEADING NORTH, 32 FEET NORTH OF THE CENTERLINE OF THE MAIN ROAD,
 OC0251'IN AN OUTCROPPING LEDGE ROCK, AND ABOUT 4 FEET HIGHER THAN THE
 OC0251'MAIN ROADBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0003 ***********************************************************************
 PF0003  DESIGNATION -  423.6
 PF0003  PID         -  PF0003
 PF0003  STATE/COUNTY-  ME/SOMERSET
 PF0003  USGS QUAD   -  NEW PORTLAND (1989)
 PF0003
 PF0003                         *CURRENT SURVEY CONTROL
 PF0003  ___________________________________________________________________
 PF0003* NAD 83(1986)-  44 55 30.     (N)    070 01 21.     (W)     SCALED    
 PF0003* NAVD 88     -       128.801  (meters)     422.57   (feet)  ADJUSTED  
 PF0003  ___________________________________________________________________
 PF0003  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 PF0003  DYNAMIC HT  -         128.792 (meters)     422.55  (feet)  COMP
 PF0003  MODELED GRAV-     980,545.1   (mgal)                       NAVD 88
 PF0003
 PF0003  VERT ORDER  -  SECOND    CLASS 0
 PF0003
 PF0003.The horizontal coordinates were scaled from a topographic map and have
 PF0003.an estimated accuracy of +/- 6 seconds.
 PF0003
 PF0003.The orthometric height was determined by differential leveling
 PF0003.and adjusted by the National Geodetic Survey in June 1991..
 PF0003
 PF0003.The geoid height was determined by GEOID03.
 PF0003
 PF0003.The dynamic height is computed by dividing the NAVD 88
 PF0003.geopotential number by the normal gravity value computed on the
 PF0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0003.degrees latitude (g = 980.6199 gals.).
 PF0003
 PF0003.The modeled gravity was interpolated from observed gravity values.
 PF0003
 PF0003;                    North         East    Units  Estimated Accuracy
 PF0003;SPC ME W     -   232,410.      911,380.      MT  (+/- 180 meters Scaled)
 PF0003
 PF0003                          SUPERSEDED SURVEY CONTROL
 PF0003
 PF0003  NGVD 29 (??/??/92)  128.967  (m)          423.12   (f) ADJ UNCH    2 0
 PF0003
 PF0003.Superseded values are not recommended for survey control.
 PF0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0003.See file dsdata.txt to determine how the superseded data were derived.
 PF0003
 PF0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK193751(NAD 83)
 PF0003_MARKER: Q = CHISELED SQUARE
 PF0003_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PF0003_SP_SET: GASOLINE PUMP CONCRETE BASE
 PF0003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0003
 PF0003  HISTORY     - Date     Condition        Report By
 PF0003  HISTORY     - UNK      MONUMENTED       USGS
 PF0003  HISTORY     - 1933     GOOD             NGS
 PF0003  HISTORY     - 1934     GOOD             NGS
 PF0003
 PF0003                          STATION DESCRIPTION
 PF0003
 PF0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PF0003'AT NORTH NEW PORTLAND.
 PF0003'AT NORTH NEW PORTLAND, SOMERSET COUNTY, ON STATE HIGHWAY 16,
 PF0003'AT A HIGHWAY INTERSECTION, 12 YARDS SOUTH OF THE CENTER LINE
 PF0003'OF THE EAST-AND-WEST HIGHWAY, 8 YARDS EAST OF THE CENTER LINE
 PF0003'OF THE NORTH-AND-SOUTH HIGHWAY, AT THE GARAGE OWNED BY C.L.
 PF0003'STANDSBURY IN 1933, AT THE GASOLINE PUMP IN FRONT OF THE GARAGE,
 PF0003'ON THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE BASE, AND
 PF0003'LEVEL WITH THE HIGHWAY.  A CHISELED SQUARE.
 PF0003
 PF0003                          STATION RECOVERY (1934)
 PF0003
 PF0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PF0003'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0451 ***********************************************************************
 PD0451  DESIGNATION -  43
 PD0451  PID         -  PD0451
 PD0451  STATE/COUNTY-  ME/WASHINGTON
 PD0451  USGS QUAD   -  JONESPORT (1977)
 PD0451
 PD0451                         *CURRENT SURVEY CONTROL
 PD0451  ___________________________________________________________________
 PD0451* NAD 83(1986)-  44 33 52.     (N)    067 34 24.     (W)     SCALED    
 PD0451* NAVD 88     -        12.823  (meters)      42.07   (feet)  ADJUSTED  
 PD0451  ___________________________________________________________________
 PD0451  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 PD0451  DYNAMIC HT  -          12.823 (meters)      42.07  (feet)  COMP
 PD0451  MODELED GRAV-     980,593.4   (mgal)                       NAVD 88
 PD0451
 PD0451  VERT ORDER  -  SECOND    CLASS 0
 PD0451
 PD0451.The horizontal coordinates were scaled from a topographic map and have
 PD0451.an estimated accuracy of +/- 6 seconds.
 PD0451
 PD0451.The orthometric height was determined by differential leveling
 PD0451.and adjusted by the National Geodetic Survey in June 1991..
 PD0451
 PD0451.The geoid height was determined by GEOID03.
 PD0451
 PD0451.The dynamic height is computed by dividing the NAVD 88
 PD0451.geopotential number by the normal gravity value computed on the
 PD0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0451.degrees latitude (g = 980.6199 gals.).
 PD0451
 PD0451.The modeled gravity was interpolated from observed gravity values.
 PD0451
 PD0451;                    North         East    Units  Estimated Accuracy
 PD0451;SPC ME E     -   100,160.      373,610.      MT  (+/- 180 meters Scaled)
 PD0451
 PD0451                          SUPERSEDED SURVEY CONTROL
 PD0451
 PD0451  NGVD 29 (??/??/92)   13.036  (m)           42.77   (f) ADJ UNCH    2 0
 PD0451
 PD0451.Superseded values are not recommended for survey control.
 PD0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0451.See file dsdata.txt to determine how the superseded data were derived.
 PD0451
 PD0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK132355(NAD 83)
 PD0451_MARKER: DD = SURVEY DISK
 PD0451_SETTING: 66 = SET IN ROCK OUTCROP
 PD0451_SP_SET: BEDROCK
 PD0451_STAMPING: 43 ME 1917
 PD0451_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0451+STABILITY: POSITION/ELEVATION WELL
 PD0451
 PD0451  HISTORY     - Date     Condition        Report By
 PD0451  HISTORY     - 1917     MONUMENTED       USGS
 PD0451  HISTORY     - 1962     GOOD             NGS
 PD0451
 PD0451                          STATION DESCRIPTION
 PD0451
 PD0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PD0451'3.1 MI NE FROM JONESPORT.
 PD0451'3.1 MILES NORTHEAST ALONG STATE HIGHWAY 187 FROM THE POST OFFICE
 PD0451'AT JONESPORT, 1.2 MILES NORTHEAST OF THE ENTRANCE TO THE GREENWOOD
 PD0451'CEMETERY, SET ON THE TOP AND NEAR THE SOUTHWEST END OF A
 PD0451'24-BY-20-FOOT EXPOSED BEDROCK THAT IS FLUSH WITH THE GROUND AND
 PD0451'AT THE OUTSIDE OF A CURVE, IN A CLEARED FIELD, 57 FEET SOUTHEAST
 PD0451'OF THE CENTER LINE OF THE HIGHWAY, 450 FEET WEST OF THE TOP OF
 PD0451'A HILL, 165 FEET EAST OF POWER LINE POLE NO. 1101, AND ABOUT
 PD0451'1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0144 ***********************************************************************
 SF0144  DESIGNATION -  43 JHS
 SF0144  PID         -  SF0144
 SF0144  STATE/COUNTY-  ME/AROOSTOOK
 SF0144  USGS QUAD   -  SCHOOLHOUSE RAPIDS (1987)
 SF0144
 SF0144                         *CURRENT SURVEY CONTROL
 SF0144  ___________________________________________________________________
 SF0144* NAD 83(1986)-  47 02 07.     (N)    069 20 26.     (W)     SCALED    
 SF0144* NAVD 88     -       218.461  (meters)     716.73   (feet)  ADJUSTED  
 SF0144  ___________________________________________________________________
 SF0144  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 SF0144  DYNAMIC HT  -         218.481 (meters)     716.80  (feet)  COMP
 SF0144  MODELED GRAV-     980,701.1   (mgal)                       NAVD 88
 SF0144
 SF0144  VERT ORDER  -  SECOND    CLASS II
 SF0144
 SF0144.The horizontal coordinates were scaled from a topographic map and have
 SF0144.an estimated accuracy of +/- 6 seconds.
 SF0144
 SF0144.The orthometric height was determined by differential leveling
 SF0144.and adjusted by the National Geodetic Survey in June 1991..
 SF0144
 SF0144.The geoid height was determined by GEOID03.
 SF0144
 SF0144.The dynamic height is computed by dividing the NAVD 88
 SF0144.geopotential number by the normal gravity value computed on the
 SF0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0144.degrees latitude (g = 980.6199 gals.).
 SF0144
 SF0144.The modeled gravity was interpolated from observed gravity values.
 SF0144
 SF0144;                    North         East    Units  Estimated Accuracy
 SF0144;SPC ME E     -   374,690.      236,120.      MT  (+/- 180 meters Scaled)
 SF0144
 SF0144                          SUPERSEDED SURVEY CONTROL
 SF0144
 SF0144.No superseded survey control is available for this station.
 SF0144
 SF0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN741091(NAD 83)
 SF0144_MARKER: DD = SURVEY DISK
 SF0144_SETTING: 80 = SET IN A BOULDER
 SF0144_SP_SET: BOULDER
 SF0144_STAMPING: 43 JHS 1984
 SF0144_MARK LOGO: USGS  
 SF0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF0144+STABILITY: SURFACE MOTION
 SF0144
 SF0144  HISTORY     - Date     Condition        Report By
 SF0144  HISTORY     - 1984     MONUMENTED       USGS-M
 SF0144
 SF0144                          STATION DESCRIPTION
 SF0144
 SF0144'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1984
 SF0144'13.0 MI WSW FROM DICKEY.
 SF0144'DICKEY BRIDGE (OVER ST. JOHN RIVER), ABOUT 13 MI (20.9 KM) (AIR-
 SF0144'LINE) SW. OF, ALONG THE ST. JOHN RIVER, ABOUT 1.5 MI (2.4 KM) N. AND
 SF0144'(0.2 MI (0.3 KM) W. OF SE. COR. OF T. 16, R. 13, WELS, 0.8 MI (1.3 KM)
 SF0144'SW. OF MOUTH OF CHIMENTICOOK STREAM, 212 FT (64.6 M) SW. OF SMALL IN-
 SF0144'LET, 29 FT (8.8 M) W. OF ST. JOHN RIVER AT NORMAL LEVEL, SET IN TOP OF
 SF0144'11 FT (3.4 M) BY 7 FT (2.1 M) BOULDER, PROJECTING 6 FT (1.8 M) ABOVE
 SF0144'GROUND, 14.5 FT (4.4 M) M) SE. OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0120 ***********************************************************************
 SF0120  DESIGNATION -  43 ROD USGS
 SF0120  PID         -  SF0120
 SF0120  STATE/COUNTY-  ME/AROOSTOOK
 SF0120  USGS QUAD   -  PELLETIER BROOK LAKE (1985)
 SF0120
 SF0120                         *CURRENT SURVEY CONTROL
 SF0120  ___________________________________________________________________
 SF0120* NAD 83(1986)-  47 02 58.     (N)    068 59 26.     (W)     SCALED    
 SF0120* NAVD 88     -       289.093  (meters)     948.47   (feet)  ADJUSTED  
 SF0120  ___________________________________________________________________
 SF0120  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 SF0120  DYNAMIC HT  -         289.117 (meters)     948.54  (feet)  COMP
 SF0120  MODELED GRAV-     980,690.0   (mgal)                       NAVD 88
 SF0120
 SF0120  VERT ORDER  -  SECOND    CLASS II
 SF0120
 SF0120.The horizontal coordinates were scaled from a topographic map and have
 SF0120.an estimated accuracy of +/- 6 seconds.
 SF0120
 SF0120.The orthometric height was determined by differential leveling
 SF0120.and adjusted by the National Geodetic Survey in June 1991..
 SF0120
 SF0120.The geoid height was determined by GEOID03.
 SF0120
 SF0120.The dynamic height is computed by dividing the NAVD 88
 SF0120.geopotential number by the normal gravity value computed on the
 SF0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0120.degrees latitude (g = 980.6199 gals.).
 SF0120
 SF0120.The modeled gravity was interpolated from observed gravity values.
 SF0120
 SF0120;                    North         East    Units  Estimated Accuracy
 SF0120;SPC ME E     -   376,040.      262,730.      MT  (+/- 180 meters Scaled)
 SF0120
 SF0120                          SUPERSEDED SURVEY CONTROL
 SF0120
 SF0120.No superseded survey control is available for this station.
 SF0120
 SF0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN007106(NAD 83)
 SF0120_MARKER: DB = BENCH MARK DISK
 SF0120_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SF0120_SP_SET: COPPER-CLAD STEEL ROD
 SF0120_STAMPING: 43 ROD 1983
 SF0120_MARK LOGO: USGS  
 SF0120_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SF0120
 SF0120  HISTORY     - Date     Condition        Report By
 SF0120  HISTORY     - 1983     MONUMENTED       USGS-M
 SF0120
 SF0120                          STATION DESCRIPTION
 SF0120
 SF0120'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1983
 SF0120'12.7 MI SSW FROM ST FRANCIS.
 SF0120'9.1 MI (14.6 KM) SOUTHWEST ALONG STATE HIGHWAY 161 FROM THE POST
 SF0120'OFFICE IN ST. FRANCIS, THENCE 3.6 MI (5.7 KM) SOUTH ALONG THE ROAD TO
 SF0120'THE BM ON THE RIGHT, 1.8 MI (2.9 KM) NORTH OF WOOD BRIDGE OVER NEGRO
 SF0120'BROOK, 500 FT (152 M) NORTH OF FORD OVER A SMALL BROOK, 37 FT (11.3 M)
 SF0120'NORTH OF A TRAIL LEADING EAST, 27 FT (8.2 M) WEST AND 0.6 FT (0.18 M)
 SF0120'HIGHER THAN THE ROAD, 1.5 FT (0.46 M) EAST OF WITNESS POST, IN SMALL
 SF0120'CLEARING, A STANDARD ROD SUPPORTED USGS TABLET CENTERED IN PLASTIC
 SF0120'PIPE PROJECTING 0.2 FT (0.06 M) AND STAMPED 43 ROD 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0253 ***********************************************************************
 OC0253  DESIGNATION -  43.0
 OC0253  PID         -  OC0253
 OC0253  STATE/COUNTY-  ME/YORK
 OC0253  USGS QUAD   -  BIDDEFORD (1975)
 OC0253
 OC0253                         *CURRENT SURVEY CONTROL
 OC0253  ___________________________________________________________________
 OC0253* NAD 83(1986)-  43 27 27.     (N)    070 23 19.     (W)     SCALED    
 OC0253* NAVD 88     -        12.910  (meters)      42.36   (feet)  ADJUSTED  
 OC0253  ___________________________________________________________________
 OC0253  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 OC0253  DYNAMIC HT  -          12.909 (meters)      42.35  (feet)  COMP
 OC0253  MODELED GRAV-     980,491.4   (mgal)                       NAVD 88
 OC0253
 OC0253  VERT ORDER  -  SECOND    CLASS 0
 OC0253
 OC0253.The horizontal coordinates were scaled from a topographic map and have
 OC0253.an estimated accuracy of +/- 6 seconds.
 OC0253
 OC0253.The orthometric height was determined by differential leveling
 OC0253.and adjusted by the National Geodetic Survey in June 1991..
 OC0253
 OC0253.The geoid height was determined by GEOID03.
 OC0253
 OC0253.The dynamic height is computed by dividing the NAVD 88
 OC0253.geopotential number by the normal gravity value computed on the
 OC0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0253.degrees latitude (g = 980.6199 gals.).
 OC0253
 OC0253.The modeled gravity was interpolated from observed gravity values.
 OC0253
 OC0253;                    North         East    Units  Estimated Accuracy
 OC0253;SPC ME W     -    69,360.      882,040.      MT  (+/- 180 meters Scaled)
 OC0253
 OC0253                          SUPERSEDED SURVEY CONTROL
 OC0253
 OC0253  NGVD 29 (??/??/92)   13.128  (m)           43.07   (f) ADJ UNCH    2 0
 OC0253
 OC0253.Superseded values are not recommended for survey control.
 OC0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0253.See file dsdata.txt to determine how the superseded data were derived.
 OC0253
 OC0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ876125(NAD 83)
 OC0253_MARKER: Q = CHISELED SQUARE
 OC0253_SETTING: 66 = SET IN ROCK OUTCROP
 OC0253_SP_SET: ROCK LEDGE
 OC0253_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC0253+STABILITY: POSITION/ELEVATION WELL
 OC0253
 OC0253  HISTORY     - Date     Condition        Report By
 OC0253  HISTORY     - UNK      MONUMENTED       USGS
 OC0253  HISTORY     - 1943     GOOD             NGS
 OC0253
 OC0253                          STATION DESCRIPTION
 OC0253
 OC0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 OC0253'4.2 MI SE FROM BIDDEFORD.
 OC0253'4.2 MILES SOUTHEAST ALONG BIDDEFORD POOL ROAD FROM THE POST
 OC0253'OFFICE AT BIDDEFORD, YORK COUNTY, 2 INCHES FROM BENCH MARK Q 98
 OC0253'DESCRIBED ABOVE, IN FRONT OF A LARGE HOUSE WITH A ROCK RETAINING
 OC0253'WALL AROUND THE YARD NEAR THE ROAD, 31 FEET WEST OF THE STEPS
 OC0253'LEADING TO THE HOUSE, 22 FEET NORTH OF THE CENTERLINE OF THE
 OC0253'ROAD, 2 FEET SOUTH OF THE ROCK WALL IN A LARGE OUTCROPPING LEDGE
 OC0253'ROCK, AND ABOUT 1 FOOT HIGHER THAN THE ROADBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0238 ***********************************************************************
 OB0238  DESIGNATION -  43.4
 OB0238  PID         -  OB0238
 OB0238  STATE/COUNTY-  ME/CUMBERLAND
 OB0238  USGS QUAD   -  ORRS ISLAND (1997)
 OB0238
 OB0238                         *CURRENT SURVEY CONTROL
 OB0238  ___________________________________________________________________
 OB0238* NAD 83(1986)-  43 48 32.     (N)    069 55 34.     (W)     SCALED    
 OB0238* NAVD 88     -        13.077  (meters)      42.90   (feet)  ADJUSTED  
 OB0238  ___________________________________________________________________
 OB0238  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 OB0238  DYNAMIC HT  -          13.075 (meters)      42.90  (feet)  COMP
 OB0238  MODELED GRAV-     980,521.2   (mgal)                       NAVD 88
 OB0238
 OB0238  VERT ORDER  -  SECOND    CLASS 0
 OB0238
 OB0238.The horizontal coordinates were scaled from a topographic map and have
 OB0238.an estimated accuracy of +/- 6 seconds.
 OB0238
 OB0238.The orthometric height was determined by differential leveling
 OB0238.and adjusted by the National Geodetic Survey in June 1991..
 OB0238
 OB0238.The geoid height was determined by GEOID03.
 OB0238
 OB0238.The dynamic height is computed by dividing the NAVD 88
 OB0238.geopotential number by the normal gravity value computed on the
 OB0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0238.degrees latitude (g = 980.6199 gals.).
 OB0238
 OB0238.The modeled gravity was interpolated from observed gravity values.
 OB0238
 OB0238;                    North         East    Units  Estimated Accuracy
 OB0238;SPC ME W     -   108,410.      919,360.      MT  (+/- 180 meters Scaled)
 OB0238
 OB0238                          SUPERSEDED SURVEY CONTROL
 OB0238
 OB0238  NGVD 29 (??/??/92)   13.275  (m)           43.55   (f) ADJ UNCH    2 0
 OB0238
 OB0238.Superseded values are not recommended for survey control.
 OB0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0238.See file dsdata.txt to determine how the superseded data were derived.
 OB0238
 OB0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ255510(NAD 83)
 OB0238_MARKER: Q = CHISELED SQUARE
 OB0238_SETTING: 80 = SET IN A BOULDER
 OB0238_SP_SET: BOULDER
 OB0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OB0238+STABILITY: SURFACE MOTION
 OB0238
 OB0238  HISTORY     - Date     Condition        Report By
 OB0238  HISTORY     - UNK      MONUMENTED       USGS
 OB0238  HISTORY     - 1943     GOOD             NGS
 OB0238
 OB0238                          STATION DESCRIPTION
 OB0238
 OB0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 OB0238'4.8 MI NE FROM ORRS ISLAND.
 OB0238'4.8 MILES NORTHEAST ALONG STATE HIGHWAY 24 FROM THE POST OFFICE AT
 OB0238'ORRS ISLAND, CUMBERLAND COUNTY, 55.4 FEET SOUTH OF BENCH MARK J 97
 OB0238'DESCRIBED ABOVE, 200 FEET NORTH OF THE JUNCTION OF A ROAD LEADING
 OB0238'SOUTHEAST, 26.6 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 13.8 FEET
 OB0238'SOUTHWEST OF POWER-TRANSMISSION LINE POLE 226, AND IN A BOULDER. A
 OB0238'CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0763 ***********************************************************************
 QG0763  DESIGNATION -  434.8
 QG0763  PID         -  QG0763
 QG0763  STATE/COUNTY-  ME/PENOBSCOT
 QG0763  USGS QUAD   -  GARLAND (1983)
 QG0763
 QG0763                         *CURRENT SURVEY CONTROL
 QG0763  ___________________________________________________________________
 QG0763* NAD 83(1986)-  45 05 07.     (N)    069 14 39.     (W)     SCALED    
 QG0763* NAVD 88     -       132.502  (meters)     434.72   (feet)  ADJUSTED  
 QG0763  ___________________________________________________________________
 QG0763  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 QG0763  DYNAMIC HT  -         132.497 (meters)     434.70  (feet)  COMP
 QG0763  MODELED GRAV-     980,580.4   (mgal)                       NAVD 88
 QG0763
 QG0763  VERT ORDER  -  SECOND    CLASS 0
 QG0763
 QG0763.The horizontal coordinates were scaled from a topographic map and have
 QG0763.an estimated accuracy of +/- 6 seconds.
 QG0763
 QG0763.The orthometric height was determined by differential leveling
 QG0763.and adjusted by the National Geodetic Survey in June 1991..
 QG0763
 QG0763.The geoid height was determined by GEOID03.
 QG0763
 QG0763.The dynamic height is computed by dividing the NAVD 88
 QG0763.geopotential number by the normal gravity value computed on the
 QG0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0763.degrees latitude (g = 980.6199 gals.).
 QG0763
 QG0763.The modeled gravity was interpolated from observed gravity values.
 QG0763
 QG0763;                    North         East    Units  Estimated Accuracy
 QG0763;SPC ME E     -   157,890.      241,420.      MT  (+/- 180 meters Scaled)
 QG0763
 QG0763                          SUPERSEDED SURVEY CONTROL
 QG0763
 QG0763  NGVD 29 (??/??/92)  132.688  (m)          435.33   (f) ADJ UNCH    2 0
 QG0763
 QG0763.Superseded values are not recommended for survey control.
 QG0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0763.See file dsdata.txt to determine how the superseded data were derived.
 QG0763
 QG0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK807924(NAD 83)
 QG0763_MARKER: Q = CHISELED SQUARE
 QG0763_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QG0763_SP_SET: BRIDGE WALL
 QG0763_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG0763
 QG0763  HISTORY     - Date     Condition        Report By
 QG0763  HISTORY     - UNK      MONUMENTED       USGS
 QG0763  HISTORY     - 1935     GOOD             NGS
 QG0763  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 QG0763
 QG0763                          STATION DESCRIPTION
 QG0763
 QG0763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QG0763'AT SILVERS MILLS.
 QG0763'AT SILVERS MILLS, PENOBSCOT COUNTY, ABOUT 60 YARDS SOUTH OF THE
 QG0763'SOUTH WALL OF THE MAINE CENTRAL RAILROAD STATION, 50 FEET SOUTH
 QG0763'OF THE CENTER OF A ROAD CROSSING, AND ON THE TOP OF THE NORTHWEST
 QG0763'CORNER OF THE NORTH HEAD WALL OF A BRIDGE CROSSING A STREAM.  A
 QG0763'CHISELED SQUARE.
 QG0763
 QG0763                          STATION RECOVERY (1988)
 QG0763
 QG0763'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 QG0763'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0376 ***********************************************************************
 QG0376  DESIGNATION -  435
 QG0376  PID         -  QG0376
 QG0376  STATE/COUNTY-  ME/PENOBSCOT
 QG0376  USGS QUAD   -  LAGRANGE (1983)
 QG0376
 QG0376                         *CURRENT SURVEY CONTROL
 QG0376  ___________________________________________________________________
 QG0376* NAD 83(1986)-  45 13 26.     (N)    068 46 57.     (W)     SCALED    
 QG0376* NAVD 88     -       132.849  (meters)     435.86   (feet)  ADJUSTED  
 QG0376  ___________________________________________________________________
 QG0376  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 QG0376  DYNAMIC HT  -         132.846 (meters)     435.85  (feet)  COMP
 QG0376  MODELED GRAV-     980,593.6   (mgal)                       NAVD 88
 QG0376
 QG0376  VERT ORDER  -  SECOND    CLASS 0
 QG0376
 QG0376.The horizontal coordinates were scaled from a topographic map and have
 QG0376.an estimated accuracy of +/- 6 seconds.
 QG0376
 QG0376.The orthometric height was determined by differential leveling
 QG0376.and adjusted by the National Geodetic Survey in June 1991..
 QG0376
 QG0376.The geoid height was determined by GEOID03.
 QG0376
 QG0376.The dynamic height is computed by dividing the NAVD 88
 QG0376.geopotential number by the normal gravity value computed on the
 QG0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0376.degrees latitude (g = 980.6199 gals.).
 QG0376
 QG0376.The modeled gravity was interpolated from observed gravity values.
 QG0376
 QG0376;                    North         East    Units  Estimated Accuracy
 QG0376;SPC ME E     -   173,060.      277,820.      MT  (+/- 180 meters Scaled)
 QG0376
 QG0376                          SUPERSEDED SURVEY CONTROL
 QG0376
 QG0376  NGVD 29 (??/??/92)  133.046  (m)          436.50   (f) ADJ UNCH    2 0
 QG0376
 QG0376.Superseded values are not recommended for survey control.
 QG0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0376.See file dsdata.txt to determine how the superseded data were derived.
 QG0376
 QG0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL170078(NAD 83)
 QG0376_MARKER: DD = SURVEY DISK
 QG0376_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QG0376_SP_SET: CULVERT
 QG0376_STAMPING: 435
 QG0376_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG0376
 QG0376  HISTORY     - Date     Condition        Report By
 QG0376  HISTORY     - UNK      MONUMENTED       USGS
 QG0376  HISTORY     - 1942     GOOD             NGS
 QG0376
 QG0376                          STATION DESCRIPTION
 QG0376
 QG0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 QG0376'5 MI NE FROM LA GRANGE.
 QG0376'5.0 MILS NORTHEAST ALONG STATE HIGHWAY 11 FROM THE HIGH SCHOOL
 QG0376'AT LA GRANGE, PENOBSCOT COUNTY, AT A CONCRETE CULVERT, IN THE
 QG0376'CENTER OF THE TOP OF THE SOUTHEAST HEAD WALL, 12 FEET SOUTHEAST
 QG0376'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE
 QG0376'HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 QG0376'435.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0460 ***********************************************************************
 OC0460  DESIGNATION -  43.8
 OC0460  PID         -  OC0460
 OC0460  STATE/COUNTY-  ME/YORK
 OC0460  USGS QUAD   -  WELLS (1979)
 OC0460
 OC0460                         *CURRENT SURVEY CONTROL
 OC0460  ___________________________________________________________________
 OC0460* NAD 83(1986)-  43 16 15.     (N)    070 35 52.     (W)     SCALED    
 OC0460* NAVD 88     -        13.166  (meters)      43.20   (feet)  ADJUSTED  
 OC0460  ___________________________________________________________________
 OC0460  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 OC0460  DYNAMIC HT  -          13.164 (meters)      43.19  (feet)  COMP
 OC0460  MODELED GRAV-     980,469.8   (mgal)                       NAVD 88
 OC0460
 OC0460  VERT ORDER  -  SECOND    CLASS 0
 OC0460
 OC0460.The horizontal coordinates were scaled from a topographic map and have
 OC0460.an estimated accuracy of +/- 6 seconds.
 OC0460
 OC0460.The orthometric height was determined by differential leveling
 OC0460.and adjusted by the National Geodetic Survey in June 1991..
 OC0460
 OC0460.The geoid height was determined by GEOID03.
 OC0460
 OC0460.The dynamic height is computed by dividing the NAVD 88
 OC0460.geopotential number by the normal gravity value computed on the
 OC0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0460.degrees latitude (g = 980.6199 gals.).
 OC0460
 OC0460.The modeled gravity was interpolated from observed gravity values.
 OC0460
 OC0460;                    North         East    Units  Estimated Accuracy
 OC0460;SPC ME W     -    48,690.      865,000.      MT  (+/- 180 meters Scaled)
 OC0460
 OC0460                          SUPERSEDED SURVEY CONTROL
 OC0460
 OC0460  NGVD 29 (??/??/92)   13.392  (m)           43.94   (f) ADJ UNCH    2 0
 OC0460
 OC0460.Superseded values are not recommended for survey control.
 OC0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0460.See file dsdata.txt to determine how the superseded data were derived.
 OC0460
 OC0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH703921(NAD 83)
 OC0460_MARKER: Q = CHISELED SQUARE
 OC0460_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC0460_SP_SET: ABUTMENT
 OC0460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC0460
 OC0460  HISTORY     - Date     Condition        Report By
 OC0460  HISTORY     - UNK      MONUMENTED       USGS
 OC0460  HISTORY     - 1943     GOOD             NGS
 OC0460  HISTORY     - 1976     MARK NOT FOUND   NGS
 OC0460  HISTORY     - 1988     GOOD             USPSQD
 OC0460  HISTORY     - 1989     GOOD             USPSQD
 OC0460
 OC0460                          STATION DESCRIPTION
 OC0460
 OC0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 OC0460'1.5 MI N FROM OGUNQUIT.
 OC0460'1.5 MILE NORTH ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 OC0460'OGUNQUIT, YORK COUNTY, AT A BRIDGE OVER OGUNQUIT RIVER, AND IN
 OC0460'THE NORTH END OF THE WEST WING WALL OF THE CONCRETE ABUTMENT.
 OC0460
 OC0460                          STATION RECOVERY (1976)
 OC0460
 OC0460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0460'MARK NOT FOUND.
 OC0460
 OC0460                          STATION RECOVERY (1988)
 OC0460
 OC0460'RECOVERY NOTE BY US POWER SQUADRON 1988 (RSR)
 OC0460'RECOVERED IN GOOD CONDITION.
 OC0460
 OC0460                          STATION RECOVERY (1989)
 OC0460
 OC0460'RECOVERY NOTE BY US POWER SQUADRON 1989 (RSR)
 OC0460'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0145 ***********************************************************************
 SF0145  DESIGNATION -  44 JHS
 SF0145  PID         -  SF0145
 SF0145  STATE/COUNTY-  ME/AROOSTOOK
 SF0145  USGS QUAD   -  SCHOOLHOUSE RAPIDS (1987)
 SF0145
 SF0145                         *CURRENT SURVEY CONTROL
 SF0145  ___________________________________________________________________
 SF0145* NAD 83(1986)-  47 02 51.     (N)    069 19 30.     (W)     SCALED    
 SF0145* NAVD 88     -       221.508  (meters)     726.73   (feet)  ADJUSTED  
 SF0145  ___________________________________________________________________
 SF0145  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 SF0145  DYNAMIC HT  -         221.529 (meters)     726.80  (feet)  COMP
 SF0145  MODELED GRAV-     980,702.7   (mgal)                       NAVD 88
 SF0145
 SF0145  VERT ORDER  -  SECOND    CLASS II
 SF0145
 SF0145.The horizontal coordinates were scaled from a topographic map and have
 SF0145.an estimated accuracy of +/- 6 seconds.
 SF0145
 SF0145.The orthometric height was determined by differential leveling
 SF0145.and adjusted by the National Geodetic Survey in June 1991..
 SF0145
 SF0145.The geoid height was determined by GEOID03.
 SF0145
 SF0145.The dynamic height is computed by dividing the NAVD 88
 SF0145.geopotential number by the normal gravity value computed on the
 SF0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0145.degrees latitude (g = 980.6199 gals.).
 SF0145
 SF0145.The modeled gravity was interpolated from observed gravity values.
 SF0145
 SF0145;                    North         East    Units  Estimated Accuracy
 SF0145;SPC ME E     -   376,030.      237,320.      MT  (+/- 180 meters Scaled)
 SF0145
 SF0145                          SUPERSEDED SURVEY CONTROL
 SF0145
 SF0145.No superseded survey control is available for this station.
 SF0145
 SF0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN753104(NAD 83)
 SF0145_MARKER: DD = SURVEY DISK
 SF0145_SETTING: 66 = SET IN ROCK OUTCROP
 SF0145_SP_SET: ROCK OUTCROP
 SF0145_STAMPING: 44 JHS 1984
 SF0145_MARK LOGO: USGS  
 SF0145_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SF0145+STABILITY: POSITION/ELEVATION WELL
 SF0145
 SF0145  HISTORY     - Date     Condition        Report By
 SF0145  HISTORY     - 1984     MONUMENTED       USGS-M
 SF0145
 SF0145                          STATION DESCRIPTION
 SF0145
 SF0145'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1984
 SF0145'12.0 MI WSW FROM DICKEY.
 SF0145'DICKEY BRIDGE (OVER ST. JOHN RIVER), 0.8 MI (1.3 KM) NW. THENCE
 SF0145'12.1 MI (19.5 KM) SW. OF, ALONG RD. THAT GENERALLY FOLLOWS PARALLEL
 SF0145'WITH ST. JOHN RIVER TO BM 47 JHS 1984 THENCE 1.9 MI (3.1 KM) SW. ALONG
 SF0145'RD. THAT FOLLOWS S. SIDE OF POCWOCK STREAM TO T-RD. AND BM 45 JHS 1984
 SF0145'THENCE 1 MI (1.6 KM) SE. TO ABANDONED LANDING STRIP AND THE BM, ABOUT
 SF0145'2.4 MI (3.9 KM) N. AND 0.6 MI (1 KM) E. OF SW. COR. OF T. 16, R. 12,
 SF0145'WELS, NEAR W. END OF OLD RUNWAY ON S. SIDE, ABOUT 200 FT (61 M) N. OF
 SF0145'CAMPSITE ON BANK OF ST. JOHN RIVER, 114 FT (34.7 M) W., 44 FT (13.4 M)
 SF0145'S. AND 1.1 FT (0.34 M) LOWER THAN E.-W. RUNWAY (APPEARS AS  RD.), AT
 SF0145'RD. LEADING SW., 5.7 FT (1.7 M) SW. OF WITNESS POST, SET IN ROCK
 SF0145'FLUSH WITH GROUND.
 SF0145'THE MARK IS 1.1 FT BELOW A ROAD SW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0121 ***********************************************************************
 SF0121  DESIGNATION -  44 ROD USGS
 SF0121  PID         -  SF0121
 SF0121  STATE/COUNTY-  ME/AROOSTOOK
 SF0121  USGS QUAD   -  PELLETIER BROOK LAKE (1985)
 SF0121
 SF0121                         *CURRENT SURVEY CONTROL
 SF0121  ___________________________________________________________________
 SF0121* NAD 83(1986)-  47 03 56.     (N)    068 59 30.     (W)     SCALED    
 SF0121* NAVD 88     -       293.121  (meters)     961.68   (feet)  ADJUSTED  
 SF0121  ___________________________________________________________________
 SF0121  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 SF0121  DYNAMIC HT  -         293.147 (meters)     961.77  (feet)  COMP
 SF0121  MODELED GRAV-     980,694.6   (mgal)                       NAVD 88
 SF0121
 SF0121  VERT ORDER  -  SECOND    CLASS II
 SF0121
 SF0121.The horizontal coordinates were scaled from a topographic map and have
 SF0121.an estimated accuracy of +/- 6 seconds.
 SF0121
 SF0121.The orthometric height was determined by differential leveling
 SF0121.and adjusted by the National Geodetic Survey in June 1991..
 SF0121
 SF0121.The geoid height was determined by GEOID03.
 SF0121
 SF0121.The dynamic height is computed by dividing the NAVD 88
 SF0121.geopotential number by the normal gravity value computed on the
 SF0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0121.degrees latitude (g = 980.6199 gals.).
 SF0121
 SF0121.The modeled gravity was interpolated from observed gravity values.
 SF0121
 SF0121;                    North         East    Units  Estimated Accuracy
 SF0121;SPC ME E     -   377,830.      262,660.      MT  (+/- 180 meters Scaled)
 SF0121
 SF0121                          SUPERSEDED SURVEY CONTROL
 SF0121
 SF0121.No superseded survey control is available for this station.
 SF0121
 SF0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN006124(NAD 83)
 SF0121_MARKER: DB = BENCH MARK DISK
 SF0121_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SF0121_SP_SET: COPPER-CLAD STEEL ROD
 SF0121_STAMPING: 44 ROD 1983
 SF0121_MARK LOGO: USGS  
 SF0121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SF0121
 SF0121  HISTORY     - Date     Condition        Report By
 SF0121  HISTORY     - 1983     MONUMENTED       USGS-M
 SF0121
 SF0121                          STATION DESCRIPTION
 SF0121
 SF0121'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1983
 SF0121'11.6 MI SSW FROM ST FRANCIS.
 SF0121'9.1 MI (14.6 KM) SOUTHWEST ALONG STATE HIGHWAY 161 FROM THE POST
 SF0121'OFFICE IN ST. FRANCIS, THENCE 2.5 MI (4 KM) SOUTH ALONG THE ROAD TO
 SF0121'THE BM ON THE RIGHT, 2.9 MI (4.7 KM) NORTH OF WOOD BRIDGE OVER NEGRO
 SF0121'BROOK, ABOUT 0.9 MI (1.4 KM) NORTH ALONG ROAD FROM LEWIS BROOK, 50 FT
 SF0121'(15.2 M) NORTH OF AN EAST-WEST CROSS TRAIL, 23 FT (7 M) WEST AND 2.2
 SF0121'FT (0.7 M) LOWER THAN ROAD, 2.3 FT (0.7 M) EAST OF WITNESS POST, A
 SF0121'STANDARD ROD SUPPORTED USGS TABLET CENTERED IN PLASTIC TILE PROJECTING
 SF0121'0.2 FT (0.06 M) AND STAMPED 44 ROD 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0134 ***********************************************************************
 PD0134  DESIGNATION -  44 USGS
 PD0134  PID         -  PD0134
 PD0134  STATE/COUNTY-  ME/WASHINGTON
 PD0134  USGS QUAD   -  MACHIAS (1977)
 PD0134
 PD0134                         *CURRENT SURVEY CONTROL
 PD0134  ___________________________________________________________________
 PD0134* NAD 83(1986)-  44 44 20.     (N)    067 23 19.     (W)     SCALED    
 PD0134* NAVD 88     -        13.113  (meters)      43.02   (feet)  ADJUSTED  
 PD0134  ___________________________________________________________________
 PD0134  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 PD0134  DYNAMIC HT  -          13.113 (meters)      43.02  (feet)  COMP
 PD0134  MODELED GRAV-     980,596.6   (mgal)                       NAVD 88
 PD0134
 PD0134  VERT ORDER  -  FIRST     CLASS II
 PD0134
 PD0134.The horizontal coordinates were scaled from a topographic map and have
 PD0134.an estimated accuracy of +/- 6 seconds.
 PD0134
 PD0134.The orthometric height was determined by differential leveling
 PD0134.and adjusted by the National Geodetic Survey in June 1991..
 PD0134
 PD0134.The geoid height was determined by GEOID03.
 PD0134
 PD0134.The dynamic height is computed by dividing the NAVD 88
 PD0134.geopotential number by the normal gravity value computed on the
 PD0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0134.degrees latitude (g = 980.6199 gals.).
 PD0134
 PD0134.The modeled gravity was interpolated from observed gravity values.
 PD0134
 PD0134;                    North         East    Units  Estimated Accuracy
 PD0134;SPC ME E     -   119,730.      388,020.      MT  (+/- 180 meters Scaled)
 PD0134
 PD0134                          SUPERSEDED SURVEY CONTROL
 PD0134
 PD0134  NGVD 29 (??/??/92)   13.319  (m)           43.70   (f) ADJ UNCH    1 2
 PD0134
 PD0134.Superseded values are not recommended for survey control.
 PD0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0134.See file dsdata.txt to determine how the superseded data were derived.
 PD0134
 PD0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK275552(NAD 83)
 PD0134_MARKER: DD = SURVEY DISK
 PD0134_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PD0134_SP_SET: BRIDGE
 PD0134_STAMPING: 43.812 ME 1917
 PD0134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PD0134
 PD0134  HISTORY     - Date     Condition        Report By
 PD0134  HISTORY     - 1917     MONUMENTED       USGS
 PD0134  HISTORY     - 1966     GOOD             NGS
 PD0134  HISTORY     - 1978     GOOD             NGS
 PD0134  HISTORY     - 1978     GOOD             DMA
 PD0134
 PD0134                          STATION DESCRIPTION
 PD0134
 PD0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PD0134'AT EAST MACHIAS.
 PD0134'AT EAST MACHIAS, AT U.S. HIGHWAY 1 BRIDGE OVER EAST MACHIAS
 PD0134'RIVER, 12 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 PD0134'IN TOP OF THE NORTHEAST CONCRETE BRIDGE RAILING, 33.2 FEET
 PD0134'NORTHWEST OF THE SOUTHEAST END OF THE RAILING AND 1.0 FOOT NORTHWEST
 PD0134'OF A TURN IN THE RAILING, 176 FEET SOUTHEAST OF THE SOUTHEAST
 PD0134'RAIL OF THE MAINE CENTRAL RAILROAD TRACK, AND ABOUT 3 FEET
 PD0134'HIGHER THAN THE HIGHWAY.
 PD0134
 PD0134                          STATION RECOVERY (1978)
 PD0134
 PD0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PD0134'RECOVERED IN GOOD CONDITION.
 PD0134
 PD0134                          STATION RECOVERY (1978)
 PD0134
 PD0134'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PD0134'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0068 ***********************************************************************
 PF0068  DESIGNATION -  442
 PF0068  PID         -  PF0068
 PF0068  STATE/COUNTY-  ME/FRANKLIN
 PF0068  USGS QUAD   -  WILTON (1968)
 PF0068
 PF0068                         *CURRENT SURVEY CONTROL
 PF0068  ___________________________________________________________________
 PF0068* NAD 83(1986)-  44 31 53.     (N)    070 13 56.     (W)     SCALED    
 PF0068* NAVD 88     -       134.465  (meters)     441.16   (feet)  ADJUSTED  
 PF0068  ___________________________________________________________________
 PF0068  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 PF0068  DYNAMIC HT  -         134.450 (meters)     441.11  (feet)  COMP
 PF0068  MODELED GRAV-     980,506.1   (mgal)                       NAVD 88
 PF0068
 PF0068  VERT ORDER  -  SECOND    CLASS 0
 PF0068
 PF0068.The horizontal coordinates were scaled from a topographic map and have
 PF0068.an estimated accuracy of +/- 6 seconds.
 PF0068
 PF0068.The orthometric height was determined by differential leveling
 PF0068.and adjusted by the National Geodetic Survey in June 1991..
 PF0068
 PF0068.The geoid height was determined by GEOID03.
 PF0068
 PF0068.The dynamic height is computed by dividing the NAVD 88
 PF0068.geopotential number by the normal gravity value computed on the
 PF0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0068.degrees latitude (g = 980.6199 gals.).
 PF0068
 PF0068.The modeled gravity was interpolated from observed gravity values.
 PF0068
 PF0068;                    North         East    Units  Estimated Accuracy
 PF0068;SPC ME W     -   188,660.      894,790.      MT  (+/- 180 meters Scaled)
 PF0068
 PF0068                          SUPERSEDED SURVEY CONTROL
 PF0068
 PF0068  NGVD 29 (??/??/92)  134.592  (m)          441.57   (f) ADJ UNCH    2 0
 PF0068
 PF0068.Superseded values are not recommended for survey control.
 PF0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0068.See file dsdata.txt to determine how the superseded data were derived.
 PF0068
 PF0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK020316(NAD 83)
 PF0068_MARKER: DD = SURVEY DISK
 PF0068_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PF0068_SP_SET: CULVERT
 PF0068_STAMPING: 1919 442 FT
 PF0068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PF0068
 PF0068  HISTORY     - Date     Condition        Report By
 PF0068  HISTORY     - 1919     MONUMENTED       USGS
 PF0068  HISTORY     - 1935     GOOD             NGS
 PF0068
 PF0068                          STATION DESCRIPTION
 PF0068
 PF0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PF0068'0.8 MI S FROM N JAY.
 PF0068'0.7 MILE SOUTH ALONG THE MAINE CENTRAL RAILROAD FROM THE STATION
 PF0068'AT NORTH JAY, FRANKLIN COUNTY, 129 YARDS NORTH OF THE CENTER OF
 PF0068'A PRIVATE-ROAD CROSSING, 11 FEET WEST OF THE WEST RAIL, IN THE
 PF0068'TOP OF THE WEST END OF A CONCRETE CULVERT, AND ABOUT 3 FEET
 PF0068'LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0074 ***********************************************************************
 PD0074  DESIGNATION -  45
 PD0074  PID         -  PD0074
 PD0074  STATE/COUNTY-  ME/WASHINGTON
 PD0074  USGS QUAD   -  WEST LUBEC (1975)
 PD0074
 PD0074                         *CURRENT SURVEY CONTROL
 PD0074  ___________________________________________________________________
 PD0074* NAD 83(1986)-  44 49 15.     (N)    067 03 12.     (W)     SCALED    
 PD0074* NAVD 88     -        13.745  (meters)      45.10   (feet)  POSTED    
 PD0074  ___________________________________________________________________
 PD0074  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 PD0074  DYNAMIC HT  -          13.740 (meters)      45.08  (feet)  COMP
 PD0074  MODELED GRAV-     980,622.3   (mgal)                       NAVD 88
 PD0074
 PD0074  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 PD0074
 PD0074.The horizontal coordinates were scaled from a topographic map and have
 PD0074.an estimated accuracy of +/- 6 seconds.
 PD0074
 PD0074.The orthometric height was determined by differential leveling
 PD0074.and adjusted by the National Geodetic Survey in 1992..
 PD0074.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 PD0074.rate of 4.1 thru 8.0 mm/km.
 PD0074
 PD0074.The geoid height was determined by GEOID03.
 PD0074
 PD0074.The dynamic height is computed by dividing the NAVD 88
 PD0074.geopotential number by the normal gravity value computed on the
 PD0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0074.degrees latitude (g = 980.6199 gals.).
 PD0074
 PD0074.The modeled gravity was interpolated from observed gravity values.
 PD0074
 PD0074;                    North         East    Units  Estimated Accuracy
 PD0074;SPC ME E     -   129,250.      414,410.      MT  (+/- 180 meters Scaled)
 PD0074
 PD0074                          SUPERSEDED SURVEY CONTROL
 PD0074
 PD0074  NGVD 29 (??/??/92)   13.930  (m)           45.70   (f) ADJ UNCH    2 0
 PD0074
 PD0074.Superseded values are not recommended for survey control.
 PD0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0074.See file dsdata.txt to determine how the superseded data were derived.
 PD0074
 PD0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK539648(NAD 83)
 PD0074_MARKER: DD = SURVEY DISK
 PD0074_SETTING: 66 = SET IN ROCK OUTCROP
 PD0074_SP_SET: ROCK OUTCROP
 PD0074_STAMPING: MAINE 1907
 PD0074_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0074+STABILITY: POSITION/ELEVATION WELL
 PD0074
 PD0074  HISTORY     - Date     Condition        Report By
 PD0074  HISTORY     - 1907     MONUMENTED       USGS
 PD0074  HISTORY     - 1935     GOOD             NGS
 PD0074  HISTORY     - 1946     GOOD             NGS
 PD0074
 PD0074                          STATION DESCRIPTION
 PD0074
 PD0074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PD0074'3.7 MI SW FROM LUBEC.
 PD0074'3.7 MILES SOUTHWEST ALONG STATE HIGHWAY 189 FROM THE PUBLIC
 PD0074'SCHOOL AT LUBEC, WASHINGTON COUNTY, ABOUT 85 YARDS WEST OF A
 PD0074'10-BY 20-FOOT CONCRETE CULVERT, ABOUT 74 FEET NORTH OF THE
 PD0074'CENTER LINE OF THE HIGHWAY, 30 FEET EAST OF THE CENTER LINE
 PD0074'OF A FARM ROAD, IN THE TOP OF A ROCK OUTCROP, AND ABOUT 4 FEET
 PD0074'ABOVE GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 PD0074'STAMPED MAINE 1907.
 PD0074
 PD0074                          STATION RECOVERY (1946)
 PD0074
 PD0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 PD0074'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0224 ***********************************************************************
 PF0224  DESIGNATION -  45 ATF
 PF0224  PID         -  PF0224
 PF0224  STATE/COUNTY-  ME/OXFORD
 PF0224  USGS QUAD   -  FRYEBURG (1989)
 PF0224
 PF0224                         *CURRENT SURVEY CONTROL
 PF0224  ___________________________________________________________________
 PF0224* NAD 83(1986)-  44 00 03.     (N)    070 59 45.     (W)     SCALED    
 PF0224* NAVD 88     -       138.538  (meters)     454.52   (feet)  ADJUSTED  
 PF0224  ___________________________________________________________________
 PF0224  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 PF0224  DYNAMIC HT  -         138.515 (meters)     454.44  (feet)  COMP
 PF0224  MODELED GRAV-     980,449.2   (mgal)                       NAVD 88
 PF0224
 PF0224  VERT ORDER  -  SECOND    CLASS 0
 PF0224
 PF0224.The horizontal coordinates were scaled from a topographic map and have
 PF0224.an estimated accuracy of +/- 6 seconds.
 PF0224
 PF0224.The orthometric height was determined by differential leveling
 PF0224.and adjusted by the National Geodetic Survey in June 1991..
 PF0224
 PF0224.The geoid height was determined by GEOID03.
 PF0224
 PF0224.The dynamic height is computed by dividing the NAVD 88
 PF0224.geopotential number by the normal gravity value computed on the
 PF0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0224.degrees latitude (g = 980.6199 gals.).
 PF0224
 PF0224.The modeled gravity was interpolated from observed gravity values.
 PF0224
 PF0224;                    North         East    Units  Estimated Accuracy
 PF0224;SPC ME W     -   130,040.      833,500.      MT  (+/- 180 meters Scaled)
 PF0224
 PF0224                          SUPERSEDED SURVEY CONTROL
 PF0224
 PF0224  NGVD 29 (??/??/92)  138.680  (m)          454.99   (f) ADJ UNCH    2 0
 PF0224
 PF0224.Superseded values are not recommended for survey control.
 PF0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0224.See file dsdata.txt to determine how the superseded data were derived.
 PF0224
 PF0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ399739(NAD 83)
 PF0224_MARKER: DD = SURVEY DISK
 PF0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PF0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PF0224_STAMPING: 45 ATF
 PF0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0224+STABILITY: SURFACE MOTION
 PF0224
 PF0224  HISTORY     - Date     Condition        Report By
 PF0224  HISTORY     - UNK      MONUMENTED       MENHBC
 PF0224  HISTORY     - 1933     GOOD             NGS
 PF0224  HISTORY     - 20040425 POOR             GEOCAC
 PF0224
 PF0224                          STATION DESCRIPTION
 PF0224
 PF0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PF0224'1.2 MI W FROM FRYEBURG.
 PF0224'1.2 MILES WEST ALONG THE MAINE CENTRAL RAILROAD FROM THE STATION
 PF0224'AT FRYEBURG, 220 FEET WEST OF MILEPOST P 51, 200 FEET WEST OF
 PF0224'THE TRACK, AND 20 FEET SOUTH OF U.S. HIGHWAY 302.  SET IN THE
 PF0224'TOP OF A CONCRETE POST.
 PF0224
 PF0224                          STATION RECOVERY (2004)
 PF0224
 PF0224'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 PF0224'RECOVERED IN THE DESCRIBED LOCATION BUT THE MONUMENT HAS BEEN KNOCKED
 PF0224'OVER. THE DISC IS INTACT AND IN GOOD CONDITION. GPS CO-ORDINATES
 PF0224'LOGGED AS
 PF0224'44 DEGREES 00.063 N
 PF0224'070 DEGREES 59.800 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0146 ***********************************************************************
 SF0146  DESIGNATION -  45 JHS
 SF0146  PID         -  SF0146
 SF0146  STATE/COUNTY-  ME/AROOSTOOK
 SF0146  USGS QUAD   -  SCHOOLHOUSE RAPIDS (1987)
 SF0146
 SF0146                         *CURRENT SURVEY CONTROL
 SF0146  ___________________________________________________________________
 SF0146* NAD 83(1986)-  47 03 27.     (N)    069 20 12.     (W)     SCALED    
 SF0146* NAVD 88     -       263.239  (meters)     863.64   (feet)  ADJUSTED  
 SF0146  ___________________________________________________________________
 SF0146  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 SF0146  DYNAMIC HT  -         263.264 (meters)     863.73  (feet)  COMP
 SF0146  MODELED GRAV-     980,703.2   (mgal)                       NAVD 88
 SF0146
 SF0146  VERT ORDER  -  SECOND    CLASS II
 SF0146
 SF0146.The horizontal coordinates were scaled from a topographic map and have
 SF0146.an estimated accuracy of +/- 6 seconds.
 SF0146
 SF0146.The orthometric height was determined by differential leveling
 SF0146.and adjusted by the National Geodetic Survey in June 1991..
 SF0146
 SF0146.The geoid height was determined by GEOID03.
 SF0146
 SF0146.The dynamic height is computed by dividing the NAVD 88
 SF0146.geopotential number by the normal gravity value computed on the
 SF0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0146.degrees latitude (g = 980.6199 gals.).
 SF0146
 SF0146.The modeled gravity was interpolated from observed gravity values.
 SF0146
 SF0146;                    North         East    Units  Estimated Accuracy
 SF0146;SPC ME E     -   377,160.      236,440.      MT  (+/- 180 meters Scaled)
 SF0146
 SF0146                          SUPERSEDED SURVEY CONTROL
 SF0146
 SF0146.No superseded survey control is available for this station.
 SF0146
 SF0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN744116(NAD 83)
 SF0146_MARKER: DD = SURVEY DISK
 SF0146_SETTING: 80 = SET IN A BOULDER
 SF0146_SP_SET: BOULDER
 SF0146_STAMPING: 45 JHS 1984
 SF0146_MARK LOGO: USGS  
 SF0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF0146+STABILITY: SURFACE MOTION
 SF0146
 SF0146  HISTORY     - Date     Condition        Report By
 SF0146  HISTORY     - 1984     MONUMENTED       USGS-M
 SF0146
 SF0146                          STATION DESCRIPTION
 SF0146
 SF0146'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1984
 SF0146'12.2 MI WSW FROM DICKEY.
 SF0146'DICKEY BRIDGE (OVER ST. JOHN RIVER), 0.8 MI (1.3 KM) NW. THENCE
 SF0146'12.1 MI (19.5 KM) SW. OF, ALONG RD. THAT GENERALLY FOLLOWS PARALLEL
 SF0146'WITH ST. JOHN RIVER TO BM 47 JHS 1984 THENCE 1.9 MI (3.1 KM) SW. ALONG
 SF0146'RD. THAT FOLLOWS S. SIDE OF POCWOCK STREAM, 3 MI (4.8 KM) S. AND 0.3
 SF0146'MI (0.5 KM) E. OF NW. COR. OF T. 16, R. 12, WELS, 44 FT (13.4 M) SE.
 SF0146'ALONG RD. THENCE 45 FT (13.7 M) NE. AND 6.6 FT (2 M) HIGHER THAN
 SF0146'T-RD. NE., 3.2 FT (1 M) E. OF WITNESS POST, SET IN TOP OF BOULDER,
 SF0146'PROJECTING 3.5 FT (1.1 M) ABOVE GROUND.
 SF0146'THE MARK IS 6.6 FT ABOVE THE T-ROAD NE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0122 ***********************************************************************
 SF0122  DESIGNATION -  45 ROD USGS
 SF0122  PID         -  SF0122
 SF0122  STATE/COUNTY-  ME/AROOSTOOK
 SF0122  USGS QUAD   -  ALLAGASH (1986)
 SF0122
 SF0122                         *CURRENT SURVEY CONTROL
 SF0122  ___________________________________________________________________
 SF0122* NAD 83(1986)-  47 04 30.     (N)    068 59 59.     (W)     SCALED    
 SF0122* NAVD 88     -       297.243  (meters)     975.20   (feet)  ADJUSTED  
 SF0122  ___________________________________________________________________
 SF0122  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 SF0122  DYNAMIC HT  -         297.270 (meters)     975.29  (feet)  COMP
 SF0122  MODELED GRAV-     980,698.5   (mgal)                       NAVD 88
 SF0122
 SF0122  VERT ORDER  -  SECOND    CLASS II
 SF0122
 SF0122.The horizontal coordinates were scaled from a topographic map and have
 SF0122.an estimated accuracy of +/- 6 seconds.
 SF0122
 SF0122.The orthometric height was determined by differential leveling
 SF0122.and adjusted by the National Geodetic Survey in June 1991..
 SF0122
 SF0122.The geoid height was determined by GEOID03.
 SF0122
 SF0122.The dynamic height is computed by dividing the NAVD 88
 SF0122.geopotential number by the normal gravity value computed on the
 SF0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0122.degrees latitude (g = 980.6199 gals.).
 SF0122
 SF0122.The modeled gravity was interpolated from observed gravity values.
 SF0122
 SF0122;                    North         East    Units  Estimated Accuracy
 SF0122;SPC ME E     -   378,880.      262,050.      MT  (+/- 180 meters Scaled)
 SF0122
 SF0122                          SUPERSEDED SURVEY CONTROL
 SF0122
 SF0122.No superseded survey control is available for this station.
 SF0122
 SF0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN000134(NAD 83)
 SF0122_MARKER: DB = BENCH MARK DISK
 SF0122_SETTING: 80 = SET IN A BOULDER
 SF0122_SP_SET: BOULDER
 SF0122_STAMPING: 45 ROD 1983
 SF0122_MARK LOGO: USGS  
 SF0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF0122+STABILITY: SURFACE MOTION
 SF0122
 SF0122  HISTORY     - Date     Condition        Report By
 SF0122  HISTORY     - 1983     MONUMENTED       USGS-M
 SF0122
 SF0122                          STATION DESCRIPTION
 SF0122
 SF0122'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1983
 SF0122'10.7 MI SSW FROM ST FRANCIS.
 SF0122'9.1 MI (14.6 KM) SOUTHWEST ALONG STATE HIGHWAY 161 FROM THE POST
 SF0122'OFFICE IN ST. FRANCIS, THENCE 1.6 MI (2.6 KM) SOUTH ALONG THE ROAD TO
 SF0122'THE BM ON THE LEFT, 3.8 MI (6.1 KM) NORTH OF WOOD BRIDGE OVER NEGRO
 SF0122'BROOK, 14 FT (4.3 M) SOUTHEAST ALONG ROAD FROM A TRAIL LEADING
 SF0122'NORTHEAST, THENCE 20 FT (6.1 M) NORTHEAST AND 2.5 FT (0.7 M) HIGHER
 SF0122'THAN ROAD, 3 FT (0.9 M) NORTHEAST OF WITNESS POST, SET IN THE TOP OF A
 SF0122'4- BY 3-FOOT BOULDER PROJECTING 3 FEET ABOVE THE GROUND, A USGS TABLET
 SF0122'STAMPED 45 ROD 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0274 ***********************************************************************
 PF0274  DESIGNATION -  450.4
 PF0274  PID         -  PF0274
 PF0274  STATE/COUNTY-  ME/OXFORD
 PF0274  USGS QUAD   -  RUMFORD (1969)
 PF0274
 PF0274                         *CURRENT SURVEY CONTROL
 PF0274  ___________________________________________________________________
 PF0274* NAD 83(1986)-  44 34 04.     (N)    070 33 38.     (W)     SCALED    
 PF0274* NAVD 88     -       137.22   (+/-2cm)     450.2    (feet)  VERTCON   
 PF0274  ___________________________________________________________________
 PF0274  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 PF0274
 PF0274  VERT ORDER  -  ? (See Below)
 PF0274
 PF0274.The horizontal coordinates were scaled from a topographic map and have
 PF0274.an estimated accuracy of +/- 6 seconds.
 PF0274
 PF0274.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF0274.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF0274.The vertical order pertains to the NGVD 29 superseded value.
 PF0274
 PF0274.The geoid height was determined by GEOID03.
 PF0274
 PF0274;                    North         East    Units  Estimated Accuracy
 PF0274;SPC ME W     -   192,780.      868,710.      MT  (+/- 180 meters Scaled)
 PF0274
 PF0274                          SUPERSEDED SURVEY CONTROL
 PF0274
 PF0274  NGVD 29 (??/??/92)  137.363  (m)          450.67   (f) ADJ UNCH    ?  
 PF0274
 PF0274.Superseded values are not recommended for survey control.
 PF0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0274.See file dsdata.txt to determine how the superseded data were derived.
 PF0274
 PF0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK760361(NAD 83)
 PF0274_MARKER: Q = CHISELED SQUARE
 PF0274_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PF0274_SP_SET: ABUTMENT WING WALL
 PF0274_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0274
 PF0274  HISTORY     - Date     Condition        Report By
 PF0274  HISTORY     - UNK      MONUMENTED       USGS
 PF0274  HISTORY     - 1933     GOOD             NGS
 PF0274  HISTORY     - 1934     GOOD             NGS
 PF0274
 PF0274                          STATION DESCRIPTION
 PF0274
 PF0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PF0274'1.5 MI N FROM RUMFORD.
 PF0274'1.5 MILES NORTH ALONG THE OLD ROADBED OF THE ABANDONED MAINE
 PF0274'CENTRAL RAILROAD FROM RUMFORD, OXFORD COUNTY, AT A PLATE-GIRDER
 PF0274'BRIDGE, ON THE TOP OF THE WEST WING WALL OF THE SOUTH ABUTMENT,
 PF0274'3 YARDS WEST OF THE CENTER LINE OF THE OLD ROADBED, AND ABOUT
 PF0274'1 FOOT LOWER THAN THE ROADBED.  A CHISELED SQUARE, PAINTED 450.4.
 PF0274
 PF0274                          STATION RECOVERY (1934)
 PF0274
 PF0274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PF0274'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0295 ***********************************************************************
 PE0295  DESIGNATION -  45.44 RM
 PE0295  PID         -  PE0295
 PE0295  STATE/COUNTY-  ME/HANCOCK
 PE0295  USGS QUAD   -  SOUTHWEST HARBOR (1983)
 PE0295
 PE0295                         *CURRENT SURVEY CONTROL
 PE0295  ___________________________________________________________________
 PE0295* NAD 83(1986)-  44 16 47.     (N)    068 19 31.     (W)     SCALED    
 PE0295* NAVD 88     -        13.752  (meters)      45.12   (feet)  ADJUSTED  
 PE0295  ___________________________________________________________________
 PE0295  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 PE0295  DYNAMIC HT  -          13.751 (meters)      45.11  (feet)  COMP
 PE0295  MODELED GRAV-     980,556.2   (mgal)                       NAVD 88
 PE0295
 PE0295  VERT ORDER  -  SECOND    CLASS 0
 PE0295
 PE0295.The horizontal coordinates were scaled from a topographic map and have
 PE0295.an estimated accuracy of +/- 6 seconds.
 PE0295
 PE0295.The orthometric height was determined by differential leveling
 PE0295.and adjusted by the National Geodetic Survey in June 1991..
 PE0295
 PE0295.The geoid height was determined by GEOID03.
 PE0295
 PE0295.The dynamic height is computed by dividing the NAVD 88
 PE0295.geopotential number by the normal gravity value computed on the
 PE0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0295.degrees latitude (g = 980.6199 gals.).
 PE0295
 PE0295.The modeled gravity was interpolated from observed gravity values.
 PE0295
 PE0295;                    North         East    Units  Estimated Accuracy
 PE0295;SPC ME E     -    68,130.      313,950.      MT  (+/- 180 meters Scaled)
 PE0295
 PE0295                          SUPERSEDED SURVEY CONTROL
 PE0295
 PE0295  NGVD 29 (??/??/92)   13.943  (m)           45.74   (f) ADJ UNCH    2 0
 PE0295
 PE0295.Superseded values are not recommended for survey control.
 PE0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0295.See file dsdata.txt to determine how the superseded data were derived.
 PE0295
 PE0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK538031(NAD 83)
 PE0295_MARKER: Q = CHISELED SQUARE
 PE0295_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE0295_SP_SET: CURB
 PE0295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE0295
 PE0295  HISTORY     - Date     Condition        Report By
 PE0295  HISTORY     - UNK      MONUMENTED       USGS
 PE0295  HISTORY     - 1962     GOOD             NGS
 PE0295
 PE0295                          STATION DESCRIPTION
 PE0295
 PE0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PE0295'AT SOUTHWEST HARBOR.
 PE0295'A CHISELED SQUARE ABOUT LEVEL WITH THE SIDEWALK, ON THE NORTHEAST
 PE0295'CORNER OF THE CURB AT THE JUNCTION OF CLARK POINT ROAD AND
 PE0295'STATE HIGHWAY 102 IN SOUTHWEST HARBOR.  THIS IS A REFERENCE MARK
 PE0295'FOR K 13 1934 (USGS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0056 ***********************************************************************
 RE0056  DESIGNATION -  456.1
 RE0056  PID         -  RE0056
 RE0056  STATE/COUNTY-  ME/AROOSTOOK
 RE0056  USGS QUAD   -  WESTFIELD (1984)
 RE0056
 RE0056                         *CURRENT SURVEY CONTROL
 RE0056  ___________________________________________________________________
 RE0056* NAD 83(1986)-  46 34 13.     (N)    067 55 11.     (W)     SCALED    
 RE0056* NAVD 88     -       138.786  (meters)     455.33   (feet)  ADJUSTED  
 RE0056  ___________________________________________________________________
 RE0056  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 RE0056  DYNAMIC HT  -         138.799 (meters)     455.38  (feet)  COMP
 RE0056  MODELED GRAV-     980,703.1   (mgal)                       NAVD 88
 RE0056
 RE0056  VERT ORDER  -  SECOND    CLASS 0
 RE0056
 RE0056.The horizontal coordinates were scaled from a topographic map and have
 RE0056.an estimated accuracy of +/- 6 seconds.
 RE0056
 RE0056.The orthometric height was determined by differential leveling
 RE0056.and adjusted by the National Geodetic Survey in June 1991..
 RE0056
 RE0056.The geoid height was determined by GEOID03.
 RE0056
 RE0056.The dynamic height is computed by dividing the NAVD 88
 RE0056.geopotential number by the normal gravity value computed on the
 RE0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0056.degrees latitude (g = 980.6199 gals.).
 RE0056
 RE0056.The modeled gravity was interpolated from observed gravity values.
 RE0056
 RE0056;                    North         East    Units  Estimated Accuracy
 RE0056;SPC ME E     -   322,820.      344,480.      MT  (+/- 180 meters Scaled)
 RE0056
 RE0056                          SUPERSEDED SURVEY CONTROL
 RE0056
 RE0056  NGVD 29 (??/??/92)  138.992  (m)          456.01   (f) ADJ UNCH    2 0
 RE0056
 RE0056.Superseded values are not recommended for survey control.
 RE0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0056.See file dsdata.txt to determine how the superseded data were derived.
 RE0056
 RE0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM827579(NAD 83)
 RE0056_MARKER: Q = CHISELED SQUARE
 RE0056_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RE0056_SP_SET: BRIDGE
 RE0056_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RE0056
 RE0056  HISTORY     - Date     Condition        Report By
 RE0056  HISTORY     - UNK      MONUMENTED       USGS
 RE0056  HISTORY     - 1936     GOOD             NGS
 RE0056
 RE0056                          STATION DESCRIPTION
 RE0056
 RE0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 RE0056'AT WESTFIELD.
 RE0056'AT WESTFIELD, AROOSTOOK COUNTY, ON THE BANGOR AND AROOSTOOK
 RE0056'RAILROAD, AT THE NORTHWEST END OF THE BRIDGE OVER PRESTILE STREAM,
 RE0056'220 FEET EAST OF THE CENTERLINE OF THE TRACK, ABOUT 200 FEET
 RE0056'WEST OF THE BUILDNGS OF THE MC ENTEE HOE MANUFACTURING CO., AND
 RE0056'ABOUT ONE FOOT HIGHER THAN A DIRT ROAD.  A 1 1/2-INCH OUTLINED
 RE0056'SQUARE, MARKED 456.1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0013 ***********************************************************************
 SF0013  DESIGNATION -  457.7
 SF0013  PID         -  SF0013
 SF0013  STATE/COUNTY-  ME/AROOSTOOK
 SF0013  USGS QUAD   -  VIOLETTE STREAM (1986)
 SF0013
 SF0013                         *CURRENT SURVEY CONTROL
 SF0013  ___________________________________________________________________
 SF0013* NAD 83(1986)-  47 14 52.     (N)    068 03 07.     (W)     SCALED    
 SF0013* NAVD 88     -       139.25   (+/-2cm)     456.9    (feet)  VERTCON   
 SF0013  ___________________________________________________________________
 SF0013  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 SF0013
 SF0013  VERT ORDER  -  ? (See Below)
 SF0013
 SF0013.The horizontal coordinates were scaled from a topographic map and have
 SF0013.an estimated accuracy of +/- 6 seconds.
 SF0013
 SF0013.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0013.The vertical order pertains to the NGVD 29 superseded value.
 SF0013
 SF0013.The geoid height was determined by GEOID03.
 SF0013
 SF0013;                    North         East    Units  Estimated Accuracy
 SF0013;SPC ME E     -   398,070.      333,920.      MT  (+/- 180 meters Scaled)
 SF0013
 SF0013                          SUPERSEDED SURVEY CONTROL
 SF0013
 SF0013  NGVD 29 (??/??/92)  139.414  (m)          457.39   (f) ADJ UNCH    ?  
 SF0013
 SF0013.Superseded values are not recommended for survey control.
 SF0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0013.See file dsdata.txt to determine how the superseded data were derived.
 SF0013
 SF0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN717331(NAD 83)
 SF0013_MARKER: Q = CHISELED SQUARE
 SF0013_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SF0013_SP_SET: CULVERT
 SF0013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0013
 SF0013  HISTORY     - Date     Condition        Report By
 SF0013  HISTORY     - UNK      MONUMENTED       USGS
 SF0013  HISTORY     - 1935     GOOD             NGS
 SF0013
 SF0013                          STATION DESCRIPTION
 SF0013
 SF0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SF0013'9 MI NW FROM VAN BUREN.
 SF0013'ABOUT 9 MILES NORTHWEST ALONG THE BANGOR AND AROOSTOOK RAILROAD
 SF0013'FROM THE STATION AT VAN BUREN, AROOSTOOK COUNTY, 10 YARDS EAST
 SF0013'OF MILEPOST V 9, 5 YARDS EAST OF THE CENTERLINE OF THE TRACK, ON
 SF0013'THE TOP OF THE EAST END OF CAST-IRON CULVERT 9.00, AND ABOUT 6
 SF0013'FEET BELOW THE GRADE.  A CHISELED SQUARE, MARKED 457.7.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0200 ***********************************************************************
 QG0200  DESIGNATION -  458
 QG0200  PID         -  QG0200
 QG0200  STATE/COUNTY-  ME/PENOBSCOT
 QG0200  USGS QUAD   -  LEE (1988)
 QG0200
 QG0200                         *CURRENT SURVEY CONTROL
 QG0200  ___________________________________________________________________
 QG0200* NAD 83(1986)-  45 22 02.     (N)    068 20 06.     (W)     SCALED    
 QG0200* NAVD 88     -       139.336  (meters)     457.14   (feet)  ADJUSTED  
 QG0200  ___________________________________________________________________
 QG0200  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 QG0200  DYNAMIC HT  -         139.336 (meters)     457.14  (feet)  COMP
 QG0200  MODELED GRAV-     980,614.6   (mgal)                       NAVD 88
 QG0200
 QG0200  VERT ORDER  -  SECOND    CLASS 0
 QG0200
 QG0200.The horizontal coordinates were scaled from a topographic map and have
 QG0200.an estimated accuracy of +/- 6 seconds.
 QG0200
 QG0200.The orthometric height was determined by differential leveling
 QG0200.and adjusted by the National Geodetic Survey in June 1991..
 QG0200.WARNING-Repeat measurements at this control monument indicate possible
 QG0200.vertical movement.
 QG0200
 QG0200.The geoid height was determined by GEOID03.
 QG0200
 QG0200.The dynamic height is computed by dividing the NAVD 88
 QG0200.geopotential number by the normal gravity value computed on the
 QG0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0200.degrees latitude (g = 980.6199 gals.).
 QG0200
 QG0200.The modeled gravity was interpolated from observed gravity values.
 QG0200
 QG0200;                    North         East    Units  Estimated Accuracy
 QG0200;SPC ME E     -   188,960.      312,930.      MT  (+/- 180 meters Scaled)
 QG0200
 QG0200                          SUPERSEDED SURVEY CONTROL
 QG0200
 QG0200  NGVD 29 (??/??/92)  139.531  (m)          457.78   (f) ADJ UNCH    2 0
 QG0200
 QG0200.Superseded values are not recommended for survey control.
 QG0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0200.See file dsdata.txt to determine how the superseded data were derived.
 QG0200
 QG0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL520239(NAD 83)
 QG0200_MARKER: DD = SURVEY DISK
 QG0200_SETTING: 66 = SET IN ROCK OUTCROP
 QG0200_SP_SET: ROCK OUTCROP
 QG0200_STAMPING: MAINE 458
 QG0200_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0200+STABILITY: POSITION/ELEVATION WELL
 QG0200
 QG0200  HISTORY     - Date     Condition        Report By
 QG0200  HISTORY     - UNK      MONUMENTED       USGS
 QG0200  HISTORY     - 1935     GOOD             NGS
 QG0200  HISTORY     - 1942     GOOD             NGS
 QG0200  HISTORY     - 1987     GOOD             USPSQD
 QG0200
 QG0200                          STATION DESCRIPTION
 QG0200
 QG0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QG0200'2.6 MI W FROM LEE.
 QG0200'2.6 MILES WEST ALONG STATE HIGHWAY 16 FROM THE TOWNHALL AT LEE,
 QG0200'PENOBSCOT COUNTY, AT A ROAD INTERSECTION, 75 FEET SOUTH OF THE
 QG0200'CENTER LINE OF THE HIGHWAY, 66 FEET EAST OF THE CENTER LINE OF
 QG0200'THE CROSSROAD, AT A SMALL KNOLL, IN LINE WITH THE NORTH SIDE
 QG0200'OF A SMALL HOUSE, IN THE TOP OF A ROCK OUTCROP, AND ABOUT 5 FEET
 QG0200'HIGHER THAN THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY
 QG0200'STANDARD DISK, STAMPED MAINE 458.
 QG0200
 QG0200                          STATION RECOVERY (1942)
 QG0200
 QG0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 QG0200'RECOVERED IN GOOD CONDITION.
 QG0200
 QG0200                          STATION RECOVERY (1987)
 QG0200
 QG0200'RECOVERY NOTE BY US POWER SQUADRON 1987 (ELG)
 QG0200'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0276 ***********************************************************************
 PF0276  DESIGNATION -  458.5
 PF0276  PID         -  PF0276
 PF0276  STATE/COUNTY-  ME/OXFORD
 PF0276  USGS QUAD   -  RUMFORD (1969)
 PF0276
 PF0276                         *CURRENT SURVEY CONTROL
 PF0276  ___________________________________________________________________
 PF0276* NAD 83(1986)-  44 33 04.     (N)    070 32 36.     (W)     SCALED    
 PF0276* NAVD 88     -       139.759  (meters)     458.53   (feet)  ADJUSTED  
 PF0276  ___________________________________________________________________
 PF0276  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 PF0276  DYNAMIC HT  -         139.743 (meters)     458.47  (feet)  COMP
 PF0276  MODELED GRAV-     980,500.8   (mgal)                       NAVD 88
 PF0276
 PF0276  VERT ORDER  -  SECOND    CLASS 0
 PF0276
 PF0276.The horizontal coordinates were scaled from a topographic map and have
 PF0276.an estimated accuracy of +/- 6 seconds.
 PF0276
 PF0276.The orthometric height was determined by differential leveling
 PF0276.and adjusted by the National Geodetic Survey in June 1991..
 PF0276
 PF0276.The geoid height was determined by GEOID03.
 PF0276
 PF0276.The dynamic height is computed by dividing the NAVD 88
 PF0276.geopotential number by the normal gravity value computed on the
 PF0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0276.degrees latitude (g = 980.6199 gals.).
 PF0276
 PF0276.The modeled gravity was interpolated from observed gravity values.
 PF0276
 PF0276;                    North         East    Units  Estimated Accuracy
 PF0276;SPC ME W     -   190,920.      870,070.      MT  (+/- 180 meters Scaled)
 PF0276
 PF0276                          SUPERSEDED SURVEY CONTROL
 PF0276
 PF0276  NGVD 29 (??/??/92)  139.900  (m)          458.99   (f) ADJ UNCH    2 0
 PF0276
 PF0276.Superseded values are not recommended for survey control.
 PF0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0276.See file dsdata.txt to determine how the superseded data were derived.
 PF0276
 PF0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK774342(NAD 83)
 PF0276_MARKER: H = DRILL HOLE
 PF0276_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PF0276_SP_SET: TRESTLE WING WALL
 PF0276_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0276
 PF0276  HISTORY     - Date     Condition        Report By
 PF0276  HISTORY     - UNK      MONUMENTED       USGS
 PF0276  HISTORY     - 1933     GOOD             NGS
 PF0276  HISTORY     - 1934     GOOD             NGS
 PF0276
 PF0276                          STATION DESCRIPTION
 PF0276
 PF0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PF0276'AT RUMFORD.
 PF0276'AT RUMFORD, OXFORD COUNTY, ON THE MAINE CENTRAL RAILROAD, AT THE
 PF0276'TRESTLE TO A BRIDGE OVER ANDROSCOGGIN RIVER, IN THE TOP OF THE
 PF0276'EAST WING WALL, AND 3 YARDS NORTHEAST OF THE CENTER LINE OF THE
 PF0276'TRACK.  A DRILL HOLE, PAINTED 458.5.  NOTE-- IT WAS REPORTED IN
 PF0276'SEPTEMBER 1934 THAT ABOUT 18 INCHES FROM THE DRILL HOLE, THERE
 PF0276'IS A PAINTED CHISELED SQUARE.
 PF0276
 PF0276                          STATION RECOVERY (1934)
 PF0276
 PF0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PF0276'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0222 ***********************************************************************
 PF0222  DESIGNATION -  46 ATF
 PF0222  PID         -  PF0222
 PF0222  STATE/COUNTY-  ME/OXFORD
 PF0222  USGS QUAD   -  FRYEBURG (1989)
 PF0222
 PF0222                         *CURRENT SURVEY CONTROL
 PF0222  ___________________________________________________________________
 PF0222* NAD 83(1986)-  44 00 03.     (N)    070 59 45.     (W)     SCALED    
 PF0222* NAVD 88     -       138.562  (meters)     454.60   (feet)  ADJUSTED  
 PF0222  ___________________________________________________________________
 PF0222  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 PF0222  DYNAMIC HT  -         138.539 (meters)     454.52  (feet)  COMP
 PF0222  MODELED GRAV-     980,449.2   (mgal)                       NAVD 88
 PF0222
 PF0222  VERT ORDER  -  SECOND    CLASS 0
 PF0222
 PF0222.The horizontal coordinates were scaled from a topographic map and have
 PF0222.an estimated accuracy of +/- 6 seconds.
 PF0222
 PF0222.The orthometric height was determined by differential leveling
 PF0222.and adjusted by the National Geodetic Survey in June 1991..
 PF0222
 PF0222.The geoid height was determined by GEOID03.
 PF0222
 PF0222.The dynamic height is computed by dividing the NAVD 88
 PF0222.geopotential number by the normal gravity value computed on the
 PF0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0222.degrees latitude (g = 980.6199 gals.).
 PF0222
 PF0222.The modeled gravity was interpolated from observed gravity values.
 PF0222
 PF0222;                    North         East    Units  Estimated Accuracy
 PF0222;SPC ME W     -   130,040.      833,500.      MT  (+/- 180 meters Scaled)
 PF0222
 PF0222                          SUPERSEDED SURVEY CONTROL
 PF0222
 PF0222  NGVD 29 (??/??/92)  138.703  (m)          455.06   (f) ADJ UNCH    2 0
 PF0222
 PF0222.Superseded values are not recommended for survey control.
 PF0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0222.See file dsdata.txt to determine how the superseded data were derived.
 PF0222
 PF0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ399739(NAD 83)
 PF0222_MARKER: DD = SURVEY DISK
 PF0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PF0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PF0222_STAMPING: 46 ATF
 PF0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0222+STABILITY: SURFACE MOTION
 PF0222
 PF0222  HISTORY     - Date     Condition        Report By
 PF0222  HISTORY     - UNK      MONUMENTED       MENHBC
 PF0222  HISTORY     - 1933     GOOD             NGS
 PF0222  HISTORY     - 20040425 GOOD             GEOCAC
 PF0222
 PF0222                          STATION DESCRIPTION
 PF0222
 PF0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PF0222'1.2 MI W FROM FRYEBURG.
 PF0222'1.2 MILES WEST ALONG THE MAINE CENTRAL RAILROAD FROM THE STATION
 PF0222'AT FRYEBURG, 235 FEET WEST OF MILEPOST P 51, 220 FEET WEST OF
 PF0222'THE TRACK, AND 20 FEET NORTH OF U.S. HIGHWAY 302.  SET IN THE TOP
 PF0222'OF A CONCRETE POST.
 PF0222
 PF0222                          STATION RECOVERY (2004)
 PF0222
 PF0222'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 PF0222'RECOVERED IN GOOD CONDITION AT THE DESCRIBED LOCATION. CO-ORDINATES
 PF0222'LOGGED AS
 PF0222'44 DEGREES 00.077 N
 PF0222'070 DEGREES 59.800 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0147 ***********************************************************************
 SF0147  DESIGNATION -  46 JHS
 SF0147  PID         -  SF0147
 SF0147  STATE/COUNTY-  ME/AROOSTOOK
 SF0147  USGS QUAD   -  SCHOOLHOUSE RAPIDS (1987)
 SF0147
 SF0147                         *CURRENT SURVEY CONTROL
 SF0147  ___________________________________________________________________
 SF0147* NAD 83(1986)-  47 03 36.     (N)    069 19 10.     (W)     SCALED    
 SF0147* NAVD 88     -       223.450  (meters)     733.10   (feet)  ADJUSTED  
 SF0147  ___________________________________________________________________
 SF0147  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 SF0147  DYNAMIC HT  -         223.471 (meters)     733.17  (feet)  COMP
 SF0147  MODELED GRAV-     980,704.0   (mgal)                       NAVD 88
 SF0147
 SF0147  VERT ORDER  -  SECOND    CLASS II
 SF0147
 SF0147.The horizontal coordinates were scaled from a topographic map and have
 SF0147.an estimated accuracy of +/- 6 seconds.
 SF0147
 SF0147.The orthometric height was determined by differential leveling
 SF0147.and adjusted by the National Geodetic Survey in June 1991..
 SF0147
 SF0147.The geoid height was determined by GEOID03.
 SF0147
 SF0147.The dynamic height is computed by dividing the NAVD 88
 SF0147.geopotential number by the normal gravity value computed on the
 SF0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0147.degrees latitude (g = 980.6199 gals.).
 SF0147
 SF0147.The modeled gravity was interpolated from observed gravity values.
 SF0147
 SF0147;                    North         East    Units  Estimated Accuracy
 SF0147;SPC ME E     -   377,420.      237,750.      MT  (+/- 180 meters Scaled)
 SF0147
 SF0147                          SUPERSEDED SURVEY CONTROL
 SF0147
 SF0147.No superseded survey control is available for this station.
 SF0147
 SF0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN757118(NAD 83)
 SF0147_MARKER: DD = SURVEY DISK
 SF0147_SETTING: 80 = SET IN A BOULDER
 SF0147_SP_SET: BOULDER
 SF0147_STAMPING: 46 JHS 1984
 SF0147_MARK LOGO: USGS  
 SF0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF0147+STABILITY: SURFACE MOTION
 SF0147
 SF0147  HISTORY     - Date     Condition        Report By
 SF0147  HISTORY     - 1984     MONUMENTED       USGS-M
 SF0147
 SF0147                          STATION DESCRIPTION
 SF0147
 SF0147'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1984
 SF0147'11.4 MI WSW FROM DICKEY.
 SF0147'DICKEY BRIDGE (OVER ST. JOHN RIVER), 0.8 MI (1.3 KM) NW. THENCE
 SF0147'12.1 MI (19.5 KM) SW. OF, ALONG RD. THAT GENERALLY FOLLOWS PARALLEL
 SF0147'WITH ST. JOHN RIVER TO BM 47 JHS 1984 THENCE 1 MI (1.6 KM) SW. ALONG
 SF0147'RD. THAT FOLLOWS S. SIDE OF POCWOCK STREAM, 36 FT (11 M) N., 18 FT
 SF0147'(5.5 M) W. AND 1.6 FT (0.49 M) HIGHER THAN RD. AT CROSS TRAILS, 3.5 FT
 SF0147'(1.1 M) E. OF WITNESS POST, SET IN TOP OF BOULDER, PROJECTING 3 FT
 SF0147'(0.91 M).
 SF0147'THE MARK IS 1.6 FT ABOVE THE CROSS TRAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0123 ***********************************************************************
 SF0123  DESIGNATION -  46 ROD
 SF0123  PID         -  SF0123
 SF0123  STATE/COUNTY-  ME/AROOSTOOK
 SF0123  USGS QUAD   -  ALLAGASH (1986)
 SF0123
 SF0123                         *CURRENT SURVEY CONTROL
 SF0123  ___________________________________________________________________
 SF0123* NAD 83(1986)-  47 05 08.     (N)    069 00 01.     (W)     SCALED    
 SF0123* NAVD 88     -       245.843  (meters)     806.57   (feet)  ADJUSTED  
 SF0123  ___________________________________________________________________
 SF0123  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 SF0123  DYNAMIC HT  -         245.867 (meters)     806.65  (feet)  COMP
 SF0123  MODELED GRAV-     980,703.4   (mgal)                       NAVD 88
 SF0123
 SF0123  VERT ORDER  -  SECOND    CLASS II
 SF0123
 SF0123.The horizontal coordinates were scaled from a topographic map and have
 SF0123.an estimated accuracy of +/- 6 seconds.
 SF0123
 SF0123.The orthometric height was determined by differential leveling
 SF0123.and adjusted by the National Geodetic Survey in June 1991..
 SF0123
 SF0123.The geoid height was determined by GEOID03.
 SF0123
 SF0123.The dynamic height is computed by dividing the NAVD 88
 SF0123.geopotential number by the normal gravity value computed on the
 SF0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0123.degrees latitude (g = 980.6199 gals.).
 SF0123
 SF0123.The modeled gravity was interpolated from observed gravity values.
 SF0123
 SF0123;                    North         East    Units  Estimated Accuracy
 SF0123;SPC ME E     -   380,060.      262,020.      MT  (+/- 180 meters Scaled)
 SF0123
 SF0123                          SUPERSEDED SURVEY CONTROL
 SF0123
 SF0123.No superseded survey control is available for this station.
 SF0123
 SF0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN999146(NAD 83)
 SF0123_MARKER: DD = SURVEY DISK
 SF0123_SETTING: 80 = SET IN A BOULDER
 SF0123_SP_SET: BOULDER
 SF0123_STAMPING: 46 ROD 1983
 SF0123_MARK LOGO: USGS  
 SF0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF0123+STABILITY: SURFACE MOTION
 SF0123
 SF0123  HISTORY     - Date     Condition        Report By
 SF0123  HISTORY     - 1983     MONUMENTED       USGS-M
 SF0123  HISTORY     - 1984     GOOD             USGS-M
 SF0123
 SF0123                          STATION DESCRIPTION
 SF0123
 SF0123'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1983
 SF0123'9.5 MI SW FROM ST FRANCIS.
 SF0123'9.1 MI (14.6 KM) SOUTHWEST ALONG STATE HIGHWAY 161 FROM THE POST
 SF0123'OFFICE IN ST. FRANCIS, THENCE 0.4 MI (0.6 KM) SOUTHWEST ALONG ROAD TO
 SF0123'BM ON THE RIGHT, 5 MI (8 KM) NORTH OF WOOD BRIDGE OVER NEGRO BROOK,
 SF0123'164 FT (50 M) EAST OF THE JUNCTION OF THE OLD HIGHWAY, 33 FT (10.1 M)
 SF0123'NORTH OF OLD HIGHWAY, 1.3 FT (0.4 M) LOWER THAN JUNCTION OF OLD
 SF0123'HIGHWAY AND ROAD LEADING SOUTH, 3 FT (0.9 M) NORTH OF A WITNESS POST,
 SF0123'SET IN THE TOP OF A 3- BY 4-FOOT BOULDER, A USGS TABLET STAMPED 46 ROD
 SF0123'1983.
 SF0123
 SF0123                          STATION RECOVERY (1984)
 SF0123
 SF0123'RECOVERY NOTE BY USGS MID-CONTINENT MAPPING CENTER 1984
 SF0123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0236 ***********************************************************************
 OC0236  DESIGNATION -  4.6 USE
 OC0236  PID         -  OC0236
 OC0236  STATE/COUNTY-  ME/YORK
 OC0236  USGS QUAD   -  BIDDEFORD (1975)
 OC0236
 OC0236                         *CURRENT SURVEY CONTROL
 OC0236  ___________________________________________________________________
 OC0236* NAD 83(1986)-  43 29 30.     (N)    070 26 46.     (W)     SCALED    
 OC0236* NAVD 88     -         1.191  (meters)       3.91   (feet)  ADJUSTED  
 OC0236  ___________________________________________________________________
 OC0236  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 OC0236  DYNAMIC HT  -           1.191 (meters)       3.91  (feet)  COMP
 OC0236  MODELED GRAV-     980,490.0   (mgal)                       NAVD 88
 OC0236
 OC0236  VERT ORDER  -  SECOND    CLASS 0
 OC0236
 OC0236.The horizontal coordinates were scaled from a topographic map and have
 OC0236.an estimated accuracy of +/- 6 seconds.
 OC0236
 OC0236.The orthometric height was determined by differential leveling
 OC0236.and adjusted by the National Geodetic Survey in June 1991..
 OC0236
 OC0236.The geoid height was determined by GEOID03.
 OC0236
 OC0236.The dynamic height is computed by dividing the NAVD 88
 OC0236.geopotential number by the normal gravity value computed on the
 OC0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0236.degrees latitude (g = 980.6199 gals.).
 OC0236
 OC0236.The modeled gravity was interpolated from observed gravity values.
 OC0236
 OC0236;                    North         East    Units  Estimated Accuracy
 OC0236;SPC ME W     -    73,170.      877,400.      MT  (+/- 180 meters Scaled)
 OC0236
 OC0236                          SUPERSEDED SURVEY CONTROL
 OC0236
 OC0236  NGVD 29 (??/??/92)    1.41   (m)            4.6    (f) COMPUTED    2 0
 OC0236
 OC0236.Superseded values are not recommended for survey control.
 OC0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0236.See file dsdata.txt to determine how the superseded data were derived.
 OC0236
 OC0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ830164(NAD 83)
 OC0236_MARKER: Z = SEE DESCRIPTION
 OC0236_SETTING: 66 = SET IN ROCK OUTCROP
 OC0236_SP_SET: ROCK LEDGE
 OC0236_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC0236+STABILITY: POSITION/ELEVATION WELL
 OC0236
 OC0236  HISTORY     - Date     Condition        Report By
 OC0236  HISTORY     - UNK      MONUMENTED       DOD
 OC0236  HISTORY     - 1966     MARK NOT FOUND   NGS
 OC0236  HISTORY     - 1976     MARK NOT FOUND   NGS
 OC0236
 OC0236                          STATION DESCRIPTION
 OC0236
 OC0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 OC0236'AT BIDDEFORD.
 OC0236'AT BIDDEFORD, YORK COUNTY, ON THE SOUTH BANK OF SACO RIVER, 15
 OC0236'FEET EAST OF BENCH MARK S 5 DESCRIBED ABOVE, NEAR THE OUTER END
 OC0236'OF THE SECOND SMALL ROCKY POINT EAST OF THE EAST PIER OF THE
 OC0236'CUMBERLAND COUNTY LIGHT AND POWER CO. PROPERTY, AND IN  ROCK
 OC0236'LEDGE AT THE HIGH-TIDE MARK.  A 3/4-INCH HOLE DRILLED IN THE
 OC0236'ROCK.
 OC0236
 OC0236                          STATION RECOVERY (1976)
 OC0236
 OC0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0236'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0016 ***********************************************************************
 SF0016  DESIGNATION -  462.0
 SF0016  PID         -  SF0016
 SF0016  STATE/COUNTY-  ME/AROOSTOOK
 SF0016  USGS QUAD   -  GRAND ISLE (1986)
 SF0016
 SF0016                         *CURRENT SURVEY CONTROL
 SF0016  ___________________________________________________________________
 SF0016* NAD 83(1986)-  47 17 15.     (N)    068 07 44.     (W)     SCALED    
 SF0016* NAVD 88     -       140.63   (+/-2cm)     461.4    (feet)  VERTCON   
 SF0016  ___________________________________________________________________
 SF0016  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 SF0016
 SF0016  VERT ORDER  -  ? (See Below)
 SF0016
 SF0016.The horizontal coordinates were scaled from a topographic map and have
 SF0016.an estimated accuracy of +/- 6 seconds.
 SF0016
 SF0016.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0016.The vertical order pertains to the NGVD 29 superseded value.
 SF0016
 SF0016.The geoid height was determined by GEOID03.
 SF0016
 SF0016;                    North         East    Units  Estimated Accuracy
 SF0016;SPC ME E     -   402,450.      328,070.      MT  (+/- 180 meters Scaled)
 SF0016
 SF0016                          SUPERSEDED SURVEY CONTROL
 SF0016
 SF0016  NGVD 29 (??/??/92)  140.780  (m)          461.88   (f) ADJ UNCH    ?  
 SF0016
 SF0016.Superseded values are not recommended for survey control.
 SF0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0016.See file dsdata.txt to determine how the superseded data were derived.
 SF0016
 SF0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN658374(NAD 83)
 SF0016_MARKER: Q = CHISELED SQUARE
 SF0016_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SF0016_SP_SET: CULVERT
 SF0016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0016
 SF0016  HISTORY     - Date     Condition        Report By
 SF0016  HISTORY     - UNK      MONUMENTED       USGS
 SF0016  HISTORY     - 1933     GOOD             NGS
 SF0016
 SF0016                          STATION DESCRIPTION
 SF0016
 SF0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 SF0016'14.3 MI NW FROM VAN BUREN.
 SF0016'14.3 MILES NORTHWEST ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 SF0016'THE STATION AT VAN BUREN, AROOSTOOK COUNTY, 10.9 MILES SOUTH OF
 SF0016'MADAWASKA, AT STATION 13.86, 30 YARDS WEST OF THE TRACK, 10 YARDS
 SF0016'EAST OF U.S. HIGHWAY 1, AND ON THE TOP OF THE SOUTH END OF THE
 SF0016'EAST HEADWALL OF A CONCRETE CULVERT.  A CHISELED SQUARE, MARKED
 SF0016'USGS 462.0.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0275 ***********************************************************************
 PF0275  DESIGNATION -  463.3
 PF0275  PID         -  PF0275
 PF0275  STATE/COUNTY-  ME/OXFORD
 PF0275  USGS QUAD   -  RUMFORD (1969)
 PF0275
 PF0275                         *CURRENT SURVEY CONTROL
 PF0275  ___________________________________________________________________
 PF0275* NAD 83(1986)-  44 33 46.     (N)    070 33 26.     (W)     SCALED    
 PF0275* NAVD 88     -       141.16   (+/-2cm)     463.1    (feet)  VERTCON   
 PF0275  ___________________________________________________________________
 PF0275  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 PF0275
 PF0275  VERT ORDER  -  ? (See Below)
 PF0275
 PF0275.The horizontal coordinates were scaled from a topographic map and have
 PF0275.an estimated accuracy of +/- 6 seconds.
 PF0275
 PF0275.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF0275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF0275.The vertical order pertains to the NGVD 29 superseded value.
 PF0275
 PF0275.The geoid height was determined by GEOID03.
 PF0275
 PF0275;                    North         East    Units  Estimated Accuracy
 PF0275;SPC ME W     -   192,220.      868,970.      MT  (+/- 180 meters Scaled)
 PF0275
 PF0275                          SUPERSEDED SURVEY CONTROL
 PF0275
 PF0275  NGVD 29 (??/??/92)  141.296  (m)          463.57   (f) ADJ UNCH    ?  
 PF0275
 PF0275.Superseded values are not recommended for survey control.
 PF0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0275.See file dsdata.txt to determine how the superseded data were derived.
 PF0275
 PF0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK763355(NAD 83)
 PF0275_MARKER: Q = CHISELED SQUARE
 PF0275_SETTING: 80 = SET IN A BOULDER
 PF0275_SP_SET: BOULDER
 PF0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0275+STABILITY: SURFACE MOTION
 PF0275
 PF0275  HISTORY     - Date     Condition        Report By
 PF0275  HISTORY     - UNK      MONUMENTED       USGS
 PF0275  HISTORY     - 1933     GOOD             NGS
 PF0275  HISTORY     - 1934     GOOD             NGS
 PF0275
 PF0275                          STATION DESCRIPTION
 PF0275
 PF0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PF0275'1.1 MI N FROM RUMFORD.
 PF0275'1.1 MILES NORTH ALONG THE OLD ROADBED OF THE ABANDONED MAINE
 PF0275'CENTRAL RAILROAD FROM RUMFORD, OXFORD COUNTY, 150 YARDS NORTH
 PF0275'OF A ROAD CROSSING, 3 YARDS WEST OF THE CENTER LINE OF THE OLD
 PF0275'ROADBED, AND ON THE TOP OF A LARGE BOULDER.  A CHISELED SQUARE,
 PF0275'PAINTED 463.3.
 PF0275
 PF0275                          STATION RECOVERY (1934)
 PF0275
 PF0275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PF0275'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0210 ***********************************************************************
 QG0210  DESIGNATION -  464
 QG0210  PID         -  QG0210
 QG0210  STATE/COUNTY-  ME/PENOBSCOT
 QG0210  USGS QUAD   -  SPRINGFIELD (1988)
 QG0210
 QG0210                         *CURRENT SURVEY CONTROL
 QG0210  ___________________________________________________________________
 QG0210* NAD 83(1986)-  45 22 33.     (N)    068 13 29.     (W)     SCALED    
 QG0210* NAVD 88     -       141.344  (meters)     463.73   (feet)  ADJUSTED  
 QG0210  ___________________________________________________________________
 QG0210  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 QG0210  DYNAMIC HT  -         141.344 (meters)     463.73  (feet)  COMP
 QG0210  MODELED GRAV-     980,618.6   (mgal)                       NAVD 88
 QG0210
 QG0210  VERT ORDER  -  SECOND    CLASS 0
 QG0210
 QG0210.The horizontal coordinates were scaled from a topographic map and have
 QG0210.an estimated accuracy of +/- 6 seconds.
 QG0210
 QG0210.The orthometric height was determined by differential leveling
 QG0210.and adjusted by the National Geodetic Survey in June 1991..
 QG0210.WARNING-Repeat measurements at this control monument indicate possible
 QG0210.vertical movement.
 QG0210
 QG0210.The geoid height was determined by GEOID03.
 QG0210
 QG0210.The dynamic height is computed by dividing the NAVD 88
 QG0210.geopotential number by the normal gravity value computed on the
 QG0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0210.degrees latitude (g = 980.6199 gals.).
 QG0210
 QG0210.The modeled gravity was interpolated from observed gravity values.
 QG0210
 QG0210;                    North         East    Units  Estimated Accuracy
 QG0210;SPC ME E     -   189,950.      321,560.      MT  (+/- 180 meters Scaled)
 QG0210
 QG0210                          SUPERSEDED SURVEY CONTROL
 QG0210
 QG0210  NGVD 29 (??/??/92)  141.541  (m)          464.37   (f) ADJ UNCH    2 0
 QG0210
 QG0210.Superseded values are not recommended for survey control.
 QG0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0210.See file dsdata.txt to determine how the superseded data were derived.
 QG0210
 QG0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL607249(NAD 83)
 QG0210_MARKER: DD = SURVEY DISK
 QG0210_SETTING: 80 = SET IN A BOULDER
 QG0210_SP_SET: BOULDER
 QG0210_STAMPING: MAINE 464 1916
 QG0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0210+STABILITY: SURFACE MOTION
 QG0210
 QG0210  HISTORY     - Date     Condition        Report By
 QG0210  HISTORY     - 1916     MONUMENTED       USGS
 QG0210  HISTORY     - 1935     GOOD             NGS
 QG0210  HISTORY     - 1942     GOOD             NGS
 QG0210
 QG0210                          STATION DESCRIPTION
 QG0210
 QG0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QG0210'3.2 MI E FROM LEE.
 QG0210'3.2 MILES EAST ALONG STATE HIGHWAY 16 FROM THE TOWNHALL AT LEE,
 QG0210'PENOBSCOT COUNTY, 13 FEET EAST OF A LEE-SPRINGFIELD TOWN-LINE
 QG0210'MARKER, AT THE JUNCTION OF A ROAD LEADING TO EAST WINN, 46 FEET
 QG0210'EAST OF THE CENTER LINE OF THE ROAD, 21 FEET NORTH OF THE CENTER
 QG0210'LINE OF THE HIGHWAY, IN THE TOP OF A LARGE POINTED BOULDER, AND
 QG0210'ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.  A UNITED STATES GEOLOGICAL
 QG0210'SURVEY STANDARD DISK, STAMPED MAINE 464 1916.
 QG0210
 QG0210                          STATION RECOVERY (1942)
 QG0210
 QG0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 QG0210'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0521 ***********************************************************************
 OC0521  DESIGNATION -  46.6
 OC0521  PID         -  OC0521
 OC0521  STATE/COUNTY-  ME/YORK
 OC0521  USGS QUAD   -  WELLS (1979)
 OC0521
 OC0521                         *CURRENT SURVEY CONTROL
 OC0521  ___________________________________________________________________
 OC0521* NAD 83(1986)-  43 21 00.     (N)    070 32 12.     (W)     SCALED    
 OC0521* NAVD 88     -        13.976  (meters)      45.85   (feet)  ADJUSTED  
 OC0521  ___________________________________________________________________
 OC0521  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 OC0521  DYNAMIC HT  -          13.974 (meters)      45.85  (feet)  COMP
 OC0521  MODELED GRAV-     980,474.1   (mgal)                       NAVD 88
 OC0521
 OC0521  VERT ORDER  -  SECOND    CLASS 0
 OC0521
 OC0521.The horizontal coordinates were scaled from a topographic map and have
 OC0521.an estimated accuracy of +/- 6 seconds.
 OC0521
 OC0521.The orthometric height was determined by differential leveling
 OC0521.and adjusted by the National Geodetic Survey in June 1991..
 OC0521
 OC0521.The geoid height was determined by GEOID03.
 OC0521
 OC0521.The dynamic height is computed by dividing the NAVD 88
 OC0521.geopotential number by the normal gravity value computed on the
 OC0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0521.degrees latitude (g = 980.6199 gals.).
 OC0521
 OC0521.The modeled gravity was interpolated from observed gravity values.
 OC0521
 OC0521;                    North         East    Units  Estimated Accuracy
 OC0521;SPC ME W     -    57,460.      870,000.      MT  (+/- 180 meters Scaled)
 OC0521
 OC0521                          SUPERSEDED SURVEY CONTROL
 OC0521
 OC0521  NGVD 29 (??/??/92)   14.208  (m)           46.61   (f) ADJ UNCH    2 0
 OC0521
 OC0521.Superseded values are not recommended for survey control.
 OC0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0521.See file dsdata.txt to determine how the superseded data were derived.
 OC0521
 OC0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ754008(NAD 83)
 OC0521_MARKER: N = NAIL
 OC0521_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OC0521_SP_SET: TREE ROOT
 OC0521_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC0521
 OC0521  HISTORY     - Date     Condition        Report By
 OC0521  HISTORY     - UNK      MONUMENTED       USGS
 OC0521  HISTORY     - 1943     GOOD             NGS
 OC0521  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 OC0521
 OC0521                          STATION DESCRIPTION
 OC0521
 OC0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 OC0521'3 MI W FROM KENNEBUNK PORT.
 OC0521'3.0 MILES WEST ALONG STATE HIGHWAY 9 FROM KENNEBUNKPORT, YORK
 OC0521'COUNTY, AT THE NORTHEAST ANGLE OF A ROAD INTERSECTION, AND IN
 OC0521'THE ROOT OF A 29-INCH PINE TREE.
 OC0521
 OC0521                          STATION RECOVERY (1988)
 OC0521
 OC0521'RECOVERY NOTE BY US POWER SQUADRON 1988 (RSR)
 OC0521'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0148 ***********************************************************************
 SF0148  DESIGNATION -  47 JHS
 SF0148  PID         -  SF0148
 SF0148  STATE/COUNTY-  ME/AROOSTOOK
 SF0148  USGS QUAD   -  SCHOOLHOUSE RAPIDS (1987)
 SF0148
 SF0148                         *CURRENT SURVEY CONTROL
 SF0148  ___________________________________________________________________
 SF0148* NAD 83(1986)-  47 03 55.     (N)    069 18 05.     (W)     SCALED    
 SF0148* NAVD 88     -       215.363  (meters)     706.57   (feet)  ADJUSTED  
 SF0148  ___________________________________________________________________
 SF0148  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 SF0148  DYNAMIC HT  -         215.384 (meters)     706.64  (feet)  COMP
 SF0148  MODELED GRAV-     980,705.1   (mgal)                       NAVD 88
 SF0148
 SF0148  VERT ORDER  -  SECOND    CLASS II
 SF0148
 SF0148.The horizontal coordinates were scaled from a topographic map and have
 SF0148.an estimated accuracy of +/- 6 seconds.
 SF0148
 SF0148.The orthometric height was determined by differential leveling
 SF0148.and adjusted by the National Geodetic Survey in June 1991..
 SF0148
 SF0148.The geoid height was determined by GEOID03.
 SF0148
 SF0148.The dynamic height is computed by dividing the NAVD 88
 SF0148.geopotential number by the normal gravity value computed on the
 SF0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0148.degrees latitude (g = 980.6199 gals.).
 SF0148
 SF0148.The modeled gravity was interpolated from observed gravity values.
 SF0148
 SF0148;                    North         East    Units  Estimated Accuracy
 SF0148;SPC ME E     -   377,990.      239,130.      MT  (+/- 180 meters Scaled)
 SF0148
 SF0148                          SUPERSEDED SURVEY CONTROL
 SF0148
 SF0148.No superseded survey control is available for this station.
 SF0148
 SF0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN771124(NAD 83)
 SF0148_MARKER: DD = SURVEY DISK
 SF0148_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 SF0148+WITH SETTING: INFORMATION.
 SF0148_SP_SET: SHALLOW-SET METAL ROD
 SF0148_STAMPING: 47 JHS 1984
 SF0148_MARK LOGO: USGS  
 SF0148_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0148
 SF0148  HISTORY     - Date     Condition        Report By
 SF0148  HISTORY     - 1984     MONUMENTED       USGS-M
 SF0148
 SF0148                          STATION DESCRIPTION
 SF0148
 SF0148'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1984
 SF0148'10.5 MI WSW FROM DICKEY.
 SF0148'DICKEY BRIDGE (OVER ST. JOHN RIVER), 0.8 MI (1.3 KM) NW. THENCE
 SF0148'12.1 MI (19.5 KM) SW. OF, ALONG RD. THAT GENERALLY FOLLOWS PARALLEL
 SF0148'WITH ST. JOHN RIVER, ABOUT 2.5 MI (4 KM) S. AND 2 MI (3.2 KM) E. OF
 SF0148'NW. COR. OF T. 16, R. 12, WELS, 100 FT (30.5 M) S. OF BANK OF POCWOCK
 SF0148'STREAM AT WASHED OUT BRIDGE, 22 FT (6.7 M) S., 45 FT (13.7 M) E. AND
 SF0148'0.3 FT (9.14 CM) LOWER THAN X-RDS., 5 FT (1.5 M) W. OF A WITNESS POST,
 SF0148'A STANDARD ROD SUPPORTED TABLET CENTERED IN PLASTIC PIPE.
 SF0148'THE MARK IS 0.3 FT BELOW THE CROSS ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0138 ***********************************************************************
 PD0138  DESIGNATION -  47 MIT
 PD0138  PID         -  PD0138
 PD0138  STATE/COUNTY-  ME/WASHINGTON
 PD0138  USGS QUAD   -  HADLEY LAKE (1987)
 PD0138
 PD0138                         *CURRENT SURVEY CONTROL
 PD0138  ___________________________________________________________________
 PD0138* NAD 83(1986)-  44 45 38.     (N)    067 23 44.     (W)     SCALED    
 PD0138* NAVD 88     -        13.938  (meters)      45.73   (feet)  ADJUSTED  
 PD0138  ___________________________________________________________________
 PD0138  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 PD0138  DYNAMIC HT  -          13.937 (meters)      45.73  (feet)  COMP
 PD0138  MODELED GRAV-     980,595.2   (mgal)                       NAVD 88
 PD0138
 PD0138  VERT ORDER  -  FIRST     CLASS I
 PD0138
 PD0138.The horizontal coordinates were scaled from a topographic map and have
 PD0138.an estimated accuracy of +/- 6 seconds.
 PD0138
 PD0138.The orthometric height was determined by differential leveling
 PD0138.and adjusted by the National Geodetic Survey in June 1991..
 PD0138.WARNING-Repeat measurements at this control monument indicate possible
 PD0138.vertical movement.
 PD0138
 PD0138.The geoid height was determined by GEOID03.
 PD0138
 PD0138.The dynamic height is computed by dividing the NAVD 88
 PD0138.geopotential number by the normal gravity value computed on the
 PD0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0138.degrees latitude (g = 980.6199 gals.).
 PD0138
 PD0138.The modeled gravity was interpolated from observed gravity values.
 PD0138
 PD0138;                    North         East    Units  Estimated Accuracy
 PD0138;SPC ME E     -   122,130.      387,440.      MT  (+/- 180 meters Scaled)
 PD0138
 PD0138                          SUPERSEDED SURVEY CONTROL
 PD0138
 PD0138  NGVD 29 (??/??/92)   14.144  (m)           46.40   (f) ADJ UNCH    1 1
 PD0138
 PD0138.Superseded values are not recommended for survey control.
 PD0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0138.See file dsdata.txt to determine how the superseded data were derived.
 PD0138
 PD0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK269576(NAD 83)
 PD0138_MARKER: DB = BENCH MARK DISK
 PD0138_SETTING: 80 = SET IN A BOULDER
 PD0138_SP_SET: BOULDER
 PD0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0138+STABILITY: SURFACE MOTION
 PD0138
 PD0138  HISTORY     - Date     Condition        Report By
 PD0138  HISTORY     - UNK      MONUMENTED       MIT
 PD0138  HISTORY     - 1966     GOOD             NGS
 PD0138  HISTORY     - 1978     GOOD             DMA
 PD0138
 PD0138                          STATION DESCRIPTION
 PD0138
 PD0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PD0138'AT JACKSONVILLE.
 PD0138'AT JACKSONVILLE, ABOUT 0.2 MILE SOUTH ALONG THE MAINE CENTRAL
 PD0138'RAILROAD FROM THE CROSSING OF STATE HIGHWAY 191, ABOUT 200 FEET
 PD0138'NORTH OF THE SITE OF THE ABANDONED RAILROAD STATION, 148 FEET
 PD0138'WEST OF THE WEST END OF THE SOUTH CONCRETE BANISTER OF A BRIDGE
 PD0138'OVER THE EAST MACHIAS RIVER 111 FEET NORTH-NORTHEAST OF THE
 PD0138'CENTER OF THE SOUTH ONE OF TWO BLACK TOPPED ROAD CROSSINGS, 44.0
 PD0138'FEET EAST OF THE EAST RAIL, A 2-INCH CHISELED CIRCLE ON TOP OF
 PD0138'A 3-BY-6-FOOT EMBEDDED BOULDER, 2 1/2 FEET NORTH OF THE SOUTH EDGE
 PD0138'OF THE BOULDER, THE LETTERS B M ARE CHISELED IN THE ROCK NEAR
 PD0138'THE NORTH EDGE OF THE CIRCLE.  NOTE-- 148.5 FEET WEST OF B. M.
 PD0138'M 167 1966 DESCRIBED.
 PD0138
 PD0138                          STATION RECOVERY (1978)
 PD0138
 PD0138'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PD0138'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0126 ***********************************************************************
 SF0126  DESIGNATION -  47 ROD USGS
 SF0126  PID         -  SF0126
 SF0126  STATE/COUNTY-  ME/AROOSTOOK
 SF0126  USGS QUAD   -  PELLETIER BROOK LAKE (1985)
 SF0126
 SF0126                         *CURRENT SURVEY CONTROL
 SF0126  ___________________________________________________________________
 SF0126* NAD 83(1986)-  47 06 33.     (N)    068 58 18.     (W)     SCALED    
 SF0126* NAVD 88     -       183.303  (meters)     601.39   (feet)  ADJUSTED  
 SF0126  ___________________________________________________________________
 SF0126  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 SF0126  DYNAMIC HT  -         183.322 (meters)     601.45  (feet)  COMP
 SF0126  MODELED GRAV-     980,714.8   (mgal)                       NAVD 88
 SF0126
 SF0126  VERT ORDER  -  SECOND    CLASS II
 SF0126
 SF0126.The horizontal coordinates were scaled from a topographic map and have
 SF0126.an estimated accuracy of +/- 6 seconds.
 SF0126
 SF0126.The orthometric height was determined by differential leveling
 SF0126.and adjusted by the National Geodetic Survey in June 1991..
 SF0126
 SF0126.The geoid height was determined by GEOID03.
 SF0126
 SF0126.The dynamic height is computed by dividing the NAVD 88
 SF0126.geopotential number by the normal gravity value computed on the
 SF0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0126.degrees latitude (g = 980.6199 gals.).
 SF0126
 SF0126.The modeled gravity was interpolated from observed gravity values.
 SF0126
 SF0126;                    North         East    Units  Estimated Accuracy
 SF0126;SPC ME E     -   382,670.      264,200.      MT  (+/- 180 meters Scaled)
 SF0126
 SF0126                          SUPERSEDED SURVEY CONTROL
 SF0126
 SF0126.No superseded survey control is available for this station.
 SF0126
 SF0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN021172(NAD 83)
 SF0126_MARKER: DB = BENCH MARK DISK
 SF0126_SETTING: 80 = SET IN A BOULDER
 SF0126_SP_SET: BOULDER
 SF0126_STAMPING: 47 ROD 1983
 SF0126_MARK LOGO: USGS  
 SF0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF0126+STABILITY: SURFACE MOTION
 SF0126
 SF0126  HISTORY     - Date     Condition        Report By
 SF0126  HISTORY     - 1983     MONUMENTED       USGS-M
 SF0126
 SF0126                          STATION DESCRIPTION
 SF0126
 SF0126'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1983
 SF0126'7.3 MI SW FROM ST FRANCIS.
 SF0126'7.3 MI (11.8 KM) SOUTHWEST ALONG STATE HIGHWAY 161 FROM THE POST
 SF0126'OFFICE IN ST. FRANCIS, 4.2 MI (6.8 KM) NORTHEAST ALONG STATE
 SF0126'HIGHWAY 161 FROM THE FIRE STATION AT ALLAGASH, 54 FT (16.4 M)
 SF0126'NORTHEAST OF DRIVEWAY LEADING NORTH, 29 FT (8.8 M) SOUTH AND ABOUT
 SF0126'LEVEL WITH HIGHWAY 161 AT DRIVEWAY LEADING NORTH, 138 FT (42.1 M)
 SF0126'SOUTHWEST OF NORTHEAST TIMBER CORNER ON SOUTH SIDE OF ROAD, 3 FT (0.9
 SF0126'M) SOUTH OF WITNESS POST, SET IN TOP OF A 3- BY 2-FOOT PARTLY BURIED
 SF0126'BOULDER PROJECTING 0.7 FOOT ABOVE THE GROUND, A USGS TABLET STAMPED 47
 SF0126'ROD 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0111 ***********************************************************************
 PD0111  DESIGNATION -  47 USGS
 PD0111  PID         -  PD0111
 PD0111  STATE/COUNTY-  ME/WASHINGTON
 PD0111  USGS QUAD   -  MACHIAS BAY (1993)
 PD0111
 PD0111                         *CURRENT SURVEY CONTROL
 PD0111  ___________________________________________________________________
 PD0111* NAD 83(1986)-  44 42 30.     (N)    067 18 02.     (W)     SCALED    
 PD0111* NAVD 88     -        14.471  (meters)      47.48   (feet)  POSTED    
 PD0111  ___________________________________________________________________
 PD0111  GEOID HEIGHT-         -22.67  (meters)                     GEOID03
 PD0111  DYNAMIC HT  -          14.470 (meters)      47.47  (feet)  COMP
 PD0111  MODELED GRAV-     980,602.6   (mgal)                       NAVD 88
 PD0111
 PD0111  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 PD0111
 PD0111.The horizontal coordinates were scaled from a topographic map and have
 PD0111.an estimated accuracy of +/- 6 seconds.
 PD0111
 PD0111.The orthometric height was determined by differential leveling
 PD0111.and adjusted by the National Geodetic Survey in 1992..
 PD0111.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 PD0111.rate greater than 8.0 mm/km.
 PD0111
 PD0111.The geoid height was determined by GEOID03.
 PD0111
 PD0111.The dynamic height is computed by dividing the NAVD 88
 PD0111.geopotential number by the normal gravity value computed on the
 PD0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0111.degrees latitude (g = 980.6199 gals.).
 PD0111
 PD0111.The modeled gravity was interpolated from observed gravity values.
 PD0111
 PD0111;                    North         East    Units  Estimated Accuracy
 PD0111;SPC ME E     -   116,430.      395,040.      MT  (+/- 180 meters Scaled)
 PD0111
 PD0111                          SUPERSEDED SURVEY CONTROL
 PD0111
 PD0111  NGVD 29 (??/??/92)   14.630  (m)           48.00   (f) ADJ UNCH    2 0
 PD0111
 PD0111.Superseded values are not recommended for survey control.
 PD0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0111.See file dsdata.txt to determine how the superseded data were derived.
 PD0111
 PD0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK346519(NAD 83)
 PD0111_MARKER: P = PIPE CAP
 PD0111_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PD0111_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PD0111_STAMPING: MAINE 1917 47 FT
 PD0111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PD0111
 PD0111  HISTORY     - Date     Condition        Report By
 PD0111  HISTORY     - 1917     MONUMENTED       USGS
 PD0111  HISTORY     - 1935     GOOD             NGS
 PD0111  HISTORY     - 1946     POOR             NGS
 PD0111  HISTORY     - 1978     MARK NOT FOUND   NGS
 PD0111
 PD0111                          STATION DESCRIPTION
 PD0111
 PD0111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PD0111'6.1 MI SE FROM EAST MACHIAS.
 PD0111'6.1 MILES SOUTHEAST ALONG STATE HIGHWAY 191 FROM THE JUNCTION OF
 PD0111'U.S. HIGHWAY 1 AT EAST MACHIAS, WASHINGTON COUNTY, ABOUT 0.4
 PD0111'MILE NORTHWEST OF THE WHITING-CUTLER TOWN LINE, 48 FEET WEST OF
 PD0111'THE CENTER LINE OF A FARMHOUSE ENTRANCE, AND 18 FEET NORTH OF THE
 PD0111'CENTER LINE OF THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY
 PD0111'STANDARD CAP, STAMPED MAINE 1917 47 FT AND RIVETED ON THE TOP OF
 PD0111'AN IRON PIPE PROJECTING ABOUT 1 1/2 FEET ABOVE GROUND.
 PD0111
 PD0111                          STATION RECOVERY (1946)
 PD0111
 PD0111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 PD0111'MARK RECOVERED IN POOR CONDITION.
 PD0111
 PD0111                          STATION RECOVERY (1978)
 PD0111
 PD0111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PD0111'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB2648 ***********************************************************************
 AB2648  SACS        -  This is a Secondary Airport Control Station.
 AB2648  DESIGNATION -  47B B
 AB2648  PID         -  AB2648
 AB2648  STATE/COUNTY-  ME/WASHINGTON
 AB2648  USGS QUAD   -  EASTPORT (1977)
 AB2648
 AB2648                         *CURRENT SURVEY CONTROL
 AB2648  ___________________________________________________________________
 AB2648* NAD 83(1996)-  44 54 46.82428(N)    067 01 08.43527(W)     ADJUSTED  
 AB2648* NAVD 88     -        12.12   (meters)      39.8    (feet)  GPS OBS   
 AB2648  ___________________________________________________________________
 AB2648  X           -   1,766,447.649 (meters)                     COMP
 AB2648  Y           -  -4,165,331.713 (meters)                     COMP
 AB2648  Z           -   4,480,499.838 (meters)                     COMP
 AB2648  LAPLACE CORR-           2.97  (seconds)                    DEFLEC99
 AB2648  ELLIP HEIGHT-         -10.38  (meters)          (01/07/02) GPS OBS
 AB2648  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 AB2648
 AB2648  HORZ ORDER  -  FIRST
 AB2648  ELLP ORDER  -  FIFTH     CLASS I
 AB2648
 AB2648.This mark is at Eastport Airport (EPM)
 AB2648
 AB2648.The horizontal coordinates were established by GPS observations
 AB2648.and adjusted by the National Geodetic Survey in July 1997..
 AB2648
 AB2648.The orthometric height was determined by GPS observations and a
 AB2648.high-resolution geoid model.
 AB2648
 AB2648.GPS derived orthometric heights for airport stations designated as
 AB2648.PACS or SACS are published to 2 decimal places.  This maintains
 AB2648.centimeter relative accuracy between the PACS and SACS.  It does
 AB2648.not indicate centimeter accuracy relative to other marks which are
 AB2648.part of the NAVD 88 network.
 AB2648
 AB2648.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2648
 AB2648.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2648
 AB2648.The ellipsoidal height was determined by GPS observations
 AB2648.and is referenced to NAD 83.
 AB2648
 AB2648.The geoid height was determined by GEOID03.
 AB2648
 AB2648;                    North         East     Units Scale Factor Converg.
 AB2648;SPC ME E     -   139,543.990   416,936.321   MT  1.00006809   +1 02 44.7
 AB2648;UTM  19      - 4,975,195.560   656,368.553   MT  0.99990067   +1 23 56.1
 AB2648
 AB2648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2648!SPC ME E     -   1.00000163  x   1.00006809  =   1.00006972
 AB2648!UTM  19      -   1.00000163  x   0.99990067  =   0.99990230
 AB2648
 AB2648                          SUPERSEDED SURVEY CONTROL
 AB2648
 AB2648  ELLIP H (07/24/97)  -10.40   (m)                       GP(       ) 1 1
 AB2648  NAD 83(1992)-  44 54 46.82445(N)    067 01 08.43501(W) AD(1995.00) 1
 AB2648  ELLIP H (04/19/96)  -10.40   (m)                       GP(1995.00) 3 1
 AB2648
 AB2648.Superseded values are not recommended for survey control.
 AB2648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2648.See file dsdata.txt to determine how the superseded data were derived.
 AB2648
 AB2648_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5636975196(NAD 83)
 AB2648_MARKER: DD = SURVEY DISK
 AB2648_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AB2648_SP_SET: MANHOLE VAULT
 AB2648_STAMPING: 47B B 1991
 AB2648_MARK LOGO: NOS   
 AB2648_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2648_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2648_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2648+SATELLITE: SATELLITE OBSERVATIONS - October 12, 1995
 AB2648
 AB2648  HISTORY     - Date     Condition        Report By
 AB2648  HISTORY     - 1991     MONUMENTED       NOS
 AB2648  HISTORY     - 19950101 GOOD             CHANCE
 AB2648  HISTORY     - 19951012 GOOD             CHANCE
 AB2648
 AB2648                          STATION DESCRIPTION
 AB2648
 AB2648'DESCRIBED BY JE CHANCE AND ASSOCIATES 1995
 AB2648'THE STATION IS LOCATED AT THE TOWN OF EASTPORT AT THE EASTPORT
 AB2648'MUNICIPAL AIRPORT.  OWNERSHIP--WASHINGTON COUNTY, BOB KENNEDY, FBO,
 AB2648'PHONE (207) 853-0997 TO REACH THE STATION FROM THE INTERSECTION OF
 AB2648'U.S.  HWY 1 AND STATE HWY 190 SOUTH OF PERRY, PROCEED SOUTH-SOUTHEAST
 AB2648'FOR 8.8 KM (5.45 MI) ON STATE HWY 190 TO THE AIRPORT ACCESS ROAD. TURN
 AB2648'RIGHT AND PROCEED WEST TO THE AIRPORT OFFICE.  CONTINUE SOUTHWEST ON
 AB2648'TAXIWAY FOR 0.5 KM (0.30 MI) CROSSING RUNWAY 15-33. TURN RIGHT AND
 AB2648'PROCEED NORTHWEST ALONG SOUTHWEST SIDE OF RUNWAY 15-33 TO END OF
 AB2648'RUNWAY AND STATION ON THE LEFT ON A MASSIVE CONCRETE FOUNDATION FOR AN
 AB2648'ELECTRICAL MANHOLE VAULT THE STATION IS A STANDARD NOS DISC SET FLUSH
 AB2648'IN A MASSIVE 2.4 M (7.9 FT) DIA CONCRETE FOUNDATION FOR AN ELECTRICAL
 AB2648'MANHOLE VAULT.  THE STATION IS LOCATED 26.7 M (87.6 FT) SOUTH FROM THE
 AB2648'WESTERN RUNWAY END INDICATOR LIGHT (REIL) , 40.0 M (131.2 FT)
 AB2648'NORTHEAST FROM A RED-WHITE LIGHT POLE, 45.0 M (147.6 FT)
 AB2648'NORTH-NORTHWEST FROM FIRST RUNWAY LIGHT SOUTH OF THE END OF RUNWAY,
 AB2648'AND 39.10 M (128.28 FT) SOUTHWEST OF THE CENTERLINE OF RUNWAY 15-33
 AB2648'THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATI0N
 AB2648'(SACS) - MAINE ANA SURVEYS 1995
 AB2648
 AB2648                          STATION RECOVERY (1995)
 AB2648
 AB2648'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KB)
 AB2648'THE STATION IS LOCATED AT THE TOWN OF EASTPORT AT THE EASTPORT
 AB2648'MUNICIPAL AIRPORT.  OWNERSHIP--WASHINGTON COUNTY, BOB KENNEDY, FBO,
 AB2648'PHONE (207) 853-0997  TO REACH THE STATION FROM THE INTERSECTION OF
 AB2648'U.S.  HWY 1 AND STATE HWY 190 SOUTH OF PERRY, PROCEED SOUTH-SOUTHEAST
 AB2648'FOR 8.8 KM (5.45 MI) ON STATE HWY 190 TO THE AIRPORT ACCESS ROAD.
 AB2648'TURN RIGHT AND PROCEED WEST TO THE AIRPORT OFFICE.  CONTINUE SOUTHWEST
 AB2648'ON TAXIWAY FOR 0.5 KM (0.30 MI) CROSSING RUNWAY 15-33.  TURN RIGHT AND
 AB2648'PROCEED NORTHWEST ALONG SOUTHWEST SIDE OF RUNWAY 15-33 TO END OF
 AB2648'RUNWAY AND STATION ON THE LEFT ON A MASSIVE CONCRETE FOUNDATION FOR AN
 AB2648'ELECTRICAL MANHOLE VAULT  THE STATION IS A STANDARD NOS DISC SET FLUSH
 AB2648'IN A MASSIVE 2.4 M (7.9 FT) DIA CONCRETE FOUNDATION FOR AN ELECTRICAL
 AB2648'MANHOLE VAULT. THE STATION IS LOCATED 26.7 M (87.6 FT) SOUTH FROM THE
 AB2648'WESTERN RUNWAY END INDICATOR LIGHT (REIL) , 40.0 M (131.2 FT)
 AB2648'NORTHEAST FROM A RED-WHITE LIGHT POLE, 45.0 M (147.6 FT)
 AB2648'NORTH-NORTHWEST FROM FIRST RUNWAY LIGHT SOUTH OF THE END OF RUNWAY,
 AB2648'AND 39.10 M (128.28 FT) SOUTHWEST OF THE CENTERLINE OF RUNWAY 15-33
 AB2648'THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATI0N
 AB2648'(SACS) - MAINE ANA SURVEYS 1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0149 ***********************************************************************
 SF0149  DESIGNATION -  48 JHS
 SF0149  PID         -  SF0149
 SF0149  STATE/COUNTY-  ME/AROOSTOOK
 SF0149  USGS QUAD   -  SCHOOLHOUSE RAPIDS (1987)
 SF0149
 SF0149                         *CURRENT SURVEY CONTROL
 SF0149  ___________________________________________________________________
 SF0149* NAD 83(1986)-  47 04 04.     (N)    069 16 53.     (W)     SCALED    
 SF0149* NAVD 88     -       214.014  (meters)     702.14   (feet)  ADJUSTED  
 SF0149  ___________________________________________________________________
 SF0149  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 SF0149  DYNAMIC HT  -         214.035 (meters)     702.21  (feet)  COMP
 SF0149  MODELED GRAV-     980,705.7   (mgal)                       NAVD 88
 SF0149
 SF0149  VERT ORDER  -  SECOND    CLASS II
 SF0149
 SF0149.The horizontal coordinates were scaled from a topographic map and have
 SF0149.an estimated accuracy of +/- 6 seconds.
 SF0149
 SF0149.The orthometric height was determined by differential leveling
 SF0149.and adjusted by the National Geodetic Survey in June 1991..
 SF0149
 SF0149.The geoid height was determined by GEOID03.
 SF0149
 SF0149.The dynamic height is computed by dividing the NAVD 88
 SF0149.geopotential number by the normal gravity value computed on the
 SF0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0149.degrees latitude (g = 980.6199 gals.).
 SF0149
 SF0149.The modeled gravity was interpolated from observed gravity values.
 SF0149
 SF0149;                    North         East    Units  Estimated Accuracy
 SF0149;SPC ME E     -   378,250.      240,650.      MT  (+/- 180 meters Scaled)
 SF0149
 SF0149                          SUPERSEDED SURVEY CONTROL
 SF0149
 SF0149.No superseded survey control is available for this station.
 SF0149
 SF0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN786127(NAD 83)
 SF0149_MARKER: DD = SURVEY DISK
 SF0149_SETTING: 80 = SET IN A BOULDER
 SF0149_SP_SET: BOULDER
 SF0149_STAMPING: 48 JHS 1984
 SF0149_MARK LOGO: USGS  
 SF0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF0149+STABILITY: SURFACE MOTION
 SF0149
 SF0149  HISTORY     - Date     Condition        Report By
 SF0149  HISTORY     - 1984     MONUMENTED       USGS-M
 SF0149
 SF0149                          STATION DESCRIPTION
 SF0149
 SF0149'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1984
 SF0149'9.5 MI WSW FROM DICKEY.
 SF0149'DICKEY BRIDGE (OVER ST. JOHN RIVER), 0.8 MI (1.3 KM) NW. THENCE
 SF0149'11.1 MI (17.9 KM) SW. OF, ALONG RD. THAT GENERALLY FOLLOWS PARALLEL
 SF0149'WITH ST. JOHN RIVER, 2.5 MI (4 KM) S. AND 3.4 MI (5.5 KM) W. OF NE.
 SF0149'COR. OF T. 16, R. 12, WELS, 16 FT (4.9 M) N., 9 FT (2.7 M) E. AND 1.5
 SF0149'FT (0.46 M) LOWER THAN WOOD BRIDGE OVER OULLETTE BROOK, 5 FT (1.5 M)
 SF0149'SW. OF WITNESS POST, SET IN A LARGE BOULDER.
 SF0149'THE MARK IS 1.5 FT BELOW A WOOD BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0132 ***********************************************************************
 SF0132  DESIGNATION -  48 ROD USGS
 SF0132  PID         -  SF0132
 SF0132  STATE/COUNTY-  ME/AROOSTOOK
 SF0132  USGS QUAD   -  ST FRANCIS (1985)
 SF0132
 SF0132                         *CURRENT SURVEY CONTROL
 SF0132  ___________________________________________________________________
 SF0132* NAD 83(1986)-  47 09 19.     (N)    068 56 11.     (W)     SCALED    
 SF0132* NAVD 88     -       180.675  (meters)     592.76   (feet)  ADJUSTED  
 SF0132  ___________________________________________________________________
 SF0132  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 SF0132  DYNAMIC HT  -         180.696 (meters)     592.83  (feet)  COMP
 SF0132  MODELED GRAV-     980,725.4   (mgal)                       NAVD 88
 SF0132
 SF0132  VERT ORDER  -  SECOND    CLASS II
 SF0132
 SF0132.The horizontal coordinates were scaled from a topographic map and have
 SF0132.an estimated accuracy of +/- 6 seconds.
 SF0132
 SF0132.The orthometric height was determined by differential leveling
 SF0132.and adjusted by the National Geodetic Survey in June 1991..
 SF0132
 SF0132.The geoid height was determined by GEOID03.
 SF0132
 SF0132.The dynamic height is computed by dividing the NAVD 88
 SF0132.geopotential number by the normal gravity value computed on the
 SF0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0132.degrees latitude (g = 980.6199 gals.).
 SF0132
 SF0132.The modeled gravity was interpolated from observed gravity values.
 SF0132
 SF0132;                    North         East    Units  Estimated Accuracy
 SF0132;SPC ME E     -   387,780.      266,910.      MT  (+/- 180 meters Scaled)
 SF0132
 SF0132                          SUPERSEDED SURVEY CONTROL
 SF0132
 SF0132.No superseded survey control is available for this station.
 SF0132
 SF0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN048224(NAD 83)
 SF0132_MARKER: DB = BENCH MARK DISK
 SF0132_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SF0132_SP_SET: COPPER-CLAD STEEL ROD
 SF0132_STAMPING: 48 ROD 1983
 SF0132_MARK LOGO: USGS  
 SF0132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SF0132
 SF0132  HISTORY     - Date     Condition        Report By
 SF0132  HISTORY     - 1983     MONUMENTED       USGS-M
 SF0132
 SF0132                          STATION DESCRIPTION
 SF0132
 SF0132'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1983
 SF0132'2.1 MI SW FROM ST FRANCIS.
 SF0132'2.1 MI (3.4 KM) SOUTHWEST ALONG STATE HIGHWAY 161 FROM THE POST
 SF0132'OFFICE IN ST. FRANCIS, 3.6 MI (5.8 KM) NORTH AND 0.8 MI (1.3 KM) EAST
 SF0132'OF SOUTHWEST CORNER OF ST. FRANCIS TOWNSHIP, 200 FT (61 M) NORTHEAST
 SF0132'OF FIELD ROAD LEADING SOUTH, 32 FT (9.8 M) SOUTHEAST AND 2.6 FT (0.80
 SF0132'M) LOWER THAN HIGHWAY 161 AT DRIVEWAY (NORTHERN OF TWO DRIVES) WEST TO
 SF0132'HOUSE, 69.5 FT (21.2 M) WEST-NORTHWEST OF WEST CORNER OF HOUSE ON
 SF0132'SOUTHEAST SIDE OF HIGHWAY, 13.5 FT (4.11 M) SOUTHEAST OF NORTHWEST
 SF0132'CORNER OF YARD (CAR AXLE IN GROUND), 13 FT (3.96 M) NORTHEAST OF
 SF0132'WITNESS POST, A STANDARD ROD SUPPORTED USGS TABLET 0.2 FT (0.06 M)
 SF0132'BELOW GROUND LEVEL AND STAMPED 48 ROD 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0123 ***********************************************************************
 PE0123  DESIGNATION -  480
 PE0123  PID         -  PE0123
 PE0123  STATE/COUNTY-  ME/HANCOCK
 PE0123  USGS QUAD   -  EASTBROOK (1981)
 PE0123
 PE0123                         *CURRENT SURVEY CONTROL
 PE0123  ___________________________________________________________________
 PE0123* NAD 83(1986)-  44 43 31.     (N)    068 20 01.     (W)     SCALED    
 PE0123* NAVD 88     -       146.214  (meters)     479.70   (feet)  ADJUSTED  
 PE0123  ___________________________________________________________________
 PE0123  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 PE0123  DYNAMIC HT  -         146.206 (meters)     479.68  (feet)  COMP
 PE0123  MODELED GRAV-     980,553.4   (mgal)                       NAVD 88
 PE0123
 PE0123  VERT ORDER  -  SECOND    CLASS 0
 PE0123
 PE0123.The horizontal coordinates were scaled from a topographic map and have
 PE0123.an estimated accuracy of +/- 6 seconds.
 PE0123
 PE0123.The orthometric height was determined by differential leveling
 PE0123.and adjusted by the National Geodetic Survey in June 1991..
 PE0123
 PE0123.The geoid height was determined by GEOID03.
 PE0123
 PE0123.The dynamic height is computed by dividing the NAVD 88
 PE0123.geopotential number by the normal gravity value computed on the
 PE0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0123.degrees latitude (g = 980.6199 gals.).
 PE0123
 PE0123.The modeled gravity was interpolated from observed gravity values.
 PE0123
 PE0123;                    North         East    Units  Estimated Accuracy
 PE0123;SPC ME E     -   117,630.      313,180.      MT  (+/- 180 meters Scaled)
 PE0123
 PE0123                          SUPERSEDED SURVEY CONTROL
 PE0123
 PE0123  NGVD 29 (??/??/92)  146.411  (m)          480.35   (f) ADJ UNCH    2 0
 PE0123
 PE0123.Superseded values are not recommended for survey control.
 PE0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0123.See file dsdata.txt to determine how the superseded data were derived.
 PE0123
 PE0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK527526(NAD 83)
 PE0123_MARKER: DD = SURVEY DISK
 PE0123_SETTING: 66 = SET IN ROCK OUTCROP
 PE0123_SP_SET: BEDROCK
 PE0123_STAMPING: 480
 PE0123_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0123+STABILITY: POSITION/ELEVATION WELL
 PE0123
 PE0123  HISTORY     - Date     Condition        Report By
 PE0123  HISTORY     - UNK      MONUMENTED       USGS
 PE0123  HISTORY     - 1953     GOOD             NGS
 PE0123
 PE0123                          STATION DESCRIPTION
 PE0123
 PE0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 PE0123'1 MI N FROM WALTHAM.
 PE0123'0.95 MILE NORTH ALONG STATE HIGHWAY 179 FROM THE TOWN HALL
 PE0123'AT WALTHAM, NEAR THE TOP OF A HILL IN A HAY FIELD, ABOUT 325
 PE0123'FEET NORTH OF HILL SIDE CEMETERY, ON THE NORTH EDGE OF A
 PE0123'FILLED ABANDONED CELLAR, 432 FEET NORTH OF CENTER LINE OF HIGHWAY,
 PE0123'ABOUT 500 FEET NORTH AND ACROSS HIGHWAY FROM A SMALL SCHOOL,
 PE0123'3 FEET SOUTH OF AN 18-INCH APPLE TREE, IN THE TOP OF 1 FOOT
 PE0123'EXPOSED SURFACE OF A ROCK FLUSH WITH GROUND AND ABOUT 20 FEET
 PE0123'ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0010 ***********************************************************************
 PD0010  DESIGNATION -  49
 PD0010  PID         -  PD0010
 PD0010  STATE/COUNTY-  ME/WASHINGTON
 PD0010  USGS QUAD   -  EASTPORT (1977)
 PD0010
 PD0010                         *CURRENT SURVEY CONTROL
 PD0010  ___________________________________________________________________
 PD0010* NAD 83(1986)-  44 53 34.     (N)    066 59 44.     (W)     SCALED    
 PD0010* NAVD 88     -        14.768  (meters)      48.45   (feet)  ADJUSTED  
 PD0010  ___________________________________________________________________
 PD0010  GEOID HEIGHT-         -22.44  (meters)                     GEOID03
 PD0010  DYNAMIC HT  -          14.768 (meters)      48.45  (feet)  COMP
 PD0010  MODELED GRAV-     980,625.0   (mgal)                       NAVD 88
 PD0010
 PD0010  VERT ORDER  -  SECOND    CLASS 0
 PD0010
 PD0010.The horizontal coordinates were scaled from a topographic map and have
 PD0010.an estimated accuracy of +/- 6 seconds.
 PD0010
 PD0010.The orthometric height was determined by differential leveling
 PD0010.and adjusted by the National Geodetic Survey in June 1991..
 PD0010
 PD0010.The geoid height was determined by GEOID03.
 PD0010
 PD0010.The dynamic height is computed by dividing the NAVD 88
 PD0010.geopotential number by the normal gravity value computed on the
 PD0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0010.degrees latitude (g = 980.6199 gals.).
 PD0010
 PD0010.The modeled gravity was interpolated from observed gravity values.
 PD0010
 PD0010;                    North         East    Units  Estimated Accuracy
 PD0010;SPC ME E     -   137,330.      418,830.      MT  (+/- 180 meters Scaled)
 PD0010
 PD0010                          SUPERSEDED SURVEY CONTROL
 PD0010
 PD0010  NGVD 29 (??/??/92)   14.95   (m)           49.0    (f) COMPUTED    2 0
 PD0010
 PD0010.Superseded values are not recommended for survey control.
 PD0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0010.See file dsdata.txt to determine how the superseded data were derived.
 PD0010
 PD0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK582729(NAD 83)
 PD0010_MARKER: B = BOLT
 PD0010_SETTING: 66 = SET IN ROCK OUTCROP
 PD0010_SP_SET: ROCK OUTCROP
 PD0010_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0010+STABILITY: POSITION/ELEVATION WELL
 PD0010
 PD0010  HISTORY     - Date     Condition        Report By
 PD0010  HISTORY     - UNK      MONUMENTED       DOD
 PD0010  HISTORY     - 1946     MARK NOT FOUND   NGS
 PD0010
 PD0010                          STATION DESCRIPTION
 PD0010
 PD0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 PD0010'AT EASTPORT.
 PD0010'AT EASTPORT, WASHINGTON COUNTY, ABOUT 1.2 MILES SOUTH OF THE
 PD0010'MAINE CENTRAL RAILROAD STATION, AT THE END OF THE ESTES HEAD
 PD0010'ROAD, 45 FEET NORTHWEST OF A FENCE CORNER, AND IN THE TOP OF A
 PD0010'ROCK OUTCROP.  A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0150 ***********************************************************************
 SF0150  DESIGNATION -  49 JHS
 SF0150  PID         -  SF0150
 SF0150  STATE/COUNTY-  ME/AROOSTOOK
 SF0150  USGS QUAD   -  SCHOOLHOUSE RAPIDS (1987)
 SF0150
 SF0150                         *CURRENT SURVEY CONTROL
 SF0150  ___________________________________________________________________
 SF0150* NAD 83(1986)-  47 03 48.     (N)    069 15 43.     (W)     SCALED    
 SF0150* NAVD 88     -       209.427  (meters)     687.10   (feet)  ADJUSTED  
 SF0150  ___________________________________________________________________
 SF0150  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 SF0150  DYNAMIC HT  -         209.447 (meters)     687.16  (feet)  COMP
 SF0150  MODELED GRAV-     980,705.6   (mgal)                       NAVD 88
 SF0150
 SF0150  VERT ORDER  -  SECOND    CLASS II
 SF0150
 SF0150.The horizontal coordinates were scaled from a topographic map and have
 SF0150.an estimated accuracy of +/- 6 seconds.
 SF0150
 SF0150.The orthometric height was determined by differential leveling
 SF0150.and adjusted by the National Geodetic Survey in June 1991..
 SF0150
 SF0150.The geoid height was determined by GEOID03.
 SF0150
 SF0150.The dynamic height is computed by dividing the NAVD 88
 SF0150.geopotential number by the normal gravity value computed on the
 SF0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0150.degrees latitude (g = 980.6199 gals.).
 SF0150
 SF0150.The modeled gravity was interpolated from observed gravity values.
 SF0150
 SF0150;                    North         East    Units  Estimated Accuracy
 SF0150;SPC ME E     -   377,750.      242,120.      MT  (+/- 180 meters Scaled)
 SF0150
 SF0150                          SUPERSEDED SURVEY CONTROL
 SF0150
 SF0150.No superseded survey control is available for this station.
 SF0150
 SF0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN801122(NAD 83)
 SF0150_MARKER: DD = SURVEY DISK
 SF0150_SETTING: 80 = SET IN A BOULDER
 SF0150_SP_SET: BOULDER
 SF0150_STAMPING: 49 JHS 1984
 SF0150_MARK LOGO: USGS  
 SF0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF0150+STABILITY: SURFACE MOTION
 SF0150
 SF0150  HISTORY     - Date     Condition        Report By
 SF0150  HISTORY     - 1984     MONUMENTED       USGS-M
 SF0150
 SF0150                          STATION DESCRIPTION
 SF0150
 SF0150'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1984
 SF0150'8.8 MI WSW FROM DICKEY.
 SF0150'DICKEY BRIDGE (OVER ST. JOHN RIVER), 0.8 MI (1.3 KM) NW. THENCE
 SF0150'10 MI (16.1 KM) SW. OF, ALONG RD. THAT GENERALLY FOLLOWS PARALLEL WITH
 SF0150'ST. JOHN RIVER, 2.5 MI (4 KM) S. AND 2.5 MI (4 KM) W. OF NE. COR. OF
 SF0150'T. 16, R. 12, WELS, 0.9 MI (1.4 KM) WSW. OF BRIDGE OVER FOX BROOK, 54
 SF0150'FT (16.5 M) NW. ALONG RD. THENCE 52 FT (15.8 M) SW. AND 7.8 FT (2.4 M)
 SF0150'LOWER THAN RD. OPPOSITE SMALL GROUP OF ELM TREES, SW. SIDE OF RD., 36
 SF0150'FT (11 M) SW. OF WITNESS POST AND 22 FT (6.7 M) NE. OF ST. JOHN RIVER,
 SF0150'SET IN BOULDER.
 SF0150'THE MARK IS 7.8 FT BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0133 ***********************************************************************
 SF0133  DESIGNATION -  49 ROD USGS
 SF0133  PID         -  SF0133
 SF0133  STATE/COUNTY-  ME/AROOSTOOK
 SF0133  USGS QUAD   -  ST FRANCIS (1985)
 SF0133
 SF0133                         *CURRENT SURVEY CONTROL
 SF0133  ___________________________________________________________________
 SF0133* NAD 83(1986)-  47 09 45.     (N)    068 55 25.     (W)     SCALED    
 SF0133* NAVD 88     -       191.103  (meters)     626.98   (feet)  ADJUSTED  
 SF0133  ___________________________________________________________________
 SF0133  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 SF0133  DYNAMIC HT  -         191.126 (meters)     627.05  (feet)  COMP
 SF0133  MODELED GRAV-     980,726.2   (mgal)                       NAVD 88
 SF0133
 SF0133  VERT ORDER  -  SECOND    CLASS II
 SF0133
 SF0133.The horizontal coordinates were scaled from a topographic map and have
 SF0133.an estimated accuracy of +/- 6 seconds.
 SF0133
 SF0133.The orthometric height was determined by differential leveling
 SF0133.and adjusted by the National Geodetic Survey in June 1991..
 SF0133
 SF0133.The geoid height was determined by GEOID03.
 SF0133
 SF0133.The dynamic height is computed by dividing the NAVD 88
 SF0133.geopotential number by the normal gravity value computed on the
 SF0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0133.degrees latitude (g = 980.6199 gals.).
 SF0133
 SF0133.The modeled gravity was interpolated from observed gravity values.
 SF0133
 SF0133;                    North         East    Units  Estimated Accuracy
 SF0133;SPC ME E     -   388,580.      267,880.      MT  (+/- 180 meters Scaled)
 SF0133
 SF0133                          SUPERSEDED SURVEY CONTROL
 SF0133
 SF0133.No superseded survey control is available for this station.
 SF0133
 SF0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN057232(NAD 83)
 SF0133_MARKER: DB = BENCH MARK DISK
 SF0133_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SF0133_SP_SET: COPPER-CLAD STEEL ROD
 SF0133_STAMPING: 49 ROD 1983
 SF0133_MARK LOGO: USGS  
 SF0133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SF0133
 SF0133  HISTORY     - Date     Condition        Report By
 SF0133  HISTORY     - 1983     MONUMENTED       USGS-M
 SF0133
 SF0133                          STATION DESCRIPTION
 SF0133
 SF0133'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1983
 SF0133'1.1 MI SW FROM ST FRANCIS.
 SF0133'1.1 MI (1.8 KM) SOUTHWEST ALONG STATE HIGHWAY 161 FROM THE POST
 SF0133'OFFICE IN ST. FRANCIS, 4.3 MI (6.9 KM) NORTH AND 1.6 MI (2.6 KM) EAST
 SF0133'OF SOUTHWEST CORNER OF ST. FRANCIS TOWNSHIP, 105 FT (32 M) SOUTHWEST
 SF0133'ALONG HIGHWAY THENCE 36 FT (11 M) SOUTHEAST AND 0.7 FT (0.21 M) HIGHER
 SF0133'THAN HIGHWAY 161 AT DRIVEWAY SOUTH TO LONE HOUSE, 51.7 FT (15.8 M)
 SF0133'WEST OF NORTHWEST CORNER OF HOUSE, 23 FT (7 M) SOUTHEAST OF NORTHWEST
 SF0133'CORNER OF YARD, 9 FT (2.7 M) SOUTHEAST OF POWER POLE, A STANDARD ROD
 SF0133'SUPPORTED USGS TABLET 0.2 FT (0.06 M) BELOW GROUND LEVEL AND STAMPED
 SF0133'49 ROD 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0022 ***********************************************************************
 PF0022  DESIGNATION -  493.1
 PF0022  PID         -  PF0022
 PF0022  STATE/COUNTY-  ME/FRANKLIN
 PF0022  USGS QUAD   -  STRONG (1989)
 PF0022
 PF0022                         *CURRENT SURVEY CONTROL
 PF0022  ___________________________________________________________________
 PF0022* NAD 83(1986)-  44 48 15.     (N)    070 14 08.     (W)     SCALED    
 PF0022* NAVD 88     -       150.178  (meters)     492.71   (feet)  ADJUSTED  
 PF0022  ___________________________________________________________________
 PF0022  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 PF0022  DYNAMIC HT  -         150.165 (meters)     492.67  (feet)  COMP
 PF0022  MODELED GRAV-     980,529.9   (mgal)                       NAVD 88
 PF0022
 PF0022  VERT ORDER  -  SECOND    CLASS 0
 PF0022
 PF0022.The horizontal coordinates were scaled from a topographic map and have
 PF0022.an estimated accuracy of +/- 6 seconds.
 PF0022
 PF0022.The orthometric height was determined by differential leveling
 PF0022.and adjusted by the National Geodetic Survey in June 1991..
 PF0022
 PF0022.The geoid height was determined by GEOID03.
 PF0022
 PF0022.The dynamic height is computed by dividing the NAVD 88
 PF0022.geopotential number by the normal gravity value computed on the
 PF0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0022.degrees latitude (g = 980.6199 gals.).
 PF0022
 PF0022.The modeled gravity was interpolated from observed gravity values.
 PF0022
 PF0022;                    North         East    Units  Estimated Accuracy
 PF0022;SPC ME W     -   218,970.      894,550.      MT  (+/- 180 meters Scaled)
 PF0022
 PF0022                          SUPERSEDED SURVEY CONTROL
 PF0022
 PF0022  NGVD 29 (??/??/92)  150.324  (m)          493.19   (f) ADJ UNCH    2 0
 PF0022
 PF0022.Superseded values are not recommended for survey control.
 PF0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0022.See file dsdata.txt to determine how the superseded data were derived.
 PF0022
 PF0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK022619(NAD 83)
 PF0022_MARKER: DD = SURVEY DISK
 PF0022_SETTING: 80 = SET IN A BOULDER
 PF0022_SP_SET: BOULDER
 PF0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0022+STABILITY: SURFACE MOTION
 PF0022
 PF0022  HISTORY     - Date     Condition        Report By
 PF0022  HISTORY     - UNK      MONUMENTED       USGS
 PF0022  HISTORY     - 1933     GOOD             NGS
 PF0022  HISTORY     - 1934     GOOD             NGS
 PF0022
 PF0022                          STATION DESCRIPTION
 PF0022
 PF0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PF0022'0.9 MI W FROM STRONG.
 PF0022'0.9 MILE WEST ALONG THE OLD ROADBED OF THE ABANDONED SANDY
 PF0022'RIVER AND RANGELEY LAKES RAILROAD FROM STRONG, FRANKLIN COUNTY,
 PF0022'6 YARDS EAST OF A 12-FOOT BOULDER, AT A MASONRY CULVERT UNDER
 PF0022'THE OLD ROADBED, IN THE TOP OF THE EAST END OF THE NORTH HEADWALL,
 PF0022'4 YARDS NORTH OF THE CENTER LINE OF THE OLD ROADBED, AND LEVEL
 PF0022'WITH THE ROADBED.  A DRILL HOLE.
 PF0022
 PF0022                          STATION RECOVERY (1934)
 PF0022
 PF0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PF0022'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0524 ***********************************************************************
 QG0524  DESIGNATION -  495
 QG0524  PID         -  QG0524
 QG0524  STATE/COUNTY-  ME/PENOBSCOT
 QG0524  USGS QUAD   -  NORCROSS (1988)
 QG0524
 QG0524                         *CURRENT SURVEY CONTROL
 QG0524  ___________________________________________________________________
 QG0524* NAD 83(1986)-  45 38 05.     (N)    068 46 50.     (W)     SCALED    
 QG0524* NAVD 88     -       150.547  (meters)     493.92   (feet)  ADJUSTED  
 QG0524  ___________________________________________________________________
 QG0524  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 QG0524  DYNAMIC HT  -         150.549 (meters)     493.93  (feet)  COMP
 QG0524  MODELED GRAV-     980,625.8   (mgal)                       NAVD 88
 QG0524
 QG0524  VERT ORDER  -  FIRST     CLASS II
 QG0524
 QG0524.The horizontal coordinates were scaled from a topographic map and have
 QG0524.an estimated accuracy of +/- 6 seconds.
 QG0524
 QG0524.The orthometric height was determined by differential leveling
 QG0524.and adjusted by the National Geodetic Survey in June 1991..
 QG0524
 QG0524.The geoid height was determined by GEOID03.
 QG0524
 QG0524.The dynamic height is computed by dividing the NAVD 88
 QG0524.geopotential number by the normal gravity value computed on the
 QG0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0524.degrees latitude (g = 980.6199 gals.).
 QG0524
 QG0524.The modeled gravity was interpolated from observed gravity values.
 QG0524
 QG0524;                    North         East    Units  Estimated Accuracy
 QG0524;SPC ME E     -   218,720.      278,130.      MT  (+/- 180 meters Scaled)
 QG0524
 QG0524                          SUPERSEDED SURVEY CONTROL
 QG0524
 QG0524  NGVD 29 (??/??/92)  150.714  (m)          494.47   (f) ADJ UNCH    1 2
 QG0524
 QG0524.Superseded values are not recommended for survey control.
 QG0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0524.See file dsdata.txt to determine how the superseded data were derived.
 QG0524
 QG0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL171534(NAD 83)
 QG0524_MARKER: DD = SURVEY DISK
 QG0524_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QG0524_SP_SET: PIER
 QG0524_STAMPING: 494.468 495 BANGOR
 QG0524_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG0524
 QG0524  HISTORY     - Date     Condition        Report By
 QG0524  HISTORY     - UNK      MONUMENTED       USGS
 QG0524  HISTORY     - 1927     GOOD             NGS
 QG0524
 QG0524                          STATION DESCRIPTION
 QG0524
 QG0524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1927
 QG0524'4.5 MI SW FROM MILLINOCKET.
 QG0524'4.5 MILES SOUTHWEST ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 QG0524'THE STATION AT MILLINOCKET, PENOBSCOT COUNTY, AT THE DAM ON NORTH
 QG0524'TWIN LAKE, AND IN THE TOP OF THE NORTH PIER AT THE 24-FOOT GATE
 QG0524'OPENING.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 QG0524'494.468 495 BANGOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SE0017 ***********************************************************************
 SE0017  DESIGNATION -  497.9
 SE0017  PID         -  SE0017
 SE0017  STATE/COUNTY-  ME/AROOSTOOK
 SE0017  USGS QUAD   -  VAN BUREN (1986)
 SE0017
 SE0017                         *CURRENT SURVEY CONTROL
 SE0017  ___________________________________________________________________
 SE0017* NAD 83(1986)-  47 09 58.     (N)    067 58 18.     (W)     SCALED    
 SE0017* NAVD 88     -       151.64   (+/-2cm)     497.5    (feet)  VERTCON   
 SE0017  ___________________________________________________________________
 SE0017  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 SE0017
 SE0017  VERT ORDER  -  ? (See Below)
 SE0017
 SE0017.The horizontal coordinates were scaled from a topographic map and have
 SE0017.an estimated accuracy of +/- 6 seconds.
 SE0017
 SE0017.The NAVD 88 height was computed by applying the VERTCON shift value to
 SE0017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SE0017.The vertical order pertains to the NGVD 29 superseded value.
 SE0017
 SE0017.The geoid height was determined by GEOID03.
 SE0017
 SE0017;                    North         East    Units  Estimated Accuracy
 SE0017;SPC ME E     -   389,020.      340,050.      MT  (+/- 180 meters Scaled)
 SE0017
 SE0017                          SUPERSEDED SURVEY CONTROL
 SE0017
 SE0017  NGVD 29 (??/??/92)  151.810  (m)          498.06   (f) ADJ UNCH    ?  
 SE0017
 SE0017.Superseded values are not recommended for survey control.
 SE0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SE0017.See file dsdata.txt to determine how the superseded data were derived.
 SE0017
 SE0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN779241(NAD 83)
 SE0017_MARKER: Q = CHISELED SQUARE
 SE0017_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SE0017_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SE0017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SE0017
 SE0017  HISTORY     - Date     Condition        Report By
 SE0017  HISTORY     - UNK      MONUMENTED       USGS
 SE0017  HISTORY     - 1933     GOOD             NGS
 SE0017
 SE0017                          STATION DESCRIPTION
 SE0017
 SE0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 SE0017'2.6 MI S FROM VAN BUREN.
 SE0017'2.6 MILES SOUTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 SE0017'THE STATION AT VAN BUREN, AROOSTOOK COUNTY, ON CULVERT 256.8, 5
 SE0017'FEET WEST OF THE CENTERLINE OF THE TRACK, ONE FOOT FROM THE
 SE0017'WEST END OF THE CAST-IRON PIPE, AND ABOUT 3 FEET BELOW THE LEVEL
 SE0017'OF THE TRACK.  A CHISELED SQUARE, MARKED 497.9.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1011 ***********************************************************************
 PE1011  DESIGNATION -  498
 PE1011  PID         -  PE1011
 PE1011  STATE/COUNTY-  ME/WALDO
 PE1011  USGS QUAD   -  PALERMO (1979)
 PE1011
 PE1011                         *CURRENT SURVEY CONTROL
 PE1011  ___________________________________________________________________
 PE1011* NAD 83(1986)-  44 22 33.     (N)    069 26 52.     (W)     SCALED    
 PE1011* NAVD 88     -       151.750  (meters)     497.87   (feet)  ADJUSTED  
 PE1011  ___________________________________________________________________
 PE1011  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 PE1011  DYNAMIC HT  -         151.737 (meters)     497.82  (feet)  COMP
 PE1011  MODELED GRAV-     980,529.6   (mgal)                       NAVD 88
 PE1011
 PE1011  VERT ORDER  -  SECOND    CLASS 0
 PE1011
 PE1011.The horizontal coordinates were scaled from a topographic map and have
 PE1011.an estimated accuracy of +/- 6 seconds.
 PE1011
 PE1011.The orthometric height was determined by differential leveling
 PE1011.and adjusted by the National Geodetic Survey in June 1991..
 PE1011
 PE1011.The geoid height was determined by GEOID03.
 PE1011
 PE1011.The dynamic height is computed by dividing the NAVD 88
 PE1011.geopotential number by the normal gravity value computed on the
 PE1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1011.degrees latitude (g = 980.6199 gals.).
 PE1011
 PE1011.The modeled gravity was interpolated from observed gravity values.
 PE1011
 PE1011;                    North         East    Units  Estimated Accuracy
 PE1011;SPC ME E     -    79,230.      224,470.      MT  (+/- 180 meters Scaled)
 PE1011
 PE1011                          SUPERSEDED SURVEY CONTROL
 PE1011
 PE1011  NGVD 29 (??/??/92)  151.966  (m)          498.58   (f) ADJ UNCH    2 0
 PE1011
 PE1011.Superseded values are not recommended for survey control.
 PE1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1011.See file dsdata.txt to determine how the superseded data were derived.
 PE1011
 PE1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK643137(NAD 83)
 PE1011_MARKER: DD = SURVEY DISK
 PE1011_SETTING: 80 = SET IN A BOULDER
 PE1011_SP_SET: BOULDER
 PE1011_STAMPING: MAINE 498 FT
 PE1011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1011+STABILITY: SURFACE MOTION
 PE1011
 PE1011  HISTORY     - Date     Condition        Report By
 PE1011  HISTORY     - UNK      MONUMENTED       USGS
 PE1011  HISTORY     - 1935     GOOD             NGS
 PE1011
 PE1011                          STATION DESCRIPTION
 PE1011
 PE1011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PE1011'2.7 MI E FROM PALERMO.
 PE1011'2.7 MILES EAST ALONG STATE HIGHWAY 3 FROM THE POST OFFICE AT
 PE1011'PALERMO, WALDO COUNTY, AT GREELEY CORNER, 84 YARDS SOUTH OF THE
 PE1011'CENTER OF A ROAD CROSSING, 60 YARDS SOUTHWEST OF THE CENTERLINE
 PE1011'OF THE HIGHWAY, 87.6 FEET SOUTHEAST OF THE SOUTH CORNER OF THE
 PE1011'S.B. JONES HOUSE, AT THE SOUTH EDGE OF AN ORCHARD, AND IN THE
 PE1011'TOP OF A LARGE GRANITE BOULDER.  A UNITED STATES GEOLOGICAL
 PE1011'SURVEY STANDARD DISK, STAMPED MAINE 498 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0797 ***********************************************************************
 PE0797  DESIGNATION -  498
 PE0797  PID         -  PE0797
 PE0797  STATE/COUNTY-  ME/WALDO
 PE0797  USGS QUAD   -  BROOKS WEST (1982)
 PE0797
 PE0797                         *CURRENT SURVEY CONTROL
 PE0797  ___________________________________________________________________
 PE0797* NAD 83(1986)-  44 32 58.     (N)    069 11 03.     (W)     SCALED    
 PE0797* NAVD 88     -       151.723  (meters)     497.78   (feet)  ADJUSTED  
 PE0797  ___________________________________________________________________
 PE0797  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 PE0797  DYNAMIC HT  -         151.710 (meters)     497.74  (feet)  COMP
 PE0797  MODELED GRAV-     980,529.9   (mgal)                       NAVD 88
 PE0797
 PE0797  VERT ORDER  -  SECOND    CLASS 0
 PE0797
 PE0797.The horizontal coordinates were scaled from a topographic map and have
 PE0797.an estimated accuracy of +/- 6 seconds.
 PE0797
 PE0797.The orthometric height was determined by differential leveling
 PE0797.and adjusted by the National Geodetic Survey in June 1991..
 PE0797
 PE0797.The geoid height was determined by GEOID03.
 PE0797
 PE0797.The dynamic height is computed by dividing the NAVD 88
 PE0797.geopotential number by the normal gravity value computed on the
 PE0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0797.degrees latitude (g = 980.6199 gals.).
 PE0797
 PE0797.The modeled gravity was interpolated from observed gravity values.
 PE0797
 PE0797;                    North         East    Units  Estimated Accuracy
 PE0797;SPC ME E     -    98,310.      245,640.      MT  (+/- 180 meters Scaled)
 PE0797
 PE0797                          SUPERSEDED SURVEY CONTROL
 PE0797
 PE0797  NGVD 29 (??/??/92)  151.919  (m)          498.42   (f) ADJ UNCH    2 0
 PE0797
 PE0797.Superseded values are not recommended for survey control.
 PE0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0797.See file dsdata.txt to determine how the superseded data were derived.
 PE0797
 PE0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK853329(NAD 83)
 PE0797_MARKER: DD = SURVEY DISK
 PE0797_SETTING: 80 = SET IN A BOULDER
 PE0797_SP_SET: BOULDER
 PE0797_STAMPING: 498 FT MAINE
 PE0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0797+STABILITY: SURFACE MOTION
 PE0797
 PE0797  HISTORY     - Date     Condition        Report By
 PE0797  HISTORY     - UNK      MONUMENTED       USGS
 PE0797  HISTORY     - 1935     GOOD             NGS
 PE0797
 PE0797                          STATION DESCRIPTION
 PE0797
 PE0797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PE0797'3 MI SE FROM KNOX.
 PE0797'3.0 MILES SOUTHEAST ALONG THE BELFAST AND MOOSEHEAD LAKE RAILROAD
 PE0797'FROM THE STATION AT KNOX, WALDO COUNTY, ABOUT 0.5 MILE WEST OF
 PE0797'MILEPOST 15, 32 FEET EAST OF THE CENTER OF THE CROSSING OF STATE
 PE0797'HIGHWAY 139, 43 FEET NORTH OF THE NORTH RAIL, IN THE TOP OF A
 PE0797'BOULDER, ABOUT 8 FEET LOWER THAN THE TRACK, AND ABOUT 8 INCHES
 PE0797'ABOVE GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 PE0797'STAMPED 498 FT. MAINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0026 ***********************************************************************
 SF0026  DESIGNATION -  498.1
 SF0026  PID         -  SF0026
 SF0026  STATE/COUNTY-  ME/AROOSTOOK
 SF0026  USGS QUAD   -  FRENCHVILLE (1986)
 SF0026
 SF0026                         *CURRENT SURVEY CONTROL
 SF0026  ___________________________________________________________________
 SF0026* NAD 83(1986)-  47 16 52.     (N)    068 22 52.     (W)     SCALED    
 SF0026* NAVD 88     -       151.727  (meters)     497.79   (feet)  ADJUSTED  
 SF0026  ___________________________________________________________________
 SF0026  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 SF0026  DYNAMIC HT  -         151.750 (meters)     497.87  (feet)  COMP
 SF0026  MODELED GRAV-     980,759.6   (mgal)                       NAVD 88
 SF0026
 SF0026  VERT ORDER  -  SECOND    CLASS 0
 SF0026
 SF0026.The horizontal coordinates were scaled from a topographic map and have
 SF0026.an estimated accuracy of +/- 6 seconds.
 SF0026
 SF0026.The orthometric height was determined by differential leveling
 SF0026.and adjusted by the National Geodetic Survey in June 1991..
 SF0026
 SF0026.The geoid height was determined by GEOID03.
 SF0026
 SF0026.The dynamic height is computed by dividing the NAVD 88
 SF0026.geopotential number by the normal gravity value computed on the
 SF0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0026.degrees latitude (g = 980.6199 gals.).
 SF0026
 SF0026.The modeled gravity was interpolated from observed gravity values.
 SF0026
 SF0026;                    North         East    Units  Estimated Accuracy
 SF0026;SPC ME E     -   401,680.      308,990.      MT  (+/- 180 meters Scaled)
 SF0026
 SF0026                          SUPERSEDED SURVEY CONTROL
 SF0026
 SF0026  NGVD 29 (??/??/92)  151.837  (m)          498.15   (f) ADJ UNCH    2 0
 SF0026
 SF0026.Superseded values are not recommended for survey control.
 SF0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0026.See file dsdata.txt to determine how the superseded data were derived.
 SF0026
 SF0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN468365(NAD 83)
 SF0026_MARKER: Q = CHISELED SQUARE
 SF0026_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SF0026_SP_SET: PORCH
 SF0026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SF0026
 SF0026  HISTORY     - Date     Condition        Report By
 SF0026  HISTORY     - UNK      MONUMENTED       USGS
 SF0026  HISTORY     - 1933     GOOD             NGS
 SF0026
 SF0026                          STATION DESCRIPTION
 SF0026
 SF0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 SF0026'AT FRENCHVILLE.
 SF0026'AT FRENCHVILLE, AROOSTOOK COUNTY, ON THE BANGOR AND AROOSTOOK
 SF0026'RAILROAD, 30 YARDS SOUTH OF THE TRACK, AT THE NORTHEAST CORNER
 SF0026'OF THE CONCRETE PORCH OF THE BRANCH OFFICE OF THE VAN BUREN TRUST
 SF0026'CO., 15 YARDS NORTH OF THE CENTERLINE OF U.S. HIGHWAY 1, AND
 SF0026'ABOUT ONE FOOT LOWER THAN THE HIGHWAY.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0643 ***********************************************************************
 RF0643  DESIGNATION -  5 JHS
 RF0643  PID         -  RF0643
 RF0643  STATE/COUNTY-  ME/AROOSTOOK
 RF0643  USGS QUAD   -  UGH LAKE (1986)
 RF0643
 RF0643                         *CURRENT SURVEY CONTROL
 RF0643  ___________________________________________________________________
 RF0643* NAD 83(1986)-  46 40 27.     (N)    069 31 22.     (W)     SCALED    
 RF0643* NAVD 88     -       344.531  (meters)    1130.35   (feet)  ADJUSTED  
 RF0643  ___________________________________________________________________
 RF0643  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 RF0643  DYNAMIC HT  -         344.546 (meters)    1130.40  (feet)  COMP
 RF0643  MODELED GRAV-     980,649.1   (mgal)                       NAVD 88
 RF0643
 RF0643  VERT ORDER  -  SECOND    CLASS II
 RF0643
 RF0643.The horizontal coordinates were scaled from a topographic map and have
 RF0643.an estimated accuracy of +/- 6 seconds.
 RF0643
 RF0643.The orthometric height was determined by differential leveling
 RF0643.and adjusted by the National Geodetic Survey in June 1991..
 RF0643
 RF0643.The geoid height was determined by GEOID03.
 RF0643
 RF0643.The dynamic height is computed by dividing the NAVD 88
 RF0643.geopotential number by the normal gravity value computed on the
 RF0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0643.degrees latitude (g = 980.6199 gals.).
 RF0643
 RF0643.The modeled gravity was interpolated from observed gravity values.
 RF0643
 RF0643;                    North         East    Units  Estimated Accuracy
 RF0643;SPC ME E     -   334,710.      221,750.      MT  (+/- 180 meters Scaled)
 RF0643
 RF0643                          SUPERSEDED SURVEY CONTROL
 RF0643
 RF0643.No superseded survey control is available for this station.
 RF0643
 RF0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM600690(NAD 83)
 RF0643_MARKER: DD = SURVEY DISK
 RF0643_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RF0643+WITH SETTING: INFORMATION.
 RF0643_SP_SET: SHALLOW-SET METAL ROD
 RF0643_STAMPING: 5 JHS 1984
 RF0643_MARK LOGO: USGS  
 RF0643_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RF0643
 RF0643  HISTORY     - Date     Condition        Report By
 RF0643  HISTORY     - 1984     MONUMENTED       USGS-M
 RF0643
 RF0643                          STATION DESCRIPTION
 RF0643
 RF0643'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1984
 RF0643'4.4 MI NORTH FROM CLAYTON LAKE.
 RF0643'CLAYTON LAKE POST OFFICE, 4.8 MI (7.7 KM) N. OF, ALONG RD.,
 RF0643'0.8 MI (1.3 KM) N. AND 2.8 MI (4.5 KM) W. OF SE. COR. T. 12, R. 14
 RF0643'WELS, 46 FT (14 M) SE. THENCE 48 FT (14.6 M) SW. AND 1.2 FT (0.4 M)
 RF0643'HIGHER THAN X-RDS., 2 FT (0.61 M) N. OF WITNESS POST, A STANDARD ROD
 RF0643'SUPPORTED TABLET CENTERED IN PLASTIC PIPE AT GROUND LEVEL.
 RF0643'THE MARK IS 1.2 FT ABOVE THE CROSS ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0603 ***********************************************************************
 RF0603  DESIGNATION -  5 JHS USGS
 RF0603  PID         -  RF0603
 RF0603  STATE/COUNTY-  ME/AROOSTOOK
 RF0603  USGS QUAD   -  FARRAR POND (1985)
 RF0603
 RF0603                         *CURRENT SURVEY CONTROL
 RF0603  ___________________________________________________________________
 RF0603* NAD 83(1986)-  46 43 32.     (N)    068 53 11.     (W)     SCALED    
 RF0603* NAVD 88     -       317.966  (meters)    1043.19   (feet)  ADJUSTED  
 RF0603  ___________________________________________________________________
 RF0603  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 RF0603  DYNAMIC HT  -         317.989 (meters)    1043.27  (feet)  COMP
 RF0603  MODELED GRAV-     980,677.7   (mgal)                       NAVD 88
 RF0603
 RF0603  VERT ORDER  -  SECOND    CLASS II
 RF0603
 RF0603.The horizontal coordinates were scaled from a topographic map and have
 RF0603.an estimated accuracy of +/- 6 seconds.
 RF0603
 RF0603.The orthometric height was determined by differential leveling
 RF0603.and adjusted by the National Geodetic Survey in June 1991..
 RF0603
 RF0603.The geoid height was determined by GEOID03.
 RF0603
 RF0603.The dynamic height is computed by dividing the NAVD 88
 RF0603.geopotential number by the normal gravity value computed on the
 RF0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0603.degrees latitude (g = 980.6199 gals.).
 RF0603
 RF0603.The modeled gravity was interpolated from observed gravity values.
 RF0603
 RF0603;                    North         East    Units  Estimated Accuracy
 RF0603;SPC ME E     -   339,990.      270,470.      MT  (+/- 180 meters Scaled)
 RF0603
 RF0603                          SUPERSEDED SURVEY CONTROL
 RF0603
 RF0603.No superseded survey control is available for this station.
 RF0603
 RF0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM086746(NAD 83)
 RF0603_MARKER: DB = BENCH MARK DISK
 RF0603_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RF0603_SP_SET: COPPER-CLAD STEEL ROD
 RF0603_STAMPING: 5 JHS 1983
 RF0603_MARK LOGO: USGS  
 RF0603_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0603
 RF0603  HISTORY     - Date     Condition        Report By
 RF0603  HISTORY     - 1983     MONUMENTED       USGS-M
 RF0603
 RF0603                          STATION DESCRIPTION
 RF0603
 RF0603'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1983
 RF0603'27 MI WNW FROM ASHLAND.
 RF0603'22.3 MI (35.9 KM) WEST ALONG AMERICAN REALTY ROAD FROM ASHLAND, THENCE
 RF0603'4.8 MI (7.7 KM) NORTHWEST ALONG ROAD FROM ITS JUNCTION WITH AMERICAN
 RF0603'REALTY ROAD NEAR NORTHWEST CORNER OF BIG MACHIAS LAKE, ABOUT 4.4 MI
 RF0603'(7.1 KM) NORTH AND 2.8 MI (4.5 KM) WEST OF SOUTHEAST CORNER OF T. 12
 RF0603'R. 9 WELS., 47 FT (14.3 M) SOUTH OF ROAD, ABOUT 22 FT (6.7 M) EAST OF
 RF0603'DIM TRAIL LEADING SOUTHWEST, 9 FT (2.7 M) SOUTH OF A WITNESS POST, 4
 RF0603'FT (1.2 M) ABOVE THE ROAD, A ROD SUPPORTED USGS TABLET CENTERED IN
 RF0603'WHITE PLASTIC PIPE PROJECTING 0.4 FT (0.12 M) AND STAMPED 5 JHS 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1149 ***********************************************************************
 QG1149  DESIGNATION -  5 WA USGS
 QG1149  PID         -  QG1149
 QG1149  STATE/COUNTY-  ME/PENOBSCOT
 QG1149  USGS QUAD   -  SEBOEIS (1988)
 QG1149
 QG1149                         *CURRENT SURVEY CONTROL
 QG1149  ___________________________________________________________________
 QG1149* NAD 83(1986)-  45 19 14.     (N)    068 42 00.     (W)     SCALED    
 QG1149* NAVD 88     -        74.161  (meters)     243.31   (feet)  ADJUSTED  
 QG1149  ___________________________________________________________________
 QG1149  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 QG1149  DYNAMIC HT  -          74.161 (meters)     243.31  (feet)  COMP
 QG1149  MODELED GRAV-     980,613.7   (mgal)                       NAVD 88
 QG1149
 QG1149  VERT ORDER  -  FIRST     CLASS II
 QG1149
 QG1149.The horizontal coordinates were scaled from a topographic map and have
 QG1149.an estimated accuracy of +/- 6 seconds.
 QG1149
 QG1149.The orthometric height was determined by differential leveling
 QG1149.and adjusted by the National Geodetic Survey in June 1991..
 QG1149
 QG1149.The geoid height was determined by GEOID03.
 QG1149
 QG1149.The dynamic height is computed by dividing the NAVD 88
 QG1149.geopotential number by the normal gravity value computed on the
 QG1149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1149.degrees latitude (g = 980.6199 gals.).
 QG1149
 QG1149.The modeled gravity was interpolated from observed gravity values.
 QG1149
 QG1149;                    North         East    Units  Estimated Accuracy
 QG1149;SPC ME E     -   183,780.      284,320.      MT  (+/- 180 meters Scaled)
 QG1149
 QG1149                          SUPERSEDED SURVEY CONTROL
 QG1149
 QG1149.No superseded survey control is available for this station.
 QG1149
 QG1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL235186(NAD 83)
 QG1149_MARKER: DB = BENCH MARK DISK
 QG1149_SETTING: 80 = SET IN A BOULDER
 QG1149_SP_SET: BOULDER
 QG1149_STAMPING: 5WA 1931
 QG1149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG1149+STABILITY: SURFACE MOTION
 QG1149
 QG1149  HISTORY     - Date     Condition        Report By
 QG1149  HISTORY     - 1931     MONUMENTED       USGS
 QG1149  HISTORY     - 1978     GOOD             NGS
 QG1149
 QG1149                          STATION DESCRIPTION
 QG1149
 QG1149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1149'6.8 MI NW FROM HOWLAND.
 QG1149'2.2 MILES WEST ALONG STATE HIGHWAY 116 FROM THE NORTH END OF THE STATE
 QG1149'HIGHWAY 116 BRIDGE ACROSS THE PISCATAQUIS RIVER AT HOWLAND TO THE
 QG1149'Y-JUNCTION OF OLD STATE HIGHWAY 16, THENCE 1.5 MILES WEST ALONG OLD
 QG1149'STATE HIGHWAY 16 TO A PAVED ROAD LEADING NORTH, THENCE 3.1 MILES
 QG1149'NORTH ALONG THE PAVED ROAD, 79.4 FT. SOUTH OF THE CENTER LINE OF A
 QG1149'DIRT ROAD LEADING WEST, 25.5 FT. WEST OF THE CENTER LINE OF THE PAVED
 QG1149'ROAD, 8.8 FT. NORTH OF TELEPHONE POLE 224 67.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0151 ***********************************************************************
 SF0151  DESIGNATION -  50 JHS
 SF0151  PID         -  SF0151
 SF0151  STATE/COUNTY-  ME/AROOSTOOK
 SF0151  USGS QUAD   -  BIG RAPIDS (1986)
 SF0151
 SF0151                         *CURRENT SURVEY CONTROL
 SF0151  ___________________________________________________________________
 SF0151* NAD 83(1986)-  47 03 50.     (N)    069 14 41.     (W)     SCALED    
 SF0151* NAVD 88     -       212.080  (meters)     695.80   (feet)  ADJUSTED  
 SF0151  ___________________________________________________________________
 SF0151  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 SF0151  DYNAMIC HT  -         212.101 (meters)     695.87  (feet)  COMP
 SF0151  MODELED GRAV-     980,705.7   (mgal)                       NAVD 88
 SF0151
 SF0151  VERT ORDER  -  SECOND    CLASS II
 SF0151
 SF0151.The horizontal coordinates were scaled from a topographic map and have
 SF0151.an estimated accuracy of +/- 6 seconds.
 SF0151
 SF0151.The orthometric height was determined by differential leveling
 SF0151.and adjusted by the National Geodetic Survey in June 1991..
 SF0151
 SF0151.The geoid height was determined by GEOID03.
 SF0151
 SF0151.The dynamic height is computed by dividing the NAVD 88
 SF0151.geopotential number by the normal gravity value computed on the
 SF0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0151.degrees latitude (g = 980.6199 gals.).
 SF0151
 SF0151.The modeled gravity was interpolated from observed gravity values.
 SF0151
 SF0151;                    North         East    Units  Estimated Accuracy
 SF0151;SPC ME E     -   377,800.      243,430.      MT  (+/- 180 meters Scaled)
 SF0151
 SF0151                          SUPERSEDED SURVEY CONTROL
 SF0151
 SF0151.No superseded survey control is available for this station.
 SF0151
 SF0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN814122(NAD 83)
 SF0151_MARKER: DD = SURVEY DISK
 SF0151_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 SF0151+WITH SETTING: INFORMATION.
 SF0151_SP_SET: SHALLOW-SET METAL ROD
 SF0151_STAMPING: 50 JHS 1984
 SF0151_MARK LOGO: USGS  
 SF0151_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0151
 SF0151  HISTORY     - Date     Condition        Report By
 SF0151  HISTORY     - 1984     MONUMENTED       USGS-M
 SF0151
 SF0151                          STATION DESCRIPTION
 SF0151
 SF0151'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1984
 SF0151'8.0 MI WSW FROM DICKEY.
 SF0151'DICKEY BRIDGE COVER ST. JOHN RIVER), 0.8 MI (1.3 KM) NW. THENCE
 SF0151'9.1 MI (14.7 KM) SW. OF ALONG RD. THAT GENERALLY FOLLOWS PARALLEL
 SF0151'WITH ST. JOHN RIVER, ABOUT 2.6 MI (4.2 KM) S. AND 1.7 MI (2.7 KM) W.
 SF0151'OF NE. COR. OF T. 16, R. 12, WELS, ABOUT 200 FT (61 M) SE. OF BRIDGE
 SF0151'OVER FOX BROOK, 90 FT (27.4 M) SE. THENCE 20 FT (6.1 M) NE. AND 0.5
 SF0151'FT (15.2 CM) HIGHER THAN RD. AT ENTRANCE TO CAMPSITE SE. AT N. EDGE
 SF0151'OF CAMPSITE 2.9 FT (0.88 M) SW. OF AN 18 IN. (WHITE PINE TREE) 3.6
 SF0151'FT (1.1 M) NE. OF A WITNESS POST, A STANDARD ROD SUPPORTED TABLET
 SF0151'CENTERED IN PLASTIC PIPE.
 SF0151'THE MARK IS 0.5 FT ABOVE THE ENTRANCE TO CAMPSITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0114 ***********************************************************************
 PD0114  DESIGNATION -  50 USGS
 PD0114  PID         -  PD0114
 PD0114  STATE/COUNTY-  ME/WASHINGTON
 PD0114  USGS QUAD   -  MACHIAS BAY (1993)
 PD0114
 PD0114                         *CURRENT SURVEY CONTROL
 PD0114  ___________________________________________________________________
 PD0114* NAD 83(1986)-  44 42 10.     (N)    067 21 06.     (W)     SCALED    
 PD0114* NAVD 88     -        15.005  (meters)      49.23   (feet)  POSTED    
 PD0114  ___________________________________________________________________
 PD0114  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 PD0114  DYNAMIC HT  -          15.000 (meters)      49.21  (feet)  COMP
 PD0114  MODELED GRAV-     980,599.6   (mgal)                       NAVD 88
 PD0114
 PD0114  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 PD0114
 PD0114.The horizontal coordinates were scaled from a topographic map and have
 PD0114.an estimated accuracy of +/- 6 seconds.
 PD0114
 PD0114.The orthometric height was determined by differential leveling
 PD0114.and adjusted by the National Geodetic Survey in 1992..
 PD0114.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 PD0114.rate of 4.1 thru 8.0 mm/km.
 PD0114
 PD0114.The geoid height was determined by GEOID03.
 PD0114
 PD0114.The dynamic height is computed by dividing the NAVD 88
 PD0114.geopotential number by the normal gravity value computed on the
 PD0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0114.degrees latitude (g = 980.6199 gals.).
 PD0114
 PD0114.The modeled gravity was interpolated from observed gravity values.
 PD0114
 PD0114;                    North         East    Units  Estimated Accuracy
 PD0114;SPC ME E     -   115,760.      391,000.      MT  (+/- 180 meters Scaled)
 PD0114
 PD0114                          SUPERSEDED SURVEY CONTROL
 PD0114
 PD0114  NGVD 29 (??/??/92)   15.193  (m)           49.85   (f) ADJ UNCH    2 0
 PD0114
 PD0114.Superseded values are not recommended for survey control.
 PD0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0114.See file dsdata.txt to determine how the superseded data were derived.
 PD0114
 PD0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK305512(NAD 83)
 PD0114_MARKER: DD = SURVEY DISK
 PD0114_SETTING: 66 = SET IN ROCK OUTCROP
 PD0114_SP_SET: ROCK OUTCROP
 PD0114_STAMPING: MAINE 1917 50
 PD0114_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0114+STABILITY: POSITION/ELEVATION WELL
 PD0114
 PD0114  HISTORY     - Date     Condition        Report By
 PD0114  HISTORY     - 1917     MONUMENTED       USGS
 PD0114  HISTORY     - 1935     GOOD             NGS
 PD0114  HISTORY     - 1946     GOOD             NGS
 PD0114  HISTORY     - 1978     MARK NOT FOUND   NGS
 PD0114
 PD0114                          STATION DESCRIPTION
 PD0114
 PD0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PD0114'3.5 MI SE FROM EAST MACHIAS.
 PD0114'3.5 MILES SOUTHEAST ALONG STATE HIGHWAY 191 FROM THE JUNCTION OF
 PD0114'U.S. HIGHWAY 1 AT EAST MACHIAS, WASHINGTON COUNTY, ABOUT 31 YARDS
 PD0114'SOUTHEAST OF THE H.G. ROBINSON HOUSE, AT THE SOUTHEAST END OF A
 PD0114'SMALL FILL, 21 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 PD0114'IN THE TOP OF A ROCK OUTCROP, AND ABOUT 1 FOOT LOWER THAN THE
 PD0114'HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 PD0114'STAMPED MAINE 1917 50.
 PD0114
 PD0114                          STATION RECOVERY (1946)
 PD0114
 PD0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 PD0114'RECOVERED IN GOOD CONDITION.
 PD0114
 PD0114                          STATION RECOVERY (1978)
 PD0114
 PD0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PD0114'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0026 ***********************************************************************
 PF0026  DESIGNATION -  501.8
 PF0026  PID         -  PF0026
 PF0026  STATE/COUNTY-  ME/FRANKLIN
 PF0026  USGS QUAD   -  PHILLIPS (1984)
 PF0026
 PF0026                         *CURRENT SURVEY CONTROL
 PF0026  ___________________________________________________________________
 PF0026* NAD 83(1986)-  44 48 14.     (N)    070 16 53.     (W)     SCALED    
 PF0026* NAVD 88     -       152.937  (meters)     501.76   (feet)  ADJUSTED  
 PF0026  ___________________________________________________________________
 PF0026  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 PF0026  DYNAMIC HT  -         152.923 (meters)     501.71  (feet)  COMP
 PF0026  MODELED GRAV-     980,523.6   (mgal)                       NAVD 88
 PF0026
 PF0026  VERT ORDER  -  SECOND    CLASS 0
 PF0026
 PF0026.The horizontal coordinates were scaled from a topographic map and have
 PF0026.an estimated accuracy of +/- 6 seconds.
 PF0026
 PF0026.The orthometric height was determined by differential leveling
 PF0026.and adjusted by the National Geodetic Survey in June 1991..
 PF0026
 PF0026.The geoid height was determined by GEOID03.
 PF0026
 PF0026.The dynamic height is computed by dividing the NAVD 88
 PF0026.geopotential number by the normal gravity value computed on the
 PF0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0026.degrees latitude (g = 980.6199 gals.).
 PF0026
 PF0026.The modeled gravity was interpolated from observed gravity values.
 PF0026
 PF0026;                    North         East    Units  Estimated Accuracy
 PF0026;SPC ME W     -   218,950.      890,920.      MT  (+/- 180 meters Scaled)
 PF0026
 PF0026                          SUPERSEDED SURVEY CONTROL
 PF0026
 PF0026  NGVD 29 (??/??/92)  153.081  (m)          502.23   (f) ADJ UNCH    2 0
 PF0026
 PF0026.Superseded values are not recommended for survey control.
 PF0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0026.See file dsdata.txt to determine how the superseded data were derived.
 PF0026
 PF0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK986619(NAD 83)
 PF0026_MARKER: DD = SURVEY DISK
 PF0026_SETTING: 80 = SET IN A BOULDER
 PF0026_SP_SET: BOULDER
 PF0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0026+STABILITY: SURFACE MOTION
 PF0026
 PF0026  HISTORY     - Date     Condition        Report By
 PF0026  HISTORY     - UNK      MONUMENTED       USGS
 PF0026  HISTORY     - 1933     GOOD             NGS
 PF0026  HISTORY     - 1934     GOOD             NGS
 PF0026
 PF0026                          STATION DESCRIPTION
 PF0026
 PF0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PF0026'3.8 MI SE FROM PHILLIPS.
 PF0026'3.8 MILES SOUTHEAST ALONG THE OLD ROADBED OF THE ABANDONED
 PF0026'SANDY RIVER AND RANGELEY LAKES RAILROAD FROM PHILLIPS, FRANKLIN
 PF0026'COUNTY, 200 YARDS EAST OF A SMALL YELLOW (IN 1933) FARMHOUSE,
 PF0026'AT THE WEST END OF A CUT ON THE NORTH SIDE OF THE ROADBED, 5
 PF0026'YARDS SOUTH OF THE CENTER LINE OF THE ROADBED, IN THE TOP
 PF0026'OF A SMALL BOULDER, AND ABOUT 1 FOOT LOWER THAN THE OLD ROADBED.
 PF0026'A DRILL HOLE.
 PF0026
 PF0026                          STATION RECOVERY (1934)
 PF0026
 PF0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PF0026'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0023 ***********************************************************************
 SF0023  DESIGNATION -  503.9
 SF0023  PID         -  SF0023
 SF0023  STATE/COUNTY-  ME/AROOSTOOK
 SF0023  USGS QUAD   -  MADAWASKA (1986)
 SF0023
 SF0023                         *CURRENT SURVEY CONTROL
 SF0023  ___________________________________________________________________
 SF0023* NAD 83(1986)-  47 21 29.     (N)    068 19 41.     (W)     SCALED    
 SF0023* NAVD 88     -       153.46   (+/-2cm)     503.5    (feet)  VERTCON   
 SF0023  ___________________________________________________________________
 SF0023  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 SF0023
 SF0023  VERT ORDER  -  ? (See Below)
 SF0023
 SF0023.The horizontal coordinates were scaled from a topographic map and have
 SF0023.an estimated accuracy of +/- 6 seconds.
 SF0023
 SF0023.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0023.The vertical order pertains to the NGVD 29 superseded value.
 SF0023
 SF0023.The geoid height was determined by GEOID03.
 SF0023
 SF0023;                    North         East    Units  Estimated Accuracy
 SF0023;SPC ME E     -   410,240.      312,990.      MT  (+/- 180 meters Scaled)
 SF0023
 SF0023                          SUPERSEDED SURVEY CONTROL
 SF0023
 SF0023  NGVD 29 (??/??/92)  153.583  (m)          503.88   (f) ADJ UNCH    ?  
 SF0023
 SF0023.Superseded values are not recommended for survey control.
 SF0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0023.See file dsdata.txt to determine how the superseded data were derived.
 SF0023
 SF0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN507451(NAD 83)
 SF0023_MARKER: Q = CHISELED SQUARE
 SF0023_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SF0023_SP_SET: FOOTING
 SF0023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0023
 SF0023  HISTORY     - Date     Condition        Report By
 SF0023  HISTORY     - UNK      MONUMENTED       USGS
 SF0023  HISTORY     - 1933     GOOD             NGS
 SF0023
 SF0023                          STATION DESCRIPTION
 SF0023
 SF0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 SF0023'AT MADAWASKA.
 SF0023'AT MADAWASKA, AROOSTOOK COUNTY, ON THE BANGOR AND AROOSTOOK
 SF0023'RAILROAD, AT THE INTERNATIONAL BRIDGE LEADING ACROSS THE
 SF0023'UNITED STATES-CANADIAN BORDER, ON THE TOP OF THE SOUTHEAST CORNER
 SF0023'OF THE CONCRETE FOOTING OF THE CUSTOMSHOUSE ENTRANCE TO THE
 SF0023'BRIDGE, 10 YARDS NORTH OF THE CENTERLINE OF THE TRACK, AND ABOUT
 SF0023'ONE FOOT HIGHER THAN THE TRACK.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0023 ***********************************************************************
 PF0023  DESIGNATION -  504.5
 PF0023  PID         -  PF0023
 PF0023  STATE/COUNTY-  ME/FRANKLIN
 PF0023  USGS QUAD   -  PHILLIPS (1984)
 PF0023
 PF0023                         *CURRENT SURVEY CONTROL
 PF0023  ___________________________________________________________________
 PF0023* NAD 83(1986)-  44 48 13.     (N)    070 15 17.     (W)     SCALED    
 PF0023* NAVD 88     -       153.776  (meters)     504.51   (feet)  ADJUSTED  
 PF0023  ___________________________________________________________________
 PF0023  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 PF0023  DYNAMIC HT  -         153.762 (meters)     504.47  (feet)  COMP
 PF0023  MODELED GRAV-     980,529.8   (mgal)                       NAVD 88
 PF0023
 PF0023  VERT ORDER  -  SECOND    CLASS 0
 PF0023
 PF0023.The horizontal coordinates were scaled from a topographic map and have
 PF0023.an estimated accuracy of +/- 6 seconds.
 PF0023
 PF0023.The orthometric height was determined by differential leveling
 PF0023.and adjusted by the National Geodetic Survey in June 1991..
 PF0023
 PF0023.The geoid height was determined by GEOID03.
 PF0023
 PF0023.The dynamic height is computed by dividing the NAVD 88
 PF0023.geopotential number by the normal gravity value computed on the
 PF0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0023.degrees latitude (g = 980.6199 gals.).
 PF0023
 PF0023.The modeled gravity was interpolated from observed gravity values.
 PF0023
 PF0023;                    North         East    Units  Estimated Accuracy
 PF0023;SPC ME W     -   218,910.      893,030.      MT  (+/- 180 meters Scaled)
 PF0023
 PF0023                          SUPERSEDED SURVEY CONTROL
 PF0023
 PF0023  NGVD 29 (??/??/92)  153.921  (m)          504.99   (f) ADJ UNCH    2 0
 PF0023
 PF0023.Superseded values are not recommended for survey control.
 PF0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0023.See file dsdata.txt to determine how the superseded data were derived.
 PF0023
 PF0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK007619(NAD 83)
 PF0023_MARKER: DD = SURVEY DISK
 PF0023_SETTING: 80 = SET IN A BOULDER
 PF0023_SP_SET: BOULDER
 PF0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0023+STABILITY: SURFACE MOTION
 PF0023
 PF0023  HISTORY     - Date     Condition        Report By
 PF0023  HISTORY     - UNK      MONUMENTED       USGS
 PF0023  HISTORY     - 1933     GOOD             NGS
 PF0023  HISTORY     - 1934     GOOD             NGS
 PF0023
 PF0023                          STATION DESCRIPTION
 PF0023
 PF0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PF0023'2.1 MI W FROM STRONG.
 PF0023'2.1 MILES WEST ALONG THE OLD ROADBED OF THE ABANDONED SANDY
 PF0023'RIVER AND RANGELEY LAKES RAILROAD FROM STRONG, FRANKLIN COUNTY,
 PF0023'100 YARDS SOUTH OF A LARGE BARN AND SILO, 5 YARDS NORTH OF THE
 PF0023'CENTER LINE OF THE OLD ROADBED, IN THE TOP OF A SMALL ROUND
 PF0023'BOULDER, AND ABOUT 1 FOOT LOWER THAN THE ROADBED.  A DRILL
 PF0023'HOLE.
 PF0023
 PF0023                          STATION RECOVERY (1934)
 PF0023
 PF0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PF0023'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0408 ***********************************************************************
 SF0408  DESIGNATION -  5079 NB SURVEYS 1968 IBC 1976
 SF0408  PID         -  SF0408
 SF0408  STATE/COUNTY-  ME/AROOSTOOK
 SF0408  USGS QUAD   -  FORT KENT NORTH (1985)
 SF0408
 SF0408                         *CURRENT SURVEY CONTROL
 SF0408  ___________________________________________________________________
 SF0408* NAD 83(1996)-  47 17 59.70744(N)    068 31 10.74310(W)     ADJUSTED  
 SF0408* NAVD 88     -       171.     (meters)     561.     (feet)  SCALED    
 SF0408  ___________________________________________________________________
 SF0408  LAPLACE CORR-           6.34  (seconds)                    DEFLEC99
 SF0408  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 SF0408
 SF0408  HORZ ORDER  -  THIRD
 SF0408
 SF0408.The horizontal coordinates were established by classical geodetic methods
 SF0408.and adjusted by the National Geodetic Survey in March 1998..
 SF0408.No horizontal observational check was made to the station.
 SF0408
 SF0408.The orthometric height was scaled from a topographic map.
 SF0408
 SF0408.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0408
 SF0408.The geoid height was determined by GEOID03.
 SF0408
 SF0408;                    North         East     Units Scale Factor Converg.
 SF0408;SPC ME E     -   403,763.871   298,513.967   MT  0.99990003   -0 00 52.0
 SF0408;UTM  19      - 5,238,605.739   536,313.929   MT  0.99961621   +0 21 10.9
 SF0408
 SF0408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0408!SPC ME E     -   0.99997696  x   0.99990003  =   0.99987699
 SF0408!UTM  19      -   0.99997696  x   0.99961621  =   0.99959318
 SF0408
 SF0408                          SUPERSEDED SURVEY CONTROL
 SF0408
 SF0408  NAD 83(1992)-  47 17 59.70240(N)    068 31 10.73983(W) AD(       ) 3
 SF0408  NAD 83(1986)-  47 17 59.70929(N)    068 31 10.73395(W) AD(       ) 3
 SF0408  NAD 27      -  47 17 59.56696(N)    068 31 12.56997(W) AD(       ) 3
 SF0408
 SF0408.Superseded values are not recommended for survey control.
 SF0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0408.See file dsdata.txt to determine how the superseded data were derived.
 SF0408
 SF0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN3631438606(NAD 83)
 SF0408_MARKER: Z = SEE DESCRIPTION
 SF0408_SETTING: 0 = UNSPECIFIED SETTING
 SF0408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0408
 SF0408  HISTORY     - Date     Condition        Report By
 SF0408  HISTORY     - 1976     MONUMENTED       IBC
 SF0408
 SF0408                          STATION DESCRIPTION
 SF0408
 SF0408'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1976 (CRM)
 SF0408'THE STATION IS LOCATED ABOUT 1/2 MILE WEST-SOUTHWEST OF BAKER
 SF0408'BROOK, NEW BRUNSWICK, ON A LOW, ROCK OUTCROP IN PASTURE LAND, AND
 SF0408'ON PROPERTY OWNED BY MR. CARMEL NADEAU.
 SF0408'
 SF0408'TO REACH FROM THE SAINT COEUR DE MARIE CATHOLIC CHURCH IN BAKER
 SF0408'BROOK, GO WEST-SOUTHWEST ON PROVINCIAL ROUTE 120 FOR 0.2 MILE TO
 SF0408'THE NADEAU FARM HOUSE ON THE RIGHT.  TURN RIGHT AND GO NORTHERLY
 SF0408'ON A DRIVEWAY, PASSING BETWEEN THE HOUSE AND A BARN, FOR 0.05 MILE
 SF0408'TO A RAILROAD TRACK.  CROSS THE TRACK AND GO NORTHWEST, ON A
 SF0408'FIELD ROAD, FOR 0.1 MILE TO THE STATION ON THE LEFT, SOUTHWEST,
 SF0408'SIDE OF THE ROAD.
 SF0408'
 SF0408'THE STATION MARK, STAMPED 5079, IS A NEW BRUNSWICK SURVEYS DISK
 SF0408'CEMENTED IN A DRILL HOLE IN THE CONCRETE BASE OF REFERENCE MONUMENT
 SF0408'C-73.  REFERENCE MONUMENT C-73 IS A 10-INCH SQUARE, CONCRETE SPIKE
 SF0408'THAT PROJECTS 18 INCHES ABOVE A 3-FOOT SQUARE, CONCRETE
 SF0408'BASE.  OVERALL IT PROJECTS 3 FEET.  CANADA, NO 73, AND 1910 IS
 SF0408'CAST IN THE CONCRETE BASE.  IT IS 81 FEET SOUTHWEST OF THE
 SF0408'CENTERLINE OF THE FIELD ROAD.
 SF0408'
 SF0408'A TRAVERSE TIE WAS MADE TO THIS STATION FROM REFERENCE MONUMENT
 SF0408'C-73, THE DISTANCE BEING 1.03 FEET OR 0.314 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0378 ***********************************************************************
 SF0378  DESIGNATION -  5092 NB SURVEYS 1968 IBC 1976
 SF0378  PID         -  SF0378
 SF0378  STATE/COUNTY-  ME/AROOSTOOK
 SF0378  USGS QUAD   -  FORT KENT NORTH (1985)
 SF0378
 SF0378                         *CURRENT SURVEY CONTROL
 SF0378  ___________________________________________________________________
 SF0378* NAD 83(1996)-  47 18 12.12369(N)    068 30 10.84667(W)     ADJUSTED  
 SF0378* NAVD 88     -       164.     (meters)     538.     (feet)  SCALED    
 SF0378  ___________________________________________________________________
 SF0378  LAPLACE CORR-           6.52  (seconds)                    DEFLEC99
 SF0378  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 SF0378
 SF0378  HORZ ORDER  -  THIRD
 SF0378
 SF0378.The horizontal coordinates were established by classical geodetic methods
 SF0378.and adjusted by the National Geodetic Survey in March 1998..
 SF0378.No horizontal observational check was made to the station.
 SF0378
 SF0378.The orthometric height was scaled from a topographic map.
 SF0378
 SF0378.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0378
 SF0378.The geoid height was determined by GEOID03.
 SF0378
 SF0378;                    North         East     Units Scale Factor Converg.
 SF0378;SPC ME E     -   404,147.093   299,772.169   MT  0.99990000   -0 00 08.0
 SF0378;UTM  19      - 5,238,996.913   537,569.292   MT  0.99961735   +0 21 55.0
 SF0378
 SF0378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0378!SPC ME E     -   0.99997812  x   0.99990000  =   0.99987812
 SF0378!UTM  19      -   0.99997812  x   0.99961735  =   0.99959547
 SF0378
 SF0378                          SUPERSEDED SURVEY CONTROL
 SF0378
 SF0378  NAD 83(1992)-  47 18 12.11876(N)    068 30 10.84339(W) AD(       ) 3
 SF0378  NAD 83(1986)-  47 18 12.12561(N)    068 30 10.83738(W) AD(       ) 3
 SF0378  NAD 27      -  47 18 11.98276(N)    068 30 12.67442(W) AD(       ) 3
 SF0378
 SF0378.Superseded values are not recommended for survey control.
 SF0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0378.See file dsdata.txt to determine how the superseded data were derived.
 SF0378
 SF0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN3756938997(NAD 83)
 SF0378_MARKER: Z = SEE DESCRIPTION
 SF0378_SETTING: 0 = UNSPECIFIED SETTING
 SF0378_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0378
 SF0378  HISTORY     - Date     Condition        Report By
 SF0378  HISTORY     - 1976     MONUMENTED       IBC
 SF0378
 SF0378                          STATION DESCRIPTION
 SF0378
 SF0378'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1976 (CRM)
 SF0378'THE STATION IS LOCATED IN THE EAST PART OF BAKER BROOK, NEW
 SF0378'BRUNSWICK, ON A LARGE ROCK OUTCROP, NEAR A LARGE WOODEN CROSS, AND
 SF0378'ON PROPERTY OWNED BY MRS. SIMONE BONSSANT OF EDMUNDSTON, NEW
 SF0378'BRUNSWICK.
 SF0378'
 SF0378'TO REACH FROM THE SAINT COEUR DE MARIE CATHOLIC CHURCH IN BAKER
 SF0378'BROOK, GO EASTERLY ON PROVINCIAL ROUTE 120 FOR 0.65 MILE TO THE
 SF0378'STATION ON THE LEFT, NORTH, SIDE OF THE HIGHWAY.
 SF0378'
 SF0378'THE STATION MARK, STAMPED 5092, IS A NEW BRUNSWICK SURVEYS DISK
 SF0378'CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS 5.2 FEET SOUTHWEST OF
 SF0378'THE WOODEN CROSS.
 SF0378'
 SF0378'THIS DISK WAS SET BY NEW BRUNSWICK SURVEYS IN 1968 OR 1969.
 SF0378'
 SF0378'A TRAVERSE TIE WAS MADE TO THIS STATION FROM REFERENCE MONUMENT
 SF0378'C-72A-76, THE DISTANCE BEING 21.84 FEET OR 6.654 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0152 ***********************************************************************
 SF0152  DESIGNATION -  51 JHS
 SF0152  PID         -  SF0152
 SF0152  STATE/COUNTY-  ME/AROOSTOOK
 SF0152  USGS QUAD   -  BIG RAPIDS (1986)
 SF0152
 SF0152                         *CURRENT SURVEY CONTROL
 SF0152  ___________________________________________________________________
 SF0152* NAD 83(1986)-  47 04 49.     (N)    069 14 16.     (W)     SCALED    
 SF0152* NAVD 88     -       207.036  (meters)     679.25   (feet)  ADJUSTED  
 SF0152  ___________________________________________________________________
 SF0152  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 SF0152  DYNAMIC HT  -         207.056 (meters)     679.32  (feet)  COMP
 SF0152  MODELED GRAV-     980,706.0   (mgal)                       NAVD 88
 SF0152
 SF0152  VERT ORDER  -  SECOND    CLASS II
 SF0152
 SF0152.The horizontal coordinates were scaled from a topographic map and have
 SF0152.an estimated accuracy of +/- 6 seconds.
 SF0152
 SF0152.The orthometric height was determined by differential leveling
 SF0152.and adjusted by the National Geodetic Survey in June 1991..
 SF0152
 SF0152.The geoid height was determined by GEOID03.
 SF0152
 SF0152.The dynamic height is computed by dividing the NAVD 88
 SF0152.geopotential number by the normal gravity value computed on the
 SF0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0152.degrees latitude (g = 980.6199 gals.).
 SF0152
 SF0152.The modeled gravity was interpolated from observed gravity values.
 SF0152
 SF0152;                    North         East    Units  Estimated Accuracy
 SF0152;SPC ME E     -   379,610.      243,980.      MT  (+/- 180 meters Scaled)
 SF0152
 SF0152                          SUPERSEDED SURVEY CONTROL
 SF0152
 SF0152.No superseded survey control is available for this station.
 SF0152
 SF0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN819141(NAD 83)
 SF0152_MARKER: DD = SURVEY DISK
 SF0152_SETTING: 66 = SET IN ROCK OUTCROP
 SF0152_SP_SET: ROCK OUTCROP
 SF0152_STAMPING: 51 JHS 1984
 SF0152_MARK LOGO: USGS  
 SF0152_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SF0152+STABILITY: POSITION/ELEVATION WELL
 SF0152
 SF0152  HISTORY     - Date     Condition        Report By
 SF0152  HISTORY     - 1984     MONUMENTED       USGS-M
 SF0152
 SF0152                          STATION DESCRIPTION
 SF0152
 SF0152'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1984
 SF0152'7.3 MI WSW FROM DICKEY.
 SF0152'DICKEY BRIDGE (OVER ST. JOHN RIVER), 0.8 MI (1.3 KM) NW. THENCE
 SF0152'7.9 MI (12.7 KM) SW. OF, ALONG RD. THAT GENERALLY FOLLOWS PARALLEL
 SF0152'WITH ST. JOHN RIVER, ABOUT 1.6 MI (2.6 KM) S. AND 1.2 MI (1.9 KM) W.
 SF0152'OF NE. COR. OF T. 16, R. 12, WELS, 79 FT (24.1 M) ESE. OF RD. AT
 SF0152'SMALL DRAIN, 23 FT (7 M) NW. FROM BANK OF ST. JOHN RIVER, 66 FT
 SF0152'(20.1 M) SE. OF WITNESS POST, SET IN LARGE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0344 ***********************************************************************
 SF0344  DESIGNATION -  5112 NB SURVEYS 1969 IBC 1975
 SF0344  PID         -  SF0344
 SF0344  STATE/COUNTY-  ME/AROOSTOOK
 SF0344  USGS QUAD   -  FRENCHVILLE (1986)
 SF0344
 SF0344                         *CURRENT SURVEY CONTROL
 SF0344  ___________________________________________________________________
 SF0344* NAD 83(1996)-  47 20 03.15218(N)    068 23 02.62898(W)     ADJUSTED  
 SF0344* NAVD 88     -       168.5    (meters)     553.     (feet)  VERTCON   
 SF0344  ___________________________________________________________________
 SF0344  LAPLACE CORR-           4.94  (seconds)                    DEFLEC99
 SF0344  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 SF0344
 SF0344  HORZ ORDER  -  THIRD
 SF0344
 SF0344.The horizontal coordinates were established by classical geodetic methods
 SF0344.and adjusted by the National Geodetic Survey in March 1998..
 SF0344.No horizontal observational check was made to the station.
 SF0344
 SF0344.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0344.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0344
 SF0344.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0344
 SF0344.The geoid height was determined by GEOID03.
 SF0344
 SF0344;                    North         East     Units Scale Factor Converg.
 SF0344;SPC ME E     -   407,582.103   308,761.647   MT  0.99990094   +0 05 06.9
 SF0344;UTM  19      - 5,242,488.550   546,534.051   MT  0.99962661   +0 27 10.5
 SF0344
 SF0344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0344!SPC ME E     -   0.99997736  x   0.99990094  =   0.99987830
 SF0344!UTM  19      -   0.99997736  x   0.99962661  =   0.99960397
 SF0344
 SF0344                          SUPERSEDED SURVEY CONTROL
 SF0344
 SF0344  NAD 83(1992)-  47 20 03.14753(N)    068 23 02.62560(W) AD(       ) 3
 SF0344  NAD 83(1986)-  47 20 03.15345(N)    068 23 02.61777(W) AD(       ) 3
 SF0344  NAD 27      -  47 20 03.01581(N)    068 23 04.45630(W) AD(       ) 3
 SF0344  NGVD 29 (07/19/86)  168.6    (m)          553.     (f) VERT ANG       
 SF0344
 SF0344.Superseded values are not recommended for survey control.
 SF0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0344.See file dsdata.txt to determine how the superseded data were derived.
 SF0344
 SF0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN4653442489(NAD 83)
 SF0344_MARKER: Z = SEE DESCRIPTION
 SF0344_SETTING: 0 = UNSPECIFIED SETTING
 SF0344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0344
 SF0344  HISTORY     - Date     Condition        Report By
 SF0344  HISTORY     - 1975     MONUMENTED       IBC
 SF0344
 SF0344                          STATION DESCRIPTION
 SF0344
 SF0344'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1975 (CRM)
 SF0344'THE STATION IS LOCATED ABOUT 3-1/4 MILES SOUTHWEST OF
 SF0344'EDMUNDSTON, NEW BRUNSWICK AND IN A VACANT LOT BETWEEN A HOUSE
 SF0344'AND A SERVICE STATION.
 SF0344'
 SF0344'TO REACH FROM THE CANADIAN CUSTOMS OFFICE AT THE INTERNATIONAL
 SF0344'BRIDGE IN EDMUNDSTON, GO NORTH FOR 0.05 MILE TO A
 SF0344'T-INTERSECTION.  TURN LEFT AND GO WEST, SOUTHWEST, AND SOUTH
 SF0344'ON PROVINCIAL ROUTE 120 (ST. FRANCOIS STREET) FOR 3.7 MILES TO
 SF0344'THE STATION ON THE LEFT.
 SF0344'
 SF0344'THE STATION MARK, STAMPED 5112, IS A NEW BRUNSWICK SURVEYS
 SF0344'DISK SET IN THE TOP OF AN 0.8-FOOT SQUARE, CONCRETE BLOCK THAT
 SF0344'PROJECTS 4 INCHES ABOVE A 3-FOOT SQUARE, CONCRETE BASE.  CANADA,
 SF0344'NO 61 AND 1909 IS CAST IN THE CONCRETE BASE.  IT IS 91 FEET EAST
 SF0344'OF THE CENTERLINE OF THE HIGHWAY AND 6.4 FEET WEST OF A 4-INCH
 SF0344'SQUARE, RED POST THAT PROJECTS 4 FEET.
 SF0344'
 SF0344'THE DISK WAS SET IN 1968 BY NEW BRUNSWICK SURVEYS.
 SF0344'
 SF0344'A TRAVERSE TIE WAS MADE TO THIS STATION FROM REFERENCE
 SF0344'MONUMENT C-61, THE DISTANCE BEING 0.09 FOOT OR 0.028 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1004 ***********************************************************************
 PE1004  DESIGNATION -  512
 PE1004  PID         -  PE1004
 PE1004  STATE/COUNTY-  ME/WALDO
 PE1004  USGS QUAD   -  LIBERTY (1979)
 PE1004
 PE1004                         *CURRENT SURVEY CONTROL
 PE1004  ___________________________________________________________________
 PE1004* NAD 83(1986)-  44 24 13.     (N)    069 19 51.     (W)     SCALED    
 PE1004* NAVD 88     -       155.881  (meters)     511.42   (feet)  ADJUSTED  
 PE1004  ___________________________________________________________________
 PE1004  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 PE1004  DYNAMIC HT  -         155.867 (meters)     511.37  (feet)  COMP
 PE1004  MODELED GRAV-     980,524.7   (mgal)                       NAVD 88
 PE1004
 PE1004  VERT ORDER  -  SECOND    CLASS 0
 PE1004
 PE1004.The horizontal coordinates were scaled from a topographic map and have
 PE1004.an estimated accuracy of +/- 6 seconds.
 PE1004
 PE1004.The orthometric height was determined by differential leveling
 PE1004.and adjusted by the National Geodetic Survey in June 1991..
 PE1004
 PE1004.The geoid height was determined by GEOID03.
 PE1004
 PE1004.The dynamic height is computed by dividing the NAVD 88
 PE1004.geopotential number by the normal gravity value computed on the
 PE1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1004.degrees latitude (g = 980.6199 gals.).
 PE1004
 PE1004.The modeled gravity was interpolated from observed gravity values.
 PE1004
 PE1004;                    North         East    Units  Estimated Accuracy
 PE1004;SPC ME E     -    82,210.      233,820.      MT  (+/- 180 meters Scaled)
 PE1004
 PE1004                          SUPERSEDED SURVEY CONTROL
 PE1004
 PE1004  NGVD 29 (??/??/92)  156.095  (m)          512.12   (f) ADJ UNCH    2 0
 PE1004
 PE1004.Superseded values are not recommended for survey control.
 PE1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1004.See file dsdata.txt to determine how the superseded data were derived.
 PE1004
 PE1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK736167(NAD 83)
 PE1004_MARKER: DD = SURVEY DISK
 PE1004_SETTING: 80 = SET IN A BOULDER
 PE1004_SP_SET: BOULDER
 PE1004_STAMPING: 512 ME
 PE1004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1004+STABILITY: SURFACE MOTION
 PE1004
 PE1004  HISTORY     - Date     Condition        Report By
 PE1004  HISTORY     - UNK      MONUMENTED       USGS
 PE1004  HISTORY     - 1935     GOOD             NGS
 PE1004
 PE1004                          STATION DESCRIPTION
 PE1004
 PE1004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PE1004'1.2 MI NW FROM LIBERTY.
 PE1004'1.2 MILES NORTHWEST ALONG STATE HIGHWAY 3 FROM THE INTERSECTION
 PE1004'OF STATE HIGHWAY 220 AT LIBERTY, WALDO COUNTY, 75 YARDS EAST OF
 PE1004'THE EAST WALL OF THE R.F. DIEMELS HOUSE, 3 POLES WEST OF THE
 PE1004'CENTER OF THE JUNCTION OF A ROAD LEADING TO LIBERTY INN, 96 FEET
 PE1004'EAST OF THE CENTERLINE OF A FIELD ROAD LEADING NORTH, 23 FEET
 PE1004'NORTH OF THE CENTERLINE OF THE HIGHWAY, AND IN THE TOP OF A
 PE1004'GRANITE BOULDER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 PE1004'DISK, STAMPED 512 ME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0312 ***********************************************************************
 SF0312  DESIGNATION -  5120 NB SURVEYS 1969 IBC 1975
 SF0312  PID         -  SF0312
 SF0312  STATE/COUNTY-  ME/AROOSTOOK
 SF0312  USGS QUAD   -  MADAWASKA (1986)
 SF0312
 SF0312                         *CURRENT SURVEY CONTROL
 SF0312  ___________________________________________________________________
 SF0312* NAD 83(1996)-  47 21 49.50783(N)    068 20 00.77643(W)     ADJUSTED  
 SF0312* NAVD 88     -       196.     (meters)     643.     (feet)  SCALED    
 SF0312  ___________________________________________________________________
 SF0312  LAPLACE CORR-           5.39  (seconds)                    DEFLEC99
 SF0312  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 SF0312
 SF0312  HORZ ORDER  -  THIRD
 SF0312
 SF0312.The horizontal coordinates were established by classical geodetic methods
 SF0312.and adjusted by the National Geodetic Survey in March 1998..
 SF0312.No horizontal observational check was made to the station.
 SF0312
 SF0312.The orthometric height was scaled from a topographic map.
 SF0312
 SF0312.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0312
 SF0312.The geoid height was determined by GEOID03.
 SF0312
 SF0312;                    North         East     Units Scale Factor Converg.
 SF0312;SPC ME E     -   410,873.239   312,572.162   MT  0.99990194   +0 07 20.8
 SF0312;UTM  19      - 5,245,803.171   550,322.331   MT  0.99963112   +0 29 25.1
 SF0312
 SF0312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0312!SPC ME E     -   0.99997305  x   0.99990194  =   0.99987499
 SF0312!UTM  19      -   0.99997305  x   0.99963112  =   0.99960418
 SF0312
 SF0312                          SUPERSEDED SURVEY CONTROL
 SF0312
 SF0312  NAD 83(1992)-  47 21 49.50316(N)    068 20 00.77315(W) AD(       ) 3
 SF0312  NAD 83(1986)-  47 21 49.50861(N)    068 20 00.76451(W) AD(       ) 3
 SF0312  NAD 27      -  47 21 49.36591(N)    068 20 02.60557(W) AD(       ) 3
 SF0312
 SF0312.Superseded values are not recommended for survey control.
 SF0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0312.See file dsdata.txt to determine how the superseded data were derived.
 SF0312
 SF0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN5032245803(NAD 83)
 SF0312_MARKER: Z = SEE DESCRIPTION
 SF0312_SETTING: 0 = UNSPECIFIED SETTING
 SF0312_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0312
 SF0312  HISTORY     - Date     Condition        Report By
 SF0312  HISTORY     - 1975     MONUMENTED       IBC
 SF0312
 SF0312                          STATION DESCRIPTION
 SF0312
 SF0312'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1975 (CRM)
 SF0312'THE STATION IS LOCATED IN THE SOUTHWEST PART OF EDMUNDSTON,
 SF0312'NEW BRUNSWICK, ABOUT 0.1 MILE NORTHWEST OF THE
 SF0312'IMMACULEE-CONCEPTION CATHOLIC CHURCH, AND ON A LOW, ROCK OUTCROP
 SF0312'NEAR A BLACK, STANDPIPE-TYPE WATER TANK THAT IS ABOUT 50 FEET
 SF0312'HIGH.
 SF0312'
 SF0312'TO REACH FROM THE CANADIAN CUSTOMS OFFICE AT THE
 SF0312'INTERNATIONAL BRIDGE IN EDMUNDSTON, GO NORTH FOR 0.05 MILE TO A
 SF0312'T-INTERSECTION.  TURN LEFT AND GO WEST ON PROVINCIAL ROUTE 120
 SF0312'(ST. FRANCOIS STREET) FOR 0.1 MILE TURN RIGHT AND GO NORTH ON LA
 SF0312'PORTE STREET FOR 0.15 MILE.  TURN LEFT AND GO NORTHWEST ON
 SF0312'CONWAY STREET FOR 0.1 MILE.  TURN LEFT AND GO SOUTHWEST ON
 SF0312'17TH AVENUE FOR ABOUT 125 FEET TO A DRIVEWAY ON THE LEFT.  TURN
 SF0312'LEFT ONTO THE DRIVEWAY FOR ABOUT 100 FEET TO THE WATER TANK
 SF0312'AND THE STATION ON THE RIGHT.
 SF0312'
 SF0312'THE STATION MARK, STAMPED 5120, IS A NEW BRUNSWICK SURVEYS DISK
 SF0312'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 63 FEET
 SF0312'SOUTH OF THE SOUTH SIDE OF THE WATER TANK.
 SF0312'
 SF0312'A TRAVERSE TIE WAS MADE TO THIS STATION FROM REFERENCE MONUMENT
 SF0312'C-56A-75, THE DISTANCE BEING 14.87 FEET OR 4.533 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0153 ***********************************************************************
 SF0153  DESIGNATION -  52 JHS
 SF0153  PID         -  SF0153
 SF0153  STATE/COUNTY-  ME/AROOSTOOK
 SF0153  USGS QUAD   -  BIG RAPIDS (1986)
 SF0153
 SF0153                         *CURRENT SURVEY CONTROL
 SF0153  ___________________________________________________________________
 SF0153* NAD 83(1986)-  47 05 15.     (N)    069 13 15.     (W)     SCALED    
 SF0153* NAVD 88     -       233.184  (meters)     765.04   (feet)  ADJUSTED  
 SF0153  ___________________________________________________________________
 SF0153  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 SF0153  DYNAMIC HT  -         233.206 (meters)     765.11  (feet)  COMP
 SF0153  MODELED GRAV-     980,704.4   (mgal)                       NAVD 88
 SF0153
 SF0153  VERT ORDER  -  SECOND    CLASS II
 SF0153
 SF0153.The horizontal coordinates were scaled from a topographic map and have
 SF0153.an estimated accuracy of +/- 6 seconds.
 SF0153
 SF0153.The orthometric height was determined by differential leveling
 SF0153.and adjusted by the National Geodetic Survey in June 1991..
 SF0153
 SF0153.The geoid height was determined by GEOID03.
 SF0153
 SF0153.The dynamic height is computed by dividing the NAVD 88
 SF0153.geopotential number by the normal gravity value computed on the
 SF0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0153.degrees latitude (g = 980.6199 gals.).
 SF0153
 SF0153.The modeled gravity was interpolated from observed gravity values.
 SF0153
 SF0153;                    North         East    Units  Estimated Accuracy
 SF0153;SPC ME E     -   380,400.      245,270.      MT  (+/- 180 meters Scaled)
 SF0153
 SF0153                          SUPERSEDED SURVEY CONTROL
 SF0153
 SF0153.No superseded survey control is available for this station.
 SF0153
 SF0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN832149(NAD 83)
 SF0153_MARKER: DD = SURVEY DISK
 SF0153_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 SF0153+WITH SETTING: INFORMATION.
 SF0153_SP_SET: SHALLOW-SET METAL ROD
 SF0153_STAMPING: 52 JHS 1984
 SF0153_MARK LOGO: USGS  
 SF0153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0153
 SF0153  HISTORY     - Date     Condition        Report By
 SF0153  HISTORY     - 1984     MONUMENTED       USGS-M
 SF0153
 SF0153                          STATION DESCRIPTION
 SF0153
 SF0153'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1984
 SF0153'6.4 MI WSW FROM DICKEY.
 SF0153'DICKEY BRIDGE (OVER ST. JOHN RIVER), 0.8 MI (1.3 KM) NW. THENCE
 SF0153'6.8 MI (10.9 KM) SW. OF ALONG RD. THAT GENERALLY FOLLOWS PARALLEL
 SF0153'WITH ST. JOHN RIVER, ABOUT 1 MI (1.6 KM) S. AND 0.2 MI (0.3 KM) W. OF
 SF0153'NE. COR. OF T. 16, R. 12, WELS, ABOUT 0.4 MI (0.6 KM) E. OF HALFWAY
 SF0153'BROOK, 260 FT (79.2 M) W. ALONG RD. THENCE 33 FT (10.1 M) N. AND 4.8
 SF0153'FT (1.5 M) HIGHER THAN RD. AT CURVE AND DIM TRAIL SW., 3 FT (0.91 M)
 SF0153'E. OF WITNESS POST, A STANDARD ROD SUPPORTED TABLET CENTERED IN
 SF0153'PLASTIC PIPE AT GROUND LEVEL.
 SF0153'THE MARK IS 4.8 FT ABOVE A DIM TRAIL SW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0137 ***********************************************************************
 PD0137  DESIGNATION -  52+83 MCRR
 PD0137  PID         -  PD0137
 PD0137  STATE/COUNTY-  ME/WASHINGTON
 PD0137  USGS QUAD   -  HADLEY LAKE (1987)
 PD0137
 PD0137                         *CURRENT SURVEY CONTROL
 PD0137  ___________________________________________________________________
 PD0137* NAD 83(1986)-  44 45 31.     (N)    067 23 41.     (W)     SCALED    
 PD0137* NAVD 88     -        14.820  (meters)      48.62   (feet)  ADJUSTED  
 PD0137  ___________________________________________________________________
 PD0137  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 PD0137  DYNAMIC HT  -          14.820 (meters)      48.62  (feet)  COMP
 PD0137  MODELED GRAV-     980,595.4   (mgal)                       NAVD 88
 PD0137
 PD0137  VERT ORDER  -  FIRST     CLASS I
 PD0137
 PD0137.The horizontal coordinates were scaled from a topographic map and have
 PD0137.an estimated accuracy of +/- 6 seconds.
 PD0137
 PD0137.The orthometric height was determined by differential leveling
 PD0137.and adjusted by the National Geodetic Survey in June 1991..
 PD0137
 PD0137.The geoid height was determined by GEOID03.
 PD0137
 PD0137.The dynamic height is computed by dividing the NAVD 88
 PD0137.geopotential number by the normal gravity value computed on the
 PD0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0137.degrees latitude (g = 980.6199 gals.).
 PD0137
 PD0137.The modeled gravity was interpolated from observed gravity values.
 PD0137
 PD0137;                    North         East    Units  Estimated Accuracy
 PD0137;SPC ME E     -   121,920.      387,500.      MT  (+/- 180 meters Scaled)
 PD0137
 PD0137                          SUPERSEDED SURVEY CONTROL
 PD0137
 PD0137  NGVD 29 (??/??/92)   15.026  (m)           49.30   (f) ADJ UNCH    1 1
 PD0137
 PD0137.Superseded values are not recommended for survey control.
 PD0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0137.See file dsdata.txt to determine how the superseded data were derived.
 PD0137
 PD0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK270573(NAD 83)
 PD0137_MARKER: DB = BENCH MARK DISK
 PD0137_SETTING: 80 = SET IN A BOULDER
 PD0137_SP_SET: BOULDER
 PD0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0137+STABILITY: SURFACE MOTION
 PD0137
 PD0137  HISTORY     - Date     Condition        Report By
 PD0137  HISTORY     - UNK      MONUMENTED       MCRR
 PD0137  HISTORY     - 1966     GOOD             NGS
 PD0137  HISTORY     - 1978     GOOD             DMA
 PD0137
 PD0137                          STATION DESCRIPTION
 PD0137
 PD0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PD0137'0.5 MI S FROM JACKSONVILLE.
 PD0137'0.5 MILE SOUTH ALONG THE MAINE CENTRAL RAILROAD FROM THE CROSSING
 PD0137'OF STATE HIGHWAY 191 AT JACKSONVILLE, ABOUT 0.2 MILE NORTH OF
 PD0137'MILEPOST C39/P231, 15.0 FEET WEST OF THE WEST RAIL, AN UNMARKED
 PD0137'POINT ON THE HIGHEST PART OF A EMBEDDED BOULDER THAT THE EXPOSED
 PD0137'PORTION IS 6-BY-7-FOOT AND PROJECTS 3 FEET, 1.3 FEET NORTH OF THE
 PD0137'SOUTH EDGE OF THE BOULDER, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL
 PD0137'OF THE TRACK.
 PD0137
 PD0137                          STATION RECOVERY (1978)
 PD0137
 PD0137'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PD0137'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1488 ***********************************************************************
 PE1488  DESIGNATION -  53
 PE1488  PID         -  PE1488
 PE1488  STATE/COUNTY-  ME/KENNEBEC
 PE1488  USGS QUAD   -  WATERVILLE (1982)
 PE1488
 PE1488                         *CURRENT SURVEY CONTROL
 PE1488  ___________________________________________________________________
 PE1488* NAD 83(1986)-  44 31 59.     (N)    069 38 17.     (W)     SCALED    
 PE1488* NAVD 88     -        16.724  (meters)      54.87   (feet)  ADJUSTED  
 PE1488  ___________________________________________________________________
 PE1488  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 PE1488  DYNAMIC HT  -          16.723 (meters)      54.87  (feet)  COMP
 PE1488  MODELED GRAV-     980,550.0   (mgal)                       NAVD 88
 PE1488
 PE1488  VERT ORDER  -  SECOND    CLASS 0
 PE1488
 PE1488.The horizontal coordinates were scaled from a topographic map and have
 PE1488.an estimated accuracy of +/- 6 seconds.
 PE1488
 PE1488.The orthometric height was determined by differential leveling
 PE1488.and adjusted by the National Geodetic Survey in June 1991..
 PE1488
 PE1488.The geoid height was determined by GEOID03.
 PE1488
 PE1488.The dynamic height is computed by dividing the NAVD 88
 PE1488.geopotential number by the normal gravity value computed on the
 PE1488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1488.degrees latitude (g = 980.6199 gals.).
 PE1488
 PE1488.The modeled gravity was interpolated from observed gravity values.
 PE1488
 PE1488;                    North         East    Units  Estimated Accuracy
 PE1488;SPC ME W     -   188,980.      942,020.      MT  (+/- 180 meters Scaled)
 PE1488
 PE1488                          SUPERSEDED SURVEY CONTROL
 PE1488
 PE1488  NGVD 29 (??/??/92)   16.943  (m)           55.59   (f) ADJ UNCH    2 0
 PE1488
 PE1488.Superseded values are not recommended for survey control.
 PE1488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1488.See file dsdata.txt to determine how the superseded data were derived.
 PE1488
 PE1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK493312(NAD 83)
 PE1488_MARKER: DD = SURVEY DISK
 PE1488_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE1488_SP_SET: PIER
 PE1488_STAMPING: 53 FT AUGUSTA
 PE1488_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE1488
 PE1488  HISTORY     - Date     Condition        Report By
 PE1488  HISTORY     - 1903     MONUMENTED       USGS
 PE1488  HISTORY     - 1935     GOOD             NGS
 PE1488  HISTORY     - 1979     GOOD             MEDT
 PE1488
 PE1488                          STATION DESCRIPTION
 PE1488
 PE1488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PE1488'0.5 MI W FROM WINSLOW.
 PE1488'0.5 MI. WEST ALONG THE MAINE CENTRAL RAILROAD FROM THE STATION
 PE1488'AT WINSLOW, KENNEBEC COUNTY, 54 FEET SOUTH OF THE SOUTH RAIL, AND
 PE1488'IN THE TOP OF THE SECOND LAYER OF STONE OF A LONE PIER.  A
 PE1488'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 53 FT.
 PE1488'AUGUSTA.
 PE1488
 PE1488                          STATION RECOVERY (1979)
 PE1488
 PE1488'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1979
 PE1488'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0154 ***********************************************************************
 SF0154  DESIGNATION -  53 JHS
 SF0154  PID         -  SF0154
 SF0154  STATE/COUNTY-  ME/AROOSTOOK
 SF0154  USGS QUAD   -  BIG RAPIDS (1986)
 SF0154
 SF0154                         *CURRENT SURVEY CONTROL
 SF0154  ___________________________________________________________________
 SF0154* NAD 83(1986)-  47 05 36.     (N)    069 12 13.     (W)     SCALED    
 SF0154* NAVD 88     -       209.825  (meters)     688.40   (feet)  ADJUSTED  
 SF0154  ___________________________________________________________________
 SF0154  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 SF0154  DYNAMIC HT  -         209.845 (meters)     688.47  (feet)  COMP
 SF0154  MODELED GRAV-     980,702.7   (mgal)                       NAVD 88
 SF0154
 SF0154  VERT ORDER  -  SECOND    CLASS II
 SF0154
 SF0154.The horizontal coordinates were scaled from a topographic map and have
 SF0154.an estimated accuracy of +/- 6 seconds.
 SF0154
 SF0154.The orthometric height was determined by differential leveling
 SF0154.and adjusted by the National Geodetic Survey in June 1991..
 SF0154
 SF0154.The geoid height was determined by GEOID03.
 SF0154
 SF0154.The dynamic height is computed by dividing the NAVD 88
 SF0154.geopotential number by the normal gravity value computed on the
 SF0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0154.degrees latitude (g = 980.6199 gals.).
 SF0154
 SF0154.The modeled gravity was interpolated from observed gravity values.
 SF0154
 SF0154;                    North         East    Units  Estimated Accuracy
 SF0154;SPC ME E     -   381,040.      246,590.      MT  (+/- 180 meters Scaled)
 SF0154
 SF0154                          SUPERSEDED SURVEY CONTROL
 SF0154
 SF0154.No superseded survey control is available for this station.
 SF0154
 SF0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN845155(NAD 83)
 SF0154_MARKER: DD = SURVEY DISK
 SF0154_SETTING: 66 = SET IN ROCK OUTCROP
 SF0154_SP_SET: ROCK OUTCROP
 SF0154_STAMPING: 53 JHS 1984
 SF0154_MARK LOGO: USGS  
 SF0154_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SF0154+STABILITY: POSITION/ELEVATION WELL
 SF0154
 SF0154  HISTORY     - Date     Condition        Report By
 SF0154  HISTORY     - 1984     MONUMENTED       USGS-M
 SF0154
 SF0154                          STATION DESCRIPTION
 SF0154
 SF0154'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1984
 SF0154'5.5 MI WSW FROM DICKEY.
 SF0154'DICKEY BRIDGE (OVER ST. JOHN RIVER), 0.8 MI (1.3 KM) NW. THENCE
 SF0154'5.9 MI (9.5 KM) SW. OF, ALONG RD. THAT GENERALLY FOLLOWS PARALLEL
 SF0154'WITH THE ST. JOHN RIVER, ABOUT 0.5 MI (0.8 KM) S. AND 0.5 MI (0.8 KM)
 SF0154'E. OF CENTER OF W. SIDE OF ALLAGASH TWP., 85 FT (25.9 M) NE. ALONG RD.
 SF0154'THENCE 20 FT (6.1 M) N. AND 1.8 FT (0.55 M) HIGHER THAN WOOD BRIDGE
 SF0154'OVER HAFFORD BROOK, 8 FT (2.4 M) W. OF WITNESS POST, IN TOP OF ROCK
 SF0154'PROJECTING ABOUT 2 FT (0.61 M).
 SF0154'THE MARK IS 1.8 FT ABOVE A WOOD BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0152 ***********************************************************************
 PD0152  DESIGNATION -  5332 MCRR
 PD0152  PID         -  PD0152
 PD0152  STATE/COUNTY-  ME/WASHINGTON
 PD0152  USGS QUAD   -  HADLEY LAKE (1987)
 PD0152
 PD0152                         *CURRENT SURVEY CONTROL
 PD0152  ___________________________________________________________________
 PD0152* NAD 83(1986)-  44 50 59.     (N)    067 24 03.     (W)     SCALED    
 PD0152* NAVD 88     -        24.786  (meters)      81.32   (feet)  ADJUSTED  
 PD0152  ___________________________________________________________________
 PD0152  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 PD0152  DYNAMIC HT  -          24.785 (meters)      81.32  (feet)  COMP
 PD0152  MODELED GRAV-     980,586.4   (mgal)                       NAVD 88
 PD0152
 PD0152  VERT ORDER  -  FIRST     CLASS I
 PD0152
 PD0152.The horizontal coordinates were scaled from a topographic map and have
 PD0152.an estimated accuracy of +/- 6 seconds.
 PD0152
 PD0152.The orthometric height was determined by differential leveling
 PD0152.and adjusted by the National Geodetic Survey in June 1991..
 PD0152.WARNING-Repeat measurements at this control monument indicate possible
 PD0152.vertical movement.
 PD0152
 PD0152.The geoid height was determined by GEOID03.
 PD0152
 PD0152.The dynamic height is computed by dividing the NAVD 88
 PD0152.geopotential number by the normal gravity value computed on the
 PD0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0152.degrees latitude (g = 980.6199 gals.).
 PD0152
 PD0152.The modeled gravity was interpolated from observed gravity values.
 PD0152
 PD0152;                    North         East    Units  Estimated Accuracy
 PD0152;SPC ME E     -   132,030.      386,880.      MT  (+/- 180 meters Scaled)
 PD0152
 PD0152                          SUPERSEDED SURVEY CONTROL
 PD0152
 PD0152  NGVD 29 (??/??/92)   24.996  (m)           82.01   (f) ADJ UNCH    1 1
 PD0152
 PD0152.Superseded values are not recommended for survey control.
 PD0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0152.See file dsdata.txt to determine how the superseded data were derived.
 PD0152
 PD0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK263675(NAD 83)
 PD0152_MARKER: DD = SURVEY DISK
 PD0152_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PD0152_SP_SET: BRIDGE
 PD0152_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PD0152
 PD0152  HISTORY     - Date     Condition        Report By
 PD0152  HISTORY     - UNK      MONUMENTED       MCRR
 PD0152  HISTORY     - 1966     GOOD             NGS
 PD0152  HISTORY     - 1978     GOOD             DMA
 PD0152
 PD0152                          STATION DESCRIPTION
 PD0152
 PD0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PD0152'6.8 MI NE FROM JACKSONVILLE.
 PD0152'6.8 MILES NORTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PD0152'CROSSING OF STATE HIGHWAY 191 AT JACKSONVILLE, 8.9 FEET NORTHWEST
 PD0152'OF THE NORTHWEST RAIL, THE TOP OF A SMALL HUMP NEAR THE NORTH
 PD0152'CORNER OF THE PARAPET WALL FOR THE NORTHEAST STONE ABUTMENT OF
 PD0152'A 9.0 FOOT WOODEN BRIDGE OVER A SMALL STREAM AND ABOUT LEVEL
 PD0152'WITH THE TRACK.
 PD0152
 PD0152                          STATION RECOVERY (1978)
 PD0152
 PD0152'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PD0152'MARK SHOULD BE USED WITH CAUTION PARAPET WALL APPEARS TO HAVE MOVED A
 PD0152'ONE INCH CRACK IS BETWEEN THE STONES CEMENT APPEARS TO HAVE SEPERATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0155 ***********************************************************************
 SF0155  DESIGNATION -  54 JHS
 SF0155  PID         -  SF0155
 SF0155  STATE/COUNTY-  ME/AROOSTOOK
 SF0155  USGS QUAD   -  BIG RAPIDS (1986)
 SF0155
 SF0155                         *CURRENT SURVEY CONTROL
 SF0155  ___________________________________________________________________
 SF0155* NAD 83(1986)-  47 06 01.     (N)    069 11 21.     (W)     SCALED    
 SF0155* NAVD 88     -       207.109  (meters)     679.49   (feet)  ADJUSTED  
 SF0155  ___________________________________________________________________
 SF0155  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 SF0155  DYNAMIC HT  -         207.128 (meters)     679.55  (feet)  COMP
 SF0155  MODELED GRAV-     980,701.5   (mgal)                       NAVD 88
 SF0155
 SF0155  VERT ORDER  -  SECOND    CLASS II
 SF0155
 SF0155.The horizontal coordinates were scaled from a topographic map and have
 SF0155.an estimated accuracy of +/- 6 seconds.
 SF0155
 SF0155.The orthometric height was determined by differential leveling
 SF0155.and adjusted by the National Geodetic Survey in June 1991..
 SF0155
 SF0155.The geoid height was determined by GEOID03.
 SF0155
 SF0155.The dynamic height is computed by dividing the NAVD 88
 SF0155.geopotential number by the normal gravity value computed on the
 SF0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0155.degrees latitude (g = 980.6199 gals.).
 SF0155
 SF0155.The modeled gravity was interpolated from observed gravity values.
 SF0155
 SF0155;                    North         East    Units  Estimated Accuracy
 SF0155;SPC ME E     -   381,800.      247,690.      MT  (+/- 180 meters Scaled)
 SF0155
 SF0155                          SUPERSEDED SURVEY CONTROL
 SF0155
 SF0155.No superseded survey control is available for this station.
 SF0155
 SF0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN856163(NAD 83)
 SF0155_MARKER: DD = SURVEY DISK
 SF0155_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 SF0155+WITH SETTING: INFORMATION.
 SF0155_SP_SET: SHALLOW-SET METAL ROD
 SF0155_STAMPING: 54 JHS 1984
 SF0155_MARK LOGO: USGS  
 SF0155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0155
 SF0155  HISTORY     - Date     Condition        Report By
 SF0155  HISTORY     - 1984     MONUMENTED       USGS-M
 SF0155
 SF0155                          STATION DESCRIPTION
 SF0155
 SF0155'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1984
 SF0155'4.7 MI WEST FROM DICKEY.
 SF0155'DICKEY BRIDGE (OVER ST. JOHN RIVER), 0.8 MI (1.3 KM) NW. THENCE 5
 SF0155'MI (8.1 KM) SW. OF, ALONG RD. THAT FOLLOWS GENERALLY PARALLEL WITH
 SF0155'ST. JOHN RIVER, ABOUT 1 MI (1.6 KM) E. OF CENTER OF W. EDGE OF
 SF0155'ALLAGASH TWP., ABOUT 250 FT (76.2 M) N. OF ST. JOHN RIVER AND 200 FT
 SF0155'(61 M) E. OF BISHOP BROOK, ACROSS THE RD. FROM A CABIN, 58 FT (17.7 M)
 SF0155'W. ALONG RD. THENCE 69 FT (21 M) N. AND 2.6 FT (0.8 M) HIGHER THAN
 SF0155'T-RD. N., 1.9 FT (0.79 M) S. OF A WITNESS POST, A STANDARD ROD SUP-
 SF0155'PORTED TABLET CENTERED IN PLASTIC PIPE AT GROUND LEVEL.
 SF0155'THE MARK IS 2.6 FT ABOVE THE ROAD NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0234 ***********************************************************************
 OB0234  DESIGNATION -  54.3
 OB0234  PID         -  OB0234
 OB0234  STATE/COUNTY-  ME/CUMBERLAND
 OB0234  USGS QUAD   -  ORRS ISLAND (1997)
 OB0234
 OB0234                         *CURRENT SURVEY CONTROL
 OB0234  ___________________________________________________________________
 OB0234* NAD 83(1986)-  43 50 06.     (N)    069 54 56.     (W)     SCALED    
 OB0234* NAVD 88     -        16.391  (meters)      53.78   (feet)  ADJUSTED  
 OB0234  ___________________________________________________________________
 OB0234  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 OB0234  DYNAMIC HT  -          16.390 (meters)      53.77  (feet)  COMP
 OB0234  MODELED GRAV-     980,522.0   (mgal)                       NAVD 88
 OB0234
 OB0234  VERT ORDER  -  SECOND    CLASS 0
 OB0234
 OB0234.The horizontal coordinates were scaled from a topographic map and have
 OB0234.an estimated accuracy of +/- 6 seconds.
 OB0234
 OB0234.The orthometric height was determined by differential leveling
 OB0234.and adjusted by the National Geodetic Survey in June 1991..
 OB0234
 OB0234.The geoid height was determined by GEOID03.
 OB0234
 OB0234.The dynamic height is computed by dividing the NAVD 88
 OB0234.geopotential number by the normal gravity value computed on the
 OB0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0234.degrees latitude (g = 980.6199 gals.).
 OB0234
 OB0234.The modeled gravity was interpolated from observed gravity values.
 OB0234
 OB0234;                    North         East    Units  Estimated Accuracy
 OB0234;SPC ME W     -   111,310.      920,200.      MT  (+/- 180 meters Scaled)
 OB0234
 OB0234                          SUPERSEDED SURVEY CONTROL
 OB0234
 OB0234  NGVD 29 (??/??/92)   16.590  (m)           54.43   (f) ADJ UNCH    2 0
 OB0234
 OB0234.Superseded values are not recommended for survey control.
 OB0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0234.See file dsdata.txt to determine how the superseded data were derived.
 OB0234
 OB0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ263539(NAD 83)
 OB0234_MARKER: Q = CHISELED SQUARE
 OB0234_SETTING: 66 = SET IN ROCK OUTCROP
 OB0234_SP_SET: ROCK LEDGE
 OB0234_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0234+STABILITY: POSITION/ELEVATION WELL
 OB0234
 OB0234  HISTORY     - Date     Condition        Report By
 OB0234  HISTORY     - UNK      MONUMENTED       USGS
 OB0234  HISTORY     - 1943     GOOD             NGS
 OB0234
 OB0234                          STATION DESCRIPTION
 OB0234
 OB0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 OB0234'6.6 MI SE FROM BRUNSWICK.
 OB0234'6.6 MILES SOUTHEAST ALONG STATE HIGHWAY 24 FROM THE MAINE CENTRAL
 OB0234'RAILROAD STATION AT BRUNSWICK, CUMBERLAND COUNTY, 13.2 FEET NORTHEAST
 OB0234'OF BENCH MARK H 97 DESCRIBED BELOW, AT THE TOP OF A HILL, AT A SHARP
 OB0234'HIGHWAY CURVE, 62 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 48
 OB0234'FEET SOUTH OF POLE 274, AND IN A ROCK LEDGE.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0156 ***********************************************************************
 SF0156  DESIGNATION -  55 JHS
 SF0156  PID         -  SF0156
 SF0156  STATE/COUNTY-  ME/AROOSTOOK
 SF0156  USGS QUAD   -  BIG RAPIDS (1986)
 SF0156
 SF0156                         *CURRENT SURVEY CONTROL
 SF0156  ___________________________________________________________________
 SF0156* NAD 83(1986)-  47 06 07.     (N)    069 10 02.     (W)     SCALED    
 SF0156* NAVD 88     -       289.824  (meters)     950.86   (feet)  ADJUSTED  
 SF0156  ___________________________________________________________________
 SF0156  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 SF0156  DYNAMIC HT  -         289.851 (meters)     950.95  (feet)  COMP
 SF0156  MODELED GRAV-     980,698.8   (mgal)                       NAVD 88
 SF0156
 SF0156  VERT ORDER  -  SECOND    CLASS II
 SF0156
 SF0156.The horizontal coordinates were scaled from a topographic map and have
 SF0156.an estimated accuracy of +/- 6 seconds.
 SF0156
 SF0156.The orthometric height was determined by differential leveling
 SF0156.and adjusted by the National Geodetic Survey in June 1991..
 SF0156
 SF0156.The geoid height was determined by GEOID03.
 SF0156
 SF0156.The dynamic height is computed by dividing the NAVD 88
 SF0156.geopotential number by the normal gravity value computed on the
 SF0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0156.degrees latitude (g = 980.6199 gals.).
 SF0156
 SF0156.The modeled gravity was interpolated from observed gravity values.
 SF0156
 SF0156;                    North         East    Units  Estimated Accuracy
 SF0156;SPC ME E     -   381,970.      249,360.      MT  (+/- 180 meters Scaled)
 SF0156
 SF0156                          SUPERSEDED SURVEY CONTROL
 SF0156
 SF0156.No superseded survey control is available for this station.
 SF0156
 SF0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN873165(NAD 83)
 SF0156_MARKER: DD = SURVEY DISK
 SF0156_SETTING: 66 = SET IN ROCK OUTCROP
 SF0156_SP_SET: ROCK OUTCROP
 SF0156_STAMPING: 55 JHS 1984
 SF0156_MARK LOGO: USGS  
 SF0156_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SF0156+STABILITY: POSITION/ELEVATION WELL
 SF0156
 SF0156  HISTORY     - Date     Condition        Report By
 SF0156  HISTORY     - 1984     MONUMENTED       USGS-M
 SF0156
 SF0156                          STATION DESCRIPTION
 SF0156
 SF0156'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1984
 SF0156'3.7 MI WEST FROM DICKEY.
 SF0156'DICKEY BRIDGE (OVER ST. JOHN RIVER), 0.8 MI (1.3 KM) NW. THENCE
 SF0156'3.9 MI (6.3 KM) SW. ALONG RD. THAT GENERALLY FOLLOWS PARALLEL TO ST.
 SF0156'JOHN RIVER, ABOUT 2 MI (3.2 KM) E. OF CENTER OF W. EDGE OF ALLAGASH
 SF0156'TWP., ABOUT 0.7 MI (1.1 KM) SW. OF DICKEY CHECKPOINT, 105 FT (32 M)
 SF0156'E. ALONG RD. THENCE 20 FT (6.1 M) N. AND 4.7 FT (1.4 M) HIGHER THAN
 SF0156'RD. AT TRAIL NW., 5.3 FT (1.6 M) NE. OF A WITNESS POST, SET IN TOP OF
 SF0156'A LARGE ROCK, PROJECTING 3 FT (0.91 M).
 SF0156'THE MARK IS 4.7 FT ABOVE A TRAIL NW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0158 ***********************************************************************
 PD0158  DESIGNATION -  5510 MCRR
 PD0158  PID         -  PD0158
 PD0158  STATE/COUNTY-  ME/WASHINGTON
 PD0158  USGS QUAD   -  LONG LAKE (1989)
 PD0158
 PD0158                         *CURRENT SURVEY CONTROL
 PD0158  ___________________________________________________________________
 PD0158* NAD 83(1986)-  44 52 08.     (N)    067 20 35.     (W)     SCALED    
 PD0158* NAVD 88     -        33.725  (meters)     110.65   (feet)  ADJUSTED  
 PD0158  ___________________________________________________________________
 PD0158  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 PD0158  DYNAMIC HT  -          33.724 (meters)     110.64  (feet)  COMP
 PD0158  MODELED GRAV-     980,590.9   (mgal)                       NAVD 88
 PD0158
 PD0158  VERT ORDER  -  FIRST     CLASS I
 PD0158
 PD0158.The horizontal coordinates were scaled from a topographic map and have
 PD0158.an estimated accuracy of +/- 6 seconds.
 PD0158
 PD0158.The orthometric height was determined by differential leveling
 PD0158.and adjusted by the National Geodetic Survey in June 1991..
 PD0158
 PD0158.The geoid height was determined by GEOID03.
 PD0158
 PD0158.The dynamic height is computed by dividing the NAVD 88
 PD0158.geopotential number by the normal gravity value computed on the
 PD0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0158.degrees latitude (g = 980.6199 gals.).
 PD0158
 PD0158.The modeled gravity was interpolated from observed gravity values.
 PD0158
 PD0158;                    North         East    Units  Estimated Accuracy
 PD0158;SPC ME E     -   134,230.      391,420.      MT  (+/- 180 meters Scaled)
 PD0158
 PD0158                          SUPERSEDED SURVEY CONTROL
 PD0158
 PD0158  NGVD 29 (??/??/92)   33.933  (m)          111.33   (f) ADJ UNCH    1 1
 PD0158
 PD0158.Superseded values are not recommended for survey control.
 PD0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0158.See file dsdata.txt to determine how the superseded data were derived.
 PD0158
 PD0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK308697(NAD 83)
 PD0158_MARKER: DB = BENCH MARK DISK
 PD0158_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PD0158_SP_SET: CULVERT
 PD0158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PD0158
 PD0158  HISTORY     - Date     Condition        Report By
 PD0158  HISTORY     - UNK      MONUMENTED       MCRR
 PD0158  HISTORY     - 1966     GOOD             NGS
 PD0158  HISTORY     - 1978     GOOD             DMA
 PD0158
 PD0158                          STATION DESCRIPTION
 PD0158
 PD0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PD0158'5.6 MI SW FROM DENNYSVILLE.
 PD0158'5.55 MILES SOUTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PD0158'CROSSING OF STATE HIGHWAY 86 AT DENNYSVILLE, ABOUT 0.25 MILE
 PD0158'WEST OF MILEPOST C28/P242, 11.7 FEET SOUTHEAST OF THE SOUTHEAST
 PD0158'RAIL, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK, AN UNMARKED
 PD0158'POINT ON TOP OF THE SOUTHWEST END OF THE SOUTHEAST HEAD WALL FOR
 PD0158'A 8-FOOT STONE BOX CULVERT OVER CLIFFORD STREAM.
 PD0158
 PD0158                          STATION RECOVERY (1978)
 PD0158
 PD0158'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PD0158'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB2638 ***********************************************************************
 AB2638  SACS        -  This is a Secondary Airport Control Station.
 AB2638  DESIGNATION -  554.64 RNWY CL
 AB2638  PID         -  AB2638
 AB2638  STATE/COUNTY-  ME/PENOBSCOT
 AB2638  USGS QUAD   -  BANGOR (1991)
 AB2638
 AB2638                         *CURRENT SURVEY CONTROL
 AB2638  ___________________________________________________________________
 AB2638* NAD 83(1996)-  44 48 25.09546(N)    068 49 49.84298(W)     ADJUSTED  
 AB2638* NAVD 88     -        52.07   (meters)     170.8    (feet)  GPS OBS   
 AB2638  ___________________________________________________________________
 AB2638  X           -   1,636,904.114 (meters)                     COMP
 AB2638  Y           -  -4,226,865.751 (meters)                     COMP
 AB2638  Z           -   4,472,173.677 (meters)                     COMP
 AB2638  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 AB2638  ELLIP HEIGHT-          27.17  (meters)          (01/07/02) GPS OBS
 AB2638  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 AB2638
 AB2638  HORZ ORDER  -  FIRST
 AB2638  ELLP ORDER  -  FIFTH     CLASS I
 AB2638
 AB2638.This mark is at Bangor Airport (BGR)
 AB2638
 AB2638.The horizontal coordinates were established by GPS observations
 AB2638.and adjusted by the National Geodetic Survey in July 1997..
 AB2638
 AB2638.The orthometric height was determined by GPS observations and a
 AB2638.high-resolution geoid model.
 AB2638
 AB2638.GPS derived orthometric heights for airport stations designated as
 AB2638.PACS or SACS are published to 2 decimal places.  This maintains
 AB2638.centimeter relative accuracy between the PACS and SACS.  It does
 AB2638.not indicate centimeter accuracy relative to other marks which are
 AB2638.part of the NAVD 88 network.
 AB2638
 AB2638.Photographs are available for this station.
 AB2638
 AB2638.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2638
 AB2638.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2638
 AB2638.The ellipsoidal height was determined by GPS observations
 AB2638.and is referenced to NAD 83.
 AB2638
 AB2638.The geoid height was determined by GEOID03.
 AB2638
 AB2638;                    North         East     Units Scale Factor Converg.
 AB2638;SPC ME E     -   126,747.513   273,855.442   MT  0.99990840   -0 13 58.5
 AB2638;UTM  19      - 4,961,521.655   513,403.028   MT  0.99960221   +0 07 10.0
 AB2638
 AB2638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2638!SPC ME E     -   0.99999574  x   0.99990840  =   0.99990414
 AB2638!UTM  19      -   0.99999574  x   0.99960221  =   0.99959795
 AB2638
 AB2638                          SUPERSEDED SURVEY CONTROL
 AB2638
 AB2638  ELLIP H (07/24/97)   27.15   (m)                       GP(       ) 1 1
 AB2638  NAD 83(1992)-  44 48 25.09538(N)    068 49 49.84257(W) AD(1995.00) 1
 AB2638  ELLIP H (04/19/96)   27.15   (m)                       GP(1995.00) 3 1
 AB2638
 AB2638.Superseded values are not recommended for survey control.
 AB2638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2638.See file dsdata.txt to determine how the superseded data were derived.
 AB2638
 AB2638_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1340361522(NAD 83)
 AB2638_MARKER: DR = REFERENCE MARK DISK
 AB2638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2638_STAMPING: 554.64 RNWY CL
 AB2638_MARK LOGO: USE   
 AB2638_PROJECTION: FLUSH
 AB2638_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2638+STABILITY: SURFACE MOTION
 AB2638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2638+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2004
 AB2638
 AB2638  HISTORY     - Date     Condition        Report By
 AB2638  HISTORY     - UNK      MONUMENTED       USE
 AB2638  HISTORY     - 19951010 GOOD             CHANCE
 AB2638  HISTORY     - 19960708 GOOD             NGS
 AB2638  HISTORY     - 20040712 GOOD             NGS
 AB2638
 AB2638                          STATION DESCRIPTION
 AB2638
 AB2638'DESCRIBED BY JE CHANCE AND ASSOCIATES 1995 (KB)
 AB2638'THE STATION IS LOCATED IN THE CITY OF BANGOR AT THE BANGOR
 AB2638'INTERNATIONAL AIRPORT.  CONTACT BILL LANDIS--ASST MAINT SUPT (CALL FOR
 AB2638'ACCESS) , PHONE (207) 990-2244  TO REACH THE STATION FROM THE
 AB2638'INTERSECTION OF INTERSTATE 95 AND HAMMOND STREET (EXIT 46) , PROCEED
 AB2638'WEST ON HAMMOND STREET FOR 0.48 KM (0.30 MI) AND TURN RIGHT ON MAINE
 AB2638'AVENUE.  PROCEED NORTH ON MAINE AVENUE FOR 0.5 KM (0.30 MI) TO TEXAS
 AB2638'AVENUE.  TURN LEFT ON TEXAS AVENUE AND PROCEED WEST FOR 0.16 KM (0.10
 AB2638'MI) TO A LOCKED GATE. PROCEED THROUGH GATE AND GO SOUTHWEST FOR 1.13
 AB2638'KM (0.70 MI) CROSSING APRON IN FRONT OF MAIN TERMINAL TO TAXIWAY N.
 AB2638'FOLLOW TAXIWAY N FOR 0.20 KM (0.10 MI) TO RUNWAY 15-33, GO NORTHWEST
 AB2638'ON RUNWAY 15-33 FOR 0.20 KM (0.10 MI) TO A GRAVEL ROAD ON THE LEFT.
 AB2638'FOLLOW GRAVEL ROAD FOR 0.16 KM (0.10 MI) TO HIGHER GROUND (FORMER
 AB2638'RADAR SITE) AND STATION ON CONCRETE SLAB  THE STATION IS A 10 CM DIA
 AB2638'BRASS DISK STAMPED 554.64 RNWY CL SET FLUSH IN A SQUARE CONCRETE
 AB2638'MONUMENT SET IN A 15.24 M (50.00 FT) BY 6.1 M (20.0 FT) CONCRETE PAD.
 AB2638'THE STATION IS LOCATED 3.62 M (11.88 FT) NORTH-NORTHWEST OF USACE DISK
 AB2638'SET IN CONCRETE MONUMENT, 5.18 M (16.99 FT) W OF USACE DISK SET IN
 AB2638'CONCRETE MONUMENT, 5.52 M (18.11 FT) SW OF USACE DISK SET IN CONCRETE
 AB2638'MONUMENT, 10.09 M (33.10 FT) SOUTH-SOUTHWEST OF USACE DISC SET IN
 AB2638'CONCRETE MONUMENT, AND 5.52 M (18.11 FT) EAST-NORTHEAST OF USACE DISC
 AB2638'SET IN CONCRETE MONUMENT  THE STATION IS DESIGNATED AS A SECONDARY
 AB2638'AIRPORT CONTROL STATION (SACS) - MAINE ANA SURVEYS 1995
 AB2638
 AB2638                          STATION RECOVERY (1996)
 AB2638
 AB2638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (PDL)
 AB2638'THE STATION IS LOCATED IN THE CITY OF BANGOR AT THE BANGOR
 AB2638'INTERNATIONAL AIRPORT.  CONTACT PAUL TOZIER OR BILL
 AB2638'LANDIS--MAINTENANCE AND ASST MAINT SUPT RESPECTIVELY (CALL FOR ACCESS)
 AB2638', PHONE (207) 990-2244 TO REACH THE STATION FROM THE INTERSECTION OF
 AB2638'INTERSTATE 95 AND HAMMOND STREET (EXIT 46) , PROCEED WEST ON HAMMOND
 AB2638'STREET FOR 0.48 KM (0.30 MI) AND TURN RIGHT ON MAINE AVENUE.  PROCEED
 AB2638'NORTH ON MAINE AVENUE FOR 0.5 KM (0.30 MI) TO TEXAS AVENUE.  TURN LEFT
 AB2638'ON TEXAS AVENUE AND PROCEED WEST FOR 0.16 KM (0.10 MI) TO A LOCKED
 AB2638'GATE.  PROCEED THROUGH GATE AND GO SOUTHWEST FOR 1.13 KM (0.70 MI)
 AB2638'CROSSING APRON IN FRONT OF MAIN TERMINAL TO TAXIWAY N.  FOLLOW TAXIWAY
 AB2638'N FOR 0.20 KM (0.10 MI) TO RUNWAY 15-33, GO NORTHWEST ON RUNWAY 15-33
 AB2638'FOR 0.20 KM (0.10 MI) TO A GRAVEL ROAD ON THE LEFT.  FOLLOW GRAVEL
 AB2638'ROAD FOR 0.16 KM (0.10 MI) TO HIGHER GROUND (FORMER RADAR SITE) AND
 AB2638'STATION ON CONCRETE SLAB THE STATION IS A 10 CM DIA BRASS DISK STAMPED
 AB2638'554.64 RNWY CL SET FLUSH IN A SQUARE CONCRETE MONUMENT SET IN A 15.24
 AB2638'M (50.00 FT) BY 6.1 M (20.0 FT) CONCRETE PAD.  THE STATION IS LOCATED
 AB2638'3.62 M (11.88 FT) NORTH-NORTHWEST OF USACE DISK SET IN CONCRETE
 AB2638'MONUMENT, 5.18 M (16.99 FT) W OF USACE DISK SET IN CONCRETE MONUMENT,
 AB2638'5.52 M (18.11 FT) SW OF USACE DISK SET IN CONCRETE MONUMENT, 10.09 M
 AB2638'(33.10 FT) SOUTH-SOUTHWEST OF USACE DISC SET IN CONCRETE MONUMENT, AND
 AB2638'5.52 M (18.11 FT) EAST-NORTHEAST OF USACE DISC SET IN CONCRETE
 AB2638'MONUMENT THE STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL
 AB2638'STATION (SACS) - MAINE ANA SURVEYS 1995
 AB2638
 AB2638                          STATION RECOVERY (2004)
 AB2638
 AB2638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KRN)
 AB2638'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0028 ***********************************************************************
 PF0028  DESIGNATION -  555.8
 PF0028  PID         -  PF0028
 PF0028  STATE/COUNTY-  ME/FRANKLIN
 PF0028  USGS QUAD   -  PHILLIPS (1984)
 PF0028
 PF0028                         *CURRENT SURVEY CONTROL
 PF0028  ___________________________________________________________________
 PF0028* NAD 83(1986)-  44 49 00.     (N)    070 19 40.     (W)     SCALED    
 PF0028* NAVD 88     -       169.42   (+/-2cm)     555.8    (feet)  VERTCON   
 PF0028  ___________________________________________________________________
 PF0028  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 PF0028
 PF0028  VERT ORDER  -  ? (See Below)
 PF0028
 PF0028.The horizontal coordinates were scaled from a topographic map and have
 PF0028.an estimated accuracy of +/- 6 seconds.
 PF0028
 PF0028.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF0028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF0028.The vertical order pertains to the NGVD 29 superseded value.
 PF0028
 PF0028.The geoid height was determined by GEOID03.
 PF0028
 PF0028;                    North         East    Units  Estimated Accuracy
 PF0028;SPC ME W     -   220,370.      887,260.      MT  (+/- 180 meters Scaled)
 PF0028
 PF0028                          SUPERSEDED SURVEY CONTROL
 PF0028
 PF0028  NGVD 29 (??/??/92)  169.558  (m)          556.29   (f) ADJ UNCH    ?  
 PF0028
 PF0028.Superseded values are not recommended for survey control.
 PF0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0028.See file dsdata.txt to determine how the superseded data were derived.
 PF0028
 PF0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK950634(NAD 83)
 PF0028_MARKER: Q = CHISELED SQUARE
 PF0028_SETTING: 66 = SET IN ROCK OUTCROP
 PF0028_SP_SET: GRANITE SLAB
 PF0028_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PF0028+STABILITY: POSITION/ELEVATION WELL
 PF0028
 PF0028  HISTORY     - Date     Condition        Report By
 PF0028  HISTORY     - UNK      MONUMENTED       USGS
 PF0028  HISTORY     - 1933     GOOD             NGS
 PF0028  HISTORY     - 1934     GOOD             NGS
 PF0028
 PF0028                          STATION DESCRIPTION
 PF0028
 PF0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PF0028'0.9 MI SE FROM PHILLIPS.
 PF0028'0.9 MILE SOUTHEAST ALONG THE OLD ROADBED OF THE ABANDONED
 PF0028'SANDY RIVER AND RANGELEY LAKES RAILROAD FROM PHILLIPS, FRANKLIN
 PF0028'COUNTY, AT A ROAD CROSSING, 14 YARDS WEST OF THE CENTER LINE
 PF0028'OF THE ROAD, 13 YARDS SOUTH OF THE CENTER LINE OF THE OLD
 PF0028'ROADBED, AT A DWELLING HOUSE, AND ON THE GRANITE SLAB AT THE
 PF0028'DOORSTEP.  A CHISELED SQUARE.
 PF0028
 PF0028                          STATION RECOVERY (1934)
 PF0028
 PF0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PF0028'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0272 ***********************************************************************
 PF0272  DESIGNATION -  558.4
 PF0272  PID         -  PF0272
 PF0272  STATE/COUNTY-  ME/OXFORD
 PF0272  USGS QUAD   -  RUMFORD (1969)
 PF0272
 PF0272                         *CURRENT SURVEY CONTROL
 PF0272  ___________________________________________________________________
 PF0272* NAD 83(1986)-  44 35 44.     (N)    070 33 44.     (W)     SCALED    
 PF0272* NAVD 88     -       170.139  (meters)     558.20   (feet)  ADJUSTED  
 PF0272  ___________________________________________________________________
 PF0272  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 PF0272  DYNAMIC HT  -         170.120 (meters)     558.14  (feet)  COMP
 PF0272  MODELED GRAV-     980,504.1   (mgal)                       NAVD 88
 PF0272
 PF0272  VERT ORDER  -  SECOND    CLASS 0
 PF0272
 PF0272.The horizontal coordinates were scaled from a topographic map and have
 PF0272.an estimated accuracy of +/- 6 seconds.
 PF0272
 PF0272.The orthometric height was determined by differential leveling
 PF0272.and adjusted by the National Geodetic Survey in June 1991..
 PF0272
 PF0272.The geoid height was determined by GEOID03.
 PF0272
 PF0272.The dynamic height is computed by dividing the NAVD 88
 PF0272.geopotential number by the normal gravity value computed on the
 PF0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0272.degrees latitude (g = 980.6199 gals.).
 PF0272
 PF0272.The modeled gravity was interpolated from observed gravity values.
 PF0272
 PF0272;                    North         East    Units  Estimated Accuracy
 PF0272;SPC ME W     -   195,860.      868,590.      MT  (+/- 180 meters Scaled)
 PF0272
 PF0272                          SUPERSEDED SURVEY CONTROL
 PF0272
 PF0272  NGVD 29 (??/??/92)  170.279  (m)          558.66   (f) ADJ UNCH    2 0
 PF0272
 PF0272.Superseded values are not recommended for survey control.
 PF0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0272.See file dsdata.txt to determine how the superseded data were derived.
 PF0272
 PF0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK760392(NAD 83)
 PF0272_MARKER: Q = CHISELED SQUARE
 PF0272_SETTING: 80 = SET IN A BOULDER
 PF0272_SP_SET: BOULDER
 PF0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0272+STABILITY: SURFACE MOTION
 PF0272
 PF0272  HISTORY     - Date     Condition        Report By
 PF0272  HISTORY     - UNK      MONUMENTED       USGS
 PF0272  HISTORY     - 1933     GOOD             NGS
 PF0272  HISTORY     - 1934     GOOD             NGS
 PF0272
 PF0272                          STATION DESCRIPTION
 PF0272
 PF0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PF0272'0.5 MI N FROM HALE.
 PF0272'0.5 MILE NORTH ALONG THE OLD ROADBED OF THE ABANDONED MAINE
 PF0272'CENTRAL RAILROAD FROM HALE, OXFORD COUNTY, 25 YARDS NORTHEAST
 PF0272'OF A ROAD CROSSING, 12 YARDS EAST OF THE CENTER LINE OF THE OLD
 PF0272'ROADBED, AND ON THE TOP OF A LARGE BOULDER.  A CHISELED SQUARE.
 PF0272
 PF0272                          STATION RECOVERY (1934)
 PF0272
 PF0272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PF0272'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0942 ***********************************************************************
 PE0942  DESIGNATION -  559
 PE0942  PID         -  PE0942
 PE0942  STATE/COUNTY-  ME/WALDO
 PE0942  USGS QUAD   -  LIBERTY (1979)
 PE0942
 PE0942                         *CURRENT SURVEY CONTROL
 PE0942  ___________________________________________________________________
 PE0942* NAD 83(1986)-  44 28 15.     (N)    069 15 37.     (W)     SCALED    
 PE0942* NAVD 88     -       170.151  (meters)     558.24   (feet)  ADJUSTED  
 PE0942  ___________________________________________________________________
 PE0942  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 PE0942  DYNAMIC HT  -         170.135 (meters)     558.18  (feet)  COMP
 PE0942  MODELED GRAV-     980,520.2   (mgal)                       NAVD 88
 PE0942
 PE0942  VERT ORDER  -  SECOND    CLASS 0
 PE0942
 PE0942.The horizontal coordinates were scaled from a topographic map and have
 PE0942.an estimated accuracy of +/- 6 seconds.
 PE0942
 PE0942.The orthometric height was determined by differential leveling
 PE0942.and adjusted by the National Geodetic Survey in June 1991..
 PE0942
 PE0942.The geoid height was determined by GEOID03.
 PE0942
 PE0942.The dynamic height is computed by dividing the NAVD 88
 PE0942.geopotential number by the normal gravity value computed on the
 PE0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0942.degrees latitude (g = 980.6199 gals.).
 PE0942
 PE0942.The modeled gravity was interpolated from observed gravity values.
 PE0942
 PE0942;                    North         East    Units  Estimated Accuracy
 PE0942;SPC ME E     -    89,630.      239,510.      MT  (+/- 180 meters Scaled)
 PE0942
 PE0942                          SUPERSEDED SURVEY CONTROL
 PE0942
 PE0942  NGVD 29 (??/??/92)  170.360  (m)          558.92   (f) ADJ UNCH    2 0
 PE0942
 PE0942.Superseded values are not recommended for survey control.
 PE0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0942.See file dsdata.txt to determine how the superseded data were derived.
 PE0942
 PE0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK792242(NAD 83)
 PE0942_MARKER: DD = SURVEY DISK
 PE0942_SETTING: 66 = SET IN ROCK OUTCROP
 PE0942_SP_SET: ROCK OUTCROP
 PE0942_STAMPING: 559 FT MAINE
 PE0942_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0942+STABILITY: POSITION/ELEVATION WELL
 PE0942
 PE0942  HISTORY     - Date     Condition        Report By
 PE0942  HISTORY     - UNK      MONUMENTED       USGS
 PE0942  HISTORY     - 1935     GOOD             NGS
 PE0942
 PE0942                          STATION DESCRIPTION
 PE0942
 PE0942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PE0942'2.8 MI S FROM HALLDALE.
 PE0942'2.8 MILES SOUTH ALONG STATE HIGHWAY 220 FROM HALLDALE, WALDO
 PE0942'COUNTY, AT POLANDS CORNER, 80 YARDS SOUTHWEST OF THE CENTER OF A
 PE0942'ROAD CROSSING, 58 YARDS SOUTHWEST OF A SMALL WOODEN BRIDGE,
 PE0942'AT THE TOP OF A SMALL HILL, 14 FEET SOUTH OF THE CENTERLINE OF
 PE0942'THE HIGHWAY, AND IN THE TOP OF A ROCK OUTCROP.  A UNITED STATES
 PE0942'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 559 FT. MAINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0157 ***********************************************************************
 SF0157  DESIGNATION -  56 JHS
 SF0157  PID         -  SF0157
 SF0157  STATE/COUNTY-  ME/AROOSTOOK
 SF0157  USGS QUAD   -  BIG RAPIDS (1986)
 SF0157
 SF0157                         *CURRENT SURVEY CONTROL
 SF0157  ___________________________________________________________________
 SF0157* NAD 83(1986)-  47 06 29.     (N)    069 08 51.     (W)     SCALED    
 SF0157* NAVD 88     -       238.761  (meters)     783.34   (feet)  ADJUSTED  
 SF0157  ___________________________________________________________________
 SF0157  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 SF0157  DYNAMIC HT  -         238.783 (meters)     783.41  (feet)  COMP
 SF0157  MODELED GRAV-     980,699.7   (mgal)                       NAVD 88
 SF0157
 SF0157  VERT ORDER  -  SECOND    CLASS II
 SF0157
 SF0157.The horizontal coordinates were scaled from a topographic map and have
 SF0157.an estimated accuracy of +/- 6 seconds.
 SF0157
 SF0157.The orthometric height was determined by differential leveling
 SF0157.and adjusted by the National Geodetic Survey in June 1991..
 SF0157
 SF0157.The geoid height was determined by GEOID03.
 SF0157
 SF0157.The dynamic height is computed by dividing the NAVD 88
 SF0157.geopotential number by the normal gravity value computed on the
 SF0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0157.degrees latitude (g = 980.6199 gals.).
 SF0157
 SF0157.The modeled gravity was interpolated from observed gravity values.
 SF0157
 SF0157;                    North         East    Units  Estimated Accuracy
 SF0157;SPC ME E     -   382,640.      250,860.      MT  (+/- 180 meters Scaled)
 SF0157
 SF0157                          SUPERSEDED SURVEY CONTROL
 SF0157
 SF0157.No superseded survey control is available for this station.
 SF0157
 SF0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN888171(NAD 83)
 SF0157_MARKER: DD = SURVEY DISK
 SF0157_SETTING: 80 = SET IN A BOULDER
 SF0157_SP_SET: BOULDER
 SF0157_STAMPING: 56 JHS 1984
 SF0157_MARK LOGO: USGS  
 SF0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF0157+STABILITY: SURFACE MOTION
 SF0157
 SF0157  HISTORY     - Date     Condition        Report By
 SF0157  HISTORY     - 1984     MONUMENTED       USGS-M
 SF0157
 SF0157                          STATION DESCRIPTION
 SF0157
 SF0157'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1984
 SF0157'2.7 MI WEST FROM DICKEY.
 SF0157'DICKEY BRIDGE (OVER ST. JOHN RIVER), 0.8 MI (1.3 KM) NW. THENCE
 SF0157'2.8 MI (4.5 KM) SW. OF, ALONG RD., ABOUT 3 MI (4.8 KM) E. OF CENTER
 SF0157'OF W. EDGE OF ALLAGASH TWP., ABOUT 0.4 MI (0.64 KM) E. OF DICKEY
 SF0157'CHECKPOINT, ABOUT 600 FT (182.9 M) N. OF ST. JOHN RIVER AT BIG RAPIDS,
 SF0157'40 FT (12.2 M) N. AND 5.2 FT (1.6 M) HIGHER THAN RD. AT CURVE, 4.5 FT
 SF0157'(1.4 M) N. OF WITNESS POST, SET IN TOP OF A LARGE BOULDER, PROJECTING
 SF0157'3 FT (0.91 M) ABOVE GROUND LEVEL.
 SF0157'THE MARK IS 5.2 FT ABOVE A CURVE IN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0011 ***********************************************************************
 SF0011  DESIGNATION -  564.6
 SF0011  PID         -  SF0011
 SF0011  STATE/COUNTY-  ME/AROOSTOOK
 SF0011  USGS QUAD   -  VIOLETTE STREAM (1986)
 SF0011
 SF0011                         *CURRENT SURVEY CONTROL
 SF0011  ___________________________________________________________________
 SF0011* NAD 83(1986)-  47 10 00.     (N)    068 00 51.     (W)     SCALED    
 SF0011* NAVD 88     -       171.93   (+/-2cm)     564.1    (feet)  VERTCON   
 SF0011  ___________________________________________________________________
 SF0011  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 SF0011
 SF0011  VERT ORDER  -  ? (See Below)
 SF0011
 SF0011.The horizontal coordinates were scaled from a topographic map and have
 SF0011.an estimated accuracy of +/- 6 seconds.
 SF0011
 SF0011.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0011.The vertical order pertains to the NGVD 29 superseded value.
 SF0011
 SF0011.The geoid height was determined by GEOID03.
 SF0011
 SF0011;                    North         East    Units  Estimated Accuracy
 SF0011;SPC ME E     -   389,070.      336,830.      MT  (+/- 180 meters Scaled)
 SF0011
 SF0011                          SUPERSEDED SURVEY CONTROL
 SF0011
 SF0011  NGVD 29 (??/??/92)  172.095  (m)          564.62   (f) ADJ UNCH    ?  
 SF0011
 SF0011.Superseded values are not recommended for survey control.
 SF0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0011.See file dsdata.txt to determine how the superseded data were derived.
 SF0011
 SF0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN747241(NAD 83)
 SF0011_MARKER: H = DRILL HOLE
 SF0011_SETTING: 80 = SET IN A BOULDER
 SF0011_SP_SET: BOULDER
 SF0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF0011+STABILITY: SURFACE MOTION
 SF0011
 SF0011  HISTORY     - Date     Condition        Report By
 SF0011  HISTORY     - UNK      MONUMENTED       USGS
 SF0011  HISTORY     - 1933     GOOD             NGS
 SF0011
 SF0011                          STATION DESCRIPTION
 SF0011
 SF0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 SF0011'4.1 MI W FROM VAN BUREN.
 SF0011'4.1 MILES WEST ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM THE
 SF0011'STATION AT VAN BUREN, AROOSTOOK COUNTY, AT STATION 255.15, 10
 SF0011'YARDS WEST OF THE CENTERLINE OF THE TRACK, ON THE TOP OF A
 SF0011'BOULDER, AND LEVEL WITH THE TRACK.  A DRILL HOLE MARKED 564.6.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0158 ***********************************************************************
 SF0158  DESIGNATION -  57 JHS
 SF0158  PID         -  SF0158
 SF0158  STATE/COUNTY-  ME/AROOSTOOK
 SF0158  USGS QUAD   -  BIG RAPIDS (1986)
 SF0158
 SF0158                         *CURRENT SURVEY CONTROL
 SF0158  ___________________________________________________________________
 SF0158* NAD 83(1986)-  47 06 45.     (N)    069 07 39.     (W)     SCALED    
 SF0158* NAVD 88     -       208.489  (meters)     684.02   (feet)  ADJUSTED  
 SF0158  ___________________________________________________________________
 SF0158  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 SF0158  DYNAMIC HT  -         208.510 (meters)     684.09  (feet)  COMP
 SF0158  MODELED GRAV-     980,705.4   (mgal)                       NAVD 88
 SF0158
 SF0158  VERT ORDER  -  SECOND    CLASS II
 SF0158
 SF0158.The horizontal coordinates were scaled from a topographic map and have
 SF0158.an estimated accuracy of +/- 6 seconds.
 SF0158
 SF0158.The orthometric height was determined by differential leveling
 SF0158.and adjusted by the National Geodetic Survey in June 1991..
 SF0158
 SF0158.The geoid height was determined by GEOID03.
 SF0158
 SF0158.The dynamic height is computed by dividing the NAVD 88
 SF0158.geopotential number by the normal gravity value computed on the
 SF0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0158.degrees latitude (g = 980.6199 gals.).
 SF0158
 SF0158.The modeled gravity was interpolated from observed gravity values.
 SF0158
 SF0158;                    North         East    Units  Estimated Accuracy
 SF0158;SPC ME E     -   383,120.      252,380.      MT  (+/- 180 meters Scaled)
 SF0158
 SF0158                          SUPERSEDED SURVEY CONTROL
 SF0158
 SF0158.No superseded survey control is available for this station.
 SF0158
 SF0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN903176(NAD 83)
 SF0158_MARKER: DD = SURVEY DISK
 SF0158_SETTING: 66 = SET IN ROCK OUTCROP
 SF0158_SP_SET: ROCK OUTCROP
 SF0158_STAMPING: 57 JHS 1984
 SF0158_MARK LOGO: USGS  
 SF0158_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SF0158+STABILITY: POSITION/ELEVATION WELL
 SF0158
 SF0158  HISTORY     - Date     Condition        Report By
 SF0158  HISTORY     - 1984     MONUMENTED       USGS-M
 SF0158
 SF0158                          STATION DESCRIPTION
 SF0158
 SF0158'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1984
 SF0158'1.75 MI WEST FROM DICKEY.
 SF0158'DICKEY BRIDGE (OVER ST. JOHN RIVER), 0.8 MI (1.3 KM) NW. THENCE
 SF0158'1.8 MI (2.9 KM) SW. OF, ALONG RD., ABOUT 4 MI (6.4 KM) E. OF CENTER
 SF0158'OF W. SIDE OF ALLAGASH TWP., ABOUT 500 FT (152.4 M) N. OF ST. JOHN
 SF0158'RIVER, JUST W. OF ST. CLAIR ISLAND, ABOUT 0.15 MI (0.24 KM) SW. OF
 SF0158'T-RD. NW., 56 FT (17.1 M) W. ALONG RD. THENCE 32 FT (9.8 M) N. AND 0.7
 SF0158'FT (21.3 CM) HIGHER THAN RD. AT CURVE AND TRAIL E., 5.9 FT (1.8 M) S.
 SF0158'OF A WITNESS POST, SET IN BED ROCK.
 SF0158'THE MARK IS 0.7 FT ABOVE A CURVE AND TRAIL EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0331 ***********************************************************************
 PD0331  DESIGNATION -  57 USGS
 PD0331  PID         -  PD0331
 PD0331  STATE/COUNTY-  ME/WASHINGTON
 PD0331  USGS QUAD   -  WHITNEYVILLE (1977)
 PD0331
 PD0331                         *CURRENT SURVEY CONTROL
 PD0331  ___________________________________________________________________
 PD0331* NAD 83(1986)-  44 43 11.     (N)    067 31 08.     (W)     SCALED    
 PD0331* NAVD 88     -        17.163  (meters)      56.31   (feet)  ADJUSTED  
 PD0331  ___________________________________________________________________
 PD0331  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 PD0331  DYNAMIC HT  -          17.162 (meters)      56.31  (feet)  COMP
 PD0331  MODELED GRAV-     980,584.5   (mgal)                       NAVD 88
 PD0331  OBS GRAVITY -     980,590.0   (mgal)                       GRAV_OBS
 PD0331
 PD0331  VERT ORDER  -  FIRST     CLASS I
 PD0331
 PD0331.The horizontal coordinates were scaled from a topographic map and have
 PD0331.an estimated accuracy of +/- 6 seconds.
 PD0331
 PD0331.The orthometric height was determined by differential leveling
 PD0331.and adjusted by the National Geodetic Survey in June 1991..
 PD0331
 PD0331.The geoid height was determined by GEOID03.
 PD0331
 PD0331.The dynamic height is computed by dividing the NAVD 88
 PD0331.geopotential number by the normal gravity value computed on the
 PD0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0331.degrees latitude (g = 980.6199 gals.).
 PD0331
 PD0331.The modeled gravity was interpolated from observed gravity values.
 PD0331.The observed gravity was obtained from relative gravimeter ties
 PD0331.to the IGSN71 gravity network.
 PD0331
 PD0331;                    North         East    Units  Estimated Accuracy
 PD0331;SPC ME E     -   117,470.      377,730.      MT  (+/- 180 meters Scaled)
 PD0331
 PD0331                          SUPERSEDED SURVEY CONTROL
 PD0331
 PD0331  NGVD 29 (??/??/92)   17.374  (m)           57.00   (f) ADJ UNCH    1 1
 PD0331
 PD0331.Superseded values are not recommended for survey control.
 PD0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0331.See file dsdata.txt to determine how the superseded data were derived.
 PD0331
 PD0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK173528(NAD 83)
 PD0331_MARKER: DB = BENCH MARK DISK
 PD0331_SETTING: 80 = SET IN A BOULDER
 PD0331_SP_SET: BRIDGE
 PD0331_STAMPING: 57.113 ME 1917
 PD0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0331+STABILITY: SURFACE MOTION
 PD0331
 PD0331  HISTORY     - Date     Condition        Report By
 PD0331  HISTORY     - 1917     MONUMENTED       USGS
 PD0331  HISTORY     - 1966     GOOD             NGS
 PD0331  HISTORY     - 1978     GOOD             DMA
 PD0331
 PD0331                          STATION DESCRIPTION
 PD0331
 PD0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PD0331'0.2 MI E FROM WHITNEYVILLE.
 PD0331'0.15 MILE EAST ALONG THE MAINE CENTRAL RAILROAD FROM THE CROSSING
 PD0331'OF U.S. HIGHWAY 1A AT WHITNEYVILLE, 260 FEET EAST OF MILEPOST
 PD0331'P-222/C-48, AT THE WEST END OF THE RAILROAD BRIDGE ACROSS MACHIAS
 PD0331'RIVER, 4.5 FEET SOUTH OF THE SOUTH RAIL, IN TTHE TOP OF THE WEST STONE
 PD0331'PARAPET WALL FOR THE WEST ABUTMENT OF BRIDGE, 2.5 FEET NORTH OF
 PD0331'THE SOUTH END OF THE WALL AND ABOUT LEVEL WITH THE TRACK.
 PD0331
 PD0331                          STATION RECOVERY (1978)
 PD0331
 PD0331'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PD0331'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0159 ***********************************************************************
 SF0159  DESIGNATION -  58 JHS
 SF0159  PID         -  SF0159
 SF0159  STATE/COUNTY-  ME/AROOSTOOK
 SF0159  USGS QUAD   -  ALLAGASH (1986)
 SF0159
 SF0159                         *CURRENT SURVEY CONTROL
 SF0159  ___________________________________________________________________
 SF0159* NAD 83(1986)-  47 07 10.     (N)    069 06 55.     (W)     SCALED    
 SF0159* NAVD 88     -       199.128  (meters)     653.31   (feet)  ADJUSTED  
 SF0159  ___________________________________________________________________
 SF0159  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 SF0159  DYNAMIC HT  -         199.148 (meters)     653.37  (feet)  COMP
 SF0159  MODELED GRAV-     980,709.7   (mgal)                       NAVD 88
 SF0159
 SF0159  VERT ORDER  -  SECOND    CLASS II
 SF0159
 SF0159.The horizontal coordinates were scaled from a topographic map and have
 SF0159.an estimated accuracy of +/- 6 seconds.
 SF0159
 SF0159.The orthometric height was determined by differential leveling
 SF0159.and adjusted by the National Geodetic Survey in June 1991..
 SF0159
 SF0159.The geoid height was determined by GEOID03.
 SF0159
 SF0159.The dynamic height is computed by dividing the NAVD 88
 SF0159.geopotential number by the normal gravity value computed on the
 SF0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0159.degrees latitude (g = 980.6199 gals.).
 SF0159
 SF0159.The modeled gravity was interpolated from observed gravity values.
 SF0159
 SF0159;                    North         East    Units  Estimated Accuracy
 SF0159;SPC ME E     -   383,890.      253,310.      MT  (+/- 180 meters Scaled)
 SF0159
 SF0159                          SUPERSEDED SURVEY CONTROL
 SF0159
 SF0159.No superseded survey control is available for this station.
 SF0159
 SF0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN912184(NAD 83)
 SF0159_MARKER: DD = SURVEY DISK
 SF0159_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 SF0159+WITH SETTING: INFORMATION.
 SF0159_SP_SET: SHALLOW-SET METAL ROD
 SF0159_STAMPING: 58 JHS 1984
 SF0159_MARK LOGO: USGS  
 SF0159_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0159
 SF0159  HISTORY     - Date     Condition        Report By
 SF0159  HISTORY     - 1984     MONUMENTED       USGS-M
 SF0159
 SF0159                          STATION DESCRIPTION
 SF0159
 SF0159'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1984
 SF0159'1.3 MI WNW FROM DICKEY.
 SF0159'DICKEY BRIDGE (OVER ST. JOHN RIVER), 0.8 MI (1.3 KM) NW. THENCE
 SF0159'1 MI (1.6 KM) SW. OF, ALONG RD., NEAR CENTER OF ALLAGASH TWP., 45 FT
 SF0159'(13.7 M) N., 30 FT (9.1 M) W. AND 0.9 FT (0.27 M) LOWER THAN RD. AT
 SF0159'TRAIL N. NEAR CENTER OF CURVE, 5 FT (1.5 M) S. OF A WITNESS POST, A
 SF0159'STANDARD ROD SUPPORTED TABLET CENTERED IN PLASTIC PIPE, AT GROUND
 SF0159'LEVEL.
 SF0159'THE MARK IS 0.9 FT BELOW A TRAIL NORTH AT A CURVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0322 ***********************************************************************
 PD0322  DESIGNATION -  58 USGS
 PD0322  PID         -  PD0322
 PD0322  STATE/COUNTY-  ME/WASHINGTON
 PD0322  USGS QUAD   -  COLUMBIA FALLS (1977)
 PD0322
 PD0322                         *CURRENT SURVEY CONTROL
 PD0322  ___________________________________________________________________
 PD0322* NAD 83(1986)-  44 41 11.     (N)    067 37 47.     (W)     SCALED    
 PD0322* NAVD 88     -        17.460  (meters)      57.28   (feet)  ADJUSTED  
 PD0322  ___________________________________________________________________
 PD0322  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 PD0322  DYNAMIC HT  -          17.459 (meters)      57.28  (feet)  COMP
 PD0322  MODELED GRAV-     980,577.0   (mgal)                       NAVD 88
 PD0322  OBS GRAVITY -     980,579.7   (mgal)                       GRAV_OBS
 PD0322
 PD0322  VERT ORDER  -  FIRST     CLASS I
 PD0322
 PD0322.The horizontal coordinates were scaled from a topographic map and have
 PD0322.an estimated accuracy of +/- 6 seconds.
 PD0322
 PD0322.The orthometric height was determined by differential leveling
 PD0322.and adjusted by the National Geodetic Survey in June 1991..
 PD0322
 PD0322.The geoid height was determined by GEOID03.
 PD0322
 PD0322.The dynamic height is computed by dividing the NAVD 88
 PD0322.geopotential number by the normal gravity value computed on the
 PD0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0322.degrees latitude (g = 980.6199 gals.).
 PD0322
 PD0322.The modeled gravity was interpolated from observed gravity values.
 PD0322.The observed gravity was obtained from relative gravimeter ties
 PD0322.to the IGSN71 gravity network.
 PD0322
 PD0322;                    North         East    Units  Estimated Accuracy
 PD0322;SPC ME E     -   113,660.      368,990.      MT  (+/- 180 meters Scaled)
 PD0322
 PD0322                          SUPERSEDED SURVEY CONTROL
 PD0322
 PD0322  NGVD 29 (??/??/92)   17.669  (m)           57.97   (f) ADJ UNCH    1 1
 PD0322
 PD0322.Superseded values are not recommended for survey control.
 PD0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0322.See file dsdata.txt to determine how the superseded data were derived.
 PD0322
 PD0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK085490(NAD 83)
 PD0322_MARKER: DB = BENCH MARK DISK
 PD0322_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PD0322_SP_SET: BRIDGE
 PD0322_STAMPING: 58.100 ME 1917
 PD0322_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PD0322
 PD0322  HISTORY     - Date     Condition        Report By
 PD0322  HISTORY     - 1917     MONUMENTED       USGS
 PD0322  HISTORY     - 1966     GOOD             NGS
 PD0322  HISTORY     - 1978     GOOD             DMA
 PD0322
 PD0322                          STATION DESCRIPTION
 PD0322
 PD0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PD0322'1.4 MI NE FROM JONESBORO STATION.
 PD0322'1.45 MILES NORTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PD0322'CROSSING OF A BLACK TOPPED ROAD AT JONESBORO STATION, ABOUT 0.45
 PD0322'MILE SOUTHWEST OF MILEPOST C54/P216, AT RAILROAD BRIDGE 215+56
 PD0322'OVER CHANDLER RIVER, 14.8 FEET NORTHWEST OF THE NORTHWEST RAIL,
 PD0322'IN THE TOP OF THE WEST WING WALL AT THE SOUTHWEST END OF THE
 PD0322'BRIDGE, 9.3 FEET EAST OF THE WEST END OF THE WING WALL, 14 FEET
 PD0322'WEST OF THE WEST END OF THE NORTHWEST STEEL GIRDER OF THE
 PD0322'BRIDGE, AND ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK.
 PD0322
 PD0322                          STATION RECOVERY (1978)
 PD0322
 PD0322'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PD0322'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0268 ***********************************************************************
 PF0268  DESIGNATION -  582.9
 PF0268  PID         -  PF0268
 PF0268  STATE/COUNTY-  ME/OXFORD
 PF0268  USGS QUAD   -  RUMFORD (1969)
 PF0268
 PF0268                         *CURRENT SURVEY CONTROL
 PF0268  ___________________________________________________________________
 PF0268* NAD 83(1986)-  44 37 25.     (N)    070 34 53.     (W)     SCALED    
 PF0268* NAVD 88     -       177.599  (meters)     582.67   (feet)  ADJUSTED  
 PF0268  ___________________________________________________________________
 PF0268  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 PF0268  DYNAMIC HT  -         177.578 (meters)     582.60  (feet)  COMP
 PF0268  MODELED GRAV-     980,496.5   (mgal)                       NAVD 88
 PF0268
 PF0268  VERT ORDER  -  SECOND    CLASS 0
 PF0268
 PF0268.The horizontal coordinates were scaled from a topographic map and have
 PF0268.an estimated accuracy of +/- 6 seconds.
 PF0268
 PF0268.The orthometric height was determined by differential leveling
 PF0268.and adjusted by the National Geodetic Survey in June 1991..
 PF0268
 PF0268.The geoid height was determined by GEOID03.
 PF0268
 PF0268.The dynamic height is computed by dividing the NAVD 88
 PF0268.geopotential number by the normal gravity value computed on the
 PF0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0268.degrees latitude (g = 980.6199 gals.).
 PF0268
 PF0268.The modeled gravity was interpolated from observed gravity values.
 PF0268
 PF0268;                    North         East    Units  Estimated Accuracy
 PF0268;SPC ME W     -   198,990.      867,090.      MT  (+/- 180 meters Scaled)
 PF0268
 PF0268                          SUPERSEDED SURVEY CONTROL
 PF0268
 PF0268  NGVD 29 (??/??/92)  177.738  (m)          583.13   (f) ADJ UNCH    2 0
 PF0268
 PF0268.Superseded values are not recommended for survey control.
 PF0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0268.See file dsdata.txt to determine how the superseded data were derived.
 PF0268
 PF0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK745423(NAD 83)
 PF0268_MARKER: Q = CHISELED SQUARE
 PF0268_SETTING: 80 = SET IN A BOULDER
 PF0268_SP_SET: BOULDER
 PF0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0268+STABILITY: SURFACE MOTION
 PF0268
 PF0268  HISTORY     - Date     Condition        Report By
 PF0268  HISTORY     - UNK      MONUMENTED       USGS
 PF0268  HISTORY     - 1933     GOOD             NGS
 PF0268  HISTORY     - 1934     GOOD             NGS
 PF0268
 PF0268                          STATION DESCRIPTION
 PF0268
 PF0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PF0268'0.3 MI N FROM FRYE.
 PF0268'0.3 MILE NORTH ALONG THE OLD ROADBED OF THE ABANDONED MAINE
 PF0268'CENTRAL RAILROAD FROM FRYE, OXFORD COUNTY, BETWEEN STATE HIGHWAY
 PF0268'17 AND THE OLD ROADBED, 75 FEET WEST OF THE CENTER LINE OF THE
 PF0268'HIGHWAY, 50 FEET EAST OF THE CENTER LINE OF THE OLD ROADBED, NEAR
 PF0268'A SMALL CLUMP OF TREES, ON THE TOP OF A LARGE BOULDER, AND LEVEL
 PF0268'WITH THE OLD ROADBED.  A CHISELED SQUARE.
 PF0268
 PF0268                          STATION RECOVERY (1934)
 PF0268
 PF0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PF0268'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0160 ***********************************************************************
 SF0160  DESIGNATION -  59 JHS
 SF0160  PID         -  SF0160
 SF0160  STATE/COUNTY-  ME/AROOSTOOK
 SF0160  USGS QUAD   -  ALLAGASH (1986)
 SF0160
 SF0160                         *CURRENT SURVEY CONTROL
 SF0160  ___________________________________________________________________
 SF0160* NAD 83(1986)-  47 07 22.     (N)    069 05 48.     (W)     SCALED    
 SF0160* NAVD 88     -       190.135  (meters)     623.80   (feet)  ADJUSTED  
 SF0160  ___________________________________________________________________
 SF0160  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 SF0160  DYNAMIC HT  -         190.155 (meters)     623.87  (feet)  COMP
 SF0160  MODELED GRAV-     980,714.4   (mgal)                       NAVD 88
 SF0160
 SF0160  VERT ORDER  -  SECOND    CLASS II
 SF0160
 SF0160.The horizontal coordinates were scaled from a topographic map and have
 SF0160.an estimated accuracy of +/- 6 seconds.
 SF0160
 SF0160.The orthometric height was determined by differential leveling
 SF0160.and adjusted by the National Geodetic Survey in June 1991..
 SF0160
 SF0160.The geoid height was determined by GEOID03.
 SF0160
 SF0160.The dynamic height is computed by dividing the NAVD 88
 SF0160.geopotential number by the normal gravity value computed on the
 SF0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0160.degrees latitude (g = 980.6199 gals.).
 SF0160
 SF0160.The modeled gravity was interpolated from observed gravity values.
 SF0160
 SF0160;                    North         East    Units  Estimated Accuracy
 SF0160;SPC ME E     -   384,250.      254,730.      MT  (+/- 180 meters Scaled)
 SF0160
 SF0160                          SUPERSEDED SURVEY CONTROL
 SF0160
 SF0160.No superseded survey control is available for this station.
 SF0160
 SF0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN926188(NAD 83)
 SF0160_MARKER: DD = SURVEY DISK
 SF0160_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 SF0160_SP_SET: BRIDGE ABUTMENT
 SF0160_STAMPING: 59 JHS 1984
 SF0160_MARK LOGO: USGS  
 SF0160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SF0160
 SF0160  HISTORY     - Date     Condition        Report By
 SF0160  HISTORY     - 1984     MONUMENTED       USGS-M
 SF0160
 SF0160                          STATION DESCRIPTION
 SF0160
 SF0160'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1984
 SF0160'0.76 MI NNW FROM DICKEY.
 SF0160'DICKEY BRIDGE (OVER ST. JOHN RIVER), 0.8 MI (1.3 KM) NW. OF ALONG
 SF0160'MAIN TRAVELED RD., ON N. END OF E. CONCRETE ABUTMENT OF BRIDGE OVER
 SF0160'LITTLE BLACK RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0644 ***********************************************************************
 RF0644  DESIGNATION -  6 JHS
 RF0644  PID         -  RF0644
 RF0644  STATE/COUNTY-  ME/AROOSTOOK
 RF0644  USGS QUAD   -  UGH LAKE (1986)
 RF0644
 RF0644                         *CURRENT SURVEY CONTROL
 RF0644  ___________________________________________________________________
 RF0644* NAD 83(1986)-  46 41 02.     (N)    069 30 25.     (W)     SCALED    
 RF0644* NAVD 88     -       386.725  (meters)    1268.78   (feet)  ADJUSTED  
 RF0644  ___________________________________________________________________
 RF0644  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 RF0644  DYNAMIC HT  -         386.743 (meters)    1268.84  (feet)  COMP
 RF0644  MODELED GRAV-     980,650.8   (mgal)                       NAVD 88
 RF0644
 RF0644  VERT ORDER  -  SECOND    CLASS II
 RF0644
 RF0644.The horizontal coordinates were scaled from a topographic map and have
 RF0644.an estimated accuracy of +/- 6 seconds.
 RF0644
 RF0644.The orthometric height was determined by differential leveling
 RF0644.and adjusted by the National Geodetic Survey in June 1991..
 RF0644
 RF0644.The geoid height was determined by GEOID03.
 RF0644
 RF0644.The dynamic height is computed by dividing the NAVD 88
 RF0644.geopotential number by the normal gravity value computed on the
 RF0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0644.degrees latitude (g = 980.6199 gals.).
 RF0644
 RF0644.The modeled gravity was interpolated from observed gravity values.
 RF0644
 RF0644;                    North         East    Units  Estimated Accuracy
 RF0644;SPC ME E     -   335,780.      222,970.      MT  (+/- 180 meters Scaled)
 RF0644
 RF0644                          SUPERSEDED SURVEY CONTROL
 RF0644
 RF0644.No superseded survey control is available for this station.
 RF0644
 RF0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM612701(NAD 83)
 RF0644_MARKER: DD = SURVEY DISK
 RF0644_SETTING: 80 = SET IN A BOULDER
 RF0644_SP_SET: BOULDER
 RF0644_STAMPING: 6 JHS 1984
 RF0644_MARK LOGO: USGS  
 RF0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0644+STABILITY: SURFACE MOTION
 RF0644
 RF0644  HISTORY     - Date     Condition        Report By
 RF0644  HISTORY     - 1984     MONUMENTED       USGS-M
 RF0644
 RF0644                          STATION DESCRIPTION
 RF0644
 RF0644'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1984
 RF0644'5.2 MI NORTH FROM CLAYTON LAKE.
 RF0644'CLAYTON LAKE POST OFFICE, 5.9 MI (9.5 KM) N. OF, ALONG RDS. AND
 RF0644'TRAILS, ABOUT 1.8 MI (2.9 KM) N. AND 2 MI (3.2 KM) W. OF SE. COR. T.
 RF0644'12, R. 14, WELS, 98 FT (30 M) SW. ALONG TRAIL THENCE 36 FT (11 M) WNW.
 RF0644'AND 4.6 FT (1.4 KM) LOWER THAN DIM T-TRAIL E., IN TOP OF A 6 FT
 RF0644'(1.8 KM) BY 4 FT (1.2 M) BOULDER, 3 FT (0.9 M) ABOVE GROUND LEVEL AND
 RF0644'6.5 FT (2 M) W. OF WITNESS POST.
 RF0644'THE MARK IS 4.6 FT BELOW THE ROAD AT TRAIL EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0604 ***********************************************************************
 RF0604  DESIGNATION -  6 JHS USGS
 RF0604  PID         -  RF0604
 RF0604  STATE/COUNTY-  ME/AROOSTOOK
 RF0604  USGS QUAD   -  FARRAR POND (1985)
 RF0604
 RF0604                         *CURRENT SURVEY CONTROL
 RF0604  ___________________________________________________________________
 RF0604* NAD 83(1986)-  46 44 03.     (N)    068 54 05.     (W)     SCALED    
 RF0604* NAVD 88     -       324.397  (meters)    1064.29   (feet)  ADJUSTED  
 RF0604  ___________________________________________________________________
 RF0604  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 RF0604  DYNAMIC HT  -         324.419 (meters)    1064.36  (feet)  COMP
 RF0604  MODELED GRAV-     980,673.4   (mgal)                       NAVD 88
 RF0604
 RF0604  VERT ORDER  -  SECOND    CLASS II
 RF0604
 RF0604.The horizontal coordinates were scaled from a topographic map and have
 RF0604.an estimated accuracy of +/- 6 seconds.
 RF0604
 RF0604.The orthometric height was determined by differential leveling
 RF0604.and adjusted by the National Geodetic Survey in June 1991..
 RF0604
 RF0604.The geoid height was determined by GEOID03.
 RF0604
 RF0604.The dynamic height is computed by dividing the NAVD 88
 RF0604.geopotential number by the normal gravity value computed on the
 RF0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0604.degrees latitude (g = 980.6199 gals.).
 RF0604
 RF0604.The modeled gravity was interpolated from observed gravity values.
 RF0604
 RF0604;                    North         East    Units  Estimated Accuracy
 RF0604;SPC ME E     -   340,950.      269,320.      MT  (+/- 180 meters Scaled)
 RF0604
 RF0604                          SUPERSEDED SURVEY CONTROL
 RF0604
 RF0604.No superseded survey control is available for this station.
 RF0604
 RF0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM075756(NAD 83)
 RF0604_MARKER: DB = BENCH MARK DISK
 RF0604_SETTING: 66 = SET IN ROCK OUTCROP
 RF0604_SP_SET: ROCK OUTCROP
 RF0604_STAMPING: 6 JHS 1983
 RF0604_MARK LOGO: USGS  
 RF0604_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0604+STABILITY: POSITION/ELEVATION WELL
 RF0604
 RF0604  HISTORY     - Date     Condition        Report By
 RF0604  HISTORY     - 1983     MONUMENTED       USGS-M
 RF0604
 RF0604                          STATION DESCRIPTION
 RF0604
 RF0604'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1983
 RF0604'28 MI WNW FROM ASHLAND.
 RF0604'22.3 MI (35.9 KM) WEST ALONG THE AMERICAN REALTY ROAD FROM ASHLAND,
 RF0604'THENCE 6 MI (9.6 KM) NORTHWEST ALONG ROAD FROM ITS JUNCTION WITH THE
 RF0604'AMERICAN REALTY ROAD NEAR NORTHWEST CORNER OF BIG MACHIAS LAKE, ABOUT
 RF0604'1.2 MI (1.9 KM) SOUTH AND 2.3 MI (3.7 KM) EAST OF NORTHWEST CORNER OF
 RF0604'T. 12 R. 9 WELS., 238 FT (73 M) SOUTH OF WOODEN BRIDGE OVER THE LEFT
 RF0604'FORK OF TWENTY-MILE BROOK, 3O FT (9.1 M) EAST OF THE ROAD, SET IN THE
 RF0604'TOP OF A 15- BY 10-FOOT ROCK OUTCROP, 1.6 FT (0.5 M) ABOVE THE ROAD, A
 RF0604'USGS TABLET STAMPED 6 JHS 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0147 ***********************************************************************
 QG0147  DESIGNATION -  6 W
 QG0147  PID         -  QG0147
 QG0147  STATE/COUNTY-  ME/AROOSTOOK
 QG0147  USGS QUAD   -  BENEDICTA (1989)
 QG0147
 QG0147                         *CURRENT SURVEY CONTROL
 QG0147  ___________________________________________________________________
 QG0147* NAD 83(1986)-  45 52 17.     (N)    068 25 07.     (W)     SCALED    
 QG0147* NAVD 88     -       159.162  (meters)     522.18   (feet)  ADJUSTED  
 QG0147  ___________________________________________________________________
 QG0147  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 QG0147  DYNAMIC HT  -         159.168 (meters)     522.20  (feet)  COMP
 QG0147  MODELED GRAV-     980,645.6   (mgal)                       NAVD 88
 QG0147
 QG0147  VERT ORDER  -  SECOND    CLASS 0
 QG0147
 QG0147.The horizontal coordinates were scaled from a topographic map and have
 QG0147.an estimated accuracy of +/- 6 seconds.
 QG0147
 QG0147.The orthometric height was determined by differential leveling
 QG0147.and adjusted by the National Geodetic Survey in June 1991..
 QG0147
 QG0147.The geoid height was determined by GEOID03.
 QG0147
 QG0147.The dynamic height is computed by dividing the NAVD 88
 QG0147.geopotential number by the normal gravity value computed on the
 QG0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0147.degrees latitude (g = 980.6199 gals.).
 QG0147
 QG0147.The modeled gravity was interpolated from observed gravity values.
 QG0147
 QG0147;                    North         East    Units  Estimated Accuracy
 QG0147;SPC ME E     -   244,980.      306,320.      MT  (+/- 180 meters Scaled)
 QG0147
 QG0147                          SUPERSEDED SURVEY CONTROL
 QG0147
 QG0147  NGVD 29 (??/??/92)  159.339  (m)          522.76   (f) ADJ UNCH    2 0
 QG0147
 QG0147.Superseded values are not recommended for survey control.
 QG0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0147.See file dsdata.txt to determine how the superseded data were derived.
 QG0147
 QG0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL451799(NAD 83)
 QG0147_MARKER: DD = SURVEY DISK
 QG0147_SETTING: 80 = SET IN A BOULDER
 QG0147_SP_SET: BOULDER
 QG0147_STAMPING: 6 W 1940
 QG0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0147+STABILITY: SURFACE MOTION
 QG0147
 QG0147  HISTORY     - Date     Condition        Report By
 QG0147  HISTORY     - 1940     MONUMENTED       USGS
 QG0147  HISTORY     - 1959     GOOD             NGS
 QG0147  HISTORY     - 1977     GOOD             MEDT
 QG0147
 QG0147                          STATION DESCRIPTION
 QG0147
 QG0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QG0147'1.6 MI W FROM SHERMAN MILLS.
 QG0147'1.6 MILES WEST ALONG STATE HIGHWAY 158 FROM THE POST OFFICE
 QG0147'AT SHERMAN MILLS, AT THE JUNCTION OF AN ASPHALT ROAD LEADING
 QG0147'SOUTH, SET ON TOP OF A 2 BY 3 FOOT BOULDER PROJECTING 1 1/2
 QG0147'FEET ABOVE THE GROUND, 46 FEET WEST OF THE CENTER OF THE JUNCTION,
 QG0147'3 FEET NORTH OF THE EXTENDED CENTER LINE OF THE STATE HIGHWAY
 QG0147'LEADING EAST, 7 FEET WEST OF A 24-INCH ELM TREE AND ABOUT
 QG0147'2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 QG0147
 QG0147                          STATION RECOVERY (1977)
 QG0147
 QG0147'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1977
 QG0147'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0162 ***********************************************************************
 SF0162  DESIGNATION -  60 JHS
 SF0162  PID         -  SF0162
 SF0162  STATE/COUNTY-  ME/AROOSTOOK
 SF0162  USGS QUAD   -  ALLAGASH (1986)
 SF0162
 SF0162                         *CURRENT SURVEY CONTROL
 SF0162  ___________________________________________________________________
 SF0162* NAD 83(1986)-  47 06 06.     (N)    069 04 36.     (W)     SCALED    
 SF0162* NAVD 88     -       189.442  (meters)     621.53   (feet)  ADJUSTED  
 SF0162  ___________________________________________________________________
 SF0162  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 SF0162  DYNAMIC HT  -         189.461 (meters)     621.59  (feet)  COMP
 SF0162  MODELED GRAV-     980,712.1   (mgal)                       NAVD 88
 SF0162
 SF0162  VERT ORDER  -  SECOND    CLASS II
 SF0162
 SF0162.The horizontal coordinates were scaled from a topographic map and have
 SF0162.an estimated accuracy of +/- 6 seconds.
 SF0162
 SF0162.The orthometric height was determined by differential leveling
 SF0162.and adjusted by the National Geodetic Survey in June 1991..
 SF0162
 SF0162.The geoid height was determined by GEOID03.
 SF0162
 SF0162.The dynamic height is computed by dividing the NAVD 88
 SF0162.geopotential number by the normal gravity value computed on the
 SF0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0162.degrees latitude (g = 980.6199 gals.).
 SF0162
 SF0162.The modeled gravity was interpolated from observed gravity values.
 SF0162
 SF0162;                    North         East    Units  Estimated Accuracy
 SF0162;SPC ME E     -   381,890.      256,230.      MT  (+/- 180 meters Scaled)
 SF0162
 SF0162                          SUPERSEDED SURVEY CONTROL
 SF0162
 SF0162.No superseded survey control is available for this station.
 SF0162
 SF0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN941164(NAD 83)
 SF0162_MARKER: DD = SURVEY DISK
 SF0162_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 SF0162+WITH SETTING: INFORMATION.
 SF0162_SP_SET: SHALLOW-SET METAL ROD
 SF0162_STAMPING: 60 JHS 1984
 SF0162_MARK LOGO: USGS  
 SF0162_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0162
 SF0162  HISTORY     - Date     Condition        Report By
 SF0162  HISTORY     - 1984     MONUMENTED       USGS-M
 SF0162
 SF0162                          STATION DESCRIPTION
 SF0162
 SF0162'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1984
 SF0162'2.2 MI NW FROM ALLAGASH.
 SF0162'ALLAGASH TOWN HALL, 2.2 MI (3.5 KM) NW. OF, ALONG STATE HWY. 161,
 SF0162'2 MI (3.2 KM) NW. OF BRIDGE OVER ALLAGASH RIVER, IN ALLAGASH, ABOUT
 SF0162'7.2 MI (11.6 KM) N. AND 6 MI (9.7 KM) W. OF SE. COR. OF ALLAGASH TWP.,
 SF0162'20 FT (6.1 M) NW. ALONG HWY. THENCE 58 FT (17.7 M) NE. AND 1.8 FT
 SF0162'(0.55 M) LOWER THAN RD. AT CULVERT, 2.9 FT (0.88 M) W. OF WITNESS
 SF0162'POST, A STANDARD ROD SUPPORTED TABLET CENTERED IN PLASTIC PIPE AT
 SF0162'GROUND LEVEL.
 SF0162'THE MARK IS 1.8 FT BELOW THE ROAD AT CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0267 ***********************************************************************
 PF0267  DESIGNATION -  605.8
 PF0267  PID         -  PF0267
 PF0267  STATE/COUNTY-  ME/OXFORD
 PF0267  USGS QUAD   -  ROXBURY (1969)
 PF0267
 PF0267                         *CURRENT SURVEY CONTROL
 PF0267  ___________________________________________________________________
 PF0267* NAD 83(1986)-  44 38 15.     (N)    070 35 06.     (W)     SCALED    
 PF0267* NAVD 88     -       184.559  (meters)     605.51   (feet)  ADJUSTED  
 PF0267  ___________________________________________________________________
 PF0267  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 PF0267  DYNAMIC HT  -         184.537 (meters)     605.44  (feet)  COMP
 PF0267  MODELED GRAV-     980,492.3   (mgal)                       NAVD 88
 PF0267
 PF0267  VERT ORDER  -  SECOND    CLASS 0
 PF0267
 PF0267.The horizontal coordinates were scaled from a topographic map and have
 PF0267.an estimated accuracy of +/- 6 seconds.
 PF0267
 PF0267.The orthometric height was determined by differential leveling
 PF0267.and adjusted by the National Geodetic Survey in June 1991..
 PF0267
 PF0267.The geoid height was determined by GEOID03.
 PF0267
 PF0267.The dynamic height is computed by dividing the NAVD 88
 PF0267.geopotential number by the normal gravity value computed on the
 PF0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0267.degrees latitude (g = 980.6199 gals.).
 PF0267
 PF0267.The modeled gravity was interpolated from observed gravity values.
 PF0267
 PF0267;                    North         East    Units  Estimated Accuracy
 PF0267;SPC ME W     -   200,530.      866,810.      MT  (+/- 180 meters Scaled)
 PF0267
 PF0267                          SUPERSEDED SURVEY CONTROL
 PF0267
 PF0267  NGVD 29 (??/??/92)  184.696  (m)          605.96   (f) ADJ UNCH    2 0
 PF0267
 PF0267.Superseded values are not recommended for survey control.
 PF0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0267.See file dsdata.txt to determine how the superseded data were derived.
 PF0267
 PF0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK742439(NAD 83)
 PF0267_MARKER: Q = CHISELED SQUARE
 PF0267_SETTING: 66 = SET IN ROCK OUTCROP
 PF0267_SP_SET: ROCK LEDGE
 PF0267_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PF0267+STABILITY: POSITION/ELEVATION WELL
 PF0267
 PF0267  HISTORY     - Date     Condition        Report By
 PF0267  HISTORY     - UNK      MONUMENTED       USGS
 PF0267  HISTORY     - 1933     GOOD             NGS
 PF0267  HISTORY     - 1934     GOOD             NGS
 PF0267
 PF0267                          STATION DESCRIPTION
 PF0267
 PF0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PF0267'1.3 MI N FROM FRYE.
 PF0267'1.3 MILES NORTH ALONG THE OLD ROADBED OF THE ABANDONED MAINE
 PF0267'CENTRAL RAILROAD FROM FRYE, OXFORD COUNTY, 100 FEET NORTH OF
 PF0267'A ROAD CROSSING, 50 FEET SOUTH OF A HIGHWAY BRIDGE OVER BIRCH
 PF0267'BROOK, 15 FEET WEST OF THE CENTER LINE OF THE OLD ROADBED, ON A
 PF0267'SOLID ROCK LEDGE, AND ABOUT 1-1/2 FEET LOWER THAN THE ROADBED.
 PF0267'A CHISELED SQUARE, MARKED 605.8.
 PF0267
 PF0267                          STATION RECOVERY (1934)
 PF0267
 PF0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PF0267'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0163 ***********************************************************************
 SF0163  DESIGNATION -  61 JHS
 SF0163  PID         -  SF0163
 SF0163  STATE/COUNTY-  ME/AROOSTOOK
 SF0163  USGS QUAD   -  ALLAGASH (1986)
 SF0163
 SF0163                         *CURRENT SURVEY CONTROL
 SF0163  ___________________________________________________________________
 SF0163* NAD 83(1986)-  47 05 38.     (N)    069 03 45.     (W)     SCALED    
 SF0163* NAVD 88     -       202.016  (meters)     662.78   (feet)  ADJUSTED  
 SF0163  ___________________________________________________________________
 SF0163  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 SF0163  DYNAMIC HT  -         202.037 (meters)     662.85  (feet)  COMP
 SF0163  MODELED GRAV-     980,711.9   (mgal)                       NAVD 88
 SF0163
 SF0163  VERT ORDER  -  SECOND    CLASS II
 SF0163
 SF0163.The horizontal coordinates were scaled from a topographic map and have
 SF0163.an estimated accuracy of +/- 6 seconds.
 SF0163
 SF0163.The orthometric height was determined by differential leveling
 SF0163.and adjusted by the National Geodetic Survey in June 1991..
 SF0163
 SF0163.The geoid height was determined by GEOID03.
 SF0163
 SF0163.The dynamic height is computed by dividing the NAVD 88
 SF0163.geopotential number by the normal gravity value computed on the
 SF0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0163.degrees latitude (g = 980.6199 gals.).
 SF0163
 SF0163.The modeled gravity was interpolated from observed gravity values.
 SF0163
 SF0163;                    North         East    Units  Estimated Accuracy
 SF0163;SPC ME E     -   381,010.      257,300.      MT  (+/- 180 meters Scaled)
 SF0163
 SF0163                          SUPERSEDED SURVEY CONTROL
 SF0163
 SF0163.No superseded survey control is available for this station.
 SF0163
 SF0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN952156(NAD 83)
 SF0163_MARKER: DD = SURVEY DISK
 SF0163_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 SF0163+WITH SETTING: INFORMATION.
 SF0163_SP_SET: SHALLOW-SET METAL ROD
 SF0163_STAMPING: 61 JHS 1984
 SF0163_MARK LOGO: USGS  
 SF0163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0163
 SF0163  HISTORY     - Date     Condition        Report By
 SF0163  HISTORY     - 1984     MONUMENTED       USGS-M
 SF0163
 SF0163                          STATION DESCRIPTION
 SF0163
 SF0163'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1984
 SF0163'1.3 MI NW FROM ALLAGASH.
 SF0163'ALLAGASH TOWN HALL, 1.3 MI (2.1 KM) NW. OF, ALONG STATE HWY. 161,
 SF0163'1.1 MI (1.8 KM) NW. OF BRIDGE OVER ALLAGASH RIVER, IN ALLAGASH, ABOUT
 SF0163'5.5 MI (8.9 KM) N. AND 5.2 MI (8.4 KM) W. OF SE. COR. OF ALLAGASH
 SF0163'TWP., 87 FT (26.5 M) SE. ALONG RD. THENCE 34 FT SW. (10.4 M) AND 1 FT
 SF0163'(0.30 M) LOWER THAN RD. AT ENTRANCE SW., 2.4 FT (0.73 M) NE. OF A WIT-
 SF0163'NESS POST, A STANDARD ROD SUPPORTED TABLET CENTERED IN PLASTIC PIPE AT
 SF0163'GROUND LEVEL.
 SF0163'THE MARK IS 1 FT BELOW AN ENTRANCE SW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0485 ***********************************************************************
 PE0485  DESIGNATION -  61 USGS
 PE0485  PID         -  PE0485
 PE0485  STATE/COUNTY-  ME/PENOBSCOT
 PE0485  USGS QUAD   -  BANGOR (1991)
 PE0485
 PE0485                         *CURRENT SURVEY CONTROL
 PE0485  ___________________________________________________________________
 PE0485* NAD 83(1986)-  44 48 06.     (N)    068 46 29.     (W)     SCALED    
 PE0485* NAVD 88     -        18.465  (meters)      60.58   (feet)  ADJUSTED  
 PE0485  ___________________________________________________________________
 PE0485  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 PE0485  DYNAMIC HT  -          18.464 (meters)      60.58  (feet)  COMP
 PE0485  MODELED GRAV-     980,583.5   (mgal)                       NAVD 88
 PE0485
 PE0485  VERT ORDER  -  FIRST     CLASS II
 PE0485
 PE0485.The horizontal coordinates were scaled from a topographic map and have
 PE0485.an estimated accuracy of +/- 6 seconds.
 PE0485
 PE0485.The orthometric height was determined by differential leveling
 PE0485.and adjusted by the National Geodetic Survey in June 1991..
 PE0485
 PE0485.The geoid height was determined by GEOID03.
 PE0485
 PE0485.The dynamic height is computed by dividing the NAVD 88
 PE0485.geopotential number by the normal gravity value computed on the
 PE0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0485.degrees latitude (g = 980.6199 gals.).
 PE0485
 PE0485.The modeled gravity was interpolated from observed gravity values.
 PE0485
 PE0485;                    North         East    Units  Estimated Accuracy
 PE0485;SPC ME E     -   126,140.      278,270.      MT  (+/- 180 meters Scaled)
 PE0485
 PE0485                          SUPERSEDED SURVEY CONTROL
 PE0485
 PE0485  NGVD 29 (??/??/92)   18.678  (m)           61.28   (f) ADJ UNCH    1 2
 PE0485
 PE0485.Superseded values are not recommended for survey control.
 PE0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0485.See file dsdata.txt to determine how the superseded data were derived.
 PE0485
 PE0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK178609(NAD 83)
 PE0485_MARKER: DD = SURVEY DISK
 PE0485_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE0485_SP_SET: FOUNDATION
 PE0485_STAMPING: 61
 PE0485_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE0485_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PE0485+SATELLITE: SATELLITE OBSERVATIONS - August 10, 1997
 PE0485
 PE0485  HISTORY     - Date     Condition        Report By
 PE0485  HISTORY     - UNK      MONUMENTED       USGS
 PE0485  HISTORY     - 1966     GOOD             NGS
 PE0485  HISTORY     - 1978     GOOD             NGS
 PE0485  HISTORY     - 1980     GOOD             LOCSUR
 PE0485  HISTORY     - 1984     GOOD             USPSQD
 PE0485  HISTORY     - 1988     GOOD             USPSQD
 PE0485  HISTORY     - 1990     GOOD             USPSQD
 PE0485  HISTORY     - 19970810 GOOD             NGS
 PE0485  HISTORY     - 20050510 GOOD             USPSQD
 PE0485
 PE0485                          STATION DESCRIPTION
 PE0485
 PE0485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0485'AT BANGOR.
 PE0485'AT BANGOR, AT THE PENOBSCOT COURTHOUSE, NEAR THE JUNCTION OF
 PE0485'COURT AND HAMMOND STREET, SET VERTICALLY IN THE SOUTH GRANITE
 PE0485'FOUNDATION, 59.5 FEET NORTH OF THE NORTH CURB OF HAMMOND STREET,
 PE0485'34 FEET NORTHEAST OF THE NORTHEAST CURB OF COURT STREET, 1.7
 PE0485'FEET EAST OF THE SOUTHWEST CORNER OF THE BUILDING AND 2 FEET
 PE0485'ABOVE THE LEVEL OF THE GROUND.
 PE0485
 PE0485                          STATION RECOVERY (1978)
 PE0485
 PE0485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PE0485'RECOVERED IN GOOD CONDITION.
 PE0485
 PE0485                          STATION RECOVERY (1980)
 PE0485
 PE0485'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 PE0485'RECOVERED IN GOOD CONDITION.
 PE0485
 PE0485                          STATION RECOVERY (1984)
 PE0485
 PE0485'RECOVERY NOTE BY US POWER SQUADRON 1984
 PE0485'RECOVERED IN GOOD CONDITION.
 PE0485
 PE0485                          STATION RECOVERY (1988)
 PE0485
 PE0485'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE0485'RECOVERED IN GOOD CONDITION.
 PE0485
 PE0485                          STATION RECOVERY (1990)
 PE0485
 PE0485'RECOVERY NOTE BY US POWER SQUADRON 1990 (ELG)
 PE0485'RECOVERED IN GOOD CONDITION.
 PE0485
 PE0485                          STATION RECOVERY (1997)
 PE0485
 PE0485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (DW)
 PE0485'RECOVERED IN GOOD CONDITION.
 PE0485
 PE0485                          STATION RECOVERY (2005)
 PE0485
 PE0485'RECOVERY NOTE BY US POWER SQUADRON 2005 (BRE)
 PE0485'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0245 ***********************************************************************
 OC0245  DESIGNATION -  61.0
 OC0245  PID         -  OC0245
 OC0245  STATE/COUNTY-  ME/YORK
 OC0245  USGS QUAD   -  BIDDEFORD (1975)
 OC0245
 OC0245                         *CURRENT SURVEY CONTROL
 OC0245  ___________________________________________________________________
 OC0245* NAD 83(1986)-  43 28 43.     (N)    070 25 46.     (W)     SCALED    
 OC0245* NAVD 88     -        18.384  (meters)      60.31   (feet)  ADJUSTED  
 OC0245  ___________________________________________________________________
 OC0245  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 OC0245  DYNAMIC HT  -          18.381 (meters)      60.30  (feet)  COMP
 OC0245  MODELED GRAV-     980,491.0   (mgal)                       NAVD 88
 OC0245
 OC0245  VERT ORDER  -  SECOND    CLASS 0
 OC0245
 OC0245.The horizontal coordinates were scaled from a topographic map and have
 OC0245.an estimated accuracy of +/- 6 seconds.
 OC0245
 OC0245.The orthometric height was determined by differential leveling
 OC0245.and adjusted by the National Geodetic Survey in June 1991..
 OC0245
 OC0245.The geoid height was determined by GEOID03.
 OC0245
 OC0245.The dynamic height is computed by dividing the NAVD 88
 OC0245.geopotential number by the normal gravity value computed on the
 OC0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0245.degrees latitude (g = 980.6199 gals.).
 OC0245
 OC0245.The modeled gravity was interpolated from observed gravity values.
 OC0245
 OC0245;                    North         East    Units  Estimated Accuracy
 OC0245;SPC ME W     -    71,720.      878,740.      MT  (+/- 180 meters Scaled)
 OC0245
 OC0245                          SUPERSEDED SURVEY CONTROL
 OC0245
 OC0245  NGVD 29 (??/??/92)   18.601  (m)           61.03   (f) ADJ UNCH    2 0
 OC0245
 OC0245.Superseded values are not recommended for survey control.
 OC0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0245.See file dsdata.txt to determine how the superseded data were derived.
 OC0245
 OC0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ843149(NAD 83)
 OC0245_MARKER: Q = CHISELED SQUARE
 OC0245_SETTING: 80 = SET IN A BOULDER
 OC0245_SP_SET: BOULDER
 OC0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC0245+STABILITY: SURFACE MOTION
 OC0245
 OC0245  HISTORY     - Date     Condition        Report By
 OC0245  HISTORY     - UNK      MONUMENTED       USGS
 OC0245  HISTORY     - 1943     GOOD             NGS
 OC0245
 OC0245                          STATION DESCRIPTION
 OC0245
 OC0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 OC0245'1.4 MI SE FROM BIDDEFORD.
 OC0245'1.4 MILE SOUTHEAST ALONG BIDDEFORD POOL ROAD FROM BIDDEFORD,
 OC0245'YORK COUNTY, AT MORRILL SCHOOL, IN THE FRONT YARD, AND ON TOP OF
 OC0245'AN EMBEDDED BOULDER.  A CHISELED SQUARE, NEAR THE PAINTED LETTERS
 OC0245'BM 61.0.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0281 ***********************************************************************
 PF0281  DESIGNATION -  614.4
 PF0281  PID         -  PF0281
 PF0281  STATE/COUNTY-  ME/OXFORD
 PF0281  USGS QUAD   -  RUMFORD (1969)
 PF0281
 PF0281                         *CURRENT SURVEY CONTROL
 PF0281  ___________________________________________________________________
 PF0281* NAD 83(1986)-  44 30 46.     (N)    070 37 13.     (W)     SCALED    
 PF0281* NAVD 88     -       187.227  (meters)     614.26   (feet)  ADJUSTED  
 PF0281  ___________________________________________________________________
 PF0281  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 PF0281  DYNAMIC HT  -         187.205 (meters)     614.19  (feet)  COMP
 PF0281  MODELED GRAV-     980,495.5   (mgal)                       NAVD 88
 PF0281
 PF0281  VERT ORDER  -  SECOND    CLASS 0
 PF0281
 PF0281.The horizontal coordinates were scaled from a topographic map and have
 PF0281.an estimated accuracy of +/- 6 seconds.
 PF0281
 PF0281.The orthometric height was determined by differential leveling
 PF0281.and adjusted by the National Geodetic Survey in June 1991..
 PF0281
 PF0281.The geoid height was determined by GEOID03.
 PF0281
 PF0281.The dynamic height is computed by dividing the NAVD 88
 PF0281.geopotential number by the normal gravity value computed on the
 PF0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0281.degrees latitude (g = 980.6199 gals.).
 PF0281
 PF0281.The modeled gravity was interpolated from observed gravity values.
 PF0281
 PF0281;                    North         East    Units  Estimated Accuracy
 PF0281;SPC ME W     -   186,690.      863,930.      MT  (+/- 180 meters Scaled)
 PF0281
 PF0281                          SUPERSEDED SURVEY CONTROL
 PF0281
 PF0281  NGVD 29 (??/??/92)  187.375  (m)          614.75   (f) ADJ UNCH    2 0
 PF0281
 PF0281.Superseded values are not recommended for survey control.
 PF0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0281.See file dsdata.txt to determine how the superseded data were derived.
 PF0281
 PF0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK712301(NAD 83)
 PF0281_MARKER: Q = CHISELED SQUARE
 PF0281_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PF0281_SP_SET: CULVERT
 PF0281_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PF0281
 PF0281  HISTORY     - Date     Condition        Report By
 PF0281  HISTORY     - UNK      MONUMENTED       USGS
 PF0281  HISTORY     - 1933     GOOD             NGS
 PF0281  HISTORY     - 1934     GOOD             NGS
 PF0281
 PF0281                          STATION DESCRIPTION
 PF0281
 PF0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PF0281'AT RUMFORD CENTER.
 PF0281'AT RUMFORD CENTER, OXFORD COUNTY, ON U.S. HIGHWAY 2, AT THE
 PF0281'JUNCTION OF A BLACK-SURFACED ROAD LEADING NORTHWEST TO ANDOVER,
 PF0281'25 YARDS WEST OF THE INTERSECTION, AT A CONCRETE CULVERT, ON THE
 PF0281'TOP OF THE SOUTH HEADWALL, 6 YARDS SOUTH OF THE CENTER LINE OF
 PF0281'THE ROAD, AND LEVEL WITH THE ROAD.  A CHISELED SQUARE, MARKED
 PF0281'RBM.  NOTE-- IT WAS REPORTED IN SEPTEMBER 1934 THAT THE MARKING
 PF0281'RBM IS NO LONGER IN EVIDENCE AROUND THE CHISELED SQUARE.
 PF0281
 PF0281                          STATION RECOVERY (1934)
 PF0281
 PF0281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PF0281'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0031 ***********************************************************************
 PD0031  DESIGNATION -  62
 PD0031  PID         -  PD0031
 PD0031  STATE/COUNTY-  ME/WASHINGTON
 PD0031  USGS QUAD   -  EASTPORT (1977)
 PD0031
 PD0031                         *CURRENT SURVEY CONTROL
 PD0031  ___________________________________________________________________
 PD0031* NAD 83(1986)-  44 57 06.     (N)    067 05 47.     (W)     SCALED    
 PD0031* NAVD 88     -        19.012  (meters)      62.38   (feet)  ADJUSTED  
 PD0031  ___________________________________________________________________
 PD0031  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 PD0031  DYNAMIC HT  -          19.012 (meters)      62.38  (feet)  COMP
 PD0031  MODELED GRAV-     980,615.2   (mgal)                       NAVD 88
 PD0031
 PD0031  VERT ORDER  -  SECOND    CLASS 0
 PD0031
 PD0031.The horizontal coordinates were scaled from a topographic map and have
 PD0031.an estimated accuracy of +/- 6 seconds.
 PD0031
 PD0031.The orthometric height was determined by differential leveling
 PD0031.and adjusted by the National Geodetic Survey in June 1991..
 PD0031
 PD0031.The geoid height was determined by GEOID03.
 PD0031
 PD0031.The dynamic height is computed by dividing the NAVD 88
 PD0031.geopotential number by the normal gravity value computed on the
 PD0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0031.degrees latitude (g = 980.6199 gals.).
 PD0031
 PD0031.The modeled gravity was interpolated from observed gravity values.
 PD0031
 PD0031;                    North         East    Units  Estimated Accuracy
 PD0031;SPC ME E     -   143,730.      410,750.      MT  (+/- 180 meters Scaled)
 PD0031
 PD0031                          SUPERSEDED SURVEY CONTROL
 PD0031
 PD0031  NGVD 29 (??/??/92)   19.206  (m)           63.01   (f) ADJ UNCH    2 0
 PD0031
 PD0031.Superseded values are not recommended for survey control.
 PD0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0031.See file dsdata.txt to determine how the superseded data were derived.
 PD0031
 PD0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK501793(NAD 83)
 PD0031_MARKER: DD = SURVEY DISK
 PD0031_SETTING: 66 = SET IN ROCK OUTCROP
 PD0031_SP_SET: ROCK OUTCROP
 PD0031_STAMPING: MAINE 1907 62 FEET
 PD0031_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0031+STABILITY: POSITION/ELEVATION WELL
 PD0031
 PD0031  HISTORY     - Date     Condition        Report By
 PD0031  HISTORY     - 1907     MONUMENTED       USGS
 PD0031  HISTORY     - 1935     GOOD             NGS
 PD0031  HISTORY     - 1946     GOOD             NGS
 PD0031
 PD0031                          STATION DESCRIPTION
 PD0031
 PD0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PD0031'2.1 MI S FROM PERRY.
 PD0031'2.1 MILES SOUTH ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 PD0031'PERRY, WASHINGTON COUNTY, ABOUT 150 YARDS SOUTH OF THE CENTER
 PD0031'OF THE JUNCTION OF A COUNTY ROAD, 21 FEET WEST OF THE CENTER LINE
 PD0031'OF THE ROAD, IN THE TOP OF A ROCK OUTCROP, AND ABOUT 4 FEET
 PD0031'ABOVE GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 PD0031'STAMPED MAINE 1907 62 FEET.
 PD0031
 PD0031                          STATION RECOVERY (1946)
 PD0031
 PD0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 PD0031'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0164 ***********************************************************************
 SF0164  DESIGNATION -  62 JHS
 SF0164  PID         -  SF0164
 SF0164  STATE/COUNTY-  ME/AROOSTOOK
 SF0164  USGS QUAD   -  ALLAGASH (1986)
 SF0164
 SF0164                         *CURRENT SURVEY CONTROL
 SF0164  ___________________________________________________________________
 SF0164* NAD 83(1986)-  47 05 00.     (N)    069 02 47.     (W)     SCALED    
 SF0164* NAVD 88     -       189.630  (meters)     622.14   (feet)  ADJUSTED  
 SF0164  ___________________________________________________________________
 SF0164  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 SF0164  DYNAMIC HT  -         189.649 (meters)     622.21  (feet)  COMP
 SF0164  MODELED GRAV-     980,710.8   (mgal)                       NAVD 88
 SF0164
 SF0164  VERT ORDER  -  SECOND    CLASS II
 SF0164
 SF0164.The horizontal coordinates were scaled from a topographic map and have
 SF0164.an estimated accuracy of +/- 6 seconds.
 SF0164
 SF0164.The orthometric height was determined by differential leveling
 SF0164.and adjusted by the National Geodetic Survey in June 1991..
 SF0164
 SF0164.The geoid height was determined by GEOID03.
 SF0164
 SF0164.The dynamic height is computed by dividing the NAVD 88
 SF0164.geopotential number by the normal gravity value computed on the
 SF0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0164.degrees latitude (g = 980.6199 gals.).
 SF0164
 SF0164.The modeled gravity was interpolated from observed gravity values.
 SF0164
 SF0164;                    North         East    Units  Estimated Accuracy
 SF0164;SPC ME E     -   379,830.      258,510.      MT  (+/- 180 meters Scaled)
 SF0164
 SF0164                          SUPERSEDED SURVEY CONTROL
 SF0164
 SF0164.No superseded survey control is available for this station.
 SF0164
 SF0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN964144(NAD 83)
 SF0164_MARKER: DD = SURVEY DISK
 SF0164_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 SF0164_SP_SET: BRIDGE ABUTMENT
 SF0164_STAMPING: 62 JHS 1984
 SF0164_MARK LOGO: USGS  
 SF0164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SF0164
 SF0164  HISTORY     - Date     Condition        Report By
 SF0164  HISTORY     - 1984     MONUMENTED       USGS-M
 SF0164
 SF0164                          STATION DESCRIPTION
 SF0164
 SF0164'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1984
 SF0164'IN ALLAGASH.
 SF0164'ALLAGASH TOWN HALL, 1050 FT (320 M) W. OF, ALONG STATE HWY. 161,
 SF0164'ABOUT 5 MI (8.1 KM) N. AND 4.5 MI (7.2 KM) W. OF SE. COR. OF ALLAGASH
 SF0164'TWP., IN S. END OF W. CONCRETE ABUTMENT OF BRIDGE OVER THE ALLAGASH
 SF0164'RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0009 ***********************************************************************
 SF0009  DESIGNATION -  625.2
 SF0009  PID         -  SF0009
 SF0009  STATE/COUNTY-  ME/AROOSTOOK
 SF0009  USGS QUAD   -  VIOLETTE STREAM (1986)
 SF0009
 SF0009                         *CURRENT SURVEY CONTROL
 SF0009  ___________________________________________________________________
 SF0009* NAD 83(1986)-  47 09 20.     (N)    068 02 28.     (W)     SCALED    
 SF0009* NAVD 88     -       190.433  (meters)     624.78   (feet)  ADJUSTED  
 SF0009  ___________________________________________________________________
 SF0009  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 SF0009  DYNAMIC HT  -         190.459 (meters)     624.86  (feet)  COMP
 SF0009  MODELED GRAV-     980,748.2   (mgal)                       NAVD 88
 SF0009
 SF0009  VERT ORDER  -  SECOND    CLASS 0
 SF0009
 SF0009.The horizontal coordinates were scaled from a topographic map and have
 SF0009.an estimated accuracy of +/- 6 seconds.
 SF0009
 SF0009.The orthometric height was determined by differential leveling
 SF0009.and adjusted by the National Geodetic Survey in June 1991..
 SF0009
 SF0009.The geoid height was determined by GEOID03.
 SF0009
 SF0009.The dynamic height is computed by dividing the NAVD 88
 SF0009.geopotential number by the normal gravity value computed on the
 SF0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0009.degrees latitude (g = 980.6199 gals.).
 SF0009
 SF0009.The modeled gravity was interpolated from observed gravity values.
 SF0009
 SF0009;                    North         East    Units  Estimated Accuracy
 SF0009;SPC ME E     -   387,820.      334,800.      MT  (+/- 180 meters Scaled)
 SF0009
 SF0009                          SUPERSEDED SURVEY CONTROL
 SF0009
 SF0009  NGVD 29 (??/??/92)  190.607  (m)          625.35   (f) ADJ UNCH    2 0
 SF0009
 SF0009.Superseded values are not recommended for survey control.
 SF0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0009.See file dsdata.txt to determine how the superseded data were derived.
 SF0009
 SF0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN726228(NAD 83)
 SF0009_MARKER: Q = CHISELED SQUARE
 SF0009_SETTING: 80 = SET IN A BOULDER
 SF0009_SP_SET: BOULDER
 SF0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF0009+STABILITY: SURFACE MOTION
 SF0009
 SF0009  HISTORY     - Date     Condition        Report By
 SF0009  HISTORY     - UNK      MONUMENTED       USGS
 SF0009  HISTORY     - 1933     GOOD             NGS
 SF0009
 SF0009                          STATION DESCRIPTION
 SF0009
 SF0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 SF0009'6 MI W FROM VAN BUREN.
 SF0009'6.0 MILES WEST ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM THE
 SF0009'STATION AT VAN BUREN, AROOSTOOK COUNTY, 0.6 MILE NORTH OF
 SF0009'MILEPOST 253, 12 YARDS WEST OF THE CENTERLINE OF THE TRACK, ON
 SF0009'THE TOP OF A BOULDER, AND ABOUT ONE YARDS BELOW THE LEVEL OF THE
 SF0009'TRACK.  A CHISELED SQUARE, MARKED 625.2 USGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0282 ***********************************************************************
 PF0282  DESIGNATION -  625.4
 PF0282  PID         -  PF0282
 PF0282  STATE/COUNTY-  ME/OXFORD
 PF0282  USGS QUAD   -  RUMFORD (1969)
 PF0282
 PF0282                         *CURRENT SURVEY CONTROL
 PF0282  ___________________________________________________________________
 PF0282* NAD 83(1986)-  44 30 39.     (N)    070 37 14.     (W)     SCALED    
 PF0282* NAVD 88     -       190.592  (meters)     625.30   (feet)  ADJUSTED  
 PF0282  ___________________________________________________________________
 PF0282  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 PF0282  DYNAMIC HT  -         190.569 (meters)     625.23  (feet)  COMP
 PF0282  MODELED GRAV-     980,495.3   (mgal)                       NAVD 88
 PF0282
 PF0282  VERT ORDER  -  SECOND    CLASS 0
 PF0282
 PF0282.The horizontal coordinates were scaled from a topographic map and have
 PF0282.an estimated accuracy of +/- 6 seconds.
 PF0282
 PF0282.The orthometric height was determined by differential leveling
 PF0282.and adjusted by the National Geodetic Survey in June 1991..
 PF0282
 PF0282.The geoid height was determined by GEOID03.
 PF0282
 PF0282.The dynamic height is computed by dividing the NAVD 88
 PF0282.geopotential number by the normal gravity value computed on the
 PF0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0282.degrees latitude (g = 980.6199 gals.).
 PF0282
 PF0282.The modeled gravity was interpolated from observed gravity values.
 PF0282
 PF0282;                    North         East    Units  Estimated Accuracy
 PF0282;SPC ME W     -   186,470.      863,910.      MT  (+/- 180 meters Scaled)
 PF0282
 PF0282                          SUPERSEDED SURVEY CONTROL
 PF0282
 PF0282  NGVD 29 (??/??/92)  190.740  (m)          625.79   (f) ADJ UNCH    2 0
 PF0282
 PF0282.Superseded values are not recommended for survey control.
 PF0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0282.See file dsdata.txt to determine how the superseded data were derived.
 PF0282
 PF0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK711298(NAD 83)
 PF0282_MARKER: Q = CHISELED SQUARE
 PF0282_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PF0282_SP_SET: STEP
 PF0282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PF0282
 PF0282  HISTORY     - Date     Condition        Report By
 PF0282  HISTORY     - UNK      MONUMENTED       USGS
 PF0282  HISTORY     - 1933     GOOD             NGS
 PF0282  HISTORY     - 1934     GOOD             NGS
 PF0282
 PF0282                          STATION DESCRIPTION
 PF0282
 PF0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PF0282'0.2 MI S FROM RUMFORD CENTER.
 PF0282'0.2 MILE SOUTH ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF A
 PF0282'BLACK-SURFACED ROAD LEADING NORTHWEST AT RUMFORD CENTER, OXFORD
 PF0282'COUNTY, 90 FEET EAST OF THE JED F. MARTIN RESIDENCE (IN 1933),
 PF0282'IN FRONT OF THE HOUSE, ON THE TOP OF THE NORTH END OF THE BOTTOM
 PF0282'CONCRETE STEP, 4 YARDS WEST OF THE CENTER LINE OF THE HIGHWAY,
 PF0282'AND LEVEL WITH THE HIGHWAY.  A CHISELED SQUARE.
 PF0282
 PF0282                          STATION RECOVERY (1934)
 PF0282
 PF0282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PF0282'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0017 ***********************************************************************
 PF0017  DESIGNATION -  632.5
 PF0017  PID         -  PF0017
 PF0017  STATE/COUNTY-  ME/FRANKLIN
 PF0017  USGS QUAD   -  STRONG (1989)
 PF0017
 PF0017                         *CURRENT SURVEY CONTROL
 PF0017  ___________________________________________________________________
 PF0017* NAD 83(1986)-  44 50 47.     (N)    070 14 09.     (W)     SCALED    
 PF0017* NAVD 88     -       192.711  (meters)     632.25   (feet)  ADJUSTED  
 PF0017  ___________________________________________________________________
 PF0017  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 PF0017  DYNAMIC HT  -         192.694 (meters)     632.20  (feet)  COMP
 PF0017  MODELED GRAV-     980,526.3   (mgal)                       NAVD 88
 PF0017
 PF0017  VERT ORDER  -  SECOND    CLASS 0
 PF0017
 PF0017.The horizontal coordinates were scaled from a topographic map and have
 PF0017.an estimated accuracy of +/- 6 seconds.
 PF0017
 PF0017.The orthometric height was determined by differential leveling
 PF0017.and adjusted by the National Geodetic Survey in June 1991..
 PF0017
 PF0017.The geoid height was determined by GEOID03.
 PF0017
 PF0017.The dynamic height is computed by dividing the NAVD 88
 PF0017.geopotential number by the normal gravity value computed on the
 PF0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0017.degrees latitude (g = 980.6199 gals.).
 PF0017
 PF0017.The modeled gravity was interpolated from observed gravity values.
 PF0017
 PF0017;                    North         East    Units  Estimated Accuracy
 PF0017;SPC ME W     -   223,660.      894,530.      MT  (+/- 180 meters Scaled)
 PF0017
 PF0017                          SUPERSEDED SURVEY CONTROL
 PF0017
 PF0017  NGVD 29 (??/??/92)  192.858  (m)          632.74   (f) ADJ UNCH    2 0
 PF0017
 PF0017.Superseded values are not recommended for survey control.
 PF0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0017.See file dsdata.txt to determine how the superseded data were derived.
 PF0017
 PF0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK023666(NAD 83)
 PF0017_MARKER: DD = SURVEY DISK
 PF0017_SETTING: 80 = SET IN A BOULDER
 PF0017_SP_SET: BOULDER
 PF0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0017+STABILITY: SURFACE MOTION
 PF0017
 PF0017  HISTORY     - Date     Condition        Report By
 PF0017  HISTORY     - UNK      MONUMENTED       USGS
 PF0017  HISTORY     - 1933     GOOD             NGS
 PF0017  HISTORY     - 1934     GOOD             NGS
 PF0017
 PF0017                          STATION DESCRIPTION
 PF0017
 PF0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PF0017'3.2 MI NW FROM STRONG.
 PF0017'3.2 MILES NORTHWEST ALONG THE OLD ROADBED OF THE ABANDONED
 PF0017'SANDY RIVER AND RANGELEY LAKES RAILROAD FROM STRONG, FRANKLIN
 PF0017'COUNTY, 0.4 MILE NORTH OF THE BEGINNING OF A STEEP GRADE, 15
 PF0017'FEET EAST OF THE CENTER LINE OF THE OLD ROADBED, IN THE TOP OF A
 PF0017'LARGE BOULDER, AND ABOUT 2 FEET HIGHER THAN THE OLD ROADBED.
 PF0017'A DRILL HOLE.
 PF0017
 PF0017                          STATION RECOVERY (1934)
 PF0017
 PF0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PF0017'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0033 ***********************************************************************
 PF0033  DESIGNATION -  636.2
 PF0033  PID         -  PF0033
 PF0033  STATE/COUNTY-  ME/FRANKLIN
 PF0033  USGS QUAD   -  PHILLIPS (1984)
 PF0033
 PF0033                         *CURRENT SURVEY CONTROL
 PF0033  ___________________________________________________________________
 PF0033* NAD 83(1986)-  44 51 00.     (N)    070 21 18.     (W)     SCALED    
 PF0033* NAVD 88     -       193.87   (+/-2cm)     636.1    (feet)  VERTCON   
 PF0033  ___________________________________________________________________
 PF0033  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 PF0033
 PF0033  VERT ORDER  -  ? (See Below)
 PF0033
 PF0033.The horizontal coordinates were scaled from a topographic map and have
 PF0033.an estimated accuracy of +/- 6 seconds.
 PF0033
 PF0033.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF0033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF0033.The vertical order pertains to the NGVD 29 superseded value.
 PF0033
 PF0033.The geoid height was determined by GEOID03.
 PF0033
 PF0033;                    North         East    Units  Estimated Accuracy
 PF0033;SPC ME W     -   224,080.      885,110.      MT  (+/- 180 meters Scaled)
 PF0033
 PF0033                          SUPERSEDED SURVEY CONTROL
 PF0033
 PF0033  NGVD 29 (??/??/92)  194.009  (m)          636.51   (f) ADJ UNCH    ?  
 PF0033
 PF0033.Superseded values are not recommended for survey control.
 PF0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0033.See file dsdata.txt to determine how the superseded data were derived.
 PF0033
 PF0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK929671(NAD 83)
 PF0033_MARKER: DD = SURVEY DISK
 PF0033_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 PF0033_SP_SET: UNSPECIFIED ROCK
 PF0033_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0033
 PF0033  HISTORY     - Date     Condition        Report By
 PF0033  HISTORY     - UNK      MONUMENTED       USGS
 PF0033  HISTORY     - 1933     GOOD             NGS
 PF0033  HISTORY     - 1934     GOOD             NGS
 PF0033
 PF0033                          STATION DESCRIPTION
 PF0033
 PF0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PF0033'2.3 MI N FROM PHILLIPS.
 PF0033'2.3 MILES NORTH ALONG THE OLD ROADBED OF THE ABANDONED SANDY
 PF0033'RIVER AND RANGELEY LAKES RAILROAD FROM PHILLIPS, FRANKLIN COUNTY,
 PF0033'ABOUT 900 FEET SOUTH OF A PUBLIC-ROAD CROSSING, ABOUT 150 FEET
 PF0033'NORTH OF A PRIVATE-ROAD CROSSING, 8 YARDS SOUTH OF THE SOUTH
 PF0033'END OF A SMALL WOODEN BRIDGE, 8 FEET EAST OF THE CENTER LINE
 PF0033'OF THE OLD ROADBED, IN THE TOP OF A SMALL ROCK, AND ABOUT 1 FOOT
 PF0033'LOWER THAN THE OLD ROADBED.  A DRILL HOLE.
 PF0033
 PF0033                          STATION RECOVERY (1934)
 PF0033
 PF0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PF0033'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0031 ***********************************************************************
 PF0031  DESIGNATION -  642.6
 PF0031  PID         -  PF0031
 PF0031  STATE/COUNTY-  ME/FRANKLIN
 PF0031  USGS QUAD   -  PHILLIPS (1984)
 PF0031
 PF0031                         *CURRENT SURVEY CONTROL
 PF0031  ___________________________________________________________________
 PF0031* NAD 83(1986)-  44 50 13.     (N)    070 20 18.     (W)     SCALED    
 PF0031* NAVD 88     -       195.786  (meters)     642.34   (feet)  ADJUSTED  
 PF0031  ___________________________________________________________________
 PF0031  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 PF0031  DYNAMIC HT  -         195.764 (meters)     642.27  (feet)  COMP
 PF0031  MODELED GRAV-     980,504.1   (mgal)                       NAVD 88
 PF0031
 PF0031  VERT ORDER  -  SECOND    CLASS 0
 PF0031
 PF0031.The horizontal coordinates were scaled from a topographic map and have
 PF0031.an estimated accuracy of +/- 6 seconds.
 PF0031
 PF0031.The orthometric height was determined by differential leveling
 PF0031.and adjusted by the National Geodetic Survey in June 1991..
 PF0031
 PF0031.The geoid height was determined by GEOID03.
 PF0031
 PF0031.The dynamic height is computed by dividing the NAVD 88
 PF0031.geopotential number by the normal gravity value computed on the
 PF0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0031.degrees latitude (g = 980.6199 gals.).
 PF0031
 PF0031.The modeled gravity was interpolated from observed gravity values.
 PF0031
 PF0031;                    North         East    Units  Estimated Accuracy
 PF0031;SPC ME W     -   222,630.      886,430.      MT  (+/- 180 meters Scaled)
 PF0031
 PF0031                          SUPERSEDED SURVEY CONTROL
 PF0031
 PF0031  NGVD 29 (??/??/92)  195.925  (m)          642.80   (f) ADJ UNCH    2 0
 PF0031
 PF0031.Superseded values are not recommended for survey control.
 PF0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0031.See file dsdata.txt to determine how the superseded data were derived.
 PF0031
 PF0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK942657(NAD 83)
 PF0031_MARKER: DD = SURVEY DISK
 PF0031_SETTING: 66 = SET IN ROCK OUTCROP
 PF0031_SP_SET: ROCK OUTCROP
 PF0031_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PF0031+STABILITY: POSITION/ELEVATION WELL
 PF0031
 PF0031  HISTORY     - Date     Condition        Report By
 PF0031  HISTORY     - UNK      MONUMENTED       USGS
 PF0031  HISTORY     - 1933     GOOD             NGS
 PF0031  HISTORY     - 1934     GOOD             NGS
 PF0031
 PF0031                          STATION DESCRIPTION
 PF0031
 PF0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PF0031'1.1 MI N FROM PHILLIPS.
 PF0031'1.1 MILES NORTH ALONG THE OLD ROADBED OF THE ABANDONED SANDY
 PF0031'RIVER AND RANGELEY LAKES RAILROAD FROM PHILLIPS, FRANKLIN
 PF0031'COUNTY, AT A DIRT-ROAD CROSSING, 8 YARDS NORTHWEST OF THE
 PF0031'CENTER LINE OF THE OLD ROADBED, 4 YARDS NORTHEAST OF THE CENTER
 PF0031'LINE OF THE ROAD, IN THE TOP OF A SMALL ROUND ROCK OUTCROP,
 PF0031'AND ABOUT 2 FEET HIGHER THAN THE OLD ROADBED.  A DRILL HOLE.
 PF0031
 PF0031                          STATION RECOVERY (1934)
 PF0031
 PF0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PF0031'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0113 ***********************************************************************
 PD0113  DESIGNATION -  64.45
 PD0113  PID         -  PD0113
 PD0113  STATE/COUNTY-  ME/WASHINGTON
 PD0113  USGS QUAD   -  MACHIAS BAY (1993)
 PD0113
 PD0113                         *CURRENT SURVEY CONTROL
 PD0113  ___________________________________________________________________
 PD0113* NAD 83(1986)-  44 42 06.     (N)    067 20 31.     (W)     SCALED    
 PD0113* NAVD 88     -        19.440  (meters)      63.78   (feet)  POSTED    
 PD0113  ___________________________________________________________________
 PD0113  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 PD0113  DYNAMIC HT  -          19.440 (meters)      63.78  (feet)  COMP
 PD0113  MODELED GRAV-     980,600.4   (mgal)                       NAVD 88
 PD0113
 PD0113  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 PD0113
 PD0113.The horizontal coordinates were scaled from a topographic map and have
 PD0113.an estimated accuracy of +/- 6 seconds.
 PD0113
 PD0113.The orthometric height was determined by differential leveling
 PD0113.and adjusted by the National Geodetic Survey in 1992..
 PD0113.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 PD0113.rate of 4.1 thru 8.0 mm/km.
 PD0113
 PD0113.The geoid height was determined by GEOID03.
 PD0113
 PD0113.The dynamic height is computed by dividing the NAVD 88
 PD0113.geopotential number by the normal gravity value computed on the
 PD0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0113.degrees latitude (g = 980.6199 gals.).
 PD0113
 PD0113.The modeled gravity was interpolated from observed gravity values.
 PD0113
 PD0113;                    North         East    Units  Estimated Accuracy
 PD0113;SPC ME E     -   115,650.      391,770.      MT  (+/- 180 meters Scaled)
 PD0113
 PD0113                          SUPERSEDED SURVEY CONTROL
 PD0113
 PD0113  NGVD 29 (??/??/92)   19.62   (m)           64.4    (f) COMPUTED    2 0
 PD0113
 PD0113.Superseded values are not recommended for survey control.
 PD0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0113.See file dsdata.txt to determine how the superseded data were derived.
 PD0113
 PD0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK313511(NAD 83)
 PD0113_MARKER: DD = SURVEY DISK
 PD0113_SETTING: 80 = SET IN A BOULDER
 PD0113_SP_SET: BOULDER
 PD0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0113+STABILITY: SURFACE MOTION
 PD0113
 PD0113  HISTORY     - Date     Condition        Report By
 PD0113  HISTORY     - UNK      MONUMENTED       USGS
 PD0113  HISTORY     - 1935     GOOD             NGS
 PD0113  HISTORY     - 1946     MARK NOT FOUND   NGS
 PD0113
 PD0113                          STATION DESCRIPTION
 PD0113
 PD0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PD0113'4 MI SE FROM EAST MACHIAS.
 PD0113'U.S.G.S. 64.45 IS LOCATED 4 MILES SOUTHEAST OF THE JUNCTION OF
 PD0113'U.S. HY. 1 AND STATE HY. 191, 81 FT. SOUTH OF SOUTHWEST CORNER
 PD0113'OF FARM HOUSE, 63 FT. SOUTHWEST OF CONCRETE WALK TO FARM HOUSE,
 PD0113'23 FT. SOUTH OF CENTERLINE OF HY., 15 FT. EAST OF CENTERLINE OF
 PD0113'PRIVATE ROAD TO BAY.  CHISELED SQUARE IN TOP OF BOULDER LEVEL
 PD0113'WITH ROAD.  NOTE-- A THOROUGH SEARCH WAS MADE IN THE IMMEDIATE
 PD0113'VICINITY.  THE BOULDER IS EVIDENTLY OVERTURNED, BURIED, OR SO
 PD0113'WORN AND CHIPPED THAT THE CHISELED SQUARE IS UNRECOGNIABLE.
 PD0113
 PD0113                          STATION RECOVERY (1946)
 PD0113
 PD0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 PD0113'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0161 ***********************************************************************
 OB0161  DESIGNATION -  66.5
 OB0161  PID         -  OB0161
 OB0161  STATE/COUNTY-  ME/CUMBERLAND
 OB0161  USGS QUAD   -  BRUNSWICK (1980)
 OB0161
 OB0161                         *CURRENT SURVEY CONTROL
 OB0161  ___________________________________________________________________
 OB0161* NAD 83(1986)-  43 54 42.     (N)    069 57 49.     (W)     SCALED    
 OB0161* NAVD 88     -        20.030  (meters)      65.72   (feet)  ADJUSTED  
 OB0161  ___________________________________________________________________
 OB0161  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 OB0161  DYNAMIC HT  -          20.028 (meters)      65.71  (feet)  COMP
 OB0161  MODELED GRAV-     980,517.3   (mgal)                       NAVD 88
 OB0161
 OB0161  VERT ORDER  -  SECOND    CLASS 0
 OB0161
 OB0161.The horizontal coordinates were scaled from a topographic map and have
 OB0161.an estimated accuracy of +/- 6 seconds.
 OB0161
 OB0161.The orthometric height was determined by differential leveling
 OB0161.and adjusted by the National Geodetic Survey in June 1991..
 OB0161
 OB0161.The geoid height was determined by GEOID03.
 OB0161
 OB0161.The dynamic height is computed by dividing the NAVD 88
 OB0161.geopotential number by the normal gravity value computed on the
 OB0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0161.degrees latitude (g = 980.6199 gals.).
 OB0161
 OB0161.The modeled gravity was interpolated from observed gravity values.
 OB0161
 OB0161;                    North         East    Units  Estimated Accuracy
 OB0161;SPC ME W     -   119,820.      916,310.      MT  (+/- 180 meters Scaled)
 OB0161
 OB0161                          SUPERSEDED SURVEY CONTROL
 OB0161
 OB0161  NGVD 29 (??/??/92)   20.228  (m)           66.36   (f) ADJ UNCH    2 0
 OB0161
 OB0161.Superseded values are not recommended for survey control.
 OB0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0161.See file dsdata.txt to determine how the superseded data were derived.
 OB0161
 OB0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ226625(NAD 83)
 OB0161_MARKER: DD = SURVEY DISK
 OB0161_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OB0161_SP_SET: COPING
 OB0161_STAMPING: 66.5
 OB0161_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OB0161
 OB0161  HISTORY     - Date     Condition        Report By
 OB0161  HISTORY     - UNK      MONUMENTED       USGS
 OB0161  HISTORY     - 1943     GOOD             NGS
 OB0161  HISTORY     - 1976     MARK NOT FOUND   NGS
 OB0161  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 OB0161
 OB0161                          STATION DESCRIPTION
 OB0161
 OB0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 OB0161'IN BRUNSWICK.
 OB0161'AT BRUNSWICK, CUMBERLAND COUNTY, ON THE MAINE CENTRAL RAILROAD, ON THE
 OB0161'NORTH SIDE OF THE STATION, 66 FEET NORTH OF THE NORTH RAIL OF THE
 OB0161'NORTH TRACK, IN THE SOUTHWEST CORNER OF THE COPING AROUND THE
 OB0161'WESTERNMOST BASEMENT WINDOW, AND LEVEL WITH THE SIDEWALK.  A UNITED
 OB0161'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 66.5.
 OB0161
 OB0161                          STATION RECOVERY (1976)
 OB0161
 OB0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OB0161'MARK NOT FOUND.
 OB0161
 OB0161                          STATION RECOVERY (1990)
 OB0161
 OB0161'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMW)
 OB0161'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0160 ***********************************************************************
 OB0160  DESIGNATION -  67.1
 OB0160  PID         -  OB0160
 OB0160  STATE/COUNTY-  ME/CUMBERLAND
 OB0160  USGS QUAD   -  BRUNSWICK (1980)
 OB0160
 OB0160                         *CURRENT SURVEY CONTROL
 OB0160  ___________________________________________________________________
 OB0160* NAD 83(1986)-  43 54 42.     (N)    069 57 49.     (W)     SCALED    
 OB0160* NAVD 88     -        20.202  (meters)      66.28   (feet)  ADJUSTED  
 OB0160  ___________________________________________________________________
 OB0160  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 OB0160  DYNAMIC HT  -          20.200 (meters)      66.27  (feet)  COMP
 OB0160  MODELED GRAV-     980,517.3   (mgal)                       NAVD 88
 OB0160
 OB0160  VERT ORDER  -  SECOND    CLASS 0
 OB0160
 OB0160.The horizontal coordinates were scaled from a topographic map and have
 OB0160.an estimated accuracy of +/- 6 seconds.
 OB0160
 OB0160.The orthometric height was determined by differential leveling
 OB0160.and adjusted by the National Geodetic Survey in June 1991..
 OB0160
 OB0160.The geoid height was determined by GEOID03.
 OB0160
 OB0160.The dynamic height is computed by dividing the NAVD 88
 OB0160.geopotential number by the normal gravity value computed on the
 OB0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0160.degrees latitude (g = 980.6199 gals.).
 OB0160
 OB0160.The modeled gravity was interpolated from observed gravity values.
 OB0160
 OB0160;                    North         East    Units  Estimated Accuracy
 OB0160;SPC ME W     -   119,820.      916,310.      MT  (+/- 180 meters Scaled)
 OB0160
 OB0160                          SUPERSEDED SURVEY CONTROL
 OB0160
 OB0160  NGVD 29 (??/??/92)   20.400  (m)           66.93   (f) ADJ UNCH    2 0
 OB0160
 OB0160.Superseded values are not recommended for survey control.
 OB0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0160.See file dsdata.txt to determine how the superseded data were derived.
 OB0160
 OB0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ226625(NAD 83)
 OB0160_MARKER: DD = SURVEY DISK
 OB0160_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OB0160_SP_SET: DOORSTEP
 OB0160_STAMPING: 66.929 MAINE
 OB0160_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OB0160
 OB0160  HISTORY     - Date     Condition        Report By
 OB0160  HISTORY     - UNK      MONUMENTED       USGS
 OB0160  HISTORY     - 1957     GOOD             NGS
 OB0160  HISTORY     - 1976     MARK NOT FOUND   NGS
 OB0160  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 OB0160
 OB0160                          STATION DESCRIPTION
 OB0160
 OB0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OB0160'IN BRUNSWICK.
 OB0160'AT BRUNSWICK, CUMBERLAND COUNTY, ON THE MAINE CENTRAL RAILROAD, AT THE
 OB0160'WEST END OF THE STATION, IN THE SOUTH CORNER OF THE WEST DOORSTEP, 39
 OB0160'FEET NORTH OF THE NORTH RAIL, AND ABOUT 8 INCHES ABOVE THE GROUND. A
 OB0160'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 66.929 MAINE.
 OB0160'NOTE-- THIS BENCH MARK WAS USED AS TRAVERSE STATION 1910 A (U.S.G.S.)
 OB0160'IN NOVEMBER 1942.
 OB0160
 OB0160                          STATION RECOVERY (1976)
 OB0160
 OB0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OB0160'MARK NOT FOUND.
 OB0160
 OB0160                          STATION RECOVERY (1990)
 OB0160
 OB0160'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMW)
 OB0160'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0035 ***********************************************************************
 PD0035  DESIGNATION -  68
 PD0035  PID         -  PD0035
 PD0035  STATE/COUNTY-  ME/WASHINGTON
 PD0035  USGS QUAD   -  PEMBROKE (1977)
 PD0035
 PD0035                         *CURRENT SURVEY CONTROL
 PD0035  ___________________________________________________________________
 PD0035* NAD 83(1986)-  44 56 56.     (N)    067 10 16.     (W)     SCALED    
 PD0035* NAVD 88     -        20.676  (meters)      67.83   (feet)  ADJUSTED  
 PD0035  ___________________________________________________________________
 PD0035  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 PD0035  DYNAMIC HT  -          20.676 (meters)      67.83  (feet)  COMP
 PD0035  MODELED GRAV-     980,613.6   (mgal)                       NAVD 88
 PD0035
 PD0035  VERT ORDER  -  SECOND    CLASS 0
 PD0035
 PD0035.The horizontal coordinates were scaled from a topographic map and have
 PD0035.an estimated accuracy of +/- 6 seconds.
 PD0035
 PD0035.The orthometric height was determined by differential leveling
 PD0035.and adjusted by the National Geodetic Survey in June 1991..
 PD0035
 PD0035.The geoid height was determined by GEOID03.
 PD0035
 PD0035.The dynamic height is computed by dividing the NAVD 88
 PD0035.geopotential number by the normal gravity value computed on the
 PD0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0035.degrees latitude (g = 980.6199 gals.).
 PD0035
 PD0035.The modeled gravity was interpolated from observed gravity values.
 PD0035
 PD0035;                    North         East    Units  Estimated Accuracy
 PD0035;SPC ME E     -   143,320.      404,860.      MT  (+/- 180 meters Scaled)
 PD0035
 PD0035                          SUPERSEDED SURVEY CONTROL
 PD0035
 PD0035  NGVD 29 (??/??/92)   20.873  (m)           68.48   (f) ADJ UNCH    2 0
 PD0035
 PD0035.Superseded values are not recommended for survey control.
 PD0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0035.See file dsdata.txt to determine how the superseded data were derived.
 PD0035
 PD0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK442789(NAD 83)
 PD0035_MARKER: DD = SURVEY DISK
 PD0035_SETTING: 66 = SET IN ROCK OUTCROP
 PD0035_SP_SET: ROCK OUTCROP
 PD0035_STAMPING: 68 1907
 PD0035_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0035+STABILITY: POSITION/ELEVATION WELL
 PD0035
 PD0035  HISTORY     - Date     Condition        Report By
 PD0035  HISTORY     - 1907     MONUMENTED       USGS
 PD0035  HISTORY     - 1935     GOOD             NGS
 PD0035  HISTORY     - 1946     GOOD             NGS
 PD0035
 PD0035                          STATION DESCRIPTION
 PD0035
 PD0035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PD0035'AT WEST PEMBROKE.
 PD0035'AT WEST PEMBROKE, WASHINGTON COUNTY, ON U.S. HIGHWAY 1, AT THE
 PD0035'EAST EDGE OF TOWN, ABOUT 102 FEET NORTH OF UNION CHURCH, IN THE
 PD0035'CHURCHYARD, 18 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, IN
 PD0035'THE TOP OF A ROCK OUTCROP, ABOUT 2 FEET ABOVE THE HIGHWAY, AND
 PD0035'ABOUT 1/2 FOOT ABOVE GROUND.  A UNITED STATES GEOLOGICAL SURVEY
 PD0035'STANDARD DISK, STAMPED 68 1907.
 PD0035
 PD0035                          STATION RECOVERY (1946)
 PD0035
 PD0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 PD0035'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0314 ***********************************************************************
 PD0314  DESIGNATION -  68 USGS
 PD0314  PID         -  PD0314
 PD0314  STATE/COUNTY-  ME/WASHINGTON
 PD0314  USGS QUAD   -  COLUMBIA FALLS (1977)
 PD0314
 PD0314                         *CURRENT SURVEY CONTROL
 PD0314  ___________________________________________________________________
 PD0314* NAD 83(1986)-  44 39 43.     (N)    067 41 30.     (W)     SCALED    
 PD0314* NAVD 88     -        20.481  (meters)      67.19   (feet)  ADJUSTED  
 PD0314  ___________________________________________________________________
 PD0314  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 PD0314  DYNAMIC HT  -          20.480 (meters)      67.19  (feet)  COMP
 PD0314  MODELED GRAV-     980,578.8   (mgal)                       NAVD 88
 PD0314  OBS GRAVITY -     980,584.8   (mgal)                       GRAV_OBS
 PD0314
 PD0314  VERT ORDER  -  FIRST     CLASS I
 PD0314
 PD0314.The horizontal coordinates were scaled from a topographic map and have
 PD0314.an estimated accuracy of +/- 6 seconds.
 PD0314
 PD0314.The orthometric height was determined by differential leveling
 PD0314.and adjusted by the National Geodetic Survey in June 1991..
 PD0314
 PD0314.The geoid height was determined by GEOID03.
 PD0314
 PD0314.The dynamic height is computed by dividing the NAVD 88
 PD0314.geopotential number by the normal gravity value computed on the
 PD0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0314.degrees latitude (g = 980.6199 gals.).
 PD0314
 PD0314.The modeled gravity was interpolated from observed gravity values.
 PD0314.The observed gravity was obtained from relative gravimeter ties
 PD0314.to the IGSN71 gravity network.
 PD0314
 PD0314;                    North         East    Units  Estimated Accuracy
 PD0314;SPC ME E     -   110,900.      364,100.      MT  (+/- 180 meters Scaled)
 PD0314
 PD0314                          SUPERSEDED SURVEY CONTROL
 PD0314
 PD0314  NGVD 29 (??/??/92)   20.690  (m)           67.88   (f) ADJ UNCH    1 1
 PD0314
 PD0314.Superseded values are not recommended for survey control.
 PD0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0314.See file dsdata.txt to determine how the superseded data were derived.
 PD0314
 PD0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK037462(NAD 83)
 PD0314_MARKER: DB = BENCH MARK DISK
 PD0314_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PD0314_SP_SET: CULVERT
 PD0314_STAMPING: 68 ME 1917
 PD0314_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PD0314
 PD0314  HISTORY     - Date     Condition        Report By
 PD0314  HISTORY     - 1917     MONUMENTED       USGS
 PD0314  HISTORY     - 1966     GOOD             NGS
 PD0314  HISTORY     - 1978     GOOD             DMA
 PD0314
 PD0314                          STATION DESCRIPTION
 PD0314
 PD0314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PD0314'1.9 MI E FROM COLUMBIA FALLS.
 PD0314'1.9 MILES EAST ALONG THE MAINE CENTRAL RAILROAD FROM THE BLACK
 PD0314'TOPPED ROAD CROSSING AT COLUMBIA FALLS, ABOUT 0.2 MILE WEST OF
 PD0314'MILEPOST C58/P212, IN THE TOP OF THE EAST END OF THE NORTH STONE
 PD0314'HEAD WALL FOR A 6-FOOT BOX CULVERT OVER INDIAN RIVER, 12.5 FEET
 PD0314'NORTH OF THE NORTH RAIL, AND ABOUT 4 FEET BELOW THE LEVEL OF
 PD0314'THE TRACK.  NOTE-- 2.3 MILES WEST ALONG THE MAINE CENTRAL
 PD0314'RAILROAD FROM THE CROSSING OF A BLACK TOPPED ROAD AT JONESBORO
 PD0314'STATION.
 PD0314
 PD0314                          STATION RECOVERY (1978)
 PD0314
 PD0314'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PD0314'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0119 ***********************************************************************
 OC0119  DESIGNATION -  69
 OC0119  PID         -  OC0119
 OC0119  STATE/COUNTY-  ME/CUMBERLAND
 OC0119  USGS QUAD   -  PORTLAND WEST (1978)
 OC0119
 OC0119                         *CURRENT SURVEY CONTROL
 OC0119  ___________________________________________________________________
 OC0119* NAD 83(1986)-  43 40 55.     (N)    070 21 21.     (W)     SCALED    
 OC0119* NAVD 88     -        20.651  (meters)      67.75   (feet)  ADJUSTED  
 OC0119  ___________________________________________________________________
 OC0119  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 OC0119  DYNAMIC HT  -          20.648 (meters)      67.74  (feet)  COMP
 OC0119  MODELED GRAV-     980,491.7   (mgal)                       NAVD 88
 OC0119
 OC0119  VERT ORDER  -  FIRST     CLASS II
 OC0119
 OC0119.The horizontal coordinates were scaled from a topographic map and have
 OC0119.an estimated accuracy of +/- 6 seconds.
 OC0119
 OC0119.The orthometric height was determined by differential leveling
 OC0119.and adjusted by the National Geodetic Survey in June 1991..
 OC0119
 OC0119.The geoid height was determined by GEOID03.
 OC0119
 OC0119.The dynamic height is computed by dividing the NAVD 88
 OC0119.geopotential number by the normal gravity value computed on the
 OC0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0119.degrees latitude (g = 980.6199 gals.).
 OC0119
 OC0119.The modeled gravity was interpolated from observed gravity values.
 OC0119
 OC0119;                    North         East    Units  Estimated Accuracy
 OC0119;SPC ME W     -    94,290.      884,750.      MT  (+/- 180 meters Scaled)
 OC0119
 OC0119                          SUPERSEDED SURVEY CONTROL
 OC0119
 OC0119  NGVD 29 (??/??/92)   20.862  (m)           68.44   (f) ADJ UNCH    1 2
 OC0119
 OC0119.Superseded values are not recommended for survey control.
 OC0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0119.See file dsdata.txt to determine how the superseded data were derived.
 OC0119
 OC0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ907374(NAD 83)
 OC0119_MARKER: DD = SURVEY DISK
 OC0119_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC0119_SP_SET: ABUTMENT
 OC0119_STAMPING: 69
 OC0119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC0119
 OC0119  HISTORY     - Date     Condition        Report By
 OC0119  HISTORY     - UNK      MONUMENTED       USGS
 OC0119  HISTORY     - 1955     GOOD             NGS
 OC0119  HISTORY     - 1976     GOOD             NGS
 OC0119
 OC0119                          STATION DESCRIPTION
 OC0119
 OC0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 OC0119'AT WESTBROOK.
 OC0119'AT WESTBROOK, ABOUT 0.25 MILE NORTHWEST ALONG THE MAINE CENTRAL
 OC0119'RAILROAD FROM CUMBERLAND MILLS STATION AND CROSSING OF STATE
 OC0119'HIGHWAY 25 AT WESTBROOK, ABOUT 0.35 MILE SOUTHEAST OF MILE
 OC0119'POST P 6, IN THE TOP OF THE SOUTHWEST END OF THE BACK WALL OF
 OC0119'NORTHWEST STONE ABUTMENT OF RAILROAD BRIDGE OVER PRESUMPSCOT
 OC0119'RIVER, 5.3 FEET SOUTHWEST OF SOUTHWEST RAIL AND ABOUT 1 FOOT
 OC0119'BELOW LEVEL OF TRACK.
 OC0119
 OC0119                          STATION RECOVERY (1976)
 OC0119
 OC0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1160 ***********************************************************************
 PE1160  DESIGNATION -  69
 PE1160  PID         -  PE1160
 PE1160  STATE/COUNTY-  ME/KENNEBEC
 PE1160  USGS QUAD   -  WINTHROP (1980)
 PE1160
 PE1160                         *CURRENT SURVEY CONTROL
 PE1160  ___________________________________________________________________
 PE1160* NAD 83(1986)-  44 18 29.     (N)    069 57 12.     (W)     SCALED    
 PE1160* NAVD 88     -       119.144  (meters)     390.89   (feet)  ADJUSTED  
 PE1160  ___________________________________________________________________
 PE1160  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 PE1160  DYNAMIC HT  -         119.135 (meters)     390.86  (feet)  COMP
 PE1160  MODELED GRAV-     980,534.3   (mgal)                       NAVD 88
 PE1160
 PE1160  VERT ORDER  -  SECOND    CLASS 0
 PE1160
 PE1160.The horizontal coordinates were scaled from a topographic map and have
 PE1160.an estimated accuracy of +/- 6 seconds.
 PE1160
 PE1160.The orthometric height was determined by differential leveling
 PE1160.and adjusted by the National Geodetic Survey in June 1991..
 PE1160
 PE1160.The geoid height was determined by GEOID03.
 PE1160
 PE1160.The dynamic height is computed by dividing the NAVD 88
 PE1160.geopotential number by the normal gravity value computed on the
 PE1160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1160.degrees latitude (g = 980.6199 gals.).
 PE1160
 PE1160.The modeled gravity was interpolated from observed gravity values.
 PE1160
 PE1160;                    North         East    Units  Estimated Accuracy
 PE1160;SPC ME W     -   163,860.      917,020.      MT  (+/- 180 meters Scaled)
 PE1160
 PE1160                          SUPERSEDED SURVEY CONTROL
 PE1160
 PE1160  NGVD 29 (??/??/92)  119.347  (m)          391.56   (f) ADJ UNCH    2 0
 PE1160
 PE1160.Superseded values are not recommended for survey control.
 PE1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1160.See file dsdata.txt to determine how the superseded data were derived.
 PE1160
 PE1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK239065(NAD 83)
 PE1160_MARKER: DB = BENCH MARK DISK
 PE1160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1160_STAMPING: NO 69
 PE1160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1160+STABILITY: SURFACE MOTION
 PE1160
 PE1160  HISTORY     - Date     Condition        Report By
 PE1160  HISTORY     - UNK      MONUMENTED       MEGS
 PE1160  HISTORY     - 1935     GOOD             NGS
 PE1160  HISTORY     - 1974     MARK NOT FOUND   NGS
 PE1160
 PE1160                          STATION DESCRIPTION
 PE1160
 PE1160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PE1160'1.2 MI E FROM WINTHROP.
 PE1160'1.2 MILES EAST ALONG STATE HIGHWAY 100 FROM THE MAINE CENTRAL
 PE1160'RAILROAD STATION AT WINTHROP, KENNEBEC COUNTY, 50 YARDS SOUTH
 PE1160'OF A LARGE WHITE FARMHOUSE, 35 FEET SOUTH OF THE CENTERLINE
 PE1160'OF THE HIGHWAY, AND 10 FEET SOUTHWEST OF A LONE MAPLE TREE.
 PE1160'A STATE SURVEY STANDARD DISK, STAMPED NO. 69 AND SET IN THE TOP
 PE1160'OF A CONCRETE POST.
 PE1160
 PE1160                          STATION RECOVERY (1974)
 PE1160
 PE1160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 PE1160'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0006 ***********************************************************************
 SF0006  DESIGNATION -  699.3
 SF0006  PID         -  SF0006
 SF0006  STATE/COUNTY-  ME/AROOSTOOK
 SF0006  USGS QUAD   -  PICARD BROOK (1986)
 SF0006
 SF0006                         *CURRENT SURVEY CONTROL
 SF0006  ___________________________________________________________________
 SF0006* NAD 83(1986)-  47 07 14.     (N)    068 07 15.     (W)     SCALED    
 SF0006* NAVD 88     -       213.03   (+/-2cm)     698.9    (feet)  VERTCON   
 SF0006  ___________________________________________________________________
 SF0006  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 SF0006
 SF0006  VERT ORDER  -  ? (See Below)
 SF0006
 SF0006.The horizontal coordinates were scaled from a topographic map and have
 SF0006.an estimated accuracy of +/- 6 seconds.
 SF0006
 SF0006.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0006.The vertical order pertains to the NGVD 29 superseded value.
 SF0006
 SF0006.The geoid height was determined by GEOID03.
 SF0006
 SF0006;                    North         East    Units  Estimated Accuracy
 SF0006;SPC ME E     -   383,900.      328,770.      MT  (+/- 180 meters Scaled)
 SF0006
 SF0006                          SUPERSEDED SURVEY CONTROL
 SF0006
 SF0006  NGVD 29 (??/??/92)  213.196  (m)          699.46   (f) ADJ UNCH    ?  
 SF0006
 SF0006.Superseded values are not recommended for survey control.
 SF0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0006.See file dsdata.txt to determine how the superseded data were derived.
 SF0006
 SF0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN666189(NAD 83)
 SF0006_MARKER: Q = CHISELED SQUARE
 SF0006_SETTING: 80 = SET IN A BOULDER
 SF0006_SP_SET: BOULDER
 SF0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF0006+STABILITY: SURFACE MOTION
 SF0006
 SF0006  HISTORY     - Date     Condition        Report By
 SF0006  HISTORY     - UNK      MONUMENTED       USGS
 SF0006  HISTORY     - 1933     GOOD             NGS
 SF0006
 SF0006                          STATION DESCRIPTION
 SF0006
 SF0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 SF0006'11.4 MI W FROM VAN BUREN.
 SF0006'11.4 MILES WEST ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM THE
 SF0006'STATION AT VAN BUREN, AROOSTOOK COUNTY, AT STATION 248.7, 8 YARDS
 SF0006'EAST OF THE CENTERLINE OF THE TRACK, ON THE TOP OF A BOULDER, AND
 SF0006'ABOUT ONE YARD BELOW THE LEVEL OF THE TRACK.  A CHISELED SQUARE,
 SF0006'MARKED 699.3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0023 ***********************************************************************
 OC0023  DESIGNATION -  7 C OF P
 OC0023  PID         -  OC0023
 OC0023  STATE/COUNTY-  ME/CUMBERLAND
 OC0023  USGS QUAD   -  PORTLAND WEST (1978)
 OC0023
 OC0023                         *CURRENT SURVEY CONTROL
 OC0023  ___________________________________________________________________
 OC0023* NAD 83(1986)-  43 40 16.     (N)    070 17 04.     (W)     SCALED    
 OC0023* NAVD 88     -        17.343  (meters)      56.90   (feet)  ADJUSTED  
 OC0023  ___________________________________________________________________
 OC0023  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 OC0023  DYNAMIC HT  -          17.341 (meters)      56.89  (feet)  COMP
 OC0023  MODELED GRAV-     980,497.6   (mgal)                       NAVD 88
 OC0023
 OC0023  VERT ORDER  -  FIRST     CLASS I
 OC0023
 OC0023.The horizontal coordinates were scaled from a topographic map and have
 OC0023.an estimated accuracy of +/- 6 seconds.
 OC0023
 OC0023.The orthometric height was determined by differential leveling
 OC0023.and adjusted by the National Geodetic Survey in June 1991..
 OC0023
 OC0023.The geoid height was determined by GEOID03.
 OC0023
 OC0023.The dynamic height is computed by dividing the NAVD 88
 OC0023.geopotential number by the normal gravity value computed on the
 OC0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0023.degrees latitude (g = 980.6199 gals.).
 OC0023
 OC0023.The modeled gravity was interpolated from observed gravity values.
 OC0023
 OC0023;                    North         East    Units  Estimated Accuracy
 OC0023;SPC ME W     -    93,080.      890,500.      MT  (+/- 180 meters Scaled)
 OC0023
 OC0023                          SUPERSEDED SURVEY CONTROL
 OC0023
 OC0023  NGVD 29 (??/??/92)   17.555  (m)           57.59   (f) ADJ UNCH    1 1
 OC0023
 OC0023.Superseded values are not recommended for survey control.
 OC0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0023.See file dsdata.txt to determine how the superseded data were derived.
 OC0023
 OC0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ964361(NAD 83)
 OC0023_MARKER: B = BOLT
 OC0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC0023_SP_SET: GRANITE POST
 OC0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC0023+STABILITY: SURFACE MOTION
 OC0023
 OC0023  HISTORY     - Date     Condition        Report By
 OC0023  HISTORY     - UNK      MONUMENTED       ME6400
 OC0023  HISTORY     - 1966     GOOD             NGS
 OC0023  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 OC0023
 OC0023                          STATION DESCRIPTION
 OC0023
 OC0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 OC0023'AT PORTLAND.
 OC0023'AT PORTLAND, ABOUT 1.25 MILE NORTHWEST ALONG FOREST AVENUE FROM
 OC0023'THE POST OFFICE, NEAR THE INTERSECTION OF FOREST AVENUE AND
 OC0023'WOODFORD STREET, 5.5 FEET WEST OF THE EXTENDED WEST CURB OF THE
 OC0023'AVENUE, 1.5 FEET NORTH OF THE NORTH CURB OF THE STREET, ABOUT
 OC0023'LEVEL WITH THE SIDEWALK AND SET IN THE TOP OF A GRANITE POST
 OC0023'FLUSH.
 OC0023
 OC0023                          STATION RECOVERY (1990)
 OC0023
 OC0023'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMW)
 OC0023'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0645 ***********************************************************************
 RF0645  DESIGNATION -  7 JHS
 RF0645  PID         -  RF0645
 RF0645  STATE/COUNTY-  ME/AROOSTOOK
 RF0645  USGS QUAD   -  UGH LAKE (1986)
 RF0645
 RF0645                         *CURRENT SURVEY CONTROL
 RF0645  ___________________________________________________________________
 RF0645* NAD 83(1986)-  46 41 58.     (N)    069 30 35.     (W)     SCALED    
 RF0645* NAVD 88     -       420.459  (meters)    1379.46   (feet)  ADJUSTED  
 RF0645  ___________________________________________________________________
 RF0645  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 RF0645  DYNAMIC HT  -         420.481 (meters)    1379.53  (feet)  COMP
 RF0645  MODELED GRAV-     980,653.5   (mgal)                       NAVD 88
 RF0645
 RF0645  VERT ORDER  -  SECOND    CLASS II
 RF0645
 RF0645.The horizontal coordinates were scaled from a topographic map and have
 RF0645.an estimated accuracy of +/- 6 seconds.
 RF0645
 RF0645.The orthometric height was determined by differential leveling
 RF0645.and adjusted by the National Geodetic Survey in June 1991..
 RF0645
 RF0645.The geoid height was determined by GEOID03.
 RF0645
 RF0645.The dynamic height is computed by dividing the NAVD 88
 RF0645.geopotential number by the normal gravity value computed on the
 RF0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0645.degrees latitude (g = 980.6199 gals.).
 RF0645
 RF0645.The modeled gravity was interpolated from observed gravity values.
 RF0645
 RF0645;                    North         East    Units  Estimated Accuracy
 RF0645;SPC ME E     -   337,510.      222,780.      MT  (+/- 180 meters Scaled)
 RF0645
 RF0645                          SUPERSEDED SURVEY CONTROL
 RF0645
 RF0645.No superseded survey control is available for this station.
 RF0645
 RF0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM610718(NAD 83)
 RF0645_MARKER: DD = SURVEY DISK
 RF0645_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RF0645+WITH SETTING: INFORMATION.
 RF0645_SP_SET: SHALLOW-SET METAL ROD
 RF0645_STAMPING: 7 JHS 1984
 RF0645_MARK LOGO: USGS  
 RF0645_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RF0645
 RF0645  HISTORY     - Date     Condition        Report By
 RF0645  HISTORY     - 1984     MONUMENTED       USGS-M
 RF0645
 RF0645                          STATION DESCRIPTION
 RF0645
 RF0645'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1984
 RF0645'6.2 MI NORTH FROM CLAYTON LAKE.
 RF0645'CLAYTON LAKE POST OFFICE, 7 MI (11.3 KM) N. OF, ALONG RDS. AND
 RF0645'TRAILS, ABOUT 2.5 MI (4 KM) N. AND 2 MI (3.2 KM) W. OF SE. COR. T. 12,
 RF0645'R. 14, WELS, NEAR THE TOP OF A LONG GRADE, 24 FT (7.3 M) S. AND 33 FT
 RF0645'(10.1 M) W. AND 3.7 FT (1.1 M) HIGHER THAN RD. AT DIM TRAIL W., 2.8 FT
 RF0645'(0.85 M) SW. OF WITNESS POST, A STANDARD ROD SUPPORTED TABLET CEN-
 RF0645'TERED IN PLASTIC PIPE AT GROUND LEVEL.
 RF0645'THE MARK IS 3.7 FT ABOVE THE ROAD AT TRAIL WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0605 ***********************************************************************
 RF0605  DESIGNATION -  7 JHS USGS
 RF0605  PID         -  RF0605
 RF0605  STATE/COUNTY-  ME/AROOSTOOK
 RF0605  USGS QUAD   -  FARRAR POND (1985)
 RF0605
 RF0605                         *CURRENT SURVEY CONTROL
 RF0605  ___________________________________________________________________
 RF0605* NAD 83(1986)-  46 44 07.     (N)    068 55 00.     (W)     SCALED    
 RF0605* NAVD 88     -       343.540  (meters)    1127.10   (feet)  ADJUSTED  
 RF0605  ___________________________________________________________________
 RF0605  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 RF0605  DYNAMIC HT  -         343.563 (meters)    1127.17  (feet)  COMP
 RF0605  MODELED GRAV-     980,669.5   (mgal)                       NAVD 88
 RF0605
 RF0605  VERT ORDER  -  SECOND    CLASS II
 RF0605
 RF0605.The horizontal coordinates were scaled from a topographic map and have
 RF0605.an estimated accuracy of +/- 6 seconds.
 RF0605
 RF0605.The orthometric height was determined by differential leveling
 RF0605.and adjusted by the National Geodetic Survey in June 1991..
 RF0605
 RF0605.The geoid height was determined by GEOID03.
 RF0605
 RF0605.The dynamic height is computed by dividing the NAVD 88
 RF0605.geopotential number by the normal gravity value computed on the
 RF0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0605.degrees latitude (g = 980.6199 gals.).
 RF0605
 RF0605.The modeled gravity was interpolated from observed gravity values.
 RF0605
 RF0605;                    North         East    Units  Estimated Accuracy
 RF0605;SPC ME E     -   341,080.      268,160.      MT  (+/- 180 meters Scaled)
 RF0605
 RF0605                          SUPERSEDED SURVEY CONTROL
 RF0605
 RF0605.No superseded survey control is available for this station.
 RF0605
 RF0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM063757(NAD 83)
 RF0605_MARKER: DB = BENCH MARK DISK
 RF0605_SETTING: 66 = SET IN ROCK OUTCROP
 RF0605_SP_SET: ROCK OUTCROP
 RF0605_STAMPING: 7 JHS 1983
 RF0605_MARK LOGO: USGS  
 RF0605_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0605+STABILITY: POSITION/ELEVATION WELL
 RF0605
 RF0605  HISTORY     - Date     Condition        Report By
 RF0605  HISTORY     - 1983     MONUMENTED       USGS-M
 RF0605
 RF0605                          STATION DESCRIPTION
 RF0605
 RF0605'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1983
 RF0605'29.5 MI WNW FROM ASHLAND.
 RF0605'22.3 MI (35.9 KM) WEST ALONG THE AMERICAN REALTY ROAD FROM ASHLAND,
 RF0605'THENCE 7.2 MI (11.6 KM) NORTHWEST ALONG ROAD FROM ITS JUNCTION WITH
 RF0605'THE AMERICAN REALTY ROAD NEAR THE NORTHWEST CORNER OF BIG MACHIAS
 RF0605'LAKE, ABOUT 1 MI (1.6 KM) SOUTH AND 1.3 MI (2.1 KM) EAST OF THE
 RF0605'NORTHWEST CORNER OF T. 12 R. 9 WELS., 22 FT (6.7 M) NORTH OF ROAD,
 RF0605'INSIDE OF SHARP CURVE FROM WEST TO NORTHWEST, IN LARGE ROCK OUTCROP,
 RF0605'3.5 FT (1.1 M) ABOVE THE ROAD, A USGS TABLET STAMPED 7 JHS 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1163 ***********************************************************************
 PE1163  DESIGNATION -  7.0
 PE1163  PID         -  PE1163
 PE1163  STATE/COUNTY-  ME/SAGADAHOC
 PE1163  USGS QUAD   -  BOWDOINHAM (1980)
 PE1163
 PE1163                         *CURRENT SURVEY CONTROL
 PE1163  ___________________________________________________________________
 PE1163* NAD 83(1986)-  44 00 31.     (N)    069 53 40.     (W)     SCALED    
 PE1163* NAVD 88     -         1.929  (meters)       6.33   (feet)  ADJUSTED  
 PE1163  ___________________________________________________________________
 PE1163  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 PE1163  DYNAMIC HT  -           1.929 (meters)       6.33  (feet)  COMP
 PE1163  MODELED GRAV-     980,516.3   (mgal)                       NAVD 88
 PE1163
 PE1163  VERT ORDER  -  SECOND    CLASS 0
 PE1163
 PE1163.The horizontal coordinates were scaled from a topographic map and have
 PE1163.an estimated accuracy of +/- 6 seconds.
 PE1163
 PE1163.The orthometric height was determined by differential leveling
 PE1163.and adjusted by the National Geodetic Survey in June 1991..
 PE1163
 PE1163.The geoid height was determined by GEOID03.
 PE1163
 PE1163.The dynamic height is computed by dividing the NAVD 88
 PE1163.geopotential number by the normal gravity value computed on the
 PE1163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1163.degrees latitude (g = 980.6199 gals.).
 PE1163
 PE1163.The modeled gravity was interpolated from observed gravity values.
 PE1163
 PE1163;                    North         East    Units  Estimated Accuracy
 PE1163;SPC ME W     -   130,610.      921,830.      MT  (+/- 180 meters Scaled)
 PE1163
 PE1163                          SUPERSEDED SURVEY CONTROL
 PE1163
 PE1163  NGVD 29 (??/??/92)    2.14   (m)            7.0    (f) COMPUTED    2 0
 PE1163
 PE1163.Superseded values are not recommended for survey control.
 PE1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1163.See file dsdata.txt to determine how the superseded data were derived.
 PE1163
 PE1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ282732(NAD 83)
 PE1163_MARKER: DD = SURVEY DISK
 PE1163_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE1163_SP_SET: BRIDGE
 PE1163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE1163
 PE1163  HISTORY     - Date     Condition        Report By
 PE1163  HISTORY     - UNK      MONUMENTED       USGS
 PE1163  HISTORY     - 1935     GOOD             NGS
 PE1163
 PE1163                          STATION DESCRIPTION
 PE1163
 PE1163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PE1163'AT BOWDOINHAM.
 PE1163'U.S.G.S. 7.0 IS LOCATED AT BOWDOINHAM, ON WEST END OF NORTH
 PE1163'STONE ABUTMENT OF HIGHWAY BRIDGE OVER CATHANCE RIVER.  STANDARD
 PE1163'TABLET SET FLUSH 4 FEET BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1164 ***********************************************************************
 PE1164  DESIGNATION -  7.0 USGS RESET 1952
 PE1164  PID         -  PE1164
 PE1164  STATE/COUNTY-  ME/SAGADAHOC
 PE1164  USGS QUAD   -  BOWDOINHAM (1980)
 PE1164
 PE1164                         *CURRENT SURVEY CONTROL
 PE1164  ___________________________________________________________________
 PE1164* NAD 83(1986)-  44 00 31.     (N)    069 53 40.     (W)     SCALED    
 PE1164* NAVD 88     -         2.78   (meters)       9.1    (feet)  RESET     
 PE1164  ___________________________________________________________________
 PE1164  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 PE1164
 PE1164  VERT ORDER  -  THIRD
 PE1164
 PE1164.The horizontal coordinates were scaled from a topographic map and have
 PE1164.an estimated accuracy of +/- 6 seconds.
 PE1164
 PE1164.The orthometric height was computed from unverified reset data.
 PE1164
 PE1164.The geoid height was determined by GEOID03.
 PE1164
 PE1164;                    North         East    Units  Estimated Accuracy
 PE1164;SPC ME W     -   130,610.      921,830.      MT  (+/- 180 meters Scaled)
 PE1164
 PE1164                          SUPERSEDED SURVEY CONTROL
 PE1164
 PE1164  NGVD 29 (??/??/??)    2.99   (m)            9.8    (f) RESET       3  
 PE1164
 PE1164.Superseded values are not recommended for survey control.
 PE1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1164.See file dsdata.txt to determine how the superseded data were derived.
 PE1164
 PE1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ282732(NAD 83)
 PE1164_MARKER: DD = SURVEY DISK
 PE1164_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE1164_SP_SET: PARAPET
 PE1164_STAMPING: RESET 1952
 PE1164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE1164
 PE1164  HISTORY     - Date     Condition        Report By
 PE1164  HISTORY     - 1952     MONUMENTED       USGS
 PE1164  HISTORY     - 1935     GOOD             NGS
 PE1164
 PE1164                          STATION DESCRIPTION
 PE1164
 PE1164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PE1164'AT BOWDOINHAM.
 PE1164'AT BOWDOINHAM, SAGADAHOC COUNTY, AT THE BRIDGE WHERE STATE
 PE1164'HIGHWAY 24 CROSSES CATHANCE RIVER, IN THE WEST END OF THE
 PE1164'NORTH ABUTMENT, 17.8 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 PE1164'IN THE TOP OF THE LOWER PARAPET, AND 2.7 FEET LOWER THAN THE
 PE1164'HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 PE1164'STAMPED RESET 1952.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0235 ***********************************************************************
 QF0235  DESIGNATION -  7002 NPS
 QF0235  PID         -  QF0235
 QF0235  STATE/COUNTY-  ME/WASHINGTON
 QF0235  USGS QUAD   -  CALAIS (1977)
 QF0235
 QF0235                         *CURRENT SURVEY CONTROL
 QF0235  ___________________________________________________________________
 QF0235* NAD 83(1986)-  45 09 08.     (N)    067 17 08.     (W)     SCALED    
 QF0235* NAVD 88     -        21.127  (meters)      69.31   (feet)  ADJUSTED  
 QF0235  ___________________________________________________________________
 QF0235  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 QF0235  DYNAMIC HT  -          21.127 (meters)      69.31  (feet)  COMP
 QF0235  MODELED GRAV-     980,618.7   (mgal)                       NAVD 88
 QF0235
 QF0235  VERT ORDER  -  FIRST     CLASS II
 QF0235
 QF0235.The horizontal coordinates were scaled from a topographic map and have
 QF0235.an estimated accuracy of +/- 6 seconds.
 QF0235
 QF0235.The orthometric height was determined by differential leveling
 QF0235.and adjusted by the National Geodetic Survey in June 1991..
 QF0235
 QF0235.The geoid height was determined by GEOID03.
 QF0235
 QF0235.The dynamic height is computed by dividing the NAVD 88
 QF0235.geopotential number by the normal gravity value computed on the
 QF0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0235.degrees latitude (g = 980.6199 gals.).
 QF0235
 QF0235.The modeled gravity was interpolated from observed gravity values.
 QF0235
 QF0235;                    North         East    Units  Estimated Accuracy
 QF0235;SPC ME E     -   165,780.      395,490.      MT  (+/- 180 meters Scaled)
 QF0235
 QF0235                          SUPERSEDED SURVEY CONTROL
 QF0235
 QF0235.No superseded survey control is available for this station.
 QF0235
 QF0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL347012(NAD 83)
 QF0235_MARKER: DD = SURVEY DISK
 QF0235_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QF0235_SP_SET: CATCH BASIN
 QF0235_STAMPING: 7002
 QF0235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QF0235
 QF0235  HISTORY     - Date     Condition        Report By
 QF0235  HISTORY     - UNK      MONUMENTED       NPS
 QF0235  HISTORY     - 1978     GOOD             NGS
 QF0235
 QF0235                          STATION DESCRIPTION
 QF0235
 QF0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0235'3.0 MI SW FROM CALAIS.
 QF0235'3.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 QF0235'CALAIS, 45.9 FEET SOUTHEAST OF THE CENTER LINE OF HIGHWAY, IN THE
 QF0235'TOP OF A CONCRETE SUPPORT BETWEEN NORTHEAST HEAD WALL AND CATCH
 QF0235'BASIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0033 ***********************************************************************
 QF0033  DESIGNATION -  7020 MCRR
 QF0033  PID         -  QF0033
 QF0033  STATE/COUNTY-  ME/WASHINGTON
 QF0033  USGS QUAD   -  CALAIS (1977)
 QF0033
 QF0033                         *CURRENT SURVEY CONTROL
 QF0033  ___________________________________________________________________
 QF0033* NAD 83(1986)-  45 11 22.     (N)    067 16 49.     (W)     SCALED    
 QF0033* NAVD 88     -         5.481  (meters)      17.98   (feet)  ADJUSTED  
 QF0033  ___________________________________________________________________
 QF0033  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 QF0033  DYNAMIC HT  -           5.481 (meters)      17.98  (feet)  COMP
 QF0033  MODELED GRAV-     980,621.0   (mgal)                       NAVD 88
 QF0033
 QF0033  VERT ORDER  -  FIRST     CLASS II
 QF0033
 QF0033.The horizontal coordinates were scaled from a topographic map and have
 QF0033.an estimated accuracy of +/- 6 seconds.
 QF0033
 QF0033.The orthometric height was determined by differential leveling
 QF0033.and adjusted by the National Geodetic Survey in June 1991..
 QF0033.WARNING-Repeat measurements at this control monument indicate possible
 QF0033.vertical movement.
 QF0033
 QF0033.The geoid height was determined by GEOID03.
 QF0033
 QF0033.The dynamic height is computed by dividing the NAVD 88
 QF0033.geopotential number by the normal gravity value computed on the
 QF0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0033.degrees latitude (g = 980.6199 gals.).
 QF0033
 QF0033.The modeled gravity was interpolated from observed gravity values.
 QF0033
 QF0033;                    North         East    Units  Estimated Accuracy
 QF0033;SPC ME E     -   169,920.      395,840.      MT  (+/- 180 meters Scaled)
 QF0033
 QF0033                          SUPERSEDED SURVEY CONTROL
 QF0033
 QF0033  NGVD 29 (??/??/92)    5.687  (m)           18.66   (f) ADJ UNCH    1 2
 QF0033
 QF0033.Superseded values are not recommended for survey control.
 QF0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0033.See file dsdata.txt to determine how the superseded data were derived.
 QF0033
 QF0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL350054(NAD 83)
 QF0033_MARKER: Z = SEE DESCRIPTION
 QF0033_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QF0033_SP_SET: DOOR SILL
 QF0033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QF0033
 QF0033  HISTORY     - Date     Condition        Report By
 QF0033  HISTORY     - UNK      MONUMENTED       MCRR
 QF0033  HISTORY     - 1953     GOOD             NGS
 QF0033  HISTORY     - 1966     MARK NOT FOUND   NGS
 QF0033  HISTORY     - 1978     MARK NOT FOUND   DMA
 QF0033  HISTORY     - 20050714 MARK NOT FOUND   GEOCAC
 QF0033
 QF0033                          STATION DESCRIPTION
 QF0033
 QF0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 QF0033'AT CALAIS.
 QF0033'AT CALAIS, ON THE TRACK SIDE OF THE MAINE CENTRAL RAILROAD, AT
 QF0033'THE MOST EASTERLY DOOR AND ON THE NORTHEAST CORNER OF THE
 QF0033'GRANITE DOOR SILL.
 QF0033
 QF0033                          STATION RECOVERY (1966)
 QF0033
 QF0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 QF0033'MARK NOT FOUND.
 QF0033
 QF0033                          STATION RECOVERY (1978)
 QF0033
 QF0033'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 QF0033'NOT RECOVERED.
 QF0033
 QF0033                          STATION RECOVERY (2005)
 QF0033
 QF0033'RECOVERY NOTE BY GEOCACHING 2005 (CEA)
 QF0033'AREA HAS CHANGED SIGNIFICANTLY.  THE DEPOT STILL EXISTS BUT HAS BEEN
 QF0033'ADDED ON TO AND RENNOVATED - IT IS NOW PART OF THE DOWNEAST HERITAGE
 QF0033'CENTER.  THE TRACKS HAVE BEEN TORN UP, AND THE AREA HAS BEEN TURNED
 QF0033'INTO A PARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0124 ***********************************************************************
 PD0124  DESIGNATION -  71 USGS
 PD0124  PID         -  PD0124
 PD0124  STATE/COUNTY-  ME/WASHINGTON
 PD0124  USGS QUAD   -  MACHIAS (1977)
 PD0124
 PD0124                         *CURRENT SURVEY CONTROL
 PD0124  ___________________________________________________________________
 PD0124* NAD 83(1986)-  44 42 54.     (N)    067 27 27.     (W)     SCALED    
 PD0124* NAVD 88     -        21.335  (meters)      70.00   (feet)  ADJUSTED  
 PD0124  ___________________________________________________________________
 PD0124  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 PD0124  DYNAMIC HT  -          21.334 (meters)      69.99  (feet)  COMP
 PD0124  MODELED GRAV-     980,591.4   (mgal)                       NAVD 88
 PD0124
 PD0124  VERT ORDER  -  FIRST     CLASS I
 PD0124
 PD0124.The horizontal coordinates were scaled from a topographic map and have
 PD0124.an estimated accuracy of +/- 6 seconds.
 PD0124
 PD0124.The orthometric height was determined by differential leveling
 PD0124.and adjusted by the National Geodetic Survey in June 1991..
 PD0124.WARNING-Repeat measurements at this control monument indicate possible
 PD0124.vertical movement.
 PD0124
 PD0124.The geoid height was determined by GEOID03.
 PD0124
 PD0124.The dynamic height is computed by dividing the NAVD 88
 PD0124.geopotential number by the normal gravity value computed on the
 PD0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0124.degrees latitude (g = 980.6199 gals.).
 PD0124
 PD0124.The modeled gravity was interpolated from observed gravity values.
 PD0124
 PD0124;                    North         East    Units  Estimated Accuracy
 PD0124;SPC ME E     -   117,000.      382,600.      MT  (+/- 180 meters Scaled)
 PD0124
 PD0124                          SUPERSEDED SURVEY CONTROL
 PD0124
 PD0124  NGVD 29 (??/??/92)   21.543  (m)           70.68   (f) ADJ UNCH    1 1
 PD0124
 PD0124.Superseded values are not recommended for survey control.
 PD0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0124.See file dsdata.txt to determine how the superseded data were derived.
 PD0124
 PD0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK221524(NAD 83)
 PD0124_MARKER: DD = SURVEY DISK
 PD0124_SETTING: 0 = UNSPECIFIED SETTING
 PD0124_STAMPING: ME 71 1917
 PD0124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PD0124
 PD0124  HISTORY     - Date     Condition        Report By
 PD0124  HISTORY     - 1917     MONUMENTED       USGS
 PD0124  HISTORY     - 1966     GOOD             NGS
 PD0124  HISTORY     - 1973     GOOD             MEDT
 PD0124  HISTORY     - 1978     GOOD             DMA
 PD0124
 PD0124                          STATION DESCRIPTION
 PD0124
 PD0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PD0124'AT MACHIAS.
 PD0124'AT MACHIAS, AT THE COUNTY COURTHOUSE, IN THE SOUTH FACE OF THE
 PD0124'BUILDING, 1 FOOT EAST OF THE SOUTHWEST CORNER, AND 2 FEET ABOVE
 PD0124'THE GROUND.
 PD0124
 PD0124                          STATION RECOVERY (1973)
 PD0124
 PD0124'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1973
 PD0124'RECOVERED IN GOOD CONDITION.
 PD0124
 PD0124                          STATION RECOVERY (1978)
 PD0124
 PD0124'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PD0124'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0035 ***********************************************************************
 PF0035  DESIGNATION -  715.9
 PF0035  PID         -  PF0035
 PF0035  STATE/COUNTY-  ME/FRANKLIN
 PF0035  USGS QUAD   -  PHILLIPS (1984)
 PF0035
 PF0035                         *CURRENT SURVEY CONTROL
 PF0035  ___________________________________________________________________
 PF0035* NAD 83(1986)-  44 51 46.     (N)    070 22 27.     (W)     SCALED    
 PF0035* NAVD 88     -       218.14   (+/-2cm)     715.7    (feet)  VERTCON   
 PF0035  ___________________________________________________________________
 PF0035  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 PF0035
 PF0035  VERT ORDER  -  ? (See Below)
 PF0035
 PF0035.The horizontal coordinates were scaled from a topographic map and have
 PF0035.an estimated accuracy of +/- 6 seconds.
 PF0035
 PF0035.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF0035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF0035.The vertical order pertains to the NGVD 29 superseded value.
 PF0035
 PF0035.The geoid height was determined by GEOID03.
 PF0035
 PF0035;                    North         East    Units  Estimated Accuracy
 PF0035;SPC ME W     -   225,500.      883,600.      MT  (+/- 180 meters Scaled)
 PF0035
 PF0035                          SUPERSEDED SURVEY CONTROL
 PF0035
 PF0035  NGVD 29 (??/??/92)  218.278  (m)          716.13   (f) ADJ UNCH    ?  
 PF0035
 PF0035.Superseded values are not recommended for survey control.
 PF0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0035.See file dsdata.txt to determine how the superseded data were derived.
 PF0035
 PF0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK914686(NAD 83)
 PF0035_MARKER: DD = SURVEY DISK
 PF0035_SETTING: 80 = SET IN A BOULDER
 PF0035_SP_SET: BOULDER
 PF0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0035+STABILITY: SURFACE MOTION
 PF0035
 PF0035  HISTORY     - Date     Condition        Report By
 PF0035  HISTORY     - UNK      MONUMENTED       USGS
 PF0035  HISTORY     - 1933     GOOD             NGS
 PF0035  HISTORY     - 1934     GOOD             NGS
 PF0035
 PF0035                          STATION DESCRIPTION
 PF0035
 PF0035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PF0035'3.6 MI NW FROM PHILLIPS.
 PF0035'3.6 MILES NORTHWEST ALONG THE OLD ROADBED OF THE ABANDONED
 PF0035'SANDY RIVER AND RANGELEY LAKES RAILROAD FROM PHILLIPS, FRANKLIN
 PF0035'COUNTY, 0.3 MILE NORTH OF A ROAD CROSSING, ON THE INSIDE OF A
 PF0035'SHARP CURVE, 47 YARDS SOUTH OF THE CENTER LINE OF A ROAD,
 PF0035'5 YARDS SOUTH OF THE CENTER LINE OF THE OLD ROADBED, IN THE
 PF0035'TOP OF A ROUND 5-FOOT BOULDER, AND ABOUT 2 FEET HIGHER THAN THE
 PF0035'ROADBED.  A DRILL HOLE.
 PF0035
 PF0035                          STATION RECOVERY (1934)
 PF0035
 PF0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PF0035'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0263 ***********************************************************************
 PF0263  DESIGNATION -  725.6
 PF0263  PID         -  PF0263
 PF0263  STATE/COUNTY-  ME/OXFORD
 PF0263  USGS QUAD   -  ROXBURY (1969)
 PF0263
 PF0263                         *CURRENT SURVEY CONTROL
 PF0263  ___________________________________________________________________
 PF0263* NAD 83(1986)-  44 39 53.     (N)    070 35 11.     (W)     SCALED    
 PF0263* NAVD 88     -       221.10   (+/-2cm)     725.4    (feet)  VERTCON   
 PF0263  ___________________________________________________________________
 PF0263  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 PF0263
 PF0263  VERT ORDER  -  ? (See Below)
 PF0263
 PF0263.The horizontal coordinates were scaled from a topographic map and have
 PF0263.an estimated accuracy of +/- 6 seconds.
 PF0263
 PF0263.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF0263.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF0263.The vertical order pertains to the NGVD 29 superseded value.
 PF0263
 PF0263.The geoid height was determined by GEOID03.
 PF0263
 PF0263;                    North         East    Units  Estimated Accuracy
 PF0263;SPC ME W     -   203,560.      866,720.      MT  (+/- 180 meters Scaled)
 PF0263
 PF0263                          SUPERSEDED SURVEY CONTROL
 PF0263
 PF0263  NGVD 29 (??/??/92)  221.231  (m)          725.82   (f) ADJ UNCH    ?  
 PF0263
 PF0263.Superseded values are not recommended for survey control.
 PF0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0263.See file dsdata.txt to determine how the superseded data were derived.
 PF0263
 PF0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK742469(NAD 83)
 PF0263_MARKER: Q = CHISELED SQUARE
 PF0263_SETTING: 80 = SET IN A BOULDER
 PF0263_SP_SET: BOULDER
 PF0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0263+STABILITY: SURFACE MOTION
 PF0263
 PF0263  HISTORY     - Date     Condition        Report By
 PF0263  HISTORY     - UNK      MONUMENTED       USGS
 PF0263  HISTORY     - 1933     GOOD             NGS
 PF0263  HISTORY     - 1934     GOOD             NGS
 PF0263
 PF0263                          STATION DESCRIPTION
 PF0263
 PF0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PF0263'0.5 MI SE FROM ROXBURY.
 PF0263'0.5 MILE SOUTHEAST ALONG THE OLD ROADBED OF THE ABANDONED MAINE
 PF0263'CENTRAL RAILROAD FROM ROXBURY, OXFORD COUNTY, 115 FEET NORTH OF
 PF0263'A ROAD CROSSING, 20 FEET EAST OF THE CENTER LINE OF THE OLD
 PF0263'ROADBED, ON THE TOP OF A LARGE FLAT EMBEDDED BOULDER, AND LEVEL
 PF0263'WITH THE OLD ROADBED.  A CHISELED SQUARE.
 PF0263
 PF0263                          STATION RECOVERY (1934)
 PF0263
 PF0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PF0263'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ2720 ***********************************************************************
 AJ2720  CBN         -  This is a Cooperative Base Network Control Station.
 AJ2720  DESIGNATION -  728.10 13
 AJ2720  PID         -  AJ2720
 AJ2720  STATE/COUNTY-  ME/HANCOCK
 AJ2720  USGS QUAD   -  ELLSWORTH (1981)
 AJ2720
 AJ2720                         *CURRENT SURVEY CONTROL
 AJ2720  ___________________________________________________________________
 AJ2720* NAD 83(1996)-  44 31 38.86078(N)    068 23 25.14707(W)     ADJUSTED  
 AJ2720* NAVD 88     -        53.1    (meters)     174.     (feet)  GPS OBS   
 AJ2720  ___________________________________________________________________
 AJ2720  X           -   1,677,371.682 (meters)                     COMP
 AJ2720  Y           -  -4,234,466.676 (meters)                     COMP
 AJ2720  Z           -   4,450,084.333 (meters)                     COMP
 AJ2720  LAPLACE CORR-           5.50  (seconds)                    DEFLEC99
 AJ2720  ELLIP HEIGHT-          28.70  (meters)          (04/26/01) GPS OBS
 AJ2720  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 AJ2720
 AJ2720  HORZ ORDER  -  A
 AJ2720  ELLP ORDER  -  FOURTH    CLASS I
 AJ2720
 AJ2720.The horizontal coordinates were established by GPS observations
 AJ2720.and adjusted by the National Geodetic Survey in April 2001..
 AJ2720
 AJ2720.The orthometric height was determined by GPS observations and a
 AJ2720.high-resolution geoid model.
 AJ2720
 AJ2720.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2720
 AJ2720.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2720
 AJ2720.The ellipsoidal height was determined by GPS observations
 AJ2720.and is referenced to NAD 83.
 AJ2720
 AJ2720.The geoid height was determined by GEOID03.
 AJ2720
 AJ2720;                    North         East     Units Scale Factor Converg.
 AJ2720;SPC ME E     -    95,642.744   308,717.944   MT  0.99990093   +0 04 36.9
 AJ2720;UTM  19      - 4,930,640.277   548,445.558   MT  0.99962886   +0 25 39.2
 AJ2720
 AJ2720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2720!SPC ME E     -   0.99999550  x   0.99990093  =   0.99989643
 AJ2720!UTM  19      -   0.99999550  x   0.99962886  =   0.99962436
 AJ2720
 AJ2720                          SUPERSEDED SURVEY CONTROL
 AJ2720
 AJ2720.No superseded survey control is available for this station.
 AJ2720
 AJ2720_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK4844630640(NAD 83)
 AJ2720_MARKER: DD = SURVEY DISK
 AJ2720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2720_STAMPING: 728.10 13 1985
 AJ2720_MARK LOGO: MEDT  
 AJ2720_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2720+STABILITY: SURFACE MOTION
 AJ2720_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2720+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2000
 AJ2720
 AJ2720  HISTORY     - Date     Condition        Report By
 AJ2720  HISTORY     - 1985     MONUMENTED       MEDT
 AJ2720  HISTORY     - 20000717 GOOD             MEDT
 AJ2720
 AJ2720                          STATION DESCRIPTION
 AJ2720
 AJ2720'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 2000 (TL)
 AJ2720'THE STATION IS LOCATED IN ELLSWORTH, AT THE INTERSECTION OF US HIGHWAY
 AJ2720'1 AND STATE HIGHWAY 184, WEST OF THE ELLSWORTH HANCOCK TOWN LINE.
 AJ2720'OWNERSHIP--MAINE DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION
 AJ2720'FROM THE JUNCTION OF COMBINED US HIGHWAY 1 AND STATE HIGHWAY 3 AND US
 AJ2720'HIGHWAY 1A IN ELLSWORTH, GO SOUTHERLY ON HIGHWAY 1, 3 TO A
 AJ2720'Y-INTERSECTION.  BEAR LEFT AND CONTINUE EASTERLY ON US HIGHWAY 1 TO
 AJ2720'THE JUNCTION OF STATE HIGHWAY 184 ON THE RIGHT AND THE STATION, IN THE
 AJ2720'SOUTHERLY END OF AN ASPHALT ISLAND ON HIGHWAY 184.  LOCATED 89.0 FT
 AJ2720'(27.1 M) SOUTHEAST OF UTILITY POLE NUMBER 32A/21 1/2, 70.0 FT (21.3 M)
 AJ2720'EAST OF UTILITY POLE NUMBER 320/32/22 AND 5.6 FT (1.7 M) NORTH OF THE
 AJ2720'CUT STONE CURB OF THE TRAFFIC ISLAND.  THE UNDERGROUND MARK IS A BOLT
 AJ2720'SET IN AN IRREGULAR MASS OF CONCRETE 3.9 FT (1.2 M) BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0023 ***********************************************************************
 QF0023  DESIGNATION -  73+814 MCRR
 QF0023  PID         -  QF0023
 QF0023  STATE/COUNTY-  ME/WASHINGTON
 QF0023  USGS QUAD   -  CALAIS (1977)
 QF0023
 QF0023                         *CURRENT SURVEY CONTROL
 QF0023  ___________________________________________________________________
 QF0023* NAD 83(1986)-  45 07 55.     (N)    067 16 53.     (W)     SCALED    
 QF0023* NAVD 88     -        33.807  (meters)     110.92   (feet)  ADJUSTED  
 QF0023  ___________________________________________________________________
 QF0023  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 QF0023  DYNAMIC HT  -          33.807 (meters)     110.92  (feet)  COMP
 QF0023  MODELED GRAV-     980,618.6   (mgal)                       NAVD 88
 QF0023
 QF0023  VERT ORDER  -  FIRST     CLASS I
 QF0023
 QF0023.The horizontal coordinates were scaled from a topographic map and have
 QF0023.an estimated accuracy of +/- 6 seconds.
 QF0023
 QF0023.The orthometric height was determined by differential leveling
 QF0023.and adjusted by the National Geodetic Survey in June 1991..
 QF0023
 QF0023.The geoid height was determined by GEOID03.
 QF0023
 QF0023.The dynamic height is computed by dividing the NAVD 88
 QF0023.geopotential number by the normal gravity value computed on the
 QF0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0023.degrees latitude (g = 980.6199 gals.).
 QF0023
 QF0023.The modeled gravity was interpolated from observed gravity values.
 QF0023
 QF0023;                    North         East    Units  Estimated Accuracy
 QF0023;SPC ME E     -   163,530.      395,850.      MT  (+/- 180 meters Scaled)
 QF0023
 QF0023                          SUPERSEDED SURVEY CONTROL
 QF0023
 QF0023  NGVD 29 (??/??/92)   34.020  (m)          111.61   (f) ADJ UNCH    1 1
 QF0023
 QF0023.Superseded values are not recommended for survey control.
 QF0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0023.See file dsdata.txt to determine how the superseded data were derived.
 QF0023
 QF0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK351990(NAD 83)
 QF0023_MARKER: Z = SEE DESCRIPTION
 QF0023_SETTING: 80 = SET IN A BOULDER
 QF0023_SP_SET: BOULDER
 QF0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0023+STABILITY: SURFACE MOTION
 QF0023
 QF0023  HISTORY     - Date     Condition        Report By
 QF0023  HISTORY     - UNK      MONUMENTED       MCRR
 QF0023  HISTORY     - 1966     GOOD             NGS
 QF0023  HISTORY     - 1978     GOOD             DMA
 QF0023
 QF0023                          STATION DESCRIPTION
 QF0023
 QF0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 QF0023'2.9 MI S FROM MILLTOWN.
 QF0023'2.9 MILES SOUTH ALONG THE MAINE CENTRAL RAILROAD FROM THE U.S.
 QF0023'CUSTOMHOUSE AT MILLTOWN, ABOUT 0.4 MILE NORTH OF MILEPOST
 QF0023'C5-P265, ON THE HIGHEST POINT AT THE NORTH END OF A 6-BY-10-FOOT
 QF0023'LONG 4-FOOT HIGH EMBEDDED BOULDER, 23.0 FEET EAST OF THE EAST
 QF0023'RAIL, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE GROUND.
 QF0023
 QF0023                          STATION RECOVERY (1978)
 QF0023
 QF0023'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 QF0023'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0858 ***********************************************************************
 PE0858  DESIGNATION -  74
 PE0858  PID         -  PE0858
 PE0858  STATE/COUNTY-  ME/WALDO
 PE0858  USGS QUAD   -  BELFAST (1979)
 PE0858
 PE0858                         *CURRENT SURVEY CONTROL
 PE0858  ___________________________________________________________________
 PE0858* NAD 83(1986)-  44 27 33.     (N)    069 02 09.     (W)     SCALED    
 PE0858* NAVD 88     -        22.305  (meters)      73.18   (feet)  ADJUSTED  
 PE0858  ___________________________________________________________________
 PE0858  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 PE0858  DYNAMIC HT  -          22.304 (meters)      73.18  (feet)  COMP
 PE0858  MODELED GRAV-     980,547.1   (mgal)                       NAVD 88
 PE0858
 PE0858  VERT ORDER  -  SECOND    CLASS 0
 PE0858
 PE0858.The horizontal coordinates were scaled from a topographic map and have
 PE0858.an estimated accuracy of +/- 6 seconds.
 PE0858
 PE0858.The orthometric height was determined by differential leveling
 PE0858.and adjusted by the National Geodetic Survey in June 1991..
 PE0858
 PE0858.The geoid height was determined by GEOID03.
 PE0858
 PE0858.The dynamic height is computed by dividing the NAVD 88
 PE0858.geopotential number by the normal gravity value computed on the
 PE0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0858.degrees latitude (g = 980.6199 gals.).
 PE0858
 PE0858.The modeled gravity was interpolated from observed gravity values.
 PE0858
 PE0858;                    North         East    Units  Estimated Accuracy
 PE0858;SPC ME E     -    88,190.      257,360.      MT  (+/- 180 meters Scaled)
 PE0858
 PE0858                          SUPERSEDED SURVEY CONTROL
 PE0858
 PE0858  NGVD 29 (??/??/92)   22.530  (m)           73.92   (f) ADJ UNCH    2 0
 PE0858
 PE0858.Superseded values are not recommended for survey control.
 PE0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0858.See file dsdata.txt to determine how the superseded data were derived.
 PE0858
 PE0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK971228(NAD 83)
 PE0858_MARKER: DD = SURVEY DISK
 PE0858_SETTING: 80 = SET IN A BOULDER
 PE0858_SP_SET: BOULDER
 PE0858_STAMPING: MAINE 74 FT
 PE0858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0858+STABILITY: SURFACE MOTION
 PE0858
 PE0858  HISTORY     - Date     Condition        Report By
 PE0858  HISTORY     - UNK      MONUMENTED       USGS
 PE0858  HISTORY     - 1944     GOOD             NGS
 PE0858
 PE0858                          STATION DESCRIPTION
 PE0858
 PE0858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 PE0858'0.6 MI NW FROM CITY POINT.
 PE0858'0.6 MILE NORTHWEST ALONG THE BELFAST AND MOOSEHEAD LAKE RAILROAD
 PE0858'FROM THE STATION AT CITY POINT, WALDO COUNTY, 0.3 MILE SOUTHEAST
 PE0858'OF MILEPOST B 3, 350 YARDS NORTHWEST OF THE CENTER OF A
 PE0858'COUNTY-ROAD CROSSING, 8.8 FEET NORTHEAST OF THE NORTHEAST RAIL
 PE0858'OF THE MAIN TRACK, IN THE TOP OF A LARGE BOULDER, 1 FOOT HIGHER
 PE0858'THAN THE TRACK, AND 2 FEET ABOVE GROUND.  A UNITED STATES
 PE0858'GEOLOGICAL SURVEY STANDARD DISK, STAMPED MAINE 74 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0261 ***********************************************************************
 PF0261  DESIGNATION -  744.33
 PF0261  PID         -  PF0261
 PF0261  STATE/COUNTY-  ME/OXFORD
 PF0261  USGS QUAD   -  ROXBURY (1969)
 PF0261
 PF0261                         *CURRENT SURVEY CONTROL
 PF0261  ___________________________________________________________________
 PF0261* NAD 83(1986)-  44 41 20.     (N)    070 36 06.     (W)     SCALED    
 PF0261* NAVD 88     -       226.75   (+/-2cm)     743.9    (feet)  VERTCON   
 PF0261  ___________________________________________________________________
 PF0261  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 PF0261
 PF0261  VERT ORDER  -  ? (See Below)
 PF0261
 PF0261.The horizontal coordinates were scaled from a topographic map and have
 PF0261.an estimated accuracy of +/- 6 seconds.
 PF0261
 PF0261.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF0261.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF0261.The vertical order pertains to the NGVD 29 superseded value.
 PF0261
 PF0261.The geoid height was determined by GEOID03.
 PF0261
 PF0261;                    North         East    Units  Estimated Accuracy
 PF0261;SPC ME W     -   206,250.      865,520.      MT  (+/- 180 meters Scaled)
 PF0261
 PF0261                          SUPERSEDED SURVEY CONTROL
 PF0261
 PF0261  NGVD 29 (??/??/92)  226.886  (m)          744.38   (f) ADJ UNCH    ?  
 PF0261
 PF0261.Superseded values are not recommended for survey control.
 PF0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0261.See file dsdata.txt to determine how the superseded data were derived.
 PF0261
 PF0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK730496(NAD 83)
 PF0261_MARKER: Q = CHISELED SQUARE
 PF0261_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PF0261_SP_SET: ABUTMENT
 PF0261_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0261
 PF0261  HISTORY     - Date     Condition        Report By
 PF0261  HISTORY     - UNK      MONUMENTED       USGS
 PF0261  HISTORY     - 1933     GOOD             NGS
 PF0261  HISTORY     - 1934     GOOD             NGS
 PF0261
 PF0261                          STATION DESCRIPTION
 PF0261
 PF0261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PF0261'1.4 MI N FROM ROXBURY.
 PF0261'1.4 MILES NORTH ALONG THE OLD ROADBED OF THE ABANDONED MAINE
 PF0261'CENTRAL RAILROAD FROM ROXBURY, OXFORD COUNTY, 670 FEET NORTH OF
 PF0261'A ROAD CROSSING, 120 FEET SOUTH OF A WATER TANK, AT A CONCRETE
 PF0261'BRIDGE, ON THE TOP OF THE SOUTHWEST CORNER OF THE ABUTMENT, AND
 PF0261'8 FEET WEST OF THE CENTER LINE OF THE ROADBED.  A CHISELED
 PF0261'SQUARE.
 PF0261
 PF0261                          STATION RECOVERY (1934)
 PF0261
 PF0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PF0261'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0045 ***********************************************************************
 SF0045  DESIGNATION -  78 IBC
 SF0045  PID         -  SF0045
 SF0045  STATE/COUNTY-  ME/AROOSTOOK
 SF0045  USGS QUAD   -  FORT KENT NORTH (1985)
 SF0045
 SF0045                         *CURRENT SURVEY CONTROL
 SF0045  ___________________________________________________________________
 SF0045* NAD 83(1986)-  47 17 38.     (N)    068 30 54.     (W)     SCALED    
 SF0045* NAVD 88     -       168.084  (meters)     551.46   (feet)  ADJUSTED  
 SF0045  ___________________________________________________________________
 SF0045  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 SF0045  DYNAMIC HT  -         168.109 (meters)     551.54  (feet)  COMP
 SF0045  MODELED GRAV-     980,756.4   (mgal)                       NAVD 88
 SF0045
 SF0045  VERT ORDER  -  FIRST     CLASS II
 SF0045
 SF0045.The horizontal coordinates were scaled from a topographic map and have
 SF0045.an estimated accuracy of +/- 6 seconds.
 SF0045
 SF0045.The orthometric height was determined by differential leveling
 SF0045.and adjusted by the National Geodetic Survey in June 1991..
 SF0045
 SF0045.The geoid height was determined by GEOID03.
 SF0045
 SF0045.The dynamic height is computed by dividing the NAVD 88
 SF0045.geopotential number by the normal gravity value computed on the
 SF0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0045.degrees latitude (g = 980.6199 gals.).
 SF0045
 SF0045.The modeled gravity was interpolated from observed gravity values.
 SF0045
 SF0045;                    North         East    Units  Estimated Accuracy
 SF0045;SPC ME E     -   403,090.      298,870.      MT  (+/- 180 meters Scaled)
 SF0045
 SF0045                          SUPERSEDED SURVEY CONTROL
 SF0045
 SF0045  NGVD 29 (??/??/92)  168.178  (m)          551.76   (f) ADJ UNCH    1 2
 SF0045
 SF0045.Superseded values are not recommended for survey control.
 SF0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0045.See file dsdata.txt to determine how the superseded data were derived.
 SF0045
 SF0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN366379(NAD 83)
 SF0045_MARKER: Z = SEE DESCRIPTION
 SF0045_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SF0045_SP_SET: MONUMENT
 SF0045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0045
 SF0045  HISTORY     - Date     Condition        Report By
 SF0045  HISTORY     - UNK      MONUMENTED       IBC
 SF0045  HISTORY     - 1927     GOOD             NGS
 SF0045  HISTORY     - 1934     GOOD             NGS
 SF0045  HISTORY     - 1978     MARK NOT FOUND   NGS
 SF0045
 SF0045                          STATION DESCRIPTION
 SF0045
 SF0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1927
 SF0045'5.1 MI NE FROM FORT KENT.
 SF0045'5.1 MILES NORTHEAST ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 SF0045'FORT KENT, AROOSTOOK COUNTY, ABOUT 300 FEET SOUTH OF THE TRACK,
 SF0045'ON U.S. HIGHWAY 1, 90 FEET EAST OF THE EAST SIDE OF A FARMHOUSE
 SF0045'ON THE NORTH SIDE OF THE HIGHWAY, 33 FEET SOUTH OF THE CENTER
 SF0045'LINE OF THE HIGHWAY, AND IN AN OPEN FIELD.  THE APEX OF CONCRETE
 SF0045'BOUNDARY MONUMENT U.S. 78.
 SF0045
 SF0045                          STATION RECOVERY (1934)
 SF0045
 SF0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 SF0045'RECOVERED IN GOOD CONDITION.
 SF0045
 SF0045                          STATION RECOVERY (1978)
 SF0045
 SF0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 SF0045'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0007 ***********************************************************************
 PF0007  DESIGNATION -  780.3
 PF0007  PID         -  PF0007
 PF0007  STATE/COUNTY-  ME/FRANKLIN
 PF0007  USGS QUAD   -  NEW PORTLAND (1989)
 PF0007
 PF0007                         *CURRENT SURVEY CONTROL
 PF0007  ___________________________________________________________________
 PF0007* NAD 83(1986)-  44 57 24.     (N)    070 07 01.     (W)     SCALED    
 PF0007* NAVD 88     -       237.406  (meters)     778.89   (feet)  ADJUSTED  
 PF0007  ___________________________________________________________________
 PF0007  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 PF0007  DYNAMIC HT  -         237.387 (meters)     778.83  (feet)  COMP
 PF0007  MODELED GRAV-     980,533.7   (mgal)                       NAVD 88
 PF0007
 PF0007  VERT ORDER  -  SECOND    CLASS 0
 PF0007
 PF0007.The horizontal coordinates were scaled from a topographic map and have
 PF0007.an estimated accuracy of +/- 6 seconds.
 PF0007
 PF0007.The orthometric height was determined by differential leveling
 PF0007.and adjusted by the National Geodetic Survey in June 1991..
 PF0007
 PF0007.The geoid height was determined by GEOID03.
 PF0007
 PF0007.The dynamic height is computed by dividing the NAVD 88
 PF0007.geopotential number by the normal gravity value computed on the
 PF0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0007.degrees latitude (g = 980.6199 gals.).
 PF0007
 PF0007.The modeled gravity was interpolated from observed gravity values.
 PF0007
 PF0007;                    North         East    Units  Estimated Accuracy
 PF0007;SPC ME W     -   235,920.      903,920.      MT  (+/- 180 meters Scaled)
 PF0007
 PF0007                          SUPERSEDED SURVEY CONTROL
 PF0007
 PF0007  NGVD 29 (??/??/92)  237.568  (m)          779.42   (f) ADJ UNCH    2 0
 PF0007
 PF0007.Superseded values are not recommended for survey control.
 PF0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0007.See file dsdata.txt to determine how the superseded data were derived.
 PF0007
 PF0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK119787(NAD 83)
 PF0007_MARKER: DD = SURVEY DISK
 PF0007_SETTING: 80 = SET IN A BOULDER
 PF0007_SP_SET: BOULDER
 PF0007_STAMPING: 780.3
 PF0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0007+STABILITY: SURFACE MOTION
 PF0007
 PF0007  HISTORY     - Date     Condition        Report By
 PF0007  HISTORY     - UNK      MONUMENTED       USGS
 PF0007  HISTORY     - 1965     MARK NOT FOUND   NGS
 PF0007
 PF0007                          STATION DESCRIPTION
 PF0007
 PF0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 PF0007'1.7 MI SE FROM KINGFIELD.
 PF0007'1.7 MILES SOUTHEAST ALONG STATE HIGHWAY 142 FROM THE BRIDGE
 PF0007'OVER CARRABASSETT RIVER AT KINGFIELD, FRANKLIN COUNTY, AT THE
 PF0007'TOP OF A LONG HILL, 200 FEET SOUTHEAST OF THE CLEARING OF A
 PF0007'FARM, 10 YARDS SOUTH OF THE CENTER LINE OF THE HIGHWAY, ON THE
 PF0007'TOP OF A ROUND BOULDER PAINTED 780.3, AND ABOUT 4 FEET HIGHER
 PF0007'THAN THE HIGHWAY.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0046 ***********************************************************************
 SF0046  DESIGNATION -  79 IBC
 SF0046  PID         -  SF0046
 SF0046  STATE/COUNTY-  ME/AROOSTOOK
 SF0046  USGS QUAD   -  FORT KENT NORTH (1985)
 SF0046
 SF0046                         *CURRENT SURVEY CONTROL
 SF0046  ___________________________________________________________________
 SF0046* NAD 83(1986)-  47 17 32.     (N)    068 31 23.     (W)     SCALED    
 SF0046* NAVD 88     -       168.024  (meters)     551.26   (feet)  ADJUSTED  
 SF0046  ___________________________________________________________________
 SF0046  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 SF0046  DYNAMIC HT  -         168.049 (meters)     551.34  (feet)  COMP
 SF0046  MODELED GRAV-     980,755.9   (mgal)                       NAVD 88
 SF0046
 SF0046  VERT ORDER  -  FIRST     CLASS II
 SF0046
 SF0046.The horizontal coordinates were scaled from a topographic map and have
 SF0046.an estimated accuracy of +/- 6 seconds.
 SF0046
 SF0046.The orthometric height was determined by differential leveling
 SF0046.and adjusted by the National Geodetic Survey in June 1991..
 SF0046
 SF0046.The geoid height was determined by GEOID03.
 SF0046
 SF0046.The dynamic height is computed by dividing the NAVD 88
 SF0046.geopotential number by the normal gravity value computed on the
 SF0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0046.degrees latitude (g = 980.6199 gals.).
 SF0046
 SF0046.The modeled gravity was interpolated from observed gravity values.
 SF0046
 SF0046;                    North         East    Units  Estimated Accuracy
 SF0046;SPC ME E     -   402,910.      298,260.      MT  (+/- 180 meters Scaled)
 SF0046
 SF0046                          SUPERSEDED SURVEY CONTROL
 SF0046
 SF0046  NGVD 29 (??/??/92)  168.120  (m)          551.57   (f) ADJ UNCH    1 2
 SF0046
 SF0046.Superseded values are not recommended for survey control.
 SF0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0046.See file dsdata.txt to determine how the superseded data were derived.
 SF0046
 SF0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN360377(NAD 83)
 SF0046_MARKER: Z = SEE DESCRIPTION
 SF0046_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SF0046_SP_SET: MONUMENT
 SF0046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0046
 SF0046  HISTORY     - Date     Condition        Report By
 SF0046  HISTORY     - UNK      MONUMENTED       IBC
 SF0046  HISTORY     - 1927     GOOD             NGS
 SF0046  HISTORY     - 1934     GOOD             NGS
 SF0046  HISTORY     - 1978     MARK NOT FOUND   NGS
 SF0046
 SF0046                          STATION DESCRIPTION
 SF0046
 SF0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1927
 SF0046'4.8 MI NE FROM FORT KENT.
 SF0046'4.8 MILES NORTHEAST ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 SF0046'FORT KENT, AROOSTOOK COUNTY, ABOUT 200 FEET SOUTH OF THE TRACK,
 SF0046'ON U.S. HIGHWAY 1, 350 FEET WEST OF THE POINT WHERE A ROAD TURNS
 SF0046'NORTH FROM THE MAIN HIGHWAY AND LEADS DOWN TO AN OLD FERRY, 60
 SF0046'FEET SOUTH OF A WIRE FENCE, 70 FEET WEST OF THE WEST GATEPOST IN
 SF0046'THE FENCE, AND IN A MEADOW.  THE APEX OF CONCRETE BOUNDARY
 SF0046'MONUMENT U.S. 79.  NOTE-- THE OLD POLE FENCE HAS BEEN REPLACED
 SF0046'BY A WIRE FENCE.
 SF0046
 SF0046                          STATION RECOVERY (1934)
 SF0046
 SF0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 SF0046'RECOVERED IN GOOD CONDITION.
 SF0046
 SF0046                          STATION RECOVERY (1978)
 SF0046
 SF0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 SF0046'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0646 ***********************************************************************
 RF0646  DESIGNATION -  8 JHS
 RF0646  PID         -  RF0646
 RF0646  STATE/COUNTY-  ME/AROOSTOOK
 RF0646  USGS QUAD   -  CUNLIFFE LAKE (1986)
 RF0646
 RF0646                         *CURRENT SURVEY CONTROL
 RF0646  ___________________________________________________________________
 RF0646* NAD 83(1986)-  46 42 34.     (N)    069 29 48.     (W)     SCALED    
 RF0646* NAVD 88     -       324.828  (meters)    1065.71   (feet)  ADJUSTED  
 RF0646  ___________________________________________________________________
 RF0646  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 RF0646  DYNAMIC HT  -         324.845 (meters)    1065.76  (feet)  COMP
 RF0646  MODELED GRAV-     980,655.5   (mgal)                       NAVD 88
 RF0646
 RF0646  VERT ORDER  -  SECOND    CLASS II
 RF0646
 RF0646.The horizontal coordinates were scaled from a topographic map and have
 RF0646.an estimated accuracy of +/- 6 seconds.
 RF0646
 RF0646.The orthometric height was determined by differential leveling
 RF0646.and adjusted by the National Geodetic Survey in June 1991..
 RF0646
 RF0646.The geoid height was determined by GEOID03.
 RF0646
 RF0646.The dynamic height is computed by dividing the NAVD 88
 RF0646.geopotential number by the normal gravity value computed on the
 RF0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0646.degrees latitude (g = 980.6199 gals.).
 RF0646
 RF0646.The modeled gravity was interpolated from observed gravity values.
 RF0646
 RF0646;                    North         East    Units  Estimated Accuracy
 RF0646;SPC ME E     -   338,610.      223,800.      MT  (+/- 180 meters Scaled)
 RF0646
 RF0646                          SUPERSEDED SURVEY CONTROL
 RF0646
 RF0646.No superseded survey control is available for this station.
 RF0646
 RF0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM620729(NAD 83)
 RF0646_MARKER: DD = SURVEY DISK
 RF0646_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RF0646+WITH SETTING: INFORMATION.
 RF0646_SP_SET: SHALLOW-SET METAL ROD
 RF0646_STAMPING: 8 JHS 1984
 RF0646_MARK LOGO: USGS  
 RF0646_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RF0646
 RF0646  HISTORY     - Date     Condition        Report By
 RF0646  HISTORY     - 1984     MONUMENTED       USGS-M
 RF0646
 RF0646                          STATION DESCRIPTION
 RF0646
 RF0646'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1984
 RF0646'7.0 MI NORTH FROM CLAYTON LAKE.
 RF0646'CLAYTON LAKE POST OFFICE, 8.1 MI (13 KM) N. OF ALONG RDS. AND
 RF0646'TRAILS, ABOUT 3 MI (4.8 KM) S. AND 1.5 MI (2.4 KM) W. OF NE. COR. OF
 RF0646'T. 12, R. 14, WELS, ABOUT 3.2 MI (5.2 KM) SE. OF UGH LAKE AND 1.8 MI
 RF0646'(2.9 KM) NW. OF CUNLIFFE LAKE, 34 FT (10.4 M) S., 38 FT (11.6 M) E.
 RF0646'AND 3.7 FT (1.1 M) HIGHER THAN CENTERLINE OF RD. AT N.-S. X-TRAIL, 3
 RF0646'FT (0.91 M) S. OF WITNESS POST, A STANDARD ROD SUPPORTED TABLET
 RF0646'CENTERED IN PLASTIC PIPE AT GROUND LEVEL.
 RF0646'THE MARK IS 3.7 FT ABOVE THE ROAD AT CROSS TRAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0606 ***********************************************************************
 RF0606  DESIGNATION -  8 JHS USGS
 RF0606  PID         -  RF0606
 RF0606  STATE/COUNTY-  ME/AROOSTOOK
 RF0606  USGS QUAD   -  FARRAR POND (1985)
 RF0606
 RF0606                         *CURRENT SURVEY CONTROL
 RF0606  ___________________________________________________________________
 RF0606* NAD 83(1986)-  46 44 15.     (N)    068 56 22.     (W)     SCALED    
 RF0606* NAVD 88     -       360.913  (meters)    1184.10   (feet)  ADJUSTED  
 RF0606  ___________________________________________________________________
 RF0606  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 RF0606  DYNAMIC HT  -         360.935 (meters)    1184.17  (feet)  COMP
 RF0606  MODELED GRAV-     980,663.7   (mgal)                       NAVD 88
 RF0606
 RF0606  VERT ORDER  -  SECOND    CLASS II
 RF0606
 RF0606.The horizontal coordinates were scaled from a topographic map and have
 RF0606.an estimated accuracy of +/- 6 seconds.
 RF0606
 RF0606.The orthometric height was determined by differential leveling
 RF0606.and adjusted by the National Geodetic Survey in June 1991..
 RF0606
 RF0606.The geoid height was determined by GEOID03.
 RF0606
 RF0606.The dynamic height is computed by dividing the NAVD 88
 RF0606.geopotential number by the normal gravity value computed on the
 RF0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0606.degrees latitude (g = 980.6199 gals.).
 RF0606
 RF0606.The modeled gravity was interpolated from observed gravity values.
 RF0606
 RF0606;                    North         East    Units  Estimated Accuracy
 RF0606;SPC ME E     -   341,340.      266,420.      MT  (+/- 180 meters Scaled)
 RF0606
 RF0606                          SUPERSEDED SURVEY CONTROL
 RF0606
 RF0606.No superseded survey control is available for this station.
 RF0606
 RF0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM046759(NAD 83)
 RF0606_MARKER: DB = BENCH MARK DISK
 RF0606_SETTING: 66 = SET IN ROCK OUTCROP
 RF0606_SP_SET: ROCK OUTCROP
 RF0606_STAMPING: 8 JHS 1983
 RF0606_MARK LOGO: USGS  
 RF0606_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0606+STABILITY: POSITION/ELEVATION WELL
 RF0606
 RF0606  HISTORY     - Date     Condition        Report By
 RF0606  HISTORY     - 1983     MONUMENTED       USGS-M
 RF0606
 RF0606                          STATION DESCRIPTION
 RF0606
 RF0606'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1983
 RF0606'30.5 MI WNW FROM ASHLAND.
 RF0606'22.3 MI (35.9 KM) WEST ALONG THE AMERICAN REALTY ROAD FROM ASHLAND,
 RF0606'THENCE 8.2 MI (13.2 KM) NORTHWEST ALONG ROAD FROM ITS JUNCTION WITH
 RF0606'THE AMERICAN REALTY ROAD NEAR THE NORTHWEST CORNER OF BIG MACHIAS
 RF0606'LAKE, ABOUT 1 MI (1.6 KM) SOUTH AND 0.3 MI (0.5 KM) EAST OF NORTHWEST
 RF0606'CORNER OF T. 12 R. 9 WELS., 300 FT (91 M) WEST OF A SMALL CULVERT, 20
 RF0606'FT (6.1 M) NORTH OF ROAD, 2 FT (0.55 M) NORTHEAST OF A WITNESS POST 2
 RF0606'FT (0.6 M) ABOVE THE ROAD, SET IN THE TOP OF A ROCK OUTCROP, A USGS
 RF0606'TABLET STAMPED 8 JHS 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0204 ***********************************************************************
 OB0204  DESIGNATION -  8 M 19
 OB0204  PID         -  OB0204
 OB0204  STATE/COUNTY-  ME/SAGADAHOC
 OB0204  USGS QUAD   -  PHIPPSBURG (1957)
 OB0204
 OB0204                         *CURRENT SURVEY CONTROL
 OB0204  ___________________________________________________________________
 OB0204* NAD 83(1986)-  43 49 50.     (N)    069 48 51.     (W)     SCALED    
 OB0204* NAVD 88     -         5.431  (meters)      17.82   (feet)  ADJUSTED  
 OB0204  ___________________________________________________________________
 OB0204  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 OB0204  DYNAMIC HT  -           5.431 (meters)      17.82  (feet)  COMP
 OB0204  MODELED GRAV-     980,523.1   (mgal)                       NAVD 88
 OB0204
 OB0204  VERT ORDER  -  SECOND    CLASS 0
 OB0204
 OB0204.The horizontal coordinates were scaled from a topographic map and have
 OB0204.an estimated accuracy of +/- 6 seconds.
 OB0204
 OB0204.The orthometric height was determined by differential leveling
 OB0204.and adjusted by the National Geodetic Survey in June 1991..
 OB0204
 OB0204.The geoid height was determined by GEOID03.
 OB0204
 OB0204.The dynamic height is computed by dividing the NAVD 88
 OB0204.geopotential number by the normal gravity value computed on the
 OB0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0204.degrees latitude (g = 980.6199 gals.).
 OB0204
 OB0204.The modeled gravity was interpolated from observed gravity values.
 OB0204
 OB0204;                    North         East    Units  Estimated Accuracy
 OB0204;SPC ME W     -   110,850.      928,350.      MT  (+/- 180 meters Scaled)
 OB0204
 OB0204                          SUPERSEDED SURVEY CONTROL
 OB0204
 OB0204  NGVD 29 (??/??/92)    5.645  (m)           18.52   (f) ADJ UNCH    2 0
 OB0204
 OB0204.Superseded values are not recommended for survey control.
 OB0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0204.See file dsdata.txt to determine how the superseded data were derived.
 OB0204
 OB0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ345533(NAD 83)
 OB0204_MARKER: DD = SURVEY DISK
 OB0204_SETTING: 66 = SET IN ROCK OUTCROP
 OB0204_SP_SET: BEDROCK
 OB0204_STAMPING: 8 M 1941 19
 OB0204_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0204+STABILITY: POSITION/ELEVATION WELL
 OB0204
 OB0204  HISTORY     - Date     Condition        Report By
 OB0204  HISTORY     - 1941     MONUMENTED       USGS
 OB0204  HISTORY     - 1943     GOOD             NGS
 OB0204  HISTORY     - 1978     GOOD             LOCENG
 OB0204  HISTORY     - 19910404 MARK NOT FOUND   USPSQD
 OB0204
 OB0204                          STATION DESCRIPTION
 OB0204
 OB0204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 OB0204'0.7 MI N FROM PHIPPSBURG.
 OB0204'0.7 MILE NORTH ALONG STATE HIGHWAY 209 FROM THE POST OFFICE AT
 OB0204'PHIPPSBURG, SAGADAHOC COUNTY, 67.7 FEET EAST OF A TWO-STORY HOUSE, 50
 OB0204'FEET NORTHEAST OF THE JUNCTION OF A ROAD LEADING WEST, 31 FEET EAST OF
 OB0204'THE CENTER LINE OF THE HIGHWAY, 23.3 FEET NORTHEAST OF POLE 146, IN
 OB0204'BEDROCK, AND ABOUT LEVEL WITH THE HIGHWAY.  A UNITED STATES GEOLOGICAL
 OB0204'SURVEY STANDARD DISK, STAMPED 8 M 1941 19.
 OB0204
 OB0204                          STATION RECOVERY (1978)
 OB0204
 OB0204'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 OB0204'RECOVERED IN GOOD CONDITION.
 OB0204
 OB0204                          STATION RECOVERY (1991)
 OB0204
 OB0204'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OB0204'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0037 ***********************************************************************
 PF0037  DESIGNATION -  803.3
 PF0037  PID         -  PF0037
 PF0037  STATE/COUNTY-  ME/FRANKLIN
 PF0037  USGS QUAD   -  MADRID (1984)
 PF0037
 PF0037                         *CURRENT SURVEY CONTROL
 PF0037  ___________________________________________________________________
 PF0037* NAD 83(1986)-  44 52 05.     (N)    070 23 56.     (W)     SCALED    
 PF0037* NAVD 88     -       244.785  (meters)     803.10   (feet)  ADJUSTED  
 PF0037  ___________________________________________________________________
 PF0037  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 PF0037  DYNAMIC HT  -         244.757 (meters)     803.01  (feet)  COMP
 PF0037  MODELED GRAV-     980,500.4   (mgal)                       NAVD 88
 PF0037
 PF0037  VERT ORDER  -  SECOND    CLASS 0
 PF0037
 PF0037.The horizontal coordinates were scaled from a topographic map and have
 PF0037.an estimated accuracy of +/- 6 seconds.
 PF0037
 PF0037.The orthometric height was determined by differential leveling
 PF0037.and adjusted by the National Geodetic Survey in June 1991..
 PF0037
 PF0037.The geoid height was determined by GEOID03.
 PF0037
 PF0037.The dynamic height is computed by dividing the NAVD 88
 PF0037.geopotential number by the normal gravity value computed on the
 PF0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0037.degrees latitude (g = 980.6199 gals.).
 PF0037
 PF0037.The modeled gravity was interpolated from observed gravity values.
 PF0037
 PF0037;                    North         East    Units  Estimated Accuracy
 PF0037;SPC ME W     -   226,100.      881,650.      MT  (+/- 180 meters Scaled)
 PF0037
 PF0037                          SUPERSEDED SURVEY CONTROL
 PF0037
 PF0037  NGVD 29 (??/??/92)  244.922  (m)          803.55   (f) ADJ UNCH    2 0
 PF0037
 PF0037.Superseded values are not recommended for survey control.
 PF0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0037.See file dsdata.txt to determine how the superseded data were derived.
 PF0037
 PF0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK894692(NAD 83)
 PF0037_MARKER: DD = SURVEY DISK
 PF0037_SETTING: 80 = SET IN A BOULDER
 PF0037_SP_SET: BOULDER
 PF0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0037+STABILITY: SURFACE MOTION
 PF0037
 PF0037  HISTORY     - Date     Condition        Report By
 PF0037  HISTORY     - UNK      MONUMENTED       USGS
 PF0037  HISTORY     - 1933     GOOD             NGS
 PF0037  HISTORY     - 1934     GOOD             NGS
 PF0037
 PF0037                          STATION DESCRIPTION
 PF0037
 PF0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PF0037'AT MADRID STATION.
 PF0037'AT MADRID STATION, FRANKLIN COUNTY, ON THE ABANDONED SANDY RIVER
 PF0037'AND RANGELEY LAKES RAILROAD, 22 FEET NORTHWEST OF THE NORTHWEST
 PF0037'CORNER OF THE ABANDONED STATION, 10 YARDS WEST OF THE CENTER
 PF0037'LINE OF THE OLD ROADBED, 12 FEET EAST OF THE CENTER LINE OF A
 PF0037'ROAD, AND IN THE TOP OF A 5-FOOT BOULDER PROJECTING ABOUT
 PF0037'3 FEET ABOVE THE GROUND.  A DRILL HOLE.
 PF0037
 PF0037                          STATION RECOVERY (1934)
 PF0037
 PF0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PF0037'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0432 ***********************************************************************
 PD0432  DESIGNATION -  82
 PD0432  PID         -  PD0432
 PD0432  STATE/COUNTY-  ME/WASHINGTON
 PD0432  USGS QUAD   -  ADDISON (1975)
 PD0432
 PD0432                         *CURRENT SURVEY CONTROL
 PD0432  ___________________________________________________________________
 PD0432* NAD 83(1986)-  44 36 34.     (N)    067 38 13.     (W)     SCALED    
 PD0432* NAVD 88     -        24.931  (meters)      81.79   (feet)  ADJUSTED  
 PD0432  ___________________________________________________________________
 PD0432  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 PD0432  DYNAMIC HT  -          24.930 (meters)      81.79  (feet)  COMP
 PD0432  MODELED GRAV-     980,585.8   (mgal)                       NAVD 88
 PD0432
 PD0432  VERT ORDER  -  SECOND    CLASS 0
 PD0432
 PD0432.The horizontal coordinates were scaled from a topographic map and have
 PD0432.an estimated accuracy of +/- 6 seconds.
 PD0432
 PD0432.The orthometric height was determined by differential leveling
 PD0432.and adjusted by the National Geodetic Survey in June 1991..
 PD0432
 PD0432.The geoid height was determined by GEOID03.
 PD0432
 PD0432.The dynamic height is computed by dividing the NAVD 88
 PD0432.geopotential number by the normal gravity value computed on the
 PD0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0432.degrees latitude (g = 980.6199 gals.).
 PD0432
 PD0432.The modeled gravity was interpolated from observed gravity values.
 PD0432
 PD0432;                    North         East    Units  Estimated Accuracy
 PD0432;SPC ME E     -   105,110.      368,500.      MT  (+/- 180 meters Scaled)
 PD0432
 PD0432                          SUPERSEDED SURVEY CONTROL
 PD0432
 PD0432  NGVD 29 (??/??/92)   25.143  (m)           82.49   (f) ADJ UNCH    2 0
 PD0432
 PD0432.Superseded values are not recommended for survey control.
 PD0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0432.See file dsdata.txt to determine how the superseded data were derived.
 PD0432
 PD0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK081404(NAD 83)
 PD0432_MARKER: N = NAIL
 PD0432_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PD0432_SP_SET: BRIDGE
 PD0432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PD0432
 PD0432  HISTORY     - Date     Condition        Report By
 PD0432  HISTORY     - UNK      MONUMENTED       USGS
 PD0432  HISTORY     - 1962     GOOD             NGS
 PD0432
 PD0432                          STATION DESCRIPTION
 PD0432
 PD0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PD0432'3.8 MI NE FROM INDIAN RIVER.
 PD0432'1.7 MILES NORTHWEST ALONG STATE HIGHWAY 187 FROM THE CONCRETE
 PD0432'BRIDGE OVER INDIAN RIVER AT INDIAN RIVER, THENCE 2.1 MILES
 PD0432'NORTHEAST ALONG A GRAVEL ROAD, 0.2 MILE EAST OF A WOODEN BRIDGE
 PD0432'OVER INDIAN RIVER, 55 FEET WEST OF BENCH MARK K 149, 70 FEET
 PD0432'NORTH OF THE CENTER LINE OF THE ROAD, A COPPER NAIL AND WASHER
 PD0432'ON THE NORTH SIDE OF A STUMP (PINE TREE CUT DOWN), 5 FEET WEST
 PD0432'OF A LONE PINE TREE AND 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 PD0432'NOTE-- THIS MARK MAY NOT LAST MANY MORE YEARS AS THE STUMP IS
 PD0432'SHOWING SIGNS OF ITS AGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0260 ***********************************************************************
 PF0260  DESIGNATION -  834.0
 PF0260  PID         -  PF0260
 PF0260  STATE/COUNTY-  ME/OXFORD
 PF0260  USGS QUAD   -  ELLIS POND (1968)
 PF0260
 PF0260                         *CURRENT SURVEY CONTROL
 PF0260  ___________________________________________________________________
 PF0260* NAD 83(1986)-  44 42 50.     (N)    070 37 32.     (W)     SCALED    
 PF0260* NAVD 88     -       254.149  (meters)     833.82   (feet)  ADJUSTED  
 PF0260  ___________________________________________________________________
 PF0260  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 PF0260  DYNAMIC HT  -         254.117 (meters)     833.72  (feet)  COMP
 PF0260  MODELED GRAV-     980,484.5   (mgal)                       NAVD 88
 PF0260
 PF0260  VERT ORDER  -  SECOND    CLASS 0
 PF0260
 PF0260.The horizontal coordinates were scaled from a topographic map and have
 PF0260.an estimated accuracy of +/- 6 seconds.
 PF0260
 PF0260.The orthometric height was determined by differential leveling
 PF0260.and adjusted by the National Geodetic Survey in June 1991..
 PF0260
 PF0260.The geoid height was determined by GEOID03.
 PF0260
 PF0260.The dynamic height is computed by dividing the NAVD 88
 PF0260.geopotential number by the normal gravity value computed on the
 PF0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0260.degrees latitude (g = 980.6199 gals.).
 PF0260
 PF0260.The modeled gravity was interpolated from observed gravity values.
 PF0260
 PF0260;                    North         East    Units  Estimated Accuracy
 PF0260;SPC ME W     -   209,040.      863,640.      MT  (+/- 180 meters Scaled)
 PF0260
 PF0260                          SUPERSEDED SURVEY CONTROL
 PF0260
 PF0260  NGVD 29 (??/??/92)  254.277  (m)          834.24   (f) ADJ UNCH    2 0
 PF0260
 PF0260.Superseded values are not recommended for survey control.
 PF0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0260.See file dsdata.txt to determine how the superseded data were derived.
 PF0260
 PF0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK712524(NAD 83)
 PF0260_MARKER: Q = CHISELED SQUARE
 PF0260_SETTING: 80 = SET IN A BOULDER
 PF0260_SP_SET: BOULDER
 PF0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0260+STABILITY: SURFACE MOTION
 PF0260
 PF0260  HISTORY     - Date     Condition        Report By
 PF0260  HISTORY     - UNK      MONUMENTED       USGS
 PF0260  HISTORY     - 1933     GOOD             NGS
 PF0260  HISTORY     - 1934     GOOD             NGS
 PF0260
 PF0260                          STATION DESCRIPTION
 PF0260
 PF0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PF0260'0.8 MI S FROM BYRON.
 PF0260'0.8 MILE SOUTH ALONG THE OLD ROADBED OF THE ABANDONED MAINE
 PF0260'CENTRAL RAILROAD FROM BYRON, OXFORD COUNTY, 450 FEET NORTH OF
 PF0260'THE CROSSING OF STATE HIGHWAY 17, 15 FEET EAST OF THE CENTER
 PF0260'LINE OF THE OLD ROADBED, ON THE TOP OF A LARGE EMBEDDED BOULDER,
 PF0260'AND ABOUT 2 FEET HIGHER THAN THE ROADBED.  A CHISELED SQUARE.
 PF0260
 PF0260                          STATION RECOVERY (1934)
 PF0260
 PF0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PF0260'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0215 ***********************************************************************
 PF0215  DESIGNATION -  839
 PF0215  PID         -  PF0215
 PF0215  STATE/COUNTY-  ME/OXFORD
 PF0215  USGS QUAD   -  SPECKLED MOUNTAIN (1970)
 PF0215
 PF0215                         *CURRENT SURVEY CONTROL
 PF0215  ___________________________________________________________________
 PF0215* NAD 83(1986)-  44 21 18.     (N)    070 59 27.     (W)     SCALED    
 PF0215* NAVD 88     -       255.159  (meters)     837.13   (feet)  POSTED    
 PF0215  ___________________________________________________________________
 PF0215  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 PF0215  DYNAMIC HT  -         255.120 (meters)     837.01  (feet)  COMP
 PF0215  MODELED GRAV-     980,451.6   (mgal)                       NAVD 88
 PF0215
 PF0215  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 PF0215
 PF0215.The horizontal coordinates were scaled from a topographic map and have
 PF0215.an estimated accuracy of +/- 6 seconds.
 PF0215
 PF0215.The orthometric height was determined by differential leveling
 PF0215.and adjusted by the National Geodetic Survey in 1992..
 PF0215.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 PF0215.rate of 4.1 thru 8.0 mm/km.
 PF0215
 PF0215.The geoid height was determined by GEOID03.
 PF0215
 PF0215.The dynamic height is computed by dividing the NAVD 88
 PF0215.geopotential number by the normal gravity value computed on the
 PF0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0215.degrees latitude (g = 980.6199 gals.).
 PF0215
 PF0215.The modeled gravity was interpolated from observed gravity values.
 PF0215
 PF0215;                    North         East    Units  Estimated Accuracy
 PF0215;SPC ME W     -   169,390.      834,290.      MT  (+/- 180 meters Scaled)
 PF0215
 PF0215                          SUPERSEDED SURVEY CONTROL
 PF0215
 PF0215  NGVD 29 (??/??/92)  255.290  (m)          837.56   (f) ADJ UNCH    2 0
 PF0215
 PF0215.Superseded values are not recommended for survey control.
 PF0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0215.See file dsdata.txt to determine how the superseded data were derived.
 PF0215
 PF0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK413132(NAD 83)
 PF0215_MARKER: DD = SURVEY DISK
 PF0215_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PF0215_SP_SET: STONE CASING
 PF0215_STAMPING: 839 ME
 PF0215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0215
 PF0215  HISTORY     - Date     Condition        Report By
 PF0215  HISTORY     - UNK      MONUMENTED       USGS
 PF0215  HISTORY     - 1942     GOOD             NGS
 PF0215  HISTORY     - 20041001 MARK NOT FOUND   GEOCAC
 PF0215
 PF0215                          STATION DESCRIPTION
 PF0215
 PF0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PF0215'3 MI S FROM GILEAD.
 PF0215'ABOUT 3.0 MILES SOUTH ALONG THE EVANS NOTCH ROAD FROM THE JUNCTION
 PF0215'OF U.S. HIGHWAY 2 AT GILEAD, OXFORD COUNTY, ABOUT 800 FEET
 PF0215'SOUTHEAST OF THE JUNCTION OF WILD RIVER AND EVANS BROOK, AT AN
 PF0215'ABANDONED SETTLEMENT KNOWN AS HASTINGS, IN THE SOUTHWEST CORNER
 PF0215'OF A TRIANGULAR GRASS PLOT FORMED BY THE JUNCTION OF THE EVANS
 PF0215'NOTCH ROAD AND A ROAD LEADING SOUTHWEST TO A CAMPING AREA AND
 PF0215'FOREST SERVICE GUARD STATION, ABOUT 63 FEET WEST OF THE CENTER
 PF0215'LINE OF THE EVANS NOTCH ROAD, AT THE SITE OF AN ABANDONED OFFICE
 PF0215'BUILDING AND WEIGHING SCALES, AT THE BOTTOM OF A STONE CASING,
 PF0215'AND ABOUT 10 INCHES BELOW GROUND.  A UNITED STATES GEOLOGICAL SURVEY
 PF0215'STANDARD DISK, STAMPED 839 ME.
 PF0215
 PF0215                          STATION RECOVERY (2004)
 PF0215
 PF0215'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 PF0215'WAS NOT ABLE TO RECOVER AT THE DESCRIBED LOCATION. JOHN K. SNYDER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0048 ***********************************************************************
 SF0048  DESIGNATION -  84 IBC
 SF0048  PID         -  SF0048
 SF0048  STATE/COUNTY-  ME/AROOSTOOK
 SF0048  USGS QUAD   -  FORT KENT NORTH (1985)
 SF0048
 SF0048                         *CURRENT SURVEY CONTROL
 SF0048  ___________________________________________________________________
 SF0048* NAD 83(1986)-  47 16 51.     (N)    068 34 13.     (W)     SCALED    
 SF0048* NAVD 88     -       171.697  (meters)     563.31   (feet)  POSTED    
 SF0048  ___________________________________________________________________
 SF0048  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 SF0048  DYNAMIC HT  -         171.720 (meters)     563.38  (feet)  COMP
 SF0048  MODELED GRAV-     980,751.5   (mgal)                       NAVD 88
 SF0048
 SF0048  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 SF0048
 SF0048.The horizontal coordinates were scaled from a topographic map and have
 SF0048.an estimated accuracy of +/- 6 seconds.
 SF0048
 SF0048.The orthometric height was determined by differential leveling
 SF0048.and adjusted by the National Geodetic Survey in 1992..
 SF0048.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 SF0048.rate of 1.1 thru 2.0 mm/km.
 SF0048
 SF0048.The geoid height was determined by GEOID03.
 SF0048
 SF0048.The dynamic height is computed by dividing the NAVD 88
 SF0048.geopotential number by the normal gravity value computed on the
 SF0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0048.degrees latitude (g = 980.6199 gals.).
 SF0048
 SF0048.The modeled gravity was interpolated from observed gravity values.
 SF0048
 SF0048;                    North         East    Units  Estimated Accuracy
 SF0048;SPC ME E     -   401,640.      294,680.      MT  (+/- 180 meters Scaled)
 SF0048
 SF0048                          SUPERSEDED SURVEY CONTROL
 SF0048
 SF0048  NGVD 29 (??/??/92)  171.798  (m)          563.64   (f) ADJ UNCH    1 2
 SF0048
 SF0048.Superseded values are not recommended for survey control.
 SF0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0048.See file dsdata.txt to determine how the superseded data were derived.
 SF0048
 SF0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN324364(NAD 83)
 SF0048_MARKER: Z = SEE DESCRIPTION
 SF0048_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SF0048_SP_SET: MONUMENT
 SF0048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0048
 SF0048  HISTORY     - Date     Condition        Report By
 SF0048  HISTORY     - UNK      MONUMENTED       IBC
 SF0048  HISTORY     - 1927     GOOD             NGS
 SF0048  HISTORY     - 1934     GOOD             NGS
 SF0048  HISTORY     - 1978     MARK NOT FOUND   NGS
 SF0048
 SF0048                          STATION DESCRIPTION
 SF0048
 SF0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1927
 SF0048'2.2 MI NE FROM FORT KENT.
 SF0048'2.2 MILES NORTHEAST ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 SF0048'FORT KENT, AROOSTOOK COUNTY, ABOUT 500 FEET SOUTH OF THE TRACK,
 SF0048'ON THE EDGE OF U.S. HIGHWAY 1, 400 FEET WEST OF A FENCE ON THE
 SF0048'SOUTH SIDE OF THE HIGHWAY (THE FENCE HAS A MEADOW TO THE WEST
 SF0048'AND WOODED GROUND TO THE EAST), AND 14.5 FEET NORTH OF THE CENTER
 SF0048'LINE OF THE HIGHWAY.  THE APEX OF CONCRETE BOUNDARY MONUMENT
 SF0048'U.S. 84.
 SF0048
 SF0048                          STATION RECOVERY (1934)
 SF0048
 SF0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 SF0048'RECOVERED IN GOOD CONDITION.
 SF0048
 SF0048                          STATION RECOVERY (1978)
 SF0048
 SF0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 SF0048'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0521 ***********************************************************************
 PD0521  TIDAL BM    -  This is a Tidal Bench Mark.
 PD0521  DESIGNATION -  841 0140 A TIDAL
 PD0521  PID         -  PD0521
 PD0521  STATE/COUNTY-  ME/WASHINGTON
 PD0521  USGS QUAD   -  EASTPORT (1977)
 PD0521
 PD0521                         *CURRENT SURVEY CONTROL
 PD0521  ___________________________________________________________________
 PD0521* NAD 83(1986)-  44 54 23.     (N)    066 59 04.     (W)     SCALED    
 PD0521* NAVD 88     -         4.908  (meters)      16.10   (feet)  ADJUSTED  
 PD0521  ___________________________________________________________________
 PD0521  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 PD0521  DYNAMIC HT  -           4.908 (meters)      16.10  (feet)  COMP
 PD0521  MODELED GRAV-     980,625.6   (mgal)                       NAVD 88
 PD0521
 PD0521  VERT ORDER  -  FIRST     CLASS II
 PD0521
 PD0521.The horizontal coordinates were scaled from a topographic map and have
 PD0521.an estimated accuracy of +/- 6 seconds.
 PD0521
 PD0521.The orthometric height was determined by differential leveling
 PD0521.and adjusted by the National Geodetic Survey in June 1991..
 PD0521
 PD0521.This Tidal Bench Mark is designated as VM 149
 PD0521.by the Center for Operational Oceanographic Products and Services.
 PD0521
 PD0521.The geoid height was determined by GEOID03.
 PD0521
 PD0521.The dynamic height is computed by dividing the NAVD 88
 PD0521.geopotential number by the normal gravity value computed on the
 PD0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0521.degrees latitude (g = 980.6199 gals.).
 PD0521
 PD0521.The modeled gravity was interpolated from observed gravity values.
 PD0521
 PD0521;                    North         East    Units  Estimated Accuracy
 PD0521;SPC ME E     -   138,860.      419,680.      MT  (+/- 180 meters Scaled)
 PD0521
 PD0521                          SUPERSEDED SURVEY CONTROL
 PD0521
 PD0521.No superseded survey control is available for this station.
 PD0521
 PD0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK591745(NAD 83)
 PD0521_MARKER: DJ = TIDAL STATION DISK
 PD0521_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PD0521_SP_SET: CONCRETE PILING
 PD0521_STAMPING: 0140A 1978
 PD0521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PD0521
 PD0521  HISTORY     - Date     Condition        Report By
 PD0521  HISTORY     - 1978     MONUMENTED       NOS
 PD0521  HISTORY     - 1978     GOOD             NGS
 PD0521
 PD0521                          STATION DESCRIPTION
 PD0521
 PD0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PD0521'EASTPORT.
 PD0521'AT EASTPORT, 70 YARDS NORTH ALONG WATER STREET, THENCE 150 YARDS
 PD0521'EAST ONTO THE MUNICIPAL PIER, 131.9 FEET NORTH OF TIDE STAFF, 13.0
 PD0521'FEET WEST OF THE SOUTHWEST CORNER OF THE NATIONAL OCEAN SURVEY
 PD0521'TIDE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0524 ***********************************************************************
 PD0524  TIDAL BM    -  This is a Tidal Bench Mark.
 PD0524  DESIGNATION -  841 0140 K TIDAL
 PD0524  PID         -  PD0524
 PD0524  STATE/COUNTY-  ME/WASHINGTON
 PD0524  USGS QUAD   -  EASTPORT (1977)
 PD0524
 PD0524                         *CURRENT SURVEY CONTROL
 PD0524  ___________________________________________________________________
 PD0524* NAD 83(1986)-  44 54 21.     (N)    066 59 04.     (W)     SCALED    
 PD0524* NAVD 88     -         9.084  (meters)      29.80   (feet)  ADJUSTED  
 PD0524  ___________________________________________________________________
 PD0524  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 PD0524  DYNAMIC HT  -           9.084 (meters)      29.80  (feet)  COMP
 PD0524  MODELED GRAV-     980,625.6   (mgal)                       NAVD 88
 PD0524
 PD0524  VERT ORDER  -  FIRST     CLASS II
 PD0524
 PD0524.The horizontal coordinates were scaled from a topographic map and have
 PD0524.an estimated accuracy of +/- 6 seconds.
 PD0524
 PD0524.The orthometric height was determined by differential leveling
 PD0524.and adjusted by the National Geodetic Survey in June 1991..
 PD0524
 PD0524.This Tidal Bench Mark is designated as VM 148
 PD0524.by the Center for Operational Oceanographic Products and Services.
 PD0524
 PD0524.The geoid height was determined by GEOID03.
 PD0524
 PD0524.The dynamic height is computed by dividing the NAVD 88
 PD0524.geopotential number by the normal gravity value computed on the
 PD0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0524.degrees latitude (g = 980.6199 gals.).
 PD0524
 PD0524.The modeled gravity was interpolated from observed gravity values.
 PD0524
 PD0524;                    North         East    Units  Estimated Accuracy
 PD0524;SPC ME E     -   138,800.      419,680.      MT  (+/- 180 meters Scaled)
 PD0524
 PD0524                          SUPERSEDED SURVEY CONTROL
 PD0524
 PD0524.No superseded survey control is available for this station.
 PD0524
 PD0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK591744(NAD 83)
 PD0524_MARKER: DB = BENCH MARK DISK
 PD0524_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PD0524_SP_SET: GRANITE STEP
 PD0524_STAMPING: 0140K 1976
 PD0524_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PD0524_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PD0524+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2003
 PD0524
 PD0524  HISTORY     - Date     Condition        Report By
 PD0524  HISTORY     - 1976     MONUMENTED       NOS
 PD0524  HISTORY     - 1978     GOOD             NGS
 PD0524  HISTORY     - 20030626 GOOD             USPSQD
 PD0524
 PD0524                          STATION DESCRIPTION
 PD0524
 PD0524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PD0524'EASTPORT.
 PD0524'AT EASTPORT, 107.8 FEET SOUTH OF AND ACROSS THE STREET FROM THE
 PD0524'SOUTH CORNER OF THE POST OFFICE AT EASTPORT, 5.8 FEET SOUTHEAST
 PD0524'OF THE SOUTHEAST EDGE OF CURB STONE, AT THE NORTH END OF THE
 PD0524'GRANITE STEP, AT THE ENTRANCE TO THE BANGOR ELECTRIC COMPANY
 PD0524'OFFICE.
 PD0524
 PD0524                          STATION RECOVERY (2003)
 PD0524
 PD0524'RECOVERY NOTE BY US POWER SQUADRON 2003 (RCR)
 PD0524'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI8357 ***********************************************************************
 AI8357  FBN         -  This is a Federal Base Network Control Station.
 AI8357  DESIGNATION -  841 0140 L TIDAL
 AI8357  PID         -  AI8357
 AI8357  STATE/COUNTY-  ME/WASHINGTON
 AI8357  USGS QUAD   -  EASTPORT (1977)
 AI8357
 AI8357                         *CURRENT SURVEY CONTROL
 AI8357  ___________________________________________________________________
 AI8357* NAD 83(1996)-  44 54 16.15149(N)    066 59 02.44106(W)     ADJUSTED  
 AI8357* NAVD 88     -         4.943  (meters)      16.22   (feet)  ADJUSTED  
 AI8357  ___________________________________________________________________
 AI8357  X           -   1,769,251.043 (meters)                     COMP
 AI8357  Y           -  -4,164,862.521 (meters)                     COMP
 AI8357  Z           -   4,479,824.215 (meters)                     COMP
 AI8357  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 AI8357  ELLIP HEIGHT-         -17.51  (meters)          (04/26/01) GPS OBS
 AI8357  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 AI8357  DYNAMIC HT  -           4.943 (meters)      16.22  (feet)  COMP
 AI8357  MODELED GRAV-     980,625.8   (mgal)                       NAVD 88
 AI8357
 AI8357  HORZ ORDER  -  B
 AI8357  VERT ORDER  -  FIRST     CLASS II
 AI8357  ELLP ORDER  -  FOURTH    CLASS I
 AI8357
 AI8357.This is a reference station for the EASTPORT
 AI8357.National Continuously Operating Reference Station (EPRT).
 AI8357
 AI8357.The horizontal coordinates were established by GPS observations
 AI8357.and adjusted by the National Geodetic Survey in April 2001..
 AI8357
 AI8357.The orthometric height was determined by differential leveling
 AI8357.and adjusted by the National Geodetic Survey in July 2002..
 AI8357
 AI8357.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI8357
 AI8357.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8357
 AI8357.The ellipsoidal height was determined by GPS observations
 AI8357.and is referenced to NAD 83.
 AI8357
 AI8357.The geoid height was determined by GEOID03.
 AI8357
 AI8357.The dynamic height is computed by dividing the NAVD 88
 AI8357.geopotential number by the normal gravity value computed on the
 AI8357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8357.degrees latitude (g = 980.6199 gals.).
 AI8357
 AI8357.The modeled gravity was interpolated from observed gravity values.
 AI8357
 AI8357;                    North         East     Units Scale Factor Converg.
 AI8357;SPC ME E     -   138,648.270   419,717.423   MT  1.00007618   +1 04 13.1
 AI8357;UTM  19      - 4,974,317.145   659,154.660   MT  0.99991148   +1 25 24.4
 AI8357
 AI8357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8357!SPC ME E     -   1.00000275  x   1.00007618  =   1.00007893
 AI8357!UTM  19      -   1.00000275  x   0.99991148  =   0.99991423
 AI8357
 AI8357                          SUPERSEDED SURVEY CONTROL
 AI8357
 AI8357  NAVD 88 (04/26/01)    4.94   (m)           16.2    (f) LEVELING    3  
 AI8357
 AI8357.Superseded values are not recommended for survey control.
 AI8357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8357.See file dsdata.txt to determine how the superseded data were derived.
 AI8357
 AI8357_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5915574317(NAD 83)
 AI8357_MARKER: DJ = TIDAL STATION DISK
 AI8357_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI8357_SP_SET: BRIDGE ABUTMENT
 AI8357_STAMPING: 0140 L 1990
 AI8357_MARK LOGO: NOS   
 AI8357_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI8357_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8357+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2000
 AI8357
 AI8357  HISTORY     - Date     Condition        Report By
 AI8357  HISTORY     - 1990     MONUMENTED       NOS
 AI8357  HISTORY     - 20000415 GOOD             NGS
 AI8357  HISTORY     - 20001024 GOOD             NGS
 AI8357  HISTORY     - 20030626 GOOD             USPSQD
 AI8357
 AI8357                          STATION DESCRIPTION
 AI8357
 AI8357'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 AI8357'THE STATION IS LOCATED IN EASTPORT, AT THE ENTRANCE OF CITY MUNICIPAL
 AI8357'PIER, ABOUT 0.16 KM (0.10 MI) SOUTH OF THE US POST OFFICE LOCATED AT
 AI8357'THE JUNCTION OF US HIGHWAY 1 (WASHINGTON STREET) AND WATER STREET.
 AI8357'OWNERSHIP--CITY OF EASTPORT, CITY HALL, 78 HIGH STREET, EASTPORT ME
 AI8357'04361, PHONE 207-853-2300.  TO REACH THE STATION FROM THE JUNCTION OF
 AI8357'US HIGHWAY 1 AND STATE HIGHWAY 190 IN PERRY, GO SOUTHEAST AND EASTERLY
 AI8357'ON HIGHWAY 190 FOR 11.59 KM (7.20 MI) TO THE US POST OFFICE IN
 AI8357'EASTPORT ON THE LEFT, AT THE JUNCTION OF WASHINGTON STREET AND WATER
 AI8357'STREET.  TURN RIGHT, SOUTH ON WATER STREET FOR 0.16 KM (0.10 MI) TO
 AI8357'THE ENTRANCE OF THE MUNICIPAL PIER AND THE STATION ON THE LEFT.  THE
 AI8357'STATION IS SET IN A DRILL HOLE IN TOP OF THE NORTH SIDE OF THE
 AI8357'CONCRETE ABUTMENT FOR THE ENTRANCE OF THE PIER.  LOCATED 0.24 M (0.79
 AI8357'FT) NORTH OF THE NORTH EDGE OF THE METAL PLATE ATTACHED TO THE
 AI8357'ABUTMENT AND 0.7 M (2.3 FT) NORTHWEST OF THE FIRST WOOD POST (GUARD
 AI8357'RAIL SUPPORT) ON THE NORTH SIDE OF THE PIER.
 AI8357
 AI8357                          STATION RECOVERY (2000)
 AI8357
 AI8357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 AI8357'0.2 KM (0.10 MI) SOUTHERLY ALONG WATER STREET FROM THE POST OFFICE IN
 AI8357'EASTPORT, IN TOP OF AND 0.2 M (0.7 FT) SOUTH OF THE NORTH END OF THE
 AI8357'WEST CONCRETE ABUTMENT OF A BRIDGE LEADING TO THE CITY PIER, 27.2 M
 AI8357'(89.2 FT) EAST OF THE STREET CENTER, 3.4 M (11.2 FT) NORTH OF THE
 AI8357'CENTER OF THE BRIDGE, AND 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 AI8357'STREET.  NOTE--THE MARK IS ON PROPERTY OWNED BY THE CITY OF EASTPORT,
 AI8357'78 HIGH STREET, EASTPOST, ME 04361, TELEPHONE 207-853-2300.  THIS IS A
 AI8357'CORS SITE REFERENCE STATION.
 AI8357
 AI8357                          STATION RECOVERY (2003)
 AI8357
 AI8357'RECOVERY NOTE BY US POWER SQUADRON 2003 (RCR)
 AI8357'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0004 ***********************************************************************
 PD0004  DESIGNATION -  841 0140 TIDAL 1
 PD0004  PID         -  PD0004
 PD0004  STATE/COUNTY-  ME/WASHINGTON
 PD0004  USGS QUAD   -  EASTPORT (1977)
 PD0004
 PD0004                         *CURRENT SURVEY CONTROL
 PD0004  ___________________________________________________________________
 PD0004* NAD 83(1986)-  44 54 21.     (N)    066 59 06.     (W)     SCALED    
 PD0004* NAVD 88     -        11.200  (meters)      36.75   (feet)  ADJUSTED  
 PD0004  ___________________________________________________________________
 PD0004  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 PD0004  DYNAMIC HT  -          11.201 (meters)      36.75  (feet)  COMP
 PD0004  MODELED GRAV-     980,625.6   (mgal)                       NAVD 88
 PD0004
 PD0004  VERT ORDER  -  SECOND    CLASS 0
 PD0004
 PD0004.The horizontal coordinates were scaled from a topographic map and have
 PD0004.an estimated accuracy of +/- 6 seconds.
 PD0004
 PD0004.The orthometric height was determined by differential leveling
 PD0004.and adjusted by the National Geodetic Survey in June 1991..
 PD0004.WARNING-Repeat measurements at this control monument indicate possible
 PD0004.vertical movement.
 PD0004
 PD0004.The geoid height was determined by GEOID03.
 PD0004
 PD0004.The dynamic height is computed by dividing the NAVD 88
 PD0004.geopotential number by the normal gravity value computed on the
 PD0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0004.degrees latitude (g = 980.6199 gals.).
 PD0004
 PD0004.The modeled gravity was interpolated from observed gravity values.
 PD0004
 PD0004;                    North         East    Units  Estimated Accuracy
 PD0004;SPC ME E     -   138,800.      419,640.      MT  (+/- 180 meters Scaled)
 PD0004
 PD0004                          SUPERSEDED SURVEY CONTROL
 PD0004
 PD0004  NGVD 29 (??/??/92)   11.391  (m)           37.37   (f) ADJ UNCH    2 0
 PD0004
 PD0004.Superseded values are not recommended for survey control.
 PD0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0004.See file dsdata.txt to determine how the superseded data were derived.
 PD0004
 PD0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK590744(NAD 83)
 PD0004_MARKER: DB = BENCH MARK DISK
 PD0004_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PD0004_SP_SET: BUILDING
 PD0004_STAMPING: BM NO 1
 PD0004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PD0004_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PD0004+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2003
 PD0004
 PD0004  HISTORY     - Date     Condition        Report By
 PD0004  HISTORY     - UNK      MONUMENTED       CGS
 PD0004  HISTORY     - 1946     GOOD             NGS
 PD0004  HISTORY     - 1978     MARK NOT FOUND   NGS
 PD0004  HISTORY     - 20030626 GOOD             USPSQD
 PD0004
 PD0004                          STATION DESCRIPTION
 PD0004
 PD0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 PD0004'AT EASTPORT.
 PD0004'AT EASTPORT, WASHINGTON COUNTY, AT THE WEST SIDE OF THE POST
 PD0004'OFFICE, 52 FEET NORTH OF THE SOUTH END OF THE BUILDING, IN THE
 PD0004'TOP OF THE SOUTH END OF A LANDING STONE AT THE LOADING ENTRANCE,
 PD0004'AND ABOUT 1 FOOT ABOVE GROUND.  A STANDARD DISK, STAMPED B.M. NO
 PD0004'1.
 PD0004
 PD0004                          STATION RECOVERY (1978)
 PD0004
 PD0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PD0004'MARK NOT FOUND.
 PD0004
 PD0004                          STATION RECOVERY (2003)
 PD0004
 PD0004'RECOVERY NOTE BY US POWER SQUADRON 2003 (RCR)
 PD0004'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0527 ***********************************************************************
 PD0527  TIDAL BM    -  This is a Tidal Bench Mark.
 PD0527  DESIGNATION -  841 0140 TIDAL 10
 PD0527  PID         -  PD0527
 PD0527  STATE/COUNTY-  ME/WASHINGTON
 PD0527  USGS QUAD   -  EASTPORT (1977)
 PD0527
 PD0527                         *CURRENT SURVEY CONTROL
 PD0527  ___________________________________________________________________
 PD0527* NAD 83(1986)-  44 54 13.     (N)    066 59 06.     (W)     SCALED    
 PD0527* NAVD 88     -         6.688  (meters)      21.94   (feet)  ADJUSTED  
 PD0527  ___________________________________________________________________
 PD0527  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 PD0527  DYNAMIC HT  -           6.688 (meters)      21.94  (feet)  COMP
 PD0527  MODELED GRAV-     980,625.7   (mgal)                       NAVD 88
 PD0527
 PD0527  VERT ORDER  -  FIRST     CLASS II
 PD0527
 PD0527.The horizontal coordinates were scaled from a topographic map and have
 PD0527.an estimated accuracy of +/- 6 seconds.
 PD0527
 PD0527.The orthometric height was determined by differential leveling
 PD0527.and adjusted by the National Geodetic Survey in June 1991..
 PD0527
 PD0527.This Tidal Bench Mark is designated as VM 147
 PD0527.by the Center for Operational Oceanographic Products and Services.
 PD0527
 PD0527.The geoid height was determined by GEOID03.
 PD0527
 PD0527.The dynamic height is computed by dividing the NAVD 88
 PD0527.geopotential number by the normal gravity value computed on the
 PD0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0527.degrees latitude (g = 980.6199 gals.).
 PD0527
 PD0527.The modeled gravity was interpolated from observed gravity values.
 PD0527
 PD0527;                    North         East    Units  Estimated Accuracy
 PD0527;SPC ME E     -   138,550.      419,640.      MT  (+/- 180 meters Scaled)
 PD0527
 PD0527                          SUPERSEDED SURVEY CONTROL
 PD0527
 PD0527.No superseded survey control is available for this station.
 PD0527
 PD0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK590742(NAD 83)
 PD0527_MARKER: DJ = TIDAL STATION DISK
 PD0527_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PD0527_SP_SET: CONCRETE STEP
 PD0527_STAMPING: NO 10 1975
 PD0527_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PD0527
 PD0527  HISTORY     - Date     Condition        Report By
 PD0527  HISTORY     - 1975     MONUMENTED       NOS
 PD0527  HISTORY     - 1978     GOOD             NGS
 PD0527
 PD0527                          STATION DESCRIPTION
 PD0527
 PD0527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PD0527'EASTPORT.
 PD0527'AT EASTPORT, 0.2 MILE SOUTH ALONG WATER STREET FROM THE POST OFFICE,
 PD0527'58.7 FEET SOUTHEAST OF TIDAL 2, IN THE FIRST STEP AT THE WEST
 PD0527'ENTRANCE OF THE EASTPORT SAVING BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0005 ***********************************************************************
 PD0005  TIDAL BM    -  This is a Tidal Bench Mark.
 PD0005  DESIGNATION -  841 0140 TIDAL 2
 PD0005  PID         -  PD0005
 PD0005  STATE/COUNTY-  ME/WASHINGTON
 PD0005  USGS QUAD   -  EASTPORT (1977)
 PD0005
 PD0005                         *CURRENT SURVEY CONTROL
 PD0005  ___________________________________________________________________
 PD0005* NAD 83(1986)-  44 54 13.     (N)    066 59 06.     (W)     SCALED    
 PD0005* NAVD 88     -         7.753  (meters)      25.44   (feet)  ADJUSTED  
 PD0005  ___________________________________________________________________
 PD0005  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 PD0005  DYNAMIC HT  -           7.753 (meters)      25.44  (feet)  COMP
 PD0005  MODELED GRAV-     980,625.7   (mgal)                       NAVD 88
 PD0005
 PD0005  VERT ORDER  -  FIRST     CLASS II
 PD0005
 PD0005.The horizontal coordinates were scaled from a topographic map and have
 PD0005.an estimated accuracy of +/- 6 seconds.
 PD0005
 PD0005.The orthometric height was determined by differential leveling
 PD0005.and adjusted by the National Geodetic Survey in June 1991..
 PD0005.WARNING-Repeat measurements at this control monument indicate possible
 PD0005.vertical movement.
 PD0005
 PD0005.This Tidal Bench Mark is designated as VM 142
 PD0005.by the Center for Operational Oceanographic Products and Services.
 PD0005
 PD0005.The geoid height was determined by GEOID03.
 PD0005
 PD0005.The dynamic height is computed by dividing the NAVD 88
 PD0005.geopotential number by the normal gravity value computed on the
 PD0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0005.degrees latitude (g = 980.6199 gals.).
 PD0005
 PD0005.The modeled gravity was interpolated from observed gravity values.
 PD0005
 PD0005;                    North         East    Units  Estimated Accuracy
 PD0005;SPC ME E     -   138,550.      419,640.      MT  (+/- 180 meters Scaled)
 PD0005
 PD0005                          SUPERSEDED SURVEY CONTROL
 PD0005
 PD0005  NGVD 29 (??/??/92)    7.948  (m)           26.08   (f) ADJ UNCH    1 2
 PD0005
 PD0005.Superseded values are not recommended for survey control.
 PD0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0005.See file dsdata.txt to determine how the superseded data were derived.
 PD0005
 PD0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK590742(NAD 83)
 PD0005_MARKER: DB = BENCH MARK DISK
 PD0005_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PD0005_SP_SET: STEP
 PD0005_STAMPING: NO 2
 PD0005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PD0005
 PD0005  HISTORY     - Date     Condition        Report By
 PD0005  HISTORY     - UNK      MONUMENTED       CGS
 PD0005  HISTORY     - 1946     GOOD             NGS
 PD0005  HISTORY     - 1978     GOOD             NGS
 PD0005
 PD0005                          STATION DESCRIPTION
 PD0005
 PD0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 PD0005'AT EASTPORT.
 PD0005'AT EASTPORT, WASHINGTON COUNTY, AT THE SOUTH SIDE OF THE EAST
 PD0005'ENTRANCE STEPS OF THE FRONTIER NATIONAL PARK, IN THE TOP OF THE
 PD0005'GRANITE STEP SUPPORT, 10 FEET EAST OF THE BUILDING, 7.5 FEET WEST
 PD0005'OF THE WEST EDGE OF A STREET, AND ABOUT 2-1/2 FEET HIGHER THAN
 PD0005'THE SIDEWALK.  A STANDARD DISK, STAMPED NO 2.
 PD0005
 PD0005                          STATION RECOVERY (1978)
 PD0005
 PD0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PD0005'DELETE-FRONTIER, ADD-MERRILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0006 ***********************************************************************
 PD0006  TIDAL BM    -  This is a Tidal Bench Mark.
 PD0006  DESIGNATION -  841 0140 TIDAL 3
 PD0006  PID         -  PD0006
 PD0006  STATE/COUNTY-  ME/WASHINGTON
 PD0006  USGS QUAD   -  EASTPORT (1977)
 PD0006
 PD0006                         *CURRENT SURVEY CONTROL
 PD0006  ___________________________________________________________________
 PD0006* NAD 83(1986)-  44 54 14.     (N)    066 59 03.     (W)     SCALED    
 PD0006* NAVD 88     -        11.198  (meters)      36.74   (feet)  ADJUSTED  
 PD0006  ___________________________________________________________________
 PD0006  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 PD0006  DYNAMIC HT  -          11.198 (meters)      36.74  (feet)  COMP
 PD0006  MODELED GRAV-     980,625.7   (mgal)                       NAVD 88
 PD0006
 PD0006  VERT ORDER  -  FIRST     CLASS II
 PD0006
 PD0006.The horizontal coordinates were scaled from a topographic map and have
 PD0006.an estimated accuracy of +/- 6 seconds.
 PD0006
 PD0006.The orthometric height was determined by differential leveling
 PD0006.and adjusted by the National Geodetic Survey in June 1991..
 PD0006.WARNING-Repeat measurements at this control monument indicate possible
 PD0006.vertical movement.
 PD0006
 PD0006.This Tidal Bench Mark is designated as VM 143
 PD0006.by the Center for Operational Oceanographic Products and Services.
 PD0006
 PD0006.The geoid height was determined by GEOID03.
 PD0006
 PD0006.The dynamic height is computed by dividing the NAVD 88
 PD0006.geopotential number by the normal gravity value computed on the
 PD0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0006.degrees latitude (g = 980.6199 gals.).
 PD0006
 PD0006.The modeled gravity was interpolated from observed gravity values.
 PD0006
 PD0006;                    North         East    Units  Estimated Accuracy
 PD0006;SPC ME E     -   138,580.      419,710.      MT  (+/- 180 meters Scaled)
 PD0006
 PD0006                          SUPERSEDED SURVEY CONTROL
 PD0006
 PD0006  NGVD 29 (??/??/92)   11.393  (m)           37.38   (f) ADJ UNCH    1 2
 PD0006
 PD0006.Superseded values are not recommended for survey control.
 PD0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0006.See file dsdata.txt to determine how the superseded data were derived.
 PD0006
 PD0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK591742(NAD 83)
 PD0006_MARKER: DJ = TIDAL STATION DISK
 PD0006_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PD0006_SP_SET: GRANITE BALESTRADE
 PD0006_STAMPING: NO 3 1918
 PD0006_MARK LOGO: CGS   
 PD0006_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0006_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PD0006_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PD0006+SATELLITE: SATELLITE OBSERVATIONS - September 10, 1999
 PD0006
 PD0006  HISTORY     - Date     Condition        Report By
 PD0006  HISTORY     - 1918     MONUMENTED       CGS
 PD0006  HISTORY     - 1946     GOOD             NGS
 PD0006  HISTORY     - 1978     GOOD             NGS
 PD0006  HISTORY     - 19990910 GOOD             NOSOPS
 PD0006
 PD0006                          STATION DESCRIPTION
 PD0006
 PD0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 PD0006'AT EASTPORT.
 PD0006'AT EASTPORT, WASHINGTON COUNTY, IN THE TOP OF THE STONE STEPS AT
 PD0006'THE PEAVEY LIBRARY, 51.2 FEET NORTH OF THE NORTH EDGE OF KEY
 PD0006'STREET, 22.7 FEET WEST OF THE WEST LINE OF WATER STREET, AND
 PD0006'2.1 FEET ABOVE THE SIDEWALK.  A STANDARD DISK, STAMPED NO 3.
 PD0006
 PD0006                          STATION RECOVERY (1978)
 PD0006
 PD0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PD0006'RECOVERED IN GOOD CONDITION.
 PD0006
 PD0006                          STATION RECOVERY (1999)
 PD0006
 PD0006'RECOVERY NOTE BY NOS OCEANOG SERVICES 1999 (DW)
 PD0006'OTHER ALIASES INCLUDE DOD 0582-2 AND EASTPORT 3. STATION IS IN PEAVEY
 PD0006'LIBRARY AT 26 WATER STREET, EASTPORT, MAINE.  IT IS 0.16 MI (0.26 KM)
 PD0006'S OF EASTPORT POST OFFICE.  TO ACCESS FROM THE INTERSECTION OF ROUTES
 PD0006'US 1 AND ME 190 IN PERRY, MAINE, GO SE ON ME 190 (S-BOUND) FOR 7.1 MI
 PD0006'(11.4 KM) TO INTERSECTION OF WASHINGTON AND WATER STREETS IN EASTPORT.
 PD0006'TURN S (RIGHT) ONTO WATER STREET AND GO 0.15 MI (0.24 KM) TO LIBRARY
 PD0006'ON RIGHT AT NW CORNER OF WATER AND KEY STREET.  STATION IS AT FRONT
 PD0006'(WATER STREET) SIDE ENTRANCE STAIRWELL, ON S30W GRANITE BALESTRADE,
 PD0006'21.3 M (69.9 FT) N30E OF CENTER OF KEY STREET, 19.0 M (62.3 FT) S60W
 PD0006'OF CENTER OF WATER STREET, 3.5 M (11.5 FT) S OF CENTER OF DOORS TO
 PD0006'LIBRARY, 0.35 M (1.15 FT) S60W OF S60E EDGE OF BALESTRADE AND 0.8 M
 PD0006'(2.6 FT) ABOVE SIDEWALK LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0007 ***********************************************************************
 PD0007  FBN         -  This is a Federal Base Network Control Station.
 PD0007  TIDAL BM    -  This is a Tidal Bench Mark.
 PD0007  DESIGNATION -  841 0140 TIDAL 4
 PD0007  PID         -  PD0007
 PD0007  STATE/COUNTY-  ME/WASHINGTON
 PD0007  USGS QUAD   -  EASTPORT (1977)
 PD0007
 PD0007                         *CURRENT SURVEY CONTROL
 PD0007  ___________________________________________________________________
 PD0007* NAD 83(1996)-  44 54 13.55941(N)    066 59 07.71266(W)     ADJUSTED  
 PD0007* NAVD 88     -        12.109  (meters)      39.73   (feet)  ADJUSTED  
 PD0007  ___________________________________________________________________
 PD0007  X           -   1,769,168.666 (meters)                     COMP
 PD0007  Y           -  -4,164,964.394 (meters)                     COMP
 PD0007  Z           -   4,479,772.595 (meters)                     COMP
 PD0007  LAPLACE CORR-           2.30  (seconds)                    DEFLEC99
 PD0007  ELLIP HEIGHT-         -10.35  (meters)          (04/26/01) GPS OBS
 PD0007  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 PD0007  DYNAMIC HT  -          12.109 (meters)      39.73  (feet)  COMP
 PD0007  MODELED GRAV-     980,625.7   (mgal)                       NAVD 88
 PD0007  OBS GRAVITY -     980,626.3   (mgal)                       GRAV_OBS
 PD0007
 PD0007  HORZ ORDER  -  A
 PD0007  VERT ORDER  -  FIRST     CLASS II
 PD0007  ELLP ORDER  -  FOURTH    CLASS I
 PD0007
 PD0007.This is a reference station for the EASTPORT
 PD0007.National Continuously Operating Reference Station (EPRT).
 PD0007
 PD0007.The horizontal coordinates were established by GPS observations
 PD0007.and adjusted by the National Geodetic Survey in April 2001..
 PD0007
 PD0007.The orthometric height was determined by differential leveling
 PD0007.and adjusted by the National Geodetic Survey in June 1991..
 PD0007
 PD0007.This Tidal Bench Mark is designated as VM 144
 PD0007.by the Center for Operational Oceanographic Products and Services.
 PD0007
 PD0007.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PD0007
 PD0007.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0007
 PD0007.The ellipsoidal height was determined by GPS observations
 PD0007.and is referenced to NAD 83.
 PD0007
 PD0007.The geoid height was determined by GEOID03.
 PD0007
 PD0007.The dynamic height is computed by dividing the NAVD 88
 PD0007.geopotential number by the normal gravity value computed on the
 PD0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0007.degrees latitude (g = 980.6199 gals.).
 PD0007
 PD0007.The modeled gravity was interpolated from observed gravity values.
 PD0007.The observed gravity was obtained from relative gravimeter ties
 PD0007.to the IGSN71 gravity network.
 PD0007
 PD0007;                    North         East     Units Scale Factor Converg.
 PD0007;SPC ME E     -   138,566.102   419,603.278   MT  1.00007585   +1 04 09.3
 PD0007;UTM  19      - 4,974,234.289   659,041.043   MT  0.99991104   +1 25 20.6
 PD0007
 PD0007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0007!SPC ME E     -   1.00000162  x   1.00007585  =   1.00007747
 PD0007!UTM  19      -   1.00000162  x   0.99991104  =   0.99991266
 PD0007
 PD0007                          SUPERSEDED SURVEY CONTROL
 PD0007
 PD0007  NAVD 88 (04/26/01)   12.11   (m)           39.7    (f) LEVELING    3  
 PD0007  NGVD 29 (??/??/92)   12.297  (m)           40.34   (f) ADJ UNCH    1 2
 PD0007
 PD0007.Superseded values are not recommended for survey control.
 PD0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0007.See file dsdata.txt to determine how the superseded data were derived.
 PD0007
 PD0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5904174234(NAD 83)
 PD0007_MARKER: DB = BENCH MARK DISK
 PD0007_SETTING: 66 = SET IN ROCK OUTCROP
 PD0007_SP_SET: ROCK OUTCROP
 PD0007_STAMPING: NO. 4 1930
 PD0007_MARK LOGO: CGS   
 PD0007_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0007_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0007+STABILITY: POSITION/ELEVATION WELL
 PD0007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PD0007+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2000
 PD0007
 PD0007  HISTORY     - Date     Condition        Report By
 PD0007  HISTORY     - UNK      MONUMENTED       CGS
 PD0007  HISTORY     - 1946     GOOD             NGS
 PD0007  HISTORY     - 1978     GOOD             NGS
 PD0007  HISTORY     - 20000415 GOOD             NGS
 PD0007  HISTORY     - 20001024 GOOD             NGS
 PD0007
 PD0007                          STATION DESCRIPTION
 PD0007
 PD0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 PD0007'AT EASTPORT.
 PD0007'AT EASTPORT, WASHINGTON COUNTY, AT THE PARKING SPACE IN BACK OF
 PD0007'THE PEAVEY LIBRARY, 78 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 PD0007'THE BUILDING, IN THE TOP OF A ROCK OUTCROP, AND ABOUT 4 INCHES
 PD0007'ABOVE GROUND.  A DRILL HOLE.
 PD0007
 PD0007                          STATION RECOVERY (1978)
 PD0007
 PD0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PD0007'THIS BENCH MARK HAS BEEN DESIGNATED A BASIC NET A TIDE STATION.
 PD0007
 PD0007                          STATION RECOVERY (2000)
 PD0007
 PD0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 PD0007'THE STATION IS LOCATED IN EASTPORT, IN THE REAR LAWN OF THE PEAVEY
 PD0007'LIBRARY, AT THE JUNCTION OF WATER STREET AND KEY STREET.
 PD0007'OWNERSHIP--CITY OF EASTPORT, CITY HALL, 78 HIGH STREET, EASTPORT ME
 PD0007'04316, PHONE 207-853-2300.  TO REACH THE STATION FROM THE JUNCTION OF
 PD0007'US HIGHWAY 1 AND STATE HIGHWAY 190 IN PERRY, GO SOUTHEAST AND EASTERLY
 PD0007'ON HIGHWAY 190 FOR 11.59 KM (7.20 MI) TO THE US POST OFFICE IN
 PD0007'EASTPORT ON THE LEFT, AT THE JUNCTION OF WATER STREET.  TURN RIGHT AND
 PD0007'GO SOUTH ON WATER STREET FOR 0.24 KM (0.15 MI) TO THE JUNCTION OF KEY
 PD0007'STREET AND THE PEAVEY LIBRARY ON THE RIGHT.  TURN RIGHT ON KEY STREET
 PD0007'FOR ABOUT 30.48 M (100.00 FT) TO THE REAR LAWN OF THE LIBRARY AND THE
 PD0007'STATION ON THE RIGHT.  THE STATION IS SET IN A DRILL HOLE IN 3 FT (0.9
 PD0007'M) BY 7 FT (2.1 M) AREA OF EXPOSED ROCK OUTCROP ABOUT LEVEL WITH THE
 PD0007'GROUND.  LOCATED 33.84 M (111.02 FT) NORTH OF THE CENTER OF KEY
 PD0007'STREET, 12.2 M (40.0 FT) NORTHWEST OF THE WEST CORNER OF THE VANCE A
 PD0007'AND MARGARET C HEALY WING OF THE LIBRARY, 11.65 M (38.22 FT) SOUTHEAST
 PD0007'OF THE EAST CORNER OF A WOOD FENCE AROUND THE REAR YARD OF A TWO STORY
 PD0007'FRAME HOUSE, 11.59 M (38.02 FT) SOUTHWEST OF THE SOUTHWEST FACE OF A
 PD0007'GAZEBO AND 6.25 M (20.51 FT) SOUTH OF THE SOUTH FACE OF A LARGE AREA
 PD0007'OF ROCK OUTCROP PROJECTING ABOUT 0.6 M (2.0 FT) ABOVE THE GROUND.
 PD0007
 PD0007                          STATION RECOVERY (2000)
 PD0007
 PD0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 PD0007'0.3 KM (0.20 MI) SOUTHERLY ALONG WATER STREET FROM THE POST OFFICE IN
 PD0007'EASTPORT, THENCE 0.1 KM (0.05 MI) WESTERLY ALONG KEY STREET, NEAR THE
 PD0007'CENTER OF A 2 BY 7-FOOT EXPOSED ROCK OUTCROP, 33.5 M (109.9 FT) NORTH
 PD0007'OF THE STREET CENTER, 13.5 M (44.3 FT) NORTHWEST OF THE SOUTHWEST
 PD0007'CORNER OF THE CITY LIBRARY, 12.3 WEST OF THE NORTHWEST CORNER OF THE
 PD0007'LIBRARY, AND 0.4 M (1.3 FT) BELOW THE LEVEL OF THE STREET.  NOTE--THE
 PD0007'MARK IS ON PROPERTY OWNED BY THE CITY OF EASTPORT, 78 HIGH STREET,
 PD0007'EASTPOST, ME 04361, TELEPHONE 207-853-2300.  THIS IS A CORS SITE
 PD0007'REFERENCE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0525 ***********************************************************************
 PD0525  DESIGNATION -  841 0140 TIDAL 7
 PD0525  PID         -  PD0525
 PD0525  STATE/COUNTY-  ME/WASHINGTON
 PD0525  USGS QUAD   -  EASTPORT (1977)
 PD0525
 PD0525                         *CURRENT SURVEY CONTROL
 PD0525  ___________________________________________________________________
 PD0525* NAD 83(1986)-  44 54 16.     (N)    066 59 03.     (W)     SCALED    
 PD0525* NAVD 88     -         6.302  (meters)      20.68   (feet)  ADJUSTED  
 PD0525  ___________________________________________________________________
 PD0525  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 PD0525  DYNAMIC HT  -           6.302 (meters)      20.68  (feet)  COMP
 PD0525  MODELED GRAV-     980,625.7   (mgal)                       NAVD 88
 PD0525
 PD0525  VERT ORDER  -  FIRST     CLASS II
 PD0525
 PD0525.The horizontal coordinates were scaled from a topographic map and have
 PD0525.an estimated accuracy of +/- 6 seconds.
 PD0525
 PD0525.The orthometric height was determined by differential leveling
 PD0525.and adjusted by the National Geodetic Survey in June 1991..
 PD0525
 PD0525.The geoid height was determined by GEOID03.
 PD0525
 PD0525.The dynamic height is computed by dividing the NAVD 88
 PD0525.geopotential number by the normal gravity value computed on the
 PD0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0525.degrees latitude (g = 980.6199 gals.).
 PD0525
 PD0525.The modeled gravity was interpolated from observed gravity values.
 PD0525
 PD0525;                    North         East    Units  Estimated Accuracy
 PD0525;SPC ME E     -   138,640.      419,710.      MT  (+/- 180 meters Scaled)
 PD0525
 PD0525                          SUPERSEDED SURVEY CONTROL
 PD0525
 PD0525.No superseded survey control is available for this station.
 PD0525
 PD0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK591743(NAD 83)
 PD0525_MARKER: DJ = TIDAL STATION DISK
 PD0525_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PD0525_SP_SET: CONCRETE SIDEWALK
 PD0525_STAMPING: NO 7 1972
 PD0525_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PD0525
 PD0525  HISTORY     - Date     Condition        Report By
 PD0525  HISTORY     - 1972     MONUMENTED       NOS
 PD0525  HISTORY     - 1978     GOOD             NGS
 PD0525
 PD0525                          STATION DESCRIPTION
 PD0525
 PD0525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PD0525'EASTPORT.
 PD0525'AT EASTPORT, 0.1 MILE SOUTH ALONG WATER STREET FROM THE POST OFFICE,
 PD0525'32.4 FEET SOUTH OF THE SOUTHWEST CORNER OF A ONE STORY WOOD FRAME
 PD0525'BUILDING HOUSING CHRISTELS VARIETY, 22.1 FEET EAST OF THE CENTER
 PD0525'LINE IF WATER STREET, 1.3 FEET WEST OF THE EAST EDGE OF SIDEWALK,
 PD0525'1.0 FEET NORTH OF THE SOUTH END OF THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0520 ***********************************************************************
 PD0520  TIDAL BM    -  This is a Tidal Bench Mark.
 PD0520  DESIGNATION -  841 0140 TIDAL 8
 PD0520  PID         -  PD0520
 PD0520  STATE/COUNTY-  ME/WASHINGTON
 PD0520  USGS QUAD   -  EASTPORT (1977)
 PD0520
 PD0520                         *CURRENT SURVEY CONTROL
 PD0520  ___________________________________________________________________
 PD0520* NAD 83(1986)-  44 54 22.     (N)    066 59 07.     (W)     SCALED    
 PD0520* NAVD 88     -         8.761  (meters)      28.74   (feet)  ADJUSTED  
 PD0520  ___________________________________________________________________
 PD0520  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 PD0520  DYNAMIC HT  -           8.761 (meters)      28.74  (feet)  COMP
 PD0520  MODELED GRAV-     980,625.5   (mgal)                       NAVD 88
 PD0520
 PD0520  VERT ORDER  -  FIRST     CLASS II
 PD0520
 PD0520.The horizontal coordinates were scaled from a topographic map and have
 PD0520.an estimated accuracy of +/- 6 seconds.
 PD0520
 PD0520.The orthometric height was determined by differential leveling
 PD0520.and adjusted by the National Geodetic Survey in June 1991..
 PD0520
 PD0520.This Tidal Bench Mark is designated as VM 145
 PD0520.by the Center for Operational Oceanographic Products and Services.
 PD0520
 PD0520.The geoid height was determined by GEOID03.
 PD0520
 PD0520.The dynamic height is computed by dividing the NAVD 88
 PD0520.geopotential number by the normal gravity value computed on the
 PD0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0520.degrees latitude (g = 980.6199 gals.).
 PD0520
 PD0520.The modeled gravity was interpolated from observed gravity values.
 PD0520
 PD0520;                    North         East    Units  Estimated Accuracy
 PD0520;SPC ME E     -   138,830.      419,610.      MT  (+/- 180 meters Scaled)
 PD0520
 PD0520                          SUPERSEDED SURVEY CONTROL
 PD0520
 PD0520.No superseded survey control is available for this station.
 PD0520
 PD0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK590744(NAD 83)
 PD0520_MARKER: DJ = TIDAL STATION DISK
 PD0520_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PD0520_SP_SET: CONCRETE CURB
 PD0520_STAMPING: NO 8 1975
 PD0520_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PD0520_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PD0520+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2003
 PD0520
 PD0520  HISTORY     - Date     Condition        Report By
 PD0520  HISTORY     - 1975     MONUMENTED       NOS
 PD0520  HISTORY     - 1978     GOOD             NGS
 PD0520  HISTORY     - 20030626 GOOD             USPSQD
 PD0520
 PD0520                          STATION DESCRIPTION
 PD0520
 PD0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PD0520'EASTPORT.
 PD0520'AT EASTPORT, 5.2 FEET EAST OF THE NORTHEAST CORNER OF THE POST
 PD0520'OFFICE, IN TOP OF A CURVED SECTION OF CURB.
 PD0520
 PD0520                          STATION RECOVERY (2003)
 PD0520
 PD0520'RECOVERY NOTE BY US POWER SQUADRON 2003 (RCR)
 PD0520'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0526 ***********************************************************************
 PD0526  TIDAL BM    -  This is a Tidal Bench Mark.
 PD0526  DESIGNATION -  841 0140 TIDAL 9
 PD0526  PID         -  PD0526
 PD0526  STATE/COUNTY-  ME/WASHINGTON
 PD0526  USGS QUAD   -  EASTPORT (1977)
 PD0526
 PD0526                         *CURRENT SURVEY CONTROL
 PD0526  ___________________________________________________________________
 PD0526* NAD 83(1986)-  44 54 16.     (N)    066 59 03.     (W)     SCALED    
 PD0526* NAVD 88     -         4.953  (meters)      16.25   (feet)  ADJUSTED  
 PD0526  ___________________________________________________________________
 PD0526  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 PD0526  DYNAMIC HT  -           4.953 (meters)      16.25  (feet)  COMP
 PD0526  MODELED GRAV-     980,625.7   (mgal)                       NAVD 88
 PD0526
 PD0526  VERT ORDER  -  FIRST     CLASS II
 PD0526
 PD0526.The horizontal coordinates were scaled from a topographic map and have
 PD0526.an estimated accuracy of +/- 6 seconds.
 PD0526
 PD0526.The orthometric height was determined by differential leveling
 PD0526.and adjusted by the National Geodetic Survey in June 1991..
 PD0526
 PD0526.This Tidal Bench Mark is designated as VM 146
 PD0526.by the Center for Operational Oceanographic Products and Services.
 PD0526
 PD0526.The geoid height was determined by GEOID03.
 PD0526
 PD0526.The dynamic height is computed by dividing the NAVD 88
 PD0526.geopotential number by the normal gravity value computed on the
 PD0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0526.degrees latitude (g = 980.6199 gals.).
 PD0526
 PD0526.The modeled gravity was interpolated from observed gravity values.
 PD0526
 PD0526;                    North         East    Units  Estimated Accuracy
 PD0526;SPC ME E     -   138,640.      419,710.      MT  (+/- 180 meters Scaled)
 PD0526
 PD0526                          SUPERSEDED SURVEY CONTROL
 PD0526
 PD0526.No superseded survey control is available for this station.
 PD0526
 PD0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK591743(NAD 83)
 PD0526_MARKER: DJ = TIDAL STATION DISK
 PD0526_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PD0526_SP_SET: CONCRETE STEP
 PD0526_STAMPING: NO 9 1975
 PD0526_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PD0526_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PD0526+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2003
 PD0526
 PD0526  HISTORY     - Date     Condition        Report By
 PD0526  HISTORY     - 1975     MONUMENTED       NOS
 PD0526  HISTORY     - 1978     GOOD             NGS
 PD0526  HISTORY     - 20030626 GOOD             USPSQD
 PD0526
 PD0526                          STATION DESCRIPTION
 PD0526
 PD0526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PD0526'EASTPORT.
 PD0526'AT EASTPORT, 0.15 MILE SOUTH ALONG WATER STREET FROM THE POST OFFICE,
 PD0526'193.8 FEET SOUTH-SOUTHEAST OF TIDAL 7, IN THE BOTTOM CONCRETE STEP
 PD0526'AT THE NORTHWEST ENTRANCE TO THE NEW WA-CO DINER.
 PD0526
 PD0526                          STATION RECOVERY (2003)
 PD0526
 PD0526'RECOVERY NOTE BY US POWER SQUADRON 2003 (RCR)
 PD0526'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0103 ***********************************************************************
 PD0103  TIDAL BM    -  This is a Tidal Bench Mark.
 PD0103  DESIGNATION -  841 1060 TIDAL 1
 PD0103  PID         -  PD0103
 PD0103  STATE/COUNTY-  ME/WASHINGTON
 PD0103  USGS QUAD   -  CUTLER (1993)
 PD0103
 PD0103                         *CURRENT SURVEY CONTROL
 PD0103  ___________________________________________________________________
 PD0103* NAD 83(1986)-  44 39 26.     (N)    067 12 29.     (W)     SCALED    
 PD0103* NAVD 88     -         2.341  (meters)       7.68   (feet)  ADJUSTED  
 PD0103  ___________________________________________________________________
 PD0103  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 PD0103  DYNAMIC HT  -           2.341 (meters)       7.68  (feet)  COMP
 PD0103  MODELED GRAV-     980,622.5   (mgal)                       NAVD 88
 PD0103
 PD0103  VERT ORDER  -  SECOND    CLASS 0
 PD0103
 PD0103.The horizontal coordinates were scaled from a topographic map and have
 PD0103.an estimated accuracy of +/- 6 seconds.
 PD0103
 PD0103.The orthometric height was determined by differential leveling
 PD0103.and adjusted by the National Geodetic Survey in June 1991..
 PD0103
 PD0103.This Tidal Bench Mark is designated as VM 16104
 PD0103.by the Center for Operational Oceanographic Products and Services.
 PD0103
 PD0103.The geoid height was determined by GEOID03.
 PD0103
 PD0103.The dynamic height is computed by dividing the NAVD 88
 PD0103.geopotential number by the normal gravity value computed on the
 PD0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0103.degrees latitude (g = 980.6199 gals.).
 PD0103
 PD0103.The modeled gravity was interpolated from observed gravity values.
 PD0103
 PD0103;                    North         East    Units  Estimated Accuracy
 PD0103;SPC ME E     -   110,870.      402,460.      MT  (+/- 180 meters Scaled)
 PD0103
 PD0103                          SUPERSEDED SURVEY CONTROL
 PD0103
 PD0103  NGVD 29 (??/??/92)    2.501  (m)            8.21   (f) ADJ UNCH    2 0
 PD0103
 PD0103.Superseded values are not recommended for survey control.
 PD0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0103.See file dsdata.txt to determine how the superseded data were derived.
 PD0103
 PD0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK420464(NAD 83)
 PD0103_MARKER: DJ = TIDAL STATION DISK
 PD0103_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PD0103_SP_SET: STEP
 PD0103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PD0103
 PD0103  HISTORY     - Date     Condition        Report By
 PD0103  HISTORY     - UNK      MONUMENTED       CGS
 PD0103  HISTORY     - 1962     GOOD             NGS
 PD0103  HISTORY     - 1978     GOOD             NGS
 PD0103
 PD0103                          STATION DESCRIPTION
 PD0103
 PD0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PD0103'AT CUTLER.
 PD0103'AT CUTLER, ABOUT 0.1 MILE WEST ALONG STATE HIGHWAY 191 FROM THE
 PD0103'POST OFFICE, ABOUT 110 YARDS SOUTH OF THE HIGHWAY, ABOUT 330
 PD0103'FEET NORTHWEST OF THE HARBOR VIEW RESTAURANT, A 1-INCH DRILL HOLE
 PD0103'SURROUNDED BY A 4-INCH-HIGH CHISELED TRIANGLE IN THE WEST FACE
 PD0103'OF A LARGE ROCK, 171 FEET NORTHWEST OF THE NORTHWEST EDGE OF
 PD0103'CORBETT WHARF, 100 FEET WEST OF TIDAL NO. 3, 10 FEET SOUTH OF
 PD0103'THE BOTTOM STEP LEADING TO THE TOP OF BLUFF AND ABOUT 6 FEET
 PD0103'BELOW THE STEPS.
 PD0103
 PD0103                          STATION RECOVERY (1978)
 PD0103
 PD0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PD0103'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0497 ***********************************************************************
 PD0497  TIDAL BM    -  This is a Tidal Bench Mark.
 PD0497  DESIGNATION -  841 1060 TIDAL 10
 PD0497  PID         -  PD0497
 PD0497  STATE/COUNTY-  ME/WASHINGTON
 PD0497  USGS QUAD   -  CUTLER (1993)
 PD0497
 PD0497                         *CURRENT SURVEY CONTROL
 PD0497  ___________________________________________________________________
 PD0497* NAD 83(1986)-  44 39 26.     (N)    067 12 21.     (W)     SCALED    
 PD0497* NAVD 88     -         6.783  (meters)      22.25   (feet)  ADJUSTED  
 PD0497  ___________________________________________________________________
 PD0497  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 PD0497  DYNAMIC HT  -           6.783 (meters)      22.25  (feet)  COMP
 PD0497  MODELED GRAV-     980,622.4   (mgal)                       NAVD 88
 PD0497
 PD0497  VERT ORDER  -  FIRST     CLASS II
 PD0497
 PD0497.The horizontal coordinates were scaled from a topographic map and have
 PD0497.an estimated accuracy of +/- 6 seconds.
 PD0497
 PD0497.The orthometric height was determined by differential leveling
 PD0497.and adjusted by the National Geodetic Survey in June 1991..
 PD0497
 PD0497.This Tidal Bench Mark is designated as VM 16113
 PD0497.by the Center for Operational Oceanographic Products and Services.
 PD0497
 PD0497.The geoid height was determined by GEOID03.
 PD0497
 PD0497.The dynamic height is computed by dividing the NAVD 88
 PD0497.geopotential number by the normal gravity value computed on the
 PD0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0497.degrees latitude (g = 980.6199 gals.).
 PD0497
 PD0497.The modeled gravity was interpolated from observed gravity values.
 PD0497
 PD0497;                    North         East    Units  Estimated Accuracy
 PD0497;SPC ME E     -   110,870.      402,640.      MT  (+/- 180 meters Scaled)
 PD0497
 PD0497                          SUPERSEDED SURVEY CONTROL
 PD0497
 PD0497.No superseded survey control is available for this station.
 PD0497
 PD0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK422464(NAD 83)
 PD0497_MARKER: DB = BENCH MARK DISK
 PD0497_SETTING: 66 = SET IN ROCK OUTCROP
 PD0497_SP_SET: OUTCROP
 PD0497_STAMPING: NO 10 1975
 PD0497_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0497+STABILITY: POSITION/ELEVATION WELL
 PD0497
 PD0497  HISTORY     - Date     Condition        Report By
 PD0497  HISTORY     - 1975     MONUMENTED       NOS
 PD0497  HISTORY     - 1978     GOOD             NGS
 PD0497
 PD0497                          STATION DESCRIPTION
 PD0497
 PD0497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PD0497'CUTLER.
 PD0497'AT CUTLER, IN THE TOP OF A GRANITE OUTCROP ON THE SOUTHWEST CORNER
 PD0497'OF PROPERTY OWNED BY THE MASONIC TEMPLE ON STATE HIGHWAY 191, 105
 PD0497'FEET WEST OF THE CORNER OF GEELS GROCERY STORE, 25 FEET SOUTH OF
 PD0497'THE CONCRETE STEPS LEADING TO THE TEMPLE, 24 FEET SOUTHWEST OF THE
 PD0497'SOUTHWEST CORNER OF THE TEMPLE, 20 FEET NORTHEAST OF THE CENTER
 PD0497'LINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0101 ***********************************************************************
 PD0101  TIDAL BM    -  This is a Tidal Bench Mark.
 PD0101  DESIGNATION -  841 1060 TIDAL 2
 PD0101  PID         -  PD0101
 PD0101  STATE/COUNTY-  ME/WASHINGTON
 PD0101  USGS QUAD   -  CUTLER (1993)
 PD0101
 PD0101                         *CURRENT SURVEY CONTROL
 PD0101  ___________________________________________________________________
 PD0101* NAD 83(1986)-  44 39 26.     (N)    067 12 29.     (W)     SCALED    
 PD0101* NAVD 88     -         5.144  (meters)      16.88   (feet)  ADJUSTED  
 PD0101  ___________________________________________________________________
 PD0101  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 PD0101  DYNAMIC HT  -           5.144 (meters)      16.88  (feet)  COMP
 PD0101  MODELED GRAV-     980,622.5   (mgal)                       NAVD 88
 PD0101  OBS GRAVITY -     980,622.5   (mgal)                       GRAV_OBS
 PD0101
 PD0101  VERT ORDER  -  FIRST     CLASS II
 PD0101
 PD0101.The horizontal coordinates were scaled from a topographic map and have
 PD0101.an estimated accuracy of +/- 6 seconds.
 PD0101
 PD0101.The orthometric height was determined by differential leveling
 PD0101.and adjusted by the National Geodetic Survey in June 1991..
 PD0101
 PD0101.This Tidal Bench Mark is designated as VM 16105
 PD0101.by the Center for Operational Oceanographic Products and Services.
 PD0101
 PD0101.The geoid height was determined by GEOID03.
 PD0101
 PD0101.The dynamic height is computed by dividing the NAVD 88
 PD0101.geopotential number by the normal gravity value computed on the
 PD0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0101.degrees latitude (g = 980.6199 gals.).
 PD0101
 PD0101.The modeled gravity was interpolated from observed gravity values.
 PD0101.The observed gravity was obtained from relative gravimeter ties
 PD0101.to the IGSN71 gravity network.
 PD0101
 PD0101;                    North         East    Units  Estimated Accuracy
 PD0101;SPC ME E     -   110,870.      402,460.      MT  (+/- 180 meters Scaled)
 PD0101
 PD0101                          SUPERSEDED SURVEY CONTROL
 PD0101
 PD0101  NGVD 29 (??/??/92)    5.303  (m)           17.40   (f) ADJ UNCH    1 2
 PD0101
 PD0101.Superseded values are not recommended for survey control.
 PD0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0101.See file dsdata.txt to determine how the superseded data were derived.
 PD0101
 PD0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK420464(NAD 83)
 PD0101_MARKER: DJ = TIDAL STATION DISK
 PD0101_SETTING: 66 = SET IN ROCK OUTCROP
 PD0101_SP_SET: ROCK OUTCROP
 PD0101_STAMPING: NO 2 1948
 PD0101_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0101+STABILITY: POSITION/ELEVATION WELL
 PD0101
 PD0101  HISTORY     - Date     Condition        Report By
 PD0101  HISTORY     - 1948     MONUMENTED       CGS
 PD0101  HISTORY     - 1962     GOOD             NGS
 PD0101  HISTORY     - 1978     GOOD             NGS
 PD0101
 PD0101                          STATION DESCRIPTION
 PD0101
 PD0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PD0101'AT CUTLER.
 PD0101'AT CULTER, ABOUT 0.1 MILE WEST ALONG STATE HIGHWAY 191 FROM THE
 PD0101'POST OFFICE, ABOUT 100 YARDS SOUTH OF THE HIGHWAY, 102 FEET
 PD0101'NORTHWEST OF THE HARBOR VIEW RESTAURANT, SET ON THE TOP OF A
 PD0101'SLOPING ROCK OUTCROP FLUSH WITH THE GROUND AND 28 FEET NORTH OF
 PD0101'THE NORTH EDGE OF A ROCK BLUFF, 44 FEET SOUTHEAST OF THE
 PD0101'SOUTHEAST CORNER OF A HOUSE, 18 FEET NORTHWEST OF THE NORTHWEST
 PD0101'CORNER OF CORBETT WHARF, 9 FEET NORTHWEST OF THE NORTHWEST CORNER
 PD0101'OF A BOAT SHED, 60 FEET EAST OF TIDAL 3, AND ABOUT LEVEL WITH
 PD0101'THE GROUND.
 PD0101
 PD0101                          STATION RECOVERY (1978)
 PD0101
 PD0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PD0101'THIS BENCH MARK HAS BEEN DESIGNATED A BASIC NET A TIDAL STATION
 PD0101'JUNCTION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0102 ***********************************************************************
 PD0102  TIDAL BM    -  This is a Tidal Bench Mark.
 PD0102  DESIGNATION -  841 1060 TIDAL 3
 PD0102  PID         -  PD0102
 PD0102  STATE/COUNTY-  ME/WASHINGTON
 PD0102  USGS QUAD   -  CUTLER (1993)
 PD0102
 PD0102                         *CURRENT SURVEY CONTROL
 PD0102  ___________________________________________________________________
 PD0102* NAD 83(1986)-  44 39 26.     (N)    067 12 29.     (W)     SCALED    
 PD0102* NAVD 88     -         2.791  (meters)       9.16   (feet)  ADJUSTED  
 PD0102  ___________________________________________________________________
 PD0102  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 PD0102  DYNAMIC HT  -           2.791 (meters)       9.16  (feet)  COMP
 PD0102  MODELED GRAV-     980,622.5   (mgal)                       NAVD 88
 PD0102
 PD0102  VERT ORDER  -  FIRST     CLASS II
 PD0102
 PD0102.The horizontal coordinates were scaled from a topographic map and have
 PD0102.an estimated accuracy of +/- 6 seconds.
 PD0102
 PD0102.The orthometric height was determined by differential leveling
 PD0102.and adjusted by the National Geodetic Survey in June 1991..
 PD0102
 PD0102.This Tidal Bench Mark is designated as VM 16106
 PD0102.by the Center for Operational Oceanographic Products and Services.
 PD0102
 PD0102.The geoid height was determined by GEOID03.
 PD0102
 PD0102.The dynamic height is computed by dividing the NAVD 88
 PD0102.geopotential number by the normal gravity value computed on the
 PD0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0102.degrees latitude (g = 980.6199 gals.).
 PD0102
 PD0102.The modeled gravity was interpolated from observed gravity values.
 PD0102
 PD0102;                    North         East    Units  Estimated Accuracy
 PD0102;SPC ME E     -   110,870.      402,460.      MT  (+/- 180 meters Scaled)
 PD0102
 PD0102                          SUPERSEDED SURVEY CONTROL
 PD0102
 PD0102  NGVD 29 (??/??/92)    2.950  (m)            9.68   (f) ADJ UNCH    1 2
 PD0102
 PD0102.Superseded values are not recommended for survey control.
 PD0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0102.See file dsdata.txt to determine how the superseded data were derived.
 PD0102
 PD0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK420464(NAD 83)
 PD0102_MARKER: DJ = TIDAL STATION DISK
 PD0102_SETTING: 66 = SET IN ROCK OUTCROP
 PD0102_SP_SET: ROCK LEDGE
 PD0102_STAMPING: NO 3 1948
 PD0102_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0102+STABILITY: POSITION/ELEVATION WELL
 PD0102
 PD0102  HISTORY     - Date     Condition        Report By
 PD0102  HISTORY     - 1948     MONUMENTED       CGS
 PD0102  HISTORY     - 1962     GOOD             NGS
 PD0102  HISTORY     - 1978     GOOD             NGS
 PD0102
 PD0102                          STATION DESCRIPTION
 PD0102
 PD0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PD0102'AT CUTLER.
 PD0102'AT CUTLER, ABOUT 0.1 MILE WEST ALONG STATE HIGHWAY 191 FROM THE
 PD0102'POST OFFICE, ABOUT 100 YARDS SOUTH OF THE HIGHWAY, SET ON THE
 PD0102'TOP OF THE FLAT PART OF A LARGE SLOPING ROCK LEDGE, ABOUT 10
 PD0102'FEET BELOW THE TOP OF BLUFF AND 5 FEET FROM EDGE OF BLUFF, 71
 PD0102'FEET NORTHWEST OF THE NORTHWEST SIDE OF CORBETT WHARF, 60 FEET
 PD0102'WEST OF TIDAL 2, ABOUT 225 FEET NORTHWEST OF THE HARBOR VIEW
 PD0102'RESTAURANT, AND ABOUT 6 FEET BELOW THE DOCK OR WHARF FLOOR.
 PD0102
 PD0102                          STATION RECOVERY (1978)
 PD0102
 PD0102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PD0102'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0099 ***********************************************************************
 PD0099  TIDAL BM    -  This is a Tidal Bench Mark.
 PD0099  DESIGNATION -  841 1060 TIDAL 4
 PD0099  PID         -  PD0099
 PD0099  STATE/COUNTY-  ME/WASHINGTON
 PD0099  USGS QUAD   -  CUTLER (1993)
 PD0099
 PD0099                         *CURRENT SURVEY CONTROL
 PD0099  ___________________________________________________________________
 PD0099* NAD 83(1986)-  44 39 26.     (N)    067 12 28.     (W)     SCALED    
 PD0099* NAVD 88     -         4.402  (meters)      14.44   (feet)  ADJUSTED  
 PD0099  ___________________________________________________________________
 PD0099  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 PD0099  DYNAMIC HT  -           4.402 (meters)      14.44  (feet)  COMP
 PD0099  MODELED GRAV-     980,622.5   (mgal)                       NAVD 88
 PD0099
 PD0099  VERT ORDER  -  FIRST     CLASS II
 PD0099
 PD0099.The horizontal coordinates were scaled from a topographic map and have
 PD0099.an estimated accuracy of +/- 6 seconds.
 PD0099
 PD0099.The orthometric height was determined by differential leveling
 PD0099.and adjusted by the National Geodetic Survey in June 1991..
 PD0099
 PD0099.This Tidal Bench Mark is designated as VM 16107
 PD0099.by the Center for Operational Oceanographic Products and Services.
 PD0099
 PD0099.The geoid height was determined by GEOID03.
 PD0099
 PD0099.The dynamic height is computed by dividing the NAVD 88
 PD0099.geopotential number by the normal gravity value computed on the
 PD0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0099.degrees latitude (g = 980.6199 gals.).
 PD0099
 PD0099.The modeled gravity was interpolated from observed gravity values.
 PD0099
 PD0099;                    North         East    Units  Estimated Accuracy
 PD0099;SPC ME E     -   110,870.      402,480.      MT  (+/- 180 meters Scaled)
 PD0099
 PD0099                          SUPERSEDED SURVEY CONTROL
 PD0099
 PD0099  NGVD 29 (??/??/92)    4.561  (m)           14.96   (f) ADJ UNCH    1 2
 PD0099
 PD0099.Superseded values are not recommended for survey control.
 PD0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0099.See file dsdata.txt to determine how the superseded data were derived.
 PD0099
 PD0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK420464(NAD 83)
 PD0099_MARKER: DJ = TIDAL STATION DISK
 PD0099_SETTING: 66 = SET IN ROCK OUTCROP
 PD0099_SP_SET: BEDROCK
 PD0099_STAMPING: NO 4 1959
 PD0099_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0099+STABILITY: POSITION/ELEVATION WELL
 PD0099
 PD0099  HISTORY     - Date     Condition        Report By
 PD0099  HISTORY     - 1959     MONUMENTED       CGS
 PD0099  HISTORY     - 1962     GOOD             NGS
 PD0099  HISTORY     - 1978     GOOD             NGS
 PD0099
 PD0099                          STATION DESCRIPTION
 PD0099
 PD0099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PD0099'AT CUTLER.
 PD0099'AT CUTLER, ABOUT 0.1 MILE WEST ALONG STATE HIGHWAY 191 FROM THE
 PD0099'POST OFFICE, ABOUT 100 YARDS SOUTH OF THE HIGHWAY, SET ON THE
 PD0099'TOP OF A LARGE FLAT ROCK THAT IS NEAR THE NORTHWEST CORNER OF A
 PD0099'LARGE SLOPING ROCK, 51 FEET NORTHWEST OF THE SOUTHWEST CORNER OF
 PD0099'THE HARBOR VIEW RESTAURANT, 86 FEET SOUTH OF TIDAL 5, AND ABOUT
 PD0099'20 FEET ABOVE HIGH-WATER LINE.
 PD0099
 PD0099                          STATION RECOVERY (1978)
 PD0099
 PD0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PD0099'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0100 ***********************************************************************
 PD0100  TIDAL BM    -  This is a Tidal Bench Mark.
 PD0100  DESIGNATION -  841 1060 TIDAL 5
 PD0100  PID         -  PD0100
 PD0100  STATE/COUNTY-  ME/WASHINGTON
 PD0100  USGS QUAD   -  CUTLER (1993)
 PD0100
 PD0100                         *CURRENT SURVEY CONTROL
 PD0100  ___________________________________________________________________
 PD0100* NAD 83(1986)-  44 39 26.     (N)    067 12 28.     (W)     SCALED    
 PD0100* NAVD 88     -         6.700  (meters)      21.98   (feet)  ADJUSTED  
 PD0100  ___________________________________________________________________
 PD0100  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 PD0100  DYNAMIC HT  -           6.700 (meters)      21.98  (feet)  COMP
 PD0100  MODELED GRAV-     980,622.5   (mgal)                       NAVD 88
 PD0100
 PD0100  VERT ORDER  -  FIRST     CLASS II
 PD0100
 PD0100.The horizontal coordinates were scaled from a topographic map and have
 PD0100.an estimated accuracy of +/- 6 seconds.
 PD0100
 PD0100.The orthometric height was determined by differential leveling
 PD0100.and adjusted by the National Geodetic Survey in June 1991..
 PD0100.WARNING-Repeat measurements at this control monument indicate possible
 PD0100.vertical movement.
 PD0100
 PD0100.This Tidal Bench Mark is designated as VM 16108
 PD0100.by the Center for Operational Oceanographic Products and Services.
 PD0100
 PD0100.The geoid height was determined by GEOID03.
 PD0100
 PD0100.The dynamic height is computed by dividing the NAVD 88
 PD0100.geopotential number by the normal gravity value computed on the
 PD0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0100.degrees latitude (g = 980.6199 gals.).
 PD0100
 PD0100.The modeled gravity was interpolated from observed gravity values.
 PD0100
 PD0100;                    North         East    Units  Estimated Accuracy
 PD0100;SPC ME E     -   110,870.      402,480.      MT  (+/- 180 meters Scaled)
 PD0100
 PD0100                          SUPERSEDED SURVEY CONTROL
 PD0100
 PD0100  NGVD 29 (??/??/92)    6.845  (m)           22.46   (f) ADJ UNCH    1 2
 PD0100
 PD0100.Superseded values are not recommended for survey control.
 PD0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0100.See file dsdata.txt to determine how the superseded data were derived.
 PD0100
 PD0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK420464(NAD 83)
 PD0100_MARKER: Z = SEE DESCRIPTION
 PD0100_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PD0100_SP_SET: CON FOOTING
 PD0100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PD0100
 PD0100  HISTORY     - Date     Condition        Report By
 PD0100  HISTORY     - UNK      MONUMENTED       CGS
 PD0100  HISTORY     - 1962     GOOD             NGS
 PD0100  HISTORY     - 1978     GOOD             NGS
 PD0100
 PD0100                          STATION DESCRIPTION
 PD0100
 PD0100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PD0100'AT CUTLER.
 PD0100'AT CUTLER, ABOUT 0.1 MILE WEST ALONG STATE HIGHWAY 191 FROM THE
 PD0100'POST OFFICE, ABOUT 100 YARDS SOUTH OF THE HIGHWAY, SET IN THE
 PD0100'TOP OF A LARGE ROCK OUTCROP THAT PROJECTS 5 FEET ABOVE THE
 PD0100'GROUND, 84 FEET SOUTHEAST OF TIDAL NO. 2, 86 FEET NORTH OF
 PD0100'TIDAL 4, 45 FEET SOUTHEAST OF THE CENTER LINE OF A ROAD LEADING
 PD0100'TO CORBETT WHARF (FORMERLY THE WALLACE WHARF), 16.5 FEET
 PD0100'SOUTHEAST OF THE SOUTHEAST CORNER OF CONCRETE FOOTING FOR A FUEL
 PD0100'PUMP, 5.5 FEET EAST OF THE NORTHEAST CORNER OF A BRICK AND
 PD0100'CONCRETE FOOTING FOR A STEEL FUEL TANK, THE TOP OF AN IRON BAR.
 PD0100
 PD0100                          STATION RECOVERY (1978)
 PD0100
 PD0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PD0100'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0495 ***********************************************************************
 PD0495  TIDAL BM    -  This is a Tidal Bench Mark.
 PD0495  DESIGNATION -  841 1060 TIDAL 6
 PD0495  PID         -  PD0495
 PD0495  STATE/COUNTY-  ME/WASHINGTON
 PD0495  USGS QUAD   -  CUTLER (1993)
 PD0495
 PD0495                         *CURRENT SURVEY CONTROL
 PD0495  ___________________________________________________________________
 PD0495* NAD 83(1986)-  44 39 26.     (N)    067 12 29.     (W)     SCALED    
 PD0495* NAVD 88     -         5.574  (meters)      18.29   (feet)  ADJUSTED  
 PD0495  ___________________________________________________________________
 PD0495  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 PD0495  DYNAMIC HT  -           5.574 (meters)      18.29  (feet)  COMP
 PD0495  MODELED GRAV-     980,622.5   (mgal)                       NAVD 88
 PD0495
 PD0495  VERT ORDER  -  FIRST     CLASS II
 PD0495
 PD0495.The horizontal coordinates were scaled from a topographic map and have
 PD0495.an estimated accuracy of +/- 6 seconds.
 PD0495
 PD0495.The orthometric height was determined by differential leveling
 PD0495.and adjusted by the National Geodetic Survey in June 1991..
 PD0495
 PD0495.This Tidal Bench Mark is designated as VM 16109
 PD0495.by the Center for Operational Oceanographic Products and Services.
 PD0495
 PD0495.The geoid height was determined by GEOID03.
 PD0495
 PD0495.The dynamic height is computed by dividing the NAVD 88
 PD0495.geopotential number by the normal gravity value computed on the
 PD0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0495.degrees latitude (g = 980.6199 gals.).
 PD0495
 PD0495.The modeled gravity was interpolated from observed gravity values.
 PD0495
 PD0495;                    North         East    Units  Estimated Accuracy
 PD0495;SPC ME E     -   110,870.      402,460.      MT  (+/- 180 meters Scaled)
 PD0495
 PD0495                          SUPERSEDED SURVEY CONTROL
 PD0495
 PD0495.No superseded survey control is available for this station.
 PD0495
 PD0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK420464(NAD 83)
 PD0495_MARKER: DB = BENCH MARK DISK
 PD0495_SETTING: 66 = SET IN ROCK OUTCROP
 PD0495_SP_SET: BEDROCK
 PD0495_STAMPING: NO 6 1975
 PD0495_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0495+STABILITY: POSITION/ELEVATION WELL
 PD0495
 PD0495  HISTORY     - Date     Condition        Report By
 PD0495  HISTORY     - 1975     MONUMENTED       NOS
 PD0495  HISTORY     - 1978     GOOD             NGS
 PD0495
 PD0495                          STATION DESCRIPTION
 PD0495
 PD0495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PD0495'CUTLER.
 PD0495'AT CUTLER, ABOUT 0.1 MILE WEST ALONG STATE HIGHWAY 191 FROM THE
 PD0495'POST OFFICE AT CUTLER, 100 YARDS SOUTH OF THE HIGHWAY, 84.2 FEET
 PD0495'WEST OF THE NORTHWEST CORNER OF THE HARBOR VIEW RESTAURANT, 20 FEET
 PD0495'SOUTH OF THE SOUTH EDGE OF A CONSPICUOUS 5-FT LEDGE, 56.9 FEET
 PD0495'NORTHWEST OF TIDAL 4, IN THE TOP OF THE NORTH END OF A 19 BY 11-FT.
 PD0495'OUTCROP TO A LEDGE, 1-FT. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0493 ***********************************************************************
 PD0493  TIDAL BM    -  This is a Tidal Bench Mark.
 PD0493  DESIGNATION -  841 1060 TIDAL 7
 PD0493  PID         -  PD0493
 PD0493  STATE/COUNTY-  ME/WASHINGTON
 PD0493  USGS QUAD   -  CUTLER (1993)
 PD0493
 PD0493                         *CURRENT SURVEY CONTROL
 PD0493  ___________________________________________________________________
 PD0493* NAD 83(1986)-  44 39 26.     (N)    067 12 29.     (W)     SCALED    
 PD0493* NAVD 88     -         8.168  (meters)      26.80   (feet)  ADJUSTED  
 PD0493  ___________________________________________________________________
 PD0493  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 PD0493  DYNAMIC HT  -           8.168 (meters)      26.80  (feet)  COMP
 PD0493  MODELED GRAV-     980,622.5   (mgal)                       NAVD 88
 PD0493
 PD0493  VERT ORDER  -  FIRST     CLASS II
 PD0493
 PD0493.The horizontal coordinates were scaled from a topographic map and have
 PD0493.an estimated accuracy of +/- 6 seconds.
 PD0493
 PD0493.The orthometric height was determined by differential leveling
 PD0493.and adjusted by the National Geodetic Survey in June 1991..
 PD0493
 PD0493.This Tidal Bench Mark is designated as VM 16110
 PD0493.by the Center for Operational Oceanographic Products and Services.
 PD0493
 PD0493.The geoid height was determined by GEOID03.
 PD0493
 PD0493.The dynamic height is computed by dividing the NAVD 88
 PD0493.geopotential number by the normal gravity value computed on the
 PD0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0493.degrees latitude (g = 980.6199 gals.).
 PD0493
 PD0493.The modeled gravity was interpolated from observed gravity values.
 PD0493
 PD0493;                    North         East    Units  Estimated Accuracy
 PD0493;SPC ME E     -   110,870.      402,460.      MT  (+/- 180 meters Scaled)
 PD0493
 PD0493                          SUPERSEDED SURVEY CONTROL
 PD0493
 PD0493.No superseded survey control is available for this station.
 PD0493
 PD0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK420464(NAD 83)
 PD0493_MARKER: DB = BENCH MARK DISK
 PD0493_SETTING: 66 = SET IN ROCK OUTCROP
 PD0493_SP_SET: OUTCROP
 PD0493_STAMPING: NO 7 1975
 PD0493_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0493+STABILITY: POSITION/ELEVATION WELL
 PD0493
 PD0493  HISTORY     - Date     Condition        Report By
 PD0493  HISTORY     - 1975     MONUMENTED       NOS
 PD0493  HISTORY     - 1978     GOOD             NGS
 PD0493
 PD0493                          STATION DESCRIPTION
 PD0493
 PD0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PD0493'CUTLER.
 PD0493'AT CUTLER, IN THE TOP OF GRANITE OUTCROP AT THE NORTHEAST CORNER
 PD0493'OF NEIL CORBETTS HOUSE ADJACENT TO THE WHARF, 210 FEET SOUTH OF
 PD0493'THE CENTER LINE OF STATE HIGHWAY 191, 44 FEET NORTHWEST OF A
 PD0493'DRIVEWAY LEADING TO CORBETTS HOUSE AND THE WHARF, 6.O FEET
 PD0493'NORTHEAST OF THE NORTHEAST CORNER OF RESIDENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0496 ***********************************************************************
 PD0496  TIDAL BM    -  This is a Tidal Bench Mark.
 PD0496  DESIGNATION -  841 1060 TIDAL 8
 PD0496  PID         -  PD0496
 PD0496  STATE/COUNTY-  ME/WASHINGTON
 PD0496  USGS QUAD   -  CUTLER (1993)
 PD0496
 PD0496                         *CURRENT SURVEY CONTROL
 PD0496  ___________________________________________________________________
 PD0496* NAD 83(1986)-  44 39 26.     (N)    067 12 29.     (W)     SCALED    
 PD0496* NAVD 88     -         5.724  (meters)      18.78   (feet)  ADJUSTED  
 PD0496  ___________________________________________________________________
 PD0496  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 PD0496  DYNAMIC HT  -           5.724 (meters)      18.78  (feet)  COMP
 PD0496  MODELED GRAV-     980,622.5   (mgal)                       NAVD 88
 PD0496
 PD0496  VERT ORDER  -  FIRST     CLASS II
 PD0496
 PD0496.The horizontal coordinates were scaled from a topographic map and have
 PD0496.an estimated accuracy of +/- 6 seconds.
 PD0496
 PD0496.The orthometric height was determined by differential leveling
 PD0496.and adjusted by the National Geodetic Survey in June 1991..
 PD0496
 PD0496.This Tidal Bench Mark is designated as VM 16111
 PD0496.by the Center for Operational Oceanographic Products and Services.
 PD0496
 PD0496.The geoid height was determined by GEOID03.
 PD0496
 PD0496.The dynamic height is computed by dividing the NAVD 88
 PD0496.geopotential number by the normal gravity value computed on the
 PD0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0496.degrees latitude (g = 980.6199 gals.).
 PD0496
 PD0496.The modeled gravity was interpolated from observed gravity values.
 PD0496
 PD0496;                    North         East    Units  Estimated Accuracy
 PD0496;SPC ME E     -   110,870.      402,460.      MT  (+/- 180 meters Scaled)
 PD0496
 PD0496                          SUPERSEDED SURVEY CONTROL
 PD0496
 PD0496.No superseded survey control is available for this station.
 PD0496
 PD0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK420464(NAD 83)
 PD0496_MARKER: DB = BENCH MARK DISK
 PD0496_SETTING: 66 = SET IN ROCK OUTCROP
 PD0496_SP_SET: OUTCROP
 PD0496_STAMPING: NO 8 1975
 PD0496_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0496+STABILITY: POSITION/ELEVATION WELL
 PD0496
 PD0496  HISTORY     - Date     Condition        Report By
 PD0496  HISTORY     - 1975     MONUMENTED       NOS
 PD0496  HISTORY     - 1978     GOOD             NGS
 PD0496
 PD0496                          STATION DESCRIPTION
 PD0496
 PD0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PD0496'CUTLER.
 PD0496'AT CUTLER, IN THE TOP OF A GRANITE OUTCROP AT THE NORTHEAST CORNER
 PD0496'OF A GARAGE BELONGING TO MR. JOHN CLAPP (OLD HARBOR VIEW RESTURANT),
 PD0496'34.0 FEET SOUTHWEST OF THE CENTER LINE OF DRIVE TO CORBETTS LOBSTER
 PD0496'WHARF, 19.5 FEET SOUTHWEST OF THE CENTER LINE OF CLAPP PROPERTY
 PD0496'DRIVEWAY, 2.8 FEET NORTHEAST OF NORTHWEST CORNER OF GARAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0492 ***********************************************************************
 PD0492  TIDAL BM    -  This is a Tidal Bench Mark.
 PD0492  DESIGNATION -  841 1060 TIDAL 9
 PD0492  PID         -  PD0492
 PD0492  STATE/COUNTY-  ME/WASHINGTON
 PD0492  USGS QUAD   -  CUTLER (1993)
 PD0492
 PD0492                         *CURRENT SURVEY CONTROL
 PD0492  ___________________________________________________________________
 PD0492* NAD 83(1986)-  44 39 26.     (N)    067 12 21.     (W)     SCALED    
 PD0492* NAVD 88     -         8.815  (meters)      28.92   (feet)  ADJUSTED  
 PD0492  ___________________________________________________________________
 PD0492  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 PD0492  DYNAMIC HT  -           8.815 (meters)      28.92  (feet)  COMP
 PD0492  MODELED GRAV-     980,622.4   (mgal)                       NAVD 88
 PD0492
 PD0492  VERT ORDER  -  FIRST     CLASS II
 PD0492
 PD0492.The horizontal coordinates were scaled from a topographic map and have
 PD0492.an estimated accuracy of +/- 6 seconds.
 PD0492
 PD0492.The orthometric height was determined by differential leveling
 PD0492.and adjusted by the National Geodetic Survey in June 1991..
 PD0492
 PD0492.This Tidal Bench Mark is designated as VM 16112
 PD0492.by the Center for Operational Oceanographic Products and Services.
 PD0492
 PD0492.The geoid height was determined by GEOID03.
 PD0492
 PD0492.The dynamic height is computed by dividing the NAVD 88
 PD0492.geopotential number by the normal gravity value computed on the
 PD0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0492.degrees latitude (g = 980.6199 gals.).
 PD0492
 PD0492.The modeled gravity was interpolated from observed gravity values.
 PD0492
 PD0492;                    North         East    Units  Estimated Accuracy
 PD0492;SPC ME E     -   110,870.      402,640.      MT  (+/- 180 meters Scaled)
 PD0492
 PD0492                          SUPERSEDED SURVEY CONTROL
 PD0492
 PD0492.No superseded survey control is available for this station.
 PD0492
 PD0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK422464(NAD 83)
 PD0492_MARKER: DB = BENCH MARK DISK
 PD0492_SETTING: 66 = SET IN ROCK OUTCROP
 PD0492_SP_SET: OUTCROP
 PD0492_STAMPING: NO 9 1975
 PD0492_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0492+STABILITY: POSITION/ELEVATION WELL
 PD0492
 PD0492  HISTORY     - Date     Condition        Report By
 PD0492  HISTORY     - 1975     MONUMENTED       NOS
 PD0492  HISTORY     - 1978     GOOD             NGS
 PD0492
 PD0492                          STATION DESCRIPTION
 PD0492
 PD0492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PD0492'CUTLER.
 PD0492'AT CUTLER, IN THE TOP OF GRANITE OUTCROP ON THE SOUTH EDGE OF STATE
 PD0492'HIGHWAY 191, AT THE ENTRANCE TO CORBETTS LOBSTER WHARF, 243 FEET
 PD0492'NORTH OF BENCH MARK 8 1975, 100 FEET EAST OF THE HOUSE BELONGING
 PD0492'TO THE FITZHENRY ESTATE, 25 FEET NORTHWEST OF THE NORTHWEST CORNER
 PD0492'OF DRIVE LEADING TO WHARF, 15 FEET SOUTH OF THE CENTER LINE OF
 PD0492'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ2727 ***********************************************************************
 AJ2727  FBN         -  This is a Federal Base Network Control Station.
 AJ2727  TIDAL BM    -  This is a Tidal Bench Mark.
 AJ2727  DESIGNATION -  841 1250 M TIDAL
 AJ2727  PID         -  AJ2727
 AJ2727  STATE/COUNTY-  ME/WASHINGTON
 AJ2727  USGS QUAD   -  MACHIAS BAY (1993)
 AJ2727
 AJ2727                         *CURRENT SURVEY CONTROL
 AJ2727  ___________________________________________________________________
 AJ2727* NAD 83(1996)-  44 38 29.35311(N)    067 17 41.31617(W)     ADJUSTED  
 AJ2727* NAVD 88     -         6.8    (meters)      22.     (feet)  GPS OBS   
 AJ2727  ___________________________________________________________________
 AJ2727  X           -   1,754,578.704 (meters)                     COMP
 AJ2727  Y           -  -4,193,388.426 (meters)                     COMP
 AJ2727  Z           -   4,459,077.537 (meters)                     COMP
 AJ2727  LAPLACE CORR-           5.45  (seconds)                    DEFLEC99
 AJ2727  ELLIP HEIGHT-         -15.83  (meters)          (04/26/01) GPS OBS
 AJ2727  GEOID HEIGHT-         -22.56  (meters)                     GEOID03
 AJ2727
 AJ2727  HORZ ORDER  -  A
 AJ2727  ELLP ORDER  -  FOURTH    CLASS I
 AJ2727
 AJ2727.The horizontal coordinates were established by GPS observations
 AJ2727.and adjusted by the National Geodetic Survey in April 2001..
 AJ2727
 AJ2727.The orthometric height was determined by GPS observations and a
 AJ2727.high-resolution geoid model.
 AJ2727
 AJ2727.This Tidal Bench Mark is designated as VM 13801
 AJ2727.by the Center for Operational Oceanographic Products and Services.
 AJ2727
 AJ2727.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2727
 AJ2727.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2727
 AJ2727.The ellipsoidal height was determined by GPS observations
 AJ2727.and is referenced to NAD 83.
 AJ2727
 AJ2727.The geoid height was determined by GEOID03.
 AJ2727
 AJ2727;                    North         East     Units Scale Factor Converg.
 AJ2727;SPC ME E     -   109,013.173   395,606.675   MT  1.00001237   +0 50 48.9
 AJ2727;UTM  19      - 4,944,539.603   635,230.796   MT  0.99982489   +1 11 54.1
 AJ2727
 AJ2727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2727!SPC ME E     -   1.00000248  x   1.00001237  =   1.00001485
 AJ2727!UTM  19      -   1.00000248  x   0.99982489  =   0.99982737
 AJ2727
 AJ2727                          SUPERSEDED SURVEY CONTROL
 AJ2727
 AJ2727.No superseded survey control is available for this station.
 AJ2727
 AJ2727_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK3523144540(NAD 83)
 AJ2727_MARKER: DJ = TIDAL STATION DISK
 AJ2727_SETTING: 66 = SET IN ROCK OUTCROP
 AJ2727_STAMPING: 1250 M 1991
 AJ2727_MARK LOGO: NOS   
 AJ2727_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ2727_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ2727+STABILITY: POSITION/ELEVATION WELL
 AJ2727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2727+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2000
 AJ2727
 AJ2727  HISTORY     - Date     Condition        Report By
 AJ2727  HISTORY     - 1991     MONUMENTED       NOS
 AJ2727  HISTORY     - 20000415 GOOD             NGS
 AJ2727
 AJ2727                          STATION DESCRIPTION
 AJ2727
 AJ2727'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 AJ2727'THE STATION IS LOCATED ON THE SOUTHWEST SIDE OF CUTLER, ON THE
 AJ2727'PROPERTY OF THE US NAVY COMMUNICATION CENTER, ON THE NORTH SIDE OF A
 AJ2727'SERVICE ROAD LEADING TO FUEL PIER.  OWNERSHIP--US NAVY.  FOR ACCESS
 AJ2727'CONTACT BETTY VANE, PHONE 207-259-8229 OR JIM HOLMES, PHONE 259-8321.
 AJ2727'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 1 AND 191 IN EAST
 AJ2727'MACHIAS, GO SOUTHEAST ON HIGHWAY 191 FOR 16.1 KM (10.00 MI) TO THE
 AJ2727'Y-JUNCTION OF RIDGE ROAD ON THE RIGHT IN CUTLER. TURN RIGHT, WESTERLY
 AJ2727'ON RIDGE ROAD FOR 1.37 KM (0.85 MI) TO THE ENTRANCE GATE AND SECURITY
 AJ2727'HOUSE OF THE US NAVAL COMMUNICATIONS CENTER.  PASS THROUGH THE GATE
 AJ2727'AND OBTAIN PERMISSION AT THE SECURITY HOUSE TO OCCUPY THE STATION.
 AJ2727'CONTINUE AHEAD, WESTERLY FOR 0.40 KM (0.25 MI) TO A FORK.  BEAR LEFT,
 AJ2727'SOUTHERLY ON THE MAIN ROAD FOR 2.49 KM (1.55 MI) TO THE FORK OF A
 AJ2727'GRAVEL ROAD.  BEAR RIGHT, WESTERLY AND CONTINUE ON THE MAIN ROAD FOR
 AJ2727'0.89 KM (0.55 MI) TO A BUILDING ON THE LEFT.  CONTINUE AHEAD ON THE
 AJ2727'ROAD FOR 0.97 KM (0.60 MI) TO A FUEL FARM ON THE LEFT AND BUILDING ON
 AJ2727'THE RIGHT.  CONTINUE STRAIGHT AHEAD WESTERLY ON THE THE SERVICE ROAD
 AJ2727'LEADING TO THE FUEL PIER FOR 0.05 KM (0.05 MI) TO THE STATION ON THE
 AJ2727'RIGHT, ABOUT 53.34 M (175.00 FT) NORTH-NORTHEAST OF THE ROAD.  THE
 AJ2727'STATION IS SET IN THE TOP OF 2 FT (0.6 M) X 4 FT (1.2 M) EXPOSED ROCK
 AJ2727'OUTCROP PROJECTING 19 CM ABOVE GROUND.  LOCATED 51.51 M (169.00 FT)
 AJ2727'WEST-SOUTHWEST OF THE WEST FACE OF A CIRCULAR CONCRETE FOUNDATION
 AJ2727'AROUND A FUEL PUMPING STATION, 40.36 M (132.41 FT) EAST OF THE
 AJ2727'NORTHEAST CORNER OF BUILDING NUMBER 121 NEAR THE ENTRANCE TO THE PIER
 AJ2727'AND 21.95 M (72.01 FT) NORTH-NORTHEAST OF THE CENTER OF THE SERVICE
 AJ2727'ROAD LEADING TO THE PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI8315 ***********************************************************************
 AI8315  FBN         -  This is a Federal Base Network Control Station.
 AI8315  DESIGNATION -  841 3320 TIDAL 1
 AI8315  PID         -  AI8315
 AI8315  STATE/COUNTY-  ME/HANCOCK
 AI8315  USGS QUAD   -  BAR HARBOR (1982)
 AI8315
 AI8315                         *CURRENT SURVEY CONTROL
 AI8315  ___________________________________________________________________
 AI8315* NAD 83(1996)-  44 23 31.65904(N)    068 12 13.70853(W)     ADJUSTED  
 AI8315* NAVD 88     -         3.276  (meters)      10.75   (feet)  ADJUSTED  
 AI8315  ___________________________________________________________________
 AI8315  X           -   1,695,044.826 (meters)                     COMP
 AI8315  Y           -  -4,238,731.374 (meters)                     COMP
 AI8315  Z           -   4,439,316.168 (meters)                     COMP
 AI8315  LAPLACE CORR-           3.38  (seconds)                    DEFLEC99
 AI8315  ELLIP HEIGHT-         -20.67  (meters)          (04/26/01) GPS OBS
 AI8315  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 AI8315  DYNAMIC HT  -           3.275 (meters)      10.74  (feet)  COMP
 AI8315  MODELED GRAV-     980,574.0   (mgal)                       NAVD 88
 AI8315
 AI8315  HORZ ORDER  -  A
 AI8315  VERT ORDER  -  SECOND    CLASS I
 AI8315  ELLP ORDER  -  FOURTH    CLASS I
 AI8315
 AI8315.The horizontal coordinates were established by GPS observations
 AI8315.and adjusted by the National Geodetic Survey in April 2001..
 AI8315
 AI8315.The orthometric height was determined by differential leveling
 AI8315.and adjusted by the National Geodetic Survey in July 2002..
 AI8315.No vertical observational check was made to the station.
 AI8315
 AI8315.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI8315
 AI8315.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8315
 AI8315.The ellipsoidal height was determined by GPS observations
 AI8315.and is referenced to NAD 83.
 AI8315
 AI8315.The geoid height was determined by GEOID03.
 AI8315
 AI8315.The dynamic height is computed by dividing the NAVD 88
 AI8315.geopotential number by the normal gravity value computed on the
 AI8315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8315.degrees latitude (g = 980.6199 gals.).
 AI8315
 AI8315.The modeled gravity was interpolated from observed gravity values.
 AI8315
 AI8315;                    North         East     Units Scale Factor Converg.
 AI8315;SPC ME E     -    80,642.606   323,597.060   MT  0.99990685   +0 12 25.9
 AI8315;UTM  19      - 4,915,735.314   563,412.119   MT  0.99964945   +0 33 25.2
 AI8315
 AI8315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8315!SPC ME E     -   1.00000324  x   0.99990685  =   0.99991009
 AI8315!UTM  19      -   1.00000324  x   0.99964945  =   0.99965269
 AI8315
 AI8315                          SUPERSEDED SURVEY CONTROL
 AI8315
 AI8315  NAVD 88 (04/26/01)    3.28   (m)           10.8    (f) LEVELING    3  
 AI8315
 AI8315.Superseded values are not recommended for survey control.
 AI8315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8315.See file dsdata.txt to determine how the superseded data were derived.
 AI8315
 AI8315_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK6341215735(NAD 83)
 AI8315_MARKER: DB = BENCH MARK DISK
 AI8315_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI8315_SP_SET: CONCRETE PIER
 AI8315_STAMPING: NO. 1 1970
 AI8315_MARK LOGO: CGS   
 AI8315_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8315_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI8315_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8315+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2006
 AI8315
 AI8315  HISTORY     - Date     Condition        Report By
 AI8315  HISTORY     - 1970     MONUMENTED       NOS
 AI8315  HISTORY     - 20000418 GOOD             NGS
 AI8315  HISTORY     - 20001019 GOOD             NGS
 AI8315  HISTORY     - 20050509 GOOD             GEOCAC
 AI8315  HISTORY     - 20060602 GOOD             GEOCAC
 AI8315
 AI8315                          STATION DESCRIPTION
 AI8315
 AI8315'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 AI8315'THE STATION IS LOCATED IN BAR HARBOR, AT THE EAST END OF WATER STREET,
 AI8315'AT THE NORTHEAST CORNER OF THE MUNICIPAL PIER, ABOUT 1.13 KM (0.70 MI)
 AI8315'EAST OF THE JUNCTION OF STATE HIGHWAY 3 AND WATER STREET.
 AI8315'OWNERSHIP--CITY OF BAR HARBOR.  TO REACH THE STATION FROM THE JUNCTION
 AI8315'OF STATE HIGHWAY 3 AND THE ENTRANCE DRIVE TO THE TOLL BOOTHS FOR THE
 AI8315'NOVA SCOTIA INTERNATIONAL FERRY CROSSING DOCKS, ON THE NORTHEAST SIDE
 AI8315'OF BAR HARBOR ON STATE HIGHWAY 3, GO SOUTHEAST ON HIGHWAY 3 (EDEN
 AI8315'STREET) FOR 1.45 KM (0.90 MI) TO THE JUNCTION OF WATER STREET ON THE
 AI8315'LEFT.  TURN LEFT, EAST ON WATER STREET FOR 1.05 KM (0.65 MI) TO THE
 AI8315'END OF WATER STREET AND THE MUNICIPAL PARKING LOT FOR THE CITY PIER.
 AI8315'TURN LEFT, NORTH INTO THE PARKING LOT FOR 0.05 KM (0.05 MI) TO THE
 AI8315'NORTHEAST CORNER OF THE PIER AND THE STATION.  THE STATION IS SET IN A
 AI8315'DRILL HOLE IN THE TOP OF THE NORTHEAST CORNER OF THE CONCRETE PIER.
 AI8315'LOCATED 4.15 M (13.62 FT) NORTHEAST OF THE NORTHEAST CORNER OF A
 AI8315'GRANITE STONE MONUMENT FOR DR. JOHN B ELLS, 1.38 M (4.53 FT) NORTHEAST
 AI8315'OF THE FLAGPOLE ON THE PIER, 0.92 M (3.02 FT) SOUTHWEST OF THE
 AI8315'NORTHEAST CORNER OF THE PIER AND 0.77 M (2.53 FT) WEST OF THE EAST
 AI8315'EDGE OF THE PIER.
 AI8315
 AI8315                          STATION RECOVERY (2000)
 AI8315
 AI8315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 AI8315'0.2 KM (0.10 MI) EASTERLY ALONG COTTAGE STREET FROM THE POST OFFICE IN
 AI8315'BAR HARBOR, THENCE 0.15 KM (0.10 MI) NORTHERLY ALONG MAIN STREET,
 AI8315'THENCE 0.05 KM (0.05 MI) NORTHERLY ACROSS A PARKING LOT AT THE CITY
 AI8315'PIER, IN TOP OF AND 0.9 M (3.0 FT) SOUTHWEST OF THE NORTHEAST CORNER
 AI8315'OF THE CONCRETE PIER, 12.9 M (42.3 FT) NORTHEAST OF THE NORTHEAST
 AI8315'CORNER OF THE PARKING LOT, 3.3 M (10.8 FT) NORTHEAST OF THE NORTHEAST
 AI8315'CORNER OF A MONUMENT (DOCTOR JOHN B ELLS) , 1.3 M (4.3 FT) NORTHEAST
 AI8315'OF A FLAG POLE, 0.8 M (2.6 FT) WEST OF THE EAST EDGE OF THE PIER, AND
 AI8315'0.2 M (0.7 FT) ABOVE THE LEVEL OF THE PARKING LOT.  NOTE--THE MARK IS
 AI8315'ON PROPERTY OWNED BY THE CITY OF BAR HARBOR, 93 COTTAGE STREET, BAR
 AI8315'HARBOR, ME 04609, TELEPHONE 207-288-3320.
 AI8315
 AI8315                          STATION RECOVERY (2005)
 AI8315
 AI8315'RECOVERY NOTE BY GEOCACHING 2005 (HMT)
 AI8315'RECOVERED IN GOOD CONDITION.
 AI8315
 AI8315                          STATION RECOVERY (2006)
 AI8315
 AI8315'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 AI8315'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ2726 ***********************************************************************
 AJ2726  FBN         -  This is a Federal Base Network Control Station.
 AJ2726  TIDAL BM    -  This is a Tidal Bench Mark.
 AJ2726  DESIGNATION -  841 8150 TIDAL 3
 AJ2726  PID         -  AJ2726
 AJ2726  STATE/COUNTY-  ME/CUMBERLAND
 AJ2726  USGS QUAD   -  PORTLAND EAST (1975)
 AJ2726
 AJ2726                         *CURRENT SURVEY CONTROL
 AJ2726  ___________________________________________________________________
 AJ2726* NAD 83(1996)-  43 39 29.67920(N)    070 14 53.91119(W)     ADJUSTED  
 AJ2726* NAVD 88     -         3.1    (meters)      10.     (feet)  GPS OBS   
 AJ2726  ___________________________________________________________________
 AJ2726  X           -   1,561,896.942 (meters)                     COMP
 AJ2726  Y           -  -4,349,839.562 (meters)                     COMP
 AJ2726  Z           -   4,380,682.392 (meters)                     COMP
 AJ2726  LAPLACE CORR-           3.54  (seconds)                    DEFLEC99
 AJ2726  ELLIP HEIGHT-         -22.98  (meters)          (04/26/01) GPS OBS
 AJ2726  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 AJ2726
 AJ2726  HORZ ORDER  -  A
 AJ2726  ELLP ORDER  -  FOURTH    CLASS I
 AJ2726
 AJ2726.The horizontal coordinates were established by GPS observations
 AJ2726.and adjusted by the National Geodetic Survey in April 2001..
 AJ2726
 AJ2726.The orthometric height was determined by GPS observations and a
 AJ2726.high-resolution geoid model.
 AJ2726
 AJ2726.This Tidal Bench Mark is designated as VM 175
 AJ2726.by the Center for Operational Oceanographic Products and Services.
 AJ2726
 AJ2726.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2726
 AJ2726.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2726
 AJ2726.The ellipsoidal height was determined by GPS observations
 AJ2726.and is referenced to NAD 83.
 AJ2726
 AJ2726.The geoid height was determined by GEOID03.
 AJ2726
 AJ2726;                    North         East     Units Scale Factor Converg.
 AJ2726;SPC ME W     -    91,645.745   893,414.556   MT  0.99996720   -0 03 22.9
 AJ2726;UTM  19      - 4,834,672.949   399,344.891   MT  0.99972462   -0 51 42.7
 AJ2726
 AJ2726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2726!SPC ME W     -   1.00000360  x   0.99996720  =   0.99997080
 AJ2726!UTM  19      -   1.00000360  x   0.99972462  =   0.99972822
 AJ2726
 AJ2726                          SUPERSEDED SURVEY CONTROL
 AJ2726
 AJ2726.No superseded survey control is available for this station.
 AJ2726
 AJ2726_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9934534673(NAD 83)
 AJ2726_MARKER: DB = BENCH MARK DISK
 AJ2726_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AJ2726_SP_SET: SEA WALL
 AJ2726_STAMPING: NO. 3 1971
 AJ2726_MARK LOGO: CGS   
 AJ2726_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ2726_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2726_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2726+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2000
 AJ2726
 AJ2726  HISTORY     - Date     Condition        Report By
 AJ2726  HISTORY     - 1971     MONUMENTED       NOS
 AJ2726  HISTORY     - 20000720 GOOD             NGS
 AJ2726  HISTORY     - 20000727 GOOD             NGS
 AJ2726
 AJ2726                          STATION DESCRIPTION
 AJ2726
 AJ2726'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 AJ2726'THE STATION IS LOCATED IN THE SOUTHEAST SECTION OF PORTLAND, ON THE
 AJ2726'FORMER PROPERTY OF THE BATH IRON WORKS CORPORATION, ABOUT 0.08 KM
 AJ2726'(0.05 MI) EAST OF THE JUNCTION OF FRANKLIN STREET AND COMMERCIAL
 AJ2726'STREET, IN TOP OF A GRANITE BLOCK SEA WALL ABOUT 60.96 M (200.00 FT)
 AJ2726'NORTHEAST OF THE SECURITY BUILDING AT ENTRANCE GATE FOR THE PROPERTY.
 AJ2726'OWNERSHIP--CITY OF PORTLAND.  TO REACH THE STATION FROM THE JUNCTION
 AJ2726'OF INTERSTATE HIGHWAY 295 (EXIT 7) AND FRANKLIN STREET IN PORTLAND, GO
 AJ2726'SOUTHEAST ON FRANKLIN STREET FOR 1.29 KM (0.80 MI) TO THE JUNCTION OF
 AJ2726'COMMERCIAL STREET AT A TRAFFIC LIGHT.  CONTINUE AHEAD, CROSSING
 AJ2726'COMMERCIAL STREET, TO THE ENTRANCE GATE AND SECURITY BUILDING FOR BATH
 AJ2726'IRON WORKS CORPORATION ON THE LEFT AND A PAVED DRIVE LEADING SOUTHEAST
 AJ2726'TO THE MAINE STATE PARK PIER.  BEAR LEFT, EAST TO THE ENTRANCE GATE.
 AJ2726'CHECK IN WITH THE SECURITY DUTY OFFICER, THEN PASS THROUGH THE GATE
 AJ2726'AND BEAR LEFT, EAST-NORTHEAST FOR ABOUT 60.96 M (200.00 FT) TO AN
 AJ2726'ELECTRICAL PANEL BOX NEAR THE ENTRANCE TO A WOOD DOCK LEADING DOWN TO
 AJ2726'THE WATER AND THE STATION, ABOUT 0.16 M (0.52 FT) BELOW THE ASPHALT
 AJ2726'LOT.  THE STATION IS SET IN A DRILL HOLE IN THE SEA WALL.  LOCATED
 AJ2726'2.32 M (7.61 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE ELECTRICAL
 AJ2726'PANEL BOX AND 0.3 M (1.0 FT) NORTHEAST OF THE NORTHEAST EDGE OF THE
 AJ2726'TOP STEP OF THE WOOD DOCK.
 AJ2726
 AJ2726                          STATION RECOVERY (2000)
 AJ2726
 AJ2726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 AJ2726'RECOVERED AS DESCRIBED.
 AJ2726'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1174 ***********************************************************************
 PD1174  CBN         -  This is a Cooperative Base Network Control Station.
 PD1174  TIDAL BM    -  This is a Tidal Bench Mark.
 PD1174  DESIGNATION -  851 9208
 PD1174  PID         -  PD1174
 PD1174  STATE/COUNTY-  ME/WASHINGTON
 PD1174  USGS QUAD   -  EASTPORT (1977)
 PD1174
 PD1174                         *CURRENT SURVEY CONTROL
 PD1174  ___________________________________________________________________
 PD1174* NAD 83(1996)-  44 54 16.79802(N)    066 58 58.23424(W)     ADJUSTED  
 PD1174* NAVD 88     -         5.0    (meters)      16.     (feet)  GPS OBS   
 PD1174  ___________________________________________________________________
 PD1174  X           -   1,769,330.469 (meters)                     COMP
 PD1174  Y           -  -4,164,813.449 (meters)                     COMP
 PD1174  Z           -   4,479,838.330 (meters)                     COMP
 PD1174  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 PD1174  ELLIP HEIGHT-         -17.54  (meters)          (01/08/02) GPS OBS
 PD1174  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 PD1174
 PD1174  HORZ ORDER  -  B
 PD1174  ELLP ORDER  -  FOURTH    CLASS II
 PD1174
 PD1174.The horizontal coordinates were established by GPS observations
 PD1174.and adjusted by the National Geodetic Survey in July 1997..
 PD1174
 PD1174.The orthometric height was determined by GPS observations and a
 PD1174.high-resolution geoid model.
 PD1174
 PD1174.This Tidal Bench Mark is designated as VM 6448
 PD1174.by the Center for Operational Oceanographic Products and Services.
 PD1174
 PD1174.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PD1174
 PD1174.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1174
 PD1174.The ellipsoidal height was determined by GPS observations
 PD1174.and is referenced to NAD 83.
 PD1174
 PD1174.The geoid height was determined by GEOID03.
 PD1174
 PD1174;                    North         East     Units Scale Factor Converg.
 PD1174;SPC ME E     -   138,669.951   419,809.331   MT  1.00007645   +1 04 16.1
 PD1174;UTM  19      - 4,974,339.388   659,246.418   MT  0.99991184   +1 25 27.4
 PD1174
 PD1174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD1174!SPC ME E     -   1.00000275  x   1.00007645  =   1.00007920
 PD1174!UTM  19      -   1.00000275  x   0.99991184  =   0.99991459
 PD1174
 PD1174|---------------------------------------------------------------------|
 PD1174| PID    Reference Object                     Distance      Geod. Az  |
 PD1174|                                                           dddmmss.s |
 PD1174| PD1179 EASTPORT                             56.694 METERS 25321     |
 PD1174|---------------------------------------------------------------------|
 PD1174
 PD1174                          SUPERSEDED SURVEY CONTROL
 PD1174
 PD1174  ELLIP H (07/24/97)  -17.56   (m)                       GP(       ) 1 1
 PD1174  NAD 83(1992)-  44 54 16.79492(N)    066 58 58.23321(W) AD(       ) B
 PD1174  ELLIP H (04/16/93)  -17.51   (m)                       GP(       ) 4 1
 PD1174  NAD 83(1986)-  44 54 16.79921(N)    066 58 58.24669(W) AD(       ) 1
 PD1174  NGVD 29 (07/20/87)    5.2    (m)           17.     (f) GPS OBS        
 PD1174
 PD1174.Superseded values are not recommended for survey control.
 PD1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1174.See file dsdata.txt to determine how the superseded data were derived.
 PD1174
 PD1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5924674339(NAD 83)
 PD1174_MARKER: DJ = TIDAL STATION DISK
 PD1174_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PD1174_SP_SET: CONCRETE PIER CAP
 PD1174_STAMPING: 851 9208
 PD1174_MARK LOGO: NOS   
 PD1174_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD1174_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PD1174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PD1174+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2000
 PD1174
 PD1174  HISTORY     - Date     Condition        Report By
 PD1174  HISTORY     - 1986     MONUMENTED       NGS
 PD1174  HISTORY     - 1986     GOOD             NOS
 PD1174  HISTORY     - 19920625 GOOD             NGS
 PD1174  HISTORY     - 20000415 GOOD             NGS
 PD1174
 PD1174                          STATION DESCRIPTION
 PD1174
 PD1174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (REP)
 PD1174'THE STATION IS LOCATED ABOUT 0.1 KM (0.05 MI)
 PD1174'EAST OF WATER STREET AT THE EAST END OF THE CITY PIER IN EASTPORT,
 PD1174'MAINE.
 PD1174'OWNERSHIP--CITY OF EASTPORT, CITY MANAGER, BILL MATHEWS, 78 HIGH
 PD1174'STREET, EASTPORT ME 04631, PHONE NO 207-853-2300.
 PD1174'
 PD1174'TO REACH THE STATION FROM THE INTERSECTION OF WASHINGTON AND WATER
 PD1174'STREETS AT THE U.S. POST OFFICE IN EASTPORT, GO SOUTH ON WATER
 PD1174'STREET FOR 0.2 KM (0.1 MI) TO THE PIER ON THE LEFT, TURN LEFT AND
 PD1174'GO EAST FOR 0.1 KM (0.05 MI) TO THE END OF THE PIER AND THE STATION.
 PD1174'
 PD1174'THE STATION IS A STANDARD NOS DISK
 PD1174'STAMPED---851-9208---,
 PD1174'SET INTO THE CONCRETE DECK OF THE PIER, LOCATED
 PD1174'8.5 METERS (27.9 FT) NORTHEAST FROM THE NORTHEAST CORNER OF THE
 PD1174'TIDE GAGE BUILDING,
 PD1174'1.22 METERS (4.0 FT) WEST FROM THE EAST END OF THE PIER AND
 PD1174'0.91 METERS (3.0 FT) NORTH FROM THE CENTER OF THE PIER.
 PD1174'
 PD1174'SOUTHEAST MAINE SUBSIDENCE NETWORK, AUGUST 1986.
 PD1174'
 PD1174'THIS SITE SUITABLE FOR GPS SURVEYS.
 PD1174'
 PD1174'DESCRIBED BY G.S. HART.
 PD1174
 PD1174                          STATION RECOVERY (1986)
 PD1174
 PD1174'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1986
 PD1174'RECOVERED IN GOOD CONDITION.
 PD1174
 PD1174                          STATION RECOVERY (1992)
 PD1174
 PD1174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 PD1174'THE STATION IS LOCATED ABOUT 60 KM (37.30 MI) NORTHEAST OF MACHIAS, 51
 PD1174'KM (31.70 MI) SOUTH-SOUTHEAST OF CALAIS, AND IN THE TOWN OF EASTPORT,
 PD1174'IN THE END OF THE CITY PIER.  OWNERSHIP--CITY OF EASTPORT, CITY
 PD1174'MANAGER ROSEMARY KOLOW, 78 HIGH STREET, EASTPORT ME 04361, PHONE
 PD1174'207-853-2300.
 PD1174'TO REACH THE STATION FROM THE INTERSECTION OF WASHINGTON AND WATER
 PD1174'STREETS AT THE U.S. POST OFFICE IN EASTPORT, GO SOUTH ON WATER STREET
 PD1174'FOR 0.2 KM (0.10 MI) TO THE PIER ON THE LEFT.  TURN LEFT AND GO ABOUT
 PD1174'350 M (1148.3 FT) ACROSS A WOODEN BRIDGE TO THE END OF THE PIER AND
 PD1174'THE STATION.
 PD1174'LOCATED 8.4 M (27.6 FT) NORTHEAST FROM THE NORTHEAST CORNER OF THE
 PD1174'NOAA TIDE GAUGE STATION, 0.9 M (3.0 FT) WEST FROM THE END OF THE PIER
 PD1174'AND 0.8 M (2.6 FT) NORTHWEST FROM A METAL LADDER LEADING DOWN TO THE
 PD1174'WATER.  NOTE--FISHING NET MAY BE ON END OF PIER, CALL IN ADVANCE.
 PD1174
 PD1174                          STATION RECOVERY (2000)
 PD1174
 PD1174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 PD1174'THE STATION IS LOCATED IN EASTPORT, AT THE EAST END OF THE MUNICIPAL
 PD1174'PIER, ABOUT 0.16 KM (0.10 MI) SOUTH OF THE US POST OFFICE AT THE
 PD1174'JUNCTION OF WASHINGTON AND WATER STREET.  OWNERSHIP--CITY OF EASTPORT,
 PD1174'CITY HALL, 78 HIGH STREET, EASTPORT ME 04316, PHONE 207-853-2300.  TO
 PD1174'REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 1 AND STATE HIGHWAY
 PD1174'190 IN PERRY, GO SOUTHEAST AND EASTERLY ON HIGHWAY 190 FOR 11.59 KM
 PD1174'(7.20 MI) TO THE US POST OFFICE ON THE LEFT IN EASTPORT.  TURN RIGHT,
 PD1174'SOUTH ON WATER STREET FOR 0.16 KM (0.10 MI) TO THE MUNICIPAL PIER ON
 PD1174'THE LEFT.  TURN LEFT, SOUTH ONTO THE WOODEN PORTION OF THE PIER FOR
 PD1174'ABOUT 38.1 M (125.0 FT).  CONTINUE AHEAD, EAST ON THE CONCRETE PORTION
 PD1174'OF THE PIER FOR ABOUT 0.08 KM (0.05 MI) TO THE END OF THE PIER AND THE
 PD1174'STATION.  THE STATION IS SET IN A DRILL HOLE IN THE CONCRETE PIER CAP
 PD1174'AT THE EAST END OF THE PIER. LOCATED 8.4 M (27.6 FT) NORTHEAST OF THE
 PD1174'NORTHEAST CORNER OF THE NOAA TIDE GAGE HOUSE, 0.9 M (3.0 FT) WEST OF
 PD1174'THE EAST END OF THE PIER AND 0.8 M (2.6 FT) NORTHWEST OF A METAL
 PD1174'LADDER LEADING DOWN TO THE WATER FOR BOAT ACCESS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0039 ***********************************************************************
 PD0039  DESIGNATION -  86
 PD0039  PID         -  PD0039
 PD0039  STATE/COUNTY-  ME/WASHINGTON
 PD0039  USGS QUAD   -  PEMBROKE (1977)
 PD0039
 PD0039                         *CURRENT SURVEY CONTROL
 PD0039  ___________________________________________________________________
 PD0039* NAD 83(1986)-  44 53 49.     (N)    067 13 22.     (W)     SCALED    
 PD0039* NAVD 88     -        26.328  (meters)      86.38   (feet)  ADJUSTED  
 PD0039  ___________________________________________________________________
 PD0039  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 PD0039  DYNAMIC HT  -          26.328 (meters)      86.38  (feet)  COMP
 PD0039  MODELED GRAV-     980,607.5   (mgal)                       NAVD 88
 PD0039
 PD0039  VERT ORDER  -  FIRST     CLASS II
 PD0039
 PD0039.The horizontal coordinates were scaled from a topographic map and have
 PD0039.an estimated accuracy of +/- 6 seconds.
 PD0039
 PD0039.The orthometric height was determined by differential leveling
 PD0039.and adjusted by the National Geodetic Survey in June 1991..
 PD0039
 PD0039.The geoid height was determined by GEOID03.
 PD0039
 PD0039.The dynamic height is computed by dividing the NAVD 88
 PD0039.geopotential number by the normal gravity value computed on the
 PD0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0039.degrees latitude (g = 980.6199 gals.).
 PD0039
 PD0039.The modeled gravity was interpolated from observed gravity values.
 PD0039
 PD0039;                    North         East    Units  Estimated Accuracy
 PD0039;SPC ME E     -   137,490.      400,880.      MT  (+/- 180 meters Scaled)
 PD0039
 PD0039                          SUPERSEDED SURVEY CONTROL
 PD0039
 PD0039  NGVD 29 (??/??/92)   26.529  (m)           87.04   (f) ADJ UNCH    1 2
 PD0039
 PD0039.Superseded values are not recommended for survey control.
 PD0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0039.See file dsdata.txt to determine how the superseded data were derived.
 PD0039
 PD0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK403730(NAD 83)
 PD0039_MARKER: DB = BENCH MARK DISK
 PD0039_SETTING: 66 = SET IN ROCK OUTCROP
 PD0039_SP_SET: ROCK OUTCROP
 PD0039_STAMPING: 86 1907
 PD0039_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0039+STABILITY: POSITION/ELEVATION WELL
 PD0039
 PD0039  HISTORY     - Date     Condition        Report By
 PD0039  HISTORY     - 1907     MONUMENTED       USGS
 PD0039  HISTORY     - 1953     GOOD             NGS
 PD0039
 PD0039                          STATION DESCRIPTION
 PD0039
 PD0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 PD0039'AT DENNYSVILLE.
 PD0039'AT DENNYSVILLE, ABOUT 0.8 MILE SOUTH ALONG U.S. HIGHWAY 1 FROM
 PD0039'THE GRADE SCHOOL, ABOUT 0.4 MILE SOUTHEAST OF CIVIL WAR MEMORIAL,
 PD0039'AT THE TOP OF A HILL, IN THE TOP OF A ROCK OUTCROP PROJECTING
 PD0039'ABOUT 3 FEET ABOVE GROUND, 25 FEET SOUTH OF CENTER LINE OF
 PD0039'HIGHWAY, 61 FEET EAST OF CENTER LINE OF A COUNTY ROAD LEADING
 PD0039'SOUTH, ABOUT 2 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0010 ***********************************************************************
 QF0010  DESIGNATION -  87+610 MCRR
 QF0010  PID         -  QF0010
 QF0010  STATE/COUNTY-  ME/WASHINGTON
 QF0010  USGS QUAD   -  MEDDYBEMPS LAKE EAST (1987)
 QF0010
 QF0010                         *CURRENT SURVEY CONTROL
 QF0010  ___________________________________________________________________
 QF0010* NAD 83(1986)-  45 02 17.     (N)    067 15 04.     (W)     SCALED    
 QF0010* NAVD 88     -        38.027  (meters)     124.76   (feet)  ADJUSTED  
 QF0010  ___________________________________________________________________
 QF0010  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 QF0010  DYNAMIC HT  -          38.026 (meters)     124.76  (feet)  COMP
 QF0010  MODELED GRAV-     980,608.4   (mgal)                       NAVD 88
 QF0010
 QF0010  VERT ORDER  -  FIRST     CLASS I
 QF0010
 QF0010.The horizontal coordinates were scaled from a topographic map and have
 QF0010.an estimated accuracy of +/- 6 seconds.
 QF0010
 QF0010.The orthometric height was determined by differential leveling
 QF0010.and adjusted by the National Geodetic Survey in June 1991..
 QF0010.WARNING-Repeat measurements at this control monument indicate possible
 QF0010.vertical movement.
 QF0010
 QF0010.The geoid height was determined by GEOID03.
 QF0010
 QF0010.The dynamic height is computed by dividing the NAVD 88
 QF0010.geopotential number by the normal gravity value computed on the
 QF0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0010.degrees latitude (g = 980.6199 gals.).
 QF0010
 QF0010.The modeled gravity was interpolated from observed gravity values.
 QF0010
 QF0010;                    North         East    Units  Estimated Accuracy
 QF0010;SPC ME E     -   153,130.      398,400.      MT  (+/- 180 meters Scaled)
 QF0010
 QF0010                          SUPERSEDED SURVEY CONTROL
 QF0010
 QF0010  NGVD 29 (??/??/92)   38.23   (m)          125.4    (f) COMPUTED    1 1
 QF0010
 QF0010.Superseded values are not recommended for survey control.
 QF0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0010.See file dsdata.txt to determine how the superseded data were derived.
 QF0010
 QF0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK377886(NAD 83)
 QF0010_MARKER: Z = SEE DESCRIPTION
 QF0010_SETTING: 80 = SET IN A BOULDER
 QF0010_SP_SET: BOULDER
 QF0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0010+STABILITY: SURFACE MOTION
 QF0010
 QF0010  HISTORY     - Date     Condition        Report By
 QF0010  HISTORY     - UNK      MONUMENTED       MCRR
 QF0010  HISTORY     - 1953     GOOD             NGS
 QF0010  HISTORY     - 1966     GOOD             NGS
 QF0010  HISTORY     - 1978     GOOD             DMA
 QF0010
 QF0010                          STATION DESCRIPTION
 QF0010
 QF0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 QF0010'1.1 MI N FROM CHARLOTTE.
 QF0010'1.1 MILES NORTH ALONG THE MAINE CENTRAL RAILROAD FROM THE ROAD
 QF0010'CROSSING AT CHARLOTTE, THE HIGHEST POINT ON A SURFACE BOULDER
 QF0010'ABOUT 7 BY 5 FEET AND PROJECTING 3 FEET, ABOUT 0.4 MILE NORTH
 QF0010'OF MILE POST C-12-P 258, 11 FEET EAST OF EAST RAIL AND ABOUT
 QF0010'3 FEET ABOVE LEVEL OF TRACK.
 QF0010
 QF0010                          STATION RECOVERY (1966)
 QF0010
 QF0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 QF0010'RECOVERED IN GOOD CONDITION.
 QF0010
 QF0010                          STATION RECOVERY (1978)
 QF0010
 QF0010'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 QF0010'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0214 ***********************************************************************
 PF0214  DESIGNATION -  881.1
 PF0214  PID         -  PF0214
 PF0214  STATE/COUNTY-  ME/OXFORD
 PF0214  USGS QUAD   -  SPECKLED MOUNTAIN (1970)
 PF0214
 PF0214                         *CURRENT SURVEY CONTROL
 PF0214  ___________________________________________________________________
 PF0214* NAD 83(1986)-  44 20 38.     (N)    070 58 49.     (W)     SCALED    
 PF0214* NAVD 88     -       268.43   (+/-2cm)     880.7    (feet)  VERTCON   
 PF0214  ___________________________________________________________________
 PF0214  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 PF0214
 PF0214  VERT ORDER  -  ? (See Below)
 PF0214
 PF0214.The horizontal coordinates were scaled from a topographic map and have
 PF0214.an estimated accuracy of +/- 6 seconds.
 PF0214
 PF0214.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF0214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF0214.The vertical order pertains to the NGVD 29 superseded value.
 PF0214
 PF0214.The geoid height was determined by GEOID03.
 PF0214
 PF0214;                    North         East    Units  Estimated Accuracy
 PF0214;SPC ME W     -   168,150.      835,120.      MT  (+/- 180 meters Scaled)
 PF0214
 PF0214                          SUPERSEDED SURVEY CONTROL
 PF0214
 PF0214  NGVD 29 (??/??/92)  268.555  (m)          881.08   (f) ADJ UNCH    ?  
 PF0214
 PF0214.Superseded values are not recommended for survey control.
 PF0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0214.See file dsdata.txt to determine how the superseded data were derived.
 PF0214
 PF0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK421119(NAD 83)
 PF0214_MARKER: N = NAIL
 PF0214_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PF0214_SP_SET: ABUTMENT
 PF0214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0214_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PF0214+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2004
 PF0214
 PF0214  HISTORY     - Date     Condition        Report By
 PF0214  HISTORY     - UNK      MONUMENTED       USGS
 PF0214  HISTORY     - 1942     GOOD             NGS
 PF0214  HISTORY     - 1976     GOOD             NGS
 PF0214  HISTORY     - 20041001 GOOD             GEOCAC
 PF0214
 PF0214                          STATION DESCRIPTION
 PF0214
 PF0214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PF0214'4 MI S FROM GILEAD.
 PF0214'ABOUT 4.0 MILES SOUTH ALONG THE EVANS NOTCH ROAD FROM THE JUNCTION
 PF0214'OF U.S. HIGHWAY 2 AT GILEAD, OXFORD COUNTY, ABOUT 1.0 MILE SOUTHEAST
 PF0214'OF THE ROAD JUNCTION AT HASTINGS, AT A CONCRETE BRIDGE OVER
 PF0214'MORRISON BROOK, IN THE NORTHWEST ABUTMENT, AND IN THE TOP OF
 PF0214'THE NORTHEAST WING WALL.  A UNITED STATES GEOLOGICAL SURVEY
 PF0214'STANDARD COPPER NAIL AND WASHER.
 PF0214
 PF0214                          STATION RECOVERY (1976)
 PF0214
 PF0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 PF0214'RECOVERED IN GOOD CONDITION.
 PF0214
 PF0214                          STATION RECOVERY (2004)
 PF0214
 PF0214'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 PF0214'RECOVERED IN GOOD CONDITION AT THE DESCRIBED LOCATION. JOHN K. SNYDER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0038 ***********************************************************************
 PF0038  DESIGNATION -  888.9
 PF0038  PID         -  PF0038
 PF0038  STATE/COUNTY-  ME/FRANKLIN
 PF0038  USGS QUAD   -  REDINGTON (1984)
 PF0038
 PF0038                         *CURRENT SURVEY CONTROL
 PF0038  ___________________________________________________________________
 PF0038* NAD 83(1986)-  44 52 40.     (N)    070 24 27.     (W)     SCALED    
 PF0038* NAVD 88     -       270.91   (+/-2cm)     888.8    (feet)  VERTCON   
 PF0038  ___________________________________________________________________
 PF0038  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 PF0038
 PF0038  VERT ORDER  -  ? (See Below)
 PF0038
 PF0038.The horizontal coordinates were scaled from a topographic map and have
 PF0038.an estimated accuracy of +/- 6 seconds.
 PF0038
 PF0038.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF0038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF0038.The vertical order pertains to the NGVD 29 superseded value.
 PF0038
 PF0038.The geoid height was determined by GEOID03.
 PF0038
 PF0038;                    North         East    Units  Estimated Accuracy
 PF0038;SPC ME W     -   227,180.      880,970.      MT  (+/- 180 meters Scaled)
 PF0038
 PF0038                          SUPERSEDED SURVEY CONTROL
 PF0038
 PF0038  NGVD 29 (??/??/92)  271.044  (m)          889.25   (f) ADJ UNCH    ?  
 PF0038
 PF0038.Superseded values are not recommended for survey control.
 PF0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0038.See file dsdata.txt to determine how the superseded data were derived.
 PF0038
 PF0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK888703(NAD 83)
 PF0038_MARKER: DD = SURVEY DISK
 PF0038_SETTING: 66 = SET IN ROCK OUTCROP
 PF0038_SP_SET: ROCK LEDGE
 PF0038_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PF0038+STABILITY: POSITION/ELEVATION WELL
 PF0038
 PF0038  HISTORY     - Date     Condition        Report By
 PF0038  HISTORY     - UNK      MONUMENTED       USGS
 PF0038  HISTORY     - 1933     GOOD             NGS
 PF0038  HISTORY     - 1934     GOOD             NGS
 PF0038
 PF0038                          STATION DESCRIPTION
 PF0038
 PF0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PF0038'1.2 MI S FROM REEDS.
 PF0038'1.2 MILES SOUTH ALONG THE OLD ROADBED OF THE ABANDONED SANDY
 PF0038'RIVER AND RANGELEY LAKES RAILROAD FROM REEDS, FRANKLIN COUNTY,
 PF0038'MIDWAY BETWEEN TWO POLES ON THE NORTH SIDE OF THE ROADBED, 14
 PF0038'FEET SOUTH OF THE CENTER LINE OF THE ROADBED, IN THE WEST POINT
 PF0038'OF A LARGE LEDGE, AND LEVEL WITH THE ROADBED.  A DRILL HOLE.
 PF0038'NOTE-- THE PAINTING IS SO WORN THAT IT IS IMPOSSIBLE TO READ
 PF0038'THE MARKING.
 PF0038
 PF0038                          STATION RECOVERY (1934)
 PF0038
 PF0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PF0038'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0165 ***********************************************************************
 PD0165  DESIGNATION -  89 MCRR
 PD0165  PID         -  PD0165
 PD0165  STATE/COUNTY-  ME/WASHINGTON
 PD0165  USGS QUAD   -  PORCUPINE MOUNTAIN (1987)
 PD0165
 PD0165                         *CURRENT SURVEY CONTROL
 PD0165  ___________________________________________________________________
 PD0165* NAD 83(1986)-  44 52 38.     (N)    067 17 27.     (W)     SCALED    
 PD0165* NAVD 88     -        26.945  (meters)      88.40   (feet)  ADJUSTED  
 PD0165  ___________________________________________________________________
 PD0165  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 PD0165  DYNAMIC HT  -          26.944 (meters)      88.40  (feet)  COMP
 PD0165  MODELED GRAV-     980,595.3   (mgal)                       NAVD 88
 PD0165
 PD0165  VERT ORDER  -  FIRST     CLASS I
 PD0165
 PD0165.The horizontal coordinates were scaled from a topographic map and have
 PD0165.an estimated accuracy of +/- 6 seconds.
 PD0165
 PD0165.The orthometric height was determined by differential leveling
 PD0165.and adjusted by the National Geodetic Survey in June 1991..
 PD0165.WARNING-Repeat measurements at this control monument indicate possible
 PD0165.vertical movement.
 PD0165
 PD0165.The geoid height was determined by GEOID03.
 PD0165
 PD0165.The dynamic height is computed by dividing the NAVD 88
 PD0165.geopotential number by the normal gravity value computed on the
 PD0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0165.degrees latitude (g = 980.6199 gals.).
 PD0165
 PD0165.The modeled gravity was interpolated from observed gravity values.
 PD0165
 PD0165;                    North         East    Units  Estimated Accuracy
 PD0165;SPC ME E     -   135,210.      395,530.      MT  (+/- 180 meters Scaled)
 PD0165
 PD0165                          SUPERSEDED SURVEY CONTROL
 PD0165
 PD0165  NGVD 29 (??/??/92)   27.148  (m)           89.07   (f) ADJ UNCH    1 1
 PD0165
 PD0165.Superseded values are not recommended for survey control.
 PD0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0165.See file dsdata.txt to determine how the superseded data were derived.
 PD0165
 PD0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK349707(NAD 83)
 PD0165_MARKER: B = BOLT
 PD0165_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PD0165_SP_SET: BRIDGE
 PD0165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PD0165
 PD0165  HISTORY     - Date     Condition        Report By
 PD0165  HISTORY     - UNK      MONUMENTED       MCRR
 PD0165  HISTORY     - 1966     GOOD             NGS
 PD0165  HISTORY     - 1978     GOOD             DMA
 PD0165
 PD0165                          STATION DESCRIPTION
 PD0165
 PD0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PD0165'2.8 MI SW FROM DENNYSVILLE.
 PD0165'2.75 MILES SOUTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM
 PD0165'THE CROSSING OF STATE HIGHWAY 86 AT DENNYSVILLE, ON THE NORTH
 PD0165'SIDE OF EAST END OF NORTH STEEL GIRDER OF RAILROAD BRIDGE 244.62
 PD0165'OVER CATHANCE STREAM 5.5 FEET NORTH OF THE NORTH RAIL, AND ABOUT
 PD0165'4 1/2 FEET BELOW THE LEVEL OF THE TRACK.
 PD0165
 PD0165                          STATION RECOVERY (1978)
 PD0165
 PD0165'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PD0165'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0327 ***********************************************************************
 PE0327  DESIGNATION -  89 USGS RESET 1958
 PE0327  PID         -  PE0327
 PE0327  STATE/COUNTY-  ME/HANCOCK
 PE0327  USGS QUAD   -  NEWBURY NECK (1981)
 PE0327
 PE0327                         *CURRENT SURVEY CONTROL
 PE0327  ___________________________________________________________________
 PE0327* NAD 83(1986)-  44 29 48.     (N)    068 29 40.     (W)     SCALED    
 PE0327* NAVD 88     -        26.352  (meters)      86.46   (feet)  ADJUSTED  
 PE0327  ___________________________________________________________________
 PE0327  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 PE0327  DYNAMIC HT  -          26.351 (meters)      86.45  (feet)  COMP
 PE0327  MODELED GRAV-     980,551.6   (mgal)                       NAVD 88
 PE0327
 PE0327  VERT ORDER  -  SECOND    CLASS 0
 PE0327
 PE0327.The horizontal coordinates were scaled from a topographic map and have
 PE0327.an estimated accuracy of +/- 6 seconds.
 PE0327
 PE0327.The orthometric height was determined by differential leveling
 PE0327.and adjusted by the National Geodetic Survey in June 1991..
 PE0327
 PE0327.The geoid height was determined by GEOID03.
 PE0327
 PE0327.The dynamic height is computed by dividing the NAVD 88
 PE0327.geopotential number by the normal gravity value computed on the
 PE0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0327.degrees latitude (g = 980.6199 gals.).
 PE0327
 PE0327.The modeled gravity was interpolated from observed gravity values.
 PE0327
 PE0327;                    North         East    Units  Estimated Accuracy
 PE0327;SPC ME E     -    92,220.      300,440.      MT  (+/- 180 meters Scaled)
 PE0327
 PE0327                          SUPERSEDED SURVEY CONTROL
 PE0327
 PE0327  NGVD 29 (??/??/92)   26.541  (m)           87.08   (f) ADJ UNCH    2 0
 PE0327
 PE0327.Superseded values are not recommended for survey control.
 PE0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0327.See file dsdata.txt to determine how the superseded data were derived.
 PE0327
 PE0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK401271(NAD 83)
 PE0327_MARKER: DD = SURVEY DISK
 PE0327_SETTING: 66 = SET IN ROCK OUTCROP
 PE0327_SP_SET: ROCK LEDGE
 PE0327_STAMPING: 89 BANGOR 1901 RESET 1958
 PE0327_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0327+STABILITY: POSITION/ELEVATION WELL
 PE0327
 PE0327  HISTORY     - Date     Condition        Report By
 PE0327  HISTORY     - 1958     MONUMENTED       USGS
 PE0327  HISTORY     - 1962     GOOD             NGS
 PE0327
 PE0327                          STATION DESCRIPTION
 PE0327
 PE0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PE0327'0.4 MI E FROM SURRY.
 PE0327'0.4 MILE EAST ALONG STATE HIGHWAY 172 FROM THE POST OFFICE AT
 PE0327'SURRY, SET ON TOP AND NEAR THE SOUTH END OF A ROCK LEDGE
 PE0327'PROJECTING OUT OF THE OLD ROAD BED AND DIRECTLY IN FRONT OF A
 PE0327'SMALL FRAME HOUSE, 60 FEET NORTH OF THE CENTER LINE OF THE
 PE0327'HIGHWAY, 110 FEET WEST OF THE CENTER LINE OF A DRIVEWAY, 24 FEET
 PE0327'SOUTHEAST OF POWER AND CABLE POLE NO. 197, AND ABOUT LEVEL WITH
 PE0327'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB2673 ***********************************************************************
 AB2673  SACS        -  This is a Secondary Airport Control Station.
 AB2673  DESIGNATION -  8B0 B
 AB2673  PID         -  AB2673
 AB2673  STATE/COUNTY-  ME/FRANKLIN
 AB2673  USGS QUAD   -  RANGELEY (1997)
 AB2673
 AB2673                         *CURRENT SURVEY CONTROL
 AB2673  ___________________________________________________________________
 AB2673* NAD 83(1996)-  44 59 28.06102(N)    070 39 49.10157(W)     ADJUSTED  
 AB2673* NAVD 88     -       554.59   (meters)    1819.5    (feet)  GPS OBS   
 AB2673  ___________________________________________________________________
 AB2673  X           -   1,496,189.038 (meters)                     COMP
 AB2673  Y           -  -4,263,769.036 (meters)                     COMP
 AB2673  Z           -   4,487,025.260 (meters)                     COMP
 AB2673  LAPLACE CORR-           3.52  (seconds)                    DEFLEC99
 AB2673  ELLIP HEIGHT-         529.11  (meters)          (01/07/02) GPS OBS
 AB2673  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 AB2673
 AB2673  HORZ ORDER  -  FIRST
 AB2673  ELLP ORDER  -  FIFTH     CLASS I
 AB2673
 AB2673.This mark is at Rangeley Municipal Airport (8B0)
 AB2673
 AB2673.The horizontal coordinates were established by GPS observations
 AB2673.and adjusted by the National Geodetic Survey in July 1997..
 AB2673
 AB2673.The orthometric height was determined by GPS observations and a
 AB2673.high-resolution geoid model.
 AB2673
 AB2673.GPS derived orthometric heights for airport stations designated as
 AB2673.PACS or SACS are published to 2 decimal places.  This maintains
 AB2673.centimeter relative accuracy between the PACS and SACS.  It does
 AB2673.not indicate centimeter accuracy relative to other marks which are
 AB2673.part of the NAVD 88 network.
 AB2673
 AB2673.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2673
 AB2673.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2673
 AB2673.The ellipsoidal height was determined by GPS observations
 AB2673.and is referenced to NAD 83.
 AB2673
 AB2673.The geoid height was determined by GEOID03.
 AB2673
 AB2673;                    North         East     Units Scale Factor Converg.
 AB2673;SPC ME W     -   239,865.897   860,810.537   MT  0.99998554   -0 21 04.9
 AB2673;UTM  19      - 4,983,311.081   368,859.506   MT  0.99981147   -1 10 34.9
 AB2673
 AB2673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2673!SPC ME W     -   0.99991705  x   0.99998554  =   0.99990259
 AB2673!UTM  19      -   0.99991705  x   0.99981147  =   0.99972854
 AB2673
 AB2673|---------------------------------------------------------------------|
 AB2673| PID    Reference Object                     Distance      Geod. Az  |
 AB2673|                                                           dddmmss.s |
 AB2673| PF1188 RANGELEY                            283.161 METERS 09724     |
 AB2673|---------------------------------------------------------------------|
 AB2673
 AB2673                          SUPERSEDED SURVEY CONTROL
 AB2673
 AB2673  ELLIP H (07/24/97)  529.13   (m)                       GP(       ) 1 1
 AB2673  NAD 83(1992)-  44 59 28.06089(N)    070 39 49.10081(W) AD(1995.00) 1
 AB2673  ELLIP H (04/19/96)  529.10   (m)                       GP(1995.00) 3 1
 AB2673
 AB2673.Superseded values are not recommended for survey control.
 AB2673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2673.See file dsdata.txt to determine how the superseded data were derived.
 AB2673
 AB2673_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK6886083311(NAD 83)
 AB2673_MARKER: DD = SURVEY DISK
 AB2673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2673_STAMPING: 8B0 B 1987
 AB2673_MARK LOGO: NOS   
 AB2673_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2673+STABILITY: SURFACE MOTION
 AB2673_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2673+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1996
 AB2673
 AB2673  HISTORY     - Date     Condition        Report By
 AB2673  HISTORY     - 1987     MONUMENTED       NOS
 AB2673  HISTORY     - 19870709 GOOD             NOS
 AB2673  HISTORY     - 19951007 GOOD             CHANCE
 AB2673  HISTORY     - 19960703 GOOD             NGS
 AB2673  HISTORY     - 20060712 POOR             INDIV
 AB2673
 AB2673                          STATION DESCRIPTION
 AB2673
 AB2673'DESCRIBED BY NATIONAL OCEAN SERVICE 1987
 AB2673'THE STATION IS LOCATED AT MIDFIELD ON THE SOUTH SIDE OF RWY 14-32 THE
 AB2673'STATION IS 504 FT (153.6 M) NW OF A WINDSOCK, 63.2 FT (19.3 M) SW OF
 AB2673'THE 9TH RWY LIGHT (TAG NO. 15) NW OF RWY END 32, AND 204.3 FT (62.3 M)
 AB2673'SE OF THE 10TH RWY LIGHT (TAG NO. 16) NW OF RWY END 32.  THE STATION
 AB2673'IS A STANDARD NATIONAL OCEAN SERVICE DISK SET IN A CONCRETE POST FLUSH
 AB2673'WITH THE GROUND AND STAMPED 8B0 B 1987.
 AB2673
 AB2673                          STATION RECOVERY (1995)
 AB2673
 AB2673'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KB)
 AB2673'THE STATION IS LOCATED ABOUT 99.8 KM (62.00 MI) NORTHWEST OF AUGUSTA,
 AB2673'1.6 KM (1.00 MI) NORTHWEST OF RANGELY, AT THE RANGELEY MUNICIPAL
 AB2673'AIRPORT.  OWNERSHIP--CITY OF RANGELEY, CONTACT EDWARD BARRETT, TOWN
 AB2673'OFFICE, PHONE 207-864-3577  TO REACH THE STATION FROM THE JUNCTION OF
 AB2673'STATE ROUTE 16 AND STATE ROUTE 4 IN RANGELEY (MAIN ST) , GO WEST 0.8
 AB2673'KM (0.50 MI) ON STATE ROUTE 4 (16) TO A PAVED ROAD RIGHT.  TURN RIGHT
 AB2673'AND GO NORTH 2.6 KM (1.60 MI) ON KENNEBAGO ROAD TO A PAVED AIRPORT
 AB2673'ACCESS ROAD LEFT. TURN LEFT AND GO NORTHWEST 0.25 KM (0.15 MI) ON
 AB2673'PAVED AIRPORT ACCESS ROAD TO THE HANGARS AND PARKING APRON.  TURN LEFT
 AB2673'AND PROCEED SOUTHWEST ALONG APRON AND TAXIWAY TO RUNWAY 14-32.  TURN
 AB2673'RIGHT AND PROCEED NORTHWEST ALONG RUNWAY 14-32 APPROXIMATELY 250 M
 AB2673'(820.2 FT) TO THE STATION ON THE LEFT  THE STATION IS A STANDARD NOS
 AB2673'DISK SET IN THE TOP OF A CONCRETE MONUMENT THAT IS FLUSH WITH THE
 AB2673'GROUND SURFACE.  THE STATION IS LOCATED 153.6 M (503.9 FT) NORTHWEST
 AB2673'OF THE WINDSOCK, 19.3 M (63.3 FT) SOUTHWEST OF THE 9TH RUNWAY LIGHT
 AB2673'(TAG NO.  15) NORTHWEST OF THE SOUTHEAST END OF RUNWAY 14-32, AND
 AB2673'62.27 M (204.30 FT) SOUTHEAST OF THE 10TH RUNWAY LIGHT (TAG NO.  16)
 AB2673'NORTHWEST OF THE SOUTHEAST END OF RUNWAY 14-32  THIS STATION IS
 AB2673'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION (SACS) - MAINE ANA
 AB2673'SURVEYS 1995
 AB2673
 AB2673                          STATION RECOVERY (1996)
 AB2673
 AB2673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AB2673'THE STATION IS LOCATED ABOUT 99.8 KM (62.00 MI) NORTHWEST OF AUGUSTA,
 AB2673'1.6 KM (1.00 MI) NORTHWEST OF RANGELY, AT THE RANGELEY MUNICIPAL
 AB2673'AIRPORT.  OWNERSHIP--CITY OF RANGELEY, CONTACT -POSITION VACANT AT
 AB2673'THIS TIME - TOWN MANAGER, PHONE 207-864-3577.  TO REACH THE STATION
 AB2673'FROM THE JUNCTION OF STATE ROUTE 16 EAST AND STATE ROUTE 4 IN RANGELEY
 AB2673'(MAIN ST) , GO WEST 0.8 KM (0.50 MI) ON STATE ROUTE 4 TO A PAVED ROAD
 AB2673'RIGHT, TURN RIGHT AND GO NORTH FOR 2.6 KM (1.60 MI) ON KENNEBAGO ROAD
 AB2673'TO A PAVED AIRPORT ACCESS ROAD LEFT, TURN LEFT AND GO NORTHWEST 0.25
 AB2673'KM (0.15 MI) ON PAVED AIRPORT ACCESS ROAD TO THE HANGARS AND PARKING
 AB2673'APRON, TURN LEFT AND GO SOUTHWEST ON APRON AND TAXIWAY TO RUNWAY
 AB2673'14-32, TURN RIGHT AND GO NORTHWEST ON RUNWAY 14-32 FOR APPROXIMATELY
 AB2673'250 M (820.2 FT) TO THE STATION ON THE LEFT.  THE STATION IS A
 AB2673'STANDARD NOS DISK SET IN THE TOP OF A CONCRETE MONUMENT THAT IS FLUSH
 AB2673'WITH THE GROUND SURFACE, LOCATED 153.6 M (503.9 FT) NORTHWEST OF THE
 AB2673'WINDSOCK, 19.3 M (63.3 FT) SOUTHWEST OF THE 9TH RUNWAY LIGHT (TAG NO.
 AB2673'15) NORTHWEST OF THE SOUTHEAST END OF RUNWAY 14-32, AND 62.27 M
 AB2673'(204.30 FT) SOUTHEAST OF THE 10TH RUNWAY LIGHT (TAG NO.  16) NORTHWEST
 AB2673'OF THE SOUTHEAST END OF RUNWAY 14-32.  THIS IS A SECONDARY AIRPORT
 AB2673'CONTROL STATION.
 AB2673
 AB2673                          STATION RECOVERY (2006)
 AB2673
 AB2673'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (CBK)
 AB2673'THE CONCRETE MONUMENT THAT THE SURVEY DISK IS SET IN APPEARS DAMAGED
 AB2673'AND THE SURVEY DISK IS NOT LEVEL.  THE DISTANCE MEASURED, WITH A
 AB2673'SOKKIA SET3BII TOTAL STATION, FROM PF1188 TO THE MARK WAS 929.67, THE
 AB2673'NGS PUBLISHED DISTANCE IS 929.00.  THE CONCRETE MONUMENT THAT THE
 AB2673'SURVEY DISK IS SET IN APPEARS TO HAVE BEEN HIT BY A BULLDOSER.  ALSO
 AB2673'SOME OF THE SWING TIES TO THE MARK ARE NOT VALID, THE RUNWAY LIGHTS
 AB2673'HAVE CHANGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB2674 ***********************************************************************
 AB2674  SACS        -  This is a Secondary Airport Control Station.
 AB2674  DESIGNATION -  8B0 C
 AB2674  PID         -  AB2674
 AB2674  STATE/COUNTY-  ME/FRANKLIN
 AB2674  USGS QUAD   -  RANGELEY (1997)
 AB2674
 AB2674                         *CURRENT SURVEY CONTROL
 AB2674  ___________________________________________________________________
 AB2674* NAD 83(1996)-  44 59 37.60633(N)    070 40 04.13072(W)     ADJUSTED  
 AB2674* NAVD 88     -       553.88   (meters)    1817.2    (feet)  GPS OBS   
 AB2674  ___________________________________________________________________
 AB2674  X           -   1,495,809.225 (meters)                     COMP
 AB2674  Y           -  -4,263,680.975 (meters)                     COMP
 AB2674  Z           -   4,487,233.168 (meters)                     COMP
 AB2674  LAPLACE CORR-           3.86  (seconds)                    DEFLEC99
 AB2674  ELLIP HEIGHT-         528.41  (meters)          (01/07/02) GPS OBS
 AB2674  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 AB2674
 AB2674  HORZ ORDER  -  FIRST
 AB2674  ELLP ORDER  -  FIFTH     CLASS I
 AB2674
 AB2674.This mark is at Rangeley Municipal Airport (8B0)
 AB2674
 AB2674.The horizontal coordinates were established by GPS observations
 AB2674.and adjusted by the National Geodetic Survey in July 1997..
 AB2674
 AB2674.The orthometric height was determined by GPS observations and a
 AB2674.high-resolution geoid model.
 AB2674
 AB2674.GPS derived orthometric heights for airport stations designated as
 AB2674.PACS or SACS are published to 2 decimal places.  This maintains
 AB2674.centimeter relative accuracy between the PACS and SACS.  It does
 AB2674.not indicate centimeter accuracy relative to other marks which are
 AB2674.part of the NAVD 88 network.
 AB2674
 AB2674.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2674
 AB2674.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2674
 AB2674.The ellipsoidal height was determined by GPS observations
 AB2674.and is referenced to NAD 83.
 AB2674
 AB2674.The geoid height was determined by GEOID03.
 AB2674
 AB2674;                    North         East     Units Scale Factor Converg.
 AB2674;SPC ME W     -   240,162.578   860,483.153   MT  0.99998586   -0 21 15.6
 AB2674;UTM  19      - 4,983,612.392   368,536.483   MT  0.99981251   -1 10 45.7
 AB2674
 AB2674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2674!SPC ME W     -   0.99991716  x   0.99998586  =   0.99990302
 AB2674!UTM  19      -   0.99991716  x   0.99981251  =   0.99972968
 AB2674
 AB2674                          SUPERSEDED SURVEY CONTROL
 AB2674
 AB2674  ELLIP H (07/24/97)  528.43   (m)                       GP(       ) 1 1
 AB2674  NAD 83(1992)-  44 59 37.60620(N)    070 40 04.12996(W) AD(1995.00) 1
 AB2674  ELLIP H (04/19/96)  528.40   (m)                       GP(1995.00) 3 1
 AB2674
 AB2674.Superseded values are not recommended for survey control.
 AB2674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2674.See file dsdata.txt to determine how the superseded data were derived.
 AB2674
 AB2674_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK6853683612(NAD 83)
 AB2674_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2674_SETTING: 80 = SET IN A BOULDER
 AB2674_STAMPING: 8B0 C 1995
 AB2674_MARK LOGO: NGS   
 AB2674_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2674+STABILITY: SURFACE MOTION
 AB2674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2674+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1996
 AB2674
 AB2674  HISTORY     - Date     Condition        Report By
 AB2674  HISTORY     - 1995     MONUMENTED       CHANCE
 AB2674  HISTORY     - 19960703 GOOD             NGS
 AB2674
 AB2674                          STATION DESCRIPTION
 AB2674
 AB2674'DESCRIBED BY JE CHANCE AND ASSOCIATES 1995 (CL)
 AB2674'THE STATION IS LOCATED ABOUT 99.8 KM (62.00 MI) NORTHWEST OF AUGUSTA,
 AB2674'1.6 KM (1.00 MI) NORTHWEST OF RANGELY, AT THE RANGELEY MUNICIPAL
 AB2674'AIRPORT.  OWNERSHIP--CITY OF RANGELEY, CONTACT EDWARD BARRETT, TOWN
 AB2674'OFFICE, PHONE 207-864-3577  TO REACH THE STATION FROM THE JUNCTION OF
 AB2674'STATE ROUTE 16 AND STATE ROUTE 4 IN RANGELEY (MAIN ST) , GO WEST 0.8
 AB2674'KM (0.50 MI) ON STATE ROUTE 4 (16) TO A PAVED ROAD RIGHT.  TURN RIGHT
 AB2674'AND GO NORTH 2.6 KM (1.60 MI) ON KENNEBAGO ROAD TO A PAVED AIRPORT
 AB2674'ACCESS ROAD LEFT. TURN LEFT AND GO NORTHWEST 0.25 KM (0.15 MI) ON
 AB2674'PAVED AIRPORT ACCESS ROAD TO THE HANGARS AND PARKING APRON.  TURN LEFT
 AB2674'AND PROCEED SOUTHWEST ALONG APRON AND TAXIWAY TO RUNWAY 14-32.  TURN
 AB2674'RIGHT AND PROCEED NORTHWEST ALONG RUNWAY 14-32 FOR APPROXIMATELY 650 M
 AB2674'(2132.5 FT) TO THE END OF THE RUNWAY AND THE STATION ON THE RIGHT IN A
 AB2674'PARTIALLY EXPOSED BOULDER  THE STATION IS A STANDARD NGS DISK SET
 AB2674'FLUSH IN A 2.0M BY 1.0M BOULDER PROTRUDING 0.4 M (1.3 FT) ABOVE THE
 AB2674'GROUND SURFACE.  THE STATION IS LOCATED 39.94 M (131.04 FT) NORTH OF
 AB2674'THE NORTHEASTERNMOST THRESHOLD LIGHT FOR RUNWAY 14-32, 54.62 M (179.20
 AB2674'FT) NORTH-NORTHEAST OF THE CENTERLINE END OF RUNWAY 14-32, 53.41 M
 AB2674'(175.23 FT) EAST OF A MONITORING WELL NORTH OF RUNWAY, 84.11 M (275.95
 AB2674'FT) NORTHWEST OF THE LAST RUNWAY LIGHT ON THE EAST SIDE OF RUNWAY
 AB2674'14-32, AND 1.0 M (3.3 FT) SOUTH OF A CARSONITE WITNESS POST  THIS
 AB2674'STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION (SACS) -
 AB2674'MAINE ANA SURVEYS 1995
 AB2674
 AB2674                          STATION RECOVERY (1996)
 AB2674
 AB2674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AB2674'THE STATION IS LOCATED ABOUT 99.8 KM (62.00 MI) NORTHWEST OF AUGUSTA,
 AB2674'1.6 KM (1.00 MI) NORTHWEST OF RANGELY, AT THE RANGELEY MUNICIPAL
 AB2674'AIRPORT.  OWNERSHIP--CITY OF RANGELEY, CONTACT --POSITION VACANT AT
 AB2674'THIS TIME - TOWN MANAGER, PHONE 207-864-3577.  TO REACH THE STATION
 AB2674'FROM THE JUNCTION OF STATE ROUTE 16 EAST AND STATE ROUTE 4 IN RANGELEY
 AB2674'(MAIN ST) , GO WEST 0.8 KM (0.50 MI) ON STATE ROUTE 4 TO A PAVED ROAD
 AB2674'RIGHT, TURN RIGHT AND GO NORTH 2.6 KM (1.60 MI) ON KENNEBAGO ROAD TO A
 AB2674'PAVED AIRPORT ACCESS ROAD LEFT, TURN LEFT AND GO NORTHWEST 0.25 KM
 AB2674'(0.15 MI) ON PAVED AIRPORT ACCESS ROAD TO THE HANGARS AND PARKING
 AB2674'APRON, TURN LEFT AND PROCEED SOUTHWEST ALONG APRON AND TAXIWAY TO
 AB2674'RUNWAY 14-32, TURN RIGHT AND PROCEED NORTHWEST ALONG RUNWAY 14-32 FOR
 AB2674'APPROXIMATELY 650 M (2132.5 FT) TO THE END OF THE RUNWAY PAVEMENT AND
 AB2674'THE STATION ON THE RIGHT.  THE STATION IS A STANDARD NGS DISK SET
 AB2674'FLUSH IN A 2.0 M (6.6 FT) BY 1.0 M (3.3 FT) BOULDER PROTRUDING 0.4 M
 AB2674'(1.3 FT) ABOVE THE GROUND, LOCATED 39.94 M (131.04 FT) NORTH OF THE
 AB2674'NORTHEASTERNMOST THRESHOLD LIGHT FOR RUNWAY 14-32, 54.62 M (179.20 FT)
 AB2674'NORTH-NORTHEAST OF THE CENTERLINE END OF RUNWAY 14-32, 53.41 M (175.23
 AB2674'FT) EAST OF A MONITORING WELL NORTH OF RUNWAY, 84.11 M (275.95 FT)
 AB2674'NORTHWEST OF THE LAST RUNWAY LIGHT ON THE EAST SIDE OF RUNWAY 14-32,
 AB2674'AND 1.0 M (3.3 FT) SOUTH OF A WITNESS POST.  THIS STATION IS A
 AB2674'SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0024 ***********************************************************************
 OC0024  DESIGNATION -  9 C OF P
 OC0024  PID         -  OC0024
 OC0024  STATE/COUNTY-  ME/CUMBERLAND
 OC0024  USGS QUAD   -  PORTLAND WEST (1978)
 OC0024
 OC0024                         *CURRENT SURVEY CONTROL
 OC0024  ___________________________________________________________________
 OC0024* NAD 83(1986)-  43 40 24.     (N)    070 17 08.     (W)     SCALED    
 OC0024* NAVD 88     -        20.358  (meters)      66.79   (feet)  ADJUSTED  
 OC0024  ___________________________________________________________________
 OC0024  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 OC0024  DYNAMIC HT  -          20.355 (meters)      66.78  (feet)  COMP
 OC0024  MODELED GRAV-     980,497.4   (mgal)                       NAVD 88
 OC0024
 OC0024  VERT ORDER  -  FIRST     CLASS I
 OC0024
 OC0024.The horizontal coordinates were scaled from a topographic map and have
 OC0024.an estimated accuracy of +/- 6 seconds.
 OC0024
 OC0024.The orthometric height was determined by differential leveling
 OC0024.and adjusted by the National Geodetic Survey in June 1991..
 OC0024
 OC0024.The geoid height was determined by GEOID03.
 OC0024
 OC0024.The dynamic height is computed by dividing the NAVD 88
 OC0024.geopotential number by the normal gravity value computed on the
 OC0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0024.degrees latitude (g = 980.6199 gals.).
 OC0024
 OC0024.The modeled gravity was interpolated from observed gravity values.
 OC0024
 OC0024;                    North         East    Units  Estimated Accuracy
 OC0024;SPC ME W     -    93,330.      890,410.      MT  (+/- 180 meters Scaled)
 OC0024
 OC0024                          SUPERSEDED SURVEY CONTROL
 OC0024
 OC0024  NGVD 29 (??/??/92)   20.570  (m)           67.49   (f) ADJ UNCH    1 1
 OC0024
 OC0024.Superseded values are not recommended for survey control.
 OC0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0024.See file dsdata.txt to determine how the superseded data were derived.
 OC0024
 OC0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ963363(NAD 83)
 OC0024_MARKER: B = BOLT
 OC0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC0024_SP_SET: GRANITE POST
 OC0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC0024+STABILITY: SURFACE MOTION
 OC0024
 OC0024  HISTORY     - Date     Condition        Report By
 OC0024  HISTORY     - UNK      MONUMENTED       ME6400
 OC0024  HISTORY     - 1966     GOOD             NGS
 OC0024  HISTORY     - 1990     GOOD             USPSQD
 OC0024  HISTORY     - 20060410 MARK NOT FOUND   USPSQD
 OC0024
 OC0024                          STATION DESCRIPTION
 OC0024
 OC0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 OC0024'AT PORTLAND.
 OC0024'AT PORTLAND, ABOUT 1.4 MILES NORTHWEST ALONG FOREST AVENUE FROM
 OC0024'THE POST OFFICE, NEAR THE INTERSECTION OF FOREST AVENUE AND
 OC0024'PLEASANT AVENUE, 6.0 FEET NORTH OF THE NORTH CURB OF PLEASANT
 OC0024'AVENUE, 5.0 FEET WEST OF THE WEST CURB OF FOREST AVENUE, ABOUT
 OC0024'LEVEL WITH THE SIDEWALK AND SET IN THE TOP OF A GRANITE POST
 OC0024'FLUSH.
 OC0024
 OC0024                          STATION RECOVERY (1990)
 OC0024
 OC0024'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMW)
 OC0024'RECOVERED IN GOOD CONDITION.
 OC0024
 OC0024                          STATION RECOVERY (2006)
 OC0024
 OC0024'RECOVERY NOTE BY US POWER SQUADRON 2006 (AMW)
 OC0024'THE GRANITE POST IS THERE BUT DAMAGED. NO BOLT IS EVIDENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0647 ***********************************************************************
 RF0647  DESIGNATION -  9 JHS
 RF0647  PID         -  RF0647
 RF0647  STATE/COUNTY-  ME/AROOSTOOK
 RF0647  USGS QUAD   -  CUNLIFFE LAKE (1986)
 RF0647
 RF0647                         *CURRENT SURVEY CONTROL
 RF0647  ___________________________________________________________________
 RF0647* NAD 83(1986)-  46 43 09.     (N)    069 29 21.     (W)     SCALED    
 RF0647* NAVD 88     -       293.411  (meters)     962.63   (feet)  ADJUSTED  
 RF0647  ___________________________________________________________________
 RF0647  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 RF0647  DYNAMIC HT  -         293.426 (meters)     962.68  (feet)  COMP
 RF0647  MODELED GRAV-     980,657.4   (mgal)                       NAVD 88
 RF0647
 RF0647  VERT ORDER  -  SECOND    CLASS II
 RF0647
 RF0647.The horizontal coordinates were scaled from a topographic map and have
 RF0647.an estimated accuracy of +/- 6 seconds.
 RF0647
 RF0647.The orthometric height was determined by differential leveling
 RF0647.and adjusted by the National Geodetic Survey in June 1991..
 RF0647
 RF0647.The geoid height was determined by GEOID03.
 RF0647
 RF0647.The dynamic height is computed by dividing the NAVD 88
 RF0647.geopotential number by the normal gravity value computed on the
 RF0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0647.degrees latitude (g = 980.6199 gals.).
 RF0647
 RF0647.The modeled gravity was interpolated from observed gravity values.
 RF0647
 RF0647;                    North         East    Units  Estimated Accuracy
 RF0647;SPC ME E     -   339,680.      224,380.      MT  (+/- 180 meters Scaled)
 RF0647
 RF0647                          SUPERSEDED SURVEY CONTROL
 RF0647
 RF0647.No superseded survey control is available for this station.
 RF0647
 RF0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM626740(NAD 83)
 RF0647_MARKER: DD = SURVEY DISK
 RF0647_SETTING: 66 = SET IN ROCK OUTCROP
 RF0647_SP_SET: ROCK OUTCROP
 RF0647_STAMPING: 9 JHS 1984
 RF0647_MARK LOGO: USGS  
 RF0647_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0647+STABILITY: POSITION/ELEVATION WELL
 RF0647
 RF0647  HISTORY     - Date     Condition        Report By
 RF0647  HISTORY     - 1984     MONUMENTED       USGS-M
 RF0647
 RF0647                          STATION DESCRIPTION
 RF0647
 RF0647'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1984
 RF0647'7.7 MI NORTH FROM CLAYTON LAKE.
 RF0647'CLAYTON LAKE POST OFFICE, 9.3 MI (15 KM) N. OF ALONG RD. AND
 RF0647'TRAILS, ABOUT 2 MI (3.2 KM) S. AND 1 MI (1.6 KM) W. OF NE. COR. OF T.
 RF0647'12, R. 14, WELS, ABOUT 2 MI (3.2 KM) NW. OF CUNLIFFE LAKE, ON TRAIL
 RF0647'AROUND E. SIDE OF MOUNTAIN, 18 FT (5.5 M) SE. ALONG TRAIL THENCE 27 FT
 RF0647'(8.2 M) SW. AND 0.6 FT (18.3 CM) HIGHER THAN TRAIL AT SMALL DRAIN, 6.7
 RF0647'FT (2 M) S. OF WITNESS POST, IN ROCK PROJECTING ABOUT 1 FT (0.30 M).
 RF0647'THE MARK IS 0.6 FT ABOVE THE TRAIL AT DRAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0607 ***********************************************************************
 RF0607  DESIGNATION -  9 JHS USGS
 RF0607  PID         -  RF0607
 RF0607  STATE/COUNTY-  ME/AROOSTOOK
 RF0607  USGS QUAD   -  FARRAR POND (1985)
 RF0607
 RF0607                         *CURRENT SURVEY CONTROL
 RF0607  ___________________________________________________________________
 RF0607* NAD 83(1986)-  46 44 27.     (N)    068 57 26.     (W)     SCALED    
 RF0607* NAVD 88     -       382.467  (meters)    1254.81   (feet)  ADJUSTED  
 RF0607  ___________________________________________________________________
 RF0607  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 RF0607  DYNAMIC HT  -         382.489 (meters)    1254.88  (feet)  COMP
 RF0607  MODELED GRAV-     980,659.4   (mgal)                       NAVD 88
 RF0607
 RF0607  VERT ORDER  -  SECOND    CLASS II
 RF0607
 RF0607.The horizontal coordinates were scaled from a topographic map and have
 RF0607.an estimated accuracy of +/- 6 seconds.
 RF0607
 RF0607.The orthometric height was determined by differential leveling
 RF0607.and adjusted by the National Geodetic Survey in June 1991..
 RF0607
 RF0607.The geoid height was determined by GEOID03.
 RF0607
 RF0607.The dynamic height is computed by dividing the NAVD 88
 RF0607.geopotential number by the normal gravity value computed on the
 RF0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0607.degrees latitude (g = 980.6199 gals.).
 RF0607
 RF0607.The modeled gravity was interpolated from observed gravity values.
 RF0607
 RF0607;                    North         East    Units  Estimated Accuracy
 RF0607;SPC ME E     -   341,720.      265,060.      MT  (+/- 180 meters Scaled)
 RF0607
 RF0607                          SUPERSEDED SURVEY CONTROL
 RF0607
 RF0607.No superseded survey control is available for this station.
 RF0607
 RF0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM032763(NAD 83)
 RF0607_MARKER: DB = BENCH MARK DISK
 RF0607_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RF0607_SP_SET: COPPER-CLAD STEEL ROD
 RF0607_STAMPING: 9 JHS 1983
 RF0607_MARK LOGO: USGS  
 RF0607_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0607
 RF0607  HISTORY     - Date     Condition        Report By
 RF0607  HISTORY     - 1983     MONUMENTED       USGS-M
 RF0607
 RF0607                          STATION DESCRIPTION
 RF0607
 RF0607'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1983
 RF0607'31.3 MI WNW FROM ASHLAND.
 RF0607'22.3 MI (35.9 KM) WEST ALONG THE AMERICAN REALTY ROAD FROM ASHLAND,
 RF0607'THENCE 9 MI (14.5 KM) NORTHWEST ALONG ROAD FROM ITS JUNCTION WITH THE
 RF0607'AMERICAN REALTY ROAD NEAR THE NORTHWEST CORNER OF BIG MACHIAS LAKE,
 RF0607'0.7 MI (1.1 KM) SOUTH AND 0.4 MI (0.6 KM) WEST OF NORTHEAST CORNER OF
 RF0607'T. 12 R. 10 WELS., 80 FT (24.4 M) NORTH OF APPROXIMATE CENTER OF
 RF0607'Y-ROAD JUNCTION ON SOUTH POINT OF BANK FORMED BY THE TWO ROADS, 48 FT
 RF0607'(14.6 M) NORTHEAST OF ROAD LEADING WEST, 37 FT (11.3 M) WEST OF ROAD
 RF0607'LEADING NORTH, 2.3 FT (0.7 M) NORTH OF WITNESS POST, 8 FT (2.4 M)
 RF0607'ABOVE ROAD JUNCTION, A ROD SUPPORTED USGS TABLET CENTERED IN PLASTIC
 RF0607'PIPE AT GROUND LEVEL, AND STAMPED 9 JHS 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0207 ***********************************************************************
 OB0207  DESIGNATION -  9 M RESET 1954
 OB0207  PID         -  OB0207
 OB0207  STATE/COUNTY-  ME/SAGADAHOC
 OB0207  USGS QUAD   -  PHIPPSBURG (1957)
 OB0207
 OB0207                         *CURRENT SURVEY CONTROL
 OB0207  ___________________________________________________________________
 OB0207* NAD 83(1986)-  43 47 21.     (N)    069 49 41.     (W)     SCALED    
 OB0207* NAVD 88     -        26.352  (meters)      86.46   (feet)  ADJUSTED  
 OB0207  ___________________________________________________________________
 OB0207  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 OB0207  DYNAMIC HT  -          26.350 (meters)      86.45  (feet)  COMP
 OB0207  MODELED GRAV-     980,521.2   (mgal)                       NAVD 88
 OB0207
 OB0207  VERT ORDER  -  SECOND    CLASS 0
 OB0207
 OB0207.The horizontal coordinates were scaled from a topographic map and have
 OB0207.an estimated accuracy of +/- 6 seconds.
 OB0207
 OB0207.The orthometric height was determined by differential leveling
 OB0207.and adjusted by the National Geodetic Survey in June 1991..
 OB0207
 OB0207.The geoid height was determined by GEOID03.
 OB0207
 OB0207.The dynamic height is computed by dividing the NAVD 88
 OB0207.geopotential number by the normal gravity value computed on the
 OB0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0207.degrees latitude (g = 980.6199 gals.).
 OB0207
 OB0207.The modeled gravity was interpolated from observed gravity values.
 OB0207
 OB0207;                    North         East    Units  Estimated Accuracy
 OB0207;SPC ME W     -   106,240.      927,250.      MT  (+/- 180 meters Scaled)
 OB0207
 OB0207                          SUPERSEDED SURVEY CONTROL
 OB0207
 OB0207  NGVD 29 (??/??/92)   26.56   (m)           87.1    (f) COMPUTED    2 0
 OB0207
 OB0207.Superseded values are not recommended for survey control.
 OB0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0207.See file dsdata.txt to determine how the superseded data were derived.
 OB0207
 OB0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ333487(NAD 83)
 OB0207_MARKER: DD = SURVEY DISK
 OB0207_SETTING: 66 = SET IN ROCK OUTCROP
 OB0207_SP_SET: ROCK LEDGE
 OB0207_STAMPING: 9 M 1941 RESET 1954
 OB0207_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0207+STABILITY: POSITION/ELEVATION WELL
 OB0207
 OB0207  HISTORY     - Date     Condition        Report By
 OB0207  HISTORY     - 1954     MONUMENTED       MEDT
 OB0207  HISTORY     - 19910404 GOOD             USPSQD
 OB0207
 OB0207                          STATION DESCRIPTION
 OB0207
 OB0207'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1954
 OB0207'2.3 MI S FROM PHIPPSBURG.
 OB0207'2.3 MILES SOUTH ALONG STATE HIGHWAY 216 FROM THE POST OFFICE AT
 OB0207'PHIPPSBURG, SAGADAHOC COUNTY, 450 FEET SOUTH OF C.M.P. CO. SUBSTATION
 OB0207'691, 34 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AT SURVEY
 OB0207'STATION 16+48, AND IN A ROCK LEDGE.  A U.S. GEOLOGICAL SURVEY STANDARD
 OB0207'DISK, STAMPED 9 M 1941 RESET 1954.
 OB0207
 OB0207                          STATION RECOVERY (1991)
 OB0207
 OB0207'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OB0207'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0135 ***********************************************************************
 QG0135  DESIGNATION -  9 W
 QG0135  PID         -  QG0135
 QG0135  STATE/COUNTY-  ME/AROOSTOOK
 QG0135  USGS QUAD   -  BENEDICTA (1989)
 QG0135
 QG0135                         *CURRENT SURVEY CONTROL
 QG0135  ___________________________________________________________________
 QG0135* NAD 83(1986)-  45 48 07.     (N)    068 24 42.     (W)     SCALED    
 QG0135* NAVD 88     -       188.572  (meters)     618.67   (feet)  ADJUSTED  
 QG0135  ___________________________________________________________________
 QG0135  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 QG0135  DYNAMIC HT  -         188.577 (meters)     618.69  (feet)  COMP
 QG0135  MODELED GRAV-     980,638.6   (mgal)                       NAVD 88
 QG0135
 QG0135  VERT ORDER  -  SECOND    CLASS 0
 QG0135
 QG0135.The horizontal coordinates were scaled from a topographic map and have
 QG0135.an estimated accuracy of +/- 6 seconds.
 QG0135
 QG0135.The orthometric height was determined by differential leveling
 QG0135.and adjusted by the National Geodetic Survey in June 1991..
 QG0135
 QG0135.The geoid height was determined by GEOID03.
 QG0135
 QG0135.The dynamic height is computed by dividing the NAVD 88
 QG0135.geopotential number by the normal gravity value computed on the
 QG0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0135.degrees latitude (g = 980.6199 gals.).
 QG0135
 QG0135.The modeled gravity was interpolated from observed gravity values.
 QG0135
 QG0135;                    North         East    Units  Estimated Accuracy
 QG0135;SPC ME E     -   237,270.      306,870.      MT  (+/- 180 meters Scaled)
 QG0135
 QG0135                          SUPERSEDED SURVEY CONTROL
 QG0135
 QG0135  NGVD 29 (??/??/92)  188.752  (m)          619.26   (f) ADJ UNCH    2 0
 QG0135
 QG0135.Superseded values are not recommended for survey control.
 QG0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0135.See file dsdata.txt to determine how the superseded data were derived.
 QG0135
 QG0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL457722(NAD 83)
 QG0135_MARKER: DD = SURVEY DISK
 QG0135_SETTING: 80 = SET IN A BOULDER
 QG0135_SP_SET: BOULDER
 QG0135_STAMPING: 9 W 1940
 QG0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0135+STABILITY: SURFACE MOTION
 QG0135
 QG0135  HISTORY     - Date     Condition        Report By
 QG0135  HISTORY     - 1940     MONUMENTED       USGS
 QG0135  HISTORY     - 1959     GOOD             NGS
 QG0135
 QG0135                          STATION DESCRIPTION
 QG0135
 QG0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QG0135'0.2 MI S FROM BENEDICTA.
 QG0135'0.2 MILE SOUTH ALONG AN ASPHALT ROAD FROM THE POST OFFICE AT
 QG0135'BENEDICTA, AT THE SOUTHEAST CORNER OF THE BENEDICTA CEMETERY,
 QG0135'ON THE TOP OF AN EMBEDDED 2-BY-1-FOOT BOULDER FLUSH WITH THE
 QG0135'GROUND, 46 FEET WEST OF THE CENTER LINE OF THE ASPHALT ROAD, 14 1/2
 QG0135'FEET NORTH-NORTHEAST OF AN 18-INCH MAPLE TREE, 11.4 FEET SOUTHEAST
 QG0135'OF THE SOUTHEAST CORNER OF THE HEADSTONE OF LOUIS LEVEQUE, 11 1/2
 QG0135'FEET SOUTH-SOUTHWEST OF A 10-INCH MAPLE TREE, AND ABOUT 3 FEET
 QG0135'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0134 ***********************************************************************
 OC0134  DESIGNATION -  90
 OC0134  PID         -  OC0134
 OC0134  STATE/COUNTY-  ME/CUMBERLAND
 OC0134  USGS QUAD   -  YARMOUTH (1975)
 OC0134
 OC0134                         *CURRENT SURVEY CONTROL
 OC0134  ___________________________________________________________________
 OC0134* NAD 83(1986)-  43 50 48.     (N)    070 07 43.     (W)     SCALED    
 OC0134* NAVD 88     -        27.186  (meters)      89.19   (feet)  ADJUSTED  
 OC0134  ___________________________________________________________________
 OC0134  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 OC0134  DYNAMIC HT  -          27.183 (meters)      89.18  (feet)  COMP
 OC0134  MODELED GRAV-     980,513.7   (mgal)                       NAVD 88
 OC0134
 OC0134  VERT ORDER  -  SECOND    CLASS 0
 OC0134
 OC0134.The horizontal coordinates were scaled from a topographic map and have
 OC0134.an estimated accuracy of +/- 6 seconds.
 OC0134
 OC0134.The orthometric height was determined by differential leveling
 OC0134.and adjusted by the National Geodetic Survey in June 1991..
 OC0134
 OC0134.The geoid height was determined by GEOID03.
 OC0134
 OC0134.The dynamic height is computed by dividing the NAVD 88
 OC0134.geopotential number by the normal gravity value computed on the
 OC0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0134.degrees latitude (g = 980.6199 gals.).
 OC0134
 OC0134.The modeled gravity was interpolated from observed gravity values.
 OC0134
 OC0134;                    North         East    Units  Estimated Accuracy
 OC0134;SPC ME W     -   112,580.      903,060.      MT  (+/- 180 meters Scaled)
 OC0134
 OC0134                          SUPERSEDED SURVEY CONTROL
 OC0134
 OC0134  NGVD 29 (??/??/92)   27.379  (m)           89.83   (f) ADJ UNCH    2 0
 OC0134
 OC0134.Superseded values are not recommended for survey control.
 OC0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0134.See file dsdata.txt to determine how the superseded data were derived.
 OC0134
 OC0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ092554(NAD 83)
 OC0134_MARKER: DD = SURVEY DISK
 OC0134_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OC0134_SP_SET: STEP
 OC0134_STAMPING: 89.826 MAINE
 OC0134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC0134
 OC0134  HISTORY     - Date     Condition        Report By
 OC0134  HISTORY     - 1906     MONUMENTED       USGS
 OC0134  HISTORY     - 1933     GOOD             NGS
 OC0134  HISTORY     - 1944     GOOD             NGS
 OC0134
 OC0134                          STATION DESCRIPTION
 OC0134
 OC0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 OC0134'1.7 MI SW FROM FREEPORT.
 OC0134'1.7 MILES SOUTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 OC0134'STATION AT FREEPORT, CUMBERLAND COUNTY, 3.9 MILES NORTHEAST OF
 OC0134'YARMOUTH JUNCTION, 200 FEET NORTHEAST OF MILEPOST P 19, AT AN
 OC0134'OVERHEAD HIGHWAY BRIDGE AT THE SOUTHEAST ABUTMENT, ON THE BRIDGE
 OC0134'STEP OF THE SOUTHWEST WING WALL, 8 FEET SOUTHEAST OF THE CENTER
 OC0134'LINE OF THE TRACK, AND ABOUT 1 FOOT BELOW THE BASE OF THE RAIL.
 OC0134'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 89.826
 OC0134'MAINE.
 OC0134
 OC0134                          STATION RECOVERY (1944)
 OC0134
 OC0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 OC0134'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0092 ***********************************************************************
 PF0092  DESIGNATION -  90
 PF0092  PID         -  PF0092
 PF0092  STATE/COUNTY-  ME/ANDROSCOGGIN
 PF0092  USGS QUAD   -  MINOT (1981)
 PF0092
 PF0092                         *CURRENT SURVEY CONTROL
 PF0092  ___________________________________________________________________
 PF0092* NAD 83(1986)-  44 03 10.     (N)    070 15 03.     (W)     SCALED    
 PF0092* NAVD 88     -        68.123  (meters)     223.50   (feet)  ADJUSTED  
 PF0092  ___________________________________________________________________
 PF0092  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 PF0092  DYNAMIC HT  -          68.114 (meters)     223.47  (feet)  COMP
 PF0092  MODELED GRAV-     980,501.2   (mgal)                       NAVD 88
 PF0092  OBS GRAVITY -     980,504.5   (mgal)                       GRAV_OBS
 PF0092
 PF0092  VERT ORDER  -  FIRST     CLASS I
 PF0092
 PF0092.The horizontal coordinates were scaled from a topographic map and have
 PF0092.an estimated accuracy of +/- 6 seconds.
 PF0092
 PF0092.The orthometric height was determined by differential leveling
 PF0092.and adjusted by the National Geodetic Survey in June 1991..
 PF0092
 PF0092.The geoid height was determined by GEOID03.
 PF0092
 PF0092.The dynamic height is computed by dividing the NAVD 88
 PF0092.geopotential number by the normal gravity value computed on the
 PF0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0092.degrees latitude (g = 980.6199 gals.).
 PF0092
 PF0092.The modeled gravity was interpolated from observed gravity values.
 PF0092.The observed gravity was obtained from relative gravimeter ties
 PF0092.to the IGSN71 gravity network.
 PF0092
 PF0092;                    North         East    Units  Estimated Accuracy
 PF0092;SPC ME W     -   135,480.      893,260.      MT  (+/- 180 meters Scaled)
 PF0092
 PF0092                          SUPERSEDED SURVEY CONTROL
 PF0092
 PF0092  NGVD 29 (??/??/92)   68.312  (m)          224.12   (f) ADJ UNCH    1 1
 PF0092
 PF0092.Superseded values are not recommended for survey control.
 PF0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0092.See file dsdata.txt to determine how the superseded data were derived.
 PF0092
 PF0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ998784(NAD 83)
 PF0092_MARKER: DB = BENCH MARK DISK
 PF0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PF0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PF0092_STAMPING: 90
 PF0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0092+STABILITY: SURFACE MOTION
 PF0092
 PF0092  HISTORY     - Date     Condition        Report By
 PF0092  HISTORY     - UNK      MONUMENTED       MEGS
 PF0092  HISTORY     - 1966     GOOD             NGS
 PF0092
 PF0092                          STATION DESCRIPTION
 PF0092
 PF0092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PF0092'3.4 MI SW FROM AUBURN.
 PF0092'ABOUT 3.35 MILES SOUTHWEST ALONG THE MAINE CENTRAL RAILROAD
 PF0092'FROM THE CROSSING OF COURT STREET AT AUBURN, 400 FEET SOUTHWEST
 PF0092'OF THE CENTER OF THE CROSSING OF HACKETT ROAD, 439 FEET SOUTHWEST
 PF0092'OF MILEPOST P 33-V 221, 79 FEET NORTH OF THE NORTH CORNER OF
 PF0092'CONCRETE BASE FOR SIGNAL BLOCK B 329, 30.5 FEET SOUTHEAST OF
 PF0092'THE SOUTHEAST RAIL, 10.5 FEET NORTHWEST OF A RIGHT-OF-WAY FENCE,
 PF0092'22 FEET EAST-NORTHEAST OF THE 4TH TELEPHONE POLE SOUTHWEST
 PF0092'OF THE ROAD, ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK, AND
 PF0092'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.9 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0294 ***********************************************************************
 PF0294  DESIGNATION -  90 ME NH
 PF0294  PID         -  PF0294
 PF0294  STATE/COUNTY-  ME/OXFORD
 PF0294  USGS QUAD   -  UMBAGOG LAKE SOUTH (1988)
 PF0294
 PF0294                         *CURRENT SURVEY CONTROL
 PF0294  ___________________________________________________________________
 PF0294* NAD 83(1986)-  44 41 57.     (N)    071 02 02.     (W)     SCALED    
 PF0294* NAVD 88     -       421.989  (meters)    1384.48   (feet)  ADJUSTED  
 PF0294  ___________________________________________________________________
 PF0294  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 PF0294  DYNAMIC HT  -         421.923 (meters)    1384.26  (feet)  COMP
 PF0294  MODELED GRAV-     980,446.6   (mgal)                       NAVD 88
 PF0294
 PF0294  VERT ORDER  -  SECOND    CLASS 0
 PF0294
 PF0294.The horizontal coordinates were scaled from a topographic map and have
 PF0294.an estimated accuracy of +/- 6 seconds.
 PF0294
 PF0294.The orthometric height was determined by differential leveling
 PF0294.and adjusted by the National Geodetic Survey in June 1991..
 PF0294
 PF0294.The geoid height was determined by GEOID03.
 PF0294
 PF0294.The dynamic height is computed by dividing the NAVD 88
 PF0294.geopotential number by the normal gravity value computed on the
 PF0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0294.degrees latitude (g = 980.6199 gals.).
 PF0294
 PF0294.The modeled gravity was interpolated from observed gravity values.
 PF0294
 PF0294;                    North         East    Units  Estimated Accuracy
 PF0294;SPC ME W     -   207,670.      831,270.      MT  (+/- 180 meters Scaled)
 PF0294
 PF0294                          SUPERSEDED SURVEY CONTROL
 PF0294
 PF0294  NGVD 29 (??/??/92)  422.100  (m)         1384.84   (f) ADJ UNCH    2 0
 PF0294
 PF0294.Superseded values are not recommended for survey control.
 PF0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0294.See file dsdata.txt to determine how the superseded data were derived.
 PF0294
 PF0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK388515(NAD 83)
 PF0294_MARKER: DD = SURVEY DISK
 PF0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PF0294_SP_SET: GRANITE POST
 PF0294_STAMPING: 90 ME N H ATF
 PF0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0294+STABILITY: SURFACE MOTION
 PF0294_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PF0294+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2005
 PF0294
 PF0294  HISTORY     - Date     Condition        Report By
 PF0294  HISTORY     - UNK      MONUMENTED       USGS
 PF0294  HISTORY     - 1936     GOOD             NGS
 PF0294  HISTORY     - 20050809 GOOD             GEOCAC
 PF0294
 PF0294                          STATION DESCRIPTION
 PF0294
 PF0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 PF0294'1.1 MI NW FROM UPTON.
 PF0294'ABOUT 1.1 MILES NORTHWEST ALONG STATE HIGHWAY 26 FROM THE
 PF0294'SCHOOLHOUSE AT UPTON, OXFORD COUNTY, AT THE MAINE-NEW HAMPSHIRE
 PF0294'STATE LINE, ABOUT 9 YARDS NORTHEAST OF THE CENTER LINE OF THE
 PF0294'HIGHWAY, AND ABOUT 4 FEET HIGHER THAN THE HIGHWAY.  A UNITED
 PF0294'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 90 ME N H ATF
 PF0294'AND SET IN THE TOP OF A GRANITE POST.
 PF0294
 PF0294                          STATION RECOVERY (2005)
 PF0294
 PF0294'RECOVERY NOTE BY GEOCACHING 2005 (JKS)
 PF0294'RECOVERED IN GOOD CONDITION.
 PF0294' 
 PF0294'THIS MARK IS NORTH OF THE CURRENT HIGHWAY 26 BY ABOUT 200 FEET AND IS
 PF0294'AT THE INTERSECTION OF THE OLD HIGHWAY (NOW AN ATV TRAIL) AND A CAMP
 PF0294'ROAD.
 PF0294' 
 PF0294'DISC IS STAMPED SURVEY OF 1927-1929 NO. 90 ME-NH ATF.
 PF0294' 
 PF0294' SUBMITTED BY J.K. SNYDER
 PF0294' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0259 ***********************************************************************
 PF0259  DESIGNATION -  914.9
 PF0259  PID         -  PF0259
 PF0259  STATE/COUNTY-  ME/OXFORD
 PF0259  USGS QUAD   -  ELLIS POND (1968)
 PF0259
 PF0259                         *CURRENT SURVEY CONTROL
 PF0259  ___________________________________________________________________
 PF0259* NAD 83(1986)-  44 43 22.     (N)    070 37 47.     (W)     SCALED    
 PF0259* NAVD 88     -       278.824  (meters)     914.78   (feet)  ADJUSTED  
 PF0259  ___________________________________________________________________
 PF0259  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 PF0259  DYNAMIC HT  -         278.789 (meters)     914.66  (feet)  COMP
 PF0259  MODELED GRAV-     980,483.8   (mgal)                       NAVD 88
 PF0259
 PF0259  VERT ORDER  -  SECOND    CLASS 0
 PF0259
 PF0259.The horizontal coordinates were scaled from a topographic map and have
 PF0259.an estimated accuracy of +/- 6 seconds.
 PF0259
 PF0259.The orthometric height was determined by differential leveling
 PF0259.and adjusted by the National Geodetic Survey in June 1991..
 PF0259
 PF0259.The geoid height was determined by GEOID03.
 PF0259
 PF0259.The dynamic height is computed by dividing the NAVD 88
 PF0259.geopotential number by the normal gravity value computed on the
 PF0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0259.degrees latitude (g = 980.6199 gals.).
 PF0259
 PF0259.The modeled gravity was interpolated from observed gravity values.
 PF0259
 PF0259;                    North         East    Units  Estimated Accuracy
 PF0259;SPC ME W     -   210,030.      863,320.      MT  (+/- 180 meters Scaled)
 PF0259
 PF0259                          SUPERSEDED SURVEY CONTROL
 PF0259
 PF0259  NGVD 29 (??/??/92)  278.951  (m)          915.19   (f) ADJ UNCH    2 0
 PF0259
 PF0259.Superseded values are not recommended for survey control.
 PF0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0259.See file dsdata.txt to determine how the superseded data were derived.
 PF0259
 PF0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK709534(NAD 83)
 PF0259_MARKER: Q = CHISELED SQUARE
 PF0259_SETTING: 80 = SET IN A BOULDER
 PF0259_SP_SET: BOULDER
 PF0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0259+STABILITY: SURFACE MOTION
 PF0259
 PF0259  HISTORY     - Date     Condition        Report By
 PF0259  HISTORY     - UNK      MONUMENTED       USGS
 PF0259  HISTORY     - 1933     GOOD             NGS
 PF0259  HISTORY     - 1934     GOOD             NGS
 PF0259
 PF0259                          STATION DESCRIPTION
 PF0259
 PF0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PF0259'AT BYRON.
 PF0259'AT BYRON, OXFORD COUNTY, ON THE ABANDONED MAINE CENTRAL RAILROAD,
 PF0259'AT A ROAD CROSSING, 20 FEET NORTH OF THE CENTER LINE OF THE OLD
 PF0259'ROADBED, 20 FEET EAST OF THE CENTER LINE OF THE ROAD, ON THE
 PF0259'TOP OF A LARGE BOULDER, AND ABOUT 2 FEET HIGHER THAN THE ROADBED.
 PF0259'A CHISELED SQUARE.
 PF0259
 PF0259                          STATION RECOVERY (1934)
 PF0259
 PF0259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PF0259'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0169 ***********************************************************************
 PD0169  DESIGNATION -  92 MIT
 PD0169  PID         -  PD0169
 PD0169  STATE/COUNTY-  ME/WASHINGTON
 PD0169  USGS QUAD   -  PEMBROKE (1977)
 PD0169
 PD0169                         *CURRENT SURVEY CONTROL
 PD0169  ___________________________________________________________________
 PD0169* NAD 83(1986)-  44 54 04.     (N)    067 14 51.     (W)     SCALED    
 PD0169* NAVD 88     -        27.790  (meters)      91.17   (feet)  ADJUSTED  
 PD0169  ___________________________________________________________________
 PD0169  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 PD0169  DYNAMIC HT  -          27.790 (meters)      91.17  (feet)  COMP
 PD0169  MODELED GRAV-     980,603.5   (mgal)                       NAVD 88
 PD0169
 PD0169  VERT ORDER  -  FIRST     CLASS I
 PD0169
 PD0169.The horizontal coordinates were scaled from a topographic map and have
 PD0169.an estimated accuracy of +/- 6 seconds.
 PD0169
 PD0169.The orthometric height was determined by differential leveling
 PD0169.and adjusted by the National Geodetic Survey in June 1991..
 PD0169.WARNING-Repeat measurements at this control monument indicate possible
 PD0169.vertical movement.
 PD0169
 PD0169.The geoid height was determined by GEOID03.
 PD0169
 PD0169.The dynamic height is computed by dividing the NAVD 88
 PD0169.geopotential number by the normal gravity value computed on the
 PD0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0169.degrees latitude (g = 980.6199 gals.).
 PD0169
 PD0169.The modeled gravity was interpolated from observed gravity values.
 PD0169
 PD0169;                    North         East    Units  Estimated Accuracy
 PD0169;SPC ME E     -   137,920.      398,920.      MT  (+/- 180 meters Scaled)
 PD0169
 PD0169                          SUPERSEDED SURVEY CONTROL
 PD0169
 PD0169  NGVD 29 (??/??/92)   27.990  (m)           91.83   (f) ADJ UNCH    1 1
 PD0169
 PD0169.Superseded values are not recommended for survey control.
 PD0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0169.See file dsdata.txt to determine how the superseded data were derived.
 PD0169
 PD0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK383734(NAD 83)
 PD0169_MARKER: Z = SEE DESCRIPTION
 PD0169_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PD0169_SP_SET: ABUTMENT
 PD0169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PD0169
 PD0169  HISTORY     - Date     Condition        Report By
 PD0169  HISTORY     - UNK      MONUMENTED       MIT
 PD0169  HISTORY     - 1966     GOOD             NGS
 PD0169  HISTORY     - 1978     GOOD             DMA
 PD0169
 PD0169                          STATION DESCRIPTION
 PD0169
 PD0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PD0169'AT DENNYSVILLE.
 PD0169'AT DENNYSVILLE, ALONG THE MAINE CENTRAL RAILROAD, 0.05 MILE
 PD0169'NORTHEAST OF THE CROSSING OF STATE HIGHWAY 86, 4.8 FEET SOUTHEAST
 PD0169'OF THE SOUTHEAST RAIL, A ONE-INCH OUTLINED CIRCLE ON TOP OF THE
 PD0169'SOUTHEAST END OF THE TOP GRANITE CAP STONE FOR THE SOUTHWEST STONE
 PD0169'ABUTMENT OF RAILROAD BRIDGE OVER DENNYS RIVER, AND ABOUT LEVEL
 PD0169'WITH THE TRACK.
 PD0169
 PD0169                          STATION RECOVERY (1978)
 PD0169
 PD0169'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PD0169'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0458 ***********************************************************************
 PD0458  DESIGNATION -  93
 PD0458  PID         -  PD0458
 PD0458  STATE/COUNTY-  ME/WASHINGTON
 PD0458  USGS QUAD   -  JONESPORT (1977)
 PD0458
 PD0458                         *CURRENT SURVEY CONTROL
 PD0458  ___________________________________________________________________
 PD0458* NAD 83(1986)-  44 36 34.     (N)    067 33 57.     (W)     SCALED    
 PD0458* NAVD 88     -        28.042  (meters)      92.00   (feet)  ADJUSTED  
 PD0458  ___________________________________________________________________
 PD0458  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 PD0458  DYNAMIC HT  -          28.041 (meters)      92.00  (feet)  COMP
 PD0458  MODELED GRAV-     980,590.3   (mgal)                       NAVD 88
 PD0458
 PD0458  VERT ORDER  -  SECOND    CLASS 0
 PD0458
 PD0458.The horizontal coordinates were scaled from a topographic map and have
 PD0458.an estimated accuracy of +/- 6 seconds.
 PD0458
 PD0458.The orthometric height was determined by differential leveling
 PD0458.and adjusted by the National Geodetic Survey in June 1991..
 PD0458
 PD0458.The geoid height was determined by GEOID03.
 PD0458
 PD0458.The dynamic height is computed by dividing the NAVD 88
 PD0458.geopotential number by the normal gravity value computed on the
 PD0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0458.degrees latitude (g = 980.6199 gals.).
 PD0458
 PD0458.The modeled gravity was interpolated from observed gravity values.
 PD0458
 PD0458;                    North         East    Units  Estimated Accuracy
 PD0458;SPC ME E     -   105,170.      374,150.      MT  (+/- 180 meters Scaled)
 PD0458
 PD0458                          SUPERSEDED SURVEY CONTROL
 PD0458
 PD0458  NGVD 29 (??/??/92)   28.255  (m)           92.70   (f) ADJ UNCH    2 0
 PD0458
 PD0458.Superseded values are not recommended for survey control.
 PD0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0458.See file dsdata.txt to determine how the superseded data were derived.
 PD0458
 PD0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK138405(NAD 83)
 PD0458_MARKER: DD = SURVEY DISK
 PD0458_SETTING: 80 = SET IN A BOULDER
 PD0458_SP_SET: BOULDER
 PD0458_STAMPING: 93 ME 1917
 PD0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0458+STABILITY: SURFACE MOTION
 PD0458
 PD0458  HISTORY     - Date     Condition        Report By
 PD0458  HISTORY     - 1917     MONUMENTED       USGS
 PD0458  HISTORY     - 1962     GOOD             NGS
 PD0458
 PD0458                          STATION DESCRIPTION
 PD0458
 PD0458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PD0458'6.4 MI SW FROM JONESBORO.
 PD0458'1.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE CONCRETE BRIDGE
 PD0458'OVER CHANDLER RIVER AT JONESBORO, THENCE 5.0 MILES SOUTH ALONG
 PD0458'STATE HIGHWAY 187, 0.4 MILE NORTH OF A CHURCH (FORMERLY THE BAY
 PD0458'SCHOOL), SET ON THE TOP OF A 8-BY-8-FOOT BOULDER PROJECTING
 PD0458'4 FEET ABOVE THE LEVEL OF THE GROUND, NEAR A FENCE LINE AND UNDER
 PD0458'A POWER LINE, 16 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 PD0458'72 FEET EAST OF AND ACROSS THE HIGHWAY FROM THE NORTHEAST CORNER
 PD0458'OF A TWO-STORY RESIDENCE OF MR. EMMERY SMITH, 43 FEET SOUTH OF
 PD0458'THE CENTER LINE OF A DRIVE LEADING INTO A FIELD AND 3 FEET ABOVE
 PD0458'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0197 ***********************************************************************
 OB0197  DESIGNATION -  9.54
 OB0197  PID         -  OB0197
 OB0197  STATE/COUNTY-  ME/SAGADAHOC
 OB0197  USGS QUAD   -  BATH (1980)
 OB0197
 OB0197                         *CURRENT SURVEY CONTROL
 OB0197  ___________________________________________________________________
 OB0197* NAD 83(1986)-  43 55 06.     (N)    069 48 46.     (W)     SCALED    
 OB0197* NAVD 88     -         1.846  (meters)       6.06   (feet)  ADJUSTED  
 OB0197  ___________________________________________________________________
 OB0197  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 OB0197  DYNAMIC HT  -           1.846 (meters)       6.06  (feet)  COMP
 OB0197  MODELED GRAV-     980,524.7   (mgal)                       NAVD 88
 OB0197
 OB0197  VERT ORDER  -  SECOND    CLASS 0
 OB0197
 OB0197.The horizontal coordinates were scaled from a topographic map and have
 OB0197.an estimated accuracy of +/- 6 seconds.
 OB0197
 OB0197.The orthometric height was determined by differential leveling
 OB0197.and adjusted by the National Geodetic Survey in June 1991..
 OB0197
 OB0197.The geoid height was determined by GEOID03.
 OB0197
 OB0197.The dynamic height is computed by dividing the NAVD 88
 OB0197.geopotential number by the normal gravity value computed on the
 OB0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0197.degrees latitude (g = 980.6199 gals.).
 OB0197
 OB0197.The modeled gravity was interpolated from observed gravity values.
 OB0197
 OB0197;                    North         East    Units  Estimated Accuracy
 OB0197;SPC ME W     -   120,600.      928,420.      MT  (+/- 180 meters Scaled)
 OB0197
 OB0197                          SUPERSEDED SURVEY CONTROL
 OB0197
 OB0197  NGVD 29 (??/??/92)    2.058  (m)            6.75   (f) ADJ UNCH    2 0
 OB0197
 OB0197.Superseded values are not recommended for survey control.
 OB0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0197.See file dsdata.txt to determine how the superseded data were derived.
 OB0197
 OB0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ347631(NAD 83)
 OB0197_MARKER: DD = SURVEY DISK
 OB0197_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OB0197_SP_SET: CONCRETE WALL
 OB0197_STAMPING: 9.54
 OB0197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OB0197
 OB0197  HISTORY     - Date     Condition        Report By
 OB0197  HISTORY     - UNK      MONUMENTED       DOD
 OB0197  HISTORY     - 1948     GOOD             NGS
 OB0197  HISTORY     - 20020915 MARK NOT FOUND   USPSQD
 OB0197
 OB0197                          STATION DESCRIPTION
 OB0197
 OB0197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 OB0197'IN BATH.
 OB0197'AT BATH, SAGADAHOC COUNTY, ON THE PROPERTY OF THE KENNEBEC WHARF AND
 OB0197'COAL CO., 123 FEET NORTH OF THE NORTH END OF THE COAL TOWER TRACKS, IN
 OB0197'THE TOP OF THE CONCRETE WALL OF THE WHARF, 7 FEET SOUTH OF THE NORTH
 OB0197'END OF THE CONCRETE WALL, AND 1.4 FEET WEST OF THE EAST FACE OF THE
 OB0197'WALL.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK, STAMPED 9.54.
 OB0197
 OB0197                          STATION RECOVERY (2002)
 OB0197
 OB0197'RECOVERY NOTE BY US POWER SQUADRON 2002 (RHS)
 OB0197'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0212 ***********************************************************************
 PF0212  DESIGNATION -  955.0
 PF0212  PID         -  PF0212
 PF0212  STATE/COUNTY-  ME/OXFORD
 PF0212  USGS QUAD   -  SPECKLED MOUNTAIN (1970)
 PF0212
 PF0212                         *CURRENT SURVEY CONTROL
 PF0212  ___________________________________________________________________
 PF0212* NAD 83(1986)-  44 19 51.     (N)    070 58 25.     (W)     SCALED    
 PF0212* NAVD 88     -       290.99   (+/-2cm)     954.7    (feet)  VERTCON   
 PF0212  ___________________________________________________________________
 PF0212  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 PF0212
 PF0212  VERT ORDER  -  ? (See Below)
 PF0212
 PF0212.The horizontal coordinates were scaled from a topographic map and have
 PF0212.an estimated accuracy of +/- 6 seconds.
 PF0212
 PF0212.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF0212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF0212.The vertical order pertains to the NGVD 29 superseded value.
 PF0212
 PF0212.The geoid height was determined by GEOID03.
 PF0212
 PF0212;                    North         East    Units  Estimated Accuracy
 PF0212;SPC ME W     -   166,690.      835,640.      MT  (+/- 180 meters Scaled)
 PF0212
 PF0212                          SUPERSEDED SURVEY CONTROL
 PF0212
 PF0212  NGVD 29 (??/??/92)  291.096  (m)          955.04   (f) ADJ UNCH    ?  
 PF0212
 PF0212.Superseded values are not recommended for survey control.
 PF0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0212.See file dsdata.txt to determine how the superseded data were derived.
 PF0212
 PF0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK426105(NAD 83)
 PF0212_MARKER: N = NAIL
 PF0212_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PF0212_SP_SET: ABUTMENT
 PF0212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0212_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PF0212+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2004
 PF0212
 PF0212  HISTORY     - Date     Condition        Report By
 PF0212  HISTORY     - UNK      MONUMENTED       USGS
 PF0212  HISTORY     - 1942     GOOD             NGS
 PF0212  HISTORY     - 1976     GOOD             NGS
 PF0212  HISTORY     - 20041001 GOOD             GEOCAC
 PF0212
 PF0212                          STATION DESCRIPTION
 PF0212
 PF0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PF0212'5 MI S FROM GILEAD.
 PF0212'ABOUT 5.0 MILES SOUTH ALONG THE EVANS NOTCH ROAD FROM THE JUNCTION
 PF0212'OF U.S. HIGHWAY 2 AT GILEAD, OXFORD COUNTY, ABOUT 2.0 MILES
 PF0212'SOUTHEAST OF THE ROAD JUNCTION AT HASTINGS, 70 FEET SOUTHEAST OF
 PF0212'THE CARIBOU MOUNTAIN TRAIL, AT A SMALL CONCRETE BRIDGE OVER MUD BROOK,
 PF0212'IN THE NORTHWEST ABUTMENT, AND IN THE TOP OF THE NORTHEAST WING WALL.
 PF0212'A UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
 PF0212
 PF0212                          STATION RECOVERY (1976)
 PF0212
 PF0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 PF0212'RECOVERED IN GOOD CONDITION.
 PF0212
 PF0212                          STATION RECOVERY (2004)
 PF0212
 PF0212'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 PF0212'RECOVERED IN GOOD CONDITION AT THE DESCRIBED LOCATION. JOHN K. SNYDER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0956 ***********************************************************************
 PE0956  DESIGNATION -  97
 PE0956  PID         -  PE0956
 PE0956  STATE/COUNTY-  ME/KNOX
 PE0956  USGS QUAD   -  UNION (1979)
 PE0956
 PE0956                         *CURRENT SURVEY CONTROL
 PE0956  ___________________________________________________________________
 PE0956* NAD 83(1986)-  44 12 41.     (N)    069 16 29.     (W)     SCALED    
 PE0956* NAVD 88     -        29.294  (meters)      96.11   (feet)  ADJUSTED  
 PE0956  ___________________________________________________________________
 PE0956  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 PE0956  DYNAMIC HT  -          29.292 (meters)      96.10  (feet)  COMP
 PE0956  MODELED GRAV-     980,528.3   (mgal)                       NAVD 88
 PE0956
 PE0956  VERT ORDER  -  SECOND    CLASS 0
 PE0956
 PE0956.The horizontal coordinates were scaled from a topographic map and have
 PE0956.an estimated accuracy of +/- 6 seconds.
 PE0956
 PE0956.The orthometric height was determined by differential leveling
 PE0956.and adjusted by the National Geodetic Survey in June 1991..
 PE0956
 PE0956.The geoid height was determined by GEOID03.
 PE0956
 PE0956.The dynamic height is computed by dividing the NAVD 88
 PE0956.geopotential number by the normal gravity value computed on the
 PE0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0956.degrees latitude (g = 980.6199 gals.).
 PE0956
 PE0956.The modeled gravity was interpolated from observed gravity values.
 PE0956
 PE0956;                    North         East    Units  Estimated Accuracy
 PE0956;SPC ME E     -    60,810.      238,090.      MT  (+/- 180 meters Scaled)
 PE0956
 PE0956                          SUPERSEDED SURVEY CONTROL
 PE0956
 PE0956  NGVD 29 (??/??/92)   29.505  (m)           96.80   (f) ADJ UNCH    2 0
 PE0956
 PE0956.Superseded values are not recommended for survey control.
 PE0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0956.See file dsdata.txt to determine how the superseded data were derived.
 PE0956
 PE0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ780953(NAD 83)
 PE0956_MARKER: DD = SURVEY DISK
 PE0956_SETTING: 66 = SET IN ROCK OUTCROP
 PE0956_SP_SET: ROCK OUTCROP
 PE0956_STAMPING: MAINE 97 FT
 PE0956_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0956+STABILITY: POSITION/ELEVATION WELL
 PE0956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE0956+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2001
 PE0956
 PE0956  HISTORY     - Date     Condition        Report By
 PE0956  HISTORY     - UNK      MONUMENTED       USGS
 PE0956  HISTORY     - 1953     GOOD             NGS
 PE0956  HISTORY     - 20011108 GOOD             USPSQD
 PE0956  HISTORY     - 20041009 GOOD             USPSQD
 PE0956
 PE0956                          STATION DESCRIPTION
 PE0956
 PE0956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 PE0956'AT UNION.
 PE0956'AT UNION, KNOX COUNTY, 94 FEET SOUTH OF THE SOUTHWEST CORNER OF
 PE0956'THE CIVIL WAR MONUMENT, 37 FEET NORTH OF THE CENTERLINE OF
 PE0956'STATE HIGHWAY 131, 29.1 FEET WEST OF THE FLAGPOLE, AND IN THE
 PE0956'TOP OF A ROCK OUTCROP.  A UNITED STATES GEOLOGICAL SURVEY
 PE0956'STANDARD DISK, STAMPED MAINE 97 FT.
 PE0956
 PE0956                          STATION RECOVERY (2001)
 PE0956
 PE0956'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 PE0956'RECOVERED IN GOOD CONDITION.
 PE0956
 PE0956                          STATION RECOVERY (2004)
 PE0956
 PE0956'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAB)
 PE0956'THE FLAG POLE IS GONE. THE MARK IS ABOUT 4.5 FT. WEST OF A DISPLAY
 PE0956'SIGN. THE MARK IS OTHERWISE LOCATED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB2682 ***********************************************************************
 AB2682  PACS        -  This is a Primary Airport Control Station.
 AB2682  DESIGNATION -  9B9 A
 AB2682  PID         -  AB2682
 AB2682  STATE/COUNTY-  ME/LINCOLN
 AB2682  USGS QUAD   -  WESTPORT (1970)
 AB2682
 AB2682                         *CURRENT SURVEY CONTROL
 AB2682  ___________________________________________________________________
 AB2682* NAD 83(1996)-  43 57 30.07489(N)    069 42 59.56210(W)     ADJUSTED  
 AB2682* NAVD 88     -        21.41   (meters)      70.2    (feet)  GPS OBS   
 AB2682  ___________________________________________________________________
 AB2682  X           -   1,594,202.764 (meters)                     COMP
 AB2682  Y           -  -4,313,517.697 (meters)                     COMP
 AB2682  Z           -   4,404,758.831 (meters)                     COMP
 AB2682  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 AB2682  ELLIP HEIGHT-          -4.29  (meters)          (01/07/02) GPS OBS
 AB2682  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 AB2682
 AB2682  HORZ ORDER  -  B
 AB2682  ELLP ORDER  -  FIFTH     CLASS I
 AB2682
 AB2682.This mark is at Wiscasset Airport (9B9)
 AB2682
 AB2682.The horizontal coordinates were established by GPS observations
 AB2682.and adjusted by the National Geodetic Survey in July 1997..
 AB2682
 AB2682.The orthometric height was determined by GPS observations and a
 AB2682.high-resolution geoid model.
 AB2682
 AB2682.GPS derived orthometric heights for airport stations designated as
 AB2682.PACS or SACS are published to 2 decimal places.  This maintains
 AB2682.centimeter relative accuracy between the PACS and SACS.  It does
 AB2682.not indicate centimeter accuracy relative to other marks which are
 AB2682.part of the NAVD 88 network.
 AB2682
 AB2682.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2682
 AB2682.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2682
 AB2682.The ellipsoidal height was determined by GPS observations
 AB2682.and is referenced to NAD 83.
 AB2682
 AB2682.The geoid height was determined by GEOID03.
 AB2682
 AB2682;                    North         East     Units Scale Factor Converg.
 AB2682;SPC ME W     -   125,084.660   936,126.596   MT  0.99998271   +0 18 44.8
 AB2682;UTM  19      - 4,867,496.876   442,511.414   MT  0.99964065   -0 29 50.6
 AB2682
 AB2682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2682!SPC ME W     -   1.00000067  x   0.99998271  =   0.99998338
 AB2682!UTM  19      -   1.00000067  x   0.99964065  =   0.99964132
 AB2682
 AB2682:                Primary Azimuth Mark                     Grid Az
 AB2682:SPC ME W     -  C 157                                    034 27 22.0
 AB2682:UTM  19      -  C 157                                    035 15 57.4
 AB2682
 AB2682|---------------------------------------------------------------------|
 AB2682| PID    Reference Object                     Distance      Geod. Az  |
 AB2682|                                                           dddmmss.s |
 AB2682| OB0186 C 157                               495.564 METERS 0344606.8 |
 AB2682|---------------------------------------------------------------------|
 AB2682
 AB2682                          SUPERSEDED SURVEY CONTROL
 AB2682
 AB2682  ELLIP H (07/24/97)   -4.29   (m)                       GP(       ) 1 1
 AB2682  NAD 83(1992)-  43 57 30.07496(N)    069 42 59.56127(W) AD(1995.00) B
 AB2682  ELLIP H (04/19/96)   -4.29   (m)                       GP(1995.00) 3 1
 AB2682
 AB2682.Superseded values are not recommended for survey control.
 AB2682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2682.See file dsdata.txt to determine how the superseded data were derived.
 AB2682
 AB2682_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ4251167497(NAD 83)
 AB2682_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2682_SETTING: 66 = SET IN ROCK OUTCROP
 AB2682_STAMPING: 9B9 A 1995
 AB2682_MARK LOGO: NGS   
 AB2682_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB2682_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB2682+STABILITY: POSITION/ELEVATION WELL
 AB2682_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2682+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2006
 AB2682
 AB2682  HISTORY     - Date     Condition        Report By
 AB2682  HISTORY     - 1995     MONUMENTED       CHANCE
 AB2682  HISTORY     - 19951025 GOOD             NGS
 AB2682  HISTORY     - 19960703 GOOD             NGS
 AB2682  HISTORY     - 20041123 MARK NOT FOUND   USPSQD
 AB2682  HISTORY     - 20060916 GOOD             USPSQD
 AB2682
 AB2682                          STATION DESCRIPTION
 AB2682
 AB2682'DESCRIBED BY JE CHANCE AND ASSOCIATES 1995 (CL)
 AB2682'THE STATION IS LOCATED ABOUT 6.4 KM (3.95 MI) SOUTH-SOUTHWEST OF THE
 AB2682'TOWN OF WISCASSET AT THE WISCASSET MUNICIPAL AIRPORT. OWNERSHIP--TOWN
 AB2682'OF WISCASSET, TOM BOUDIN - OFFICE MANAGER, PHONE 207-882-9401  TO
 AB2682'REACH THE STATION FROM THE POST OFFICE IN WISCASSET, PROCEED
 AB2682'SOUTHWESTERLY ALONG U.S.  HIGHWAY 1 FOR 5.8 KM (3.60 MI) TO THE
 AB2682'INTERSECTION WITH STATE HIGHWAY 144.  TURN LEFT AND PROCEED SOUTHEAST
 AB2682'ON STATE HIGHWAY 144 FOR 0.65 KM (0.40 MI) TO CHEWONKI NECK ROAD ON
 AB2682'THE RIGHT.  TURN RIGHT AND PROCEED SOUTHWEST AND SOUTH ALONG CHEWONKI
 AB2682'NECK ROAD FOR 1.6 KM (1.00 MI) TO SHARP RIGHT TURN IN ROAD AND STATION
 AB2682'ON LEFT INSIDE CHAIN LINK FENCE  THE STATION IS A STANDARD NGS DISK
 AB2682'SET INTO A ROCK OUTCROP AT THE TOP OF A SMALL KNOLL.  THE STATION IS
 AB2682'LOCATED 80.68 M (264.70 FT) EAST OF THE SOUTHWESTERNMOST RUNWAY LIGHT
 AB2682'ON THE SOUTHEAST SIDE OF RUNWAY 7-25, 51.32 M (168.37 FT) WEST OF THE
 AB2682'NORTHEAST END OF THE CHAIN LINK FENCE, 13.82 M (45.34 FT)
 AB2682'NORTH-NORTHEAST OF THE FENCELINE, AND 9.67 M (31.73 FT) WEST-SOUTHWEST
 AB2682'OF THE BASE OF A NO TRESSPASSING SIGN  THE STATION IS DESIGNATED AS A
 AB2682'PRIMARY AIRPORT CONTROL STATION (PACS) - MAINE ANA SURVEYS 1995.
 AB2682
 AB2682                          STATION RECOVERY (1995)
 AB2682
 AB2682'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995
 AB2682'THE STATION IS LOCATED SOUTHEAST OF WISCASSET, MAINE, AT THE WISCASSET
 AB2682'MUNICIPAL AIRPORT.  THE STATION IS ON THE SOUTH SIDE OF RUNWAY END 7.
 AB2682'PERMISSION MUST BE OBTAINED BEFORE ACCESSING THIS STATION.  TO REACH
 AB2682'THE STATION FROM THE INTERSECTION OF U.S.  1 AND ROUTE 144, JUST SOUTH
 AB2682'OF WISCASSET.  GO SOUTHEAST ON ROUTE 144 FOR 0.4 MI (0.6 KM) TO
 AB2682'CHEWONKI ROAD, TURN RIGHT AND GO SOUTHWEST FOR 0.2 MI (0.3 KM) TO A
 AB2682'ROAD LEFT.  TURN LEFT AND PROCEED TO AIRPORT OPERATIONS BUILDING.  THE
 AB2682'STATION IS A STANDARD BRASS DISK SET INTO A DRILL HOLE IN A ROCK
 AB2682'OUTCROP.  THE OUTCROP FORMS A SMALL HILL APPROX.  35.0 M (114.8 FT)
 AB2682'WEST OF A WOODED AREA ON THE AIRFIELD.  THE STATION IS 55.6 M (182.4
 AB2682'FT) SOUTH SOUTHEAST OF THE FIRST RUNWAY LIGHT ON THE SOUTH SIDE OF
 AB2682'RUNWAY 7, 13.8 M (45.3 FT) NORTH OF AN EAST/WEST CHAIN LINK FENCE, AND
 AB2682'9.5 M (31.2 FT) WEST OF A METAL NO TRESPASSING SIGN.
 AB2682
 AB2682                          STATION RECOVERY (1996)
 AB2682
 AB2682'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (ED)
 AB2682'RECOVERED AS DESCRIBED.
 AB2682
 AB2682                          STATION RECOVERY (2004)
 AB2682
 AB2682'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMW)
 AB2682'NO FENCE WAS IN EVIDENCE FROM THE ROAD.
 AB2682
 AB2682                          STATION RECOVERY (2006)
 AB2682
 AB2682'RECOVERY NOTE BY US POWER SQUADRON 2006 (AMW)
 AB2682'THIS MARK WAS ENTERED AS NOT FOUND, ON THE LAST REPORT, BECAUSE OF
 AB2682'RESTRICTED ACCESS TO THE AIRPORT PROPERTY. THE MARK WAS SUBSEQUENTLY
 AB2682'FOUND TO BE GOOD AS OF THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB2683 ***********************************************************************
 AB2683  SACS        -  This is a Secondary Airport Control Station.
 AB2683  DESIGNATION -  9B9 B
 AB2683  PID         -  AB2683
 AB2683  STATE/COUNTY-  ME/LINCOLN
 AB2683  USGS QUAD   -  WESTPORT (1970)
 AB2683
 AB2683                         *CURRENT SURVEY CONTROL
 AB2683  ___________________________________________________________________
 AB2683* NAD 83(1996)-  43 57 44.21998(N)    069 42 42.88937(W)     ADJUSTED  
 AB2683* NAVD 88     -        18.02   (meters)      59.1    (feet)  GPS OBS   
 AB2683  ___________________________________________________________________
 AB2683  X           -   1,594,445.503 (meters)                     COMP
 AB2683  Y           -  -4,313,102.285 (meters)                     COMP
 AB2683  Z           -   4,405,070.742 (meters)                     COMP
 AB2683  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 AB2683  ELLIP HEIGHT-          -7.67  (meters)          (01/07/02) GPS OBS
 AB2683  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 AB2683
 AB2683  HORZ ORDER  -  FIRST
 AB2683  ELLP ORDER  -  FIFTH     CLASS I
 AB2683
 AB2683.This mark is at Wiscasset Airport (9B9)
 AB2683
 AB2683.The horizontal coordinates were established by GPS observations
 AB2683.and adjusted by the National Geodetic Survey in July 1997..
 AB2683
 AB2683.The orthometric height was determined by GPS observations and a
 AB2683.high-resolution geoid model.
 AB2683
 AB2683.GPS derived orthometric heights for airport stations designated as
 AB2683.PACS or SACS are published to 2 decimal places.  This maintains
 AB2683.centimeter relative accuracy between the PACS and SACS.  It does
 AB2683.not indicate centimeter accuracy relative to other marks which are
 AB2683.part of the NAVD 88 network.
 AB2683
 AB2683.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2683
 AB2683.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2683
 AB2683.The ellipsoidal height was determined by GPS observations
 AB2683.and is referenced to NAD 83.
 AB2683
 AB2683.The geoid height was determined by GEOID03.
 AB2683
 AB2683;                    North         East     Units Scale Factor Converg.
 AB2683;SPC ME W     -   125,523.262   936,495.899   MT  0.99998304   +0 18 56.5
 AB2683;UTM  19      - 4,867,930.066   442,886.750   MT  0.99964012   -0 29 39.2
 AB2683
 AB2683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2683!SPC ME W     -   1.00000120  x   0.99998304  =   0.99998424
 AB2683!UTM  19      -   1.00000120  x   0.99964012  =   0.99964132
 AB2683
 AB2683                          SUPERSEDED SURVEY CONTROL
 AB2683
 AB2683  ELLIP H (07/24/97)   -7.68   (m)                       GP(       ) 1 1
 AB2683  NAD 83(1992)-  43 57 44.22005(N)    069 42 42.88855(W) AD(1995.00) 1
 AB2683  ELLIP H (04/19/96)   -7.68   (m)                       GP(1995.00) 3 1
 AB2683
 AB2683.Superseded values are not recommended for survey control.
 AB2683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2683.See file dsdata.txt to determine how the superseded data were derived.
 AB2683
 AB2683_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ4288767930(NAD 83)
 AB2683_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2683_SETTING: 66 = SET IN ROCK OUTCROP
 AB2683_STAMPING: 9B9 B 1995
 AB2683_MARK LOGO: NGS   
 AB2683_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB2683_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB2683+STABILITY: POSITION/ELEVATION WELL
 AB2683_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2683+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2004
 AB2683
 AB2683  HISTORY     - Date     Condition        Report By
 AB2683  HISTORY     - 1995     MONUMENTED       CHANCE
 AB2683  HISTORY     - 19960703 GOOD             NGS
 AB2683  HISTORY     - 20041123 GOOD             USPSQD
 AB2683  HISTORY     - 20060916 MARK NOT FOUND   USPSQD
 AB2683
 AB2683                          STATION DESCRIPTION
 AB2683
 AB2683'DESCRIBED BY JE CHANCE AND ASSOCIATES 1995 (CL)
 AB2683'THE STATION IS LOCATED ABOUT 6.4 KM (3.95 MI) SOUTH-SOUTHWEST OF THE
 AB2683'TOWN OF WISCASSET AT THE WISCASSET MUNICIPAL AIRPORT. OWNERSHIP--TOWN
 AB2683'OF WISCASSET, TOM BOUDIN - OFFICE MANAGER, PHONE 207-882-9401  TO
 AB2683'REACH THE STATION FROM THE POST OFFICE IN WISCASSET, PROCEED
 AB2683'SOUTHWESTERLY ALONG U.S.  HIGHWAY 1 FOR 5.8 KM (3.60 MI) TO THE
 AB2683'INTERSECTION WITH STATE HIGHWAY 144.  TURN LEFT AND PROCEED SOUTHEAST
 AB2683'ON STATE HIGHWAY 144 FOR 0.65 KM (0.40 MI) TO CHEWONKI NECK ROAD ON
 AB2683'THE RIGHT.  TURN RIGHT AND PROCEED SOUTHWEST ON CHEWONKI NECK ROAD FOR
 AB2683'0.5 KM (0.30 MI) TO THE TERMINAL.  TURN LEFT AND PROCEED SOUTH ONTO
 AB2683'THE SOUTHWESTERNMOST APRON AND STATION AT SOUTH EDGE OF APRON  THE
 AB2683'STATION IS A STANDARD NGS DISK SET INTO A ROCK OUTCROP.  THE STATION
 AB2683'IS LOCATED 63.14 M (207.15 FT) SOUTH OF THE SOUTHWEST CORNER OF A
 AB2683'HANGAR (EXXON) , 27.77 M (91.11 FT) NORTH-NORTHWEST OF THE
 AB2683'SOUTHEASTERNMOST RAMP LIGHT ON THE EAST SIDE OF THE WESTERNMOST RAMP
 AB2683'TO RUNWAY 7-25, 20.90 M (68.57 FT) NORTH OF THE CENTER RAMP LIGHT ON
 AB2683'THE EAST SIDE OF THE WESTERNMOST RAMP, 18.90 M (62.01 FT) NORTHEAST OF
 AB2683'THE CENTERLINE OF THE WESTERNMOST RAMP TO RUNWAY 7-25, 12.70 M (41.67
 AB2683'FT) NORTH-NORTHEAST OF THE NORTHEASTERNMOST RAMP LIGHT ON THE EAST
 AB2683'SIDE OF THE WESTERNMOST RAMP TO RUNWAY 7-25, AND 7.73 M (25.36 FT)
 AB2683'SOUTHEAST OF THE SOUTH EDGE OF THE APRON  THE STATION IS DESIGNATED AS
 AB2683'A SECONDARY AIRPORT CONTROL STATION (SACS) - MAINE ANA SURVEYS 1995.
 AB2683
 AB2683                          STATION RECOVERY (1996)
 AB2683
 AB2683'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (ED)
 AB2683'RECOVERED AS DESCRIBED.
 AB2683
 AB2683                          STATION RECOVERY (2004)
 AB2683
 AB2683'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMW)
 AB2683'RECOVERED IN GOOD CONDITION.
 AB2683
 AB2683                          STATION RECOVERY (2006)
 AB2683
 AB2683'RECOVERY NOTE BY US POWER SQUADRON 2006 (AMW)
 AB2683'THE AIRPORT HAS AND IS, AT THIS DATE, BEING EXPANDED. THE AREA WHERE
 AB2683'THE MARK WAS HAS BEEN PAVED OVER AND IS PARKING FOR AIRCRAFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB2684 ***********************************************************************
 AB2684  SACS        -  This is a Secondary Airport Control Station.
 AB2684  DESIGNATION -  9B9 C
 AB2684  PID         -  AB2684
 AB2684  STATE/COUNTY-  ME/LINCOLN
 AB2684  USGS QUAD   -  WESTPORT (1970)
 AB2684
 AB2684                         *CURRENT SURVEY CONTROL
 AB2684  ___________________________________________________________________
 AB2684* NAD 83(1996)-  43 57 53.99966(N)    069 42 21.27441(W)     ADJUSTED  
 AB2684* NAVD 88     -        16.35   (meters)      53.6    (feet)  GPS OBS   
 AB2684  ___________________________________________________________________
 AB2684  X           -   1,594,824.381 (meters)                     COMP
 AB2684  Y           -  -4,312,737.516 (meters)                     COMP
 AB2684  Z           -   4,405,286.843 (meters)                     COMP
 AB2684  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 AB2684  ELLIP HEIGHT-          -9.34  (meters)          (01/07/02) GPS OBS
 AB2684  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 AB2684
 AB2684  HORZ ORDER  -  FIRST
 AB2684  ELLP ORDER  -  FIFTH     CLASS I
 AB2684
 AB2684.This mark is at Wiscasset Airport (9B9)
 AB2684
 AB2684.The horizontal coordinates were established by GPS observations
 AB2684.and adjusted by the National Geodetic Survey in July 1997..
 AB2684
 AB2684.The orthometric height was determined by GPS observations and a
 AB2684.high-resolution geoid model.
 AB2684
 AB2684.GPS derived orthometric heights for airport stations designated as
 AB2684.PACS or SACS are published to 2 decimal places.  This maintains
 AB2684.centimeter relative accuracy between the PACS and SACS.  It does
 AB2684.not indicate centimeter accuracy relative to other marks which are
 AB2684.part of the NAVD 88 network.
 AB2684
 AB2684.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2684
 AB2684.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2684
 AB2684.The ellipsoidal height was determined by GPS observations
 AB2684.and is referenced to NAD 83.
 AB2684
 AB2684.The geoid height was determined by GEOID03.
 AB2684
 AB2684;                    North         East     Units Scale Factor Converg.
 AB2684;SPC ME W     -   125,827.768   936,976.074   MT  0.99998348   +0 19 11.5
 AB2684;UTM  19      - 4,868,227.652   443,371.015   MT  0.99963944   -0 29 24.2
 AB2684
 AB2684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2684!SPC ME W     -   1.00000146  x   0.99998348  =   0.99998494
 AB2684!UTM  19      -   1.00000146  x   0.99963944  =   0.99964090
 AB2684
 AB2684                          SUPERSEDED SURVEY CONTROL
 AB2684
 AB2684  ELLIP H (07/24/97)   -9.35   (m)                       GP(       ) 1 1
 AB2684  NAD 83(1992)-  43 57 53.99973(N)    069 42 21.27358(W) AD(1995.00) 1
 AB2684  ELLIP H (04/19/96)   -9.35   (m)                       GP(1995.00) 3 1
 AB2684
 AB2684.Superseded values are not recommended for survey control.
 AB2684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2684.See file dsdata.txt to determine how the superseded data were derived.
 AB2684
 AB2684_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ4337168228(NAD 83)
 AB2684_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2684_SETTING: 66 = SET IN ROCK OUTCROP
 AB2684_STAMPING: 9B9 C 1995
 AB2684_MARK LOGO: NGS   
 AB2684_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB2684_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB2684+STABILITY: POSITION/ELEVATION WELL
 AB2684_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2684+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2006
 AB2684
 AB2684  HISTORY     - Date     Condition        Report By
 AB2684  HISTORY     - 1995     MONUMENTED       CHANCE
 AB2684  HISTORY     - 19960703 GOOD             NGS
 AB2684  HISTORY     - 20041123 GOOD             USPSQD
 AB2684  HISTORY     - 20060916 GOOD             USPSQD
 AB2684
 AB2684                          STATION DESCRIPTION
 AB2684
 AB2684'DESCRIBED BY JE CHANCE AND ASSOCIATES 1995 (CL)
 AB2684'THE STATION IS LOCATED ABOUT 6.4 KM (3.95 MI) SOUTH-SOUTHWEST OF THE
 AB2684'TOWN OF WISCASSET AT THE WISCASSET MUNICIPAL AIRPORT. OWNERSHIP--TOWN
 AB2684'OF WISCASSET, TOM BOUDIN - OFFICE MANAGER, PHONE 207-882-9401  TO
 AB2684'REACH THE STATION FROM THE POST OFFICE IN WISCASSET, PROCEED SOUTH
 AB2684'ALONG U.S.  HIGHWAY 1 FOR 5.8 KM (3.60 MI) TO THE INTERSECTION WITH
 AB2684'STATE HIGHWAY 144.  TURN LEFT AND PROCEED SOUTHWEST ON STATE HIGHWAY
 AB2684'144 FOR 1.0 KM (0.60 MI) TO THE CREST OF A HILL AND THE STATION ON THE
 AB2684'RIGHT  THE STATION IS A STANDARD NGS DISK SET INTO A ROCK OUTCROP.
 AB2684'THE STATION IS LOCATED 16.62 M (54.53 FT) SOUTHWEST OF THE CENTERLINE
 AB2684'OF STATE HIGHWAY 144, 16.95 M (55.61 FT) SOUTHEAST OF THE
 AB2684'NORTHEASTERLY PROJECTION OF THE CENTERLINE OF RUNWAY 7-25, AND AT A
 AB2684'TRUE BEARING OF APPROXIMATELY 73 DEGREES FROM THE AIRPORT BEACON TOWER
 AB2684'THE STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION
 AB2684'(SACS) - MAINE ANA SURVEYS 1995.
 AB2684
 AB2684                          STATION RECOVERY (1996)
 AB2684
 AB2684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (ED)
 AB2684'RECOVERED AS DESCRIBED.
 AB2684
 AB2684                          STATION RECOVERY (2004)
 AB2684
 AB2684'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMW)
 AB2684'THE MARK IS ABOUT 18 FT. INSIDE THE PERIMETER FENCE, 2 FENCE POLES TO
 AB2684'THE RIGHT OF THE DOUBLE GATE.
 AB2684
 AB2684                          STATION RECOVERY (2006)
 AB2684
 AB2684'RECOVERY NOTE BY US POWER SQUADRON 2006 (AMW)
 AB2684'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0049 ***********************************************************************
 SF0049  DESIGNATION -  A 10
 SF0049  PID         -  SF0049
 SF0049  STATE/COUNTY-  ME/AROOSTOOK
 SF0049  USGS QUAD   -  FORT KENT NORTH (1985)
 SF0049
 SF0049                         *CURRENT SURVEY CONTROL
 SF0049  ___________________________________________________________________
 SF0049* NAD 83(1986)-  47 15 25.     (N)    068 35 11.     (W)     SCALED    
 SF0049* NAVD 88     -       161.524  (meters)     529.93   (feet)  POSTED    
 SF0049  ___________________________________________________________________
 SF0049  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 SF0049  DYNAMIC HT  -         161.550 (meters)     530.02  (feet)  COMP
 SF0049  MODELED GRAV-     980,753.6   (mgal)                       NAVD 88
 SF0049
 SF0049  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 SF0049
 SF0049.The horizontal coordinates were scaled from a topographic map and have
 SF0049.an estimated accuracy of +/- 6 seconds.
 SF0049
 SF0049.The orthometric height was determined by differential leveling
 SF0049.and adjusted by the National Geodetic Survey in 1992..
 SF0049.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 SF0049.rate of 1.1 thru 2.0 mm/km.
 SF0049
 SF0049.The geoid height was determined by GEOID03.
 SF0049
 SF0049.The dynamic height is computed by dividing the NAVD 88
 SF0049.geopotential number by the normal gravity value computed on the
 SF0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0049.degrees latitude (g = 980.6199 gals.).
 SF0049
 SF0049.The modeled gravity was interpolated from observed gravity values.
 SF0049
 SF0049;                    North         East    Units  Estimated Accuracy
 SF0049;SPC ME E     -   398,990.      293,460.      MT  (+/- 180 meters Scaled)
 SF0049
 SF0049                          SUPERSEDED SURVEY CONTROL
 SF0049
 SF0049  NGVD 29 (??/??/92)  161.635  (m)          530.30   (f) ADJ UNCH    1 2
 SF0049
 SF0049.Superseded values are not recommended for survey control.
 SF0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0049.See file dsdata.txt to determine how the superseded data were derived.
 SF0049
 SF0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN312338(NAD 83)
 SF0049_MARKER: DB = BENCH MARK DISK
 SF0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SF0049_STAMPING: 530.297 A 10 1927
 SF0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF0049+STABILITY: SURFACE MOTION
 SF0049
 SF0049  HISTORY     - Date     Condition        Report By
 SF0049  HISTORY     - 1927     MONUMENTED       CGS
 SF0049  HISTORY     - 1934     GOOD             NGS
 SF0049  HISTORY     - 1978     MARK NOT FOUND   NGS
 SF0049  HISTORY     - 1984     MARK NOT FOUND   LOCSUR
 SF0049
 SF0049                          STATION DESCRIPTION
 SF0049
 SF0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 SF0049'AT FORT KENT.
 SF0049'AT FORT KENT, AROOSTOOK COUNTY, ON THE BANGOR AND AROOSTOOK
 SF0049'RAILROAD, 9 RAILS NORTHWEST OF THE NORTHWEST END OF THE STATION,
 SF0049'27 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 8 FEET NORTHEAST OF
 SF0049'THE NORTHEAST SIDE OF A CAFE, AND 2 FEET NORTHEAST AND 3 FEET
 SF0049'NORTHWEST OF A CORNER OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 SF0049'DISK, STAMPED 530.297 A 10 1927 AND SET IN THE TOP OF A CONCRETE
 SF0049'POST PROJECTING 3 INCHES ABOVE GROUND.
 SF0049
 SF0049                          STATION RECOVERY (1934)
 SF0049
 SF0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 SF0049'RECOVERED IN GOOD CONDITION.
 SF0049
 SF0049                          STATION RECOVERY (1978)
 SF0049
 SF0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 SF0049'MARK NOT FOUND.
 SF0049
 SF0049                          STATION RECOVERY (1984)
 SF0049
 SF0049'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 SF0049'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1518 ***********************************************************************
 PE1518  DESIGNATION -  A 100
 PE1518  PID         -  PE1518
 PE1518  STATE/COUNTY-  ME/SOMERSET
 PE1518  USGS QUAD   -  FAIRFIELD (1988)
 PE1518
 PE1518                         *CURRENT SURVEY CONTROL
 PE1518  ___________________________________________________________________
 PE1518* NAD 83(1986)-  44 36 10.     (N)    069 35 51.     (W)     SCALED    
 PE1518* NAVD 88     -        41.486  (meters)     136.11   (feet)  ADJUSTED  
 PE1518  ___________________________________________________________________
 PE1518  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 PE1518  DYNAMIC HT  -          41.484 (meters)     136.10  (feet)  COMP
 PE1518  MODELED GRAV-     980,564.0   (mgal)                       NAVD 88
 PE1518
 PE1518  VERT ORDER  -  SECOND    CLASS I
 PE1518
 PE1518.The horizontal coordinates were scaled from a topographic map and have
 PE1518.an estimated accuracy of +/- 6 seconds.
 PE1518
 PE1518.The orthometric height was determined by differential leveling
 PE1518.and adjusted by the National Geodetic Survey in June 1991..
 PE1518
 PE1518.The geoid height was determined by GEOID03.
 PE1518
 PE1518.The dynamic height is computed by dividing the NAVD 88
 PE1518.geopotential number by the normal gravity value computed on the
 PE1518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1518.degrees latitude (g = 980.6199 gals.).
 PE1518
 PE1518.The modeled gravity was interpolated from observed gravity values.
 PE1518
 PE1518;                    North         East    Units  Estimated Accuracy
 PE1518;SPC ME W     -   196,750.      945,180.      MT  (+/- 180 meters Scaled)
 PE1518
 PE1518                          SUPERSEDED SURVEY CONTROL
 PE1518
 PE1518  NGVD 29 (??/??/92)   41.686  (m)          136.76   (f) ADJ UNCH    2 1
 PE1518
 PE1518.Superseded values are not recommended for survey control.
 PE1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1518.See file dsdata.txt to determine how the superseded data were derived.
 PE1518
 PE1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK525389(NAD 83)
 PE1518_MARKER: DD = SURVEY DISK
 PE1518_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE1518_SP_SET: BRIDGE
 PE1518_STAMPING: A-100 7-29-74
 PE1518_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE1518
 PE1518  HISTORY     - Date     Condition        Report By
 PE1518  HISTORY     - 1974     MONUMENTED       MEDT
 PE1518  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 PE1518
 PE1518                          STATION DESCRIPTION
 PE1518
 PE1518'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 PE1518'AT FAIRFIELD.
 PE1518'ABOUT 1.25 MILES NORTH ALONG U.S. HIGHWAY 201 FROM THE POST
 PE1518'OFFICE AT FAIRFIELD AT THE I-95 OVERPASS CROSSING OF U.S. HIGHWAY
 PE1518'201.  A DISK SET FLUSH IN THE TOP OF THE NORTHWEST END OF THE
 PE1518'WEST WINGWALL OF THE I-95 BRIDGE OVER RTE. 201, 30 FEET NORTH
 PE1518'OF THE CENTERLINE AND ABOUT 1 FOOT ABOVE THE SURFACE OF I-95
 PE1518'SOUTHBOUND.  A MAINE STATE HIGHWAY COMMISSION DISK STAMPED A-100
 PE1518'7-29-74.
 PE1518
 PE1518                          STATION RECOVERY (1986)
 PE1518
 PE1518'RECOVERY NOTE BY US POWER SQUADRON 1986 (HW)
 PE1518'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0870 ***********************************************************************
 QG0870  DESIGNATION -  A 100
 QG0870  PID         -  QG0870
 QG0870  STATE/COUNTY-  ME/SOMERSET
 QG0870  USGS QUAD   -  BRASSUA LAKE EAST (1988)
 QG0870
 QG0870                         *CURRENT SURVEY CONTROL
 QG0870  ___________________________________________________________________
 QG0870* NAD 83(1986)-  45 38 01.     (N)    069 49 32.     (W)     SCALED    
 QG0870* NAVD 88     -       339.009  (meters)    1112.23   (feet)  ADJUSTED  
 QG0870  ___________________________________________________________________
 QG0870  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 QG0870  DYNAMIC HT  -         338.998 (meters)    1112.20  (feet)  COMP
 QG0870  MODELED GRAV-     980,573.0   (mgal)                       NAVD 88
 QG0870
 QG0870  VERT ORDER  -  SECOND    CLASS 0
 QG0870
 QG0870.The horizontal coordinates were scaled from a topographic map and have
 QG0870.an estimated accuracy of +/- 6 seconds.
 QG0870
 QG0870.The orthometric height was determined by differential leveling
 QG0870.and adjusted by the National Geodetic Survey in June 1991..
 QG0870
 QG0870.The geoid height was determined by GEOID03.
 QG0870
 QG0870.The dynamic height is computed by dividing the NAVD 88
 QG0870.geopotential number by the normal gravity value computed on the
 QG0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0870.degrees latitude (g = 980.6199 gals.).
 QG0870
 QG0870.The modeled gravity was interpolated from observed gravity values.
 QG0870
 QG0870;                    North         East    Units  Estimated Accuracy
 QG0870;SPC ME W     -   311,200.      926,600.      MT  (+/- 180 meters Scaled)
 QG0870
 QG0870                          SUPERSEDED SURVEY CONTROL
 QG0870
 QG0870  NGVD 29 (??/??/92)  339.173  (m)         1112.77   (f) ADJ UNCH    2 0
 QG0870
 QG0870.Superseded values are not recommended for survey control.
 QG0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0870.See file dsdata.txt to determine how the superseded data were derived.
 QG0870
 QG0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL356536(NAD 83)
 QG0870_MARKER: DB = BENCH MARK DISK
 QG0870_SETTING: 80 = SET IN A BOULDER
 QG0870_SP_SET: BOULDER
 QG0870_STAMPING: A 100 1953
 QG0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0870+STABILITY: SURFACE MOTION
 QG0870
 QG0870  HISTORY     - Date     Condition        Report By
 QG0870  HISTORY     - 1953     MONUMENTED       CGS
 QG0870  HISTORY     - 1977     MARK NOT FOUND   LOCENG
 QG0870  HISTORY     - 1978     MARK NOT FOUND   NGS
 QG0870
 QG0870                          STATION DESCRIPTION
 QG0870
 QG0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0870'1.8 MI NE FROM TARRATINE.
 QG0870'1.75 MILES NORTHEAST ALONG STATE HIGHWAY 15 FROM THE CROSSING
 QG0870'OF THE CANADIAN PACIFIC RAILWAY AT TARRATINE, LOCATED NORTHWEST
 QG0870'AND ACROSS HIGHWAY FROM A GRAVEL PIT, NEAR THE TOP OF A GRADE,
 QG0870'SET IN THE TOP OF THE HIGHEST POINT OF A ROUNDED EMBEDDED BOULDER
 QG0870'ABOUT 12 BY 7 FEET AND PROJECTING ABOUT 4 FEET ABOVE GROUND,
 QG0870'94 FEET NORTHWEST OF CENTER LINE OF HIGHWAY, ABOUT 40 YARDS WEST
 QG0870'OF CREST OF GRADE, 59 FEET WEST OF A TRIANGULAR BLAZED 26-INCH
 QG0870'HEMLOCK TREE AND ABOUT 3 FEET BELOW LEVEL OF ROAD.
 QG0870
 QG0870                          STATION RECOVERY (1977)
 QG0870
 QG0870'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 QG0870'MARK NOT FOUND.
 QG0870
 QG0870                          STATION RECOVERY (1978)
 QG0870
 QG0870'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0870'MARK SEARCHED BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1519 ***********************************************************************
 PE1519  DESIGNATION -  A 101
 PE1519  PID         -  PE1519
 PE1519  STATE/COUNTY-  ME/SOMERSET
 PE1519  USGS QUAD   -  FAIRFIELD (1988)
 PE1519
 PE1519                         *CURRENT SURVEY CONTROL
 PE1519  ___________________________________________________________________
 PE1519* NAD 83(1986)-  44 35 58.     (N)    069 36 47.     (W)     SCALED    
 PE1519* NAVD 88     -        54.133  (meters)     177.60   (feet)  ADJUSTED  
 PE1519  ___________________________________________________________________
 PE1519  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 PE1519  DYNAMIC HT  -          54.130 (meters)     177.59  (feet)  COMP
 PE1519  MODELED GRAV-     980,562.4   (mgal)                       NAVD 88
 PE1519
 PE1519  VERT ORDER  -  SECOND    CLASS I
 PE1519
 PE1519.The horizontal coordinates were scaled from a topographic map and have
 PE1519.an estimated accuracy of +/- 6 seconds.
 PE1519
 PE1519.The orthometric height was determined by differential leveling
 PE1519.and adjusted by the National Geodetic Survey in June 1991..
 PE1519
 PE1519.The geoid height was determined by GEOID03.
 PE1519
 PE1519.The dynamic height is computed by dividing the NAVD 88
 PE1519.geopotential number by the normal gravity value computed on the
 PE1519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1519.degrees latitude (g = 980.6199 gals.).
 PE1519
 PE1519.The modeled gravity was interpolated from observed gravity values.
 PE1519
 PE1519;                    North         East    Units  Estimated Accuracy
 PE1519;SPC ME W     -   196,370.      943,950.      MT  (+/- 180 meters Scaled)
 PE1519
 PE1519                          SUPERSEDED SURVEY CONTROL
 PE1519
 PE1519  NGVD 29 (??/??/92)   54.332  (m)          178.25   (f) ADJ UNCH    2 1
 PE1519
 PE1519.Superseded values are not recommended for survey control.
 PE1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1519.See file dsdata.txt to determine how the superseded data were derived.
 PE1519
 PE1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK513386(NAD 83)
 PE1519_MARKER: DD = SURVEY DISK
 PE1519_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE1519_SP_SET: PIER
 PE1519_STAMPING: A-101 7-29-74
 PE1519_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE1519
 PE1519  HISTORY     - Date     Condition        Report By
 PE1519  HISTORY     - 1974     MONUMENTED       MEDT
 PE1519  HISTORY     - 1986     GOOD             USPSQD
 PE1519
 PE1519                          STATION DESCRIPTION
 PE1519
 PE1519'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 PE1519'1.2 MI SW FROM FAIRFIELD.
 PE1519'ABOUT 1.15 MILES SOUTHWESTERLY ALONG I-95 SOUTHBOUND FROM THE
 PE1519'I-95 OVERPASS CROSSING U.S. RTE. 201 IN FAIRFIELD AT THE WESTERN
 PE1519'AVENUE (RTE. 139) OVERPASS ON THE WEST SIDE OF I-95 SOUTHBOUND
 PE1519'SET VERTICALLY IN THE CENTER OF THE EAST FACE OF THE 3 X 3 FOOT
 PE1519'NORTHWEST PIER.  ABOUT 27 FEET WEST OF, AND 3 1/2 FEET ABOVE
 PE1519'THE CENTERLINE OF I-95 SOUTHBOUND.  A MAINE STATE HIGHWAY
 PE1519'COMMISSION DISK STAMPED A-100 7-29-74.
 PE1519
 PE1519                          STATION RECOVERY (1986)
 PE1519
 PE1519'RECOVERY NOTE BY US POWER SQUADRON 1986 (HW)
 PE1519'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0025 ***********************************************************************
 RF0025  DESIGNATION -  A 101
 RF0025  PID         -  RF0025
 RF0025  STATE/COUNTY-  ME/AROOSTOOK
 RF0025  USGS QUAD   -  ASHLAND (1986)
 RF0025
 RF0025                         *CURRENT SURVEY CONTROL
 RF0025  ___________________________________________________________________
 RF0025* NAD 83(1986)-  46 37 53.     (N)    068 25 57.     (W)     SCALED    
 RF0025* NAVD 88     -       171.155  (meters)     561.53   (feet)  ADJUSTED  
 RF0025  ___________________________________________________________________
 RF0025  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 RF0025  DYNAMIC HT  -         171.173 (meters)     561.59  (feet)  COMP
 RF0025  MODELED GRAV-     980,714.0   (mgal)                       NAVD 88
 RF0025
 RF0025  VERT ORDER  -  SECOND    CLASS 0
 RF0025
 RF0025.The horizontal coordinates were scaled from a topographic map and have
 RF0025.an estimated accuracy of +/- 6 seconds.
 RF0025
 RF0025.The orthometric height was determined by differential leveling
 RF0025.and adjusted by the National Geodetic Survey in June 1991..
 RF0025
 RF0025.The geoid height was determined by GEOID03.
 RF0025
 RF0025.The dynamic height is computed by dividing the NAVD 88
 RF0025.geopotential number by the normal gravity value computed on the
 RF0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0025.degrees latitude (g = 980.6199 gals.).
 RF0025
 RF0025.The modeled gravity was interpolated from observed gravity values.
 RF0025
 RF0025;                    North         East    Units  Estimated Accuracy
 RF0025;SPC ME E     -   329,450.      305,170.      MT  (+/- 180 meters Scaled)
 RF0025
 RF0025                          SUPERSEDED SURVEY CONTROL
 RF0025
 RF0025  NGVD 29 (??/??/92)  171.332  (m)          562.11   (f) ADJ UNCH    2 0
 RF0025
 RF0025.Superseded values are not recommended for survey control.
 RF0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0025.See file dsdata.txt to determine how the superseded data were derived.
 RF0025
 RF0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM434643(NAD 83)
 RF0025_MARKER: DB = BENCH MARK DISK
 RF0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RF0025_STAMPING: A 101 1953
 RF0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0025+STABILITY: SURFACE MOTION
 RF0025
 RF0025  HISTORY     - Date     Condition        Report By
 RF0025  HISTORY     - 1953     MONUMENTED       CGS
 RF0025  HISTORY     - 1978     MARK NOT FOUND   NGS
 RF0025  HISTORY     - 198404   MARK NOT FOUND   USGS
 RF0025
 RF0025                          STATION DESCRIPTION
 RF0025
 RF0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0025'0.9 MI SW FROM ASHLAND.
 RF0025'ABOUT 0.3 MILE WEST ALONG STATE HIGHWAY 11 FROM THE BANGOR AND
 RF0025'AROOSTOOK RAILROAD STATION AT ASHLAND THENCE ABOUT 0.6 MILE
 RF0025'SOUTHWEST ALONG A BLACK TOP ROAD, ABOUT 0.6 MILE SOUTHWEST OF THE
 RF0025'WEST END OF HIGHWAY 11 CONCRETE BRIDGE OVER AROOSTOOK RIVER,
 RF0025'IN THE Y OF JUNCTION OF A BLACK TOP ROAD SOUTHWEST AND A GRAVEL
 RF0025'ROAD WEST, 52 FEET SOUTH OF CENTER LINE OF GRAVEL ROAD, 37 1/2
 RF0025'FEET NORTHWEST OF CENTER LINE OF BLACK TOP ROAD, 4 1/2 FEET
 RF0025'SOUTHWEST OF TELEPHONE POLE NO. 6-22, ABOUT 1 1/2 FEET BELOW
 RF0025'LEVEL OF BLACK TOP ROAD AND SET IN THE TOP OF A CONCRETE POST
 RF0025'PROJECTING 2 INCHES.
 RF0025
 RF0025                          STATION RECOVERY (1978)
 RF0025
 RF0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 RF0025'MARK NOT FOUND.
 RF0025
 RF0025                          STATION RECOVERY (1984)
 RF0025
 RF0025'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 (JHS)
 RF0025'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1520 ***********************************************************************
 PE1520  DESIGNATION -  A 102
 PE1520  PID         -  PE1520
 PE1520  STATE/COUNTY-  ME/SOMERSET
 PE1520  USGS QUAD   -  WATERVILLE (1982)
 PE1520
 PE1520                         *CURRENT SURVEY CONTROL
 PE1520  ___________________________________________________________________
 PE1520* NAD 83(1986)-  44 35 23.     (N)    069 37 30.     (W)     SCALED    
 PE1520* NAVD 88     -        56.658  (meters)     185.89   (feet)  ADJUSTED  
 PE1520  ___________________________________________________________________
 PE1520  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 PE1520  DYNAMIC HT  -          56.655 (meters)     185.88  (feet)  COMP
 PE1520  MODELED GRAV-     980,561.0   (mgal)                       NAVD 88
 PE1520
 PE1520  VERT ORDER  -  SECOND    CLASS I
 PE1520
 PE1520.The horizontal coordinates were scaled from a topographic map and have
 PE1520.an estimated accuracy of +/- 6 seconds.
 PE1520
 PE1520.The orthometric height was determined by differential leveling
 PE1520.and adjusted by the National Geodetic Survey in June 1991..
 PE1520
 PE1520.The geoid height was determined by GEOID03.
 PE1520
 PE1520.The dynamic height is computed by dividing the NAVD 88
 PE1520.geopotential number by the normal gravity value computed on the
 PE1520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1520.degrees latitude (g = 980.6199 gals.).
 PE1520
 PE1520.The modeled gravity was interpolated from observed gravity values.
 PE1520
 PE1520;                    North         East    Units  Estimated Accuracy
 PE1520;SPC ME W     -   195,280.      943,010.      MT  (+/- 180 meters Scaled)
 PE1520
 PE1520                          SUPERSEDED SURVEY CONTROL
 PE1520
 PE1520  NGVD 29 (??/??/92)   56.856  (m)          186.54   (f) ADJ UNCH    2 1
 PE1520
 PE1520.Superseded values are not recommended for survey control.
 PE1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1520.See file dsdata.txt to determine how the superseded data were derived.
 PE1520
 PE1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK503375(NAD 83)
 PE1520_MARKER: DD = SURVEY DISK
 PE1520_SETTING: 66 = SET IN ROCK OUTCROP
 PE1520_SP_SET: ROCK LEDGE
 PE1520_STAMPING: A-102 7-29-74
 PE1520_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1520+STABILITY: POSITION/ELEVATION WELL
 PE1520
 PE1520  HISTORY     - Date     Condition        Report By
 PE1520  HISTORY     - 1974     MONUMENTED       MEDT
 PE1520  HISTORY     - 1986     GOOD             USPSQD
 PE1520
 PE1520                          STATION DESCRIPTION
 PE1520
 PE1520'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 PE1520'2 MI SW FROM FAIRFIELD.
 PE1520'ABOUT 2 MILES SOUTHWESTERLY ALONG I-95 SOUTHBOUND FROM THE I-95
 PE1520'OVERPASS CROSSING U.S. RTE. 201 IN FAIRFIELD, (AND 0.85 MILE SOUTH
 PE1520'OF THE WESTERN AVENUE (RTE. 139) OVERPASS AND 0.1 MILE SOUTH OF
 PE1520'THE I-95 SIGN WHICH READS WATERVILLE-WINSLOW EXIT 1 MILE.)
 PE1520'A DISK SET FLUSH WITH THE SURFACE OF THE EXPOSED LEDGE, 65 FEET
 PE1520'SOUTH OF THE NORTHERN-MOST EXPOSURE, 47 FEET WEST OF, AND 2 FEET
 PE1520'ABOVE THE CENTERLINE OF I-95 SOUTHBOUND, 3.2 FEET WEST OF THE
 PE1520'6 FOOT VERTICAL LEDGE FACE AND 1.8 FEET EAST OF THE METAL
 PE1520'WITNESS POST.  A MAINE STATE HIGHWAY COMMISSION DISK STAMPED
 PE1520'A-102 7-29-74.
 PE1520
 PE1520                          STATION RECOVERY (1986)
 PE1520
 PE1520'RECOVERY NOTE BY US POWER SQUADRON 1986 (HW)
 PE1520'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0237 ***********************************************************************
 RF0237  DESIGNATION -  A 102
 RF0237  PID         -  RF0237
 RF0237  STATE/COUNTY-  ME/PISCATAQUIS
 RF0237  USGS QUAD   -  SPIDER LAKE (1989)
 RF0237
 RF0237                         *CURRENT SURVEY CONTROL
 RF0237  ___________________________________________________________________
 RF0237* NAD 83(1986)-  46 29 39.     (N)    069 07 52.     (W)     SCALED    
 RF0237* NAVD 88     -       342.853  (meters)    1124.84   (feet)  ADJUSTED  
 RF0237  ___________________________________________________________________
 RF0237  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 RF0237  DYNAMIC HT  -         342.871 (meters)    1124.90  (feet)  COMP
 RF0237  MODELED GRAV-     980,656.4   (mgal)                       NAVD 88
 RF0237
 RF0237  VERT ORDER  -  SECOND    CLASS 0
 RF0237
 RF0237.The horizontal coordinates were scaled from a topographic map and have
 RF0237.an estimated accuracy of +/- 6 seconds.
 RF0237
 RF0237.The orthometric height was determined by differential leveling
 RF0237.and adjusted by the National Geodetic Survey in June 1991..
 RF0237
 RF0237.The geoid height was determined by GEOID03.
 RF0237
 RF0237.The dynamic height is computed by dividing the NAVD 88
 RF0237.geopotential number by the normal gravity value computed on the
 RF0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0237.degrees latitude (g = 980.6199 gals.).
 RF0237
 RF0237.The modeled gravity was interpolated from observed gravity values.
 RF0237
 RF0237;                    North         East    Units  Estimated Accuracy
 RF0237;SPC ME E     -   314,390.      251,550.      MT  (+/- 180 meters Scaled)
 RF0237
 RF0237                          SUPERSEDED SURVEY CONTROL
 RF0237
 RF0237  NGVD 29 (??/??/92)  343.042  (m)         1125.46   (f) ADJ UNCH    2 0
 RF0237
 RF0237.Superseded values are not recommended for survey control.
 RF0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0237.See file dsdata.txt to determine how the superseded data were derived.
 RF0237
 RF0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM899489(NAD 83)
 RF0237_MARKER: DB = BENCH MARK DISK
 RF0237_SETTING: 66 = SET IN ROCK OUTCROP
 RF0237_SP_SET: ROCK OUTCROP
 RF0237_STAMPING: A 102 1953
 RF0237_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0237+STABILITY: POSITION/ELEVATION WELL
 RF0237
 RF0237  HISTORY     - Date     Condition        Report By
 RF0237  HISTORY     - 1953     MONUMENTED       CGS
 RF0237
 RF0237                          STATION DESCRIPTION
 RF0237
 RF0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0237'45.6 MI W FROM ASHLAND.
 RF0237'0.3 MILE WEST ALONG STATE HIGHWAY 11 FROM THE BANGOR AND AROOSTOOK
 RF0237'RAILROAD STATION AT ASHLAND, THENCE ABOUT 0.6 MILE SOUTHWEST ALONG
 RF0237'A BLACK TOP ROAD, THENCE ABOUT 44.75 MILES WEST AND SOUTHWEST ALONG
 RF0237'A PRIVATE GRAVEL ROAD, ABOUT 0.4 MILE SOUTHWEST OF A LOG BRIDGE OVER
 RF0237'A BROOK, 25 FEET NORTHWEST OF CENTER LINE OF ROAD, 74 FEET NORTHEAST
 RF0237'OF NORTHWEST END OF A PIPE CULVERT UNDER ROAD, SET VERTICALLY
 RF0237'ABOUT 2 FEET ABOVE GROUND IN THE SOUTH FACE OF A 6-FOOT HIGH ROCK
 RF0237'OUTCROP, BELOW THE HIGHEST POINT OF OUTCROP AND ABOUT 2 1/2 FEET
 RF0237'ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1524 ***********************************************************************
 PE1524  DESIGNATION -  A 103
 PE1524  PID         -  PE1524
 PE1524  STATE/COUNTY-  ME/KENNEBEC
 PE1524  USGS QUAD   -  WATERVILLE (1982)
 PE1524
 PE1524                         *CURRENT SURVEY CONTROL
 PE1524  ___________________________________________________________________
 PE1524* NAD 83(1986)-  44 34 22.     (N)    069 38 55.     (W)     SCALED    
 PE1524* NAVD 88     -        53.241  (meters)     174.67   (feet)  ADJUSTED  
 PE1524  ___________________________________________________________________
 PE1524  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 PE1524  DYNAMIC HT  -          53.237 (meters)     174.66  (feet)  COMP
 PE1524  MODELED GRAV-     980,554.2   (mgal)                       NAVD 88
 PE1524
 PE1524  VERT ORDER  -  SECOND    CLASS I
 PE1524
 PE1524.The horizontal coordinates were scaled from a topographic map and have
 PE1524.an estimated accuracy of +/- 6 seconds.
 PE1524
 PE1524.The orthometric height was determined by differential leveling
 PE1524.and adjusted by the National Geodetic Survey in June 1991..
 PE1524
 PE1524.The geoid height was determined by GEOID03.
 PE1524
 PE1524.The dynamic height is computed by dividing the NAVD 88
 PE1524.geopotential number by the normal gravity value computed on the
 PE1524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1524.degrees latitude (g = 980.6199 gals.).
 PE1524
 PE1524.The modeled gravity was interpolated from observed gravity values.
 PE1524
 PE1524;                    North         East    Units  Estimated Accuracy
 PE1524;SPC ME W     -   193,390.      941,150.      MT  (+/- 180 meters Scaled)
 PE1524
 PE1524                          SUPERSEDED SURVEY CONTROL
 PE1524
 PE1524  NGVD 29 (??/??/92)   53.437  (m)          175.32   (f) ADJ UNCH    2 1
 PE1524
 PE1524.Superseded values are not recommended for survey control.
 PE1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1524.See file dsdata.txt to determine how the superseded data were derived.
 PE1524
 PE1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK485356(NAD 83)
 PE1524_MARKER: DD = SURVEY DISK
 PE1524_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE1524_SP_SET: BRIDGE
 PE1524_STAMPING: A-103 7-29-74
 PE1524_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE1524
 PE1524  HISTORY     - Date     Condition        Report By
 PE1524  HISTORY     - 1974     MONUMENTED       MEDT
 PE1524  HISTORY     - 1986     GOOD             USPSQD
 PE1524
 PE1524                          STATION DESCRIPTION
 PE1524
 PE1524'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 PE1524'0.6 MI SW FROM WATERVILLE.
 PE1524'ABOUT 3.6 MILES SOUTHWESTERLY ALONG I-95 SOUTHBOUND FROM THE
 PE1524'I-95 OVERPASS CROSSING U.S. HIGHWAY 201 IN FAIRFIELD, ALSO 0.65
 PE1524'MILE SOUTHWESTERLY ALONG I-95 SOUTHBOUND FROM THE I-95 OVERPASS
 PE1524'CROSSING STATE HIGHWAY ROUTE 104 IN WATERVILLE AT THE I-95
 PE1524'BRIDGE OVER MESSALONSKEE STREAM IN WATERVILLE.  A MAINE STATE
 PE1524'HIGHWAY COMMISSION DISK SET FLUSH IN THE TOP OF THE NORTHEAST
 PE1524'WINGWALL OF THE BRIDGE 19 FEET NORTH OF, AND ABOUT 1 FOOT ABOVE
 PE1524'THE CENTERLINE OF I-95 SOUTHBOUND.
 PE1524
 PE1524                          STATION RECOVERY (1986)
 PE1524
 PE1524'RECOVERY NOTE BY US POWER SQUADRON 1986 (HW)
 PE1524'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0896 ***********************************************************************
 QG0896  DESIGNATION -  A 103
 QG0896  PID         -  QG0896
 QG0896  STATE/COUNTY-  ME/SOMERSET
 QG0896  USGS QUAD   -  SEBOOMOOK LAKE WEST (1989)
 QG0896
 QG0896                         *CURRENT SURVEY CONTROL
 QG0896  ___________________________________________________________________
 QG0896* NAD 83(1986)-  45 53 15.     (N)    069 56 53.     (W)     SCALED    
 QG0896* NAVD 88     -       331.517  (meters)    1087.65   (feet)  ADJUSTED  
 QG0896  ___________________________________________________________________
 QG0896  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 QG0896  DYNAMIC HT  -         331.513 (meters)    1087.64  (feet)  COMP
 QG0896  MODELED GRAV-     980,593.8   (mgal)                       NAVD 88
 QG0896
 QG0896  VERT ORDER  -  SECOND    CLASS 0
 QG0896
 QG0896.The horizontal coordinates were scaled from a topographic map and have
 QG0896.an estimated accuracy of +/- 6 seconds.
 QG0896
 QG0896.The orthometric height was determined by differential leveling
 QG0896.and adjusted by the National Geodetic Survey in June 1991..
 QG0896
 QG0896.The geoid height was determined by GEOID03.
 QG0896
 QG0896.The dynamic height is computed by dividing the NAVD 88
 QG0896.geopotential number by the normal gravity value computed on the
 QG0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0896.degrees latitude (g = 980.6199 gals.).
 QG0896
 QG0896.The modeled gravity was interpolated from observed gravity values.
 QG0896
 QG0896;                    North         East    Units  Estimated Accuracy
 QG0896;SPC ME W     -   339,390.      916,970.      MT  (+/- 180 meters Scaled)
 QG0896
 QG0896                          SUPERSEDED SURVEY CONTROL
 QG0896
 QG0896  NGVD 29 (??/??/92)  331.684  (m)         1088.20   (f) ADJ UNCH    2 0
 QG0896
 QG0896.Superseded values are not recommended for survey control.
 QG0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0896.See file dsdata.txt to determine how the superseded data were derived.
 QG0896
 QG0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL264819(NAD 83)
 QG0896_MARKER: DB = BENCH MARK DISK
 QG0896_SETTING: 66 = SET IN ROCK OUTCROP
 QG0896_SP_SET: ROCK LEDGE
 QG0896_STAMPING: A 103 1953
 QG0896_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0896+STABILITY: POSITION/ELEVATION WELL
 QG0896
 QG0896  HISTORY     - Date     Condition        Report By
 QG0896  HISTORY     - 1953     MONUMENTED       CGS
 QG0896
 QG0896                          STATION DESCRIPTION
 QG0896
 QG0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0896'1 MI SE FROM PITTSTON FARM.
 QG0896'1.05 MILES SOUTHEAST ALONG A PRIVATE GRAVEL ROAD FROM BRIDGE OVER
 QG0896'SOUTH BRANCH PENOBSCOT RIVER AT PITTSTON FARM, ABOUT 0.1 MILE
 QG0896'NORTHWEST OF JUNCTION OF A ROAD LEADING EAST TO SEBOOMOOK AND
 QG0896'NORTHEAST CARRY, ABOUT 0.45 MILE SOUTHEAST OF A ROAD FORK (LEADING
 QG0896'NORTHWEST TO MAIN BUILDINGS AT PITTSTON FARM AND WEST-NORTHWEST
 QG0896'CANADIAN BORDER, ON A SHORT STEEP GRADE DESCENDING NORTHWEST TO
 QG0896'CAUSEWAY ACROSS SWAMPY AREA OF SEBOOMOOK LAKE, SET IN THE TOP
 QG0896'OF SLOPING ROCK LEDGE ABOUT 34 BY 24 FEET, 44 FEET NORTHEAST
 QG0896'OF CENTER LINE OF ROAD, ABOUT 60 YARDS SOUTHEAST OF SOUTHEAST
 QG0896'END OF CAUSEWAY, 2 1/2 FEET SOUTHWEST AND ABOUT 1 1/2 FEET BELOW
 QG0896'A 12-INCH TRIANGLE CUT IN SLOPING FACE OF OUTCROP, AND ABOUT
 QG0896'LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1525 ***********************************************************************
 PE1525  DESIGNATION -  A 104
 PE1525  PID         -  PE1525
 PE1525  STATE/COUNTY-  ME/KENNEBEC
 PE1525  USGS QUAD   -  WATERVILLE (1982)
 PE1525
 PE1525                         *CURRENT SURVEY CONTROL
 PE1525  ___________________________________________________________________
 PE1525* NAD 83(1986)-  44 33 50.     (N)    069 40 02.     (W)     SCALED    
 PE1525* NAVD 88     -        80.208  (meters)     263.15   (feet)  ADJUSTED  
 PE1525  ___________________________________________________________________
 PE1525  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 PE1525  DYNAMIC HT  -          80.203 (meters)     263.13  (feet)  COMP
 PE1525  MODELED GRAV-     980,549.8   (mgal)                       NAVD 88
 PE1525
 PE1525  VERT ORDER  -  SECOND    CLASS I
 PE1525
 PE1525.The horizontal coordinates were scaled from a topographic map and have
 PE1525.an estimated accuracy of +/- 6 seconds.
 PE1525
 PE1525.The orthometric height was determined by differential leveling
 PE1525.and adjusted by the National Geodetic Survey in June 1991..
 PE1525
 PE1525.The geoid height was determined by GEOID03.
 PE1525
 PE1525.The dynamic height is computed by dividing the NAVD 88
 PE1525.geopotential number by the normal gravity value computed on the
 PE1525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1525.degrees latitude (g = 980.6199 gals.).
 PE1525
 PE1525.The modeled gravity was interpolated from observed gravity values.
 PE1525
 PE1525;                    North         East    Units  Estimated Accuracy
 PE1525;SPC ME W     -   192,390.      939,680.      MT  (+/- 180 meters Scaled)
 PE1525
 PE1525                          SUPERSEDED SURVEY CONTROL
 PE1525
 PE1525  NGVD 29 (??/??/92)   80.402  (m)          263.79   (f) ADJ UNCH    2 1
 PE1525
 PE1525.Superseded values are not recommended for survey control.
 PE1525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1525.See file dsdata.txt to determine how the superseded data were derived.
 PE1525
 PE1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK470347(NAD 83)
 PE1525_MARKER: DD = SURVEY DISK
 PE1525_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE1525_SP_SET: PIER
 PE1525_STAMPING: A-104 7-29-74
 PE1525_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE1525_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PE1525+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2006
 PE1525
 PE1525  HISTORY     - Date     Condition        Report By
 PE1525  HISTORY     - 1974     MONUMENTED       MEDT
 PE1525  HISTORY     - 1986     GOOD             USPSQD
 PE1525  HISTORY     - 20060811 GOOD             USPSQD
 PE1525
 PE1525                          STATION DESCRIPTION
 PE1525
 PE1525'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 PE1525'1.8 MI SW FROM WATERVILLE.
 PE1525'ABOUT 1.75 MILES SOUTHWESTERLY ALONG I-95 SOUTHBOUND FROM THE
 PE1525'I-95 OVERPASS CROSSING STATE HIGHWAY ROUTE 104 (WATERVILLE),
 PE1525'AT THE WATERVILLE-OAKLAND TOWN LINE.  DISK IS SET VERTICALLY
 PE1525'IN THE CENTER OF THE EAST FACE OF THE 3 FOOT X 3 FOOT NORTHWEST
 PE1525'PIER OF THE ARMSTRONG ROAD OVERPASS.  27 FEET WEST OF AND ABOUT
 PE1525'4 FEET ABOVE THE CENTERLINE OF I-95 SOUTHBOUND.  A MAINE STATE
 PE1525'HIGHWAY COMMISSION DISK STAMPED A-104 7-29-74.
 PE1525
 PE1525                          STATION RECOVERY (1986)
 PE1525
 PE1525'RECOVERY NOTE BY US POWER SQUADRON 1986 (HW)
 PE1525'RECOVERED IN GOOD CONDITION.
 PE1525
 PE1525                          STATION RECOVERY (2006)
 PE1525
 PE1525'RECOVERY NOTE BY US POWER SQUADRON 2006 (AMW)
 PE1525'THE I-95 OVERPASS IS CALLED RICE RIPS RD. ON ITS SIGN ON THE OVERPASS.
 PE1525'BOTH NAMES ARE USED ON DIFFERENT MAPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0032 ***********************************************************************
 RG0032  DESIGNATION -  A 104
 RG0032  PID         -  RG0032
 RG0032  STATE/COUNTY-  ME/SOMERSET
 RG0032  USGS QUAD   -  HINCKLEY HILL (1989)
 RG0032
 RG0032                         *CURRENT SURVEY CONTROL
 RG0032  ___________________________________________________________________
 RG0032* NAD 83(1986)-  46 09 08.     (N)    070 00 46.     (W)     SCALED    
 RG0032* NAVD 88     -       516.336  (meters)    1694.01   (feet)  ADJUSTED  
 RG0032  ___________________________________________________________________
 RG0032  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 RG0032  DYNAMIC HT  -         516.315 (meters)    1693.94  (feet)  COMP
 RG0032  MODELED GRAV-     980,558.1   (mgal)                       NAVD 88
 RG0032
 RG0032  VERT ORDER  -  SECOND    CLASS 0
 RG0032
 RG0032.The horizontal coordinates were scaled from a topographic map and have
 RG0032.an estimated accuracy of +/- 6 seconds.
 RG0032
 RG0032.The orthometric height was determined by differential leveling
 RG0032.and adjusted by the National Geodetic Survey in June 1991..
 RG0032
 RG0032.The geoid height was determined by GEOID03.
 RG0032
 RG0032.The dynamic height is computed by dividing the NAVD 88
 RG0032.geopotential number by the normal gravity value computed on the
 RG0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RG0032.degrees latitude (g = 980.6199 gals.).
 RG0032
 RG0032.The modeled gravity was interpolated from observed gravity values.
 RG0032
 RG0032;                    North         East    Units  Estimated Accuracy
 RG0032;SPC ME W     -   368,800.      911,890.      MT  (+/- 180 meters Scaled)
 RG0032
 RG0032                          SUPERSEDED SURVEY CONTROL
 RG0032
 RG0032  NGVD 29 (??/??/92)  516.483  (m)         1694.49   (f) ADJ UNCH    2 0
 RG0032
 RG0032.Superseded values are not recommended for survey control.
 RG0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0032.See file dsdata.txt to determine how the superseded data were derived.
 RG0032
 RG0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM217114(NAD 83)
 RG0032_MARKER: DB = BENCH MARK DISK
 RG0032_SETTING: 66 = SET IN ROCK OUTCROP
 RG0032_SP_SET: ROCK OUTCROP
 RG0032_STAMPING: A 104 1953
 RG0032_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RG0032+STABILITY: POSITION/ELEVATION WELL
 RG0032
 RG0032  HISTORY     - Date     Condition        Report By
 RG0032  HISTORY     - 1953     MONUMENTED       CGS
 RG0032  HISTORY     - 1955     GOOD             NGS
 RG0032  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RG0032
 RG0032                          STATION DESCRIPTION
 RG0032
 RG0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RG0032'22 MI N FROM PITTSTON FARM.
 RG0032'2.0 MILES NORTHWEST ALONG A PRIVATE GRAVEL ROAD FROM BRIDGE
 RG0032'OVER SOUTH BRANCH PENOBSCOT RIVER AT PITTSTON FARM, THENCE
 RG0032'ABOUT 20.05 MILES NORTH ALONG A PRIVATE GRAVEL ROAD, ABOUT 1.35
 RG0032'MILES NORTH OF A 20-FOOT WOODEN BRIDGE AND AND ABANDONED LOGGING
 RG0032'CAMP SITE, IN THE TOP OF A PARTLY BURIED FLAT ROCK OUTCROP, 18
 RG0032'FEET SOUTHEAST OF CENTER LINE OF ROAD, 89 FEET SOUTHWEST OF
 RG0032'A TRIANGULAR BLAZED 12-INCH BIRCH TREE, 23 FEET WEST OF A
 RG0032'TRIANGULAR BLAZED FORKED 16-INCH BIRCH TREE, AND ABOUT LEVEL
 RG0032'WITH ROAD.
 RG0032
 RG0032                          STATION RECOVERY (1955)
 RG0032
 RG0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 RG0032'RECOVERED IN GOOD CONDITION.
 RG0032
 RG0032                          STATION RECOVERY (1985)
 RG0032
 RG0032'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLM)
 RG0032'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1526 ***********************************************************************
 PE1526  DESIGNATION -  A 105
 PE1526  PID         -  PE1526
 PE1526  STATE/COUNTY-  ME/KENNEBEC
 PE1526  USGS QUAD   -  WATERVILLE (1982)
 PE1526
 PE1526                         *CURRENT SURVEY CONTROL
 PE1526  ___________________________________________________________________
 PE1526* NAD 83(1986)-  44 33 27.     (N)    069 40 31.     (W)     SCALED    
 PE1526* NAVD 88     -       104.671  (meters)     343.41   (feet)  ADJUSTED  
 PE1526  ___________________________________________________________________
 PE1526  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 PE1526  DYNAMIC HT  -         104.664 (meters)     343.39  (feet)  COMP
 PE1526  MODELED GRAV-     980,548.6   (mgal)                       NAVD 88
 PE1526
 PE1526  VERT ORDER  -  SECOND    CLASS I
 PE1526
 PE1526.The horizontal coordinates were scaled from a topographic map and have
 PE1526.an estimated accuracy of +/- 6 seconds.
 PE1526
 PE1526.The orthometric height was determined by differential leveling
 PE1526.and adjusted by the National Geodetic Survey in June 1991..
 PE1526
 PE1526.The geoid height was determined by GEOID03.
 PE1526
 PE1526.The dynamic height is computed by dividing the NAVD 88
 PE1526.geopotential number by the normal gravity value computed on the
 PE1526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1526.degrees latitude (g = 980.6199 gals.).
 PE1526
 PE1526.The modeled gravity was interpolated from observed gravity values.
 PE1526
 PE1526;                    North         East    Units  Estimated Accuracy
 PE1526;SPC ME W     -   191,680.      939,040.      MT  (+/- 180 meters Scaled)
 PE1526
 PE1526                          SUPERSEDED SURVEY CONTROL
 PE1526
 PE1526  NGVD 29 (??/??/92)  104.864  (m)          344.04   (f) ADJ UNCH    2 1
 PE1526
 PE1526.Superseded values are not recommended for survey control.
 PE1526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1526.See file dsdata.txt to determine how the superseded data were derived.
 PE1526
 PE1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK463340(NAD 83)
 PE1526_MARKER: DD = SURVEY DISK
 PE1526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1526_STAMPING: A-105 7-19-74
 PE1526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1526+STABILITY: SURFACE MOTION
 PE1526
 PE1526  HISTORY     - Date     Condition        Report By
 PE1526  HISTORY     - 1974     MONUMENTED       MEDT
 PE1526  HISTORY     - 1986     GOOD             USPSQD
 PE1526
 PE1526                          STATION DESCRIPTION
 PE1526
 PE1526'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 PE1526'2.4 MI SW FROM WATERVILLE.
 PE1526'ABOUT 2.35 MILES SOUTHWESTERLY ALONG I-95 SOUTHBOUND FROM THE
 PE1526'I-95 OVERPASS CROSSING STATE ROUTE 104 (WATERVILLE) AND 0.3 MILE
 PE1526'SOUTHWESTERLY OF THE I-95 SIGN WHICH READS WATERVILLE-OAKLAND
 PE1526'EXIT 1 MILE.  A DISK SET FLUSH IN THE TOP OF A CYLINDRICAL
 PE1526'CONCRETE POST, 99 FEET WEST OF AND ABOUT 1 FOOT ABOVE THE
 PE1526'CENTERLINE OF I-95 SOUTHBOUND, 1.2 FEET EAST OF A METAL WITNESS
 PE1526'POST AND 1.5 FEET EAST OF THE RIGHT OF WAY FENCE AND PROJECTING
 PE1526'ABOUT 6 INCHES ABOVE GROUND.
 PE1526
 PE1526                          STATION RECOVERY (1986)
 PE1526
 PE1526'RECOVERY NOTE BY US POWER SQUADRON 1986 (HW)
 PE1526'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0036 ***********************************************************************
 RG0036  DESIGNATION -  A 105
 RG0036  PID         -  RG0036
 RG0036  STATE/COUNTY-  ME/SOMERSET
 RG0036  USGS QUAD   -  HINCKLEY HILL (1989)
 RG0036
 RG0036                         *CURRENT SURVEY CONTROL
 RG0036  ___________________________________________________________________
 RG0036* NAD 83(1986)-  46 11 15.     (N)    070 00 36.     (W)     SCALED    
 RG0036* NAVD 88     -       432.438  (meters)    1418.76   (feet)  ADJUSTED  
 RG0036  ___________________________________________________________________
 RG0036  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 RG0036  DYNAMIC HT  -         432.426 (meters)    1418.72  (feet)  COMP
 RG0036  MODELED GRAV-     980,575.2   (mgal)                       NAVD 88
 RG0036
 RG0036  VERT ORDER  -  SECOND    CLASS 0
 RG0036
 RG0036.The horizontal coordinates were scaled from a topographic map and have
 RG0036.an estimated accuracy of +/- 6 seconds.
 RG0036
 RG0036.The orthometric height was determined by differential leveling
 RG0036.and adjusted by the National Geodetic Survey in June 1991..
 RG0036
 RG0036.The geoid height was determined by GEOID03.
 RG0036
 RG0036.The dynamic height is computed by dividing the NAVD 88
 RG0036.geopotential number by the normal gravity value computed on the
 RG0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RG0036.degrees latitude (g = 980.6199 gals.).
 RG0036
 RG0036.The modeled gravity was interpolated from observed gravity values.
 RG0036
 RG0036;                    North         East    Units  Estimated Accuracy
 RG0036;SPC ME W     -   372,720.      912,090.      MT  (+/- 180 meters Scaled)
 RG0036
 RG0036                          SUPERSEDED SURVEY CONTROL
 RG0036
 RG0036  NGVD 29 (??/??/92)  432.590  (m)         1419.26   (f) ADJ UNCH    2 0
 RG0036
 RG0036.Superseded values are not recommended for survey control.
 RG0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0036.See file dsdata.txt to determine how the superseded data were derived.
 RG0036
 RG0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM220153(NAD 83)
 RG0036_MARKER: DB = BENCH MARK DISK
 RG0036_SETTING: 80 = SET IN A BOULDER
 RG0036_SP_SET: BOULDER
 RG0036_STAMPING: A 105 1953
 RG0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RG0036+STABILITY: SURFACE MOTION
 RG0036
 RG0036  HISTORY     - Date     Condition        Report By
 RG0036  HISTORY     - 1953     MONUMENTED       CGS
 RG0036
 RG0036                          STATION DESCRIPTION
 RG0036
 RG0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RG0036'25.1 MI N FROM PITTSTON FARM.
 RG0036'2.0 MILES NORTHWEST ALONG A PRIVATE GRAVEL ROAD FROM BRIDGE
 RG0036'OVER SOUTH BRANCH PENOBSCOT RIVER AT PITTSTON FARM, THENCE ABOUT
 RG0036'23.1 MILES NORTH ALONG A PRIVATE GRAVEL ROAD, ABOUT 0.6 MILE
 RG0036'NORTHWEST OF BRIDGE AND DAM ACROSS NORTH BRANCH PENOBSCOT RIVER,
 RG0036'35 FEET NORTHEAST OF CENTER LINE OF ROAD, 23 FEET NORTHEAST OF
 RG0036'NORTHEAST END OF A 3-FOOT POLE CULVERT, 16 FEET SOUTHEAST OF A
 RG0036'TRIANGULAR BLAZED 12-INCH SPRUCE TREE, 16 FEET NORTHEAST OF A
 RG0036'SPRING BOX, IN THE TOP OF THE SOUTHWEST EDGE OF A 12 BY 12-FOOT
 RG0036'BOULDER, 3 FEET SOUTHEAST OF WEST CORNER OF BOULDER AND ABOUT
 RG0036'2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1527 ***********************************************************************
 PE1527  DESIGNATION -  A 106
 PE1527  PID         -  PE1527
 PE1527  STATE/COUNTY-  ME/KENNEBEC
 PE1527  USGS QUAD   -  WATERVILLE (1982)
 PE1527
 PE1527                         *CURRENT SURVEY CONTROL
 PE1527  ___________________________________________________________________
 PE1527* NAD 83(1986)-  44 32 44.     (N)    069 40 49.     (W)     SCALED    
 PE1527* NAVD 88     -       105.768  (meters)     347.01   (feet)  ADJUSTED  
 PE1527  ___________________________________________________________________
 PE1527  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 PE1527  DYNAMIC HT  -         105.761 (meters)     346.98  (feet)  COMP
 PE1527  MODELED GRAV-     980,548.7   (mgal)                       NAVD 88
 PE1527
 PE1527  VERT ORDER  -  SECOND    CLASS I
 PE1527
 PE1527.The horizontal coordinates were scaled from a topographic map and have
 PE1527.an estimated accuracy of +/- 6 seconds.
 PE1527
 PE1527.The orthometric height was determined by differential leveling
 PE1527.and adjusted by the National Geodetic Survey in June 1991..
 PE1527
 PE1527.The geoid height was determined by GEOID03.
 PE1527
 PE1527.The dynamic height is computed by dividing the NAVD 88
 PE1527.geopotential number by the normal gravity value computed on the
 PE1527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1527.degrees latitude (g = 980.6199 gals.).
 PE1527
 PE1527.The modeled gravity was interpolated from observed gravity values.
 PE1527
 PE1527;                    North         East    Units  Estimated Accuracy
 PE1527;SPC ME W     -   190,350.      938,650.      MT  (+/- 180 meters Scaled)
 PE1527
 PE1527                          SUPERSEDED SURVEY CONTROL
 PE1527
 PE1527  NGVD 29 (??/??/92)  105.960  (m)          347.64   (f) ADJ UNCH    2 1
 PE1527
 PE1527.Superseded values are not recommended for survey control.
 PE1527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1527.See file dsdata.txt to determine how the superseded data were derived.
 PE1527
 PE1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK459326(NAD 83)
 PE1527_MARKER: DD = SURVEY DISK
 PE1527_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE1527_SP_SET: BRIDGE
 PE1527_STAMPING: A-106 7-29-74
 PE1527_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE1527
 PE1527  HISTORY     - Date     Condition        Report By
 PE1527  HISTORY     - 1974     MONUMENTED       MEDT
 PE1527  HISTORY     - 1986     GOOD             USPSQD
 PE1527
 PE1527                          STATION DESCRIPTION
 PE1527
 PE1527'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 PE1527'AT WATERVILLE.
 PE1527'ABOUT 3.25 MILES SOUTHWESTERLY ALONG I-95 SOUTHBOUND FROM THE
 PE1527'I-95 OVERPASS CROSSING STATE HIGHWAY ROUTE 104 (WATERVILLE) (AND
 PE1527'ALSO 2.05 MILES EAST ALONG STATE HIGHWAYS 11 AND 137 FROM THE
 PE1527'POST OFFICE IN OAKLAND) AT THE I-95 OVERPASS CROSSING OF STATE
 PE1527'HIGHWAYS 11, 137 IN WATERVILLE.  A DISK SET FLUSH IN TOP OF
 PE1527'NORTHWEST WINGWALL OF BRIDGE, 32 FEET WEST OF AND ABOUT 1 FOOT
 PE1527'ABOVE THE CENTERLINE OF I-95 SOUTHBOUND.
 PE1527
 PE1527                          STATION RECOVERY (1986)
 PE1527
 PE1527'RECOVERY NOTE BY US POWER SQUADRON 1986 (HW)
 PE1527'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0289 ***********************************************************************
 RF0289  DESIGNATION -  A 106
 RF0289  PID         -  RF0289
 RF0289  STATE/COUNTY-  ME/SOMERSET
 RF0289  USGS QUAD   -  SPRUCE BROOK (1989)
 RF0289
 RF0289                         *CURRENT SURVEY CONTROL
 RF0289  ___________________________________________________________________
 RF0289* NAD 83(1986)-  46 08 12.     (N)    069 46 31.     (W)     SCALED    
 RF0289* NAVD 88     -       461.361  (meters)    1513.65   (feet)  ADJUSTED  
 RF0289  ___________________________________________________________________
 RF0289  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 RF0289  DYNAMIC HT  -         461.356 (meters)    1513.63  (feet)  COMP
 RF0289  MODELED GRAV-     980,590.1   (mgal)                       NAVD 88
 RF0289
 RF0289  VERT ORDER  -  SECOND    CLASS 0
 RF0289
 RF0289.The horizontal coordinates were scaled from a topographic map and have
 RF0289.an estimated accuracy of +/- 6 seconds.
 RF0289
 RF0289.The orthometric height was determined by differential leveling
 RF0289.and adjusted by the National Geodetic Survey in June 1991..
 RF0289
 RF0289.The geoid height was determined by GEOID03.
 RF0289
 RF0289.The dynamic height is computed by dividing the NAVD 88
 RF0289.geopotential number by the normal gravity value computed on the
 RF0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0289.degrees latitude (g = 980.6199 gals.).
 RF0289
 RF0289.The modeled gravity was interpolated from observed gravity values.
 RF0289
 RF0289;                    North         East    Units  Estimated Accuracy
 RF0289;SPC ME W     -   367,130.      930,240.      MT  (+/- 180 meters Scaled)
 RF0289
 RF0289                          SUPERSEDED SURVEY CONTROL
 RF0289
 RF0289  NGVD 29 (??/??/92)  461.514  (m)         1514.15   (f) ADJ UNCH    2 0
 RF0289
 RF0289.Superseded values are not recommended for survey control.
 RF0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0289.See file dsdata.txt to determine how the superseded data were derived.
 RF0289
 RF0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM401095(NAD 83)
 RF0289_MARKER: DB = BENCH MARK DISK
 RF0289_SETTING: 66 = SET IN ROCK OUTCROP
 RF0289_SP_SET: ROCK LEDGE
 RF0289_STAMPING: A 106 1953
 RF0289_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0289+STABILITY: POSITION/ELEVATION WELL
 RF0289
 RF0289  HISTORY     - Date     Condition        Report By
 RF0289  HISTORY     - 1953     MONUMENTED       CGS
 RF0289  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RF0289
 RF0289                          STATION DESCRIPTION
 RF0289
 RF0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0289'18.4 MI N FROM SEBOOMOOK DAM.
 RF0289'ABOUT 18.4 MILES NORTHWEST AND NORTH ALONG A GRAVEL ROAD LEADING
 RF0289'TO CAUCOMGOMOC LAKE FROM SEBOOMOOK DAM, SET IN THE TOP OF A 12
 RF0289'BY 15-FOOT ROCK LEDGE, 22 FEET SOUTH OF CENTER LINE OF ROAD,
 RF0289'303 FEET WEST OF CENTER OF JUNCTION OF A ROAD WEST TO ST. JOHN
 RF0289'POND DEPOT, 39 FEET WEST OF A TELEPHONE POLE, 4 FEET SOUTH OF
 RF0289'LINE OF POLES AND ABOUT 3 FEET ABOVE LEVEL OF ROAD.
 RF0289
 RF0289                          STATION RECOVERY (1985)
 RF0289
 RF0289'RECOVERY NOTE BY US POWER SQUADRON 1985 (LMT)
 RF0289'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1537 ***********************************************************************
 PE1537  DESIGNATION -  A 107
 PE1537  PID         -  PE1537
 PE1537  STATE/COUNTY-  ME/KENNEBEC
 PE1537  USGS QUAD   -  WATERVILLE (1982)
 PE1537
 PE1537                         *CURRENT SURVEY CONTROL
 PE1537  ___________________________________________________________________
 PE1537* NAD 83(1986)-  44 32 02.     (N)    069 41 28.     (W)     SCALED    
 PE1537* NAVD 88     -        96.965  (meters)     318.13   (feet)  ADJUSTED  
 PE1537  ___________________________________________________________________
 PE1537  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 PE1537  DYNAMIC HT  -          96.959 (meters)     318.11  (feet)  COMP
 PE1537  MODELED GRAV-     980,548.3   (mgal)                       NAVD 88
 PE1537
 PE1537  VERT ORDER  -  SECOND    CLASS I
 PE1537
 PE1537.The horizontal coordinates were scaled from a topographic map and have
 PE1537.an estimated accuracy of +/- 6 seconds.
 PE1537
 PE1537.The orthometric height was determined by differential leveling
 PE1537.and adjusted by the National Geodetic Survey in June 1991..
 PE1537
 PE1537.The geoid height was determined by GEOID03.
 PE1537
 PE1537.The dynamic height is computed by dividing the NAVD 88
 PE1537.geopotential number by the normal gravity value computed on the
 PE1537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1537.degrees latitude (g = 980.6199 gals.).
 PE1537
 PE1537.The modeled gravity was interpolated from observed gravity values.
 PE1537
 PE1537;                    North         East    Units  Estimated Accuracy
 PE1537;SPC ME W     -   189,050.      937,800.      MT  (+/- 180 meters Scaled)
 PE1537
 PE1537                          SUPERSEDED SURVEY CONTROL
 PE1537
 PE1537  NGVD 29 (??/??/92)   97.158  (m)          318.76   (f) ADJ UNCH    2 1
 PE1537
 PE1537.Superseded values are not recommended for survey control.
 PE1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1537.See file dsdata.txt to determine how the superseded data were derived.
 PE1537
 PE1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK450314(NAD 83)
 PE1537_MARKER: DD = SURVEY DISK
 PE1537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1537_STAMPING: A-107 7-29-74
 PE1537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1537+STABILITY: SURFACE MOTION
 PE1537
 PE1537  HISTORY     - Date     Condition        Report By
 PE1537  HISTORY     - 1974     MONUMENTED       MEDT
 PE1537  HISTORY     - 1986     GOOD             USPSQD
 PE1537
 PE1537                          STATION DESCRIPTION
 PE1537
 PE1537'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 PE1537'0.8 MI SW FROM WATERVILLE.
 PE1537'ABOUT 0.85 MILE SOUTHWESTERLY ALONG I-95 SOUTHBOUND FROM THE
 PE1537'I-95 OVERPASS CROSSING STATE HIGHWAY ROUTES 11, 137 AND 0.10
 PE1537'MILE SOUTHWESTERLY OF A I-95 SIGN WHICH READS SIDNEY 6 MILES
 PE1537'AUGUSTA 17 MILES.  74 FEET NORTHWEST OF THE CENTERLINE AND 2
 PE1537'FEET BELOW THE SURFACE OF I-95 SOUTHBOUND.  A DISK SET FLUSH
 PE1537'IN THE TOP OF A CYLINDRICAL CONCRETE POST PROJECTING 6 INCHES
 PE1537'ABOVE GROUND, 50 FEET EAST OF THE RIGHT OF WAY FENCE AND 3.5 FEET
 PE1537'EAST OF A METAL WITNESS POST.
 PE1537
 PE1537                          STATION RECOVERY (1986)
 PE1537
 PE1537'RECOVERY NOTE BY US POWER SQUADRON 1986 (HW)
 PE1537'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0287 ***********************************************************************
 RF0287  DESIGNATION -  A 107
 RF0287  PID         -  RF0287
 RF0287  STATE/COUNTY-  ME/SOMERSET
 RF0287  USGS QUAD   -  CAUCOMGOMOC LAKE WEST (1989)
 RF0287
 RF0287                         *CURRENT SURVEY CONTROL
 RF0287  ___________________________________________________________________
 RF0287* NAD 83(1986)-  46 09 09.     (N)    069 44 57.     (W)     SCALED    
 RF0287* NAVD 88     -       477.599  (meters)    1566.92   (feet)  ADJUSTED  
 RF0287  ___________________________________________________________________
 RF0287  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 RF0287  DYNAMIC HT  -         477.600 (meters)    1566.93  (feet)  COMP
 RF0287  MODELED GRAV-     980,601.8   (mgal)                       NAVD 88
 RF0287
 RF0287  VERT ORDER  -  SECOND    CLASS 0
 RF0287
 RF0287.The horizontal coordinates were scaled from a topographic map and have
 RF0287.an estimated accuracy of +/- 6 seconds.
 RF0287
 RF0287.The orthometric height was determined by differential leveling
 RF0287.and adjusted by the National Geodetic Survey in June 1991..
 RF0287
 RF0287.The geoid height was determined by GEOID03.
 RF0287
 RF0287.The dynamic height is computed by dividing the NAVD 88
 RF0287.geopotential number by the normal gravity value computed on the
 RF0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0287.degrees latitude (g = 980.6199 gals.).
 RF0287
 RF0287.The modeled gravity was interpolated from observed gravity values.
 RF0287
 RF0287;                    North         East    Units  Estimated Accuracy
 RF0287;SPC ME W     -   368,900.      932,250.      MT  (+/- 180 meters Scaled)
 RF0287
 RF0287                          SUPERSEDED SURVEY CONTROL
 RF0287
 RF0287  NGVD 29 (??/??/92)  477.758  (m)         1567.44   (f) ADJ UNCH    2 0
 RF0287
 RF0287.Superseded values are not recommended for survey control.
 RF0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0287.See file dsdata.txt to determine how the superseded data were derived.
 RF0287
 RF0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM421112(NAD 83)
 RF0287_MARKER: DB = BENCH MARK DISK
 RF0287_SETTING: 80 = SET IN A BOULDER
 RF0287_SP_SET: BOULDER
 RF0287_STAMPING: A 107 1953
 RF0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0287+STABILITY: SURFACE MOTION
 RF0287
 RF0287  HISTORY     - Date     Condition        Report By
 RF0287  HISTORY     - 1953     MONUMENTED       CGS
 RF0287
 RF0287                          STATION DESCRIPTION
 RF0287
 RF0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0287'20.4 MI N FROM SEBOOMOOK DAM.
 RF0287'ABOUT 20.35 MILES NORTHWEST AND NORTH ALONG A GRAVEL ROAD LEADING
 RF0287'TO CAUCOMGOMOC LAKE FROM SEBOOMOOK DAM, ABOUT 0.3 MILE SOUTH OF
 RF0287'A 10-FOOT WOODEN BRIDGE, SET IN THE TOP OF A BOULDER WITH EXPOSED
 RF0287'SURFACE ABOUT 8 BY 6 FEET AND PROJECTING 3 FEET, 37 1/2 FEET
 RF0287'WEST OF CENTER LINE OF ROAD, 16 1/2 FEET WEST-NORTHWEST OF A
 RF0287'TRIANGULAR BLAZED 12-INCH BEECH TREE, 12 FEET SOUTH OF A
 RF0287'TRIANGULAR BLAZED 10-INCH MAPLE TREE AND ABOUT 9 FEET ABOVE LEVEL
 RF0287'OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1538 ***********************************************************************
 PE1538  DESIGNATION -  A 108
 PE1538  PID         -  PE1538
 PE1538  STATE/COUNTY-  ME/KENNEBEC
 PE1538  USGS QUAD   -  WATERVILLE (1982)
 PE1538
 PE1538                         *CURRENT SURVEY CONTROL
 PE1538  ___________________________________________________________________
 PE1538* NAD 83(1986)-  44 31 28.     (N)    069 41 35.     (W)     SCALED    
 PE1538* NAVD 88     -        78.263  (meters)     256.77   (feet)  ADJUSTED  
 PE1538  ___________________________________________________________________
 PE1538  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 PE1538  DYNAMIC HT  -          78.258 (meters)     256.75  (feet)  COMP
 PE1538  MODELED GRAV-     980,548.9   (mgal)                       NAVD 88
 PE1538
 PE1538  VERT ORDER  -  SECOND    CLASS I
 PE1538
 PE1538.The horizontal coordinates were scaled from a topographic map and have
 PE1538.an estimated accuracy of +/- 6 seconds.
 PE1538
 PE1538.The orthometric height was determined by differential leveling
 PE1538.and adjusted by the National Geodetic Survey in June 1991..
 PE1538
 PE1538.The geoid height was determined by GEOID03.
 PE1538
 PE1538.The dynamic height is computed by dividing the NAVD 88
 PE1538.geopotential number by the normal gravity value computed on the
 PE1538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1538.degrees latitude (g = 980.6199 gals.).
 PE1538
 PE1538.The modeled gravity was interpolated from observed gravity values.
 PE1538
 PE1538;                    North         East    Units  Estimated Accuracy
 PE1538;SPC ME W     -   188,000.      937,650.      MT  (+/- 180 meters Scaled)
 PE1538
 PE1538                          SUPERSEDED SURVEY CONTROL
 PE1538
 PE1538  NGVD 29 (??/??/92)   78.458  (m)          257.41   (f) ADJ UNCH    2 1
 PE1538
 PE1538.Superseded values are not recommended for survey control.
 PE1538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1538.See file dsdata.txt to determine how the superseded data were derived.
 PE1538
 PE1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK449303(NAD 83)
 PE1538_MARKER: DD = SURVEY DISK
 PE1538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1538_STAMPING: A-108 7-30-74
 PE1538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1538+STABILITY: SURFACE MOTION
 PE1538
 PE1538  HISTORY     - Date     Condition        Report By
 PE1538  HISTORY     - 1974     MONUMENTED       MEDT
 PE1538  HISTORY     - 1986     GOOD             USPSQD
 PE1538
 PE1538                          STATION DESCRIPTION
 PE1538
 PE1538'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 PE1538'1.7 MI SW FROM WATERVILLE.
 PE1538'ABOUT 1.70 MILES SOUTHWESTERLY ALONG I-95 SOUTHBOUND FROM THE
 PE1538'I-95 OVERPASS CROSSING STATE HIGHWAY ROUTES 11, 137, IN THE TOP
 PE1538'OF A CYLINDRICAL CONCRETE POST, 2.1 FEET NORTHWEST OF THE
 PE1538'NORTHWEST END OF THE CURB OF THE I-95 OVERPASS CROSSING WEBB
 PE1538'ROAD IN WATERVILLE.  DISK IS ALSO 25 FEET WEST OF THE CENTERLINE
 PE1538'AND 1.5 FEET BELOW THE SURFACE OF I-95 SOUTHBOUND AND 1.3 FEET
 PE1538'EAST OF A METAL WITNESS POST.
 PE1538
 PE1538                          STATION RECOVERY (1986)
 PE1538
 PE1538'RECOVERY NOTE BY US POWER SQUADRON 1986 (SF)
 PE1538'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0198 ***********************************************************************
 RF0198  DESIGNATION -  A 108
 RF0198  PID         -  RF0198
 RF0198  STATE/COUNTY-  ME/PISCATAQUIS
 RF0198  USGS QUAD   -  MOOSELEUK LAKE (1985)
 RF0198
 RF0198                         *CURRENT SURVEY CONTROL
 RF0198  ___________________________________________________________________
 RF0198* NAD 83(1986)-  46 32 56.     (N)    068 54 47.     (W)     SCALED    
 RF0198* NAVD 88     -       308.091  (meters)    1010.80   (feet)  ADJUSTED  
 RF0198  ___________________________________________________________________
 RF0198  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 RF0198  DYNAMIC HT  -         308.109 (meters)    1010.85  (feet)  COMP
 RF0198  MODELED GRAV-     980,663.7   (mgal)                       NAVD 88
 RF0198
 RF0198  VERT ORDER  -  SECOND    CLASS 0
 RF0198
 RF0198.The horizontal coordinates were scaled from a topographic map and have
 RF0198.an estimated accuracy of +/- 6 seconds.
 RF0198
 RF0198.The orthometric height was determined by differential leveling
 RF0198.and adjusted by the National Geodetic Survey in June 1991..
 RF0198
 RF0198.The geoid height was determined by GEOID03.
 RF0198
 RF0198.The dynamic height is computed by dividing the NAVD 88
 RF0198.geopotential number by the normal gravity value computed on the
 RF0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0198.degrees latitude (g = 980.6199 gals.).
 RF0198
 RF0198.The modeled gravity was interpolated from observed gravity values.
 RF0198
 RF0198;                    North         East    Units  Estimated Accuracy
 RF0198;SPC ME E     -   320,360.      268,320.      MT  (+/- 180 meters Scaled)
 RF0198
 RF0198                          SUPERSEDED SURVEY CONTROL
 RF0198
 RF0198  NGVD 29 (??/??/92)  308.282  (m)         1011.42   (f) ADJ UNCH    2 0
 RF0198
 RF0198.Superseded values are not recommended for survey control.
 RF0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0198.See file dsdata.txt to determine how the superseded data were derived.
 RF0198
 RF0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM066550(NAD 83)
 RF0198_MARKER: DB = BENCH MARK DISK
 RF0198_SETTING: 80 = SET IN A BOULDER
 RF0198_SP_SET: BOULDER
 RF0198_STAMPING: A 108 1953
 RF0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0198+STABILITY: SURFACE MOTION
 RF0198
 RF0198  HISTORY     - Date     Condition        Report By
 RF0198  HISTORY     - 1953     MONUMENTED       CGS
 RF0198
 RF0198                          STATION DESCRIPTION
 RF0198
 RF0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0198'32.2 MI W FROM ASHLAND.
 RF0198'0.3 MILE WEST ALONG STATE HIGHWAY 11 FROM THE BANGOR AND
 RF0198'AROOSTOOK RAILROAD STATION AT ASHLAND, THENCE ABOUT 0.6 MILE
 RF0198'SOUTHWEST ALONG A BLACK TOP ROAD, THENCE ABOUT 31.35 MILES WEST
 RF0198'AND SOUTHWEST ALONG A PRIVATE GRAVEL ROAD, ABOUT 0.65 MILE
 RF0198'NORTHEAST OF A BRIDGE OVER SPRING BROOK, 32 YARDS SOUTH-SOUTHWEST
 RF0198'ALONG ROAD FROM THE BOTTOM OF A GRADE AND A CULVERT, THENCE
 RF0198'137 FEET WEST-NORTHWEST AND UPHILL THRU WOODS, 85 YARDS
 RF0198'SOUTH-SOUTHWEST OF THE TOP OF A GRADE, IN THE TOP OF A 4
 RF0198'1/2-FOOT HIGH 10 BY 6 FOOT BOULDER AND ABOUT 20 FEET ABOVE LEVEL
 RF0198'OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1539 ***********************************************************************
 PE1539  DESIGNATION -  A 109
 PE1539  PID         -  PE1539
 PE1539  STATE/COUNTY-  ME/KENNEBEC
 PE1539  USGS QUAD   -  WATERVILLE (1982)
 PE1539
 PE1539                         *CURRENT SURVEY CONTROL
 PE1539  ___________________________________________________________________
 PE1539* NAD 83(1986)-  44 30 30.     (N)    069 42 12.     (W)     SCALED    
 PE1539* NAVD 88     -        64.147  (meters)     210.46   (feet)  ADJUSTED  
 PE1539  ___________________________________________________________________
 PE1539  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 PE1539  DYNAMIC HT  -          64.142 (meters)     210.44  (feet)  COMP
 PE1539  MODELED GRAV-     980,547.6   (mgal)                       NAVD 88
 PE1539
 PE1539  VERT ORDER  -  SECOND    CLASS I
 PE1539
 PE1539.The horizontal coordinates were scaled from a topographic map and have
 PE1539.an estimated accuracy of +/- 6 seconds.
 PE1539
 PE1539.The orthometric height was determined by differential leveling
 PE1539.and adjusted by the National Geodetic Survey in June 1991..
 PE1539
 PE1539.The geoid height was determined by GEOID03.
 PE1539
 PE1539.The dynamic height is computed by dividing the NAVD 88
 PE1539.geopotential number by the normal gravity value computed on the
 PE1539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1539.degrees latitude (g = 980.6199 gals.).
 PE1539
 PE1539.The modeled gravity was interpolated from observed gravity values.
 PE1539
 PE1539;                    North         East    Units  Estimated Accuracy
 PE1539;SPC ME W     -   186,200.      936,840.      MT  (+/- 180 meters Scaled)
 PE1539
 PE1539                          SUPERSEDED SURVEY CONTROL
 PE1539
 PE1539  NGVD 29 (??/??/92)   64.343  (m)          211.10   (f) ADJ UNCH    2 1
 PE1539
 PE1539.Superseded values are not recommended for survey control.
 PE1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1539.See file dsdata.txt to determine how the superseded data were derived.
 PE1539
 PE1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK440285(NAD 83)
 PE1539_MARKER: DD = SURVEY DISK
 PE1539_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE1539_SP_SET: PIER
 PE1539_STAMPING: A-109
 PE1539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE1539_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PE1539+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2006
 PE1539
 PE1539  HISTORY     - Date     Condition        Report By
 PE1539  HISTORY     - UNK      MONUMENTED       MEDT
 PE1539  HISTORY     - 1974     GOOD             MEDT
 PE1539  HISTORY     - 1986     GOOD             USPSQD
 PE1539  HISTORY     - 20060811 GOOD             USPSQD
 PE1539
 PE1539                          STATION DESCRIPTION
 PE1539
 PE1539'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 PE1539'3 MI SW FROM WATERVILLE.
 PE1539'ABOUT 2.95 MILES SOUTHWESTERLY ALONG I-95 SOUTHBOUND FROM THE
 PE1539'I-95 OVERPASS CROSSING STATE HIGHWAY ROUTES 11, 137, AT THE
 PE1539'TRAFTON ROAD OVERPASS IN WATERVILLE.  DISK SET VERTICALLY IN THE
 PE1539'CENTER OF THE 3 FOOT X 3 FOOT EAST FACE OF THE NORTHWEST CONCRETE
 PE1539'PIER, 29 FEET WEST OF THE CENTERLINE AND 2 1/2 FEET ABOVE THE
 PE1539'SURFACE OF I-95 SOUTHBOUND.
 PE1539
 PE1539                          STATION RECOVERY (1986)
 PE1539
 PE1539'RECOVERY NOTE BY US POWER SQUADRON 1986 (SF)
 PE1539'RECOVERED IN GOOD CONDITION.
 PE1539
 PE1539                          STATION RECOVERY (2006)
 PE1539
 PE1539'RECOVERY NOTE BY US POWER SQUADRON 2006 (AMW)
 PE1539'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0351 ***********************************************************************
 RF0351  DESIGNATION -  A 109
 RF0351  PID         -  RF0351
 RF0351  STATE/COUNTY-  ME/AROOSTOOK
 RF0351  USGS QUAD   -  BURNTLAND POND (1986)
 RF0351
 RF0351                         *CURRENT SURVEY CONTROL
 RF0351  ___________________________________________________________________
 RF0351* NAD 83(1986)-  46 43 04.     (N)    069 52 38.     (W)     SCALED    
 RF0351* NAVD 88     -       367.019  (meters)    1204.13   (feet)  ADJUSTED  
 RF0351  ___________________________________________________________________
 RF0351  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 RF0351  DYNAMIC HT  -         367.033 (meters)    1204.17  (feet)  COMP
 RF0351  MODELED GRAV-     980,641.7   (mgal)                       NAVD 88
 RF0351
 RF0351  VERT ORDER  -  SECOND    CLASS 0
 RF0351
 RF0351.The horizontal coordinates were scaled from a topographic map and have
 RF0351.an estimated accuracy of +/- 6 seconds.
 RF0351
 RF0351.The orthometric height was determined by differential leveling
 RF0351.and adjusted by the National Geodetic Survey in June 1991..
 RF0351
 RF0351.The geoid height was determined by GEOID03.
 RF0351
 RF0351.The dynamic height is computed by dividing the NAVD 88
 RF0351.geopotential number by the normal gravity value computed on the
 RF0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0351.degrees latitude (g = 980.6199 gals.).
 RF0351
 RF0351.The modeled gravity was interpolated from observed gravity values.
 RF0351
 RF0351;                    North         East    Units  Estimated Accuracy
 RF0351;SPC ME E     -   339,970.      194,720.      MT  (+/- 180 meters Scaled)
 RF0351
 RF0351                          SUPERSEDED SURVEY CONTROL
 RF0351
 RF0351  NGVD 29 (??/??/92)  367.194  (m)         1204.70   (f) ADJ UNCH    2 0
 RF0351
 RF0351.Superseded values are not recommended for survey control.
 RF0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0351.See file dsdata.txt to determine how the superseded data were derived.
 RF0351
 RF0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM329741(NAD 83)
 RF0351_MARKER: DB = BENCH MARK DISK
 RF0351_SETTING: 80 = SET IN A BOULDER
 RF0351_SP_SET: BOULDER
 RF0351_STAMPING: A 109 1953
 RF0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0351+STABILITY: SURFACE MOTION
 RF0351
 RF0351  HISTORY     - Date     Condition        Report By
 RF0351  HISTORY     - 1953     MONUMENTED       CGS
 RF0351  HISTORY     - 1981     GOOD             NGS
 RF0351
 RF0351                          STATION DESCRIPTION
 RF0351
 RF0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0351'6.6 MI E FROM LAC FRONTIERE.
 RF0351'ABOUT 6.6 MILES EAST ALONG A PRIVATE GRAVEL ROAD LEADING TO CLAYTON
 RF0351'LAKE FROM THE JUNCTION OF ROUTE 24 AT LAC FRONTIERE, ABOUT 0.8
 RF0351'MILE EAST OF A 50-FOOT POLE BRIDGE OVER DEPOT STREAM, BETWEEN TWO
 RF0351'SMALL GRADE TOPS, 27 YARDS WEST OF BOTTOM OF GRADES, 29 1/2 FEET
 RF0351'NORTH OF CENTER LINE OF ROAD, IN THE TOP OF THE HIGHEST POINT OF A
 RF0351'1/2 FOOT HIGH 3 1/2 BY 6-FOOT PARTLY BURIED BOULDER AND ABOUT
 RF0351'1 FOOT BELOW LEVEL OF ROAD.
 RF0351
 RF0351                          STATION RECOVERY (1981)
 RF0351
 RF0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RF0351'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0010 ***********************************************************************
 RF0010  DESIGNATION -  A 11
 RF0010  PID         -  RF0010
 RF0010  STATE/COUNTY-  ME/AROOSTOOK
 RF0010  USGS QUAD   -  ASHLAND (1986)
 RF0010
 RF0010                         *CURRENT SURVEY CONTROL
 RF0010  ___________________________________________________________________
 RF0010* NAD 83(1986)-  46 37 53.     (N)    068 24 51.     (W)     SCALED    
 RF0010* NAVD 88     -       174.197  (meters)     571.51   (feet)  ADJUSTED  
 RF0010  ___________________________________________________________________
 RF0010  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 RF0010  DYNAMIC HT  -         174.213 (meters)     571.56  (feet)  COMP
 RF0010  MODELED GRAV-     980,707.6   (mgal)                       NAVD 88
 RF0010
 RF0010  VERT ORDER  -  FIRST     CLASS II
 RF0010
 RF0010.The horizontal coordinates were scaled from a topographic map and have
 RF0010.an estimated accuracy of +/- 6 seconds.
 RF0010
 RF0010.The orthometric height was determined by differential leveling
 RF0010.and adjusted by the National Geodetic Survey in June 1991..
 RF0010
 RF0010.The geoid height was determined by GEOID03.
 RF0010
 RF0010.The dynamic height is computed by dividing the NAVD 88
 RF0010.geopotential number by the normal gravity value computed on the
 RF0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0010.degrees latitude (g = 980.6199 gals.).
 RF0010
 RF0010.The modeled gravity was interpolated from observed gravity values.
 RF0010
 RF0010;                    North         East    Units  Estimated Accuracy
 RF0010;SPC ME E     -   329,450.      306,570.      MT  (+/- 180 meters Scaled)
 RF0010
 RF0010                          SUPERSEDED SURVEY CONTROL
 RF0010
 RF0010  NGVD 29 (??/??/92)  174.375  (m)          572.10   (f) ADJ UNCH    1 2
 RF0010
 RF0010.Superseded values are not recommended for survey control.
 RF0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0010.See file dsdata.txt to determine how the superseded data were derived.
 RF0010
 RF0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM448643(NAD 83)
 RF0010_MARKER: DB = BENCH MARK DISK
 RF0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RF0010_STAMPING: 571.994 A 11 1927
 RF0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0010+STABILITY: SURFACE MOTION
 RF0010
 RF0010  HISTORY     - Date     Condition        Report By
 RF0010  HISTORY     - 1927     MONUMENTED       CGS
 RF0010  HISTORY     - 1953     GOOD             NGS
 RF0010  HISTORY     - 1977     MARK NOT FOUND   LOCENG
 RF0010  HISTORY     - 1978     MARK NOT FOUND   NGS
 RF0010  HISTORY     - 1983     MARK NOT FOUND   USGS
 RF0010
 RF0010                          STATION DESCRIPTION
 RF0010
 RF0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 RF0010'AT ASHLAND.
 RF0010'AT ASHLAND, ALONG THE BANGOR AND AROOSTOOK RAILROAD, AT THE
 RF0010'CROSSING OF STATE HIGHWAY 11, 129 FEET SOUTHWEST OF WEST CORNER
 RF0010'OF RAILROAD STATION, 18 1/2 FEET EAST-SOUTHEAST OF EAST-SOUTHEAST
 RF0010'RAIL, 47 FEET NORTHEAST OF CENTER LINE OF HIGHWAY, 47 FEET EAST
 RF0010'OF CENTER OF CROSSING, ABOUT 1 FOOT BELOW TOP OF RAIL AND SET
 RF0010'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 RF0010
 RF0010                          STATION RECOVERY (1977)
 RF0010
 RF0010'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 RF0010'MARK NOT FOUND.
 RF0010
 RF0010                          STATION RECOVERY (1978)
 RF0010
 RF0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 RF0010'MARK NOT FOUND.
 RF0010
 RF0010                          STATION RECOVERY (1983)
 RF0010
 RF0010'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 RF0010'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1334 ***********************************************************************
 PE1334  DESIGNATION -  A 110
 PE1334  PID         -  PE1334
 PE1334  STATE/COUNTY-  ME/LINCOLN
 PE1334  USGS QUAD   -  VASSALBORO (1988)
 PE1334
 PE1334                         *CURRENT SURVEY CONTROL
 PE1334  ___________________________________________________________________
 PE1334* NAD 83(1986)-  44 28 48.     (N)    069 42 29.     (W)     SCALED    
 PE1334* NAVD 88     -        52.897  (meters)     173.55   (feet)  ADJUSTED  
 PE1334  ___________________________________________________________________
 PE1334  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 PE1334  DYNAMIC HT  -          52.893 (meters)     173.53  (feet)  COMP
 PE1334  MODELED GRAV-     980,542.3   (mgal)                       NAVD 88
 PE1334
 PE1334  VERT ORDER  -  SECOND    CLASS I
 PE1334
 PE1334.The horizontal coordinates were scaled from a topographic map and have
 PE1334.an estimated accuracy of +/- 6 seconds.
 PE1334
 PE1334.The orthometric height was determined by differential leveling
 PE1334.and adjusted by the National Geodetic Survey in June 1991..
 PE1334
 PE1334.The geoid height was determined by GEOID03.
 PE1334
 PE1334.The dynamic height is computed by dividing the NAVD 88
 PE1334.geopotential number by the normal gravity value computed on the
 PE1334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1334.degrees latitude (g = 980.6199 gals.).
 PE1334
 PE1334.The modeled gravity was interpolated from observed gravity values.
 PE1334
 PE1334;                    North         East    Units  Estimated Accuracy
 PE1334;SPC ME W     -   183,050.      936,480.      MT  (+/- 180 meters Scaled)
 PE1334
 PE1334                          SUPERSEDED SURVEY CONTROL
 PE1334
 PE1334  NGVD 29 (??/??/92)   53.096  (m)          174.20   (f) ADJ UNCH    2 1
 PE1334
 PE1334.Superseded values are not recommended for survey control.
 PE1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1334.See file dsdata.txt to determine how the superseded data were derived.
 PE1334
 PE1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK436254(NAD 83)
 PE1334_MARKER: DD = SURVEY DISK
 PE1334_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE1334_SP_SET: PIER
 PE1334_STAMPING: A 110 7 23 74
 PE1334_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE1334_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PE1334+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 PE1334
 PE1334  HISTORY     - Date     Condition        Report By
 PE1334  HISTORY     - 1974     MONUMENTED       MEDT
 PE1334  HISTORY     - 1986     GOOD             USPSQD
 PE1334  HISTORY     - 20060315 GOOD             USPSQD
 PE1334
 PE1334                          STATION DESCRIPTION
 PE1334
 PE1334'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 PE1334'5 MI SW FROM WATERVILE.
 PE1334'ABOUT 4.95 MILES SOUTHWESTERLY ALONG I-95 SOUTHBOUND LANE FROM
 PE1334'THE I-95 OVERPASS CROSSING STATE HIGHWAY ROUTES 11, 137, AT THE
 PE1334'DRUMMOND ROAD OVERPASS IN SIDNEY.  DISK SET VERTICALLY IN CENTER
 PE1334'OF THE 3 FOOT X 3 FOOT EAST FACE OF THE NORTHWEST CONCRETE PIER,
 PE1334'27 FEET NORTHWEST OF THE CENTERLINE, AND 3 1/2 FEET ABOVE THE
 PE1334'SURFACE OF I-95 SOUTHBOUND.
 PE1334
 PE1334                          STATION RECOVERY (1986)
 PE1334
 PE1334'RECOVERY NOTE BY US POWER SQUADRON 1986 (CW)
 PE1334'RECOVERED IN GOOD CONDITION.
 PE1334
 PE1334                          STATION RECOVERY (2006)
 PE1334
 PE1334'RECOVERY NOTE BY US POWER SQUADRON 2006 (AMW)
 PE1334'IN THE STATE/COUNTY LISTING IT SHOULD BE KENNEBEC COUNTY. THE
 PE1334'REFERENCE FROM WATERVILLE, IT SHOULD SAY AT I-95 EXIT 127. THE REST OF
 PE1334'THE DESCRIPTION IS CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0340 ***********************************************************************
 RF0340  DESIGNATION -  A 110
 RF0340  PID         -  RF0340
 RF0340  STATE/COUNTY-  ME/AROOSTOOK
 RF0340  USGS QUAD   -  NINEMILE BRIDGE (1986)
 RF0340
 RF0340                         *CURRENT SURVEY CONTROL
 RF0340  ___________________________________________________________________
 RF0340* NAD 83(1986)-  46 42 03.     (N)    069 43 29.     (W)     SCALED    
 RF0340* NAVD 88     -       290.224  (meters)     952.18   (feet)  ADJUSTED  
 RF0340  ___________________________________________________________________
 RF0340  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 RF0340  DYNAMIC HT  -         290.237 (meters)     952.22  (feet)  COMP
 RF0340  MODELED GRAV-     980,651.6   (mgal)                       NAVD 88
 RF0340
 RF0340  VERT ORDER  -  SECOND    CLASS 0
 RF0340
 RF0340.The horizontal coordinates were scaled from a topographic map and have
 RF0340.an estimated accuracy of +/- 6 seconds.
 RF0340
 RF0340.The orthometric height was determined by differential leveling
 RF0340.and adjusted by the National Geodetic Survey in June 1991..
 RF0340
 RF0340.The geoid height was determined by GEOID03.
 RF0340
 RF0340.The dynamic height is computed by dividing the NAVD 88
 RF0340.geopotential number by the normal gravity value computed on the
 RF0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0340.degrees latitude (g = 980.6199 gals.).
 RF0340
 RF0340.The modeled gravity was interpolated from observed gravity values.
 RF0340
 RF0340;                    North         East    Units  Estimated Accuracy
 RF0340;SPC ME E     -   337,900.      206,340.      MT  (+/- 180 meters Scaled)
 RF0340
 RF0340                          SUPERSEDED SURVEY CONTROL
 RF0340
 RF0340  NGVD 29 (??/??/92)  290.406  (m)          952.77   (f) ADJ UNCH    2 0
 RF0340
 RF0340.Superseded values are not recommended for survey control.
 RF0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0340.See file dsdata.txt to determine how the superseded data were derived.
 RF0340
 RF0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM445721(NAD 83)
 RF0340_MARKER: DB = BENCH MARK DISK
 RF0340_SETTING: 80 = SET IN A BOULDER
 RF0340_SP_SET: BOULDER
 RF0340_STAMPING: A 110 1953
 RF0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0340+STABILITY: SURFACE MOTION
 RF0340
 RF0340  HISTORY     - Date     Condition        Report By
 RF0340  HISTORY     - 1953     MONUMENTED       CGS
 RF0340
 RF0340                          STATION DESCRIPTION
 RF0340
 RF0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0340'12.4 MI NW FROM CLAYTON LAKE.
 RF0340'ABOUT 12.35 MILES NORTHWEST ALONG A PRIVATE GRAVEL ROAD LEADING
 RF0340'TO LAC FRONTIERE FROM THE POST OFFICE AT CLAYTON LAKE, AT THE
 RF0340'NORTH END OF STEEL BRIDGE OVER SAINT JOHN RIVER, IN THE TOP OF A
 RF0340'LARGE BOULDER, 44 FEET WEST OF CENTER LINE OF ROAD, 56 FEET
 RF0340'NORTHWEST OF NORTHWEST CORNER OF STEEL STRUCTURE OF BRIDGE ABOUT
 RF0340'1/2 FOOT ABOVE GROUND AND ABOUT 8 FEET BELOW LEVEL OF BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1335 ***********************************************************************
 PE1335  DESIGNATION -  A 111
 PE1335  PID         -  PE1335
 PE1335  STATE/COUNTY-  ME/KENNEBEC
 PE1335  USGS QUAD   -  VASSALBORO (1988)
 PE1335
 PE1335                         *CURRENT SURVEY CONTROL
 PE1335  ___________________________________________________________________
 PE1335* NAD 83(1986)-  44 28 06.     (N)    069 42 43.     (W)     SCALED    
 PE1335* NAVD 88     -        49.849  (meters)     163.55   (feet)  ADJUSTED  
 PE1335  ___________________________________________________________________
 PE1335  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 PE1335  DYNAMIC HT  -          49.845 (meters)     163.53  (feet)  COMP
 PE1335  MODELED GRAV-     980,540.8   (mgal)                       NAVD 88
 PE1335
 PE1335  VERT ORDER  -  SECOND    CLASS I
 PE1335
 PE1335.The horizontal coordinates were scaled from a topographic map and have
 PE1335.an estimated accuracy of +/- 6 seconds.
 PE1335
 PE1335.The orthometric height was determined by differential leveling
 PE1335.and adjusted by the National Geodetic Survey in June 1991..
 PE1335
 PE1335.The geoid height was determined by GEOID03.
 PE1335
 PE1335.The dynamic height is computed by dividing the NAVD 88
 PE1335.geopotential number by the normal gravity value computed on the
 PE1335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1335.degrees latitude (g = 980.6199 gals.).
 PE1335
 PE1335.The modeled gravity was interpolated from observed gravity values.
 PE1335
 PE1335;                    North         East    Units  Estimated Accuracy
 PE1335;SPC ME W     -   181,750.      936,180.      MT  (+/- 180 meters Scaled)
 PE1335
 PE1335                          SUPERSEDED SURVEY CONTROL
 PE1335
 PE1335  NGVD 29 (??/??/92)   50.049  (m)          164.20   (f) ADJ UNCH    2 1
 PE1335
 PE1335.Superseded values are not recommended for survey control.
 PE1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1335.See file dsdata.txt to determine how the superseded data were derived.
 PE1335
 PE1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK433241(NAD 83)
 PE1335_MARKER: DD = SURVEY DISK
 PE1335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1335_STAMPING: A 111 7 30 74
 PE1335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1335+STABILITY: SURFACE MOTION
 PE1335
 PE1335  HISTORY     - Date     Condition        Report By
 PE1335  HISTORY     - 1974     MONUMENTED       MEDT
 PE1335  HISTORY     - 1986     GOOD             USPSQD
 PE1335
 PE1335                          STATION DESCRIPTION
 PE1335
 PE1335'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 PE1335'5.7 MI SW FROM WATERVILLE.
 PE1335'ABOUT 5.7 MILES SOUTHWEST ALONG I-95 SOUTHBOUND LANE FROM THE
 PE1335'I-95 OVERPASS CROSSING STATE ROUTES 11, 137, AND 0.05 MILES
 PE1335'SOUTHWESTERLY OF THE POINT WHERE THE TOWN FARM BROOK PASSES UNDER
 PE1335'I-95 AND ALSO ABOUT 1.1 MILES NORTHEASTERLY OF THE LYONS ROAD
 PE1335'OVERPASS IN SIDNEY.  ABOUT 65 FEET NORTHWEST OF AND ABOUT LEVEL
 PE1335'WITH THE CENTERLINE OF I-95 SOUTHBOUND.  A DISK SET FLUSH IN
 PE1335'THE TOP OF A CYLINDRICAL CONCRETE POST PROJECTING1 FOOT AND
 PE1335'LOCATED 5 FEET EAST OF A NORTH-SOUTH LINE BETWEEN TWO LONE ELM
 PE1335'TREES AND ABOUT 18 FEET FROM EACH TREE AND 2.1 FEET EAST OF A
 PE1335'METAL WITNESS POST.
 PE1335
 PE1335                          STATION RECOVERY (1986)
 PE1335
 PE1335'RECOVERY NOTE BY US POWER SQUADRON 1986 (SF)
 PE1335'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0646 ***********************************************************************
 QG0646  DESIGNATION -  A 111
 QG0646  PID         -  QG0646
 QG0646  STATE/COUNTY-  ME/PISCATAQUIS
 QG0646  USGS QUAD   -  CARIBOU LAKE SOUTH (1988)
 QG0646
 QG0646                         *CURRENT SURVEY CONTROL
 QG0646  ___________________________________________________________________
 QG0646* NAD 83(1986)-  45 45 37.     (N)    069 20 52.     (W)     SCALED    
 QG0646* NAVD 88     -       379.540  (meters)    1245.21   (feet)  ADJUSTED  
 QG0646  ___________________________________________________________________
 QG0646  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 QG0646  DYNAMIC HT  -         379.535 (meters)    1245.19  (feet)  COMP
 QG0646  MODELED GRAV-     980,589.6   (mgal)                       NAVD 88
 QG0646
 QG0646  VERT ORDER  -  SECOND    CLASS 0
 QG0646
 QG0646.The horizontal coordinates were scaled from a topographic map and have
 QG0646.an estimated accuracy of +/- 6 seconds.
 QG0646
 QG0646.The orthometric height was determined by differential leveling
 QG0646.and adjusted by the National Geodetic Survey in June 1991..
 QG0646
 QG0646.The geoid height was determined by GEOID03.
 QG0646
 QG0646.The dynamic height is computed by dividing the NAVD 88
 QG0646.geopotential number by the normal gravity value computed on the
 QG0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0646.degrees latitude (g = 980.6199 gals.).
 QG0646
 QG0646.The modeled gravity was interpolated from observed gravity values.
 QG0646
 QG0646;                    North         East    Units  Estimated Accuracy
 QG0646;SPC ME E     -   232,980.      234,050.      MT  (+/- 180 meters Scaled)
 QG0646
 QG0646                          SUPERSEDED SURVEY CONTROL
 QG0646
 QG0646  NGVD 29 (??/??/92)  379.701  (m)         1245.74   (f) ADJ UNCH    2 0
 QG0646
 QG0646.Superseded values are not recommended for survey control.
 QG0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0646.See file dsdata.txt to determine how the superseded data were derived.
 QG0646
 QG0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL729674(NAD 83)
 QG0646_MARKER: DB = BENCH MARK DISK
 QG0646_SETTING: 80 = SET IN A BOULDER
 QG0646_SP_SET: BOULDER
 QG0646_STAMPING: A 111 1953
 QG0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0646+STABILITY: SURFACE MOTION
 QG0646
 QG0646  HISTORY     - Date     Condition        Report By
 QG0646  HISTORY     - 1953     MONUMENTED       CGS
 QG0646
 QG0646                          STATION DESCRIPTION
 QG0646
 QG0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0646'9 MI NE FROM KOKADJO.
 QG0646'9.0 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 QG0646'KOKADJO, ABOUT 0.8 MILE NORTH OF BRIDGE OVER BEAR BROOK, ABOUT
 QG0646'1.4 MILES SOUTHWEST OF GRANT FARM, ABOUT 200 FEET NORTH OF THE
 QG0646'TOP OF A LOW RIDGE, 18 FEET WEST-NORTHWEST OF CENTER LINE OF
 QG0646'ROAD, 21 1/2 FEET EAST-NORTHEAST OF A TRIANGULAR BLAZED 12-INCH
 QG0646'BALSAM TREE, 67 FEET SOUTH OF A TRIANGULAR BLAZED 18-INCH MAPLE
 QG0646'TREE, 47 FEET WEST-SOUTHWEST AND ACROSS ROAD FROM TELEPHONE POLE
 QG0646'NO. 557, 140 FEET NORTH AND ACROSS ROAD FROM TELEPHONE POLE NO.
 QG0646'556, IN THE TOP OF THE HIGHEST POINT OF A BOULDER ABOUT 4 BY
 QG0646'6 FEET AND PROJECTING 6 INCHES AND ABOUT 1 FOOT ABOVE LEVEL OF
 QG0646'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1339 ***********************************************************************
 PE1339  DESIGNATION -  A 112
 PE1339  PID         -  PE1339
 PE1339  STATE/COUNTY-  ME/KENNEBEC
 PE1339  USGS QUAD   -  VASSALBORO (1988)
 PE1339
 PE1339                         *CURRENT SURVEY CONTROL
 PE1339  ___________________________________________________________________
 PE1339* NAD 83(1986)-  44 26 38.     (N)    069 43 27.     (W)     SCALED    
 PE1339* NAVD 88     -        57.385  (meters)     188.27   (feet)  ADJUSTED  
 PE1339  ___________________________________________________________________
 PE1339  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 PE1339  DYNAMIC HT  -          57.380 (meters)     188.25  (feet)  COMP
 PE1339  MODELED GRAV-     980,537.6   (mgal)                       NAVD 88
 PE1339
 PE1339  VERT ORDER  -  SECOND    CLASS I
 PE1339
 PE1339.The horizontal coordinates were scaled from a topographic map and have
 PE1339.an estimated accuracy of +/- 6 seconds.
 PE1339
 PE1339.The orthometric height was determined by differential leveling
 PE1339.and adjusted by the National Geodetic Survey in June 1991..
 PE1339
 PE1339.The geoid height was determined by GEOID03.
 PE1339
 PE1339.The dynamic height is computed by dividing the NAVD 88
 PE1339.geopotential number by the normal gravity value computed on the
 PE1339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1339.degrees latitude (g = 980.6199 gals.).
 PE1339
 PE1339.The modeled gravity was interpolated from observed gravity values.
 PE1339
 PE1339;                    North         East    Units  Estimated Accuracy
 PE1339;SPC ME W     -   179,030.      935,220.      MT  (+/- 180 meters Scaled)
 PE1339
 PE1339                          SUPERSEDED SURVEY CONTROL
 PE1339
 PE1339  NGVD 29 (??/??/92)   57.587  (m)          188.93   (f) ADJ UNCH    2 1
 PE1339
 PE1339.Superseded values are not recommended for survey control.
 PE1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1339.See file dsdata.txt to determine how the superseded data were derived.
 PE1339
 PE1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK423214(NAD 83)
 PE1339_MARKER: DD = SURVEY DISK
 PE1339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1339_STAMPING: A 112 7 30 74
 PE1339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1339+STABILITY: SURFACE MOTION
 PE1339
 PE1339  HISTORY     - Date     Condition        Report By
 PE1339  HISTORY     - 1974     MONUMENTED       MEDT
 PE1339  HISTORY     - 1986     GOOD             USPSQD
 PE1339
 PE1339                          STATION DESCRIPTION
 PE1339
 PE1339'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 PE1339'0.8 MI SW FROM SIDNEY.
 PE1339'ABOUT 0.75 MILE SOUTHWESTERLY ALONG I-95 SOUTHBOUND FROM LYONS
 PE1339'ROAD OVERPASS CROSSING OF I-95 IN SIDNEY AT THE I-95 SIGN
 PE1339'WHICH READS AUGUSTA 10 PORTLAND 71, 124 FEET NORTHWEST OF THE
 PE1339'CENTERLINE AND ABOUT LEVEL WITH THE SURFACE OF I-95 SOUTHBOUND.
 PE1339'DISK SET FLUSH IN THE TOP OF A CYLINDRICAL CONCRETE POST 1 FOOT
 PE1339'EAST OF A METAL WITNESS POST AND 1 FOOT EAST OF THE RIGHT OF WAY
 PE1339'FENCE AND PROJECTING 2 INCHES.
 PE1339
 PE1339                          STATION RECOVERY (1986)
 PE1339
 PE1339'RECOVERY NOTE BY US POWER SQUADRON 1986 (RS)
 PE1339'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0052 ***********************************************************************
 RG0052  DESIGNATION -  A 112
 RG0052  PID         -  RG0052
 RG0052  STATE/COUNTY-  ME/SOMERSET
 RG0052  USGS QUAD   -  HARDWOOD MOUNTAIN SE (1989)
 RG0052
 RG0052                         *CURRENT SURVEY CONTROL
 RG0052  ___________________________________________________________________
 RG0052* NAD 83(1986)-  46 15 31.     (N)    070 03 47.     (W)     SCALED    
 RG0052* NAVD 88     -       440.107  (meters)    1443.92   (feet)  ADJUSTED  
 RG0052  ___________________________________________________________________
 RG0052  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 RG0052  DYNAMIC HT  -         440.098 (meters)    1443.89  (feet)  COMP
 RG0052  MODELED GRAV-     980,581.9   (mgal)                       NAVD 88
 RG0052
 RG0052  VERT ORDER  -  SECOND    CLASS 0
 RG0052
 RG0052.The horizontal coordinates were scaled from a topographic map and have
 RG0052.an estimated accuracy of +/- 6 seconds.
 RG0052
 RG0052.The orthometric height was determined by differential leveling
 RG0052.and adjusted by the National Geodetic Survey in June 1991..
 RG0052
 RG0052.The geoid height was determined by GEOID03.
 RG0052
 RG0052.The dynamic height is computed by dividing the NAVD 88
 RG0052.geopotential number by the normal gravity value computed on the
 RG0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RG0052.degrees latitude (g = 980.6199 gals.).
 RG0052
 RG0052.The modeled gravity was interpolated from observed gravity values.
 RG0052
 RG0052;                    North         East    Units  Estimated Accuracy
 RG0052;SPC ME W     -   380,620.      907,990.      MT  (+/- 180 meters Scaled)
 RG0052
 RG0052                          SUPERSEDED SURVEY CONTROL
 RG0052
 RG0052  NGVD 29 (??/??/92)  440.257  (m)         1444.41   (f) ADJ UNCH    2 0
 RG0052
 RG0052.Superseded values are not recommended for survey control.
 RG0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0052.See file dsdata.txt to determine how the superseded data were derived.
 RG0052
 RG0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM180233(NAD 83)
 RG0052_MARKER: DB = BENCH MARK DISK
 RG0052_SETTING: 80 = SET IN A BOULDER
 RG0052_SP_SET: BOULDER
 RG0052_STAMPING: A 112 1953
 RG0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RG0052+STABILITY: SURFACE MOTION
 RG0052
 RG0052  HISTORY     - Date     Condition        Report By
 RG0052  HISTORY     - 1953     MONUMENTED       CGS
 RG0052
 RG0052                          STATION DESCRIPTION
 RG0052
 RG0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RG0052'17.9 MI NE FROM STE AURELIE.
 RG0052'17.9 MILES NORTHEAST AND EAST ALONG A GRAVEL ROAD LEADING TO
 RG0052'FRANCIS LAKE FROM THE CHURCH AT STE AURELIE, ABOUT 0.65 MILE
 RG0052'NORTHEAST OF A 30-FOOT WOODEN BRIDGE OVER BRAILEY BROOK, SET
 RG0052'IN THE TOP OF A PROMINENT BOULDER ABOUT 15 BY 10-FEET, 32 FEET
 RG0052'NORTH OF CENTER LINE OF ROAD, 258 FEET WEST OF NORTH END OF A
 RG0052'3-FOOT WOODEN CULVERT AND ABOUT 3 1/2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1340 ***********************************************************************
 PE1340  DESIGNATION -  A 113
 PE1340  PID         -  PE1340
 PE1340  STATE/COUNTY-  ME/KENNEBEC
 PE1340  USGS QUAD   -  VASSALBORO (1988)
 PE1340
 PE1340                         *CURRENT SURVEY CONTROL
 PE1340  ___________________________________________________________________
 PE1340* NAD 83(1986)-  44 26 02.     (N)    069 43 53.     (W)     SCALED    
 PE1340* NAVD 88     -        57.699  (meters)     189.30   (feet)  ADJUSTED  
 PE1340  ___________________________________________________________________
 PE1340  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 PE1340  DYNAMIC HT  -          57.694 (meters)     189.28  (feet)  COMP
 PE1340  MODELED GRAV-     980,536.3   (mgal)                       NAVD 88
 PE1340
 PE1340  VERT ORDER  -  SECOND    CLASS I
 PE1340
 PE1340.The horizontal coordinates were scaled from a topographic map and have
 PE1340.an estimated accuracy of +/- 6 seconds.
 PE1340
 PE1340.The orthometric height was determined by differential leveling
 PE1340.and adjusted by the National Geodetic Survey in June 1991..
 PE1340
 PE1340.The geoid height was determined by GEOID03.
 PE1340
 PE1340.The dynamic height is computed by dividing the NAVD 88
 PE1340.geopotential number by the normal gravity value computed on the
 PE1340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1340.degrees latitude (g = 980.6199 gals.).
 PE1340
 PE1340.The modeled gravity was interpolated from observed gravity values.
 PE1340
 PE1340;                    North         East    Units  Estimated Accuracy
 PE1340;SPC ME W     -   177,920.      934,660.      MT  (+/- 180 meters Scaled)
 PE1340
 PE1340                          SUPERSEDED SURVEY CONTROL
 PE1340
 PE1340  NGVD 29 (??/??/92)   57.902  (m)          189.97   (f) ADJ UNCH    2 1
 PE1340
 PE1340.Superseded values are not recommended for survey control.
 PE1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1340.See file dsdata.txt to determine how the superseded data were derived.
 PE1340
 PE1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK417203(NAD 83)
 PE1340_MARKER: DD = SURVEY DISK
 PE1340_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE1340_SP_SET: CULVERT
 PE1340_STAMPING: A 113 7 29 74
 PE1340_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE1340
 PE1340  HISTORY     - Date     Condition        Report By
 PE1340  HISTORY     - 1974     MONUMENTED       MEDT
 PE1340  HISTORY     - 1986     GOOD             USPSQD
 PE1340
 PE1340                          STATION DESCRIPTION
 PE1340
 PE1340'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 PE1340'1.5 MI SW FROM SIDNEY.
 PE1340'ABOUT 1.5 MILES SOUTHWESTERLY ALONG I-95 SOUTHBOUND FROM LYONS
 PE1340'ROAD OVERPASS CROSSING OF I-95 IN SIDNEY AT THE GOFF BROOK
 PE1340'CONCRETE BOX CULVERT.  A DISK SET FLUSH IN THE NORTH END OF THE
 PE1340'NORTHWEST WINGWALL OF THE BOX CULVERT 46 FEET WEST OF THE
 PE1340'CENTERLINE, AND ABOUT 10 1/2 FEET BELOW THE SURFACE OF I-95
 PE1340'SOUTHBOUND.
 PE1340
 PE1340                          STATION RECOVERY (1986)
 PE1340
 PE1340'RECOVERY NOTE BY US POWER SQUADRON 1986 (CCC)
 PE1340'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0259 ***********************************************************************
 RF0259  DESIGNATION -  A 113
 RF0259  PID         -  RF0259
 RF0259  STATE/COUNTY-  ME/SOMERSET
 RF0259  USGS QUAD   -  TURNER POND (1989)
 RF0259
 RF0259                         *CURRENT SURVEY CONTROL
 RF0259  ___________________________________________________________________
 RF0259* NAD 83(1986)-  46 17 53.     (N)    069 48 38.     (W)     SCALED    
 RF0259* NAVD 88     -       449.096  (meters)    1473.41   (feet)  ADJUSTED  
 RF0259  ___________________________________________________________________
 RF0259  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 RF0259  DYNAMIC HT  -         449.091 (meters)    1473.39  (feet)  COMP
 RF0259  MODELED GRAV-     980,588.8   (mgal)                       NAVD 88
 RF0259
 RF0259  VERT ORDER  -  SECOND    CLASS 0
 RF0259
 RF0259.The horizontal coordinates were scaled from a topographic map and have
 RF0259.an estimated accuracy of +/- 6 seconds.
 RF0259
 RF0259.The orthometric height was determined by differential leveling
 RF0259.and adjusted by the National Geodetic Survey in June 1991..
 RF0259
 RF0259.The geoid height was determined by GEOID03.
 RF0259
 RF0259.The dynamic height is computed by dividing the NAVD 88
 RF0259.geopotential number by the normal gravity value computed on the
 RF0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0259.degrees latitude (g = 980.6199 gals.).
 RF0259
 RF0259.The modeled gravity was interpolated from observed gravity values.
 RF0259
 RF0259;                    North         East    Units  Estimated Accuracy
 RF0259;SPC ME W     -   385,060.      927,440.      MT  (+/- 180 meters Scaled)
 RF0259
 RF0259                          SUPERSEDED SURVEY CONTROL
 RF0259
 RF0259  NGVD 29 (??/??/92)  449.246  (m)         1473.90   (f) ADJ UNCH    2 0
 RF0259
 RF0259.Superseded values are not recommended for survey control.
 RF0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0259.See file dsdata.txt to determine how the superseded data were derived.
 RF0259
 RF0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM375274(NAD 83)
 RF0259_MARKER: DB = BENCH MARK DISK
 RF0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RF0259_STAMPING: A 113 1953
 RF0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0259+STABILITY: SURFACE MOTION
 RF0259
 RF0259  HISTORY     - Date     Condition        Report By
 RF0259  HISTORY     - 1953     MONUMENTED       CGS
 RF0259  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RF0259
 RF0259                          STATION DESCRIPTION
 RF0259
 RF0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0259'31.6 MI NE FROM STE AURELIE.
 RF0259'ABOUT 31.6 MILES NORTHEAST AND EAST ALONG A GRAVEL ROAD LEADING
 RF0259'TO FRANCIS LAKE FROM THE CHURCH AT STE AURELIE, ABOUT 0.45 MILE
 RF0259'NORTHEAST OF THE JUNCTION OF A ROAD SOUTHEAST, ABOUT 1.0 MILE
 RF0259'SOUTHWEST OF JUNCTION OF A GRAVEL ROAD NORTH TO A LOGGING CAMP,
 RF0259'38 FEET NORTH-NORTHWEST OF CENTER LINE OF ROAD, 491 FEET
 RF0259'EAST-NORTHEAST OF JUNCTION OF ROAD DITCH AND A DITCH DRAIN
 RF0259'NORTHWEST INTO WOODS, 42 FEET EAST OF A TRIANGULAR BLAZED 7-INCH
 RF0259'BALSAM TREE, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 RF0259'ABOUT 1 FOOT BELOW LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE
 RF0259'POST PROJECTING 4 INCHES.
 RF0259
 RF0259                          STATION RECOVERY (1985)
 RF0259
 RF0259'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLM)
 RF0259'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1344 ***********************************************************************
 PE1344  DESIGNATION -  A 114
 PE1344  PID         -  PE1344
 PE1344  STATE/COUNTY-  ME/KENNEBEC
 PE1344  USGS QUAD   -  VASSALBORO (1988)
 PE1344
 PE1344                         *CURRENT SURVEY CONTROL
 PE1344  ___________________________________________________________________
 PE1344* NAD 83(1986)-  44 24 29.     (N)    069 44 56.     (W)     SCALED    
 PE1344* NAVD 88     -        77.107  (meters)     252.98   (feet)  ADJUSTED  
 PE1344  ___________________________________________________________________
 PE1344  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 PE1344  DYNAMIC HT  -          77.101 (meters)     252.96  (feet)  COMP
 PE1344  MODELED GRAV-     980,533.2   (mgal)                       NAVD 88
 PE1344
 PE1344  VERT ORDER  -  SECOND    CLASS I
 PE1344
 PE1344.The horizontal coordinates were scaled from a topographic map and have
 PE1344.an estimated accuracy of +/- 6 seconds.
 PE1344
 PE1344.The orthometric height was determined by differential leveling
 PE1344.and adjusted by the National Geodetic Survey in June 1991..
 PE1344
 PE1344.The geoid height was determined by GEOID03.
 PE1344
 PE1344.The dynamic height is computed by dividing the NAVD 88
 PE1344.geopotential number by the normal gravity value computed on the
 PE1344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1344.degrees latitude (g = 980.6199 gals.).
 PE1344
 PE1344.The modeled gravity was interpolated from observed gravity values.
 PE1344
 PE1344;                    North         East    Units  Estimated Accuracy
 PE1344;SPC ME W     -   175,040.      933,280.      MT  (+/- 180 meters Scaled)
 PE1344
 PE1344                          SUPERSEDED SURVEY CONTROL
 PE1344
 PE1344  NGVD 29 (??/??/92)   77.314  (m)          253.65   (f) ADJ UNCH    2 1
 PE1344
 PE1344.Superseded values are not recommended for survey control.
 PE1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1344.See file dsdata.txt to determine how the superseded data were derived.
 PE1344
 PE1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK403174(NAD 83)
 PE1344_MARKER: DD = SURVEY DISK
 PE1344_SETTING: 66 = SET IN ROCK OUTCROP
 PE1344_SP_SET: ROCK LEDGE
 PE1344_STAMPING: A 114 7 23 74
 PE1344_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1344+STABILITY: POSITION/ELEVATION WELL
 PE1344
 PE1344  HISTORY     - Date     Condition        Report By
 PE1344  HISTORY     - 1974     MONUMENTED       MEDT
 PE1344  HISTORY     - 1986     GOOD             USPSQD
 PE1344
 PE1344                          STATION DESCRIPTION
 PE1344
 PE1344'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 PE1344'3.6 MI SW FROM SIDNEY.
 PE1344'ABOUT 3.6 MILES SOUTHWESTERLY ALONG I-95 SOUTHBOUND FROM THE
 PE1344'LYONS ROAD OVERPASS CROSSING I-95 IN SIDNEY, 0.15 MILE NORTH
 PE1344'OF THE SOUTHBOUND REST AREA SIGN AND 25 FEET SOUTH OF THE
 PE1344'NORTHERN MOST EXPOSURE OF THE FIRST EXPOSED LEDGE SOUTH OF THE
 PE1344'GRAVEL CROSSOVER BETWEEN THE NORTHBOUND AND SOUTHBOUND LANES
 PE1344'OF I-95.  44 FEET EASTERLY OF THE CENTERLINE AND 4 FEET ABOVE THE
 PE1344'SURFACE OF I-95 SOUTHBOUND IN THE MEDIAN STRIP 40 FEET WEST OF
 PE1344'METAL WITNESS POST AND 5 1/2 FEET EAST OF THE 7 FOOT VERTICAL
 PE1344'LEDGE FACE.
 PE1344
 PE1344                          STATION RECOVERY (1986)
 PE1344
 PE1344'RECOVERY NOTE BY US POWER SQUADRON 1986 (CCC)
 PE1344'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0336 ***********************************************************************
 QG0336  DESIGNATION -  A 114
 QG0336  PID         -  QG0336
 QG0336  STATE/COUNTY-  ME/PISCATAQUIS
 QG0336  USGS QUAD   -  MILO SOUTH (1983)
 QG0336
 QG0336                         *CURRENT SURVEY CONTROL
 QG0336  ___________________________________________________________________
 QG0336* NAD 83(1986)-  45 12 23.     (N)    068 54 32.     (W)     SCALED    
 QG0336* NAVD 88     -        97.684  (meters)     320.48   (feet)  ADJUSTED  
 QG0336  ___________________________________________________________________
 QG0336  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 QG0336  DYNAMIC HT  -          97.683 (meters)     320.48  (feet)  COMP
 QG0336  MODELED GRAV-     980,602.8   (mgal)                       NAVD 88
 QG0336
 QG0336  VERT ORDER  -  FIRST     CLASS II
 QG0336
 QG0336.The horizontal coordinates were scaled from a topographic map and have
 QG0336.an estimated accuracy of +/- 6 seconds.
 QG0336
 QG0336.The orthometric height was determined by differential leveling
 QG0336.and adjusted by the National Geodetic Survey in June 1991..
 QG0336
 QG0336.The geoid height was determined by GEOID03.
 QG0336
 QG0336.The dynamic height is computed by dividing the NAVD 88
 QG0336.geopotential number by the normal gravity value computed on the
 QG0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0336.degrees latitude (g = 980.6199 gals.).
 QG0336
 QG0336.The modeled gravity was interpolated from observed gravity values.
 QG0336
 QG0336;                    North         East    Units  Estimated Accuracy
 QG0336;SPC ME E     -   171,160.      267,880.      MT  (+/- 180 meters Scaled)
 QG0336
 QG0336                          SUPERSEDED SURVEY CONTROL
 QG0336
 QG0336  NGVD 29 (??/??/92)   97.865  (m)          321.08   (f) ADJ UNCH    1 2
 QG0336
 QG0336.Superseded values are not recommended for survey control.
 QG0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0336.See file dsdata.txt to determine how the superseded data were derived.
 QG0336
 QG0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL071058(NAD 83)
 QG0336_MARKER: DB = BENCH MARK DISK
 QG0336_SETTING: 80 = SET IN A BOULDER
 QG0336_SP_SET: BOULDER
 QG0336_STAMPING: A 114 1953
 QG0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0336+STABILITY: SURFACE MOTION
 QG0336
 QG0336  HISTORY     - Date     Condition        Report By
 QG0336  HISTORY     - 1953     MONUMENTED       CGS
 QG0336  HISTORY     - 1978     GOOD             NGS
 QG0336
 QG0336                          STATION DESCRIPTION
 QG0336
 QG0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0336'4.4 MI NW FROM LAGRANGE.
 QG0336'4.4 MILES NORTHWEST ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 QG0336'THE STATION AT LAGRANGE, ABOUT 9 RAILS NORTH OF MILE POST 62,
 QG0336'ABOUT 0.7 MILE NORTH OF CROSSING OF A BLACK TOP ROAD, IN THE TOP
 QG0336'OF A BOULDER THAT IS BETWEEN THE TRACK AND STATE HIGHWAY 155, 24 1/2
 QG0336'FEET EAST OF EAST RAIL, 44 FEET WEST OF CENTER LINE OF HIGHWAY,
 QG0336'16 FEET NORTHEAST OF THE THIRD TELEPHONE POLE NORTH OF MILE POST,
 QG0336'ABOUT 1 FOOT ABOVE GROUND AND ABOUT 3 FEET BELOW LEVEL OF TRACK.
 QG0336
 QG0336                          STATION RECOVERY (1978)
 QG0336
 QG0336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0336'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1345 ***********************************************************************
 PE1345  DESIGNATION -  A 115
 PE1345  PID         -  PE1345
 PE1345  STATE/COUNTY-  ME/KENNEBEC
 PE1345  USGS QUAD   -  BELGRADE (1980)
 PE1345
 PE1345                         *CURRENT SURVEY CONTROL
 PE1345  ___________________________________________________________________
 PE1345* NAD 83(1986)-  44 23 56.     (N)    069 45 17.     (W)     SCALED    
 PE1345* NAVD 88     -        95.220  (meters)     312.40   (feet)  ADJUSTED  
 PE1345  ___________________________________________________________________
 PE1345  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 PE1345  DYNAMIC HT  -          95.212 (meters)     312.37  (feet)  COMP
 PE1345  MODELED GRAV-     980,532.1   (mgal)                       NAVD 88
 PE1345
 PE1345  VERT ORDER  -  SECOND    CLASS I
 PE1345
 PE1345.The horizontal coordinates were scaled from a topographic map and have
 PE1345.an estimated accuracy of +/- 6 seconds.
 PE1345
 PE1345.The orthometric height was determined by differential leveling
 PE1345.and adjusted by the National Geodetic Survey in June 1991..
 PE1345
 PE1345.The geoid height was determined by GEOID03.
 PE1345
 PE1345.The dynamic height is computed by dividing the NAVD 88
 PE1345.geopotential number by the normal gravity value computed on the
 PE1345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1345.degrees latitude (g = 980.6199 gals.).
 PE1345
 PE1345.The modeled gravity was interpolated from observed gravity values.
 PE1345
 PE1345;                    North         East    Units  Estimated Accuracy
 PE1345;SPC ME W     -   174,020.      932,820.      MT  (+/- 180 meters Scaled)
 PE1345
 PE1345                          SUPERSEDED SURVEY CONTROL
 PE1345
 PE1345  NGVD 29 (??/??/92)   95.428  (m)          313.08   (f) ADJ UNCH    2 1
 PE1345
 PE1345.Superseded values are not recommended for survey control.
 PE1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1345.See file dsdata.txt to determine how the superseded data were derived.
 PE1345
 PE1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK398164(NAD 83)
 PE1345_MARKER: DD = SURVEY DISK
 PE1345_SETTING: 66 = SET IN ROCK OUTCROP
 PE1345_SP_SET: ROCK LEDGE
 PE1345_STAMPING: A 115 7 23 74
 PE1345_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1345+STABILITY: POSITION/ELEVATION WELL
 PE1345
 PE1345  HISTORY     - Date     Condition        Report By
 PE1345  HISTORY     - 1974     MONUMENTED       MEDT
 PE1345  HISTORY     - 1986     GOOD             USPSQD
 PE1345
 PE1345                          STATION DESCRIPTION
 PE1345
 PE1345'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 PE1345'4.6 MI SW FROM SIDNEY.
 PE1345'ABOUT 4.6 MILES SOUTHWESTERLY ALONG I-95 SOUTHBOUND FROM LYONS
 PE1345'ROAD OVERPASS CROSSING I-95 IN SIDNEY, 110 FEET SOUTH OF THE
 PE1345'NORTHERN-MOST EXPOSURE OF THE FIRST EXPOSED LEDGE IN THE MEDIAN
 PE1345'AREA SOUTH OF THE SOUTHBOUND REST AREA.  A DISK SET FLUSH IN THE
 PE1345'HIGH POINT OF LEDGE 64 FEET EAST OF THE CENTERLINE, AND ABOUT
 PE1345'15 FEET ABOVE THE SURFACE OF I-95 SOUTHBOUND.  27 FEET EAST OF
 PE1345'THE 8 FOOT VERTICAL LEDGE FACE AND 2.3 FEET WEST OF THE METAL
 PE1345'WITNESS POST.
 PE1345
 PE1345                          STATION RECOVERY (1986)
 PE1345
 PE1345'RECOVERY NOTE BY US POWER SQUADRON 1986 (RS)
 PE1345'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SE0026 ***********************************************************************
 SE0026  DESIGNATION -  A 115
 SE0026  PID         -  SE0026
 SE0026  STATE/COUNTY-  ME/AROOSTOOK
 SE0026  USGS QUAD   -  VAN BUREN (1986)
 SE0026
 SE0026                         *CURRENT SURVEY CONTROL
 SE0026  ___________________________________________________________________
 SE0026* NAD 83(1986)-  47 09 13.     (N)    067 55 51.     (W)     SCALED    
 SE0026* NAVD 88     -       151.202  (meters)     496.07   (feet)  ADJUSTED  
 SE0026  ___________________________________________________________________
 SE0026  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 SE0026  DYNAMIC HT  -         151.223 (meters)     496.14  (feet)  COMP
 SE0026  MODELED GRAV-     980,747.6   (mgal)                       NAVD 88
 SE0026
 SE0026  VERT ORDER  -  FIRST     CLASS II
 SE0026
 SE0026.The horizontal coordinates were scaled from a topographic map and have
 SE0026.an estimated accuracy of +/- 6 seconds.
 SE0026
 SE0026.The orthometric height was determined by differential leveling
 SE0026.and adjusted by the National Geodetic Survey in June 1991..
 SE0026
 SE0026.The geoid height was determined by GEOID03.
 SE0026
 SE0026.The dynamic height is computed by dividing the NAVD 88
 SE0026.geopotential number by the normal gravity value computed on the
 SE0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SE0026.degrees latitude (g = 980.6199 gals.).
 SE0026
 SE0026.The modeled gravity was interpolated from observed gravity values.
 SE0026
 SE0026;                    North         East    Units  Estimated Accuracy
 SE0026;SPC ME E     -   387,660.      343,160.      MT  (+/- 180 meters Scaled)
 SE0026
 SE0026                          SUPERSEDED SURVEY CONTROL
 SE0026
 SE0026  NGVD 29 (??/??/92)  151.371  (m)          496.62   (f) ADJ UNCH    1 2
 SE0026
 SE0026.Superseded values are not recommended for survey control.
 SE0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SE0026.See file dsdata.txt to determine how the superseded data were derived.
 SE0026
 SE0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN810227(NAD 83)
 SE0026_MARKER: DB = BENCH MARK DISK
 SE0026_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SE0026_SP_SET: BUILDING
 SE0026_STAMPING: A 115 1953
 SE0026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SE0026
 SE0026  HISTORY     - Date     Condition        Report By
 SE0026  HISTORY     - 1953     MONUMENTED       CGS
 SE0026
 SE0026                          STATION DESCRIPTION
 SE0026
 SE0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 SE0026'AT VAN BUREN.
 SE0026'AT VAN BUREN, AT THE JUNCTION OF U.S. HIGHWAY 1 AND STATE
 SE0026'HIGHWAY 165, SET VERTICALLY IN SOUTHWEST FACE OF A 3-STORY BRICK
 SE0026'BUILDING OCCUPIED BY VAN BUREN MOTOR COMPANY, 121 FEET
 SE0026'EAST-SOUTHEAST OF CENTER OF JUNCTION, 34 FEET NORTHEAST OF CENTER
 SE0026'LINE OF HIGHWAY 165, 0.8 FOOT NORTHWEST OF SOUTH CORNER OF
 SE0026'BUILDING AND 2 3/4 FEET ABOVE SIDE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1349 ***********************************************************************
 PE1349  DESIGNATION -  A 116
 PE1349  PID         -  PE1349
 PE1349  STATE/COUNTY-  ME/KENNEBEC
 PE1349  USGS QUAD   -  AUGUSTA (1991)
 PE1349
 PE1349                         *CURRENT SURVEY CONTROL
 PE1349  ___________________________________________________________________
 PE1349* NAD 83(1986)-  44 22 17.     (N)    069 46 19.     (W)     SCALED    
 PE1349* NAVD 88     -        77.888  (meters)     255.54   (feet)  ADJUSTED  
 PE1349  ___________________________________________________________________
 PE1349  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 PE1349  DYNAMIC HT  -          77.881 (meters)     255.51  (feet)  COMP
 PE1349  MODELED GRAV-     980,528.9   (mgal)                       NAVD 88
 PE1349
 PE1349  VERT ORDER  -  SECOND    CLASS I
 PE1349
 PE1349.The horizontal coordinates were scaled from a topographic map and have
 PE1349.an estimated accuracy of +/- 6 seconds.
 PE1349
 PE1349.The orthometric height was determined by differential leveling
 PE1349.and adjusted by the National Geodetic Survey in June 1991..
 PE1349
 PE1349.The geoid height was determined by GEOID03.
 PE1349
 PE1349.The dynamic height is computed by dividing the NAVD 88
 PE1349.geopotential number by the normal gravity value computed on the
 PE1349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1349.degrees latitude (g = 980.6199 gals.).
 PE1349
 PE1349.The modeled gravity was interpolated from observed gravity values.
 PE1349
 PE1349;                    North         East    Units  Estimated Accuracy
 PE1349;SPC ME W     -   170,960.      931,460.      MT  (+/- 180 meters Scaled)
 PE1349
 PE1349                          SUPERSEDED SURVEY CONTROL
 PE1349
 PE1349  NGVD 29 (??/??/92)   78.098  (m)          256.23   (f) ADJ UNCH    2 1
 PE1349
 PE1349.Superseded values are not recommended for survey control.
 PE1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1349.See file dsdata.txt to determine how the superseded data were derived.
 PE1349
 PE1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK384134(NAD 83)
 PE1349_MARKER: DD = SURVEY DISK
 PE1349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1349_STAMPING: A 116 7 23 74
 PE1349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1349+STABILITY: SURFACE MOTION
 PE1349
 PE1349  HISTORY     - Date     Condition        Report By
 PE1349  HISTORY     - 1974     MONUMENTED       MEDT
 PE1349  HISTORY     - 1986     GOOD             USPSQD
 PE1349
 PE1349                          STATION DESCRIPTION
 PE1349
 PE1349'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 PE1349'6.4 MI SW FROM SIDNEY.
 PE1349'IN NORTH AUGUSTA ABOUT 6.45 MILES SOUTHWESTERLY ALONG I-95
 PE1349'SOUTHBOUND FROM LYONS ROAD OVERPASS AND ON LINE WITH THE I-95
 PE1349'SIGN WHICH READS RTE. 8, 11, 27, AUGUSTA BELGRADE 2 MILES, 96
 PE1349'FEET NORTHWESTERLY OF THE CENTERLINE, AND 10 FEET BELOW THE
 PE1349'SURFACE OF I-95 SOUTHBOUND AND 1.0 FOOT EAST OF A METAL WITNESS
 PE1349'POST AND RIGHT OF WAY FENCE IN THE TOP OF A CYLINDRICAL CONCRETE
 PE1349'POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 PE1349
 PE1349                          STATION RECOVERY (1986)
 PE1349
 PE1349'RECOVERY NOTE BY US POWER SQUADRON 1986 (GW)
 PE1349'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0305 ***********************************************************************
 RF0305  DESIGNATION -  A 116
 RF0305  PID         -  RF0305
 RF0305  STATE/COUNTY-  ME/SOMERSET
 RF0305  USGS QUAD   -  BAKER LAKE (1989)
 RF0305
 RF0305                         *CURRENT SURVEY CONTROL
 RF0305  ___________________________________________________________________
 RF0305* NAD 83(1986)-  46 19 51.     (N)    069 56 23.     (W)     SCALED    
 RF0305* NAVD 88     -       351.170  (meters)    1152.13   (feet)  ADJUSTED  
 RF0305  ___________________________________________________________________
 RF0305  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 RF0305  DYNAMIC HT  -         351.167 (meters)    1152.12  (feet)  COMP
 RF0305  MODELED GRAV-     980,598.5   (mgal)                       NAVD 88
 RF0305
 RF0305  VERT ORDER  -  SECOND    CLASS 0
 RF0305
 RF0305.The horizontal coordinates were scaled from a topographic map and have
 RF0305.an estimated accuracy of +/- 6 seconds.
 RF0305
 RF0305.The orthometric height was determined by differential leveling
 RF0305.and adjusted by the National Geodetic Survey in June 1991..
 RF0305
 RF0305.The geoid height was determined by GEOID03.
 RF0305
 RF0305.The dynamic height is computed by dividing the NAVD 88
 RF0305.geopotential number by the normal gravity value computed on the
 RF0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0305.degrees latitude (g = 980.6199 gals.).
 RF0305
 RF0305.The modeled gravity was interpolated from observed gravity values.
 RF0305
 RF0305;                    North         East    Units  Estimated Accuracy
 RF0305;SPC ME W     -   388,670.      917,470.      MT  (+/- 180 meters Scaled)
 RF0305
 RF0305                          SUPERSEDED SURVEY CONTROL
 RF0305
 RF0305  NGVD 29 (??/??/92)  351.329  (m)         1152.65   (f) ADJ UNCH    2 0
 RF0305
 RF0305.Superseded values are not recommended for survey control.
 RF0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0305.See file dsdata.txt to determine how the superseded data were derived.
 RF0305
 RF0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM276312(NAD 83)
 RF0305_MARKER: DB = BENCH MARK DISK
 RF0305_SETTING: 80 = SET IN A BOULDER
 RF0305_SP_SET: BOULDER
 RF0305_STAMPING: A 116 1953
 RF0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0305+STABILITY: SURFACE MOTION
 RF0305
 RF0305  HISTORY     - Date     Condition        Report By
 RF0305  HISTORY     - 1953     MONUMENTED       CGS
 RF0305
 RF0305                          STATION DESCRIPTION
 RF0305
 RF0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0305'3.2 MI N FROM BAKER LAKE.
 RF0305'ABOUT 3.15 MILES NORTH ALONG A DIM TRAIL FOLLOWING A TELEPHONE
 RF0305'LINE FROM BRIDGE OVER BAKER BRANCH AT BAKER LAKE, ALONG THE
 RF0305'EAST SIDE OF A CLEARING, ABOUT 30 YARDS WEST OF WEST BANK OF
 RF0305'BAKER BRANCH, 43 1/2 FEET EAST OF A TRIANGULAR BLAZED 12-INCH
 RF0305'BALSAM TREE WITH TELEPHONE WIRE TACKED TO IT, 7 1/2 FEET EAST OF
 RF0305'EAST FACE OF A 6-FOOT SQUARE 4-FOOT HIGH CRACKED BOULDER, IN
 RF0305'THE TOP OF THE NORTHWEST CORNER AND HIGH POINT OF THE 3-FOOT
 RF0305'EXPOSED SURFACE OF AN EMBEDDED BOULDER PROJECTING ABOUT 1 FOOT
 RF0305'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1350 ***********************************************************************
 PE1350  DESIGNATION -  A 117
 PE1350  PID         -  PE1350
 PE1350  STATE/COUNTY-  ME/KENNEBEC
 PE1350  USGS QUAD   -  AUGUSTA (1991)
 PE1350
 PE1350                         *CURRENT SURVEY CONTROL
 PE1350  ___________________________________________________________________
 PE1350* NAD 83(1986)-  44 21 07.     (N)    069 47 02.     (W)     SCALED    
 PE1350* NAVD 88     -        86.876  (meters)     285.03   (feet)  ADJUSTED  
 PE1350  ___________________________________________________________________
 PE1350  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 PE1350  DYNAMIC HT  -          86.868 (meters)     285.00  (feet)  COMP
 PE1350  MODELED GRAV-     980,526.4   (mgal)                       NAVD 88
 PE1350
 PE1350  VERT ORDER  -  SECOND    CLASS I
 PE1350
 PE1350.The horizontal coordinates were scaled from a topographic map and have
 PE1350.an estimated accuracy of +/- 6 seconds.
 PE1350
 PE1350.The orthometric height was determined by differential leveling
 PE1350.and adjusted by the National Geodetic Survey in June 1991..
 PE1350
 PE1350.The geoid height was determined by GEOID03.
 PE1350
 PE1350.The dynamic height is computed by dividing the NAVD 88
 PE1350.geopotential number by the normal gravity value computed on the
 PE1350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1350.degrees latitude (g = 980.6199 gals.).
 PE1350
 PE1350.The modeled gravity was interpolated from observed gravity values.
 PE1350
 PE1350;                    North         East    Units  Estimated Accuracy
 PE1350;SPC ME W     -   168,790.      930,520.      MT  (+/- 180 meters Scaled)
 PE1350
 PE1350                          SUPERSEDED SURVEY CONTROL
 PE1350
 PE1350  NGVD 29 (??/??/92)   87.088  (m)          285.72   (f) ADJ UNCH    2 1
 PE1350
 PE1350.Superseded values are not recommended for survey control.
 PE1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1350.See file dsdata.txt to determine how the superseded data were derived.
 PE1350
 PE1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK375112(NAD 83)
 PE1350_MARKER: DD = SURVEY DISK
 PE1350_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE1350_SP_SET: PIER
 PE1350_STAMPING: A 117 7 31 74
 PE1350_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE1350_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PE1350+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 PE1350
 PE1350  HISTORY     - Date     Condition        Report By
 PE1350  HISTORY     - 1974     MONUMENTED       MEDT
 PE1350  HISTORY     - 1986     GOOD             USPSQD
 PE1350  HISTORY     - 20060315 GOOD             USPSQD
 PE1350
 PE1350                          STATION DESCRIPTION
 PE1350
 PE1350'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 PE1350'8 MI SW FROM SIDNEY.
 PE1350'IN NORTH AUGUSTA, ABOUT 8 MILES SOUTHWESTERLY ALONG I-95 SOUTHBOUND
 PE1350'FROM LYONS ROAD OVERPASS AT THE OLD BELGRADE ROAD OVERPASS
 PE1350'CROSSING I-95.  A DISK SET VERTICALLY IN THE CENTER OF THE 3 FOOT
 PE1350'X 3 FOOT EAST FACE OF THE NORTHWEST CONCRETE PIER.  28 FEET
 PE1350'WESTERLY OF THE CENTERLINE, AND 3 FEET ABOVE THE SURFACE OF I-95
 PE1350'SOUTHBOUND.
 PE1350
 PE1350                          STATION RECOVERY (1986)
 PE1350
 PE1350'RECOVERY NOTE BY US POWER SQUADRON 1986 (CW)
 PE1350'RECOVERED IN GOOD CONDITION.
 PE1350
 PE1350                          STATION RECOVERY (2006)
 PE1350
 PE1350'RECOVERY NOTE BY US POWER SQUADRON 2006 (AMW)
 PE1350'THE REFERENCE TO LYONS RD., IT IS THE I-95 EXIT 120 OVERPASS. THE
 PE1350'DESCRIPTION ABOUT THE OLD BELGRADE OVERPASS IS STILL CORRECT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1355 ***********************************************************************
 PE1355  DESIGNATION -  A 118
 PE1355  PID         -  PE1355
 PE1355  STATE/COUNTY-  ME/KENNEBEC
 PE1355  USGS QUAD   -  AUGUSTA (1991)
 PE1355
 PE1355                         *CURRENT SURVEY CONTROL
 PE1355  ___________________________________________________________________
 PE1355* NAD 83(1986)-  44 20 17.     (N)    069 48 28.     (W)     SCALED    
 PE1355* NAVD 88     -        45.995  (meters)     150.90   (feet)  ADJUSTED  
 PE1355  ___________________________________________________________________
 PE1355  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 PE1355  DYNAMIC HT  -          45.990 (meters)     150.89  (feet)  COMP
 PE1355  MODELED GRAV-     980,526.0   (mgal)                       NAVD 88
 PE1355
 PE1355  VERT ORDER  -  SECOND    CLASS I
 PE1355
 PE1355.The horizontal coordinates were scaled from a topographic map and have
 PE1355.an estimated accuracy of +/- 6 seconds.
 PE1355
 PE1355.The orthometric height was determined by differential leveling
 PE1355.and adjusted by the National Geodetic Survey in June 1991..
 PE1355
 PE1355.The geoid height was determined by GEOID03.
 PE1355
 PE1355.The dynamic height is computed by dividing the NAVD 88
 PE1355.geopotential number by the normal gravity value computed on the
 PE1355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1355.degrees latitude (g = 980.6199 gals.).
 PE1355
 PE1355.The modeled gravity was interpolated from observed gravity values.
 PE1355
 PE1355;                    North         East    Units  Estimated Accuracy
 PE1355;SPC ME W     -   167,240.      928,620.      MT  (+/- 180 meters Scaled)
 PE1355
 PE1355                          SUPERSEDED SURVEY CONTROL
 PE1355
 PE1355  NGVD 29 (??/??/92)   46.209  (m)          151.60   (f) ADJ UNCH    2 1
 PE1355
 PE1355.Superseded values are not recommended for survey control.
 PE1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1355.See file dsdata.txt to determine how the superseded data were derived.
 PE1355
 PE1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK356097(NAD 83)
 PE1355_MARKER: DD = SURVEY DISK
 PE1355_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE1355_SP_SET: CURB
 PE1355_STAMPING: A 118 7 31 74
 PE1355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE1355
 PE1355  HISTORY     - Date     Condition        Report By
 PE1355  HISTORY     - 1974     MONUMENTED       MEDT
 PE1355  HISTORY     - 1986     GOOD             USPSQD
 PE1355  HISTORY     - 20040730 MARK NOT FOUND   USPSQD
 PE1355
 PE1355                          STATION DESCRIPTION
 PE1355
 PE1355'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 PE1355'0.8 MI SW FROM NORTH AUGUSTA.
 PE1355'ABOUT 0.8 MILES SOUTHWESTERLY ALONG I-95 SOUTHBOUND FROM THE
 PE1355'I-95 OVERPASS CROSSING OF STATE HIGHWAY ROUTES 8, 11, 27, IN
 PE1355'NORTH AUGUSTA (AND ABOUT 9.45 MILES SOUTHWESTERLY OF LYONS ROAD
 PE1355'OVERPASS IN SIDNEY), AT THE I-95 BRIDGE OVER BOND BROOK.  A DISK
 PE1355'SET FLUSH IN THE CONCRETE CURB, 4.4 FEET SOUTHWEST OF THE
 PE1355'NORTHEAST END OF THE UPSTREAM CURB, 17 FEET NORTH OF THE
 PE1355'CENTERLINE, AND 0.5 FOOT ABOVE THE SURFACE OF I-95 SOUTHBOUND.
 PE1355
 PE1355                          STATION RECOVERY (1986)
 PE1355
 PE1355'RECOVERY NOTE BY US POWER SQUADRON 1986 (GW)
 PE1355'RECOVERED IN GOOD CONDITION.
 PE1355
 PE1355                          STATION RECOVERY (2004)
 PE1355
 PE1355'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMW)
 PE1355'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0717 ***********************************************************************
 QG0717  DESIGNATION -  A 118
 QG0717  PID         -  QG0717
 QG0717  STATE/COUNTY-  ME/PISCATAQUIS
 QG0717  USGS QUAD   -  BROWNVILLE JUNCTION (1988)
 QG0717
 QG0717                         *CURRENT SURVEY CONTROL
 QG0717  ___________________________________________________________________
 QG0717* NAD 83(1986)-  45 18 51.     (N)    069 02 31.     (W)     SCALED    
 QG0717* NAVD 88     -       110.677  (meters)     363.11   (feet)  POSTED    
 QG0717  ___________________________________________________________________
 QG0717  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 QG0717  DYNAMIC HT  -         110.670 (meters)     363.09  (feet)  COMP
 QG0717  MODELED GRAV-     980,597.5   (mgal)                       NAVD 88
 QG0717
 QG0717  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QG0717
 QG0717.The horizontal coordinates were scaled from a topographic map and have
 QG0717.an estimated accuracy of +/- 6 seconds.
 QG0717
 QG0717.The orthometric height was determined by differential leveling
 QG0717.and adjusted by the National Geodetic Survey in 1992..
 QG0717.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QG0717.rate of 0.0 thru 1.0 mm/km.
 QG0717
 QG0717.The geoid height was determined by GEOID03.
 QG0717
 QG0717.The dynamic height is computed by dividing the NAVD 88
 QG0717.geopotential number by the normal gravity value computed on the
 QG0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0717.degrees latitude (g = 980.6199 gals.).
 QG0717
 QG0717.The modeled gravity was interpolated from observed gravity values.
 QG0717
 QG0717;                    North         East    Units  Estimated Accuracy
 QG0717;SPC ME E     -   183,200.      257,510.      MT  (+/- 180 meters Scaled)
 QG0717
 QG0717                          SUPERSEDED SURVEY CONTROL
 QG0717
 QG0717  NGVD 29 (??/??/92)  110.852  (m)          363.69   (f) ADJ UNCH    1 2
 QG0717
 QG0717.Superseded values are not recommended for survey control.
 QG0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0717.See file dsdata.txt to determine how the superseded data were derived.
 QG0717
 QG0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL967178(NAD 83)
 QG0717_MARKER: DB = BENCH MARK DISK
 QG0717_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QG0717_SP_SET: CULVERT
 QG0717_STAMPING: A 118 1953
 QG0717_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG0717
 QG0717  HISTORY     - Date     Condition        Report By
 QG0717  HISTORY     - 1953     MONUMENTED       CGS
 QG0717
 QG0717                          STATION DESCRIPTION
 QG0717
 QG0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0717'0.9 MI NW FROM BROWNVILLE.
 QG0717'0.9 MILE NORTHWEST ALONG A SPUR TRACK OF THE BANGOR AND
 QG0717'AROOSTOOK RAILROAD LEADING TO BROWNVILLE JUNCTION FROM THE
 QG0717'STATION AT BROWNVILLE, ABOUT 0.25 MILE NORTHWEST OF MILE POST
 QG0717'K 1, ABOUT 0.25 MILE NORTHWEST OF CROSSING OF A GRAVEL ROAD,
 QG0717'ABOUT 0.2 MILE NORTHWEST OF SWITCH AT NORTHWEST CORNER OF TRACK
 QG0717'TRIANGLE, IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 QG0717'CONCRETE HEAD WALL OF A 4-FOOT CONCRETE AND STONE CULVERT, 9
 QG0717'FEET SOUTHWEST OF SOUTHWEST RAIL AND ABOUT 1 1/2 FEET BELOW TOP
 QG0717'OF RAIL.  NOTE-- MARK IS ABOUT 2.65 MILES SOUTHEAST ALONG SPUR
 QG0717'TRACK OF B. AND A. RR FROM ITS JUNCTION WITH THE CANADIAN PACIFIC
 QG0717'RAILWAY AT BROWNVILLE JUNCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1356 ***********************************************************************
 PE1356  DESIGNATION -  A 119
 PE1356  PID         -  PE1356
 PE1356  STATE/COUNTY-  ME/KENNEBEC
 PE1356  USGS QUAD   -  AUGUSTA (1991)
 PE1356
 PE1356                         *CURRENT SURVEY CONTROL
 PE1356  ___________________________________________________________________
 PE1356* NAD 83(1986)-  44 19 31.     (N)    069 48 53.     (W)     SCALED    
 PE1356* NAVD 88     -        61.894  (meters)     203.06   (feet)  ADJUSTED  
 PE1356  ___________________________________________________________________
 PE1356  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 PE1356  DYNAMIC HT  -          61.888 (meters)     203.04  (feet)  COMP
 PE1356  MODELED GRAV-     980,525.4   (mgal)                       NAVD 88
 PE1356
 PE1356  VERT ORDER  -  SECOND    CLASS I
 PE1356
 PE1356.The horizontal coordinates were scaled from a topographic map and have
 PE1356.an estimated accuracy of +/- 6 seconds.
 PE1356
 PE1356.The orthometric height was determined by differential leveling
 PE1356.and adjusted by the National Geodetic Survey in June 1991..
 PE1356
 PE1356.The geoid height was determined by GEOID03.
 PE1356
 PE1356.The dynamic height is computed by dividing the NAVD 88
 PE1356.geopotential number by the normal gravity value computed on the
 PE1356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1356.degrees latitude (g = 980.6199 gals.).
 PE1356
 PE1356.The modeled gravity was interpolated from observed gravity values.
 PE1356
 PE1356;                    North         East    Units  Estimated Accuracy
 PE1356;SPC ME W     -   165,820.      928,070.      MT  (+/- 180 meters Scaled)
 PE1356
 PE1356                          SUPERSEDED SURVEY CONTROL
 PE1356
 PE1356  NGVD 29 (??/??/92)   62.109  (m)          203.77   (f) ADJ UNCH    2 1
 PE1356
 PE1356.Superseded values are not recommended for survey control.
 PE1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1356.See file dsdata.txt to determine how the superseded data were derived.
 PE1356
 PE1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK350083(NAD 83)
 PE1356_MARKER: DD = SURVEY DISK
 PE1356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1356_STAMPING: A 119 7 31 74
 PE1356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1356+STABILITY: SURFACE MOTION
 PE1356
 PE1356  HISTORY     - Date     Condition        Report By
 PE1356  HISTORY     - 1974     MONUMENTED       MEDT
 PE1356  HISTORY     - 1986     GOOD             USPSQD
 PE1356
 PE1356                          STATION DESCRIPTION
 PE1356
 PE1356'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 PE1356'1.8 MI SW FROM NORTH AUGUSTA.
 PE1356'ABOUT 1.8 MILES SOUTHWESTERLY ALONG I-95 SOUTHBOUND FROM THE I-95
 PE1356'OVERPASS CROSSING OF STATE ROUTES 8, 11, 27, TO THE I-95 SIGN
 PE1356'WHICH READS RTS. 202, 11, 17, 100 AUGUSTA-WINTHROP EXIT 1 MILE.
 PE1356'THENCE 25 FEET SOUTHERLY FROM A WESTERLY LINE PROJECTED FROM
 PE1356'THE FACE OF THIS SIGN TO A CYLINDRICAL CONCRETE POST 118 FEET
 PE1356'NORTHWEST OF AND ABOUT 5 FEET BELOW THE CENTERLINE OF I-95
 PE1356'SOUTHBOUND AND PROJECTING 2 INCHES.  A DISK SET FLUSH IN THE TOP
 PE1356'OF THE CONCRETE POST.
 PE1356
 PE1356                          STATION RECOVERY (1986)
 PE1356
 PE1356'RECOVERY NOTE BY US POWER SQUADRON 1986 (CW)
 PE1356'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0107 ***********************************************************************
 RF0107  DESIGNATION -  A 12
 RF0107  PID         -  RF0107
 RF0107  STATE/COUNTY-  ME/AROOSTOOK
 RF0107  USGS QUAD   -  OAKFIELD (1986)
 RF0107
 RF0107                         *CURRENT SURVEY CONTROL
 RF0107  ___________________________________________________________________
 RF0107* NAD 83(1986)-  46 05 46.     (N)    068 09 40.     (W)     SCALED    
 RF0107* NAVD 88     -       170.566  (meters)     559.60   (feet)  ADJUSTED  
 RF0107  ___________________________________________________________________
 RF0107  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 RF0107  DYNAMIC HT  -         170.572 (meters)     559.62  (feet)  COMP
 RF0107  MODELED GRAV-     980,652.2   (mgal)                       NAVD 88
 RF0107
 RF0107  VERT ORDER  -  FIRST     CLASS II
 RF0107
 RF0107.The horizontal coordinates were scaled from a topographic map and have
 RF0107.an estimated accuracy of +/- 6 seconds.
 RF0107
 RF0107.The orthometric height was determined by differential leveling
 RF0107.and adjusted by the National Geodetic Survey in June 1991..
 RF0107
 RF0107.The geoid height was determined by GEOID03.
 RF0107
 RF0107.The dynamic height is computed by dividing the NAVD 88
 RF0107.geopotential number by the normal gravity value computed on the
 RF0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0107.degrees latitude (g = 980.6199 gals.).
 RF0107
 RF0107.The modeled gravity was interpolated from observed gravity values.
 RF0107
 RF0107;                    North         East    Units  Estimated Accuracy
 RF0107;SPC ME E     -   270,010.      326,200.      MT  (+/- 180 meters Scaled)
 RF0107
 RF0107                          SUPERSEDED SURVEY CONTROL
 RF0107
 RF0107  NGVD 29 (??/??/92)  170.732  (m)          560.14   (f) ADJ UNCH    1 2
 RF0107
 RF0107.Superseded values are not recommended for survey control.
 RF0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0107.See file dsdata.txt to determine how the superseded data were derived.
 RF0107
 RF0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM648050(NAD 83)
 RF0107_MARKER: DB = BENCH MARK DISK
 RF0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RF0107_STAMPING: 560.169 A 12 1927
 RF0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0107+STABILITY: SURFACE MOTION
 RF0107
 RF0107  HISTORY     - Date     Condition        Report By
 RF0107  HISTORY     - 1927     MONUMENTED       CGS
 RF0107  HISTORY     - 1959     GOOD             NGS
 RF0107  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 RF0107
 RF0107                          STATION DESCRIPTION
 RF0107
 RF0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RF0107'0.3 MI SW FROM OAKFIELD.
 RF0107'ABOUT 0.3 MILE SOUTHWEST ALONG THE BANGOR AND AROOSTOOK RAILROAD
 RF0107'FROM OAKFIELD RAILROAD STATION, 47.4 FEET NORTH OF THE NORTH
 RF0107'RAIL, 64 FEET WEST OF THE CENTERLINE OF AN ASPHALT ROAD, 46 1/2
 RF0107'FEET WEST OF POWERLINE POLE, SET IN TOP OF A CONCRETE POST
 RF0107'FLUSH WITH THE GROUND, 2 FEET BELOW THE LEVEL OF TRACK.
 RF0107
 RF0107                          STATION RECOVERY (1984)
 RF0107
 RF0107'RECOVERY NOTE BY US POWER SQUADRON 1984 (LAP)
 RF0107'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0523 ***********************************************************************
 PE0523  DESIGNATION -  A 120
 PE0523  PID         -  PE0523
 PE0523  STATE/COUNTY-  ME/PENOBSCOT
 PE0523  USGS QUAD   -  BANGOR (1991)
 PE0523
 PE0523                         *CURRENT SURVEY CONTROL
 PE0523  ___________________________________________________________________
 PE0523* NAD 83(1986)-  44 48 15.     (N)    068 48 38.     (W)     SCALED    
 PE0523* NAVD 88     -        48.283  (meters)     158.41   (feet)  ADJUSTED  
 PE0523  ___________________________________________________________________
 PE0523  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 PE0523  DYNAMIC HT  -          48.281 (meters)     158.40  (feet)  COMP
 PE0523  MODELED GRAV-     980,581.0   (mgal)                       NAVD 88
 PE0523
 PE0523  VERT ORDER  -  FIRST     CLASS II
 PE0523
 PE0523.The horizontal coordinates were scaled from a topographic map and have
 PE0523.an estimated accuracy of +/- 6 seconds.
 PE0523
 PE0523.The orthometric height was determined by differential leveling
 PE0523.and adjusted by the National Geodetic Survey in June 1991..
 PE0523
 PE0523.The geoid height was determined by GEOID03.
 PE0523
 PE0523.The dynamic height is computed by dividing the NAVD 88
 PE0523.geopotential number by the normal gravity value computed on the
 PE0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0523.degrees latitude (g = 980.6199 gals.).
 PE0523
 PE0523.The modeled gravity was interpolated from observed gravity values.
 PE0523
 PE0523;                    North         East    Units  Estimated Accuracy
 PE0523;SPC ME E     -   126,430.      275,430.      MT  (+/- 180 meters Scaled)
 PE0523
 PE0523                          SUPERSEDED SURVEY CONTROL
 PE0523
 PE0523  NGVD 29 (??/??/92)   48.487  (m)          159.08   (f) ADJ UNCH    1 2
 PE0523
 PE0523.Superseded values are not recommended for survey control.
 PE0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0523.See file dsdata.txt to determine how the superseded data were derived.
 PE0523
 PE0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK149612(NAD 83)
 PE0523_MARKER: DB = BENCH MARK DISK
 PE0523_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE0523_SP_SET: BUILDING
 PE0523_STAMPING: A 120 1963
 PE0523_MARK LOGO: CGS   
 PE0523_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE0523_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0523_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PE0523+SATELLITE: SATELLITE OBSERVATIONS - September 08, 1999
 PE0523
 PE0523  HISTORY     - Date     Condition        Report By
 PE0523  HISTORY     - 1963     MONUMENTED       CGS
 PE0523  HISTORY     - 1975     GOOD             NGS
 PE0523  HISTORY     - 1978     GOOD             NGS
 PE0523  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 PE0523  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 PE0523  HISTORY     - 19950303 GOOD             NGS
 PE0523  HISTORY     - 19990908 GOOD             NGS
 PE0523
 PE0523                          STATION DESCRIPTION
 PE0523
 PE0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PE0523'AT BANGOR.
 PE0523'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2, 1A,
 PE0523'STATE HIGHWAY 222, AND 100 IN THE WESTERN PART OF BANGOR, GO
 PE0523'WEST ON U.S. HIGHWAY 2 AND STATE HIGHWAY 100 (HAMMOND ST.) FOR
 PE0523'1.25 MILES TO THE OVERPASS OF INTERSTATE HIGHWAY 95, CONTINUE
 PE0523'STRAIGHT FOR 0.25 MILES TO THE MAIN GATE INTO DOW AIR FORCE BASE,
 PE0523'CONTINUE STRAIGHT ON MAIN BLACKTOP ROAD FOR 0.50 MILES TO BUILDING
 PE0523'610 RIGHT AND CROSS ROAD, TURN LEFT, CROSS RAILROAD TRACKS, AND
 PE0523'CONTINUE STRAIGHT FOR 0.10 MILES TO THE BASE OPERATIONS BUILDING.
 PE0523'THE MARK IS SET VERTICALLY IN THE MOST SE PORTION OF THE BASE
 PE0523'OPERATIONS BUILDING AT THE NE CORNER FACING S ABOUT 2 1/2 ABOVE
 PE0523'THE GROUND.
 PE0523
 PE0523                          STATION RECOVERY (1975)
 PE0523
 PE0523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 PE0523'RECOVERED IN GOOD CONDITION.
 PE0523
 PE0523                          STATION RECOVERY (1978)
 PE0523
 PE0523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PE0523'RECOVERED IN GOOD CONDITION.
 PE0523
 PE0523                          STATION RECOVERY (1984)
 PE0523
 PE0523'RECOVERY NOTE BY US POWER SQUADRON 1984
 PE0523'MARK NOT FOUND.
 PE0523
 PE0523                          STATION RECOVERY (1990)
 PE0523
 PE0523'RECOVERY NOTE BY US POWER SQUADRON 1990 (ELG)
 PE0523'MARK NOT FOUND.
 PE0523
 PE0523                          STATION RECOVERY (1995)
 PE0523
 PE0523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PE0523'0.7 KM (0.45 MI) NORTHWESTERLY ALONG STATE HIGHWAY 222 (UNION STREET)
 PE0523'FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 IN BANGOR, THENCE 0.3 KM
 PE0523'(0.20 MI) SOUTHWESTERLY ALONG WESTLAND AVENUE, THENCE 0.8 KM (0.50 MI)
 PE0523'SOUTHERLY ALONG MAINE AVENUE, THENCE 0.2 KM (0.10 MI) WESTERLY ALONG
 PE0523'TEXAS AVENUE, SET VERTICALLY IN THE SOUTH FACE OF THE OF THE WEST WING
 PE0523'OF THE GENERAL AVIATION ADMINISTRATION, 0.7 M (2.3 FT) ABOVE THE LEVEL
 PE0523'OF THE GROUND, AND 0.3 M (1.0 FT) EAST OF THE SOUTHWEST CORNER OF THE
 PE0523'BUILDING.  NOTE--THE MARK IS ON PROPERTY OWNED BY THE BANGOR
 PE0523'INTERNATIONAL AIRPORT.  CONTACT--AIRWAY FACILITY SECTOR-810, BANGOR
 PE0523'INTERNATIONAL AIRPORT, BANGOR, ME 04401, TELEPHONE NUMBER (207)
 PE0523'942-9030.
 PE0523
 PE0523                          STATION RECOVERY (1999)
 PE0523
 PE0523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (DW)
 PE0523'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1357 ***********************************************************************
 PE1357  DESIGNATION -  A 120
 PE1357  PID         -  PE1357
 PE1357  STATE/COUNTY-  ME/KENNEBEC
 PE1357  USGS QUAD   -  AUGUSTA (1991)
 PE1357
 PE1357                         *CURRENT SURVEY CONTROL
 PE1357  ___________________________________________________________________
 PE1357* NAD 83(1986)-  44 18 49.     (N)    069 48 36.     (W)     SCALED    
 PE1357* NAVD 88     -        72.242  (meters)     237.01   (feet)  ADJUSTED  
 PE1357  ___________________________________________________________________
 PE1357  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 PE1357  DYNAMIC HT  -          72.235 (meters)     236.99  (feet)  COMP
 PE1357  MODELED GRAV-     980,523.9   (mgal)                       NAVD 88
 PE1357
 PE1357  VERT ORDER  -  SECOND    CLASS I
 PE1357
 PE1357.The horizontal coordinates were scaled from a topographic map and have
 PE1357.an estimated accuracy of +/- 6 seconds.
 PE1357
 PE1357.The orthometric height was determined by differential leveling
 PE1357.and adjusted by the National Geodetic Survey in June 1991..
 PE1357
 PE1357.The geoid height was determined by GEOID03.
 PE1357
 PE1357.The dynamic height is computed by dividing the NAVD 88
 PE1357.geopotential number by the normal gravity value computed on the
 PE1357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1357.degrees latitude (g = 980.6199 gals.).
 PE1357
 PE1357.The modeled gravity was interpolated from observed gravity values.
 PE1357
 PE1357;                    North         East    Units  Estimated Accuracy
 PE1357;SPC ME W     -   164,520.      928,460.      MT  (+/- 180 meters Scaled)
 PE1357
 PE1357                          SUPERSEDED SURVEY CONTROL
 PE1357
 PE1357  NGVD 29 (??/??/92)   72.458  (m)          237.72   (f) ADJ UNCH    2 1
 PE1357
 PE1357.Superseded values are not recommended for survey control.
 PE1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1357.See file dsdata.txt to determine how the superseded data were derived.
 PE1357
 PE1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK354070(NAD 83)
 PE1357_MARKER: DD = SURVEY DISK
 PE1357_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE1357_SP_SET: PIER
 PE1357_STAMPING: A 120 7 31 74
 PE1357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE1357_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PE1357+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 PE1357
 PE1357  HISTORY     - Date     Condition        Report By
 PE1357  HISTORY     - 1974     MONUMENTED       MEDT
 PE1357  HISTORY     - 1986     GOOD             USPSQD
 PE1357  HISTORY     - 20040730 GOOD             USPSQD
 PE1357  HISTORY     - 20060315 GOOD             USPSQD
 PE1357
 PE1357                          STATION DESCRIPTION
 PE1357
 PE1357'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 PE1357'2.8 MI SW FROM NORTH AUGUSTA.
 PE1357'ABOUT 2.75 MILES SOUTHERLY ALONG I-95 SOUTHBOUND FROM THE I-95
 PE1357'OVERPASS CROSSING OF STATE ROUTES 8, 11, 27, AND ALSO 0.4 MILE
 PE1357'NORTH OF THE TOLL GATE FOR THE MAINE TURNPIKE AT AUGUSTA AT THE
 PE1357'SOUTHBOUND EXIT RAMP OVERPASS.  A DISK SET VERTICALLY IN THE
 PE1357'CENTER OF THE 3 FOOT X 3 FOOT EAST FACE OF THE NORTHWEST PIER, 31
 PE1357'FEET WEST OF THE CENTERLINE AND 5 FEET ABOVE THE SURFACE OF I-95
 PE1357'SOUTHBOUND.
 PE1357
 PE1357                          STATION RECOVERY (1986)
 PE1357
 PE1357'RECOVERY NOTE BY US POWER SQUADRON 1986 (GW)
 PE1357'RECOVERED IN GOOD CONDITION.
 PE1357
 PE1357                          STATION RECOVERY (2004)
 PE1357
 PE1357'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMW)
 PE1357'RECOVERED IN GOOD CONDITION.
 PE1357
 PE1357                          STATION RECOVERY (2006)
 PE1357
 PE1357'RECOVERY NOTE BY US POWER SQUADRON 2006 (AMW)
 PE1357'THE OVERPASS AT RTS. 8,11,AND 27 IS NOW I-95 EXIT 112. THE TOLL GATE
 PE1357'AT AUGUSTA NO LONGER EXISTS AND NOW IS I-95 EXIT 109. THE REST OF THE
 PE1357'DESCRIPTION IS CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0567 ***********************************************************************
 OC0567  DESIGNATION -  A 121
 OC0567  PID         -  OC0567
 OC0567  STATE/COUNTY-  ME/OXFORD
 OC0567  USGS QUAD   -  KEZAR FALLS (1989)
 OC0567
 OC0567                         *CURRENT SURVEY CONTROL
 OC0567  ___________________________________________________________________
 OC0567* NAD 83(1986)-  43 47 36.     (N)    070 58 52.     (W)     SCALED    
 OC0567* NAVD 88     -       118.714  (meters)     389.48   (feet)  ADJUSTED  
 OC0567  ___________________________________________________________________
 OC0567  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 OC0567  DYNAMIC HT  -         118.693 (meters)     389.41  (feet)  COMP
 OC0567  MODELED GRAV-     980,447.3   (mgal)                       NAVD 88
 OC0567
 OC0567  VERT ORDER  -  FIRST     CLASS II
 OC0567
 OC0567.The horizontal coordinates were scaled from a topographic map and have
 OC0567.an estimated accuracy of +/- 6 seconds.
 OC0567
 OC0567.The orthometric height was determined by differential leveling
 OC0567.and adjusted by the National Geodetic Survey in June 1991..
 OC0567
 OC0567.The geoid height was determined by GEOID03.
 OC0567
 OC0567.The dynamic height is computed by dividing the NAVD 88
 OC0567.geopotential number by the normal gravity value computed on the
 OC0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0567.degrees latitude (g = 980.6199 gals.).
 OC0567
 OC0567.The modeled gravity was interpolated from observed gravity values.
 OC0567
 OC0567;                    North         East    Units  Estimated Accuracy
 OC0567;SPC ME W     -   106,970.      834,450.      MT  (+/- 180 meters Scaled)
 OC0567
 OC0567                          SUPERSEDED SURVEY CONTROL
 OC0567
 OC0567  NGVD 29 (??/??/92)  118.878  (m)          390.02   (f) ADJ UNCH    1 2
 OC0567
 OC0567.Superseded values are not recommended for survey control.
 OC0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0567.See file dsdata.txt to determine how the superseded data were derived.
 OC0567
 OC0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ406508(NAD 83)
 OC0567_MARKER: DB = BENCH MARK DISK
 OC0567_SETTING: 80 = SET IN A BOULDER
 OC0567_SP_SET: BOULDER
 OC0567_STAMPING: A 121 1955
 OC0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC0567+STABILITY: SURFACE MOTION
 OC0567_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OC0567+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2005
 OC0567
 OC0567  HISTORY     - Date     Condition        Report By
 OC0567  HISTORY     - 1955     MONUMENTED       CGS
 OC0567  HISTORY     - 1975     GOOD             NGS
 OC0567  HISTORY     - 20050611 GOOD             GEOCAC
 OC0567
 OC0567                          STATION DESCRIPTION
 OC0567
 OC0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 OC0567'2.8 MI W FROM PORTER.
 OC0567'2.8 MILES WEST ALONG STATE HIGHWAY 25 FROM BRIDGE OVER MILL
 OC0567'BROOK AT PORTER, ABOUT 85 YARDS SOUTH-SOUTHEAST OF THE JUNCTION
 OC0567'OF A DRIVE NORTHEAST TO A FARM HOUSE, 73 FEET SOUTHWEST OF
 OC0567'CENTER LINE OF HIGHWAY, 50 FEET SOUTHWEST OF TELEPHONE POLE
 OC0567'NO. 372 C, ON NORTH BANK OF OSSIPEE RIVER, IN THE TOP OF EXPOSED
 OC0567'3 1/2-FOOT HIGH 7 BY 6-FOOT RIDGE SHAPED EMBEDDED BOULDER, 1
 OC0567'FOOT EAST AND ABOUT 6 INCHES LOWER THAN THE TOP OF RIDGE OF
 OC0567'BOULDER AND ABOUT 1 FOOT ABOVE LEVEL OF HIGHWAY.
 OC0567
 OC0567                          STATION RECOVERY (1975)
 OC0567
 OC0567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 OC0567'RECOVERED IN GOOD CONDITION.
 OC0567
 OC0567                          STATION RECOVERY (2005)
 OC0567
 OC0567'RECOVERY NOTE BY GEOCACHING 2005 (JKS)
 OC0567'MARK RECOVERED IN GOOD CONDITION AT THE DESCRIBED LOCATION. STAMPED A
 OC0567'121 1955. THIS MARK NOW IS ON PRIVATE PROPERTY NEXT TO A SMALL SUMMER
 OC0567'CAMP. MARK RECOVERED WITH OWNERS PERMISSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1377 ***********************************************************************
 PE1377  DESIGNATION -  A 121
 PE1377  PID         -  PE1377
 PE1377  STATE/COUNTY-  ME/KENNEBEC
 PE1377  USGS QUAD   -  AUGUSTA (1991)
 PE1377
 PE1377                         *CURRENT SURVEY CONTROL
 PE1377  ___________________________________________________________________
 PE1377* NAD 83(1986)-  44 17 50.     (N)    069 48 25.     (W)     SCALED    
 PE1377* NAVD 88     -        72.537  (meters)     237.98   (feet)  ADJUSTED  
 PE1377  ___________________________________________________________________
 PE1377  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 PE1377  DYNAMIC HT  -          72.530 (meters)     237.96  (feet)  COMP
 PE1377  MODELED GRAV-     980,523.4   (mgal)                       NAVD 88
 PE1377
 PE1377  VERT ORDER  -  SECOND    CLASS I
 PE1377
 PE1377.The horizontal coordinates were scaled from a topographic map and have
 PE1377.an estimated accuracy of +/- 6 seconds.
 PE1377
 PE1377.The orthometric height was determined by differential leveling
 PE1377.and adjusted by the National Geodetic Survey in June 1991..
 PE1377
 PE1377.The geoid height was determined by GEOID03.
 PE1377
 PE1377.The dynamic height is computed by dividing the NAVD 88
 PE1377.geopotential number by the normal gravity value computed on the
 PE1377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1377.degrees latitude (g = 980.6199 gals.).
 PE1377
 PE1377.The modeled gravity was interpolated from observed gravity values.
 PE1377
 PE1377;                    North         East    Units  Estimated Accuracy
 PE1377;SPC ME W     -   162,700.      928,710.      MT  (+/- 180 meters Scaled)
 PE1377
 PE1377                          SUPERSEDED SURVEY CONTROL
 PE1377
 PE1377  NGVD 29 (??/??/92)   72.753  (m)          238.69   (f) ADJ UNCH    2 1
 PE1377
 PE1377.Superseded values are not recommended for survey control.
 PE1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1377.See file dsdata.txt to determine how the superseded data were derived.
 PE1377
 PE1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK356052(NAD 83)
 PE1377_MARKER: DD = SURVEY DISK
 PE1377_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE1377_SP_SET: PIER
 PE1377_STAMPING: 12/74
 PE1377_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE1377_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PE1377+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 PE1377
 PE1377  HISTORY     - Date     Condition        Report By
 PE1377  HISTORY     - 1974     MONUMENTED       MEDT
 PE1377  HISTORY     - 1986     GOOD             USPSQD
 PE1377  HISTORY     - 20060315 GOOD             USPSQD
 PE1377
 PE1377                          STATION DESCRIPTION
 PE1377
 PE1377'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 PE1377'0.4 MI S FROM AUGUSTA.
 PE1377'IN HALLOWELL, ABOUT 0.45 MILES SOUTHERLY ALONG THE MAINE TURNPIKE
 PE1377'SOUTHBOUND FROM THE AUGUSTA TOLL GATE AT THE WINTHROP ROAD
 PE1377'OVERPASS CROSSING THE MAINE TURNPIKE.  A DISK SET VERTICALLY
 PE1377'IN THE 19 FOOT X 3 FOOT EAST FACE OF THE WESTERN-MOST PIER, 2
 PE1377'FEET SOUTH OF THE NORTHERN FACE OF THE PIER, 27 FEET WEST OF
 PE1377'THE CENTERLINE AND 3 FEET ABOVE THE SURFACE OF THE MAINE TURNPIKE
 PE1377'SOUTHBOUND.
 PE1377
 PE1377                          STATION RECOVERY (1986)
 PE1377
 PE1377'RECOVERY NOTE BY US POWER SQUADRON 1986 (CCC)
 PE1377'RECOVERED IN GOOD CONDITION.
 PE1377
 PE1377                          STATION RECOVERY (2006)
 PE1377
 PE1377'RECOVERY NOTE BY US POWER SQUADRON 2006 (AMW)
 PE1377'THE AUGUSTA TOLL GATE NO LONGER EXISTS AND IS NOW I-95 EXIT 109. THE
 PE1377'REST OF THE DESCRIPTION IS CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0129 ***********************************************************************
 OC0129  DESIGNATION -  A 122
 OC0129  PID         -  OC0129
 OC0129  STATE/COUNTY-  ME/CUMBERLAND
 OC0129  USGS QUAD   -  GORHAM (1975)
 OC0129
 OC0129                         *CURRENT SURVEY CONTROL
 OC0129  ___________________________________________________________________
 OC0129* NAD 83(1986)-  43 44 57.     (N)    070 27 11.     (W)     SCALED    
 OC0129* NAVD 88     -        51.634  (meters)     169.40   (feet)  ADJUSTED  
 OC0129  ___________________________________________________________________
 OC0129  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 OC0129  DYNAMIC HT  -          51.627 (meters)     169.38  (feet)  COMP
 OC0129  MODELED GRAV-     980,487.2   (mgal)                       NAVD 88
 OC0129
 OC0129  VERT ORDER  -  FIRST     CLASS II
 OC0129
 OC0129.The horizontal coordinates were scaled from a topographic map and have
 OC0129.an estimated accuracy of +/- 6 seconds.
 OC0129
 OC0129.The orthometric height was determined by differential leveling
 OC0129.and adjusted by the National Geodetic Survey in June 1991..
 OC0129
 OC0129.The geoid height was determined by GEOID03.
 OC0129
 OC0129.The dynamic height is computed by dividing the NAVD 88
 OC0129.geopotential number by the normal gravity value computed on the
 OC0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0129.degrees latitude (g = 980.6199 gals.).
 OC0129
 OC0129.The modeled gravity was interpolated from observed gravity values.
 OC0129
 OC0129;                    North         East    Units  Estimated Accuracy
 OC0129;SPC ME W     -   101,780.      876,930.      MT  (+/- 180 meters Scaled)
 OC0129
 OC0129                          SUPERSEDED SURVEY CONTROL
 OC0129
 OC0129  NGVD 29 (??/??/92)   51.834  (m)          170.06   (f) ADJ UNCH    1 2
 OC0129
 OC0129.Superseded values are not recommended for survey control.
 OC0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0129.See file dsdata.txt to determine how the superseded data were derived.
 OC0129
 OC0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ830450(NAD 83)
 OC0129_MARKER: DB = BENCH MARK DISK
 OC0129_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC0129_SP_SET: ABUTMENT
 OC0129_STAMPING: A 122 1955
 OC0129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC0129
 OC0129  HISTORY     - Date     Condition        Report By
 OC0129  HISTORY     - 1955     MONUMENTED       CGS
 OC0129  HISTORY     - 1976     GOOD             NGS
 OC0129
 OC0129                          STATION DESCRIPTION
 OC0129
 OC0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 OC0129'2.2 MI NW FROM SOUTH WINDHAM.
 OC0129'ABOUT 2.2 MILES NORTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM
 OC0129'THE STATION AT SOUTH WINDHAM, ABOUT 0.3 MILE WEST OF RAILROAD
 OC0129'BRIDGE OVER PRESUMPSCOT RIVER, 32 YARDS SOUTHEAST OF MILE POST
 OC0129'P 13, IN THE TOP OF NORTHEAST END OF SOUTHEAST STONE ABUTMENT OF
 OC0129'A 3-FOOT STONE BRIDGE AND CATTLE PASS UNDER TRACK, 10 1/2 FEET
 OC0129'NORTHEAST OF NORTHEAST RAIL, 0.7 FOOT SOUTH OF NORTH CORNER OF
 OC0129'TOP STONE OF ABUTMENT AND ABOUT 2 1/2 FEET BELOW LEVEL OF TRACK.
 OC0129
 OC0129                          STATION RECOVERY (1976)
 OC0129
 OC0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0129'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1378 ***********************************************************************
 PE1378  DESIGNATION -  A 122
 PE1378  PID         -  PE1378
 PE1378  STATE/COUNTY-  ME/KENNEBEC
 PE1378  USGS QUAD   -  AUGUSTA (1991)
 PE1378
 PE1378                         *CURRENT SURVEY CONTROL
 PE1378  ___________________________________________________________________
 PE1378* NAD 83(1986)-  44 17 07.     (N)    069 48 25.     (W)     SCALED    
 PE1378* NAVD 88     -        88.963  (meters)     291.87   (feet)  ADJUSTED  
 PE1378  ___________________________________________________________________
 PE1378  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 PE1378  DYNAMIC HT  -          88.955 (meters)     291.85  (feet)  COMP
 PE1378  MODELED GRAV-     980,523.6   (mgal)                       NAVD 88
 PE1378
 PE1378  VERT ORDER  -  SECOND    CLASS I
 PE1378
 PE1378.The horizontal coordinates were scaled from a topographic map and have
 PE1378.an estimated accuracy of +/- 6 seconds.
 PE1378
 PE1378.The orthometric height was determined by differential leveling
 PE1378.and adjusted by the National Geodetic Survey in June 1991..
 PE1378
 PE1378.The geoid height was determined by GEOID03.
 PE1378
 PE1378.The dynamic height is computed by dividing the NAVD 88
 PE1378.geopotential number by the normal gravity value computed on the
 PE1378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1378.degrees latitude (g = 980.6199 gals.).
 PE1378
 PE1378.The modeled gravity was interpolated from observed gravity values.
 PE1378
 PE1378;                    North         East    Units  Estimated Accuracy
 PE1378;SPC ME W     -   161,370.      928,710.      MT  (+/- 180 meters Scaled)
 PE1378
 PE1378                          SUPERSEDED SURVEY CONTROL
 PE1378
 PE1378  NGVD 29 (??/??/92)   89.178  (m)          292.58   (f) ADJ UNCH    2 1
 PE1378
 PE1378.Superseded values are not recommended for survey control.
 PE1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1378.See file dsdata.txt to determine how the superseded data were derived.
 PE1378
 PE1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK356038(NAD 83)
 PE1378_MARKER: DD = SURVEY DISK
 PE1378_SETTING: 66 = SET IN ROCK OUTCROP
 PE1378_SP_SET: ROCK CUT
 PE1378_STAMPING: A 122 7 23 74
 PE1378_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1378+STABILITY: POSITION/ELEVATION WELL
 PE1378
 PE1378  HISTORY     - Date     Condition        Report By
 PE1378  HISTORY     - 1974     MONUMENTED       MEDT
 PE1378  HISTORY     - 1986     GOOD             USPSQD
 PE1378
 PE1378                          STATION DESCRIPTION
 PE1378
 PE1378'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 PE1378'1.3 MI S FROM AUGUSTA.
 PE1378'IN HALLOWELL, ABOUT 1.3 MILES SOUTHERLY ALONG THE MAINE TURNPIKE
 PE1378'SOUTHBOUND FROM THE AUGUSTA TOLL GATE, 0.6 MILE NORTH OF THE
 PE1378'LITCHFIELD ROAD OVERPASS, 88 FEET EAST OF AND ABOUT 16 FEET ABOVE
 PE1378'THE NORTHBOUND CENTERLINE OF THE MAINE TURNPIKE.  A DISK SET
 PE1378'FLUSH IN THE TOP AND ABOUT MIDWAY ALONG A 400 FOOT LEDGE CUT, 48
 PE1378'FEET EAST OF THE 11 FOOT VERTICAL LEDGE FACE AND 37 FEET WEST
 PE1378'OF THE R/W FENCE AND 6 FEET NORTH OF A METAL WITNESS POST.
 PE1378
 PE1378                          STATION RECOVERY (1986)
 PE1378
 PE1378'RECOVERY NOTE BY US POWER SQUADRON 1986 (RS)
 PE1378'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1381 ***********************************************************************
 PE1381  DESIGNATION -  A 123
 PE1381  PID         -  PE1381
 PE1381  STATE/COUNTY-  ME/KENNEBEC
 PE1381  USGS QUAD   -  AUGUSTA (1991)
 PE1381
 PE1381                         *CURRENT SURVEY CONTROL
 PE1381  ___________________________________________________________________
 PE1381* NAD 83(1986)-  44 16 19.     (N)    069 48 22.     (W)     SCALED    
 PE1381* NAVD 88     -        72.692  (meters)     238.49   (feet)  ADJUSTED  
 PE1381  ___________________________________________________________________
 PE1381  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 PE1381  DYNAMIC HT  -          72.685 (meters)     238.47  (feet)  COMP
 PE1381  MODELED GRAV-     980,523.7   (mgal)                       NAVD 88
 PE1381
 PE1381  VERT ORDER  -  SECOND    CLASS I
 PE1381
 PE1381.The horizontal coordinates were scaled from a topographic map and have
 PE1381.an estimated accuracy of +/- 6 seconds.
 PE1381
 PE1381.The orthometric height was determined by differential leveling
 PE1381.and adjusted by the National Geodetic Survey in June 1991..
 PE1381
 PE1381.The geoid height was determined by GEOID03.
 PE1381
 PE1381.The dynamic height is computed by dividing the NAVD 88
 PE1381.geopotential number by the normal gravity value computed on the
 PE1381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1381.degrees latitude (g = 980.6199 gals.).
 PE1381
 PE1381.The modeled gravity was interpolated from observed gravity values.
 PE1381
 PE1381;                    North         East    Units  Estimated Accuracy
 PE1381;SPC ME W     -   159,890.      928,790.      MT  (+/- 180 meters Scaled)
 PE1381
 PE1381                          SUPERSEDED SURVEY CONTROL
 PE1381
 PE1381  NGVD 29 (??/??/92)   72.906  (m)          239.19   (f) ADJ UNCH    2 1
 PE1381
 PE1381.Superseded values are not recommended for survey control.
 PE1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1381.See file dsdata.txt to determine how the superseded data were derived.
 PE1381
 PE1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK356023(NAD 83)
 PE1381_MARKER: DD = SURVEY DISK
 PE1381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1381_STAMPING: A 123 7 31 74
 PE1381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1381+STABILITY: SURFACE MOTION
 PE1381
 PE1381  HISTORY     - Date     Condition        Report By
 PE1381  HISTORY     - 1974     MONUMENTED       MEDT
 PE1381  HISTORY     - 1975     GOOD             MEDT
 PE1381  HISTORY     - 1986     GOOD             USPSQD
 PE1381
 PE1381                          STATION DESCRIPTION
 PE1381
 PE1381'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 PE1381'2.2 MI S FROM AUGUSTA.
 PE1381'ABOUT 2.20 MILES SOUTH ALONG THE MAINE TURNPIKE SOUTHBOUND
 PE1381'FROM THE AUGUSTA TOLL GATE AT HALLOWELL-FARMINGDALE TOWN LINE,
 PE1381'96 FEET WEST OF THE CENTERLINE OF THE MAINE TURNPIKE SOUTHBOUND
 PE1381'AND 3 FEET ABOVE THE SURFACE, 29 FEET EAST OF THE R/W FENCE
 PE1381'LINE AND 1.4 FEET EAST OF A METAL WITNESS POST ON LINE WITH A
 PE1381'STONE WALL, A DISK IN THE TOP OF A CYLINDRICAL CONCRETE POST
 PE1381'PROJECTING 2 INCHES.
 PE1381
 PE1381                          STATION RECOVERY (1986)
 PE1381
 PE1381'RECOVERY NOTE BY US POWER SQUADRON 1986 (AH)
 PE1381'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0564 ***********************************************************************
 OC0564  DESIGNATION -  A 123
 OC0564  PID         -  OC0564
 OC0564  STATE/COUNTY-  ME/OXFORD
 OC0564  USGS QUAD   -  KEZAR FALLS (1989)
 OC0564
 OC0564                         *CURRENT SURVEY CONTROL
 OC0564  ___________________________________________________________________
 OC0564* NAD 83(1986)-  43 47 30.     (N)    070 56 57.     (W)     SCALED    
 OC0564* NAVD 88     -       115.444  (meters)     378.75   (feet)  ADJUSTED  
 OC0564  ___________________________________________________________________
 OC0564  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 OC0564  DYNAMIC HT  -         115.423 (meters)     378.68  (feet)  COMP
 OC0564  MODELED GRAV-     980,441.9   (mgal)                       NAVD 88
 OC0564
 OC0564  VERT ORDER  -  FIRST     CLASS II
 OC0564
 OC0564.The horizontal coordinates were scaled from a topographic map and have
 OC0564.an estimated accuracy of +/- 6 seconds.
 OC0564
 OC0564.The orthometric height was determined by differential leveling
 OC0564.and adjusted by the National Geodetic Survey in June 1991..
 OC0564
 OC0564.The geoid height was determined by GEOID03.
 OC0564
 OC0564.The dynamic height is computed by dividing the NAVD 88
 OC0564.geopotential number by the normal gravity value computed on the
 OC0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0564.degrees latitude (g = 980.6199 gals.).
 OC0564
 OC0564.The modeled gravity was interpolated from observed gravity values.
 OC0564
 OC0564;                    North         East    Units  Estimated Accuracy
 OC0564;SPC ME W     -   106,760.      837,020.      MT  (+/- 180 meters Scaled)
 OC0564
 OC0564                          SUPERSEDED SURVEY CONTROL
 OC0564
 OC0564  NGVD 29 (??/??/92)  115.609  (m)          379.29   (f) ADJ UNCH    1 2
 OC0564
 OC0564.Superseded values are not recommended for survey control.
 OC0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0564.See file dsdata.txt to determine how the superseded data were derived.
 OC0564
 OC0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ431505(NAD 83)
 OC0564_MARKER: DB = BENCH MARK DISK
 OC0564_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OC0564_SP_SET: CULVERT
 OC0564_STAMPING: A 123 1955
 OC0564_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC0564_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OC0564+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2005
 OC0564
 OC0564  HISTORY     - Date     Condition        Report By
 OC0564  HISTORY     - 1955     MONUMENTED       CGS
 OC0564  HISTORY     - 1975     GOOD             NGS
 OC0564  HISTORY     - 20050624 GOOD             GEOCAC
 OC0564
 OC0564                          STATION DESCRIPTION
 OC0564
 OC0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 OC0564'0.9 MI W FROM PORTER.
 OC0564'0.9 MILE WEST ALONG STATE HIGHWAY 25 FROM BRIDGE OVER MILL BROOK
 OC0564'AT PORTER, IN THE TOP OF THE SOUTHWEST END OF SOUTHEAST HEAD WALL
 OC0564'OF A 5-FOOT CONCRETE CULVERT, 27 FEET SOUTHEAST OF CENTER LINE
 OC0564'OF HIGHWAY AND ABOUT 5 FEET BELOW LEVEL OF HIGHWAY.
 OC0564
 OC0564                          STATION RECOVERY (1975)
 OC0564
 OC0564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 OC0564'RECOVERED IN GOOD CONDITION.
 OC0564
 OC0564                          STATION RECOVERY (2005)
 OC0564
 OC0564'RECOVERY NOTE BY GEOCACHING 2005 (JKS)
 OC0564'RECOVERED AS DESCRIBED IN GOOD CONDITION UNDER SEVERAL INCHES OF MOSS
 OC0564'AND GRASS. STAMPED, A 123 1955. SUBMITTED BY J.K. SNYDER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1382 ***********************************************************************
 PE1382  DESIGNATION -  A 124
 PE1382  PID         -  PE1382
 PE1382  STATE/COUNTY-  ME/KENNEBEC
 PE1382  USGS QUAD   -  AUGUSTA (1991)
 PE1382
 PE1382                         *CURRENT SURVEY CONTROL
 PE1382  ___________________________________________________________________
 PE1382* NAD 83(1986)-  44 15 49.     (N)    069 48 23.     (W)     SCALED    
 PE1382* NAVD 88     -        72.967  (meters)     239.39   (feet)  ADJUSTED  
 PE1382  ___________________________________________________________________
 PE1382  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 PE1382  DYNAMIC HT  -          72.960 (meters)     239.37  (feet)  COMP
 PE1382  MODELED GRAV-     980,523.8   (mgal)                       NAVD 88
 PE1382
 PE1382  VERT ORDER  -  SECOND    CLASS I
 PE1382
 PE1382.The horizontal coordinates were scaled from a topographic map and have
 PE1382.an estimated accuracy of +/- 6 seconds.
 PE1382
 PE1382.The orthometric height was determined by differential leveling
 PE1382.and adjusted by the National Geodetic Survey in June 1991..
 PE1382
 PE1382.The geoid height was determined by GEOID03.
 PE1382
 PE1382.The dynamic height is computed by dividing the NAVD 88
 PE1382.geopotential number by the normal gravity value computed on the
 PE1382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1382.degrees latitude (g = 980.6199 gals.).
 PE1382
 PE1382.The modeled gravity was interpolated from observed gravity values.
 PE1382
 PE1382;                    North         East    Units  Estimated Accuracy
 PE1382;SPC ME W     -   158,970.      928,770.      MT  (+/- 180 meters Scaled)
 PE1382
 PE1382                          SUPERSEDED SURVEY CONTROL
 PE1382
 PE1382  NGVD 29 (??/??/92)   73.180  (m)          240.09   (f) ADJ UNCH    2 1
 PE1382
 PE1382.Superseded values are not recommended for survey control.
 PE1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1382.See file dsdata.txt to determine how the superseded data were derived.
 PE1382
 PE1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK356014(NAD 83)
 PE1382_MARKER: DD = SURVEY DISK
 PE1382_SETTING: 66 = SET IN ROCK OUTCROP
 PE1382_SP_SET: ROCK LEDGE
 PE1382_STAMPING: A 124 7 31 74
 PE1382_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1382+STABILITY: POSITION/ELEVATION WELL
 PE1382
 PE1382  HISTORY     - Date     Condition        Report By
 PE1382  HISTORY     - 1974     MONUMENTED       MEDT
 PE1382  HISTORY     - 1975     GOOD             MEDT
 PE1382  HISTORY     - 1986     GOOD             USPSQD
 PE1382
 PE1382                          STATION DESCRIPTION
 PE1382
 PE1382'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 PE1382'2.8 MI S FROM AUGUSTA.
 PE1382'IN FARMINGDALE, ABOUT 2.8 MILES SOUTH ALONG THE MAINE TURNPIKE
 PE1382'SOUTHBOUND FROM THE AUGUSTA TOLL GATE (AND ALSO 0.15 MILE SOUTH
 PE1382'OF THE MAPLE STREET OVERPASS), 58 FEET WEST AND 5 FEET ABOVE
 PE1382'THE CENTERLINE OF THE MAINE TURNPIKE SOUTHBOUND.  A DISK SET FLUSH
 PE1382'IN THE TOP OF THE EXPOSED LEDGE 8 FEET WEST OF THE 3 FOOT
 PE1382'VERTICAL LEDGE FACE AND 66 FEET EAST OF THE RIGHT OF WAY FENCE,
 PE1382'1.4 FEET NORTH OF A METAL WITNESS POST.
 PE1382
 PE1382                          STATION RECOVERY (1986)
 PE1382
 PE1382'RECOVERY NOTE BY US POWER SQUADRON 1986 (AH)
 PE1382'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1384 ***********************************************************************
 PE1384  DESIGNATION -  A 125
 PE1384  PID         -  PE1384
 PE1384  STATE/COUNTY-  ME/KENNEBEC
 PE1384  USGS QUAD   -  GARDINER (1991)
 PE1384
 PE1384                         *CURRENT SURVEY CONTROL
 PE1384  ___________________________________________________________________
 PE1384* NAD 83(1986)-  44 14 42.     (N)    069 48 29.     (W)     SCALED    
 PE1384* NAVD 88     -        68.457  (meters)     224.60   (feet)  ADJUSTED  
 PE1384  ___________________________________________________________________
 PE1384  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 PE1384  DYNAMIC HT  -          68.451 (meters)     224.58  (feet)  COMP
 PE1384  MODELED GRAV-     980,523.9   (mgal)                       NAVD 88
 PE1384
 PE1384  VERT ORDER  -  SECOND    CLASS I
 PE1384
 PE1384.The horizontal coordinates were scaled from a topographic map and have
 PE1384.an estimated accuracy of +/- 6 seconds.
 PE1384
 PE1384.The orthometric height was determined by differential leveling
 PE1384.and adjusted by the National Geodetic Survey in June 1991..
 PE1384
 PE1384.The geoid height was determined by GEOID03.
 PE1384
 PE1384.The dynamic height is computed by dividing the NAVD 88
 PE1384.geopotential number by the normal gravity value computed on the
 PE1384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1384.degrees latitude (g = 980.6199 gals.).
 PE1384
 PE1384.The modeled gravity was interpolated from observed gravity values.
 PE1384
 PE1384;                    North         East    Units  Estimated Accuracy
 PE1384;SPC ME W     -   156,900.      928,640.      MT  (+/- 180 meters Scaled)
 PE1384
 PE1384                          SUPERSEDED SURVEY CONTROL
 PE1384
 PE1384  NGVD 29 (??/??/92)   68.670  (m)          225.29   (f) ADJ UNCH    2 1
 PE1384
 PE1384.Superseded values are not recommended for survey control.
 PE1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1384.See file dsdata.txt to determine how the superseded data were derived.
 PE1384
 PE1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ354994(NAD 83)
 PE1384_MARKER: DD = SURVEY DISK
 PE1384_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE1384_SP_SET: BRIDGE
 PE1384_STAMPING: A 125 7 31 74
 PE1384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE1384
 PE1384  HISTORY     - Date     Condition        Report By
 PE1384  HISTORY     - 1974     MONUMENTED       MEDT
 PE1384  HISTORY     - 1975     GOOD             MEDT
 PE1384  HISTORY     - 1986     GOOD             USPSQD
 PE1384  HISTORY     - 20060315 MARK NOT FOUND   USPSQD
 PE1384
 PE1384                          STATION DESCRIPTION
 PE1384
 PE1384'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 PE1384'3.9 MI S FROM AUGUSTA.
 PE1384'ABOUT 3.9 MILES SOUTH ALONG THE MAINE TURNPIKE SOUTHBOUND FROM
 PE1384'THE AUGUSTA TOLL GATE AT THE BRIDGE OVER NORTHERN AVENUE IN
 PE1384'FARMINGDALE.  A DISK SET FLUSH IN THE TOP OF THE NORTHWEST
 PE1384'WINGWALL OF THE BRIDGE, 8.2 FEET NORTHWEST OF THE NORTH END
 PE1384'OF THE STEEL GUARD RAIL ON THE BRIDGE AND 27 FEET WEST OF THE
 PE1384'CENTERLINE AND 3 FEET BELOW THE SURFACE OF THE MAINE TURNPIKE
 PE1384'SOUTHBOUND.
 PE1384
 PE1384                          STATION RECOVERY (1986)
 PE1384
 PE1384'RECOVERY NOTE BY US POWER SQUADRON 1986 (GJ)
 PE1384'RECOVERED IN GOOD CONDITION.
 PE1384
 PE1384                          STATION RECOVERY (2006)
 PE1384
 PE1384'RECOVERY NOTE BY US POWER SQUADRON 2006 (AMW)
 PE1384'THE DESCRIPTION SHOULD READ. 5 MILES FROM AUSUSTA I 95 EXIT 109
 PE1384'SOUTHBOUND ALONG THE MAINE TPK. AT THE BRIDGE OVER NORTHERN AVE. THE
 PE1384'REST OF THE DESCRIPTION IS CORRECT. THE BRIDGE APPEARS TO HAVE BEEN
 PE1384'REBUILT AND THE MARK IS PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0006 ***********************************************************************
 RE0006  DESIGNATION -  A 125
 RE0006  PID         -  RE0006
 RE0006  STATE/COUNTY-  ME/AROOSTOOK
 RE0006  USGS QUAD   -  HOULTON SOUTH (1984)
 RE0006
 RE0006                         *CURRENT SURVEY CONTROL
 RE0006  ___________________________________________________________________
 RE0006* NAD 83(1986)-  46 07 26.     (N)    067 47 09.     (W)     SCALED    
 RE0006* NAVD 88     -       155.468  (meters)     510.06   (feet)  ADJUSTED  
 RE0006  ___________________________________________________________________
 RE0006  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 RE0006  DYNAMIC HT  -         155.476 (meters)     510.09  (feet)  COMP
 RE0006  MODELED GRAV-     980,664.9   (mgal)                       NAVD 88
 RE0006
 RE0006  VERT ORDER  -  SECOND    CLASS 0
 RE0006
 RE0006.This mark is at Houlton Airport (HUL)
 RE0006
 RE0006.The horizontal coordinates were scaled from a topographic map and have
 RE0006.an estimated accuracy of +/- 6 seconds.
 RE0006
 RE0006.The orthometric height was determined by differential leveling
 RE0006.and adjusted by the National Geodetic Survey in June 1991..
 RE0006
 RE0006.The geoid height was determined by GEOID03.
 RE0006
 RE0006.The dynamic height is computed by dividing the NAVD 88
 RE0006.geopotential number by the normal gravity value computed on the
 RE0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0006.degrees latitude (g = 980.6199 gals.).
 RE0006
 RE0006.The modeled gravity was interpolated from observed gravity values.
 RE0006
 RE0006;                    North         East    Units  Estimated Accuracy
 RE0006;SPC ME E     -   273,290.      355,190.      MT  (+/- 180 meters Scaled)
 RE0006
 RE0006                          SUPERSEDED SURVEY CONTROL
 RE0006
 RE0006  NGVD 29 (??/??/92)  155.656  (m)          510.68   (f) ADJ UNCH    2 0
 RE0006
 RE0006.Superseded values are not recommended for survey control.
 RE0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0006.See file dsdata.txt to determine how the superseded data were derived.
 RE0006
 RE0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM938085(NAD 83)
 RE0006_MARKER: DB = BENCH MARK DISK
 RE0006_SETTING: 66 = SET IN ROCK OUTCROP
 RE0006_SP_SET: ROCK LEDGE
 RE0006_STAMPING: A 125 1958
 RE0006_MAGNETIC: N = NO MAGNETIC MATERIAL
 RE0006_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RE0006+STABILITY: POSITION/ELEVATION WELL
 RE0006
 RE0006  HISTORY     - Date     Condition        Report By
 RE0006  HISTORY     - 1958     MONUMENTED       CGS
 RE0006  HISTORY     - 1959     GOOD             NGS
 RE0006  HISTORY     - 1972     GOOD             MEDT
 RE0006  HISTORY     - 19951014 GOOD             CHANCE
 RE0006
 RE0006                          STATION DESCRIPTION
 RE0006
 RE0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 RE0006'3.6 MI E FROM HOULTON.
 RE0006'ABOUT 3.55 MILES EAST OF HOULTON, AT THE HOULTON INTERNATIONAL
 RE0006'AIRPORT, AT THE EAST SIDE OF THE AIRPORT, 427 FEET SOUTH OF THE
 RE0006'SOUTHEASTERLY CORNER OF THE C.A.A. COMMUNICATIONS AND TERMINAL
 RE0006'BUILDING, 188 FEET WEST OF THE NORTHWESTERLY CORNER OF THE FIRE
 RE0006'STATION, 105 FEET SOUTHWEST OF THE CENTER LINE OF A CURVING
 RE0006'ROAD LEADING FROM THE C.A.A. BUILDING TO THE FIRE STATION, 44
 RE0006'FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, SET IN
 RE0006'THE TOP OF A ROCK LEDGE, 2 FEET EAST OF THE EDGE OF A 10-FOOT
 RE0006'SHEER WALL TO THE WEST, ABOUT 1 FOOT HIGHER THAN THE ROAD.
 RE0006
 RE0006                          STATION RECOVERY (1959)
 RE0006
 RE0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 RE0006'RECOVERED IN GOOD CONDITION.
 RE0006
 RE0006                          STATION RECOVERY (1972)
 RE0006
 RE0006'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1972
 RE0006'RECOVERED IN GOOD CONDITION.
 RE0006
 RE0006                          STATION RECOVERY (1995)
 RE0006
 RE0006'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KB)
 RE0006'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1386 ***********************************************************************
 PE1386  DESIGNATION -  A 126
 PE1386  PID         -  PE1386
 PE1386  STATE/COUNTY-  ME/KENNEBEC
 PE1386  USGS QUAD   -  GARDINER (1991)
 PE1386
 PE1386                         *CURRENT SURVEY CONTROL
 PE1386  ___________________________________________________________________
 PE1386* NAD 83(1986)-  44 13 50.     (N)    069 48 43.     (W)     SCALED    
 PE1386* NAVD 88     -        68.294  (meters)     224.06   (feet)  ADJUSTED  
 PE1386  ___________________________________________________________________
 PE1386  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 PE1386  DYNAMIC HT  -          68.288 (meters)     224.04  (feet)  COMP
 PE1386  MODELED GRAV-     980,523.6   (mgal)                       NAVD 88
 PE1386
 PE1386  VERT ORDER  -  SECOND    CLASS I
 PE1386
 PE1386.The horizontal coordinates were scaled from a topographic map and have
 PE1386.an estimated accuracy of +/- 6 seconds.
 PE1386
 PE1386.The orthometric height was determined by differential leveling
 PE1386.and adjusted by the National Geodetic Survey in June 1991..
 PE1386
 PE1386.The geoid height was determined by GEOID03.
 PE1386
 PE1386.The dynamic height is computed by dividing the NAVD 88
 PE1386.geopotential number by the normal gravity value computed on the
 PE1386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1386.degrees latitude (g = 980.6199 gals.).
 PE1386
 PE1386.The modeled gravity was interpolated from observed gravity values.
 PE1386
 PE1386;                    North         East    Units  Estimated Accuracy
 PE1386;SPC ME W     -   155,290.      928,340.      MT  (+/- 180 meters Scaled)
 PE1386
 PE1386                          SUPERSEDED SURVEY CONTROL
 PE1386
 PE1386  NGVD 29 (??/??/92)   68.507  (m)          224.76   (f) ADJ UNCH    2 1
 PE1386
 PE1386.Superseded values are not recommended for survey control.
 PE1386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1386.See file dsdata.txt to determine how the superseded data were derived.
 PE1386
 PE1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ351978(NAD 83)
 PE1386_MARKER: DD = SURVEY DISK
 PE1386_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE1386_SP_SET: PIER
 PE1386_STAMPING: A 126 8 01 74
 PE1386_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE1386_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PE1386+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 PE1386
 PE1386  HISTORY     - Date     Condition        Report By
 PE1386  HISTORY     - 1974     MONUMENTED       MEDT
 PE1386  HISTORY     - 1975     GOOD             MEDT
 PE1386  HISTORY     - 1986     GOOD             USPSQD
 PE1386  HISTORY     - 20060315 GOOD             USPSQD
 PE1386
 PE1386                          STATION DESCRIPTION
 PE1386
 PE1386'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 PE1386'4.9 MI S FROM AUGUSTA.
 PE1386'IN GARDINER, ABOUT 4.9 MILES SOUTH ALONG THE MAINE TURNPIKE
 PE1386'SOUTHBOUND FROM THE AUGUSTA TOLL GATE AT THE HIGH STREET
 PE1386'OVERPASS CROSSING THE MAINE TURNPIKE.  A DISK SET VERTICALLY
 PE1386'IN THE EAST FACE OF THE WESTERNMOST PIER.  SET 2.1 FEET SOUTH
 PE1386'OF THE NORTH END OF THE 18 FOOT X 2.8 FOOT CONCRETE PIER AND
 PE1386'26 FEET WEST OF THE CENTERLINE AND 4 FEET ABOVE THE SURFACE
 PE1386'OF THE MAINE TURNPIKE SOUTHBOUND.
 PE1386
 PE1386                          STATION RECOVERY (1986)
 PE1386
 PE1386'RECOVERY NOTE BY US POWER SQUADRON 1986 (RW)
 PE1386'RECOVERED IN GOOD CONDITION.
 PE1386
 PE1386                          STATION RECOVERY (2006)
 PE1386
 PE1386'RECOVERY NOTE BY US POWER SQUADRON 2006 (AMW)
 PE1386'CHANGE THE DIRECTIONS FROM AUGUSTA AS FOLLOWS. THE TOLL GATE NO LONGER
 PE1386'EXISTS. 6 MILES SOUTH OF THE I-95 EXIT 109 IN AUGUSTA IN GARDINER AT
 PE1386'THE HIGH ST. OVERPASS OVER I-95. THE REST OF THE DESCRIPTION IS
 PE1386'CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1392 ***********************************************************************
 PE1392  DESIGNATION -  A 127
 PE1392  PID         -  PE1392
 PE1392  STATE/COUNTY-  ME/KENNEBEC
 PE1392  USGS QUAD   -  GARDINER (1991)
 PE1392
 PE1392                         *CURRENT SURVEY CONTROL
 PE1392  ___________________________________________________________________
 PE1392* NAD 83(1986)-  44 12 09.     (N)    069 49 23.     (W)     SCALED    
 PE1392* NAVD 88     -        58.604  (meters)     192.27   (feet)  ADJUSTED  
 PE1392  ___________________________________________________________________
 PE1392  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 PE1392  DYNAMIC HT  -          58.598 (meters)     192.25  (feet)  COMP
 PE1392  MODELED GRAV-     980,520.0   (mgal)                       NAVD 88
 PE1392
 PE1392  VERT ORDER  -  SECOND    CLASS I
 PE1392
 PE1392.The horizontal coordinates were scaled from a topographic map and have
 PE1392.an estimated accuracy of +/- 6 seconds.
 PE1392
 PE1392.The orthometric height was determined by differential leveling
 PE1392.and adjusted by the National Geodetic Survey in June 1991..
 PE1392
 PE1392.The geoid height was determined by GEOID03.
 PE1392
 PE1392.The dynamic height is computed by dividing the NAVD 88
 PE1392.geopotential number by the normal gravity value computed on the
 PE1392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1392.degrees latitude (g = 980.6199 gals.).
 PE1392
 PE1392.The modeled gravity was interpolated from observed gravity values.
 PE1392
 PE1392;                    North         East    Units  Estimated Accuracy
 PE1392;SPC ME W     -   152,170.      927,470.      MT  (+/- 180 meters Scaled)
 PE1392
 PE1392                          SUPERSEDED SURVEY CONTROL
 PE1392
 PE1392  NGVD 29 (??/??/92)   58.814  (m)          192.96   (f) ADJ UNCH    2 1
 PE1392
 PE1392.Superseded values are not recommended for survey control.
 PE1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1392.See file dsdata.txt to determine how the superseded data were derived.
 PE1392
 PE1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ342946(NAD 83)
 PE1392_MARKER: DD = SURVEY DISK
 PE1392_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE1392_SP_SET: PIER
 PE1392_STAMPING: A 127 8 01 74
 PE1392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE1392_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PE1392+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 PE1392
 PE1392  HISTORY     - Date     Condition        Report By
 PE1392  HISTORY     - 1974     MONUMENTED       MEDT
 PE1392  HISTORY     - 1975     GOOD             MEDT
 PE1392  HISTORY     - 1986     GOOD             USPSQD
 PE1392  HISTORY     - 19910418 GOOD             USPSQD
 PE1392  HISTORY     - 19940721 GOOD             USPSQD
 PE1392  HISTORY     - 20060315 GOOD             USPSQD
 PE1392
 PE1392                          STATION DESCRIPTION
 PE1392
 PE1392'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 PE1392'7.2 MI S FROM WEST GARDINER.
 PE1392'ABOUT 0.8 MILES SOUTH ALONG I-95 SOUTHBOUND FROM THE WEST GARDINER
 PE1392'TOLL GATE (ALSO 7.2 MILES SOUTH OF THE AUGUSTA TOLL GATE), AT THE
 PE1392'POND ROAD OVERPASS.  A DISK SET VERTICALLY IN THE CENTER OF THE
 PE1392'WEST FACE OF THE 3 FOOT X 3 FOOT CENTER PIER IN THE MEDIAN AREA
 PE1392'BETWEEN THE NORTHBOUND AND SOUTHBOUND LANES OF I-95, 28 FEET
 PE1392'EAST OF AND 3 FEET ABOVE THE CENTERLINE OF I-95 SOUTHBOUND.
 PE1392
 PE1392                          STATION RECOVERY (1986)
 PE1392
 PE1392'RECOVERY NOTE BY US POWER SQUADRON 1986 (GJ)
 PE1392'RECOVERED IN GOOD CONDITION.
 PE1392
 PE1392                          STATION RECOVERY (1991)
 PE1392
 PE1392'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 PE1392'RECOVERED IN GOOD CONDITION.
 PE1392
 PE1392                          STATION RECOVERY (1994)
 PE1392
 PE1392'RECOVERY NOTE BY US POWER SQUADRON 1994
 PE1392'RECOVERED IN GOOD CONDITION.
 PE1392
 PE1392                          STATION RECOVERY (2006)
 PE1392
 PE1392'RECOVERY NOTE BY US POWER SQUADRON 2006 (AMW)
 PE1392'THE REFERENCES TO I-95 SHOULD BE CHANGED TO I-295. THE AUGUSTA TOLL
 PE1392'GATE NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1397 ***********************************************************************
 PE1397  DESIGNATION -  A 128
 PE1397  PID         -  PE1397
 PE1397  STATE/COUNTY-  ME/KENNEBEC
 PE1397  USGS QUAD   -  GARDINER (1991)
 PE1397
 PE1397                         *CURRENT SURVEY CONTROL
 PE1397  ___________________________________________________________________
 PE1397* NAD 83(1986)-  44 11 35.     (N)    069 49 33.     (W)     SCALED    
 PE1397* NAVD 88     -        49.596  (meters)     162.72   (feet)  ADJUSTED  
 PE1397  ___________________________________________________________________
 PE1397  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 PE1397  DYNAMIC HT  -          49.591 (meters)     162.70  (feet)  COMP
 PE1397  MODELED GRAV-     980,517.1   (mgal)                       NAVD 88
 PE1397
 PE1397  VERT ORDER  -  SECOND    CLASS I
 PE1397
 PE1397.The horizontal coordinates were scaled from a topographic map and have
 PE1397.an estimated accuracy of +/- 6 seconds.
 PE1397
 PE1397.The orthometric height was determined by differential leveling
 PE1397.and adjusted by the National Geodetic Survey in June 1991..
 PE1397
 PE1397.The geoid height was determined by GEOID03.
 PE1397
 PE1397.The dynamic height is computed by dividing the NAVD 88
 PE1397.geopotential number by the normal gravity value computed on the
 PE1397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1397.degrees latitude (g = 980.6199 gals.).
 PE1397
 PE1397.The modeled gravity was interpolated from observed gravity values.
 PE1397
 PE1397;                    North         East    Units  Estimated Accuracy
 PE1397;SPC ME W     -   151,120.      927,250.      MT  (+/- 180 meters Scaled)
 PE1397
 PE1397                          SUPERSEDED SURVEY CONTROL
 PE1397
 PE1397  NGVD 29 (??/??/92)   49.806  (m)          163.41   (f) ADJ UNCH    2 1
 PE1397
 PE1397.Superseded values are not recommended for survey control.
 PE1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1397.See file dsdata.txt to determine how the superseded data were derived.
 PE1397
 PE1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ340936(NAD 83)
 PE1397_MARKER: DD = SURVEY DISK
 PE1397_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE1397_SP_SET: BRIDGE
 PE1397_STAMPING: A 128 8 01 74
 PE1397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE1397
 PE1397  HISTORY     - Date     Condition        Report By
 PE1397  HISTORY     - 1974     MONUMENTED       MEDT
 PE1397  HISTORY     - 1975     GOOD             MEDT
 PE1397  HISTORY     - 1986     GOOD             USPSQD
 PE1397  HISTORY     - 19910418 GOOD             USPSQD
 PE1397  HISTORY     - 19940721 GOOD             USPSQD
 PE1397
 PE1397                          STATION DESCRIPTION
 PE1397
 PE1397'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 PE1397'1.4 MI S FROM WEST GARDINER.
 PE1397'ABOUT 1.4 MILES SOUTH ALONG I-95 SOUTHBOUND FROM THE WEST
 PE1397'GARDINER TOLL GATE AT THE SOUTHBOUND I-95 BRIDGE OVER COBBOSSEECONTEE
 PE1397'STREAM, 26 FEET WEST OF THE CENTERLINE OF I-95 SOUTHBOUND AND
 PE1397'ABOUT LEVEL WITH THE SURFACE SET FLUSH IN THE TOP, OF THE 13
 PE1397'FOOT X 1.5 FOOT NORTHWEST WINGWALL.  A DISK 4.6 FEET NORTHWEST OF
 PE1397'THE NORTH END OF THE ALUMINUM GUARD RAIL ON THE UPSTREAM SIDE
 PE1397'OF THE BRIDGE.
 PE1397
 PE1397                          STATION RECOVERY (1986)
 PE1397
 PE1397'RECOVERY NOTE BY US POWER SQUADRON 1986 (RW)
 PE1397'RECOVERED IN GOOD CONDITION.
 PE1397
 PE1397                          STATION RECOVERY (1991)
 PE1397
 PE1397'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 PE1397'RECOVERED IN GOOD CONDITION.
 PE1397
 PE1397                          STATION RECOVERY (1994)
 PE1397
 PE1397'RECOVERY NOTE BY US POWER SQUADRON 1994
 PE1397'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1458 ***********************************************************************
 PE1458  DESIGNATION -  A 128
 PE1458  PID         -  PE1458
 PE1458  STATE/COUNTY-  ME/SOMERSET
 PE1458  USGS QUAD   -  FAIRFIELD (1988)
 PE1458
 PE1458                         *CURRENT SURVEY CONTROL
 PE1458  ___________________________________________________________________
 PE1458* NAD 83(1986)-  44 35 23.     (N)    069 35 39.     (W)     SCALED    
 PE1458* NAVD 88     -        37.550  (meters)     123.20   (feet)  ADJUSTED  
 PE1458  ___________________________________________________________________
 PE1458  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 PE1458  DYNAMIC HT  -          37.548 (meters)     123.19  (feet)  COMP
 PE1458  MODELED GRAV-     980,564.2   (mgal)                       NAVD 88
 PE1458
 PE1458  VERT ORDER  -  FIRST     CLASS I
 PE1458
 PE1458.The horizontal coordinates were scaled from a topographic map and have
 PE1458.an estimated accuracy of +/- 6 seconds.
 PE1458
 PE1458.The orthometric height was determined by differential leveling
 PE1458.and adjusted by the National Geodetic Survey in June 1991..
 PE1458
 PE1458.The geoid height was determined by GEOID03.
 PE1458
 PE1458.The dynamic height is computed by dividing the NAVD 88
 PE1458.geopotential number by the normal gravity value computed on the
 PE1458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1458.degrees latitude (g = 980.6199 gals.).
 PE1458
 PE1458.The modeled gravity was interpolated from observed gravity values.
 PE1458
 PE1458;                    North         East    Units  Estimated Accuracy
 PE1458;SPC ME W     -   195,300.      945,460.      MT  (+/- 180 meters Scaled)
 PE1458
 PE1458                          SUPERSEDED SURVEY CONTROL
 PE1458
 PE1458  NGVD 29 (??/??/92)   37.751  (m)          123.85   (f) ADJ UNCH    1 1
 PE1458
 PE1458.Superseded values are not recommended for survey control.
 PE1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1458.See file dsdata.txt to determine how the superseded data were derived.
 PE1458
 PE1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK528375(NAD 83)
 PE1458_MARKER: DB = BENCH MARK DISK
 PE1458_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE1458_SP_SET: BRIDGE
 PE1458_STAMPING: A 128 1958
 PE1458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE1458
 PE1458  HISTORY     - Date     Condition        Report By
 PE1458  HISTORY     - 1958     MONUMENTED       CGS
 PE1458  HISTORY     - 1966     GOOD             NGS
 PE1458  HISTORY     - 1978     GOOD             DOD
 PE1458
 PE1458                          STATION DESCRIPTION
 PE1458
 PE1458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE1458'AT FAIRFIELD.
 PE1458'AT FAIRFIELD, ALONG THE MAINE CENTRAL RAILROAD, AT THE SOUTHWEST
 PE1458'END OF THE RAILROAD BRIDGE OVER THE KENNEBEC RIVER, 8.0 FEET
 PE1458'NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, ABOUT 1
 PE1458'FOOT BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF THE
 PE1458'NORTHWEST END OF THE SOUTHWEST CONCRETE ABUTMENT OF THE BRIDGE.
 PE1458
 PE1458                          STATION RECOVERY (1978)
 PE1458
 PE1458'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE1458'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1398 ***********************************************************************
 PE1398  DESIGNATION -  A 129
 PE1398  PID         -  PE1398
 PE1398  STATE/COUNTY-  ME/KENNEBEC
 PE1398  USGS QUAD   -  GARDINER (1991)
 PE1398
 PE1398                         *CURRENT SURVEY CONTROL
 PE1398  ___________________________________________________________________
 PE1398* NAD 83(1986)-  44 10 42.     (N)    069 50 01.     (W)     SCALED    
 PE1398* NAVD 88     -        78.668  (meters)     258.10   (feet)  ADJUSTED  
 PE1398  ___________________________________________________________________
 PE1398  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 PE1398  DYNAMIC HT  -          78.660 (meters)     258.07  (feet)  COMP
 PE1398  MODELED GRAV-     980,514.7   (mgal)                       NAVD 88
 PE1398
 PE1398  VERT ORDER  -  SECOND    CLASS I
 PE1398
 PE1398.The horizontal coordinates were scaled from a topographic map and have
 PE1398.an estimated accuracy of +/- 6 seconds.
 PE1398
 PE1398.The orthometric height was determined by differential leveling
 PE1398.and adjusted by the National Geodetic Survey in June 1991..
 PE1398
 PE1398.The geoid height was determined by GEOID03.
 PE1398
 PE1398.The dynamic height is computed by dividing the NAVD 88
 PE1398.geopotential number by the normal gravity value computed on the
 PE1398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1398.degrees latitude (g = 980.6199 gals.).
 PE1398
 PE1398.The modeled gravity was interpolated from observed gravity values.
 PE1398
 PE1398;                    North         East    Units  Estimated Accuracy
 PE1398;SPC ME W     -   149,480.      926,630.      MT  (+/- 180 meters Scaled)
 PE1398
 PE1398                          SUPERSEDED SURVEY CONTROL
 PE1398
 PE1398  NGVD 29 (??/??/92)   78.877  (m)          258.78   (f) ADJ UNCH    2 1
 PE1398
 PE1398.Superseded values are not recommended for survey control.
 PE1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1398.See file dsdata.txt to determine how the superseded data were derived.
 PE1398
 PE1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ333920(NAD 83)
 PE1398_MARKER: DD = SURVEY DISK
 PE1398_SETTING: 66 = SET IN ROCK OUTCROP
 PE1398_SP_SET: ROCK LEDGE
 PE1398_STAMPING: A 129 8 01 74
 PE1398_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1398+STABILITY: POSITION/ELEVATION WELL
 PE1398
 PE1398  HISTORY     - Date     Condition        Report By
 PE1398  HISTORY     - 1974     MONUMENTED       MEDT
 PE1398  HISTORY     - 1986     GOOD             USPSQD
 PE1398  HISTORY     - 19910418 GOOD             USPSQD
 PE1398
 PE1398                          STATION DESCRIPTION
 PE1398
 PE1398'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 PE1398'2.4 MI S FROM WEST GARDINER.
 PE1398'ABOUT 2.45 MILES SOUTH ALONG I-95 SOUTHBOUND FROM THE WEST
 PE1398'GARDINER TOLL GATE AND 80 FEET NORTH OF THE U.S. HIGHWAY 201
 PE1398'OVERPASS CROSSING OF I-95 IN WEST GARDINER.  A DISK SET FLUSH
 PE1398'IN THE TOP OF THE SOUTHERN END OF EXPOSED LEDGE, 62 FEET NORTH OF
 PE1398'THE NORTH END AND ON LINE WITH THE FACE OF THE NORTHWEST WINGWALL
 PE1398'OF THE U.S. RTE, 201 OVERPASS, 85 FEET WEST OF AND ABOUT 7 FEET
 PE1398'ABOVE THE CENTERLINE OF I-95 SOUTHBOUND.  DISK IS 19 FEET WEST
 PE1398'OF THE 6 FOOT VERTICAL LEDGE FACE AND 6.2 FEET EAST OF A METAL
 PE1398'WITNESS MARKER NAILED TO A BIRCH TREE.
 PE1398
 PE1398                          STATION RECOVERY (1986)
 PE1398
 PE1398'RECOVERY NOTE BY US POWER SQUADRON 1986 (RW)
 PE1398'RECOVERED IN GOOD CONDITION.
 PE1398
 PE1398                          STATION RECOVERY (1991)
 PE1398
 PE1398'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 PE1398'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0822 ***********************************************************************
 PE0822  DESIGNATION -  A 129
 PE0822  PID         -  PE0822
 PE0822  STATE/COUNTY-  ME/SOMERSET
 PE0822  USGS QUAD   -  PITTSFIELD (1982)
 PE0822
 PE0822                         *CURRENT SURVEY CONTROL
 PE0822  ___________________________________________________________________
 PE0822* NAD 83(1986)-  44 45 41.     (N)    069 25 54.     (W)     SCALED    
 PE0822* NAVD 88     -        99.715  (meters)     327.15   (feet)  ADJUSTED  
 PE0822  ___________________________________________________________________
 PE0822  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 PE0822  DYNAMIC HT  -          99.710 (meters)     327.13  (feet)  COMP
 PE0822  MODELED GRAV-     980,569.0   (mgal)                       NAVD 88
 PE0822
 PE0822  VERT ORDER  -  SECOND    CLASS 0
 PE0822
 PE0822.The horizontal coordinates were scaled from a topographic map and have
 PE0822.an estimated accuracy of +/- 6 seconds.
 PE0822
 PE0822.The orthometric height was determined by differential leveling
 PE0822.and adjusted by the National Geodetic Survey in June 1991..
 PE0822
 PE0822.The geoid height was determined by GEOID03.
 PE0822
 PE0822.The dynamic height is computed by dividing the NAVD 88
 PE0822.geopotential number by the normal gravity value computed on the
 PE0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0822.degrees latitude (g = 980.6199 gals.).
 PE0822
 PE0822.The modeled gravity was interpolated from observed gravity values.
 PE0822
 PE0822;                    North         East    Units  Estimated Accuracy
 PE0822;SPC ME W     -   214,480.      958,190.      MT  (+/- 180 meters Scaled)
 PE0822
 PE0822                          SUPERSEDED SURVEY CONTROL
 PE0822
 PE0822  NGVD 29 (??/??/92)   99.930  (m)          327.85   (f) ADJ UNCH    2 0
 PE0822
 PE0822.Superseded values are not recommended for survey control.
 PE0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0822.See file dsdata.txt to determine how the superseded data were derived.
 PE0822
 PE0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK658565(NAD 83)
 PE0822_MARKER: DB = BENCH MARK DISK
 PE0822_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 PE0822_SP_SET: UNSPECIFIED ROCK
 PE0822_STAMPING: A 129 1958
 PE0822_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0822
 PE0822  HISTORY     - Date     Condition        Report By
 PE0822  HISTORY     - 1958     MONUMENTED       CGS
 PE0822
 PE0822                          STATION DESCRIPTION
 PE0822
 PE0822'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0822'5 MI NE FROM BURNHAM JUNCTION.
 PE0822'3.3 MILES NORTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE0822'STATION AT BURNHAM JUNCTION, THENCE 1.65 MILES NORTH ALONG A
 PE0822'DIRT ROAD AND A NARROW GRAVEL ROAD, AT A T-ROAD JUNCTION, SET IN
 PE0822'THE TOP OF A 2-FOOT BY 2-FOOT EXPOSED PORTION OF A ROCK, 20.5
 PE0822'FEET SOUTH OF THE CENTER LINE OF BLACKTOP ROAD, 53 FEET WEST
 PE0822'OF THE CENTER LINE OF A NARROW GRAVEL ROAD, 56 FEET SOUTHWEST OF
 PE0822'THE CENTER LINE OF THE JUNCTION, 82 FEET WEST OF TELEPHONE POLE
 PE0822'741-18-49, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.  NOTE-- THE
 PE0822'MARK MAY BE REACHED FROM PITTSFIELD, SOMERSET COUNTY, BY GOING
 PE0822'0.2 MILES WEST ALONG STATE HIGHWAY 152, THENCE 1.55 MILES WEST
 PE0822'ALONG A BLACKTOP ROAD, THENCE 0.95 MILES SOUTH ALONG GRAVEL
 PE0822'ROAD, THENCE 0.9 MILES SOUTHWEST ALONG A BLACKTOP ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0525 ***********************************************************************
 QG0525  DESIGNATION -  A 13
 QG0525  PID         -  QG0525
 QG0525  STATE/COUNTY-  ME/PENOBSCOT
 QG0525  USGS QUAD   -  NORCROSS (1988)
 QG0525
 QG0525                         *CURRENT SURVEY CONTROL
 QG0525  ___________________________________________________________________
 QG0525* NAD 83(1986)-  45 37 52.     (N)    068 47 17.     (W)     SCALED    
 QG0525* NAVD 88     -       151.136  (meters)     495.85   (feet)  ADJUSTED  
 QG0525  ___________________________________________________________________
 QG0525  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 QG0525  DYNAMIC HT  -         151.137 (meters)     495.86  (feet)  COMP
 QG0525  MODELED GRAV-     980,624.3   (mgal)                       NAVD 88
 QG0525
 QG0525  VERT ORDER  -  FIRST     CLASS II
 QG0525
 QG0525.The horizontal coordinates were scaled from a topographic map and have
 QG0525.an estimated accuracy of +/- 6 seconds.
 QG0525
 QG0525.The orthometric height was determined by differential leveling
 QG0525.and adjusted by the National Geodetic Survey in June 1991..
 QG0525
 QG0525.The geoid height was determined by GEOID03.
 QG0525
 QG0525.The dynamic height is computed by dividing the NAVD 88
 QG0525.geopotential number by the normal gravity value computed on the
 QG0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0525.degrees latitude (g = 980.6199 gals.).
 QG0525
 QG0525.The modeled gravity was interpolated from observed gravity values.
 QG0525
 QG0525;                    North         East    Units  Estimated Accuracy
 QG0525;SPC ME E     -   218,320.      277,540.      MT  (+/- 180 meters Scaled)
 QG0525
 QG0525                          SUPERSEDED SURVEY CONTROL
 QG0525
 QG0525  NGVD 29 (??/??/92)  151.303  (m)          496.40   (f) ADJ UNCH    1 2
 QG0525
 QG0525.Superseded values are not recommended for survey control.
 QG0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0525.See file dsdata.txt to determine how the superseded data were derived.
 QG0525
 QG0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL165530(NAD 83)
 QG0525_MARKER: DB = BENCH MARK DISK
 QG0525_SETTING: 80 = SET IN A BOULDER
 QG0525_SP_SET: BOULDER
 QG0525_STAMPING: 496.400 A 13 1927
 QG0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0525+STABILITY: SURFACE MOTION
 QG0525
 QG0525  HISTORY     - Date     Condition        Report By
 QG0525  HISTORY     - 1927     MONUMENTED       CGS
 QG0525
 QG0525                          STATION DESCRIPTION
 QG0525
 QG0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 QG0525'0.5 MI NE FROM NORCROSS.
 QG0525'0.5 MILE NORTHEAST ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 QG0525'THE STATION AT NORCROSS, PENOBSCOT COUNTY, 13-1/2 RAILS NORTH
 QG0525'OF MILEPOST 100, 6 RAILS SOUTH OF CULVERT 100.15, 22.2 FEET EAST
 QG0525'OF THE EAST RAIL, 6 FEET SOUTH OF RAILROAD-SECTION POST 27-28, AND
 QG0525'IN THE TOP OF A GRANITE BOULDER ABOUT 6 FEET IN DIAMETER AND
 QG0525'PROJECTING ABOUT 1-1/2 FEET ABOVE THE GROUND.  A STANDARD DISK,
 QG0525'STAMPED 496.400 A 13 1927.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0726 ***********************************************************************
 PE0726  DESIGNATION -  A 130
 PE0726  PID         -  PE0726
 PE0726  STATE/COUNTY-  ME/PENOBSCOT
 PE0726  USGS QUAD   -  NEWPORT (1982)
 PE0726
 PE0726                         *CURRENT SURVEY CONTROL
 PE0726  ___________________________________________________________________
 PE0726* NAD 83(1986)-  44 49 37.     (N)    069 16 19.     (W)     SCALED    
 PE0726* NAVD 88     -        58.081  (meters)     190.55   (feet)  ADJUSTED  
 PE0726  ___________________________________________________________________
 PE0726  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 PE0726  DYNAMIC HT  -          58.078 (meters)     190.54  (feet)  COMP
 PE0726  MODELED GRAV-     980,575.4   (mgal)                       NAVD 88
 PE0726
 PE0726  VERT ORDER  -  FIRST     CLASS I
 PE0726
 PE0726.The horizontal coordinates were scaled from a topographic map and have
 PE0726.an estimated accuracy of +/- 6 seconds.
 PE0726
 PE0726.The orthometric height was determined by differential leveling
 PE0726.and adjusted by the National Geodetic Survey in June 1991..
 PE0726.WARNING-Repeat measurements at this control monument indicate possible
 PE0726.vertical movement.
 PE0726
 PE0726.The geoid height was determined by GEOID03.
 PE0726
 PE0726.The dynamic height is computed by dividing the NAVD 88
 PE0726.geopotential number by the normal gravity value computed on the
 PE0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0726.degrees latitude (g = 980.6199 gals.).
 PE0726
 PE0726.The modeled gravity was interpolated from observed gravity values.
 PE0726
 PE0726;                    North         East    Units  Estimated Accuracy
 PE0726;SPC ME E     -   129,200.      238,960.      MT  (+/- 180 meters Scaled)
 PE0726
 PE0726                          SUPERSEDED SURVEY CONTROL
 PE0726
 PE0726  NGVD 29 (??/??/92)   58.303  (m)          191.28   (f) ADJ UNCH    1 1
 PE0726
 PE0726.Superseded values are not recommended for survey control.
 PE0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0726.See file dsdata.txt to determine how the superseded data were derived.
 PE0726
 PE0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK785637(NAD 83)
 PE0726_MARKER: DB = BENCH MARK DISK
 PE0726_SETTING: 80 = SET IN A BOULDER
 PE0726_SP_SET: BOULDER
 PE0726_STAMPING: A 130 1958
 PE0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0726+STABILITY: SURFACE MOTION
 PE0726
 PE0726  HISTORY     - Date     Condition        Report By
 PE0726  HISTORY     - 1958     MONUMENTED       CGS
 PE0726  HISTORY     - 1966     GOOD             NGS
 PE0726  HISTORY     - 1978     GOOD             DOD
 PE0726  HISTORY     - 1989     GOOD             USPSQD
 PE0726
 PE0726                          STATION DESCRIPTION
 PE0726
 PE0726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0726'0.6 MI SE FROM NEWPORT.
 PE0726'0.15 MILE SOUTHEAST ALONG U.S. HIGHWAY 2 FROM THE CROSSING OF
 PE0726'THE MAINE CENTRAL RAILROAD AT NEWPORT, THENCE ABOUT 0.5 MILE
 PE0726'SOUTH ALONG PARK STREET, ABOUT 0.2 MILE NORTH OF WHERE PARKS
 PE0726'ENDS, NEAR THE JUNCTION OF A DRIVE WEST TO A SMALL ONE STORY
 PE0726'HOUSE, IN THE TOP OF A EMBEDDED BOULDER THAT THE EXPOSED PORTION
 PE0726'IF ABOUT 3 1/2-BY-5-FOOT WHICH PROJECTS 2 FEET, 37 FEET EAST OF
 PE0726'THE CENTER LINE OF THE STREET, AND ABOUT LEVEL WITH THE STREET.
 PE0726
 PE0726                          STATION RECOVERY (1978)
 PE0726
 PE0726'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE0726'MONUMENT IS 33 FEET EAST OF EXTENDED CENTER LINE OF PRIVATE DRIVE.
 PE0726
 PE0726                          STATION RECOVERY (1989)
 PE0726
 PE0726'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELG)
 PE0726'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1402 ***********************************************************************
 PE1402  DESIGNATION -  A 130
 PE1402  PID         -  PE1402
 PE1402  STATE/COUNTY-  ME/SAGADAHOC
 PE1402  USGS QUAD   -  GARDINER (1991)
 PE1402
 PE1402                         *CURRENT SURVEY CONTROL
 PE1402  ___________________________________________________________________
 PE1402* NAD 83(1986)-  44 09 54.     (N)    069 50 15.     (W)     SCALED    
 PE1402* NAVD 88     -        68.625  (meters)     225.15   (feet)  ADJUSTED  
 PE1402  ___________________________________________________________________
 PE1402  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 PE1402  DYNAMIC HT  -          68.618 (meters)     225.12  (feet)  COMP
 PE1402  MODELED GRAV-     980,515.3   (mgal)                       NAVD 88
 PE1402
 PE1402  VERT ORDER  -  SECOND    CLASS I
 PE1402
 PE1402.The horizontal coordinates were scaled from a topographic map and have
 PE1402.an estimated accuracy of +/- 6 seconds.
 PE1402
 PE1402.The orthometric height was determined by differential leveling
 PE1402.and adjusted by the National Geodetic Survey in June 1991..
 PE1402
 PE1402.The geoid height was determined by GEOID03.
 PE1402
 PE1402.The dynamic height is computed by dividing the NAVD 88
 PE1402.geopotential number by the normal gravity value computed on the
 PE1402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1402.degrees latitude (g = 980.6199 gals.).
 PE1402
 PE1402.The modeled gravity was interpolated from observed gravity values.
 PE1402
 PE1402;                    North         East    Units  Estimated Accuracy
 PE1402;SPC ME W     -   148,000.      926,330.      MT  (+/- 180 meters Scaled)
 PE1402
 PE1402                          SUPERSEDED SURVEY CONTROL
 PE1402
 PE1402  NGVD 29 (??/??/92)   68.833  (m)          225.83   (f) ADJ UNCH    2 1
 PE1402
 PE1402.Superseded values are not recommended for survey control.
 PE1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1402.See file dsdata.txt to determine how the superseded data were derived.
 PE1402
 PE1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ330905(NAD 83)
 PE1402_MARKER: DD = SURVEY DISK
 PE1402_SETTING: 66 = SET IN ROCK OUTCROP
 PE1402_SP_SET: ROCK LEDGE
 PE1402_STAMPING: A 130 8 01 74
 PE1402_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1402+STABILITY: POSITION/ELEVATION WELL
 PE1402
 PE1402  HISTORY     - Date     Condition        Report By
 PE1402  HISTORY     - 1974     MONUMENTED       MEDT
 PE1402  HISTORY     - 1986     GOOD             USPSQD
 PE1402  HISTORY     - 19910418 GOOD             USPSQD
 PE1402
 PE1402                          STATION DESCRIPTION
 PE1402
 PE1402'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 PE1402'6.5 MI S FROM WEST GARDINER.
 PE1402'ABOUT 6.5 MILES SOUTH OF THE WEST GARDINER TOLL GATE, AND ALSO
 PE1402'1.0 MILE SOUTH OF THE U.S. HIGHWAY 201 OVERPASS CROSSING I-95
 PE1402'IN SOUTHWEST GARDINER ALONG I-95 SOUTHBOUND, IN THE TOP OF
 PE1402'EXPOSED LEDGE ABOUT 0.1 MILE NORTH OF THE GRAVEL CROSSOVER
 PE1402'BETWEEN THE NORTHBOUND AND SOUTHBOUND LANES OF I-95.  A MAINE
 PE1402'STATE HIGHWAY COMMISSION DISK SET FLUSH 70 FEET EAST OF, AND 6
 PE1402'FEET ABOVE THE CENTERLINE OF I-95 SOUTHBOUND AND 6 FEET EAST OF
 PE1402'THE 5 FOOT VERTICAL LEDGE FACE.
 PE1402
 PE1402                          STATION RECOVERY (1986)
 PE1402
 PE1402'RECOVERY NOTE BY US POWER SQUADRON 1986 (BE)
 PE1402'RECOVERED IN GOOD CONDITION.
 PE1402
 PE1402                          STATION RECOVERY (1991)
 PE1402
 PE1402'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 PE1402'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0777 ***********************************************************************
 PE0777  DESIGNATION -  A 131
 PE0777  PID         -  PE0777
 PE0777  STATE/COUNTY-  ME/PENOBSCOT
 PE0777  USGS QUAD   -  CARMEL (1982)
 PE0777
 PE0777                         *CURRENT SURVEY CONTROL
 PE0777  ___________________________________________________________________
 PE0777* NAD 83(1986)-  44 47 37.     (N)    069 02 43.     (W)     SCALED    
 PE0777* NAVD 88     -        52.695  (meters)     172.88   (feet)  ADJUSTED  
 PE0777  ___________________________________________________________________
 PE0777  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 PE0777  DYNAMIC HT  -          52.693 (meters)     172.88  (feet)  COMP
 PE0777  MODELED GRAV-     980,571.5   (mgal)                       NAVD 88
 PE0777
 PE0777  VERT ORDER  -  SECOND    CLASS 0
 PE0777
 PE0777.The horizontal coordinates were scaled from a topographic map and have
 PE0777.an estimated accuracy of +/- 6 seconds.
 PE0777
 PE0777.The orthometric height was determined by differential leveling
 PE0777.and adjusted by the National Geodetic Survey in June 1991..
 PE0777
 PE0777.The geoid height was determined by GEOID03.
 PE0777
 PE0777.The dynamic height is computed by dividing the NAVD 88
 PE0777.geopotential number by the normal gravity value computed on the
 PE0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0777.degrees latitude (g = 980.6199 gals.).
 PE0777
 PE0777.The modeled gravity was interpolated from observed gravity values.
 PE0777
 PE0777;                    North         East    Units  Estimated Accuracy
 PE0777;SPC ME E     -   125,360.      256,860.      MT  (+/- 180 meters Scaled)
 PE0777
 PE0777                          SUPERSEDED SURVEY CONTROL
 PE0777
 PE0777  NGVD 29 (??/??/92)   52.914  (m)          173.60   (f) ADJ UNCH    2 0
 PE0777
 PE0777.Superseded values are not recommended for survey control.
 PE0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0777.See file dsdata.txt to determine how the superseded data were derived.
 PE0777
 PE0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK964600(NAD 83)
 PE0777_MARKER: DB = BENCH MARK DISK
 PE0777_SETTING: 66 = SET IN ROCK OUTCROP
 PE0777_SP_SET: ROCK OUTCROP
 PE0777_STAMPING: A 131 1958
 PE0777_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0777+STABILITY: POSITION/ELEVATION WELL
 PE0777
 PE0777  HISTORY     - Date     Condition        Report By
 PE0777  HISTORY     - 1958     MONUMENTED       CGS
 PE0777  HISTORY     - 1980     GOOD             USGS
 PE0777
 PE0777                          STATION DESCRIPTION
 PE0777
 PE0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0777'0.4 MI SE FROM CARMEL.
 PE0777'0.4 MILES SOUTHEAST ALONG BLACKTOP ROAD FROM THE POST OFFICE
 PE0777'AT CARMEL, NEAR A POLE GATE EAST OF THE ROAD, SET IN THE TOP OF A
 PE0777'TRIANGULAR SHAPED ROCK OUTCROP, 40 FEET EAST OF THE CENTER LINE
 PE0777'OF THE ROAD, 14.3 FEET EAST OF THE SOUTH GATE POST, 71 FEET
 PE0777'NORTHEAST OF POWER POLE 12 1/2 WITH A GUY WIRE, ABOUT 1 FOOT
 PE0777'BELOW THE LEVEL OF THE ROAD.
 PE0777
 PE0777                          STATION RECOVERY (1980)
 PE0777
 PE0777'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 PE0777'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1403 ***********************************************************************
 PE1403  DESIGNATION -  A 131
 PE1403  PID         -  PE1403
 PE1403  STATE/COUNTY-  ME/SAGADAHOC
 PE1403  USGS QUAD   -  GARDINER (1991)
 PE1403
 PE1403                         *CURRENT SURVEY CONTROL
 PE1403  ___________________________________________________________________
 PE1403* NAD 83(1986)-  44 09 05.     (N)    069 50 30.     (W)     SCALED    
 PE1403* NAVD 88     -        47.858  (meters)     157.01   (feet)  ADJUSTED  
 PE1403  ___________________________________________________________________
 PE1403  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 PE1403  DYNAMIC HT  -          47.853 (meters)     157.00  (feet)  COMP
 PE1403  MODELED GRAV-     980,515.7   (mgal)                       NAVD 88
 PE1403
 PE1403  VERT ORDER  -  SECOND    CLASS I
 PE1403
 PE1403.The horizontal coordinates were scaled from a topographic map and have
 PE1403.an estimated accuracy of +/- 6 seconds.
 PE1403
 PE1403.The orthometric height was determined by differential leveling
 PE1403.and adjusted by the National Geodetic Survey in June 1991..
 PE1403
 PE1403.The geoid height was determined by GEOID03.
 PE1403
 PE1403.The dynamic height is computed by dividing the NAVD 88
 PE1403.geopotential number by the normal gravity value computed on the
 PE1403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1403.degrees latitude (g = 980.6199 gals.).
 PE1403
 PE1403.The modeled gravity was interpolated from observed gravity values.
 PE1403
 PE1403;                    North         East    Units  Estimated Accuracy
 PE1403;SPC ME W     -   146,490.      926,000.      MT  (+/- 180 meters Scaled)
 PE1403
 PE1403                          SUPERSEDED SURVEY CONTROL
 PE1403
 PE1403  NGVD 29 (??/??/92)   48.065  (m)          157.69   (f) ADJ UNCH    2 1
 PE1403
 PE1403.Superseded values are not recommended for survey control.
 PE1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1403.See file dsdata.txt to determine how the superseded data were derived.
 PE1403
 PE1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ326890(NAD 83)
 PE1403_MARKER: DD = SURVEY DISK
 PE1403_SETTING: 66 = SET IN ROCK OUTCROP
 PE1403_SP_SET: ROCK OUTCROP
 PE1403_STAMPING: A 131 10 22 74
 PE1403_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1403+STABILITY: POSITION/ELEVATION WELL
 PE1403
 PE1403  HISTORY     - Date     Condition        Report By
 PE1403  HISTORY     - 1974     MONUMENTED       MEDT
 PE1403  HISTORY     - 1986     GOOD             USPSQD
 PE1403  HISTORY     - 19910418 GOOD             USPSQD
 PE1403
 PE1403                          STATION DESCRIPTION
 PE1403
 PE1403'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 PE1403'7.4 MI SW FROM WEST GARDINER.
 PE1403'ABOUT 7.4 MILES SOUTHWESTERLY ALONG I-95 SOUTHBOUND FROM THE TOLL
 PE1403'GATE IN WEST GARDINER AND ALSO ABOUT 1.9 MILES SOUTHWEST OF U.S.
 PE1403'HIGHWAY 201 OVERPASS CROSSING I-95 IN SOUTHWEST GARDINER, AND
 PE1403'0.1 MILE NORTH OF THE BEEDLE ROAD OVERPASS IN RICHMOND, 141
 PE1403'FEET NORTHWESTERLY OF THE CENTERLINE AND 1 FOOT BELOW THE SURFACE
 PE1403'OF I-95 SOUTHBOUND.  A DISK SET FLUSH IN THE TOP OF A 5 FOOT
 PE1403'DIAMETER ROCK OUTCROP PROJECTING ABOUT 1 FOOT ABOVE GROUND.
 PE1403'ALSO 9 FEET SOUTHEASTERLY FROM THE RIGHT OF WAY FENCE AND 8.2
 PE1403'FEET SOUTHEASTERLY FROM A METAL WITNESS POST.
 PE1403
 PE1403                          STATION RECOVERY (1986)
 PE1403
 PE1403'RECOVERY NOTE BY US POWER SQUADRON 1986 (BE)
 PE1403'RECOVERED IN GOOD CONDITION.
 PE1403
 PE1403                          STATION RECOVERY (1991)
 PE1403
 PE1403'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 PE1403'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1404 ***********************************************************************
 PE1404  DESIGNATION -  A 132
 PE1404  PID         -  PE1404
 PE1404  STATE/COUNTY-  ME/SAGADAHOC
 PE1404  USGS QUAD   -  GARDINER (1991)
 PE1404
 PE1404                         *CURRENT SURVEY CONTROL
 PE1404  ___________________________________________________________________
 PE1404* NAD 83(1986)-  44 08 14.     (N)    069 50 47.     (W)     SCALED    
 PE1404* NAVD 88     -        49.727  (meters)     163.15   (feet)  ADJUSTED  
 PE1404  ___________________________________________________________________
 PE1404  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 PE1404  DYNAMIC HT  -          49.722 (meters)     163.13  (feet)  COMP
 PE1404  MODELED GRAV-     980,515.8   (mgal)                       NAVD 88
 PE1404
 PE1404  VERT ORDER  -  SECOND    CLASS I
 PE1404
 PE1404.The horizontal coordinates were scaled from a topographic map and have
 PE1404.an estimated accuracy of +/- 6 seconds.
 PE1404
 PE1404.The orthometric height was determined by differential leveling
 PE1404.and adjusted by the National Geodetic Survey in June 1991..
 PE1404
 PE1404.The geoid height was determined by GEOID03.
 PE1404
 PE1404.The dynamic height is computed by dividing the NAVD 88
 PE1404.geopotential number by the normal gravity value computed on the
 PE1404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1404.degrees latitude (g = 980.6199 gals.).
 PE1404
 PE1404.The modeled gravity was interpolated from observed gravity values.
 PE1404
 PE1404;                    North         East    Units  Estimated Accuracy
 PE1404;SPC ME W     -   144,910.      925,630.      MT  (+/- 180 meters Scaled)
 PE1404
 PE1404                          SUPERSEDED SURVEY CONTROL
 PE1404
 PE1404  NGVD 29 (??/??/92)   49.934  (m)          163.83   (f) ADJ UNCH    2 1
 PE1404
 PE1404.Superseded values are not recommended for survey control.
 PE1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1404.See file dsdata.txt to determine how the superseded data were derived.
 PE1404
 PE1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ322874(NAD 83)
 PE1404_MARKER: DD = SURVEY DISK
 PE1404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1404_STAMPING: 12/74
 PE1404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1404+STABILITY: SURFACE MOTION
 PE1404
 PE1404  HISTORY     - Date     Condition        Report By
 PE1404  HISTORY     - 1974     MONUMENTED       MEDT
 PE1404  HISTORY     - 1986     GOOD             USPSQD
 PE1404  HISTORY     - 19910418 GOOD             USPSQD
 PE1404
 PE1404                          STATION DESCRIPTION
 PE1404
 PE1404'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 PE1404'8.5 MI SW FROM WEST GARDINER.
 PE1404'ABOUT 8.5 MILES SOUTHWEST OF THE TOLL GATE IN WEST GARDINER
 PE1404'AND ALSO 1.0 MILE SOUTHWESTERLY ALONG I-95 SOUTHBOUND FROM THE
 PE1404'BEEDLE ROAD OVERPASS CROSSING I-95 ABOUT 0.6 MILES NORTHEASTERLY
 PE1404'FROM THE REED ROAD OVERPASS IN RICHMOND, 147 FEET NORTHWEST
 PE1404'OF THE CENTERLINE AND ABOUT 2 FEET BELOW THE SURFACE OF I-95
 PE1404'SOUTHBOUND.  ALSO ABOUT 40 FEET SOUTH OF A E-W STONEWALL.  A DISK
 PE1404'SET FLUSH IN THE TOP OF A CYLINDRICAL CONCRETE POST 3.0 FEET EAST
 PE1404'OF THE RIGHT OF WAY FENCE AND 2.1 FEET EAST OF A METAL WITNESS
 PE1404'POST, AND PROJECTING 1 INCH ABOVE GROUND.
 PE1404
 PE1404                          STATION RECOVERY (1986)
 PE1404
 PE1404'RECOVERY NOTE BY US POWER SQUADRON 1986 (BE)
 PE1404'RECOVERED IN GOOD CONDITION.
 PE1404
 PE1404                          STATION RECOVERY (1991)
 PE1404
 PE1404'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 PE1404'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0601 ***********************************************************************
 PE0601  DESIGNATION -  A 132
 PE0601  PID         -  PE0601
 PE0601  STATE/COUNTY-  ME/PENOBSCOT
 PE0601  USGS QUAD   -  HERMON (1978)
 PE0601
 PE0601                         *CURRENT SURVEY CONTROL
 PE0601  ___________________________________________________________________
 PE0601* NAD 83(1986)-  44 48 55.     (N)    068 57 29.     (W)     SCALED    
 PE0601* NAVD 88     -        47.529  (meters)     155.93   (feet)  ADJUSTED  
 PE0601  ___________________________________________________________________
 PE0601  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 PE0601  DYNAMIC HT  -          47.527 (meters)     155.93  (feet)  COMP
 PE0601  MODELED GRAV-     980,578.8   (mgal)                       NAVD 88
 PE0601
 PE0601  VERT ORDER  -  SECOND    CLASS 0
 PE0601
 PE0601.The horizontal coordinates were scaled from a topographic map and have
 PE0601.an estimated accuracy of +/- 6 seconds.
 PE0601
 PE0601.The orthometric height was determined by differential leveling
 PE0601.and adjusted by the National Geodetic Survey in June 1991..
 PE0601
 PE0601.The geoid height was determined by GEOID03.
 PE0601
 PE0601.The dynamic height is computed by dividing the NAVD 88
 PE0601.geopotential number by the normal gravity value computed on the
 PE0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0601.degrees latitude (g = 980.6199 gals.).
 PE0601
 PE0601.The modeled gravity was interpolated from observed gravity values.
 PE0601
 PE0601;                    North         East    Units  Estimated Accuracy
 PE0601;SPC ME E     -   127,720.      263,770.      MT  (+/- 180 meters Scaled)
 PE0601
 PE0601                          SUPERSEDED SURVEY CONTROL
 PE0601
 PE0601  NGVD 29 (??/??/92)   47.742  (m)          156.63   (f) ADJ UNCH    2 0
 PE0601
 PE0601.Superseded values are not recommended for survey control.
 PE0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0601.See file dsdata.txt to determine how the superseded data were derived.
 PE0601
 PE0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK033624(NAD 83)
 PE0601_MARKER: DB = BENCH MARK DISK
 PE0601_SETTING: 66 = SET IN ROCK OUTCROP
 PE0601_SP_SET: ROCK OUTCROP
 PE0601_STAMPING: A 132 1958
 PE0601_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0601+STABILITY: POSITION/ELEVATION WELL
 PE0601
 PE0601  HISTORY     - Date     Condition        Report By
 PE0601  HISTORY     - 1958     MONUMENTED       CGS
 PE0601
 PE0601                          STATION DESCRIPTION
 PE0601
 PE0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0601'2.8 MI NW FROM HERMON.
 PE0601'2.0 MILES WEST ALONG U.S. HIGHWAY 2 AND STATE HIGHWAY 100 FROM
 PE0601'THE BAPTIST CHURCH AT HERMON, THENCE 0.8 MILES NORTH ALONG
 PE0601'BLACKTOP ROAD, SET IN THE TOP OF A 2-FOOT BY 2-FOOT ROCK OUTCROP,
 PE0601'43 FEET EAST OF THE CENTER LINE OF THE ROAD, 26.6 FEET
 PE0601'NORTH-NORTHWEST OF NORTHWEST CORNER OF A CONCRETE BLOCK BUILDING,
 PE0601'6 FEET SOUTH OF THE SOUTHWEST EDGE OF A LARGE ROCK 3 FEET HIGH,
 PE0601'ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0550 ***********************************************************************
 PE0550  DESIGNATION -  A 133
 PE0550  PID         -  PE0550
 PE0550  STATE/COUNTY-  ME/PENOBSCOT
 PE0550  USGS QUAD   -  OLD TOWN (1988)
 PE0550
 PE0550                         *CURRENT SURVEY CONTROL
 PE0550  ___________________________________________________________________
 PE0550* NAD 83(1986)-  44 54 17.     (N)    068 41 23.     (W)     SCALED    
 PE0550* NAVD 88     -        43.098  (meters)     141.40   (feet)  ADJUSTED  
 PE0550  ___________________________________________________________________
 PE0550  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 PE0550  DYNAMIC HT  -          43.097 (meters)     141.39  (feet)  COMP
 PE0550  MODELED GRAV-     980,592.8   (mgal)                       NAVD 88
 PE0550
 PE0550  VERT ORDER  -  SECOND    CLASS 0
 PE0550
 PE0550.The horizontal coordinates were scaled from a topographic map and have
 PE0550.an estimated accuracy of +/- 6 seconds.
 PE0550
 PE0550.The orthometric height was determined by differential leveling
 PE0550.and adjusted by the National Geodetic Survey in June 1991..
 PE0550
 PE0550.The geoid height was determined by GEOID03.
 PE0550
 PE0550.The dynamic height is computed by dividing the NAVD 88
 PE0550.geopotential number by the normal gravity value computed on the
 PE0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0550.degrees latitude (g = 980.6199 gals.).
 PE0550
 PE0550.The modeled gravity was interpolated from observed gravity values.
 PE0550
 PE0550;                    North         East    Units  Estimated Accuracy
 PE0550;SPC ME E     -   137,570.      285,020.      MT  (+/- 180 meters Scaled)
 PE0550
 PE0550                          SUPERSEDED SURVEY CONTROL
 PE0550
 PE0550  NGVD 29 (??/??/92)   43.309  (m)          142.09   (f) ADJ UNCH    2 0
 PE0550
 PE0550.Superseded values are not recommended for survey control.
 PE0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0550.See file dsdata.txt to determine how the superseded data were derived.
 PE0550
 PE0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK244724(NAD 83)
 PE0550_MARKER: DB = BENCH MARK DISK
 PE0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0550_STAMPING: A 133 1958
 PE0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0550+STABILITY: SURFACE MOTION
 PE0550
 PE0550  HISTORY     - Date     Condition        Report By
 PE0550  HISTORY     - 1958     MONUMENTED       CGS
 PE0550
 PE0550                          STATION DESCRIPTION
 PE0550
 PE0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0550'2.2 MI N FROM ORONO.
 PE0550'1.8 MILES NORTH ALONG STATE HIGHWAY 16 FROM THE POST OFFICE AT
 PE0550'ORONO, THENCE 0.35 MILES SOUTHWEST ALONG STILLWATER ROAD, 184
 PE0550'FEET SOUTHWEST OF A GRAVEL ROAD SOUTHEAST, 22 FEET SOUTHEAST OF
 PE0550'THE CENTER LINE OF STILLWATER ROAD, 2 FEET EAST OF A FENCE
 PE0550'CORNER, 1 1/2 FEET NORTHEAST OF A FENCE LINE, ABOUT 4 FEET
 PE0550'NORTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL
 PE0550'OF THE ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 PE0550'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1408 ***********************************************************************
 PE1408  DESIGNATION -  A 133
 PE1408  PID         -  PE1408
 PE1408  STATE/COUNTY-  ME/SAGADAHOC
 PE1408  USGS QUAD   -  RICHMOND (1980)
 PE1408
 PE1408                         *CURRENT SURVEY CONTROL
 PE1408  ___________________________________________________________________
 PE1408* NAD 83(1986)-  44 06 54.     (N)    069 51 09.     (W)     SCALED    
 PE1408* NAVD 88     -        58.635  (meters)     192.37   (feet)  ADJUSTED  
 PE1408  ___________________________________________________________________
 PE1408  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 PE1408  DYNAMIC HT  -          58.629 (meters)     192.35  (feet)  COMP
 PE1408  MODELED GRAV-     980,515.6   (mgal)                       NAVD 88
 PE1408
 PE1408  VERT ORDER  -  SECOND    CLASS I
 PE1408
 PE1408.The horizontal coordinates were scaled from a topographic map and have
 PE1408.an estimated accuracy of +/- 6 seconds.
 PE1408
 PE1408.The orthometric height was determined by differential leveling
 PE1408.and adjusted by the National Geodetic Survey in June 1991..
 PE1408
 PE1408.The geoid height was determined by GEOID03.
 PE1408
 PE1408.The dynamic height is computed by dividing the NAVD 88
 PE1408.geopotential number by the normal gravity value computed on the
 PE1408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1408.degrees latitude (g = 980.6199 gals.).
 PE1408
 PE1408.The modeled gravity was interpolated from observed gravity values.
 PE1408
 PE1408;                    North         East    Units  Estimated Accuracy
 PE1408;SPC ME W     -   142,440.      925,150.      MT  (+/- 180 meters Scaled)
 PE1408
 PE1408                          SUPERSEDED SURVEY CONTROL
 PE1408
 PE1408  NGVD 29 (??/??/92)   58.840  (m)          193.04   (f) ADJ UNCH    2 1
 PE1408
 PE1408.Superseded values are not recommended for survey control.
 PE1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1408.See file dsdata.txt to determine how the superseded data were derived.
 PE1408
 PE1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ317849(NAD 83)
 PE1408_MARKER: DD = SURVEY DISK
 PE1408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1408_STAMPING: A 133 1974
 PE1408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1408+STABILITY: SURFACE MOTION
 PE1408
 PE1408  HISTORY     - Date     Condition        Report By
 PE1408  HISTORY     - 1974     MONUMENTED       MEDT
 PE1408  HISTORY     - 1986     GOOD             USPSQD
 PE1408  HISTORY     - 19910418 GOOD             USPSQD
 PE1408
 PE1408                          STATION DESCRIPTION
 PE1408
 PE1408'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 PE1408'1.3 MI NE FROM RICHMOND.
 PE1408'ABOUT 10.1 MILES SOUTHWEST ALONG I-95 SOUTHBOUND FROM THE TOLL
 PE1408'GATE IN WEST GARDINER, AND ALSO ABOUT 1.3 MILES NORTHEAST OF THE
 PE1408'STATE HIGHWAY 197 OVERPASS CROSSING I-95 IN RICHMOND AND 0.15
 PE1408'MILE NORTHEAST OF THE LANGDON ROAD OVERPASS IN RICHMOND, 147
 PE1408'FEET NORTHWEST OF AND ABOUT LEVEL WITH THE CENTERLINE OF I-95
 PE1408'SOUTHBOUND.  A DISK SET FLUSH IN THE TOP OF A CYLINDRICAL CONCRETE
 PE1408'POST FLUSH WITH THE GROUND, 3.2 FEET EAST OF THE RIGHT-OF-WAY
 PE1408'FENCE AND 2.0 FEET EAST OF A METAL WITNESS POST.
 PE1408
 PE1408                          STATION RECOVERY (1986)
 PE1408
 PE1408'RECOVERY NOTE BY US POWER SQUADRON 1986 (BE)
 PE1408'RECOVERED IN GOOD CONDITION.
 PE1408
 PE1408                          STATION RECOVERY (1991)
 PE1408
 PE1408'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 PE1408'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1414 ***********************************************************************
 PE1414  CBN         -  This is a Cooperative Base Network Control Station.
 PE1414  DESIGNATION -  A 134
 PE1414  PID         -  PE1414
 PE1414  STATE/COUNTY-  ME/SAGADAHOC
 PE1414  USGS QUAD   -  BOWDOINHAM (1980)
 PE1414
 PE1414                         *CURRENT SURVEY CONTROL
 PE1414  ___________________________________________________________________
 PE1414* NAD 83(1996)-  44 05 04.61628(N)    069 52 38.73182(W)     ADJUSTED  
 PE1414* NAVD 88     -        54.150  (meters)     177.66   (feet)  ADJUSTED  
 PE1414  ___________________________________________________________________
 PE1414  X           -   1,578,738.591 (meters)                     COMP
 PE1414  Y           -  -4,308,844.805 (meters)                     COMP
 PE1414  Z           -   4,414,869.625 (meters)                     COMP
 PE1414  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 PE1414  ELLIP HEIGHT-          28.28  (meters)          (04/26/01) GPS OBS
 PE1414  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 PE1414  DYNAMIC HT  -          54.144 (meters)     177.64  (feet)  COMP
 PE1414  MODELED GRAV-     980,514.1   (mgal)                       NAVD 88
 PE1414
 PE1414  HORZ ORDER  -  A
 PE1414  VERT ORDER  -  SECOND    CLASS I
 PE1414  ELLP ORDER  -  FOURTH    CLASS I
 PE1414
 PE1414.The horizontal coordinates were established by GPS observations
 PE1414.and adjusted by the National Geodetic Survey in April 2001..
 PE1414
 PE1414.The orthometric height was determined by differential leveling
 PE1414.and adjusted by the National Geodetic Survey in June 1991..
 PE1414
 PE1414.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PE1414
 PE1414.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1414
 PE1414.The ellipsoidal height was determined by GPS observations
 PE1414.and is referenced to NAD 83.
 PE1414
 PE1414.The geoid height was determined by GEOID03.
 PE1414
 PE1414.The dynamic height is computed by dividing the NAVD 88
 PE1414.geopotential number by the normal gravity value computed on the
 PE1414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1414.degrees latitude (g = 980.6199 gals.).
 PE1414
 PE1414.The modeled gravity was interpolated from observed gravity values.
 PE1414
 PE1414;                    North         East     Units Scale Factor Converg.
 PE1414;SPC ME W     -   139,055.620   923,165.168   MT  0.99997326   +0 12 04.4
 PE1414;UTM  19      - 4,881,645.211   429,753.151   MT  0.99966069   -0 36 37.7
 PE1414
 PE1414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1414!SPC ME W     -   0.99999557  x   0.99997326  =   0.99996883
 PE1414!UTM  19      -   0.99999557  x   0.99966069  =   0.99965626
 PE1414
 PE1414                          SUPERSEDED SURVEY CONTROL
 PE1414
 PE1414  NAVD 88 (04/26/01)   54.15   (m)          177.7    (f) LEVELING    3  
 PE1414  NGVD 29 (??/??/92)   54.354  (m)          178.33   (f) ADJ UNCH    2 1
 PE1414
 PE1414.Superseded values are not recommended for survey control.
 PE1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1414.See file dsdata.txt to determine how the superseded data were derived.
 PE1414
 PE1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ2975381645(NAD 83)
 PE1414_MARKER: DD = SURVEY DISK
 PE1414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1414_STAMPING: A 134 10 24 74
 PE1414_MARK LOGO: MEDT  
 PE1414_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PE1414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1414+STABILITY: SURFACE MOTION
 PE1414_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE1414+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2000
 PE1414
 PE1414  HISTORY     - Date     Condition        Report By
 PE1414  HISTORY     - 1974     MONUMENTED       MEDT
 PE1414  HISTORY     - 1986     GOOD             USPSQD
 PE1414  HISTORY     - 19910418 GOOD             USPSQD
 PE1414  HISTORY     - 20000721 GOOD             MEDT
 PE1414
 PE1414                          STATION DESCRIPTION
 PE1414
 PE1414'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 PE1414'1 MI SW FROM RICHMOND.
 PE1414'ABOUT 1 MILE SOUTHWEST ALONG I-95 SOUTHBOUND FROM THE STATE HIGHWAY
 PE1414'197 OVERPASS CROSSING I-95 SOUTHBOUND (RICHMOND), AND ALSO
 PE1414'ABOUT 70 FEET SOUTHWEST OF THE CENTERLINE OF THE OUTLET DITCH
 PE1414'LEADING FROM THE 24 INCH CONCRETE CULVERT UNDER I-95 SOUTHBOUND
 PE1414'IN THE TOWN OF BOWDOINHAM.  A DISK SET FLUSH IN THE TOP OF A
 PE1414'CYLINDRICAL CONCRETE POST NEAR THE TOP OF A GRASSY KNOLL 147
 PE1414'FEET NORTHWEST OF, AND ABOUT 3 FEET BELOW THE CENTERLINE OF I-95
 PE1414'SOUTHBOUND, 2.4 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE AND 2.0
 PE1414'FEET SOUTHEAST OF A METAL WITNESS POST AND FLUSH WITH THE GROUND.
 PE1414
 PE1414                          STATION RECOVERY (1986)
 PE1414
 PE1414'RECOVERY NOTE BY US POWER SQUADRON 1986 (JL)
 PE1414'RECOVERED IN GOOD CONDITION.
 PE1414
 PE1414                          STATION RECOVERY (1991)
 PE1414
 PE1414'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 PE1414'RECOVERED IN GOOD CONDITION.
 PE1414
 PE1414                          STATION RECOVERY (2000)
 PE1414
 PE1414'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 2000 (TL)
 PE1414'THE STATION IS LOCATED IN BOWDOINHAM, ABOUT 1 MI (1.6 KM) SOUTHWEST OF
 PE1414'RICHMOND, NEAR THE TOP OF A GRASSY KNOLL.  TO REACH FROM THE STATE
 PE1414'HIGHWAY 197 OVERPASS OF INTERSTATE HIGHWAY 95 (RICHMOND EXIT), GO
 PE1414'SOUTH ON INTERSTATE HIGHWAY 95 FOR ABOUT 1 MI (1.6 KM) TO THE STATION
 PE1414'ON THE RIGHT.  LOCATED 147 FT (44.8 M) NORTHWEST OF THE CENTERLINE OF
 PE1414'INTERSTATE HIGHWAY SOUTHBOUND LANES, 2.4 FT (0.7 M) SOUTHEAST OF A
 PE1414'RIGHT-OF-WAY FENCE AND 2.0 FT (0.6 M) SOUTHEAST OF A METAL WITNESS
 PE1414'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0463 ***********************************************************************
 QG0463  DESIGNATION -  A 134
 QG0463  PID         -  QG0463
 QG0463  STATE/COUNTY-  ME/PENOBSCOT
 QG0463  USGS QUAD   -  HOWLAND (1988)
 QG0463
 QG0463                         *CURRENT SURVEY CONTROL
 QG0463  ___________________________________________________________________
 QG0463* NAD 83(1986)-  45 14 09.     (N)    068 39 25.     (W)     SCALED    
 QG0463* NAVD 88     -        46.833  (meters)     153.65   (feet)  ADJUSTED  
 QG0463  ___________________________________________________________________
 QG0463  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 QG0463  DYNAMIC HT  -          46.833 (meters)     153.65  (feet)  COMP
 QG0463  MODELED GRAV-     980,611.6   (mgal)                       NAVD 88
 QG0463
 QG0463  VERT ORDER  -  SECOND    CLASS 0
 QG0463
 QG0463.The horizontal coordinates were scaled from a topographic map and have
 QG0463.an estimated accuracy of +/- 6 seconds.
 QG0463
 QG0463.The orthometric height was determined by differential leveling
 QG0463.and adjusted by the National Geodetic Survey in June 1991..
 QG0463
 QG0463.The geoid height was determined by GEOID03.
 QG0463
 QG0463.The dynamic height is computed by dividing the NAVD 88
 QG0463.geopotential number by the normal gravity value computed on the
 QG0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0463.degrees latitude (g = 980.6199 gals.).
 QG0463
 QG0463.The modeled gravity was interpolated from observed gravity values.
 QG0463
 QG0463;                    North         East    Units  Estimated Accuracy
 QG0463;SPC ME E     -   174,360.      287,680.      MT  (+/- 180 meters Scaled)
 QG0463
 QG0463                          SUPERSEDED SURVEY CONTROL
 QG0463
 QG0463  NGVD 29 (??/??/92)   47.038  (m)          154.32   (f) ADJ UNCH    2 0
 QG0463
 QG0463.Superseded values are not recommended for survey control.
 QG0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0463.See file dsdata.txt to determine how the superseded data were derived.
 QG0463
 QG0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL269092(NAD 83)
 QG0463_MARKER: DB = BENCH MARK DISK
 QG0463_SETTING: 66 = SET IN ROCK OUTCROP
 QG0463_SP_SET: BEDROCK
 QG0463_STAMPING: A 134 1958
 QG0463_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0463+STABILITY: POSITION/ELEVATION WELL
 QG0463
 QG0463  HISTORY     - Date     Condition        Report By
 QG0463  HISTORY     - 1958     MONUMENTED       CGS
 QG0463  HISTORY     - 1959     GOOD             NGS
 QG0463  HISTORY     - 1979     MARK NOT FOUND   LOCENG
 QG0463  HISTORY     - 19851022 MARK NOT FOUND   USPSQD
 QG0463
 QG0463                          STATION DESCRIPTION
 QG0463
 QG0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 QG0463'0.2 MI W FROM W ENFIELD.
 QG0463'0.15 MILES WEST ALONG A BLACKTOP ROAD FROM THE WEST END OF THE
 QG0463'BRIDGE OVER THE PENOBSCOT RIVER AT HOWLAND, AT THE EAST END OF A
 QG0463'THICKET, SET IN THE TOP OF A 3-FOOT BY 5-FOOT EXPOSED SECTION OF
 QG0463'BEDROCK, 59 YARDS EAST OF THE GRAVEL ROAD NORTH, 43 FEET NORTH
 QG0463'OF THE CENTER LINE OF THE BLACKTOP ROAD, 60 FEET WEST OF A POWER
 QG0463'POLE, 102 FEET NORTH OF THE NORTHEAST CORNER OF A RED ASBESTOS
 QG0463'SIDED HOUSE, ABOUT 90 YARDS SOUTH OF THE CENTER LINE OF STATE
 QG0463'HIGHWAY 155, ABOUT LEVEL WITH THE ROAD.
 QG0463
 QG0463                          STATION RECOVERY (1959)
 QG0463
 QG0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 QG0463'RECOVERED IN GOOD CONDITION.
 QG0463
 QG0463                          STATION RECOVERY (1979)
 QG0463
 QG0463'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 QG0463'MARK NOT FOUND.
 QG0463
 QG0463                          STATION RECOVERY (1985)
 QG0463
 QG0463'RECOVERY NOTE BY US POWER SQUADRON 1985 (DVH)
 QG0463'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1415 ***********************************************************************
 PE1415  DESIGNATION -  A 135
 PE1415  PID         -  PE1415
 PE1415  STATE/COUNTY-  ME/SAGADAHOC
 PE1415  USGS QUAD   -  BOWDOINHAM (1980)
 PE1415
 PE1415                         *CURRENT SURVEY CONTROL
 PE1415  ___________________________________________________________________
 PE1415* NAD 83(1986)-  44 04 23.     (N)    069 52 37.     (W)     SCALED    
 PE1415* NAVD 88     -        38.226  (meters)     125.41   (feet)  ADJUSTED  
 PE1415  ___________________________________________________________________
 PE1415  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 PE1415  DYNAMIC HT  -          38.222 (meters)     125.40  (feet)  COMP
 PE1415  MODELED GRAV-     980,513.2   (mgal)                       NAVD 88
 PE1415
 PE1415  VERT ORDER  -  SECOND    CLASS I
 PE1415
 PE1415.The horizontal coordinates were scaled from a topographic map and have
 PE1415.an estimated accuracy of +/- 6 seconds.
 PE1415
 PE1415.The orthometric height was determined by differential leveling
 PE1415.and adjusted by the National Geodetic Survey in June 1991..
 PE1415
 PE1415.The geoid height was determined by GEOID03.
 PE1415
 PE1415.The dynamic height is computed by dividing the NAVD 88
 PE1415.geopotential number by the normal gravity value computed on the
 PE1415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1415.degrees latitude (g = 980.6199 gals.).
 PE1415
 PE1415.The modeled gravity was interpolated from observed gravity values.
 PE1415
 PE1415;                    North         East    Units  Estimated Accuracy
 PE1415;SPC ME W     -   137,770.      923,210.      MT  (+/- 180 meters Scaled)
 PE1415
 PE1415                          SUPERSEDED SURVEY CONTROL
 PE1415
 PE1415  NGVD 29 (??/??/92)   38.429  (m)          126.08   (f) ADJ UNCH    2 1
 PE1415
 PE1415.Superseded values are not recommended for survey control.
 PE1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1415.See file dsdata.txt to determine how the superseded data were derived.
 PE1415
 PE1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ297803(NAD 83)
 PE1415_MARKER: DD = SURVEY DISK
 PE1415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1415_STAMPING: A 135 10 24 74
 PE1415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1415+STABILITY: SURFACE MOTION
 PE1415
 PE1415  HISTORY     - Date     Condition        Report By
 PE1415  HISTORY     - 1974     MONUMENTED       MEDT
 PE1415  HISTORY     - 1986     GOOD             USPSQD
 PE1415  HISTORY     - 19910418 GOOD             USPSQD
 PE1415
 PE1415                          STATION DESCRIPTION
 PE1415
 PE1415'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 PE1415'1.7 MI SW FROM RICHMOND.
 PE1415'ABOUT 1.7 MILES SOUTHWESTERLY ALONG I-95 SOUTHBOUND FROM THE
 PE1415'STATE HIGHWAY 197 OVERPASS CROSSING I-95 IN RICHMOND, AND ABOUT
 PE1415'0.10 MILE SOUTHWESTERLY FROM THE OLD CURTIS FARM ROAD IN BOWDOINHAM,
 PE1415'145 FEET NORTHWESTERLY FROM THE CENTERLINE AND 2 FEET ABOVE THE
 PE1415'SURFACE OF I-95 SOUTHBOUND.  A DISK SET FLUSH IN THE TOP OF A
 PE1415'CONCRETE POST FLUSH WITH THE GROUND, 5 1/2 FEET EASTERLY OF THE
 PE1415'RIGHT-OF-WAY FENCE AND 1.8 FEET EASTERLY OF A METAL WITNESS POST.
 PE1415
 PE1415                          STATION RECOVERY (1986)
 PE1415
 PE1415'RECOVERY NOTE BY US POWER SQUADRON 1986 (JL)
 PE1415'RECOVERED IN GOOD CONDITION.
 PE1415
 PE1415                          STATION RECOVERY (1991)
 PE1415
 PE1415'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 PE1415'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1416 ***********************************************************************
 PE1416  DESIGNATION -  A 136
 PE1416  PID         -  PE1416
 PE1416  STATE/COUNTY-  ME/SAGADAHOC
 PE1416  USGS QUAD   -  BOWDOINHAM (1980)
 PE1416
 PE1416                         *CURRENT SURVEY CONTROL
 PE1416  ___________________________________________________________________
 PE1416* NAD 83(1986)-  44 03 46.     (N)    069 53 07.     (W)     SCALED    
 PE1416* NAVD 88     -        42.259  (meters)     138.64   (feet)  ADJUSTED  
 PE1416  ___________________________________________________________________
 PE1416  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 PE1416  DYNAMIC HT  -          42.255 (meters)     138.63  (feet)  COMP
 PE1416  MODELED GRAV-     980,511.9   (mgal)                       NAVD 88
 PE1416
 PE1416  VERT ORDER  -  SECOND    CLASS I
 PE1416
 PE1416.The horizontal coordinates were scaled from a topographic map and have
 PE1416.an estimated accuracy of +/- 6 seconds.
 PE1416
 PE1416.The orthometric height was determined by differential leveling
 PE1416.and adjusted by the National Geodetic Survey in June 1991..
 PE1416
 PE1416.The geoid height was determined by GEOID03.
 PE1416
 PE1416.The dynamic height is computed by dividing the NAVD 88
 PE1416.geopotential number by the normal gravity value computed on the
 PE1416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1416.degrees latitude (g = 980.6199 gals.).
 PE1416
 PE1416.The modeled gravity was interpolated from observed gravity values.
 PE1416
 PE1416;                    North         East    Units  Estimated Accuracy
 PE1416;SPC ME W     -   136,630.      922,550.      MT  (+/- 180 meters Scaled)
 PE1416
 PE1416                          SUPERSEDED SURVEY CONTROL
 PE1416
 PE1416  NGVD 29 (??/??/92)   42.462  (m)          139.31   (f) ADJ UNCH    2 1
 PE1416
 PE1416.Superseded values are not recommended for survey control.
 PE1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1416.See file dsdata.txt to determine how the superseded data were derived.
 PE1416
 PE1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ290792(NAD 83)
 PE1416_MARKER: DD = SURVEY DISK
 PE1416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1416_STAMPING: A 136 10 24 74
 PE1416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1416+STABILITY: SURFACE MOTION
 PE1416
 PE1416  HISTORY     - Date     Condition        Report By
 PE1416  HISTORY     - 1974     MONUMENTED       MEDT
 PE1416  HISTORY     - 1986     GOOD             USPSQD
 PE1416  HISTORY     - 19910418 MARK NOT FOUND   USPSQD
 PE1416
 PE1416                          STATION DESCRIPTION
 PE1416
 PE1416'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 PE1416'2.5 MI SW FROM RICHMOND.
 PE1416'ABOUT 2.5 MILES SOUTHWESTERLY ALONG I-95 SOUTHBOUND FROM STATE
 PE1416'HIGHWAY 197 OVERPASS CROSSING I-95 IN RICHMOND, AND ON LINE
 PE1416'WITH THE GRAVEL JEEP ROAD BETWEEN I-95 NORTHBOUND AND THE RIDGE
 PE1416'ROAD, IN THE TOWN OF BOWDOINHAM.  ALSO 149 FEET NORTHWEST OF THE
 PE1416'CENTERLINE AND 2 FEET ABOVE THE SURFACE OF I-95 SOUTHBOUND.  A
 PE1416'DISK SET FLUSH IN THE TOP OF A CYLINDRICAL CONCRETE POST 1.1
 PE1416'FEET EASTERLY OF THE RIGHT-OF-WAY FENCE AND 1.1 FEET EASTERLY
 PE1416'OF A METAL WITNESS POST.
 PE1416
 PE1416                          STATION RECOVERY (1986)
 PE1416
 PE1416'RECOVERY NOTE BY US POWER SQUADRON 1986 (JL)
 PE1416'RECOVERED IN GOOD CONDITION.
 PE1416
 PE1416                          STATION RECOVERY (1991)
 PE1416
 PE1416'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 PE1416'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0446 ***********************************************************************
 QG0446  DESIGNATION -  A 136
 QG0446  PID         -  QG0446
 QG0446  STATE/COUNTY-  ME/PENOBSCOT
 QG0446  USGS QUAD   -  HOWLAND (1988)
 QG0446
 QG0446                         *CURRENT SURVEY CONTROL
 QG0446  ___________________________________________________________________
 QG0446* NAD 83(1986)-  45 08 26.     (N)    068 42 48.     (W)     SCALED    
 QG0446* NAVD 88     -        50.996  (meters)     167.31   (feet)  ADJUSTED  
 QG0446  ___________________________________________________________________
 QG0446  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 QG0446  DYNAMIC HT  -          50.996 (meters)     167.31  (feet)  COMP
 QG0446  MODELED GRAV-     980,610.2   (mgal)                       NAVD 88
 QG0446
 QG0446  VERT ORDER  -  SECOND    CLASS 0
 QG0446
 QG0446.The horizontal coordinates were scaled from a topographic map and have
 QG0446.an estimated accuracy of +/- 6 seconds.
 QG0446
 QG0446.The orthometric height was determined by differential leveling
 QG0446.and adjusted by the National Geodetic Survey in June 1991..
 QG0446
 QG0446.The geoid height was determined by GEOID03.
 QG0446
 QG0446.The dynamic height is computed by dividing the NAVD 88
 QG0446.geopotential number by the normal gravity value computed on the
 QG0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0446.degrees latitude (g = 980.6199 gals.).
 QG0446
 QG0446.The modeled gravity was interpolated from observed gravity values.
 QG0446
 QG0446;                    North         East    Units  Estimated Accuracy
 QG0446;SPC ME E     -   163,780.      283,220.      MT  (+/- 180 meters Scaled)
 QG0446
 QG0446                          SUPERSEDED SURVEY CONTROL
 QG0446
 QG0446  NGVD 29 (??/??/92)   51.202  (m)          167.99   (f) ADJ UNCH    2 0
 QG0446
 QG0446.Superseded values are not recommended for survey control.
 QG0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0446.See file dsdata.txt to determine how the superseded data were derived.
 QG0446
 QG0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK225986(NAD 83)
 QG0446_MARKER: DB = BENCH MARK DISK
 QG0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0446_STAMPING: A 136 1959
 QG0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0446+STABILITY: SURFACE MOTION
 QG0446
 QG0446  HISTORY     - Date     Condition        Report By
 QG0446  HISTORY     - 1959     MONUMENTED       CGS
 QG0446
 QG0446                          STATION DESCRIPTION
 QG0446
 QG0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QG0446'24.6 MI NW FROM OLD TOWN.
 QG0446'2.95 MILES NORTHWEST ALONG STATE HIGHWAY 43 FROM ITS JUNCTION
 QG0446'WITH U.S. HIGHWAY 2 AT OLD TOWN, THENCE 2.25 MILES NORTH ALONG
 QG0446'STATE HIGHWAY 16, THENCE 12.45 MILES NORTH ALONG STATE HIGHWAY
 QG0446'116, THENCE 6.9 MILES WEST ALONG TREE FARM ROAD, ALONG THE
 QG0446'NORTHEAST BANK OF SMALL CREEK, AT A ABANDONED LOGGING CAMPSITE,
 QG0446'65 YARDS SOUTHEAST OF THE SOUTHEAST END OF A WOODEN BRIDGE OVER
 QG0446'A SMALL CREEK, 11 1/2 FEET SOUTHWEST OF CENTERLINE OF LOGGING
 QG0446'ROAD, 12 FEET EAST-NORTHEAST OF A 12 INCH MAPLE TREE WITH
 QG0446'PAINTED SLASH, 2 FEET NORTHEAST OF A WHITE METAL WITNESS POST,
 QG0446'1 FOOT ABOVE THE LEVEL OF THE ROAD, SET IN TOP OF CONCRETE POST
 QG0446'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1417 ***********************************************************************
 PE1417  DESIGNATION -  A 137
 PE1417  PID         -  PE1417
 PE1417  STATE/COUNTY-  ME/SAGADAHOC
 PE1417  USGS QUAD   -  BOWDOINHAM (1980)
 PE1417
 PE1417                         *CURRENT SURVEY CONTROL
 PE1417  ___________________________________________________________________
 PE1417* NAD 83(1986)-  44 02 58.     (N)    069 53 44.     (W)     SCALED    
 PE1417* NAVD 88     -        42.297  (meters)     138.77   (feet)  ADJUSTED  
 PE1417  ___________________________________________________________________
 PE1417  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 PE1417  DYNAMIC HT  -          42.292 (meters)     138.75  (feet)  COMP
 PE1417  MODELED GRAV-     980,510.1   (mgal)                       NAVD 88
 PE1417
 PE1417  VERT ORDER  -  SECOND    CLASS I
 PE1417
 PE1417.The horizontal coordinates were scaled from a topographic map and have
 PE1417.an estimated accuracy of +/- 6 seconds.
 PE1417
 PE1417.The orthometric height was determined by differential leveling
 PE1417.and adjusted by the National Geodetic Survey in June 1991..
 PE1417
 PE1417.The geoid height was determined by GEOID03.
 PE1417
 PE1417.The dynamic height is computed by dividing the NAVD 88
 PE1417.geopotential number by the normal gravity value computed on the
 PE1417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1417.degrees latitude (g = 980.6199 gals.).
 PE1417
 PE1417.The modeled gravity was interpolated from observed gravity values.
 PE1417
 PE1417;                    North         East    Units  Estimated Accuracy
 PE1417;SPC ME W     -   135,140.      921,730.      MT  (+/- 180 meters Scaled)
 PE1417
 PE1417                          SUPERSEDED SURVEY CONTROL
 PE1417
 PE1417  NGVD 29 (??/??/92)   42.499  (m)          139.43   (f) ADJ UNCH    2 1
 PE1417
 PE1417.Superseded values are not recommended for survey control.
 PE1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1417.See file dsdata.txt to determine how the superseded data were derived.
 PE1417
 PE1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ282777(NAD 83)
 PE1417_MARKER: DD = SURVEY DISK
 PE1417_SETTING: 66 = SET IN ROCK OUTCROP
 PE1417_SP_SET: ROCK LEDGE
 PE1417_STAMPING: A 137 10 24 74
 PE1417_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1417+STABILITY: POSITION/ELEVATION WELL
 PE1417
 PE1417  HISTORY     - Date     Condition        Report By
 PE1417  HISTORY     - 1974     MONUMENTED       MEDT
 PE1417  HISTORY     - 19910418 GOOD             USPSQD
 PE1417
 PE1417                          STATION DESCRIPTION
 PE1417
 PE1417'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 PE1417'3.8 MI SW FROM RICHMOND.
 PE1417'ABOUT 3.75 MILES SOUTHWESTERLY ALONG I-95 SOUTHBOUND FROM STATE
 PE1417'HIGHWAY 197 OVERPASS IN RICHMOND, 68 FEET NORTHWEST OF THE
 PE1417'CENTERLINE AND ABOUT 3 1/2 FEET ABOVE THE SURFACE OF I-95
 PE1417'SOUTHBOUND IN THE TOWN OF BOWDOINHAM.  A DISK SET FLUSH IN THE
 PE1417'TOP OF THE SOUTHERN EXPOSURE OF A 300 FOOT LEDGE CUT, 4.0 FEET
 PE1417'WEST OF THE 3 FOOT EAST FACE AND 2.0 FEET NORTH OF THE 2 FOOT
 PE1417'SOUTH FACE.  ALSO 82 FEET SOUTHEASTERLY FROM THE RIGHT-OF-WAY
 PE1417'FENCE AND 57 FEET EASTERLY FROM A METAL WITNESS MARKER NAILED
 PE1417'TO A TREE.
 PE1417
 PE1417                          STATION RECOVERY (1991)
 PE1417
 PE1417'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 PE1417'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0308 ***********************************************************************
 QG0308  DESIGNATION -  A 137
 QG0308  PID         -  QG0308
 QG0308  STATE/COUNTY-  ME/PENOBSCOT
 QG0308  USGS QUAD   -  NINE MEADOW RIDGE (1988)
 QG0308
 QG0308                         *CURRENT SURVEY CONTROL
 QG0308  ___________________________________________________________________
 QG0308* NAD 83(1986)-  45 28 34.     (N)    068 33 40.     (W)     SCALED    
 QG0308* NAVD 88     -        70.001  (meters)     229.66   (feet)  ADJUSTED  
 QG0308  ___________________________________________________________________
 QG0308  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 QG0308  DYNAMIC HT  -          70.001 (meters)     229.66  (feet)  COMP
 QG0308  MODELED GRAV-     980,618.6   (mgal)                       NAVD 88
 QG0308
 QG0308  VERT ORDER  -  SECOND    CLASS 0
 QG0308
 QG0308.The horizontal coordinates were scaled from a topographic map and have
 QG0308.an estimated accuracy of +/- 6 seconds.
 QG0308
 QG0308.The orthometric height was determined by differential leveling
 QG0308.and adjusted by the National Geodetic Survey in June 1991..
 QG0308
 QG0308.The geoid height was determined by GEOID03.
 QG0308
 QG0308.The dynamic height is computed by dividing the NAVD 88
 QG0308.geopotential number by the normal gravity value computed on the
 QG0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0308.degrees latitude (g = 980.6199 gals.).
 QG0308
 QG0308.The modeled gravity was interpolated from observed gravity values.
 QG0308
 QG0308;                    North         East    Units  Estimated Accuracy
 QG0308;SPC ME E     -   201,050.      295,220.      MT  (+/- 180 meters Scaled)
 QG0308
 QG0308                          SUPERSEDED SURVEY CONTROL
 QG0308
 QG0308  NGVD 29 (??/??/92)   70.186  (m)          230.27   (f) ADJ UNCH    2 0
 QG0308
 QG0308.Superseded values are not recommended for survey control.
 QG0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0308.See file dsdata.txt to determine how the superseded data were derived.
 QG0308
 QG0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL343359(NAD 83)
 QG0308_MARKER: DB = BENCH MARK DISK
 QG0308_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QG0308_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QG0308_STAMPING: A 137 1959
 QG0308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG0308
 QG0308  HISTORY     - Date     Condition        Report By
 QG0308  HISTORY     - 1959     MONUMENTED       CGS
 QG0308  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QG0308
 QG0308                          STATION DESCRIPTION
 QG0308
 QG0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QG0308'16 MI NW FROM LINCOLN.
 QG0308'5.7 MILES NORTH ALONG U.S. HIGHWAY 2 FROM THE POST OFFICE AT
 QG0308'LINCOLN, THENCE 0.45 MILE WEST ALONG ASPHALT ROAD, THENCE 2.95
 QG0308'MILES SOUTH ON ASPHALT ROAD AND STATE HIGHWAY 116, THENCE 6.55
 QG0308'MILES NORTHWESTERLY ALONG MAIN TRAVELED GRAVEL ROAD, THENCE 0.2
 QG0308'MILE WEST ALONG SAND ROAD TO LOGGING CAMP ALONG EAST BANK OF EAST
 QG0308'BRANCH MADUNKEUNK CREEK, THENCE 0.2 MILE WEST ACROSS CREEK ALONG
 QG0308'A WOODS TRAIL, AT TRAIL JUNCTION, 0.4 MILE WEST OF HORSEBACK RIDGE,
 QG0308'10 1/2 FEET NORTH OF CENTER LINE OF EAST-WEST TRAIL, 28 FEET EAST
 QG0308'OF CENTER LINE OF NORTH-SOUTH TRAIL, 5 FEET SOUTHEAST OF A
 QG0308'24-INCH LEANING PINE TREE WITH A WHITE METAL WITNESS POST MARKER
 QG0308'NAILED ON, SET IN TOP OF A TWO INCH GALVANIZED PIPE PROJECTING
 QG0308'6 INCHES ABOVE THE GROUND AND TRAIL.
 QG0308
 QG0308                          STATION RECOVERY (1985)
 QG0308
 QG0308'RECOVERY NOTE BY US POWER SQUADRON 1985 (LR)
 QG0308'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1418 ***********************************************************************
 PE1418  DESIGNATION -  A 138
 PE1418  PID         -  PE1418
 PE1418  STATE/COUNTY-  ME/SAGADAHOC
 PE1418  USGS QUAD   -  BOWDOINHAM (1980)
 PE1418
 PE1418                         *CURRENT SURVEY CONTROL
 PE1418  ___________________________________________________________________
 PE1418* NAD 83(1986)-  44 02 27.     (N)    069 54 04.     (W)     SCALED    
 PE1418* NAVD 88     -        63.987  (meters)     209.93   (feet)  ADJUSTED  
 PE1418  ___________________________________________________________________
 PE1418  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 PE1418  DYNAMIC HT  -          63.980 (meters)     209.91  (feet)  COMP
 PE1418  MODELED GRAV-     980,509.5   (mgal)                       NAVD 88
 PE1418
 PE1418  VERT ORDER  -  SECOND    CLASS I
 PE1418
 PE1418.The horizontal coordinates were scaled from a topographic map and have
 PE1418.an estimated accuracy of +/- 6 seconds.
 PE1418
 PE1418.The orthometric height was determined by differential leveling
 PE1418.and adjusted by the National Geodetic Survey in June 1991..
 PE1418
 PE1418.The geoid height was determined by GEOID03.
 PE1418
 PE1418.The dynamic height is computed by dividing the NAVD 88
 PE1418.geopotential number by the normal gravity value computed on the
 PE1418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1418.degrees latitude (g = 980.6199 gals.).
 PE1418
 PE1418.The modeled gravity was interpolated from observed gravity values.
 PE1418
 PE1418;                    North         East    Units  Estimated Accuracy
 PE1418;SPC ME W     -   134,190.      921,280.      MT  (+/- 180 meters Scaled)
 PE1418
 PE1418                          SUPERSEDED SURVEY CONTROL
 PE1418
 PE1418  NGVD 29 (??/??/92)   64.188  (m)          210.59   (f) ADJ UNCH    2 1
 PE1418
 PE1418.Superseded values are not recommended for survey control.
 PE1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1418.See file dsdata.txt to determine how the superseded data were derived.
 PE1418
 PE1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ278768(NAD 83)
 PE1418_MARKER: DD = SURVEY DISK
 PE1418_SETTING: 80 = SET IN A BOULDER
 PE1418_SP_SET: BOULDER
 PE1418_STAMPING: A 138 10 24 74
 PE1418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1418+STABILITY: SURFACE MOTION
 PE1418
 PE1418  HISTORY     - Date     Condition        Report By
 PE1418  HISTORY     - 1974     MONUMENTED       MEDT
 PE1418  HISTORY     - 1986     GOOD             USPSQD
 PE1418  HISTORY     - 19910418 MARK NOT FOUND   USPSQD
 PE1418
 PE1418                          STATION DESCRIPTION
 PE1418
 PE1418'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 PE1418'NEAR BOWDOINHAM.
 PE1418'ABOUT 4.5 MILES SOUTHWESTERLY ALONG I-95 SOUTHBOUND FROM STATE
 PE1418'HIGHWAY 197 OVERPASS IN RICHMOND, AND ALSO 0.05 MILE SOUTHWESTERLY
 PE1418'FROM THE STATE HIGHWAY 138 NORTH OVERPASS CROSSING OF I-95 IN
 PE1418'THE TOWN OF BOWDOINHAM, 177 FEET WEST OF THE CENTERLINE AND
 PE1418'ABOUT 5 FEET ABOVE THE SURFACE OF I-95 SOUTHBOUND.  A DISK SET
 PE1418'FLUSH IN THE TOP OF A 4 FOOT DIAMETER BOULDER, 27 FEET WEST OF
 PE1418'THE RIGHT-OF-WAY FENCE AND 3.3 FEET SOUTHWEST OF A METAL WITNESS
 PE1418'SIGN NAILED TO A TREE.
 PE1418
 PE1418                          STATION RECOVERY (1986)
 PE1418
 PE1418'RECOVERY NOTE BY US POWER SQUADRON 1986 (GM)
 PE1418'RECOVERED IN GOOD CONDITION.
 PE1418
 PE1418                          STATION RECOVERY (1991)
 PE1418
 PE1418'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 PE1418'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0596 ***********************************************************************
 QG0596  DESIGNATION -  A 138
 QG0596  PID         -  QG0596
 QG0596  STATE/COUNTY-  ME/PENOBSCOT
 QG0596  USGS QUAD   -  EAST MILLINOCKET (1988)
 QG0596
 QG0596                         *CURRENT SURVEY CONTROL
 QG0596  ___________________________________________________________________
 QG0596* NAD 83(1986)-  45 43 35.     (N)    068 31 20.     (W)     SCALED    
 QG0596* NAVD 88     -       124.790  (meters)     409.42   (feet)  ADJUSTED  
 QG0596  ___________________________________________________________________
 QG0596  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 QG0596  DYNAMIC HT  -         124.793 (meters)     409.43  (feet)  COMP
 QG0596  MODELED GRAV-     980,639.8   (mgal)                       NAVD 88
 QG0596
 QG0596  VERT ORDER  -  SECOND    CLASS 0
 QG0596
 QG0596.The horizontal coordinates were scaled from a topographic map and have
 QG0596.an estimated accuracy of +/- 6 seconds.
 QG0596
 QG0596.The orthometric height was determined by differential leveling
 QG0596.and adjusted by the National Geodetic Survey in June 1991..
 QG0596
 QG0596.The geoid height was determined by GEOID03.
 QG0596
 QG0596.The dynamic height is computed by dividing the NAVD 88
 QG0596.geopotential number by the normal gravity value computed on the
 QG0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0596.degrees latitude (g = 980.6199 gals.).
 QG0596
 QG0596.The modeled gravity was interpolated from observed gravity values.
 QG0596
 QG0596;                    North         East    Units  Estimated Accuracy
 QG0596;SPC ME E     -   228,870.      298,270.      MT  (+/- 180 meters Scaled)
 QG0596
 QG0596                          SUPERSEDED SURVEY CONTROL
 QG0596
 QG0596  NGVD 29 (??/??/92)  124.980  (m)          410.04   (f) ADJ UNCH    2 0
 QG0596
 QG0596.Superseded values are not recommended for survey control.
 QG0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0596.See file dsdata.txt to determine how the superseded data were derived.
 QG0596
 QG0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL371637(NAD 83)
 QG0596_MARKER: DB = BENCH MARK DISK
 QG0596_SETTING: 80 = SET IN A BOULDER
 QG0596_SP_SET: BOULDER
 QG0596_STAMPING: A 138 1959
 QG0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0596+STABILITY: SURFACE MOTION
 QG0596
 QG0596  HISTORY     - Date     Condition        Report By
 QG0596  HISTORY     - 1959     MONUMENTED       CGS
 QG0596  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QG0596
 QG0596                          STATION DESCRIPTION
 QG0596
 QG0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QG0596'10.6 MI NE FROM MEDWAY.
 QG0596'5.3 MILES NORTH-NORTHWEST ALONG STATE HIGHWAY 11 FROM ITS
 QG0596'JUNCTION WITH STATE HIGHWAY 157 AT MEDWAY, THENCE 2.4 MILES
 QG0596'EAST ALONG MAIN TRAVELED GRAVEL ROAD, THENCE 2.9 MILES NORTHEAST
 QG0596'ALONG A GRAVEL ROAD, AT A LARGE LOGGING CAMP, NEAR THE
 QG0596'NORTHEAST CORNER OF CAMP, 62 FEET WEST OF THE CENTER LINE OF THE
 QG0596'MAIN ROAD, 33 FEET NORTH OF THE NORTHEAST CORNER OF A LOGGING
 QG0596'CAMP BARRACK, 10 FEET NORTH OF THE CENTER LINE OF A DRIVEWAY,
 QG0596'SET ON TOP OF A LARGE 6-BY 6-FOOT EMBEDDED GRANITE BOULDER
 QG0596'PROJECTING 1 FOOT ABOVE THE GROUND AND ABOUT 10 FEET ABOVE THE
 QG0596'LEVEL OF THE MAIN ROAD.
 QG0596
 QG0596                          STATION RECOVERY (1985)
 QG0596
 QG0596'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLM)
 QG0596'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1419 ***********************************************************************
 PE1419  DESIGNATION -  A 139
 PE1419  PID         -  PE1419
 PE1419  STATE/COUNTY-  ME/SAGADAHOC
 PE1419  USGS QUAD   -  BOWDOINHAM (1980)
 PE1419
 PE1419                         *CURRENT SURVEY CONTROL
 PE1419  ___________________________________________________________________
 PE1419* NAD 83(1986)-  44 01 52.     (N)    069 54 39.     (W)     SCALED    
 PE1419* NAVD 88     -        64.323  (meters)     211.03   (feet)  ADJUSTED  
 PE1419  ___________________________________________________________________
 PE1419  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 PE1419  DYNAMIC HT  -          64.316 (meters)     211.01  (feet)  COMP
 PE1419  MODELED GRAV-     980,509.0   (mgal)                       NAVD 88
 PE1419
 PE1419  VERT ORDER  -  SECOND    CLASS I
 PE1419
 PE1419.The horizontal coordinates were scaled from a topographic map and have
 PE1419.an estimated accuracy of +/- 6 seconds.
 PE1419
 PE1419.The orthometric height was determined by differential leveling
 PE1419.and adjusted by the National Geodetic Survey in June 1991..
 PE1419
 PE1419.The geoid height was determined by GEOID03.
 PE1419
 PE1419.The dynamic height is computed by dividing the NAVD 88
 PE1419.geopotential number by the normal gravity value computed on the
 PE1419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1419.degrees latitude (g = 980.6199 gals.).
 PE1419
 PE1419.The modeled gravity was interpolated from observed gravity values.
 PE1419
 PE1419;                    North         East    Units  Estimated Accuracy
 PE1419;SPC ME W     -   133,100.      920,510.      MT  (+/- 180 meters Scaled)
 PE1419
 PE1419                          SUPERSEDED SURVEY CONTROL
 PE1419
 PE1419  NGVD 29 (??/??/92)   64.524  (m)          211.69   (f) ADJ UNCH    2 1
 PE1419
 PE1419.Superseded values are not recommended for survey control.
 PE1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1419.See file dsdata.txt to determine how the superseded data were derived.
 PE1419
 PE1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ270757(NAD 83)
 PE1419_MARKER: DD = SURVEY DISK
 PE1419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1419_STAMPING: A 139 10 25 74
 PE1419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1419+STABILITY: SURFACE MOTION
 PE1419
 PE1419  HISTORY     - Date     Condition        Report By
 PE1419  HISTORY     - 1974     MONUMENTED       MEDT
 PE1419  HISTORY     - 1986     GOOD             USPSQD
 PE1419  HISTORY     - 19910418 GOOD             USPSQD
 PE1419
 PE1419                          STATION DESCRIPTION
 PE1419
 PE1419'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 PE1419'0.9 MI SW FROM BOWDOINHAM.
 PE1419'ABOUT 0.9 MILES SOUTHWESTERLY ALONG I-95 SOUTHBOUND FROM THE
 PE1419'STATE HIGHWAY 138 NORTH OVERPASS CROSSING I-95 AND ALSO ABOUT
 PE1419'100 FEET SOUTH OF THE CENTERLINE OF THE MILLAY ROAD IN THE TOWN
 PE1419'OF BOWDOINHAM, 149 FEET NORTHWEST OF THE CENTERLINE AND ABOUT 2
 PE1419'FEET BELOW THE SURFACE OF I-95 SOUTHBOUND.  ALSO 42 FEET
 PE1419'SOUTHWESTERLY (PARALLEL TO THE RIGHT-OF-WAY FENCE) FROM A
 PE1419'RIGHT-OF-WAY MONUMENT AND FENCE CORNER TO A DISK SET FLUSH IN
 PE1419'THE TOP OF A CYLINDRICAL CONCRETE POST PROJECTING 2 INCHES ABOVE
 PE1419'GROUND, AND 0.8 FOOT EAST OF THE RIGHT-OF-WAY FENCE AND METAL
 PE1419'WITNESS POST.
 PE1419
 PE1419                          STATION RECOVERY (1986)
 PE1419
 PE1419'RECOVERY NOTE BY US POWER SQUADRON 1986 (GM)
 PE1419'RECOVERED IN GOOD CONDITION.
 PE1419
 PE1419                          STATION RECOVERY (1991)
 PE1419
 PE1419'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 PE1419'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0155 ***********************************************************************
 QG0155  DESIGNATION -  A 139
 QG0155  PID         -  QG0155
 QG0155  STATE/COUNTY-  ME/AROOSTOOK
 QG0155  USGS QUAD   -  CRYSTAL (1989)
 QG0155
 QG0155                         *CURRENT SURVEY CONTROL
 QG0155  ___________________________________________________________________
 QG0155* NAD 83(1986)-  45 54 45.     (N)    068 21 20.     (W)     SCALED    
 QG0155* NAVD 88     -       214.028  (meters)     702.19   (feet)  ADJUSTED  
 QG0155  ___________________________________________________________________
 QG0155  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 QG0155  DYNAMIC HT  -         214.035 (meters)     702.21  (feet)  COMP
 QG0155  MODELED GRAV-     980,641.1   (mgal)                       NAVD 88
 QG0155
 QG0155  VERT ORDER  -  SECOND    CLASS 0
 QG0155
 QG0155.The horizontal coordinates were scaled from a topographic map and have
 QG0155.an estimated accuracy of +/- 6 seconds.
 QG0155
 QG0155.The orthometric height was determined by differential leveling
 QG0155.and adjusted by the National Geodetic Survey in June 1991..
 QG0155
 QG0155.The geoid height was determined by GEOID03.
 QG0155
 QG0155.The dynamic height is computed by dividing the NAVD 88
 QG0155.geopotential number by the normal gravity value computed on the
 QG0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0155.degrees latitude (g = 980.6199 gals.).
 QG0155
 QG0155.The modeled gravity was interpolated from observed gravity values.
 QG0155
 QG0155;                    North         East    Units  Estimated Accuracy
 QG0155;SPC ME E     -   249,560.      311,210.      MT  (+/- 180 meters Scaled)
 QG0155
 QG0155                          SUPERSEDED SURVEY CONTROL
 QG0155
 QG0155  NGVD 29 (??/??/92)  214.202  (m)          702.76   (f) ADJ UNCH    2 0
 QG0155
 QG0155.Superseded values are not recommended for survey control.
 QG0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0155.See file dsdata.txt to determine how the superseded data were derived.
 QG0155
 QG0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL499845(NAD 83)
 QG0155_MARKER: DB = BENCH MARK DISK
 QG0155_SETTING: 66 = SET IN ROCK OUTCROP
 QG0155_SP_SET: ROCK OUTCROP
 QG0155_STAMPING: A 139 1959
 QG0155_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0155+STABILITY: POSITION/ELEVATION WELL
 QG0155
 QG0155  HISTORY     - Date     Condition        Report By
 QG0155  HISTORY     - 1959     MONUMENTED       CGS
 QG0155
 QG0155                          STATION DESCRIPTION
 QG0155
 QG0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QG0155'3.2 MI NE FROM SHERMAN MILLS.
 QG0155'3.2 MILES NORTHEAST ALONG AN ASPHALT ROAD FROM THE POST OFFICE
 QG0155'AT SHERMAN MILLS, 0.1 MILE NORTHEAST OF A LARGE POTATO SHED,
 QG0155'ON THE TOP OF A FLAT OUTCROP, 18 FEET SOUTHEAST OF THE CENTER
 QG0155'LINE OF THE ASPHALT ROAD, 94 FEET EAST AND ACROSS THE ROAD FROM
 QG0155'TELEPHONE POLE NO. 127, 59 FEET SOUTH-SOUTHWEST AND ACROSS
 QG0155'THE ROAD FROM TELEPHONE POLE NO. 128, ABOUT 1 FOOT ABOVE THE
 QG0155'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0460 ***********************************************************************
 PE0460  DESIGNATION -  A 14
 PE0460  PID         -  PE0460
 PE0460  STATE/COUNTY-  ME/PENOBSCOT
 PE0460  USGS QUAD   -  HERMON (1978)
 PE0460
 PE0460                         *CURRENT SURVEY CONTROL
 PE0460  ___________________________________________________________________
 PE0460* NAD 83(1986)-  44 47 36.     (N)    068 55 32.     (W)     SCALED    
 PE0460* NAVD 88     -        46.807  (meters)     153.57   (feet)  ADJUSTED  
 PE0460  ___________________________________________________________________
 PE0460  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 PE0460  DYNAMIC HT  -          46.805 (meters)     153.56  (feet)  COMP
 PE0460  MODELED GRAV-     980,576.6   (mgal)                       NAVD 88
 PE0460  OBS GRAVITY -     980,574.8   (mgal)                       GRAV_OBS
 PE0460
 PE0460  VERT ORDER  -  FIRST     CLASS I
 PE0460
 PE0460.The horizontal coordinates were scaled from a topographic map and have
 PE0460.an estimated accuracy of +/- 6 seconds.
 PE0460
 PE0460.The orthometric height was determined by differential leveling
 PE0460.and adjusted by the National Geodetic Survey in June 1991..
 PE0460.WARNING-Repeat measurements at this control monument indicate possible
 PE0460.vertical movement.
 PE0460
 PE0460.The geoid height was determined by GEOID03.
 PE0460
 PE0460.The dynamic height is computed by dividing the NAVD 88
 PE0460.geopotential number by the normal gravity value computed on the
 PE0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0460.degrees latitude (g = 980.6199 gals.).
 PE0460
 PE0460.The modeled gravity was interpolated from observed gravity values.
 PE0460.The observed gravity was obtained from relative gravimeter ties
 PE0460.to the IGSN71 gravity network.
 PE0460
 PE0460;                    North         East    Units  Estimated Accuracy
 PE0460;SPC ME E     -   125,270.      266,330.      MT  (+/- 180 meters Scaled)
 PE0460
 PE0460                          SUPERSEDED SURVEY CONTROL
 PE0460
 PE0460  NGVD 29 (??/??/92)   47.019  (m)          154.26   (f) ADJ UNCH    1 1
 PE0460
 PE0460.Superseded values are not recommended for survey control.
 PE0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0460.See file dsdata.txt to determine how the superseded data were derived.
 PE0460
 PE0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK058599(NAD 83)
 PE0460_MARKER: DB = BENCH MARK DISK
 PE0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0460_STAMPING: A 14 1927 153.494
 PE0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0460+STABILITY: SURFACE MOTION
 PE0460
 PE0460  HISTORY     - Date     Condition        Report By
 PE0460  HISTORY     - 1927     MONUMENTED       CGS
 PE0460  HISTORY     - 1966     POOR             NGS
 PE0460  HISTORY     - 1978     POOR             DOD
 PE0460  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 PE0460
 PE0460                          STATION DESCRIPTION
 PE0460
 PE0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0460'6.2 MI E FROM CARMEL.
 PE0460'6.2 MILES EAST ALONG THE MAINE CENTRAL RAILROAD FROM THE OVERPASS
 PE0460'CROSSING OF U.S. HIGHWAY 2 AT CARMEL, ABOUT 0.15 MILE WEST OF
 PE0460'MILEPOST P128/V123, 69 FEET NORTHEAST OF THE CENTER OF THE
 PE0460'CROSSING OF KLATT ROAD, 44 1/2 FEET EAST OF AND ACROSS THE ROAD
 PE0460'FROM POWER POLE J4-51-20, 48.4 FEET NORTH OF THE NORTH RAIL,
 PE0460'24 FEET EAST OF THE CENTER LINE OF THE ROAD, ABOUT LEVEL WITH
 PE0460'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PE0460'0.9 FOOT.  NOTE-- THE ELEVATION OF THIS MARK SHOULD BE USED WITH
 PE0460'CAUTION.  IT APPEARS THAT THE POST HAS BEEN HEAVED BY FROST
 PE0460'ACTION.
 PE0460
 PE0460                          STATION RECOVERY (1978)
 PE0460
 PE0460'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE0460'MARK RECOVERED IN POOR CONDITION.
 PE0460
 PE0460                          STATION RECOVERY (1985)
 PE0460
 PE0460'RECOVERY NOTE BY US POWER SQUADRON 1985
 PE0460'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1421 ***********************************************************************
 PE1421  DESIGNATION -  A 140
 PE1421  PID         -  PE1421
 PE1421  STATE/COUNTY-  ME/SAGADAHOC
 PE1421  USGS QUAD   -  BOWDOINHAM (1980)
 PE1421
 PE1421                         *CURRENT SURVEY CONTROL
 PE1421  ___________________________________________________________________
 PE1421* NAD 83(1986)-  44 01 17.     (N)    069 54 58.     (W)     SCALED    
 PE1421* NAVD 88     -        55.206  (meters)     181.12   (feet)  ADJUSTED  
 PE1421  ___________________________________________________________________
 PE1421  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 PE1421  DYNAMIC HT  -          55.200 (meters)     181.10  (feet)  COMP
 PE1421  MODELED GRAV-     980,510.1   (mgal)                       NAVD 88
 PE1421
 PE1421  VERT ORDER  -  SECOND    CLASS I
 PE1421
 PE1421.The horizontal coordinates were scaled from a topographic map and have
 PE1421.an estimated accuracy of +/- 6 seconds.
 PE1421
 PE1421.The orthometric height was determined by differential leveling
 PE1421.and adjusted by the National Geodetic Survey in June 1991..
 PE1421
 PE1421.The geoid height was determined by GEOID03.
 PE1421
 PE1421.The dynamic height is computed by dividing the NAVD 88
 PE1421.geopotential number by the normal gravity value computed on the
 PE1421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1421.degrees latitude (g = 980.6199 gals.).
 PE1421
 PE1421.The modeled gravity was interpolated from observed gravity values.
 PE1421
 PE1421;                    North         East    Units  Estimated Accuracy
 PE1421;SPC ME W     -   132,020.      920,090.      MT  (+/- 180 meters Scaled)
 PE1421
 PE1421                          SUPERSEDED SURVEY CONTROL
 PE1421
 PE1421  NGVD 29 (??/??/92)   55.407  (m)          181.78   (f) ADJ UNCH    2 1
 PE1421
 PE1421.Superseded values are not recommended for survey control.
 PE1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1421.See file dsdata.txt to determine how the superseded data were derived.
 PE1421
 PE1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ265746(NAD 83)
 PE1421_MARKER: DD = SURVEY DISK
 PE1421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1421_STAMPING: A-140 10-24-74
 PE1421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1421+STABILITY: SURFACE MOTION
 PE1421
 PE1421  HISTORY     - Date     Condition        Report By
 PE1421  HISTORY     - 1974     MONUMENTED       MEDT
 PE1421  HISTORY     - 1986     GOOD             USPSQD
 PE1421  HISTORY     - 19910418 GOOD             USPSQD
 PE1421
 PE1421                          STATION DESCRIPTION
 PE1421
 PE1421'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 PE1421'1.6 MI SW FROM BOWDOINHAM.
 PE1421'ABOUT 1.6 MILES SOUTHWEST ALONG I-95 SOUTHBOUND FROM STATE
 PE1421'HIGHWAY 138 NORTH OVERPASS CROSSING OF I-95 AND ALSO ABOUT 0.70
 PE1421'MILE SOUTHWESTERLY ALONG I-95 SOUTHBOUND FROM THE MILLAY
 PE1421'ROAD OVERPASS CROSSING I-95, AND ABOUT 100 FEET NORTH OF THE
 PE1421'CENTERLINE OF THE NOW DISCONTINUED SECTION OF STATE HIGHWAY 125,
 PE1421'148 FEET NORTHWEST OF THE CENTERLINE AND 3 FEET BELOW THE
 PE1421'SURFACE OF I-95 SOUTHBOUND.  A DISK SET FLUSH IN THE TOP OF A
 PE1421'FLUSH CONCRETE POST, 2.3 FEET SOUTHEAST OF THE RIGHT-OF-WAY
 PE1421'FENCE AND 1.8 FEET SOUTHEASTERLY OF A METAL WITNESS POST.
 PE1421
 PE1421                          STATION RECOVERY (1986)
 PE1421
 PE1421'RECOVERY NOTE BY US POWER SQUADRON 1986 (GM)
 PE1421'RECOVERED IN GOOD CONDITION.
 PE1421
 PE1421                          STATION RECOVERY (1991)
 PE1421
 PE1421'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 PE1421'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0027 ***********************************************************************
 RE0027  DESIGNATION -  A 140
 RE0027  PID         -  RE0027
 RE0027  STATE/COUNTY-  ME/AROOSTOOK
 RE0027  USGS QUAD   -  TWIN BROOK (1984)
 RE0027
 RE0027                         *CURRENT SURVEY CONTROL
 RE0027  ___________________________________________________________________
 RE0027* NAD 83(1986)-  46 07 34.     (N)    067 54 24.     (W)     SCALED    
 RE0027* NAVD 88     -       130.874  (meters)     429.38   (feet)  ADJUSTED  
 RE0027  ___________________________________________________________________
 RE0027  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 RE0027  DYNAMIC HT  -         130.881 (meters)     429.40  (feet)  COMP
 RE0027  MODELED GRAV-     980,668.7   (mgal)                       NAVD 88
 RE0027
 RE0027  VERT ORDER  -  SECOND    CLASS 0
 RE0027
 RE0027.The horizontal coordinates were scaled from a topographic map and have
 RE0027.an estimated accuracy of +/- 6 seconds.
 RE0027
 RE0027.The orthometric height was determined by differential leveling
 RE0027.and adjusted by the National Geodetic Survey in June 1991..
 RE0027
 RE0027.The geoid height was determined by GEOID03.
 RE0027
 RE0027.The dynamic height is computed by dividing the NAVD 88
 RE0027.geopotential number by the normal gravity value computed on the
 RE0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0027.degrees latitude (g = 980.6199 gals.).
 RE0027
 RE0027.The modeled gravity was interpolated from observed gravity values.
 RE0027
 RE0027;                    North         East    Units  Estimated Accuracy
 RE0027;SPC ME E     -   273,460.      345,850.      MT  (+/- 180 meters Scaled)
 RE0027
 RE0027                          SUPERSEDED SURVEY CONTROL
 RE0027
 RE0027  NGVD 29 (??/??/92)  131.062  (m)          429.99   (f) ADJ UNCH    2 0
 RE0027
 RE0027.Superseded values are not recommended for survey control.
 RE0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0027.See file dsdata.txt to determine how the superseded data were derived.
 RE0027
 RE0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM844086(NAD 83)
 RE0027_MARKER: DB = BENCH MARK DISK
 RE0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RE0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RE0027_STAMPING: A 140 1959
 RE0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RE0027+STABILITY: SURFACE MOTION
 RE0027
 RE0027  HISTORY     - Date     Condition        Report By
 RE0027  HISTORY     - 1959     MONUMENTED       CGS
 RE0027  HISTORY     - 1978     MARK NOT FOUND   NGS
 RE0027
 RE0027                          STATION DESCRIPTION
 RE0027
 RE0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RE0027'3.2 MI W FROM HOULTON.
 RE0027'ABOUT 3.2 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION
 RE0027'U.S. HIGHWAY 1 AT HOULTON, 0.1 MILE WEST OF THE HOULTON-NEW
 RE0027'LIMERICK TOWN LINE, IN LINE WITH A ROW OF POWER LINE POLES,
 RE0027'19 1/2 FEET NORTH OF CENTERLINE OF HIGHWAY, 54 FEET SOUTH OF A
 RE0027'36-INCH MAPLE TREE IN A PASTURE, 144 FEET WEST OF CENTERLINE OF A
 RE0027'PRIVATE DRIVEWAY LEADING NORTH TO FARM HOUSE, 52 1/2 FEET
 RE0027'NORTHEAST ALONG HIGHWAY FROM TELEPHONE POLE NO. 245-1370, 3
 RE0027'FEET WEST OF POWER LINE POLE, SET IN TOP OF A CONCRETE POST
 RE0027'PROJECTING 4 INCHES ABOVE THE GROUND AND ABOUT LEVEL WITH THE
 RE0027'HIGHWAY.
 RE0027
 RE0027                          STATION RECOVERY (1978)
 RE0027
 RE0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 RE0027'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1422 ***********************************************************************
 PE1422  DESIGNATION -  A 141
 PE1422  PID         -  PE1422
 PE1422  STATE/COUNTY-  ME/SAGADAHOC
 PE1422  USGS QUAD   -  BOWDOINHAM (1980)
 PE1422
 PE1422                         *CURRENT SURVEY CONTROL
 PE1422  ___________________________________________________________________
 PE1422* NAD 83(1986)-  44 00 54.     (N)    069 54 59.     (W)     SCALED    
 PE1422* NAVD 88     -        52.120  (meters)     171.00   (feet)  ADJUSTED  
 PE1422  ___________________________________________________________________
 PE1422  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 PE1422  DYNAMIC HT  -          52.114 (meters)     170.98  (feet)  COMP
 PE1422  MODELED GRAV-     980,511.2   (mgal)                       NAVD 88
 PE1422
 PE1422  VERT ORDER  -  SECOND    CLASS I
 PE1422
 PE1422.The horizontal coordinates were scaled from a topographic map and have
 PE1422.an estimated accuracy of +/- 6 seconds.
 PE1422
 PE1422.The orthometric height was determined by differential leveling
 PE1422.and adjusted by the National Geodetic Survey in June 1991..
 PE1422
 PE1422.The geoid height was determined by GEOID03.
 PE1422
 PE1422.The dynamic height is computed by dividing the NAVD 88
 PE1422.geopotential number by the normal gravity value computed on the
 PE1422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1422.degrees latitude (g = 980.6199 gals.).
 PE1422
 PE1422.The modeled gravity was interpolated from observed gravity values.
 PE1422
 PE1422;                    North         East    Units  Estimated Accuracy
 PE1422;SPC ME W     -   131,310.      920,070.      MT  (+/- 180 meters Scaled)
 PE1422
 PE1422                          SUPERSEDED SURVEY CONTROL
 PE1422
 PE1422  NGVD 29 (??/??/92)   52.321  (m)          171.66   (f) ADJ UNCH    2 1
 PE1422
 PE1422.Superseded values are not recommended for survey control.
 PE1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1422.See file dsdata.txt to determine how the superseded data were derived.
 PE1422
 PE1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ265739(NAD 83)
 PE1422_MARKER: DD = SURVEY DISK
 PE1422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1422_STAMPING: A-141 10-25-74
 PE1422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1422+STABILITY: SURFACE MOTION
 PE1422
 PE1422  HISTORY     - Date     Condition        Report By
 PE1422  HISTORY     - 1974     MONUMENTED       MEDT
 PE1422  HISTORY     - 1986     GOOD             USPSQD
 PE1422  HISTORY     - 19910418 GOOD             USPSQD
 PE1422
 PE1422                          STATION DESCRIPTION
 PE1422
 PE1422'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 PE1422'2.1 MI SW FROM BOWDOINHAM.
 PE1422'ABOUT 2.1 MILES SOUTHWESTERLY ALONG I-95 SOUTHBOUND FROM
 PE1422'STATE HIGHWAY 138 NORTH OVERPASS CROSSING I-95 AND ALSO 0.05
 PE1422'MILES SOUTHWESTERLY FROM THE I-95 SOUTH OVERPASS CROSSING OF
 PE1422'STATE HIGHWAY 138, 97 FEET NORTHWEST OF THE CENTERLINE AND
 PE1422'2 FEET BELOW THE SURFACE OF I-95 SOUTHBOUND.  A DISK SET FLUSH
 PE1422'IN THE TOP OF A FLUSH CONCRETE POST 2 FEET EAST OF A METAL
 PE1422'WITNESS POST.
 PE1422
 PE1422                          STATION RECOVERY (1986)
 PE1422
 PE1422'RECOVERY NOTE BY US POWER SQUADRON 1986 (GM)
 PE1422'RECOVERED IN GOOD CONDITION.
 PE1422
 PE1422                          STATION RECOVERY (1991)
 PE1422
 PE1422'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 PE1422'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1423 ***********************************************************************
 PE1423  DESIGNATION -  A 142
 PE1423  PID         -  PE1423
 PE1423  STATE/COUNTY-  ME/SAGADAHOC
 PE1423  USGS QUAD   -  BOWDOINHAM (1980)
 PE1423
 PE1423                         *CURRENT SURVEY CONTROL
 PE1423  ___________________________________________________________________
 PE1423* NAD 83(1986)-  44 00 11.     (N)    069 55 35.     (W)     SCALED    
 PE1423* NAVD 88     -        62.426  (meters)     204.81   (feet)  ADJUSTED  
 PE1423  ___________________________________________________________________
 PE1423  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 PE1423  DYNAMIC HT  -          62.419 (meters)     204.79  (feet)  COMP
 PE1423  MODELED GRAV-     980,512.0   (mgal)                       NAVD 88
 PE1423
 PE1423  VERT ORDER  -  SECOND    CLASS I
 PE1423
 PE1423.The horizontal coordinates were scaled from a topographic map and have
 PE1423.an estimated accuracy of +/- 6 seconds.
 PE1423
 PE1423.The orthometric height was determined by differential leveling
 PE1423.and adjusted by the National Geodetic Survey in June 1991..
 PE1423
 PE1423.The geoid height was determined by GEOID03.
 PE1423
 PE1423.The dynamic height is computed by dividing the NAVD 88
 PE1423.geopotential number by the normal gravity value computed on the
 PE1423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1423.degrees latitude (g = 980.6199 gals.).
 PE1423
 PE1423.The modeled gravity was interpolated from observed gravity values.
 PE1423
 PE1423;                    North         East    Units  Estimated Accuracy
 PE1423;SPC ME W     -   129,980.      919,270.      MT  (+/- 180 meters Scaled)
 PE1423
 PE1423                          SUPERSEDED SURVEY CONTROL
 PE1423
 PE1423  NGVD 29 (??/??/92)   62.626  (m)          205.47   (f) ADJ UNCH    2 1
 PE1423
 PE1423.Superseded values are not recommended for survey control.
 PE1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1423.See file dsdata.txt to determine how the superseded data were derived.
 PE1423
 PE1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ257726(NAD 83)
 PE1423_MARKER: DD = SURVEY DISK
 PE1423_SETTING: 66 = SET IN ROCK OUTCROP
 PE1423_SP_SET: ROCK OUTCROP
 PE1423_STAMPING: A-142 10-25-74
 PE1423_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1423+STABILITY: POSITION/ELEVATION WELL
 PE1423
 PE1423  HISTORY     - Date     Condition        Report By
 PE1423  HISTORY     - 1974     MONUMENTED       MEDT
 PE1423  HISTORY     - 19910418 GOOD             USPSQD
 PE1423
 PE1423                          STATION DESCRIPTION
 PE1423
 PE1423'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 PE1423'3 MI SW FROM BOWDOINHAM.
 PE1423'ABOUT 3.05 MILES SOUTHWEST ALONG I-95 SOUTHBOUND FROM THE
 PE1423'STATE HIGHWAY 138 NORTH OVERPASS CROSSING OF I-95 AND ALSO ABOUT
 PE1423'1 MILE SOUTHWESTERLY ALONG I-95 SOUTHBOUND FROM THE I-95 SOUTH
 PE1423'OVERPASS CROSSING OF STATE HIGHWAY 138 IN THE TOWN OF
 PE1423'BOWDOINHAM, 15 FEET NORTH OF A EASTWEST STONE WALL ALONG THE
 PE1423'NORTH SIDE OF AN OLD JEEP ROAD, 114 FEET NORTHWEST OF THE
 PE1423'CENTERLINE AND ABOUT 2 FEET ABOVE THE SURFACE OF I-95 SOUTHBOUND.
 PE1423'A DISK SET IN THE TOP OF A 4 FOOT DIAMETER ROCK OUTCROP, 36.4
 PE1423'FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE AND 5.4 FEET SOUTHEAST
 PE1423'OF A METAL WITNESS MARKER NAILED TO A TREE.
 PE1423
 PE1423                          STATION RECOVERY (1991)
 PE1423
 PE1423'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 PE1423'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0258 ***********************************************************************
 OB0258  DESIGNATION -  A 143
 OB0258  PID         -  OB0258
 OB0258  STATE/COUNTY-  ME/SAGADAHOC
 OB0258  USGS QUAD   -  BRUNSWICK (1980)
 OB0258
 OB0258                         *CURRENT SURVEY CONTROL
 OB0258  ___________________________________________________________________
 OB0258* NAD 83(1986)-  43 59 32.     (N)    069 56 13.     (W)     SCALED    
 OB0258* NAVD 88     -        45.280  (meters)     148.56   (feet)  ADJUSTED  
 OB0258  ___________________________________________________________________
 OB0258  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 OB0258  DYNAMIC HT  -          45.275 (meters)     148.54  (feet)  COMP
 OB0258  MODELED GRAV-     980,511.7   (mgal)                       NAVD 88
 OB0258
 OB0258  VERT ORDER  -  SECOND    CLASS I
 OB0258
 OB0258.The horizontal coordinates were scaled from a topographic map and have
 OB0258.an estimated accuracy of +/- 6 seconds.
 OB0258
 OB0258.The orthometric height was determined by differential leveling
 OB0258.and adjusted by the National Geodetic Survey in June 1991..
 OB0258
 OB0258.The geoid height was determined by GEOID03.
 OB0258
 OB0258.The dynamic height is computed by dividing the NAVD 88
 OB0258.geopotential number by the normal gravity value computed on the
 OB0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0258.degrees latitude (g = 980.6199 gals.).
 OB0258
 OB0258.The modeled gravity was interpolated from observed gravity values.
 OB0258
 OB0258;                    North         East    Units  Estimated Accuracy
 OB0258;SPC ME W     -   128,780.      918,430.      MT  (+/- 180 meters Scaled)
 OB0258
 OB0258                          SUPERSEDED SURVEY CONTROL
 OB0258
 OB0258  NGVD 29 (??/??/92)   45.480  (m)          149.21   (f) ADJ UNCH    2 1
 OB0258
 OB0258.Superseded values are not recommended for survey control.
 OB0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0258.See file dsdata.txt to determine how the superseded data were derived.
 OB0258
 OB0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ248714(NAD 83)
 OB0258_MARKER: DD = SURVEY DISK
 OB0258_SETTING: 66 = SET IN ROCK OUTCROP
 OB0258_SP_SET: ROCK LEDGE
 OB0258_STAMPING: A-143
 OB0258_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0258+STABILITY: POSITION/ELEVATION WELL
 OB0258
 OB0258  HISTORY     - Date     Condition        Report By
 OB0258  HISTORY     - UNK      MONUMENTED       MEDT
 OB0258  HISTORY     - 1974     GOOD             MEDT
 OB0258
 OB0258                          STATION DESCRIPTION
 OB0258
 OB0258'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 OB0258'4.15 MI SW FROM BOWDOINHAM.
 OB0258'ABOUT 4.15 MILES SOUTHWESTERLY ALONG I-95 SOUTHBOUND FROM THE STATE
 OB0258'HIGHWAY 138 NORTH OVERPASS CROSSING OF I-95 AND ALSO ABOUT 2.1 MILES
 OB0258'SOUTHWESTERLY ALONG I-95 SOUTHBOUND FROM THE I-95 SOUTH OVERPASS
 OB0258'CROSSING OF STATE HIGHWAY 138, AND ABOUT 300 FEET SOUTH OF A 3-FOOT
 OB0258'CONCRETE CULVERT CROSSING DIAGONALLY UNDER I-95 SOUTHBOUND IN THE TOWN
 OB0258'OF BOWDOIN, 117 FEET NORTHWEST OF THE CENTERLINE, AND ABOUT 1/2 FOOT
 OB0258'ABOVE THE SURFACE OF I-95 SOUTHBOUND.  A DISK SET FLUSH IN THE TOP OF
 OB0258'A 20 FOOT LEDGE OUTCROP WITH A 10 FOOT SLOPING WESTERLY FACE. NOTE--
 OB0258'ALSO ABOUT 75 FEET EASTERLY FROM A NORTH-SOUTH AERIAL UTILITY CABLE
 OB0258'AND ABOUT MIDWAY BETWEEN POLES NO. 287 AND NO. 288.  DISK IS 33 FEET
 OB0258'SOUTHEAST OF RIGHT-OF-WAY FENCE AND 5.2 FEET NORTHWEST OF A METAL
 OB0258'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0263 ***********************************************************************
 PE0263  DESIGNATION -  A 144
 PE0263  PID         -  PE0263
 PE0263  STATE/COUNTY-  ME/HANCOCK
 PE0263  USGS QUAD   -  SALSBURY COVE (1981)
 PE0263
 PE0263                         *CURRENT SURVEY CONTROL
 PE0263  ___________________________________________________________________
 PE0263* NAD 83(1986)-  44 26 59.     (N)    068 21 51.     (W)     SCALED    
 PE0263* NAVD 88     -        26.496  (meters)      86.93   (feet)  ADJUSTED  
 PE0263  ___________________________________________________________________
 PE0263  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 PE0263  DYNAMIC HT  -          26.495 (meters)      86.93  (feet)  COMP
 PE0263  MODELED GRAV-     980,567.0   (mgal)                       NAVD 88
 PE0263
 PE0263  VERT ORDER  -  SECOND    CLASS 0
 PE0263
 PE0263.This mark is at Hancock Co-Bar Harbor Airport (BHB)
 PE0263
 PE0263.The horizontal coordinates were scaled from a topographic map and have
 PE0263.an estimated accuracy of +/- 6 seconds.
 PE0263
 PE0263.The orthometric height was determined by differential leveling
 PE0263.and adjusted by the National Geodetic Survey in June 1991..
 PE0263
 PE0263.The geoid height was determined by GEOID03.
 PE0263
 PE0263.The dynamic height is computed by dividing the NAVD 88
 PE0263.geopotential number by the normal gravity value computed on the
 PE0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0263.degrees latitude (g = 980.6199 gals.).
 PE0263
 PE0263.The modeled gravity was interpolated from observed gravity values.
 PE0263
 PE0263;                    North         East    Units  Estimated Accuracy
 PE0263;SPC ME E     -    87,010.      310,810.      MT  (+/- 180 meters Scaled)
 PE0263
 PE0263                          SUPERSEDED SURVEY CONTROL
 PE0263
 PE0263  NGVD 29 (??/??/92)   26.687  (m)           87.56   (f) ADJ UNCH    2 0
 PE0263
 PE0263.Superseded values are not recommended for survey control.
 PE0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0263.See file dsdata.txt to determine how the superseded data were derived.
 PE0263
 PE0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK505220(NAD 83)
 PE0263_MARKER: DB = BENCH MARK DISK
 PE0263_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE0263_SP_SET: HANGAR FOUNDATION
 PE0263_STAMPING: A 144 1962
 PE0263_MARK LOGO: CGS   
 PE0263_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PE0263_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0263
 PE0263  HISTORY     - Date     Condition        Report By
 PE0263  HISTORY     - 1962     MONUMENTED       CGS
 PE0263  HISTORY     - 1965     GOOD             NGS
 PE0263  HISTORY     - 1975     GOOD             NGS
 PE0263  HISTORY     - 1982     GOOD             USGS
 PE0263  HISTORY     - 19910615 GOOD             CGS
 PE0263  HISTORY     - 19951011 MARK NOT FOUND   CHANCE
 PE0263
 PE0263                          STATION DESCRIPTION
 PE0263
 PE0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 PE0263'7.8 MI S FROM ELLSWORTH.
 PE0263'1.3 MILES SOUTH AND EAST FROM THE ELLSWORTH POST OFFICE TO
 PE0263'THE TRIANGLE ON U.S. HIGHWAY 1 AND STATE HIGHWAY 3, THENCE
 PE0263'SOUTH ON 3 FOR 6.55 MILES TO THE AIRPORT ROAD ON THE LEFT,
 PE0263'THENCE LEFT 0.15 MILE TO BAR HARBOR AIRPORT.  SET IN A DRILL
 PE0263'HOLE IN THE NORTHEAST CONCRETE FOUNDATION WITHIN THE
 PE0263'SOUTHWESTERNMOST HANGAR, 19.5 FEET NORTHWEST OF THE EAST
 PE0263'INSIDE CORNER OF THE HANGAR AND 6 INCHES ABOVE THE FLOOR.
 PE0263
 PE0263                          STATION RECOVERY (1975)
 PE0263
 PE0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 PE0263'RECOVERED IN GOOD CONDITION.
 PE0263
 PE0263                          STATION RECOVERY (1982)
 PE0263
 PE0263'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 PE0263'RECOVERED IN GOOD CONDITION.
 PE0263
 PE0263                          STATION RECOVERY (1991)
 PE0263
 PE0263'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1991
 PE0263'LOCATED NEAR THE OLD TERMINAL COMPLEX AT THE HANCOCK COUNTY-BAR HARBOR
 PE0263'AIRPORT IN THE FOUNDATION OF A NOW-DEMOLISHED HANGAR.  THE STATION IS
 PE0263'SET IN A DRILL HOLE IN THE NORTHEAST SECTION OF THE CONCRETE
 PE0263'FOUNDATION ON THE INSIDE OF THE FOUNDATION.  IT IS 19.5 FT (5.9 M)
 PE0263'NORTHWEST OF THE EAST INSIDE CORNER OF THE FOUNDATION.  THE STATION IS
 PE0263'A STANDARD BENCH MARK DISK STAMPED A 144 1962 AND IS 6 INCHES ABOVE
 PE0263'THE FLOOR.  NOTE- ALL BUILDINGS HAVE BEEN REMOVED FOUNDATIONS STILL
 PE0263'EXIST. JLD 5/86
 PE0263
 PE0263                          STATION RECOVERY (1995)
 PE0263
 PE0263'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KB)
 PE0263'NOT FOUND.  ALL FOUNDATIONS HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0259 ***********************************************************************
 OB0259  DESIGNATION -  A 144
 OB0259  PID         -  OB0259
 OB0259  STATE/COUNTY-  ME/SAGADAHOC
 OB0259  USGS QUAD   -  BRUNSWICK (1980)
 OB0259
 OB0259                         *CURRENT SURVEY CONTROL
 OB0259  ___________________________________________________________________
 OB0259* NAD 83(1986)-  43 58 54.     (N)    069 56 41.     (W)     SCALED    
 OB0259* NAVD 88     -        40.295  (meters)     132.20   (feet)  ADJUSTED  
 OB0259  ___________________________________________________________________
 OB0259  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 OB0259  DYNAMIC HT  -          40.291 (meters)     132.19  (feet)  COMP
 OB0259  MODELED GRAV-     980,512.4   (mgal)                       NAVD 88
 OB0259
 OB0259  VERT ORDER  -  SECOND    CLASS I
 OB0259
 OB0259.The horizontal coordinates were scaled from a topographic map and have
 OB0259.an estimated accuracy of +/- 6 seconds.
 OB0259
 OB0259.The orthometric height was determined by differential leveling
 OB0259.and adjusted by the National Geodetic Survey in June 1991..
 OB0259
 OB0259.The geoid height was determined by GEOID03.
 OB0259
 OB0259.The dynamic height is computed by dividing the NAVD 88
 OB0259.geopotential number by the normal gravity value computed on the
 OB0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0259.degrees latitude (g = 980.6199 gals.).
 OB0259
 OB0259.The modeled gravity was interpolated from observed gravity values.
 OB0259
 OB0259;                    North         East    Units  Estimated Accuracy
 OB0259;SPC ME W     -   127,600.      917,810.      MT  (+/- 180 meters Scaled)
 OB0259
 OB0259                          SUPERSEDED SURVEY CONTROL
 OB0259
 OB0259  NGVD 29 (??/??/92)   40.494  (m)          132.85   (f) ADJ UNCH    2 1
 OB0259
 OB0259.Superseded values are not recommended for survey control.
 OB0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0259.See file dsdata.txt to determine how the superseded data were derived.
 OB0259
 OB0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ242702(NAD 83)
 OB0259_MARKER: DD = SURVEY DISK
 OB0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OB0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OB0259_STAMPING: A-144 10-25-74
 OB0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OB0259+STABILITY: SURFACE MOTION
 OB0259
 OB0259  HISTORY     - Date     Condition        Report By
 OB0259  HISTORY     - 1974     MONUMENTED       MEDT
 OB0259  HISTORY     - 19910418 MARK NOT FOUND   USPSQD
 OB0259
 OB0259                          STATION DESCRIPTION
 OB0259
 OB0259'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 OB0259'5 MI SW FROM BOWDOINHAM.
 OB0259'ABOUT 5.0 MILES SOUTHWEST ALONG I-95 SOUTHBOUND FROM THE STATE HIGHWAY
 OB0259'138 NORTH OVERPASS CROSSING OF I-95 AND ALSO ABOUT 2.95 MILES
 OB0259'SOUTHWESTERLY ALONG I-95 SOUTHBOUND FROM THE I-95 SOUTH OVERPASS
 OB0259'CROSSING OF STATE HIGHWAY 138, AND ABOUT 1 MILE NORTHEASTERLY FROM THE
 OB0259'HIGH VOLTAGE ELECTRICAL LINE WHICH CROSSES I-95 AND 0.10 MILE NORTH OF
 OB0259'A 200 FOOT LEDGE CUT WHICH IS IN THE MEDIAN STRIP BETWEEN THE
 OB0259'NORTHBOUND AND SOUTHBOUND LANES OF I-95, 144 FEET NORTHWEST OF THE
 OB0259'CENTERLINE AND 2 FEET BELOW THE SURFACE OF I-95 SOUTHBOUND IN THE TOWN
 OB0259'OF TOPSHAM.  A DISK SET FLUSH IN THE TOP OF A FLUSH CONCRETE POST 5.2
 OB0259'FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE AND 3.6 FEET SOUTHEAST OF A
 OB0259'METAL WITNESS POST.
 OB0259
 OB0259                          STATION RECOVERY (1991)
 OB0259
 OB0259'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OB0259'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0294 ***********************************************************************
 PE0294  DESIGNATION -  A 145
 PE0294  PID         -  PE0294
 PE0294  STATE/COUNTY-  ME/HANCOCK
 PE0294  USGS QUAD   -  SOUTHWEST HARBOR (1983)
 PE0294
 PE0294                         *CURRENT SURVEY CONTROL
 PE0294  ___________________________________________________________________
 PE0294* NAD 83(1986)-  44 17 20.     (N)    068 19 45.     (W)     SCALED    
 PE0294* NAVD 88     -         5.095  (meters)      16.72   (feet)  ADJUSTED  
 PE0294  ___________________________________________________________________
 PE0294  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 PE0294  DYNAMIC HT  -           5.094 (meters)      16.71  (feet)  COMP
 PE0294  MODELED GRAV-     980,560.6   (mgal)                       NAVD 88
 PE0294
 PE0294  VERT ORDER  -  SECOND    CLASS 0
 PE0294
 PE0294.The horizontal coordinates were scaled from a topographic map and have
 PE0294.an estimated accuracy of +/- 6 seconds.
 PE0294
 PE0294.The orthometric height was determined by differential leveling
 PE0294.and adjusted by the National Geodetic Survey in June 1991..
 PE0294
 PE0294.The geoid height was determined by GEOID03.
 PE0294
 PE0294.The dynamic height is computed by dividing the NAVD 88
 PE0294.geopotential number by the normal gravity value computed on the
 PE0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0294.degrees latitude (g = 980.6199 gals.).
 PE0294
 PE0294.The modeled gravity was interpolated from observed gravity values.
 PE0294
 PE0294;                    North         East    Units  Estimated Accuracy
 PE0294;SPC ME E     -    69,140.      313,630.      MT  (+/- 180 meters Scaled)
 PE0294
 PE0294                          SUPERSEDED SURVEY CONTROL
 PE0294
 PE0294  NGVD 29 (??/??/92)    5.287  (m)           17.35   (f) ADJ UNCH    2 0
 PE0294
 PE0294.Superseded values are not recommended for survey control.
 PE0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0294.See file dsdata.txt to determine how the superseded data were derived.
 PE0294
 PE0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK535041(NAD 83)
 PE0294_MARKER: DB = BENCH MARK DISK
 PE0294_SETTING: 80 = SET IN A BOULDER
 PE0294_SP_SET: BOULDER
 PE0294_STAMPING: A 145 1962
 PE0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0294+STABILITY: SURFACE MOTION
 PE0294
 PE0294  HISTORY     - Date     Condition        Report By
 PE0294  HISTORY     - 1962     MONUMENTED       CGS
 PE0294  HISTORY     - 20050921 GOOD             USPSQD
 PE0294
 PE0294                          STATION DESCRIPTION
 PE0294
 PE0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PE0294'0.7 MI N FROM SOUTHWEST HARBOR.
 PE0294'0.7 MILE NORTH ON STATE HIGHWAY 102 FROM THE POST OFFICE AT
 PE0294'SOUTHWEST HARBOR.  SET IN A DRILL HOLE IN THE TOP AND CENTER OF
 PE0294'A 4 BY 3 FOOT BOULDER IN THE FRONT YARD OF A RESIDENCE.  THE
 PE0294'BOULDER PROJECTS 1.5 FEET ABOVE THE GROUND.  93 FEET WEST OF THE
 PE0294'CENTER LINE OF STATE HIGHWAY 102, 39 FEET EAST OF THE SOUTHEAST
 PE0294'CORNER OF THE HOUSE, 30 FEET SOUTHWEST OF THE SOUTH END OF A
 PE0294'FOOT-BRIDGE OVER A SMALL STREAM, AND 1 FOOT ABOVE THE HIGHWAY.
 PE0294
 PE0294                          STATION RECOVERY (2005)
 PE0294
 PE0294'RECOVERY NOTE BY US POWER SQUADRON 2005 (AHE)
 PE0294'THE POST OFFICE IS NO LONGER ON STATE HIGHWAY 102. SHOULD NOW READ 1.2
 PE0294'MILES SOUTH AND SOUTHWEST ON HIGHWAY 102 FROM A MEMORIAL PARK AT
 PE0294'TRAFFIC LIGHT. MARK IS DUE EAST DIAGONALLY ACROSS THE HIGHWAY FROM
 PE0294'POLE 62S.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0260 ***********************************************************************
 OB0260  DESIGNATION -  A 145
 OB0260  PID         -  OB0260
 OB0260  STATE/COUNTY-  ME/SAGADAHOC
 OB0260  USGS QUAD   -  BRUNSWICK (1980)
 OB0260
 OB0260                         *CURRENT SURVEY CONTROL
 OB0260  ___________________________________________________________________
 OB0260* NAD 83(1986)-  43 58 02.     (N)    069 57 19.     (W)     SCALED    
 OB0260* NAVD 88     -        31.386  (meters)     102.97   (feet)  ADJUSTED  
 OB0260  ___________________________________________________________________
 OB0260  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 OB0260  DYNAMIC HT  -          31.382 (meters)     102.96  (feet)  COMP
 OB0260  MODELED GRAV-     980,513.3   (mgal)                       NAVD 88
 OB0260
 OB0260  VERT ORDER  -  SECOND    CLASS I
 OB0260
 OB0260.The horizontal coordinates were scaled from a topographic map and have
 OB0260.an estimated accuracy of +/- 6 seconds.
 OB0260
 OB0260.The orthometric height was determined by differential leveling
 OB0260.and adjusted by the National Geodetic Survey in June 1991..
 OB0260
 OB0260.The geoid height was determined by GEOID03.
 OB0260
 OB0260.The dynamic height is computed by dividing the NAVD 88
 OB0260.geopotential number by the normal gravity value computed on the
 OB0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0260.degrees latitude (g = 980.6199 gals.).
 OB0260
 OB0260.The modeled gravity was interpolated from observed gravity values.
 OB0260
 OB0260;                    North         East    Units  Estimated Accuracy
 OB0260;SPC ME W     -   125,990.      916,960.      MT  (+/- 180 meters Scaled)
 OB0260
 OB0260                          SUPERSEDED SURVEY CONTROL
 OB0260
 OB0260  NGVD 29 (??/??/92)   31.583  (m)          103.62   (f) ADJ UNCH    2 1
 OB0260
 OB0260.Superseded values are not recommended for survey control.
 OB0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0260.See file dsdata.txt to determine how the superseded data were derived.
 OB0260
 OB0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ233686(NAD 83)
 OB0260_MARKER: DD = SURVEY DISK
 OB0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OB0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OB0260_STAMPING: A-145 10-25-74
 OB0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OB0260+STABILITY: SURFACE MOTION
 OB0260
 OB0260  HISTORY     - Date     Condition        Report By
 OB0260  HISTORY     - 1974     MONUMENTED       MEDT
 OB0260  HISTORY     - 19910418 GOOD             USPSQD
 OB0260
 OB0260                          STATION DESCRIPTION
 OB0260
 OB0260'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 OB0260'2.1 MI NE FROM TOPSHAM.
 OB0260'ABOUT 2.1 MILES NORTHEAST ALONG I-95 SOUTHBOUND FROM THE STATE HIGHWAY
 OB0260'196 OVERPASS CROSSING I-95 IN TOPSHAM (AND ALSO ABOUT 6.05 MILES
 OB0260'SOUTHWESTERLY ALONG I-95 SOUTHBOUND FROM THE STATE HIGHWAY 138 NORTH
 OB0260'OVERPASS CROSSING OF I-95) AT THE HIGH VOLTAGE POWER LINE WHICH
 OB0260'CROSSES OVER I-95 SOUTHBOUND IN TOPSHAM.  A DISK SET FLUSH IN THE TOP
 OB0260'OF A CYLINDRICAL CONCRETE POST, 6.3 FEET NORTHEAST OF THE POWER POLE
 OB0260'NEAREST TO THE CENTERLINE OF I-95 SOUTHBOUND, 120 FEET NORTHWESTERLY
 OB0260'FROM THE CENTERLINE AND 30.4 FEET SOUTHEASTERLY FROM THE RIGHT-OF-WAY
 OB0260'FENCE AND PROJECTING 4 INCHES.
 OB0260
 OB0260                          STATION RECOVERY (1991)
 OB0260
 OB0260'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OB0260'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0263 ***********************************************************************
 PD0263  DESIGNATION -  A 146
 PD0263  PID         -  PD0263
 PD0263  STATE/COUNTY-  ME/HANCOCK
 PD0263  USGS QUAD   -  PETIT MANAN POINT (1977)
 PD0263
 PD0263                         *CURRENT SURVEY CONTROL
 PD0263  ___________________________________________________________________
 PD0263* NAD 83(1986)-  44 24 25.     (N)    067 58 48.     (W)     SCALED    
 PD0263* NAVD 88     -        18.230  (meters)      59.81   (feet)  ADJUSTED  
 PD0263  ___________________________________________________________________
 PD0263  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 PD0263  DYNAMIC HT  -          18.229 (meters)      59.81  (feet)  COMP
 PD0263  MODELED GRAV-     980,569.2   (mgal)                       NAVD 88
 PD0263
 PD0263  VERT ORDER  -  SECOND    CLASS 0
 PD0263
 PD0263.The horizontal coordinates were scaled from a topographic map and have
 PD0263.an estimated accuracy of +/- 6 seconds.
 PD0263
 PD0263.The orthometric height was determined by differential leveling
 PD0263.and adjusted by the National Geodetic Survey in June 1991..
 PD0263
 PD0263.The geoid height was determined by GEOID03.
 PD0263
 PD0263.The dynamic height is computed by dividing the NAVD 88
 PD0263.geopotential number by the normal gravity value computed on the
 PD0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0263.degrees latitude (g = 980.6199 gals.).
 PD0263
 PD0263.The modeled gravity was interpolated from observed gravity values.
 PD0263
 PD0263;                    North         East    Units  Estimated Accuracy
 PD0263;SPC ME E     -    82,380.      341,420.      MT  (+/- 180 meters Scaled)
 PD0263
 PD0263                          SUPERSEDED SURVEY CONTROL
 PD0263
 PD0263  NGVD 29 (??/??/92)   18.428  (m)           60.46   (f) ADJ UNCH    2 0
 PD0263
 PD0263.Superseded values are not recommended for survey control.
 PD0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0263.See file dsdata.txt to determine how the superseded data were derived.
 PD0263
 PD0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK812175(NAD 83)
 PD0263_MARKER: DB = BENCH MARK DISK
 PD0263_SETTING: 66 = SET IN ROCK OUTCROP
 PD0263_SP_SET: BEDROCK
 PD0263_STAMPING: A 146 1962
 PD0263_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0263+STABILITY: POSITION/ELEVATION WELL
 PD0263
 PD0263  HISTORY     - Date     Condition        Report By
 PD0263  HISTORY     - 1962     MONUMENTED       CGS
 PD0263  HISTORY     - 1970     GOOD             NGS
 PD0263
 PD0263                          STATION DESCRIPTION
 PD0263
 PD0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PD0263'2.7 MI SE FROM PROSPECT HARBOR.
 PD0263'2.7 MILES SOUTHEAST ON STATE HIGHWAY 195 FROM THE POST OFFICE AT
 PD0263'PROSPECT HARBOR, THENCE RIGHT ON OLD MACADAM ROAD AT ABANDONED
 PD0263'ENTRANCE TO THE NAVY SECURITY GROUP FOR ABOUT 50 YARDS, 79 FEET
 PD0263'SOUTHEAST OF CENTER LINE OF THE MACADAM ROAD, 18 FEET SOUTHEAST
 PD0263'OF END OF SOUTHEAST WING OF OLD NAVY BUILDING, 53 FEET SOUTHWEST
 PD0263'OF A 3-FOOT-SQUARE, CONCRETE FOUNDATION OF A TALL, WOODEN, RADIO
 PD0263'MAST, 1.8 FEET NORTH OF A LARGE EYE-BOLT, AND CEMENTED IN A DRILL
 PD0263'HOLE IN SAME BEDROCK OUTCROP IN WHICH THE EYE-BOLT IS SET.
 PD0263'NOTE-- COORDINATES HAVE BEEN ESTABLISHED FOR THIS MARK BY MR.
 PD0263'C.F. MERRIAM OF PROSPECT HARBOR, AND MAY BE OBTAINED FROM HIM
 PD0263'OR FROM THE MAINE STATE HIGHWAY COMMISSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0261 ***********************************************************************
 OB0261  DESIGNATION -  A 146
 OB0261  PID         -  OB0261
 OB0261  STATE/COUNTY-  ME/SAGADAHOC
 OB0261  USGS QUAD   -  BRUNSWICK (1980)
 OB0261
 OB0261                         *CURRENT SURVEY CONTROL
 OB0261  ___________________________________________________________________
 OB0261* NAD 83(1986)-  43 57 17.     (N)    069 57 51.     (W)     SCALED    
 OB0261* NAVD 88     -        30.108  (meters)      98.78   (feet)  ADJUSTED  
 OB0261  ___________________________________________________________________
 OB0261  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 OB0261  DYNAMIC HT  -          30.105 (meters)      98.77  (feet)  COMP
 OB0261  MODELED GRAV-     980,513.9   (mgal)                       NAVD 88
 OB0261
 OB0261  VERT ORDER  -  SECOND    CLASS I
 OB0261
 OB0261.The horizontal coordinates were scaled from a topographic map and have
 OB0261.an estimated accuracy of +/- 6 seconds.
 OB0261
 OB0261.The orthometric height was determined by differential leveling
 OB0261.and adjusted by the National Geodetic Survey in June 1991..
 OB0261
 OB0261.The geoid height was determined by GEOID03.
 OB0261
 OB0261.The dynamic height is computed by dividing the NAVD 88
 OB0261.geopotential number by the normal gravity value computed on the
 OB0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0261.degrees latitude (g = 980.6199 gals.).
 OB0261
 OB0261.The modeled gravity was interpolated from observed gravity values.
 OB0261
 OB0261;                    North         East    Units  Estimated Accuracy
 OB0261;SPC ME W     -   124,600.      916,250.      MT  (+/- 180 meters Scaled)
 OB0261
 OB0261                          SUPERSEDED SURVEY CONTROL
 OB0261
 OB0261  NGVD 29 (??/??/92)   30.305  (m)           99.43   (f) ADJ UNCH    2 1
 OB0261
 OB0261.Superseded values are not recommended for survey control.
 OB0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0261.See file dsdata.txt to determine how the superseded data were derived.
 OB0261
 OB0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ226672(NAD 83)
 OB0261_MARKER: DD = SURVEY DISK
 OB0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OB0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OB0261_STAMPING: A-146 10-25-74
 OB0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OB0261+STABILITY: SURFACE MOTION
 OB0261
 OB0261  HISTORY     - Date     Condition        Report By
 OB0261  HISTORY     - 1974     MONUMENTED       MEDT
 OB0261
 OB0261                          STATION DESCRIPTION
 OB0261
 OB0261'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 OB0261'1.1 MI NE FROM TOPSHAM.
 OB0261'ABOUT 1.1 MILES NORTHEAST ALONG I-95 SOUTHBOUND FROM THE STATE HIGHWAY
 OB0261'196 OVERPASS CROSSING OF I-95 IN TOPSHAM (AND ALSO 7.05 MILES
 OB0261'SOUTHWEST ALONG I-95 SOUTHBOUND FROM THE STATE HIGHWAY 138 NORTH
 OB0261'OVERPASS CROSSING OF I-95 AND 1 MILE SOUTHWEST OF THE HIGH VOLTAGE
 OB0261'POWER LINE WHICH CROSSES I-95 SOUTHBOUND), AT THE SOUTHERN END OF A
 OB0261'SMALL PINE GROVE, 146 FEET NORTHWEST OF AND ABOUT LEVEL WITH THE
 OB0261'CENTERLINE OF I-95 SOUTHBOUND.  A DISK SET FLUSH IN THE TOP OF A
 OB0261'CYLINDRICAL CONCRETE POST 50 FEET SOUTH OF A RIGHT-OF-WAY MONUMENT,
 OB0261'4.2 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE AND 3.2 FEET SOUTHEAST OF
 OB0261'A METAL WITNESS POST AND PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0582 ***********************************************************************
 PE0582  DESIGNATION -  A 147
 PE0582  PID         -  PE0582
 PE0582  STATE/COUNTY-  ME/WALDO
 PE0582  USGS QUAD   -  BUCKSPORT (1982)
 PE0582
 PE0582                         *CURRENT SURVEY CONTROL
 PE0582  ___________________________________________________________________
 PE0582* NAD 83(1986)-  44 30 25.     (N)    068 48 53.     (W)     SCALED    
 PE0582* NAVD 88     -        30.689  (meters)     100.69   (feet)  ADJUSTED  
 PE0582  ___________________________________________________________________
 PE0582  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 PE0582  DYNAMIC HT  -          30.687 (meters)     100.68  (feet)  COMP
 PE0582  MODELED GRAV-     980,550.0   (mgal)                       NAVD 88
 PE0582
 PE0582  VERT ORDER  -  SECOND    CLASS 0
 PE0582
 PE0582.The horizontal coordinates were scaled from a topographic map and have
 PE0582.an estimated accuracy of +/- 6 seconds.
 PE0582
 PE0582.The orthometric height was determined by differential leveling
 PE0582.and adjusted by the National Geodetic Survey in June 1991..
 PE0582
 PE0582.The geoid height was determined by GEOID03.
 PE0582
 PE0582.The dynamic height is computed by dividing the NAVD 88
 PE0582.geopotential number by the normal gravity value computed on the
 PE0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0582.degrees latitude (g = 980.6199 gals.).
 PE0582
 PE0582.The modeled gravity was interpolated from observed gravity values.
 PE0582
 PE0582;                    North         East    Units  Estimated Accuracy
 PE0582;SPC ME E     -    93,410.      274,980.      MT  (+/- 180 meters Scaled)
 PE0582
 PE0582                          SUPERSEDED SURVEY CONTROL
 PE0582
 PE0582  NGVD 29 (??/??/92)   30.912  (m)          101.42   (f) ADJ UNCH    2 0
 PE0582
 PE0582.Superseded values are not recommended for survey control.
 PE0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0582.See file dsdata.txt to determine how the superseded data were derived.
 PE0582
 PE0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK147281(NAD 83)
 PE0582_MARKER: DB = BENCH MARK DISK
 PE0582_SETTING: 80 = SET IN A BOULDER
 PE0582_SP_SET: BOULDER
 PE0582_STAMPING: A 147 1962
 PE0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0582+STABILITY: SURFACE MOTION
 PE0582
 PE0582  HISTORY     - Date     Condition        Report By
 PE0582  HISTORY     - 1962     MONUMENTED       CGS
 PE0582
 PE0582                          STATION DESCRIPTION
 PE0582
 PE0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PE0582'0.5 MI SW FROM SANDY POINT.
 PE0582'0.5 MILE SOUTHWEST ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 PE0582'THE STATION AT SANDY POINT, SET ON TOP OF THE HIGHEST POINT OF
 PE0582'A 6-BY-4-FOOT BOULDER PROJECTING 2 1/2 FEET ABOVE THE LEVEL OF
 PE0582'THE GROUND, 100 FEET NORTHWEST OF THE NORTHWEST RAIL AT THE
 PE0582'CENTER LINE OF A ROAD CROSSING, 34 1/2 FEET NORTHEAST OF THE
 PE0582'CENTER LINE OF A BLACK TOP ROAD AND ABOUT 8 FEET ABOVE THE LEVEL
 PE0582'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0347 ***********************************************************************
 PD0347  TIDAL BM    -  This is a Tidal Bench Mark.
 PD0347  DESIGNATION -  A 148
 PD0347  PID         -  PD0347
 PD0347  STATE/COUNTY-  ME/WASHINGTON
 PD0347  USGS QUAD   -  CHERRYFIELD (1978)
 PD0347
 PD0347                         *CURRENT SURVEY CONTROL
 PD0347  ___________________________________________________________________
 PD0347* NAD 83(1986)-  44 32 29.     (N)    067 52 54.     (W)     SCALED    
 PD0347* NAVD 88     -         4.353  (meters)      14.28   (feet)  ADJUSTED  
 PD0347  ___________________________________________________________________
 PD0347  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 PD0347  DYNAMIC HT  -           4.353 (meters)      14.28  (feet)  COMP
 PD0347  MODELED GRAV-     980,585.1   (mgal)                       NAVD 88
 PD0347
 PD0347  VERT ORDER  -  SECOND    CLASS 0
 PD0347
 PD0347.The horizontal coordinates were scaled from a topographic map and have
 PD0347.an estimated accuracy of +/- 6 seconds.
 PD0347
 PD0347.The orthometric height was determined by differential leveling
 PD0347.and adjusted by the National Geodetic Survey in June 1991..
 PD0347
 PD0347.This Tidal Bench Mark is designated as VM 15903
 PD0347.by the Center for Operational Oceanographic Products and Services.
 PD0347
 PD0347.The geoid height was determined by GEOID03.
 PD0347
 PD0347.The dynamic height is computed by dividing the NAVD 88
 PD0347.geopotential number by the normal gravity value computed on the
 PD0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0347.degrees latitude (g = 980.6199 gals.).
 PD0347
 PD0347.The modeled gravity was interpolated from observed gravity values.
 PD0347
 PD0347;                    North         East    Units  Estimated Accuracy
 PD0347;SPC ME E     -    97,370.      349,140.      MT  (+/- 180 meters Scaled)
 PD0347
 PD0347                          SUPERSEDED SURVEY CONTROL
 PD0347
 PD0347  NGVD 29 (??/??/92)    4.553  (m)           14.94   (f) ADJ UNCH    2 0
 PD0347
 PD0347.Superseded values are not recommended for survey control.
 PD0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0347.See file dsdata.txt to determine how the superseded data were derived.
 PD0347
 PD0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK888326(NAD 83)
 PD0347_MARKER: DB = BENCH MARK DISK
 PD0347_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PD0347_SP_SET: BRIDGE
 PD0347_STAMPING: A 148 1962
 PD0347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PD0347
 PD0347  HISTORY     - Date     Condition        Report By
 PD0347  HISTORY     - 1962     MONUMENTED       CGS
 PD0347  HISTORY     - 1966     GOOD             NGS
 PD0347
 PD0347                          STATION DESCRIPTION
 PD0347
 PD0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PD0347'0.2 MI NE FROM MILBRIDGE.
 PD0347'0.25 MILE NORTHEAST ALONG U.S. HIGHWAY 1A FROM THE POST OFFICE
 PD0347'AT MILBRIDGE, 0.2 MILE NORTHEAST OF THE JUNCTION OF U.S. HIGHWAY
 PD0347'1 AND 1A, SET ON THE TOP OF THE NORTHWEST CONCRETE WINGWALL OF
 PD0347'THE SOUTHWEST MOST BRIDGE OF TWO OVER THE NARRAGUAGUS RIVER, 13
 PD0347'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY AND 1 FOOT
 PD0347'ABOVE THE LEVEL OF THE HIGHWAY.
 PD0347
 PD0347                          STATION RECOVERY (1966)
 PD0347
 PD0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 PD0347'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0262 ***********************************************************************
 OB0262  DESIGNATION -  A 148
 OB0262  PID         -  OB0262
 OB0262  STATE/COUNTY-  ME/SAGADAHOC
 OB0262  USGS QUAD   -  BRUNSWICK (1980)
 OB0262
 OB0262                         *CURRENT SURVEY CONTROL
 OB0262  ___________________________________________________________________
 OB0262* NAD 83(1986)-  43 56 53.     (N)    069 58 15.     (W)     SCALED    
 OB0262* NAVD 88     -        39.567  (meters)     129.81   (feet)  ADJUSTED  
 OB0262  ___________________________________________________________________
 OB0262  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 OB0262  DYNAMIC HT  -          39.563 (meters)     129.80  (feet)  COMP
 OB0262  MODELED GRAV-     980,514.0   (mgal)                       NAVD 88
 OB0262
 OB0262  VERT ORDER  -  SECOND    CLASS I
 OB0262
 OB0262.The horizontal coordinates were scaled from a topographic map and have
 OB0262.an estimated accuracy of +/- 6 seconds.
 OB0262
 OB0262.The orthometric height was determined by differential leveling
 OB0262.and adjusted by the National Geodetic Survey in June 1991..
 OB0262
 OB0262.The geoid height was determined by GEOID03.
 OB0262
 OB0262.The dynamic height is computed by dividing the NAVD 88
 OB0262.geopotential number by the normal gravity value computed on the
 OB0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0262.degrees latitude (g = 980.6199 gals.).
 OB0262
 OB0262.The modeled gravity was interpolated from observed gravity values.
 OB0262
 OB0262;                    North         East    Units  Estimated Accuracy
 OB0262;SPC ME W     -   123,860.      915,720.      MT  (+/- 180 meters Scaled)
 OB0262
 OB0262                          SUPERSEDED SURVEY CONTROL
 OB0262
 OB0262  NGVD 29 (??/??/92)   39.764  (m)          130.46   (f) ADJ UNCH    2 1
 OB0262
 OB0262.Superseded values are not recommended for survey control.
 OB0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0262.See file dsdata.txt to determine how the superseded data were derived.
 OB0262
 OB0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ220665(NAD 83)
 OB0262_MARKER: DD = SURVEY DISK
 OB0262_SETTING: 66 = SET IN ROCK OUTCROP
 OB0262_SP_SET: ROCK LEDGE
 OB0262_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0262+STABILITY: POSITION/ELEVATION WELL
 OB0262_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OB0262+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2006
 OB0262
 OB0262  HISTORY     - Date     Condition        Report By
 OB0262  HISTORY     - UNK      MONUMENTED       MEDT
 OB0262  HISTORY     - 1974     GOOD             MEDT
 OB0262  HISTORY     - 20060505 MARK NOT FOUND   USPSQD
 OB0262  HISTORY     - 20060524 GOOD             USPSQD
 OB0262
 OB0262                          STATION DESCRIPTION
 OB0262
 OB0262'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 OB0262'0.6 MI NE FROM TOPSHAM.
 OB0262'ABOUT 0.6 MILES NORTHEAST ALONG I-95 SOUTHBOUND FROM THE STATE HIGHWAY
 OB0262'196 OVERPASS CROSSING I-95 (TOPSHAM-LISBON EXIT) AT THE U.S. HIGHWAY
 OB0262'201 OVERPASS CROSSING I-95 IN TOPSHAM, 75 FEET NORTHEAST OF THE NORTH
 OB0262'END OF THE NORTHEAST WING WALL, 75 FEET NORTHWEST OF AND 5.5 FEET
 OB0262'ABOVE THE CENTERLINE OF I-95 SOUTHBOUND.  A DISK SET FLUSH IN THE TOP
 OB0262'OF ABOUT 10 FEET OF EXPOSED LEDGE, 41 FEET SOUTHEAST OF THE
 OB0262'RIGHT-OF-WAY FENCE, 22.5 FEET SOUTH OF A METAL WITNESS POST, AND 0.8
 OB0262'FOOT NORTHWEST OF THE 6-INCH LEDGE FACE.
 OB0262
 OB0262                          STATION RECOVERY (2006)
 OB0262
 OB0262'RECOVERY NOTE BY US POWER SQUADRON 2006 (AHE)
 OB0262'ALL REFERENCES TO I95 SHOULD NOW READ I295.
 OB0262'ALSO THE DESCRIPTION SHOULD READ 'ABOUT 0.6 MILES NORTHEAST ALONG
 OB0262'I-295 NORTHBOUND FROM THE STATE HIGHWAY 196 OVERPASS'.
 OB0262
 OB0262                          STATION RECOVERY (2006)
 OB0262
 OB0262'RECOVERY NOTE BY US POWER SQUADRON 2006 (AHE)
 OB0262'EXPOSED LEDGE IS NOW ALMOST COMPLETELY COVERED BY A HUGE JUNIPER BUSH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0452 ***********************************************************************
 PD0452  DESIGNATION -  A 149
 PD0452  PID         -  PD0452
 PD0452  STATE/COUNTY-  ME/WASHINGTON
 PD0452  USGS QUAD   -  JONESPORT (1977)
 PD0452
 PD0452                         *CURRENT SURVEY CONTROL
 PD0452  ___________________________________________________________________
 PD0452* NAD 83(1986)-  44 34 35.     (N)    067 34 23.     (W)     SCALED    
 PD0452* NAVD 88     -         6.293  (meters)      20.65   (feet)  ADJUSTED  
 PD0452  ___________________________________________________________________
 PD0452  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 PD0452  DYNAMIC HT  -           6.293 (meters)      20.65  (feet)  COMP
 PD0452  MODELED GRAV-     980,594.3   (mgal)                       NAVD 88
 PD0452
 PD0452  VERT ORDER  -  SECOND    CLASS 0
 PD0452
 PD0452.The horizontal coordinates were scaled from a topographic map and have
 PD0452.an estimated accuracy of +/- 6 seconds.
 PD0452
 PD0452.The orthometric height was determined by differential leveling
 PD0452.and adjusted by the National Geodetic Survey in June 1991..
 PD0452
 PD0452.The geoid height was determined by GEOID03.
 PD0452
 PD0452.The dynamic height is computed by dividing the NAVD 88
 PD0452.geopotential number by the normal gravity value computed on the
 PD0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0452.degrees latitude (g = 980.6199 gals.).
 PD0452
 PD0452.The modeled gravity was interpolated from observed gravity values.
 PD0452
 PD0452;                    North         East    Units  Estimated Accuracy
 PD0452;SPC ME E     -   101,490.      373,620.      MT  (+/- 180 meters Scaled)
 PD0452
 PD0452                          SUPERSEDED SURVEY CONTROL
 PD0452
 PD0452  NGVD 29 (??/??/92)    6.505  (m)           21.34   (f) ADJ UNCH    2 0
 PD0452
 PD0452.Superseded values are not recommended for survey control.
 PD0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0452.See file dsdata.txt to determine how the superseded data were derived.
 PD0452
 PD0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK132368(NAD 83)
 PD0452_MARKER: DB = BENCH MARK DISK
 PD0452_SETTING: 80 = SET IN A BOULDER
 PD0452_SP_SET: BOULDER
 PD0452_STAMPING: A 149 1962
 PD0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0452+STABILITY: SURFACE MOTION
 PD0452
 PD0452  HISTORY     - Date     Condition        Report By
 PD0452  HISTORY     - 1962     MONUMENTED       CGS
 PD0452
 PD0452                          STATION DESCRIPTION
 PD0452
 PD0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PD0452'4 MI NE FROM JONESPORT.
 PD0452'4.05 MILES NORTHEAST ALONG STATE HIGHWAY 187 FROM THE POST OFFICE
 PD0452'AT JONESPORT, 2.15 MILES NORTHEAST OF THE ENTRANCE TO THE
 PD0452'GREENWOOD CEMETERY, SET ON THE TOP OF THE NORTHWEST CORNER OF
 PD0452'A VERY LARGE BOULDER WHICH IS PARTLY COVERED, 21.6 FEET SOUTHEAST
 PD0452'OF THE CENTER LINE OF THE HIGHWAY.  198 FEET NORTHEAST OF THE
 PD0452'CENTER LINE OF A DRIVEWAY LEADING TO A TWO-STORY RED FRAME
 PD0452'HOUSE, 58 FEET NORTHEAST OF POWER LINE POLE 1120, AND ABOUT 1
 PD0452'FOOT BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0268 ***********************************************************************
 OB0268  DESIGNATION -  A 149
 OB0268  PID         -  OB0268
 OB0268  STATE/COUNTY-  ME/SAGADAHOC
 OB0268  USGS QUAD   -  BRUNSWICK (1980)
 OB0268
 OB0268                         *CURRENT SURVEY CONTROL
 OB0268  ___________________________________________________________________
 OB0268* NAD 83(1986)-  43 56 03.     (N)    069 59 14.     (W)     SCALED    
 OB0268* NAVD 88     -        42.494  (meters)     139.42   (feet)  ADJUSTED  
 OB0268  ___________________________________________________________________
 OB0268  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 OB0268  DYNAMIC HT  -          42.489 (meters)     139.40  (feet)  COMP
 OB0268  MODELED GRAV-     980,513.9   (mgal)                       NAVD 88
 OB0268
 OB0268  VERT ORDER  -  SECOND    CLASS I
 OB0268
 OB0268.The horizontal coordinates were scaled from a topographic map and have
 OB0268.an estimated accuracy of +/- 6 seconds.
 OB0268
 OB0268.The orthometric height was determined by differential leveling
 OB0268.and adjusted by the National Geodetic Survey in June 1991..
 OB0268
 OB0268.The geoid height was determined by GEOID03.
 OB0268
 OB0268.The dynamic height is computed by dividing the NAVD 88
 OB0268.geopotential number by the normal gravity value computed on the
 OB0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0268.degrees latitude (g = 980.6199 gals.).
 OB0268
 OB0268.The modeled gravity was interpolated from observed gravity values.
 OB0268
 OB0268;                    North         East    Units  Estimated Accuracy
 OB0268;SPC ME W     -   122,310.      914,410.      MT  (+/- 180 meters Scaled)
 OB0268
 OB0268                          SUPERSEDED SURVEY CONTROL
 OB0268
 OB0268  NGVD 29 (??/??/92)   42.689  (m)          140.06   (f) ADJ UNCH    2 1
 OB0268
 OB0268.Superseded values are not recommended for survey control.
 OB0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0268.See file dsdata.txt to determine how the superseded data were derived.
 OB0268
 OB0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ207650(NAD 83)
 OB0268_MARKER: DD = SURVEY DISK
 OB0268_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OB0268_SP_SET: ABUTMENT
 OB0268_STAMPING: A-149 8-06-74
 OB0268_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OB0268_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OB0268+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2006
 OB0268
 OB0268  HISTORY     - Date     Condition        Report By
 OB0268  HISTORY     - 1974     MONUMENTED       MEDT
 OB0268  HISTORY     - 19910418 GOOD             USPSQD
 OB0268  HISTORY     - 20060505 GOOD             USPSQD
 OB0268
 OB0268                          STATION DESCRIPTION
 OB0268
 OB0268'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 OB0268'0.6 MI SW FROM TOPSHAM.
 OB0268'ABOUT 0.6 MILE SOUTHWESTERLY ALONG I-95 SOUTHBOUND FROM THE STATE
 OB0268'HIGHWAY 196 OVERPASS CROSSING OF I-95 (TOPSHAM-LISBON EXIT) AT THE
 OB0268'I-95 BRIDGE OVER THE MAINE CENTRAL RAILROAD, 23 FEET NORTH OF THE
 OB0268'CENTERLINE, AND ABOUT 1 FOOT ABOVE THE SURFACE OF I-95 SOUTHBOUND.  A
 OB0268'DISK SET FLUSH IN THE TOP OF THE ABUTMENT 0.5 FEET SOUTHWEST OF THE
 OB0268'NORTHEAST END OF THE NORTHEAST ABUTMENT.
 OB0268
 OB0268                          STATION RECOVERY (1991)
 OB0268
 OB0268'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OB0268'RECOVERED IN GOOD CONDITION.
 OB0268
 OB0268                          STATION RECOVERY (2006)
 OB0268
 OB0268'RECOVERY NOTE BY US POWER SQUADRON 2006 (AHE)
 OB0268'ALL REFERENCES TO I95 SHOULD NOW READ I295.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1427 ***********************************************************************
 PE1427  DESIGNATION -  A 15
 PE1427  PID         -  PE1427
 PE1427  STATE/COUNTY-  ME/KENNEBEC
 PE1427  USGS QUAD   -  ROME (1982)
 PE1427
 PE1427                         *CURRENT SURVEY CONTROL
 PE1427  ___________________________________________________________________
 PE1427* NAD 83(1986)-  44 31 28.     (N)    069 45 05.     (W)     SCALED    
 PE1427* NAVD 88     -        79.336  (meters)     260.29   (feet)  ADJUSTED  
 PE1427  ___________________________________________________________________
 PE1427  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 PE1427  DYNAMIC HT  -          79.329 (meters)     260.27  (feet)  COMP
 PE1427  MODELED GRAV-     980,539.2   (mgal)                       NAVD 88
 PE1427
 PE1427  VERT ORDER  -  FIRST     CLASS II
 PE1427
 PE1427.The horizontal coordinates were scaled from a topographic map and have
 PE1427.an estimated accuracy of +/- 6 seconds.
 PE1427
 PE1427.The orthometric height was determined by differential leveling
 PE1427.and adjusted by the National Geodetic Survey in June 1991..
 PE1427
 PE1427.The geoid height was determined by GEOID03.
 PE1427
 PE1427.The dynamic height is computed by dividing the NAVD 88
 PE1427.geopotential number by the normal gravity value computed on the
 PE1427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1427.degrees latitude (g = 980.6199 gals.).
 PE1427
 PE1427.The modeled gravity was interpolated from observed gravity values.
 PE1427
 PE1427;                    North         East    Units  Estimated Accuracy
 PE1427;SPC ME W     -   187,970.      933,010.      MT  (+/- 180 meters Scaled)
 PE1427
 PE1427                          SUPERSEDED SURVEY CONTROL
 PE1427
 PE1427.No superseded survey control is available for this station.
 PE1427
 PE1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK402303(NAD 83)
 PE1427_MARKER: DB = BENCH MARK DISK
 PE1427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1427_STAMPING: 260.944 A 15 1927
 PE1427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1427+STABILITY: SURFACE MOTION
 PE1427
 PE1427  HISTORY     - Date     Condition        Report By
 PE1427  HISTORY     - 1927     MONUMENTED       CGS
 PE1427  HISTORY     - 1966     GOOD             NGS
 PE1427  HISTORY     - 1979     MARK NOT FOUND   USGS
 PE1427
 PE1427                          STATION DESCRIPTION
 PE1427
 PE1427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE1427'1.8 MI SW FROM OAKLAND.
 PE1427'1.8 MILES SOUTHWEST ALONG THE MAINE RAILROAD FROM THE STATION
 PE1427'AT OAKLAND, KENNEBEC COUNTY, TWO RAILS NORTHEAST OF THE
 PE1427'BLOCK SIGNAL B 76.8, AT A PRIVATE-ROAD CROSSING, 31 FEET
 PE1427'SOUTHEAST OF THE SOUTHEAST RAIL, 9 FEET SOUTHWEST OF THE
 PE1427'CENTERLINE OF THE PRIVATE ROAD, AND 1.2 FEET NORTHWEST OF THE
 PE1427'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 260.944 A 15 1927
 PE1427'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 PE1427'NOTE-- USGS 1957-AREA HAS BEEN GRADED.  MARK MAY BE UNDER FILL.
 PE1427
 PE1427                          STATION RECOVERY (1979)
 PE1427
 PE1427'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PE1427'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0269 ***********************************************************************
 OB0269  DESIGNATION -  A 150
 OB0269  PID         -  OB0269
 OB0269  STATE/COUNTY-  ME/CUMBERLAND
 OB0269  USGS QUAD   -  BRUNSWICK (1980)
 OB0269
 OB0269                         *CURRENT SURVEY CONTROL
 OB0269  ___________________________________________________________________
 OB0269* NAD 83(1986)-  43 55 45.     (N)    069 59 38.     (W)     SCALED    
 OB0269* NAVD 88     -        25.824  (meters)      84.72   (feet)  ADJUSTED  
 OB0269  ___________________________________________________________________
 OB0269  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 OB0269  DYNAMIC HT  -          25.821 (meters)      84.71  (feet)  COMP
 OB0269  MODELED GRAV-     980,513.7   (mgal)                       NAVD 88
 OB0269
 OB0269  VERT ORDER  -  SECOND    CLASS I
 OB0269
 OB0269.The horizontal coordinates were scaled from a topographic map and have
 OB0269.an estimated accuracy of +/- 6 seconds.
 OB0269
 OB0269.The orthometric height was determined by differential leveling
 OB0269.and adjusted by the National Geodetic Survey in June 1991..
 OB0269
 OB0269.The geoid height was determined by GEOID03.
 OB0269
 OB0269.The dynamic height is computed by dividing the NAVD 88
 OB0269.geopotential number by the normal gravity value computed on the
 OB0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0269.degrees latitude (g = 980.6199 gals.).
 OB0269
 OB0269.The modeled gravity was interpolated from observed gravity values.
 OB0269
 OB0269;                    North         East    Units  Estimated Accuracy
 OB0269;SPC ME W     -   121,760.      913,870.      MT  (+/- 180 meters Scaled)
 OB0269
 OB0269                          SUPERSEDED SURVEY CONTROL
 OB0269
 OB0269  NGVD 29 (??/??/92)   26.019  (m)           85.36   (f) ADJ UNCH    2 1
 OB0269
 OB0269.Superseded values are not recommended for survey control.
 OB0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0269.See file dsdata.txt to determine how the superseded data were derived.
 OB0269
 OB0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ202644(NAD 83)
 OB0269_MARKER: DD = SURVEY DISK
 OB0269_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OB0269_SP_SET: ABUTMENT
 OB0269_STAMPING: A-150 8-06-74
 OB0269_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OB0269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OB0269+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2006
 OB0269
 OB0269  HISTORY     - Date     Condition        Report By
 OB0269  HISTORY     - 1974     MONUMENTED       MEDT
 OB0269  HISTORY     - 19910418 GOOD             USPSQD
 OB0269  HISTORY     - 20060505 GOOD             USPSQD
 OB0269
 OB0269                          STATION DESCRIPTION
 OB0269
 OB0269'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 OB0269'1.1 MI SW FROM TOPSHAM.
 OB0269'ABOUT 1.1 MILES SOUTHWESTERLY ALONG I-95 SOUTHBOUND FROM THE STATE
 OB0269'HIGHWAY 196 OVERPASS CROSSING OF I-95 (TOPSHAM-LISBON EXIT) AT THE
 OB0269'I-95 BRIDGE OVER THE ANDROSCOGGIN RIVER IN BRUNSWICK, 25 FEET NORTH OF
 OB0269'THE CENTERLINE AND ABOUT 1 FOOT ABOVE THE SURFACE OF I-95 SOUTHBOUND.
 OB0269'0.5 FEET EAST OF THE UPSTREAM END OF THE SOUTHWEST ABUTMENT. A DISK
 OB0269'SET FLUSH IN THE CONCRETE ABUTMENT.
 OB0269
 OB0269                          STATION RECOVERY (1991)
 OB0269
 OB0269'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OB0269'RECOVERED IN GOOD CONDITION.
 OB0269
 OB0269                          STATION RECOVERY (2006)
 OB0269
 OB0269'RECOVERY NOTE BY US POWER SQUADRON 2006 (AHE)
 OB0269'ALL REFERENCES TO I95 SHOULD NOW READ I295.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0474 ***********************************************************************
 PD0474  DESIGNATION -  A 150
 PD0474  PID         -  PD0474
 PD0474  STATE/COUNTY-  ME/WASHINGTON
 PD0474  USGS QUAD   -  WHITNEYVILLE (1977)
 PD0474
 PD0474                         *CURRENT SURVEY CONTROL
 PD0474  ___________________________________________________________________
 PD0474* NAD 83(1986)-  44 39 09.     (N)    067 30 48.     (W)     SCALED    
 PD0474* NAVD 88     -        31.526  (meters)     103.43   (feet)  ADJUSTED  
 PD0474  ___________________________________________________________________
 PD0474  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 PD0474  DYNAMIC HT  -          31.525 (meters)     103.43  (feet)  COMP
 PD0474  MODELED GRAV-     980,587.6   (mgal)                       NAVD 88
 PD0474
 PD0474  VERT ORDER  -  SECOND    CLASS 0
 PD0474
 PD0474.The horizontal coordinates were scaled from a topographic map and have
 PD0474.an estimated accuracy of +/- 6 seconds.
 PD0474
 PD0474.The orthometric height was determined by differential leveling
 PD0474.and adjusted by the National Geodetic Survey in June 1991..
 PD0474
 PD0474.The geoid height was determined by GEOID03.
 PD0474
 PD0474.The dynamic height is computed by dividing the NAVD 88
 PD0474.geopotential number by the normal gravity value computed on the
 PD0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0474.degrees latitude (g = 980.6199 gals.).
 PD0474
 PD0474.The modeled gravity was interpolated from observed gravity values.
 PD0474
 PD0474;                    North         East    Units  Estimated Accuracy
 PD0474;SPC ME E     -   110,000.      378,260.      MT  (+/- 180 meters Scaled)
 PD0474
 PD0474                          SUPERSEDED SURVEY CONTROL
 PD0474
 PD0474  NGVD 29 (??/??/92)   31.740  (m)          104.13   (f) ADJ UNCH    2 0
 PD0474
 PD0474.Superseded values are not recommended for survey control.
 PD0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0474.See file dsdata.txt to determine how the superseded data were derived.
 PD0474
 PD0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK178454(NAD 83)
 PD0474_MARKER: DB = BENCH MARK DISK
 PD0474_SETTING: 80 = SET IN A BOULDER
 PD0474_SP_SET: BOULDER
 PD0474_STAMPING: A 150 1962
 PD0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0474+STABILITY: SURFACE MOTION
 PD0474
 PD0474  HISTORY     - Date     Condition        Report By
 PD0474  HISTORY     - 1962     MONUMENTED       CGS
 PD0474
 PD0474                          STATION DESCRIPTION
 PD0474
 PD0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PD0474'3.2 MI SE FROM JONESBORO.
 PD0474'0.2 MILE EAST ALONG U.S. HIGHWAY 1 FROM THE CONCRETE BRIDGE OVER
 PD0474'CHANDLER RIVER AT JONESBORO, THENCE 3.05 MILES SOUTHEASTERLY
 PD0474'ALONG A BLACK TOP ROAD, SET ON THE TOP AND ABOUT IN THE CENTER
 PD0474'OF A 5-BY-2-FOOT BURIED BOULDER PROJECTING 2 FEET ABOVE THE
 PD0474'LEVEL OF THE GROUND, 125 YARDS WESTERLY OF THE TOP OF A HILL, 25
 PD0474'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 63 1/2 FEET SOUTH
 PD0474'OF AND ACROSS THE ROAD FROM A POWER LINE POLE, 9 1/2 FEET SOUTH
 PD0474'OF A TELEPHONE POLE, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE
 PD0474'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0042 ***********************************************************************
 OB0042  DESIGNATION -  A 151
 OB0042  PID         -  OB0042
 OB0042  STATE/COUNTY-  ME/KNOX
 OB0042  USGS QUAD   -  TENANTS HARBOR (1973)
 OB0042
 OB0042                         *CURRENT SURVEY CONTROL
 OB0042  ___________________________________________________________________
 OB0042* NAD 83(1986)-  43 57 57.     (N)    069 12 28.     (W)     SCALED    
 OB0042* NAVD 88     -         5.345  (meters)      17.54   (feet)  ADJUSTED  
 OB0042  ___________________________________________________________________
 OB0042  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 OB0042  DYNAMIC HT  -           5.345 (meters)      17.54  (feet)  COMP
 OB0042  MODELED GRAV-     980,525.7   (mgal)                       NAVD 88
 OB0042
 OB0042  VERT ORDER  -  SECOND    CLASS 0
 OB0042
 OB0042.The horizontal coordinates were scaled from a topographic map and have
 OB0042.an estimated accuracy of +/- 6 seconds.
 OB0042
 OB0042.The orthometric height was determined by differential leveling
 OB0042.and adjusted by the National Geodetic Survey in June 1991..
 OB0042
 OB0042.The geoid height was determined by GEOID03.
 OB0042
 OB0042.The dynamic height is computed by dividing the NAVD 88
 OB0042.geopotential number by the normal gravity value computed on the
 OB0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0042.degrees latitude (g = 980.6199 gals.).
 OB0042
 OB0042.The modeled gravity was interpolated from observed gravity values.
 OB0042
 OB0042;                    North         East    Units  Estimated Accuracy
 OB0042;SPC ME E     -    33,480.      243,210.      MT  (+/- 180 meters Scaled)
 OB0042
 OB0042                          SUPERSEDED SURVEY CONTROL
 OB0042
 OB0042  NGVD 29 (??/??/92)    5.555  (m)           18.23   (f) ADJ UNCH    2 0
 OB0042
 OB0042.Superseded values are not recommended for survey control.
 OB0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0042.See file dsdata.txt to determine how the superseded data were derived.
 OB0042
 OB0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ833680(NAD 83)
 OB0042_MARKER: DB = BENCH MARK DISK
 OB0042_SETTING: 66 = SET IN ROCK OUTCROP
 OB0042_SP_SET: BEDROCK
 OB0042_STAMPING: A 151 1962
 OB0042_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0042+STABILITY: POSITION/ELEVATION WELL
 OB0042_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OB0042+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2001
 OB0042
 OB0042  HISTORY     - Date     Condition        Report By
 OB0042  HISTORY     - 1962     MONUMENTED       CGS
 OB0042  HISTORY     - 19950728 MARK NOT FOUND   USPSQD
 OB0042  HISTORY     - 20011108 GOOD             USPSQD
 OB0042  HISTORY     - 20040508 MARK NOT FOUND   USPSQD
 OB0042
 OB0042                          STATION DESCRIPTION
 OB0042
 OB0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OB0042'IN TENANTS HARBOR.
 OB0042'AT TENANTS HARBOR, ON THE PROPERTY OF THE EAST WIND HOTEL, SET ON THE
 OB0042'TOP OF A LARGE MASS OF EXPOSED BEDROCK, 95 FEET SOUTHEAST OF THE
 OB0042'SOUTHEAST CORNER OF THE FRONT PORCH OF THE HOTEL, 42 FEET WEST OF THE
 OB0042'CENTER LINE OF A DRIVEWAY LEADING TO A FISHING DOCK, 29 FEET WEST OF
 OB0042'TELEPHONE LINE POLE NO. 5, 114 FEET SOUTHWEST OF AND ACROSS A DRIVE
 OB0042'FROM BENCH MARK B 151 1962, ABOUT 65 FEET FROM THE BANK OF TENANTS
 OB0042'HARBOR AND 1 FOOT ABOVE THE LEVEL OF THE DRIVEWAY.
 OB0042
 OB0042                          STATION RECOVERY (1995)
 OB0042
 OB0042'RECOVERY NOTE BY US POWER SQUADRON 1995
 OB0042'MARK NOT FOUND.
 OB0042
 OB0042                          STATION RECOVERY (2001)
 OB0042
 OB0042'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 OB0042'1962 DESCRIPTION READS -- LARGE MASS OF EXPOSED BEDROCK. TRUE. BUT
 OB0042'IT'S COVERED WITH EVERGREENS OR CARPET JUNIPER.  THE DISK IS
 OB0042'UNDERNEATH.
 OB0042
 OB0042                          STATION RECOVERY (2004)
 OB0042
 OB0042'RECOVERY NOTE BY US POWER SQUADRON 2004 (GRF)
 OB0042'THE AREA IS NOW COVERED WITH A LAWN. SEARCHING WITH A METAL DETECTOR
 OB0042'DID NOT LOCATE THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1248 ***********************************************************************
 OC1248  DESIGNATION -  A 151 MEDT
 OC1248  PID         -  OC1248
 OC1248  STATE/COUNTY-  ME/CUMBERLAND
 OC1248  USGS QUAD   -  LISBON FALLS SOUTH (1979)
 OC1248
 OC1248                         *CURRENT SURVEY CONTROL
 OC1248  ___________________________________________________________________
 OC1248* NAD 83(1986)-  43 54 53.     (N)    070 01 45.     (W)     SCALED    
 OC1248* NAVD 88     -        48.104  (meters)     157.82   (feet)  ADJUSTED  
 OC1248  ___________________________________________________________________
 OC1248  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 OC1248  DYNAMIC HT  -          48.099 (meters)     157.80  (feet)  COMP
 OC1248  MODELED GRAV-     980,510.5   (mgal)                       NAVD 88
 OC1248
 OC1248  VERT ORDER  -  SECOND    CLASS I
 OC1248
 OC1248.The horizontal coordinates were scaled from a topographic map and have
 OC1248.an estimated accuracy of +/- 6 seconds.
 OC1248
 OC1248.The orthometric height was determined by differential leveling
 OC1248.and adjusted by the National Geodetic Survey in June 1991..
 OC1248
 OC1248.The geoid height was determined by GEOID03.
 OC1248
 OC1248.The dynamic height is computed by dividing the NAVD 88
 OC1248.geopotential number by the normal gravity value computed on the
 OC1248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1248.degrees latitude (g = 980.6199 gals.).
 OC1248
 OC1248.The modeled gravity was interpolated from observed gravity values.
 OC1248
 OC1248;                    North         East    Units  Estimated Accuracy
 OC1248;SPC ME W     -   120,150.      911,040.      MT  (+/- 180 meters Scaled)
 OC1248
 OC1248                          SUPERSEDED SURVEY CONTROL
 OC1248
 OC1248  NGVD 29 (??/??/92)   48.298  (m)          158.46   (f) ADJ UNCH    2 1
 OC1248
 OC1248.Superseded values are not recommended for survey control.
 OC1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1248.See file dsdata.txt to determine how the superseded data were derived.
 OC1248
 OC1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ173629(NAD 83)
 OC1248_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OC1248+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2006
 OC1248
 OC1248  HISTORY     - Date     Condition        Report By
 OC1248  HISTORY     - 1975     MONUMENTED       MEDT
 OC1248  HISTORY     - 20060524 GOOD             USPSQD
 OC1248
 OC1248                          STATION DESCRIPTION
 OC1248
 OC1248'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 OC1248'ABOUT 3.2 MILES SOUTHWESTERLY ALONG I-95 SOUTHBOUND FROM STATE HIGHWAY
 OC1248'196 OVERPASS CROSSING OF I-95 (TOPSHAM-LISBON EXIT), AT THE DURHAM
 OC1248'ROAD OVERPASS IN BRUNSWICK, SET VERTICALLY IN THE SOUTH FACE OF THE 4
 OC1248'FOOT X 2.5 FOOT NORTHERN MOST COLUMN OF THE NORTHWEST PIER, 23 FEET
 OC1248'NORTH OF THE CENTERLINE, AND 4 FEET ABOVE THE SURFACE OF I-95
 OC1248'SOUTHBOUND.
 OC1248
 OC1248                          STATION RECOVERY (2006)
 OC1248
 OC1248'RECOVERY NOTE BY US POWER SQUADRON 2006 (AHE)
 OC1248'EXPOSED LEDGE IS NOW ALMOST COMPLETELY COVERED BY A HUGE JUNIPER BUSH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0052 ***********************************************************************
 OB0052  DESIGNATION -  A 152
 OB0052  PID         -  OB0052
 OB0052  STATE/COUNTY-  ME/KNOX
 OB0052  USGS QUAD   -  TENANTS HARBOR (1973)
 OB0052
 OB0052                         *CURRENT SURVEY CONTROL
 OB0052  ___________________________________________________________________
 OB0052* NAD 83(1986)-  43 59 19.     (N)    069 13 32.     (W)     SCALED    
 OB0052* NAVD 88     -         5.002  (meters)      16.41   (feet)  ADJUSTED  
 OB0052  ___________________________________________________________________
 OB0052  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 OB0052  DYNAMIC HT  -           5.001 (meters)      16.41  (feet)  COMP
 OB0052  MODELED GRAV-     980,523.4   (mgal)                       NAVD 88
 OB0052
 OB0052  VERT ORDER  -  SECOND    CLASS 0
 OB0052
 OB0052.The horizontal coordinates were scaled from a topographic map and have
 OB0052.an estimated accuracy of +/- 6 seconds.
 OB0052
 OB0052.The orthometric height was determined by differential leveling
 OB0052.and adjusted by the National Geodetic Survey in June 1991..
 OB0052
 OB0052.The geoid height was determined by GEOID03.
 OB0052
 OB0052.The dynamic height is computed by dividing the NAVD 88
 OB0052.geopotential number by the normal gravity value computed on the
 OB0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0052.degrees latitude (g = 980.6199 gals.).
 OB0052
 OB0052.The modeled gravity was interpolated from observed gravity values.
 OB0052
 OB0052;                    North         East    Units  Estimated Accuracy
 OB0052;SPC ME E     -    36,020.      241,800.      MT  (+/- 180 meters Scaled)
 OB0052
 OB0052                          SUPERSEDED SURVEY CONTROL
 OB0052
 OB0052  NGVD 29 (??/??/92)    5.213  (m)           17.10   (f) ADJ UNCH    2 0
 OB0052
 OB0052.Superseded values are not recommended for survey control.
 OB0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0052.See file dsdata.txt to determine how the superseded data were derived.
 OB0052
 OB0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ819706(NAD 83)
 OB0052_MARKER: DB = BENCH MARK DISK
 OB0052_SETTING: 66 = SET IN ROCK OUTCROP
 OB0052_SP_SET: BEDROCK
 OB0052_STAMPING: A 152 1962
 OB0052_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0052+STABILITY: POSITION/ELEVATION WELL
 OB0052
 OB0052  HISTORY     - Date     Condition        Report By
 OB0052  HISTORY     - 1962     MONUMENTED       CGS
 OB0052  HISTORY     - 19950822 GOOD             USPSQD
 OB0052
 OB0052                          STATION DESCRIPTION
 OB0052
 OB0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OB0052'2.55 MI NW FROM TENANTS HARBOR.
 OB0052'ABOUT 1.05 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM THE TENANTS
 OB0052'HARBOR BAPTIST CHURCH, THENCE 1.5 MILES NORTH AND NORTHEAST ALONG A
 OB0052'BLACK TOP ROAD, 1.2 MILES SOUTHWEST OF OF THE JUNCTION OF STATE
 OB0052'HIGHWAY 131, ABOUT 100 YARDS EAST OF BENCH MARK G 151 1962, SET ON THE
 OB0052'TOP AND AT THE EAST END OF A 6-BY-6- FOOT EXPOSED BEDROCK, 63 FEET
 OB0052'WEST OF THE CENTER LINE OF THE ROAD, 107 YARDS WEST OF A ROCK CULVERT
 OB0052'OVER WATTS COVE, 54 FEET NORTHWEST OF TELEPHONE POLE NO. 7, ABOUT
 OB0052'LEVEL WITH THE ROAD AND FLUSH WITH THE GROUND IN VICINITY. NOTE-- THIS
 OB0052'MARK WAS ESTABLISHED TO REPLACE BENCH MARK G 151 1962. THERE IS A
 OB0052'POSSIBILITY THAT A DAM WILL BE BUILT FOR A GAME REFUGE IN THIS
 OB0052'VICINITY AND BENCH MARK G 151 1962 WOULD BE COVERED BY WATER. IT WAS
 OB0052'LEFT IN PLACE.
 OB0052
 OB0052                          STATION RECOVERY (1995)
 OB0052
 OB0052'RECOVERY NOTE BY US POWER SQUADRON 1995
 OB0052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1249 ***********************************************************************
 OC1249  DESIGNATION -  A 152 MEDT
 OC1249  PID         -  OC1249
 OC1249  STATE/COUNTY-  ME/CUMBERLAND
 OC1249  USGS QUAD   -  LISBON FALLS SOUTH (1979)
 OC1249
 OC1249                         *CURRENT SURVEY CONTROL
 OC1249  ___________________________________________________________________
 OC1249* NAD 83(1986)-  43 54 39.     (N)    070 02 33.     (W)     SCALED    
 OC1249* NAVD 88     -        47.709  (meters)     156.53   (feet)  ADJUSTED  
 OC1249  ___________________________________________________________________
 OC1249  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 OC1249  DYNAMIC HT  -          47.703 (meters)     156.51  (feet)  COMP
 OC1249  MODELED GRAV-     980,509.2   (mgal)                       NAVD 88
 OC1249
 OC1249  VERT ORDER  -  SECOND    CLASS I
 OC1249
 OC1249.The horizontal coordinates were scaled from a topographic map and have
 OC1249.an estimated accuracy of +/- 6 seconds.
 OC1249
 OC1249.The orthometric height was determined by differential leveling
 OC1249.and adjusted by the National Geodetic Survey in June 1991..
 OC1249
 OC1249.The geoid height was determined by GEOID03.
 OC1249
 OC1249.The dynamic height is computed by dividing the NAVD 88
 OC1249.geopotential number by the normal gravity value computed on the
 OC1249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1249.degrees latitude (g = 980.6199 gals.).
 OC1249
 OC1249.The modeled gravity was interpolated from observed gravity values.
 OC1249
 OC1249;                    North         East    Units  Estimated Accuracy
 OC1249;SPC ME W     -   119,710.      909,970.      MT  (+/- 180 meters Scaled)
 OC1249
 OC1249                          SUPERSEDED SURVEY CONTROL
 OC1249
 OC1249  NGVD 29 (??/??/92)   47.902  (m)          157.16   (f) ADJ UNCH    2 1
 OC1249
 OC1249.Superseded values are not recommended for survey control.
 OC1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1249.See file dsdata.txt to determine how the superseded data were derived.
 OC1249
 OC1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ162624(NAD 83)
 OC1249
 OC1249  HISTORY     - Date     Condition        Report By
 OC1249  HISTORY     - 1975     MONUMENTED       MEDT
 OC1249  HISTORY     - 20060524 MARK NOT FOUND   USPSQD
 OC1249
 OC1249                          STATION DESCRIPTION
 OC1249
 OC1249'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 OC1249'ABOUT 4 MILES SOUTHWESTERLY ALONG I-95 SOUTHBOUND FROM STATE HIGHWAY
 OC1249'196 OVERPASS CROSSING OF I-95 (TOPSHAM-LISBON EXIT) ON A NORTHERLY
 OC1249'RANGE LINE OF A NORTHBOUND SIGN IN BRUNSWICK WHICH READS RTE. 1,
 OC1249'COASTAL ROUTE, BRUNSWICK-BATH EXIT ONE MILE, 150 FEET NORTH OF THE
 OC1249'CENTERLINE, AND ABOUT 6 INCHES BELOW THE SURFACE OF I-95 SOUTHBOUND.
 OC1249'SET IN THE TOP OF A CONCRETE POST 2.8 FEET SOUTH OF A METAL WITNESS
 OC1249'POST AND PROJECTING 3 INCHES.
 OC1249
 OC1249                          STATION RECOVERY (2006)
 OC1249
 OC1249'RECOVERY NOTE BY US POWER SQUADRON 2006 (AHE)
 OC1249'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1086 ***********************************************************************
 PE1086  DESIGNATION -  A 153
 PE1086  PID         -  PE1086
 PE1086  STATE/COUNTY-  ME/LINCOLN
 PE1086  USGS QUAD   -  WALDOBORO EAST (1988)
 PE1086
 PE1086                         *CURRENT SURVEY CONTROL
 PE1086  ___________________________________________________________________
 PE1086* NAD 83(1986)-  44 01 39.     (N)    069 21 30.     (W)     SCALED    
 PE1086* NAVD 88     -        21.512  (meters)      70.58   (feet)  ADJUSTED  
 PE1086  ___________________________________________________________________
 PE1086  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 PE1086  DYNAMIC HT  -          21.510 (meters)      70.57  (feet)  COMP
 PE1086  MODELED GRAV-     980,518.8   (mgal)                       NAVD 88
 PE1086
 PE1086  VERT ORDER  -  SECOND    CLASS 0
 PE1086
 PE1086.The horizontal coordinates were scaled from a topographic map and have
 PE1086.an estimated accuracy of +/- 6 seconds.
 PE1086
 PE1086.The orthometric height was determined by differential leveling
 PE1086.and adjusted by the National Geodetic Survey in June 1991..
 PE1086
 PE1086.The geoid height was determined by GEOID03.
 PE1086
 PE1086.The dynamic height is computed by dividing the NAVD 88
 PE1086.geopotential number by the normal gravity value computed on the
 PE1086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1086.degrees latitude (g = 980.6199 gals.).
 PE1086
 PE1086.The modeled gravity was interpolated from observed gravity values.
 PE1086
 PE1086;                    North         East    Units  Estimated Accuracy
 PE1086;SPC ME W     -   132,990.      964,800.      MT  (+/- 180 meters Scaled)
 PE1086
 PE1086                          SUPERSEDED SURVEY CONTROL
 PE1086
 PE1086  NGVD 29 (??/??/92)   21.720  (m)           71.26   (f) ADJ UNCH    2 0
 PE1086
 PE1086.Superseded values are not recommended for survey control.
 PE1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1086.See file dsdata.txt to determine how the superseded data were derived.
 PE1086
 PE1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ712749(NAD 83)
 PE1086_MARKER: DB = BENCH MARK DISK
 PE1086_SETTING: 66 = SET IN ROCK OUTCROP
 PE1086_SP_SET: BEDROCK
 PE1086_STAMPING: A 153 1962
 PE1086_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1086+STABILITY: POSITION/ELEVATION WELL
 PE1086
 PE1086  HISTORY     - Date     Condition        Report By
 PE1086  HISTORY     - 1962     MONUMENTED       CGS
 PE1086  HISTORY     - 19910830 GOOD             USPSQD
 PE1086
 PE1086                          STATION DESCRIPTION
 PE1086
 PE1086'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PE1086'5.7 MI NW FROM FRIENDSHIP.
 PE1086'ABOUT 4.1 MILES NORTH AND NORTHEAST ALONG STATE HIGHWAY NO. 220
 PE1086'FROM ITS JUNCTION WITH STATE HIGHWAY 97 AT FRIENDSHIP, THENCE
 PE1086'1.45 MILES WEST ALONG A BLACK TOP ROAD, THENCE 0.15 MILE
 PE1086'SOUTHWEST ALONG A GRAVEL ROAD, SET ON THE TOP AND AT ABOUT
 PE1086'HIGHEST PART OF A LARGE MASS OF EXPOSED BEDROCK, NEAR THE SUMMIT
 PE1086'OF A SMALL HILL, 0.2 MILE NORTHEAST OF A HOUSE THAT IS AT THE
 PE1086'HEAD OF A COVE, 36 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 PE1086'66 FEET NORTHEAST OF POWER LINE POLE NO. 4 - 4, AND ABOUT
 PE1086'LEVEL WITH THE ROAD.
 PE1086
 PE1086                          STATION RECOVERY (1991)
 PE1086
 PE1086'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 PE1086'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1253 ***********************************************************************
 OC1253  DESIGNATION -  A 153
 OC1253  PID         -  OC1253
 OC1253  STATE/COUNTY-  ME/CUMBERLAND
 OC1253  USGS QUAD   -  LISBON FALLS SOUTH (1979)
 OC1253
 OC1253                         *CURRENT SURVEY CONTROL
 OC1253  ___________________________________________________________________
 OC1253* NAD 83(1986)-  43 54 05.     (N)    070 04 24.     (W)     SCALED    
 OC1253* NAVD 88     -        71.621  (meters)     234.98   (feet)  ADJUSTED  
 OC1253  ___________________________________________________________________
 OC1253  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 OC1253  DYNAMIC HT  -          71.613 (meters)     234.95  (feet)  COMP
 OC1253  MODELED GRAV-     980,506.0   (mgal)                       NAVD 88
 OC1253
 OC1253  VERT ORDER  -  SECOND    CLASS I
 OC1253
 OC1253.The horizontal coordinates were scaled from a topographic map and have
 OC1253.an estimated accuracy of +/- 6 seconds.
 OC1253
 OC1253.The orthometric height was determined by differential leveling
 OC1253.and adjusted by the National Geodetic Survey in June 1991..
 OC1253
 OC1253.The geoid height was determined by GEOID03.
 OC1253
 OC1253.The dynamic height is computed by dividing the NAVD 88
 OC1253.geopotential number by the normal gravity value computed on the
 OC1253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1253.degrees latitude (g = 980.6199 gals.).
 OC1253
 OC1253.The modeled gravity was interpolated from observed gravity values.
 OC1253
 OC1253;                    North         East    Units  Estimated Accuracy
 OC1253;SPC ME W     -   118,660.      907,500.      MT  (+/- 180 meters Scaled)
 OC1253
 OC1253                          SUPERSEDED SURVEY CONTROL
 OC1253
 OC1253  NGVD 29 (??/??/92)   71.81   (m)          235.6    (f) COMPUTED    2 1
 OC1253
 OC1253.Superseded values are not recommended for survey control.
 OC1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1253.See file dsdata.txt to determine how the superseded data were derived.
 OC1253
 OC1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ138614(NAD 83)
 OC1253_MARKER: DD = SURVEY DISK
 OC1253_SETTING: 66 = SET IN ROCK OUTCROP
 OC1253_SP_SET: BEDROCK
 OC1253_STAMPING: A-153 8-06-74
 OC1253_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC1253+STABILITY: POSITION/ELEVATION WELL
 OC1253_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OC1253+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2005
 OC1253
 OC1253  HISTORY     - Date     Condition        Report By
 OC1253  HISTORY     - 1974     MONUMENTED       MEDT
 OC1253  HISTORY     - 1975     GOOD             MEDT
 OC1253  HISTORY     - 19910418 GOOD             USPSQD
 OC1253  HISTORY     - 20050620 GOOD             GEOCAC
 OC1253
 OC1253                          STATION DESCRIPTION
 OC1253
 OC1253'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 OC1253'5.6 MI SW FROM TOPSHAM.
 OC1253'ABOUT 5.6 MILES SOUTHWESTERLY ALONG I-95 SOUTHBOUND FROM THE STATE
 OC1253'HIGHWAY 196 OVERPASS CROSSING OF I-95 (TOPSHAM-LISBON EXIT), 0.25 MILE
 OC1253'SOUTHWESTERLY OF THE MEDIAN AREA SIGN WHICH READS TOWN LINE ENTERING
 OC1253'FREEPORT, CUMBERLAND COUNTY, AND 0.1 MILE BEFORE THE CREST OF A HILL
 OC1253'GOING SOUTHBOUND, 42 FEET NORTH OF THE CENTERLINE, AND 1 FOOT ABOVE
 OC1253'THE SURFACE OF I-95 SOUTHBOUND.  SET FLUSH IN THE TOP OF EXPOSED
 OC1253'BEDROCK 33 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, 2 1/2 FEET NORTH OF
 OC1253'THE 4 FOOT VERTICAL FACE AND 6.3 FEET EAST OF A METAL WITNESS POST.
 OC1253
 OC1253                          STATION RECOVERY (1991)
 OC1253
 OC1253'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OC1253'RECOVERED IN GOOD CONDITION.
 OC1253
 OC1253                          STATION RECOVERY (2005)
 OC1253
 OC1253'RECOVERY NOTE BY GEOCACHING 2005 (JKS)
 OC1253'RECOVERED IN GOOD CONDITION AT THE DESCRIBED LOCATION. THE WITNESS
 OC1253'POST UPRIGHT IS THERE BUT THE SIGN IS NOT ON IT. SUBMITTED BY J.K.
 OC1253'SNYDER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0102 ***********************************************************************
 OB0102  DESIGNATION -  A 154
 OB0102  PID         -  OB0102
 OB0102  STATE/COUNTY-  ME/LINCOLN
 OB0102  USGS QUAD   -  WESTPORT (1970)
 OB0102
 OB0102                         *CURRENT SURVEY CONTROL
 OB0102  ___________________________________________________________________
 OB0102* NAD 83(1986)-  43 53 19.     (N)    069 37 46.     (W)     SCALED    
 OB0102* NAVD 88     -        17.144  (meters)      56.25   (feet)  ADJUSTED  
 OB0102  ___________________________________________________________________
 OB0102  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 OB0102  DYNAMIC HT  -          17.142 (meters)      56.24  (feet)  COMP
 OB0102  MODELED GRAV-     980,526.4   (mgal)                       NAVD 88
 OB0102
 OB0102  VERT ORDER  -  SECOND    CLASS 0
 OB0102
 OB0102.The horizontal coordinates were scaled from a topographic map and have
 OB0102.an estimated accuracy of +/- 6 seconds.
 OB0102
 OB0102.The orthometric height was determined by differential leveling
 OB0102.and adjusted by the National Geodetic Survey in June 1991..
 OB0102
 OB0102.The geoid height was determined by GEOID03.
 OB0102
 OB0102.The dynamic height is computed by dividing the NAVD 88
 OB0102.geopotential number by the normal gravity value computed on the
 OB0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0102.degrees latitude (g = 980.6199 gals.).
 OB0102
 OB0102.The modeled gravity was interpolated from observed gravity values.
 OB0102
 OB0102;                    North         East    Units  Estimated Accuracy
 OB0102;SPC ME W     -   117,380.      943,170.      MT  (+/- 180 meters Scaled)
 OB0102
 OB0102                          SUPERSEDED SURVEY CONTROL
 OB0102
 OB0102  NGVD 29 (??/??/92)   17.359  (m)           56.95   (f) ADJ UNCH    2 0
 OB0102
 OB0102.Superseded values are not recommended for survey control.
 OB0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0102.See file dsdata.txt to determine how the superseded data were derived.
 OB0102
 OB0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ494596(NAD 83)
 OB0102_MARKER: DB = BENCH MARK DISK
 OB0102_SETTING: 66 = SET IN ROCK OUTCROP
 OB0102_SP_SET: BEDROCK
 OB0102_STAMPING: A 154 1963
 OB0102_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0102+STABILITY: POSITION/ELEVATION WELL
 OB0102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OB0102+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2004
 OB0102
 OB0102  HISTORY     - Date     Condition        Report By
 OB0102  HISTORY     - 1963     MONUMENTED       CGS
 OB0102  HISTORY     - 1990     GOOD             USPSQD
 OB0102  HISTORY     - 19910402 GOOD             USPSQD
 OB0102  HISTORY     - 20021024 GOOD             USPSQD
 OB0102  HISTORY     - 20041127 GOOD             USPSQD
 OB0102
 OB0102                          STATION DESCRIPTION
 OB0102
 OB0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OB0102'1.0 MI N FROM BOOTHBAY.
 OB0102'ABOUT 1.0 MILE NORTH ALONG STATE HIGHWAY 27 FROM THE BOOTHBAY GRAMMAR
 OB0102'SCHOOL AT BOOTHBAY, SET ON THE TOP AND NEAR THE CENTER OF A LARGE
 OB0102'10-BY-6-FOOT EXPOSED BEDROCK, PROJECTING 2 FEET ABOVE THE LEVEL OF THE
 OB0102'GROUND, ACROSS THE HIGHWAY FROM A TWO-STORY GREY SHINGLE HOUSE, ABOUT
 OB0102'200 YARDS NORTH OF THE SOUTH END OF ADAMS POND, 22 1/2 FEET WEST OF
 OB0102'THE CENTER LINE OF THE HIGHWAY, 34 1/2 FEET NORTHWEST OF THE CENTER
 OB0102'LINE OF THE HIGHWAY AND A PRIVATE DRIVEWAY LEADING EAST, 89 FEET
 OB0102'SOUTHWEST OF AND ACROSS THE HIGHWAY FROM POWER LINE POLE NO. 74- 461,
 OB0102'AND ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 OB0102
 OB0102                          STATION RECOVERY (1990)
 OB0102
 OB0102'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMW)
 OB0102'RECOVERED IN GOOD CONDITION.
 OB0102
 OB0102                          STATION RECOVERY (1991)
 OB0102
 OB0102'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OB0102'RECOVERED IN GOOD CONDITION.
 OB0102
 OB0102                          STATION RECOVERY (2002)
 OB0102
 OB0102'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMW)
 OB0102'THE SCHOOL NO LONGER EXISTS. FROM THE MONUMENT AT THE JCT OF RT. 27
 OB0102'AND BACK RIVER RD. IN THE TOWN OF BOOTHBAY, TRAVEL NORTH ON 27 ABOUT
 OB0102'ONE MILE TO THE MARK ON THE LEFT. THE REST OF THE ORIGINAL DESCRIPTION
 OB0102'IS CORRECT EXCEPT THE HOUSE IS NOW WHITE.
 OB0102
 OB0102                          STATION RECOVERY (2004)
 OB0102
 OB0102'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMW)
 OB0102'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1254 ***********************************************************************
 OC1254  DESIGNATION -  A 154 MEDT
 OC1254  PID         -  OC1254
 OC1254  STATE/COUNTY-  ME/CUMBERLAND
 OC1254  USGS QUAD   -  LISBON FALLS SOUTH (1979)
 OC1254
 OC1254                         *CURRENT SURVEY CONTROL
 OC1254  ___________________________________________________________________
 OC1254* NAD 83(1986)-  43 53 17.     (N)    070 04 50.     (W)     SCALED    
 OC1254* NAVD 88     -        59.394  (meters)     194.86   (feet)  ADJUSTED  
 OC1254  ___________________________________________________________________
 OC1254  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 OC1254  DYNAMIC HT  -          59.387 (meters)     194.84  (feet)  COMP
 OC1254  MODELED GRAV-     980,506.1   (mgal)                       NAVD 88
 OC1254
 OC1254  VERT ORDER  -  SECOND    CLASS I
 OC1254
 OC1254.The horizontal coordinates were scaled from a topographic map and have
 OC1254.an estimated accuracy of +/- 6 seconds.
 OC1254
 OC1254.The orthometric height was determined by differential leveling
 OC1254.and adjusted by the National Geodetic Survey in June 1991..
 OC1254
 OC1254.The geoid height was determined by GEOID03.
 OC1254
 OC1254.The dynamic height is computed by dividing the NAVD 88
 OC1254.geopotential number by the normal gravity value computed on the
 OC1254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1254.degrees latitude (g = 980.6199 gals.).
 OC1254
 OC1254.The modeled gravity was interpolated from observed gravity values.
 OC1254
 OC1254;                    North         East    Units  Estimated Accuracy
 OC1254;SPC ME W     -   117,180.      906,920.      MT  (+/- 180 meters Scaled)
 OC1254
 OC1254                          SUPERSEDED SURVEY CONTROL
 OC1254
 OC1254  NGVD 29 (??/??/92)   59.587  (m)          195.50   (f) ADJ UNCH    2 1
 OC1254
 OC1254.Superseded values are not recommended for survey control.
 OC1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1254.See file dsdata.txt to determine how the superseded data were derived.
 OC1254
 OC1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ132600(NAD 83)
 OC1254_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OC1254+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2005
 OC1254
 OC1254  HISTORY     - Date     Condition        Report By
 OC1254  HISTORY     - 1975     MONUMENTED       MEDT
 OC1254  HISTORY     - 20050620 GOOD             GEOCAC
 OC1254
 OC1254                          STATION DESCRIPTION
 OC1254
 OC1254'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 OC1254'ABOUT 6.7 MILES SOUTHWESTERLY ALONG I-95 SOUTHBOUND FROM STATE HIGHWAY
 OC1254'196 OVERPASS CROSSING OF I-95 (TOPSHAM-LISBON EXIT), 0.1 MILE SOUTH OF
 OC1254'A SOUTHBOUND SIGN WHICH READS FREEPORT-DURHAM EXIT TWO MILES. 72 FEET
 OC1254'NORTHWEST OF AND ABOUT LEVEL WITH THE CENTERLINE OF I-95 SOUTHBOUND, A
 OC1254'DISK SET FLUSH IN THE TOP OF A CONCRETE POST, 1.0 FOOT SOUTHEAST OF A
 OC1254'METAL WITNESS POST AND 1.9 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE
 OC1254'AND PROJECTING 4 INCHES.
 OC1254
 OC1254                          STATION RECOVERY (2005)
 OC1254
 OC1254'RECOVERY NOTE BY GEOCACHING 2005 (JKS)
 OC1254'RECOVERED IN GOOD CONDITION AT THE DESCRIBED LOCATION. SUBMITTED BY
 OC1254'J.K. SNYDER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0081 ***********************************************************************
 OB0081  DESIGNATION -  A 155
 OB0081  PID         -  OB0081
 OB0081  STATE/COUNTY-  ME/LINCOLN
 OB0081  USGS QUAD   -  PEMAQUID POINT (1997)
 OB0081
 OB0081                         *CURRENT SURVEY CONTROL
 OB0081  ___________________________________________________________________
 OB0081* NAD 83(1986)-  43 52 24.     (N)    069 30 49.     (W)     SCALED    
 OB0081* NAVD 88     -        25.156  (meters)      82.53   (feet)  ADJUSTED  
 OB0081  ___________________________________________________________________
 OB0081  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 OB0081  DYNAMIC HT  -          25.153 (meters)      82.52  (feet)  COMP
 OB0081  MODELED GRAV-     980,526.6   (mgal)                       NAVD 88
 OB0081
 OB0081  VERT ORDER  -  SECOND    CLASS 0
 OB0081
 OB0081.The horizontal coordinates were scaled from a topographic map and have
 OB0081.an estimated accuracy of +/- 6 seconds.
 OB0081
 OB0081.The orthometric height was determined by differential leveling
 OB0081.and adjusted by the National Geodetic Survey in June 1991..
 OB0081
 OB0081.The geoid height was determined by GEOID03.
 OB0081
 OB0081.The dynamic height is computed by dividing the NAVD 88
 OB0081.geopotential number by the normal gravity value computed on the
 OB0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0081.degrees latitude (g = 980.6199 gals.).
 OB0081
 OB0081.The modeled gravity was interpolated from observed gravity values.
 OB0081
 OB0081;                    North         East    Units  Estimated Accuracy
 OB0081;SPC ME W     -   115,750.      952,490.      MT  (+/- 180 meters Scaled)
 OB0081
 OB0081                          SUPERSEDED SURVEY CONTROL
 OB0081
 OB0081  NGVD 29 (??/??/92)   25.365  (m)           83.22   (f) ADJ UNCH    2 0
 OB0081
 OB0081.Superseded values are not recommended for survey control.
 OB0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0081.See file dsdata.txt to determine how the superseded data were derived.
 OB0081
 OB0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ587579(NAD 83)
 OB0081_MARKER: DB = BENCH MARK DISK
 OB0081_SETTING: 66 = SET IN ROCK OUTCROP
 OB0081_SP_SET: BEDROCK
 OB0081_STAMPING: A 155 1963
 OB0081_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0081+STABILITY: POSITION/ELEVATION WELL
 OB0081
 OB0081  HISTORY     - Date     Condition        Report By
 OB0081  HISTORY     - 1963     MONUMENTED       CGS
 OB0081  HISTORY     - 19940716 GOOD             USPSQD
 OB0081  HISTORY     - 20020719 GOOD             USPSQD
 OB0081
 OB0081                          STATION DESCRIPTION
 OB0081
 OB0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OB0081'0.65 MI W FROM NEW HARBOR.
 OB0081'ABOUT 0.65 MILE WEST ALONG A BLACK TOP ROAD FROM THE POST OFFICE AT
 OB0081'NEW HARBOR AND THE JUNCTION OF STATE HIGHWAY 130, 0.6 MILE EAST OF THE
 OB0081'FORT WILLIAM HENRY MEMORIAL MONUEMENT, SET ON THE TOP OF A 3-BY-3-FOOT
 OB0081'FLAT EXPOSED BEDROCK, 48 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 49
 OB0081'FEET EAST OF THE NORTHEAST CORNER OF A ONE-STORY GREEN SHINGLE SIDED
 OB0081'RESIDENCE, 18 1/2 FEET EAST OF THE CENTER LINE OF DRIVEWAY AND ABOUT 1
 OB0081'FOOT ABOVE THE LEVEL OF THE ROAD.
 OB0081
 OB0081                          STATION RECOVERY (1994)
 OB0081
 OB0081'RECOVERY NOTE BY US POWER SQUADRON 1994
 OB0081'RECOVERED IN GOOD CONDITION.
 OB0081
 OB0081                          STATION RECOVERY (2002)
 OB0081
 OB0081'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAB)
 OB0081'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1255 ***********************************************************************
 OC1255  DESIGNATION -  A 155
 OC1255  PID         -  OC1255
 OC1255  STATE/COUNTY-  ME/CUMBERLAND
 OC1255  USGS QUAD   -  LISBON FALLS SOUTH (1979)
 OC1255
 OC1255                         *CURRENT SURVEY CONTROL
 OC1255  ___________________________________________________________________
 OC1255* NAD 83(1986)-  43 52 40.     (N)    070 05 08.     (W)     SCALED    
 OC1255* NAVD 88     -        43.835  (meters)     143.82   (feet)  ADJUSTED  
 OC1255  ___________________________________________________________________
 OC1255  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 OC1255  DYNAMIC HT  -          43.830 (meters)     143.80  (feet)  COMP
 OC1255  MODELED GRAV-     980,507.9   (mgal)                       NAVD 88
 OC1255
 OC1255  VERT ORDER  -  SECOND    CLASS I
 OC1255
 OC1255.The horizontal coordinates were scaled from a topographic map and have
 OC1255.an estimated accuracy of +/- 6 seconds.
 OC1255
 OC1255.The orthometric height was determined by differential leveling
 OC1255.and adjusted by the National Geodetic Survey in June 1991..
 OC1255
 OC1255.The geoid height was determined by GEOID03.
 OC1255
 OC1255.The dynamic height is computed by dividing the NAVD 88
 OC1255.geopotential number by the normal gravity value computed on the
 OC1255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1255.degrees latitude (g = 980.6199 gals.).
 OC1255
 OC1255.The modeled gravity was interpolated from observed gravity values.
 OC1255
 OC1255;                    North         East    Units  Estimated Accuracy
 OC1255;SPC ME W     -   116,040.      906,520.      MT  (+/- 180 meters Scaled)
 OC1255
 OC1255                          SUPERSEDED SURVEY CONTROL
 OC1255
 OC1255  NGVD 29 (??/??/92)   44.029  (m)          144.45   (f) ADJ UNCH    2 1
 OC1255
 OC1255.Superseded values are not recommended for survey control.
 OC1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1255.See file dsdata.txt to determine how the superseded data were derived.
 OC1255
 OC1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ127588(NAD 83)
 OC1255_MARKER: DD = SURVEY DISK
 OC1255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC1255_STAMPING: A-155 8-07-74
 OC1255_MARK LOGO: MEDT  
 OC1255_MAGNETIC: N = NO MAGNETIC MATERIAL
 OC1255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC1255+STABILITY: SURFACE MOTION
 OC1255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OC1255+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2005
 OC1255
 OC1255  HISTORY     - Date     Condition        Report By
 OC1255  HISTORY     - 1975     MONUMENTED       MEDT
 OC1255  HISTORY     - 19990101 GOOD             MEDT
 OC1255  HISTORY     - 20050620 GOOD             GEOCAC
 OC1255
 OC1255                          STATION DESCRIPTION
 OC1255
 OC1255'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 OC1255'ABOUT 7.4 MILES SOUTHWESTERLY ALONG I-95 SOUTHBOUND FROM THE STATE
 OC1255'HIGHWAY 196 OVERPASS CROSSING OF I-95 (TOPSHAM-LISBON EXIT), 73 FEET
 OC1255'NORTHWEST OF AND 2 1/2 FEET BELOW THE CENTERLINE OF I-95 SOUTHBOUND, A
 OC1255'DISK SET FLUSH IN THE TOP OF A CYLINDRICAL CONCRETE POST 6.7 FEET
 OC1255'NORTH OF THE MOST WESTERLY ONE OF THREE ALUMINUM SIGN POSTS ON THE
 OC1255'SIGN WHICH READS, BRADBURY MTN. STATE PARK NEXT RIGHT.  1.8 FEET
 OC1255'SOUTHEAST OF THE RIGHT-OF-WAY FENCE AND 1.0 FOOT SOUTHEAST OF THE
 OC1255'METAL WITNESS POST.
 OC1255
 OC1255                          STATION RECOVERY (1999)
 OC1255
 OC1255'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1999 (LAI)
 OC1255'ESTABLISHED DURING A JANUARY 1975 SURVEY FOR LEVELS ALONG A PORTION OF
 OC1255'INTERSTATE 95 BETWEEN TOPSHAM AND FREEPORT, MAINE.  THIS MARK WAS
 OC1255'RECOVERED BY A SURVEY PARTY OF THE MAINE DEPARTMENT OF TRANSPORTATION
 OC1255'DURING LEVELLING FOR AN UPCOMING PROJECT DURING JANUARY, 1999.
 OC1255
 OC1255                          STATION RECOVERY (2005)
 OC1255
 OC1255'RECOVERY NOTE BY GEOCACHING 2005 (JKS)
 OC1255'RECOVERED IN GOOD CONDITION AT THE DESCRIBED LOCATION. SUBMITTED BY
 OC1255'J.K. SNYDER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1256 ***********************************************************************
 OC1256  DESIGNATION -  A 156
 OC1256  PID         -  OC1256
 OC1256  STATE/COUNTY-  ME/CUMBERLAND
 OC1256  USGS QUAD   -  FREEPORT (1970)
 OC1256
 OC1256                         *CURRENT SURVEY CONTROL
 OC1256  ___________________________________________________________________
 OC1256* NAD 83(1986)-  43 52 05.     (N)    070 06 12.     (W)     SCALED    
 OC1256* NAVD 88     -        52.021  (meters)     170.67   (feet)  ADJUSTED  
 OC1256  ___________________________________________________________________
 OC1256  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 OC1256  DYNAMIC HT  -          52.015 (meters)     170.65  (feet)  COMP
 OC1256  MODELED GRAV-     980,512.9   (mgal)                       NAVD 88
 OC1256
 OC1256  VERT ORDER  -  SECOND    CLASS I
 OC1256
 OC1256.The horizontal coordinates were scaled from a topographic map and have
 OC1256.an estimated accuracy of +/- 6 seconds.
 OC1256
 OC1256.The orthometric height was determined by differential leveling
 OC1256.and adjusted by the National Geodetic Survey in June 1991..
 OC1256
 OC1256.The geoid height was determined by GEOID03.
 OC1256
 OC1256.The dynamic height is computed by dividing the NAVD 88
 OC1256.geopotential number by the normal gravity value computed on the
 OC1256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1256.degrees latitude (g = 980.6199 gals.).
 OC1256
 OC1256.The modeled gravity was interpolated from observed gravity values.
 OC1256
 OC1256;                    North         East    Units  Estimated Accuracy
 OC1256;SPC ME W     -   114,960.      905,090.      MT  (+/- 180 meters Scaled)
 OC1256
 OC1256                          SUPERSEDED SURVEY CONTROL
 OC1256
 OC1256  NGVD 29 (??/??/92)   52.215  (m)          171.31   (f) ADJ UNCH    2 1
 OC1256
 OC1256.Superseded values are not recommended for survey control.
 OC1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1256.See file dsdata.txt to determine how the superseded data were derived.
 OC1256
 OC1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ113578(NAD 83)
 OC1256_MARKER: DD = SURVEY DISK
 OC1256_SETTING: 66 = SET IN ROCK OUTCROP
 OC1256_STAMPING: A-156 8-06-74
 OC1256_MARK LOGO: MEDT  
 OC1256_MAGNETIC: N = NO MAGNETIC MATERIAL
 OC1256_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC1256+STABILITY: POSITION/ELEVATION WELL
 OC1256
 OC1256  HISTORY     - Date     Condition        Report By
 OC1256  HISTORY     - 1975     MONUMENTED       MEDT
 OC1256  HISTORY     - 19990101 GOOD             MEDT
 OC1256
 OC1256                          STATION DESCRIPTION
 OC1256
 OC1256'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 OC1256'ABOUT 8.5 MILES SOUTHWESTERLY ALONG I-95 SOUTHBOUND FROM THE STATE
 OC1256'HIGHWAY 196 OVERPASS CROSSING OF I-95 (TOPSHAM-LISBON EXIT) AND ABOUT
 OC1256'0.4 MILE NORTHEASTERLY FROM THE STATE HIGHWAY 125, 136 OVERPASS
 OC1256'CROSSING OF I-95 (FREEPORT-DURHAM EXIT), 0.6 MILE SOUTHWEST OF A SIGN
 OC1256'WHICH READS FREEPORT-DURHAM EXIT 1 MILE, 65 FEET NORTH OF AND 7 FEET
 OC1256'ABOVE THE CENTERLINE OF I-95 SOUTHBOUND, A DISK SET FLUSH NEAR THE TOP
 OC1256'OF THE SOUTHERN END OF 50 FEET OF EXPOSED BEDROCK 35 FEET SOUTH OF THE
 OC1256'RIGHT-OF-WAY FENCE AND 3.2 FEET SOUTHEAST OF A METAL WITNESS POST.
 OC1256
 OC1256                          STATION RECOVERY (1999)
 OC1256
 OC1256'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1999 (LAI)
 OC1256'THIS MARK A 156 WAS ESTABLISHED DURING A JANUARY, 1975 SURVEY FOR
 OC1256'LEVELS ALONG A PORTION OF INTERSTATE 95 BETWEEN TOPSHAM AND FREEPORT,
 OC1256'MAINE.  THIS WAS RECOVERED BY A SURVEY PARTY OF THE MAINE DEPARTMENT
 OC1256'OF TRANSPORTATION DURING LEVELLING FOR AN UPCOMING PROJECT DURING
 OC1256'JANUARY, 1999.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0063 ***********************************************************************
 OB0063  DESIGNATION -  A 156
 OB0063  PID         -  OB0063
 OB0063  STATE/COUNTY-  ME/LINCOLN
 OB0063  USGS QUAD   -  BRISTOL (1969)
 OB0063
 OB0063                         *CURRENT SURVEY CONTROL
 OB0063  ___________________________________________________________________
 OB0063* NAD 83(1986)-  43 57 04.     (N)    069 32 20.     (W)     SCALED    
 OB0063* NAVD 88     -        49.183  (meters)     161.36   (feet)  ADJUSTED  
 OB0063  ___________________________________________________________________
 OB0063  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 OB0063  DYNAMIC HT  -          49.178 (meters)     161.34  (feet)  COMP
 OB0063  MODELED GRAV-     980,525.6   (mgal)                       NAVD 88
 OB0063
 OB0063  VERT ORDER  -  SECOND    CLASS 0
 OB0063
 OB0063.The horizontal coordinates were scaled from a topographic map and have
 OB0063.an estimated accuracy of +/- 6 seconds.
 OB0063
 OB0063.The orthometric height was determined by differential leveling
 OB0063.and adjusted by the National Geodetic Survey in June 1991..
 OB0063
 OB0063.The geoid height was determined by GEOID03.
 OB0063
 OB0063.The dynamic height is computed by dividing the NAVD 88
 OB0063.geopotential number by the normal gravity value computed on the
 OB0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0063.degrees latitude (g = 980.6199 gals.).
 OB0063
 OB0063.The modeled gravity was interpolated from observed gravity values.
 OB0063
 OB0063;                    North         East    Units  Estimated Accuracy
 OB0063;SPC ME W     -   124,370.      950,390.      MT  (+/- 180 meters Scaled)
 OB0063
 OB0063                          SUPERSEDED SURVEY CONTROL
 OB0063
 OB0063  NGVD 29 (??/??/92)   49.391  (m)          162.04   (f) ADJ UNCH    2 0
 OB0063
 OB0063.Superseded values are not recommended for survey control.
 OB0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0063.See file dsdata.txt to determine how the superseded data were derived.
 OB0063
 OB0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ567665(NAD 83)
 OB0063_MARKER: DB = BENCH MARK DISK
 OB0063_SETTING: 66 = SET IN ROCK OUTCROP
 OB0063_SP_SET: BEDROCK
 OB0063_STAMPING: A 156 1963
 OB0063_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0063+STABILITY: POSITION/ELEVATION WELL
 OB0063
 OB0063  HISTORY     - Date     Condition        Report By
 OB0063  HISTORY     - 1963     MONUMENTED       CGS
 OB0063  HISTORY     - 19910826 MARK NOT FOUND   USPSQD
 OB0063
 OB0063                          STATION DESCRIPTION
 OB0063
 OB0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OB0063'1.7 MI SW FROM BRISTOL.
 OB0063'ABOUT 0.3 MILE SOUTH ALONG STATE HIGHWAY 130 FROM THE BRISTOL TOWN
 OB0063'HALL AT BRISTOL, THENCE 1.5 MILE WEST ALONG A GRAVEL ROAD, ON THE WEST
 OB0063'SLOPE OF A HILL, 0.3 MILE EAST OF A Y JUNCTION, SET ON THE TOP OF A
 OB0063'LARGE MASS OF EXPOSED BEDROCK WHICH PROJECTS 2 FEET ABOVE THE LEVEL OF
 OB0063'THE GROUND, 0.05 MILE WEST OF THE TOP OF A SHORT HILL, 57 FEET NORTH
 OB0063'OF THE CENTER LINE OF THE ROAD AND ABOUT 2 FEET ABOVE THE LEVEL OF THE
 OB0063'ROAD.  NOTE-- MARK MAY BE REACHED FROM THE POST OFFICE IN THE SMALL
 OB0063'VILLAGE OF WALPOLE BY GOING 0.1 MILE SOUTH ALONG STATE HIGHWAY 129
 OB0063'THENCE 0.95 MILE SOUTHEAST ALONG GRAVEL ROAD TO MARK ON LEFT AS
 OB0063'DESCRIBED.
 OB0063
 OB0063                          STATION RECOVERY (1991)
 OB0063
 OB0063'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OB0063'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0129 ***********************************************************************
 OB0129  DESIGNATION -  A 157
 OB0129  PID         -  OB0129
 OB0129  STATE/COUNTY-  ME/LINCOLN
 OB0129  USGS QUAD   -  BOOTHBAY HARBOR (1997)
 OB0129
 OB0129                         *CURRENT SURVEY CONTROL
 OB0129  ___________________________________________________________________
 OB0129* NAD 83(1986)-  43 50 45.     (N)    069 38 59.     (W)     SCALED    
 OB0129* NAVD 88     -        17.836  (meters)      58.52   (feet)  ADJUSTED  
 OB0129  ___________________________________________________________________
 OB0129  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 OB0129  DYNAMIC HT  -          17.834 (meters)      58.51  (feet)  COMP
 OB0129  MODELED GRAV-     980,525.9   (mgal)                       NAVD 88
 OB0129
 OB0129  VERT ORDER  -  SECOND    CLASS 0
 OB0129
 OB0129.The horizontal coordinates were scaled from a topographic map and have
 OB0129.an estimated accuracy of +/- 6 seconds.
 OB0129
 OB0129.The orthometric height was determined by differential leveling
 OB0129.and adjusted by the National Geodetic Survey in June 1991..
 OB0129
 OB0129.The geoid height was determined by GEOID03.
 OB0129
 OB0129.The dynamic height is computed by dividing the NAVD 88
 OB0129.geopotential number by the normal gravity value computed on the
 OB0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0129.degrees latitude (g = 980.6199 gals.).
 OB0129
 OB0129.The modeled gravity was interpolated from observed gravity values.
 OB0129
 OB0129;                    North         East    Units  Estimated Accuracy
 OB0129;SPC ME W     -   112,610.      941,570.      MT  (+/- 180 meters Scaled)
 OB0129
 OB0129                          SUPERSEDED SURVEY CONTROL
 OB0129
 OB0129  NGVD 29 (??/??/92)   18.051  (m)           59.22   (f) ADJ UNCH    2 0
 OB0129
 OB0129.Superseded values are not recommended for survey control.
 OB0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0129.See file dsdata.txt to determine how the superseded data were derived.
 OB0129
 OB0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ477549(NAD 83)
 OB0129_MARKER: DB = BENCH MARK DISK
 OB0129_SETTING: 66 = SET IN ROCK OUTCROP
 OB0129_SP_SET: BEDROCK
 OB0129_STAMPING: A 157 1963
 OB0129_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0129+STABILITY: POSITION/ELEVATION WELL
 OB0129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OB0129+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2004
 OB0129
 OB0129  HISTORY     - Date     Condition        Report By
 OB0129  HISTORY     - 1963     MONUMENTED       CGS
 OB0129  HISTORY     - 1990     GOOD             USPSQD
 OB0129  HISTORY     - 20040519 GOOD             USPSQD
 OB0129  HISTORY     - 20051205 GOOD             USPSQD
 OB0129
 OB0129                          STATION DESCRIPTION
 OB0129
 OB0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OB0129'0.3 MI SW FROM WEST BOOTHBAY HARBOR.
 OB0129'ABOUT 0.3 MILE SOUTHWEST ALONG STATE HIGHWAY 27 FROM THE POST OFFICE
 OB0129'AT WEST BOOTHBAY, NEAR THE JUNCTION OF THE HIGHWAY, LAKESIDE DRIVE
 OB0129'LEADING NORTH AND MCKOWN POINT ROAD LEADING SOUTH, SET ON THE TOP AND
 OB0129'NEAR THE HIGHEST PART OF A LARGE MASS OF EXPOSED BEDROCK PROJECTING 2
 OB0129'FEET ABOVE THE LEVEL OF THE GROUND, 76 1/2 FEET NORTH OF THE CENTER
 OB0129'LINE OF THE HIGHWAY, 31 1/2 FEET WEST OF THE CENTER LINE OF LAKESIDE
 OB0129'DRIVE, 50 FEET NORTH OF POWER LINE POLE NO. J 84 AND ABOUT 4 FEET
 OB0129'ABOVE THE LEVEL OF THE HIGHWAY.
 OB0129
 OB0129                          STATION RECOVERY (1990)
 OB0129
 OB0129'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMW)
 OB0129'RECOVERED IN GOOD CONDITION.
 OB0129
 OB0129                          STATION RECOVERY (2004)
 OB0129
 OB0129'RECOVERY NOTE BY US POWER SQUADRON 2004 (JS)
 OB0129'THE MARK IS INSIDE A STOCKADE FENCE ENCLOSING THE OWNERS PROPERTY AT
 OB0129'THE INTERSECTION. OTHERWISE THE DESCRIPTION IS CORRECT.
 OB0129
 OB0129                          STATION RECOVERY (2005)
 OB0129
 OB0129'RECOVERY NOTE BY US POWER SQUADRON 2005 (NNR)
 OB0129'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1257 ***********************************************************************
 OC1257  DESIGNATION -  A 157
 OC1257  PID         -  OC1257
 OC1257  STATE/COUNTY-  ME/CUMBERLAND
 OC1257  USGS QUAD   -  FREEPORT (1970)
 OC1257
 OC1257                         *CURRENT SURVEY CONTROL
 OC1257  ___________________________________________________________________
 OC1257* NAD 83(1986)-  43 51 23.     (N)    070 06 43.     (W)     SCALED    
 OC1257* NAVD 88     -        44.465  (meters)     145.88   (feet)  ADJUSTED  
 OC1257  ___________________________________________________________________
 OC1257  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 OC1257  DYNAMIC HT  -          44.460 (meters)     145.87  (feet)  COMP
 OC1257  MODELED GRAV-     980,515.4   (mgal)                       NAVD 88
 OC1257
 OC1257  VERT ORDER  -  SECOND    CLASS I
 OC1257
 OC1257.The horizontal coordinates were scaled from a topographic map and have
 OC1257.an estimated accuracy of +/- 6 seconds.
 OC1257
 OC1257.The orthometric height was determined by differential leveling
 OC1257.and adjusted by the National Geodetic Survey in June 1991..
 OC1257
 OC1257.The geoid height was determined by GEOID03.
 OC1257
 OC1257.The dynamic height is computed by dividing the NAVD 88
 OC1257.geopotential number by the normal gravity value computed on the
 OC1257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1257.degrees latitude (g = 980.6199 gals.).
 OC1257
 OC1257.The modeled gravity was interpolated from observed gravity values.
 OC1257
 OC1257;                    North         East    Units  Estimated Accuracy
 OC1257;SPC ME W     -   113,660.      904,400.      MT  (+/- 180 meters Scaled)
 OC1257
 OC1257                          SUPERSEDED SURVEY CONTROL
 OC1257
 OC1257  NGVD 29 (??/??/92)   44.660  (m)          146.52   (f) ADJ UNCH    2 1
 OC1257
 OC1257.Superseded values are not recommended for survey control.
 OC1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1257.See file dsdata.txt to determine how the superseded data were derived.
 OC1257
 OC1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ106565(NAD 83)
 OC1257_MARKER: DD = SURVEY DISK
 OC1257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC1257_STAMPING: A-157 8-08-74
 OC1257_MARK LOGO: MEDT  
 OC1257_MAGNETIC: N = NO MAGNETIC MATERIAL
 OC1257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC1257+STABILITY: SURFACE MOTION
 OC1257
 OC1257  HISTORY     - Date     Condition        Report By
 OC1257  HISTORY     - 1975     MONUMENTED       MEDT
 OC1257  HISTORY     - 19990101 GOOD             MEDT
 OC1257
 OC1257                          STATION DESCRIPTION
 OC1257
 OC1257'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 OC1257'ABOUT 0.55 MILE SOUTHWESTERLY ALONG I-95 SOUTHBOUND FROM STATE HIGHWAY
 OC1257'125, 136 OVERPASS CROSSING OF I-95 IN FREEPORT (FREEPORT-DURHAM EXIT)
 OC1257'AT THE CENTRAL MAINE POWER COMPANYS POWER LINE, 97 FEET NORTHWEST OF
 OC1257'AND ABOUT 7 FEET BELOW THE CENTERLINE OF I-95 SOUTHBOUND. A DISK SET
 OC1257'FLUSH IN THE TOP OF A CONCRETE POST 13.5 FEET SOUTHEAST OF A C.M.P.
 OC1257'POLE (SEC. 104-62).  2.5 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE, 1.1
 OC1257'FEET SOUTHEAST OF A METAL WITNESS POST AND PROJECTING 4 INCHES ABOVE
 OC1257'GROUND.
 OC1257
 OC1257                          STATION RECOVERY (1999)
 OC1257
 OC1257'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1999 (LAI)
 OC1257'THIS MARK ESTABLISHED DURING A JANUARY, 1975 SURVEY FOR LEVELS ALONG A
 OC1257'PORTION OF INTERSTATE 95 BETWEEN TOPSHAM AND FREEPORT, MAINE.  THESE
 OC1257'WERE RECOVERED BY A SURVEY PARTY OF THE MAINE DEPARTMENT OF
 OC1257'TRANSPORTATION DURING LEVELLING FOR AN UPCOMING PROJECT DURING
 OC1257'JANUARY, 1999.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1258 ***********************************************************************
 OC1258  DESIGNATION -  A 158
 OC1258  PID         -  OC1258
 OC1258  STATE/COUNTY-  ME/CUMBERLAND
 OC1258  USGS QUAD   -  FREEPORT (1970)
 OC1258
 OC1258                         *CURRENT SURVEY CONTROL
 OC1258  ___________________________________________________________________
 OC1258* NAD 83(1986)-  43 51 07.     (N)    070 06 52.     (W)     SCALED    
 OC1258* NAVD 88     -        44.609  (meters)     146.35   (feet)  ADJUSTED  
 OC1258  ___________________________________________________________________
 OC1258  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 OC1258  DYNAMIC HT  -          44.605 (meters)     146.34  (feet)  COMP
 OC1258  MODELED GRAV-     980,515.4   (mgal)                       NAVD 88
 OC1258
 OC1258  VERT ORDER  -  SECOND    CLASS I
 OC1258
 OC1258.The horizontal coordinates were scaled from a topographic map and have
 OC1258.an estimated accuracy of +/- 6 seconds.
 OC1258
 OC1258.The orthometric height was determined by differential leveling
 OC1258.and adjusted by the National Geodetic Survey in June 1991..
 OC1258
 OC1258.The geoid height was determined by GEOID03.
 OC1258
 OC1258.The dynamic height is computed by dividing the NAVD 88
 OC1258.geopotential number by the normal gravity value computed on the
 OC1258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1258.degrees latitude (g = 980.6199 gals.).
 OC1258
 OC1258.The modeled gravity was interpolated from observed gravity values.
 OC1258
 OC1258;                    North         East    Units  Estimated Accuracy
 OC1258;SPC ME W     -   113,170.      904,200.      MT  (+/- 180 meters Scaled)
 OC1258
 OC1258                          SUPERSEDED SURVEY CONTROL
 OC1258
 OC1258  NGVD 29 (??/??/92)   44.80   (m)          147.0    (f) COMPUTED    2 1
 OC1258
 OC1258.Superseded values are not recommended for survey control.
 OC1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1258.See file dsdata.txt to determine how the superseded data were derived.
 OC1258
 OC1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ104560(NAD 83)
 OC1258_MARKER: DD = SURVEY DISK
 OC1258_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC1258_SP_SET: PARAPET OF CONCRETE ABUTMENT
 OC1258_STAMPING: A-158 8-08-74
 OC1258_MARK LOGO: MEDT  
 OC1258_MAGNETIC: N = NO MAGNETIC MATERIAL
 OC1258_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC1258
 OC1258  HISTORY     - Date     Condition        Report By
 OC1258  HISTORY     - 1974     MONUMENTED       MEDT
 OC1258  HISTORY     - 1975     GOOD             MEDT
 OC1258  HISTORY     - 19910418 GOOD             USPSQD
 OC1258  HISTORY     - 19990101 GOOD             MEDT
 OC1258
 OC1258                          STATION DESCRIPTION
 OC1258
 OC1258'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 OC1258'0.95 MI SW FROM FREEPORT.
 OC1258'ABOUT 0.95 MILE SOUTHWESTERLY ALONG I-95 SOUTHBOUND FROM STATE
 OC1258'HIGHWAYS 125, 136 OVERPASS CROSSING OF I-95 (FREEPORT-DURHAM EXIT) AND
 OC1258'0.7 MILE NORTHEASTERLY FROM DESERT OF MAINE ROAD OVERPASS CROSSING OF
 OC1258'I-95 (DESERT ROAD-HUNTER ROAD EXIT), AT THE BRIDGE OVER THE MAINE
 OC1258'CENTRAL RAILROAD, 24 FEET NORTHWEST OF THE CENTERLINE, AND ABOUT LEVEL
 OC1258'WITH THE SURFACE OF I-95 SOUTHBOUND.  A DISK SET FLUSH IN THE PARAPET
 OC1258'OF THE CONCRETE ABUTMENT ON THE NORTHWEST END OF THE BRIDGE, 0.5 FOOT
 OC1258'SOUTH OF THE TOP END OF THE NORTHWEST WINGWALL AND 1.8 FEET NORTHWEST
 OC1258'OF THE FACE OF CONCRETE BRIDGE CURB.
 OC1258
 OC1258                          STATION RECOVERY (1991)
 OC1258
 OC1258'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OC1258'RECOVERED IN GOOD CONDITION.
 OC1258
 OC1258                          STATION RECOVERY (1999)
 OC1258
 OC1258'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1999 (LAI)
 OC1258'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0364 ***********************************************************************
 OC0364  DESIGNATION -  A 158
 OC0364  PID         -  OC0364
 OC0364  STATE/COUNTY-  ME/YORK
 OC0364  USGS QUAD   -  WELLS (1979)
 OC0364
 OC0364                         *CURRENT SURVEY CONTROL
 OC0364  ___________________________________________________________________
 OC0364* NAD 83(1986)-  43 19 23.     (N)    070 36 30.     (W)     SCALED    
 OC0364* NAVD 88     -        36.506  (meters)     119.77   (feet)  ADJUSTED  
 OC0364  ___________________________________________________________________
 OC0364  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 OC0364  DYNAMIC HT  -          36.501 (meters)     119.75  (feet)  COMP
 OC0364  MODELED GRAV-     980,466.3   (mgal)                       NAVD 88
 OC0364
 OC0364  VERT ORDER  -  FIRST     CLASS I
 OC0364
 OC0364.The horizontal coordinates were scaled from a topographic map and have
 OC0364.an estimated accuracy of +/- 6 seconds.
 OC0364
 OC0364.The orthometric height was determined by differential leveling
 OC0364.and adjusted by the National Geodetic Survey in June 1991..
 OC0364
 OC0364.The geoid height was determined by GEOID03.
 OC0364
 OC0364.The dynamic height is computed by dividing the NAVD 88
 OC0364.geopotential number by the normal gravity value computed on the
 OC0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0364.degrees latitude (g = 980.6199 gals.).
 OC0364
 OC0364.The modeled gravity was interpolated from observed gravity values.
 OC0364
 OC0364;                    North         East    Units  Estimated Accuracy
 OC0364;SPC ME W     -    54,500.      864,180.      MT  (+/- 180 meters Scaled)
 OC0364
 OC0364                          SUPERSEDED SURVEY CONTROL
 OC0364
 OC0364  NGVD 29 (??/??/92)   36.729  (m)          120.50   (f) ADJ UNCH    1 1
 OC0364
 OC0364.Superseded values are not recommended for survey control.
 OC0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0364.See file dsdata.txt to determine how the superseded data were derived.
 OC0364
 OC0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH695979(NAD 83)
 OC0364_MARKER: DB = BENCH MARK DISK
 OC0364_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC0364_SP_SET: ABUTMENT
 OC0364_STAMPING: A 158 1966
 OC0364_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC0364
 OC0364  HISTORY     - Date     Condition        Report By
 OC0364  HISTORY     - 1966     MONUMENTED       CGS
 OC0364  HISTORY     - 1979     MARK NOT FOUND   LOCENG
 OC0364  HISTORY     - 19880408 MARK NOT FOUND   USPSQD
 OC0364
 OC0364                          STATION DESCRIPTION
 OC0364
 OC0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OC0364'1.5 MI W FROM WELLS.
 OC0364'ABOUT 1.5 MILES WEST ALONG STATE HIGHWAY 9 FROM THE JUNCTION OF
 OC0364'U.S. HIGHWAY 1 AT WELLS, AT THE OVERPASS WHERE THE MAINE TURNPIKE
 OC0364'CROSSES THE HIGHWAY, SET VERTICALLY IN THE NORTHEAST FACE NEAR
 OC0364'THE NORTHWEST END OF THE SOUTHWEST CONCRETE ABUTMENT OF OVERPASS,
 OC0364'21.0 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1.6 FEET
 OC0364'SOUTHEAST OF THE NORTHWEST END OF THE ABUTMENT, 2 1/2 FEET ABOVE
 OC0364'THE LEVEL OF THE GROUND AND 2 FEET ABOVE THE HIGHWAY.
 OC0364
 OC0364                          STATION RECOVERY (1979)
 OC0364
 OC0364'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 OC0364'MARK NOT FOUND.
 OC0364
 OC0364                          STATION RECOVERY (1988)
 OC0364
 OC0364'RECOVERY NOTE BY US POWER SQUADRON 1988 (RSR)
 OC0364'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1261 ***********************************************************************
 OC1261  DESIGNATION -  A 159
 OC1261  PID         -  OC1261
 OC1261  STATE/COUNTY-  ME/CUMBERLAND
 OC1261  USGS QUAD   -  YARMOUTH (1975)
 OC1261
 OC1261                         *CURRENT SURVEY CONTROL
 OC1261  ___________________________________________________________________
 OC1261* NAD 83(1986)-  43 50 01.     (N)    070 07 50.     (W)     SCALED    
 OC1261* NAVD 88     -        37.134  (meters)     121.83   (feet)  ADJUSTED  
 OC1261  ___________________________________________________________________
 OC1261  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 OC1261  DYNAMIC HT  -          37.130 (meters)     121.82  (feet)  COMP
 OC1261  MODELED GRAV-     980,513.9   (mgal)                       NAVD 88
 OC1261
 OC1261  VERT ORDER  -  SECOND    CLASS I
 OC1261
 OC1261.The horizontal coordinates were scaled from a topographic map and have
 OC1261.an estimated accuracy of +/- 6 seconds.
 OC1261
 OC1261.The orthometric height was determined by differential leveling
 OC1261.and adjusted by the National Geodetic Survey in June 1991..
 OC1261
 OC1261.The geoid height was determined by GEOID03.
 OC1261
 OC1261.The dynamic height is computed by dividing the NAVD 88
 OC1261.geopotential number by the normal gravity value computed on the
 OC1261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1261.degrees latitude (g = 980.6199 gals.).
 OC1261
 OC1261.The modeled gravity was interpolated from observed gravity values.
 OC1261
 OC1261;                    North         East    Units  Estimated Accuracy
 OC1261;SPC ME W     -   111,130.      902,900.      MT  (+/- 180 meters Scaled)
 OC1261
 OC1261                          SUPERSEDED SURVEY CONTROL
 OC1261
 OC1261  NGVD 29 (??/??/92)   37.331  (m)          122.48   (f) ADJ UNCH    2 1
 OC1261
 OC1261.Superseded values are not recommended for survey control.
 OC1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1261.See file dsdata.txt to determine how the superseded data were derived.
 OC1261
 OC1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ091540(NAD 83)
 OC1261_MARKER: DD = SURVEY DISK
 OC1261_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OC1261_SP_SET: CULVERT
 OC1261_STAMPING: A-159 8-08-74
 OC1261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC1261
 OC1261  HISTORY     - Date     Condition        Report By
 OC1261  HISTORY     - 1974     MONUMENTED       MEDT
 OC1261  HISTORY     - 1975     GOOD             MEDT
 OC1261
 OC1261                          STATION DESCRIPTION
 OC1261
 OC1261'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 OC1261'2.45 MI SW FROM FREEPORT.
 OC1261'ABOUT 2.45 MILES SOUTHWESTERLY ALONG I-95 SOUTHBOUND FROM THE STATE
 OC1261'HIGHWAYS 125, 136 OVERPASS CROSSING OF I-95 (FREEPORT-DURHAM EXIT),
 OC1261'AND 0.10 MILE NORTH OF A SIDE ROAD TO THE FREEPORT COUNTRY CLUB, 68
 OC1261'FEET NORTHWEST OF THE CENTERLINE AND ABOUT 4 FEET BELOW THE SURFACE OF
 OC1261'I-95 SOUTHBOUND, A DISK SET FLUSH IN THE TOP OF A 2 FOOT DIAMETER
 OC1261'EXPOSED BEDROCK, 33.5 FEET NORTH OF THE NORTHWEST END OF THE NORTH
 OC1261'CONCRETE HEADWALL ON A 12 INCH CORRUGATED METAL PIPE CULVERT UNDER A
 OC1261'FIELD ENTRANCE AND 32 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE AND 9
 OC1261'FEET SOUTH OF THE WOODS LINE AND 10.2 FEET EAST OF A METAL WITNESS
 OC1261'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0461 ***********************************************************************
 PE0461  DESIGNATION -  A 159
 PE0461  PID         -  PE0461
 PE0461  STATE/COUNTY-  ME/PENOBSCOT
 PE0461  USGS QUAD   -  HERMON (1978)
 PE0461
 PE0461                         *CURRENT SURVEY CONTROL
 PE0461  ___________________________________________________________________
 PE0461* NAD 83(1986)-  44 47 44.     (N)    068 55 15.     (W)     SCALED    
 PE0461* NAVD 88     -        43.587  (meters)     143.00   (feet)  ADJUSTED  
 PE0461  ___________________________________________________________________
 PE0461  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 PE0461  DYNAMIC HT  -          43.585 (meters)     143.00  (feet)  COMP
 PE0461  MODELED GRAV-     980,576.8   (mgal)                       NAVD 88
 PE0461
 PE0461  VERT ORDER  -  FIRST     CLASS I
 PE0461
 PE0461.The horizontal coordinates were scaled from a topographic map and have
 PE0461.an estimated accuracy of +/- 6 seconds.
 PE0461
 PE0461.The orthometric height was determined by differential leveling
 PE0461.and adjusted by the National Geodetic Survey in June 1991..
 PE0461
 PE0461.The geoid height was determined by GEOID03.
 PE0461
 PE0461.The dynamic height is computed by dividing the NAVD 88
 PE0461.geopotential number by the normal gravity value computed on the
 PE0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0461.degrees latitude (g = 980.6199 gals.).
 PE0461
 PE0461.The modeled gravity was interpolated from observed gravity values.
 PE0461
 PE0461;                    North         East    Units  Estimated Accuracy
 PE0461;SPC ME E     -   125,510.      266,700.      MT  (+/- 180 meters Scaled)
 PE0461
 PE0461                          SUPERSEDED SURVEY CONTROL
 PE0461
 PE0461  NGVD 29 (??/??/92)   43.800  (m)          143.70   (f) ADJ UNCH    1 1
 PE0461
 PE0461.Superseded values are not recommended for survey control.
 PE0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0461.See file dsdata.txt to determine how the superseded data were derived.
 PE0461
 PE0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK062602(NAD 83)
 PE0461_MARKER: DB = BENCH MARK DISK
 PE0461_SETTING: 66 = SET IN ROCK OUTCROP
 PE0461_SP_SET: ROCK OUTCROP
 PE0461_STAMPING: A 159 1966
 PE0461_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0461+STABILITY: POSITION/ELEVATION WELL
 PE0461
 PE0461  HISTORY     - Date     Condition        Report By
 PE0461  HISTORY     - 1966     MONUMENTED       CGS
 PE0461  HISTORY     - 1978     GOOD             DOD
 PE0461
 PE0461                          STATION DESCRIPTION
 PE0461
 PE0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE0461'6.6 MI E FROM CARMEL.
 PE0461'6.6 MILES EAST ALONG THE MAINE CENTRAL RAILROAD FROM THE OVERPASS
 PE0461'CROSSING OF U.S. HIGHWAY 2 AT CARMEL, ABOUT 0.4 MILE EAST OF
 PE0461'THE CROSSING OF KLATT ROAD, ABOUT 0.25 MILE EAST OF MILEPOST
 PE0461'P128/V123, ON THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING
 PE0461'SOUTHWEST AND SOUTHEAST, IN THE TOP OF A ROCK THAT THE EXPOSED
 PE0461'PORTION IS ABOUT 5-BY-8-FOOT AND PROJECTS 3 FEET, 18.2 FEET NORTH
 PE0461'OF THE NORTH RAIL, AND ABOUT LEVEL WITH THE TRACK.
 PE0461
 PE0461                          STATION RECOVERY (1978)
 PE0461
 PE0461'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE0461'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0221 ***********************************************************************
 PF0221  DESIGNATION -  A 16
 PF0221  PID         -  PF0221
 PF0221  STATE/COUNTY-  ME/OXFORD
 PF0221  USGS QUAD   -  FRYEBURG (1989)
 PF0221
 PF0221                         *CURRENT SURVEY CONTROL
 PF0221  ___________________________________________________________________
 PF0221* NAD 83(1986)-  44 00 02.     (N)    070 59 48.     (W)     SCALED    
 PF0221* NAVD 88     -       138.449  (meters)     454.23   (feet)  ADJUSTED  
 PF0221  ___________________________________________________________________
 PF0221  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 PF0221  DYNAMIC HT  -         138.426 (meters)     454.15  (feet)  COMP
 PF0221  MODELED GRAV-     980,449.1   (mgal)                       NAVD 88
 PF0221
 PF0221  VERT ORDER  -  SECOND    CLASS 0
 PF0221
 PF0221.The horizontal coordinates were scaled from a topographic map and have
 PF0221.an estimated accuracy of +/- 6 seconds.
 PF0221
 PF0221.The orthometric height was determined by differential leveling
 PF0221.and adjusted by the National Geodetic Survey in June 1991..
 PF0221
 PF0221.The geoid height was determined by GEOID03.
 PF0221
 PF0221.The dynamic height is computed by dividing the NAVD 88
 PF0221.geopotential number by the normal gravity value computed on the
 PF0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0221.degrees latitude (g = 980.6199 gals.).
 PF0221
 PF0221.The modeled gravity was interpolated from observed gravity values.
 PF0221
 PF0221;                    North         East    Units  Estimated Accuracy
 PF0221;SPC ME W     -   130,010.      833,430.      MT  (+/- 180 meters Scaled)
 PF0221
 PF0221                          SUPERSEDED SURVEY CONTROL
 PF0221
 PF0221  NGVD 29 (??/??/92)  138.590  (m)          454.69   (f) ADJ UNCH    2 0
 PF0221
 PF0221.Superseded values are not recommended for survey control.
 PF0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0221.See file dsdata.txt to determine how the superseded data were derived.
 PF0221
 PF0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ399738(NAD 83)
 PF0221_MARKER: DB = BENCH MARK DISK
 PF0221_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PF0221_SP_SET: MONUMENT
 PF0221_STAMPING: A 16 1933
 PF0221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PF0221
 PF0221  HISTORY     - Date     Condition        Report By
 PF0221  HISTORY     - 1933     MONUMENTED       CGS
 PF0221  HISTORY     - 1964     GOOD             USGS
 PF0221  HISTORY     - 1975     GOOD             NGS
 PF0221  HISTORY     - 20040401 GOOD             GEOCAC
 PF0221
 PF0221                          STATION DESCRIPTION
 PF0221
 PF0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PF0221'1.3 MI W FROM FRYEBURG.
 PF0221'1.3 MILES WEST ALONG THE MAINE CENTRAL RAILROAD FROM THE STATION
 PF0221'AT FRYEBURG, 700 FEET WEST OF MILEPOST P 51, 50 FEET NORTH OF
 PF0221'THE CENTERLINE OF THE TRACK, IN THE WEST FACE OF A MAINE-NEW
 PF0221'HAMPSHIRE STATE-LINE MONUMENT, AND 2 FEET ABOVE THE TRACK.  SET
 PF0221'VERTICALLY.
 PF0221
 PF0221                          STATION RECOVERY (1964)
 PF0221
 PF0221'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 PF0221'RECOVERED IN GOOD CONDITION.
 PF0221
 PF0221                          STATION RECOVERY (1975)
 PF0221
 PF0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 PF0221'RECOVERED IN GOOD CONDITION.
 PF0221
 PF0221                          STATION RECOVERY (2004)
 PF0221
 PF0221'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 PF0221'RECOVERED AS DESCRIBED. DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0046 ***********************************************************************
 PE0046  DESIGNATION -  A 160
 PE0046  PID         -  PE0046
 PE0046  STATE/COUNTY-  ME/HANCOCK
 PE0046  USGS QUAD   -  HANCOCK (1981)
 PE0046
 PE0046                         *CURRENT SURVEY CONTROL
 PE0046  ___________________________________________________________________
 PE0046* NAD 83(1986)-  44 34 33.     (N)    068 19 48.     (W)     SCALED    
 PE0046* NAVD 88     -        29.063  (meters)      95.35   (feet)  ADJUSTED  
 PE0046  ___________________________________________________________________
 PE0046  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 PE0046  DYNAMIC HT  -          29.061 (meters)      95.34  (feet)  COMP
 PE0046  MODELED GRAV-     980,566.7   (mgal)                       NAVD 88
 PE0046  OBS GRAVITY -     980,567.1   (mgal)                       GRAV_OBS
 PE0046
 PE0046  VERT ORDER  -  FIRST     CLASS I
 PE0046
 PE0046.The horizontal coordinates were scaled from a topographic map and have
 PE0046.an estimated accuracy of +/- 6 seconds.
 PE0046
 PE0046.The orthometric height was determined by differential leveling
 PE0046.and adjusted by the National Geodetic Survey in June 1991..
 PE0046
 PE0046.The geoid height was determined by GEOID03.
 PE0046
 PE0046.The dynamic height is computed by dividing the NAVD 88
 PE0046.geopotential number by the normal gravity value computed on the
 PE0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0046.degrees latitude (g = 980.6199 gals.).
 PE0046
 PE0046.The modeled gravity was interpolated from observed gravity values.
 PE0046.The observed gravity was obtained from relative gravimeter ties
 PE0046.to the IGSN71 gravity network.
 PE0046
 PE0046;                    North         East    Units  Estimated Accuracy
 PE0046;SPC ME E     -   101,030.      313,500.      MT  (+/- 180 meters Scaled)
 PE0046
 PE0046                          SUPERSEDED SURVEY CONTROL
 PE0046
 PE0046  NGVD 29 (??/??/92)   29.260  (m)           96.00   (f) ADJ UNCH    1 1
 PE0046
 PE0046.Superseded values are not recommended for survey control.
 PE0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0046.See file dsdata.txt to determine how the superseded data were derived.
 PE0046
 PE0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK531360(NAD 83)
 PE0046_MARKER: DB = BENCH MARK DISK
 PE0046_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE0046_SP_SET: CULVERT
 PE0046_STAMPING: A 160 1966
 PE0046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE0046
 PE0046  HISTORY     - Date     Condition        Report By
 PE0046  HISTORY     - 1966     MONUMENTED       CGS
 PE0046  HISTORY     - 1978     GOOD             DMA
 PE0046
 PE0046                          STATION DESCRIPTION
 PE0046
 PE0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE0046'3.5 MI NE FROM WASHINGTON JUNCTION.
 PE0046'3.5 MILES NORTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE0046'STATION AT WASHINGTON JUNCTION, 0.65 MILE WEST OF A DIRT ROAD
 PE0046'CROSSING, 5 RAILS WEST OF MILEPOST P172/C98, IN THE TOP OF THE
 PE0046'EAST END OF THE SOUTH HEAD WALL FOR A 3-FOOT BOX CULVERT, 7.3
 PE0046'FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 1 FOOT BELOW THE LEVEL
 PE0046'OF THE TRACK.
 PE0046
 PE0046                          STATION RECOVERY (1978)
 PE0046
 PE0046'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PE0046'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1262 ***********************************************************************
 OC1262  DESIGNATION -  A 160
 OC1262  PID         -  OC1262
 OC1262  STATE/COUNTY-  ME/CUMBERLAND
 OC1262  USGS QUAD   -  YARMOUTH (1975)
 OC1262
 OC1262                         *CURRENT SURVEY CONTROL
 OC1262  ___________________________________________________________________
 OC1262* NAD 83(1986)-  43 49 23.     (N)    070 08 28.     (W)     SCALED    
 OC1262* NAVD 88     -        25.748  (meters)      84.47   (feet)  ADJUSTED  
 OC1262  ___________________________________________________________________
 OC1262  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 OC1262  DYNAMIC HT  -          25.745 (meters)      84.47  (feet)  COMP
 OC1262  MODELED GRAV-     980,512.7   (mgal)                       NAVD 88
 OC1262
 OC1262  VERT ORDER  -  SECOND    CLASS I
 OC1262
 OC1262.The horizontal coordinates were scaled from a topographic map and have
 OC1262.an estimated accuracy of +/- 6 seconds.
 OC1262
 OC1262.The orthometric height was determined by differential leveling
 OC1262.and adjusted by the National Geodetic Survey in June 1991..
 OC1262
 OC1262.The geoid height was determined by GEOID03.
 OC1262
 OC1262.The dynamic height is computed by dividing the NAVD 88
 OC1262.geopotential number by the normal gravity value computed on the
 OC1262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1262.degrees latitude (g = 980.6199 gals.).
 OC1262
 OC1262.The modeled gravity was interpolated from observed gravity values.
 OC1262
 OC1262;                    North         East    Units  Estimated Accuracy
 OC1262;SPC ME W     -   109,950.      902,060.      MT  (+/- 180 meters Scaled)
 OC1262
 OC1262                          SUPERSEDED SURVEY CONTROL
 OC1262
 OC1262  NGVD 29 (??/??/92)   25.947  (m)           85.13   (f) ADJ UNCH    2 1
 OC1262
 OC1262.Superseded values are not recommended for survey control.
 OC1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1262.See file dsdata.txt to determine how the superseded data were derived.
 OC1262
 OC1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ082528(NAD 83)
 OC1262_MARKER: DD = SURVEY DISK
 OC1262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC1262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OC1262_STAMPING: A-160 8-08-74
 OC1262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC1262+STABILITY: SURFACE MOTION
 OC1262
 OC1262  HISTORY     - Date     Condition        Report By
 OC1262  HISTORY     - 1974     MONUMENTED       MEDT
 OC1262  HISTORY     - 1975     GOOD             MEDT
 OC1262  HISTORY     - 19910515 MARK NOT FOUND   USPSQD
 OC1262
 OC1262                          STATION DESCRIPTION
 OC1262
 OC1262'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 OC1262'3.4 MI SW FROM FREEPORT.
 OC1262'ABOUT 3.4 MILES SOUTHWESTERLY ALONG I-95 SOUTHBOUND FROM THE STATE
 OC1262'HIGHWAYS 125, 136 OVERPASS CROSSING OF I-95 (FREEPORT-DURHAM EXIT),
 OC1262'150 FEET WESTERLY FROM THE CATCH BASIN ON THE WEST EDGE OF THE
 OC1262'CROSSOVER ISLAND BETWEEN THE NORTHBOUND AND SOUTHBOUND LANES OF I-95,
 OC1262'95 FEET NORTHWEST OF AND 5.5 FEET ABOVE THE CENTERLINE OF I-95
 OC1262'SOUTHBOUND.  A DISK SET FLUSH IN THE TOP OF A CYLINDRICAL CONCRETE
 OC1262'POST 5.2 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE AND 1.3 FEET
 OC1262'SOUTHEAST OF A METAL WITNESS POST AND PROJECTING 2 IN. ABOVE GROUND AT
 OC1262'THE TOP OF A GRASSY KNOLL.
 OC1262
 OC1262                          STATION RECOVERY (1991)
 OC1262
 OC1262'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OC1262'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1263 ***********************************************************************
 OC1263  DESIGNATION -  A 161
 OC1263  PID         -  OC1263
 OC1263  STATE/COUNTY-  ME/CUMBERLAND
 OC1263  USGS QUAD   -  YARMOUTH (1975)
 OC1263
 OC1263                         *CURRENT SURVEY CONTROL
 OC1263  ___________________________________________________________________
 OC1263* NAD 83(1986)-  43 48 46.     (N)    070 09 11.     (W)     SCALED    
 OC1263* NAVD 88     -         4.098  (meters)      13.44   (feet)  ADJUSTED  
 OC1263  ___________________________________________________________________
 OC1263  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 OC1263  DYNAMIC HT  -           4.098 (meters)      13.44  (feet)  COMP
 OC1263  MODELED GRAV-     980,511.2   (mgal)                       NAVD 88
 OC1263
 OC1263  VERT ORDER  -  SECOND    CLASS I
 OC1263
 OC1263.The horizontal coordinates were scaled from a topographic map and have
 OC1263.an estimated accuracy of +/- 6 seconds.
 OC1263
 OC1263.The orthometric height was determined by differential leveling
 OC1263.and adjusted by the National Geodetic Survey in June 1991..
 OC1263
 OC1263.The geoid height was determined by GEOID03.
 OC1263
 OC1263.The dynamic height is computed by dividing the NAVD 88
 OC1263.geopotential number by the normal gravity value computed on the
 OC1263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1263.degrees latitude (g = 980.6199 gals.).
 OC1263
 OC1263.The modeled gravity was interpolated from observed gravity values.
 OC1263
 OC1263;                    North         East    Units  Estimated Accuracy
 OC1263;SPC ME W     -   108,810.      901,100.      MT  (+/- 180 meters Scaled)
 OC1263
 OC1263                          SUPERSEDED SURVEY CONTROL
 OC1263
 OC1263  NGVD 29 (??/??/92)    4.298  (m)           14.10   (f) ADJ UNCH    2 1
 OC1263
 OC1263.Superseded values are not recommended for survey control.
 OC1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1263.See file dsdata.txt to determine how the superseded data were derived.
 OC1263
 OC1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ072517(NAD 83)
 OC1263_MARKER: DD = SURVEY DISK
 OC1263_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC1263_SP_SET: ABUTMENT
 OC1263_STAMPING: A-161 8-09-74
 OC1263_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC1263
 OC1263  HISTORY     - Date     Condition        Report By
 OC1263  HISTORY     - 1974     MONUMENTED       MEDT
 OC1263  HISTORY     - 1975     GOOD             MEDT
 OC1263  HISTORY     - 19910515 MARK NOT FOUND   USPSQD
 OC1263
 OC1263                          STATION DESCRIPTION
 OC1263
 OC1263'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 OC1263'IN YARMOUTH.
 OC1263'ABOUT 4.3 MILES SOUTHWESTERLY ALONG I-95 SOUTHBOUND FROM THE STATE
 OC1263'HIGHWAYS 125, 136 OVERPASS CROSSING OF I-95 (FREEPORT-DURHAM EXIT) AT
 OC1263'COUSINS RIVER BRIDGE ON THE YARMOUTH-FREEPORT TOWN LINE.  A DISK SET
 OC1263'FLUSH WITH THE TOP OF THE CONCRETE SIDEWALK PORTION OF THE UPSTREAM
 OC1263'END OF THE NORTHEAST ABUTMENT, 2 FEET NORTH OF THE FACE OF CURB AND
 OC1263'0.6 FOOT WEST OF THE EAST END OF CURB AND 16 1/2 FEET NORTH OF AND
 OC1263'ABOUT 1 FOOT ABOVE THE CENTERLINE OF I-95 SOUTHBOUND.
 OC1263
 OC1263                          STATION RECOVERY (1991)
 OC1263
 OC1263'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OC1263'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0367 ***********************************************************************
 OC0367  TIDAL BM    -  This is a Tidal Bench Mark.
 OC0367  DESIGNATION -  A 161
 OC0367  PID         -  OC0367
 OC0367  STATE/COUNTY-  ME/YORK
 OC0367  USGS QUAD   -  WELLS (1979)
 OC0367
 OC0367                         *CURRENT SURVEY CONTROL
 OC0367  ___________________________________________________________________
 OC0367* NAD 83(1986)-  43 19 19.     (N)    070 34 53.     (W)     SCALED    
 OC0367* NAVD 88     -        20.854  (meters)      68.42   (feet)  ADJUSTED  
 OC0367  ___________________________________________________________________
 OC0367  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 OC0367  DYNAMIC HT  -          20.850 (meters)      68.41  (feet)  COMP
 OC0367  MODELED GRAV-     980,470.4   (mgal)                       NAVD 88
 OC0367
 OC0367  VERT ORDER  -  FIRST     CLASS I
 OC0367
 OC0367.The horizontal coordinates were scaled from a topographic map and have
 OC0367.an estimated accuracy of +/- 6 seconds.
 OC0367
 OC0367.The orthometric height was determined by differential leveling
 OC0367.and adjusted by the National Geodetic Survey in June 1991..
 OC0367
 OC0367.This Tidal Bench Mark is designated as VM 15923
 OC0367.by the Center for Operational Oceanographic Products and Services.
 OC0367
 OC0367.The geoid height was determined by GEOID03.
 OC0367
 OC0367.The dynamic height is computed by dividing the NAVD 88
 OC0367.geopotential number by the normal gravity value computed on the
 OC0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0367.degrees latitude (g = 980.6199 gals.).
 OC0367
 OC0367.The modeled gravity was interpolated from observed gravity values.
 OC0367
 OC0367;                    North         East    Units  Estimated Accuracy
 OC0367;SPC ME W     -    54,360.      866,360.      MT  (+/- 180 meters Scaled)
 OC0367
 OC0367                          SUPERSEDED SURVEY CONTROL
 OC0367
 OC0367  NGVD 29 (??/??/92)   21.077  (m)           69.15   (f) ADJ UNCH    1 1
 OC0367
 OC0367.Superseded values are not recommended for survey control.
 OC0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0367.See file dsdata.txt to determine how the superseded data were derived.
 OC0367
 OC0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH717977(NAD 83)
 OC0367_MARKER: DB = BENCH MARK DISK
 OC0367_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OC0367_SP_SET: CULVERT
 OC0367_STAMPING: A 161 1966
 OC0367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC0367
 OC0367  HISTORY     - Date     Condition        Report By
 OC0367  HISTORY     - 1966     MONUMENTED       CGS
 OC0367  HISTORY     - 1978     MARK NOT FOUND   DOD
 OC0367  HISTORY     - 1988     GOOD             USPSQD
 OC0367
 OC0367                          STATION DESCRIPTION
 OC0367
 OC0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OC0367'AT WELLS.
 OC0367'AT WELLS, ABOUT 0.05 MILE WEST ALONG STATE HIGHWAY 9 FROM THE
 OC0367'JUNCTION OF U.S. HIGHWAY 1, IN THE TOP OF THE SOUTHEAST CONCRETE
 OC0367'WING WALL FOR A 2 1/2-FOOT PIPE CULVERT, 3.5 FEET NORTH OF THE
 OC0367'SOUTH END OF THE WING WALL, 35.0 FEET SOUTH OF THE CENTER LINE
 OC0367'OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 OC0367
 OC0367                          STATION RECOVERY (1978)
 OC0367
 OC0367'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 OC0367'MARK NOT FOUND.
 OC0367
 OC0367                          STATION RECOVERY (1988)
 OC0367
 OC0367'RECOVERY NOTE BY US POWER SQUADRON 1988 (RSR)
 OC0367'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0069 ***********************************************************************
 OC0069  DESIGNATION -  A 162
 OC0069  PID         -  OC0069
 OC0069  STATE/COUNTY-  ME/YORK
 OC0069  USGS QUAD   -  OLD ORCHARD BEACH (1975)
 OC0069
 OC0069                         *CURRENT SURVEY CONTROL
 OC0069  ___________________________________________________________________
 OC0069* NAD 83(1986)-  43 30 48.     (N)    070 23 30.     (W)     SCALED    
 OC0069* NAVD 88     -        32.731  (meters)     107.39   (feet)  ADJUSTED  
 OC0069  ___________________________________________________________________
 OC0069  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 OC0069  DYNAMIC HT  -          32.727 (meters)     107.37  (feet)  COMP
 OC0069  MODELED GRAV-     980,496.7   (mgal)                       NAVD 88
 OC0069
 OC0069  VERT ORDER  -  FIRST     CLASS I
 OC0069
 OC0069.The horizontal coordinates were scaled from a topographic map and have
 OC0069.an estimated accuracy of +/- 6 seconds.
 OC0069
 OC0069.The orthometric height was determined by differential leveling
 OC0069.and adjusted by the National Geodetic Survey in June 1991..
 OC0069
 OC0069.The geoid height was determined by GEOID03.
 OC0069
 OC0069.The dynamic height is computed by dividing the NAVD 88
 OC0069.geopotential number by the normal gravity value computed on the
 OC0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0069.degrees latitude (g = 980.6199 gals.).
 OC0069
 OC0069.The modeled gravity was interpolated from observed gravity values.
 OC0069
 OC0069;                    North         East    Units  Estimated Accuracy
 OC0069;SPC ME W     -    75,570.      881,810.      MT  (+/- 180 meters Scaled)
 OC0069
 OC0069                          SUPERSEDED SURVEY CONTROL
 OC0069
 OC0069  NGVD 29 (??/??/92)   32.96   (m)          108.1    (f) COMPUTED    1 1
 OC0069
 OC0069.Superseded values are not recommended for survey control.
 OC0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0069.See file dsdata.txt to determine how the superseded data were derived.
 OC0069
 OC0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ875187(NAD 83)
 OC0069_MARKER: DB = BENCH MARK DISK
 OC0069_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC0069_SP_SET: BUILDING FOUNDATION
 OC0069_STAMPING: A 162 1966
 OC0069_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC0069
 OC0069  HISTORY     - Date     Condition        Report By
 OC0069  HISTORY     - 1966     MONUMENTED       CGS
 OC0069  HISTORY     - 1978     GOOD             DOD
 OC0069
 OC0069                          STATION DESCRIPTION
 OC0069
 OC0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OC0069'AT OLD ORCHARD BEACH.
 OC0069'AT OLD ORCHARD BEACH, ABOUT 0.55 MILE SOUTHWEST ALONG STATE
 OC0069'HIGHWAY 5 FROM THE POST OFFICE, AT THE OLD ORCHARD BEACH HIGH
 OC0069'SCHOOL, SET VERTICALLY IN THE SOUTHEAST FACE OF THE CONCRETE
 OC0069'FOUNDATION OF THE BRICK BUILDING, 48.0 FEET SOUTHWEST OF THE
 OC0069'EAST CORNER OF THE BUILDING, 45 FEET NORTHEAST OF THE CENTER
 OC0069'OF THE MAIN ENTRANCE, 198 FEET NORTH OF THE CENTER LINE OF
 OC0069'THE HIGHWAY, AND ABOUT 1.3 FEET ABOVE THE LEVEL OF THE GROUND.
 OC0069
 OC0069                          STATION RECOVERY (1978)
 OC0069
 OC0069'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 OC0069'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1264 ***********************************************************************
 OC1264  DESIGNATION -  A 162
 OC1264  PID         -  OC1264
 OC1264  STATE/COUNTY-  ME/CUMBERLAND
 OC1264  USGS QUAD   -  YARMOUTH (1975)
 OC1264
 OC1264                         *CURRENT SURVEY CONTROL
 OC1264  ___________________________________________________________________
 OC1264* NAD 83(1986)-  43 48 14.     (N)    070 10 13.     (W)     SCALED    
 OC1264* NAVD 88     -        17.378  (meters)      57.01   (feet)  ADJUSTED  
 OC1264  ___________________________________________________________________
 OC1264  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 OC1264  DYNAMIC HT  -          17.376 (meters)      57.01  (feet)  COMP
 OC1264  MODELED GRAV-     980,509.0   (mgal)                       NAVD 88
 OC1264
 OC1264  VERT ORDER  -  SECOND    CLASS I
 OC1264
 OC1264.The horizontal coordinates were scaled from a topographic map and have
 OC1264.an estimated accuracy of +/- 6 seconds.
 OC1264
 OC1264.The orthometric height was determined by differential leveling
 OC1264.and adjusted by the National Geodetic Survey in June 1991..
 OC1264
 OC1264.The geoid height was determined by GEOID03.
 OC1264
 OC1264.The dynamic height is computed by dividing the NAVD 88
 OC1264.geopotential number by the normal gravity value computed on the
 OC1264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1264.degrees latitude (g = 980.6199 gals.).
 OC1264
 OC1264.The modeled gravity was interpolated from observed gravity values.
 OC1264
 OC1264;                    North         East    Units  Estimated Accuracy
 OC1264;SPC ME W     -   107,820.      899,710.      MT  (+/- 180 meters Scaled)
 OC1264
 OC1264                          SUPERSEDED SURVEY CONTROL
 OC1264
 OC1264  NGVD 29 (??/??/92)   17.58   (m)           57.7    (f) COMPUTED    2 1
 OC1264
 OC1264.Superseded values are not recommended for survey control.
 OC1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1264.See file dsdata.txt to determine how the superseded data were derived.
 OC1264
 OC1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ058507(NAD 83)
 OC1264_MARKER: DD = SURVEY DISK
 OC1264_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OC1264_SP_SET: COLUMN
 OC1264_STAMPING: A-162 8-08-74
 OC1264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC1264_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OC1264+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2006
 OC1264
 OC1264  HISTORY     - Date     Condition        Report By
 OC1264  HISTORY     - 1974     MONUMENTED       MEDT
 OC1264  HISTORY     - 1975     GOOD             MEDT
 OC1264  HISTORY     - 19910515 GOOD             USPSQD
 OC1264  HISTORY     - 20060916 GOOD             USPSQD
 OC1264
 OC1264                          STATION DESCRIPTION
 OC1264
 OC1264'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 OC1264'1.1 MI SW FROM YARMOUTH.
 OC1264'ABOUT 1.1 MILES SOUTHWESTERLY ALONG I-95 SOUTHBOUND FROM THE I-95
 OC1264'BRIDGE OVER COUSINS RIVER (YARMOUTH-FREEPORT TOWN LINE) AT THE BAYVIEW
 OC1264'STREET OVERPASS CROSSING I-95 IN YARMOUTH.  A DISK SET VERTICALLY IN
 OC1264'THE 3 FOOT DIAMETER NORTHERN-MOST COLUMN OF NORTHWEST PIER, SOUTHEAST
 OC1264'FACE, 27 FEET NORTHWEST OF THE CENTERLINE AND ABOUT 3.5 FEET ABOVE THE
 OC1264'SURFACE OF I-95 SOUTHBOUND.
 OC1264
 OC1264                          STATION RECOVERY (1991)
 OC1264
 OC1264'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OC1264'RECOVERED IN GOOD CONDITION.
 OC1264
 OC1264                          STATION RECOVERY (2006)
 OC1264
 OC1264'RECOVERY NOTE BY US POWER SQUADRON 2006 (AMW)
 OC1264'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1266 ***********************************************************************
 OC1266  DESIGNATION -  A 163
 OC1266  PID         -  OC1266
 OC1266  STATE/COUNTY-  ME/CUMBERLAND
 OC1266  USGS QUAD   -  YARMOUTH (1975)
 OC1266
 OC1266                         *CURRENT SURVEY CONTROL
 OC1266  ___________________________________________________________________
 OC1266* NAD 83(1986)-  43 47 51.     (N)    070 10 38.     (W)     SCALED    
 OC1266* NAVD 88     -         9.223  (meters)      30.26   (feet)  ADJUSTED  
 OC1266  ___________________________________________________________________
 OC1266  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 OC1266  DYNAMIC HT  -           9.222 (meters)      30.26  (feet)  COMP
 OC1266  MODELED GRAV-     980,508.1   (mgal)                       NAVD 88
 OC1266
 OC1266  VERT ORDER  -  SECOND    CLASS I
 OC1266
 OC1266.The horizontal coordinates were scaled from a topographic map and have
 OC1266.an estimated accuracy of +/- 6 seconds.
 OC1266
 OC1266.The orthometric height was determined by differential leveling
 OC1266.and adjusted by the National Geodetic Survey in June 1991..
 OC1266
 OC1266.The geoid height was determined by GEOID03.
 OC1266
 OC1266.The dynamic height is computed by dividing the NAVD 88
 OC1266.geopotential number by the normal gravity value computed on the
 OC1266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1266.degrees latitude (g = 980.6199 gals.).
 OC1266
 OC1266.The modeled gravity was interpolated from observed gravity values.
 OC1266
 OC1266;                    North         East    Units  Estimated Accuracy
 OC1266;SPC ME W     -   107,110.      899,150.      MT  (+/- 180 meters Scaled)
 OC1266
 OC1266                          SUPERSEDED SURVEY CONTROL
 OC1266
 OC1266  NGVD 29 (??/??/92)    9.42   (m)           30.9    (f) COMPUTED    2 1
 OC1266
 OC1266.Superseded values are not recommended for survey control.
 OC1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1266.See file dsdata.txt to determine how the superseded data were derived.
 OC1266
 OC1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ052500(NAD 83)
 OC1266_MARKER: DD = SURVEY DISK
 OC1266_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OC1266_SP_SET: CURB
 OC1266_STAMPING: A-163 8-08-74
 OC1266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC1266
 OC1266  HISTORY     - Date     Condition        Report By
 OC1266  HISTORY     - 1974     MONUMENTED       MEDT
 OC1266  HISTORY     - 1975     GOOD             MEDT
 OC1266  HISTORY     - 19910515 MARK NOT FOUND   USPSQD
 OC1266
 OC1266                          STATION DESCRIPTION
 OC1266
 OC1266'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 OC1266'1.7 MI SW FROM YARMOUTH.
 OC1266'ABOUT 1.7 MILES SOUTHWESTERLY ALONG I-95 SOUTHBOUND FROM THE I-95
 OC1266'BRIDGE OVER COUSINS RIVER (YARMOUTH-FREEPORT TOWN LINE) AT THE ROYAL
 OC1266'RIVER BRIDGE IN YARMOUTH.  A DISK SET FLUSH IN THE CURB SECTION ON THE
 OC1266'UPSTREAM END OF THE SOUTHWEST ABUTMENT, 14.5 FEET SOUTHWEST OF THE
 OC1266'SOUTHWESTERLY BRIDGE EXPANSION JOINT AND 2.8 FEET NORTHEAST OF THE
 OC1266'SOUTHWEST END OF THE BRIDGE CURB, AND 0.7 FEET NORTH OF THE FACE OF
 OC1266'CURB.  ABOUT 16 FEET NORTHWEST OF THE CENTERLINE, AND ABOUT 1 FOOT
 OC1266'ABOVE THE SURFACE OF I-95 SOUTHBOUND.
 OC1266
 OC1266                          STATION RECOVERY (1991)
 OC1266
 OC1266'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OC1266'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0013 ***********************************************************************
 OC0013  DESIGNATION -  A 163
 OC0013  PID         -  OC0013
 OC0013  STATE/COUNTY-  ME/CUMBERLAND
 OC0013  USGS QUAD   -  PORTLAND WEST (1978)
 OC0013
 OC0013                         *CURRENT SURVEY CONTROL
 OC0013  ___________________________________________________________________
 OC0013* NAD 83(1986)-  43 39 29.     (N)    070 15 59.     (W)     SCALED    
 OC0013* NAVD 88     -        11.510  (meters)      37.76   (feet)  ADJUSTED  
 OC0013  ___________________________________________________________________
 OC0013  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 OC0013  DYNAMIC HT  -          11.509 (meters)      37.76  (feet)  COMP
 OC0013  MODELED GRAV-     980,500.3   (mgal)                       NAVD 88
 OC0013
 OC0013  VERT ORDER  -  FIRST     CLASS I
 OC0013
 OC0013.The horizontal coordinates were scaled from a topographic map and have
 OC0013.an estimated accuracy of +/- 6 seconds.
 OC0013
 OC0013.The orthometric height was determined by differential leveling
 OC0013.and adjusted by the National Geodetic Survey in June 1991..
 OC0013
 OC0013.The geoid height was determined by GEOID03.
 OC0013
 OC0013.The dynamic height is computed by dividing the NAVD 88
 OC0013.geopotential number by the normal gravity value computed on the
 OC0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0013.degrees latitude (g = 980.6199 gals.).
 OC0013
 OC0013.The modeled gravity was interpolated from observed gravity values.
 OC0013
 OC0013;                    North         East    Units  Estimated Accuracy
 OC0013;SPC ME W     -    91,630.      891,960.      MT  (+/- 180 meters Scaled)
 OC0013
 OC0013                          SUPERSEDED SURVEY CONTROL
 OC0013
 OC0013  NGVD 29 (??/??/92)   11.72   (m)           38.5    (f) COMPUTED    1 1
 OC0013
 OC0013.Superseded values are not recommended for survey control.
 OC0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0013.See file dsdata.txt to determine how the superseded data were derived.
 OC0013
 OC0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ978346(NAD 83)
 OC0013_MARKER: DB = BENCH MARK DISK
 OC0013_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OC0013_SP_SET: GRANITE BLOCK
 OC0013_STAMPING: A 163 1966
 OC0013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC0013
 OC0013  HISTORY     - Date     Condition        Report By
 OC0013  HISTORY     - 1966     MONUMENTED       CGS
 OC0013  HISTORY     - 1978     GOOD             DOD
 OC0013  HISTORY     - 1987     GOOD             USPSQD
 OC0013  HISTORY     - 1990     GOOD             USPSQD
 OC0013  HISTORY     - 20060410 GOOD             USPSQD
 OC0013
 OC0013                          STATION DESCRIPTION
 OC0013
 OC0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OC0013'AT PORTLAND.
 OC0013'AT PORTLAND, NEAR THE INTERSECTION OF PARK AVENUE AND FOREST
 OC0013'AVENUE, AT THE POST OFFICE, 100.5 FEET NORTH OF THE NORTH CURB
 OC0013'OF FOREST AVENUE, 72.0 FEET EAST OF THE EAST CURB OF PARK AVENUE,
 OC0013'IN THE TOP OF A GRANITE BLOCK WHICH EXTENDS OUT 4 FEET FROM THE
 OC0013'SOUTH FOUNDATION OF THE BUILDING, 8 FEET EAST OF THE CENTER OF
 OC0013'THE ENTRANCE, 0.8 FOOT SOUTH OF THE SOUTH WALL, AND ABOUT 2 1/2
 OC0013'FEET ABOVE THE LEVEL OF THE GROUND.
 OC0013
 OC0013                          STATION RECOVERY (1978)
 OC0013
 OC0013'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 OC0013'RECOVERED IN GOOD CONDITION.
 OC0013
 OC0013                          STATION RECOVERY (1987)
 OC0013
 OC0013'RECOVERY NOTE BY US POWER SQUADRON 1987 (DWH)
 OC0013'RECOVERED IN GOOD CONDITION.
 OC0013
 OC0013                          STATION RECOVERY (1990)
 OC0013
 OC0013'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMW)
 OC0013'RECOVERED IN GOOD CONDITION.
 OC0013
 OC0013                          STATION RECOVERY (2006)
 OC0013
 OC0013'RECOVERY NOTE BY US POWER SQUADRON 2006 (AMW)
 OC0013'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0056 ***********************************************************************
 OC0056  DESIGNATION -  A 164
 OC0056  PID         -  OC0056
 OC0056  STATE/COUNTY-  ME/CUMBERLAND
 OC0056  USGS QUAD   -  GRAY (1980)
 OC0056
 OC0056                         *CURRENT SURVEY CONTROL
 OC0056  ___________________________________________________________________
 OC0056* NAD 83(1986)-  43 56 23.     (N)    070 15 27.     (W)     SCALED    
 OC0056* NAVD 88     -        38.592  (meters)     126.61   (feet)  ADJUSTED  
 OC0056  ___________________________________________________________________
 OC0056  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 OC0056  DYNAMIC HT  -          38.588 (meters)     126.60  (feet)  COMP
 OC0056  MODELED GRAV-     980,498.9   (mgal)                       NAVD 88
 OC0056
 OC0056  VERT ORDER  -  FIRST     CLASS I
 OC0056
 OC0056.The horizontal coordinates were scaled from a topographic map and have
 OC0056.an estimated accuracy of +/- 6 seconds.
 OC0056
 OC0056.The orthometric height was determined by differential leveling
 OC0056.and adjusted by the National Geodetic Survey in June 1991..
 OC0056
 OC0056.The geoid height was determined by GEOID03.
 OC0056
 OC0056.The dynamic height is computed by dividing the NAVD 88
 OC0056.geopotential number by the normal gravity value computed on the
 OC0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0056.degrees latitude (g = 980.6199 gals.).
 OC0056
 OC0056.The modeled gravity was interpolated from observed gravity values.
 OC0056
 OC0056;                    North         East    Units  Estimated Accuracy
 OC0056;SPC ME W     -   122,920.      892,710.      MT  (+/- 180 meters Scaled)
 OC0056
 OC0056                          SUPERSEDED SURVEY CONTROL
 OC0056
 OC0056  NGVD 29 (??/??/92)   38.788  (m)          127.26   (f) ADJ UNCH    1 1
 OC0056
 OC0056.Superseded values are not recommended for survey control.
 OC0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0056.See file dsdata.txt to determine how the superseded data were derived.
 OC0056
 OC0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ990659(NAD 83)
 OC0056_MARKER: DB = BENCH MARK DISK
 OC0056_SETTING: 66 = SET IN ROCK OUTCROP
 OC0056_SP_SET: ROCK OUTCROP
 OC0056_STAMPING: A 164 1966
 OC0056_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC0056+STABILITY: POSITION/ELEVATION WELL
 OC0056
 OC0056  HISTORY     - Date     Condition        Report By
 OC0056  HISTORY     - 1966     MONUMENTED       CGS
 OC0056  HISTORY     - 1978     GOOD             DOD
 OC0056
 OC0056                          STATION DESCRIPTION
 OC0056
 OC0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OC0056'5.8 MI S FROM DANVILLE.
 OC0056'ABOUT 5.85 MILES SOUTH ALONG THE CANADIAN NATIONAL RAILWAY
 OC0056'FROM DANVILLE JCT. AT DANVILLE, ABOUT 0.75 MILE SOUTH OF THE
 OC0056'CROSSING OF STATE HIGHWAY 231, ABOUT 0.1 MILE SOUTH OF RAILROAD
 OC0056'BRIDGE 21.8 OVER A FARM ROAD, IN THE TOP NEAR THE SOUTHWEST
 OC0056'CORNER OF A ROCK OUTCROP THAT THE EXPOSED PORTION IS ABOUT
 OC0056'8-BY-12-FOOT, 15.2 FEET EAST OF THE EAST RAIL, AND ABOUT 3
 OC0056'FEET ABOVE THE LEVEL OF THE TRACK.
 OC0056
 OC0056                          STATION RECOVERY (1978)
 OC0056
 OC0056'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 OC0056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1117 ***********************************************************************
 OC1117  DESIGNATION -  A 164 MEDT
 OC1117  PID         -  OC1117
 OC1117  STATE/COUNTY-  ME/CUMBERLAND
 OC1117  USGS QUAD   -  YARMOUTH (1975)
 OC1117
 OC1117                         *CURRENT SURVEY CONTROL
 OC1117  ___________________________________________________________________
 OC1117* NAD 83(1986)-  43 47 11.     (N)    070 11 33.     (W)     SCALED    
 OC1117* NAVD 88     -        37.796  (meters)     124.00   (feet)  ADJUSTED  
 OC1117  ___________________________________________________________________
 OC1117  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 OC1117  DYNAMIC HT  -          37.792 (meters)     123.99  (feet)  COMP
 OC1117  MODELED GRAV-     980,506.0   (mgal)                       NAVD 88
 OC1117
 OC1117  VERT ORDER  -  SECOND    CLASS I
 OC1117
 OC1117.The horizontal coordinates were scaled from a topographic map and have
 OC1117.an estimated accuracy of +/- 6 seconds.
 OC1117
 OC1117.The orthometric height was determined by differential leveling
 OC1117.and adjusted by the National Geodetic Survey in June 1991..
 OC1117
 OC1117.The geoid height was determined by GEOID03.
 OC1117
 OC1117.The dynamic height is computed by dividing the NAVD 88
 OC1117.geopotential number by the normal gravity value computed on the
 OC1117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1117.degrees latitude (g = 980.6199 gals.).
 OC1117
 OC1117.The modeled gravity was interpolated from observed gravity values.
 OC1117
 OC1117;                    North         East    Units  Estimated Accuracy
 OC1117;SPC ME W     -   105,880.      897,920.      MT  (+/- 180 meters Scaled)
 OC1117
 OC1117                          SUPERSEDED SURVEY CONTROL
 OC1117
 OC1117  NGVD 29 (??/??/92)   38.001  (m)          124.67   (f) ADJ UNCH    2 1
 OC1117
 OC1117.Superseded values are not recommended for survey control.
 OC1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1117.See file dsdata.txt to determine how the superseded data were derived.
 OC1117
 OC1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ040488(NAD 83)
 OC1117_MARKER: DD = SURVEY DISK
 OC1117_SETTING: 66 = SET IN ROCK OUTCROP
 OC1117_SP_SET: BEDROCK
 OC1117_STAMPING: A-164 8-08-74
 OC1117_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC1117+STABILITY: POSITION/ELEVATION WELL
 OC1117
 OC1117  HISTORY     - Date     Condition        Report By
 OC1117  HISTORY     - 1974     MONUMENTED       MEDT
 OC1117  HISTORY     - 19910515 GOOD             USPSQD
 OC1117
 OC1117                          STATION DESCRIPTION
 OC1117
 OC1117'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 OC1117'2.75 MI SW FROM YARMOUTH.
 OC1117'ABOUT 2.75 MILES SOUTHWEST ALONG I-95 SOUTHBOUND FROM THE I-95 BRIDGE
 OC1117'OVER COUSINS RIVER (YARMOUTH-FREEPORT TOWN LINE), AND ALSO ABOUT 0.05
 OC1117'MILE NORTHEAST ALONG I-95 NORTHBOUND FROM THE U.S. HIGHWAY 1 OVERPASS
 OC1117'CROSSING I-95 IN YARMOUTH, AT THE ONLY EXPOSED BEDROCK IN THE
 OC1117'IMMEDIATE AREA, 69 FEET SOUTHEAST OF AND ABOUT 4 FEET ABOVE THE
 OC1117'CENTERLINE OF I-95 NORTHBOUND.  A DISK SET FLUSH IN THE TOP OF THE
 OC1117'EXPOSED BEDROCK 14 FEET SOUTH OF THE 7 FOOT VERTICAL ROCK FACE AND
 OC1117'12.5 FEET NORTH OF A METAL WITNESS POST.
 OC1117
 OC1117                          STATION RECOVERY (1991)
 OC1117
 OC1117'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OC1117'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1124 ***********************************************************************
 OC1124  DESIGNATION -  A 165 MEDT
 OC1124  PID         -  OC1124
 OC1124  STATE/COUNTY-  ME/CUMBERLAND
 OC1124  USGS QUAD   -  YARMOUTH (1975)
 OC1124
 OC1124                         *CURRENT SURVEY CONTROL
 OC1124  ___________________________________________________________________
 OC1124* NAD 83(1986)-  43 46 08.     (N)    070 12 12.     (W)     SCALED    
 OC1124* NAVD 88     -        29.248  (meters)      95.96   (feet)  ADJUSTED  
 OC1124  ___________________________________________________________________
 OC1124  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 OC1124  DYNAMIC HT  -          29.245 (meters)      95.95  (feet)  COMP
 OC1124  MODELED GRAV-     980,504.6   (mgal)                       NAVD 88
 OC1124
 OC1124  VERT ORDER  -  SECOND    CLASS I
 OC1124
 OC1124.The horizontal coordinates were scaled from a topographic map and have
 OC1124.an estimated accuracy of +/- 6 seconds.
 OC1124
 OC1124.The orthometric height was determined by differential leveling
 OC1124.and adjusted by the National Geodetic Survey in June 1991..
 OC1124
 OC1124.The geoid height was determined by GEOID03.
 OC1124
 OC1124.The dynamic height is computed by dividing the NAVD 88
 OC1124.geopotential number by the normal gravity value computed on the
 OC1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1124.degrees latitude (g = 980.6199 gals.).
 OC1124
 OC1124.The modeled gravity was interpolated from observed gravity values.
 OC1124
 OC1124;                    North         East    Units  Estimated Accuracy
 OC1124;SPC ME W     -   103,940.      897,050.      MT  (+/- 180 meters Scaled)
 OC1124
 OC1124                          SUPERSEDED SURVEY CONTROL
 OC1124
 OC1124  NGVD 29 (??/??/92)   29.455  (m)           96.64   (f) ADJ UNCH    2 1
 OC1124
 OC1124.Superseded values are not recommended for survey control.
 OC1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1124.See file dsdata.txt to determine how the superseded data were derived.
 OC1124
 OC1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ031469(NAD 83)
 OC1124_MARKER: DD = SURVEY DISK
 OC1124_SETTING: 0 = UNSPECIFIED SETTING
 OC1124_STAMPING: A-165 8-7-74
 OC1124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC1124_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OC1124+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2006
 OC1124
 OC1124  HISTORY     - Date     Condition        Report By
 OC1124  HISTORY     - 1974     MONUMENTED       MEDT
 OC1124  HISTORY     - 19910515 GOOD             USPSQD
 OC1124  HISTORY     - 20060916 GOOD             USPSQD
 OC1124
 OC1124                          STATION DESCRIPTION
 OC1124
 OC1124'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 OC1124'4.05 MI SW FROM YARMOUTH.
 OC1124'ABOUT 4.05 MILES SOUTHWESTERLY ALONG I-95 SOUTHBOUND FROM THE I-95
 OC1124'BRIDGE OVER COUSINS RIVER (YARMOUTH-FREEPORT TOWN LINE), AND ALSO 1.25
 OC1124'MILES SOUTHWEST OF THE U.S. HIGHWAY 1 OVERPASS CROSSING OF I-95, AT
 OC1124'THE TUTTLE ROAD OVERPASS CROSSING OF I-95 IN THE TOWN OF CUMBERLAND. A
 OC1124'DISK SET VERTICALLY IN THE NORTHERNMOST, 3 FOOT DIAMETER CONCRETE
 OC1124'COLUMN OF THE NORTHWEST PIER NEAREST TO THE SOUTHBOUND LANE OF I-95,
 OC1124'28 FEET NORTH OF AND 3 1/2 FEET ABOVE THE CENTERLINE OF I-95
 OC1124'SOUTHBOUND.
 OC1124
 OC1124                          STATION RECOVERY (1991)
 OC1124
 OC1124'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OC1124'RECOVERED IN GOOD CONDITION.
 OC1124
 OC1124                          STATION RECOVERY (2006)
 OC1124
 OC1124'RECOVERY NOTE BY US POWER SQUADRON 2006 (AMW)
 OC1124'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1670 ***********************************************************************
 PE1670  DESIGNATION -  A 165 RESET 1976
 PE1670  PID         -  PE1670
 PE1670  STATE/COUNTY-  ME/KENNEBEC
 PE1670  USGS QUAD   -  WATERVILLE (1982)
 PE1670
 PE1670                         *CURRENT SURVEY CONTROL
 PE1670  ___________________________________________________________________
 PE1670* NAD 83(1986)-  44 33 22.     (N)    069 38 27.     (W)     SCALED    
 PE1670* NAVD 88     -        41.27   (+/-2cm)     135.4    (feet)  VERTCON   
 PE1670  ___________________________________________________________________
 PE1670  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 PE1670
 PE1670  VERT ORDER  -  THIRD (See Below)
 PE1670
 PE1670.The horizontal coordinates were scaled from a topographic map and have
 PE1670.an estimated accuracy of +/- 6 seconds.
 PE1670
 PE1670.The NAVD 88 height was computed by applying the VERTCON shift value to
 PE1670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PE1670.The vertical order pertains to the NGVD 29 superseded value.
 PE1670
 PE1670.The geoid height was determined by GEOID03.
 PE1670
 PE1670;                    North         East    Units  Estimated Accuracy
 PE1670;SPC ME W     -   191,540.      941,780.      MT  (+/- 180 meters Scaled)
 PE1670
 PE1670                          SUPERSEDED SURVEY CONTROL
 PE1670
 PE1670  NGVD 29 (01/19/06)   41.47   (m)          136.1    (f) RESET       3  
 PE1670
 PE1670.Superseded values are not recommended for survey control.
 PE1670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1670.See file dsdata.txt to determine how the superseded data were derived.
 PE1670
 PE1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK491338(NAD 83)
 PE1670_MARKER: DB = BENCH MARK DISK
 PE1670_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PE1670_SP_SET: FOUNDATION
 PE1670_STAMPING: A 165 RESET 1976
 PE1670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1670+STABILITY: SURFACE MOTION
 PE1670
 PE1670  HISTORY     - Date     Condition        Report By
 PE1670  HISTORY     - 1976     MONUMENTED       MEDT
 PE1670
 PE1670                          STATION DESCRIPTION
 PE1670
 PE1670'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1976
 PE1670'IN WATERVILLE.
 PE1670'IN WATERVILLE, ABOUT 0.85 MILE SOUTHWEST ALONG THE MAINE CENTRAL
 PE1670'RAILROAD FROM THE FREIGHT STATION, ABOUT 0.35 MILE SOUTHWEST OF
 PE1670'THE CROSSING OF STATE HIGHWAY 104 (MAIN STREET), 65 FEET EAST OF
 PE1670'THE CENTERLINE OF NORTH STREET OVERPASS CROSSING THE RAILROAD
 PE1670'TRACKS IN THE SOUTHWEST CORNER OF THE CONCRETE FOUNDATION OF THE
 PE1670'HARRIS BAKING COMPANY, 52 FEET NORTH OF THE NORTH RAIL OF THE MAIN
 PE1670'TRACK, ABOUT 15 FEET ABOVE THE TRACK, AND 1.6 FEET NORTH OF THE
 PE1670'SOUTHWEST CORNER OF THE BUILDING.
 PE1670'THE MARK IS 3 FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1130 ***********************************************************************
 PE1130  DESIGNATION -  A 166
 PE1130  PID         -  PE1130
 PE1130  STATE/COUNTY-  ME/KENNEBEC
 PE1130  USGS QUAD   -  READFIELD (1980)
 PE1130
 PE1130                         *CURRENT SURVEY CONTROL
 PE1130  ___________________________________________________________________
 PE1130* NAD 83(1986)-  44 22 39.     (N)    069 54 32.     (W)     SCALED    
 PE1130* NAVD 88     -        96.494  (meters)     316.58   (feet)  ADJUSTED  
 PE1130  ___________________________________________________________________
 PE1130  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 PE1130  DYNAMIC HT  -          96.486 (meters)     316.55  (feet)  COMP
 PE1130  MODELED GRAV-     980,536.7   (mgal)                       NAVD 88
 PE1130
 PE1130  VERT ORDER  -  FIRST     CLASS I
 PE1130
 PE1130.The horizontal coordinates were scaled from a topographic map and have
 PE1130.an estimated accuracy of +/- 6 seconds.
 PE1130
 PE1130.The orthometric height was determined by differential leveling
 PE1130.and adjusted by the National Geodetic Survey in June 1991..
 PE1130
 PE1130.The geoid height was determined by GEOID03.
 PE1130
 PE1130.The dynamic height is computed by dividing the NAVD 88
 PE1130.geopotential number by the normal gravity value computed on the
 PE1130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1130.degrees latitude (g = 980.6199 gals.).
 PE1130
 PE1130.The modeled gravity was interpolated from observed gravity values.
 PE1130
 PE1130;                    North         East    Units  Estimated Accuracy
 PE1130;SPC ME W     -   171,590.      920,540.      MT  (+/- 180 meters Scaled)
 PE1130
 PE1130                          SUPERSEDED SURVEY CONTROL
 PE1130
 PE1130  NGVD 29 (??/??/92)   96.681  (m)          317.19   (f) ADJ UNCH    1 1
 PE1130
 PE1130.Superseded values are not recommended for survey control.
 PE1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1130.See file dsdata.txt to determine how the superseded data were derived.
 PE1130
 PE1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK275142(NAD 83)
 PE1130_MARKER: DB = BENCH MARK DISK
 PE1130_SETTING: 66 = SET IN ROCK OUTCROP
 PE1130_SP_SET: ROCK OUTCROP
 PE1130_STAMPING: A 166 1966
 PE1130_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1130+STABILITY: POSITION/ELEVATION WELL
 PE1130
 PE1130  HISTORY     - Date     Condition        Report By
 PE1130  HISTORY     - 1966     MONUMENTED       CGS
 PE1130  HISTORY     - 1978     MARK NOT FOUND   DOD
 PE1130
 PE1130                          STATION DESCRIPTION
 PE1130
 PE1130'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE1130'1.6 MI E FROM READFIELD STA.
 PE1130'ABOUT 1.65 MILES EAST ALONG THE MAINE CENTRAL RAILROAD FROM
 PE1130'THE CROSSING OF STATE HIGHWAY 17 AT READFIELD JCT., ABOUT 0.2
 PE1130'MILE SOUTHWEST OF MILEPOST P64/V190, ABOUT 0.15 MILE SOUTHWEST
 PE1130'OF THE CROSSING OF A BLACK TOPPED ROAD, IN THE TOP OF A ROCK
 PE1130'OUTCROP THAT THE EXPOSED PORTION IS ABOUT 4-BY-5-FOOT AND IS
 PE1130'AT THE NORTHEAST END OF A LONG DIRT CUT, 32.5 FEET NORTHWEST
 PE1130'OF THE NORTHWEST RAIL, 73 FEET NORTH OF AND ACROSS THE TRACK
 PE1130'FROM RAILROAD SECTION POST NO. 39, 0.5 FOOT NORTHEAST OF THE
 PE1130'SOUTHWEST EDGE OF THE ROCK, AND ABOUT 1 1/2 FEET BELOW THE LEVEL
 PE1130'OF THE TRACK.
 PE1130
 PE1130                          STATION RECOVERY (1978)
 PE1130
 PE1130'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE1130'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1125 ***********************************************************************
 OC1125  DESIGNATION -  A 166 MEDT
 OC1125  PID         -  OC1125
 OC1125  STATE/COUNTY-  ME/CUMBERLAND
 OC1125  USGS QUAD   -  YARMOUTH (1975)
 OC1125
 OC1125                         *CURRENT SURVEY CONTROL
 OC1125  ___________________________________________________________________
 OC1125* NAD 83(1986)-  43 45 08.     (N)    070 12 56.     (W)     SCALED    
 OC1125* NAVD 88     -        21.260  (meters)      69.75   (feet)  ADJUSTED  
 OC1125  ___________________________________________________________________
 OC1125  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 OC1125  DYNAMIC HT  -          21.257 (meters)      69.74  (feet)  COMP
 OC1125  MODELED GRAV-     980,503.0   (mgal)                       NAVD 88
 OC1125
 OC1125  VERT ORDER  -  SECOND    CLASS I
 OC1125
 OC1125.The horizontal coordinates were scaled from a topographic map and have
 OC1125.an estimated accuracy of +/- 6 seconds.
 OC1125
 OC1125.The orthometric height was determined by differential leveling
 OC1125.and adjusted by the National Geodetic Survey in June 1991..
 OC1125
 OC1125.The geoid height was determined by GEOID03.
 OC1125
 OC1125.The dynamic height is computed by dividing the NAVD 88
 OC1125.geopotential number by the normal gravity value computed on the
 OC1125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1125.degrees latitude (g = 980.6199 gals.).
 OC1125
 OC1125.The modeled gravity was interpolated from observed gravity values.
 OC1125
 OC1125;                    North         East    Units  Estimated Accuracy
 OC1125;SPC ME W     -   102,090.      896,060.      MT  (+/- 180 meters Scaled)
 OC1125
 OC1125                          SUPERSEDED SURVEY CONTROL
 OC1125
 OC1125  NGVD 29 (??/??/92)   21.468  (m)           70.43   (f) ADJ UNCH    2 1
 OC1125
 OC1125.Superseded values are not recommended for survey control.
 OC1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1125.See file dsdata.txt to determine how the superseded data were derived.
 OC1125
 OC1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ021450(NAD 83)
 OC1125_MARKER: DD = SURVEY DISK
 OC1125_SETTING: 66 = SET IN ROCK OUTCROP
 OC1125_SP_SET: ROCK LEDGE
 OC1125_STAMPING: A-166 8-09-74
 OC1125_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC1125+STABILITY: POSITION/ELEVATION WELL
 OC1125
 OC1125  HISTORY     - Date     Condition        Report By
 OC1125  HISTORY     - 1974     MONUMENTED       MEDT
 OC1125  HISTORY     - 19910515 GOOD             USPSQD
 OC1125
 OC1125                          STATION DESCRIPTION
 OC1125
 OC1125'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 OC1125'5.4 MI SW FROM YARMOUTH.
 OC1125'ABOUT 5.4 MILES SOUTHWESTERLY ALONG I-95 SOUTHBOUND FROM THE I-95
 OC1125'BRIDGE OVER COUSINS RIVER (YARMOUTH-FREEPORT TOWN LINE), AND ALSO
 OC1125'ABOUT 2.6 MILES SOUTHWESTERLY ALONG I-95 SOUTHBOUND FROM THE U.S.
 OC1125'ROUTE 1 OVERPASS CROSSING I-95 (YARMOUTH), THENCE DIRECTLY ACROSS THE
 OC1125'NORTHBOUND LANE FROM A SOUTHBOUND SIGN WHICH READS THROUGH TRAFFIC VIA
 OC1125'TOLL HIGHWAY MAINE TURNPIKE NEXT EXIT, 45 FEET SOUTHEAST OF THE
 OC1125'CENTERLINE AND 2 FEET ABOVE THE SURFACE OF I-95 NORTHBOUND IN THE TOWN
 OC1125'OF CUMBERLAND.  A DISK SET FLUSH IN LEDGE 2 FEET SOUTHEAST OF THE 6
 OC1125'FOOT VERTICAL LEDGE FACE, 5.5 FEET SOUTHEAST OF A METAL WITNESS POST.
 OC1125
 OC1125                          STATION RECOVERY (1991)
 OC1125
 OC1125'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OC1125'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0115 ***********************************************************************
 PF0115  DESIGNATION -  A 167
 PF0115  PID         -  PF0115
 PF0115  STATE/COUNTY-  ME/ANDROSCOGGIN
 PF0115  USGS QUAD   -  LAKE AUBURN EAST (1979)
 PF0115
 PF0115                         *CURRENT SURVEY CONTROL
 PF0115  ___________________________________________________________________
 PF0115* NAD 83(1986)-  44 10 34.     (N)    070 09 05.     (W)     SCALED    
 PF0115* NAVD 88     -        86.710  (meters)     284.48   (feet)  ADJUSTED  
 PF0115  ___________________________________________________________________
 PF0115  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 PF0115  DYNAMIC HT  -          86.700 (meters)     284.45  (feet)  COMP
 PF0115  MODELED GRAV-     980,507.2   (mgal)                       NAVD 88
 PF0115  OBS GRAVITY -     980,512.4   (mgal)                       GRAV_OBS
 PF0115
 PF0115  VERT ORDER  -  FIRST     CLASS I
 PF0115
 PF0115.The horizontal coordinates were scaled from a topographic map and have
 PF0115.an estimated accuracy of +/- 6 seconds.
 PF0115
 PF0115.The orthometric height was determined by differential leveling
 PF0115.and adjusted by the National Geodetic Survey in June 1991..
 PF0115
 PF0115.The geoid height was determined by GEOID03.
 PF0115
 PF0115.The dynamic height is computed by dividing the NAVD 88
 PF0115.geopotential number by the normal gravity value computed on the
 PF0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0115.degrees latitude (g = 980.6199 gals.).
 PF0115
 PF0115.The modeled gravity was interpolated from observed gravity values.
 PF0115.The observed gravity was obtained from relative gravimeter ties
 PF0115.to the IGSN71 gravity network.
 PF0115
 PF0115;                    North         East    Units  Estimated Accuracy
 PF0115;SPC ME W     -   149,180.      901,220.      MT  (+/- 180 meters Scaled)
 PF0115
 PF0115                          SUPERSEDED SURVEY CONTROL
 PF0115
 PF0115  NGVD 29 (??/??/92)   86.890  (m)          285.07   (f) ADJ UNCH    1 1
 PF0115
 PF0115.Superseded values are not recommended for survey control.
 PF0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0115.See file dsdata.txt to determine how the superseded data were derived.
 PF0115
 PF0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ079920(NAD 83)
 PF0115_MARKER: DB = BENCH MARK DISK
 PF0115_SETTING: 80 = SET IN A BOULDER
 PF0115_SP_SET: BOULDER
 PF0115_STAMPING: A 167 1966
 PF0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0115+STABILITY: SURFACE MOTION
 PF0115
 PF0115  HISTORY     - Date     Condition        Report By
 PF0115  HISTORY     - 1966     MONUMENTED       CGS
 PF0115  HISTORY     - 1978     GOOD             DOD
 PF0115
 PF0115                          STATION DESCRIPTION
 PF0115
 PF0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PF0115'4.5 MI NE FROM LEWISTON.
 PF0115'ABOUT 4.5 MILES NORTHEAST ALONG THE MAINE CENTRAL RAILROAD
 PF0115'FROM THE UNDERPASS CROSSING OF MAIN STREET AT LEWISTON, 0.2
 PF0115'MILE NORTHEAST OF MILEPOST P 43-V 211, NEAR A DIM ROAD CROSSING,
 PF0115'IN THE TOP AT THE HIGHEST POINT OF A 6-BY-7-FOOT EMBEDDED BOULDER
 PF0115'WHICH PROJECTS ABOUT 2 FEET, 112 FEET SOUTH OF THE CENTER OF
 PF0115'THE CROSSING, 22 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND
 PF0115'ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK.
 PF0115
 PF0115                          STATION RECOVERY (1978)
 PF0115
 PF0115'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PF0115'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1126 ***********************************************************************
 OC1126  DESIGNATION -  A 167 MEDT
 OC1126  PID         -  OC1126
 OC1126  STATE/COUNTY-  ME/CUMBERLAND
 OC1126  USGS QUAD   -  PORTLAND EAST (1975)
 OC1126
 OC1126                         *CURRENT SURVEY CONTROL
 OC1126  ___________________________________________________________________
 OC1126* NAD 83(1986)-  43 44 18.     (N)    070 13 36.     (W)     SCALED    
 OC1126* NAVD 88     -        12.916  (meters)      42.38   (feet)  ADJUSTED  
 OC1126  ___________________________________________________________________
 OC1126  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 OC1126  DYNAMIC HT  -          12.915 (meters)      42.37  (feet)  COMP
 OC1126  MODELED GRAV-     980,501.7   (mgal)                       NAVD 88
 OC1126
 OC1126  VERT ORDER  -  SECOND    CLASS I
 OC1126
 OC1126.The horizontal coordinates were scaled from a topographic map and have
 OC1126.an estimated accuracy of +/- 6 seconds.
 OC1126
 OC1126.The orthometric height was determined by differential leveling
 OC1126.and adjusted by the National Geodetic Survey in June 1991..
 OC1126
 OC1126.The geoid height was determined by GEOID03.
 OC1126
 OC1126.The dynamic height is computed by dividing the NAVD 88
 OC1126.geopotential number by the normal gravity value computed on the
 OC1126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1126.degrees latitude (g = 980.6199 gals.).
 OC1126
 OC1126.The modeled gravity was interpolated from observed gravity values.
 OC1126
 OC1126;                    North         East    Units  Estimated Accuracy
 OC1126;SPC ME W     -   100,540.      895,170.      MT  (+/- 180 meters Scaled)
 OC1126
 OC1126                          SUPERSEDED SURVEY CONTROL
 OC1126
 OC1126  NGVD 29 (??/??/92)   13.126  (m)           43.06   (f) ADJ UNCH    2 1
 OC1126
 OC1126.Superseded values are not recommended for survey control.
 OC1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1126.See file dsdata.txt to determine how the superseded data were derived.
 OC1126
 OC1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ012435(NAD 83)
 OC1126_MARKER: DD = SURVEY DISK
 OC1126_SETTING: 66 = SET IN ROCK OUTCROP
 OC1126_SP_SET: ROCK CUT
 OC1126_STAMPING: A-167 8-09-74
 OC1126_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC1126+STABILITY: POSITION/ELEVATION WELL
 OC1126
 OC1126  HISTORY     - Date     Condition        Report By
 OC1126  HISTORY     - 1974     MONUMENTED       MEDT
 OC1126  HISTORY     - 19910515 GOOD             USPSQD
 OC1126
 OC1126                          STATION DESCRIPTION
 OC1126
 OC1126'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 OC1126'6.5 MI SW FROM YARMOUTH.
 OC1126'ABOUT 6.5 MILES SOUTHWESTERLY ALONG I-95 SOUTHBOUND FROM THE I-95
 OC1126'BRIDGE OVER COUSINS RIVER (YARMOUTH-FREEPORT TOWN LINE), AND ALSO
 OC1126'ABOUT 3.7 MILES SOUTHWESTERLY ALONG I-95 SOUTHBOUND FROM THE U.S.
 OC1126'ROUTE NO. 1 OVERPASS CROSSING I-95 (YARMOUTH), ALSO 0.3 MILE SOUTHWEST
 OC1126'OF THE JOHNSON ROAD OVERPASS IN THE TOWN OF FALMOUTH, A DISK SET FLUSH
 OC1126'IN THE NORTHERN EXTREMITY OF A LARGE ROCK CUT, 49 FEET SOUTHEAST OF
 OC1126'THE CENTERLINE AND ABOUT LEVEL WITH THE SURFACE OF I-95 NORTHBOUND,
 OC1126'AND 67 FEET SOUTH OF THE WESTERNMOST ALUMINUM POST ON THE NORTHBOUND
 OC1126'SIGN WHICH READS YARMOUTH 5 BRUNSWICK 20 IN.  2.0 FEET SOUTHEAST OF
 OC1126'THE 4 FOOT SLOPING ROCK FACE AND 6.0 FEET SOUTHEAST OF A METAL WITNESS
 OC1126'POST.
 OC1126
 OC1126                          STATION RECOVERY (1991)
 OC1126
 OC1126'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OC1126'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0301 ***********************************************************************
 PD0301  DESIGNATION -  A 168
 PD0301  PID         -  PD0301
 PD0301  STATE/COUNTY-  ME/WASHINGTON
 PD0301  USGS QUAD   -  EPPING (1984)
 PD0301
 PD0301                         *CURRENT SURVEY CONTROL
 PD0301  ___________________________________________________________________
 PD0301* NAD 83(1986)-  44 38 19.     (N)    067 47 29.     (W)     SCALED    
 PD0301* NAVD 88     -        30.585  (meters)     100.34   (feet)  ADJUSTED  
 PD0301  ___________________________________________________________________
 PD0301  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 PD0301  DYNAMIC HT  -          30.584 (meters)     100.34  (feet)  COMP
 PD0301  MODELED GRAV-     980,582.6   (mgal)                       NAVD 88
 PD0301
 PD0301  VERT ORDER  -  FIRST     CLASS I
 PD0301
 PD0301.The horizontal coordinates were scaled from a topographic map and have
 PD0301.an estimated accuracy of +/- 6 seconds.
 PD0301
 PD0301.The orthometric height was determined by differential leveling
 PD0301.and adjusted by the National Geodetic Survey in June 1991..
 PD0301
 PD0301.The geoid height was determined by GEOID03.
 PD0301
 PD0301.The dynamic height is computed by dividing the NAVD 88
 PD0301.geopotential number by the normal gravity value computed on the
 PD0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0301.degrees latitude (g = 980.6199 gals.).
 PD0301
 PD0301.The modeled gravity was interpolated from observed gravity values.
 PD0301
 PD0301;                    North         East    Units  Estimated Accuracy
 PD0301;SPC ME E     -   108,230.      356,220.      MT  (+/- 180 meters Scaled)
 PD0301
 PD0301                          SUPERSEDED SURVEY CONTROL
 PD0301
 PD0301  NGVD 29 (??/??/92)   30.790  (m)          101.02   (f) ADJ UNCH    1 1
 PD0301
 PD0301.Superseded values are not recommended for survey control.
 PD0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0301.See file dsdata.txt to determine how the superseded data were derived.
 PD0301
 PD0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK958435(NAD 83)
 PD0301_MARKER: DB = BENCH MARK DISK
 PD0301_SETTING: 80 = SET IN A BOULDER
 PD0301_SP_SET: BOULDER
 PD0301_STAMPING: A 168 1966
 PD0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0301+STABILITY: SURFACE MOTION
 PD0301
 PD0301  HISTORY     - Date     Condition        Report By
 PD0301  HISTORY     - 1966     MONUMENTED       CGS
 PD0301  HISTORY     - 1978     MARK NOT FOUND   DMA
 PD0301
 PD0301                          STATION DESCRIPTION
 PD0301
 PD0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PD0301'2.2 MI NE FROM HARRINGTON.
 PD0301'2.15 MILES NORTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PD0301'RAILROAD BRIDGE OVER THE HARRINGTON RIVER AT HARRINGTON, 0.9
 PD0301'MILE NORTHEAST OF FOREST HILL CEMETERY, 430 FEET NORTHEAST OF
 PD0301'MILEPOST C65/P205, IN THE TOP OF AN EMBEDDED BOULDER THAT THE
 PD0301'EXPOSED PORTION IS 4-BY-6-FOOT AND PROJECTS 2 1/2 FEET, 70.0
 PD0301'FEET NORTHWEST OF THE NORTHWEST RAIL, AND ABOUT 1 FOOT ABOVE THE
 PD0301'LEVEL OF THE TRACK.
 PD0301
 PD0301                          STATION RECOVERY (1978)
 PD0301
 PD0301'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PD0301'NOT RECOVERED AREA HAS BEEN LOGGED OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1134 ***********************************************************************
 OC1134  DESIGNATION -  A 168 MEDT
 OC1134  PID         -  OC1134
 OC1134  STATE/COUNTY-  ME/CUMBERLAND
 OC1134  USGS QUAD   -  PORTLAND EAST (1975)
 OC1134
 OC1134                         *CURRENT SURVEY CONTROL
 OC1134  ___________________________________________________________________
 OC1134* NAD 83(1986)-  43 43 31.     (N)    070 14 27.     (W)     SCALED    
 OC1134* NAVD 88     -        11.320  (meters)      37.14   (feet)  ADJUSTED  
 OC1134  ___________________________________________________________________
 OC1134  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 OC1134  DYNAMIC HT  -          11.319 (meters)      37.14  (feet)  COMP
 OC1134  MODELED GRAV-     980,500.0   (mgal)                       NAVD 88
 OC1134
 OC1134  VERT ORDER  -  SECOND    CLASS I
 OC1134
 OC1134.The horizontal coordinates were scaled from a topographic map and have
 OC1134.an estimated accuracy of +/- 6 seconds.
 OC1134
 OC1134.The orthometric height was determined by differential leveling
 OC1134.and adjusted by the National Geodetic Survey in June 1991..
 OC1134
 OC1134.The geoid height was determined by GEOID03.
 OC1134
 OC1134.The dynamic height is computed by dividing the NAVD 88
 OC1134.geopotential number by the normal gravity value computed on the
 OC1134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1134.degrees latitude (g = 980.6199 gals.).
 OC1134
 OC1134.The modeled gravity was interpolated from observed gravity values.
 OC1134
 OC1134;                    North         East    Units  Estimated Accuracy
 OC1134;SPC ME W     -    99,090.      894,020.      MT  (+/- 180 meters Scaled)
 OC1134
 OC1134                          SUPERSEDED SURVEY CONTROL
 OC1134
 OC1134  NGVD 29 (??/??/92)   11.530  (m)           37.83   (f) ADJ UNCH    2 1
 OC1134
 OC1134.Superseded values are not recommended for survey control.
 OC1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1134.See file dsdata.txt to determine how the superseded data were derived.
 OC1134
 OC1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ000421(NAD 83)
 OC1134_MARKER: DD = SURVEY DISK
 OC1134_SETTING: 0 = UNSPECIFIED SETTING
 OC1134_STAMPING: A-168 8-09-74
 OC1134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC1134
 OC1134  HISTORY     - Date     Condition        Report By
 OC1134  HISTORY     - 1974     MONUMENTED       MEDT
 OC1134  HISTORY     - 19910515 GOOD             USPSQD
 OC1134
 OC1134                          STATION DESCRIPTION
 OC1134
 OC1134'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 OC1134'0.55 MI SW FROM FALMOUTH.
 OC1134'ABOUT 7.1 MILES SOUTHWESTERLY ALONG I-95 SOUTHBOUND FROM THE I-95
 OC1134'BRIDGE OVER COUSINS RIVER (YARMOUTH-FREEPORT TOWN LINE) AND ALSO ABOUT
 OC1134'4.3 MILES SOUTHWESTERLY ALONG I-95 SOUTHBOUND FROM U.S. ROUTE 1
 OC1134'OVERPASS CROSSING OF I-95 (YARMOUTH) TO THE FALMOUTH SPUR MAINE
 OC1134'TURNPIKE OVERPASS CROSSING I-295, THENCE 0.55 MILE SOUTHWESTERLY ALONG
 OC1134'I-295 AT THE ONLY EXPOSED LEDGE BETWEEN BUCKNAM ROAD OVERPASS AND THE
 OC1134'LUNT ROAD OVERPASS CROSSING I-295 IN THE TOWN OF FALMOUTH. SET FLUSH
 OC1134'IN THE HIGHEST POINT OF LEDGE 60 FEET NORTHWEST OF CENTERLINE AND
 OC1134'ABOUT 5 1/2 FEET ABOVE THE SURFACE OF I-295 SOUTHBOUND, 60 FEET
 OC1134'SOUTHEAST OF THE RIGHT-OF-WAY FENCE, 7 FEET NORTHWEST OF THE 15 FOOT
 OC1134'SLOPING LEDGE FACE, AND 5.6 FEET EAST OF A METAL WITNESS POST.
 OC1134
 OC1134                          STATION RECOVERY (1991)
 OC1134
 OC1134'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OC1134'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0363 ***********************************************************************
 PD0363  DESIGNATION -  A 169
 PD0363  PID         -  PD0363
 PD0363  STATE/COUNTY-  ME/WASHINGTON
 PD0363  USGS QUAD   -  CHERRYFIELD (1978)
 PD0363
 PD0363                         *CURRENT SURVEY CONTROL
 PD0363  ___________________________________________________________________
 PD0363* NAD 83(1986)-  44 30 39.     (N)    067 57 52.     (W)     SCALED    
 PD0363* NAVD 88     -        14.070  (meters)      46.16   (feet)  ADJUSTED  
 PD0363  ___________________________________________________________________
 PD0363  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 PD0363  DYNAMIC HT  -          14.069 (meters)      46.16  (feet)  COMP
 PD0363  MODELED GRAV-     980,566.5   (mgal)                       NAVD 88
 PD0363
 PD0363  VERT ORDER  -  SECOND    CLASS 0
 PD0363
 PD0363.The horizontal coordinates were scaled from a topographic map and have
 PD0363.an estimated accuracy of +/- 6 seconds.
 PD0363
 PD0363.The orthometric height was determined by differential leveling
 PD0363.and adjusted by the National Geodetic Survey in June 1991..
 PD0363
 PD0363.The geoid height was determined by GEOID03.
 PD0363
 PD0363.The dynamic height is computed by dividing the NAVD 88
 PD0363.geopotential number by the normal gravity value computed on the
 PD0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0363.degrees latitude (g = 980.6199 gals.).
 PD0363
 PD0363.The modeled gravity was interpolated from observed gravity values.
 PD0363
 PD0363;                    North         East    Units  Estimated Accuracy
 PD0363;SPC ME E     -    93,930.      342,580.      MT  (+/- 180 meters Scaled)
 PD0363
 PD0363                          SUPERSEDED SURVEY CONTROL
 PD0363
 PD0363  NGVD 29 (??/??/92)   14.267  (m)           46.81   (f) ADJ UNCH    2 0
 PD0363
 PD0363.Superseded values are not recommended for survey control.
 PD0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0363.See file dsdata.txt to determine how the superseded data were derived.
 PD0363
 PD0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK823291(NAD 83)
 PD0363_MARKER: DB = BENCH MARK DISK
 PD0363_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PD0363_SP_SET: BRIDGE
 PD0363_STAMPING: A 169 1966
 PD0363_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PD0363
 PD0363  HISTORY     - Date     Condition        Report By
 PD0363  HISTORY     - 1966     MONUMENTED       CGS
 PD0363
 PD0363                          STATION DESCRIPTION
 PD0363
 PD0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PD0363'AT STEUBEN.
 PD0363'AT STEUBEN, SET ON THE TOP OF THE NORTH END OF THE WEST CONCRETE
 PD0363'ABUTMENT OF THE NEW U.S. HIGHWAY 1 BRIDGE OVER TUNK STREAM, 18
 PD0363'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 1/2 FOOT
 PD0363'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2816 ***********************************************************************
 OC2816  DESIGNATION -  A 169 RESET
 OC2816  PID         -  OC2816
 OC2816  STATE/COUNTY-  ME/CUMBERLAND
 OC2816  USGS QUAD   -  PORTLAND WEST (1978)
 OC2816
 OC2816                         *CURRENT SURVEY CONTROL
 OC2816  ___________________________________________________________________
 OC2816* NAD 83(1986)-  43 42 54.     (N)    070 15 06.     (W)     SCALED    
 OC2816* NAVD 88     -         6.86   (meters)      22.5    (feet)  RESET     
 OC2816  ___________________________________________________________________
 OC2816  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 OC2816
 OC2816  VERT ORDER  -  THIRD
 OC2816
 OC2816.The horizontal coordinates were scaled from a topographic map and have
 OC2816.an estimated accuracy of +/- 6 seconds.
 OC2816
 OC2816.The orthometric height was computed from unverified reset data.
 OC2816.No vertical observational check was made to the station.
 OC2816
 OC2816.The geoid height was determined by GEOID03.
 OC2816
 OC2816;                    North         East    Units  Estimated Accuracy
 OC2816;SPC ME W     -    97,950.      893,150.      MT  (+/- 180 meters Scaled)
 OC2816
 OC2816                          SUPERSEDED SURVEY CONTROL
 OC2816
 OC2816  NGVD 29 (01/19/06)    7.07   (m)           23.2    (f) RESET       3  
 OC2816
 OC2816.Superseded values are not recommended for survey control.
 OC2816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2816.See file dsdata.txt to determine how the superseded data were derived.
 OC2816
 OC2816_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ991409(NAD 83)
 OC2816_MARKER: DV = VERTICAL CONTROL DISK
 OC2816_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OC2816_SP_SET: CURB
 OC2816_STAMPING: A 169
 OC2816_MARK LOGO: NGS   
 OC2816_MAGNETIC: N = NO MAGNETIC MATERIAL
 OC2816_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC2816
 OC2816  HISTORY     - Date     Condition        Report By
 OC2816  HISTORY     - 1990     MONUMENTED       MEDT
 OC2816
 OC2816                          STATION DESCRIPTION
 OC2816
 OC2816'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1990
 OC2816'IN FALMOUTH, AT THE NORTHWEST END OF THE SOUTHBOUND I-295 BRIDGE OVER
 OC2816'THE PRESUMPSCOT RIVER, 16.08 FEET (4.90 M) FROM THE CENTERLINE OF
 OC2816'I-295 SOUTH, 10.20 FEET (3.11 M) NORTHEAST FROM THE EXPANSION JOINT,
 OC2816'6.07 FEET (1.85 M) FROM THE END OF THE CONCRETE CURB AND WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0264 ***********************************************************************
 OB0264  DESIGNATION -  A 17
 OB0264  PID         -  OB0264
 OB0264  STATE/COUNTY-  ME/SAGADAHOC
 OB0264  USGS QUAD   -  BRUNSWICK (1980)
 OB0264
 OB0264                         *CURRENT SURVEY CONTROL
 OB0264  ___________________________________________________________________
 OB0264* NAD 83(1986)-  43 56 06.     (N)    069 57 56.     (W)     SCALED    
 OB0264* NAVD 88     -        40.512  (meters)     132.91   (feet)  ADJUSTED  
 OB0264  ___________________________________________________________________
 OB0264  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 OB0264  DYNAMIC HT  -          40.508 (meters)     132.90  (feet)  COMP
 OB0264  MODELED GRAV-     980,515.5   (mgal)                       NAVD 88
 OB0264
 OB0264  VERT ORDER  -  SECOND    CLASS I
 OB0264
 OB0264.The horizontal coordinates were scaled from a topographic map and have
 OB0264.an estimated accuracy of +/- 6 seconds.
 OB0264
 OB0264.The orthometric height was determined by differential leveling
 OB0264.and adjusted by the National Geodetic Survey in June 1991..
 OB0264
 OB0264.The geoid height was determined by GEOID03.
 OB0264
 OB0264.The dynamic height is computed by dividing the NAVD 88
 OB0264.geopotential number by the normal gravity value computed on the
 OB0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0264.degrees latitude (g = 980.6199 gals.).
 OB0264
 OB0264.The modeled gravity was interpolated from observed gravity values.
 OB0264
 OB0264;                    North         East    Units  Estimated Accuracy
 OB0264;SPC ME W     -   122,410.      916,150.      MT  (+/- 180 meters Scaled)
 OB0264
 OB0264                          SUPERSEDED SURVEY CONTROL
 OB0264
 OB0264  NGVD 29 (??/??/92)   40.709  (m)          133.56   (f) ADJ UNCH    2 1
 OB0264
 OB0264.Superseded values are not recommended for survey control.
 OB0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0264.See file dsdata.txt to determine how the superseded data were derived.
 OB0264
 OB0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ225651(NAD 83)
 OB0264_MARKER: DD = SURVEY DISK
 OB0264_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OB0264_SP_SET: FOUNDATION
 OB0264_STAMPING: A-17 4-15-71
 OB0264_MARK LOGO: MEDT  
 OB0264_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OB0264
 OB0264  HISTORY     - Date     Condition        Report By
 OB0264  HISTORY     - 1971     MONUMENTED       MEDT
 OB0264  HISTORY     - 1975     GOOD             MEDT
 OB0264  HISTORY     - 1991     GOOD             USPSQD
 OB0264  HISTORY     - 20040513 GOOD             USPSQD
 OB0264
 OB0264                          STATION DESCRIPTION
 OB0264
 OB0264'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 OB0264'IN TOPSHAM.
 OB0264'IN TOPSHAM AT THE TOPSHAM POST OFFICE BUILDING, A DISK SET VERTICALLY
 OB0264'3 FEET EAST OF THE SOUTHWEST CORNER OF THE BUILDING IN THE CONCRETE
 OB0264'FOUNDATION 0.5 FOOT ABOVE THE SURFACE OF THE CONCRETE SIDEWALK AND 76
 OB0264'FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 201.  DISK IS ALSO ABOUT
 OB0264'0.8 MILE SOUTHEAST ALONG STATE HIGHWAY 196 FROM THE STATE HIGHWAY 196
 OB0264'OVERPASS CROSSING I-95 NORTHBOUND AT THE INTERSECTION OF STATE HIGHWAY
 OB0264'196 AND U.S. HIGHWAY 201.
 OB0264
 OB0264                          STATION RECOVERY (1991)
 OB0264
 OB0264'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OB0264'RECOVERED IN GOOD CONDITION.
 OB0264
 OB0264                          STATION RECOVERY (2004)
 OB0264
 OB0264'RECOVERY NOTE BY US POWER SQUADRON 2004 (AHE)
 OB0264'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0068 ***********************************************************************
 PE0068  DESIGNATION -  A 170
 PE0068  PID         -  PE0068
 PE0068  STATE/COUNTY-  ME/HANCOCK
 PE0068  USGS QUAD   -  SULLIVAN (1982)
 PE0068
 PE0068                         *CURRENT SURVEY CONTROL
 PE0068  ___________________________________________________________________
 PE0068* NAD 83(1986)-  44 33 48.     (N)    068 08 33.     (W)     SCALED    
 PE0068* NAVD 88     -        57.458  (meters)     188.51   (feet)  ADJUSTED  
 PE0068  ___________________________________________________________________
 PE0068  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 PE0068  DYNAMIC HT  -          57.455 (meters)     188.50  (feet)  COMP
 PE0068  MODELED GRAV-     980,557.0   (mgal)                       NAVD 88
 PE0068  OBS GRAVITY -     980,557.5   (mgal)                       GRAV_OBS
 PE0068
 PE0068  VERT ORDER  -  FIRST     CLASS I
 PE0068
 PE0068.The horizontal coordinates were scaled from a topographic map and have
 PE0068.an estimated accuracy of +/- 6 seconds.
 PE0068
 PE0068.The orthometric height was determined by differential leveling
 PE0068.and adjusted by the National Geodetic Survey in June 1991..
 PE0068
 PE0068.The geoid height was determined by GEOID03.
 PE0068
 PE0068.The dynamic height is computed by dividing the NAVD 88
 PE0068.geopotential number by the normal gravity value computed on the
 PE0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0068.degrees latitude (g = 980.6199 gals.).
 PE0068
 PE0068.The modeled gravity was interpolated from observed gravity values.
 PE0068.The observed gravity was obtained from relative gravimeter ties
 PE0068.to the IGSN71 gravity network.
 PE0068
 PE0068;                    North         East    Units  Estimated Accuracy
 PE0068;SPC ME E     -    99,690.      328,400.      MT  (+/- 180 meters Scaled)
 PE0068
 PE0068                          SUPERSEDED SURVEY CONTROL
 PE0068
 PE0068  NGVD 29 (??/??/92)   57.661  (m)          189.18   (f) ADJ UNCH    1 1
 PE0068
 PE0068.Superseded values are not recommended for survey control.
 PE0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0068.See file dsdata.txt to determine how the superseded data were derived.
 PE0068
 PE0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK680348(NAD 83)
 PE0068_MARKER: DB = BENCH MARK DISK
 PE0068_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PE0068_SP_SET: 69.7 FEET
 PE0068_STAMPING: A 170 1966
 PE0068_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0068
 PE0068  HISTORY     - Date     Condition        Report By
 PE0068  HISTORY     - 1966     MONUMENTED       CGS
 PE0068  HISTORY     - 1978     GOOD             DMA
 PE0068
 PE0068                          STATION DESCRIPTION
 PE0068
 PE0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE0068'1.9 MI NW FROM TUNK LAKE.
 PE0068'1.9 MILES NORTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE0068'CROSSING OF STATE HIGHWAY 183 AT TUNK LAKE, ABOUT 0.3 MILE
 PE0068'SOUTHEAST OF MILEPOST P 183/C87, 77 FEET NORTH OF THE SWITCH
 PE0068'STAND AT THE SOUTHEAST END OF SCHOODIC SIDING, 36.6 FEET
 PE0068'NORTHEAST OF THE NORTHEAST RAIL OF THE MAINE TRACK, 26 FEET WEST
 PE0068'OF THE CENTER LINE OF A NARROW DIRT ROAD THAT PARALLELS THE
 PE0068'TRACK, 0.7 FOOT NORTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET
 PE0068'ABOVE THE LEVEL OF THE TRACK, AND IS A DISK ON TOP OF A COPPER
 PE0068'COATED STEEL ROD PROJECTING 0.2 FOOT AND PROTECTED BY A 5-INCH
 PE0068'IRON PIPE PROJECTING 0.5 FOOT.  THE ROD WAS DRIVEN TO REFUSAL
 PE0068'AT A DEPTH OF 69.7 FEET.
 PE0068
 PE0068                          STATION RECOVERY (1978)
 PE0068
 PE0068'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PE0068'THERE IS NO SIDEING, NO SWITCH STAND, NO NETAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1136 ***********************************************************************
 OC1136  DESIGNATION -  A 170 MEDT
 OC1136  PID         -  OC1136
 OC1136  STATE/COUNTY-  ME/CUMBERLAND
 OC1136  USGS QUAD   -  PORTLAND WEST (1978)
 OC1136
 OC1136                         *CURRENT SURVEY CONTROL
 OC1136  ___________________________________________________________________
 OC1136* NAD 83(1986)-  43 42 17.     (N)    070 15 22.     (W)     SCALED    
 OC1136* NAVD 88     -        17.095  (meters)      56.09   (feet)  ADJUSTED  
 OC1136  ___________________________________________________________________
 OC1136  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 OC1136  DYNAMIC HT  -          17.093 (meters)      56.08  (feet)  COMP
 OC1136  MODELED GRAV-     980,498.7   (mgal)                       NAVD 88
 OC1136
 OC1136  VERT ORDER  -  SECOND    CLASS I
 OC1136
 OC1136.The horizontal coordinates were scaled from a topographic map and have
 OC1136.an estimated accuracy of +/- 6 seconds.
 OC1136
 OC1136.The orthometric height was determined by differential leveling
 OC1136.and adjusted by the National Geodetic Survey in June 1991..
 OC1136
 OC1136.The geoid height was determined by GEOID03.
 OC1136
 OC1136.The dynamic height is computed by dividing the NAVD 88
 OC1136.geopotential number by the normal gravity value computed on the
 OC1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1136.degrees latitude (g = 980.6199 gals.).
 OC1136
 OC1136.The modeled gravity was interpolated from observed gravity values.
 OC1136
 OC1136;                    North         East    Units  Estimated Accuracy
 OC1136;SPC ME W     -    96,810.      892,790.      MT  (+/- 180 meters Scaled)
 OC1136
 OC1136                          SUPERSEDED SURVEY CONTROL
 OC1136
 OC1136  NGVD 29 (??/??/92)   17.307  (m)           56.78   (f) ADJ UNCH    2 1
 OC1136
 OC1136.Superseded values are not recommended for survey control.
 OC1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1136.See file dsdata.txt to determine how the superseded data were derived.
 OC1136
 OC1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ987398(NAD 83)
 OC1136_MARKER: DD = SURVEY DISK
 OC1136_SETTING: 66 = SET IN ROCK OUTCROP
 OC1136_SP_SET: ROCK LEDGE
 OC1136_STAMPING: A-170 8-12-74
 OC1136_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC1136+STABILITY: POSITION/ELEVATION WELL
 OC1136
 OC1136  HISTORY     - Date     Condition        Report By
 OC1136  HISTORY     - 1974     MONUMENTED       MEDT
 OC1136  HISTORY     - 19910515 GOOD             USPSQD
 OC1136
 OC1136                          STATION DESCRIPTION
 OC1136
 OC1136'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 OC1136'2.25 MI SW FROM FALMOUTH.
 OC1136'ABOUT 2.25 MILES SOUTHWESTERLY ALONG I-295 SOUTHBOUND FROM THE
 OC1136'FALMOUTH SPUR OF THE MAINE TURNPIKE OVERPASS CROSSING I-295, AND 0.25
 OC1136'MILES NORTH OF THE PORTLAND-FALMOUTH TOWN LINE SIGN, 65 FEET NORTHWEST
 OC1136'OF THE CENTERLINE, AND 3 1/2 FEET ABOVE THE SURFACE OF I-295
 OC1136'SOUTHBOUND, A DISK SET FLUSH IN THE EXPOSED LEDGE.  56 FEET SOUTHEAST
 OC1136'OF THE RIGHT-OF-WAY FENCE, AND 9.2 FEET NORTH OF A METAL WITNESS POST.
 OC1136
 OC1136                          STATION RECOVERY (1991)
 OC1136
 OC1136'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OC1136'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1435 ***********************************************************************
 PE1435  DESIGNATION -  A 171
 PE1435  PID         -  PE1435
 PE1435  STATE/COUNTY-  ME/KENNEBEC
 PE1435  USGS QUAD   -  WATERVILLE (1982)
 PE1435
 PE1435                         *CURRENT SURVEY CONTROL
 PE1435  ___________________________________________________________________
 PE1435* NAD 83(1986)-  44 32 08.     (N)    069 40 30.     (W)     SCALED    
 PE1435* NAVD 88     -        96.930  (meters)     318.01   (feet)  ADJUSTED  
 PE1435  ___________________________________________________________________
 PE1435  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 PE1435  DYNAMIC HT  -          96.924 (meters)     317.99  (feet)  COMP
 PE1435  MODELED GRAV-     980,549.8   (mgal)                       NAVD 88
 PE1435  OBS GRAVITY -     980,544.3   (mgal)                       GRAV_OBS
 PE1435
 PE1435  VERT ORDER  -  FIRST     CLASS I
 PE1435
 PE1435.This mark is at Waterville Robert Lafleur Airport (WVL)
 PE1435
 PE1435.The horizontal coordinates were scaled from a topographic map and have
 PE1435.an estimated accuracy of +/- 6 seconds.
 PE1435
 PE1435.The orthometric height was determined by differential leveling
 PE1435.and adjusted by the National Geodetic Survey in June 1991..
 PE1435.WARNING-Repeat measurements at this control monument indicate possible
 PE1435.vertical movement.
 PE1435
 PE1435.The geoid height was determined by GEOID03.
 PE1435
 PE1435.The dynamic height is computed by dividing the NAVD 88
 PE1435.geopotential number by the normal gravity value computed on the
 PE1435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1435.degrees latitude (g = 980.6199 gals.).
 PE1435
 PE1435.The modeled gravity was interpolated from observed gravity values.
 PE1435.The observed gravity was obtained from relative gravimeter ties
 PE1435.to the IGSN71 gravity network.
 PE1435
 PE1435;                    North         East    Units  Estimated Accuracy
 PE1435;SPC ME W     -   189,240.      939,080.      MT  (+/- 180 meters Scaled)
 PE1435
 PE1435                          SUPERSEDED SURVEY CONTROL
 PE1435
 PE1435  NGVD 29 (??/??/92)   97.122  (m)          318.64   (f) ADJ UNCH    1 1
 PE1435
 PE1435.Superseded values are not recommended for survey control.
 PE1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1435.See file dsdata.txt to determine how the superseded data were derived.
 PE1435
 PE1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK463315(NAD 83)
 PE1435_MARKER: DB = BENCH MARK DISK
 PE1435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1435_STAMPING: A 171 1966
 PE1435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1435+STABILITY: SURFACE MOTION
 PE1435
 PE1435  HISTORY     - Date     Condition        Report By
 PE1435  HISTORY     - 1966     MONUMENTED       CGS
 PE1435  HISTORY     - 1974     GOOD             NGS
 PE1435  HISTORY     - 1978     GOOD             DOD
 PE1435  HISTORY     - 1986     GOOD             USPSQD
 PE1435  HISTORY     - 19951005 MARK NOT FOUND   CHANCE
 PE1435
 PE1435                          STATION DESCRIPTION
 PE1435
 PE1435'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE1435'3 MI E FROM OAKLAND.
 PE1435'ABOUT 2.35 MILES EAST ALONG STATE HIGHWAY 11 FROM THE POST
 PE1435'OFFICE AT OAKLAND, THENCE ABOUT 0.65 MILE SOUTH ALONG A BLACK
 PE1435'TOPPED ROAD, AT THE CAPTAIN ROBERT LA FLEUR AIRPORT, AT THE
 PE1435'NORTH CORNER OF THE SNOW FENCE AROUND THE AIRPORT MANAGERS HOUSE,
 PE1435'46 FEET SOUTHWEST OF THE CENTER LINE OF THE BLACK TOPPED ROAD,
 PE1435'23 FEET SOUTHEAST OF THE CENTER LINE OF DIRT ROAD LEADING TO
 PE1435'MANAGERS HOUSE, 82.5 FEET EAST-NORTHEAST OF AND ACROSS DRIVE
 PE1435'FROM THE EAST CORNER OF A METAL GARAGE WHICH IS ATTACHED TO A
 PE1435'LARGE METAL HANGAR, 0.8 FOOT NORTHWEST OF THE NORTH CORNER OF
 PE1435'THE SNOW FENCE, ABOUT LEVEL WITH THE DRIVE, AND SET IN THE TOP
 PE1435'OF A CONCRETE POST FLUSH WITH THE GROUND.
 PE1435
 PE1435                          STATION RECOVERY (1974)
 PE1435
 PE1435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 PE1435'RECOVERED IN GOOD CONDITION.
 PE1435
 PE1435                          STATION RECOVERY (1978)
 PE1435
 PE1435'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE1435'RECOVERED IN GOOD CONDITION.
 PE1435
 PE1435                          STATION RECOVERY (1986)
 PE1435
 PE1435'RECOVERY NOTE BY US POWER SQUADRON 1986 (SF)
 PE1435'RECOVERED IN GOOD CONDITION.
 PE1435
 PE1435                          STATION RECOVERY (1995)
 PE1435
 PE1435'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KB)
 PE1435'NOT FOUND.  THE AIRPORT MANAGERS HOUSE, HANGAR AND GARAGE REFERRED TO
 PE1435'IN THE 1966 DESCRIPTION NO LONGER EXIST AND THE SITE HAS BEEN CLEARED
 PE1435'AND GRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1137 ***********************************************************************
 OC1137  DESIGNATION -  A 171 MEDT
 OC1137  PID         -  OC1137
 OC1137  STATE/COUNTY-  ME/CUMBERLAND
 OC1137  USGS QUAD   -  PORTLAND WEST (1978)
 OC1137
 OC1137                         *CURRENT SURVEY CONTROL
 OC1137  ___________________________________________________________________
 OC1137* NAD 83(1986)-  43 41 09.     (N)    070 15 08.     (W)     SCALED    
 OC1137* NAVD 88     -         9.795  (meters)      32.14   (feet)  ADJUSTED  
 OC1137  ___________________________________________________________________
 OC1137  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 OC1137  DYNAMIC HT  -           9.794 (meters)      32.13  (feet)  COMP
 OC1137  MODELED GRAV-     980,500.1   (mgal)                       NAVD 88
 OC1137
 OC1137  VERT ORDER  -  SECOND    CLASS I
 OC1137
 OC1137.The horizontal coordinates were scaled from a topographic map and have
 OC1137.an estimated accuracy of +/- 6 seconds.
 OC1137
 OC1137.The orthometric height was determined by differential leveling
 OC1137.and adjusted by the National Geodetic Survey in June 1991..
 OC1137
 OC1137.The geoid height was determined by GEOID03.
 OC1137
 OC1137.The dynamic height is computed by dividing the NAVD 88
 OC1137.geopotential number by the normal gravity value computed on the
 OC1137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1137.degrees latitude (g = 980.6199 gals.).
 OC1137
 OC1137.The modeled gravity was interpolated from observed gravity values.
 OC1137
 OC1137;                    North         East    Units  Estimated Accuracy
 OC1137;SPC ME W     -    94,710.      893,100.      MT  (+/- 180 meters Scaled)
 OC1137
 OC1137                          SUPERSEDED SURVEY CONTROL
 OC1137
 OC1137  NGVD 29 (??/??/92)   10.008  (m)           32.83   (f) ADJ UNCH    2 1
 OC1137
 OC1137.Superseded values are not recommended for survey control.
 OC1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1137.See file dsdata.txt to determine how the superseded data were derived.
 OC1137
 OC1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ990377(NAD 83)
 OC1137_MARKER: DD = SURVEY DISK
 OC1137_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC1137_SP_SET: ABUTMENT
 OC1137_STAMPING: A-171 8-12-74
 OC1137_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC1137
 OC1137  HISTORY     - Date     Condition        Report By
 OC1137  HISTORY     - 1974     MONUMENTED       MEDT
 OC1137  HISTORY     - 19910515 GOOD             USPSQD
 OC1137
 OC1137                          STATION DESCRIPTION
 OC1137
 OC1137'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 OC1137'IN PORTLAND.
 OC1137'ABOUT 3.6 MILES SOUTHWESTERLY ALONG I-295 SOUTHBOUND FROM THE FALMOUTH
 OC1137'SPUR OF THE MAINE TURNPIKE OVERPASS CROSSING I-295 AT THE BRIDGE OVER
 OC1137'U.S. RTE. 1 IN PORTLAND, 18 FEET WEST OF THE CENTERLINE AND ABOUT 1
 OC1137'FOOT BELOW THE SURFACE OF I-295 SOUTHBOUND, A DISK SET FLUSH IN THE
 OC1137'PARAPET OF THE NORTH ABUTMENT, 3 FEET BELOW TOP OF BRIDGE CURB.
 OC1137
 OC1137                          STATION RECOVERY (1991)
 OC1137
 OC1137'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OC1137'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0749 ***********************************************************************
 PF0749  DESIGNATION -  A 172
 PF0749  PID         -  PF0749
 PF0749  STATE/COUNTY-  ME/OXFORD
 PF0749  USGS QUAD   -  NORWAY (1983)
 PF0749
 PF0749                         *CURRENT SURVEY CONTROL
 PF0749  ___________________________________________________________________
 PF0749* NAD 83(1986)-  44 14 45.     (N)    070 30 45.     (W)     SCALED    
 PF0749* NAVD 88     -       125.204  (meters)     410.77   (feet)  ADJUSTED  
 PF0749  ___________________________________________________________________
 PF0749  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 PF0749  DYNAMIC HT  -         125.187 (meters)     410.72  (feet)  COMP
 PF0749  MODELED GRAV-     980,475.2   (mgal)                       NAVD 88
 PF0749
 PF0749  VERT ORDER  -  FIRST     CLASS II
 PF0749
 PF0749.The horizontal coordinates were scaled from a topographic map and have
 PF0749.an estimated accuracy of +/- 6 seconds.
 PF0749
 PF0749.The orthometric height was determined by differential leveling
 PF0749.and adjusted by the National Geodetic Survey in June 1991..
 PF0749
 PF0749.The geoid height was determined by GEOID03.
 PF0749
 PF0749.The dynamic height is computed by dividing the NAVD 88
 PF0749.geopotential number by the normal gravity value computed on the
 PF0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0749.degrees latitude (g = 980.6199 gals.).
 PF0749
 PF0749.The modeled gravity was interpolated from observed gravity values.
 PF0749
 PF0749;                    North         East    Units  Estimated Accuracy
 PF0749;SPC ME W     -   156,990.      872,380.      MT  (+/- 180 meters Scaled)
 PF0749
 PF0749                          SUPERSEDED SURVEY CONTROL
 PF0749
 PF0749.No superseded survey control is available for this station.
 PF0749
 PF0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK792002(NAD 83)
 PF0749_MARKER: DB = BENCH MARK DISK
 PF0749_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PF0749_SP_SET: STAINLESS STEEL ROD
 PF0749_STAMPING: A 172 1978
 PF0749_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0749
 PF0749  HISTORY     - Date     Condition        Report By
 PF0749  HISTORY     - 1978     MONUMENTED       NGS
 PF0749
 PF0749                          STATION DESCRIPTION
 PF0749
 PF0749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PF0749'1.35 MI NORTH FROM SOUTH PARIS.
 PF0749'1.35 MILES NORTH ALONG STATE HIGHWAY 26 FROM THE POST OFFICE AT SOUTH
 PF0749'PARIS, AT THE T-JUNCTION OF A WOODS ROAD LEADING SOUTHWEST, 67.4 FT.
 PF0749'WEST OF THE CENTER LINE OF THE HIGHWAY, 25.9 FT. SOUTHEAST OF THE
 PF0749'CENTER LINE OF THE ROAD, 75.4 FT. NORTHWEST OF THE WEST END OF AN
 PF0749'18-INCH CORRUGATED METAL PIPE CULVERT UNDER THE HIGHWAY, 25.9 FT. WEST
 PF0749'OF A 4 BY 4-INCH WOOD POST SUPPORTING AN AMERICAN TREE FARM SIGN,
 PF0749'4.4 FT. NORTH OF A 14-INCH PINE TREE, THE DISK IS 4-INCHES BELOW THE
 PF0749'SURFACE OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC
 PF0749'SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1138 ***********************************************************************
 OC1138  DESIGNATION -  A 172 MEDT
 OC1138  PID         -  OC1138
 OC1138  STATE/COUNTY-  ME/CUMBERLAND
 OC1138  USGS QUAD   -  PORTLAND WEST (1978)
 OC1138
 OC1138                         *CURRENT SURVEY CONTROL
 OC1138  ___________________________________________________________________
 OC1138* NAD 83(1986)-  43 40 33.     (N)    070 15 23.     (W)     SCALED    
 OC1138* NAVD 88     -        13.669  (meters)      44.85   (feet)  ADJUSTED  
 OC1138  ___________________________________________________________________
 OC1138  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 OC1138  DYNAMIC HT  -          13.667 (meters)      44.84  (feet)  COMP
 OC1138  MODELED GRAV-     980,500.2   (mgal)                       NAVD 88
 OC1138
 OC1138  VERT ORDER  -  SECOND    CLASS I
 OC1138
 OC1138.The horizontal coordinates were scaled from a topographic map and have
 OC1138.an estimated accuracy of +/- 6 seconds.
 OC1138
 OC1138.The orthometric height was determined by differential leveling
 OC1138.and adjusted by the National Geodetic Survey in June 1991..
 OC1138
 OC1138.The geoid height was determined by GEOID03.
 OC1138
 OC1138.The dynamic height is computed by dividing the NAVD 88
 OC1138.geopotential number by the normal gravity value computed on the
 OC1138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1138.degrees latitude (g = 980.6199 gals.).
 OC1138
 OC1138.The modeled gravity was interpolated from observed gravity values.
 OC1138
 OC1138;                    North         East    Units  Estimated Accuracy
 OC1138;SPC ME W     -    93,600.      892,770.      MT  (+/- 180 meters Scaled)
 OC1138
 OC1138                          SUPERSEDED SURVEY CONTROL
 OC1138
 OC1138  NGVD 29 (??/??/92)   13.883  (m)           45.55   (f) ADJ UNCH    2 1
 OC1138
 OC1138.Superseded values are not recommended for survey control.
 OC1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1138.See file dsdata.txt to determine how the superseded data were derived.
 OC1138
 OC1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ987366(NAD 83)
 OC1138_MARKER: DD = SURVEY DISK
 OC1138_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC1138_SP_SET: BRIDGE
 OC1138_STAMPING: A-172 8-12-74
 OC1138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC1138
 OC1138  HISTORY     - Date     Condition        Report By
 OC1138  HISTORY     - 1974     MONUMENTED       MEDT
 OC1138  HISTORY     - 19910515 MARK NOT FOUND   USPSQD
 OC1138
 OC1138                          STATION DESCRIPTION
 OC1138
 OC1138'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 OC1138'IN PORTLAND.
 OC1138'ABOUT 4.4 MILES SOUTHWESTERLY ALONG I-295 SOUTHBOUND FROM THE FALMOUTH
 OC1138'SPUR OF THE MAINE TURNPIKE OVERPASS CROSSING I-295 AT TUKEY BRIDGE IN
 OC1138'PORTLAND, 28 FEET WEST OF THE CENTERLINE AND ABOUT 1 FOOT ABOVE THE
 OC1138'SURFACE OF I-295 SOUTHBOUND, A DISK SET FLUSH 8.5 FEET NORTH OF THE
 OC1138'SOUTHERLY END OF THE WEST BRIDGE CURB DIRECTLY UNDER THE SOUTHERN END
 OC1138'OF METAL GUARDRAIL, 1.8 FEET WEST OF FACE OF CURB.
 OC1138
 OC1138                          STATION RECOVERY (1991)
 OC1138
 OC1138'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OC1138'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0779 ***********************************************************************
 PF0779  DESIGNATION -  A 173
 PF0779  PID         -  PF0779
 PF0779  STATE/COUNTY-  ME/OXFORD
 PF0779  USGS QUAD   -  BETHEL (1970)
 PF0779
 PF0779                         *CURRENT SURVEY CONTROL
 PF0779  ___________________________________________________________________
 PF0779* NAD 83(1986)-  44 24 52.     (N)    070 49 37.     (W)     SCALED    
 PF0779* NAVD 88     -       226.216  (meters)     742.18   (feet)  ADJUSTED  
 PF0779  ___________________________________________________________________
 PF0779  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 PF0779  DYNAMIC HT  -         226.186 (meters)     742.08  (feet)  COMP
 PF0779  MODELED GRAV-     980,480.1   (mgal)                       NAVD 88
 PF0779
 PF0779  VERT ORDER  -  FIRST     CLASS II
 PF0779
 PF0779.The horizontal coordinates were scaled from a topographic map and have
 PF0779.an estimated accuracy of +/- 6 seconds.
 PF0779
 PF0779.The orthometric height was determined by differential leveling
 PF0779.and adjusted by the National Geodetic Survey in June 1991..
 PF0779
 PF0779.The geoid height was determined by GEOID03.
 PF0779
 PF0779.The dynamic height is computed by dividing the NAVD 88
 PF0779.geopotential number by the normal gravity value computed on the
 PF0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0779.degrees latitude (g = 980.6199 gals.).
 PF0779
 PF0779.The modeled gravity was interpolated from observed gravity values.
 PF0779
 PF0779;                    North         East    Units  Estimated Accuracy
 PF0779;SPC ME W     -   175,880.      847,410.      MT  (+/- 180 meters Scaled)
 PF0779
 PF0779                          SUPERSEDED SURVEY CONTROL
 PF0779
 PF0779.No superseded survey control is available for this station.
 PF0779
 PF0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK545195(NAD 83)
 PF0779_MARKER: DB = BENCH MARK DISK
 PF0779_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PF0779_SP_SET: STAINLESS STEEL ROD
 PF0779_STAMPING: A 173 1978
 PF0779_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0779
 PF0779  HISTORY     - Date     Condition        Report By
 PF0779  HISTORY     - 1978     MONUMENTED       NGS
 PF0779
 PF0779                          STATION DESCRIPTION
 PF0779
 PF0779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PF0779'1.6 MI NW FROM BETHEL.
 PF0779'1.6 MILES NORTHWEST ALONG U.S. HIGHWAY 2 FROM THE STATE HIGHWAY 26
 PF0779'OVERPASS AT BETHEL, AT THE SUMMIT OF A HILL, OPPOSITE A SMALL
 PF0779'ONE-STORY FRAME HOUSE, 29.1 FT. NORTHEAST OF THE CENTER LINE OF THE
 PF0779'HIGHWAY, 63.9 FT. NORTHEAST AND ACROSS THE HIGHWAY FROM A 24-INCH PINE
 PF0779'TREE, 70 FT. NORTHWEST OF THE NORTHWEST ONE OF A ROW OF GUARD RAIL
 PF0779'POST, 168 FT. SOUTHEAST OF POWER POLE 68-5-57, 100 FT. SOUTHEAST OF
 PF0779'THE EXTENDED CENTER LINE OF THE NORTHWEST ENTRANCE TO THE HOUSE, 2.2
 PF0779'FT. NORTHWEST OF POWER POLE 56, THE DISK IS 3 INCHES BELOW THE SURFACE
 PF0779'OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW
 PF0779'PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1140 ***********************************************************************
 OC1140  DESIGNATION -  A 173 MEDT
 OC1140  PID         -  OC1140
 OC1140  STATE/COUNTY-  ME/CUMBERLAND
 OC1140  USGS QUAD   -  PORTLAND WEST (1978)
 OC1140
 OC1140                         *CURRENT SURVEY CONTROL
 OC1140  ___________________________________________________________________
 OC1140* NAD 83(1986)-  43 39 45.     (N)    070 15 58.     (W)     SCALED    
 OC1140* NAVD 88     -         9.102  (meters)      29.86   (feet)  ADJUSTED  
 OC1140  ___________________________________________________________________
 OC1140  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 OC1140  DYNAMIC HT  -           9.101 (meters)      29.86  (feet)  COMP
 OC1140  MODELED GRAV-     980,500.1   (mgal)                       NAVD 88
 OC1140
 OC1140  VERT ORDER  -  SECOND    CLASS I
 OC1140
 OC1140.The horizontal coordinates were scaled from a topographic map and have
 OC1140.an estimated accuracy of +/- 6 seconds.
 OC1140
 OC1140.The orthometric height was determined by differential leveling
 OC1140.and adjusted by the National Geodetic Survey in June 1991..
 OC1140
 OC1140.The geoid height was determined by GEOID03.
 OC1140
 OC1140.The dynamic height is computed by dividing the NAVD 88
 OC1140.geopotential number by the normal gravity value computed on the
 OC1140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1140.degrees latitude (g = 980.6199 gals.).
 OC1140
 OC1140.The modeled gravity was interpolated from observed gravity values.
 OC1140
 OC1140;                    North         East    Units  Estimated Accuracy
 OC1140;SPC ME W     -    92,120.      891,980.      MT  (+/- 180 meters Scaled)
 OC1140
 OC1140                          SUPERSEDED SURVEY CONTROL
 OC1140
 OC1140  NGVD 29 (??/??/92)    9.317  (m)           30.57   (f) ADJ UNCH    2 1
 OC1140
 OC1140.Superseded values are not recommended for survey control.
 OC1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1140.See file dsdata.txt to determine how the superseded data were derived.
 OC1140
 OC1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ979351(NAD 83)
 OC1140_MARKER: DD = SURVEY DISK
 OC1140_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC1140_SP_SET: BRIDGE
 OC1140_STAMPING: A-173 8-12-74
 OC1140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC1140
 OC1140  HISTORY     - Date     Condition        Report By
 OC1140  HISTORY     - 1974     MONUMENTED       MEDT
 OC1140  HISTORY     - 19910515 GOOD             USPSQD
 OC1140
 OC1140                          STATION DESCRIPTION
 OC1140
 OC1140'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 OC1140'IN PORTLAND.
 OC1140'ABOUT 1.1 MILES SOUTHWEST ALONG I-295 SOUTHBOUND FROM TUKEY BRIDGE AT
 OC1140'THE I-295 OVERPASS CROSSING PREBLE STREET IN PORTLAND, 25 FEET NORTH
 OC1140'OF THE CENTERLINE, AND ABOUT 1 FOOT ABOVE THE SURFACE OF I-295
 OC1140'SOUTHBOUND, A DISK SET FLUSH IN THE NORTH CONCRETE CURB OF THE BRIDGE,
 OC1140'6 FEET WEST OF THE EAST END OF THE CURB AND 16 FEET EAST OF THE BRIDGE
 OC1140'EXPANSION JOINT.
 OC1140
 OC1140                          STATION RECOVERY (1991)
 OC1140
 OC1140'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OC1140'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1156 ***********************************************************************
 OC1156  DESIGNATION -  A 174 MEDT
 OC1156  PID         -  OC1156
 OC1156  STATE/COUNTY-  ME/CUMBERLAND
 OC1156  USGS QUAD   -  PORTLAND WEST (1978)
 OC1156
 OC1156                         *CURRENT SURVEY CONTROL
 OC1156  ___________________________________________________________________
 OC1156* NAD 83(1986)-  43 37 52.     (N)    070 18 43.     (W)     SCALED    
 OC1156* NAVD 88     -        17.219  (meters)      56.49   (feet)  ADJUSTED  
 OC1156  ___________________________________________________________________
 OC1156  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 OC1156  DYNAMIC HT  -          17.217 (meters)      56.49  (feet)  COMP
 OC1156  MODELED GRAV-     980,498.6   (mgal)                       NAVD 88
 OC1156
 OC1156  VERT ORDER  -  SECOND    CLASS I
 OC1156
 OC1156.The horizontal coordinates were scaled from a topographic map and have
 OC1156.an estimated accuracy of +/- 6 seconds.
 OC1156
 OC1156.The orthometric height was determined by differential leveling
 OC1156.and adjusted by the National Geodetic Survey in June 1991..
 OC1156
 OC1156.The geoid height was determined by GEOID03.
 OC1156
 OC1156.The dynamic height is computed by dividing the NAVD 88
 OC1156.geopotential number by the normal gravity value computed on the
 OC1156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1156.degrees latitude (g = 980.6199 gals.).
 OC1156
 OC1156.The modeled gravity was interpolated from observed gravity values.
 OC1156
 OC1156;                    North         East    Units  Estimated Accuracy
 OC1156;SPC ME W     -    88,640.      888,280.      MT  (+/- 180 meters Scaled)
 OC1156
 OC1156                          SUPERSEDED SURVEY CONTROL
 OC1156
 OC1156  NGVD 29 (??/??/92)   17.436  (m)           57.20   (f) ADJ UNCH    2 1
 OC1156
 OC1156.Superseded values are not recommended for survey control.
 OC1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1156.See file dsdata.txt to determine how the superseded data were derived.
 OC1156
 OC1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ941317(NAD 83)
 OC1156_MARKER: DD = SURVEY DISK
 OC1156_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC1156_SP_SET: BRIDGE
 OC1156_STAMPING: A-174 8-12-74
 OC1156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC1156
 OC1156  HISTORY     - Date     Condition        Report By
 OC1156  HISTORY     - 1974     MONUMENTED       MEDT
 OC1156  HISTORY     - 19910226 GOOD             USPSQD
 OC1156  HISTORY     - 19910515 GOOD             USPSQD
 OC1156
 OC1156                          STATION DESCRIPTION
 OC1156
 OC1156'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 OC1156'IN SOUTH PORTLAND.
 OC1156'ABOUT 1.60 MILES SOUTHWESTERLY ALONG I-295 SOUTHBOUND FROM THE NORTH
 OC1156'ABUTMENT OF THE I-295 BRIDGE OVER FORE RIVER AT THE BRIDGE OVER
 OC1156'WESTERN AVENUE AND STATE ROUTE 9 IN SOUTH PORTLAND, 37 FEET NORTH OF
 OC1156'THE CENTERLINE AND 1 FOOT ABOVE THE SURFACE OF I-295 SOUTHBOUND, A
 OC1156'DISK SET FLUSH IN THE NORTH PARAPET OF THE NORTHEAST BRIDGE ABUTMENT.
 OC1156
 OC1156                          STATION RECOVERY (1991)
 OC1156
 OC1156'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OC1156'RECOVERED IN GOOD CONDITION.
 OC1156
 OC1156                          STATION RECOVERY (1991)
 OC1156
 OC1156'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OC1156'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1547 ***********************************************************************
 PE1547  DESIGNATION -  A 175
 PE1547  PID         -  PE1547
 PE1547  STATE/COUNTY-  ME/PENOBSCOT
 PE1547  USGS QUAD   -  BANGOR (1991)
 PE1547
 PE1547                         *CURRENT SURVEY CONTROL
 PE1547  ___________________________________________________________________
 PE1547* NAD 83(1986)-  44 48 32.     (N)    068 47 32.     (W)     SCALED    
 PE1547* NAVD 88     -        47.163  (meters)     154.73   (feet)  ADJUSTED  
 PE1547  ___________________________________________________________________
 PE1547  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 PE1547  DYNAMIC HT  -          47.161 (meters)     154.73  (feet)  COMP
 PE1547  MODELED GRAV-     980,582.9   (mgal)                       NAVD 88
 PE1547
 PE1547  VERT ORDER  -  FIRST     CLASS II
 PE1547
 PE1547.The horizontal coordinates were scaled from a topographic map and have
 PE1547.an estimated accuracy of +/- 6 seconds.
 PE1547
 PE1547.The orthometric height was determined by differential leveling
 PE1547.and adjusted by the National Geodetic Survey in June 1991..
 PE1547
 PE1547.The geoid height was determined by GEOID03.
 PE1547
 PE1547.The dynamic height is computed by dividing the NAVD 88
 PE1547.geopotential number by the normal gravity value computed on the
 PE1547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1547.degrees latitude (g = 980.6199 gals.).
 PE1547
 PE1547.The modeled gravity was interpolated from observed gravity values.
 PE1547
 PE1547;                    North         East    Units  Estimated Accuracy
 PE1547;SPC ME E     -   126,950.      276,890.      MT  (+/- 180 meters Scaled)
 PE1547
 PE1547                          SUPERSEDED SURVEY CONTROL
 PE1547
 PE1547.No superseded survey control is available for this station.
 PE1547
 PE1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK164617(NAD 83)
 PE1547_MARKER: DV = VERTICAL CONTROL DISK
 PE1547_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PE1547_SP_SET: OVERPASS ABUTMENT
 PE1547_STAMPING: A 175 1978
 PE1547_MARK LOGO: NGS   
 PE1547_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE1547_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE1547_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PE1547+SATELLITE: SATELLITE OBSERVATIONS - March 03, 1995
 PE1547
 PE1547  HISTORY     - Date     Condition        Report By
 PE1547  HISTORY     - 1978     MONUMENTED       NGS
 PE1547  HISTORY     - 19910518 GOOD             USPSQD
 PE1547  HISTORY     - 19950303 GOOD             NGS
 PE1547  HISTORY     - 20050510 GOOD             USPSQD
 PE1547
 PE1547                          STATION DESCRIPTION
 PE1547
 PE1547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PE1547'1.0 MI NW FROM BANGOR.
 PE1547'1.0 MILE NORTHWEST ALONG UNION STREET FROM THE CROSSING OF
 PE1547'U.S. HIGHWAY 2, 32.2 FT. SOUTHWEST OF THE CENTER LINE OF UNION STREET,
 PE1547'74 FT. SOUTHEAST OF THE CENTER LINE OF SUNSET AVENUE, IN THE TOP
 PE1547'OF THE SOUTHWEST CORNER OF THE NORTHWEST ABUTMENT OF A BRIDGE OVER
 PE1547'INTERSTATE HIGHWAY 95, 1.1 FT. SOUTHWEST OF THE NORTHWEST END OF THE
 PE1547'SOUTHWEST BRIDGE GUARD RAIL.
 PE1547
 PE1547                          STATION RECOVERY (1991)
 PE1547
 PE1547'RECOVERY NOTE BY US POWER SQUADRON 1991 (ELG)
 PE1547'RECOVERED IN GOOD CONDITION.
 PE1547
 PE1547                          STATION RECOVERY (1995)
 PE1547
 PE1547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PE1547'IN BANGOR, AT THE INTERSECTION OF STATE HIGHWAY 222 (UNION STREET) AND
 PE1547'INTERSTATE HIGHWAY 95, IN TOP OF AND 2.0 M (6.6 FT) NORTHEAST OF THE
 PE1547'SOUTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT OF THE STATE HIGHWAY
 PE1547'OVERPASS OF THE INTERSTATE HIGHWAY, 23.6 M (77.4 FT) NORTHWEST OF THE
 PE1547'CENTERLINE OF THE SOUTHBOUND LANES OF THE INTERSTATE HIGHWAY, 9.4 M
 PE1547'(30.8 FT) SOUTHWEST OF THE CENTERLINE OF THE STATE HIGHWAY, AND 0.3 M
 PE1547'(1.0 FT) ABOVE THE LEVEL OF THE STATE HIGHWAY.
 PE1547
 PE1547                          STATION RECOVERY (2005)
 PE1547
 PE1547'RECOVERY NOTE BY US POWER SQUADRON 2005 (BRE)
 PE1547'UNION STREET NOW STATE RT. 222
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1157 ***********************************************************************
 OC1157  DESIGNATION -  A 175 MEDT
 OC1157  PID         -  OC1157
 OC1157  STATE/COUNTY-  ME/CUMBERLAND
 OC1157  USGS QUAD   -  PORTLAND WEST (1978)
 OC1157
 OC1157                         *CURRENT SURVEY CONTROL
 OC1157  ___________________________________________________________________
 OC1157* NAD 83(1986)-  43 37 32.     (N)    070 19 31.     (W)     SCALED    
 OC1157* NAVD 88     -        22.832  (meters)      74.91   (feet)  ADJUSTED  
 OC1157  ___________________________________________________________________
 OC1157  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 OC1157  DYNAMIC HT  -          22.829 (meters)      74.90  (feet)  COMP
 OC1157  MODELED GRAV-     980,498.1   (mgal)                       NAVD 88
 OC1157
 OC1157  VERT ORDER  -  SECOND    CLASS I
 OC1157
 OC1157.The horizontal coordinates were scaled from a topographic map and have
 OC1157.an estimated accuracy of +/- 6 seconds.
 OC1157
 OC1157.The orthometric height was determined by differential leveling
 OC1157.and adjusted by the National Geodetic Survey in June 1991..
 OC1157
 OC1157.The geoid height was determined by GEOID03.
 OC1157
 OC1157.The dynamic height is computed by dividing the NAVD 88
 OC1157.geopotential number by the normal gravity value computed on the
 OC1157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1157.degrees latitude (g = 980.6199 gals.).
 OC1157
 OC1157.The modeled gravity was interpolated from observed gravity values.
 OC1157
 OC1157;                    North         East    Units  Estimated Accuracy
 OC1157;SPC ME W     -    88,020.      887,200.      MT  (+/- 180 meters Scaled)
 OC1157
 OC1157                          SUPERSEDED SURVEY CONTROL
 OC1157
 OC1157  NGVD 29 (??/??/92)   23.049  (m)           75.62   (f) ADJ UNCH    2 1
 OC1157
 OC1157.Superseded values are not recommended for survey control.
 OC1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1157.See file dsdata.txt to determine how the superseded data were derived.
 OC1157
 OC1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ930311(NAD 83)
 OC1157_MARKER: DD = SURVEY DISK
 OC1157_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC1157_SP_SET: ABUTMENT
 OC1157_STAMPING: A-175 8-12-74
 OC1157_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC1157
 OC1157  HISTORY     - Date     Condition        Report By
 OC1157  HISTORY     - 1974     MONUMENTED       MEDT
 OC1157  HISTORY     - 19910226 GOOD             USPSQD
 OC1157  HISTORY     - 19910515 GOOD             USPSQD
 OC1157
 OC1157                          STATION DESCRIPTION
 OC1157
 OC1157'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 OC1157'IN SOUTH PORTLAND.
 OC1157'ABOUT 2.5 MILE SOUTHWESTERLY ALONG I-295 SOUTHBOUND FROM THE NORTH
 OC1157'ABUTMENT OF THE I-295 FORE RIVER BRIDGE AND 0.75 MILE NORTHEAST OF
 OC1157'MAINE TURNPIKE TOLL GATE NO. 6A IN SOUTH PORTLAND, AT THE BRIDGE OVER
 OC1157'THE HIGHWAY LEADING SOUTHEASTERLY FROM EXIT 7, MAINE TURNPIKE, 26 FEET
 OC1157'NORTHERLY FROM THE CENTERLINE AND ABOUT 1 FOOT ABOVE THE SURFACE OF
 OC1157'I-295 SOUTHBOUND.  A DISK SET FLUSH IN THE CENTER OF THE PARAPET AT
 OC1157'THE NORTHERLY END OF THE NORTHEAST ABUTMENT.
 OC1157
 OC1157                          STATION RECOVERY (1991)
 OC1157
 OC1157'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OC1157'RECOVERED IN GOOD CONDITION.
 OC1157
 OC1157                          STATION RECOVERY (1991)
 OC1157
 OC1157'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OC1157'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1099 ***********************************************************************
 QG1099  DESIGNATION -  A 176
 QG1099  PID         -  QG1099
 QG1099  STATE/COUNTY-  ME/PENOBSCOT
 QG1099  USGS QUAD   -  BRADFORD (1983)
 QG1099
 QG1099                         *CURRENT SURVEY CONTROL
 QG1099  ___________________________________________________________________
 QG1099* NAD 83(1986)-  45 04 02.     (N)    068 56 10.     (W)     SCALED    
 QG1099* NAVD 88     -        71.187  (meters)     233.55   (feet)  ADJUSTED  
 QG1099  ___________________________________________________________________
 QG1099  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 QG1099  DYNAMIC HT  -          71.186 (meters)     233.55  (feet)  COMP
 QG1099  MODELED GRAV-     980,601.2   (mgal)                       NAVD 88
 QG1099
 QG1099  VERT ORDER  -  FIRST     CLASS II
 QG1099
 QG1099.The horizontal coordinates were scaled from a topographic map and have
 QG1099.an estimated accuracy of +/- 6 seconds.
 QG1099
 QG1099.The orthometric height was determined by differential leveling
 QG1099.and adjusted by the National Geodetic Survey in June 1991..
 QG1099
 QG1099.The geoid height was determined by GEOID03.
 QG1099
 QG1099.The dynamic height is computed by dividing the NAVD 88
 QG1099.geopotential number by the normal gravity value computed on the
 QG1099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1099.degrees latitude (g = 980.6199 gals.).
 QG1099
 QG1099.The modeled gravity was interpolated from observed gravity values.
 QG1099
 QG1099;                    North         East    Units  Estimated Accuracy
 QG1099;SPC ME E     -   155,710.      265,660.      MT  (+/- 180 meters Scaled)
 QG1099
 QG1099                          SUPERSEDED SURVEY CONTROL
 QG1099
 QG1099.No superseded survey control is available for this station.
 QG1099
 QG1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK050904(NAD 83)
 QG1099_MARKER: DB = BENCH MARK DISK
 QG1099_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QG1099_SP_SET: GRANITE FOUNDATION
 QG1099_STAMPING: A 176 1978
 QG1099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG1099
 QG1099  HISTORY     - Date     Condition        Report By
 QG1099  HISTORY     - 1978     MONUMENTED       NGS
 QG1099
 QG1099                          STATION DESCRIPTION
 QG1099
 QG1099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1099'5.8 MI NORTH FROM HUDSON.
 QG1099'5.8 MILES NORTH ALONG STATE HIGHWAY 221 FROM ITS JUNCTION WITH STATE
 QG1099'HIGHWAY 43 AT HUDSON, 58 FT. EAST OF THE CENTER LINE OF THE HIGHWAY,
 QG1099'32 FT. NORTH OF THE CENTER LINE OF WEST ROAD, SET VERTICALLY IN THE
 QG1099'SOUTH WALL OF THE J. B. CURTIS FREE PUBLIC LIBRARY, 5.75 FT. EAST
 QG1099'OF THE SOUTHWEST CORNER OF THE LIBRARY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1166 ***********************************************************************
 OC1166  DESIGNATION -  A 176 MEDT
 OC1166  PID         -  OC1166
 OC1166  STATE/COUNTY-  ME/CUMBERLAND
 OC1166  USGS QUAD   -  PORTLAND WEST (1978)
 OC1166
 OC1166                         *CURRENT SURVEY CONTROL
 OC1166  ___________________________________________________________________
 OC1166* NAD 83(1986)-  43 37 34.     (N)    070 20 48.     (W)     SCALED    
 OC1166* NAVD 88     -        23.633  (meters)      77.54   (feet)  ADJUSTED  
 OC1166  ___________________________________________________________________
 OC1166  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 OC1166  DYNAMIC HT  -          23.630 (meters)      77.53  (feet)  COMP
 OC1166  MODELED GRAV-     980,496.7   (mgal)                       NAVD 88
 OC1166
 OC1166  VERT ORDER  -  SECOND    CLASS I
 OC1166
 OC1166.The horizontal coordinates were scaled from a topographic map and have
 OC1166.an estimated accuracy of +/- 6 seconds.
 OC1166
 OC1166.The orthometric height was determined by differential leveling
 OC1166.and adjusted by the National Geodetic Survey in June 1991..
 OC1166
 OC1166.The geoid height was determined by GEOID03.
 OC1166
 OC1166.The dynamic height is computed by dividing the NAVD 88
 OC1166.geopotential number by the normal gravity value computed on the
 OC1166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1166.degrees latitude (g = 980.6199 gals.).
 OC1166
 OC1166.The modeled gravity was interpolated from observed gravity values.
 OC1166
 OC1166;                    North         East    Units  Estimated Accuracy
 OC1166;SPC ME W     -    88,090.      885,470.      MT  (+/- 180 meters Scaled)
 OC1166
 OC1166                          SUPERSEDED SURVEY CONTROL
 OC1166
 OC1166  NGVD 29 (??/??/92)   23.850  (m)           78.25   (f) ADJ UNCH    2 1
 OC1166
 OC1166.Superseded values are not recommended for survey control.
 OC1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1166.See file dsdata.txt to determine how the superseded data were derived.
 OC1166
 OC1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ913312(NAD 83)
 OC1166_MARKER: DD = SURVEY DISK
 OC1166_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC1166_SP_SET: BRIDGE
 OC1166_STAMPING: A-176 8-12-74
 OC1166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC1166
 OC1166  HISTORY     - Date     Condition        Report By
 OC1166  HISTORY     - 1974     MONUMENTED       MEDT
 OC1166  HISTORY     - 19910517 GOOD             USPSQD
 OC1166
 OC1166                          STATION DESCRIPTION
 OC1166
 OC1166'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 OC1166'IN SCARBOROUGH.
 OC1166'ABOUT 3.2 MILE SOUTHWESTERLY ALONG I-295 SOUTHBOUND FROM THE NORTH
 OC1166'ABUTMENT OF THE FORE RIVER BRIDGE TO THE TOLL GATE AT INTERCHANGE NO.
 OC1166'6A OF THE MAINE TURNPIKE, THENCE ABOUT 0.20 MILE WESTERLY ALONG THE
 OC1166'SOUTHBOUND LANE TO THE BRIDGE OVER PAYNE ROAD IN SCARBOROUGH.  A DISK
 OC1166'SET FLUSH IN CENTER OF THE NORTHEAST PARAPET OF THE BRIDGE, 27 FEET
 OC1166'NORTH OF THE CENTERLINE AND ABOUT 1 FOOT ABOVE THE SURFACE OF THE
 OC1166'MAINE TURNPIKE ENTRANCE RAMP SOUTHBOUND.
 OC1166
 OC1166                          STATION RECOVERY (1991)
 OC1166
 OC1166'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OC1166'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1167 ***********************************************************************
 OC1167  DESIGNATION -  A 177 MEDT
 OC1167  PID         -  OC1167
 OC1167  STATE/COUNTY-  ME/CUMBERLAND
 OC1167  USGS QUAD   -  PROUTS NECK (1978)
 OC1167
 OC1167                         *CURRENT SURVEY CONTROL
 OC1167  ___________________________________________________________________
 OC1167* NAD 83(1986)-  43 36 56.     (N)    070 21 40.     (W)     SCALED    
 OC1167* NAVD 88     -         7.561  (meters)      24.81   (feet)  ADJUSTED  
 OC1167  ___________________________________________________________________
 OC1167  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 OC1167  DYNAMIC HT  -           7.560 (meters)      24.80  (feet)  COMP
 OC1167  MODELED GRAV-     980,496.4   (mgal)                       NAVD 88
 OC1167
 OC1167  VERT ORDER  -  SECOND    CLASS I
 OC1167
 OC1167.The horizontal coordinates were scaled from a topographic map and have
 OC1167.an estimated accuracy of +/- 6 seconds.
 OC1167
 OC1167.The orthometric height was determined by differential leveling
 OC1167.and adjusted by the National Geodetic Survey in June 1991..
 OC1167
 OC1167.The geoid height was determined by GEOID03.
 OC1167
 OC1167.The dynamic height is computed by dividing the NAVD 88
 OC1167.geopotential number by the normal gravity value computed on the
 OC1167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1167.degrees latitude (g = 980.6199 gals.).
 OC1167
 OC1167.The modeled gravity was interpolated from observed gravity values.
 OC1167
 OC1167;                    North         East    Units  Estimated Accuracy
 OC1167;SPC ME W     -    86,920.      884,310.      MT  (+/- 180 meters Scaled)
 OC1167
 OC1167                          SUPERSEDED SURVEY CONTROL
 OC1167
 OC1167  NGVD 29 (??/??/92)    7.779  (m)           25.52   (f) ADJ UNCH    2 1
 OC1167
 OC1167.Superseded values are not recommended for survey control.
 OC1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1167.See file dsdata.txt to determine how the superseded data were derived.
 OC1167
 OC1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ901300(NAD 83)
 OC1167_MARKER: DD = SURVEY DISK
 OC1167_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OC1167_SP_SET: CULVERT
 OC1167_STAMPING: A-177 8-12-74
 OC1167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC1167
 OC1167  HISTORY     - Date     Condition        Report By
 OC1167  HISTORY     - 1974     MONUMENTED       MEDT
 OC1167
 OC1167                          STATION DESCRIPTION
 OC1167
 OC1167'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 OC1167'1.35 MI SW FROM SCARBOROUGH.
 OC1167'ABOUT 1.35 MILES SOUTHWESTERLY ALONG THE MAINE TURNPIKE SOUTHBOUND
 OC1167'FROM TOLL GATE NO. 6A, AT THE CULVERT CARRYING THE NONESUCH RIVER
 OC1167'UNDER THE MAINE TURNPIKE IN SCARBOROUGH.  A DISK SET FLUSH IN THE
 OC1167'NORTHEAST END OF THE UPSTREAM HEADWALL, 62 FEET NORTHWESTERLY OF THE
 OC1167'CENTERLINE AND ABOUT 5 1/2 FEET BELOW THE SURFACE OF THE MAINE
 OC1167'TURNPIKE SOUTHBOUND.  ALSO, 0.6 FOOT SOUTHWEST OF THE TOP END OF THE
 OC1167'NORTHEAST WINGWALL AND 0.7 FOOT SOUTH OF THE UPSTREAM FACE OF
 OC1167'HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1478 ***********************************************************************
 QG1478  DESIGNATION -  A 177 RESET
 QG1478  PID         -  QG1478
 QG1478  STATE/COUNTY-  ME/PISCATAQUIS
 QG1478  USGS QUAD   -  SOUTH SEBEC (1983)
 QG1478
 QG1478                         *CURRENT SURVEY CONTROL
 QG1478  ___________________________________________________________________
 QG1478* NAD 83(1986)-  45 14 36.     (N)    069 01 11.     (W)     SCALED    
 QG1478* NAVD 88     -       150.63   (meters)     494.2    (feet)  RESET     
 QG1478  ___________________________________________________________________
 QG1478  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 QG1478
 QG1478  VERT ORDER  -  THIRD
 QG1478
 QG1478.The horizontal coordinates were scaled from a topographic map and have
 QG1478.an estimated accuracy of +/- 6 seconds.
 QG1478
 QG1478.The orthometric height was computed from unverified reset data.
 QG1478.No vertical observational check was made to the station.
 QG1478
 QG1478.The geoid height was determined by GEOID03.
 QG1478
 QG1478;                    North         East    Units  Estimated Accuracy
 QG1478;SPC ME E     -   175,320.      259,200.      MT  (+/- 180 meters Scaled)
 QG1478
 QG1478                          SUPERSEDED SURVEY CONTROL
 QG1478
 QG1478.No superseded survey control is available for this station.
 QG1478
 QG1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL984099(NAD 83)
 QG1478_MARKER: DV = VERTICAL CONTROL DISK
 QG1478_SETTING: 66 = SET IN ROCK OUTCROP
 QG1478_SP_SET: ROCK LEDGE
 QG1478_STAMPING: A 177 RESET 1990
 QG1478_MARK LOGO: NGS   
 QG1478_MAGNETIC: N = NO MAGNETIC MATERIAL
 QG1478_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG1478+STABILITY: POSITION/ELEVATION WELL
 QG1478
 QG1478  HISTORY     - Date     Condition        Report By
 QG1478  HISTORY     - 1990     MONUMENTED       MEDT
 QG1478
 QG1478                          STATION DESCRIPTION
 QG1478
 QG1478'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1990
 QG1478'1.75 MILES (2.82 KM) WESTERLY ALONG STATE ROUTE 16 FROM THE JUNCTION
 QG1478'OF STATE ROUTES 16 AND 11 AT ELM STREET IN MILO, IN EXPOSED LEDGE
 QG1478'ALONG THE NORTHERLY SIDE OF ROUTE 16, 13.5 FEET (4.1 M) NORTH OF A
 QG1478'FIBERGLASS WITNESS POST, 10.7 FEET (3.3 M) SOUTHWEST OF A 10 INCH
 QG1478'PINE TREE, 52.1 FEET (15.9 M) NORTH OF THE CENTERLINE OF ROUTES 6 AND
 QG1478'16, 26.4 FEET (8.0 M) EAST OF AN 8 INCH OAK TREE, AND 59.4 WEST OF A
 QG1478'14 INCH SPRUCE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1171 ***********************************************************************
 OC1171  DESIGNATION -  A 178
 OC1171  PID         -  OC1171
 OC1171  STATE/COUNTY-  ME/CUMBERLAND
 OC1171  USGS QUAD   -  OLD ORCHARD BEACH (1975)
 OC1171
 OC1171                         *CURRENT SURVEY CONTROL
 OC1171  ___________________________________________________________________
 OC1171* NAD 83(1986)-  43 35 17.     (N)    070 23 22.     (W)     SCALED    
 OC1171* NAVD 88     -        12.460  (meters)      40.88   (feet)  ADJUSTED  
 OC1171  ___________________________________________________________________
 OC1171  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 OC1171  DYNAMIC HT  -          12.458 (meters)      40.87  (feet)  COMP
 OC1171  MODELED GRAV-     980,495.6   (mgal)                       NAVD 88
 OC1171
 OC1171  VERT ORDER  -  SECOND    CLASS I
 OC1171
 OC1171.The horizontal coordinates were scaled from a topographic map and have
 OC1171.an estimated accuracy of +/- 6 seconds.
 OC1171
 OC1171.The orthometric height was determined by differential leveling
 OC1171.and adjusted by the National Geodetic Survey in June 1991..
 OC1171
 OC1171.The geoid height was determined by GEOID03.
 OC1171
 OC1171.The dynamic height is computed by dividing the NAVD 88
 OC1171.geopotential number by the normal gravity value computed on the
 OC1171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1171.degrees latitude (g = 980.6199 gals.).
 OC1171
 OC1171.The modeled gravity was interpolated from observed gravity values.
 OC1171
 OC1171;                    North         East    Units  Estimated Accuracy
 OC1171;SPC ME W     -    83,870.      882,010.      MT  (+/- 180 meters Scaled)
 OC1171
 OC1171                          SUPERSEDED SURVEY CONTROL
 OC1171
 OC1171  NGVD 29 (??/??/92)   12.68   (m)           41.6    (f) COMPUTED    2 1
 OC1171
 OC1171.Superseded values are not recommended for survey control.
 OC1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1171.See file dsdata.txt to determine how the superseded data were derived.
 OC1171
 OC1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ878270(NAD 83)
 OC1171_MARKER: DD = SURVEY DISK
 OC1171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC1171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OC1171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC1171+STABILITY: SURFACE MOTION
 OC1171
 OC1171  HISTORY     - Date     Condition        Report By
 OC1171  HISTORY     - UNK      MONUMENTED       MEDT
 OC1171  HISTORY     - 1974     GOOD             MEDT
 OC1171
 OC1171                          STATION DESCRIPTION
 OC1171
 OC1171'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 OC1171'3.75 MI SW FROM SCARBOROUGH.
 OC1171'ABOUT 3.75 MILES SOUTHWESTERLY ALONG THE MAINE TURNPIKE SOUTHBOUND
 OC1171'FROM TOLL GATE NO. 6A IN SCARBOROUGH (0.3 MILE SOUTHWEST OF THE BEECH
 OC1171'RIDGE ROAD OVERPASS), 43 FEET SOUTH OF A GRAVEL PIT HAUL ROAD, 57 FEET
 OC1171'SOUTHEAST OF A POWERLINE, 2 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE
 OC1171'AND 0.95 FEET SOUTHEAST OF A METAL WITNESS POST, A DISK SET FLUSH IN
 OC1171'THE TOP OF A CYLINDRICAL CONCRETE POST 123 FEET NORTHWEST OF THE
 OC1171'CENTERLINE AND 9 FEET ABOVE THE SURFACE OF THE MAINE TURNPIKE
 OC1171'SOUTHBOUND AND PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0995 ***********************************************************************
 QG0995  DESIGNATION -  A 178
 QG0995  PID         -  QG0995
 QG0995  STATE/COUNTY-  ME/PISCATAQUIS
 QG0995  USGS QUAD   -  SANGERVILLE (1984)
 QG0995
 QG0995                         *CURRENT SURVEY CONTROL
 QG0995  ___________________________________________________________________
 QG0995* NAD 83(1986)-  45 10 24.     (N)    069 21 06.     (W)     SCALED    
 QG0995* NAVD 88     -       116.560  (meters)     382.41   (feet)  ADJUSTED  
 QG0995  ___________________________________________________________________
 QG0995  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 QG0995  DYNAMIC HT  -         116.557 (meters)     382.40  (feet)  COMP
 QG0995  MODELED GRAV-     980,586.7   (mgal)                       NAVD 88
 QG0995  OBS GRAVITY -     980,588.9   (mgal)                       GRAV_OBS
 QG0995
 QG0995  VERT ORDER  -  FIRST     CLASS II
 QG0995
 QG0995.The horizontal coordinates were scaled from a topographic map and have
 QG0995.an estimated accuracy of +/- 6 seconds.
 QG0995
 QG0995.The orthometric height was determined by differential leveling
 QG0995.and adjusted by the National Geodetic Survey in June 1991..
 QG0995
 QG0995.The geoid height was determined by GEOID03.
 QG0995
 QG0995.The dynamic height is computed by dividing the NAVD 88
 QG0995.geopotential number by the normal gravity value computed on the
 QG0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0995.degrees latitude (g = 980.6199 gals.).
 QG0995
 QG0995.The modeled gravity was interpolated from observed gravity values.
 QG0995.The observed gravity was obtained from relative gravimeter ties
 QG0995.to the IGSN71 gravity network.
 QG0995
 QG0995;                    North         East    Units  Estimated Accuracy
 QG0995;SPC ME E     -   167,760.      233,060.      MT  (+/- 180 meters Scaled)
 QG0995
 QG0995                          SUPERSEDED SURVEY CONTROL
 QG0995
 QG0995.No superseded survey control is available for this station.
 QG0995
 QG0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL723022(NAD 83)
 QG0995_MARKER: DB = BENCH MARK DISK
 QG0995_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QG0995_SP_SET: CONCRETE WINGWALL
 QG0995_STAMPING: A 178 1978
 QG0995_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG0995
 QG0995  HISTORY     - Date     Condition        Report By
 QG0995  HISTORY     - 1978     MONUMENTED       NGS
 QG0995  HISTORY     - 1982     GOOD             NGS
 QG0995
 QG0995                          STATION DESCRIPTION
 QG0995
 QG0995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG0995'1.8 MI EAST FROM GUILFORD.
 QG0995'1.8 MILES EAST ALONG STATE HIGHWAY 6 FROM THE GUILFORD MEMORIAL
 QG0995'BRIDGE OVER THE PISCATAQUIS RIVER, 22.1 FT. NORTH OF THE CENTER
 QG0995'LINE OF THE HIGHWAY, 110 FT. NORTHWEST OF POWER POLE 211 69 WITH ONE
 QG0995'TRANSFORMER, SET IN TOP OF THE SOUTHWEST END OF THE NORTHEAST WINGWALL
 QG0995'OF A LARGE CONCRETE CULVERT OVER MAXFIELD BROOK AND BEDROCK.
 QG0995
 QG0995                          STATION RECOVERY (1982)
 QG0995
 QG0995'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QG0995'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1024 ***********************************************************************
 QG1024  DESIGNATION -  A 179
 QG1024  PID         -  QG1024
 QG1024  STATE/COUNTY-  ME/PISCATAQUIS
 QG1024  USGS QUAD   -  MONSON WEST (1989)
 QG1024
 QG1024                         *CURRENT SURVEY CONTROL
 QG1024  ___________________________________________________________________
 QG1024* NAD 83(1986)-  45 20 04.     (N)    069 33 27.     (W)     SCALED    
 QG1024* NAVD 88     -       355.518  (meters)    1166.40   (feet)  ADJUSTED  
 QG1024  ___________________________________________________________________
 QG1024  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 QG1024  DYNAMIC HT  -         355.498 (meters)    1166.33  (feet)  COMP
 QG1024  MODELED GRAV-     980,548.9   (mgal)                       NAVD 88
 QG1024
 QG1024  VERT ORDER  -  FIRST     CLASS II
 QG1024
 QG1024.The horizontal coordinates were scaled from a topographic map and have
 QG1024.an estimated accuracy of +/- 6 seconds.
 QG1024
 QG1024.The orthometric height was determined by differential leveling
 QG1024.and adjusted by the National Geodetic Survey in June 1991..
 QG1024
 QG1024.The geoid height was determined by GEOID03.
 QG1024
 QG1024.The dynamic height is computed by dividing the NAVD 88
 QG1024.geopotential number by the normal gravity value computed on the
 QG1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1024.degrees latitude (g = 980.6199 gals.).
 QG1024
 QG1024.The modeled gravity was interpolated from observed gravity values.
 QG1024
 QG1024;                    North         East    Units  Estimated Accuracy
 QG1024;SPC ME E     -   185,850.      217,110.      MT  (+/- 180 meters Scaled)
 QG1024
 QG1024                          SUPERSEDED SURVEY CONTROL
 QG1024
 QG1024.No superseded survey control is available for this station.
 QG1024
 QG1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL563202(NAD 83)
 QG1024_MARKER: DB = BENCH MARK DISK
 QG1024_SETTING: 66 = SET IN ROCK OUTCROP
 QG1024_SP_SET: ROCK OUTCROP
 QG1024_STAMPING: A 179 1978
 QG1024_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG1024+STABILITY: POSITION/ELEVATION WELL
 QG1024
 QG1024  HISTORY     - Date     Condition        Report By
 QG1024  HISTORY     - 1978     MONUMENTED       NGS
 QG1024
 QG1024                          STATION DESCRIPTION
 QG1024
 QG1024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1024'4.9 MI NORTH FROM MONSON.
 QG1024'4.9 MILES NORTH ALONG STATE HIGHWAY 6 FROM THE POST OFFICE AT
 QG1024'MONSON, 31.7 FT. NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 153.0
 QG1024'FT. NORTHWEST OF A METAL CULVERT UNDER THE HIGHWAY, 77.2 FT. EAST
 QG1024'OF TELEPHONE POLE 846 WITH ONE GUY WIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1172 ***********************************************************************
 OC1172  DESIGNATION -  A 179 MEDT
 OC1172  PID         -  OC1172
 OC1172  STATE/COUNTY-  ME/CUMBERLAND
 OC1172  USGS QUAD   -  OLD ORCHARD BEACH (1975)
 OC1172
 OC1172                         *CURRENT SURVEY CONTROL
 OC1172  ___________________________________________________________________
 OC1172* NAD 83(1986)-  43 34 30.     (N)    070 24 10.     (W)     SCALED    
 OC1172* NAVD 88     -        28.778  (meters)      94.42   (feet)  ADJUSTED  
 OC1172  ___________________________________________________________________
 OC1172  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 OC1172  DYNAMIC HT  -          28.774 (meters)      94.40  (feet)  COMP
 OC1172  MODELED GRAV-     980,494.8   (mgal)                       NAVD 88
 OC1172
 OC1172  VERT ORDER  -  SECOND    CLASS I
 OC1172
 OC1172.The horizontal coordinates were scaled from a topographic map and have
 OC1172.an estimated accuracy of +/- 6 seconds.
 OC1172
 OC1172.The orthometric height was determined by differential leveling
 OC1172.and adjusted by the National Geodetic Survey in June 1991..
 OC1172
 OC1172.The geoid height was determined by GEOID03.
 OC1172
 OC1172.The dynamic height is computed by dividing the NAVD 88
 OC1172.geopotential number by the normal gravity value computed on the
 OC1172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1172.degrees latitude (g = 980.6199 gals.).
 OC1172
 OC1172.The modeled gravity was interpolated from observed gravity values.
 OC1172
 OC1172;                    North         East    Units  Estimated Accuracy
 OC1172;SPC ME W     -    82,420.      880,930.      MT  (+/- 180 meters Scaled)
 OC1172
 OC1172                          SUPERSEDED SURVEY CONTROL
 OC1172
 OC1172  NGVD 29 (??/??/92)   28.996  (m)           95.13   (f) ADJ UNCH    2 1
 OC1172
 OC1172.Superseded values are not recommended for survey control.
 OC1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1172.See file dsdata.txt to determine how the superseded data were derived.
 OC1172
 OC1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ867256(NAD 83)
 OC1172_MARKER: DD = SURVEY DISK
 OC1172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC1172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OC1172_STAMPING: A-179 8-13-74
 OC1172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC1172+STABILITY: SURFACE MOTION
 OC1172
 OC1172  HISTORY     - Date     Condition        Report By
 OC1172  HISTORY     - 1974     MONUMENTED       MEDT
 OC1172
 OC1172                          STATION DESCRIPTION
 OC1172
 OC1172'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 OC1172'4.8 MI SW FROM SCARBOROUGH.
 OC1172'ABOUT 4.8 MILES SOUTHWESTERLY ALONG THE MAINE TURNPIKE SOUTHBOUND FROM
 OC1172'TOLL GATE NO. 6A IN SCARBOROUGH, (0.15 MILE NORTH OF THE BROAD TURN
 OC1172'ROAD OVERPASS) AT MILE POST 38, 118 FEET NORTHWEST OF THE CENTERLINE
 OC1172'AND 1 FOOT ABOVE THE SURFACE OF THE MAINE TURNPIKE SOUTHBOUND. A DISK
 OC1172'SET FLUSH IN THE TOP OF A CYLINDRICAL CONCRETE POST 7 FEET SOUTHEAST
 OC1172'OF THE RIGHT-OF-WAY FENCE, 1.9 FEET SOUTHEAST OF A METAL WITNESS POST,
 OC1172'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1054 ***********************************************************************
 QG1054  DESIGNATION -  A 180
 QG1054  PID         -  QG1054
 QG1054  STATE/COUNTY-  ME/PISCATAQUIS
 QG1054  USGS QUAD   -  BIG SQUAW POND (1989)
 QG1054
 QG1054                         *CURRENT SURVEY CONTROL
 QG1054  ___________________________________________________________________
 QG1054* NAD 83(1986)-  45 29 59.     (N)    069 40 20.     (W)     SCALED    
 QG1054* NAVD 88     -       344.146  (meters)    1129.09   (feet)  ADJUSTED  
 QG1054  ___________________________________________________________________
 QG1054  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 QG1054  DYNAMIC HT  -         344.135 (meters)    1129.05  (feet)  COMP
 QG1054  MODELED GRAV-     980,575.9   (mgal)                       NAVD 88
 QG1054
 QG1054  VERT ORDER  -  FIRST     CLASS II
 QG1054
 QG1054.The horizontal coordinates were scaled from a topographic map and have
 QG1054.an estimated accuracy of +/- 6 seconds.
 QG1054
 QG1054.The orthometric height was determined by differential leveling
 QG1054.and adjusted by the National Geodetic Survey in June 1991..
 QG1054
 QG1054.The geoid height was determined by GEOID03.
 QG1054
 QG1054.The dynamic height is computed by dividing the NAVD 88
 QG1054.geopotential number by the normal gravity value computed on the
 QG1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1054.degrees latitude (g = 980.6199 gals.).
 QG1054
 QG1054.The modeled gravity was interpolated from observed gravity values.
 QG1054
 QG1054;                    North         East    Units  Estimated Accuracy
 QG1054;SPC ME E     -   204,340.      208,390.      MT  (+/- 180 meters Scaled)
 QG1054
 QG1054                          SUPERSEDED SURVEY CONTROL
 QG1054
 QG1054.No superseded survey control is available for this station.
 QG1054
 QG1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL474386(NAD 83)
 QG1054_MARKER: DB = BENCH MARK DISK
 QG1054_SETTING: 66 = SET IN ROCK OUTCROP
 QG1054_SP_SET: ROCK OUTCROP
 QG1054_STAMPING: A 180 1978
 QG1054_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG1054+STABILITY: POSITION/ELEVATION WELL
 QG1054
 QG1054  HISTORY     - Date     Condition        Report By
 QG1054  HISTORY     - 1978     MONUMENTED       NGS
 QG1054
 QG1054                          STATION DESCRIPTION
 QG1054
 QG1054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1054'5.8 MI WEST FROM GREENVILLE.
 QG1054'5.8 MILES WEST ALONG STATE HIGHWAY 6 FROM THE GREENVILLE TOWN HALL,
 QG1054'67 FT WEST OF THE CENTER LINE OF THE HIGHWAY, 0.15 MILE SOUTH OF
 QG1054'A PAVED ROAD LEADING WEST, 102.6 FT WEST OF POWER POLE 165 7062
 QG1054'WITH 3 GUY WIRES, AT THE SOUTH END OF A POWER LINE CROSSING OVER
 QG1054'THE HIGHWAY, AT THE CREST OF A HILL, SET IN TOP OF THE SOUTH END
 QG1054'OF THE WEST BANK OF A ROCK CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1173 ***********************************************************************
 OC1173  DESIGNATION -  A 180 MEDT
 OC1173  PID         -  OC1173
 OC1173  STATE/COUNTY-  ME/CUMBERLAND
 OC1173  USGS QUAD   -  OLD ORCHARD BEACH (1975)
 OC1173
 OC1173                         *CURRENT SURVEY CONTROL
 OC1173  ___________________________________________________________________
 OC1173* NAD 83(1986)-  43 33 55.     (N)    070 24 47.     (W)     SCALED    
 OC1173* NAVD 88     -        36.711  (meters)     120.44   (feet)  ADJUSTED  
 OC1173  ___________________________________________________________________
 OC1173  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 OC1173  DYNAMIC HT  -          36.706 (meters)     120.43  (feet)  COMP
 OC1173  MODELED GRAV-     980,494.1   (mgal)                       NAVD 88
 OC1173
 OC1173  VERT ORDER  -  SECOND    CLASS I
 OC1173
 OC1173.The horizontal coordinates were scaled from a topographic map and have
 OC1173.an estimated accuracy of +/- 6 seconds.
 OC1173
 OC1173.The orthometric height was determined by differential leveling
 OC1173.and adjusted by the National Geodetic Survey in June 1991..
 OC1173
 OC1173.The geoid height was determined by GEOID03.
 OC1173
 OC1173.The dynamic height is computed by dividing the NAVD 88
 OC1173.geopotential number by the normal gravity value computed on the
 OC1173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1173.degrees latitude (g = 980.6199 gals.).
 OC1173
 OC1173.The modeled gravity was interpolated from observed gravity values.
 OC1173
 OC1173;                    North         East    Units  Estimated Accuracy
 OC1173;SPC ME W     -    81,340.      880,100.      MT  (+/- 180 meters Scaled)
 OC1173
 OC1173                          SUPERSEDED SURVEY CONTROL
 OC1173
 OC1173  NGVD 29 (??/??/92)   36.929  (m)          121.16   (f) ADJ UNCH    2 1
 OC1173
 OC1173.Superseded values are not recommended for survey control.
 OC1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1173.See file dsdata.txt to determine how the superseded data were derived.
 OC1173
 OC1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ858245(NAD 83)
 OC1173_MARKER: DD = SURVEY DISK
 OC1173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC1173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OC1173_STAMPING: A-180 8-13-74
 OC1173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC1173+STABILITY: SURFACE MOTION
 OC1173
 OC1173  HISTORY     - Date     Condition        Report By
 OC1173  HISTORY     - 1974     MONUMENTED       MEDT
 OC1173
 OC1173                          STATION DESCRIPTION
 OC1173
 OC1173'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 OC1173'5.75 MI SW FROM SCARBOROUGH.
 OC1173'ABOUT 5.75 MILES SOUTHWESTERLY ALONG THE MAINE TURNPIKE SOUTHBOUND
 OC1173'FROM TOLL GATE NO. 6A IN SCARBOROUGH, AT THE CITY LINE SIGN ENTERING
 OC1173'SACO, YORK COUNTY, 124 FEET NORTHWEST OF THE CENTERLINE AND 2 FEET
 OC1173'BELOW THE SURFACE OF THE MAINE TURNPIKE SOUTHBOUND.  A DISK SET FLUSH
 OC1173'IN THE TOP OF A CYLINDRICAL CONCRETE POST PROJECTING 6 INCHES ABOVE
 OC1173'GROUND, 1.3 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE AND 0.95 FEET
 OC1173'SOUTHEAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1177 ***********************************************************************
 OC1177  DESIGNATION -  A 181
 OC1177  PID         -  OC1177
 OC1177  STATE/COUNTY-  ME/YORK
 OC1177  USGS QUAD   -  OLD ORCHARD BEACH (1975)
 OC1177
 OC1177                         *CURRENT SURVEY CONTROL
 OC1177  ___________________________________________________________________
 OC1177* NAD 83(1986)-  43 32 26.     (N)    070 26 20.     (W)     SCALED    
 OC1177* NAVD 88     -        40.298  (meters)     132.21   (feet)  ADJUSTED  
 OC1177  ___________________________________________________________________
 OC1177  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 OC1177  DYNAMIC HT  -          40.293 (meters)     132.19  (feet)  COMP
 OC1177  MODELED GRAV-     980,491.3   (mgal)                       NAVD 88
 OC1177
 OC1177  VERT ORDER  -  SECOND    CLASS I
 OC1177
 OC1177.The horizontal coordinates were scaled from a topographic map and have
 OC1177.an estimated accuracy of +/- 6 seconds.
 OC1177
 OC1177.The orthometric height was determined by differential leveling
 OC1177.and adjusted by the National Geodetic Survey in June 1991..
 OC1177
 OC1177.The geoid height was determined by GEOID03.
 OC1177
 OC1177.The dynamic height is computed by dividing the NAVD 88
 OC1177.geopotential number by the normal gravity value computed on the
 OC1177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1177.degrees latitude (g = 980.6199 gals.).
 OC1177
 OC1177.The modeled gravity was interpolated from observed gravity values.
 OC1177
 OC1177;                    North         East    Units  Estimated Accuracy
 OC1177;SPC ME W     -    78,600.      878,000.      MT  (+/- 180 meters Scaled)
 OC1177
 OC1177                          SUPERSEDED SURVEY CONTROL
 OC1177
 OC1177  NGVD 29 (??/??/92)   40.517  (m)          132.93   (f) ADJ UNCH    2 1
 OC1177
 OC1177.Superseded values are not recommended for survey control.
 OC1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1177.See file dsdata.txt to determine how the superseded data were derived.
 OC1177
 OC1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ837218(NAD 83)
 OC1177_MARKER: DD = SURVEY DISK
 OC1177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC1177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OC1177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC1177+STABILITY: SURFACE MOTION
 OC1177
 OC1177  HISTORY     - Date     Condition        Report By
 OC1177  HISTORY     - UNK      MONUMENTED       MEDT
 OC1177  HISTORY     - 1974     GOOD             MEDT
 OC1177
 OC1177                          STATION DESCRIPTION
 OC1177
 OC1177'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 OC1177'7.8 MI SW FROM SCARBOROUGH.
 OC1177'ABOUT 7.8 MILES SOUTHWESTERLY ALONG THE MAINE TURNPIKE SOUTHBOUND FROM
 OC1177'TOLL GATE NO. 6A IN SCARBOROUGH, AT MILE POST 35 IN SACO, 124 FEET
 OC1177'NORTHWESTERLY OF THE CENTERLINE AND ABOUT LEVEL WITH THE SURFACE OF
 OC1177'THE MAINE TURNPIKE SOUTHBOUND, A DISK SET FLUSH IN THE TOP OF A
 OC1177'CYLINDRICAL CONCRETE POST 1.5 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE
 OC1177'AND 1.5 FEET SOUTHEAST OF A METAL WITNESS POST AND PROJECTING 5 INCHES
 OC1177'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1084 ***********************************************************************
 QG1084  DESIGNATION -  A 181
 QG1084  PID         -  QG1084
 QG1084  STATE/COUNTY-  ME/SOMERSET
 QG1084  USGS QUAD   -  MISERY KNOB (1988)
 QG1084
 QG1084                         *CURRENT SURVEY CONTROL
 QG1084  ___________________________________________________________________
 QG1084* NAD 83(1986)-  45 35 51.     (N)    069 54 47.     (W)     SCALED    
 QG1084* NAVD 88     -       396.546  (meters)    1301.00   (feet)  ADJUSTED  
 QG1084  ___________________________________________________________________
 QG1084  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 QG1084  DYNAMIC HT  -         396.532 (meters)    1300.96  (feet)  COMP
 QG1084  MODELED GRAV-     980,566.7   (mgal)                       NAVD 88
 QG1084  OBS GRAVITY -     980,565.4   (mgal)                       GRAV_OBS
 QG1084
 QG1084  VERT ORDER  -  FIRST     CLASS II
 QG1084
 QG1084.The horizontal coordinates were scaled from a topographic map and have
 QG1084.an estimated accuracy of +/- 6 seconds.
 QG1084
 QG1084.The orthometric height was determined by differential leveling
 QG1084.and adjusted by the National Geodetic Survey in June 1991..
 QG1084
 QG1084.The geoid height was determined by GEOID03.
 QG1084
 QG1084.The dynamic height is computed by dividing the NAVD 88
 QG1084.geopotential number by the normal gravity value computed on the
 QG1084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1084.degrees latitude (g = 980.6199 gals.).
 QG1084
 QG1084.The modeled gravity was interpolated from observed gravity values.
 QG1084.The observed gravity was obtained from relative gravimeter ties
 QG1084.to the IGSN71 gravity network.
 QG1084
 QG1084;                    North         East    Units  Estimated Accuracy
 QG1084;SPC ME W     -   307,170.      919,790.      MT  (+/- 180 meters Scaled)
 QG1084
 QG1084                          SUPERSEDED SURVEY CONTROL
 QG1084
 QG1084.No superseded survey control is available for this station.
 QG1084
 QG1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL287497(NAD 83)
 QG1084_MARKER: DB = BENCH MARK DISK
 QG1084_SETTING: 66 = SET IN ROCK OUTCROP
 QG1084_SP_SET: ROCK OUTCROP
 QG1084_STAMPING: A 181 1978
 QG1084_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG1084+STABILITY: POSITION/ELEVATION WELL
 QG1084
 QG1084  HISTORY     - Date     Condition        Report By
 QG1084  HISTORY     - 1978     MONUMENTED       NGS
 QG1084
 QG1084                          STATION DESCRIPTION
 QG1084
 QG1084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1084'11.8 MI WEST FROM ROCKWOOD.
 QG1084'0.45 MILES NORTHWEST ALONG A PAVED ROAD FROM THE ROCKWOOD POST OFFICE
 QG1084'THENCE 11.35 MILES WEST ALONG STATE HIGHWAY 6, 36.0 FT. NORTHEAST
 QG1084'OF THE CENTER LINE OF THE HIGHWAY, AT THE SOUTHEAST END OF A CURVE
 QG1084'IN THE HIGHWAY, 20.0 FT. SOUTHWEST OF A TRIANGULAR BLAZED PINE
 QG1084'TREE 0.9 FT. IN DIAMETER, 19.9 FT. WEST-SOUTHWEST OF A TRIANGULAR
 QG1084'BLAZED PINE TREE 0.8 FT. IN DIAMETER, 15.0 FT. SOUTHEAST OF A
 QG1084'TRIANGULAR BLAZED PINE TREE 0.8 FT. IN DIAMETER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0053 ***********************************************************************
 QH0053  DESIGNATION -  A 182
 QH0053  PID         -  QH0053
 QH0053  STATE/COUNTY-  ME/SOMERSET
 QH0053  USGS QUAD   -  HEALD POND (1989)
 QH0053
 QH0053                         *CURRENT SURVEY CONTROL
 QH0053  ___________________________________________________________________
 QH0053* NAD 83(1986)-  45 37 59.     (N)    070 11 38.     (W)     SCALED    
 QH0053* NAVD 88     -       365.419  (meters)    1198.88   (feet)  ADJUSTED  
 QH0053  ___________________________________________________________________
 QH0053  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 QH0053  DYNAMIC HT  -         365.404 (meters)    1198.83  (feet)  COMP
 QH0053  MODELED GRAV-     980,564.4   (mgal)                       NAVD 88
 QH0053
 QH0053  VERT ORDER  -  FIRST     CLASS II
 QH0053
 QH0053.The horizontal coordinates were scaled from a topographic map and have
 QH0053.an estimated accuracy of +/- 6 seconds.
 QH0053
 QH0053.The orthometric height was determined by differential leveling
 QH0053.and adjusted by the National Geodetic Survey in June 1991..
 QH0053
 QH0053.The geoid height was determined by GEOID03.
 QH0053
 QH0053.The dynamic height is computed by dividing the NAVD 88
 QH0053.geopotential number by the normal gravity value computed on the
 QH0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QH0053.degrees latitude (g = 980.6199 gals.).
 QH0053
 QH0053.The modeled gravity was interpolated from observed gravity values.
 QH0053
 QH0053;                    North         East    Units  Estimated Accuracy
 QH0053;SPC ME W     -   311,090.      897,880.      MT  (+/- 180 meters Scaled)
 QH0053
 QH0053                          SUPERSEDED SURVEY CONTROL
 QH0053
 QH0053.No superseded survey control is available for this station.
 QH0053
 QH0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL069539(NAD 83)
 QH0053_MARKER: DB = BENCH MARK DISK
 QH0053_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QH0053_SP_SET: STAINLESS STEEL ROD
 QH0053_STAMPING: A 182 1978
 QH0053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QH0053
 QH0053  HISTORY     - Date     Condition        Report By
 QH0053  HISTORY     - 1978     MONUMENTED       NGS
 QH0053
 QH0053                          STATION DESCRIPTION
 QH0053
 QH0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QH0053'3.25 MI EAST FROM JACKMAN.
 QH0053'0.5 MILES SOUTHEAST ALONG STATE HIGHWAY 6 FROM ITS JUNCTION WITH THE
 QH0053'CANADIAN PACIFIC RAILROAD AT JACKMAN THENCE 2.75 MILES EAST ALONG
 QH0053'STATE HIGHWAY 6, 33.5 FT. SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 QH0053'68.0 FT. WEST-SOUTHWEST OF THE CENTER LINE OF A GRAVEL ROAD LEADING
 QH0053'SOUTH-SOUTHEAST, 10.3 FT. EAST OF A TRIANGULAR BLAZE TREE 0.5 FT.
 QH0053'IN DIAMETER, 10.0 FT. NORTH OF A TRIANGULAR BLAZED TREE 0.9 FT.
 QH0053'IN DIAMETER, 10.0 FT. SOUTH-SOUTHWEST OF POWER POLE 56, THE DISC
 QH0053'IS 2-INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH
 QH0053'PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1178 ***********************************************************************
 OC1178  DESIGNATION -  A 182 MEDT
 OC1178  PID         -  OC1178
 OC1178  STATE/COUNTY-  ME/YORK
 OC1178  USGS QUAD   -  OLD ORCHARD BEACH (1975)
 OC1178
 OC1178                         *CURRENT SURVEY CONTROL
 OC1178  ___________________________________________________________________
 OC1178* NAD 83(1986)-  43 31 44.     (N)    070 27 04.     (W)     SCALED    
 OC1178* NAVD 88     -        35.292  (meters)     115.79   (feet)  ADJUSTED  
 OC1178  ___________________________________________________________________
 OC1178  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 OC1178  DYNAMIC HT  -          35.287 (meters)     115.77  (feet)  COMP
 OC1178  MODELED GRAV-     980,489.4   (mgal)                       NAVD 88
 OC1178
 OC1178  VERT ORDER  -  SECOND    CLASS I
 OC1178
 OC1178.The horizontal coordinates were scaled from a topographic map and have
 OC1178.an estimated accuracy of +/- 6 seconds.
 OC1178
 OC1178.The orthometric height was determined by differential leveling
 OC1178.and adjusted by the National Geodetic Survey in June 1991..
 OC1178
 OC1178.The geoid height was determined by GEOID03.
 OC1178
 OC1178.The dynamic height is computed by dividing the NAVD 88
 OC1178.geopotential number by the normal gravity value computed on the
 OC1178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1178.degrees latitude (g = 980.6199 gals.).
 OC1178
 OC1178.The modeled gravity was interpolated from observed gravity values.
 OC1178
 OC1178;                    North         East    Units  Estimated Accuracy
 OC1178;SPC ME W     -    77,310.      877,010.      MT  (+/- 180 meters Scaled)
 OC1178
 OC1178                          SUPERSEDED SURVEY CONTROL
 OC1178
 OC1178  NGVD 29 (??/??/92)   35.511  (m)          116.51   (f) ADJ UNCH    2 1
 OC1178
 OC1178.Superseded values are not recommended for survey control.
 OC1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1178.See file dsdata.txt to determine how the superseded data were derived.
 OC1178
 OC1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ827205(NAD 83)
 OC1178_MARKER: DD = SURVEY DISK
 OC1178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC1178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OC1178_STAMPING: A-182 8-14-74
 OC1178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC1178+STABILITY: SURFACE MOTION
 OC1178
 OC1178  HISTORY     - Date     Condition        Report By
 OC1178  HISTORY     - 1974     MONUMENTED       MEDT
 OC1178
 OC1178                          STATION DESCRIPTION
 OC1178
 OC1178'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 OC1178'8.8 MI SW FROM SCARBOROUGH.
 OC1178'ABOUT 8.8 MILES SOUTHWESTERLY ALONG THE MAINE TURNPIKE FROM TOLL GATE
 OC1178'NO. 6A IN SCARBOROUGH, AND ABOUT 0.9 MILE NORTHEASTERLY FROM THE EXIT
 OC1178'5 OVERPASS IN SACO, AT MILE POST 34, 123 FEET NORTHWESTERLY OF THE
 OC1178'CENTERLINE AND ABOUT LEVEL WITH THE SURFACE OF THE MAINE TURNPIKE
 OC1178'SOUTHBOUND.  A DISK SET FLUSH IN THE TOP OF A CYLINDRICAL CONCRETE
 OC1178'POST 2.3 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE AND 2.1 FEET
 OC1178'SOUTHEAST OF A METAL WITNESS POST, AND PROJECTING 6 INCHES ABOVE
 OC1178'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1124 ***********************************************************************
 QG1124  DESIGNATION -  A 183
 QG1124  PID         -  QG1124
 QG1124  STATE/COUNTY-  ME/PISCATAQUIS
 QG1124  USGS QUAD   -  MILO NORTH (1988)
 QG1124
 QG1124                         *CURRENT SURVEY CONTROL
 QG1124  ___________________________________________________________________
 QG1124* NAD 83(1986)-  45 16 00.     (N)    068 58 16.     (W)     SCALED    
 QG1124* NAVD 88     -        88.075  (meters)     288.96   (feet)  ADJUSTED  
 QG1124  ___________________________________________________________________
 QG1124  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 QG1124  DYNAMIC HT  -          88.074 (meters)     288.96  (feet)  COMP
 QG1124  MODELED GRAV-     980,600.1   (mgal)                       NAVD 88
 QG1124
 QG1124  VERT ORDER  -  FIRST     CLASS II
 QG1124
 QG1124.The horizontal coordinates were scaled from a topographic map and have
 QG1124.an estimated accuracy of +/- 6 seconds.
 QG1124
 QG1124.The orthometric height was determined by differential leveling
 QG1124.and adjusted by the National Geodetic Survey in June 1991..
 QG1124
 QG1124.The geoid height was determined by GEOID03.
 QG1124
 QG1124.The dynamic height is computed by dividing the NAVD 88
 QG1124.geopotential number by the normal gravity value computed on the
 QG1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1124.degrees latitude (g = 980.6199 gals.).
 QG1124
 QG1124.The modeled gravity was interpolated from observed gravity values.
 QG1124
 QG1124;                    North         East    Units  Estimated Accuracy
 QG1124;SPC ME E     -   177,880.      263,030.      MT  (+/- 180 meters Scaled)
 QG1124
 QG1124                          SUPERSEDED SURVEY CONTROL
 QG1124
 QG1124.No superseded survey control is available for this station.
 QG1124
 QG1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL022125(NAD 83)
 QG1124_MARKER: DB = BENCH MARK DISK
 QG1124_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QG1124_SP_SET: BRIDGE ABUTMENT
 QG1124_STAMPING: A 183 1978
 QG1124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG1124
 QG1124  HISTORY     - Date     Condition        Report By
 QG1124  HISTORY     - 1978     MONUMENTED       NGS
 QG1124
 QG1124                          STATION DESCRIPTION
 QG1124
 QG1124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1124'1.0 MI NE FROM MILO.
 QG1124'1.1 MILES NORTHEAST ALONG OLD STATE HIGHWAY 16 FROM THE POST OFFICE
 QG1124'AT MILO, TO A BRIDGE CROSSING THE PLEASANT RIVER, 13.0 FT. NORTH
 QG1124'NORTHWEST FROM THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF THE
 QG1124'NORTHWEST ABUTMENT OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1182 ***********************************************************************
 OC1182  DESIGNATION -  A 183 MEDT
 OC1182  PID         -  OC1182
 OC1182  STATE/COUNTY-  ME/YORK
 OC1182  USGS QUAD   -  OLD ORCHARD BEACH (1975)
 OC1182
 OC1182                         *CURRENT SURVEY CONTROL
 OC1182  ___________________________________________________________________
 OC1182* NAD 83(1986)-  43 30 32.     (N)    070 28 36.     (W)     SCALED    
 OC1182* NAVD 88     -        34.550  (meters)     113.35   (feet)  ADJUSTED  
 OC1182  ___________________________________________________________________
 OC1182  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 OC1182  DYNAMIC HT  -          34.545 (meters)     113.34  (feet)  COMP
 OC1182  MODELED GRAV-     980,484.3   (mgal)                       NAVD 88
 OC1182
 OC1182  VERT ORDER  -  SECOND    CLASS I
 OC1182
 OC1182.The horizontal coordinates were scaled from a topographic map and have
 OC1182.an estimated accuracy of +/- 6 seconds.
 OC1182
 OC1182.The orthometric height was determined by differential leveling
 OC1182.and adjusted by the National Geodetic Survey in June 1991..
 OC1182
 OC1182.The geoid height was determined by GEOID03.
 OC1182
 OC1182.The dynamic height is computed by dividing the NAVD 88
 OC1182.geopotential number by the normal gravity value computed on the
 OC1182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1182.degrees latitude (g = 980.6199 gals.).
 OC1182
 OC1182.The modeled gravity was interpolated from observed gravity values.
 OC1182
 OC1182;                    North         East    Units  Estimated Accuracy
 OC1182;SPC ME W     -    75,100.      874,930.      MT  (+/- 180 meters Scaled)
 OC1182
 OC1182                          SUPERSEDED SURVEY CONTROL
 OC1182
 OC1182  NGVD 29 (??/??/92)   34.769  (m)          114.07   (f) ADJ UNCH    2 1
 OC1182
 OC1182.Superseded values are not recommended for survey control.
 OC1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1182.See file dsdata.txt to determine how the superseded data were derived.
 OC1182
 OC1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ806183(NAD 83)
 OC1182_MARKER: DD = SURVEY DISK
 OC1182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC1182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OC1182_STAMPING: A-183 8-14-74
 OC1182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC1182+STABILITY: SURFACE MOTION
 OC1182
 OC1182  HISTORY     - Date     Condition        Report By
 OC1182  HISTORY     - 1974     MONUMENTED       MEDT
 OC1182
 OC1182                          STATION DESCRIPTION
 OC1182
 OC1182'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 OC1182'1.4 MI SW FROM SACO.
 OC1182'ABOUT 1.4 MILES SOUTHWESTERLY ALONG THE MAINE TURNPIKE SOUTHBOUND FROM
 OC1182'TOLL GATE NO. 5 (SACO) (1.1 MILES SOUTHWESTERLY FROM THE EXIT 5
 OC1182'OVERPASS CROSSING THE MAINE TURNPIKE), AT MILE POST 32, 123 FEET
 OC1182'NORTHWEST OF THE CENTERLINE AND ABOUT 5 FEET ABOVE THE SURFACE OF THE
 OC1182'MAINE TURNPIKE SOUTHBOUND.  A DISK SET FLUSH IN THE TOP OF A
 OC1182'CYLINDRICAL CONCRETE POST 2 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE,
 OC1182'0.85 FEET SOUTHEAST OF A METAL WITNESS POST, AND PROJECTING 4 INCHES
 OC1182'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1150 ***********************************************************************
 QG1150  DESIGNATION -  A 184
 QG1150  PID         -  QG1150
 QG1150  STATE/COUNTY-  ME/PENOBSCOT
 QG1150  USGS QUAD   -  SEBOEIS (1988)
 QG1150
 QG1150                         *CURRENT SURVEY CONTROL
 QG1150  ___________________________________________________________________
 QG1150* NAD 83(1986)-  45 20 10.     (N)    068 42 12.     (W)     SCALED    
 QG1150* NAVD 88     -        69.755  (meters)     228.85   (feet)  ADJUSTED  
 QG1150  ___________________________________________________________________
 QG1150  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 QG1150  DYNAMIC HT  -          69.755 (meters)     228.85  (feet)  COMP
 QG1150  MODELED GRAV-     980,617.3   (mgal)                       NAVD 88
 QG1150
 QG1150  VERT ORDER  -  FIRST     CLASS II
 QG1150
 QG1150.The horizontal coordinates were scaled from a topographic map and have
 QG1150.an estimated accuracy of +/- 6 seconds.
 QG1150
 QG1150.The orthometric height was determined by differential leveling
 QG1150.and adjusted by the National Geodetic Survey in June 1991..
 QG1150
 QG1150.The geoid height was determined by GEOID03.
 QG1150
 QG1150.The dynamic height is computed by dividing the NAVD 88
 QG1150.geopotential number by the normal gravity value computed on the
 QG1150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1150.degrees latitude (g = 980.6199 gals.).
 QG1150
 QG1150.The modeled gravity was interpolated from observed gravity values.
 QG1150
 QG1150;                    North         East    Units  Estimated Accuracy
 QG1150;SPC ME E     -   185,510.      284,060.      MT  (+/- 180 meters Scaled)
 QG1150
 QG1150                          SUPERSEDED SURVEY CONTROL
 QG1150
 QG1150.No superseded survey control is available for this station.
 QG1150
 QG1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL232203(NAD 83)
 QG1150_MARKER: DB = BENCH MARK DISK
 QG1150_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QG1150_SP_SET: STAINLESS STEEL ROD
 QG1150_STAMPING: A 184 1978
 QG1150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG1150
 QG1150  HISTORY     - Date     Condition        Report By
 QG1150  HISTORY     - 1978     MONUMENTED       NGS
 QG1150
 QG1150                          STATION DESCRIPTION
 QG1150
 QG1150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1150'7.8 MI NW FROM HOWLAND.
 QG1150'2.2 MILES WEST ALONG STATE HIGHWAY 116 FROM THE NORTH END OF THE STATE
 QG1150'HIGHWAY 116 BRIDGE ACROSS THE PISCATAQUIS AT HOWLAND TO THE Y-
 QG1150'JUNCTION OF OLD STATE HIGHWAY 16, THENCE 1.5 MILES WEST ALONG OLD
 QG1150'STATE HIGHWAY 16 TO A PAVED ROAD LEADING NORTH, THENCE 4.1 MILES
 QG1150'NORTH ALONG A PAVED ROAD, 23.7 FT. EAST OF THE CENTER LINE OF THE
 QG1150'PAVED ROAD, 21.4 FT. NORTHWEST OF A TRIANGULAR BLAZED 14 INCH PINE
 QG1150'TREE, 5.4 FT. EAST OF TELEPHONE POLE 246 89 WITH TWO GUY WIRES TO
 QG1150'THE GROUND, DISK IS 4 INCHED BELOW GROUND, ACCESS TO WHICH IS HAD
 QG1150'THROUGH A 4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1183 ***********************************************************************
 OC1183  DESIGNATION -  A 184 MEDT
 OC1183  PID         -  OC1183
 OC1183  STATE/COUNTY-  ME/YORK
 OC1183  USGS QUAD   -  BIDDEFORD (1975)
 OC1183
 OC1183                         *CURRENT SURVEY CONTROL
 OC1183  ___________________________________________________________________
 OC1183* NAD 83(1986)-  43 29 53.     (N)    070 29 19.     (W)     SCALED    
 OC1183* NAVD 88     -        22.736  (meters)      74.59   (feet)  ADJUSTED  
 OC1183  ___________________________________________________________________
 OC1183  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 OC1183  DYNAMIC HT  -          22.733 (meters)      74.58  (feet)  COMP
 OC1183  MODELED GRAV-     980,483.5   (mgal)                       NAVD 88
 OC1183
 OC1183  VERT ORDER  -  SECOND    CLASS I
 OC1183
 OC1183.The horizontal coordinates were scaled from a topographic map and have
 OC1183.an estimated accuracy of +/- 6 seconds.
 OC1183
 OC1183.The orthometric height was determined by differential leveling
 OC1183.and adjusted by the National Geodetic Survey in June 1991..
 OC1183
 OC1183.The geoid height was determined by GEOID03.
 OC1183
 OC1183.The dynamic height is computed by dividing the NAVD 88
 OC1183.geopotential number by the normal gravity value computed on the
 OC1183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1183.degrees latitude (g = 980.6199 gals.).
 OC1183
 OC1183.The modeled gravity was interpolated from observed gravity values.
 OC1183
 OC1183;                    North         East    Units  Estimated Accuracy
 OC1183;SPC ME W     -    73,900.      873,960.      MT  (+/- 180 meters Scaled)
 OC1183
 OC1183                          SUPERSEDED SURVEY CONTROL
 OC1183
 OC1183  NGVD 29 (??/??/92)   22.956  (m)           75.31   (f) ADJ UNCH    2 1
 OC1183
 OC1183.Superseded values are not recommended for survey control.
 OC1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1183.See file dsdata.txt to determine how the superseded data were derived.
 OC1183
 OC1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ796172(NAD 83)
 OC1183_MARKER: DD = SURVEY DISK
 OC1183_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC1183_SP_SET: BRIDGE
 OC1183_STAMPING: A-184 8-14-74
 OC1183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC1183
 OC1183  HISTORY     - Date     Condition        Report By
 OC1183  HISTORY     - 1974     MONUMENTED       MEDT
 OC1183
 OC1183                          STATION DESCRIPTION
 OC1183
 OC1183'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 OC1183'2.3 MI SW FROM SACO.
 OC1183'ABOUT 2.35 MILES SOUTHWESTERLY ALONG THE MAINE TURNPIKE FROM TOLL GATE
 OC1183'5 (SACO), AT THE SACO RIVER BRIDGE IN BIDDEFORD, 47 FEET NORTHWEST OF
 OC1183'THE CENTERLINE AND ABOUT 1 FOOT ABOVE THE SURFACE OF THE MAINE
 OC1183'TURNPIKE SOUTHBOUND.  A DISK SET FLUSH IN THE TOP OF THE UPSTREAM CURB
 OC1183'SECTION OF THE BRIDGE, 14.7 FEET SOUTHWEST OF THE SOUTHWESTERN
 OC1183'EXPANSION JOINT AND DIRECTLY UNDER THE SOUTHWESTERN END OF THE
 OC1183'ALUMINUM GUARD RAIL ON THE UPSTREAM SIDE OF BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0069 ***********************************************************************
 SF0069  DESIGNATION -  A 185
 SF0069  PID         -  SF0069
 SF0069  STATE/COUNTY-  ME/AROOSTOOK
 SF0069  USGS QUAD   -  EAGLE LAKE (1985)
 SF0069
 SF0069                         *CURRENT SURVEY CONTROL
 SF0069  ___________________________________________________________________
 SF0069* NAD 83(1986)-  47 04 50.     (N)    068 36 01.     (W)     SCALED    
 SF0069* NAVD 88     -       189.610  (meters)     622.08   (feet)  ADJUSTED  
 SF0069  ___________________________________________________________________
 SF0069  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 SF0069  DYNAMIC HT  -         189.634 (meters)     622.16  (feet)  COMP
 SF0069  MODELED GRAV-     980,737.6   (mgal)                       NAVD 88
 SF0069
 SF0069  VERT ORDER  -  FIRST     CLASS II
 SF0069
 SF0069.The horizontal coordinates were scaled from a topographic map and have
 SF0069.an estimated accuracy of +/- 6 seconds.
 SF0069
 SF0069.The orthometric height was determined by differential leveling
 SF0069.and adjusted by the National Geodetic Survey in June 1991..
 SF0069
 SF0069.The geoid height was determined by GEOID03.
 SF0069
 SF0069.The dynamic height is computed by dividing the NAVD 88
 SF0069.geopotential number by the normal gravity value computed on the
 SF0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0069.degrees latitude (g = 980.6199 gals.).
 SF0069
 SF0069.The modeled gravity was interpolated from observed gravity values.
 SF0069
 SF0069;                    North         East    Units  Estimated Accuracy
 SF0069;SPC ME E     -   379,380.      292,390.      MT  (+/- 180 meters Scaled)
 SF0069
 SF0069                          SUPERSEDED SURVEY CONTROL
 SF0069
 SF0069.No superseded survey control is available for this station.
 SF0069
 SF0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN303141(NAD 83)
 SF0069_MARKER: DB = BENCH MARK DISK
 SF0069_SETTING: 66 = SET IN ROCK OUTCROP
 SF0069_SP_SET: ROCK OUTCROP
 SF0069_STAMPING: A 185 1978
 SF0069_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SF0069+STABILITY: POSITION/ELEVATION WELL
 SF0069
 SF0069  HISTORY     - Date     Condition        Report By
 SF0069  HISTORY     - 1978     MONUMENTED       NGS
 SF0069
 SF0069                          STATION DESCRIPTION
 SF0069
 SF0069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 SF0069'3.65 MI NORTH FROM EAGLE LAKE.
 SF0069'3.65 MILES NORTH ALONG STATE HIGHWAY 11 FROM ST. MARYS CHURCH AT
 SF0069'EAGLE LAKE, 1.1 MILES SOUTH OF A CROSSING OF THE BANGOR AND
 SF0069'AROOSTOOK RAILROAD, AT AN 8.0 FT. ROCK CUT, 26.5 FT. WEST OF THE
 SF0069'CENTER LINE OF THE HIGHWAY, 27.9 FT. NORTH OF A POWER POLE, ABOUT
 SF0069'2.0 FT. WEST OF THE EDGE OF THE CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1184 ***********************************************************************
 OC1184  DESIGNATION -  A 185 MEDT
 OC1184  PID         -  OC1184
 OC1184  STATE/COUNTY-  ME/YORK
 OC1184  USGS QUAD   -  BIDDEFORD (1975)
 OC1184
 OC1184                         *CURRENT SURVEY CONTROL
 OC1184  ___________________________________________________________________
 OC1184* NAD 83(1986)-  43 29 02.     (N)    070 29 46.     (W)     SCALED    
 OC1184* NAVD 88     -        25.717  (meters)      84.37   (feet)  ADJUSTED  
 OC1184  ___________________________________________________________________
 OC1184  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 OC1184  DYNAMIC HT  -          25.714 (meters)      84.36  (feet)  COMP
 OC1184  MODELED GRAV-     980,482.1   (mgal)                       NAVD 88
 OC1184
 OC1184  VERT ORDER  -  SECOND    CLASS I
 OC1184
 OC1184.The horizontal coordinates were scaled from a topographic map and have
 OC1184.an estimated accuracy of +/- 6 seconds.
 OC1184
 OC1184.The orthometric height was determined by differential leveling
 OC1184.and adjusted by the National Geodetic Survey in June 1991..
 OC1184
 OC1184.The geoid height was determined by GEOID03.
 OC1184
 OC1184.The dynamic height is computed by dividing the NAVD 88
 OC1184.geopotential number by the normal gravity value computed on the
 OC1184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1184.degrees latitude (g = 980.6199 gals.).
 OC1184
 OC1184.The modeled gravity was interpolated from observed gravity values.
 OC1184
 OC1184;                    North         East    Units  Estimated Accuracy
 OC1184;SPC ME W     -    72,320.      873,350.      MT  (+/- 180 meters Scaled)
 OC1184
 OC1184                          SUPERSEDED SURVEY CONTROL
 OC1184
 OC1184  NGVD 29 (??/??/92)   25.937  (m)           85.09   (f) ADJ UNCH    2 1
 OC1184
 OC1184.Superseded values are not recommended for survey control.
 OC1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1184.See file dsdata.txt to determine how the superseded data were derived.
 OC1184
 OC1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ790156(NAD 83)
 OC1184_MARKER: DD = SURVEY DISK
 OC1184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC1184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OC1184_STAMPING: A-185 8-14-74
 OC1184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC1184+STABILITY: SURFACE MOTION
 OC1184
 OC1184  HISTORY     - Date     Condition        Report By
 OC1184  HISTORY     - 1974     MONUMENTED       MEDT
 OC1184
 OC1184                          STATION DESCRIPTION
 OC1184
 OC1184'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 OC1184'3.4 MI SW FROM SACO.
 OC1184'ABOUT 3.4 MILES SOUTHWESTERLY ALONG THE MAINE TURNPIKE SOUTHBOUND FROM
 OC1184'TOLL GATE NO. 5 (SACO), AND ALSO ABOUT 0.3 MILE NORTHEASTERLY FROM THE
 OC1184'EXIT NO. 4 OVERPASS (BIDDEFORD), AT MILE POST 30, 118 FEET
 OC1184'NORTHWESTERLY FROM THE CENTERLINE, AND ABOUT 4 FEET BELOW THE SURFACE
 OC1184'OF THE MAINE TURNPIKE SOUTHBOUND.  A DISK SET FLUSH  IN THE TOP OF A
 OC1184'CYLINDRICAL CONCRETE POST 6 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE
 OC1184'AND 1.1 FEET SOUTHEAST OF A METAL WITNESS POST, AND PROJECTING 4
 OC1184'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0476 ***********************************************************************
 RF0476  DESIGNATION -  A 186
 RF0476  PID         -  RF0476
 RF0476  STATE/COUNTY-  ME/AROOSTOOK
 RF0476  USGS QUAD   -  PORTAGE LAKE EAST (1986)
 RF0476
 RF0476                         *CURRENT SURVEY CONTROL
 RF0476  ___________________________________________________________________
 RF0476* NAD 83(1986)-  46 51 06.     (N)    068 29 37.     (W)     SCALED    
 RF0476* NAVD 88     -       199.823  (meters)     655.59   (feet)  ADJUSTED  
 RF0476  ___________________________________________________________________
 RF0476  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 RF0476  DYNAMIC HT  -         199.847 (meters)     655.66  (feet)  COMP
 RF0476  MODELED GRAV-     980,726.6   (mgal)                       NAVD 88
 RF0476
 RF0476  VERT ORDER  -  FIRST     CLASS II
 RF0476
 RF0476.The horizontal coordinates were scaled from a topographic map and have
 RF0476.an estimated accuracy of +/- 6 seconds.
 RF0476
 RF0476.The orthometric height was determined by differential leveling
 RF0476.and adjusted by the National Geodetic Survey in June 1991..
 RF0476
 RF0476.The geoid height was determined by GEOID03.
 RF0476
 RF0476.The dynamic height is computed by dividing the NAVD 88
 RF0476.geopotential number by the normal gravity value computed on the
 RF0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0476.degrees latitude (g = 980.6199 gals.).
 RF0476
 RF0476.The modeled gravity was interpolated from observed gravity values.
 RF0476
 RF0476;                    North         East    Units  Estimated Accuracy
 RF0476;SPC ME E     -   353,940.      300,490.      MT  (+/- 180 meters Scaled)
 RF0476
 RF0476                          SUPERSEDED SURVEY CONTROL
 RF0476
 RF0476.No superseded survey control is available for this station.
 RF0476
 RF0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM386888(NAD 83)
 RF0476_MARKER: DB = BENCH MARK DISK
 RF0476_SETTING: 66 = SET IN ROCK OUTCROP
 RF0476_SP_SET: ROCK OUTCROP
 RF0476_STAMPING: A 186 1978
 RF0476_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0476+STABILITY: POSITION/ELEVATION WELL
 RF0476
 RF0476  HISTORY     - Date     Condition        Report By
 RF0476  HISTORY     - 1978     MONUMENTED       NGS
 RF0476
 RF0476                          STATION DESCRIPTION
 RF0476
 RF0476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0476'7.05 MI NORTH FROM PORTAGE.
 RF0476'7.05 MILES NORTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT
 RF0476'PORTAGE, IN THE TOP OF A PROMINENT, 8 BY 13 FT. PAINTED OUTCROP 3 FT.
 RF0476'ABOVE GROUND, 25.5 FT. EAST OF THE CENTER LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1188 ***********************************************************************
 OC1188  DESIGNATION -  A 186 MEDT
 OC1188  PID         -  OC1188
 OC1188  STATE/COUNTY-  ME/YORK
 OC1188  USGS QUAD   -  KENNEBUNK (1983)
 OC1188
 OC1188                         *CURRENT SURVEY CONTROL
 OC1188  ___________________________________________________________________
 OC1188* NAD 83(1986)-  43 27 44.     (N)    070 31 25.     (W)     SCALED    
 OC1188* NAVD 88     -        39.046  (meters)     128.10   (feet)  ADJUSTED  
 OC1188  ___________________________________________________________________
 OC1188  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 OC1188  DYNAMIC HT  -          39.040 (meters)     128.08  (feet)  COMP
 OC1188  MODELED GRAV-     980,477.4   (mgal)                       NAVD 88
 OC1188
 OC1188  VERT ORDER  -  SECOND    CLASS I
 OC1188
 OC1188.The horizontal coordinates were scaled from a topographic map and have
 OC1188.an estimated accuracy of +/- 6 seconds.
 OC1188
 OC1188.The orthometric height was determined by differential leveling
 OC1188.and adjusted by the National Geodetic Survey in June 1991..
 OC1188
 OC1188.The geoid height was determined by GEOID03.
 OC1188
 OC1188.The dynamic height is computed by dividing the NAVD 88
 OC1188.geopotential number by the normal gravity value computed on the
 OC1188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1188.degrees latitude (g = 980.6199 gals.).
 OC1188
 OC1188.The modeled gravity was interpolated from observed gravity values.
 OC1188
 OC1188;                    North         East    Units  Estimated Accuracy
 OC1188;SPC ME W     -    69,930.      871,110.      MT  (+/- 180 meters Scaled)
 OC1188
 OC1188                          SUPERSEDED SURVEY CONTROL
 OC1188
 OC1188  NGVD 29 (??/??/92)   39.266  (m)          128.83   (f) ADJ UNCH    2 1
 OC1188
 OC1188.Superseded values are not recommended for survey control.
 OC1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1188.See file dsdata.txt to determine how the superseded data were derived.
 OC1188
 OC1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ767132(NAD 83)
 OC1188_MARKER: DD = SURVEY DISK
 OC1188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC1188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OC1188_STAMPING: A-186 8-14-74
 OC1188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC1188+STABILITY: SURFACE MOTION
 OC1188
 OC1188  HISTORY     - Date     Condition        Report By
 OC1188  HISTORY     - 1974     MONUMENTED       MEDT
 OC1188
 OC1188                          STATION DESCRIPTION
 OC1188
 OC1188'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 OC1188'2.1 MI SW FROM BIDDEFORD.
 OC1188'ABOUT 2.1 MILES SOUTHWESTERLY ALONG THE MAINE TURNPIKE SOUTHBOUND FROM
 OC1188'TOLL GATE NO. 4 IN BIDDEFORD, (ALSO ABOUT 1.75 MILES SOUTHWESTERLY
 OC1188'FROM THE EXIT 4 OVERPASS CROSSING THE MAINE TURNPIKE), AT MILE POST 28
 OC1188'IN ARUNDEL, 122 FEET NORTHWEST OF THE CENTERLINE AND 6 FEET BELOW THE
 OC1188'SURFACE OF THE MAINE TURNPIKE SOUTHBOUND.  A DISK SET FLUSH IN THE TOP
 OC1188'OF A CYLINDRICAL CONCRETE POST 3 FEET SOUTHEAST OF THE RIGHT-OF-WAY
 OC1188'FENCE AND 1.0 FOOT SOUTHEAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DH7487 ***********************************************************************
 DH7487  DESIGNATION -  A 186 RESET
 DH7487  PID         -  DH7487
 DH7487  STATE/COUNTY-  ME/AROOSTOOK
 DH7487  USGS QUAD   -  PORTAGE LAKE EAST (1986)
 DH7487
 DH7487                         *CURRENT SURVEY CONTROL
 DH7487  ___________________________________________________________________
 DH7487* NAD 83(1986)-  46 51 06.     (N)    068 29 37.     (W)     SCALED    
 DH7487* NAVD 88     -       199.68   (meters)     655.1    (feet)  RESET     
 DH7487  ___________________________________________________________________
 DH7487  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 DH7487
 DH7487  VERT ORDER  -  THIRD
 DH7487
 DH7487.The horizontal coordinates were scaled from a topographic map and have
 DH7487.an estimated accuracy of +/- 6 seconds.
 DH7487
 DH7487.The orthometric height was computed from unverified reset data.
 DH7487.No vertical observational check was made to the station.
 DH7487
 DH7487.The geoid height was determined by GEOID03.
 DH7487
 DH7487;                    North         East    Units  Estimated Accuracy
 DH7487;SPC ME E     -   353,940.      300,490.      MT  (+/- 180 meters Scaled)
 DH7487
 DH7487                          SUPERSEDED SURVEY CONTROL
 DH7487
 DH7487.No superseded survey control is available for this station.
 DH7487
 DH7487_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM386888(NAD 83)
 DH7487_MARKER: DD = SURVEY DISK
 DH7487_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH7487+WITH SETTING: INFORMATION.
 DH7487_STAMPING: A 186 RESET 1982
 DH7487_MARK LOGO: MEDT  
 DH7487_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH7487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH7487+STABILITY: SURFACE MOTION
 DH7487_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH7487+SATELLITE: SATELLITE OBSERVATIONS - 1982
 DH7487
 DH7487  HISTORY     - Date     Condition        Report By
 DH7487  HISTORY     - 1982     MONUMENTED       MEDT
 DH7487
 DH7487                          STATION DESCRIPTION
 DH7487
 DH7487'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1982
 DH7487'7.05 MILES NORTHERLY ALONG STATE ROUTE 11 FROM THE POST OFFICE IN
 DH7487'PORTAGE, 48.0 FEET EAST OF THE CENTERLINE OF HIGHWAY, 6 FEET EAST OF A
 DH7487'METAL WITNESS POST, A STANDARD 5/8 INCH METAL ROD DRIVEN 12.0 FEET TO
 DH7487'REFUSAL, WITH A AN ALUMINUM DISK THREADED ON TOP, ACCESS IS HAD
 DH7487'THROUGH A 4 INCH PVC PLUG WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0368 ***********************************************************************
 RF0368  DESIGNATION -  A 187
 RF0368  PID         -  RF0368
 RF0368  STATE/COUNTY-  ME/AROOSTOOK
 RF0368  USGS QUAD   -  LITTLE MACHIAS LAKE (1986)
 RF0368
 RF0368                         *CURRENT SURVEY CONTROL
 RF0368  ___________________________________________________________________
 RF0368* NAD 83(1986)-  46 39 24.     (N)    068 36 10.     (W)     SCALED    
 RF0368* NAVD 88     -       246.947  (meters)     810.19   (feet)  ADJUSTED  
 RF0368  ___________________________________________________________________
 RF0368  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 RF0368  DYNAMIC HT  -         246.971 (meters)     810.27  (feet)  COMP
 RF0368  MODELED GRAV-     980,704.1   (mgal)                       NAVD 88
 RF0368
 RF0368  VERT ORDER  -  FIRST     CLASS II
 RF0368
 RF0368.The horizontal coordinates were scaled from a topographic map and have
 RF0368.an estimated accuracy of +/- 6 seconds.
 RF0368
 RF0368.The orthometric height was determined by differential leveling
 RF0368.and adjusted by the National Geodetic Survey in June 1991..
 RF0368
 RF0368.The geoid height was determined by GEOID03.
 RF0368
 RF0368.The dynamic height is computed by dividing the NAVD 88
 RF0368.geopotential number by the normal gravity value computed on the
 RF0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0368.degrees latitude (g = 980.6199 gals.).
 RF0368
 RF0368.The modeled gravity was interpolated from observed gravity values.
 RF0368
 RF0368;                    North         East    Units  Estimated Accuracy
 RF0368;SPC ME E     -   332,270.      292,130.      MT  (+/- 180 meters Scaled)
 RF0368
 RF0368                          SUPERSEDED SURVEY CONTROL
 RF0368
 RF0368.No superseded survey control is available for this station.
 RF0368
 RF0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM303670(NAD 83)
 RF0368_MARKER: DB = BENCH MARK DISK
 RF0368_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RF0368_SP_SET: STAINLESS STEEL ROD
 RF0368_STAMPING: A 187 1978
 RF0368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0368
 RF0368  HISTORY     - Date     Condition        Report By
 RF0368  HISTORY     - 1978     MONUMENTED       NGS
 RF0368
 RF0368                          STATION DESCRIPTION
 RF0368
 RF0368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0368'4.05 MI WEST FROM SIX MILE CHECK POINT.
 RF0368'4.05 MILES WEST ALONG AMERICAN REALTY ROAD FROM SIX MILE CHECK POINT,
 RF0368'1.75 MILES NORTHWEST OF A 3.0 FT. METAL PIPE CULVERT FOR TEN MILE
 RF0368'BROOK AT THE T-JUNCTION OF A WOOD ROAD LEADING NORTH, 50.1 FT.
 RF0368'NORTH OF THE CENTER LINE OF THE ROAD, 24.0 FT. EAST OF THE CENTER
 RF0368'LINE OF THE WOODS ROAD, 8.5 FT. SOUTHEAST OF A 17-INCH TRIANGULAR
 RF0368'BLAZED PINE TREE, THE DISK IS 2 INCHES BELOW GROUND, ACCESS TO WHICH
 RF0368'IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1192 ***********************************************************************
 OC1192  DESIGNATION -  A 187 MEDT
 OC1192  PID         -  OC1192
 OC1192  STATE/COUNTY-  ME/YORK
 OC1192  USGS QUAD   -  KENNEBUNK (1983)
 OC1192
 OC1192                         *CURRENT SURVEY CONTROL
 OC1192  ___________________________________________________________________
 OC1192* NAD 83(1986)-  43 25 24.     (N)    070 33 08.     (W)     SCALED    
 OC1192* NAVD 88     -        26.171  (meters)      85.86   (feet)  ADJUSTED  
 OC1192  ___________________________________________________________________
 OC1192  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 OC1192  DYNAMIC HT  -          26.167 (meters)      85.85  (feet)  COMP
 OC1192  MODELED GRAV-     980,472.3   (mgal)                       NAVD 88
 OC1192
 OC1192  VERT ORDER  -  SECOND    CLASS I
 OC1192
 OC1192.The horizontal coordinates were scaled from a topographic map and have
 OC1192.an estimated accuracy of +/- 6 seconds.
 OC1192
 OC1192.The orthometric height was determined by differential leveling
 OC1192.and adjusted by the National Geodetic Survey in June 1991..
 OC1192
 OC1192.The geoid height was determined by GEOID03.
 OC1192
 OC1192.The dynamic height is computed by dividing the NAVD 88
 OC1192.geopotential number by the normal gravity value computed on the
 OC1192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1192.degrees latitude (g = 980.6199 gals.).
 OC1192
 OC1192.The modeled gravity was interpolated from observed gravity values.
 OC1192
 OC1192;                    North         East    Units  Estimated Accuracy
 OC1192;SPC ME W     -    65,620.      868,780.      MT  (+/- 180 meters Scaled)
 OC1192
 OC1192                          SUPERSEDED SURVEY CONTROL
 OC1192
 OC1192  NGVD 29 (??/??/92)   26.392  (m)           86.59   (f) ADJ UNCH    2 1
 OC1192
 OC1192.Superseded values are not recommended for survey control.
 OC1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1192.See file dsdata.txt to determine how the superseded data were derived.
 OC1192
 OC1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ743089(NAD 83)
 OC1192_MARKER: DD = SURVEY DISK
 OC1192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC1192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OC1192_STAMPING: A-187 8-15-74
 OC1192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC1192+STABILITY: SURFACE MOTION
 OC1192
 OC1192  HISTORY     - Date     Condition        Report By
 OC1192  HISTORY     - 1974     MONUMENTED       MEDT
 OC1192
 OC1192                          STATION DESCRIPTION
 OC1192
 OC1192'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 OC1192'5.1 MI SW FROM BIDDEFORD.
 OC1192'ABOUT 5.1 MILES SOUTHWESTERLY ALONG THE MAINE TURNPIKE SOUTHBOUND FROM
 OC1192'TOLL GATE NO. 4 (BIDDEFORD) AND ABOUT 1.3 MILES NORTHEASTERLY OF THE
 OC1192'EXIT 3 TOLL GATE (KENNEBUNK), AT MILE POST 25 IN KENNEBUNK, 123 FEET
 OC1192'NORTHWEST OF THE CENTERLINE, AND ABOUT LEVEL WITH THE SURFACE OF THE
 OC1192'MAINE TURNPIKE SOUTHBOUND.  A DISK SET FLUSH IN THE TOP OF A
 OC1192'CYLINDRICAL CONCRETE POST, 2.1 FEET SOUTHEAST OF THE RIGHT-OF-WAY
 OC1192'FENCE AND 1.4 FEET SOUTHEAST OF A METAL WITNESS POST, AND PROJECTING 2
 OC1192'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1179 ***********************************************************************
 QG1179  DESIGNATION -  A 187 X
 QG1179  PID         -  QG1179
 QG1179  STATE/COUNTY-  ME/AROOSTOOK
 QG1179  USGS QUAD   -  MOLUNKUS LAKE (1988)
 QG1179
 QG1179                         *CURRENT SURVEY CONTROL
 QG1179  ___________________________________________________________________
 QG1179* NAD 83(1986)-  45 37 38.     (N)    068 15 59.     (W)     SCALED    
 QG1179* NAVD 88     -        98.541  (meters)     323.30   (feet)  ADJUSTED  
 QG1179  ___________________________________________________________________
 QG1179  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 QG1179  DYNAMIC HT  -          98.542 (meters)     323.30  (feet)  COMP
 QG1179  MODELED GRAV-     980,628.3   (mgal)                       NAVD 88
 QG1179
 QG1179  VERT ORDER  -  FIRST     CLASS II
 QG1179
 QG1179.The horizontal coordinates were scaled from a topographic map and have
 QG1179.an estimated accuracy of +/- 6 seconds.
 QG1179
 QG1179.The orthometric height was determined by differential leveling
 QG1179.and adjusted by the National Geodetic Survey in June 1991..
 QG1179
 QG1179.The geoid height was determined by GEOID03.
 QG1179
 QG1179.The dynamic height is computed by dividing the NAVD 88
 QG1179.geopotential number by the normal gravity value computed on the
 QG1179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1179.degrees latitude (g = 980.6199 gals.).
 QG1179
 QG1179.The modeled gravity was interpolated from observed gravity values.
 QG1179
 QG1179;                    North         East    Units  Estimated Accuracy
 QG1179;SPC ME E     -   217,870.      318,220.      MT  (+/- 180 meters Scaled)
 QG1179
 QG1179                          SUPERSEDED SURVEY CONTROL
 QG1179
 QG1179.No superseded survey control is available for this station.
 QG1179
 QG1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL571528(NAD 83)
 QG1179_MARKER: DB = BENCH MARK DISK
 QG1179_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QG1179_SP_SET: CONCRETE HEADWALL
 QG1179_STAMPING: A 187 X 1978
 QG1179_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG1179
 QG1179  HISTORY     - Date     Condition        Report By
 QG1179  HISTORY     - 1978     MONUMENTED       NGS
 QG1179
 QG1179                          STATION DESCRIPTION
 QG1179
 QG1179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1179'0.8 MI WEST FROM MACWAHOC.
 QG1179'0.8 MILE WEST ALONG U.S. HIGHWAY 2 FROM ITS JUNCTION WITH U.S.
 QG1179'HIGHWAY 2A AT MACWAHOC TO THE WEST END OF A CONCRETE AND STEEL BRIDGE
 QG1179'ACROSS THE MOLUNKUS STREAM, 15.6 FT. NORTH OF CENTER LINE OF HIGHWAY.
 QG1179'DISK IS SET IN TOP OF THE NORTHWEST HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0387 ***********************************************************************
 RF0387  DESIGNATION -  A 188
 RF0387  PID         -  RF0387
 RF0387  STATE/COUNTY-  ME/AROOSTOOK
 RF0387  USGS QUAD   -  MOOSELEUK LAKE (1985)
 RF0387
 RF0387                         *CURRENT SURVEY CONTROL
 RF0387  ___________________________________________________________________
 RF0387* NAD 83(1986)-  46 37 12.     (N)    068 56 10.     (W)     SCALED    
 RF0387* NAVD 88     -       305.093  (meters)    1000.96   (feet)  ADJUSTED  
 RF0387  ___________________________________________________________________
 RF0387  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 RF0387  DYNAMIC HT  -         305.114 (meters)    1001.03  (feet)  COMP
 RF0387  MODELED GRAV-     980,671.7   (mgal)                       NAVD 88
 RF0387
 RF0387  VERT ORDER  -  FIRST     CLASS II
 RF0387
 RF0387.The horizontal coordinates were scaled from a topographic map and have
 RF0387.an estimated accuracy of +/- 6 seconds.
 RF0387
 RF0387.The orthometric height was determined by differential leveling
 RF0387.and adjusted by the National Geodetic Survey in June 1991..
 RF0387
 RF0387.The geoid height was determined by GEOID03.
 RF0387
 RF0387.The dynamic height is computed by dividing the NAVD 88
 RF0387.geopotential number by the normal gravity value computed on the
 RF0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0387.degrees latitude (g = 980.6199 gals.).
 RF0387
 RF0387.The modeled gravity was interpolated from observed gravity values.
 RF0387
 RF0387;                    North         East    Units  Estimated Accuracy
 RF0387;SPC ME E     -   328,280.      266,600.      MT  (+/- 180 meters Scaled)
 RF0387
 RF0387                          SUPERSEDED SURVEY CONTROL
 RF0387
 RF0387.No superseded survey control is available for this station.
 RF0387
 RF0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM048629(NAD 83)
 RF0387_MARKER: DB = BENCH MARK DISK
 RF0387_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RF0387_SP_SET: STAINLESS STEEL ROD
 RF0387_STAMPING: A 188 1978
 RF0387_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0387
 RF0387  HISTORY     - Date     Condition        Report By
 RF0387  HISTORY     - 1978     MONUMENTED       NGS
 RF0387
 RF0387                          STATION DESCRIPTION
 RF0387
 RF0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0387'25.4 MI WEST FROM SIX MILE CHECK POINT.
 RF0387'10.85 MILES WEST ALONG AMERICAN REALTY ROAD FROM SIX MILE CHECK
 RF0387'POINT, THENCE 14.5 MILES WEST ALONG MAIN TRAVELED GRAVEL ROAD, 0.75
 RF0387'MILE SOUTH OF MILE MARKER 30, 0.6 MILE SOUTH OF THE Y-JUNCTION OF A
 RF0387'GRAVEL ROAD LEADING EAST, 0.5 MILE SOUTH OF A SMALL WOODEN BRIDGE
 RF0387'OVER FARRAR BROOK, 0.05 MILE SOUTH OF THE BOTTOM OF GRADE, 47.5
 RF0387'FEET WEST OF THE CENTER LINE OF THE ROAD, 302.0 FEET SOUTH OF THE
 RF0387'WEST END OF A 3-FT. METAL PIPE CULVERT, 10.8 FEET SOUTH OF A 13-
 RF0387'INCH TRIANGULAR BLAZED FIR TREE. THE DISK IS 1-INCH BELOW GROUND,
 RF0387'ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1196 ***********************************************************************
 OC1196  DESIGNATION -  A 188 MEDT
 OC1196  PID         -  OC1196
 OC1196  STATE/COUNTY-  ME/YORK
 OC1196  USGS QUAD   -  KENNEBUNK (1983)
 OC1196
 OC1196                         *CURRENT SURVEY CONTROL
 OC1196  ___________________________________________________________________
 OC1196* NAD 83(1986)-  43 22 56.     (N)    070 34 28.     (W)     SCALED    
 OC1196* NAVD 88     -        26.282  (meters)      86.23   (feet)  ADJUSTED  
 OC1196  ___________________________________________________________________
 OC1196  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 OC1196  DYNAMIC HT  -          26.278 (meters)      86.21  (feet)  COMP
 OC1196  MODELED GRAV-     980,469.5   (mgal)                       NAVD 88
 OC1196
 OC1196  VERT ORDER  -  SECOND    CLASS I
 OC1196
 OC1196.The horizontal coordinates were scaled from a topographic map and have
 OC1196.an estimated accuracy of +/- 6 seconds.
 OC1196
 OC1196.The orthometric height was determined by differential leveling
 OC1196.and adjusted by the National Geodetic Survey in June 1991..
 OC1196
 OC1196.The geoid height was determined by GEOID03.
 OC1196
 OC1196.The dynamic height is computed by dividing the NAVD 88
 OC1196.geopotential number by the normal gravity value computed on the
 OC1196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1196.degrees latitude (g = 980.6199 gals.).
 OC1196
 OC1196.The modeled gravity was interpolated from observed gravity values.
 OC1196
 OC1196;                    North         East    Units  Estimated Accuracy
 OC1196;SPC ME W     -    61,060.      866,960.      MT  (+/- 180 meters Scaled)
 OC1196
 OC1196                          SUPERSEDED SURVEY CONTROL
 OC1196
 OC1196  NGVD 29 (??/??/92)   26.504  (m)           86.96   (f) ADJ UNCH    2 1
 OC1196
 OC1196.Superseded values are not recommended for survey control.
 OC1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1196.See file dsdata.txt to determine how the superseded data were derived.
 OC1196
 OC1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ724044(NAD 83)
 OC1196_MARKER: DD = SURVEY DISK
 OC1196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC1196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OC1196_STAMPING: A-188 8-15-74
 OC1196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC1196+STABILITY: SURFACE MOTION
 OC1196
 OC1196  HISTORY     - Date     Condition        Report By
 OC1196  HISTORY     - 1974     MONUMENTED       MEDT
 OC1196
 OC1196                          STATION DESCRIPTION
 OC1196
 OC1196'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 OC1196'1.7 MI SW FROM KENNEBUNK.
 OC1196'ABOUT 1.7 MILES SOUTHWESTERLY ALONG THE MAINE TURNPIKE SOUTHBOUND FROM
 OC1196'TOLL GATE NO. 3 (KENNEBUNK), AT MILE POST 22, 123 FEET NORTHWEST OF
 OC1196'THE CENTERLINE AND ABOUT 1 FOOT ABOVE THE SURFACE OF THE MAINE
 OC1196'TURNPIKE SOUTHBOUND.  A DISK SET FLUSH IN THE TOP OF A CYLINDRICAL
 OC1196'CONCRETE POST 2.1 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE, AND 1.4
 OC1196'FEET SOUTHEAST OF A METAL WITNESS POST, AND PROJECTING 3 INCHES ABOVE
 OC1196'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0450 ***********************************************************************
 RF0450  DESIGNATION -  A 189
 RF0450  PID         -  RF0450
 RF0450  STATE/COUNTY-  ME/AROOSTOOK
 RF0450  USGS QUAD   -  EASTMAN BROOK (1986)
 RF0450
 RF0450                         *CURRENT SURVEY CONTROL
 RF0450  ___________________________________________________________________
 RF0450* NAD 83(1986)-  46 36 00.     (N)    069 59 36.     (W)     SCALED    
 RF0450* NAVD 88     -       336.192  (meters)    1102.99   (feet)  ADJUSTED  
 RF0450  ___________________________________________________________________
 RF0450  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 RF0450  DYNAMIC HT  -         336.202 (meters)    1103.02  (feet)  COMP
 RF0450  MODELED GRAV-     980,632.9   (mgal)                       NAVD 88
 RF0450
 RF0450  VERT ORDER  -  FIRST     CLASS II
 RF0450
 RF0450.The horizontal coordinates were scaled from a topographic map and have
 RF0450.an estimated accuracy of +/- 6 seconds.
 RF0450
 RF0450.The orthometric height was determined by differential leveling
 RF0450.and adjusted by the National Geodetic Survey in June 1991..
 RF0450
 RF0450.The geoid height was determined by GEOID03.
 RF0450
 RF0450.The dynamic height is computed by dividing the NAVD 88
 RF0450.geopotential number by the normal gravity value computed on the
 RF0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0450.degrees latitude (g = 980.6199 gals.).
 RF0450
 RF0450.The modeled gravity was interpolated from observed gravity values.
 RF0450
 RF0450;                    North         East    Units  Estimated Accuracy
 RF0450;SPC ME E     -   327,050.      185,590.      MT  (+/- 180 meters Scaled)
 RF0450
 RF0450                          SUPERSEDED SURVEY CONTROL
 RF0450
 RF0450.No superseded survey control is available for this station.
 RF0450
 RF0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM239611(NAD 83)
 RF0450_MARKER: DB = BENCH MARK DISK
 RF0450_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RF0450_SP_SET: STAINLESS STEEL ROD
 RF0450_STAMPING: A 189 1978
 RF0450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0450
 RF0450  HISTORY     - Date     Condition        Report By
 RF0450  HISTORY     - 1978     MONUMENTED       NGS
 RF0450
 RF0450                          STATION DESCRIPTION
 RF0450
 RF0450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0450'1.05 MI EAST FROM DAAQUAM.
 RF0450'1.05 MILES EAST ALONG THE MAIN TRAVELED GRAVEL ROAD FROM THE U.S.
 RF0450'CUSTOMS OFFICE AT DAAQUAM, 0.55 MILE WEST OF THE EAST END OF A
 RF0450'BRIDGE OVER THE NORTHWEST BRANCH OF THE ST. JOHN RIVER, 33.0 FEET
 RF0450'SOUTH OF THE CENTER LINE OF THE ROAD, 51.0 FEET SOUTHEAST OF THE
 RF0450'EAST END OF A WOODEN CULVERT, 43.3 FEET WEST OF AN 11-INCH TRIANGLE
 RF0450'BLAZED BIRCH TREE. THE DISK IS 1-INCH BELOW GROUND, ACCESS TO WHICH
 RF0450'IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1197 ***********************************************************************
 OC1197  DESIGNATION -  A 189 MEDT
 OC1197  PID         -  OC1197
 OC1197  STATE/COUNTY-  ME/YORK
 OC1197  USGS QUAD   -  WELLS (1979)
 OC1197
 OC1197                         *CURRENT SURVEY CONTROL
 OC1197  ___________________________________________________________________
 OC1197* NAD 83(1986)-  43 22 07.     (N)    070 34 56.     (W)     SCALED    
 OC1197* NAVD 88     -        27.161  (meters)      89.11   (feet)  ADJUSTED  
 OC1197  ___________________________________________________________________
 OC1197  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 OC1197  DYNAMIC HT  -          27.156 (meters)      89.09  (feet)  COMP
 OC1197  MODELED GRAV-     980,468.7   (mgal)                       NAVD 88
 OC1197
 OC1197  VERT ORDER  -  SECOND    CLASS I
 OC1197
 OC1197.The horizontal coordinates were scaled from a topographic map and have
 OC1197.an estimated accuracy of +/- 6 seconds.
 OC1197
 OC1197.The orthometric height was determined by differential leveling
 OC1197.and adjusted by the National Geodetic Survey in June 1991..
 OC1197
 OC1197.The geoid height was determined by GEOID03.
 OC1197
 OC1197.The dynamic height is computed by dividing the NAVD 88
 OC1197.geopotential number by the normal gravity value computed on the
 OC1197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1197.degrees latitude (g = 980.6199 gals.).
 OC1197
 OC1197.The modeled gravity was interpolated from observed gravity values.
 OC1197
 OC1197;                    North         East    Units  Estimated Accuracy
 OC1197;SPC ME W     -    59,550.      866,320.      MT  (+/- 180 meters Scaled)
 OC1197
 OC1197                          SUPERSEDED SURVEY CONTROL
 OC1197
 OC1197  NGVD 29 (??/??/92)   27.383  (m)           89.84   (f) ADJ UNCH    2 1
 OC1197
 OC1197.Superseded values are not recommended for survey control.
 OC1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1197.See file dsdata.txt to determine how the superseded data were derived.
 OC1197
 OC1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ718029(NAD 83)
 OC1197_MARKER: DD = SURVEY DISK
 OC1197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC1197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OC1197_STAMPING: A-189 8-15-74
 OC1197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC1197+STABILITY: SURFACE MOTION
 OC1197
 OC1197  HISTORY     - Date     Condition        Report By
 OC1197  HISTORY     - 1974     MONUMENTED       MEDT
 OC1197
 OC1197                          STATION DESCRIPTION
 OC1197
 OC1197'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 OC1197'2.7 MI SW FROM KENNEBUNK.
 OC1197'ABOUT 2.7 MILES SOUTHWESTERLY ALONG THE MAINE TURNPIKE SOUTHBOUND FROM
 OC1197'TOLL GATE NO. 3 (KENNEBUNK), ALSO 0.4 MILES SOUTH OF WELLS-KENNEBUNK
 OC1197'TOWN LINE, AT MILE POST 21 IN WELLS, 123 FEET NORTHWESTERLY FROM THE
 OC1197'CENTERLINE AND ABOUT 5 FEET BELOW THE SURFACE OF THE MAINE TURNPIKE
 OC1197'SOUTHBOUND.  A DISK SET FLUSH IN THE TOP OF A CYLINDRICAL CONCRETE
 OC1197'POST 2.5 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE AND 1.0 FOOT
 OC1197'SOUTHEAST OF A METAL WITNESS POST, AND PROJECTING 4 INCHES ABOVE
 OC1197'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0883 ***********************************************************************
 PE0883  TIDAL BM    -  This is a Tidal Bench Mark.
 PE0883  DESIGNATION -  A 18=TIDAL MARK
 PE0883  PID         -  PE0883
 PE0883  STATE/COUNTY-  ME/KNOX
 PE0883  USGS QUAD   -  THOMASTON (1973)
 PE0883
 PE0883                         *CURRENT SURVEY CONTROL
 PE0883  ___________________________________________________________________
 PE0883* NAD 83(1986)-  44 04 24.     (N)    069 10 46.     (W)     SCALED    
 PE0883* NAVD 88     -        16.895  (meters)      55.43   (feet)  ADJUSTED  
 PE0883  ___________________________________________________________________
 PE0883  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 PE0883  DYNAMIC HT  -          16.893 (meters)      55.42  (feet)  COMP
 PE0883  MODELED GRAV-     980,523.0   (mgal)                       NAVD 88
 PE0883
 PE0883  VERT ORDER  -  SECOND    CLASS 0
 PE0883
 PE0883.The horizontal coordinates were scaled from a topographic map and have
 PE0883.an estimated accuracy of +/- 6 seconds.
 PE0883
 PE0883.The orthometric height was determined by differential leveling
 PE0883.and adjusted by the National Geodetic Survey in June 1991..
 PE0883
 PE0883.This Tidal Bench Mark is designated as VM 17281
 PE0883.by the Center for Operational Oceanographic Products and Services.
 PE0883
 PE0883.The geoid height was determined by GEOID03.
 PE0883
 PE0883.The dynamic height is computed by dividing the NAVD 88
 PE0883.geopotential number by the normal gravity value computed on the
 PE0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0883.degrees latitude (g = 980.6199 gals.).
 PE0883
 PE0883.The modeled gravity was interpolated from observed gravity values.
 PE0883
 PE0883;                    North         East    Units  Estimated Accuracy
 PE0883;SPC ME E     -    45,410.      245,580.      MT  (+/- 180 meters Scaled)
 PE0883
 PE0883                          SUPERSEDED SURVEY CONTROL
 PE0883
 PE0883  NGVD 29 (??/??/92)   17.105  (m)           56.12   (f) ADJ UNCH    2 0
 PE0883
 PE0883.Superseded values are not recommended for survey control.
 PE0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0883.See file dsdata.txt to determine how the superseded data were derived.
 PE0883
 PE0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ856800(NAD 83)
 PE0883_MARKER: DJ = TIDAL STATION DISK
 PE0883_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE0883_SP_SET: BUILDING
 PE0883_STAMPING: A 18 1933 56.119
 PE0883_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0883_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PE0883+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2004
 PE0883
 PE0883  HISTORY     - Date     Condition        Report By
 PE0883  HISTORY     - 1933     MONUMENTED       CGS
 PE0883  HISTORY     - 1962     GOOD             NGS
 PE0883  HISTORY     - 20040903 GOOD             USPSQD
 PE0883
 PE0883                          STATION DESCRIPTION
 PE0883
 PE0883'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PE0883'AT THOMASTON.
 PE0883'AT THOMASTON, ALONG THE MAINE CENTRAL RAILROAD, ABOUT 60 YARDS
 PE0883'EAST OF THE KNOX STREET CROSSING, SET VERTICALLY IN THE EAST
 PE0883'BRICK FACE OF THE FORMER RAILROAD STATION (NOW USED AS A
 PE0883'RESIDENCE), ACROSS THE TRACK FROM A LARGE FISH CANNING FACTORY,
 PE0883'12 FEET NORTH OF THE NORTH RAIL, 1 FOOT NORTH OF THE SOUTHEAST
 PE0883'CORNER OF THE BUILDING AND 1 1/2 FEET ABOVE THE LEVEL OF THE
 PE0883'GROUND.
 PE0883
 PE0883                          STATION RECOVERY (2004)
 PE0883
 PE0883'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMW)
 PE0883'THE OLD STATION IS NOW THE THOMASTON HISTORICAL SOCIETY. THE FISH
 PE0883'FACTORY IS NOW THE LYMAN MORSE BOATBUILDING FACILITY WITH SEVERAL NEW
 PE0883'BUILDINGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0583 ***********************************************************************
 PE0583  DESIGNATION -  A 19
 PE0583  PID         -  PE0583
 PE0583  STATE/COUNTY-  ME/WALDO
 PE0583  USGS QUAD   -  BUCKSPORT (1982)
 PE0583
 PE0583                         *CURRENT SURVEY CONTROL
 PE0583  ___________________________________________________________________
 PE0583* NAD 83(1986)-  44 30 52.     (N)    068 48 45.     (W)     SCALED    
 PE0583* NAVD 88     -        28.764  (meters)      94.37   (feet)  ADJUSTED  
 PE0583  ___________________________________________________________________
 PE0583  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 PE0583  DYNAMIC HT  -          28.762 (meters)      94.36  (feet)  COMP
 PE0583  MODELED GRAV-     980,549.8   (mgal)                       NAVD 88
 PE0583
 PE0583  VERT ORDER  -  SECOND    CLASS 0
 PE0583
 PE0583.The horizontal coordinates were scaled from a topographic map and have
 PE0583.an estimated accuracy of +/- 6 seconds.
 PE0583
 PE0583.The orthometric height was determined by differential leveling
 PE0583.and adjusted by the National Geodetic Survey in June 1991..
 PE0583
 PE0583.The geoid height was determined by GEOID03.
 PE0583
 PE0583.The dynamic height is computed by dividing the NAVD 88
 PE0583.geopotential number by the normal gravity value computed on the
 PE0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0583.degrees latitude (g = 980.6199 gals.).
 PE0583
 PE0583.The modeled gravity was interpolated from observed gravity values.
 PE0583
 PE0583;                    North         East    Units  Estimated Accuracy
 PE0583;SPC ME E     -    94,240.      275,160.      MT  (+/- 180 meters Scaled)
 PE0583
 PE0583                          SUPERSEDED SURVEY CONTROL
 PE0583
 PE0583  NGVD 29 (??/??/92)   28.984  (m)           95.09   (f) ADJ UNCH    2 0
 PE0583
 PE0583.Superseded values are not recommended for survey control.
 PE0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0583.See file dsdata.txt to determine how the superseded data were derived.
 PE0583
 PE0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK149290(NAD 83)
 PE0583_MARKER: DB = BENCH MARK DISK
 PE0583_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE0583_SP_SET: WALL
 PE0583_STAMPING: A 19 1933 95.092
 PE0583_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE0583
 PE0583  HISTORY     - Date     Condition        Report By
 PE0583  HISTORY     - 1933     MONUMENTED       CGS
 PE0583  HISTORY     - 1962     GOOD             NGS
 PE0583
 PE0583                          STATION DESCRIPTION
 PE0583
 PE0583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PE0583'0.1 MI N FROM SANDY POINT.
 PE0583'0.1 MILE NORTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM THE
 PE0583'STATION AT SANDY POINT, SET ON THE TOP OF THE NORTHEAST TIP OF
 PE0583'THE SOUTHEAST CONCRETE WINGWALL OF A RAILROAD OVERPASS OVER OLD
 PE0583'U.S. HIGHWAY 1, NEAR MILEAGE 7.51, 22 FEET EAST OF THE EAST
 PE0583'RAIL AND 1 FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0503 ***********************************************************************
 RF0503  DESIGNATION -  A 190
 RF0503  PID         -  RF0503
 RF0503  STATE/COUNTY-  ME/AROOSTOOK
 RF0503  USGS QUAD   -  SMYRNA MILLS (1986)
 RF0503
 RF0503                         *CURRENT SURVEY CONTROL
 RF0503  ___________________________________________________________________
 RF0503* NAD 83(1986)-  46 07 46.     (N)    068 09 58.     (W)     SCALED    
 RF0503* NAVD 88     -       175.324  (meters)     575.21   (feet)  ADJUSTED  
 RF0503  ___________________________________________________________________
 RF0503  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 RF0503  DYNAMIC HT  -         175.331 (meters)     575.23  (feet)  COMP
 RF0503  MODELED GRAV-     980,650.7   (mgal)                       NAVD 88
 RF0503
 RF0503  VERT ORDER  -  FIRST     CLASS II
 RF0503
 RF0503.The horizontal coordinates were scaled from a topographic map and have
 RF0503.an estimated accuracy of +/- 6 seconds.
 RF0503
 RF0503.The orthometric height was determined by differential leveling
 RF0503.and adjusted by the National Geodetic Survey in June 1991..
 RF0503
 RF0503.The geoid height was determined by GEOID03.
 RF0503
 RF0503.The dynamic height is computed by dividing the NAVD 88
 RF0503.geopotential number by the normal gravity value computed on the
 RF0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0503.degrees latitude (g = 980.6199 gals.).
 RF0503
 RF0503.The modeled gravity was interpolated from observed gravity values.
 RF0503
 RF0503;                    North         East    Units  Estimated Accuracy
 RF0503;SPC ME E     -   273,720.      325,800.      MT  (+/- 180 meters Scaled)
 RF0503
 RF0503                          SUPERSEDED SURVEY CONTROL
 RF0503
 RF0503.No superseded survey control is available for this station.
 RF0503
 RF0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM644087(NAD 83)
 RF0503_MARKER: DB = BENCH MARK DISK
 RF0503_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RF0503_SP_SET: WING WALL
 RF0503_STAMPING: A 190 1978
 RF0503_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0503
 RF0503  HISTORY     - Date     Condition        Report By
 RF0503  HISTORY     - 1978     MONUMENTED       NGS
 RF0503
 RF0503                          STATION DESCRIPTION
 RF0503
 RF0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0503'SMYRNA MILLS.
 RF0503'AT SMYRNA MILLS, AT THE JUNCTION OF U.S. HIGHWAY 2 AND STATE
 RF0503'HIGHWAY 212, AT THE NORTH CORNER OF THE CONCRETE BRIDGE OVER THE
 RF0503'MATTAWAMKEAK RIVER, IN THE TOP OF THE SOUTH END OF THE NORTH WING
 RF0503'WALL, 26.9 FEET NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1201 ***********************************************************************
 OC1201  DESIGNATION -  A 190 MEDT
 OC1201  PID         -  OC1201
 OC1201  STATE/COUNTY-  ME/YORK
 OC1201  USGS QUAD   -  WELLS (1979)
 OC1201
 OC1201                         *CURRENT SURVEY CONTROL
 OC1201  ___________________________________________________________________
 OC1201* NAD 83(1986)-  43 20 32.     (N)    070 35 50.     (W)     SCALED    
 OC1201* NAVD 88     -        33.284  (meters)     109.20   (feet)  ADJUSTED  
 OC1201  ___________________________________________________________________
 OC1201  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 OC1201  DYNAMIC HT  -          33.279 (meters)     109.18  (feet)  COMP
 OC1201  MODELED GRAV-     980,467.4   (mgal)                       NAVD 88
 OC1201
 OC1201  VERT ORDER  -  SECOND    CLASS I
 OC1201
 OC1201.The horizontal coordinates were scaled from a topographic map and have
 OC1201.an estimated accuracy of +/- 6 seconds.
 OC1201
 OC1201.The orthometric height was determined by differential leveling
 OC1201.and adjusted by the National Geodetic Survey in June 1991..
 OC1201
 OC1201.The geoid height was determined by GEOID03.
 OC1201
 OC1201.The dynamic height is computed by dividing the NAVD 88
 OC1201.geopotential number by the normal gravity value computed on the
 OC1201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1201.degrees latitude (g = 980.6199 gals.).
 OC1201
 OC1201.The modeled gravity was interpolated from observed gravity values.
 OC1201
 OC1201;                    North         East    Units  Estimated Accuracy
 OC1201;SPC ME W     -    56,620.      865,090.      MT  (+/- 180 meters Scaled)
 OC1201
 OC1201                          SUPERSEDED SURVEY CONTROL
 OC1201
 OC1201  NGVD 29 (??/??/92)   33.507  (m)          109.93   (f) ADJ UNCH    2 1
 OC1201
 OC1201.Superseded values are not recommended for survey control.
 OC1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1201.See file dsdata.txt to determine how the superseded data were derived.
 OC1201
 OC1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ705000(NAD 83)
 OC1201_MARKER: DD = SURVEY DISK
 OC1201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC1201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OC1201_STAMPING: A-190 8-19-74
 OC1201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC1201+STABILITY: SURFACE MOTION
 OC1201
 OC1201  HISTORY     - Date     Condition        Report By
 OC1201  HISTORY     - 1974     MONUMENTED       MEDT
 OC1201
 OC1201                          STATION DESCRIPTION
 OC1201
 OC1201'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 OC1201'4.7 MI SW FROM KENNEBUNK.
 OC1201'ABOUT 4.7 MILES SOUTHWESTERLY ALONG THE MAINE TURNPIKE SOUTHBOUND FROM
 OC1201'TOLL GATE NO. 3 (KENNEBUNK), AT MILE POST 19 IN WELLS, 123 FEET
 OC1201'NORTHWEST OF THE CENTERLINE AND ABOUT 5 FEET BELOW THE SURFACE OF THE
 OC1201'MAINE TURNPIKE SOUTHBOUND.  A DISK SET FLUSH IN THE TOP OF A
 OC1201'CYLINDRICAL CONCRETE POST 2.6 FEET SOUTHEAST OF THE RIGHT-OF-WAY
 OC1201'FENCE, 1.7 FEET SOUTHEAST OF A METAL WITNESS POST, AND PROJECTING 7
 OC1201'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0298 ***********************************************************************
 QF0298  DESIGNATION -  A 191
 QF0298  PID         -  QF0298
 QF0298  STATE/COUNTY-  ME/AROOSTOOK
 QF0298  USGS QUAD   -  JIMMEY MOUNTAIN (1988)
 QF0298
 QF0298                         *CURRENT SURVEY CONTROL
 QF0298  ___________________________________________________________________
 QF0298* NAD 83(1986)-  45 41 27.     (N)    067 53 26.     (W)     SCALED    
 QF0298* NAVD 88     -       133.215  (meters)     437.06   (feet)  ADJUSTED  
 QF0298  ___________________________________________________________________
 QF0298  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 QF0298  DYNAMIC HT  -         133.217 (meters)     437.06  (feet)  COMP
 QF0298  MODELED GRAV-     980,629.5   (mgal)                       NAVD 88
 QF0298
 QF0298  VERT ORDER  -  FIRST     CLASS II
 QF0298
 QF0298.The horizontal coordinates were scaled from a topographic map and have
 QF0298.an estimated accuracy of +/- 6 seconds.
 QF0298
 QF0298.The orthometric height was determined by differential leveling
 QF0298.and adjusted by the National Geodetic Survey in June 1991..
 QF0298
 QF0298.The geoid height was determined by GEOID03.
 QF0298
 QF0298.The dynamic height is computed by dividing the NAVD 88
 QF0298.geopotential number by the normal gravity value computed on the
 QF0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0298.degrees latitude (g = 980.6199 gals.).
 QF0298
 QF0298.The modeled gravity was interpolated from observed gravity values.
 QF0298
 QF0298;                    North         East    Units  Estimated Accuracy
 QF0298;SPC ME E     -   225,100.      347,470.      MT  (+/- 180 meters Scaled)
 QF0298
 QF0298                          SUPERSEDED SURVEY CONTROL
 QF0298
 QF0298.No superseded survey control is available for this station.
 QF0298
 QF0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL863602(NAD 83)
 QF0298_MARKER: DB = BENCH MARK DISK
 QF0298_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QF0298_SP_SET: STAINLESS STEEL ROD
 QF0298_STAMPING: A 191 1978
 QF0298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QF0298
 QF0298  HISTORY     - Date     Condition        Report By
 QF0298  HISTORY     - 1978     MONUMENTED       NGS
 QF0298
 QF0298                          STATION DESCRIPTION
 QF0298
 QF0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0298'2.6 MI SE FROM DANFORTH.
 QF0298'0.1 MILE NORTH ALONG MAIN STREET FROM THE TOWN HALL AT DANFORTH,
 QF0298'THENCE 2.5 MILES NORTHWEST ALONG BANCROFT ROAD, 50.0 FEET EAST
 QF0298'OF AND ACROSS ROAD FROM TELEPHONE POLE 365, 42.4 FEET NORTH OF THE
 QF0298'CENTER LINE OF TRACK ROAD LEADING EAST, 22.9 FEET EAST OF THE CENTER
 QF0298'LINE OF ROAD, 6.1 FEET SOUTH OF TELEPHONE POLE 36 WITH ONE GUY
 QF0298'WIRE ACROSS ROAD. DISK IS 2 INCHES BELOW GROUND, ACCESS TO WHICH IS
 QF0298'HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1202 ***********************************************************************
 OC1202  DESIGNATION -  A 191 MEDT
 OC1202  PID         -  OC1202
 OC1202  STATE/COUNTY-  ME/YORK
 OC1202  USGS QUAD   -  WELLS (1979)
 OC1202
 OC1202                         *CURRENT SURVEY CONTROL
 OC1202  ___________________________________________________________________
 OC1202* NAD 83(1986)-  43 19 50.     (N)    070 36 14.     (W)     SCALED    
 OC1202* NAVD 88     -        36.415  (meters)     119.47   (feet)  ADJUSTED  
 OC1202  ___________________________________________________________________
 OC1202  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 OC1202  DYNAMIC HT  -          36.410 (meters)     119.46  (feet)  COMP
 OC1202  MODELED GRAV-     980,466.8   (mgal)                       NAVD 88
 OC1202
 OC1202  VERT ORDER  -  SECOND    CLASS I
 OC1202
 OC1202.The horizontal coordinates were scaled from a topographic map and have
 OC1202.an estimated accuracy of +/- 6 seconds.
 OC1202
 OC1202.The orthometric height was determined by differential leveling
 OC1202.and adjusted by the National Geodetic Survey in June 1991..
 OC1202
 OC1202.The geoid height was determined by GEOID03.
 OC1202
 OC1202.The dynamic height is computed by dividing the NAVD 88
 OC1202.geopotential number by the normal gravity value computed on the
 OC1202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1202.degrees latitude (g = 980.6199 gals.).
 OC1202
 OC1202.The modeled gravity was interpolated from observed gravity values.
 OC1202
 OC1202;                    North         East    Units  Estimated Accuracy
 OC1202;SPC ME W     -    55,330.      864,540.      MT  (+/- 180 meters Scaled)
 OC1202
 OC1202                          SUPERSEDED SURVEY CONTROL
 OC1202
 OC1202  NGVD 29 (??/??/92)   36.638  (m)          120.20   (f) ADJ UNCH    2 1
 OC1202
 OC1202.Superseded values are not recommended for survey control.
 OC1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1202.See file dsdata.txt to determine how the superseded data were derived.
 OC1202
 OC1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH699987(NAD 83)
 OC1202_MARKER: DD = SURVEY DISK
 OC1202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC1202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OC1202_STAMPING: A-191 8-19-74
 OC1202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC1202+STABILITY: SURFACE MOTION
 OC1202
 OC1202  HISTORY     - Date     Condition        Report By
 OC1202  HISTORY     - 1974     MONUMENTED       MEDT
 OC1202
 OC1202                          STATION DESCRIPTION
 OC1202
 OC1202'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 OC1202'5.7 MI SW FROM KENNEBUNK.
 OC1202'ABOUT 5.7 MILES SOUTHWESTERLY ALONG THE MAINE TURNPIKE SOUTHBOUND FROM
 OC1202'TOLL GATE NO. 3 (KENNEBUNK) AND ABOUT 0.45 MILES NORTHEASTERLY FROM
 OC1202'THE EXIT NO. 2 OVERPASS CROSSING OF THE MAINE TURNPIKE
 OC1202'(WELLS-SANFORD), AT MILE POST 18 IN WELLS, 122 FEET NORTHWEST OF THE
 OC1202'CENTERLINE AND 3 1/2 FEET BELOW THE SURFACE OF THE MAINE TURNPIKE
 OC1202'SOUTHBOUND.  A DISK SET FLUSH IN THE TOP OF A CYLINDRICAL CONCRETE
 OC1202'POST 3.3 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE AND 1.5 FEET
 OC1202'SOUTHEAST OF A METAL WITNESS POST, AND PROJECTING 2 INCHES ABOVE
 OC1202'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0192 ***********************************************************************
 QF0192  DESIGNATION -  A 192
 QF0192  PID         -  QF0192
 QF0192  STATE/COUNTY-  ME/WASHINGTON
 QF0192  USGS QUAD   -  TOMAH MOUNTAIN (1988)
 QF0192
 QF0192                         *CURRENT SURVEY CONTROL
 QF0192  ___________________________________________________________________
 QF0192* NAD 83(1986)-  45 26 25.     (N)    067 41 26.     (W)     SCALED    
 QF0192* NAVD 88     -       166.417  (meters)     545.99   (feet)  ADJUSTED  
 QF0192  ___________________________________________________________________
 QF0192  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 QF0192  DYNAMIC HT  -         166.414 (meters)     545.98  (feet)  COMP
 QF0192  MODELED GRAV-     980,592.1   (mgal)                       NAVD 88
 QF0192
 QF0192  VERT ORDER  -  FIRST     CLASS II
 QF0192
 QF0192.The horizontal coordinates were scaled from a topographic map and have
 QF0192.an estimated accuracy of +/- 6 seconds.
 QF0192
 QF0192.The orthometric height was determined by differential leveling
 QF0192.and adjusted by the National Geodetic Survey in June 1991..
 QF0192
 QF0192.The geoid height was determined by GEOID03.
 QF0192
 QF0192.The dynamic height is computed by dividing the NAVD 88
 QF0192.geopotential number by the normal gravity value computed on the
 QF0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0192.degrees latitude (g = 980.6199 gals.).
 QF0192
 QF0192.The modeled gravity was interpolated from observed gravity values.
 QF0192
 QF0192;                    North         East    Units  Estimated Accuracy
 QF0192;SPC ME E     -   197,390.      363,330.      MT  (+/- 180 meters Scaled)
 QF0192
 QF0192                          SUPERSEDED SURVEY CONTROL
 QF0192
 QF0192.No superseded survey control is available for this station.
 QF0192
 QF0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL024326(NAD 83)
 QF0192_MARKER: DB = BENCH MARK DISK
 QF0192_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QF0192_SP_SET: STAINLESS STEEL ROD
 QF0192_STAMPING: A 192 1978
 QF0192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QF0192
 QF0192  HISTORY     - Date     Condition        Report By
 QF0192  HISTORY     - 1978     MONUMENTED       NGS
 QF0192
 QF0192                          STATION DESCRIPTION
 QF0192
 QF0192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0192'2.6 MI NE FROM TOPSFIELD.
 QF0192'2.6 MILES NORTHEAST ALONG STATE HIGHWAY 6 FROM THE POST OFFICE AT
 QF0192'TOPSFIELD, 29.0 FEET WEST OF A 42-INCH OAK TREE, 37.9 FEET NORTH
 QF0192'OF THE CENTER LINE OF HIGHWAY, 24.3 FEET EAST OF A 27-INCH ELM
 QF0192'TREE, 3.9 FEET EAST OF POWER POLE NUMBER 53 WITH ONE TRANSFORMER
 QF0192'AND ONE GUY WIRE. DISK IS 4 INCHES BELOW GROUND, ACCESS TO WHICH IS
 QF0192'HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1206 ***********************************************************************
 OC1206  DESIGNATION -  A 192 MEDT
 OC1206  PID         -  OC1206
 OC1206  STATE/COUNTY-  ME/YORK
 OC1206  USGS QUAD   -  WELLS (1979)
 OC1206
 OC1206                         *CURRENT SURVEY CONTROL
 OC1206  ___________________________________________________________________
 OC1206* NAD 83(1986)-  43 17 20.     (N)    070 36 59.     (W)     SCALED    
 OC1206* NAVD 88     -        34.539  (meters)     113.32   (feet)  ADJUSTED  
 OC1206  ___________________________________________________________________
 OC1206  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 OC1206  DYNAMIC HT  -          34.534 (meters)     113.30  (feet)  COMP
 OC1206  MODELED GRAV-     980,465.5   (mgal)                       NAVD 88
 OC1206
 OC1206  VERT ORDER  -  SECOND    CLASS I
 OC1206
 OC1206.The horizontal coordinates were scaled from a topographic map and have
 OC1206.an estimated accuracy of +/- 6 seconds.
 OC1206
 OC1206.The orthometric height was determined by differential leveling
 OC1206.and adjusted by the National Geodetic Survey in June 1991..
 OC1206
 OC1206.The geoid height was determined by GEOID03.
 OC1206
 OC1206.The dynamic height is computed by dividing the NAVD 88
 OC1206.geopotential number by the normal gravity value computed on the
 OC1206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1206.degrees latitude (g = 980.6199 gals.).
 OC1206
 OC1206.The modeled gravity was interpolated from observed gravity values.
 OC1206
 OC1206;                    North         East    Units  Estimated Accuracy
 OC1206;SPC ME W     -    50,710.      863,500.      MT  (+/- 180 meters Scaled)
 OC1206
 OC1206                          SUPERSEDED SURVEY CONTROL
 OC1206
 OC1206  NGVD 29 (??/??/92)   34.764  (m)          114.05   (f) ADJ UNCH    2 1
 OC1206
 OC1206.Superseded values are not recommended for survey control.
 OC1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1206.See file dsdata.txt to determine how the superseded data were derived.
 OC1206
 OC1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH688941(NAD 83)
 OC1206_MARKER: DD = SURVEY DISK
 OC1206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC1206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OC1206_STAMPING: A-192 8-20-74
 OC1206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC1206+STABILITY: SURFACE MOTION
 OC1206
 OC1206  HISTORY     - Date     Condition        Report By
 OC1206  HISTORY     - 1974     MONUMENTED       MEDT
 OC1206
 OC1206                          STATION DESCRIPTION
 OC1206
 OC1206'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 OC1206'2.75 MI SW FROM WELLS.
 OC1206'ABOUT 2.75 MILES SOUTHWESTERLY ALONG THE MAINE TURNPIKE SOUTHBOUND
 OC1206'FROM TOLL GATE NO. 2 (WELLS-SANFORD), ALSO ABOUT 2.55 MILES
 OC1206'SOUTHWESTERLY FROM EXIT NO. 2 OVERPASS CROSSING THE MAINE TURNPIKE
 OC1206'(WELLS-SANFORD), AT MILE POST 15 IN WELLS, 120 FEET NORTHWEST OF THE
 OC1206'CENTERLINE AND ABOUT 4.5 FEET BELOW THE SURFACE OF THE MAINE TURNPIKE
 OC1206'SOUTHBOUND.  A DISK SET FLUSH IN THE TOP OF A CYLINDRICAL CONCRETE
 OC1206'POST, 5.5 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE, 1.6 FEET SOUTHEAST
 OC1206'OF A METAL WITNESS POST, AND PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0676 ***********************************************************************
 RE0676  DESIGNATION -  A 193
 RE0676  PID         -  RE0676
 RE0676  STATE/COUNTY-  ME/AROOSTOOK
 RE0676  USGS QUAD   -  HOULTON SOUTH (1984)
 RE0676
 RE0676                         *CURRENT SURVEY CONTROL
 RE0676  ___________________________________________________________________
 RE0676* NAD 83(1986)-  46 06 39.     (N)    067 50 26.     (W)     SCALED    
 RE0676* NAVD 88     -       123.460  (meters)     405.05   (feet)  ADJUSTED  
 RE0676  ___________________________________________________________________
 RE0676  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 RE0676  DYNAMIC HT  -         123.467 (meters)     405.07  (feet)  COMP
 RE0676  MODELED GRAV-     980,673.2   (mgal)                       NAVD 88
 RE0676
 RE0676  VERT ORDER  -  FIRST     CLASS II
 RE0676
 RE0676.The horizontal coordinates were scaled from a topographic map and have
 RE0676.an estimated accuracy of +/- 6 seconds.
 RE0676
 RE0676.The orthometric height was determined by differential leveling
 RE0676.and adjusted by the National Geodetic Survey in June 1991..
 RE0676
 RE0676.The geoid height was determined by GEOID03.
 RE0676
 RE0676.The dynamic height is computed by dividing the NAVD 88
 RE0676.geopotential number by the normal gravity value computed on the
 RE0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0676.degrees latitude (g = 980.6199 gals.).
 RE0676
 RE0676.The modeled gravity was interpolated from observed gravity values.
 RE0676
 RE0676;                    North         East    Units  Estimated Accuracy
 RE0676;SPC ME E     -   271,800.      350,980.      MT  (+/- 180 meters Scaled)
 RE0676
 RE0676                          SUPERSEDED SURVEY CONTROL
 RE0676
 RE0676.No superseded survey control is available for this station.
 RE0676
 RE0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM895070(NAD 83)
 RE0676_MARKER: DB = BENCH MARK DISK
 RE0676_SETTING: 66 = SET IN ROCK OUTCROP
 RE0676_SP_SET: ROCK OUTCROP
 RE0676_STAMPING: A 193 1978
 RE0676_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RE0676+STABILITY: POSITION/ELEVATION WELL
 RE0676
 RE0676  HISTORY     - Date     Condition        Report By
 RE0676  HISTORY     - 1978     MONUMENTED       NGS
 RE0676
 RE0676                          STATION DESCRIPTION
 RE0676
 RE0676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RE0676'0.8 MI SOUTH FROM HOULTON.
 RE0676'0.8 MILES SOUTH ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 RE0676'HOULTON, 123.0 FEET NORTHWEST OF AND ACROSS THE HIGHWAY FROM POWER
 RE0676'POLE 853, 67.4 FEET SOUTHWEST OF AND ACROSS THE HIGHWAY FROM POWER
 RE0676'POLE 854, 27.0 FEET WEST OF CENTER LINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1210 ***********************************************************************
 OC1210  DESIGNATION -  A 193 MEDT
 OC1210  PID         -  OC1210
 OC1210  STATE/COUNTY-  ME/YORK
 OC1210  USGS QUAD   -  WELLS (1979)
 OC1210
 OC1210                         *CURRENT SURVEY CONTROL
 OC1210  ___________________________________________________________________
 OC1210* NAD 83(1986)-  43 15 23.     (N)    070 37 14.     (W)     SCALED    
 OC1210* NAVD 88     -        38.114  (meters)     125.05   (feet)  ADJUSTED  
 OC1210  ___________________________________________________________________
 OC1210  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 OC1210  DYNAMIC HT  -          38.108 (meters)     125.03  (feet)  COMP
 OC1210  MODELED GRAV-     980,463.9   (mgal)                       NAVD 88
 OC1210
 OC1210  VERT ORDER  -  SECOND    CLASS I
 OC1210
 OC1210.The horizontal coordinates were scaled from a topographic map and have
 OC1210.an estimated accuracy of +/- 6 seconds.
 OC1210
 OC1210.The orthometric height was determined by differential leveling
 OC1210.and adjusted by the National Geodetic Survey in June 1991..
 OC1210
 OC1210.The geoid height was determined by GEOID03.
 OC1210
 OC1210.The dynamic height is computed by dividing the NAVD 88
 OC1210.geopotential number by the normal gravity value computed on the
 OC1210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1210.degrees latitude (g = 980.6199 gals.).
 OC1210
 OC1210.The modeled gravity was interpolated from observed gravity values.
 OC1210
 OC1210;                    North         East    Units  Estimated Accuracy
 OC1210;SPC ME W     -    47,100.      863,150.      MT  (+/- 180 meters Scaled)
 OC1210
 OC1210                          SUPERSEDED SURVEY CONTROL
 OC1210
 OC1210  NGVD 29 (??/??/92)   38.339  (m)          125.78   (f) ADJ UNCH    2 1
 OC1210
 OC1210.Superseded values are not recommended for survey control.
 OC1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1210.See file dsdata.txt to determine how the superseded data were derived.
 OC1210
 OC1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH684905(NAD 83)
 OC1210_MARKER: DD = SURVEY DISK
 OC1210_SETTING: 66 = SET IN ROCK OUTCROP
 OC1210_SP_SET: ROCK OUTCROP
 OC1210_STAMPING: A-193 8-20-74
 OC1210_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC1210+STABILITY: POSITION/ELEVATION WELL
 OC1210
 OC1210  HISTORY     - Date     Condition        Report By
 OC1210  HISTORY     - 1974     MONUMENTED       MEDT
 OC1210
 OC1210                          STATION DESCRIPTION
 OC1210
 OC1210'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 OC1210'5 MI SW FROM WELLS.
 OC1210'ABOUT 5 MILES SOUTHWESTERLY ALONG THE MAINE TURNPIKE SOUTHBOUND FROM
 OC1210'TOLL GATE NO. 2 (WELLS-SANFORD), AND ALSO 0.35 MILES SOUTHWESTERLY OF
 OC1210'THE CAPTAIN THOMAS ROAD OVERPASS CROSSING THE MAINE TURNPIKE, IN
 OC1210'OGUNQUIT, 128 FEET NORTHWEST OF THE CENTERLINE AND 3 FEET ABOVE THE
 OC1210'SURFACE OF MAINE TURNPIKE SOUTHBOUND.  A DISK SET FLUSH IN THE TOP OF
 OC1210'THE LEDGE OUTCROP 3 FEET NORTHWEST (OUTSIDE) OF THE RIGHT-OF-WAY FENCE
 OC1210'LINE AND 6.6 FEET NORTH OF A WITNESS SIGN NAILED TO A 5 INCH PINE
 OC1210'TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0267 ***********************************************************************
 QF0267  DESIGNATION -  A 194
 QF0267  PID         -  QF0267
 QF0267  STATE/COUNTY-  ME/WASHINGTON
 QF0267  USGS QUAD   -  TOMAH MOUNTAIN (1988)
 QF0267
 QF0267                         *CURRENT SURVEY CONTROL
 QF0267  ___________________________________________________________________
 QF0267* NAD 83(1986)-  45 23 37.     (N)    067 43 10.     (W)     SCALED    
 QF0267* NAVD 88     -       120.688  (meters)     395.96   (feet)  ADJUSTED  
 QF0267  ___________________________________________________________________
 QF0267  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 QF0267  DYNAMIC HT  -         120.687 (meters)     395.95  (feet)  COMP
 QF0267  MODELED GRAV-     980,607.2   (mgal)                       NAVD 88
 QF0267
 QF0267  VERT ORDER  -  FIRST     CLASS II
 QF0267
 QF0267.The horizontal coordinates were scaled from a topographic map and have
 QF0267.an estimated accuracy of +/- 6 seconds.
 QF0267
 QF0267.The orthometric height was determined by differential leveling
 QF0267.and adjusted by the National Geodetic Survey in June 1991..
 QF0267
 QF0267.The geoid height was determined by GEOID03.
 QF0267
 QF0267.The dynamic height is computed by dividing the NAVD 88
 QF0267.geopotential number by the normal gravity value computed on the
 QF0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0267.degrees latitude (g = 980.6199 gals.).
 QF0267
 QF0267.The modeled gravity was interpolated from observed gravity values.
 QF0267
 QF0267;                    North         East    Units  Estimated Accuracy
 QF0267;SPC ME E     -   192,180.      361,120.      MT  (+/- 180 meters Scaled)
 QF0267
 QF0267                          SUPERSEDED SURVEY CONTROL
 QF0267
 QF0267.No superseded survey control is available for this station.
 QF0267
 QF0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL002274(NAD 83)
 QF0267_MARKER: DB = BENCH MARK DISK
 QF0267_SETTING: 66 = SET IN ROCK OUTCROP
 QF0267_SP_SET: OUTCROP
 QF0267_STAMPING: A 194 1978
 QF0267_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0267+STABILITY: POSITION/ELEVATION WELL
 QF0267
 QF0267  HISTORY     - Date     Condition        Report By
 QF0267  HISTORY     - 1978     MONUMENTED       NGS
 QF0267
 QF0267                          STATION DESCRIPTION
 QF0267
 QF0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0267'2.1 MI SOUTH FROM TOPSFIELD.
 QF0267'2.1 MILES SOUTH ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 QF0267'TOPSFIELD, 78.4 FEET EAST OF THE CENTER LINE OF HIGHWAY, 51.1 FEET
 QF0267'SOUTHEAST OF POWER POLE REA COOP 4 36 WITH ONE GUY WIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1211 ***********************************************************************
 OC1211  DESIGNATION -  A 194 MEDT
 OC1211  PID         -  OC1211
 OC1211  STATE/COUNTY-  ME/YORK
 OC1211  USGS QUAD   -  YORK HARBOR (1993)
 OC1211
 OC1211                         *CURRENT SURVEY CONTROL
 OC1211  ___________________________________________________________________
 OC1211* NAD 83(1986)-  43 14 34.     (N)    070 37 43.     (W)     SCALED    
 OC1211* NAVD 88     -        41.963  (meters)     137.67   (feet)  ADJUSTED  
 OC1211  ___________________________________________________________________
 OC1211  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 OC1211  DYNAMIC HT  -          41.956 (meters)     137.65  (feet)  COMP
 OC1211  MODELED GRAV-     980,461.7   (mgal)                       NAVD 88
 OC1211
 OC1211  VERT ORDER  -  SECOND    CLASS I
 OC1211
 OC1211.The horizontal coordinates were scaled from a topographic map and have
 OC1211.an estimated accuracy of +/- 6 seconds.
 OC1211
 OC1211.The orthometric height was determined by differential leveling
 OC1211.and adjusted by the National Geodetic Survey in June 1991..
 OC1211
 OC1211.The geoid height was determined by GEOID03.
 OC1211
 OC1211.The dynamic height is computed by dividing the NAVD 88
 OC1211.geopotential number by the normal gravity value computed on the
 OC1211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1211.degrees latitude (g = 980.6199 gals.).
 OC1211
 OC1211.The modeled gravity was interpolated from observed gravity values.
 OC1211
 OC1211;                    North         East    Units  Estimated Accuracy
 OC1211;SPC ME W     -    45,590.      862,480.      MT  (+/- 180 meters Scaled)
 OC1211
 OC1211                          SUPERSEDED SURVEY CONTROL
 OC1211
 OC1211  NGVD 29 (??/??/92)   42.189  (m)          138.42   (f) ADJ UNCH    2 1
 OC1211
 OC1211.Superseded values are not recommended for survey control.
 OC1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1211.See file dsdata.txt to determine how the superseded data were derived.
 OC1211
 OC1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH677890(NAD 83)
 OC1211_MARKER: DD = SURVEY DISK
 OC1211_SETTING: 66 = SET IN ROCK OUTCROP
 OC1211_SP_SET: ROCK LEDGE
 OC1211_STAMPING: A-194 8-19-74
 OC1211_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC1211+STABILITY: POSITION/ELEVATION WELL
 OC1211
 OC1211  HISTORY     - Date     Condition        Report By
 OC1211  HISTORY     - 1974     MONUMENTED       MEDT
 OC1211
 OC1211                          STATION DESCRIPTION
 OC1211
 OC1211'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 OC1211'6.1 MI SW FROM WELLS.
 OC1211'ABOUT 6.1 MILES SOUTHWESTERLY ALONG THE MAINE TURNPIKE SOUTHBOUND FROM
 OC1211'TOLL GATE NO. 2 (WELLS-SANFORD) AND ALSO 0.45 MILES SOUTHWESTERLY OF
 OC1211'THE NORTH BERWICK ROAD OVERPASS CROSSING THE MAINE TURNPIKE IN YORK,
 OC1211'115 FEET NORTHWEST OF THE CENTER OF THE TURNPIKE MEDIAN AREA AND ABOUT
 OC1211'LEVEL WITH THE SURFACE OF THE MAINE TURNPIKE SOUTHBOUND. A DISK SET
 OC1211'FLUSH IN THE TOP OF, AND AT THE SOUTHERN END, OF A LEDGE CUT 56 FEET
 OC1211'SOUTHEAST OF THE RIGHT-OF-WAY FENCE, 10 1/2 FEET SOUTH OF A METAL
 OC1211'WITNESS SIGN MAILED TO A 18 INCH PINE.  NOTE-- ALSO 3 1/2 FEET
 OC1211'NORTHWEST OF THE 5 FOOT VERTICAL LEDGE FACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0509 ***********************************************************************
 RF0509  DESIGNATION -  A 195
 RF0509  PID         -  RF0509
 RF0509  STATE/COUNTY-  ME/AROOSTOOK
 RF0509  USGS QUAD   -  SMYRNA MILLS (1986)
 RF0509
 RF0509                         *CURRENT SURVEY CONTROL
 RF0509  ___________________________________________________________________
 RF0509* NAD 83(1986)-  46 10 26.     (N)    068 14 28.     (W)     SCALED    
 RF0509* NAVD 88     -       322.642  (meters)    1058.53   (feet)  ADJUSTED  
 RF0509  ___________________________________________________________________
 RF0509  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 RF0509  DYNAMIC HT  -         322.651 (meters)    1058.56  (feet)  COMP
 RF0509  MODELED GRAV-     980,631.5   (mgal)                       NAVD 88
 RF0509
 RF0509  VERT ORDER  -  FIRST     CLASS II
 RF0509
 RF0509.The horizontal coordinates were scaled from a topographic map and have
 RF0509.an estimated accuracy of +/- 6 seconds.
 RF0509
 RF0509.The orthometric height was determined by differential leveling
 RF0509.and adjusted by the National Geodetic Survey in June 1991..
 RF0509
 RF0509.The geoid height was determined by GEOID03.
 RF0509
 RF0509.The dynamic height is computed by dividing the NAVD 88
 RF0509.geopotential number by the normal gravity value computed on the
 RF0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0509.degrees latitude (g = 980.6199 gals.).
 RF0509
 RF0509.The modeled gravity was interpolated from observed gravity values.
 RF0509
 RF0509;                    North         East    Units  Estimated Accuracy
 RF0509;SPC ME E     -   278,630.      319,990.      MT  (+/- 180 meters Scaled)
 RF0509
 RF0509                          SUPERSEDED SURVEY CONTROL
 RF0509
 RF0509.No superseded survey control is available for this station.
 RF0509
 RF0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM585136(NAD 83)
 RF0509_MARKER: DB = BENCH MARK DISK
 RF0509_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 RF0509_SP_SET: GALVANIZED STEEL ROD
 RF0509_STAMPING: A 195 1978
 RF0509_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0509
 RF0509  HISTORY     - Date     Condition        Report By
 RF0509  HISTORY     - 1978     MONUMENTED       NGS
 RF0509
 RF0509                          STATION DESCRIPTION
 RF0509
 RF0509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0509'5.1 MI NW FROM SMYRNA MILLS.
 RF0509'5.1 MILES NORTHWEST ALONG STATE HIGHHWAY 212 FROM THE JUNCTION OF
 RF0509'U.S. HIGHWAY 2 AT SMYRNA MILLS, 1.2 MILES NORTHWEST OF THE Y-
 RF0509'JUNCTION OF ROAD 5035 LEADING WEST, AT THE T-JUNCTION OF A DIRT
 RF0509'ROAD LEADING SOUTHWEST THROUGH A CLEARING AND INTO THE WOODS, 34.2
 RF0509'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 40.0 FEET
 RF0509'SOUTHEAST OF THE CENTER LINE OF THE DIRT ROAD, 6.2 FEET NORTH OF
 RF0509'A 4-INCH FIR TREE. THE DISK IS 1-INCH BELOW GROUND, ACCESS TO
 RF0509'WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1215 ***********************************************************************
 OC1215  DESIGNATION -  A 195 MEDT
 OC1215  PID         -  OC1215
 OC1215  STATE/COUNTY-  ME/YORK
 OC1215  USGS QUAD   -  YORK HARBOR (1993)
 OC1215
 OC1215                         *CURRENT SURVEY CONTROL
 OC1215  ___________________________________________________________________
 OC1215* NAD 83(1986)-  43 12 57.     (N)    070 38 23.     (W)     SCALED    
 OC1215* NAVD 88     -        48.350  (meters)     158.63   (feet)  ADJUSTED  
 OC1215  ___________________________________________________________________
 OC1215  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 OC1215  DYNAMIC HT  -          48.342 (meters)     158.60  (feet)  COMP
 OC1215  MODELED GRAV-     980,460.5   (mgal)                       NAVD 88
 OC1215
 OC1215  VERT ORDER  -  SECOND    CLASS I
 OC1215
 OC1215.The horizontal coordinates were scaled from a topographic map and have
 OC1215.an estimated accuracy of +/- 6 seconds.
 OC1215
 OC1215.The orthometric height was determined by differential leveling
 OC1215.and adjusted by the National Geodetic Survey in June 1991..
 OC1215
 OC1215.The geoid height was determined by GEOID03.
 OC1215
 OC1215.The dynamic height is computed by dividing the NAVD 88
 OC1215.geopotential number by the normal gravity value computed on the
 OC1215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1215.degrees latitude (g = 980.6199 gals.).
 OC1215
 OC1215.The modeled gravity was interpolated from observed gravity values.
 OC1215
 OC1215;                    North         East    Units  Estimated Accuracy
 OC1215;SPC ME W     -    42,600.      861,560.      MT  (+/- 180 meters Scaled)
 OC1215
 OC1215                          SUPERSEDED SURVEY CONTROL
 OC1215
 OC1215  NGVD 29 (??/??/92)   48.577  (m)          159.37   (f) ADJ UNCH    2 1
 OC1215
 OC1215.Superseded values are not recommended for survey control.
 OC1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1215.See file dsdata.txt to determine how the superseded data were derived.
 OC1215
 OC1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH668860(NAD 83)
 OC1215_MARKER: DD = SURVEY DISK
 OC1215_SETTING: 66 = SET IN ROCK OUTCROP
 OC1215_SP_SET: ROCK CUT
 OC1215_STAMPING: A-195 8-20-74
 OC1215_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC1215+STABILITY: POSITION/ELEVATION WELL
 OC1215
 OC1215  HISTORY     - Date     Condition        Report By
 OC1215  HISTORY     - 1974     MONUMENTED       MEDT
 OC1215
 OC1215                          STATION DESCRIPTION
 OC1215
 OC1215'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 OC1215'8.1 MI SW FROM WELLS.
 OC1215'ABOUT 8.1 MILES SOUTHWESTERLY ALONG THE MAINE TURNPIKE SOUTHBOUND FROM
 OC1215'TOLL GATE NO. 2 (WELLS-SANFORD), AND ALSO 0.55 MILES SOUTHWESTERLY
 OC1215'FROM THE AGAMENTICUS ROAD OVERPASS CROSSING THE MAINE TURNPIKE AT THE
 OC1215'NORTHERN EXTREMITY OF A 0.15 MILE LONG ROCK CUT IN THE TOWN OF YORK,
 OC1215'128 FEET NORTHWEST OF THE CENTER OF THE TURNPIKE MEDIAN AREA AND 4
 OC1215'FEET ABOVE THE SURFACE OF THE MAINE TURNPIKE SOUTHBOUND. A DISK SET
 OC1215'FLUSH IN THE ROCK, 12 FEET EASTERLY OF A WITNESS SIGN NAILED TO A 10
 OC1215'INCH PINE, AND 1 FOOT SOUTHEASTERLY OF THE 3 FOOT VERTICAL WEST FACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1216 ***********************************************************************
 OC1216  DESIGNATION -  A 196
 OC1216  PID         -  OC1216
 OC1216  STATE/COUNTY-  ME/YORK
 OC1216  USGS QUAD   -  YORK HARBOR (1993)
 OC1216
 OC1216                         *CURRENT SURVEY CONTROL
 OC1216  ___________________________________________________________________
 OC1216* NAD 83(1986)-  43 12 06.     (N)    070 38 39.     (W)     SCALED    
 OC1216* NAVD 88     -        39.586  (meters)     129.88   (feet)  ADJUSTED  
 OC1216  ___________________________________________________________________
 OC1216  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 OC1216  DYNAMIC HT  -          39.580 (meters)     129.86  (feet)  COMP
 OC1216  MODELED GRAV-     980,461.1   (mgal)                       NAVD 88
 OC1216
 OC1216  VERT ORDER  -  SECOND    CLASS I
 OC1216
 OC1216.The horizontal coordinates were scaled from a topographic map and have
 OC1216.an estimated accuracy of +/- 6 seconds.
 OC1216
 OC1216.The orthometric height was determined by differential leveling
 OC1216.and adjusted by the National Geodetic Survey in June 1991..
 OC1216
 OC1216.The geoid height was determined by GEOID03.
 OC1216
 OC1216.The dynamic height is computed by dividing the NAVD 88
 OC1216.geopotential number by the normal gravity value computed on the
 OC1216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1216.degrees latitude (g = 980.6199 gals.).
 OC1216
 OC1216.The modeled gravity was interpolated from observed gravity values.
 OC1216
 OC1216;                    North         East    Units  Estimated Accuracy
 OC1216;SPC ME W     -    41,030.      861,190.      MT  (+/- 180 meters Scaled)
 OC1216
 OC1216                          SUPERSEDED SURVEY CONTROL
 OC1216
 OC1216  NGVD 29 (??/??/92)   39.814  (m)          130.62   (f) ADJ UNCH    2 1
 OC1216
 OC1216.Superseded values are not recommended for survey control.
 OC1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1216.See file dsdata.txt to determine how the superseded data were derived.
 OC1216
 OC1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH664845(NAD 83)
 OC1216_MARKER: DD = SURVEY DISK
 OC1216_SETTING: 66 = SET IN ROCK OUTCROP
 OC1216_SP_SET: ROCK LEDGE
 OC1216_STAMPING: A-196 8-20-74
 OC1216_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC1216+STABILITY: POSITION/ELEVATION WELL
 OC1216
 OC1216  HISTORY     - Date     Condition        Report By
 OC1216  HISTORY     - 1974     MONUMENTED       MEDT
 OC1216  HISTORY     - 1975     GOOD             MEDT
 OC1216
 OC1216                          STATION DESCRIPTION
 OC1216
 OC1216'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 OC1216'9.1 MI SW FROM WELLS.
 OC1216'ABOUT 9.1 MILES SOUTHWESTERLY ALONG THE MAINE TURNPIKE SOUTHBOUND FROM
 OC1216'TOLL GATE NO. 2 (WELLS-SANFORD), AND 0.20 MILES SOUTHWESTERLY FROM THE
 OC1216'MOUNTAIN ROAD OVERPASS CROSSING THE MAINE TURNPIKE AND 3.05 MILES
 OC1216'NORTHEASTERLY FROM TOLL GATE NO. 1 IN YORK, 106 FEET NORTHWEST OF THE
 OC1216'CENTER OF THE TURNPIKE MEDIAN AND ABOUT 1 FOOT BELOW THE SURFACE OF
 OC1216'THE MAINE TURNPIKE SOUTHBOUND.  A DISK SET VERTICALLY 90 FEET
 OC1216'SOUTHERLY FROM THE NORTHERN EXTREMITY OF THE 150 FOOT LEDGE EXPOSURE,
 OC1216'3 FEET ABOVE GROUND ON THE 10 FOOT VERTICAL LEDGE FACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0720 ***********************************************************************
 PF0720  FBN         -  This is a Federal Base Network Control Station.
 PF0720  DESIGNATION -  A 196
 PF0720  PID         -  PF0720
 PF0720  STATE/COUNTY-  ME/ANDROSCOGGIN
 PF0720  USGS QUAD   -  MINOT (1981)
 PF0720
 PF0720                         *CURRENT SURVEY CONTROL
 PF0720  ___________________________________________________________________
 PF0720* NAD 83(1996)-  44 01 26.74830(N)    070 16 37.39679(W)     ADJUSTED  
 PF0720* NAVD 88     -        65.898  (meters)     216.20   (feet)  ADJUSTED  
 PF0720  ___________________________________________________________________
 PF0720  X           -   1,550,227.590 (meters)                     COMP
 PF0720  Y           -  -4,324,160.465 (meters)                     COMP
 PF0720  Z           -   4,410,044.675 (meters)                     COMP
 PF0720  LAPLACE CORR-           3.62  (seconds)                    DEFLEC99
 PF0720  ELLIP HEIGHT-          39.51  (meters)          (04/26/01) GPS OBS
 PF0720  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 PF0720  DYNAMIC HT  -          65.890 (meters)     216.17  (feet)  COMP
 PF0720  MODELED GRAV-     980,497.1   (mgal)                       NAVD 88
 PF0720  OBS GRAVITY -     980,502.8   (mgal)                       GRAV_OBS
 PF0720
 PF0720  HORZ ORDER  -  B
 PF0720  VERT ORDER  -  FIRST     CLASS II
 PF0720  ELLP ORDER  -  FOURTH    CLASS I
 PF0720
 PF0720.This mark is at Auburn Airport (LEW)
 PF0720
 PF0720.The horizontal coordinates were established by GPS observations
 PF0720.and adjusted by the National Geodetic Survey in July 1997..
 PF0720
 PF0720.The orthometric height was determined by differential leveling
 PF0720.and adjusted by the National Geodetic Survey in June 1991..
 PF0720
 PF0720.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PF0720
 PF0720.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF0720
 PF0720.The ellipsoidal height was determined by GPS observations
 PF0720.and is referenced to NAD 83.
 PF0720
 PF0720.The geoid height was determined by GEOID03.
 PF0720
 PF0720.The dynamic height is computed by dividing the NAVD 88
 PF0720.geopotential number by the normal gravity value computed on the
 PF0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0720.degrees latitude (g = 980.6199 gals.).
 PF0720
 PF0720.The modeled gravity was interpolated from observed gravity values.
 PF0720.The observed gravity was obtained from relative gravimeter ties
 PF0720.to the IGSN71 gravity network.
 PF0720
 PF0720;                    North         East     Units Scale Factor Converg.
 PF0720;SPC ME W     -   132,296.636   891,150.078   MT  0.99996763   -0 04 36.2
 PF0720;UTM  19      - 4,875,341.945   397,654.423   MT  0.99972883   -0 53 15.3
 PF0720
 PF0720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF0720!SPC ME W     -   0.99999380  x   0.99996763  =   0.99996143
 PF0720!UTM  19      -   0.99999380  x   0.99972883  =   0.99972264
 PF0720
 PF0720                          SUPERSEDED SURVEY CONTROL
 PF0720
 PF0720  ELLIP H (07/24/97)   39.47   (m)                       GP(       ) 2 1
 PF0720  NAD 83(1992)-  44 01 26.74845(N)    070 16 37.39557(W) AD(1995.00) 1
 PF0720  ELLIP H (04/19/96)   39.47   (m)                       GP(1995.00) 3 1
 PF0720  NAD 83(1986)-  44 01 26.75212(N)    070 16 37.40514(W) AD(       ) B
 PF0720  NAD 83(1992)-  44 01 26.74623(N)    070 16 37.39535(W) AD(       ) B
 PF0720  ELLIP H (04/16/93)   39.50   (m)                       GP(       ) 4 1
 PF0720  NAVD 88 (04/19/96)   65.90   (m)          216.2    (f) LEVELING    3  
 PF0720  NAVD 88 (04/16/93)   65.90   (m)          216.2    (f) LEVELING    3  
 PF0720
 PF0720.Superseded values are not recommended for survey control.
 PF0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0720.See file dsdata.txt to determine how the superseded data were derived.
 PF0720
 PF0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9765475342(NAD 83)
 PF0720_MARKER: I = METAL ROD
 PF0720_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PF0720_SP_SET: STAINLESS STEEL ROD
 PF0720_STAMPING: A 196 1978
 PF0720_MARK LOGO: NGS   
 PF0720_PROJECTION: RECESSED 13 CENTIMETERS
 PF0720_MAGNETIC: N = NO MAGNETIC MATERIAL
 PF0720_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0720_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PF0720+SATELLITE: SATELLITE OBSERVATIONS - July , 2001
 PF0720
 PF0720  HISTORY     - Date     Condition        Report By
 PF0720  HISTORY     - 1978     MONUMENTED       NGS
 PF0720  HISTORY     - 19920625 GOOD             NGS
 PF0720  HISTORY     - 19951005 GOOD             CHANCE
 PF0720  HISTORY     - 19951024 GOOD             NGS
 PF0720  HISTORY     - 20000428 GOOD             NGS
 PF0720  HISTORY     - 20000727 GOOD             NGS
 PF0720  HISTORY     - 200107   GOOD             NGS
 PF0720
 PF0720                          STATION DESCRIPTION
 PF0720
 PF0720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PF0720'0.7 MI NW FROM DANVILLE.
 PF0720'0.2 MI. NORTH ALONG THE MAINE CENTRAL RAILROAD FROM THE STATION AT
 PF0720'DANVILLE JUNCTION, THENCE 0.5 MI. WESTERLY ALONG AN ABANDONED ROAD
 PF0720'WHICH WAS FORMERLY A SECTION OF U.S. HIGHWAY 202, AT THE INTERSECTION
 PF0720'OF STATE HIGHWAY 4 AND 100 AND THE NEW ROUTE OF HIGHWAY 202 WITH THE
 PF0720'ABANDONED SECTION OF HIGHWAY 202, STATE HIGHWAY 122 AND WITH TURKEY
 PF0720'LANE, 71.5 FT. NORTHWEST OF THE CENTER LINE OF HIGHWAY 4, 100 AND 202,
 PF0720'41 FT. SOUTHWEST OF THE SOUTHWEST EDGE OF THE CENTER MEDIAN OF STATE
 PF0720'HIGHWAY 122, 32 FT. NORTHEAST OF A FENCE CORNER, 6.5 FEET WEST-
 PF0720'NORTHWEST OF POWER POLE 119-10 WITH TWO GUY WIRES. THE DISK IS
 PF0720'3 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC
 PF0720'SCREW PLUG.
 PF0720'THIS MARK HAS BEEN DESIGNATED A BASIC NET A LEVEL LINE JUNCTION MARK.
 PF0720
 PF0720                          STATION RECOVERY (1992)
 PF0720
 PF0720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 PF0720'THE STATION IS LOCATED ABOUT 8.0 KM (4.95 MI) SOUTH OF LEWISTON, 0.32
 PF0720'KM (0.20 MI) EAST OF INTERSTATE HIGHWAY 495 AND AT THE JUNCTION OF
 PF0720'STATE HIGHWAY 122 AND STATE HIGHWAY 4, 100 (U.S. 202) IN DANVILLE.
 PF0720'OWNERSHIP--HIGHWAY RIGHT-OF-WAY.
 PF0720'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 4, 100 (U.S.
 PF0720'HIGHWAY 202) AND THE MAINE TURNPIKE (INTERSTATE HIGHWAY 495, EXIT 12)
 PF0720', GO SOUTH ON STATE ROUTE 4, 100 (U.S. 202) FOR 2.1 KM (1.30 MI) TO
 PF0720'STATE ROUTE 122 (POLAND SPRING RD) ON THE RIGHT AND THE STATION IN
 PF0720'THE SOUTHWEST CORNER OF THE INTERSECTION.
 PF0720'THE STATION IS LOCATED 21.8 M (71.5 FT) NORTHWEST FROM THE CENTERLINE
 PF0720'OF STATE ROUTE 4, 12.5 M (41.0 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF
 PF0720'THE CENTER MEDIAN OF STATE HIGHWAY 122 AND 2.0 M (6.6 FT) WEST FROM
 PF0720'POWER POLE 119-10 WITH TWO GUY WIRES.
 PF0720'THIS MARK HAS BEEN DESIGNATED A BASIC NET A LEVEL LINE JUNCTION MARK.
 PF0720
 PF0720                          STATION RECOVERY (1995)
 PF0720
 PF0720'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KB)
 PF0720'RECOVERED AS DESCRIBED.
 PF0720
 PF0720                          STATION RECOVERY (1995)
 PF0720
 PF0720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (ALG)
 PF0720'RECOVERED AS DESCRIBED.
 PF0720
 PF0720                          STATION RECOVERY (2000)
 PF0720
 PF0720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 PF0720'RECOVERED AS DESCRIBED.  THE TO REACH AND MEASUREMENTS TO LOCATE THE
 PF0720'STATION ARE ADEQUATE TO RECOVER THE STATION.  NOTE--THE 1978
 PF0720'DESCRIPTION STATES THE STATION IS AN NGS DISK CRIMPED ON THE TOP OF A
 PF0720'ROD ENCASED IN A 10 CM PVC PIPE WITH A SCREW CAP.  THE STATION IS NOW
 PF0720'A PUNCH MARK ON THE TOP OF A STAINLESS STEEL ROD ENCASED IN A 13 CM
 PF0720'PVC PIPE WITH AN NGS LOGO CAP SURROUNDED BY CONCRETE ABOUT 13 CM BELOW
 PF0720'GROUND.  THE 1978 MEASUREMENTS WERE CHECKED AND THE STATION IS AT ITS
 PF0720'ORIGINAL LOCATION.  THERE ARE NO RECOVERY NOTES INDICATING WHEN THE
 PF0720'DISK WAS REMOVED, WHEN THE STATION WAS ENCASED IN A 13 CM PVC PIPE
 PF0720'WITH AN NGS LOGO CAP OR WHEN THE STAINLESS STEEL ROD REMAINING WAS
 PF0720'CENTER PUNCHED.  ROD IS RECESSED 12 CM BELOW LOGO CAP. LOCATED 2.0 M
 PF0720'(6.6 FT) WEST FROM UTILITY POLE NUMBER 018 119 AND 0.3 M (1.0 FT)
 PF0720'NORTHEAST OF A SHORT METAL WITNESS POST.
 PF0720
 PF0720                          STATION RECOVERY (2000)
 PF0720
 PF0720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 PF0720'RECOVERED AS DESCRIBED.
 PF0720'
 PF0720
 PF0720                          STATION RECOVERY (2001)
 PF0720
 PF0720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RTN)
 PF0720'RECOVERED AS DESCRIBED
 PF0720'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1220 ***********************************************************************
 OC1220  DESIGNATION -  A 197
 OC1220  PID         -  OC1220
 OC1220  STATE/COUNTY-  ME/YORK
 OC1220  USGS QUAD   -  YORK HARBOR (1993)
 OC1220
 OC1220                         *CURRENT SURVEY CONTROL
 OC1220  ___________________________________________________________________
 OC1220* NAD 83(1986)-  43 09 37.     (N)    070 39 31.     (W)     SCALED    
 OC1220* NAVD 88     -        15.680  (meters)      51.44   (feet)  ADJUSTED  
 OC1220  ___________________________________________________________________
 OC1220  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 OC1220  DYNAMIC HT  -          15.678 (meters)      51.44  (feet)  COMP
 OC1220  MODELED GRAV-     980,464.9   (mgal)                       NAVD 88
 OC1220
 OC1220  VERT ORDER  -  SECOND    CLASS I
 OC1220
 OC1220.The horizontal coordinates were scaled from a topographic map and have
 OC1220.an estimated accuracy of +/- 6 seconds.
 OC1220
 OC1220.The orthometric height was determined by differential leveling
 OC1220.and adjusted by the National Geodetic Survey in June 1991..
 OC1220
 OC1220.The geoid height was determined by GEOID03.
 OC1220
 OC1220.The dynamic height is computed by dividing the NAVD 88
 OC1220.geopotential number by the normal gravity value computed on the
 OC1220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1220.degrees latitude (g = 980.6199 gals.).
 OC1220
 OC1220.The modeled gravity was interpolated from observed gravity values.
 OC1220
 OC1220;                    North         East    Units  Estimated Accuracy
 OC1220;SPC ME W     -    36,440.      859,990.      MT  (+/- 180 meters Scaled)
 OC1220
 OC1220                          SUPERSEDED SURVEY CONTROL
 OC1220
 OC1220  NGVD 29 (??/??/92)   15.909  (m)           52.19   (f) ADJ UNCH    2 1
 OC1220
 OC1220.Superseded values are not recommended for survey control.
 OC1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1220.See file dsdata.txt to determine how the superseded data were derived.
 OC1220
 OC1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH651799(NAD 83)
 OC1220_MARKER: DD = SURVEY DISK
 OC1220_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC1220_SP_SET: FOUNDATION
 OC1220_STAMPING: A-197 8-20-74
 OC1220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC1220
 OC1220  HISTORY     - Date     Condition        Report By
 OC1220  HISTORY     - 1974     MONUMENTED       MEDT
 OC1220  HISTORY     - 1975     GOOD             MEDT
 OC1220  HISTORY     - 1989     GOOD             USPSQD
 OC1220
 OC1220                          STATION DESCRIPTION
 OC1220
 OC1220'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 OC1220'IN YORK.
 OC1220'ABOUT 12.2 MILES SOUTHWESTERLY ALONG THE MAINE TURNPIKE SOUTHBOUND
 OC1220'FROM TOLL GATE NO. 2 (WELLS-SANFORD) AT THE MAINE STATE TURNPIKE
 OC1220'OFFICE BUILDING AT TOLL GATE NO. 1 IN YORK.  A DISK SET VERTICALLY IN
 OC1220'THE NORTH FACE, 18 FEET WESTERLY FROM THE EAST FACE, AND 0.40 FOOT
 OC1220'BELOW THE BOTTOM COURSE OF CONCRETE BLOCKS, IN THE CONCRETE FOUNDATION
 OC1220'OF THE OFFICE BUILDING.
 OC1220
 OC1220                          STATION RECOVERY (1989)
 OC1220
 OC1220'RECOVERY NOTE BY US POWER SQUADRON 1989 (RSR)
 OC1220'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0543 ***********************************************************************
 RF0543  DESIGNATION -  A 197
 RF0543  PID         -  RF0543
 RF0543  STATE/COUNTY-  ME/AROOSTOOK
 RF0543  USGS QUAD   -  OXBOW EAST (1986)
 RF0543
 RF0543                         *CURRENT SURVEY CONTROL
 RF0543  ___________________________________________________________________
 RF0543* NAD 83(1986)-  46 28 40.     (N)    068 23 16.     (W)     SCALED    
 RF0543* NAVD 88     -       237.059  (meters)     777.75   (feet)  ADJUSTED  
 RF0543  ___________________________________________________________________
 RF0543  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 RF0543  DYNAMIC HT  -         237.076 (meters)     777.81  (feet)  COMP
 RF0543  MODELED GRAV-     980,679.4   (mgal)                       NAVD 88
 RF0543
 RF0543  VERT ORDER  -  FIRST     CLASS II
 RF0543
 RF0543.The horizontal coordinates were scaled from a topographic map and have
 RF0543.an estimated accuracy of +/- 6 seconds.
 RF0543
 RF0543.The orthometric height was determined by differential leveling
 RF0543.and adjusted by the National Geodetic Survey in June 1991..
 RF0543
 RF0543.The geoid height was determined by GEOID03.
 RF0543
 RF0543.The dynamic height is computed by dividing the NAVD 88
 RF0543.geopotential number by the normal gravity value computed on the
 RF0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0543.degrees latitude (g = 980.6199 gals.).
 RF0543
 RF0543.The modeled gravity was interpolated from observed gravity values.
 RF0543
 RF0543;                    North         East    Units  Estimated Accuracy
 RF0543;SPC ME E     -   312,380.      308,620.      MT  (+/- 180 meters Scaled)
 RF0543
 RF0543                          SUPERSEDED SURVEY CONTROL
 RF0543
 RF0543.No superseded survey control is available for this station.
 RF0543
 RF0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM469473(NAD 83)
 RF0543_MARKER: DB = BENCH MARK DISK
 RF0543_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 RF0543_SP_SET: GALVANIZED STEEL ROD
 RF0543_STAMPING: A 197 1978
 RF0543_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0543
 RF0543  HISTORY     - Date     Condition        Report By
 RF0543  HISTORY     - 1978     MONUMENTED       NGS
 RF0543
 RF0543                          STATION DESCRIPTION
 RF0543
 RF0543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0543'1.85 MI SW FROM MASARDIS.
 RF0543'1.85 MILES SOUTHWEST ALONG STATE HIGHWAY 11 FROM THE CONCRETE
 RF0543'BRIDGE OVER THE ST. CROIX STREAM AT MASARDIS, AT THE T-JUNCTION
 RF0543'OF A WOODS ROAD LEADING NORTHWEST, 32.0 FEET NORTHWEST OF THE
 RF0543'CENTER LINE OF THE HIGHWAY, 36.0 FEET SOUTHEAST OF THE CENTER LINE
 RF0543'OF THE ROAD, 11.6 FEET NORTHEAST OF A 6-INCH TRIANGULAR BLAZED FIR
 RF0543'TREE. THE DISK IS 2 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD
 RF0543'THROUGH A 4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0488 ***********************************************************************
 PD0488  DESIGNATION -  A 198
 PD0488  PID         -  PD0488
 PD0488  STATE/COUNTY-  ME/WASHINGTON
 PD0488  USGS QUAD   -  MACHIAS BAY (1993)
 PD0488
 PD0488                         *CURRENT SURVEY CONTROL
 PD0488  ___________________________________________________________________
 PD0488* NAD 83(1986)-  44 40 10.     (N)    067 15 07.     (W)     SCALED    
 PD0488* NAVD 88     -        19.503  (meters)      63.99   (feet)  ADJUSTED  
 PD0488  ___________________________________________________________________
 PD0488  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 PD0488  DYNAMIC HT  -          19.502 (meters)      63.98  (feet)  COMP
 PD0488  MODELED GRAV-     980,612.3   (mgal)                       NAVD 88
 PD0488
 PD0488  VERT ORDER  -  FIRST     CLASS II
 PD0488
 PD0488.The horizontal coordinates were scaled from a topographic map and have
 PD0488.an estimated accuracy of +/- 6 seconds.
 PD0488
 PD0488.The orthometric height was determined by differential leveling
 PD0488.and adjusted by the National Geodetic Survey in June 1991..
 PD0488
 PD0488.The geoid height was determined by GEOID03.
 PD0488
 PD0488.The dynamic height is computed by dividing the NAVD 88
 PD0488.geopotential number by the normal gravity value computed on the
 PD0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0488.degrees latitude (g = 980.6199 gals.).
 PD0488
 PD0488.The modeled gravity was interpolated from observed gravity values.
 PD0488
 PD0488;                    North         East    Units  Estimated Accuracy
 PD0488;SPC ME E     -   112,170.      398,960.      MT  (+/- 180 meters Scaled)
 PD0488
 PD0488                          SUPERSEDED SURVEY CONTROL
 PD0488
 PD0488.No superseded survey control is available for this station.
 PD0488
 PD0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK385477(NAD 83)
 PD0488_MARKER: DB = BENCH MARK DISK
 PD0488_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 PD0488_SP_SET: GALVANIZED STEEL ROD
 PD0488_STAMPING: A 198 1978
 PD0488_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PD0488
 PD0488  HISTORY     - Date     Condition        Report By
 PD0488  HISTORY     - 1978     MONUMENTED       NGS
 PD0488
 PD0488                          STATION DESCRIPTION
 PD0488
 PD0488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PD0488'2.85 MI NW FROM CUTLER.
 PD0488'2.85 MILES NORTHWEST ALONG STATE HIGHWAY 191 FROM THE POST OFFICE
 PD0488'AT CUTLER, 0.25 MILE WEST OF A SMALL BRIDGE OVER EASTERN MARSH
 PD0488'BROOK, 0.35 MILE EAST OF THE Y-JUNCTION OF A COUNTY ROAD LEADING
 PD0488'WEST, AT A POWER POLE WITH ONE GUY WIRE, OPPOSITE POWER POLE NUMBER
 PD0488'364, 22.7 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 39.6 FEET
 PD0488'NORTH OF AND ACROSS THE HIGHWAY FROM POWER POLE NUMBER 364, 62.0
 PD0488'FEET WEST OF THE WEST END OF A SMALL HIGHWAY TURNOFF. THE DISK IS
 PD0488'2 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH
 PD0488'PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1221 ***********************************************************************
 OC1221  DESIGNATION -  A 198
 OC1221  PID         -  OC1221
 OC1221  STATE/COUNTY-  ME/YORK
 OC1221  USGS QUAD   -  YORK HARBOR (1993)
 OC1221
 OC1221                         *CURRENT SURVEY CONTROL
 OC1221  ___________________________________________________________________
 OC1221* NAD 83(1986)-  43 09 06.     (N)    070 40 37.     (W)     SCALED    
 OC1221* NAVD 88     -         9.088  (meters)      29.82   (feet)  ADJUSTED  
 OC1221  ___________________________________________________________________
 OC1221  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 OC1221  DYNAMIC HT  -           9.086 (meters)      29.81  (feet)  COMP
 OC1221  MODELED GRAV-     980,464.6   (mgal)                       NAVD 88
 OC1221
 OC1221  VERT ORDER  -  SECOND    CLASS I
 OC1221
 OC1221.The horizontal coordinates were scaled from a topographic map and have
 OC1221.an estimated accuracy of +/- 6 seconds.
 OC1221
 OC1221.The orthometric height was determined by differential leveling
 OC1221.and adjusted by the National Geodetic Survey in June 1991..
 OC1221
 OC1221.The geoid height was determined by GEOID03.
 OC1221
 OC1221.The dynamic height is computed by dividing the NAVD 88
 OC1221.geopotential number by the normal gravity value computed on the
 OC1221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1221.degrees latitude (g = 980.6199 gals.).
 OC1221
 OC1221.The modeled gravity was interpolated from observed gravity values.
 OC1221
 OC1221;                    North         East    Units  Estimated Accuracy
 OC1221;SPC ME W     -    35,490.      858,500.      MT  (+/- 180 meters Scaled)
 OC1221
 OC1221                          SUPERSEDED SURVEY CONTROL
 OC1221
 OC1221  NGVD 29 (??/??/92)    9.317  (m)           30.57   (f) ADJ UNCH    2 1
 OC1221
 OC1221.Superseded values are not recommended for survey control.
 OC1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1221.See file dsdata.txt to determine how the superseded data were derived.
 OC1221
 OC1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH636790(NAD 83)
 OC1221_MARKER: DD = SURVEY DISK
 OC1221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC1221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OC1221_STAMPING: A-198 8-20-74
 OC1221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC1221+STABILITY: SURFACE MOTION
 OC1221
 OC1221  HISTORY     - Date     Condition        Report By
 OC1221  HISTORY     - 1974     MONUMENTED       MEDT
 OC1221  HISTORY     - 1975     GOOD             MEDT
 OC1221  HISTORY     - 1989     GOOD             USPSQD
 OC1221
 OC1221                          STATION DESCRIPTION
 OC1221
 OC1221'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 OC1221'1.15 MI SW FROM YORK.
 OC1221'ABOUT 1.15 MILE SOUTHWESTERLY ALONG I-95 SOUTHBOUND FROM TOLL GATE NO.
 OC1221'1 (YORK), (AND 0.05 MILE SOUTH OF CIDER HILL ROAD OVERPASS CROSSING
 OC1221'I-95), 123 FEET NORTHWESTERLY OF THE CENTERLINE AND ABOUT 3 FEET ABOVE
 OC1221'THE SURFACE OF I-95 SOUTHBOUND IN THE TOWN OF YORK.  ALSO 94 FEET
 OC1221'NORTHWEST OF THE CONCRETE BASE OF A SOUTHBOUND SPEED LIMIT SIGN. A
 OC1221'DISK SET FLUSH IN THE TOP OF A CYLINDRICAL CONCRETE POST, 1.9 FEET
 OC1221'SOUTHEAST OF THE RIGHT-OF-WAY FENCE, 1.1 FEET SOUTHEAST OF A METAL
 OC1221'WITNESS POST, AND PROJECTING 4 INCHES ABOVE GROUND.
 OC1221
 OC1221                          STATION RECOVERY (1989)
 OC1221
 OC1221'RECOVERY NOTE BY US POWER SQUADRON 1989 (RSR)
 OC1221'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1222 ***********************************************************************
 OC1222  DESIGNATION -  A 199
 OC1222  PID         -  OC1222
 OC1222  STATE/COUNTY-  ME/YORK
 OC1222  USGS QUAD   -  YORK HARBOR (1993)
 OC1222
 OC1222                         *CURRENT SURVEY CONTROL
 OC1222  ___________________________________________________________________
 OC1222* NAD 83(1986)-  43 08 31.     (N)    070 41 48.     (W)     SCALED    
 OC1222* NAVD 88     -        12.594  (meters)      41.32   (feet)  ADJUSTED  
 OC1222  ___________________________________________________________________
 OC1222  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 OC1222  DYNAMIC HT  -          12.592 (meters)      41.31  (feet)  COMP
 OC1222  MODELED GRAV-     980,465.0   (mgal)                       NAVD 88
 OC1222
 OC1222  VERT ORDER  -  SECOND    CLASS I
 OC1222
 OC1222.The horizontal coordinates were scaled from a topographic map and have
 OC1222.an estimated accuracy of +/- 6 seconds.
 OC1222
 OC1222.The orthometric height was determined by differential leveling
 OC1222.and adjusted by the National Geodetic Survey in June 1991..
 OC1222
 OC1222.The geoid height was determined by GEOID03.
 OC1222
 OC1222.The dynamic height is computed by dividing the NAVD 88
 OC1222.geopotential number by the normal gravity value computed on the
 OC1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1222.degrees latitude (g = 980.6199 gals.).
 OC1222
 OC1222.The modeled gravity was interpolated from observed gravity values.
 OC1222
 OC1222;                    North         East    Units  Estimated Accuracy
 OC1222;SPC ME W     -    34,420.      856,880.      MT  (+/- 180 meters Scaled)
 OC1222
 OC1222                          SUPERSEDED SURVEY CONTROL
 OC1222
 OC1222  NGVD 29 (??/??/92)   12.824  (m)           42.07   (f) ADJ UNCH    2 1
 OC1222
 OC1222.Superseded values are not recommended for survey control.
 OC1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1222.See file dsdata.txt to determine how the superseded data were derived.
 OC1222
 OC1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH620779(NAD 83)
 OC1222_MARKER: DD = SURVEY DISK
 OC1222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC1222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OC1222_STAMPING: A-199 8-21-74
 OC1222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC1222+STABILITY: SURFACE MOTION
 OC1222
 OC1222  HISTORY     - Date     Condition        Report By
 OC1222  HISTORY     - 1974     MONUMENTED       MEDT
 OC1222  HISTORY     - 1975     GOOD             MEDT
 OC1222  HISTORY     - 1989     GOOD             USPSQD
 OC1222
 OC1222                          STATION DESCRIPTION
 OC1222
 OC1222'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 OC1222'2.35 MI SW FROM YORK.
 OC1222'ABOUT 2.35 MILES SOUTHWESTERLY ALONG I-95 SOUTHBOUND FROM TOLL GATE
 OC1222'NO. 1 (YORK), HALF WAY BETWEEN BEECH RIDGE ROAD OVERPASS AND THE YORK
 OC1222'RIVER BRIDGE, 122 FEET NORTHWEST OF THE CENTERLINE AND ABOUT 8 FEET
 OC1222'ABOVE THE SURFACE OF I-95 SOUTHBOUND.  A DISK SET FLUSH IN THE TOP OF
 OC1222'A CYLINDRICAL CONCRETE POST 3.0 FEET SOUTHEAST OF THE RIGHT-OF-WAY
 OC1222'FENCE, 2.0 FEET SOUTHEAST OF A METAL WITNESS POST, AND PROJECTING 7
 OC1222'INCHES ABOVE GROUND.
 OC1222
 OC1222                          STATION RECOVERY (1989)
 OC1222
 OC1222'RECOVERY NOTE BY US POWER SQUADRON 1989 (RSR)
 OC1222'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0702 ***********************************************************************
 QG0702  DESIGNATION -  A 2
 QG0702  PID         -  QG0702
 QG0702  STATE/COUNTY-  ME/PISCATAQUIS
 QG0702  USGS QUAD   -  SEBEC LAKE WEST (1988)
 QG0702
 QG0702                         *CURRENT SURVEY CONTROL
 QG0702  ___________________________________________________________________
 QG0702* NAD 83(1986)-  45 21 48.     (N)    069 15 43.     (W)     SCALED    
 QG0702* NAVD 88     -       215.344  (meters)     706.51   (feet)  ADJUSTED  
 QG0702  ___________________________________________________________________
 QG0702  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 QG0702  DYNAMIC HT  -         215.338 (meters)     706.49  (feet)  COMP
 QG0702  MODELED GRAV-     980,584.6   (mgal)                       NAVD 88
 QG0702
 QG0702  VERT ORDER  -  FIRST     CLASS II
 QG0702
 QG0702.The horizontal coordinates were scaled from a topographic map and have
 QG0702.an estimated accuracy of +/- 6 seconds.
 QG0702
 QG0702.The orthometric height was determined by differential leveling
 QG0702.and adjusted by the National Geodetic Survey in June 1991..
 QG0702
 QG0702.The geoid height was determined by GEOID03.
 QG0702
 QG0702.The dynamic height is computed by dividing the NAVD 88
 QG0702.geopotential number by the normal gravity value computed on the
 QG0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0702.degrees latitude (g = 980.6199 gals.).
 QG0702
 QG0702.The modeled gravity was interpolated from observed gravity values.
 QG0702
 QG0702;                    North         East    Units  Estimated Accuracy
 QG0702;SPC ME E     -   188,800.      240,310.      MT  (+/- 180 meters Scaled)
 QG0702
 QG0702                          SUPERSEDED SURVEY CONTROL
 QG0702
 QG0702  NGVD 29 (??/??/92)  215.517  (m)          707.08   (f) ADJ UNCH    1 2
 QG0702
 QG0702.Superseded values are not recommended for survey control.
 QG0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0702.See file dsdata.txt to determine how the superseded data were derived.
 QG0702
 QG0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL794233(NAD 83)
 QG0702_MARKER: Q = CHISELED SQUARE
 QG0702_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QG0702_SP_SET: CULVERT
 QG0702_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG0702
 QG0702  HISTORY     - Date     Condition        Report By
 QG0702  HISTORY     - UNK      MONUMENTED       CGS
 QG0702  HISTORY     - 1916     GOOD             NGS
 QG0702  HISTORY     - 1934     MARK NOT FOUND   NGS
 QG0702
 QG0702                          STATION DESCRIPTION
 QG0702
 QG0702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1916
 QG0702'1.7 MI E FROM BENSON.
 QG0702'1.7 MILES EAST ALONG THE CANADIAN PACIFIC RAILWAY FROM BENSON,
 QG0702'PISCATAQUIS COUNTY, 0.3 MILE WEST OF RAY, AT A LARGE CONCRETE
 QG0702'CULVERT AT MILEAGE 11.43, AND ON THE TOP OF A NORTH PARAPET
 QG0702'WALL.  A CHISELED SQUARE.  NOTE-- IT WAS REPORTED THAT ICE AND
 QG0702'SNOW ON THE HEAD WALL PREVENTED THE RECOVERY OF THIS MARK.
 QG0702
 QG0702                          STATION RECOVERY (1934)
 QG0702
 QG0702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QG0702'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0110 ***********************************************************************
 QF0110  DESIGNATION -  A 20
 QF0110  PID         -  QF0110
 QF0110  STATE/COUNTY-  ME/WASHINGTON
 QF0110  USGS QUAD   -  TOMAH MOUNTAIN (1988)
 QF0110
 QF0110                         *CURRENT SURVEY CONTROL
 QF0110  ___________________________________________________________________
 QF0110* NAD 83(1986)-  45 22 32.     (N)    067 42 45.     (W)     SCALED    
 QF0110* NAVD 88     -       131.109  (meters)     430.15   (feet)  ADJUSTED  
 QF0110  ___________________________________________________________________
 QF0110  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 QF0110  DYNAMIC HT  -         131.108 (meters)     430.14  (feet)  COMP
 QF0110  MODELED GRAV-     980,605.8   (mgal)                       NAVD 88
 QF0110
 QF0110  VERT ORDER  -  SECOND    CLASS 0
 QF0110
 QF0110.The horizontal coordinates were scaled from a topographic map and have
 QF0110.an estimated accuracy of +/- 6 seconds.
 QF0110
 QF0110.The orthometric height was determined by differential leveling
 QF0110.and adjusted by the National Geodetic Survey in June 1991..
 QF0110
 QF0110.The geoid height was determined by GEOID03.
 QF0110
 QF0110.The dynamic height is computed by dividing the NAVD 88
 QF0110.geopotential number by the normal gravity value computed on the
 QF0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0110.degrees latitude (g = 980.6199 gals.).
 QF0110
 QF0110.The modeled gravity was interpolated from observed gravity values.
 QF0110
 QF0110;                    North         East    Units  Estimated Accuracy
 QF0110;SPC ME E     -   190,180.      361,680.      MT  (+/- 180 meters Scaled)
 QF0110
 QF0110                          SUPERSEDED SURVEY CONTROL
 QF0110
 QF0110  NGVD 29 (??/??/92)  131.294  (m)          430.75   (f) ADJ UNCH    2 0
 QF0110
 QF0110.Superseded values are not recommended for survey control.
 QF0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0110.See file dsdata.txt to determine how the superseded data were derived.
 QF0110
 QF0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL008254(NAD 83)
 QF0110_MARKER: DB = BENCH MARK DISK
 QF0110_SETTING: 80 = SET IN A BOULDER
 QF0110_SP_SET: BOULDER
 QF0110_STAMPING: 430.754 A 20 1933
 QF0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0110+STABILITY: SURFACE MOTION
 QF0110
 QF0110  HISTORY     - Date     Condition        Report By
 QF0110  HISTORY     - 1933     MONUMENTED       CGS
 QF0110  HISTORY     - 1978     MARK NOT FOUND   NGS
 QF0110
 QF0110                          STATION DESCRIPTION
 QF0110
 QF0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 QF0110'3.3 MI N FROM WAITE.
 QF0110'3.3 MILES NORTH ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 QF0110'WAITE, WASHINGTON COUNTY, 3.0 MILES SOUTH OF THE POST OFFICE AT
 QF0110'TOPSFIELD, 34 YARDS NORTH OF A SMALL HIGHWAY CULVERT, 15 YARDS
 QF0110'NORTH OF A 24-INCH PINE TREE, DIRECTLY ACROSS THE HIGHWAY FROM A
 QF0110'24-INCH BIRCH TREE, 7 YARDS EAST OF THE CENTER LINE OF THE
 QF0110'HIGHWAY, IN THE TOP OF A 2-1/2- BY 3-FOOT BOULDER, AND ABOUT 1
 QF0110'FOOT ABOVE THE GROUND.  A STANDARD DISK, STAMPED 430.754 A 20
 QF0110'1933.
 QF0110
 QF0110                          STATION RECOVERY (1978)
 QF0110
 QF0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QF0110'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1226 ***********************************************************************
 OC1226  DESIGNATION -  A 200
 OC1226  PID         -  OC1226
 OC1226  STATE/COUNTY-  ME/YORK
 OC1226  USGS QUAD   -  KITTERY (1989)
 OC1226
 OC1226                         *CURRENT SURVEY CONTROL
 OC1226  ___________________________________________________________________
 OC1226* NAD 83(1986)-  43 07 25.     (N)    070 43 24.     (W)     SCALED    
 OC1226* NAVD 88     -        18.130  (meters)      59.48   (feet)  ADJUSTED  
 OC1226  ___________________________________________________________________
 OC1226  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 OC1226  DYNAMIC HT  -          18.127 (meters)      59.47  (feet)  COMP
 OC1226  MODELED GRAV-     980,463.3   (mgal)                       NAVD 88
 OC1226
 OC1226  VERT ORDER  -  SECOND    CLASS I
 OC1226
 OC1226.The horizontal coordinates were scaled from a topographic map and have
 OC1226.an estimated accuracy of +/- 6 seconds.
 OC1226
 OC1226.The orthometric height was determined by differential leveling
 OC1226.and adjusted by the National Geodetic Survey in June 1991..
 OC1226
 OC1226.The geoid height was determined by GEOID03.
 OC1226
 OC1226.The dynamic height is computed by dividing the NAVD 88
 OC1226.geopotential number by the normal gravity value computed on the
 OC1226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1226.degrees latitude (g = 980.6199 gals.).
 OC1226
 OC1226.The modeled gravity was interpolated from observed gravity values.
 OC1226
 OC1226;                    North         East    Units  Estimated Accuracy
 OC1226;SPC ME W     -    32,400.      854,700.      MT  (+/- 180 meters Scaled)
 OC1226
 OC1226                          SUPERSEDED SURVEY CONTROL
 OC1226
 OC1226  NGVD 29 (??/??/92)   18.360  (m)           60.24   (f) ADJ UNCH    2 1
 OC1226
 OC1226.Superseded values are not recommended for survey control.
 OC1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1226.See file dsdata.txt to determine how the superseded data were derived.
 OC1226
 OC1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH598759(NAD 83)
 OC1226_MARKER: DD = SURVEY DISK
 OC1226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC1226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OC1226_STAMPING: A-200 8-21-74
 OC1226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC1226+STABILITY: SURFACE MOTION
 OC1226
 OC1226  HISTORY     - Date     Condition        Report By
 OC1226  HISTORY     - 1974     MONUMENTED       MEDT
 OC1226  HISTORY     - 1975     GOOD             MEDT
 OC1226  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 OC1226
 OC1226                          STATION DESCRIPTION
 OC1226
 OC1226'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 OC1226'4.25 MI SW FROM YORK.
 OC1226'ABOUT 4.25 MILES SOUTHWESTERLY ALONG I-95 SOUTHBOUND FROM TOLL GATE
 OC1226'NO. 1 (YORK) AND ALSO 0.05 MILE SOUTHWEST OF THE CUTTS ROAD OVERPASS
 OC1226'CROSSING I-95 IN KITTERY, 122 FEET NORTHWEST OF THE CENTERLINE AND
 OC1226'ABOUT 15 FEET ABOVE THE SURFACE OF I-95 SOUTHBOUND.  A DISK SET FLUSH
 OC1226'IN THE TOP OF A CYLINDRICAL CONCRETE POST, 2.8 FEET SOUTHEAST OF THE
 OC1226'RIGHT-OF-WAY FENCE AND 1.3 FEET SOUTHEAST OF A METAL WITNESS POST, AND
 OC1226'PROJECTING 3 INCHES ABOVE GROUND.
 OC1226
 OC1226                          STATION RECOVERY (1989)
 OC1226
 OC1226'RECOVERY NOTE BY US POWER SQUADRON 1989 (RSR)
 OC1226'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0239 ***********************************************************************
 QF0239  DESIGNATION -  A 200
 QF0239  PID         -  QF0239
 QF0239  STATE/COUNTY-  ME/WASHINGTON
 QF0239  USGS QUAD   -  WOODLAND (1987)
 QF0239
 QF0239                         *CURRENT SURVEY CONTROL
 QF0239  ___________________________________________________________________
 QF0239* NAD 83(1986)-  45 08 18.     (N)    067 22 56.     (W)     SCALED    
 QF0239* NAVD 88     -       103.535  (meters)     339.68   (feet)  ADJUSTED  
 QF0239  ___________________________________________________________________
 QF0239  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 QF0239  DYNAMIC HT  -         103.533 (meters)     339.67  (feet)  COMP
 QF0239  MODELED GRAV-     980,600.3   (mgal)                       NAVD 88
 QF0239
 QF0239  VERT ORDER  -  FIRST     CLASS II
 QF0239
 QF0239.The horizontal coordinates were scaled from a topographic map and have
 QF0239.an estimated accuracy of +/- 6 seconds.
 QF0239
 QF0239.The orthometric height was determined by differential leveling
 QF0239.and adjusted by the National Geodetic Survey in June 1991..
 QF0239
 QF0239.The geoid height was determined by GEOID03.
 QF0239
 QF0239.The dynamic height is computed by dividing the NAVD 88
 QF0239.geopotential number by the normal gravity value computed on the
 QF0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0239.degrees latitude (g = 980.6199 gals.).
 QF0239
 QF0239.The modeled gravity was interpolated from observed gravity values.
 QF0239
 QF0239;                    North         East    Units  Estimated Accuracy
 QF0239;SPC ME E     -   164,120.      387,910.      MT  (+/- 180 meters Scaled)
 QF0239
 QF0239                          SUPERSEDED SURVEY CONTROL
 QF0239
 QF0239.No superseded survey control is available for this station.
 QF0239
 QF0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK271995(NAD 83)
 QF0239_MARKER: DB = BENCH MARK DISK
 QF0239_SETTING: 66 = SET IN ROCK OUTCROP
 QF0239_SP_SET: OUTCROP
 QF0239_STAMPING: A 200 1978
 QF0239_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0239+STABILITY: POSITION/ELEVATION WELL
 QF0239
 QF0239  HISTORY     - Date     Condition        Report By
 QF0239  HISTORY     - 1978     MONUMENTED       NGS
 QF0239
 QF0239                          STATION DESCRIPTION
 QF0239
 QF0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0239'1.1 MI SE FROM WOODLAND.
 QF0239'1.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 1 FROM ITS JUNCTION WITH
 QF0239'MAIN STREET AT WOODLAND, 42.5 FEET SOUTHWEST OF THE CENTER LINE
 QF0239'OF HIGHWAY, IN THE TOP OF A 3 BY 6-FT. OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1227 ***********************************************************************
 OC1227  DESIGNATION -  A 201
 OC1227  PID         -  OC1227
 OC1227  STATE/COUNTY-  ME/YORK
 OC1227  USGS QUAD   -  KITTERY (1989)
 OC1227
 OC1227                         *CURRENT SURVEY CONTROL
 OC1227  ___________________________________________________________________
 OC1227* NAD 83(1986)-  43 06 53.     (N)    070 44 03.     (W)     SCALED    
 OC1227* NAVD 88     -         3.906  (meters)      12.81   (feet)  ADJUSTED  
 OC1227  ___________________________________________________________________
 OC1227  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 OC1227  DYNAMIC HT  -           3.905 (meters)      12.81  (feet)  COMP
 OC1227  MODELED GRAV-     980,461.8   (mgal)                       NAVD 88
 OC1227
 OC1227  VERT ORDER  -  SECOND    CLASS I
 OC1227
 OC1227.The horizontal coordinates were scaled from a topographic map and have
 OC1227.an estimated accuracy of +/- 6 seconds.
 OC1227
 OC1227.The orthometric height was determined by differential leveling
 OC1227.and adjusted by the National Geodetic Survey in June 1991..
 OC1227
 OC1227.The geoid height was determined by GEOID03.
 OC1227
 OC1227.The dynamic height is computed by dividing the NAVD 88
 OC1227.geopotential number by the normal gravity value computed on the
 OC1227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1227.degrees latitude (g = 980.6199 gals.).
 OC1227
 OC1227.The modeled gravity was interpolated from observed gravity values.
 OC1227
 OC1227;                    North         East    Units  Estimated Accuracy
 OC1227;SPC ME W     -    31,420.      853,810.      MT  (+/- 180 meters Scaled)
 OC1227
 OC1227                          SUPERSEDED SURVEY CONTROL
 OC1227
 OC1227  NGVD 29 (??/??/92)    4.137  (m)           13.57   (f) ADJ UNCH    2 1
 OC1227
 OC1227.Superseded values are not recommended for survey control.
 OC1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1227.See file dsdata.txt to determine how the superseded data were derived.
 OC1227
 OC1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH589750(NAD 83)
 OC1227_MARKER: DD = SURVEY DISK
 OC1227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC1227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OC1227_STAMPING: A-201 8-21-74
 OC1227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC1227+STABILITY: SURFACE MOTION
 OC1227
 OC1227  HISTORY     - Date     Condition        Report By
 OC1227  HISTORY     - 1974     MONUMENTED       MEDT
 OC1227  HISTORY     - 1975     GOOD             MEDT
 OC1227  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 OC1227
 OC1227                          STATION DESCRIPTION
 OC1227
 OC1227'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 OC1227'IN KITTERY.
 OC1227'ABOUT 5.10 MILES SOUTHWESTERLY ALONG I-95 SOUTHBOUND FROM TOLL GATE
 OC1227'NO. 1 (YORK), AT THE SPRUCE CREEK BRIDGE, 63 FEET NORTH OF THE
 OC1227'CENTERLINE AND ABOUT LEVEL WITH THE SURFACE OF I-95 SOUTHBOUND.  A
 OC1227'DISK SET FLUSH 0.50 FOOT NORTHEAST OF THE SOUTHWEST END OF THE
 OC1227'UPSTREAM CONCRETE BRIDGE CURB DIRECTLY UNDER THE SOUTHWEST END OF THE
 OC1227'UPSTREAM ALUMINUM GUARD RAIL.
 OC1227
 OC1227                          STATION RECOVERY (1989)
 OC1227
 OC1227'RECOVERY NOTE BY US POWER SQUADRON 1989 (RSR)
 OC1227'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0534 ***********************************************************************
 PD0534  DESIGNATION -  A 202
 PD0534  PID         -  PD0534
 PD0534  STATE/COUNTY-  ME/WASHINGTON
 PD0534  USGS QUAD   -  EASTPORT (1977)
 PD0534
 PD0534                         *CURRENT SURVEY CONTROL
 PD0534  ___________________________________________________________________
 PD0534* NAD 83(1986)-  44 58 14.     (N)    067 04 32.     (W)     SCALED    
 PD0534* NAVD 88     -        15.507  (meters)      50.88   (feet)  ADJUSTED  
 PD0534  ___________________________________________________________________
 PD0534  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 PD0534  DYNAMIC HT  -          15.507 (meters)      50.88  (feet)  COMP
 PD0534  MODELED GRAV-     980,614.5   (mgal)                       NAVD 88
 PD0534  OBS GRAVITY -     980,621.8   (mgal)                       GRAV_OBS
 PD0534
 PD0534  VERT ORDER  -  FIRST     CLASS II
 PD0534
 PD0534.The horizontal coordinates were scaled from a topographic map and have
 PD0534.an estimated accuracy of +/- 6 seconds.
 PD0534
 PD0534.The orthometric height was determined by differential leveling
 PD0534.and adjusted by the National Geodetic Survey in June 1991..
 PD0534
 PD0534.The geoid height was determined by GEOID03.
 PD0534
 PD0534.The dynamic height is computed by dividing the NAVD 88
 PD0534.geopotential number by the normal gravity value computed on the
 PD0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0534.degrees latitude (g = 980.6199 gals.).
 PD0534
 PD0534.The modeled gravity was interpolated from observed gravity values.
 PD0534.The observed gravity was obtained from relative gravimeter ties
 PD0534.to the IGSN71 gravity network.
 PD0534
 PD0534;                    North         East    Units  Estimated Accuracy
 PD0534;SPC ME E     -   145,860.      412,360.      MT  (+/- 180 meters Scaled)
 PD0534
 PD0534                          SUPERSEDED SURVEY CONTROL
 PD0534
 PD0534.No superseded survey control is available for this station.
 PD0534
 PD0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK517814(NAD 83)
 PD0534_MARKER: DB = BENCH MARK DISK
 PD0534_SETTING: 66 = SET IN ROCK OUTCROP
 PD0534_SP_SET: OUTCROP
 PD0534_STAMPING: A 202 1978
 PD0534_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0534+STABILITY: POSITION/ELEVATION WELL
 PD0534
 PD0534  HISTORY     - Date     Condition        Report By
 PD0534  HISTORY     - 1978     MONUMENTED       NGS
 PD0534
 PD0534                          STATION DESCRIPTION
 PD0534
 PD0534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PD0534'0.1 MI SOUTH FROM PERRY.
 PD0534'0.1 MILE SOUTH ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT PERRY,
 PD0534'141.0 FEET SOUTHWEST OF THE CENTER LINE OF A PAVED ROAD LEADING
 PD0534'NORTH, 99.4 FEET NORTHWEST OF AND ACROSS THE HIGHWAY FROM THE
 PD0534'NORTHWEST CORNER OF A ONE STORY WOOD FRAME GARAGE HOUSING POTTLES
 PD0534'GARAGE, 82.3 FEET SOUTHWEST OF POWER POLE NUMBER 58 WITH ONE GUY
 PD0534'WIRE, 37.0 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET
 PD0534'IN THE EXTREME NORTHEAST END OF ROCK CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI8318 ***********************************************************************
 AI8318  DESIGNATION -  A 206
 AI8318  PID         -  AI8318
 AI8318  STATE/COUNTY-  ME/HANCOCK
 AI8318  USGS QUAD   -  CASTINE (1979)
 AI8318
 AI8318                         *CURRENT SURVEY CONTROL
 AI8318  ___________________________________________________________________
 AI8318* NAD 83(1986)-  44 28 06.     (N)    068 46 51.     (W)     SCALED    
 AI8318* NAVD 88     -        13.416  (meters)      44.02   (feet)  ADJUSTED  
 AI8318  ___________________________________________________________________
 AI8318  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 AI8318  DYNAMIC HT  -          13.415 (meters)      44.01  (feet)  COMP
 AI8318  MODELED GRAV-     980,555.4   (mgal)                       NAVD 88
 AI8318
 AI8318  VERT ORDER  -  SECOND    CLASS I
 AI8318
 AI8318.The horizontal coordinates were scaled from a topographic map and have
 AI8318.an estimated accuracy of +/- 6 seconds.
 AI8318
 AI8318.The orthometric height was determined by differential leveling
 AI8318.and adjusted by the National Geodetic Survey in July 2002..
 AI8318.No vertical observational check was made to the station.
 AI8318
 AI8318.The geoid height was determined by GEOID03.
 AI8318
 AI8318.The dynamic height is computed by dividing the NAVD 88
 AI8318.geopotential number by the normal gravity value computed on the
 AI8318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8318.degrees latitude (g = 980.6199 gals.).
 AI8318
 AI8318.The modeled gravity was interpolated from observed gravity values.
 AI8318
 AI8318;                    North         East    Units  Estimated Accuracy
 AI8318;SPC ME E     -    89,110.      277,660.      MT  (+/- 180 meters Scaled)
 AI8318
 AI8318                          SUPERSEDED SURVEY CONTROL
 AI8318
 AI8318.No superseded survey control is available for this station.
 AI8318
 AI8318_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK174239(NAD 83)
 AI8318_MARKER: DV = VERTICAL CONTROL DISK
 AI8318_SETTING: 66 = SET IN ROCK OUTCROP
 AI8318_STAMPING: A 206 2000
 AI8318_MARK LOGO: NGS   
 AI8318_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8318_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI8318_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI8318+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AI8318
 AI8318  HISTORY     - Date     Condition        Report By
 AI8318  HISTORY     - 2000     MONUMENTED       NGS
 AI8318
 AI8318                          STATION DESCRIPTION
 AI8318
 AI8318'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 AI8318'12.5 KM (7.75 MI) SOUTHERLY ALONG STATE HIGHWAY 175 FROM THE POST
 AI8318'OFFICE IN ORLAND, THENCE 0.7 KM (0.45 MI) SOUTHERLY ALONG STATE
 AI8318'HIGHWAY 166, NEAR THE CENTER OF A 3 BY 4-FOOT AREA OF EXPOSED ROCK
 AI8318'OUTCROP, 23.8 M (78.1 FT) SOUTH OF UTILITY POLE NUMBER 187 D 280 WITH
 AI8318'A GUY CABLE, 16.5 M (54.1 FT) EAST OF UTILITY POLE NUMBER 186, 7.9 M
 AI8318'(25.9 FT) EAST OF THE HIGHWAY CENTERLINE, 0.5 M (1.6 FT) ABOVE THE
 AI8318'LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST.
 AI8318'NOTE--THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0038 ***********************************************************************
 RE0038  DESIGNATION -  A 21
 RE0038  PID         -  RE0038
 RE0038  STATE/COUNTY-  ME/AROOSTOOK
 RE0038  USGS QUAD   -  HOULTON SOUTH (1984)
 RE0038
 RE0038                         *CURRENT SURVEY CONTROL
 RE0038  ___________________________________________________________________
 RE0038* NAD 83(1986)-  46 02 50.     (N)    067 51 17.     (W)     SCALED    
 RE0038* NAVD 88     -       147.166  (meters)     482.83   (feet)  ADJUSTED  
 RE0038  ___________________________________________________________________
 RE0038  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 RE0038  DYNAMIC HT  -         147.173 (meters)     482.85  (feet)  COMP
 RE0038  MODELED GRAV-     980,661.3   (mgal)                       NAVD 88
 RE0038
 RE0038  VERT ORDER  -  SECOND    CLASS 0
 RE0038
 RE0038.The horizontal coordinates were scaled from a topographic map and have
 RE0038.an estimated accuracy of +/- 6 seconds.
 RE0038
 RE0038.The orthometric height was determined by differential leveling
 RE0038.and adjusted by the National Geodetic Survey in June 1991..
 RE0038
 RE0038.The geoid height was determined by GEOID03.
 RE0038
 RE0038.The dynamic height is computed by dividing the NAVD 88
 RE0038.geopotential number by the normal gravity value computed on the
 RE0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0038.degrees latitude (g = 980.6199 gals.).
 RE0038
 RE0038.The modeled gravity was interpolated from observed gravity values.
 RE0038
 RE0038;                    North         East    Units  Estimated Accuracy
 RE0038;SPC ME E     -   264,730.      349,940.      MT  (+/- 180 meters Scaled)
 RE0038
 RE0038                          SUPERSEDED SURVEY CONTROL
 RE0038
 RE0038  NGVD 29 (??/??/92)  147.35   (m)          483.4    (f) COMPUTED    2 0
 RE0038
 RE0038.Superseded values are not recommended for survey control.
 RE0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0038.See file dsdata.txt to determine how the superseded data were derived.
 RE0038
 RE0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL886999(NAD 83)
 RE0038_MARKER: DB = BENCH MARK DISK
 RE0038_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RE0038_SP_SET: BRIDGE
 RE0038_STAMPING: A 21 1933
 RE0038_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RE0038
 RE0038  HISTORY     - Date     Condition        Report By
 RE0038  HISTORY     - 1933     MONUMENTED       CGS
 RE0038
 RE0038                          STATION DESCRIPTION
 RE0038
 RE0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 RE0038'5.6 MI S FROM HOULTON.
 RE0038'465 YARDS NORTH OF RED SHINGLE SCHOOL HOUSE, 65 YDS. NORTH OF
 RE0038'H.M. SHERMANS FARM RESIDENCE.  31 YDS. SOUTH OF TELEPHONE POLE
 RE0038'401-235.  ONTOP OF NORTH EAST WINGWALL OF CONCRETE SKEW BRIDGE
 RE0038'OVER MADUSKEAG RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0039 ***********************************************************************
 RE0039  DESIGNATION -  A 21 RESET 1955
 RE0039  PID         -  RE0039
 RE0039  STATE/COUNTY-  ME/AROOSTOOK
 RE0039  USGS QUAD   -  HOULTON SOUTH (1984)
 RE0039
 RE0039                         *CURRENT SURVEY CONTROL
 RE0039  ___________________________________________________________________
 RE0039* NAD 83(1986)-  46 02 50.     (N)    067 51 17.     (W)     SCALED    
 RE0039* NAVD 88     -       147.421  (meters)     483.66   (feet)  ADJUSTED  
 RE0039  ___________________________________________________________________
 RE0039  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 RE0039  DYNAMIC HT  -         147.428 (meters)     483.69  (feet)  COMP
 RE0039  MODELED GRAV-     980,661.3   (mgal)                       NAVD 88
 RE0039
 RE0039  VERT ORDER  -  FIRST     CLASS II
 RE0039
 RE0039.The horizontal coordinates were scaled from a topographic map and have
 RE0039.an estimated accuracy of +/- 6 seconds.
 RE0039
 RE0039.The orthometric height was determined by differential leveling
 RE0039.and adjusted by the National Geodetic Survey in June 1991..
 RE0039
 RE0039.The geoid height was determined by GEOID03.
 RE0039
 RE0039.The dynamic height is computed by dividing the NAVD 88
 RE0039.geopotential number by the normal gravity value computed on the
 RE0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0039.degrees latitude (g = 980.6199 gals.).
 RE0039
 RE0039.The modeled gravity was interpolated from observed gravity values.
 RE0039
 RE0039;                    North         East    Units  Estimated Accuracy
 RE0039;SPC ME E     -   264,730.      349,940.      MT  (+/- 180 meters Scaled)
 RE0039
 RE0039                          SUPERSEDED SURVEY CONTROL
 RE0039
 RE0039  NGVD 29 (??/??/??)  147.61   (m)          484.3    (f) RESET       3  
 RE0039
 RE0039.Superseded values are not recommended for survey control.
 RE0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0039.See file dsdata.txt to determine how the superseded data were derived.
 RE0039
 RE0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL886999(NAD 83)
 RE0039_MARKER: DB = BENCH MARK DISK
 RE0039_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RE0039_SP_SET: BRIDGE
 RE0039_STAMPING: A 21 1933 RESET 1955
 RE0039_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RE0039
 RE0039  HISTORY     - Date     Condition        Report By
 RE0039  HISTORY     - 1955     MONUMENTED       CGS
 RE0039  HISTORY     - 1957     GOOD             NGS
 RE0039  HISTORY     - 1978     GOOD             NGS
 RE0039
 RE0039                          STATION DESCRIPTION
 RE0039
 RE0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 RE0039'0.4 MI N FROM HODGDON CORNERS.
 RE0039'5.6 MILES SOUTH ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE IN
 RE0039'HOULTON, AROOSTOOK COUNTY, MAINE, 0.4 MILE NORTH ALONG U.S.
 RE0039'HIGHWAY 1 FROM THE CROSS ROAD IN HODGDON CORNERS, 0.2 MILE
 RE0039'NORTH OF A RED SHINGLE SCHOOLHOUSE, 65 YARDS NORTHEAST OF A
 RE0039'FARMHOUSE, AT A NEW CONCRETE BRIDGE OVER MADUSKEAG CREEK, SET
 RE0039'IN THE TOP OF THE SOUTHEAST WING WALL OF THE BRIDGE.  A STANDARD
 RE0039'DISK STAMPED A 21 1933 RESET 1955.
 RE0039
 RE0039                          STATION RECOVERY (1978)
 RE0039
 RE0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 RE0039'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0018 ***********************************************************************
 RF0018  DESIGNATION -  A 22
 RF0018  PID         -  RF0018
 RF0018  STATE/COUNTY-  ME/AROOSTOOK
 RF0018  USGS QUAD   -  PRESQUE ISLE (1984)
 RF0018
 RF0018                         *CURRENT SURVEY CONTROL
 RF0018  ___________________________________________________________________
 RF0018* NAD 83(1986)-  46 40 52.     (N)    068 01 02.     (W)     SCALED    
 RF0018* NAVD 88     -       138.155  (meters)     453.26   (feet)  ADJUSTED  
 RF0018  ___________________________________________________________________
 RF0018  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 RF0018  DYNAMIC HT  -         138.168 (meters)     453.31  (feet)  COMP
 RF0018  MODELED GRAV-     980,707.4   (mgal)                       NAVD 88
 RF0018
 RF0018  VERT ORDER  -  SECOND    CLASS 0
 RF0018
 RF0018.The horizontal coordinates were scaled from a topographic map and have
 RF0018.an estimated accuracy of +/- 6 seconds.
 RF0018
 RF0018.The orthometric height was determined by differential leveling
 RF0018.and adjusted by the National Geodetic Survey in June 1991..
 RF0018
 RF0018.The geoid height was determined by GEOID03.
 RF0018
 RF0018.The dynamic height is computed by dividing the NAVD 88
 RF0018.geopotential number by the normal gravity value computed on the
 RF0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0018.degrees latitude (g = 980.6199 gals.).
 RF0018
 RF0018.The modeled gravity was interpolated from observed gravity values.
 RF0018
 RF0018;                    North         East    Units  Estimated Accuracy
 RF0018;SPC ME E     -   335,090.      336,930.      MT  (+/- 180 meters Scaled)
 RF0018
 RF0018                          SUPERSEDED SURVEY CONTROL
 RF0018
 RF0018  NGVD 29 (??/??/92)  138.347  (m)          453.89   (f) ADJ UNCH    2 0
 RF0018
 RF0018.Superseded values are not recommended for survey control.
 RF0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0018.See file dsdata.txt to determine how the superseded data were derived.
 RF0018
 RF0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM751701(NAD 83)
 RF0018_MARKER: DB = BENCH MARK DISK
 RF0018_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RF0018_SP_SET: BUILDING
 RF0018_STAMPING: A 22 1933
 RF0018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0018
 RF0018  HISTORY     - Date     Condition        Report By
 RF0018  HISTORY     - 1933     MONUMENTED       CGS
 RF0018  HISTORY     - UNK      GOOD             NGS
 RF0018  HISTORY     - 1977     GOOD             LOCENG
 RF0018
 RF0018                          STATION DESCRIPTION
 RF0018
 RF0018'DESCRIBED BY NATIONAL GEODETIC SURVEY UNK
 RF0018'AT PRESQUE ISLE.
 RF0018'AT PRESQUE ISLE, AROOSTOOK COUNTY, ON THE BANGOR AND AROOSTOOK
 RF0018'RAILROAD, AT THE STATE STREET CROSSING, 35 FEET NORTH OF THE
 RF0018'CENTERLINE OF THE STREET, 35 FEET EAST OF THE CENTERLINE OF THE
 RF0018'TRACK, IN THE WEST WALL OF THE R.W. WIGHT FURNITURE CO. BUILDING,
 RF0018'AND ABOUT 4 FEET ABOVE THE LEVEL OF THE TRACK.  A STANDARD DISK,
 RF0018'STAMPED A 22 1933 AND SET VERTICALLY.
 RF0018
 RF0018                          STATION RECOVERY (1977)
 RF0018
 RF0018'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 RF0018'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0017 ***********************************************************************
 SF0017  DESIGNATION -  A 23
 SF0017  PID         -  SF0017
 SF0017  STATE/COUNTY-  ME/AROOSTOOK
 SF0017  USGS QUAD   -  GRAND ISLE (1986)
 SF0017
 SF0017                         *CURRENT SURVEY CONTROL
 SF0017  ___________________________________________________________________
 SF0017* NAD 83(1986)-  47 18 52.     (N)    068 09 40.     (W)     SCALED    
 SF0017* NAVD 88     -       141.238  (meters)     463.38   (feet)  ADJUSTED  
 SF0017  ___________________________________________________________________
 SF0017  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 SF0017  DYNAMIC HT  -         141.260 (meters)     463.45  (feet)  COMP
 SF0017  MODELED GRAV-     980,765.5   (mgal)                       NAVD 88
 SF0017
 SF0017  VERT ORDER  -  SECOND    CLASS 0
 SF0017
 SF0017.The horizontal coordinates were scaled from a topographic map and have
 SF0017.an estimated accuracy of +/- 6 seconds.
 SF0017
 SF0017.The orthometric height was determined by differential leveling
 SF0017.and adjusted by the National Geodetic Survey in June 1991..
 SF0017
 SF0017.The geoid height was determined by GEOID03.
 SF0017
 SF0017.The dynamic height is computed by dividing the NAVD 88
 SF0017.geopotential number by the normal gravity value computed on the
 SF0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0017.degrees latitude (g = 980.6199 gals.).
 SF0017
 SF0017.The modeled gravity was interpolated from observed gravity values.
 SF0017
 SF0017;                    North         East    Units  Estimated Accuracy
 SF0017;SPC ME E     -   405,430.      325,620.      MT  (+/- 180 meters Scaled)
 SF0017
 SF0017                          SUPERSEDED SURVEY CONTROL
 SF0017
 SF0017  NGVD 29 (??/??/92)  141.380  (m)          463.84   (f) ADJ UNCH    2 0
 SF0017
 SF0017.Superseded values are not recommended for survey control.
 SF0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0017.See file dsdata.txt to determine how the superseded data were derived.
 SF0017
 SF0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN634404(NAD 83)
 SF0017_MARKER: DB = BENCH MARK DISK
 SF0017_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SF0017_SP_SET: CULVERT
 SF0017_STAMPING: A 23 1933
 SF0017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0017
 SF0017  HISTORY     - Date     Condition        Report By
 SF0017  HISTORY     - 1933     MONUMENTED       CGS
 SF0017
 SF0017                          STATION DESCRIPTION
 SF0017
 SF0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 SF0017'16.7 MI NW FROM VAN BUREN.
 SF0017'16.7 MILES NORTHWEST ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 SF0017'THE STATION AT VAN BUREN, AROOSTOOK COUNTY, 50 YARDS EAST OF
 SF0017'U.S. HIGHWAY 1, 40 YARDS SOUTH OF A WATER TOWER, AT CULVERT
 SF0017'16.2 UNDER THE TRACK, IN THE TOP OF THE NORTH END OF THE EAST
 SF0017'HEADWALL, 12 YARDS EAST OF THE CENTERLINE OF THE TRACK, AND ABOUT
 SF0017'4 YARDS BELOW THE LEVEL OF THE TRACK.  A STANDARD DISK, STAMPED
 SF0017'A 23 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0811 ***********************************************************************
 QG0811  DESIGNATION -  A 24
 QG0811  PID         -  QG0811
 QG0811  STATE/COUNTY-  ME/SOMERSET
 QG0811  USGS QUAD   -  MOXIE POND (1988)
 QG0811
 QG0811                         *CURRENT SURVEY CONTROL
 QG0811  ___________________________________________________________________
 QG0811* NAD 83(1986)-  45 21 02.     (N)    069 52 21.     (W)     SCALED    
 QG0811* NAVD 88     -       296.242  (meters)     971.92   (feet)  ADJUSTED  
 QG0811  ___________________________________________________________________
 QG0811  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 QG0811  DYNAMIC HT  -         296.224 (meters)     971.86  (feet)  COMP
 QG0811  MODELED GRAV-     980,549.8   (mgal)                       NAVD 88
 QG0811
 QG0811  VERT ORDER  -  SECOND    CLASS 0
 QG0811
 QG0811.The horizontal coordinates were scaled from a topographic map and have
 QG0811.an estimated accuracy of +/- 6 seconds.
 QG0811
 QG0811.The orthometric height was determined by differential leveling
 QG0811.and adjusted by the National Geodetic Survey in June 1991..
 QG0811
 QG0811.The geoid height was determined by GEOID03.
 QG0811
 QG0811.The dynamic height is computed by dividing the NAVD 88
 QG0811.geopotential number by the normal gravity value computed on the
 QG0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0811.degrees latitude (g = 980.6199 gals.).
 QG0811
 QG0811.The modeled gravity was interpolated from observed gravity values.
 QG0811
 QG0811;                    North         East    Units  Estimated Accuracy
 QG0811;SPC ME W     -   279,730.      923,050.      MT  (+/- 180 meters Scaled)
 QG0811
 QG0811                          SUPERSEDED SURVEY CONTROL
 QG0811
 QG0811  NGVD 29 (??/??/92)  296.404  (m)          972.45   (f) ADJ UNCH    2 0
 QG0811
 QG0811.Superseded values are not recommended for survey control.
 QG0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0811.See file dsdata.txt to determine how the superseded data were derived.
 QG0811
 QG0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL316222(NAD 83)
 QG0811_MARKER: DB = BENCH MARK DISK
 QG0811_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QG0811_SP_SET: DAM
 QG0811_STAMPING: 972.452 A 24 1933
 QG0811_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG0811
 QG0811  HISTORY     - Date     Condition        Report By
 QG0811  HISTORY     - 1933     MONUMENTED       CGS
 QG0811
 QG0811                          STATION DESCRIPTION
 QG0811
 QG0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 QG0811'AT LAKE MOXIE.
 QG0811'AT LAKE MOXIE, SOMERSET COUNTY, ON THE OLD ROADBED OF THE ABANDONED
 QG0811'MAINE CENTRAL RAILROAD, 26 YARDS SOUTHEAST OF THE CENTER LINE
 QG0811'OF THE ROADBED, 14 YARDS SOUTHEAST OF THE SOUTHEAST CORNER OF
 QG0811'A SMALL FRAMEHOUSE, AT A LARGE CONCRETE DAM, IN THE TOP OF
 QG0811'THE WEST END OF THE ELEVATED PORTION OF THE DAM, AND ABOUT 2
 QG0811'FEET HIGHER THAN THE ROADBED.  A STANDARD DISK, STAMPED 972.452
 QG0811'A 24 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1504 ***********************************************************************
 PE1504  DESIGNATION -  A 25
 PE1504  PID         -  PE1504
 PE1504  STATE/COUNTY-  ME/SOMERSET
 PE1504  USGS QUAD   -  MADISON WEST (1989)
 PE1504
 PE1504                         *CURRENT SURVEY CONTROL
 PE1504  ___________________________________________________________________
 PE1504* NAD 83(1986)-  44 46 11.     (N)    069 52 32.     (W)     SCALED    
 PE1504* NAVD 88     -        61.693  (meters)     202.40   (feet)  ADJUSTED  
 PE1504  ___________________________________________________________________
 PE1504  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 PE1504  DYNAMIC HT  -          61.688 (meters)     202.39  (feet)  COMP
 PE1504  MODELED GRAV-     980,539.1   (mgal)                       NAVD 88
 PE1504
 PE1504  VERT ORDER  -  SECOND    CLASS 0
 PE1504
 PE1504.The horizontal coordinates were scaled from a topographic map and have
 PE1504.an estimated accuracy of +/- 6 seconds.
 PE1504
 PE1504.The orthometric height was determined by differential leveling
 PE1504.and adjusted by the National Geodetic Survey in June 1991..
 PE1504
 PE1504.The geoid height was determined by GEOID03.
 PE1504
 PE1504.The dynamic height is computed by dividing the NAVD 88
 PE1504.geopotential number by the normal gravity value computed on the
 PE1504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1504.degrees latitude (g = 980.6199 gals.).
 PE1504
 PE1504.The modeled gravity was interpolated from observed gravity values.
 PE1504
 PE1504;                    North         East    Units  Estimated Accuracy
 PE1504;SPC ME W     -   215,180.      923,040.      MT  (+/- 180 meters Scaled)
 PE1504
 PE1504                          SUPERSEDED SURVEY CONTROL
 PE1504
 PE1504  NGVD 29 (??/??/92)   61.875  (m)          203.00   (f) ADJ UNCH    2 0
 PE1504
 PE1504.Superseded values are not recommended for survey control.
 PE1504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1504.See file dsdata.txt to determine how the superseded data were derived.
 PE1504
 PE1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK307577(NAD 83)
 PE1504_MARKER: DB = BENCH MARK DISK
 PE1504_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE1504_SP_SET: WALL
 PE1504_STAMPING: 203.002 A 25 1933
 PE1504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE1504
 PE1504  HISTORY     - Date     Condition        Report By
 PE1504  HISTORY     - 1933     MONUMENTED       CGS
 PE1504  HISTORY     - 1934     GOOD             NGS
 PE1504  HISTORY     - 1981     GOOD             LOCSUR
 PE1504
 PE1504                          STATION DESCRIPTION
 PE1504
 PE1504'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PE1504'2.3 MI S FROM MADISON.
 PE1504'2.3 MILES SOUTH ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE1504'STATION AT MADISON, SOMERSET COUNTY, 22-1/2 RAILS SOUTHEAST
 PE1504'OF MILEPOST P 98-K 72, 22 RAILS SOUTHEAST OF A PRIVATE-ROAD
 PE1504'CROSSING, AT A CATTLE UNDERPASS, IN THE TOP OF THE NORTHEAST END
 PE1504'OF THE SOUTH WING WALL, AND ABOUT 2 FEET LOWER THAN THE TRACK.  A
 PE1504'STANDARD DISK, STAMPED 203.002 A 25 1933.
 PE1504
 PE1504                          STATION RECOVERY (1934)
 PE1504
 PE1504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PE1504'RECOVERED IN GOOD CONDITION.
 PE1504
 PE1504                          STATION RECOVERY (1981)
 PE1504
 PE1504'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 PE1504'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0024 ***********************************************************************
 PF0024  DESIGNATION -  A 26
 PF0024  PID         -  PF0024
 PF0024  STATE/COUNTY-  ME/FRANKLIN
 PF0024  USGS QUAD   -  PHILLIPS (1984)
 PF0024
 PF0024                         *CURRENT SURVEY CONTROL
 PF0024  ___________________________________________________________________
 PF0024* NAD 83(1986)-  44 48 22.     (N)    070 16 15.     (W)     SCALED    
 PF0024* NAVD 88     -       150.136  (meters)     492.57   (feet)  ADJUSTED  
 PF0024  ___________________________________________________________________
 PF0024  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 PF0024  DYNAMIC HT  -         150.123 (meters)     492.53  (feet)  COMP
 PF0024  MODELED GRAV-     980,527.3   (mgal)                       NAVD 88
 PF0024
 PF0024  VERT ORDER  -  SECOND    CLASS 0
 PF0024
 PF0024.The horizontal coordinates were scaled from a topographic map and have
 PF0024.an estimated accuracy of +/- 6 seconds.
 PF0024
 PF0024.The orthometric height was determined by differential leveling
 PF0024.and adjusted by the National Geodetic Survey in June 1991..
 PF0024
 PF0024.The geoid height was determined by GEOID03.
 PF0024
 PF0024.The dynamic height is computed by dividing the NAVD 88
 PF0024.geopotential number by the normal gravity value computed on the
 PF0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0024.degrees latitude (g = 980.6199 gals.).
 PF0024
 PF0024.The modeled gravity was interpolated from observed gravity values.
 PF0024
 PF0024;                    North         East    Units  Estimated Accuracy
 PF0024;SPC ME W     -   219,190.      891,760.      MT  (+/- 180 meters Scaled)
 PF0024
 PF0024                          SUPERSEDED SURVEY CONTROL
 PF0024
 PF0024  NGVD 29 (??/??/92)  150.28   (m)          493.0    (f) COMPUTED    2 0
 PF0024
 PF0024.Superseded values are not recommended for survey control.
 PF0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0024.See file dsdata.txt to determine how the superseded data were derived.
 PF0024
 PF0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK995621(NAD 83)
 PF0024_MARKER: DB = BENCH MARK DISK
 PF0024_SETTING: 66 = SET IN ROCK OUTCROP
 PF0024_SP_SET: ROCK OUTCROP
 PF0024_STAMPING: A 26 1933
 PF0024_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PF0024+STABILITY: POSITION/ELEVATION WELL
 PF0024
 PF0024  HISTORY     - Date     Condition        Report By
 PF0024  HISTORY     - 1933     MONUMENTED       CGS
 PF0024  HISTORY     - 1934     GOOD             NGS
 PF0024  HISTORY     - 20040828 MARK NOT FOUND   USPSQD
 PF0024
 PF0024                          STATION DESCRIPTION
 PF0024
 PF0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PF0024'2.7 MI W FROM STRONG.
 PF0024'ON THE SANDY RIVER AND RANGELEY LAKES RAILROAD, 4 1/2 RAILS
 PF0024'EAST OF ROAD CROSSING, 6 RAILS WEST OF MASONRY RAILROAD CULVERT,
 PF0024'3 YARDS NORTH OF CENTER OF TRACK, ON TOP OF SMALL ROUND OUTCROP
 PF0024'2 FEET ABOVE TRACK.
 PF0024
 PF0024                          STATION RECOVERY (1934)
 PF0024
 PF0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PF0024'RECOVERED IN GOOD CONDITION.
 PF0024
 PF0024                          STATION RECOVERY (2004)
 PF0024
 PF0024'RECOVERY NOTE BY US POWER SQUADRON 2004 (GBM)
 PF0024'SITE LOCATED WITH WAAS GPS. ALL RAILS REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0025 ***********************************************************************
 PF0025  DESIGNATION -  A 26 RESET 1938
 PF0025  PID         -  PF0025
 PF0025  STATE/COUNTY-  ME/FRANKLIN
 PF0025  USGS QUAD   -  PHILLIPS (1984)
 PF0025
 PF0025                         *CURRENT SURVEY CONTROL
 PF0025  ___________________________________________________________________
 PF0025* NAD 83(1986)-  44 48 22.     (N)    070 16 15.     (W)     SCALED    
 PF0025* NAVD 88     -       153.40   (meters)     503.3    (feet)  RESET     
 PF0025  ___________________________________________________________________
 PF0025  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 PF0025
 PF0025  VERT ORDER  -  THIRD
 PF0025
 PF0025.The horizontal coordinates were scaled from a topographic map and have
 PF0025.an estimated accuracy of +/- 6 seconds.
 PF0025
 PF0025.The orthometric height was computed from unverified reset data.
 PF0025.No vertical observational check was made to the station.
 PF0025
 PF0025.The geoid height was determined by GEOID03.
 PF0025
 PF0025;                    North         East    Units  Estimated Accuracy
 PF0025;SPC ME W     -   219,190.      891,760.      MT  (+/- 180 meters Scaled)
 PF0025
 PF0025                          SUPERSEDED SURVEY CONTROL
 PF0025
 PF0025  NGVD 29 (??/??/??)  153.54   (m)          503.7    (f) RESET       3  
 PF0025
 PF0025.Superseded values are not recommended for survey control.
 PF0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0025.See file dsdata.txt to determine how the superseded data were derived.
 PF0025
 PF0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK995621(NAD 83)
 PF0025_MARKER: DD = SURVEY DISK
 PF0025_SETTING: 66 = SET IN ROCK OUTCROP
 PF0025_SP_SET: ROCK OUTCROP
 PF0025_STAMPING: A 26 RESET 1938
 PF0025_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PF0025+STABILITY: POSITION/ELEVATION WELL
 PF0025
 PF0025  HISTORY     - Date     Condition        Report By
 PF0025  HISTORY     - 1938     MONUMENTED       LOCENG
 PF0025  HISTORY     - 1982     GOOD             USGS
 PF0025
 PF0025                          STATION DESCRIPTION
 PF0025
 PF0025'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1938
 PF0025'2.8 MI W FROM STRONG.
 PF0025'2.8 MILES WEST ALONG THE OLD ROADBED OF THE ABANDONED SANDY
 PF0025'RIVER AND RANGELEY LAKES RAILROAD FROM STRONG, FRANKLIN COUNTY,
 PF0025'AT AVON, NEAR A ROAD CROSSING, 52.2 FEET NORTH OF THE CENTER
 PF0025'LINE OF THE OLD ROADBED, AND IN THE TOP OF A ROCK OUTCROP.
 PF0025'A STANDARD DISK, STAMPED A 26 RESET 1938.
 PF0025
 PF0025                          STATION RECOVERY (1982)
 PF0025
 PF0025'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 PF0025'REVISED DESC: 2.8 MILES WEST ALONG STATE ROUTE 149 FROM STRONG AT
 PF0025'AVON AND THE JUNCTION OF A ROAD LEADING NORTH. 60 FEET NORTH AND 140
 PF0025'FEET EAST OF WYE ROAD JUNCTION. IN TOP OF A ROCK OUTCROP ABOUT ONE
 PF0025'FOOT ABOVE THE GROUND. STANDARD TABLET STAMPED 'A 26 RESET 1938'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0285 ***********************************************************************
 PF0285  DESIGNATION -  A 27
 PF0285  PID         -  PF0285
 PF0285  STATE/COUNTY-  ME/OXFORD
 PF0285  USGS QUAD   -  PUZZLE MOUNTAIN (1984)
 PF0285
 PF0285                         *CURRENT SURVEY CONTROL
 PF0285  ___________________________________________________________________
 PF0285* NAD 83(1986)-  44 33 57.     (N)    070 51 26.     (W)     SCALED    
 PF0285* NAVD 88     -       249.594  (meters)     818.88   (feet)  ADJUSTED  
 PF0285  ___________________________________________________________________
 PF0285  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 PF0285  DYNAMIC HT  -         249.561 (meters)     818.77  (feet)  COMP
 PF0285  MODELED GRAV-     980,478.5   (mgal)                       NAVD 88
 PF0285
 PF0285  VERT ORDER  -  SECOND    CLASS 0
 PF0285
 PF0285.The horizontal coordinates were scaled from a topographic map and have
 PF0285.an estimated accuracy of +/- 6 seconds.
 PF0285
 PF0285.The orthometric height was determined by differential leveling
 PF0285.and adjusted by the National Geodetic Survey in June 1991..
 PF0285
 PF0285.The geoid height was determined by GEOID03.
 PF0285
 PF0285.The dynamic height is computed by dividing the NAVD 88
 PF0285.geopotential number by the normal gravity value computed on the
 PF0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0285.degrees latitude (g = 980.6199 gals.).
 PF0285
 PF0285.The modeled gravity was interpolated from observed gravity values.
 PF0285
 PF0285;                    North         East    Units  Estimated Accuracy
 PF0285;SPC ME W     -   192,720.      845,140.      MT  (+/- 180 meters Scaled)
 PF0285
 PF0285                          SUPERSEDED SURVEY CONTROL
 PF0285
 PF0285  NGVD 29 (??/??/92)  249.737  (m)          819.35   (f) ADJ UNCH    2 0
 PF0285
 PF0285.Superseded values are not recommended for survey control.
 PF0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0285.See file dsdata.txt to determine how the superseded data were derived.
 PF0285
 PF0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK525363(NAD 83)
 PF0285_MARKER: DB = BENCH MARK DISK
 PF0285_SETTING: 66 = SET IN ROCK OUTCROP
 PF0285_SP_SET: ROCK LEDGE
 PF0285_STAMPING: 819.368 A 27 1933
 PF0285_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PF0285+STABILITY: POSITION/ELEVATION WELL
 PF0285
 PF0285  HISTORY     - Date     Condition        Report By
 PF0285  HISTORY     - 1933     MONUMENTED       CGS
 PF0285  HISTORY     - 1936     GOOD             NGS
 PF0285  HISTORY     - 1975     GOOD             MEDT
 PF0285
 PF0285                          STATION DESCRIPTION
 PF0285
 PF0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PF0285'7.3 MI NW FROM NEWRY.
 PF0285'ABOUT 7.3 MILES NORTHWEST ALONG STATE HIGHWAY 26 FROM THE
 PF0285'INTERSECTION OF U.S. HIGHWAY 2 AT NEWRY, OXFORD COUNTY, BETWEEN
 PF0285'POLES 269 AND 270, ABOUT 150 YARDS EAST OF A LARGE 2-STORY
 PF0285'RESIDENCE AND BARN, IN A MEADOW, ABOUT 17 YARDS NORTH OF THE CENTER
 PF0285'LINE OF THE HIGHWAY, IN THE TOP OF A LARGE LEDGE, AND ABOUT
 PF0285'LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED 819.368 A 27
 PF0285'1933.
 PF0285
 PF0285                          STATION RECOVERY (1936)
 PF0285
 PF0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1936
 PF0285'RECOVERED IN GOOD CONDITION.
 PF0285
 PF0285                          STATION RECOVERY (1975)
 PF0285
 PF0285'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 PF0285'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0147 ***********************************************************************
 PF0147  DESIGNATION -  A 29
 PF0147  PID         -  PF0147
 PF0147  STATE/COUNTY-  ME/OXFORD
 PF0147  USGS QUAD   -  WORTHLEY POND (1967)
 PF0147
 PF0147                         *CURRENT SURVEY CONTROL
 PF0147  ___________________________________________________________________
 PF0147* NAD 83(1986)-  44 29 29.     (N)    070 22 31.     (W)     SCALED    
 PF0147* NAVD 88     -       121.354  (meters)     398.14   (feet)  ADJUSTED  
 PF0147  ___________________________________________________________________
 PF0147  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 PF0147  DYNAMIC HT  -         121.341 (meters)     398.10  (feet)  COMP
 PF0147  MODELED GRAV-     980,508.1   (mgal)                       NAVD 88
 PF0147
 PF0147  VERT ORDER  -  SECOND    CLASS 0
 PF0147
 PF0147.The horizontal coordinates were scaled from a topographic map and have
 PF0147.an estimated accuracy of +/- 6 seconds.
 PF0147
 PF0147.The orthometric height was determined by differential leveling
 PF0147.and adjusted by the National Geodetic Survey in June 1991..
 PF0147
 PF0147.The geoid height was determined by GEOID03.
 PF0147
 PF0147.The dynamic height is computed by dividing the NAVD 88
 PF0147.geopotential number by the normal gravity value computed on the
 PF0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0147.degrees latitude (g = 980.6199 gals.).
 PF0147
 PF0147.The modeled gravity was interpolated from observed gravity values.
 PF0147
 PF0147;                    North         East    Units  Estimated Accuracy
 PF0147;SPC ME W     -   184,230.      883,410.      MT  (+/- 180 meters Scaled)
 PF0147
 PF0147                          SUPERSEDED SURVEY CONTROL
 PF0147
 PF0147  NGVD 29 (??/??/92)  121.492  (m)          398.60   (f) ADJ UNCH    2 0
 PF0147
 PF0147.Superseded values are not recommended for survey control.
 PF0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0147.See file dsdata.txt to determine how the superseded data were derived.
 PF0147
 PF0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK906273(NAD 83)
 PF0147_MARKER: DB = BENCH MARK DISK
 PF0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PF0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PF0147_STAMPING: A 29 1935
 PF0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0147+STABILITY: SURFACE MOTION
 PF0147
 PF0147  HISTORY     - Date     Condition        Report By
 PF0147  HISTORY     - 1935     MONUMENTED       CGS
 PF0147
 PF0147                          STATION DESCRIPTION
 PF0147
 PF0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PF0147'2 MI SE FROM PERU.
 PF0147'2.0 MILES SOUTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PF0147'STATION AT PERU, OXFORD COUNTY, 0.2 MILE EAST OF MILEPOST K 56,
 PF0147'79 FEET EAST OF THE EAST END OF THE STATION AT EAST PERU, 29
 PF0147'FEET SOUTHWEST OF THE SOUTH RAIL, 9 FEET EAST OF A FENCE CORNER,
 PF0147'AND 2 FEET NORTH OF THE FENCE LINE.  A STANDARD DISK, STAMPED A
 PF0147'29 1935 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 PF0147'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0135 ***********************************************************************
 PF0135  DESIGNATION -  A 30
 PF0135  PID         -  PF0135
 PF0135  STATE/COUNTY-  ME/ANDROSCOGGIN
 PF0135  USGS QUAD   -  LIVERMORE FALLS (1967)
 PF0135
 PF0135                         *CURRENT SURVEY CONTROL
 PF0135  ___________________________________________________________________
 PF0135* NAD 83(1986)-  44 27 47.     (N)    070 10 51.     (W)     SCALED    
 PF0135* NAVD 88     -        91.528  (meters)     300.29   (feet)  ADJUSTED  
 PF0135  ___________________________________________________________________
 PF0135  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 PF0135  DYNAMIC HT  -          91.519 (meters)     300.26  (feet)  COMP
 PF0135  MODELED GRAV-     980,511.9   (mgal)                       NAVD 88
 PF0135
 PF0135  VERT ORDER  -  SECOND    CLASS 0
 PF0135
 PF0135.The horizontal coordinates were scaled from a topographic map and have
 PF0135.an estimated accuracy of +/- 6 seconds.
 PF0135
 PF0135.The orthometric height was determined by differential leveling
 PF0135.and adjusted by the National Geodetic Survey in June 1991..
 PF0135
 PF0135.The geoid height was determined by GEOID03.
 PF0135
 PF0135.The dynamic height is computed by dividing the NAVD 88
 PF0135.geopotential number by the normal gravity value computed on the
 PF0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0135.degrees latitude (g = 980.6199 gals.).
 PF0135
 PF0135.The modeled gravity was interpolated from observed gravity values.
 PF0135
 PF0135;                    North         East    Units  Estimated Accuracy
 PF0135;SPC ME W     -   181,070.      898,870.      MT  (+/- 180 meters Scaled)
 PF0135
 PF0135                          SUPERSEDED SURVEY CONTROL
 PF0135
 PF0135  NGVD 29 (??/??/92)   91.658  (m)          300.71   (f) ADJ UNCH    2 0
 PF0135
 PF0135.Superseded values are not recommended for survey control.
 PF0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0135.See file dsdata.txt to determine how the superseded data were derived.
 PF0135
 PF0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK060239(NAD 83)
 PF0135_MARKER: DB = BENCH MARK DISK
 PF0135_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PF0135_SP_SET: BRIDGE
 PF0135_STAMPING: A 30 1935
 PF0135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0135
 PF0135  HISTORY     - Date     Condition        Report By
 PF0135  HISTORY     - 1935     MONUMENTED       CGS
 PF0135
 PF0135                          STATION DESCRIPTION
 PF0135
 PF0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PF0135'0.8 MI S FROM LIVERMORE FALLS.
 PF0135'0.8 MILE SOUTH ALONG THE MAINE CENTRAL RAILROAD FROM THE STATION
 PF0135'AT LIVERMORE FALLS, ANDROSCOGGIN COUNTY, 3 POLES WEST OF A STONE
 PF0135'BRIDGE, 2 1/2 POLES WEST OF SEMAPHORE F 667, 100 YARDS NORTHWEST
 PF0135'OF THE CENTER OF THE CROSSING OF STATE HIGHWAYS 17 AND 133, 38
 PF0135'FEET SOUTHEAST OF THE CENTER OF A ROAD CROSSING, AND 11 FEET
 PF0135'EAST OF THE EAST RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1179 ***********************************************************************
 PE1179  DESIGNATION -  A 31
 PE1179  PID         -  PE1179
 PE1179  STATE/COUNTY-  ME/KENNEBEC
 PE1179  USGS QUAD   -  GARDINER (1991)
 PE1179
 PE1179                         *CURRENT SURVEY CONTROL
 PE1179  ___________________________________________________________________
 PE1179* NAD 83(1986)-  44 13 54.     (N)    069 46 15.     (W)     SCALED    
 PE1179* NAVD 88     -         6.377  (meters)      20.92   (feet)  ADJUSTED  
 PE1179  ___________________________________________________________________
 PE1179  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 PE1179  DYNAMIC HT  -           6.377 (meters)      20.92  (feet)  COMP
 PE1179  MODELED GRAV-     980,522.5   (mgal)                       NAVD 88
 PE1179
 PE1179  VERT ORDER  -  SECOND    CLASS 0
 PE1179
 PE1179.The horizontal coordinates were scaled from a topographic map and have
 PE1179.an estimated accuracy of +/- 6 seconds.
 PE1179
 PE1179.The orthometric height was determined by differential leveling
 PE1179.and adjusted by the National Geodetic Survey in June 1991..
 PE1179
 PE1179.The geoid height was determined by GEOID03.
 PE1179
 PE1179.The dynamic height is computed by dividing the NAVD 88
 PE1179.geopotential number by the normal gravity value computed on the
 PE1179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1179.degrees latitude (g = 980.6199 gals.).
 PE1179
 PE1179.The modeled gravity was interpolated from observed gravity values.
 PE1179
 PE1179;                    North         East    Units  Estimated Accuracy
 PE1179;SPC ME W     -   155,430.      931,620.      MT  (+/- 180 meters Scaled)
 PE1179
 PE1179                          SUPERSEDED SURVEY CONTROL
 PE1179
 PE1179  NGVD 29 (??/??/92)    6.58   (m)           21.6    (f) COMPUTED    2 0
 PE1179
 PE1179.Superseded values are not recommended for survey control.
 PE1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1179.See file dsdata.txt to determine how the superseded data were derived.
 PE1179
 PE1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ384978(NAD 83)
 PE1179_MARKER: DB = BENCH MARK DISK
 PE1179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1179_STAMPING: A 31 1935
 PE1179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1179+STABILITY: SURFACE MOTION
 PE1179
 PE1179  HISTORY     - Date     Condition        Report By
 PE1179  HISTORY     - 1935     MONUMENTED       CGS
 PE1179  HISTORY     - 1962     MARK NOT FOUND   NGS
 PE1179  HISTORY     - 19910409 MARK NOT FOUND   USPSQD
 PE1179
 PE1179                          STATION DESCRIPTION
 PE1179
 PE1179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PE1179'AT GARDINER.
 PE1179'AT GARDINER, KENNEBEC COUNTY, 11 FEET SOUTH OF THE SOUTHEAST
 PE1179'CORNER OF THE MAINE CENTRAL RAILROAD STATION, 190 FEET SOUTH
 PE1179'OF MILEPOST P 56-V 195, AND 15.3 FEET WEST OF THE WEST RAIL.
 PE1179'A STANDARD DISK, STAMPED A 31 1935 AND SET IN THE TOP OF A
 PE1179'CONCRETE POST FLUSH WITH THE GROUND.  NOTE-- THE WHOLE AREA IN
 PE1179'THIS VICINITY HAS RECENTLY BEEN BLACKTOPPED AND MARK MAY POSSIBLY
 PE1179'BE COVERED OR DESTROYED.
 PE1179
 PE1179                          STATION RECOVERY (1991)
 PE1179
 PE1179'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 PE1179'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0736 ***********************************************************************
 PE0736  DESIGNATION -  A 32
 PE0736  PID         -  PE0736
 PE0736  STATE/COUNTY-  ME/PENOBSCOT
 PE0736  USGS QUAD   -  NEWPORT (1982)
 PE0736
 PE0736                         *CURRENT SURVEY CONTROL
 PE0736  ___________________________________________________________________
 PE0736* NAD 83(1986)-  44 50 53.     (N)    069 16 52.     (W)     SCALED    
 PE0736* NAVD 88     -        68.063  (meters)     223.30   (feet)  ADJUSTED  
 PE0736  ___________________________________________________________________
 PE0736  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 PE0736  DYNAMIC HT  -          68.060 (meters)     223.29  (feet)  COMP
 PE0736  MODELED GRAV-     980,576.6   (mgal)                       NAVD 88
 PE0736
 PE0736  VERT ORDER  -  SECOND    CLASS 0
 PE0736
 PE0736.The horizontal coordinates were scaled from a topographic map and have
 PE0736.an estimated accuracy of +/- 6 seconds.
 PE0736
 PE0736.The orthometric height was determined by differential leveling
 PE0736.and adjusted by the National Geodetic Survey in June 1991..
 PE0736.WARNING-Repeat measurements at this control monument indicate possible
 PE0736.vertical movement.
 PE0736
 PE0736.The geoid height was determined by GEOID03.
 PE0736
 PE0736.The dynamic height is computed by dividing the NAVD 88
 PE0736.geopotential number by the normal gravity value computed on the
 PE0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0736.degrees latitude (g = 980.6199 gals.).
 PE0736
 PE0736.The modeled gravity was interpolated from observed gravity values.
 PE0736
 PE0736;                    North         East    Units  Estimated Accuracy
 PE0736;SPC ME E     -   131,560.      238,260.      MT  (+/- 180 meters Scaled)
 PE0736
 PE0736                          SUPERSEDED SURVEY CONTROL
 PE0736
 PE0736  NGVD 29 (??/??/92)   68.287  (m)          224.04   (f) ADJ UNCH    2 0
 PE0736
 PE0736.Superseded values are not recommended for survey control.
 PE0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0736.See file dsdata.txt to determine how the superseded data were derived.
 PE0736
 PE0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK777661(NAD 83)
 PE0736_MARKER: DB = BENCH MARK DISK
 PE0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0736_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0736_STAMPING: A 32 1935
 PE0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0736+STABILITY: SURFACE MOTION
 PE0736
 PE0736  HISTORY     - Date     Condition        Report By
 PE0736  HISTORY     - 1935     MONUMENTED       CGS
 PE0736  HISTORY     - 1958     GOOD             NGS
 PE0736  HISTORY     - 1979     MARK NOT FOUND   USGS
 PE0736
 PE0736                          STATION DESCRIPTION
 PE0736
 PE0736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 PE0736'1.8 MI N FROM NEWPORT.
 PE0736'1.8 MILES NORTH ALONG THE MAINE CENTRAL RAILROAD FROM THE STATION
 PE0736'AT NEWPORT, 135 YARDS SOUTHWEST OF MILEPOST F 28, ABOUT 60
 PE0736'YARDS NORTHEAST OF THE CENTER OF THE JUNCTION OF STATE HIGHWAYS
 PE0736'11 AND 7, 105 FEET NORTHEAST OF A RIGHT-OF-WAY FENCE CORNER, 26
 PE0736'FEET NORTHWEST OF THE NORTHWEST RAIL, AND 4 FEET SOUTHEAST OF THE
 PE0736'RIGHT-OF-WAY FENCE LINE.  A STANDARD DISK, STAMPED A 32 1935 AND
 PE0736'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1/2 FOOT
 PE0736'ABOVE GROUND.
 PE0736
 PE0736                          STATION RECOVERY (1979)
 PE0736
 PE0736'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PE0736'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0793 ***********************************************************************
 QG0793  DESIGNATION -  A 33
 QG0793  PID         -  QG0793
 QG0793  STATE/COUNTY-  ME/PISCATAQUIS
 QG0793  USGS QUAD   -  BIG SQUAW POND (1989)
 QG0793
 QG0793                         *CURRENT SURVEY CONTROL
 QG0793  ___________________________________________________________________
 QG0793* NAD 83(1986)-  45 25 02.     (N)    069 37 36.     (W)     SCALED    
 QG0793* NAVD 88     -       328.366  (meters)    1077.31   (feet)  ADJUSTED  
 QG0793  ___________________________________________________________________
 QG0793  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 QG0793  DYNAMIC HT  -         328.350 (meters)    1077.26  (feet)  COMP
 QG0793  MODELED GRAV-     980,559.1   (mgal)                       NAVD 88
 QG0793
 QG0793  VERT ORDER  -  SECOND    CLASS 0
 QG0793
 QG0793.The horizontal coordinates were scaled from a topographic map and have
 QG0793.an estimated accuracy of +/- 6 seconds.
 QG0793
 QG0793.The orthometric height was determined by differential leveling
 QG0793.and adjusted by the National Geodetic Survey in June 1991..
 QG0793
 QG0793.The geoid height was determined by GEOID03.
 QG0793
 QG0793.The dynamic height is computed by dividing the NAVD 88
 QG0793.geopotential number by the normal gravity value computed on the
 QG0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0793.degrees latitude (g = 980.6199 gals.).
 QG0793
 QG0793.The modeled gravity was interpolated from observed gravity values.
 QG0793
 QG0793;                    North         East    Units  Estimated Accuracy
 QG0793;SPC ME E     -   195,130.      211,820.      MT  (+/- 180 meters Scaled)
 QG0793
 QG0793                          SUPERSEDED SURVEY CONTROL
 QG0793
 QG0793  NGVD 29 (??/??/92)  328.530  (m)         1077.85   (f) ADJ UNCH    2 0
 QG0793
 QG0793.Superseded values are not recommended for survey control.
 QG0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0793.See file dsdata.txt to determine how the superseded data were derived.
 QG0793
 QG0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL509294(NAD 83)
 QG0793_MARKER: DB = BENCH MARK DISK
 QG0793_SETTING: 66 = SET IN ROCK OUTCROP
 QG0793_SP_SET: ROCK OUTCROP
 QG0793_STAMPING: A 33 1935
 QG0793_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0793+STABILITY: POSITION/ELEVATION WELL
 QG0793
 QG0793  HISTORY     - Date     Condition        Report By
 QG0793  HISTORY     - 1935     MONUMENTED       CGS
 QG0793
 QG0793                          STATION DESCRIPTION
 QG0793
 QG0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QG0793'3.3 MI S FROM GREENVILLE.
 QG0793'3.3 MILES SOUTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM THE
 QG0793'STATION AT GREENVILLE, PISCATAQUIS COUNTY, 130 YARDS SOUTH OF
 QG0793'CULVERT 45+62, 50 FEET WEST OF THE WEST RAIL, AND IN THE TOP OF A
 QG0793'BLACK BASALT OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0735 ***********************************************************************
 QG0735  DESIGNATION -  A 34
 QG0735  PID         -  QG0735
 QG0735  STATE/COUNTY-  ME/PISCATAQUIS
 QG0735  USGS QUAD   -  SANGERVILLE (1984)
 QG0735
 QG0735                         *CURRENT SURVEY CONTROL
 QG0735  ___________________________________________________________________
 QG0735* NAD 83(1986)-  45 10 32.     (N)    069 18 55.     (W)     SCALED    
 QG0735* NAVD 88     -       117.309  (meters)     384.87   (feet)  ADJUSTED  
 QG0735  ___________________________________________________________________
 QG0735  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 QG0735  DYNAMIC HT  -         117.307 (meters)     384.86  (feet)  COMP
 QG0735  MODELED GRAV-     980,592.7   (mgal)                       NAVD 88
 QG0735
 QG0735  VERT ORDER  -  SECOND    CLASS 0
 QG0735
 QG0735.The horizontal coordinates were scaled from a topographic map and have
 QG0735.an estimated accuracy of +/- 6 seconds.
 QG0735
 QG0735.The orthometric height was determined by differential leveling
 QG0735.and adjusted by the National Geodetic Survey in June 1991..
 QG0735
 QG0735.The geoid height was determined by GEOID03.
 QG0735
 QG0735.The dynamic height is computed by dividing the NAVD 88
 QG0735.geopotential number by the normal gravity value computed on the
 QG0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0735.degrees latitude (g = 980.6199 gals.).
 QG0735
 QG0735.The modeled gravity was interpolated from observed gravity values.
 QG0735
 QG0735;                    North         East    Units  Estimated Accuracy
 QG0735;SPC ME E     -   167,980.      235,920.      MT  (+/- 180 meters Scaled)
 QG0735
 QG0735                          SUPERSEDED SURVEY CONTROL
 QG0735
 QG0735  NGVD 29 (??/??/92)  117.496  (m)          385.48   (f) ADJ UNCH    2 0
 QG0735
 QG0735.Superseded values are not recommended for survey control.
 QG0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0735.See file dsdata.txt to determine how the superseded data were derived.
 QG0735
 QG0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL752025(NAD 83)
 QG0735_MARKER: DB = BENCH MARK DISK
 QG0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0735_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0735_STAMPING: A 34 1935
 QG0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0735+STABILITY: SURFACE MOTION
 QG0735
 QG0735  HISTORY     - Date     Condition        Report By
 QG0735  HISTORY     - 1935     MONUMENTED       CGS
 QG0735  HISTORY     - 1978     MARK NOT FOUND   NGS
 QG0735  HISTORY     - 19950710 MARK NOT FOUND   USPSQD
 QG0735
 QG0735                          STATION DESCRIPTION
 QG0735
 QG0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QG0735'2.3 MI SE FROM SANGERVILLE.
 QG0735'2.3 MILES SOUTHEAST ALONG THE BANGOR AND AROOSTOOK RAILRAOD
 QG0735'FROM THE STATION AT SANGERVILLE, PISCATAQUIS COUNTY, AT LOWS
 QG0735'BRIDGE STATION, 36.0 FEET NORTH OF THE CENTER OF THE INTERSECTION
 QG0735'OF STATE HIGHWAY 15 AND 16, 21.3 FEET NORTHEAST OF A
 QG0735'CROSSING-WARNING SIGNAL, AND 8.5 FEET SOUTH OF THE RIGHT-OF-WAY
 QG0735'FENCE.  A STANDARD DISK, STAMPED A 34 1935 AND SET IN THE TOP OF
 QG0735'A CONCRETE POST PROJECTING 7 INCHES ABOVE GROUND.
 QG0735
 QG0735                          STATION RECOVERY (1978)
 QG0735
 QG0735'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0735'MARK SEARCHED BUT NOT RECOVERED.
 QG0735
 QG0735                          STATION RECOVERY (1995)
 QG0735
 QG0735'RECOVERY NOTE BY US POWER SQUADRON 1995
 QG0735'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0509 ***********************************************************************
 PE0509  DESIGNATION -  A 35
 PE0509  PID         -  PE0509
 PE0509  STATE/COUNTY-  ME/PENOBSCOT
 PE0509  USGS QUAD   -  VEAZIE (1988)
 PE0509
 PE0509                         *CURRENT SURVEY CONTROL
 PE0509  ___________________________________________________________________
 PE0509* NAD 83(1986)-  44 48 41.     (N)    068 44 37.     (W)     SCALED    
 PE0509* NAVD 88     -         6.678  (meters)      21.91   (feet)  ADJUSTED  
 PE0509  ___________________________________________________________________
 PE0509  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 PE0509  DYNAMIC HT  -           6.678 (meters)      21.91  (feet)  COMP
 PE0509  MODELED GRAV-     980,585.0   (mgal)                       NAVD 88
 PE0509
 PE0509  VERT ORDER  -  SECOND    CLASS 0
 PE0509
 PE0509.The horizontal coordinates were scaled from a topographic map and have
 PE0509.an estimated accuracy of +/- 6 seconds.
 PE0509
 PE0509.The orthometric height was determined by differential leveling
 PE0509.and adjusted by the National Geodetic Survey in June 1991..
 PE0509
 PE0509.The geoid height was determined by GEOID03.
 PE0509
 PE0509.The dynamic height is computed by dividing the NAVD 88
 PE0509.geopotential number by the normal gravity value computed on the
 PE0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0509.degrees latitude (g = 980.6199 gals.).
 PE0509
 PE0509.The modeled gravity was interpolated from observed gravity values.
 PE0509
 PE0509;                    North         East    Units  Estimated Accuracy
 PE0509;SPC ME E     -   127,210.      280,730.      MT  (+/- 180 meters Scaled)
 PE0509
 PE0509                          SUPERSEDED SURVEY CONTROL
 PE0509
 PE0509  NGVD 29 (??/??/92)    6.888  (m)           22.60   (f) ADJ UNCH    2 0
 PE0509
 PE0509.Superseded values are not recommended for survey control.
 PE0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0509.See file dsdata.txt to determine how the superseded data were derived.
 PE0509
 PE0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK202620(NAD 83)
 PE0509_MARKER: DB = BENCH MARK DISK
 PE0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0509_STAMPING: A 35 1935
 PE0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0509+STABILITY: SURFACE MOTION
 PE0509
 PE0509  HISTORY     - Date     Condition        Report By
 PE0509  HISTORY     - 1935     MONUMENTED       CGS
 PE0509  HISTORY     - 1966     GOOD             NGS
 PE0509  HISTORY     - 1981     MARK NOT FOUND   NGS
 PE0509
 PE0509                          STATION DESCRIPTION
 PE0509
 PE0509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0509'1.1 MI NE FROM BANGOR.
 PE0509'1.1 MILES NORTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE0509'BANGOR-BREWER BRIDGE OVER THE PENOBSCOT RIVER AND RAILROAD,
 PE0509'120 FEET WEST OF THE CENTER OF THE CROSSING OF A ROAD LEADING
 PE0509'TO THE BANGOR WATER WORKS, 32 FEET SOUTH OF THE CENTER LINE OF
 PE0509'STATE STREET, 11.5 FEET NORTH OF THE NORTH RAIL, 7 FEET EAST
 PE0509'OF A TELEPHONE POLE, IN LINE WITH A ROW OF POLES, 1 FOOT BELOW
 PE0509'THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 PE0509'PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 PE0509
 PE0509                          STATION RECOVERY (1981)
 PE0509
 PE0509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 PE0509'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0785 ***********************************************************************
 PE0785  DESIGNATION -  A 37
 PE0785  PID         -  PE0785
 PE0785  STATE/COUNTY-  ME/WALDO
 PE0785  USGS QUAD   -  BURNHAM (1982)
 PE0785
 PE0785                         *CURRENT SURVEY CONTROL
 PE0785  ___________________________________________________________________
 PE0785* NAD 83(1986)-  44 41 23.     (N)    069 25 40.     (W)     SCALED    
 PE0785* NAVD 88     -        44.630  (meters)     146.42   (feet)  ADJUSTED  
 PE0785  ___________________________________________________________________
 PE0785  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 PE0785  DYNAMIC HT  -          44.628 (meters)     146.42  (feet)  COMP
 PE0785  MODELED GRAV-     980,566.9   (mgal)                       NAVD 88
 PE0785
 PE0785  VERT ORDER  -  SECOND    CLASS 0
 PE0785
 PE0785.The horizontal coordinates were scaled from a topographic map and have
 PE0785.an estimated accuracy of +/- 6 seconds.
 PE0785
 PE0785.The orthometric height was determined by differential leveling
 PE0785.and adjusted by the National Geodetic Survey in June 1991..
 PE0785
 PE0785.The geoid height was determined by GEOID03.
 PE0785
 PE0785.The dynamic height is computed by dividing the NAVD 88
 PE0785.geopotential number by the normal gravity value computed on the
 PE0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0785.degrees latitude (g = 980.6199 gals.).
 PE0785
 PE0785.The modeled gravity was interpolated from observed gravity values.
 PE0785
 PE0785;                    North         East    Units  Estimated Accuracy
 PE0785;SPC ME E     -   114,090.      226,460.      MT  (+/- 180 meters Scaled)
 PE0785
 PE0785                          SUPERSEDED SURVEY CONTROL
 PE0785
 PE0785  NGVD 29 (??/??/92)   44.857  (m)          147.17   (f) ADJ UNCH    2 0
 PE0785
 PE0785.Superseded values are not recommended for survey control.
 PE0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0785.See file dsdata.txt to determine how the superseded data were derived.
 PE0785
 PE0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK661485(NAD 83)
 PE0785_MARKER: DB = BENCH MARK DISK
 PE0785_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE0785_SP_SET: ABUTMENT
 PE0785_STAMPING: A 37 1935
 PE0785_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0785
 PE0785  HISTORY     - Date     Condition        Report By
 PE0785  HISTORY     - 1935     MONUMENTED       CGS
 PE0785  HISTORY     - 1985     GOOD             USPSQD
 PE0785
 PE0785                          STATION DESCRIPTION
 PE0785
 PE0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE0785'AT BURNHAM.
 PE0785'AT BURNHAM, 0.1 MILE SOUTH OF THE BELFAST AND MOOSEHEAD LAKE
 PE0785'RAILROAD STATION, IN THE TOP OF THE SOUTHEAST CORNER OF THE STONE
 PE0785'ABUTMENT OF A STEEL BRIDGE, 3 FEET SOUTH OF THE SOUTH END OF THE
 PE0785'SUPER STRUCTURE, 7 FEET EAST OF THE EAST RAIL, AND ABOUT 2 FEET
 PE0785'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED A 37 1935.
 PE0785
 PE0785                          STATION RECOVERY (1985)
 PE0785
 PE0785'RECOVERY NOTE BY US POWER SQUADRON 1985
 PE0785'THE BELFAST AND MOOSEHEAD LAKE RAILROAD STATION HAS BEEN REMOVED BUT
 PE0785'IT'S FORMER POSITION IS OBVISON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0163 ***********************************************************************
 PE0163  DESIGNATION -  A 39
 PE0163  PID         -  PE0163
 PE0163  STATE/COUNTY-  ME/HANCOCK
 PE0163  USGS QUAD   -  AMHERST (1988)
 PE0163
 PE0163                         *CURRENT SURVEY CONTROL
 PE0163  ___________________________________________________________________
 PE0163* NAD 83(1986)-  44 50 11.     (N)    068 15 39.     (W)     SCALED    
 PE0163* NAVD 88     -        98.274  (meters)     322.42   (feet)  ADJUSTED  
 PE0163  ___________________________________________________________________
 PE0163  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 PE0163  DYNAMIC HT  -          98.268 (meters)     322.40  (feet)  COMP
 PE0163  MODELED GRAV-     980,559.0   (mgal)                       NAVD 88
 PE0163
 PE0163  VERT ORDER  -  SECOND    CLASS 0
 PE0163
 PE0163.The horizontal coordinates were scaled from a topographic map and have
 PE0163.an estimated accuracy of +/- 6 seconds.
 PE0163
 PE0163.The orthometric height was determined by differential leveling
 PE0163.and adjusted by the National Geodetic Survey in June 1991..
 PE0163
 PE0163.The geoid height was determined by GEOID03.
 PE0163
 PE0163.The dynamic height is computed by dividing the NAVD 88
 PE0163.geopotential number by the normal gravity value computed on the
 PE0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0163.degrees latitude (g = 980.6199 gals.).
 PE0163
 PE0163.The modeled gravity was interpolated from observed gravity values.
 PE0163
 PE0163;                    North         East    Units  Estimated Accuracy
 PE0163;SPC ME E     -   129,990.      318,910.      MT  (+/- 180 meters Scaled)
 PE0163
 PE0163                          SUPERSEDED SURVEY CONTROL
 PE0163
 PE0163  NGVD 29 (??/??/92)   98.465  (m)          323.05   (f) ADJ UNCH    2 0
 PE0163
 PE0163.Superseded values are not recommended for survey control.
 PE0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0163.See file dsdata.txt to determine how the superseded data were derived.
 PE0163
 PE0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK584650(NAD 83)
 PE0163_MARKER: DB = BENCH MARK DISK
 PE0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0163_STAMPING: A 39 1935
 PE0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0163+STABILITY: SURFACE MOTION
 PE0163
 PE0163  HISTORY     - Date     Condition        Report By
 PE0163  HISTORY     - 1935     MONUMENTED       CGS
 PE0163
 PE0163                          STATION DESCRIPTION
 PE0163
 PE0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE0163'6.5 MI E FROM AMHERST.
 PE0163'6.5 MILES EAST ALONG STATE HIGHWAY 9 FROM THE POST OFFICE AT
 PE0163'AMHERST, HANCOCK COUNTY, 3.1 MILES EAST OF THE JUNCTION OF THE
 PE0163'ROAD TO GREAT POND, 26 FEET WEST OF THE WEST END OF THE SOUTH
 PE0163'GUARDRAIL, 27 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND
 PE0163'8.3 FEET WEST OF A POLE.  A STANDARD DISK, STAMPED A 39 1935 AND
 PE0163'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 PE0163'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0157 ***********************************************************************
 PF0157  DESIGNATION -  A 4
 PF0157  PID         -  PF0157
 PF0157  STATE/COUNTY-  ME/OXFORD
 PF0157  USGS QUAD   -  BETHEL (1970)
 PF0157
 PF0157                         *CURRENT SURVEY CONTROL
 PF0157  ___________________________________________________________________
 PF0157* NAD 83(1986)-  44 24 50.     (N)    070 50 37.     (W)     SCALED    
 PF0157* NAVD 88     -       201.149  (meters)     659.94   (feet)  ADJUSTED  
 PF0157  ___________________________________________________________________
 PF0157  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 PF0157  DYNAMIC HT  -         201.122 (meters)     659.85  (feet)  COMP
 PF0157  MODELED GRAV-     980,478.3   (mgal)                       NAVD 88
 PF0157
 PF0157  VERT ORDER  -  FIRST     CLASS II
 PF0157
 PF0157.The horizontal coordinates were scaled from a topographic map and have
 PF0157.an estimated accuracy of +/- 6 seconds.
 PF0157
 PF0157.The orthometric height was determined by differential leveling
 PF0157.and adjusted by the National Geodetic Survey in June 1991..
 PF0157
 PF0157.The geoid height was determined by GEOID03.
 PF0157
 PF0157.The dynamic height is computed by dividing the NAVD 88
 PF0157.geopotential number by the normal gravity value computed on the
 PF0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0157.degrees latitude (g = 980.6199 gals.).
 PF0157
 PF0157.The modeled gravity was interpolated from observed gravity values.
 PF0157
 PF0157;                    North         East    Units  Estimated Accuracy
 PF0157;SPC ME W     -   175,830.      846,090.      MT  (+/- 180 meters Scaled)
 PF0157
 PF0157                          SUPERSEDED SURVEY CONTROL
 PF0157
 PF0157  NGVD 29 (??/??/92)  201.326  (m)          660.52   (f) ADJ UNCH    1 2
 PF0157
 PF0157.Superseded values are not recommended for survey control.
 PF0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0157.See file dsdata.txt to determine how the superseded data were derived.
 PF0157
 PF0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK532194(NAD 83)
 PF0157_MARKER: DB = BENCH MARK DISK
 PF0157_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PF0157_SP_SET: ABUTMENT
 PF0157_STAMPING: ELEV 660.517 FT A 4 1922
 PF0157_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0157
 PF0157  HISTORY     - Date     Condition        Report By
 PF0157  HISTORY     - 1922     MONUMENTED       CGS
 PF0157  HISTORY     - 1934     GOOD             NGS
 PF0157  HISTORY     - 1978     GOOD             NGS
 PF0157
 PF0157                          STATION DESCRIPTION
 PF0157
 PF0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PF0157'0.9 MI NE FROM WEST BETHEL.
 PF0157'0.9 MILE NORTHEAST ALONG THE GRAND TRUNK RAILWAY FROM ALLENS
 PF0157'(POST OFFICE WEST BETHEL), OXFORD COUNTY, 6 POLES WEST OF A
 PF0157'PRIVATE ROAD CROSSING, AT A BRIDGE OVER A SMALL BROOK WHICH FLOWS
 PF0157'INTO ANDROSCOGGIN RIVER, IN THE NORTH END OF THE WEST ABUTMENT,
 PF0157'AND IN THE SECOND COURSE OF STONE.
 PF0157
 PF0157                          STATION RECOVERY (1978)
 PF0157
 PF0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PF0157'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0407 ***********************************************************************
 PD0407  DESIGNATION -  A 40 RESET 1975
 PD0407  PID         -  PD0407
 PD0407  STATE/COUNTY-  ME/WASHINGTON
 PD0407  USGS QUAD   -  TUG MOUNTAIN (1990)
 PD0407
 PD0407                         *CURRENT SURVEY CONTROL
 PD0407  ___________________________________________________________________
 PD0407* NAD 83(1986)-  44 54 45.     (N)    067 47 38.     (W)     SCALED    
 PD0407* NAVD 88     -        97.83   (meters)     321.0    (feet)  RESET     
 PD0407  ___________________________________________________________________
 PD0407  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 PD0407
 PD0407  VERT ORDER  -  THIRD
 PD0407
 PD0407.The horizontal coordinates were scaled from a topographic map and have
 PD0407.an estimated accuracy of +/- 6 seconds.
 PD0407
 PD0407.The orthometric height was computed from unverified reset data.
 PD0407.No vertical observational check was made to the station.
 PD0407
 PD0407.The geoid height was determined by GEOID03.
 PD0407
 PD0407;                    North         East    Units  Estimated Accuracy
 PD0407;SPC ME E     -   138,660.      355,750.      MT  (+/- 180 meters Scaled)
 PD0407
 PD0407                          SUPERSEDED SURVEY CONTROL
 PD0407
 PD0407  NGVD 29 (01/19/06)   98.02   (m)          321.6    (f) RESET       3  
 PD0407
 PD0407.Superseded values are not recommended for survey control.
 PD0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0407.See file dsdata.txt to determine how the superseded data were derived.
 PD0407
 PD0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK952739(NAD 83)
 PD0407_MARKER: DB = BENCH MARK DISK
 PD0407_SETTING: 80 = SET IN A BOULDER
 PD0407_SP_SET: BOULDER
 PD0407_STAMPING: A 40 RESET 1975
 PD0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0407+STABILITY: SURFACE MOTION
 PD0407
 PD0407  HISTORY     - Date     Condition        Report By
 PD0407  HISTORY     - 1975     MONUMENTED       MEDT
 PD0407
 PD0407                          STATION DESCRIPTION
 PD0407
 PD0407'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 PD0407'7 MI W FROM WESLEY.
 PD0407'7.0 MILES WESTERLY ALONG STATE HIGHWAY 9 FROM THE JUNCTION OF
 PD0407'STATE HIGHWAY 192 AT WESLEY, 2.3 MILES EAST OF THE EAST MACHIAS
 PD0407'RIVER BRIDGE, 4600 FEET EAST PEMBROKE STREAM BRIDGE, 108 FEET
 PD0407'SOUTH OF THE CENTERLINE OF THE HIGHWAY IN THE TOP OF A POINTED
 PD0407'ROCK BOULDER WITH AN 8 FOOT BASE AND 4 FEET ABOVE THE GROUND.
 PD0407'ALSO 8.6 FEET SOUTHWEST OF A LONE 8 INCH WHITE BIRCH, 5.5 FEET
 PD0407'NORTH OF A 15 INCH PINE AND 1.1 FEET SOUTHWEST OF A 4 INCH SPRUCE
 PD0407'WITH WITNESS SIGN ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0045 ***********************************************************************
 QF0045  DESIGNATION -  A 41
 QF0045  PID         -  QF0045
 QF0045  STATE/COUNTY-  ME/WASHINGTON
 QF0045  USGS QUAD   -  MEDDYBEMPS LAKE WEST (1987)
 QF0045
 QF0045                         *CURRENT SURVEY CONTROL
 QF0045  ___________________________________________________________________
 QF0045* NAD 83(1986)-  45 05 32.     (N)    067 28 41.     (W)     SCALED    
 QF0045* NAVD 88     -       144.163  (meters)     472.97   (feet)  ADJUSTED  
 QF0045  ___________________________________________________________________
 QF0045  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 QF0045  DYNAMIC HT  -         144.161 (meters)     472.97  (feet)  COMP
 QF0045  MODELED GRAV-     980,593.5   (mgal)                       NAVD 88
 QF0045
 QF0045  VERT ORDER  -  SECOND    CLASS 0
 QF0045
 QF0045.The horizontal coordinates were scaled from a topographic map and have
 QF0045.an estimated accuracy of +/- 6 seconds.
 QF0045
 QF0045.The orthometric height was determined by differential leveling
 QF0045.and adjusted by the National Geodetic Survey in June 1991..
 QF0045
 QF0045.The geoid height was determined by GEOID03.
 QF0045
 QF0045.The dynamic height is computed by dividing the NAVD 88
 QF0045.geopotential number by the normal gravity value computed on the
 QF0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0045.degrees latitude (g = 980.6199 gals.).
 QF0045
 QF0045.The modeled gravity was interpolated from observed gravity values.
 QF0045
 QF0045;                    North         East    Units  Estimated Accuracy
 QF0045;SPC ME E     -   158,900.      380,440.      MT  (+/- 180 meters Scaled)
 QF0045
 QF0045                          SUPERSEDED SURVEY CONTROL
 QF0045
 QF0045.No superseded survey control is available for this station.
 QF0045
 QF0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK197943(NAD 83)
 QF0045_MARKER: DB = BENCH MARK DISK
 QF0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QF0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QF0045_STAMPING: A 41 1935
 QF0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0045+STABILITY: SURFACE MOTION
 QF0045
 QF0045  HISTORY     - Date     Condition        Report By
 QF0045  HISTORY     - 1935     MONUMENTED       CGS
 QF0045
 QF0045                          STATION DESCRIPTION
 QF0045
 QF0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QF0045'1.2 MI E FROM ALEXANDER.
 QF0045'1.2 MILES EAST ALONG STATE HIGHWAY 9 FROM THE JUNCTION OF A
 QF0045'ROAD LEADING TO SOUTH PRINCETON NEAR ALEXANDER, WASHINGTON COUNTY,
 QF0045'0.4 MILE WEST OF THE JUNCTION OF A ROAD LEADING SOUTH, AT THE
 QF0045'TOP OF A HIGH STEEP HILL, 120 FEET SOUTH OF A FARMHOUSE, 36 FEET
 QF0045'NORTH OF THE CENTER LINE OF THE HIGHWAY, 17 FEET WEST OF THE CENTER
 QF0045'LINE OF A FARM DRIVE, AND IN THE FRONT YARD OF THE HOUSE.  A
 QF0045'STANDARD DISK, STAMPED A 41 1935 AND SET IN THE TOP OF A CONCRETE
 QF0045'POST PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0108 ***********************************************************************
 RE0108  DESIGNATION -  A 43
 RE0108  PID         -  RE0108
 RE0108  STATE/COUNTY-  ME/AROOSTOOK
 RE0108  USGS QUAD   -  EASTON (1984)
 RE0108
 RE0108                         *CURRENT SURVEY CONTROL
 RE0108  ___________________________________________________________________
 RE0108* NAD 83(1986)-  46 38 32.     (N)    067 56 16.     (W)     SCALED    
 RE0108* NAVD 88     -       180.008  (meters)     590.58   (feet)  ADJUSTED  
 RE0108  ___________________________________________________________________
 RE0108  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 RE0108  DYNAMIC HT  -         180.025 (meters)     590.63  (feet)  COMP
 RE0108  MODELED GRAV-     980,704.7   (mgal)                       NAVD 88
 RE0108
 RE0108  VERT ORDER  -  SECOND    CLASS 0
 RE0108
 RE0108.The horizontal coordinates were scaled from a topographic map and have
 RE0108.an estimated accuracy of +/- 6 seconds.
 RE0108
 RE0108.The orthometric height was determined by differential leveling
 RE0108.and adjusted by the National Geodetic Survey in June 1991..
 RE0108
 RE0108.The geoid height was determined by GEOID03.
 RE0108
 RE0108.The dynamic height is computed by dividing the NAVD 88
 RE0108.geopotential number by the normal gravity value computed on the
 RE0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0108.degrees latitude (g = 980.6199 gals.).
 RE0108
 RE0108.The modeled gravity was interpolated from observed gravity values.
 RE0108
 RE0108;                    North         East    Units  Estimated Accuracy
 RE0108;SPC ME E     -   330,810.      343,040.      MT  (+/- 180 meters Scaled)
 RE0108
 RE0108                          SUPERSEDED SURVEY CONTROL
 RE0108
 RE0108  NGVD 29 (??/??/92)  180.209  (m)          591.24   (f) ADJ UNCH    2 0
 RE0108
 RE0108.Superseded values are not recommended for survey control.
 RE0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0108.See file dsdata.txt to determine how the superseded data were derived.
 RE0108
 RE0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM812659(NAD 83)
 RE0108_MARKER: DB = BENCH MARK DISK
 RE0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RE0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RE0108_STAMPING: A 43 1935
 RE0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RE0108+STABILITY: SURFACE MOTION
 RE0108
 RE0108  HISTORY     - Date     Condition        Report By
 RE0108  HISTORY     - 1935     MONUMENTED       CGS
 RE0108  HISTORY     - 1951     MARK NOT FOUND   USGS
 RE0108
 RE0108                          STATION DESCRIPTION
 RE0108
 RE0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RE0108'1.6 MI NE FROM PHAIR.
 RE0108'ABOUT 1.6 MILES NORTHEAST ALONG THE BANGOR AND AROOSTOOK RAILROAD
 RE0108'FROM THE STATION AT PHAIR, AROOSTOOK COUNTY, 48 FEET SOUTH
 RE0108'OF THE CENTER LINE OF U.S. HIGHWAY 1, 14 FEET SOUTHEAST OF
 RE0108'THE EAST END OF A 24-INCH METAL CULVERT, AND 20 FEET EAST OF
 RE0108'THE EAST RAIL.  A STANDARD DISK, STAMPED A 43 1935 AND SET
 RE0108'IN THE TOP OF A CONCRETE POST.
 RE0108
 RE0108                          STATION RECOVERY (1951)
 RE0108
 RE0108'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 RE0108'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1146 ***********************************************************************
 PE1146  DESIGNATION -  A 44
 PE1146  PID         -  PE1146
 PE1146  STATE/COUNTY-  ME/KENNEBEC
 PE1146  USGS QUAD   -  AUGUSTA (1991)
 PE1146
 PE1146                         *CURRENT SURVEY CONTROL
 PE1146  ___________________________________________________________________
 PE1146* NAD 83(1986)-  44 18 46.     (N)    069 47 37.     (W)     SCALED    
 PE1146* NAVD 88     -        83.796  (meters)     274.92   (feet)  ADJUSTED  
 PE1146  ___________________________________________________________________
 PE1146  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 PE1146  DYNAMIC HT  -          83.788 (meters)     274.89  (feet)  COMP
 PE1146  MODELED GRAV-     980,521.5   (mgal)                       NAVD 88
 PE1146
 PE1146  VERT ORDER  -  SECOND    CLASS 0
 PE1146
 PE1146.The horizontal coordinates were scaled from a topographic map and have
 PE1146.an estimated accuracy of +/- 6 seconds.
 PE1146
 PE1146.The orthometric height was determined by differential leveling
 PE1146.and adjusted by the National Geodetic Survey in June 1991..
 PE1146
 PE1146.The geoid height was determined by GEOID03.
 PE1146
 PE1146.The dynamic height is computed by dividing the NAVD 88
 PE1146.geopotential number by the normal gravity value computed on the
 PE1146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1146.degrees latitude (g = 980.6199 gals.).
 PE1146
 PE1146.The modeled gravity was interpolated from observed gravity values.
 PE1146
 PE1146;                    North         East    Units  Estimated Accuracy
 PE1146;SPC ME W     -   164,430.      929,760.      MT  (+/- 180 meters Scaled)
 PE1146
 PE1146                          SUPERSEDED SURVEY CONTROL
 PE1146
 PE1146  NGVD 29 (??/??/92)   84.016  (m)          275.64   (f) ADJ UNCH    2 0
 PE1146
 PE1146.Superseded values are not recommended for survey control.
 PE1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1146.See file dsdata.txt to determine how the superseded data were derived.
 PE1146
 PE1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK367069(NAD 83)
 PE1146_MARKER: DB = BENCH MARK DISK
 PE1146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1146_STAMPING: A 44 1935
 PE1146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1146+STABILITY: SURFACE MOTION
 PE1146
 PE1146  HISTORY     - Date     Condition        Report By
 PE1146  HISTORY     - 1935     MONUMENTED       CGS
 PE1146  HISTORY     - 1964     GOOD             NGS
 PE1146  HISTORY     - 1974     MARK NOT FOUND   NGS
 PE1146
 PE1146                          STATION DESCRIPTION
 PE1146
 PE1146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 PE1146'0.7 MI NW FROM AUGUSTA.
 PE1146'0.7 MILE NORTHWEST ALONG STATE HIGHWAY 100 FROM THE STATE
 PE1146'CAPITOL AT AUGUSTA, KENNEBEC COUNTY, 46 FEET SOUTHWEST OF
 PE1146'THE CENTERLINE OF THE HIGHWAY, 24 FEET NORTHWEST OF THE
 PE1146'CENTERLINE OF THE W.H. GARNETT DRIVEWAY, 3 FEET NORTHWEST OF
 PE1146'A ROW OF TREES, AND ON A TANGENT OF THE SOUTHWEST EDGE OF A
 PE1146'HIGHWAY LEADING TO THE AUGUSTA AIRPORT.  A STANDARD DISK,
 PE1146'STAMPED A 44 1935 AND SET IN THE TOP OF A CONCRETE POST FLUSH
 PE1146'WITH THE GROUND.  NOTE-- THE ROAD LEADING TO THE AIRPORT HAS
 PE1146'BEEN WIDENED AND THE MARK IS ON LINE WITH THE CENTERLINE OF THIS
 PE1146'EXTENDED INSTEAD OF TANGENT TO THE SW EDGE AS IN THE ORIGINAL
 PE1146'DESCRIPTION.
 PE1146
 PE1146                          STATION RECOVERY (1974)
 PE1146
 PE1146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 PE1146'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1261 ***********************************************************************
 PE1261  DESIGNATION -  A 46
 PE1261  PID         -  PE1261
 PE1261  STATE/COUNTY-  ME/KENNEBEC
 PE1261  USGS QUAD   -  CHINA LAKE (1983)
 PE1261
 PE1261                         *CURRENT SURVEY CONTROL
 PE1261  ___________________________________________________________________
 PE1261* NAD 83(1986)-  44 23 45.     (N)    069 34 17.     (W)     SCALED    
 PE1261* NAVD 88     -        67.886  (meters)     222.72   (feet)  ADJUSTED  
 PE1261  ___________________________________________________________________
 PE1261  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 PE1261  DYNAMIC HT  -          67.881 (meters)     222.71  (feet)  COMP
 PE1261  MODELED GRAV-     980,541.2   (mgal)                       NAVD 88
 PE1261
 PE1261  VERT ORDER  -  SECOND    CLASS 0
 PE1261
 PE1261.The horizontal coordinates were scaled from a topographic map and have
 PE1261.an estimated accuracy of +/- 6 seconds.
 PE1261
 PE1261.The orthometric height was determined by differential leveling
 PE1261.and adjusted by the National Geodetic Survey in June 1991..
 PE1261
 PE1261.The geoid height was determined by GEOID03.
 PE1261
 PE1261.The dynamic height is computed by dividing the NAVD 88
 PE1261.geopotential number by the normal gravity value computed on the
 PE1261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1261.degrees latitude (g = 980.6199 gals.).
 PE1261
 PE1261.The modeled gravity was interpolated from observed gravity values.
 PE1261
 PE1261;                    North         East    Units  Estimated Accuracy
 PE1261;SPC ME W     -   173,770.      947,430.      MT  (+/- 180 meters Scaled)
 PE1261
 PE1261                          SUPERSEDED SURVEY CONTROL
 PE1261
 PE1261  NGVD 29 (??/??/92)   68.100  (m)          223.42   (f) ADJ UNCH    2 0
 PE1261
 PE1261.Superseded values are not recommended for survey control.
 PE1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1261.See file dsdata.txt to determine how the superseded data were derived.
 PE1261
 PE1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK544159(NAD 83)
 PE1261_MARKER: DB = BENCH MARK DISK
 PE1261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1261_STAMPING: A 46 1935
 PE1261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1261+STABILITY: SURFACE MOTION
 PE1261
 PE1261  HISTORY     - Date     Condition        Report By
 PE1261  HISTORY     - 1935     MONUMENTED       CGS
 PE1261  HISTORY     - 1979     MARK NOT FOUND   USGS
 PE1261
 PE1261                          STATION DESCRIPTION
 PE1261
 PE1261'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE1261'AT SOUTH CHINA.
 PE1261'AT SOUTH CHINA, KENNEBEC COUNTY, AT THE INTERSECTION OF STATE
 PE1261'HIGHWAYS 32, 9, AND 3, 42 YARDS SOUTHWEST OF THE CENTERLINE OF
 PE1261'STATE HIGHWAY 9, 50 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 PE1261'G.A.R. BUILDING, AT THE SOUTHWEST QUADRANT OF STATE HIGHWAYS
 PE1261'32 AND 3, 17 FEET WEST OF THE CENTERLINE OF A ROAD, AND 9 FEET
 PE1261'SOUTH OF A LARGE TREE.  A STANDARD DISK, STAMPED A 46 1935 AND
 PE1261'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 PE1261
 PE1261                          STATION RECOVERY (1979)
 PE1261
 PE1261'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PE1261'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0911 ***********************************************************************
 PE0911  DESIGNATION -  A 47
 PE0911  PID         -  PE0911
 PE0911  STATE/COUNTY-  ME/LINCOLN
 PE0911  USGS QUAD   -  JEFFERSON (1979)
 PE0911
 PE0911                         *CURRENT SURVEY CONTROL
 PE0911  ___________________________________________________________________
 PE0911* NAD 83(1986)-  44 10 04.     (N)    069 22 40.     (W)     SCALED    
 PE0911* NAVD 88     -        76.713  (meters)     251.68   (feet)  ADJUSTED  
 PE0911  ___________________________________________________________________
 PE0911  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 PE0911  DYNAMIC HT  -          76.705 (meters)     251.66  (feet)  COMP
 PE0911  MODELED GRAV-     980,519.3   (mgal)                       NAVD 88
 PE0911
 PE0911  VERT ORDER  -  SECOND    CLASS 0
 PE0911
 PE0911.The horizontal coordinates were scaled from a topographic map and have
 PE0911.an estimated accuracy of +/- 6 seconds.
 PE0911
 PE0911.The orthometric height was determined by differential leveling
 PE0911.and adjusted by the National Geodetic Survey in June 1991..
 PE0911
 PE0911.The geoid height was determined by GEOID03.
 PE0911
 PE0911.The dynamic height is computed by dividing the NAVD 88
 PE0911.geopotential number by the normal gravity value computed on the
 PE0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0911.degrees latitude (g = 980.6199 gals.).
 PE0911
 PE0911.The modeled gravity was interpolated from observed gravity values.
 PE0911
 PE0911;                    North         East    Units  Estimated Accuracy
 PE0911;SPC ME W     -   148,560.      963,090.      MT  (+/- 180 meters Scaled)
 PE0911
 PE0911                          SUPERSEDED SURVEY CONTROL
 PE0911
 PE0911  NGVD 29 (??/??/92)   76.925  (m)          252.38   (f) ADJ UNCH    2 0
 PE0911
 PE0911.Superseded values are not recommended for survey control.
 PE0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0911.See file dsdata.txt to determine how the superseded data were derived.
 PE0911
 PE0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ697905(NAD 83)
 PE0911_MARKER: DB = BENCH MARK DISK
 PE0911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0911_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0911_STAMPING: A 47 1935
 PE0911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0911+STABILITY: SURFACE MOTION
 PE0911
 PE0911  HISTORY     - Date     Condition        Report By
 PE0911  HISTORY     - 1935     MONUMENTED       CGS
 PE0911
 PE0911                          STATION DESCRIPTION
 PE0911
 PE0911'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE0911'1.4 MI N FROM DAVIS CORNERS.
 PE0911'1.4 MILES NORTH ALONG STATE HIGHWAY 220 FROM DAVIS CORNERS,
 PE0911'LINCOLN COUNTY, AT BOGUE CORNER, 3 POLES SOUTH OF A CURVE, 53
 PE0911'FEET NORTH OF THE CENTER OF A ROAD JUNCTION, 20 FEET EAST OF
 PE0911'THE CENTER LINE OF THE HIGHWAY, AND 2 FEET EAST OF POLE 194.  A
 PE0911'STANDARD DISK, STAMPED A 47 1935 AND SET IN THE TOP OF A CONCRETE
 PE0911'POST PROJECTING 1/2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0939 ***********************************************************************
 PE0939  DESIGNATION -  A 48
 PE0939  PID         -  PE0939
 PE0939  STATE/COUNTY-  ME/WALDO
 PE0939  USGS QUAD   -  LIBERTY (1979)
 PE0939
 PE0939                         *CURRENT SURVEY CONTROL
 PE0939  ___________________________________________________________________
 PE0939* NAD 83(1986)-  44 26 52.     (N)    069 17 00.     (W)     SCALED    
 PE0939* NAVD 88     -       174.284  (meters)     571.80   (feet)  ADJUSTED  
 PE0939  ___________________________________________________________________
 PE0939  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 PE0939  DYNAMIC HT  -         174.267 (meters)     571.74  (feet)  COMP
 PE0939  MODELED GRAV-     980,515.9   (mgal)                       NAVD 88
 PE0939
 PE0939  VERT ORDER  -  SECOND    CLASS 0
 PE0939
 PE0939.The horizontal coordinates were scaled from a topographic map and have
 PE0939.an estimated accuracy of +/- 6 seconds.
 PE0939
 PE0939.The orthometric height was determined by differential leveling
 PE0939.and adjusted by the National Geodetic Survey in June 1991..
 PE0939
 PE0939.The geoid height was determined by GEOID03.
 PE0939
 PE0939.The dynamic height is computed by dividing the NAVD 88
 PE0939.geopotential number by the normal gravity value computed on the
 PE0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0939.degrees latitude (g = 980.6199 gals.).
 PE0939
 PE0939.The modeled gravity was interpolated from observed gravity values.
 PE0939
 PE0939;                    North         East    Units  Estimated Accuracy
 PE0939;SPC ME E     -    87,080.      237,650.      MT  (+/- 180 meters Scaled)
 PE0939
 PE0939                          SUPERSEDED SURVEY CONTROL
 PE0939
 PE0939  NGVD 29 (??/??/92)  174.494  (m)          572.49   (f) ADJ UNCH    2 0
 PE0939
 PE0939.Superseded values are not recommended for survey control.
 PE0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0939.See file dsdata.txt to determine how the superseded data were derived.
 PE0939
 PE0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK774216(NAD 83)
 PE0939_MARKER: DB = BENCH MARK DISK
 PE0939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0939_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0939_STAMPING: A 48 1935
 PE0939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0939+STABILITY: SURFACE MOTION
 PE0939
 PE0939  HISTORY     - Date     Condition        Report By
 PE0939  HISTORY     - 1935     MONUMENTED       CGS
 PE0939  HISTORY     - 1958     MARK NOT FOUND   NGS
 PE0939
 PE0939                          STATION DESCRIPTION
 PE0939
 PE0939'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 PE0939'3.1 MI N FROM MONTVILLE.
 PE0939'3.1 MILES NORTH ALONG STATE HIGHWAY 220 FROM THE JUNCTION OF A
 PE0939'ROAD AT MONTVILLE, WALDO COUNTY, 200 YARDS NORTHEAST OF THE TOP
 PE0939'OF A HILL, 40 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF
 PE0939'A ROAD LEADING WEST, 18 FEET SOUTHEAST OF THE CENTERLINE OF THE
 PE0939'HIGHWAY, 9.6 FEET NORTHEAST OF A LARGE MAPLE TREE, AND 9 FEET
 PE0939'SOUTH OF THE SOUTHEAST END OF A 24-INCH CORRUGATED SHEET-METAL
 PE0939'CULVERT.  A STANDARD DISK, STAMPED A 48 1935 AND SET IN THE TOP
 PE0939'OF A CONCRETE POST PROJECTING 1/2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0963 ***********************************************************************
 PE0963  DESIGNATION -  A 49
 PE0963  PID         -  PE0963
 PE0963  STATE/COUNTY-  ME/KNOX
 PE0963  USGS QUAD   -  SEARSMONT (1988)
 PE0963
 PE0963                         *CURRENT SURVEY CONTROL
 PE0963  ___________________________________________________________________
 PE0963* NAD 83(1986)-  44 17 00.     (N)    069 14 39.     (W)     SCALED    
 PE0963* NAVD 88     -        80.665  (meters)     264.65   (feet)  ADJUSTED  
 PE0963  ___________________________________________________________________
 PE0963  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 PE0963  DYNAMIC HT  -          80.657 (meters)     264.62  (feet)  COMP
 PE0963  MODELED GRAV-     980,521.1   (mgal)                       NAVD 88
 PE0963
 PE0963  VERT ORDER  -  SECOND    CLASS 0
 PE0963
 PE0963.The horizontal coordinates were scaled from a topographic map and have
 PE0963.an estimated accuracy of +/- 6 seconds.
 PE0963
 PE0963.The orthometric height was determined by differential leveling
 PE0963.and adjusted by the National Geodetic Survey in June 1991..
 PE0963
 PE0963.The geoid height was determined by GEOID03.
 PE0963
 PE0963.The dynamic height is computed by dividing the NAVD 88
 PE0963.geopotential number by the normal gravity value computed on the
 PE0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0963.degrees latitude (g = 980.6199 gals.).
 PE0963
 PE0963.The modeled gravity was interpolated from observed gravity values.
 PE0963
 PE0963;                    North         East    Units  Estimated Accuracy
 PE0963;SPC ME E     -    68,780.      240,600.      MT  (+/- 180 meters Scaled)
 PE0963
 PE0963                          SUPERSEDED SURVEY CONTROL
 PE0963
 PE0963  NGVD 29 (??/??/92)   80.877  (m)          265.34   (f) ADJ UNCH    2 0
 PE0963
 PE0963.Superseded values are not recommended for survey control.
 PE0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0963.See file dsdata.txt to determine how the superseded data were derived.
 PE0963
 PE0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK805033(NAD 83)
 PE0963_MARKER: DB = BENCH MARK DISK
 PE0963_SETTING: 80 = SET IN A BOULDER
 PE0963_SP_SET: BOULDER
 PE0963_STAMPING: A 49 1935
 PE0963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0963+STABILITY: SURFACE MOTION
 PE0963
 PE0963  HISTORY     - Date     Condition        Report By
 PE0963  HISTORY     - 1935     MONUMENTED       CGS
 PE0963
 PE0963                          STATION DESCRIPTION
 PE0963
 PE0963'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE0963'0.4 MI S FROM APPLETON.
 PE0963'0.4 MILE SOUTH ALONG STATE HIGHWAY 131 FROM THE JUNCTION OF
 PE0963'STATE HIGHWAY 105 AT APPLETON, KNOX COUNTY, 130 FEET EAST OF
 PE0963'THE CENTERLINE OF A ROAD LEADING TO APPLETON, 85 FEET EAST OF
 PE0963'THE WORLD WAR ROCK MONUMENT, 32 FEET NORTH OF THE CENTERLINE
 PE0963'OF A ROAD LEADING TO NORTH APPLETON, AND IN THE TOP OF A FLAT
 PE0963'GRANITE BOULDER.  A STANDARD DISK, STAMPED A 49 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0223 ***********************************************************************
 PD0223  DESIGNATION -  A 5
 PD0223  PID         -  PD0223
 PD0223  STATE/COUNTY-  ME/WASHINGTON
 PD0223  USGS QUAD   -  MACHIAS (1977)
 PD0223
 PD0223                         *CURRENT SURVEY CONTROL
 PD0223  ___________________________________________________________________
 PD0223* NAD 83(1986)-  44 42 45.     (N)    067 27 29.     (W)     SCALED    
 PD0223* NAVD 88     -        12.015  (meters)      39.42   (feet)  ADJUSTED  
 PD0223  ___________________________________________________________________
 PD0223  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 PD0223  DYNAMIC HT  -          12.015 (meters)      39.42  (feet)  COMP
 PD0223  MODELED GRAV-     980,591.8   (mgal)                       NAVD 88
 PD0223
 PD0223  VERT ORDER  -  FIRST     CLASS I
 PD0223
 PD0223.The horizontal coordinates were scaled from a topographic map and have
 PD0223.an estimated accuracy of +/- 6 seconds.
 PD0223
 PD0223.The orthometric height was determined by differential leveling
 PD0223.and adjusted by the National Geodetic Survey in June 1991..
 PD0223
 PD0223.The geoid height was determined by GEOID03.
 PD0223
 PD0223.The dynamic height is computed by dividing the NAVD 88
 PD0223.geopotential number by the normal gravity value computed on the
 PD0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0223.degrees latitude (g = 980.6199 gals.).
 PD0223
 PD0223.The modeled gravity was interpolated from observed gravity values.
 PD0223
 PD0223;                    North         East    Units  Estimated Accuracy
 PD0223;SPC ME E     -   116,730.      382,560.      MT  (+/- 180 meters Scaled)
 PD0223
 PD0223                          SUPERSEDED SURVEY CONTROL
 PD0223
 PD0223  NGVD 29 (??/??/92)   12.223  (m)           40.10   (f) ADJ UNCH    1 1
 PD0223
 PD0223.Superseded values are not recommended for survey control.
 PD0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0223.See file dsdata.txt to determine how the superseded data were derived.
 PD0223
 PD0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK221521(NAD 83)
 PD0223_MARKER: DD = SURVEY DISK
 PD0223_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PD0223_SP_SET: BRIDGE
 PD0223_STAMPING: A 5 40.20 1948
 PD0223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PD0223
 PD0223  HISTORY     - Date     Condition        Report By
 PD0223  HISTORY     - 1948     MONUMENTED       MIT
 PD0223  HISTORY     - 1962     GOOD             NGS
 PD0223  HISTORY     - 1966     GOOD             NGS
 PD0223  HISTORY     - 1973     GOOD             MEDT
 PD0223
 PD0223                          STATION DESCRIPTION
 PD0223
 PD0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PD0223'AT MACHIAS.
 PD0223'AT MACHIAS, SET ON TOP OF THE WEST CONCRETE WINGWALL AND AT THE
 PD0223'SOUTH END OF THE SOUTH ONE OF TWO BRIDGES OVER THE MACHIAS
 PD0223'RIVER AT MACHIAS, 21 FEET WEST OF THE CENTER LINE OF THE HIGHWAY
 PD0223'AND ABOUT LEVEL WITH THE HIGHWAY.
 PD0223
 PD0223                          STATION RECOVERY (1966)
 PD0223
 PD0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 PD0223'RECOVERED IN GOOD CONDITION.
 PD0223
 PD0223                          STATION RECOVERY (1973)
 PD0223
 PD0223'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1973
 PD0223'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0010 ***********************************************************************
 RG0010  DESIGNATION -  A 5
 RG0010  PID         -  RG0010
 RG0010  STATE/COUNTY-  ME/SOMERSET
 RG0010  USGS QUAD   -  DAAQUAM (1987)
 RG0010
 RG0010                         *CURRENT SURVEY CONTROL
 RG0010  ___________________________________________________________________
 RG0010* NAD 83(1986)-  46 34 15.     (N)    070 04 33.     (W)     SCALED    
 RG0010* NAVD 88     -       347.885  (meters)    1141.35   (feet)  ADJUSTED  
 RG0010  ___________________________________________________________________
 RG0010  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 RG0010  DYNAMIC HT  -         347.893 (meters)    1141.38  (feet)  COMP
 RG0010  MODELED GRAV-     980,629.7   (mgal)                       NAVD 88
 RG0010
 RG0010  VERT ORDER  -  FIRST     CLASS II
 RG0010
 RG0010.The horizontal coordinates were scaled from a topographic map and have
 RG0010.an estimated accuracy of +/- 6 seconds.
 RG0010
 RG0010.The orthometric height was determined by differential leveling
 RG0010.and adjusted by the National Geodetic Survey in June 1991..
 RG0010
 RG0010.The geoid height was determined by GEOID03.
 RG0010
 RG0010.The dynamic height is computed by dividing the NAVD 88
 RG0010.geopotential number by the normal gravity value computed on the
 RG0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RG0010.degrees latitude (g = 980.6199 gals.).
 RG0010
 RG0010.The modeled gravity was interpolated from observed gravity values.
 RG0010
 RG0010;                    North         East    Units  Estimated Accuracy
 RG0010;SPC ME W     -   415,320.      906,960.      MT  (+/- 180 meters Scaled)
 RG0010
 RG0010                          SUPERSEDED SURVEY CONTROL
 RG0010
 RG0010  NGVD 29 (??/??/92)  348.057  (m)         1141.92   (f) ADJ UNCH    1 2
 RG0010
 RG0010.Superseded values are not recommended for survey control.
 RG0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0010.See file dsdata.txt to determine how the superseded data were derived.
 RG0010
 RG0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM175580(NAD 83)
 RG0010_MARKER: DB = BENCH MARK DISK
 RG0010_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RG0010_SP_SET: ABUTMENT
 RG0010_STAMPING: A 5 1953
 RG0010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RG0010
 RG0010  HISTORY     - Date     Condition        Report By
 RG0010  HISTORY     - 1953     MONUMENTED       CGS
 RG0010
 RG0010                          STATION DESCRIPTION
 RG0010
 RG0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RG0010'0.9 MI NE FROM STE JUSTE.
 RG0010'0.9 MILE NORTHEAST ALONG THE QUEBEC CENTRAL RAILWAY FROM THE
 RG0010'STATION AT STE JUSTE, IN THE TOP OF THE SOUTHEAST END OF
 RG0010'SOUTHWEST ABUTMENT OF A 35-FOOT BRIDGE OVER A SMALL STREAM, 5.2
 RG0010'FEET SOUTHEAST OF SOUTHEAST RAIL AND ABOUT 1 FOOT BELOW LEVEL
 RG0010'OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0991 ***********************************************************************
 PE0991  DESIGNATION -  A 50
 PE0991  PID         -  PE0991
 PE0991  STATE/COUNTY-  ME/WALDO
 PE0991  USGS QUAD   -  BELFAST (1979)
 PE0991
 PE0991                         *CURRENT SURVEY CONTROL
 PE0991  ___________________________________________________________________
 PE0991* NAD 83(1986)-  44 24 37.     (N)    069 04 55.     (W)     SCALED    
 PE0991* NAVD 88     -       125.878  (meters)     412.98   (feet)  ADJUSTED  
 PE0991  ___________________________________________________________________
 PE0991  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 PE0991  DYNAMIC HT  -         125.868 (meters)     412.95  (feet)  COMP
 PE0991  MODELED GRAV-     980,536.7   (mgal)                       NAVD 88
 PE0991
 PE0991  VERT ORDER  -  SECOND    CLASS 0
 PE0991
 PE0991.The horizontal coordinates were scaled from a topographic map and have
 PE0991.an estimated accuracy of +/- 6 seconds.
 PE0991
 PE0991.The orthometric height was determined by differential leveling
 PE0991.and adjusted by the National Geodetic Survey in June 1991..
 PE0991
 PE0991.The geoid height was determined by GEOID03.
 PE0991
 PE0991.The dynamic height is computed by dividing the NAVD 88
 PE0991.geopotential number by the normal gravity value computed on the
 PE0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0991.degrees latitude (g = 980.6199 gals.).
 PE0991
 PE0991.The modeled gravity was interpolated from observed gravity values.
 PE0991
 PE0991;                    North         East    Units  Estimated Accuracy
 PE0991;SPC ME E     -    82,780.      253,650.      MT  (+/- 180 meters Scaled)
 PE0991
 PE0991                          SUPERSEDED SURVEY CONTROL
 PE0991
 PE0991  NGVD 29 (??/??/92)  126.106  (m)          413.73   (f) ADJ UNCH    2 0
 PE0991
 PE0991.Superseded values are not recommended for survey control.
 PE0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0991.See file dsdata.txt to determine how the superseded data were derived.
 PE0991
 PE0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK934174(NAD 83)
 PE0991_MARKER: DB = BENCH MARK DISK
 PE0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0991_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0991_STAMPING: A 50 1935
 PE0991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0991+STABILITY: SURFACE MOTION
 PE0991
 PE0991  HISTORY     - Date     Condition        Report By
 PE0991  HISTORY     - 1935     MONUMENTED       CGS
 PE0991  HISTORY     - 1944     MARK NOT FOUND   NGS
 PE0991
 PE0991                          STATION DESCRIPTION
 PE0991
 PE0991'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 PE0991'3.9 MI W FROM BELFAST.
 PE0991'3.9 MILES WEST ALONG STATE HIGHWAY 3 FROM THE POST OFFICE AT
 PE0991'BELFAST, WALDO COUNTY, ON THE WEST SLOPE OF A HILL, 92 FEET WEST
 PE0991'OF THE CENTER OF THE JUNCTION OF A ROAD LEADING NORTH, 34 FEET
 PE0991'NORTH OF THE CENTERLINE OF THE HIGHWAY, 15.5 FEET NORTHWEST OF
 PE0991'POLE 6+123, AND 13 FEET WEST OF THE SOUTHWEST CORNER OF THE
 PE0991'PASTURE FENCE.  A STANDARD DISK, STAMPED A 50 1935 AND SET IN
 PE0991'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1317 ***********************************************************************
 PE1317  DESIGNATION -  A 51
 PE1317  PID         -  PE1317
 PE1317  STATE/COUNTY-  ME/KENNEBEC
 PE1317  USGS QUAD   -  TOGUS POND (1982)
 PE1317
 PE1317                         *CURRENT SURVEY CONTROL
 PE1317  ___________________________________________________________________
 PE1317* NAD 83(1986)-  44 21 42.     (N)    069 38 17.     (W)     SCALED    
 PE1317* NAVD 88     -        82.609  (meters)     271.03   (feet)  ADJUSTED  
 PE1317  ___________________________________________________________________
 PE1317  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 PE1317  DYNAMIC HT  -          82.602 (meters)     271.00  (feet)  COMP
 PE1317  MODELED GRAV-     980,531.4   (mgal)                       NAVD 88
 PE1317
 PE1317  VERT ORDER  -  SECOND    CLASS 0
 PE1317
 PE1317.The horizontal coordinates were scaled from a topographic map and have
 PE1317.an estimated accuracy of +/- 6 seconds.
 PE1317
 PE1317.The orthometric height was determined by differential leveling
 PE1317.and adjusted by the National Geodetic Survey in June 1991..
 PE1317
 PE1317.The geoid height was determined by GEOID03.
 PE1317
 PE1317.The dynamic height is computed by dividing the NAVD 88
 PE1317.geopotential number by the normal gravity value computed on the
 PE1317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1317.degrees latitude (g = 980.6199 gals.).
 PE1317
 PE1317.The modeled gravity was interpolated from observed gravity values.
 PE1317
 PE1317;                    North         East    Units  Estimated Accuracy
 PE1317;SPC ME W     -   169,940.      942,140.      MT  (+/- 180 meters Scaled)
 PE1317
 PE1317                          SUPERSEDED SURVEY CONTROL
 PE1317
 PE1317  NGVD 29 (??/??/92)   82.82   (m)          271.7    (f) COMPUTED    2 0
 PE1317
 PE1317.Superseded values are not recommended for survey control.
 PE1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1317.See file dsdata.txt to determine how the superseded data were derived.
 PE1317
 PE1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK491122(NAD 83)
 PE1317_MARKER: DB = BENCH MARK DISK
 PE1317_SETTING: 66 = SET IN ROCK OUTCROP
 PE1317_SP_SET: ROCK LEDGE
 PE1317_STAMPING: A 51 1935
 PE1317_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1317+STABILITY: POSITION/ELEVATION WELL
 PE1317
 PE1317  HISTORY     - Date     Condition        Report By
 PE1317  HISTORY     - 1935     MONUMENTED       CGS
 PE1317
 PE1317                          STATION DESCRIPTION
 PE1317
 PE1317'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE1317'4.2 MI SW FROM SOUTH CHINA.
 PE1317'A-51 IS LOCATED 4.2 MILES SOUTHWEST OF THE JUNCTION AT S. CHINA
 PE1317'OF STATE HYS. 3, 9 AND 32, ON SOUTHWEST SLOPE OF HILL, 0.2 MILE
 PE1317'SOUTHWEST OF VASSALBORO-AUGUSTA TOWN LINE, 32 FT. SOUTHEAST OF
 PE1317'CENTERLINE OF HY., TABLET SET IN TOP OF OUTCROP OF GRANITE
 PE1317'LEDGE, ON FENCE LINE, AND ACROSS HIGHWAY FROM WEST END OF A
 PE1317'BARN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1318 ***********************************************************************
 PE1318  DESIGNATION -  A 51 RESET 1958
 PE1318  PID         -  PE1318
 PE1318  STATE/COUNTY-  ME/KENNEBEC
 PE1318  USGS QUAD   -  TOGUS POND (1982)
 PE1318
 PE1318                         *CURRENT SURVEY CONTROL
 PE1318  ___________________________________________________________________
 PE1318* NAD 83(1986)-  44 21 42.     (N)    069 38 17.     (W)     SCALED    
 PE1318* NAVD 88     -        83.47   (meters)     273.9    (feet)  RESET     
 PE1318  ___________________________________________________________________
 PE1318  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 PE1318
 PE1318  VERT ORDER  -  THIRD
 PE1318
 PE1318.The horizontal coordinates were scaled from a topographic map and have
 PE1318.an estimated accuracy of +/- 6 seconds.
 PE1318
 PE1318.The orthometric height was computed from unverified reset data.
 PE1318
 PE1318.The geoid height was determined by GEOID03.
 PE1318
 PE1318;                    North         East    Units  Estimated Accuracy
 PE1318;SPC ME W     -   169,940.      942,140.      MT  (+/- 180 meters Scaled)
 PE1318
 PE1318                          SUPERSEDED SURVEY CONTROL
 PE1318
 PE1318  NGVD 29 (??/??/??)   83.69   (m)          274.6    (f) RESET       3  
 PE1318
 PE1318.Superseded values are not recommended for survey control.
 PE1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1318.See file dsdata.txt to determine how the superseded data were derived.
 PE1318
 PE1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK491122(NAD 83)
 PE1318_MARKER: DD = SURVEY DISK
 PE1318_SETTING: 80 = SET IN A BOULDER
 PE1318_SP_SET: BOULDER
 PE1318_STAMPING: A 51 RESET 1958
 PE1318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1318+STABILITY: SURFACE MOTION
 PE1318
 PE1318  HISTORY     - Date     Condition        Report By
 PE1318  HISTORY     - 1958     MONUMENTED       MEHD
 PE1318
 PE1318                          STATION DESCRIPTION
 PE1318
 PE1318'DESCRIBED BY MAINE HIGHWAY DEPARTMENT (NOW MEDT) 1958
 PE1318'4.2 MI SW FROM SOUTH CHINA.
 PE1318'4.2 MILES SOUTHWEST ALONG STATE HIGHWAY 3 FROM THE INTERSECTION
 PE1318'OF STATE HIGHWAYS 32 AND 9 AT SOUTH CHINA, 0.2 MILE SOUTHWEST
 PE1318'OF THE VASSALBORO-AUGUSTA TOWN LINE, AT THE NORTHWEST SLOPE OF
 PE1318'A HILL, 52 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 200
 PE1318'FEET NORTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, AND SET IN THE
 PE1318'TOP OF A LARGE GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1544 ***********************************************************************
 PE1544  DESIGNATION -  A 52
 PE1544  PID         -  PE1544
 PE1544  STATE/COUNTY-  ME/KNOX
 PE1544  USGS QUAD   -  UNION (1979)
 PE1544
 PE1544                         *CURRENT SURVEY CONTROL
 PE1544  ___________________________________________________________________
 PE1544* NAD 83(1986)-  44 12 59.     (N)    069 17 40.     (W)     SCALED    
 PE1544* NAVD 88     -        21.672  (meters)      71.10   (feet)  ADJUSTED  
 PE1544  ___________________________________________________________________
 PE1544  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 PE1544  DYNAMIC HT  -          21.670 (meters)      71.10  (feet)  COMP
 PE1544  MODELED GRAV-     980,533.5   (mgal)                       NAVD 88
 PE1544
 PE1544  VERT ORDER  -  SECOND    CLASS 0
 PE1544
 PE1544.The horizontal coordinates were scaled from a topographic map and have
 PE1544.an estimated accuracy of +/- 6 seconds.
 PE1544
 PE1544.The orthometric height was determined by differential leveling
 PE1544.and adjusted by the National Geodetic Survey in June 1991..
 PE1544
 PE1544.The geoid height was determined by GEOID03.
 PE1544
 PE1544.The dynamic height is computed by dividing the NAVD 88
 PE1544.geopotential number by the normal gravity value computed on the
 PE1544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1544.degrees latitude (g = 980.6199 gals.).
 PE1544
 PE1544.The modeled gravity was interpolated from observed gravity values.
 PE1544
 PE1544;                    North         East    Units  Estimated Accuracy
 PE1544;SPC ME E     -    61,380.      236,520.      MT  (+/- 180 meters Scaled)
 PE1544
 PE1544                          SUPERSEDED SURVEY CONTROL
 PE1544
 PE1544  NGVD 29 (??/??/92)   21.882  (m)           71.79   (f) ADJ UNCH    2 0
 PE1544
 PE1544.Superseded values are not recommended for survey control.
 PE1544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1544.See file dsdata.txt to determine how the superseded data were derived.
 PE1544
 PE1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ764959(NAD 83)
 PE1544_MARKER: DB = BENCH MARK DISK
 PE1544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1544_STAMPING: A 52 1935
 PE1544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1544+STABILITY: SURFACE MOTION
 PE1544
 PE1544  HISTORY     - Date     Condition        Report By
 PE1544  HISTORY     - 1935     MONUMENTED       CGS
 PE1544  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 PE1544
 PE1544                          STATION DESCRIPTION
 PE1544
 PE1544'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE1544'1.2 MI NW FROM UNION.
 PE1544'1.2 MILES NORTHWEST ALONG STATE HIGHWAY 17 FROM THE CIVIL WAR
 PE1544'MONUMENT AT UNION, KNOX COUNTY, 0.5 MILE WEST OF THE JUNCTION OF
 PE1544'STATE HIGHWAY 131, 140 YARDS EAST OF THE CENTER OF A GRADED-ROAD
 PE1544'CROSSING, 72.4 FEET SOUTH OF THE SOUTHWEST CORNER OF THE ROUND
 PE1544'POND SCHOOL, AND 28 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.
 PE1544'A STANDARD DISK, STAMPED A 52 1935 AND SET IN THE TOP OF A
 PE1544'CONCRETE POST FLUSH WITH THE GROUND.
 PE1544
 PE1544                          STATION RECOVERY (2004)
 PE1544
 PE1544'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAB)
 PE1544'SINCE 1935 THE ROADS HAVE BEEN CHANGED. WHAT WAS THE SCHOOL IS A
 PE1544'RESIDENCE AND ACCORDING TO A NEIGHBOR IT WAS MOVED TO A DIFERENT
 PE1544'LOCATION. ITS PRESENT LOCATION CLOSELY APPOROXIMATES THE LAT LO AS
 PE1544'CHECKED WITH A GPS. NO MARK WAS OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1307 ***********************************************************************
 PE1307  DESIGNATION -  A 53
 PE1307  PID         -  PE1307
 PE1307  STATE/COUNTY-  ME/KENNEBEC
 PE1307  USGS QUAD   -  AUGUSTA (1991)
 PE1307
 PE1307                         *CURRENT SURVEY CONTROL
 PE1307  ___________________________________________________________________
 PE1307* NAD 83(1986)-  44 18 34.     (N)    069 45 51.     (W)     SCALED    
 PE1307* NAVD 88     -        65.019  (meters)     213.32   (feet)  ADJUSTED  
 PE1307  ___________________________________________________________________
 PE1307  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 PE1307  DYNAMIC HT  -          65.013 (meters)     213.30  (feet)  COMP
 PE1307  MODELED GRAV-     980,521.9   (mgal)                       NAVD 88
 PE1307
 PE1307  VERT ORDER  -  SECOND    CLASS 0
 PE1307
 PE1307.The horizontal coordinates were scaled from a topographic map and have
 PE1307.an estimated accuracy of +/- 6 seconds.
 PE1307
 PE1307.The orthometric height was determined by differential leveling
 PE1307.and adjusted by the National Geodetic Survey in June 1991..
 PE1307
 PE1307.The geoid height was determined by GEOID03.
 PE1307
 PE1307.The dynamic height is computed by dividing the NAVD 88
 PE1307.geopotential number by the normal gravity value computed on the
 PE1307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1307.degrees latitude (g = 980.6199 gals.).
 PE1307
 PE1307.The modeled gravity was interpolated from observed gravity values.
 PE1307
 PE1307;                    North         East    Units  Estimated Accuracy
 PE1307;SPC ME W     -   164,080.      932,110.      MT  (+/- 180 meters Scaled)
 PE1307
 PE1307                          SUPERSEDED SURVEY CONTROL
 PE1307
 PE1307  NGVD 29 (??/??/92)   65.237  (m)          214.03   (f) ADJ UNCH    2 0
 PE1307
 PE1307.Superseded values are not recommended for survey control.
 PE1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1307.See file dsdata.txt to determine how the superseded data were derived.
 PE1307
 PE1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK390065(NAD 83)
 PE1307_MARKER: DB = BENCH MARK DISK
 PE1307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1307_STAMPING: A 53 1935
 PE1307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1307+STABILITY: SURFACE MOTION
 PE1307
 PE1307  HISTORY     - Date     Condition        Report By
 PE1307  HISTORY     - 1935     MONUMENTED       CGS
 PE1307  HISTORY     - 1974     MARK NOT FOUND   NGS
 PE1307
 PE1307                          STATION DESCRIPTION
 PE1307
 PE1307'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE1307'0.5 MI S FROM AUGUSTA.
 PE1307'0.5 MILE SOUTH ALONG STATE HIGHWAY 17 FROM THE CONY HIGH SCHOOL
 PE1307'AT AUGUSTA, KENNEBEC COUNTY, 68.3 FEET NORTHEAST OF THE NORTH
 PE1307'CORNER OF THE FARINGTON SCHOOL, 46 YARDS SOUTHEAST OF THE
 PE1307'CENTERLINE OF STATE HIGHWAY 9, AND 28 FEET SOUTHWEST OF THE
 PE1307'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED A 53 1935
 PE1307'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 PE1307
 PE1307                          STATION RECOVERY (1974)
 PE1307
 PE1307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 PE1307'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SE0041 ***********************************************************************
 SE0041  DESIGNATION -  A 55
 SE0041  PID         -  SE0041
 SE0041  STATE/COUNTY-  ME/AROOSTOOK
 SE0041  USGS QUAD   -  HAMLIN (1986)
 SE0041
 SE0041                         *CURRENT SURVEY CONTROL
 SE0041  ___________________________________________________________________
 SE0041* NAD 83(1986)-  47 01 23.     (N)    067 48 22.     (W)     SCALED    
 SE0041* NAVD 88     -       237.842  (meters)     780.32   (feet)  POSTED    
 SE0041  ___________________________________________________________________
 SE0041  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 SE0041  DYNAMIC HT  -         237.870 (meters)     780.41  (feet)  COMP
 SE0041  MODELED GRAV-     980,726.8   (mgal)                       NAVD 88
 SE0041
 SE0041  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SE0041
 SE0041.The horizontal coordinates were scaled from a topographic map and have
 SE0041.an estimated accuracy of +/- 6 seconds.
 SE0041
 SE0041.The orthometric height was determined by differential leveling
 SE0041.and adjusted by the National Geodetic Survey in 1992..
 SE0041.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SE0041.rate of 0.0 thru 1.0 mm/km.
 SE0041
 SE0041.The geoid height was determined by GEOID03.
 SE0041
 SE0041.The dynamic height is computed by dividing the NAVD 88
 SE0041.geopotential number by the normal gravity value computed on the
 SE0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SE0041.degrees latitude (g = 980.6199 gals.).
 SE0041
 SE0041.The modeled gravity was interpolated from observed gravity values.
 SE0041
 SE0041;                    North         East    Units  Estimated Accuracy
 SE0041;SPC ME E     -   373,220.      352,750.      MT  (+/- 180 meters Scaled)
 SE0041
 SE0041                          SUPERSEDED SURVEY CONTROL
 SE0041
 SE0041  NGVD 29 (??/??/92)  238.025  (m)          780.92   (f) ADJ UNCH    2 0
 SE0041
 SE0041.Superseded values are not recommended for survey control.
 SE0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SE0041.See file dsdata.txt to determine how the superseded data were derived.
 SE0041
 SE0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN907084(NAD 83)
 SE0041_MARKER: DB = BENCH MARK DISK
 SE0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SE0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SE0041_STAMPING: A 55 1935
 SE0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SE0041+STABILITY: SURFACE MOTION
 SE0041
 SE0041  HISTORY     - Date     Condition        Report By
 SE0041  HISTORY     - 1935     MONUMENTED       CGS
 SE0041
 SE0041                          STATION DESCRIPTION
 SE0041
 SE0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SE0041'3.3 MI S FROM HAMLIN.
 SE0041'3.3 MILES SOUTH ALONG STATE HIGHWAY 165 FROM THE JUNCTION OF A
 SE0041'BLACK-TOP ROAD LEADING SOUTHEAST AT HAMLIN, AROOSTOOK COUNTY, 0.7
 SE0041'MILE SOUTH OF BERUBE SCHOOL, 53 FEET NORTHEAST OF POLE 7/340, 36
 SE0041'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND IN THE EDGE OF
 SE0041'A WOODS ADJOINING A FIELD.  A STANDARD DISK, STAMPED A 55 1935
 SE0041'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 SE0041'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SE0037 ***********************************************************************
 SE0037  DESIGNATION -  A 57
 SE0037  PID         -  SE0037
 SE0037  STATE/COUNTY-  ME/AROOSTOOK
 SE0037  USGS QUAD   -  HAMLIN (1986)
 SE0037
 SE0037                         *CURRENT SURVEY CONTROL
 SE0037  ___________________________________________________________________
 SE0037* NAD 83(1986)-  47 03 40.     (N)    067 47 25.     (W)     SCALED    
 SE0037* NAVD 88     -       166.216  (meters)     545.33   (feet)  ADJUSTED  
 SE0037  ___________________________________________________________________
 SE0037  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 SE0037  DYNAMIC HT  -         166.237 (meters)     545.40  (feet)  COMP
 SE0037  MODELED GRAV-     980,735.0   (mgal)                       NAVD 88
 SE0037
 SE0037  VERT ORDER  -  SECOND    CLASS 0
 SE0037
 SE0037.The horizontal coordinates were scaled from a topographic map and have
 SE0037.an estimated accuracy of +/- 6 seconds.
 SE0037
 SE0037.The orthometric height was determined by differential leveling
 SE0037.and adjusted by the National Geodetic Survey in June 1991..
 SE0037
 SE0037.The geoid height was determined by GEOID03.
 SE0037
 SE0037.The dynamic height is computed by dividing the NAVD 88
 SE0037.geopotential number by the normal gravity value computed on the
 SE0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SE0037.degrees latitude (g = 980.6199 gals.).
 SE0037
 SE0037.The modeled gravity was interpolated from observed gravity values.
 SE0037
 SE0037;                    North         East    Units  Estimated Accuracy
 SE0037;SPC ME E     -   377,460.      353,910.      MT  (+/- 180 meters Scaled)
 SE0037
 SE0037                          SUPERSEDED SURVEY CONTROL
 SE0037
 SE0037  NGVD 29 (??/??/92)  166.391  (m)          545.90   (f) ADJ UNCH    2 0
 SE0037
 SE0037.Superseded values are not recommended for survey control.
 SE0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SE0037.See file dsdata.txt to determine how the superseded data were derived.
 SE0037
 SE0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN918126(NAD 83)
 SE0037_MARKER: DB = BENCH MARK DISK
 SE0037_SETTING: 0 = UNSPECIFIED SETTING
 SE0037_STAMPING: A 57 1935
 SE0037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SE0037
 SE0037  HISTORY     - Date     Condition        Report By
 SE0037  HISTORY     - 1935     MONUMENTED       CGS
 SE0037  HISTORY     - 1953     GOOD             NGS
 SE0037
 SE0037                          STATION DESCRIPTION
 SE0037
 SE0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 SE0037'0.4 MI SE FROM HAMLIN.
 SE0037'0.4 MILE SOUTHEAST ALONG A BLACK-TOP ROAD FROM THE JUNCTION OF
 SE0037'STATE HIGHWAY 165 AT HAMLIN, AROOSTOOK COUNTY, AT THE UNITED
 SE0037'STATES-CANADIAN INTERNATIONAL BOUNDARY, 305 FEET SOUTH OF THE
 SE0037'SOUTHWEST CORNER OF THE U.S. CUSTOMS BUILDING, 29.5 FEET
 SE0037'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF AN OLD
 SE0037'TWO-AND-ONE-HALF-STORY HOUSE, 12.5 FEET NORTHWEST OF THE NORTHWEST
 SE0037'CORNER OF A SMALL TWO-STORY HOUSE, 23 FEET EAST OF THE CENTER
 SE0037'LINE OF THE ROAD, AT INTERNATIONAL-BOUNDARY MARKER 114, IN THE
 SE0037'TOP OF THE SOUTH SIDE OF THE MARKER, AND ABOUT 1-1/2 FEET ABOVE
 SE0037'THE LEVEL OF THE ROAD.  A STANDARD DISK, STAMPED A 57 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0054 ***********************************************************************
 RF0054  DESIGNATION -  A 58
 RF0054  PID         -  RF0054
 RF0054  STATE/COUNTY-  ME/AROOSTOOK
 RF0054  USGS QUAD   -  MAPLETON (1984)
 RF0054
 RF0054                         *CURRENT SURVEY CONTROL
 RF0054  ___________________________________________________________________
 RF0054* NAD 83(1986)-  46 41 38.     (N)    068 09 44.     (W)     SCALED    
 RF0054* NAVD 88     -       186.131  (meters)     610.66   (feet)  ADJUSTED  
 RF0054  ___________________________________________________________________
 RF0054  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 RF0054  DYNAMIC HT  -         186.148 (meters)     610.72  (feet)  COMP
 RF0054  MODELED GRAV-     980,704.2   (mgal)                       NAVD 88
 RF0054
 RF0054  VERT ORDER  -  SECOND    CLASS 0
 RF0054
 RF0054.The horizontal coordinates were scaled from a topographic map and have
 RF0054.an estimated accuracy of +/- 6 seconds.
 RF0054
 RF0054.The orthometric height was determined by differential leveling
 RF0054.and adjusted by the National Geodetic Survey in June 1991..
 RF0054
 RF0054.The geoid height was determined by GEOID03.
 RF0054
 RF0054.The dynamic height is computed by dividing the NAVD 88
 RF0054.geopotential number by the normal gravity value computed on the
 RF0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0054.degrees latitude (g = 980.6199 gals.).
 RF0054
 RF0054.The modeled gravity was interpolated from observed gravity values.
 RF0054
 RF0054;                    North         East    Units  Estimated Accuracy
 RF0054;SPC ME E     -   336,450.      325,830.      MT  (+/- 180 meters Scaled)
 RF0054
 RF0054                          SUPERSEDED SURVEY CONTROL
 RF0054
 RF0054  NGVD 29 (??/??/92)  186.310  (m)          611.25   (f) ADJ UNCH    2 0
 RF0054
 RF0054.Superseded values are not recommended for survey control.
 RF0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0054.See file dsdata.txt to determine how the superseded data were derived.
 RF0054
 RF0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM640714(NAD 83)
 RF0054_MARKER: DB = BENCH MARK DISK
 RF0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RF0054_STAMPING: A 58 1935
 RF0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0054+STABILITY: SURFACE MOTION
 RF0054
 RF0054  HISTORY     - Date     Condition        Report By
 RF0054  HISTORY     - 1935     MONUMENTED       CGS
 RF0054  HISTORY     - 1953     MARK NOT FOUND   USGS
 RF0054
 RF0054                          STATION DESCRIPTION
 RF0054
 RF0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RF0054'1.2 MI N FROM MAPLETON.
 RF0054'ABOUT 1.2 MILES NORTH ALONG THE WASHBURN ROAD FROM THE BANGOR
 RF0054'AND AROOSTOOK RAILROAD STATION AT MAPLETON, AROOSTOOK COUNTY,
 RF0054'ABOUT 57.6 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE BENJAMIN
 RF0054'HUGHES FARMHOUSE, AND 23 FEET EAST OF THE CENTER LINE OF THE
 RF0054'ROAD.  A STANDARD DISK, STAMPED A 58 1935 AND SET IN THE TOP OF A
 RF0054'CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 RF0054
 RF0054                          STATION RECOVERY (1953)
 RF0054
 RF0054'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 RF0054'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0226 ***********************************************************************
 PD0226  DESIGNATION -  A 6
 PD0226  PID         -  PD0226
 PD0226  STATE/COUNTY-  ME/WASHINGTON
 PD0226  USGS QUAD   -  MACHIAS (1977)
 PD0226
 PD0226                         *CURRENT SURVEY CONTROL
 PD0226  ___________________________________________________________________
 PD0226* NAD 83(1986)-  44 42 10.     (N)    067 28 00.     (W)     SCALED    
 PD0226* NAVD 88     -        27.825  (meters)      91.29   (feet)  ADJUSTED  
 PD0226  ___________________________________________________________________
 PD0226  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 PD0226  DYNAMIC HT  -          27.824 (meters)      91.29  (feet)  COMP
 PD0226  MODELED GRAV-     980,592.6   (mgal)                       NAVD 88
 PD0226
 PD0226  VERT ORDER  -  SECOND    CLASS 0
 PD0226
 PD0226.The horizontal coordinates were scaled from a topographic map and have
 PD0226.an estimated accuracy of +/- 6 seconds.
 PD0226
 PD0226.The orthometric height was determined by differential leveling
 PD0226.and adjusted by the National Geodetic Survey in June 1991..
 PD0226
 PD0226.The geoid height was determined by GEOID03.
 PD0226
 PD0226.The dynamic height is computed by dividing the NAVD 88
 PD0226.geopotential number by the normal gravity value computed on the
 PD0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0226.degrees latitude (g = 980.6199 gals.).
 PD0226
 PD0226.The modeled gravity was interpolated from observed gravity values.
 PD0226
 PD0226;                    North         East    Units  Estimated Accuracy
 PD0226;SPC ME E     -   115,640.      381,890.      MT  (+/- 180 meters Scaled)
 PD0226
 PD0226                          SUPERSEDED SURVEY CONTROL
 PD0226
 PD0226  NGVD 29 (??/??/92)   28.040  (m)           91.99   (f) ADJ UNCH    2 0
 PD0226
 PD0226.Superseded values are not recommended for survey control.
 PD0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0226.See file dsdata.txt to determine how the superseded data were derived.
 PD0226
 PD0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK214510(NAD 83)
 PD0226_MARKER: DD = SURVEY DISK
 PD0226_SETTING: 66 = SET IN ROCK OUTCROP
 PD0226_SP_SET: BEDROCK
 PD0226_STAMPING: A 6 92.08 1948
 PD0226_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0226+STABILITY: POSITION/ELEVATION WELL
 PD0226
 PD0226  HISTORY     - Date     Condition        Report By
 PD0226  HISTORY     - 1948     MONUMENTED       MIT
 PD0226  HISTORY     - 1962     GOOD             NGS
 PD0226
 PD0226                          STATION DESCRIPTION
 PD0226
 PD0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PD0226'1 MI SW FROM MACHIAS.
 PD0226'1.0 MILE SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 PD0226'MACHIAS, 0.1 MILE NORTHEAST OF THE JUNCTION OF A BLACK-TOP
 PD0226'ROAD LEADING SOUTH, SET ON THE TOP AND NEAR THE SOUTHEAST EDGE
 PD0226'OF A 21-BY-15-FOOT EXPOSED BEDROCK PROJECTING 2 FEET ABOVE THE LEVEL
 PD0226'OF THE GROUND, 28 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 PD0226'66 FEET EAST OF THE EAST CORNER OF A ONE-STORY FRAME HOUSE,
 PD0226'46 FEET NORTHEAST OF POWER-LINE POLE NO. 1809 AND ABOUT 1 FOOT
 PD0226'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0360 ***********************************************************************
 OC0360  DESIGNATION -  A 6
 OC0360  PID         -  OC0360
 OC0360  STATE/COUNTY-  ME/YORK
 OC0360  USGS QUAD   -  NORTH BERWICK (1973)
 OC0360
 OC0360                         *CURRENT SURVEY CONTROL
 OC0360  ___________________________________________________________________
 OC0360* NAD 83(1986)-  43 18 55.     (N)    070 39 16.     (W)     SCALED    
 OC0360* NAVD 88     -        57.557  (meters)     188.83   (feet)  ADJUSTED  
 OC0360  ___________________________________________________________________
 OC0360  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 OC0360  DYNAMIC HT  -          57.548 (meters)     188.81  (feet)  COMP
 OC0360  MODELED GRAV-     980,458.3   (mgal)                       NAVD 88
 OC0360
 OC0360  VERT ORDER  -  FIRST     CLASS I
 OC0360
 OC0360.The horizontal coordinates were scaled from a topographic map and have
 OC0360.an estimated accuracy of +/- 6 seconds.
 OC0360
 OC0360.The orthometric height was determined by differential leveling
 OC0360.and adjusted by the National Geodetic Survey in June 1991..
 OC0360
 OC0360.The geoid height was determined by GEOID03.
 OC0360
 OC0360.The dynamic height is computed by dividing the NAVD 88
 OC0360.geopotential number by the normal gravity value computed on the
 OC0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0360.degrees latitude (g = 980.6199 gals.).
 OC0360
 OC0360.The modeled gravity was interpolated from observed gravity values.
 OC0360
 OC0360;                    North         East    Units  Estimated Accuracy
 OC0360;SPC ME W     -    53,660.      860,430.      MT  (+/- 180 meters Scaled)
 OC0360
 OC0360                          SUPERSEDED SURVEY CONTROL
 OC0360
 OC0360  NGVD 29 (??/??/92)   57.774  (m)          189.55   (f) ADJ UNCH    1 1
 OC0360
 OC0360.Superseded values are not recommended for survey control.
 OC0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0360.See file dsdata.txt to determine how the superseded data were derived.
 OC0360
 OC0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH658971(NAD 83)
 OC0360_MARKER: DB = BENCH MARK DISK
 OC0360_SETTING: 80 = SET IN A BOULDER
 OC0360_SP_SET: BOULDER
 OC0360_STAMPING: A 6 1923 ELEV 189.547
 OC0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC0360+STABILITY: SURFACE MOTION
 OC0360
 OC0360  HISTORY     - Date     Condition        Report By
 OC0360  HISTORY     - 1923     MONUMENTED       CGS
 OC0360  HISTORY     - 1966     GOOD             NGS
 OC0360  HISTORY     - 1978     GOOD             DOD
 OC0360  HISTORY     - 19880408 GOOD             USPSQD
 OC0360  HISTORY     - 19950910 GOOD             USPSQD
 OC0360
 OC0360                          STATION DESCRIPTION
 OC0360
 OC0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 OC0360'4.2 MI W FROM WELLS.
 OC0360'ABOUT 4.0 MILES WEST ALONG STATE HIGHWAY 9 FROM THE JUNCTION OF
 OC0360'U.S. HIGHWAY 1 AT WELLS, THENCE 0.15 MILE NORTHWEST ALONG THE
 OC0360'BOSTON AND MAINE RAILROAD, IN THE TOP OF THE SOUTHEAST END OF A
 OC0360'4-BY-10-FOOT BOULDER WHICH PROJECTS 2 1/2 FEET, 39 FEET SOUTHEAST
 OC0360'OF THE 9TH TELEPHONE POLE NORTHWEST OF THE HIGHWAY OVERPASS, 23.2
 OC0360'FEET NORTHEAST OF THE NORTHEAST RAIL, AND ABOUT LEVEL WITH THE
 OC0360'TRACK.
 OC0360
 OC0360                          STATION RECOVERY (1978)
 OC0360
 OC0360'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 OC0360'RECOVERED IN GOOD CONDITION.
 OC0360
 OC0360                          STATION RECOVERY (1988)
 OC0360
 OC0360'RECOVERY NOTE BY US POWER SQUADRON 1988 (RSR)
 OC0360'RECOVERED IN GOOD CONDITION.
 OC0360
 OC0360                          STATION RECOVERY (1995)
 OC0360
 OC0360'RECOVERY NOTE BY US POWER SQUADRON 1995
 OC0360'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0090 ***********************************************************************
 QG0090  DESIGNATION -  A 60
 QG0090  PID         -  QG0090
 QG0090  STATE/COUNTY-  ME/AROOSTOOK
 QG0090  USGS QUAD   -  MATTAWAMKEAG (1988)
 QG0090
 QG0090                         *CURRENT SURVEY CONTROL
 QG0090  ___________________________________________________________________
 QG0090* NAD 83(1986)-  45 36 42.     (N)    068 18 19.     (W)     SCALED    
 QG0090* NAVD 88     -       129.627  (meters)     425.28   (feet)  ADJUSTED  
 QG0090  ___________________________________________________________________
 QG0090  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 QG0090  DYNAMIC HT  -         129.628 (meters)     425.29  (feet)  COMP
 QG0090  MODELED GRAV-     980,626.5   (mgal)                       NAVD 88
 QG0090
 QG0090  VERT ORDER  -  SECOND    CLASS 0
 QG0090
 QG0090.The horizontal coordinates were scaled from a topographic map and have
 QG0090.an estimated accuracy of +/- 6 seconds.
 QG0090
 QG0090.The orthometric height was determined by differential leveling
 QG0090.and adjusted by the National Geodetic Survey in June 1991..
 QG0090
 QG0090.The geoid height was determined by GEOID03.
 QG0090
 QG0090.The dynamic height is computed by dividing the NAVD 88
 QG0090.geopotential number by the normal gravity value computed on the
 QG0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0090.degrees latitude (g = 980.6199 gals.).
 QG0090
 QG0090.The modeled gravity was interpolated from observed gravity values.
 QG0090
 QG0090;                    North         East    Units  Estimated Accuracy
 QG0090;SPC ME E     -   216,130.      315,190.      MT  (+/- 180 meters Scaled)
 QG0090
 QG0090                          SUPERSEDED SURVEY CONTROL
 QG0090
 QG0090  NGVD 29 (??/??/92)  129.793  (m)          425.83   (f) ADJ UNCH    2 0
 QG0090
 QG0090.Superseded values are not recommended for survey control.
 QG0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0090.See file dsdata.txt to determine how the superseded data were derived.
 QG0090
 QG0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL541511(NAD 83)
 QG0090_MARKER: DB = BENCH MARK DISK
 QG0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0090_STAMPING: A 60 1935
 QG0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0090+STABILITY: SURFACE MOTION
 QG0090
 QG0090  HISTORY     - Date     Condition        Report By
 QG0090  HISTORY     - 1935     MONUMENTED       CGS
 QG0090  HISTORY     - 1978     MARK NOT FOUND   NGS
 QG0090  HISTORY     - 1978     MARK NOT FOUND   NGS
 QG0090  HISTORY     - 1978     MARK NOT FOUND   NGS
 QG0090
 QG0090                          STATION DESCRIPTION
 QG0090
 QG0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QG0090'2.8 MI SW FROM MACWAHOC.
 QG0090'2.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF U.S.
 QG0090'HIGHWAY 2A AT MACWAHOC, AROOSTOOK COUNTY, 0.2 MILE SOUTHWEST OF
 QG0090'THE JUNCTION OF A ROAD LEADING NORTHWEST TO BENEDICTA, 28 FEET
 QG0090'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 8 FEET NORTH
 QG0090'OF TELEPHONE POLE 246-280.  A STANDARD DISK, STAMPED A 60 1935
 QG0090'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 QG0090'GROUND.
 QG0090
 QG0090                          STATION RECOVERY (1978)
 QG0090
 QG0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0090'MARK SEARCHED FOR BUT NOT FOUND.
 QG0090
 QG0090                          STATION RECOVERY (1978)
 QG0090
 QG0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0090'MARK SEARCHED FOR BUT NOT FOUND.
 QG0090
 QG0090                          STATION RECOVERY (1978)
 QG0090
 QG0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0090'MARK SEARCHED FOR BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0028 ***********************************************************************
 QG0028  DESIGNATION -  A 61
 QG0028  PID         -  QG0028
 QG0028  STATE/COUNTY-  ME/AROOSTOOK
 QG0028  USGS QUAD   -  CRYSTAL (1989)
 QG0028
 QG0028                         *CURRENT SURVEY CONTROL
 QG0028  ___________________________________________________________________
 QG0028* NAD 83(1986)-  45 56 57.     (N)    068 20 43.     (W)     SCALED    
 QG0028* NAVD 88     -       164.358  (meters)     539.23   (feet)  ADJUSTED  
 QG0028  ___________________________________________________________________
 QG0028  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 QG0028  DYNAMIC HT  -         164.364 (meters)     539.25  (feet)  COMP
 QG0028  MODELED GRAV-     980,644.9   (mgal)                       NAVD 88
 QG0028
 QG0028  VERT ORDER  -  SECOND    CLASS 0
 QG0028
 QG0028.The horizontal coordinates were scaled from a topographic map and have
 QG0028.an estimated accuracy of +/- 6 seconds.
 QG0028
 QG0028.The orthometric height was determined by differential leveling
 QG0028.and adjusted by the National Geodetic Survey in June 1991..
 QG0028
 QG0028.The geoid height was determined by GEOID03.
 QG0028
 QG0028.The dynamic height is computed by dividing the NAVD 88
 QG0028.geopotential number by the normal gravity value computed on the
 QG0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0028.degrees latitude (g = 980.6199 gals.).
 QG0028
 QG0028.The modeled gravity was interpolated from observed gravity values.
 QG0028
 QG0028;                    North         East    Units  Estimated Accuracy
 QG0028;SPC ME E     -   253,640.      312,000.      MT  (+/- 180 meters Scaled)
 QG0028
 QG0028                          SUPERSEDED SURVEY CONTROL
 QG0028
 QG0028  NGVD 29 (??/??/92)  164.528  (m)          539.79   (f) ADJ UNCH    2 0
 QG0028
 QG0028.Superseded values are not recommended for survey control.
 QG0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0028.See file dsdata.txt to determine how the superseded data were derived.
 QG0028
 QG0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL507886(NAD 83)
 QG0028_MARKER: DB = BENCH MARK DISK
 QG0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0028_STAMPING: A61 1935
 QG0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0028+STABILITY: SURFACE MOTION
 QG0028
 QG0028  HISTORY     - Date     Condition        Report By
 QG0028  HISTORY     - 1935     MONUMENTED       CGS
 QG0028  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QG0028
 QG0028                          STATION DESCRIPTION
 QG0028
 QG0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QG0028'1.1 MI SE FROM CRYSTAL.
 QG0028'1.1 MILES SOUTHEAST ALONG THE GOLDEN RIDGE ROAD FROM THE BANGOR
 QG0028'AND AROOSTOOK RAILROAD STATION AT CRYSTAL, AROOSTOOK COUNTY, ON THE
 QG0028'TANGENT OF THE SOUTHWEST EDGE OF A ROAD FROM THE NORTHWEST, AND
 QG0028'23 FEET SOUTHWEST OF THE CENTERLINE OF MAIN ROAD.  A STANDARD
 QG0028'DISK, STAMPED A 61 1935 AND SET IN THE TOP OF A CONCRETE POST
 QG0028'PROJECTING ABOUT 1/2 FOOT ABOVE GROUND.
 QG0028
 QG0028                          STATION RECOVERY (1985)
 QG0028
 QG0028'RECOVERY NOTE BY US POWER SQUADRON 1985 (BRP)
 QG0028'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0565 ***********************************************************************
 QG0565  DESIGNATION -  A 62
 QG0565  PID         -  QG0565
 QG0565  STATE/COUNTY-  ME/PENOBSCOT
 QG0565  USGS QUAD   -  EAST MILLINOCKET (1988)
 QG0565
 QG0565                         *CURRENT SURVEY CONTROL
 QG0565  ___________________________________________________________________
 QG0565* NAD 83(1986)-  45 43 08.     (N)    068 35 27.     (W)     SCALED    
 QG0565* NAVD 88     -       101.939  (meters)     334.44   (feet)  ADJUSTED  
 QG0565  ___________________________________________________________________
 QG0565  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 QG0565  DYNAMIC HT  -         101.941 (meters)     334.45  (feet)  COMP
 QG0565  MODELED GRAV-     980,639.8   (mgal)                       NAVD 88
 QG0565
 QG0565  VERT ORDER  -  SECOND    CLASS 0
 QG0565
 QG0565.The horizontal coordinates were scaled from a topographic map and have
 QG0565.an estimated accuracy of +/- 6 seconds.
 QG0565
 QG0565.The orthometric height was determined by differential leveling
 QG0565.and adjusted by the National Geodetic Survey in June 1991..
 QG0565
 QG0565.The geoid height was determined by GEOID03.
 QG0565
 QG0565.The dynamic height is computed by dividing the NAVD 88
 QG0565.geopotential number by the normal gravity value computed on the
 QG0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0565.degrees latitude (g = 980.6199 gals.).
 QG0565
 QG0565.The modeled gravity was interpolated from observed gravity values.
 QG0565
 QG0565;                    North         East    Units  Estimated Accuracy
 QG0565;SPC ME E     -   228,040.      292,930.      MT  (+/- 180 meters Scaled)
 QG0565
 QG0565                          SUPERSEDED SURVEY CONTROL
 QG0565
 QG0565  NGVD 29 (??/??/92)  102.12   (m)          335.0    (f) COMPUTED    2 0
 QG0565
 QG0565.Superseded values are not recommended for survey control.
 QG0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0565.See file dsdata.txt to determine how the superseded data were derived.
 QG0565
 QG0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL318628(NAD 83)
 QG0565_MARKER: DB = BENCH MARK DISK
 QG0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0565_STAMPING: A 62 1935
 QG0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0565+STABILITY: SURFACE MOTION
 QG0565
 QG0565  HISTORY     - Date     Condition        Report By
 QG0565  HISTORY     - 1935     MONUMENTED       CGS
 QG0565  HISTORY     - 1959     MARK NOT FOUND   NGS
 QG0565
 QG0565                          STATION DESCRIPTION
 QG0565
 QG0565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QG0565'0.9 MI S FROM GRINDSTONE.
 QG0565'0.9 MILE SOUTH ALONG STATE HIGHWAY 11 FROM THE BANGOR AND
 QG0565'AROOSTOOK RAILROAD OVERPASS AT GRINDSTONE, PENOBSCOT COUNTY,
 QG0565'50 YARDS NORTHEAST OF THE TOP OF A HILL, 61 FEET NORTHEAST OF
 QG0565'TELEPHONE POLE 342, ON THE TANGENT OF THE SOUTH EDGE OF THE
 QG0565'HIGHWAY FROM THE NORTHEAST, AND 21 FEET SOUTHEAST OF THE
 QG0565'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED A 62 1935
 QG0565'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE
 QG0565'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0583 ***********************************************************************
 QG0583  DESIGNATION -  A 63
 QG0583  PID         -  QG0583
 QG0583  STATE/COUNTY-  ME/PENOBSCOT
 QG0583  USGS QUAD   -  MEDUNKEUNK LAKE (1988)
 QG0583
 QG0583                         *CURRENT SURVEY CONTROL
 QG0583  ___________________________________________________________________
 QG0583* NAD 83(1986)-  45 35 58.     (N)    068 30 48.     (W)     SCALED    
 QG0583* NAVD 88     -        81.281  (meters)     266.67   (feet)  ADJUSTED  
 QG0583  ___________________________________________________________________
 QG0583  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 QG0583  DYNAMIC HT  -          81.283 (meters)     266.68  (feet)  COMP
 QG0583  MODELED GRAV-     980,628.7   (mgal)                       NAVD 88
 QG0583
 QG0583  VERT ORDER  -  SECOND    CLASS 0
 QG0583
 QG0583.The horizontal coordinates were scaled from a topographic map and have
 QG0583.an estimated accuracy of +/- 6 seconds.
 QG0583
 QG0583.The orthometric height was determined by differential leveling
 QG0583.and adjusted by the National Geodetic Survey in June 1991..
 QG0583
 QG0583.The geoid height was determined by GEOID03.
 QG0583
 QG0583.The dynamic height is computed by dividing the NAVD 88
 QG0583.geopotential number by the normal gravity value computed on the
 QG0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0583.degrees latitude (g = 980.6199 gals.).
 QG0583
 QG0583.The modeled gravity was interpolated from observed gravity values.
 QG0583
 QG0583;                    North         East    Units  Estimated Accuracy
 QG0583;SPC ME E     -   214,760.      298,960.      MT  (+/- 180 meters Scaled)
 QG0583
 QG0583                          SUPERSEDED SURVEY CONTROL
 QG0583
 QG0583  NGVD 29 (??/??/92)   81.481  (m)          267.33   (f) ADJ UNCH    2 0
 QG0583
 QG0583.Superseded values are not recommended for survey control.
 QG0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0583.See file dsdata.txt to determine how the superseded data were derived.
 QG0583
 QG0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL379496(NAD 83)
 QG0583_MARKER: DB = BENCH MARK DISK
 QG0583_SETTING: 80 = SET IN A BOULDER
 QG0583_SP_SET: BOULDER
 QG0583_STAMPING: A 63 1935
 QG0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0583+STABILITY: SURFACE MOTION
 QG0583
 QG0583  HISTORY     - Date     Condition        Report By
 QG0583  HISTORY     - 1935     MONUMENTED       CGS
 QG0583  HISTORY     - 1959     GOOD             NGS
 QG0583  HISTORY     - 1976     GOOD             MEDT
 QG0583  HISTORY     - 19930622 GOOD             USPSQD
 QG0583
 QG0583                          STATION DESCRIPTION
 QG0583
 QG0583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QG0583'1.4 MI E FROM MEDWAY.
 QG0583'1.4 MILES EAST ALONG STATE HIGHWAY 157 FROM THE JUNCTION OF STATE
 QG0583'HIGHWAYS 11 AND 157 AT MEDWAY, 0.25 MILE EAST OF JUNCTION OF OLD
 QG0583'STATE HIGHWAY 157 AND NEW STATE HIGHWAY 157, ABOUT 125 YARDS
 QG0583'WEST OF A GREEN WOODEN FRAME HOUSE, SET ON TOP OF A 5 BY 5 FOOT
 QG0583'GREY BOULDER PROJECTING 3 FEET ABOVE THE GROUND, 51.3 FEET SOUTH
 QG0583'OF CENTER LINE OF HIGHWAY, 17.0 FEET EAST-SOUTHEAST OF POWER
 QG0583'LINE POLE NO. 63, 2.3 FEET SOUTH OF FENCE LINE, 41 FEET WEST OF
 QG0583'A POLE GATE AT PASTURE ENTRANCE, ABOUT 3 FEET BELOW THE LEVEL
 QG0583'OF THE HIGHWAY.
 QG0583
 QG0583                          STATION RECOVERY (1976)
 QG0583
 QG0583'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1976
 QG0583'RECOVERED IN GOOD CONDITION.
 QG0583
 QG0583                          STATION RECOVERY (1993)
 QG0583
 QG0583'RECOVERY NOTE BY US POWER SQUADRON 1993 (ELG)
 QG0583'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0032 ***********************************************************************
 PD0032  DESIGNATION -  A 66
 PD0032  PID         -  PD0032
 PD0032  STATE/COUNTY-  ME/WASHINGTON
 PD0032  USGS QUAD   -  EASTPORT (1977)
 PD0032
 PD0032                         *CURRENT SURVEY CONTROL
 PD0032  ___________________________________________________________________
 PD0032* NAD 83(1986)-  44 56 59.     (N)    067 06 43.     (W)     SCALED    
 PD0032* NAVD 88     -        15.531  (meters)      50.95   (feet)  ADJUSTED  
 PD0032  ___________________________________________________________________
 PD0032  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 PD0032  DYNAMIC HT  -          15.531 (meters)      50.95  (feet)  COMP
 PD0032  MODELED GRAV-     980,615.7   (mgal)                       NAVD 88
 PD0032
 PD0032  VERT ORDER  -  SECOND    CLASS 0
 PD0032
 PD0032.The horizontal coordinates were scaled from a topographic map and have
 PD0032.an estimated accuracy of +/- 6 seconds.
 PD0032
 PD0032.The orthometric height was determined by differential leveling
 PD0032.and adjusted by the National Geodetic Survey in June 1991..
 PD0032
 PD0032.The geoid height was determined by GEOID03.
 PD0032
 PD0032.The dynamic height is computed by dividing the NAVD 88
 PD0032.geopotential number by the normal gravity value computed on the
 PD0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0032.degrees latitude (g = 980.6199 gals.).
 PD0032
 PD0032.The modeled gravity was interpolated from observed gravity values.
 PD0032
 PD0032;                    North         East    Units  Estimated Accuracy
 PD0032;SPC ME E     -   143,490.      409,530.      MT  (+/- 180 meters Scaled)
 PD0032
 PD0032                          SUPERSEDED SURVEY CONTROL
 PD0032
 PD0032  NGVD 29 (??/??/92)   15.725  (m)           51.59   (f) ADJ UNCH    2 0
 PD0032
 PD0032.Superseded values are not recommended for survey control.
 PD0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0032.See file dsdata.txt to determine how the superseded data were derived.
 PD0032
 PD0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK489790(NAD 83)
 PD0032_MARKER: DB = BENCH MARK DISK
 PD0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PD0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PD0032_STAMPING: A 66 1935
 PD0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0032+STABILITY: SURFACE MOTION
 PD0032
 PD0032  HISTORY     - Date     Condition        Report By
 PD0032  HISTORY     - 1935     MONUMENTED       CGS
 PD0032  HISTORY     - 1946     POOR             NGS
 PD0032
 PD0032                          STATION DESCRIPTION
 PD0032
 PD0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PD0032'3.1 MI E FROM PEMBROKE.
 PD0032'3.1 MILES EAST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 PD0032'PEMBROKE, WASHINGTON COUNTY, AT THE MIDDLE OF A LONG GRADE, ABOUT
 PD0032'55 YARDS EAST OF AN 18-INCH CONCRETE CULVERT, ABOUT 80 FEET
 PD0032'SOUTHWEST OF A 2-STORY FARMHOUSE, AND 27 FEET NORTH OF THE CENTER
 PD0032'LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED A 66 1935 AND SET
 PD0032'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1/2 FOOT ABOVE
 PD0032'GROUND.
 PD0032
 PD0032                          STATION RECOVERY (1946)
 PD0032
 PD0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 PD0032'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0052 ***********************************************************************
 PD0052  DESIGNATION -  A 68
 PD0052  PID         -  PD0052
 PD0052  STATE/COUNTY-  ME/WASHINGTON
 PD0052  USGS QUAD   -  CUTLER (1993)
 PD0052
 PD0052                         *CURRENT SURVEY CONTROL
 PD0052  ___________________________________________________________________
 PD0052* NAD 83(1986)-  44 43 43.     (N)    067 12 09.     (W)     SCALED    
 PD0052* NAVD 88     -        28.522  (meters)      93.58   (feet)  ADJUSTED  
 PD0052  ___________________________________________________________________
 PD0052  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 PD0052  DYNAMIC HT  -          28.521 (meters)      93.57  (feet)  COMP
 PD0052  MODELED GRAV-     980,607.9   (mgal)                       NAVD 88
 PD0052
 PD0052  VERT ORDER  -  SECOND    CLASS 0
 PD0052
 PD0052.The horizontal coordinates were scaled from a topographic map and have
 PD0052.an estimated accuracy of +/- 6 seconds.
 PD0052
 PD0052.The orthometric height was determined by differential leveling
 PD0052.and adjusted by the National Geodetic Survey in June 1991..
 PD0052
 PD0052.The geoid height was determined by GEOID03.
 PD0052
 PD0052.The dynamic height is computed by dividing the NAVD 88
 PD0052.geopotential number by the normal gravity value computed on the
 PD0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0052.degrees latitude (g = 980.6199 gals.).
 PD0052
 PD0052.The modeled gravity was interpolated from observed gravity values.
 PD0052
 PD0052;                    North         East    Units  Estimated Accuracy
 PD0052;SPC ME E     -   118,810.      402,780.      MT  (+/- 180 meters Scaled)
 PD0052
 PD0052                          SUPERSEDED SURVEY CONTROL
 PD0052
 PD0052  NGVD 29 (??/??/92)   28.726  (m)           94.25   (f) ADJ UNCH    2 0
 PD0052
 PD0052.Superseded values are not recommended for survey control.
 PD0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0052.See file dsdata.txt to determine how the superseded data were derived.
 PD0052
 PD0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK423543(NAD 83)
 PD0052_MARKER: DB = BENCH MARK DISK
 PD0052_SETTING: 80 = SET IN A BOULDER
 PD0052_SP_SET: BOULDER
 PD0052_STAMPING: A 68 1935
 PD0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0052+STABILITY: SURFACE MOTION
 PD0052
 PD0052  HISTORY     - Date     Condition        Report By
 PD0052  HISTORY     - 1935     MONUMENTED       CGS
 PD0052  HISTORY     - 1946     MARK NOT FOUND   NGS
 PD0052
 PD0052                          STATION DESCRIPTION
 PD0052
 PD0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PD0052'5.1 MI SW FROM WHITING.
 PD0052'5.1 MILES SOUTHWEST ALONG THE CUTLER ROAD FROM THE JUNCTION OF
 PD0052'STATE HIGHWAY 189 AT WHITING, WASHINGTON COUNTY, ABOUT 0.3 MILE
 PD0052'NORTHEAST OF BAGLEY BROOK, ABOUT 100 FEET SOUTHEAST OF THE
 PD0052'CENTER LINE OF THE ROAD, AT THE TOP OF A SMALL RIDGE, IN THE
 PD0052'TOP OF A 3-BY 5-FOOT GRANITE BOULDER, AND ABOUT 1 FOOT ABOVE
 PD0052'GROUND.  A STANDARD DISK, STAMPED A 68 1935.  NOTE-- NO ROAD
 PD0052'OR TRAIL LEFT IN THIS AREA.
 PD0052
 PD0052                          STATION RECOVERY (1946)
 PD0052
 PD0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 PD0052'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0243 ***********************************************************************
 PE0243  DESIGNATION -  A 70
 PE0243  PID         -  PE0243
 PE0243  STATE/COUNTY-  ME/HANCOCK
 PE0243  USGS QUAD   -  WINTER HARBOR (1985)
 PE0243
 PE0243                         *CURRENT SURVEY CONTROL
 PE0243  ___________________________________________________________________
 PE0243* NAD 83(1986)-  44 24 42.     (N)    068 05 26.     (W)     SCALED    
 PE0243* NAVD 88     -        29.918  (meters)      98.16   (feet)  ADJUSTED  
 PE0243  ___________________________________________________________________
 PE0243  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 PE0243  DYNAMIC HT  -          29.917 (meters)      98.15  (feet)  COMP
 PE0243  MODELED GRAV-     980,566.4   (mgal)                       NAVD 88
 PE0243
 PE0243  VERT ORDER  -  SECOND    CLASS 0
 PE0243
 PE0243.The horizontal coordinates were scaled from a topographic map and have
 PE0243.an estimated accuracy of +/- 6 seconds.
 PE0243
 PE0243.The orthometric height was determined by differential leveling
 PE0243.and adjusted by the National Geodetic Survey in June 1991..
 PE0243
 PE0243.The geoid height was determined by GEOID03.
 PE0243
 PE0243.The dynamic height is computed by dividing the NAVD 88
 PE0243.geopotential number by the normal gravity value computed on the
 PE0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0243.degrees latitude (g = 980.6199 gals.).
 PE0243
 PE0243.The modeled gravity was interpolated from observed gravity values.
 PE0243
 PE0243;                    North         East    Units  Estimated Accuracy
 PE0243;SPC ME E     -    82,850.      332,610.      MT  (+/- 180 meters Scaled)
 PE0243
 PE0243                          SUPERSEDED SURVEY CONTROL
 PE0243
 PE0243  NGVD 29 (??/??/92)   30.126  (m)           98.84   (f) ADJ UNCH    2 0
 PE0243
 PE0243.Superseded values are not recommended for survey control.
 PE0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0243.See file dsdata.txt to determine how the superseded data were derived.
 PE0243
 PE0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK724180(NAD 83)
 PE0243_MARKER: DB = BENCH MARK DISK
 PE0243_SETTING: 66 = SET IN ROCK OUTCROP
 PE0243_SP_SET: BEDROCK
 PE0243_STAMPING: A 70 1935
 PE0243_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0243+STABILITY: POSITION/ELEVATION WELL
 PE0243
 PE0243  HISTORY     - Date     Condition        Report By
 PE0243  HISTORY     - 1935     MONUMENTED       CGS
 PE0243  HISTORY     - 1966     GOOD             NGS
 PE0243  HISTORY     - 1978     MARK NOT FOUND   USGS
 PE0243
 PE0243                          STATION DESCRIPTION
 PE0243
 PE0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0243'1.3 MI N FROM WINTER HARBOR.
 PE0243'0.1 MILE EAST ALONG MAIN STREET FROM THE POST OFFICE AT
 PE0243'WINTER HARBOR, THENCE 1.2 MILES NORTH ALONG STATE HIGHWAY 186,
 PE0243'SET ON THE TOP OF AN 8-BY-4-FOOT EXPOSED PORTION OF BEDROCK,
 PE0243'28 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 159 FEET SOUTHWEST
 PE0243'OF THE CENTER LINE OF THE HIGHWAY, 159 FEET SOUTHWEST OF THE
 PE0243'WEST END OF AN 18-INCH PIPE CULVERT UNDER THE HIGHWAY, 55 FEET
 PE0243'SOUTHWEST OF AND ACROSS THE HIGHWAY FROM POWER LINE POLE NO.
 PE0243'254C- 135, NEAR THE NORTHEAST END OF THE EXPOSED PORTION OF ROCK
 PE0243'AND ABOUT LEVEL WITH THE HIGHWAY.
 PE0243
 PE0243                          STATION RECOVERY (1978)
 PE0243
 PE0243'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 PE0243'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0185 ***********************************************************************
 PD0185  DESIGNATION -  A 75
 PD0185  PID         -  PD0185
 PD0185  STATE/COUNTY-  ME/WASHINGTON
 PD0185  USGS QUAD   -  LAKE CATHANCE (1987)
 PD0185
 PD0185                         *CURRENT SURVEY CONTROL
 PD0185  ___________________________________________________________________
 PD0185* NAD 83(1986)-  44 59 58.     (N)    067 25 14.     (W)     SCALED    
 PD0185* NAVD 88     -       109.136  (meters)     358.06   (feet)  ADJUSTED  
 PD0185  ___________________________________________________________________
 PD0185  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 PD0185  DYNAMIC HT  -         109.131 (meters)     358.04  (feet)  COMP
 PD0185  MODELED GRAV-     980,572.2   (mgal)                       NAVD 88
 PD0185
 PD0185  VERT ORDER  -  SECOND    CLASS 0
 PD0185
 PD0185.The horizontal coordinates were scaled from a topographic map and have
 PD0185.an estimated accuracy of +/- 6 seconds.
 PD0185
 PD0185.The orthometric height was determined by differential leveling
 PD0185.and adjusted by the National Geodetic Survey in June 1991..
 PD0185
 PD0185.The geoid height was determined by GEOID03.
 PD0185
 PD0185.The dynamic height is computed by dividing the NAVD 88
 PD0185.geopotential number by the normal gravity value computed on the
 PD0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0185.degrees latitude (g = 980.6199 gals.).
 PD0185
 PD0185.The modeled gravity was interpolated from observed gravity values.
 PD0185
 PD0185;                    North         East    Units  Estimated Accuracy
 PD0185;SPC ME E     -   148,650.      385,100.      MT  (+/- 180 meters Scaled)
 PD0185
 PD0185                          SUPERSEDED SURVEY CONTROL
 PD0185
 PD0185  NGVD 29 (??/??/92)  109.339  (m)          358.72   (f) ADJ UNCH    2 0
 PD0185
 PD0185.Superseded values are not recommended for survey control.
 PD0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0185.See file dsdata.txt to determine how the superseded data were derived.
 PD0185
 PD0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK244841(NAD 83)
 PD0185_MARKER: DB = BENCH MARK DISK
 PD0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PD0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PD0185_STAMPING: A 75 1935
 PD0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0185+STABILITY: SURFACE MOTION
 PD0185
 PD0185  HISTORY     - Date     Condition        Report By
 PD0185  HISTORY     - 1935     MONUMENTED       CGS
 PD0185
 PD0185                          STATION DESCRIPTION
 PD0185
 PD0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PD0185'1.9 MI E FROM COOPERS CORNER.
 PD0185'1.9 MILES EAST ALONG STATE HIGHWAY 191 FROM COOPERS CORNER,
 PD0185'WASHINGTON COUNTY, 0.5 MILE EAST OF THE POST OFFICE AT GROVE,
 PD0185'AT THE THREE-CORNERED JUNCTION OF A ROAD FROM MARION, 150 FEET
 PD0185'SOUTHEAST OF THE CENTER OF THE JUNCTION, 150 FEET SOUTHEAST
 PD0185'OF THE CENTER LINE OF THE HIGHWAY, 24 FEET SOUTHWEST OF THE
 PD0185'CENTER LINE OF THE MARION ROAD, 7 FEET NORTHEAST OF A STONE-WALL
 PD0185'CORNER, AND 4 FEET SOUTHWEST OF A POLE.  A STANDARD DISK, STAMPED
 PD0185'A 75 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 PD0185'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0384 ***********************************************************************
 PD0384  DESIGNATION -  A 76
 PD0384  PID         -  PD0384
 PD0384  STATE/COUNTY-  ME/WASHINGTON
 PD0384  USGS QUAD   -  BOG LAKE (1990)
 PD0384
 PD0384                         *CURRENT SURVEY CONTROL
 PD0384  ___________________________________________________________________
 PD0384* NAD 83(1986)-  44 50 45.     (N)    067 35 20.     (W)     SCALED    
 PD0384* NAVD 88     -        55.581  (meters)     182.35   (feet)  ADJUSTED  
 PD0384  ___________________________________________________________________
 PD0384  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 PD0384  DYNAMIC HT  -          55.579 (meters)     182.35  (feet)  COMP
 PD0384  MODELED GRAV-     980,576.2   (mgal)                       NAVD 88
 PD0384
 PD0384  VERT ORDER  -  SECOND    CLASS 0
 PD0384
 PD0384.The horizontal coordinates were scaled from a topographic map and have
 PD0384.an estimated accuracy of +/- 6 seconds.
 PD0384
 PD0384.The orthometric height was determined by differential leveling
 PD0384.and adjusted by the National Geodetic Survey in June 1991..
 PD0384
 PD0384.The geoid height was determined by GEOID03.
 PD0384
 PD0384.The dynamic height is computed by dividing the NAVD 88
 PD0384.geopotential number by the normal gravity value computed on the
 PD0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0384.degrees latitude (g = 980.6199 gals.).
 PD0384
 PD0384.The modeled gravity was interpolated from observed gravity values.
 PD0384
 PD0384;                    North         East    Units  Estimated Accuracy
 PD0384;SPC ME E     -   131,420.      372,020.      MT  (+/- 180 meters Scaled)
 PD0384
 PD0384                          SUPERSEDED SURVEY CONTROL
 PD0384
 PD0384  NGVD 29 (??/??/92)   55.769  (m)          182.97   (f) ADJ UNCH    2 0
 PD0384
 PD0384.Superseded values are not recommended for survey control.
 PD0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0384.See file dsdata.txt to determine how the superseded data were derived.
 PD0384
 PD0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK115667(NAD 83)
 PD0384_MARKER: DB = BENCH MARK DISK
 PD0384_SETTING: 80 = SET IN A BOULDER
 PD0384_SP_SET: BOULDER
 PD0384_STAMPING: A 76 1935
 PD0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0384+STABILITY: SURFACE MOTION
 PD0384
 PD0384  HISTORY     - Date     Condition        Report By
 PD0384  HISTORY     - 1935     MONUMENTED       CGS
 PD0384
 PD0384                          STATION DESCRIPTION
 PD0384
 PD0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PD0384'8.2 MI SE FROM WESLEY.
 PD0384'8.2 MILES SOUTHEAST ALONG STATE HIGHWAY 192 FROM THE JUNCTION OF
 PD0384'STATE HIGHWAY 9 AT WESLEY, WASHINGTON COUNTY, 1.4 MILES NORTH
 PD0384'OF THE TOWNHALL AT NORTHFIELD, 250 YARDS WEST OF A CURVE IN THE
 PD0384'HIGHWAY AWAY FROM BOG LAKE, 60 YARDS EAST OF THE ENTRANCE TO
 PD0384'CAMP FERNWOOD, 37 FEET WEST OF AN 18-INCH PIPE CULVERT UNDER THE
 PD0384'HIGHWAY, 24 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND IN
 PD0384'THE TOP OF A GRANITE BOULDER.  A STANDARD DISK, STAMPED A 76
 PD0384'1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0203 ***********************************************************************
 QG0203  DESIGNATION -  A 78 RESET 1961
 QG0203  PID         -  QG0203
 QG0203  STATE/COUNTY-  ME/PENOBSCOT
 QG0203  USGS QUAD   -  LEE (1988)
 QG0203
 QG0203                         *CURRENT SURVEY CONTROL
 QG0203  ___________________________________________________________________
 QG0203* NAD 83(1986)-  45 21 58.     (N)    068 18 42.     (W)     SCALED    
 QG0203* NAVD 88     -       136.29   (meters)     447.1    (feet)  RESET     
 QG0203  ___________________________________________________________________
 QG0203  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 QG0203
 QG0203  VERT ORDER  -  THIRD
 QG0203
 QG0203.The horizontal coordinates were scaled from a topographic map and have
 QG0203.an estimated accuracy of +/- 6 seconds.
 QG0203
 QG0203.The orthometric height was computed from unverified reset data.
 QG0203
 QG0203.The geoid height was determined by GEOID03.
 QG0203
 QG0203;                    North         East    Units  Estimated Accuracy
 QG0203;SPC ME E     -   188,850.      314,750.      MT  (+/- 180 meters Scaled)
 QG0203
 QG0203                          SUPERSEDED SURVEY CONTROL
 QG0203
 QG0203  NGVD 29 (??/??/??)  136.48   (m)          447.8    (f) RESET       3  
 QG0203
 QG0203.Superseded values are not recommended for survey control.
 QG0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0203.See file dsdata.txt to determine how the superseded data were derived.
 QG0203
 QG0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL539238(NAD 83)
 QG0203_MARKER: DB = BENCH MARK DISK
 QG0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0203_STAMPING: A 78 RESET 1961
 QG0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0203+STABILITY: SURFACE MOTION
 QG0203
 QG0203  HISTORY     - Date     Condition        Report By
 QG0203  HISTORY     - 1961     MONUMENTED       MEHD
 QG0203  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 QG0203
 QG0203                          STATION DESCRIPTION
 QG0203
 QG0203'DESCRIBED BY MAINE HIGHWAY DEPARTMENT (NOW MEDT) 1961
 QG0203'1.4 MI W FROM LEE.
 QG0203'1.4 MILES WEST ALONG STATE HIGHWAY 16 FROM THE TOWNHALL AT LEE,
 QG0203'0.2 MILE WEST OF THE JUNCTION OF A ROAD LEADING NORTH, 0.1 MILE
 QG0203'EAST OF A HOUSE ON THE TOP OF A SMALL HILL, AT THE FOOT OF THE
 QG0203'HILL. AND ABOUT LEVEL WITH, AND 40 FEET NORTH OF NEW HIGHWAY
 QG0203'CENTERLINE, AND SET IN TOP OF A CONCRETE POST, PROJECTING 1.0 FOOT
 QG0203'ABOVE THE GROUND.
 QG0203
 QG0203                          STATION RECOVERY (1986)
 QG0203
 QG0203'RECOVERY NOTE BY US POWER SQUADRON 1986 (RLM)
 QG0203'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0128 ***********************************************************************
 QF0128  DESIGNATION -  A 79
 QF0128  PID         -  QF0128
 QF0128  STATE/COUNTY-  ME/WASHINGTON
 QF0128  USGS QUAD   -  FARROW MOUNTAIN (1988)
 QF0128
 QF0128                         *CURRENT SURVEY CONTROL
 QF0128  ___________________________________________________________________
 QF0128* NAD 83(1986)-  45 24 58.     (N)    067 45 08.     (W)     SCALED    
 QF0128* NAVD 88     -       136.302  (meters)     447.18   (feet)  ADJUSTED  
 QF0128  ___________________________________________________________________
 QF0128  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 QF0128  DYNAMIC HT  -         136.300 (meters)     447.18  (feet)  COMP
 QF0128  MODELED GRAV-     980,598.7   (mgal)                       NAVD 88
 QF0128
 QF0128  VERT ORDER  -  SECOND    CLASS 0
 QF0128
 QF0128.The horizontal coordinates were scaled from a topographic map and have
 QF0128.an estimated accuracy of +/- 6 seconds.
 QF0128
 QF0128.The orthometric height was determined by differential leveling
 QF0128.and adjusted by the National Geodetic Survey in June 1991..
 QF0128
 QF0128.The geoid height was determined by GEOID03.
 QF0128
 QF0128.The dynamic height is computed by dividing the NAVD 88
 QF0128.geopotential number by the normal gravity value computed on the
 QF0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0128.degrees latitude (g = 980.6199 gals.).
 QF0128
 QF0128.The modeled gravity was interpolated from observed gravity values.
 QF0128
 QF0128;                    North         East    Units  Estimated Accuracy
 QF0128;SPC ME E     -   194,660.      358,530.      MT  (+/- 180 meters Scaled)
 QF0128
 QF0128                          SUPERSEDED SURVEY CONTROL
 QF0128
 QF0128  NGVD 29 (??/??/92)  136.482  (m)          447.77   (f) ADJ UNCH    2 0
 QF0128
 QF0128.Superseded values are not recommended for survey control.
 QF0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0128.See file dsdata.txt to determine how the superseded data were derived.
 QF0128
 QF0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL976299(NAD 83)
 QF0128_MARKER: DB = BENCH MARK DISK
 QF0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QF0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QF0128_STAMPING: A 79 1935
 QF0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0128+STABILITY: SURFACE MOTION
 QF0128
 QF0128  HISTORY     - Date     Condition        Report By
 QF0128  HISTORY     - 1935     MONUMENTED       CGS
 QF0128  HISTORY     - 1978     MARK NOT FOUND   NGS
 QF0128
 QF0128                          STATION DESCRIPTION
 QF0128
 QF0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QF0128'0.8 MI W FROM TOPSFIELD.
 QF0128'0.8 MILE WEST ALONG STATE HIGHWAY 16 FROM THE INTERSECTION
 QF0128'OF U.S. HIGHWAY 1 AT TOPSFIELD, WASHINGTON COUNTY, AT THE
 QF0128'JUNCTION OF OLD JEWEL ROAD, 67 FEET WEST OF THE CENTER LINE
 QF0128'OF THE ROAD, 37 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND
 QF0128'4 FEET SOUTH OF A RAIL-FENCE CORNER.  A STANDARD DISK, STAMPED
 QF0128'A 79 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 QF0128'INCHES ABOVE GROUND.
 QF0128
 QF0128                          STATION RECOVERY (1978)
 QF0128
 QF0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QF0128'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0049 ***********************************************************************
 PE0049  DESIGNATION -  A 8
 PE0049  PID         -  PE0049
 PE0049  STATE/COUNTY-  ME/HANCOCK
 PE0049  USGS QUAD   -  HANCOCK (1981)
 PE0049
 PE0049                         *CURRENT SURVEY CONTROL
 PE0049  ___________________________________________________________________
 PE0049* NAD 83(1986)-  44 35 09.     (N)    068 19 12.     (W)     SCALED    
 PE0049* NAVD 88     -        27.430  (meters)      89.99   (feet)  ADJUSTED  
 PE0049  ___________________________________________________________________
 PE0049  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 PE0049  DYNAMIC HT  -          27.428 (meters)      89.99  (feet)  COMP
 PE0049  MODELED GRAV-     980,565.7   (mgal)                       NAVD 88
 PE0049  OBS GRAVITY -     980,564.6   (mgal)                       GRAV_OBS
 PE0049
 PE0049  VERT ORDER  -  FIRST     CLASS I
 PE0049
 PE0049.The horizontal coordinates were scaled from a topographic map and have
 PE0049.an estimated accuracy of +/- 6 seconds.
 PE0049
 PE0049.The orthometric height was determined by differential leveling
 PE0049.and adjusted by the National Geodetic Survey in June 1991..
 PE0049.WARNING-Repeat measurements at this control monument indicate possible
 PE0049.vertical movement.
 PE0049
 PE0049.The geoid height was determined by GEOID03.
 PE0049
 PE0049.The dynamic height is computed by dividing the NAVD 88
 PE0049.geopotential number by the normal gravity value computed on the
 PE0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0049.degrees latitude (g = 980.6199 gals.).
 PE0049
 PE0049.The modeled gravity was interpolated from observed gravity values.
 PE0049.The observed gravity was obtained from relative gravimeter ties
 PE0049.to the IGSN71 gravity network.
 PE0049
 PE0049;                    North         East    Units  Estimated Accuracy
 PE0049;SPC ME E     -   102,140.      314,290.      MT  (+/- 180 meters Scaled)
 PE0049
 PE0049                          SUPERSEDED SURVEY CONTROL
 PE0049
 PE0049  NGVD 29 (??/??/92)   27.629  (m)           90.65   (f) ADJ UNCH    1 1
 PE0049
 PE0049.Superseded values are not recommended for survey control.
 PE0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0049.See file dsdata.txt to determine how the superseded data were derived.
 PE0049
 PE0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK539371(NAD 83)
 PE0049_MARKER: DB = BENCH MARK DISK
 PE0049_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE0049_SP_SET: STEP
 PE0049_STAMPING: A 8 1927 90.715
 PE0049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE0049
 PE0049  HISTORY     - Date     Condition        Report By
 PE0049  HISTORY     - 1927     MONUMENTED       CGS
 PE0049  HISTORY     - 1966     GOOD             NGS
 PE0049  HISTORY     - 1978     GOOD             DMA
 PE0049
 PE0049                          STATION DESCRIPTION
 PE0049
 PE0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0049'4.4 MI NE FROM WASHINGTON JUNCTION.
 PE0049'4.4 MILES EAST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE0049'STATION AT WASHINGTON JUNCTION, ABOUT 0.25 MILE EAST OF A NARROW
 PE0049'DIRT ROAD CROSSING, ABOUT 0.1 MILE WEST OF MILEPOST P173/C97, AT
 PE0049'THE RAILROAD BRIDGE OVER THE WEST BRANCH OF EGYPT STREAM, 11.0
 PE0049'FEET SOUTH OF THE SOUTH RAIL, ABOUT 3 FEET BELOW THE LEVEL OF
 PE0049'THE TRACK AND SET IN THE TOP OF THE SECOND STEP AT THE SOUTH END
 PE0049'OF THE WEST ABUTMENT OF THE BRIDGE.
 PE0049
 PE0049                          STATION RECOVERY (1978)
 PE0049
 PE0049'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PE0049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0556 ***********************************************************************
 QG0556  DESIGNATION -  A 80
 QG0556  PID         -  QG0556
 QG0556  STATE/COUNTY-  ME/PENOBSCOT
 QG0556  USGS QUAD   -  MILLINOCKET (1988)
 QG0556
 QG0556                         *CURRENT SURVEY CONTROL
 QG0556  ___________________________________________________________________
 QG0556* NAD 83(1986)-  45 40 05.     (N)    068 43 12.     (W)     SCALED    
 QG0556* NAVD 88     -       111.329  (meters)     365.25   (feet)  ADJUSTED  
 QG0556  ___________________________________________________________________
 QG0556  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 QG0556  DYNAMIC HT  -         111.332 (meters)     365.26  (feet)  COMP
 QG0556  MODELED GRAV-     980,646.4   (mgal)                       NAVD 88
 QG0556
 QG0556  VERT ORDER  -  SECOND    CLASS 0
 QG0556
 QG0556.The horizontal coordinates were scaled from a topographic map and have
 QG0556.an estimated accuracy of +/- 6 seconds.
 QG0556
 QG0556.The orthometric height was determined by differential leveling
 QG0556.and adjusted by the National Geodetic Survey in June 1991..
 QG0556
 QG0556.The geoid height was determined by GEOID03.
 QG0556
 QG0556.The dynamic height is computed by dividing the NAVD 88
 QG0556.geopotential number by the normal gravity value computed on the
 QG0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0556.degrees latitude (g = 980.6199 gals.).
 QG0556
 QG0556.The modeled gravity was interpolated from observed gravity values.
 QG0556
 QG0556;                    North         East    Units  Estimated Accuracy
 QG0556;SPC ME E     -   222,410.      282,860.      MT  (+/- 180 meters Scaled)
 QG0556
 QG0556                          SUPERSEDED SURVEY CONTROL
 QG0556
 QG0556  NGVD 29 (??/??/92)  111.498  (m)          365.81   (f) ADJ UNCH    2 0
 QG0556
 QG0556.Superseded values are not recommended for survey control.
 QG0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0556.See file dsdata.txt to determine how the superseded data were derived.
 QG0556
 QG0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL218572(NAD 83)
 QG0556_MARKER: DB = BENCH MARK DISK
 QG0556_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QG0556_SP_SET: ABUTMENT
 QG0556_STAMPING: A 80 1942
 QG0556_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG0556
 QG0556  HISTORY     - Date     Condition        Report By
 QG0556  HISTORY     - 1942     MONUMENTED       CGS
 QG0556  HISTORY     - 20060519 MARK NOT FOUND   USPSQD
 QG0556
 QG0556                          STATION DESCRIPTION
 QG0556
 QG0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0556'0.3 MI NW FROM MILLINOCKET.
 QG0556'0.3 MILE NORTHWEST ALONG THE BAXTER STATE PARK ROAD FROM THE
 QG0556'BANGOR AND AROOSTOOK RAILROAD STATION AT MILLNOCKET, PENOBSCOT
 QG0556'COUNTY, AT A SMALL CONCRETE BRIDGE, IN THE TOP OF THE SOUTHWEST
 QG0556'WING WALL OF THE SOUTHEAST ABUTMENT, 13.2 FEET NORTHWEST OF THE
 QG0556'CENTER LINE OF THE ROAD, 1 FOOT NORTHWEST OF THE SOUTHEAST END
 QG0556'OF THE GUARDRAIL, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.  A
 QG0556'STANDARD DISK, STAMPED A 80 1942.
 QG0556
 QG0556                          STATION RECOVERY (2006)
 QG0556
 QG0556'RECOVERY NOTE BY US POWER SQUADRON 2006 (AMW)
 QG0556'THE BRIDGE APPEARS TO HAVE BEEN REPLACED IN ABOUT 1964. A DISC A80
 QG0556'RESET IS AT THE LOCATION ON THE APPARENTLY A NEWER BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0557 ***********************************************************************
 QG0557  DESIGNATION -  A 80 RESET 1964
 QG0557  PID         -  QG0557
 QG0557  STATE/COUNTY-  ME/PENOBSCOT
 QG0557  USGS QUAD   -  MILLINOCKET (1988)
 QG0557
 QG0557                         *CURRENT SURVEY CONTROL
 QG0557  ___________________________________________________________________
 QG0557* NAD 83(1986)-  45 40 05.     (N)    068 43 12.     (W)     SCALED    
 QG0557* NAVD 88     -       111.41   (meters)     365.5    (feet)  RESET     
 QG0557  ___________________________________________________________________
 QG0557  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 QG0557
 QG0557  VERT ORDER  -  THIRD
 QG0557
 QG0557.The horizontal coordinates were scaled from a topographic map and have
 QG0557.an estimated accuracy of +/- 6 seconds.
 QG0557
 QG0557.The orthometric height was computed from unverified reset data.
 QG0557
 QG0557.The geoid height was determined by GEOID03.
 QG0557
 QG0557;                    North         East    Units  Estimated Accuracy
 QG0557;SPC ME E     -   222,410.      282,860.      MT  (+/- 180 meters Scaled)
 QG0557
 QG0557                          SUPERSEDED SURVEY CONTROL
 QG0557
 QG0557  NGVD 29 (??/??/??)  111.58   (m)          366.1    (f) RESET       3  
 QG0557
 QG0557.Superseded values are not recommended for survey control.
 QG0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0557.See file dsdata.txt to determine how the superseded data were derived.
 QG0557
 QG0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL218572(NAD 83)
 QG0557_MARKER: DB = BENCH MARK DISK
 QG0557_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QG0557_SP_SET: ABUTMENT
 QG0557_STAMPING: A 80 RESET 1964
 QG0557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG0557
 QG0557  HISTORY     - Date     Condition        Report By
 QG0557  HISTORY     - 1964     MONUMENTED       MEHD
 QG0557  HISTORY     - 20060519 GOOD             USPSQD
 QG0557
 QG0557                          STATION DESCRIPTION
 QG0557
 QG0557'DESCRIBED BY MAINE HIGHWAY DEPARTMENT (NOW MEDT) 1964
 QG0557'0.3 MI NW FROM MILLINOCKET.
 QG0557'ABOUT 0.3 MILES NORTHWEST ALONG THE BAXTER STATE PARK ROAD FROM
 QG0557'THE BANGOR AND AROOSTOOK RAILROAD STATION AT MILLINOCKET,
 QG0557'PENOBSCOT COUNTY, AT A SMALL CONCRETE BRIDGE, IN THE PARAPET
 QG0557'OF THE NORTHWEST WING WALL OF THE NORTH ABUTMENT, 23.65 FEET
 QG0557'WEST OF THE CENTERLINE OF THE ROAD, 3.65 FEET WEST FROM THE FACE
 QG0557'OF THE GRANITE CURB ON THE BRIDGE, AND ABOUT THE SAME HEIGHT
 QG0557'AS THE ROAD.
 QG0557
 QG0557                          STATION RECOVERY (2006)
 QG0557
 QG0557'RECOVERY NOTE BY US POWER SQUADRON 2006 (AMW)
 QG0557'THE STARTING POINT SHOULD BE AT THE CROSSING OF THE ROAD AND THE
 QG0557'RAILROAD OVERPASS. STATION ROAD IS TO THE RIGHT JUST BEYOND THE
 QG0557'OVERPASS. CONTINUE TO THE BRIDGE AND THE MARK ON THE LEFT. THE
 QG0557'DESCRIPTION OF THE MARK LOCATION AT THE BRIDGE, IS CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0685 ***********************************************************************
 QG0685  DESIGNATION -  A 81
 QG0685  PID         -  QG0685
 QG0685  STATE/COUNTY-  ME/PISCATAQUIS
 QG0685  USGS QUAD   -  MOUNT KATAHDIN (1997)
 QG0685
 QG0685                         *CURRENT SURVEY CONTROL
 QG0685  ___________________________________________________________________
 QG0685* NAD 83(1986)-  45 53 05.     (N)    068 58 50.     (W)     SCALED    
 QG0685* NAVD 88     -       376.759  (meters)    1236.08   (feet)  ADJUSTED  
 QG0685  ___________________________________________________________________
 QG0685  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 QG0685  DYNAMIC HT  -         376.754 (meters)    1236.07  (feet)  COMP
 QG0685  MODELED GRAV-     980,591.2   (mgal)                       NAVD 88
 QG0685
 QG0685  VERT ORDER  -  SECOND    CLASS 0
 QG0685
 QG0685.The horizontal coordinates were scaled from a topographic map and have
 QG0685.an estimated accuracy of +/- 6 seconds.
 QG0685
 QG0685.The orthometric height was determined by differential leveling
 QG0685.and adjusted by the National Geodetic Survey in June 1991..
 QG0685
 QG0685.The geoid height was determined by GEOID03.
 QG0685
 QG0685.The dynamic height is computed by dividing the NAVD 88
 QG0685.geopotential number by the normal gravity value computed on the
 QG0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0685.degrees latitude (g = 980.6199 gals.).
 QG0685
 QG0685.The modeled gravity was interpolated from observed gravity values.
 QG0685
 QG0685;                    North         East    Units  Estimated Accuracy
 QG0685;SPC ME E     -   246,570.      262,700.      MT  (+/- 180 meters Scaled)
 QG0685
 QG0685                          SUPERSEDED SURVEY CONTROL
 QG0685
 QG0685  NGVD 29 (??/??/92)  376.912  (m)         1236.59   (f) ADJ UNCH    2 0
 QG0685
 QG0685.Superseded values are not recommended for survey control.
 QG0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0685.See file dsdata.txt to determine how the superseded data were derived.
 QG0685
 QG0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL015812(NAD 83)
 QG0685_MARKER: DB = BENCH MARK DISK
 QG0685_SETTING: 80 = SET IN A BOULDER
 QG0685_SP_SET: BOULDER
 QG0685_STAMPING: A 81 1942
 QG0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0685+STABILITY: SURFACE MOTION
 QG0685
 QG0685  HISTORY     - Date     Condition        Report By
 QG0685  HISTORY     - 1942     MONUMENTED       CGS
 QG0685
 QG0685                          STATION DESCRIPTION
 QG0685
 QG0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0685'23.2 MI NW FROM MILLINOCKET.
 QG0685'IN PISCATAQUIS COUNTY, 23.2 MILES NORTHWEST ALONG THE BAXTER
 QG0685'STATE PARK ROAD FROM THE BANGOR AND AROOSTOOK RAILROAD STATION
 QG0685'AT MILLINOCKET, PENOBSCOT COUNTY, 2.9 MILES NORTHWEST OF THE
 QG0685'SOUTH BOUNDARY OF BAXTER STATE PARK, 1.0 MILE SOUTHEAST OF THE
 QG0685'KATAHDIN STREAM RANGER STATION, AT A SMALL CURVE ON TOP OF A
 QG0685'SMALL HILL, 40 FEET EAST OF A SMALL TURNOUT ON THE SOUTH SIDE OF
 QG0685'THE ROAD, 18 FEET NORTH OF THE CENTER LINE OF THE ROAD, IN THE
 QG0685'TOP OF THE SOUTH END OF AN 8-FOOT BOULDER, AND ABOUT 4 FEET
 QG0685'HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED A 81 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0661 ***********************************************************************
 QG0661  DESIGNATION -  A 82
 QG0661  PID         -  QG0661
 QG0661  STATE/COUNTY-  ME/PISCATAQUIS
 QG0661  USGS QUAD   -  HARRINGTON LAKE (1988)
 QG0661
 QG0661                         *CURRENT SURVEY CONTROL
 QG0661  ___________________________________________________________________
 QG0661* NAD 83(1986)-  45 53 19.     (N)    069 11 14.     (W)     SCALED    
 QG0661* NAVD 88     -       312.668  (meters)    1025.81   (feet)  ADJUSTED  
 QG0661  ___________________________________________________________________
 QG0661  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 QG0661  DYNAMIC HT  -         312.671 (meters)    1025.82  (feet)  COMP
 QG0661  MODELED GRAV-     980,617.9   (mgal)                       NAVD 88
 QG0661
 QG0661  VERT ORDER  -  SECOND    CLASS 0
 QG0661
 QG0661.The horizontal coordinates were scaled from a topographic map and have
 QG0661.an estimated accuracy of +/- 6 seconds.
 QG0661
 QG0661.The orthometric height was determined by differential leveling
 QG0661.and adjusted by the National Geodetic Survey in June 1991..
 QG0661
 QG0661.The geoid height was determined by GEOID03.
 QG0661
 QG0661.The dynamic height is computed by dividing the NAVD 88
 QG0661.geopotential number by the normal gravity value computed on the
 QG0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0661.degrees latitude (g = 980.6199 gals.).
 QG0661
 QG0661.The modeled gravity was interpolated from observed gravity values.
 QG0661
 QG0661;                    North         East    Units  Estimated Accuracy
 QG0661;SPC ME E     -   247,120.      246,660.      MT  (+/- 180 meters Scaled)
 QG0661
 QG0661                          SUPERSEDED SURVEY CONTROL
 QG0661
 QG0661  NGVD 29 (??/??/92)  312.824  (m)         1026.32   (f) ADJ UNCH    2 0
 QG0661
 QG0661.Superseded values are not recommended for survey control.
 QG0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0661.See file dsdata.txt to determine how the superseded data were derived.
 QG0661
 QG0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL854816(NAD 83)
 QG0661_MARKER: DB = BENCH MARK DISK
 QG0661_SETTING: 80 = SET IN A BOULDER
 QG0661_SP_SET: BOULDER
 QG0661_STAMPING: A 82 1942
 QG0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0661+STABILITY: SURFACE MOTION
 QG0661
 QG0661  HISTORY     - Date     Condition        Report By
 QG0661  HISTORY     - 1942     MONUMENTED       CGS
 QG0661
 QG0661                          STATION DESCRIPTION
 QG0661
 QG0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0661'0.8 MI N FROM RIPOGENUS DAM.
 QG0661'0.8 MILE NORTH ALONG A GRAVEL ROAD FROM RIPOGENUS DAM, PISCATAQUIS
 QG0661'COUNTY, 0.1 MILE NORTHWEST OF A SHARP CURVE, 25 FEET SOUTHEAST
 QG0661'OF THE CENTER LINE OF THE ROAD, AT A VERY LARGE BLACK BOULDER, IN
 QG0661'THE TOP OF THE NORTHWEST END OF THE BOULDER, AND ABOUT 3 FEET
 QG0661'ABOVE THE ROAD.  A STANDARD DISK, STAMPED A 82 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0010 ***********************************************************************
 QG0010  DESIGNATION -  A 83
 QG0010  PID         -  QG0010
 QG0010  STATE/COUNTY-  ME/PENOBSCOT
 QG0010  USGS QUAD   -  KINGMAN (1988)
 QG0010
 QG0010                         *CURRENT SURVEY CONTROL
 QG0010  ___________________________________________________________________
 QG0010* NAD 83(1986)-  45 33 08.     (N)    068 12 54.     (W)     SCALED    
 QG0010* NAVD 88     -        96.175  (meters)     315.53   (feet)  ADJUSTED  
 QG0010  ___________________________________________________________________
 QG0010  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 QG0010  DYNAMIC HT  -          96.176 (meters)     315.54  (feet)  COMP
 QG0010  MODELED GRAV-     980,627.8   (mgal)                       NAVD 88
 QG0010
 QG0010  VERT ORDER  -  SECOND    CLASS 0
 QG0010
 QG0010.The horizontal coordinates were scaled from a topographic map and have
 QG0010.an estimated accuracy of +/- 6 seconds.
 QG0010
 QG0010.The orthometric height was determined by differential leveling
 QG0010.and adjusted by the National Geodetic Survey in June 1991..
 QG0010
 QG0010.The geoid height was determined by GEOID03.
 QG0010
 QG0010.The dynamic height is computed by dividing the NAVD 88
 QG0010.geopotential number by the normal gravity value computed on the
 QG0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0010.degrees latitude (g = 980.6199 gals.).
 QG0010
 QG0010.The modeled gravity was interpolated from observed gravity values.
 QG0010
 QG0010;                    North         East    Units  Estimated Accuracy
 QG0010;SPC ME E     -   209,550.      322,250.      MT  (+/- 180 meters Scaled)
 QG0010
 QG0010                          SUPERSEDED SURVEY CONTROL
 QG0010
 QG0010  NGVD 29 (??/??/92)   96.353  (m)          316.12   (f) ADJ UNCH    2 0
 QG0010
 QG0010.Superseded values are not recommended for survey control.
 QG0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0010.See file dsdata.txt to determine how the superseded data were derived.
 QG0010
 QG0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL612445(NAD 83)
 QG0010_MARKER: DB = BENCH MARK DISK
 QG0010_SETTING: 80 = SET IN A BOULDER
 QG0010_SP_SET: BOULDER
 QG0010_STAMPING: A 83 1942
 QG0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0010+STABILITY: SURFACE MOTION
 QG0010
 QG0010  HISTORY     - Date     Condition        Report By
 QG0010  HISTORY     - 1942     MONUMENTED       CGS
 QG0010
 QG0010                          STATION DESCRIPTION
 QG0010
 QG0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0010'0.9 MI W FROM KINGMAN.
 QG0010'0.9 MILE WEST ALONG THE MAINE CENTRAL RAILROAD FROM THE STATION
 QG0010'AT KINGMAN, 400 FEET EAST OF MILE POST NO. 202, 66 FEET NORTHWEST
 QG0010'OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE RAILROAD,
 QG0010'16 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE, SET HORIZONTALLY
 QG0010'IN TOP OF A BOULDER ABOUT 4 FEET BY 7 FEET AND PROJECTING 2 FEET
 QG0010'AT THE WEST END OF A SMALL CLEARING AND ON THE OUTSIDE OF A LONG
 QG0010'CURVE IN THE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0358 ***********************************************************************
 QG0358  DESIGNATION -  A 84
 QG0358  PID         -  QG0358
 QG0358  STATE/COUNTY-  ME/PENOBSCOT
 QG0358  USGS QUAD   -  SOUTH LAGRANGE (1983)
 QG0358
 QG0358                         *CURRENT SURVEY CONTROL
 QG0358  ___________________________________________________________________
 QG0358* NAD 83(1986)-  45 06 27.     (N)    068 48 19.     (W)     SCALED    
 QG0358* NAVD 88     -        59.273  (meters)     194.46   (feet)  ADJUSTED  
 QG0358  ___________________________________________________________________
 QG0358  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 QG0358  DYNAMIC HT  -          59.273 (meters)     194.46  (feet)  COMP
 QG0358  MODELED GRAV-     980,609.1   (mgal)                       NAVD 88
 QG0358
 QG0358  VERT ORDER  -  FIRST     CLASS II
 QG0358
 QG0358.The horizontal coordinates were scaled from a topographic map and have
 QG0358.an estimated accuracy of +/- 6 seconds.
 QG0358
 QG0358.The orthometric height was determined by differential leveling
 QG0358.and adjusted by the National Geodetic Survey in June 1991..
 QG0358
 QG0358.The geoid height was determined by GEOID03.
 QG0358
 QG0358.The dynamic height is computed by dividing the NAVD 88
 QG0358.geopotential number by the normal gravity value computed on the
 QG0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0358.degrees latitude (g = 980.6199 gals.).
 QG0358
 QG0358.The modeled gravity was interpolated from observed gravity values.
 QG0358
 QG0358;                    North         East    Units  Estimated Accuracy
 QG0358;SPC ME E     -   160,130.      275,980.      MT  (+/- 180 meters Scaled)
 QG0358
 QG0358                          SUPERSEDED SURVEY CONTROL
 QG0358
 QG0358  NGVD 29 (??/??/92)   59.456  (m)          195.07   (f) ADJ UNCH    1 2
 QG0358
 QG0358.Superseded values are not recommended for survey control.
 QG0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0358.See file dsdata.txt to determine how the superseded data were derived.
 QG0358
 QG0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK153949(NAD 83)
 QG0358_MARKER: DB = BENCH MARK DISK
 QG0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0358_STAMPING: A 84 1942
 QG0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0358+STABILITY: SURFACE MOTION
 QG0358
 QG0358  HISTORY     - Date     Condition        Report By
 QG0358  HISTORY     - 1942     MONUMENTED       CGS
 QG0358  HISTORY     - 1953     GOOD             NGS
 QG0358
 QG0358                          STATION DESCRIPTION
 QG0358
 QG0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 QG0358'0.9 MI SE FROM SOUTH LAGRANGE.
 QG0358'0.9 MILE SOUTHEAST ALONG STATE HIGHWAY 155 FROM THE OVERPASS
 QG0358'OVER THE BANGOR AND AROOSTOOK RAILROAD AT SOUTH LAGRANGE, ABOUT
 QG0358'0.4 MILE SOUTHEAST OF A SCHOOL, 24 FEET SOUTHWEST OF CENTER LINE
 QG0358'OF HIGHWAY, 219 FEET NORTHWEST OF NORTH CORNER OF A SMALL TWO-STORY
 QG0358'HOUSE, 49 FEET SOUTH AND ACROSS HIGHWAY FROM POWER POLE NO. 618,
 QG0358'1 FOOT NORTH OF A FENCE CORNER, 2 1/2 FEET SOUTHEAST OF A WHITE
 QG0358'WOODEN WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY AND SET
 QG0358'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0786 ***********************************************************************
 QG0786  DESIGNATION -  A 85
 QG0786  PID         -  QG0786
 QG0786  STATE/COUNTY-  ME/PISCATAQUIS
 QG0786  USGS QUAD   -  GREENVILLE (1989)
 QG0786
 QG0786                         *CURRENT SURVEY CONTROL
 QG0786  ___________________________________________________________________
 QG0786* NAD 83(1986)-  45 27 31.     (N)    069 35 29.     (W)     SCALED    
 QG0786* NAVD 88     -       316.253  (meters)    1037.57   (feet)  ADJUSTED  
 QG0786  ___________________________________________________________________
 QG0786  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 QG0786  DYNAMIC HT  -         316.243 (meters)    1037.54  (feet)  COMP
 QG0786  MODELED GRAV-     980,576.6   (mgal)                       NAVD 88
 QG0786
 QG0786  VERT ORDER  -  FIRST     CLASS II
 QG0786
 QG0786.The horizontal coordinates were scaled from a topographic map and have
 QG0786.an estimated accuracy of +/- 6 seconds.
 QG0786
 QG0786.The orthometric height was determined by differential leveling
 QG0786.and adjusted by the National Geodetic Survey in June 1991..
 QG0786
 QG0786.The geoid height was determined by GEOID03.
 QG0786
 QG0786.The dynamic height is computed by dividing the NAVD 88
 QG0786.geopotential number by the normal gravity value computed on the
 QG0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0786.degrees latitude (g = 980.6199 gals.).
 QG0786
 QG0786.The modeled gravity was interpolated from observed gravity values.
 QG0786
 QG0786;                    North         East    Units  Estimated Accuracy
 QG0786;SPC ME E     -   199,690.      214,650.      MT  (+/- 180 meters Scaled)
 QG0786
 QG0786                          SUPERSEDED SURVEY CONTROL
 QG0786
 QG0786  NGVD 29 (??/??/92)  316.418  (m)         1038.11   (f) ADJ UNCH    1 2
 QG0786
 QG0786.Superseded values are not recommended for survey control.
 QG0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0786.See file dsdata.txt to determine how the superseded data were derived.
 QG0786
 QG0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL537340(NAD 83)
 QG0786_MARKER: DB = BENCH MARK DISK
 QG0786_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QG0786_SP_SET: FLAGPOLE BASE
 QG0786_STAMPING: A 85 1942
 QG0786_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG0786
 QG0786  HISTORY     - Date     Condition        Report By
 QG0786  HISTORY     - 1942     MONUMENTED       CGS
 QG0786  HISTORY     - 1977     GOOD             LOCENG
 QG0786  HISTORY     - 1978     GOOD             NGS
 QG0786
 QG0786                          STATION DESCRIPTION
 QG0786
 QG0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0786'AT GREENVILLE.
 QG0786'AT GREENVILLE, PISCATAQUIS COUNTY, ON STATE HIGHWAY 15, AT THE
 QG0786'FLAGPOLE DIRECTLY IN FRONT OF THE TOWNHALL, IN THE NORTHWEST
 QG0786'CORNER OF THE CONCRETE BASE, 54 FEET WEST OF THE ENTRANCE TO THE
 QG0786'BUILDING, 75 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 9 FEET
 QG0786'EAST OF A GRANITE WORLD WAR MONUMENT, AND 0.6 FOOT ABOVE THE
 QG0786'GROUND.  A STANDARD DISK, STAMPED A 85 1942.
 QG0786
 QG0786                          STATION RECOVERY (1977)
 QG0786
 QG0786'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 QG0786'RECOVERED IN GOOD CONDITION.
 QG0786
 QG0786                          STATION RECOVERY (1978)
 QG0786
 QG0786'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0786'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0832 ***********************************************************************
 QG0832  DESIGNATION -  A 87
 QG0832  PID         -  QG0832
 QG0832  STATE/COUNTY-  ME/SOMERSET
 QG0832  USGS QUAD   -  MAHONEY HILL (1989)
 QG0832
 QG0832                         *CURRENT SURVEY CONTROL
 QG0832  ___________________________________________________________________
 QG0832* NAD 83(1986)-  45 05 55.     (N)    069 47 36.     (W)     SCALED    
 QG0832* NAVD 88     -       409.548  (meters)    1343.66   (feet)  ADJUSTED  
 QG0832  ___________________________________________________________________
 QG0832  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 QG0832  DYNAMIC HT  -         409.512 (meters)    1343.54  (feet)  COMP
 QG0832  MODELED GRAV-     980,517.4   (mgal)                       NAVD 88
 QG0832
 QG0832  VERT ORDER  -  SECOND    CLASS 0
 QG0832
 QG0832.The horizontal coordinates were scaled from a topographic map and have
 QG0832.an estimated accuracy of +/- 6 seconds.
 QG0832
 QG0832.The orthometric height was determined by differential leveling
 QG0832.and adjusted by the National Geodetic Survey in June 1991..
 QG0832
 QG0832.The geoid height was determined by GEOID03.
 QG0832
 QG0832.The dynamic height is computed by dividing the NAVD 88
 QG0832.geopotential number by the normal gravity value computed on the
 QG0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0832.degrees latitude (g = 980.6199 gals.).
 QG0832
 QG0832.The modeled gravity was interpolated from observed gravity values.
 QG0832
 QG0832;                    North         East    Units  Estimated Accuracy
 QG0832;SPC ME W     -   251,760.      929,390.      MT  (+/- 180 meters Scaled)
 QG0832
 QG0832                          SUPERSEDED SURVEY CONTROL
 QG0832
 QG0832  NGVD 29 (??/??/92)  409.709  (m)         1344.19   (f) ADJ UNCH    2 0
 QG0832
 QG0832.Superseded values are not recommended for survey control.
 QG0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0832.See file dsdata.txt to determine how the superseded data were derived.
 QG0832
 QG0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK375942(NAD 83)
 QG0832_MARKER: DB = BENCH MARK DISK
 QG0832_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QG0832_SP_SET: CULVERT
 QG0832_STAMPING: A 87 1942
 QG0832_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG0832
 QG0832  HISTORY     - Date     Condition        Report By
 QG0832  HISTORY     - 1942     MONUMENTED       CGS
 QG0832  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 QG0832
 QG0832                          STATION DESCRIPTION
 QG0832
 QG0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0832'5.2 MI E FROM BINGHAM.
 QG0832'5.2 MILES EAST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE
 QG0832'AT BINGHAM, SOMERSET COUNTY, ABOUT 0.2 MILE WEST OF THE
 QG0832'MOSCOW-MAYFIELD TOWN LINE, AT A 3- BY 12-FOOT CONCRETE BOX
 QG0832'CULVERT, IN THE TOP OF THE EAST END OF THE SOUTH HEAD WALL,
 QG0832'13 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 QG0832'1 FOOT HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED A
 QG0832'87 1942.
 QG0832
 QG0832                          STATION RECOVERY (1986)
 QG0832
 QG0832'RECOVERY NOTE BY US POWER SQUADRON 1986 (WRM)
 QG0832'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0106 ***********************************************************************
 PE0106  DESIGNATION -  A 88
 PE0106  PID         -  PE0106
 PE0106  STATE/COUNTY-  ME/WASHINGTON
 PE0106  USGS QUAD   -  LEAD MOUNTAIN (1987)
 PE0106
 PE0106                         *CURRENT SURVEY CONTROL
 PE0106  ___________________________________________________________________
 PE0106* NAD 83(1986)-  44 46 47.     (N)    068 02 04.     (W)     SCALED    
 PE0106* NAVD 88     -        93.351  (meters)     306.27   (feet)  ADJUSTED  
 PE0106  ___________________________________________________________________
 PE0106  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 PE0106  DYNAMIC HT  -          93.344 (meters)     306.25  (feet)  COMP
 PE0106  MODELED GRAV-     980,539.9   (mgal)                       NAVD 88
 PE0106
 PE0106  VERT ORDER  -  SECOND    CLASS 0
 PE0106
 PE0106.The horizontal coordinates were scaled from a topographic map and have
 PE0106.an estimated accuracy of +/- 6 seconds.
 PE0106
 PE0106.The orthometric height was determined by differential leveling
 PE0106.and adjusted by the National Geodetic Survey in June 1991..
 PE0106
 PE0106.The geoid height was determined by GEOID03.
 PE0106
 PE0106.The dynamic height is computed by dividing the NAVD 88
 PE0106.geopotential number by the normal gravity value computed on the
 PE0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0106.degrees latitude (g = 980.6199 gals.).
 PE0106
 PE0106.The modeled gravity was interpolated from observed gravity values.
 PE0106
 PE0106;                    North         East    Units  Estimated Accuracy
 PE0106;SPC ME E     -   123,770.      336,840.      MT  (+/- 180 meters Scaled)
 PE0106
 PE0106                          SUPERSEDED SURVEY CONTROL
 PE0106
 PE0106  NGVD 29 (??/??/92)   93.532  (m)          306.86   (f) ADJ UNCH    2 0
 PE0106
 PE0106.Superseded values are not recommended for survey control.
 PE0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0106.See file dsdata.txt to determine how the superseded data were derived.
 PE0106
 PE0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK763589(NAD 83)
 PE0106_MARKER: DB = BENCH MARK DISK
 PE0106_SETTING: 80 = SET IN A BOULDER
 PE0106_SP_SET: BOULDER
 PE0106_STAMPING: A88 1942
 PE0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0106+STABILITY: SURFACE MOTION
 PE0106
 PE0106  HISTORY     - Date     Condition        Report By
 PE0106  HISTORY     - 1942     MONUMENTED       CGS
 PE0106
 PE0106                          STATION DESCRIPTION
 PE0106
 PE0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PE0106'1.7 MI S FROM SOUTH BEDDINGTON.
 PE0106'1.7 MILES SOUTH ALONG STATE HIGHWAY 193 FROM THE TOWNHALL AT
 PE0106'SOUTH BEDDINTON, WASHINGTON COUNTY, 0.9 MILE NORTH OF THE
 PE0106'BEDDINGTON-DEBLOIS TOWN LINE, 95 YARDS NORTH OF A CURVE, 75
 PE0106'FEET SOUTHWEST OF THE CREST OF A SMALL HILL, 26 FEET NORTHWEST
 PE0106'OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF A 6- BY 10-FOOT
 PE0106'BOULDER PROJECTING 5 FEET ABOVE THE GROUND, AND ABOUT 5 FEET
 PE0106'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED A 88 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0222 ***********************************************************************
 QG0222  DESIGNATION -  A 89
 QG0222  PID         -  QG0222
 QG0222  STATE/COUNTY-  ME/PENOBSCOT
 QG0222  USGS QUAD   -  BOWERS MOUNTAIN (1988)
 QG0222
 QG0222                         *CURRENT SURVEY CONTROL
 QG0222  ___________________________________________________________________
 QG0222* NAD 83(1986)-  45 24 52.     (N)    068 02 09.     (W)     SCALED    
 QG0222* NAVD 88     -       249.803  (meters)     819.56   (feet)  ADJUSTED  
 QG0222  ___________________________________________________________________
 QG0222  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 QG0222  DYNAMIC HT  -         249.798 (meters)     819.55  (feet)  COMP
 QG0222  MODELED GRAV-     980,590.3   (mgal)                       NAVD 88
 QG0222
 QG0222  VERT ORDER  -  SECOND    CLASS 0
 QG0222
 QG0222.The horizontal coordinates were scaled from a topographic map and have
 QG0222.an estimated accuracy of +/- 6 seconds.
 QG0222
 QG0222.The orthometric height was determined by differential leveling
 QG0222.and adjusted by the National Geodetic Survey in June 1991..
 QG0222
 QG0222.The geoid height was determined by GEOID03.
 QG0222
 QG0222.The dynamic height is computed by dividing the NAVD 88
 QG0222.geopotential number by the normal gravity value computed on the
 QG0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0222.degrees latitude (g = 980.6199 gals.).
 QG0222
 QG0222.The modeled gravity was interpolated from observed gravity values.
 QG0222
 QG0222;                    North         East    Units  Estimated Accuracy
 QG0222;SPC ME E     -   194,300.      336,330.      MT  (+/- 180 meters Scaled)
 QG0222
 QG0222                          SUPERSEDED SURVEY CONTROL
 QG0222
 QG0222  NGVD 29 (??/??/92)  249.997  (m)          820.20   (f) ADJ UNCH    2 0
 QG0222
 QG0222.Superseded values are not recommended for survey control.
 QG0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0222.See file dsdata.txt to determine how the superseded data were derived.
 QG0222
 QG0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL754294(NAD 83)
 QG0222_MARKER: DB = BENCH MARK DISK
 QG0222_SETTING: 66 = SET IN ROCK OUTCROP
 QG0222_SP_SET: ROCK OUTCROP
 QG0222_STAMPING: A 89 1942
 QG0222_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0222+STABILITY: POSITION/ELEVATION WELL
 QG0222
 QG0222  HISTORY     - Date     Condition        Report By
 QG0222  HISTORY     - 1942     MONUMENTED       CGS
 QG0222
 QG0222                          STATION DESCRIPTION
 QG0222
 QG0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0222'AT CARROLL.
 QG0222'AT CARROLL, PENOBSCOT COUNTY, 0.1 MILE EAST ALONG STATE HIGHWAY 16
 QG0222'FROM THE GENERAL STORE, AT A SMALL CHURCH, IN THE SOUTHEAST CORNER
 QG0222'OF THE YARD, 63 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 QG0222'31 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE CHURCH, IN THE
 QG0222'TOP OF A LIMESTONE OUTCROP FLUSH WITH THE GROUND, AND ABOUT 2
 QG0222'FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED A 89 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0467 ***********************************************************************
 PE0467  DESIGNATION -  A 9
 PE0467  PID         -  PE0467
 PE0467  STATE/COUNTY-  ME/PENOBSCOT
 PE0467  USGS QUAD   -  BANGOR (1991)
 PE0467
 PE0467                         *CURRENT SURVEY CONTROL
 PE0467  ___________________________________________________________________
 PE0467* NAD 83(1986)-  44 47 14.     (N)    068 50 36.     (W)     SCALED    
 PE0467* NAVD 88     -        44.146  (meters)     144.84   (feet)  ADJUSTED  
 PE0467  ___________________________________________________________________
 PE0467  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 PE0467  DYNAMIC HT  -          44.145 (meters)     144.83  (feet)  COMP
 PE0467  MODELED GRAV-     980,577.0   (mgal)                       NAVD 88
 PE0467  OBS GRAVITY -     980,575.1   (mgal)                       GRAV_OBS
 PE0467
 PE0467  VERT ORDER  -  FIRST     CLASS I
 PE0467
 PE0467.The horizontal coordinates were scaled from a topographic map and have
 PE0467.an estimated accuracy of +/- 6 seconds.
 PE0467
 PE0467.The orthometric height was determined by differential leveling
 PE0467.and adjusted by the National Geodetic Survey in June 1991..
 PE0467.WARNING-Repeat measurements at this control monument indicate possible
 PE0467.vertical movement.
 PE0467
 PE0467.The geoid height was determined by GEOID03.
 PE0467
 PE0467.The dynamic height is computed by dividing the NAVD 88
 PE0467.geopotential number by the normal gravity value computed on the
 PE0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0467.degrees latitude (g = 980.6199 gals.).
 PE0467
 PE0467.The modeled gravity was interpolated from observed gravity values.
 PE0467.The observed gravity was obtained from relative gravimeter ties
 PE0467.to the IGSN71 gravity network.
 PE0467
 PE0467;                    North         East    Units  Estimated Accuracy
 PE0467;SPC ME E     -   124,560.      272,830.      MT  (+/- 180 meters Scaled)
 PE0467
 PE0467                          SUPERSEDED SURVEY CONTROL
 PE0467
 PE0467  NGVD 29 (??/??/92)   44.356  (m)          145.52   (f) ADJ UNCH    1 1
 PE0467
 PE0467.Superseded values are not recommended for survey control.
 PE0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0467.See file dsdata.txt to determine how the superseded data were derived.
 PE0467
 PE0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK123593(NAD 83)
 PE0467_MARKER: DB = BENCH MARK DISK
 PE0467_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE0467_SP_SET: SEMAPHORE
 PE0467_STAMPING: A 9 1927 145.525
 PE0467_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE0467
 PE0467  HISTORY     - Date     Condition        Report By
 PE0467  HISTORY     - 1927     MONUMENTED       CGS
 PE0467  HISTORY     - 1966     GOOD             NGS
 PE0467  HISTORY     - 1978     GOOD             DMA
 PE0467  HISTORY     - 1985     GOOD             USPSQD
 PE0467
 PE0467                          STATION DESCRIPTION
 PE0467
 PE0467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0467'4.7 MI W FROM BANGOR.
 PE0467'4.7 MILES WEST ALONG THE MAINE CENTRAL RAILROAD FROM THE UNION
 PE0467'STREET BRIDGE OVER THE PENOBSCOT RIVER AT BANGOR, ABOUT 1.2 MILES
 PE0467'EAST OF THE OVERPASS CROSSING OF THE BANGOR AND AROOSTOOK
 PE0467'RAILROAD, 15 1/2 RAILS EAST OF EAST OF A LARGE STONE CULVERT
 PE0467'OVER A SMALL STREAM, IN THE TOP OF THE SOUTH CORNER OF A V
 PE0467'SHAPED LEDGE OF ROCK, 43.3 FEET EAST OF THE SOUTHEAST CORNER OF
 PE0467'THE CONCRETE BASE OF A SEMAPHORE 132.0, 9.0 FEET NORTH OF THE
 PE0467'NORTH RAIL, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
 PE0467
 PE0467                          STATION RECOVERY (1978)
 PE0467
 PE0467'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PE0467'RECOVERED IN GOOD CONDITION.
 PE0467
 PE0467                          STATION RECOVERY (1985)
 PE0467
 PE0467'RECOVERY NOTE BY US POWER SQUADRON 1985
 PE0467'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0427 ***********************************************************************
 PE0427  DESIGNATION -  A 90
 PE0427  PID         -  PE0427
 PE0427  STATE/COUNTY-  ME/HANCOCK
 PE0427  USGS QUAD   -  GREEN LAKE (1982)
 PE0427
 PE0427                         *CURRENT SURVEY CONTROL
 PE0427  ___________________________________________________________________
 PE0427* NAD 83(1986)-  44 39 41.     (N)    068 32 50.     (W)     SCALED    
 PE0427* NAVD 88     -        58.505  (meters)     191.95   (feet)  ADJUSTED  
 PE0427  ___________________________________________________________________
 PE0427  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 PE0427  DYNAMIC HT  -          58.500 (meters)     191.93  (feet)  COMP
 PE0427  MODELED GRAV-     980,540.8   (mgal)                       NAVD 88
 PE0427  OBS GRAVITY -     980,539.9   (mgal)                       GRAV_OBS
 PE0427
 PE0427  VERT ORDER  -  FIRST     CLASS I
 PE0427
 PE0427.The horizontal coordinates were scaled from a topographic map and have
 PE0427.an estimated accuracy of +/- 6 seconds.
 PE0427
 PE0427.The orthometric height was determined by differential leveling
 PE0427.and adjusted by the National Geodetic Survey in June 1991..
 PE0427
 PE0427.The geoid height was determined by GEOID03.
 PE0427
 PE0427.The dynamic height is computed by dividing the NAVD 88
 PE0427.geopotential number by the normal gravity value computed on the
 PE0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0427.degrees latitude (g = 980.6199 gals.).
 PE0427
 PE0427.The modeled gravity was interpolated from observed gravity values.
 PE0427.The observed gravity was obtained from relative gravimeter ties
 PE0427.to the IGSN71 gravity network.
 PE0427
 PE0427;                    North         East    Units  Estimated Accuracy
 PE0427;SPC ME E     -   110,520.      296,260.      MT  (+/- 180 meters Scaled)
 PE0427
 PE0427                          SUPERSEDED SURVEY CONTROL
 PE0427
 PE0427  NGVD 29 (??/??/92)   58.697  (m)          192.58   (f) ADJ UNCH    1 1
 PE0427
 PE0427.Superseded values are not recommended for survey control.
 PE0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0427.See file dsdata.txt to determine how the superseded data were derived.
 PE0427
 PE0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK358454(NAD 83)
 PE0427_MARKER: DB = BENCH MARK DISK
 PE0427_SETTING: 66 = SET IN ROCK OUTCROP
 PE0427_SP_SET: ROCK LEDGE
 PE0427_STAMPING: A 90 1942
 PE0427_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0427+STABILITY: POSITION/ELEVATION WELL
 PE0427
 PE0427  HISTORY     - Date     Condition        Report By
 PE0427  HISTORY     - 1942     MONUMENTED       CGS
 PE0427  HISTORY     - 1966     GOOD             NGS
 PE0427  HISTORY     - 1978     GOOD             DMA
 PE0427  HISTORY     - 1987     GOOD             USPSQD
 PE0427
 PE0427                          STATION DESCRIPTION
 PE0427
 PE0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0427'0.7 MI SE FROM GREEN LAKE.
 PE0427'0.7 MILE SOUTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE0427'BLACK TOPPED ROAD CROSSING AT GREEN LAKE, ON THE OUTSIDE OF A
 PE0427'CURVE WITH TANGENTS EXTENDING SOUTH AND NORTHEAST, 3 1/2 RAILS
 PE0427'SOUTH OF MILEPOST P158/C115, IN THE TOP OF A ROCK LEDGE THAT THE
 PE0427'EXPOSED PORTION IS 10 FEET LONG BY 1 1/2 FEET HIGH, 12.0 FEET
 PE0427'WEST OF THE WEST RAIL, 1.6 FEET SOUTH OF THE NORTH EDGE OF THE
 PE0427'ROCK, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE TRACK.
 PE0427
 PE0427                          STATION RECOVERY (1978)
 PE0427
 PE0427'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PE0427'RECOVERED IN GOOD CONDITION.
 PE0427
 PE0427                          STATION RECOVERY (1987)
 PE0427
 PE0427'RECOVERY NOTE BY US POWER SQUADRON 1987 (ELG)
 PE0427'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0073 ***********************************************************************
 PE0073  DESIGNATION -  A 91
 PE0073  PID         -  PE0073
 PE0073  STATE/COUNTY-  ME/HANCOCK
 PE0073  USGS QUAD   -  TUNK LAKE (1982)
 PE0073
 PE0073                         *CURRENT SURVEY CONTROL
 PE0073  ___________________________________________________________________
 PE0073* NAD 83(1986)-  44 32 31.     (N)    068 06 01.     (W)     SCALED    
 PE0073* NAVD 88     -        71.260  (meters)     233.79   (feet)  ADJUSTED  
 PE0073  ___________________________________________________________________
 PE0073  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 PE0073  DYNAMIC HT  -          71.255 (meters)     233.78  (feet)  COMP
 PE0073  MODELED GRAV-     980,544.6   (mgal)                       NAVD 88
 PE0073  OBS GRAVITY -     980,551.0   (mgal)                       GRAV_OBS
 PE0073
 PE0073  VERT ORDER  -  FIRST     CLASS I
 PE0073
 PE0073.The horizontal coordinates were scaled from a topographic map and have
 PE0073.an estimated accuracy of +/- 6 seconds.
 PE0073
 PE0073.The orthometric height was determined by differential leveling
 PE0073.and adjusted by the National Geodetic Survey in June 1991..
 PE0073
 PE0073.The geoid height was determined by GEOID03.
 PE0073
 PE0073.The dynamic height is computed by dividing the NAVD 88
 PE0073.geopotential number by the normal gravity value computed on the
 PE0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0073.degrees latitude (g = 980.6199 gals.).
 PE0073
 PE0073.The modeled gravity was interpolated from observed gravity values.
 PE0073.The observed gravity was obtained from relative gravimeter ties
 PE0073.to the IGSN71 gravity network.
 PE0073
 PE0073;                    North         East    Units  Estimated Accuracy
 PE0073;SPC ME E     -    97,320.      331,760.      MT  (+/- 180 meters Scaled)
 PE0073
 PE0073                          SUPERSEDED SURVEY CONTROL
 PE0073
 PE0073  NGVD 29 (??/??/92)   71.463  (m)          234.46   (f) ADJ UNCH    1 1
 PE0073
 PE0073.Superseded values are not recommended for survey control.
 PE0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0073.See file dsdata.txt to determine how the superseded data were derived.
 PE0073
 PE0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK714324(NAD 83)
 PE0073_MARKER: DB = BENCH MARK DISK
 PE0073_SETTING: 66 = SET IN ROCK OUTCROP
 PE0073_SP_SET: ROCK LEDGE
 PE0073_STAMPING: A 91 1942
 PE0073_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0073+STABILITY: POSITION/ELEVATION WELL
 PE0073
 PE0073  HISTORY     - Date     Condition        Report By
 PE0073  HISTORY     - 1942     MONUMENTED       CGS
 PE0073  HISTORY     - 1966     GOOD             NGS
 PE0073  HISTORY     - 1978     GOOD             DMA
 PE0073
 PE0073                          STATION DESCRIPTION
 PE0073
 PE0073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0073'0.9 MI E FROM TUNK LAKE.
 PE0073'0.9 MILE EAST ALONG THE MAINE CENTRAL RAILROAD FROM THE CROSSING
 PE0073'OF STATE HIGHWAY 183 AT TUNK LAKE, 8 1/2 RAILS EAST OF MILEPOST
 PE0073'P186/C84, IN THE TOP OF THE EAST END OF A ROCK LEDGE THAT IS
 PE0073'ABOUT 15 FEET LONG BY 4 FEET HIGH, 10.4 FEET NORTH OF THE NORTH
 PE0073'RAIL, 0.9 FOOT NORTHWEST OF THE SOUTHEAST CORNER OF THE ROCK, AND
 PE0073'ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK.
 PE0073
 PE0073                          STATION RECOVERY (1978)
 PE0073
 PE0073'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PE0073'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0506 ***********************************************************************
 PF0506  DESIGNATION -  A 92
 PF0506  PID         -  PF0506
 PF0506  STATE/COUNTY-  ME/OXFORD
 PF0506  USGS QUAD   -  WILD RIVER (1983)
 PF0506
 PF0506                         *CURRENT SURVEY CONTROL
 PF0506  ___________________________________________________________________
 PF0506* NAD 83(1986)-  44 16 35.     (N)    071 00 06.     (W)     SCALED    
 PF0506* NAVD 88     -       222.046  (meters)     728.50   (feet)  ADJUSTED  
 PF0506  ___________________________________________________________________
 PF0506  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 PF0506  DYNAMIC HT  -         222.007 (meters)     728.37  (feet)  COMP
 PF0506  MODELED GRAV-     980,438.2   (mgal)                       NAVD 88
 PF0506
 PF0506  VERT ORDER  -  SECOND    CLASS 0
 PF0506
 PF0506.The horizontal coordinates were scaled from a topographic map and have
 PF0506.an estimated accuracy of +/- 6 seconds.
 PF0506
 PF0506.The orthometric height was determined by differential leveling
 PF0506.and adjusted by the National Geodetic Survey in June 1991..
 PF0506
 PF0506.The geoid height was determined by GEOID03.
 PF0506
 PF0506.The dynamic height is computed by dividing the NAVD 88
 PF0506.geopotential number by the normal gravity value computed on the
 PF0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0506.degrees latitude (g = 980.6199 gals.).
 PF0506
 PF0506.The modeled gravity was interpolated from observed gravity values.
 PF0506
 PF0506;                    North         East    Units  Estimated Accuracy
 PF0506;SPC ME W     -   160,660.      833,340.      MT  (+/- 180 meters Scaled)
 PF0506
 PF0506                          SUPERSEDED SURVEY CONTROL
 PF0506
 PF0506  NGVD 29 (??/??/92)  222.12   (m)          728.7    (f) COMPUTED    2 0
 PF0506
 PF0506.Superseded values are not recommended for survey control.
 PF0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0506.See file dsdata.txt to determine how the superseded data were derived.
 PF0506
 PF0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK402045(NAD 83)
 PF0506_MARKER: DB = BENCH MARK DISK
 PF0506_SETTING: 80 = SET IN A BOULDER
 PF0506_SP_SET: BOULDER
 PF0506_STAMPING: A 92 1942
 PF0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0506+STABILITY: SURFACE MOTION
 PF0506_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PF0506+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2004
 PF0506
 PF0506  HISTORY     - Date     Condition        Report By
 PF0506  HISTORY     - 1942     MONUMENTED       CGS
 PF0506  HISTORY     - 1976     GOOD             NGS
 PF0506  HISTORY     - 20040925 GOOD             GEOCAC
 PF0506
 PF0506                          STATION DESCRIPTION
 PF0506
 PF0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PF0506'2.8 MI N FROM NORTH CHATHAM.
 PF0506'IN OXFORD COUNTY, MAINE, ABOUT 2.85 MILES NORTH ALONG THE EVANS
 PF0506'NOTCH ROAD FROM THE POST OFFICE AT NORTH CHATHAM, CARROLL COUNTY,
 PF0506'NEW HAMPSHIRE, ABOUT 0.65 MILE NORTH OF COLD RIVER RANGER
 PF0506'STATION, 20 FEET EAST OF THE SOUTHEAST HEAD WALL OF A SMALL
 PF0506'STONE CULVERT, 29 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 PF0506'IN THE TOP OF A 6- BY 7-FOOT ROCK BOULDER, 2 FEET ABOVE GROUND,
 PF0506'AND ABOUT 2 FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED
 PF0506'A 92 1942.
 PF0506
 PF0506                          STATION RECOVERY (1976)
 PF0506
 PF0506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 PF0506'RECOVERED IN GOOD CONDITION.
 PF0506
 PF0506                          STATION RECOVERY (2004)
 PF0506
 PF0506'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 PF0506'I FOUND THIS MARK IN THE DESCRIBED LOCATION IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0097 ***********************************************************************
 PE0097  DESIGNATION -  A 93
 PE0097  PID         -  PE0097
 PE0097  STATE/COUNTY-  ME/HANCOCK
 PE0097  USGS QUAD   -  SULLIVAN (1982)
 PE0097
 PE0097                         *CURRENT SURVEY CONTROL
 PE0097  ___________________________________________________________________
 PE0097* NAD 83(1986)-  44 34 31.     (N)    068 11 56.     (W)     SCALED    
 PE0097* NAVD 88     -        40.326  (meters)     132.30   (feet)  ADJUSTED  
 PE0097  ___________________________________________________________________
 PE0097  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 PE0097  DYNAMIC HT  -          40.324 (meters)     132.30  (feet)  COMP
 PE0097  MODELED GRAV-     980,565.9   (mgal)                       NAVD 88
 PE0097
 PE0097  VERT ORDER  -  SECOND    CLASS 0
 PE0097
 PE0097.The horizontal coordinates were scaled from a topographic map and have
 PE0097.an estimated accuracy of +/- 6 seconds.
 PE0097
 PE0097.The orthometric height was determined by differential leveling
 PE0097.and adjusted by the National Geodetic Survey in June 1991..
 PE0097
 PE0097.The geoid height was determined by GEOID03.
 PE0097
 PE0097.The dynamic height is computed by dividing the NAVD 88
 PE0097.geopotential number by the normal gravity value computed on the
 PE0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0097.degrees latitude (g = 980.6199 gals.).
 PE0097
 PE0097.The modeled gravity was interpolated from observed gravity values.
 PE0097
 PE0097;                    North         East    Units  Estimated Accuracy
 PE0097;SPC ME E     -   100,990.      323,910.      MT  (+/- 180 meters Scaled)
 PE0097
 PE0097                          SUPERSEDED SURVEY CONTROL
 PE0097
 PE0097  NGVD 29 (??/??/92)   40.527  (m)          132.96   (f) ADJ UNCH    2 0
 PE0097
 PE0097.Superseded values are not recommended for survey control.
 PE0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0097.See file dsdata.txt to determine how the superseded data were derived.
 PE0097
 PE0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK636360(NAD 83)
 PE0097_MARKER: DB = BENCH MARK DISK
 PE0097_SETTING: 80 = SET IN A BOULDER
 PE0097_SP_SET: BOULDER
 PE0097_STAMPING: A 93 1942
 PE0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0097+STABILITY: SURFACE MOTION
 PE0097
 PE0097  HISTORY     - Date     Condition        Report By
 PE0097  HISTORY     - 1942     MONUMENTED       CGS
 PE0097  HISTORY     - 1966     GOOD             NGS
 PE0097
 PE0097                          STATION DESCRIPTION
 PE0097
 PE0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0097'1.7 MI SE FROM FRANKLIN.
 PE0097'1.7 MILES SOUTHEAST ALONG STATE HIGHWAY 200 FROM THE JUNCTION
 PE0097'OF STATE HIGHWAY 182 IN FRANKLIN, ABOUT 0.6 MILE NORTHWEST OF
 PE0097'THE JUNCTION OF A BLACK TOP ROAD LEADING WEST AT EAST FRANKLIN,
 PE0097'ABOUT 60 YARDS WEST OF THE JUNCTION OF A NARROW GRAVELED ROAD
 PE0097'LEADING WEST TO AND OLD GRAVEL PIT, SET IN THE TOP OF A
 PE0097'8-BY-5-FOOT BOULDER WHICH PROJECTS 3 FEET ABOVE THE LEVEL OF
 PE0097'THE GROUND, 69 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 PE0097'52 1/2 FEET NORTH OF THE CENTER LINE OF A GRAVELED ROAD AND ABOUT
 PE0097'5 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0317 ***********************************************************************
 PD0317  DESIGNATION -  A 94
 PD0317  PID         -  PD0317
 PD0317  STATE/COUNTY-  ME/WASHINGTON
 PD0317  USGS QUAD   -  COLUMBIA FALLS (1977)
 PD0317
 PD0317                         *CURRENT SURVEY CONTROL
 PD0317  ___________________________________________________________________
 PD0317* NAD 83(1986)-  44 40 07.     (N)    067 39 12.     (W)     SCALED    
 PD0317* NAVD 88     -        31.980  (meters)     104.92   (feet)  ADJUSTED  
 PD0317  ___________________________________________________________________
 PD0317  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 PD0317  DYNAMIC HT  -          31.978 (meters)     104.91  (feet)  COMP
 PD0317  MODELED GRAV-     980,572.5   (mgal)                       NAVD 88
 PD0317
 PD0317  VERT ORDER  -  FIRST     CLASS I
 PD0317
 PD0317.The horizontal coordinates were scaled from a topographic map and have
 PD0317.an estimated accuracy of +/- 6 seconds.
 PD0317
 PD0317.The orthometric height was determined by differential leveling
 PD0317.and adjusted by the National Geodetic Survey in June 1991..
 PD0317
 PD0317.The geoid height was determined by GEOID03.
 PD0317
 PD0317.The dynamic height is computed by dividing the NAVD 88
 PD0317.geopotential number by the normal gravity value computed on the
 PD0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0317.degrees latitude (g = 980.6199 gals.).
 PD0317
 PD0317.The modeled gravity was interpolated from observed gravity values.
 PD0317
 PD0317;                    North         East    Units  Estimated Accuracy
 PD0317;SPC ME E     -   111,670.      367,130.      MT  (+/- 180 meters Scaled)
 PD0317
 PD0317                          SUPERSEDED SURVEY CONTROL
 PD0317
 PD0317  NGVD 29 (??/??/92)   32.190  (m)          105.61   (f) ADJ UNCH    1 1
 PD0317
 PD0317.Superseded values are not recommended for survey control.
 PD0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0317.See file dsdata.txt to determine how the superseded data were derived.
 PD0317
 PD0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK067470(NAD 83)
 PD0317_MARKER: DB = BENCH MARK DISK
 PD0317_SETTING: 80 = SET IN A BOULDER
 PD0317_SP_SET: BOULDER
 PD0317_STAMPING: A 94 1942
 PD0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0317+STABILITY: SURFACE MOTION
 PD0317
 PD0317  HISTORY     - Date     Condition        Report By
 PD0317  HISTORY     - 1942     MONUMENTED       CGS
 PD0317  HISTORY     - 1966     GOOD             NGS
 PD0317  HISTORY     - 1978     GOOD             DMA
 PD0317
 PD0317                          STATION DESCRIPTION
 PD0317
 PD0317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PD0317'0.4 MI W FROM JONESBORO STATION.
 PD0317'0.4 MILE WEST ALONG THE MAINE CENTRAL RAILROAD FROM THE CROSSING
 PD0317'OF A BLACK TOPPED ROAD AT JONESBORO STATION, ABOUT 0.3 MILE
 PD0317'WEST OF MILEPOST C56/P214, 21 RAIL WEST OF SWITCH STAND AT THE
 PD0317'WEST END OF JONESBORO SIDING, 62.0 FEET SOUTH OF THE SOUTH RAIL,
 PD0317'ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF
 PD0317'A 5-BY-5-FOOT EMBEDDED BOULDER THAT PROJECTS ABOUT 3 FEET.
 PD0317
 PD0317                          STATION RECOVERY (1978)
 PD0317
 PD0317'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PD0317'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0019 ***********************************************************************
 QF0019  DESIGNATION -  A 96
 QF0019  PID         -  QF0019
 QF0019  STATE/COUNTY-  ME/WASHINGTON
 QF0019  USGS QUAD   -  MEDDYBEMPS LAKE EAST (1987)
 QF0019
 QF0019                         *CURRENT SURVEY CONTROL
 QF0019  ___________________________________________________________________
 QF0019* NAD 83(1986)-  45 05 14.     (N)    067 16 37.     (W)     SCALED    
 QF0019* NAVD 88     -        41.564  (meters)     136.36   (feet)  ADJUSTED  
 QF0019  ___________________________________________________________________
 QF0019  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 QF0019  DYNAMIC HT  -          41.564 (meters)     136.36  (feet)  COMP
 QF0019  MODELED GRAV-     980,616.6   (mgal)                       NAVD 88
 QF0019
 QF0019  VERT ORDER  -  FIRST     CLASS I
 QF0019
 QF0019.The horizontal coordinates were scaled from a topographic map and have
 QF0019.an estimated accuracy of +/- 6 seconds.
 QF0019
 QF0019.The orthometric height was determined by differential leveling
 QF0019.and adjusted by the National Geodetic Survey in June 1991..
 QF0019
 QF0019.The geoid height was determined by GEOID03.
 QF0019
 QF0019.The dynamic height is computed by dividing the NAVD 88
 QF0019.geopotential number by the normal gravity value computed on the
 QF0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0019.degrees latitude (g = 980.6199 gals.).
 QF0019
 QF0019.The modeled gravity was interpolated from observed gravity values.
 QF0019
 QF0019;                    North         East    Units  Estimated Accuracy
 QF0019;SPC ME E     -   158,560.      396,280.      MT  (+/- 180 meters Scaled)
 QF0019
 QF0019                          SUPERSEDED SURVEY CONTROL
 QF0019
 QF0019  NGVD 29 (??/??/92)   41.770  (m)          137.04   (f) ADJ UNCH    1 1
 QF0019
 QF0019.Superseded values are not recommended for survey control.
 QF0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0019.See file dsdata.txt to determine how the superseded data were derived.
 QF0019
 QF0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK355940(NAD 83)
 QF0019_MARKER: DB = BENCH MARK DISK
 QF0019_SETTING: 66 = SET IN ROCK OUTCROP
 QF0019_SP_SET: ROCK LEDGE
 QF0019_STAMPING: A 96 1942
 QF0019_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0019+STABILITY: POSITION/ELEVATION WELL
 QF0019
 QF0019  HISTORY     - Date     Condition        Report By
 QF0019  HISTORY     - 1942     MONUMENTED       CGS
 QF0019  HISTORY     - 1966     GOOD             NGS
 QF0019  HISTORY     - 1978     GOOD             DMA
 QF0019
 QF0019                          STATION DESCRIPTION
 QF0019
 QF0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 QF0019'6.2 MI S FROM MILLTOWN.
 QF0019'6.2 MILES SOUTH ALONG THE MAINE CENTRAL RAILROAD FROM THE U.S.
 QF0019'CUSTOMHOUSE AT MILLTOWN, ABOUT 0.1 MILE NORTH OF MILEPOST
 QF0019'C8/P262, ABOUT 0.4 MILE NORTH OF A BLACK TOPPED ROAD CROSSING,
 QF0019'IN THE TOP OF 4-BY-10-FOOT ROCK LEDGE THAT PROJECTS 4 FEET, 6
 QF0019'FEET SOUTH OF THE NORTH END OF THE LEDGE, 196 FEET EAST OF AND
 QF0019'ACROSS A BLACK TOPPED ROAD FROM THE EAST RAIL, 47 FEET EAST OF
 QF0019'THE CENTER LINE OF THE ROAD, 36 FEET NORTHEAST OF THE EAST END OF
 QF0019'A 18-INCH PIPE CULVERT UNDER THE ROAD, AND ABOUT 7 FEET ABOVE
 QF0019'THE LEVEL OF THE TRACK.
 QF0019
 QF0019                          STATION RECOVERY (1978)
 QF0019
 QF0019'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 QF0019'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0199 ***********************************************************************
 OB0199  TIDAL BM    -  This is a Tidal Bench Mark.
 OB0199  DESIGNATION -  A 97
 OB0199  PID         -  OB0199
 OB0199  STATE/COUNTY-  ME/SAGADAHOC
 OB0199  USGS QUAD   -  BATH (1980)
 OB0199
 OB0199                         *CURRENT SURVEY CONTROL
 OB0199  ___________________________________________________________________
 OB0199* NAD 83(1986)-  43 53 41.     (N)    069 49 14.     (W)     SCALED    
 OB0199* NAVD 88     -        26.516  (meters)      86.99   (feet)  ADJUSTED  
 OB0199  ___________________________________________________________________
 OB0199  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 OB0199  DYNAMIC HT  -          26.514 (meters)      86.99  (feet)  COMP
 OB0199  MODELED GRAV-     980,524.6   (mgal)                       NAVD 88
 OB0199
 OB0199  VERT ORDER  -  SECOND    CLASS 0
 OB0199
 OB0199.The horizontal coordinates were scaled from a topographic map and have
 OB0199.an estimated accuracy of +/- 6 seconds.
 OB0199
 OB0199.The orthometric height was determined by differential leveling
 OB0199.and adjusted by the National Geodetic Survey in June 1991..
 OB0199
 OB0199.This Tidal Bench Mark is designated as VM 17909
 OB0199.by the Center for Operational Oceanographic Products and Services.
 OB0199
 OB0199.The geoid height was determined by GEOID03.
 OB0199
 OB0199.The dynamic height is computed by dividing the NAVD 88
 OB0199.geopotential number by the normal gravity value computed on the
 OB0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0199.degrees latitude (g = 980.6199 gals.).
 OB0199
 OB0199.The modeled gravity was interpolated from observed gravity values.
 OB0199
 OB0199;                    North         East    Units  Estimated Accuracy
 OB0199;SPC ME W     -   117,970.      927,810.      MT  (+/- 180 meters Scaled)
 OB0199
 OB0199                          SUPERSEDED SURVEY CONTROL
 OB0199
 OB0199  NGVD 29 (??/??/92)   26.727  (m)           87.69   (f) ADJ UNCH    2 0
 OB0199
 OB0199.Superseded values are not recommended for survey control.
 OB0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0199.See file dsdata.txt to determine how the superseded data were derived.
 OB0199
 OB0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ340605(NAD 83)
 OB0199_MARKER: DB = BENCH MARK DISK
 OB0199_SETTING: 66 = SET IN ROCK OUTCROP
 OB0199_SP_SET: ROCK LEDGE
 OB0199_STAMPING: A 97 1943
 OB0199_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0199+STABILITY: POSITION/ELEVATION WELL
 OB0199
 OB0199  HISTORY     - Date     Condition        Report By
 OB0199  HISTORY     - 1943     MONUMENTED       CGS
 OB0199  HISTORY     - 1978     GOOD             LOCENG
 OB0199  HISTORY     - 19910404 GOOD             USPSQD
 OB0199  HISTORY     - 20020916 GOOD             USPSQD
 OB0199  HISTORY     - 20041020 GOOD             USPSQD
 OB0199
 OB0199                          STATION DESCRIPTION
 OB0199
 OB0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 OB0199'1.2 MI S FROM BATH.
 OB0199'1.2 MILES SOUTH ALONG STATE HIGHWAY 209 FROM THE COUNTY COURTHOUSE AT
 OB0199'BATH, SAGADAHOC COUNTY, 80 FEET NORTHWEST OF THE JUNCTION OF MARSHALL
 OB0199'STREET, 28.6 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 4.6 FEET
 OB0199'NORTH OF A SMALL PINE TREE, IN THE EAST END OF A HIGH ROCK LEDGE, AND
 OB0199'ABOUT 6 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED A 97
 OB0199'1943.
 OB0199
 OB0199                          STATION RECOVERY (1978)
 OB0199
 OB0199'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 OB0199'RECOVERED IN GOOD CONDITION.
 OB0199
 OB0199                          STATION RECOVERY (1991)
 OB0199
 OB0199'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OB0199'RECOVERED IN GOOD CONDITION.
 OB0199
 OB0199                          STATION RECOVERY (2002)
 OB0199
 OB0199'RECOVERY NOTE BY US POWER SQUADRON 2002 (RHS)
 OB0199'RECOVERED IN GOOD CONDITION.
 OB0199
 OB0199                          STATION RECOVERY (2004)
 OB0199
 OB0199'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMW)
 OB0199'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0154 ***********************************************************************
 OC0154  DESIGNATION -  A 98
 OC0154  PID         -  OC0154
 OC0154  STATE/COUNTY-  ME/CUMBERLAND
 OC0154  USGS QUAD   -  CAPE ELIZABETH (1975)
 OC0154
 OC0154                         *CURRENT SURVEY CONTROL
 OC0154  ___________________________________________________________________
 OC0154* NAD 83(1986)-  43 34 19.     (N)    070 13 13.     (W)     SCALED    
 OC0154* NAVD 88     -        18.640  (meters)      61.15   (feet)  ADJUSTED  
 OC0154  ___________________________________________________________________
 OC0154  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 OC0154  DYNAMIC HT  -          18.638 (meters)      61.15  (feet)  COMP
 OC0154  MODELED GRAV-     980,505.2   (mgal)                       NAVD 88
 OC0154
 OC0154  VERT ORDER  -  SECOND    CLASS 0
 OC0154
 OC0154.The horizontal coordinates were scaled from a topographic map and have
 OC0154.an estimated accuracy of +/- 6 seconds.
 OC0154
 OC0154.The orthometric height was determined by differential leveling
 OC0154.and adjusted by the National Geodetic Survey in June 1991..
 OC0154
 OC0154.The geoid height was determined by GEOID03.
 OC0154
 OC0154.The dynamic height is computed by dividing the NAVD 88
 OC0154.geopotential number by the normal gravity value computed on the
 OC0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0154.degrees latitude (g = 980.6199 gals.).
 OC0154
 OC0154.The modeled gravity was interpolated from observed gravity values.
 OC0154
 OC0154;                    North         East    Units  Estimated Accuracy
 OC0154;SPC ME W     -    82,060.      895,670.      MT  (+/- 180 meters Scaled)
 OC0154
 OC0154                          SUPERSEDED SURVEY CONTROL
 OC0154
 OC0154  NGVD 29 (??/??/92)   18.863  (m)           61.89   (f) ADJ UNCH    2 0
 OC0154
 OC0154.Superseded values are not recommended for survey control.
 OC0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0154.See file dsdata.txt to determine how the superseded data were derived.
 OC0154
 OC0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ014250(NAD 83)
 OC0154_MARKER: DB = BENCH MARK DISK
 OC0154_SETTING: 66 = SET IN ROCK OUTCROP
 OC0154_SP_SET: OUTCROPPING ROCK LEDGE
 OC0154_STAMPING: A 98 1943
 OC0154_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC0154+STABILITY: POSITION/ELEVATION WELL
 OC0154
 OC0154  HISTORY     - Date     Condition        Report By
 OC0154  HISTORY     - 1943     MONUMENTED       CGS
 OC0154  HISTORY     - 1976     GOOD             NGS
 OC0154
 OC0154                          STATION DESCRIPTION
 OC0154
 OC0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 OC0154'7 MI SE FROM SOUTH PORTLAND.
 OC0154'7.0 MILES SOUTHEAST ALONG STATE HIGHWAY 77 FROM SOUTH PORTLAND,
 OC0154'CUMBERLAND COUNTY, AT THE CRESCENT LODGE BUILDING, IN THE FRONT
 OC0154'YARD, 41 FEET SOUTH OF THE SOUTHWEST CORNER OF THE LEDGE, AT
 OC0154'THE T-JUNCTION OF A ROAD LEADING TO CAPE ELIZABETH, 30 FEET
 OC0154'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 12 FEET NORTH OF A
 OC0154'POLE, AND IN OUTCROPPING LEDGE ROCK FLUSH WITH THE GROUND.
 OC0154
 OC0154                          STATION RECOVERY (1976)
 OC0154
 OC0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0154'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0461 ***********************************************************************
 OC0461  DESIGNATION -  A 99
 OC0461  PID         -  OC0461
 OC0461  STATE/COUNTY-  ME/YORK
 OC0461  USGS QUAD   -  WELLS (1979)
 OC0461
 OC0461                         *CURRENT SURVEY CONTROL
 OC0461  ___________________________________________________________________
 OC0461* NAD 83(1986)-  43 16 15.     (N)    070 35 52.     (W)     SCALED    
 OC0461* NAVD 88     -        13.169  (meters)      43.21   (feet)  ADJUSTED  
 OC0461  ___________________________________________________________________
 OC0461  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 OC0461  DYNAMIC HT  -          13.167 (meters)      43.20  (feet)  COMP
 OC0461  MODELED GRAV-     980,469.8   (mgal)                       NAVD 88
 OC0461
 OC0461  VERT ORDER  -  SECOND    CLASS 0
 OC0461
 OC0461.The horizontal coordinates were scaled from a topographic map and have
 OC0461.an estimated accuracy of +/- 6 seconds.
 OC0461
 OC0461.The orthometric height was determined by differential leveling
 OC0461.and adjusted by the National Geodetic Survey in June 1991..
 OC0461
 OC0461.The geoid height was determined by GEOID03.
 OC0461
 OC0461.The dynamic height is computed by dividing the NAVD 88
 OC0461.geopotential number by the normal gravity value computed on the
 OC0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0461.degrees latitude (g = 980.6199 gals.).
 OC0461
 OC0461.The modeled gravity was interpolated from observed gravity values.
 OC0461
 OC0461;                    North         East    Units  Estimated Accuracy
 OC0461;SPC ME W     -    48,690.      865,000.      MT  (+/- 180 meters Scaled)
 OC0461
 OC0461                          SUPERSEDED SURVEY CONTROL
 OC0461
 OC0461  NGVD 29 (??/??/92)   13.395  (m)           43.95   (f) ADJ UNCH    2 0
 OC0461
 OC0461.Superseded values are not recommended for survey control.
 OC0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0461.See file dsdata.txt to determine how the superseded data were derived.
 OC0461
 OC0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH703921(NAD 83)
 OC0461_MARKER: DB = BENCH MARK DISK
 OC0461_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC0461_SP_SET: BRIDGE
 OC0461_STAMPING: A 99 1943
 OC0461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC0461
 OC0461  HISTORY     - Date     Condition        Report By
 OC0461  HISTORY     - 1943     MONUMENTED       CGS
 OC0461  HISTORY     - 1976     GOOD             NGS
 OC0461  HISTORY     - 1987     GOOD             LOCSUR
 OC0461  HISTORY     - 1988     GOOD             USPSQD
 OC0461  HISTORY     - 1989     GOOD             USPSQD
 OC0461  HISTORY     - 19950913 GOOD             USPSQD
 OC0461
 OC0461                          STATION DESCRIPTION
 OC0461
 OC0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 OC0461'1.5 MI N FROM OGUNQUIT.
 OC0461'1.5 MILE NORTH ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 OC0461'OGUNQUIT, YORK COUNTY, AT A BRIDGE OVER OGUNQUIT RIVER, AND IN THE
 OC0461'NORTH END OF THE WEST WING WALL OF THE O CONCRETE ABUTMENT.
 OC0461
 OC0461                          STATION RECOVERY (1976)
 OC0461
 OC0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0461'RECOVERED IN GOOD CONDITION.
 OC0461
 OC0461                          STATION RECOVERY (1987)
 OC0461
 OC0461'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (HMW)
 OC0461'RECOVERED IN GOOD CONDITION.
 OC0461
 OC0461                          STATION RECOVERY (1988)
 OC0461
 OC0461'RECOVERY NOTE BY US POWER SQUADRON 1988 (RSR)
 OC0461'RECOVERED IN GOOD CONDITION.
 OC0461
 OC0461                          STATION RECOVERY (1989)
 OC0461
 OC0461'RECOVERY NOTE BY US POWER SQUADRON 1989 (RSR)
 OC0461'RECOVERED IN GOOD CONDITION.
 OC0461
 OC0461                          STATION RECOVERY (1995)
 OC0461
 OC0461'RECOVERY NOTE BY US POWER SQUADRON 1995
 OC0461'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2285 ***********************************************************************
 PE2285  DESIGNATION -  A MONROE ISLAND STEEL BEACON
 PE2285  PID         -  PE2285
 PE2285  STATE/COUNTY-  ME/KNOX
 PE2285  USGS QUAD   -  ROCKLAND (1979)
 PE2285
 PE2285                         *CURRENT SURVEY CONTROL
 PE2285  ___________________________________________________________________
 PE2285* NAD 83(1996)-  44 05 09.08864(N)    069 02 17.91144(W)     ADJUSTED  
 PE2285* NAVD 88     -        10.     (meters)      33.     (feet)  SCALED    
 PE2285  ___________________________________________________________________
 PE2285  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 PE2285  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 PE2285
 PE2285  HORZ ORDER  -  THIRD
 PE2285
 PE2285.The horizontal coordinates were established by classical geodetic methods
 PE2285.and adjusted by the National Geodetic Survey in March 1998..
 PE2285
 PE2285.The orthometric height was scaled from a topographic map.
 PE2285
 PE2285.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2285
 PE2285.The geoid height was determined by GEOID03.
 PE2285
 PE2285;                    North         East     Units Scale Factor Converg.
 PE2285;SPC ME E     -    46,712.510   256,890.906   MT  0.99992285   -0 22 28.3
 PE2285;UTM  19      - 4,881,409.680   496,933.064   MT  0.99960012   -0 01 35.9
 PE2285
 PE2285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2285!SPC ME E     -   1.00000239  x   0.99992285  =   0.99992524
 PE2285!UTM  19      -   1.00000239  x   0.99960012  =   0.99960251
 PE2285
 PE2285|---------------------------------------------------------------------|
 PE2285| PID    Reference Object                     Distance      Geod. Az  |
 PE2285|                                                           dddmmss.s |
 PE2285| PE2286 OUTER NORTH BEACON TOP               22.715 METERS 03218     |
 PE2285| PE2314 WIND                                APPROX. 3.2 KM 2350924.4 |
 PE2285| PE2320 BARN                                APPROX. 1.7 KM 2363559.3 |
 PE2285|---------------------------------------------------------------------|
 PE2285
 PE2285                          SUPERSEDED SURVEY CONTROL
 PE2285
 PE2285  NAD 83(1992)-  44 05 09.09362(N)    069 02 17.89125(W) AD(       ) 3
 PE2285  NAD 83(1986)-  44 05 09.09861(N)    069 02 17.89738(W) AD(       ) 3
 PE2285  NAD 27      -  44 05 08.80900(N)    069 02 19.75600(W) AD(       ) 3
 PE2285
 PE2285.Superseded values are not recommended for survey control.
 PE2285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2285.See file dsdata.txt to determine how the superseded data were derived.
 PE2285
 PE2285_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ9693381410(NAD 83)
 PE2285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE2285+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2001
 PE2285
 PE2285  HISTORY     - Date     Condition        Report By
 PE2285  HISTORY     - 1911     MONUMENTED       CGS
 PE2285  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2285  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2285  HISTORY     - 1953     SEE DESCRIPTION  CGS
 PE2285  HISTORY     - 20011105 GOOD             USPSQD
 PE2285  HISTORY     - 20011108 GOOD             USPSQD
 PE2285
 PE2285                          STATION DESCRIPTION
 PE2285
 PE2285'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (OBF)
 PE2285'ON THE TOP OF THE KNOLL NEAR THE N END OF MONROE ISLAND.  THE
 PE2285'STATION IS MARKED BY A 2-BY 3-INCH POST.  A CROSS IS CUT IN
 PE2285'SOLID ROCK 2.03 METERS FROM THE STATION ON THE LINE TO THE
 PE2285'OLD BEACON WHICH IS 22.70 METERS FROM THE STATION.
 PE2285
 PE2285                          STATION RECOVERY (1934)
 PE2285
 PE2285'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2285'THE BEACON IS ON THE EXTREME NORTHERN POINT OF MONROE ISLAND
 PE2285'JUST ABOVE HIGH-WATER LINE.  IT IS A BLACK MAST, ON A YELLOW
 PE2285'PYRAMIDAL SKELETON TOWER, UPPER THIRD HORIZONTALLY
 PE2285'SLATTED.  USED AND MAINTAINED BY U.S. NAVY FOR TRIAL COURSE.
 PE2285
 PE2285                          STATION RECOVERY (1943)
 PE2285
 PE2285'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2285'STATION WAS RECOVERED AS DESCRIBED EXCEPT THE MAST AND PYRAMIDAL
 PE2285'SKELETON TOWER ARE NOW PAINTED ALTERNATELY RED AND WHITE.
 PE2285
 PE2285                          STATION RECOVERY (1953)
 PE2285
 PE2285'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (PT)
 PE2285'STATION WAS RECOVERED IN GOOD CONDITION.  THE PUBLISHED
 PE2285'DESCRIPTION IS ADEQUATE AND CORRECT.
 PE2285
 PE2285                          STATION RECOVERY (2001)
 PE2285
 PE2285'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 PE2285'RECOVERED IN GOOD CONDITION.
 PE2285
 PE2285                          STATION RECOVERY (2001)
 PE2285
 PE2285'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 PE2285'THIS STATION IS NO LONGER USED AND IS DALLING INTO DISREPAIR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0845 ***********************************************************************
 PD0845  DESIGNATION -  A SUB RESET
 PD0845  PID         -  PD0845
 PD0845  STATE/COUNTY-  ME/WASHINGTON
 PD0845  USGS QUAD   -  EASTPORT (1977)
 PD0845
 PD0845                         *CURRENT SURVEY CONTROL
 PD0845  ___________________________________________________________________
 PD0845* NAD 83(1996)-  44 58 46.84791(N)    067 03 02.83099(W)     ADJUSTED  
 PD0845* NAVD 88     -         4.3    (meters)      14.     (feet)  VERTCON   
 PD0845  ___________________________________________________________________
 PD0845  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 PD0845  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 PD0845
 PD0845  HORZ ORDER  -  THIRD
 PD0845
 PD0845.The horizontal coordinates were established by classical geodetic methods
 PD0845.and adjusted by the National Geodetic Survey in March 1998..
 PD0845
 PD0845.The NAVD 88 height was computed by applying the VERTCON shift value to
 PD0845.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PD0845
 PD0845.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0845
 PD0845.The geoid height was determined by GEOID03.
 PD0845
 PD0845;                    North         East     Units Scale Factor Converg.
 PD0845;SPC ME E     -   146,907.394   414,294.885   MT  1.00006058   +1 01 28.2
 PD0845;UTM  19      - 4,982,541.293   653,682.206   MT  0.99989042   +1 22 41.1
 PD0845
 PD0845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0845!SPC ME E     -   1.00000288  x   1.00006058  =   1.00006346
 PD0845!UTM  19      -   1.00000288  x   0.99989042  =   0.99989330
 PD0845
 PD0845                          SUPERSEDED SURVEY CONTROL
 PD0845
 PD0845  NAD 83(1992)-  44 58 46.83813(N)    067 03 02.83139(W) AD(       ) 3
 PD0845  NAD 83(1986)-  44 58 46.83625(N)    067 03 02.83140(W) AD(       ) 3
 PD0845  NAD 27      -  44 58 46.55900(N)    067 03 04.89200(W) AD(       ) 3
 PD0845  NGVD 29 (09/20/87)    4.5    (m)           15.     (f) VERT ANG       
 PD0845
 PD0845.Superseded values are not recommended for survey control.
 PD0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0845.See file dsdata.txt to determine how the superseded data were derived.
 PD0845
 PD0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5368282541(NAD 83)
 PD0845_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PD0845_SETTING: 66 = SET IN ROCK OUTCROP
 PD0845_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 PD0845_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0845_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0845+STABILITY: POSITION/ELEVATION WELL
 PD0845
 PD0845  HISTORY     - Date     Condition        Report By
 PD0845  HISTORY     - 1985     MONUMENTED       NOSAMC
 PD0845  HISTORY     - 1946     GOOD             IBC
 PD0845  HISTORY     - 1985     SEE DESCRIPTION  NOS
 PD0845
 PD0845                          STATION DESCRIPTION
 PD0845
 PD0845'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 PD0845'ON PROMINENT POINT ON THE W SIDE OF PASSAMAQUODDY BAY, 1-3/4 MILES N
 PD0845'OF AND ACROSS GLEASON COVE FROM PLEASANT POINT, AND OPPOSITE CLAM
 PD0845'COVE HEAD, ON DEER ISLAND.  THE STATION IS ON THE SECOND AND
 PD0845'NORTHERN PRONG OF THIS POINT ABOVE GLEASON COVE.  THIS SECOND PRONG
 PD0845'IS A SOLID ROCK LEDGE AND EXTENDS TO A SHARP POINT ABOUT 40 FEET
 PD0845'INTO THE BAY AT MEAN LOW TIDE AND HALF THAT FAR ON HIGH TIDE.  A
 PD0845'FISHING CABIN IS ON THE HIGH BANK INSIDE THE STATION.  THE STATION IS
 PD0845'ON A FLAT SECTION OF THE LEDGE, JUST ABOVE ORDINARY HIGH WATER, 3
 PD0845'FEET FROM THE S SIDE LEDGE, 8 FEET FROM N SIDE, 25 FEET E OF THE
 PD0845'POINT AT LOW TIDE, AND 6 FEET BELOW THE TOP OF THE LEDGE 18 FEET E.
 PD0845'
 PD0845'STATION MARK IS A 5/16 - INCH COPPER BOLT SET WITH WHITE CONCRETE OR
 PD0845'SULPHUR IN A DRILL HOLE IN THE LEDGE AND PROJECTS ABOUT 3/4 INCH.
 PD0845'PROBABLY REFERENCE FOR DR KINGS STATION---A---.
 PD0845'
 PD0845'REFERENCE MARK 1 IS A DRILL HOLE IN A LARGE BOULDER 4 FEET BY 2 FEET
 PD0845'AND 6 INCHES HIGH, IN FRONT OF THE FISHERMANS CABIN, AT THE FOOT OF
 PD0845'THE ONLY SPRUCE TREE ON THE POINT OUTSIDE THE MAIN GROVE.  IT IS 10
 PD0845'FEET INSIDE THE EDGE OF THE GRASS, 15 FEET INSIDE THE DROP - OFF TO
 PD0845'THE BEACH, AND ABOUT ON LINE WITH THE S SIDE OF THE POINT EXTENDED.
 PD0845'
 PD0845'REFERENCE MARK 2 IS STATION---GLEE---.
 PD0845
 PD0845                          STATION RECOVERY (1985)
 PD0845
 PD0845'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1985 (WVH)
 PD0845'THE STATION WAS RECOVERED AT THIS DATE.
 PD0845'THE COPPER BOLT AND SURROUNDING ROCK HAVE BROKEN OFF AND
 PD0845'DISAPEARED, LEAVING ONLY THE BOTTOM 1 CM OF THE DRILL HOLE WHICH
 PD0845'WAS FOUND WITH REFERENCE MEASUREMENTS.  A NEW DISK WAS SET AT
 PD0845'THIS TIME.
 PD0845'
 PD0845'THE STATION CAN BE REACHED BY DRIVING TO GREASON POINT AND PACKING
 PD0845'ALONG THE BEACH NORTHERLY FOR ABOUT 0.4 MILE.
 PD0845'THE NEW DISK IS CEMENTED IN THE ORIGINAL DRILL HOLE AND IS
 PD0845'STAMPED---A SUB IBC 1894 1985---, AND IS FLUSH WITH THE ROCK.
 PD0845'
 PD0845'HEIGHT OF LIGHT SHOWN WAS 1.3 METERS ABOVE THE MARK.
 PD0845'
 PD0845'DESCRIBED BY G.E.L.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2722 ***********************************************************************
 OC2722  DESIGNATION -  ABBOTT
 OC2722  PID         -  OC2722
 OC2722  STATE/COUNTY-  ME/YORK
 OC2722  USGS QUAD   -  MOUSAM LAKE (1983)
 OC2722
 OC2722                         *CURRENT SURVEY CONTROL
 OC2722  ___________________________________________________________________
 OC2722* NAD 83(1996)-  43 35 45.93878(N)    070 50 01.74165(W)     ADJUSTED  
 OC2722* NAVD 88     -       328.4    (meters)    1077.     (feet)  VERTCON   
 OC2722  ___________________________________________________________________
 OC2722  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 OC2722  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 OC2722
 OC2722  HORZ ORDER  -  FIRST
 OC2722
 OC2722.The horizontal coordinates were established by classical geodetic methods
 OC2722.and adjusted by the National Geodetic Survey in March 1998..
 OC2722
 OC2722.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2722
 OC2722.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2722
 OC2722.The geoid height was determined by GEOID03.
 OC2722
 OC2722;                    North         East     Units Scale Factor Converg.
 OC2722;SPC ME W     -    84,953.823   846,130.470   MT  1.00000235   -0 27 36.2
 OC2722;UTM  19      - 4,828,647.215   351,980.338   MT  0.99986950   -1 15 53.2
 OC2722
 OC2722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2722!SPC ME W     -   0.99995271  x   1.00000235  =   0.99995506
 OC2722!UTM  19      -   0.99995271  x   0.99986950  =   0.99982222
 OC2722
 OC2722:                Primary Azimuth Mark                     Grid Az
 OC2722:SPC ME W     -  OSSIPEE RESET                            096 49 15.8
 OC2722:UTM  19      -  OSSIPEE RESET                            097 37 32.8
 OC2722
 OC2722|---------------------------------------------------------------------|
 OC2722| PID    Reference Object                     Distance      Geod. Az  |
 OC2722|                                                           dddmmss.s |
 OC2722| OC2669 OSSIPEE RESET                       APPROX. 7.6 KM 0962139.6 |
 OC2722| OC2720 WATERBORO FAA MAST                  APPROX. 7.7 KM 1253803.1 |
 OC2722| CE7177 ABBOTT RM 1                           8.246 METERS 12543     |
 OC2722| CE7178 ABBOTT RM 2                           5.014 METERS 26219     |
 OC2722|---------------------------------------------------------------------|
 OC2722
 OC2722                          SUPERSEDED SURVEY CONTROL
 OC2722
 OC2722  NAD 83(1992)-  43 35 45.93721(N)    070 50 01.74357(W) AD(       ) 1
 OC2722  NAD 83(1986)-  43 35 45.94439(N)    070 50 01.74973(W) AD(       ) 1
 OC2722  NAD 27      -  43 35 45.65903(N)    070 50 03.53134(W) AD(       ) 1
 OC2722  NGVD 29 (07/19/86)  328.6    (m)         1078.     (f) VERT ANG       
 OC2722
 OC2722.Superseded values are not recommended for survey control.
 OC2722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2722.See file dsdata.txt to determine how the superseded data were derived.
 OC2722
 OC2722_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ5198028647(NAD 83)
 OC2722_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OC2722_SETTING: 66 = SET IN ROCK OUTCROP
 OC2722
 OC2722  HISTORY     - Date     Condition        Report By
 OC2722  HISTORY     - 1976     MONUMENTED       NGS
 OC2722
 OC2722                          STATION DESCRIPTION
 OC2722
 OC2722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2722'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF SHAPLEIGH, 3.7
 OC2722'MILES SOUTH OF NEWFIELD, 2.5 MILES EAST OF NORTH SHAPLEIGH,
 OC2722'1.5 MILES WEST-NORTHWEST OF ROSS CORNER AND IS ON PROPERTY
 OC2722'OWNED BY NORMAN ABBOTT, SHAPLEIGH, MAINE. TELEPHONE NUMBER
 OC2722'247-5224.
 OC2722'
 OC2722'TO REACH THE STATION FROM THE NEWFIELD ELEMENTARY SCHOOL IN
 OC2722'NEWFIELD, GO EASTERLY ON STATE HIGHWAY 11 FOR 0.15 MILE TO A
 OC2722'SIDE ROAD RIGHT. TURN RIGHT AND GO SOUTHEASTERLY ON PAVED
 OC2722'ROAD FOR 1.4 MILES TO A SIDE ROAD RIGHT, CONTINUE AHEAD,
 OC2722'SOUTHEASTERLY ON THE PAVED ROAD FOR 2.2 MILES TO A TRACK
 OC2722'ROAD RIGHT, TURN RIGHT AND GO WESTERLY ON A TRACK ROAD
 OC2722'FOR 1.2 MILES TO A POLE GATE ON THE RIGHT AND END OF TRUCK
 OC2722'TRAVEL. FROM HERE PACK UPHILL ON A TRACK ROAD FOR 15 MINUTES
 OC2722'TO THE TOP OF THE MOUNTAIN AND THE STATION TO THE EAST OF A
 OC2722'KNOLL.
 OC2722'
 OC2722'STATION MARK IS A STANDARD DISK STAMPED---ABBOTT 1975---,
 OC2722'CEMENTED IN A DRILL HOLE IN AN EXPOSED LEDGE OF BEDROCK. IT
 OC2722'IS 6.3 FEET WEST-SOUTHWEST OF A METAL WITNESS POST.
 OC2722'
 OC2722'REFERENCE MARK 1, STAMPED---ABBOTT NO 1 1975---, IS A STANDARD
 OC2722'DISK CEMENTED IN BEDROCK THAT IS FLUSH WITH THE GROUND.
 OC2722'IT IS 23.8 FEET SOUTHEAST OF THE METAL WITNESS POST.
 OC2722'
 OC2722'REFERENCE MARK 2, STAMPED---ABBOTT NO 2 1975---, IS A STANDARD
 OC2722'DISK CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH THE
 OC2722'GROUND. IT IS 1.0 FEET NORTH OF A 1 INCH DRILL HOLE IN THE
 OC2722'PORTION OF THE EXPOSED BEDROCK.
 OC2722'
 OC2722'THERE WAS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 OC2722'
 OC2722'THE HEIGHT OF THE LIGHT ABOVE THE STATION WAS 1.5 METERS.
 OC2722'
 OC2722'DESCRIBED BY G.E. NELSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1112 ***********************************************************************
 PF1112  DESIGNATION -  ABRAM
 PF1112  PID         -  PF1112
 PF1112  STATE/COUNTY-  ME/OXFORD
 PF1112  USGS QUAD   -  GREENWOOD (1967)
 PF1112
 PF1112                         *CURRENT SURVEY CONTROL
 PF1112  ___________________________________________________________________
 PF1112* NAD 83(1996)-  44 22 09.69503(N)    070 42 46.91038(W)     ADJUSTED  
 PF1112* NAVD 88     -       601.     (meters)    1972.     (feet)  SCALED    
 PF1112  ___________________________________________________________________
 PF1112  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 PF1112  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 PF1112
 PF1112  HORZ ORDER  -  THIRD
 PF1112
 PF1112.The horizontal coordinates were established by classical geodetic methods
 PF1112.and adjusted by the National Geodetic Survey in March 1998..
 PF1112
 PF1112.The orthometric height was scaled from a topographic map.
 PF1112
 PF1112.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1112
 PF1112.The geoid height was determined by GEOID03.
 PF1112
 PF1112;                    North         East     Units Scale Factor Converg.
 PF1112;SPC ME W     -   170,798.897   856,452.432   MT  0.99998998   -0 22 55.4
 PF1112;UTM  19      - 4,914,325.128   363,513.699   MT  0.99982910   -1 11 53.1
 PF1112
 PF1112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1112!SPC ME W     -   0.99990997  x   0.99998998  =   0.99989996
 PF1112!UTM  19      -   0.99990997  x   0.99982910  =   0.99973909
 PF1112
 PF1112:                Primary Azimuth Mark                     Grid Az
 PF1112:SPC ME W     -  CARIBOU                                  259 55 23.6
 PF1112:UTM  19      -  CARIBOU                                  260 44 21.3
 PF1112
 PF1112|---------------------------------------------------------------------|
 PF1112| PID    Reference Object                     Distance      Geod. Az  |
 PF1112|                                                           dddmmss.s |
 PF1112| PF1173 CARIBOU                             APPROX.17.6 KM 2593228.2 |
 PF1112|---------------------------------------------------------------------|
 PF1112
 PF1112                          SUPERSEDED SURVEY CONTROL
 PF1112
 PF1112  NAD 83(1992)-  44 22 09.69485(N)    070 42 46.91533(W) AD(       ) 3
 PF1112  NAD 83(1992)-  44 22 09.69505(N)    070 42 46.91091(W) AD(       ) 3
 PF1112  NAD 83(1986)-  44 22 09.70223(N)    070 42 46.91272(W) AD(       ) 3
 PF1112  NAD 27      -  44 22 09.45517(N)    070 42 48.69683(W) AD(       ) 3
 PF1112
 PF1112.Superseded values are not recommended for survey control.
 PF1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1112.See file dsdata.txt to determine how the superseded data were derived.
 PF1112
 PF1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK6351414325(NAD 83)
 PF1112_MARKER: DD = SURVEY DISK
 PF1112_SETTING: 66 = SET IN ROCK OUTCROP
 PF1112_SP_SET: SET IN ROCK OUTCROP
 PF1112_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PF1112+STABILITY: POSITION/ELEVATION WELL
 PF1112
 PF1112  HISTORY     - Date     Condition        Report By
 PF1112  HISTORY     - 1910     MONUMENTED       USGS
 PF1112
 PF1112                          STATION DESCRIPTION
 PF1112
 PF1112'DESCRIBED BY US GEOLOGICAL SURVEY 1910
 PF1112'STATION IS ON PROMINENT, PARTLY TIMBERED KNOB IN TOWN OF GREENWOOD,
 PF1112'ABOUT 4.0 MI SE. OF BETHEL.  LINES OF SIGHT WERE CUT TO CURTIS,
 PF1112'STREAKED, AND CARIBOU.  THE LAND IS OWNED BY JOE HARRINGTON, WHO LIVES
 PF1112'ON W. SIDE OF HILL AND FROM WHOSE HOME THE ASCENT MAY BE MADE MOSTLY
 PF1112'THROUGH OPEN PASTURE.
 PF1112'
 PF1112'STATION MARK, STANDARD DISK SET IN SOLID ROCK ON HIGHEST POINT OF
 PF1112'SUMMIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0040 ***********************************************************************
 QF0040  DESIGNATION -  ABUTMENT
 QF0040  PID         -  QF0040
 QF0040  STATE/COUNTY-  ME/WASHINGTON
 QF0040  USGS QUAD   -  WOODLAND (1987)
 QF0040
 QF0040                         *CURRENT SURVEY CONTROL
 QF0040  ___________________________________________________________________
 QF0040* NAD 83(1996)-  45 10 01.92983(N)    067 24 16.71405(W)     ADJUSTED  
 QF0040* NAVD 88     -        46.936  (meters)     153.99   (feet)  ADJUSTED  
 QF0040  ___________________________________________________________________
 QF0040  LAPLACE CORR-           3.37  (seconds)                    DEFLEC99
 QF0040  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 QF0040  DYNAMIC HT  -          46.935 (meters)     153.99  (feet)  COMP
 QF0040  MODELED GRAV-     980,596.1   (mgal)                       NAVD 88
 QF0040
 QF0040  HORZ ORDER  -  THIRD
 QF0040  VERT ORDER  -  SECOND    CLASS 0
 QF0040
 QF0040.The horizontal coordinates were established by classical geodetic methods
 QF0040.and adjusted by the National Geodetic Survey in March 1998..
 QF0040
 QF0040.The orthometric height was determined by differential leveling
 QF0040.and adjusted by the National Geodetic Survey in June 1991..
 QF0040
 QF0040.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0040
 QF0040.The geoid height was determined by GEOID03.
 QF0040
 QF0040.The dynamic height is computed by dividing the NAVD 88
 QF0040.geopotential number by the normal gravity value computed on the
 QF0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0040.degrees latitude (g = 980.6199 gals.).
 QF0040
 QF0040.The modeled gravity was interpolated from observed gravity values.
 QF0040
 QF0040;                    North         East     Units Scale Factor Converg.
 QF0040;SPC ME E     -   167,307.198   386,105.257   MT  0.99999113   +0 46 36.6
 QF0040;UTM  19      - 5,002,762.752   625,372.241   MT  0.99979327   +1 07 53.5
 QF0040
 QF0040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0040!SPC ME E     -   0.99999632  x   0.99999113  =   0.99998745
 QF0040!UTM  19      -   0.99999632  x   0.99979327  =   0.99978959
 QF0040
 QF0040|---------------------------------------------------------------------|
 QF0040| PID    Reference Object                     Distance      Geod. Az  |
 QF0040|                                                           dddmmss.s |
 QF0040| QF0955 PIT IBC                             202.082 METERS 08654     |
 QF0040| QF1059 ABUTMENT IBC ECC                      0.700 METERS 12018     |
 QF0040| QF1058 EAST ABUTMENT IBC 1910               78.223 METERS 14155     |
 QF0040| QF0960 WOODLAND PULP MILL NEW CHY IBC      APPROX. 1.0 KM 1753208.4 |
 QF0040| QF0963 WOODLAND WATER TANK FINIAL IBC      APPROX. 1.1 KM 1802622.1 |
 QF0040| QF0969 SUBURB                              APPROX. 0.7 KM 2170049.6 |
 QF0040| QF1060 REFERENCE MON 194                     0.710 METERS 23055     |
 QF0040| QF0968 TELLINE                             452.456 METERS 2354400.7 |
 QF0040| QF0965 POLE IBC 1918                       361.401 METERS 33229     |
 QF0040|---------------------------------------------------------------------|
 QF0040
 QF0040                          SUPERSEDED SURVEY CONTROL
 QF0040
 QF0040  NAD 83(1992)-  45 10 01.92532(N)    067 24 16.71212(W) AD(       ) 3
 QF0040  NAD 83(1986)-  45 10 01.92771(N)    067 24 16.71774(W) AD(       ) 3
 QF0040  NAD 27      -  45 10 01.67800(N)    067 24 18.73400(W) AD(       ) 3
 QF0040  NGVD 29 (??/??/92)   47.136  (m)          154.65   (f) ADJ UNCH    2 0
 QF0040
 QF0040.Superseded values are not recommended for survey control.
 QF0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0040.See file dsdata.txt to determine how the superseded data were derived.
 QF0040
 QF0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2537202763(NAD 83)
 QF0040_MARKER: DS = TRIANGULATION STATION DISK
 QF0040_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QF0040_SP_SET: ABUTMENT
 QF0040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QF0040
 QF0040  HISTORY     - Date     Condition        Report By
 QF0040  HISTORY     - 1909     MONUMENTED       IBC
 QF0040  HISTORY     - 1933     GOOD             NGS
 QF0040  HISTORY     - 1934     GOOD             NGS
 QF0040
 QF0040                          STATION DESCRIPTION
 QF0040
 QF0040'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JEM)
 QF0040'ON THE NW ABUTMENT OF THE RAILROAD BRIDGE AT WOODLAND JUNCTION, ME,
 QF0040'N 50 DEGREES 55 MINUTES E, 0.71 METER DISTANT FROM REFERENCE MONUMENT
 QF0040'194.
 QF0040'
 QF0040'STATION MARK IS A BRONZE DISK SET IN THE CONCRETE OF THE ABUTMENT.
 QF0040
 QF0040                          STATION RECOVERY (1933)
 QF0040
 QF0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1933
 QF0040'AT WOODLAND JUNCTION.
 QF0040'AT WOODLAND JUNCTION, WASHINGTON COUNTY, ABOUT 1/2 MILE UPSTREAM
 QF0040'FROM THE ST. CROIX PAPER MILL, AT THE MAINE CENTRAL RAILROAD
 QF0040'BRIDGE OVER ST. CROIX RIVER, IN THE TOP OF THE WEST END OF THE
 QF0040'NORTH ABUTMENT, 5.5 FEET WEST OF THE CENTER LINE OF THE OLD
 QF0040'ROADBED, AND LEVEL WITH THE ROADBED.  A STANDARD
 QF0040'TRIANGULATION-STATION DISK.
 QF0040
 QF0040                          STATION RECOVERY (1934)
 QF0040
 QF0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QF0040'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2167 ***********************************************************************
 PE2167  DESIGNATION -  ACADEMY 1864
 PE2167  PID         -  PE2167
 PE2167  STATE/COUNTY-  ME/PENOBSCOT
 PE2167  USGS QUAD   -  HAMPDEN (1982)
 PE2167
 PE2167                         *CURRENT SURVEY CONTROL
 PE2167  ___________________________________________________________________
 PE2167* NAD 83(1996)-  44 44 23.67164(N)    068 50 10.62611(W)     ADJUSTED  
 PE2167* NAVD 88     -        46.     (meters)     151.     (feet)  SCALED    
 PE2167  ___________________________________________________________________
 PE2167  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 PE2167  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 PE2167
 PE2167  HORZ ORDER  -  THIRD
 PE2167
 PE2167.The horizontal coordinates were established by classical geodetic methods
 PE2167.and adjusted by the National Geodetic Survey in March 1998..
 PE2167
 PE2167.The orthometric height was scaled from a topographic map.
 PE2167
 PE2167.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2167
 PE2167.The geoid height was determined by GEOID03.
 PE2167
 PE2167;                    North         East     Units Scale Factor Converg.
 PE2167;SPC ME E     -   119,297.688   273,367.968   MT  0.99990872   -0 14 12.2
 PE2167;UTM  19      - 4,954,071.259   512,961.487   MT  0.99960207   +0 06 54.9
 PE2167
 PE2167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2167!SPC ME E     -   0.99999673  x   0.99990872  =   0.99990545
 PE2167!UTM  19      -   0.99999673  x   0.99960207  =   0.99959880
 PE2167
 PE2167:                Primary Azimuth Mark                     Grid Az
 PE2167:SPC ME E     -  STEWART 1864                             036 45 23.5
 PE2167:UTM  19      -  STEWART 1864                             036 24 16.4
 PE2167
 PE2167|---------------------------------------------------------------------|
 PE2167| PID    Reference Object                     Distance      Geod. Az  |
 PE2167|                                                           dddmmss.s |
 PE2167| PE2228 STEWART 1864                        APPROX. 3.5 KM 0363111.3 |
 PE2167|---------------------------------------------------------------------|
 PE2167
 PE2167                          SUPERSEDED SURVEY CONTROL
 PE2167
 PE2167  NAD 83(1992)-  44 44 23.66767(N)    068 50 10.62024(W) AD(       ) 3
 PE2167  NAD 83(1986)-  44 44 23.66626(N)    068 50 10.62153(W) AD(       ) 3
 PE2167  NAD 27      -  44 44 23.41000(N)    068 50 12.50000(W) AD(       ) 3
 PE2167
 PE2167.Superseded values are not recommended for survey control.
 PE2167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2167.See file dsdata.txt to determine how the superseded data were derived.
 PE2167
 PE2167_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1296154071(NAD 83)
 PE2167
 PE2167  HISTORY     - Date     Condition        Report By
 PE2167  HISTORY     - 1864     MONUMENTED       CGS
 PE2167  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2167  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE2167
 PE2167                          STATION DESCRIPTION
 PE2167
 PE2167'DESCRIBED BY COAST AND GEODETIC SURVEY 1864 (SCM)
 PE2167'STATION IS ON A HILL ON THE W BANK OF PENOBSCOT RIVER IN REAR
 PE2167'OF HAMPDEN ACADEMY AND QUITE CLOSE TO THE OLD BATTLE GROUND.  THE
 PE2167'CENTER IS MAKRED WITH AN IRON CONE 1-1/2 FEET BELOW THE
 PE2167'SURFACE, IN WHICH END OF POLE IS INSERTED.  THREE INSTRUMENT
 PE2167'PEGS ALSO INDICATE CENTER.  THE REFERENCES ARE AS FOLLOWS--TO
 PE2167'FENCE W (THREE COPPER TACKS), 11.5 FEET.  TO CORNER FENCE NE,
 PE2167'89.6 FEET.  TO HOLE DRILLED IN ROCK 15.11 FEET.
 PE2167
 PE2167                          STATION RECOVERY (1934)
 PE2167
 PE2167'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2167'STATION IS LOST.  THE ONLY REFERENCE MARK FOR THIS STATION
 PE2167'WHICH COULD BE FOUND WAS THE DRILL HOLE AND SINCE THERE WAS NO
 PE2167'DIRECTION GIVEN FROM IT TO THE STATION IT WOULD BE NECESSARY
 PE2167'TO DIG A TRENCH AROUND THE HOLE WITH A RADIUS OF 15 FEET.  THE
 PE2167'SURROUNDING GROUND HAS BEEN CULTIVATED AND IT IS POSSIBLE THAT
 PE2167'THE IRON CONE HAS BEEN PLOUGHED UP.
 PE2167
 PE2167                          STATION RECOVERY (1944)
 PE2167
 PE2167'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE2167'STATION COULD NOT BE FOUND, NEITHER COULD THE DRILL HOLE
 PE2167'MENTIONED BY K.G.C. IN 1934.  STATION SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1806 ***********************************************************************
 QF1806  DESIGNATION -  ACHERON TABLET IBC
 QF1806  PID         -  QF1806
 QF1806  STATE/COUNTY-  ME/AROOSTOOK
 QF1806  USGS QUAD   -  NORTH AMITY (1989)
 QF1806
 QF1806                         *CURRENT SURVEY CONTROL
 QF1806  ___________________________________________________________________
 QF1806* NAD 83(1996)-  45 53 44.07648(N)    067 47 04.95170(W)     ADJUSTED  
 QF1806* NAVD 88     -       137.     (meters)     449.     (feet)  SCALED    
 QF1806  ___________________________________________________________________
 QF1806  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 QF1806  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 QF1806
 QF1806  HORZ ORDER  -  THIRD
 QF1806
 QF1806.The horizontal coordinates were established by classical geodetic methods
 QF1806.and adjusted by the National Geodetic Survey in March 1998..
 QF1806
 QF1806.The orthometric height was scaled from a topographic map.
 QF1806
 QF1806.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1806
 QF1806.The geoid height was determined by GEOID03.
 QF1806
 QF1806;                    North         East     Units Scale Factor Converg.
 QF1806;SPC ME E     -   247,917.253   355,507.362   MT  0.99993787   +0 30 49.1
 QF1806;UTM  19      - 5,083,163.499   594,279.464   MT  0.99970927   +0 52 21.8
 QF1806
 QF1806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1806!SPC ME E     -   0.99998225  x   0.99993787  =   0.99992012
 QF1806!UTM  19      -   0.99998225  x   0.99970927  =   0.99969153
 QF1806
 QF1806                          SUPERSEDED SURVEY CONTROL
 QF1806
 QF1806  NAD 83(1992)-  45 53 44.07415(N)    067 47 04.95204(W) AD(       ) 4
 QF1806  NAD 83(1986)-  45 53 43.67526(N)    067 47 03.91087(W) AD(       ) 4
 QF1806  NAD 27      -  45 53 43.95800(N)    067 47 07.06400(W) AD(       ) 3
 QF1806
 QF1806.Superseded values are not recommended for survey control.
 QF1806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1806.See file dsdata.txt to determine how the superseded data were derived.
 QF1806
 QF1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9427983163(NAD 83)
 QF1806_MARKER: DD = SURVEY DISK
 QF1806_SETTING: 80 = SET IN A BOULDER
 QF1806_SP_SET: SET IN A DRILL HOLE IN A BOULDER
 QF1806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1806+STABILITY: SURFACE MOTION
 QF1806
 QF1806  HISTORY     - Date     Condition        Report By
 QF1806  HISTORY     - 1912     MONUMENTED       IBC
 QF1806  HISTORY     - 1955     GOOD             IBC
 QF1806  HISTORY     - 1972     GOOD             IBC
 QF1806
 QF1806                          STATION DESCRIPTION
 QF1806
 QF1806'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (JEM)
 QF1806'AT THE HEAD OF 100 FEET OF ROCKY RIPS, AT THE HEAD OF A SMALL ISLAND
 QF1806'AT LOWER END OF THE LONG POOL OF DEAD WATER BELOW POPLAR MOUNTAIN.
 QF1806'THE STATION IS ON A BLACK ROCK 4 FEET BY 2.5 FEET, RISING 1 FOOT
 QF1806'ABOVE THE WATER.  BUSHES ARE NOW GROWING ON THE S SIDE OF THE ROCK.
 QF1806'
 QF1806'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE IN THE ROCK AND
 QF1806'SURROUNDED BY A TRIANGLE CUT IN THE ROCK.
 QF1806
 QF1806                          STATION RECOVERY (1955)
 QF1806
 QF1806'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1806'STATION RECOVERED IN GOOD CONDITION.
 QF1806
 QF1806                          STATION RECOVERY (1972)
 QF1806
 QF1806'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1806'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0987 ***********************************************************************
 PD0987  DESIGNATION -  ACKLEY RESET
 PD0987  PID         -  PD0987
 PD0987  STATE/COUNTY-  ME/WASHINGTON
 PD0987  USGS QUAD   -  MACHIAS BAY (1993)
 PD0987
 PD0987                         *CURRENT SURVEY CONTROL
 PD0987  ___________________________________________________________________
 PD0987* NAD 83(1996)-  44 41 22.95700(N)    067 18 31.60205(W)     ADJUSTED  
 PD0987* NAVD 88     -        14.1    (meters)      46.     (feet)  VERTCON   
 PD0987  ___________________________________________________________________
 PD0987  LAPLACE CORR-           6.07  (seconds)                    DEFLEC99
 PD0987  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 PD0987
 PD0987  HORZ ORDER  -  SECOND
 PD0987
 PD0987.The horizontal coordinates were established by classical geodetic methods
 PD0987.and adjusted by the National Geodetic Survey in March 1998..
 PD0987
 PD0987.The NAVD 88 height was computed by applying the VERTCON shift value to
 PD0987.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PD0987
 PD0987.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0987
 PD0987.The geoid height was determined by GEOID03.
 PD0987
 PD0987;                    North         East     Units Scale Factor Converg.
 PD0987;SPC ME E     -   114,355.193   394,420.255   MT  1.00000960   +0 50 16.1
 PD0987;UTM  19      - 4,949,873.239   634,011.847   MT  0.99982085   +1 11 22.4
 PD0987
 PD0987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0987!SPC ME E     -   1.00000133  x   1.00000960  =   1.00001093
 PD0987!UTM  19      -   1.00000133  x   0.99982085  =   0.99982218
 PD0987
 PD0987|---------------------------------------------------------------------|
 PD0987| PID    Reference Object                     Distance      Geod. Az  |
 PD0987|                                                           dddmmss.s |
 PD0987| CE7729 ACKLEY RM 1                           6.828 METERS 13504     |
 PD0987| PD0997 CUTLER USN RAD STA TOWER N 11       APPROX. 3.6 KM 1580607.9 |
 PD0987| PD0988 HOYTS RIDGE                         APPROX. 1.8 KM 1732226.7 |
 PD0987| CE7730 ACKLEY RM 2                          12.025 METERS 20230     |
 PD0987| PD0981 AVERY ROCK LIGHT                    APPROX. 4.8 KM 2152201.0 |
 PD0987| PD1012 MACHIASPORT HIGH SCHOOL             APPROX. 7.1 KM 2750036.3 |
 PD0987| PD0976 HARMON SPRUCE                       APPROX. 5.1 KM 2992135.1 |
 PD0987| PD0982 LOWELL RESET                        APPROX. 3.1 KM 3095201.1 |
 PD0987|---------------------------------------------------------------------|
 PD0987
 PD0987                          SUPERSEDED SURVEY CONTROL
 PD0987
 PD0987  NAD 83(1992)-  44 41 22.95314(N)    067 18 31.59936(W) AD(       ) 2
 PD0987  NAD 83(1986)-  44 41 22.94917(N)    067 18 31.60167(W) AD(       ) 2
 PD0987  NAD 27      -  44 41 22.67300(N)    067 18 33.64700(W) AD(       ) 2
 PD0987  NGVD 29 (07/19/86)   14.3    (m)           47.     (f) VERT ANG       
 PD0987
 PD0987.Superseded values are not recommended for survey control.
 PD0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0987.See file dsdata.txt to determine how the superseded data were derived.
 PD0987
 PD0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK3401249873(NAD 83)
 PD0987_MARKER: H = DRILL HOLE
 PD0987_SETTING: 0 = UNSPECIFIED SETTING
 PD0987
 PD0987  HISTORY     - Date     Condition        Report By
 PD0987  HISTORY     - 1882     MONUMENTED       CGS
 PD0987  HISTORY     - 1946     GOOD             CGS
 PD0987  HISTORY     - 1959     GOOD             CGS
 PD0987  HISTORY     - 1960     SEE DESCRIPTION  CGS
 PD0987
 PD0987                          STATION DESCRIPTION
 PD0987
 PD0987'DESCRIBED BY COAST AND GEODETIC SURVEY 1882 (CHB)
 PD0987'STATION IS ON THE HARDWOOD RIDGE ON THE E SIDE OF HOLMES BAY,
 PD0987'WHICH IS THE EASTERN HEAD OF THE MACHIAS BAY.  THE STATION IS ON
 PD0987'THE MOST PROMINENT POINT OF HOLMES BAY, ON THE FARM OF RALPH
 PD0987'ACKLEY AND ABOUT 290 METERS W OF HIS HOUSE.  IT IS MARKED BY A
 PD0987'DRILL HOLE IN THE ROCK.
 PD0987
 PD0987                          STATION RECOVERY (1946)
 PD0987
 PD0987'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0987'STATION RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE EXCEPT
 PD0987'FOR THE FOLLOWING--
 PD0987'
 PD0987'FARM NOW BELONGS TO CHARLES ACKLEY, INSTEAD OF RALPH ACKLEY.
 PD0987'
 PD0987'DISTANCE FROM STATION TO HOUSE IS ABOUT 273 METERS, INSTEAD OF
 PD0987'290 METERS.
 PD0987
 PD0987                          STATION RECOVERY (1959)
 PD0987
 PD0987'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (HSC)
 PD0987'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 PD0987'DESCRIPTION IS INADEQUATE FOR FUTURE RECOVERY.  A COMPLETE NEW
 PD0987'DESCRIPTION FOLLOWS--THE STATION IS LOCATED ON THE EAST SIDE OF
 PD0987'MACHIAS BAY, APPROXIMATE. Y 350 YDS N OF SPRAGUE NECK ON THE
 PD0987'PROPERTY OF MR. CHARLES ACKLEY.  TO REACH STATION FROM JUNCTION
 PD0987'OF U.S. 1 AND ST. 191 IN EAST MACHIAS CROSS BRIDGE AND TURN RIGHT
 PD0987'AND GO .15 MILES TO T INTERSECTION TURN RIGHT AND GO 7.3
 PD0987'MILES TO Y INTERSECTION TURN RIGHT AND GO .9 MI TO HOME OF
 PD0987'CHARLES ACKLEY ON RIGHT.
 PD0987'
 PD0987'PARK TRUCK IN DRIVE AND CONTINUE ON FOOT IN A WESTERLY DIRECTION
 PD0987'273 METERS ACROSS BLUEBERRY FIELD TO STATION.
 PD0987'
 PD0987'STATION IS MARKED BY A 1/2 INCH DRILL HOLE IN A ROCK.  TWO
 PD0987'NEW REFERENCE MARKS WERE SET.  TWO NEW STANDARD REFERENCE MARKS
 PD0987'WERE ESTABLISHED.
 PD0987'
 PD0987'RM 1, IS A STANDARD DISK STAMPED ACKLEY NO. 1, 1882 SET IN A
 PD0987'DRILL HOLE IN ROCK.
 PD0987'
 PD0987'RM, IS A STANDARD DISK STAMPED ACKLEY NO. 2, 1882 SET IN A DRILL
 PD0987'HOLE IN ROCK.
 PD0987
 PD0987                          STATION RECOVERY (1960)
 PD0987
 PD0987'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HRL)
 PD0987'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WHERE RECOVERED AND
 PD0987'FOUND TO BE IN GOOD CONDITION.  A STANDARD TRIANGULATION DISK
 PD0987'WAS CEMENTED IN THE DRILLHOLE THAT MARKED THE STATION.
 PD0987'
 PD0987'A COMPLETE NEW DESCRIPTION FOLLOWS--STATION IS LOCATED ON THE EAST
 PD0987'SIDE OF MACHIAS BAY, ABOUT 350 YARDS NORTH OF SPRAGUE NECK AND ON
 PD0987'THE PROPERTY OF MR. CHARLES ACKLEY.  IT IS ABOUT 5-1/2 MILES
 PD0987'NORTHWEST OF CUTLER AND ABOUT 4-1/2 MILES EAST OF
 PD0987'MACHIASPORT.  STATION IS 10 FEET SOUTH OF STEEP BANK.  STATION
 PD0987'IS MARKED BY A STANDARD TRIANGULATION DISK CEMENTED FLUSH IN
 PD0987'DRILLHOLE IN ROCK AND THE DISK IS STAMPED ACKLEY 1882 1960.
 PD0987'
 PD0987'TO REACH FROM THE POST OFFICE IN EAST MACHIAS, (AT JUNCTION OF
 PD0987'U.S. HIGHWAY NO. 1 AND STATE HIGHWAY NO. 191) GO SOUTHEASTERLY
 PD0987'ON STATE HIGHWAY NO. 191 FOR 7.25 MILES TO A SIDE ROAD
 PD0987'RIGHT.  (CUTLER, U.S. NAVY WATER TANK ON THE RIGHT.) TURN RIGHT
 PD0987'ON THE MOST LEFT OF TWO ROADS AND GO SOUTHEASTERLY FOR 1.25 MILE
 PD0987'TO GRAVEL PIT AND END OF TRUCK TRAVEL.  FROM END OF TRUCK TRAVEL
 PD0987'PACK NORTHWESTERLY THRU BLUE BERRY PATCH FOR ABOUT 0.15 MILE TO
 PD0987'STATION AS DESCRIBED.
 PD0987'
 PD0987'REFERENCE MARK NO. 1 IS 33.5 FEET SOUTH OF A STEEP BANK.  IT IS
 PD0987'MARKED BY A STANDARD DISK CEMENTED FLUSH IN DRILLHOLE IN ROCK
 PD0987'AND THE DISK IS STAMPED ACKLEY NO 1 1882.
 PD0987'
 PD0987'REFERENCE MARK NO. 2 IS 20 FEET SOUTH OF STEEP BANK AND ON DOWN
 PD0987'SLOPE FROM THE STATION.  IT IS MARKED BY A STANDARD DISK CEMENTED
 PD0987'FLUSH IN DRILLHOLE IN ROCK AND THE DISK IS STAMPED ACKLEY NO 2
 PD0987'1882.
 PD0987'
 PD0987'1960 OBSERVATIONS TAKEN FROM A 4 FOOT WOODEN STAND.
 PD0987'
 PD0987'DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 PD0987'IS 37.15 FEET OR 11.322 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0962 ***********************************************************************
 PD0962  DESIGNATION -  ACKLEYS HOUSE CHIMNEY
 PD0962  PID         -  PD0962
 PD0962  STATE/COUNTY-  ME/WASHINGTON
 PD0962  USGS QUAD   -  CUTLER (1993)
 PD0962
 PD0962                         *CURRENT SURVEY CONTROL
 PD0962  ___________________________________________________________________
 PD0962* NAD 83(1996)-  44 39 16.03852(N)    067 13 11.80130(W)     ADJUSTED  
 PD0962* NAVD 88     -                                                        
 PD0962  ___________________________________________________________________
 PD0962  LAPLACE CORR-           4.20  (seconds)                    DEFLEC99
 PD0962  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 PD0962
 PD0962  HORZ ORDER  -  THIRD
 PD0962
 PD0962.The horizontal coordinates were established by classical geodetic methods
 PD0962.and adjusted by the National Geodetic Survey in March 1998..
 PD0962
 PD0962
 PD0962.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0962
 PD0962.The geoid height was determined by GEOID03.
 PD0962
 PD0962;                    North         East     Units Scale Factor Converg.
 PD0962;SPC ME E     -   110,544.641   401,523.056   MT  1.00002671   +0 53 59.1
 PD0962;UTM  19      - 4,946,107.049   641,136.580   MT  0.99984496   +1 15 04.6
 PD0962
 PD0962                          SUPERSEDED SURVEY CONTROL
 PD0962
 PD0962  NAD 83(1992)-  44 39 16.03550(N)    067 13 11.79874(W) AD(       ) 4
 PD0962  NAD 83(1986)-  44 39 16.03170(N)    067 13 11.80129(W) AD(       ) 4
 PD0962  NAD 27      -  44 39 15.74200(N)    067 13 13.84900(W) AD(       ) 3
 PD0962
 PD0962.Superseded values are not recommended for survey control.
 PD0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0962.See file dsdata.txt to determine how the superseded data were derived.
 PD0962
 PD0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK4113746107(NAD 83)
 PD0962
 PD0962  HISTORY     - Date     Condition        Report By
 PD0962  HISTORY     - UNK      MONUMENTED
 PD0962  HISTORY     - 1913     SEE DESCRIPTION  CGS
 PD0962  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0962
 PD0962                          STATION DESCRIPTION
 PD0962
 PD0962'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 PD0962'THE CHIMNEY OF THE ONLY HOUSE WHICH IS IN A SMALL CLEARING NEAR
 PD0962'THE TOP OF THE HILL ON THE S SIDE OF LITTLE RIVER AND ABOUT 1 MILE
 PD0962'W OF THE VILLAGE OF CUTLER.  THE ROAD TO THE WHARVES OF CUTLER
 PD0962'ON THE S SIDE OF THE RIVER PASSES ABOUT 50 METERS N OF THE HOUSE,
 PD0962'THE HIGHEST POINT OF THE ROAD BEING ABOUT 100 METERS W OF THE
 PD0962'HOUSE.  DAVIS TRIANGULATION STATION IS ALMOST DUE S OF THE HOUSE
 PD0962'AND ABOUT 400 METERS DISTANT.
 PD0962
 PD0962                          STATION RECOVERY (1946)
 PD0962
 PD0962'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0962'RECOVERED.  THE PREVIOUS DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2731 ***********************************************************************
 OC2731  DESIGNATION -  ACTON
 OC2731  PID         -  OC2731
 OC2731  STATE/COUNTY-  ME/YORK
 OC2731  USGS QUAD   -  GREAT EAST LAKE (1995)
 OC2731
 OC2731                         *CURRENT SURVEY CONTROL
 OC2731  ___________________________________________________________________
 OC2731* NAD 83(1996)-  43 35 55.52638(N)    070 57 47.54521(W)     ADJUSTED  
 OC2731* NAVD 88     -       263.5    (meters)     864.     (feet)  VERTCON   
 OC2731  ___________________________________________________________________
 OC2731  LAPLACE CORR-           3.05  (seconds)                    DEFLEC99
 OC2731  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 OC2731
 OC2731  HORZ ORDER  -  FIRST
 OC2731
 OC2731.The horizontal coordinates were established by classical geodetic methods
 OC2731.and adjusted by the National Geodetic Survey in March 1998..
 OC2731
 OC2731.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2731.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2731
 OC2731.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2731
 OC2731.The geoid height was determined by GEOID03.
 OC2731
 OC2731;                    North         East     Units Scale Factor Converg.
 OC2731;SPC ME W     -    85,341.738   835,685.599   MT  1.00001753   -0 32 57.5
 OC2731;UTM  19      - 4,829,181.728   341,543.206   MT  0.99990885   -1 21 14.8
 OC2731
 OC2731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2731!SPC ME W     -   0.99996291  x   1.00001753  =   0.99998044
 OC2731!UTM  19      -   0.99996291  x   0.99990885  =   0.99987176
 OC2731
 OC2731:                Primary Azimuth Mark                     Grid Az
 OC2731:SPC ME W     -  WIGGIN                                   008 48 56.2
 OC2731:UTM  19      -  WIGGIN                                   009 37 13.5
 OC2731
 OC2731|---------------------------------------------------------------------|
 OC2731| PID    Reference Object                     Distance      Geod. Az  |
 OC2731|                                                           dddmmss.s |
 OC2731| OC2742 WIGGIN                              APPROX.10.6 KM 0081558.7 |
 OC2731| CE7179 ACTON RM 1                           15.141 METERS 13811     |
 OC2731| CE7180 ACTON RM 2                           17.169 METERS 25316     |
 OC2731|---------------------------------------------------------------------|
 OC2731
 OC2731                          SUPERSEDED SURVEY CONTROL
 OC2731
 OC2731  NAD 83(1992)-  43 35 55.52474(N)    070 57 47.54727(W) AD(       ) 1
 OC2731  NAD 83(1986)-  43 35 55.53224(N)    070 57 47.55351(W) AD(       ) 1
 OC2731  NAD 27      -  43 35 55.24848(N)    070 57 49.32054(W) AD(       ) 1
 OC2731  NGVD 29 (07/19/86)  263.7    (m)          865.     (f) VERT ANG       
 OC2731
 OC2731.Superseded values are not recommended for survey control.
 OC2731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2731.See file dsdata.txt to determine how the superseded data were derived.
 OC2731
 OC2731_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ4154329182(NAD 83)
 OC2731_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OC2731_SETTING: 66 = SET IN ROCK OUTCROP
 OC2731
 OC2731  HISTORY     - Date     Condition        Report By
 OC2731  HISTORY     - 1976     MONUMENTED       NGS
 OC2731
 OC2731                          STATION DESCRIPTION
 OC2731
 OC2731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2731'THE STATION IS LOCATED ABOUT 4 MILES WEST OF NORTH SHAPLEIGH,
 OC2731'5 MILES NORTH-NORTHWEST OF ACTON AND 7 MILES NORTHWEST OF
 OC2731'SHAPLEIGH ON PROPERTY OWNED BY MRS. RUTH BROWN, 13 DAVIS
 OC2731'STREET, SOMERSWORTH, NEW HAMPSHIRE. TELEPHONE NUMBER
 OC2731'603-692-2041.
 OC2731'
 OC2731'TO REACH THE STATION FROM THE POST OFFICE IN ACTON, GO
 OC2731'NORTHWESTERLY ON A PAVED ROAD FOR 5.5 MILES TO THE END OF THE
 OC2731'ROAD AT A CROSSROAD. TURN LEFT AND GO SOUTHWEST FOR 0.3 MILE
 OC2731'TO A FORK. BEAR RIGHT AND GO WEST FOR 0.5 MILE TO A GATE
 OC2731'ON THE LEFT, JUST BEFORE REACHING A LARGE BARN. TURN LEFT
 OC2731'THROUGH THE GATE, GO WESTERLY FOR 0.1 MILE ON A TRACK ROAD TO
 OC2731'THE STATION.
 OC2731'
 OC2731'STATION MARK IS A STANDARD DISK STAMPED---ACTON 1975---,
 OC2731'CEMENTED IN A DRILL HOLE IN AN EXPOSED LEDGE OF BEDROCK. IT
 OC2731'IS 16.8 FEET NORTHEAST OF A 6 INCH TRIANGLE BLAZED 8-INCH PINE
 OC2731'TREE AND 31.5 FEET NORTHWEST OF THE SOUTHWEST END
 OC2731'OF A GATE IN A STONE FENCE.
 OC2731'
 OC2731'REFERENCE MARK 1, STAMPED---ACTON NO 1 1975---, IS A STANDARD
 OC2731'DISK CEMENTED IN A DRILL HOLE IN BEDROCK. IT IS 3.5 FEET
 OC2731'NORTHWEST OF A METAL WITNESS POST, 13.0 FEET WEST OF THE
 OC2731'CORNER OF A STONE FENCE AND 15.0 FEET SOUTHWEST OF A
 OC2731'STONE FENCE.
 OC2731'
 OC2731'REFERENCE MARK 2, STAMPED---ACTON NO 2 1975---, IS A STANDARD
 OC2731'DISK CEMENTED IN A DRILL HOLE IN BEDROCK. IT IS 5.8 FEET NORTH
 OC2731'OF A METAL WITNESS POST AND 28.2 FEET NORTHEAST OF A JOG IN A
 OC2731'3 FOOT HIGH STONE FENCE.
 OC2731'
 OC2731'THE DISTANCE BETWEEN REFERENCE MARKS WAS NOT MEASURED DUE TO
 OC2731'TREES ON LINE BETWEEN THEM.
 OC2731'
 OC2731'THERE WAS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 OC2731'
 OC2731'THE HEIGHT OF LIGHT ABOVE THE STATION WAS 23 METERS.
 OC2731'
 OC2731'DESCRIBED BY G,E. NELSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1123 ***********************************************************************
 PD1123  DESIGNATION -  ADD
 PD1123  PID         -  PD1123
 PD1123  STATE/COUNTY-  ME/WASHINGTON
 PD1123  USGS QUAD   -  ADDISON (1975)
 PD1123
 PD1123                         *CURRENT SURVEY CONTROL
 PD1123  ___________________________________________________________________
 PD1123* NAD 83(1996)-  44 36 00.27192(N)    067 42 44.69100(W)     ADJUSTED  
 PD1123* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 PD1123  ___________________________________________________________________
 PD1123  LAPLACE CORR-           4.35  (seconds)                    DEFLEC99
 PD1123  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 PD1123
 PD1123  HORZ ORDER  -  SECOND
 PD1123
 PD1123.The horizontal coordinates were established by classical geodetic methods
 PD1123.and adjusted by the National Geodetic Survey in March 1998..
 PD1123
 PD1123.The orthometric height was scaled from a topographic map.
 PD1123
 PD1123.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1123
 PD1123.The geoid height was determined by GEOID03.
 PD1123
 PD1123;                    North         East     Units Scale Factor Converg.
 PD1123;SPC ME E     -   104,006.950   362,522.895   MT  0.99994806   +0 33 10.9
 PD1123;UTM  19      - 4,939,331.693   602,185.061   MT  0.99972841   +0 54 15.0
 PD1123
 PD1123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD1123!SPC ME E     -   0.99999177  x   0.99994806  =   0.99993983
 PD1123!UTM  19      -   0.99999177  x   0.99972841  =   0.99972018
 PD1123
 PD1123|---------------------------------------------------------------------|
 PD1123| PID    Reference Object                     Distance      Geod. Az  |
 PD1123|                                                           dddmmss.s |
 PD1123| CE7731 ADD RM 1                              3.753 METERS 01553     |
 PD1123| CE7732 ADD RM 2                              3.835 METERS 29800     |
 PD1123| PD1144 EPPING WHITE CHURCH BELFRY          APPROX.10.6 KM 3295937.6 |
 PD1123|---------------------------------------------------------------------|
 PD1123
 PD1123                          SUPERSEDED SURVEY CONTROL
 PD1123
 PD1123  NAD 83(1992)-  44 36 00.26848(N)    067 42 44.68996(W) AD(       ) 2
 PD1123  NAD 83(1986)-  44 36 00.26473(N)    067 42 44.69291(W) AD(       ) 2
 PD1123  NAD 27      -  44 35 59.98400(N)    067 42 46.70600(W) AD(       ) 2
 PD1123
 PD1123.Superseded values are not recommended for survey control.
 PD1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1123.See file dsdata.txt to determine how the superseded data were derived.
 PD1123
 PD1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK0218539332(NAD 83)
 PD1123
 PD1123  HISTORY     - Date     Condition        Report By
 PD1123  HISTORY     - 1934     MONUMENTED       CGS
 PD1123  HISTORY     - 1959     SEE DESCRIPTION  CGS
 PD1123
 PD1123                          STATION DESCRIPTION
 PD1123
 PD1123'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PD1123'THE STATION IS ON THE PROMINENT LONG RIDGED PORCUPINE HILL WHICH IS
 PD1123'2 MILES SE OF THE VILLAGE OF ADDISON, AND 1-1/2 MILES E OF PLEASANT
 PD1123'RIVER.  MR. ISAAC REDIMARKER IS OWNER OF THE LAND.  STATION MARK IS
 PD1123'IN SUMMIT LEDGE OF MIDDLE OF RIDGE.  IT IS 1.8 FEET E OF A W EDGE
 PD1123'AND 6 FEET N OF S EDGE OF LEDGE.
 PD1123'
 PD1123'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN
 PD1123'DRILL HOLES IN OUTCROPPING BEDROCK.
 PD1123'
 PD1123'REFERENCE MARK NO. 1 IS 12.31 FEET NNE OF STATION AND 5.2 FEET SSE
 PD1123'OF A SHEER 6-INCH FACE IN LEDGE.
 PD1123'
 PD1123'REFERENCE MARK NO. 2 IS 12.58 FEET WNW OF STATION AND 4 FEET ESE OF
 PD1123'EXTREME WEDGE OF LEDGE, WHICH HAS A 1-1/2 FEET DROP.
 PD1123'
 PD1123'TO REACH FROM THE WESTERN JUNCTION OF HIGHWAYS 187 AND 1, FOLLOW
 PD1123'HIGHWAY 187 S 1.8 MILES TO A ROAD RIGHT OF TRACEY CORNERS, CONTINUE
 PD1123'ON ROAD RIGHT 1.3 MILES AND TAKE SHORE ROAD LEFT 1 MILE TO A SIDE
 PD1123'ROAD LEFT 50 YARDS BEYOND BRIDGE.  WITH SPEEDOMETER SET 0 ON
 PD1123'LEAVING MAIN ROAD PROCEED AS FOLLOWS--AT 0.5 KEEP MAIN LEFT FORK,
 PD1123'WHERE RIGHT GOES INTO GRAVEL PIT.  AT 0.6 TAKE RIGHT FORK.  AT
 PD1123'0.9 TAKE LEFT FORK.  AT 1.2 TAKE RIGHT FORK.  AT 1.4 STOP AT
 PD1123'BOTTOM OF CLIFF LIKE LEDGE.  STATION IS DIRECTLY ABOVE ON SUMMIT.
 PD1123'
 PD1123'AN 8-FOOT TRIPOD WAS USED WITH PLATFORM.
 PD1123
 PD1123                          STATION RECOVERY (1959)
 PD1123
 PD1123'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GFW)
 PD1123'STATION MARK AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 PD1123'DISTANCES TO THE REFERENCE MARKS WERE VERIFIED.  THE PUBLISHED
 PD1123'DESCRIPTION IS ADEQUATE AND CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1133 ***********************************************************************
 PD1133  DESIGNATION -  ADDISON POINT CHURCH SPIRE
 PD1133  PID         -  PD1133
 PD1133  STATE/COUNTY-  ME/WASHINGTON
 PD1133  USGS QUAD   -  ADDISON (1975)
 PD1133
 PD1133                         *CURRENT SURVEY CONTROL
 PD1133  ___________________________________________________________________
 PD1133* NAD 83(1996)-  44 37 11.83486(N)    067 44 33.94419(W)     ADJUSTED  
 PD1133* NAVD 88     -                                                        
 PD1133  ___________________________________________________________________
 PD1133  LAPLACE CORR-           4.53  (seconds)                    DEFLEC99
 PD1133  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 PD1133
 PD1133  HORZ ORDER  -  THIRD
 PD1133
 PD1133.The horizontal coordinates were established by classical geodetic methods
 PD1133.and adjusted by the National Geodetic Survey in March 1998..
 PD1133
 PD1133
 PD1133.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1133
 PD1133.The geoid height was determined by GEOID03.
 PD1133
 PD1133;                    North         East     Units Scale Factor Converg.
 PD1133;SPC ME E     -   106,192.918   360,093.191   MT  0.99994439   +0 31 54.8
 PD1133;UTM  19      - 4,941,502.247   599,742.543   MT  0.99972234   +0 52 59.4
 PD1133
 PD1133                          SUPERSEDED SURVEY CONTROL
 PD1133
 PD1133  NAD 83(1992)-  44 37 11.83165(N)    067 44 33.94303(W) AD(       ) 4
 PD1133  NAD 83(1986)-  44 37 11.82797(N)    067 44 33.94593(W) AD(       ) 4
 PD1133  NAD 27      -  44 37 11.54000(N)    067 44 35.96000(W) AD(       ) 3
 PD1133
 PD1133.Superseded values are not recommended for survey control.
 PD1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1133.See file dsdata.txt to determine how the superseded data were derived.
 PD1133
 PD1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK9974341502(NAD 83)
 PD1133
 PD1133  HISTORY     - Date     Condition        Report By
 PD1133  HISTORY     - UNK      MONUMENTED
 PD1133  HISTORY     - 1913     SEE DESCRIPTION  CGS
 PD1133  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PD1133
 PD1133                          STATION DESCRIPTION
 PD1133
 PD1133'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 PD1133'THE SPIRE ON THE W END OF THE LARGE WHITE CHURCH IN THE TOWN OF
 PD1133'ADDISON POINT, ABOUT 100 METERS E OF THE MAIN ROAD TO COLUMBIA
 PD1133'FALLS AND ABOUT 200 METERS N OF THE ROAD WHICH FOLLOWS DOWN THE E
 PD1133'SHORE OF PLEASANT RIVER.
 PD1133
 PD1133                          STATION RECOVERY (1934)
 PD1133
 PD1133'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PD1133'STATION LOST.  THERE IS NOW NO SPIRE IN THE TOWN.  THIS IS AN
 PD1133'INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1156 ***********************************************************************
 PD1156  DESIGNATION -  ADDISON WHITE CHURCH BELFRY
 PD1156  PID         -  PD1156
 PD1156  STATE/COUNTY-  ME/WASHINGTON
 PD1156  USGS QUAD   -  HARRINGTON (1975)
 PD1156
 PD1156                         *CURRENT SURVEY CONTROL
 PD1156  ___________________________________________________________________
 PD1156* NAD 83(1996)-  44 36 59.17091(N)    067 45 17.30600(W)     ADJUSTED  
 PD1156* NAVD 88     -                                                        
 PD1156  ___________________________________________________________________
 PD1156  LAPLACE CORR-           4.59  (seconds)                    DEFLEC99
 PD1156  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 PD1156
 PD1156  HORZ ORDER  -  THIRD
 PD1156
 PD1156.The horizontal coordinates were established by classical geodetic methods
 PD1156.and adjusted by the National Geodetic Survey in March 1998..
 PD1156
 PD1156
 PD1156.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1156
 PD1156.The geoid height was determined by GEOID03.
 PD1156
 PD1156;                    North         East     Units Scale Factor Converg.
 PD1156;SPC ME E     -   105,793.244   359,140.893   MT  0.99994300   +0 31 24.3
 PD1156;UTM  19      - 4,941,096.833   598,792.925   MT  0.99972002   +0 52 28.7
 PD1156
 PD1156                          SUPERSEDED SURVEY CONTROL
 PD1156
 PD1156  NAD 83(1992)-  44 36 59.16774(N)    067 45 17.30492(W) AD(       ) 4
 PD1156  NAD 83(1986)-  44 36 59.16410(N)    067 45 17.30784(W) AD(       ) 4
 PD1156  NAD 27      -  44 36 58.88200(N)    067 45 19.31400(W) AD(       ) 3
 PD1156
 PD1156.Superseded values are not recommended for survey control.
 PD1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1156.See file dsdata.txt to determine how the superseded data were derived.
 PD1156
 PD1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK9879341097(NAD 83)
 PD1156
 PD1156  HISTORY     - Date     Condition        Report By
 PD1156  HISTORY     - 1934     MONUMENTED       CGS
 PD1156  HISTORY     - 1945     SEE DESCRIPTION  CGS
 PD1156
 PD1156                          STATION DESCRIPTION
 PD1156
 PD1156'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PD1156'THE CENTER OF THE BELFRY ON THE BAPTIST CHURCH ON A HIGH HILL
 PD1156'ABOUT 1/4 MILE W OF THE VILLAGE OF ADDISON.
 PD1156'
 PD1156'THIS IS AN INTERSECTION STATION.
 PD1156
 PD1156                          STATION RECOVERY (1945)
 PD1156
 PD1156'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (FLP)
 PD1156'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE WITH
 PD1156'FOLLOWING ADDITIONS--
 PD1156'
 PD1156'CHURCH IS 120 FEET N OF THE INTERSECTION OF GRAVEL ROAD TO
 PD1156'ADDISON AND DIRT GRAVEL ROAD TO REYNOLDS POINT.  THE BELFRY,
 PD1156'WHICH APPEARS TO BE IN GOOD CONDITION, IS SQUARE IN SHAPE AND HAS
 PD1156'BEEN INTACT FOR OVER 20 YEARS ACCORDING TO LOCAL RESIDENTS.  IT
 PD1156'IS LOCATED OVER SW GABLE AND IS PAINTED BRIGHT WHITE.  THE
 PD1156'CHURCH, WHICH IS BAPTIST IS ON HILL 0.4 MILE W OF ADDISON AND IS
 PD1156'VERY CONSPICUOUS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0301 ***********************************************************************
 QG0301  DESIGNATION -  ADLEY
 QG0301  PID         -  QG0301
 QG0301  STATE/COUNTY-  ME/PENOBSCOT
 QG0301  USGS QUAD   -  NINE MEADOW RIDGE (1988)
 QG0301
 QG0301                         *CURRENT SURVEY CONTROL
 QG0301  ___________________________________________________________________
 QG0301* NAD 83(1996)-  45 27 03.72414(N)    068 35 56.26605(W)     ADJUSTED  
 QG0301* NAVD 88     -       115.992  (meters)     380.55   (feet)  ADJUSTED  
 QG0301  ___________________________________________________________________
 QG0301  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 QG0301  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 QG0301  DYNAMIC HT  -         115.992 (meters)     380.55  (feet)  COMP
 QG0301  MODELED GRAV-     980,621.6   (mgal)                       NAVD 88
 QG0301
 QG0301  HORZ ORDER  -  SECOND
 QG0301  VERT ORDER  -  SECOND    CLASS 0
 QG0301
 QG0301.The horizontal coordinates were established by classical geodetic methods
 QG0301.and adjusted by the National Geodetic Survey in March 1998..
 QG0301
 QG0301.The orthometric height was determined by differential leveling
 QG0301.and adjusted by the National Geodetic Survey in June 1991..
 QG0301
 QG0301.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG0301
 QG0301.The geoid height was determined by GEOID03.
 QG0301
 QG0301.The dynamic height is computed by dividing the NAVD 88
 QG0301.geopotential number by the normal gravity value computed on the
 QG0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0301.degrees latitude (g = 980.6199 gals.).
 QG0301
 QG0301.The modeled gravity was interpolated from observed gravity values.
 QG0301
 QG0301;                    North         East     Units Scale Factor Converg.
 QG0301;SPC ME E     -   198,269.525   292,259.332   MT  0.99990074   -0 04 13.9
 QG0301;UTM  19      - 5,033,134.813   531,358.897   MT  0.99961209   +0 17 08.9
 QG0301
 QG0301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG0301!SPC ME E     -   0.99998565  x   0.99990074  =   0.99988639
 QG0301!UTM  19      -   0.99998565  x   0.99961209  =   0.99959774
 QG0301
 QG0301:                Primary Azimuth Mark                     Grid Az
 QG0301:SPC ME E     -  TROUT                                    047 40 56.5
 QG0301:UTM  19      -  TROUT                                    047 19 33.7
 QG0301
 QG0301|---------------------------------------------------------------------|
 QG0301| PID    Reference Object                     Distance      Geod. Az  |
 QG0301|                                                           dddmmss.s |
 QG0301| QG0313 TROUT                               APPROX. 4.6 KM 0473642.6 |
 QG0301| QG1404 ROLLINS MTN LOOKOUT TOWER           APPROX.19.7 KM 1105746.1 |
 QG0301| QG0302 ADLEY RM 1                           31.721 METERS 21144     |
 QG0301| QG0299 ADLEY AZ MK                                        2743701.5 |
 QG0301| QG0300 ADLEY RM 2                           31.875 METERS 28430     |
 QG0301|---------------------------------------------------------------------|
 QG0301
 QG0301                          SUPERSEDED SURVEY CONTROL
 QG0301
 QG0301  NAD 83(1992)-  45 27 03.72336(N)    068 35 56.26412(W) AD(       ) 2
 QG0301  NAD 83(1986)-  45 27 03.72979(N)    068 35 56.27048(W) AD(       ) 2
 QG0301  NAD 27      -  45 27 03.53090(N)    068 35 58.16120(W) AD(       ) 2
 QG0301  NGVD 29 (??/??/92)  116.17   (m)          381.1    (f) COMPUTED    2 0
 QG0301
 QG0301.Superseded values are not recommended for survey control.
 QG0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0301.See file dsdata.txt to determine how the superseded data were derived.
 QG0301
 QG0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL3135933135(NAD 83)
 QG0301_MARKER: DS = TRIANGULATION STATION DISK
 QG0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0301_STAMPING: ADLEY 1958
 QG0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0301+STABILITY: SURFACE MOTION
 QG0301
 QG0301  HISTORY     - Date     Condition        Report By
 QG0301  HISTORY     - 1958     MONUMENTED       CGS
 QG0301  HISTORY     - 1959     GOOD             NGS
 QG0301  HISTORY     - 1981     GOOD             MEDT
 QG0301
 QG0301                          STATION DESCRIPTION
 QG0301
 QG0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 QG0301'STATION IS LOCATED ABOUT 12 MILES SOUTH OF MEDWAY AND ABOUT 7-1/2
 QG0301'MILES NORTH NORTHWEST OF LINCOLN ON PROPERTY OF THE I.M. PIERCE
 QG0301'LAND COMPANY.  STATION IS AT THE EAST END OF A WOODS ROAD, 27
 QG0301'FEET WEST OF A 30 INCH PINE TREE WITH TRIANGLE BLAZE AND 5 FEET
 QG0301'WEST NORTHWEST OF WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES
 QG0301'AND THE DISK IS STAMPED ADLEY 1958.
 QG0301'
 QG0301'REFERENCE MARK NO. 1 IS 9 FEET NORTHEAST OF A BIRCH TREE
 QG0301'CONSISTING OF FOUR TRUNKS.  THE DISK IS CEMENTED FLUSH IN THE TOP
 QG0301'OF A TILE WHICH PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 QG0301'ADLEY NO. 1 1958.
 QG0301'
 QG0301'REFERENCE MARK NO. 2 IS 14 FEET NORTH OF THE APPROXIMATE CENTER
 QG0301'OF WOODS ROAD.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 QG0301'STAMPED ADLEY NO. 2 1958.
 QG0301'
 QG0301'AZIMUTH MARK IS 78 FEET EAST OF THE APPROXIMATE CENTER OF WOODS
 QG0301'ROAD, 10 FEET NORTH OF THE APPROXIMATE CENTER OF WOODS ROAD AND
 QG0301'3 FEET EAST SOUTHEAST OF WITNESS POST.  THE MARK PROJECTS ABOUT
 QG0301'4 INCHES AND THE DISK IS STAMPED ADLEY 1958.
 QG0301'
 QG0301'TO REACH STATION FROM THE INTERSECTION JUST NORTH OF THE
 QG0301'PISCATAQUIS RIVER BRIDGE IN HOWLAND GO NORTHWEST ON STATE HIGHWAY
 QG0301'116 FOR 2.3 MILES TO FORKS.  TAKE RIGHT FORK AND CONTINUE ON
 QG0301'STATE HIGHWAY 116 FOR 3.9 MILES TO THE MATTAMISCONTIS-HOWLAND TOWN
 QG0301'LINE.  CONTINUE FOR 5.7 MILES TO A SIDE ROAD LEFT.  TURN LEFT
 QG0301'AND GO WESTERLY FOR 2.0 MILES TO A BRIDGE AND LOCKED GATE.  PASS
 QG0301'THROUGH GATE AND CONTINUE ON MAIN ROAD FOR 2.0 MILES TO A
 QG0301'RAILROAD CROSSING.  CONTINUE NORTHERLY ON MAIN ROAD FOR 1.75
 QG0301'MILES TO A WOODS CAMP.  CONTINUE ON THROUGH CAMP FOR 0.1 MILE
 QG0301'TO FORK.  KEEP LEFT FORK FOR 2.45 MILES TO FORK.  KEEP RIGHT
 QG0301'FORK FOR 0.05 MILE TO FORK AND WOODS CAMP ON LEFT.  CONTINUE
 QG0301'STRAIGHT AHEAD FOR 0.05 MILE TO FORK.  TAKE RIGHT FORK FOR
 QG0301'25 YARDS TO AZIMUTH MARK ON LEFT.  CONTINUE EAST FOR 0.15
 QG0301'MILE TO END OF ROAD AND STATION AS DESCRIBED.
 QG0301'
 QG0301'A FOUR WHEEL DRIVE VEHICLE IS NECESSARY TO REACH STATION IN WET
 QG0301'WEATHER.
 QG0301'
 QG0301'FOR KEY TO LOCKED GATE SEE I.M. PIERCE LAND CO., ROOM 204,
 QG0301'9 CENTRAL STREET, BANGOR AND ASK FOR KEY TO RANGE 8.
 QG0301'
 QG0301'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 QG0301
 QG0301                          STATION RECOVERY (1959)
 QG0301
 QG0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 QG0301'19.2 MI N FROM HOWLAND.
 QG0301'11.1 MILES NORTHEAST ALONG STATE HIGHWAY 116 FROM THE NORTH END
 QG0301'OF THE STATE HIGHWAY 116 BRIDGE OVER THE PISCATAQUIS RIVER AT
 QG0301'HOWLAND, THENCE 7.3 MILES NORTHWEST ALONG A GRAVELED ROAD, THENCE
 QG0301'0.7 MILE NORTHEAST ALONG A LOGGING ROAD, THENCE 0.1 MILE EAST
 QG0301'ALONG A WOODS ROAD, ON THE TOP OF ADLEY RIDGE, AT THE EXTREME EAST
 QG0301'END OF THE WOODS ROAD, 27 FEET WEST OF A 30-INCH PINE TREE WITH
 QG0301'A TRIANGLE BLAZE, 5 FEET NORTHWEST OF A METAL WITNESS POST, SET
 QG0301'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE
 QG0301'GROUND.
 QG0301
 QG0301                          STATION RECOVERY (1981)
 QG0301
 QG0301'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1981 (BJR)
 QG0301'ADLEY - 1958 RECOVERED GOOD.
 QG0301'
 QG0301'ADLEY NO. 1 - 1958 RECOVERED GOOD.
 QG0301'
 QG0301'ADLEY NO. 2 - 1958 RECOVERED GOOD.
 QG0301'
 QG0301'AZ-ADLEY - 1958 RECOVERED GOOD.
 QG0301'
 QG0301'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 12 MI. SOUTH OF
 QG0301'MEDWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0299 ***********************************************************************
 QG0299  DESIGNATION -  ADLEY AZ MK
 QG0299  PID         -  QG0299
 QG0299  STATE/COUNTY-  ME/PENOBSCOT
 QG0299  USGS QUAD   -  NINE MEADOW RIDGE (1988)
 QG0299
 QG0299                         *CURRENT SURVEY CONTROL
 QG0299  ___________________________________________________________________
 QG0299* NAD 83(1986)-  45 27 11.     (N)    068 35 58.     (W)     SCALED    
 QG0299* NAVD 88     -       101.768  (meters)     333.88   (feet)  ADJUSTED  
 QG0299  ___________________________________________________________________
 QG0299  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 QG0299  DYNAMIC HT  -         101.768 (meters)     333.88  (feet)  COMP
 QG0299  MODELED GRAV-     980,621.6   (mgal)                       NAVD 88
 QG0299
 QG0299  VERT ORDER  -  SECOND    CLASS 0
 QG0299
 QG0299.The horizontal coordinates were scaled from a topographic map and have
 QG0299.an estimated accuracy of +/- 6 seconds.
 QG0299
 QG0299.The orthometric height was determined by differential leveling
 QG0299.and adjusted by the National Geodetic Survey in June 1991..
 QG0299
 QG0299.The geoid height was determined by GEOID03.
 QG0299
 QG0299.The dynamic height is computed by dividing the NAVD 88
 QG0299.geopotential number by the normal gravity value computed on the
 QG0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0299.degrees latitude (g = 980.6199 gals.).
 QG0299
 QG0299.The modeled gravity was interpolated from observed gravity values.
 QG0299
 QG0299;                    North         East    Units  Estimated Accuracy
 QG0299;SPC ME E     -   198,490.      292,220.      MT  (+/- 180 meters Scaled)
 QG0299
 QG0299                          SUPERSEDED SURVEY CONTROL
 QG0299
 QG0299  NGVD 29 (??/??/92)  101.95   (m)          334.5    (f) COMPUTED    2 0
 QG0299
 QG0299.Superseded values are not recommended for survey control.
 QG0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0299.See file dsdata.txt to determine how the superseded data were derived.
 QG0299
 QG0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL313333(NAD 83)
 QG0299_MARKER: DZ = AZIMUTH MARK DISK
 QG0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0299_STAMPING: ADLEY 1958
 QG0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0299+STABILITY: SURFACE MOTION
 QG0299
 QG0299  HISTORY     - Date     Condition        Report By
 QG0299  HISTORY     - 1958     MONUMENTED       CGS
 QG0299  HISTORY     - 1959     GOOD             NGS
 QG0299
 QG0299                          STATION DESCRIPTION
 QG0299
 QG0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QG0299'19.1 MI N FROM HOWLAND.
 QG0299'11.1 MILES NORTHEAST ALONG STATE HIGHWAY 116 FROM THE NORTH END
 QG0299'OF THE LARGE STATE HIGHWAY 116 BRIDGE OVER THE PISCATAQUIS RIVER
 QG0299'AT HOWLAND, THENCE 7.3 MILES NORTHWEST ALONG A GRAVELED ROAD,
 QG0299'THENCE 0.7 MILE NORTHEAST ALONG A LOGGING ROAD, AT THE T JUNCTION
 QG0299'OF A WOODS ROAD LEADING EAST, 80 FEET EAST OF THE CENTER LINE
 QG0299'OF THE LOGGING ROAD, 12 FEET NORTH OF THE CENTER LINE OF THE
 QG0299'WOODS ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 QG0299'ABOVE THE GROUND, 3 FEET SOUTHEAST OF A METAL WITNESS POST AND
 QG0299'ABOUT 2 FEET ABOVE THE LEVEL OF THE WOODS ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0302 ***********************************************************************
 QG0302  DESIGNATION -  ADLEY RM 1
 QG0302  PID         -  QG0302
 QG0302  STATE/COUNTY-  ME/PENOBSCOT
 QG0302  USGS QUAD   -  NINE MEADOW RIDGE (1988)
 QG0302
 QG0302                         *CURRENT SURVEY CONTROL
 QG0302  ___________________________________________________________________
 QG0302* NAD 83(1986)-  45 27 11.     (N)    068 35 54.     (W)     SCALED    
 QG0302* NAVD 88     -       115.495  (meters)     378.92   (feet)  ADJUSTED  
 QG0302  ___________________________________________________________________
 QG0302  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 QG0302  DYNAMIC HT  -         115.496 (meters)     378.92  (feet)  COMP
 QG0302  MODELED GRAV-     980,621.6   (mgal)                       NAVD 88
 QG0302
 QG0302  VERT ORDER  -  SECOND    CLASS 0
 QG0302
 QG0302.The horizontal coordinates were scaled from a topographic map and have
 QG0302.an estimated accuracy of +/- 6 seconds.
 QG0302
 QG0302.The orthometric height was determined by differential leveling
 QG0302.and adjusted by the National Geodetic Survey in June 1991..
 QG0302
 QG0302.The geoid height was determined by GEOID03.
 QG0302
 QG0302.The dynamic height is computed by dividing the NAVD 88
 QG0302.geopotential number by the normal gravity value computed on the
 QG0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0302.degrees latitude (g = 980.6199 gals.).
 QG0302
 QG0302.The modeled gravity was interpolated from observed gravity values.
 QG0302
 QG0302;                    North         East    Units  Estimated Accuracy
 QG0302;SPC ME E     -   198,490.      292,310.      MT  (+/- 180 meters Scaled)
 QG0302
 QG0302                          SUPERSEDED SURVEY CONTROL
 QG0302
 QG0302  NGVD 29 (??/??/92)  115.677  (m)          379.52   (f) ADJ UNCH    2 0
 QG0302
 QG0302.Superseded values are not recommended for survey control.
 QG0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0302.See file dsdata.txt to determine how the superseded data were derived.
 QG0302
 QG0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL314333(NAD 83)
 QG0302_MARKER: DR = REFERENCE MARK DISK
 QG0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0302_STAMPING: ADLEY NO 1 1958
 QG0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0302+STABILITY: SURFACE MOTION
 QG0302
 QG0302  HISTORY     - Date     Condition        Report By
 QG0302  HISTORY     - 1958     MONUMENTED       CGS
 QG0302  HISTORY     - 1959     GOOD             NGS
 QG0302
 QG0302                          STATION DESCRIPTION
 QG0302
 QG0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QG0302'19.2 MI N FROM HOWLAND.
 QG0302'11.1 MILES NORTHEAST ALONG STATE HIGHWAY 116 FROM THE NORTH
 QG0302'END OF THE LARGE STATE HIGHWAY 116 BRIDGE OVER THE PISCATAQUIS
 QG0302'RIVER AT HOWLAND, THENCE 7.3 MILES NORTHWEST ALONG A GRAVELED
 QG0302'ROAD, THENCE 0.7 MILE NORTHEAST ALONG A LOGGING ROAD, THENCE 0.1
 QG0302'MILE UPHILL ALONG A WOODS ROAD TO TOP OF RIDGE, 104.0
 QG0302'SOUTHWEST OF THE STATION, 9 FEET NORTHEAST OF A BIRCH TREE, SET
 QG0302'IN THE TOP OF A CONCRETE FILLED 3 INCH TILE PIPE PROJECTING
 QG0302'6 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0300 ***********************************************************************
 QG0300  DESIGNATION -  ADLEY RM 2
 QG0300  PID         -  QG0300
 QG0300  STATE/COUNTY-  ME/PENOBSCOT
 QG0300  USGS QUAD   -  NINE MEADOW RIDGE (1988)
 QG0300
 QG0300                         *CURRENT SURVEY CONTROL
 QG0300  ___________________________________________________________________
 QG0300* NAD 83(1986)-  45 27 11.     (N)    068 35 54.     (W)     SCALED    
 QG0300* NAVD 88     -       113.791  (meters)     373.33   (feet)  ADJUSTED  
 QG0300  ___________________________________________________________________
 QG0300  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 QG0300  DYNAMIC HT  -         113.791 (meters)     373.33  (feet)  COMP
 QG0300  MODELED GRAV-     980,621.6   (mgal)                       NAVD 88
 QG0300
 QG0300  VERT ORDER  -  SECOND    CLASS 0
 QG0300
 QG0300.The horizontal coordinates were scaled from a topographic map and have
 QG0300.an estimated accuracy of +/- 6 seconds.
 QG0300
 QG0300.The orthometric height was determined by differential leveling
 QG0300.and adjusted by the National Geodetic Survey in June 1991..
 QG0300
 QG0300.The geoid height was determined by GEOID03.
 QG0300
 QG0300.The dynamic height is computed by dividing the NAVD 88
 QG0300.geopotential number by the normal gravity value computed on the
 QG0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0300.degrees latitude (g = 980.6199 gals.).
 QG0300
 QG0300.The modeled gravity was interpolated from observed gravity values.
 QG0300
 QG0300;                    North         East    Units  Estimated Accuracy
 QG0300;SPC ME E     -   198,490.      292,310.      MT  (+/- 180 meters Scaled)
 QG0300
 QG0300                          SUPERSEDED SURVEY CONTROL
 QG0300
 QG0300  NGVD 29 (??/??/92)  113.973  (m)          373.93   (f) ADJ UNCH    2 0
 QG0300
 QG0300.Superseded values are not recommended for survey control.
 QG0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0300.See file dsdata.txt to determine how the superseded data were derived.
 QG0300
 QG0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL314333(NAD 83)
 QG0300_MARKER: DR = REFERENCE MARK DISK
 QG0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0300_STAMPING: ADLEY NO 2 1958
 QG0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0300+STABILITY: SURFACE MOTION
 QG0300
 QG0300  HISTORY     - Date     Condition        Report By
 QG0300  HISTORY     - 1958     MONUMENTED       CGS
 QG0300  HISTORY     - 1959     GOOD             NGS
 QG0300
 QG0300                          STATION DESCRIPTION
 QG0300
 QG0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QG0300'19.2 MI N FROM HOWLAND.
 QG0300'11.1 MILES NORTHEAST ALONG STATE HIGHWAY 116 FROM THE NORTH END
 QG0300'OF THE LARGE STATE HIGHWAY 116 BRIDGE OVER THE PISCATAQUIS
 QG0300'RIVER AT HOWLAND, THENCE 7.3 MILES NORTHWEST ALONG A GRAVELED
 QG0300'ROAD, THENCE 0.7 MILE NORTHEAST ALONG A LOGGING ROAD, THENCE 0.1
 QG0300'MILE EAST ALONG A WOODS ROAD TO TOP OF A RIDGE, 104.6 FEET
 QG0300'WEST OF THE STATION, 13 FEET NORTH OF THE CENTER OF THE WOODS
 QG0300'ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES
 QG0300'ABOVE THE LEVEL OF THE GROUND AND ABOUT 2 FEET ABOVE THE LEVEL OF
 QG0300'THE WOODS ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2152 ***********************************************************************
 OC2152  DESIGNATION -  AERO BEACON
 OC2152  PID         -  OC2152
 OC2152  STATE/COUNTY-  ME/YORK
 OC2152  USGS QUAD   -  YORK BEACH (1998)
 OC2152
 OC2152                         *CURRENT SURVEY CONTROL
 OC2152  ___________________________________________________________________
 OC2152* NAD 83(1996)-  43 13 19.23189(N)    070 36 38.27015(W)     ADJUSTED  
 OC2152* NAVD 88     -                                                        
 OC2152  ___________________________________________________________________
 OC2152  LAPLACE CORR-           2.18  (seconds)                    DEFLEC99
 OC2152  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 OC2152
 OC2152  HORZ ORDER  -  THIRD
 OC2152
 OC2152.The horizontal coordinates were established by classical geodetic methods
 OC2152.and adjusted by the National Geodetic Survey in March 1998..
 OC2152
 OC2152
 OC2152.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2152
 OC2152.The geoid height was determined by GEOID03.
 OC2152
 OC2152;                    North         East     Units Scale Factor Converg.
 OC2152;SPC ME W     -    43,273.500   863,930.540   MT  0.99998266   -0 18 14.6
 OC2152;SPC NH       -    80,746.820   385,796.980   MT  1.00005718   +0 43 23.7
 OC2152;SPC NH       -   264,916.86  1,265,735.59   sFT  1.00005718   +0 43 23.7
 OC2152;UTM  19      - 4,786,728.243   369,192.695   MT  0.99981048   -1 06 11.4
 OC2152
 OC2152                          SUPERSEDED SURVEY CONTROL
 OC2152
 OC2152  NAD 83(1992)-  43 13 19.23098(N)    070 36 38.27084(W) AD(       ) 4
 OC2152  NAD 83(1986)-  43 13 19.23576(N)    070 36 38.27619(W) AD(       ) 4
 OC2152  NAD 27      -  43 13 18.91600(N)    070 36 40.08800(W) AD(       ) 3
 OC2152
 OC2152.Superseded values are not recommended for survey control.
 OC2152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2152.See file dsdata.txt to determine how the superseded data were derived.
 OC2152
 OC2152_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH6919386728(NAD 83)
 OC2152
 OC2152  HISTORY     - Date     Condition        Report By
 OC2152  HISTORY     - 1941     MONUMENTED       CGS
 OC2152  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OC2152
 OC2152                          STATION DESCRIPTION
 OC2152
 OC2152'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC2152'THIS INTERSECTION STATION IS A REVOLVING AERO BEACON, FLASHING
 OC2152'TWO RED AND ONE WHITE, ABOUT 500 FEET W OF U.S. HIGHWAY 1, ON
 OC2152'A HIGH TIMBERED RIDGE ABOUT 2 MILES SW OF OGUNQUIT, MAINE.  THE
 OC2152'BEACON IS MOUNTED ON A STEEL STRUCTURE.  NO NUMBER COULD BE FOUND
 OC2152'ON THE STRUCTURE OR LIGHT.
 OC2152
 OC2152                          STATION RECOVERY (1953)
 OC2152
 OC2152'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EHK)
 OC2152'THE STATION WAS RECOVERED AS DESCRIBED.  THE DESCRIPTION IS
 OC2152'ADEQUATE WITH THE FOLLOWING ADDITIONS--
 OC2152'
 OC2152'THE STATION IS JUST W OF A PICNIC AREA ON THE W SIDE OF ROUTE
 OC2152'1.  THE BEACON IS NO LONGER IN USE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2306 ***********************************************************************
 OC2306  DESIGNATION -  AGAMENTICUS 2 RESET
 OC2306  PID         -  OC2306
 OC2306  STATE/COUNTY-  ME/YORK
 OC2306  USGS QUAD   -  YORK HARBOR (1993)
 OC2306
 OC2306                         *CURRENT SURVEY CONTROL
 OC2306  ___________________________________________________________________
 OC2306* NAD 83(1996)-  43 13 19.52948(N)    070 41 36.76774(W)     ADJUSTED  
 OC2306* NAVD 88     -       198.     (meters)     650.     (feet)  SCALED    
 OC2306  ___________________________________________________________________
 OC2306  LAPLACE CORR-           3.46  (seconds)                    DEFLEC99
 OC2306  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 OC2306
 OC2306  HORZ ORDER  -  THIRD
 OC2306
 OC2306.The horizontal coordinates were established by classical geodetic methods
 OC2306.and adjusted by the National Geodetic Survey in March 1998..
 OC2306
 OC2306.The orthometric height was scaled from a topographic map.
 OC2306
 OC2306.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2306
 OC2306.The geoid height was determined by GEOID03.
 OC2306
 OC2306;                    North         East     Units Scale Factor Converg.
 OC2306;SPC ME W     -    43,321.769   857,194.149   MT  0.99998920   -0 21 39.0
 OC2306;SPC NH       -    80,674.303   379,060.372   MT  1.00004353   +0 39 59.2
 OC2306;SPC NH       -   264,678.94  1,243,633.90   sFT  1.00004353   +0 39 59.2
 OC2306;UTM  19      - 4,786,870.436   362,458.740   MT  0.99983271   -1 09 35.9
 OC2306
 OC2306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2306!SPC ME W     -   0.99997315  x   0.99998920  =   0.99996235
 OC2306!SPC NH       -   0.99997315  x   1.00004353  =   1.00001668
 OC2306!UTM  19      -   0.99997315  x   0.99983271  =   0.99980586
 OC2306
 OC2306|---------------------------------------------------------------------|
 OC2306| PID    Reference Object                     Distance      Geod. Az  |
 OC2306|                                                           dddmmss.s |
 OC2306| OC2305 AGAMENTICUS RESET                   197.271 METERS 04058     |
 OC2306| OC2312 YORK VILLAGE WHITE CH SPIRE         APPROX. 9.2 KM 1583739.4 |
 OC2306| MY4801 ISLES OF SHOALS LH 1903             APPROX.28.9 KM 1683303.8 |
 OC2306| OC2213 WHITE POINT TOWER                   APPROX.17.3 KM 1781928.2 |
 OC2306| OC2277 PORTSMOUTH NAVY YD PRISON CHIM      APPROX.16.5 KM 1904055.9 |
 OC2306| OC2484 PORTSMOUTH N CHURCH SPIRE           APPROX.17.0 KM 1975733.8 |
 OC2306| OC2457 PORTSMOUTH CATHOLIC CH SPIRE        APPROX.17.5 KM 1985856.2 |
 OC2306|---------------------------------------------------------------------|
 OC2306
 OC2306                          SUPERSEDED SURVEY CONTROL
 OC2306
 OC2306  NAD 83(1992)-  43 13 19.52884(N)    070 41 36.76795(W) AD(       ) 3
 OC2306  NAD 83(1986)-  43 13 19.53351(N)    070 41 36.77408(W) AD(       ) 3
 OC2306  NAD 27      -  43 13 19.23000(N)    070 41 38.57300(W) AD(       ) 3
 OC2306
 OC2306.Superseded values are not recommended for survey control.
 OC2306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2306.See file dsdata.txt to determine how the superseded data were derived.
 OC2306
 OC2306_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH6245986870(NAD 83)
 OC2306_MARKER: DS = TRIANGULATION STATION DISK
 OC2306_SETTING: 80 = SET IN A BOULDER
 OC2306_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 OC2306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC2306
 OC2306  HISTORY     - Date     Condition        Report By
 OC2306  HISTORY     - 1933     MONUMENTED       CGS
 OC2306  HISTORY     - 1974     GOOD             NGS
 OC2306
 OC2306                          STATION DESCRIPTION
 OC2306
 OC2306'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC2306'IT IS ON THE SW SIDE OF MOUNT AGAMENTICUS AND 196.9 METERS
 OC2306'SW OF AGAMENTICUS AND ABOUT 25 OR 30 FEET LOWER IN ELEVATION,
 OC2306'BUT IS IN A CLEAR PLACE FROM WHICH A CLEAR VIEW FROM THE SW TO
 OC2306'THE SE IS OBTAINED.  IT IS IN THE SW END OF THE NW HALF OF
 OC2306'A SPLIT ROCK AND WAS RE-MARKED BY A STANDARD BRONZE DISK
 OC2306'WEDGED IN A DRILL HOLE IN A BOULDER, AS DESCRIBED IN NOTE 12C,
 OC2306'AND STAMPED AGAMENTICUS 2, 1908-1933.  DISCREPANCIES IN THE
 OC2306'ORIGINAL DESCRIPTIONS WERE FOUND WHICH AGREE WITH THOSE FOUND
 OC2306'IN THE 1930 RECOVERY OF THIS STATION.
 OC2306'
 OC2306'THE ARROW 8 INCHES LONG WAS FOUND CUT IN THE ROCK BUT THE
 OC2306'POINT OF THE ARROW IS ONLY 4-1/2 INCHES FROM THE STATION AND
 OC2306'THE TAIL OF THE ARROW IS 12 INCHES FROM THE STATION.  A DRILL
 OC2306'HOLE IN A BOULDER ABOUT 50 FEET N 03 DEG 03 MIN E WAS
 OC2306'FOUND.  THE REFERENCE MARK WAS NOT RE-MARKED.  MEASUREMENTS TO
 OC2306'THE REFERENCE MARK (DRILL HOLE) ARE AS FOLLOWS--ISLES OF SHOALS
 OC2306'LIGHTHOUSE, 0 DEG 00 MIN.  DRILL HOLE (53.96 FEET) 16.45
 OC2306'METERS, 194 DEG 34 MIN, MAKING THE AZIMUTH 183 DEG 07 MIN.
 OC2306
 OC2306                          STATION RECOVERY (1974)
 OC2306
 OC2306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (REW)
 OC2306'THE STATION IS LOCATED ON THE SOUTH-WEST SIDE OF MOUNT AGAMENTICUS
 OC2306'AND 196.9 METERS SOUTH-WEST OF AGAMENTICUS 1847.
 OC2306'
 OC2306'THE STATION IS REACHED FROM SOUTH BERWICK.  FROM THE POST
 OC2306'OFFICE, GO SOUTH ON STATE HIGHWAY 236 FOR 0.05 MILE TO THE
 OC2306'JUNCTION WITH STATE HIGHWAY 4.  TURN LEFT AND FOLLOW HIGHWAY 4
 OC2306'NORTH FOR 0.3 MILE TO THE JUNCTION WITH AGAMENTICUS ROAD ON
 OC2306'THE RIGHT.  TURN RIGHT AND FOLLOW THIS ROAD NORTH-EASTERLY FOR
 OC2306'5.6 MILES (FOLLOWING THE MAIN ROAD AS INDICATED BY THE ROAD
 OC2306'SIGNS) TO A GRAVELLED SIDE ROAD ON THE RIGHT.  FOLLOW THIS
 OC2306'ALTERNATELY GRAVELLED AND MACADAMED ROAD EASTERLY FOR 3.0
 OC2306'MILES TO THE JUNCTION WITH A MACADAMED ROAD ON THE LEFT, SIGN
 OC2306'POSTED TO THE SKI AREA, WITH A GATE ACROSS IT.  FOLLOW THIS ROAD
 OC2306'NORTHERLY TO THE TOP WHERE THE STATION IS (0.6 MILE).  THE
 OC2306'GATE AT THE BOTTOM OF THE HILL IS LOCKED AND THE KEY CAN BE
 OC2306'OBTAINED FROM MR. BRUCE TREFETHEN, NIGHT WATCHMAN, WHO
 OC2306'LIVES IN THE SKI LODGE, PHONE 646-8836.  DURING THE DAY, HE WORKS
 OC2306'AT GALLACHERS SPORTS STORE, ISLINGTON STREET, PORTSMOUTH, NEW
 OC2306'HAMPSHIRE.  PERMISSION TO USE THE STATION MUST BE OBTAINED
 OC2306'FROM MR. RALPH AMFDEN, (MANAGER) HEIGHT ROAD, STRATHAM,
 OC2306'NEW HAMPSHIRE, PHONE 772-3349.
 OC2306'
 OC2306'THE STATION IS A STANDARD DISC, STAMPED AGAMENTICUS 2 1908-1933,
 OC2306'SET IN CONCRETE IN THE SW END OF THE NW HALF OF A LARGE SPLIT
 OC2306'ROCK.  IT IS 196.9 METERS SW OF AGAMENTICUS 1847 ON THE HIGHEST
 OC2306'POINT OF THE HILL AND 17.0 METERS NW OF A BEND IN A FOOTPATH.
 OC2306'
 OC2306'REFERENCE MARK NUMBER ONE IS A STANDARD DISC, STAMPED AGAMENTICUS
 OC2306'2 1908-1933, SET IN CONCRETE IN A LARGE ROUNDED ROCK.  IT IS
 OC2306'21.5 METERS NW OF A FOOTPATH AND FLUSH WITH THE ROCK.
 OC2306'
 OC2306'REFERENCE MARK NUMBER TWO IS A STANDARD DISC, STAMPED AGAMENTICUS
 OC2306'2 1908-1933, NO 2, SET IN CONCRETE IN A LARGE OUTCROP OF
 OC2306'ROCK.  IT IS 36.0 METERS NW OF A BEND IN A FOOTPATH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2305 ***********************************************************************
 OC2305  DESIGNATION -  AGAMENTICUS RESET
 OC2305  PID         -  OC2305
 OC2305  STATE/COUNTY-  ME/YORK
 OC2305  USGS QUAD   -  YORK HARBOR (1993)
 OC2305
 OC2305                         *CURRENT SURVEY CONTROL
 OC2305  ___________________________________________________________________
 OC2305* NAD 83(1996)-  43 13 24.35689(N)    070 41 31.03779(W)     ADJUSTED  
 OC2305* NAVD 88     -       210.5    (meters)     691.     (feet)  VERTCON   
 OC2305  ___________________________________________________________________
 OC2305  LAPLACE CORR-           3.43  (seconds)                    DEFLEC99
 OC2305  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 OC2305
 OC2305  HORZ ORDER  -  FIRST
 OC2305
 OC2305.The horizontal coordinates were established by classical geodetic methods
 OC2305.and adjusted by the National Geodetic Survey in March 1998..
 OC2305
 OC2305.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2305
 OC2305.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2305
 OC2305.The geoid height was determined by GEOID03.
 OC2305
 OC2305;                    North         East     Units Scale Factor Converg.
 OC2305;SPC ME W     -    43,469.927   857,324.397   MT  0.99998906   -0 21 35.1
 OC2305;SPC NH       -    80,824.780   379,187.950   MT  1.00004378   +0 40 03.2
 OC2305;SPC NH       -   265,172.63  1,244,052.47   sFT  1.00004378   +0 40 03.2
 OC2305;UTM  19      - 4,787,016.740   362,591.020   MT  0.99983227   -1 09 32.1
 OC2305
 OC2305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2305!SPC ME W     -   0.99997115  x   0.99998906  =   0.99996022
 OC2305!SPC NH       -   0.99997115  x   1.00004378  =   1.00001493
 OC2305!UTM  19      -   0.99997115  x   0.99983227  =   0.99980343
 OC2305
 OC2305:                Primary Azimuth Mark                     Grid Az
 OC2305:SPC ME W     -  COLES HILL RESET                         036 42 05.3
 OC2305:SPC NH       -  COLES HILL RESET                         035 40 27.0
 OC2305:UTM  19      -  COLES HILL RESET                         037 30 02.3
 OC2305
 OC2305|---------------------------------------------------------------------|
 OC2305| PID    Reference Object                     Distance      Geod. Az  |
 OC2305|                                                           dddmmss.s |
 OC2305| OC2103 COLES HILL RESET                    APPROX.16.5 KM 0362030.2 |
 OC2305| OC2083 WELLS FIRST CONG CHURCH SPIRE       APPROX.12.2 KM 0443646.0 |
 OC2305| OC2149 OGUNQUIT STANDPIPE                  APPROX. 7.7 KM 0690711.9 |
 OC2305| CE7182 AGAMENTICUS RM 1                     27.391 METERS 08402     |
 OC2305| OC2152 AERO BEACON                         APPROX. 6.6 KM 0912036.2 |
 OC2305| CE7181 AGAMENTICUS AZ MK                                  1140904.8 |
 OC2305| OC2154 PASSACONAWAY INN CUPOLA             APPROX. 8.4 KM 1154122.9 |
 OC2305| OC1994 BOON ISLAND                         APPROX.20.8 KM 1225101.3 |
 OC2305| OC2162 YORK LEDGE SPINDLE                  APPROX.16.6 KM 1502628.0 |
 OC2305| OC2312 YORK VILLAGE WHITE CH SPIRE         APPROX. 9.3 KM 1594207.1 |
 OC2305| CE7183 AGAMENTICUS RM 2                     19.127 METERS 16415     |
 OC2305| MY4796 SMUTTYNOSE ISLAND                   APPROX.27.7 KM 1644938.8 |
 OC2305| MY4803 STAR ISLAND                         APPROX.28.3 KM 1664841.9 |
 OC2305| OC1223 CUTTS                               APPROX. 9.8 KM 1884302.6 |
 OC2305| OC2483 NEWINGTON POWER STA STACK           APPROX.15.9 KM 2102503.8 |
 OC2305| OC2332 WENTWORTH                           APPROX.16.9 KM 2365205.3 |
 OC2305| OC2304 MOUNT AGAMENTICUS FIRE TOWER         67.609 METERS 29840     |
 OC2305|---------------------------------------------------------------------|
 OC2305
 OC2305                          SUPERSEDED SURVEY CONTROL
 OC2305
 OC2305  NAD 83(1992)-  43 13 24.35593(N)    070 41 31.03837(W) AD(       ) 1
 OC2305  NAD 83(1986)-  43 13 24.36050(N)    070 41 31.04464(W) AD(       ) 1
 OC2305  NAD 27      -  43 13 24.04800(N)    070 41 32.85400(W) AD(       ) 1
 OC2305  NGVD 29 (07/19/86)  210.7    (m)          691.     (f) VERT ANG       
 OC2305
 OC2305.Superseded values are not recommended for survey control.
 OC2305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2305.See file dsdata.txt to determine how the superseded data were derived.
 OC2305
 OC2305_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH6259187017(NAD 83)
 OC2305_MARKER: DS = TRIANGULATION STATION DISK
 OC2305_SETTING: 66 = SET IN ROCK OUTCROP
 OC2305_SP_SET: PARTIALLY EXPOSED BEDROCK
 OC2305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OC2305+SATELLITE: SATELLITE OBSERVATIONS - 1986
 OC2305
 OC2305  HISTORY     - Date     Condition        Report By
 OC2305  HISTORY     - 1847     MONUMENTED       CGS
 OC2305  HISTORY     - 1908     GOOD             CGS
 OC2305  HISTORY     - 1931     SEE DESCRIPTION  CGS
 OC2305  HISTORY     - 1933     GOOD             CGS
 OC2305  HISTORY     - 1934     GOOD             MEGS
 OC2305  HISTORY     - 1941     GOOD             CGS
 OC2305  HISTORY     - 1943     GOOD             CGS
 OC2305  HISTORY     - 1965     GOOD             LOCENG
 OC2305  HISTORY     - 1965     GOOD             CGS
 OC2305  HISTORY     - 1973     GOOD             NGS
 OC2305  HISTORY     - 1974     GOOD             NGS
 OC2305  HISTORY     - 1975     GOOD             NGS
 OC2305  HISTORY     - 1976     GOOD             NGS
 OC2305  HISTORY     - 1986     GOOD
 OC2305
 OC2305                          STATION DESCRIPTION
 OC2305
 OC2305'DESCRIBED BY COAST AND GEODETIC SURVEY 1908
 OC2305'STATION IS ON A MOUNTAIN OF THAT NAME ABOUT 10-1/2 MILES NE OF
 OC2305'PORTSMOUTH, N.H., AND ABOUT 5-1/2 MILES NW BY N FROM YORK BEACH,
 OC2305'MAINE.  THE STATION IS ON THE HIGHEST PART OF THE MOUNTAIN AND IS
 OC2305'MARKED BY A COPPER BOLT SET IN A HOLE IN THE ROCK.  WHEN VISITED,
 OC2305'IN 1908, IT WAS FOUND THAT OWING TO THE GROWTH OF TIMBER ON THE
 OC2305'SUMMIT A CONSIDERABLE AMOUNT OF CUTTING OR BUILDING UP WOULD BE
 OC2305'REQUIRED TO AGAIN UTILIZE THIS STATION, AND HENCE A NEW STATION
 OC2305'WAS ESTABLISHED.  FOR ITS DESCRIPTION SEE AGAMENTICUS 2.
 OC2305
 OC2305                          STATION RECOVERY (1931)
 OC2305
 OC2305'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (HSS)
 OC2305'THE STATION MAY BE REACHED BY A TRAIL WHICH LEADS TO THE FIRE-TOWER
 OC2305'FROM A ROAD WHICH SKIRTS THE HILL ON THE S AND W.  THIS ROAD MAY
 OC2305'BEST BE APPROACHED FROM THE VILLAGE OF CAPE NEDDICK, ON HIGHWAY
 OC2305'1, BETWEEN YORK CORNER AND WELLS, BUT IT MAY ALSO BE REACHED FROM
 OC2305'SOUTH BERWICK.
 OC2305'
 OC2305'THE STEEL FIRE-TOWER, BUILT BY THE MAINE FOREST SERVICE IN 1918,
 OC2305'IS A PROMINENT LAND MARK AND IS NOT FAR FROM THE STATION.  IT
 OC2305'IS BOLTED TO THE LEDGE AND HAS 3 GUYS FASTENED TO EYE-BOLTS IN
 OC2305'THE LEDGE AND ONE ANCHORED UNDERGROUND.
 OC2305'
 OC2305'I FAILED TO FIND THE STATION BOLT, AND ACCORDING TO THE FIRE
 OC2305'WATCHMAN, IT WAS REMOVED SEVERAL YEARS AGO.  WHAT I ASSUME TO BE
 OC2305'THE STATION NOW, CONSISTS ONLY OF A SHALLOW DEPRESSION, SEVERAL
 OC2305'INCHES IN DIAMETER, IN THE LEDGE, IN THE BOTTOM OF WHICH IS THE
 OC2305'REMNANT OF A DRILL HOLE, ABOUT 1/4 INCH DEEP.  APPARENTLY THE
 OC2305'BOLT WAS REMOVED BY CHIPPING OUT THE ROCK AROUND IT.
 OC2305'
 OC2305'I MADE THE FOLLOWING MEASUREMENTS, USING THE NOTATION IN THE
 OC2305'SKETCH OF J.B. BAYLOR, 1903, WITH THE ADDITION OF F TO REPRESENT
 OC2305'THE CENTER OF THE SQUARE FORMED BY THE LEGS OF THE TOWER.  I
 OC2305'MARKED THIS POINT BY A SMALL DRILL HOLE, ABOUT 5/16 INCH IN
 OC2305'DIAMETER AND DEPTH.  THE DISTANCES, ALL IN FEET, ARE AS FOLLOWS.
 OC2305'TB 78.3.  BA 45.1.  TC 99.5.  TD 96.0.  TF 89.8.  CD 10.05.  DE
 OC2305'4.47.  DF 4.47.  EF 1.98.  FC 15.7.  FD 6.94.  FE 5.66.  FF
 OC2305'7.58.  DIRECTIONS FROM T ARE.  F 0 DEG 00 MIN.  D 1 DEG 59
 OC2305'MIN.  C 7 DEG 33 MIN.  B 38 DEG 46 MIN.  N 44 DEG 12 MIN.  A 166
 OC2305'DEG 09 MIN.  B 166 DEG 09 MIN.  THESE FIGURES AGREE FAIRLY
 OC2305'WELL WITH THOSE ON BAYLORS SKETCH, EXCEPT THE DISTANCE TB, WHICH I
 OC2305'MEASURED CAREFULLY ON TWO VISITS, AND I THINK THERE MUST
 OC2305'HAVE BEEN AN ERROR OF ABOUT 10 FEET IN BAYLORS MEASUREMENT.  I
 OC2305'ALSO FOUND A DISCREPANCY OF 1 FOOT IN THE DISTANCE TD.  HOLES A AND
 OC2305'B ARE SMALL AND INCONSPICUOUS.  APPARENTLY THEY MARKED
 OC2305'THE LINE TO UNKONOONUC.
 OC2305'
 OC2305'A PILE OF ROCKS, ABOUT 6 FEET HIGH, IS ABOUT 20 FEET OR MORE SE
 OC2305'OF THE STATION.
 OC2305'
 OC2305'THE VIEW IS MOSTLY OBSTRUCTED BY TREES, EXCEPT IN A MORE OR LESS
 OC2305'EASTERLY DIRECTION.  THE VIEW IS OPEN IN ALL DIRECTIONS FROM THE
 OC2305'TOP OF THE FIRE-TOWER, HOWEVER.
 OC2305
 OC2305                          STATION RECOVERY (1933)
 OC2305
 OC2305'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC2305'STATION IS ON A MOUNTAIN OF THAT NAME ABOUT 10-1/2 MILES NE OF
 OC2305'PORTSMOUTH, NEW HAMPSHIRE, AND ABOUT 5-1/2 MILES NW BY N FROM YORK
 OC2305'BEACH.  THE STATION IS ON THE HIGHEST POINT OF THE MOUNTAIN, 27
 OC2305'METERS W OF THE FIRE LOOKOUT TOWER BUILT BY THE MAINE FOREST
 OC2305'SERVICE IN 1918.
 OC2305'
 OC2305'THE ORIGINAL COPPER BOLT MARKING THE STATION HAD BEEN REMOVED BUT
 OC2305'A DEPRESSION IN THE LEDGE IN THE BOTTOM OF WHICH WAS THE REMNANT
 OC2305'OF A DRILL HOLE ABOUT 1/2 INCH DEEP WAS FOUND.  THIS DRILL HOLE WAS
 OC2305'MADE DEEPER AND A STANDARD TRIANGULATION STATION MARK WAS
 OC2305'CEMENTED IN.
 OC2305'
 OC2305'REFERENCE MARK NO.1, A STANDARD BRONZE DISK SET IN OUTCROPPING
 OC2305'BEDROCK WAS SET UNDER THE CENTER OF THE
 OC2305'FIRE TOWER AND IS 2.115 METERS (6.94 FEET) FROM DRILL HOLE D.
 OC2305'4.785 METERS (15.7 FEET) FROM DRILL HOLE C.  1.725 METERS (5.66
 OC2305'FEET) FROM DRILL HOLE E.  AND 2.310 METERS (7.58 FEET) FROM
 OC2305'DRILL HOLE F.
 OC2305'
 OC2305'REFERENCE MARK NO.2, A STANDARD BRONZE DISK SET IN A BOULDER
 OC2305'WAS ESTABLISHED SOUTHEAST OF THE STATION.  THE
 OC2305'FOLLOWING ORIGINAL DRILL HOLES 5/16 INCH IN DIAMETER, MENTIONED
 OC2305'IN PREVIOUS RECOVERY NOTES, WERE FOUND WITH THE DISCREPANCIES
 OC2305'NOTED.  DRILL HOLE E IS 3.06 METERS, 10.05 FEET, N OF D.  DRILL
 OC2305'HOLE F IS 1.36 METERS, 4.47 FEET N OF D AND 0.61 METER,
 OC2305'2.0 FEET E OF E.
 OC2305'
 OC2305'DISCREPANCIES IN DISTANCES ARE AS FOLLOWS--STATION TO DRILL HOLE B
 OC2305'WAS FOUND TO BE 78.5 FEET INSTEAD OF 68.5.  DISTANCE FROM STATION
 OC2305'TO DRILL HOLE D WAS FOUND TO BE 96.0 FEET INSTEAD OF 95.0 FEET AS
 OC2305'GIVEN BY J.B. BAYLOR IN 1903.  THE NEW DISTANCE AGREES WITH THOSE
 OC2305'OF MR. H.S. SHAW IN 1931.  DIRECTIONS AGREE IN ALL CASES.
 OC2305'
 OC2305'A GOOD TRAIL LEADS FROM THE HIGHWAY ON THE S SIDE OF THE MOUNTAIN
 OC2305'UP TO THE FIRE LOOKOUT TOWER AND THE STATION.
 OC2305
 OC2305                          STATION RECOVERY (1934)
 OC2305
 OC2305'RECOVERY NOTE BY MAINE GEODETIC SURVEY 1934
 OC2305'THE FIRE TOWER MENTIONED IN PREVIOUS NOTES OF MINE AND OF
 OC2305'C.M. DURGIN WAS REMOVED IN THE FALL OF 1934 AND A NEW TOWER, ABOUT
 OC2305'50 FEET TALL, WAS BUILT AT A DIFFERENT LOCATION, ABOUT 68 METERS NW
 OC2305'OF THE STATION.
 OC2305'
 OC2305'AT THE TIME OF MY VISIT, NOV. 17, 1934, THE STATION MARK AND THE
 OC2305'TWO REFERENCE MARKS WERE IN GOOD CONDITION.
 OC2305
 OC2305                          STATION RECOVERY (1941)
 OC2305
 OC2305'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC2305'STATION RECOVERED AS RE-MARKED BY C.D.M. IN 1933.  THE MARKS ARE
 OC2305'IN GOOD CONDITION.  STATION MARK IS STAMPED AGAMENTICUS 1847 AND
 OC2305'THE TWO REFERENCE MARKS ARE STAMPED NOS. 1 AND 2, 1847, 1933.
 OC2305'
 OC2305'STATION IS LOCATED ON THE SUMMIT OF A WELL-KNOWN MOUNTAIN OF THE
 OC2305'SAME NAME, ABOUT 10.5 MILES NE OF PORTSMOUTH, NEW HAMPSHIRE, AND
 OC2305'ABOUT 5.5 MILES NNW OF YORK BEACH.  IT IS ABOUT 200 FEET E OF A
 OC2305'STEEL FIRE TOWER.  THE FIRE TOWER MENTIONED IN THE 1933
 OC2305'DESCRIPTION AS BEING BUILT IN 1918 HAS BEEN REMOVED BUT THE
 OC2305'FOUNDATION PLATES ARE STILL IN PLACE.  IT IS 1.0 FOOT W OF THE
 OC2305'RANGE OF THE FRONT FACE OF A SMALL BUILDING AND 22.5 FEET N OF
 OC2305'THE NE CORNER.
 OC2305'
 OC2305'THE DRILL HOLES, WHICH WERE REFERENCED TO THE STATION IN 1933,
 OC2305'WERE NOT RECOVERED DUE TO THE CONSTRUCTION OF THE BUILDING AND TO
 OC2305'LARGE PILES OF ROCKS AROUND THE STATION.
 OC2305'
 OC2305'A GOOD TRAIL LEADS FROM THE HIGHWAY AND A STATE PARK ON THE S
 OC2305'SIDE OF THE MOUNTAIN TO THE TOP AND STATION.
 OC2305'
 OC2305'SLIGHT DISCREPANCIES WERE NOTED IN THE MEASUREMENTS TO THE
 OC2305'REFERENCE MARKS AND CHECKED IN THE FIELD.
 OC2305
 OC2305                          STATION RECOVERY (1943)
 OC2305
 OC2305'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 OC2305'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1941 WITH THE FOLLOWING
 OC2305'DISCREPANCIES--
 OC2305'
 OC2305'1.  A ROAD NOT A TRAIL LEADS FROM THE HIGHWAY . . ETC.
 OC2305'
 OC2305'2.  THE SENTENCE IT IS 1.0 FOOT W OF THE RANGE OF THE FRONT FACE
 OC2305'OF A SMALL BUILDING AND 22.5 FEET N OF THE NE CORNER SHOULD BE
 OC2305'DELETED BECAUSE THIS BUILDING HAS BEEN REMOVED.
 OC2305'
 OC2305'THE FOLLOWING SHOULD BE ADDED TO THE DESCRIPTION--
 OC2305'
 OC2305'A MILITARY RESERVATION OF CONSIDERABLE SIZE IS LOCATED ATOP
 OC2305'MOUNT AGAMENTICUS.
 OC2305
 OC2305                          STATION RECOVERY (1965)
 OC2305
 OC2305'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1965
 OC2305'STATION RECOVERED IN GOOD CONDITION.
 OC2305'
 OC2305'STATIONS AGAMENTICUS 1 AND 2 ARE LOCATED ON TOP OF
 OC2305'MT. AGAMENTICUS.  THE MOUNTAIN IS NOW A RESORT AREA AND THE MARKERS
 OC2305'ARE STILL IN PLACE.  THE CARETAKER AND SEVERAL EMPLOYEES KNOW OF
 OC2305'THE LOCATION OF BOTH STATIONS.
 OC2305'
 OC2305'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ROUTE 1 AND
 OC2305'1A, FOLLOW ROUTE 1 NORTH FOR 0.05 MI AND MAKE A LEFT TURN AND
 OC2305'FOLLOW THE SIGNS OF THE BIG A.  ROAD LEADS TO THE TOP OF THE
 OC2305'MOUNTAIN AND THE PARKING AREA.  THE PARKING AREA IS BESIDE THE
 OC2305'CONCRETE PILLARS OF A TORN DOWN RADAR TOWER.  STATION IS IN BED
 OC2305'ROCK ABOUT ONE FOOT BELOW GROUND LEVEL.
 OC2305'
 OC2305'STATION IS 78.1 FEET SW OF NW CORNER AND 72.2 FEET WSW OF THE SW
 OC2305'CORNER OF THE CLUB HOUSE AND RESTAURANT.
 OC2305
 OC2305                          STATION RECOVERY (1965)
 OC2305
 OC2305'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WFD)
 OC2305'STATION AND 2 REFERENCE MARKS RECOVERED BENEATH NEW FILL.  A NEW
 OC2305'LODGE HAS BEEN CONSTRUCTED NORTHEAST OF THE STATION, AND MOST OF
 OC2305'THE TREES HAVE BEEN REMOVED SO THAT CLEAR VIEW IS HAD FROM THE
 OC2305'GROUND EXCEPT WHERE BLOCKED BY THE LODGE.  A PAVED TOLL ROAD HAS
 OC2305'BEEN CONSTRUCTED FOR EASY ACCESS.
 OC2305'
 OC2305'STATION MARK IS 77.9 FEET SOUTHEAST OF THE NORTHWEST CORNER OF
 OC2305'THE LODGE, 72.1 FEET WEST OF THE SOUTHWEST CORNER, 7.8 FEET NORTH
 OC2305'OF THE NORTHEAST CONCRETE FOOTING OF THE OBSERVATION TOWER AND 6
 OC2305'FEET NORTHWEST OF THE LINE OF THE ELL OF THE LODGE, EXTENDED.  IT
 OC2305'IS ABOUT 18 INCHES BELOW THE GRASS OF A LAWN.
 OC2305'
 OC2305'RM 1 IS BENEATH THE GRAVEL OF A FOOTPATH, 21 FEET SOUTH OF THE
 OC2305'SOUTHEAST CORNER OF THE LODGE, 18.5 FEET EAST OF THE SOUTHEAST
 OC2305'CORNER AND 17 FEET SOUTHEAST OF THE INNER WALL OF THE LODGE,
 OC2305'MEASURED THROUGH A DOORWAY OPENING.
 OC2305'
 OC2305'RM 2 IS BENEATH A WIDE GRAVELED WALKWAY, 90.2 FEET SOUTH OF THE
 OC2305'SOUTHWEST CORNER OF THE LODGE, AND 48.8 FEET EAST OF THE SOUTHEAST
 OC2305'CONCRETE FOOTING OF THE OBSERVATION PLATFORM.
 OC2305'
 OC2305'MOST EASILY REACHED FROM YORK CORNERS, BY FOLLOWING THE SIGNS
 OC2305'TO AGAMENTICUS SKI AREA, WHICH IS WELL MARKED.
 OC2305
 OC2305                          STATION RECOVERY (1973)
 OC2305
 OC2305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LAL)
 OC2305'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 OC2305'CONDITION AS DESCRIBED.  DUE TO THE LACK OF DATA THE ONLY ANGLE
 OC2305'THAT COULD BE CHECKED WAS BETWEEN THE REFERENCE MARKS WHICH CHECKED
 OC2305'GOOD.  THE MEASUREMENTS TO REFERENCE MARKS 1 AND 2 WERE LONGER BY
 OC2305'.019 METERS AND .042 METERS RESPECTIVELY.  AGAMENTICUS 2 1908
 OC2305'1933 WAS RECOVERED IN GOOD CONDITION, BUT, DUE TO DENSE GROWTH ON
 OC2305'LINE THE DISTANCE AND DIRECTION COULD NOT BE CHECKED.  ACCORDING
 OC2305'TO THE DATA THAT WE HAVE, IT APPEARS THAT THE TRUE STATION WAS
 OC2305'OCCUPIED IN 1965, BUT, WAS CALLED AGAMENTICUS 2 1908 1933.  DUE
 OC2305'TO THE ABOVE DESCREPANCIES, A NEW AND COMPLETE DESCRIPTION
 OC2305'FOLLOWS--
 OC2305'
 OC2305'THE STATION IS LOCATED 10-1/2 MILES NORTHEAST OF PORTSMOUTH, NEW
 OC2305'HAMPSHIRE, 5-1/2 MILES NORTH-NORTHWEST OF YORK, 5 MILES NORTHWEST
 OC2305'OF CAPE NEDDICK AND ON PROPERTY OWNED BY MR. RALPH AMFDEN, WHOSE
 OC2305'ADDRESS IS HEIGHT ROAD, STRATHAM, NEW HAMPSHIRE.  TELEPHONE NUMBER
 OC2305'772-3349.
 OC2305'
 OC2305'TO REACH THE STATION FROM THE POST OFFICE IN CAPE NEDDICK, GO
 OC2305'NORTH ON U.S. HIGHWAY 1 FOR 0.25 MILE TO A MOUNTAIN ROAD ON THE
 OC2305'LEFT.  TURN LEFT AND GO WESTERLY ON THE MOUNTAIN ROAD FOR 3.8 MILES
 OC2305'TO THE END OF THE BLACK TOP, CONTINUE WESTERLY ON A GRAVELED
 OC2305'ROAD FOR 0.1 MILE TO A SIGN AGAMENTICUS MT. SKI LODGE, AND A SIDE
 OC2305'ROAD AND LOCKED GATE ON THE RIGHT.  TURN RIGHT, PASSING THROUGH
 OC2305'THE GATE, AND GO NORTHERLY ON A PAVED ROAD FOR 0.7 MILE TO THE
 OC2305'TOP OF AGAMENTICUS MOUNTAIN AND THE STATION.
 OC2305'
 OC2305'THE STATION MARK, A STANDARD DISK STAMPED AGAMENTICUS 1847,
 OC2305'CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS 1.1 FEET BELOW THE
 OC2305'SURFACE OF THE GROUND.  IT IS 76.5 FEET SOUTHWEST OF THE NORTHWEST
 OC2305'CORNER OF THE LODGE, 72.0 FEET WEST OF THE SOUTHWEST CORNER OF
 OC2305'THE LODGE AND 12 FEET NORTHEAST OF THE CENTER OF THE NORTHEAST
 OC2305'ONE OF FOUR CONCRETE FOOTINGS.
 OC2305'
 OC2305'REFERENCE MARK 1, A STANDARD DISK STAMPED AGAMENTICUS NO 1 1847
 OC2305'1933, CEMENTED IN A DRILL HOLE IN BEDROCK, 1.4 FEET BELOW THE
 OC2305'WEST EDGE OF A CONCRETE WALKWAY.  IT IS 18.5 FEET SOUTHEAST OF THE
 OC2305'SOUTHWEST CORNER OF THE LODGE AND ABOUT 11.0 FEET SOUTH OF THE
 OC2305'SOUTH ENTRANCE TO THE LODGE.
 OC2305'
 OC2305'REFERENCE MARK 2, A STANDARD DISK STAMPED AGAMENTICUS NO 2 1847
 OC2305'1933, CEMENTED IN A DRILL HOLE IN THE TOP OF A BURIED BOULDER, 1
 OC2305'FOOT BELOW THE SURFACE OF THE GROUND.  IT IS 90.5 FEET SOUTHWEST
 OC2305'OF THE SOUTHWEST CORNER OF THE LODGE AND 52.5 FEET SOUTH-SOUTHWEST
 OC2305'OF THE CETER OF THE SOUTHEAST ONE OF FOUR CONCRETE
 OC2305'FOOTINGS.
 OC2305'
 OC2305'HEIGHT OF LIGHT ABOVE STATION MARK 60 FEET.
 OC2305'
 OC2305'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OC2305'5 MILES NORTHWEST OF CAPE NEDDICK.
 OC2305
 OC2305                          STATION RECOVERY (1974)
 OC2305
 OC2305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (REW)
 OC2305'THE STATION IS LOCATED ON THE HIGHEST POINT OF THE MOUNTAIN OF
 OC2305'THE SAME NAME, ABOUT 10-1/2 MILES NORTH-EAST OF PORTSMOUTH, NEW
 OC2305'HAMPSHIRE AND ABOUT 6 MILES EAST OF SOUTH BERWICK, MAINE.  THE
 OC2305'STATION WAS OCCUPIED AS THE ANTENNA SITE OF GEOCEIVER STATION
 OC2305'51095.
 OC2305'
 OC2305'THE STATION IS REACHED FROM SOUTH BERWICK.  FROM THE POST OFFICE,
 OC2305'GO SOUTH ON STATE HIGHWAY 236 FOR 0.05 MILE TO THE JUNCTION WITH
 OC2305'STATE HIGHWAY 4.  TURN LEFT AND FOLLOW HIGHWY 4 NORTH FOR 0.3
 OC2305'MILE TO THE JUNCTION WITH AGAMENTICUS ROAD ON THE RIGHT.  TURN
 OC2305'RIGHT AND FOLLOW THIS ROAD NORTH-EASTERLY FOR 5.6 MILES
 OC2305'(FOLLOWING THE MAIN ROAD AS INDICATED BY THE ROAD SIGNS) TO A
 OC2305'GRAVELLED SIDE ROAD ON THE RIGHT.  FOLLOW THIS ALTERNATELY
 OC2305'GRAVELLED AND MACADAMED ROAD EASTERLY FOR 3.0 MILES TO
 OC2305'THE JUNCTION WITH A MACADAMED ROAD ON THE LEFT, SIGN POSTED TO
 OC2305'THE SKI AREA, WITH A GATE ACROSS IT.  FOLLOW THIS ROAD
 OC2305'NORTHERLY TO THE TOP WHERE THE STATION IS.  (0.6 MILE) THE
 OC2305'GATE AT THE BOTTOM OF THE HILL IS LOCKED AND THE KEY CAN
 OC2305'BE OBTAINED FROM MR BRUCE TREFETHEN, NIGHTWATCHMAN, WHO LIVES
 OC2305'IN THE SKI LODGE, PHONE 646-8836.  DURING THE DAY HE WORKS AT
 OC2305'GALLACHERS SPORTS STORE, ISLINGTON STREET, PORTSMOUTH, NEW
 OC2305'HAMPSHIRE.  PERMISSION TO USE THE STATION MUST BE OBTAINED FROM
 OC2305'MR RALPH AMFDEN (MANAGER) HEIGHT ROAD, STRATHAM, NEW
 OC2305'HAMPSHIRE.  PHONE 772-3349.
 OC2305'
 OC2305'THE STATION IS A STANDARD DISC, STAMPED AGAMENTICUS 1847, SET
 OC2305'IN CONCRETE IN BEDROCK, 11 INCES BELOW THE GROUND LEVEL.  IT IS
 OC2305'51.2 FEET WEST OF THE CENTRE OF TWO DOUBLE DOORS IN A SKI LODGE
 OC2305'AND 7.9 FEET NORTH-EAST OF THE NORTH-EAST CORNER OF THE
 OC2305'NORTHEASTERN OF FOUR CONCRETE BLOCKS.
 OC2305'
 OC2305'REFERENCE MARK NUMBER ONE IS A STANDARD DISC, STAMPED AGAMENTICUS
 OC2305'1847-1933, SET IN CONCRETE IN BEDROCK, 14 INCHES BELOW GROUND
 OC2305'LEVEL.  IT IS 10.8 FEET SOUTH OF THE CENTRE OF A SINGLE DOOR IN
 OC2305'THE SKI LODGE.
 OC2305'
 OC2305'REFERENCE MARK NUMBER TWO IS A STANDARD DISC, STAMPED AGAMENTICUS
 OC2305'NO 2 1847-1933 SET IN CONCRETE IN BEDROCK, 9 INCHES BELOW GROUND
 OC2305'LEVEL.  IT IS 48.6 FEET SOUTH-EAST OF THE SOUTH-EAST CORNER OF
 OC2305'THE SOUTHEASTERN OF FOUR CONCRETE BLOCKS.  THE REMAINS OF THE FIRE
 OC2305'TOWER OF 1918 HAVE COMPLETELY DISAPPEARED AND THE FOUR
 OC2305'CONCRETE BLOCKS BY THE STATION ARE PART OF A WAR-TIME RADAR
 OC2305'STATION.
 OC2305
 OC2305                          STATION RECOVERY (1975)
 OC2305
 OC2305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 OC2305'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 OC2305'GOOD CONDITION AS DESCRIBED BY L.A. LAPINE IN 1973.  THE
 OC2305'DESCRIPTION TO REACH THE STATION WAS FOUND TO BE ADEQUATE.
 OC2305'
 OC2305'HEIGHT OF LIGHT ABOVE STATION MARK 62 FEET.
 OC2305'
 OC2305'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OC2305'5 MILES NORTHWEST OF CAPE NEDDICK.
 OC2305
 OC2305                          STATION RECOVERY (1976)
 OC2305
 OC2305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2305'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 OC2305'DESCRIBED BY R.C.A. IN 1975 AND FOUND TO BE IN GOOD CONDITION.
 OC2305'
 OC2305'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OC2305'62 FEET.
 OC2305'
 OC2305'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OC2305'5 MILES NORTHWEST OF CAPE NEDDICK.
 OC2305
 OC2305                          STATION RECOVERY (1986)
 OC2305
 OC2305'RECOVERED 1986
 OC2305'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2770 ***********************************************************************
 OC2770  CBN         -  This is a Cooperative Base Network Control Station.
 OC2770  DESIGNATION -  AIR
 OC2770  PID         -  OC2770
 OC2770  STATE/COUNTY-  ME/OXFORD
 OC2770  USGS QUAD   -  BROWNFIELD (1983)
 OC2770
 OC2770                         *CURRENT SURVEY CONTROL
 OC2770  ___________________________________________________________________
 OC2770* NAD 83(1996)-  43 59 30.27966(N)    070 56 57.48478(W)     ADJUSTED  
 OC2770* NAVD 88     -       134.7    (meters)     442.     (feet)  GPS OBS   
 OC2770  ___________________________________________________________________
 OC2770  X           -   1,500,218.187 (meters)                     COMP
 OC2770  Y           -  -4,344,458.035 (meters)                     COMP
 OC2770  Z           -   4,407,506.358 (meters)                     COMP
 OC2770  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 OC2770  ELLIP HEIGHT-         107.47  (meters)          (04/26/01) GPS OBS
 OC2770  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 OC2770
 OC2770  HORZ ORDER  -  A
 OC2770  ELLP ORDER  -  FOURTH    CLASS I
 OC2770
 OC2770.This mark is at Eastern Slopes Regional Airport (B20)
 OC2770
 OC2770.The horizontal coordinates were established by GPS observations
 OC2770.and adjusted by the National Geodetic Survey in April 2001..
 OC2770
 OC2770.The orthometric height was determined by GPS observations and a
 OC2770.high-resolution geoid model.
 OC2770
 OC2770.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OC2770
 OC2770.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2770
 OC2770.The ellipsoidal height was determined by GPS observations
 OC2770.and is referenced to NAD 83.
 OC2770
 OC2770.The geoid height was determined by GEOID03.
 OC2770
 OC2770;                    North         East     Units Scale Factor Converg.
 OC2770;SPC ME W     -   128,993.888   837,221.170   MT  1.00001512   -0 32 37.0
 OC2770;UTM  19      - 4,872,803.024   343,693.721   MT  0.99990049   -1 21 15.0
 OC2770
 OC2770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2770!SPC ME W     -   0.99998315  x   1.00001512  =   0.99999827
 OC2770!UTM  19      -   0.99998315  x   0.99990049  =   0.99988364
 OC2770
 OC2770|---------------------------------------------------------------------|
 OC2770| PID    Reference Object                     Distance      Geod. Az  |
 OC2770|                                                           dddmmss.s |
 OC2770| OC2767 AIR AZ MK                           334.759 METERS 12635     |
 OC2770| OC2769 AIR RM 1                             10.811 METERS 17438     |
 OC2770| OC2771 APT BCN E SLOPES REGIONAL APT       322.426 METERS 18627     |
 OC2770| CE7184 AIR RM 2                             10.375 METERS 30628     |
 OC2770|---------------------------------------------------------------------|
 OC2770
 OC2770                          SUPERSEDED SURVEY CONTROL
 OC2770
 OC2770  NAD 83(1996)-  43 59 30.27982(N)    070 56 57.48438(W) AD(       ) 3
 OC2770  ELLIP H (09/15/97)  107.44   (m)                       GP(       ) 4 2
 OC2770  NAD 83(1992)-  43 59 30.28053(N)    070 56 57.48768(W) AD(       ) 1
 OC2770  ELLIP H (01/28/95)  107.40   (m)                       GP(       ) 4 2
 OC2770  NAD 83(1986)-  43 59 30.28936(N)    070 56 57.49079(W) AD(       ) 1
 OC2770  NAD 27      -  43 59 30.03648(N)    070 56 59.24717(W) AD(       ) 1
 OC2770  NGVD 29 (07/19/86)  134.70   (m)          441.9    (f) LEVELING    3  
 OC2770
 OC2770.Superseded values are not recommended for survey control.
 OC2770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2770.See file dsdata.txt to determine how the superseded data were derived.
 OC2770
 OC2770_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ4369472803(NAD 83)
 OC2770_MARKER: DH = HORIZONTAL CONTROL DISK
 OC2770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC2770_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OC2770_STAMPING: AIR 1976
 OC2770_MARK LOGO: NGS   
 OC2770_MAGNETIC: N = NO MAGNETIC MATERIAL
 OC2770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC2770+STABILITY: SURFACE MOTION
 OC2770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OC2770+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2004
 OC2770
 OC2770  HISTORY     - Date     Condition        Report By
 OC2770  HISTORY     - 1976     MONUMENTED       NGS
 OC2770  HISTORY     - 1985     GOOD             NGS
 OC2770  HISTORY     - 1986     GOOD             NGS
 OC2770  HISTORY     - 19951004 GOOD             CHANCE
 OC2770  HISTORY     - 19960624 GOOD             NGS
 OC2770  HISTORY     - 20000724 GOOD             MEDT
 OC2770  HISTORY     - 20010806 GOOD             NGS
 OC2770  HISTORY     - 20040918 GOOD             GEOCAC
 OC2770
 OC2770                          STATION DESCRIPTION
 OC2770
 OC2770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2770'THE STATION IS LOCATED AT THE EASTERN SLOPES REGIONAL AIRPORT
 OC2770'IN FRYEBURG, 2.3 MILES SOUTHEAST OF FRYEBURG, 4.5 MILES NORTH
 OC2770'OF BROWNFIELD AND 8.0 MILES SOUTHWEST OF WEST BRIDGTON.
 OC2770'
 OC2770'TO REACH THE STATION FROM THE POST OFFICE IN FRYEBURG GO
 OC2770'EAST ON U.S. ROUTE 302 AND STATE ROUTE 113 FOR 0.2 MILE TO
 OC2770'JUNCTION OF STATE ROUTES 5 AND 113 AND US ROUTE 302. TURN
 OC2770'RIGHT, GO SOUTH-SOUTHEAST ON STATE ROUTES 5 AND 113 FOR 3.35
 OC2770'MILES TO A RAILROAD CROSSING. CONTINUE ON STATE ROUTE 5 AND
 OC2770'113 FOR 0.1 MILE TO THE AIRPORT ROAD ON THE RIGHT.  TURN RIGHT
 OC2770'GO WEST ON THE AIRPORT ROAD 0.95 MILE TO THE ENTRANCE OF THE
 OC2770'AIRPORT TAXI AREA. CONTINUE STRAIGHT AHEAD 0.1 MILE TO THE
 OC2770'MAIN RUNWAY, TURN LEFT GO FOR 0.1 MILE TO THE STATION AS
 OC2770'DESCRIBED.  YOU SHOULD STOP AT THE TERMINAL BUILDING AND
 OC2770'NOTIFY THEM THAT YOU DESIRE TO USE THE STATION.
 OC2770'
 OC2770'THE STATION MARK, STAMPED---AIR 1976---, IS A STANDARD DISK
 OC2770'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST. IT IS
 OC2770'8.2 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF THE AIRPORT
 OC2770'RUNWAY, 72.8 FEET NORTHWEST OF THE THIRD RUNWAY LIGHT NORTH OF
 OC2770'THE TAXIWAY AND 430 FEET SOUTHEAST OF THE NORTH END OF THE
 OC2770'RUNWAY. THE MARK IS SET 2 INCHES BELOW GROUND SURFACE. THE
 OC2770'UNDERGROUND DISK, STAMPED---AIR 1976---, IS A STANDARD DISK
 OC2770'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT
 OC2770'42 INCHES BELOW GROUND SURFACE.
 OC2770'
 OC2770'REFERENCE MARK 1, STAMPED---AIR NO 1 1976---, IS A STANDARD
 OC2770'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST
 OC2770'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 8.0 FEET
 OC2770'SOUTHWEST OF THE SOUTHWEST EDGE OF THE RUNWAY.
 OC2770'
 OC2770'REFERENCE MARK 2, STAMPED---AIR NO 2 1976--- , IS A
 OC2770'STANDARD
 OC2770'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST
 OC2770'WHICH IS FLUSH WITH THE GROUND SURFACE. IT IS 34.6 FEET
 OC2770'SOUTHWEST OF THE SOUTHWEST EDGE OF THE RUNWAY AND 57.0 FEET
 OC2770'WEST-NORTHWEST OF THE THIRD RUNWAY LIGHT NORTH OF THE
 OC2770'TAXIWAY.
 OC2770'
 OC2770'THE AZIMUTH MARK, STAMPED---AIR 1976---, IS A STANDARD DISK
 OC2770'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST WHICH IS
 OC2770'FLUSH WITH THE GROUND SURFACE. IT IS 9.5 FEET SOUTHWEST OF THE
 OC2770'SOUTHWEST EDGE OF THE RUNWAY AND 98.0 FEET SOUTHEAST OF THE
 OC2770'THIRD RUNWAY LIGHT SOUTHEAST OF THE TAXIWAY.
 OC2770'
 OC2770'TO REACH THE AZIMUTH FROM THE STATION GO SOUTHEAST ALONG
 OC2770'THE SOUTHWEST EDGE OF THE RUNWAY 0.2 MILE TO THE AZIMUTH
 OC2770'ON THE RIGHT.
 OC2770'
 OC2770'THE HEIGHT OF LIGHT ABOVE THE STATION WAS 1.3 METERS.
 OC2770'
 OC2770'DESCRIBED BY RICHARD S. LANE
 OC2770
 OC2770                          STATION RECOVERY (1985)
 OC2770
 OC2770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (MRM)
 OC2770'THE STATION WAS RECOVERED AT THIS DATE.
 OC2770'THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARKS
 OC2770'WERE NOT SEARCHED FOR AT THIS DATE.
 OC2770'DUE TO ADDITIONS AND CHANGES, A NEW DESCRIPTION FOLLOWS.
 OC2770'
 OC2770'THE STATION IS LOCATED ABOUT 3.7 KM (2.3 MI)
 OC2770'SOUTHEAST OF FRYEBURG, AT THE EASTERN SLOPES REGIONAL AIRPORT.
 OC2770'OWNERSHIP--TOWN OF FRYEBURG, ERNEST BAKER - AIRPORT MANAGER, P.O.
 OC2770'BOX 152, FRYEBURG ME 04037, PHONE 207-935-2500.
 OC2770'
 OC2770'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 302 AND
 OC2770'STATE HIGHWAYS 5 AND 113 IN FRYEBURG, GO SOUTHEAST FOR
 OC2770'5.6 KM (3.5 MI) ON HIGHWAYS 5 AND 113 TO A PAVED ROAD RIGHT, JUST
 OC2770'PAST A RAILROAD CROSSING.
 OC2770'TURN RIGHT AND GO WEST FOR 1.7 KM (1.05 MI) ON THE AIRPORT ENTRANCE
 OC2770'ROAD TO THE END OF ROAD AT THE TERMINAL BUILDING.  CONTINUE AHEAD AND
 OC2770'GO NORTHEASTERLY FOR 0.2 KM (0.15 MI), CROSSING TARMAC AND RAMP, TO
 OC2770'THE RUNWAY.  TURN LEFT AND GO NORTHWEST FOR 0.5 KM (0.3 MI) ALONG
 OC2770'THE EDGE OF RUNWAY TO THE STATION.
 OC2770'
 OC2770'THE STATION IS A STANDARD NGS DISK
 OC2770'STAMPED---AIR 1976---,
 OC2770'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 OC2770'30 CM IN DIAMETER RECESSED 5 CM BELOW GROUND.  LOCATED
 OC2770'518 METERS (1699.5 FT) NORTHWEST FROM THE APPROXIMATE CENTER OF THE
 OC2770'RAMP,
 OC2770'353 METERS (1158 FT) SOUTHEAST FROM THE END OF RUNWAY,
 OC2770'22.1 METERS (72.5 FT) NORTHWEST FROM A RUNWAY LIGHT,
 OC2770'14.2 METERS (46.6 FT) SOUTHWEST FROM THE APPROXIMATE CENTER OF THE
 OC2770'RUNWAY,
 OC2770'2.5 METERS (8.2 FT) SOUTHWEST FROM THE RUNWAY EDGE AND
 OC2770'0.3 METERS (1.0 FT) NORTHEAST FROM A WOODEN WITNESS POST PROJECTING
 OC2770'30 CM ABOVE GROUND.  NOTE, THE 1976 DESCRIPTION INDICATES AN
 OC2770'UNDERGROUND MARK.
 OC2770'
 OC2770'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK
 OC2770'STAMPED---AIR 1976---,
 OC2770'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 OC2770'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 OC2770'168.6 METERS (553 FT) SOUTHEAST FROM THE APPROXIMATE CENTER OF RAMP,
 OC2770'17.5 METERS (57.5 FT) EAST-SOUTHEAST FROM THE CENTER OF A 0.5-METER
 OC2770'SQUARE CONCRETE CABLE MARKER PAD THAT PROJECTS 2 CM,
 OC2770'15.1 METERS (49.5 FT) SOUTHWEST FROM THE APPROXIMATE CENTER OF THE
 OC2770'RUNWAY,
 OC2770'2.8 METERS (9.2 FT) SOUTHWEST FROM THE RUNWAY EDGE AND
 OC2770'0.5 METERS (1.6 FT) NORTHEAST FROM A WOODEN WITNESS POST PROJECTING
 OC2770'30 CM ABOVE GROUND.
 OC2770'TO REACH THE AZIMUTH FROM THE STATION,
 OC2770'GO SOUTHEAST FOR 0.3 KM (0.2 MI) ALONG THE EDGE OF RUNWAY
 OC2770'TO THE MARK.
 OC2770'
 OC2770'FAA AIRPORT SURVEYS, MAINE, OCTOBER-NOVEMBER 1985.
 OC2770'
 OC2770'THIS STATION SUITABLE FOR GPS SURVEYS.
 OC2770'
 OC2770'DESCRIBED BY G.R. HEID.
 OC2770
 OC2770                          STATION RECOVERY (1986)
 OC2770
 OC2770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (REP)
 OC2770'THE STATION WAS RECOVERED ON THIS DATE.
 OC2770'NO OTHER MARKS WERE SEARCHED FOR AT THIS TIME.
 OC2770'
 OC2770'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI)
 OC2770'NORTHWEST OF EAST BROWNFIELD, 6.4 KM (4.0 MI) SOUTHWEST OF EAST
 OC2770'FRYEBURG AND 4.8 KM (3.0 MI) SOUTH-SOUTHEAST OF FRYEBURG.
 OC2770'OWNERSHIP--TOWN OF FRYEBURG, C/O AIRPORT MANAGER, ERNEST BAKER, PO
 OC2770'BOX 152, FRYEBURG ME 04037, PHONE 207-935-2500.
 OC2770'
 OC2770'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 302 AND
 OC2770'STATE HIGHWAYS 5 AND 113 IN FRYEBURG, GO SOUTHEAST ON HIGHWAYS 5
 OC2770'AND 113 FOR 5.6 KM (3.5 MI) TO A PAVED ROAD RIGHT, JUST PAST A
 OC2770'RAILROAD CROSSING.  TURN RIGHT AND GO WEST ON THE AIRPORT ENTRANCE
 OC2770'ROAD FOR 1.7 KM (1.05 MI) TO ITS END AT THE TERMINAL BUILDING.
 OC2770'CONTINUE AHEAD, CROSSING TARMAC AND RAMP AND GO NORTHEASTERLY FOR
 OC2770'0.2 KM (0.15 MI) TO THE RUNWAY.  TURN LEFT AND GO NORTHWEST ALONG
 OC2770'RUNWAY EDGE FOR 0.1 KM (0.05 MI) TO THE STATION.
 OC2770'
 OC2770'THE STATION IS A STANDARD NGS DISK
 OC2770'STAMPED---AIR 1976---,
 OC2770'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 OC2770'30 CM IN DIAMETER RECESSED 5 CM BELOW GROUND.  LOCATED
 OC2770'22.1 METERS (72.5 FT) NORTHWEST FROM A RUNWAY LIGHT,
 OC2770'14.2 METERS (46.6 FT) SOUTHWEST FROM THE CENTER OF THE RUNWAY,
 OC2770'2.5 METERS (8.2 FT) SOUTHWEST FROM THE EDGE OF THE RUNWAY AND
 OC2770'0.3 METERS (1.0 FT) NORTHEAST FROM A WOOD WITNESS POST PROJECTING
 OC2770'0.3 METER (1.0 FT).
 OC2770'
 OC2770'THE AZIMUTH MARK IS A STANDARD NGS DISK
 OC2770'STAMPED---AIR 1976---,
 OC2770'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 OC2770'30 CM IN DIAMETER RECESSED 3 CM BELOW GROUND.  LOCATED
 OC2770'168.5 METERS (553 FT) SOUTHEAST FROM THE CENTER OF THE RAMP,
 OC2770'17.5 METERS (57.4 FT) EAST-SOUTHEAST FROM THE CENTER OF A 0.5 METER
 OC2770'(1.6 FT) SQUARE CONCRETE PAD PROJECTING 2 CM (CABLE MARKER),
 OC2770'15.1 METERS (49.5 FT) SOUTHWEST FROM THE CENTER OF THE RUNWAY,
 OC2770'2.8 METERS (9.2 FT) SOUTHWEST FROM THE EDGE OF THE RUNWAY AND
 OC2770'0.5 METERS (1.6 FT) NORTHEAST FROM A WOOD WITNESS POST PROJECTING
 OC2770'0.3 METER (1.0 FT).
 OC2770'TO REACH THE AZIMUTH FROM THE STATION,
 OC2770'GO SOUTHEAST FOR 0.2 KM (0.15 MI) ON EDGE OF RUNWAY TO THE MARK
 OC2770'ALONG THE SIDE OF THE RUNWAY.
 OC2770'
 OC2770'FAA AIRPORT SURVEYS, NEW ENGLAND, SEPTEMBER-OCTOBER 1986.
 OC2770'
 OC2770'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 OC2770'
 OC2770'DESCRIBED BY T.F. DAWS.
 OC2770
 OC2770                          STATION RECOVERY (1995)
 OC2770
 OC2770'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (DS)
 OC2770'RECOVERED AS DESCRIBED.  NOTE - REFERENCE MARK DESCRIPTIONS IN 1976
 OC2770'DESCRIPTION ARE REVERSED.  THE FIRST DESCRIPTION SHOULD REFER TO
 OC2770'REFERENCE MARK 2 WHILE THE SECOND DESCRIPTION SHOULD REFER TO
 OC2770'REFERENCE MARK 1.
 OC2770
 OC2770                          STATION RECOVERY (1996)
 OC2770
 OC2770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 OC2770'THE STATION IS LOCATED AT THE EASTERN SLOPES REGIONAL AIRPORT IN
 OC2770'FRYEBURG, 2.3 MILES (3.7 KM) SOUTHEAST OF FRYEBURG, 4.5 MILES (7.2 KM)
 OC2770'NORTH OF BROWNFIELD AND 8.0 MILES (12.9 KM) SOUTHWEST OF WEST
 OC2770'BRIDGTON.  TO REACH THE STATION FROM THE POST OFFICE IN FRYEBURG GO
 OC2770'EAST ON U.S.  ROUTE 302 AND STATE ROUTE 113 FOR 0.2 MILE (0.3 KM) TO
 OC2770'JUNCTION OF STATE ROUTES 5 AND 113 AND US ROUTE 302.  TURN RIGHT, GO
 OC2770'SOUTH-SOUTHEAST ON STATE ROUTES 5 AND 113 FOR 3.35 MILES (5.39 KM) TO
 OC2770'A RAILROAD CROSSING.  CONTINUE ON STATE ROUTE 5 AND 113 FOR 0.1 MILE
 OC2770'(0.2 KM) TO THE AIRPORT ROAD ON THE RIGHT.  TURN RIGHT GO WEST ON THE
 OC2770'AIRPORT ROAD 0.95 MILE (1.53 KM) TO THE ENTRANCE OF THE AIRPORT TAXI
 OC2770'AREA.  CONTINUE STRAIGHT AHEAD 0.1 MILE (0.2 KM) TO THE MAIN RUNWAY,
 OC2770'TURN LEFT GO FOR 0.1 MILE (0.2 KM) TO THE STATION AS DESCRIBED.  YOU
 OC2770'SHOULD STOP AT THE TERMINAL BUILDING AND NOTIFY THEM THAT YOU DESIRE
 OC2770'TO USE THE STATION.  THE STATION MARK, STAMPED---AIR 1976---, IS A
 OC2770'STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST.
 OC2770'IT IS 8.2 FEET (2.5 M) SOUTHWEST OF THE SOUTHWEST EDGE OF THE AIRPORT
 OC2770'RUNWAY, 72.8 FEET (22.2 M) NORTHWEST OF THE THIRD RUNWAY LIGHT NORTH
 OC2770'OF THE TAXIWAY AND 430 FEET (131.1 M) SOUTHEAST OF THE NORTH END OF
 OC2770'THE RUNWAY.  THE MARK IS SET 2 INCHES BELOW GROUND SURFACE.  THE
 OC2770'UNDERGROUND DISK, STAMPED---AIR 1976---, IS A STANDARD DISK SET IN THE
 OC2770'TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW GROUND
 OC2770'SURFACE.  REFERENCE MARK 1, STAMPED---AIR NO 1 1976---, IS A STANDARD
 OC2770'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST WHICH IS
 OC2770'FLUSH WITH THE GROUND SURFACE.  IT IS 8.0 FEET (2.4 M) SOUTHWEST OF
 OC2770'THE SOUTHWEST EDGE OF THE RUNWAY.  REFERENCE MARK 2, STAMPED---AIR NO
 OC2770'2 1976--- , IS A STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OC2770'CONCRETE POST WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 34.6 FEET
 OC2770'(10.5 M) SOUTHWEST OF THE SOUTHWEST EDGE OF THE RUNWAY AND 57.0 FEET
 OC2770'(17.4 M) WEST-NORTHWEST OF THE THIRD RUNWAY LIGHT NORTH OF THE
 OC2770'TAXIWAY.  THE AZIMUTH MARK, STAMPED---AIR 1976---, IS A STANDARD DISK
 OC2770'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST WHICH IS FLUSH
 OC2770'WITH THE GROUND SURFACE.  IT IS 9.5 FEET (2.9 M) SOUTHWEST OF THE
 OC2770'SOUTHWEST EDGE OF THE RUNWAY AND 98.0 FEET (29.9 M) SOUTHEAST OF THE
 OC2770'THIRD RUNWAY LIGHT SOUTHEAST OF THE TAXIWAY.  TO REACH THE AZIMUTH
 OC2770'FROM THE STATION GO SOUTHEAST ALONG THE SOUTHWEST EDGE OF THE RUNWAY
 OC2770'0.2 MILE (0.3 KM) TO THE AZIMUTH ON THE RIGHT. THE HEIGHT OF LIGHT
 OC2770'ABOVE THE STATION WAS 1.3 METERS.
 OC2770
 OC2770                          STATION RECOVERY (2000)
 OC2770
 OC2770'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 2000 (TL)
 OC2770'RECOVERED AS DESCRIBED.
 OC2770
 OC2770                          STATION RECOVERY (2001)
 OC2770
 OC2770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RTN)
 OC2770'RECOVERED IN GOOD CONDITION.
 OC2770
 OC2770                          STATION RECOVERY (2004)
 OC2770
 OC2770'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 OC2770'WITH THE PERMISSION AND ASSISTANCE OF THE AIRPORT COMMISSIONER, WE
 OC2770'RECOVERED THIS MARK AT THE DESCRIBED LOCATION AND CO-ORDINATES IN GOOD
 OC2770'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2767 ***********************************************************************
 OC2767  DESIGNATION -  AIR AZ MK
 OC2767  PID         -  OC2767
 OC2767  STATE/COUNTY-  ME/OXFORD
 OC2767  USGS QUAD   -  BROWNFIELD (1983)
 OC2767
 OC2767                         *CURRENT SURVEY CONTROL
 OC2767  ___________________________________________________________________
 OC2767* NAD 83(1996)-  43 59 23.81616(N)    070 56 45.42068(W)     ADJUSTED  
 OC2767* NAVD 88     -       131.9    (meters)     433.     (feet)  GPS OBS   
 OC2767  ___________________________________________________________________
 OC2767  X           -   1,500,516.821 (meters)                     COMP
 OC2767  Y           -  -4,344,499.229 (meters)                     COMP
 OC2767  Z           -   4,407,360.767 (meters)                     COMP
 OC2767  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 OC2767  ELLIP HEIGHT-         104.50  (meters)          (02/22/02) GPS OBS
 OC2767  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 OC2767
 OC2767  HORZ ORDER  -  THIRD
 OC2767  ELLP ORDER  -  FOURTH    CLASS II
 OC2767
 OC2767.This mark is at Eastern Slopes Regional Airport (B20)
 OC2767
 OC2767.The horizontal coordinates were established by GPS observations
 OC2767.and adjusted by the National Geodetic Survey in September 1997..
 OC2767
 OC2767.The orthometric height was determined by GPS observations and a
 OC2767.high-resolution geoid model.
 OC2767
 OC2767.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OC2767
 OC2767.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2767
 OC2767.The ellipsoidal height was determined by GPS observations
 OC2767.and is referenced to NAD 83.
 OC2767
 OC2767.The geoid height was determined by GEOID03.
 OC2767
 OC2767;                    North         East     Units Scale Factor Converg.
 OC2767;SPC ME W     -   128,791.857   837,488.097   MT  1.00001471   -0 32 28.5
 OC2767;UTM  19      - 4,872,597.260   343,957.732   MT  0.99989948   -1 21 06.5
 OC2767
 OC2767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2767!SPC ME W     -   0.99998361  x   1.00001471  =   0.99999832
 OC2767!UTM  19      -   0.99998361  x   0.99989948  =   0.99988310
 OC2767
 OC2767|---------------------------------------------------------------------|
 OC2767| PID    Reference Object                     Distance      Geod. Az  |
 OC2767|                                                           dddmmss.s |
 OC2767| OC2769 AIR RM 1                            327.631 METERS 30510     |
 OC2767| OC2770 AIR                                 334.759 METERS 30635     |
 OC2767|---------------------------------------------------------------------|
 OC2767
 OC2767                          SUPERSEDED SURVEY CONTROL
 OC2767
 OC2767  NAD 83(1992)-  43 59 23.81710(N)    070 56 45.42387(W) AD(       ) 2
 OC2767  ELLIP H (01/28/95)  104.48   (m)                       GP(       ) 4 2
 OC2767  NAD 83(1986)-  43 59 23.82578(N)    070 56 45.42699(W) AD(       ) 2
 OC2767  NAD 27      -  43 59 23.57284(N)    070 56 47.18380(W) AD(       ) 2
 OC2767  NGVD 29 (07/19/86)  131.7    (m)          432.     (f) VERT ANG       
 OC2767
 OC2767.Superseded values are not recommended for survey control.
 OC2767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2767.See file dsdata.txt to determine how the superseded data were derived.
 OC2767
 OC2767_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ4395872597(NAD 83)
 OC2767_MARKER: DZ = AZIMUTH MARK DISK
 OC2767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC2767_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OC2767_STAMPING: AIR 1976
 OC2767_MARK LOGO: NGS   
 OC2767_MAGNETIC: N = NO MAGNETIC MATERIAL
 OC2767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC2767+STABILITY: SURFACE MOTION
 OC2767_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OC2767+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2004
 OC2767
 OC2767  HISTORY     - Date     Condition        Report By
 OC2767  HISTORY     - 1976     MONUMENTED       NGS
 OC2767  HISTORY     - 1985     GOOD             NGS
 OC2767  HISTORY     - 1986     GOOD             NGS
 OC2767  HISTORY     - 19951004 GOOD             CHANCE
 OC2767  HISTORY     - 19960624 GOOD             NGS
 OC2767  HISTORY     - 20040918 GOOD             GEOCAC
 OC2767
 OC2767                          STATION DESCRIPTION
 OC2767
 OC2767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2767'THIS STATION WAS ESTABLISHED BY AN EDM MEASUREMENT FROM
 OC2767'TRAVERSE STATION AIR. SEE DESCRIPTION THEREOF.
 OC2767'
 OC2767'DESCRIBED BY JERRY E. ELLINGWOOD.
 OC2767'
 OC2767'THE HEIGHT OF LIGHT ABOVE THE STATION WAS 1.0 METER.
 OC2767
 OC2767                          STATION RECOVERY (1985)
 OC2767
 OC2767'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (MRM)
 OC2767'THE STATION WAS RECOVERED AT THIS DATE.
 OC2767'
 OC2767'THE STATION IS LOCATED ABOUT 4.0 KM (2.5 MI)
 OC2767'SOUTHEAST OF FRYEBURG, AT THE EASTERN SLOPES REGIONAL AIRPORT.
 OC2767'OWNERSHIP--TOWN OF FRYEBURG, ERNEST BAKER - AIRPORT MANAGER, P.O.
 OC2767'BOX 152, FRYEBURG ME 04037, PHONE 207-935-2500.
 OC2767'
 OC2767'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 302 AND
 OC2767'STATE HIGHWAYS 5 AND 113 IN FRYEBURG, GO SOUTHEAST FOR
 OC2767'5.6 KM (3.5 MI) ON HIGHWAYS 5 AND 113 TO A PAVED ROAD RIGHT, JUST
 OC2767'PAST A RAILROAD CROSSING.
 OC2767'TURN RIGHT AND GO WEST FOR 1.7 KM (1.05 MI) ON THE AIRPORT ENTRANCE
 OC2767'ROAD TO THE END OF ROAD AT THE TERMINAL BUILDING.  CONTINUE AHEAD
 OC2767'AND GO NORTHEASTERLY FOR 0.2 KM (0.15 MI) CROSSING TARMAC AND RAMP
 OC2767'TO THE RUNWAY.  TURN RIGHT AND GO SOUTHEAST FOR 0.2 KM (0.1 MI)
 OC2767'ALONG THE EDGE OF RUNWAY TO THE STATION, NEAR THE RUNWAY EDGE.
 OC2767'
 OC2767'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 OC2767'STAMPED---AIR 1976---,
 OC2767'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 OC2767'30 CM IN DIAMETER RECESSED 3 CM BELOW GROUND.  LOCATED
 OC2767'168.6 METERS (553 FT) SOUTHEAST FROM THE APPROXIMATE CENTER OF THE
 OC2767'RAMP,
 OC2767'17.5 METERS (57.5 FT) EAST-SOUTHEAST FROM THE CENTER OF A 0.5-METER
 OC2767'SQUARE CONCRETE CABLE MARKER PAD THAT PROJECTS 2 CM,
 OC2767'15.1 METERS (49.5 FT) SOUTHWEST FROM THE APPROXIMATE CENTER OF THE
 OC2767'RUNWAY,
 OC2767'2.8 METERS (9.2 FT) SOUTHWEST FROM THE RUNWAY EDGE AND
 OC2767'0.5 METERS (1.6 FT) NORTHEAST FROM A WOODEN WITNESS POST PROJECTING
 OC2767'30 CM ABOVE GROUND.
 OC2767'
 OC2767'FAA AIRPORT SURVEYS, MAINE, OCTOBER-NOVEMBER 1985.
 OC2767'
 OC2767'THIS STATION SUITABLE FOR GPS SURVEYS.
 OC2767'
 OC2767'DESCRIBED BY G.R. HEID.
 OC2767
 OC2767                          STATION RECOVERY (1986)
 OC2767
 OC2767'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (REP)
 OC2767'THE STATION WAS RECOVERED ON THIS DATE.
 OC2767'
 OC2767'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI)
 OC2767'NORTHWEST OF EAST BROWNFIELD, 6.4 KM (4.0 MI) SOUTHWEST OF EAST
 OC2767'FRYEBURG AND 4.8 KM (3.0 MI) SOUTH-SOUTHEAST OF FRYEBURG.
 OC2767'OWNERSHIP--TOWN OF FRYEBURG, C/O ERNEST BAKER, AIRPORT MANAGER, PO
 OC2767'BOX 152, FRYEBURG ME 04037, PHONE 207-935-2500.
 OC2767'
 OC2767'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 302 AND
 OC2767'STATE HIGHWAYS 5 AND 113 IN FRYEBURG, GO SOUTHEAST ON HIGHWAYS 5
 OC2767'AND 113 FOR 5.6 KM (3.5 MI) TO A PAVED ROAD RIGHT, JUST PAST A
 OC2767'RAILROAD TRACK.  TURN RIGHT AND GO WEST ON THE AIRPORT ENTRANCE
 OC2767'ROAD FOR 1.7 KM (1.05 MI) TO ITS END AT THE TERMINAL BUILDING.
 OC2767'CONTINUE AHEAD, CROSSING TARMAC AND RAMP, NORTHEASTERLY FOR 0.2 KM
 OC2767'(0.15 MI) TO THE RUNWAY, TURN RIGHT AND GO SOUTHEAST ALONG RUNWAY
 OC2767'EDGE FOR 0.2 KM (0.1 MI) TO THE STATION NEAR THE RUNWAY EDGE.
 OC2767'
 OC2767'THE STATION IS A STANDARD NGS DISK
 OC2767'STAMPED---AIR 1976---,
 OC2767'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 OC2767'30 CM IN DIAMETER RECESSED 3 CM BELOW GROUND.  LOCATED
 OC2767'168.5 METERS (553 FT) SOUTHEAST FROM THE CENTER OF THE RAMP,
 OC2767'17.5 METERS (57.4 FT) EAST-SOUTHEAST FROM THE CENTER OF A 0.5 METER
 OC2767'(1.6 FT) SQUARE CONCRETE PAD PROJECTING 2 CM (CABLE MARKER),
 OC2767'15.1 METERS (49.5 FT) SOUTHWEST FROM THE CENTER OF THE RUNWAY,
 OC2767'2.8 METERS (9.2 FT) SOUTHWEST FROM THE EDGE OF THE RUNWAY AND
 OC2767'0.5 METERS (1.6 FT) NORTHEAST FROM A WOOD WITNESS POST PROJECTING
 OC2767'0.3 METER (0.98 FT).
 OC2767'
 OC2767'FAA AIRPORT SURVEYS, NEW ENGLAND, SEPTEMBER-OCTOBER 1986.
 OC2767'
 OC2767'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 OC2767'
 OC2767'DESCRIBED BY T.F. DAWS.
 OC2767
 OC2767                          STATION RECOVERY (1995)
 OC2767
 OC2767'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (DS)
 OC2767'RECOVERED AS DESCRIBED.
 OC2767
 OC2767                          STATION RECOVERY (1996)
 OC2767
 OC2767'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 OC2767'RECOVERED AS DESCRIBED.
 OC2767
 OC2767                          STATION RECOVERY (2004)
 OC2767
 OC2767'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 OC2767'WITH THE PERMISSION AND ASSISTANCE OF THE AIRPORT COMMISSIONER, WE
 OC2767'RECOVERED THIS MARK AT THE DESCRIBED LOCATION AND CO-ORDINATES IN GOOD
 OC2767'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2769 ***********************************************************************
 OC2769  SACS        -  This is a Secondary Airport Control Station.
 OC2769  DESIGNATION -  AIR RM 1
 OC2769  PID         -  OC2769
 OC2769  STATE/COUNTY-  ME/OXFORD
 OC2769  USGS QUAD   -  BROWNFIELD (1983)
 OC2769
 OC2769                         *CURRENT SURVEY CONTROL
 OC2769  ___________________________________________________________________
 OC2769* NAD 83(1996)-  43 59 29.93092(N)    070 56 57.43938(W)     ADJUSTED  
 OC2769* NAVD 88     -       134.57   (meters)     441.5    (feet)  GPS OBS   
 OC2769  ___________________________________________________________________
 OC2769  X           -   1,500,221.532 (meters)                     COMP
 OC2769  Y           -  -4,344,464.621 (meters)                     COMP
 OC2769  Z           -   4,407,498.461 (meters)                     COMP
 OC2769  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 OC2769  ELLIP HEIGHT-         107.25  (meters)          (02/08/02) GPS OBS
 OC2769  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 OC2769
 OC2769  HORZ ORDER  -  FIRST
 OC2769  ELLP ORDER  -  FOURTH    CLASS I
 OC2769
 OC2769.This mark is at Eastern Slopes Regional Airport (B20)
 OC2769.This mark is at Eastern Slopes Regional Airport (IZG)
 OC2769
 OC2769.The horizontal coordinates were established by GPS observations
 OC2769.and adjusted by the National Geodetic Survey in February 2002..
 OC2769
 OC2769.The orthometric height was determined by GPS observations and a
 OC2769.high-resolution geoid model.
 OC2769
 OC2769.GPS derived orthometric heights for airport stations designated as
 OC2769.PACS or SACS are published to 2 decimal places.  This maintains
 OC2769.centimeter relative accuracy between the PACS and SACS.  It does
 OC2769.not indicate centimeter accuracy relative to other marks which are
 OC2769.part of the NAVD 88 network.
 OC2769
 OC2769.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OC2769
 OC2769.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2769
 OC2769.The ellipsoidal height was determined by GPS observations
 OC2769.and is referenced to NAD 83.
 OC2769
 OC2769.The geoid height was determined by GEOID03.
 OC2769
 OC2769;                    North         East     Units Scale Factor Converg.
 OC2769;SPC ME W     -   128,983.116   837,222.080   MT  1.00001512   -0 32 36.9
 OC2769;UTM  19      - 4,872,792.241   343,694.478   MT  0.99990049   -1 21 15.0
 OC2769
 OC2769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2769!SPC ME W     -   0.99998318  x   1.00001512  =   0.99999830
 OC2769!UTM  19      -   0.99998318  x   0.99990049  =   0.99988367
 OC2769
 OC2769|---------------------------------------------------------------------|
 OC2769| PID    Reference Object                     Distance      Geod. Az  |
 OC2769|                                                           dddmmss.s |
 OC2769| OC2767 AIR AZ MK                           327.631 METERS 12510     |
 OC2769| AJ8134 B20 C                               APPROX. 0.5 KM 3190706.4 |
 OC2769| OC2770 AIR                                  10.811 METERS 35438     |
 OC2769|---------------------------------------------------------------------|
 OC2769
 OC2769                          SUPERSEDED SURVEY CONTROL
 OC2769
 OC2769  ELLIP H (01/07/02)  107.23   (m)                       GP(       ) 5 1
 OC2769  NAD 83(1996)-  43 59 29.93107(N)    070 56 57.44001(W) AD(       ) 1
 OC2769  ELLIP H (07/24/97)  107.22   (m)                       GP(       ) 1 1
 OC2769  NAD 83(1992)-  43 59 29.93111(N)    070 56 57.43896(W) AD(1995.00) 1
 OC2769  ELLIP H (04/19/96)  107.23   (m)                       GP(1995.00) 3 1
 OC2769  NGVD 29 (07/19/86)  134.5    (m)          441.     (f) VERT ANG       
 OC2769
 OC2769.Superseded values are not recommended for survey control.
 OC2769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2769.See file dsdata.txt to determine how the superseded data were derived.
 OC2769
 OC2769_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ4369472792(NAD 83)
 OC2769_MARKER: DR = REFERENCE MARK DISK
 OC2769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC2769_STAMPING: AIR RM 1 1976
 OC2769_MARK LOGO: NGS   
 OC2769_MAGNETIC: N = NO MAGNETIC MATERIAL
 OC2769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC2769+STABILITY: SURFACE MOTION
 OC2769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OC2769+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2004
 OC2769
 OC2769  HISTORY     - Date     Condition        Report By
 OC2769  HISTORY     - 1976     MONUMENTED       NGS
 OC2769  HISTORY     - 19950624 GOOD             CHANCE
 OC2769  HISTORY     - 19951004 GOOD             CHANCE
 OC2769  HISTORY     - 20010524 GOOD             NGS
 OC2769  HISTORY     - 20040918 GOOD             GEOCAC
 OC2769
 OC2769                          STATION DESCRIPTION
 OC2769
 OC2769'DESCRIBED BY JE CHANCE AND ASSOCIATES 1995
 OC2769'THE STATION IS LOCATED ABOUT 3.7 KM (2.30 MI) SOUTHEAST OF FRYEBURG AT
 OC2769'THE EASTERN SLOPES REGIONAL AIRPORT.  OWNERSHIP--TOWN OF FRYEBURG,
 OC2769'NEIL MINSCHWANER - FBO, PHONE 207-935-2800 TO REACH THE STATION FROM
 OC2769'THE POST OFFICE IN FRYEBURG GO EAST ON U.S.  HWY 302 AND STATE HWY 113
 OC2769'FOR 0.32 KM (0.20 MI) TO THE JUNCTION OF STATE HWY 5 AND 113 AND U.S.
 OC2769'HWY 302.  TURN RIGHT, GO SOUTH-SOUTHEAST ON STATE HWY 5 AND 113 FOR
 OC2769'5.39 KM (3.35 MI) TO A RAILROAD CROSSING.  CONTINUE ON STATE HWY 5 AND
 OC2769'113 FOR 0.16 KM (0.10 MI) TO THE AIRPORT ROAD ON THE RIGHT. TURN RIGHT
 OC2769'AND GO WEST ON THE AIRPORT ROAD 1.5 KM (0.95 MI) TO THE AIRPORT.
 OC2769'CONTINUE NORTHEAST PAST AIRPORT OFFICE TO RUNWAY 14-32. TURN LEFT AND
 OC2769'PROCEED NORTHWEST ALONG SOUTHWEST SIDE OF RUNWAY FOR 186 M (610.2 FT)
 OC2769'TO STATION THE STATION IS A STANDARD NGS DISK SET IN THE TOP OF A
 OC2769'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. THE STATION IS
 OC2769'LOCATED 10.55 M (34.61 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF RUNWAY
 OC2769'14-32, 17.37 M (56.99 FT) WEST-NORTHWEST OF THE THIRD RUNWAY LIGHT
 OC2769'NORTH OF THE TAXIWAY, AND 10.82 M (35.50 FT) SOUTH OF THE STATION AIR
 OC2769'THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION
 OC2769'(SACS) - MAINE ANA SURVEYS 1995
 OC2769
 OC2769                          STATION RECOVERY (1995)
 OC2769
 OC2769'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MY)
 OC2769'THE STATION IS LOCATED ABOUT 3.7 KM (2.30 MI) SOUTHEAST OF FRYEBURG AT
 OC2769'THE EASTERN SLOPES REGIONAL AIRPORT.  OWNERSHIP--TOWN OF FRYEBURG,
 OC2769'NEIL MINSCHWANER - FBO, PHONE 207-935-2800  TO REACH THE STATION FROM
 OC2769'THE POST OFFICE IN FRYEBURG GO EAST ON U.S.  HWY 302 AND STATE HWY 113
 OC2769'FOR 0.32 KM (0.20 MI) TO THE JUNCTION OF STATE HWY 5 AND 113 AND U.S.
 OC2769'HWY 302.  TURN RIGHT, GO SOUTH-SOUTHEAST ON STATE HWY 5 AND 113 FOR
 OC2769'5.39 KM (3.35 MI) TO A RAILROAD CROSSING.  CONTINUE ON STATE HWY 5 AND
 OC2769'113 FOR 0.16 KM (0.10 MI) TO THE AIRPORT ROAD ON THE RIGHT.  TURN
 OC2769'RIGHT AND GO WEST ON THE AIRPORT ROAD 1.5 KM (0.95 MI) TO THE AIRPORT.
 OC2769'CONTINUE NORTHEAST PAST AIRPORT OFFICE TO RUNWAY 14-32.  TURN LEFT AND
 OC2769'PROCEED NORTHWEST ALONG SOUTHWEST SIDE OF RUNWAY FOR 186 M (610.2 FT)
 OC2769'TO STATION  THE STATION IS A STANDARD NGS DISK SET IN THE TOP OF A
 OC2769'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE STATION IS
 OC2769'LOCATED 10.55 M (34.61 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF RUNWAY
 OC2769'14-32, 17.37 M (56.99 FT) WEST-NORTHWEST OF THE THIRD RUNWAY LIGHT
 OC2769'NORTH OF THE TAXIWAY, AND 10.82 M (35.50 FT) SOUTH OF THE STATION AIR
 OC2769'THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION
 OC2769'(SACS) - MAINE ANA SURVEYS 1995
 OC2769
 OC2769                          STATION RECOVERY (2001)
 OC2769
 OC2769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (JAL)
 OC2769'THE STATION IS LOCATED ON THE EASTERN SLOPES REGIONAL AIRPORT 5.0
 OC2769'KM SOUTHEAST OF FRYEBURG, ABOUT 7.2 KM NORTH OF BROWNFIELD, AND
 OC2769'12.9 KM SOUTHWEST OF WESTBRIDGTON. OWNERSHIP--CITY OF FRYEBURG,
 OC2769'NEIL MINSCHWANER, MANAGER, PHONE 207-935-2800.  NOTE--ASK
 OC2769'PERMISSION FOR ACCESS TO THE STATION.  TO REACH FROM THE POST
 OC2769'OFFICE IN FRYEBURG GO 0.3 KM EAST ON U.S. HIGHWAY 302 / STATE
 OC2769'HIGHWAY113 TO THE JUNCTION OF STATE HIGHWAY  5,  TURN RIGHT, GO 5.6
 OC2769'KM SOUTHERLY ALONG STATE HIGHWAY 5 / 113 TO THE AIRPORT ROAD
 OC2769'(JUST PAST A RAILROAD CROSSING) TURN RIGHT, GO WEST ON AIRPORT
 OC2769'ROAD FOR 1.5 KM TO THE AIRPORT, TURN RIGHT, NORTHEAST, GO 0.3 KM
 OC2769'PASSING THE OFFICE, CROSSING AN APRON AND ALONG A TAXIWAY TO THE
 OC2769'RUNWAY, TURN LEFT, GO NORTHWEST 0.16 KM BESIDE THE RUNWAY TO THE
 OC2769'STATION.  160.0 M NORTHWEST OF THE TAXI CETERLINE, 22.1M SOUTHWEST
 OC2769'OF THE RUNWAY CENTERLINE, 10.8MSOUTH OF STATION AIR, 10.0 M
 OC2769'SOUTHWEST OF  THE RUNWAY PAVEMENT EDGE, 0.3 M BELOW THE LEVEL OF
 OC2769'THE RUNWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND.
 OC2769'NOTE--THIS IS A SECONDARY AIRPORT CONTROL STATION.
 OC2769' 
 OC2769'
 OC2769
 OC2769                          STATION RECOVERY (2004)
 OC2769
 OC2769'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 OC2769'WITH THE PERMISSION AND ASSISTANCE OF THE AIRPORT COMMISSIONER, WE
 OC2769'RECOVERED THIS MARK AT THE DESCRIBED LOCATION AND CO-ORDINATES IN GOOD
 OC2769'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2476 ***********************************************************************
 PE2476  DESIGNATION -  AIRPORT BCN AUGUSTA MUN APT
 PE2476  PID         -  PE2476
 PE2476  STATE/COUNTY-  ME/KENNEBEC
 PE2476  USGS QUAD   -  AUGUSTA (1991)
 PE2476
 PE2476                         *CURRENT SURVEY CONTROL
 PE2476  ___________________________________________________________________
 PE2476* NAD 83(1996)-  44 19 04.42749(N)    069 47 37.42360(W)     ADJUSTED  
 PE2476* NAVD 88     -                                                        
 PE2476  ___________________________________________________________________
 PE2476  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 PE2476  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 PE2476
 PE2476  HORZ ORDER  -  THIRD
 PE2476
 PE2476.The horizontal coordinates were established by classical geodetic methods
 PE2476.and adjusted by the National Geodetic Survey in March 1998..
 PE2476
 PE2476
 PE2476.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2476
 PE2476.The geoid height was determined by GEOID03.
 PE2476
 PE2476;                    North         East     Units Scale Factor Converg.
 PE2476;SPC ME W     -   165,003.001   929,750.769   MT  0.99997755   +0 15 38.0
 PE2476;UTM  19      - 4,907,488.204   436,704.211   MT  0.99964927   -0 33 16.4
 PE2476
 PE2476                          SUPERSEDED SURVEY CONTROL
 PE2476
 PE2476  NAD 83(1992)-  44 19 04.42627(N)    069 47 37.42187(W) AD(       ) 4
 PE2476  NAD 83(1986)-  44 19 04.43156(N)    069 47 37.42708(W) AD(       ) 4
 PE2476  NAD 27      -  44 19 04.18635(N)    069 47 39.26851(W) AD(       ) 3
 PE2476
 PE2476.Superseded values are not recommended for survey control.
 PE2476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2476.See file dsdata.txt to determine how the superseded data were derived.
 PE2476
 PE2476_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK3670407488(NAD 83)
 PE2476_MARKER: 21 = AIRPORT BEACON
 PE2476_MARK LOGO: NGS   
 PE2476
 PE2476  HISTORY     - Date     Condition        Report By
 PE2476  HISTORY     - 1974     FIRST OBSERVED   NGS
 PE2476  HISTORY     - 19860615 GOOD             NGS
 PE2476
 PE2476                          STATION DESCRIPTION
 PE2476
 PE2476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (RCA)
 PE2476'THE STATION, AUGUSTA MUNICIPAL AIRPORT BEACON, IS THE SMALL RED
 PE2476'LIGHT ATOP-CENTER OF THE 2 FOOT DIAMETER BEACON LIGHT WHICH IS ATOP
 PE2476'THE FLIGHT CONTROL BUILDING LOCATED AT THE MUNICIPAL AIRPORT IN
 PE2476'THE CITY OF AUGUSTA.
 PE2476
 PE2476                          STATION RECOVERY (1986)
 PE2476
 PE2476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 PE2476'THE AIRPORT BEACON IS LOCATED ON THE ROOF OF THE FLIGHT SERVICE
 PE2476'BUILDING AT THE AUGUSTA MUNICIPAL AIRPORT.  THE STATION IS THE SMALL
 PE2476'RED LIGHT ATOP-CENTER OF THE 2 FOOT (0.6 M) DIAMETER BEACON LIGHT.
 PE2476'NOTE- SEE NGS DATA G-15462 P.4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1349 ***********************************************************************
 QG1349  DESIGNATION -  AIRPORT BCN GREENVILLE AIRPORT
 QG1349  PID         -  QG1349
 QG1349  STATE/COUNTY-  ME/PISCATAQUIS
 QG1349  USGS QUAD   -  GREENVILLE (1989)
 QG1349
 QG1349                         *CURRENT SURVEY CONTROL
 QG1349  ___________________________________________________________________
 QG1349* NAD 83(1996)-  45 27 45.74813(N)    069 33 21.34211(W)     ADJUSTED  
 QG1349* NAVD 88     -                                                        
 QG1349  ___________________________________________________________________
 QG1349  LAPLACE CORR-           3.61  (seconds)                    DEFLEC99
 QG1349  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 QG1349
 QG1349  HORZ ORDER  -  THIRD
 QG1349
 QG1349.The horizontal coordinates were established by classical geodetic methods
 QG1349.and adjusted by the National Geodetic Survey in March 1998..
 QG1349
 QG1349
 QG1349.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1349
 QG1349.The geoid height was determined by GEOID03.
 QG1349
 QG1349;                    North         East     Units Scale Factor Converg.
 QG1349;SPC ME E     -   200,104.416   217,424.546   MT  0.99998381   -0 45 09.7
 QG1349;UTM  19      - 5,034,503.759   456,538.443   MT  0.99962322   -0 23 46.6
 QG1349
 QG1349                          SUPERSEDED SURVEY CONTROL
 QG1349
 QG1349  NAD 83(1992)-  45 27 45.74603(N)    069 33 21.33922(W) AD(       ) 4
 QG1349  NAD 83(1986)-  45 27 45.74900(N)    069 33 21.35093(W) AD(       ) 4
 QG1349  NAD 27      -  45 27 45.58800(N)    069 33 23.15900(W) AD(       ) 3
 QG1349
 QG1349.Superseded values are not recommended for survey control.
 QG1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1349.See file dsdata.txt to determine how the superseded data were derived.
 QG1349
 QG1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL5653834504(NAD 83)
 QG1349
 QG1349  HISTORY     - Date     Condition        Report By
 QG1349  HISTORY     - 1955     MONUMENTED       CGS
 QG1349
 QG1349                          STATION DESCRIPTION
 QG1349
 QG1349'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 QG1349'THE STATION IS LOCATED 2 MILES AIRLINE EAST AND 1/2 MILE NORTH
 QG1349'OF GREENVILLE NEAR THE AIRPORT AND WEST OF THE RUNWAYS.
 QG1349'
 QG1349'THE BEACON IS MOUNTED ON TOP OF A FOUR LEGGED STEEL STRUCTURE
 QG1349'THAT IS ABOUT 60 FEET HIGH.  IT IS 1235.8 FEET WEST SOUTHWEST OF
 QG1349'TRIANGULATION STATION GREENVILLE AIRPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0707 ***********************************************************************
 RE0707  DESIGNATION -  AIRPORT BCN HOULTON INTL APT
 RE0707  PID         -  RE0707
 RE0707  STATE/COUNTY-  ME/AROOSTOOK
 RE0707  USGS QUAD   -  HOULTON SOUTH (1984)
 RE0707
 RE0707                         *CURRENT SURVEY CONTROL
 RE0707  ___________________________________________________________________
 RE0707* NAD 83(1996)-  46 06 46.18025(N)    067 46 53.29106(W)     ADJUSTED  
 RE0707* NAVD 88     -                                                        
 RE0707  ___________________________________________________________________
 RE0707  LAPLACE CORR-           3.63  (seconds)                    DEFLEC99
 RE0707  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 RE0707
 RE0707  HORZ ORDER  -  THIRD
 RE0707
 RE0707.The horizontal coordinates were established by classical geodetic methods
 RE0707.and adjusted by the National Geodetic Survey in March 1998..
 RE0707
 RE0707
 RE0707.The Laplace correction was computed from DEFLEC99 derived deflections.
 RE0707
 RE0707.The geoid height was determined by GEOID03.
 RE0707
 RE0707;                    North         East     Units Scale Factor Converg.
 RE0707;SPC ME E     -   272,064.791   355,540.874   MT  0.99993791   +0 31 04.3
 RE0707;UTM  19      - 5,107,305.248   594,161.388   MT  0.99970899   +0 52 41.8
 RE0707
 RE0707                          SUPERSEDED SURVEY CONTROL
 RE0707
 RE0707  NAD 83(1992)-  46 06 46.17797(N)    067 46 53.29183(W) AD(       ) 4
 RE0707  NAD 83(1986)-  46 06 46.18249(N)    067 46 53.31709(W) AD(       ) 4
 RE0707  NAD 27      -  46 06 45.98800(N)    067 46 55.26100(W) AD(       ) 3
 RE0707
 RE0707.Superseded values are not recommended for survey control.
 RE0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0707.See file dsdata.txt to determine how the superseded data were derived.
 RE0707
 RE0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM9416107305(NAD 83)
 RE0707
 RE0707  HISTORY     - Date     Condition        Report By
 RE0707  HISTORY     - 1959     MONUMENTED       CGS
 RE0707
 RE0707                          STATION DESCRIPTION
 RE0707
 RE0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (HRL)
 RE0707'STATION IS LOCATED ON TOP OF HOVEY HILL WHICH IS ABOUT 3 MILES
 RE0707'EAST-SOUTHEAST OF HOULTON AND AT THE EXTREME SOUTHEAST CORNER
 RE0707'OF THE HOULTON INTERNATIONAL AIRPORT.  STATION IS OF STEEL
 RE0707'CONSTRUCTION ABOUT 60 FEET HIGH, PAINTED RED AND WHITE AND HAS
 RE0707'A GREEN AND AMBER REVOLVING LIGHT ON TOP.  THE POINT INTERSECTED
 RE0707'WAS THE GREEN REVOLVING LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2135 ***********************************************************************
 OC2135  DESIGNATION -  AIRPORT BCN SANFORD APT
 OC2135  PID         -  OC2135
 OC2135  STATE/COUNTY-  ME/YORK
 OC2135  USGS QUAD   -  ALFRED (1983)
 OC2135
 OC2135                         *CURRENT SURVEY CONTROL
 OC2135  ___________________________________________________________________
 OC2135* NAD 83(1996)-  43 23 54.69800(N)    070 43 08.20780(W)     ADJUSTED  
 OC2135* NAVD 88     -                                                        
 OC2135  ___________________________________________________________________
 OC2135  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 OC2135  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 OC2135
 OC2135  HORZ ORDER  -  THIRD
 OC2135
 OC2135.The horizontal coordinates were established by classical geodetic methods
 OC2135.and adjusted by the National Geodetic Survey in March 1998..
 OC2135
 OC2135
 OC2135.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2135
 OC2135.The geoid height was determined by GEOID03.
 OC2135
 OC2135;                    North         East     Units Scale Factor Converg.
 OC2135;SPC ME W     -    62,936.272   855,260.151   MT  0.99999128   -0 22 46.1
 OC2135;UTM  19      - 4,806,507.005   360,799.203   MT  0.99983835   -1 10 52.4
 OC2135
 OC2135                          SUPERSEDED SURVEY CONTROL
 OC2135
 OC2135  NAD 83(1992)-  43 23 54.69627(N)    070 43 08.20907(W) AD(       ) 4
 OC2135  NAD 83(1986)-  43 23 54.70117(N)    070 43 08.21605(W) AD(       ) 4
 OC2135  NAD 27      -  43 23 54.39829(N)    070 43 10.00936(W) AD(       ) 3
 OC2135
 OC2135.Superseded values are not recommended for survey control.
 OC2135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2135.See file dsdata.txt to determine how the superseded data were derived.
 OC2135
 OC2135_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ6079906507(NAD 83)
 OC2135_MARKER: 21 = AIRPORT BEACON
 OC2135_MARK LOGO: NGS   
 OC2135
 OC2135  HISTORY     - Date     Condition        Report By
 OC2135  HISTORY     - 1976     FIRST OBSERVED   NGS
 OC2135  HISTORY     - 19891030 GOOD             NGS
 OC2135
 OC2135                          STATION DESCRIPTION
 OC2135
 OC2135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2135'THE STATION IS THE 25 FOOT HIGH BEACON LOCATED ON A GRAVEL
 OC2135'RIDGE ABOUT 0.25 MILE WEST OF THE SANFORD AIRPORT TERMINAL.
 OC2135'THE BEACON IS FOUR-LEGGED, RED AND WHITE IN COLOR AND HAS
 OC2135'A ROTATING LIGHT ON TOP.  IT WAS CONNECTED BY TRAVERSE
 OC2135'TO STATION SANFORD.  THE DISTANCE BEING 10.67 METERS.
 OC2135
 OC2135                          STATION RECOVERY (1989)
 OC2135
 OC2135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 OC2135'THE STATION IS LOCATED ON THE EAST SLOPE OF A SMALL STEEP HILL WEST OF
 OC2135'THE NORTHWEST CORNER OF THE AIRPORT.  IT IS ABOUT 1500 FT (457.2 M)
 OC2135'SOUTHWEST OF RWY END 14.  THE STATION IS THE CENTER OF THE 36 INCH
 OC2135'GREEN AND WHITE BEACON LIGHT WHICH IS THE CURRENT AIRPORT BEACON.
 OC2135'THERE IS A SMALL FOUR-LAMP BEACON MOUNTED ON THE SW CORNER OF THE
 OC2135'CATWALK RAILING WHICH IS USED AS A BACKUP.  THE POINT OBSERVED BY THIS
 OC2135'PARTY WITH GOOD RESULTS WAS THE SPINDLE BENEATH THE 36 INCH LIGHT. THE
 OC2135'NGS POSITION IS IN G-15821 ON SHEET 18. RECOVERED AND DESCRIBED BY DAH
 OC2135'10/89
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2497 ***********************************************************************
 PE2497  DESIGNATION -  AIRPORT BCN WATERVILLE APT
 PE2497  PID         -  PE2497
 PE2497  STATE/COUNTY-  ME/KENNEBEC
 PE2497  USGS QUAD   -  WATERVILLE (1982)
 PE2497
 PE2497                         *CURRENT SURVEY CONTROL
 PE2497  ___________________________________________________________________
 PE2497* NAD 83(1996)-  44 32 19.29631(N)    069 40 27.91477(W)     ADJUSTED  
 PE2497* NAVD 88     -                                                        
 PE2497  ___________________________________________________________________
 PE2497  LAPLACE CORR-           2.21  (seconds)                    DEFLEC99
 PE2497  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 PE2497
 PE2497  HORZ ORDER  -  THIRD
 PE2497
 PE2497.The horizontal coordinates were established by classical geodetic methods
 PE2497.and adjusted by the National Geodetic Survey in March 1998..
 PE2497
 PE2497
 PE2497.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2497
 PE2497.The geoid height was determined by GEOID03.
 PE2497
 PE2497;                    North         East     Units Scale Factor Converg.
 PE2497;SPC ME W     -   189,587.493   939,120.904   MT  0.99998548   +0 20 42.9
 PE2497;UTM  19      - 4,931,928.345   446,420.516   MT  0.99963530   -0 28 23.0
 PE2497
 PE2497                          SUPERSEDED SURVEY CONTROL
 PE2497
 PE2497  NAD 83(1992)-  44 32 19.29493(N)    069 40 27.91116(W) AD(       ) 4
 PE2497  NAD 83(1986)-  44 32 19.30016(N)    069 40 27.91852(W) AD(       ) 4
 PE2497  NAD 27      -  44 32 19.05915(N)    069 40 29.74975(W) AD(       ) 3
 PE2497
 PE2497.Superseded values are not recommended for survey control.
 PE2497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2497.See file dsdata.txt to determine how the superseded data were derived.
 PE2497
 PE2497_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK4642131928(NAD 83)
 PE2497_MARKER: 21 = AIRPORT BEACON
 PE2497
 PE2497  HISTORY     - Date     Condition        Report By
 PE2497  HISTORY     - 1974     FIRST OBSERVED   NGS
 PE2497
 PE2497                          STATION DESCRIPTION
 PE2497
 PE2497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (RCA)
 PE2497'THE STATION, WATERVILLE MUNICIPAL AIRPORT BEACON, IS THE LIGHT
 PE2497'ATOP-CENTER OF THE ROTATING BEACON WHICH IS LOCATED ON A 104 FOOT
 PE2497'STEEL TOWER BELONGING TO THE WATERVILLE MUNICIPAL AIRPORT IN THE
 PE2497'TOWN OF WATERVILLE.  THE TOWER IS 247 FEET EAST SOUTH EAST OF
 PE2497'CENTERLINE AIRPORT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1168 ***********************************************************************
 PF1168  DESIGNATION -  ALBANY
 PF1168  PID         -  PF1168
 PF1168  STATE/COUNTY-  ME/OXFORD
 PF1168  USGS QUAD   -  EAST STONEHAM (1970)
 PF1168
 PF1168                         *CURRENT SURVEY CONTROL
 PF1168  ___________________________________________________________________
 PF1168* NAD 83(1996)-  44 20 25.91531(N)    070 47 00.30835(W)     ADJUSTED  
 PF1168* NAVD 88     -       208.7    (meters)     685.     (feet)  VERTCON   
 PF1168  ___________________________________________________________________
 PF1168  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 PF1168  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 PF1168
 PF1168  HORZ ORDER  -  SECOND
 PF1168
 PF1168.The horizontal coordinates were established by classical geodetic methods
 PF1168.and adjusted by the National Geodetic Survey in March 1998..
 PF1168
 PF1168.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF1168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF1168
 PF1168.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1168
 PF1168.The geoid height was determined by GEOID03.
 PF1168
 PF1168;                    North         East     Units Scale Factor Converg.
 PF1168;SPC ME W     -   167,635.511   850,818.068   MT  0.99999640   -0 25 51.9
 PF1168;UTM  19      - 4,911,242.761   357,835.742   MT  0.99984856   -1 14 48.0
 PF1168
 PF1168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1168!SPC ME W     -   0.99997147  x   0.99999640  =   0.99996787
 PF1168!UTM  19      -   0.99997147  x   0.99984856  =   0.99982003
 PF1168
 PF1168|---------------------------------------------------------------------|
 PF1168| PID    Reference Object                     Distance      Geod. Az  |
 PF1168|                                                           dddmmss.s |
 PF1168| CE7733 ALBANY RM 1                          10.476 METERS 13954     |
 PF1168| PF1167 4 JEM                               APPROX. 0.6 KM 1440134.9 |
 PF1168| PF1169 ALBANY RM 2                           8.365 METERS 30656     |
 PF1168|---------------------------------------------------------------------|
 PF1168
 PF1168                          SUPERSEDED SURVEY CONTROL
 PF1168
 PF1168  NAD 83(1992)-  44 20 25.91557(N)    070 47 00.30893(W) AD(       ) 2
 PF1168  NAD 83(1986)-  44 20 25.92329(N)    070 47 00.31158(W) AD(       ) 2
 PF1168  NAD 27      -  44 20 25.67828(N)    070 47 02.06606(W) AD(       ) 2
 PF1168  NGVD 29 (07/19/86)  208.9    (m)          685.     (f) VERT ANG       
 PF1168
 PF1168.Superseded values are not recommended for survey control.
 PF1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1168.See file dsdata.txt to determine how the superseded data were derived.
 PF1168
 PF1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK5783611243(NAD 83)
 PF1168_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PF1168_SETTING: 66 = SET IN ROCK OUTCROP
 PF1168
 PF1168  HISTORY     - Date     Condition        Report By
 PF1168  HISTORY     - 1976     MONUMENTED       NGS
 PF1168
 PF1168                          STATION DESCRIPTION
 PF1168
 PF1168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 PF1168'THE STATION IS ABOUT 4.5 MILES SOUTH OF BETHEL AND IS LOCATED
 PF1168'ALONG STATE HIGHWAY 5 RIGHT-OF-WAY.
 PF1168'
 PF1168'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 5 AND
 PF1168'35 ABOUT 5.5 MILES SOUTH OF BETHEL, GO NORTH ON STATE HIGHWAY
 PF1168'5 FOR 1.0 MILE TO THE AZIMUTH MARK, 4 JEM USGS, ON THE RIGHT.
 PF1168'CONTINUE NORTH ON STATE HIGHWAY 5 FOR 0.25 MILE TO A DRIVEWAY
 PF1168'ON THE RIGHT AND WHERE THE HIGHWAY STARTS UPHILL
 PF1168'CONTINUE 0.05 MILE TO THE STATION ON THE RIGHT.
 PF1168'
 PF1168'STATION MARK, STAMPED---ALBANY 1976---, IS A STANDARD DISK
 PF1168'CEMENTED IN A DRILL HOLE IN AN EXPOSED LEDGE OF BEDROCK. IT IS
 PF1168'42.5 FEET EAST-NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 5.
 PF1168'
 PF1168'REFERENCE MARK 1, STAMPED---ALBANY NO 1 1976---, IS A STANDARD
 PF1168'DISK CEMENTED IN A DRILL HOLE IN A BURIED BOULDER THAT PROJECTS
 PF1168'1 FOOT ABOVE THE GROUND. IT IS 47.0 FEET EAST-NORTHEAST OF THE
 PF1168'CENTERLINE OF THE HIGHWAY AND IS ABOUT 2 FEET HIGHER THAN THE
 PF1168'STATION.
 PF1168'
 PF1168'REFERENCE MARK 2, STAMPED---ALBANY NO 2 1976---, IS A STANDARD
 PF1168'DISK CEMENTED IN A DRILL HOLE IN A BURIED BOULDER THAT IS FLUSH
 PF1168'WITH THE GROUND. IT IS 31.5 FEET EAST-NORTHEAST OF THE
 PF1168'CENTERLINE OF THE HIGHWAY AND IS ABOUT 4 FEET LOWER IN
 PF1168'ELEVATION THAN THE STATION.
 PF1168'
 PF1168'AZIMUTH MARK, STAMPED---4 JEM 1965 665---, IS A U.S.
 PF1168'GEOLOGICAL SURVEY BENCH MARK
 PF1168'DISK THAT IS CEMENTED IN A DRILL HOLE IN A 4 BY 5 FOOT
 PF1168'BOULDER. IT IS 71.0 FEET SOUTHEAST OF A POWERLINE POLE IN FRONT
 PF1168'OF A HOUSE, 29.0 FEET EAST OF THE CENTER LINE OF THE HIGHWAY
 PF1168'AND IS ABOUT 4 FEET HIGHER THAN THE HIGHWAY.
 PF1168'
 PF1168'THE HEIGHT OF LIGHT ABOVE THE STATION WAS 1.4 METERS.
 PF1168'
 PF1168'DESCRIBED BY G.E. NELSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1709 ***********************************************************************
 PE1709  DESIGNATION -  ALDER
 PE1709  PID         -  PE1709
 PE1709  STATE/COUNTY-  ME/HANCOCK
 PE1709  USGS QUAD   -  SULLIVAN (1982)
 PE1709
 PE1709                         *CURRENT SURVEY CONTROL
 PE1709  ___________________________________________________________________
 PE1709* NAD 83(1996)-  44 36 51.15732(N)    068 13 45.64858(W)     ADJUSTED  
 PE1709* NAVD 88     -        62.     (meters)     203.     (feet)  SCALED    
 PE1709  ___________________________________________________________________
 PE1709  LAPLACE CORR-           3.86  (seconds)                    DEFLEC99
 PE1709  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 PE1709
 PE1709  HORZ ORDER  -  THIRD
 PE1709
 PE1709.The horizontal coordinates were established by classical geodetic methods
 PE1709.and adjusted by the National Geodetic Survey in March 1998..
 PE1709
 PE1709.The orthometric height was scaled from a topographic map.
 PE1709
 PE1709.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1709
 PE1709.The geoid height was determined by GEOID03.
 PE1709
 PE1709;                    North         East     Units Scale Factor Converg.
 PE1709;SPC ME E     -   105,311.409   321,480.718   MT  0.99990567   +0 11 24.3
 PE1709;UTM  19      - 4,940,384.334   561,145.499   MT  0.99964598   +0 32 28.6
 PE1709
 PE1709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1709!SPC ME E     -   0.99999413  x   0.99990567  =   0.99989980
 PE1709!UTM  19      -   0.99999413  x   0.99964598  =   0.99964011
 PE1709
 PE1709                          SUPERSEDED SURVEY CONTROL
 PE1709
 PE1709  NAD 83(1992)-  44 36 51.15693(N)    068 13 45.65224(W) AD(       ) 3
 PE1709  NAD 83(1986)-  44 36 51.15554(N)    068 13 45.65701(W) AD(       ) 3
 PE1709  NAD 27      -  44 36 50.87900(N)    068 13 47.62000(W) AD(       ) 3
 PE1709
 PE1709.Superseded values are not recommended for survey control.
 PE1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1709.See file dsdata.txt to determine how the superseded data were derived.
 PE1709
 PE1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK6114540384(NAD 83)
 PE1709_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE1709+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2004
 PE1709
 PE1709  HISTORY     - Date     Condition        Report By
 PE1709  HISTORY     - 1945     MONUMENTED       CGS
 PE1709  HISTORY     - 1978     GOOD             NGS
 PE1709  HISTORY     - 20041103 GOOD             PATRIO
 PE1709
 PE1709                          STATION DESCRIPTION
 PE1709
 PE1709'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (FLP)
 PE1709'TO REACH STATION ALDER FROM FRANKLIN GO NORTHEAST 0.9 MILES ON
 PE1709'ROUTE 182 TO A CEMETERY.
 PE1709'
 PE1709'TURN LEFT AT CEMETERY AND GO NORTHWEST ON ROAD LEADING TO
 PE1709'GEORGES POND 1.8 MILES TO A TRAIL LEADING EAST.  FOLLOW TRAIL
 PE1709'APPROXIMATELY 300 METERS TO STATION.
 PE1709
 PE1709                          STATION RECOVERY (1978)
 PE1709
 PE1709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 PE1709'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 PE1709'CONDITION.  THE DISK FOR REFERENCE MARK 1 HAD BEEN REMOVED FROM THE
 PE1709'DRILL HOLE.  REFERENCE MARK 3 WAS SET IN THE SAME DRILL HOLE.  THE
 PE1709'DISTANCE AND DIRECTION CHECKED THE 1945 WORK.  A NEW DESCRIPTION
 PE1709'FOLLOWS.
 PE1709'
 PE1709'THE STATION IS LOCATED ABOUT 2.5 MILES NORTHEAST OF FRANKLIN.  IT IS
 PE1709'IN A CLEARED FIELD THAT IS ALSO A BLUEBERRY PATCH.
 PE1709'
 PE1709'TO REACH THE STATION FROM THE POST OFFICE IN FRANKLIN, GO NORTHEAST
 PE1709'ON STATE HIGHWAY 182 FOR 0.9 MILE TO A SIDE ROAD LEFT AT THE EAST SIDE
 PE1709'OF A CEMETERY.  TURN LEFT AND GO NORTH ON A PAVED ROAD FOR 1.85 MILES
 PE1709'TO POWERLINE POLE NUMBER 34 ON THE RIGHT AND THE END OF TRUCK
 PE1709'TRAVEL.  PACK EAST ACROSS BLUEBERRY FIELD FOR ABOUT 180 PACES TO THE
 PE1709'HIGHEST PART OF FIELD AND THE STATION.
 PE1709'
 PE1709'THE STATION MARK STAMPED---ALDER 1945---IS A STANDARD DISK CEMENTED
 PE1709'IN A DRILL HOLE IN A 6 BY 6 FOOT BOULDER THAT PROJECTS 2.5 FEET.  IT
 PE1709'IS 230 FEET EAST OF A 24-INCH PINE TREE.
 PE1709'
 PE1709'REFERENCE MARK 2 STAMPED---ALDER NO 2 1945---IS A STANDARD DISK
 PE1709'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 3 FEET ON THE
 PE1709'WEST END.
 PE1709'
 PE1709'REFERENCE MARK 3 STAMPED---ALDER 1945 NO 3 1978---IS A STANDARD DISK
 PE1709'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 2 FEET.  IT IS
 PE1709'194 FEET EAST OF THE 24-INCH PINE TREE.
 PE1709'
 PE1709'NO SUITABLE LOCATION FOR A AZIMUTH MARK.
 PE1709
 PE1709                          STATION RECOVERY (2004)
 PE1709
 PE1709'RECOVERY NOTE BY PATRIOT LAND SURVEYORS 2004 (JBC)
 PE1709'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1160 ***********************************************************************
 PF1160  DESIGNATION -  ALECK
 PF1160  PID         -  PF1160
 PF1160  STATE/COUNTY-  ME/OXFORD
 PF1160  USGS QUAD   -  CENTER LOVELL (1963)
 PF1160
 PF1160                         *CURRENT SURVEY CONTROL
 PF1160  ___________________________________________________________________
 PF1160* NAD 83(1996)-  44 07 45.98246(N)    070 53 35.69120(W)     ADJUSTED  
 PF1160* NAVD 88     -       159.3    (meters)     523.     (feet)  VERTCON   
 PF1160  ___________________________________________________________________
 PF1160  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 PF1160  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 PF1160
 PF1160  HORZ ORDER  -  SECOND
 PF1160
 PF1160.The horizontal coordinates were established by classical geodetic methods
 PF1160.and adjusted by the National Geodetic Survey in March 1998..
 PF1160
 PF1160.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF1160.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF1160
 PF1160.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1160
 PF1160.The geoid height was determined by GEOID03.
 PF1160
 PF1160;                    North         East     Units Scale Factor Converg.
 PF1160;SPC ME W     -   144,252.076   841,852.446   MT  1.00000823   -0 30 21.3
 PF1160;UTM  19      - 4,887,992.255   348,540.066   MT  0.99988214   -1 19 06.5
 PF1160
 PF1160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1160!SPC ME W     -   0.99997930  x   1.00000823  =   0.99998753
 PF1160!UTM  19      -   0.99997930  x   0.99988214  =   0.99986144
 PF1160
 PF1160|---------------------------------------------------------------------|
 PF1160| PID    Reference Object                     Distance      Geod. Az  |
 PF1160|                                                           dddmmss.s |
 PF1160| CE7736 ALECK RM 1                            9.516 METERS 12959     |
 PF1160| PF1148 SMART                               APPROX. 3.1 KM 1643918.4 |
 PF1160| CE7737 ALECK RM 2                            9.047 METERS 23053     |
 PF1160|---------------------------------------------------------------------|
 PF1160
 PF1160                          SUPERSEDED SURVEY CONTROL
 PF1160
 PF1160  NAD 83(1992)-  44 07 45.98294(N)    070 53 35.69299(W) AD(       ) 2
 PF1160  NAD 83(1986)-  44 07 45.99095(N)    070 53 35.69659(W) AD(       ) 2
 PF1160  NAD 27      -  44 07 45.74601(N)    070 53 37.45401(W) AD(       ) 2
 PF1160  NGVD 29 (07/19/86)  159.4    (m)          523.     (f) VERT ANG       
 PF1160
 PF1160.Superseded values are not recommended for survey control.
 PF1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1160.See file dsdata.txt to determine how the superseded data were derived.
 PF1160
 PF1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ4854087992(NAD 83)
 PF1160_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PF1160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PF1160_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PF1160
 PF1160  HISTORY     - Date     Condition        Report By
 PF1160  HISTORY     - 1976     MONUMENTED       NGS
 PF1160
 PF1160                          STATION DESCRIPTION
 PF1160
 PF1160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 PF1160'THE STATION IS LOCATED IN LOVELL, IN A FIELD ON THE SOUTH-
 PF1160'EAST SLOPE OF CHRISTIAN HILL AND ON PROPERTY OWNED BY MRS.
 PF1160'ELIZABETH J. SCHAUDEL, ROUTE 5, LOVELL, MAINE, 04051.
 PF1160'TELEPHONE NUMBER 207-925-2061.
 PF1160'
 PF1160'TO REACH THE STATION FROM THE POST OFFICE IN LOVELL, GO NORTH
 PF1160'ON STATE HIGHWAY 5 FOR 0.25 MILE TO A FIELD ON THE LEFT
 PF1160'AND THE END OF TRUCK TRAVEL. FROM HERE PACK WESTERLY FOR 0.2
 PF1160'MILE TO THE STATION ABOUT 160 PACES NORTHWEST OF A WHITE BARN.
 PF1160'
 PF1160'THE STATION MARKS ARE STANDARD DISKS STAMPED---ALECK 1976---.
 PF1160'THE SURFACE MARK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 PF1160'CONCRETE MONUMENT THAT IS FLUSH WITH GROUND.  IT IS 2 FEET
 PF1160'NORTH OF A METAL WITNESS POST.  THE SUBSURFACE MARK IS SET IN
 PF1160'AN IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW THE
 PF1160'GROUND SURFACE.
 PF1160'
 PF1160'REFERENCE MARK 1 ,STAMPED---ALECK NO 1 1976---, IS A STANDARD
 PF1160'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 PF1160'THAT IS 1 INCH BELOW THE GROUND SURFACE. IT IS 30.5 FEET
 PF1160'SOUTHEAST OF THE METAL WITNESS POST AND IS ABOUT THE SAME
 PF1160'ELEVATION AS THE STATION.
 PF1160'
 PF1160'REFERENCE MARK 2 , STAMPED---ALECK NO 2 1976---, IS A STANDARD
 PF1160'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 PF1160'THAT IS FLUSH WITH THE GROUND. IT IS 28.5
 PF1160'FEET SOUTHWEST OF THE METAL WITNESS POST AND IS ABOUT THE
 PF1160'SAME ELEVATION AS THE STATION.
 PF1160'
 PF1160'STATION SMART WILL SERVE AS THE AZIMUTH MARK.
 PF1160'
 PF1160'DESCRIBED BY G.E. NELSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2081 ***********************************************************************
 OC2081  DESIGNATION -  ALEWIFE
 OC2081  PID         -  OC2081
 OC2081  STATE/COUNTY-  ME/YORK
 OC2081  USGS QUAD   -  KENNEBUNK (1983)
 OC2081
 OC2081                         *CURRENT SURVEY CONTROL
 OC2081  ___________________________________________________________________
 OC2081* NAD 83(1996)-  43 26 59.52999(N)    070 37 22.45186(W)     ADJUSTED  
 OC2081* NAVD 88     -        60.9    (meters)     200.     (feet)  VERTCON   
 OC2081  ___________________________________________________________________
 OC2081  LAPLACE CORR-           2.98  (seconds)                    DEFLEC99
 OC2081  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 OC2081
 OC2081  HORZ ORDER  -  SECOND
 OC2081
 OC2081.The horizontal coordinates were established by classical geodetic methods
 OC2081.and adjusted by the National Geodetic Survey in March 1998..
 OC2081
 OC2081.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2081
 OC2081.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2081
 OC2081.The geoid height was determined by GEOID03.
 OC2081
 OC2081;                    North         East     Units Scale Factor Converg.
 OC2081;SPC ME W     -    68,593.216   863,071.792   MT  0.99998343   -0 18 49.6
 OC2081;UTM  19      - 4,812,053.137   368,687.993   MT  0.99981210   -1 06 58.5
 OC2081
 OC2081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2081!SPC ME W     -   0.99999462  x   0.99998343  =   0.99997805
 OC2081!UTM  19      -   0.99999462  x   0.99981210  =   0.99980672
 OC2081
 OC2081|---------------------------------------------------------------------|
 OC2081| PID    Reference Object                     Distance      Geod. Az  |
 OC2081|                                                           dddmmss.s |
 OC2081| CE7185 ALEWIFE RM 1                         13.564 METERS 18054     |
 OC2081| OC2126 ALEWIFE AZ MK                       408.710 METERS 3061948.2 |
 OC2081| OC2125 ALEWIFE AZ MK A PT                  390.482 METERS 30904     |
 OC2081| OC2082 ALEWIFE 1976 A PT                    25.481 METERS 33544     |
 OC2081|---------------------------------------------------------------------|
 OC2081
 OC2081                          SUPERSEDED SURVEY CONTROL
 OC2081
 OC2081  NAD 83(1992)-  43 26 59.52847(N)    070 37 22.45326(W) AD(       ) 2
 OC2081  NAD 83(1986)-  43 26 59.53470(N)    070 37 22.45947(W) AD(       ) 2
 OC2081  NAD 27      -  43 26 59.23309(N)    070 37 24.26318(W) AD(       ) 2
 OC2081  NGVD 29 (07/19/86)   61.1    (m)          200.     (f) VERT ANG       
 OC2081
 OC2081.Superseded values are not recommended for survey control.
 OC2081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2081.See file dsdata.txt to determine how the superseded data were derived.
 OC2081
 OC2081_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ6868812053(NAD 83)
 OC2081_MARKER: DS = TRIANGULATION STATION DISK
 OC2081_SETTING: 66 = SET IN ROCK OUTCROP
 OC2081
 OC2081  HISTORY     - Date     Condition        Report By
 OC2081  HISTORY     - 1976     MONUMENTED       NGS
 OC2081
 OC2081                          STATION DESCRIPTION
 OC2081
 OC2081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2081'THE STATION IS LOCATED 3.25 MILES NORTHEAST OF ESTES LAKE, 3.5
 OC2081'MILES NORTHWEST OF WEST KENNEBUNK, AND 4 MILES SOUTH-SOUTHEAST
 OC2081'OF KENNEBUNK POND.
 OC2081'
 OC2081'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 111
 OC2081'AND 35 ABOUT 6 MILES EAST OF ALFRED, PROCEED SOUTHERLY ON STATE
 OC2081'ROUTE 35 FOR 1.6 MILES TO THE ARUNDEL-LYMAN TOWNLINE. STAY ON
 OC2081'STATE ROUTE 35 PROCEEDING SOUTHERLY FOR 0.1 MILE TO THE
 OC2081'ARUNDEL-KENNEBUNK TOWNLINE.  CONTINUE ON STATE ROUTE 35
 OC2081'SOUTHERLY FOR 0.2 MILE TO THE JUNCTION OF ALEWIFE ROAD
 OC2081'ON THE RIGHT.  CONTINUE ON STATE ROUTE 35 FOR 0.1 MILE
 OC2081'TO A SHARP CURVE TO THE LEFT AND JUNCTION OF A SIDE ROAD
 OC2081'RIGHT.  TURN RIGHT, PROCEED ON THE SIDE ROAD FOR 0.1 MILE
 OC2081'TO A FORK IN THE ROAD, TURN RIGHT, PROCEED WESTERLY FOR
 OC2081'0.6 MILE TO A SIDE ROAD LEFT.   TURN LEFT, PROCEED SOUTHERLY
 OC2081'FOR 0.35 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 OC2081'
 OC2081'THE STATION IS A STANDARD DISK STAMPED-ALEWIFE 1976-
 OC2081'SET IN A DRILL HOLE IN A DEPRESSION IN BEDROCK WHICH IS
 OC2081'FLUSH WITH THE GROUND.  THERE IS NO UNDERGROUND MARK.  IT
 OC2081'IS 3 FEET EAST OF A METAL WITNESS POST, 28.8 FEET WEST-NORTHWEST
 OC2081'OF CENTERLINE OF THE ROAD, 36.0 FEET SOUTH-SOUTHEAST
 OC2081'OF CENTERLINE DEAD-END ROAD TO TWO FARM HOUSES, 45.4 FEET WEST
 OC2081'OF POWER POLE 79-78-13.
 OC2081'
 OC2081'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK STAMPED-
 OC2081'ALEWIFE NO 1 1976-SET IN A DRILL HOLE OIN BEDROCK FLUSH WITH
 OC2081'THE GROUND.  IT IS 4.8 FEET EAST OF A METAL WITNESS POST,
 OC2081'11.9 FEET NORTHEAST OF A 6-INCH ELM TREE, 21.0 FEET WEST-NORTHWEST
 OC2081'OF CENTERLINE OF THE ROAD, 69.7 FEET SOUTHWEST OF POWER POLE
 OC2081'79-78-13.
 OC2081'
 OC2081'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED-
 OC2081'ALEWIFE AZ 1976-SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OC2081'POST THAT IS FLUSH WITH THE TOP OF THE GROUND.  IT IS 2.5 FEET SOUTH
 OC2081'OF A METAL WITNESS POST, 7.3 FEET EAST OF POWER POLE 9/7, 17.0 FEET
 OC2081'NORTH-NORTHEAST OF CENTERLINE OF THE DEAD-END ROAD TO TWO FARMS.
 OC2081'
 OC2081'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED WEST-NORTHWEST
 OC2081'ALONG DEAD-END ROAD TO TWO FARMS FOR 0.2 MILE TO AZIMUTH MARK ON
 OC2081'THE RIGHT AS DESCRIBED.
 OC2081'
 OC2081'ONLY ONE REFERENCE MARK WAS ERSTABLISHED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0217 ***********************************************************************
 PE0217  DESIGNATION -  ALFA
 PE0217  PID         -  PE0217
 PE0217  STATE/COUNTY-  ME/HANCOCK
 PE0217  USGS QUAD   -  WINTER HARBOR (1985)
 PE0217
 PE0217                         *CURRENT SURVEY CONTROL
 PE0217  ___________________________________________________________________
 PE0217* NAD 83(1986)-  44 24 15.     (N)    068 00 49.     (W)     SCALED    
 PE0217* NAVD 88     -         5.266  (meters)      17.28   (feet)  ADJUSTED  
 PE0217  ___________________________________________________________________
 PE0217  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 PE0217  DYNAMIC HT  -           5.266 (meters)      17.28  (feet)  COMP
 PE0217  MODELED GRAV-     980,563.9   (mgal)                       NAVD 88
 PE0217
 PE0217  VERT ORDER  -  SECOND    CLASS 0
 PE0217
 PE0217.The horizontal coordinates were scaled from a topographic map and have
 PE0217.an estimated accuracy of +/- 6 seconds.
 PE0217
 PE0217.The orthometric height was determined by differential leveling
 PE0217.and adjusted by the National Geodetic Survey in June 1991..
 PE0217
 PE0217.The geoid height was determined by GEOID03.
 PE0217
 PE0217.The dynamic height is computed by dividing the NAVD 88
 PE0217.geopotential number by the normal gravity value computed on the
 PE0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0217.degrees latitude (g = 980.6199 gals.).
 PE0217
 PE0217.The modeled gravity was interpolated from observed gravity values.
 PE0217
 PE0217;                    North         East    Units  Estimated Accuracy
 PE0217;SPC ME E     -    82,050.      338,740.      MT  (+/- 180 meters Scaled)
 PE0217
 PE0217                          SUPERSEDED SURVEY CONTROL
 PE0217
 PE0217  NGVD 29 (??/??/92)    5.464  (m)           17.93   (f) ADJ UNCH    2 0
 PE0217
 PE0217.Superseded values are not recommended for survey control.
 PE0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0217.See file dsdata.txt to determine how the superseded data were derived.
 PE0217
 PE0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK785172(NAD 83)
 PE0217_MARKER: B = BOLT
 PE0217_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE0217_SP_SET: ANTENNA BASE
 PE0217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE0217
 PE0217  HISTORY     - Date     Condition        Report By
 PE0217  HISTORY     - UNK      MONUMENTED       CGS
 PE0217  HISTORY     - 1966     GOOD             NGS
 PE0217  HISTORY     - 1979     MARK NOT FOUND   USGS
 PE0217
 PE0217                          STATION DESCRIPTION
 PE0217
 PE0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0217'0.8 MI SE FROM PROSPECT HARBOR.
 PE0217'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 195 FROM THE POST OFFICE
 PE0217'AT PROSPECT HARBOR, THENCE 0.6 MILE SOUTHEAST ALONG A BLACK
 PE0217'TOPPED ROAD, AT THE U.S. NAVY TRACKING STATION, SET IN THE TOP
 PE0217'OF A 3 FOOT ROUND CONCRETE BASE WHICH FORMERLY WAS AN ANCHOR FOR
 PE0217'ANTENNA, 50 FEET WEST OF THE NORTHWEST CORNER OF THE MAIN
 PE0217'CONCRETE BLOCK BUILDING, 10.3 FEET SOUTHWEST OF THE SOUTHEAST
 PE0217'CORNER OF A WOODEN BUILDING, AND ABOUT LEVEL WITH THE GROUND.
 PE0217
 PE0217                          STATION RECOVERY (1979)
 PE0217
 PE0217'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PE0217'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2130 ***********************************************************************
 OC2130  DESIGNATION -  ALFRED
 OC2130  PID         -  OC2130
 OC2130  STATE/COUNTY-  ME/YORK
 OC2130  USGS QUAD   -  ALFRED (1983)
 OC2130
 OC2130                         *CURRENT SURVEY CONTROL
 OC2130  ___________________________________________________________________
 OC2130* NAD 83(1996)-  43 28 32.82042(N)    070 41 42.60847(W)     ADJUSTED  
 OC2130* NAVD 88     -        81.5    (meters)     267.     (feet)  VERTCON   
 OC2130  ___________________________________________________________________
 OC2130  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 OC2130  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 OC2130
 OC2130  HORZ ORDER  -  SECOND
 OC2130
 OC2130.The horizontal coordinates were established by classical geodetic methods
 OC2130.and adjusted by the National Geodetic Survey in March 1998..
 OC2130
 OC2130.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2130
 OC2130.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2130
 OC2130.The geoid height was determined by GEOID03.
 OC2130
 OC2130;                    North         East     Units Scale Factor Converg.
 OC2130;SPC ME W     -    71,506.788   857,240.798   MT  0.99998915   -0 21 49.1
 OC2130;UTM  19      - 4,815,047.618   362,899.341   MT  0.99983121   -1 09 59.5
 OC2130
 OC2130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2130!SPC ME W     -   0.99999140  x   0.99998915  =   0.99998055
 OC2130!UTM  19      -   0.99999140  x   0.99983121  =   0.99982261
 OC2130
 OC2130|---------------------------------------------------------------------|
 OC2130| PID    Reference Object                     Distance      Geod. Az  |
 OC2130|                                                           dddmmss.s |
 OC2130| CE7186 ALFRED RM 1                          12.958 METERS 08906     |
 OC2130| OC2131 ALFRED RM 2                           9.608 METERS 26558     |
 OC2130| OC2133 ALFRED AZ MK                        APPROX. 0.6 KM 2700149.8 |
 OC2130|---------------------------------------------------------------------|
 OC2130
 OC2130                          SUPERSEDED SURVEY CONTROL
 OC2130
 OC2130  NAD 83(1992)-  43 28 32.81877(N)    070 41 42.61003(W) AD(       ) 2
 OC2130  NAD 83(1986)-  43 28 32.82548(N)    070 41 42.61657(W) AD(       ) 2
 OC2130  NAD 27      -  43 28 32.53055(N)    070 41 44.41649(W) AD(       ) 2
 OC2130  NGVD 29 (07/19/86)   81.7    (m)          268.     (f) VERT ANG       
 OC2130
 OC2130.Superseded values are not recommended for survey control.
 OC2130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2130.See file dsdata.txt to determine how the superseded data were derived.
 OC2130
 OC2130_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ6289915048(NAD 83)
 OC2130_MARKER: DS = TRIANGULATION STATION DISK
 OC2130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC2130_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC2130
 OC2130  HISTORY     - Date     Condition        Report By
 OC2130  HISTORY     - 1976     MONUMENTED       NGS
 OC2130
 OC2130                          STATION DESCRIPTION
 OC2130
 OC2130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2130'THE STATION IS ABOUT 1 MILE EAST OF ALFRED AND IS ALONG
 OC2130'STATE HIGHWAY RIGHT-OF-WAY.
 OC2130'
 OC2130'TO REACH THE STATION FROM THE ALFRED POST OFFICE, GO
 OC2130'EAST ON STATE HIGHWAY 111 FOR 0.25 MILE TO A REVERSE FORK,
 OC2130'CONTINUE EAST ON STATE HIGHWAY 111 FOR 0.65 MILE TO THE
 OC2130'STATION ON THE RIGHT.
 OC2130'
 OC2130'STATION MARKS ARE STANDARD DISKS STAMPED--ALFRED 1976--. THE
 OC2130'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OC2130'MONUMENT THAT IS 2 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 OC2130'35 FEET WEST OF POWER LINE POLE NUMBER J 31, 3.8 FEET NORTH OF A
 OC2130'METAL WITNESS POST AND 33.0 FEET SOUTH OF THE CENTERLINE OF
 OC2130'STATE HIGHWAY 111, THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 OC2130'MASS OF CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 OC2130'
 OC2130'REFERENCE MARK 1 IS A STANDARD DISK STAMPED--ALFRED NO 1 1976--,
 OC2130'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 OC2130'IS 1 INCHE BELOW THE GROUND SURFACE.  IT IS 4.0 FEET NORTH OF A
 OC2130'METAL WITNESS POST, 8.4 FEET EAST OF POWER LINE POLE NUMBER J 31,
 OC2130'35.0 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY AND IS ABOUT
 OC2130'THE SAME ELEVATION THE STATION.
 OC2130'
 OC2130'REFERENCE MARK 2 IS A STANDARD DISK STAMPED--ALFRED NO 2 1976--,
 OC2130'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 OC2130'IS 3 INCHES BELOW THE GROUND SURFACE.  IT IS 3.2 FEET NORTH OF A
 OC2130'METAL WITNESS POST, 33.0 FEET SOUTH OF THE CENTERLINE OF THE
 OC2130'HIGHWAY AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 OC2130'
 OC2130'AZIMUTH MARK IS A STANDARD DISK STAMPED--ALFRED AZ 1976--SET
 OC2130'IN THE TOP OF A 12-INCH CYLINDICAL CONCRETE MONUMENT THAT IS 3
 OC2130'INCHES BELOW THE GROUND SURFACE.  IT IS 3.4 FEET NORTH OF A
 OC2130'METAL WITNESS POST, 41.6 FEET SOUTH OF THE CENTERLINE OF THE
 OC2130'HIGHWAY AND 65.0 FEET EAST OF POWER LINE POLE NUMBER J 17.
 OC2130'
 OC2130'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON STATE
 OC2130'HIGHWAY 111 FOR 0.4 MILE TO THE MARK ON THE LEFT.
 OC2130'
 OC2130'DISTANCE TO THE REFERENCE MARKS WERE COMPUTED FROM SLOPE
 OC2130'MEASUREMENTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1651 ***********************************************************************
 QF1651  DESIGNATION -  ALL IBC
 QF1651  PID         -  QF1651
 QF1651  STATE/COUNTY-  ME/WASHINGTON
 QF1651  USGS QUAD   -  FOREST CITY (1988)
 QF1651
 QF1651                         *CURRENT SURVEY CONTROL
 QF1651  ___________________________________________________________________
 QF1651* NAD 83(1996)-  45 40 47.40611(N)    067 42 53.20256(W)     ADJUSTED  
 QF1651* NAVD 88     -       115.     (meters)     377.     (feet)  SCALED    
 QF1651  ___________________________________________________________________
 QF1651  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 QF1651  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 QF1651
 QF1651  HORZ ORDER  -  THIRD
 QF1651
 QF1651.The horizontal coordinates were established by classical geodetic methods
 QF1651.and adjusted by the National Geodetic Survey in March 1998..
 QF1651
 QF1651.The orthometric height was scaled from a topographic map.
 QF1651
 QF1651.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1651
 QF1651.The geoid height was determined by GEOID03.
 QF1651
 QF1651;                    North         East     Units Scale Factor Converg.
 QF1651;SPC ME E     -   223,991.650   361,169.557   MT  0.99994599   +0 33 42.5
 QF1651;UTM  19      - 5,059,279.179   600,089.911   MT  0.99972316   +0 55 10.5
 QF1651
 QF1651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1651!SPC ME E     -   0.99998573  x   0.99994599  =   0.99993172
 QF1651!UTM  19      -   0.99998573  x   0.99972316  =   0.99970889
 QF1651
 QF1651|---------------------------------------------------------------------|
 QF1651| PID    Reference Object                     Distance      Geod. Az  |
 QF1651|                                                           dddmmss.s |
 QF1651| QF1649 REFERENCE MON 78=LOST               155.630 METERS 11152     |
 QF1651| QF1650 HY U IBC                             37.558 METERS 15236     |
 QF1651| QF1657 NOGO IBC                            427.052 METERS 2453441.0 |
 QF1651| QF1658 HALO IBC                            394.614 METERS 27021     |
 QF1651| QF1655 BOB IBC                             308.771 METERS 29914     |
 QF1651| QF1653 BOOM IBC                            436.933 METERS 3473432.4 |
 QF1651| QF1652 REFERENCE MON 77=PLUMB              143.536 METERS 35036     |
 QF1651|---------------------------------------------------------------------|
 QF1651
 QF1651                          SUPERSEDED SURVEY CONTROL
 QF1651
 QF1651  NAD 83(1992)-  45 40 47.40317(N)    067 42 53.20089(W) AD(       ) 3
 QF1651  NAD 83(1986)-  45 40 47.40782(N)    067 42 53.21683(W) AD(       ) 3
 QF1651  NAD 27      -  45 40 47.18900(N)    067 42 55.18900(W) AD(       ) 3
 QF1651
 QF1651.Superseded values are not recommended for survey control.
 QF1651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1651.See file dsdata.txt to determine how the superseded data were derived.
 QF1651
 QF1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL0009059279(NAD 83)
 QF1651_MARKER: DR = REFERENCE MARK DISK
 QF1651_SETTING: 80 = SET IN A BOULDER
 QF1651_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF1651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1651+STABILITY: SURFACE MOTION
 QF1651
 QF1651  HISTORY     - Date     Condition        Report By
 QF1651  HISTORY     - 1946     MONUMENTED       IBC
 QF1651  HISTORY     - 1955     GOOD             IBC
 QF1651  HISTORY     - 1972     GOOD             IBC
 QF1651
 QF1651                          STATION DESCRIPTION
 QF1651
 QF1651'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF1651'ABOUT THE CENTER OF THE S SIDE OF THE OUTLET TO THE BAY OF SPEDNIK
 QF1651'LAKE INTO WHICH THE OUTLET OF MUD LAKE FLOWS, 60 FEET OUTSIDE THE
 QF1651'TREE LINE, AND 40 FEET S OF THE OUTLET AT LOW WATER.  STATION IS 2
 QF1651'FEET UNDER HIGH WATER.
 QF1651'
 QF1651'STATION MARK IS A GS OF C BRONZE REFERENCE DISK SET IN A DRILL HOLE
 QF1651'IN THE FLAT ROCK, 10 BY 5 FEET AND 2 FEET HIGH.  THERE ARE HIGHER
 QF1651'ROCKS NEAR LOW - WATER LINE N OF THE STATION.  THE ARROW POINTS TO
 QF1651'STATION HY - U IN THE WOODS 123.48 FEET S.
 QF1651
 QF1651                          STATION RECOVERY (1955)
 QF1651
 QF1651'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1651'STATION RECOVERED IN GOOD CONDITION.
 QF1651
 QF1651                          STATION RECOVERY (1972)
 QF1651
 QF1651'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1651'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0773 ***********************************************************************
 RF0773  DESIGNATION -  ALLAGASH
 RF0773  PID         -  RF0773
 RF0773  STATE/COUNTY-  ME/PISCATAQUIS
 RF0773  USGS QUAD   -  ALLAGASH LAKE (1989)
 RF0773
 RF0773                         *CURRENT SURVEY CONTROL
 RF0773  ___________________________________________________________________
 RF0773* NAD 83(1996)-  46 17 31.61021(N)    069 34 06.59576(W)     ADJUSTED  
 RF0773* NAVD 88     -       565.     (meters)    1854.     (feet)  VERTCON   
 RF0773  ___________________________________________________________________
 RF0773  LAPLACE CORR-           3.67  (seconds)                    DEFLEC99
 RF0773  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 RF0773
 RF0773  HORZ ORDER  -  THIRD
 RF0773
 RF0773.The horizontal coordinates were established by classical geodetic methods
 RF0773.and adjusted by the National Geodetic Survey in March 1998..
 RF0773
 RF0773.The NAVD 88 height was computed by applying the VERTCON shift value to
 RF0773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RF0773
 RF0773.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0773
 RF0773.The geoid height was determined by GEOID03.
 RF0773
 RF0773;                    North         East     Units Scale Factor Converg.
 RF0773;SPC ME E     -   292,295.320   217,675.644   MT  0.99998328   -0 46 20.8
 RF0773;UTM  19      - 5,126,661.224   456,212.078   MT  0.99962357   -0 24 39.5
 RF0773
 RF0773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0773!SPC ME E     -   0.99991538  x   0.99998328  =   0.99989866
 RF0773!UTM  19      -   0.99991538  x   0.99962357  =   0.99953898
 RF0773
 RF0773:                Primary Azimuth Mark                     Grid Az
 RF0773:SPC ME E     -  SOPER LO                                 071 02 40.9
 RF0773:UTM  19      -  SOPER LO                                 070 40 59.6
 RF0773
 RF0773|---------------------------------------------------------------------|
 RF0773| PID    Reference Object                     Distance      Geod. Az  |
 RF0773|                                                           dddmmss.s |
 RF0773| RF0768 SOPER LO                            APPROX.23.7 KM 0701620.1 |
 RF0773|---------------------------------------------------------------------|
 RF0773
 RF0773                          SUPERSEDED SURVEY CONTROL
 RF0773
 RF0773  NAD 83(1992)-  46 17 31.60957(N)    069 34 06.58277(W) AD(       ) 3
 RF0773  NAD 83(1986)-  46 17 31.61666(N)    069 34 06.59615(W) AD(       ) 3
 RF0773  NAD 27      -  46 17 31.47237(N)    069 34 08.35797(W) AD(       ) 3
 RF0773  NGVD 29 (07/19/86)  565.     (m)         1854.     (f) VERT ANG       
 RF0773
 RF0773.Superseded values are not recommended for survey control.
 RF0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0773.See file dsdata.txt to determine how the superseded data were derived.
 RF0773
 RF0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM5621226661(NAD 83)
 RF0773_MARKER: DD = SURVEY DISK
 RF0773_SETTING: 66 = SET IN ROCK OUTCROP
 RF0773_SP_SET: SET IN A ROCK LEDGE
 RF0773_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0773+STABILITY: POSITION/ELEVATION WELL
 RF0773
 RF0773  HISTORY     - Date     Condition        Report By
 RF0773  HISTORY     - 1930     MONUMENTED       USGS
 RF0773
 RF0773                          STATION DESCRIPTION
 RF0773
 RF0773'DESCRIBED BY US GEOLOGICAL SURVEY 1930
 RF0773'A FIRE LOOKOUT STATION LOCATED JUST SW. OF ALLAGASH LAKE.  MAY BE
 RF0773'REACHED FROM TRAMWAY BY 8.0 MI OF TRAIL TO ALLAGASH LAKE, OR FROM
 RF0773'END OF AUTO RD. AT CAUCOMGOMAC LAKE, THENCE BY CANOE TO TWO-MILE
 RF0773'CARRY, WHICH ENDS NEAR THE CABIN OF THE WATCHMAN.  STATION IS ON
 RF0773'PROMINENT ISOLATED HILL IN MAINE FORESTRY DISTRICT T. 7, R. 14,
 RF0773'W.E.L.S.
 RF0773'
 RF0773'STATION MARK-  STANDARD DISK CEMENTED IN SOLID LEDGE UNDER CENTER
 RF0773'OF STEEL LOOKOUT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0771 ***********************************************************************
 RF0771  DESIGNATION -  ALLAGASH LOOKOUT TOWER
 RF0771  PID         -  RF0771
 RF0771  STATE/COUNTY-  ME/PISCATAQUIS
 RF0771  USGS QUAD   -  ALLAGASH LAKE (1989)
 RF0771
 RF0771                         *CURRENT SURVEY CONTROL
 RF0771  ___________________________________________________________________
 RF0771* NAD 83(1996)-  46 17 31.64174(N)    069 34 06.53016(W)     ADJUSTED  
 RF0771* NAVD 88     -                                                        
 RF0771  ___________________________________________________________________
 RF0771  LAPLACE CORR-           3.67  (seconds)                    DEFLEC99
 RF0771  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 RF0771
 RF0771  HORZ ORDER  -  THIRD
 RF0771
 RF0771.The horizontal coordinates were established by classical geodetic methods
 RF0771.and adjusted by the National Geodetic Survey in March 1998..
 RF0771
 RF0771
 RF0771.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0771
 RF0771.The geoid height was determined by GEOID03.
 RF0771
 RF0771;                    North         East     Units Scale Factor Converg.
 RF0771;SPC ME E     -   292,296.275   217,677.061   MT  0.99998328   -0 46 20.7
 RF0771;UTM  19      - 5,126,662.187   456,213.489   MT  0.99962357   -0 24 39.4
 RF0771
 RF0771                          SUPERSEDED SURVEY CONTROL
 RF0771
 RF0771  NAD 83(1992)-  46 17 31.64200(N)    069 34 06.51673(W) AD(       ) 4
 RF0771  NAD 83(1986)-  46 17 31.64896(N)    069 34 06.53019(W) AD(       ) 4
 RF0771  NAD 27      -  46 17 31.52500(N)    069 34 08.32100(W) AD(       ) 3
 RF0771
 RF0771.Superseded values are not recommended for survey control.
 RF0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0771.See file dsdata.txt to determine how the superseded data were derived.
 RF0771
 RF0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM5621326662(NAD 83)
 RF0771
 RF0771  HISTORY     - Date     Condition        Report By
 RF0771  HISTORY     - 1955     MONUMENTED       CGS
 RF0771
 RF0771                          STATION DESCRIPTION
 RF0771
 RF0771'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 RF0771'THE STATION IS LOCATED ABOUT 23-1/2 MILES AIRLINE SOUTH
 RF0771'SOUTHWEST OF THE CLAYTON LAKE POST OFFICE, 10-1/2 MILES AIRLINE
 RF0771'WEST SOUTHWEST OF TRAMWAY, 2 MILES SOUTH SOUTHWEST OF JOHNSON
 RF0771'POND ON THE HIGHEST PART OF ALLAGASH MOUNTAIN.
 RF0771'
 RF0771'THE TOWER IS A MAINE FOREST SERVICE LOOKOUT TOWER THAT IS
 RF0771'CONSTRUCTED OF FOUR STEEL LEGS WITH AN 8 FOOT SQUARE HOUSE ON
 RF0771'TOP THAT IS PAINTED WHITE.  IT IS ABOUT 35 FEET HIGH.  THE CENTER
 RF0771'OF THE ROOF WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0377 ***********************************************************************
 OB0377  DESIGNATION -  ALLEN
 OB0377  PID         -  OB0377
 OB0377  STATE/COUNTY-  ME/KNOX
 OB0377  USGS QUAD   -  MONHEGAN (1979)
 OB0377
 OB0377                         *CURRENT SURVEY CONTROL
 OB0377  ___________________________________________________________________
 OB0377* NAD 83(1996)-  43 52 15.01946(N)    069 18 43.02906(W)     ADJUSTED  
 OB0377* NAVD 88     -                                                        
 OB0377  ___________________________________________________________________
 OB0377  LAPLACE CORR-           1.77  (seconds)                    DEFLEC99
 OB0377  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 OB0377
 OB0377  HORZ ORDER  -  THIRD
 OB0377
 OB0377.The horizontal coordinates were established by classical geodetic methods
 OB0377.and adjusted by the National Geodetic Survey in March 1998..
 OB0377
 OB0377
 OB0377.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0377
 OB0377.The geoid height was determined by GEOID03.
 OB0377
 OB0377;                    North         East     Units Scale Factor Converg.
 OB0377;SPC ME E     -    23,003.294   234,741.705   MT  0.99995236   -0 33 45.8
 OB0377;SPC ME W     -   115,617.731   968,699.726   MT  1.00002469   +0 35 32.5
 OB0377;UTM  19      - 4,857,574.635   474,935.286   MT  0.99960773   -0 12 58.3
 OB0377
 OB0377                          SUPERSEDED SURVEY CONTROL
 OB0377
 OB0377  NAD 83(1992)-  43 52 15.01911(N)    069 18 43.01264(W) AD(       ) 4
 OB0377  NAD 83(1986)-  43 52 15.02403(N)    069 18 43.01941(W) AD(       ) 4
 OB0377  NAD 27      -  43 52 14.74000(N)    069 18 44.88000(W) AD(       ) 3
 OB0377
 OB0377.Superseded values are not recommended for survey control.
 OB0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0377.See file dsdata.txt to determine how the superseded data were derived.
 OB0377
 OB0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ7493557575(NAD 83)
 OB0377
 OB0377  HISTORY     - Date     Condition        Report By
 OB0377  HISTORY     - UNK      MONUMENTED
 OB0377  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OB0377
 OB0377                          STATION DESCRIPTION
 OB0377
 OB0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FLP)
 OB0377'A SEARCH WAS MADE ON SEVERAL PROMINENT LEDGES IN THIS VICINITY
 OB0377'BUT NO MARK WAS FOUND.  PLANE-TABLE AND AIR COMPILATION METHODS
 OB0377'MIGHT LOCATE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1948 ***********************************************************************
 PE1948  DESIGNATION -  ALLEY 1944
 PE1948  PID         -  PE1948
 PE1948  STATE/COUNTY-  ME/HANCOCK
 PE1948  USGS QUAD   -  NEWBURY NECK (1981)
 PE1948
 PE1948                         *CURRENT SURVEY CONTROL
 PE1948  ___________________________________________________________________
 PE1948* NAD 83(1996)-  44 24 19.39964(N)    068 23 31.74367(W)     ADJUSTED  
 PE1948* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 PE1948  ___________________________________________________________________
 PE1948  LAPLACE CORR-           6.57  (seconds)                    DEFLEC99
 PE1948  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 PE1948
 PE1948  HORZ ORDER  -  THIRD
 PE1948
 PE1948.The horizontal coordinates were established by classical geodetic methods
 PE1948.and adjusted by the National Geodetic Survey in March 1998..
 PE1948
 PE1948.The orthometric height was scaled from a topographic map.
 PE1948
 PE1948.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1948
 PE1948.The geoid height was determined by GEOID03.
 PE1948
 PE1948;                    North         East     Units Scale Factor Converg.
 PE1948;SPC ME E     -    82,079.040   308,590.182   MT  0.99990091   +0 04 31.7
 PE1948;UTM  19      - 4,917,079.737   548,400.726   MT  0.99962881   +0 25 31.2
 PE1948
 PE1948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1948!SPC ME E     -   1.00000369  x   0.99990091  =   0.99990460
 PE1948!UTM  19      -   1.00000369  x   0.99962881  =   0.99963250
 PE1948
 PE1948:                Primary Azimuth Mark                     Grid Az
 PE1948:SPC ME E     -  HAM 1944                                 216 07 05.4
 PE1948:UTM  19      -  HAM 1944                                 215 46 05.9
 PE1948
 PE1948|---------------------------------------------------------------------|
 PE1948| PID    Reference Object                     Distance      Geod. Az  |
 PE1948|                                                           dddmmss.s |
 PE1948| PE1928 HAM 1944                            APPROX. 4.1 KM 2161137.1 |
 PE1948|---------------------------------------------------------------------|
 PE1948
 PE1948                          SUPERSEDED SURVEY CONTROL
 PE1948
 PE1948  NAD 83(1992)-  44 24 19.39588(N)    068 23 31.73476(W) AD(       ) 3
 PE1948  NAD 83(1986)-  44 24 19.39538(N)    068 23 31.73858(W) AD(       ) 3
 PE1948  NAD 27      -  44 24 19.11500(N)    068 23 33.66400(W) AD(       ) 3
 PE1948
 PE1948.Superseded values are not recommended for survey control.
 PE1948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1948.See file dsdata.txt to determine how the superseded data were derived.
 PE1948
 PE1948_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK4840117080(NAD 83)
 PE1948
 PE1948  HISTORY     - Date     Condition        Report By
 PE1948  HISTORY     - 1944     MONUMENTED       CGS
 PE1948  HISTORY     - 1956     SEE DESCRIPTION  CGS
 PE1948
 PE1948                          STATION DESCRIPTION
 PE1948
 PE1948'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1948'STATION IS LOCATED ON THE WESTERN SIDE OF ALLEY ISLAND, WHICH IS
 PE1948'ON THE NORTHERN SIDE OF WESTERN BAY IN UPPER BLUE HILL BAY, ABOUT
 PE1948'250 METERS NORTH OF THE SOUTHWESTERN TIP OF ALLEY ISLAND, 15
 PE1948'METERS NORTH OF THE NORTHERN END OF A GRAVEL BEACH, 10 METERS
 PE1948'BACK OF THE MEAN HIGH WATER LINE, 7 METERS SOUTH OF NORTH END OF
 PE1948'FLAT LEDGE ROCK THAT DROPS OFF ABOUT 3 FEET, 9 METERS SOUTHWEST
 PE1948'OF END OF OLD STONE FENCE, AND ABOUT 50 METERS NORTH OF
 PE1948'NORTHERN EDGE OF CLEARED AREA ON SOUTHERN END OF ISLAND.
 PE1948'STANDARD DISC STAMPED ALLEY 1944, SET IN FLAT LEDGE ROCK.
 PE1948'
 PE1948'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK 3 FEET.
 PE1948
 PE1948                          STATION RECOVERY (1956)
 PE1948
 PE1948'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 PE1948'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 PE1948'DESCRIPTION IS ADEQUATE AND COMPLETE.  IT IS MARKED BY A
 PE1948'TOPOGRAPHIC DISK, STAMPED ALLEY 1944.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1949 ***********************************************************************
 PE1949  DESIGNATION -  ALLEY ISLAND HOUSE NE CHIMNEY
 PE1949  PID         -  PE1949
 PE1949  STATE/COUNTY-  ME/HANCOCK
 PE1949  USGS QUAD   -  NEWBURY NECK (1981)
 PE1949
 PE1949                         *CURRENT SURVEY CONTROL
 PE1949  ___________________________________________________________________
 PE1949* NAD 83(1996)-  44 24 24.60717(N)    068 23 17.10286(W)     ADJUSTED  
 PE1949* NAVD 88     -                                                        
 PE1949  ___________________________________________________________________
 PE1949  LAPLACE CORR-           6.53  (seconds)                    DEFLEC99
 PE1949  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 PE1949
 PE1949  HORZ ORDER  -  THIRD
 PE1949
 PE1949.The horizontal coordinates were established by classical geodetic methods
 PE1949.and adjusted by the National Geodetic Survey in March 1998..
 PE1949
 PE1949
 PE1949.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1949
 PE1949.The geoid height was determined by GEOID03.
 PE1949
 PE1949;                    North         East     Units Scale Factor Converg.
 PE1949;SPC ME E     -    82,240.198   308,913.891   MT  0.99990098   +0 04 41.9
 PE1949;UTM  19      - 4,917,242.825   548,723.357   MT  0.99962919   +0 25 41.5
 PE1949
 PE1949                          SUPERSEDED SURVEY CONTROL
 PE1949
 PE1949  NAD 83(1992)-  44 24 24.60369(N)    068 23 17.09503(W) AD(       ) 4
 PE1949  NAD 83(1986)-  44 24 24.60311(N)    068 23 17.09888(W) AD(       ) 4
 PE1949  NAD 27      -  44 24 24.32000(N)    068 23 19.03000(W) AD(       ) 3
 PE1949
 PE1949.Superseded values are not recommended for survey control.
 PE1949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1949.See file dsdata.txt to determine how the superseded data were derived.
 PE1949
 PE1949_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK4872317243(NAD 83)
 PE1949
 PE1949  HISTORY     - Date     Condition        Report By
 PE1949  HISTORY     - UNK      MONUMENTED
 PE1949  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE1949
 PE1949                          STATION DESCRIPTION
 PE1949
 PE1949'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1949'THE STATION IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1105 ***********************************************************************
 PD1105  DESIGNATION -  ALLEY RESET
 PD1105  PID         -  PD1105
 PD1105  STATE/COUNTY-  ME/WASHINGTON
 PD1105  USGS QUAD   -  JONESPORT (1977)
 PD1105
 PD1105                         *CURRENT SURVEY CONTROL
 PD1105  ___________________________________________________________________
 PD1105* NAD 83(1996)-  44 30 54.64801(N)    067 34 49.27936(W)     ADJUSTED  
 PD1105* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 PD1105  ___________________________________________________________________
 PD1105  LAPLACE CORR-           4.25  (seconds)                    DEFLEC99
 PD1105  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 PD1105
 PD1105  HORZ ORDER  -  THIRD
 PD1105
 PD1105.The horizontal coordinates were established by classical geodetic methods
 PD1105.and adjusted by the National Geodetic Survey in March 1998..
 PD1105
 PD1105.The orthometric height was scaled from a topographic map.
 PD1105
 PD1105.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1105
 PD1105.The geoid height was determined by GEOID03.
 PD1105
 PD1105;                    North         East     Units Scale Factor Converg.
 PD1105;SPC ME E     -    94,683.692   373,112.701   MT  0.99996572   +0 38 41.2
 PD1105;UTM  19      - 4,930,075.446   612,829.481   MT  0.99975655   +0 59 43.5
 PD1105
 PD1105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD1105!SPC ME E     -   1.00000349  x   0.99996572  =   0.99996921
 PD1105!UTM  19      -   1.00000349  x   0.99975655  =   0.99976004
 PD1105
 PD1105|---------------------------------------------------------------------|
 PD1105| PID    Reference Object                     Distance      Geod. Az  |
 PD1105|                                                           dddmmss.s |
 PD1105| CE7738 ALLEY RM 1                            5.580 METERS 08720     |
 PD1105| PD1111 NORTON RESET                        APPROX. 3.8 KM 3064331.8 |
 PD1105| CE7739 ALLEY RM 2                            7.125 METERS 31927     |
 PD1105|---------------------------------------------------------------------|
 PD1105
 PD1105                          SUPERSEDED SURVEY CONTROL
 PD1105
 PD1105  NAD 83(1992)-  44 30 54.64362(N)    067 34 49.27850(W) AD(       ) 3
 PD1105  NAD 83(1986)-  44 30 54.63940(N)    067 34 49.28157(W) AD(       ) 3
 PD1105  NAD 27      -  44 30 54.35400(N)    067 34 51.30800(W) AD(       ) 3
 PD1105
 PD1105.Superseded values are not recommended for survey control.
 PD1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1105.See file dsdata.txt to determine how the superseded data were derived.
 PD1105
 PD1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK1282930075(NAD 83)
 PD1105
 PD1105  HISTORY     - Date     Condition        Report By
 PD1105  HISTORY     - 1913     MONUMENTED       CGS
 PD1105  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PD1105  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD1105  HISTORY     - 1959     SEE DESCRIPTION  CGS
 PD1105
 PD1105                          STATION DESCRIPTION
 PD1105
 PD1105'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (OBF)
 PD1105'STATION IS ON THE N END OF ALLEYS ISLAND A SMALL ISLAND LYING
 PD1105'CLOSE TO THE NE END OF GREAT WASS ISLAND AND ABOUT 1-1/2 MILES
 PD1105'SE OF JONESPORT.  THE STATION IS ON THE HIGHEST POINT OF A ROCKY
 PD1105'LEDGE, ABOUT 2 FEET FROM ITS S SIDE AND ABOUT 10 METERS FROM
 PD1105'TREES IN THE CENTER OF THE ISLAND.  IT IS MARKED BY A DRILL HOLE
 PD1105'SURROUNDED BY A TRIANGLE CUT IN THE ROCK.
 PD1105
 PD1105                          STATION RECOVERY (1934)
 PD1105
 PD1105'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PD1105'THIS STATION IS ON ALLEN ISLAND, LOCALLY KNOWN AS LITTLE ISLAND,
 PD1105'A SMALL ISLAND NEAR THE NE END OF GREAT WASS ISLAND, AND ABOUT
 PD1105'1-1/2 MILES SE OF JONESPORT.  THE STATION IS VERY CLOSE TO
 PD1105'HIGH-WATER LINE ON A LEDGE ABOUT 10 METERS NE OF THE CENTER OF
 PD1105'THE CLUMP OF TREES ON THE ISLAND.  THIS LEDGE IS ROUGHLY
 PD1105'TRIANGULARLY SHAPED.
 PD1105'
 PD1105'STATION WAS RE-MARKED AND 2 REFERENCE MARKS ESTABLISHED.  ALL
 PD1105'MARKS ARE STANDARD DISKS SET IN CONCRETE IN DEPRESSIONS IN
 PD1105'OUTCROPPING BEDROCK.
 PD1105'
 PD1105'REFERENCE MARK NO. 1 IS E OF THE STATION, AND REFERENCE MARK
 PD1105'NO. 2 IS NNW ABOUT A FOOT FROM THE EDGE OF A LARGE FLAT LEDGE.
 PD1105'
 PD1105'THE ISLAND IS OWNED BY MR. ANDREW ALLEN.  AND AT LOW TIDE IT IS
 PD1105'POSSIBLE TO WALK FROM ALLENS POINT ON GREAT WASS ISLAND TO THE
 PD1105'STATION.
 PD1105
 PD1105                          STATION RECOVERY (1946)
 PD1105
 PD1105'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD1105'THE STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 PD1105'
 PD1105'REFERENCE MARK DISTANCES WERE MEASURED AND FOUND TO BE CORRECT.
 PD1105'
 PD1105'THE EXISTING DESCRIPTION IS ADEQUATE EXCEPT DELETE THE MENTION
 PD1105'OF TREES AS THEY ARE NO LONGER IN EXISTENCE.
 PD1105
 PD1105                          STATION RECOVERY (1959)
 PD1105
 PD1105'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GFW)
 PD1105'STATION MARK AND REFERENCE MARKS RECOVERED IN GOOD
 PD1105'CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE VERIFIED.  THE
 PD1105'PUBLISHED DESCRIPTION IS ADEQUATE AND CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1906 ***********************************************************************
 OC1906  DESIGNATION -  ALLISON MEDOT 1975
 OC1906  PID         -  OC1906
 OC1906  STATE/COUNTY-  ME/YORK
 OC1906  USGS QUAD   -  PROUTS NECK (1978)
 OC1906
 OC1906                         *CURRENT SURVEY CONTROL
 OC1906  ___________________________________________________________________
 OC1906* NAD 83(1996)-  43 30 54.58969(N)    070 22 23.71643(W)     ADJUSTED  
 OC1906* NAVD 88     -         2.8    (meters)       9.     (feet)  VERTCON   
 OC1906  ___________________________________________________________________
 OC1906  LAPLACE CORR-           3.40  (seconds)                    DEFLEC99
 OC1906  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 OC1906
 OC1906  HORZ ORDER  -  SECOND
 OC1906
 OC1906.The horizontal coordinates were established by classical geodetic methods
 OC1906.and adjusted by the National Geodetic Survey in March 1998..
 OC1906
 OC1906.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC1906.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC1906
 OC1906.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1906
 OC1906.The geoid height was determined by GEOID03.
 OC1906
 OC1906;                    North         East     Units Scale Factor Converg.
 OC1906;SPC ME W     -    75,766.938   883,296.594   MT  0.99997010   -0 08 32.1
 OC1906;UTM  19      - 4,818,941.389   389,007.377   MT  0.99975153   -0 56 44.3
 OC1906
 OC1906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1906!SPC ME W     -   1.00000367  x   0.99997010  =   0.99997377
 OC1906!UTM  19      -   1.00000367  x   0.99975153  =   0.99975520
 OC1906
 OC1906:                Primary Azimuth Mark                     Grid Az
 OC1906:SPC ME W     -  STEPHANIE MEDOT 1975                     040 11 29.9
 OC1906:UTM  19      -  STEPHANIE MEDOT 1975                     040 59 42.1
 OC1906
 OC1906|---------------------------------------------------------------------|
 OC1906| PID    Reference Object                     Distance      Geod. Az  |
 OC1906|                                                           dddmmss.s |
 OC1906| OC1907 STEPHANIE MEDOT 1975                APPROX. 3.7 KM 0400257.8 |
 OC1906| OC2054 KRISTEN MEDOT 1975                  APPROX. 5.5 KM 1865905.4 |
 OC1906|---------------------------------------------------------------------|
 OC1906
 OC1906                          SUPERSEDED SURVEY CONTROL
 OC1906
 OC1906  NAD 83(1992)-  43 30 54.58829(N)    070 22 23.71770(W) AD(       ) 2
 OC1906  NAD 83(1986)-  43 30 54.59434(N)    070 22 23.72341(W) AD(       ) 2
 OC1906  NAD 27      -  43 30 54.29280(N)    070 22 25.55180(W) AD(       ) 2
 OC1906  NGVD 29 (07/19/86)    3.0    (m)           10.     (f) VERT ANG       
 OC1906
 OC1906.Superseded values are not recommended for survey control.
 OC1906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1906.See file dsdata.txt to determine how the superseded data were derived.
 OC1906
 OC1906_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ8900718941(NAD 83)
 OC1906_MARKER: DD = SURVEY DISK
 OC1906_SETTING: 0 = UNSPECIFIED SETTING
 OC1906_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC1906
 OC1906  HISTORY     - Date     Condition        Report By
 OC1906  HISTORY     - 1975     MONUMENTED       MEDT
 OC1906
 OC1906                          STATION DESCRIPTION
 OC1906
 OC1906'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975 (RCA)
 OC1906'THE STATION IS LOCATED IN THE TOWN OF OLD ORCHARD BEACH ABOUT 3-1/4
 OC1906'MILES SOUTHWEST OF PROUTS NECK, 3-1/2 MILES EAST-NORTHEAST OF
 OC1906'SACO, 5 MILES NORTH-NORTHWEST OF BIDDEFORD POOL ON THE BEACH IN
 OC1906'THE CENTER OF THE TOWN.
 OC1906'
 OC1906'TO REACH THE STATION FROM THE U.S. POST OFFICE IN OLD ORCHARD
 OC1906'BEACH, GO NORTHEAST ON STATE ROUTE 5 FOR 0.35 MILE TO JUNCTION
 OC1906'WITH STATE ROUTE 98, TURN RIGHT AND GO EAST DOWN THE STREET FOR
 OC1906'0.2 MILE TO THE INTERSECTION WITH STATE ROUTE 9, CONTINUE EAST
 OC1906'FOR 0.05 MILE TO THE END OF THE STREET AND THE STATION ON A
 OC1906'CONCRETE PAD ON THE BEACH.
 OC1906'
 OC1906'THE STATION IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION DISK
 OC1906'STAMPED ALLISON 1975, CEMENTED IN A DRILL HOLE IN A 10 BY 12 FOOT
 OC1906'CONCRETE PAD.  IT IS FLUSH WITH THE SURFACE OF THE PAD.  IT IS
 OC1906'44.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE CONCRETE WALL
 OC1906'TO THE SOUTH OF THE STREET, 77.0 FEET SOUTHWEST OF THE SOUTHEAST
 OC1906'CONCRETE PIER, 82.2 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 OC1906'THE CONCRETE WALL TO THE NORTH OF THE STREET AND 89.2 FEET
 OC1906'SOUTHEAST OF THE SOUTHWEST CONCRETE PIER.
 OC1906'
 OC1906'NO REFERENCE OR AZIMUTH MARKS WERE ESTABLISHED AT THIS TIME.
 OC1906'
 OC1906'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1391 ***********************************************************************
 QG1391  DESIGNATION -  ALMANAC
 QG1391  PID         -  QG1391
 QG1391  STATE/COUNTY-  ME/PENOBSCOT
 QG1391  USGS QUAD   -  BOTTLE LAKE (1988)
 QG1391
 QG1391                         *CURRENT SURVEY CONTROL
 QG1391  ___________________________________________________________________
 QG1391* NAD 83(1996)-  45 20 34.82212(N)    068 05 36.47980(W)     ADJUSTED  
 QG1391* NAVD 88     -       319.2    (meters)    1047.     (feet)  VERTCON   
 QG1391  ___________________________________________________________________
 QG1391  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 QG1391  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 QG1391
 QG1391  HORZ ORDER  -  FIRST
 QG1391
 QG1391.The horizontal coordinates were established by classical geodetic methods
 QG1391.and adjusted by the National Geodetic Survey in March 1998..
 QG1391
 QG1391.The NAVD 88 height was computed by applying the VERTCON shift value to
 QG1391.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QG1391
 QG1391.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1391
 QG1391.The geoid height was determined by GEOID03.
 QG1391
 QG1391;                    North         East     Units Scale Factor Converg.
 QG1391;SPC ME E     -   186,340.140   331,858.856   MT  0.99991248   +0 17 21.1
 QG1391;UTM  19      - 5,021,454.858   571,021.083   MT  0.99966202   +0 38 41.5
 QG1391
 QG1391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1391!SPC ME E     -   0.99995370  x   0.99991248  =   0.99986619
 QG1391!UTM  19      -   0.99995370  x   0.99966202  =   0.99961574
 QG1391
 QG1391|---------------------------------------------------------------------|
 QG1391| PID    Reference Object                     Distance      Geod. Az  |
 QG1391|                                                           dddmmss.s |
 QG1391| QG1394 ALMANAC USGS R 1929 1975             27.850 METERS 03931     |
 QG1391| QG1393 ALMANAC MTN LOT                      28.768 METERS 04403     |
 QG1391| QG1406 LEE 2 ET                            APPROX.14.8 KM 2740334.8 |
 QG1391| CE8790 ALMANAC RM 1                         24.353 METERS 29121     |
 QG1391| QG1392 ALMANAC MTN MICROWAVE MAST          140.740 METERS 29832     |
 QG1391|---------------------------------------------------------------------|
 QG1391
 QG1391                          SUPERSEDED SURVEY CONTROL
 QG1391
 QG1391  NAD 83(1992)-  45 20 34.81993(N)    068 05 36.47802(W) AD(       ) 1
 QG1391  NAD 83(1986)-  45 20 34.82318(N)    068 05 36.48590(W) AD(       ) 1
 QG1391  NAD 27      -  45 20 34.59286(N)    068 05 38.44168(W) AD(       ) 1
 QG1391  NGVD 29 (07/19/86)  319.4    (m)         1048.     (f) VERT ANG       
 QG1391
 QG1391.Superseded values are not recommended for survey control.
 QG1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1391.See file dsdata.txt to determine how the superseded data were derived.
 QG1391
 QG1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL7102121455(NAD 83)
 QG1391_MARKER: DS = TRIANGULATION STATION DISK
 QG1391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG1391_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QG1391
 QG1391  HISTORY     - Date     Condition        Report By
 QG1391  HISTORY     - 1975     MONUMENTED       NGS
 QG1391
 QG1391                          STATION DESCRIPTION
 QG1391
 QG1391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 QG1391'THE STATION IS LOCATED IN THE TOWNSHIP OF LAKEVILLE, ABOUT 4
 QG1391'MILES SOUTH-SOUTHEAST OF SPRINGFIELD, 8-1/2 MILES WEST OF PLEASANT
 QG1391'LAKE, 2-1/2 MILES NORTHWEST OF KEG LAKE, ON A HIGH HILL KNOWN
 QG1391'LOCALLY AS ALMANAC MOUNTAIN AND ON PROPERTY OWNED BY THE STATE OF
 QG1391'MAINE.
 QG1391'
 QG1391'TO REACH THE STATION FROM THE POST OFFICE IN SPRINGFIELD, GO
 QG1391'EAST ON STATE ROUTE NUMBER 6 FOR 0.75 MILE TO A PAVED SIDE ROAD
 QG1391'ON THE RIGHT, TURN RIGHT AND GO SOUTH ON THE PAVED ROAD FOR
 QG1391'2.75 MILE TO A CROSSROAD, CONTINUE SOUTH ON THE PAVED ROAD FOR
 QG1391'0.75 MILE TO A GRAVELED ROAD ON THE RIGHT, TURN RIGHT AND GO
 QG1391'WEST AND SOUTH, UP HILL ON A WINDING GRAVEL ROAD FOR 1.45 MILE
 QG1391'TO THE OF THE HILL, THE LOOKOUT TOWER, AND THE STATION ON THE
 QG1391'RIGHT AS DESCRIBED.
 QG1391'
 QG1391'THE STATION MARK IS A STANDARD DISK STAMPED ALMANAC 1975, SET
 QG1391'IN A 12-INCH CYLINDRICAL CONCRETE POST THAT PROJECTS ABOUT 5
 QG1391'INCHES.  THE SUB-SURFACE MARK IS A STANDARD DISK STAMPED ALMANAC
 QG1391'1975, SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 30 INCHES BELOW
 QG1391'THE SURFACE OF THE GROUND.  IT IS 85.4 FEET SOUTHWEST OF THE
 QG1391'SOUTHWEST LEG OF THE LOOKOUT TOWER, 49.0 FEET EAST-SOUTHEAST
 QG1391'OF THE PARKING LOT AND 14.0 FEET NORTH OF A METAL WITNESS POST.
 QG1391'
 QG1391'REFERENCE MARK 1 IS A STANDARD DISK STAMPED ALMANAC NO 1 1975,
 QG1391'CEMENTED IN A DRILL HOLE IN A 2 FOOT BY 3 FOOT BOULDER.  IT IS
 QG1391'68.5 FEET WEST OF THE METAL WITNESS POST, 135.7 FEET WEST-SOUTHWEST
 QG1391'OF THE SOUTHWEST LEG OF THE LOOKOUT TOWER, AND 54.0 FEET SOUTHWEST
 QG1391'OF THE GRAVEL ROAD.
 QG1391'
 QG1391'REFERENCE MARK 2 IS A U.S. GEOLOGICAL SURVEY DISK STAMPED R 1929,
 QG1391'CEMENTED IN ROCK LEDGE ABOUT 3 INCHES BELOW THE SURFACE OF THE
 QG1391'GROUND.  IT IS 7.5 FEET SOUTHWEST OF THE NORTHWEST LEG OF THE
 QG1391'LOOKOUT TOWER, 6.5 FEET NORTHWEST OF THE SOUTHWEST LEG OF THE
 QG1391'LOOKOUT TOWER AND 72.0 FEET NORTH OF THE NORTHWEST CORNER OF
 QG1391'THE RANGER CABIN.
 QG1391'
 QG1391'NO AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 QG1391'
 QG1391'HEIGHT OF LIGHT ABOVE STATION MARK 19 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1393 ***********************************************************************
 QG1393  DESIGNATION -  ALMANAC MTN LOT
 QG1393  PID         -  QG1393
 QG1393  STATE/COUNTY-  ME/PENOBSCOT
 QG1393  USGS QUAD   -  BOTTLE LAKE (1988)
 QG1393
 QG1393                         *CURRENT SURVEY CONTROL
 QG1393  ___________________________________________________________________
 QG1393* NAD 83(1996)-  45 20 35.49196(N)    068 05 35.56117(W)     ADJUSTED  
 QG1393* NAVD 88     -                                                        
 QG1393  ___________________________________________________________________
 QG1393  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 QG1393  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 QG1393
 QG1393  HORZ ORDER  -  THIRD
 QG1393
 QG1393.The horizontal coordinates were established by classical geodetic methods
 QG1393.and adjusted by the National Geodetic Survey in March 1998..
 QG1393
 QG1393
 QG1393.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1393
 QG1393.The geoid height was determined by GEOID03.
 QG1393
 QG1393;                    North         East     Units Scale Factor Converg.
 QG1393;SPC ME E     -   186,360.918   331,878.749   MT  0.99991249   +0 17 21.7
 QG1393;UTM  19      - 5,021,475.754   571,040.842   MT  0.99966205   +0 38 42.2
 QG1393
 QG1393                          SUPERSEDED SURVEY CONTROL
 QG1393
 QG1393  NAD 83(1992)-  45 20 35.48977(N)    068 05 35.55938(W) AD(       ) 4
 QG1393  NAD 83(1986)-  45 20 35.49318(N)    068 05 35.56752(W) AD(       ) 4
 QG1393  NAD 27      -  45 20 35.26272(N)    068 05 37.52316(W) AD(       ) 3
 QG1393
 QG1393.Superseded values are not recommended for survey control.
 QG1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1393.See file dsdata.txt to determine how the superseded data were derived.
 QG1393
 QG1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL7104121476(NAD 83)
 QG1393_MARKER: 57 = LOOKOUT TOWER
 QG1393
 QG1393  HISTORY     - Date     Condition        Report By
 QG1393  HISTORY     - 1975     FIRST OBSERVED   NGS
 QG1393
 QG1393                          STATION DESCRIPTION
 QG1393
 QG1393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 QG1393'THE STATION IS A LOOKOUT TOWER OWNED BY THE MAINE FOREST SERVICE
 QG1393'LOCATED ON ALMANAC MTN. ABOUT 4-1/2 MILES SOUTH-SOUTHEAST OF
 QG1393'SPRINGFIELD AND 2 MILES WEST OF DUCK LAKE.
 QG1393'
 QG1393'THE POINT INTERSECTED WAS THE TOP CENTER OF THE LOOKOUT TOWER
 QG1393'CABIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1392 ***********************************************************************
 QG1392  DESIGNATION -  ALMANAC MTN MICROWAVE MAST
 QG1392  PID         -  QG1392
 QG1392  STATE/COUNTY-  ME/PENOBSCOT
 QG1392  USGS QUAD   -  BOTTLE LAKE (1988)
 QG1392
 QG1392                         *CURRENT SURVEY CONTROL
 QG1392  ___________________________________________________________________
 QG1392* NAD 83(1996)-  45 20 36.99984(N)    068 05 42.15917(W)     ADJUSTED  
 QG1392* NAVD 88     -                                                        
 QG1392  ___________________________________________________________________
 QG1392  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 QG1392  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 QG1392
 QG1392  HORZ ORDER  -  THIRD
 QG1392
 QG1392.The horizontal coordinates were established by classical geodetic methods
 QG1392.and adjusted by the National Geodetic Survey in March 1998..
 QG1392
 QG1392
 QG1392.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1392
 QG1392.The geoid height was determined by GEOID03.
 QG1392
 QG1392;                    North         East     Units Scale Factor Converg.
 QG1392;SPC ME E     -   186,406.741   331,734.886   MT  0.99991238   +0 17 17.0
 QG1392;UTM  19      - 5,021,520.672   570,896.733   MT  0.99966180   +0 38 37.5
 QG1392
 QG1392                          SUPERSEDED SURVEY CONTROL
 QG1392
 QG1392  NAD 83(1992)-  45 20 36.99754(N)    068 05 42.15706(W) AD(       ) 4
 QG1392  NAD 83(1986)-  45 20 36.99976(N)    068 05 42.16242(W) AD(       ) 4
 QG1392  NAD 27      -  45 20 36.76543(N)    068 05 44.10823(W) AD(       ) 3
 QG1392
 QG1392.Superseded values are not recommended for survey control.
 QG1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1392.See file dsdata.txt to determine how the superseded data were derived.
 QG1392
 QG1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL7089721521(NAD 83)
 QG1392_MARKER: 44 = MICROWAVE MAST
 QG1392
 QG1392  HISTORY     - Date     Condition        Report By
 QG1392  HISTORY     - 1975     FIRST OBSERVED   NGS
 QG1392
 QG1392                          STATION DESCRIPTION
 QG1392
 QG1392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 QG1392'THE STATION IS A 160 FOOT MAST LOCATED ON ALMANAC MTN. ABOUT
 QG1392'4-1/2 MILES SOUTH-SOUTHEAST OF SPRINGFIELD AND 2 MILES WEST OF
 QG1392'DUCK LAKE.
 QG1392'
 QG1392'THE POINT INTERSECTED WAS THE TOP CENTER OF THE MAST.  THE
 QG1392'TOWER IS ALTERNATINGLY RED AND WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1394 ***********************************************************************
 QG1394  DESIGNATION -  ALMANAC USGS R 1929 1975
 QG1394  PID         -  QG1394
 QG1394  STATE/COUNTY-  ME/PENOBSCOT
 QG1394  USGS QUAD   -  BOTTLE LAKE (1988)
 QG1394
 QG1394                         *CURRENT SURVEY CONTROL
 QG1394  ___________________________________________________________________
 QG1394* NAD 83(1996)-  45 20 35.51804(N)    068 05 35.66581(W)     ADJUSTED  
 QG1394* NAVD 88     -       321.1    (meters)    1053.     (feet)  VERTCON   
 QG1394  ___________________________________________________________________
 QG1394  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 QG1394  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 QG1394
 QG1394  HORZ ORDER  -  SECOND
 QG1394
 QG1394.The horizontal coordinates were established by classical geodetic methods
 QG1394.and adjusted by the National Geodetic Survey in March 1998..
 QG1394
 QG1394.The NAVD 88 height was computed by applying the VERTCON shift value to
 QG1394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QG1394
 QG1394.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1394
 QG1394.The geoid height was determined by GEOID03.
 QG1394
 QG1394;                    North         East     Units Scale Factor Converg.
 QG1394;SPC ME E     -   186,361.712   331,876.467   MT  0.99991249   +0 17 21.6
 QG1394;UTM  19      - 5,021,476.533   571,038.556   MT  0.99966205   +0 38 42.1
 QG1394
 QG1394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1394!SPC ME E     -   0.99995340  x   0.99991249  =   0.99986590
 QG1394!UTM  19      -   0.99995340  x   0.99966205  =   0.99961547
 QG1394
 QG1394:                Primary Azimuth Mark                     Grid Az
 QG1394:SPC ME E     -  PASSADUMKEAG USGS 1958                   220 49 14.9
 QG1394:UTM  19      -  PASSADUMKEAG USGS 1958                   220 27 54.4
 QG1394
 QG1394|---------------------------------------------------------------------|
 QG1394| PID    Reference Object                     Distance      Geod. Az  |
 QG1394|                                                           dddmmss.s |
 QG1394| QG1396 PASSADUMKEAG USGS 1958              APPROX.31.5 KM 2210636.5 |
 QG1394|---------------------------------------------------------------------|
 QG1394
 QG1394                          SUPERSEDED SURVEY CONTROL
 QG1394
 QG1394  NAD 83(1992)-  45 20 35.51585(N)    068 05 35.66402(W) AD(       ) 2
 QG1394  NAD 83(1986)-  45 20 35.51906(N)    068 05 35.67189(W) AD(       ) 2
 QG1394  NAD 27      -  45 20 35.28884(N)    068 05 37.62779(W) AD(       ) 2
 QG1394  NGVD 29 (07/19/86)  321.3    (m)         1054.     (f) VERT ANG       
 QG1394
 QG1394.Superseded values are not recommended for survey control.
 QG1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1394.See file dsdata.txt to determine how the superseded data were derived.
 QG1394
 QG1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL7103921477(NAD 83)
 QG1394_MARKER: DD = SURVEY DISK
 QG1394_SETTING: 66 = SET IN ROCK OUTCROP
 QG1394_SP_SET: SET IN A ROCK LEDGE
 QG1394_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG1394+STABILITY: POSITION/ELEVATION WELL
 QG1394
 QG1394  HISTORY     - Date     Condition        Report By
 QG1394  HISTORY     - 1975     MONUMENTED       USGS
 QG1394
 QG1394                          STATION DESCRIPTION
 QG1394
 QG1394'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 QG1394'TO REACH STATION ALMANAC FROM THE POST OFFICE IN SPRINGFIELD, GO
 QG1394'EAST ON STATE ROUTE NUMBER 6 FOR 0.75 MILE TO A PAVED SIDE ROAD
 QG1394'ON THE RIGHT, TURN RIGHT AND GO SOUTH ON THE PAVED ROAD FOR
 QG1394'2.75 MILE TO A CROSSROAD, CONTINUE SOUTH ON THE PAVED ROAD FOR
 QG1394'0.75 MILE TO A GRAVELED ROAD ON THE RIGHT, TURN RIGHT AND GO
 QG1394'WEST AND SOUTH, UP HILL ON A WINDING GRAVEL ROAD FOR 1.45 MILE
 QG1394'TO THE OF THE HILL, THE LOOKOUT TOWER, AND THE STATION ON THE
 QG1394'RIGHT AS DESCRIBED.
 QG1394'
 QG1394'REFERENCE MARK 2 IS A U.S. GEOLOGICAL SURVEY DISK STAMPED R 1929,
 QG1394'CEMENTED IN ROCK LEDGE ABOUT 3 INCHES BELOW THE SURFACE OF THE
 QG1394'GROUND.  IT IS 7.5 FEET SOUTHWEST OF THE NORTHWEST LEG OF THE
 QG1394'LOOKOUT TOWER, 6.5 FEET NORTHWEST OF THE SOUTHWEST LEG OF THE
 QG1394'LOOKOUT TOWER AND 72.0 FEET NORTH OF THE NORTHWEST CORNER OF
 QG1394'THE RANGER CABIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1536 ***********************************************************************
 QF1536  DESIGNATION -  AMAZON
 QF1536  PID         -  QF1536
 QF1536  STATE/COUNTY-  ME/WASHINGTON
 QF1536  USGS QUAD   -  BIG LAKE (1990)
 QF1536
 QF1536                         *CURRENT SURVEY CONTROL
 QF1536  ___________________________________________________________________
 QF1536* NAD 83(1996)-  45 14 45.97498(N)    067 44 42.75536(W)     ADJUSTED  
 QF1536* NAVD 88     -       238.     (meters)     781.     (feet)  SCALED    
 QF1536  ___________________________________________________________________
 QF1536  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 QF1536  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 QF1536
 QF1536  HORZ ORDER  -  THIRD
 QF1536
 QF1536.The horizontal coordinates were established by classical geodetic methods
 QF1536.and adjusted by the National Geodetic Survey in March 1998..
 QF1536
 QF1536.The orthometric height was scaled from a topographic map.
 QF1536
 QF1536.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1536
 QF1536.The geoid height was determined by GEOID03.
 QF1536
 QF1536;                    North         East     Units Scale Factor Converg.
 QF1536;SPC ME E     -   175,768.530   359,251.559   MT  0.99994315   +0 32 09.7
 QF1536;UTM  19      - 5,011,055.835   598,472.320   MT  0.99971923   +0 53 28.1
 QF1536
 QF1536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1536!SPC ME E     -   0.99996645  x   0.99994315  =   0.99990960
 QF1536!UTM  19      -   0.99996645  x   0.99971923  =   0.99968568
 QF1536
 QF1536:                Primary Azimuth Mark                     Grid Az
 QF1536:SPC ME E     -  R=MUSQUASH                               345 14 04.4
 QF1536:UTM  19      -  R=MUSQUASH                               344 52 46.0
 QF1536
 QF1536|---------------------------------------------------------------------|
 QF1536| PID    Reference Object                     Distance      Geod. Az  |
 QF1536|                                                           dddmmss.s |
 QF1536| QF1541 R=MUSQUASH                          APPROX.16.4 KM 3454614.1 |
 QF1536|---------------------------------------------------------------------|
 QF1536
 QF1536                          SUPERSEDED SURVEY CONTROL
 QF1536
 QF1536  NAD 83(1992)-  45 14 45.97201(N)    067 44 42.75384(W) AD(       ) 3
 QF1536  NAD 83(1986)-  45 14 45.97523(N)    067 44 42.76368(W) AD(       ) 3
 QF1536  NAD 27      -  45 14 45.72744(N)    067 44 44.76260(W) AD(       ) 3
 QF1536
 QF1536.Superseded values are not recommended for survey control.
 QF1536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1536.See file dsdata.txt to determine how the superseded data were derived.
 QF1536
 QF1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9847211056(NAD 83)
 QF1536_MARKER: DD = SURVEY DISK
 QF1536_SETTING: 66 = SET IN ROCK OUTCROP
 QF1536_SP_SET: SET IN A ROCK LEDGE
 QF1536_MAGNETIC: N = NO MAGNETIC MATERIAL
 QF1536_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF1536+STABILITY: POSITION/ELEVATION WELL
 QF1536
 QF1536  HISTORY     - Date     Condition        Report By
 QF1536  HISTORY     - 1928     MONUMENTED       USGS
 QF1536
 QF1536                          STATION DESCRIPTION
 QF1536
 QF1536'DESCRIBED BY US GEOLOGICAL SURVEY 1928 (TTR)
 QF1536'LOCATED ON AMAZON MOUNTAIN NEAR CENTER OF HINKLEY TOWNSHIP.  MOUNTAIN
 QF1536'IS HEAVILY TIMBERED ON ALL SIDES, THEREFORE STATION WAS NOT LOCATED
 QF1536'ON HIGHEST PART BUT ABOUT 100 FT E.  MOUNTAIN HAS BROAD FLAT TOP.
 QF1536'
 QF1536'TO REACH FROM GRAND LAKE STREAM RD. AT MUSQUASH BRIDGE BY CANOE,
 QF1536'FOLLOW UP MUSQUASH STREAM ABOUT 5.0 MI TO MOUTH OF AMAZON STREAM THEN
 QF1536'UP AMAZON STREAM ABOUT 0.5 MI TO OLD CAMP GROUND WHICH IS AT BASE OF
 QF1536'MOUNTAIN.  CLIMB E. SLOPE.
 QF1536'
 QF1536'STATION MARK-  STANDARD DISK SET IN GRANITE LEDGE OUTCROP STAMPED
 QF1536'---R 1928---AND COVERED BY ROCK CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2074 ***********************************************************************
 PE2074  DESIGNATION -  AMES
 PE2074  PID         -  PE2074
 PE2074  STATE/COUNTY-  ME/KNOX
 PE2074  USGS QUAD   -  VINALHAVEN (1988)
 PE2074
 PE2074                         *CURRENT SURVEY CONTROL
 PE2074  ___________________________________________________________________
 PE2074* NAD 83(1996)-  44 06 55.24924(N)    068 49 34.95727(W)     ADJUSTED  
 PE2074* NAVD 88     -        49.     (meters)     161.     (feet)  SCALED    
 PE2074  ___________________________________________________________________
 PE2074  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 PE2074  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 PE2074
 PE2074  HORZ ORDER  -  THIRD
 PE2074
 PE2074.The horizontal coordinates were established by classical geodetic methods
 PE2074.and adjusted by the National Geodetic Survey in March 1998..
 PE2074
 PE2074.The orthometric height was scaled from a topographic map.
 PE2074
 PE2074.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2074
 PE2074.The geoid height was determined by GEOID03.
 PE2074
 PE2074;                    North         East     Units Scale Factor Converg.
 PE2074;SPC ME E     -    49,899.734   273,875.918   MT  0.99990839   -0 13 37.9
 PE2074;UTM  19      - 4,884,698.962   513,893.072   MT  0.99960237   +0 07 15.1
 PE2074
 PE2074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2074!SPC ME E     -   0.99999625  x   0.99990839  =   0.99990464
 PE2074!UTM  19      -   0.99999625  x   0.99960237  =   0.99959862
 PE2074
 PE2074:                Primary Azimuth Mark                     Grid Az
 PE2074:SPC ME E     -  CHANNEL ROCK TRIPOD BEACON               040 51 24.4
 PE2074:UTM  19      -  CHANNEL ROCK TRIPOD BEACON               040 30 31.4
 PE2074
 PE2074|---------------------------------------------------------------------|
 PE2074| PID    Reference Object                     Distance      Geod. Az  |
 PE2074|                                                           dddmmss.s |
 PE2074| PE2067 CHANNEL ROCK TRIPOD BEACON          APPROX. 2.2 KM 0403746.5 |
 PE2074| PE2065 VINAL HAVEN CHANNEL ROCK BCN        APPROX. 2.2 KM 0403926.9 |
 PE2074| PE2052 WEST STONINGTON CHURCH SPIRE        APPROX.12.3 KM 0612332.3 |
 PE2074| PE2048 STONINGTON WATER TOWER              APPROX.13.2 KM 0684526.4 |
 PE2074| PE2041 DEER ISLAND THOROFARE LH            APPROX.10.1 KM 0775104.6 |
 PE2074| CE7740 AMES RM 1                            10.588 METERS 10931     |
 PE2074| CE7742 AMES RM EYEBOLT                      10.188 METERS 15103     |
 PE2074| CE7741 AMES RM 2                             5.455 METERS 18013     |
 PE2074| PE2057 NORTH HAVEN EPIS CH SPIRE           APPROX. 4.1 KM 2912637.1 |
 PE2074| PE2058 NORTH HAVEN WATER TOWER             APPROX. 4.2 KM 2981004.2 |
 PE2074| PE2104 NORTH HAVEN BAPTIST CH SPIRE        APPROX. 5.8 KM 3115029.0 |
 PE2074| PE2061 WIDOWS ISLAND CENTER OF HOUSE       APPROX. 1.6 KM 3482155.0 |
 PE2074| PE2062 WINDOWS ISLAND HOSPITAL CUPOLA      APPROX. 1.7 KM 3495332.7 |
 PE2074| PE2060 GOOSE ROCKS LIGHTHOUSE              APPROX. 2.3 KM 3512322.5 |
 PE2074|---------------------------------------------------------------------|
 PE2074
 PE2074                          SUPERSEDED SURVEY CONTROL
 PE2074
 PE2074  NAD 83(1992)-  44 06 55.25570(N)    068 49 34.93701(W) AD(       ) 3
 PE2074  NAD 83(1986)-  44 06 55.25853(N)    068 49 34.94065(W) AD(       ) 3
 PE2074  NAD 27      -  44 06 54.96600(N)    068 49 36.84000(W) AD(       ) 3
 PE2074
 PE2074.Superseded values are not recommended for survey control.
 PE2074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2074.See file dsdata.txt to determine how the superseded data were derived.
 PE2074
 PE2074_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ1389384699(NAD 83)
 PE2074
 PE2074  HISTORY     - Date     Condition        Report By
 PE2074  HISTORY     - 1902     MONUMENTED       CGS
 PE2074  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2074  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2074
 PE2074                          STATION DESCRIPTION
 PE2074
 PE2074'DESCRIBED BY COAST AND GEODETIC SURVEY 1902 (FDG)
 PE2074'ON CALDERWOOD NECK ON A ROCKY HILL ABOUT 150 YARDS E OF THE
 PE2074'DWELLING HOUSE OF JAMES CALDERWOOD.
 PE2074'
 PE2074'THE MAIN ROAD LEADING TO VINAL HAVEN (CARVERS HARBOR) PASSES
 PE2074'ABOUT 100 YARDS E OF THE STATION.
 PE2074'
 PE2074'THE STATION, IS AN EYEBOLT SET IN A DRILL HOLE IN A FLAT ROCK
 PE2074'NEAR THE CENTER OF THE TOP OF THE HILL.  THERE IS ANOTHER
 PE2074'EYEBOLT IN A ROUGH LEDGE 29.5 FEET TO THE S.  THE S EDGE OF THE
 PE2074'WESTERNMOST CHIMNEY AND THE N EDGE OF THE EASTERNMOST CHIMNEY
 PE2074'OF CALDERWOODS HOUSE AND THE STATION ARE IN RANGE.
 PE2074
 PE2074                          STATION RECOVERY (1934)
 PE2074
 PE2074'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2074'STATION WAS RECOVERED AS DESCRIBED.  THE EYEBOLT AT THE STATION
 PE2074'WAS LEFT INTACT AND TWO NEW REFERENCE MARKS, STAMPED BRONZE
 PE2074'DISKS WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK WERE SET.  A
 PE2074'TARGET WAS SET 5.0 METERS AND INSTRUMENT 1.5 METERS ABOVE STATION.
 PE2074'
 PE2074'THE STATION IS ON THE NW END OF VINAL HAVEN ISLAND, OVER-LOOKING
 PE2074'THE NE ENTRANCE TO FOX ISLAND THOROUGHFARE, AND IS 1-1/2
 PE2074'MILES SE OF GOOSE ROCKS LIGHT.
 PE2074'
 PE2074'STATION IS ON A BARE LEDGE ON TOP OF THE KNOLL BUT NOT ON THE
 PE2074'HIGHEST POINT ON THE LEDGE.
 PE2074'
 PE2074'REFERENCE MARK NO. 1 IS ON AN OUTCROPPING LEDGE ON THE E SIDE OF
 PE2074'THE KNOLL AND IS AT THE SAME ELEVATION AS THE STATION.
 PE2074'
 PE2074'REFERENCE MARK NO. 2 IS ON THE HIGHEST LEDGE ON THE S PORTION OF
 PE2074'THE KNOLL AND IS ABOUT 1/2 METER HIGHER THAN THE STATION.  THE
 PE2074'OLD EYEBOLT REFERENCE MARK WAS LEFT INTACT AND IS ON THE SE
 PE2074'PORTION OF THE LEDGE.
 PE2074
 PE2074                          STATION RECOVERY (1943)
 PE2074
 PE2074'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2074'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 PE2074'
 PE2074'EYEBOLT 2 IS 8.975 METERS S OF STATION.  3.575 METERS TO R.M. 2,
 PE2074'AND 5.757 METERS SW OF EYEBOLT 1, WHICH IS SE OF STATION.  EYEBOLT
 PE2074'1 IS THE EYEBOLT R.M. THAT THE 1934 DESCRIPTION REFERS
 PE2074'TO, AND EYEBOLT 2 IS THE EYEBOLT THAT THE ORIGINAL DESCRIPTION
 PE2074'OF 1902 REFERS TO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ2721 ***********************************************************************
 AJ2721  CBN         -  This is a Cooperative Base Network Control Station.
 AJ2721  DESIGNATION -  AMHERST
 AJ2721  PID         -  AJ2721
 AJ2721  STATE/COUNTY-  ME/HANCOCK
 AJ2721  USGS QUAD   -  HOPKINS POND (1988)
 AJ2721
 AJ2721                         *CURRENT SURVEY CONTROL
 AJ2721  ___________________________________________________________________
 AJ2721* NAD 83(1996)-  44 49 36.22065(N)    068 22 50.10838(W)     ADJUSTED  
 AJ2721* NAVD 88     -        75.8    (meters)     249.     (feet)  GPS OBS   
 AJ2721  ___________________________________________________________________
 AJ2721  X           -   1,669,481.745 (meters)                     COMP
 AJ2721  Y           -  -4,212,458.748 (meters)                     COMP
 AJ2721  Z           -   4,473,748.200 (meters)                     COMP
 AJ2721  LAPLACE CORR-           3.71  (seconds)                    DEFLEC99
 AJ2721  ELLIP HEIGHT-          51.38  (meters)          (04/26/01) GPS OBS
 AJ2721  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 AJ2721
 AJ2721  HORZ ORDER  -  A
 AJ2721  ELLP ORDER  -  FOURTH    CLASS I
 AJ2721
 AJ2721.The horizontal coordinates were established by GPS observations
 AJ2721.and adjusted by the National Geodetic Survey in April 2001..
 AJ2721
 AJ2721.The orthometric height was determined by GPS observations and a
 AJ2721.high-resolution geoid model.
 AJ2721
 AJ2721.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2721
 AJ2721.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2721
 AJ2721.The ellipsoidal height was determined by GPS observations
 AJ2721.and is referenced to NAD 83.
 AJ2721
 AJ2721.The geoid height was determined by GEOID03.
 AJ2721
 AJ2721;                    North         East     Units Scale Factor Converg.
 AJ2721;SPC ME E     -   128,896.648   309,442.833   MT  0.99990110   +0 05 03.1
 AJ2721;UTM  19      - 4,963,888.961   548,966.249   MT  0.99962948   +0 26 12.0
 AJ2721
 AJ2721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2721!SPC ME E     -   0.99999194  x   0.99990110  =   0.99989304
 AJ2721!UTM  19      -   0.99999194  x   0.99962948  =   0.99962143
 AJ2721
 AJ2721                          SUPERSEDED SURVEY CONTROL
 AJ2721
 AJ2721.No superseded survey control is available for this station.
 AJ2721
 AJ2721_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK4896663889(NAD 83)
 AJ2721_MARKER: DD = SURVEY DISK
 AJ2721_SETTING: 66 = SET IN ROCK OUTCROP
 AJ2721_STAMPING: AMHERST 1989
 AJ2721_MARK LOGO: MEDT  
 AJ2721_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2721_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ2721+STABILITY: POSITION/ELEVATION WELL
 AJ2721_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2721+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2000
 AJ2721
 AJ2721  HISTORY     - Date     Condition        Report By
 AJ2721  HISTORY     - 1989     MONUMENTED       MEDT
 AJ2721  HISTORY     - 20000717 GOOD             MEDT
 AJ2721
 AJ2721                          STATION DESCRIPTION
 AJ2721
 AJ2721'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 2000 (TL)
 AJ2721'THE STATION IS LOCATED ABOUT 1 MI (1.6 KM) WEST OF AMHERST AND 0.2 MI
 AJ2721'(0.3 KM) WEST OF A BRIDGE CROSSING THE WEST BRANCH OF THE UNION RIVER.
 AJ2721'OWNERSHIP--MAINE DEPARTMENT OF TRANSPORTATION.  TO REACH FROM THE
 AJ2721'JUNCTION OF STATE HIGHWAYS 9 AND 181 IN AMHERST, GO WEST FOR 0.95 MI
 AJ2721'(1.53 KM) ON HIGHWAY 9 TO THE STATION ON THE LEFT, ON TOP OF AN
 AJ2721'EXPOSED ROCK LEDGE.  LOCATED 46.8 FT (14.3 M) EAST OF THE WEST END OF
 AJ2721'A RIGHT-OF-WAY FENCE AND 4.8 FT (1.5 M) NORTH-NORTHEAST OF THE
 AJ2721'RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0935 ***********************************************************************
 QF0935  DESIGNATION -  ANDERSON 1887
 QF0935  PID         -  QF0935
 QF0935  STATE/COUNTY-  ME/WASHINGTON
 QF0935  USGS QUAD   -  WOODLAND (1987)
 QF0935
 QF0935                         *CURRENT SURVEY CONTROL
 QF0935  ___________________________________________________________________
 QF0935* NAD 83(1996)-  45 08 15.95432(N)    067 23 14.83187(W)     ADJUSTED  
 QF0935* NAVD 88     -       160.     (meters)     525.     (feet)  SCALED    
 QF0935  ___________________________________________________________________
 QF0935  LAPLACE CORR-           3.92  (seconds)                    DEFLEC99
 QF0935  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 QF0935
 QF0935  HORZ ORDER  -  THIRD
 QF0935
 QF0935.The horizontal coordinates were established by classical geodetic methods
 QF0935.and adjusted by the National Geodetic Survey in March 1998..
 QF0935
 QF0935.The orthometric height was scaled from a topographic map.
 QF0935
 QF0935.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0935
 QF0935.The geoid height was determined by GEOID03.
 QF0935
 QF0935;                    North         East     Units Scale Factor Converg.
 QF0935;SPC ME E     -   164,054.448   387,501.550   MT  0.99999411   +0 47 19.1
 QF0935;UTM  19      - 4,999,519.345   626,788.358   MT  0.99979766   +1 08 35.3
 QF0935
 QF0935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0935!SPC ME E     -   0.99997862  x   0.99999411  =   0.99997273
 QF0935!UTM  19      -   0.99997862  x   0.99979766  =   0.99977628
 QF0935
 QF0935:                Primary Azimuth Mark                     Grid Az
 QF0935:SPC ME E     -  CASEYS BARN FINIAL IBC                   021 55 05.8
 QF0935:UTM  19      -  CASEYS BARN FINIAL IBC                   021 33 49.6
 QF0935
 QF0935|---------------------------------------------------------------------|
 QF0935| PID    Reference Object                     Distance      Geod. Az  |
 QF0935|                                                           dddmmss.s |
 QF0935| QF0938 CASEYS BARN FINIAL IBC              APPROX. 2.0 KM 0224224.9 |
 QF0935| QF0899 MURCHIE                             APPROX. 2.2 KM 0414847.4 |
 QF0935| QF0963 WOODLAND WATER TANK FINIAL IBC      APPROX. 2.6 KM 3275721.4 |
 QF0935| QF0960 WOODLAND PULP MILL NEW CHY IBC      APPROX. 2.6 KM 3303908.7 |
 QF0935|---------------------------------------------------------------------|
 QF0935
 QF0935                          SUPERSEDED SURVEY CONTROL
 QF0935
 QF0935  NAD 83(1992)-  45 08 15.94937(N)    067 23 14.83010(W) AD(       ) 3
 QF0935  NAD 83(1986)-  45 08 15.95161(N)    067 23 14.83545(W) AD(       ) 3
 QF0935  NAD 27      -  45 08 15.68000(N)    067 23 16.86400(W) AD(       ) 3
 QF0935
 QF0935.Superseded values are not recommended for survey control.
 QF0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0935.See file dsdata.txt to determine how the superseded data were derived.
 QF0935
 QF0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK2678899519(NAD 83)
 QF0935_MARKER: H = DRILL HOLE
 QF0935_SETTING: 80 = SET IN A BOULDER
 QF0935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0935+STABILITY: SURFACE MOTION
 QF0935
 QF0935  HISTORY     - Date     Condition        Report By
 QF0935  HISTORY     - 1887     MONUMENTED       NGS
 QF0935  HISTORY     - 1935     SEE DESCRIPTION  MEGS
 QF0935
 QF0935                          STATION DESCRIPTION
 QF0935
 QF0935'DESCRIBED BY NATIONAL GEODETIC SURVEY 1887 (CHB)
 QF0935'ON THE SUMMIT OF BAILEY HILL, ABOUT 3-1/2 MILES WNW OF BARING, 1-1/2
 QF0935'MILES S BY E OF WOODLAND, AND ON THE W SIDE OF THE BARING - PRINCETON
 QF0935'ROAD.  IT IS ON A GRANITE BOULDER WHICH FORMS PART OF THE BASE OF A
 QF0935'STONE FENCE BETWEEN THE ADJOINING FARMS.
 QF0935'
 QF0935'STATION MARK IS A DRILL HOLE IN THE TOP OF THE BOULDER.  A
 QF0935'TRIANGLE IS CUT ON THE S FACE OF THE BOULDER.  A TRIANGLE IS CUT ON
 QF0935'THE S FACE OF THE BOULDER.
 QF0935'
 QF0935'STATION NOT RECOVERED IN 1935.
 QF0935
 QF0935                          STATION RECOVERY (1935)
 QF0935
 QF0935'RECOVERY NOTE BY MAINE GEODETIC SURVEY 1935
 QF0935'STATION IS ON THE SUMMIT OF BAILEY HILL, ABOUT 3-1/2 MILES WNW OF
 QF0935'BARING, 1-1/2 MILES S BY E OF WOODLAND, AND ON THE W SIDE OF
 QF0935'THE BARING-PRINCETON ROAD.  IT IS ON A GRANITE BOULDER WHICH FORMS
 QF0935'PART OF THE BASE OF A STONE FENCE BETWEEN THE ADJOINING FARMS.
 QF0935'
 QF0935'STATION MARK IS A DRILL HOLE IN THE TOP OF THE BOULDER.  A
 QF0935'TRIANGLE IS CUT ON THE S FACE OF THE BOULDER.
 QF0935'
 QF0935'STATION NOT RECOVERED IN 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2620 ***********************************************************************
 OC2620  DESIGNATION -  ANDREA
 OC2620  PID         -  OC2620
 OC2620  STATE/COUNTY-  ME/CUMBERLAND
 OC2620  USGS QUAD   -  NORTH SEBAGO (1983)
 OC2620
 OC2620                         *CURRENT SURVEY CONTROL
 OC2620  ___________________________________________________________________
 OC2620* NAD 83(1996)-  43 59 55.05759(N)    070 41 43.00520(W)     ADJUSTED  
 OC2620* NAVD 88     -       191.5    (meters)     628.     (feet)  VERTCON   
 OC2620  ___________________________________________________________________
 OC2620  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 OC2620  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 OC2620
 OC2620  HORZ ORDER  -  SECOND
 OC2620
 OC2620.The horizontal coordinates were established by classical geodetic methods
 OC2620.and adjusted by the National Geodetic Survey in March 1998..
 OC2620
 OC2620.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2620
 OC2620.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2620
 OC2620.The geoid height was determined by GEOID03.
 OC2620
 OC2620;                    North         East     Units Scale Factor Converg.
 OC2620;SPC ME W     -   129,596.671   857,602.413   MT  0.99998877   -0 22 01.9
 OC2620;UTM  19      - 4,873,117.374   364,078.636   MT  0.99982722   -1 10 40.0
 OC2620
 OC2620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2620!SPC ME W     -   0.99997420  x   0.99998877  =   0.99996297
 OC2620!UTM  19      -   0.99997420  x   0.99982722  =   0.99980143
 OC2620
 OC2620|---------------------------------------------------------------------|
 OC2620| PID    Reference Object                     Distance      Geod. Az  |
 OC2620|                                                           dddmmss.s |
 OC2620| OC2618 ANDREA AZ MK                        365.663 METERS 09222     |
 OC2620| OC2619 ANDREA RM 1                          22.276 METERS 12607     |
 OC2620| CE7187 ANDREA RM 2                          21.178 METERS 23622     |
 OC2620|---------------------------------------------------------------------|
 OC2620
 OC2620                          SUPERSEDED SURVEY CONTROL
 OC2620
 OC2620  NAD 83(1992)-  43 59 55.05692(N)    070 41 43.00616(W) AD(       ) 2
 OC2620  NAD 83(1986)-  43 59 55.06437(N)    070 41 43.00993(W) AD(       ) 2
 OC2620  NAD 27      -  43 59 54.79991(N)    070 41 44.77923(W) AD(       ) 2
 OC2620  NGVD 29 (07/19/86)  191.7    (m)          629.     (f) VERT ANG       
 OC2620
 OC2620.Superseded values are not recommended for survey control.
 OC2620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2620.See file dsdata.txt to determine how the superseded data were derived.
 OC2620
 OC2620_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ6407973117(NAD 83)
 OC2620_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OC2620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC2620_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC2620
 OC2620  HISTORY     - Date     Condition        Report By
 OC2620  HISTORY     - 1976     MONUMENTED       NGS
 OC2620  HISTORY     - 1981     GOOD             MEDT
 OC2620  HISTORY     - 20050606 GOOD             GEOCAC
 OC2620
 OC2620                          STATION DESCRIPTION
 OC2620
 OC2620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2620'THE STATION IS LOCATED ABOUT 0.6 MILE NORTHEAST OF SOUTH
 OC2620'BRIDGTON, 3.75 MILES SOUTH OF BRIDGTON AND 5 MILES
 OC2620'NORTHWEST OF NAPLES.
 OC2620'
 OC2620'TO REACH FROM THE POST OFFICE IN NAPLES, GO NORTHWEST
 OC2620'ON STATE ROUTE 302 FOR 3.5 MILES TO A SIDE ROAD ON THE
 OC2620'LEFT.  TURN LEFT AND GO WESTERLY FOR 0.6 MILE TO A SIDE ROAD
 OC2620'ON THE LEFT.  TURN LEFT AND GO 0.9 MILE TO THE AZIMUTH MARK
 OC2620'ON THE RIGHT NEXT TO POWER POLE 21.  CONTINUE WESTERLY FOR
 OC2620'0.25 MILE TO THE STATION ON THE RIGHT NEAR POWER POLE 26.
 OC2620'
 OC2620'THE STATION MARKS ARE STANDARD DISKS STAMPED---ANDREA 1976---.
 OC2620'THE SURFACE DISK IS SET IN THE
 OC2620'TOP OF A 12-INCH CYLINDRICAL CONCRETE POST.  IT IS
 OC2620'2.8 FEET SOUTH OF A METAL WITNESS POST, 5.4 FEET NORTHEAST
 OC2620'OF POWER POLE NUMBER 26, 7.0 FEET SOUTH OF A ROCK WALL, 22.0
 OC2620'FEET NORTH OF THE CENTERLINE OF THE ROAD AND ABOUT 6 FEET
 OC2620'HIGHER THAN THE ROAD.
 OC2620'THE UNDERGROUND MARK IS A STANDARD
 OC2620'DISK SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 48 INCHES
 OC2620'BELOW THE GROUND SURFACE.
 OC2620'
 OC2620'REFERENCE MARK 1, STAMPED---ANDREA NO 1 1976---, IS A STANDARD
 OC2620'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST.
 OC2620'IT IS 5.0 FEET NORTH OF A SMALL MAPLE TREE AT THE END OF THE
 OC2620'ROCK WALL, 20.0 FEET SOUTH OF THE CENTERLINE OF THE ROAD AND
 OC2620'IT PROJECTS ABOUT 1 INCH ABOVE THE GROUND SURFACE.
 OC2620'
 OC2620'REFERENCE MARK 2, STAMPED---ANDREA NO 2 1976---, IS A STANDARD
 OC2620'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST.
 OC2620'IT IS 17.5 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 42.0 FEET
 OC2620'EAST OF A KNARLED TREE AND IT PROJECTS ABOUT 1 INCH ABOVE THE
 OC2620'GROUND SURFACE.
 OC2620'
 OC2620'THE AZIMUTH MARK, STAMPED---ANDREA 1976---, IS A STANDARD
 OC2620'DISK SET FLUSH IN A DRILL HOLE IN EXPOSED BEDROCK.
 OC2620'IT IS 3.0 FEET WEST OF A METAL WITNESS POST, 25.3 FEET NORTH
 OC2620'OF POWER POLE NUMBER 21 AND 33.0 FEET NORTHEAST OF THE
 OC2620'CENTERLINE OF THE ROAD.
 OC2620'
 OC2620'THE HEIGHT OF THE LIGHT ABOVE THE STATION WAS 1.37 METERS.
 OC2620'
 OC2620'DESCRIBED BY JERRY E. ELLINGWOOD.
 OC2620
 OC2620                          STATION RECOVERY (1981)
 OC2620
 OC2620'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1981 (RSL)
 OC2620'ANDREA 1976 ANDREA NO 1 1976 ANDREA NO 2 1976 ANDREA 1976 (AZ. MK)
 OC2620'ALL MARKS WERE RECOVERED AS DESCRIBED, IN GOOD CONDITION.
 OC2620
 OC2620                          STATION RECOVERY (2005)
 OC2620
 OC2620'RECOVERY NOTE BY GEOCACHING 2005 (JKS)
 OC2620'ALL THREE MARKS RECOVERED AS DESCRIBED IN GOOD CONDITION. AZ MARK NOT
 OC2620'FOUND AT THIS TIME. JKS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2618 ***********************************************************************
 OC2618  DESIGNATION -  ANDREA AZ MK
 OC2618  PID         -  OC2618
 OC2618  STATE/COUNTY-  ME/CUMBERLAND
 OC2618  USGS QUAD   -  NORTH SEBAGO (1983)
 OC2618
 OC2618                         *CURRENT SURVEY CONTROL
 OC2618  ___________________________________________________________________
 OC2618* NAD 83(1996)-  43 59 54.56875(N)    070 41 26.60704(W)     ADJUSTED  
 OC2618* NAVD 88     -       184.4    (meters)     605.     (feet)  VERTCON   
 OC2618  ___________________________________________________________________
 OC2618  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 OC2618  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 OC2618
 OC2618  HORZ ORDER  -  SECOND
 OC2618
 OC2618.The horizontal coordinates were established by classical geodetic methods
 OC2618.and adjusted by the National Geodetic Survey in March 1998..
 OC2618
 OC2618.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2618
 OC2618.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2618
 OC2618.The geoid height was determined by GEOID03.
 OC2618
 OC2618;                    North         East     Units Scale Factor Converg.
 OC2618;SPC ME W     -   129,579.252   857,967.657   MT  0.99998839   -0 21 50.5
 OC2618;UTM  19      - 4,873,094.793   364,443.537   MT  0.99982601   -1 10 28.6
 OC2618
 OC2618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2618!SPC ME W     -   0.99997531  x   0.99998839  =   0.99996371
 OC2618!UTM  19      -   0.99997531  x   0.99982601  =   0.99980133
 OC2618
 OC2618|---------------------------------------------------------------------|
 OC2618| PID    Reference Object                     Distance      Geod. Az  |
 OC2618|                                                           dddmmss.s |
 OC2618| OC2619 ANDREA RM 1                         347.364 METERS 27019     |
 OC2618| OC2620 ANDREA                              365.663 METERS 27222     |
 OC2618|---------------------------------------------------------------------|
 OC2618
 OC2618                          SUPERSEDED SURVEY CONTROL
 OC2618
 OC2618  NAD 83(1992)-  43 59 54.56807(N)    070 41 26.60800(W) AD(       ) 2
 OC2618  NAD 83(1986)-  43 59 54.57551(N)    070 41 26.61175(W) AD(       ) 2
 OC2618  NAD 27      -  43 59 54.31089(N)    070 41 28.38159(W) AD(       ) 2
 OC2618  NGVD 29 (07/19/86)  184.6    (m)          606.     (f) VERT ANG       
 OC2618
 OC2618.Superseded values are not recommended for survey control.
 OC2618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2618.See file dsdata.txt to determine how the superseded data were derived.
 OC2618
 OC2618_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ6444473095(NAD 83)
 OC2618_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OC2618_SETTING: 66 = SET IN ROCK OUTCROP
 OC2618_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OC2618+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2005
 OC2618
 OC2618  HISTORY     - Date     Condition        Report By
 OC2618  HISTORY     - 1976     MONUMENTED       NGS
 OC2618  HISTORY     - 20050606 MARK NOT FOUND   GEOCAC
 OC2618  HISTORY     - 20050628 GOOD             GEOCAC
 OC2618
 OC2618                          STATION DESCRIPTION
 OC2618
 OC2618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2618'THIS STATION WAS ESTABLISHED BY AN EDM MEASUREMENT FROM
 OC2618'TRAVERSE STATION ANDREA. SEE DESCRIPTION THEREOF.
 OC2618'
 OC2618'DESCRIBED BY JERRY E. ELLINGWOOD.
 OC2618'
 OC2618'THE HEIGHT OF LIGHT ABOVE THE STATION WAS 1.0 METER.
 OC2618
 OC2618                          STATION RECOVERY (2005)
 OC2618
 OC2618'RECOVERY NOTE BY GEOCACHING 2005 (JKS)
 OC2618'MARK NOT FOUND. REFERENCED POLE IS THERE AND WITNESS POST HAS BEEN
 OC2618'UPROOTED. HEAVY LOGGING OPERATION HERE. JKS
 OC2618
 OC2618                          STATION RECOVERY (2005)
 OC2618
 OC2618'RECOVERY NOTE BY GEOCACHING 2005 (JKS)
 OC2618'RECOVERED IN GOOD CONDITION AT INCORRECTLY LISTED BEARINGS.
 OC2618'INSTRUCTIONS READ
 OC2618' 
 OC2618'OC2620'THE AZIMUTH MARK, STAMPED---ANDREA 1976---, IS A STANDARD
 OC2618' OC2620'DISK SET FLUSH IN A DRILL HOLE IN EXPOSED BEDROCK.
 OC2618' OC2620'IT IS 3.0 FEET WEST OF A METAL WITNESS POST, 25.3 FEET NORTH
 OC2618' OC2620'OF POWER POLE NUMBER 21 AND 33.0 FEET NORTHEAST OF THE
 OC2618' OC2620'CENTERLINE OF THE ROAD.
 OC2618' OC2620'
 OC2618' OC2620'THE HEIGHT OF THE LIGHT ABOVE THE STATION WAS 1.37 METERS.
 OC2618' 
 OC2618'TRUE NORTH SEEMS TO HAVE BEEN INCORRECTLY DETERMINED FROM THE LISTED
 OC2618'REFERENCES. FROM THE POLE, BEAR 320 DEGREES FOR 25 FEET. TRUE NORTH
 OC2618'HERE IS ABOUT MAGNETIC PLUS 18.....THE ABOVE BEARINGS ARE MAGNETIC
 OC2618'MINUS 18. SUBMITTED BY J.K. SNYDER
 OC2618' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1938 ***********************************************************************
 OC1938  DESIGNATION -  ANDREW
 OC1938  PID         -  OC1938
 OC1938  STATE/COUNTY-  ME/CUMBERLAND
 OC1938  USGS QUAD   -  GORHAM (1975)
 OC1938
 OC1938                         *CURRENT SURVEY CONTROL
 OC1938  ___________________________________________________________________
 OC1938* NAD 83(1996)-  43 40 34.30877(N)    070 27 11.07970(W)     ADJUSTED  
 OC1938* NAVD 88     -       100.5    (meters)     330.     (feet)  VERTCON   
 OC1938  ___________________________________________________________________
 OC1938  LAPLACE CORR-           3.66  (seconds)                    DEFLEC99
 OC1938  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 OC1938
 OC1938  HORZ ORDER  -  FIRST
 OC1938
 OC1938.The horizontal coordinates were established by classical geodetic methods
 OC1938.and adjusted by the National Geodetic Survey in March 1998..
 OC1938
 OC1938.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC1938.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC1938
 OC1938.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1938
 OC1938.The geoid height was determined by GEOID03.
 OC1938
 OC1938;                    North         East     Units Scale Factor Converg.
 OC1938;SPC ME W     -    93,676.947   876,904.263   MT  0.99997323   -0 11 52.0
 OC1938;UTM  19      - 4,836,935.589   382,868.474   MT  0.99976875   -1 00 12.9
 OC1938
 OC1938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1938!SPC ME W     -   0.99998839  x   0.99997323  =   0.99996162
 OC1938!UTM  19      -   0.99998839  x   0.99976875  =   0.99975714
 OC1938
 OC1938:                Primary Azimuth Mark                     Grid Az
 OC1938:SPC ME W     -  GORHAM MUN TANK                          027 04 56.6
 OC1938:UTM  19      -  GORHAM MUN TANK                          027 53 17.5
 OC1938
 OC1938|---------------------------------------------------------------------|
 OC1938| PID    Reference Object                     Distance      Geod. Az  |
 OC1938|                                                           dddmmss.s |
 OC1938| OC1939 GORHAM MUN TANK                     APPROX. 0.5 KM 0265304.6 |
 OC1938| OC1972 MT INDEPENDENCE                     APPROX.14.2 KM 0491218.2 |
 OC1938| CE7189 ANDREW RM 2                          14.009 METERS 11002     |
 OC1938| CE7188 ANDREW RM 1                          10.630 METERS 19123     |
 OC1938|---------------------------------------------------------------------|
 OC1938
 OC1938                          SUPERSEDED SURVEY CONTROL
 OC1938
 OC1938  NAD 83(1992)-  43 40 34.30746(N)    070 27 11.08074(W) AD(       ) 1
 OC1938  NAD 83(1986)-  43 40 34.31380(N)    070 27 11.08626(W) AD(       ) 1
 OC1938  NAD 27      -  43 40 34.02570(N)    070 27 12.90257(W) AD(       ) 1
 OC1938  NGVD 29 (07/19/86)  100.7    (m)          330.     (f) VERT ANG       
 OC1938
 OC1938.Superseded values are not recommended for survey control.
 OC1938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1938.See file dsdata.txt to determine how the superseded data were derived.
 OC1938
 OC1938_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ8286836936(NAD 83)
 OC1938_MARKER: Z = SEE DESCRIPTION
 OC1938_SETTING: 0 = UNSPECIFIED SETTING
 OC1938
 OC1938  HISTORY     - Date     Condition        Report By
 OC1938  HISTORY     - 1943     MONUMENTED       CGS
 OC1938  HISTORY     - 1963     SEE DESCRIPTION  CGS
 OC1938
 OC1938                          STATION DESCRIPTION
 OC1938
 OC1938'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FLG)
 OC1938'STATION IS ABOUT 1/2 MILE W OF GORHAM ALONG THE FLAGGY MEADOW ROAD,
 OC1938'ON THE SAME HILL AS A PORTLAND WATER DISTRICT STANDPIPE, AND ON
 OC1938'LAND OWNED BY MRS. ANDREW.  THE STATION IS ABOUT 150 YARDS SE OF
 OC1938'MRS. ANDREWS HOUSE WHICH IS ON THE S SIDE OF THE ROAD, ABOUT 15
 OC1938'YARDS N OF THE STANDPIPE, AND NEAR THE W SIDE OF A SMALL
 OC1938'HAYFIELD.  THE SURFACE MARK IS BURIED ABOUT 15 INCHES BELOW THE
 OC1938'SURFACE.
 OC1938'
 OC1938'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS SET
 OC1938'IN CONCRETE.
 OC1938'
 OC1938'REFERENCE MARK 1 IS SW OF THE STATION, 16 FEET E AND 1 FOOT N
 OC1938'OF THE NW CORNER OF THE FENCE AROUND THE STANDPIPE.
 OC1938'
 OC1938'REFERENCE MARK 2 IS SE OF THE STATION, 20 FEET W AND 1 FOOT N
 OC1938'OF THE NE CORNER OF THE FENCE AROUND THE STANDPIPE.  BOTH MARKS
 OC1938'ARE FLUSH WITH THE SURFACE OF THE GROUND.
 OC1938
 OC1938                          STATION RECOVERY (1963)
 OC1938
 OC1938'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FHG)
 OC1938'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2544 ***********************************************************************
 PE2544  DESIGNATION -  ANDREW
 PE2544  PID         -  PE2544
 PE2544  STATE/COUNTY-  ME/HANCOCK
 PE2544  USGS QUAD   -  DEER ISLE (1983)
 PE2544
 PE2544                         *CURRENT SURVEY CONTROL
 PE2544  ___________________________________________________________________
 PE2544* NAD 83(1996)-  44 08 44.45692(N)    068 42 02.73109(W)     ADJUSTED  
 PE2544* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 PE2544  ___________________________________________________________________
 PE2544  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 PE2544  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 PE2544
 PE2544  HORZ ORDER  -  THIRD
 PE2544
 PE2544.The horizontal coordinates were established by classical geodetic methods
 PE2544.and adjusted by the National Geodetic Survey in March 1998..
 PE2544
 PE2544.The orthometric height was scaled from a topographic map.
 PE2544
 PE2544.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2544
 PE2544.The geoid height was determined by GEOID03.
 PE2544
 PE2544;                    North         East     Units Scale Factor Converg.
 PE2544;SPC ME E     -    53,237.919   283,938.971   MT  0.99990317   -0 08 23.4
 PE2544;UTM  19      - 4,888,097.208   523,932.632   MT  0.99960704   +0 12 30.3
 PE2544
 PE2544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2544!SPC ME E     -   1.00000334  x   0.99990317  =   0.99990651
 PE2544!UTM  19      -   1.00000334  x   0.99960704  =   0.99961038
 PE2544
 PE2544                          SUPERSEDED SURVEY CONTROL
 PE2544
 PE2544  NAD 83(1992)-  44 08 44.46382(N)    068 42 02.71156(W) AD(       ) 3
 PE2544  NAD 83(1986)-  44 08 44.46779(N)    068 42 02.70250(W) AD(       ) 3
 PE2544
 PE2544.Superseded values are not recommended for survey control.
 PE2544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2544.See file dsdata.txt to determine how the superseded data were derived.
 PE2544
 PE2544_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ2393388097(NAD 83)
 PE2544_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PE2544_SETTING: 66 = SET IN ROCK OUTCROP
 PE2544_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 PE2544_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2544_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE2544+STABILITY: POSITION/ELEVATION WELL
 PE2544
 PE2544  HISTORY     - Date     Condition        Report By
 PE2544  HISTORY     - 1983     MONUMENTED       NOS
 PE2544
 PE2544                          STATION DESCRIPTION
 PE2544
 PE2544'DESCRIBED BY NATIONAL OCEAN SERVICE 1983 (CSM)
 PE2544'THE STATION IS LOCATED ON ANDREWS ISLAND WHICH IS ABOUT
 PE2544'1.6 KM (1.0 MI) WEST OF STONINGTON, MAINE.
 PE2544'
 PE2544'THE STATION WAS REACHED BY BOAT.
 PE2544'
 PE2544'THE STATION IS A PLAIN ALUMINUM DISK 5 CM IN DIAMETER SET
 PE2544'FLUSH INTO A DRILL HOLE IN ROCK OUTCROPPING ON THE EAST
 PE2544'POINT OF THE ISLAND, AND STAMPED---ANDREW 1982---.  IT
 PE2544'IS LOCATED,
 PE2544'9.2 METERS (30 FT) EAST OF THE TREE LINE AND
 PE2544'3.1 METERS (10 FT) WEST OF THE HIGH WATER LINE.
 PE2544'
 PE2544'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.35 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2014 ***********************************************************************
 OC2014  DESIGNATION -  ANDREW HUFFS BARN CUPOLA
 OC2014  PID         -  OC2014
 OC2014  STATE/COUNTY-  ME/YORK
 OC2014  USGS QUAD   -  KENNEBUNKPORT (1975)
 OC2014
 OC2014                         *CURRENT SURVEY CONTROL
 OC2014  ___________________________________________________________________
 OC2014* NAD 83(1996)-  43 21 49.31291(N)    070 26 39.97490(W)     ADJUSTED  
 OC2014* NAVD 88     -                                                        
 OC2014  ___________________________________________________________________
 OC2014  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 OC2014  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 OC2014
 OC2014  HORZ ORDER  -  THIRD
 OC2014
 OC2014.The horizontal coordinates were established by classical geodetic methods
 OC2014.and adjusted by the National Geodetic Survey in March 1998..
 OC2014
 OC2014
 OC2014.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2014
 OC2014.The geoid height was determined by GEOID03.
 OC2014
 OC2014;                    North         East     Units Scale Factor Converg.
 OC2014;SPC ME W     -    58,956.194   877,485.093   MT  0.99997290   -0 11 26.6
 OC2014;UTM  19      - 4,802,217.204   382,962.338   MT  0.99976850   -0 59 30.8
 OC2014
 OC2014                          SUPERSEDED SURVEY CONTROL
 OC2014
 OC2014  NAD 83(1992)-  43 21 49.31162(N)    070 26 39.97619(W) AD(       ) 4
 OC2014  NAD 83(1986)-  43 21 49.31726(N)    070 26 39.98167(W) AD(       ) 4
 OC2014  NAD 27      -  43 21 49.01200(N)    070 26 41.78600(W) AD(       ) 3
 OC2014
 OC2014.Superseded values are not recommended for survey control.
 OC2014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2014.See file dsdata.txt to determine how the superseded data were derived.
 OC2014
 OC2014_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ8296202217(NAD 83)
 OC2014
 OC2014  HISTORY     - Date     Condition        Report By
 OC2014  HISTORY     - UNK      MONUMENTED
 OC2014  HISTORY     - 1928     SEE DESCRIPTION  CGS
 OC2014
 OC2014                          STATION DESCRIPTION
 OC2014
 OC2014'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (GCM)
 OC2014'STATION DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1636 ***********************************************************************
 QF1636  DESIGNATION -  ANNIE
 QF1636  PID         -  QF1636
 QF1636  STATE/COUNTY-  ME/WASHINGTON
 QF1636  USGS QUAD   -  FOREST CITY (1988)
 QF1636
 QF1636                         *CURRENT SURVEY CONTROL
 QF1636  ___________________________________________________________________
 QF1636* NAD 83(1996)-  45 39 15.03290(N)    067 41 50.55313(W)     ADJUSTED  
 QF1636* NAVD 88     -       115.     (meters)     377.     (feet)  SCALED    
 QF1636  ___________________________________________________________________
 QF1636  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 QF1636  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 QF1636
 QF1636  HORZ ORDER  -  THIRD
 QF1636
 QF1636.The horizontal coordinates were established by classical geodetic methods
 QF1636.and adjusted by the National Geodetic Survey in March 1998..
 QF1636
 QF1636.The orthometric height was scaled from a topographic map.
 QF1636
 QF1636.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1636
 QF1636.The geoid height was determined by GEOID03.
 QF1636
 QF1636;                    North         East     Units Scale Factor Converg.
 QF1636;SPC ME E     -   221,153.492   362,553.812   MT  0.99994809   +0 34 26.4
 QF1636;UTM  19      - 5,056,450.347   601,491.546   MT  0.99972664   +0 55 53.9
 QF1636
 QF1636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1636!SPC ME E     -   0.99998573  x   0.99994809  =   0.99993382
 QF1636!UTM  19      -   0.99998573  x   0.99972664  =   0.99971237
 QF1636
 QF1636:                Primary Azimuth Mark                     Grid Az
 QF1636:SPC ME E     -  REFERENCE MON 83 ECC                     018 30 56.0
 QF1636:UTM  19      -  REFERENCE MON 83 ECC                     018 09 28.5
 QF1636
 QF1636|---------------------------------------------------------------------|
 QF1636| PID    Reference Object                     Distance      Geod. Az  |
 QF1636|                                                           dddmmss.s |
 QF1636| QF1731 REFERENCE MON 83 ECC                APPROX. 0.6 KM 0190522.4 |
 QF1636| CE8792 ANNIE IBC RM                         12.549 METERS 12628     |
 QF1636| QF1640 REFERENCE MON 82=LANDING            APPROX. 0.9 KM 3193147.6 |
 QF1636| QF1638 ORPHAN IBC                          273.546 METERS 32101     |
 QF1636|---------------------------------------------------------------------|
 QF1636
 QF1636                          SUPERSEDED SURVEY CONTROL
 QF1636
 QF1636  NAD 83(1992)-  45 39 15.02973(N)    067 41 50.55125(W) AD(       ) 3
 QF1636  NAD 83(1986)-  45 39 15.03376(N)    067 41 50.56611(W) AD(       ) 3
 QF1636  NAD 27      -  45 39 14.81700(N)    067 41 52.54400(W) AD(       ) 3
 QF1636
 QF1636.Superseded values are not recommended for survey control.
 QF1636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1636.See file dsdata.txt to determine how the superseded data were derived.
 QF1636
 QF1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL0149256450(NAD 83)
 QF1636_MARKER: H = DRILL HOLE
 QF1636_SETTING: 0 = UNSPECIFIED SETTING
 QF1636
 QF1636  HISTORY     - Date     Condition        Report By
 QF1636  HISTORY     - 1946     MONUMENTED       IBC
 QF1636  HISTORY     - 1955     GOOD             IBC
 QF1636
 QF1636                          STATION DESCRIPTION
 QF1636
 QF1636'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF1636'ON A PROMINENT POINT ON THE W SIDE OF SPEDNIK LAKE, 0.4 MILE S OF
 QF1636'FOREST CITY LANDING.  IT IS ON THE HIGH SAND BAR EXTENDING SE FROM
 QF1636'THE POINT, 60 FEET OUTSIDE THE TREE LINE ON THE POINT, AND ABOUT A
 QF1636'FOOT UNDER HIGH WATER.
 QF1636'
 QF1636'STATION MARK IS A DRILL HOLE IN A ROCK 15 INCHES IN DIAMETER AND
 QF1636'RISING 3 INCHES ABOVE THE BAR, WITH A CAIRN BUILT OVER IT.
 QF1636'
 QF1636'REFERENCE MARK IS A GS OF C BRONZE REFERENCE DISK SET IN A DRILL HOLE
 QF1636'IN AN EMBEDDED ROCK 5 BY 2 FEET AND 6 INCHES HIGH ON THE GRASS GROUND
 QF1636'ON THE BAR 41.18 FEET S OF THE STATION.
 QF1636
 QF1636                          STATION RECOVERY (1955)
 QF1636
 QF1636'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1636'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0604 ***********************************************************************
 OB0604  DESIGNATION -  ANT
 OB0604  PID         -  OB0604
 OB0604  STATE/COUNTY-  ME/CUMBERLAND
 OB0604  USGS QUAD   -  BRUNSWICK (1980)
 OB0604
 OB0604                         *CURRENT SURVEY CONTROL
 OB0604  ___________________________________________________________________
 OB0604* NAD 83(1996)-  43 55 52.45110(N)    069 53 43.12782(W)     ADJUSTED  
 OB0604* NAVD 88     -        24.     (meters)      79.     (feet)  SCALED    
 OB0604  ___________________________________________________________________
 OB0604  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 OB0604  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 OB0604
 OB0604  HORZ ORDER  -  THIRD
 OB0604
 OB0604.The horizontal coordinates were established by classical geodetic methods
 OB0604.and adjusted by the National Geodetic Survey in March 1998..
 OB0604
 OB0604.The orthometric height was scaled from a topographic map.
 OB0604
 OB0604.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0604
 OB0604.The geoid height was determined by GEOID03.
 OB0604
 OB0604;                    North         East     Units Scale Factor Converg.
 OB0604;SPC ME W     -   122,008.972   921,788.619   MT  0.99997250   +0 11 17.8
 OB0604;UTM  19      - 4,864,625.034   428,136.089   MT  0.99966352   -0 37 16.3
 OB0604
 OB0604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0604!SPC ME W     -   1.00000032  x   0.99997250  =   0.99997282
 OB0604!UTM  19      -   1.00000032  x   0.99966352  =   0.99966384
 OB0604
 OB0604:                Primary Azimuth Mark                     Grid Az
 OB0604:SPC ME W     -  CAMP                                     013 01 35.4
 OB0604:UTM  19      -  CAMP                                     013 50 09.5
 OB0604
 OB0604|---------------------------------------------------------------------|
 OB0604| PID    Reference Object                     Distance      Geod. Az  |
 OB0604|                                                           dddmmss.s |
 OB0604| OB0607 CAMP                                APPROX. 2.4 KM 0131253.2 |
 OB0604| OB0609 FRY                                 APPROX. 1.4 KM 0214508.8 |
 OB0604| OB0601 GRAVES                              APPROX. 1.7 KM 2203437.6 |
 OB0604| OB0602 PINE                                APPROX. 2.9 KM 2484335.6 |
 OB0604|---------------------------------------------------------------------|
 OB0604
 OB0604                          SUPERSEDED SURVEY CONTROL
 OB0604
 OB0604  NAD 83(1992)-  43 55 52.44975(N)    069 53 43.12717(W) AD(       ) 3
 OB0604  NAD 83(1986)-  43 55 52.45534(N)    069 53 43.13231(W) AD(       ) 3
 OB0604  NAD 27      -  43 55 52.18200(N)    069 53 44.98100(W) AD(       ) 3
 OB0604
 OB0604.Superseded values are not recommended for survey control.
 OB0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0604.See file dsdata.txt to determine how the superseded data were derived.
 OB0604
 OB0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ2813664625(NAD 83)
 OB0604
 OB0604  HISTORY     - Date     Condition        Report By
 OB0604  HISTORY     - UNK      MONUMENTED
 OB0604  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0604
 OB0604                          STATION DESCRIPTION
 OB0604
 OB0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (HOF)
 OB0604'A SEARCH WAS MADE ON A ROCK LEDGE BUT NO MARK WAS FOUND.  PLANE
 OB0604'TABLE AND AIR COMPILATION METHODS MIGHT LOCATE THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2751 ***********************************************************************
 OC2751  DESIGNATION -  ANTIQUE
 OC2751  PID         -  OC2751
 OC2751  STATE/COUNTY-  ME/YORK
 OC2751  USGS QUAD   -  CORNISH (1964)
 OC2751
 OC2751                         *CURRENT SURVEY CONTROL
 OC2751  ___________________________________________________________________
 OC2751* NAD 83(1996)-  43 47 00.30546(N)    070 45 34.02118(W)     ADJUSTED  
 OC2751* NAVD 88     -       132.2    (meters)     434.     (feet)  VERTCON   
 OC2751  ___________________________________________________________________
 OC2751  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 OC2751  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 OC2751
 OC2751  HORZ ORDER  -  SECOND
 OC2751
 OC2751.The horizontal coordinates were established by classical geodetic methods
 OC2751.and adjusted by the National Geodetic Survey in March 1998..
 OC2751
 OC2751.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2751
 OC2751.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2751
 OC2751.The geoid height was determined by GEOID03.
 OC2751
 OC2751;                    North         East     Units Scale Factor Converg.
 OC2751;SPC ME W     -   105,720.516   852,284.021   MT  0.99999466   -0 24 36.6
 OC2751;UTM  19      - 4,849,322.378   358,424.528   MT  0.99984653   -1 13 03.5
 OC2751
 OC2751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2751!SPC ME W     -   0.99998350  x   0.99999466  =   0.99997816
 OC2751!UTM  19      -   0.99998350  x   0.99984653  =   0.99983003
 OC2751
 OC2751|---------------------------------------------------------------------|
 OC2751| PID    Reference Object                     Distance      Geod. Az  |
 OC2751|                                                           dddmmss.s |
 OC2751| OC2750 ANTIQUE AZ MK                       298.227 METERS 12331     |
 OC2751| OC2705 SAWYER                              APPROX. 4.3 KM 1731344.8 |
 OC2751| CE7190 ANTIQUE RM 1                          6.343 METERS 29420     |
 OC2751| OC2752 ANTIQUE RM 2                         21.920 METERS 33544     |
 OC2751|---------------------------------------------------------------------|
 OC2751
 OC2751                          SUPERSEDED SURVEY CONTROL
 OC2751
 OC2751  NAD 83(1992)-  43 47 00.30451(N)    070 45 34.02279(W) AD(       ) 2
 OC2751  NAD 83(1986)-  43 47 00.31195(N)    070 45 34.02785(W) AD(       ) 2
 OC2751  NAD 27      -  43 47 00.03629(N)    070 45 35.80794(W) AD(       ) 2
 OC2751  NGVD 29 (07/19/86)  132.4    (m)          434.     (f) VERT ANG       
 OC2751
 OC2751.Superseded values are not recommended for survey control.
 OC2751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2751.See file dsdata.txt to determine how the superseded data were derived.
 OC2751
 OC2751_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ5842549322(NAD 83)
 OC2751_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OC2751_SETTING: 80 = SET IN A BOULDER
 OC2751_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 OC2751_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OC2751+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2005
 OC2751
 OC2751  HISTORY     - Date     Condition        Report By
 OC2751  HISTORY     - 1976     MONUMENTED       NGS
 OC2751  HISTORY     - 20040626 GOOD             GEOCAC
 OC2751  HISTORY     - 20050917 GOOD             GEOCAC
 OC2751
 OC2751                          STATION DESCRIPTION
 OC2751
 OC2751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2751'THE STATION IS LOCATED ABOUT 2.5 MILES SOUTHEAST OF CORNISH,
 OC2751'4.5 MILES NORTHWEST OF LIMINGTON AND 0.5 MILE SOUTH OF
 OC2751'THE SACO RIVER.
 OC2751'
 OC2751'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 25 AND
 OC2751'117, ABOUT 2.5 MILES SOUTHEAST OF CORNISH, GO WESTERLY ON
 OC2751'ROUTE 25 FOR 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 OC2751'CONTINUE WEST ON ROUTE 25 FOR 0.2 MILE TO THE STATION
 OC2751'ON THE LEFT.
 OC2751'
 OC2751'STATION MARK, STAMPED---ANTIQUE 1976---, IS A STANDARD DISK
 OC2751'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 3 INCHES
 OC2751'ABOVE THE GROUND.  IT IS 56.0 FEET SOUTH-
 OC2751'SOUTHEAST OF POWER POLE NUMBER 025, 51.0 FEET SOUTHWEST OF THE
 OC2751'CENTERLINE OF ROUTE 25 AND 49.0 FEET NORTHEAST OF A
 OC2751'STONE WALL.
 OC2751'
 OC2751'REFERENCE MARK 1, STAMPED---ANTIQUE NO 1 1976---, IS A
 OC2751'STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER WHICH
 OC2751'IS FLUSH WITH THE GROUND.  IT IS 48.5 FEET
 OC2751'SOUTH OF POWER POLE NUMBER 025, 59.0 FEET SOUTHWEST OF THE
 OC2751'CENTERLINE OF ROUTE 25 AND 45.0 FEET NORTHEAST OF A
 OC2751'STONE WALL.
 OC2751'
 OC2751'REFERENCE MARK 2, STAMPED---ANTIQUE NO 2 1976---, IS A
 OC2751'STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER WHICH
 OC2751'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 24.0 FEET
 OC2751'WEST OF POWER POLE NUMBER 025, 5.5 FEET SOUTHWEST OF A METAL
 OC2751'WITNESS POST AND 90.0 FEET NORTHEAST OF A STONE WALL.
 OC2751'
 OC2751'THE AZIMUTH MARK, STAMPED---ANTIQUE AZ MK 1976---, IS A
 OC2751'STANDARD REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN
 OC2751'A BOULDER WHICH PROJECTS 1 FOOT ABOVE THE GROUND.  IT IS 57.0
 OC2751'FEET NORTHWEST OF A CORNER OF A BARBED WIRE FENCE, 7.8 FEET
 OC2751'NORTHEAST OF A METAL WITNESS POST AND 110 FEET SOUTHWEST
 OC2751'OF THE WOODS LINE.
 OC2751'
 OC2751'THE HEIGHT OF LIGHT ABOVE THE STATION IS 1.2 METERS.
 OC2751'
 OC2751'DESCRIBED BY JOHN R. HIGGINS.
 OC2751
 OC2751                          STATION RECOVERY (2004)
 OC2751
 OC2751'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 OC2751'MAIN STATION ANTIQUE, RM NO.1 AND RM NO.2 ALL FOUND IN GOOD CONDITION
 OC2751'AT THEIR DESCRIBED LOCATION. REPORT BY JOHN K. SNYDER, GEOCAC.
 OC2751
 OC2751                          STATION RECOVERY (2005)
 OC2751
 OC2751'RECOVERY NOTE BY GEOCACHING 2005 (JKS)
 OC2751'MAIN STATION MARK, RM 1 AND RM 2 ALL RECOVERED IN GOOD CONDITION AT
 OC2751'THEIR DESCRIBED LOCATIONS. THIS AREA IS HEAVILY WOODED NOW. SUBMITTED
 OC2751'BY J.K. SNYDER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2750 ***********************************************************************
 OC2750  DESIGNATION -  ANTIQUE AZ MK
 OC2750  PID         -  OC2750
 OC2750  STATE/COUNTY-  ME/YORK
 OC2750  USGS QUAD   -  CORNISH (1964)
 OC2750
 OC2750                         *CURRENT SURVEY CONTROL
 OC2750  ___________________________________________________________________
 OC2750* NAD 83(1996)-  43 46 54.96936(N)    070 45 22.90214(W)     ADJUSTED  
 OC2750* NAVD 88     -       129.5    (meters)     425.     (feet)  VERTCON   
 OC2750  ___________________________________________________________________
 OC2750  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 OC2750  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 OC2750
 OC2750  HORZ ORDER  -  SECOND
 OC2750
 OC2750.The horizontal coordinates were established by classical geodetic methods
 OC2750.and adjusted by the National Geodetic Survey in March 1998..
 OC2750
 OC2750.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2750
 OC2750.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2750
 OC2750.The geoid height was determined by GEOID03.
 OC2750
 OC2750;                    North         East     Units Scale Factor Converg.
 OC2750;SPC ME W     -   105,554.056   852,531.467   MT  0.99999437   -0 24 28.9
 OC2750;UTM  19      - 4,849,152.473   358,669.567   MT  0.99984568   -1 12 55.6
 OC2750
 OC2750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2750!SPC ME W     -   0.99998392  x   0.99999437  =   0.99997829
 OC2750!UTM  19      -   0.99998392  x   0.99984568  =   0.99982960
 OC2750
 OC2750                          SUPERSEDED SURVEY CONTROL
 OC2750
 OC2750  NAD 83(1992)-  43 46 54.96842(N)    070 45 22.90375(W) AD(       ) 2
 OC2750  NAD 83(1986)-  43 46 54.97584(N)    070 45 22.90881(W) AD(       ) 2
 OC2750  NAD 27      -  43 46 54.70007(N)    070 45 24.68936(W) AD(       ) 2
 OC2750  NGVD 29 (07/19/86)  129.7    (m)          426.     (f) VERT ANG       
 OC2750
 OC2750.Superseded values are not recommended for survey control.
 OC2750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2750.See file dsdata.txt to determine how the superseded data were derived.
 OC2750
 OC2750_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ5867049152(NAD 83)
 OC2750_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OC2750_SETTING: 80 = SET IN A BOULDER
 OC2750_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 OC2750
 OC2750  HISTORY     - Date     Condition        Report By
 OC2750  HISTORY     - 1976     MONUMENTED       NGS
 OC2750  HISTORY     - 20050918 MARK NOT FOUND   GEOCAC
 OC2750
 OC2750                          STATION DESCRIPTION
 OC2750
 OC2750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2750'THIS STATION WAS ESTABLISHED BY AN EDM MEASUREMENT FROM
 OC2750'TRAVERSE STATION ANTIQUE. SEE DESCRIPTION THEREOF.
 OC2750'
 OC2750'DESCRIBED BY JERRY E. ELLINGWOOD.
 OC2750'
 OC2750'THE HEIGHT OF LIGHT ABOVE THE STATION WAS 1.0 METER.
 OC2750
 OC2750                          STATION RECOVERY (2005)
 OC2750
 OC2750'RECOVERY NOTE BY GEOCACHING 2005 (JKS)
 OC2750'MARK NOT FOUND. POSSIBLY LOST DUE TO ROAD WIDENING. SUBMITTED BY J.K.
 OC2750'SNYDER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0925 ***********************************************************************
 PD0925  DESIGNATION -  ANTOINES CHIMNEY
 PD0925  PID         -  PD0925
 PD0925  STATE/COUNTY-  ME/WASHINGTON
 PD0925  USGS QUAD   -  PEMBROKE (1977)
 PD0925
 PD0925                         *CURRENT SURVEY CONTROL
 PD0925  ___________________________________________________________________
 PD0925* NAD 83(1996)-  44 57 23.62365(N)    067 12 48.83772(W)     ADJUSTED  
 PD0925* NAVD 88     -                                                        
 PD0925  ___________________________________________________________________
 PD0925  LAPLACE CORR-           5.75  (seconds)                    DEFLEC99
 PD0925  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 PD0925
 PD0925  HORZ ORDER  -  THIRD
 PD0925
 PD0925.The horizontal coordinates were established by classical geodetic methods
 PD0925.and adjusted by the National Geodetic Survey in March 1998..
 PD0925
 PD0925
 PD0925.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0925
 PD0925.The geoid height was determined by GEOID03.
 PD0925
 PD0925;                    North         East     Units Scale Factor Converg.
 PD0925;SPC ME E     -   144,121.857   401,497.734   MT  1.00002664   +0 54 32.5
 PD0925;UTM  19      - 4,979,677.359   640,904.737   MT  0.99984414   +1 15 44.8
 PD0925
 PD0925                          SUPERSEDED SURVEY CONTROL
 PD0925
 PD0925  NAD 83(1992)-  44 57 23.61358(N)    067 12 48.83626(W) AD(       ) 4
 PD0925  NAD 83(1986)-  44 57 23.61219(N)    067 12 48.83894(W) AD(       ) 4
 PD0925  NAD 27      -  44 57 23.32800(N)    067 12 50.88500(W) AD(       ) 3
 PD0925
 PD0925.Superseded values are not recommended for survey control.
 PD0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0925.See file dsdata.txt to determine how the superseded data were derived.
 PD0925
 PD0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK4090579677(NAD 83)
 PD0925
 PD0925  HISTORY     - Date     Condition        Report By
 PD0925  HISTORY     - UNK      MONUMENTED
 PD0925  HISTORY     - 1935     SEE DESCRIPTION  MEGS
 PD0925
 PD0925                          STATION DESCRIPTION
 PD0925
 PD0925'DESCRIBED BY MAINE GEODETIC SURVEY 1935
 PD0925'STATION DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MY4798 ***********************************************************************
 MY4798  DESIGNATION -  AP 1917
 MY4798  PID         -  MY4798
 MY4798  STATE/COUNTY-  ME/YORK
 MY4798  USGS QUAD   -  ISLES OF SHOALS (1973)
 MY4798
 MY4798                         *CURRENT SURVEY CONTROL
 MY4798  ___________________________________________________________________
 MY4798* NAD 83(1996)-  42 59 13.98196(N)    070 36 48.37007(W)     ADJUSTED  
 MY4798* NAVD 88     -        21.     (meters)      69.     (feet)  SCALED    
 MY4798  ___________________________________________________________________
 MY4798  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 MY4798  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 MY4798
 MY4798  HORZ ORDER  -  THIRD
 MY4798
 MY4798.The horizontal coordinates were established by classical geodetic methods
 MY4798.and adjusted by the National Geodetic Survey in March 1998..
 MY4798
 MY4798.The orthometric height was scaled from a topographic map.
 MY4798
 MY4798.The Laplace correction was computed from DEFLEC99 derived deflections.
 MY4798
 MY4798.The geoid height was determined by GEOID03.
 MY4798
 MY4798;                    North         East     Units Scale Factor Converg.
 MY4798;SPC ME W     -    17,191.403   863,563.623   MT  0.99998299   -0 18 16.7
 MY4798;SPC NH       -    54,660.391   385,896.724   MT  1.00005740   +0 43 05.4
 MY4798;SPC NH       -   179,331.63  1,266,062.84   sFT  1.00005740   +0 43 05.4
 MY4798;UTM  19      - 4,760,658.241   368,462.971   MT  0.99981285   -1 06 00.9
 MY4798
 MY4798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MY4798!SPC ME W     -   1.00000091  x   0.99998299  =   0.99998390
 MY4798!SPC NH       -   1.00000091  x   1.00005740  =   1.00005831
 MY4798!UTM  19      -   1.00000091  x   0.99981285  =   0.99981376
 MY4798
 MY4798:                Primary Azimuth Mark                     Grid Az
 MY4798:SPC ME W     -  MINGO ROCK                               034 14 30.1
 MY4798:SPC NH       -  MINGO ROCK                               033 13 08.0
 MY4798:UTM  19      -  MINGO ROCK                               035 02 14.3
 MY4798
 MY4798|---------------------------------------------------------------------|
 MY4798| PID    Reference Object                     Distance      Geod. Az  |
 MY4798|                                                           dddmmss.s |
 MY4798| OC2161 MINGO ROCK                          APPROX. 1.9 KM 0335613.4 |
 MY4798|---------------------------------------------------------------------|
 MY4798
 MY4798                          SUPERSEDED SURVEY CONTROL
 MY4798
 MY4798  NAD 83(1992)-  42 59 13.98162(N)    070 36 48.37075(W) AD(       ) 3
 MY4798  NAD 83(1986)-  42 59 13.98382(N)    070 36 48.37500(W) AD(       ) 3
 MY4798  NAD 27      -  42 59 13.64400(N)    070 36 50.19700(W) AD(       ) 3
 MY4798
 MY4798.Superseded values are not recommended for survey control.
 MY4798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MY4798.See file dsdata.txt to determine how the superseded data were derived.
 MY4798
 MY4798_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH6846360658(NAD 83)
 MY4798_MARKER: 86 = CUPOLA
 MY4798
 MY4798  HISTORY     - Date     Condition        Report By
 MY4798  HISTORY     - 1917     FIRST OBSERVED   CGS
 MY4798  HISTORY     - 1928     GOOD             CGS
 MY4798  HISTORY     - 1928     GOOD             CGS
 MY4798  HISTORY     - 1943     GOOD             CGS
 MY4798  HISTORY     - 1989     GOOD             USPSQD
 MY4798
 MY4798                          STATION DESCRIPTION
 MY4798
 MY4798'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (GCM)
 MY4798'STATION IS HIGHEST POINT OF CUPOLA OF ISLES OF SHOALS COAST GUARD
 MY4798'STATION WHICH IS SITUATED ON THE HIGHEST POINT OF APPLEDORE ISLAND.
 MY4798
 MY4798                          STATION RECOVERY (1928)
 MY4798
 MY4798'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928 (CKG)
 MY4798'ORIGINAL DESCRIPTION FURNISHED.
 MY4798'
 MY4798'THE STATION RECOVERED WAS THE CENTER OF THE LOOKOUT TOWER OR CUPOLA
 MY4798'ON THE COAST GUARD STATION AT APPLEDORE ISLAND, ISLES OF SHOALS.
 MY4798'THE COAST GUARD STATION IS LOCATED ON THE HIGHEST PART OF THE
 MY4798'ISLAND.
 MY4798
 MY4798                          STATION RECOVERY (1943)
 MY4798
 MY4798'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 MY4798'RECOVERED AS DESCRIBED.
 MY4798
 MY4798                          STATION RECOVERY (1989)
 MY4798
 MY4798'RECOVERY NOTE BY US POWER SQUADRON 1989 (MG)
 MY4798'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0079 ***********************************************************************
 RF0079  DESIGNATION -  AP STA A
 RF0079  PID         -  RF0079
 RF0079  STATE/COUNTY-  ME/AROOSTOOK
 RF0079  USGS QUAD   -  PRESQUE ISLE (1984)
 RF0079
 RF0079                         *CURRENT SURVEY CONTROL
 RF0079  ___________________________________________________________________
 RF0079* NAD 83(1986)-  46 40 51.     (N)    068 02 42.     (W)     SCALED    
 RF0079* NAVD 88     -       137.574  (meters)     451.36   (feet)  ADJUSTED  
 RF0079  ___________________________________________________________________
 RF0079  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 RF0079  DYNAMIC HT  -         137.587 (meters)     451.40  (feet)  COMP
 RF0079  MODELED GRAV-     980,708.7   (mgal)                       NAVD 88
 RF0079
 RF0079  VERT ORDER  -  SECOND    CLASS 0
 RF0079
 RF0079.This mark is at Northern Maine Regional At Presque Isle Airport (PQI)
 RF0079
 RF0079.The horizontal coordinates were scaled from a topographic map and have
 RF0079.an estimated accuracy of +/- 6 seconds.
 RF0079
 RF0079.The orthometric height was determined by differential leveling
 RF0079.and adjusted by the National Geodetic Survey in June 1991..
 RF0079
 RF0079.The geoid height was determined by GEOID03.
 RF0079
 RF0079.The dynamic height is computed by dividing the NAVD 88
 RF0079.geopotential number by the normal gravity value computed on the
 RF0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0079.degrees latitude (g = 980.6199 gals.).
 RF0079
 RF0079.The modeled gravity was interpolated from observed gravity values.
 RF0079
 RF0079;                    North         East    Units  Estimated Accuracy
 RF0079;SPC ME E     -   335,050.      334,810.      MT  (+/- 180 meters Scaled)
 RF0079
 RF0079                          SUPERSEDED SURVEY CONTROL
 RF0079
 RF0079  NGVD 29 (??/??/92)  137.766  (m)          451.99   (f) ADJ UNCH    2 0
 RF0079
 RF0079.Superseded values are not recommended for survey control.
 RF0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0079.See file dsdata.txt to determine how the superseded data were derived.
 RF0079
 RF0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM730701(NAD 83)
 RF0079_MARKER: DT = TOPOGRAPHIC STATION DISK
 RF0079_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 RF0079_STAMPING: AP 1963 STA A
 RF0079_MARK LOGO: CGS   
 RF0079_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RF0079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RF0079
 RF0079  HISTORY     - Date     Condition        Report By
 RF0079  HISTORY     - 1963     MONUMENTED       CGS
 RF0079  HISTORY     - 1974     GOOD             NGS
 RF0079  HISTORY     - 19850615 GOOD             CGS
 RF0079  HISTORY     - 19951014 MARK NOT FOUND   CHANCE
 RF0079
 RF0079                          STATION DESCRIPTION
 RF0079
 RF0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 RF0079'0.5 MI W FROM PRESQUE ISLE.
 RF0079'THE STATION IS LOCATED 149.83 FT. EAST OF THE PHYSICAL CENTERLINE
 RF0079'END OF RWY. 1 (MARKED BY A COPPER NAIL AND WASHER), 65.8 FT. EAST
 RF0079'OF THE EASTERNMOST THRESHOLD LIGHT, AND 196.7 FT. SE OF THE FIRST
 RF0079'RWY. LIGHT ON THE EASTERN SIDE OF RWY. 1.  THE STATION IS
 RF0079'LOCATED APPROX. 1 FT. BELOW GROUND SURFACE.
 RF0079
 RF0079                          STATION RECOVERY (1985)
 RF0079
 RF0079'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1985
 RF0079'LOCATED AT NORTHERN MAINE REGIONAL AIRPORT AT PRESQUE ISLE, THE
 RF0079'STATION IS 149.83 FT (45.67 M) EAST OF THE PHYSICAL CENTERLINE END OF
 RF0079'UNWAY 1 (MARKED BY A PK NAIL AND WASHER), 65.8 FT (20.1 M) EAST OF THE
 RF0079'EASTERNMOST THRESHOLD LIGHT, AND 196.7 FT (60.0 M) SOUTHEAST OF THE
 RF0079'FIRST RUNWAY LIGHT ON THE EAST SIDE OF RWY 1.  IT IS A STANDARD
 RF0079'TOPOGRAPHIC STATION DISK STAMPED AP 1963 STA A, MOUNTED IN THE TOP OF
 RF0079'A CONCRETE MONUMENT WHICH IS ABOUT 1 FT (0.3 M) BELOW THE GROUND
 RF0079'SURFACE.  THE STATION IS ON LINE WITH A ROW OF ABANDONED LIGHT BASES
 RF0079'JUST SOUTH OF THE THRESHOLD LIGHTS.
 RF0079
 RF0079                          STATION RECOVERY (1995)
 RF0079
 RF0079'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KB)
 RF0079'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB2668 ***********************************************************************
 AB2668  SACS        -  This is a Secondary Airport Control Station.
 AB2668  DESIGNATION -  AP STA B3 PWM
 AB2668  PID         -  AB2668
 AB2668  STATE/COUNTY-  ME/CUMBERLAND
 AB2668  USGS QUAD   -  PORTLAND WEST (1978)
 AB2668
 AB2668                         *CURRENT SURVEY CONTROL
 AB2668  ___________________________________________________________________
 AB2668* NAD 83(1996)-  43 38 46.05204(N)    070 19 25.96563(W)     ADJUSTED  
 AB2668* NAVD 88     -        21.53   (meters)      70.6    (feet)  GPS OBS   
 AB2668  ___________________________________________________________________
 AB2668  X           -   1,556,475.713 (meters)                     COMP
 AB2668  Y           -  -4,352,783.428 (meters)                     COMP
 AB2668  Z           -   4,379,720.764 (meters)                     COMP
 AB2668  LAPLACE CORR-           3.53  (seconds)                    DEFLEC99
 AB2668  ELLIP HEIGHT-          -4.75  (meters)          (01/07/02) GPS OBS
 AB2668  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 AB2668
 AB2668  HORZ ORDER  -  FIRST
 AB2668  ELLP ORDER  -  FIFTH     CLASS I
 AB2668
 AB2668.This mark is at Portland Intl Jetport  (PWM)
 AB2668
 AB2668.The horizontal coordinates were established by GPS observations
 AB2668.and adjusted by the National Geodetic Survey in July 1997..
 AB2668
 AB2668.The orthometric height was determined by GPS observations and a
 AB2668.high-resolution geoid model.
 AB2668
 AB2668.GPS derived orthometric heights for airport stations designated as
 AB2668.PACS or SACS are published to 2 decimal places.  This maintains
 AB2668.centimeter relative accuracy between the PACS and SACS.  It does
 AB2668.not indicate centimeter accuracy relative to other marks which are
 AB2668.part of the NAVD 88 network.
 AB2668
 AB2668.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2668
 AB2668.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2668
 AB2668.The ellipsoidal height was determined by GPS observations
 AB2668.and is referenced to NAD 83.
 AB2668
 AB2668.The geoid height was determined by GEOID03.
 AB2668
 AB2668;                    North         East     Units Scale Factor Converg.
 AB2668;SPC ME W     -    90,308.112   887,316.289   MT  0.99996864   -0 06 30.6
 AB2668;UTM  19      - 4,833,421.464   393,229.864   MT  0.99974022   -0 54 49.8
 AB2668
 AB2668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2668!SPC ME W     -   1.00000074  x   0.99996864  =   0.99996938
 AB2668!UTM  19      -   1.00000074  x   0.99974022  =   0.99974096
 AB2668
 AB2668                          SUPERSEDED SURVEY CONTROL
 AB2668
 AB2668  ELLIP H (07/24/97)   -4.76   (m)                       GP(       ) 1 1
 AB2668  NAD 83(1992)-  43 38 46.05217(N)    070 19 25.96465(W) AD(1995.00) 1
 AB2668  ELLIP H (04/19/96)   -4.76   (m)                       GP(1995.00) 3 1
 AB2668
 AB2668.Superseded values are not recommended for survey control.
 AB2668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2668.See file dsdata.txt to determine how the superseded data were derived.
 AB2668
 AB2668_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9323033421(NAD 83)
 AB2668_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB2668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2668_STAMPING: AP 1968 STA B3
 AB2668_MARK LOGO: CGS   
 AB2668_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2668+STABILITY: SURFACE MOTION
 AB2668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2668+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1996
 AB2668
 AB2668  HISTORY     - Date     Condition        Report By
 AB2668  HISTORY     - 1968     MONUMENTED       CGS
 AB2668  HISTORY     - 19910615 GOOD             CGS
 AB2668  HISTORY     - 19951006 GOOD             CHANCE
 AB2668  HISTORY     - 19960710 GOOD             NGS
 AB2668
 AB2668                          STATION DESCRIPTION
 AB2668
 AB2668'DESCRIBED BY COAST AND GEODETIC SURVEY 1991
 AB2668'THE STATION IS LOCATED AT THE PORTLAND INTERNATIONAL JETPORT ON THE
 AB2668'NORTH SIDE OF RUNWAY END 11 IN THE GRASS AREA BETWEEN THE RUNWAY AND
 AB2668'THE PARALLEL TAXIWAY.  THE STATION IS LOCATED 150 NORTH OF THE CL OF
 AB2668'THE RUNWAY, 103.5 FT (31.5 M) SE OF THE EAST END OF THE TAXIWAY SIGN,
 AB2668'AND 49.4 FT (15.1 M) NW OF THE NORTH END OF A RUNWAY SIGN.  THE
 AB2668'STATION IS A STANDARD TOPOGRAPHIC DISK STAMPED AP 1968 ST B3 PWM AND
 AB2668'SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE SURFACE.
 AB2668
 AB2668                          STATION RECOVERY (1995)
 AB2668
 AB2668'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KB)
 AB2668'THE STATION IS LOCATED AT THE PORTLAND INTERNATIONAL JETPORT IN THE
 AB2668'CITY OF PORTLAND NEAR THE PORTLAND/SOUTH PORTLAND TOWN LINE ABOUT 1.6
 AB2668'KM (1.00 MI) WEST OF FORE RIVER, 5.6 KM (3.45 MI) SOUTHEAST OF
 AB2668'WESTBROOK AND ON PROPERTY OWNED BY THE PORTLAND INTERNATIONAL JETPORT.
 AB2668'CONTACT DALE ROBINSON, SSC COORDINATOR DOT/FAA SSC-86CB, PHONE
 AB2668'207-780-3281  TO REACH THE STATION FROM THE INTERSECTION OF JOHNSON,
 AB2668'WESTBROOK AND CONGRESS STREETS JUST NORTH OF THE AIRPORT HEAD SOUTH ON
 AB2668'WESTBROOK FOR 1.3 KM (0.80 MI) TO THE AIRPORT TERMINAL BUILDING.
 AB2668'CONTINUE SOUTH THROUGH ENTRANCE GATE 9 SOUTH OF THE CONTROL TOWER AND
 AB2668'GO SOUTH 0.16 KM (0.10 MI) TO TAXIWAY A.  TURN RIGHT ON TAXIWAY A AND
 AB2668'PROCEED WEST FOR 1.21 KM (0.75 MI) TO END OF TAXIWAY A (AT BLAST
 AB2668'PAD/RUNUP PAD AT APPROACH END OF RUNWAY 11) .  TURN LEFT TOWARD RUNWAY
 AB2668'AND STATION ON THE LEFT NEAR THE RUNWAY SIGN.  THE STATION IS A
 AB2668'STANDARD CGS DISK SET IN A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH
 AB2668'THE GROUND SURFACE.  THE STATION IS LOCATED 45.72 M (150.00 FT) NORTH
 AB2668'OF THE CENTERLINE OF RUNWAY 11-29, 31.55 M (103.51 FT) SOUTHEAST OF
 AB2668'THE EAST END OF A TAXIWAY SIGN, AND 15.06 M (49.41 FT) NORTHWEST OF
 AB2668'THE NORTH END OF A RUNWAY SIGN  THIS STATION IS DESIGNATED AS A
 AB2668'SECONDARY AIRPORT CONTROL STATION (SACS) - MAINE ANA SURVEYS 1995
 AB2668
 AB2668                          STATION RECOVERY (1996)
 AB2668
 AB2668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (WCW)
 AB2668'1995 DESCRIPTION ADEQUATE, COPY WITH CORRECTIONS FOLLOWS.  THE STATION
 AB2668'IS LOCATED AT THE PORTLAND INTERNATIONAL JETPORT IN THE CITY OF
 AB2668'PORTLAND NORTH OF THE PORTLAND/SOUTH PORTLAND TOWN LINE, ABOUT 1.6 KM
 AB2668'(1.00 MI) WEST OF FORE RIVER, 5.6 KM (3.45 MI) SOUTHEAST OF WESTBROOK
 AB2668'AND ON PROPERTY OWNED BY THE PORTLAND INTERNATIONAL JETPORT, 1001
 AB2668'WESTBROOK STREET, PORTLAND ME 04102.  AIRPORT MANAGER IS JEFFERY
 AB2668'SCHULTES, PHONE 207-773-8462.  CONTACT ASSISTANT AIRPORT MANAGER DAVID
 AB2668'ISHIHARA FOR AOA BADGES, PHONE 207-772-0690.  CONTACT SSC COORDINATOR
 AB2668'DOT/FAA SSC-86CB DALE ROBINSON FOR EITHER ESCORT OR GATE KEY, PHONE
 AB2668'207-780-3281.  CONTACT OPERATIONS MANAGER ARTHUR SEWALL TO ASSIST
 AB2668'MONUMENT RECOVERY, PHONE 207-773-8462.  TO REACH THE STATION FROM THE
 AB2668'JUNCTION OF INTERSTATE 295 (EXIT 3) AND STATE HIGHWAY 9 (WESTERN
 AB2668'AVENUE) , GO NORTHWEST THEN NORTHEAST ON STATE HIGHWAY 9 (AKA -EAST-
 AB2668'ON SH 9) FOR 2.6 KM (1.60 MI) TO THE AIRPORT ACCESS ROAD ON THE RIGHT.
 AB2668'TURN RIGHT AND GO EAST FOR 1.4 KM (0.85 MI) PASSING THE PASSENGER
 AB2668'TERMINAL ON RIGHT, TO WHERE THE AIRPORT ACCESS ROAD TURNS LEFT.  TURN
 AB2668'LEFT THEN IMMEDIATELY TURN RIGHT AND GO EAST FOR 40 M (131.2 FT) TO A
 AB2668'DRIVE RIGHT PAST A CHAIN LINK FENCE.  TURN RIGHT AND GO SOUTH PASSING
 AB2668'THE TOWER ON LEFT FOR 61 M (200.1 FT) TO GATE 9 AHEAD.  PASS THROUGH
 AB2668'THE GATE THEN CONTINUE SOUTH FOR 0.16 KM (0.10 MI) TO EAST-WEST
 AB2668'TAXIWAY A.  TURN RIGHT AND GO WEST ON TAXI A FOR 1.2 KM (0.75 MI) TO
 AB2668'THE STATION ON LEFT IN THE SAFETY AREA AT APPROACH 11.  THE STATION IS
 AB2668'LOCATED 45.7 M (149.9 FT) NORTH OF RUNWAY 11-29 CENTER, 31.9 M (104.7
 AB2668'FT) SOUTHEAST OF THE SOUTHEAST FOUNDATION CORNER FOR A RUNWAY SIGN
 AB2668'(A-11) , 31.1 M (102.0 FT) EAST OF TAXI LIGHT A79, 25.1 M (82.3 FT)
 AB2668'EAST OF THE CENTER OF A MANHOLE SET IN CONCRETE, AND 12.1 M (39.7 FT)
 AB2668'NORTH OF THE NORTHWEST FOUNDATION CORNER FOR A TAXIWAY SIGN (A) .  THE
 AB2668'STATION IS FLUSH WITH THE GROUND.  DESC BY WCW-1996.  NOTE--THIS
 AB2668'STATION IS A SECONDARY AIRPORT CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2242 ***********************************************************************
 OC2242  DESIGNATION -  APEX
 OC2242  PID         -  OC2242
 OC2242  STATE/COUNTY-  ME/YORK
 OC2242  USGS QUAD   -  KITTERY (1989)
 OC2242
 OC2242                         *CURRENT SURVEY CONTROL
 OC2242  ___________________________________________________________________
 OC2242* NAD 83(1996)-  43 04 54.31878(N)    070 42 33.22774(W)     ADJUSTED  
 OC2242* NAVD 88     -                                                        
 OC2242  ___________________________________________________________________
 OC2242  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 OC2242  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 OC2242
 OC2242  HORZ ORDER  -  THIRD
 OC2242
 OC2242.The horizontal coordinates were established by classical geodetic methods
 OC2242.and adjusted by the National Geodetic Survey in March 1998..
 OC2242
 OC2242
 OC2242.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2242
 OC2242.The geoid height was determined by GEOID03.
 OC2242
 OC2242;                    North         East     Units Scale Factor Converg.
 OC2242;SPC ME W     -    27,739.627   855,818.995   MT  0.99999067   -0 22 14.2
 OC2242;UTM  19      - 4,771,311.364   360,866.921   MT  0.99983814   -1 10 03.6
 OC2242
 OC2242                          SUPERSEDED SURVEY CONTROL
 OC2242
 OC2242  NAD 83(1992)-  43 04 54.31782(N)    070 42 33.22788(W) AD(       ) 4
 OC2242  NAD 83(1986)-  43 04 54.32132(N)    070 42 33.23209(W) AD(       ) 4
 OC2242  NAD 27      -  43 04 53.97000(N)    070 42 35.03000(W) AD(       ) 3
 OC2242
 OC2242.Superseded values are not recommended for survey control.
 OC2242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2242.See file dsdata.txt to determine how the superseded data were derived.
 OC2242
 OC2242_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH6086771311(NAD 83)
 OC2242
 OC2242  HISTORY     - Date     Condition        Report By
 OC2242  HISTORY     - 1898     MONUMENTED       CGS
 OC2242  HISTORY     - 1928     SEE DESCRIPTION  CGS
 OC2242  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OC2242
 OC2242                          STATION DESCRIPTION
 OC2242
 OC2242'DESCRIBED BY COAST AND GEODETIC SURVEY 1898 (PAW)
 OC2242'THE CENTER OF PEAK OF RED-ROOFED MAGAZINE BUILDING
 OC2242'NEAR OLD FORT MC CLARY, ABOUT HALFWAY BETWEEN THE
 OC2242'CHAMPERNOWNE AND PARKFIELD HOTELS.
 OC2242
 OC2242                          STATION RECOVERY (1928)
 OC2242
 OC2242'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928 (GCM)
 OC2242'THERE IS NO RED-ROOFED BUILDING IN THE FORT AT
 OC2242'PRESENT.  LOCAL INFORMATION IS VARIED ON THE QUESTION
 OC2242'AS TO WHETHER THIS BUILDING STANDS OR NOT.  IT IS
 OC2242'THOUGHT TO BE SMALL RED BRICK STRUCTURE JUST TO THE
 OC2242'EASTWARD AND BEHIND THE OLD BLOCKHOUSE.  THE ROOF
 OC2242'OF IT IS ALMOST GONE.
 OC2242
 OC2242                          STATION RECOVERY (1943)
 OC2242
 OC2242'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 OC2242'PARKFIELD HOTEL BURNED DOWN AND THE MAGAZINE HAS
 OC2242'UNDOUBTEDLY BEEN REMOVED.  NO LOCAL INFORMATION
 OC2242'AS TO APEX.
 OC2242'
 OC2242'IT IS RECOMMENDED THAT THIS STATION BE CLASSIFIED
 OC2242'AS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2727 ***********************************************************************
 OC2727  DESIGNATION -  APPLE
 OC2727  PID         -  OC2727
 OC2727  STATE/COUNTY-  ME/YORK
 OC2727  USGS QUAD   -  GREAT EAST LAKE (1995)
 OC2727
 OC2727                         *CURRENT SURVEY CONTROL
 OC2727  ___________________________________________________________________
 OC2727* NAD 83(1996)-  43 31 20.89847(N)    070 53 09.38864(W)     ADJUSTED  
 OC2727* NAVD 88     -       197.5    (meters)     648.     (feet)  VERTCON   
 OC2727  ___________________________________________________________________
 OC2727  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 OC2727  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 OC2727
 OC2727  HORZ ORDER  -  SECOND
 OC2727
 OC2727.The horizontal coordinates were established by classical geodetic methods
 OC2727.and adjusted by the National Geodetic Survey in March 1998..
 OC2727
 OC2727.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2727
 OC2727.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2727
 OC2727.The geoid height was determined by GEOID03.
 OC2727
 OC2727;                    North         East     Units Scale Factor Converg.
 OC2727;SPC ME W     -    76,809.471   841,850.894   MT  1.00000824   -0 29 43.2
 OC2727;UTM  19      - 4,820,564.762   347,587.437   MT  0.99988574   -1 17 56.3
 OC2727
 OC2727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2727!SPC ME W     -   0.99997323  x   1.00000824  =   0.99998147
 OC2727!UTM  19      -   0.99997323  x   0.99988574  =   0.99985897
 OC2727
 OC2727|---------------------------------------------------------------------|
 OC2727| PID    Reference Object                     Distance      Geod. Az  |
 OC2727|                                                           dddmmss.s |
 OC2727| CE7191 APPLE RM 1                           24.330 METERS 18545     |
 OC2727| OC2729 MILTON MILLS PWM RAD E MAST         APPROX. 4.2 KM 2373442.2 |
 OC2727| CE7192 APPLE RM 2                           22.294 METERS 27227     |
 OC2727| OC2728 APPLE A PT 1976                      15.333 METERS 31243     |
 OC2727| OC2733 APPLE AZ MK A PT                    325.784 METERS 31839     |
 OC2727| OC2732 APPLE AZ MK                         330.332 METERS 31922     |
 OC2727|---------------------------------------------------------------------|
 OC2727
 OC2727                          SUPERSEDED SURVEY CONTROL
 OC2727
 OC2727  NAD 83(1992)-  43 31 20.89654(N)    070 53 09.39051(W) AD(       ) 2
 OC2727  NAD 83(1986)-  43 31 20.90366(N)    070 53 09.39721(W) AD(       ) 2
 OC2727  NAD 27      -  43 31 20.61344(N)    070 53 11.17510(W) AD(       ) 2
 OC2727  NGVD 29 (07/19/86)  197.7    (m)          649.     (f) VERT ANG       
 OC2727
 OC2727.Superseded values are not recommended for survey control.
 OC2727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2727.See file dsdata.txt to determine how the superseded data were derived.
 OC2727
 OC2727_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ4758720565(NAD 83)
 OC2727_MARKER: DS = TRIANGULATION STATION DISK
 OC2727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC2727_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC2727
 OC2727  HISTORY     - Date     Condition        Report By
 OC2727  HISTORY     - 1976     MONUMENTED       NGS
 OC2727
 OC2727                          STATION DESCRIPTION
 OC2727
 OC2727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2727'THE STATION IS LOCATED IN THE TOWN OF ACTON, ON A HILL
 OC2727'KNOWN LOCALLY AS HUBBARD RIDGE.  IT IS 1 MILE WEST OF
 OC2727'MOUSAM LAKE, 1 MILE SOUTHEAST OF ACTON AND 2 MILES
 OC2727'SOUTH OF SQUARE POND.
 OC2727'
 OC2727'TO REACH THE STATION FROM THE JUNCTION OF STATE
 OC2727'ROUTES 109 AND 11 ABOUT 3 MILES NORTH OF SANFORD,
 OC2727'GO NORTHERLY ON STATE ROUTE 109 FOR 2 MILES TO
 OC2727'THE STATION ON THE RIGHT, NEXT TO AN APPLE ORCHARD
 OC2727'AND SMITH RED APPLE FARM FRUIT STAND.
 OC2727'
 OC2727'THE STATION MARKS ARE STANDARD DISKS STAMPED--APPLE 1976--.
 OC2727'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OC2727'CONCRETE POST WHICH IS 2-INCHES BELOW THE GROUND SURFACE.
 OC2727'IT IS 5-FEET NORTH OF A METAL WITNESS POST, 32.5 FEET
 OC2727'EAST-NORTHEAST OF THE CENTERLINE OF ROUTE 109, 71 FEET
 OC2727'NORTH-NORTHEAST OF A POLE NUMBERED 298 AND 12-FEET
 OC2727'WEST-SOUTHWEST OF THE NORTHWEST APPLE TREE IN A SMALL
 OC2727'ORCHARD.  THE UNDERGROUND DISK IS SET IN THE TOP OF
 OC2727'AN IRREGULAR MASS OF CONCRETE ABOUT 52-INCHES BELOW THE
 OC2727'GROUND SURFACE.
 OC2727'
 OC2727'REFERENCE MARK 1 IS A STANDARD DISK STAMPED--APPLE NO 1
 OC2727'1976--SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OC2727'POST WHICH IS FLUSH WITH THE GROUND SURFACE, IT IS 3-FEET
 OC2727'NORTH OF A METAL WITNESS POST, 12 FEET SOUTH OF A POLE
 OC2727'NUMBERED 298 AND 24 FEET WEST-SOUTHWEST OF THE
 OC2727'CENTERLINE OF ROUTE 109.
 OC2727'
 OC2727'REFERENCE MARK 2 IS A STANDARD DISK STAMPED--APPLE NO 2
 OC2727'1976--SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OC2727'POST WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 3-FEET
 OC2727'NORTHEAST OF A METAL WITNESS POST, 22 FEET WEST-SOUTHWEST
 OC2727'OF THE CENTERLINE OF ROUTE 109 AND 92 FEET NORTH-NORTHWEST
 OC2727'OF A POLE NUMBERED 298.
 OC2727'
 OC2727'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED--APPLE
 OC2727'AZ 1976--SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST
 OC2727'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 3-FEET SOUTHEAST
 OC2727'OF A METAL WITNESS POST, 33 FEET NORTHEAST OF THE CENTERLINE
 OC2727'OF ROUTE 109 AND 69 FEET EAST OF A POLE NUMBERED 303, 74.
 OC2727'
 OC2727'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHERLY
 OC2727'ON ROUTE 109 FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MY4795 ***********************************************************************
 MY4795  DESIGNATION -  APPLEDORE 1898
 MY4795  PID         -  MY4795
 MY4795  STATE/COUNTY-  ME/YORK
 MY4795  USGS QUAD   -  ISLES OF SHOALS (1973)
 MY4795
 MY4795                         *CURRENT SURVEY CONTROL
 MY4795  ___________________________________________________________________
 MY4795* NAD 83(1996)-  42 59 09.11875(N)    070 36 59.66490(W)     ADJUSTED  
 MY4795* NAVD 88     -        14.     (meters)      46.     (feet)  SCALED    
 MY4795  ___________________________________________________________________
 MY4795  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 MY4795  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 MY4795
 MY4795  HORZ ORDER  -  SECOND
 MY4795
 MY4795.The horizontal coordinates were established by classical geodetic methods
 MY4795.and adjusted by the National Geodetic Survey in March 1998..
 MY4795
 MY4795.The orthometric height was scaled from a topographic map.
 MY4795
 MY4795.The Laplace correction was computed from DEFLEC99 derived deflections.
 MY4795
 MY4795.The geoid height was determined by GEOID03.
 MY4795
 MY4795;                    North         East     Units Scale Factor Converg.
 MY4795;SPC ME W     -    17,042.699   863,306.943   MT  0.99998322   -0 18 24.3
 MY4795;UTM  19      - 4,760,513.140   368,204.295   MT  0.99981369   -1 06 08.5
 MY4795
 MY4795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MY4795!SPC ME W     -   1.00000201  x   0.99998322  =   0.99998523
 MY4795!UTM  19      -   1.00000201  x   0.99981369  =   0.99981570
 MY4795
 MY4795:                Primary Azimuth Mark                     Grid Az
 MY4795:SPC ME W     -  LOCKS POINT FLAGPOLE                     274 11 50.8
 MY4795:UTM  19      -  LOCKS POINT FLAGPOLE                     274 59 35.0
 MY4795
 MY4795|---------------------------------------------------------------------|
 MY4795| PID    Reference Object                     Distance      Geod. Az  |
 MY4795|                                                           dddmmss.s |
 MY4795| MY5192 LOCKS POINT FLAGPOLE                APPROX.11.0 KM 2735326.5 |
 MY4795| OC2269 OCEAN WAVE HOTEL CUPOLA             APPROX.10.2 KM 2874910.3 |
 MY4795| OC2275 WILLIS SANDS LIFE SAV STA CUP       APPROX.10.3 KM 2931548.3 |
 MY4795| OC2282 WENTWORTH HOTEL OLD HIGH CUP        APPROX.12.1 KM 3124017.0 |
 MY4795| OC2211 POCAHONTAS HOTEL CUPOLA             APPROX.10.6 KM 3264435.5 |
 MY4795| OC2250 KITTERY POINT BAPTIST CHURCH        APPROX.12.9 KM 3290352.4 |
 MY4795|---------------------------------------------------------------------|
 MY4795
 MY4795                          SUPERSEDED SURVEY CONTROL
 MY4795
 MY4795  NAD 83(1992)-  42 59 09.11842(N)    070 36 59.66553(W) AD(       ) 2
 MY4795  NAD 83(1986)-  42 59 09.12055(N)    070 36 59.66996(W) AD(       ) 2
 MY4795  NAD 27      -  42 59 08.78700(N)    070 37 01.49100(W) AD(       ) 2
 MY4795
 MY4795.Superseded values are not recommended for survey control.
 MY4795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MY4795.See file dsdata.txt to determine how the superseded data were derived.
 MY4795
 MY4795_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH6820460513(NAD 83)
 MY4795
 MY4795  HISTORY     - Date     Condition        Report By
 MY4795  HISTORY     - 1898     MONUMENTED       CGS
 MY4795  HISTORY     - 1912     GOOD             CGS
 MY4795  HISTORY     - 1928     GOOD             CGS
 MY4795  HISTORY     - 1941     GOOD             CGS
 MY4795  HISTORY     - 1943     GOOD             CGS
 MY4795
 MY4795                          STATION DESCRIPTION
 MY4795
 MY4795'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (PAW)
 MY4795'STATION IS ON A LARGE FLAT ROCK ON THE SOUTHERN SIDE OF APPLEDORE
 MY4795'ISLAND W OF APPLEDORE WINDMILL TRIANGULATION STATION.  THE STATION
 MY4795'IS MARKED BY A HOLE DRILLED IN SOLID ROCK, 1-1/4 INCHES IN DIAMETER
 MY4795'AND 3 INCHES DEEP.  IN 1912 A STANDARD DISK STATION MARK WAS
 MY4795'PLACED IN THE HOLE AND MELTED LEAD POURED AROUND IT.
 MY4795
 MY4795                          STATION RECOVERY (1928)
 MY4795
 MY4795'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928 (GCM)
 MY4795'STATION RECOVERED MAY 1928.  STATION MARK IN GOOD CONDITION.  TWO
 MY4795'REFERENCE MARKS WERE ESTABLISHED.  REFERENCE MARK NO.1 IS A DRILL
 MY4795'HOLE IN A 1/2-INCH COPPER BOLT SET IN A DRILL HOLE IN ROCK AND
 MY4795'SURROUNDED WITH A CEMENT PATTY WITH AN ARROW POINTING TOWARD THE
 MY4795'STATION.  REFERENCE MARK NO.2 IS A CROSS CUT IN THE HEAD OF A
 MY4795'1/2-INCH COPPER BOLT SET IN A DRILL HOLE IN ROCK AND SURROUNDED
 MY4795'WITH A CEMENT PATTY WITH AN ARROW POINTING TOWARD THE STATION.
 MY4795'THE STATION MARK WAS SURROUNDED WITH CEMENT AND HAD A TRIANGLE
 MY4795'MARKED ON THE CEMENT.
 MY4795'
 MY4795'ADD TO ORIGINAL DESCRIPTION - A LINE FROM STATION TO RIGHT TANGENT
 MY4795'OF SMUTTYNOSE ISLAND IS ON RANGE WITH LEFT END BREAKWATER BETWEEN
 MY4795'STAR ISLAND AND CEDAR ISLAND.  THE LEFT TANGENT OF APPLEDORE IS ON
 MY4795'RANGE WITH THE RIGHT ONE OF THE 3 PEAKS OF AGAMENTICUS MOUNTAIN.
 MY4795'REFERENCE MARK NO.1 IS IN RANGE WITH CUPOLA ON HOTEL ON
 MY4795'SMUTTYNOSE ISLAND.  REFERENCE MARK NO.2 IS ON RANGE WITH ONLY
 MY4795'HOUSE ON LUNGING ISLAND.  STATION IS ON LINE BETWEEN CONSPICUOUS
 MY4795'RED HOUSE WITH TWO CHIMNEYS (LEIGHTON COTTAGE) ON NW END OF
 MY4795'ISLAND AND A SMALL BROWN HOUSE THE MORE NORTHERLY OF TWO ON SW
 MY4795'END OF ISLAND.  REFERENCE MARK NO.1 DISTANT 13.02 METERS
 MY4795'REFERENCE MARK NO.2 DISTANT 16.53 METERS,
 MY4795'SMALL BROWN HOUSE
 MY4795'DISTANT 71.62 METERS TO NEAREST POINT.
 MY4795
 MY4795                          STATION RECOVERY (1941)
 MY4795
 MY4795'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (PLB)
 MY4795'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 MY4795'CONDITION.  THE STANDARD BRONZE DISK MARKING THE STATION IS
 MY4795'UNMARKED.  LOCATED ON THE SOUTHERN SIDE OF APPLEDORE ISLAND, WHICH
 MY4795'IS THE LARGEST ISLAND OF THE ISLE OF SHOALS GROUP.  AT THE STATION
 MY4795'THE RIGHT TANGENT OF SMUTTYNOSE ISLAND IS ON RANGE WITH THE LEFT
 MY4795'END OF BREAKWATER BETWEEN STAR ISLAND AND CEDAR ISLAND.  THE LEFT
 MY4795'TANGENT OF APPLEDORE IS ON RANGE WITH THE RIGHT ONE OF 3 PEAKS
 MY4795'OF AGAMENTICUS MOUNTAIN.
 MY4795'
 MY4795'REFERENCE MARK NO.1 IS ON RANGE WITH CUPOLA OF HOTEL ON SMUTTYNOSE
 MY4795'ISLAND AND REFERENCE MARK NO.2 IS ON RANGE WITH THE ONLY HOUSE ON
 MY4795'LUNGING ISLAND.
 MY4795'
 MY4795'THIS STATION WAS NOT OCCUPIED BUT WAS TIED IN TO APPLEDORE 141 BY
 MY4795'TRAVERSE.
 MY4795
 MY4795                          STATION RECOVERY (1943)
 MY4795
 MY4795'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 MY4795'RECOVERED AS DESCRIBED EXCEPT FOR THE FOLLOWING DISCREPANCIES--
 MY4795'
 MY4795'1. REFERENCE MARK 1 IS 13.027 METERS OR 42.74 FEET INSTEAD OF
 MY4795'13.02 METERS FROM THE STATION.
 MY4795'
 MY4795'2. REFERENCE MARK 2 IS 18.132 METERS OR 59.49 FEET INSTEAD OF
 MY4795'16.53 METERS FROM THE STATION.
 MY4795'
 MY4795'3. REFERENCE MARK 1 IS ON RANGE WITH THE ONLY HOUSE ON LUNGING
 MY4795'ISLAND INSTEAD OF THE CUPOLA ON THE HOTEL.
 MY4795'
 MY4795'4. REFERENCE MARK 2 IS ON RANGE WITH THE CUPOLA ON THE HOTEL ON
 MY4795'STAR ISLAND INSTEAD OF THE ONLY HOUSE ON LUNGING ISLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MY4799 ***********************************************************************
 MY4799  DESIGNATION -  APPLEDORE FLAGSTAFF
 MY4799  PID         -  MY4799
 MY4799  STATE/COUNTY-  ME/YORK
 MY4799  USGS QUAD   -  ISLES OF SHOALS (1973)
 MY4799
 MY4799                         *CURRENT SURVEY CONTROL
 MY4799  ___________________________________________________________________
 MY4799* NAD 83(1996)-  42 59 14.00526(N)    070 36 48.99748(W)     ADJUSTED  
 MY4799* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 MY4799  ___________________________________________________________________
 MY4799  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 MY4799  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 MY4799
 MY4799  HORZ ORDER  -  THIRD
 MY4799
 MY4799.The horizontal coordinates were established by classical geodetic methods
 MY4799.and adjusted by the National Geodetic Survey in March 1998..
 MY4799
 MY4799.The orthometric height was scaled from a topographic map.
 MY4799
 MY4799.The Laplace correction was computed from DEFLEC99 derived deflections.
 MY4799
 MY4799.The geoid height was determined by GEOID03.
 MY4799
 MY4799;                    North         East     Units Scale Factor Converg.
 MY4799;SPC ME W     -    17,192.198   863,549.413   MT  0.99998301   -0 18 17.1
 MY4799;SPC NH       -    54,660.932   385,882.501   MT  1.00005737   +0 43 05.0
 MY4799;SPC NH       -   179,333.41  1,266,016.17   sFT  1.00005737   +0 43 05.0
 MY4799;UTM  19      - 4,760,659.233   368,448.776   MT  0.99981290   -1 06 01.3
 MY4799
 MY4799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MY4799!SPC ME W     -   1.00000186  x   0.99998301  =   0.99998487
 MY4799!SPC NH       -   1.00000186  x   1.00005737  =   1.00005923
 MY4799!UTM  19      -   1.00000186  x   0.99981290  =   0.99981476
 MY4799
 MY4799|---------------------------------------------------------------------|
 MY4799| PID    Reference Object                     Distance      Geod. Az  |
 MY4799|                                                           dddmmss.s |
 MY4799| MY4798 AP 1917                              14.232 METERS 09254     |
 MY4799| MY4792 CARN                                APPROX. 0.9 KM 1221025.7 |
 MY4799| MY4802 ANDERSON LEDGE BEACON               APPROX. 2.9 KM 1621020.1 |
 MY4799| MY4804 STAR ISLAND CHURCH SPIRE            APPROX. 1.2 KM 1811904.3 |
 MY4799| MY4805 STAR ISLAND HOTEL FLAGSTAFF         APPROX. 1.1 KM 1842533.2 |
 MY4799| MY4801 ISLES OF SHOALS LH 1903             APPROX. 2.4 KM 1993206.3 |
 MY4799| MY4795 APPLEDORE 1898                      284.858 METERS 23802     |
 MY4799|---------------------------------------------------------------------|
 MY4799
 MY4799                          SUPERSEDED SURVEY CONTROL
 MY4799
 MY4799  NAD 83(1992)-  42 59 14.00491(N)    070 36 48.99816(W) AD(       ) 3
 MY4799  NAD 83(1986)-  42 59 14.00712(N)    070 36 49.00240(W) AD(       ) 3
 MY4799  NAD 27      -  42 59 13.66000(N)    070 36 50.85200(W) AD(       ) 3
 MY4799
 MY4799.Superseded values are not recommended for survey control.
 MY4799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MY4799.See file dsdata.txt to determine how the superseded data were derived.
 MY4799
 MY4799_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH6844960659(NAD 83)
 MY4799_MARKER: I = METAL ROD
 MY4799_SETTING: 0 = UNSPECIFIED SETTING
 MY4799_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MY4799
 MY4799  HISTORY     - Date     Condition        Report By
 MY4799  HISTORY     - 1898     MONUMENTED       CGS
 MY4799  HISTORY     - 1928     SEE DESCRIPTION  CGS
 MY4799  HISTORY     - 1943     GOOD             CGS
 MY4799
 MY4799                          STATION DESCRIPTION
 MY4799
 MY4799'DESCRIBED BY COAST AND GEODETIC SURVEY 1898 (PAW)
 MY4799'THE TALL FLAGSTAFF NEAR THE CENTER OF APPLEDORE ISLAND, AND ON
 MY4799'HIGHEST POINT OF SAME ABOUT 12 FEET N OF OLD JOHN SMITH CAIRN.
 MY4799
 MY4799                          STATION RECOVERY (1928)
 MY4799
 MY4799'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928 (GCM)
 MY4799'THE TALL FLAGSTAFF HAS BEEN REMOVED.  THE OLD JOHN SMITH CAIRN HAS
 MY4799'BEEN DESTROYED.
 MY4799'
 MY4799'THE FOLLOWING SHOULD BE ADDED TO THE DESCRIPTION.  THE PRESENT
 MY4799'STATION IS ON THE HIGHEST POINT OF APPLEDORE ISLAND.  IT IS MARKED
 MY4799'BY A 1 1/2-INCH IRON ROD EMBEDDED IN ROCK.  THE ROD IS SURROUNDED
 MY4799'BY A CIRCLE SMOOTHED OFF ON THE ROCK.
 MY4799
 MY4799                          STATION RECOVERY (1943)
 MY4799
 MY4799'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 MY4799'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION TO THE
 MY4799'DESCRIPTION--
 MY4799'
 MY4799'THE STATION IS 11.670 METERS OR 38.29 FEET E OF STATION APPLEDORE
 MY4799'ISLAND 141, 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MY4794 ***********************************************************************
 MY4794  DESIGNATION -  APPLEDORE ISLAND 141
 MY4794  PID         -  MY4794
 MY4794  STATE/COUNTY-  ME/YORK
 MY4794  USGS QUAD   -  ISLES OF SHOALS (1973)
 MY4794
 MY4794                         *CURRENT SURVEY CONTROL
 MY4794  ___________________________________________________________________
 MY4794* NAD 83(1996)-  42 59 14.02956(N)    070 36 49.52097(W)     ADJUSTED  
 MY4794* NAVD 88     -        21.     (meters)      69.     (feet)  SCALED    
 MY4794  ___________________________________________________________________
 MY4794  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 MY4794  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 MY4794
 MY4794  HORZ ORDER  -  SECOND
 MY4794
 MY4794.The horizontal coordinates were established by classical geodetic methods
 MY4794.and adjusted by the National Geodetic Survey in March 1998..
 MY4794
 MY4794.The orthometric height was scaled from a topographic map.
 MY4794
 MY4794.The Laplace correction was computed from DEFLEC99 derived deflections.
 MY4794
 MY4794.The geoid height was determined by GEOID03.
 MY4794
 MY4794;                    North         East     Units Scale Factor Converg.
 MY4794;SPC ME W     -    17,193.011   863,537.558   MT  0.99998302   -0 18 17.4
 MY4794;SPC NH       -    54,661.533   385,870.632   MT  1.00005734   +0 43 04.6
 MY4794;SPC NH       -   179,335.38  1,265,977.23   sFT  1.00005734   +0 43 04.6
 MY4794;UTM  19      - 4,760,660.210   368,436.935   MT  0.99981294   -1 06 01.7
 MY4794
 MY4794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MY4794!SPC ME W     -   1.00000092  x   0.99998302  =   0.99998394
 MY4794!SPC NH       -   1.00000092  x   1.00005734  =   1.00005826
 MY4794!UTM  19      -   1.00000092  x   0.99981294  =   0.99981385
 MY4794
 MY4794|---------------------------------------------------------------------|
 MY4794| PID    Reference Object                     Distance      Geod. Az  |
 MY4794|                                                           dddmmss.s |
 MY4794| CE7590 APPLEDORE ISLAND 141 RM 1            15.563 METERS 14031     |
 MY4794| MY4795 APPLEDORE 1898                      275.280 METERS 23636     |
 MY4794| OC0439 PULPIT ROCK 142                     APPROX.10.0 KM 3004743.7 |
 MY4794|---------------------------------------------------------------------|
 MY4794
 MY4794                          SUPERSEDED SURVEY CONTROL
 MY4794
 MY4794  NAD 83(1992)-  42 59 14.02923(N)    070 36 49.52160(W) AD(       ) 2
 MY4794  NAD 83(1986)-  42 59 14.03130(N)    070 36 49.52610(W) AD(       ) 2
 MY4794  NAD 27      -  42 59 13.69800(N)    070 36 51.34700(W) AD(       ) 2
 MY4794
 MY4794.Superseded values are not recommended for survey control.
 MY4794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MY4794.See file dsdata.txt to determine how the superseded data were derived.
 MY4794
 MY4794_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH6843760660(NAD 83)
 MY4794_MARKER: DD = SURVEY DISK
 MY4794_SETTING: 66 = SET IN ROCK OUTCROP
 MY4794_SP_SET: PARTIALLY EXPOSED BEDROCK
 MY4794
 MY4794  HISTORY     - Date     Condition        Report By
 MY4794  HISTORY     - 1941     MONUMENTED       CGS
 MY4794  HISTORY     - 1943     GOOD             CGS
 MY4794
 MY4794                          STATION DESCRIPTION
 MY4794
 MY4794'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 MY4794'STATION IS LOCATED ON APPROXIMATELY THE HIGHEST PART OF APPLEDORE
 MY4794'ISLAND WHICH IS ONE OF THE ISLE OF SHOALS GROUP.  IT IS 83.05 FT. SW
 MY4794'OF THE SE CORNER AND 72.25 FT. S-SW OF THE SW CORNER OF THE ISLE OF
 MY4794'SHOALS COAST GUARD STATION, 111 FT. NE OF THE COAST GUARD SIGNAL
 MY4794'MAST, AND 24.4 FT. NE OF THE COAST GUARD FLAGPOLE.  IT IS A U.S.
 MY4794'ARMY MAP-CONTROL BRONZE DISK, STAMPED APPLEDORE ISLAND 141 1941
 MY4794'AND SET IN BEDROCK.
 MY4794'
 MY4794'REFERENCE-MARK DISK, SET IN A DRILL HOLE.
 MY4794'
 MY4794'REFERENCE MARK 2 IS W OF THE STATION.  IT IS A STANDARD
 MY4794'REFERENCE-MARK DISK, SET IN A DRILL HOLE.
 MY4794'
 MY4794'THE OLD STATION, APPLEDORE, A STANDARD BRONZE UNSTAMPED DISK, SET IN
 MY4794'A FLAT OUTCROP, IS ON THE S SIDE OF APPLEDORE ISLAND AND MAY BE USED
 MY4794'AS AN AZIMUTH MARK.
 MY4794
 MY4794                          STATION RECOVERY (1943)
 MY4794
 MY4794'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 MY4794'THE STATION WAS RECOVERED AS DESCRIBED EXCEPT FOR THE FOLLOWING
 MY4794'DESCREPANCY--REFERENCE MARK 1 IS 51.15 FT. (15.596M.) INSTEAD OF
 MY4794'15.563 M. FROM THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MY4797 ***********************************************************************
 MY4797  DESIGNATION -  APPLEDORE WINDMILL
 MY4797  PID         -  MY4797
 MY4797  STATE/COUNTY-  ME/YORK
 MY4797  USGS QUAD   -  ISLES OF SHOALS (1973)
 MY4797
 MY4797                         *CURRENT SURVEY CONTROL
 MY4797  ___________________________________________________________________
 MY4797* NAD 83(1996)-  42 59 07.70083(N)    070 36 56.18922(W)     ADJUSTED  
 MY4797* NAVD 88     -                                                        
 MY4797  ___________________________________________________________________
 MY4797  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 MY4797  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 MY4797
 MY4797  HORZ ORDER  -  THIRD
 MY4797
 MY4797.The horizontal coordinates were established by classical geodetic methods
 MY4797.and adjusted by the National Geodetic Survey in March 1998..
 MY4797
 MY4797
 MY4797.The Laplace correction was computed from DEFLEC99 derived deflections.
 MY4797
 MY4797.The geoid height was determined by GEOID03.
 MY4797
 MY4797;                    North         East     Units Scale Factor Converg.
 MY4797;SPC ME W     -    16,998.524   863,385.450   MT  0.99998315   -0 18 22.0
 MY4797;UTM  19      - 4,760,467.887   368,282.168   MT  0.99981344   -1 06 06.1
 MY4797
 MY4797                          SUPERSEDED SURVEY CONTROL
 MY4797
 MY4797  NAD 83(1992)-  42 59 07.70039(N)    070 36 56.18987(W) AD(       ) 4
 MY4797  NAD 83(1986)-  42 59 07.70269(N)    070 36 56.19386(W) AD(       ) 4
 MY4797  NAD 27      -  42 59 07.42000(N)    070 36 58.06000(W) AD(       ) 3
 MY4797
 MY4797.Superseded values are not recommended for survey control.
 MY4797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MY4797.See file dsdata.txt to determine how the superseded data were derived.
 MY4797
 MY4797_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH6828260468(NAD 83)
 MY4797
 MY4797  HISTORY     - Date     Condition        Report By
 MY4797  HISTORY     - 1898     MONUMENTED       CGS
 MY4797  HISTORY     - 1928     SEE DESCRIPTION  CGS
 MY4797  HISTORY     - 1943     SEE DESCRIPTION  CGS
 MY4797
 MY4797                          STATION DESCRIPTION
 MY4797
 MY4797'DESCRIBED BY COAST AND GEODETIC SURVEY 1898 (PAW)
 MY4797'THE WINDMILL ON A HIGH TOWER ON NORTHERN PART OF APPLEDORE ISLAND,
 MY4797'W OF APPLEDORE TRIANGULATION STATION.
 MY4797
 MY4797                          STATION RECOVERY (1928)
 MY4797
 MY4797'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928 (GCM)
 MY4797'WINDMILL DESTROYED.  A FEW FOUNDATION BOLTS FOUND EMBEDDED IN
 MY4797'ROCK.
 MY4797
 MY4797                          STATION RECOVERY (1943)
 MY4797
 MY4797'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 MY4797'THE HIGH TOWER AND THE WINDMILL ARE NO LONGER STANDING.  IT IS
 MY4797'RECOMMENDED THAT THIS STATION BE CLASSIFIED AS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MY4791 ***********************************************************************
 MY4791  DESIGNATION -  APPRDORE HOTEL CUPOLA
 MY4791  PID         -  MY4791
 MY4791  STATE/COUNTY-  ME/YORK
 MY4791  USGS QUAD   -  ISLES OF SHOALS (1973)
 MY4791
 MY4791                         *CURRENT SURVEY CONTROL
 MY4791  ___________________________________________________________________
 MY4791* NAD 83(1996)-  42 59 20.35431(N)    070 36 54.47099(W)     ADJUSTED  
 MY4791* NAVD 88     -                                                        
 MY4791  ___________________________________________________________________
 MY4791  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 MY4791  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 MY4791
 MY4791  HORZ ORDER  -  THIRD
 MY4791
 MY4791.The horizontal coordinates were established by classical geodetic methods
 MY4791.and adjusted by the National Geodetic Survey in March 1998..
 MY4791
 MY4791
 MY4791.The Laplace correction was computed from DEFLEC99 derived deflections.
 MY4791
 MY4791.The geoid height was determined by GEOID03.
 MY4791
 MY4791;                    North         East     Units Scale Factor Converg.
 MY4791;SPC ME W     -    17,388.778   863,426.460   MT  0.99998312   -0 18 20.9
 MY4791;UTM  19      - 4,760,857.468   368,328.585   MT  0.99981329   -1 06 05.2
 MY4791
 MY4791                          SUPERSEDED SURVEY CONTROL
 MY4791
 MY4791  NAD 83(1992)-  42 59 20.35385(N)    070 36 54.47165(W) AD(       ) 4
 MY4791  NAD 83(1986)-  42 59 20.35615(N)    070 36 54.47561(W) AD(       ) 4
 MY4791  NAD 27      -  42 59 20.07000(N)    070 36 56.34000(W) AD(       ) 3
 MY4791
 MY4791.Superseded values are not recommended for survey control.
 MY4791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MY4791.See file dsdata.txt to determine how the superseded data were derived.
 MY4791
 MY4791_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH6832960857(NAD 83)
 MY4791
 MY4791  HISTORY     - Date     Condition        Report By
 MY4791  HISTORY     - 1898     MONUMENTED       CGS
 MY4791  HISTORY     - 1928     SEE DESCRIPTION  CGS
 MY4791
 MY4791                          STATION DESCRIPTION
 MY4791
 MY4791'DESCRIBED BY COAST AND GEODETIC SURVEY 1898
 MY4791'STATION DESTROYED BY FIRE.
 MY4791
 MY4791                          STATION RECOVERY (1928)
 MY4791
 MY4791'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928 (GCM)
 MY4791'THE HOTEL BURNED DOWN ABOUT 1910.  PORTIONS OF THE
 MY4791'FOUNDATION ARE ALL THAT REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1078 ***********************************************************************
 PF1078  DESIGNATION -  APT BCN AUBURN LEWISTON APT
 PF1078  PID         -  PF1078
 PF1078  STATE/COUNTY-  ME/ANDROSCOGGIN
 PF1078  USGS QUAD   -  MINOT (1981)
 PF1078
 PF1078                         *CURRENT SURVEY CONTROL
 PF1078  ___________________________________________________________________
 PF1078* NAD 83(1996)-  44 02 42.10097(N)    070 16 59.84959(W)     ADJUSTED  
 PF1078* NAVD 88     -                                                        
 PF1078  ___________________________________________________________________
 PF1078  LAPLACE CORR-           3.60  (seconds)                    DEFLEC99
 PF1078  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 PF1078
 PF1078  HORZ ORDER  -  THIRD
 PF1078
 PF1078.The horizontal coordinates were established by classical geodetic methods
 PF1078.and adjusted by the National Geodetic Survey in March 1998..
 PF1078
 PF1078
 PF1078.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1078
 PF1078.The geoid height was determined by GEOID03.
 PF1078
 PF1078;                    North         East     Units Scale Factor Converg.
 PF1078;SPC ME W     -   134,622.984   890,653.350   MT  0.99996774   -0 04 51.9
 PF1078;UTM  19      - 4,877,674.536   397,190.783   MT  0.99973000   -0 53 32.1
 PF1078
 PF1078                          SUPERSEDED SURVEY CONTROL
 PF1078
 PF1078  NAD 83(1992)-  44 02 42.09983(N)    070 16 59.84866(W) AD(       ) 4
 PF1078  NAD 83(1986)-  44 02 42.10609(N)    070 16 59.85311(W) AD(       ) 4
 PF1078  NAD 27      -  44 02 41.83900(N)    070 17 01.65561(W) AD(       ) 3
 PF1078
 PF1078.Superseded values are not recommended for survey control.
 PF1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1078.See file dsdata.txt to determine how the superseded data were derived.
 PF1078
 PF1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9719177675(NAD 83)
 PF1078_MARKER: 21 = AIRPORT BEACON
 PF1078_SETTING: 0 = UNSPECIFIED SETTING
 PF1078_MARK LOGO: CGS   
 PF1078
 PF1078  HISTORY     - Date     Condition        Report By
 PF1078  HISTORY     - 1955     FIRST OBSERVED   CGS
 PF1078  HISTORY     - 1977     SEE DESCRIPTION  NGS
 PF1078  HISTORY     - 19790615 GOOD             CGS
 PF1078
 PF1078                          STATION DESCRIPTION
 PF1078
 PF1078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (ALB)
 PF1078'THE STATION WAS RECOVERED AS DESCRIBED BY R.E.R. IN 1955.
 PF1078'
 PF1078'DESCRIBED BY GREGORY S. NELSON.
 PF1078
 PF1078                          STATION RECOVERY (1979)
 PF1078
 PF1078'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1979
 PF1078'THE STATION IS AT THE AUBURN-LEWISTON MUNICIPAL AIRPORT.  THE POINT
 PF1078'OBSERVED UPON WAS THE CENTER OF THE 36 INCH LIGHT.  THE AIRPORT BEACON
 PF1078'IS ABOUT 100 FT (30.5 M) ABOVE THE AIRPORT RUNWAYS.  NOTE- ADJUSTED
 PF1078'POSITION IN G-15821 P.9
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2771 ***********************************************************************
 OC2771  DESIGNATION -  APT BCN E SLOPES REGIONAL APT
 OC2771  PID         -  OC2771
 OC2771  STATE/COUNTY-  ME/OXFORD
 OC2771  USGS QUAD   -  BROWNFIELD (1983)
 OC2771
 OC2771                         *CURRENT SURVEY CONTROL
 OC2771  ___________________________________________________________________
 OC2771* NAD 83(1996)-  43 59 19.89927(N)    070 56 59.11017(W)     ADJUSTED  
 OC2771* NAVD 88     -                                                        
 OC2771  ___________________________________________________________________
 OC2771  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 OC2771  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 OC2771
 OC2771  HORZ ORDER  -  THIRD
 OC2771
 OC2771.The horizontal coordinates were established by classical geodetic methods
 OC2771.and adjusted by the National Geodetic Survey in March 1998..
 OC2771
 OC2771
 OC2771.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2771
 OC2771.The geoid height was determined by GEOID03.
 OC2771
 OC2771;                    North         East     Units Scale Factor Converg.
 OC2771;SPC ME W     -   128,673.857   837,181.912   MT  1.00001518   -0 32 38.0
 OC2771;UTM  19      - 4,872,483.616   343,649.944   MT  0.99990066   -1 21 15.9
 OC2771
 OC2771                          SUPERSEDED SURVEY CONTROL
 OC2771
 OC2771  NAD 83(1992)-  43 59 19.89982(N)    070 56 59.11282(W) AD(       ) 4
 OC2771  NAD 83(1986)-  43 59 19.90879(N)    070 56 59.11602(W) AD(       ) 4
 OC2771  NAD 27      -  43 59 19.65607(N)    070 57 00.87295(W) AD(       ) 3
 OC2771
 OC2771.Superseded values are not recommended for survey control.
 OC2771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2771.See file dsdata.txt to determine how the superseded data were derived.
 OC2771
 OC2771_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ4365072484(NAD 83)
 OC2771_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OC2771+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2004
 OC2771
 OC2771  HISTORY     - Date     Condition        Report By
 OC2771  HISTORY     - 1976     MONUMENTED       NGS
 OC2771  HISTORY     - 20040429 GOOD             GEOCAC
 OC2771
 OC2771                          STATION DESCRIPTION
 OC2771
 OC2771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2771'THE STATION, AIRPORT BEACON EASTERN SLOPES REGIONAL AIRPORT,
 OC2771'IS LOCATED ABOUT 2-1/2 MILES SOUTHEAST OF FRYEBURG.  IT IS A
 OC2771'RED AND WHITE, FOUR LEGGED TOWER WITH A REVOLVING BEACON AT THE
 OC2771'TOP WHICH WAS THE POINT INTERSECTED.
 OC2771'
 OC2771'DESCRIBED BY GREGORY S. NELSON.
 OC2771
 OC2771                          STATION RECOVERY (2004)
 OC2771
 OC2771'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 OC2771'RECOVERED AS DESCRIBED. DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1438 ***********************************************************************
 QG1438  DESIGNATION -  APT BCN MILLINOCKET MUN APT
 QG1438  PID         -  QG1438
 QG1438  STATE/COUNTY-  ME/PENOBSCOT
 QG1438  USGS QUAD   -  MILLINOCKET (1988)
 QG1438
 QG1438                         *CURRENT SURVEY CONTROL
 QG1438  ___________________________________________________________________
 QG1438* NAD 83(1996)-  45 39 12.38704(N)    068 41 21.31573(W)     ADJUSTED  
 QG1438* NAVD 88     -                                                        
 QG1438  ___________________________________________________________________
 QG1438  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 QG1438  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 QG1438
 QG1438  HORZ ORDER  -  THIRD
 QG1438
 QG1438.The horizontal coordinates were established by classical geodetic methods
 QG1438.and adjusted by the National Geodetic Survey in March 1998..
 QG1438
 QG1438
 QG1438.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1438
 QG1438.The geoid height was determined by GEOID03.
 QG1438
 QG1438;                    North         East     Units Scale Factor Converg.
 QG1438;SPC ME E     -   220,775.895   285,249.952   MT  0.99990267   -0 08 07.2
 QG1438;UTM  19      - 5,055,590.518   524,211.529   MT  0.99960721   +0 13 20.0
 QG1438
 QG1438                          SUPERSEDED SURVEY CONTROL
 QG1438
 QG1438  NAD 83(1992)-  45 39 12.38914(N)    068 41 21.30638(W) AD(       ) 4
 QG1438  NAD 83(1986)-  45 39 12.39327(N)    068 41 21.31318(W) AD(       ) 4
 QG1438  NAD 27      -  45 39 12.21100(N)    068 41 23.17600(W) AD(       ) 3
 QG1438
 QG1438.Superseded values are not recommended for survey control.
 QG1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1438.See file dsdata.txt to determine how the superseded data were derived.
 QG1438
 QG1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL2421255591(NAD 83)
 QG1438_MARKER: 21 = AIRPORT BEACON
 QG1438_SETTING: 0 = UNSPECIFIED SETTING
 QG1438_MARK LOGO: CGS   
 QG1438
 QG1438  HISTORY     - Date     Condition        Report By
 QG1438  HISTORY     - 1958     FIRST OBSERVED   CGS
 QG1438  HISTORY     - 19930617 GOOD             CGS
 QG1438
 QG1438                          STATION DESCRIPTION
 QG1438
 QG1438'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 QG1438'THE STATION IS LOCATED 1.08 MILES SOUTHEAST OF MILLINOCKET AND
 QG1438'1800 FEET NORTHEAST OF THE INTERSECTION OF THE TWO RUNWAYS.
 QG1438'
 QG1438'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11 AND
 QG1438'157 IN MILLINOCKET.  GO EASTERLY ON STATE HIGHWAYS 11 AND 157
 QG1438'FOR 0.35 MILE TO A BLINKER LIGHT AND A CROSSROAD, TURN RIGHT ON
 QG1438'MEDWAY ROAD AND GO 0.9 MILE TO THE AIRPORT ON THE LEFT.
 QG1438'
 QG1438'STATION IS A STANDARD 4 LEGGED STEEL AIRPORT BEACON WHICH IS ABOUT
 QG1438'67 FEET TALL.  THE POINT INTERSECTED WAS THE FLASHING LIGHT.
 QG1438
 QG1438                          STATION RECOVERY (1993)
 QG1438
 QG1438'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1993
 QG1438'THE STATION IS THE OLD AND DECAYING AIRPORT BEACON AT THE NW END OF
 QG1438'THE FIELD.  IT IS NO LONGER IN USE.  THE POINT OBSERVED UPON WAS THE
 QG1438'SPINDLE OF THE BEACON.  THIS STATION IS ALSO NGS STATION QUAD 450684
 QG1438'STA 1001.  NOTE- AIRPORT SURVEY POSITIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0265 ***********************************************************************
 OB0265  DESIGNATION -  ARARAT
 OB0265  PID         -  OB0265
 OB0265  STATE/COUNTY-  ME/SAGADAHOC
 OB0265  USGS QUAD   -  BRUNSWICK (1980)
 OB0265
 OB0265                         *CURRENT SURVEY CONTROL
 OB0265  ___________________________________________________________________
 OB0265* NAD 83(1996)-  43 56 25.04868(N)    069 57 34.35542(W)     ADJUSTED  
 OB0265* NAVD 88     -        73.585  (meters)     241.42   (feet)  ADJUSTED  
 OB0265  ___________________________________________________________________
 OB0265  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 OB0265  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 OB0265  DYNAMIC HT  -          73.577 (meters)     241.39  (feet)  COMP
 OB0265  MODELED GRAV-     980,515.6   (mgal)                       NAVD 88
 OB0265
 OB0265  HORZ ORDER  -  FIRST
 OB0265  VERT ORDER  -  SECOND    CLASS I
 OB0265
 OB0265.The horizontal coordinates were established by classical geodetic methods
 OB0265.and adjusted by the National Geodetic Survey in March 1998..
 OB0265
 OB0265.The orthometric height was determined by differential leveling
 OB0265.and adjusted by the National Geodetic Survey in June 1991..
 OB0265
 OB0265.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0265
 OB0265.The geoid height was determined by GEOID03.
 OB0265
 OB0265.The dynamic height is computed by dividing the NAVD 88
 OB0265.geopotential number by the normal gravity value computed on the
 OB0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0265.degrees latitude (g = 980.6199 gals.).
 OB0265
 OB0265.The modeled gravity was interpolated from observed gravity values.
 OB0265
 OB0265;                    North         East     Units Scale Factor Converg.
 OB0265;SPC ME W     -   123,000.095   916,628.685   MT  0.99997007   +0 08 37.4
 OB0265;UTM  19      - 4,865,688.637   422,992.232   MT  0.99967294   -0 39 57.1
 OB0265
 OB0265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0265!SPC ME W     -   0.99999253  x   0.99997007  =   0.99996260
 OB0265!UTM  19      -   0.99999253  x   0.99967294  =   0.99966547
 OB0265
 OB0265|---------------------------------------------------------------------|
 OB0265| PID    Reference Object                     Distance      Geod. Az  |
 OB0265|                                                           dddmmss.s |
 OB0265| OB0595 MT ARARAT FIRE LOT 1933              21.586 METERS 00405     |
 OB0265| CE7193 ARARAT RM 1                          20.239 METERS 01210     |
 OB0265| OB0521 BATH RED CHURCH SPIRE               APPROX.11.8 KM 0974956.6 |
 OB0265| OB0512 BATH BRIDGE C OF TOP OF E TWR       APPROX.12.5 KM 1044834.1 |
 OB0265| OB0511 BATH BRIDGE C OF TOP OF W TWR       APPROX.12.5 KM 1045505.8 |
 OB0265| OB0590 BUTTERMILK POINT CHURCH SPIRE       APPROX. 7.1 KM 1502809.4 |
 OB0265| OB0599 BRUNSWICK BOWDOIN COLL CHAPEL       APPROX. 3.5 KM 1831451.4 |
 OB0265| OB0596 BRUNSWICK CHURCH BLACK SPIRE        APPROX. 3.1 KM 1942004.8 |
 OB0265| OB0591 BRUNSWICK BLACK STANDPIPE           APPROX. 3.3 KM 2232825.4 |
 OB0265| OC1505 YARMOUTH                            APPROX.22.0 KM 2300830.2 |
 OB0265| OC1513 BRADBURY 2                          APPROX.18.4 KM 2563918.8 |
 OB0265| CE7194 ARARAT RM 2                          18.964 METERS 32543     |
 OB0265|---------------------------------------------------------------------|
 OB0265
 OB0265                          SUPERSEDED SURVEY CONTROL
 OB0265
 OB0265  NAD 83(1992)-  43 56 25.04745(N)    069 57 34.35508(W) AD(       ) 1
 OB0265  NAD 83(1986)-  43 56 25.05297(N)    069 57 34.36011(W) AD(       ) 1
 OB0265  NAD 27      -  43 56 24.76600(N)    069 57 36.17700(W) AD(       ) 1
 OB0265  NGVD 29 (??/??/92)   73.781  (m)          242.06   (f) ADJ UNCH    2 1
 OB0265
 OB0265.Superseded values are not recommended for survey control.
 OB0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0265.See file dsdata.txt to determine how the superseded data were derived.
 OB0265
 OB0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ2299265689(NAD 83)
 OB0265_MARKER: DD = SURVEY DISK
 OB0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OB0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OB0265_STAMPING: ARARAT 1933
 OB0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OB0265+STABILITY: SURFACE MOTION
 OB0265
 OB0265  HISTORY     - Date     Condition        Report By
 OB0265  HISTORY     - 1933     MONUMENTED       CGS
 OB0265  HISTORY     - 1934     SEE DESCRIPTION  MEGS
 OB0265  HISTORY     - 1972     SEE DESCRIPTION  USGS
 OB0265  HISTORY     - 1975     GOOD             NGS
 OB0265  HISTORY     - 1975     GOOD             MEDT
 OB0265  HISTORY     - 1977     SEE DESCRIPTION  NGS
 OB0265  HISTORY     - 1991     GOOD             USPSQD
 OB0265  HISTORY     - 20060714 GOOD             GEOCAC
 OB0265
 OB0265                          STATION DESCRIPTION
 OB0265
 OB0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OB0265'ON THE S SLOPE OF THE HIGH HILL KNOWN LOCALLY AS MOUNT ARARAT,
 OB0265'WHICH IS ABOUT 2 MILES N OF THE CITY OF BRUNSWICK.  ON THE SAME
 OB0265'HILL IS A FIRE LOOKOUT TOWER ABOUT 75 FEET HIGH AND IS KNOWN AS
 OB0265'THE MOUNT ARARAT FIRE LOOKOUT TOWER.  STATION MARK IS 18.95 METERS
 OB0265'SSW OF THE OUTSIDE ANCHOR BOLT OF THE SW LEG.
 OB0265'
 OB0265'STATION MARK IS A STANDARD BRONZE DISK SET IN THE TOP OF A
 OB0265'SQUARE BLOCK OR POST OF CONCRETE.  REFERENCE MARKS ARE STANDARD
 OB0265'BRONZE DISKS WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.
 OB0265'
 OB0265'REFERENCE MARK NO. 1 IS IN THE LEDGE, 11.10 METERS W OF THE SW
 OB0265'ANCHOR BOLT AND 15.40 METERS S OF W OF THE SE ANCHOR BOLT.
 OB0265'
 OB0265'REFERENCE MARK NO. 2 IS IN THE CONCRETE PEDESTAL WHICH SUPPORTS
 OB0265'THE SE LEG OF THE TOWER.
 OB0265'
 OB0265'HEIGHT OF SIGNAL ABOVE STATION MARK - 16 METERS.
 OB0265
 OB0265                          STATION RECOVERY (1934)
 OB0265
 OB0265'RECOVERY NOTE BY MAINE GEODETIC SURVEY 1934
 OB0265'STATION FOUND AS DESCRIBED.  WOODEN INSTRUMENT TOWER STILL IN
 OB0265'PLACE.
 OB0265
 OB0265                          STATION RECOVERY (1972)
 OB0265
 OB0265'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (JES)
 OB0265'STATION AND RMS FOUND IN GOOD CONDITION AS DESCRIBED, EXCEPT
 OB0265'THAT THE DESCRIPTION FOR THE RMS SHOULD BE REVERSED.  RM 1 SHOULD
 OB0265'READ TO BE IN THE SE LEG OF THE LOT, AND RM 2 SHOULD READ TO BE
 OB0265'IN THE LEDGE 11.10 METERS WEST OF THE SW ANCHOR BOLT OF THE LOT.
 OB0265
 OB0265                          STATION RECOVERY (1975)
 OB0265
 OB0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 OB0265'THE STATION MARK AND REFERENCE MARKS NUMBER 1 AND 2 WERE
 OB0265'RECOVERED IN GOOD CONDITION AS DESCRIBED BY C.M.D. IN
 OB0265'1933.  REFERENCE MARK 1 IS NOW OBSTRUCTED BY A CONCRETE BUILDING,
 OB0265'BUT REFERENCE MARK 2 WAS OCCUPIED AND THE DISTANCE TO THE STATION
 OB0265'WAS COMPUTED.
 OB0265'
 OB0265'DUE TO CHANGES IN TERRAIN AND NEW BUILDING AND HIGHWAY
 OB0265'CONSTRUCTION, A NEW DESCRIPTION FOLLOWS.
 OB0265'
 OB0265'THE STATION IS LOCATED ON THE TOP OF A HIGH HILL KNOWN LOCALLY
 OB0265'AS MOUNT ARARAT, WHICH IS ABOUT 1-1/2 MILES NORTH OF THE
 OB0265'ANDROSCOGGIN RIVER, 8 MILES WEST OF BATH, IN THE EAST PART OF
 OB0265'TOPSHAM, ON PROPERTY OWNED BY THE MAINE FOREST COMMISSION.
 OB0265'
 OB0265'TO REACH THE STATION FROM THE U.S. POST OFFICE IN TOPSHAM, GO
 OB0265'NORTH ON U.S. ROUTE 201 FOR 0.45 MILE TO THE ENTRANCE OF THE
 OB0265'BRUNSWICK NAVAL AIR STATION ANNEX ON THE RIGHT, TURN RIGHT AND
 OB0265'GO EAST FOR 0.15 MILE TO THE MAIN GATE, CONTINUE STRAIGHT AHEAD
 OB0265'ON THIS STREET (CANAM DRIVE) FOR 0.55 MILE TO ANOTHER
 OB0265'GATE.  FROM HERE CONTINUE ON CANAM DRIVE FOR 0.30 MILE TO
 OB0265'ANOTHER GATE, GO THROUGH THE GATE AND IMMEDIATELY TURN RIGHT
 OB0265'ONTO A DIRT TRACK ROAD, GO UPHILL ON THIS ROAD TO THE STATION
 OB0265'LOCATED BEHIND THE CONCRETE BUILDING.
 OB0265'
 OB0265'THE STATION IS A STANDARD DISK STAMPED ARARAT 1933, SET IN THE
 OB0265'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE
 OB0265'GROUND.  IT IS 10.3 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 OB0265'THE BUILDING, 25.9 FEET WEST OF THE SOUTHEAST CORNER OF THE
 OB0265'BUILDING AND 52.175 FEET SOUTH OF THE SOUTHWEST LOOKOUT TOWER
 OB0265'LEG ANCHOR BOLT.
 OB0265'
 OB0265'REFERENCE MARK 1 IS A STANDARD DISK STAMPED ARARAT NO 1 1933,
 OB0265'SET IN A DRILL HOLE IN THE CONCRETE BASE OF THE SOUTHWEST LEG OF
 OB0265'THE LOOKOUT TOWER WHICH PROJECTS 18 INCHES ABOVE THE GROUND.
 OB0265'
 OB0265'REFERENCE MARK 2 IS A STANDARD DISK STAMPED ARARAT NO 2 1933,
 OB0265'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH THE
 OB0265'GROUND.  IT IS 46.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 OB0265'BUILDING, 50.5 FEET WEST-NORTHWEST OF THE SOUTHWEST LOOKOUT TOWER
 OB0265'LEG ANCHOR BOLT, 21.5 FEET SOUTHWEST OF A POWER POLE AND IT IS
 OB0265'ABOUT 2 FEET LOWER THAN THE STATION.
 OB0265'
 OB0265'HEIGHT OF LIGHT ABOVE STATION MARK 73.5 FEET.
 OB0265'
 OB0265'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OB0265'2 MILES NORTH OF BRUNSWICK.
 OB0265
 OB0265                          STATION RECOVERY (1975)
 OB0265
 OB0265'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 OB0265'0.75 MI NE FROM TOPSHAM.
 OB0265'ABOUT 0.25 MILE NORTH ALONG STATE HIGHWAY 201 FROM THE POST OFFICE AT
 OB0265'TOPSHAM, THENCE 0.2 MILE NORTHEASTERLY ALONG BLACKTOP ROAD (LEADING TO
 OB0265'MAINE SCHOOL ADMINISTRATIVE DISTRICK NO. 75 NEW UPPER SCHOOL), TO A
 OB0265'TRACK ROAD LEADING SOUTHEASTERLY.  THENCE ALONG WINDING TRACK ROAD TO
 OB0265'TOP OF HIGH HILL, KNOWN LOCALLY AS MOUNT ARARAT, AND TO THE FIRE
 OB0265'LOOKOUT TOWER.  A DISK SET FLUSH IN THE TOP OF A CONCRETE POST 10.3
 OB0265'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE BUILDING, 25.9
 OB0265'FEET WEST OF THE SOUTHEAST CORNER OF THE CONCRETE BUILDING, AND 52.18
 OB0265'FEET SOUTH OF THE SOUTHWEST LOOKOUT TOWER LEG BOLT.
 OB0265
 OB0265                          STATION RECOVERY (1977)
 OB0265
 OB0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (ALB)
 OB0265'THE STATION MARK AND REFERENCE MARKS NUMBER 1 AND 2 WERE
 OB0265'RECOVERED IN GOOD CONDITION. REFERENCE MARK 1 IS NOW
 OB0265'OBSTRUCTED BY A CONCRETE BUILDING, BUT REFERENCE MARK 2
 OB0265'WAS OCCUPIED AND THE DISTANCE TO THE STATION WAS COMPUTED.
 OB0265'DUE TO ERRORS WHICH WERE FOUND IN THE 1975 RECOVERY BY
 OB0265'R.C.A., A NEW DESCRIPTION FOLLOWS.
 OB0265'
 OB0265'THE STATION IS LOCATED ON PROPERTY LEASED BY THE CASCO CABLE
 OB0265'TELEVISION. PERMISSION WAS GRANTED BY MR THOMPSON, BRUNSWICK
 OB0265'MAINE.
 OB0265'IT IS ON A HIGH HILL, KNOWN LOCALLY AS MOUNT ARARAT, ABOUT
 OB0265'1.5 MILES NORTH OF THE ANDROSCOGGIN RIVER, 8 MILES WEST OF
 OB0265'BATH AND IN THE EAST PART OF TOPSHAM.
 OB0265'
 OB0265'TO REACH THE STATION FROM THE POST OFFICE IN TOPSHAM, GO
 OB0265'NORTH ON U.S. ROUTE 201 FOR 0.45 MILE TO THE ENTRANCE OF THE
 OB0265'BRUNSWICK NAVAL AIR STATION ANNEX ON THE RIGHT. TURN RIGHT,
 OB0265'GO EAST FOR 0.15 MILE TO THE MAIN GATE. CONTINUE STRAIGHT
 OB0265'ON CANAM DRIVE FOR 0.55 MILE TO ANOTHER GATE. CONTINUE ON
 OB0265'CANAM DRIVE FOR 0.30 MILE TO ANOTHER GATE. GO THROUGH GATE
 OB0265'TURN RIGHT, GO UPHILL ON A DIRT TRACK ROAD TO THE STATION
 OB0265'BEHIND THE CONCRETE BUILDING.
 OB0265'
 OB0265'THE STATION, STAMPED---ARARAT 1933---, IS A STANDARD DISK
 OB0265'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 3
 OB0265'INCHES ABOVE THE GROUND. IT IS 10.3 FEET SOUTHWEST OF THE
 OB0265'SOUTHWEST CORNER OF THE BUILDING, 25.9 FEET WEST OF THE
 OB0265'SOUTHEAST CORNER OF THE BUILDING AND 62.2 FEET SOUTH OF THE
 OB0265'SOUTHWEST LOOKOUT TOWER LEG ANCHOR BOLT.
 OB0265'THERE IS NO MENTION OF ANY UNDERGROUND MARK.
 OB0265'
 OB0265'REFERENCE MARK 1, STAMPED---ARARAT NO 1 1933---, IS A
 OB0265'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE
 OB0265'BASE OF THE SOUTHEAST LEG OF THE LOOKOUT TOWER. IT IS 41
 OB0265'FEET NORTH-NORTHEAST OF THE NORTHWEST CORNER OF THE CONCRETE
 OB0265'BLOCK BUILDING, 34.5 FEET EAST-SOUTHEAST OF THE UNNUMBERED
 OB0265'POWER POLE AND IT PROJECTS 18 INCHES ABOVE THE GROUND
 OB0265'SURFACE.
 OB0265'
 OB0265'REFERENCE MARK 2, STAMPED---ARARAT NO 2 1933---, IS A
 OB0265'STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 OB0265'BEDROCK. IT IS 46.5 FEET NORTHWEST OF THE NORTHWEST CORNER
 OB0265'OF THE BUILDING, 50.5 FEET WEST-NORTHWEST OF THE SOUTHEAST
 OB0265'LOOKOUT TOWER LEG ANCHOR BOLT, 21.5 FEET SOUTHWEST OF AN
 OB0265'UNNUMBERED POWER POLE, FLUSH WITH THE GROUND SURFACE AND
 OB0265'2 FEET LOWER THAN THE STATION.
 OB0265'
 OB0265'THERE WAS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 OB0265'
 OB0265'THE HEIGHT OF THE LIGHT ABOVE THE STATION WAS 18 METERS.
 OB0265'
 OB0265'DESCRIBED BY JERRY E. ELLINGWOOD.
 OB0265
 OB0265                          STATION RECOVERY (1991)
 OB0265
 OB0265'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OB0265'RECOVERED IN GOOD CONDITION.
 OB0265
 OB0265                          STATION RECOVERY (2006)
 OB0265
 OB0265'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 OB0265'FOUND AS DESCRIBED.  STATION IS SLIGHTLY SOUTH OF THE SOUTHWEST POST
 OB0265'OF THE FENCE AROUND THE LOOKOUT TOWER.
 OB0265'RM 1 IS ON THE NORTHEAST CORNER OF THE NORTHEAST PEDESTAL SUPPORTING
 OB0265'NORTHEAST LEG OF THE FIRE TOWER, NOT THE SOUTHEAST LEG.
 OB0265'RM 2 FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0266 ***********************************************************************
 OB0266  DESIGNATION -  ARARAT RM 1
 OB0266  PID         -  OB0266
 OB0266  STATE/COUNTY-  ME/SAGADAHOC
 OB0266  USGS QUAD   -  BRUNSWICK (1980)
 OB0266
 OB0266                         *CURRENT SURVEY CONTROL
 OB0266  ___________________________________________________________________
 OB0266* NAD 83(1986)-  43 56 24.     (N)    069 57 36.     (W)     SCALED    
 OB0266* NAVD 88     -        74.892  (meters)     245.71   (feet)  ADJUSTED  
 OB0266  ___________________________________________________________________
 OB0266  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 OB0266  DYNAMIC HT  -          74.884 (meters)     245.68  (feet)  COMP
 OB0266  MODELED GRAV-     980,515.5   (mgal)                       NAVD 88
 OB0266
 OB0266  VERT ORDER  -  SECOND    CLASS I
 OB0266
 OB0266.The horizontal coordinates were scaled from a topographic map and have
 OB0266.an estimated accuracy of +/- 6 seconds.
 OB0266
 OB0266.The orthometric height was determined by differential leveling
 OB0266.and adjusted by the National Geodetic Survey in June 1991..
 OB0266
 OB0266.The geoid height was determined by GEOID03.
 OB0266
 OB0266.The dynamic height is computed by dividing the NAVD 88
 OB0266.geopotential number by the normal gravity value computed on the
 OB0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0266.degrees latitude (g = 980.6199 gals.).
 OB0266
 OB0266.The modeled gravity was interpolated from observed gravity values.
 OB0266
 OB0266;                    North         East    Units  Estimated Accuracy
 OB0266;SPC ME W     -   122,970.      916,590.      MT  (+/- 180 meters Scaled)
 OB0266
 OB0266                          SUPERSEDED SURVEY CONTROL
 OB0266
 OB0266  NGVD 29 (??/??/92)   75.088  (m)          246.35   (f) ADJ UNCH    2 1
 OB0266
 OB0266.Superseded values are not recommended for survey control.
 OB0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0266.See file dsdata.txt to determine how the superseded data were derived.
 OB0266
 OB0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ229656(NAD 83)
 OB0266_MARKER: DD = SURVEY DISK
 OB0266_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OB0266_SP_SET: PEDESTAL
 OB0266_STAMPING: ARARAT NO. 1 1933
 OB0266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OB0266
 OB0266  HISTORY     - Date     Condition        Report By
 OB0266  HISTORY     - 1933     MONUMENTED       CGS
 OB0266  HISTORY     - 1975     GOOD             MEDT
 OB0266  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 OB0266  HISTORY     - 20060714 GOOD             GEOCAC
 OB0266
 OB0266                          STATION DESCRIPTION
 OB0266
 OB0266'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 OB0266'0.75 MI NE FROM TOPSHAM.
 OB0266'ABOUT 0.25 MILE NORTH ALONG STATE HIGHWAY 201 FROM THE POST OFFICE AT
 OB0266'TOPSHAM, THENCE 0.2 MILE NORTHEASTERLY ALONG BLACKTOP ROAD (LEADING TO
 OB0266'MAINE SCHOOL ADMINISTRATIVE DISTRICT NO. 75 NEW UPPER SCHOOL), TO A
 OB0266'TRACK ROAD LEADING SOUTHEASTERLY.  THENCE ALONG WINDING TRACK ROAD TO
 OB0266'TOP OF HIGH HILL, KNOWN LOCALLY AS MOUNT ARARAT, AND TO THE FIRE
 OB0266'LOOKOUT TOWER.  A DISK SET FLUSH IN THE SOUTHEAST PEDESTAL WHICH
 OB0266'SUPPORTS THE SOUTHEAST LEG OF THE FIRE LOOKOUT TOWER.  ALSO 41 FEET
 OB0266'NORTHEAST OF THE NORTHWEST CORNER OF THE CONCRETE BUILDING, 37.5 FEET
 OB0266'NORTH OF THE NORTHEAST CORNER OF THE BUILDING, 9 FEET WEST OF THE
 OB0266'CENTERLINE OF THE TRACK ROAD AND 66.70 FEET NORTHEAST OF STATION MARK
 OB0266'DESCRIBED AND PROJECTING 1.5 FEET ABOVE THE GROUND.
 OB0266
 OB0266                          STATION RECOVERY (1991)
 OB0266
 OB0266'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OB0266'MARK NOT FOUND.
 OB0266
 OB0266                          STATION RECOVERY (2006)
 OB0266
 OB0266'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 OB0266'ON NORTHEAST CORNER OF NORTHEAST CONCRETE PEDESTAL SUPPORTING FIRE
 OB0266'TOWER.  HAND-HELD GPS COORDINATES N 43 56.427 W 069 57.579.
 OB0266' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0267 ***********************************************************************
 OB0267  DESIGNATION -  ARARAT RM 2
 OB0267  PID         -  OB0267
 OB0267  STATE/COUNTY-  ME/SAGADAHOC
 OB0267  USGS QUAD   -  BRUNSWICK (1980)
 OB0267
 OB0267                         *CURRENT SURVEY CONTROL
 OB0267  ___________________________________________________________________
 OB0267* NAD 83(1986)-  43 56 24.     (N)    069 57 36.     (W)     SCALED    
 OB0267* NAVD 88     -        73.159  (meters)     240.02   (feet)  ADJUSTED  
 OB0267  ___________________________________________________________________
 OB0267  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 OB0267  DYNAMIC HT  -          73.151 (meters)     240.00  (feet)  COMP
 OB0267  MODELED GRAV-     980,515.5   (mgal)                       NAVD 88
 OB0267
 OB0267  VERT ORDER  -  SECOND    CLASS I
 OB0267
 OB0267.The horizontal coordinates were scaled from a topographic map and have
 OB0267.an estimated accuracy of +/- 6 seconds.
 OB0267
 OB0267.The orthometric height was determined by differential leveling
 OB0267.and adjusted by the National Geodetic Survey in June 1991..
 OB0267
 OB0267.The geoid height was determined by GEOID03.
 OB0267
 OB0267.The dynamic height is computed by dividing the NAVD 88
 OB0267.geopotential number by the normal gravity value computed on the
 OB0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0267.degrees latitude (g = 980.6199 gals.).
 OB0267
 OB0267.The modeled gravity was interpolated from observed gravity values.
 OB0267
 OB0267;                    North         East    Units  Estimated Accuracy
 OB0267;SPC ME W     -   122,970.      916,590.      MT  (+/- 180 meters Scaled)
 OB0267
 OB0267                          SUPERSEDED SURVEY CONTROL
 OB0267
 OB0267  NGVD 29 (??/??/92)   73.355  (m)          240.67   (f) ADJ UNCH    2 1
 OB0267
 OB0267.Superseded values are not recommended for survey control.
 OB0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0267.See file dsdata.txt to determine how the superseded data were derived.
 OB0267
 OB0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ229656(NAD 83)
 OB0267_MARKER: DB = BENCH MARK DISK
 OB0267_SETTING: 66 = SET IN ROCK OUTCROP
 OB0267_SP_SET: ROCK LEDGE
 OB0267_STAMPING: ARARAT NO. 2 1933
 OB0267_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0267+STABILITY: POSITION/ELEVATION WELL
 OB0267
 OB0267  HISTORY     - Date     Condition        Report By
 OB0267  HISTORY     - 1933     MONUMENTED       CGS
 OB0267  HISTORY     - 1975     GOOD             MEDT
 OB0267  HISTORY     - 1991     POOR             USPSQD
 OB0267  HISTORY     - 20040620 GOOD             USPSQD
 OB0267
 OB0267                          STATION DESCRIPTION
 OB0267
 OB0267'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 OB0267'0.75 MI NE FROM TOPSHAM.
 OB0267'ABOUT 0.25 MILE NORTH ALONG STATE HIGHWAY 201 FROM THE POST OFFICE AT
 OB0267'TOPSHAM, THENCE 0.2 MILE NORTHEASTERLY ALONG BLACKTOP ROAD (LEADING TO
 OB0267'MAINE SCHOOL ADMINISTRATIVE DISTRICT NO. 75 NEW UPPER SCHOOL) TO A
 OB0267'TRACK ROAD LEADING SOUTHEASTERLY.  THENCE ALONG WINDING TRACK ROAD TO
 OB0267'TOP OF HIGH HILL, KNOWN LOCALLY AS MOUNT ARARAT, AND TO THE FIRE
 OB0267'LOOKOUT TOWER.  A DISK SET FLUSH IN LEDGE 46.5 FEET NORTHWEST OF
 OB0267'NORTHWEST CORNER OF THE CONCRETE BUILDING, 60.5 FEET NORTHWEST OF THE
 OB0267'NORTHEAST CORNER OF THE CONCRETE BUILDING, 21.5 FEET SOUTHWEST OF
 OB0267'SERVICE POLE TO THE CONCRETE BUILDING, 35.5 FEET NORTHWEST OF THE
 OB0267'SOUTHWEST ANCHOR BOLT ON THE LOOKOUT TOWER AND 13 FEET SOUTHEAST OF
 OB0267'THE 6 FOOT VERTICAL LEDGE FACE.  NOTE-- ALSO 62.24 FEET NORTHWEST OF
 OB0267'STATION MARK DESCRIBED.
 OB0267
 OB0267                          STATION RECOVERY (1991)
 OB0267
 OB0267'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OB0267'MARK RECOVERED IN POOR CONDITION.
 OB0267
 OB0267                          STATION RECOVERY (2004)
 OB0267
 OB0267'RECOVERY NOTE BY US POWER SQUADRON 2004 (AHE)
 OB0267'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0927 ***********************************************************************
 PD0927  DESIGNATION -  ARCUS 1860
 PD0927  PID         -  PD0927
 PD0927  STATE/COUNTY-  ME/WASHINGTON
 PD0927  USGS QUAD   -  PEMBROKE (1977)
 PD0927
 PD0927                         *CURRENT SURVEY CONTROL
 PD0927  ___________________________________________________________________
 PD0927* NAD 83(1996)-  44 54 11.86250(N)    067 11 31.74834(W)     ADJUSTED  
 PD0927* NAVD 88     -        55.     (meters)     180.     (feet)  SCALED    
 PD0927  ___________________________________________________________________
 PD0927  LAPLACE CORR-           5.39  (seconds)                    DEFLEC99
 PD0927  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 PD0927
 PD0927  HORZ ORDER  -  THIRD
 PD0927
 PD0927.The horizontal coordinates were established by classical geodetic methods
 PD0927.and adjusted by the National Geodetic Survey in March 1998..
 PD0927
 PD0927.The orthometric height was scaled from a topographic map.
 PD0927
 PD0927.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0927
 PD0927.The geoid height was determined by GEOID03.
 PD0927
 PD0927;                    North         East     Units Scale Factor Converg.
 PD0927;SPC ME E     -   138,229.892   403,282.681   MT  1.00003113   +0 55 23.9
 PD0927;UTM  19      - 4,973,797.578   642,725.646   MT  0.99985049   +1 16 35.0
 PD0927
 PD0927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0927!SPC ME E     -   0.99999498  x   1.00003113  =   1.00002611
 PD0927!UTM  19      -   0.99999498  x   0.99985049  =   0.99984547
 PD0927
 PD0927:                Primary Azimuth Mark                     Grid Az
 PD0927:SPC ME E     -  OWENS FLAG                               359 08 56.3
 PD0927:UTM  19      -  OWENS FLAG                               358 47 45.2
 PD0927
 PD0927|---------------------------------------------------------------------|
 PD0927| PID    Reference Object                     Distance      Geod. Az  |
 PD0927|                                                           dddmmss.s |
 PD0927| PD0928 OWENS FLAG                          APPROX. 5.7 KM 0000420.2 |
 PD0927| PD0938 PEMBROKE OLD ENG CH                 APPROX. 6.9 KM 0183227.5 |
 PD0927| PD0937 PEMBROKE SCHHSE BELFRY              APPROX. 6.7 KM 0183601.2 |
 PD0927| QF0683 CHAMCOOK                            APPROX.26.1 KM 0191113.8 |
 PD0927| PD0933 PEMBROKE WASH HALL                  APPROX. 6.0 KM 0214550.5 |
 PD0927| PD0934 PEMBROKE BAPTIST CH                 APPROX. 6.1 KM 0224548.3 |
 PD0927| PD0936 FISHES FLAG                         APPROX. 3.5 KM 0310610.3 |
 PD0927| PD0946 COGGINS HEAD FLAG                   APPROX. 5.1 KM 0555844.5 |
 PD0927| PD0935 MITCHELL                            APPROX. 2.7 KM 0692751.7 |
 PD0927| PD0944 EVERETT FLAG                        APPROX. 4.8 KM 0805352.8 |
 PD0927| PD0776 EASTPORT UNITARIAN CH SPIRE         APPROX.16.1 KM 0900229.5 |
 PD0927| PD0913 MAHAIS SPRUCE FLAG                  APPROX. 5.8 KM 1335921.9 |
 PD0927| PD0940 LINCOLNS SUMMER HSE                 APPROX. 1.5 KM 1482104.3 |
 PD0927| PD0919 LITTLE                              APPROX. 6.2 KM 1553223.7 |
 PD0927| PD0932 LINCOLNS LEDGE FLAG                 APPROX. 2.8 KM 2371553.0 |
 PD0927| PD1037 ALLANS PINE FLAG                    APPROX. 5.6 KM 2690736.5 |
 PD0927| PD0931 DENNYSVILLE SPIRE                   APPROX. 2.9 KM 2725634.0 |
 PD0927|---------------------------------------------------------------------|
 PD0927
 PD0927                          SUPERSEDED SURVEY CONTROL
 PD0927
 PD0927  NAD 83(1992)-  44 54 11.85317(N)    067 11 31.74720(W) AD(       ) 3
 PD0927  NAD 83(1986)-  44 54 11.85115(N)    067 11 31.74963(W) AD(       ) 3
 PD0927  NAD 27      -  44 54 11.56700(N)    067 11 33.80400(W) AD(       ) 3
 PD0927
 PD0927.Superseded values are not recommended for survey control.
 PD0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0927.See file dsdata.txt to determine how the superseded data were derived.
 PD0927
 PD0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK4272673798(NAD 83)
 PD0927
 PD0927  HISTORY     - Date     Condition        Report By
 PD0927  HISTORY     - 1860     MONUMENTED       COASUR
 PD0927  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0927
 PD0927                          STATION DESCRIPTION
 PD0927
 PD0927'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0927'STATION IS ON MOUNT DORCAS, A PROMINENT WOODED HILL NEAR THE
 PD0927'HEAD OF THE PENINSULA LEADING TO HURLEY POINT, BETWEEN DUCK HARBOR
 PD0927'AND DENNYS BAY, ABOUT 1.8 MILES E OF DENNYSVILLE, MAINE.  THE
 PD0927'INTERSECTION OF THE HARD SURFACE ROAD FROM DENNYSVILLE WITH AN E-W
 PD0927'ROAD LEADING TO THE PENINSULA IS ABOUT 1/4 MILE WSW.  TO REACH
 PD0927'THE STATION WALK ACROSS AN OPEN PASTURE FROM THIS ROAD
 PD0927'INTERSECTION TO THE BASE OF MT. DORCAS, FROM WHICH A TRAIL
 PD0927'LEADS UP THE WOODED SLOPE NEARLY TO THE TOP.
 PD0927'
 PD0927'STATION MARK IS A 1/2-INCH DRILL HOLE 2 INCHES DEEP, SURROUNDED
 PD0927'BY A 12-INCH TRIANGLE CUT IN THE HIGHEST OPEN ROCK LEDGE ON THE
 PD0927'HILL.  THE ROCK IS BRITTLE, THE TRIANGLE IS VERY FAINT, AND THE
 PD0927'DRILL HOLE IS NOW AT THE BOTTOM OF A SHALLOW DEPRESSION 1 INCH
 PD0927'SQUARE AND 1 INCH DEEP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0412 ***********************************************************************
 OB0412  DESIGNATION -  ARISS 1860
 OB0412  PID         -  OB0412
 OB0412  STATE/COUNTY-  ME/LINCOLN
 OB0412  USGS QUAD   -  BRISTOL (1969)
 OB0412
 OB0412                         *CURRENT SURVEY CONTROL
 OB0412  ___________________________________________________________________
 OB0412* NAD 83(1996)-  43 59 15.57029(N)    069 32 38.86965(W)     ADJUSTED  
 OB0412* NAVD 88     -        40.     (meters)     131.     (feet)  SCALED    
 OB0412  ___________________________________________________________________
 OB0412  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 OB0412  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 OB0412
 OB0412  HORZ ORDER  -  THIRD
 OB0412
 OB0412.The horizontal coordinates were established by classical geodetic methods
 OB0412.and adjusted by the National Geodetic Survey in March 1998..
 OB0412
 OB0412.The orthometric height was scaled from a topographic map.
 OB0412
 OB0412.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0412
 OB0412.The geoid height was determined by GEOID03.
 OB0412
 OB0412;                    North         East     Units Scale Factor Converg.
 OB0412;SPC ME W     -   128,430.524   949,939.980   MT  0.99999733   +0 25 56.5
 OB0412;SPC ME E     -    36,191.506   216,245.118   MT  0.99998625   -0 43 30.7
 OB0412;UTM  19      - 4,870,645.989   456,365.758   MT  0.99962342   -0 22 40.5
 OB0412
 OB0412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0412!SPC ME W     -   0.99999776  x   0.99999733  =   0.99999509
 OB0412!SPC ME E     -   0.99999776  x   0.99998625  =   0.99998401
 OB0412!UTM  19      -   0.99999776  x   0.99962342  =   0.99962118
 OB0412
 OB0412                          SUPERSEDED SURVEY CONTROL
 OB0412
 OB0412  NAD 83(1992)-  43 59 15.57185(N)    069 32 38.86313(W) AD(       ) 3
 OB0412  NAD 83(1986)-  43 59 15.57683(N)    069 32 38.86884(W) AD(       ) 3
 OB0412  NAD 27      -  43 59 15.28500(N)    069 32 40.68500(W) AD(       ) 3
 OB0412
 OB0412.Superseded values are not recommended for survey control.
 OB0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0412.See file dsdata.txt to determine how the superseded data were derived.
 OB0412
 OB0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ5636670646(NAD 83)
 OB0412
 OB0412  HISTORY     - Date     Condition        Report By
 OB0412  HISTORY     - 1860     MONUMENTED       CGS
 OB0412  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0412  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OB0412
 OB0412                          STATION DESCRIPTION
 OB0412
 OB0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1860 (FPW)
 OB0412'ON A BLUFF BELONGING TO ALBERT HUNTER AND LOCATED ABOUT MIDWAY
 OB0412'BETWEEN THE E SHORE OF DAMARISCOTTA RIVER AND THE ROAD LEADING
 OB0412'TO DAMARISCOTTA, WHICH TOWN IS ABOUT 3 MILES ABOVE.  THE HOUSES
 OB0412'OF MRS. BLANEY AND MARIUS HOWE ARE ON THE W SIDE OF THE ROAD AND
 OB0412'DISTANT ABOUT 200 METERS AND 400 METERS TO THE SE AND NE,
 OB0412'RESPECTIVELY, OF THE STATION AND ALBERT HUNTERS HOUSE IS ABOUT
 OB0412'1/2 MILE TO THE EASTWARD.  A STONE FENCE CROSSES THE HILL ABOUT
 OB0412'20 METERS TO THE SE OF THE STATION.  THE STATION IS MARKED
 OB0412'WITH A HOLE DRILLED IN THE ROCK AND IS ABOUT 300 METERS E OF
 OB0412'THE RIVER AND THE SAME DISTANCE W OF THE ROAD.
 OB0412
 OB0412                          STATION RECOVERY (1934)
 OB0412
 OB0412'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0412'THE STATION WAS RECOVERED AS DESCRIBED.
 OB0412'
 OB0412'THE STATION WAS RE-MARKED AND TWO REFERENCE MARKS WERE ESTABLISHED.
 OB0412'
 OB0412'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN
 OB0412'DRILL HOLES IN OUTCROPPING BEDROCK.
 OB0412'
 OB0412'LINES TO THE W MAY BE CLEARED TO SEE FROM THE GROUND.  THE
 OB0412'STATION WAS NOT OCCUPIED AND NO SIGNAL WAS ERECTED IN 1934.  A
 OB0412'PILE OF ROCKS NOW COVER THE STATION.
 OB0412'
 OB0412'TO REACH THE STATION GO S ON HIGHWAY 129, 3.3 MILES FROM
 OB0412'DAMARISCOTTA TO THE HOME OF SAMUEL WILLIAMS.  TAKE TRAIL SW FROM
 OB0412'THIS HOUSE.  PASS THROUGH ONE STONE FENCE AND CONTINUE TO A
 OB0412'SECOND STONE FENCE.  FOLLOW THIS FENCE TO THE RIGHT UP THE
 OB0412'HILL.  THE STATION IS ABOUT 20 METERS NW OF THE FENCE WHERE IT
 OB0412'CROSSES THE HILL.
 OB0412
 OB0412                          STATION RECOVERY (1953)
 OB0412
 OB0412'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (PT)
 OB0412'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 OB0412'CONDITION.  THE 1934 DESCRIPTION IS ADEQUATE WITH THE FOLLOWING
 OB0412'ADDITIONS--
 OB0412'
 OB0412'FOLLOW THE STONE FENCE TO THE RIGHT UP THE HILL ABOUT 300 FT. PAST
 OB0412'A RIGHT-ANGLE TURN IN THE FENCE TO A BLAZED 14 IN. PINE TREE,
 OB0412'TURN 90 DEG RIGHT FOR 97 FT. TO THE STATION.
 OB0412'
 OB0412'A LINE WAS CLEARED TO SEE NORWOOD FROM THE GROUND AND A LINE
 OB0412'WAS CLEARED (FOR TRAVERSE) IN AN E DIRECTION THROUGH THE WOODS TO
 OB0412'THE N CORNER OF AN OPEN FIELD BACK OF MISS GOUDYS HOUSE.  A CAIRN
 OB0412'WAS LEFT OVER THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0086 ***********************************************************************
 PF0086  DESIGNATION -  ARP 1964
 PF0086  PID         -  PF0086
 PF0086  STATE/COUNTY-  ME/ANDROSCOGGIN
 PF0086  USGS QUAD   -  MINOT (1981)
 PF0086
 PF0086                         *CURRENT SURVEY CONTROL
 PF0086  ___________________________________________________________________
 PF0086* NAD 83(1986)-  44 02 50.     (N)    070 17 03.     (W)     SCALED    
 PF0086* NAVD 88     -        82.047  (meters)     269.18   (feet)  ADJUSTED  
 PF0086  ___________________________________________________________________
 PF0086  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 PF0086  DYNAMIC HT  -          82.037 (meters)     269.15  (feet)  COMP
 PF0086  MODELED GRAV-     980,496.4   (mgal)                       NAVD 88
 PF0086
 PF0086  VERT ORDER  -  FIRST     CLASS I
 PF0086
 PF0086.This mark is at Auburn Airport (LEW)
 PF0086
 PF0086.The horizontal coordinates were scaled from a topographic map and have
 PF0086.an estimated accuracy of +/- 6 seconds.
 PF0086
 PF0086.The orthometric height was determined by differential leveling
 PF0086.and adjusted by the National Geodetic Survey in June 1991..
 PF0086
 PF0086.The geoid height was determined by GEOID03.
 PF0086
 PF0086.The dynamic height is computed by dividing the NAVD 88
 PF0086.geopotential number by the normal gravity value computed on the
 PF0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0086.degrees latitude (g = 980.6199 gals.).
 PF0086
 PF0086.The modeled gravity was interpolated from observed gravity values.
 PF0086
 PF0086;                    North         East    Units  Estimated Accuracy
 PF0086;SPC ME W     -   134,870.      890,580.      MT  (+/- 180 meters Scaled)
 PF0086
 PF0086                          SUPERSEDED SURVEY CONTROL
 PF0086
 PF0086  NGVD 29 (??/??/92)   82.234  (m)          269.80   (f) ADJ UNCH    1 1
 PF0086
 PF0086.Superseded values are not recommended for survey control.
 PF0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0086.See file dsdata.txt to determine how the superseded data were derived.
 PF0086
 PF0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ971779(NAD 83)
 PF0086_MARKER: DT = TOPOGRAPHIC STATION DISK
 PF0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PF0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PF0086_STAMPING: ARP 1964
 PF0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0086+STABILITY: SURFACE MOTION
 PF0086
 PF0086  HISTORY     - Date     Condition        Report By
 PF0086  HISTORY     - 1964     MONUMENTED       CGS
 PF0086  HISTORY     - 1966     GOOD             NGS
 PF0086  HISTORY     - 1974     GOOD             NGS
 PF0086  HISTORY     - 19951005 MARK NOT FOUND   CHANCE
 PF0086
 PF0086                          STATION DESCRIPTION
 PF0086
 PF0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PF0086'AT LEWISTON-AUBURN AP.
 PF0086'AT LEWISTON-AUBURN MUNICIPAL AIRPORT, 0.5 MILE SOUTHWEST OF THE
 PF0086'NORTHEAST END OF THE NORTHEAST-SOUTHWEST RUNWAY, NEAR THE
 PF0086'JUNCTION OF THREE RUNWAYS, 151 FEET SOUTHEAST OF THE CENTER
 PF0086'LINE OF THE NORTHEAST-SOUTHWEST RUNWAY, 315 FEET WEST OF THE
 PF0086'CENTER LINE OF THE NORTH-SOUTH RUNWAY, ABOUT LEVEL WITH THE
 PF0086'RUNWAYS AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 PF0086'GROUND.
 PF0086
 PF0086                          STATION RECOVERY (1974)
 PF0086
 PF0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 PF0086'RECOVERED IN GOOD CONDITION.
 PF0086
 PF0086                          STATION RECOVERY (1995)
 PF0086
 PF0086'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KB)
 PF0086'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1414 ***********************************************************************
 QG1414  DESIGNATION -  ARP LIN
 QG1414  PID         -  QG1414
 QG1414  STATE/COUNTY-  ME/PENOBSCOT
 QG1414  USGS QUAD   -  LINCOLN WEST (1988)
 QG1414
 QG1414                         *CURRENT SURVEY CONTROL
 QG1414  ___________________________________________________________________
 QG1414* NAD 83(1996)-  45 21 34.33317(N)    068 32 03.51758(W)     ADJUSTED  
 QG1414* NAVD 88     -        64.3    (meters)     211.     (feet)  GPS OBS   
 QG1414  ___________________________________________________________________
 QG1414  X           -   1,642,823.780 (meters)                     COMP
 QG1414  Y           -  -4,177,886.207 (meters)                     COMP
 QG1414  Z           -   4,515,542.055 (meters)                     COMP
 QG1414  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 QG1414  ELLIP HEIGHT-          39.97  (meters)          (02/12/02) GPS OBS
 QG1414  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 QG1414
 QG1414  HORZ ORDER  -  SECOND
 QG1414  ELLP ORDER  -  FOURTH    CLASS II
 QG1414
 QG1414.This mark is at Lincoln Airport (LRG)
 QG1414
 QG1414.The horizontal coordinates were established by GPS observations
 QG1414.and adjusted by the National Geodetic Survey in September 1997..
 QG1414
 QG1414.The orthometric height was determined by GPS observations and a
 QG1414.high-resolution geoid model.
 QG1414
 QG1414.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QG1414
 QG1414.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1414
 QG1414.The ellipsoidal height was determined by GPS observations
 QG1414.and is referenced to NAD 83.
 QG1414
 QG1414.The geoid height was determined by GEOID03.
 QG1414
 QG1414;                    North         East     Units Scale Factor Converg.
 QG1414;SPC ME E     -   188,097.347   297,311.972   MT  0.99990009   -0 01 27.9
 QG1414;UTM  19      - 5,022,997.132   536,473.186   MT  0.99961636   +0 19 52.9
 QG1414
 QG1414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1414!SPC ME E     -   0.99999373  x   0.99990009  =   0.99989382
 QG1414!UTM  19      -   0.99999373  x   0.99961636  =   0.99961010
 QG1414
 QG1414|---------------------------------------------------------------------|
 QG1414| PID    Reference Object                     Distance      Geod. Az  |
 QG1414|                                                           dddmmss.s |
 QG1414| QG1471 RUNWAY                              234.889 METERS 01416     |
 QG1414| CE8793 ARP LIN RM 1                         10.351 METERS 05442     |
 QG1414| QG1410 LINCOLN ME CABLE TV TALL MAST       APPROX. 2.6 KM 1275038.4 |
 QG1414| CE8795 ARP LIN AZ MK                                      1324632.9 |
 QG1414| CE8794 ARP LIN RM 2                         10.397 METERS 14040     |
 QG1414| QG1413 ARP LIN A PT 1975                    11.634 METERS 16631     |
 QG1414|---------------------------------------------------------------------|
 QG1414
 QG1414                          SUPERSEDED SURVEY CONTROL
 QG1414
 QG1414  ELLIP H (09/29/97)   39.96   (m)                       GP(       ) 4 2
 QG1414  NAD 83(1992)-  45 21 34.33229(N)    068 32 03.51583(W) AD(       ) 2
 QG1414  ELLIP H (01/28/95)   39.96   (m)                       GP(       ) 4 2
 QG1414  NAD 83(1986)-  45 21 34.33901(N)    068 32 03.52245(W) AD(       ) 2
 QG1414  NAD 27      -  45 21 34.13442(N)    068 32 05.42321(W) AD(       ) 2
 QG1414  NGVD 29 (07/19/86)   64.7    (m)          212.     (f) VERT ANG       
 QG1414
 QG1414.Superseded values are not recommended for survey control.
 QG1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1414.See file dsdata.txt to determine how the superseded data were derived.
 QG1414
 QG1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL3647322997(NAD 83)
 QG1414_MARKER: DH = HORIZONTAL CONTROL DISK
 QG1414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG1414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG1414_STAMPING: ARP LIN 1975
 QG1414_MARK LOGO: NGS   
 QG1414_MAGNETIC: N = NO MAGNETIC MATERIAL
 QG1414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG1414+STABILITY: SURFACE MOTION
 QG1414_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QG1414+SATELLITE: SATELLITE OBSERVATIONS - July 02, 1996
 QG1414
 QG1414  HISTORY     - Date     Condition        Report By
 QG1414  HISTORY     - 1975     MONUMENTED       NGS
 QG1414  HISTORY     - 1985     GOOD             NGS
 QG1414  HISTORY     - 19951014 GOOD             CHANCE
 QG1414  HISTORY     - 19960702 GOOD             NGS
 QG1414
 QG1414                          STATION DESCRIPTION
 QG1414
 QG1414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 QG1414'THE STATION IS LOCATED IN THE TOWN OF LINCOLN AT THE LINCOLN
 QG1414'MUNICIPAL AIRPORT, 1.4 MILES WEST OF THE CENTER OF LINCOLN, 0.75
 QG1414'MILES SOUTHWEST OF THE PENOBSCOT RIVER AND 5.0 MILES NORTH OF
 QG1414'THE NORTH SHORE OF COLD STREAM POND.
 QG1414'
 QG1414'TO REACH THE STATION FROM THE POST OFFICE IN LINCOLN, GO SOUTH
 QG1414'ON FLEMMING STREET 0.3 MILES TO THE JUNCTION OF U.S. ROUTE
 QG1414'2.  TURN RIGHT AND GO SOUTHWEST 1.5 MILES ON U.S. ROUTE 2 TO
 QG1414'THE JUNCTION OF U.S. ROUTE 2 AND THE LINCOLN CONNECTOR ROAD OF
 QG1414'INTERSTATE 95.  TURN RIGHT AND GO NORTHWEST ON THE LINCOLN
 QG1414'CONNECTOR ROAD 0.35 MILES TO A GRAVEL ROAD (AIRPORT ROAD)
 QG1414'RIGHT.  TURN RIGHT AND GO 0.35 MILES TO THE STATION ON THE
 QG1414'LEFT.
 QG1414'
 QG1414'THE STATION MARK IS A STANDARD DISK SET IN A 12-INCH CYLINDRICAL
 QG1414'CONCRETE POST, STAMPED ARP LIN 1975, AND SET FLUSH WITH THE
 QG1414'GROUND.  IT IS 5.8 FEET WEST OF THE WEST EDGE OF THE PAVED
 QG1414'AIRPORT TAXIWAY AND TIEDOWN AREA, AND 6.8 FEET SOUTHWEST OF THE
 QG1414'SOUTHWEST CORNER OF THE TAXIWAY ROAD.  THE UNDERGROUND-STATION
 QG1414'MARK IS A STANDARD DISK SET IN AN IRREGULAR MASS OF CONCRETE
 QG1414'48 INCHES BELOW THE SURFACE OF THE GROUND.
 QG1414'
 QG1414'REFERENCE MARK 2 IS A STANDARD DISK SET IN A 12-INCH
 QG1414'CYLINDRICAL CONCRETE POST, PROJECTING 1 INCH AND STAMPED ARP LIN
 QG1414'NO 2 1975.  IT IS 1.0 FEET SOUTHWEST OF THE INTERSECTION OF THE
 QG1414'TAXIWAY ROAD AND THE TIE-DOWN AREA.
 QG1414'
 QG1414'REFERENCE MARK 1 IS A STANDARD DISK SET IN A 12-INCH CYLINDRICAL
 QG1414'CONCRETE POST IN THE PAVED TAXIWAY, FLUSH WITH THE TAXIWAY AND
 QG1414'STAMPED ARP LIN NO 1 1975.  IT IS 3.5 FEET EAST OF THE WEST
 QG1414'PAVED EDGE OF THE TIE-DOWN AREA AND 29.0 FEET NORTH-NORTHEAST
 QG1414'OF THE SOUTHWEST CORNER OF THE TIE-DOWN AREA.
 QG1414'
 QG1414'THE AZIMUTH MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 QG1414'OUTCROPPING BEDROCK, FLUSH WITH THE BEDROCK AND STAMPED ARP LIN
 QG1414'AZ 1975.  IT IS LOCATED IN THE TOWN OF LINCOLN, ON THE TRANS ALPINE
 QG1414'ROAD 0.3 MILES SOUTHEAST OF THE INTERSECTION OF THE TRANS ALPINE
 QG1414'ROAD AND STATE ROUTE 155 AND ON THE LEFT.  IT IS 9.7 FEET EAST
 QG1414'OF A METAL WITNESS POST AND SIGN, 25.7 FEET NORTH OF THE
 QG1414'CENTERLINE OF THE ROAD, 87.7 FEET EAST OF A TELEPHONE POLE NUMBER
 QG1414'6, AND 1.5 FEET HIGHER THAN THE ROADWAY.
 QG1414'
 QG1414'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN LINCOLN, GO
 QG1414'SOUTH ON FLEMMING STREET 0.3 MILES TO THE JUNCTION OF U.S. 2.  TURN
 QG1414'LEFT AND GO 0.05 MILES TO THE JUNCTION OF U.S. 2 AND STATE ROUTE
 QG1414'155.  TURN RIGHT AND GO SOUTH ON STATE ROUTE 155 1.1 MILES TO THE
 QG1414'TRANS ALPINE ROAD LEFT.  TURN LEFT AND GO 0.3 MILES SOUTHEASTERLY
 QG1414'TO THE STATION ON THE LEFT.
 QG1414'
 QG1414'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 QG1414
 QG1414                          STATION RECOVERY (1985)
 QG1414
 QG1414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (MRM)
 QG1414'THE STATION WAS RECOVERED AT THIS DATE.
 QG1414'REFERENCE MARKS AND AZIMUTH MARK WERE NOT SEARCHED FOR AT THIS DATE.
 QG1414'
 QG1414'THE STATION IS LOCATED ABOUT 2.3 KM (1.4 MI)
 QG1414'WEST OF THE CENTER OF LINCOLN, AT THE LINCOLN REGIONAL AIRPORT.
 QG1414'OWNERSHIP--LINCOLN REGIONAL AIRPORT, MIKE MCFALLS - AIRPORT
 QG1414'MANAGER, P.O. BOX 87, RR 1, LINCOLN ME 04458, PHONE 207-794-6113.
 QG1414'
 QG1414'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 AND
 QG1414'THE LINCOLN CONNECTOR (EXIT 55) NEAR LINCOLN, GO
 QG1414'EAST FOR 3.7 KM (2.3 MI) ON THE CONNECTOR TO THE JUNCTION OF STATE
 QG1414'HIGHWAY 116.  CONTINUE AHEAD FOR 1.4 KM (0.85 MI) TO THE EAST END
 QG1414'OF A BRIDGE.  CONTINUE AHEAD FOR 0.8 KM (0.5 MI) TO A GRAVEL ROAD
 QG1414'LEFT.
 QG1414'TURN LEFT AND GO NORTHEAST FOR 0.4 KM (0.25 MI) ON THE GRAVEL ROAD
 QG1414'TO A GATE.  CONTINUE AHEAD FOR 0.2 KM (0.1 MI) TO THE SOUTH EDGE OF
 QG1414'THE TARMAC AND THE STATION ON THE LEFT.
 QG1414'
 QG1414'THE STATION IS A STANDARD NGS DISK
 QG1414'STAMPED---ARP LIN 1975---,
 QG1414'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 QG1414'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 QG1414'112 METERS (367.5 FT) SOUTHWEST FROM THE RUNWAY EDGE,
 QG1414'31.8 METERS (104.3 FT) EAST FROM THE EAST CORNER OF A FENCE AROUND
 QG1414'THE ANEMOMETER MAST,
 QG1414'5.5 METERS (18.0 FT) NORTHWEST FROM THE APPROXIMATE CENTER OF THE
 QG1414'ROAD,
 QG1414'2.1 METERS (7.0 FT) SOUTH FROM THE WEST CORNER OF THE TARMAC,
 QG1414'1.5 METERS (5.0 FT) SOUTHWEST FROM THE TARMAC EDGE AND
 QG1414'0.8 METERS (2.6 FT) EAST FROM A CARSONITE WITNESS POST.  NOTE, THE
 QG1414'1975 DESCRIPTION INDICATES AN UNDERGROUND MARK.
 QG1414'
 QG1414'FAA AIRPORT SURVEYS, MAINE, OCTOBER-NOVEMBER 1985.
 QG1414'
 QG1414'THIS STATION SUITABLE FOR GPS SURVEYS.
 QG1414'
 QG1414'DESCRIBED BY G.R. HEID.
 QG1414
 QG1414                          STATION RECOVERY (1995)
 QG1414
 QG1414'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KB)
 QG1414'RECOVERED AS DESCRIBED.
 QG1414
 QG1414                          STATION RECOVERY (1996)
 QG1414
 QG1414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (PDL)
 QG1414'THE STATION IS LOCATED ABOUT 2.3 KM (1.40 MI) WEST OF THE CENTER OF
 QG1414'LINCOLN, AT THE LINCOLN REGIONAL AIRPORT.  OWNERSHIP--LINCOLN REGIONAL
 QG1414'AIRPORT, KEITH STRANGE - AIRPORT MANAGER, RR3 BOX 1224, LINCOLN, ME
 QG1414'044587, PHONE 207-794-3471.  TO REACH THE STATION FROM THE JUNCTION OF
 QG1414'INTERSTATE HIGHWAY 95 AND THE LINCOLN CONNECTOR (EXIT 55) NEAR
 QG1414'LINCOLN, GO EAST FOR 3.7 KM (2.30 MI) ON THE CONNECTOR TO THE JUNCTION
 QG1414'OF STATE HIGHWAY 116.  CONTINUE AHEAD FOR 1.4 KM (0.85 MI) TO THE EAST
 QG1414'END OF A BRIDGE.  CONTINUE AHEAD FOR 0.8 KM (0.50 MI) TO A GRAVEL ROAD
 QG1414'LEFT.  TURN LEFT AND GO NORTHEAST FOR 0.4 KM (0.25 MI) ON THE GRAVEL
 QG1414'ROAD TO A GATE.  CONTINUE AHEAD FOR 0.2 KM (0.10 MI) TO THE SOUTH EDGE
 QG1414'OF THE SOUTH APRON AND THE STATION ON THE LEFT.  THE STATION IS A
 QG1414'STANDARD NGS DISK STAMPED---ARP LIN 1975---, SET INTO THE TOP OF A
 QG1414'ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 QG1414'112 METERS (367.5 FT) SOUTHWEST FROM THE RUNWAY EDGE, 5.5 METERS (18.0
 QG1414'FT) NORTHWEST FROM THE APPROXIMATE CENTER OF THE ROAD, 2.1 METERS (6.9
 QG1414'FT) SOUTH FROM THE WEST CORNER OF THE SOUTH APRON, 1.5 METERS (4.9 FT)
 QG1414'SOUTHWEST FROM THE APRON EDGE AND 0.8 METERS (2.6 FT) EAST FROM A
 QG1414'WITNESS POST.  THIS STATION IS A TERTIARY MARK--MAINE ANA SURVEYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1080 ***********************************************************************
 PF1080  DESIGNATION -  ARP RESET
 PF1080  PID         -  PF1080
 PF1080  STATE/COUNTY-  ME/ANDROSCOGGIN
 PF1080  USGS QUAD   -  MINOT (1981)
 PF1080
 PF1080                         *CURRENT SURVEY CONTROL
 PF1080  ___________________________________________________________________
 PF1080* NAD 83(1996)-  44 02 53.72286(N)    070 17 01.14057(W)     ADJUSTED  
 PF1080* NAVD 88     -        82.05   (+/-2cm)     269.2    (feet)  VERTCON   
 PF1080  ___________________________________________________________________
 PF1080  LAPLACE CORR-           3.63  (seconds)                    DEFLEC99
 PF1080  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 PF1080
 PF1080  HORZ ORDER  -  SECOND
 PF1080  VERT ORDER  -  THIRD ? (See Below)
 PF1080
 PF1080.This mark is at Auburn Airport (LEW)
 PF1080
 PF1080.The horizontal coordinates were established by classical geodetic methods
 PF1080.and adjusted by the National Geodetic Survey in March 1998..
 PF1080
 PF1080.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF1080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF1080.The vertical order pertains to the NGVD 29 superseded value.
 PF1080
 PF1080.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1080
 PF1080.The geoid height was determined by GEOID03.
 PF1080
 PF1080;                    North         East     Units Scale Factor Converg.
 PF1080;SPC ME W     -   134,981.720   890,625.120   MT  0.99996775   -0 04 52.8
 PF1080;UTM  19      - 4,878,033.550   397,167.640   MT  0.99973005   -0 53 33.2
 PF1080
 PF1080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1080!SPC ME W     -   0.99999128  x   0.99996775  =   0.99995903
 PF1080!UTM  19      -   0.99999128  x   0.99973005  =   0.99972133
 PF1080
 PF1080|---------------------------------------------------------------------|
 PF1080| PID    Reference Object                     Distance      Geod. Az  |
 PF1080|                                                           dddmmss.s |
 PF1080| PF1079 ARP RM 1                             11.016 METERS 07949     |
 PF1080| CE7743 ARP RM 2                             11.601 METERS 15753     |
 PF1080| PF1078 APT BCN AUBURN LEWISTON APT         359.856 METERS 17525     |
 PF1080| OC1986 RAYMOND TV MAST WGAN                APPROX.21.6 KM 2302838.2 |
 PF1080| PF1083 POLAND SPRING STANDPIPE             APPROX. 6.6 KM 2465703.8 |
 PF1080| PF1084 BAILEY                              APPROX. 6.6 KM 2850105.7 |
 PF1080|---------------------------------------------------------------------|
 PF1080
 PF1080                          SUPERSEDED SURVEY CONTROL
 PF1080
 PF1080  NAD 83(1992)-  44 02 53.72157(N)    070 17 01.13952(W) AD(       ) 2
 PF1080  NAD 83(1986)-  44 02 53.72777(N)    070 17 01.14392(W) AD(       ) 2
 PF1080  NAD 27      -  44 02 53.46290(N)    070 17 02.94607(W) AD(       ) 2
 PF1080  NGVD 29 (07/19/86)   82.23   (m)          269.8    (f) LEVELING    3  
 PF1080
 PF1080.Superseded values are not recommended for survey control.
 PF1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1080.See file dsdata.txt to determine how the superseded data were derived.
 PF1080
 PF1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9716878034(NAD 83)
 PF1080_MARKER: DD = SURVEY DISK
 PF1080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PF1080_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PF1080_STAMPING: ARP 1964 1976
 PF1080_MARK LOGO: NGS   
 PF1080_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PF1080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF1080+STABILITY: SURFACE MOTION
 PF1080
 PF1080  HISTORY     - Date     Condition        Report By
 PF1080  HISTORY     - 1976     MONUMENTED       NGS
 PF1080  HISTORY     - 19830606 GOOD             NGS
 PF1080  HISTORY     - 19951005 MARK NOT FOUND   CHANCE
 PF1080
 PF1080                          STATION DESCRIPTION
 PF1080
 PF1080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 PF1080'THE STATION MARK WAS FOUND IN POOR CONDITION, AP STA A WAS
 PF1080'FOUND WITH THE DISK MISSING BUT THE STEM STILL IN PLACE
 PF1080'AND AP STA B WAS FOUND IN GOOD CONDITION. THE STATION MARK
 PF1080'WAS REPLACED, HOLDING THE SAME POINT, WITH STANDARD SURFACE
 PF1080'AND UNDERGROUND DISKS. STA A WAS NOT RECOVERED OR REPLACED AT
 PF1080'THIS TIME DUE TO HIGH SNOW AND DIFFERENCE IN ELEVATION.
 PF1080'REFERENCE MARKS 1 AND 2 WERE ESTABLISHED.
 PF1080'
 PF1080'THE STATION IS LOCATED AT THE AUBURN-LEWISTON MUNICIPAL
 PF1080'AIRPORT IN AN ISLAND FORMED BY RUNWAYS 4-22, 17-35 AND 13-31.
 PF1080'
 PF1080'STATION MARKS, STAMPED---ARP 1964 1976---, ARE STANDARD
 PF1080'DISKS. THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 PF1080'CYLINDRICAL
 PF1080'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.
 PF1080'IT IS 70 FEET SOUTHEAST OF THE EAST EDGE OF RUNWAY 4-22, 71.5
 PF1080'FEET EAST OF THE FIRST RUNWAY LIGHT NORTHEAST OF THE
 PF1080'INTERSECTION OF RUNWAYS 4-22 AND 13-31 AND 182.2 FEET NORTH-
 PF1080'NORTHWEST OF A WINDSOCK. THE UNDERGROUND DISK IS 48 INCHES
 PF1080'BELOW THE GROUND SURFACE AND IN AN IRREGULAR MASS OF
 PF1080'CONCRETE.  FOUR 24-INCH STEEL BARS WERE INSTALLED IN THE
 PF1080'STATION MARK.
 PF1080'
 PF1080'REFERENCE MARK 1, STAMPED---ARP 1964 NO 1 1976---, IS A
 PF1080'STANDARD DISK SET IN THE TOP OF A 12-INCH
 PF1080'CYLINDRICAL CONCRETE MONUMENT
 PF1080'THAT IS 1 INCH BELOW THE GROUND SURFACE. IT IS 106.0 FEET
 PF1080'EAST OF THE SECOND RUNWAY LIGHT AND 173.0 FEET NORTH OF THE
 PF1080'WINDSOCK.
 PF1080'
 PF1080'REFERENCE MARK 2, STAMPED---ARP 1964 NO 2 1976---, IS A
 PF1080'STANDARD DISK SET IN THE TOP OF A
 PF1080'12-INCH CYLINDRICAL CONCRETE MONUMENT
 PF1080'THAT IS 1 INCH BELOW THE GROUND SURFACE. IT IS 98.8 FEET
 PF1080'SOUTHEAST OF THE SECOND RUNWAY LIGHT AND 144.5 FEET
 PF1080'NORTH-NORTHWEST OF THE WINDSOCK.
 PF1080'
 PF1080'AP STA B STAMPED---AP 1964 STA B---IS A STANDARD
 PF1080'TOPOGRAPHIC DISK SET IN THE TOP OF A CONCRETE POST
 PF1080'WHICH IS FLUSH WITH THE GROUND SURFACE.
 PF1080'IT IS 69.6 FEET SOUTHEAST OF THE EASTERNMOST THRESHOLD
 PF1080'LIGHT, 129.8 FEET NORTHEAST OF THE FIRST RUNWAY EDGE LIGHT
 PF1080'AND 150.2 FEET SOUTHEAST OF THE CENTERLINE OF RUNWAY 4-22.
 PF1080'
 PF1080'TO REACH AP STA B FROM THE STATION GO NORTH ON RUNWAY
 PF1080'4-22 FOR 0.5 MILE TO THE NORTH END OF THE RUNWAY AND THE MARK
 PF1080'ON THE RIGHT.
 PF1080'
 PF1080'THE HEIGHT OF LIGHT ABOVE THE STATION WAS 1.5 METERS.
 PF1080'
 PF1080'DESCRIBED BY G. E. NELSON.
 PF1080
 PF1080                          STATION RECOVERY (1983)
 PF1080
 PF1080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PF1080'AT THE AUBURN-LEWISTON AIRPORT, 70 FT (21.3 M) SOUTHEAST OF THE EAST
 PF1080'EDGE OF RUNWAY 4-22, 71.5 FT (21.8 M) EAST OF THE FIRST RUNWAY LIGHT
 PF1080'NORTHEAST OF THE INTERSECTION OF RUNWAYS 4-22 AND 13-31(CLOSED), AND
 PF1080'182.2 FT (55.5 M) NORTH-NORTHWEST OF THE WINDSOCK.  THE STATION
 PF1080'MARKS-BOTH THE SURFACE AND UNDERGROUND-ARE STANDARD NGS DISKS STAMPED
 PF1080'ARP 1964 1976 AND ARE SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER
 PF1080'SET FLUSH WITH THE GROUND AND AN IRREGULAR MASS OF CONCRETE 48 INCHES
 PF1080'BELOW THE SURFACE RESPECTIVELY.
 PF1080
 PF1080                          STATION RECOVERY (1995)
 PF1080
 PF1080'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KB)
 PF1080'SURFACE MARK NOT FOUND.  EXTENSIVE GRADING WAS PERFORMED AT THE SITE
 PF1080'IN 1980 DURING THE RECONSTRUCTION OF THE RUNWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0007 ***********************************************************************
 RE0007  DESIGNATION -  ARP RM 1
 RE0007  PID         -  RE0007
 RE0007  STATE/COUNTY-  ME/AROOSTOOK
 RE0007  USGS QUAD   -  HOULTON SOUTH (1984)
 RE0007
 RE0007                         *CURRENT SURVEY CONTROL
 RE0007  ___________________________________________________________________
 RE0007* NAD 83(1986)-  46 07 25.     (N)    067 47 29.     (W)     SCALED    
 RE0007* NAVD 88     -       145.320  (meters)     476.77   (feet)  ADJUSTED  
 RE0007  ___________________________________________________________________
 RE0007  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 RE0007  DYNAMIC HT  -         145.328 (meters)     476.80  (feet)  COMP
 RE0007  MODELED GRAV-     980,666.5   (mgal)                       NAVD 88
 RE0007
 RE0007  VERT ORDER  -  SECOND    CLASS 0
 RE0007
 RE0007.This mark is at Houlton Airport (HUL)
 RE0007
 RE0007.The horizontal coordinates were scaled from a topographic map and have
 RE0007.an estimated accuracy of +/- 6 seconds.
 RE0007
 RE0007.The orthometric height was determined by differential leveling
 RE0007.and adjusted by the National Geodetic Survey in June 1991..
 RE0007
 RE0007.The geoid height was determined by GEOID03.
 RE0007
 RE0007.The dynamic height is computed by dividing the NAVD 88
 RE0007.geopotential number by the normal gravity value computed on the
 RE0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0007.degrees latitude (g = 980.6199 gals.).
 RE0007
 RE0007.The modeled gravity was interpolated from observed gravity values.
 RE0007
 RE0007;                    North         East    Units  Estimated Accuracy
 RE0007;SPC ME E     -   273,260.      354,760.      MT  (+/- 180 meters Scaled)
 RE0007
 RE0007                          SUPERSEDED SURVEY CONTROL
 RE0007
 RE0007  NGVD 29 (??/??/92)  145.508  (m)          477.39   (f) ADJ UNCH    2 0
 RE0007
 RE0007.Superseded values are not recommended for survey control.
 RE0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0007.See file dsdata.txt to determine how the superseded data were derived.
 RE0007
 RE0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM933084(NAD 83)
 RE0007_MARKER: DR = REFERENCE MARK DISK
 RE0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RE0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RE0007_STAMPING: ARP NO 1 1958
 RE0007_MAGNETIC: N = NO MAGNETIC MATERIAL
 RE0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RE0007+STABILITY: SURFACE MOTION
 RE0007
 RE0007  HISTORY     - Date     Condition        Report By
 RE0007  HISTORY     - 1958     MONUMENTED       CGS
 RE0007  HISTORY     - 1959     GOOD             NGS
 RE0007  HISTORY     - 19951014 GOOD             CHANCE
 RE0007
 RE0007                          STATION DESCRIPTION
 RE0007
 RE0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RE0007'AT HOULTON AIRPORT.
 RE0007'AT THE HOULTON INTERNATIONAL AIRPORT, ABOUT 0.3 MILE SOUTHWEST
 RE0007'OF THE ADMINISTRATION BUILDING, NEAR THE INTERSECTION OF RUNWAYS,
 RE0007'45.9 FEET NORTHEAST OF THE STATION, SET IN THE TOP OF A CONCRETE
 RE0007'POST FLUSH WITH THE GROUND.
 RE0007
 RE0007                          STATION RECOVERY (1995)
 RE0007
 RE0007'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KB)
 RE0007'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0009 ***********************************************************************
 RE0009  DESIGNATION -  ARP RM 2
 RE0009  PID         -  RE0009
 RE0009  STATE/COUNTY-  ME/AROOSTOOK
 RE0009  USGS QUAD   -  HOULTON SOUTH (1984)
 RE0009
 RE0009                         *CURRENT SURVEY CONTROL
 RE0009  ___________________________________________________________________
 RE0009* NAD 83(1986)-  46 07 25.     (N)    067 47 29.     (W)     SCALED    
 RE0009* NAVD 88     -       145.041  (meters)     475.86   (feet)  ADJUSTED  
 RE0009  ___________________________________________________________________
 RE0009  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 RE0009  DYNAMIC HT  -         145.048 (meters)     475.88  (feet)  COMP
 RE0009  MODELED GRAV-     980,666.5   (mgal)                       NAVD 88
 RE0009
 RE0009  VERT ORDER  -  SECOND    CLASS 0
 RE0009
 RE0009.This mark is at Houlton Airport (HUL)
 RE0009
 RE0009.The horizontal coordinates were scaled from a topographic map and have
 RE0009.an estimated accuracy of +/- 6 seconds.
 RE0009
 RE0009.The orthometric height was determined by differential leveling
 RE0009.and adjusted by the National Geodetic Survey in June 1991..
 RE0009
 RE0009.The geoid height was determined by GEOID03.
 RE0009
 RE0009.The dynamic height is computed by dividing the NAVD 88
 RE0009.geopotential number by the normal gravity value computed on the
 RE0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0009.degrees latitude (g = 980.6199 gals.).
 RE0009
 RE0009.The modeled gravity was interpolated from observed gravity values.
 RE0009
 RE0009;                    North         East    Units  Estimated Accuracy
 RE0009;SPC ME E     -   273,260.      354,760.      MT  (+/- 180 meters Scaled)
 RE0009
 RE0009                          SUPERSEDED SURVEY CONTROL
 RE0009
 RE0009  NGVD 29 (??/??/92)  145.229  (m)          476.47   (f) ADJ UNCH    2 0
 RE0009
 RE0009.Superseded values are not recommended for survey control.
 RE0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0009.See file dsdata.txt to determine how the superseded data were derived.
 RE0009
 RE0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM933084(NAD 83)
 RE0009_MARKER: DR = REFERENCE MARK DISK
 RE0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RE0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RE0009_STAMPING: ARP NO 2 1959
 RE0009_MAGNETIC: N = NO MAGNETIC MATERIAL
 RE0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RE0009+STABILITY: SURFACE MOTION
 RE0009
 RE0009  HISTORY     - Date     Condition        Report By
 RE0009  HISTORY     - 1959     MONUMENTED       CGS
 RE0009  HISTORY     - 19951014 GOOD             CHANCE
 RE0009
 RE0009                          STATION DESCRIPTION
 RE0009
 RE0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RE0009'AT HOULTON AIRPORT.
 RE0009'AT THE HOULTON INTERNATIONAL AIRPORT, ABOUT 0.3 MILE SOUTHWEST
 RE0009'OF THE ADMINISTRATION BUILDING, NEAR THE INTERSECTION OF RUNWAYS,
 RE0009'38.2 FEET SOUTHWEST OF THE STATION, SET IN THE TOP OF A CONCRETE
 RE0009'POST FLUSH WITH THE GROUND.
 RE0009
 RE0009                          STATION RECOVERY (1995)
 RE0009
 RE0009'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KB)
 RE0009'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0514 ***********************************************************************
 OB0514  DESIGNATION -  ARROWSEAG WETMORES HSE CHIM
 OB0514  PID         -  OB0514
 OB0514  STATE/COUNTY-  ME/SAGADAHOC
 OB0514  USGS QUAD   -  BATH (1980)
 OB0514
 OB0514                         *CURRENT SURVEY CONTROL
 OB0514  ___________________________________________________________________
 OB0514* NAD 83(1996)-  43 53 20.31172(N)    069 48 01.16817(W)     ADJUSTED  
 OB0514* NAVD 88     -                                                        
 OB0514  ___________________________________________________________________
 OB0514  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 OB0514  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 OB0514
 OB0514  HORZ ORDER  -  THIRD
 OB0514
 OB0514.The horizontal coordinates were established by classical geodetic methods
 OB0514.and adjusted by the National Geodetic Survey in March 1998..
 OB0514
 OB0514
 OB0514.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0514
 OB0514.The geoid height was determined by GEOID03.
 OB0514
 OB0514;                    North         East     Units Scale Factor Converg.
 OB0514;SPC ME W     -   117,342.940   929,436.674   MT  0.99997732   +0 15 14.3
 OB0514;UTM  19      - 4,859,852.980   435,715.080   MT  0.99965083   -0 33 17.5
 OB0514
 OB0514                          SUPERSEDED SURVEY CONTROL
 OB0514
 OB0514  NAD 83(1992)-  43 53 20.31058(N)    069 48 01.16651(W) AD(       ) 4
 OB0514  NAD 83(1986)-  43 53 20.31679(N)    069 48 01.17223(W) AD(       ) 4
 OB0514  NAD 27      -  43 53 20.06000(N)    069 48 03.02000(W) AD(       ) 3
 OB0514
 OB0514.Superseded values are not recommended for survey control.
 OB0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0514.See file dsdata.txt to determine how the superseded data were derived.
 OB0514
 OB0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3571559853(NAD 83)
 OB0514
 OB0514  HISTORY     - Date     Condition        Report By
 OB0514  HISTORY     - 1855     MONUMENTED       COASUR
 OB0514  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0514  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0514
 OB0514                          STATION DESCRIPTION
 OB0514
 OB0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0514'STATION IS LOST.
 OB0514
 OB0514                          STATION RECOVERY (1942)
 OB0514
 OB0514'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OB0514'NO ORIGINAL DESCRIPTION.  ONLY OLD FOUNDATIONS OF HOUSES WERE
 OB0514'FOUND ON THIS SITE AND IF THEY CANT BE VERIFIED BY THE AIR
 OB0514'COMPILATION OFFICE THE STATION SHOULD BE LISTED AS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2312 ***********************************************************************
 PE2312  DESIGNATION -  ASH ISLAND BEACON
 PE2312  PID         -  PE2312
 PE2312  STATE/COUNTY-  ME/KNOX
 PE2312  USGS QUAD   -  ROCKLAND (1979)
 PE2312
 PE2312                         *CURRENT SURVEY CONTROL
 PE2312  ___________________________________________________________________
 PE2312* NAD 83(1996)-  44 02 24.87304(N)    069 03 58.45871(W)     ADJUSTED  
 PE2312* NAVD 88     -                                                        
 PE2312  ___________________________________________________________________
 PE2312  LAPLACE CORR-           2.47  (seconds)                    DEFLEC99
 PE2312  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 PE2312
 PE2312  HORZ ORDER  -  THIRD
 PE2312
 PE2312.The horizontal coordinates were established by classical geodetic methods
 PE2312.and adjusted by the National Geodetic Survey in March 1998..
 PE2312
 PE2312
 PE2312.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2312
 PE2312.The geoid height was determined by GEOID03.
 PE2312
 PE2312;                    North         East     Units Scale Factor Converg.
 PE2312;SPC ME E     -    41,659.518   254,619.384   MT  0.99992532   -0 23 37.1
 PE2312;SPC ME W     -   134,673.477   988,198.724   MT  1.00006230   +0 45 54.1
 PE2312;UTM  19      - 4,876,344.636   494,692.975   MT  0.99960035   -0 02 45.8
 PE2312
 PE2312                          SUPERSEDED SURVEY CONTROL
 PE2312
 PE2312  NAD 83(1992)-  44 02 24.87811(N)    069 03 58.43818(W) AD(       ) 4
 PE2312  NAD 83(1986)-  44 02 24.88152(N)    069 03 58.44505(W) AD(       ) 4
 PE2312  NAD 27      -  44 02 24.59200(N)    069 04 00.28400(W) AD(       ) 3
 PE2312
 PE2312.Superseded values are not recommended for survey control.
 PE2312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2312.See file dsdata.txt to determine how the superseded data were derived.
 PE2312
 PE2312_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ9469376345(NAD 83)
 PE2312
 PE2312  HISTORY     - Date     Condition        Report By
 PE2312  HISTORY     - 1953     MONUMENTED       CGS
 PE2312  HISTORY     - 20011105 MARK NOT FOUND   USPSQD
 PE2312
 PE2312                          STATION DESCRIPTION
 PE2312
 PE2312'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (PT)
 PE2312'THE STATION IS A BLACK 3-PILE TRIPOD STRUCTURE, SLATTED AT THE
 PE2312'TOP, AND ABOUT 30 FT. HIGH.  IT IS LOCATED ON THE E SIDE OF ASH
 PE2312'ISLAND, IN MUSCLE RIDGE CHANNEL.
 PE2312
 PE2312                          STATION RECOVERY (2001)
 PE2312
 PE2312'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 PE2312'THERE IS NO LONGER A BEACON ON ASH ISLAND. THIS WAS CONFIRMED BY USCG,
 PE2312'ROCKLAND, ME. ON 11,5,2001
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1762 ***********************************************************************
 PE1762  DESIGNATION -  ASH RESET
 PE1762  PID         -  PE1762
 PE1762  STATE/COUNTY-  ME/HANCOCK
 PE1762  USGS QUAD   -  WINTER HARBOR (1985)
 PE1762
 PE1762                         *CURRENT SURVEY CONTROL
 PE1762  ___________________________________________________________________
 PE1762* NAD 83(1996)-  44 24 37.95299(N)    068 05 53.68135(W)     ADJUSTED  
 PE1762* NAVD 88     -        88.     (meters)     289.     (feet)  SCALED    
 PE1762  ___________________________________________________________________
 PE1762  LAPLACE CORR-           3.05  (seconds)                    DEFLEC99
 PE1762  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 PE1762
 PE1762  HORZ ORDER  -  SECOND
 PE1762
 PE1762.The horizontal coordinates were established by classical geodetic methods
 PE1762.and adjusted by the National Geodetic Survey in March 1998..
 PE1762
 PE1762.The orthometric height was scaled from a topographic map.
 PE1762
 PE1762.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1762
 PE1762.The geoid height was determined by GEOID03.
 PE1762
 PE1762;                    North         East     Units Scale Factor Converg.
 PE1762;SPC ME E     -    82,724.511   331,997.036   MT  0.99991259   +0 16 52.1
 PE1762;UTM  19      - 4,917,867.932   571,797.101   MT  0.99966339   +0 37 51.9
 PE1762
 PE1762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1762!SPC ME E     -   0.99998997  x   0.99991259  =   0.99990256
 PE1762!UTM  19      -   0.99998997  x   0.99966339  =   0.99965336
 PE1762
 PE1762|---------------------------------------------------------------------|
 PE1762| PID    Reference Object                     Distance      Geod. Az  |
 PE1762|                                                           dddmmss.s |
 PE1762| CE7744 ASH RM 1                              9.389 METERS 00158     |
 PE1762| PD1077 COREA CHURCH SPIRE                  APPROX. 9.7 KM 0954421.9 |
 PE1762| PE1770 WINTER HARBOR LH                    APPROX. 5.5 KM 1711444.1 |
 PE1762| PE1759 GRINDSTONE NECK STANDPIPE           APPROX. 3.2 KM 1753545.6 |
 PE1762| CE7745 ASH RM 2                              7.644 METERS 26841     |
 PE1762| PE1795 CRABTREE LEDGE LH                   APPROX.11.9 KM 3045528.4 |
 PE1762| PE1811 CALF RESET                          APPROX. 7.1 KM 3231724.9 |
 PE1762| PE1757 SOUTH GOULDSBORO CHURCH SPIRE       APPROX. 2.4 KM 3383126.1 |
 PE1762|---------------------------------------------------------------------|
 PE1762
 PE1762                          SUPERSEDED SURVEY CONTROL
 PE1762
 PE1762  NAD 83(1992)-  44 24 37.95065(N)    068 05 53.68779(W) AD(       ) 2
 PE1762  NAD 83(1986)-  44 24 37.94863(N)    068 05 53.69250(W) AD(       ) 2
 PE1762  NAD 27      -  44 24 37.66000(N)    068 05 55.67500(W) AD(       ) 2
 PE1762
 PE1762.Superseded values are not recommended for survey control.
 PE1762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1762.See file dsdata.txt to determine how the superseded data were derived.
 PE1762
 PE1762_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK7179717868(NAD 83)
 PE1762
 PE1762  HISTORY     - Date     Condition        Report By
 PE1762  HISTORY     - 1934     MONUMENTED       CGS
 PE1762  HISTORY     - 1902     SEE DESCRIPTION  CGS
 PE1762  HISTORY     - 1930     SEE DESCRIPTION  MEGS
 PE1762  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE1762  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE1762
 PE1762                          STATION DESCRIPTION
 PE1762
 PE1762'DESCRIBED BY COAST AND GEODETIC SURVEY 1902
 PE1762'ON THE SUMMIT OF A HILL ON THE EASTERN SIDE OF FRENCHMAN
 PE1762'BAY, ABOUT 1/2 MILE SE OF HAMMOND COVE AT THE HEAD OF STAVE
 PE1762'ISLAND HARBOR, AND ABOUT 1-1/2 MILES NW OF WINTER HARBOR.  THE
 PE1762'ROAD FROM WINTER HARBOR TO W GOLDSBORO PASSES ABOUT 1/4 MILE TO
 PE1762'THE WESTWARD OF THE STATION.
 PE1762'
 PE1762'THE LATTER IS A HOLE DRILLED IN A ROCK.
 PE1762
 PE1762                          STATION RECOVERY (1930)
 PE1762
 PE1762'RECOVERY NOTE BY MAINE GEODETIC SURVEY 1930
 PE1762'I WENT TO THIS STATION ON AUGUST 26, 1930 AND FOUND AN OLD AND
 PE1762'WEATHERED SIGNAL STRUCTURE OVER IT.  THE FOOT OF THE CENTER POST
 PE1762'WAS ROTTED, SO THAT THE DRILL HOLE COULD BE SEEN AND IT APPEARED
 PE1762'TO BE IN GOOD CONDITION.  THE HILL IS DENSELY WOODED, WITH
 PE1762'PRACTICALLY NO VIEW IN ANY DIRECTION.
 PE1762
 PE1762                          STATION RECOVERY (1934)
 PE1762
 PE1762'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1762'STATION WAS RECOVERED AS DESCRIBED.  IT IS ON A HILL 5-1/2
 PE1762'MILES ENE OF BAR HARBOR AND 1-1/2 MILES NW OF WINTER HARBOR.
 PE1762'
 PE1762'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 PE1762'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 PE1762'
 PE1762'THE STATION MARK IS 16 FEET N OF A 1-1/2 SHEER FACE OF THE
 PE1762'SOUTHERN END OF A 30-FOOT SQUARE LEDGE WHICH SLOPES SHARPLY
 PE1762'TO THE N.  IT IS 3 FEET N OF THE S SIDE OF ITS OWN LEDGE AND
 PE1762'0.4 FOOT S OF A WIDE CRACK IN THE LEDGE.
 PE1762'
 PE1762'REFERENCE MARK NO. 1 IS 30.80 FEET N OF THE STATION IN THE
 PE1762'30-FOOT SQUARE LEDGE.  IT IS 2.3 FEET NE OF THE N EDGE OF THE
 PE1762'ROUGH GUTTER THAT RUNS NW IN LEDGE AT ITS SUMMIT.
 PE1762'
 PE1762'REFERENCE MARK NO. 2 IS 25.08 FEET W OF THE STATION AND 3
 PE1762'FEET NW OF A STRAIGHT 2 1/2-FOOT EDGE IN ROCK WITH A 6-INCH
 PE1762'SHEER FACE.  IT IS 32 FEET SW OF THE SOUTHERN END OF THE 30-FOOT
 PE1762'SQUARE LEDGE.
 PE1762'
 PE1762'AT THE WESTERLY JUNCTION OF HIGHWAYS 1 AND 186, FOLLOW
 PE1762'HIGHWAY 186 S 5.4 MILES TO TELEPHONE POLE NO. 214 AND TAKE OLD
 PE1762'WAGON ROAD RIGHT ABOUT 1/4 MILE TO ABOUT 50 YARDS BEYOND
 PE1762'SUMMIT OF ROAD. FROM HERE CONTINUE IN A SOUTHERLY DIRECTION TO
 PE1762'SUMMIT OF HILL AND STATION.
 PE1762'
 PE1762'A 30-FOOT SIGNAL WAS USED.
 PE1762
 PE1762                          STATION RECOVERY (1944)
 PE1762
 PE1762'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1762'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION AS
 PE1762'DESCRIBED BY K.G.C. IN 1934.  DISTANCES TO REFERENCE MARKS
 PE1762'WERE CHECKED.  THE 30-FOOT SIGNAL STILL STANDS IN FAIR
 PE1762'CONDITION OVER THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1351 ***********************************************************************
 PE1351  DESIGNATION -  AT 17
 PE1351  PID         -  PE1351
 PE1351  STATE/COUNTY-  ME/KENNEBEC
 PE1351  USGS QUAD   -  AUGUSTA (1991)
 PE1351
 PE1351                         *CURRENT SURVEY CONTROL
 PE1351  ___________________________________________________________________
 PE1351* NAD 83(1986)-  44 21 07.     (N)    069 47 02.     (W)     SCALED    
 PE1351* NAVD 88     -        93.209  (meters)     305.80   (feet)  ADJUSTED  
 PE1351  ___________________________________________________________________
 PE1351  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 PE1351  DYNAMIC HT  -          93.200 (meters)     305.77  (feet)  COMP
 PE1351  MODELED GRAV-     980,526.4   (mgal)                       NAVD 88
 PE1351
 PE1351  VERT ORDER  -  SECOND    CLASS I
 PE1351
 PE1351.The horizontal coordinates were scaled from a topographic map and have
 PE1351.an estimated accuracy of +/- 6 seconds.
 PE1351
 PE1351.The orthometric height was determined by differential leveling
 PE1351.and adjusted by the National Geodetic Survey in June 1991..
 PE1351
 PE1351.The geoid height was determined by GEOID03.
 PE1351
 PE1351.The dynamic height is computed by dividing the NAVD 88
 PE1351.geopotential number by the normal gravity value computed on the
 PE1351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1351.degrees latitude (g = 980.6199 gals.).
 PE1351
 PE1351.The modeled gravity was interpolated from observed gravity values.
 PE1351
 PE1351;                    North         East    Units  Estimated Accuracy
 PE1351;SPC ME W     -   168,790.      930,520.      MT  (+/- 180 meters Scaled)
 PE1351
 PE1351                          SUPERSEDED SURVEY CONTROL
 PE1351
 PE1351  NGVD 29 (??/??/92)   93.421  (m)          306.50   (f) ADJ UNCH    2 1
 PE1351
 PE1351.Superseded values are not recommended for survey control.
 PE1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1351.See file dsdata.txt to determine how the superseded data were derived.
 PE1351
 PE1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK375112(NAD 83)
 PE1351_MARKER: DD = SURVEY DISK
 PE1351_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE1351_SP_SET: CURB
 PE1351_STAMPING: AT 17
 PE1351_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE1351
 PE1351  HISTORY     - Date     Condition        Report By
 PE1351  HISTORY     - 1975     MONUMENTED       LOCSUR
 PE1351  HISTORY     - 1975     GOOD             MEDT
 PE1351  HISTORY     - 1986     GOOD             USPSQD
 PE1351  HISTORY     - 20040730 MARK NOT FOUND   USPSQD
 PE1351
 PE1351                          STATION DESCRIPTION
 PE1351
 PE1351'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 PE1351'8 MI SW FROM SIDNEY.
 PE1351'IN NORTH AUGUSTA, ABOUT 8 MILES SOUTHWESTERLY ALONG I-95
 PE1351'SOUTHBOUND FROM THE LYONS ROAD OVERPASS CROSSING I-95 AT THE OLD
 PE1351'BELGRADE ROAD OVERPASS.  A JAMES W. SEWALL DISK SET FLUSH IN THE
 PE1351'CURB OF THE OLD BELGRADE ROAD OVERPASS 12.5 FEET NORTHEAST OF
 PE1351'AND 1 FOOT ABOVE THE CENTERLINE OF THE OLD BELGRADE ROAD AND
 PE1351'ABOUT 200 FEET SOUTHEAST OF THE CENTERLINE OF I-95 SOUTHBOUND.
 PE1351'ALSO, 20 FEET SOUTHEAST OF THE EXPANSION JOINT ABOVE THE SOUTHEAST
 PE1351'PIER AND 36.5 FEET NORTHWEST OF THE EXPANSION JOINT ABOVE THE
 PE1351'SOUTHEAST ABUTMENT.
 PE1351
 PE1351                          STATION RECOVERY (1986)
 PE1351
 PE1351'RECOVERY NOTE BY US POWER SQUADRON 1986 (GW)
 PE1351'RECOVERED IN GOOD CONDITION.
 PE1351
 PE1351                          STATION RECOVERY (2004)
 PE1351
 PE1351'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMW)
 PE1351'A NEW CONCRETE GUARD RAIL HAS BEEN INSTALLED OVER THE OLD AND NO
 PE1351'CURBING EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1362 ***********************************************************************
 PE1362  DESIGNATION -  AT 4
 PE1362  PID         -  PE1362
 PE1362  STATE/COUNTY-  ME/KENNEBEC
 PE1362  USGS QUAD   -  AUGUSTA (1991)
 PE1362
 PE1362                         *CURRENT SURVEY CONTROL
 PE1362  ___________________________________________________________________
 PE1362* NAD 83(1986)-  44 18 59.     (N)    069 48 42.     (W)     SCALED    
 PE1362* NAVD 88     -        72.923  (meters)     239.25   (feet)  ADJUSTED  
 PE1362  ___________________________________________________________________
 PE1362  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 PE1362  DYNAMIC HT  -          72.917 (meters)     239.23  (feet)  COMP
 PE1362  MODELED GRAV-     980,524.3   (mgal)                       NAVD 88
 PE1362
 PE1362  VERT ORDER  -  SECOND    CLASS I
 PE1362
 PE1362.The horizontal coordinates were scaled from a topographic map and have
 PE1362.an estimated accuracy of +/- 6 seconds.
 PE1362
 PE1362.The orthometric height was determined by differential leveling
 PE1362.and adjusted by the National Geodetic Survey in June 1991..
 PE1362
 PE1362.The geoid height was determined by GEOID03.
 PE1362
 PE1362.The dynamic height is computed by dividing the NAVD 88
 PE1362.geopotential number by the normal gravity value computed on the
 PE1362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1362.degrees latitude (g = 980.6199 gals.).
 PE1362
 PE1362.The modeled gravity was interpolated from observed gravity values.
 PE1362
 PE1362;                    North         East    Units  Estimated Accuracy
 PE1362;SPC ME W     -   164,830.      928,320.      MT  (+/- 180 meters Scaled)
 PE1362
 PE1362                          SUPERSEDED SURVEY CONTROL
 PE1362
 PE1362  NGVD 29 (??/??/92)   73.139  (m)          239.96   (f) ADJ UNCH    2 1
 PE1362
 PE1362.Superseded values are not recommended for survey control.
 PE1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1362.See file dsdata.txt to determine how the superseded data were derived.
 PE1362
 PE1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK352073(NAD 83)
 PE1362_MARKER: DD = SURVEY DISK
 PE1362_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE1362_SP_SET: WALL
 PE1362_STAMPING: AT 4
 PE1362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE1362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE1362+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 PE1362
 PE1362  HISTORY     - Date     Condition        Report By
 PE1362  HISTORY     - UNK      MONUMENTED       LOCSUR
 PE1362  HISTORY     - 1975     GOOD             MEDT
 PE1362  HISTORY     - 20060315 GOOD             USPSQD
 PE1362
 PE1362                          STATION DESCRIPTION
 PE1362
 PE1362'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 PE1362'2.6 MI SW FROM NORTH AUGUSTA.
 PE1362'ABOUT 2.55 MILES SOUTHWEST ALONG I-95 SOUTHBOUND FROM THE I-95
 PE1362'OVERPASS CROSSING STATE HIGHWAY 8, 11 AND 27 IN NORTH AUGUSTA,
 PE1362'TO THE STATE HIGHWAY 11, 17, 100 AND U.S. HIGHWAY 202 OVERPASS
 PE1362'CROSSING I-95 AT AUGUSTA.  A JWS DISK SET FLUSH ON THE LIP OF
 PE1362'THE SOUTHWEST CONCRETE END WALL OF THE OVERPASS, 11.2 FEET WEST
 PE1362'OF THE WEST END OF THE METAL GUARD RAIL ON THE SOUTHWEST SIDE
 PE1362'OF THE OVERPASS, 25 FEET SOUTHWEST OF THE EASTBOUND CENTERLINE OF
 PE1362'THE HIGHWAY AND 66 FEET SOUTHEASTERLY FROM THE INTERSECTION OF
 PE1362'WHITTEN ROAD AND WESTERN AVENUE EASTBOUND AND 1.5 FEET ABOVE
 PE1362'THE SURFACE OF THE BRIDGE SIDEWALK.
 PE1362
 PE1362                          STATION RECOVERY (2006)
 PE1362
 PE1362'RECOVERY NOTE BY US POWER SQUADRON 2006 (AMW)
 PE1362'THE STATE HIGHWAY OVERPASS OF RTS 11,17,100,AND 27 IS I-95 EXIT 109.
 PE1362'THE REST OF THE DESCRIPTION IS CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2091 ***********************************************************************
 OC2091  DESIGNATION -  ATLANTIC HOUSE CUPOLA
 OC2091  PID         -  OC2091
 OC2091  STATE/COUNTY-  ME/YORK
 OC2091  USGS QUAD   -  WELLS (1979)
 OC2091
 OC2091                         *CURRENT SURVEY CONTROL
 OC2091  ___________________________________________________________________
 OC2091* NAD 83(1996)-  43 17 36.45165(N)    070 34 04.52011(W)     ADJUSTED  
 OC2091* NAVD 88     -                                                        
 OC2091  ___________________________________________________________________
 OC2091  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 OC2091  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 OC2091
 OC2091  HORZ ORDER  -  THIRD
 OC2091
 OC2091.The horizontal coordinates were established by classical geodetic methods
 OC2091.and adjusted by the National Geodetic Survey in March 1998..
 OC2091
 OC2091
 OC2091.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2091
 OC2091.The geoid height was determined by GEOID03.
 OC2091
 OC2091;                    North         East     Units Scale Factor Converg.
 OC2091;SPC ME W     -    51,193.648   867,438.441   MT  0.99997970   -0 16 30.6
 OC2091;SPC NH       -    88,729.262   389,162.493   MT  1.00006442   +0 45 12.6
 OC2091;SPC NH       -   291,105.92  1,276,777.28   sFT  1.00006442   +0 45 12.6
 OC2091;UTM  19      - 4,794,597.275   372,810.149   MT  0.99979900   -1 04 31.2
 OC2091
 OC2091                          SUPERSEDED SURVEY CONTROL
 OC2091
 OC2091  NAD 83(1992)-  43 17 36.45044(N)    070 34 04.52119(W) AD(       ) 4
 OC2091  NAD 83(1986)-  43 17 36.45527(N)    070 34 04.52758(W) AD(       ) 4
 OC2091  NAD 27      -  43 17 36.15800(N)    070 34 06.35200(W) AD(       ) 3
 OC2091
 OC2091.Superseded values are not recommended for survey control.
 OC2091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2091.See file dsdata.txt to determine how the superseded data were derived.
 OC2091
 OC2091_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH7281094597(NAD 83)
 OC2091
 OC2091  HISTORY     - Date     Condition        Report By
 OC2091  HISTORY     - UNK      MONUMENTED
 OC2091  HISTORY     - 1928     SEE DESCRIPTION  CGS
 OC2091  HISTORY     - 20060326 MARK NOT FOUND   GEOCAC
 OC2091
 OC2091                          STATION DESCRIPTION
 OC2091
 OC2091'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (GCM)
 OC2091'STATION DESTROYED.
 OC2091
 OC2091                          STATION RECOVERY (2006)
 OC2091
 OC2091'RECOVERY NOTE BY GEOCACHING 2006 (JKS)
 OC2091'MARK NOT FOUND. AGREE WITH EARLIER REPORT THAT THE ATLANTIC HOUSE NO
 OC2091'LONGER EXISTS. SUBMITTED BY JOHN K. SNYDER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2155 ***********************************************************************
 PE2155  DESIGNATION -  ATT MICROWAVE 7 MI S OF BREWER
 PE2155  PID         -  PE2155
 PE2155  STATE/COUNTY-  ME/PENOBSCOT
 PE2155  USGS QUAD   -  HAMPDEN (1982)
 PE2155
 PE2155                         *CURRENT SURVEY CONTROL
 PE2155  ___________________________________________________________________
 PE2155* NAD 83(1996)-  44 40 50.60715(N)    068 45 21.27949(W)     ADJUSTED  
 PE2155* NAVD 88     -                                                        
 PE2155  ___________________________________________________________________
 PE2155  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 PE2155  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 PE2155
 PE2155  HORZ ORDER  -  THIRD
 PE2155
 PE2155.The horizontal coordinates were established by classical geodetic methods
 PE2155.and adjusted by the National Geodetic Survey in March 1998..
 PE2155
 PE2155
 PE2155.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2155
 PE2155.The geoid height was determined by GEOID03.
 PE2155
 PE2155;                    North         East     Units Scale Factor Converg.
 PE2155;SPC ME E     -   112,698.238   279,712.513   MT  0.99990506   -0 10 47.8
 PE2155;UTM  19      - 4,947,512.876   519,344.491   MT  0.99960460   +0 10 17.9
 PE2155
 PE2155                          SUPERSEDED SURVEY CONTROL
 PE2155
 PE2155  NAD 83(1992)-  44 40 50.60693(N)    068 45 21.27622(W) AD(       ) 4
 PE2155  NAD 83(1986)-  44 40 50.60439(N)    068 45 21.27693(W) AD(       ) 4
 PE2155  NAD 27      -  44 40 50.35500(N)    068 45 23.14100(W) AD(       ) 3
 PE2155
 PE2155.Superseded values are not recommended for survey control.
 PE2155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2155.See file dsdata.txt to determine how the superseded data were derived.
 PE2155
 PE2155_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1934447513(NAD 83)
 PE2155_MARKER: 45 = MICROWAVE TOWER
 PE2155
 PE2155  HISTORY     - Date     Condition        Report By
 PE2155  HISTORY     - 1958     FIRST OBSERVED   CGS
 PE2155  HISTORY     - 1985     GOOD             USPSQD
 PE2155
 PE2155                          STATION DESCRIPTION
 PE2155
 PE2155'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 PE2155'STATION IS LOCATED ABOUT 7 MILES SOUTH OF BREWER, 4-1/2 MILES
 PE2155'EAST-SOUTHEAST OF SOUTH ORRINGTON AND ON WHAT IS KNOWN AS KINGS
 PE2155'MOUNTAIN.  IT IS A 4 LEGGED STEEL STRUCTURE 280 FEET HIGH AND
 PE2155'PAINTED RED AND WHITE.
 PE2155'
 PE2155'THE POINT INTERSECTED WAS A RED LIGHT ON TOP OF TOWER.
 PE2155'
 PE2155'TO REACH FROM THE EAST END OF THE TOLL BRIDGE IN BREWER, GO
 PE2155'SOUTH ON STATE HIGHWAY 15 1.8 MILES TO POST OFFICE ON THE
 PE2155'RIGHT.  CONTINUE ON HIGHWAY 15 0.2 MILE TO A SIDE ROAD LEFT (PINE
 PE2155'TREE STORE IN THE ROAD FORK), TURN LEFT 0.25 MILE AND BEAR RIGHT
 PE2155'ON THE MAIN ROAD FOR 2.35 MILES TO CROSSROAD.  CONTINUE STRAIGHT
 PE2155'AHEAD 0.8 MILE TO A FORK, TAKE RIGHT FORK 1.4 MILES TO WHERE
 PE2155'MAIN ROAD TURNS LEFT.  TURN LEFT WITH MAIN ROAD 1.1 MILES TO
 PE2155'WHERE MAIN ROAD TURNS LEFT, TURN LEFT ON MAIN ROAD 1.2 MILES TO
 PE2155'THE STATION ON THE RIGHT AT THE END OF BLACK TOP ROAD.
 PE2155
 PE2155                          STATION RECOVERY (1985)
 PE2155
 PE2155'RECOVERY NOTE BY US POWER SQUADRON 1985 (ELG)
 PE2155'STATION FOUND GOOD.
 PE2155'
 PE2155'TOWER IS IN GOOD CONDITION.  IT IS IN USE AND IS WELL MAINTAINED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1133 ***********************************************************************
 OC1133  DESIGNATION -  AUBURN
 OC1133  PID         -  OC1133
 OC1133  STATE/COUNTY-  ME/CUMBERLAND
 OC1133  USGS QUAD   -  PORTLAND WEST (1978)
 OC1133
 OC1133                         *CURRENT SURVEY CONTROL
 OC1133  ___________________________________________________________________
 OC1133* NAD 83(1996)-  43 43 28.96925(N)    070 17 37.35257(W)     ADJUSTED  
 OC1133* NAVD 88     -        36.451  (meters)     119.59   (feet)  ADJUSTED  
 OC1133  ___________________________________________________________________
 OC1133  LAPLACE CORR-           3.38  (seconds)                    DEFLEC99
 OC1133  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 OC1133  DYNAMIC HT  -          36.446 (meters)     119.57  (feet)  COMP
 OC1133  MODELED GRAV-     980,492.5   (mgal)                       NAVD 88
 OC1133
 OC1133  HORZ ORDER  -  SECOND
 OC1133  VERT ORDER  -  SECOND    CLASS I
 OC1133
 OC1133.The horizontal coordinates were established by classical geodetic methods
 OC1133.and adjusted by the National Geodetic Survey in March 1998..
 OC1133
 OC1133.The orthometric height was determined by differential leveling
 OC1133.and adjusted by the National Geodetic Survey in June 1991..
 OC1133
 OC1133.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1133
 OC1133.The geoid height was determined by GEOID03.
 OC1133
 OC1133.The dynamic height is computed by dividing the NAVD 88
 OC1133.geopotential number by the normal gravity value computed on the
 OC1133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1133.degrees latitude (g = 980.6199 gals.).
 OC1133
 OC1133.The modeled gravity was interpolated from observed gravity values.
 OC1133
 OC1133;                    North         East     Units Scale Factor Converg.
 OC1133;SPC ME W     -    99,035.274   889,763.760   MT  0.99996795   -0 05 16.1
 OC1133;UTM  19      - 4,842,111.327   395,799.248   MT  0.99973355   -0 53 39.4
 OC1133
 OC1133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1133!SPC ME W     -   0.99999840  x   0.99996795  =   0.99996635
 OC1133!UTM  19      -   0.99999840  x   0.99973355  =   0.99973195
 OC1133
 OC1133|---------------------------------------------------------------------|
 OC1133| PID    Reference Object                     Distance      Geod. Az  |
 OC1133|                                                           dddmmss.s |
 OC1133| OC1131 AUBURN RM 1                          25.588 METERS 08540     |
 OC1133| OC1132 AUBURN RM 2                          38.437 METERS 12711     |
 OC1133| CE7706 WILLY                                              3265309.4 |
 OC1133|---------------------------------------------------------------------|
 OC1133
 OC1133                          SUPERSEDED SURVEY CONTROL
 OC1133
 OC1133  NAD 83(1992)-  43 43 28.96794(N)    070 17 37.35323(W) AD(       ) 2
 OC1133  NAD 83(1986)-  43 43 28.97391(N)    070 17 37.35865(W) AD(       ) 2
 OC1133  NAD 27      -  43 43 28.68692(N)    070 17 39.18046(W) AD(       ) 2
 OC1133  NGVD 29 (??/??/92)   36.659  (m)          120.27   (f) ADJ UNCH    2 1
 OC1133
 OC1133.Superseded values are not recommended for survey control.
 OC1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1133.See file dsdata.txt to determine how the superseded data were derived.
 OC1133
 OC1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9579942111(NAD 83)
 OC1133_MARKER: DD = SURVEY DISK
 OC1133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC1133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OC1133_STAMPING: AUBURN 1974
 OC1133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC1133+STABILITY: SURFACE MOTION
 OC1133
 OC1133  HISTORY     - Date     Condition        Report By
 OC1133  HISTORY     - 1975     MONUMENTED       MEDT
 OC1133  HISTORY     - 1975     GOOD             MEDT
 OC1133
 OC1133                          STATION DESCRIPTION
 OC1133
 OC1133'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975 (RCA)
 OC1133'THE STATION IS LOCATED IN THE TOWN OF FALMOUTH, JUST NORTH OF THE
 OC1133'PORTLAND/FALMOUTH TOWN LINE, ON THE SOUTH SIDE OF THE FALMOUTH
 OC1133'SPUR OF THE MAINE TURNPIKE.  IT IS 2-1/2 MILES WEST OF FALMOUTH,
 OC1133'4-3/4 MILES NORTHEAST OF WESTBROOK, AND 1/2 MILE SOUTH OF THE
 OC1133'PRESUMSCOT RIVER, ON LAND OWNED BY THE MAINE TURNPIKE AUTHORITY.
 OC1133'
 OC1133'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 26
 OC1133'AND 100, (AUBURN STREET AND WASHINGTON STREET INTERSECTION).  GO
 OC1133'NORTH ON STATE ROUTES 26 AND 100 (AUBURN STREET) FOR 1.65 MILES
 OC1133'TO THE PORTLAND/FALMOUTH TOWN LINE, CONTINUE NORTH ON STATE ROUTES
 OC1133'26 AND 100 FOR 200 FEET TO THE STATION ON THE RIGHT.
 OC1133'
 OC1133'THE STATION MARK IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 OC1133'DISK STAMPED AUBURN 1974, SET IN A 12-INCH CYLINDRICAL CONCRETE
 OC1133'POST, THAT IS FLUSH WITH THE GROUND.  IT IS 164.0 FEET SOUTHEAST
 OC1133'OF THE CENTERLINE OF STATE ROUTES 26 AND 100 (AUBURN STREET),
 OC1133'258.4 FEET NORTHEAST OF A WOODEN TOWN LINE POST,
 OC1133'(PORTLAND/FALMOUTH), AND 69.8 FEET NORTH OF A GRANITE TOWN LINE
 OC1133'POST.
 OC1133'
 OC1133'THE AZIMUTH MARK IS A MAINE STATE HIGHWAY COMMISSION DISK STAMPED
 OC1133'WILLY 2.18.70, SET IN THE SOUTHWEST CORNER OF THE LEIGHTON ROAD
 OC1133'BRIDGE OVER THE MAINE TURNPIKE, THE MARK IS SET FLUSH WITH THE
 OC1133'TOP OF THE ABUTMENT.  IT IS 64.0 FEET SOUTH OF POWER POLE NUMBER
 OC1133'8, 162 FEET EAST-NORTHEAST OF POWER POLE NUMBER 7, 17.6 FEET
 OC1133'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE LEIGHTON ROAD, AND 3.5
 OC1133'FEET ABOVE THE PAVEMENT.
 OC1133'
 OC1133'REFERENCE MARK 1 IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 OC1133'DISK STAMPED RM 1 1974 AUBURN, SET IN A BOULDER, BETWEEN 2 PINE
 OC1133'TREES, 10 FEET INTO THE WOODS FROM THE WOODS LINE.  IT IS 25.0
 OC1133'FEET SOUTHWEST OF A WOVEN WIRE FENCE, 3.5 FEET WEST OF A 24-INCH
 OC1133'PINE TREE, AND 2.6 FEET NORTHEAST OF A 14-INCH PINE TREE.
 OC1133'
 OC1133'REFERENCE MARK 2 IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 OC1133'DISK STAMPED RM 2 1974 AUBURN, SET IN A DRILL HOLE IN A
 OC1133'BOULDER.  IT IS 28.0 FEET WEST OF THE WOODS LINE, 94.0 FEET EAST
 OC1133'OF A 30-INCH PINE, AND 56.7 FEET SOUTH OF A GRANITE TOWN LINE
 OC1133'POST.
 OC1133'
 OC1133'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTH ON
 OC1133'STATE ROUTES 26 AND 100 (AUBURN STREET) FOR 0.80 MILE TO THE
 OC1133'LEIGHTON ROAD ON THE LEFT, TURN LEFT AND GO WEST ON THE LEIGHTON
 OC1133'ROAD 0.30 MILE TO THE FAR END OF A BRIDGE OVER THE MAINE TURNPIKE,
 OC1133'AND THE AZIMUTH ON THE LEFT.
 OC1133'
 OC1133'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 OC1133
 OC1133                          STATION RECOVERY (1975)
 OC1133
 OC1133'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 OC1133'2.35 MI W FROM FALMOUTH.
 OC1133'ABOUT 2.35 MILES WESTERLY ALONG THE FALMOUTH SPUR OF THE MAINE
 OC1133'TURNPIKE FROM THE FALMOUTH SPUR OVERPASS CROSSING I-295 TO THE STATE
 OC1133'ROUTE 26, 100 (AUBURN STREET) OVERPASS CROSSING THE FALMOUTH SPUR.  A
 OC1133'DISK SET FLUSH IN THE TOP OF A CONCRETE POST 164 FEET EASTERLY FROM
 OC1133'THE CENTERLINE OF AUBURN STREET, 170 FEET SOUTHERLY FROM THE
 OC1133'CENTERLINE OF THE EAST BOUND LANE OF THE FALMOUTH SPUR, 144.0 FEET
 OC1133'SOUTHEAST OF THE SOUTHEAST OVERPASS ABUTMENT, 69.8 FEET NORTH OF THE
 OC1133'GRANITE TOWN LINE (PORTLAND-FALMOUTH) MONUMENT, AND 258.4 FEET
 OC1133'NORTHEAST OF THE WOODEN TOWN LINE POST.  ALSO 8.6 FEET NORTH OF THE
 OC1133'RIGHT-OF-WAY FENCE AND ABOUT 12 FEET SOUTH FROM THE TOP OF SLOPE AND
 OC1133'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1069 ***********************************************************************
 PF1069  DESIGNATION -  AUBURN MUN STANDPIPE
 PF1069  PID         -  PF1069
 PF1069  STATE/COUNTY-  ME/ANDROSCOGGIN
 PF1069  USGS QUAD   -  LEWISTON (1979)
 PF1069
 PF1069                         *CURRENT SURVEY CONTROL
 PF1069  ___________________________________________________________________
 PF1069* NAD 83(1996)-  44 04 09.82996(N)    070 13 33.83631(W)     ADJUSTED  
 PF1069* NAVD 88     -                                                        
 PF1069  ___________________________________________________________________
 PF1069  LAPLACE CORR-           4.17  (seconds)                    DEFLEC99
 PF1069  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 PF1069
 PF1069  HORZ ORDER  -  THIRD
 PF1069
 PF1069.The horizontal coordinates were established by classical geodetic methods
 PF1069.and adjusted by the National Geodetic Survey in March 1998..
 PF1069
 PF1069
 PF1069.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1069
 PF1069.The geoid height was determined by GEOID03.
 PF1069
 PF1069;                    North         East     Units Scale Factor Converg.
 PF1069;SPC ME W     -   137,325.736   895,241.549   MT  0.99996695   -0 02 28.7
 PF1069;UTM  19      - 4,880,311.406   401,815.670   MT  0.99971856   -0 51 10.2
 PF1069
 PF1069                          SUPERSEDED SURVEY CONTROL
 PF1069
 PF1069  NAD 83(1992)-  44 04 09.82894(N)    070 13 33.83589(W) AD(       ) 4
 PF1069  NAD 83(1986)-  44 04 09.83484(N)    070 13 33.84020(W) AD(       ) 4
 PF1069  NAD 27      -  44 04 09.56981(N)    070 13 35.64880(W) AD(       ) 3
 PF1069
 PF1069.Superseded values are not recommended for survey control.
 PF1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1069.See file dsdata.txt to determine how the superseded data were derived.
 PF1069
 PF1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0181680311(NAD 83)
 PF1069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PF1069+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2004
 PF1069
 PF1069  HISTORY     - Date     Condition        Report By
 PF1069  HISTORY     - 1977     MONUMENTED       NGS
 PF1069  HISTORY     - 20030907 MARK NOT FOUND   USPSQD
 PF1069  HISTORY     - 20041116 GOOD             USPSQD
 PF1069  HISTORY     - 20060529 GOOD             GEOCAC
 PF1069
 PF1069                          STATION DESCRIPTION
 PF1069
 PF1069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (ALB)
 PF1069'THE STATION, AUBURN MUNICIPAL STANDPIPE, IS LOCATED ON IPSWICH
 PF1069'STREET IN AUBURN.  IT IS PAINTED BLUE-GREEN, 30 FEET IN
 PF1069'DIAMETER AND 79.5 FEET HIGH ON PROPERTY OWNED BY THE CITY.
 PF1069'THE POINT INTERSECTED WAS THE ROUND VENT AT THE TOP.
 PF1069'
 PF1069'DESCRIBED BY GREGORY S. NELSON.
 PF1069
 PF1069                          STATION RECOVERY (2003)
 PF1069
 PF1069'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 PF1069'STATION NOT FOUND. SEARCHED FOR AT LENGTH. ACCORDING TO THE LATITUDE
 PF1069'AND LONGITUDE THE STANDPIPE WAS SOUTHEAST OF THE AUBURN RADIO MAST
 PF1069'WWAV (PF1071) WHICH WAS FOUND. NO STANDPIPE COULD BE SEEN AND NEITHER
 PF1069'IPSWICH ST. NOR THE STANDPIPE COULD BE LOCATED.
 PF1069' 
 PF1069
 PF1069                          STATION RECOVERY (2004)
 PF1069
 PF1069'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMW)
 PF1069'FOLLOW RT. 136 MAIN ST. SOUTH TO WHERE 136 VEERS LEFT AND LEAVES MAIN
 PF1069'ST. CONTINUE STRAIGHT ON SOUTH MAIN ST. SEVERAL BLOCKS TO IPSWICH ST.
 PF1069'ON THE RIGHT.
 PF1069
 PF1069                          STATION RECOVERY (2006)
 PF1069
 PF1069'RECOVERY NOTE BY GEOCACHING 2006 (JKS)
 PF1069'RECOVERED AS DESCRIBED.
 PF1069' 
 PF1069'SUBMITTED BY JOHN K. SNYDER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1071 ***********************************************************************
 PF1071  DESIGNATION -  AUBURN RADIO STA WWAV MAST
 PF1071  PID         -  PF1071
 PF1071  STATE/COUNTY-  ME/ANDROSCOGGIN
 PF1071  USGS QUAD   -  LEWISTON (1979)
 PF1071
 PF1071                         *CURRENT SURVEY CONTROL
 PF1071  ___________________________________________________________________
 PF1071* NAD 83(1996)-  44 05 38.19034(N)    070 14 47.80225(W)     ADJUSTED  
 PF1071* NAVD 88     -                                                        
 PF1071  ___________________________________________________________________
 PF1071  LAPLACE CORR-           3.86  (seconds)                    DEFLEC99
 PF1071  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 PF1071
 PF1071  HORZ ORDER  -  THIRD
 PF1071
 PF1071.The horizontal coordinates were established by classical geodetic methods
 PF1071.and adjusted by the National Geodetic Survey in March 1998..
 PF1071
 PF1071
 PF1071.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1071
 PF1071.The geoid height was determined by GEOID03.
 PF1071
 PF1071;                    North         East     Units Scale Factor Converg.
 PF1071;SPC ME W     -   140,054.276   893,598.250   MT  0.99996717   -0 03 20.3
 PF1071;UTM  19      - 4,883,062.273   400,211.584   MT  0.99972247   -0 52 03.0
 PF1071
 PF1071                          SUPERSEDED SURVEY CONTROL
 PF1071
 PF1071  NAD 83(1992)-  44 05 38.18930(N)    070 14 47.80183(W) AD(       ) 4
 PF1071  NAD 83(1986)-  44 05 38.19537(N)    070 14 47.80606(W) AD(       ) 4
 PF1071  NAD 27      -  44 05 37.93065(N)    070 14 49.61196(W) AD(       ) 3
 PF1071
 PF1071.Superseded values are not recommended for survey control.
 PF1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1071.See file dsdata.txt to determine how the superseded data were derived.
 PF1071
 PF1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0021283062(NAD 83)
 PF1071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PF1071+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2004
 PF1071
 PF1071  HISTORY     - Date     Condition        Report By
 PF1071  HISTORY     - 1977     MONUMENTED       NGS
 PF1071  HISTORY     - 20030907 GOOD             USPSQD
 PF1071  HISTORY     - 20041116 GOOD             USPSQD
 PF1071  HISTORY     - 20060529 GOOD             GEOCAC
 PF1071
 PF1071                          STATION DESCRIPTION
 PF1071
 PF1071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (ALB)
 PF1071'THE STATION IS LOCATED NEAR THE AUBURN CITY RESERVOIR ON
 PF1071'MERRILL HILL.  THE MAST IS 200 FEET TALL AND PAINTED RED AND
 PF1071'WHITE.  THE POINT INTERSECTED WAS THE RED STROBE LIGHT AT
 PF1071'THE TOP.
 PF1071'
 PF1071'DESCRIBED BY GREGORY S. NELSON.
 PF1071
 PF1071                          STATION RECOVERY (2003)
 PF1071
 PF1071'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 PF1071'STATION LOCATED. RED AND WHITE RADIO MAST IS STILL STANDING AT SITE,
 PF1071'HOWEVER, STROBE LIGHT AT THE TOP IS NOT LIGHTED. ACCORDING TO LOCAL
 PF1071'RESIDENTS, RADIO STATION WWAV IS NO LONGER AN ACTIVE STATION IN THE
 PF1071'AUBURN AREA. SITE IS NORHTEAST OF THE AUBURN HIGH SCHOOL, SOUTH OF
 PF1071'PARK ST. AND WEST OF COURT ST. ON MERRILL HILL.
 PF1071
 PF1071                          STATION RECOVERY (2004)
 PF1071
 PF1071'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMW)
 PF1071'RECOVERED IN GOOD CONDITION.
 PF1071
 PF1071                          STATION RECOVERY (2006)
 PF1071
 PF1071'RECOVERY NOTE BY GEOCACHING 2006 (JKS)
 PF1071'RECOVERED AS DESCRIBED. SUBMITTED BY JOHN K. SNYDER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1131 ***********************************************************************
 OC1131  DESIGNATION -  AUBURN RM 1
 OC1131  PID         -  OC1131
 OC1131  STATE/COUNTY-  ME/CUMBERLAND
 OC1131  USGS QUAD   -  PORTLAND WEST (1978)
 OC1131
 OC1131                         *CURRENT SURVEY CONTROL
 OC1131  ___________________________________________________________________
 OC1131* NAD 83(1986)-  43 43 29.     (N)    070 17 40.     (W)     SCALED    
 OC1131* NAVD 88     -        37.279  (meters)     122.31   (feet)  ADJUSTED  
 OC1131  ___________________________________________________________________
 OC1131  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 OC1131  DYNAMIC HT  -          37.274 (meters)     122.29  (feet)  COMP
 OC1131  MODELED GRAV-     980,492.3   (mgal)                       NAVD 88
 OC1131
 OC1131  VERT ORDER  -  SECOND    CLASS I
 OC1131
 OC1131.The horizontal coordinates were scaled from a topographic map and have
 OC1131.an estimated accuracy of +/- 6 seconds.
 OC1131
 OC1131.The orthometric height was determined by differential leveling
 OC1131.and adjusted by the National Geodetic Survey in June 1991..
 OC1131
 OC1131.The geoid height was determined by GEOID03.
 OC1131
 OC1131.The dynamic height is computed by dividing the NAVD 88
 OC1131.geopotential number by the normal gravity value computed on the
 OC1131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1131.degrees latitude (g = 980.6199 gals.).
 OC1131
 OC1131.The modeled gravity was interpolated from observed gravity values.
 OC1131
 OC1131;                    North         East    Units  Estimated Accuracy
 OC1131;SPC ME W     -    99,040.      889,710.      MT  (+/- 180 meters Scaled)
 OC1131
 OC1131                          SUPERSEDED SURVEY CONTROL
 OC1131
 OC1131  NGVD 29 (??/??/92)   37.487  (m)          122.99   (f) ADJ UNCH    2 1
 OC1131
 OC1131.Superseded values are not recommended for survey control.
 OC1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1131.See file dsdata.txt to determine how the superseded data were derived.
 OC1131
 OC1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ957421(NAD 83)
 OC1131_MARKER: DD = SURVEY DISK
 OC1131_SETTING: 80 = SET IN A BOULDER
 OC1131_SP_SET: BOULDER
 OC1131_STAMPING: AUBURN RM-1 1974
 OC1131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC1131+STABILITY: SURFACE MOTION
 OC1131
 OC1131  HISTORY     - Date     Condition        Report By
 OC1131  HISTORY     - 1974     MONUMENTED       MEDT
 OC1131  HISTORY     - 1975     GOOD             MEDT
 OC1131
 OC1131                          STATION DESCRIPTION
 OC1131
 OC1131'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 OC1131'2.35 MI W FROM FALMOUTH.
 OC1131'ABOUT 2.35 MILES WESTERLY ALONG THE FALMOUTH SPUR OF THE MAINE
 OC1131'TURNPIKE FROM THE FALMOUTH SPUR OVERPASS CROSSING I-295 TO THE STATE
 OC1131'ROUTE 26, 100 (AUBURN STREET) OVERPASS CROSSING THE FALMOUTH SPUR.  A
 OC1131'DISK SET FLUSH IN A 2 FOOT X 4 FOOT BOULDER BETWEEN TWO PINE TREES 10
 OC1131'FEET INTO WOODS FROM THE WOODS LINE, 198 FEET SOUTHEASTERLY FROM THE
 OC1131'CENTERLINE OF THE FALMOUTH SPUR EASTBOUND, 83.95 FEET SOUTHEAST OF THE
 OC1131'STATION MARK, 84.25 FEET NORTHEAST OF RM-2, 25 FEET SOUTHEAST OF THE
 OC1131'RIGHT-OF-WAY FENCE, 61 FEET SOUTHWEST OF GRANITE TOWN LINE MONUMENT,
 OC1131'3.5 FEET WEST OF 24 INCH PINE AND 2.6 FEET NORTHEAST OF 14 INCH PINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1132 ***********************************************************************
 OC1132  DESIGNATION -  AUBURN RM 2
 OC1132  PID         -  OC1132
 OC1132  STATE/COUNTY-  ME/CUMBERLAND
 OC1132  USGS QUAD   -  PORTLAND WEST (1978)
 OC1132
 OC1132                         *CURRENT SURVEY CONTROL
 OC1132  ___________________________________________________________________
 OC1132* NAD 83(1986)-  43 43 29.     (N)    070 17 40.     (W)     SCALED    
 OC1132* NAVD 88     -        38.817  (meters)     127.35   (feet)  ADJUSTED  
 OC1132  ___________________________________________________________________
 OC1132  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 OC1132  DYNAMIC HT  -          38.812 (meters)     127.34  (feet)  COMP
 OC1132  MODELED GRAV-     980,492.3   (mgal)                       NAVD 88
 OC1132
 OC1132  VERT ORDER  -  SECOND    CLASS I
 OC1132
 OC1132.The horizontal coordinates were scaled from a topographic map and have
 OC1132.an estimated accuracy of +/- 6 seconds.
 OC1132
 OC1132.The orthometric height was determined by differential leveling
 OC1132.and adjusted by the National Geodetic Survey in June 1991..
 OC1132
 OC1132.The geoid height was determined by GEOID03.
 OC1132
 OC1132.The dynamic height is computed by dividing the NAVD 88
 OC1132.geopotential number by the normal gravity value computed on the
 OC1132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1132.degrees latitude (g = 980.6199 gals.).
 OC1132
 OC1132.The modeled gravity was interpolated from observed gravity values.
 OC1132
 OC1132;                    North         East    Units  Estimated Accuracy
 OC1132;SPC ME W     -    99,040.      889,710.      MT  (+/- 180 meters Scaled)
 OC1132
 OC1132                          SUPERSEDED SURVEY CONTROL
 OC1132
 OC1132  NGVD 29 (??/??/92)   39.025  (m)          128.03   (f) ADJ UNCH    2 1
 OC1132
 OC1132.Superseded values are not recommended for survey control.
 OC1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1132.See file dsdata.txt to determine how the superseded data were derived.
 OC1132
 OC1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ957421(NAD 83)
 OC1132_MARKER: DD = SURVEY DISK
 OC1132_SETTING: 80 = SET IN A BOULDER
 OC1132_SP_SET: BOULDER
 OC1132_STAMPING: AUBURN RM-2 1974
 OC1132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC1132+STABILITY: SURFACE MOTION
 OC1132
 OC1132  HISTORY     - Date     Condition        Report By
 OC1132  HISTORY     - 1974     MONUMENTED       MEDT
 OC1132  HISTORY     - 1975     GOOD             MEDT
 OC1132
 OC1132                          STATION DESCRIPTION
 OC1132
 OC1132'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 OC1132'2.35 MI W FROM FALMOUTH.
 OC1132'ABOUT 2.35 MILES WESTERLY ALONG THE FALMOUTH SPUR OF THE MAINE
 OC1132'TURNPIKE FROM THE FALMOUTH SPUR OVERPASS CROSSING I-295 TO THE STATE
 OC1132'ROUTE 26, 100 (AUBURN STREET) OVERPASS CROSSING THE FALMOUTH SPUR.  A
 OC1132'DISK SET FLUSH IN A 3 FOOT X 3 FOOT BOULDER 284 FEET SOUTHEAST OF THE
 OC1132'CENTERLINE OF THE FALMOUTH SPUR EASTBOUND, 104 FEET SOUTHEAST OF THE
 OC1132'RIGHT-OF-WAY FENCE, 28 FEET WEST OF THE WOODS LINE, 94 FEET NORTHEAST
 OC1132'OF A 30 INCH PINE, 56.7 FEET SOUTH OF A GRANITE TOWN LINE
 OC1132'(PORTLAND-FALMOUTH) MONUMENT AND 126.10 FEET SOUTHEAST OF THE STATION
 OC1132'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB2636 ***********************************************************************
 AB2636  SACS        -  This is a Secondary Airport Control Station.
 AB2636  DESIGNATION -  AUG A
 AB2636  PID         -  AB2636
 AB2636  STATE/COUNTY-  ME/KENNEBEC
 AB2636  USGS QUAD   -  AUGUSTA (1991)
 AB2636
 AB2636                         *CURRENT SURVEY CONTROL
 AB2636  ___________________________________________________________________
 AB2636* NAD 83(1996)-  44 19 33.36465(N)    069 48 04.53035(W)     ADJUSTED  
 AB2636* NAVD 88     -        96.83   (meters)     317.7    (feet)  GPS OBS   
 AB2636  ___________________________________________________________________
 AB2636  X           -   1,578,020.464 (meters)                     COMP
 AB2636  Y           -  -4,289,224.734 (meters)                     COMP
 AB2636  Z           -   4,434,121.327 (meters)                     COMP
 AB2636  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 AB2636  ELLIP HEIGHT-          70.90  (meters)          (01/07/02) GPS OBS
 AB2636  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 AB2636
 AB2636  HORZ ORDER  -  FIRST
 AB2636  ELLP ORDER  -  FIFTH     CLASS I
 AB2636
 AB2636.This mark is at Augusta Airport (AUG)
 AB2636
 AB2636.The horizontal coordinates were established by GPS observations
 AB2636.and adjusted by the National Geodetic Survey in July 1997..
 AB2636
 AB2636.The orthometric height was determined by GPS observations and a
 AB2636.high-resolution geoid model.
 AB2636
 AB2636.GPS derived orthometric heights for airport stations designated as
 AB2636.PACS or SACS are published to 2 decimal places.  This maintains
 AB2636.centimeter relative accuracy between the PACS and SACS.  It does
 AB2636.not indicate centimeter accuracy relative to other marks which are
 AB2636.part of the NAVD 88 network.
 AB2636
 AB2636.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2636
 AB2636.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2636
 AB2636.The ellipsoidal height was determined by GPS observations
 AB2636.and is referenced to NAD 83.
 AB2636
 AB2636.The geoid height was determined by GEOID03.
 AB2636
 AB2636;                    North         East     Units Scale Factor Converg.
 AB2636;SPC ME W     -   165,893.449   929,146.118   MT  0.99997711   +0 15 19.2
 AB2636;UTM  19      - 4,908,386.870   436,112.483   MT  0.99965020   -0 33 35.6
 AB2636
 AB2636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2636!SPC ME W     -   0.99998888  x   0.99997711  =   0.99996599
 AB2636!UTM  19      -   0.99998888  x   0.99965020  =   0.99963909
 AB2636
 AB2636:                Primary Azimuth Mark                     Grid Az
 AB2636:SPC ME W     -  AUG AP STA C                             148 52 13.4
 AB2636:UTM  19      -  AUG AP STA C                             149 41 08.2
 AB2636
 AB2636|---------------------------------------------------------------------|
 AB2636| PID    Reference Object                     Distance      Geod. Az  |
 AB2636|                                                           dddmmss.s |
 AB2636| AB2635 AUG AP STA C                        APPROX. 0.6 KM 1490732.6 |
 AB2636|---------------------------------------------------------------------|
 AB2636
 AB2636                          SUPERSEDED SURVEY CONTROL
 AB2636
 AB2636  ELLIP H (07/24/97)   70.92   (m)                       GP(       ) 1 1
 AB2636  NAD 83(1992)-  44 19 33.36464(N)    069 48 04.52954(W) AD(1995.00) 1
 AB2636  ELLIP H (04/19/96)   70.92   (m)                       GP(1995.00) 3 1
 AB2636
 AB2636.Superseded values are not recommended for survey control.
 AB2636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2636.See file dsdata.txt to determine how the superseded data were derived.
 AB2636
 AB2636_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK3611208387(NAD 83)
 AB2636_MARKER: DD = SURVEY DISK
 AB2636_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB2636_STAMPING: AUG A 1995
 AB2636_MARK LOGO: NOS   
 AB2636_PROJECTION: FLUSH
 AB2636_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2636+STABILITY: SURFACE MOTION
 AB2636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2636+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB2636_ROD/PIPE-DEPTH: 1.0  meters
 AB2636
 AB2636  HISTORY     - Date     Condition        Report By
 AB2636  HISTORY     - 1995     MONUMENTED       CHANCE
 AB2636  HISTORY     - 19960627 GOOD             NGS
 AB2636
 AB2636                          STATION DESCRIPTION
 AB2636
 AB2636'DESCRIBED BY JE CHANCE AND ASSOCIATES 1995 (CRL)
 AB2636'THE STATION IS LOCATED IN THE TOWN OF AUGUSTA AT THE AUGUSTA STATE
 AB2636'AIRPORT.  OWNERSHIP--STATE OF MAINE, CONTACT GEORGE HARRISON
 AB2636'207-287-3186 FOR ACCESS  TO REACH THE STATION FROM EXIT 30 ON I-95, GO
 AB2636'EAST 1.4 KM (0.85 MI) ON WESTERN AVE TO THE TERMINAL ENTRANCE ROAD ON
 AB2636'THE LEFT.  TURN LEFT AND GO NORTH 0.56 KM (0.35 MI) ON THE ENTRANCE
 AB2636'ROAD TO THE TERMINAL AND GATE.  GO THROUGH THE GATE AND CROSS THE
 AB2636'APRON TO DIAGONAL TAXIWAY B.  FOLLOW THE TAXIWAY WEST FOR 0.3 KM (0.20
 AB2636'MI) TO THE INTERSECTION WITH TAXIWAY C.  TURN RIGHT AND GO NORTHWEST
 AB2636'0.8 KM (0.50 MI) ALONG TAXIWAY C TO THE STATION ON THE RIGHT AT THE 90
 AB2636'DEGREE TURN IN THE TAXIWAY  THE STATION IS THE CENTER OF A 5 CM SURVEY
 AB2636'DISK SET INTO THE TOP OF A 1.0 M (3.3 FT) LONG FENO PIPE, RECESSED 9
 AB2636'CM BELOW GROUND LEVEL AND ENCASED IN A 12.7 CM DIA PVC PIPE WITH A
 AB2636'LOGO CAP SURROUNDED BY CONCRETE.  THE LOGO CAP AND CONCRETE ARE SET
 AB2636'FLUSH WITH THE GROUND. THREE CIRCULAR ANCHOR PRONGS EXTEND FROM THE
 AB2636'BOTTOM OF THE PIPE.  THE STATION IS LOCATED 85.4 M (280.2 FT)
 AB2636'EAST-NORTHEAST OF THE CENTERLINE OF RUNWAY 35-17, 11.96 M (39.24 FT)
 AB2636'NORTHWEST OF THE CORNER TAXIWAY LIGHT, 18.09 M (59.35 FT) NORTHEAST OF
 AB2636'THE FIRST TAXIWAY LIGHT WEST OF THE CORNER, 1.93 M (6.33 FT) SOUTHEAST
 AB2636'OF THE NORTH EDGE OF THE TOP OF SLOPE AND 5.80 M (19.03 FT) SOUTHWEST
 AB2636'OF EAST EDGE OF THE TOP OF SLOPE  THE STATION IS DESIGNATED AS A
 AB2636'SECONDARY AIRPORT CONTROL STATION (SACS) - MAINE ANA SURVEYS 1995.
 AB2636
 AB2636                          STATION RECOVERY (1996)
 AB2636
 AB2636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996
 AB2636'THE STATION IS LOCATED IN THE TOWN OF AUGUSTA AT THE AUGUSTA STATE
 AB2636'AIRPORT.  OWNERSHIP--STATE OF MAINE, CONTACT GEORGE HARRISON
 AB2636'207-287-3186 FOR ACCESS TO REACH THE STATION FROM EXIT 30 ON I-95, GO
 AB2636'EAST 1.4 KM (0.85 MI) ON WESTERN AVE TO THE TERMINAL ENTRANCE ROAD ON
 AB2636'THE LEFT.  TURN LEFT AND GO NORTH 0.56 KM (0.35 MI) ON THE ENTRANCE
 AB2636'ROAD TO THE TERMINAL AND GATE.  GO THROUGH THE GATE AND CROSS THE
 AB2636'APRON TO DIAGONAL TAXIWAY B.  FOLLOW THE TAXIWAY WEST FOR 0.3 KM (0.20
 AB2636'MI) TO THE INTERSECTION WITH TAXIWAY C.  TURN RIGHT AND GO NORTHWEST
 AB2636'0.8 KM (0.50 MI) ALONG TAXIWAY C TO THE STATION ON THE RIGHT AT THE 90
 AB2636'DEGREE TURN IN THE TAXIWAY THE STATION IS THE CENTER OF A 5 CM SURVEY
 AB2636'DISK SET INTO THE TOP OF A 1.0 M (3.3 FT) LONG FENO PIPE, RECESSED 9
 AB2636'CM BELOW GROUND LEVEL AND ENCASED IN A 12.7 CM DIA PVC PIPE WITH A
 AB2636'LOGO CAP SURROUNDED BY CONCRETE.  THE LOGO CAP AND CONCRETE ARE SET
 AB2636'FLUSH WITH THE GROUND.  THREE CIRCULAR ANCHOR PRONGS EXTEND FROM THE
 AB2636'BOTTOM OF THE PIPE.  THE STATION IS LOCATED 85.4 M (280.2 FT)
 AB2636'EAST-NORTHEAST OF THE CENTERLINE OF RUNWAY 35-17, 11.96 M (39.24 FT)
 AB2636'NORTHWEST OF THE CORNER TAXIWAY LIGHT, 18.09 M (59.35 FT) NORTHEAST OF
 AB2636'THE FIRST TAXIWAY LIGHT WEST OF THE CORNER, 1.93 M (6.33 FT) SOUTHEAST
 AB2636'OF THE NORTH EDGE OF THE TOP OF SLOPE AND 5.80 M (19.03 FT) SOUTHWEST
 AB2636'OF EAST EDGE OF THE TOP OF SLOPE THE STATION IS DESIGNATED AS A
 AB2636'SECONDARY AIRPORT CONTROL STATION (SACS) - MAINE ANA SURVEYS 1995.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1148 ***********************************************************************
 PE1148  SACS        -  This is a Secondary Airport Control Station.
 PE1148  DESIGNATION -  AUG AP STA B
 PE1148  PID         -  PE1148
 PE1148  STATE/COUNTY-  ME/KENNEBEC
 PE1148  USGS QUAD   -  AUGUSTA (1991)
 PE1148
 PE1148                         *CURRENT SURVEY CONTROL
 PE1148  ___________________________________________________________________
 PE1148* NAD 83(1996)-  44 18 53.59408(N)    069 47 43.06986(W)     ADJUSTED  
 PE1148* NAVD 88     -       104.310  (meters)     342.22   (feet)  ADJUSTED  
 PE1148  ___________________________________________________________________
 PE1148  X           -   1,578,764.791 (meters)                     COMP
 PE1148  Y           -  -4,289,870.455 (meters)                     COMP
 PE1148  Z           -   4,433,248.293 (meters)                     COMP
 PE1148  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 PE1148  ELLIP HEIGHT-          78.39  (meters)          (01/07/02) GPS OBS
 PE1148  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 PE1148  DYNAMIC HT  -         104.300 (meters)     342.19  (feet)  COMP
 PE1148  MODELED GRAV-     980,521.6   (mgal)                       NAVD 88
 PE1148
 PE1148  HORZ ORDER  -  FIRST
 PE1148  VERT ORDER  -  SECOND    CLASS I
 PE1148  ELLP ORDER  -  FIFTH     CLASS I
 PE1148
 PE1148.This mark is at Augusta Airport (AUG)
 PE1148
 PE1148.The horizontal coordinates were established by GPS observations
 PE1148.and adjusted by the National Geodetic Survey in July 1997..
 PE1148
 PE1148.The orthometric height was determined by differential leveling
 PE1148.and adjusted by the National Geodetic Survey in June 1991..
 PE1148
 PE1148.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PE1148
 PE1148.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1148
 PE1148.The ellipsoidal height was determined by GPS observations
 PE1148.and is referenced to NAD 83.
 PE1148
 PE1148.The geoid height was determined by GEOID03.
 PE1148
 PE1148.The dynamic height is computed by dividing the NAVD 88
 PE1148.geopotential number by the normal gravity value computed on the
 PE1148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1148.degrees latitude (g = 980.6199 gals.).
 PE1148
 PE1148.The modeled gravity was interpolated from observed gravity values.
 PE1148
 PE1148;                    North         East     Units Scale Factor Converg.
 PE1148;SPC ME W     -   164,668.057   929,627.165   MT  0.99997746   +0 15 34.0
 PE1148;UTM  19      - 4,907,155.162   436,575.897   MT  0.99964947   -0 33 20.2
 PE1148
 PE1148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1148!SPC ME W     -   0.99998771  x   0.99997746  =   0.99996517
 PE1148!UTM  19      -   0.99998771  x   0.99964947  =   0.99963718
 PE1148
 PE1148:                Primary Azimuth Mark                     Grid Az
 PE1148:SPC ME W     -  AUG AP STA C                             345 50 15.4
 PE1148:UTM  19      -  AUG AP STA C                             346 39 09.6
 PE1148
 PE1148|---------------------------------------------------------------------|
 PE1148| PID    Reference Object                     Distance      Geod. Az  |
 PE1148|                                                           dddmmss.s |
 PE1148| AB2635 AUG AP STA C                        APPROX. 0.8 KM 3460549.4 |
 PE1148|---------------------------------------------------------------------|
 PE1148
 PE1148                          SUPERSEDED SURVEY CONTROL
 PE1148
 PE1148  ELLIP H (07/24/97)   78.41   (m)                       GP(       ) 1 1
 PE1148  NAD 83(1992)-  44 18 53.59407(N)    069 47 43.06905(W) AD(1995.00) 1
 PE1148  ELLIP H (04/19/96)   78.41   (m)                       GP(1995.00) 3 1
 PE1148  NAVD 88 (04/19/96)  104.31   (m)          342.2    (f) LEVELING    3  
 PE1148  NGVD 29 (??/??/92)  104.530  (m)          342.95   (f) ADJ UNCH    2 1
 PE1148
 PE1148.Superseded values are not recommended for survey control.
 PE1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1148.See file dsdata.txt to determine how the superseded data were derived.
 PE1148
 PE1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK3657607155(NAD 83)
 PE1148_MARKER: DT = TOPOGRAPHIC STATION DISK
 PE1148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1148_STAMPING: AP 1964 STA B
 PE1148_MARK LOGO: CGS   
 PE1148_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE1148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1148+STABILITY: SURFACE MOTION
 PE1148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE1148+SATELLITE: SATELLITE OBSERVATIONS - October 05, 1995
 PE1148
 PE1148  HISTORY     - Date     Condition        Report By
 PE1148  HISTORY     - 1964     MONUMENTED       CGS
 PE1148  HISTORY     - 1974     GOOD             NGS
 PE1148  HISTORY     - 19830615 GOOD             CGS
 PE1148  HISTORY     - 19951005 GOOD             CHANCE
 PE1148  HISTORY     - 19960627 GOOD             NGS
 PE1148
 PE1148                          STATION DESCRIPTION
 PE1148
 PE1148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 PE1148'AT AUGUSTA STATE AIRPORT.
 PE1148'STATION IS LOCATED AT SW EDGE OF RUNWAY 17 ABOUT 1200 FT. SW OF
 PE1148'THE AIRPORT ADMIN. BLDG., ABOUT 400 FT. W OF THE ROAD LEADING
 PE1148'TO THE HIGHWAY, AND ABOUT 300 FT. SE OF A 3-DOOR BUNKER.  IT IS
 PE1148'75.37 FT. SW OF AP 1957 STA B, 72.35 FT. NW OF THE WEST-MOST
 PE1148'RUNWAY THRESHOLD LIGHT, 157.35 FT. SW OF THE LAST RUNWAY LIGHT
 PE1148'(RUNWAY 35), 150.21 FT. SW OF THE RUNWAY END AND CENTERLINE,
 PE1148'ABOUT 5 FT. FROM THE EDGE OF THE BANK, ABOUT 28 FT. FROM A DRAIN,
 PE1148'AND IT IS ON LINE WITH THE RUNWAY END.  THE STATION IS A STANDARD
 PE1148'C AND GS TOPOGRAPHIC DISK SET IN A CONCRETE POST WHICH IS FLUSH
 PE1148'WITH THE GROUND AND STAMPED AP 1964 STA B.
 PE1148
 PE1148                          STATION RECOVERY (1983)
 PE1148
 PE1148'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1983
 PE1148'THE STATION IS LOCATED SOUTHWEST FROM RUNWAY END 35 ABOUT 300 FT (91.4
 PE1148'M) SOUTHEAST FROM A 3-DOOR BUNKER.  IT IS LOCATED 66.2 FT (20.2 M)
 PE1148'NORTHWEST OF THE WEST-MOST RUNWAY THRESHOLD LIGHT, 151.02 FT (46.03 M)
 PE1148'SOUTHWEST FROM THE RUNWAY END 153.3 FEET (46.7 M) SOUTH FROM THE
 PE1148'WEST-MOST REIL LIGHT, ABOUT 28 FT (8.5 M) WEST FROM A DRAIN, AND ABOUT
 PE1148'5 FT (1.5 M) WEST FROM THE TOP OF THE BANK.  THE STATION IS A STANDARD
 PE1148'CGS TOPOGRAPHIC DISK SET IN A CONCRETE POST 1 FOOT (0.3 M) BELOW
 PE1148'GROUND LEVEL SURROUNDED BY A CORRUGATED STEEL PIPE PROJECTING 5
 PE1148'INCHES.
 PE1148
 PE1148                          STATION RECOVERY (1995)
 PE1148
 PE1148'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (CRL)
 PE1148'THE STATION IS LOCATED IN THE TOWN OF AUGUSTA AT THE AUGUSTA STATE
 PE1148'AIRPORT.  OWNERSHIP--STATE OF MAINE, CONTACT GEORGE HARRISON
 PE1148'207-287-3186 FOR ACCESS  TO REACH THE STATION FROM EXIT 30 ON I-95, GO
 PE1148'EAST 1.4 KM (0.85 MI) ON WESTERN AVE TO THE TERMINAL ENTRANCE ROAD ON
 PE1148'THE LEFT.  TURN LEFT AND GO NORTH 0.56 KM (0.35 MI) ON THE ENTRANCE
 PE1148'ROAD TO THE TERMINAL AND GATE.  PROCEED THROUGH THE GATE AND GO WEST
 PE1148'AND SOUTH ACROSS APRON AND TAXIWAY FOR 0.3 KM (0.20 MI) TO THE END OF
 PE1148'RUNWAY 17-35 AND THE STATION.  THE STATION IS A STANDARD DISK STAMPED
 PE1148'AP 1964 STA B SET IN THE TOP OF A CONCRETE MONUMENT THAT IS RECESSED
 PE1148'30 CM BELOW GROUND LEVEL.  THE STATION IS LOCATED APPROXIMATELY 90 M
 PE1148'(295.3 FT) SOUTHEAST OF A THREE DOOR BUNKER, 22.05 M (72.34 FT) WEST
 PE1148'OF THE NORTHWESTERNMOST THRESHOLD LIGHT, 47.96 M (157.35 FT) SOUTHWEST
 PE1148'OF THE LAST RUNWAY LIGHT, AND 45.78 M (150.20 FT) SOUTHWEST OF THE
 PE1148'CENTERLINE END OF RUNWAY 17-35  THE STATION IS DESIGNATED AS A
 PE1148'SECONDARY AIRPORT CONTROL STATION (SACS) - MAINE ANA SURVEYS 1995.
 PE1148
 PE1148                          STATION RECOVERY (1996)
 PE1148
 PE1148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996
 PE1148'AT AUGUSTA STATE AIRPORT.  STATION IS LOCATED AT SW EDGE OF RUNWAY 17
 PE1148'ABOUT 1200 FT.  (365.8 M) SW OF THE AIRPORT ADMIN.  BLDG., ABOUT 400
 PE1148'FT.  (121.9 M) W OF THE ROAD LEADING TO THE HIGHWAY, AND ABOUT 300 FT.
 PE1148'(91.4 M) SE OF A 3-DOOR BUNKER.  IT IS 75.37 FT.  (22.97 M) SW OF AP
 PE1148'1957 STA B, 72.35 FT.  (22.05 M) NW OF THE WEST-MOST RUNWAY THRESHOLD
 PE1148'LIGHT, 157.35 FT.  (47.96 M) SW OF THE LAST RUNWAY LIGHT (RUNWAY 35) ,
 PE1148'150.21 FT.  (45.78 M) SW OF THE RUNWAY END AND CENTERLINE, ABOUT 5 FT.
 PE1148'(1.5 M) FROM THE EDGE OF THE BANK, ABOUT 28 FT.  (8.5 M) FROM A DRAIN,
 PE1148'AND IT IS ON LINE WITH THE RUNWAY END. THE STATION IS A STANDARD C AND
 PE1148'GS TOPOGRAPHIC DISK SET IN A CONCRETE POST WHICH IS FLUSH WITH THE
 PE1148'GROUND AND STAMPED AP 1964 STA B.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB2635 ***********************************************************************
 AB2635  PACS        -  This is a Primary Airport Control Station.
 AB2635  DESIGNATION -  AUG AP STA C
 AB2635  PID         -  AB2635
 AB2635  STATE/COUNTY-  ME/KENNEBEC
 AB2635  USGS QUAD   -  AUGUSTA (1991)
 AB2635
 AB2635                         *CURRENT SURVEY CONTROL
 AB2635  ___________________________________________________________________
 AB2635* NAD 83(1996)-  44 19 17.48857(N)    069 47 51.30865(W)     ADJUSTED  
 AB2635* NAVD 88     -       107.89   (meters)     354.0    (feet)  GPS OBS   
 AB2635  ___________________________________________________________________
 AB2635  X           -   1,578,416.377 (meters)                     COMP
 AB2635  Y           -  -4,289,452.331 (meters)                     COMP
 AB2635  Z           -   4,433,778.477 (meters)                     COMP
 AB2635  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 AB2635  ELLIP HEIGHT-          81.96  (meters)          (01/07/02) GPS OBS
 AB2635  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 AB2635
 AB2635  HORZ ORDER  -  B
 AB2635  ELLP ORDER  -  FIFTH     CLASS I
 AB2635
 AB2635.This mark is at Augusta Airport (AUG)
 AB2635
 AB2635.The horizontal coordinates were established by GPS observations
 AB2635.and adjusted by the National Geodetic Survey in July 1997..
 AB2635
 AB2635.The orthometric height was determined by GPS observations and a
 AB2635.high-resolution geoid model.
 AB2635
 AB2635.GPS derived orthometric heights for airport stations designated as
 AB2635.PACS or SACS are published to 2 decimal places.  This maintains
 AB2635.centimeter relative accuracy between the PACS and SACS.  It does
 AB2635.not indicate centimeter accuracy relative to other marks which are
 AB2635.part of the NAVD 88 network.
 AB2635
 AB2635.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2635
 AB2635.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2635
 AB2635.The ellipsoidal height was determined by GPS observations
 AB2635.and is referenced to NAD 83.
 AB2635
 AB2635.The geoid height was determined by GEOID03.
 AB2635
 AB2635;                    North         East     Units Scale Factor Converg.
 AB2635;SPC ME W     -   165,404.742   929,441.270   MT  0.99997732   +0 15 28.3
 AB2635;UTM  19      - 4,907,894.174   436,400.557   MT  0.99964974   -0 33 26.2
 AB2635
 AB2635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2635!SPC ME W     -   0.99998715  x   0.99997732  =   0.99996447
 AB2635!UTM  19      -   0.99998715  x   0.99964974  =   0.99963689
 AB2635
 AB2635:                Primary Azimuth Mark                     Grid Az
 AB2635:SPC ME W     -  AUG AP STA B                             165 50 15.3
 AB2635:UTM  19      -  AUG AP STA B                             166 39 09.8
 AB2635
 AB2635|---------------------------------------------------------------------|
 AB2635| PID    Reference Object                     Distance      Geod. Az  |
 AB2635|                                                           dddmmss.s |
 AB2635| PE1148 AUG AP STA B                        APPROX. 0.8 KM 1660543.6 |
 AB2635| AB2636 AUG A                               APPROX. 0.6 KM 3290741.9 |
 AB2635|---------------------------------------------------------------------|
 AB2635
 AB2635                          SUPERSEDED SURVEY CONTROL
 AB2635
 AB2635  ELLIP H (07/24/97)   81.98   (m)                       GP(       ) 1 1
 AB2635  NAD 83(1992)-  44 19 17.48856(N)    069 47 51.30784(W) AD(1995.00) B
 AB2635  ELLIP H (04/19/96)   81.98   (m)                       GP(1995.00) 3 1
 AB2635
 AB2635.Superseded values are not recommended for survey control.
 AB2635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2635.See file dsdata.txt to determine how the superseded data were derived.
 AB2635
 AB2635_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK3640107894(NAD 83)
 AB2635_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB2635_SETTING: 66 = SET IN ROCK OUTCROP
 AB2635_STAMPING: AP STA C 1987
 AB2635_MARK LOGO: NGS   
 AB2635_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2635_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB2635+STABILITY: POSITION/ELEVATION WELL
 AB2635_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2635+SATELLITE: SATELLITE OBSERVATIONS - October 25, 1995
 AB2635
 AB2635  HISTORY     - Date     Condition        Report By
 AB2635  HISTORY     - 1987     MONUMENTED       NGS
 AB2635  HISTORY     - 19950627 GOOD             CHANCE
 AB2635  HISTORY     - 19951010 GOOD             CHANCE
 AB2635  HISTORY     - 19951025 GOOD             NGS
 AB2635
 AB2635                          STATION DESCRIPTION
 AB2635
 AB2635'DESCRIBED BY JE CHANCE AND ASSOCIATES 1995
 AB2635'THE STATION IS LOCATED IN THE TOWN OF AUGUSTA AT THE AUGUSTA STATE
 AB2635'AIRPORT.  OWNERSHIP--STATE OF MAINE, CONTACT GEORGE HARRISON
 AB2635'207-287-3186 FOR ACCESS TO REACH THE STATION FROM EXIT 30 ON I-95, GO
 AB2635'EAST 1.4 KM (0.85 MI) ON WESTERN AVE TO THE TERMINAL ENTRANCE ROAD ON
 AB2635'THE LEFT.  TURN LEFT AND GO NORTH 0.56 KM (0.35 MI) ON THE ENTRANCE
 AB2635'ROAD TO THE TERMINAL AND GATE.  GO THROUGH THE GATE AND CROSS THE
 AB2635'APRON TO DIAGONAL TAXIWAY B.  FOLLOW THE TAXIWAY WEST FOR 0.3 KM (0.20
 AB2635'MI) TO THE INTERSECTION WITH TAXIWAY C.  TURN RIGHT AND GO NORTHWEST
 AB2635'0.3 KM (0.20 MI) ALONG TAXIWAY C TO THE STATION ON THE RIGHT JUST
 AB2635'NORTH OF THE AIRPORT VOR SITE THE STATION IS A BRASS SURVEY DISK
 AB2635'STAMPED AP STA C 1987 SET IN A ROCK OUTCROP.  THE STATION IS LOCATED
 AB2635'48.82 M (160.17 FT) EAST OF THE CENTERLINE OF TAXIWAY, 44.06 M (144.55
 AB2635'FT) NORTHEAST OF A TAXIWAY LIGHT, 57.54 M (188.78 FT) EAST-SOUTHEAST
 AB2635'OF A TAXIWAY LIGHT AND APPROXIMATELY 110 M (360.9 FT) NORTH OF AN
 AB2635'ACCESS ROAD TO A SERVICE BUILDING THE STATION IS DESIGNATED AS A
 AB2635'PRIMARY AIRPORT CONTROL STATION (PACS) - MAINE ANA SURVEYS 1995.
 AB2635
 AB2635                          STATION RECOVERY (1995)
 AB2635
 AB2635'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MY)
 AB2635'THE STATION IS LOCATED IN THE TOWN OF AUGUSTA AT THE AUGUSTA STATE
 AB2635'AIRPORT.  OWNERSHIP--STATE OF MAINE, CONTACT GEORGE HARRISON
 AB2635'207-287-3186 FOR ACCESS  TO REACH THE STATION FROM EXIT 30 ON I-95, GO
 AB2635'EAST 1.4 KM (0.85 MI) ON WESTERN AVE TO THE TERMINAL ENTRANCE ROAD ON
 AB2635'THE LEFT.  TURN LEFT AND GO NORTH 0.56 KM (0.35 MI) ON THE ENTRANCE
 AB2635'ROAD TO THE TERMINAL AND GATE.  GO THROUGH THE GATE AND CROSS THE
 AB2635'APRON TO DIAGONAL TAXIWAY B.  FOLLOW THE TAXIWAY WEST FOR 0.3 KM (0.20
 AB2635'MI) TO THE INTERSECTION WITH TAXIWAY C.  TURN RIGHT AND GO NORTHWEST
 AB2635'0.3 KM (0.20 MI) ALONG TAXIWAY C TO THE STATION ON THE RIGHT JUST
 AB2635'NORTH OF THE AIRPORT VOR SITE  THE STATION IS A BRASS SURVEY DISK
 AB2635'STAMPED AP STA C 1987 SET IN A ROCK OUTCROP.  THE STATION IS LOCATED
 AB2635'48.82 M (160.17 FT) EAST OF THE CENTERLINE OF TAXIWAY, 44.06 M (144.55
 AB2635'FT) NORTHEAST OF A TAXIWAY LIGHT, 57.54 M (188.78 FT) EAST-SOUTHEAST
 AB2635'OF A TAXIWAY LIGHT AND APPROXIMATELY 110 M (360.9 FT) NORTH OF AN
 AB2635'ACCESS ROAD TO A SERVICE BUILDING  THE STATION IS DESIGNATED AS A
 AB2635'PRIMARY AIRPORT CONTROL STATION (PACS) - MAINE ANA SURVEYS 1995.
 AB2635
 AB2635                          STATION RECOVERY (1995)
 AB2635
 AB2635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995
 AB2635'THE STATION IS LOCATED IN AUGUSTA, ME.  AT THE AUGUSTA STATE AIRPORT
 AB2635'ON THE EAST SIDE OF RUNWAY 17-35.  PERMISSION AND AN ESCORT IS
 AB2635'REQUIRED TO ACCESS THE STATION.  TO REACH THE STATION FROM THE
 AB2635'JUNCTION OF INTERSTATE 95 AND STATE HIGHWAY 202, IN AUGUSTA, GO EAST
 AB2635'ON HWY.  202 FOR 0.9 MI (1.4 KM) TO THE AIRPORT ENTRANCE ROAD.  TURN
 AB2635'LEFT AND GO NORTH FOR 0.35 MI (0.56 KM) TO THE TERMINAL BUILDING ON
 AB2635'THE LEFT.  THE AIRPORT MANAGERS OFFICE IS LOCATED ON THE SECOND FLOOR.
 AB2635'THE STATION IS A BRONZE DISK SET IN A RECESSED DRILL HOLE IN A ROCK
 AB2635'OUTCROP.  THE OUTCROP IS AT THE TOP OF A SMALL HILL EAST OF THE RUNWAY
 AB2635'17-35 AND TAXIWAY CHARLIE.  IT IS 112.0 M (367.5 FT) NORTH OF A
 AB2635'EAST/WEST PAVED ROAD LEADING TO THE VOR BUILDING, AND 43.1 M (141.4
 AB2635'FT) EAST OF THE EAST EDGE OF TAXIWAY CHARLIE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2479 ***********************************************************************
 PE2479  DESIGNATION -  AUGUSTA
 PE2479  PID         -  PE2479
 PE2479  STATE/COUNTY-  ME/KENNEBEC
 PE2479  USGS QUAD   -  AUGUSTA (1991)
 PE2479
 PE2479                         *CURRENT SURVEY CONTROL
 PE2479  ___________________________________________________________________
 PE2479* NAD 83(1996)-  44 19 54.49689(N)    069 46 29.60791(W)     ADJUSTED  
 PE2479* NAVD 88     -       110.5    (meters)     363.     (feet)  VERTCON   
 PE2479  ___________________________________________________________________
 PE2479  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 PE2479  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 PE2479
 PE2479  HORZ ORDER  -  SECOND
 PE2479
 PE2479.The horizontal coordinates were established by classical geodetic methods
 PE2479.and adjusted by the National Geodetic Survey in March 1998..
 PE2479
 PE2479.The NAVD 88 height was computed by applying the VERTCON shift value to
 PE2479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PE2479
 PE2479.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2479
 PE2479.The geoid height was determined by GEOID03.
 PE2479
 PE2479;                    North         East     Units Scale Factor Converg.
 PE2479;SPC ME W     -   166,555.412   931,246.145   MT  0.99997867   +0 16 25.6
 PE2479;UTM  19      - 4,909,018.678   438,221.022   MT  0.99964694   -0 32 29.5
 PE2479
 PE2479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2479!SPC ME W     -   0.99998673  x   0.99997867  =   0.99996540
 PE2479!UTM  19      -   0.99998673  x   0.99964694  =   0.99963368
 PE2479
 PE2479|---------------------------------------------------------------------|
 PE2479| PID    Reference Object                     Distance      Geod. Az  |
 PE2479|                                                           dddmmss.s |
 PE2479| CE7747 AUGUSTA RM 2                         31.934 METERS 03529     |
 PE2479| CE7748 AUGUSTA RM 3                         10.252 METERS 14648     |
 PE2479| PE2473 AUGUSTA MENTAL INST STACK           APPROX. 3.2 KM 1733857.3 |
 PE2479| PE2461 AUGUSTA CONG SPIRE                  APPROX. 1.7 KM 1821552.9 |
 PE2479| PE2475 AUGUSTA GREEN ST METH CH SPIRE      APPROX. 2.1 KM 1844249.0 |
 PE2479| PE2474 AUGUSTA STATE CAPITOL DOME          APPROX. 2.8 KM 1910811.9 |
 PE2479| PE2476 AIRPORT BCN AUGUSTA MUN APT         APPROX. 2.2 KM 2241205.9 |
 PE2479| PE2477 AUGUSTA MUN APT OMNI DIR MAST       APPROX. 2.1 KM 2242228.8 |
 PE2479| PE1360 POWER                               APPROX. 4.2 KM 2381144.2 |
 PE2479| PE2481 AUGUSTA CENT ME PWR MICROWAVE       APPROX. 4.2 KM 2381218.9 |
 PE2479| CE7746 AUGUSTA RM 1                         12.028 METERS 34259     |
 PE2479|---------------------------------------------------------------------|
 PE2479
 PE2479                          SUPERSEDED SURVEY CONTROL
 PE2479
 PE2479  NAD 83(1992)-  44 19 54.49564(N)    069 46 29.60608(W) AD(       ) 2
 PE2479  NAD 83(1986)-  44 19 54.50094(N)    069 46 29.61133(W) AD(       ) 2
 PE2479  NAD 27      -  44 19 54.25579(N)    069 46 31.45547(W) AD(       ) 2
 PE2479  NGVD 29 (07/19/86)  110.7    (m)          363.     (f) VERT ANG       
 PE2479
 PE2479.Superseded values are not recommended for survey control.
 PE2479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2479.See file dsdata.txt to determine how the superseded data were derived.
 PE2479
 PE2479_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK3822109019(NAD 83)
 PE2479_MARKER: DD = SURVEY DISK
 PE2479_SETTING: 66 = SET IN ROCK OUTCROP
 PE2479
 PE2479  HISTORY     - Date     Condition        Report By
 PE2479  HISTORY     - 1974     MONUMENTED       MEDT
 PE2479  HISTORY     - 20060315 MARK NOT FOUND   USPSQD
 PE2479
 PE2479                          STATION DESCRIPTION
 PE2479
 PE2479'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974 (RCA)
 PE2479'THE STATION IS LOCATED ABOUT 1 MILE NORTH OF AUGUSTA, 0.3 MILE
 PE2479'WEST OF THE KENNEBEC RIVER, AND ABOUT 2.0 MILES EAST OF INTERSTATE
 PE2479'HIGHWAY 95, ON A BARE HILL KNOWN LOCALLY AS SAND HILL.  THE STATION
 PE2479'IS ON PROPERTY OWNED BY THE CITY OF AUGUSTA.
 PE2479'
 PE2479'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY
 PE2479'95, AND STATE ROUTES 8, 11, AND 27 (THE AUGUSTA BELGRADE EXIT OF
 PE2479'INTERSTATE HIGHWAY 95).  GO SOUTHEAST ON STATE ROUTES 8, 11 AND 27
 PE2479'FOR 0.45 MILE TO A SIDE ROAD ON THE LEFT (TOWNSEND ROAD), TURN
 PE2479'LEFT ONTO TOWNSEND ROAD AND GO NORTHEAST FOR 0.80 MILE TO THE
 PE2479'INTERSECTION OF TOWNSEND ROAD AND NORTHERN AVENUE.  TURN
 PE2479'LEFT AND GO NORTHWEST ON NORTHERN AVENUE FOR 0.20 MILE TO A SIDE
 PE2479'ROAD RIGHT (FOREST AVENUE).  TURN RIGHT AND GO EAST ON FOREST
 PE2479'AVENUE FOR 0.25 MILE TO THE INTERSECTION OF FOREST AVENUE AND A
 PE2479'PAVED ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON THE PAVED
 PE2479'ROAD FOR 0.15 MILE TO A GRAVEL ROAD ON THE RIGHT.  TURN RIGHT ONTO
 PE2479'THE GRAVEL ROAD AND GO 0.05 MILE TO A GRAVEL ROAD ON THE LEFT,
 PE2479'TURN LEFT AND FOLLOW SAID GRAVEL ROAD ON THE LEFT FOR 0.15 MILE
 PE2479'TO THE STATION ON THE LEFT.
 PE2479'
 PE2479'THE STATION MARK IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 PE2479'DISK STAMPED AUGUSTA 1974, SET IN ROCK LEDGE, 2 FEET BELOW THE
 PE2479'GROUND LEVEL.  IT IS 106 FEET EAST OF A GREEN WATER TANK, 98 FEET
 PE2479'SOUTHWEST OF THE SOUTHWEST CORNER OF THE AUGUSTA SCHOOL DISTRICT
 PE2479'MICROWAVE BUILDING, 72 FEET SOUTHEAST OF POWER POLE NUMBER 502,
 PE2479'AND 83 FEET SOUTHWEST OF POWER POLE NUMBER 503.
 PE2479'
 PE2479'REFERENCE MARK 1 IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 PE2479'DISK STAMPED AUGUSTA RM 1 1974, SET IN ROCK LEDGE AT GROUND
 PE2479'LEVEL.  IT IS 35.0 FEET SOUTHEAST OF POWER POLE NUMBER 502, AND
 PE2479'83.5 FEET WEST OF POWER POLE NUMBER 503.
 PE2479'
 PE2479'REFERENCE MARK 2 IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 PE2479'DISK SET IN THE CENTER OF THE TOP, OF THE AUGUSTA SCHOOL DISTRICT
 PE2479'MICROWAVE BUILDING, STAMPED AUGUSTA RM 2 1974.  IT IS 40 FEET
 PE2479'NORTHWEST OF POWER POLE NUMBER 503.
 PE2479'
 PE2479'REFERENCE MARK 3 IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 PE2479'DISK SET IN A 1 FOOT BY 2 FOOT ROCK OUTCROP, STAMPED AUGUSTA RM 3
 PE2479'1974.  IT IS 105.5 FEET SOUTHEAST OF POWER POLE NUMBER 502, AND
 PE2479'91.5 FEET SOUTHWEST OF POWER POLE NUMBER 503.  THE DISC IS SET
 PE2479'FLUSH WITH THE TOP OF THE LEDGE.
 PE2479'
 PE2479'HEIGHT OF LIGHT ABOVE STATION MARK 10 METERS.
 PE2479
 PE2479                          STATION RECOVERY (2006)
 PE2479
 PE2479'RECOVERY NOTE BY US POWER SQUADRON 2006 (AMW)
 PE2479'THE WATER TANK NO LONGER EXISTS AND THE POLES APPEAR TO HAVE BEEN
 PE2479'REPLACED AND THE NUMBERS ARE DIFFERENT. THE MARKS ON THE LEDGES MAY
 PE2479'STILL EXIST. RM 2 MAY BE ON THE BUILDING BUT COULD NOT BE OBSERVED AS
 PE2479'IT IS SURROUNDED BY A CHAIN LINK FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2481 ***********************************************************************
 PE2481  DESIGNATION -  AUGUSTA CENT ME PWR MICROWAVE
 PE2481  PID         -  PE2481
 PE2481  STATE/COUNTY-  ME/KENNEBEC
 PE2481  USGS QUAD   -  AUGUSTA (1991)
 PE2481
 PE2481                         *CURRENT SURVEY CONTROL
 PE2481  ___________________________________________________________________
 PE2481* NAD 83(1996)-  44 18 43.51504(N)    069 49 09.01387(W)     ADJUSTED  
 PE2481* NAVD 88     -                                                        
 PE2481  ___________________________________________________________________
 PE2481  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 PE2481  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 PE2481
 PE2481  HORZ ORDER  -  THIRD
 PE2481
 PE2481.The horizontal coordinates were established by classical geodetic methods
 PE2481.and adjusted by the National Geodetic Survey in March 1998..
 PE2481
 PE2481
 PE2481.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2481
 PE2481.The geoid height was determined by GEOID03.
 PE2481
 PE2481;                    North         East     Units Scale Factor Converg.
 PE2481;SPC ME W     -   164,348.619   927,723.912   MT  0.99997612   +0 14 33.9
 PE2481;UTM  19      - 4,906,862.924   434,668.914   MT  0.99965249   -0 34 20.2
 PE2481
 PE2481                          SUPERSEDED SURVEY CONTROL
 PE2481
 PE2481  NAD 83(1992)-  44 18 43.51390(N)    069 49 09.01215(W) AD(       ) 4
 PE2481  NAD 83(1986)-  44 18 43.51912(N)    069 49 09.01733(W) AD(       ) 4
 PE2481  NAD 27      -  44 18 43.27407(N)    069 49 10.85678(W) AD(       ) 3
 PE2481
 PE2481.Superseded values are not recommended for survey control.
 PE2481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2481.See file dsdata.txt to determine how the superseded data were derived.
 PE2481
 PE2481_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK3466906863(NAD 83)
 PE2481_MARKER: 45 = MICROWAVE TOWER
 PE2481_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE2481+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2002
 PE2481
 PE2481  HISTORY     - Date     Condition        Report By
 PE2481  HISTORY     - 1974     FIRST OBSERVED   NGS
 PE2481  HISTORY     - 20021015 GOOD             USPSQD
 PE2481
 PE2481                          STATION DESCRIPTION
 PE2481
 PE2481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (RCA)
 PE2481'THE STATION, AUGUSTA POWER MICROWAVE LIGHT, IS THE ECCENTRIC
 PE2481'LIGHT ON TOP OF A 160 FOOT, 3 LEGGED, STEEL, TOWER BELONGING TO
 PE2481'CENTRAL MAINE POWER COMPANY.  THE STATION IS LOCATED AT THE
 PE2481'CENTRAL MAINE POWER COMPANYS COMPUTER CENTER IN CITY OF AUGUSTA.
 PE2481
 PE2481                          STATION RECOVERY (2002)
 PE2481
 PE2481'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMW)
 PE2481'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2461 ***********************************************************************
 PE2461  DESIGNATION -  AUGUSTA CONG SPIRE
 PE2461  PID         -  PE2461
 PE2461  STATE/COUNTY-  ME/KENNEBEC
 PE2461  USGS QUAD   -  AUGUSTA (1991)
 PE2461
 PE2461                         *CURRENT SURVEY CONTROL
 PE2461  ___________________________________________________________________
 PE2461* NAD 83(1996)-  44 19 00.74431(N)    069 46 32.56875(W)     ADJUSTED  
 PE2461* NAVD 88     -                                                        
 PE2461  ___________________________________________________________________
 PE2461  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 PE2461  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 PE2461
 PE2461  HORZ ORDER  -  THIRD
 PE2461
 PE2461.The horizontal coordinates were established by classical geodetic methods
 PE2461.and adjusted by the National Geodetic Survey in March 1998..
 PE2461
 PE2461
 PE2461.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2461
 PE2461.The geoid height was determined by GEOID03.
 PE2461
 PE2461;                    North         East     Units Scale Factor Converg.
 PE2461;SPC ME W     -   164,896.012   931,188.460   MT  0.99997862   +0 16 23.3
 PE2461;UTM  19      - 4,907,360.816   438,139.761   MT  0.99964706   -0 32 31.0
 PE2461
 PE2461                          SUPERSEDED SURVEY CONTROL
 PE2461
 PE2461  NAD 83(1992)-  44 19 00.74305(N)    069 46 32.56699(W) AD(       ) 4
 PE2461  NAD 83(1986)-  44 19 00.74836(N)    069 46 32.57222(W) AD(       ) 4
 PE2461  NAD 27      -  44 19 00.50265(N)    069 46 34.41576(W) AD(       ) 3
 PE2461
 PE2461.Superseded values are not recommended for survey control.
 PE2461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2461.See file dsdata.txt to determine how the superseded data were derived.
 PE2461
 PE2461_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK3814007361(NAD 83)
 PE2461_MARKER: 90 = CHURCH SPIRE
 PE2461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE2461+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2003
 PE2461
 PE2461  HISTORY     - Date     Condition        Report By
 PE2461  HISTORY     - 1868     FIRST OBSERVED   CGS
 PE2461  HISTORY     - 1949     GOOD             CGS
 PE2461  HISTORY     - 1974     GOOD             NGS
 PE2461  HISTORY     - 1974     GOOD             NGS
 PE2461  HISTORY     - 20030904 GOOD             USPSQD
 PE2461
 PE2461                          STATION DESCRIPTION
 PE2461
 PE2461'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (ERM)
 PE2461'THE APPARENT STATION IS THE SPIRE ON THE SOUTH PARISH
 PE2461'CONGREGATIONAL CHURCH LOCATED AT THE INTERSECTION OF CHURCH
 PE2461'AND FLAGG STREETS IN AUGUSTA.  THE SPIRE IS ON THE SW CORNER
 PE2461'OF CHURCH.  IT IS MOUNTED ATOP A STONE BELFRY, IS A TAPERING
 PE2461'PENTAGONALLY-SHAPED STRUCTURE, COVERED WITH SECTIONED COPPER
 PE2461'(WHICH LOOKS LIKE SLATE), AND HAS A SMALL BALL UPPERMOST.
 PE2461'ALTHOUGH THIS SPIRE HAS BEEN SUBJECTED TO REPAIR, ITS ORIGINAL
 PE2461'POSITION WAS BELIEVED NOT TO HAVE BEEN DISTURBED.
 PE2461
 PE2461                          STATION RECOVERY (1974)
 PE2461
 PE2461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JVT)
 PE2461'RECOVERED AS DESCRIBED IN 1949.
 PE2461'
 PE2461'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PE2461'IN AUGUSTA.
 PE2461
 PE2461                          STATION RECOVERY (1974)
 PE2461
 PE2461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RCA)
 PE2461'THE STATION, AUGUSTA CONGREGATIONAL SPIRE 1868, WAS RECOVERED
 PE2461'AS DESCRIBED IN 1949 AND WAS FOUND TO BE IN GOOD CONDITION.  THE
 PE2461'1949 DESCRIPTION WAS FOUND TO BE ADEQUATE.
 PE2461
 PE2461                          STATION RECOVERY (2003)
 PE2461
 PE2461'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMW)
 PE2461'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2475 ***********************************************************************
 PE2475  DESIGNATION -  AUGUSTA GREEN ST METH CH SPIRE
 PE2475  PID         -  PE2475
 PE2475  STATE/COUNTY-  ME/KENNEBEC
 PE2475  USGS QUAD   -  AUGUSTA (1991)
 PE2475
 PE2475                         *CURRENT SURVEY CONTROL
 PE2475  ___________________________________________________________________
 PE2475* NAD 83(1996)-  44 18 45.55089(N)    069 46 37.52547(W)     ADJUSTED  
 PE2475* NAVD 88     -                                                        
 PE2475  ___________________________________________________________________
 PE2475  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 PE2475  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 PE2475
 PE2475  HORZ ORDER  -  THIRD
 PE2475
 PE2475.The horizontal coordinates were established by classical geodetic methods
 PE2475.and adjusted by the National Geodetic Survey in March 1998..
 PE2475
 PE2475
 PE2475.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2475
 PE2475.The geoid height was determined by GEOID03.
 PE2475
 PE2475;                    North         East     Units Scale Factor Converg.
 PE2475;SPC ME W     -   164,426.541   931,080.848   MT  0.99997854   +0 16 19.7
 PE2475;UTM  19      - 4,906,893.078   438,025.519   MT  0.99964723   -0 32 34.3
 PE2475
 PE2475                          SUPERSEDED SURVEY CONTROL
 PE2475
 PE2475  NAD 83(1992)-  44 18 45.54962(N)    069 46 37.52373(W) AD(       ) 4
 PE2475  NAD 83(1986)-  44 18 45.55494(N)    069 46 37.52895(W) AD(       ) 4
 PE2475  NAD 27      -  44 18 45.30944(N)    069 46 39.37270(W) AD(       ) 3
 PE2475
 PE2475.Superseded values are not recommended for survey control.
 PE2475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2475.See file dsdata.txt to determine how the superseded data were derived.
 PE2475
 PE2475_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK3802606893(NAD 83)
 PE2475_MARKER: 90 = CHURCH SPIRE
 PE2475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE2475+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2003
 PE2475
 PE2475  HISTORY     - Date     Condition        Report By
 PE2475  HISTORY     - 1974     FIRST OBSERVED   NGS
 PE2475  HISTORY     - 20030904 GOOD             USPSQD
 PE2475
 PE2475                          STATION DESCRIPTION
 PE2475
 PE2475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (RCA)
 PE2475'THE STATION, AUGUSTA METHODIST CHURCH SPIRE, IS THE TOP-CENTER
 PE2475'OF THE SPIRE OF THE GREEN STREET METHODIST CHURCH LOCATED 0.1
 PE2475'MILES WEST OF JUNCTION OF GREEN STREET AND WATER STREET IN THE CITY
 PE2475'OF AUGUSTA.  THE TOP OF THE SPIRE IS 108 FEET ABOVE THE GROUND.
 PE2475
 PE2475                          STATION RECOVERY (2003)
 PE2475
 PE2475'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMW)
 PE2475'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2473 ***********************************************************************
 PE2473  DESIGNATION -  AUGUSTA MENTAL INST STACK
 PE2473  PID         -  PE2473
 PE2473  STATE/COUNTY-  ME/KENNEBEC
 PE2473  USGS QUAD   -  AUGUSTA (1991)
 PE2473
 PE2473                         *CURRENT SURVEY CONTROL
 PE2473  ___________________________________________________________________
 PE2473* NAD 83(1996)-  44 18 11.09364(N)    069 46 13.58214(W)     ADJUSTED  
 PE2473* NAVD 88     -                                                        
 PE2473  ___________________________________________________________________
 PE2473  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 PE2473  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 PE2473
 PE2473  HORZ ORDER  -  THIRD
 PE2473
 PE2473.The horizontal coordinates were established by classical geodetic methods
 PE2473.and adjusted by the National Geodetic Survey in March 1998..
 PE2473
 PE2473
 PE2473.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2473
 PE2473.The geoid height was determined by GEOID03.
 PE2473
 PE2473;                    North         East     Units Scale Factor Converg.
 PE2473;SPC ME W     -   163,365.554   931,616.604   MT  0.99997896   +0 16 36.3
 PE2473;UTM  19      - 4,905,824.933   438,545.957   MT  0.99964644   -0 32 17.3
 PE2473
 PE2473                          SUPERSEDED SURVEY CONTROL
 PE2473
 PE2473  NAD 83(1992)-  44 18 11.09237(N)    069 46 13.58045(W) AD(       ) 4
 PE2473  NAD 83(1986)-  44 18 11.09770(N)    069 46 13.58567(W) AD(       ) 4
 PE2473  NAD 27      -  44 18 10.85154(N)    069 46 15.43038(W) AD(       ) 3
 PE2473
 PE2473.Superseded values are not recommended for survey control.
 PE2473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2473.See file dsdata.txt to determine how the superseded data were derived.
 PE2473
 PE2473_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK3854605825(NAD 83)
 PE2473_MARKER: 63 = STACK
 PE2473_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE2473+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2002
 PE2473
 PE2473  HISTORY     - Date     Condition        Report By
 PE2473  HISTORY     - 1974     FIRST OBSERVED   NGS
 PE2473  HISTORY     - 20021015 GOOD             USPSQD
 PE2473
 PE2473                          STATION DESCRIPTION
 PE2473
 PE2473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (RCA)
 PE2473'THE STATION, AUGUSTA MENTAL INSTITUTE STACK, IS THE TOP-CENTER OF
 PE2473'THE 163 FOOT SMOKE STACK BELONGING TO THE AUGUSTA MENTAL INSTITUTE
 PE2473'LOCATED ADJACENT TO A WAREHOUSE AND HEATING PLANT ON THE EAST SIDE
 PE2473'OF ARSENAL STREET ON THE EAST SIDE OF THE RIVER IN THE CITY OF
 PE2473'AUGUSTA.
 PE2473
 PE2473                          STATION RECOVERY (2002)
 PE2473
 PE2473'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMW)
 PE2473'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2477 ***********************************************************************
 PE2477  DESIGNATION -  AUGUSTA MUN APT OMNI DIR MAST
 PE2477  PID         -  PE2477
 PE2477  STATE/COUNTY-  ME/KENNEBEC
 PE2477  USGS QUAD   -  AUGUSTA (1991)
 PE2477
 PE2477                         *CURRENT SURVEY CONTROL
 PE2477  ___________________________________________________________________
 PE2477* NAD 83(1996)-  44 19 05.43712(N)    069 47 36.45916(W)     ADJUSTED  
 PE2477* NAVD 88     -                                                        
 PE2477  ___________________________________________________________________
 PE2477  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 PE2477  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 PE2477
 PE2477  HORZ ORDER  -  THIRD
 PE2477
 PE2477.The horizontal coordinates were established by classical geodetic methods
 PE2477.and adjusted by the National Geodetic Survey in March 1998..
 PE2477
 PE2477
 PE2477.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2477
 PE2477.The geoid height was determined by GEOID03.
 PE2477
 PE2477;                    North         East     Units Scale Factor Converg.
 PE2477;SPC ME W     -   165,034.260   929,771.999   MT  0.99997756   +0 15 38.7
 PE2477;UTM  19      - 4,907,519.148   436,725.876   MT  0.99964924   -0 33 15.7
 PE2477
 PE2477                          SUPERSEDED SURVEY CONTROL
 PE2477
 PE2477  NAD 83(1992)-  44 19 05.43591(N)    069 47 36.45739(W) AD(       ) 4
 PE2477  NAD 83(1986)-  44 19 05.44117(N)    069 47 36.46264(W) AD(       ) 4
 PE2477  NAD 27      -  44 19 05.19551(N)    069 47 38.30449(W) AD(       ) 3
 PE2477
 PE2477.Superseded values are not recommended for survey control.
 PE2477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2477.See file dsdata.txt to determine how the superseded data were derived.
 PE2477
 PE2477_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK3672607519(NAD 83)
 PE2477
 PE2477  HISTORY     - Date     Condition        Report By
 PE2477  HISTORY     - 1974     FIRST OBSERVED   NGS
 PE2477
 PE2477                          STATION DESCRIPTION
 PE2477
 PE2477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (RCA)
 PE2477'THE STATION, AUGUSTA AIRPORT OMNI-DIRECTIONAL MAST, IS THE
 PE2477'TOP-CENTER OF THE ANTENNA ON A 4 LEGGED STEEL TOWER.  LOCATED AT
 PE2477'THE MUNICIPAL AIRPORT IN THE CITY OF AUGUSTA.  THE ANTENNA IS
 PE2477'NORTH EAST OF THE CONTROL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ2692 ***********************************************************************
 AJ2692  DESIGNATION -  AUGUSTA SANITARY BASE STATION
 AJ2692  PID         -  AJ2692
 AJ2692  STATE/COUNTY-  ME/KENNEBEC
 AJ2692  USGS QUAD   -  AUGUSTA (1991)
 AJ2692
 AJ2692                         *CURRENT SURVEY CONTROL
 AJ2692  ___________________________________________________________________
 AJ2692* NAD 83(1996)-  44 19 55.31567(N)    069 46 28.85589(W)     ADJUSTED  
 AJ2692* NAVD 88     -       116.3    (meters)     382.     (feet)  GPS OBS   
 AJ2692  ___________________________________________________________________
 AJ2692  X           -   1,579,850.961 (meters)                     COMP
 AJ2692  Y           -  -4,288,061.141 (meters)                     COMP
 AJ2692  Z           -   4,434,619.635 (meters)                     COMP
 AJ2692  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 AJ2692  ELLIP HEIGHT-          90.40  (meters)          (04/26/01) GPS OBS
 AJ2692  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 AJ2692
 AJ2692  HORZ ORDER  -  A
 AJ2692  ELLP ORDER  -  FOURTH    CLASS I
 AJ2692
 AJ2692.The horizontal coordinates were established by GPS observations
 AJ2692.and adjusted by the National Geodetic Survey in April 2001..
 AJ2692
 AJ2692.The orthometric height was determined by GPS observations and a
 AJ2692.high-resolution geoid model.
 AJ2692
 AJ2692.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2692
 AJ2692.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2692
 AJ2692.The ellipsoidal height was determined by GPS observations
 AJ2692.and is referenced to NAD 83.
 AJ2692
 AJ2692.The geoid height was determined by GEOID03.
 AJ2692
 AJ2692;                    North         East     Units Scale Factor Converg.
 AJ2692;SPC ME W     -   166,580.764   931,262.685   MT  0.99997868   +0 16 26.1
 AJ2692;UTM  19      - 4,909,043.783   438,237.915   MT  0.99964691   -0 32 29.0
 AJ2692
 AJ2692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2692!SPC ME W     -   0.99998583  x   0.99997868  =   0.99996451
 AJ2692!UTM  19      -   0.99998583  x   0.99964691  =   0.99963274
 AJ2692
 AJ2692                          SUPERSEDED SURVEY CONTROL
 AJ2692
 AJ2692.No superseded survey control is available for this station.
 AJ2692
 AJ2692_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK3823809044(NAD 83)
 AJ2692_MARKER: Z = SEE DESCRIPTION
 AJ2692_SETTING: 0 = UNSPECIFIED SETTING
 AJ2692_MARK LOGO: NONE  
 AJ2692_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2692+STABILITY: SURFACE MOTION
 AJ2692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2692+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2004
 AJ2692
 AJ2692  HISTORY     - Date     Condition        Report By
 AJ2692  HISTORY     - 2000     MONUMENTED       LOCENG
 AJ2692  HISTORY     - 20010821 GOOD             MEDT
 AJ2692  HISTORY     - 20040730 GOOD             USPSQD
 AJ2692
 AJ2692                          STATION DESCRIPTION
 AJ2692
 AJ2692'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000 (NS)
 AJ2692'THE GPS BASE STATION IS LOCATED IN AUGUSTA, ON THE EAST SIDE OF THE
 AJ2692'KENNEBEC RIVER, ON TOP OF A SAND HILL.  OWNERSHIP--AUGUSTA SANITARY
 AJ2692'DISTRICT.  TO REACH FROM THE TRAFFIC CIRCLE ON THE EAST SIDE OF THE
 AJ2692'KENNEBEC RIVER, GO NORTHERLY FOR 0.7 MI (1.1 KM) ON STATE HIGHWAY 8.
 AJ2692'TURN RIGHT, THEN LEFT AND GO 1.3 MI (2.1 KM) ON STATE HIGHWAY 104.
 AJ2692'TURN RIGHT ON FOREST AVENUE AND GO 0.3 MI (0.5 KM), THEN TURN RIGHT ON
 AJ2692'BUENA VISTA DRIVE FOR 0.15 MI (0.24 KM), THEN TURN RIGHT ON CENTRAL
 AJ2692'AVENUE AND GO 0.8 MI (1.3 KM), THEN TURN LEFT ON WEST VIEW STREET.
 AJ2692'THE STATION IS 0.13 MI (0.21 KM) ON THE RIGHT.  THE BASE STATION
 AJ2692'ANTENNA IS LOCATED 13.8 FT (4.2 M) FROM THE GROUND ATOP A METAL POLE
 AJ2692'ATOP A CONCRETE BUILDING, 86 FT (26.2 M) NORTHEAST OF TELEPHONE POLE
 AJ2692'NUMBER 138, 41 FT (12.5 M) NORTHWEST OF TELEPHONE POLE NUMBER 139, 17
 AJ2692'FT (5.2 M) SOUTH FROM THE SMALLEST TOWER, AND 6.6 FT (2.0 M) SOUTHWEST
 AJ2692'FROM MEDT MONUMENT ID (RM 2).  THE DATUM POINT IS THE ANTENNA
 AJ2692'REFERENCE POINT (ARP).
 AJ2692
 AJ2692                          STATION RECOVERY (2001)
 AJ2692
 AJ2692'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 2001 (RC)
 AJ2692'THE DESCRIPTION HAS TWO ORIENTATION ERRORS.  THE FIRST SENTENCE OF THE
 AJ2692' 
 AJ2692'LOCALITY STATEMENT SHOULD READ -...IS LOCATED IN AUGUSTA, ON THE WEST
 AJ2692'SIDE OF THE KENNEBEC RIVER,...-.  THE FIRST SENTENCE OF THE TO REACH
 AJ2692'STATEMENT SHOULD READ -...TRAFFIC CIRCLE ON THE WEST SIDE OF THE
 AJ2692'KENNEBEC RIVER,...-. REPORTED BY RICHARD COFFIN, MEDT.
 AJ2692
 AJ2692                          STATION RECOVERY (2004)
 AJ2692
 AJ2692'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMW)
 AJ2692'THERE IS AN ADDITIONAL ANTENNA ON THE ROOF. THE BUILDINGS ARE
 AJ2692'SURROUNDED BY A FENCE WHICH ALSO ENCLOSES A RADIO TOWER. RM2 COULD NOT
 AJ2692'BE SEEN DUE TO HEAVY UNDERBRUSH INSIDE AND OUTSIDE THE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2474 ***********************************************************************
 PE2474  DESIGNATION -  AUGUSTA STATE CAPITOL DOME
 PE2474  PID         -  PE2474
 PE2474  STATE/COUNTY-  ME/KENNEBEC
 PE2474  USGS QUAD   -  AUGUSTA (1991)
 PE2474
 PE2474                         *CURRENT SURVEY CONTROL
 PE2474  ___________________________________________________________________
 PE2474* NAD 83(1996)-  44 18 25.80363(N)    069 46 53.92253(W)     ADJUSTED  
 PE2474* NAVD 88     -                                                        
 PE2474  ___________________________________________________________________
 PE2474  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 PE2474  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 PE2474
 PE2474  HORZ ORDER  -  THIRD
 PE2474
 PE2474.The horizontal coordinates were established by classical geodetic methods
 PE2474.and adjusted by the National Geodetic Survey in March 1998..
 PE2474
 PE2474
 PE2474.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2474
 PE2474.The geoid height was determined by GEOID03.
 PE2474
 PE2474;                    North         East     Units Scale Factor Converg.
 PE2474;SPC ME W     -   163,815.322   930,720.326   MT  0.99997827   +0 16 08.2
 PE2474;UTM  19      - 4,906,287.250   437,656.462   MT  0.99964780   -0 32 45.6
 PE2474
 PE2474                          SUPERSEDED SURVEY CONTROL
 PE2474
 PE2474  NAD 83(1992)-  44 18 25.80238(N)    069 46 53.92082(W) AD(       ) 4
 PE2474  NAD 83(1986)-  44 18 25.80768(N)    069 46 53.92602(W) AD(       ) 4
 PE2474  NAD 27      -  44 18 25.56245(N)    069 46 55.76904(W) AD(       ) 3
 PE2474
 PE2474.Superseded values are not recommended for survey control.
 PE2474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2474.See file dsdata.txt to determine how the superseded data were derived.
 PE2474
 PE2474_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK3765606287(NAD 83)
 PE2474_MARKER: 87 = DOME
 PE2474_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE2474+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2004
 PE2474
 PE2474  HISTORY     - Date     Condition        Report By
 PE2474  HISTORY     - 1974     FIRST OBSERVED   NGS
 PE2474  HISTORY     - 20021015 GOOD             USPSQD
 PE2474  HISTORY     - 20040730 GOOD             USPSQD
 PE2474
 PE2474                          STATION DESCRIPTION
 PE2474
 PE2474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (RCA)
 PE2474'THE STATION, AUGUSTA CAPITAL DOME, IS THE LIGHT ATOP THE
 PE2474'OUTSTRETCHED ARM OF THE GOLD COLORED STATUE ON TOP OF THE MAINE
 PE2474'STATE CAPITAL BUILDING LOCATED ON THE WEST SIDE OF THE RIVER IN
 PE2474'THE CITY OF AUGUSTA.
 PE2474
 PE2474                          STATION RECOVERY (2002)
 PE2474
 PE2474'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMW)
 PE2474'RECOVERED IN GOOD CONDITION.
 PE2474
 PE2474                          STATION RECOVERY (2004)
 PE2474
 PE2474'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMW)
 PE2474'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0409 ***********************************************************************
 OB0409  DESIGNATION -  AULD
 OB0409  PID         -  OB0409
 OB0409  STATE/COUNTY-  ME/LINCOLN
 OB0409  USGS QUAD   -  BRISTOL (1969)
 OB0409
 OB0409                         *CURRENT SURVEY CONTROL
 OB0409  ___________________________________________________________________
 OB0409* NAD 83(1996)-  43 53 12.94447(N)    069 35 30.91826(W)     ADJUSTED  
 OB0409* NAVD 88     -        88.     (meters)     289.     (feet)  SCALED    
 OB0409  ___________________________________________________________________
 OB0409  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 OB0409  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 OB0409
 OB0409  HORZ ORDER  -  THIRD
 OB0409
 OB0409.The horizontal coordinates were established by classical geodetic methods
 OB0409.and adjusted by the National Geodetic Survey in March 1998..
 OB0409
 OB0409.The orthometric height was scaled from a topographic map.
 OB0409
 OB0409.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0409
 OB0409.The geoid height was determined by GEOID03.
 OB0409
 OB0409;                    North         East     Units Scale Factor Converg.
 OB0409;SPC ME W     -   117,210.909   946,184.050   MT  0.99999289   +0 23 54.4
 OB0409;SPC ME E     -    25,050.036   212,263.521   MT  0.99999465   -0 45 25.2
 OB0409;UTM  19      - 4,859,484.685   452,453.133   MT  0.99962780   -0 24 37.3
 OB0409
 OB0409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0409!SPC ME W     -   0.99999023  x   0.99999289  =   0.99998312
 OB0409!SPC ME E     -   0.99999023  x   0.99999465  =   0.99998488
 OB0409!UTM  19      -   0.99999023  x   0.99962780  =   0.99961804
 OB0409
 OB0409:                Primary Azimuth Mark                     Grid Az
 OB0409:SPC ME W     -  KENNISTON 1858                           262 28 16.1
 OB0409:SPC ME E     -  KENNISTON 1858                           263 37 35.7
 OB0409:UTM  19      -  KENNISTON 1858                           263 16 47.8
 OB0409
 OB0409|---------------------------------------------------------------------|
 OB0409| PID    Reference Object                     Distance      Geod. Az  |
 OB0409|                                                           dddmmss.s |
 OB0409| OB0404 KENNISTON 1858                      APPROX. 2.3 KM 2625210.5 |
 OB0409| OB0408 DODGE                               APPROX. 4.4 KM 3495525.5 |
 OB0409|---------------------------------------------------------------------|
 OB0409
 OB0409                          SUPERSEDED SURVEY CONTROL
 OB0409
 OB0409  NAD 83(1992)-  43 53 12.94388(N)    069 35 30.91241(W) AD(       ) 3
 OB0409  NAD 83(1986)-  43 53 12.94913(N)    069 35 30.91819(W) AD(       ) 3
 OB0409  NAD 27      -  43 53 12.65000(N)    069 35 32.75000(W) AD(       ) 3
 OB0409
 OB0409.Superseded values are not recommended for survey control.
 OB0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0409.See file dsdata.txt to determine how the superseded data were derived.
 OB0409
 OB0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ5245359485(NAD 83)
 OB0409
 OB0409  HISTORY     - Date     Condition        Report By
 OB0409  HISTORY     - UNK      MONUMENTED
 OB0409  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0409
 OB0409                          STATION DESCRIPTION
 OB0409
 OB0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (HOF)
 OB0409'SEARCHED FOR ON PROMINENT LEDGES IN THIS VICINITY, WHICH WERE
 OB0409'PARTIALLY COVERED WITH MOSS, BUT NO INDICATION OF A MARK WAS
 OB0409'FOUND.  AIR COMPILATION AND PLANE TABLE METHODS MIGHT LOCATE THE
 OB0409'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1573 ***********************************************************************
 QF1573  DESIGNATION -  AURORA
 QF1573  PID         -  QF1573
 QF1573  STATE/COUNTY-  ME/WASHINGTON
 QF1573  USGS QUAD   -  LAMBERT LAKE (1988)
 QF1573
 QF1573                         *CURRENT SURVEY CONTROL
 QF1573  ___________________________________________________________________
 QF1573* NAD 83(1996)-  45 36 12.56637(N)    067 34 30.90644(W)     ADJUSTED  
 QF1573* NAVD 88     -       116.     (meters)     381.     (feet)  SCALED    
 QF1573  ___________________________________________________________________
 QF1573  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 QF1573  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 QF1573
 QF1573  HORZ ORDER  -  SECOND
 QF1573
 QF1573.The horizontal coordinates were established by classical geodetic methods
 QF1573.and adjusted by the National Geodetic Survey in March 1998..
 QF1573
 QF1573.The orthometric height was scaled from a topographic map.
 QF1573
 QF1573.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1573
 QF1573.The geoid height was determined by GEOID03.
 QF1573
 QF1573;                    North         East     Units Scale Factor Converg.
 QF1573;SPC ME E     -   215,623.329   372,136.726   MT  0.99996396   +0 39 38.8
 QF1573;UTM  19      - 5,050,981.267   611,106.692   MT  0.99975177   +1 01 05.2
 QF1573
 QF1573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1573!SPC ME E     -   0.99998557  x   0.99996396  =   0.99994953
 QF1573!UTM  19      -   0.99998557  x   0.99975177  =   0.99973734
 QF1573
 QF1573|---------------------------------------------------------------------|
 QF1573| PID    Reference Object                     Distance      Geod. Az  |
 QF1573|                                                           dddmmss.s |
 QF1573| CE8796 AURORA RM                            24.265 METERS 01613     |
 QF1573| QF1574 MARTIN IBC                          APPROX. 0.6 KM 1915933.5 |
 QF1573| QF1592 SPRUCE MOUNTAIN 1888                APPROX. 7.7 KM 2671439.9 |
 QF1573|---------------------------------------------------------------------|
 QF1573
 QF1573                          SUPERSEDED SURVEY CONTROL
 QF1573
 QF1573  NAD 83(1992)-  45 36 12.56265(N)    067 34 30.90376(W) AD(       ) 2
 QF1573  NAD 83(1986)-  45 36 12.56599(N)    067 34 30.91511(W) AD(       ) 2
 QF1573  NAD 27      -  45 36 12.32800(N)    067 34 32.88300(W) AD(       ) 2
 QF1573
 QF1573.Superseded values are not recommended for survey control.
 QF1573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1573.See file dsdata.txt to determine how the superseded data were derived.
 QF1573
 QF1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL1110750981(NAD 83)
 QF1573_MARKER: DD = SURVEY DISK
 QF1573_SETTING: 80 = SET IN A BOULDER
 QF1573
 QF1573  HISTORY     - Date     Condition        Report By
 QF1573  HISTORY     - 1890     MONUMENTED       CGS
 QF1573  HISTORY     - 1955     GOOD             IBC
 QF1573  HISTORY     - 1972     GOOD             IBC
 QF1573
 QF1573                          STATION DESCRIPTION
 QF1573
 QF1573'DESCRIBED BY COAST AND GEODETIC SURVEY 1890 (JH)
 QF1573'ON THE SW SHORE OF THE PENINSULA IN SPEDNIK LAKE ON THE W SIDE OF
 QF1573'SANDY BAY COVE, 3/4 MILE ABOVE SANDY POINT, ABOUT 50 FEET OUTSIDE THE
 QF1573'TREE AND HIGHWATER LINE, AT EDGE OF LOW - WATER LINE.  THE STATION IS
 QF1573'ABOUT 80 FEET S OF THE LARGEST ROCK ON THE POINT, 10 FEET SQUARE AND
 QF1573'4 FEET HIGH LOCATED IN THE EDGE OF THE TREES, AND 50 FEET SW OF THE
 QF1573'NEXT LARGEST ROCK WHICH IS 50 FEET OUTSIDE THE TREE LINE.  ANOTHER
 QF1573'ROCK 3 FEET HIGH IS 15 FEET OUTSIDE THE STATION WHICH IS ON A FLAT
 QF1573'ROCK 5 BY 8 FEET AND 2 FEET HIGH, COVERED BY 3 FEET OF WATER AT HIGH
 QF1573'WATER.
 QF1573'
 QF1573'STATION MARK IS A US AND CB STATION DISK SET IN A DRILL HOLE WITHIN A
 QF1573'TRIANGLE CUT IN THE ROCK.
 QF1573'
 QF1573'REFERENCE MARK IS A GS OF C REFERENCE DISK SET IN A DRILL HOLE IN THE
 QF1573'10 - FOOT SQUARE, LIGHT - COLORED ROCK 4 FEET HIGH, MENTIONED ABOVE,
 QF1573'IN THE EDGE OF THE TREES, 79.61 FEET DISTANT.
 QF1573
 QF1573                          STATION RECOVERY (1955)
 QF1573
 QF1573'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1573'STATION RECOVERED IN GOOD CONDITION.
 QF1573
 QF1573                          STATION RECOVERY (1972)
 QF1573
 QF1573'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1573'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2145 ***********************************************************************
 OC2145  DESIGNATION -  AUSTIN
 OC2145  PID         -  OC2145
 OC2145  STATE/COUNTY-  ME/YORK
 OC2145  USGS QUAD   -  ALFRED (1983)
 OC2145
 OC2145                         *CURRENT SURVEY CONTROL
 OC2145  ___________________________________________________________________
 OC2145* NAD 83(1996)-  43 24 40.38991(N)    070 44 31.39688(W)     ADJUSTED  
 OC2145* NAVD 88     -        85.6    (meters)     281.     (feet)  VERTCON   
 OC2145  ___________________________________________________________________
 OC2145  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 OC2145  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 OC2145
 OC2145  HORZ ORDER  -  SECOND
 OC2145
 OC2145.The horizontal coordinates were established by classical geodetic methods
 OC2145.and adjusted by the National Geodetic Survey in March 1998..
 OC2145
 OC2145.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2145
 OC2145.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2145
 OC2145.The geoid height was determined by GEOID03.
 OC2145
 OC2145;                    North         East     Units Scale Factor Converg.
 OC2145;SPC ME W     -    64,358.998   853,397.907   MT  0.99999337   -0 23 43.6
 OC2145;UTM  19      - 4,807,955.434   358,957.331   MT  0.99984470   -1 11 50.6
 OC2145
 OC2145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2145!SPC ME W     -   0.99999076  x   0.99999337  =   0.99998413
 OC2145!UTM  19      -   0.99999076  x   0.99984470  =   0.99983546
 OC2145
 OC2145|---------------------------------------------------------------------|
 OC2145| PID    Reference Object                     Distance      Geod. Az  |
 OC2145|                                                           dddmmss.s |
 OC2145| OC2144 AUSTIN 1976 A PT                      9.501 METERS 02404     |
 OC2145| CE7196 AUSTIN RM 2                          12.766 METERS 14842     |
 OC2145| OC2536 BAUNEG                              APPROX. 4.6 KM 2285847.9 |
 OC2145| OC2147 AUSTIN 1976 AZ MK A PT              247.522 METERS 29853     |
 OC2145| OC2146 AUSTIN AZ MK 1976                   242.767 METERS 29950     |
 OC2145| CE7195 AUSTIN RM 1                          15.733 METERS 34625     |
 OC2145|---------------------------------------------------------------------|
 OC2145
 OC2145                          SUPERSEDED SURVEY CONTROL
 OC2145
 OC2145  NAD 83(1992)-  43 24 40.38801(N)    070 44 31.39860(W) AD(       ) 2
 OC2145  NAD 83(1986)-  43 24 40.39485(N)    070 44 31.40533(W) AD(       ) 2
 OC2145  NAD 27      -  43 24 40.09496(N)    070 44 33.20001(W) AD(       ) 2
 OC2145  NGVD 29 (07/19/86)   85.8    (m)          281.     (f) VERT ANG       
 OC2145
 OC2145.Superseded values are not recommended for survey control.
 OC2145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2145.See file dsdata.txt to determine how the superseded data were derived.
 OC2145
 OC2145_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ5895707955(NAD 83)
 OC2145_MARKER: DS = TRIANGULATION STATION DISK
 OC2145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC2145_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC2145
 OC2145  HISTORY     - Date     Condition        Report By
 OC2145  HISTORY     - 1976     MONUMENTED       NGS
 OC2145
 OC2145                          STATION DESCRIPTION
 OC2145
 OC2145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2145'THE STATION IS LOCATED ABOUT 2.5 MILES SOUTHEAST OF
 OC2145'SANFORD, 4.25 MILES SOUTH-SOUTHWEST OF ALFRED AND 7.25
 OC2145'MILES NORTH OF NORTH BERWICK IN THE EAST CORNER OF THE
 OC2145'INTERSECTION OF STATE ROUTES 4, 4A AND 109.
 OC2145'
 OC2145'THE STATION MARK IS A STANDARD DISK STAMPED--AUSTIN 1976-- SET
 OC2145'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST WHICH IS SET
 OC2145'FLUSH WITH THE GROUND SURFACE.  IT IS 5.5 FEET WEST OF A METAL
 OC2145'WITNESS POST, 74.0 FEET NORTH OF POWER POLE NUMBER 1 AND 114.7
 OC2145'FEET EAST-SOUTHEAST OF POWER POLE NUMBER 03.
 OC2145'
 OC2145'THE UNDERGROUND STATION MARK IS A STANDARD MARK DISK STAMPED--AUSTIN
 OC2145'1976--SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE WHICH IS
 OC2145'ABOUT 40 INCHES BELOW THE GROUND SURFACE.
 OC2145'
 OC2145'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK STAMPED--AUSTIN
 OC2145'NO 1 1976--SET IN THE TOP OF A CYLINDRICAL CONCRETE POST WHICH
 OC2145'PROJECTS ABOUT 1 INCH ABOVE THE GROUND SURFACE.  IT IS 4.2 FEET
 OC2145'WEST OF A METAL WITNESS POST,  102.0 FEET EAST OF POWER POLE
 OC2145'NUMBER 03 AND 123.0 FEET NORTH-NORTHEAST OF POWER POLE NUMBER 1
 OC2145'
 OC2145'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK STAMPED--AUSTIN
 OC2145'NO 2 1976--CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS FLUSH
 OC2145'WITH THE GROUND SURFACE.  IT IS 5.0 FEET WEST-NORTHWEST OF A
 OC2145'METAL WITNESS POST, 32.0 FEET NORTH-NORTHWEST OF POWER POLE
 OC2145'NUMBER 1 AND 147.2 FEET SOUTHEAST OF POWER POLE NUMBER 03.
 OC2145'
 OC2145'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED--AUSTIN
 OC2145'AZ 1976--SET IN THE TOP OF A CYLINDRICAL CONCRETE POST WHICH IS
 OC2145'FLUSH WITH THE GROUND SURFACE.  IT IS 3.5 FEET NORTH-NORTHWEST OF
 OC2145'A METAL WITNESS POST, 69.5 FEET SOUTH-SOUTHEAST OF A FIRE HYDRANT
 OC2145'AND 72.0 FEET WEST-NORTHWEST OF POWER POLE NUMBER J 124.
 OC2145'
 OC2145'TO REACH THE AZIMUTH MARK PROCEED NORTHWEST ALONG STATE
 OC2145'ROUTES 4 AND 4A FOR 0.20 MILE TO THE AZIMUTH MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1804 ***********************************************************************
 QF1804  DESIGNATION -  AVERNUS TABLET IBC
 QF1804  PID         -  QF1804
 QF1804  STATE/COUNTY-  ME/AROOSTOOK
 QF1804  USGS QUAD   -  NORTH AMITY (1989)
 QF1804
 QF1804                         *CURRENT SURVEY CONTROL
 QF1804  ___________________________________________________________________
 QF1804* NAD 83(1996)-  45 53 40.48656(N)    067 46 58.81359(W)     ADJUSTED  
 QF1804* NAVD 88     -       136.     (meters)     446.     (feet)  SCALED    
 QF1804  ___________________________________________________________________
 QF1804  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 QF1804  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 QF1804
 QF1804  HORZ ORDER  -  THIRD
 QF1804
 QF1804.The horizontal coordinates were established by classical geodetic methods
 QF1804.and adjusted by the National Geodetic Survey in March 1998..
 QF1804
 QF1804.The orthometric height was scaled from a topographic map.
 QF1804
 QF1804.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1804
 QF1804.The geoid height was determined by GEOID03.
 QF1804
 QF1804;                    North         East     Units Scale Factor Converg.
 QF1804;SPC ME E     -   247,807.614   355,640.670   MT  0.99993805   +0 30 53.5
 QF1804;UTM  19      - 5,083,054.723   594,413.426   MT  0.99970958   +0 52 26.2
 QF1804
 QF1804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1804!SPC ME E     -   0.99998241  x   0.99993805  =   0.99992046
 QF1804!UTM  19      -   0.99998241  x   0.99970958  =   0.99969199
 QF1804
 QF1804                          SUPERSEDED SURVEY CONTROL
 QF1804
 QF1804  NAD 83(1992)-  45 53 40.48441(N)    067 46 58.81388(W) AD(       ) 4
 QF1804  NAD 83(1986)-  45 53 40.06548(N)    067 46 57.79262(W) AD(       ) 4
 QF1804  NAD 27      -  45 53 40.36200(N)    067 47 00.93300(W) AD(       ) 3
 QF1804
 QF1804.Superseded values are not recommended for survey control.
 QF1804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1804.See file dsdata.txt to determine how the superseded data were derived.
 QF1804
 QF1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9441383055(NAD 83)
 QF1804_MARKER: DD = SURVEY DISK
 QF1804_SETTING: 80 = SET IN A BOULDER
 QF1804_SP_SET: SET IN A DRILL HOLE IN A BOULDER
 QF1804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1804+STABILITY: SURFACE MOTION
 QF1804
 QF1804  HISTORY     - Date     Condition        Report By
 QF1804  HISTORY     - 1912     MONUMENTED       IBC
 QF1804  HISTORY     - 1955     GOOD             IBC
 QF1804  HISTORY     - 1972     GOOD             IBC
 QF1804
 QF1804                          STATION DESCRIPTION
 QF1804
 QF1804'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (JEM)
 QF1804'ON MONUMENT BROOK, JUST W OF THE LONG STRAIGHT E - W COURSE OF THE
 QF1804'BROOK ALONG THE BASE OF POPLAR MOUNTAIN.  THE STATION IS ON A ROCK,
 QF1804'BACK IN THE WOODS, 6.7 METERS S OF THE STREAM.
 QF1804'
 QF1804'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE IN THE TOP OF A
 QF1804'ROCK AND SURROUNDED BY A TRIANGLE CUT IN THE ROCK.  THE ROCK IS
 QF1804'APPROXIMATELY 1.3 BY 0.4 METERS IN CROSS SECTION AND 0.7 METER HIGH.
 QF1804
 QF1804                          STATION RECOVERY (1955)
 QF1804
 QF1804'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1804'STATION RECOVERED IN GOOD CONDITION.
 QF1804
 QF1804                          STATION RECOVERY (1972)
 QF1804
 QF1804'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1804'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0981 ***********************************************************************
 PD0981  DESIGNATION -  AVERY ROCK LIGHT
 PD0981  PID         -  PD0981
 PD0981  STATE/COUNTY-  ME/WASHINGTON
 PD0981  USGS QUAD   -  MACHIAS BAY (1993)
 PD0981
 PD0981                         *CURRENT SURVEY CONTROL
 PD0981  ___________________________________________________________________
 PD0981* NAD 83(1996)-  44 39 15.06069(N)    067 20 38.76377(W)     ADJUSTED  
 PD0981* NAVD 88     -                                                        
 PD0981  ___________________________________________________________________
 PD0981  LAPLACE CORR-           5.67  (seconds)                    DEFLEC99
 PD0981  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 PD0981
 PD0981  HORZ ORDER  -  THIRD
 PD0981
 PD0981.The horizontal coordinates were established by classical geodetic methods
 PD0981.and adjusted by the National Geodetic Survey in March 1998..
 PD0981
 PD0981
 PD0981.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0981
 PD0981.The geoid height was determined by GEOID03.
 PD0981
 PD0981;                    North         East     Units Scale Factor Converg.
 PD0981;SPC ME E     -   110,367.318   391,676.451   MT  1.00000332   +0 48 44.8
 PD0981;UTM  19      - 4,945,869.361   631,293.085   MT  0.99981198   +1 09 50.3
 PD0981
 PD0981                          SUPERSEDED SURVEY CONTROL
 PD0981
 PD0981  NAD 83(1992)-  44 39 15.05668(N)    067 20 38.76121(W) AD(       ) 4
 PD0981  NAD 83(1986)-  44 39 15.05269(N)    067 20 38.76356(W) AD(       ) 4
 PD0981  NAD 27      -  44 39 14.77500(N)    067 20 40.80700(W) AD(       ) 3
 PD0981
 PD0981.Superseded values are not recommended for survey control.
 PD0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0981.See file dsdata.txt to determine how the superseded data were derived.
 PD0981
 PD0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK3129345869(NAD 83)
 PD0981
 PD0981  HISTORY     - Date     Condition        Report By
 PD0981  HISTORY     - 1959     MONUMENTED       CGS
 PD0981
 PD0981                          STATION DESCRIPTION
 PD0981
 PD0981'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GFW)
 PD0981'STATION IS LOCATED ON AVERY ROCK IN MACHIAS BAY.  IT IS THE LIGHT
 PD0981'ON A WHITE SKELETON STEEL TOWER WITH SMALL BATTERY HOUSE AT
 PD0981'BASE.  POINT OBSERVED UPON WAS THE FINIAL OF THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0980 ***********************************************************************
 PD0980  DESIGNATION -  AVERY ROCK LIGHTHOUSE
 PD0980  PID         -  PD0980
 PD0980  STATE/COUNTY-  ME/WASHINGTON
 PD0980  USGS QUAD   -  MACHIAS BAY (1993)
 PD0980
 PD0980                         *CURRENT SURVEY CONTROL
 PD0980  ___________________________________________________________________
 PD0980* NAD 83(1996)-  44 39 15.39664(N)    067 20 38.85023(W)     ADJUSTED  
 PD0980* NAVD 88     -                                                        
 PD0980  ___________________________________________________________________
 PD0980  LAPLACE CORR-           5.67  (seconds)                    DEFLEC99
 PD0980  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 PD0980
 PD0980  HORZ ORDER  -  THIRD
 PD0980
 PD0980.The horizontal coordinates were established by classical geodetic methods
 PD0980.and adjusted by the National Geodetic Survey in March 1998..
 PD0980
 PD0980
 PD0980.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0980
 PD0980.The geoid height was determined by GEOID03.
 PD0980
 PD0980;                    North         East     Units Scale Factor Converg.
 PD0980;SPC ME E     -   110,377.660   391,674.399   MT  1.00000332   +0 48 44.8
 PD0980;UTM  19      - 4,945,879.688   631,290.970   MT  0.99981197   +1 09 50.3
 PD0980
 PD0980                          SUPERSEDED SURVEY CONTROL
 PD0980
 PD0980  NAD 83(1992)-  44 39 15.39259(N)    067 20 38.84769(W) AD(       ) 4
 PD0980  NAD 83(1986)-  44 39 15.38859(N)    067 20 38.85007(W) AD(       ) 4
 PD0980  NAD 27      -  44 39 15.11000(N)    067 20 40.90300(W) AD(       ) 3
 PD0980
 PD0980.Superseded values are not recommended for survey control.
 PD0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0980.See file dsdata.txt to determine how the superseded data were derived.
 PD0980
 PD0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK3129145880(NAD 83)
 PD0980
 PD0980  HISTORY     - Date     Condition        Report By
 PD0980  HISTORY     - UNK      MONUMENTED
 PD0980  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0980  HISTORY     - 1949     SEE DESCRIPTION  CGS
 PD0980  HISTORY     - 1959     SEE DESCRIPTION  CGS
 PD0980
 PD0980                          STATION DESCRIPTION
 PD0980
 PD0980'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0980'THE STATION IS 0.6 MILE W OF CHANCE ISLAND, 0.6 MILE E OF BARE
 PD0980'ISLAND, 1.7 MILES S OF HOG ISLAND, AND ON AVERY ROCK IN MACHIAS
 PD0980'BAY.  THE STATION IS THE LIGHTHOUSE WHICH IS A SQUARE WHITE
 PD0980'STRUCTURE ATOP THE DWELLING.
 PD0980
 PD0980                          STATION RECOVERY (1949)
 PD0980
 PD0980'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM)
 PD0980'STATION WAS DESTROYED.  THE LIGHTHOUSE WAS DISMANTLED IN
 PD0980'OCTOBER 1947.
 PD0980'
 PD0980'NOTE--A NEW LIGHT ON A SKELETON STEEL TOWER, 36.0 FEET HIGH,
 PD0980'REPLACES THE OLD LIGHTHOUSE.  SEE DESCRIPTION FOR TOPOGRAPHIC
 PD0980'STATION AVERY ROCK LIGHT 1949.
 PD0980
 PD0980                          STATION RECOVERY (1959)
 PD0980
 PD0980'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GFW)
 PD0980'STATION DESTROYED AS REPORTED IN THE RECOVERY NOTE OF E.R.M. IN
 PD0980'1949.  SEE DESCRIPTION OF MACHIAS BAY, AVERY ROCK LIGHT, 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0200 ***********************************************************************
 RF0200  DESIGNATION -  AX 102
 RF0200  PID         -  RF0200
 RF0200  STATE/COUNTY-  ME/PISCATAQUIS
 RF0200  USGS QUAD   -  MOOSELEUK LAKE (1985)
 RF0200
 RF0200                         *CURRENT SURVEY CONTROL
 RF0200  ___________________________________________________________________
 RF0200* NAD 83(1986)-  46 32 14.     (N)    068 55 13.     (W)     SCALED    
 RF0200* NAVD 88     -       315.924  (meters)    1036.49   (feet)  ADJUSTED  
 RF0200  ___________________________________________________________________
 RF0200  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 RF0200  DYNAMIC HT  -         315.943 (meters)    1036.56  (feet)  COMP
 RF0200  MODELED GRAV-     980,665.1   (mgal)                       NAVD 88
 RF0200
 RF0200  VERT ORDER  -  SECOND    CLASS 0
 RF0200
 RF0200.The horizontal coordinates were scaled from a topographic map and have
 RF0200.an estimated accuracy of +/- 6 seconds.
 RF0200
 RF0200.The orthometric height was determined by differential leveling
 RF0200.and adjusted by the National Geodetic Survey in June 1991..
 RF0200
 RF0200.The geoid height was determined by GEOID03.
 RF0200
 RF0200.The dynamic height is computed by dividing the NAVD 88
 RF0200.geopotential number by the normal gravity value computed on the
 RF0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0200.degrees latitude (g = 980.6199 gals.).
 RF0200
 RF0200.The modeled gravity was interpolated from observed gravity values.
 RF0200
 RF0200;                    North         East    Units  Estimated Accuracy
 RF0200;SPC ME E     -   319,070.      267,760.      MT  (+/- 180 meters Scaled)
 RF0200
 RF0200                          SUPERSEDED SURVEY CONTROL
 RF0200
 RF0200  NGVD 29 (??/??/92)  316.116  (m)         1037.12   (f) ADJ UNCH    2 0
 RF0200
 RF0200.Superseded values are not recommended for survey control.
 RF0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0200.See file dsdata.txt to determine how the superseded data were derived.
 RF0200
 RF0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM061537(NAD 83)
 RF0200_MARKER: DB = BENCH MARK DISK
 RF0200_SETTING: 80 = SET IN A BOULDER
 RF0200_SP_SET: BOULDER
 RF0200_STAMPING: AX 102 1953
 RF0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0200+STABILITY: SURFACE MOTION
 RF0200
 RF0200  HISTORY     - Date     Condition        Report By
 RF0200  HISTORY     - 1953     MONUMENTED       CGS
 RF0200
 RF0200                          STATION DESCRIPTION
 RF0200
 RF0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0200'33.2 MI W FROM ASHLAND.
 RF0200'0.3 MILE WEST ALONG STATE HIGHWAY 11 FROM THE BANGOR AND AROOSTOOK
 RF0200'RAILROAD STATION AT ASHLAND, THENCE ABOUT 0.6 MILE SOUTHWEST ALONG
 RF0200'A BLACK TOP ROAD, THENCE ABOUT 32.3 MILES WEST AND SOUTHWEST ALONG
 RF0200'A PRIVATE GRAVEL ROAD, ABOUT 0.3 MILE SOUTHWEST OF A BRIDGE OVER
 RF0200'SPRING BROOK, ABOUT 158 YARDS NORTHEAST OF THE TOP OF A STEEP
 RF0200'GRADE, 26 FEET NORTHWEST OF CENTER LINE OF ROAD, 64 FEET NORTH OF
 RF0200'CENTER OF JUNCTION OF A ROAD BYPASSING THE TOP OF STEEP GRADE TO
 RF0200'THE SOUTHEAST, IN THE TOP OF THE HIGHEST POINT OF A 3 1/2-FOOT
 RF0200'HIGH 6 BY 7 FOOT MOSTLY BURIED BOULDER AND ABOUT 5 1/2 FEET
 RF0200'ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0294 ***********************************************************************
 QG0294  DESIGNATION -  AYERS
 QG0294  PID         -  QG0294
 QG0294  STATE/COUNTY-  ME/PENOBSCOT
 QG0294  USGS QUAD   -  NINE MEADOW RIDGE (1988)
 QG0294
 QG0294                         *CURRENT SURVEY CONTROL
 QG0294  ___________________________________________________________________
 QG0294* NAD 83(1996)-  45 25 32.00631(N)    068 35 37.07159(W)     ADJUSTED  
 QG0294* NAVD 88     -       130.710  (meters)     428.84   (feet)  ADJUSTED  
 QG0294  ___________________________________________________________________
 QG0294  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 QG0294  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 QG0294  DYNAMIC HT  -         130.711 (meters)     428.84  (feet)  COMP
 QG0294  MODELED GRAV-     980,622.3   (mgal)                       NAVD 88
 QG0294
 QG0294  HORZ ORDER  -  SECOND
 QG0294  VERT ORDER  -  SECOND    CLASS 0
 QG0294
 QG0294.The horizontal coordinates were established by classical geodetic methods
 QG0294.and adjusted by the National Geodetic Survey in March 1998..
 QG0294
 QG0294.The orthometric height was determined by differential leveling
 QG0294.and adjusted by the National Geodetic Survey in June 1991..
 QG0294
 QG0294.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG0294
 QG0294.The geoid height was determined by GEOID03.
 QG0294
 QG0294.The dynamic height is computed by dividing the NAVD 88
 QG0294.geopotential number by the normal gravity value computed on the
 QG0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0294.degrees latitude (g = 980.6199 gals.).
 QG0294
 QG0294.The modeled gravity was interpolated from observed gravity values.
 QG0294
 QG0294;                    North         East     Units Scale Factor Converg.
 QG0294;SPC ME E     -   195,437.767   292,673.078   MT  0.99990066   -0 04 00.1
 QG0294;UTM  19      - 5,030,306.498   531,790.117   MT  0.99961243   +0 17 22.1
 QG0294
 QG0294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG0294!SPC ME E     -   0.99998334  x   0.99990066  =   0.99988400
 QG0294!UTM  19      -   0.99998334  x   0.99961243  =   0.99959578
 QG0294
 QG0294|---------------------------------------------------------------------|
 QG0294| PID    Reference Object                     Distance      Geod. Az  |
 QG0294|                                                           dddmmss.s |
 QG0294| QG0296 AYERS RM 1                           32.698 METERS 06208     |
 QG0294| QG1404 ROLLINS MTN LOOKOUT TOWER           APPROX.18.5 KM 1031253.8 |
 QG0294| QG0295 AYERS RM 2                           33.936 METERS 18744     |
 QG0294| QG0293 AYERS AZ MK                                        1981419.8 |
 QG0294|---------------------------------------------------------------------|
 QG0294
 QG0294                          SUPERSEDED SURVEY CONTROL
 QG0294
 QG0294  NAD 83(1992)-  45 25 32.00530(N)    068 35 37.06971(W) AD(       ) 2
 QG0294  NAD 83(1986)-  45 25 32.01177(N)    068 35 37.07608(W) AD(       ) 2
 QG0294  NAD 27      -  45 25 31.81280(N)    068 35 38.96870(W) AD(       ) 2
 QG0294  NGVD 29 (??/??/92)  130.89   (m)          429.4    (f) COMPUTED    2 0
 QG0294
 QG0294.Superseded values are not recommended for survey control.
 QG0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0294.See file dsdata.txt to determine how the superseded data were derived.
 QG0294
 QG0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL3179030306(NAD 83)
 QG0294_MARKER: DS = TRIANGULATION STATION DISK
 QG0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0294_STAMPING: AYERS 1958
 QG0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0294+STABILITY: SURFACE MOTION
 QG0294
 QG0294  HISTORY     - Date     Condition        Report By
 QG0294  HISTORY     - 1958     MONUMENTED       CGS
 QG0294  HISTORY     - 1959     GOOD             NGS
 QG0294  HISTORY     - 1981     SEE DESCRIPTION  MEDT
 QG0294
 QG0294                          STATION DESCRIPTION
 QG0294
 QG0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 QG0294'STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF LINCOLN, 6-1/2 MILES
 QG0294'NORTH OF SOUTH LINCOLN, 1 MILE SOUTHEAST OF SALLY AYERS BROOK, ON
 QG0294'THE SOUTHERLY END OF ADLEY RIDGE AND ON PROPERTY OWNED BY THE
 QG0294'I.M. PIERCE LAND CO.
 QG0294'
 QG0294'TO REACH THE STATION FROM THE INTERSECTION JUST NORTH OF THE
 QG0294'BRIDGE OVER THE PISCATAQUIS RIVER IN HOWLAND.  GO NORTHWEST ON
 QG0294'STATE HIGHWAY 116 FOR 2.3 MILES TO FORKS, TAKE RIGHT FORK AND
 QG0294'CONTINUE ON STATE HIGHWAY 116 FOR 3.9 MILES TO THE MATTAMISCONTIS
 QG0294'AND HOWLAND TOWN LINE, CONTINUE ON 116 FOR 5.7 MILES TO A SIDE
 QG0294'ROAD LEFT, TURN LEFT AND GO WESTERLY ON GRAVEL ROAD FOR 2.0
 QG0294'MILES TO A BRIDGE AND A LOCKED GATE, PASS THROUGH GATE AND
 QG0294'CONTINUE ON MAIN ROAD FOR 2.0 MILES TO A RAILROAD CROSSING,
 QG0294'CONTINUE NORTHERLY ON MAIN ROAD FOR 1.75 MILES TO A WOODS CAMP,
 QG0294'CONTINUE ON THROUGH CAMP FOR 0.1 MILE TO A FORK, TAKE RIGHT
 QG0294'FORK FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE ON
 QG0294'WOODS ROAD FOR 0.15 MILE TO THE STATION ON THE LEFT.
 QG0294'
 QG0294'STATION MARK, A STANDARD DISK STAMPED AYERS 1958, IS SET IN A
 QG0294'12 INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF
 QG0294'THE GROUND.  THE MARK IS 33 FEET NORTH-NORTHWEST OF THE CENTER OF
 QG0294'THE WOODS ROAD, 16.5 FEET NORTH-NORTHEAST OF A 1-1/2 FOOT BEECH
 QG0294'TREE AND 5 FEET SOUTH OF A WITNESS POST.
 QG0294'
 QG0294'REFERENCE MARK NUMBER 1, A STANDARD DISK STAMPED AYERS NO. 1
 QG0294'1958, IS SET IN A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS
 QG0294'2 INCHES.  THE MARK IS 15 FEET SOUTH-SOUTHEAST OF THE CENTER OF
 QG0294'THE WOODS ROAD.
 QG0294'
 QG0294'REFERENCE MARK NUMBER 2, A STANDARD DISK STAMPED AYERS NO. 2
 QG0294'1958, IS SET IN A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS
 QG0294'2 INCHES.  THE MARK IS 12 FEET SOUTH-SOUTHEAST OF THE CENTER OF
 QG0294'THE WOODS ROAD.
 QG0294'
 QG0294'AZIMUTH MARK, A STANDARD DISK STAMPED AYERS 1958, IS SET IN A
 QG0294'12 INCH SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  THE MARK
 QG0294'IS 14 FEET NORTHWEST OF THE CENTER OF THE WOODS ROAD AND 2 FEET
 QG0294'SOUTHEAST OF A WITNESS POST.
 QG0294'
 QG0294'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 QG0294
 QG0294                          STATION RECOVERY (1959)
 QG0294
 QG0294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 QG0294'17 MI NE FROM HOWLAND.
 QG0294'11.1 MILES NORTHEAST ALONG STATE HIGHWAY 116 FROM THE NORTH END
 QG0294'OF THE LARGE STATE HIGHWAY 116 BRIDGE OVER THE PISCATAQUIS RIVER
 QG0294'AT HOWLAND, THENCE 5.5 MILES NORTHWEST ALONG A GRAVELED ROAD,
 QG0294'THENCE 0.4 MILE NORTHEAST ALONG A WOODS ROAD, 0.1 MILE NORTH
 QG0294'TNENCE 0.4 MILE NORTHEAST FROM A LOGGING CAMP, ON THE SOUTH END
 QG0294'OF ADLEY RIDGE, 33 FEET NORTH-NORTHWEST OF THE CENTER LINE OF THE
 QG0294'WOODS ROAD, 16.5 FEET NORTH-NORTHEAST OF A 18 INCH BEECH TREE,
 QG0294'5 FEET SOUTH OF A WHITE METAL WITNESS POST, SET IN TOP OF A
 QG0294'CONCRETE POST AND ABOUT FLUSH WITH THE GROUND, 2 FEET ABOVE THE
 QG0294'LEVEL OF THE ROAD.
 QG0294
 QG0294                          STATION RECOVERY (1981)
 QG0294
 QG0294'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1981 (BJR)
 QG0294'AYERS - 1958 RECOVERED GOOD.
 QG0294'
 QG0294'AYERS NO. 1 - 1958 RECOVERED GOOD.
 QG0294'
 QG0294'AYERS NO. 2 - 1958 RECOVERED GOOD.
 QG0294'
 QG0294'AZ 1 - AYERS - 1958 RECOVERED GOOD.
 QG0294'
 QG0294'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6 MI. NORTHWEST
 QG0294'OF LINCOLN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0686 ***********************************************************************
 QF0686  DESIGNATION -  AYERS
 QF0686  PID         -  QF0686
 QF0686  STATE/COUNTY-  ME/WASHINGTON
 QF0686  USGS QUAD   -  RED BEACH (1949)
 QF0686
 QF0686                         *CURRENT SURVEY CONTROL
 QF0686  ___________________________________________________________________
 QF0686* NAD 83(1996)-  45 00 08.71644(N)    067 14 55.63456(W)     ADJUSTED  
 QF0686* NAVD 88     -       120.     (meters)     394.     (feet)  SCALED    
 QF0686  ___________________________________________________________________
 QF0686  LAPLACE CORR-           5.53  (seconds)                    DEFLEC99
 QF0686  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 QF0686
 QF0686  HORZ ORDER  -  THIRD
 QF0686
 QF0686.The horizontal coordinates were established by classical geodetic methods
 QF0686.and adjusted by the National Geodetic Survey in March 1998..
 QF0686
 QF0686.The orthometric height was scaled from a topographic map.
 QF0686
 QF0686.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0686
 QF0686.The geoid height was determined by GEOID03.
 QF0686
 QF0686;                    North         East     Units Scale Factor Converg.
 QF0686;SPC ME E     -   149,174.247   398,640.147   MT  1.00001960   +0 53 05.5
 QF0686;UTM  19      - 4,984,711.094   638,016.560   MT  0.99983423   +1 14 18.7
 QF0686
 QF0686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0686!SPC ME E     -   0.99998483  x   1.00001960  =   1.00000443
 QF0686!UTM  19      -   0.99998483  x   0.99983423  =   0.99981906
 QF0686
 QF0686|---------------------------------------------------------------------|
 QF0686| PID    Reference Object                     Distance      Geod. Az  |
 QF0686|                                                           dddmmss.s |
 QF0686| CE8797 AYERS RM 1                            4.456 METERS 05239     |
 QF0686| CE8798 AYERS RM 2                           10.743 METERS 12736     |
 QF0686| PD0926 OAK 1887                            APPROX. 7.8 KM 1505800.7 |
 QF0686| QF0928 BALD MTN LOOKOUT TOWER              APPROX.10.0 KM 3414027.6 |
 QF0686|---------------------------------------------------------------------|
 QF0686
 QF0686                          SUPERSEDED SURVEY CONTROL
 QF0686
 QF0686  NAD 83(1992)-  45 00 08.70666(N)    067 14 55.63482(W) AD(       ) 3
 QF0686  NAD 83(1986)-  45 00 08.70587(N)    067 14 55.63870(W) AD(       ) 3
 QF0686  NAD 27      -  45 00 08.42000(N)    067 14 57.68400(W) AD(       ) 3
 QF0686
 QF0686.Superseded values are not recommended for survey control.
 QF0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0686.See file dsdata.txt to determine how the superseded data were derived.
 QF0686
 QF0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK3801784711(NAD 83)
 QF0686_MARKER: DS = TRIANGULATION STATION DISK
 QF0686_SETTING: 66 = SET IN ROCK OUTCROP
 QF0686_SP_SET: PARTIALLY EXPOSED BEDROCK
 QF0686
 QF0686  HISTORY     - Date     Condition        Report By
 QF0686  HISTORY     - 1946     MONUMENTED       CGS
 QF0686
 QF0686                          STATION DESCRIPTION
 QF0686
 QF0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAG)
 QF0686'ABOUT 5.5 MILES NW OF PEMBROKE, 1.4 MILES NW OF AYERS JUNCTION, 1.2
 QF0686'MILES E OF BLANCHARD CORNER, 0.3 MILE SW OF THE SW SHORE OF
 QF0686'PENNAMAQUAN LAKE, ON A BARE KNOB ON THE NE SIDE OF THE PROMINENT
 QF0686'HILL KNOWN AS MT TOM.  THE KNOB ON WHICH THE STATION IS LOCATED IS
 QF0686'ABOUT 1/4 MILE NNE OF THE SUMMIT OF MT TOM, SOMEWHAT LOWER IN
 QF0686'ELEVATION, AND SEPARATED FROM THE SUMMIT BY A PRONOUNCED SADDLE.
 QF0686'THE STATION IS ON THE SUMMIT OF THIS KNOB, ABOUT 65 METERS SE OF A
 QF0686'PROMINENT, LONE BOULDER.
 QF0686'
 QF0686'TO REACH THE STATION, FOLLOW HIGHWAY 214 FOR 1/2 MILE NW OF AYERS
 QF0686'JUNCTION, THENCE N UP A HILL 0.4 MILE TO A SIDE ROAD NW, THENCE NW
 QF0686'0.5 MILE TO FARM BUILDINGS ON SUMMIT OF MT TOM.  SITE OF STATION
 QF0686'AND BOULDER ARE VISIBLE FROM THE FARMHOUSE.
 QF0686'
 QF0686'STATION MARK IS A BRONZE STATION DISK SET IN A DRILL HOLE IN BEDROCK.
 QF0686'REFERENCES ARE STANDARD REFERENCE DISKS SET IN DRILL HOLES IN THE
 QF0686'LEDGE.  REFERENCE 1 IS NE AND 3 FEET LOWER THAN STATION, AND
 QF0686'REFERENCE 2 IS SE OF STATION, ON APPROXIMATELY SAME ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0293 ***********************************************************************
 QG0293  DESIGNATION -  AYERS AZ MK
 QG0293  PID         -  QG0293
 QG0293  STATE/COUNTY-  ME/PENOBSCOT
 QG0293  USGS QUAD   -  NINE MEADOW RIDGE (1988)
 QG0293
 QG0293                         *CURRENT SURVEY CONTROL
 QG0293  ___________________________________________________________________
 QG0293* NAD 83(1986)-  45 25 33.     (N)    068 35 46.     (W)     SCALED    
 QG0293* NAVD 88     -       126.092  (meters)     413.69   (feet)  ADJUSTED  
 QG0293  ___________________________________________________________________
 QG0293  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 QG0293  DYNAMIC HT  -         126.093 (meters)     413.69  (feet)  COMP
 QG0293  MODELED GRAV-     980,622.4   (mgal)                       NAVD 88
 QG0293
 QG0293  VERT ORDER  -  SECOND    CLASS 0
 QG0293
 QG0293.The horizontal coordinates were scaled from a topographic map and have
 QG0293.an estimated accuracy of +/- 6 seconds.
 QG0293
 QG0293.The orthometric height was determined by differential leveling
 QG0293.and adjusted by the National Geodetic Survey in June 1991..
 QG0293
 QG0293.The geoid height was determined by GEOID03.
 QG0293
 QG0293.The dynamic height is computed by dividing the NAVD 88
 QG0293.geopotential number by the normal gravity value computed on the
 QG0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0293.degrees latitude (g = 980.6199 gals.).
 QG0293
 QG0293.The modeled gravity was interpolated from observed gravity values.
 QG0293
 QG0293;                    North         East    Units  Estimated Accuracy
 QG0293;SPC ME E     -   195,470.      292,480.      MT  (+/- 180 meters Scaled)
 QG0293
 QG0293                          SUPERSEDED SURVEY CONTROL
 QG0293
 QG0293  NGVD 29 (??/??/92)  126.27   (m)          414.3    (f) COMPUTED    2 0
 QG0293
 QG0293.Superseded values are not recommended for survey control.
 QG0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0293.See file dsdata.txt to determine how the superseded data were derived.
 QG0293
 QG0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL315303(NAD 83)
 QG0293_MARKER: DZ = AZIMUTH MARK DISK
 QG0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0293_STAMPING: AYERS 1958
 QG0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0293+STABILITY: SURFACE MOTION
 QG0293
 QG0293  HISTORY     - Date     Condition        Report By
 QG0293  HISTORY     - 1958     MONUMENTED       CGS
 QG0293  HISTORY     - 1959     GOOD             NGS
 QG0293
 QG0293                          STATION DESCRIPTION
 QG0293
 QG0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QG0293'16.9 MI NE FROM HOWLAND.
 QG0293'11.1 MILES NORTHEAST ALONG STATE HIGHWAY 116 FROM THE NORTH END
 QG0293'OF THE LARGE STATE HIGHWAY 116 BRIDGE OVER THE PISCATAQUIS RIVER
 QG0293'AT HOWLAND, THENCE 5.5 MILES NORTHWEST ALONG A GRAVELED ROAD,
 QG0293'THENCE 0.3 MILE NORTHEAST ALONG A WOODS ROAD, 0.1 MILE NORTH
 QG0293'THENCE 0.3 MILE NORTHEAST FROM A LOGGING CAMP, 15 FEET
 QG0293'WEST-NORTHWEST OF CENTER LINE OF WOODS ROAD, 21 FEET NORTHEAST
 QG0293'OF A 12 INCH MAPLE TREE, 2.2 FEET SOUTHEAST OF WHITE METAL
 QG0293'WITNESS POST, 2 FEET ABOVE THE LEVEL OF THE ROAD, SET IN TOP OF
 QG0293'A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0296 ***********************************************************************
 QG0296  DESIGNATION -  AYERS RM 1
 QG0296  PID         -  QG0296
 QG0296  STATE/COUNTY-  ME/PENOBSCOT
 QG0296  USGS QUAD   -  NINE MEADOW RIDGE (1988)
 QG0296
 QG0296                         *CURRENT SURVEY CONTROL
 QG0296  ___________________________________________________________________
 QG0296* NAD 83(1986)-  45 25 31.     (N)    068 35 37.     (W)     SCALED    
 QG0296* NAVD 88     -       129.568  (meters)     425.09   (feet)  ADJUSTED  
 QG0296  ___________________________________________________________________
 QG0296  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 QG0296  DYNAMIC HT  -         129.569 (meters)     425.09  (feet)  COMP
 QG0296  MODELED GRAV-     980,622.3   (mgal)                       NAVD 88
 QG0296
 QG0296  VERT ORDER  -  SECOND    CLASS 0
 QG0296
 QG0296.The horizontal coordinates were scaled from a topographic map and have
 QG0296.an estimated accuracy of +/- 6 seconds.
 QG0296
 QG0296.The orthometric height was determined by differential leveling
 QG0296.and adjusted by the National Geodetic Survey in June 1991..
 QG0296
 QG0296.The geoid height was determined by GEOID03.
 QG0296
 QG0296.The dynamic height is computed by dividing the NAVD 88
 QG0296.geopotential number by the normal gravity value computed on the
 QG0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0296.degrees latitude (g = 980.6199 gals.).
 QG0296
 QG0296.The modeled gravity was interpolated from observed gravity values.
 QG0296
 QG0296;                    North         East    Units  Estimated Accuracy
 QG0296;SPC ME E     -   195,410.      292,680.      MT  (+/- 180 meters Scaled)
 QG0296
 QG0296                          SUPERSEDED SURVEY CONTROL
 QG0296
 QG0296  NGVD 29 (??/??/92)  129.748  (m)          425.68   (f) ADJ UNCH    2 0
 QG0296
 QG0296.Superseded values are not recommended for survey control.
 QG0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0296.See file dsdata.txt to determine how the superseded data were derived.
 QG0296
 QG0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL317302(NAD 83)
 QG0296_MARKER: DR = REFERENCE MARK DISK
 QG0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0296_STAMPING: AYERS NO 1 1958
 QG0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0296+STABILITY: SURFACE MOTION
 QG0296
 QG0296  HISTORY     - Date     Condition        Report By
 QG0296  HISTORY     - 1958     MONUMENTED       CGS
 QG0296  HISTORY     - 1959     GOOD             NGS
 QG0296
 QG0296                          STATION DESCRIPTION
 QG0296
 QG0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QG0296'17 MI NE FROM HOWLAND.
 QG0296'11.1 MILES NORTHEAST ALONG STATE HIGHWAY 116 FROM THE NORTH END
 QG0296'OF THE LARGE STATE HIGHWAY 116 BRIDGE OVER THE PISCATAQUIS RIVER
 QG0296'AT HOWLAND, THENCE 5.5 MILES NORTHWEST ALONG A GRAVELED ROAD,
 QG0296'THENCE 0.4 MILE NORTHEAST ALONG A WOODS ROAD, NEAR THE SOUTH
 QG0296'END OF ADLEY RIDGE, 107.3 FEET NORTHEAST AND ACROSS THE ROAD
 QG0296'FROM THE STATION, 15 FEET SOUTH-SOUTHEAST OF THE CENTER LINE
 QG0296'OF THE WOODS ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING
 QG0296'3 INCHES ABOVE THE GROUND AND ABOUT LEVEL WITH THE WOODS ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0295 ***********************************************************************
 QG0295  DESIGNATION -  AYERS RM 2
 QG0295  PID         -  QG0295
 QG0295  STATE/COUNTY-  ME/PENOBSCOT
 QG0295  USGS QUAD   -  NINE MEADOW RIDGE (1988)
 QG0295
 QG0295                         *CURRENT SURVEY CONTROL
 QG0295  ___________________________________________________________________
 QG0295* NAD 83(1986)-  45 25 31.     (N)    068 35 37.     (W)     SCALED    
 QG0295* NAVD 88     -       129.699  (meters)     425.52   (feet)  ADJUSTED  
 QG0295  ___________________________________________________________________
 QG0295  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 QG0295  DYNAMIC HT  -         129.700 (meters)     425.52  (feet)  COMP
 QG0295  MODELED GRAV-     980,622.3   (mgal)                       NAVD 88
 QG0295
 QG0295  VERT ORDER  -  SECOND    CLASS 0
 QG0295
 QG0295.The horizontal coordinates were scaled from a topographic map and have
 QG0295.an estimated accuracy of +/- 6 seconds.
 QG0295
 QG0295.The orthometric height was determined by differential leveling
 QG0295.and adjusted by the National Geodetic Survey in June 1991..
 QG0295
 QG0295.The geoid height was determined by GEOID03.
 QG0295
 QG0295.The dynamic height is computed by dividing the NAVD 88
 QG0295.geopotential number by the normal gravity value computed on the
 QG0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0295.degrees latitude (g = 980.6199 gals.).
 QG0295
 QG0295.The modeled gravity was interpolated from observed gravity values.
 QG0295
 QG0295;                    North         East    Units  Estimated Accuracy
 QG0295;SPC ME E     -   195,410.      292,680.      MT  (+/- 180 meters Scaled)
 QG0295
 QG0295                          SUPERSEDED SURVEY CONTROL
 QG0295
 QG0295  NGVD 29 (??/??/92)  129.879  (m)          426.11   (f) ADJ UNCH    2 0
 QG0295
 QG0295.Superseded values are not recommended for survey control.
 QG0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0295.See file dsdata.txt to determine how the superseded data were derived.
 QG0295
 QG0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL317302(NAD 83)
 QG0295_MARKER: DR = REFERENCE MARK DISK
 QG0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0295_STAMPING: AYERS NO 2 1958
 QG0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0295+STABILITY: SURFACE MOTION
 QG0295
 QG0295  HISTORY     - Date     Condition        Report By
 QG0295  HISTORY     - 1958     MONUMENTED       CGS
 QG0295  HISTORY     - 1959     GOOD             NGS
 QG0295
 QG0295                          STATION DESCRIPTION
 QG0295
 QG0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QG0295'17 MI NE FROM HOWLAND.
 QG0295'11.1 MILES NORTHEAST ALONG STATE HIGHWAY 116 FROM THE NORTH END
 QG0295'OF THE LARGE STATE HIGHWAY 116 BRIDGE OVER THE PISCATAQUIS RIVER
 QG0295'AT HOWLAND, THENCE 5.5 MILES NORTHWEST ALONG A GRAVELED ROAD,
 QG0295'THENCE 0.4 MILE NORTHEAST ALONG A WOODS ROAD, NEAR THE SOUTH END
 QG0295'OF ADLEY RIDGE, 111.3 FEET SOUTH OF THE STATION, 13 FEET
 QG0295'SOUTH-SOUTHEAST OF THE CENTER LINE OF THE ROAD, SET IN THE
 QG0295'TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND AND
 QG0295'ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0895 ***********************************************************************
 PF0895  DESIGNATION -  AZISCOOS
 PF0895  PID         -  PF0895
 PF0895  STATE/COUNTY-  ME/OXFORD
 PF0895  USGS QUAD   -  WILSONS MILLS (1989)
 PF0895
 PF0895                         *CURRENT SURVEY CONTROL
 PF0895  ___________________________________________________________________
 PF0895* NAD 83(1996)-  44 54 50.97392(N)    071 00 06.58694(W)     ADJUSTED  
 PF0895* NAVD 88     -       980.     (meters)    3215.     (feet)  SCALED    
 PF0895  ___________________________________________________________________
 PF0895  LAPLACE CORR-           4.57  (seconds)                    DEFLEC99
 PF0895  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 PF0895
 PF0895  HORZ ORDER  -  THIRD
 PF0895
 PF0895.The horizontal coordinates were established by classical geodetic methods
 PF0895.and adjusted by the National Geodetic Survey in March 1998..
 PF0895
 PF0895.The orthometric height was scaled from a topographic map.
 PF0895
 PF0895.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF0895
 PF0895.The geoid height was determined by GEOID03.
 PF0895
 PF0895;                    North         East     Units Scale Factor Converg.
 PF0895;SPC ME W     -   231,531.785   834,053.974   MT  1.00002012   -0 35 22.9
 PF0895;UTM  19      - 4,975,363.989   341,989.648   MT  0.99990702   -1 24 49.2
 PF0895
 PF0895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF0895!SPC ME W     -   0.99985049  x   1.00002012  =   0.99987060
 PF0895!UTM  19      -   0.99985049  x   0.99990702  =   0.99975752
 PF0895
 PF0895:                Primary Azimuth Mark                     Grid Az
 PF0895:SPC ME W     -  SAWYER                                   031 54 58.8
 PF0895:UTM  19      -  SAWYER                                   032 44 25.1
 PF0895
 PF0895|---------------------------------------------------------------------|
 PF0895| PID    Reference Object                     Distance      Geod. Az  |
 PF0895|                                                           dddmmss.s |
 PF0895| QH0308 SAWYER                              APPROX.11.8 KM 0311935.9 |
 PF0895| QH0307 KENNEBAGO LOT                       APPROX.26.0 KM 0341246.8 |
 PF0895| PF0900 BLACK 1925                          APPROX.31.8 KM 1925607.8 |
 PF0895|---------------------------------------------------------------------|
 PF0895
 PF0895                          SUPERSEDED SURVEY CONTROL
 PF0895
 PF0895  NAD 83(1992)-  44 54 50.97390(N)    071 00 06.58580(W) AD(       ) 3
 PF0895  NAD 83(1992)-  44 54 50.97751(N)    071 00 06.58238(W) AD(       ) 3
 PF0895  NAD 83(1986)-  44 54 50.97848(N)    071 00 06.58560(W) AD(       ) 3
 PF0895  NAD 27      -  44 54 50.81356(N)    071 00 08.33434(W) AD(       ) 3
 PF0895
 PF0895.Superseded values are not recommended for survey control.
 PF0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0895.See file dsdata.txt to determine how the superseded data were derived.
 PF0895
 PF0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK4199075364(NAD 83)
 PF0895_MARKER: DD = SURVEY DISK
 PF0895_SETTING: 0 = UNSPECIFIED SETTING
 PF0895_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PF0895
 PF0895  HISTORY     - Date     Condition        Report By
 PF0895  HISTORY     - 1925     MONUMENTED       USGS
 PF0895
 PF0895                          STATION DESCRIPTION
 PF0895
 PF0895'DESCRIBED BY US GEOLOGICAL SURVEY 1925
 PF0895'LOCATED IN S. PART OF LINCOLN PLANTATION, MAINE, ON SW. SUMMIT OF
 PF0895'AZISCOOS MOUNTAIN.  THE MOUNTAIN IS ABOUT 2.5 MI SW. OF AZISCOOS DAM
 PF0895'AND ABOUT 1.5 MI E. OF HWY.  THE MOUNTAIN HAS TWO SUMMITS, THE SW. ONE
 PF0895'BEING SLIGHTLY HIGHER, BUT WOODED, UPON WHICH STANDS A 40-FT STEEL
 PF0895'FIRE LOOKOUT TOWER.  THE NE.  SUMMIT IS OPEN LEDGE, UPON WHICH STANDS
 PF0895'AN OBSERVATION CABIN.  THE STEEL TOWER WAS OCCUPIED, AND IS THE
 PF0895'PRIMARY STATION.  THE CABIN ON THE LOWER SUMMIT WAS INTERSECTED AS A
 PF0895'SECONDARY POSITION BUT IT MAY BE MOST CONVENIENTLY OCCUPIED.  A TRAIL
 PF0895'LEADS UP THE MOUNTAIN FROM THE AZISCOOS HOUSE AND FORKS NEAR THE
 PF0895'SUMMIT - ONE FORK LEADING TO EACH SUMMIT.  THE TIME REQUIRED TO
 PF0895'CLIMB FROM THE HWY. TO SUMMIT IS ABOUT 1.5 HOURS.
 PF0895'
 PF0895'STATION MARK, STANDARD DISK SET UNDER CENTER OF TOWER.
 PF0895'
 PF0895'INSTRUMENT AND TOWER CENTERED OVER STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0014 ***********************************************************************
 QH0014  DESIGNATION -  B 1
 QH0014  PID         -  QH0014
 QH0014  STATE/COUNTY-  ME/SOMERSET
 QH0014  USGS QUAD   -  LONG POND (1989)
 QH0014
 QH0014                         *CURRENT SURVEY CONTROL
 QH0014  ___________________________________________________________________
 QH0014* NAD 83(1986)-  45 36 43.     (N)    070 03 27.     (W)     SCALED    
 QH0014* NAVD 88     -       356.244  (meters)    1168.78   (feet)  ADJUSTED  
 QH0014  ___________________________________________________________________
 QH0014  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 QH0014  DYNAMIC HT  -         356.230 (meters)    1168.73  (feet)  COMP
 QH0014  MODELED GRAV-     980,566.2   (mgal)                       NAVD 88
 QH0014
 QH0014  VERT ORDER  -  FIRST     CLASS II
 QH0014
 QH0014.The horizontal coordinates were scaled from a topographic map and have
 QH0014.an estimated accuracy of +/- 6 seconds.
 QH0014
 QH0014.The orthometric height was determined by differential leveling
 QH0014.and adjusted by the National Geodetic Survey in June 1991..
 QH0014
 QH0014.The geoid height was determined by GEOID03.
 QH0014
 QH0014.The dynamic height is computed by dividing the NAVD 88
 QH0014.geopotential number by the normal gravity value computed on the
 QH0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QH0014.degrees latitude (g = 980.6199 gals.).
 QH0014
 QH0014.The modeled gravity was interpolated from observed gravity values.
 QH0014
 QH0014;                    North         East    Units  Estimated Accuracy
 QH0014;SPC ME W     -   308,750.      908,520.      MT  (+/- 180 meters Scaled)
 QH0014
 QH0014                          SUPERSEDED SURVEY CONTROL
 QH0014
 QH0014  NGVD 29 (??/??/92)  356.399  (m)         1169.29   (f) ADJ UNCH    1 2
 QH0014
 QH0014.Superseded values are not recommended for survey control.
 QH0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0014.See file dsdata.txt to determine how the superseded data were derived.
 QH0014
 QH0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL175514(NAD 83)
 QH0014_MARKER: DB = BENCH MARK DISK
 QH0014_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QH0014_SP_SET: ABUTMENT
 QH0014_STAMPING: ELEV 1169.286 FT B 1 1916
 QH0014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QH0014
 QH0014  HISTORY     - Date     Condition        Report By
 QH0014  HISTORY     - 1916     MONUMENTED       CGS
 QH0014  HISTORY     - 1934     GOOD             NGS
 QH0014  HISTORY     - 1978     GOOD             NGS
 QH0014
 QH0014                          STATION DESCRIPTION
 QH0014
 QH0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1916
 QH0014'1.5 MI SE FROM LONG POND.
 QH0014'1.5 MILES SOUTHEAST ALONG THE CANADIAN PACIFIC RAILWAY FROM LONG
 QH0014'POND, SOMERSET COUNTY, NEAR MILEAGE 63.5, AT THE BRIDGE OVER
 QH0014'PARLIN STREAM, AND IN THE TOP OF THE NORTHEAST END OF THE
 QH0014'SOUTHEAST ABUTMENT.  A STANDARD DISK, STAMPED ELEV 1169.286 FT
 QH0014'B 1 1916.
 QH0014
 QH0014                          STATION RECOVERY (1934)
 QH0014
 QH0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QH0014'RECOVERED IN GOOD CONDITION.
 QH0014
 QH0014                          STATION RECOVERY (1978)
 QH0014
 QH0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QH0014'0.5 MILES SOUTHEAST ALONG STATE HIGHWAY 6 FROM ITS JUNCTION WITH
 QH0014'THE CANADIAN PACIFIC RAILWAY, THENCE 9.0 MILES EAST ALONG STATE
 QH0014'HIGHWAY 6 TO BENCH MARK L 181, THENCE 0.05 MILES NORTHEAST CROSS
 QH0014'COUNTRY TO THE RAILROAD TRACKS, THENCE 0.9 MILES EAST ALONG THE
 QH0014'TRACKS, SET IN TOP OF THE NORTH END OF THE NORTHEAST ABUTMENT OF
 QH0014'A RAILROAD BRIDGE OVER PARLIN STREAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1587 ***********************************************************************
 OC1587  DESIGNATION -  B 1 BLAIR 1941
 OC1587  PID         -  OC1587
 OC1587  STATE/COUNTY-  ME/CUMBERLAND
 OC1587  USGS QUAD   -  CAPE ELIZABETH (1975)
 OC1587
 OC1587                         *CURRENT SURVEY CONTROL
 OC1587  ___________________________________________________________________
 OC1587* NAD 83(1996)-  43 37 15.42280(N)    070 12 46.63166(W)     ADJUSTED  
 OC1587* NAVD 88     -        21.     (meters)      69.     (feet)  SCALED    
 OC1587  ___________________________________________________________________
 OC1587  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 OC1587  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 OC1587
 OC1587  HORZ ORDER  -  THIRD
 OC1587
 OC1587.The horizontal coordinates were established by classical geodetic methods
 OC1587.and adjusted by the National Geodetic Survey in March 1998..
 OC1587
 OC1587.The orthometric height was scaled from a topographic map.
 OC1587
 OC1587.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1587
 OC1587.The geoid height was determined by GEOID03.
 OC1587
 OC1587;                    North         East     Units Scale Factor Converg.
 OC1587;SPC ME W     -    87,500.189   896,264.101   MT  0.99996684   -0 01 55.0
 OC1587;UTM  19      - 4,830,488.787   402,135.211   MT  0.99971780   -0 50 12.7
 OC1587
 OC1587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1587!SPC ME W     -   1.00000083  x   0.99996684  =   0.99996767
 OC1587!UTM  19      -   1.00000083  x   0.99971780  =   0.99971863
 OC1587
 OC1587                          SUPERSEDED SURVEY CONTROL
 OC1587
 OC1587  NAD 83(1992)-  43 37 15.42102(N)    070 12 46.63264(W) AD(       ) 4
 OC1587  NAD 83(1986)-  43 37 15.42640(N)    070 12 46.63885(W) AD(       ) 4
 OC1587  NAD 27      -  43 37 15.11900(N)    070 12 48.48600(W) AD(       ) 3
 OC1587
 OC1587.Superseded values are not recommended for survey control.
 OC1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1587.See file dsdata.txt to determine how the superseded data were derived.
 OC1587
 OC1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0213530489(NAD 83)
 OC1587
 OC1587  HISTORY     - Date     Condition        Report By
 OC1587  HISTORY     - 1941     MONUMENTED       CGS
 OC1587
 OC1587                          STATION DESCRIPTION
 OC1587
 OC1587'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1587'STATION IS LOCATED AT FORT WILLIAMS, IN THE COMBINE STATION
 OC1587'HOUSE.  IT IS THE CENTER OF THE FIRST INSTRUMENT IN THE RIGHT (E)
 OC1587'ROOM LOOKING TO SEAWARD.  INSTRUMENT CENTER WAS PROJECTED ON
 OC1587'THE ROOF, THEREFORE, NO PERMANENT MARK WAS ESTABLISHED.
 OC1587'
 OC1587'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1697 ***********************************************************************
 OC1697  DESIGNATION -  B 1 BOWDOIN 1941
 OC1697  PID         -  OC1697
 OC1697  STATE/COUNTY-  ME/CUMBERLAND
 OC1697  USGS QUAD   -  PORTLAND EAST (1975)
 OC1697
 OC1697                         *CURRENT SURVEY CONTROL
 OC1697  ___________________________________________________________________
 OC1697* NAD 83(1996)-  43 38 45.06340(N)    070 11 30.30834(W)     ADJUSTED  
 OC1697* NAVD 88     -        34.     (meters)     112.     (feet)  SCALED    
 OC1697  ___________________________________________________________________
 OC1697  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 OC1697  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 OC1697
 OC1697  HORZ ORDER  -  THIRD
 OC1697
 OC1697.The horizontal coordinates were established by classical geodetic methods
 OC1697.and adjusted by the National Geodetic Survey in March 1998..
 OC1697
 OC1697.The orthometric height was scaled from a topographic map.
 OC1697
 OC1697.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1697
 OC1697.The geoid height was determined by GEOID03.
 OC1697
 OC1697;                    North         East     Units Scale Factor Converg.
 OC1697;SPC ME W     -    90,265.897   897,976.114   MT  0.99996672   -0 01 02.3
 OC1697;UTM  19      - 4,833,229.477   403,885.477   MT  0.99971363   -0 49 21.4
 OC1697
 OC1697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1697!SPC ME W     -   0.99999879  x   0.99996672  =   0.99996551
 OC1697!UTM  19      -   0.99999879  x   0.99971363  =   0.99971242
 OC1697
 OC1697                          SUPERSEDED SURVEY CONTROL
 OC1697
 OC1697  NAD 83(1992)-  43 38 45.06159(N)    070 11 30.30919(W) AD(       ) 4
 OC1697  NAD 83(1986)-  43 38 45.06763(N)    070 11 30.31470(W) AD(       ) 4
 OC1697  NAD 27      -  43 38 44.76600(N)    070 11 32.15300(W) AD(       ) 3
 OC1697
 OC1697.Superseded values are not recommended for survey control.
 OC1697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1697.See file dsdata.txt to determine how the superseded data were derived.
 OC1697
 OC1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0388533229(NAD 83)
 OC1697
 OC1697  HISTORY     - Date     Condition        Report By
 OC1697  HISTORY     - 1941     MONUMENTED       CGS
 OC1697
 OC1697                          STATION DESCRIPTION
 OC1697
 OC1697'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1697'STATION IS LOCATED AT FORT LEVETT, AT BATTERY BOWDOIN.  IT IS THE
 OC1697'INSTRUMENT CENTER OF THE OBSERVING INSTRUMENT FOR BATTERY
 OC1697'BOWDOIN.  CENTER OF INSTRUMENT WAS PROJECTED ON THE ROOF,
 OC1697'THEREFORE, NO PERMANENT MARK WAS ESTABLISHED.
 OC1697'
 OC1697'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1764 ***********************************************************************
 OC1764  DESIGNATION -  B 1 CHASE 1941
 OC1764  PID         -  OC1764
 OC1764  STATE/COUNTY-  ME/CUMBERLAND
 OC1764  USGS QUAD   -  PORTLAND EAST (1975)
 OC1764
 OC1764                         *CURRENT SURVEY CONTROL
 OC1764  ___________________________________________________________________
 OC1764* NAD 83(1996)-  43 38 45.87694(N)    070 11 29.17907(W)     ADJUSTED  
 OC1764* NAVD 88     -        34.     (meters)     112.     (feet)  SCALED    
 OC1764  ___________________________________________________________________
 OC1764  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 OC1764  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 OC1764
 OC1764  HORZ ORDER  -  THIRD
 OC1764
 OC1764.The horizontal coordinates were established by classical geodetic methods
 OC1764.and adjusted by the National Geodetic Survey in March 1998..
 OC1764
 OC1764.The orthometric height was scaled from a topographic map.
 OC1764
 OC1764.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1764
 OC1764.The geoid height was determined by GEOID03.
 OC1764
 OC1764;                    North         East     Units Scale Factor Converg.
 OC1764;SPC ME W     -    90,290.996   898,001.429   MT  0.99996672   -0 01 01.6
 OC1764;UTM  19      - 4,833,254.212   403,911.136   MT  0.99971357   -0 49 20.6
 OC1764
 OC1764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1764!SPC ME W     -   0.99999879  x   0.99996672  =   0.99996551
 OC1764!UTM  19      -   0.99999879  x   0.99971357  =   0.99971236
 OC1764
 OC1764                          SUPERSEDED SURVEY CONTROL
 OC1764
 OC1764  NAD 83(1992)-  43 38 45.87512(N)    070 11 29.17991(W) AD(       ) 4
 OC1764  NAD 83(1986)-  43 38 45.88116(N)    070 11 29.18542(W) AD(       ) 4
 OC1764  NAD 27      -  43 38 45.58000(N)    070 11 31.02400(W) AD(       ) 3
 OC1764
 OC1764.Superseded values are not recommended for survey control.
 OC1764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1764.See file dsdata.txt to determine how the superseded data were derived.
 OC1764
 OC1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0391133254(NAD 83)
 OC1764
 OC1764  HISTORY     - Date     Condition        Report By
 OC1764  HISTORY     - 1941     MONUMENTED       CGS
 OC1764
 OC1764                          STATION DESCRIPTION
 OC1764
 OC1764'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1764'STATION IS LOCATED AT FORT LEVETT, ON THE MOST NE PART OF
 OC1764'CUSHING ISLAND, AT WHITEHEAD POINT.  IT IS THE INSTRUMENT CENTER
 OC1764'OF THE LEFT (NE) LOOKING TO SEAWARD, OF TWO INSTRUMENTS IN ONE
 OC1764'BUILDING.  INSTRUMENT CENTER WAS PROJECTED ON THE ROOF, THEREFORE,
 OC1764'NO PERMANENT MARK WAS ESTABLISHED.
 OC1764'
 OC1764'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1738 ***********************************************************************
 OC1738  DESIGNATION -  B 1 FERGUSON 1941
 OC1738  PID         -  OC1738
 OC1738  STATE/COUNTY-  ME/CUMBERLAND
 OC1738  USGS QUAD   -  PORTLAND EAST (1975)
 OC1738
 OC1738                         *CURRENT SURVEY CONTROL
 OC1738  ___________________________________________________________________
 OC1738* NAD 83(1996)-  43 38 18.19900(N)    070 12 09.40379(W)     ADJUSTED  
 OC1738* NAVD 88     -        30.     (meters)      98.     (feet)  SCALED    
 OC1738  ___________________________________________________________________
 OC1738  LAPLACE CORR-           3.02  (seconds)                    DEFLEC99
 OC1738  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 OC1738
 OC1738  HORZ ORDER  -  THIRD
 OC1738
 OC1738.The horizontal coordinates were established by classical geodetic methods
 OC1738.and adjusted by the National Geodetic Survey in March 1998..
 OC1738
 OC1738.The orthometric height was scaled from a topographic map.
 OC1738
 OC1738.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1738
 OC1738.The geoid height was determined by GEOID03.
 OC1738
 OC1738;                    North         East     Units Scale Factor Converg.
 OC1738;SPC ME W     -    89,437.142   897,099.593   MT  0.99996677   -0 01 29.3
 OC1738;UTM  19      - 4,832,413.328   402,997.620   MT  0.99971574   -0 49 48.0
 OC1738
 OC1738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1738!SPC ME W     -   0.99999942  x   0.99996677  =   0.99996619
 OC1738!UTM  19      -   0.99999942  x   0.99971574  =   0.99971516
 OC1738
 OC1738                          SUPERSEDED SURVEY CONTROL
 OC1738
 OC1738  NAD 83(1992)-  43 38 18.19721(N)    070 12 09.40466(W) AD(       ) 4
 OC1738  NAD 83(1986)-  43 38 18.20324(N)    070 12 09.41024(W) AD(       ) 4
 OC1738  NAD 27      -  43 38 17.90000(N)    070 12 11.25800(W) AD(       ) 3
 OC1738
 OC1738.Superseded values are not recommended for survey control.
 OC1738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1738.See file dsdata.txt to determine how the superseded data were derived.
 OC1738
 OC1738_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0299832413(NAD 83)
 OC1738
 OC1738  HISTORY     - Date     Condition        Report By
 OC1738  HISTORY     - 1941     MONUMENTED       CGS
 OC1738
 OC1738                          STATION DESCRIPTION
 OC1738
 OC1738'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1738'STATION IS LOCATED AT FORT LEVETT IN A SMALL OBSERVING BUILDING
 OC1738'LOCATED AT BATTERY FERGUSON.  IT IS THE CENTER OF THE LEFT (NE)
 OC1738'INSTRUMENT OF TWO INSTRUMENTS LOOKING TO SEAWARD.  INSTRUMENT
 OC1738'CENTER WAS PROJECTED ON THE ROOF, THEREFORE, NO PERMANENT MARK WAS
 OC1738'ESTABLISHED.
 OC1738'
 OC1738'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1578 ***********************************************************************
 OC1578  DESIGNATION -  B 1 FOORE 1941
 OC1578  PID         -  OC1578
 OC1578  STATE/COUNTY-  ME/CUMBERLAND
 OC1578  USGS QUAD   -  CAPE ELIZABETH (1975)
 OC1578
 OC1578                         *CURRENT SURVEY CONTROL
 OC1578  ___________________________________________________________________
 OC1578* NAD 83(1996)-  43 34 44.82969(N)    070 12 48.29415(W)     ADJUSTED  
 OC1578* NAVD 88     -        37.     (meters)     121.     (feet)  SCALED    
 OC1578  ___________________________________________________________________
 OC1578  LAPLACE CORR-           2.30  (seconds)                    DEFLEC99
 OC1578  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 OC1578
 OC1578  HORZ ORDER  -  THIRD
 OC1578
 OC1578.The horizontal coordinates were established by classical geodetic methods
 OC1578.and adjusted by the National Geodetic Survey in March 1998..
 OC1578
 OC1578.The orthometric height was scaled from a topographic map.
 OC1578
 OC1578.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1578
 OC1578.The geoid height was determined by GEOID03.
 OC1578
 OC1578;                    North         East     Units Scale Factor Converg.
 OC1578;SPC ME W     -    82,852.708   896,224.213   MT  0.99996684   -0 01 56.0
 OC1578;UTM  19      - 4,825,843.481   402,030.089   MT  0.99971806   -0 50 11.5
 OC1578
 OC1578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1578!SPC ME W     -   0.99999831  x   0.99996684  =   0.99996515
 OC1578!UTM  19      -   0.99999831  x   0.99971806  =   0.99971637
 OC1578
 OC1578                          SUPERSEDED SURVEY CONTROL
 OC1578
 OC1578  NAD 83(1992)-  43 34 44.82794(N)    070 12 48.29531(W) AD(       ) 4
 OC1578  NAD 83(1986)-  43 34 44.83394(N)    070 12 48.30090(W) AD(       ) 4
 OC1578  NAD 27      -  43 34 44.52400(N)    070 12 50.15000(W) AD(       ) 3
 OC1578
 OC1578.Superseded values are not recommended for survey control.
 OC1578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1578.See file dsdata.txt to determine how the superseded data were derived.
 OC1578
 OC1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0203025843(NAD 83)
 OC1578
 OC1578  HISTORY     - Date     Condition        Report By
 OC1578  HISTORY     - 1941     MONUMENTED       CGS
 OC1578
 OC1578                          STATION DESCRIPTION
 OC1578
 OC1578'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1578'STATION IS LOCATED ON THE TIMBERED SUMMIT OF BLUE HILL, ABOUT
 OC1578'1.1 MI. NW OF CAPE ELIZABETH LIGHTHOUSE, 0.25 MI. W OF THE EACH,
 OC1578'IN A 90-FT. STEEL U.S. ARMY OBSERVATION TOWER.  NO PERMANENT
 OC1578'MARK WAS ESTABLISHED.
 OC1578'
 OC1578'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1700 ***********************************************************************
 OC1700  DESIGNATION -  B 1 HONEYCUTT 1941
 OC1700  PID         -  OC1700
 OC1700  STATE/COUNTY-  ME/CUMBERLAND
 OC1700  USGS QUAD   -  PORTLAND EAST (1975)
 OC1700
 OC1700                         *CURRENT SURVEY CONTROL
 OC1700  ___________________________________________________________________
 OC1700* NAD 83(1996)-  43 40 56.56428(N)    070 11 22.56814(W)     ADJUSTED  
 OC1700* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 OC1700  ___________________________________________________________________
 OC1700  LAPLACE CORR-           3.50  (seconds)                    DEFLEC99
 OC1700  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 OC1700
 OC1700  HORZ ORDER  -  THIRD
 OC1700
 OC1700.The horizontal coordinates were established by classical geodetic methods
 OC1700.and adjusted by the National Geodetic Survey in March 1998..
 OC1700
 OC1700.The orthometric height was scaled from a topographic map.
 OC1700
 OC1700.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1700
 OC1700.The geoid height was determined by GEOID03.
 OC1700
 OC1700;                    North         East     Units Scale Factor Converg.
 OC1700;SPC ME W     -    94,324.182   898,150.700   MT  0.99996671   -0 00 57.0
 OC1700;UTM  19      - 4,837,283.879   404,117.044   MT  0.99971308   -0 49 18.0
 OC1700
 OC1700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1700!SPC ME W     -   1.00000177  x   0.99996671  =   0.99996848
 OC1700!UTM  19      -   1.00000177  x   0.99971308  =   0.99971485
 OC1700
 OC1700                          SUPERSEDED SURVEY CONTROL
 OC1700
 OC1700  NAD 83(1992)-  43 40 56.56254(N)    070 11 22.56884(W) AD(       ) 4
 OC1700  NAD 83(1986)-  43 40 56.56859(N)    070 11 22.57433(W) AD(       ) 4
 OC1700  NAD 27      -  43 40 56.27300(N)    070 11 24.40000(W) AD(       ) 3
 OC1700
 OC1700.Superseded values are not recommended for survey control.
 OC1700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1700.See file dsdata.txt to determine how the superseded data were derived.
 OC1700
 OC1700_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0411737284(NAD 83)
 OC1700
 OC1700  HISTORY     - Date     Condition        Report By
 OC1700  HISTORY     - 1941     MONUMENTED       CGS
 OC1700
 OC1700                          STATION DESCRIPTION
 OC1700
 OC1700'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1700'STATION IS LOCATED ON THE S FORK OF FORT MC KINLEY, ABOUT 150
 OC1700'FT. NW OF THE CENTER OF BATTERY WEYMOUTH, ABOUT 500 FT. SW OF
 OC1700'THE CENTER OF BATTERY HONEYCUTT, AND IN A GREEN-COLORED
 OC1700'BUILDING.  THE INSTRUMENT CENTER WAS PROJECTED ON THE ROOF,
 OC1700'THEREFORE, NO PERMANENT MARK WAS ESTABLISHED.
 OC1700'
 OC1700'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1762 ***********************************************************************
 OC1762  DESIGNATION -  B 1 KEARNEY 1941
 OC1762  PID         -  OC1762
 OC1762  STATE/COUNTY-  ME/CUMBERLAND
 OC1762  USGS QUAD   -  PORTLAND EAST (1975)
 OC1762
 OC1762                         *CURRENT SURVEY CONTROL
 OC1762  ___________________________________________________________________
 OC1762* NAD 83(1996)-  43 38 45.56359(N)    070 11 29.61402(W)     ADJUSTED  
 OC1762* NAVD 88     -        34.     (meters)     112.     (feet)  SCALED    
 OC1762  ___________________________________________________________________
 OC1762  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 OC1762  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 OC1762
 OC1762  HORZ ORDER  -  THIRD
 OC1762
 OC1762.The horizontal coordinates were established by classical geodetic methods
 OC1762.and adjusted by the National Geodetic Survey in March 1998..
 OC1762
 OC1762.The orthometric height was scaled from a topographic map.
 OC1762
 OC1762.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1762
 OC1762.The geoid height was determined by GEOID03.
 OC1762
 OC1762;                    North         East     Units Scale Factor Converg.
 OC1762;SPC ME W     -    90,281.329   897,991.679   MT  0.99996672   -0 01 01.9
 OC1762;UTM  19      - 4,833,244.685   403,901.254   MT  0.99971359   -0 49 20.9
 OC1762
 OC1762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1762!SPC ME W     -   0.99999879  x   0.99996672  =   0.99996551
 OC1762!UTM  19      -   0.99999879  x   0.99971359  =   0.99971238
 OC1762
 OC1762                          SUPERSEDED SURVEY CONTROL
 OC1762
 OC1762  NAD 83(1992)-  43 38 45.56178(N)    070 11 29.61486(W) AD(       ) 4
 OC1762  NAD 83(1986)-  43 38 45.56782(N)    070 11 29.62038(W) AD(       ) 4
 OC1762  NAD 27      -  43 38 45.26600(N)    070 11 31.45900(W) AD(       ) 3
 OC1762
 OC1762.Superseded values are not recommended for survey control.
 OC1762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1762.See file dsdata.txt to determine how the superseded data were derived.
 OC1762
 OC1762_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0390133245(NAD 83)
 OC1762
 OC1762  HISTORY     - Date     Condition        Report By
 OC1762  HISTORY     - 1941     MONUMENTED       CGS
 OC1762
 OC1762                          STATION DESCRIPTION
 OC1762
 OC1762'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1762'STATION IS LOCATED AT FORT LEVETT, IN A SMALL OBSERVING BUILDING
 OC1762'LOCATED AT BATTERY FERGUSON.  IT IS THE CENTER OF THE LEFT (NE)
 OC1762'INSTRUMENT OF TWO INSTRUMENTS LOOKING TO SEAWARD.  INSTRUMENT
 OC1762'CENTER WAS PROJECTED ON THE ROOF, THEREFORE, NO PERMANENT MARK
 OC1762'WAS ESTABLISHED.
 OC1762'
 OC1762'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1663 ***********************************************************************
 OC1663  DESIGNATION -  B 1 KENDRICK 1941
 OC1663  PID         -  OC1663
 OC1663  STATE/COUNTY-  ME/CUMBERLAND
 OC1663  USGS QUAD   -  PORTLAND EAST (1975)
 OC1663
 OC1663                         *CURRENT SURVEY CONTROL
 OC1663  ___________________________________________________________________
 OC1663* NAD 83(1996)-  43 38 44.81352(N)    070 11 30.65520(W)     ADJUSTED  
 OC1663* NAVD 88     -        34.     (meters)     112.     (feet)  SCALED    
 OC1663  ___________________________________________________________________
 OC1663  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 OC1663  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 OC1663
 OC1663  HORZ ORDER  -  THIRD
 OC1663
 OC1663.The horizontal coordinates were established by classical geodetic methods
 OC1663.and adjusted by the National Geodetic Survey in March 1998..
 OC1663
 OC1663.The orthometric height was scaled from a topographic map.
 OC1663
 OC1663.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1663
 OC1663.The geoid height was determined by GEOID03.
 OC1663
 OC1663;                    North         East     Units Scale Factor Converg.
 OC1663;SPC ME W     -    90,258.187   897,968.338   MT  0.99996672   -0 01 02.6
 OC1663;UTM  19      - 4,833,221.879   403,877.596   MT  0.99971365   -0 49 21.6
 OC1663
 OC1663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1663!SPC ME W     -   0.99999879  x   0.99996672  =   0.99996551
 OC1663!UTM  19      -   0.99999879  x   0.99971365  =   0.99971244
 OC1663
 OC1663                          SUPERSEDED SURVEY CONTROL
 OC1663
 OC1663  NAD 83(1992)-  43 38 44.81171(N)    070 11 30.65605(W) AD(       ) 4
 OC1663  NAD 83(1986)-  43 38 44.81776(N)    070 11 30.66155(W) AD(       ) 4
 OC1663  NAD 27      -  43 38 44.51600(N)    070 11 32.50000(W) AD(       ) 3
 OC1663
 OC1663.Superseded values are not recommended for survey control.
 OC1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1663.See file dsdata.txt to determine how the superseded data were derived.
 OC1663
 OC1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0387833222(NAD 83)
 OC1663
 OC1663  HISTORY     - Date     Condition        Report By
 OC1663  HISTORY     - 1941     MONUMENTED       CGS
 OC1663
 OC1663                          STATION DESCRIPTION
 OC1663
 OC1663'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1663'STATION IS LOCATED AT FORT LEVETT, ON THE MOST NE PART OF CUSHING
 OC1663'ISLAND, AT WHITEHEAD POINT.  IT IS THE INSTRUMENT CENTER OF THE
 OC1663'INSTRUMENT LOCATED IN THE SIXTH BUILDING SW OF WHITEHEAD
 OC1663'POINT.  INSTRUMENT CENTER WAS PROJECTED ON THE ROOF, THEREFORE, NO
 OC1663'PERMANENT MARK WAS ESTABLISHED.
 OC1663'
 OC1663'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1586 ***********************************************************************
 OC1586  DESIGNATION -  B 1 OVER 1 1941
 OC1586  PID         -  OC1586
 OC1586  STATE/COUNTY-  ME/CUMBERLAND
 OC1586  USGS QUAD   -  CAPE ELIZABETH (1975)
 OC1586
 OC1586                         *CURRENT SURVEY CONTROL
 OC1586  ___________________________________________________________________
 OC1586* NAD 83(1996)-  43 37 15.53499(N)    070 12 46.54174(W)     ADJUSTED  
 OC1586* NAVD 88     -        21.     (meters)      69.     (feet)  SCALED    
 OC1586  ___________________________________________________________________
 OC1586  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 OC1586  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 OC1586
 OC1586  HORZ ORDER  -  SECOND
 OC1586
 OC1586.The horizontal coordinates were established by classical geodetic methods
 OC1586.and adjusted by the National Geodetic Survey in March 1998..
 OC1586
 OC1586.The orthometric height was scaled from a topographic map.
 OC1586
 OC1586.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1586
 OC1586.The geoid height was determined by GEOID03.
 OC1586
 OC1586;                    North         East     Units Scale Factor Converg.
 OC1586;SPC ME W     -    87,503.650   896,266.119   MT  0.99996684   -0 01 54.9
 OC1586;UTM  19      - 4,830,492.218   402,137.277   MT  0.99971780   -0 50 12.6
 OC1586
 OC1586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1586!SPC ME W     -   1.00000083  x   0.99996684  =   0.99996767
 OC1586!UTM  19      -   1.00000083  x   0.99971780  =   0.99971863
 OC1586
 OC1586                          SUPERSEDED SURVEY CONTROL
 OC1586
 OC1586  NAD 83(1992)-  43 37 15.53321(N)    070 12 46.54273(W) AD(       ) 2
 OC1586  NAD 83(1986)-  43 37 15.53860(N)    070 12 46.54895(W) AD(       ) 2
 OC1586  NAD 27      -  43 37 15.23100(N)    070 12 48.39600(W) AD(       ) 2
 OC1586
 OC1586.Superseded values are not recommended for survey control.
 OC1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1586.See file dsdata.txt to determine how the superseded data were derived.
 OC1586
 OC1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0213730492(NAD 83)
 OC1586
 OC1586  HISTORY     - Date     Condition        Report By
 OC1586  HISTORY     - 1941     MONUMENTED       CGS
 OC1586
 OC1586                          STATION DESCRIPTION
 OC1586
 OC1586'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1586'STATION IS LOCATED AT FORT WILLIAMS, IN THE COMBINE STATION
 OC1586'HOUSE.  IT IS THE CENTER OF A CONCRETE BASE FOR SUPPORTING AN
 OC1586'INSTRUMENT, WHICH IS LOCATED IN THE SECOND ROOM FROM THE RIGHT
 OC1586'(E) LOOKING TO SEAWARD.  NO INSTRUMENT WAS ON THE CONCRETE BASE
 OC1586'WHEN THE SURVEY WAS PERFORMED, AUGUST 1941.  THE CENTER OF THE
 OC1586'BASE WAS PROJECTED ON THE ROOF, THEREFORE, NO PERMANENT MARK WAS
 OC1586'ESTABLISHED.
 OC1586'
 OC1586'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1605 ***********************************************************************
 OC1605  DESIGNATION -  B 1 OVER 1 GARESCHE 1941
 OC1605  PID         -  OC1605
 OC1605  STATE/COUNTY-  ME/CUMBERLAND
 OC1605  USGS QUAD   -  CAPE ELIZABETH (1975)
 OC1605
 OC1605                         *CURRENT SURVEY CONTROL
 OC1605  ___________________________________________________________________
 OC1605* NAD 83(1996)-  43 37 14.94189(N)    070 12 37.43695(W)     ADJUSTED  
 OC1605* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 OC1605  ___________________________________________________________________
 OC1605  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 OC1605  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 OC1605
 OC1605  HORZ ORDER  -  SECOND
 OC1605
 OC1605.The horizontal coordinates were established by classical geodetic methods
 OC1605.and adjusted by the National Geodetic Survey in March 1998..
 OC1605
 OC1605.The orthometric height was scaled from a topographic map.
 OC1605
 OC1605.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1605
 OC1605.The geoid height was determined by GEOID03.
 OC1605
 OC1605;                    North         East     Units Scale Factor Converg.
 OC1605;SPC ME W     -    87,485.236   896,470.240   MT  0.99996682   -0 01 48.6
 OC1605;UTM  19      - 4,830,470.943   402,341.068   MT  0.99971731   -0 50 06.4
 OC1605
 OC1605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1605!SPC ME W     -   1.00000177  x   0.99996682  =   0.99996859
 OC1605!UTM  19      -   1.00000177  x   0.99971731  =   0.99971908
 OC1605
 OC1605                          SUPERSEDED SURVEY CONTROL
 OC1605
 OC1605  NAD 83(1992)-  43 37 14.94010(N)    070 12 37.43794(W) AD(       ) 2
 OC1605  NAD 83(1986)-  43 37 14.94571(N)    070 12 37.44349(W) AD(       ) 2
 OC1605  NAD 27      -  43 37 14.63800(N)    070 12 39.29200(W) AD(       ) 2
 OC1605
 OC1605.Superseded values are not recommended for survey control.
 OC1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1605.See file dsdata.txt to determine how the superseded data were derived.
 OC1605
 OC1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0234130471(NAD 83)
 OC1605
 OC1605  HISTORY     - Date     Condition        Report By
 OC1605  HISTORY     - 1941     MONUMENTED       CGS
 OC1605
 OC1605                          STATION DESCRIPTION
 OC1605
 OC1605'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1605'STATION IS LOCATED AT FORT WILLIAMS, AT BATTERY GARESCHE.  IT
 OC1605'IS ABOUT 22-1/2 FT. S-SE OF THE W VENTILATORS, AND ABOUT
 OC1605'26-1/2 FT. W-NW OF THE E VENTILATORS.  IT IS A 1-IN. BRASS PLUG,
 OC1605'SET FLUSH WITH THE GROUND.  A DEEP CROSS ON THE TOP OF THE
 OC1605'BRASS PLUG MARKS THE STATION.
 OC1605'
 OC1605'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1643 ***********************************************************************
 OC1643  DESIGNATION -  B 1 THOMPSON 1941
 OC1643  PID         -  OC1643
 OC1643  STATE/COUNTY-  ME/CUMBERLAND
 OC1643  USGS QUAD   -  PORTLAND EAST (1975)
 OC1643
 OC1643                         *CURRENT SURVEY CONTROL
 OC1643  ___________________________________________________________________
 OC1643* NAD 83(1996)-  43 41 13.22760(N)    070 11 37.40227(W)     ADJUSTED  
 OC1643* NAVD 88     -        21.     (meters)      69.     (feet)  SCALED    
 OC1643  ___________________________________________________________________
 OC1643  LAPLACE CORR-           3.63  (seconds)                    DEFLEC99
 OC1643  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 OC1643
 OC1643  HORZ ORDER  -  THIRD
 OC1643
 OC1643.The horizontal coordinates were established by classical geodetic methods
 OC1643.and adjusted by the National Geodetic Survey in March 1998..
 OC1643
 OC1643.The orthometric height was scaled from a topographic map.
 OC1643
 OC1643.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1643
 OC1643.The geoid height was determined by GEOID03.
 OC1643
 OC1643;                    North         East     Units Scale Factor Converg.
 OC1643;SPC ME W     -    94,838.542   897,818.624   MT  0.99996673   -0 01 07.3
 OC1643;UTM  19      - 4,837,802.727   403,792.317   MT  0.99971385   -0 49 28.5
 OC1643
 OC1643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1643!SPC ME W     -   1.00000083  x   0.99996673  =   0.99996756
 OC1643!UTM  19      -   1.00000083  x   0.99971385  =   0.99971468
 OC1643
 OC1643                          SUPERSEDED SURVEY CONTROL
 OC1643
 OC1643  NAD 83(1992)-  43 41 13.22587(N)    070 11 37.40295(W) AD(       ) 4
 OC1643  NAD 83(1986)-  43 41 13.23195(N)    070 11 37.40841(W) AD(       ) 4
 OC1643  NAD 27      -  43 41 12.94100(N)    070 11 39.23400(W) AD(       ) 3
 OC1643
 OC1643.Superseded values are not recommended for survey control.
 OC1643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1643.See file dsdata.txt to determine how the superseded data were derived.
 OC1643
 OC1643_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0379237803(NAD 83)
 OC1643
 OC1643  HISTORY     - Date     Condition        Report By
 OC1643  HISTORY     - 1941     MONUMENTED       CGS
 OC1643
 OC1643                          STATION DESCRIPTION
 OC1643
 OC1643'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1643'STATION IS LOCATED ON THE N FORK OF FORT MC KINLEY, ABOUT 300
 OC1643'FT. SE OF THE CENTER OF BATTERY THOMPSON.  IT IS THE INSTRUMENT
 OC1643'CENTER FOR BATTERY THOMPSON.  THE INSTRUMENT CENTER WAS PROJECTED
 OC1643'ON THE ROOF, THEREFORE, NO PERMANENT MARK WAS ESTABLISHED.
 OC1643'
 OC1643'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1693 ***********************************************************************
 OC1693  DESIGNATION -  B 1 WEYMOUTH 1941
 OC1693  PID         -  OC1693
 OC1693  STATE/COUNTY-  ME/CUMBERLAND
 OC1693  USGS QUAD   -  PORTLAND EAST (1975)
 OC1693
 OC1693                         *CURRENT SURVEY CONTROL
 OC1693  ___________________________________________________________________
 OC1693* NAD 83(1996)-  43 40 49.82973(N)    070 11 24.49359(W)     ADJUSTED  
 OC1693* NAVD 88     -        25.     (meters)      82.     (feet)  SCALED    
 OC1693  ___________________________________________________________________
 OC1693  LAPLACE CORR-           3.49  (seconds)                    DEFLEC99
 OC1693  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 OC1693
 OC1693  HORZ ORDER  -  THIRD
 OC1693
 OC1693.The horizontal coordinates were established by classical geodetic methods
 OC1693.and adjusted by the National Geodetic Survey in March 1998..
 OC1693
 OC1693.The orthometric height was scaled from a topographic map.
 OC1693
 OC1693.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1693
 OC1693.The geoid height was determined by GEOID03.
 OC1693
 OC1693;                    North         East     Units Scale Factor Converg.
 OC1693;SPC ME W     -    94,116.354   898,107.516   MT  0.99996671   -0 00 58.4
 OC1693;UTM  19      - 4,837,076.732   404,070.954   MT  0.99971319   -0 49 19.3
 OC1693
 OC1693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1693!SPC ME W     -   1.00000020  x   0.99996671  =   0.99996691
 OC1693!UTM  19      -   1.00000020  x   0.99971319  =   0.99971339
 OC1693
 OC1693                          SUPERSEDED SURVEY CONTROL
 OC1693
 OC1693  NAD 83(1992)-  43 40 49.82798(N)    070 11 24.49430(W) AD(       ) 4
 OC1693  NAD 83(1986)-  43 40 49.83406(N)    070 11 24.49977(W) AD(       ) 4
 OC1693  NAD 27      -  43 40 49.53800(N)    070 11 26.32500(W) AD(       ) 3
 OC1693
 OC1693.Superseded values are not recommended for survey control.
 OC1693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1693.See file dsdata.txt to determine how the superseded data were derived.
 OC1693
 OC1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0407137077(NAD 83)
 OC1693
 OC1693  HISTORY     - Date     Condition        Report By
 OC1693  HISTORY     - 1941     MONUMENTED       CGS
 OC1693
 OC1693                          STATION DESCRIPTION
 OC1693
 OC1693'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1693'STATION IS LOCATED ON THE S FORK OF FORT MC KINLEY, APPROXIMATELY
 OC1693'MIDWAY BETWEEN BATTERIES WEYMOUTH AND CARPENTER.  IT IS THE
 OC1693'CENTER OF AN INSTRUMENT HOUSED IN THE N WING OF A U-SHAPED
 OC1693'BUILDING.  INSTRUMENT CENTER WAS PROJECTED ON THE ROOF, THEREFORE,
 OC1693'NO PERMANENT MARK WAS ESTABLISHED.
 OC1693'
 OC1693'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0051 ***********************************************************************
 SF0051  DESIGNATION -  B 10
 SF0051  PID         -  SF0051
 SF0051  STATE/COUNTY-  ME/AROOSTOOK
 SF0051  USGS QUAD   -  FORT KENT SOUTH (1985)
 SF0051
 SF0051                         *CURRENT SURVEY CONTROL
 SF0051  ___________________________________________________________________
 SF0051* NAD 83(1986)-  47 13 05.     (N)    068 35 30.     (W)     SCALED    
 SF0051* NAVD 88     -       179.927  (meters)     590.31   (feet)  POSTED    
 SF0051  ___________________________________________________________________
 SF0051  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 SF0051  DYNAMIC HT  -         179.950 (meters)     590.39  (feet)  COMP
 SF0051  MODELED GRAV-     980,746.3   (mgal)                       NAVD 88
 SF0051
 SF0051  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 SF0051
 SF0051.The horizontal coordinates were scaled from a topographic map and have
 SF0051.an estimated accuracy of +/- 6 seconds.
 SF0051
 SF0051.The orthometric height was determined by differential leveling
 SF0051.and adjusted by the National Geodetic Survey in 1992..
 SF0051.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 SF0051.rate of 1.1 thru 2.0 mm/km.
 SF0051
 SF0051.The geoid height was determined by GEOID03.
 SF0051
 SF0051.The dynamic height is computed by dividing the NAVD 88
 SF0051.geopotential number by the normal gravity value computed on the
 SF0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0051.degrees latitude (g = 980.6199 gals.).
 SF0051
 SF0051.The modeled gravity was interpolated from observed gravity values.
 SF0051
 SF0051;                    North         East    Units  Estimated Accuracy
 SF0051;SPC ME E     -   394,670.      293,060.      MT  (+/- 180 meters Scaled)
 SF0051
 SF0051                          SUPERSEDED SURVEY CONTROL
 SF0051
 SF0051  NGVD 29 (??/??/92)  180.041  (m)          590.68   (f) ADJ UNCH    1 2
 SF0051
 SF0051.Superseded values are not recommended for survey control.
 SF0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0051.See file dsdata.txt to determine how the superseded data were derived.
 SF0051
 SF0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN309294(NAD 83)
 SF0051_MARKER: DB = BENCH MARK DISK
 SF0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SF0051_STAMPING: 590.685 B 10 1927
 SF0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF0051+STABILITY: SURFACE MOTION
 SF0051
 SF0051  HISTORY     - Date     Condition        Report By
 SF0051  HISTORY     - 1927     MONUMENTED       CGS
 SF0051  HISTORY     - 1934     GOOD             NGS
 SF0051  HISTORY     - 1978     MARK NOT FOUND   NGS
 SF0051
 SF0051                          STATION DESCRIPTION
 SF0051
 SF0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 SF0051'3.8 MI S FROM FORT KENT.
 SF0051'3.8 MILES SOUTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 SF0051'FORT KENT, AROOSTOOK COUNTY, 30 RAILS SOUTHWEST OF CULVERT A
 SF0051'91.73, 7 RAILS NORTHEAST OF CULVERT A 91.51, 46.5 FEET NORTHWEST
 SF0051'OF THE NORTHWEST RAIL, 100 FEET SOUTHWEST OF A FENCE JOINING
 SF0051'THE RIGHT-OF-WAY FENCE AT RIGHT ANGLES, AND 1 FOOT SOUTHEAST OF
 SF0051'THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 590.685 B 10
 SF0051'1927 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 SF0051
 SF0051                          STATION RECOVERY (1934)
 SF0051
 SF0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 SF0051'RECOVERED IN GOOD CONDITION.
 SF0051
 SF0051                          STATION RECOVERY (1978)
 SF0051
 SF0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 SF0051'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0871 ***********************************************************************
 QG0871  DESIGNATION -  B 100
 QG0871  PID         -  QG0871
 QG0871  STATE/COUNTY-  ME/SOMERSET
 QG0871  USGS QUAD   -  BRASSUA LAKE EAST (1988)
 QG0871
 QG0871                         *CURRENT SURVEY CONTROL
 QG0871  ___________________________________________________________________
 QG0871* NAD 83(1986)-  45 38 30.     (N)    069 48 42.     (W)     SCALED    
 QG0871* NAVD 88     -       340.202  (meters)    1116.15   (feet)  ADJUSTED  
 QG0871  ___________________________________________________________________
 QG0871  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 QG0871  DYNAMIC HT  -         340.190 (meters)    1116.11  (feet)  COMP
 QG0871  MODELED GRAV-     980,571.5   (mgal)                       NAVD 88
 QG0871
 QG0871  VERT ORDER  -  FIRST     CLASS II
 QG0871
 QG0871.The horizontal coordinates were scaled from a topographic map and have
 QG0871.an estimated accuracy of +/- 6 seconds.
 QG0871
 QG0871.The orthometric height was determined by differential leveling
 QG0871.and adjusted by the National Geodetic Survey in June 1991..
 QG0871.WARNING-Repeat measurements at this control monument indicate possible
 QG0871.vertical movement.
 QG0871
 QG0871.The geoid height was determined by GEOID03.
 QG0871
 QG0871.The dynamic height is computed by dividing the NAVD 88
 QG0871.geopotential number by the normal gravity value computed on the
 QG0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0871.degrees latitude (g = 980.6199 gals.).
 QG0871
 QG0871.The modeled gravity was interpolated from observed gravity values.
 QG0871
 QG0871;                    North         East    Units  Estimated Accuracy
 QG0871;SPC ME W     -   312,100.      927,680.      MT  (+/- 180 meters Scaled)
 QG0871
 QG0871                          SUPERSEDED SURVEY CONTROL
 QG0871
 QG0871  NGVD 29 (??/??/92)  340.356  (m)         1116.65   (f) ADJ UNCH    1 2
 QG0871
 QG0871.Superseded values are not recommended for survey control.
 QG0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0871.See file dsdata.txt to determine how the superseded data were derived.
 QG0871
 QG0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL367545(NAD 83)
 QG0871_MARKER: DB = BENCH MARK DISK
 QG0871_SETTING: 80 = SET IN A BOULDER
 QG0871_SP_SET: BOULDER
 QG0871_STAMPING: B 100 1953
 QG0871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0871+STABILITY: SURFACE MOTION
 QG0871
 QG0871  HISTORY     - Date     Condition        Report By
 QG0871  HISTORY     - 1953     MONUMENTED       CGS
 QG0871  HISTORY     - 1977     MARK NOT FOUND   LOCENG
 QG0871  HISTORY     - 1978     GOOD             NGS
 QG0871
 QG0871                          STATION DESCRIPTION
 QG0871
 QG0871'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0871'2.8 MI NE FROM TARRATINE.
 QG0871'2.75 MILES NORTHEAST ALONG STATE HIGHWAY 15 FROM THE CROSSING
 QG0871'OF THE CANADIAN PACIFIC RAILWAY AT TARRATINE, ABOUT 3.45 MILES
 QG0871'SOUTHWEST ALONG HIGHWAY 15 FROM THE BRIDGE OVER MOOSE RIVER AT
 QG0871'ROCKWOOD, SET IN THE TOP OF THE HIGHEST POINT OF AN IMBEDDED
 QG0871'BOULDER ABOUT 12 BY 8 FEET AND PROJECTING ABOUT 3 FEET ABOVE
 QG0871'GROUND, 35 FEET NORTH-NORTHWEST OF CENTER LINE OF HIGHWAY, 36 1/2
 QG0871'FEET WEST OF A TRIANGULAR BLAZED 14-INCH HEMLOCK TREE, 12 FEET
 QG0871'NORTH-NORTHEAST OF A TRIANGULAR BLAZED 8-INCH BALSAM TREE, 2
 QG0871'FEET NORTH OF SOUTH EDGE OF BOULDER AND ABOUT 1 FOOT BELOW LEVEL
 QG0871'OF HIGHWAY.
 QG0871
 QG0871                          STATION RECOVERY (1977)
 QG0871
 QG0871'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 QG0871'MARK NOT FOUND.
 QG0871
 QG0871                          STATION RECOVERY (1978)
 QG0871
 QG0871'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0871'0.45 MILES NORTHWEST ALONG LAKE STREET FROM THE ROCKWOOD POST OFFICE,
 QG0871'THENCE 5.25 MILES WEST ALONG STATE HIGHWAY 6, 53.5 FT. NORTH OF THE
 QG0871'CENTER LINE OF THE HIGHWAY, ONE POLE WEST OF THE CREST OF A GRADE,
 QG0871'120.0 FT. NORTHWEST OF POWER POLE 134, SET IN TOP OF A 12.0 FT. BY
 QG0871'8.0 FT. BOULDER PROJECTING 3.0 FT. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0026 ***********************************************************************
 RF0026  DESIGNATION -  B 101
 RF0026  PID         -  RF0026
 RF0026  STATE/COUNTY-  ME/AROOSTOOK
 RF0026  USGS QUAD   -  ASHLAND (1986)
 RF0026
 RF0026                         *CURRENT SURVEY CONTROL
 RF0026  ___________________________________________________________________
 RF0026* NAD 83(1986)-  46 38 02.     (N)    068 26 57.     (W)     SCALED    
 RF0026* NAVD 88     -       187.757  (meters)     616.00   (feet)  ADJUSTED  
 RF0026  ___________________________________________________________________
 RF0026  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 RF0026  DYNAMIC HT  -         187.775 (meters)     616.06  (feet)  COMP
 RF0026  MODELED GRAV-     980,706.5   (mgal)                       NAVD 88
 RF0026
 RF0026  VERT ORDER  -  SECOND    CLASS 0
 RF0026
 RF0026.The horizontal coordinates were scaled from a topographic map and have
 RF0026.an estimated accuracy of +/- 6 seconds.
 RF0026
 RF0026.The orthometric height was determined by differential leveling
 RF0026.and adjusted by the National Geodetic Survey in June 1991..
 RF0026
 RF0026.The geoid height was determined by GEOID03.
 RF0026
 RF0026.The dynamic height is computed by dividing the NAVD 88
 RF0026.geopotential number by the normal gravity value computed on the
 RF0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0026.degrees latitude (g = 980.6199 gals.).
 RF0026
 RF0026.The modeled gravity was interpolated from observed gravity values.
 RF0026
 RF0026;                    North         East    Units  Estimated Accuracy
 RF0026;SPC ME E     -   329,730.      303,890.      MT  (+/- 180 meters Scaled)
 RF0026
 RF0026                          SUPERSEDED SURVEY CONTROL
 RF0026
 RF0026  NGVD 29 (??/??/92)  187.929  (m)          616.56   (f) ADJ UNCH    2 0
 RF0026
 RF0026.Superseded values are not recommended for survey control.
 RF0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0026.See file dsdata.txt to determine how the superseded data were derived.
 RF0026
 RF0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM421646(NAD 83)
 RF0026_MARKER: DB = BENCH MARK DISK
 RF0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RF0026_STAMPING: B 101 1953
 RF0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0026+STABILITY: SURFACE MOTION
 RF0026
 RF0026  HISTORY     - Date     Condition        Report By
 RF0026  HISTORY     - 1953     MONUMENTED       CGS
 RF0026  HISTORY     - 1978     MARK NOT FOUND   NGS
 RF0026  HISTORY     - 198404   MARK NOT FOUND   USGS
 RF0026
 RF0026                          STATION DESCRIPTION
 RF0026
 RF0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0026'1.8 MI W FROM ASHLAND.
 RF0026'ABOUT 0.3 MILE WEST ALONG STATE HIGHWAY 11 FROM THE BANGOR AND
 RF0026'AROOSTOOK RAILROAD STATION AT ASHLAND, THENCE ABOUT 0.6 MILE
 RF0026'SOUTHWEST ALONG A BLACK TOP ROAD, THENCE ABOUT 0.9 MILE WEST
 RF0026'ALONG A PRIVATE GRAVEL ROAD, AT THE SOUTHWEST END OF A SHORT
 RF0026'NORTHEAST-SOUTHWEST TANGENT, 58 FEET NORTHWEST OF CENTER LINE
 RF0026'OF ROAD, ABOUT IN LINE WITH A PROPERTY LINE RUNNING NORTH-SOUTH,
 RF0026'JUST INSIDE THE WEST LINE OF A SMALL WOODED TRIANGLE, 14 FEET
 RF0026'WEST-SOUTHWEST OF A 16-INCH PINE TREE, ABOUT 1 FOOT ABOVE LEVEL
 RF0026'OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 RF0026'INCHES.
 RF0026
 RF0026                          STATION RECOVERY (1978)
 RF0026
 RF0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 RF0026'MARK NOT FOUND.
 RF0026
 RF0026                          STATION RECOVERY (1984)
 RF0026
 RF0026'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 (JHS)
 RF0026'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0236 ***********************************************************************
 RF0236  DESIGNATION -  B 102
 RF0236  PID         -  RF0236
 RF0236  STATE/COUNTY-  ME/PISCATAQUIS
 RF0236  USGS QUAD   -  FIFTH MUSQUACOOK LAKE (1986)
 RF0236
 RF0236                         *CURRENT SURVEY CONTROL
 RF0236  ___________________________________________________________________
 RF0236* NAD 83(1986)-  46 30 10.     (N)    069 07 08.     (W)     SCALED    
 RF0236* NAVD 88     -       393.881  (meters)    1292.26   (feet)  ADJUSTED  
 RF0236  ___________________________________________________________________
 RF0236  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 RF0236  DYNAMIC HT  -         393.900 (meters)    1292.32  (feet)  COMP
 RF0236  MODELED GRAV-     980,651.3   (mgal)                       NAVD 88
 RF0236
 RF0236  VERT ORDER  -  SECOND    CLASS 0
 RF0236
 RF0236.The horizontal coordinates were scaled from a topographic map and have
 RF0236.an estimated accuracy of +/- 6 seconds.
 RF0236
 RF0236.The orthometric height was determined by differential leveling
 RF0236.and adjusted by the National Geodetic Survey in June 1991..
 RF0236
 RF0236.The geoid height was determined by GEOID03.
 RF0236
 RF0236.The dynamic height is computed by dividing the NAVD 88
 RF0236.geopotential number by the normal gravity value computed on the
 RF0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0236.degrees latitude (g = 980.6199 gals.).
 RF0236
 RF0236.The modeled gravity was interpolated from observed gravity values.
 RF0236
 RF0236;                    North         East    Units  Estimated Accuracy
 RF0236;SPC ME E     -   315,340.      252,500.      MT  (+/- 180 meters Scaled)
 RF0236
 RF0236                          SUPERSEDED SURVEY CONTROL
 RF0236
 RF0236  NGVD 29 (??/??/92)  394.069  (m)         1292.87   (f) ADJ UNCH    2 0
 RF0236
 RF0236.Superseded values are not recommended for survey control.
 RF0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0236.See file dsdata.txt to determine how the superseded data were derived.
 RF0236
 RF0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM908499(NAD 83)
 RF0236_MARKER: DB = BENCH MARK DISK
 RF0236_SETTING: 80 = SET IN A BOULDER
 RF0236_SP_SET: BOULDER
 RF0236_STAMPING: B 102 1953
 RF0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0236+STABILITY: SURFACE MOTION
 RF0236
 RF0236  HISTORY     - Date     Condition        Report By
 RF0236  HISTORY     - 1953     MONUMENTED       CGS
 RF0236  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 RF0236
 RF0236                          STATION DESCRIPTION
 RF0236
 RF0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0236'44.7 MI W FROM ASHLAND.
 RF0236'0.3 MILE WEST ALONG STATE HIGHWAY 11 FROM THE BANGOR AND AROOSTOOK
 RF0236'RAILROAD STATION AT ASHLAND, THENCE ABOUT 0.6 MILE SOUTHWEST ALONG
 RF0236'A BLACK TOP ROAD, THENCE ABOUT 43.8 MILES WEST AND SOUTHWEST ALONG
 RF0236'A PRIVATE GRAVEL ROAD, ABOUT 0.55 MILE NORTHEAST OF A LOG BRIDGE
 RF0236'ACROSS A BROOK, ABOUT 86 YARDS WEST OF A 15-INCH CORRUGATED PIPE
 RF0236'CULVERT, 65 FEET NORTH OF CENTER LINE OF ROAD, IN THE TOP AND
 RF0236'3/4 FOOT NORTH OF THE SOUTH END OF A 2-FOOT HIGH 3 1/2 BY 5-FOOT
 RF0236'BOULDER AND ABOUT 5 1/2 FEET ABOVE LEVEL OF ROAD.
 RF0236
 RF0236                          STATION RECOVERY (1984)
 RF0236
 RF0236'RECOVERY NOTE BY US POWER SQUADRON 1984 (JHS)
 RF0236'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0897 ***********************************************************************
 QG0897  DESIGNATION -  B 103
 QG0897  PID         -  QG0897
 QG0897  STATE/COUNTY-  ME/SOMERSET
 QG0897  USGS QUAD   -  SEBOOMOOK LAKE WEST (1989)
 QG0897
 QG0897                         *CURRENT SURVEY CONTROL
 QG0897  ___________________________________________________________________
 QG0897* NAD 83(1986)-  45 53 34.     (N)    069 57 45.     (W)     SCALED    
 QG0897* NAVD 88     -       335.762  (meters)    1101.58   (feet)  ADJUSTED  
 QG0897  ___________________________________________________________________
 QG0897  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 QG0897  DYNAMIC HT  -         335.756 (meters)    1101.56  (feet)  COMP
 QG0897  MODELED GRAV-     980,590.2   (mgal)                       NAVD 88
 QG0897
 QG0897  VERT ORDER  -  SECOND    CLASS 0
 QG0897
 QG0897.The horizontal coordinates were scaled from a topographic map and have
 QG0897.an estimated accuracy of +/- 6 seconds.
 QG0897
 QG0897.The orthometric height was determined by differential leveling
 QG0897.and adjusted by the National Geodetic Survey in June 1991..
 QG0897
 QG0897.The geoid height was determined by GEOID03.
 QG0897
 QG0897.The dynamic height is computed by dividing the NAVD 88
 QG0897.geopotential number by the normal gravity value computed on the
 QG0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0897.degrees latitude (g = 980.6199 gals.).
 QG0897
 QG0897.The modeled gravity was interpolated from observed gravity values.
 QG0897
 QG0897;                    North         East    Units  Estimated Accuracy
 QG0897;SPC ME W     -   339,970.      915,850.      MT  (+/- 180 meters Scaled)
 QG0897
 QG0897                          SUPERSEDED SURVEY CONTROL
 QG0897
 QG0897  NGVD 29 (??/??/92)  335.928  (m)         1102.12   (f) ADJ UNCH    2 0
 QG0897
 QG0897.Superseded values are not recommended for survey control.
 QG0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0897.See file dsdata.txt to determine how the superseded data were derived.
 QG0897
 QG0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL253825(NAD 83)
 QG0897_MARKER: DB = BENCH MARK DISK
 QG0897_SETTING: 66 = SET IN ROCK OUTCROP
 QG0897_SP_SET: ROCK LEDGE
 QG0897_STAMPING: B 103 1953
 QG0897_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0897+STABILITY: POSITION/ELEVATION WELL
 QG0897
 QG0897  HISTORY     - Date     Condition        Report By
 QG0897  HISTORY     - 1953     MONUMENTED       CGS
 QG0897
 QG0897                          STATION DESCRIPTION
 QG0897
 QG0897'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0897'AT PITTSTON FARM.
 QG0897'AT PITTSTON FARM, 66 FEET NORTHEAST OF CENTER LINE OF ENTRANCE
 QG0897'ROAD TO MAIN BUILDINGS, 173 1/2 FEET WEST-NORTHWEST OF BASE OF
 QG0897'RADIO ANTENNA, 36 FEET SOUTH OF SOUTH CORNER OF A LARGE BARN,
 QG0897'18 FEET SOUTHEAST OF A FENCE LINE, 129 FEET EAST-NORTHEAST AND
 QG0897'ACROSS ROAD FROM EAST CORNER OF PAYMASTERS BUILDING, ABOUT 0.05
 QG0897'MILE NORTHWEST OF JUNCTION OF ENTRANCE ROAD AND A ROAD CONNECTING
 QG0897'TO ROAD WHICH LEADS TO BRIDGE OVER SOUTH BRANCH PENOBSCOT RIVER,
 QG0897'IN THE TOP OF A LARGE ROCK LEDGE, 6 FEET NORTHWEST OF SOUTHEAST
 QG0897'END OF OUTCROP AND ABOUT 12 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0033 ***********************************************************************
 RG0033  DESIGNATION -  B 104
 RG0033  PID         -  RG0033
 RG0033  STATE/COUNTY-  ME/SOMERSET
 RG0033  USGS QUAD   -  HINCKLEY HILL (1989)
 RG0033
 RG0033                         *CURRENT SURVEY CONTROL
 RG0033  ___________________________________________________________________
 RG0033* NAD 83(1986)-  46 09 53.     (N)    070 00 10.     (W)     SCALED    
 RG0033* NAVD 88     -       490.699  (meters)    1609.90   (feet)  ADJUSTED  
 RG0033  ___________________________________________________________________
 RG0033  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 RG0033  DYNAMIC HT  -         490.683 (meters)    1609.85  (feet)  COMP
 RG0033  MODELED GRAV-     980,567.0   (mgal)                       NAVD 88
 RG0033
 RG0033  VERT ORDER  -  SECOND    CLASS 0
 RG0033
 RG0033.The horizontal coordinates were scaled from a topographic map and have
 RG0033.an estimated accuracy of +/- 6 seconds.
 RG0033
 RG0033.The orthometric height was determined by differential leveling
 RG0033.and adjusted by the National Geodetic Survey in June 1991..
 RG0033
 RG0033.The geoid height was determined by GEOID03.
 RG0033
 RG0033.The dynamic height is computed by dividing the NAVD 88
 RG0033.geopotential number by the normal gravity value computed on the
 RG0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RG0033.degrees latitude (g = 980.6199 gals.).
 RG0033
 RG0033.The modeled gravity was interpolated from observed gravity values.
 RG0033
 RG0033;                    North         East    Units  Estimated Accuracy
 RG0033;SPC ME W     -   370,190.      912,660.      MT  (+/- 180 meters Scaled)
 RG0033
 RG0033                          SUPERSEDED SURVEY CONTROL
 RG0033
 RG0033  NGVD 29 (??/??/92)  490.849  (m)         1610.39   (f) ADJ UNCH    2 0
 RG0033
 RG0033.Superseded values are not recommended for survey control.
 RG0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0033.See file dsdata.txt to determine how the superseded data were derived.
 RG0033
 RG0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM225128(NAD 83)
 RG0033_MARKER: DB = BENCH MARK DISK
 RG0033_SETTING: 66 = SET IN ROCK OUTCROP
 RG0033_SP_SET: BED ROCK
 RG0033_STAMPING: B 104 1953
 RG0033_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RG0033+STABILITY: POSITION/ELEVATION WELL
 RG0033
 RG0033  HISTORY     - Date     Condition        Report By
 RG0033  HISTORY     - 1953     MONUMENTED       CGS
 RG0033  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RG0033
 RG0033                          STATION DESCRIPTION
 RG0033
 RG0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RG0033'23 MI N FROM PITTSTON FARM.
 RG0033'2.0 MILES NORTHWEST ALONG A PRIVATE GRAVEL ROAD FROM BRIDGE
 RG0033'OVER SOUTH BRANCH PENOBSCOT RIVER AT PITTSTON FARM, THENCE ABOUT
 RG0033'20.95 MILES NORTH ALONG A PRIVATE GRAVEL ROAD, ABOUT 1.5 MILES
 RG0033'SOUTH OF A LARGE LOGGING CAMP, IN THE TOP OF OUTCROPPING BED
 RG0033'ROCK, 13 FEET SOUTHEAST OF CENTER LINE OF ROAD, 43 FEET
 RG0033'EAST-SOUTHEAST AND ACROSS ROAD FROM A TRIANGULAR BLAZED 24-INCH
 RG0033'BIRCH TREE, 15 FEET WEST OF A TRIANGULAR BLAZED 9-INCH MAPLE
 RG0033'TREE, 3 FEET SOUTHWEST OF NORTHEAST EDGE OF OUTCROP AND ABOUT
 RG0033'1 1/2 FEET BELOW LEVEL OF ROAD.
 RG0033
 RG0033                          STATION RECOVERY (1985)
 RG0033
 RG0033'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLM)
 RG0033'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0035 ***********************************************************************
 RG0035  DESIGNATION -  B 105
 RG0035  PID         -  RG0035
 RG0035  STATE/COUNTY-  ME/SOMERSET
 RG0035  USGS QUAD   -  HINCKLEY HILL (1989)
 RG0035
 RG0035                         *CURRENT SURVEY CONTROL
 RG0035  ___________________________________________________________________
 RG0035* NAD 83(1986)-  46 10 59.     (N)    070 00 04.     (W)     SCALED    
 RG0035* NAVD 88     -       420.492  (meters)    1379.56   (feet)  ADJUSTED  
 RG0035  ___________________________________________________________________
 RG0035  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 RG0035  DYNAMIC HT  -         420.481 (meters)    1379.53  (feet)  COMP
 RG0035  MODELED GRAV-     980,578.4   (mgal)                       NAVD 88
 RG0035
 RG0035  VERT ORDER  -  SECOND    CLASS 0
 RG0035
 RG0035.The horizontal coordinates were scaled from a topographic map and have
 RG0035.an estimated accuracy of +/- 6 seconds.
 RG0035
 RG0035.The orthometric height was determined by differential leveling
 RG0035.and adjusted by the National Geodetic Survey in June 1991..
 RG0035
 RG0035.The geoid height was determined by GEOID03.
 RG0035
 RG0035.The dynamic height is computed by dividing the NAVD 88
 RG0035.geopotential number by the normal gravity value computed on the
 RG0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RG0035.degrees latitude (g = 980.6199 gals.).
 RG0035
 RG0035.The modeled gravity was interpolated from observed gravity values.
 RG0035
 RG0035;                    North         East    Units  Estimated Accuracy
 RG0035;SPC ME W     -   372,230.      912,780.      MT  (+/- 180 meters Scaled)
 RG0035
 RG0035                          SUPERSEDED SURVEY CONTROL
 RG0035
 RG0035  NGVD 29 (??/??/92)  420.646  (m)         1380.07   (f) ADJ UNCH    2 0
 RG0035
 RG0035.Superseded values are not recommended for survey control.
 RG0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0035.See file dsdata.txt to determine how the superseded data were derived.
 RG0035
 RG0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM227148(NAD 83)
 RG0035_MARKER: DB = BENCH MARK DISK
 RG0035_SETTING: 66 = SET IN ROCK OUTCROP
 RG0035_SP_SET: ROCK LEDGE
 RG0035_STAMPING: B 105 1953
 RG0035_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RG0035+STABILITY: POSITION/ELEVATION WELL
 RG0035
 RG0035  HISTORY     - Date     Condition        Report By
 RG0035  HISTORY     - 1953     MONUMENTED       CGS
 RG0035  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RG0035
 RG0035                          STATION DESCRIPTION
 RG0035
 RG0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RG0035'24.6 MI N FROM PITTSTON FARM.
 RG0035'2.0 MILES NORTHWEST ALONG A PRIVATE GRAVEL ROAD FROM BRIDGE
 RG0035'OVER SOUTH BRANCH PENOBSCOT RIVER AT PITTSTON FARM, THENCE ABOUT
 RG0035'22.6 MILES NORTH ALONG A PRIVATE GRAVEL ROAD, ABOUT 0.1 MILE
 RG0035'NORTHWEST OF CENTER OF DAM AND BRIDGE OVER NORTH BRANCH PENOBSCOT
 RG0035'RIVER, 44 FEET NORTHEAST OF CENTER LINE OF ROAD, 105 FEET
 RG0035'NORTH-NORTHWEST OF NORTH CORNER OF WHITE FRAME BUILDING AT CAMP
 RG0035'SITE, 212 FEET NORTH OF NORTHWEST END OF EARTH EMBANKMENT OF
 RG0035'DAM, 34 FEET NORTH-NORTHWEST OF AN 8-INCH SPRUCE TREE, IN THE
 RG0035'TOP OF A ROCK LEDGE, 3 FEET EAST OF WEST CORNER OF LEDGE, 2
 RG0035'FEET NORTHEAST OF SOUTHWEST EDGE OF LEDGE AND ABOUT LEVEL WITH
 RG0035'ROAD.
 RG0035
 RG0035                          STATION RECOVERY (1985)
 RG0035
 RG0035'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLM)
 RG0035'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0925 ***********************************************************************
 QG0925  DESIGNATION -  B 106
 QG0925  PID         -  QG0925
 QG0925  STATE/COUNTY-  ME/SOMERSET
 QG0925  USGS QUAD   -  SEBOOMOOK (1989)
 QG0925
 QG0925                         *CURRENT SURVEY CONTROL
 QG0925  ___________________________________________________________________
 QG0925* NAD 83(1986)-  45 54 51.     (N)    069 42 48.     (W)     SCALED    
 QG0925* NAVD 88     -       309.189  (meters)    1014.40   (feet)  ADJUSTED  
 QG0925  ___________________________________________________________________
 QG0925  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 QG0925  DYNAMIC HT  -         309.188 (meters)    1014.39  (feet)  COMP
 QG0925  MODELED GRAV-     980,601.8   (mgal)                       NAVD 88
 QG0925
 QG0925  VERT ORDER  -  SECOND    CLASS 0
 QG0925
 QG0925.The horizontal coordinates were scaled from a topographic map and have
 QG0925.an estimated accuracy of +/- 6 seconds.
 QG0925
 QG0925.The orthometric height was determined by differential leveling
 QG0925.and adjusted by the National Geodetic Survey in June 1991..
 QG0925
 QG0925.The geoid height was determined by GEOID03.
 QG0925
 QG0925.The dynamic height is computed by dividing the NAVD 88
 QG0925.geopotential number by the normal gravity value computed on the
 QG0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0925.degrees latitude (g = 980.6199 gals.).
 QG0925
 QG0925.The modeled gravity was interpolated from observed gravity values.
 QG0925
 QG0925;                    North         East    Units  Estimated Accuracy
 QG0925;SPC ME W     -   342,430.      935,170.      MT  (+/- 180 meters Scaled)
 QG0925
 QG0925                          SUPERSEDED SURVEY CONTROL
 QG0925
 QG0925  NGVD 29 (??/??/92)  309.355  (m)         1014.94   (f) ADJ UNCH    2 0
 QG0925
 QG0925.Superseded values are not recommended for survey control.
 QG0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0925.See file dsdata.txt to determine how the superseded data were derived.
 QG0925
 QG0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL446847(NAD 83)
 QG0925_MARKER: DB = BENCH MARK DISK
 QG0925_SETTING: 66 = SET IN ROCK OUTCROP
 QG0925_SP_SET: ROCK LEDGE
 QG0925_STAMPING: B 106 1953
 QG0925_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0925+STABILITY: POSITION/ELEVATION WELL
 QG0925
 QG0925  HISTORY     - Date     Condition        Report By
 QG0925  HISTORY     - 1953     MONUMENTED       CGS
 QG0925
 QG0925                          STATION DESCRIPTION
 QG0925
 QG0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0925'1.1 MI E FROM SEBOOMOOK DAM.
 QG0925'1.1 MILES EAST ALONG A GRAVEL ROAD LEADING TO NORTHEAST CARRY
 QG0925'FROM SEBOOMOOK DAM, SET IN THE TOP OF AN OUTCROPPING LEDGE RUNNING
 QG0925'ALONG THE EAST SIDE OF A BAY OF WATER EXTENDING SOUTH FROM WEST
 QG0925'BRANCH PENOBSCOT RIVER, ABOUT 250 FEET NORTH OF CENTER LINE
 QG0925'OF ROAD, 295 FEET NORTH-NORTHEAST OF NORTHEAST CORNER OF BRIDGE
 QG0925'OVER BAY OF WATER, 24 FEET NORTH OF SOUTH END OF LEDGE, 16
 QG0925'FEET EAST OF WATERS EDGE, 0.8 FOOT WEST OF EAST EDGE OF LEDGE,
 QG0925'ABOUT 4 1/2 FEET ABOVE WATERS LEVEL AND ABOUT 5 FEET BELOW
 QG0925'LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0286 ***********************************************************************
 RF0286  DESIGNATION -  B 107
 RF0286  PID         -  RF0286
 RF0286  STATE/COUNTY-  ME/SOMERSET
 RF0286  USGS QUAD   -  CAUCOMGOMOC LAKE WEST (1989)
 RF0286
 RF0286                         *CURRENT SURVEY CONTROL
 RF0286  ___________________________________________________________________
 RF0286* NAD 83(1986)-  46 10 03.     (N)    069 44 37.     (W)     SCALED    
 RF0286* NAVD 88     -       509.692  (meters)    1672.21   (feet)  ADJUSTED  
 RF0286  ___________________________________________________________________
 RF0286  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 RF0286  DYNAMIC HT  -         509.697 (meters)    1672.23  (feet)  COMP
 RF0286  MODELED GRAV-     980,607.3   (mgal)                       NAVD 88
 RF0286
 RF0286  VERT ORDER  -  SECOND    CLASS 0
 RF0286
 RF0286.The horizontal coordinates were scaled from a topographic map and have
 RF0286.an estimated accuracy of +/- 6 seconds.
 RF0286
 RF0286.The orthometric height was determined by differential leveling
 RF0286.and adjusted by the National Geodetic Survey in June 1991..
 RF0286
 RF0286.The geoid height was determined by GEOID03.
 RF0286
 RF0286.The dynamic height is computed by dividing the NAVD 88
 RF0286.geopotential number by the normal gravity value computed on the
 RF0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0286.degrees latitude (g = 980.6199 gals.).
 RF0286
 RF0286.The modeled gravity was interpolated from observed gravity values.
 RF0286
 RF0286;                    North         East    Units  Estimated Accuracy
 RF0286;SPC ME W     -   370,570.      932,670.      MT  (+/- 180 meters Scaled)
 RF0286
 RF0286                          SUPERSEDED SURVEY CONTROL
 RF0286
 RF0286  NGVD 29 (??/??/92)  509.854  (m)         1672.75   (f) ADJ UNCH    2 0
 RF0286
 RF0286.Superseded values are not recommended for survey control.
 RF0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0286.See file dsdata.txt to determine how the superseded data were derived.
 RF0286
 RF0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM425129(NAD 83)
 RF0286_MARKER: DB = BENCH MARK DISK
 RF0286_SETTING: 66 = SET IN ROCK OUTCROP
 RF0286_SP_SET: ROCK LEDGE
 RF0286_STAMPING: B 107 1953
 RF0286_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0286+STABILITY: POSITION/ELEVATION WELL
 RF0286
 RF0286  HISTORY     - Date     Condition        Report By
 RF0286  HISTORY     - 1953     MONUMENTED       CGS
 RF0286  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RF0286
 RF0286                          STATION DESCRIPTION
 RF0286
 RF0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0286'21.4 MI N FROM SEBOOMOOK DAM.
 RF0286'ABOUT 21.4 MILES NORTHWEST AND NORTH ALONG A GRAVEL ROAD LEADING
 RF0286'TO CAUCOMGOMOC LAKE FROM SEBOOMOOK DAM, ABOUT 0.75 MILE NORTH
 RF0286'OF A 10-FOOT WOODEN BRIDGE, NEAR THE CENTER OF A STEEP PART OF
 RF0286'A GRADE DECENDING SOUTHWEST, SET IN THE TOP OF A ROCK LEDGE WITH
 RF0286'8 BY 4 FOOT EXPOSED SURFACE, 18 1/2 FEET NORTHWEST OF CENTER
 RF0286'LINE OF ROAD, 60 FEET NORTH-NORTHEAST AND ACROSS ROAD FROM A
 RF0286'TELEPHONE POLE, 7 FEET SOUTH OF A TRIANGULAR BLAZED 8-INCH
 RF0286'BALSAM TREE AND ABOUT 2 1/2 FEET ABOVE LEVEL OF ROAD.
 RF0286
 RF0286                          STATION RECOVERY (1985)
 RF0286
 RF0286'RECOVERY NOTE BY US POWER SQUADRON 1985 (LMT)
 RF0286'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0197 ***********************************************************************
 RF0197  DESIGNATION -  B 108
 RF0197  PID         -  RF0197
 RF0197  STATE/COUNTY-  ME/PISCATAQUIS
 RF0197  USGS QUAD   -  MOOSELEUK LAKE (1985)
 RF0197
 RF0197                         *CURRENT SURVEY CONTROL
 RF0197  ___________________________________________________________________
 RF0197* NAD 83(1986)-  46 33 45.     (N)    068 54 51.     (W)     SCALED    
 RF0197* NAVD 88     -       322.001  (meters)    1056.43   (feet)  ADJUSTED  
 RF0197  ___________________________________________________________________
 RF0197  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 RF0197  DYNAMIC HT  -         322.019 (meters)    1056.49  (feet)  COMP
 RF0197  MODELED GRAV-     980,661.6   (mgal)                       NAVD 88
 RF0197
 RF0197  VERT ORDER  -  SECOND    CLASS 0
 RF0197
 RF0197.The horizontal coordinates were scaled from a topographic map and have
 RF0197.an estimated accuracy of +/- 6 seconds.
 RF0197
 RF0197.The orthometric height was determined by differential leveling
 RF0197.and adjusted by the National Geodetic Survey in June 1991..
 RF0197
 RF0197.The geoid height was determined by GEOID03.
 RF0197
 RF0197.The dynamic height is computed by dividing the NAVD 88
 RF0197.geopotential number by the normal gravity value computed on the
 RF0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0197.degrees latitude (g = 980.6199 gals.).
 RF0197
 RF0197.The modeled gravity was interpolated from observed gravity values.
 RF0197
 RF0197;                    North         East    Units  Estimated Accuracy
 RF0197;SPC ME E     -   321,880.      268,250.      MT  (+/- 180 meters Scaled)
 RF0197
 RF0197                          SUPERSEDED SURVEY CONTROL
 RF0197
 RF0197  NGVD 29 (??/??/92)  322.191  (m)         1057.06   (f) ADJ UNCH    2 0
 RF0197
 RF0197.Superseded values are not recommended for survey control.
 RF0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0197.See file dsdata.txt to determine how the superseded data were derived.
 RF0197
 RF0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM065565(NAD 83)
 RF0197_MARKER: DB = BENCH MARK DISK
 RF0197_SETTING: 80 = SET IN A BOULDER
 RF0197_SP_SET: BOULDER
 RF0197_STAMPING: B 108 1953
 RF0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0197+STABILITY: SURFACE MOTION
 RF0197
 RF0197  HISTORY     - Date     Condition        Report By
 RF0197  HISTORY     - 1953     MONUMENTED       CGS
 RF0197
 RF0197                          STATION DESCRIPTION
 RF0197
 RF0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0197'31.2 MI W FROM ASHLAND.
 RF0197'0.3 MILE WEST ALONG STATE HIGHWAY 11 FROM THE BANGOR AND
 RF0197'AROOSTOOK RAILROAD STATION AT ASHLAND, THENCE ABOUT 0.6 MILE
 RF0197'SOUTHWEST ALONG A BLACK TOP ROAD, THENCE ABOUT 30.35 MILES WEST
 RF0197'AND SOUTHWEST ALONG A PRIVATE GRAVEL ROAD, ABOUT 1.2 MILES
 RF0197'SOUTH OF A BRIDGE OVER BLIND BROOK, ABOUT 1.65 MILES NORTHEAST
 RF0197'OF A BRIDGE OVER SPRING BROOK, 50 FEET SOUTHWEST OF THE CENTER
 RF0197'LINE OF ROAD, IN THE TOP AND 1 FOOT WEST OF EAST END OF A
 RF0197'1 1/2-FOOT HIGH 8 BY 6 FOOT BURIED BOULDER WITH A 14-INCH
 RF0197'BALSAM TREE GROWING ON TOP, 4 1/2 FEET EAST OF SAME BALSAM TREE,
 RF0197'AND ABOUT 1 FOOT ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0349 ***********************************************************************
 RF0349  DESIGNATION -  B 109
 RF0349  PID         -  RF0349
 RF0349  STATE/COUNTY-  ME/AROOSTOOK
 RF0349  USGS QUAD   -  MARY L POND (1986)
 RF0349
 RF0349                         *CURRENT SURVEY CONTROL
 RF0349  ___________________________________________________________________
 RF0349* NAD 83(1986)-  46 42 59.     (N)    069 51 13.     (W)     SCALED    
 RF0349* NAVD 88     -       364.995  (meters)    1197.49   (feet)  ADJUSTED  
 RF0349  ___________________________________________________________________
 RF0349  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 RF0349  DYNAMIC HT  -         365.010 (meters)    1197.54  (feet)  COMP
 RF0349  MODELED GRAV-     980,642.7   (mgal)                       NAVD 88
 RF0349
 RF0349  VERT ORDER  -  SECOND    CLASS 0
 RF0349
 RF0349.The horizontal coordinates were scaled from a topographic map and have
 RF0349.an estimated accuracy of +/- 6 seconds.
 RF0349
 RF0349.The orthometric height was determined by differential leveling
 RF0349.and adjusted by the National Geodetic Survey in June 1991..
 RF0349
 RF0349.The geoid height was determined by GEOID03.
 RF0349
 RF0349.The dynamic height is computed by dividing the NAVD 88
 RF0349.geopotential number by the normal gravity value computed on the
 RF0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0349.degrees latitude (g = 980.6199 gals.).
 RF0349
 RF0349.The modeled gravity was interpolated from observed gravity values.
 RF0349
 RF0349;                    North         East    Units  Estimated Accuracy
 RF0349;SPC ME E     -   339,790.      196,520.      MT  (+/- 180 meters Scaled)
 RF0349
 RF0349                          SUPERSEDED SURVEY CONTROL
 RF0349
 RF0349  NGVD 29 (??/??/92)  365.170  (m)         1198.06   (f) ADJ UNCH    2 0
 RF0349
 RF0349.Superseded values are not recommended for survey control.
 RF0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0349.See file dsdata.txt to determine how the superseded data were derived.
 RF0349
 RF0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM347740(NAD 83)
 RF0349_MARKER: DB = BENCH MARK DISK
 RF0349_SETTING: 80 = SET IN A BOULDER
 RF0349_SP_SET: BOULDER
 RF0349_STAMPING: B 109 1953
 RF0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0349+STABILITY: SURFACE MOTION
 RF0349
 RF0349  HISTORY     - Date     Condition        Report By
 RF0349  HISTORY     - 1953     MONUMENTED       CGS
 RF0349  HISTORY     - 1981     GOOD             NGS
 RF0349
 RF0349                          STATION DESCRIPTION
 RF0349
 RF0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0349'7.7 MI E FROM LAC FRONTIERE.
 RF0349'ABOUT 7.7 MILES EAST ALONG A PRIVATE GRAVEL ROAD LEADING TO
 RF0349'CLAYTON LAKE FROM THE JUNCTION OF ROUTE 24 AT LAC FRONTIERE,
 RF0349'ABOUT 0.3 MILE EAST OF A 30-FOOT LOG BRIDGE OVER A STREAM, 149
 RF0349'FEET SOUTH OF CENTER LINE OF ROAD AND NEAR THE TOP OF A GENTLE GRADE,
 RF0349'IN THE TOP OF A 1-FOOT HIGH 6 BY 5-FOOT BOULDER, 1 FOOT EAST OF
 RF0349'WEST EDGE OF BOULDER, 3 FEET NORTH OF SOUTH EDGE OF BOULDER AND
 RF0349'ABOUT LEVEL WITH ROAD.
 RF0349
 RF0349                          STATION RECOVERY (1981)
 RF0349
 RF0349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RF0349'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0011 ***********************************************************************
 RF0011  DESIGNATION -  B 11
 RF0011  PID         -  RF0011
 RF0011  STATE/COUNTY-  ME/AROOSTOOK
 RF0011  USGS QUAD   -  SQUA PAN (1986)
 RF0011
 RF0011                         *CURRENT SURVEY CONTROL
 RF0011  ___________________________________________________________________
 RF0011* NAD 83(1986)-  46 37 11.     (N)    068 25 10.     (W)     SCALED    
 RF0011* NAVD 88     -       174.997  (meters)     574.14   (feet)  ADJUSTED  
 RF0011  ___________________________________________________________________
 RF0011  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 RF0011  DYNAMIC HT  -         175.013 (meters)     574.19  (feet)  COMP
 RF0011  MODELED GRAV-     980,704.1   (mgal)                       NAVD 88
 RF0011
 RF0011  VERT ORDER  -  FIRST     CLASS II
 RF0011
 RF0011.The horizontal coordinates were scaled from a topographic map and have
 RF0011.an estimated accuracy of +/- 6 seconds.
 RF0011
 RF0011.The orthometric height was determined by differential leveling
 RF0011.and adjusted by the National Geodetic Survey in June 1991..
 RF0011.WARNING-Repeat measurements at this control monument indicate possible
 RF0011.vertical movement.
 RF0011
 RF0011.The geoid height was determined by GEOID03.
 RF0011
 RF0011.The dynamic height is computed by dividing the NAVD 88
 RF0011.geopotential number by the normal gravity value computed on the
 RF0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0011.degrees latitude (g = 980.6199 gals.).
 RF0011
 RF0011.The modeled gravity was interpolated from observed gravity values.
 RF0011
 RF0011;                    North         East    Units  Estimated Accuracy
 RF0011;SPC ME E     -   328,160.      306,170.      MT  (+/- 180 meters Scaled)
 RF0011
 RF0011                          SUPERSEDED SURVEY CONTROL
 RF0011
 RF0011  NGVD 29 (??/??/92)  175.174  (m)          574.72   (f) ADJ UNCH    1 2
 RF0011
 RF0011.Superseded values are not recommended for survey control.
 RF0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0011.See file dsdata.txt to determine how the superseded data were derived.
 RF0011
 RF0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM444630(NAD 83)
 RF0011_MARKER: DB = BENCH MARK DISK
 RF0011_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RF0011_SP_SET: CULVERT
 RF0011_STAMPING: 574.717 B 11 1927
 RF0011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RF0011
 RF0011  HISTORY     - Date     Condition        Report By
 RF0011  HISTORY     - 1927     MONUMENTED       CGS
 RF0011  HISTORY     - 1953     GOOD             NGS
 RF0011  HISTORY     - 1978     GOOD             NGS
 RF0011
 RF0011                          STATION DESCRIPTION
 RF0011
 RF0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 RF0011'0.9 MI S FROM ASHLAND.
 RF0011'ABOUT 0.9 MILE SOUTH ALONG THE BANGOR AND AROOSTOOK RAILROAD
 RF0011'FROM THE STATION AT ASHLAND, IN THE TOP OF THE NORTHEAST END
 RF0011'OF NORTHWEST HEAD WALL OF 4-FOOT CONCRETE CULVERT NO. A 42.26,
 RF0011'66 YARDS SOUTHWEST OF A PRIVATE ROAD CROSSING, 14 1/2 FEET
 RF0011'NORTHWEST OF NORTHWEST RAIL AND ABOUT 5 FEET BELOW LEVEL OF
 RF0011'TRACK.
 RF0011
 RF0011                          STATION RECOVERY (1978)
 RF0011
 RF0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 RF0011'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0339 ***********************************************************************
 RF0339  DESIGNATION -  B 110
 RF0339  PID         -  RF0339
 RF0339  STATE/COUNTY-  ME/AROOSTOOK
 RF0339  USGS QUAD   -  NINEMILE BRIDGE (1986)
 RF0339
 RF0339                         *CURRENT SURVEY CONTROL
 RF0339  ___________________________________________________________________
 RF0339* NAD 83(1986)-  46 41 42.     (N)    069 42 43.     (W)     SCALED    
 RF0339* NAVD 88     -       293.210  (meters)     961.97   (feet)  ADJUSTED  
 RF0339  ___________________________________________________________________
 RF0339  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 RF0339  DYNAMIC HT  -         293.223 (meters)     962.02  (feet)  COMP
 RF0339  MODELED GRAV-     980,652.1   (mgal)                       NAVD 88
 RF0339
 RF0339  VERT ORDER  -  SECOND    CLASS 0
 RF0339
 RF0339.The horizontal coordinates were scaled from a topographic map and have
 RF0339.an estimated accuracy of +/- 6 seconds.
 RF0339
 RF0339.The orthometric height was determined by differential leveling
 RF0339.and adjusted by the National Geodetic Survey in June 1991..
 RF0339
 RF0339.The geoid height was determined by GEOID03.
 RF0339
 RF0339.The dynamic height is computed by dividing the NAVD 88
 RF0339.geopotential number by the normal gravity value computed on the
 RF0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0339.degrees latitude (g = 980.6199 gals.).
 RF0339
 RF0339.The modeled gravity was interpolated from observed gravity values.
 RF0339
 RF0339;                    North         East    Units  Estimated Accuracy
 RF0339;SPC ME E     -   337,240.      207,310.      MT  (+/- 180 meters Scaled)
 RF0339
 RF0339                          SUPERSEDED SURVEY CONTROL
 RF0339
 RF0339  NGVD 29 (??/??/92)  293.393  (m)          962.57   (f) ADJ UNCH    2 0
 RF0339
 RF0339.Superseded values are not recommended for survey control.
 RF0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0339.See file dsdata.txt to determine how the superseded data were derived.
 RF0339
 RF0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM455715(NAD 83)
 RF0339_MARKER: DB = BENCH MARK DISK
 RF0339_SETTING: 80 = SET IN A BOULDER
 RF0339_SP_SET: BOULDER
 RF0339_STAMPING: B 110 1953
 RF0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0339+STABILITY: SURFACE MOTION
 RF0339
 RF0339  HISTORY     - Date     Condition        Report By
 RF0339  HISTORY     - 1953     MONUMENTED       CGS
 RF0339  HISTORY     - 1966     GOOD             NGS
 RF0339
 RF0339                          STATION DESCRIPTION
 RF0339
 RF0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0339'11.4 MI NW FROM CLAYTON LAKE.
 RF0339'ABOUT 11.45 MILES NORTHWEST ALONG A PRIVATE GRAVEL ROAD LEADING
 RF0339'TO LAC FRONTIERE FROM THE POST OFFICE AT CLAYTON LAKE, IN A
 RF0339'THICK GROWTH OF SMALL TREES, IN THE TOP OF THE NORTH EDGE OF
 RF0339'A LARGE MOSS COVERED BOULDER, 38 FEET SOUTHWEST OF CENTER
 RF0339'LINE OF ROAD, 52 FEET SOUTHWEST AND ACROSS ROAD FROM A TELEPHONE
 RF0339'POLE WITH A BRACE WIRE, 3 FEET EAST OF WEST CORNER OF ROCK,
 RF0339'1 FOOT SOUTH OF NORTH EDGE OF ROCK, ABOUT 2 FEET ABOVE GROUND
 RF0339'AND ABOUT LEVEL WITH ROAD.  NOTE-- MARK IS ABOUT 0.85 MILE
 RF0339'SOUTHEAST OF BRIDGE OVER SAINT JOHN RIVER.
 RF0339
 RF0339                          STATION RECOVERY (1966)
 RF0339
 RF0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 RF0339'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0686 ***********************************************************************
 QG0686  DESIGNATION -  B 111
 QG0686  PID         -  QG0686
 QG0686  STATE/COUNTY-  ME/PISCATAQUIS
 QG0686  USGS QUAD   -  CARIBOU LAKE SOUTH (1988)
 QG0686
 QG0686                         *CURRENT SURVEY CONTROL
 QG0686  ___________________________________________________________________
 QG0686* NAD 83(1986)-  45 45 32.     (N)    069 21 44.     (W)     SCALED    
 QG0686* NAVD 88     -       371.014  (meters)    1217.24   (feet)  ADJUSTED  
 QG0686  ___________________________________________________________________
 QG0686  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 QG0686  DYNAMIC HT  -         371.006 (meters)    1217.21  (feet)  COMP
 QG0686  MODELED GRAV-     980,583.8   (mgal)                       NAVD 88
 QG0686
 QG0686  VERT ORDER  -  SECOND    CLASS 0
 QG0686
 QG0686.The horizontal coordinates were scaled from a topographic map and have
 QG0686.an estimated accuracy of +/- 6 seconds.
 QG0686
 QG0686.The orthometric height was determined by differential leveling
 QG0686.and adjusted by the National Geodetic Survey in June 1991..
 QG0686
 QG0686.The geoid height was determined by GEOID03.
 QG0686
 QG0686.The dynamic height is computed by dividing the NAVD 88
 QG0686.geopotential number by the normal gravity value computed on the
 QG0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0686.degrees latitude (g = 980.6199 gals.).
 QG0686
 QG0686.The modeled gravity was interpolated from observed gravity values.
 QG0686
 QG0686;                    North         East    Units  Estimated Accuracy
 QG0686;SPC ME E     -   232,840.      232,930.      MT  (+/- 180 meters Scaled)
 QG0686
 QG0686                          SUPERSEDED SURVEY CONTROL
 QG0686
 QG0686  NGVD 29 (??/??/92)  371.170  (m)         1217.75   (f) ADJ UNCH    2 0
 QG0686
 QG0686.Superseded values are not recommended for survey control.
 QG0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0686.See file dsdata.txt to determine how the superseded data were derived.
 QG0686
 QG0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL718673(NAD 83)
 QG0686_MARKER: DB = BENCH MARK DISK
 QG0686_SETTING: 66 = SET IN ROCK OUTCROP
 QG0686_SP_SET: ROCK OUTCROP
 QG0686_STAMPING: B 111 1953
 QG0686_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0686+STABILITY: POSITION/ELEVATION WELL
 QG0686
 QG0686  HISTORY     - Date     Condition        Report By
 QG0686  HISTORY     - 1953     MONUMENTED       CGS
 QG0686  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 QG0686
 QG0686                          STATION DESCRIPTION
 QG0686
 QG0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0686'9 MI NE FROM KOKADJO.
 QG0686'8.3 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 QG0686'KOKADJO TO A ROAD JUNCTION AT A POINT ABOUT 0.1 MILE NORTHEAST
 QG0686'OF BRIDGE OVER BEAR BROOK, THENCE ABOUT 0.65 MILE NORTH AND
 QG0686'NORTHWEST ALONG A PRIVATE GRAVEL ROAD, ABOUT 0.75 MILE SOUTHEAST
 QG0686'OF A BRIDGE OVER BEAR BROOK, 23 FEET NORTHEAST OF CENTER LINE
 QG0686'OF ROAD, 370 FEET NORTH-NORTHWEST OF A 12-INCH PIPE CULVERT,
 QG0686'IN THE TOP OF A VERY LARGE SHALE OUTCROP THAT PROJECTS OUT OF
 QG0686'HILL SIDE, 13 1/2 FEET NORTH-NORTHEAST OF A 6-INCH TRIANGLE CUT
 QG0686'IN FACE OF OUTCROP, 12 FEET NORTHEAST OF SOUTHWEST END OF OUTCROP,
 QG0686'AND ABOUT 4 FEET ABOVE LEVEL OF ROAD.
 QG0686
 QG0686                          STATION RECOVERY (1984)
 QG0686
 QG0686'RECOVERY NOTE BY US POWER SQUADRON 1984 (RPS)
 QG0686'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0053 ***********************************************************************
 RG0053  DESIGNATION -  B 112
 RG0053  PID         -  RG0053
 RG0053  STATE/COUNTY-  ME/SOMERSET
 RG0053  USGS QUAD   -  HARDWOOD MOUNTAIN SE (1989)
 RG0053
 RG0053                         *CURRENT SURVEY CONTROL
 RG0053  ___________________________________________________________________
 RG0053* NAD 83(1986)-  46 15 57.     (N)    070 02 38.     (W)     SCALED    
 RG0053* NAVD 88     -       470.478  (meters)    1543.56   (feet)  ADJUSTED  
 RG0053  ___________________________________________________________________
 RG0053  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 RG0053  DYNAMIC HT  -         470.470 (meters)    1543.53  (feet)  COMP
 RG0053  MODELED GRAV-     980,584.8   (mgal)                       NAVD 88
 RG0053
 RG0053  VERT ORDER  -  SECOND    CLASS 0
 RG0053
 RG0053.The horizontal coordinates were scaled from a topographic map and have
 RG0053.an estimated accuracy of +/- 6 seconds.
 RG0053
 RG0053.The orthometric height was determined by differential leveling
 RG0053.and adjusted by the National Geodetic Survey in June 1991..
 RG0053
 RG0053.The geoid height was determined by GEOID03.
 RG0053
 RG0053.The dynamic height is computed by dividing the NAVD 88
 RG0053.geopotential number by the normal gravity value computed on the
 RG0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RG0053.degrees latitude (g = 980.6199 gals.).
 RG0053
 RG0053.The modeled gravity was interpolated from observed gravity values.
 RG0053
 RG0053;                    North         East    Units  Estimated Accuracy
 RG0053;SPC ME W     -   381,420.      909,470.      MT  (+/- 180 meters Scaled)
 RG0053
 RG0053                          SUPERSEDED SURVEY CONTROL
 RG0053
 RG0053  NGVD 29 (??/??/92)  470.626  (m)         1544.05   (f) ADJ UNCH    2 0
 RG0053
 RG0053.Superseded values are not recommended for survey control.
 RG0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0053.See file dsdata.txt to determine how the superseded data were derived.
 RG0053
 RG0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM195241(NAD 83)
 RG0053_MARKER: DB = BENCH MARK DISK
 RG0053_SETTING: 66 = SET IN ROCK OUTCROP
 RG0053_SP_SET: ROCK LEDGE
 RG0053_STAMPING: B 112 1953
 RG0053_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RG0053+STABILITY: POSITION/ELEVATION WELL
 RG0053
 RG0053  HISTORY     - Date     Condition        Report By
 RG0053  HISTORY     - 1953     MONUMENTED       CGS
 RG0053  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RG0053
 RG0053                          STATION DESCRIPTION
 RG0053
 RG0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RG0053'19 MI NE FROM STE AURELIE.
 RG0053'19.0 MILES NORTHEAST ALONG A GRAVEL ROAD LEADING TO FRANCIS LAKE
 RG0053'FROM THE CHURCH AT STE AURELIE, AT BREAK IN GRADE, IN THE TOP
 RG0053'OF AN OUTCROPPING ROCK LEDGE WITH ABOUT 1 1/2 BY 4 1/2-FOOT
 RG0053'EXPOSED SURFACE, 21 FEET NORTH OF CENTER LINE OF ROAD, 52 FEET
 RG0053'NORTH-NORTHEAST AND ACROSS ROAD FROM A TRIANGULAR BLAZED 12-INCH
 RG0053'MAPLE TREE, 55 FEET EAST-SOUTHEAST OF A TRIANGULAR BLAZED 9-INCH
 RG0053'MAPLE TREE, 16 1/2 FEET SOUTH OF A TRIANGULAR BLAZED 14-INCH
 RG0053'BALSAM TREE AND ABOUT 1/2 FOOT ABOVE LEVEL OF ROAD.
 RG0053
 RG0053                          STATION RECOVERY (1985)
 RG0053
 RG0053'RECOVERY NOTE BY US POWER SQUADRON 1985 (LEP)
 RG0053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0258 ***********************************************************************
 RF0258  DESIGNATION -  B 113
 RF0258  PID         -  RF0258
 RF0258  STATE/COUNTY-  ME/SOMERSET
 RF0258  USGS QUAD   -  TURNER POND (1989)
 RF0258
 RF0258                         *CURRENT SURVEY CONTROL
 RF0258  ___________________________________________________________________
 RF0258* NAD 83(1986)-  46 17 40.     (N)    069 49 49.     (W)     SCALED    
 RF0258* NAVD 88     -       422.987  (meters)    1387.75   (feet)  ADJUSTED  
 RF0258  ___________________________________________________________________
 RF0258  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 RF0258  DYNAMIC HT  -         422.982 (meters)    1387.73  (feet)  COMP
 RF0258  MODELED GRAV-     980,590.0   (mgal)                       NAVD 88
 RF0258
 RF0258  VERT ORDER  -  SECOND    CLASS 0
 RF0258
 RF0258.The horizontal coordinates were scaled from a topographic map and have
 RF0258.an estimated accuracy of +/- 6 seconds.
 RF0258
 RF0258.The orthometric height was determined by differential leveling
 RF0258.and adjusted by the National Geodetic Survey in June 1991..
 RF0258
 RF0258.The geoid height was determined by GEOID03.
 RF0258
 RF0258.The dynamic height is computed by dividing the NAVD 88
 RF0258.geopotential number by the normal gravity value computed on the
 RF0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0258.degrees latitude (g = 980.6199 gals.).
 RF0258
 RF0258.The modeled gravity was interpolated from observed gravity values.
 RF0258
 RF0258;                    North         East    Units  Estimated Accuracy
 RF0258;SPC ME W     -   384,650.      925,920.      MT  (+/- 180 meters Scaled)
 RF0258
 RF0258                          SUPERSEDED SURVEY CONTROL
 RF0258
 RF0258  NGVD 29 (??/??/92)  423.140  (m)         1388.25   (f) ADJ UNCH    2 0
 RF0258
 RF0258.Superseded values are not recommended for survey control.
 RF0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0258.See file dsdata.txt to determine how the superseded data were derived.
 RF0258
 RF0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM360270(NAD 83)
 RF0258_MARKER: DB = BENCH MARK DISK
 RF0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RF0258_STAMPING: B 113 1953
 RF0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0258+STABILITY: SURFACE MOTION
 RF0258
 RF0258  HISTORY     - Date     Condition        Report By
 RF0258  HISTORY     - 1953     MONUMENTED       CGS
 RF0258  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RF0258
 RF0258                          STATION DESCRIPTION
 RF0258
 RF0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0258'30.6 MI NE FROM STE AURELIE.
 RF0258'ABOUT 3.06 MILES NORTHEAST AND EAST ALONG A GRAVEL ROAD LEADING
 RF0258'TO FRANCIS LAKE FROM THE CHURCH AT STE AURELIE, ABOUT 0.85 MILE
 RF0258'EAST OF ENTRANCE TO A GRAVEL PIT ON NORTH SIDE OF ROAD, 28 FEET
 RF0258'SOUTH OF CENTER LINE OF ROAD, 71 FEET SOUTHEAST AND ACROSS ROAD
 RF0258'FROM A TRIANGULAR BLAZED 12-INCH CEDAR TREE, 210 FEET EAST OF
 RF0258'A DITCH DRAINING TO THE SOUTH, 126 FEET EAST OF A TRIANGULAR
 RF0258'BLAZED 8-INCH CEDAR TREE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS
 RF0258'POST, ABOUT 1/2 FOOT BELOW LEVEL OF ROAD AND SET IN THE TOP OF
 RF0258'A CONCRETE POST PROJECTING 4 INCHES.
 RF0258
 RF0258                          STATION RECOVERY (1985)
 RF0258
 RF0258'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLM)
 RF0258'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0338 ***********************************************************************
 QG0338  DESIGNATION -  B 114
 QG0338  PID         -  QG0338
 QG0338  STATE/COUNTY-  ME/PISCATAQUIS
 QG0338  USGS QUAD   -  MILO SOUTH (1983)
 QG0338
 QG0338                         *CURRENT SURVEY CONTROL
 QG0338  ___________________________________________________________________
 QG0338* NAD 83(1986)-  45 11 58.     (N)    068 54 24.     (W)     SCALED    
 QG0338* NAVD 88     -        96.103  (meters)     315.30   (feet)  ADJUSTED  
 QG0338  ___________________________________________________________________
 QG0338  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 QG0338  DYNAMIC HT  -          96.102 (meters)     315.29  (feet)  COMP
 QG0338  MODELED GRAV-     980,602.8   (mgal)                       NAVD 88
 QG0338
 QG0338  VERT ORDER  -  FIRST     CLASS II
 QG0338
 QG0338.The horizontal coordinates were scaled from a topographic map and have
 QG0338.an estimated accuracy of +/- 6 seconds.
 QG0338
 QG0338.The orthometric height was determined by differential leveling
 QG0338.and adjusted by the National Geodetic Survey in June 1991..
 QG0338
 QG0338.The geoid height was determined by GEOID03.
 QG0338
 QG0338.The dynamic height is computed by dividing the NAVD 88
 QG0338.geopotential number by the normal gravity value computed on the
 QG0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0338.degrees latitude (g = 980.6199 gals.).
 QG0338
 QG0338.The modeled gravity was interpolated from observed gravity values.
 QG0338
 QG0338;                    North         East    Units  Estimated Accuracy
 QG0338;SPC ME E     -   170,390.      268,050.      MT  (+/- 180 meters Scaled)
 QG0338
 QG0338                          SUPERSEDED SURVEY CONTROL
 QG0338
 QG0338  NGVD 29 (??/??/92)   96.286  (m)          315.90   (f) ADJ UNCH    1 2
 QG0338
 QG0338.Superseded values are not recommended for survey control.
 QG0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0338.See file dsdata.txt to determine how the superseded data were derived.
 QG0338
 QG0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL073051(NAD 83)
 QG0338_MARKER: DB = BENCH MARK DISK
 QG0338_SETTING: 66 = SET IN ROCK OUTCROP
 QG0338_SP_SET: ROCK OUTCROP
 QG0338_STAMPING: B 114 1953
 QG0338_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0338+STABILITY: POSITION/ELEVATION WELL
 QG0338
 QG0338  HISTORY     - Date     Condition        Report By
 QG0338  HISTORY     - 1953     MONUMENTED       CGS
 QG0338  HISTORY     - 1978     GOOD             NGS
 QG0338
 QG0338                          STATION DESCRIPTION
 QG0338
 QG0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0338'3.9 MI NW FROM LAGRANGE.
 QG0338'3.9 MILES NORTHWEST ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 QG0338'THE STATION AT LAGRANGE, AT A BLACK TOP ROAD CROSSING, IN THE TOP
 QG0338'OF A LARGE ROCK OUTCROP, 145 FEET WEST OF SOUTHWEST RAIL OF TRACK
 QG0338'AT CENTER OF CROSSING, 28 FEET SOUTH OF CENTER LINE OF ROAD, 32
 QG0338'FEET WEST OF THE SECOND POWER POLE WEST OF THE TRACK AND ABOUT
 QG0338'3 FEET ABOVE LEVEL OF ROAD.
 QG0338
 QG0338                          STATION RECOVERY (1978)
 QG0338
 QG0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0338'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SE0010 ***********************************************************************
 SE0010  DESIGNATION -  B 115
 SE0010  PID         -  SE0010
 SE0010  STATE/COUNTY-  ME/AROOSTOOK
 SE0010  USGS QUAD   -  DOYLE RIDGE (1986)
 SE0010
 SE0010                         *CURRENT SURVEY CONTROL
 SE0010  ___________________________________________________________________
 SE0010* NAD 83(1986)-  47 05 03.     (N)    067 59 12.     (W)     SCALED    
 SE0010* NAVD 88     -       266.803  (meters)     875.34   (feet)  ADJUSTED  
 SE0010  ___________________________________________________________________
 SE0010  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 SE0010  DYNAMIC HT  -         266.837 (meters)     875.45  (feet)  COMP
 SE0010  MODELED GRAV-     980,731.7   (mgal)                       NAVD 88
 SE0010
 SE0010  VERT ORDER  -  SECOND    CLASS 0
 SE0010
 SE0010.The horizontal coordinates were scaled from a topographic map and have
 SE0010.an estimated accuracy of +/- 6 seconds.
 SE0010
 SE0010.The orthometric height was determined by differential leveling
 SE0010.and adjusted by the National Geodetic Survey in June 1991..
 SE0010
 SE0010.The geoid height was determined by GEOID03.
 SE0010
 SE0010.The dynamic height is computed by dividing the NAVD 88
 SE0010.geopotential number by the normal gravity value computed on the
 SE0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SE0010.degrees latitude (g = 980.6199 gals.).
 SE0010
 SE0010.The modeled gravity was interpolated from observed gravity values.
 SE0010
 SE0010;                    North         East    Units  Estimated Accuracy
 SE0010;SPC ME E     -   379,910.      338,980.      MT  (+/- 180 meters Scaled)
 SE0010
 SE0010                          SUPERSEDED SURVEY CONTROL
 SE0010
 SE0010  NGVD 29 (??/??/92)  266.972  (m)          875.89   (f) ADJ UNCH    2 0
 SE0010
 SE0010.Superseded values are not recommended for survey control.
 SE0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SE0010.See file dsdata.txt to determine how the superseded data were derived.
 SE0010
 SE0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN769150(NAD 83)
 SE0010_MARKER: DB = BENCH MARK DISK
 SE0010_SETTING: 66 = SET IN ROCK OUTCROP
 SE0010_SP_SET: ROCK LEDGE
 SE0010_STAMPING: B 115 1953
 SE0010_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SE0010+STABILITY: POSITION/ELEVATION WELL
 SE0010
 SE0010  HISTORY     - Date     Condition        Report By
 SE0010  HISTORY     - 1953     MONUMENTED       CGS
 SE0010
 SE0010                          STATION DESCRIPTION
 SE0010
 SE0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 SE0010'5.9 MI S FROM VAN BUREN.
 SE0010'5.9 MILES SOUTH ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 SE0010'VAN BUREN, ABOUT 0.15 MILE NORTHWEST OF A ROAD NORTH, IN THE
 SE0010'TOP OF AN OUTCROPPING ROCK LEDGE WITH 5 BY 3 1/2-FOOT EXPOSED
 SE0010'SURFACE, 126 FEET SOUTHWEST AND ACROSS A FARM DRIVE LEADING WEST
 SE0010'FROM CENTER LINE OF HIGHWAY, 43 FEET SOUTH OF CENTER LINE OF
 SE0010'FARM DRIVE, 166 FEET WEST AND ACROSS HIGHWAY FROM BM TT 4 TWC
 SE0010'(USGS), AND ABOUT 2 1/2 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0304 ***********************************************************************
 RF0304  DESIGNATION -  B 116
 RF0304  PID         -  RF0304
 RF0304  STATE/COUNTY-  ME/SOMERSET
 RF0304  USGS QUAD   -  BAKER LAKE (1989)
 RF0304
 RF0304                         *CURRENT SURVEY CONTROL
 RF0304  ___________________________________________________________________
 RF0304* NAD 83(1986)-  46 19 34.     (N)    069 56 35.     (W)     SCALED    
 RF0304* NAVD 88     -       353.890  (meters)    1161.05   (feet)  ADJUSTED  
 RF0304  ___________________________________________________________________
 RF0304  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 RF0304  DYNAMIC HT  -         353.887 (meters)    1161.04  (feet)  COMP
 RF0304  MODELED GRAV-     980,598.2   (mgal)                       NAVD 88
 RF0304
 RF0304  VERT ORDER  -  SECOND    CLASS 0
 RF0304
 RF0304.The horizontal coordinates were scaled from a topographic map and have
 RF0304.an estimated accuracy of +/- 6 seconds.
 RF0304
 RF0304.The orthometric height was determined by differential leveling
 RF0304.and adjusted by the National Geodetic Survey in June 1991..
 RF0304
 RF0304.The geoid height was determined by GEOID03.
 RF0304
 RF0304.The dynamic height is computed by dividing the NAVD 88
 RF0304.geopotential number by the normal gravity value computed on the
 RF0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0304.degrees latitude (g = 980.6199 gals.).
 RF0304
 RF0304.The modeled gravity was interpolated from observed gravity values.
 RF0304
 RF0304;                    North         East    Units  Estimated Accuracy
 RF0304;SPC ME W     -   388,140.      917,220.      MT  (+/- 180 meters Scaled)
 RF0304
 RF0304                          SUPERSEDED SURVEY CONTROL
 RF0304
 RF0304  NGVD 29 (??/??/92)  354.049  (m)         1161.58   (f) ADJ UNCH    2 0
 RF0304
 RF0304.Superseded values are not recommended for survey control.
 RF0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0304.See file dsdata.txt to determine how the superseded data were derived.
 RF0304
 RF0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM274307(NAD 83)
 RF0304_MARKER: DB = BENCH MARK DISK
 RF0304_SETTING: 66 = SET IN ROCK OUTCROP
 RF0304_SP_SET: ROCK OUTCROP
 RF0304_STAMPING: B 116 1953
 RF0304_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0304+STABILITY: POSITION/ELEVATION WELL
 RF0304
 RF0304  HISTORY     - Date     Condition        Report By
 RF0304  HISTORY     - 1953     MONUMENTED       CGS
 RF0304
 RF0304                          STATION DESCRIPTION
 RF0304
 RF0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0304'2.8 MI N FROM BAKER LAKE.
 RF0304'ABOUT 2.75 MILES NORTH ALONG A DIM TRAIL FOLLOWING A TELEPHONE
 RF0304'LINE FROM THE BRIDGE OVER BAKER BRANCH AT BAKER LAKE, ABOUT 55
 RF0304'YARDS NORTH OF A FORD ACROSS A ROCKY STREAM, IN THE TOP OF THE
 RF0304'HIGHEST POINT OF A ROCK OUTCROP EXTENDING ACROSS TRAIL, 3 FEET
 RF0304'SOUTHEAST OF NORTH CORNER OF OUTCROP, 1 FOOT SOUTHWEST OF
 RF0304'NORTHEAST EDGE OF OUTCROP, 27.8 FEET NORTHEAST OF A TRIANGULAR
 RF0304'BLAZED 6-INCH SPRUCE TREE WITH A TELEPHONE WIRE TACKED TO IT,
 RF0304'AND ABOUT 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0718 ***********************************************************************
 QG0718  DESIGNATION -  B 118
 QG0718  PID         -  QG0718
 QG0718  STATE/COUNTY-  ME/PISCATAQUIS
 QG0718  USGS QUAD   -  BROWNVILLE JUNCTION (1988)
 QG0718
 QG0718                         *CURRENT SURVEY CONTROL
 QG0718  ___________________________________________________________________
 QG0718* NAD 83(1986)-  45 19 03.     (N)    069 02 43.     (W)     SCALED    
 QG0718* NAVD 88     -       118.725  (meters)     389.52   (feet)  POSTED    
 QG0718  ___________________________________________________________________
 QG0718  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 QG0718  DYNAMIC HT  -         118.720 (meters)     389.50  (feet)  COMP
 QG0718  MODELED GRAV-     980,597.6   (mgal)                       NAVD 88
 QG0718
 QG0718  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QG0718
 QG0718.The horizontal coordinates were scaled from a topographic map and have
 QG0718.an estimated accuracy of +/- 6 seconds.
 QG0718
 QG0718.The orthometric height was determined by differential leveling
 QG0718.and adjusted by the National Geodetic Survey in 1992..
 QG0718.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QG0718.rate of 0.0 thru 1.0 mm/km.
 QG0718
 QG0718.The geoid height was determined by GEOID03.
 QG0718
 QG0718.The dynamic height is computed by dividing the NAVD 88
 QG0718.geopotential number by the normal gravity value computed on the
 QG0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0718.degrees latitude (g = 980.6199 gals.).
 QG0718
 QG0718.The modeled gravity was interpolated from observed gravity values.
 QG0718
 QG0718;                    North         East    Units  Estimated Accuracy
 QG0718;SPC ME E     -   183,570.      257,250.      MT  (+/- 180 meters Scaled)
 QG0718
 QG0718                          SUPERSEDED SURVEY CONTROL
 QG0718
 QG0718  NGVD 29 (??/??/92)  118.900  (m)          390.09   (f) ADJ UNCH    1 2
 QG0718
 QG0718.Superseded values are not recommended for survey control.
 QG0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0718.See file dsdata.txt to determine how the superseded data were derived.
 QG0718
 QG0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL964182(NAD 83)
 QG0718_MARKER: DB = BENCH MARK DISK
 QG0718_SETTING: 80 = SET IN A BOULDER
 QG0718_SP_SET: BOULDER
 QG0718_STAMPING: B 118 1953
 QG0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0718+STABILITY: SURFACE MOTION
 QG0718
 QG0718  HISTORY     - Date     Condition        Report By
 QG0718  HISTORY     - 1953     MONUMENTED       CGS
 QG0718  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 QG0718
 QG0718                          STATION DESCRIPTION
 QG0718
 QG0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0718'2.4 MI SE FROM BROWNVILLE JUNCTION.
 QG0718'2.4 MILES SOUTHEAST ALONG SPUR TRACK OF THE BANGOR AND AROOSTOOK
 QG0718'RAILROAD LEADING TO BROWNVILLE FROM THE JUNCTION OF THE CANADIAN
 QG0718'PACIFIC RAILWAY AT BROWNVILLE JUNCTION, ABOUT 0.5 MILE NORTHWEST
 QG0718'OF MILE POST K 1, ABOUT 50 YARDS SOUTHEAST OF THE TOP OF A GRADE,
 QG0718'IN THE TOP OF THE HIGH POINT OF A 3-FOOT HIGH 6 BY 6-FOOT BURIED
 QG0718'BOULDER WHICH IS UNDER R/W FENCE, 29 FEET NORTHEAST OF NORTHEAST
 QG0718'RAIL, 58 1/2 FEET NORTHEAST AND ACROSS TRACK FROM TELEPHONE
 QG0718'POLE WITH SIGN MARKING MILEAGE K 1 1/2, 1 1/2 FEET SOUTHWEST OF
 QG0718'R/W FENCE LINE AND ABOUT LEVEL WITH TOP OF RAIL.
 QG0718
 QG0718                          STATION RECOVERY (1983)
 QG0718
 QG0718'RECOVERY NOTE BY US POWER SQUADRON 1983 (DVH)
 QG0718'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0108 ***********************************************************************
 RF0108  DESIGNATION -  B 12
 RF0108  PID         -  RF0108
 RF0108  STATE/COUNTY-  ME/AROOSTOOK
 RF0108  USGS QUAD   -  OAKFIELD (1986)
 RF0108
 RF0108                         *CURRENT SURVEY CONTROL
 RF0108  ___________________________________________________________________
 RF0108* NAD 83(1986)-  46 04 54.     (N)    068 11 04.     (W)     SCALED    
 RF0108* NAVD 88     -       195.531  (meters)     641.50   (feet)  ADJUSTED  
 RF0108  ___________________________________________________________________
 RF0108  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 RF0108  DYNAMIC HT  -         195.538 (meters)     641.53  (feet)  COMP
 RF0108  MODELED GRAV-     980,649.9   (mgal)                       NAVD 88
 RF0108
 RF0108  VERT ORDER  -  FIRST     CLASS II
 RF0108
 RF0108.The horizontal coordinates were scaled from a topographic map and have
 RF0108.an estimated accuracy of +/- 6 seconds.
 RF0108
 RF0108.The orthometric height was determined by differential leveling
 RF0108.and adjusted by the National Geodetic Survey in June 1991..
 RF0108
 RF0108.The geoid height was determined by GEOID03.
 RF0108
 RF0108.The dynamic height is computed by dividing the NAVD 88
 RF0108.geopotential number by the normal gravity value computed on the
 RF0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0108.degrees latitude (g = 980.6199 gals.).
 RF0108
 RF0108.The modeled gravity was interpolated from observed gravity values.
 RF0108
 RF0108;                    North         East    Units  Estimated Accuracy
 RF0108;SPC ME E     -   268,400.      324,410.      MT  (+/- 180 meters Scaled)
 RF0108
 RF0108                          SUPERSEDED SURVEY CONTROL
 RF0108
 RF0108  NGVD 29 (??/??/92)  195.701  (m)          642.06   (f) ADJ UNCH    1 2
 RF0108
 RF0108.Superseded values are not recommended for survey control.
 RF0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0108.See file dsdata.txt to determine how the superseded data were derived.
 RF0108
 RF0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM630034(NAD 83)
 RF0108_MARKER: DB = BENCH MARK DISK
 RF0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RF0108_STAMPING: 642.062 B 12 1927
 RF0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0108+STABILITY: SURFACE MOTION
 RF0108
 RF0108  HISTORY     - Date     Condition        Report By
 RF0108  HISTORY     - 1927     MONUMENTED       CGS
 RF0108  HISTORY     - 1959     GOOD             NGS
 RF0108  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 RF0108
 RF0108                          STATION DESCRIPTION
 RF0108
 RF0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RF0108'AT DYER BROOK.
 RF0108'AT DYER BROOK, 9 1/2 RAILS WEST OF THE U.S. HIGHWAY 2 OVERPASS
 RF0108'OVER THE BANGOR AND AROOSTOOK RAILROAD, 35 FEET SOUTH OF THE
 RF0108'SOUTH RAIL, 16 1/2 FEET EAST OF TELEPHONE POLE, 5 1/2 FEET NORTH
 RF0108'OF FENCE LINE, SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES
 RF0108'ABOVE THE GROUND, 4 FEET ABOVE THE LEVEL OF THE TRACK.
 RF0108
 RF0108                          STATION RECOVERY (1984)
 RF0108
 RF0108'RECOVERY NOTE BY US POWER SQUADRON 1984 (LAP)
 RF0108'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0081 ***********************************************************************
 RF0081  DESIGNATION -  B 120
 RF0081  PID         -  RF0081
 RF0081  STATE/COUNTY-  ME/AROOSTOOK
 RF0081  USGS QUAD   -  PRESQUE ISLE (1984)
 RF0081
 RF0081                         *CURRENT SURVEY CONTROL
 RF0081  ___________________________________________________________________
 RF0081* NAD 83(1986)-  46 41 35.     (N)    068 02 46.     (W)     SCALED    
 RF0081* NAVD 88     -       146.109  (meters)     479.36   (feet)  ADJUSTED  
 RF0081  ___________________________________________________________________
 RF0081  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 RF0081  DYNAMIC HT  -         146.124 (meters)     479.41  (feet)  COMP
 RF0081  MODELED GRAV-     980,710.5   (mgal)                       NAVD 88
 RF0081
 RF0081  VERT ORDER  -  SECOND    CLASS 0
 RF0081
 RF0081.This mark is at Northern Maine Regional At Presque Isle Airport (PQI)
 RF0081
 RF0081.The horizontal coordinates were scaled from a topographic map and have
 RF0081.an estimated accuracy of +/- 6 seconds.
 RF0081
 RF0081.The orthometric height was determined by differential leveling
 RF0081.and adjusted by the National Geodetic Survey in June 1991..
 RF0081
 RF0081.The geoid height was determined by GEOID03.
 RF0081
 RF0081.The dynamic height is computed by dividing the NAVD 88
 RF0081.geopotential number by the normal gravity value computed on the
 RF0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0081.degrees latitude (g = 980.6199 gals.).
 RF0081
 RF0081.The modeled gravity was interpolated from observed gravity values.
 RF0081
 RF0081;                    North         East    Units  Estimated Accuracy
 RF0081;SPC ME E     -   336,410.      334,720.      MT  (+/- 180 meters Scaled)
 RF0081
 RF0081                          SUPERSEDED SURVEY CONTROL
 RF0081
 RF0081  NGVD 29 (??/??/92)  146.302  (m)          479.99   (f) ADJ UNCH    2 0
 RF0081
 RF0081.Superseded values are not recommended for survey control.
 RF0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0081.See file dsdata.txt to determine how the superseded data were derived.
 RF0081
 RF0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM729714(NAD 83)
 RF0081_MARKER: DB = BENCH MARK DISK
 RF0081_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RF0081_SP_SET: FOUNDATION
 RF0081_STAMPING: B 120 1963
 RF0081_MAGNETIC: N = NO MAGNETIC MATERIAL
 RF0081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0081
 RF0081  HISTORY     - Date     Condition        Report By
 RF0081  HISTORY     - 1963     MONUMENTED       CGS
 RF0081  HISTORY     - 1974     GOOD             NGS
 RF0081  HISTORY     - 19951014 GOOD             CHANCE
 RF0081
 RF0081                          STATION DESCRIPTION
 RF0081
 RF0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 RF0081'0.5 MI W FROM PRESQUE ISLE.
 RF0081'TO REACH THE STATION FROM JUNCTION OF U.S. HIGHWAY 1 AND STATE
 RF0081'HWY. 163 IN DOWNTOWN PRESQUE ISLE, GO WEST ON HWY. 163 (W. STATE
 RF0081'ST.) FOR 0.2 MI. AND JUNCTION OF HWY. 163 AND 227, CONTINUE
 RF0081'STRAIGHT ON W. STATE ST. FOR 0.4 MI. WHERE W. STATE ST.
 RF0081'CURVES RIGHT THROUGH THE OLD GATE TO P.I. AFB CONTINUE 0.7 MI.
 RF0081'CROSS R.R. AND TURN LEFT, GO 0.3 MI. TURN LEFT, CROSS R.R. AND
 RF0081'CONTINUE 0.5 MI. TO CONTROL TOWER AND NORTHEAST AIRLINES TERMINAL
 RF0081'BUILDING.  THE STATION IS IN THE SW FACE OF THE SW CORNER OF THE
 RF0081'NORTHEAST TERMINAL.  IT IS SET VERTICAL 3 FT ABOVE THE GROUND.
 RF0081
 RF0081                          STATION RECOVERY (1974)
 RF0081
 RF0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 RF0081'RECOVERED IN GOOD CONDITION.
 RF0081
 RF0081                          STATION RECOVERY (1995)
 RF0081
 RF0081'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KB)
 RF0081'RECOVERED AS DESCRIBED.  THE BUILDING REFERRED TO AS THE NORTHEAST
 RF0081'AIRLINES TERMINAL IN THE 1963 DESCRIPTION IS NOW THE PRESQUE ISLE
 RF0081'AIRPORT CIVILIAN AIR TERMINAL.  THE CONTROL TOWER NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0566 ***********************************************************************
 OC0566  DESIGNATION -  B 121
 OC0566  PID         -  OC0566
 OC0566  STATE/COUNTY-  ME/OXFORD
 OC0566  USGS QUAD   -  KEZAR FALLS (1989)
 OC0566
 OC0566                         *CURRENT SURVEY CONTROL
 OC0566  ___________________________________________________________________
 OC0566* NAD 83(1986)-  43 47 18.     (N)    070 57 55.     (W)     SCALED    
 OC0566* NAVD 88     -       116.354  (meters)     381.74   (feet)  ADJUSTED  
 OC0566  ___________________________________________________________________
 OC0566  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 OC0566  DYNAMIC HT  -         116.334 (meters)     381.67  (feet)  COMP
 OC0566  MODELED GRAV-     980,443.9   (mgal)                       NAVD 88
 OC0566
 OC0566  VERT ORDER  -  FIRST     CLASS II
 OC0566
 OC0566.The horizontal coordinates were scaled from a topographic map and have
 OC0566.an estimated accuracy of +/- 6 seconds.
 OC0566
 OC0566.The orthometric height was determined by differential leveling
 OC0566.and adjusted by the National Geodetic Survey in June 1991..
 OC0566
 OC0566.The geoid height was determined by GEOID03.
 OC0566
 OC0566.The dynamic height is computed by dividing the NAVD 88
 OC0566.geopotential number by the normal gravity value computed on the
 OC0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0566.degrees latitude (g = 980.6199 gals.).
 OC0566
 OC0566.The modeled gravity was interpolated from observed gravity values.
 OC0566
 OC0566;                    North         East    Units  Estimated Accuracy
 OC0566;SPC ME W     -   106,410.      835,720.      MT  (+/- 180 meters Scaled)
 OC0566
 OC0566                          SUPERSEDED SURVEY CONTROL
 OC0566
 OC0566  NGVD 29 (??/??/92)  116.520  (m)          382.28   (f) ADJ UNCH    1 2
 OC0566
 OC0566.Superseded values are not recommended for survey control.
 OC0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0566.See file dsdata.txt to determine how the superseded data were derived.
 OC0566
 OC0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ418502(NAD 83)
 OC0566_MARKER: DB = BENCH MARK DISK
 OC0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC0566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OC0566_STAMPING: B 121 1955
 OC0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC0566+STABILITY: SURFACE MOTION
 OC0566_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OC0566+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2005
 OC0566
 OC0566  HISTORY     - Date     Condition        Report By
 OC0566  HISTORY     - 1955     MONUMENTED       CGS
 OC0566  HISTORY     - 1975     GOOD             NGS
 OC0566  HISTORY     - 20050528 GOOD             GEOCAC
 OC0566
 OC0566                          STATION DESCRIPTION
 OC0566
 OC0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 OC0566'1.8 MI W FROM PORTER.
 OC0566'1.85 MILES WEST ALONG STATE HIGHWAY 25 FROM BRIDGE OVER MILL
 OC0566'BROOK AT PORTER, ABOUT 1.4 MILES EAST OF THE MAINE-NEW HAMPSHIRE
 OC0566'STATE LINE, ABOUT 80 YARDS WEST OF THE EXTENDED WEST FACE OF A
 OC0566'1 1/2-STORY FRAME HOUSE WHICH IS LOCATED ON NORTH SIDE OF
 OC0566'HIGHWAY, ABOUT 16 YARDS NORTH OF NORTH BANK OF OSSIPEE RIVER,
 OC0566'ABOUT 80 YARDS WEST OF CENTER OF A PRIVATE PICNIC AREA WHICH IS
 OC0566'LOCATED BETWEEN HIGHWAY AND RIVER BANK, 30 1/2 FEET SOUTH OF
 OC0566'CENTER LINE OF HIGHWAY, 2.7 FEET NORTHEAST OF TELEPHONE POLE
 OC0566'NO. 267-335, 14 1/2 FEET SOUTHWEST OF SOUTH END OF AN 18-INCH
 OC0566'CORRUGATED PIPE CULVERT UNDER HIGHWAY, ABOUT 2 1/2 FEET BELOW
 OC0566'LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OC0566'3 INCHES.
 OC0566
 OC0566                          STATION RECOVERY (1975)
 OC0566
 OC0566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 OC0566'RECOVERED IN GOOD CONDITION.
 OC0566
 OC0566                          STATION RECOVERY (2005)
 OC0566
 OC0566'RECOVERY NOTE BY GEOCACHING 2005 (JKS)
 OC0566'RECOVERED AT THE DESCRIBED LOCATION IN GOOD CONDITION. THERE IS A
 OC0566'WITNESS POST ABOUT 12 INCHES BEHIND THE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0131 ***********************************************************************
 OC0131  DESIGNATION -  B 122
 OC0131  PID         -  OC0131
 OC0131  STATE/COUNTY-  ME/CUMBERLAND
 OC0131  USGS QUAD   -  NORTH WINDHAM (1977)
 OC0131
 OC0131                         *CURRENT SURVEY CONTROL
 OC0131  ___________________________________________________________________
 OC0131* NAD 83(1986)-  43 45 12.     (N)    070 28 47.     (W)     SCALED    
 OC0131* NAVD 88     -        59.313  (meters)     194.60   (feet)  ADJUSTED  
 OC0131  ___________________________________________________________________
 OC0131  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 OC0131  DYNAMIC HT  -          59.305 (meters)     194.57  (feet)  COMP
 OC0131  MODELED GRAV-     980,482.5   (mgal)                       NAVD 88
 OC0131
 OC0131  VERT ORDER  -  FIRST     CLASS II
 OC0131
 OC0131.The horizontal coordinates were scaled from a topographic map and have
 OC0131.an estimated accuracy of +/- 6 seconds.
 OC0131
 OC0131.The orthometric height was determined by differential leveling
 OC0131.and adjusted by the National Geodetic Survey in June 1991..
 OC0131
 OC0131.The geoid height was determined by GEOID03.
 OC0131
 OC0131.The dynamic height is computed by dividing the NAVD 88
 OC0131.geopotential number by the normal gravity value computed on the
 OC0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0131.degrees latitude (g = 980.6199 gals.).
 OC0131
 OC0131.The modeled gravity was interpolated from observed gravity values.
 OC0131
 OC0131;                    North         East    Units  Estimated Accuracy
 OC0131;SPC ME W     -   102,260.      874,790.      MT  (+/- 180 meters Scaled)
 OC0131
 OC0131                          SUPERSEDED SURVEY CONTROL
 OC0131
 OC0131  NGVD 29 (??/??/92)   59.511  (m)          195.25   (f) ADJ UNCH    1 2
 OC0131
 OC0131.Superseded values are not recommended for survey control.
 OC0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0131.See file dsdata.txt to determine how the superseded data were derived.
 OC0131
 OC0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ808455(NAD 83)
 OC0131_MARKER: DB = BENCH MARK DISK
 OC0131_SETTING: 66 = SET IN ROCK OUTCROP
 OC0131_SP_SET: ROCK CUT
 OC0131_STAMPING: B 122 1955
 OC0131_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC0131+STABILITY: POSITION/ELEVATION WELL
 OC0131
 OC0131  HISTORY     - Date     Condition        Report By
 OC0131  HISTORY     - 1955     MONUMENTED       CGS
 OC0131  HISTORY     - 1976     GOOD             NGS
 OC0131
 OC0131                          STATION DESCRIPTION
 OC0131
 OC0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 OC0131'3.6 MI NW FROM SOUTH WINDHAM.
 OC0131'ABOUT 3.65 MILES NORTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM
 OC0131'THE STATION AT SOUTH WINDHAM, ABOUT 2.35 MILES SOUTHEAST OF THE
 OC0131'STATION AT SEBAGO LAKE, ABOUT 1.0 MILE NORTHWEST OF CROSSING OF
 OC0131'STATE HIGHWAY 95, ABOUT 0.45 MILE NORTHWEST OF MILE POST P 14,
 OC0131'ABOUT 0.25 MILE SOUTHEAST OF A NARROW GRAVEL ROAD CROSSING, SET
 OC0131'VERTICALLY IN THE SOUTHWEST FACE OF 7-FOOT HIGH ROCK IN ROCK CUT,
 OC0131'8 1/2 FEET NORTHEAST OF NORTHEAST RAIL, 20 YARDS NORTHWEST OF
 OC0131'SOUTHEAST END OF CUT, 65 YARDS SOUTHEAST OF NORTHWEST END OF
 OC0131'CUT, AND ABOUT 1 1/2 FEET ABOVE LEVEL OF TRACK.
 OC0131
 OC0131                          STATION RECOVERY (1976)
 OC0131
 OC0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0131'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0541 ***********************************************************************
 OC0541  DESIGNATION -  B 123
 OC0541  PID         -  OC0541
 OC0541  STATE/COUNTY-  ME/CUMBERLAND
 OC0541  USGS QUAD   -  STEEP FALLS (1983)
 OC0541
 OC0541                         *CURRENT SURVEY CONTROL
 OC0541  ___________________________________________________________________
 OC0541* NAD 83(1986)-  43 48 11.     (N)    070 40 50.     (W)     SCALED    
 OC0541* NAVD 88     -        95.049  (meters)     311.84   (feet)  ADJUSTED  
 OC0541  ___________________________________________________________________
 OC0541  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 OC0541  DYNAMIC HT  -          95.034 (meters)     311.79  (feet)  COMP
 OC0541  MODELED GRAV-     980,463.7   (mgal)                       NAVD 88
 OC0541
 OC0541  VERT ORDER  -  FIRST     CLASS II
 OC0541
 OC0541.The horizontal coordinates were scaled from a topographic map and have
 OC0541.an estimated accuracy of +/- 6 seconds.
 OC0541
 OC0541.The orthometric height was determined by differential leveling
 OC0541.and adjusted by the National Geodetic Survey in June 1991..
 OC0541
 OC0541.The geoid height was determined by GEOID03.
 OC0541
 OC0541.The dynamic height is computed by dividing the NAVD 88
 OC0541.geopotential number by the normal gravity value computed on the
 OC0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0541.degrees latitude (g = 980.6199 gals.).
 OC0541
 OC0541.The modeled gravity was interpolated from observed gravity values.
 OC0541
 OC0541;                    North         East    Units  Estimated Accuracy
 OC0541;SPC ME W     -   107,860.      858,650.      MT  (+/- 180 meters Scaled)
 OC0541
 OC0541                          SUPERSEDED SURVEY CONTROL
 OC0541
 OC0541  NGVD 29 (??/??/92)   95.230  (m)          312.43   (f) ADJ UNCH    1 2
 OC0541
 OC0541.Superseded values are not recommended for survey control.
 OC0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0541.See file dsdata.txt to determine how the superseded data were derived.
 OC0541
 OC0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ648513(NAD 83)
 OC0541_MARKER: DB = BENCH MARK DISK
 OC0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC0541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OC0541_STAMPING: B 123 1955
 OC0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC0541+STABILITY: SURFACE MOTION
 OC0541_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OC0541+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2004
 OC0541
 OC0541  HISTORY     - Date     Condition        Report By
 OC0541  HISTORY     - 1955     MONUMENTED       CGS
 OC0541  HISTORY     - 1976     GOOD             NGS
 OC0541  HISTORY     - 20040513 GOOD             GEOCAC
 OC0541
 OC0541                          STATION DESCRIPTION
 OC0541
 OC0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 OC0541'1.6 MI W FROM STEEP FALLS.
 OC0541'1.6 MILES WEST ALONG THE MAINE CENTRAL RAILROAD FROM THE STATION
 OC0541'AT STEEP FALLS, ABOUT 0.25 MILE NORTHWEST OF MILE POST P 26,
 OC0541'ABOUT 0.15 MILE SOUTHEAST OF LUMBER MILL AT EAST BALDWIN, AT
 OC0541'CROSSING OF A BLACK TOP ROAD AND AT JUNCTION OF A DIRT ROAD
 OC0541'LEADING SOUTH TO BALDWIN AIRPORT, 33 1/2 FEET SOUTHWEST OF
 OC0541'SOUTHWEST RAIL, 58 FEET WEST-SOUTHWEST AND ACROSS TRACK FROM
 OC0541'TELEPHONE POLE NO. 895 1/2, 106 FEET SOUTH-SOUTHEAST OF CENTER
 OC0541'OF CROSSING OF BLACK TOP ROAD, 49 FEET EAST OF CENTER LINE OF
 OC0541'ROAD SOUTH TO AIRPORT, 2 FEET EAST OF A WHITE WOODEN WITNESS
 OC0541'POST, ABOUT 1 1/2 FEET ABOVE LEVEL OF TRACK AND SET IN THE TOP
 OC0541'OF A CONCRETE POST PROJECTING 3 INCHES.
 OC0541
 OC0541                          STATION RECOVERY (1976)
 OC0541
 OC0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0541'RECOVERED IN GOOD CONDITION.
 OC0541
 OC0541                          STATION RECOVERY (2004)
 OC0541
 OC0541'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 OC0541'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1459 ***********************************************************************
 PE1459  DESIGNATION -  B 128
 PE1459  PID         -  PE1459
 PE1459  STATE/COUNTY-  ME/KENNEBEC
 PE1459  USGS QUAD   -  FAIRFIELD (1988)
 PE1459
 PE1459                         *CURRENT SURVEY CONTROL
 PE1459  ___________________________________________________________________
 PE1459* NAD 83(1986)-  44 35 31.     (N)    069 35 19.     (W)     SCALED    
 PE1459* NAVD 88     -        40.848  (meters)     134.02   (feet)  ADJUSTED  
 PE1459  ___________________________________________________________________
 PE1459  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 PE1459  DYNAMIC HT  -          40.846 (meters)     134.01  (feet)  COMP
 PE1459  MODELED GRAV-     980,564.2   (mgal)                       NAVD 88
 PE1459  OBS GRAVITY -     980,563.9   (mgal)                       GRAV_OBS
 PE1459
 PE1459  VERT ORDER  -  FIRST     CLASS I
 PE1459
 PE1459.The horizontal coordinates were scaled from a topographic map and have
 PE1459.an estimated accuracy of +/- 6 seconds.
 PE1459
 PE1459.The orthometric height was determined by differential leveling
 PE1459.and adjusted by the National Geodetic Survey in June 1991..
 PE1459
 PE1459.The geoid height was determined by GEOID03.
 PE1459
 PE1459.The dynamic height is computed by dividing the NAVD 88
 PE1459.geopotential number by the normal gravity value computed on the
 PE1459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1459.degrees latitude (g = 980.6199 gals.).
 PE1459
 PE1459.The modeled gravity was interpolated from observed gravity values.
 PE1459.The observed gravity was obtained from relative gravimeter ties
 PE1459.to the IGSN71 gravity network.
 PE1459
 PE1459;                    North         East    Units  Estimated Accuracy
 PE1459;SPC ME W     -   195,550.      945,900.      MT  (+/- 180 meters Scaled)
 PE1459
 PE1459                          SUPERSEDED SURVEY CONTROL
 PE1459
 PE1459  NGVD 29 (??/??/92)   41.048  (m)          134.67   (f) ADJ UNCH    1 1
 PE1459
 PE1459.Superseded values are not recommended for survey control.
 PE1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1459.See file dsdata.txt to determine how the superseded data were derived.
 PE1459
 PE1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK532377(NAD 83)
 PE1459_MARKER: DB = BENCH MARK DISK
 PE1459_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE1459_SP_SET: BRIDGE
 PE1459_STAMPING: B 128 1958
 PE1459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE1459
 PE1459  HISTORY     - Date     Condition        Report By
 PE1459  HISTORY     - 1958     MONUMENTED       CGS
 PE1459  HISTORY     - 1966     GOOD             NGS
 PE1459  HISTORY     - 1978     GOOD             DOD
 PE1459
 PE1459                          STATION DESCRIPTION
 PE1459
 PE1459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE1459'0.4 MI NE FROM FAIRFIELD.
 PE1459'ABOUT 0.35 MILE NORTHEAST ALONG THE MAINE CENTRAL RAILROAD
 PE1459'FROM THE SOUTHWEST END OF THE RAILROAD BRIDGE OVER THE KENNEBEC
 PE1459'RIVER, AT THE NORTHEAST END OF THE BRIDGE, 0.15 MILE SOUTHWEST
 PE1459'OF MILEPOST P 85/V166, IN THE TOP NEAR THE SOUTHEAST END OF
 PE1459'THE NORTHEAST CONCRETE ABUTMENT, 5.5 FEET SOUTHEAST OF THE
 PE1459'SOUTHEAST RAIL OF THE MAIN TRACK, 2.0 FEET NORTHWEST OF THE
 PE1459'SOUTHEAST END OF THE ABUTMENT, AND ABOUT 1 1/2 FEET BELOW THE
 PE1459'LEVEL OF THE TRACK.
 PE1459
 PE1459                          STATION RECOVERY (1978)
 PE1459
 PE1459'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE1459'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0826 ***********************************************************************
 PE0826  DESIGNATION -  B 129
 PE0826  PID         -  PE0826
 PE0826  STATE/COUNTY-  ME/SOMERSET
 PE0826  USGS QUAD   -  PITTSFIELD (1982)
 PE0826
 PE0826                         *CURRENT SURVEY CONTROL
 PE0826  ___________________________________________________________________
 PE0826* NAD 83(1986)-  44 46 54.     (N)    069 25 08.     (W)     SCALED    
 PE0826* NAVD 88     -        72.928  (meters)     239.26   (feet)  ADJUSTED  
 PE0826  ___________________________________________________________________
 PE0826  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 PE0826  DYNAMIC HT  -          72.924 (meters)     239.25  (feet)  COMP
 PE0826  MODELED GRAV-     980,570.6   (mgal)                       NAVD 88
 PE0826
 PE0826  VERT ORDER  -  SECOND    CLASS 0
 PE0826
 PE0826.The horizontal coordinates were scaled from a topographic map and have
 PE0826.an estimated accuracy of +/- 6 seconds.
 PE0826
 PE0826.The orthometric height was determined by differential leveling
 PE0826.and adjusted by the National Geodetic Survey in June 1991..
 PE0826
 PE0826.The geoid height was determined by GEOID03.
 PE0826
 PE0826.The dynamic height is computed by dividing the NAVD 88
 PE0826.geopotential number by the normal gravity value computed on the
 PE0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0826.degrees latitude (g = 980.6199 gals.).
 PE0826
 PE0826.The modeled gravity was interpolated from observed gravity values.
 PE0826
 PE0826;                    North         East    Units  Estimated Accuracy
 PE0826;SPC ME W     -   216,740.      959,180.      MT  (+/- 180 meters Scaled)
 PE0826
 PE0826                          SUPERSEDED SURVEY CONTROL
 PE0826
 PE0826  NGVD 29 (??/??/92)   73.144  (m)          239.97   (f) ADJ UNCH    2 0
 PE0826
 PE0826.Superseded values are not recommended for survey control.
 PE0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0826.See file dsdata.txt to determine how the superseded data were derived.
 PE0826
 PE0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK668587(NAD 83)
 PE0826_MARKER: DB = BENCH MARK DISK
 PE0826_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE0826_SP_SET: ABUTMENT
 PE0826_STAMPING: B 129 1958
 PE0826_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0826
 PE0826  HISTORY     - Date     Condition        Report By
 PE0826  HISTORY     - 1958     MONUMENTED       CGS
 PE0826
 PE0826                          STATION DESCRIPTION
 PE0826
 PE0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0826'1.8 MI W FROM PITTSFIELD.
 PE0826'0.2 MILES WEST ALONG STATE HIGHWAY 152 FROM ITS JUNCTION WITH
 PE0826'STATE HIGHWAY 11 AND 100 AT PITTSFIELD, THENCE 1.55 MILES WEST
 PE0826'ALONG A BLACKTOP ROAD, THENCE 0.1 MILES SOUTH ALONG A GRAVEL
 PE0826'ROAD, SET IN THE TOP OF THE WEST END OF THE SOUTH ABUTMENT OF A
 PE0826'12-FOOT CONCRETE BRIDGE, 10 FEET WEST OF THE CENTER LINE OF THE
 PE0826'GRAVEL ROAD, 40 FEET NORTHWEST OF TELEPHONE POLE 72-3, ABOUT 136
 PE0826'YARDS SOUTH OF A NORTH-SOUTH AND AN EAST-WEST CROSSROAD, ABOUT
 PE0826'1/2 FOOT BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0526 ***********************************************************************
 QG0526  DESIGNATION -  B 13
 QG0526  PID         -  QG0526
 QG0526  STATE/COUNTY-  ME/PENOBSCOT
 QG0526  USGS QUAD   -  CEDAR LAKE (1989)
 QG0526
 QG0526                         *CURRENT SURVEY CONTROL
 QG0526  ___________________________________________________________________
 QG0526* NAD 83(1986)-  45 36 47.     (N)    068 49 03.     (W)     SCALED    
 QG0526* NAVD 88     -       153.332  (meters)     503.06   (feet)  ADJUSTED  
 QG0526  ___________________________________________________________________
 QG0526  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 QG0526  DYNAMIC HT  -         153.332 (meters)     503.06  (feet)  COMP
 QG0526  MODELED GRAV-     980,617.7   (mgal)                       NAVD 88
 QG0526
 QG0526  VERT ORDER  -  FIRST     CLASS II
 QG0526
 QG0526.The horizontal coordinates were scaled from a topographic map and have
 QG0526.an estimated accuracy of +/- 6 seconds.
 QG0526
 QG0526.The orthometric height was determined by differential leveling
 QG0526.and adjusted by the National Geodetic Survey in June 1991..
 QG0526
 QG0526.The geoid height was determined by GEOID03.
 QG0526
 QG0526.The dynamic height is computed by dividing the NAVD 88
 QG0526.geopotential number by the normal gravity value computed on the
 QG0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0526.degrees latitude (g = 980.6199 gals.).
 QG0526
 QG0526.The modeled gravity was interpolated from observed gravity values.
 QG0526
 QG0526;                    North         East    Units  Estimated Accuracy
 QG0526;SPC ME E     -   216,320.      275,240.      MT  (+/- 180 meters Scaled)
 QG0526
 QG0526                          SUPERSEDED SURVEY CONTROL
 QG0526
 QG0526  NGVD 29 (??/??/92)  153.499  (m)          503.60   (f) ADJ UNCH    1 2
 QG0526
 QG0526.Superseded values are not recommended for survey control.
 QG0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0526.See file dsdata.txt to determine how the superseded data were derived.
 QG0526
 QG0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL142510(NAD 83)
 QG0526_MARKER: DB = BENCH MARK DISK
 QG0526_SETTING: 80 = SET IN A BOULDER
 QG0526_SP_SET: BOULDER
 QG0526_STAMPING: 503.605 B 13 1927
 QG0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0526+STABILITY: SURFACE MOTION
 QG0526
 QG0526  HISTORY     - Date     Condition        Report By
 QG0526  HISTORY     - 1927     MONUMENTED       CGS
 QG0526
 QG0526                          STATION DESCRIPTION
 QG0526
 QG0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 QG0526'1.5 MI S FROM NORCROSS.
 QG0526'1.5 MILES SOUTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 QG0526'THE STATION AT NORCROSS, PENOBSCOT COUNTY, JUST SOUTH OF MILEPOST
 QG0526'98, 7.6 FEET WEST OF THE WEST RAIL, AND IN THE TOP OF A BOULDER.
 QG0526'A STANDARD DISK, STAMPED 503.605 B 13 1927.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0725 ***********************************************************************
 PE0725  DESIGNATION -  B 130
 PE0725  PID         -  PE0725
 PE0725  STATE/COUNTY-  ME/PENOBSCOT
 PE0725  USGS QUAD   -  NEWPORT (1982)
 PE0725
 PE0725                         *CURRENT SURVEY CONTROL
 PE0725  ___________________________________________________________________
 PE0725* NAD 83(1986)-  44 49 59.     (N)    069 16 05.     (W)     SCALED    
 PE0725* NAVD 88     -        63.095  (meters)     207.00   (feet)  ADJUSTED  
 PE0725  ___________________________________________________________________
 PE0725  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 PE0725  DYNAMIC HT  -          63.092 (meters)     206.99  (feet)  COMP
 PE0725  MODELED GRAV-     980,575.6   (mgal)                       NAVD 88
 PE0725  OBS GRAVITY -     980,576.1   (mgal)                       GRAV_OBS
 PE0725
 PE0725  VERT ORDER  -  FIRST     CLASS I
 PE0725
 PE0725.The horizontal coordinates were scaled from a topographic map and have
 PE0725.an estimated accuracy of +/- 6 seconds.
 PE0725
 PE0725.The orthometric height was determined by differential leveling
 PE0725.and adjusted by the National Geodetic Survey in June 1991..
 PE0725.WARNING-Repeat measurements at this control monument indicate possible
 PE0725.vertical movement.
 PE0725
 PE0725.The geoid height was determined by GEOID03.
 PE0725
 PE0725.The dynamic height is computed by dividing the NAVD 88
 PE0725.geopotential number by the normal gravity value computed on the
 PE0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0725.degrees latitude (g = 980.6199 gals.).
 PE0725
 PE0725.The modeled gravity was interpolated from observed gravity values.
 PE0725.The observed gravity was obtained from relative gravimeter ties
 PE0725.to the IGSN71 gravity network.
 PE0725
 PE0725;                    North         East    Units  Estimated Accuracy
 PE0725;SPC ME E     -   129,880.      239,270.      MT  (+/- 180 meters Scaled)
 PE0725
 PE0725                          SUPERSEDED SURVEY CONTROL
 PE0725
 PE0725  NGVD 29 (??/??/92)   63.316  (m)          207.73   (f) ADJ UNCH    1 1
 PE0725
 PE0725.Superseded values are not recommended for survey control.
 PE0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0725.See file dsdata.txt to determine how the superseded data were derived.
 PE0725
 PE0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK788644(NAD 83)
 PE0725_MARKER: DB = BENCH MARK DISK
 PE0725_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE0725_SP_SET: CONCRETE BASE
 PE0725_STAMPING: B 130 1958
 PE0725_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE0725
 PE0725  HISTORY     - Date     Condition        Report By
 PE0725  HISTORY     - 1958     MONUMENTED       CGS
 PE0725  HISTORY     - 1966     GOOD             NGS
 PE0725  HISTORY     - 1978     GOOD             DOD
 PE0725  HISTORY     - 1989     GOOD             USPSQD
 PE0725
 PE0725                          STATION DESCRIPTION
 PE0725
 PE0725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0725'AT NEWPORT.
 PE0725'AT NEWPORT, ABOUT 0.15 MILE SOUTHEAST ALONG U.S. HIGHWAY 2
 PE0725'(ELM STREET) FROM THE CROSSING OF THE MAINE CENTRAL RAILROAD,
 PE0725'146 FEET NORTH OF THE JUNCTION OF PARK STREET, IN THE LAWN OF A
 PE0725'LARGE HOUSE, IN THE TOP OF THE WEST CORNER OF A CONCRETE BASE
 PE0725'FOR A BRICK FIREPLACE, 88 1/2 FEET NORTHEAST OF THE NORTHEAST
 PE0725'CURB OF THE HIGHWAY, 66 FEET NORTHWEST OF THE EXTENDED CENTER
 PE0725'LINE OF PARK STREET, 57 FEET SOUTH OF THE EAST CORNER OF A GARAGE,
 PE0725'AND ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY.
 PE0725
 PE0725                          STATION RECOVERY (1978)
 PE0725
 PE0725'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE0725'RECOVERED IN GOOD CONDITION.
 PE0725
 PE0725                          STATION RECOVERY (1989)
 PE0725
 PE0725'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELG)
 PE0725'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0778 ***********************************************************************
 PE0778  DESIGNATION -  B 131
 PE0778  PID         -  PE0778
 PE0778  STATE/COUNTY-  ME/PENOBSCOT
 PE0778  USGS QUAD   -  CARMEL (1982)
 PE0778
 PE0778                         *CURRENT SURVEY CONTROL
 PE0778  ___________________________________________________________________
 PE0778* NAD 83(1986)-  44 47 23.     (N)    069 02 21.     (W)     SCALED    
 PE0778* NAVD 88     -        44.597  (meters)     146.32   (feet)  ADJUSTED  
 PE0778  ___________________________________________________________________
 PE0778  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 PE0778  DYNAMIC HT  -          44.595 (meters)     146.31  (feet)  COMP
 PE0778  MODELED GRAV-     980,571.2   (mgal)                       NAVD 88
 PE0778
 PE0778  VERT ORDER  -  SECOND    CLASS 0
 PE0778
 PE0778.The horizontal coordinates were scaled from a topographic map and have
 PE0778.an estimated accuracy of +/- 6 seconds.
 PE0778
 PE0778.The orthometric height was determined by differential leveling
 PE0778.and adjusted by the National Geodetic Survey in June 1991..
 PE0778
 PE0778.The geoid height was determined by GEOID03.
 PE0778
 PE0778.The dynamic height is computed by dividing the NAVD 88
 PE0778.geopotential number by the normal gravity value computed on the
 PE0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0778.degrees latitude (g = 980.6199 gals.).
 PE0778
 PE0778.The modeled gravity was interpolated from observed gravity values.
 PE0778
 PE0778;                    North         East    Units  Estimated Accuracy
 PE0778;SPC ME E     -   124,920.      257,340.      MT  (+/- 180 meters Scaled)
 PE0778
 PE0778                          SUPERSEDED SURVEY CONTROL
 PE0778
 PE0778  NGVD 29 (??/??/92)   44.816  (m)          147.03   (f) ADJ UNCH    2 0
 PE0778
 PE0778.Superseded values are not recommended for survey control.
 PE0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0778.See file dsdata.txt to determine how the superseded data were derived.
 PE0778
 PE0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK969595(NAD 83)
 PE0778_MARKER: DB = BENCH MARK DISK
 PE0778_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE0778_SP_SET: ABUTMENT
 PE0778_STAMPING: B 131 1958
 PE0778_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0778
 PE0778  HISTORY     - Date     Condition        Report By
 PE0778  HISTORY     - 1958     MONUMENTED       CGS
 PE0778  HISTORY     - 1980     GOOD             USGS
 PE0778  HISTORY     - 1984     GOOD             USPSQD
 PE0778
 PE0778                          STATION DESCRIPTION
 PE0778
 PE0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0778'0.8 MI SE FROM CARMEL.
 PE0778'0.8 MILES SOUTHEAST ALONG BLACKTOP ROAD FROM THE POST OFFICE
 PE0778'AT CARMEL, ABOUT 118 YARDS NORTHWEST OF THE JUNCTION OF GRAVEL
 PE0778'ROAD SOUTHWEST, SET IN THE TOP OF THE SOUTHWEST END OF THE
 PE0778'SOUTHEAST ABUTMENT OF A SKEW 30-FOOT CONCRETE BRIDGE, 12 FEET
 PE0778'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 42 FEET NORTHWEST OF
 PE0778'POWER POLE 23, ABOUT LEVEL WITH THE HIGHWAY.
 PE0778
 PE0778                          STATION RECOVERY (1980)
 PE0778
 PE0778'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 PE0778'RECOVERED IN GOOD CONDITION.
 PE0778
 PE0778                          STATION RECOVERY (1984)
 PE0778
 PE0778'RECOVERY NOTE BY US POWER SQUADRON 1984
 PE0778'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0607 ***********************************************************************
 PE0607  DESIGNATION -  B 132
 PE0607  PID         -  PE0607
 PE0607  STATE/COUNTY-  ME/PENOBSCOT
 PE0607  USGS QUAD   -  HERMON (1978)
 PE0607
 PE0607                         *CURRENT SURVEY CONTROL
 PE0607  ___________________________________________________________________
 PE0607* NAD 83(1986)-  44 49 01.     (N)    068 55 55.     (W)     SCALED    
 PE0607* NAVD 88     -        55.910  (meters)     183.43   (feet)  ADJUSTED  
 PE0607  ___________________________________________________________________
 PE0607  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 PE0607  DYNAMIC HT  -          55.908 (meters)     183.42  (feet)  COMP
 PE0607  MODELED GRAV-     980,579.2   (mgal)                       NAVD 88
 PE0607
 PE0607  VERT ORDER  -  SECOND    CLASS 0
 PE0607
 PE0607.The horizontal coordinates were scaled from a topographic map and have
 PE0607.an estimated accuracy of +/- 6 seconds.
 PE0607
 PE0607.The orthometric height was determined by differential leveling
 PE0607.and adjusted by the National Geodetic Survey in June 1991..
 PE0607
 PE0607.The geoid height was determined by GEOID03.
 PE0607
 PE0607.The dynamic height is computed by dividing the NAVD 88
 PE0607.geopotential number by the normal gravity value computed on the
 PE0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0607.degrees latitude (g = 980.6199 gals.).
 PE0607
 PE0607.The modeled gravity was interpolated from observed gravity values.
 PE0607
 PE0607;                    North         East    Units  Estimated Accuracy
 PE0607;SPC ME E     -   127,890.      265,840.      MT  (+/- 180 meters Scaled)
 PE0607
 PE0607                          SUPERSEDED SURVEY CONTROL
 PE0607
 PE0607  NGVD 29 (??/??/92)   56.121  (m)          184.12   (f) ADJ UNCH    2 0
 PE0607
 PE0607.Superseded values are not recommended for survey control.
 PE0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0607.See file dsdata.txt to determine how the superseded data were derived.
 PE0607
 PE0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK053626(NAD 83)
 PE0607_MARKER: DB = BENCH MARK DISK
 PE0607_SETTING: 66 = SET IN ROCK OUTCROP
 PE0607_SP_SET: BEDROCK
 PE0607_STAMPING: B 132 1958
 PE0607_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0607+STABILITY: POSITION/ELEVATION WELL
 PE0607
 PE0607  HISTORY     - Date     Condition        Report By
 PE0607  HISTORY     - 1958     MONUMENTED       CGS
 PE0607  HISTORY     - 1981     GOOD             NGS
 PE0607  HISTORY     - 1985     GOOD             USPSQD
 PE0607  HISTORY     - 1985     GOOD             USPSQD
 PE0607
 PE0607                          STATION DESCRIPTION
 PE0607
 PE0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0607'1.6 MI NW FROM HERMON.
 PE0607'1.0 MILES WEST ALONG U.S. HIGHWAY 2 AND STATE HIGHWAY 100 FROM
 PE0607'THE BAPTIST CHURCH AT HERMON, THENCE 0.6 MILES NORTH ALONG A
 PE0607'GRAVEL ROAD, AT A JUNCTION OF WOODS ROAD NORTHEAST, SET IN THE
 PE0607'TOP OF OUTCROPPING BEDROCK, 35 FEET EAST OF THE CENTER LINE OF
 PE0607'THE ROAD, 13 FEET NORTHWEST OF THE CENTER LINE OF THE WOODS
 PE0607'ROAD, 56 FEET NORTH-NORTHEAST OF THE CENTERLINE OF THE JUNCTION,
 PE0607'ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD.
 PE0607
 PE0607                          STATION RECOVERY (1981)
 PE0607
 PE0607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 PE0607'RECOVERED IN GOOD CONDITION.
 PE0607
 PE0607                          STATION RECOVERY (1985)
 PE0607
 PE0607'RECOVERY NOTE BY US POWER SQUADRON 1985
 PE0607'RECOVERED IN GOOD CONDITION.
 PE0607
 PE0607                          STATION RECOVERY (1985)
 PE0607
 PE0607'RECOVERY NOTE BY US POWER SQUADRON 1985
 PE0607'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0552 ***********************************************************************
 PE0552  DESIGNATION -  B 133 RESET 1966
 PE0552  PID         -  PE0552
 PE0552  STATE/COUNTY-  ME/PENOBSCOT
 PE0552  USGS QUAD   -  OLD TOWN (1988)
 PE0552
 PE0552                         *CURRENT SURVEY CONTROL
 PE0552  ___________________________________________________________________
 PE0552* NAD 83(1986)-  44 54 52.     (N)    068 40 58.     (W)     SCALED    
 PE0552* NAVD 88     -        25.55   (meters)      83.8    (feet)  RESET     
 PE0552  ___________________________________________________________________
 PE0552  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 PE0552
 PE0552  VERT ORDER  -  THIRD
 PE0552
 PE0552.The horizontal coordinates were scaled from a topographic map and have
 PE0552.an estimated accuracy of +/- 6 seconds.
 PE0552
 PE0552.The orthometric height was computed from unverified reset data.
 PE0552
 PE0552.The geoid height was determined by GEOID03.
 PE0552
 PE0552;                    North         East    Units  Estimated Accuracy
 PE0552;SPC ME E     -   138,650.      285,570.      MT  (+/- 180 meters Scaled)
 PE0552
 PE0552                          SUPERSEDED SURVEY CONTROL
 PE0552
 PE0552  NGVD 29 (??/??/??)   25.76   (m)           84.5    (f) RESET       3  
 PE0552
 PE0552.Superseded values are not recommended for survey control.
 PE0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0552.See file dsdata.txt to determine how the superseded data were derived.
 PE0552
 PE0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK250734(NAD 83)
 PE0552_MARKER: DD = SURVEY DISK
 PE0552_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE0552_SP_SET: CULVERT
 PE0552_STAMPING: B 133 RESET 1966
 PE0552_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE0552
 PE0552  HISTORY     - Date     Condition        Report By
 PE0552  HISTORY     - 1966     MONUMENTED       MEHD
 PE0552  HISTORY     - 1984     GOOD             USPSQD
 PE0552  HISTORY     - 1988     GOOD             USPSQD
 PE0552
 PE0552                          STATION DESCRIPTION
 PE0552
 PE0552'DESCRIBED BY MAINE HIGHWAY DEPARTMENT (NOW MEDT) 1966
 PE0552'1.9 MI W FROM ORONO.
 PE0552'1.9 MILES WEST ALONG U.S. HIGHWAY ALTERNATE 2 FROM ITS JUNCTION
 PE0552'WITH U.S. HIGHWAY 2 AT ORONO, 49 FEET SOUTHWEST OF THE CENTER
 PE0552'LINE OF THE HIGHWAY, ABOUT 15 FEET BELOW THE LEVEL OF THE HIGHWAY
 PE0552'AND SET IN THE TOP OF THE EAST END OF THE WINGWALL AT THE
 PE0552'WEST CORNER OF A 6-FOOT CONCRETE BOX CULVERT.
 PE0552
 PE0552                          STATION RECOVERY (1984)
 PE0552
 PE0552'RECOVERY NOTE BY US POWER SQUADRON 1984
 PE0552'RECOVERED IN GOOD CONDITION.
 PE0552
 PE0552                          STATION RECOVERY (1988)
 PE0552
 PE0552'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE0552'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0421 ***********************************************************************
 QG0421  DESIGNATION -  B 134
 QG0421  PID         -  QG0421
 QG0421  STATE/COUNTY-  ME/PENOBSCOT
 QG0421  USGS QUAD   -  GREENBUSH (1988)
 QG0421
 QG0421                         *CURRENT SURVEY CONTROL
 QG0421  ___________________________________________________________________
 QG0421* NAD 83(1986)-  45 05 07.     (N)    068 41 24.     (W)     SCALED    
 QG0421* NAVD 88     -        54.227  (meters)     177.91   (feet)  ADJUSTED  
 QG0421  ___________________________________________________________________
 QG0421  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 QG0421  DYNAMIC HT  -          54.227 (meters)     177.91  (feet)  COMP
 QG0421  MODELED GRAV-     980,612.2   (mgal)                       NAVD 88
 QG0421
 QG0421  VERT ORDER  -  SECOND    CLASS 0
 QG0421
 QG0421.The horizontal coordinates were scaled from a topographic map and have
 QG0421.an estimated accuracy of +/- 6 seconds.
 QG0421
 QG0421.The orthometric height was determined by differential leveling
 QG0421.and adjusted by the National Geodetic Survey in June 1991..
 QG0421
 QG0421.The geoid height was determined by GEOID03.
 QG0421
 QG0421.The dynamic height is computed by dividing the NAVD 88
 QG0421.geopotential number by the normal gravity value computed on the
 QG0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0421.degrees latitude (g = 980.6199 gals.).
 QG0421
 QG0421.The modeled gravity was interpolated from observed gravity values.
 QG0421
 QG0421;                    North         East    Units  Estimated Accuracy
 QG0421;SPC ME E     -   157,640.      285,040.      MT  (+/- 180 meters Scaled)
 QG0421
 QG0421                          SUPERSEDED SURVEY CONTROL
 QG0421
 QG0421  NGVD 29 (??/??/92)   54.434  (m)          178.59   (f) ADJ UNCH    2 0
 QG0421
 QG0421.Superseded values are not recommended for survey control.
 QG0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0421.See file dsdata.txt to determine how the superseded data were derived.
 QG0421
 QG0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK243924(NAD 83)
 QG0421_MARKER: DB = BENCH MARK DISK
 QG0421_SETTING: 80 = SET IN A BOULDER
 QG0421_SP_SET: BOULDER
 QG0421_STAMPING: B 134 1958
 QG0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0421+STABILITY: SURFACE MOTION
 QG0421
 QG0421  HISTORY     - Date     Condition        Report By
 QG0421  HISTORY     - 1958     MONUMENTED       CGS
 QG0421  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 QG0421
 QG0421                          STATION DESCRIPTION
 QG0421
 QG0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 QG0421'15.4 MI N FROM OLD TOWN.
 QG0421'2.95 MILES NORTHWEST ALONG STATE HIGHWAY 43 FROM ITS JUNCTION
 QG0421'WITH U.S. HIGHWAY 2 AT OLD TOWN, THENCE 2.25 MILES NORTH ALONG
 QG0421'STATE HIGHWAY 16, THENCE 9.35 MILES NORTH ALONG STATE HIGHWAY
 QG0421'116, THENCE 0.9 MILES WEST ALONG A WOODS ROAD, ABOUT 0.2 MILE
 QG0421'EAST OF A JUNCTION OF WOODS ROAD NORTHWEST, SET IN THE TOP
 QG0421'OF A 12-FOOT BY 12-FOOT BOULDER PROJECTING 3 FEET, 23 FEET
 QG0421'NORTH OF THE CENTER LINE OF WOODS ROAD, 43 FEET NORTHEAST
 QG0421'AND ACROSS WOODS ROAD FROM A 10-INCH TRIANGULAR BLAZED MAPLE
 QG0421'TREES, 38 1/2 FEET WEST OF A 10-INCH TRIANGULAR BLAZED HEMLOCK
 QG0421'TREE, ABOUT 3 FEET ABOVE THE LEVEL OF THE WOODS ROAD.
 QG0421
 QG0421                          STATION RECOVERY (1986)
 QG0421
 QG0421'RECOVERY NOTE BY US POWER SQUADRON 1986 (BRP)
 QG0421'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0444 ***********************************************************************
 QG0444  DESIGNATION -  B 136
 QG0444  PID         -  QG0444
 QG0444  STATE/COUNTY-  ME/PENOBSCOT
 QG0444  USGS QUAD   -  HOWLAND (1988)
 QG0444
 QG0444                         *CURRENT SURVEY CONTROL
 QG0444  ___________________________________________________________________
 QG0444* NAD 83(1986)-  45 08 59.     (N)    068 43 12.     (W)     SCALED    
 QG0444* NAVD 88     -        54.764  (meters)     179.67   (feet)  ADJUSTED  
 QG0444  ___________________________________________________________________
 QG0444  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 QG0444  DYNAMIC HT  -          54.764 (meters)     179.67  (feet)  COMP
 QG0444  MODELED GRAV-     980,609.1   (mgal)                       NAVD 88
 QG0444
 QG0444  VERT ORDER  -  SECOND    CLASS 0
 QG0444
 QG0444.The horizontal coordinates were scaled from a topographic map and have
 QG0444.an estimated accuracy of +/- 6 seconds.
 QG0444
 QG0444.The orthometric height was determined by differential leveling
 QG0444.and adjusted by the National Geodetic Survey in June 1991..
 QG0444
 QG0444.The geoid height was determined by GEOID03.
 QG0444
 QG0444.The dynamic height is computed by dividing the NAVD 88
 QG0444.geopotential number by the normal gravity value computed on the
 QG0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0444.degrees latitude (g = 980.6199 gals.).
 QG0444
 QG0444.The modeled gravity was interpolated from observed gravity values.
 QG0444
 QG0444;                    North         East    Units  Estimated Accuracy
 QG0444;SPC ME E     -   164,810.      282,700.      MT  (+/- 180 meters Scaled)
 QG0444
 QG0444                          SUPERSEDED SURVEY CONTROL
 QG0444
 QG0444  NGVD 29 (??/??/92)   54.969  (m)          180.34   (f) ADJ UNCH    2 0
 QG0444
 QG0444.Superseded values are not recommended for survey control.
 QG0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0444.See file dsdata.txt to determine how the superseded data were derived.
 QG0444
 QG0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK220996(NAD 83)
 QG0444_MARKER: DB = BENCH MARK DISK
 QG0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0444_STAMPING: B 136 1959
 QG0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0444+STABILITY: SURFACE MOTION
 QG0444
 QG0444  HISTORY     - Date     Condition        Report By
 QG0444  HISTORY     - 1959     MONUMENTED       CGS
 QG0444  HISTORY     - 1981     GOOD             MEDT
 QG0444
 QG0444                          STATION DESCRIPTION
 QG0444
 QG0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QG0444'23.6 MI NW FROM OLD TOWN.
 QG0444'2.95 MILES NORTHWEST ALONG STATE HIGHWAY 43 FROM ITS JUNCTION
 QG0444'WITH U.S. HIGHWAY 2 AT OLD TOWN, THENCE 2.25 MILES NORTH ALONG
 QG0444'STATE HIGHWAY 16, THENCE 12.45 MILES NORTH ALONG STATE HIGHWAY
 QG0444'116, THENCE 6.0 MILES WEST ALONG TREE FARM ROAD, 19 FEET NORTHWEST
 QG0444'OF CENTERLINE OF ROAD, 115 FEET WEST-SOUTHWEST OF THE SOUTHWEST
 QG0444'END OF A SMALL WOODEN BRIDGE OVER A CREEK, 18 FEET EAST OF A
 QG0444'12 INCH PINE TREE WITH A PAINTED SLASH, 1.9 FEET SOUTH-SOUTHEAST
 QG0444'OF A WHITE METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, SET
 QG0444'IN TOP OF CONCRETE POST AND PROJECTING 3 INCHES.
 QG0444
 QG0444                          STATION RECOVERY (1981)
 QG0444
 QG0444'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1981
 QG0444'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0611 ***********************************************************************
 QG0611  DESIGNATION -  B 137
 QG0611  PID         -  QG0611
 QG0611  STATE/COUNTY-  ME/PENOBSCOT
 QG0611  USGS QUAD   -  MEDUNKEUNK LAKE (1988)
 QG0611
 QG0611                         *CURRENT SURVEY CONTROL
 QG0611  ___________________________________________________________________
 QG0611* NAD 83(1986)-  45 32 31.     (N)    068 32 11.     (W)     SCALED    
 QG0611* NAVD 88     -        95.308  (meters)     312.69   (feet)  ADJUSTED  
 QG0611  ___________________________________________________________________
 QG0611  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 QG0611  DYNAMIC HT  -          95.309 (meters)     312.69  (feet)  COMP
 QG0611  MODELED GRAV-     980,624.8   (mgal)                       NAVD 88
 QG0611
 QG0611  VERT ORDER  -  SECOND    CLASS 0
 QG0611
 QG0611.The horizontal coordinates were scaled from a topographic map and have
 QG0611.an estimated accuracy of +/- 6 seconds.
 QG0611
 QG0611.The orthometric height was determined by differential leveling
 QG0611.and adjusted by the National Geodetic Survey in June 1991..
 QG0611
 QG0611.The geoid height was determined by GEOID03.
 QG0611
 QG0611.The dynamic height is computed by dividing the NAVD 88
 QG0611.geopotential number by the normal gravity value computed on the
 QG0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0611.degrees latitude (g = 980.6199 gals.).
 QG0611
 QG0611.The modeled gravity was interpolated from observed gravity values.
 QG0611
 QG0611;                    North         East    Units  Estimated Accuracy
 QG0611;SPC ME E     -   208,370.      297,160.      MT  (+/- 180 meters Scaled)
 QG0611
 QG0611                          SUPERSEDED SURVEY CONTROL
 QG0611
 QG0611  NGVD 29 (??/??/92)   95.500  (m)          313.32   (f) ADJ UNCH    2 0
 QG0611
 QG0611.Superseded values are not recommended for survey control.
 QG0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0611.See file dsdata.txt to determine how the superseded data were derived.
 QG0611
 QG0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL361432(NAD 83)
 QG0611_MARKER: DB = BENCH MARK DISK
 QG0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0611_STAMPING: B 137 1959
 QG0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0611+STABILITY: SURFACE MOTION
 QG0611
 QG0611  HISTORY     - Date     Condition        Report By
 QG0611  HISTORY     - 1959     MONUMENTED       CGS
 QG0611
 QG0611                          STATION DESCRIPTION
 QG0611
 QG0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QG0611'5.6 MI S FROM MEDWAY.
 QG0611'1.6 MILES SOUTHEAST ALONG STATE HIGHWAY 116 FROM THE SOUTH
 QG0611'END OF THE LARGE STEEL BRIDGE OVER THE WEST BRANCH OF THE PENOBSCOT
 QG0611'RIVER AT MEDWAY, THENCE 1.2 MILES SOUTH ALONG A TAR AND GRAVELED
 QG0611'ROAD, THENCE 1.3 MILES SOUTHWEST ALONG A GRAVELED ROAD, THENCE 1.5
 QG0611'MILES SOUTH ALONG A DIM WOODS ROAD, AT THE SOUTH END OF THE
 QG0611'WOODS ROAD, ABOUT 1.6 MILES SOUTH OF THE RESIDENCE OF MR. JOHN
 QG0611'STANLEY, AT A SMALL CLEARING, NEAR THE SITE OF AN ABANDONED
 QG0611'SAWMILL, ABOUT 60 PACES EAST OF A SAWDUST PILE, 63 FEET SOUTHEAST
 QG0611'OF A LONE LARGE DOUBLE-BODIED PINE TREE WITH A PAINTED SLASH,
 QG0611'10 FEET WEST OF THE WOODS EDGE, 3 FEET WEST OF A METAL WITNESS
 QG0611'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 QG0611'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0594 ***********************************************************************
 QG0594  DESIGNATION -  B 138
 QG0594  PID         -  QG0594
 QG0594  STATE/COUNTY-  ME/PENOBSCOT
 QG0594  USGS QUAD   -  EAST MILLINOCKET (1988)
 QG0594
 QG0594                         *CURRENT SURVEY CONTROL
 QG0594  ___________________________________________________________________
 QG0594* NAD 83(1986)-  45 40 58.     (N)    068 30 51.     (W)     SCALED    
 QG0594* NAVD 88     -       114.422  (meters)     375.40   (feet)  ADJUSTED  
 QG0594  ___________________________________________________________________
 QG0594  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 QG0594  DYNAMIC HT  -         114.424 (meters)     375.41  (feet)  COMP
 QG0594  MODELED GRAV-     980,635.2   (mgal)                       NAVD 88
 QG0594
 QG0594  VERT ORDER  -  SECOND    CLASS 0
 QG0594
 QG0594.The horizontal coordinates were scaled from a topographic map and have
 QG0594.an estimated accuracy of +/- 6 seconds.
 QG0594
 QG0594.The orthometric height was determined by differential leveling
 QG0594.and adjusted by the National Geodetic Survey in June 1991..
 QG0594
 QG0594.The geoid height was determined by GEOID03.
 QG0594
 QG0594.The dynamic height is computed by dividing the NAVD 88
 QG0594.geopotential number by the normal gravity value computed on the
 QG0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0594.degrees latitude (g = 980.6199 gals.).
 QG0594
 QG0594.The modeled gravity was interpolated from observed gravity values.
 QG0594
 QG0594;                    North         East    Units  Estimated Accuracy
 QG0594;SPC ME E     -   224,020.      298,900.      MT  (+/- 180 meters Scaled)
 QG0594
 QG0594                          SUPERSEDED SURVEY CONTROL
 QG0594
 QG0594  NGVD 29 (??/??/92)  114.610  (m)          376.02   (f) ADJ UNCH    2 0
 QG0594
 QG0594.Superseded values are not recommended for survey control.
 QG0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0594.See file dsdata.txt to determine how the superseded data were derived.
 QG0594
 QG0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL378589(NAD 83)
 QG0594_MARKER: DB = BENCH MARK DISK
 QG0594_SETTING: 80 = SET IN A BOULDER
 QG0594_SP_SET: BOULDER
 QG0594_STAMPING: B 138 1959
 QG0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0594+STABILITY: SURFACE MOTION
 QG0594
 QG0594  HISTORY     - Date     Condition        Report By
 QG0594  HISTORY     - 1959     MONUMENTED       CGS
 QG0594  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QG0594
 QG0594                          STATION DESCRIPTION
 QG0594
 QG0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QG0594'8.6 MI NE FROM MEDWAY.
 QG0594'5.3 MILES NORTH-NORTHWEST ALONG STATE HIGHWAY 11 FROM ITS
 QG0594'JUNCTION WITH STATE HIGHWAY 157 AT MEDWAY, THENCE 2.4 MILES EAST
 QG0594'ALONG THE MAIN TRAVELED GRAVEL ROAD, THENCE 0.9 MILE SOUTHEAST
 QG0594'ALONG A GRAVEL ROAD, SET ON THE TOP OF A 5-BY-5 FOOT BOULDER
 QG0594'PROJECTING 3 1/2 FEET ABOVE THE LEVEL OF THE GROUND, 19 1/2
 QG0594'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT 180 FEET
 QG0594'SOUTHEAST OF A SMALL WOODEN BRIDGE OVER A STREAM, 8 FEET NORTH
 QG0594'OF A METAL WITNESS POST AND 3 1/2 FEET ABOVE THE LEVEL OF THE
 QG0594'ROAD.
 QG0594
 QG0594                          STATION RECOVERY (1985)
 QG0594
 QG0594'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLM)
 QG0594'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0161 ***********************************************************************
 QG0161  DESIGNATION -  B 139
 QG0161  PID         -  QG0161
 QG0161  STATE/COUNTY-  ME/AROOSTOOK
 QG0161  USGS QUAD   -  CRYSTAL (1989)
 QG0161
 QG0161                         *CURRENT SURVEY CONTROL
 QG0161  ___________________________________________________________________
 QG0161* NAD 83(1986)-  45 55 38.     (N)    068 20 21.     (W)     SCALED    
 QG0161* NAVD 88     -       240.872  (meters)     790.26   (feet)  ADJUSTED  
 QG0161  ___________________________________________________________________
 QG0161  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 QG0161  DYNAMIC HT  -         240.879 (meters)     790.28  (feet)  COMP
 QG0161  MODELED GRAV-     980,641.0   (mgal)                       NAVD 88
 QG0161
 QG0161  VERT ORDER  -  SECOND    CLASS 0
 QG0161
 QG0161.The horizontal coordinates were scaled from a topographic map and have
 QG0161.an estimated accuracy of +/- 6 seconds.
 QG0161
 QG0161.The orthometric height was determined by differential leveling
 QG0161.and adjusted by the National Geodetic Survey in June 1991..
 QG0161
 QG0161.The geoid height was determined by GEOID03.
 QG0161
 QG0161.The dynamic height is computed by dividing the NAVD 88
 QG0161.geopotential number by the normal gravity value computed on the
 QG0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0161.degrees latitude (g = 980.6199 gals.).
 QG0161
 QG0161.The modeled gravity was interpolated from observed gravity values.
 QG0161
 QG0161;                    North         East    Units  Estimated Accuracy
 QG0161;SPC ME E     -   251,200.      312,470.      MT  (+/- 180 meters Scaled)
 QG0161
 QG0161                          SUPERSEDED SURVEY CONTROL
 QG0161
 QG0161  NGVD 29 (??/??/92)  241.045  (m)          790.83   (f) ADJ UNCH    2 0
 QG0161
 QG0161.Superseded values are not recommended for survey control.
 QG0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0161.See file dsdata.txt to determine how the superseded data were derived.
 QG0161
 QG0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL512861(NAD 83)
 QG0161_MARKER: DB = BENCH MARK DISK
 QG0161_SETTING: 80 = SET IN A BOULDER
 QG0161_SP_SET: BOULDER
 QG0161_STAMPING: B 139 1959
 QG0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0161+STABILITY: SURFACE MOTION
 QG0161
 QG0161  HISTORY     - Date     Condition        Report By
 QG0161  HISTORY     - 1959     MONUMENTED       CGS
 QG0161  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QG0161
 QG0161                          STATION DESCRIPTION
 QG0161
 QG0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QG0161'4.4 MI NE FROM SHERMAN MILLS.
 QG0161'4.4 MILES NORTHEAST ALONG AN ASPHALT ROAD FROM THE POST OFFICE
 QG0161'AT SHERMAN MILLS, ABOUT 0.8 MILE NORTH OF THE JUNCTION OF A GRAVEL
 QG0161'ROAD, ON THE TOP OF A 3-BY-3-FOOT BOULDER PROJECTING 2 FEET ABOVE
 QG0161'THE LEVEL OF THE GROUND, IN LINE WITH AN OLD FENCE LINE COVERED
 QG0161'WITH SMALL BUSHES, 17 FEET SOUTHEAST OF THE CENTER LINE OF THE
 QG0161'ROAD, 33 FEET SOUTH AND ACROSS THE ROAD FROM TELEPHONE POLE
 QG0161'NO. 177, 15 FEET WEST OF A POWER LINE POLE, AND ABOUT 2 FEET
 QG0161'ABOVE THE LEVEL OF THE ROAD.  NOTE-- THIS MARK MAY BE REACHED BY
 QG0161'GOING 0.35 MILE SOUTHWEST ALONG AN ASPHALT ROAD FROM ITS
 QG0161'JUNCTION WITH U.S. HIGHWAY 2 AT GOLDEN RIDGE.
 QG0161
 QG0161                          STATION RECOVERY (1985)
 QG0161
 QG0161'RECOVERY NOTE BY US POWER SQUADRON 1985 (BRP)
 QG0161'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0458 ***********************************************************************
 PE0458  DESIGNATION -  B 14
 PE0458  PID         -  PE0458
 PE0458  STATE/COUNTY-  ME/PENOBSCOT
 PE0458  USGS QUAD   -  HERMON (1978)
 PE0458
 PE0458                         *CURRENT SURVEY CONTROL
 PE0458  ___________________________________________________________________
 PE0458* NAD 83(1986)-  44 47 03.     (N)    068 57 19.     (W)     SCALED    
 PE0458* NAVD 88     -        47.475  (meters)     155.76   (feet)  ADJUSTED  
 PE0458  ___________________________________________________________________
 PE0458  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 PE0458  DYNAMIC HT  -          47.473 (meters)     155.75  (feet)  COMP
 PE0458  MODELED GRAV-     980,574.6   (mgal)                       NAVD 88
 PE0458
 PE0458  VERT ORDER  -  FIRST     CLASS I
 PE0458
 PE0458.The horizontal coordinates were scaled from a topographic map and have
 PE0458.an estimated accuracy of +/- 6 seconds.
 PE0458
 PE0458.The orthometric height was determined by differential leveling
 PE0458.and adjusted by the National Geodetic Survey in June 1991..
 PE0458.WARNING-Repeat measurements at this control monument indicate possible
 PE0458.vertical movement.
 PE0458
 PE0458.The geoid height was determined by GEOID03.
 PE0458
 PE0458.The dynamic height is computed by dividing the NAVD 88
 PE0458.geopotential number by the normal gravity value computed on the
 PE0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0458.degrees latitude (g = 980.6199 gals.).
 PE0458
 PE0458.The modeled gravity was interpolated from observed gravity values.
 PE0458
 PE0458;                    North         East    Units  Estimated Accuracy
 PE0458;SPC ME E     -   124,260.      263,970.      MT  (+/- 180 meters Scaled)
 PE0458
 PE0458                          SUPERSEDED SURVEY CONTROL
 PE0458
 PE0458  NGVD 29 (??/??/92)   47.689  (m)          156.46   (f) ADJ UNCH    1 1
 PE0458
 PE0458.Superseded values are not recommended for survey control.
 PE0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0458.See file dsdata.txt to determine how the superseded data were derived.
 PE0458
 PE0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK035589(NAD 83)
 PE0458_MARKER: DB = BENCH MARK DISK
 PE0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0458_STAMPING: B 14 1927 156.414
 PE0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0458+STABILITY: SURFACE MOTION
 PE0458
 PE0458  HISTORY     - Date     Condition        Report By
 PE0458  HISTORY     - 1927     MONUMENTED       CGS
 PE0458  HISTORY     - 1966     GOOD             NGS
 PE0458  HISTORY     - 1975     MARK NOT FOUND   NGS
 PE0458  HISTORY     - 1978     MARK NOT FOUND   DOD
 PE0458  HISTORY     - 1985     GOOD             USPSQD
 PE0458  HISTORY     - 1988     GOOD             USPSQD
 PE0458  HISTORY     - 1989     GOOD             USPSQD
 PE0458
 PE0458                          STATION DESCRIPTION
 PE0458
 PE0458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0458'4.6 MI E FROM CARMEL.
 PE0458'4.6 MILES EAST ALONG THE MAINE CENTRAL RAILROAD FROM THE OVERPASS
 PE0458'CROSSING OF U.S. HIGHWAY 2 AT CARMEL, ABOUT 0.25 MILE EAST OF
 PE0458'MILEPOST P126/V125, ABOUT 0.15 MILE WEST OF THE WEST END OF
 PE0458'BRIDGE OVER SOUADABSCOOK STREAM AND SWAN ROAD, 83 FEET SOUTHEAST
 PE0458'OF THE CENTER OF THE CROSSING OF A GRAVELED ROAD, 52 FEET EAST
 PE0458'OF THE CENTER LINE OF THE ROAD, 20 FEET NORTHEAST OF THE 1ST
 PE0458'TELEPHONE POLE EAST OF THE CROSSING, 12.1 FEET SOUTHWEST OF THE
 PE0458'SOUTHWEST RAIL, ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP
 PE0458'OF A CONCRETE POST FLUSH WITH THE GROUND.
 PE0458
 PE0458                          STATION RECOVERY (1975)
 PE0458
 PE0458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 PE0458'MARK NOT FOUND.
 PE0458
 PE0458                          STATION RECOVERY (1978)
 PE0458
 PE0458'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE0458'MARK NOT FOUND.
 PE0458
 PE0458                          STATION RECOVERY (1985)
 PE0458
 PE0458'RECOVERY NOTE BY US POWER SQUADRON 1985
 PE0458'RECOVERED IN GOOD CONDITION.
 PE0458
 PE0458                          STATION RECOVERY (1988)
 PE0458
 PE0458'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE0458'RECOVERED IN GOOD CONDITION.
 PE0458
 PE0458                          STATION RECOVERY (1989)
 PE0458
 PE0458'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELG)
 PE0458'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0030 ***********************************************************************
 RE0030  DESIGNATION -  B 140
 RE0030  PID         -  RE0030
 RE0030  STATE/COUNTY-  ME/AROOSTOOK
 RE0030  USGS QUAD   -  HOULTON NORTH (1984)
 RE0030
 RE0030                         *CURRENT SURVEY CONTROL
 RE0030  ___________________________________________________________________
 RE0030* NAD 83(1986)-  46 07 49.     (N)    067 52 22.     (W)     SCALED    
 RE0030* NAVD 88     -       130.393  (meters)     427.80   (feet)  ADJUSTED  
 RE0030  ___________________________________________________________________
 RE0030  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 RE0030  DYNAMIC HT  -         130.401 (meters)     427.82  (feet)  COMP
 RE0030  MODELED GRAV-     980,672.1   (mgal)                       NAVD 88
 RE0030
 RE0030  VERT ORDER  -  FIRST     CLASS II
 RE0030
 RE0030.The horizontal coordinates were scaled from a topographic map and have
 RE0030.an estimated accuracy of +/- 6 seconds.
 RE0030
 RE0030.The orthometric height was determined by differential leveling
 RE0030.and adjusted by the National Geodetic Survey in June 1991..
 RE0030
 RE0030.The geoid height was determined by GEOID03.
 RE0030
 RE0030.The dynamic height is computed by dividing the NAVD 88
 RE0030.geopotential number by the normal gravity value computed on the
 RE0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0030.degrees latitude (g = 980.6199 gals.).
 RE0030
 RE0030.The modeled gravity was interpolated from observed gravity values.
 RE0030
 RE0030;                    North         East    Units  Estimated Accuracy
 RE0030;SPC ME E     -   273,940.      348,470.      MT  (+/- 180 meters Scaled)
 RE0030
 RE0030                          SUPERSEDED SURVEY CONTROL
 RE0030
 RE0030  NGVD 29 (??/??/92)  130.585  (m)          428.43   (f) ADJ UNCH    1 2
 RE0030
 RE0030.Superseded values are not recommended for survey control.
 RE0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0030.See file dsdata.txt to determine how the superseded data were derived.
 RE0030
 RE0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM870091(NAD 83)
 RE0030_MARKER: DB = BENCH MARK DISK
 RE0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RE0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RE0030_STAMPING: B 140 1959
 RE0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RE0030+STABILITY: SURFACE MOTION
 RE0030
 RE0030  HISTORY     - Date     Condition        Report By
 RE0030  HISTORY     - 1959     MONUMENTED       CGS
 RE0030  HISTORY     - 1978     GOOD             NGS
 RE0030
 RE0030                          STATION DESCRIPTION
 RE0030
 RE0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RE0030'1.5 MI W FROM HOULTON.
 RE0030'ABOUT 1.5 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION
 RE0030'U.S. HIGHWAY 1 AT HOULTON, AT A NORTH-SOUTH GRAVEL ROAD CROSSING,
 RE0030'62 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 23 FEET WEST
 RE0030'OF CENTERLINE OF GRAVEL ROAD, 46.3 FEET NORTHEAST OF EAST END
 RE0030'OF A 12-INCH PIPE CULVERT UNDER HIGHWAY, 4 FEET SOUTH OF POWER
 RE0030'LINE POLE NO. 245-1436, 3 FEET EAST OF A WHITE METAL WINTESS
 RE0030'POST, SET IN TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 RE0030'THE GROUND AND 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 RE0030
 RE0030                          STATION RECOVERY (1978)
 RE0030
 RE0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 RE0030'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0264 ***********************************************************************
 PE0264  DESIGNATION -  B 144
 PE0264  PID         -  PE0264
 PE0264  STATE/COUNTY-  ME/HANCOCK
 PE0264  USGS QUAD   -  SALSBURY COVE (1981)
 PE0264
 PE0264                         *CURRENT SURVEY CONTROL
 PE0264  ___________________________________________________________________
 PE0264* NAD 83(1986)-  44 26 59.     (N)    068 21 51.     (W)     SCALED    
 PE0264* NAVD 88     -        27.128  (meters)      89.00   (feet)  ADJUSTED  
 PE0264  ___________________________________________________________________
 PE0264  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 PE0264  DYNAMIC HT  -          27.126 (meters)      89.00  (feet)  COMP
 PE0264  MODELED GRAV-     980,567.0   (mgal)                       NAVD 88
 PE0264
 PE0264  VERT ORDER  -  SECOND    CLASS 0
 PE0264
 PE0264.This mark is at Hancock Co-Bar Harbor Airport (BHB)
 PE0264
 PE0264.The horizontal coordinates were scaled from a topographic map and have
 PE0264.an estimated accuracy of +/- 6 seconds.
 PE0264
 PE0264.The orthometric height was determined by differential leveling
 PE0264.and adjusted by the National Geodetic Survey in June 1991..
 PE0264
 PE0264.The geoid height was determined by GEOID03.
 PE0264
 PE0264.The dynamic height is computed by dividing the NAVD 88
 PE0264.geopotential number by the normal gravity value computed on the
 PE0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0264.degrees latitude (g = 980.6199 gals.).
 PE0264
 PE0264.The modeled gravity was interpolated from observed gravity values.
 PE0264
 PE0264;                    North         East    Units  Estimated Accuracy
 PE0264;SPC ME E     -    87,010.      310,810.      MT  (+/- 180 meters Scaled)
 PE0264
 PE0264                          SUPERSEDED SURVEY CONTROL
 PE0264
 PE0264  NGVD 29 (??/??/92)   27.319  (m)           89.63   (f) ADJ UNCH    2 0
 PE0264
 PE0264.Superseded values are not recommended for survey control.
 PE0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0264.See file dsdata.txt to determine how the superseded data were derived.
 PE0264
 PE0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK505220(NAD 83)
 PE0264_MARKER: DB = BENCH MARK DISK
 PE0264_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE0264_SP_SET: CONCRETE SILL
 PE0264_STAMPING: B 144 1962
 PE0264_MARK LOGO: CGS   
 PE0264_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PE0264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE0264
 PE0264  HISTORY     - Date     Condition        Report By
 PE0264  HISTORY     - 1962     MONUMENTED       CGS
 PE0264  HISTORY     - 1965     GOOD             NGS
 PE0264  HISTORY     - 1975     GOOD             NGS
 PE0264  HISTORY     - 1982     GOOD             USGS
 PE0264  HISTORY     - 1987     GOOD             USPSQD
 PE0264  HISTORY     - 19910615 GOOD             CGS
 PE0264  HISTORY     - 19951011 MARK NOT FOUND   CHANCE
 PE0264
 PE0264                          STATION DESCRIPTION
 PE0264
 PE0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 PE0264'7.8 MI S FROM ELLSWORTH.
 PE0264'1.3 MILES EAST AND SOUTH ON U.S. HIGHWAY 1 AND STATE HIGHWAY 3
 PE0264'FROM THE ELLSWORTH POST OFFICE TO THE TRIANGLE, THENCE SOUTH
 PE0264'ON HIGHWAY 3 FOR 6.55 MILES TO THE AIRPORT ROAD ON THE LEFT,
 PE0264'THENCE 0.15 MILE EAST TO BAR HARBOR AIRPORT.  SET HORIZONTALLY
 PE0264'IN THE CONCRETE SILL, 4 INCHES SOUTH OF THE CONCRETE FOUNDATION
 PE0264'THAT SUPPORTS THE NORTHEAST CORNER STEEL BEAM OF THE
 PE0264'NORTHEASTERNMOST HANGAR, 2.5 FEET SOUTHWEST OF THE EAST CORNER
 PE0264'AND FLUSH WITH THE GROUND.
 PE0264
 PE0264                          STATION RECOVERY (1975)
 PE0264
 PE0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 PE0264'RECOVERED IN GOOD CONDITION.
 PE0264
 PE0264                          STATION RECOVERY (1982)
 PE0264
 PE0264'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 PE0264'RECOVERED IN GOOD CONDITION.
 PE0264
 PE0264                          STATION RECOVERY (1987)
 PE0264
 PE0264'RECOVERY NOTE BY US POWER SQUADRON 1987 (ELG)
 PE0264'RECOVERED IN GOOD CONDITION.
 PE0264
 PE0264                          STATION RECOVERY (1991)
 PE0264
 PE0264'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1991
 PE0264'THE STATION IS LOCATED AT THE OLD TERMINAL COMPLEX IN A DRILL HOLE IN
 PE0264'THE CONCRETE FOUNDATION OF THE EAST CORNER OF THE NORTHEASTERNMOST
 PE0264'HANGAR, 2.5 FT (0.8 M) SOUTHWEST OF THE EAST CORNER OF THE BUILDING
 PE0264'AND ABOUT LEVEL WITH THE GROUND.  THE STATION IS MARKED WITH A
 PE0264'STANDARD CGS BENCH MARK DISK STAMPED B 144 1962.  NOTE- ALL BUILDINGS
 PE0264'HAVE BEEN REMOVED.  THE FOUNDATIONS STILL EXIST. JLD 5/86
 PE0264
 PE0264                          STATION RECOVERY (1995)
 PE0264
 PE0264'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KB)
 PE0264'NOT FOUND.  ALL FOUNDATIONS HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0302 ***********************************************************************
 PE0302  DESIGNATION -  B 145
 PE0302  PID         -  PE0302
 PE0302  STATE/COUNTY-  ME/HANCOCK
 PE0302  USGS QUAD   -  SOUTHWEST HARBOR (1983)
 PE0302
 PE0302                         *CURRENT SURVEY CONTROL
 PE0302  ___________________________________________________________________
 PE0302* NAD 83(1986)-  44 16 25.     (N)    068 19 32.     (W)     SCALED    
 PE0302* NAVD 88     -        18.166  (meters)      59.60   (feet)  ADJUSTED  
 PE0302  ___________________________________________________________________
 PE0302  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 PE0302  DYNAMIC HT  -          18.165 (meters)      59.60  (feet)  COMP
 PE0302  MODELED GRAV-     980,553.5   (mgal)                       NAVD 88
 PE0302
 PE0302  VERT ORDER  -  SECOND    CLASS 0
 PE0302
 PE0302.The horizontal coordinates were scaled from a topographic map and have
 PE0302.an estimated accuracy of +/- 6 seconds.
 PE0302
 PE0302.The orthometric height was determined by differential leveling
 PE0302.and adjusted by the National Geodetic Survey in June 1991..
 PE0302
 PE0302.The geoid height was determined by GEOID03.
 PE0302
 PE0302.The dynamic height is computed by dividing the NAVD 88
 PE0302.geopotential number by the normal gravity value computed on the
 PE0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0302.degrees latitude (g = 980.6199 gals.).
 PE0302
 PE0302.The modeled gravity was interpolated from observed gravity values.
 PE0302
 PE0302;                    North         East    Units  Estimated Accuracy
 PE0302;SPC ME E     -    67,450.      313,930.      MT  (+/- 180 meters Scaled)
 PE0302
 PE0302                          SUPERSEDED SURVEY CONTROL
 PE0302
 PE0302  NGVD 29 (??/??/92)   18.358  (m)           60.23   (f) ADJ UNCH    2 0
 PE0302
 PE0302.Superseded values are not recommended for survey control.
 PE0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0302.See file dsdata.txt to determine how the superseded data were derived.
 PE0302
 PE0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK538024(NAD 83)
 PE0302_MARKER: DB = BENCH MARK DISK
 PE0302_SETTING: 66 = SET IN ROCK OUTCROP
 PE0302_SP_SET: BEDROCK
 PE0302_STAMPING: B 145 1962
 PE0302_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0302+STABILITY: POSITION/ELEVATION WELL
 PE0302
 PE0302  HISTORY     - Date     Condition        Report By
 PE0302  HISTORY     - 1962     MONUMENTED       CGS
 PE0302  HISTORY     - 1986     GOOD             USPSQD
 PE0302  HISTORY     - 20050922 MARK NOT FOUND   USPSQD
 PE0302
 PE0302                          STATION DESCRIPTION
 PE0302
 PE0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PE0302'0.4 MI S FROM SOUTHWEST HARBOR.
 PE0302'0.4 MILE SOUTH ON STATE HIGHWAY 102 FROM THE POST OFFICE AT
 PE0302'SOUTHWEST HARBOR.  SET IN A DRILL HOLE IN THE TOP AND 2 FEET
 PE0302'ABOVE THE GROUND IN BEDROCK WHICH IS AT THE NORTHWEST CORNER OF
 PE0302'A GROUP OF BEDROCKS.  54 FEET EAST OF THE CENTER LINE OF HIGHWAY
 PE0302'102, 26 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF A SMALL
 PE0302'HOUSE AND 18 FEET NORTHWEST OF THE HIGHEST ROCK IN THE GROUP.
 PE0302
 PE0302                          STATION RECOVERY (1986)
 PE0302
 PE0302'RECOVERY NOTE BY US POWER SQUADRON 1986 (ELG)
 PE0302'RECOVERED IN GOOD CONDITION.
 PE0302
 PE0302                          STATION RECOVERY (2005)
 PE0302
 PE0302'RECOVERY NOTE BY US POWER SQUADRON 2005 (AHE)
 PE0302'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0262 ***********************************************************************
 PD0262  DESIGNATION -  B 146
 PD0262  PID         -  PD0262
 PD0262  STATE/COUNTY-  ME/HANCOCK
 PD0262  USGS QUAD   -  PETIT MANAN POINT (1977)
 PD0262
 PD0262                         *CURRENT SURVEY CONTROL
 PD0262  ___________________________________________________________________
 PD0262* NAD 83(1986)-  44 24 41.     (N)    067 59 33.     (W)     SCALED    
 PD0262* NAVD 88     -        17.198  (meters)      56.42   (feet)  ADJUSTED  
 PD0262  ___________________________________________________________________
 PD0262  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 PD0262  DYNAMIC HT  -          17.198 (meters)      56.42  (feet)  COMP
 PD0262  MODELED GRAV-     980,570.2   (mgal)                       NAVD 88
 PD0262
 PD0262  VERT ORDER  -  SECOND    CLASS 0
 PD0262
 PD0262.The horizontal coordinates were scaled from a topographic map and have
 PD0262.an estimated accuracy of +/- 6 seconds.
 PD0262
 PD0262.The orthometric height was determined by differential leveling
 PD0262.and adjusted by the National Geodetic Survey in June 1991..
 PD0262
 PD0262.The geoid height was determined by GEOID03.
 PD0262
 PD0262.The dynamic height is computed by dividing the NAVD 88
 PD0262.geopotential number by the normal gravity value computed on the
 PD0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0262.degrees latitude (g = 980.6199 gals.).
 PD0262
 PD0262.The modeled gravity was interpolated from observed gravity values.
 PD0262
 PD0262;                    North         East    Units  Estimated Accuracy
 PD0262;SPC ME E     -    82,870.      340,420.      MT  (+/- 180 meters Scaled)
 PD0262
 PD0262                          SUPERSEDED SURVEY CONTROL
 PD0262
 PD0262  NGVD 29 (??/??/92)   17.397  (m)           57.08   (f) ADJ UNCH    2 0
 PD0262
 PD0262.Superseded values are not recommended for survey control.
 PD0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0262.See file dsdata.txt to determine how the superseded data were derived.
 PD0262
 PD0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK802180(NAD 83)
 PD0262_MARKER: DB = BENCH MARK DISK
 PD0262_SETTING: 66 = SET IN ROCK OUTCROP
 PD0262_SP_SET: BEDROCK
 PD0262_STAMPING: B 146 1962
 PD0262_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0262+STABILITY: POSITION/ELEVATION WELL
 PD0262
 PD0262  HISTORY     - Date     Condition        Report By
 PD0262  HISTORY     - 1962     MONUMENTED       CGS
 PD0262
 PD0262                          STATION DESCRIPTION
 PD0262
 PD0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PD0262'1.7 MI SE FROM PROSPECT HARBOR.
 PD0262'1.7 MILE SOUTHEAST ON STATE HIGHWAY 195 FROM THE POST OFFICE AT
 PD0262'PROSPECT HARBOR.  SET IN A DRILL HOLE IN THE TOP, AT THE HIGHEST
 PD0262'POINT OF A BEDROCK.  42 FEET SOUTHWEST OF THE CENTER LINE OF
 PD0262'HIGHWAY 195, 36 FEET NORTHWEST OF A CABLE AND POWER LINE POLE,
 PD0262'3.5 FEET SOUTHWEST OF THE CENTER OF THE WIRES AND 1 FOOT ABOVE
 PD0262'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0377 ***********************************************************************
 PE0377  DESIGNATION -  B 147
 PE0377  PID         -  PE0377
 PE0377  STATE/COUNTY-  ME/WALDO
 PE0377  USGS QUAD   -  CASTINE (1979)
 PE0377
 PE0377                         *CURRENT SURVEY CONTROL
 PE0377  ___________________________________________________________________
 PE0377* NAD 83(1986)-  44 29 32.     (N)    068 49 52.     (W)     SCALED    
 PE0377* NAVD 88     -         2.138  (meters)       7.01   (feet)  ADJUSTED  
 PE0377  ___________________________________________________________________
 PE0377  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 PE0377  DYNAMIC HT  -           2.138 (meters)       7.01  (feet)  COMP
 PE0377  MODELED GRAV-     980,553.1   (mgal)                       NAVD 88
 PE0377
 PE0377  VERT ORDER  -  SECOND    CLASS 0
 PE0377
 PE0377.The horizontal coordinates were scaled from a topographic map and have
 PE0377.an estimated accuracy of +/- 6 seconds.
 PE0377
 PE0377.The orthometric height was determined by differential leveling
 PE0377.and adjusted by the National Geodetic Survey in June 1991..
 PE0377
 PE0377.The geoid height was determined by GEOID03.
 PE0377
 PE0377.The dynamic height is computed by dividing the NAVD 88
 PE0377.geopotential number by the normal gravity value computed on the
 PE0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0377.degrees latitude (g = 980.6199 gals.).
 PE0377
 PE0377.The modeled gravity was interpolated from observed gravity values.
 PE0377
 PE0377;                    North         East    Units  Estimated Accuracy
 PE0377;SPC ME E     -    91,780.      273,670.      MT  (+/- 180 meters Scaled)
 PE0377
 PE0377                          SUPERSEDED SURVEY CONTROL
 PE0377
 PE0377  NGVD 29 (??/??/92)    2.366  (m)            7.76   (f) ADJ UNCH    2 0
 PE0377
 PE0377.Superseded values are not recommended for survey control.
 PE0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0377.See file dsdata.txt to determine how the superseded data were derived.
 PE0377
 PE0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK134265(NAD 83)
 PE0377_MARKER: DB = BENCH MARK DISK
 PE0377_SETTING: 66 = SET IN ROCK OUTCROP
 PE0377_SP_SET: BEDROCK
 PE0377_STAMPING: B 147 1962
 PE0377_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0377+STABILITY: POSITION/ELEVATION WELL
 PE0377
 PE0377  HISTORY     - Date     Condition        Report By
 PE0377  HISTORY     - 1962     MONUMENTED       CGS
 PE0377
 PE0377                          STATION DESCRIPTION
 PE0377
 PE0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PE0377'1.9 MI SW FROM SANDY POINT.
 PE0377'ABOUT 1.9 MILES SOUTHWEST ALONG THE BANGOR AND AROOSTOOK RAILROAD
 PE0377'FROM THE STATION AT SANDY POINT, ABOUT 1.2 MILES NORTHEAST OF
 PE0377'THE STATION AT STOCKTON SPRINGS, SET ON THE TOP OF THE SOUTHWEST
 PE0377'CORNER OF A LARGE BEDROCK, 20 FEET SOUTHEAST AND 6 FEET BELOW
 PE0377'THE BANK OF FORT POINT COVE, 92 YARDS EAST OF A PRIVATE CROSSING,
 PE0377'180 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 6 FEET EAST OF THE
 PE0377'EAST PORCH CORNER OF A RED HOUSE, AND ABOUT 1 1 1/2 FEET ABOVE
 PE0377'THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0346 ***********************************************************************
 PD0346  TIDAL BM    -  This is a Tidal Bench Mark.
 PD0346  DESIGNATION -  B 148
 PD0346  PID         -  PD0346
 PD0346  STATE/COUNTY-  ME/WASHINGTON
 PD0346  USGS QUAD   -  CHERRYFIELD (1978)
 PD0346
 PD0346                         *CURRENT SURVEY CONTROL
 PD0346  ___________________________________________________________________
 PD0346* NAD 83(1986)-  44 33 09.     (N)    067 53 05.     (W)     SCALED    
 PD0346* NAVD 88     -        14.772  (meters)      48.46   (feet)  ADJUSTED  
 PD0346  ___________________________________________________________________
 PD0346  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 PD0346  DYNAMIC HT  -          14.772 (meters)      48.46  (feet)  COMP
 PD0346  MODELED GRAV-     980,586.5   (mgal)                       NAVD 88
 PD0346
 PD0346  VERT ORDER  -  SECOND    CLASS 0
 PD0346
 PD0346.The horizontal coordinates were scaled from a topographic map and have
 PD0346.an estimated accuracy of +/- 6 seconds.
 PD0346
 PD0346.The orthometric height was determined by differential leveling
 PD0346.and adjusted by the National Geodetic Survey in June 1991..
 PD0346
 PD0346.This Tidal Bench Mark is designated as VM 15907
 PD0346.by the Center for Operational Oceanographic Products and Services.
 PD0346
 PD0346.The geoid height was determined by GEOID03.
 PD0346
 PD0346.The dynamic height is computed by dividing the NAVD 88
 PD0346.geopotential number by the normal gravity value computed on the
 PD0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0346.degrees latitude (g = 980.6199 gals.).
 PD0346
 PD0346.The modeled gravity was interpolated from observed gravity values.
 PD0346
 PD0346;                    North         East    Units  Estimated Accuracy
 PD0346;SPC ME E     -    98,600.      348,880.      MT  (+/- 180 meters Scaled)
 PD0346
 PD0346                          SUPERSEDED SURVEY CONTROL
 PD0346
 PD0346  NGVD 29 (??/??/92)   14.975  (m)           49.13   (f) ADJ UNCH    2 0
 PD0346
 PD0346.Superseded values are not recommended for survey control.
 PD0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0346.See file dsdata.txt to determine how the superseded data were derived.
 PD0346
 PD0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK885338(NAD 83)
 PD0346_MARKER: DB = BENCH MARK DISK
 PD0346_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PD0346_SP_SET: BUILDING
 PD0346_STAMPING: B 148 1962
 PD0346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PD0346
 PD0346  HISTORY     - Date     Condition        Report By
 PD0346  HISTORY     - 1962     MONUMENTED       CGS
 PD0346  HISTORY     - 1966     GOOD             NGS
 PD0346
 PD0346                          STATION DESCRIPTION
 PD0346
 PD0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PD0346'1.2 MI NE FROM MILBRIDGE.
 PD0346'1.15 MILES NORTHEAST ALONG U.S. HIGHWAY 1A FROM THE POST OFFICE
 PD0346'AT MILBRIDGE, SET VERTICALLY IN THE NORTHWEST CONCRETE FACE AND
 PD0346'NEAR THE NORTH CORNER OF A CONCRETE TELEPHONE COMPANY BUILDING,
 PD0346'49 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT
 PD0346'SOUTHWEST OF THE NORTH CORNER OF THE BUILDING AND 1 FOOT ABOVE
 PD0346'THE LEVEL OF THE GROUND.
 PD0346
 PD0346                          STATION RECOVERY (1966)
 PD0346
 PD0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 PD0346'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0438 ***********************************************************************
 PD0438  DESIGNATION -  B 149
 PD0438  PID         -  PD0438
 PD0438  STATE/COUNTY-  ME/WASHINGTON
 PD0438  USGS QUAD   -  JONESPORT (1977)
 PD0438
 PD0438                         *CURRENT SURVEY CONTROL
 PD0438  ___________________________________________________________________
 PD0438* NAD 83(1986)-  44 32 56.     (N)    067 37 11.     (W)     SCALED    
 PD0438* NAVD 88     -         1.819  (meters)       5.97   (feet)  ADJUSTED  
 PD0438  ___________________________________________________________________
 PD0438  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 PD0438  DYNAMIC HT  -           1.819 (meters)       5.97  (feet)  COMP
 PD0438  MODELED GRAV-     980,599.5   (mgal)                       NAVD 88
 PD0438
 PD0438  VERT ORDER  -  SECOND    CLASS 0
 PD0438
 PD0438.The horizontal coordinates were scaled from a topographic map and have
 PD0438.an estimated accuracy of +/- 6 seconds.
 PD0438
 PD0438.The orthometric height was determined by differential leveling
 PD0438.and adjusted by the National Geodetic Survey in June 1991..
 PD0438
 PD0438.The geoid height was determined by GEOID03.
 PD0438
 PD0438.The dynamic height is computed by dividing the NAVD 88
 PD0438.geopotential number by the normal gravity value computed on the
 PD0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0438.degrees latitude (g = 980.6199 gals.).
 PD0438
 PD0438.The modeled gravity was interpolated from observed gravity values.
 PD0438
 PD0438;                    North         East    Units  Estimated Accuracy
 PD0438;SPC ME E     -    98,400.      369,940.      MT  (+/- 180 meters Scaled)
 PD0438
 PD0438                          SUPERSEDED SURVEY CONTROL
 PD0438
 PD0438  NGVD 29 (??/??/92)    2.032  (m)            6.67   (f) ADJ UNCH    2 0
 PD0438
 PD0438.Superseded values are not recommended for survey control.
 PD0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0438.See file dsdata.txt to determine how the superseded data were derived.
 PD0438
 PD0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK096337(NAD 83)
 PD0438_MARKER: DB = BENCH MARK DISK
 PD0438_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PD0438_SP_SET: CULVERT
 PD0438_STAMPING: B 149 1962
 PD0438_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PD0438
 PD0438  HISTORY     - Date     Condition        Report By
 PD0438  HISTORY     - 1962     MONUMENTED       CGS
 PD0438
 PD0438                          STATION DESCRIPTION
 PD0438
 PD0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PD0438'2.5 MI NW FROM JONESPORT.
 PD0438'2.5 MILES NORTHWEST ALONG STATE HIGHWAY 187 FROM THE POST OFFICE
 PD0438'AT JONESPORT, 2.0 MILES SOUTHEAST ALONG STATE HIGHWAY 187 FROM
 PD0438'THE CONCRETE BRIDGE OVER INDIAN RIVER AT INDIAN RIVER, ALONG
 PD0438'THE SOUTHEAST SHORE OF SNARE CREEK, ON THE SECOND LARGE EXPOSED
 PD0438'BEDROCK SOUTHWEST OF A 6-FOOT PIPE CULVERT UNDER THE HIGHWAY FOR
 PD0438'SNARE CREEK, 74 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 PD0438'135 FEET SOUTHWEST OF THE CENTER OF THE NORTHWEST END OF THE
 PD0438'LARGE CULVERT, 9 FEET NORTHWEST OF A DIRT BANK AND ABOUT 7 FEET
 PD0438'BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0206 ***********************************************************************
 PD0206  DESIGNATION -  B 150
 PD0206  PID         -  PD0206
 PD0206  STATE/COUNTY-  ME/WASHINGTON
 PD0206  USGS QUAD   -  MACHIAS (1977)
 PD0206
 PD0206                         *CURRENT SURVEY CONTROL
 PD0206  ___________________________________________________________________
 PD0206* NAD 83(1986)-  44 41 30.     (N)    067 23 56.     (W)     SCALED    
 PD0206* NAVD 88     -        28.275  (meters)      92.77   (feet)  ADJUSTED  
 PD0206  ___________________________________________________________________
 PD0206  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 PD0206  DYNAMIC HT  -          28.274 (meters)      92.76  (feet)  COMP
 PD0206  MODELED GRAV-     980,596.3   (mgal)                       NAVD 88
 PD0206
 PD0206  VERT ORDER  -  SECOND    CLASS 0
 PD0206
 PD0206.The horizontal coordinates were scaled from a topographic map and have
 PD0206.an estimated accuracy of +/- 6 seconds.
 PD0206
 PD0206.The orthometric height was determined by differential leveling
 PD0206.and adjusted by the National Geodetic Survey in June 1991..
 PD0206
 PD0206.The geoid height was determined by GEOID03.
 PD0206
 PD0206.The dynamic height is computed by dividing the NAVD 88
 PD0206.geopotential number by the normal gravity value computed on the
 PD0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0206.degrees latitude (g = 980.6199 gals.).
 PD0206
 PD0206.The modeled gravity was interpolated from observed gravity values.
 PD0206
 PD0206;                    North         East    Units  Estimated Accuracy
 PD0206;SPC ME E     -   114,470.      387,280.      MT  (+/- 180 meters Scaled)
 PD0206
 PD0206                          SUPERSEDED SURVEY CONTROL
 PD0206
 PD0206  NGVD 29 (??/??/92)   28.483  (m)           93.45   (f) ADJ UNCH    2 0
 PD0206
 PD0206.Superseded values are not recommended for survey control.
 PD0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0206.See file dsdata.txt to determine how the superseded data were derived.
 PD0206
 PD0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK268499(NAD 83)
 PD0206_MARKER: DB = BENCH MARK DISK
 PD0206_SETTING: 80 = SET IN A BOULDER
 PD0206_SP_SET: BOULDER
 PD0206_STAMPING: B 150 1962
 PD0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0206+STABILITY: SURFACE MOTION
 PD0206
 PD0206  HISTORY     - Date     Condition        Report By
 PD0206  HISTORY     - 1962     MONUMENTED       CGS
 PD0206
 PD0206                          STATION DESCRIPTION
 PD0206
 PD0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PD0206'0.8 MI S FROM MACHIASPORT.
 PD0206'0.8 MILE SOUTH ALONG STATE HIGHWAY 92 FROM THE MACHIASPORT CANNING
 PD0206'COMPANY AT MACHIASPORT, SET ON THE TOP AND ABOUT IN THE CENTER
 PD0206'OF A 3-BY-3-FOOT BURIED BOULDER PROJECTING 1 FOOT ABOVE THE LEVEL
 PD0206'OF THE GROUND, 0.5 MILE SOUTH OF THE CHURCH HILL CEMETERY, 21 1/2
 PD0206'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 98 FEET SOUTH OF THE
 PD0206'CENTER LINE OF A DRIVEWAY LEADING WEST, 85 FEET SOUTH OF
 PD0206'POWER LINE POLE NO. 280-A-90, 67 FEET NORTH OF POWER LINE POLE
 PD0206'NO. BHE WP 127-91, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0043 ***********************************************************************
 OB0043  DESIGNATION -  B 151
 OB0043  PID         -  OB0043
 OB0043  STATE/COUNTY-  ME/KNOX
 OB0043  USGS QUAD   -  TENANTS HARBOR (1973)
 OB0043
 OB0043                         *CURRENT SURVEY CONTROL
 OB0043  ___________________________________________________________________
 OB0043* NAD 83(1986)-  43 57 57.     (N)    069 12 30.     (W)     SCALED    
 OB0043* NAVD 88     -         6.687  (meters)      21.94   (feet)  ADJUSTED  
 OB0043  ___________________________________________________________________
 OB0043  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 OB0043  DYNAMIC HT  -           6.686 (meters)      21.94  (feet)  COMP
 OB0043  MODELED GRAV-     980,525.6   (mgal)                       NAVD 88
 OB0043
 OB0043  VERT ORDER  -  SECOND    CLASS 0
 OB0043
 OB0043.The horizontal coordinates were scaled from a topographic map and have
 OB0043.an estimated accuracy of +/- 6 seconds.
 OB0043
 OB0043.The orthometric height was determined by differential leveling
 OB0043.and adjusted by the National Geodetic Survey in June 1991..
 OB0043
 OB0043.The geoid height was determined by GEOID03.
 OB0043
 OB0043.The dynamic height is computed by dividing the NAVD 88
 OB0043.geopotential number by the normal gravity value computed on the
 OB0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0043.degrees latitude (g = 980.6199 gals.).
 OB0043
 OB0043.The modeled gravity was interpolated from observed gravity values.
 OB0043
 OB0043;                    North         East    Units  Estimated Accuracy
 OB0043;SPC ME E     -    33,480.      243,160.      MT  (+/- 180 meters Scaled)
 OB0043
 OB0043                          SUPERSEDED SURVEY CONTROL
 OB0043
 OB0043  NGVD 29 (??/??/92)    6.897  (m)           22.63   (f) ADJ UNCH    2 0
 OB0043
 OB0043.Superseded values are not recommended for survey control.
 OB0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0043.See file dsdata.txt to determine how the superseded data were derived.
 OB0043
 OB0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ832680(NAD 83)
 OB0043_MARKER: DB = BENCH MARK DISK
 OB0043_SETTING: 66 = SET IN ROCK OUTCROP
 OB0043_SP_SET: BEDROCK
 OB0043_STAMPING: B 151 1962
 OB0043_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0043+STABILITY: POSITION/ELEVATION WELL
 OB0043_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OB0043+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2004
 OB0043
 OB0043  HISTORY     - Date     Condition        Report By
 OB0043  HISTORY     - 1962     MONUMENTED       CGS
 OB0043  HISTORY     - 19950728 GOOD             USPSQD
 OB0043  HISTORY     - 20040508 GOOD             USPSQD
 OB0043
 OB0043                          STATION DESCRIPTION
 OB0043
 OB0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OB0043'IN TENANTS HARBOR.
 OB0043'AT TENANTS HARBOR, ON THE PROPERTY OF THE EAST WIND HOTEL, SET ON THE
 OB0043'TOP AND AT ABOUT THE HIGHEST PART OF A LARGE MASS OF EXPOSED BEDROCK,
 OB0043'114 FEET NORTHEAST OF BENCH MARK A 151 1962, 163 FEET EAST OF THE
 OB0043'SOUTHEAST CORNER OF THE PORCH OF THE HOTEL, 75 FEET EAST OF THE CENTER
 OB0043'LINE OF A DRIVEWAY, 123 FEET NORTHWEST AND UPHILL FROM TIDAL NO. 6
 OB0043'(1910) AND ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD OR DRIVEWAY.
 OB0043
 OB0043                          STATION RECOVERY (1995)
 OB0043
 OB0043'RECOVERY NOTE BY US POWER SQUADRON 1995
 OB0043'RECOVERED IN GOOD CONDITION.
 OB0043
 OB0043                          STATION RECOVERY (2004)
 OB0043
 OB0043'RECOVERY NOTE BY US POWER SQUADRON 2004 (SWT)
 OB0043'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0031 ***********************************************************************
 OB0031  DESIGNATION -  B 152
 OB0031  PID         -  OB0031
 OB0031  STATE/COUNTY-  ME/KNOX
 OB0031  USGS QUAD   -  FRIENDSHIP (1973)
 OB0031
 OB0031                         *CURRENT SURVEY CONTROL
 OB0031  ___________________________________________________________________
 OB0031* NAD 83(1986)-  43 59 01.     (N)    069 20 05.     (W)     SCALED    
 OB0031* NAVD 88     -        38.112  (meters)     125.04   (feet)  ADJUSTED  
 OB0031  ___________________________________________________________________
 OB0031  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 OB0031  DYNAMIC HT  -          38.108 (meters)     125.03  (feet)  COMP
 OB0031  MODELED GRAV-     980,517.0   (mgal)                       NAVD 88
 OB0031
 OB0031  VERT ORDER  -  SECOND    CLASS 0
 OB0031
 OB0031.The horizontal coordinates were scaled from a topographic map and have
 OB0031.an estimated accuracy of +/- 6 seconds.
 OB0031
 OB0031.The orthometric height was determined by differential leveling
 OB0031.and adjusted by the National Geodetic Survey in June 1991..
 OB0031
 OB0031.The geoid height was determined by GEOID03.
 OB0031
 OB0031.The dynamic height is computed by dividing the NAVD 88
 OB0031.geopotential number by the normal gravity value computed on the
 OB0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0031.degrees latitude (g = 980.6199 gals.).
 OB0031
 OB0031.The modeled gravity was interpolated from observed gravity values.
 OB0031
 OB0031;                    North         East    Units  Estimated Accuracy
 OB0031;SPC ME E     -    35,550.      233,040.      MT  (+/- 180 meters Scaled)
 OB0031
 OB0031                          SUPERSEDED SURVEY CONTROL
 OB0031
 OB0031  NGVD 29 (??/??/92)   38.321  (m)          125.72   (f) ADJ UNCH    2 0
 OB0031
 OB0031.Superseded values are not recommended for survey control.
 OB0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0031.See file dsdata.txt to determine how the superseded data were derived.
 OB0031
 OB0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ731701(NAD 83)
 OB0031_MARKER: DB = BENCH MARK DISK
 OB0031_SETTING: 66 = SET IN ROCK OUTCROP
 OB0031_SP_SET: BEDROCK
 OB0031_STAMPING: B 152 1962
 OB0031_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0031+STABILITY: POSITION/ELEVATION WELL
 OB0031
 OB0031  HISTORY     - Date     Condition        Report By
 OB0031  HISTORY     - 1962     MONUMENTED       CGS
 OB0031  HISTORY     - 19910826 MARK NOT FOUND   USPSQD
 OB0031
 OB0031                          STATION DESCRIPTION
 OB0031
 OB0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OB0031'IN FRIENDSHIP.
 OB0031'AT FRIENDSHIP, NEAR THE JUNCTION OF STATE HIGHWAY 220 AND 97, SET ON
 OB0031'TOP AND NEAR THE SOUTHEAST END OF A LARGE MASS OF EXPOSED BEDROCK,
 OB0031'ABOUT FLUSH WITH THE GROUND, 130 FEET SOUTHWEST OF THE CENTER LINE OF
 OB0031'STATE HIGHWAY 220, 85 FEET NORTHWEST OF THE CENTER LINE OF STATE
 OB0031'HIGHWAY 97, 22 FEET WEST OF THE WEST CORNER OF A TWO-STORY FRAME HOUSE
 OB0031'AND ABOUT LEVEL WITH THE HIGHWAY.
 OB0031
 OB0031                          STATION RECOVERY (1991)
 OB0031
 OB0031'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OB0031'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1085 ***********************************************************************
 PE1085  DESIGNATION -  B 153
 PE1085  PID         -  PE1085
 PE1085  STATE/COUNTY-  ME/LINCOLN
 PE1085  USGS QUAD   -  WALDOBORO EAST (1988)
 PE1085
 PE1085                         *CURRENT SURVEY CONTROL
 PE1085  ___________________________________________________________________
 PE1085* NAD 83(1986)-  44 01 58.     (N)    069 20 53.     (W)     SCALED    
 PE1085* NAVD 88     -         4.022  (meters)      13.20   (feet)  ADJUSTED  
 PE1085  ___________________________________________________________________
 PE1085  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 PE1085  DYNAMIC HT  -           4.022 (meters)      13.20  (feet)  COMP
 PE1085  MODELED GRAV-     980,517.4   (mgal)                       NAVD 88
 PE1085
 PE1085  VERT ORDER  -  SECOND    CLASS 0
 PE1085
 PE1085.The horizontal coordinates were scaled from a topographic map and have
 PE1085.an estimated accuracy of +/- 6 seconds.
 PE1085
 PE1085.The orthometric height was determined by differential leveling
 PE1085.and adjusted by the National Geodetic Survey in June 1991..
 PE1085
 PE1085.The geoid height was determined by GEOID03.
 PE1085
 PE1085.The dynamic height is computed by dividing the NAVD 88
 PE1085.geopotential number by the normal gravity value computed on the
 PE1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1085.degrees latitude (g = 980.6199 gals.).
 PE1085
 PE1085.The modeled gravity was interpolated from observed gravity values.
 PE1085
 PE1085;                    North         East    Units  Estimated Accuracy
 PE1085;SPC ME W     -   133,580.      965,620.      MT  (+/- 180 meters Scaled)
 PE1085
 PE1085                          SUPERSEDED SURVEY CONTROL
 PE1085
 PE1085  NGVD 29 (??/??/92)    4.231  (m)           13.88   (f) ADJ UNCH    2 0
 PE1085
 PE1085.Superseded values are not recommended for survey control.
 PE1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1085.See file dsdata.txt to determine how the superseded data were derived.
 PE1085
 PE1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ721755(NAD 83)
 PE1085_MARKER: DB = BENCH MARK DISK
 PE1085_SETTING: 66 = SET IN ROCK OUTCROP
 PE1085_SP_SET: BEDROCK
 PE1085_STAMPING: B 153 1962
 PE1085_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1085+STABILITY: POSITION/ELEVATION WELL
 PE1085
 PE1085  HISTORY     - Date     Condition        Report By
 PE1085  HISTORY     - 1962     MONUMENTED       CGS
 PE1085  HISTORY     - 19910830 GOOD             USPSQD
 PE1085
 PE1085                          STATION DESCRIPTION
 PE1085
 PE1085'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PE1085'5.1 MI NW FROM FRIENDSHIP.
 PE1085'ABOUT 4.1 MILES NORTH AND NORTHEAST ALONG STATE HIGHWAY NO. 220
 PE1085'FROM ITS JUNCTION WITH STATE HIGHWAY 97 AT FRIENDSHIP, THENCE
 PE1085'1.0 MILE WEST ALONG A BLACK TOP ROAD, AT PITCHERS COVE, SET ON
 PE1085'TOP AND AT THE HIGHEST PART OF A LARGE EXPOSED BEDROCK AT THE
 PE1085'SOUTHEAST EDGE OF THE COVE, 102 FEET NORTH OF THE CENTER LINE OF
 PE1085'THE ROAD, 114 FEET NORTHWEST OF POWER LINE POLE NO. 192 321-19,
 PE1085'22 FEET SOUTHWEST OF A 1-INCH RION ROD SET IN ROCK AND PROJECTING
 PE1085'1 FOOT ABOVE ROCK, 1 FOOT NORTH OF THE GRASS LINE AND 14 FEET
 PE1085'SOUTH OF THE HIGH WATER LINE, 2 FEET BELOW THE LEVEL OF THE
 PE1085'ROAD.
 PE1085
 PE1085                          STATION RECOVERY (1991)
 PE1085
 PE1085'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 PE1085'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0110 ***********************************************************************
 OB0110  DESIGNATION -  B 154
 OB0110  PID         -  OB0110
 OB0110  STATE/COUNTY-  ME/LINCOLN
 OB0110  USGS QUAD   -  WESTPORT (1970)
 OB0110
 OB0110                         *CURRENT SURVEY CONTROL
 OB0110  ___________________________________________________________________
 OB0110* NAD 83(1986)-  43 54 48.     (N)    069 40 24.     (W)     SCALED    
 OB0110* NAVD 88     -        26.898  (meters)      88.25   (feet)  ADJUSTED  
 OB0110  ___________________________________________________________________
 OB0110  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 OB0110  DYNAMIC HT  -          26.896 (meters)      88.24  (feet)  COMP
 OB0110  MODELED GRAV-     980,525.0   (mgal)                       NAVD 88
 OB0110
 OB0110  VERT ORDER  -  SECOND    CLASS 0
 OB0110
 OB0110.The horizontal coordinates were scaled from a topographic map and have
 OB0110.an estimated accuracy of +/- 6 seconds.
 OB0110
 OB0110.The orthometric height was determined by differential leveling
 OB0110.and adjusted by the National Geodetic Survey in June 1991..
 OB0110
 OB0110.The geoid height was determined by GEOID03.
 OB0110
 OB0110.The dynamic height is computed by dividing the NAVD 88
 OB0110.geopotential number by the normal gravity value computed on the
 OB0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0110.degrees latitude (g = 980.6199 gals.).
 OB0110
 OB0110.The modeled gravity was interpolated from observed gravity values.
 OB0110
 OB0110;                    North         East    Units  Estimated Accuracy
 OB0110;SPC ME W     -   120,100.      939,630.      MT  (+/- 180 meters Scaled)
 OB0110
 OB0110                          SUPERSEDED SURVEY CONTROL
 OB0110
 OB0110  NGVD 29 (??/??/92)   27.113  (m)           88.95   (f) ADJ UNCH    2 0
 OB0110
 OB0110.Superseded values are not recommended for survey control.
 OB0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0110.See file dsdata.txt to determine how the superseded data were derived.
 OB0110
 OB0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ459624(NAD 83)
 OB0110_MARKER: DB = BENCH MARK DISK
 OB0110_SETTING: 66 = SET IN ROCK OUTCROP
 OB0110_SP_SET: OUTCROP
 OB0110_STAMPING: B 154 1963
 OB0110_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0110+STABILITY: POSITION/ELEVATION WELL
 OB0110
 OB0110  HISTORY     - Date     Condition        Report By
 OB0110  HISTORY     - 1963     MONUMENTED       CGS
 OB0110  HISTORY     - 1990     GOOD             USPSQD
 OB0110  HISTORY     - 19910402 GOOD             USPSQD
 OB0110
 OB0110                          STATION DESCRIPTION
 OB0110
 OB0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OB0110'4.9 MI NW FROM BOOTHBAY.
 OB0110'ABOUT 4.9 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM THE BOOTHBAY
 OB0110'GRAMMAR SCHOOL AT BOOTHBAY, ON BARTER ISLAND, 0.1 MILE NORTH OF THE
 OB0110'REMAINS OF AN OLD SAWMILL, SET ON THE TOP AND NEAR THE SOUTH END OF A
 OB0110'LARGE 10-BY-8-FOOT OUTCROP, 51 FEET WEST OF THE CENTER LINE OF THE
 OB0110'ROAD, 55 YARDS SOUTH OF THE CENTER OF THE JUNCTION OF BLACK TOP ROAD
 OB0110'AND GRAVEL ROAD LEADING WEST TO ROCKY POINT, 10 FEET SOUTH OF A VERY
 OB0110'LARGE BOULDER, 2 1/2 FEET NORTH OF THE SOUTH END OF THE OUTCROP AND 2
 OB0110'FEET ABOVE THE LEVEL OF THE ROAD.
 OB0110
 OB0110                          STATION RECOVERY (1990)
 OB0110
 OB0110'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMW)
 OB0110'RECOVERED IN GOOD CONDITION.
 OB0110
 OB0110                          STATION RECOVERY (1991)
 OB0110
 OB0110'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OB0110'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0007 ***********************************************************************
 OB0007  DESIGNATION -  B 155
 OB0007  PID         -  OB0007
 OB0007  STATE/COUNTY-  ME/LINCOLN
 OB0007  USGS QUAD   -  LOUDS ISLAND (1979)
 OB0007
 OB0007                         *CURRENT SURVEY CONTROL
 OB0007  ___________________________________________________________________
 OB0007* NAD 83(1986)-  43 53 07.     (N)    069 28 48.     (W)     SCALED    
 OB0007* NAVD 88     -        10.924  (meters)      35.84   (feet)  ADJUSTED  
 OB0007  ___________________________________________________________________
 OB0007  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 OB0007  DYNAMIC HT  -          10.923 (meters)      35.84  (feet)  COMP
 OB0007  MODELED GRAV-     980,525.8   (mgal)                       NAVD 88
 OB0007
 OB0007  VERT ORDER  -  SECOND    CLASS 0
 OB0007
 OB0007.The horizontal coordinates were scaled from a topographic map and have
 OB0007.an estimated accuracy of +/- 6 seconds.
 OB0007
 OB0007.The orthometric height was determined by differential leveling
 OB0007.and adjusted by the National Geodetic Survey in June 1991..
 OB0007
 OB0007.The geoid height was determined by GEOID03.
 OB0007
 OB0007.The dynamic height is computed by dividing the NAVD 88
 OB0007.geopotential number by the normal gravity value computed on the
 OB0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0007.degrees latitude (g = 980.6199 gals.).
 OB0007
 OB0007.The modeled gravity was interpolated from observed gravity values.
 OB0007
 OB0007;                    North         East    Units  Estimated Accuracy
 OB0007;SPC ME W     -   117,100.      955,180.      MT  (+/- 180 meters Scaled)
 OB0007
 OB0007                          SUPERSEDED SURVEY CONTROL
 OB0007
 OB0007  NGVD 29 (??/??/92)   11.133  (m)           36.53   (f) ADJ UNCH    2 0
 OB0007
 OB0007.Superseded values are not recommended for survey control.
 OB0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0007.See file dsdata.txt to determine how the superseded data were derived.
 OB0007
 OB0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ614592(NAD 83)
 OB0007_MARKER: DB = BENCH MARK DISK
 OB0007_SETTING: 66 = SET IN ROCK OUTCROP
 OB0007_SP_SET: BEDROCK
 OB0007_STAMPING: B 155 1963
 OB0007_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0007+STABILITY: POSITION/ELEVATION WELL
 OB0007_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OB0007+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2002
 OB0007
 OB0007  HISTORY     - Date     Condition        Report By
 OB0007  HISTORY     - 1963     MONUMENTED       CGS
 OB0007  HISTORY     - 20020726 GOOD             USPSQD
 OB0007
 OB0007                          STATION DESCRIPTION
 OB0007
 OB0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OB0007'0.5 MI SW FROM CHAMBERLAIN.
 OB0007'ABOUT 0.5 MILE SOUTHWEST ALONG STATE HIGHWAY 32 FROM THE POST OFFICE
 OB0007'AT CHAMBERLAIN, 1.5 MILES NORTHEAST ALONG STATE HIGHWAY 32 FROM ITS
 OB0007'JUNCTION WITH STATE HIGHWAY 130 AT NEW HARBOR, 36 FEET SOUTHEAST OF
 OB0007'THE CENTER LINE OF THE HIGHWAY, SET ON THE TOP AND NEAR THE CENTER OF
 OB0007'A 6-BY-8-FOOT MASS OF EXPOSED BEDROCK, 36.4 FEET WEST OF THE WEST
 OB0007'CORNER OF THE M. T. YOUNG RESIDENCE, AND ABOUT 1 FOOT BELOW THE LEVEL
 OB0007'OF THE HIGHWAY.  NOTE-- STATE HIGHWAY 32 IS BEING RELOCATED TO THE
 OB0007'NORTH AND THE ABOVE DESCRIPTION WILL NOT FIT AFTER THE HIGHWAY IS
 OB0007'COMPLETED.  THERE ARE NO PLANS TO CHANGE THE PRESENT HIGHWAY SO THE
 OB0007'MARK WILL REMAIN INTACT.
 OB0007
 OB0007                          STATION RECOVERY (2002)
 OB0007
 OB0007'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMW)
 OB0007'THE HOUSE NO. IS 321. THE MARK IS SW OF THE GARAGE AND SW UNDER THE
 OB0007'LIMBS OF A PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0064 ***********************************************************************
 OB0064  DESIGNATION -  B 156
 OB0064  PID         -  OB0064
 OB0064  STATE/COUNTY-  ME/LINCOLN
 OB0064  USGS QUAD   -  BRISTOL (1969)
 OB0064
 OB0064                         *CURRENT SURVEY CONTROL
 OB0064  ___________________________________________________________________
 OB0064* NAD 83(1986)-  43 57 16.     (N)    069 31 08.     (W)     SCALED    
 OB0064* NAVD 88     -        33.392  (meters)     109.55   (feet)  ADJUSTED  
 OB0064  ___________________________________________________________________
 OB0064  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 OB0064  DYNAMIC HT  -          33.389 (meters)     109.54  (feet)  COMP
 OB0064  MODELED GRAV-     980,524.7   (mgal)                       NAVD 88
 OB0064
 OB0064  VERT ORDER  -  SECOND    CLASS 0
 OB0064
 OB0064.The horizontal coordinates were scaled from a topographic map and have
 OB0064.an estimated accuracy of +/- 6 seconds.
 OB0064
 OB0064.The orthometric height was determined by differential leveling
 OB0064.and adjusted by the National Geodetic Survey in June 1991..
 OB0064
 OB0064.The geoid height was determined by GEOID03.
 OB0064
 OB0064.The dynamic height is computed by dividing the NAVD 88
 OB0064.geopotential number by the normal gravity value computed on the
 OB0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0064.degrees latitude (g = 980.6199 gals.).
 OB0064
 OB0064.The modeled gravity was interpolated from observed gravity values.
 OB0064
 OB0064;                    North         East    Units  Estimated Accuracy
 OB0064;SPC ME W     -   124,760.      951,990.      MT  (+/- 180 meters Scaled)
 OB0064
 OB0064                          SUPERSEDED SURVEY CONTROL
 OB0064
 OB0064  NGVD 29 (??/??/92)   33.601  (m)          110.24   (f) ADJ UNCH    2 0
 OB0064
 OB0064.Superseded values are not recommended for survey control.
 OB0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0064.See file dsdata.txt to determine how the superseded data were derived.
 OB0064
 OB0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ583669(NAD 83)
 OB0064_MARKER: DB = BENCH MARK DISK
 OB0064_SETTING: 66 = SET IN ROCK OUTCROP
 OB0064_SP_SET: SLOPING BEDROCK
 OB0064_STAMPING: B 156 1963
 OB0064_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0064+STABILITY: POSITION/ELEVATION WELL
 OB0064
 OB0064  HISTORY     - Date     Condition        Report By
 OB0064  HISTORY     - 1963     MONUMENTED       CGS
 OB0064  HISTORY     - 19910826 MARK NOT FOUND   USPSQD
 OB0064
 OB0064                          STATION DESCRIPTION
 OB0064
 OB0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OB0064'0.65 MI SW FROM BRISTOL.
 OB0064'ABOUT 0.3 MILE SOUTH ALONG STATE HIGHWAY 130 FROM THE BRISTOL TOWN
 OB0064'HALL AT BRISTOL, THENCE 0.35 MILE WEST ALONG A GRAVEL ROAD, 0.1 MILE
 OB0064'EAST OF THE CROSSING OF A SMALL STREAM, 0.2 MILE WEST OF A FARM HOUSE
 OB0064'ON SOUTH SIDE OF ROAD, SET ON THE TOP OF A MASS OF SLOPING BEDROCK, 21
 OB0064'1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD AND 1 1/2 FOOT ABOVE THE
 OB0064'LEVEL OF THE ROAD.
 OB0064
 OB0064                          STATION RECOVERY (1991)
 OB0064
 OB0064'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OB0064'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0185 ***********************************************************************
 OB0185  DESIGNATION -  B 157
 OB0185  PID         -  OB0185
 OB0185  STATE/COUNTY-  ME/LINCOLN
 OB0185  USGS QUAD   -  WESTPORT (1970)
 OB0185
 OB0185                         *CURRENT SURVEY CONTROL
 OB0185  ___________________________________________________________________
 OB0185* NAD 83(1996)-  43 57 49.18182(N)    069 42 42.34714(W)     ADJUSTED  
 OB0185* NAVD 88     -        16.777  (meters)      55.04   (feet)  ADJUSTED  
 OB0185  ___________________________________________________________________
 OB0185  X           -   1,594,419.681 (meters)                     COMP
 OB0185  Y           -  -4,312,997.575 (meters)                     COMP
 OB0185  Z           -   4,405,180.147 (meters)                     COMP
 OB0185  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 OB0185  ELLIP HEIGHT-          -8.86  (meters)          (02/26/02) GPS OBS
 OB0185  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 OB0185  DYNAMIC HT  -          16.775 (meters)      55.04  (feet)  COMP
 OB0185  MODELED GRAV-     980,522.4   (mgal)                       NAVD 88
 OB0185
 OB0185  HORZ ORDER  -  THIRD
 OB0185  VERT ORDER  -  SECOND    CLASS 0
 OB0185  ELLP ORDER  -  FIFTH     CLASS I
 OB0185
 OB0185.This mark is at Wiscasset Airport (9B9)
 OB0185
 OB0185.The horizontal coordinates were established by GPS observations
 OB0185.and adjusted by the National Geodetic Survey in September 1997..
 OB0185
 OB0185.The orthometric height was determined by differential leveling
 OB0185.and adjusted by the National Geodetic Survey in June 1991..
 OB0185
 OB0185.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OB0185
 OB0185.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0185
 OB0185.The ellipsoidal height was determined by GPS observations
 OB0185.and is referenced to NAD 83.
 OB0185
 OB0185.The geoid height was determined by GEOID03.
 OB0185
 OB0185.The dynamic height is computed by dividing the NAVD 88
 OB0185.geopotential number by the normal gravity value computed on the
 OB0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0185.degrees latitude (g = 980.6199 gals.).
 OB0185
 OB0185.The modeled gravity was interpolated from observed gravity values.
 OB0185
 OB0185;                    North         East     Units Scale Factor Converg.
 OB0185;SPC ME W     -   125,676.467   936,507.143   MT  0.99998305   +0 18 56.9
 OB0185;UTM  19      - 4,868,083.045   442,900.154   MT  0.99964010   -0 29 38.8
 OB0185
 OB0185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0185!SPC ME W     -   1.00000139  x   0.99998305  =   0.99998444
 OB0185!UTM  19      -   1.00000139  x   0.99964010  =   0.99964149
 OB0185
 OB0185                          SUPERSEDED SURVEY CONTROL
 OB0185
 OB0185  ELLIP H (09/15/97)   -8.87   (m)                       GP(       ) 5 1
 OB0185  NGVD 29 (??/??/92)   16.988  (m)           55.73   (f) ADJ UNCH    2 0
 OB0185
 OB0185.Superseded values are not recommended for survey control.
 OB0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0185.See file dsdata.txt to determine how the superseded data were derived.
 OB0185
 OB0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ4290068083(NAD 83)
 OB0185_MARKER: DB = BENCH MARK DISK
 OB0185_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OB0185_SP_SET: SET IN A LIGHT STRUCTURE
 OB0185_STAMPING: B 157 1963
 OB0185_MARK LOGO: CGS   
 OB0185_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OB0185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OB0185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OB0185+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2004
 OB0185
 OB0185  HISTORY     - Date     Condition        Report By
 OB0185  HISTORY     - 1963     MONUMENTED       CGS
 OB0185  HISTORY     - 1976     GOOD             MEDT
 OB0185  HISTORY     - 1990     GOOD             USPSQD
 OB0185  HISTORY     - 19910622 GOOD             USPSQD
 OB0185  HISTORY     - 19951004 GOOD             CHANCE
 OB0185  HISTORY     - 19960703 GOOD             NGS
 OB0185  HISTORY     - 20041123 GOOD             USPSQD
 OB0185  HISTORY     - 20060916 GOOD             USPSQD
 OB0185
 OB0185                          STATION DESCRIPTION
 OB0185
 OB0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OB0185'4.4 MI SW FROM WISCASSET.
 OB0185'ABOUT 3.6 MILES SOUTHWEST ALONG U. S. HIGHWAY 1 FROM THE POST OFFICE
 OB0185'AT WISCASSET, THENCE 0.5 MILE SOUTHEAST ALONG STATE HIGHWAY 144,
 OB0185'THENCE 0.3 MILE SOUTHWEST ALONG A BLACK TOP ROAD, AT THE WISCASSET
 OB0185'AIRPORT, NEAR THE MAIN ENTRANCE, SET ON THE TOP AND AT THE SOUTHWEST
 OB0185'CORNER OF THE CONCRETE BASE SUPPORTING THE SOUTHWEST LEG OF THE LARGE
 OB0185'AIRWAY BEACON, 98 FEET SOUTH OF THE CENTER LINE OF THE ROAD AND 6
 OB0185'INCHES ABOVE THE LEVEL OF THE GROUND.
 OB0185
 OB0185                          STATION RECOVERY (1976)
 OB0185
 OB0185'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1976
 OB0185'RECOVERED IN GOOD CONDITION.
 OB0185
 OB0185                          STATION RECOVERY (1990)
 OB0185
 OB0185'RECOVERY NOTE BY US POWER SQUADRON 1990 (JM)
 OB0185'RECOVERED IN GOOD CONDITION.
 OB0185
 OB0185                          STATION RECOVERY (1991)
 OB0185
 OB0185'RECOVERY NOTE BY US POWER SQUADRON 1991 (FC)
 OB0185'RECOVERED IN GOOD CONDITION.
 OB0185
 OB0185                          STATION RECOVERY (1995)
 OB0185
 OB0185'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (DS)
 OB0185'RECOVERED AS DESCRIBED.
 OB0185
 OB0185                          STATION RECOVERY (1996)
 OB0185
 OB0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (ED)
 OB0185'RECOVERED AS DESCRIBED.
 OB0185
 OB0185                          STATION RECOVERY (2004)
 OB0185
 OB0185'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMW)
 OB0185'RECOVERED IN GOOD CONDITION.
 OB0185
 OB0185                          STATION RECOVERY (2006)
 OB0185
 OB0185'RECOVERY NOTE BY US POWER SQUADRON 2006 (AMW)
 OB0185'THE BEACON TOWER IS THE DRIVEWAY BEYOND THE MAIN ENTRANCE. THE ACCESS
 OB0185'IS THERE IN THE PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0366 ***********************************************************************
 OC0366  DESIGNATION -  B 158
 OC0366  PID         -  OC0366
 OC0366  STATE/COUNTY-  ME/YORK
 OC0366  USGS QUAD   -  WELLS (1979)
 OC0366
 OC0366                         *CURRENT SURVEY CONTROL
 OC0366  ___________________________________________________________________
 OC0366* NAD 83(1986)-  43 19 16.     (N)    070 35 50.     (W)     SCALED    
 OC0366* NAVD 88     -        36.273  (meters)     119.01   (feet)  ADJUSTED  
 OC0366  ___________________________________________________________________
 OC0366  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 OC0366  DYNAMIC HT  -          36.267 (meters)     118.99  (feet)  COMP
 OC0366  MODELED GRAV-     980,468.2   (mgal)                       NAVD 88
 OC0366
 OC0366  VERT ORDER  -  FIRST     CLASS I
 OC0366
 OC0366.The horizontal coordinates were scaled from a topographic map and have
 OC0366.an estimated accuracy of +/- 6 seconds.
 OC0366
 OC0366.The orthometric height was determined by differential leveling
 OC0366.and adjusted by the National Geodetic Survey in June 1991..
 OC0366
 OC0366.The geoid height was determined by GEOID03.
 OC0366
 OC0366.The dynamic height is computed by dividing the NAVD 88
 OC0366.geopotential number by the normal gravity value computed on the
 OC0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0366.degrees latitude (g = 980.6199 gals.).
 OC0366
 OC0366.The modeled gravity was interpolated from observed gravity values.
 OC0366
 OC0366;                    North         East    Units  Estimated Accuracy
 OC0366;SPC ME W     -    54,280.      865,080.      MT  (+/- 180 meters Scaled)
 OC0366
 OC0366                          SUPERSEDED SURVEY CONTROL
 OC0366
 OC0366  NGVD 29 (??/??/92)   36.496  (m)          119.74   (f) ADJ UNCH    1 1
 OC0366
 OC0366.Superseded values are not recommended for survey control.
 OC0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0366.See file dsdata.txt to determine how the superseded data were derived.
 OC0366
 OC0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH704977(NAD 83)
 OC0366_MARKER: DB = BENCH MARK DISK
 OC0366_SETTING: 66 = SET IN ROCK OUTCROP
 OC0366_SP_SET: ROCK LEDGE
 OC0366_STAMPING: B 158 1966
 OC0366_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC0366+STABILITY: POSITION/ELEVATION WELL
 OC0366_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OC0366+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2003
 OC0366
 OC0366  HISTORY     - Date     Condition        Report By
 OC0366  HISTORY     - 1966     MONUMENTED       CGS
 OC0366  HISTORY     - 1978     GOOD             DOD
 OC0366  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 OC0366  HISTORY     - 20030507 GOOD             INDIV
 OC0366
 OC0366                          STATION DESCRIPTION
 OC0366
 OC0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OC0366'AT WELLS.
 OC0366'AT WELLS, ABOUT 0.9 MILES WEST ALONG STATE HIGHWAY 9 FROM THE
 OC0366'JUNCTION OF U.S. HIGHWAY 1, ABOUT 0.3 MILE EAST OF THE OVERPASS
 OC0366'WHERE THE HIGHWAY CROSSES THE BOSTON AND MAINE RAILROAD, NEAR THE
 OC0366'JUNCTION OF A HALF CIRCLE DRIVE LEADING TO A HOUSE, IN THE TOP
 OC0366'OF A 2 1/2-BY-8-FOOT ROCK LEDGE WHICH IS AT THE NORTHWEST END OF
 OC0366'A CUT, 27 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 13
 OC0366'FEET EAST OF THE CENTER LINE OF THE DRIVE, AND ABOUT 2 FEET
 OC0366'ABOVE THE LEVEL OF THE HIGHWAY.
 OC0366
 OC0366                          STATION RECOVERY (1978)
 OC0366
 OC0366'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 OC0366'RECOVERED IN GOOD CONDITION.
 OC0366
 OC0366                          STATION RECOVERY (1988)
 OC0366
 OC0366'RECOVERY NOTE BY US POWER SQUADRON 1988 (RSR)
 OC0366'MARK NOT FOUND.
 OC0366
 OC0366                          STATION RECOVERY (2003)
 OC0366
 OC0366'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (LR)
 OC0366'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0471 ***********************************************************************
 PE0471  DESIGNATION -  B 159
 PE0471  PID         -  PE0471
 PE0471  STATE/COUNTY-  ME/PENOBSCOT
 PE0471  USGS QUAD   -  BANGOR (1991)
 PE0471
 PE0471                         *CURRENT SURVEY CONTROL
 PE0471  ___________________________________________________________________
 PE0471* NAD 83(1986)-  44 46 40.     (N)    068 48 02.     (W)     SCALED    
 PE0471* NAVD 88     -        27.702  (meters)      90.89   (feet)  ADJUSTED  
 PE0471  ___________________________________________________________________
 PE0471  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 PE0471  DYNAMIC HT  -          27.701 (meters)      90.88  (feet)  COMP
 PE0471  MODELED GRAV-     980,579.3   (mgal)                       NAVD 88
 PE0471
 PE0471  VERT ORDER  -  FIRST     CLASS I
 PE0471
 PE0471.The horizontal coordinates were scaled from a topographic map and have
 PE0471.an estimated accuracy of +/- 6 seconds.
 PE0471
 PE0471.The orthometric height was determined by differential leveling
 PE0471.and adjusted by the National Geodetic Survey in June 1991..
 PE0471
 PE0471.The geoid height was determined by GEOID03.
 PE0471
 PE0471.The dynamic height is computed by dividing the NAVD 88
 PE0471.geopotential number by the normal gravity value computed on the
 PE0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0471.degrees latitude (g = 980.6199 gals.).
 PE0471
 PE0471.The modeled gravity was interpolated from observed gravity values.
 PE0471
 PE0471;                    North         East    Units  Estimated Accuracy
 PE0471;SPC ME E     -   123,490.      276,210.      MT  (+/- 180 meters Scaled)
 PE0471
 PE0471                          SUPERSEDED SURVEY CONTROL
 PE0471
 PE0471  NGVD 29 (??/??/92)   27.912  (m)           91.57   (f) ADJ UNCH    1 1
 PE0471
 PE0471.Superseded values are not recommended for survey control.
 PE0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0471.See file dsdata.txt to determine how the superseded data were derived.
 PE0471
 PE0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK157582(NAD 83)
 PE0471_MARKER: DB = BENCH MARK DISK
 PE0471_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE0471_SP_SET: PIER
 PE0471_STAMPING: B 159 1966
 PE0471_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0471
 PE0471  HISTORY     - Date     Condition        Report By
 PE0471  HISTORY     - 1966     MONUMENTED       CGS
 PE0471  HISTORY     - 1978     GOOD             DMA
 PE0471  HISTORY     - 1984     GOOD             USPSQD
 PE0471  HISTORY     - 1988     GOOD             USPSQD
 PE0471
 PE0471                          STATION DESCRIPTION
 PE0471
 PE0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE0471'2.3 MI W FROM BANGOR.
 PE0471'2.3 MILES WEST ALONG THE MAINE CENTRAL RAILROAD FROM THE UNION
 PE0471'STREET BRIDGE OVER THE PENOBSCOT RIVER AT BANGOR, ABOUT 0.5
 PE0471'MILE EAST OF MILEPOST P134/V117, AT THE OVERPASS CROSSING OF
 PE0471'U.S. HIGHWAY 202, 15.0 FEET SOUTH OF THE SOUTH RAIL, ABOUT LEVEL
 PE0471'WITH THE TRACK AND SET IN THE NORTH FACE OF THE WEST LEG OF THE
 PE0471'SOUTH CONCRETE PIER OF THE OVERPASS.
 PE0471
 PE0471                          STATION RECOVERY (1978)
 PE0471
 PE0471'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PE0471'RECOVERED IN GOOD CONDITION.
 PE0471
 PE0471                          STATION RECOVERY (1984)
 PE0471
 PE0471'RECOVERY NOTE BY US POWER SQUADRON 1984
 PE0471'RECOVERED IN GOOD CONDITION.
 PE0471
 PE0471                          STATION RECOVERY (1988)
 PE0471
 PE0471'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE0471'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0227 ***********************************************************************
 PF0227  DESIGNATION -  B 16
 PF0227  PID         -  PF0227
 PF0227  STATE/COUNTY-  ME/OXFORD
 PF0227  USGS QUAD   -  FRYEBURG (1989)
 PF0227
 PF0227                         *CURRENT SURVEY CONTROL
 PF0227  ___________________________________________________________________
 PF0227* NAD 83(1986)-  44 00 31.     (N)    070 58 33.     (W)     SCALED    
 PF0227* NAVD 88     -       128.765  (meters)     422.46   (feet)  ADJUSTED  
 PF0227  ___________________________________________________________________
 PF0227  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 PF0227  DYNAMIC HT  -         128.744 (meters)     422.39  (feet)  COMP
 PF0227  MODELED GRAV-     980,451.7   (mgal)                       NAVD 88
 PF0227
 PF0227  VERT ORDER  -  SECOND    CLASS 0
 PF0227
 PF0227.The horizontal coordinates were scaled from a topographic map and have
 PF0227.an estimated accuracy of +/- 6 seconds.
 PF0227
 PF0227.The orthometric height was determined by differential leveling
 PF0227.and adjusted by the National Geodetic Survey in June 1991..
 PF0227
 PF0227.The geoid height was determined by GEOID03.
 PF0227
 PF0227.The dynamic height is computed by dividing the NAVD 88
 PF0227.geopotential number by the normal gravity value computed on the
 PF0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0227.degrees latitude (g = 980.6199 gals.).
 PF0227
 PF0227.The modeled gravity was interpolated from observed gravity values.
 PF0227
 PF0227;                    North         East    Units  Estimated Accuracy
 PF0227;SPC ME W     -   130,890.      835,110.      MT  (+/- 180 meters Scaled)
 PF0227
 PF0227                          SUPERSEDED SURVEY CONTROL
 PF0227
 PF0227  NGVD 29 (??/??/92)  128.909  (m)          422.93   (f) ADJ UNCH    2 0
 PF0227
 PF0227.Superseded values are not recommended for survey control.
 PF0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0227.See file dsdata.txt to determine how the superseded data were derived.
 PF0227
 PF0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ416747(NAD 83)
 PF0227_MARKER: DB = BENCH MARK DISK
 PF0227_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PF0227_SP_SET: COPING STONE
 PF0227_STAMPING: B 16 1933
 PF0227_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PF0227
 PF0227  HISTORY     - Date     Condition        Report By
 PF0227  HISTORY     - 1933     MONUMENTED       CGS
 PF0227  HISTORY     - 1972     GOOD             SCS
 PF0227  HISTORY     - 20040425 GOOD             GEOCAC
 PF0227
 PF0227                          STATION DESCRIPTION
 PF0227
 PF0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PF0227'AT FRYEBURG.
 PF0227'AT FRYEBURG, ON THE MAINE CENTRAL RAILROAD, AT THE STATION, UNDER
 PF0227'THE EAST EDGE OF THE EAST WINDOW OF THE TICKET OFFICE, IN THE TOP
 PF0227'OF THE COPING STONE AT THE EAST END OF THE GRATING, 6 FEET WEST
 PF0227'OF THE CENTER OF THE ENTRANCE TO THE WAITING ROOM, AND 1 FOOT
 PF0227'ABOVE THE BASE OF THE RAIL.
 PF0227
 PF0227                          STATION RECOVERY (1972)
 PF0227
 PF0227'RECOVERY NOTE BY SOIL CONSERVATION SERVICE 1972
 PF0227'RECOVERED IN GOOD CONDITION.
 PF0227
 PF0227                          STATION RECOVERY (2004)
 PF0227
 PF0227'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 PF0227'FOUND AT LISTED CO-ORDINATES IN GOOD CONDITION. THE TICKET OFFICE
 PF0227'REFERENCED IS NO LONGER THERE. THE COPING STONES AND FOUNDATION AS
 PF0227'WELL AS THE MARKER DISC WERE FOUND TO BE UNDER 2-3 INCHES OF HUMUS AND
 PF0227'HAD TO BE DUG UP TO BE LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0057 ***********************************************************************
 PE0057  DESIGNATION -  B 160
 PE0057  PID         -  PE0057
 PE0057  STATE/COUNTY-  ME/HANCOCK
 PE0057  USGS QUAD   -  SULLIVAN (1982)
 PE0057
 PE0057                         *CURRENT SURVEY CONTROL
 PE0057  ___________________________________________________________________
 PE0057* NAD 83(1986)-  44 35 29.     (N)    068 14 24.     (W)     SCALED    
 PE0057* NAVD 88     -        12.733  (meters)      41.77   (feet)  ADJUSTED  
 PE0057  ___________________________________________________________________
 PE0057  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 PE0057  DYNAMIC HT  -          12.732 (meters)      41.77  (feet)  COMP
 PE0057  MODELED GRAV-     980,562.5   (mgal)                       NAVD 88
 PE0057  OBS GRAVITY -     980,565.6   (mgal)                       GRAV_OBS
 PE0057
 PE0057  VERT ORDER  -  FIRST     CLASS I
 PE0057
 PE0057.The horizontal coordinates were scaled from a topographic map and have
 PE0057.an estimated accuracy of +/- 6 seconds.
 PE0057
 PE0057.The orthometric height was determined by differential leveling
 PE0057.and adjusted by the National Geodetic Survey in June 1991..
 PE0057
 PE0057.The geoid height was determined by GEOID03.
 PE0057
 PE0057.The dynamic height is computed by dividing the NAVD 88
 PE0057.geopotential number by the normal gravity value computed on the
 PE0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0057.degrees latitude (g = 980.6199 gals.).
 PE0057
 PE0057.The modeled gravity was interpolated from observed gravity values.
 PE0057.The observed gravity was obtained from relative gravimeter ties
 PE0057.to the IGSN71 gravity network.
 PE0057
 PE0057;                    North         East    Units  Estimated Accuracy
 PE0057;SPC ME E     -   102,770.      320,640.      MT  (+/- 180 meters Scaled)
 PE0057
 PE0057                          SUPERSEDED SURVEY CONTROL
 PE0057
 PE0057  NGVD 29 (??/??/92)   12.936  (m)           42.44   (f) ADJ UNCH    1 1
 PE0057
 PE0057.Superseded values are not recommended for survey control.
 PE0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0057.See file dsdata.txt to determine how the superseded data were derived.
 PE0057
 PE0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK603378(NAD 83)
 PE0057_MARKER: DB = BENCH MARK DISK
 PE0057_SETTING: 80 = SET IN A BOULDER
 PE0057_SP_SET: BOULDER
 PE0057_STAMPING: B 160 1966
 PE0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0057+STABILITY: SURFACE MOTION
 PE0057
 PE0057  HISTORY     - Date     Condition        Report By
 PE0057  HISTORY     - 1966     MONUMENTED       CGS
 PE0057  HISTORY     - 1978     GOOD             DMA
 PE0057  HISTORY     - 1987     GOOD             USPSQD
 PE0057
 PE0057                          STATION DESCRIPTION
 PE0057
 PE0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE0057'0.7 MI W FROM FRANKLIN.
 PE0057'0.7 MILE WEST ALONG THE MAINE CENTRAL RAILROAD FROM THE CROSSING
 PE0057'OF STATE HIGHWAY 182 AT FRANKLIN, ABOUT 0.9 MILE SOUTHEAST OF
 PE0057'THE CROSSING OF STATE HIGHWAY 200, ABOUT 0.1 MILE SOUTHEAST OF
 PE0057'MILEPOST P177/C93, IN THE TOP OF A EMBEDDED BOULDER THAT THE
 PE0057'EXPOSED PORTION IS ABOUT 4-BY-8-FOOT AND PROJECTS 1 FOOT, 43 FEET
 PE0057'SOUTH OF THE CENTER OF THE CROSSING OF A TRACK ROAD, 15.0 FEET
 PE0057'SOUTHWEST OF THE SOUTHWEST RAIL, AND ABOUT 1 1/2 FEET BELOW THE
 PE0057'LEVEL OF THE TRACK.
 PE0057
 PE0057                          STATION RECOVERY (1978)
 PE0057
 PE0057'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PE0057'RECOVERED IN GOOD CONDITION.
 PE0057
 PE0057                          STATION RECOVERY (1987)
 PE0057
 PE0057'RECOVERY NOTE BY US POWER SQUADRON 1987 (ELG)
 PE0057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0368 ***********************************************************************
 OC0368  TIDAL BM    -  This is a Tidal Bench Mark.
 OC0368  DESIGNATION -  B 161
 OC0368  PID         -  OC0368
 OC0368  STATE/COUNTY-  ME/YORK
 OC0368  USGS QUAD   -  WELLS (1979)
 OC0368
 OC0368                         *CURRENT SURVEY CONTROL
 OC0368  ___________________________________________________________________
 OC0368* NAD 83(1986)-  43 19 24.     (N)    070 34 49.     (W)     SCALED    
 OC0368* NAVD 88     -        19.027  (meters)      62.42   (feet)  ADJUSTED  
 OC0368  ___________________________________________________________________
 OC0368  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 OC0368  DYNAMIC HT  -          19.024 (meters)      62.41  (feet)  COMP
 OC0368  MODELED GRAV-     980,470.5   (mgal)                       NAVD 88
 OC0368
 OC0368  VERT ORDER  -  FIRST     CLASS I
 OC0368
 OC0368.The horizontal coordinates were scaled from a topographic map and have
 OC0368.an estimated accuracy of +/- 6 seconds.
 OC0368
 OC0368.The orthometric height was determined by differential leveling
 OC0368.and adjusted by the National Geodetic Survey in June 1991..
 OC0368
 OC0368.This Tidal Bench Mark is designated as VM 15924
 OC0368.by the Center for Operational Oceanographic Products and Services.
 OC0368
 OC0368.The geoid height was determined by GEOID03.
 OC0368
 OC0368.The dynamic height is computed by dividing the NAVD 88
 OC0368.geopotential number by the normal gravity value computed on the
 OC0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0368.degrees latitude (g = 980.6199 gals.).
 OC0368
 OC0368.The modeled gravity was interpolated from observed gravity values.
 OC0368
 OC0368;                    North         East    Units  Estimated Accuracy
 OC0368;SPC ME W     -    54,520.      866,450.      MT  (+/- 180 meters Scaled)
 OC0368
 OC0368                          SUPERSEDED SURVEY CONTROL
 OC0368
 OC0368  NGVD 29 (??/??/92)   19.251  (m)           63.16   (f) ADJ UNCH    1 1
 OC0368
 OC0368.Superseded values are not recommended for survey control.
 OC0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0368.See file dsdata.txt to determine how the superseded data were derived.
 OC0368
 OC0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH718979(NAD 83)
 OC0368_MARKER: DB = BENCH MARK DISK
 OC0368_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OC0368_SP_SET: CULVERT
 OC0368_STAMPING: B 161 1966
 OC0368_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC0368
 OC0368  HISTORY     - Date     Condition        Report By
 OC0368  HISTORY     - 1966     MONUMENTED       CGS
 OC0368  HISTORY     - 1978     GOOD             DOD
 OC0368  HISTORY     - 1988     GOOD             USPSQD
 OC0368  HISTORY     - 19950913 GOOD             USPSQD
 OC0368
 OC0368                          STATION DESCRIPTION
 OC0368
 OC0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OC0368'AT WELLS.
 OC0368'AT WELLS, ABOUT 0.1 MILE NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE
 OC0368'JUNCTION OF STATE HIGHWAY 9, IN THE TOP OF THE NORTH CONCRETE
 OC0368'WING WALL FOR A 9-FOOT BOX CULVERT OVER DEPOT BROOK, 23 FEET
 OC0368'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT
 OC0368'BELOW THE LEVEL OF THE HIGHWAY.
 OC0368
 OC0368                          STATION RECOVERY (1978)
 OC0368
 OC0368'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 OC0368'RECOVERED IN GOOD CONDITION.
 OC0368
 OC0368                          STATION RECOVERY (1988)
 OC0368
 OC0368'RECOVERY NOTE BY US POWER SQUADRON 1988 (RSR)
 OC0368'RECOVERED IN GOOD CONDITION.
 OC0368
 OC0368                          STATION RECOVERY (1995)
 OC0368
 OC0368'RECOVERY NOTE BY US POWER SQUADRON 1995
 OC0368'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0070 ***********************************************************************
 OC0070  DESIGNATION -  B 162
 OC0070  PID         -  OC0070
 OC0070  STATE/COUNTY-  ME/YORK
 OC0070  USGS QUAD   -  OLD ORCHARD BEACH (1975)
 OC0070
 OC0070                         *CURRENT SURVEY CONTROL
 OC0070  ___________________________________________________________________
 OC0070* NAD 83(1986)-  43 30 54.     (N)    070 22 56.     (W)     SCALED    
 OC0070* NAVD 88     -        18.453  (meters)      60.54   (feet)  ADJUSTED  
 OC0070  ___________________________________________________________________
 OC0070  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 OC0070  DYNAMIC HT  -          18.451 (meters)      60.53  (feet)  COMP
 OC0070  MODELED GRAV-     980,497.6   (mgal)                       NAVD 88
 OC0070
 OC0070  VERT ORDER  -  FIRST     CLASS I
 OC0070
 OC0070.The horizontal coordinates were scaled from a topographic map and have
 OC0070.an estimated accuracy of +/- 6 seconds.
 OC0070
 OC0070.The orthometric height was determined by differential leveling
 OC0070.and adjusted by the National Geodetic Survey in June 1991..
 OC0070
 OC0070.The geoid height was determined by GEOID03.
 OC0070
 OC0070.The dynamic height is computed by dividing the NAVD 88
 OC0070.geopotential number by the normal gravity value computed on the
 OC0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0070.degrees latitude (g = 980.6199 gals.).
 OC0070
 OC0070.The modeled gravity was interpolated from observed gravity values.
 OC0070
 OC0070;                    North         East    Units  Estimated Accuracy
 OC0070;SPC ME W     -    75,750.      882,570.      MT  (+/- 180 meters Scaled)
 OC0070
 OC0070                          SUPERSEDED SURVEY CONTROL
 OC0070
 OC0070  NGVD 29 (??/??/92)   18.682  (m)           61.29   (f) ADJ UNCH    1 1
 OC0070
 OC0070.Superseded values are not recommended for survey control.
 OC0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0070.See file dsdata.txt to determine how the superseded data were derived.
 OC0070
 OC0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ882189(NAD 83)
 OC0070_MARKER: DB = BENCH MARK DISK
 OC0070_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC0070_SP_SET: BUILDING FOUNDATION
 OC0070_STAMPING: B 162 1966
 OC0070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC0070
 OC0070  HISTORY     - Date     Condition        Report By
 OC0070  HISTORY     - 1966     MONUMENTED       CGS
 OC0070  HISTORY     - 1978     GOOD             DOD
 OC0070
 OC0070                          STATION DESCRIPTION
 OC0070
 OC0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OC0070'AT OLD ORCHARD BEACH.
 OC0070'AT OLD ORCHARD BEACH, NEAR THE INTERSECTION OF STATE HIGHWAY
 OC0070'5 AND FERN PARK AVENUE, AT THE POST OFFICE, SET VERTICALLY IN THE
 OC0070'SOUTHEAST FACE OF THE CONCRETE FOUNDATION OF THE BUILDING,
 OC0070'1.9 FEET SOUTHWEST OF THE EAST CORNER, 42.0 FEET NORTH OF THE
 OC0070'NORTH CURB OF THE HIGHWAY, 26.0 FEET SOUTHWEST OF THE CENTER
 OC0070'LINE OF THE AVENUE, AND ABOUT 0.8 FOOT ABOVE THE LEVEL OF THE
 OC0070'SIDEWALK.
 OC0070
 OC0070                          STATION RECOVERY (1978)
 OC0070
 OC0070'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 OC0070'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0017 ***********************************************************************
 OC0017  DESIGNATION -  B 163
 OC0017  PID         -  OC0017
 OC0017  STATE/COUNTY-  ME/CUMBERLAND
 OC0017  USGS QUAD   -  PORTLAND WEST (1978)
 OC0017
 OC0017                         *CURRENT SURVEY CONTROL
 OC0017  ___________________________________________________________________
 OC0017* NAD 83(1986)-  43 39 52.     (N)    070 16 28.     (W)     SCALED    
 OC0017* NAVD 88     -         7.514  (meters)      24.65   (feet)  ADJUSTED  
 OC0017  ___________________________________________________________________
 OC0017  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 OC0017  DYNAMIC HT  -           7.513 (meters)      24.65  (feet)  COMP
 OC0017  MODELED GRAV-     980,499.1   (mgal)                       NAVD 88
 OC0017
 OC0017  VERT ORDER  -  FIRST     CLASS I
 OC0017
 OC0017.The horizontal coordinates were scaled from a topographic map and have
 OC0017.an estimated accuracy of +/- 6 seconds.
 OC0017
 OC0017.The orthometric height was determined by differential leveling
 OC0017.and adjusted by the National Geodetic Survey in June 1991..
 OC0017
 OC0017.The geoid height was determined by GEOID03.
 OC0017
 OC0017.The dynamic height is computed by dividing the NAVD 88
 OC0017.geopotential number by the normal gravity value computed on the
 OC0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0017.degrees latitude (g = 980.6199 gals.).
 OC0017
 OC0017.The modeled gravity was interpolated from observed gravity values.
 OC0017
 OC0017;                    North         East    Units  Estimated Accuracy
 OC0017;SPC ME W     -    92,340.      891,310.      MT  (+/- 180 meters Scaled)
 OC0017
 OC0017                          SUPERSEDED SURVEY CONTROL
 OC0017
 OC0017  NGVD 29 (??/??/92)    7.729  (m)           25.36   (f) ADJ UNCH    1 1
 OC0017
 OC0017.Superseded values are not recommended for survey control.
 OC0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0017.See file dsdata.txt to determine how the superseded data were derived.
 OC0017
 OC0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ972353(NAD 83)
 OC0017_MARKER: DB = BENCH MARK DISK
 OC0017_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC0017_SP_SET: CONCRETE FOUNDATION
 OC0017_STAMPING: B 163 1966
 OC0017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC0017
 OC0017  HISTORY     - Date     Condition        Report By
 OC0017  HISTORY     - 1966     MONUMENTED       CGS
 OC0017  HISTORY     - 1978     GOOD             DOD
 OC0017  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 OC0017
 OC0017                          STATION DESCRIPTION
 OC0017
 OC0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OC0017'AT PORTLAND.
 OC0017'AT PORTLAND, ABOUT 0.55 MILE NORTHWEST ALONG FOREST AVENUE FROM
 OC0017'THE POST OFFICE, NEAR THE INTERSECTION OF HUDSON STREET, AT
 OC0017'THE OAKHURST DAIRY BUILDING AT NO. 364 FOREST AVENUE, IN THE TOP
 OC0017'OF THE CONCRETE FOUNDATION WHICH EXTENDS OUT 1 FOOT FROM THE
 OC0017'NORTHWEST SIDE OF THE BUILDING, 35 FEET SOUTHWEST OF THE NORTH
 OC0017'CORNER OF THE BUILDING, 56 FEET SOUTHWEST OF THE SOUTHWEST CURB
 OC0017'OF THE AVENUE, 7.5 FEET SOUTHEAST OF THE SOUTHEAST CURB OF THE
 OC0017'STREET, AND ABOUT LEVEL WITH THE STREET.
 OC0017
 OC0017                          STATION RECOVERY (1978)
 OC0017
 OC0017'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 OC0017'RECOVERED IN GOOD CONDITION.
 OC0017
 OC0017                          STATION RECOVERY (1990)
 OC0017
 OC0017'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMW)
 OC0017'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0057 ***********************************************************************
 OC0057  DESIGNATION -  B 164
 OC0057  PID         -  OC0057
 OC0057  STATE/COUNTY-  ME/CUMBERLAND
 OC0057  USGS QUAD   -  GRAY (1980)
 OC0057
 OC0057                         *CURRENT SURVEY CONTROL
 OC0057  ___________________________________________________________________
 OC0057* NAD 83(1996)-  43 57 06.28059(N)    070 15 41.92324(W)     ADJUSTED  
 OC0057* NAVD 88     -        35.879  (meters)     117.71   (feet)  ADJUSTED  
 OC0057  ___________________________________________________________________
 OC0057  LAPLACE CORR-           3.51  (seconds)                    DEFLEC99
 OC0057  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 OC0057  DYNAMIC HT  -          35.875 (meters)     117.70  (feet)  COMP
 OC0057  MODELED GRAV-     980,498.7   (mgal)                       NAVD 88
 OC0057
 OC0057  HORZ ORDER  -  SECOND
 OC0057  VERT ORDER  -  FIRST     CLASS I
 OC0057
 OC0057.The horizontal coordinates were established by classical geodetic methods
 OC0057.and adjusted by the National Geodetic Survey in March 1998..
 OC0057
 OC0057.The orthometric height was determined by differential leveling
 OC0057.and adjusted by the National Geodetic Survey in June 1991..
 OC0057
 OC0057.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC0057
 OC0057.The geoid height was determined by GEOID03.
 OC0057
 OC0057.The dynamic height is computed by dividing the NAVD 88
 OC0057.geopotential number by the normal gravity value computed on the
 OC0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0057.degrees latitude (g = 980.6199 gals.).
 OC0057
 OC0057.The modeled gravity was interpolated from observed gravity values.
 OC0057
 OC0057;                    North         East     Units Scale Factor Converg.
 OC0057;SPC ME W     -   124,256.173   892,376.204   MT  0.99996738   -0 03 57.3
 OC0057;UTM  19      - 4,867,286.880   398,766.447   MT  0.99972604   -0 52 32.6
 OC0057
 OC0057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC0057!SPC ME W     -   0.99999851  x   0.99996738  =   0.99996589
 OC0057!UTM  19      -   0.99999851  x   0.99972604  =   0.99972455
 OC0057
 OC0057|---------------------------------------------------------------------|
 OC0057| PID    Reference Object                     Distance      Geod. Az  |
 OC0057|                                                           dddmmss.s |
 OC0057| OC0058 V 164                               348.957 METERS 13340     |
 OC0057|---------------------------------------------------------------------|
 OC0057
 OC0057                          SUPERSEDED SURVEY CONTROL
 OC0057
 OC0057  NAD 83(1992)-  43 57 06.27946(N)    070 15 41.92334(W) AD(       ) 2
 OC0057  NAD 83(1986)-  43 57 06.28561(N)    070 15 41.92808(W) AD(       ) 2
 OC0057  NAD 27      -  43 57 06.01503(N)    070 15 43.73805(W) AD(       ) 2
 OC0057  NGVD 29 (??/??/92)   36.075  (m)          118.36   (f) ADJ UNCH    1 1
 OC0057
 OC0057.Superseded values are not recommended for survey control.
 OC0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0057.See file dsdata.txt to determine how the superseded data were derived.
 OC0057
 OC0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9876667287(NAD 83)
 OC0057_MARKER: DB = BENCH MARK DISK
 OC0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OC0057_STAMPING: B 164 1966
 OC0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC0057+STABILITY: SURFACE MOTION
 OC0057
 OC0057  HISTORY     - Date     Condition        Report By
 OC0057  HISTORY     - 1966     MONUMENTED       CGS
 OC0057  HISTORY     - 1976     GOOD             NGS
 OC0057  HISTORY     - 1978     GOOD             DOD
 OC0057
 OC0057                          STATION DESCRIPTION
 OC0057
 OC0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OC0057'5.1 MI S FROM DANVILLE.
 OC0057'ABOUT 5.1 MILES SOUTH ALONG THE CANADIAN NATIONAL RAILWAY
 OC0057'FROM DANVILLE JCT. AT DANVILLE, 188 FEET SOUTHEAST OF THE CENTER
 OC0057'OF THE CROSSING OF STATE HIGHWAY 231, 146 FEET EAST OF AND
 OC0057'ACROSS THE HIGHWAY FROM THE EAST RAIL, 27.0 FEET NORTHEAST OF THE
 OC0057'CENTER LINE OF THE HIGHWAY, 3 FEET NORTHWEST OF POWER POLE 41,
 OC0057'1.5 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 OC0057'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OC0057'0.4 FOOT.  NOTE-- ALSO 1.25 MILE SOUTHEAST ALONG STATE HIGHWAY
 OC0057'231 FROM THE POST OFFICE AT NEW GLOUCESTER.
 OC0057
 OC0057                          STATION RECOVERY (1976)
 OC0057
 OC0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (ALB)
 OC0057'THE STATION IS ABOUT 1.25 MILES SOUTHEAST OF NEW GLOUCESTER,
 OC0057'3.5 MILES NORTH OF PINELAND CENTER, AND 6.0 MILES NORTHEAST
 OC0057'OF GRAY. THE STATION IS WITHIN THE HIGHWAY RIGHT OF WAY.
 OC0057'
 OC0057'TO REACH THE STATION FROM THE POST OFFICE IN NEW GLOUCESTER,
 OC0057'GO SOUTHEAST ON ROUTE 231 FOR 0.70 MILE TO A RAILROAD
 OC0057'CROSSING. CONTINUE SOUTHEAST FOR 0.40 MILE TO A SECOND RAILROAD
 OC0057'CROSSING AND A SIDE ROAD ON THE LEFT. CONTINUE SOUTHEAST
 OC0057'FOR 150 FEET AND THE STATION ON THE LEFT.
 OC0057'
 OC0057'STATION MARK, STAMPED---B 164 1966---IS A STANDARD BENCH MARK
 OC0057'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OC0057'MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.
 OC0057'IT IS 1 FOOT EAST OF A METAL WITNESS POST, 3 FEET WEST OF A
 OC0057'POWER POLE, AND 28 FEET NORTH OF THE CENTERLINE OF ROUTE 231.
 OC0057'
 OC0057'NO REFERENCE MARKS WERE SET AT THIS TIME.
 OC0057'
 OC0057'STATION BM V 164 CAN BE USED FOR AN AZIMUTH MARK.
 OC0057'
 OC0057'THE HEIGHT OF THE LIGHT ABOVE THE STATION WAS 1.5 METERS.
 OC0057'
 OC0057'DESCRIBED BY D.A. HOAR.
 OC0057
 OC0057                          STATION RECOVERY (1978)
 OC0057
 OC0057'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 OC0057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1448 ***********************************************************************
 PE1448  DESIGNATION -  B 165
 PE1448  PID         -  PE1448
 PE1448  STATE/COUNTY-  ME/KENNEBEC
 PE1448  USGS QUAD   -  WATERVILLE (1982)
 PE1448
 PE1448                         *CURRENT SURVEY CONTROL
 PE1448  ___________________________________________________________________
 PE1448* NAD 83(1986)-  44 33 29.     (N)    069 37 46.     (W)     SCALED    
 PE1448* NAVD 88     -        35.697  (meters)     117.12   (feet)  ADJUSTED  
 PE1448  ___________________________________________________________________
 PE1448  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 PE1448  DYNAMIC HT  -          35.695 (meters)     117.11  (feet)  COMP
 PE1448  MODELED GRAV-     980,556.7   (mgal)                       NAVD 88
 PE1448  OBS GRAVITY -     980,561.1   (mgal)                       GRAV_OBS
 PE1448
 PE1448  VERT ORDER  -  FIRST     CLASS I
 PE1448
 PE1448.The horizontal coordinates were scaled from a topographic map and have
 PE1448.an estimated accuracy of +/- 6 seconds.
 PE1448
 PE1448.The orthometric height was determined by differential leveling
 PE1448.and adjusted by the National Geodetic Survey in June 1991..
 PE1448
 PE1448.The geoid height was determined by GEOID03.
 PE1448
 PE1448.The dynamic height is computed by dividing the NAVD 88
 PE1448.geopotential number by the normal gravity value computed on the
 PE1448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1448.degrees latitude (g = 980.6199 gals.).
 PE1448
 PE1448.The modeled gravity was interpolated from observed gravity values.
 PE1448.The observed gravity was obtained from relative gravimeter ties
 PE1448.to the IGSN71 gravity network.
 PE1448
 PE1448;                    North         East    Units  Estimated Accuracy
 PE1448;SPC ME W     -   191,760.      942,680.      MT  (+/- 180 meters Scaled)
 PE1448
 PE1448                          SUPERSEDED SURVEY CONTROL
 PE1448
 PE1448  NGVD 29 (??/??/92)   35.898  (m)          117.78   (f) ADJ UNCH    1 1
 PE1448
 PE1448.Superseded values are not recommended for survey control.
 PE1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1448.See file dsdata.txt to determine how the superseded data were derived.
 PE1448
 PE1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK500340(NAD 83)
 PE1448_MARKER: DB = BENCH MARK DISK
 PE1448_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE1448_SP_SET: ABUTMENT
 PE1448_STAMPING: B 165 1966
 PE1448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE1448
 PE1448  HISTORY     - Date     Condition        Report By
 PE1448  HISTORY     - 1966     MONUMENTED       CGS
 PE1448  HISTORY     - 1978     GOOD             DOD
 PE1448  HISTORY     - 19940806 GOOD             USPSQD
 PE1448
 PE1448                          STATION DESCRIPTION
 PE1448
 PE1448'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE1448'AT WATERVILLE.
 PE1448'AT WATERVILLE, ABOUT 0.2 MILE SOUTHWEST ALONG THE MAINE CENTRAL
 PE1448'RAILROAD FROM THE FREIGHT STATION, AT THE COLLEGE STREET
 PE1448'UNDERPASS, IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST
 PE1448'CONCRETE ABUTMENT OF THE UNDERPASS, 11.0 FEET NORTHWEST OF THE
 PE1448'NORTHWEST RAIL OF THE MAIN TRACK, 0.9 FOOT NORTHWEST OF THE
 PE1448'NORTHWEST WALKWAY, AND ABOUT 1/2 FOOT BELOW THE LEVEL OF THE
 PE1448'TRACK.
 PE1448
 PE1448                          STATION RECOVERY (1978)
 PE1448
 PE1448'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE1448'RECOVERED IN GOOD CONDITION.
 PE1448
 PE1448                          STATION RECOVERY (1994)
 PE1448
 PE1448'RECOVERY NOTE BY US POWER SQUADRON 1994
 PE1448'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1129 ***********************************************************************
 PE1129  DESIGNATION -  B 166
 PE1129  PID         -  PE1129
 PE1129  STATE/COUNTY-  ME/KENNEBEC
 PE1129  USGS QUAD   -  READFIELD (1980)
 PE1129
 PE1129                         *CURRENT SURVEY CONTROL
 PE1129  ___________________________________________________________________
 PE1129* NAD 83(1986)-  44 22 37.     (N)    069 55 34.     (W)     SCALED    
 PE1129* NAVD 88     -        94.737  (meters)     310.82   (feet)  ADJUSTED  
 PE1129  ___________________________________________________________________
 PE1129  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 PE1129  DYNAMIC HT  -          94.729 (meters)     310.79  (feet)  COMP
 PE1129  MODELED GRAV-     980,537.2   (mgal)                       NAVD 88
 PE1129  OBS GRAVITY -     980,532.2   (mgal)                       GRAV_OBS
 PE1129
 PE1129  VERT ORDER  -  FIRST     CLASS I
 PE1129
 PE1129.The horizontal coordinates were scaled from a topographic map and have
 PE1129.an estimated accuracy of +/- 6 seconds.
 PE1129
 PE1129.The orthometric height was determined by differential leveling
 PE1129.and adjusted by the National Geodetic Survey in June 1991..
 PE1129
 PE1129.The geoid height was determined by GEOID03.
 PE1129
 PE1129.The dynamic height is computed by dividing the NAVD 88
 PE1129.geopotential number by the normal gravity value computed on the
 PE1129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1129.degrees latitude (g = 980.6199 gals.).
 PE1129
 PE1129.The modeled gravity was interpolated from observed gravity values.
 PE1129.The observed gravity was obtained from relative gravimeter ties
 PE1129.to the IGSN71 gravity network.
 PE1129
 PE1129;                    North         East    Units  Estimated Accuracy
 PE1129;SPC ME W     -   171,530.      919,170.      MT  (+/- 180 meters Scaled)
 PE1129
 PE1129                          SUPERSEDED SURVEY CONTROL
 PE1129
 PE1129  NGVD 29 (??/??/92)   94.924  (m)          311.43   (f) ADJ UNCH    1 1
 PE1129
 PE1129.Superseded values are not recommended for survey control.
 PE1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1129.See file dsdata.txt to determine how the superseded data were derived.
 PE1129
 PE1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK262141(NAD 83)
 PE1129_MARKER: DB = BENCH MARK DISK
 PE1129_SETTING: 66 = SET IN ROCK OUTCROP
 PE1129_SP_SET: ROCK CUT
 PE1129_STAMPING: B 166 1966
 PE1129_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1129+STABILITY: POSITION/ELEVATION WELL
 PE1129
 PE1129  HISTORY     - Date     Condition        Report By
 PE1129  HISTORY     - 1966     MONUMENTED       CGS
 PE1129  HISTORY     - 1978     GOOD             DOD
 PE1129
 PE1129                          STATION DESCRIPTION
 PE1129
 PE1129'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE1129'0.8 MI E FROM READFIELD STA.
 PE1129'ABOUT 0.75 MILE EAST ALONG THE MAINE CENTRAL RAILROAD FROM
 PE1129'THE CROSSING OF STATE HIGHWAY 17 AT READFIELD STA., ABOUT 0.15
 PE1129'MILE EAST OF A GRADED ROAD CROSSING, ABOUT 0.1 MILE WEST OF
 PE1129'MILEPOST P63/V191, SET VERTICALLY IN THE SOUTH FACE OF A LARGE
 PE1129'ROCK CUT THAT IS ABOUT 80 YARDS LONG BY 15 FEET HIGH, 26 FEET
 PE1129'NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 12.5 FEET NORTH OF
 PE1129'THE NORTH RAIL OF A SIDETRACK, 98 FEET EAST OF THE WEST END OF
 PE1129'THE CUT, AND ABOUT LEVEL WITH THE RAIL.
 PE1129
 PE1129                          STATION RECOVERY (1978)
 PE1129
 PE1129'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE1129'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0117 ***********************************************************************
 PF0117  DESIGNATION -  B 167
 PF0117  PID         -  PF0117
 PF0117  STATE/COUNTY-  ME/ANDROSCOGGIN
 PF0117  USGS QUAD   -  LAKE AUBURN EAST (1979)
 PF0117
 PF0117                         *CURRENT SURVEY CONTROL
 PF0117  ___________________________________________________________________
 PF0117* NAD 83(1986)-  44 11 16.     (N)    070 08 24.     (W)     SCALED    
 PF0117* NAVD 88     -        96.173  (meters)     315.53   (feet)  ADJUSTED  
 PF0117  ___________________________________________________________________
 PF0117  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 PF0117  DYNAMIC HT  -          96.163 (meters)     315.49  (feet)  COMP
 PF0117  MODELED GRAV-     980,513.2   (mgal)                       NAVD 88
 PF0117  OBS GRAVITY -     980,512.4   (mgal)                       GRAV_OBS
 PF0117
 PF0117  VERT ORDER  -  FIRST     CLASS I
 PF0117
 PF0117.The horizontal coordinates were scaled from a topographic map and have
 PF0117.an estimated accuracy of +/- 6 seconds.
 PF0117
 PF0117.The orthometric height was determined by differential leveling
 PF0117.and adjusted by the National Geodetic Survey in June 1991..
 PF0117
 PF0117.The geoid height was determined by GEOID03.
 PF0117
 PF0117.The dynamic height is computed by dividing the NAVD 88
 PF0117.geopotential number by the normal gravity value computed on the
 PF0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0117.degrees latitude (g = 980.6199 gals.).
 PF0117
 PF0117.The modeled gravity was interpolated from observed gravity values.
 PF0117.The observed gravity was obtained from relative gravimeter ties
 PF0117.to the IGSN71 gravity network.
 PF0117
 PF0117;                    North         East    Units  Estimated Accuracy
 PF0117;SPC ME W     -   150,480.      902,130.      MT  (+/- 180 meters Scaled)
 PF0117
 PF0117                          SUPERSEDED SURVEY CONTROL
 PF0117
 PF0117  NGVD 29 (??/??/92)   96.353  (m)          316.12   (f) ADJ UNCH    1 1
 PF0117
 PF0117.Superseded values are not recommended for survey control.
 PF0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0117.See file dsdata.txt to determine how the superseded data were derived.
 PF0117
 PF0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ088933(NAD 83)
 PF0117_MARKER: DB = BENCH MARK DISK
 PF0117_SETTING: 66 = SET IN ROCK OUTCROP
 PF0117_SP_SET: BEDROCK
 PF0117_STAMPING: B 167 1966
 PF0117_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PF0117+STABILITY: POSITION/ELEVATION WELL
 PF0117
 PF0117  HISTORY     - Date     Condition        Report By
 PF0117  HISTORY     - 1966     MONUMENTED       CGS
 PF0117  HISTORY     - 1978     GOOD             DOD
 PF0117  HISTORY     - 19920724 GOOD             USPSQD
 PF0117
 PF0117                          STATION DESCRIPTION
 PF0117
 PF0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PF0117'5.5 MI NE FROM LEWISTON.
 PF0117'ABOUT 5.5 MILES NORTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM
 PF0117'THE UNDERPASS CROSSING OF MAIN STREET AT LEWISTON, AT THE SMALL
 PF0117'VILLAGE OF GREENE, ABOUT 0.2 MILE NORTHEAST OF MILEPOST P 44-V
 PF0117'210, IN THE TOP AT THE EAST EDGE OF A BEDROCK THAT THE EXPOSED
 PF0117'PORTION IS ABOUT 12-BY-16-FOOT, 103 FEET EAST OF THE CENTER
 PF0117'OF THE CROSSING OF A BLACK TOPPED ROAD, 73.0 FEET SOUTHEAST
 PF0117'OF THE SOUTHEAST RAIL, 96 FEET NORTHEAST OF THE CENTER LINE OF
 PF0117'THE ROAD, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK.
 PF0117
 PF0117                          STATION RECOVERY (1978)
 PF0117
 PF0117'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PF0117'RECOVERED IN GOOD CONDITION.
 PF0117
 PF0117                          STATION RECOVERY (1992)
 PF0117
 PF0117'RECOVERY NOTE BY US POWER SQUADRON 1992 (AMW)
 PF0117'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0299 ***********************************************************************
 PD0299  DESIGNATION -  B 168
 PD0299  PID         -  PD0299
 PD0299  STATE/COUNTY-  ME/WASHINGTON
 PD0299  USGS QUAD   -  EPPING (1984)
 PD0299
 PD0299                         *CURRENT SURVEY CONTROL
 PD0299  ___________________________________________________________________
 PD0299* NAD 83(1986)-  44 37 38.     (N)    067 48 13.     (W)     SCALED    
 PD0299* NAVD 88     -        28.305  (meters)      92.86   (feet)  ADJUSTED  
 PD0299  ___________________________________________________________________
 PD0299  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 PD0299  DYNAMIC HT  -          28.304 (meters)      92.86  (feet)  COMP
 PD0299  MODELED GRAV-     980,585.3   (mgal)                       NAVD 88
 PD0299
 PD0299  VERT ORDER  -  FIRST     CLASS I
 PD0299
 PD0299.The horizontal coordinates were scaled from a topographic map and have
 PD0299.an estimated accuracy of +/- 6 seconds.
 PD0299
 PD0299.The orthometric height was determined by differential leveling
 PD0299.and adjusted by the National Geodetic Survey in June 1991..
 PD0299
 PD0299.The geoid height was determined by GEOID03.
 PD0299
 PD0299.The dynamic height is computed by dividing the NAVD 88
 PD0299.geopotential number by the normal gravity value computed on the
 PD0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0299.degrees latitude (g = 980.6199 gals.).
 PD0299
 PD0299.The modeled gravity was interpolated from observed gravity values.
 PD0299
 PD0299;                    North         East    Units  Estimated Accuracy
 PD0299;SPC ME E     -   106,960.      355,260.      MT  (+/- 180 meters Scaled)
 PD0299
 PD0299                          SUPERSEDED SURVEY CONTROL
 PD0299
 PD0299  NGVD 29 (??/??/92)   28.511  (m)           93.54   (f) ADJ UNCH    1 1
 PD0299
 PD0299.Superseded values are not recommended for survey control.
 PD0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0299.See file dsdata.txt to determine how the superseded data were derived.
 PD0299
 PD0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK949422(NAD 83)
 PD0299_MARKER: DB = BENCH MARK DISK
 PD0299_SETTING: 80 = SET IN A BOULDER
 PD0299_SP_SET: BOULDER
 PD0299_STAMPING: B 168 1966
 PD0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0299+STABILITY: SURFACE MOTION
 PD0299
 PD0299  HISTORY     - Date     Condition        Report By
 PD0299  HISTORY     - 1966     MONUMENTED       CGS
 PD0299  HISTORY     - 1978     GOOD             DMA
 PD0299
 PD0299                          STATION DESCRIPTION
 PD0299
 PD0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PD0299'1.4 MI NE FROM HARRINGTON.
 PD0299'1.35 MILES NORTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PD0299'RAILROAD BRIDGE OVER THE HARRINGTON RIVER AT HARRINGTON, ABOUT
 PD0299'0.1 MILE EAST OF MILEPOST C66/P204, NEAR THE CROSSING OF FOREST
 PD0299'HILL CEMETERY ROAD, 75.0 FEET NORTH OF THE NORTH RAIL, 22 FEET
 PD0299'NORTHWEST OF THE CENTER LINE OF A TRAIL LEADING NORTHEAST, 16
 PD0299'FEET NORTHEAST OF THE CENTER LINE OF A TRAIL LEADING NORTHWEST,
 PD0299'80.5 FEET NORTHWEST OF BENCH MARK K 7 DESCRIBED, ABOUT 2 FEET
 PD0299'ABOVE THE LEVEL OF THE TRACK, AND IS IN THE TOP OF A EMBEDDED
 PD0299'BOULDER THAT THE EXPOSED PORTION IS 4-BY-4-FOOT.
 PD0299
 PD0299                          STATION RECOVERY (1978)
 PD0299
 PD0299'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PD0299'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0364 ***********************************************************************
 PD0364  DESIGNATION -  B 169
 PD0364  PID         -  PD0364
 PD0364  STATE/COUNTY-  ME/WASHINGTON
 PD0364  USGS QUAD   -  CHERRYFIELD (1978)
 PD0364
 PD0364                         *CURRENT SURVEY CONTROL
 PD0364  ___________________________________________________________________
 PD0364* NAD 83(1986)-  44 30 24.     (N)    067 58 59.     (W)     SCALED    
 PD0364* NAVD 88     -        22.201  (meters)      72.84   (feet)  ADJUSTED  
 PD0364  ___________________________________________________________________
 PD0364  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 PD0364  DYNAMIC HT  -          22.200 (meters)      72.83  (feet)  COMP
 PD0364  MODELED GRAV-     980,567.3   (mgal)                       NAVD 88
 PD0364
 PD0364  VERT ORDER  -  SECOND    CLASS 0
 PD0364
 PD0364.The horizontal coordinates were scaled from a topographic map and have
 PD0364.an estimated accuracy of +/- 6 seconds.
 PD0364
 PD0364.The orthometric height was determined by differential leveling
 PD0364.and adjusted by the National Geodetic Survey in June 1991..
 PD0364
 PD0364.The geoid height was determined by GEOID03.
 PD0364
 PD0364.The dynamic height is computed by dividing the NAVD 88
 PD0364.geopotential number by the normal gravity value computed on the
 PD0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0364.degrees latitude (g = 980.6199 gals.).
 PD0364
 PD0364.The modeled gravity was interpolated from observed gravity values.
 PD0364
 PD0364;                    North         East    Units  Estimated Accuracy
 PD0364;SPC ME E     -    93,460.      341,100.      MT  (+/- 180 meters Scaled)
 PD0364
 PD0364                          SUPERSEDED SURVEY CONTROL
 PD0364
 PD0364  NGVD 29 (??/??/92)   22.398  (m)           73.48   (f) ADJ UNCH    2 0
 PD0364
 PD0364.Superseded values are not recommended for survey control.
 PD0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0364.See file dsdata.txt to determine how the superseded data were derived.
 PD0364
 PD0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK808286(NAD 83)
 PD0364_MARKER: DB = BENCH MARK DISK
 PD0364_SETTING: 66 = SET IN ROCK OUTCROP
 PD0364_SP_SET: ROCK CUT
 PD0364_STAMPING: B 169 1966
 PD0364_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0364+STABILITY: POSITION/ELEVATION WELL
 PD0364
 PD0364  HISTORY     - Date     Condition        Report By
 PD0364  HISTORY     - 1966     MONUMENTED       CGS
 PD0364
 PD0364                          STATION DESCRIPTION
 PD0364
 PD0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PD0364'1 MI W FROM STEUBEN.
 PD0364'0.95 MILE WEST ALONG U.S. HIGHWAY 1 FROM THE NEW HIGHWAY BRIDGE
 PD0364'OVER TUNK STREAM AT STEUBEN, SET ON THE TOP OF A 68-BY 19-FOOT
 PD0364'ROCK CUT, 39.5 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 19
 PD0364'FEET WEST OF THE EAST END OF THE 6-FOOT HIGH CUT, 0.7 FOOT NORTH
 PD0364'OF THE SOUTH SIDE OF A SMOOTH CUT IN ROCK, 0.5 MILE EAST OF THE
 PD0364'WASHINGTON-HANCOCK COUNTY LINE, AND ABOUT 4 FEET ABOVE THE LEVEL
 PD0364'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0169 ***********************************************************************
 OB0169  TIDAL BM    -  This is a Tidal Bench Mark.
 OB0169  DESIGNATION -  B 17
 OB0169  PID         -  OB0169
 OB0169  STATE/COUNTY-  ME/SAGADAHOC
 OB0169  USGS QUAD   -  BATH (1980)
 OB0169
 OB0169                         *CURRENT SURVEY CONTROL
 OB0169  ___________________________________________________________________
 OB0169* NAD 83(1986)-  43 54 40.     (N)    069 48 43.     (W)     SCALED    
 OB0169* NAVD 88     -         3.610  (meters)      11.84   (feet)  ADJUSTED  
 OB0169  ___________________________________________________________________
 OB0169  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 OB0169  DYNAMIC HT  -           3.609 (meters)      11.84  (feet)  COMP
 OB0169  MODELED GRAV-     980,524.7   (mgal)                       NAVD 88
 OB0169
 OB0169  VERT ORDER  -  SECOND    CLASS 0
 OB0169
 OB0169.The horizontal coordinates were scaled from a topographic map and have
 OB0169.an estimated accuracy of +/- 6 seconds.
 OB0169
 OB0169.The orthometric height was determined by differential leveling
 OB0169.and adjusted by the National Geodetic Survey in June 1991..
 OB0169
 OB0169.This Tidal Bench Mark is designated as VM 17911
 OB0169.by the Center for Operational Oceanographic Products and Services.
 OB0169
 OB0169.The geoid height was determined by GEOID03.
 OB0169
 OB0169.The dynamic height is computed by dividing the NAVD 88
 OB0169.geopotential number by the normal gravity value computed on the
 OB0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0169.degrees latitude (g = 980.6199 gals.).
 OB0169
 OB0169.The modeled gravity was interpolated from observed gravity values.
 OB0169
 OB0169;                    North         East    Units  Estimated Accuracy
 OB0169;SPC ME W     -   119,800.      928,490.      MT  (+/- 180 meters Scaled)
 OB0169
 OB0169                          SUPERSEDED SURVEY CONTROL
 OB0169
 OB0169  NGVD 29 (??/??/92)    3.822  (m)           12.54   (f) ADJ UNCH    2 0
 OB0169
 OB0169.Superseded values are not recommended for survey control.
 OB0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0169.See file dsdata.txt to determine how the superseded data were derived.
 OB0169
 OB0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ348623(NAD 83)
 OB0169_MARKER: DB = BENCH MARK DISK
 OB0169_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OB0169_SP_SET: BRIDGE COLUMN
 OB0169_STAMPING: B 17 1933
 OB0169_MARK LOGO: CGS   
 OB0169_MAGNETIC: N = NO MAGNETIC MATERIAL
 OB0169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OB0169
 OB0169  HISTORY     - Date     Condition        Report By
 OB0169  HISTORY     - 1933     MONUMENTED       CGS
 OB0169  HISTORY     - 1963     GOOD             NGS
 OB0169  HISTORY     - 1978     GOOD             LOCSUR
 OB0169  HISTORY     - 19910404 GOOD             USPSQD
 OB0169  HISTORY     - 19920726 GOOD             DOD
 OB0169  HISTORY     - 20020916 POOR             USPSQD
 OB0169
 OB0169                          STATION DESCRIPTION
 OB0169
 OB0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 OB0169'IN BATH.
 OB0169'AT BATH, SAGADAHOC COUNTY, ON THE MAINE CENTRAL RAILROAD, NEAR THE
 OB0169'STATION, 350 FEET EAST OF THE EAST END OF THE BAGGAGE ROOM, AT THE
 OB0169'WEST END OF THE RAILROAD BRIDGE OVER KENNEBEC RIVER, IN THE TOP OF THE
 OB0169'SOUTHWEST CORNER OF THE FOUNDATION OF A LARGE CONCRETE COLUMN, 10 FEET
 OB0169'SOUTH OF THE CENTER LINE OF THE TRACK, AND ABOUT 1 FOOT LOWER THAN THE
 OB0169'BASE OF THE RAIL.  A STANDARD DISK, STAMPED B 17 1933.
 OB0169
 OB0169                          STATION RECOVERY (1978)
 OB0169
 OB0169'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 OB0169'RECOVERED IN GOOD CONDITION.
 OB0169
 OB0169                          STATION RECOVERY (1991)
 OB0169
 OB0169'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OB0169'RECOVERED IN GOOD CONDITION.
 OB0169
 OB0169                          STATION RECOVERY (1992)
 OB0169
 OB0169'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1992 (AH)
 OB0169'RECOVERED AS DESCRIBED.
 OB0169
 OB0169                          STATION RECOVERY (2002)
 OB0169
 OB0169'RECOVERY NOTE BY US POWER SQUADRON 2002 (RHS)
 OB0169'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0061 ***********************************************************************
 PE0061  DESIGNATION -  B 170
 PE0061  PID         -  PE0061
 PE0061  STATE/COUNTY-  ME/HANCOCK
 PE0061  USGS QUAD   -  SULLIVAN (1982)
 PE0061
 PE0061                         *CURRENT SURVEY CONTROL
 PE0061  ___________________________________________________________________
 PE0061* NAD 83(1986)-  44 35 05.     (N)    068 12 45.     (W)     SCALED    
 PE0061* NAVD 88     -        23.114  (meters)      75.83   (feet)  ADJUSTED  
 PE0061  ___________________________________________________________________
 PE0061  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 PE0061  DYNAMIC HT  -          23.112 (meters)      75.83  (feet)  COMP
 PE0061  MODELED GRAV-     980,566.4   (mgal)                       NAVD 88
 PE0061
 PE0061  VERT ORDER  -  FIRST     CLASS I
 PE0061
 PE0061.The horizontal coordinates were scaled from a topographic map and have
 PE0061.an estimated accuracy of +/- 6 seconds.
 PE0061
 PE0061.The orthometric height was determined by differential leveling
 PE0061.and adjusted by the National Geodetic Survey in June 1991..
 PE0061
 PE0061.The geoid height was determined by GEOID03.
 PE0061
 PE0061.The dynamic height is computed by dividing the NAVD 88
 PE0061.geopotential number by the normal gravity value computed on the
 PE0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0061.degrees latitude (g = 980.6199 gals.).
 PE0061
 PE0061.The modeled gravity was interpolated from observed gravity values.
 PE0061
 PE0061;                    North         East    Units  Estimated Accuracy
 PE0061;SPC ME E     -   102,040.      322,830.      MT  (+/- 180 meters Scaled)
 PE0061
 PE0061                          SUPERSEDED SURVEY CONTROL
 PE0061
 PE0061  NGVD 29 (??/??/92)   23.317  (m)           76.50   (f) ADJ UNCH    1 1
 PE0061
 PE0061.Superseded values are not recommended for survey control.
 PE0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0061.See file dsdata.txt to determine how the superseded data were derived.
 PE0061
 PE0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK625371(NAD 83)
 PE0061_MARKER: DB = BENCH MARK DISK
 PE0061_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PE0061_SP_SET: 92 1/2 FEET
 PE0061_STAMPING: B 170 1966
 PE0061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0061
 PE0061  HISTORY     - Date     Condition        Report By
 PE0061  HISTORY     - 1966     MONUMENTED       CGS
 PE0061  HISTORY     - 1978     GOOD             DMA
 PE0061
 PE0061                          STATION DESCRIPTION
 PE0061
 PE0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE0061'0.7 MI E FROM FRANKLIN.
 PE0061'0.7 MILE EAST ALONG THE MAINE CENTRAL RAILROAD FROM THE CROSSING
 PE0061'OF STATE HIGHWAY 182 AT FRANKLIN, ABOUT 0.5 MILE SOUTHEAST OF
 PE0061'MILEPOST P178/C92, 31 1/2 FEET EAST OF THE CENTER OF A GRAVELED
 PE0061'ROAD CROSSING, 23.6 FEET NORTHEAST OF THE NORTHEAST RAIL, 25
 PE0061'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 41 FEET SOUTHWEST
 PE0061'OF POWER POLE 5-115-5, 11 FEET EAST OF THE SOUTHEAST END OF A
 PE0061'18-INCH PIPE CULVERT UNDER THE ROAD, 1.1 FEET NORTHWEST OF A
 PE0061'METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK,
 PE0061'AND IS A DISK ON TOP OF A COPPER COATED STEEL ROD PROJECTING
 PE0061'0.2 FOOT AND PROTECTED BY A 5-INCH IRON PIPE PROJECTING 0.5
 PE0061'FOOT.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 29 1/2 FEET.
 PE0061
 PE0061                          STATION RECOVERY (1978)
 PE0061
 PE0061'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PE0061'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1436 ***********************************************************************
 PE1436  DESIGNATION -  B 171
 PE1436  PID         -  PE1436
 PE1436  STATE/COUNTY-  ME/KENNEBEC
 PE1436  USGS QUAD   -  WATERVILLE (1982)
 PE1436
 PE1436                         *CURRENT SURVEY CONTROL
 PE1436  ___________________________________________________________________
 PE1436* NAD 83(1986)-  44 32 10.     (N)    069 40 11.     (W)     SCALED    
 PE1436* NAVD 88     -       100.361  (meters)     329.27   (feet)  ADJUSTED  
 PE1436  ___________________________________________________________________
 PE1436  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 PE1436  DYNAMIC HT  -         100.354 (meters)     329.24  (feet)  COMP
 PE1436  MODELED GRAV-     980,550.1   (mgal)                       NAVD 88
 PE1436
 PE1436  VERT ORDER  -  FIRST     CLASS I
 PE1436
 PE1436.This mark is at Waterville Robert Lafleur Airport (WVL)
 PE1436
 PE1436.The horizontal coordinates were scaled from a topographic map and have
 PE1436.an estimated accuracy of +/- 6 seconds.
 PE1436
 PE1436.The orthometric height was determined by differential leveling
 PE1436.and adjusted by the National Geodetic Survey in June 1991..
 PE1436
 PE1436.The geoid height was determined by GEOID03.
 PE1436
 PE1436.The dynamic height is computed by dividing the NAVD 88
 PE1436.geopotential number by the normal gravity value computed on the
 PE1436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1436.degrees latitude (g = 980.6199 gals.).
 PE1436
 PE1436.The modeled gravity was interpolated from observed gravity values.
 PE1436
 PE1436;                    North         East    Units  Estimated Accuracy
 PE1436;SPC ME W     -   189,300.      939,500.      MT  (+/- 180 meters Scaled)
 PE1436
 PE1436                          SUPERSEDED SURVEY CONTROL
 PE1436
 PE1436  NGVD 29 (??/??/92)  100.552  (m)          329.89   (f) ADJ UNCH    1 1
 PE1436
 PE1436.Superseded values are not recommended for survey control.
 PE1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1436.See file dsdata.txt to determine how the superseded data were derived.
 PE1436
 PE1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK467316(NAD 83)
 PE1436_MARKER: DB = BENCH MARK DISK
 PE1436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1436_STAMPING: B 171 1966
 PE1436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1436+STABILITY: SURFACE MOTION
 PE1436
 PE1436  HISTORY     - Date     Condition        Report By
 PE1436  HISTORY     - 1966     MONUMENTED       CGS
 PE1436  HISTORY     - 1974     GOOD             NGS
 PE1436  HISTORY     - 1978     GOOD             DOD
 PE1436  HISTORY     - 1986     GOOD             USPSQD
 PE1436  HISTORY     - 19951005 MARK NOT FOUND   CHANCE
 PE1436
 PE1436                          STATION DESCRIPTION
 PE1436
 PE1436'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE1436'3.5 MI E FROM OAKLAND.
 PE1436'ABOUT 2.35 MILES EAST ALONG STATE HIGHWAY 11 FROM THE POST
 PE1436'OFFICE AT OAKLAND, THENCE ABOUT 0.65 MILE SOUTH ALONG A BLACK
 PE1436'TOPPED ROAD, THENCE ABOUT 0.5 MILE NORTHEAST ALONG THE
 PE1436'NORTHEAST-SOUTHWEST RUNWAY OF THE CAPTAIN ROBERT LA FLEUR
 PE1436'AIRPORT, 1071 FEET SOUTHWEST OF THE NORTHEAST END OF THE BLACK
 PE1436'TOPPED RUNWAY, 36 FEET NORTHWEST OF THE NORTHWEST ENDGE OF THE
 PE1436'RUNWAY, 30 FEET NORTHWEST OF THE WEST CORNER OF THE CONCRETE
 PE1436'BASE OF THE 6TH RUNWAY LIGHT SOUTHWEST OF THE NORTHEAST END OF
 PE1436'THE RUNWAY, ABOUT LEVEL WITH THE RUNWAY AND SET IN THE TOP OF A
 PE1436'CONCRETE POST PROJECTING 0.2 FOOT.
 PE1436
 PE1436                          STATION RECOVERY (1974)
 PE1436
 PE1436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 PE1436'RECOVERED IN GOOD CONDITION.
 PE1436
 PE1436                          STATION RECOVERY (1978)
 PE1436
 PE1436'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE1436'RECOVERED IN GOOD CONDITION.
 PE1436
 PE1436                          STATION RECOVERY (1986)
 PE1436
 PE1436'RECOVERY NOTE BY US POWER SQUADRON 1986 (SF)
 PE1436'RECOVERED IN GOOD CONDITION.
 PE1436
 PE1436                          STATION RECOVERY (1995)
 PE1436
 PE1436'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KB)
 PE1436'NOT FOUND.  APPROXIMATELY 20 FT (6.1 M) OF GRADING HAS OCCURRED IH THE
 PE1436'AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0750 ***********************************************************************
 PF0750  DESIGNATION -  B 172
 PF0750  PID         -  PF0750
 PF0750  STATE/COUNTY-  ME/OXFORD
 PF0750  USGS QUAD   -  WEST PARIS (1967)
 PF0750
 PF0750                         *CURRENT SURVEY CONTROL
 PF0750  ___________________________________________________________________
 PF0750* NAD 83(1986)-  44 15 28.     (N)    070 30 50.     (W)     SCALED    
 PF0750* NAVD 88     -       119.447  (meters)     391.89   (feet)  ADJUSTED  
 PF0750  ___________________________________________________________________
 PF0750  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 PF0750  DYNAMIC HT  -         119.429 (meters)     391.83  (feet)  COMP
 PF0750  MODELED GRAV-     980,472.6   (mgal)                       NAVD 88
 PF0750
 PF0750  VERT ORDER  -  FIRST     CLASS II
 PF0750
 PF0750.The horizontal coordinates were scaled from a topographic map and have
 PF0750.an estimated accuracy of +/- 6 seconds.
 PF0750
 PF0750.The orthometric height was determined by differential leveling
 PF0750.and adjusted by the National Geodetic Survey in June 1991..
 PF0750
 PF0750.The geoid height was determined by GEOID03.
 PF0750
 PF0750.The dynamic height is computed by dividing the NAVD 88
 PF0750.geopotential number by the normal gravity value computed on the
 PF0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0750.degrees latitude (g = 980.6199 gals.).
 PF0750
 PF0750.The modeled gravity was interpolated from observed gravity values.
 PF0750
 PF0750;                    North         East    Units  Estimated Accuracy
 PF0750;SPC ME W     -   158,310.      872,270.      MT  (+/- 180 meters Scaled)
 PF0750
 PF0750                          SUPERSEDED SURVEY CONTROL
 PF0750
 PF0750.No superseded survey control is available for this station.
 PF0750
 PF0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK791016(NAD 83)
 PF0750_MARKER: DB = BENCH MARK DISK
 PF0750_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PF0750_SP_SET: STAINLESS STEEL ROD
 PF0750_STAMPING: B 172 1978
 PF0750_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0750
 PF0750  HISTORY     - Date     Condition        Report By
 PF0750  HISTORY     - 1978     MONUMENTED       NGS
 PF0750
 PF0750                          STATION DESCRIPTION
 PF0750
 PF0750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PF0750'2.15 MI NORTH FROM SOUTH PARIS.
 PF0750'2.15 MILES NORTH ALONG STATE HIGHWAY 26 FROM THE POST OFFICE AT SOUTH
 PF0750'PARIS, 0.40 MI. NORTH OF THE Y-JUNCTION OF A PAVED ROAD LEADING
 PF0750'SOUTHEAST, 0.15 MI. SOUTH OF THE DIAGONAL CROSSING OF POWER LINES,
 PF0750'37 FT. EAST OF THE CENTER LINE OF THE HIGHWAY, 43.5 FT. NORTH OF THE
 PF0750'NORTH STEEL GUARD POST OF A HIGHWAY GUARD CABLE, 2.0 FT. NORTH OF
 PF0750'POWER POLE 22 45, THE DISK IS 3 INCHES BELOW THE SURFACE OF THE GROUND
 PF0750'ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0780 ***********************************************************************
 PF0780  DESIGNATION -  B 173
 PF0780  PID         -  PF0780
 PF0780  STATE/COUNTY-  ME/OXFORD
 PF0780  USGS QUAD   -  BETHEL (1970)
 PF0780
 PF0780                         *CURRENT SURVEY CONTROL
 PF0780  ___________________________________________________________________
 PF0780* NAD 83(1986)-  44 24 18.     (N)    070 51 30.     (W)     SCALED    
 PF0780* NAVD 88     -       206.533  (meters)     677.60   (feet)  ADJUSTED  
 PF0780  ___________________________________________________________________
 PF0780  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 PF0780  DYNAMIC HT  -         206.505 (meters)     677.51  (feet)  COMP
 PF0780  MODELED GRAV-     980,475.8   (mgal)                       NAVD 88
 PF0780  OBS GRAVITY -     980,475.1   (mgal)                       GRAV_OBS
 PF0780
 PF0780  VERT ORDER  -  FIRST     CLASS II
 PF0780
 PF0780.The horizontal coordinates were scaled from a topographic map and have
 PF0780.an estimated accuracy of +/- 6 seconds.
 PF0780
 PF0780.The orthometric height was determined by differential leveling
 PF0780.and adjusted by the National Geodetic Survey in June 1991..
 PF0780
 PF0780.The geoid height was determined by GEOID03.
 PF0780
 PF0780.The dynamic height is computed by dividing the NAVD 88
 PF0780.geopotential number by the normal gravity value computed on the
 PF0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0780.degrees latitude (g = 980.6199 gals.).
 PF0780
 PF0780.The modeled gravity was interpolated from observed gravity values.
 PF0780.The observed gravity was obtained from relative gravimeter ties
 PF0780.to the IGSN71 gravity network.
 PF0780
 PF0780;                    North         East    Units  Estimated Accuracy
 PF0780;SPC ME W     -   174,850.      844,910.      MT  (+/- 180 meters Scaled)
 PF0780
 PF0780                          SUPERSEDED SURVEY CONTROL
 PF0780
 PF0780.No superseded survey control is available for this station.
 PF0780
 PF0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK520185(NAD 83)
 PF0780_MARKER: DB = BENCH MARK DISK
 PF0780_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PF0780_SP_SET: STAINLESS STEEL ROD
 PF0780_STAMPING: B 173 1978
 PF0780_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0780
 PF0780  HISTORY     - Date     Condition        Report By
 PF0780  HISTORY     - 1978     MONUMENTED       NGS
 PF0780  HISTORY     - 1982     GOOD             NGS
 PF0780
 PF0780                          STATION DESCRIPTION
 PF0780
 PF0780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PF0780'0.2 MI NE FROM WEST BETHEL.
 PF0780'0.2 MILE NORTHEAST ALONG U.S. HIGHWAY 2 FROM THE POST OFFICE AT WEST
 PF0780'BETHEL, AT THE T-JUNCTION OF A PAVED ROAD LEADING NORTHWEST ACROSS THE
 PF0780'CANADIAN NATIONAL RAILROAD TO A SAW MILL, OPPOSITE RAILROAD MILE POLE
 PF0780'74, 158 FT. NORTHWEST AND ACROSS THE RAILROAD FROM THE CENTER LINE OF
 PF0780'THE HIGHWAY, 115.5 FT. NORTHWEST AND ACROSS THE RAILROAD FROM MILE
 PF0780'POLE 74, 78.3 FT. NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK,
 PF0780'93 FT. NORTHEAST OF THE CENTER LINE OF THE PAVED ROAD, 107.4 FT. EAST
 PF0780'OF THE EAST CORNER OF A CEMENT BLOCK GARAGE, 18.5 FT. NORTHWEST OF THE
 PF0780'CENTER OF A DIRT ROAD, 2.6 FT. NORTHEAST OF POWER POLE 149-174, THE
 PF0780'DISK IS 4-INCHES BELOW THE SURFACE OF THE GROUND, ACCESS TO WHICH IS
 PF0780'HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 PF0780
 PF0780                          STATION RECOVERY (1982)
 PF0780
 PF0780'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 PF0780'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1548 ***********************************************************************
 PE1548  DESIGNATION -  B 175
 PE1548  PID         -  PE1548
 PE1548  STATE/COUNTY-  ME/PENOBSCOT
 PE1548  USGS QUAD   -  BANGOR (1991)
 PE1548
 PE1548                         *CURRENT SURVEY CONTROL
 PE1548  ___________________________________________________________________
 PE1548* NAD 83(1986)-  44 48 53.     (N)    068 48 14.     (W)     SCALED    
 PE1548* NAVD 88     -        48.895  (meters)     160.42   (feet)  ADJUSTED  
 PE1548  ___________________________________________________________________
 PE1548  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 PE1548  DYNAMIC HT  -          48.893 (meters)     160.41  (feet)  COMP
 PE1548  MODELED GRAV-     980,582.3   (mgal)                       NAVD 88
 PE1548
 PE1548  VERT ORDER  -  FIRST     CLASS II
 PE1548
 PE1548.The horizontal coordinates were scaled from a topographic map and have
 PE1548.an estimated accuracy of +/- 6 seconds.
 PE1548
 PE1548.The orthometric height was determined by differential leveling
 PE1548.and adjusted by the National Geodetic Survey in June 1991..
 PE1548
 PE1548.The geoid height was determined by GEOID03.
 PE1548
 PE1548.The dynamic height is computed by dividing the NAVD 88
 PE1548.geopotential number by the normal gravity value computed on the
 PE1548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1548.degrees latitude (g = 980.6199 gals.).
 PE1548
 PE1548.The modeled gravity was interpolated from observed gravity values.
 PE1548
 PE1548;                    North         East    Units  Estimated Accuracy
 PE1548;SPC ME E     -   127,600.      275,970.      MT  (+/- 180 meters Scaled)
 PE1548
 PE1548                          SUPERSEDED SURVEY CONTROL
 PE1548
 PE1548.No superseded survey control is available for this station.
 PE1548
 PE1548_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK155623(NAD 83)
 PE1548_MARKER: DV = VERTICAL CONTROL DISK
 PE1548_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PE1548_SP_SET: STAINLESS STEEL ROD
 PE1548_STAMPING: B 175 1978
 PE1548_MARK LOGO: NGS   
 PE1548_MAGNETIC: I = MARKER IS A STEEL ROD
 PE1548_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE1548_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PE1548+SATELLITE: SATELLITE OBSERVATIONS - March 03, 1995
 PE1548
 PE1548  HISTORY     - Date     Condition        Report By
 PE1548  HISTORY     - 1978     MONUMENTED       NGS
 PE1548  HISTORY     - 1980     GOOD             USGS
 PE1548  HISTORY     - 19910528 MARK NOT FOUND   USPSQD
 PE1548  HISTORY     - 19950303 GOOD             NGS
 PE1548
 PE1548                          STATION DESCRIPTION
 PE1548
 PE1548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PE1548'1.65 MI NW FROM BANGOR.
 PE1548'1.65 MILES NORTHWEST ALONG UNION STREET FROM THE CROSSING OF U.S.
 PE1548'HIGHWAY 2, 73.5 FT. NORTHEAST OF THE CENTER LINE OF THE STREET, 5.2
 PE1548'FT. SOUTH OF THE SOUTH CORNER OF THE ARMY RESERVE RECRUITING CENTER
 PE1548'OFFICE BUILDING, 48.2 FT. EAST OF A FLAG POLE, THE DISK IS 5 INCHES
 PE1548'BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW
 PE1548'PLUG.
 PE1548
 PE1548                          STATION RECOVERY (1980)
 PE1548
 PE1548'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 PE1548'RECOVERED IN GOOD CONDITION.
 PE1548
 PE1548                          STATION RECOVERY (1991)
 PE1548
 PE1548'RECOVERY NOTE BY US POWER SQUADRON 1991 (ELG)
 PE1548'MARK NOT FOUND.
 PE1548
 PE1548                          STATION RECOVERY (1995)
 PE1548
 PE1548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PE1548'1.1 KM (0.70 MI) NORTHWESTERLY ALONG STATE HIGHWAY 222 (UNION STREET)
 PE1548'FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 IN BANGOR, 22.4 M (73.5 FT)
 PE1548'NORTHEAST OF THE HIGHWAY CENTERLINE, 14.7 M (48.2 FT) EAST OF A FLAG
 PE1548'POLE, 1.6 M (5.2 FT) SOUTH OF THE SOUTH CORNER OF THE ARMY RESERVE
 PE1548'RECRUITING CENTER, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 PE1548'NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE WITH A SCREW CAP AND IS
 PE1548'RECESSED 0.2 M (0.7 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1100 ***********************************************************************
 QG1100  DESIGNATION -  B 176
 QG1100  PID         -  QG1100
 QG1100  STATE/COUNTY-  ME/PENOBSCOT
 QG1100  USGS QUAD   -  BRADFORD (1983)
 QG1100
 QG1100                         *CURRENT SURVEY CONTROL
 QG1100  ___________________________________________________________________
 QG1100* NAD 83(1986)-  45 04 22.     (N)    068 56 20.     (W)     SCALED    
 QG1100* NAVD 88     -        66.985  (meters)     219.77   (feet)  ADJUSTED  
 QG1100  ___________________________________________________________________
 QG1100  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 QG1100  DYNAMIC HT  -          66.984 (meters)     219.76  (feet)  COMP
 QG1100  MODELED GRAV-     980,599.8   (mgal)                       NAVD 88
 QG1100
 QG1100  VERT ORDER  -  FIRST     CLASS II
 QG1100
 QG1100.The horizontal coordinates were scaled from a topographic map and have
 QG1100.an estimated accuracy of +/- 6 seconds.
 QG1100
 QG1100.The orthometric height was determined by differential leveling
 QG1100.and adjusted by the National Geodetic Survey in June 1991..
 QG1100
 QG1100.The geoid height was determined by GEOID03.
 QG1100
 QG1100.The dynamic height is computed by dividing the NAVD 88
 QG1100.geopotential number by the normal gravity value computed on the
 QG1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1100.degrees latitude (g = 980.6199 gals.).
 QG1100
 QG1100.The modeled gravity was interpolated from observed gravity values.
 QG1100
 QG1100;                    North         East    Units  Estimated Accuracy
 QG1100;SPC ME E     -   156,320.      265,440.      MT  (+/- 180 meters Scaled)
 QG1100
 QG1100                          SUPERSEDED SURVEY CONTROL
 QG1100
 QG1100.No superseded survey control is available for this station.
 QG1100
 QG1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK048910(NAD 83)
 QG1100_MARKER: DB = BENCH MARK DISK
 QG1100_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QG1100_SP_SET: CONCRETE ABUTMENT
 QG1100_STAMPING: B 176 1978
 QG1100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG1100
 QG1100  HISTORY     - Date     Condition        Report By
 QG1100  HISTORY     - 1978     MONUMENTED       NGS
 QG1100
 QG1100                          STATION DESCRIPTION
 QG1100
 QG1100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1100'6.2 MI NORTH FROM HUDSON.
 QG1100'6.2 MILES NORTH ALONG STATE HIGHWAY 221 FROM ITS JUNCTION WITH STATE
 QG1100'HIGHWAY 43 AT HUDSON, 28.1 FT. EAST OF THE CENTER LINE OF STATE
 QG1100'HIGHWAY 221, 22 FT. SOUTH OF POWER POLE 11 WITH ONE TRANSFORMER,
 QG1100'9 FT. SOUTHWEST OF THE NORTHEAST END OF THE EAST ABUTMENT OF A CULVERT
 QG1100'OVER FORBES BROOK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0969 ***********************************************************************
 QG0969  DESIGNATION -  B 177
 QG0969  PID         -  QG0969
 QG0969  STATE/COUNTY-  ME/PISCATAQUIS
 QG0969  USGS QUAD   -  SOUTH SEBEC (1983)
 QG0969
 QG0969                         *CURRENT SURVEY CONTROL
 QG0969  ___________________________________________________________________
 QG0969* NAD 83(1986)-  45 14 20.     (N)    069 02 58.     (W)     SCALED    
 QG0969* NAVD 88     -       129.854  (meters)     426.03   (feet)  ADJUSTED  
 QG0969  ___________________________________________________________________
 QG0969  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 QG0969  DYNAMIC HT  -         129.852 (meters)     426.02  (feet)  COMP
 QG0969  MODELED GRAV-     980,596.4   (mgal)                       NAVD 88
 QG0969
 QG0969  VERT ORDER  -  FIRST     CLASS II
 QG0969
 QG0969.The horizontal coordinates were scaled from a topographic map and have
 QG0969.an estimated accuracy of +/- 6 seconds.
 QG0969
 QG0969.The orthometric height was determined by differential leveling
 QG0969.and adjusted by the National Geodetic Survey in June 1991..
 QG0969
 QG0969.The geoid height was determined by GEOID03.
 QG0969
 QG0969.The dynamic height is computed by dividing the NAVD 88
 QG0969.geopotential number by the normal gravity value computed on the
 QG0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0969.degrees latitude (g = 980.6199 gals.).
 QG0969
 QG0969.The modeled gravity was interpolated from observed gravity values.
 QG0969
 QG0969;                    North         East    Units  Estimated Accuracy
 QG0969;SPC ME E     -   174,840.      256,860.      MT  (+/- 180 meters Scaled)
 QG0969
 QG0969                          SUPERSEDED SURVEY CONTROL
 QG0969
 QG0969.No superseded survey control is available for this station.
 QG0969
 QG0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL961094(NAD 83)
 QG0969_MARKER: DB = BENCH MARK DISK
 QG0969_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QG0969_SP_SET: STAINLESS STEEL ROD
 QG0969_STAMPING: B 177 1978
 QG0969_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG0969
 QG0969  HISTORY     - Date     Condition        Report By
 QG0969  HISTORY     - 1978     MONUMENTED       NGS
 QG0969
 QG0969                          STATION DESCRIPTION
 QG0969
 QG0969'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG0969'3.25 MI WEST FROM MILO.
 QG0969'3.25 MILES WEST ALONG STATE HIGHWAY 6 FROM ITS JUNCTION WITH STATE
 QG0969'HIGHWAY 11 AT ELM STREET, 153.0 FT. NORTH OF THE CENTER LINE OF THE
 QG0969'HIGHWAY, 19.0 FT. EAST OF THE CENTER OF HUGHES ROAD, 2.6 FT. SOUTH
 QG0969'OF POWER POLE 159.2 WITH GUY WIRE AND A TRANSFORMER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0996 ***********************************************************************
 QG0996  DESIGNATION -  B 178
 QG0996  PID         -  QG0996
 QG0996  STATE/COUNTY-  ME/PISCATAQUIS
 QG0996  USGS QUAD   -  SANGERVILLE (1984)
 QG0996
 QG0996                         *CURRENT SURVEY CONTROL
 QG0996  ___________________________________________________________________
 QG0996* NAD 83(1986)-  45 10 08.     (N)    069 21 38.     (W)     SCALED    
 QG0996* NAVD 88     -       116.669  (meters)     382.77   (feet)  ADJUSTED  
 QG0996  ___________________________________________________________________
 QG0996  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 QG0996  DYNAMIC HT  -         116.666 (meters)     382.76  (feet)  COMP
 QG0996  MODELED GRAV-     980,588.3   (mgal)                       NAVD 88
 QG0996
 QG0996  VERT ORDER  -  FIRST     CLASS II
 QG0996
 QG0996.The horizontal coordinates were scaled from a topographic map and have
 QG0996.an estimated accuracy of +/- 6 seconds.
 QG0996
 QG0996.The orthometric height was determined by differential leveling
 QG0996.and adjusted by the National Geodetic Survey in June 1991..
 QG0996
 QG0996.The geoid height was determined by GEOID03.
 QG0996
 QG0996.The dynamic height is computed by dividing the NAVD 88
 QG0996.geopotential number by the normal gravity value computed on the
 QG0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0996.degrees latitude (g = 980.6199 gals.).
 QG0996
 QG0996.The modeled gravity was interpolated from observed gravity values.
 QG0996
 QG0996;                    North         East    Units  Estimated Accuracy
 QG0996;SPC ME E     -   167,270.      232,350.      MT  (+/- 180 meters Scaled)
 QG0996
 QG0996                          SUPERSEDED SURVEY CONTROL
 QG0996
 QG0996.No superseded survey control is available for this station.
 QG0996
 QG0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL716017(NAD 83)
 QG0996_MARKER: DB = BENCH MARK DISK
 QG0996_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QG0996_SP_SET: CONCRETE ABUTMENT
 QG0996_STAMPING: B 178 1978
 QG0996_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG0996
 QG0996  HISTORY     - Date     Condition        Report By
 QG0996  HISTORY     - 1978     MONUMENTED       NGS
 QG0996
 QG0996                          STATION DESCRIPTION
 QG0996
 QG0996'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG0996'1.45 MI EAST FROM GUILFORD.
 QG0996'1.35 MILES EAST ALONG STATE HIGHWAY 6 FROM THE GUILFORD MEMORIAL
 QG0996'BRIDGE OVER THE PISCATAQUIS RIVER, THENCE 0.1 MILE SOUTH ALONG
 QG0996'STATE HIGHWAY 23, 13.00 FT. WEST OF THE CENTER LINE OF HIGHWAY 23,
 QG0996'47.0 FT. SOUTH OF POWER POLE 3 WITH ONE GUY WIRE, SET IN TOP OF THE
 QG0996'NORTHWEST CORNER OF THE NORTH ABUTMENT OF A STEEL SPAN BRIDGE OVER
 QG0996'THE PISCATAQUIS RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1025 ***********************************************************************
 QG1025  DESIGNATION -  B 179
 QG1025  PID         -  QG1025
 QG1025  STATE/COUNTY-  ME/PISCATAQUIS
 QG1025  USGS QUAD   -  MONSON WEST (1989)
 QG1025
 QG1025                         *CURRENT SURVEY CONTROL
 QG1025  ___________________________________________________________________
 QG1025* NAD 83(1986)-  45 20 18.     (N)    069 33 43.     (W)     SCALED    
 QG1025* NAVD 88     -       362.377  (meters)    1188.90   (feet)  ADJUSTED  
 QG1025  ___________________________________________________________________
 QG1025  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 QG1025  DYNAMIC HT  -         362.356 (meters)    1188.83  (feet)  COMP
 QG1025  MODELED GRAV-     980,546.6   (mgal)                       NAVD 88
 QG1025
 QG1025  VERT ORDER  -  FIRST     CLASS II
 QG1025
 QG1025.The horizontal coordinates were scaled from a topographic map and have
 QG1025.an estimated accuracy of +/- 6 seconds.
 QG1025
 QG1025.The orthometric height was determined by differential leveling
 QG1025.and adjusted by the National Geodetic Survey in June 1991..
 QG1025
 QG1025.The geoid height was determined by GEOID03.
 QG1025
 QG1025.The dynamic height is computed by dividing the NAVD 88
 QG1025.geopotential number by the normal gravity value computed on the
 QG1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1025.degrees latitude (g = 980.6199 gals.).
 QG1025
 QG1025.The modeled gravity was interpolated from observed gravity values.
 QG1025
 QG1025;                    North         East    Units  Estimated Accuracy
 QG1025;SPC ME E     -   186,290.      216,770.      MT  (+/- 180 meters Scaled)
 QG1025
 QG1025                          SUPERSEDED SURVEY CONTROL
 QG1025
 QG1025.No superseded survey control is available for this station.
 QG1025
 QG1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL559206(NAD 83)
 QG1025_MARKER: DB = BENCH MARK DISK
 QG1025_SETTING: 66 = SET IN ROCK OUTCROP
 QG1025_SP_SET: ROCK OUTCROP
 QG1025_STAMPING: B 179 1978
 QG1025_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG1025+STABILITY: POSITION/ELEVATION WELL
 QG1025
 QG1025  HISTORY     - Date     Condition        Report By
 QG1025  HISTORY     - 1978     MONUMENTED       NGS
 QG1025
 QG1025                          STATION DESCRIPTION
 QG1025
 QG1025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1025'3.55 MI SE FROM SHIRLEY MILLS.
 QG1025'0.2 MILES EAST ALONG A PAVED ROAD FROM THE SHIRLEY MILLS TOWN HALL
 QG1025'TO A Y JUNCTION, THENCE 1.75 MILES SOUTHEAST ALONG A PAVED ROAD
 QG1025'THENCE 1.6 MILES SOUTHEAST ALONG STATE HIGHWAY 6, 39.0 FT. NORTHEAST
 QG1025'OF THE CENTER LINE OF THE HIGHWAY,161.0 FT. NORTH OF TELEPHONE POLE
 QG1025'854 WITH ONE GUY WIRE EXTENDING ACROSS THE HIGHWAY, 157.0 FT.
 QG1025'NORTHWEST OF THE SHIRLEY TOWN LINE, 153.0 FT. EAST OF TELEPHONE POLE
 QG1025'855, ALSO MAY BE REACHED FROM MONSON BY GOING 5.3 MILES NORTH ALONG
 QG1025'STATE HIGHWAY 6 FROM THE POST OFFICE AT MONSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0884 ***********************************************************************
 PE0884  DESIGNATION -  B 18
 PE0884  PID         -  PE0884
 PE0884  STATE/COUNTY-  ME/KNOX
 PE0884  USGS QUAD   -  THOMASTON (1973)
 PE0884
 PE0884                         *CURRENT SURVEY CONTROL
 PE0884  ___________________________________________________________________
 PE0884* NAD 83(1986)-  44 04 57.     (N)    069 08 49.     (W)     SCALED    
 PE0884* NAVD 88     -        11.649  (meters)      38.22   (feet)  ADJUSTED  
 PE0884  ___________________________________________________________________
 PE0884  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 PE0884  DYNAMIC HT  -          11.648 (meters)      38.22  (feet)  COMP
 PE0884  MODELED GRAV-     980,524.5   (mgal)                       NAVD 88
 PE0884
 PE0884  VERT ORDER  -  SECOND    CLASS 0
 PE0884
 PE0884.The horizontal coordinates were scaled from a topographic map and have
 PE0884.an estimated accuracy of +/- 6 seconds.
 PE0884
 PE0884.The orthometric height was determined by differential leveling
 PE0884.and adjusted by the National Geodetic Survey in June 1991..
 PE0884
 PE0884.The geoid height was determined by GEOID03.
 PE0884
 PE0884.The dynamic height is computed by dividing the NAVD 88
 PE0884.geopotential number by the normal gravity value computed on the
 PE0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0884.degrees latitude (g = 980.6199 gals.).
 PE0884
 PE0884.The modeled gravity was interpolated from observed gravity values.
 PE0884
 PE0884;                    North         East    Units  Estimated Accuracy
 PE0884;SPC ME E     -    46,400.      248,190.      MT  (+/- 180 meters Scaled)
 PE0884
 PE0884                          SUPERSEDED SURVEY CONTROL
 PE0884
 PE0884  NGVD 29 (??/??/92)   11.860  (m)           38.91   (f) ADJ UNCH    2 0
 PE0884
 PE0884.Superseded values are not recommended for survey control.
 PE0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0884.See file dsdata.txt to determine how the superseded data were derived.
 PE0884
 PE0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ882810(NAD 83)
 PE0884_MARKER: DB = BENCH MARK DISK
 PE0884_SETTING: 80 = SET IN A BOULDER
 PE0884_SP_SET: BOULDER
 PE0884_STAMPING: 38.911 B 18 1933
 PE0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0884+STABILITY: SURFACE MOTION
 PE0884
 PE0884  HISTORY     - Date     Condition        Report By
 PE0884  HISTORY     - 1933     MONUMENTED       CGS
 PE0884  HISTORY     - 1953     MARK NOT FOUND   NGS
 PE0884
 PE0884                          STATION DESCRIPTION
 PE0884
 PE0884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 PE0884'2.4 MI W FROM ROCKLAND.
 PE0884'2.4 MILES SOUTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE0884'STATION AT ROCKLAND, KNOX COUNTY, 61 FEET EAST OF AUTOMATIC
 PE0884'SIGNAL R 835, AT A DIRT-ROAD CROSSING, 70.5 FEET WEST OF THE
 PE0884'CENTER OF THE CROSSING, 27.6 FEET SOUTH OF THE CENTERLINE OF THE
 PE0884'DIRT ROAD, 11.3 FEET FROM THE CENTERLINE OF THE TRACK TO THE
 PE0884'SOUTH, 23 FEET NORTH OF THE EAST END OF A HAND-CAR TURN STAND,
 PE0884'IN THE CENTER OF THE TOP OF A FLAT OBLONG-SHAPED BOULDER THAT
 PE0884'BLOCKS THE EAST END OF THE RAILWAY DITCH WHERE IT RUNS INTO A
 PE0884'CULVERT, AND 1 FOOT LOWER THAN THE TRACK.  NOTE-- THE RAILROAD
 PE0884'BED HAS BEEN CHANGED AND A DITCH ALONGSIDE FALLS IN THE
 PE0884'APPROXIMATE LOCATION OF THE MARK.  THE ROAD CROSSING OR THE
 PE0884'SIGNAL TOWER HAS BEEN MOVED SO THAT THE EXACT LOCATION COULD
 PE0884'NOT BE DETERMINED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1055 ***********************************************************************
 QG1055  DESIGNATION -  B 180
 QG1055  PID         -  QG1055
 QG1055  STATE/COUNTY-  ME/PISCATAQUIS
 QG1055  USGS QUAD   -  MOOSEHEAD (1989)
 QG1055
 QG1055                         *CURRENT SURVEY CONTROL
 QG1055  ___________________________________________________________________
 QG1055* NAD 83(1986)-  45 30 34.     (N)    069 40 21.     (W)     SCALED    
 QG1055* NAVD 88     -       340.239  (meters)    1116.27   (feet)  ADJUSTED  
 QG1055  ___________________________________________________________________
 QG1055  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 QG1055  DYNAMIC HT  -         340.230 (meters)    1116.24  (feet)  COMP
 QG1055  MODELED GRAV-     980,579.2   (mgal)                       NAVD 88
 QG1055
 QG1055  VERT ORDER  -  FIRST     CLASS II
 QG1055
 QG1055.The horizontal coordinates were scaled from a topographic map and have
 QG1055.an estimated accuracy of +/- 6 seconds.
 QG1055
 QG1055.The orthometric height was determined by differential leveling
 QG1055.and adjusted by the National Geodetic Survey in June 1991..
 QG1055
 QG1055.The geoid height was determined by GEOID03.
 QG1055
 QG1055.The dynamic height is computed by dividing the NAVD 88
 QG1055.geopotential number by the normal gravity value computed on the
 QG1055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1055.degrees latitude (g = 980.6199 gals.).
 QG1055
 QG1055.The modeled gravity was interpolated from observed gravity values.
 QG1055
 QG1055;                    North         East    Units  Estimated Accuracy
 QG1055;SPC ME E     -   205,430.      208,380.      MT  (+/- 180 meters Scaled)
 QG1055
 QG1055                          SUPERSEDED SURVEY CONTROL
 QG1055
 QG1055.No superseded survey control is available for this station.
 QG1055
 QG1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL474397(NAD 83)
 QG1055_MARKER: DB = BENCH MARK DISK
 QG1055_SETTING: 66 = SET IN ROCK OUTCROP
 QG1055_SP_SET: ROCK OUTCROP
 QG1055_STAMPING: B 180 1978
 QG1055_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG1055+STABILITY: POSITION/ELEVATION WELL
 QG1055
 QG1055  HISTORY     - Date     Condition        Report By
 QG1055  HISTORY     - 1978     MONUMENTED       NGS
 QG1055
 QG1055                          STATION DESCRIPTION
 QG1055
 QG1055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1055'6.55 MI WEST FROM GREENVILLE.
 QG1055'6.55 MILES WEST ALONG STATE HIGHWAY 6 FROM THE GREENVILLE TOWN HALL,
 QG1055'29.5 FT WEST-NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 0.15
 QG1055'MILE SOUTH-SOUTHWEST OF THE SOUTH END OF A CURVE IN THE HIGHWAY,
 QG1055'0.15 MILE NORTH-NORTHEAST OF A GRAVEL ROAD LEADING EAST AND WEST,
 QG1055'75 FT WEST OF THE SOUTHERN MOST POLE OF A 2 POLE PLATFORM WITH
 QG1055'3 TRANSFORMERS AND NUMBERED 70-80-177.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1085 ***********************************************************************
 QG1085  DESIGNATION -  B 181
 QG1085  PID         -  QG1085
 QG1085  STATE/COUNTY-  ME/SOMERSET
 QG1085  USGS QUAD   -  MISERY KNOB (1988)
 QG1085
 QG1085                         *CURRENT SURVEY CONTROL
 QG1085  ___________________________________________________________________
 QG1085* NAD 83(1986)-  45 36 05.     (N)    069 55 16.     (W)     SCALED    
 QG1085* NAVD 88     -       438.745  (meters)    1439.45   (feet)  ADJUSTED  
 QG1085  ___________________________________________________________________
 QG1085  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 QG1085  DYNAMIC HT  -         438.730 (meters)    1439.40  (feet)  COMP
 QG1085  MODELED GRAV-     980,567.8   (mgal)                       NAVD 88
 QG1085
 QG1085  VERT ORDER  -  FIRST     CLASS II
 QG1085
 QG1085.The horizontal coordinates were scaled from a topographic map and have
 QG1085.an estimated accuracy of +/- 6 seconds.
 QG1085
 QG1085.The orthometric height was determined by differential leveling
 QG1085.and adjusted by the National Geodetic Survey in June 1991..
 QG1085
 QG1085.The geoid height was determined by GEOID03.
 QG1085
 QG1085.The dynamic height is computed by dividing the NAVD 88
 QG1085.geopotential number by the normal gravity value computed on the
 QG1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1085.degrees latitude (g = 980.6199 gals.).
 QG1085
 QG1085.The modeled gravity was interpolated from observed gravity values.
 QG1085
 QG1085;                    North         East    Units  Estimated Accuracy
 QG1085;SPC ME W     -   307,600.      919,160.      MT  (+/- 180 meters Scaled)
 QG1085
 QG1085                          SUPERSEDED SURVEY CONTROL
 QG1085
 QG1085.No superseded survey control is available for this station.
 QG1085
 QG1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL281501(NAD 83)
 QG1085_MARKER: DB = BENCH MARK DISK
 QG1085_SETTING: 66 = SET IN ROCK OUTCROP
 QG1085_SP_SET: ROCK OUTCROP
 QG1085_STAMPING: B 181 1978
 QG1085_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG1085+STABILITY: POSITION/ELEVATION WELL
 QG1085
 QG1085  HISTORY     - Date     Condition        Report By
 QG1085  HISTORY     - 1978     MONUMENTED       NGS
 QG1085
 QG1085                          STATION DESCRIPTION
 QG1085
 QG1085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1085'12.3 MI WEST FROM ROCKWOOD.
 QG1085'0.45 MILES NORTHWEST ALONG A PAVED ROAD FROM THE ROCWOOD POST OFFICE
 QG1085'THENCE 11.85 MILES WEST ALONG STATE HIGHWAY 6, 37.2 FT. NORTH-
 QG1085'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 0.05 MILES WEST-NORTHWEST
 QG1085'OF THE BEGINNING OF A CURVE AT THE CREST OF THE HILL, 14.0 FT.
 QG1085'SOUTHWEST OF A TRIANGULAR BLAZED TREE 0.4 FT. IN DIAMETER, 13.1 FT.
 QG1085'SOUTHEAST OF A TRIANGULAR BLAZED TREE 0.7 FT. IN DIAMETER, 6.4 FT.
 QG1085'SOUTH-SOUTHWEST OF A TRIANGULAR BLAZED TREE 0.5 FT. IN DIAMETER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0054 ***********************************************************************
 QH0054  DESIGNATION -  B 182
 QH0054  PID         -  QH0054
 QH0054  STATE/COUNTY-  ME/SOMERSET
 QH0054  USGS QUAD   -  HEALD POND (1989)
 QH0054
 QH0054                         *CURRENT SURVEY CONTROL
 QH0054  ___________________________________________________________________
 QH0054* NAD 83(1986)-  45 37 42.     (N)    070 12 39.     (W)     SCALED    
 QH0054* NAVD 88     -       370.978  (meters)    1217.12   (feet)  ADJUSTED  
 QH0054  ___________________________________________________________________
 QH0054  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 QH0054  DYNAMIC HT  -         370.961 (meters)    1217.06  (feet)  COMP
 QH0054  MODELED GRAV-     980,560.9   (mgal)                       NAVD 88
 QH0054
 QH0054  VERT ORDER  -  FIRST     CLASS II
 QH0054
 QH0054.The horizontal coordinates were scaled from a topographic map and have
 QH0054.an estimated accuracy of +/- 6 seconds.
 QH0054
 QH0054.The orthometric height was determined by differential leveling
 QH0054.and adjusted by the National Geodetic Survey in June 1991..
 QH0054
 QH0054.The geoid height was determined by GEOID03.
 QH0054
 QH0054.The dynamic height is computed by dividing the NAVD 88
 QH0054.geopotential number by the normal gravity value computed on the
 QH0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QH0054.degrees latitude (g = 980.6199 gals.).
 QH0054
 QH0054.The modeled gravity was interpolated from observed gravity values.
 QH0054
 QH0054;                    North         East    Units  Estimated Accuracy
 QH0054;SPC ME W     -   310,560.      896,560.      MT  (+/- 180 meters Scaled)
 QH0054
 QH0054                          SUPERSEDED SURVEY CONTROL
 QH0054
 QH0054.No superseded survey control is available for this station.
 QH0054
 QH0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL056534(NAD 83)
 QH0054_MARKER: DB = BENCH MARK DISK
 QH0054_SETTING: 66 = SET IN ROCK OUTCROP
 QH0054_SP_SET: ROCK OUTCROP
 QH0054_STAMPING: B 182 1978
 QH0054_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QH0054+STABILITY: POSITION/ELEVATION WELL
 QH0054
 QH0054  HISTORY     - Date     Condition        Report By
 QH0054  HISTORY     - 1978     MONUMENTED       NGS
 QH0054
 QH0054                          STATION DESCRIPTION
 QH0054
 QH0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QH0054'2.3 MI EAST FROM JACKMAN.
 QH0054'0.5 MILES SOUTHEAST ALONG STATE HIGHWAY 6 FROM ITS JUNCTION WITH THE
 QH0054'CANADIAN PACIFIC RAILROAD AT JACKMAN THENCE 1.8 MILES EAST ALONG
 QH0054'STATE HIGHWAY 6, 25.5 FT. SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 QH0054'46.5 FT. WEST OF THE CENTER LINE OF THE GRAVEL DRIVE LEADING SOUTH
 QH0054'TO A WOOD FRAME HOUSE OWNED BY THE GILBERTS, 41.0 FT. EAST OF POWER
 QH0054'POLE 41 WITH A STREET LIGHT AND A TRANSFORMER, SOUTH AND ACROSS THE
 QH0054'HIGHWAY FROM A GRAVEL DRIVE LEADING NORTH TO A TWO STORY WOOD FRAME
 QH0054'HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1125 ***********************************************************************
 QG1125  DESIGNATION -  B 183
 QG1125  PID         -  QG1125
 QG1125  STATE/COUNTY-  ME/PISCATAQUIS
 QG1125  USGS QUAD   -  MILO NORTH (1988)
 QG1125
 QG1125                         *CURRENT SURVEY CONTROL
 QG1125  ___________________________________________________________________
 QG1125* NAD 83(1986)-  45 16 04.     (N)    068 57 06.     (W)     SCALED    
 QG1125* NAVD 88     -        84.583  (meters)     277.50   (feet)  ADJUSTED  
 QG1125  ___________________________________________________________________
 QG1125  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 QG1125  DYNAMIC HT  -          84.582 (meters)     277.50  (feet)  COMP
 QG1125  MODELED GRAV-     980,601.3   (mgal)                       NAVD 88
 QG1125
 QG1125  VERT ORDER  -  FIRST     CLASS II
 QG1125
 QG1125.The horizontal coordinates were scaled from a topographic map and have
 QG1125.an estimated accuracy of +/- 6 seconds.
 QG1125
 QG1125.The orthometric height was determined by differential leveling
 QG1125.and adjusted by the National Geodetic Survey in June 1991..
 QG1125
 QG1125.The geoid height was determined by GEOID03.
 QG1125
 QG1125.The dynamic height is computed by dividing the NAVD 88
 QG1125.geopotential number by the normal gravity value computed on the
 QG1125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1125.degrees latitude (g = 980.6199 gals.).
 QG1125
 QG1125.The modeled gravity was interpolated from observed gravity values.
 QG1125
 QG1125;                    North         East    Units  Estimated Accuracy
 QG1125;SPC ME E     -   178,000.      264,560.      MT  (+/- 180 meters Scaled)
 QG1125
 QG1125                          SUPERSEDED SURVEY CONTROL
 QG1125
 QG1125.No superseded survey control is available for this station.
 QG1125
 QG1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL037126(NAD 83)
 QG1125_MARKER: DB = BENCH MARK DISK
 QG1125_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QG1125_SP_SET: STAINLESS STEEL ROD
 QG1125_STAMPING: B 183 1978
 QG1125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG1125
 QG1125  HISTORY     - Date     Condition        Report By
 QG1125  HISTORY     - 1978     MONUMENTED       NGS
 QG1125
 QG1125                          STATION DESCRIPTION
 QG1125
 QG1125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1125'2.0 MI EAST FROM MILO.
 QG1125'2.05 MILES EAST ALONG OLD STATE HIGHWAY 16 FROM THE POST OFFICE AT
 QG1125'MILO, 58.0 FT. EAST SOUTHEAST FROM THE APPROXIMATE CENTER LINE OF A
 QG1125'DRIVEWAY LEADING NORTHERLY FROM THE HIGHWAY TO A WOOD FRAME HOUSE,
 QG1125'15.5 FT. NORTH NORTHEAST FROM THE CENTER LINE OF THE HIGHWAY, 2.5 FT.
 QG1125'SOUTHWEST FROM A POWER POLE WITH A TRANSFORMER ATTACHED, 2.8 FT.
 QG1125'NORTHEAST FROM THE WEST END OF A ROW OF WOODEN GUARD POSTS WITH CABLES
 QG1125'ATTACHED, AND ON THE OUTSIDE OF A CURVE. THE DISK IS 9 INCHES BELOW
 QG1125'THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW
 QG1125'PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1151 ***********************************************************************
 QG1151  DESIGNATION -  B 184
 QG1151  PID         -  QG1151
 QG1151  STATE/COUNTY-  ME/PENOBSCOT
 QG1151  USGS QUAD   -  SEBOEIS (1988)
 QG1151
 QG1151                         *CURRENT SURVEY CONTROL
 QG1151  ___________________________________________________________________
 QG1151* NAD 83(1986)-  45 21 06.     (N)    068 42 30.     (W)     SCALED    
 QG1151* NAVD 88     -        59.535  (meters)     195.32   (feet)  ADJUSTED  
 QG1151  ___________________________________________________________________
 QG1151  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 QG1151  DYNAMIC HT  -          59.535 (meters)     195.32  (feet)  COMP
 QG1151  MODELED GRAV-     980,621.8   (mgal)                       NAVD 88
 QG1151
 QG1151  VERT ORDER  -  FIRST     CLASS II
 QG1151
 QG1151.The horizontal coordinates were scaled from a topographic map and have
 QG1151.an estimated accuracy of +/- 6 seconds.
 QG1151
 QG1151.The orthometric height was determined by differential leveling
 QG1151.and adjusted by the National Geodetic Survey in June 1991..
 QG1151
 QG1151.The geoid height was determined by GEOID03.
 QG1151
 QG1151.The dynamic height is computed by dividing the NAVD 88
 QG1151.geopotential number by the normal gravity value computed on the
 QG1151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1151.degrees latitude (g = 980.6199 gals.).
 QG1151
 QG1151.The modeled gravity was interpolated from observed gravity values.
 QG1151
 QG1151;                    North         East    Units  Estimated Accuracy
 QG1151;SPC ME E     -   187,240.      283,680.      MT  (+/- 180 meters Scaled)
 QG1151
 QG1151                          SUPERSEDED SURVEY CONTROL
 QG1151
 QG1151.No superseded survey control is available for this station.
 QG1151
 QG1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL228220(NAD 83)
 QG1151_MARKER: DB = BENCH MARK DISK
 QG1151_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QG1151_SP_SET: BRIDGE ABUTMENT
 QG1151_STAMPING: B 184 1978
 QG1151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG1151
 QG1151  HISTORY     - Date     Condition        Report By
 QG1151  HISTORY     - 1978     MONUMENTED       NGS
 QG1151
 QG1151                          STATION DESCRIPTION
 QG1151
 QG1151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1151'8.9 MI NW FROM HOWLAND.
 QG1151'2.2 MILES WEST ALONG STATE HIGHWAY 116 FROM THE NORTH END OF THE
 QG1151'STATE HIGHWAY 116 BRIDGE ACROSS THE PISCATAQUIS RIVER AT HOWLAND TO
 QG1151'THE Y-JUNCTION OF OLD STATE HIGHWAY 16, THENCE 1.5 MILES WEST ALONG
 QG1151'OLD STATE HIGHWAY 16 TO A PAVED ROAD LEADING NORTH, THENCE 5.2 MILES
 QG1151'NORTH ALONG A PAVED ROAD TO A BRIDGE CROSSING THE SEBOEIS STREAM,
 QG1151'11.8 FT. WEST OF THE CENTER LINE OF THE ROAD, DISK IS SET IN TOP OF
 QG1151'THE SOUTHWEST ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0068 ***********************************************************************
 SF0068  DESIGNATION -  B 185
 SF0068  PID         -  SF0068
 SF0068  STATE/COUNTY-  ME/AROOSTOOK
 SF0068  USGS QUAD   -  EAGLE LAKE (1985)
 SF0068
 SF0068                         *CURRENT SURVEY CONTROL
 SF0068  ___________________________________________________________________
 SF0068* NAD 83(1986)-  47 04 32.     (N)    068 36 10.     (W)     SCALED    
 SF0068* NAVD 88     -       201.304  (meters)     660.44   (feet)  ADJUSTED  
 SF0068  ___________________________________________________________________
 SF0068  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 SF0068  DYNAMIC HT  -         201.330 (meters)     660.53  (feet)  COMP
 SF0068  MODELED GRAV-     980,738.1   (mgal)                       NAVD 88
 SF0068
 SF0068  VERT ORDER  -  FIRST     CLASS II
 SF0068
 SF0068.The horizontal coordinates were scaled from a topographic map and have
 SF0068.an estimated accuracy of +/- 6 seconds.
 SF0068
 SF0068.The orthometric height was determined by differential leveling
 SF0068.and adjusted by the National Geodetic Survey in June 1991..
 SF0068
 SF0068.The geoid height was determined by GEOID03.
 SF0068
 SF0068.The dynamic height is computed by dividing the NAVD 88
 SF0068.geopotential number by the normal gravity value computed on the
 SF0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0068.degrees latitude (g = 980.6199 gals.).
 SF0068
 SF0068.The modeled gravity was interpolated from observed gravity values.
 SF0068
 SF0068;                    North         East    Units  Estimated Accuracy
 SF0068;SPC ME E     -   378,830.      292,200.      MT  (+/- 180 meters Scaled)
 SF0068
 SF0068                          SUPERSEDED SURVEY CONTROL
 SF0068
 SF0068.No superseded survey control is available for this station.
 SF0068
 SF0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN301136(NAD 83)
 SF0068_MARKER: DB = BENCH MARK DISK
 SF0068_SETTING: 66 = SET IN ROCK OUTCROP
 SF0068_SP_SET: ROCK OUTCROP
 SF0068_STAMPING: B 185 1978
 SF0068_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SF0068+STABILITY: POSITION/ELEVATION WELL
 SF0068
 SF0068  HISTORY     - Date     Condition        Report By
 SF0068  HISTORY     - 1978     MONUMENTED       NGS
 SF0068
 SF0068                          STATION DESCRIPTION
 SF0068
 SF0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 SF0068'3.25 MI NORTH FROM EAGLE LAKE.
 SF0068'3.25 MILES NORTH ALONG STATE HIGHWAY 11 FROM ST. MARYS CHURCH AT
 SF0068'EAGLE LAKE, AT A 15.0 FT. BANKM 46.1 FT. NORTHWEST OF THE CENTER LINE
 SF0068'OF THE HIGHWAY, 40.5 FT. NORTH OF A POWER POLE WITH A BRACE POLE,
 SF0068'18.4 FT. SOUTHEAST OF A 9-INCH FIR TREE, IN THE TOP OF A 2 BY 3-FT.
 SF0068'ROCK OUTCROP AT THE HIGHEST POINT OF THE BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0475 ***********************************************************************
 RF0475  DESIGNATION -  B 186
 RF0475  PID         -  RF0475
 RF0475  STATE/COUNTY-  ME/AROOSTOOK
 RF0475  USGS QUAD   -  PORTAGE LAKE EAST (1986)
 RF0475
 RF0475                         *CURRENT SURVEY CONTROL
 RF0475  ___________________________________________________________________
 RF0475* NAD 83(1986)-  46 50 48.     (N)    068 29 16.     (W)     SCALED    
 RF0475* NAVD 88     -       194.608  (meters)     638.48   (feet)  ADJUSTED  
 RF0475  ___________________________________________________________________
 RF0475  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 RF0475  DYNAMIC HT  -         194.631 (meters)     638.55  (feet)  COMP
 RF0475  MODELED GRAV-     980,726.6   (mgal)                       NAVD 88
 RF0475
 RF0475  VERT ORDER  -  FIRST     CLASS II
 RF0475
 RF0475.The horizontal coordinates were scaled from a topographic map and have
 RF0475.an estimated accuracy of +/- 6 seconds.
 RF0475
 RF0475.The orthometric height was determined by differential leveling
 RF0475.and adjusted by the National Geodetic Survey in June 1991..
 RF0475
 RF0475.The geoid height was determined by GEOID03.
 RF0475
 RF0475.The dynamic height is computed by dividing the NAVD 88
 RF0475.geopotential number by the normal gravity value computed on the
 RF0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0475.degrees latitude (g = 980.6199 gals.).
 RF0475
 RF0475.The modeled gravity was interpolated from observed gravity values.
 RF0475
 RF0475;                    North         East    Units  Estimated Accuracy
 RF0475;SPC ME E     -   353,380.      300,930.      MT  (+/- 180 meters Scaled)
 RF0475
 RF0475                          SUPERSEDED SURVEY CONTROL
 RF0475
 RF0475.No superseded survey control is available for this station.
 RF0475
 RF0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM390882(NAD 83)
 RF0475_MARKER: DB = BENCH MARK DISK
 RF0475_SETTING: 66 = SET IN ROCK OUTCROP
 RF0475_SP_SET: ROCK OUTCROP
 RF0475_STAMPING: B 186 1978
 RF0475_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0475+STABILITY: POSITION/ELEVATION WELL
 RF0475
 RF0475  HISTORY     - Date     Condition        Report By
 RF0475  HISTORY     - 1978     MONUMENTED       NGS
 RF0475
 RF0475                          STATION DESCRIPTION
 RF0475
 RF0475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0475'6.55 MI NORTH FROM PORTAGE.
 RF0475'6.55 MILES NORTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT
 RF0475'PORTAGE, 0.1 MILE NORTHWEST OF THE T JUNCTION OF WOODS ROAD 6376
 RF0475'LEADING NORTHEAST, 45.9 FT. NORTHEAST OF THE CENTER LINE OF THE
 RF0475'HIGHWAY, 9.8 FT. SOUTHWEST OF A 10 INCH TRIANGLE BLAZED PINE TREE, IN
 RF0475'THE TOP OF A 2 BY 2 FT. OUTCROP, 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0555 ***********************************************************************
 RF0555  DESIGNATION -  B 187
 RF0555  PID         -  RF0555
 RF0555  STATE/COUNTY-  ME/AROOSTOOK
 RF0555  USGS QUAD   -  ASHLAND (1986)
 RF0555
 RF0555                         *CURRENT SURVEY CONTROL
 RF0555  ___________________________________________________________________
 RF0555* NAD 83(1986)-  46 37 30.     (N)    068 24 58.     (W)     SCALED    
 RF0555* NAVD 88     -       187.702  (meters)     615.82   (feet)  ADJUSTED  
 RF0555  ___________________________________________________________________
 RF0555  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 RF0555  DYNAMIC HT  -         187.720 (meters)     615.88  (feet)  COMP
 RF0555  MODELED GRAV-     980,705.6   (mgal)                       NAVD 88
 RF0555
 RF0555  VERT ORDER  -  FIRST     CLASS II
 RF0555
 RF0555.The horizontal coordinates were scaled from a topographic map and have
 RF0555.an estimated accuracy of +/- 6 seconds.
 RF0555
 RF0555.The orthometric height was determined by differential leveling
 RF0555.and adjusted by the National Geodetic Survey in June 1991..
 RF0555
 RF0555.The geoid height was determined by GEOID03.
 RF0555
 RF0555.The dynamic height is computed by dividing the NAVD 88
 RF0555.geopotential number by the normal gravity value computed on the
 RF0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0555.degrees latitude (g = 980.6199 gals.).
 RF0555
 RF0555.The modeled gravity was interpolated from observed gravity values.
 RF0555
 RF0555;                    North         East    Units  Estimated Accuracy
 RF0555;SPC ME E     -   328,740.      306,420.      MT  (+/- 180 meters Scaled)
 RF0555
 RF0555                          SUPERSEDED SURVEY CONTROL
 RF0555
 RF0555.No superseded survey control is available for this station.
 RF0555
 RF0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM447636(NAD 83)
 RF0555_MARKER: DB = BENCH MARK DISK
 RF0555_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RF0555_SP_SET: STAINLESS STEEL ROD
 RF0555_STAMPING: B 187 1978
 RF0555_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0555
 RF0555  HISTORY     - Date     Condition        Report By
 RF0555  HISTORY     - 1978     MONUMENTED       NGS
 RF0555
 RF0555                          STATION DESCRIPTION
 RF0555
 RF0555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0555'1.15 MI WEST FROM ASHLAND.
 RF0555'0.65 MILE NORTHWEST ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT
 RF0555'ASHLAND, THENCE 0.5 MILE SOUTH ALONG THE BANGOR AND AROOSTOOK
 RF0555'RAILROAD, AT THE NORTH END OF A SIDING, 101.0 FEET UP A STEEP BANK
 RF0555'AND EAST OF THE EAST RAIL OF THE MAIN TRACK, 46.2 FEET EAST OF THE
 RF0555'CENTER LINE OF A DIRT ROAD, 14.1 FEET NORTHEAST OF THE NORTH END
 RF0555'OF A 20-FT. CONCRETE RETAINING WALL FOR THE SIDING, 2.9 FEET
 RF0555'WEST OF POWER POLE NUMBER 11. THE DISK IS 3 INCHES BELOW GROUND,
 RF0555'ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1180 ***********************************************************************
 QG1180  DESIGNATION -  B 187 X
 QG1180  PID         -  QG1180
 QG1180  STATE/COUNTY-  ME/AROOSTOOK
 QG1180  USGS QUAD   -  REED POND (1988)
 QG1180
 QG1180                         *CURRENT SURVEY CONTROL
 QG1180  ___________________________________________________________________
 QG1180* NAD 83(1986)-  45 38 39.     (N)    068 14 22.     (W)     SCALED    
 QG1180* NAVD 88     -       124.572  (meters)     408.70   (feet)  ADJUSTED  
 QG1180  ___________________________________________________________________
 QG1180  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 QG1180  DYNAMIC HT  -         124.573 (meters)     408.70  (feet)  COMP
 QG1180  MODELED GRAV-     980,628.7   (mgal)                       NAVD 88
 QG1180  OBS GRAVITY -     980,631.8   (mgal)                       GRAV_OBS
 QG1180
 QG1180  VERT ORDER  -  FIRST     CLASS II
 QG1180
 QG1180.The horizontal coordinates were scaled from a topographic map and have
 QG1180.an estimated accuracy of +/- 6 seconds.
 QG1180
 QG1180.The orthometric height was determined by differential leveling
 QG1180.and adjusted by the National Geodetic Survey in June 1991..
 QG1180
 QG1180.The geoid height was determined by GEOID03.
 QG1180
 QG1180.The dynamic height is computed by dividing the NAVD 88
 QG1180.geopotential number by the normal gravity value computed on the
 QG1180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1180.degrees latitude (g = 980.6199 gals.).
 QG1180
 QG1180.The modeled gravity was interpolated from observed gravity values.
 QG1180.The observed gravity was obtained from relative gravimeter ties
 QG1180.to the IGSN71 gravity network.
 QG1180
 QG1180;                    North         East    Units  Estimated Accuracy
 QG1180;SPC ME E     -   219,760.      320,310.      MT  (+/- 180 meters Scaled)
 QG1180
 QG1180                          SUPERSEDED SURVEY CONTROL
 QG1180
 QG1180.No superseded survey control is available for this station.
 QG1180
 QG1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL592547(NAD 83)
 QG1180_MARKER: DB = BENCH MARK DISK
 QG1180_SETTING: 66 = SET IN ROCK OUTCROP
 QG1180_SP_SET: ROCK OUTCROP
 QG1180_STAMPING: B 187 X 1978
 QG1180_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG1180+STABILITY: POSITION/ELEVATION WELL
 QG1180
 QG1180  HISTORY     - Date     Condition        Report By
 QG1180  HISTORY     - 1978     MONUMENTED       NGS
 QG1180  HISTORY     - 1982     GOOD             NGS
 QG1180
 QG1180                          STATION DESCRIPTION
 QG1180
 QG1180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1180'1.5 MI NE FROM MACWAHOC.
 QG1180'1.5 MILES NORTHEAST ALONG U.S. HIGHWAY 2A FROM ITS JUNCTION WITH
 QG1180'U.S. HIGHWAY 2 AT MACWAHOC, 101.1 FT. EAST OF THE EAST STEEL BEAM
 QG1180'OF A STEEL BEAM AND CABLE GUARD RAIL ON NORTH SIDE OF HIGHWAY, 84.1
 QG1180'FT. WEST OF TELEPHONE POLE 184, 32.2 FT. NORTH OF CENTER LINE OF
 QG1180'HIGHWAY, 19.9 FT. SOUTHEAST OF A TRIANGLE BLAZED 9 INCH PINE TREE.
 QG1180'DISK IS SET IN TOP OF A 14 FT. LONG ROCK CUT 70 YDS. WEST OF THE
 QG1180'CREST OF A HILL.
 QG1180
 QG1180                          STATION RECOVERY (1982)
 QG1180
 QG1180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QG1180'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0388 ***********************************************************************
 RF0388  DESIGNATION -  B 188
 RF0388  PID         -  RF0388
 RF0388  STATE/COUNTY-  ME/AROOSTOOK
 RF0388  USGS QUAD   -  MOOSELEUK LAKE (1985)
 RF0388
 RF0388                         *CURRENT SURVEY CONTROL
 RF0388  ___________________________________________________________________
 RF0388* NAD 83(1986)-  46 36 54.     (N)    068 56 54.     (W)     SCALED    
 RF0388* NAVD 88     -       314.480  (meters)    1031.76   (feet)  ADJUSTED  
 RF0388  ___________________________________________________________________
 RF0388  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 RF0388  DYNAMIC HT  -         314.501 (meters)    1031.83  (feet)  COMP
 RF0388  MODELED GRAV-     980,672.5   (mgal)                       NAVD 88
 RF0388
 RF0388  VERT ORDER  -  FIRST     CLASS II
 RF0388
 RF0388.The horizontal coordinates were scaled from a topographic map and have
 RF0388.an estimated accuracy of +/- 6 seconds.
 RF0388
 RF0388.The orthometric height was determined by differential leveling
 RF0388.and adjusted by the National Geodetic Survey in June 1991..
 RF0388
 RF0388.The geoid height was determined by GEOID03.
 RF0388
 RF0388.The dynamic height is computed by dividing the NAVD 88
 RF0388.geopotential number by the normal gravity value computed on the
 RF0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0388.degrees latitude (g = 980.6199 gals.).
 RF0388
 RF0388.The modeled gravity was interpolated from observed gravity values.
 RF0388
 RF0388;                    North         East    Units  Estimated Accuracy
 RF0388;SPC ME E     -   327,730.      265,660.      MT  (+/- 180 meters Scaled)
 RF0388
 RF0388                          SUPERSEDED SURVEY CONTROL
 RF0388
 RF0388.No superseded survey control is available for this station.
 RF0388
 RF0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM039623(NAD 83)
 RF0388_MARKER: DB = BENCH MARK DISK
 RF0388_SETTING: 66 = SET IN ROCK OUTCROP
 RF0388_SP_SET: OUTCROP
 RF0388_STAMPING: B 188 1978
 RF0388_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0388+STABILITY: POSITION/ELEVATION WELL
 RF0388
 RF0388  HISTORY     - Date     Condition        Report By
 RF0388  HISTORY     - 1978     MONUMENTED       NGS
 RF0388
 RF0388                          STATION DESCRIPTION
 RF0388
 RF0388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0388'26.2 MI WEST FROM SIX MILE CHECK POINT.
 RF0388'10.85 MILES WEST ALONG AMERICAN REALTY ROAD FROM SIX MILE CHECK POINT,
 RF0388'THENCE 15.3 MILES WEST ALONG THE MAIN TRAVELED GRAVEL ROAD, 0.6 MILE
 RF0388'SOUTHWEST OF MILE MARKER 32, AT A SMALL CLEARING, 32.4 FEET NORTH OF
 RF0388'THE CENTER LINE, IN THE TOP OF A 3 BY 4-FT. OUTCROP 2 FEET ABOVE
 RF0388'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0449 ***********************************************************************
 RF0449  DESIGNATION -  B 189
 RF0449  PID         -  RF0449
 RF0449  STATE/COUNTY-  ME/AROOSTOOK
 RF0449  USGS QUAD   -  EASTMAN BROOK (1986)
 RF0449
 RF0449                         *CURRENT SURVEY CONTROL
 RF0449  ___________________________________________________________________
 RF0449* NAD 83(1986)-  46 35 57.     (N)    069 58 14.     (W)     SCALED    
 RF0449* NAVD 88     -       335.235  (meters)    1099.85   (feet)  ADJUSTED  
 RF0449  ___________________________________________________________________
 RF0449  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 RF0449  DYNAMIC HT  -         335.244 (meters)    1099.88  (feet)  COMP
 RF0449  MODELED GRAV-     980,632.8   (mgal)                       NAVD 88
 RF0449
 RF0449  VERT ORDER  -  FIRST     CLASS II
 RF0449
 RF0449.The horizontal coordinates were scaled from a topographic map and have
 RF0449.an estimated accuracy of +/- 6 seconds.
 RF0449
 RF0449.The orthometric height was determined by differential leveling
 RF0449.and adjusted by the National Geodetic Survey in June 1991..
 RF0449
 RF0449.The geoid height was determined by GEOID03.
 RF0449
 RF0449.The dynamic height is computed by dividing the NAVD 88
 RF0449.geopotential number by the normal gravity value computed on the
 RF0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0449.degrees latitude (g = 980.6199 gals.).
 RF0449
 RF0449.The modeled gravity was interpolated from observed gravity values.
 RF0449
 RF0449;                    North         East    Units  Estimated Accuracy
 RF0449;SPC ME E     -   326,920.      187,330.      MT  (+/- 180 meters Scaled)
 RF0449
 RF0449                          SUPERSEDED SURVEY CONTROL
 RF0449
 RF0449.No superseded survey control is available for this station.
 RF0449
 RF0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM256610(NAD 83)
 RF0449_MARKER: DB = BENCH MARK DISK
 RF0449_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RF0449_SP_SET: STAINLESS STEEL ROD
 RF0449_STAMPING: B 189 1978
 RF0449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0449
 RF0449  HISTORY     - Date     Condition        Report By
 RF0449  HISTORY     - 1978     MONUMENTED       NGS
 RF0449
 RF0449                          STATION DESCRIPTION
 RF0449
 RF0449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0449'2.1 MI EAST FROM DAAQUAM.
 RF0449'2.1 MILES EAST ALONG THE MAIN TRAVELED GRAVEL ROAD FROM THE U.S.
 RF0449'CUSTOMS OFFICE AT DAAQUAM, 0.5 MILE EAST OF THE EAST END OF A
 RF0449'BRIDGE OVER THE NORTHWEST BRANCH OF THE ST. JOHN RIVER, AT A GROUP
 RF0449'OF THREE WHITE BIRCH TREES, 35.0 FEET SOUTH OF THE CENTER LINE OF
 RF0449'THE ROAD, 125.0 FEET EAST OF THE SOUTH END OF A 16-INCH METAL PIPE
 RF0449'CULVERT, 19.6 FEET WEST OF A 9-INCH WHITE BIRCH. THE DISK IS 1-INCH
 RF0449'BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0584 ***********************************************************************
 PE0584  DESIGNATION -  B 19
 PE0584  PID         -  PE0584
 PE0584  STATE/COUNTY-  ME/WALDO
 PE0584  USGS QUAD   -  BUCKSPORT (1982)
 PE0584
 PE0584                         *CURRENT SURVEY CONTROL
 PE0584  ___________________________________________________________________
 PE0584* NAD 83(1986)-  44 31 54.     (N)    068 50 16.     (W)     SCALED    
 PE0584* NAVD 88     -        29.269  (meters)      96.03   (feet)  ADJUSTED  
 PE0584  ___________________________________________________________________
 PE0584  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 PE0584  DYNAMIC HT  -          29.267 (meters)      96.02  (feet)  COMP
 PE0584  MODELED GRAV-     980,540.4   (mgal)                       NAVD 88
 PE0584
 PE0584  VERT ORDER  -  SECOND    CLASS 0
 PE0584
 PE0584.The horizontal coordinates were scaled from a topographic map and have
 PE0584.an estimated accuracy of +/- 6 seconds.
 PE0584
 PE0584.The orthometric height was determined by differential leveling
 PE0584.and adjusted by the National Geodetic Survey in June 1991..
 PE0584
 PE0584.The geoid height was determined by GEOID03.
 PE0584
 PE0584.The dynamic height is computed by dividing the NAVD 88
 PE0584.geopotential number by the normal gravity value computed on the
 PE0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0584.degrees latitude (g = 980.6199 gals.).
 PE0584
 PE0584.The modeled gravity was interpolated from observed gravity values.
 PE0584
 PE0584;                    North         East    Units  Estimated Accuracy
 PE0584;SPC ME E     -    96,160.      273,150.      MT  (+/- 180 meters Scaled)
 PE0584
 PE0584                          SUPERSEDED SURVEY CONTROL
 PE0584
 PE0584  NGVD 29 (??/??/92)   29.489  (m)           96.75   (f) ADJ UNCH    2 0
 PE0584
 PE0584.Superseded values are not recommended for survey control.
 PE0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0584.See file dsdata.txt to determine how the superseded data were derived.
 PE0584
 PE0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK128309(NAD 83)
 PE0584_MARKER: DB = BENCH MARK DISK
 PE0584_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE0584_SP_SET: BOULDER
 PE0584_STAMPING: 96.748 B 19 1933
 PE0584_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0584
 PE0584  HISTORY     - Date     Condition        Report By
 PE0584  HISTORY     - 1933     MONUMENTED       CGS
 PE0584  HISTORY     - 1934     GOOD             NGS
 PE0584  HISTORY     - 1972     GOOD             MEHD
 PE0584
 PE0584                          STATION DESCRIPTION
 PE0584
 PE0584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PE0584'1.8 MI S FROM PROSPECT.
 PE0584'1.8 MILES SOUTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM THE
 PE0584'STATION AT PROSPECT, WALDO COUNTY, AT MILEAGE 9.29, 160 FEET
 PE0584'SOUTH OF A DIRT-ROAD CROSSING, 50 FEET WEST OF THE CENTERLINE
 PE0584'OF THE TRACK, IN THE TOP OF A 9- BY 12-FOOT BOULDER, AND 3 FEET
 PE0584'ABOVE THE GROUND.  A STANDARD DISK, STAMPED 96.748 B 19 933.
 PE0584
 PE0584                          STATION RECOVERY (1972)
 PE0584
 PE0584'RECOVERY NOTE BY MAINE HIGHWAY DEPARTMENT (NOW MEDT) 1972
 PE0584'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0504 ***********************************************************************
 RF0504  DESIGNATION -  B 190
 RF0504  PID         -  RF0504
 RF0504  STATE/COUNTY-  ME/AROOSTOOK
 RF0504  USGS QUAD   -  SMYRNA MILLS (1986)
 RF0504
 RF0504                         *CURRENT SURVEY CONTROL
 RF0504  ___________________________________________________________________
 RF0504* NAD 83(1986)-  46 08 02.     (N)    068 10 32.     (W)     SCALED    
 RF0504* NAVD 88     -       195.603  (meters)     641.74   (feet)  ADJUSTED  
 RF0504  ___________________________________________________________________
 RF0504  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 RF0504  DYNAMIC HT  -         195.610 (meters)     641.76  (feet)  COMP
 RF0504  MODELED GRAV-     980,649.1   (mgal)                       NAVD 88
 RF0504
 RF0504  VERT ORDER  -  FIRST     CLASS II
 RF0504
 RF0504.The horizontal coordinates were scaled from a topographic map and have
 RF0504.an estimated accuracy of +/- 6 seconds.
 RF0504
 RF0504.The orthometric height was determined by differential leveling
 RF0504.and adjusted by the National Geodetic Survey in June 1991..
 RF0504
 RF0504.The geoid height was determined by GEOID03.
 RF0504
 RF0504.The dynamic height is computed by dividing the NAVD 88
 RF0504.geopotential number by the normal gravity value computed on the
 RF0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0504.degrees latitude (g = 980.6199 gals.).
 RF0504
 RF0504.The modeled gravity was interpolated from observed gravity values.
 RF0504
 RF0504;                    North         East    Units  Estimated Accuracy
 RF0504;SPC ME E     -   274,210.      325,070.      MT  (+/- 180 meters Scaled)
 RF0504
 RF0504                          SUPERSEDED SURVEY CONTROL
 RF0504
 RF0504.No superseded survey control is available for this station.
 RF0504
 RF0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM636092(NAD 83)
 RF0504_MARKER: DB = BENCH MARK DISK
 RF0504_SETTING: 66 = SET IN ROCK OUTCROP
 RF0504_SP_SET: OUTCROP
 RF0504_STAMPING: B 190 1978
 RF0504_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0504+STABILITY: POSITION/ELEVATION WELL
 RF0504
 RF0504  HISTORY     - Date     Condition        Report By
 RF0504  HISTORY     - 1978     MONUMENTED       NGS
 RF0504
 RF0504                          STATION DESCRIPTION
 RF0504
 RF0504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0504'0.55 MI NW FROM SMYRNA MILLS.
 RF0504'0.55 MILE NORTHWEST ALONG STATE HIGHWAY 212 FROM THE JUNCTION OF
 RF0504'U.S. HIGHWAY 2 AT SMYRNA MILLS, 0.3 MILE SOUTHEAST OF THE MAIN
 RF0504'ENTRANCE TO A SMALL CEMETERY, INSIDE AND AT THE SOUTHEAST END OF
 RF0504'A CURVE, AT THE T-JUNCTION OF A DRIVEWAY LEADING NORTH TO A SMALL
 RF0504'ONE STORY HOUSE, 41.1 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 RF0504'21.9 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 46.2
 RF0504'FEET NORTHEAST OF POWER POLE NUMBER 21 2 27, 10.0 FEET WEST OF THE
 RF0504'CENTER LINE OF THE DRIVEWAY, IN THE TOP OF A SLOPING 5 BY 3-FT.
 RF0504'SHALE OUTCROP FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0299 ***********************************************************************
 QF0299  DESIGNATION -  B 191
 QF0299  PID         -  QF0299
 QF0299  STATE/COUNTY-  ME/AROOSTOOK
 QF0299  USGS QUAD   -  JIMMEY MOUNTAIN (1988)
 QF0299
 QF0299                         *CURRENT SURVEY CONTROL
 QF0299  ___________________________________________________________________
 QF0299* NAD 83(1986)-  45 40 37.     (N)    067 53 03.     (W)     SCALED    
 QF0299* NAVD 88     -       128.626  (meters)     422.00   (feet)  ADJUSTED  
 QF0299  ___________________________________________________________________
 QF0299  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 QF0299  DYNAMIC HT  -         128.628 (meters)     422.01  (feet)  COMP
 QF0299  MODELED GRAV-     980,627.0   (mgal)                       NAVD 88
 QF0299
 QF0299  VERT ORDER  -  FIRST     CLASS II
 QF0299
 QF0299.The horizontal coordinates were scaled from a topographic map and have
 QF0299.an estimated accuracy of +/- 6 seconds.
 QF0299
 QF0299.The orthometric height was determined by differential leveling
 QF0299.and adjusted by the National Geodetic Survey in June 1991..
 QF0299
 QF0299.The geoid height was determined by GEOID03.
 QF0299
 QF0299.The dynamic height is computed by dividing the NAVD 88
 QF0299.geopotential number by the normal gravity value computed on the
 QF0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0299.degrees latitude (g = 980.6199 gals.).
 QF0299
 QF0299.The modeled gravity was interpolated from observed gravity values.
 QF0299
 QF0299;                    North         East    Units  Estimated Accuracy
 QF0299;SPC ME E     -   223,560.      347,980.      MT  (+/- 180 meters Scaled)
 QF0299
 QF0299                          SUPERSEDED SURVEY CONTROL
 QF0299
 QF0299.No superseded survey control is available for this station.
 QF0299
 QF0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL869587(NAD 83)
 QF0299_MARKER: DB = BENCH MARK DISK
 QF0299_SETTING: 66 = SET IN ROCK OUTCROP
 QF0299_SP_SET: ROCK CUT
 QF0299_STAMPING: B 191 1978
 QF0299_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0299+STABILITY: POSITION/ELEVATION WELL
 QF0299
 QF0299  HISTORY     - Date     Condition        Report By
 QF0299  HISTORY     - 1978     MONUMENTED       NGS
 QF0299
 QF0299                          STATION DESCRIPTION
 QF0299
 QF0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0299'1.6 MI SE FROM DANFORTH.
 QF0299'0.1 MILE NORTH ALONG MAIN STREET FROM THE TOWN HALL AT DANFORTH,
 QF0299'THENCE 1.5 MILES NORTHWEST ALONG BANCROFT ROAD, 74.9 FEET EAST
 QF0299'OF AND ACROSS THE ROAD FROM POWER POLE, 28.8 FEET NORTHEAST OF
 QF0299'THE CENTER LINE OF ROAD, IN THE TOP OF A ROCK CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0215 ***********************************************************************
 QF0215  DESIGNATION -  B 192
 QF0215  PID         -  QF0215
 QF0215  STATE/COUNTY-  ME/AROOSTOOK
 QF0215  USGS QUAD   -  DANFORTH (1988)
 QF0215
 QF0215                         *CURRENT SURVEY CONTROL
 QF0215  ___________________________________________________________________
 QF0215* NAD 83(1986)-  45 41 09.     (N)    067 51 26.     (W)     SCALED    
 QF0215* NAVD 88     -       224.217  (meters)     735.62   (feet)  ADJUSTED  
 QF0215  ___________________________________________________________________
 QF0215  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 QF0215  DYNAMIC HT  -         224.219 (meters)     735.63  (feet)  COMP
 QF0215  MODELED GRAV-     980,620.7   (mgal)                       NAVD 88
 QF0215
 QF0215  VERT ORDER  -  FIRST     CLASS II
 QF0215
 QF0215.The horizontal coordinates were scaled from a topographic map and have
 QF0215.an estimated accuracy of +/- 6 seconds.
 QF0215
 QF0215.The orthometric height was determined by differential leveling
 QF0215.and adjusted by the National Geodetic Survey in June 1991..
 QF0215
 QF0215.The geoid height was determined by GEOID03.
 QF0215
 QF0215.The dynamic height is computed by dividing the NAVD 88
 QF0215.geopotential number by the normal gravity value computed on the
 QF0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0215.degrees latitude (g = 980.6199 gals.).
 QF0215
 QF0215.The modeled gravity was interpolated from observed gravity values.
 QF0215
 QF0215;                    North         East    Units  Estimated Accuracy
 QF0215;SPC ME E     -   224,560.      350,070.      MT  (+/- 180 meters Scaled)
 QF0215
 QF0215                          SUPERSEDED SURVEY CONTROL
 QF0215
 QF0215.No superseded survey control is available for this station.
 QF0215
 QF0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL889597(NAD 83)
 QF0215_MARKER: DB = BENCH MARK DISK
 QF0215_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QF0215_SP_SET: STAINLESS STEEL ROD
 QF0215_STAMPING: B 192 1978
 QF0215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QF0215
 QF0215  HISTORY     - Date     Condition        Report By
 QF0215  HISTORY     - 1978     MONUMENTED       NGS
 QF0215
 QF0215                          STATION DESCRIPTION
 QF0215
 QF0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0215'2.0 MI NORTH FROM DANFORTH.
 QF0215'0.1 MILES NORHEAST ALONG DEPOT STREET FROM THE TOWN HALL AT DANFORTH
 QF0215'AT THE JUNCTION OF U.S. HIGHWAY 1, THENCE 1.9 MILES NORTH ALONG U.S.
 QF0215'HIGHWAY 1, 108.2 FEET EAT-SOUTHEAST OF AND ACROSS THE HIGHWAY FROM THE
 QF0215'SOUTHEAST CORNER OF A TWO STORY, WOOD FRAME HOUSE BELONGING TO E. NEAL
 QF0215'38.0 FEET EAST OF CENTER LINE OF HIGHWAY, 3.6 FEET EAST OF POWER
 QF0215'POLE 4O1610 WITH ONE GUY WIRE TO GROUND AND ONE TRANSFORMER, THE DISK
 QF0215'IS 3 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH
 QF0215'PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0266 ***********************************************************************
 QF0266  DESIGNATION -  B 194
 QF0266  PID         -  QF0266
 QF0266  STATE/COUNTY-  ME/WASHINGTON
 QF0266  USGS QUAD   -  TOMAH MOUNTAIN (1988)
 QF0266
 QF0266                         *CURRENT SURVEY CONTROL
 QF0266  ___________________________________________________________________
 QF0266* NAD 83(1986)-  45 22 56.     (N)    067 42 49.     (W)     SCALED    
 QF0266* NAVD 88     -       132.062  (meters)     433.27   (feet)  ADJUSTED  
 QF0266  ___________________________________________________________________
 QF0266  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 QF0266  DYNAMIC HT  -         132.061 (meters)     433.27  (feet)  COMP
 QF0266  MODELED GRAV-     980,606.3   (mgal)                       NAVD 88
 QF0266
 QF0266  VERT ORDER  -  FIRST     CLASS II
 QF0266
 QF0266.The horizontal coordinates were scaled from a topographic map and have
 QF0266.an estimated accuracy of +/- 6 seconds.
 QF0266
 QF0266.The orthometric height was determined by differential leveling
 QF0266.and adjusted by the National Geodetic Survey in June 1991..
 QF0266
 QF0266.The geoid height was determined by GEOID03.
 QF0266
 QF0266.The dynamic height is computed by dividing the NAVD 88
 QF0266.geopotential number by the normal gravity value computed on the
 QF0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0266.degrees latitude (g = 980.6199 gals.).
 QF0266
 QF0266.The modeled gravity was interpolated from observed gravity values.
 QF0266
 QF0266;                    North         East    Units  Estimated Accuracy
 QF0266;SPC ME E     -   190,920.      361,580.      MT  (+/- 180 meters Scaled)
 QF0266
 QF0266                          SUPERSEDED SURVEY CONTROL
 QF0266
 QF0266.No superseded survey control is available for this station.
 QF0266
 QF0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL007262(NAD 83)
 QF0266_MARKER: DB = BENCH MARK DISK
 QF0266_SETTING: 66 = SET IN ROCK OUTCROP
 QF0266_SP_SET: OUTCROP
 QF0266_STAMPING: B 194 1978
 QF0266_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0266+STABILITY: POSITION/ELEVATION WELL
 QF0266
 QF0266  HISTORY     - Date     Condition        Report By
 QF0266  HISTORY     - 1978     MONUMENTED       NGS
 QF0266
 QF0266                          STATION DESCRIPTION
 QF0266
 QF0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0266'2.9 MI SOUTH FROM TOPSFIELD.
 QF0266'2.9 MILES SOUTH ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 QF0266'TOPSFIELD, 146.0 FEET SOUTH OF A POWER POLE, 134.4 FEET SOUTHEAST
 QF0266'OF AND ACROSS THE HIGHWAY FROM TELEPHONE POLE NUMBER 533, 40.3
 QF0266'FEET EAST OF THE CENTER LINE OF HIGHWAY, 11.6 FEET WEST OF A
 QF0266'TRIANGULAR BLAZED 5-INCH PINE TREE. DISK IS SET IN A 3 BY 4-FT
 QF0266'OUTCROP. ALSO 3.1 MILES NORTH ALONG U.S. HIGHWAY 1 FROM THE POST
 QF0266'OFFICE AT WAITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0510 ***********************************************************************
 RF0510  DESIGNATION -  B 195
 RF0510  PID         -  RF0510
 RF0510  STATE/COUNTY-  ME/AROOSTOOK
 RF0510  USGS QUAD   -  KNOWLES CORNER (1986)
 RF0510
 RF0510                         *CURRENT SURVEY CONTROL
 RF0510  ___________________________________________________________________
 RF0510* NAD 83(1986)-  46 11 18.     (N)    068 15 14.     (W)     SCALED    
 RF0510* NAVD 88     -       318.002  (meters)    1043.31   (feet)  ADJUSTED  
 RF0510  ___________________________________________________________________
 RF0510  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 RF0510  DYNAMIC HT  -         318.012 (meters)    1043.34  (feet)  COMP
 RF0510  MODELED GRAV-     980,636.6   (mgal)                       NAVD 88
 RF0510
 RF0510  VERT ORDER  -  FIRST     CLASS II
 RF0510
 RF0510.The horizontal coordinates were scaled from a topographic map and have
 RF0510.an estimated accuracy of +/- 6 seconds.
 RF0510
 RF0510.The orthometric height was determined by differential leveling
 RF0510.and adjusted by the National Geodetic Survey in June 1991..
 RF0510
 RF0510.The geoid height was determined by GEOID03.
 RF0510
 RF0510.The dynamic height is computed by dividing the NAVD 88
 RF0510.geopotential number by the normal gravity value computed on the
 RF0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0510.degrees latitude (g = 980.6199 gals.).
 RF0510
 RF0510.The modeled gravity was interpolated from observed gravity values.
 RF0510
 RF0510;                    North         East    Units  Estimated Accuracy
 RF0510;SPC ME E     -   280,240.      319,000.      MT  (+/- 180 meters Scaled)
 RF0510
 RF0510                          SUPERSEDED SURVEY CONTROL
 RF0510
 RF0510.No superseded survey control is available for this station.
 RF0510
 RF0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM575152(NAD 83)
 RF0510_MARKER: DB = BENCH MARK DISK
 RF0510_SETTING: 66 = SET IN ROCK OUTCROP
 RF0510_SP_SET: OUTCROP
 RF0510_STAMPING: B 195 1978
 RF0510_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0510+STABILITY: POSITION/ELEVATION WELL
 RF0510
 RF0510  HISTORY     - Date     Condition        Report By
 RF0510  HISTORY     - 1978     MONUMENTED       NGS
 RF0510
 RF0510                          STATION DESCRIPTION
 RF0510
 RF0510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0510'6.2 MI NW FROM SMYRNA MILLS.
 RF0510'6.2 MILES NORTHWEST ALONG STATE HIGHWAY 212 FROM THE JUNCTION OF
 RF0510'U.S. HIGHWAY 2 AT SMYRNA MILLS, 2.3 MILES NORTHWEST OF THE Y-
 RF0510'JUNCTION OF ROAD 5035 LEADING WEST, 0.2 MILE NORTHWEST OF A
 RF0510'2-STORY WOODEN HOUSE, 80.3 FEET NORTHEAST OF THE CENTER LINE OF
 RF0510'THE HIGHWAY, 72.9 FEET EAST OF THE NORTHEAST END OF A 19-INCH
 RF0510'METAL PIPE CULVERT, 102.0 FEET SOUTH OF A 12-INCH TREE, IN THE
 RF0510'TOP OF THE SOUTHEAST END OF A 4 BY 7-FT. OUTCROP 1-FT. ABOVE
 RF0510'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0719 ***********************************************************************
 PF0719  DESIGNATION -  B 196
 PF0719  PID         -  PF0719
 PF0719  STATE/COUNTY-  ME/ANDROSCOGGIN
 PF0719  USGS QUAD   -  MINOT (1981)
 PF0719
 PF0719                         *CURRENT SURVEY CONTROL
 PF0719  ___________________________________________________________________
 PF0719* NAD 83(1986)-  44 01 15.     (N)    070 15 48.     (W)     SCALED    
 PF0719* NAVD 88     -        72.509  (meters)     237.89   (feet)  ADJUSTED  
 PF0719  ___________________________________________________________________
 PF0719  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 PF0719  DYNAMIC HT  -          72.500 (meters)     237.86  (feet)  COMP
 PF0719  MODELED GRAV-     980,497.9   (mgal)                       NAVD 88
 PF0719  OBS GRAVITY -     980,501.5   (mgal)                       GRAV_OBS
 PF0719
 PF0719  VERT ORDER  -  FIRST     CLASS II
 PF0719
 PF0719.The horizontal coordinates were scaled from a topographic map and have
 PF0719.an estimated accuracy of +/- 6 seconds.
 PF0719
 PF0719.The orthometric height was determined by differential leveling
 PF0719.and adjusted by the National Geodetic Survey in June 1991..
 PF0719
 PF0719.The geoid height was determined by GEOID03.
 PF0719
 PF0719.The dynamic height is computed by dividing the NAVD 88
 PF0719.geopotential number by the normal gravity value computed on the
 PF0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0719.degrees latitude (g = 980.6199 gals.).
 PF0719
 PF0719.The modeled gravity was interpolated from observed gravity values.
 PF0719.The observed gravity was obtained from relative gravimeter ties
 PF0719.to the IGSN71 gravity network.
 PF0719
 PF0719;                    North         East    Units  Estimated Accuracy
 PF0719;SPC ME W     -   131,930.      892,250.      MT  (+/- 180 meters Scaled)
 PF0719
 PF0719                          SUPERSEDED SURVEY CONTROL
 PF0719
 PF0719.No superseded survey control is available for this station.
 PF0719
 PF0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ987749(NAD 83)
 PF0719_MARKER: DB = BENCH MARK DISK
 PF0719_SETTING: 66 = SET IN ROCK OUTCROP
 PF0719_SP_SET: OUTCROP
 PF0719_STAMPING: B 196 1978
 PF0719_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PF0719+STABILITY: POSITION/ELEVATION WELL
 PF0719
 PF0719  HISTORY     - Date     Condition        Report By
 PF0719  HISTORY     - 1978     MONUMENTED       NGS
 PF0719  HISTORY     - 1982     GOOD             NGS
 PF0719
 PF0719                          STATION DESCRIPTION
 PF0719
 PF0719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PF0719'0.15 MI SE FROM DANVILLE.
 PF0719'0.15 MILE SOUTHEAST ALONG DUNLOP ROAD FROM THE MAINE CENTRAL RAILROAD
 PF0719'STATION AT DANVILLE JUNCTION, ABOUT 400 FT. EAST OF AND ABOUT 40 FT.
 PF0719'ABOVE THE RAILROAD TRACKS, ABOUT 180 FT. SOUTHEAST OF THE SOUTHEAST
 PF0719'FACE OF THE DANVILLE VOLUNTEER FIRE DEPARTMENT BUILDING, SET IN THE
 PF0719'TOP OF A LOW 10 BY 6-FT. GRANITE OUTCROP ALONG THE EAST EDGE OF THE
 PF0719'UPPERMOST OF TWO DRIVEWAYS LEADING TO A ONE-STORY RESIDENCE, 129 FT.
 PF0719'NORTH-NORTHEAST OF A FIRE HYDRANT, 39.5 FT. NORTHEAST OF THE NORTHEAST
 PF0719'CORNER OF THE RESIDENCE, 7 FT. EAST OF THE EAST EDGE OF THE DRIVEWAY.
 PF0719'THIS MARK HAS BEEN DESIGNATED A BASIC NET A LEVEL LINE JUNCTION MARK.
 PF0719
 PF0719                          STATION RECOVERY (1982)
 PF0719
 PF0719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 PF0719'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0542 ***********************************************************************
 RF0542  DESIGNATION -  B 197
 RF0542  PID         -  RF0542
 RF0542  STATE/COUNTY-  ME/AROOSTOOK
 RF0542  USGS QUAD   -  OXBOW EAST (1986)
 RF0542
 RF0542                         *CURRENT SURVEY CONTROL
 RF0542  ___________________________________________________________________
 RF0542* NAD 83(1986)-  46 28 12.     (N)    068 23 16.     (W)     SCALED    
 RF0542* NAVD 88     -       223.127  (meters)     732.04   (feet)  ADJUSTED  
 RF0542  ___________________________________________________________________
 RF0542  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 RF0542  DYNAMIC HT  -         223.142 (meters)     732.09  (feet)  COMP
 RF0542  MODELED GRAV-     980,678.8   (mgal)                       NAVD 88
 RF0542
 RF0542  VERT ORDER  -  FIRST     CLASS II
 RF0542
 RF0542.The horizontal coordinates were scaled from a topographic map and have
 RF0542.an estimated accuracy of +/- 6 seconds.
 RF0542
 RF0542.The orthometric height was determined by differential leveling
 RF0542.and adjusted by the National Geodetic Survey in June 1991..
 RF0542
 RF0542.The geoid height was determined by GEOID03.
 RF0542
 RF0542.The dynamic height is computed by dividing the NAVD 88
 RF0542.geopotential number by the normal gravity value computed on the
 RF0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0542.degrees latitude (g = 980.6199 gals.).
 RF0542
 RF0542.The modeled gravity was interpolated from observed gravity values.
 RF0542
 RF0542;                    North         East    Units  Estimated Accuracy
 RF0542;SPC ME E     -   311,520.      308,620.      MT  (+/- 180 meters Scaled)
 RF0542
 RF0542                          SUPERSEDED SURVEY CONTROL
 RF0542
 RF0542.No superseded survey control is available for this station.
 RF0542
 RF0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM470464(NAD 83)
 RF0542_MARKER: DB = BENCH MARK DISK
 RF0542_SETTING: 66 = SET IN ROCK OUTCROP
 RF0542_SP_SET: OUTCROP
 RF0542_STAMPING: B 197 1978
 RF0542_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0542+STABILITY: POSITION/ELEVATION WELL
 RF0542
 RF0542  HISTORY     - Date     Condition        Report By
 RF0542  HISTORY     - 1978     MONUMENTED       NGS
 RF0542
 RF0542                          STATION DESCRIPTION
 RF0542
 RF0542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0542'2.4 MI SOUTH FROM MASARDIS.
 RF0542'2.4 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE CONCRETE BRIDGE
 RF0542'OVER THE ST. CROIX STREAM AT MASARDIS, AT THE MASARDIS TOWN LINE
 RF0542'T9 R5, 46.9 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 56.2
 RF0542'FEET SOUTHWEST OF POWER POLE NUMBER 746, 55.0 FEET SOUTHEAST OF A
 RF0542'6 BY 6-INCH WOODEN TOWN LINE POST, IN THE TOP OF THE HIGHEST
 RF0542'POINT OF THE NORTH END OF A PROMINENT ROCK OUTCROP 1 FOOT ABOVE
 RF0542'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0489 ***********************************************************************
 PD0489  DESIGNATION -  B 198
 PD0489  PID         -  PD0489
 PD0489  STATE/COUNTY-  ME/WASHINGTON
 PD0489  USGS QUAD   -  CUTLER (1993)
 PD0489
 PD0489                         *CURRENT SURVEY CONTROL
 PD0489  ___________________________________________________________________
 PD0489* NAD 83(1986)-  44 39 47.     (N)    067 14 15.     (W)     SCALED    
 PD0489* NAVD 88     -        32.250  (meters)     105.81   (feet)  ADJUSTED  
 PD0489  ___________________________________________________________________
 PD0489  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 PD0489  DYNAMIC HT  -          32.250 (meters)     105.81  (feet)  COMP
 PD0489  MODELED GRAV-     980,616.6   (mgal)                       NAVD 88
 PD0489  OBS GRAVITY -     980,615.4   (mgal)                       GRAV_OBS
 PD0489
 PD0489  VERT ORDER  -  FIRST     CLASS II
 PD0489
 PD0489.The horizontal coordinates were scaled from a topographic map and have
 PD0489.an estimated accuracy of +/- 6 seconds.
 PD0489
 PD0489.The orthometric height was determined by differential leveling
 PD0489.and adjusted by the National Geodetic Survey in June 1991..
 PD0489
 PD0489.The geoid height was determined by GEOID03.
 PD0489
 PD0489.The dynamic height is computed by dividing the NAVD 88
 PD0489.geopotential number by the normal gravity value computed on the
 PD0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0489.degrees latitude (g = 980.6199 gals.).
 PD0489
 PD0489.The modeled gravity was interpolated from observed gravity values.
 PD0489.The observed gravity was obtained from relative gravimeter ties
 PD0489.to the IGSN71 gravity network.
 PD0489
 PD0489;                    North         East    Units  Estimated Accuracy
 PD0489;SPC ME E     -   111,480.      400,120.      MT  (+/- 180 meters Scaled)
 PD0489
 PD0489                          SUPERSEDED SURVEY CONTROL
 PD0489
 PD0489.No superseded survey control is available for this station.
 PD0489
 PD0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK397470(NAD 83)
 PD0489_MARKER: DB = BENCH MARK DISK
 PD0489_SETTING: 66 = SET IN ROCK OUTCROP
 PD0489_SP_SET: LEDGE
 PD0489_STAMPING: B 198 1978
 PD0489_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0489+STABILITY: POSITION/ELEVATION WELL
 PD0489
 PD0489  HISTORY     - Date     Condition        Report By
 PD0489  HISTORY     - 1978     MONUMENTED       NGS
 PD0489  HISTORY     - 1982     GOOD             NGS
 PD0489
 PD0489                          STATION DESCRIPTION
 PD0489
 PD0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PD0489'1.8 MI NW FROM CUTLER.
 PD0489'1.8 MILES NORTHWEST ALONG STATE HIGHWAY 191 FROM THE POST OFFICE
 PD0489'AT CUTLER, 0.3 MILE NORTHWEST OF THE Y-JUNCTION OF A PAVED ROAD
 PD0489'LEADING SOUTHWEST, ABOUT 0.05 MILE NORTHWEST OF THE CREST OF A
 PD0489'HILL, 26.8 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 4.8
 PD0489'FEET NORTH OF A 6-INCH TRIANGULAR BLAZED FIR TREE, IN THE TOP OF
 PD0489'THE SOUTHEAST CORNER OF A PROMINENT LEDGE, 3 FEET ABOVE GROUND.
 PD0489
 PD0489                          STATION RECOVERY (1982)
 PD0489
 PD0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 PD0489'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0703 ***********************************************************************
 QG0703  DESIGNATION -  B 2
 QG0703  PID         -  QG0703
 QG0703  STATE/COUNTY-  ME/PISCATAQUIS
 QG0703  USGS QUAD   -  SEBEC LAKE EAST (1988)
 QG0703
 QG0703                         *CURRENT SURVEY CONTROL
 QG0703  ___________________________________________________________________
 QG0703* NAD 83(1986)-  45 21 47.     (N)    069 14 42.     (W)     SCALED    
 QG0703* NAVD 88     -       226.539  (meters)     743.24   (feet)  ADJUSTED  
 QG0703  ___________________________________________________________________
 QG0703  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 QG0703  DYNAMIC HT  -         226.533 (meters)     743.22  (feet)  COMP
 QG0703  MODELED GRAV-     980,583.8   (mgal)                       NAVD 88
 QG0703
 QG0703  VERT ORDER  -  FIRST     CLASS II
 QG0703
 QG0703.The horizontal coordinates were scaled from a topographic map and have
 QG0703.an estimated accuracy of +/- 6 seconds.
 QG0703
 QG0703.The orthometric height was determined by differential leveling
 QG0703.and adjusted by the National Geodetic Survey in June 1991..
 QG0703
 QG0703.The geoid height was determined by GEOID03.
 QG0703
 QG0703.The dynamic height is computed by dividing the NAVD 88
 QG0703.geopotential number by the normal gravity value computed on the
 QG0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0703.degrees latitude (g = 980.6199 gals.).
 QG0703
 QG0703.The modeled gravity was interpolated from observed gravity values.
 QG0703
 QG0703;                    North         East    Units  Estimated Accuracy
 QG0703;SPC ME E     -   188,760.      241,640.      MT  (+/- 180 meters Scaled)
 QG0703
 QG0703                          SUPERSEDED SURVEY CONTROL
 QG0703
 QG0703  NGVD 29 (??/??/92)  226.711  (m)          743.80   (f) ADJ UNCH    1 2
 QG0703
 QG0703.Superseded values are not recommended for survey control.
 QG0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0703.See file dsdata.txt to determine how the superseded data were derived.
 QG0703
 QG0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL808233(NAD 83)
 QG0703_MARKER: DB = BENCH MARK DISK
 QG0703_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QG0703_SP_SET: CULVERT
 QG0703_STAMPING: B 2 1916
 QG0703_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG0703
 QG0703  HISTORY     - Date     Condition        Report By
 QG0703  HISTORY     - 1916     MONUMENTED       CGS
 QG0703
 QG0703                          STATION DESCRIPTION
 QG0703
 QG0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1916
 QG0703'0.6 MI E FROM RAY.
 QG0703'0.6 MILES EAST ALONG THE CANADIAN PACIFIC RAILWAY FROM RAY,
 QG0703'PISCATAQUIS COUNTY, 17 POLES SOUTHEAST OF MILEPOST 11, 1/2 POLE
 QG0703'SOUTHEAST OF CONCRETE CULVERT AT MILEAGE 10.57 ABOUT 17 YARD
 QG0703'NORTHEAST OF THE CENTER LINE OF THE TRACK, IN THE TOP OF A
 QG0703'6-BY 6-BY FOOT TRIANGULAR SHAPED FLAT BOULDER, ABOUT 2 FEET
 QG0703'ABOVE THE GROUND SURFACE.  A STANDARD DISK.  STAMPED, B 2 1916.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1756 ***********************************************************************
 OC1756  DESIGNATION -  B 2 BLAIR 1941
 OC1756  PID         -  OC1756
 OC1756  STATE/COUNTY-  ME/CUMBERLAND
 OC1756  USGS QUAD   -  PORTLAND EAST (1975)
 OC1756
 OC1756                         *CURRENT SURVEY CONTROL
 OC1756  ___________________________________________________________________
 OC1756* NAD 83(1996)-  43 38 44.33933(N)    070 11 31.93604(W)     ADJUSTED  
 OC1756* NAVD 88     -        34.     (meters)     112.     (feet)  SCALED    
 OC1756  ___________________________________________________________________
 OC1756  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 OC1756  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 OC1756
 OC1756  HORZ ORDER  -  THIRD
 OC1756
 OC1756.The horizontal coordinates were established by classical geodetic methods
 OC1756.and adjusted by the National Geodetic Survey in March 1998..
 OC1756
 OC1756.The orthometric height was scaled from a topographic map.
 OC1756
 OC1756.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1756
 OC1756.The geoid height was determined by GEOID03.
 OC1756
 OC1756;                    North         East     Units Scale Factor Converg.
 OC1756;SPC ME W     -    90,243.562   897,939.629   MT  0.99996672   -0 01 03.5
 OC1756;UTM  19      - 4,833,207.662   403,848.691   MT  0.99971371   -0 49 22.5
 OC1756
 OC1756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1756!SPC ME W     -   0.99999879  x   0.99996672  =   0.99996551
 OC1756!UTM  19      -   0.99999879  x   0.99971371  =   0.99971250
 OC1756
 OC1756                          SUPERSEDED SURVEY CONTROL
 OC1756
 OC1756  NAD 83(1992)-  43 38 44.33752(N)    070 11 31.93689(W) AD(       ) 4
 OC1756  NAD 83(1986)-  43 38 44.34356(N)    070 11 31.94239(W) AD(       ) 4
 OC1756  NAD 27      -  43 38 44.04200(N)    070 11 33.78100(W) AD(       ) 3
 OC1756
 OC1756.Superseded values are not recommended for survey control.
 OC1756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1756.See file dsdata.txt to determine how the superseded data were derived.
 OC1756
 OC1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0384933208(NAD 83)
 OC1756
 OC1756  HISTORY     - Date     Condition        Report By
 OC1756  HISTORY     - 1941     MONUMENTED       CGS
 OC1756
 OC1756                          STATION DESCRIPTION
 OC1756
 OC1756'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1756'STATION IS LOCATED AT FORT LEVETT, ON THE MOST NE PART OF
 OC1756'CUSHING ISLAND, AT WHITEHEAD POINT.  IT IS THE CENTER OF THE
 OC1756'THIRD INSTRUMENT RIGHT (SW) LOOKING TO SEAWARD OF FOUR INSTRUMENTS
 OC1756'LOCATED IN THE COMBINE STATION.  THE COMBINE STATION IS THE
 OC1756'SEVENTH BUILDING SW OF WHITEHEAD POINT.  INSTRUMENT CENTER WAS
 OC1756'PROJECTED ON THE ROOF, THEREFORE, NO PERMANENT MARK WAS
 OC1756'ESTABLISHED.
 OC1756'
 OC1756'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1584 ***********************************************************************
 OC1584  DESIGNATION -  B 2 BOWDOIN 1941
 OC1584  PID         -  OC1584
 OC1584  STATE/COUNTY-  ME/CUMBERLAND
 OC1584  USGS QUAD   -  CAPE ELIZABETH (1975)
 OC1584
 OC1584                         *CURRENT SURVEY CONTROL
 OC1584  ___________________________________________________________________
 OC1584* NAD 83(1996)-  43 37 15.72745(N)    070 12 46.43645(W)     ADJUSTED  
 OC1584* NAVD 88     -        21.     (meters)      69.     (feet)  SCALED    
 OC1584  ___________________________________________________________________
 OC1584  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 OC1584  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 OC1584
 OC1584  HORZ ORDER  -  THIRD
 OC1584
 OC1584.The horizontal coordinates were established by classical geodetic methods
 OC1584.and adjusted by the National Geodetic Survey in March 1998..
 OC1584
 OC1584.The orthometric height was scaled from a topographic map.
 OC1584
 OC1584.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1584
 OC1584.The geoid height was determined by GEOID03.
 OC1584
 OC1584;                    North         East     Units Scale Factor Converg.
 OC1584;SPC ME W     -    87,509.588   896,268.483   MT  0.99996684   -0 01 54.8
 OC1584;UTM  19      - 4,830,498.121   402,139.724   MT  0.99971779   -0 50 12.6
 OC1584
 OC1584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1584!SPC ME W     -   1.00000083  x   0.99996684  =   0.99996767
 OC1584!UTM  19      -   1.00000083  x   0.99971779  =   0.99971862
 OC1584
 OC1584                          SUPERSEDED SURVEY CONTROL
 OC1584
 OC1584  NAD 83(1992)-  43 37 15.72567(N)    070 12 46.43743(W) AD(       ) 4
 OC1584  NAD 83(1986)-  43 37 15.73104(N)    070 12 46.44367(W) AD(       ) 4
 OC1584  NAD 27      -  43 37 15.42400(N)    070 12 48.29100(W) AD(       ) 3
 OC1584
 OC1584.Superseded values are not recommended for survey control.
 OC1584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1584.See file dsdata.txt to determine how the superseded data were derived.
 OC1584
 OC1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0214030498(NAD 83)
 OC1584
 OC1584  HISTORY     - Date     Condition        Report By
 OC1584  HISTORY     - 1941     MONUMENTED       CGS
 OC1584
 OC1584                          STATION DESCRIPTION
 OC1584
 OC1584'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1584'STATION IS LOCATED AT FORT WILLIAMS, IN THE COMBINE STATION
 OC1584'HOUSE.  IT IS THE CENTER OF THE INSTRUMENT LOCATED IN THE
 OC1584'FOURTH ROOM FROM THE RIGHT (E) LOOKING TO SEAWARD.  INSTRUMENT
 OC1584'CENTER WAS PROJECTED ON THE ROOF, THEREFORE, NO PERMANENT MARK
 OC1584'WAS ESTABLISHED.
 OC1584'
 OC1584'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1581 ***********************************************************************
 OC1581  DESIGNATION -  B 2 CHASE 1941
 OC1581  PID         -  OC1581
 OC1581  STATE/COUNTY-  ME/CUMBERLAND
 OC1581  USGS QUAD   -  CAPE ELIZABETH (1975)
 OC1581
 OC1581                         *CURRENT SURVEY CONTROL
 OC1581  ___________________________________________________________________
 OC1581* NAD 83(1996)-  43 37 16.01594(N)    070 12 46.27856(W)     ADJUSTED  
 OC1581* NAVD 88     -        21.     (meters)      69.     (feet)  SCALED    
 OC1581  ___________________________________________________________________
 OC1581  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 OC1581  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 OC1581
 OC1581  HORZ ORDER  -  THIRD
 OC1581
 OC1581.The horizontal coordinates were established by classical geodetic methods
 OC1581.and adjusted by the National Geodetic Survey in March 1998..
 OC1581
 OC1581.The orthometric height was scaled from a topographic map.
 OC1581
 OC1581.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1581
 OC1581.The geoid height was determined by GEOID03.
 OC1581
 OC1581;                    North         East     Units Scale Factor Converg.
 OC1581;SPC ME W     -    87,518.490   896,272.028   MT  0.99996684   -0 01 54.7
 OC1581;UTM  19      - 4,830,506.970   402,143.392   MT  0.99971778   -0 50 12.5
 OC1581
 OC1581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1581!SPC ME W     -   1.00000083  x   0.99996684  =   0.99996767
 OC1581!UTM  19      -   1.00000083  x   0.99971778  =   0.99971861
 OC1581
 OC1581                          SUPERSEDED SURVEY CONTROL
 OC1581
 OC1581  NAD 83(1992)-  43 37 16.01416(N)    070 12 46.27954(W) AD(       ) 4
 OC1581  NAD 83(1986)-  43 37 16.01946(N)    070 12 46.28569(W) AD(       ) 4
 OC1581  NAD 27      -  43 37 15.71200(N)    070 12 48.13300(W) AD(       ) 3
 OC1581
 OC1581.Superseded values are not recommended for survey control.
 OC1581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1581.See file dsdata.txt to determine how the superseded data were derived.
 OC1581
 OC1581_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0214330507(NAD 83)
 OC1581
 OC1581  HISTORY     - Date     Condition        Report By
 OC1581  HISTORY     - 1941     MONUMENTED       CGS
 OC1581
 OC1581                          STATION DESCRIPTION
 OC1581
 OC1581'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1581'STATION IS LOCATED AT FORT WILLIAMS, IN THE COMBINE STATION
 OC1581'HOUSE.  IT IS THE CENTER OF THE INSTRUMENT LOCATED IN THE
 OC1581'SEVENTH ROOM FROM THE RIGHT (E) LOOKING TOWARD SEAWARD.  INSTRUMENT
 OC1581'CENTER WAS PROJECTED ON THE ROOF, THEREFORE, NO PERMANENT MARK
 OC1581'WAS ESTABLISHED.
 OC1581'
 OC1581'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1758 ***********************************************************************
 OC1758  DESIGNATION -  B 2 DEHART 1941
 OC1758  PID         -  OC1758
 OC1758  STATE/COUNTY-  ME/CUMBERLAND
 OC1758  USGS QUAD   -  PORTLAND EAST (1975)
 OC1758
 OC1758                         *CURRENT SURVEY CONTROL
 OC1758  ___________________________________________________________________
 OC1758* NAD 83(1996)-  43 38 44.42400(N)    070 11 31.85280(W)     ADJUSTED  
 OC1758* NAVD 88     -        34.     (meters)     112.     (feet)  SCALED    
 OC1758  ___________________________________________________________________
 OC1758  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 OC1758  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 OC1758
 OC1758  HORZ ORDER  -  THIRD
 OC1758
 OC1758.The horizontal coordinates were established by classical geodetic methods
 OC1758.and adjusted by the National Geodetic Survey in March 1998..
 OC1758
 OC1758.The orthometric height was scaled from a topographic map.
 OC1758
 OC1758.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1758
 OC1758.The geoid height was determined by GEOID03.
 OC1758
 OC1758;                    North         East     Units Scale Factor Converg.
 OC1758;SPC ME W     -    90,246.174   897,941.495   MT  0.99996672   -0 01 03.4
 OC1758;UTM  19      - 4,833,210.248   403,850.594   MT  0.99971371   -0 49 22.4
 OC1758
 OC1758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1758!SPC ME W     -   0.99999879  x   0.99996672  =   0.99996551
 OC1758!UTM  19      -   0.99999879  x   0.99971371  =   0.99971250
 OC1758
 OC1758                          SUPERSEDED SURVEY CONTROL
 OC1758
 OC1758  NAD 83(1992)-  43 38 44.42219(N)    070 11 31.85365(W) AD(       ) 4
 OC1758  NAD 83(1986)-  43 38 44.42824(N)    070 11 31.85915(W) AD(       ) 4
 OC1758  NAD 27      -  43 38 44.12700(N)    070 11 33.69800(W) AD(       ) 3
 OC1758
 OC1758.Superseded values are not recommended for survey control.
 OC1758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1758.See file dsdata.txt to determine how the superseded data were derived.
 OC1758
 OC1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0385133210(NAD 83)
 OC1758
 OC1758  HISTORY     - Date     Condition        Report By
 OC1758  HISTORY     - 1941     MONUMENTED       CGS
 OC1758
 OC1758                          STATION DESCRIPTION
 OC1758
 OC1758'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1758'STATION IS LOCATED AT FORT LEVETT, ON THE MOST NE PART OF CUSHING
 OC1758'ISLAND, AT WHITEHEAD POINT.  IT IS THE CENTER OF THE SECOND
 OC1758'INSTRUMENT RIGHT (SW) LOOKING TO SEAWARD OF FOUR INSTRUMENTS
 OC1758'LOCATED IN THE COMBINE STATION.  THE COMBINE STATION IS THE
 OC1758'SEVENTH BUILDING SW OF WHITEHEAD POINT.  INSTRUMENT CENTER WAS
 OC1758'PROJECTED ON THE ROOF, THEREFORE, NO PERMANENT MARK WAS
 OC1758'ESTABLISHED.
 OC1758'
 OC1758'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1765 ***********************************************************************
 OC1765  DESIGNATION -  B 2 INGALLS 1941
 OC1765  PID         -  OC1765
 OC1765  STATE/COUNTY-  ME/CUMBERLAND
 OC1765  USGS QUAD   -  PORTLAND EAST (1975)
 OC1765
 OC1765                         *CURRENT SURVEY CONTROL
 OC1765  ___________________________________________________________________
 OC1765* NAD 83(1996)-  43 38 46.28440(N)    070 11 28.95288(W)     ADJUSTED  
 OC1765* NAVD 88     -        28.     (meters)      92.     (feet)  SCALED    
 OC1765  ___________________________________________________________________
 OC1765  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 OC1765  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 OC1765
 OC1765  HORZ ORDER  -  THIRD
 OC1765
 OC1765.The horizontal coordinates were established by classical geodetic methods
 OC1765.and adjusted by the National Geodetic Survey in March 1998..
 OC1765
 OC1765.The orthometric height was scaled from a topographic map.
 OC1765
 OC1765.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1765
 OC1765.The geoid height was determined by GEOID03.
 OC1765
 OC1765;                    North         East     Units Scale Factor Converg.
 OC1765;SPC ME W     -    90,303.569   898,006.502   MT  0.99996672   -0 01 01.4
 OC1765;UTM  19      - 4,833,266.709   403,916.384   MT  0.99971355   -0 49 20.5
 OC1765
 OC1765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1765!SPC ME W     -   0.99999973  x   0.99996672  =   0.99996645
 OC1765!UTM  19      -   0.99999973  x   0.99971355  =   0.99971328
 OC1765
 OC1765                          SUPERSEDED SURVEY CONTROL
 OC1765
 OC1765  NAD 83(1992)-  43 38 46.28259(N)    070 11 28.95372(W) AD(       ) 4
 OC1765  NAD 83(1986)-  43 38 46.28862(N)    070 11 28.95923(W) AD(       ) 4
 OC1765  NAD 27      -  43 38 45.98800(N)    070 11 30.79700(W) AD(       ) 3
 OC1765
 OC1765.Superseded values are not recommended for survey control.
 OC1765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1765.See file dsdata.txt to determine how the superseded data were derived.
 OC1765
 OC1765_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0391633267(NAD 83)
 OC1765
 OC1765  HISTORY     - Date     Condition        Report By
 OC1765  HISTORY     - 1941     MONUMENTED       CGS
 OC1765
 OC1765                          STATION DESCRIPTION
 OC1765
 OC1765'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1765'STATION IS LOCATED AT FORT LEVETT, ON THE MOST NE PART OF
 OC1765'CUSHING ISLAND, AT WHITEHEAD POINT.  IT IS THE INSTRUMENT CENTER
 OC1765'OF THE INSTRUMENT IN THE BUILDING NEAREST THE NE EDGE OF THE
 OC1765'ISLAND.  INSTRUMENT CENTER WAS PROJECTED ON THE ROOF, THEREFORE,
 OC1765'NO PERMANENT MARK WAS ESTABLISHED.
 OC1765'
 OC1765'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1582 ***********************************************************************
 OC1582  DESIGNATION -  B 2 KEARNEY 1941
 OC1582  PID         -  OC1582
 OC1582  STATE/COUNTY-  ME/CUMBERLAND
 OC1582  USGS QUAD   -  CAPE ELIZABETH (1975)
 OC1582
 OC1582                         *CURRENT SURVEY CONTROL
 OC1582  ___________________________________________________________________
 OC1582* NAD 83(1996)-  43 37 15.92021(N)    070 12 46.33099(W)     ADJUSTED  
 OC1582* NAVD 88     -        21.     (meters)      69.     (feet)  SCALED    
 OC1582  ___________________________________________________________________
 OC1582  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 OC1582  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 OC1582
 OC1582  HORZ ORDER  -  THIRD
 OC1582
 OC1582.The horizontal coordinates were established by classical geodetic methods
 OC1582.and adjusted by the National Geodetic Survey in March 1998..
 OC1582
 OC1582.The orthometric height was scaled from a topographic map.
 OC1582
 OC1582.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1582
 OC1582.The geoid height was determined by GEOID03.
 OC1582
 OC1582;                    North         East     Units Scale Factor Converg.
 OC1582;SPC ME W     -    87,515.536   896,270.851   MT  0.99996684   -0 01 54.7
 OC1582;UTM  19      - 4,830,504.033   402,142.174   MT  0.99971779   -0 50 12.5
 OC1582
 OC1582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1582!SPC ME W     -   1.00000083  x   0.99996684  =   0.99996767
 OC1582!UTM  19      -   1.00000083  x   0.99971779  =   0.99971862
 OC1582
 OC1582                          SUPERSEDED SURVEY CONTROL
 OC1582
 OC1582  NAD 83(1992)-  43 37 15.91843(N)    070 12 46.33197(W) AD(       ) 4
 OC1582  NAD 83(1986)-  43 37 15.92379(N)    070 12 46.33823(W) AD(       ) 4
 OC1582  NAD 27      -  43 37 15.61600(N)    070 12 48.18500(W) AD(       ) 3
 OC1582
 OC1582.Superseded values are not recommended for survey control.
 OC1582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1582.See file dsdata.txt to determine how the superseded data were derived.
 OC1582
 OC1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0214230504(NAD 83)
 OC1582
 OC1582  HISTORY     - Date     Condition        Report By
 OC1582  HISTORY     - 1941     MONUMENTED       CGS
 OC1582
 OC1582                          STATION DESCRIPTION
 OC1582
 OC1582'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1582'STATION IS LOCATED AT FORT WILLIAMS, IN THE COMBINE STATION
 OC1582'HOUSE.  IT IS THE CENTER OF THE INSTRUMENT IN THE SIXTH ROOM
 OC1582'FROM THE RIGHT (E) LOOKING TO SEAWARD.  INSTRUMENT CENTER WAS
 OC1582'PROJECTED ON THE ROOF, THEREFORE, NO PERMANENT MARK WAS
 OC1582'ESTABLISHED.
 OC1582'
 OC1582'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1585 ***********************************************************************
 OC1585  DESIGNATION -  B 2 KENDRICK 1941
 OC1585  PID         -  OC1585
 OC1585  STATE/COUNTY-  ME/CUMBERLAND
 OC1585  USGS QUAD   -  CAPE ELIZABETH (1975)
 OC1585
 OC1585                         *CURRENT SURVEY CONTROL
 OC1585  ___________________________________________________________________
 OC1585* NAD 83(1996)-  43 37 15.63165(N)    070 12 46.48886(W)     ADJUSTED  
 OC1585* NAVD 88     -        21.     (meters)      69.     (feet)  SCALED    
 OC1585  ___________________________________________________________________
 OC1585  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 OC1585  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 OC1585
 OC1585  HORZ ORDER  -  SECOND
 OC1585
 OC1585.The horizontal coordinates were established by classical geodetic methods
 OC1585.and adjusted by the National Geodetic Survey in March 1998..
 OC1585
 OC1585.The orthometric height was scaled from a topographic map.
 OC1585
 OC1585.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1585
 OC1585.The geoid height was determined by GEOID03.
 OC1585
 OC1585;                    North         East     Units Scale Factor Converg.
 OC1585;SPC ME W     -    87,506.633   896,267.307   MT  0.99996684   -0 01 54.9
 OC1585;UTM  19      - 4,830,495.183   402,138.506   MT  0.99971780   -0 50 12.6
 OC1585
 OC1585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1585!SPC ME W     -   1.00000083  x   0.99996684  =   0.99996767
 OC1585!UTM  19      -   1.00000083  x   0.99971780  =   0.99971863
 OC1585
 OC1585                          SUPERSEDED SURVEY CONTROL
 OC1585
 OC1585  NAD 83(1992)-  43 37 15.62987(N)    070 12 46.48985(W) AD(       ) 2
 OC1585  NAD 83(1986)-  43 37 15.63526(N)    070 12 46.49607(W) AD(       ) 2
 OC1585  NAD 27      -  43 37 15.32800(N)    070 12 48.34300(W) AD(       ) 2
 OC1585
 OC1585.Superseded values are not recommended for survey control.
 OC1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1585.See file dsdata.txt to determine how the superseded data were derived.
 OC1585
 OC1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0213930495(NAD 83)
 OC1585
 OC1585  HISTORY     - Date     Condition        Report By
 OC1585  HISTORY     - 1941     MONUMENTED       CGS
 OC1585
 OC1585                          STATION DESCRIPTION
 OC1585
 OC1585'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1585'STATION IS LOCATED AT FORT WILLIAMS, IN THE COMBINE STATION
 OC1585'HOUSE.  IT IS THE CENTER OF A CONCRETE BASE FOR SUPPORTING AN
 OC1585'INSTRUMENT, WHICH IS LOCATED IN THE THIRD ROOM FROM THE RIGHT
 OC1585'(E) LOOKING TO SEAWARD.  NO INSTRUMENT WAS ON THE CONCRETE BASE
 OC1585'WHEN THE SURVEY WAS PERFORMED, AUGUST 1941.  THE CENTER OF THE
 OC1585'OF THE BASE WAS PROJECTED ON THE ROOF, THEREFORE, NO PERMANENT
 OC1585'MARK WAS ESTABLISHED.
 OC1585'
 OC1585'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0111 ***********************************************************************
 QF0111  DESIGNATION -  B 20
 QF0111  PID         -  QF0111
 QF0111  STATE/COUNTY-  ME/WASHINGTON
 QF0111  USGS QUAD   -  TOMAH MOUNTAIN (1988)
 QF0111
 QF0111                         *CURRENT SURVEY CONTROL
 QF0111  ___________________________________________________________________
 QF0111* NAD 83(1986)-  45 23 53.     (N)    067 43 27.     (W)     SCALED    
 QF0111* NAVD 88     -       122.207  (meters)     400.94   (feet)  ADJUSTED  
 QF0111  ___________________________________________________________________
 QF0111  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 QF0111  DYNAMIC HT  -         122.206 (meters)     400.94  (feet)  COMP
 QF0111  MODELED GRAV-     980,607.3   (mgal)                       NAVD 88
 QF0111
 QF0111  VERT ORDER  -  SECOND    CLASS 0
 QF0111
 QF0111.The horizontal coordinates were scaled from a topographic map and have
 QF0111.an estimated accuracy of +/- 6 seconds.
 QF0111
 QF0111.The orthometric height was determined by differential leveling
 QF0111.and adjusted by the National Geodetic Survey in June 1991..
 QF0111
 QF0111.The geoid height was determined by GEOID03.
 QF0111
 QF0111.The dynamic height is computed by dividing the NAVD 88
 QF0111.geopotential number by the normal gravity value computed on the
 QF0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0111.degrees latitude (g = 980.6199 gals.).
 QF0111
 QF0111.The modeled gravity was interpolated from observed gravity values.
 QF0111
 QF0111;                    North         East    Units  Estimated Accuracy
 QF0111;SPC ME E     -   192,670.      360,740.      MT  (+/- 180 meters Scaled)
 QF0111
 QF0111                          SUPERSEDED SURVEY CONTROL
 QF0111
 QF0111  NGVD 29 (??/??/92)  122.390  (m)          401.54   (f) ADJ UNCH    2 0
 QF0111
 QF0111.Superseded values are not recommended for survey control.
 QF0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0111.See file dsdata.txt to determine how the superseded data were derived.
 QF0111
 QF0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL998279(NAD 83)
 QF0111_MARKER: DB = BENCH MARK DISK
 QF0111_SETTING: 66 = SET IN ROCK OUTCROP
 QF0111_SP_SET: ROCK PROJECTION
 QF0111_STAMPING: 401.541 B 20 1933
 QF0111_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0111+STABILITY: POSITION/ELEVATION WELL
 QF0111
 QF0111  HISTORY     - Date     Condition        Report By
 QF0111  HISTORY     - 1933     MONUMENTED       CGS
 QF0111  HISTORY     - 1978     MARK NOT FOUND   NGS
 QF0111
 QF0111                          STATION DESCRIPTION
 QF0111
 QF0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 QF0111'1.3 MI S FROM TOPSFIELD.
 QF0111'1.3 MILES SOUTH ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 QF0111'TOPSFIELD, WASHINGTON COUNTY, 185 YARDS SOUTHWEST OF A SMALL
 QF0111'FARMHOUSE, AT THE NORTH END OF A SMALL CLEARING, DIRECTLY ACROSS
 QF0111'THE HIGHWAY FROM A CALAIS 37 MILES SIGN, 12 YARDS WEST OF THE
 QF0111'CENTER LINE OF THE HIGHWAY, 4 YARDS NORTHWEST OF A POLE, IN THE
 QF0111'TOP OF A 2-1/2- BY 2-1/2-FOOT ROCK PROJECTION, AND ABOUT 1 FOOT
 QF0111'ABOVE THE GROUND.  A STANDARD DISK, STAMPED 401.541 B 20 1933.
 QF0111
 QF0111                          STATION RECOVERY (1978)
 QF0111
 QF0111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QF0111'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0238 ***********************************************************************
 QF0238  DESIGNATION -  B 200
 QF0238  PID         -  QF0238
 QF0238  STATE/COUNTY-  ME/WASHINGTON
 QF0238  USGS QUAD   -  CALAIS (1977)
 QF0238
 QF0238                         *CURRENT SURVEY CONTROL
 QF0238  ___________________________________________________________________
 QF0238* NAD 83(1986)-  45 07 47.     (N)    067 22 10.     (W)     SCALED    
 QF0238* NAVD 88     -        54.272  (meters)     178.06   (feet)  ADJUSTED  
 QF0238  ___________________________________________________________________
 QF0238  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 QF0238  DYNAMIC HT  -          54.271 (meters)     178.05  (feet)  COMP
 QF0238  MODELED GRAV-     980,604.5   (mgal)                       NAVD 88
 QF0238
 QF0238  VERT ORDER  -  FIRST     CLASS II
 QF0238
 QF0238.The horizontal coordinates were scaled from a topographic map and have
 QF0238.an estimated accuracy of +/- 6 seconds.
 QF0238
 QF0238.The orthometric height was determined by differential leveling
 QF0238.and adjusted by the National Geodetic Survey in June 1991..
 QF0238
 QF0238.The geoid height was determined by GEOID03.
 QF0238
 QF0238.The dynamic height is computed by dividing the NAVD 88
 QF0238.geopotential number by the normal gravity value computed on the
 QF0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0238.degrees latitude (g = 980.6199 gals.).
 QF0238
 QF0238.The modeled gravity was interpolated from observed gravity values.
 QF0238
 QF0238;                    North         East    Units  Estimated Accuracy
 QF0238;SPC ME E     -   163,180.      388,930.      MT  (+/- 180 meters Scaled)
 QF0238
 QF0238                          SUPERSEDED SURVEY CONTROL
 QF0238
 QF0238.No superseded survey control is available for this station.
 QF0238
 QF0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK282986(NAD 83)
 QF0238_MARKER: DB = BENCH MARK DISK
 QF0238_SETTING: 66 = SET IN ROCK OUTCROP
 QF0238_SP_SET: OUTCROP
 QF0238_STAMPING: B 200 1978
 QF0238_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0238+STABILITY: POSITION/ELEVATION WELL
 QF0238
 QF0238  HISTORY     - Date     Condition        Report By
 QF0238  HISTORY     - 1978     MONUMENTED       NGS
 QF0238
 QF0238                          STATION DESCRIPTION
 QF0238
 QF0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0238'1.9 MI SE FROM WOODLAND.
 QF0238'1.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 1 FROM ITS JUNCTION WITH
 QF0238'MAIN STREET AT WOODLAND, 65 YARDS NORTHWEST OF THE CENTER LINE OF
 QF0238'A GRAVEL DRIVEWAY LEADING SOUTHWEST, 57.1 FEET SOUTHWEST OF THE
 QF0238'CENTER LINE OF HIGHWAY, 25.1 FEET SOUTHEAST OF POWER POLE NUMBER
 QF0238'52.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0533 ***********************************************************************
 PD0533  DESIGNATION -  B 202
 PD0533  PID         -  PD0533
 PD0533  STATE/COUNTY-  ME/WASHINGTON
 PD0533  USGS QUAD   -  EASTPORT (1977)
 PD0533
 PD0533                         *CURRENT SURVEY CONTROL
 PD0533  ___________________________________________________________________
 PD0533* NAD 83(1986)-  44 57 42.     (N)    067 03 25.     (W)     SCALED    
 PD0533* NAVD 88     -        10.019  (meters)      32.87   (feet)  ADJUSTED  
 PD0533  ___________________________________________________________________
 PD0533  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 PD0533  DYNAMIC HT  -          10.019 (meters)      32.87  (feet)  COMP
 PD0533  MODELED GRAV-     980,615.1   (mgal)                       NAVD 88
 PD0533
 PD0533  VERT ORDER  -  FIRST     CLASS II
 PD0533
 PD0533.The horizontal coordinates were scaled from a topographic map and have
 PD0533.an estimated accuracy of +/- 6 seconds.
 PD0533
 PD0533.The orthometric height was determined by differential leveling
 PD0533.and adjusted by the National Geodetic Survey in June 1991..
 PD0533
 PD0533.The geoid height was determined by GEOID03.
 PD0533
 PD0533.The dynamic height is computed by dividing the NAVD 88
 PD0533.geopotential number by the normal gravity value computed on the
 PD0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0533.degrees latitude (g = 980.6199 gals.).
 PD0533
 PD0533.The modeled gravity was interpolated from observed gravity values.
 PD0533
 PD0533;                    North         East    Units  Estimated Accuracy
 PD0533;SPC ME E     -   144,900.      413,850.      MT  (+/- 180 meters Scaled)
 PD0533
 PD0533                          SUPERSEDED SURVEY CONTROL
 PD0533
 PD0533.No superseded survey control is available for this station.
 PD0533
 PD0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK532805(NAD 83)
 PD0533_MARKER: DB = BENCH MARK DISK
 PD0533_SETTING: 66 = SET IN ROCK OUTCROP
 PD0533_SP_SET: ROCK CUT
 PD0533_STAMPING: B 202 1978
 PD0533_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0533+STABILITY: POSITION/ELEVATION WELL
 PD0533
 PD0533  HISTORY     - Date     Condition        Report By
 PD0533  HISTORY     - 1978     MONUMENTED       NGS
 PD0533
 PD0533                          STATION DESCRIPTION
 PD0533
 PD0533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PD0533'1.2 MI SE FROM PERRY.
 PD0533'0.1 MILE SOUTH ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT PERRY,
 PD0533'THENCE 1.1. MILES SOUTHEAST ALONG STATE HIGHWAY 190, 127.7 FT.
 PD0533'NORTHWEST OF POWER POLE 6 20 WITH TWO GUY WIRES, 66 FT. SOUTHEAST
 PD0533'OF THE CENTER LINE OF A TRACK ROAD LEADING SOUTHWEST INTO A CLEARING,
 PD0533'37.1 FT. SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 4.3 FT.
 PD0533'SOUTHWEST OF THE NORTHEAST EDGE OF THE ROCK CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI8319 ***********************************************************************
 AI8319  DESIGNATION -  B 206
 AI8319  PID         -  AI8319
 AI8319  STATE/COUNTY-  ME/HANCOCK
 AI8319  USGS QUAD   -  CASTINE (1979)
 AI8319
 AI8319                         *CURRENT SURVEY CONTROL
 AI8319  ___________________________________________________________________
 AI8319* NAD 83(1986)-  44 28 22.     (N)    068 46 04.     (W)     SCALED    
 AI8319* NAVD 88     -        19.449  (meters)      63.81   (feet)  ADJUSTED  
 AI8319  ___________________________________________________________________
 AI8319  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 AI8319  DYNAMIC HT  -          19.448 (meters)      63.81  (feet)  COMP
 AI8319  MODELED GRAV-     980,555.3   (mgal)                       NAVD 88
 AI8319
 AI8319  VERT ORDER  -  SECOND    CLASS I
 AI8319
 AI8319.The horizontal coordinates were scaled from a topographic map and have
 AI8319.an estimated accuracy of +/- 6 seconds.
 AI8319
 AI8319.The orthometric height was determined by differential leveling
 AI8319.and adjusted by the National Geodetic Survey in July 2002..
 AI8319.No vertical observational check was made to the station.
 AI8319
 AI8319.The geoid height was determined by GEOID03.
 AI8319
 AI8319.The dynamic height is computed by dividing the NAVD 88
 AI8319.geopotential number by the normal gravity value computed on the
 AI8319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8319.degrees latitude (g = 980.6199 gals.).
 AI8319
 AI8319.The modeled gravity was interpolated from observed gravity values.
 AI8319
 AI8319;                    North         East    Units  Estimated Accuracy
 AI8319;SPC ME E     -    89,600.      278,700.      MT  (+/- 180 meters Scaled)
 AI8319
 AI8319                          SUPERSEDED SURVEY CONTROL
 AI8319
 AI8319.No superseded survey control is available for this station.
 AI8319
 AI8319_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK184244(NAD 83)
 AI8319_MARKER: DV = VERTICAL CONTROL DISK
 AI8319_SETTING: 66 = SET IN ROCK OUTCROP
 AI8319_STAMPING: B 206 2000
 AI8319_MARK LOGO: NGS   
 AI8319_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8319_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI8319+STABILITY: POSITION/ELEVATION WELL
 AI8319_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI8319+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AI8319
 AI8319  HISTORY     - Date     Condition        Report By
 AI8319  HISTORY     - 2000     MONUMENTED       NGS
 AI8319
 AI8319                          STATION DESCRIPTION
 AI8319
 AI8319'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 AI8319'12.5 KM (7.75 MI) SOUTHERLY ALONG STATE HIGHWAY 175 FROM THE POST
 AI8319'OFFICE IN ORLAND, THENCE 1.0 KM (0.60 MI) EASTERLY ALONG STATE HIGHWAY
 AI8319'175, NEAR THE CENTER OF A 3 BY 4-FOOT EXPOSED ROCK OUTCROP, 54.2 M
 AI8319'(177.8 FT) WEST OF THE CENTER OF A DRIVEWAY, 23.5 M (77.1 FT) WEST OF
 AI8319'UTILITY POLE NUMBER 9 1/2, 7.9 M (25.9 FT) SOUTH OF THE HIGHWAY
 AI8319'CENTERLINE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.3 M
 AI8319'(1.0 FT) EAST OF A WITNESS POST.  NOTE--THE MARK IS ON THE HIGHWAY
 AI8319'RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0040 ***********************************************************************
 RE0040  DESIGNATION -  B 21
 RE0040  PID         -  RE0040
 RE0040  STATE/COUNTY-  ME/AROOSTOOK
 RE0040  USGS QUAD   -  HOULTON SOUTH (1984)
 RE0040
 RE0040                         *CURRENT SURVEY CONTROL
 RE0040  ___________________________________________________________________
 RE0040* NAD 83(1986)-  46 04 35.     (N)    067 50 59.     (W)     SCALED    
 RE0040* NAVD 88     -       177.001  (meters)     580.71   (feet)  ADJUSTED  
 RE0040  ___________________________________________________________________
 RE0040  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 RE0040  DYNAMIC HT  -         177.011 (meters)     580.74  (feet)  COMP
 RE0040  MODELED GRAV-     980,666.5   (mgal)                       NAVD 88
 RE0040
 RE0040  VERT ORDER  -  FIRST     CLASS II
 RE0040
 RE0040.The horizontal coordinates were scaled from a topographic map and have
 RE0040.an estimated accuracy of +/- 6 seconds.
 RE0040
 RE0040.The orthometric height was determined by differential leveling
 RE0040.and adjusted by the National Geodetic Survey in June 1991..
 RE0040
 RE0040.The geoid height was determined by GEOID03.
 RE0040
 RE0040.The dynamic height is computed by dividing the NAVD 88
 RE0040.geopotential number by the normal gravity value computed on the
 RE0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0040.degrees latitude (g = 980.6199 gals.).
 RE0040
 RE0040.The modeled gravity was interpolated from observed gravity values.
 RE0040
 RE0040;                    North         East    Units  Estimated Accuracy
 RE0040;SPC ME E     -   267,970.      350,300.      MT  (+/- 180 meters Scaled)
 RE0040
 RE0040                          SUPERSEDED SURVEY CONTROL
 RE0040
 RE0040  NGVD 29 (??/??/92)  177.193  (m)          581.34   (f) ADJ UNCH    1 2
 RE0040
 RE0040.Superseded values are not recommended for survey control.
 RE0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0040.See file dsdata.txt to determine how the superseded data were derived.
 RE0040
 RE0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM889031(NAD 83)
 RE0040_MARKER: DB = BENCH MARK DISK
 RE0040_SETTING: 66 = SET IN ROCK OUTCROP
 RE0040_SP_SET: ROCK OUTCROP
 RE0040_STAMPING: 581.341 B 21 1933
 RE0040_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RE0040+STABILITY: POSITION/ELEVATION WELL
 RE0040
 RE0040  HISTORY     - Date     Condition        Report By
 RE0040  HISTORY     - 1933     MONUMENTED       CGS
 RE0040  HISTORY     - 1978     GOOD             NGS
 RE0040
 RE0040                          STATION DESCRIPTION
 RE0040
 RE0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 RE0040'3.5 MI S FROM HOULTON.
 RE0040'3.5 MILES SOUTH ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 RE0040'HOULTON, AROOSTOOK COUNTY, 2.5 MILES NORTH OF HOGDON CORNERS,
 RE0040'130 YARDS SOUTHWEST OF A WHITE FRAME SCHOOLHOUSE, 65 YARDS
 RE0040'NORTHEAST OF THE SOCONY SERVICE STATION (OWNED BY E.B. JONES IN
 RE0040'1933), 15 YARDS NORTHEAST OF POLE 401-150, 17 YARDS SOUTHEAST
 RE0040'OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF A ROCK OUTCROP,
 RE0040'AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK,
 RE0040'STAMPED 581.341 B 21 1933.
 RE0040
 RE0040                          STATION RECOVERY (1978)
 RE0040
 RE0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 RE0040'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0017 ***********************************************************************
 RF0017  DESIGNATION -  B 22
 RF0017  PID         -  RF0017
 RF0017  STATE/COUNTY-  ME/AROOSTOOK
 RF0017  USGS QUAD   -  PRESQUE ISLE (1984)
 RF0017
 RF0017                         *CURRENT SURVEY CONTROL
 RF0017  ___________________________________________________________________
 RF0017* NAD 83(1986)-  46 41 02.     (N)    068 00 58.     (W)     SCALED    
 RF0017* NAVD 88     -       141.768  (meters)     465.12   (feet)  ADJUSTED  
 RF0017  ___________________________________________________________________
 RF0017  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 RF0017  DYNAMIC HT  -         141.781 (meters)     465.16  (feet)  COMP
 RF0017  MODELED GRAV-     980,707.7   (mgal)                       NAVD 88
 RF0017
 RF0017  VERT ORDER  -  SECOND    CLASS 0
 RF0017
 RF0017.The horizontal coordinates were scaled from a topographic map and have
 RF0017.an estimated accuracy of +/- 6 seconds.
 RF0017
 RF0017.The orthometric height was determined by differential leveling
 RF0017.and adjusted by the National Geodetic Survey in June 1991..
 RF0017
 RF0017.The geoid height was determined by GEOID03.
 RF0017
 RF0017.The dynamic height is computed by dividing the NAVD 88
 RF0017.geopotential number by the normal gravity value computed on the
 RF0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0017.degrees latitude (g = 980.6199 gals.).
 RF0017
 RF0017.The modeled gravity was interpolated from observed gravity values.
 RF0017
 RF0017;                    North         East    Units  Estimated Accuracy
 RF0017;SPC ME E     -   335,400.      337,020.      MT  (+/- 180 meters Scaled)
 RF0017
 RF0017                          SUPERSEDED SURVEY CONTROL
 RF0017
 RF0017  NGVD 29 (??/??/92)  141.959  (m)          465.74   (f) ADJ UNCH    2 0
 RF0017
 RF0017.Superseded values are not recommended for survey control.
 RF0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0017.See file dsdata.txt to determine how the superseded data were derived.
 RF0017
 RF0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM752705(NAD 83)
 RF0017_MARKER: DB = BENCH MARK DISK
 RF0017_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RF0017_SP_SET: BUILDING
 RF0017_STAMPING: B 22 1933
 RF0017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0017
 RF0017  HISTORY     - Date     Condition        Report By
 RF0017  HISTORY     - 1933     MONUMENTED       CGS
 RF0017  HISTORY     - 1963     GOOD             NGS
 RF0017
 RF0017                          STATION DESCRIPTION
 RF0017
 RF0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 RF0017'AT PRESQUE ISLE.
 RF0017'THE STATION IS LOCATED ON CHURCH ST. APPROX. 100 YARDS FROM THE
 RF0017'INTERSECTION OF CHURCH ST. AND MAIN ST. IN THE OLDER PART OF
 RF0017'THE MUNICIPAL BUILDING OCCUPIED BY THE PRESQUE ISLE POLICE
 RF0017'DEPARTMENT IN DOWNTOWN PRESQUE ISLE.  IT IS 2 FT SE OF THE SW
 RF0017'CORNER OF THE OLD CORNER OF THE FOREHOUSE, PAINTED WHITE, AND
 RF0017'2 1/2 FT ABOVE THE GROUND.  THE MARK IS SET VERTICALLY IN A
 RF0017'BRICK WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0019 ***********************************************************************
 SF0019  DESIGNATION -  B 23
 SF0019  PID         -  SF0019
 SF0019  STATE/COUNTY-  ME/AROOSTOOK
 SF0019  USGS QUAD   -  GRAND ISLE (1986)
 SF0019
 SF0019                         *CURRENT SURVEY CONTROL
 SF0019  ___________________________________________________________________
 SF0019* NAD 83(1986)-  47 20 30.     (N)    068 13 29.     (W)     SCALED    
 SF0019* NAVD 88     -       147.282  (meters)     483.21   (feet)  ADJUSTED  
 SF0019  ___________________________________________________________________
 SF0019  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 SF0019  DYNAMIC HT  -         147.304 (meters)     483.28  (feet)  COMP
 SF0019  MODELED GRAV-     980,759.4   (mgal)                       NAVD 88
 SF0019
 SF0019  VERT ORDER  -  SECOND    CLASS 0
 SF0019
 SF0019.The horizontal coordinates were scaled from a topographic map and have
 SF0019.an estimated accuracy of +/- 6 seconds.
 SF0019
 SF0019.The orthometric height was determined by differential leveling
 SF0019.and adjusted by the National Geodetic Survey in June 1991..
 SF0019
 SF0019.The geoid height was determined by GEOID03.
 SF0019
 SF0019.The dynamic height is computed by dividing the NAVD 88
 SF0019.geopotential number by the normal gravity value computed on the
 SF0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0019.degrees latitude (g = 980.6199 gals.).
 SF0019
 SF0019.The modeled gravity was interpolated from observed gravity values.
 SF0019
 SF0019;                    North         East    Units  Estimated Accuracy
 SF0019;SPC ME E     -   408,440.      320,800.      MT  (+/- 180 meters Scaled)
 SF0019
 SF0019                          SUPERSEDED SURVEY CONTROL
 SF0019
 SF0019  NGVD 29 (??/??/92)  147.414  (m)          483.64   (f) ADJ UNCH    2 0
 SF0019
 SF0019.Superseded values are not recommended for survey control.
 SF0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0019.See file dsdata.txt to determine how the superseded data were derived.
 SF0019
 SF0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN585434(NAD 83)
 SF0019_MARKER: DB = BENCH MARK DISK
 SF0019_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SF0019_SP_SET: FOUNDATION
 SF0019_STAMPING: B 23 1933
 SF0019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SF0019
 SF0019  HISTORY     - Date     Condition        Report By
 SF0019  HISTORY     - 1933     MONUMENTED       CGS
 SF0019  HISTORY     - 1944     GOOD             NGS
 SF0019
 SF0019                          STATION DESCRIPTION
 SF0019
 SF0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SF0019'AT ST DAVID.
 SF0019'AT ST. DAVID, AROOSTOOK COUNTY, ON THE BANGOR AND AROOSTOOK
 SF0019'RAILROAD, ABOUT 300 YARDS SOUTH OF THE STATION, 12 YARDS EAST
 SF0019'OF THE CENTERLINE OF THE TRACK, AT A POTATO WAREHOUSE, IN THE
 SF0019'EAST FACE OF THE CONCRETE FOUNDATION, ONE FOOT SOUTH OF THE
 SF0019'NORTHEAST CORNER, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK.
 SF0019'A STANDARD DISK, STAMPED B 23 1933 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0812 ***********************************************************************
 QG0812  DESIGNATION -  B 24
 QG0812  PID         -  QG0812
 QG0812  STATE/COUNTY-  ME/SOMERSET
 QG0812  USGS QUAD   -  MOXIE POND (1988)
 QG0812
 QG0812                         *CURRENT SURVEY CONTROL
 QG0812  ___________________________________________________________________
 QG0812* NAD 83(1986)-  45 19 36.     (N)    069 51 33.     (W)     SCALED    
 QG0812* NAVD 88     -       302.103  (meters)     991.15   (feet)  ADJUSTED  
 QG0812  ___________________________________________________________________
 QG0812  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 QG0812  DYNAMIC HT  -         302.087 (meters)     991.10  (feet)  COMP
 QG0812  MODELED GRAV-     980,553.2   (mgal)                       NAVD 88
 QG0812
 QG0812  VERT ORDER  -  SECOND    CLASS 0
 QG0812
 QG0812.The horizontal coordinates were scaled from a topographic map and have
 QG0812.an estimated accuracy of +/- 6 seconds.
 QG0812
 QG0812.The orthometric height was determined by differential leveling
 QG0812.and adjusted by the National Geodetic Survey in June 1991..
 QG0812
 QG0812.The geoid height was determined by GEOID03.
 QG0812
 QG0812.The dynamic height is computed by dividing the NAVD 88
 QG0812.geopotential number by the normal gravity value computed on the
 QG0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0812.degrees latitude (g = 980.6199 gals.).
 QG0812
 QG0812.The modeled gravity was interpolated from observed gravity values.
 QG0812
 QG0812;                    North         East    Units  Estimated Accuracy
 QG0812;SPC ME W     -   277,080.      924,110.      MT  (+/- 180 meters Scaled)
 QG0812
 QG0812                          SUPERSEDED SURVEY CONTROL
 QG0812
 QG0812  NGVD 29 (??/??/92)  302.267  (m)          991.69   (f) ADJ UNCH    2 0
 QG0812
 QG0812.Superseded values are not recommended for survey control.
 QG0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0812.See file dsdata.txt to determine how the superseded data were derived.
 QG0812
 QG0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL326195(NAD 83)
 QG0812_MARKER: DB = BENCH MARK DISK
 QG0812_SETTING: 80 = SET IN A BOULDER
 QG0812_SP_SET: BOULDER
 QG0812_STAMPING: 991.688 B 24 1933
 QG0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0812+STABILITY: SURFACE MOTION
 QG0812
 QG0812  HISTORY     - Date     Condition        Report By
 QG0812  HISTORY     - 1933     MONUMENTED       CGS
 QG0812  HISTORY     - 1955     GOOD             NGS
 QG0812
 QG0812                          STATION DESCRIPTION
 QG0812
 QG0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 QG0812'2 MI S FROM LAKE MOXIE.
 QG0812'2.0 MILES SOUTH ALONG THE OLD ROADBED OF THE ABANDONED MAINE
 QG0812'CENTRAL RAILROAD FROM LAKE MOXIE, SOMERSET COUNTY, 20 YARDS
 QG0812'WEST OF THE CENTER LINE OF THE ROADBED, IN THE TOP OF THE LARGEST
 QG0812'AND HIGHEST OF MANY BOULDERS, AND ABOUT 8 FEET HIGHER THAN THE
 QG0812'ROADBED.  A STANDARD DISK, STAMPED 991.688 B 24 1933.  NOTE-- TO
 QG0812'REACH FROM LAKE MOXIE GO SOUTH ALONG WEST SIDE OF LAKE FOR
 QG0812'1.7 MILES TO THE BENCH MARK IN A LARGE BOULDER, 43 FEET WEST
 QG0812'OF THE CENTERLINE OF A GRAVELED ROAD.
 QG0812
 QG0812                          STATION RECOVERY (1955)
 QG0812
 QG0812'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 QG0812'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1505 ***********************************************************************
 PE1505  DESIGNATION -  B 25
 PE1505  PID         -  PE1505
 PE1505  STATE/COUNTY-  ME/SOMERSET
 PE1505  USGS QUAD   -  MADISON EAST (1989)
 PE1505
 PE1505                         *CURRENT SURVEY CONTROL
 PE1505  ___________________________________________________________________
 PE1505* NAD 83(1986)-  44 45 28.     (N)    069 51 28.     (W)     SCALED    
 PE1505* NAVD 88     -        56.718  (meters)     186.08   (feet)  ADJUSTED  
 PE1505  ___________________________________________________________________
 PE1505  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 PE1505  DYNAMIC HT  -          56.713 (meters)     186.07  (feet)  COMP
 PE1505  MODELED GRAV-     980,537.5   (mgal)                       NAVD 88
 PE1505
 PE1505  VERT ORDER  -  SECOND    CLASS 0
 PE1505
 PE1505.The horizontal coordinates were scaled from a topographic map and have
 PE1505.an estimated accuracy of +/- 6 seconds.
 PE1505
 PE1505.The orthometric height was determined by differential leveling
 PE1505.and adjusted by the National Geodetic Survey in June 1991..
 PE1505
 PE1505.The geoid height was determined by GEOID03.
 PE1505
 PE1505.The dynamic height is computed by dividing the NAVD 88
 PE1505.geopotential number by the normal gravity value computed on the
 PE1505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1505.degrees latitude (g = 980.6199 gals.).
 PE1505
 PE1505.The modeled gravity was interpolated from observed gravity values.
 PE1505
 PE1505;                    North         East    Units  Estimated Accuracy
 PE1505;SPC ME W     -   213,860.      924,460.      MT  (+/- 180 meters Scaled)
 PE1505
 PE1505                          SUPERSEDED SURVEY CONTROL
 PE1505
 PE1505  NGVD 29 (??/??/92)   56.902  (m)          186.69   (f) ADJ UNCH    2 0
 PE1505
 PE1505.Superseded values are not recommended for survey control.
 PE1505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1505.See file dsdata.txt to determine how the superseded data were derived.
 PE1505
 PE1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK321564(NAD 83)
 PE1505_MARKER: DB = BENCH MARK DISK
 PE1505_SETTING: 80 = SET IN A BOULDER
 PE1505_SP_SET: BOULDER
 PE1505_STAMPING: 186.686 B 25 1933
 PE1505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1505+STABILITY: SURFACE MOTION
 PE1505
 PE1505  HISTORY     - Date     Condition        Report By
 PE1505  HISTORY     - 1933     MONUMENTED       CGS
 PE1505  HISTORY     - 1934     GOOD             NGS
 PE1505
 PE1505                          STATION DESCRIPTION
 PE1505
 PE1505'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PE1505'3.5 MI SE FROM MADISON.
 PE1505'3.5 MILES SOUTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM
 PE1505'THE STATION AT MADISON, SOMERSET COUNTY, AT THE CROSSING OF
 PE1505'U.S. HIGHWAY 201, 4-1/2 RAILS NORTH OF THE CENTER LINE OF THE
 PE1505'HIGHWAY, 13 YARDS EAST OF THE CENTER LINE OF THE TRACK, IN THE TOP
 PE1505'OF A 4-BY 6-FOOT BOULDER PROJECTING ABOUT 2 FEET ABOVE THE GROUND,
 PE1505'AND ABOUT 2 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED
 PE1505'186.686 B 25 1933.
 PE1505
 PE1505                          STATION RECOVERY (1934)
 PE1505
 PE1505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PE1505'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0032 ***********************************************************************
 PF0032  DESIGNATION -  B 26
 PF0032  PID         -  PF0032
 PF0032  STATE/COUNTY-  ME/FRANKLIN
 PF0032  USGS QUAD   -  PHILLIPS (1984)
 PF0032
 PF0032                         *CURRENT SURVEY CONTROL
 PF0032  ___________________________________________________________________
 PF0032* NAD 83(1986)-  44 50 29.     (N)    070 20 37.     (W)     SCALED    
 PF0032* NAVD 88     -       197.829  (meters)     649.04   (feet)  ADJUSTED  
 PF0032  ___________________________________________________________________
 PF0032  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 PF0032  DYNAMIC HT  -         197.807 (meters)     648.97  (feet)  COMP
 PF0032  MODELED GRAV-     980,502.8   (mgal)                       NAVD 88
 PF0032
 PF0032  VERT ORDER  -  SECOND    CLASS 0
 PF0032
 PF0032.The horizontal coordinates were scaled from a topographic map and have
 PF0032.an estimated accuracy of +/- 6 seconds.
 PF0032
 PF0032.The orthometric height was determined by differential leveling
 PF0032.and adjusted by the National Geodetic Survey in June 1991..
 PF0032
 PF0032.The geoid height was determined by GEOID03.
 PF0032
 PF0032.The dynamic height is computed by dividing the NAVD 88
 PF0032.geopotential number by the normal gravity value computed on the
 PF0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0032.degrees latitude (g = 980.6199 gals.).
 PF0032
 PF0032.The modeled gravity was interpolated from observed gravity values.
 PF0032
 PF0032;                    North         East    Units  Estimated Accuracy
 PF0032;SPC ME W     -   223,120.      886,010.      MT  (+/- 180 meters Scaled)
 PF0032
 PF0032                          SUPERSEDED SURVEY CONTROL
 PF0032
 PF0032  NGVD 29 (??/??/92)  197.967  (m)          649.50   (f) ADJ UNCH    2 0
 PF0032
 PF0032.Superseded values are not recommended for survey control.
 PF0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0032.See file dsdata.txt to determine how the superseded data were derived.
 PF0032
 PF0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK938662(NAD 83)
 PF0032_MARKER: DB = BENCH MARK DISK
 PF0032_SETTING: 80 = SET IN A BOULDER
 PF0032_SP_SET: BOULDER
 PF0032_STAMPING: 649.497 B 26 1933
 PF0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0032+STABILITY: SURFACE MOTION
 PF0032
 PF0032  HISTORY     - Date     Condition        Report By
 PF0032  HISTORY     - 1933     MONUMENTED       CGS
 PF0032  HISTORY     - 1934     GOOD             NGS
 PF0032
 PF0032                          STATION DESCRIPTION
 PF0032
 PF0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PF0032'1.6 MI N FROM PHILLIPS.
 PF0032'1.6 MILES NORTH ALONG THE OLD ROADBED OF THE ABANDONED SANDY
 PF0032'RIVER AND RANGELEY LAKES RAILROAD FROM PHILLIPS, FRANKLIN
 PF0032'COUNTY, ABOUT 500 FEET NORTHWEST OF AN OVERHEAD HIGHWAY CROSSING
 PF0032'(TORN DOWN IN 1934), ABOUT 300 FEET NORTH OF THE NORTH END
 PF0032'OF A SMALL APPLE ORCHARD, 6 YARDS NORTH OF THE CENTER LINE
 PF0032'OF THE OLD ROADBED, IN THE TOP OF A LARGE ROUND EMBEDDED BOULDER,
 PF0032'AND ABOUT 2 FEET HIGHER THAN THE OLD ROADBED.  A STANDARD DISK,
 PF0032'STAMPED 649.497 B 26 1933.
 PF0032
 PF0032                          STATION RECOVERY (1934)
 PF0032
 PF0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PF0032'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0583 ***********************************************************************
 OC0583  DESIGNATION -  B 28
 OC0583  PID         -  OC0583
 OC0583  STATE/COUNTY-  ME/CUMBERLAND
 OC0583  USGS QUAD   -  HIRAM (1964)
 OC0583
 OC0583                         *CURRENT SURVEY CONTROL
 OC0583  ___________________________________________________________________
 OC0583* NAD 83(1986)-  43 54 21.     (N)    070 45 18.     (W)     SCALED    
 OC0583* NAVD 88     -       153.882  (meters)     504.86   (feet)  ADJUSTED  
 OC0583  ___________________________________________________________________
 OC0583  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 OC0583  DYNAMIC HT  -         153.855 (meters)     504.77  (feet)  COMP
 OC0583  MODELED GRAV-     980,443.5   (mgal)                       NAVD 88
 OC0583
 OC0583  VERT ORDER  -  SECOND    CLASS 0
 OC0583
 OC0583.The horizontal coordinates were scaled from a topographic map and have
 OC0583.an estimated accuracy of +/- 6 seconds.
 OC0583
 OC0583.The orthometric height was determined by differential leveling
 OC0583.and adjusted by the National Geodetic Survey in June 1991..
 OC0583
 OC0583.The geoid height was determined by GEOID03.
 OC0583
 OC0583.The dynamic height is computed by dividing the NAVD 88
 OC0583.geopotential number by the normal gravity value computed on the
 OC0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0583.degrees latitude (g = 980.6199 gals.).
 OC0583
 OC0583.The modeled gravity was interpolated from observed gravity values.
 OC0583
 OC0583;                    North         East    Units  Estimated Accuracy
 OC0583;SPC ME W     -   119,320.      852,740.      MT  (+/- 180 meters Scaled)
 OC0583
 OC0583                          SUPERSEDED SURVEY CONTROL
 OC0583
 OC0583  NGVD 29 (??/??/92)  154.035  (m)          505.36   (f) ADJ UNCH    2 0
 OC0583
 OC0583.Superseded values are not recommended for survey control.
 OC0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0583.See file dsdata.txt to determine how the superseded data were derived.
 OC0583
 OC0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ590629(NAD 83)
 OC0583_MARKER: DB = BENCH MARK DISK
 OC0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC0583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OC0583_STAMPING: B 28 1935
 OC0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC0583+STABILITY: SURFACE MOTION
 OC0583
 OC0583  HISTORY     - Date     Condition        Report By
 OC0583  HISTORY     - 1935     MONUMENTED       CGS
 OC0583  HISTORY     - 1976     MARK NOT FOUND   NGS
 OC0583  HISTORY     - 20040320 MARK NOT FOUND   GEOCAC
 OC0583
 OC0583                          STATION DESCRIPTION
 OC0583
 OC0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OC0583'4.4 MI NE FROM BRIDGTON JUNCTION.
 OC0583'IN CUMBERLAND COUNTY, ABOUT 4.4 MILES NORTHEAST ALONG THE
 OC0583'BRIDGTON AND HARRISON RAILWAY FROM THE STATION AT BRIDGTON
 OC0583'JUNCTION, OXFORD COUNTY, ABOUT 42 YARDS NORTH OF THE NORTH SIDE
 OC0583'OF THE STATION AT TWIN LAKE, AND 13 FEET EAST OF THE EAST RAIL.
 OC0583'A STANDARD DISK, STAMPED B 28 1935 AND SET IN THE TOP OF A
 OC0583'CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 OC0583
 OC0583                          STATION RECOVERY (1976)
 OC0583
 OC0583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0583'MARK NOT FOUND.
 OC0583
 OC0583                          STATION RECOVERY (2004)
 OC0583
 OC0583'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 OC0583'MARK NOT FOUND. I HAVE SEARCHED FOR THIS MARK FOR SEVERAL YEARS BEFORE
 OC0583'DISCOVERING THIS SITE. I AGREE WITH LAST OFFICIAL REPORT THAT IT IS
 OC0583'MISSING. HEAVY LOGGING HAS OCCURED IN THE AREA SEVERAL TIMES IN LAST
 OC0583'30 YEARS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0148 ***********************************************************************
 PF0148  DESIGNATION -  B 29
 PF0148  PID         -  PF0148
 PF0148  STATE/COUNTY-  ME/OXFORD
 PF0148  USGS QUAD   -  CANTON (1967)
 PF0148
 PF0148                         *CURRENT SURVEY CONTROL
 PF0148  ___________________________________________________________________
 PF0148* NAD 83(1986)-  44 29 03.     (N)    070 19 35.     (W)     SCALED    
 PF0148* NAVD 88     -       119.213  (meters)     391.12   (feet)  ADJUSTED  
 PF0148  ___________________________________________________________________
 PF0148  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 PF0148  DYNAMIC HT  -         119.200 (meters)     391.08  (feet)  COMP
 PF0148  MODELED GRAV-     980,509.9   (mgal)                       NAVD 88
 PF0148
 PF0148  VERT ORDER  -  SECOND    CLASS 0
 PF0148
 PF0148.The horizontal coordinates were scaled from a topographic map and have
 PF0148.an estimated accuracy of +/- 6 seconds.
 PF0148
 PF0148.The orthometric height was determined by differential leveling
 PF0148.and adjusted by the National Geodetic Survey in June 1991..
 PF0148
 PF0148.The geoid height was determined by GEOID03.
 PF0148
 PF0148.The dynamic height is computed by dividing the NAVD 88
 PF0148.geopotential number by the normal gravity value computed on the
 PF0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0148.degrees latitude (g = 980.6199 gals.).
 PF0148
 PF0148.The modeled gravity was interpolated from observed gravity values.
 PF0148
 PF0148;                    North         East    Units  Estimated Accuracy
 PF0148;SPC ME W     -   183,420.      887,290.      MT  (+/- 180 meters Scaled)
 PF0148
 PF0148                          SUPERSEDED SURVEY CONTROL
 PF0148
 PF0148  NGVD 29 (??/??/92)  119.349  (m)          391.56   (f) ADJ UNCH    2 0
 PF0148
 PF0148.Superseded values are not recommended for survey control.
 PF0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0148.See file dsdata.txt to determine how the superseded data were derived.
 PF0148
 PF0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK945265(NAD 83)
 PF0148_MARKER: DB = BENCH MARK DISK
 PF0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PF0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PF0148_STAMPING: B 29 1935
 PF0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0148+STABILITY: SURFACE MOTION
 PF0148
 PF0148  HISTORY     - Date     Condition        Report By
 PF0148  HISTORY     - 1935     MONUMENTED       CGS
 PF0148
 PF0148                          STATION DESCRIPTION
 PF0148
 PF0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PF0148'2.1 MI NW FROM GILBERTVILLE.
 PF0148'2.1 MILES NORTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PF0148'STATION AT GILBERTVILLE, OXFORD COUNTY, AT MILEPOST 59, 0.3 MILE
 PF0148'NORTH OF THE CROSSING OF A ROAD LEADING TO A FARMHOUSE, 550 FEET
 PF0148'NORTH OF THE CENTER OF A FARM-ROAD CROSSING, OPPOSITE A CURVE,
 PF0148'24 POLES WEST OF THE CENTER LINE OF STATE HIGHWAY 108, AND 30.2
 PF0148'FEET EAST OF THE EAST RAIL.  A STANDARD DISK, STAMPED B 29 1935
 PF0148'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0012 ***********************************************************************
 QG0012  DESIGNATION -  B 3
 QG0012  PID         -  QG0012
 QG0012  STATE/COUNTY-  ME/PENOBSCOT
 QG0012  USGS QUAD   -  KINGMAN (1988)
 QG0012
 QG0012                         *CURRENT SURVEY CONTROL
 QG0012  ___________________________________________________________________
 QG0012* NAD 83(1986)-  45 34 31.     (N)    068 09 12.     (W)     SCALED    
 QG0012* NAVD 88     -        98.966  (meters)     324.69   (feet)  ADJUSTED  
 QG0012  ___________________________________________________________________
 QG0012  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 QG0012  DYNAMIC HT  -          98.967 (meters)     324.69  (feet)  COMP
 QG0012  MODELED GRAV-     980,624.9   (mgal)                       NAVD 88
 QG0012
 QG0012  VERT ORDER  -  FIRST     CLASS II
 QG0012
 QG0012.The horizontal coordinates were scaled from a topographic map and have
 QG0012.an estimated accuracy of +/- 6 seconds.
 QG0012
 QG0012.The orthometric height was determined by differential leveling
 QG0012.and adjusted by the National Geodetic Survey in June 1991..
 QG0012
 QG0012.The geoid height was determined by GEOID03.
 QG0012
 QG0012.The dynamic height is computed by dividing the NAVD 88
 QG0012.geopotential number by the normal gravity value computed on the
 QG0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0012.degrees latitude (g = 980.6199 gals.).
 QG0012
 QG0012.The modeled gravity was interpolated from observed gravity values.
 QG0012
 QG0012;                    North         East    Units  Estimated Accuracy
 QG0012;SPC ME E     -   212,130.      327,060.      MT  (+/- 180 meters Scaled)
 QG0012
 QG0012                          SUPERSEDED SURVEY CONTROL
 QG0012
 QG0012  NGVD 29 (??/??/92)   99.144  (m)          325.27   (f) ADJ UNCH    1 2
 QG0012
 QG0012.Superseded values are not recommended for survey control.
 QG0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0012.See file dsdata.txt to determine how the superseded data were derived.
 QG0012
 QG0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL660472(NAD 83)
 QG0012_MARKER: DB = BENCH MARK DISK
 QG0012_SETTING: 80 = SET IN A BOULDER
 QG0012_SP_SET: BOULDER
 QG0012_STAMPING: B 3 1916 ELEV 325.275 FT
 QG0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0012+STABILITY: SURFACE MOTION
 QG0012
 QG0012  HISTORY     - Date     Condition        Report By
 QG0012  HISTORY     - 1916     MONUMENTED       CGS
 QG0012  HISTORY     - 1934     GOOD             NGS
 QG0012
 QG0012                          STATION DESCRIPTION
 QG0012
 QG0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1916
 QG0012'AT DREW.
 QG0012'AT DREW, PENOBSCOT COUNTY, ON THE MAINE CENTRAL RAILROAD, 10 POLES
 QG0012'SOUTHWEST OF MILEPOST V45-P206, 19 RAILS NORTHEAST OF THE SOUTHWEST
 QG0012'SWITCH OF A SIDING, 29 RAILS NORTHEAST OF BLOCK SIGNAL E 2056,
 QG0012'AND ABOUT 12 YARDS SOUTHEAST OF THE CENTER LINE OF THE TRACK, IN
 QG0012'THE TOP OF A 4- BY 6-FOOT BOULDER, ABOUT 2 FEET ABOVE THE GROUND
 QG0012'SURFACE.  A STANDARD DISK.  STAMPED, B 3 1916 ELEV. 325.275 FT.
 QG0012
 QG0012                          STATION RECOVERY (1934)
 QG0012
 QG0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QG0012'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1780 ***********************************************************************
 OC1780  DESIGNATION -  B 3 CHASE 1941
 OC1780  PID         -  OC1780
 OC1780  STATE/COUNTY-  ME/CUMBERLAND
 OC1780  USGS QUAD   -  PORTLAND EAST (1975)
 OC1780
 OC1780                         *CURRENT SURVEY CONTROL
 OC1780  ___________________________________________________________________
 OC1780* NAD 83(1996)-  43 39 42.56369(N)    070 11 09.42357(W)     ADJUSTED  
 OC1780* NAVD 88     -        29.     (meters)      95.     (feet)  SCALED    
 OC1780  ___________________________________________________________________
 OC1780  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 OC1780  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 OC1780
 OC1780  HORZ ORDER  -  THIRD
 OC1780
 OC1780.The horizontal coordinates were established by classical geodetic methods
 OC1780.and adjusted by the National Geodetic Survey in March 1998..
 OC1780
 OC1780.The orthometric height was scaled from a topographic map.
 OC1780
 OC1780.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1780
 OC1780.The geoid height was determined by GEOID03.
 OC1780
 OC1780;                    North         East     Units Scale Factor Converg.
 OC1780;SPC ME W     -    92,040.323   898,444.571   MT  0.99996670   -0 00 47.9
 OC1780;UTM  19      - 4,834,996.694   404,378.706   MT  0.99971246   -0 49 07.8
 OC1780
 OC1780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1780!SPC ME W     -   0.99999957  x   0.99996670  =   0.99996627
 OC1780!UTM  19      -   0.99999957  x   0.99971246  =   0.99971203
 OC1780
 OC1780                          SUPERSEDED SURVEY CONTROL
 OC1780
 OC1780  NAD 83(1992)-  43 39 42.56188(N)    070 11 09.42433(W) AD(       ) 4
 OC1780  NAD 83(1986)-  43 39 42.56786(N)    070 11 09.42990(W) AD(       ) 4
 OC1780  NAD 27      -  43 39 42.27100(N)    070 11 11.26900(W) AD(       ) 3
 OC1780
 OC1780.Superseded values are not recommended for survey control.
 OC1780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1780.See file dsdata.txt to determine how the superseded data were derived.
 OC1780
 OC1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0437934997(NAD 83)
 OC1780
 OC1780  HISTORY     - Date     Condition        Report By
 OC1780  HISTORY     - 1941     MONUMENTED       CGS
 OC1780
 OC1780                          STATION DESCRIPTION
 OC1780
 OC1780'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1780'STATION IS LOCATED ON THE ARMY RESERVATION ON PEAKS ISLAND,
 OC1780'KNOWN AS PEAKS ISLAND GUARD STATION.  IT IS THE INSTRUMENT
 OC1780'CENTER OF THE SECOND INSTRUMENT FROM THE RIGHT (SW) LOOKING
 OC1780'TO SEAWARD, IN THE GUARD STATION.  INSTRUMENT CENTER WAS
 OC1780'PROJECTED ON THE ROOF, THEREFORE, NO PERMANENT MARK WAS
 OC1780'ESTABLISHED.
 OC1780'
 OC1780'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1744 ***********************************************************************
 OC1744  DESIGNATION -  B 3 FOOTE 1941
 OC1744  PID         -  OC1744
 OC1744  STATE/COUNTY-  ME/CUMBERLAND
 OC1744  USGS QUAD   -  PORTLAND EAST (1975)
 OC1744
 OC1744                         *CURRENT SURVEY CONTROL
 OC1744  ___________________________________________________________________
 OC1744* NAD 83(1996)-  43 38 35.01169(N)    070 11 43.88821(W)     ADJUSTED  
 OC1744* NAVD 88     -        38.     (meters)     125.     (feet)  SCALED    
 OC1744  ___________________________________________________________________
 OC1744  LAPLACE CORR-           3.07  (seconds)                    DEFLEC99
 OC1744  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 OC1744
 OC1744  HORZ ORDER  -  THIRD
 OC1744
 OC1744.The horizontal coordinates were established by classical geodetic methods
 OC1744.and adjusted by the National Geodetic Survey in March 1998..
 OC1744
 OC1744.The orthometric height was scaled from a topographic map.
 OC1744
 OC1744.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1744
 OC1744.The geoid height was determined by GEOID03.
 OC1744
 OC1744;                    North         East     Units Scale Factor Converg.
 OC1744;SPC ME W     -    89,955.784   897,671.670   MT  0.99996673   -0 01 11.7
 OC1744;UTM  19      - 4,832,923.751   403,576.783   MT  0.99971436   -0 49 30.6
 OC1744
 OC1744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1744!SPC ME W     -   0.99999816  x   0.99996673  =   0.99996489
 OC1744!UTM  19      -   0.99999816  x   0.99971436  =   0.99971252
 OC1744
 OC1744                          SUPERSEDED SURVEY CONTROL
 OC1744
 OC1744  NAD 83(1992)-  43 38 35.00988(N)    070 11 43.88905(W) AD(       ) 4
 OC1744  NAD 83(1986)-  43 38 35.01597(N)    070 11 43.89469(W) AD(       ) 4
 OC1744  NAD 27      -  43 38 34.71900(N)    070 11 45.74000(W) AD(       ) 3
 OC1744
 OC1744.Superseded values are not recommended for survey control.
 OC1744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1744.See file dsdata.txt to determine how the superseded data were derived.
 OC1744
 OC1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0357732924(NAD 83)
 OC1744
 OC1744  HISTORY     - Date     Condition        Report By
 OC1744  HISTORY     - 1941     MONUMENTED       CGS
 OC1744
 OC1744                          STATION DESCRIPTION
 OC1744
 OC1744'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1744'STATION IS LOCATED AT FORT LEVETT, AT BATTERY FOOTE.  IT IS THE
 OC1744'INSTRUMENT CENTER OF THE LEFT (NE) INSTRUMENT LOOKING TO SEAWARD
 OC1744'OF TWO INSTRUMENTS HOUSED IN A SMALL SQUARE CONCRETE BUILDING ON
 OC1744'THE TOP OF BATTERY FOOTE.  INSTRUMENT CENTER WAS PROJECTED ON THE
 OC1744'ROOF, THEREFORE, NO PERMANENT MARK WAS ESTABLISHED.
 OC1744'
 OC1744'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1779 ***********************************************************************
 OC1779  DESIGNATION -  B 3 KEARNEY 1941
 OC1779  PID         -  OC1779
 OC1779  STATE/COUNTY-  ME/CUMBERLAND
 OC1779  USGS QUAD   -  PORTLAND EAST (1975)
 OC1779
 OC1779                         *CURRENT SURVEY CONTROL
 OC1779  ___________________________________________________________________
 OC1779* NAD 83(1996)-  43 39 42.50168(N)    070 11 09.53644(W)     ADJUSTED  
 OC1779* NAVD 88     -        29.     (meters)      95.     (feet)  SCALED    
 OC1779  ___________________________________________________________________
 OC1779  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 OC1779  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 OC1779
 OC1779  HORZ ORDER  -  THIRD
 OC1779
 OC1779.The horizontal coordinates were established by classical geodetic methods
 OC1779.and adjusted by the National Geodetic Survey in March 1998..
 OC1779
 OC1779.The orthometric height was scaled from a topographic map.
 OC1779
 OC1779.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1779
 OC1779.The geoid height was determined by GEOID03.
 OC1779
 OC1779;                    North         East     Units Scale Factor Converg.
 OC1779;SPC ME W     -    92,038.410   898,442.042   MT  0.99996670   -0 00 48.0
 OC1779;UTM  19      - 4,834,994.817   404,376.151   MT  0.99971247   -0 49 07.9
 OC1779
 OC1779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1779!SPC ME W     -   0.99999957  x   0.99996670  =   0.99996627
 OC1779!UTM  19      -   0.99999957  x   0.99971247  =   0.99971204
 OC1779
 OC1779                          SUPERSEDED SURVEY CONTROL
 OC1779
 OC1779  NAD 83(1992)-  43 39 42.49988(N)    070 11 09.53720(W) AD(       ) 4
 OC1779  NAD 83(1986)-  43 39 42.50585(N)    070 11 09.54278(W) AD(       ) 4
 OC1779  NAD 27      -  43 39 42.20900(N)    070 11 11.38200(W) AD(       ) 3
 OC1779
 OC1779.Superseded values are not recommended for survey control.
 OC1779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1779.See file dsdata.txt to determine how the superseded data were derived.
 OC1779
 OC1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0437634995(NAD 83)
 OC1779
 OC1779  HISTORY     - Date     Condition        Report By
 OC1779  HISTORY     - 1941     MONUMENTED       CGS
 OC1779
 OC1779                          STATION DESCRIPTION
 OC1779
 OC1779'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1779'STATION IS LOCATED ON THE ARMY RESERVATION ON PEAKS ISLAND,
 OC1779'KNOWN AS PEAKS ISLAND GUARD STATION.  IT IS THE INSTRUMENT
 OC1779'CENTER OF THE FIRST RIGHT (SW) INSTRUMENT IN THE GUARD STATION
 OC1779'LOOKING TO SEAWARD.  INSTRUMENT CENTER WAS PROJECTED ON THE ROOF,
 OC1779'THEREFORE, NO PERMANENT MARK WAS ESTABLISHED.
 OC1779'
 OC1779'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0137 ***********************************************************************
 PF0137  DESIGNATION -  B 30
 PF0137  PID         -  PF0137
 PF0137  STATE/COUNTY-  ME/ANDROSCOGGIN
 PF0137  USGS QUAD   -  LIVERMORE FALLS (1967)
 PF0137
 PF0137                         *CURRENT SURVEY CONTROL
 PF0137  ___________________________________________________________________
 PF0137* NAD 83(1986)-  44 26 31.     (N)    070 10 16.     (W)     SCALED    
 PF0137* NAVD 88     -        91.419  (meters)     299.93   (feet)  ADJUSTED  
 PF0137  ___________________________________________________________________
 PF0137  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 PF0137  DYNAMIC HT  -          91.409 (meters)     299.90  (feet)  COMP
 PF0137  MODELED GRAV-     980,514.1   (mgal)                       NAVD 88
 PF0137
 PF0137  VERT ORDER  -  SECOND    CLASS 0
 PF0137
 PF0137.The horizontal coordinates were scaled from a topographic map and have
 PF0137.an estimated accuracy of +/- 6 seconds.
 PF0137
 PF0137.The orthometric height was determined by differential leveling
 PF0137.and adjusted by the National Geodetic Survey in June 1991..
 PF0137
 PF0137.The geoid height was determined by GEOID03.
 PF0137
 PF0137.The dynamic height is computed by dividing the NAVD 88
 PF0137.geopotential number by the normal gravity value computed on the
 PF0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0137.degrees latitude (g = 980.6199 gals.).
 PF0137
 PF0137.The modeled gravity was interpolated from observed gravity values.
 PF0137
 PF0137;                    North         East    Units  Estimated Accuracy
 PF0137;SPC ME W     -   178,720.      899,650.      MT  (+/- 180 meters Scaled)
 PF0137
 PF0137                          SUPERSEDED SURVEY CONTROL
 PF0137
 PF0137  NGVD 29 (??/??/92)   91.546  (m)          300.35   (f) ADJ UNCH    2 0
 PF0137
 PF0137.Superseded values are not recommended for survey control.
 PF0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0137.See file dsdata.txt to determine how the superseded data were derived.
 PF0137
 PF0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK068216(NAD 83)
 PF0137_MARKER: DB = BENCH MARK DISK
 PF0137_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PF0137_SP_SET: MILEPOST
 PF0137_STAMPING: B 39 1935
 PF0137_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0137
 PF0137  HISTORY     - Date     Condition        Report By
 PF0137  HISTORY     - 1935     MONUMENTED       CGS
 PF0137
 PF0137                          STATION DESCRIPTION
 PF0137
 PF0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PF0137'2.6 MI N FROM E LIVERMORE.
 PF0137'2.6 MILES NORTH ALONG THE MAINE CENTRAL RAILROAD FROM THE STATION
 PF0137'AT EAST LIVERMORE, ANDROSCOGGIN COUNTY, 6 POLES NORTH OF MILEPOST
 PF0137'F 19 - P 65, 100 FEET SOUTH OF THE CENTER OF A DIRT-ROAD CROSSING,
 PF0137'AND 20.2 FEET EAST OF THE EAST RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1536 ***********************************************************************
 PE1536  DESIGNATION -  B 300
 PE1536  PID         -  PE1536
 PE1536  STATE/COUNTY-  ME/SOMERSET
 PE1536  USGS QUAD   -  FAIRFIELD (1988)
 PE1536
 PE1536                         *CURRENT SURVEY CONTROL
 PE1536  ___________________________________________________________________
 PE1536* NAD 83(1986)-  44 35 11.     (N)    069 35 42.     (W)     SCALED    
 PE1536* NAVD 88     -        32.649  (meters)     107.12   (feet)  ADJUSTED  
 PE1536  ___________________________________________________________________
 PE1536  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 PE1536  DYNAMIC HT  -          32.647 (meters)     107.11  (feet)  COMP
 PE1536  MODELED GRAV-     980,564.0   (mgal)                       NAVD 88
 PE1536
 PE1536  VERT ORDER  -  SECOND    CLASS I
 PE1536
 PE1536.The horizontal coordinates were scaled from a topographic map and have
 PE1536.an estimated accuracy of +/- 6 seconds.
 PE1536
 PE1536.The orthometric height was determined by differential leveling
 PE1536.and adjusted by the National Geodetic Survey in June 1991..
 PE1536
 PE1536.The geoid height was determined by GEOID03.
 PE1536
 PE1536.The dynamic height is computed by dividing the NAVD 88
 PE1536.geopotential number by the normal gravity value computed on the
 PE1536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1536.degrees latitude (g = 980.6199 gals.).
 PE1536
 PE1536.The modeled gravity was interpolated from observed gravity values.
 PE1536
 PE1536;                    North         East    Units  Estimated Accuracy
 PE1536;SPC ME W     -   194,930.      945,400.      MT  (+/- 180 meters Scaled)
 PE1536
 PE1536                          SUPERSEDED SURVEY CONTROL
 PE1536
 PE1536  NGVD 29 (??/??/92)   32.849  (m)          107.77   (f) ADJ UNCH    2 1
 PE1536
 PE1536.Superseded values are not recommended for survey control.
 PE1536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1536.See file dsdata.txt to determine how the superseded data were derived.
 PE1536
 PE1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK527371(NAD 83)
 PE1536_MARKER: DD = SURVEY DISK
 PE1536_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE1536_SP_SET: CURB
 PE1536_STAMPING: B-300 1975
 PE1536_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE1536
 PE1536  HISTORY     - Date     Condition        Report By
 PE1536  HISTORY     - 1975     MONUMENTED       MEDT
 PE1536  HISTORY     - 1986     GOOD             USPSQD
 PE1536
 PE1536                          STATION DESCRIPTION
 PE1536
 PE1536'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 PE1536'AT FAIRFIELD.
 PE1536'AT FAIRFIELD, AT THE FAIRFIELD POST OFFICE SET FLUSH IN THE TOP
 PE1536'OF THE 3.5 FOOT DIAMETER CONCRETE FLAG POLE BASE, 50 FEET EAST
 PE1536'OF THE CENTERLINE OF U.S. HIGHWAY 201, 8.1 FEET EAST OF THE
 PE1536'CONCRETE CURB ALONG THE EAST SIDE OF THE SIDEWALK, 10.9 FEET
 PE1536'NORTHWEST OF THE NORTHWEST CORNER OF THE POST OFFICE.
 PE1536
 PE1536                          STATION RECOVERY (1986)
 PE1536
 PE1536'RECOVERY NOTE BY US POWER SQUADRON 1986 (HW)
 PE1536'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1535 ***********************************************************************
 PE1535  DESIGNATION -  B 301
 PE1535  PID         -  PE1535
 PE1535  STATE/COUNTY-  ME/SOMERSET
 PE1535  USGS QUAD   -  FAIRFIELD (1988)
 PE1535
 PE1535                         *CURRENT SURVEY CONTROL
 PE1535  ___________________________________________________________________
 PE1535* NAD 83(1986)-  44 34 54.     (N)    069 36 13.     (W)     SCALED    
 PE1535* NAVD 88     -        33.645  (meters)     110.38   (feet)  ADJUSTED  
 PE1535  ___________________________________________________________________
 PE1535  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 PE1535  DYNAMIC HT  -          33.643 (meters)     110.38  (feet)  COMP
 PE1535  MODELED GRAV-     980,564.2   (mgal)                       NAVD 88
 PE1535
 PE1535  VERT ORDER  -  SECOND    CLASS I
 PE1535
 PE1535.The horizontal coordinates were scaled from a topographic map and have
 PE1535.an estimated accuracy of +/- 6 seconds.
 PE1535
 PE1535.The orthometric height was determined by differential leveling
 PE1535.and adjusted by the National Geodetic Survey in June 1991..
 PE1535
 PE1535.The geoid height was determined by GEOID03.
 PE1535
 PE1535.The dynamic height is computed by dividing the NAVD 88
 PE1535.geopotential number by the normal gravity value computed on the
 PE1535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1535.degrees latitude (g = 980.6199 gals.).
 PE1535
 PE1535.The modeled gravity was interpolated from observed gravity values.
 PE1535
 PE1535;                    North         East    Units  Estimated Accuracy
 PE1535;SPC ME W     -   194,400.      944,720.      MT  (+/- 180 meters Scaled)
 PE1535
 PE1535                          SUPERSEDED SURVEY CONTROL
 PE1535
 PE1535  NGVD 29 (??/??/92)   33.846  (m)          111.04   (f) ADJ UNCH    2 1
 PE1535
 PE1535.Superseded values are not recommended for survey control.
 PE1535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1535.See file dsdata.txt to determine how the superseded data were derived.
 PE1535
 PE1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK520366(NAD 83)
 PE1535_MARKER: DD = SURVEY DISK
 PE1535_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE1535_SP_SET: ABUTMENT
 PE1535_STAMPING: B-301 1975
 PE1535_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE1535
 PE1535  HISTORY     - Date     Condition        Report By
 PE1535  HISTORY     - 1975     MONUMENTED       MEDT
 PE1535
 PE1535                          STATION DESCRIPTION
 PE1535
 PE1535'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 PE1535'0.4 MI SW FROM FAIRFIELD.
 PE1535'IN FAIRFIELD, ABOUT 0.45 MILE SOUTHWEST ALONG U.S. HIGHWAY 201
 PE1535'FROM THE POST OFFICE, AT THE OVERPASS CROSSING OF THE MAINE
 PE1535'CENTRAL RAILROAD SET VERTICALLY IN THE SOUTHERN FACE OF THE
 PE1535'NORTHERNMOST CONCRETE ABUTMENT, 15.7 FEET SOUTHWEST OF THE
 PE1535'NORTHEAST END OF THE ABUTMENT, 15.5 FEET NORTHWEST OF AND 5
 PE1535'FEET ABOVE THE CENTERLINE OF U.S. HIGHWAY 201.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1534 ***********************************************************************
 PE1534  DESIGNATION -  B 302
 PE1534  PID         -  PE1534
 PE1534  STATE/COUNTY-  ME/SOMERSET
 PE1534  USGS QUAD   -  FAIRFIELD (1988)
 PE1534
 PE1534                         *CURRENT SURVEY CONTROL
 PE1534  ___________________________________________________________________
 PE1534* NAD 83(1986)-  44 34 41.     (N)    069 36 34.     (W)     SCALED    
 PE1534* NAVD 88     -        35.417  (meters)     116.20   (feet)  ADJUSTED  
 PE1534  ___________________________________________________________________
 PE1534  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 PE1534  DYNAMIC HT  -          35.415 (meters)     116.19  (feet)  COMP
 PE1534  MODELED GRAV-     980,564.5   (mgal)                       NAVD 88
 PE1534
 PE1534  VERT ORDER  -  SECOND    CLASS I
 PE1534
 PE1534.The horizontal coordinates were scaled from a topographic map and have
 PE1534.an estimated accuracy of +/- 6 seconds.
 PE1534
 PE1534.The orthometric height was determined by differential leveling
 PE1534.and adjusted by the National Geodetic Survey in June 1991..
 PE1534
 PE1534.The geoid height was determined by GEOID03.
 PE1534
 PE1534.The dynamic height is computed by dividing the NAVD 88
 PE1534.geopotential number by the normal gravity value computed on the
 PE1534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1534.degrees latitude (g = 980.6199 gals.).
 PE1534
 PE1534.The modeled gravity was interpolated from observed gravity values.
 PE1534
 PE1534;                    North         East    Units  Estimated Accuracy
 PE1534;SPC ME W     -   194,000.      944,260.      MT  (+/- 180 meters Scaled)
 PE1534
 PE1534                          SUPERSEDED SURVEY CONTROL
 PE1534
 PE1534  NGVD 29 (??/??/92)   35.618  (m)          116.86   (f) ADJ UNCH    2 1
 PE1534
 PE1534.Superseded values are not recommended for survey control.
 PE1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1534.See file dsdata.txt to determine how the superseded data were derived.
 PE1534
 PE1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK516362(NAD 83)
 PE1534_MARKER: DD = SURVEY DISK
 PE1534_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE1534_SP_SET: WALL
 PE1534_STAMPING: B-302 1975
 PE1534_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE1534
 PE1534  HISTORY     - Date     Condition        Report By
 PE1534  HISTORY     - 1975     MONUMENTED       MEDT
 PE1534
 PE1534                          STATION DESCRIPTION
 PE1534
 PE1534'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 PE1534'1 MI SW FROM FAIRFIELD.
 PE1534'ABOUT 1 MILE SOUTHWESTERLY FROM THE FAIRFIELD POST OFFICE ALONG
 PE1534'U.S. HIGHWAY 201 AT THE KEYES FIBER COMPANY.  ABOUT 50 FEET
 PE1534'SOUTHWESTERLY FROM THE MAIN ENTRANCE AND ABOUT 40 FEET
 PE1534'NORTHEASTERLY FROM THE WATERVILLE-FAIRFIELD TOWNLINE, A DISK
 PE1534'SET VERTICALLY 1.7 FEET FROM THE SOUTHWESTERLY CORNER OF THE
 PE1534'MOST WESTERLY BRICK WALL OF THE KEYES FIBER COMPANY, 3 FEET
 PE1534'ABOVE GROUND IN THE BRICK WALL OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1533 ***********************************************************************
 PE1533  DESIGNATION -  B 303
 PE1533  PID         -  PE1533
 PE1533  STATE/COUNTY-  ME/KENNEBEC
 PE1533  USGS QUAD   -  WATERVILLE (1982)
 PE1533
 PE1533                         *CURRENT SURVEY CONTROL
 PE1533  ___________________________________________________________________
 PE1533* NAD 83(1986)-  44 33 28.     (N)    069 37 36.     (W)     SCALED    
 PE1533* NAVD 88     -        31.323  (meters)     102.77   (feet)  ADJUSTED  
 PE1533  ___________________________________________________________________
 PE1533  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 PE1533  DYNAMIC HT  -          31.321 (meters)     102.76  (feet)  COMP
 PE1533  MODELED GRAV-     980,557.0   (mgal)                       NAVD 88
 PE1533
 PE1533  VERT ORDER  -  SECOND    CLASS I
 PE1533
 PE1533.The horizontal coordinates were scaled from a topographic map and have
 PE1533.an estimated accuracy of +/- 6 seconds.
 PE1533
 PE1533.The orthometric height was determined by differential leveling
 PE1533.and adjusted by the National Geodetic Survey in June 1991..
 PE1533
 PE1533.The geoid height was determined by GEOID03.
 PE1533
 PE1533.The dynamic height is computed by dividing the NAVD 88
 PE1533.geopotential number by the normal gravity value computed on the
 PE1533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1533.degrees latitude (g = 980.6199 gals.).
 PE1533
 PE1533.The modeled gravity was interpolated from observed gravity values.
 PE1533
 PE1533;                    North         East    Units  Estimated Accuracy
 PE1533;SPC ME W     -   191,730.      942,900.      MT  (+/- 180 meters Scaled)
 PE1533
 PE1533                          SUPERSEDED SURVEY CONTROL
 PE1533
 PE1533  NGVD 29 (??/??/92)   31.523  (m)          103.42   (f) ADJ UNCH    2 1
 PE1533
 PE1533.Superseded values are not recommended for survey control.
 PE1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1533.See file dsdata.txt to determine how the superseded data were derived.
 PE1533
 PE1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK502340(NAD 83)
 PE1533_MARKER: DD = SURVEY DISK
 PE1533_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE1533_SP_SET: ABUTMENT
 PE1533_STAMPING: B-303 1975
 PE1533_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE1533_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PE1533+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2006
 PE1533
 PE1533  HISTORY     - Date     Condition        Report By
 PE1533  HISTORY     - 1975     MONUMENTED       MEDT
 PE1533  HISTORY     - 20060811 GOOD             USPSQD
 PE1533
 PE1533                          STATION DESCRIPTION
 PE1533
 PE1533'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 PE1533'0.5 MI NE FROM WATERVILLE.
 PE1533'ABOUT 1.7 MILES SOUTHWESTERLY ALONG U.S. HIGHWAY 201 FROM THE
 PE1533'FAIRFIELD POST OFFICE, AND 0.5 MILES NORTHEASTERLY ALONG U.S.
 PE1533'HIGHWAY 201 FROM THE WATERVILLE POST OFFICE AT THE MAINE CENTRAL
 PE1533'RAILROAD OVERPASS CROSSING, A DISK SET VERTICALLY IN THE NORTHEAST
 PE1533'END OF THE WESTERN MOST CONCRETE ABUTMENT, 9.8 FEET WEST OF THE
 PE1533'CURB LINE AND 4 FEET ABOVE THE CENTERLINE OF ROUTE 201.
 PE1533
 PE1533                          STATION RECOVERY (2006)
 PE1533
 PE1533'RECOVERY NOTE BY US POWER SQUADRON 2006 (AMW)
 PE1533'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1532 ***********************************************************************
 PE1532  DESIGNATION -  B 304
 PE1532  PID         -  PE1532
 PE1532  STATE/COUNTY-  ME/KENNEBEC
 PE1532  USGS QUAD   -  WATERVILLE (1982)
 PE1532
 PE1532                         *CURRENT SURVEY CONTROL
 PE1532  ___________________________________________________________________
 PE1532* NAD 83(1986)-  44 32 22.     (N)    069 38 55.     (W)     SCALED    
 PE1532* NAVD 88     -        28.922  (meters)      94.89   (feet)  ADJUSTED  
 PE1532  ___________________________________________________________________
 PE1532  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 PE1532  DYNAMIC HT  -          28.920 (meters)      94.88  (feet)  COMP
 PE1532  MODELED GRAV-     980,551.1   (mgal)                       NAVD 88
 PE1532
 PE1532  VERT ORDER  -  SECOND    CLASS I
 PE1532
 PE1532.The horizontal coordinates were scaled from a topographic map and have
 PE1532.an estimated accuracy of +/- 6 seconds.
 PE1532
 PE1532.The orthometric height was determined by differential leveling
 PE1532.and adjusted by the National Geodetic Survey in June 1991..
 PE1532
 PE1532.The geoid height was determined by GEOID03.
 PE1532
 PE1532.The dynamic height is computed by dividing the NAVD 88
 PE1532.geopotential number by the normal gravity value computed on the
 PE1532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1532.degrees latitude (g = 980.6199 gals.).
 PE1532
 PE1532.The modeled gravity was interpolated from observed gravity values.
 PE1532
 PE1532;                    North         East    Units  Estimated Accuracy
 PE1532;SPC ME W     -   189,680.      941,170.      MT  (+/- 180 meters Scaled)
 PE1532
 PE1532                          SUPERSEDED SURVEY CONTROL
 PE1532
 PE1532  NGVD 29 (??/??/92)   29.119  (m)           95.53   (f) ADJ UNCH    2 1
 PE1532
 PE1532.Superseded values are not recommended for survey control.
 PE1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1532.See file dsdata.txt to determine how the superseded data were derived.
 PE1532
 PE1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK484319(NAD 83)
 PE1532_MARKER: DD = SURVEY DISK
 PE1532_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE1532_SP_SET: BRIDGE
 PE1532_STAMPING: B-304 1975
 PE1532_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE1532
 PE1532  HISTORY     - Date     Condition        Report By
 PE1532  HISTORY     - 1975     MONUMENTED       MEDT
 PE1532  HISTORY     - 1979     GOOD             MEDT
 PE1532
 PE1532                          STATION DESCRIPTION
 PE1532
 PE1532'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 PE1532'1.3 MI SW FROM WATERVILLE.
 PE1532'ABOUT 0.5 MILE SOUTHWESTERLY FROM THE WATERVILLE POST OFFICE
 PE1532'ALONG ELM STREET, THENCE ABOUT 0.8 MILE SOUTHWESTERLY ALONG
 PE1532'SILVER STREET TO THE BRIDGE OVER MESSALONSKEE STREAM.  A DISK
 PE1532'SET FLUSH IN THE TOP OF THE NORTHWEST CONCRETE GUARDRAIL SECTION
 PE1532'OF THE BRIDGE 3 FEET ABOVE THE SIDEWALK, 6 FEET NORTH OF THE
 PE1532'HIGHWAY CURBLINE, AND 18.5 FEET WEST OF THE WEST END OF THE
 PE1532'WORLD WAR I MEMORIAL.
 PE1532
 PE1532                          STATION RECOVERY (1979)
 PE1532
 PE1532'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1979
 PE1532'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1531 ***********************************************************************
 PE1531  DESIGNATION -  B 305
 PE1531  PID         -  PE1531
 PE1531  STATE/COUNTY-  ME/KENNEBEC
 PE1531  USGS QUAD   -  WATERVILLE (1982)
 PE1531
 PE1531                         *CURRENT SURVEY CONTROL
 PE1531  ___________________________________________________________________
 PE1531* NAD 83(1986)-  44 32 34.     (N)    069 39 41.     (W)     SCALED    
 PE1531* NAVD 88     -        76.826  (meters)     252.05   (feet)  ADJUSTED  
 PE1531  ___________________________________________________________________
 PE1531  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 PE1531  DYNAMIC HT  -          76.821 (meters)     252.04  (feet)  COMP
 PE1531  MODELED GRAV-     980,550.7   (mgal)                       NAVD 88
 PE1531
 PE1531  VERT ORDER  -  SECOND    CLASS I
 PE1531
 PE1531.The horizontal coordinates were scaled from a topographic map and have
 PE1531.an estimated accuracy of +/- 6 seconds.
 PE1531
 PE1531.The orthometric height was determined by differential leveling
 PE1531.and adjusted by the National Geodetic Survey in June 1991..
 PE1531
 PE1531.The geoid height was determined by GEOID03.
 PE1531
 PE1531.The dynamic height is computed by dividing the NAVD 88
 PE1531.geopotential number by the normal gravity value computed on the
 PE1531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1531.degrees latitude (g = 980.6199 gals.).
 PE1531
 PE1531.The modeled gravity was interpolated from observed gravity values.
 PE1531
 PE1531;                    North         East    Units  Estimated Accuracy
 PE1531;SPC ME W     -   190,050.      940,150.      MT  (+/- 180 meters Scaled)
 PE1531
 PE1531                          SUPERSEDED SURVEY CONTROL
 PE1531
 PE1531  NGVD 29 (??/??/92)   77.021  (m)          252.69   (f) ADJ UNCH    2 1
 PE1531
 PE1531.Superseded values are not recommended for survey control.
 PE1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1531.See file dsdata.txt to determine how the superseded data were derived.
 PE1531
 PE1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK474323(NAD 83)
 PE1531_MARKER: DD = SURVEY DISK
 PE1531_SETTING: 66 = SET IN ROCK OUTCROP
 PE1531_SP_SET: ROCK LEDGE
 PE1531_STAMPING: B-305 1975
 PE1531_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1531+STABILITY: POSITION/ELEVATION WELL
 PE1531
 PE1531  HISTORY     - Date     Condition        Report By
 PE1531  HISTORY     - 1975     MONUMENTED       MEDT
 PE1531  HISTORY     - 1979     GOOD             MEDT
 PE1531
 PE1531                          STATION DESCRIPTION
 PE1531
 PE1531'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 PE1531'2 MI SW FROM WATERVILLE.
 PE1531'ABOUT 0.5 MILES SOUTHWESTERLY FROM THE WATERVILLE POST OFFICE
 PE1531'ALONG ELM STREET, THENCE ABOUT 0.8 MILE SOUTHWESTERLY ALONG
 PE1531'SILVER STREET TO THE BRIDGE OVER MESSALONSKEE STREAM, THENCE
 PE1531'ABOUT 0.7 MILE ALONG STATE HIGHWAY ROUTE 11, 137 (KENNEDY
 PE1531'MEMORIAL DRIVE), TO FIRST RANGEWAY ON THE NORTH, THENCE ABOUT
 PE1531'200 FEET FURTHER WEST TO A 50 FOOT LEDGE OUTCROP, A DISK SET
 PE1531'FLUSH IN THE HIGH POINT OF THE LEDGE ABOUT MIDWAY ALONG THE
 PE1531'LEDGE, 4 1/2 FEET NORTH OF A 10 FOOT VERTICAL LEDGE FACE, 45 FEET
 PE1531'NORTH OF AND ABOUT 6 FEET ABOVE THE CENTERLINE OF ROUTE 11, 137.
 PE1531
 PE1531                          STATION RECOVERY (1979)
 PE1531
 PE1531'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1979
 PE1531'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1185 ***********************************************************************
 PE1185  TIDAL BM    -  This is a Tidal Bench Mark.
 PE1185  DESIGNATION -  B 31
 PE1185  PID         -  PE1185
 PE1185  STATE/COUNTY-  ME/KENNEBEC
 PE1185  USGS QUAD   -  GARDINER (1991)
 PE1185
 PE1185                         *CURRENT SURVEY CONTROL
 PE1185  ___________________________________________________________________
 PE1185* NAD 83(1986)-  44 14 45.     (N)    069 46 13.     (W)     SCALED    
 PE1185* NAVD 88     -         5.794  (meters)      19.01   (feet)  ADJUSTED  
 PE1185  ___________________________________________________________________
 PE1185  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 PE1185  DYNAMIC HT  -           5.793 (meters)      19.01  (feet)  COMP
 PE1185  MODELED GRAV-     980,522.0   (mgal)                       NAVD 88
 PE1185
 PE1185  VERT ORDER  -  SECOND    CLASS 0
 PE1185
 PE1185.The horizontal coordinates were scaled from a topographic map and have
 PE1185.an estimated accuracy of +/- 6 seconds.
 PE1185
 PE1185.The orthometric height was determined by differential leveling
 PE1185.and adjusted by the National Geodetic Survey in June 1991..
 PE1185
 PE1185.This Tidal Bench Mark is designated as VM 17903
 PE1185.by the Center for Operational Oceanographic Products and Services.
 PE1185
 PE1185.The geoid height was determined by GEOID03.
 PE1185
 PE1185.The dynamic height is computed by dividing the NAVD 88
 PE1185.geopotential number by the normal gravity value computed on the
 PE1185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1185.degrees latitude (g = 980.6199 gals.).
 PE1185
 PE1185.The modeled gravity was interpolated from observed gravity values.
 PE1185
 PE1185;                    North         East    Units  Estimated Accuracy
 PE1185;SPC ME W     -   157,010.      931,660.      MT  (+/- 180 meters Scaled)
 PE1185
 PE1185                          SUPERSEDED SURVEY CONTROL
 PE1185
 PE1185  NGVD 29 (??/??/92)    5.999  (m)           19.68   (f) ADJ UNCH    2 0
 PE1185
 PE1185.Superseded values are not recommended for survey control.
 PE1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1185.See file dsdata.txt to determine how the superseded data were derived.
 PE1185
 PE1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ384994(NAD 83)
 PE1185_MARKER: DB = BENCH MARK DISK
 PE1185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1185_STAMPING: B 31 1935
 PE1185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1185+STABILITY: SURFACE MOTION
 PE1185_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PE1185+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2006
 PE1185
 PE1185  HISTORY     - Date     Condition        Report By
 PE1185  HISTORY     - 1935     MONUMENTED       CGS
 PE1185  HISTORY     - 1962     GOOD             NGS
 PE1185  HISTORY     - 19910409 GOOD             USPSQD
 PE1185  HISTORY     - 20060210 GOOD             USPSQD
 PE1185
 PE1185                          STATION DESCRIPTION
 PE1185
 PE1185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PE1185'1 MI N FROM GARDINER.
 PE1185'ABOUT 1.0 MILE NORTH ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE1185'FORMER STATION AT GARDINER, 0.1 MILE NORTH OF A ROAD CROSSING
 PE1185'LEADING EAST FROM U.S. HIGHWAY 201 TO A POWER PLANT, 111.0 FEET
 PE1185'NORTH OF MILEPOST P 57 - V 194, 12 FEET EAST OF THE EAST RAIL,
 PE1185'79 FEET SOUTH OF THE NORTHWEST CORNER OF A WOVEN WIRE FENCE
 PE1185'AROUND THE POWER PLANT, 2 FEET WEST OF A WIRE FENCE, 60 1/2 FEET
 PE1185'SOUTH OF THE 2 ND TELEPHONE POLE NORTH OF THE MILEPOST, 2 FEET
 PE1185'SOUTH OF A METAL WITNESS POST, 1/2 FOOT BELOW THE TOP OF RAIL
 PE1185'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 PE1185
 PE1185                          STATION RECOVERY (1991)
 PE1185
 PE1185'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 PE1185'RECOVERED IN GOOD CONDITION.
 PE1185
 PE1185                          STATION RECOVERY (2006)
 PE1185
 PE1185'RECOVERY NOTE BY US POWER SQUADRON 2006 (AHE)
 PE1185'DESCRIPTION NEEDS TO BE MODIFIED AS FOLLOWS. 1)'79 FEET NORTH OF THE
 PE1185'NW CORNER OF A WOVEN WIRE FENCE...'2) DELETE '2 FEET WEST OF A WIRE
 PE1185'FENCE'  3)'2 FEET WEST OF A FIBER GLASS WITNESS POST'4)'2 FEET BELOW
 PE1185'THE TOP OF RAIL AND SET IN THE TOP OF A CONCRETE POST BELOW GROUND
 PE1185'LEVEL'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0737 ***********************************************************************
 PE0737  DESIGNATION -  B 32
 PE0737  PID         -  PE0737
 PE0737  STATE/COUNTY-  ME/PENOBSCOT
 PE0737  USGS QUAD   -  NEWPORT (1982)
 PE0737
 PE0737                         *CURRENT SURVEY CONTROL
 PE0737  ___________________________________________________________________
 PE0737* NAD 83(1986)-  44 51 43.     (N)    069 16 12.     (W)     SCALED    
 PE0737* NAVD 88     -        70.780  (meters)     232.22   (feet)  ADJUSTED  
 PE0737  ___________________________________________________________________
 PE0737  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 PE0737  DYNAMIC HT  -          70.777 (meters)     232.21  (feet)  COMP
 PE0737  MODELED GRAV-     980,576.4   (mgal)                       NAVD 88
 PE0737
 PE0737  VERT ORDER  -  SECOND    CLASS 0
 PE0737
 PE0737.The horizontal coordinates were scaled from a topographic map and have
 PE0737.an estimated accuracy of +/- 6 seconds.
 PE0737
 PE0737.The orthometric height was determined by differential leveling
 PE0737.and adjusted by the National Geodetic Survey in June 1991..
 PE0737
 PE0737.The geoid height was determined by GEOID03.
 PE0737
 PE0737.The dynamic height is computed by dividing the NAVD 88
 PE0737.geopotential number by the normal gravity value computed on the
 PE0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0737.degrees latitude (g = 980.6199 gals.).
 PE0737
 PE0737.The modeled gravity was interpolated from observed gravity values.
 PE0737
 PE0737;                    North         East    Units  Estimated Accuracy
 PE0737;SPC ME E     -   133,090.      239,150.      MT  (+/- 180 meters Scaled)
 PE0737
 PE0737                          SUPERSEDED SURVEY CONTROL
 PE0737
 PE0737  NGVD 29 (??/??/92)   71.008  (m)          232.97   (f) ADJ UNCH    2 0
 PE0737
 PE0737.Superseded values are not recommended for survey control.
 PE0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0737.See file dsdata.txt to determine how the superseded data were derived.
 PE0737
 PE0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK786676(NAD 83)
 PE0737_MARKER: DB = BENCH MARK DISK
 PE0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0737_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0737_STAMPING: B 32 1935
 PE0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0737+STABILITY: SURFACE MOTION
 PE0737
 PE0737  HISTORY     - Date     Condition        Report By
 PE0737  HISTORY     - 1935     MONUMENTED       CGS
 PE0737  HISTORY     - 1958     GOOD             NGS
 PE0737
 PE0737                          STATION DESCRIPTION
 PE0737
 PE0737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 PE0737'2.9 MI N FROM NEWPORT.
 PE0737'2.9 MILES NORTH ALONG THE MAINE CENTRAL RAILROAD FROM THE STATION
 PE0737'AT NEWPORT, 65 YARDS NORTHEAST OF MILEPOST F 27, ABOUT 73 FEET
 PE0737'EAST OF THE CENTER OF A COUNTRY-ROAD CROSSING, 26 FEET SOUTHEAST
 PE0737'OF THE SOUTHEAST RAIL, AND 4 FEET NORTHWEST OF THE RIGHT-OF-WAY
 PE0737'FENCE LINE.  A STANDARD DISK, STAMPED B 32 1935 AND SET IN THE
 PE0737'TOP OF A CONCRETE POST PROJECTING ABOUT 1/2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0794 ***********************************************************************
 QG0794  DESIGNATION -  B 33
 QG0794  PID         -  QG0794
 QG0794  STATE/COUNTY-  ME/PISCATAQUIS
 QG0794  USGS QUAD   -  GREENVILLE (1989)
 QG0794
 QG0794                         *CURRENT SURVEY CONTROL
 QG0794  ___________________________________________________________________
 QG0794* NAD 83(1986)-  45 24 17.     (N)    069 37 26.     (W)     SCALED    
 QG0794* NAVD 88     -       321.915  (meters)    1056.15   (feet)  ADJUSTED  
 QG0794  ___________________________________________________________________
 QG0794  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 QG0794  DYNAMIC HT  -         321.899 (meters)    1056.10  (feet)  COMP
 QG0794  MODELED GRAV-     980,557.3   (mgal)                       NAVD 88
 QG0794
 QG0794  VERT ORDER  -  SECOND    CLASS 0
 QG0794
 QG0794.The horizontal coordinates were scaled from a topographic map and have
 QG0794.an estimated accuracy of +/- 6 seconds.
 QG0794
 QG0794.The orthometric height was determined by differential leveling
 QG0794.and adjusted by the National Geodetic Survey in June 1991..
 QG0794
 QG0794.The geoid height was determined by GEOID03.
 QG0794
 QG0794.The dynamic height is computed by dividing the NAVD 88
 QG0794.geopotential number by the normal gravity value computed on the
 QG0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0794.degrees latitude (g = 980.6199 gals.).
 QG0794
 QG0794.The modeled gravity was interpolated from observed gravity values.
 QG0794
 QG0794;                    North         East    Units  Estimated Accuracy
 QG0794;SPC ME E     -   193,730.      212,020.      MT  (+/- 180 meters Scaled)
 QG0794
 QG0794                          SUPERSEDED SURVEY CONTROL
 QG0794
 QG0794  NGVD 29 (??/??/92)  322.080  (m)         1056.69   (f) ADJ UNCH    2 0
 QG0794
 QG0794.Superseded values are not recommended for survey control.
 QG0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0794.See file dsdata.txt to determine how the superseded data were derived.
 QG0794
 QG0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL511281(NAD 83)
 QG0794_MARKER: DB = BENCH MARK DISK
 QG0794_SETTING: 80 = SET IN A BOULDER
 QG0794_SP_SET: BOULDER
 QG0794_STAMPING: B 33 1935
 QG0794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0794+STABILITY: SURFACE MOTION
 QG0794
 QG0794  HISTORY     - Date     Condition        Report By
 QG0794  HISTORY     - 1935     MONUMENTED       CGS
 QG0794  HISTORY     - 19860918 MARK NOT FOUND   USPSQD
 QG0794
 QG0794                          STATION DESCRIPTION
 QG0794
 QG0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QG0794'2.8 MI N FROM SHIRLEY.
 QG0794'2.8 MILES NORTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM THE
 QG0794'STATION AT SHIRLEY, PISCATAQUIS COUNTY, 2 POLES NORTH OF SIGN
 QG0794'44+63, 200 YARDS SOUTH OF A CURVE, 29.3 FEET EAST OF THE EAST
 QG0794'RAIL, IN THE TOP OF A GRANITE BOULDER, AND ABOUT FLUSH WITH THE
 QG0794'GROUND.
 QG0794
 QG0794                          STATION RECOVERY (1986)
 QG0794
 QG0794'RECOVERY NOTE BY US POWER SQUADRON 1986 (DVH)
 QG0794'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0736 ***********************************************************************
 QG0736  DESIGNATION -  B 34
 QG0736  PID         -  QG0736
 QG0736  STATE/COUNTY-  ME/PISCATAQUIS
 QG0736  USGS QUAD   -  SANGERVILLE (1984)
 QG0736
 QG0736                         *CURRENT SURVEY CONTROL
 QG0736  ___________________________________________________________________
 QG0736* NAD 83(1986)-  45 10 49.     (N)    069 18 09.     (W)     SCALED    
 QG0736* NAVD 88     -       118.545  (meters)     388.93   (feet)  ADJUSTED  
 QG0736  ___________________________________________________________________
 QG0736  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 QG0736  DYNAMIC HT  -         118.542 (meters)     388.92  (feet)  COMP
 QG0736  MODELED GRAV-     980,591.1   (mgal)                       NAVD 88
 QG0736
 QG0736  VERT ORDER  -  SECOND    CLASS 0
 QG0736
 QG0736.The horizontal coordinates were scaled from a topographic map and have
 QG0736.an estimated accuracy of +/- 6 seconds.
 QG0736
 QG0736.The orthometric height was determined by differential leveling
 QG0736.and adjusted by the National Geodetic Survey in June 1991..
 QG0736
 QG0736.The geoid height was determined by GEOID03.
 QG0736
 QG0736.The dynamic height is computed by dividing the NAVD 88
 QG0736.geopotential number by the normal gravity value computed on the
 QG0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0736.degrees latitude (g = 980.6199 gals.).
 QG0736
 QG0736.The modeled gravity was interpolated from observed gravity values.
 QG0736
 QG0736;                    North         East    Units  Estimated Accuracy
 QG0736;SPC ME E     -   168,490.      236,930.      MT  (+/- 180 meters Scaled)
 QG0736
 QG0736                          SUPERSEDED SURVEY CONTROL
 QG0736
 QG0736  NGVD 29 (??/??/92)  118.731  (m)          389.54   (f) ADJ UNCH    2 0
 QG0736
 QG0736.Superseded values are not recommended for survey control.
 QG0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0736.See file dsdata.txt to determine how the superseded data were derived.
 QG0736
 QG0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL762030(NAD 83)
 QG0736_MARKER: DB = BENCH MARK DISK
 QG0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0736_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0736_STAMPING: B 34 1935
 QG0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0736+STABILITY: SURFACE MOTION
 QG0736
 QG0736  HISTORY     - Date     Condition        Report By
 QG0736  HISTORY     - 1935     MONUMENTED       CGS
 QG0736  HISTORY     - 19950710 GOOD             USPSQD
 QG0736
 QG0736                          STATION DESCRIPTION
 QG0736
 QG0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QG0736'3.7 MI W FROM DOVER-FOXCROFT.
 QG0736'3.7 MILES WEST ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 QG0736'THE STATION AT DOVER-FOXCROFT, PISCATAQUIS COUNTY, 0.2 MILE
 QG0736'WEST OF MILE POST G 17, 155 YARDS EAST OF THE CENTER OF A
 QG0736'ROAD CROSSING, 135 YARDS WEST OF CULVERT 17+15, AT A SLIGHT
 QG0736'KNOLL, 39.1 FEET SOUTH OF THE SOUTH RAIL, AND 2.2 FEET NORTH
 QG0736'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED B 34
 QG0736'1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 QG0736'ABOVE GROUND.
 QG0736
 QG0736                          STATION RECOVERY (1995)
 QG0736
 QG0736'RECOVERY NOTE BY US POWER SQUADRON 1995
 QG0736'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0510 ***********************************************************************
 PE0510  DESIGNATION -  B 35
 PE0510  PID         -  PE0510
 PE0510  STATE/COUNTY-  ME/PENOBSCOT
 PE0510  USGS QUAD   -  VEAZIE (1988)
 PE0510
 PE0510                         *CURRENT SURVEY CONTROL
 PE0510  ___________________________________________________________________
 PE0510* NAD 83(1986)-  44 49 59.     (N)    068 42 30.     (W)     SCALED    
 PE0510* NAVD 88     -        35.189  (meters)     115.45   (feet)  ADJUSTED  
 PE0510  ___________________________________________________________________
 PE0510  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 PE0510  DYNAMIC HT  -          35.188 (meters)     115.45  (feet)  COMP
 PE0510  MODELED GRAV-     980,585.4   (mgal)                       NAVD 88
 PE0510
 PE0510  VERT ORDER  -  SECOND    CLASS 0
 PE0510
 PE0510.The horizontal coordinates were scaled from a topographic map and have
 PE0510.an estimated accuracy of +/- 6 seconds.
 PE0510
 PE0510.The orthometric height was determined by differential leveling
 PE0510.and adjusted by the National Geodetic Survey in June 1991..
 PE0510
 PE0510.The geoid height was determined by GEOID03.
 PE0510
 PE0510.The dynamic height is computed by dividing the NAVD 88
 PE0510.geopotential number by the normal gravity value computed on the
 PE0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0510.degrees latitude (g = 980.6199 gals.).
 PE0510
 PE0510.The modeled gravity was interpolated from observed gravity values.
 PE0510
 PE0510;                    North         East    Units  Estimated Accuracy
 PE0510;SPC ME E     -   129,610.      283,530.      MT  (+/- 180 meters Scaled)
 PE0510
 PE0510                          SUPERSEDED SURVEY CONTROL
 PE0510
 PE0510  NGVD 29 (??/??/92)   35.397  (m)          116.13   (f) ADJ UNCH    2 0
 PE0510
 PE0510.Superseded values are not recommended for survey control.
 PE0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0510.See file dsdata.txt to determine how the superseded data were derived.
 PE0510
 PE0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK230644(NAD 83)
 PE0510_MARKER: DB = BENCH MARK DISK
 PE0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0510_STAMPING: B 35 1935
 PE0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0510+STABILITY: SURFACE MOTION
 PE0510
 PE0510  HISTORY     - Date     Condition        Report By
 PE0510  HISTORY     - 1935     MONUMENTED       CGS
 PE0510  HISTORY     - 1943     GOOD             NGS
 PE0510  HISTORY     - 1981     MARK NOT FOUND   NGS
 PE0510  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 PE0510
 PE0510                          STATION DESCRIPTION
 PE0510
 PE0510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PE0510'3.8 MI NE FROM BANGOR.
 PE0510'3.8 MILES NORTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE0510'STATION AT BANGOR, PENOBSCOT COUNTY, AT VEAZIE, 0.2 MILE
 PE0510'SOUTH OF MILEPOST 141, 29 FEET NORTH OF THE CENTER OF THE
 PE0510'CROSSING OF SCHOOL STREET, 41.8 FEET EAST AT THE EAST RAIL OF
 PE0510'THE MAIN TRACK, AND 13 FEET NORTH OF A POLE.  A STANDARD DISK,
 PE0510'STAMPED B 35 1935 AND SET IN THE TOP OF A CONCRETE POST
 PE0510'PROJECTING 4 INCHES ABOVE GROUND.
 PE0510
 PE0510                          STATION RECOVERY (1981)
 PE0510
 PE0510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 PE0510'MARK NOT FOUND.
 PE0510
 PE0510                          STATION RECOVERY (1990)
 PE0510
 PE0510'RECOVERY NOTE BY US POWER SQUADRON 1990 (ELG)
 PE0510'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0164 ***********************************************************************
 PE0164  DESIGNATION -  B 39
 PE0164  PID         -  PE0164
 PE0164  STATE/COUNTY-  ME/HANCOCK
 PE0164  USGS QUAD   -  ROCKY POND (1987)
 PE0164
 PE0164                         *CURRENT SURVEY CONTROL
 PE0164  ___________________________________________________________________
 PE0164* NAD 83(1986)-  44 49 49.     (N)    068 14 45.     (W)     SCALED    
 PE0164* NAVD 88     -       100.093  (meters)     328.39   (feet)  ADJUSTED  
 PE0164  ___________________________________________________________________
 PE0164  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 PE0164  DYNAMIC HT  -         100.087 (meters)     328.37  (feet)  COMP
 PE0164  MODELED GRAV-     980,555.1   (mgal)                       NAVD 88
 PE0164
 PE0164  VERT ORDER  -  SECOND    CLASS 0
 PE0164
 PE0164.The horizontal coordinates were scaled from a topographic map and have
 PE0164.an estimated accuracy of +/- 6 seconds.
 PE0164
 PE0164.The orthometric height was determined by differential leveling
 PE0164.and adjusted by the National Geodetic Survey in June 1991..
 PE0164
 PE0164.The geoid height was determined by GEOID03.
 PE0164
 PE0164.The dynamic height is computed by dividing the NAVD 88
 PE0164.geopotential number by the normal gravity value computed on the
 PE0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0164.degrees latitude (g = 980.6199 gals.).
 PE0164
 PE0164.The modeled gravity was interpolated from observed gravity values.
 PE0164
 PE0164;                    North         East    Units  Estimated Accuracy
 PE0164;SPC ME E     -   129,320.      320,100.      MT  (+/- 180 meters Scaled)
 PE0164
 PE0164                          SUPERSEDED SURVEY CONTROL
 PE0164
 PE0164  NGVD 29 (??/??/92)  100.284  (m)          329.02   (f) ADJ UNCH    2 0
 PE0164
 PE0164.Superseded values are not recommended for survey control.
 PE0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0164.See file dsdata.txt to determine how the superseded data were derived.
 PE0164
 PE0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK596643(NAD 83)
 PE0164_MARKER: DB = BENCH MARK DISK
 PE0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0164_STAMPING: B 39 1935
 PE0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0164+STABILITY: SURFACE MOTION
 PE0164
 PE0164  HISTORY     - Date     Condition        Report By
 PE0164  HISTORY     - 1935     MONUMENTED       CGS
 PE0164
 PE0164                          STATION DESCRIPTION
 PE0164
 PE0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE0164'7.5 MI NE FROM AMHERST.
 PE0164'7.5 MILES NORTHEAST ALONG STATE HIGHWAY 9 FROM THE JUNCTION
 PE0164'OF STATE HIGHWAY 181 AT AMHERST, HANCOCK COUNTY, 50 YARDS
 PE0164'NORTHEAST OF THE FOOT OF A VERY STEEP GRADE, NEAR THE MIDDLE
 PE0164'OF A SHORT TANGENT, 86 FEET SOUTHWEST OF A 16-INCH GALVANIZED-IRON
 PE0164'CULVERT, 29 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 PE0164'AND ABOUT 4 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK,
 PE0164'STAMPED B 39 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PE0164'6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0158 ***********************************************************************
 PF0158  DESIGNATION -  B 4
 PF0158  PID         -  PF0158
 PF0158  STATE/COUNTY-  ME/OXFORD
 PF0158  USGS QUAD   -  BETHEL (1970)
 PF0158
 PF0158                         *CURRENT SURVEY CONTROL
 PF0158  ___________________________________________________________________
 PF0158* NAD 83(1986)-  44 24 35.     (N)    070 48 29.     (W)     SCALED    
 PF0158* NAVD 88     -       197.364  (meters)     647.52   (feet)  ADJUSTED  
 PF0158  ___________________________________________________________________
 PF0158  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 PF0158  DYNAMIC HT  -         197.338 (meters)     647.43  (feet)  COMP
 PF0158  MODELED GRAV-     980,481.8   (mgal)                       NAVD 88
 PF0158
 PF0158  VERT ORDER  -  FIRST     CLASS II
 PF0158
 PF0158.The horizontal coordinates were scaled from a topographic map and have
 PF0158.an estimated accuracy of +/- 6 seconds.
 PF0158
 PF0158.The orthometric height was determined by differential leveling
 PF0158.and adjusted by the National Geodetic Survey in June 1991..
 PF0158
 PF0158.The geoid height was determined by GEOID03.
 PF0158
 PF0158.The dynamic height is computed by dividing the NAVD 88
 PF0158.geopotential number by the normal gravity value computed on the
 PF0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0158.degrees latitude (g = 980.6199 gals.).
 PF0158
 PF0158.The modeled gravity was interpolated from observed gravity values.
 PF0158
 PF0158;                    North         East    Units  Estimated Accuracy
 PF0158;SPC ME W     -   175,340.      848,910.      MT  (+/- 180 meters Scaled)
 PF0158
 PF0158                          SUPERSEDED SURVEY CONTROL
 PF0158
 PF0158  NGVD 29 (??/??/92)  197.530  (m)          648.06   (f) ADJ UNCH    1 2
 PF0158
 PF0158.Superseded values are not recommended for survey control.
 PF0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0158.See file dsdata.txt to determine how the superseded data were derived.
 PF0158
 PF0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK560189(NAD 83)
 PF0158_MARKER: DB = BENCH MARK DISK
 PF0158_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PF0158_SP_SET: ABUTMENT
 PF0158_STAMPING: B 4 1922
 PF0158_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0158
 PF0158  HISTORY     - Date     Condition        Report By
 PF0158  HISTORY     - 1922     MONUMENTED       CGS
 PF0158  HISTORY     - 1934     GOOD             NGS
 PF0158  HISTORY     - 1978     GOOD             NGS
 PF0158
 PF0158                          STATION DESCRIPTION
 PF0158
 PF0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PF0158'1 MI W FROM BETHEL.
 PF0158'1.0 MILE WEST ALONG THE GRAND TRUNK RAILWAY FROM BETHEL, OXFORD
 PF0158'COUNTY, 200 FEET EAST OF A MAIN ROAD CROSSING, AT A SMALL
 PF0158'UNDERPASS IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE
 PF0158'ABUTMENT, AND 10 FEET SOUTH OF THE SOUTH RAIL.
 PF0158
 PF0158                          STATION RECOVERY (1978)
 PF0158
 PF0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PF0158'0.65 MILE WEST ALONG U.S. HIGHWAY 2 FROM THE STATE HIGHWAY 26 OVERPASS
 PF0158'AT BETHEL, 117 FT. WEST OF RAILROAD MILE POLE 71, AT A SMALL UNDERPASS
 PF0158'IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT, 1.2 FT.
 PF0158'EAST OF THE WEST EDGE, 10 FT. SOUTH OF THE SOUTH RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0408 ***********************************************************************
 PD0408  DESIGNATION -  B 40
 PD0408  PID         -  PD0408
 PD0408  STATE/COUNTY-  ME/WASHINGTON
 PD0408  USGS QUAD   -  TUG MOUNTAIN (1990)
 PD0408
 PD0408                         *CURRENT SURVEY CONTROL
 PD0408  ___________________________________________________________________
 PD0408* NAD 83(1986)-  44 55 09.     (N)    067 46 33.     (W)     SCALED    
 PD0408* NAVD 88     -       146.104  (meters)     479.34   (feet)  ADJUSTED  
 PD0408  ___________________________________________________________________
 PD0408  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 PD0408  DYNAMIC HT  -         146.094 (meters)     479.31  (feet)  COMP
 PD0408  MODELED GRAV-     980,543.0   (mgal)                       NAVD 88
 PD0408
 PD0408  VERT ORDER  -  SECOND    CLASS 0
 PD0408
 PD0408.The horizontal coordinates were scaled from a topographic map and have
 PD0408.an estimated accuracy of +/- 6 seconds.
 PD0408
 PD0408.The orthometric height was determined by differential leveling
 PD0408.and adjusted by the National Geodetic Survey in June 1991..
 PD0408
 PD0408.The geoid height was determined by GEOID03.
 PD0408
 PD0408.The dynamic height is computed by dividing the NAVD 88
 PD0408.geopotential number by the normal gravity value computed on the
 PD0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0408.degrees latitude (g = 980.6199 gals.).
 PD0408
 PD0408.The modeled gravity was interpolated from observed gravity values.
 PD0408
 PD0408;                    North         East    Units  Estimated Accuracy
 PD0408;SPC ME E     -   139,420.      357,170.      MT  (+/- 180 meters Scaled)
 PD0408
 PD0408                          SUPERSEDED SURVEY CONTROL
 PD0408
 PD0408  NGVD 29 (??/??/92)  146.295  (m)          479.97   (f) ADJ UNCH    2 0
 PD0408
 PD0408.Superseded values are not recommended for survey control.
 PD0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0408.See file dsdata.txt to determine how the superseded data were derived.
 PD0408
 PD0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK966747(NAD 83)
 PD0408_MARKER: DB = BENCH MARK DISK
 PD0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PD0408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PD0408_STAMPING: B 40 1935
 PD0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0408+STABILITY: SURFACE MOTION
 PD0408
 PD0408  HISTORY     - Date     Condition        Report By
 PD0408  HISTORY     - 1935     MONUMENTED       CGS
 PD0408
 PD0408                          STATION DESCRIPTION
 PD0408
 PD0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PD0408'6 MI W FROM WESLEY.
 PD0408'6.0 MILES WEST ALONG STATE HIGHWAY 9 FROM THE JUNCTION OF STATE
 PD0408'HIGHWAY 192 AT WESLEY, WASHINGTON COUNTY, 175 YARDS EAST OF THE
 PD0408'BOUNDARY LINE OF SE 1/4 31 MD ON THE WEST SLOPE OF A HILL, 65
 PD0408'YARDS EAST OF A 12-INCH CORRUGATED-IRON CULVERT, AND 42 FEET
 PD0408'SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 PD0408'B 40 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 PD0408'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0046 ***********************************************************************
 QF0046  DESIGNATION -  B 41
 QF0046  PID         -  QF0046
 QF0046  STATE/COUNTY-  ME/WASHINGTON
 QF0046  USGS QUAD   -  MEDDYBEMPS LAKE WEST (1987)
 QF0046
 QF0046                         *CURRENT SURVEY CONTROL
 QF0046  ___________________________________________________________________
 QF0046* NAD 83(1986)-  45 06 14.     (N)    067 27 03.     (W)     SCALED    
 QF0046* NAVD 88     -        59.751  (meters)     196.03   (feet)  ADJUSTED  
 QF0046  ___________________________________________________________________
 QF0046  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 QF0046  DYNAMIC HT  -          59.750 (meters)     196.03  (feet)  COMP
 QF0046  MODELED GRAV-     980,599.5   (mgal)                       NAVD 88
 QF0046
 QF0046  VERT ORDER  -  SECOND    CLASS 0
 QF0046
 QF0046.The horizontal coordinates were scaled from a topographic map and have
 QF0046.an estimated accuracy of +/- 6 seconds.
 QF0046
 QF0046.The orthometric height was determined by differential leveling
 QF0046.and adjusted by the National Geodetic Survey in June 1991..
 QF0046
 QF0046.The geoid height was determined by GEOID03.
 QF0046
 QF0046.The dynamic height is computed by dividing the NAVD 88
 QF0046.geopotential number by the normal gravity value computed on the
 QF0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0046.degrees latitude (g = 980.6199 gals.).
 QF0046
 QF0046.The modeled gravity was interpolated from observed gravity values.
 QF0046
 QF0046;                    North         East    Units  Estimated Accuracy
 QF0046;SPC ME E     -   160,220.      382,570.      MT  (+/- 180 meters Scaled)
 QF0046
 QF0046                          SUPERSEDED SURVEY CONTROL
 QF0046
 QF0046.No superseded survey control is available for this station.
 QF0046
 QF0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK218956(NAD 83)
 QF0046_MARKER: DB = BENCH MARK DISK
 QF0046_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QF0046_SP_SET: CULVERT
 QF0046_STAMPING: B 41 1935
 QF0046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QF0046
 QF0046  HISTORY     - Date     Condition        Report By
 QF0046  HISTORY     - 1935     MONUMENTED       CGS
 QF0046
 QF0046                          STATION DESCRIPTION
 QF0046
 QF0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QF0046'2.7 MI E FROM ALEXANDER.
 QF0046'2.7 MILES EAST ALONG STATE HIGHWAY 9 FROM THE JUNCTION OF
 QF0046'A ROAD LEADING TO SOUTH PRINCETON NEAR ALEXANDER, WASHINGTON
 QF0046'COUNTY, 240 YARDS WEST OF THE JUNCTION OF A ROAD LEADING SOUTH
 QF0046'AND A CEMETERY ON THE NORTH SIDE OF THE HIGHWAY, AT THE FOOT OF A
 QF0046'LONG STEEP HILL, AT A 5-FOOT CULVERT, AND IN THE TOP OF THE WEST
 QF0046'END OF THE SOUTH CONCRETE HEADWALL.  A STANDARD DISK, STAMPED
 QF0046'B 41 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0110 ***********************************************************************
 RE0110  DESIGNATION -  B 43
 RE0110  PID         -  RE0110
 RE0110  STATE/COUNTY-  ME/AROOSTOOK
 RE0110  USGS QUAD   -  EASTON (1984)
 RE0110
 RE0110                         *CURRENT SURVEY CONTROL
 RE0110  ___________________________________________________________________
 RE0110* NAD 83(1986)-  46 39 11.     (N)    067 55 55.     (W)     SCALED    
 RE0110* NAVD 88     -       185.639  (meters)     609.05   (feet)  ADJUSTED  
 RE0110  ___________________________________________________________________
 RE0110  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 RE0110  DYNAMIC HT  -         185.656 (meters)     609.11  (feet)  COMP
 RE0110  MODELED GRAV-     980,705.3   (mgal)                       NAVD 88
 RE0110
 RE0110  VERT ORDER  -  SECOND    CLASS 0
 RE0110
 RE0110.The horizontal coordinates were scaled from a topographic map and have
 RE0110.an estimated accuracy of +/- 6 seconds.
 RE0110
 RE0110.The orthometric height was determined by differential leveling
 RE0110.and adjusted by the National Geodetic Survey in June 1991..
 RE0110
 RE0110.The geoid height was determined by GEOID03.
 RE0110
 RE0110.The dynamic height is computed by dividing the NAVD 88
 RE0110.geopotential number by the normal gravity value computed on the
 RE0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0110.degrees latitude (g = 980.6199 gals.).
 RE0110
 RE0110.The modeled gravity was interpolated from observed gravity values.
 RE0110
 RE0110;                    North         East    Units  Estimated Accuracy
 RE0110;SPC ME E     -   332,020.      343,480.      MT  (+/- 180 meters Scaled)
 RE0110
 RE0110                          SUPERSEDED SURVEY CONTROL
 RE0110
 RE0110  NGVD 29 (??/??/92)  185.840  (m)          609.71   (f) ADJ UNCH    2 0
 RE0110
 RE0110.Superseded values are not recommended for survey control.
 RE0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0110.See file dsdata.txt to determine how the superseded data were derived.
 RE0110
 RE0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM817671(NAD 83)
 RE0110_MARKER: DB = BENCH MARK DISK
 RE0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RE0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RE0110_STAMPING: B 43 1935
 RE0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RE0110+STABILITY: SURFACE MOTION
 RE0110
 RE0110  HISTORY     - Date     Condition        Report By
 RE0110  HISTORY     - 1935     MONUMENTED       CGS
 RE0110  HISTORY     - 1951     MARK NOT FOUND   NGS
 RE0110
 RE0110                          STATION DESCRIPTION
 RE0110
 RE0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RE0110'1.2 MI SW FROM EASTON.
 RE0110'ABOUT 1.2 MILES SOUTHWEST ALONG THE BANGOR AND AROOSTOOK RAILROAD
 RE0110'FROM THE STATION AT EASTON, AROOSTOOK COUNTY, ABOUT 0.4 MILE
 RE0110'SOUTHWEST OF MILEPOST F 3, 38 FEET NORTHEAST OF THE CENTER
 RE0110'LINE OF A ROAD LEADING TO A FARMHOUSE, 23 FEET SOUTHEAST OF
 RE0110'THE SOUTHEAST RAIL, 9 FEET SOUTHWEST OF A POLE, AND 8.5 FEET
 RE0110'NORTHWEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 RE0110'B 43 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 RE0110'4 INCHES ABOVE GROUND.
 RE0110
 RE0110                          STATION RECOVERY (1951)
 RE0110
 RE0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 RE0110'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1147 ***********************************************************************
 PE1147  DESIGNATION -  B 44
 PE1147  PID         -  PE1147
 PE1147  STATE/COUNTY-  ME/KENNEBEC
 PE1147  USGS QUAD   -  AUGUSTA (1991)
 PE1147
 PE1147                         *CURRENT SURVEY CONTROL
 PE1147  ___________________________________________________________________
 PE1147* NAD 83(1986)-  44 19 00.     (N)    069 47 22.     (W)     SCALED    
 PE1147* NAVD 88     -       107.513  (meters)     352.73   (feet)  ADJUSTED  
 PE1147  ___________________________________________________________________
 PE1147  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 PE1147  DYNAMIC HT  -         107.503 (meters)     352.70  (feet)  COMP
 PE1147  MODELED GRAV-     980,521.3   (mgal)                       NAVD 88
 PE1147
 PE1147  VERT ORDER  -  SECOND    CLASS 0
 PE1147
 PE1147.This mark is at Augusta Airport (AUG)
 PE1147
 PE1147.The horizontal coordinates were scaled from a topographic map and have
 PE1147.an estimated accuracy of +/- 6 seconds.
 PE1147
 PE1147.The orthometric height was determined by differential leveling
 PE1147.and adjusted by the National Geodetic Survey in June 1991..
 PE1147
 PE1147.The geoid height was determined by GEOID03.
 PE1147
 PE1147.The dynamic height is computed by dividing the NAVD 88
 PE1147.geopotential number by the normal gravity value computed on the
 PE1147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1147.degrees latitude (g = 980.6199 gals.).
 PE1147
 PE1147.The modeled gravity was interpolated from observed gravity values.
 PE1147
 PE1147;                    North         East    Units  Estimated Accuracy
 PE1147;SPC ME W     -   164,870.      930,090.      MT  (+/- 180 meters Scaled)
 PE1147
 PE1147                          SUPERSEDED SURVEY CONTROL
 PE1147
 PE1147  NGVD 29 (??/??/92)  107.733  (m)          353.45   (f) ADJ UNCH    2 0
 PE1147
 PE1147.Superseded values are not recommended for survey control.
 PE1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1147.See file dsdata.txt to determine how the superseded data were derived.
 PE1147
 PE1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK370073(NAD 83)
 PE1147_MARKER: DB = BENCH MARK DISK
 PE1147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1147_STAMPING: B 44 1935
 PE1147_MARK LOGO: NGS   
 PE1147_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PE1147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1147+STABILITY: SURFACE MOTION
 PE1147
 PE1147  HISTORY     - Date     Condition        Report By
 PE1147  HISTORY     - 1935     MONUMENTED       CGS
 PE1147  HISTORY     - 1974     GOOD             NGS
 PE1147  HISTORY     - 1974     GOOD             NGS
 PE1147  HISTORY     - 19830615 GOOD             CGS
 PE1147  HISTORY     - 19860615 GOOD             CGS
 PE1147  HISTORY     - 19951005 MARK NOT FOUND   NGS
 PE1147
 PE1147                          STATION DESCRIPTION
 PE1147
 PE1147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 PE1147'AT AUGUSTA AIRPORT.
 PE1147'AT AUGUSTA AIRPORT, NEAR THE CENTER OF A TRIANGLE OF SOD BOUNDED
 PE1147'ON THE WEST BY TAXIWAY 3-21, ON THE NORTHEAST BY TAXIWAY 12-30,
 PE1147'AND ON THE SOUTHEAST BY RUNWAY 8-26.  THE MARK IS 204.7 FT.
 PE1147'SOUTHEAST OF THE INTERSECTION OF TAXIWAYS 12-30 AND 3-21, 353.25
 PE1147'FT. WEST OF THE INTERSECTION OF TAXIWAY 12-30 AND RUNWAY 8-26,
 PE1147'104.6 FT. NORTHWEST OF THE NORTHWEST EDGE OF RUNWAY 8-26, AND
 PE1147'SET IN THE TOP OF A CONCRETE POST 2 INCHES BELOW THE SURFACE
 PE1147'OF THE GROUND.
 PE1147
 PE1147                          STATION RECOVERY (1974)
 PE1147
 PE1147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 PE1147'RECOVERED IN GOOD CONDITION.
 PE1147
 PE1147                          STATION RECOVERY (1983)
 PE1147
 PE1147'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1983
 PE1147'THE STATION IS LOCATED AT THE AUGUSTA STATE AIRPORT, AUGUSTA, MAINE
 PE1147'NEAR THE CENTER OF A TRIANGLE OF SOD BOUNDED ON THE WEST BY TAXIWAY
 PE1147'3-21 ON THE NORTHEAST BY TAXIWAY 12-30 AND ON THE SOUTHEAST BY RUNWAY
 PE1147'8-26.  THE MARK IS 204.7 FT (62.4 M) SOUTHEAST OF THE INTERSECTION OF
 PE1147'TAXIWAYS 12-30 AND 3-21, 353.25 FT (107.67 M) WEST OF THE INTERSECTION
 PE1147'OF TAXIWAY 12-30 AND RUNWAY 8-26, AND 104.6 FT (31.9 M) NORTHWEST OF
 PE1147'THE NORTHWEST EDGE OF RUNWAY 8-26.
 PE1147
 PE1147                          STATION RECOVERY (1986)
 PE1147
 PE1147'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1986
 PE1147'DESTROYED, NEW TAXIWAYS AND RUNWAYS, JLD 1986.
 PE1147
 PE1147                          STATION RECOVERY (1995)
 PE1147
 PE1147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (KB)
 PE1147'NOT FOUND.  NOS DESCRIPTION INDICATES STATION HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1262 ***********************************************************************
 PE1262  DESIGNATION -  B 46
 PE1262  PID         -  PE1262
 PE1262  STATE/COUNTY-  ME/KENNEBEC
 PE1262  USGS QUAD   -  CHINA LAKE (1983)
 PE1262
 PE1262                         *CURRENT SURVEY CONTROL
 PE1262  ___________________________________________________________________
 PE1262* NAD 83(1986)-  44 23 53.     (N)    069 34 11.     (W)     SCALED    
 PE1262* NAVD 88     -        73.990  (meters)     242.75   (feet)  ADJUSTED  
 PE1262  ___________________________________________________________________
 PE1262  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 PE1262  DYNAMIC HT  -          73.984 (meters)     242.73  (feet)  COMP
 PE1262  MODELED GRAV-     980,541.1   (mgal)                       NAVD 88
 PE1262
 PE1262  VERT ORDER  -  SECOND    CLASS 0
 PE1262
 PE1262.The horizontal coordinates were scaled from a topographic map and have
 PE1262.an estimated accuracy of +/- 6 seconds.
 PE1262
 PE1262.The orthometric height was determined by differential leveling
 PE1262.and adjusted by the National Geodetic Survey in June 1991..
 PE1262
 PE1262.The geoid height was determined by GEOID03.
 PE1262
 PE1262.The dynamic height is computed by dividing the NAVD 88
 PE1262.geopotential number by the normal gravity value computed on the
 PE1262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1262.degrees latitude (g = 980.6199 gals.).
 PE1262
 PE1262.The modeled gravity was interpolated from observed gravity values.
 PE1262
 PE1262;                    North         East    Units  Estimated Accuracy
 PE1262;SPC ME W     -   174,020.      947,560.      MT  (+/- 180 meters Scaled)
 PE1262
 PE1262                          SUPERSEDED SURVEY CONTROL
 PE1262
 PE1262  NGVD 29 (??/??/92)   74.204  (m)          243.45   (f) ADJ UNCH    2 0
 PE1262
 PE1262.Superseded values are not recommended for survey control.
 PE1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1262.See file dsdata.txt to determine how the superseded data were derived.
 PE1262
 PE1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK546162(NAD 83)
 PE1262_MARKER: DB = BENCH MARK DISK
 PE1262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1262_STAMPING: B 46 1935
 PE1262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1262+STABILITY: SURFACE MOTION
 PE1262
 PE1262  HISTORY     - Date     Condition        Report By
 PE1262  HISTORY     - 1935     MONUMENTED       CGS
 PE1262  HISTORY     - 1979     MARK NOT FOUND   USGS
 PE1262
 PE1262                          STATION DESCRIPTION
 PE1262
 PE1262'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE1262'AT SOUTH CHINA.
 PE1262'AT SOUTH CHINA, KENNEBEC COUNTY, 5 POLES NORTHEAST OF STATE
 PE1262'HIGHWAY 3, 85 FEET NORTHWEST OF THE CENTERLINE OF A DRIVE LEADING
 PE1262'TO THE THIRD HOUSE NORTHWEST OF THE HIGHWAY, AT THE WEST SIDE
 PE1262'OF STATE HIGHWAY 9, 24 FEET SOUTHWEST OF THE CENTERLINE OF THE
 PE1262'HIGHWAY, 9 FEET WEST OF A LARGE TREE, AND 8.5 FEET EAST OF A
 PE1262'POLE.  A STANDARD DISK, STAMPED B 46 1935 AND SET IN THE TOP
 PE1262'OF A CONCRETE POST FLUSH WITH THE GROUND.
 PE1262
 PE1262                          STATION RECOVERY (1979)
 PE1262
 PE1262'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PE1262'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0912 ***********************************************************************
 PE0912  DESIGNATION -  B 47
 PE0912  PID         -  PE0912
 PE0912  STATE/COUNTY-  ME/LINCOLN
 PE0912  USGS QUAD   -  JEFFERSON (1979)
 PE0912
 PE0912                         *CURRENT SURVEY CONTROL
 PE0912  ___________________________________________________________________
 PE0912* NAD 83(1986)-  44 10 59.     (N)    069 22 32.     (W)     SCALED    
 PE0912* NAVD 88     -        73.793  (meters)     242.10   (feet)  ADJUSTED  
 PE0912  ___________________________________________________________________
 PE0912  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 PE0912  DYNAMIC HT  -          73.786 (meters)     242.08  (feet)  COMP
 PE0912  MODELED GRAV-     980,520.8   (mgal)                       NAVD 88
 PE0912
 PE0912  VERT ORDER  -  SECOND    CLASS 0
 PE0912
 PE0912.The horizontal coordinates were scaled from a topographic map and have
 PE0912.an estimated accuracy of +/- 6 seconds.
 PE0912
 PE0912.The orthometric height was determined by differential leveling
 PE0912.and adjusted by the National Geodetic Survey in June 1991..
 PE0912
 PE0912.The geoid height was determined by GEOID03.
 PE0912
 PE0912.The dynamic height is computed by dividing the NAVD 88
 PE0912.geopotential number by the normal gravity value computed on the
 PE0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0912.degrees latitude (g = 980.6199 gals.).
 PE0912
 PE0912.The modeled gravity was interpolated from observed gravity values.
 PE0912
 PE0912;                    North         East    Units  Estimated Accuracy
 PE0912;SPC ME W     -   150,260.      963,260.      MT  (+/- 180 meters Scaled)
 PE0912
 PE0912                          SUPERSEDED SURVEY CONTROL
 PE0912
 PE0912  NGVD 29 (??/??/92)   74.006  (m)          242.80   (f) ADJ UNCH    2 0
 PE0912
 PE0912.Superseded values are not recommended for survey control.
 PE0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0912.See file dsdata.txt to determine how the superseded data were derived.
 PE0912
 PE0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ699922(NAD 83)
 PE0912_MARKER: DB = BENCH MARK DISK
 PE0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0912_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0912_STAMPING: B 47 1935
 PE0912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0912+STABILITY: SURFACE MOTION
 PE0912
 PE0912  HISTORY     - Date     Condition        Report By
 PE0912  HISTORY     - 1935     MONUMENTED       CGS
 PE0912
 PE0912                          STATION DESCRIPTION
 PE0912
 PE0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE0912'AT NORTH WALDOBORO.
 PE0912'AT NORTH WALDOBORO, LINCOLN COUNTY, ON STATE HIGHWAY 220, 109
 PE0912'YARDS SOUTH OF THE CENTER OF A GRADED-ROAD CROSSING, 62 YARDS NORTH
 PE0912'OF THE NORTH WALL OF A POST OFFICE, 74 FEET NORTHEAST OF A LARGE
 PE0912'TREE, 70.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF P. AND H.
 PE0912'BUILDING MAPLE GRANGE 187, 34 FEET WEST OF THE CENTERLINE OF THE
 PE0912'HIGHWAY, AND 23 FEET NORTHWEST OF THE WEST END OF A LARGE SIGNBOARD.
 PE0912'A STANDARD DISK, STAMPED B 47 1935 AND SET IN THE TOP OF A CONCRETE
 PE0912'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0940 ***********************************************************************
 PE0940  DESIGNATION -  B 48
 PE0940  PID         -  PE0940
 PE0940  STATE/COUNTY-  ME/WALDO
 PE0940  USGS QUAD   -  LIBERTY (1979)
 PE0940
 PE0940                         *CURRENT SURVEY CONTROL
 PE0940  ___________________________________________________________________
 PE0940* NAD 83(1986)-  44 27 26.     (N)    069 16 07.     (W)     SCALED    
 PE0940* NAVD 88     -       180.042  (meters)     590.69   (feet)  ADJUSTED  
 PE0940  ___________________________________________________________________
 PE0940  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 PE0940  DYNAMIC HT  -         180.025 (meters)     590.63  (feet)  COMP
 PE0940  MODELED GRAV-     980,518.6   (mgal)                       NAVD 88
 PE0940
 PE0940  VERT ORDER  -  SECOND    CLASS 0
 PE0940
 PE0940.The horizontal coordinates were scaled from a topographic map and have
 PE0940.an estimated accuracy of +/- 6 seconds.
 PE0940
 PE0940.The orthometric height was determined by differential leveling
 PE0940.and adjusted by the National Geodetic Survey in June 1991..
 PE0940
 PE0940.The geoid height was determined by GEOID03.
 PE0940
 PE0940.The dynamic height is computed by dividing the NAVD 88
 PE0940.geopotential number by the normal gravity value computed on the
 PE0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0940.degrees latitude (g = 980.6199 gals.).
 PE0940
 PE0940.The modeled gravity was interpolated from observed gravity values.
 PE0940
 PE0940;                    North         East    Units  Estimated Accuracy
 PE0940;SPC ME E     -    88,120.      238,830.      MT  (+/- 180 meters Scaled)
 PE0940
 PE0940                          SUPERSEDED SURVEY CONTROL
 PE0940
 PE0940  NGVD 29 (??/??/92)  180.252  (m)          591.38   (f) ADJ UNCH    2 0
 PE0940
 PE0940.Superseded values are not recommended for survey control.
 PE0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0940.See file dsdata.txt to determine how the superseded data were derived.
 PE0940
 PE0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK786226(NAD 83)
 PE0940_MARKER: DB = BENCH MARK DISK
 PE0940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0940_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0940_STAMPING: B 48 1935
 PE0940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0940+STABILITY: SURFACE MOTION
 PE0940
 PE0940  HISTORY     - Date     Condition        Report By
 PE0940  HISTORY     - 1935     MONUMENTED       CGS
 PE0940  HISTORY     - 1958     POOR             NGS
 PE0940
 PE0940                          STATION DESCRIPTION
 PE0940
 PE0940'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 PE0940'4.1 MI NE FROM MONTVILLE.
 PE0940'4.1 MILES NORTHEAST ALONG STATE HIGHWAY 220 FROM THE JUNCTION
 PE0940'OF A ROAD AT MONTVILLE, WALDO COUNTY, 200 YARDS NORTHEAST OF A
 PE0940'ROAD JUNCTION AT THE BOTTOM OF A HILL, AT THE NORTH END OF A
 PE0940'FIELD, AT THE WEST SLOPE OF A HILL, 30 FEET SOUTHWEST OF THE
 PE0940'CENTERLINE OF THE HIGHWAY, AND 15.6 FEET WEST OF A POLE.  A
 PE0940'STANDARD DISK, STAMPED B 48 1935 AND SET IN THE TOP OF A
 PE0940'CONCRETE POST PROJECTING 1/2 FOOT ABOVE GROUND.  NOTE-- POST
 PE0940'FOUND LOOSE IN GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0964 ***********************************************************************
 PE0964  DESIGNATION -  B 49
 PE0964  PID         -  PE0964
 PE0964  STATE/COUNTY-  ME/KNOX
 PE0964  USGS QUAD   -  WASHINGTON (1973)
 PE0964
 PE0964                         *CURRENT SURVEY CONTROL
 PE0964  ___________________________________________________________________
 PE0964* NAD 83(1986)-  44 17 19.     (N)    069 14 58.     (W)     SCALED    
 PE0964* NAVD 88     -        38.734  (meters)     127.08   (feet)  ADJUSTED  
 PE0964  ___________________________________________________________________
 PE0964  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 PE0964  DYNAMIC HT  -          38.730 (meters)     127.07  (feet)  COMP
 PE0964  MODELED GRAV-     980,520.8   (mgal)                       NAVD 88
 PE0964
 PE0964  VERT ORDER  -  SECOND    CLASS 0
 PE0964
 PE0964.The horizontal coordinates were scaled from a topographic map and have
 PE0964.an estimated accuracy of +/- 6 seconds.
 PE0964
 PE0964.The orthometric height was determined by differential leveling
 PE0964.and adjusted by the National Geodetic Survey in June 1991..
 PE0964
 PE0964.The geoid height was determined by GEOID03.
 PE0964
 PE0964.The dynamic height is computed by dividing the NAVD 88
 PE0964.geopotential number by the normal gravity value computed on the
 PE0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0964.degrees latitude (g = 980.6199 gals.).
 PE0964
 PE0964.The modeled gravity was interpolated from observed gravity values.
 PE0964
 PE0964;                    North         East    Units  Estimated Accuracy
 PE0964;SPC ME E     -    69,370.      240,190.      MT  (+/- 180 meters Scaled)
 PE0964
 PE0964                          SUPERSEDED SURVEY CONTROL
 PE0964
 PE0964  NGVD 29 (??/??/92)   38.946  (m)          127.78   (f) ADJ UNCH    2 0
 PE0964
 PE0964.Superseded values are not recommended for survey control.
 PE0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0964.See file dsdata.txt to determine how the superseded data were derived.
 PE0964
 PE0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK800039(NAD 83)
 PE0964_MARKER: DB = BENCH MARK DISK
 PE0964_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE0964_SP_SET: ABUTMENT
 PE0964_STAMPING: B 49 1935
 PE0964_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0964
 PE0964  HISTORY     - Date     Condition        Report By
 PE0964  HISTORY     - 1935     MONUMENTED       CGS
 PE0964
 PE0964                          STATION DESCRIPTION
 PE0964
 PE0964'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE0964'AT APPLETON.
 PE0964'AT APPLETON, KNOX COUNTY, IN THE TOP OF THE WEST WING OF THE
 PE0964'NORTHWEST CONCRETE ABUTMENT OF A HIGHWAY BRIDGE OVER ST. GEORGE
 PE0964'RIVER, AND FLUSH WITH THE CONCRETE.  A STANDARD DISK, STAMPED
 PE0964'B 49 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0078 ***********************************************************************
 PF0078  DESIGNATION -  B 5
 PF0078  PID         -  PF0078
 PF0078  STATE/COUNTY-  ME/ANDROSCOGGIN
 PF0078  USGS QUAD   -  MINOT (1981)
 PF0078
 PF0078                         *CURRENT SURVEY CONTROL
 PF0078  ___________________________________________________________________
 PF0078* NAD 83(1986)-  44 00 46.     (N)    070 15 43.     (W)     SCALED    
 PF0078* NAVD 88     -        56.278  (meters)     184.64   (feet)  ADJUSTED  
 PF0078  ___________________________________________________________________
 PF0078  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 PF0078  DYNAMIC HT  -          56.271 (meters)     184.62  (feet)  COMP
 PF0078  MODELED GRAV-     980,498.6   (mgal)                       NAVD 88
 PF0078
 PF0078  VERT ORDER  -  FIRST     CLASS I
 PF0078
 PF0078.The horizontal coordinates were scaled from a topographic map and have
 PF0078.an estimated accuracy of +/- 6 seconds.
 PF0078
 PF0078.The orthometric height was determined by differential leveling
 PF0078.and adjusted by the National Geodetic Survey in June 1991..
 PF0078
 PF0078.The geoid height was determined by GEOID03.
 PF0078
 PF0078.The dynamic height is computed by dividing the NAVD 88
 PF0078.geopotential number by the normal gravity value computed on the
 PF0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0078.degrees latitude (g = 980.6199 gals.).
 PF0078
 PF0078.The modeled gravity was interpolated from observed gravity values.
 PF0078
 PF0078;                    North         East    Units  Estimated Accuracy
 PF0078;SPC ME W     -   131,040.      892,360.      MT  (+/- 180 meters Scaled)
 PF0078
 PF0078                          SUPERSEDED SURVEY CONTROL
 PF0078
 PF0078  NGVD 29 (??/??/92)   56.469  (m)          185.27   (f) ADJ UNCH    1 1
 PF0078
 PF0078.Superseded values are not recommended for survey control.
 PF0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0078.See file dsdata.txt to determine how the superseded data were derived.
 PF0078
 PF0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ988740(NAD 83)
 PF0078_MARKER: DB = BENCH MARK DISK
 PF0078_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PF0078_SP_SET: ABUTMENT
 PF0078_STAMPING: B 5 ELEV 185.196 FT 1922
 PF0078_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0078
 PF0078  HISTORY     - Date     Condition        Report By
 PF0078  HISTORY     - 1922     MONUMENTED       CGS
 PF0078  HISTORY     - 1966     GOOD             NGS
 PF0078  HISTORY     - 1978     GOOD             NGS
 PF0078  HISTORY     - 1978     GOOD             DOD
 PF0078
 PF0078                          STATION DESCRIPTION
 PF0078
 PF0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PF0078'0.6 MI S FROM DANVILLE.
 PF0078'ABOUT 0.6 MILE SOUTH ALONG THE CANADIAN NATIONAL RAILWAY FROM
 PF0078'DANVILLE JCT. AT DANVILLE, 0.5 MILE NORTH OF A GRAVELED ROAD
 PF0078'CROSSING, AT BRIDGE 26-9 OVER THE ROYAL RIVER, 12.9 FEET EAST OF
 PF0078'THE EAST RAIL, ABOUT 1/2 FOOT BELOW THE LEVEL OF THE TRACK AND IN
 PF0078'THE TOP OF THE EAST END OF THE NORTH STONE ABUTMENT OF THE BRIDGE.
 PF0078
 PF0078                          STATION RECOVERY (1978)
 PF0078
 PF0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PF0078'RECOVERED IN GOOD CONDITION.
 PF0078
 PF0078                          STATION RECOVERY (1978)
 PF0078
 PF0078'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PF0078'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0009 ***********************************************************************
 RG0009  DESIGNATION -  B 5
 RG0009  PID         -  RG0009
 RG0009  STATE/COUNTY-  ME/SOMERSET
 RG0009  USGS QUAD   -  DAAQUAM (1987)
 RG0009
 RG0009                         *CURRENT SURVEY CONTROL
 RG0009  ___________________________________________________________________
 RG0009* NAD 83(1986)-  46 33 41.     (N)    070 05 04.     (W)     SCALED    
 RG0009* NAVD 88     -       351.064  (meters)    1151.78   (feet)  ADJUSTED  
 RG0009  ___________________________________________________________________
 RG0009  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 RG0009  DYNAMIC HT  -         351.073 (meters)    1151.81  (feet)  COMP
 RG0009  MODELED GRAV-     980,629.2   (mgal)                       NAVD 88
 RG0009
 RG0009  VERT ORDER  -  FIRST     CLASS II
 RG0009
 RG0009.The horizontal coordinates were scaled from a topographic map and have
 RG0009.an estimated accuracy of +/- 6 seconds.
 RG0009
 RG0009.The orthometric height was determined by differential leveling
 RG0009.and adjusted by the National Geodetic Survey in June 1991..
 RG0009
 RG0009.The geoid height was determined by GEOID03.
 RG0009
 RG0009.The dynamic height is computed by dividing the NAVD 88
 RG0009.geopotential number by the normal gravity value computed on the
 RG0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RG0009.degrees latitude (g = 980.6199 gals.).
 RG0009
 RG0009.The modeled gravity was interpolated from observed gravity values.
 RG0009
 RG0009;                    North         East    Units  Estimated Accuracy
 RG0009;SPC ME W     -   414,270.      906,300.      MT  (+/- 180 meters Scaled)
 RG0009
 RG0009                          SUPERSEDED SURVEY CONTROL
 RG0009
 RG0009  NGVD 29 (??/??/92)  351.236  (m)         1152.35   (f) ADJ UNCH    1 2
 RG0009
 RG0009.Superseded values are not recommended for survey control.
 RG0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0009.See file dsdata.txt to determine how the superseded data were derived.
 RG0009
 RG0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM168569(NAD 83)
 RG0009_MARKER: DB = BENCH MARK DISK
 RG0009_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RG0009_SP_SET: CONCRETE BASE
 RG0009_STAMPING: B 5 1953
 RG0009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0009
 RG0009  HISTORY     - Date     Condition        Report By
 RG0009  HISTORY     - 1953     MONUMENTED       CGS
 RG0009
 RG0009                          STATION DESCRIPTION
 RG0009
 RG0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RG0009'0.1 MI NE FROM STE JUSTE.
 RG0009'AT STE JUSTE, ABOUT 0.1 MILE NORTHEAST ALONG THE QUEBEC CENTRAL
 RG0009'RAILWAY FROM THE STATION, 13 RAILS NORTHEAST OF ROAD CROSSING
 RG0009'OF STE JUSTE, 4 1/2 RAILS SOUTHWEST OF MILE POST 68, 66 FEET
 RG0009'SOUTHEAST OF SOUTHEAST RAIL AND SET IN THE TOP OF A LARGE (10 BY
 RG0009'6-FOOT) ABANDONED CONCRETE BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0992 ***********************************************************************
 PE0992  DESIGNATION -  B 50
 PE0992  PID         -  PE0992
 PE0992  STATE/COUNTY-  ME/WALDO
 PE0992  USGS QUAD   -  BELFAST (1979)
 PE0992
 PE0992                         *CURRENT SURVEY CONTROL
 PE0992  ___________________________________________________________________
 PE0992* NAD 83(1986)-  44 24 21.     (N)    069 06 16.     (W)     SCALED    
 PE0992* NAVD 88     -       111.575  (meters)     366.06   (feet)  ADJUSTED  
 PE0992  ___________________________________________________________________
 PE0992  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 PE0992  DYNAMIC HT  -         111.566 (meters)     366.03  (feet)  COMP
 PE0992  MODELED GRAV-     980,536.7   (mgal)                       NAVD 88
 PE0992
 PE0992  VERT ORDER  -  SECOND    CLASS 0
 PE0992
 PE0992.The horizontal coordinates were scaled from a topographic map and have
 PE0992.an estimated accuracy of +/- 6 seconds.
 PE0992
 PE0992.The orthometric height was determined by differential leveling
 PE0992.and adjusted by the National Geodetic Survey in June 1991..
 PE0992
 PE0992.The geoid height was determined by GEOID03.
 PE0992
 PE0992.The dynamic height is computed by dividing the NAVD 88
 PE0992.geopotential number by the normal gravity value computed on the
 PE0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0992.degrees latitude (g = 980.6199 gals.).
 PE0992
 PE0992.The modeled gravity was interpolated from observed gravity values.
 PE0992
 PE0992;                    North         East    Units  Estimated Accuracy
 PE0992;SPC ME E     -    82,300.      251,860.      MT  (+/- 180 meters Scaled)
 PE0992
 PE0992                          SUPERSEDED SURVEY CONTROL
 PE0992
 PE0992  NGVD 29 (??/??/92)  111.80   (m)          366.8    (f) COMPUTED    2 0
 PE0992
 PE0992.Superseded values are not recommended for survey control.
 PE0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0992.See file dsdata.txt to determine how the superseded data were derived.
 PE0992
 PE0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK916169(NAD 83)
 PE0992_MARKER: DB = BENCH MARK DISK
 PE0992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0992_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0992_STAMPING: B 50 1935
 PE0992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0992+STABILITY: SURFACE MOTION
 PE0992
 PE0992  HISTORY     - Date     Condition        Report By
 PE0992  HISTORY     - 1935     MONUMENTED       CGS
 PE0992
 PE0992                          STATION DESCRIPTION
 PE0992
 PE0992'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE0992'1.5 MI E FROM BELMONT.
 PE0992'B-50 IS LOCATED 1.5 MILES EAST OF THE JUNCTION AT BELMONT OF
 PE0992'STATE HYS. 131 AND 3, 0.4 MILE WEST OF BELMONT-BELFAST TOWN LINE,
 PE0992'5 TELEPHONE POLES WEST OF SIDE ROAD TO NORTH, 64 FT. SOUTHWEST
 PE0992'OF A LARGE MAPLE TREE ACROSS HIGHWAY, 33 FT. SOUTH OF CENTERLINE
 PE0992'OF HY., 30 FT. WEST OF CENTERLINE OF SMALL FIELD ROAD TO SOUTH.
 PE0992'TABLET SET IN TOP OF CONCRETE POST 4 IN HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0993 ***********************************************************************
 PE0993  DESIGNATION -  B 50 RESET 1955
 PE0993  PID         -  PE0993
 PE0993  STATE/COUNTY-  ME/WALDO
 PE0993  USGS QUAD   -  BELFAST (1979)
 PE0993
 PE0993                         *CURRENT SURVEY CONTROL
 PE0993  ___________________________________________________________________
 PE0993* NAD 83(1986)-  44 24 21.     (N)    069 06 16.     (W)     SCALED    
 PE0993* NAVD 88     -       111.18   (meters)     364.8    (feet)  RESET     
 PE0993  ___________________________________________________________________
 PE0993  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 PE0993
 PE0993  VERT ORDER  -  THIRD
 PE0993
 PE0993.The horizontal coordinates were scaled from a topographic map and have
 PE0993.an estimated accuracy of +/- 6 seconds.
 PE0993
 PE0993.The orthometric height was computed from unverified reset data.
 PE0993
 PE0993.The geoid height was determined by GEOID03.
 PE0993
 PE0993;                    North         East    Units  Estimated Accuracy
 PE0993;SPC ME E     -    82,300.      251,860.      MT  (+/- 180 meters Scaled)
 PE0993
 PE0993                          SUPERSEDED SURVEY CONTROL
 PE0993
 PE0993  NGVD 29 (??/??/??)  111.41   (m)          365.5    (f) RESET       3  
 PE0993
 PE0993.Superseded values are not recommended for survey control.
 PE0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0993.See file dsdata.txt to determine how the superseded data were derived.
 PE0993
 PE0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK916169(NAD 83)
 PE0993_MARKER: DB = BENCH MARK DISK
 PE0993_SETTING: 66 = SET IN ROCK OUTCROP
 PE0993_SP_SET: ROCK OUTCROP
 PE0993_STAMPING: B 50 RESET 1955
 PE0993_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0993+STABILITY: POSITION/ELEVATION WELL
 PE0993
 PE0993  HISTORY     - Date     Condition        Report By
 PE0993  HISTORY     - 1955     MONUMENTED       MEHD
 PE0993  HISTORY     - 1957     GOOD             NGS
 PE0993
 PE0993                          STATION DESCRIPTION
 PE0993
 PE0993'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 PE0993'1.5 MI W FROM BELMONT.
 PE0993'1.5 MILES EAST ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF STATE
 PE0993'HIGHWAY 131 AT BELMONT, 0.4 MILE WEST OF THE BELFAST-BELMONT
 PE0993'TOWN LINE, 30 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND
 PE0993'40 FEET EAST OF THE CENTERLINE OF A SMALL FIELD ROAD LEADING
 PE0993'SOUTH.  THE DISK IS SET IN THE TOP OF A LEDGE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1319 ***********************************************************************
 PE1319  DESIGNATION -  B 51
 PE1319  PID         -  PE1319
 PE1319  STATE/COUNTY-  ME/KENNEBEC
 PE1319  USGS QUAD   -  TOGUS POND (1982)
 PE1319
 PE1319                         *CURRENT SURVEY CONTROL
 PE1319  ___________________________________________________________________
 PE1319* NAD 83(1986)-  44 20 50.     (N)    069 39 01.     (W)     SCALED    
 PE1319* NAVD 88     -        81.672  (meters)     267.95   (feet)  ADJUSTED  
 PE1319  ___________________________________________________________________
 PE1319  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 PE1319  DYNAMIC HT  -          81.664 (meters)     267.93  (feet)  COMP
 PE1319  MODELED GRAV-     980,529.5   (mgal)                       NAVD 88
 PE1319
 PE1319  VERT ORDER  -  SECOND    CLASS 0
 PE1319
 PE1319.The horizontal coordinates were scaled from a topographic map and have
 PE1319.an estimated accuracy of +/- 6 seconds.
 PE1319
 PE1319.The orthometric height was determined by differential leveling
 PE1319.and adjusted by the National Geodetic Survey in June 1991..
 PE1319
 PE1319.The geoid height was determined by GEOID03.
 PE1319
 PE1319.The dynamic height is computed by dividing the NAVD 88
 PE1319.geopotential number by the normal gravity value computed on the
 PE1319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1319.degrees latitude (g = 980.6199 gals.).
 PE1319
 PE1319.The modeled gravity was interpolated from observed gravity values.
 PE1319
 PE1319;                    North         East    Units  Estimated Accuracy
 PE1319;SPC ME W     -   168,320.      941,170.      MT  (+/- 180 meters Scaled)
 PE1319
 PE1319                          SUPERSEDED SURVEY CONTROL
 PE1319
 PE1319  NGVD 29 (??/??/92)   81.886  (m)          268.65   (f) ADJ UNCH    2 0
 PE1319
 PE1319.Superseded values are not recommended for survey control.
 PE1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1319.See file dsdata.txt to determine how the superseded data were derived.
 PE1319
 PE1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK481106(NAD 83)
 PE1319_MARKER: DB = BENCH MARK DISK
 PE1319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1319_STAMPING: B 51 1935
 PE1319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1319+STABILITY: SURFACE MOTION
 PE1319
 PE1319  HISTORY     - Date     Condition        Report By
 PE1319  HISTORY     - 1935     MONUMENTED       CGS
 PE1319  HISTORY     - 1979     MARK NOT FOUND   USGS
 PE1319
 PE1319                          STATION DESCRIPTION
 PE1319
 PE1319'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE1319'5.3 MI SW FROM SOUTH CHINA.
 PE1319'5.3 MILES SOUTHWEST ALONG STATE HIGHWAY 3 FROM THE INTERSECTION
 PE1319'OF STATE HIGHWAYS 32 AND 9 AT SOUTH CHINA, KENNEBEC COUNTY, 60
 PE1319'YARDS WEST OF THE WEST END OF A CURVE, OPPOSITE A 6 FOOT CUT,
 PE1319'103 FEET EAST OF THE EAST END OF AN OLD LOG MARKED ESSO OIL
 PE1319'STATION, 36 FEET EAST OF A POLE, AND 26 FEET SOUTH OF THE
 PE1319'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED B 51 1935
 PE1319'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 PE1319'GROUND.
 PE1319
 PE1319                          STATION RECOVERY (1979)
 PE1319
 PE1319'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PE1319'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1668 ***********************************************************************
 PE1668  DESIGNATION -  B 52 RESET 1977
 PE1668  PID         -  PE1668
 PE1668  STATE/COUNTY-  ME/KNOX
 PE1668  USGS QUAD   -  UNION (1979)
 PE1668
 PE1668                         *CURRENT SURVEY CONTROL
 PE1668  ___________________________________________________________________
 PE1668* NAD 83(1986)-  44 12 59.     (N)    069 18 46.     (W)     SCALED    
 PE1668* NAVD 88     -        45.66   (+/-2cm)     149.8    (feet)  VERTCON   
 PE1668  ___________________________________________________________________
 PE1668  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 PE1668
 PE1668  VERT ORDER  -  THIRD (See Below)
 PE1668
 PE1668.The horizontal coordinates were scaled from a topographic map and have
 PE1668.an estimated accuracy of +/- 6 seconds.
 PE1668
 PE1668.The NAVD 88 height was computed by applying the VERTCON shift value to
 PE1668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PE1668.The vertical order pertains to the NGVD 29 superseded value.
 PE1668
 PE1668.The geoid height was determined by GEOID03.
 PE1668
 PE1668;                    North         East    Units  Estimated Accuracy
 PE1668;SPC ME E     -    61,400.      235,050.      MT  (+/- 180 meters Scaled)
 PE1668
 PE1668                          SUPERSEDED SURVEY CONTROL
 PE1668
 PE1668  NGVD 29 (01/19/06)   45.87   (m)          150.5    (f) RESET       3  
 PE1668
 PE1668.Superseded values are not recommended for survey control.
 PE1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1668.See file dsdata.txt to determine how the superseded data were derived.
 PE1668
 PE1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ750959(NAD 83)
 PE1668_MARKER: DB = BENCH MARK DISK
 PE1668_SETTING: 0 = UNSPECIFIED SETTING
 PE1668_STAMPING: B 52 RESET 1977
 PE1668_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE1668
 PE1668  HISTORY     - Date     Condition        Report By
 PE1668  HISTORY     - 1977     MONUMENTED       RBNF
 PE1668
 PE1668                          STATION DESCRIPTION
 PE1668
 PE1668'DESCRIBED BY RESEARCHED BUT NOT FOUND 1977
 PE1668'IN UNION.
 PE1668'FROM THE POST OFFICE IN UNION, GO NORTHWESTERLY ON COMMON ROAD FOR
 PE1668'0.6 MILE TO THE JUNCTION WITH ROUTE 17.  TURN LEFT AND GO WESTERLY
 PE1668'ON ROUTE 17 FOR 0.7 MILE TO A CROSSROAD (CLARRY HILL ROAD), CONTINUE
 PE1668'ON ROUUE 17 FOR 1.45 MILE TO THE COLE ROAD ON THE LEFT, CONTINUE ON
 PE1668'ROUTE 17 WESTERLY FOR 0.15 MILE TO UTILITY POLE NO 50/49 ON THE RIGHT
 PE1668'AND THE BENCH MARK IN THE FIELD ON THE RIGHT, 142 FEET NORTH OF THE
 PE1668'CENTERLINE OF ROUTE 17, 33 FEET NORTHWEST OF A 5 FOOT BY 5 FOOT
 PE1668'BOULDER, 4 FEET NORTHEAST OF A 18-INCH HIGH ROCK CAIRN, 80 FEET
 PE1668'EAST OF A NORTH-SOUTH FENCE AND 113.5 NORTH OF A EAST-WEST FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1308 ***********************************************************************
 PE1308  DESIGNATION -  B 53
 PE1308  PID         -  PE1308
 PE1308  STATE/COUNTY-  ME/KENNEBEC
 PE1308  USGS QUAD   -  AUGUSTA (1991)
 PE1308
 PE1308                         *CURRENT SURVEY CONTROL
 PE1308  ___________________________________________________________________
 PE1308* NAD 83(1986)-  44 18 58.     (N)    069 46 01.     (W)     SCALED    
 PE1308* NAVD 88     -        29.440  (meters)      96.59   (feet)  ADJUSTED  
 PE1308  ___________________________________________________________________
 PE1308  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 PE1308  DYNAMIC HT  -          29.437 (meters)      96.58  (feet)  COMP
 PE1308  MODELED GRAV-     980,522.2   (mgal)                       NAVD 88
 PE1308
 PE1308  VERT ORDER  -  SECOND    CLASS 0
 PE1308
 PE1308.The horizontal coordinates were scaled from a topographic map and have
 PE1308.an estimated accuracy of +/- 6 seconds.
 PE1308
 PE1308.The orthometric height was determined by differential leveling
 PE1308.and adjusted by the National Geodetic Survey in June 1991..
 PE1308
 PE1308.The geoid height was determined by GEOID03.
 PE1308
 PE1308.The dynamic height is computed by dividing the NAVD 88
 PE1308.geopotential number by the normal gravity value computed on the
 PE1308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1308.degrees latitude (g = 980.6199 gals.).
 PE1308
 PE1308.The modeled gravity was interpolated from observed gravity values.
 PE1308
 PE1308;                    North         East    Units  Estimated Accuracy
 PE1308;SPC ME W     -   164,820.      931,890.      MT  (+/- 180 meters Scaled)
 PE1308
 PE1308                          SUPERSEDED SURVEY CONTROL
 PE1308
 PE1308  NGVD 29 (??/??/92)   29.66   (m)           97.3    (f) COMPUTED    2 0
 PE1308
 PE1308.Superseded values are not recommended for survey control.
 PE1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1308.See file dsdata.txt to determine how the superseded data were derived.
 PE1308
 PE1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK388072(NAD 83)
 PE1308_MARKER: DB = BENCH MARK DISK
 PE1308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1308_STAMPING: B 53 1935
 PE1308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1308+STABILITY: SURFACE MOTION
 PE1308
 PE1308  HISTORY     - Date     Condition        Report By
 PE1308  HISTORY     - 1935     MONUMENTED       CGS
 PE1308  HISTORY     - 20040730 MARK NOT FOUND   USPSQD
 PE1308
 PE1308                          STATION DESCRIPTION
 PE1308
 PE1308'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE1308'AT AUGUSTA.
 PE1308'LOCATED 33.7 FT. WEST OF WEST WALL OF CONY HIGH SCHOOL BUILDING,
 PE1308'12.3 FT. SOUTHWEST OF A FLAG POLE, 2.4 FT. EAST OF EAST CURB
 PE1308'OF STONE STREET.  TABLET SET IN TOP OF CONCRETE POST SET LEVEL
 PE1308'WITH GROUND.
 PE1308
 PE1308                          STATION RECOVERY (2004)
 PE1308
 PE1308'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMW)
 PE1308'THE DESCRIBED LOCATION IS NOW A ROADWAY APPROACH TO A TRAFFIC CIRCLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1309 ***********************************************************************
 PE1309  DESIGNATION -  B 53 RESET 1949
 PE1309  PID         -  PE1309
 PE1309  STATE/COUNTY-  ME/KENNEBEC
 PE1309  USGS QUAD   -  AUGUSTA (1991)
 PE1309
 PE1309                         *CURRENT SURVEY CONTROL
 PE1309  ___________________________________________________________________
 PE1309* NAD 83(1986)-  44 18 58.     (N)    069 46 01.     (W)     SCALED    
 PE1309* NAVD 88     -        30.164  (meters)      98.96   (feet)  ADJUSTED  
 PE1309  ___________________________________________________________________
 PE1309  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 PE1309  DYNAMIC HT  -          30.161 (meters)      98.95  (feet)  COMP
 PE1309  MODELED GRAV-     980,522.2   (mgal)                       NAVD 88
 PE1309
 PE1309  VERT ORDER  -  SECOND    CLASS I
 PE1309
 PE1309.The horizontal coordinates were scaled from a topographic map and have
 PE1309.an estimated accuracy of +/- 6 seconds.
 PE1309
 PE1309.The orthometric height was determined by differential leveling
 PE1309.and adjusted by the National Geodetic Survey in June 1991..
 PE1309
 PE1309.The geoid height was determined by GEOID03.
 PE1309
 PE1309.The dynamic height is computed by dividing the NAVD 88
 PE1309.geopotential number by the normal gravity value computed on the
 PE1309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1309.degrees latitude (g = 980.6199 gals.).
 PE1309
 PE1309.The modeled gravity was interpolated from observed gravity values.
 PE1309
 PE1309;                    North         East    Units  Estimated Accuracy
 PE1309;SPC ME W     -   164,820.      931,890.      MT  (+/- 180 meters Scaled)
 PE1309
 PE1309                          SUPERSEDED SURVEY CONTROL
 PE1309
 PE1309  NGVD 29 (??/??/92)   30.382  (m)           99.68   (f) ADJ UNCH    2 1
 PE1309
 PE1309.Superseded values are not recommended for survey control.
 PE1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1309.See file dsdata.txt to determine how the superseded data were derived.
 PE1309
 PE1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK388072(NAD 83)
 PE1309_MARKER: DB = BENCH MARK DISK
 PE1309_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE1309_SP_SET: DOOR
 PE1309_STAMPING: B 53 RESET 1949
 PE1309_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE1309
 PE1309  HISTORY     - Date     Condition        Report By
 PE1309  HISTORY     - 1949     MONUMENTED       MEHD
 PE1309  HISTORY     - 1975     GOOD             NGS
 PE1309  HISTORY     - 20040730 GOOD             USPSQD
 PE1309  HISTORY     - 20060401 GOOD             USPSQD
 PE1309
 PE1309                          STATION DESCRIPTION
 PE1309
 PE1309'DESCRIBED BY MAINE HIGHWAY DEPARTMENT (NOW MEDT) 1949
 PE1309'AT AUGUSTA.
 PE1309'AT AUGUSTA, KENNEBEC COUNTY, ON STONE STREET, AT THE CONY HIGH
 PE1309'SCHOOL, IN THE CONCRETE BASE BLOCK AT THE SOUTH SIDE OF THE
 PE1309'SOUTH DOOR OF THE MAIN ENTRANCE.  A STANDARD DISK, STAMPED B
 PE1309'53 RESET 1949.  NOTE-- NOVEMBER 14, 1956 (USGS) REPORT (RESET)
 PE1309'STATION IS IN THE FOUNDATION OF CONY HIGH SCHOOL NEAR FRONT
 PE1309'ENTRANCE.
 PE1309
 PE1309                          STATION RECOVERY (1975)
 PE1309
 PE1309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 PE1309'RECOVERED IN GOOD CONDITION.
 PE1309
 PE1309                          STATION RECOVERY (2004)
 PE1309
 PE1309'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMW)
 PE1309'RECOVERED IN GOOD CONDITION.
 PE1309
 PE1309                          STATION RECOVERY (2006)
 PE1309
 PE1309'RECOVERY NOTE BY US POWER SQUADRON 2006 (AMW)
 PE1309'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SE0042 ***********************************************************************
 SE0042  DESIGNATION -  B 55
 SE0042  PID         -  SE0042
 SE0042  STATE/COUNTY-  ME/AROOSTOOK
 SE0042  USGS QUAD   -  HAMLIN (1986)
 SE0042
 SE0042                         *CURRENT SURVEY CONTROL
 SE0042  ___________________________________________________________________
 SE0042* NAD 83(1986)-  47 00 31.     (N)    067 48 23.     (W)     SCALED    
 SE0042* NAVD 88     -       241.210  (meters)     791.37   (feet)  POSTED    
 SE0042  ___________________________________________________________________
 SE0042  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 SE0042  DYNAMIC HT  -         241.240 (meters)     791.47  (feet)  COMP
 SE0042  MODELED GRAV-     980,724.4   (mgal)                       NAVD 88
 SE0042
 SE0042  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SE0042
 SE0042.The horizontal coordinates were scaled from a topographic map and have
 SE0042.an estimated accuracy of +/- 6 seconds.
 SE0042
 SE0042.The orthometric height was determined by differential leveling
 SE0042.and adjusted by the National Geodetic Survey in 1992..
 SE0042.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SE0042.rate of 0.0 thru 1.0 mm/km.
 SE0042
 SE0042.The geoid height was determined by GEOID03.
 SE0042
 SE0042.The dynamic height is computed by dividing the NAVD 88
 SE0042.geopotential number by the normal gravity value computed on the
 SE0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SE0042.degrees latitude (g = 980.6199 gals.).
 SE0042
 SE0042.The modeled gravity was interpolated from observed gravity values.
 SE0042
 SE0042;                    North         East    Units  Estimated Accuracy
 SE0042;SPC ME E     -   371,620.      352,740.      MT  (+/- 180 meters Scaled)
 SE0042
 SE0042                          SUPERSEDED SURVEY CONTROL
 SE0042
 SE0042  NGVD 29 (??/??/92)  241.39   (m)          792.0    (f) COMPUTED    2 0
 SE0042
 SE0042.Superseded values are not recommended for survey control.
 SE0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SE0042.See file dsdata.txt to determine how the superseded data were derived.
 SE0042
 SE0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN907068(NAD 83)
 SE0042_MARKER: DB = BENCH MARK DISK
 SE0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SE0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SE0042_STAMPING: B-55--1935
 SE0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SE0042+STABILITY: SURFACE MOTION
 SE0042
 SE0042  HISTORY     - Date     Condition        Report By
 SE0042  HISTORY     - 1935     MONUMENTED       CGS
 SE0042  HISTORY     - 1984     GOOD             LOCSUR
 SE0042
 SE0042                          STATION DESCRIPTION
 SE0042
 SE0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SE0042'4.4 MI S FROM HAMLIN.
 SE0042'ALONG STATE HY. 165 B-55 IS LOCATED 4.4 MILES SOUTH OF THE
 SE0042'JUNCTION OF STATE HY. 165 AND ROAD TO GRAND FALLS, AT HAMLIN,
 SE0042'30 FT. EAST OF CENTERLINE OF HY., OPPOSITE FARM HOME OF J.J.
 SE0042'AGOTTE, 16 FT. NORTH OF A POWER LINE POLE.  BRONZE TABLET SET
 SE0042'IN TOP OF CONCRETE POST 5 IN HIGH.
 SE0042
 SE0042                          STATION RECOVERY (1984)
 SE0042
 SE0042'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 SE0042'RECOVERED/NOT RECOVERED AS DESCRIBED/INDICATED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SE0013 ***********************************************************************
 SE0013  DESIGNATION -  B 56
 SE0013  PID         -  SE0013
 SE0013  STATE/COUNTY-  ME/AROOSTOOK
 SE0013  USGS QUAD   -  DOYLE RIDGE (1986)
 SE0013
 SE0013                         *CURRENT SURVEY CONTROL
 SE0013  ___________________________________________________________________
 SE0013* NAD 83(1986)-  47 03 13.     (N)    067 59 44.     (W)     SCALED    
 SE0013* NAVD 88     -       268.469  (meters)     880.80   (feet)  ADJUSTED  
 SE0013  ___________________________________________________________________
 SE0013  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 SE0013  DYNAMIC HT  -         268.501 (meters)     880.91  (feet)  COMP
 SE0013  MODELED GRAV-     980,725.2   (mgal)                       NAVD 88
 SE0013
 SE0013  VERT ORDER  -  SECOND    CLASS 0
 SE0013
 SE0013.The horizontal coordinates were scaled from a topographic map and have
 SE0013.an estimated accuracy of +/- 6 seconds.
 SE0013
 SE0013.The orthometric height was determined by differential leveling
 SE0013.and adjusted by the National Geodetic Survey in June 1991..
 SE0013.WARNING-Repeat measurements at this control monument indicate possible
 SE0013.vertical movement.
 SE0013
 SE0013.The geoid height was determined by GEOID03.
 SE0013
 SE0013.The dynamic height is computed by dividing the NAVD 88
 SE0013.geopotential number by the normal gravity value computed on the
 SE0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SE0013.degrees latitude (g = 980.6199 gals.).
 SE0013
 SE0013.The modeled gravity was interpolated from observed gravity values.
 SE0013
 SE0013;                    North         East    Units  Estimated Accuracy
 SE0013;SPC ME E     -   376,510.      338,320.      MT  (+/- 180 meters Scaled)
 SE0013
 SE0013                          SUPERSEDED SURVEY CONTROL
 SE0013
 SE0013  NGVD 29 (??/??/92)  268.637  (m)          881.35   (f) ADJ UNCH    2 0
 SE0013
 SE0013.Superseded values are not recommended for survey control.
 SE0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SE0013.See file dsdata.txt to determine how the superseded data were derived.
 SE0013
 SE0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN762116(NAD 83)
 SE0013_MARKER: DB = BENCH MARK DISK
 SE0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SE0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SE0013_STAMPING: B 56 1935
 SE0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SE0013+STABILITY: SURFACE MOTION
 SE0013
 SE0013  HISTORY     - Date     Condition        Report By
 SE0013  HISTORY     - 1935     MONUMENTED       CGS
 SE0013  HISTORY     - 1953     POOR             NGS
 SE0013
 SE0013                          STATION DESCRIPTION
 SE0013
 SE0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 SE0013'8 MI S FROM VAN BUREN.
 SE0013'8.0 MILES SOUTH ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT VAN
 SE0013'BUREN, AROOSTOOK COUNTY, 4.6 MILES NORTH OF ACADIA, 0.5 MILE
 SE0013'NORTH OF THE CYR PLACE-CONNOR TOWN-LINE SIGN, 30 YARDS SOUTH OF
 SE0013'THE CREST OF A HILL, 48.7 FEET EAST OF POLE 616, AND 24 FEET
 SE0013'EAST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 SE0013'B 56 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SE0013'6 INCHES ABOVE GROUND.  NOTE-- IT WAS REPORTED IN SEPTEMBER 1953
 SE0013'THAT THE POST PROJECTS ABOUT 18 INCHES ABOVE GROUND AND LEANS TO
 SE0013'THE NORTHEAST.  IT IS SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0071 ***********************************************************************
 RE0071  DESIGNATION -  B 57
 RE0071  PID         -  RE0071
 RE0071  STATE/COUNTY-  ME/AROOSTOOK
 RE0071  USGS QUAD   -  LIMESTONE (1978)
 RE0071
 RE0071                         *CURRENT SURVEY CONTROL
 RE0071  ___________________________________________________________________
 RE0071* NAD 83(1986)-  46 59 07.     (N)    067 47 26.     (W)     SCALED    
 RE0071* NAVD 88     -       236.315  (meters)     775.31   (feet)  POSTED    
 RE0071  ___________________________________________________________________
 RE0071  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 RE0071  DYNAMIC HT  -         236.340 (meters)     775.39  (feet)  COMP
 RE0071  MODELED GRAV-     980,724.8   (mgal)                       NAVD 88
 RE0071
 RE0071  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 RE0071
 RE0071.The horizontal coordinates were scaled from a topographic map and have
 RE0071.an estimated accuracy of +/- 6 seconds.
 RE0071
 RE0071.The orthometric height was determined by differential leveling
 RE0071.and adjusted by the National Geodetic Survey in 1992..
 RE0071.No vertical observational check was made to the station.
 RE0071.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 RE0071.was located on a no-check spur therefore a value was not computed.
 RE0071
 RE0071.The geoid height was determined by GEOID03.
 RE0071
 RE0071.The dynamic height is computed by dividing the NAVD 88
 RE0071.geopotential number by the normal gravity value computed on the
 RE0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0071.degrees latitude (g = 980.6199 gals.).
 RE0071
 RE0071.The modeled gravity was interpolated from observed gravity values.
 RE0071
 RE0071;                    North         East    Units  Estimated Accuracy
 RE0071;SPC ME E     -   369,030.      353,970.      MT  (+/- 180 meters Scaled)
 RE0071
 RE0071                          SUPERSEDED SURVEY CONTROL
 RE0071
 RE0071  NGVD 29 (??/??/92)  236.504  (m)          775.93   (f) ADJ UNCH    2 0
 RE0071
 RE0071.Superseded values are not recommended for survey control.
 RE0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0071.See file dsdata.txt to determine how the superseded data were derived.
 RE0071
 RE0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN919042(NAD 83)
 RE0071_MARKER: DB = BENCH MARK DISK
 RE0071_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RE0071_SP_SET: BOUNDRY MARKER
 RE0071_STAMPING: B 57 1935
 RE0071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RE0071
 RE0071  HISTORY     - Date     Condition        Report By
 RE0071  HISTORY     - 1935     MONUMENTED       CGS
 RE0071
 RE0071                          STATION DESCRIPTION
 RE0071
 RE0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RE0071'5.9 MI NW FROM LIMESTONE.
 RE0071'5.9 MILES NORTHWEST ALONG STATE HIGHWAY 165 FROM THE POST OFFICE
 RE0071'AT LIMESTONE, AROOSTOOK COUNTY, THENCE 1.0 MILE EAST ALONG A
 RE0071'FARM ROAD, AT THE UNITED STATES-CANADIAN INTERNATIONAL BOUNDARY,
 RE0071'AT BOUNDARY MARKER 104 A, AND IN THE WEST FACE OF THE MARKER.
 RE0071'A STANDARD DISK, STAMPED B 57 1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0031 ***********************************************************************
 RF0031  DESIGNATION -  B 58
 RF0031  PID         -  RF0031
 RF0031  STATE/COUNTY-  ME/AROOSTOOK
 RF0031  USGS QUAD   -  CARIBOU (1984)
 RF0031
 RF0031                         *CURRENT SURVEY CONTROL
 RF0031  ___________________________________________________________________
 RF0031* NAD 83(1986)-  46 52 11.     (N)    068 00 47.     (W)     SCALED    
 RF0031* NAVD 88     -       192.551  (meters)     631.73   (feet)  ADJUSTED  
 RF0031  ___________________________________________________________________
 RF0031  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 RF0031  DYNAMIC HT  -         192.574 (meters)     631.80  (feet)  COMP
 RF0031  MODELED GRAV-     980,729.7   (mgal)                       NAVD 88
 RF0031
 RF0031  VERT ORDER  -  SECOND    CLASS 0
 RF0031
 RF0031.This mark is at Caribou Airport (CAR)
 RF0031
 RF0031.The horizontal coordinates were scaled from a topographic map and have
 RF0031.an estimated accuracy of +/- 6 seconds.
 RF0031
 RF0031.The orthometric height was determined by differential leveling
 RF0031.and adjusted by the National Geodetic Survey in June 1991..
 RF0031
 RF0031.The geoid height was determined by GEOID03.
 RF0031
 RF0031.The dynamic height is computed by dividing the NAVD 88
 RF0031.geopotential number by the normal gravity value computed on the
 RF0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0031.degrees latitude (g = 980.6199 gals.).
 RF0031
 RF0031.The modeled gravity was interpolated from observed gravity values.
 RF0031
 RF0031;                    North         East    Units  Estimated Accuracy
 RF0031;SPC ME E     -   356,060.      337,120.      MT  (+/- 180 meters Scaled)
 RF0031
 RF0031                          SUPERSEDED SURVEY CONTROL
 RF0031
 RF0031  NGVD 29 (??/??/92)  192.738  (m)          632.34   (f) ADJ UNCH    2 0
 RF0031
 RF0031.Superseded values are not recommended for survey control.
 RF0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0031.See file dsdata.txt to determine how the superseded data were derived.
 RF0031
 RF0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM752911(NAD 83)
 RF0031_MARKER: DB = BENCH MARK DISK
 RF0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RF0031_STAMPING: B 58 1935
 RF0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0031+STABILITY: SURFACE MOTION
 RF0031
 RF0031  HISTORY     - Date     Condition        Report By
 RF0031  HISTORY     - 1935     MONUMENTED       CGS
 RF0031  HISTORY     - 19951015 MARK NOT FOUND   CHANCE
 RF0031
 RF0031                          STATION DESCRIPTION
 RF0031
 RF0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RF0031'AT CARIBOU.
 RF0031'AT CARIBOU, AROOSTOOK COUNTY, ABOUT 0.5 MILE NORTH OF THE POST
 RF0031'OFFICE, AT THE EXTREME NORTHEAST CORNER OF AN AIRPORT, 2.5 FEET
 RF0031'WEST OF THE FENCE, AND 2.5 FEET FROM THE CORNER POST.  A STANDARD
 RF0031'DISK, STAMPED B 58 1935 AND SET IN THE TOP OF A CONCRETE POST
 RF0031'PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 RF0031
 RF0031                          STATION RECOVERY (1995)
 RF0031
 RF0031'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KB)
 RF0031'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0355 ***********************************************************************
 OC0355  DESIGNATION -  B 6
 OC0355  PID         -  OC0355
 OC0355  STATE/COUNTY-  ME/YORK
 OC0355  USGS QUAD   -  NORTH BERWICK (1973)
 OC0355
 OC0355                         *CURRENT SURVEY CONTROL
 OC0355  ___________________________________________________________________
 OC0355* NAD 83(1986)-  43 18 56.     (N)    070 41 18.     (W)     SCALED    
 OC0355* NAVD 88     -        53.965  (meters)     177.05   (feet)  ADJUSTED  
 OC0355  ___________________________________________________________________
 OC0355  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 OC0355  DYNAMIC HT  -          53.956 (meters)     177.02  (feet)  COMP
 OC0355  MODELED GRAV-     980,453.8   (mgal)                       NAVD 88
 OC0355
 OC0355  VERT ORDER  -  FIRST     CLASS I
 OC0355
 OC0355.The horizontal coordinates were scaled from a topographic map and have
 OC0355.an estimated accuracy of +/- 6 seconds.
 OC0355
 OC0355.The orthometric height was determined by differential leveling
 OC0355.and adjusted by the National Geodetic Survey in June 1991..
 OC0355
 OC0355.The geoid height was determined by GEOID03.
 OC0355
 OC0355.The dynamic height is computed by dividing the NAVD 88
 OC0355.geopotential number by the normal gravity value computed on the
 OC0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0355.degrees latitude (g = 980.6199 gals.).
 OC0355
 OC0355.The modeled gravity was interpolated from observed gravity values.
 OC0355
 OC0355;                    North         East    Units  Estimated Accuracy
 OC0355;SPC ME W     -    53,700.      857,680.      MT  (+/- 180 meters Scaled)
 OC0355
 OC0355                          SUPERSEDED SURVEY CONTROL
 OC0355
 OC0355  NGVD 29 (??/??/92)   54.185  (m)          177.77   (f) ADJ UNCH    1 1
 OC0355
 OC0355.Superseded values are not recommended for survey control.
 OC0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0355.See file dsdata.txt to determine how the superseded data were derived.
 OC0355
 OC0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH630972(NAD 83)
 OC0355_MARKER: DB = BENCH MARK DISK
 OC0355_SETTING: 66 = SET IN ROCK OUTCROP
 OC0355_SP_SET: ROCK CUT
 OC0355_STAMPING: B 6 1923 ELEV 177.736 FT
 OC0355_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC0355+STABILITY: POSITION/ELEVATION WELL
 OC0355
 OC0355  HISTORY     - Date     Condition        Report By
 OC0355  HISTORY     - 1923     MONUMENTED       CGS
 OC0355  HISTORY     - 1966     GOOD             NGS
 OC0355  HISTORY     - 1978     GOOD             DOD
 OC0355  HISTORY     - 19880408 GOOD             USPSQD
 OC0355  HISTORY     - 1989     GOOD             USPSQD
 OC0355  HISTORY     - 19950910 GOOD             USPSQD
 OC0355
 OC0355                          STATION DESCRIPTION
 OC0355
 OC0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 OC0355'3.1 MI E FROM NORTH BERWICK.
 OC0355'ABOUT 2.3 MILES EAST ALONG STATE HIGHWAY 9 FROM THE NORTH
 OC0355'JUNCTION OF STATE HIGHWAY 4 AT NORTH BERWICK, THENCE 0.7 MILE
 OC0355'NORTH ALONG BRAGDON ROAD, ALONG THE BOSTON AND MAINE RAILROAD,
 OC0355'217 FEET WEST OF THE CENTER OF THE CROSSING OF BRAGDON ROAD,
 OC0355'49 FEET EAST OF MILEPOST B 80, IN THE TOP OF A ROCK THAT IS
 OC0355'ABOUT 4-BY-6-FOOT AND PROJECT 2 FEET AND IS PART OF A SHORT
 OC0355'CUT, 30.3 FEET SOUTH OF THE SOUTH RAIL, 5 FEET NORTH OF A
 OC0355'RIGHT-OF-WAY FENCE, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE TRACK.
 OC0355
 OC0355                          STATION RECOVERY (1978)
 OC0355
 OC0355'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 OC0355'RECOVERED IN GOOD CONDITION.
 OC0355
 OC0355                          STATION RECOVERY (1988)
 OC0355
 OC0355'RECOVERY NOTE BY US POWER SQUADRON 1988 (RSR)
 OC0355'RECOVERED IN GOOD CONDITION.
 OC0355
 OC0355                          STATION RECOVERY (1989)
 OC0355
 OC0355'RECOVERY NOTE BY US POWER SQUADRON 1989 (RH)
 OC0355'RECOVERED IN GOOD CONDITION.
 OC0355
 OC0355                          STATION RECOVERY (1995)
 OC0355
 OC0355'RECOVERY NOTE BY US POWER SQUADRON 1995
 OC0355'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0091 ***********************************************************************
 QG0091  DESIGNATION -  B 60
 QG0091  PID         -  QG0091
 QG0091  STATE/COUNTY-  ME/PENOBSCOT
 QG0091  USGS QUAD   -  MATTAWAMKEAG (1988)
 QG0091
 QG0091                         *CURRENT SURVEY CONTROL
 QG0091  ___________________________________________________________________
 QG0091* NAD 83(1986)-  45 35 41.     (N)    068 18 41.     (W)     SCALED    
 QG0091* NAVD 88     -       132.625  (meters)     435.12   (feet)  ADJUSTED  
 QG0091  ___________________________________________________________________
 QG0091  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 QG0091  DYNAMIC HT  -         132.627 (meters)     435.13  (feet)  COMP
 QG0091  MODELED GRAV-     980,625.7   (mgal)                       NAVD 88
 QG0091
 QG0091  VERT ORDER  -  SECOND    CLASS 0
 QG0091
 QG0091.The horizontal coordinates were scaled from a topographic map and have
 QG0091.an estimated accuracy of +/- 6 seconds.
 QG0091
 QG0091.The orthometric height was determined by differential leveling
 QG0091.and adjusted by the National Geodetic Survey in June 1991..
 QG0091
 QG0091.The geoid height was determined by GEOID03.
 QG0091
 QG0091.The dynamic height is computed by dividing the NAVD 88
 QG0091.geopotential number by the normal gravity value computed on the
 QG0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0091.degrees latitude (g = 980.6199 gals.).
 QG0091
 QG0091.The modeled gravity was interpolated from observed gravity values.
 QG0091
 QG0091;                    North         East    Units  Estimated Accuracy
 QG0091;SPC ME E     -   214,250.      314,720.      MT  (+/- 180 meters Scaled)
 QG0091
 QG0091                          SUPERSEDED SURVEY CONTROL
 QG0091
 QG0091  NGVD 29 (??/??/92)  132.792  (m)          435.67   (f) ADJ UNCH    2 0
 QG0091
 QG0091.Superseded values are not recommended for survey control.
 QG0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0091.See file dsdata.txt to determine how the superseded data were derived.
 QG0091
 QG0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL537492(NAD 83)
 QG0091_MARKER: DB = BENCH MARK DISK
 QG0091_SETTING: 80 = SET IN A BOULDER
 QG0091_SP_SET: BOULDER
 QG0091_STAMPING: B 60 1935
 QG0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0091+STABILITY: SURFACE MOTION
 QG0091
 QG0091  HISTORY     - Date     Condition        Report By
 QG0091  HISTORY     - 1935     MONUMENTED       CGS
 QG0091  HISTORY     - 1978     MARK NOT FOUND   NGS
 QG0091  HISTORY     - 1978     MARK NOT FOUND   NGS
 QG0091  HISTORY     - 1978     MARK NOT FOUND   NGS
 QG0091  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 QG0091
 QG0091                          STATION DESCRIPTION
 QG0091
 QG0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QG0091'4.1 MI SW FROM MACWAHOC.
 QG0091'IN PENOBSCOT COUNTY, 4.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 2
 QG0091'FROM THE JUNCTION OF U.S. HIGHWAY 2A AT MACWAHOC, AROOSTOOK COUNTY,
 QG0091'0.5 MILE NORTHEAST OF THE MOLUNKUS-MATTAWAMKEAG TOWN LINE, 40
 QG0091'YARDS NORTHEAST OF THE CREST OF A HILL, 33 FEET EAST OF TELEPHONE
 QG0091'POLE 225, 21 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 QG0091'AND IN THE TOP OF A BOULDER.  A STANDARD DISK, STAMPED B 60 1935.
 QG0091
 QG0091                          STATION RECOVERY (1978)
 QG0091
 QG0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0091'MARK SEARCHED FOR BUT NOT FOUND.
 QG0091
 QG0091                          STATION RECOVERY (1978)
 QG0091
 QG0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0091'MARK SEARCHED FOR BUT NOT FOUND.
 QG0091
 QG0091                          STATION RECOVERY (1978)
 QG0091
 QG0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0091'MARK SEARCHED FOR BUT NOT FOUND.
 QG0091
 QG0091                          STATION RECOVERY (1991)
 QG0091
 QG0091'RECOVERY NOTE BY US POWER SQUADRON 1991 (ELG)
 QG0091'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0029 ***********************************************************************
 QG0029  DESIGNATION -  B 61
 QG0029  PID         -  QG0029
 QG0029  STATE/COUNTY-  ME/AROOSTOOK
 QG0029  USGS QUAD   -  CRYSTAL (1989)
 QG0029
 QG0029                         *CURRENT SURVEY CONTROL
 QG0029  ___________________________________________________________________
 QG0029* NAD 83(1986)-  45 56 16.     (N)    068 19 40.     (W)     SCALED    
 QG0029* NAVD 88     -       206.655  (meters)     678.00   (feet)  ADJUSTED  
 QG0029  ___________________________________________________________________
 QG0029  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 QG0029  DYNAMIC HT  -         206.661 (meters)     678.02  (feet)  COMP
 QG0029  MODELED GRAV-     980,641.4   (mgal)                       NAVD 88
 QG0029
 QG0029  VERT ORDER  -  SECOND    CLASS 0
 QG0029
 QG0029.The horizontal coordinates were scaled from a topographic map and have
 QG0029.an estimated accuracy of +/- 6 seconds.
 QG0029
 QG0029.The orthometric height was determined by differential leveling
 QG0029.and adjusted by the National Geodetic Survey in June 1991..
 QG0029
 QG0029.The geoid height was determined by GEOID03.
 QG0029
 QG0029.The dynamic height is computed by dividing the NAVD 88
 QG0029.geopotential number by the normal gravity value computed on the
 QG0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0029.degrees latitude (g = 980.6199 gals.).
 QG0029
 QG0029.The modeled gravity was interpolated from observed gravity values.
 QG0029
 QG0029;                    North         East    Units  Estimated Accuracy
 QG0029;SPC ME E     -   252,370.      313,360.      MT  (+/- 180 meters Scaled)
 QG0029
 QG0029                          SUPERSEDED SURVEY CONTROL
 QG0029
 QG0029  NGVD 29 (??/??/92)  206.824  (m)          678.56   (f) ADJ UNCH    2 0
 QG0029
 QG0029.Superseded values are not recommended for survey control.
 QG0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0029.See file dsdata.txt to determine how the superseded data were derived.
 QG0029
 QG0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL521873(NAD 83)
 QG0029_MARKER: DB = BENCH MARK DISK
 QG0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0029_STAMPING: B 61 1935
 QG0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0029+STABILITY: SURFACE MOTION
 QG0029
 QG0029  HISTORY     - Date     Condition        Report By
 QG0029  HISTORY     - 1935     MONUMENTED       CGS
 QG0029  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QG0029
 QG0029                          STATION DESCRIPTION
 QG0029
 QG0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QG0029'2.3 MI SE FROM CRYSTAL.
 QG0029'2.3 MILES SOUTHEAST ALONG THE GOLDEN RIDGE ROAD FROM THE BANGOR
 QG0029'AND AROOSTOOK RAILROAD STATION AT CRYSTAL, AROOSTOOK COUNTY, AT
 QG0029'THE JUNCTION OF U.S. HIGHWAY 2, 27 FEET SOUTHEAST OF THE CENTERLINE
 QG0029'OF U.S. HIGHWAY 2, 22 FEET NORTHEAST OF THE PROLONGATION OF THE
 QG0029'CENTERLINE OF THE ROAD, AND 4.1 FEET SOUTHWEST OF A TELEPHONE
 QG0029'POLE.  A STANDARD DISK, STAMPED B 61 1935 AND SET IN THE TOP OF A
 QG0029'CONCRETE POST PROJECTING ABOUT 1/2 FOOT ABOVE GROUND.
 QG0029
 QG0029                          STATION RECOVERY (1985)
 QG0029
 QG0029'RECOVERY NOTE BY US POWER SQUADRON 1985 (BRP)
 QG0029'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0567 ***********************************************************************
 QG0567  DESIGNATION -  B 62
 QG0567  PID         -  QG0567
 QG0567  STATE/COUNTY-  ME/PENOBSCOT
 QG0567  USGS QUAD   -  EAST MILLINOCKET (1988)
 QG0567
 QG0567                         *CURRENT SURVEY CONTROL
 QG0567  ___________________________________________________________________
 QG0567* NAD 83(1986)-  45 42 26.     (N)    068 35 29.     (W)     SCALED    
 QG0567* NAVD 88     -        85.970  (meters)     282.05   (feet)  ADJUSTED  
 QG0567  ___________________________________________________________________
 QG0567  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 QG0567  DYNAMIC HT  -          85.972 (meters)     282.06  (feet)  COMP
 QG0567  MODELED GRAV-     980,638.3   (mgal)                       NAVD 88
 QG0567
 QG0567  VERT ORDER  -  SECOND    CLASS 0
 QG0567
 QG0567.The horizontal coordinates were scaled from a topographic map and have
 QG0567.an estimated accuracy of +/- 6 seconds.
 QG0567
 QG0567.The orthometric height was determined by differential leveling
 QG0567.and adjusted by the National Geodetic Survey in June 1991..
 QG0567
 QG0567.The geoid height was determined by GEOID03.
 QG0567
 QG0567.The dynamic height is computed by dividing the NAVD 88
 QG0567.geopotential number by the normal gravity value computed on the
 QG0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0567.degrees latitude (g = 980.6199 gals.).
 QG0567
 QG0567.The modeled gravity was interpolated from observed gravity values.
 QG0567
 QG0567;                    North         East    Units  Estimated Accuracy
 QG0567;SPC ME E     -   226,740.      292,880.      MT  (+/- 180 meters Scaled)
 QG0567
 QG0567                          SUPERSEDED SURVEY CONTROL
 QG0567
 QG0567  NGVD 29 (??/??/92)   86.15   (m)          282.6    (f) COMPUTED    2 0
 QG0567
 QG0567.Superseded values are not recommended for survey control.
 QG0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0567.See file dsdata.txt to determine how the superseded data were derived.
 QG0567
 QG0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL318616(NAD 83)
 QG0567_MARKER: DB = BENCH MARK DISK
 QG0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0567_STAMPING: B 62 1935
 QG0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0567+STABILITY: SURFACE MOTION
 QG0567
 QG0567  HISTORY     - Date     Condition        Report By
 QG0567  HISTORY     - 1935     MONUMENTED       CGS
 QG0567  HISTORY     - 1959     MARK NOT FOUND   NGS
 QG0567
 QG0567                          STATION DESCRIPTION
 QG0567
 QG0567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QG0567'1.9 MI S FROM GRINDSTONE.
 QG0567'1.9 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE BANGOR AND
 QG0567'AROOSTOOK RAILROAD OVERPASS AT GRINDSTONE, PENOBSCOT COUNTY,
 QG0567'52.6 FEET SOUTHEAST OF TELEPHONE POLE 1308, AND 26 FEET EAST
 QG0567'OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED B 62
 QG0567'1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 QG0567'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0392 ***********************************************************************
 QG0392  DESIGNATION -  B 63
 QG0392  PID         -  QG0392
 QG0392  STATE/COUNTY-  ME/PISCATAQUIS
 QG0392  USGS QUAD   -  MILO NORTH (1988)
 QG0392
 QG0392                         *CURRENT SURVEY CONTROL
 QG0392  ___________________________________________________________________
 QG0392* NAD 83(1986)-  45 19 30.     (N)    068 53 59.     (W)     SCALED    
 QG0392* NAVD 88     -       137.226  (meters)     450.22   (feet)  ADJUSTED  
 QG0392  ___________________________________________________________________
 QG0392  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 QG0392  DYNAMIC HT  -         137.225 (meters)     450.21  (feet)  COMP
 QG0392  MODELED GRAV-     980,606.9   (mgal)                       NAVD 88
 QG0392
 QG0392  VERT ORDER  -  FIRST     CLASS II
 QG0392
 QG0392.The horizontal coordinates were scaled from a topographic map and have
 QG0392.an estimated accuracy of +/- 6 seconds.
 QG0392
 QG0392.The orthometric height was determined by differential leveling
 QG0392.and adjusted by the National Geodetic Survey in June 1991..
 QG0392
 QG0392.The geoid height was determined by GEOID03.
 QG0392
 QG0392.The dynamic height is computed by dividing the NAVD 88
 QG0392.geopotential number by the normal gravity value computed on the
 QG0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0392.degrees latitude (g = 980.6199 gals.).
 QG0392
 QG0392.The modeled gravity was interpolated from observed gravity values.
 QG0392
 QG0392;                    North         East    Units  Estimated Accuracy
 QG0392;SPC ME E     -   184,340.      268,670.      MT  (+/- 180 meters Scaled)
 QG0392
 QG0392                          SUPERSEDED SURVEY CONTROL
 QG0392
 QG0392  NGVD 29 (??/??/92)  137.402  (m)          450.79   (f) ADJ UNCH    1 2
 QG0392
 QG0392.Superseded values are not recommended for survey control.
 QG0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0392.See file dsdata.txt to determine how the superseded data were derived.
 QG0392
 QG0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL078190(NAD 83)
 QG0392_MARKER: DB = BENCH MARK DISK
 QG0392_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QG0392_SP_SET: ABUTMENT
 QG0392_STAMPING: B 63 1935
 QG0392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG0392
 QG0392  HISTORY     - Date     Condition        Report By
 QG0392  HISTORY     - 1935     MONUMENTED       CGS
 QG0392  HISTORY     - 1935     GOOD             USPSQD
 QG0392  HISTORY     - 1953     GOOD             NGS
 QG0392  HISTORY     - 1978     GOOD             NGS
 QG0392  HISTORY     - 1978     GOOD             NGS
 QG0392  HISTORY     - 1978     GOOD             NGS
 QG0392
 QG0392                          STATION DESCRIPTION
 QG0392
 QG0392'DESCRIBED BY US POWER SQUADRON 1935 (ELG)
 QG0392'RECOVERED IN GOOD CONDITION.
 QG0392
 QG0392                          STATION RECOVERY (1953)
 QG0392
 QG0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 QG0392'AT ADAMS.
 QG0392'AT ADAMS, AT THE OVERPASS OF THE BANGOR AND AROOSTOOK RAILROAD
 QG0392'OVER THE CANADIAN PACIFIC RAILWAY, ABOUT 0.2 MILE SOUTH OF THE
 QG0392'B. AND A. RR STATION AT ADAMS, ABOUT 1.4 MILES EAST OF THE ROAD
 QG0392'CROSSING ON CANADIAN PACIFIC RAILWAY AT LAKE VIEW, IN THE TOP
 QG0392'AND 1 FOOT NORTH OF SOUTHWEST CORNER OF NORTH CONCRETE ABUTMENT
 QG0392'OF B. AND A. RR OVERPASS, 7.2 FEET WEST OF WEST RAIL OF B. AND A.
 QG0392'RR AND ABOUT 1 FOOT BELOW TOP OF RAIL.
 QG0392
 QG0392                          STATION RECOVERY (1978)
 QG0392
 QG0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0392'RECOVERED IN GOOD CONDITION.
 QG0392
 QG0392                          STATION RECOVERY (1978)
 QG0392
 QG0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0392'RECOVERED IN GOOD CONDITION.
 QG0392
 QG0392                          STATION RECOVERY (1978)
 QG0392
 QG0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0392'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0084 ***********************************************************************
 QF0084  DESIGNATION -  B 65
 QF0084  PID         -  QF0084
 QF0084  STATE/COUNTY-  ME/WASHINGTON
 QF0084  USGS QUAD   -  DEVILS HEAD (1977)
 QF0084
 QF0084                         *CURRENT SURVEY CONTROL
 QF0084  ___________________________________________________________________
 QF0084* NAD 83(1986)-  45 10 19.     (N)    067 14 47.     (W)     SCALED    
 QF0084* NAVD 88     -         8.309  (meters)      27.26   (feet)  ADJUSTED  
 QF0084  ___________________________________________________________________
 QF0084  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 QF0084  DYNAMIC HT  -           8.309 (meters)      27.26  (feet)  COMP
 QF0084  MODELED GRAV-     980,622.5   (mgal)                       NAVD 88
 QF0084
 QF0084  VERT ORDER  -  FIRST     CLASS II
 QF0084
 QF0084.The horizontal coordinates were scaled from a topographic map and have
 QF0084.an estimated accuracy of +/- 6 seconds.
 QF0084
 QF0084.The orthometric height was determined by differential leveling
 QF0084.and adjusted by the National Geodetic Survey in June 1991..
 QF0084
 QF0084.The geoid height was determined by GEOID03.
 QF0084
 QF0084.The dynamic height is computed by dividing the NAVD 88
 QF0084.geopotential number by the normal gravity value computed on the
 QF0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0084.degrees latitude (g = 980.6199 gals.).
 QF0084
 QF0084.The modeled gravity was interpolated from observed gravity values.
 QF0084
 QF0084;                    North         East    Units  Estimated Accuracy
 QF0084;SPC ME E     -   168,020.      398,540.      MT  (+/- 180 meters Scaled)
 QF0084
 QF0084                          SUPERSEDED SURVEY CONTROL
 QF0084
 QF0084  NGVD 29 (??/??/92)    8.512  (m)           27.93   (f) ADJ UNCH    1 2
 QF0084
 QF0084.Superseded values are not recommended for survey control.
 QF0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0084.See file dsdata.txt to determine how the superseded data were derived.
 QF0084
 QF0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL377035(NAD 83)
 QF0084_MARKER: DB = BENCH MARK DISK
 QF0084_SETTING: 66 = SET IN ROCK OUTCROP
 QF0084_SP_SET: ROCK LEDGE
 QF0084_STAMPING: B 65 1935
 QF0084_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0084+STABILITY: POSITION/ELEVATION WELL
 QF0084
 QF0084  HISTORY     - Date     Condition        Report By
 QF0084  HISTORY     - 1935     MONUMENTED       CGS
 QF0084  HISTORY     - 1953     GOOD             NGS
 QF0084
 QF0084                          STATION DESCRIPTION
 QF0084
 QF0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 QF0084'2 MI SE FROM CALAIS.
 QF0084'2.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 QF0084'CALAIS, IN THE TOP OF 3 BY 4-FOOT EXPOSED PART OF A ROCK LEDGE
 QF0084'WHICH IS ABOUT FLUSH WITH GROUND, 21 1/2 FEET EAST OF CENTER LINE
 QF0084'OF HIGHWAY, 64 FEET SOUTH OF STONE MILE POST NO. 2, 49 1/2 FEET
 QF0084'WEST-NORTHWEST OF NORTHWEST CORNER OF A 2-STORY WHITE FRAME
 QF0084'HOUSE, 7 1/2 FEET WEST-NORTHWEST OF A 20-INCH MAPLE TREE, 38
 QF0084'FEET SOUTH OF A POWER TRANSFORMER POLE NO. 12 AND ABOUT 1/2 FOOT
 QF0084'BELOW THE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0085 ***********************************************************************
 QF0085  DESIGNATION -  B 65 RESET 1959
 QF0085  PID         -  QF0085
 QF0085  STATE/COUNTY-  ME/WASHINGTON
 QF0085  USGS QUAD   -  DEVILS HEAD (1977)
 QF0085
 QF0085                         *CURRENT SURVEY CONTROL
 QF0085  ___________________________________________________________________
 QF0085* NAD 83(1986)-  45 10 19.     (N)    067 14 47.     (W)     SCALED    
 QF0085* NAVD 88     -         7.725  (meters)      25.34   (feet)  ADJUSTED  
 QF0085  ___________________________________________________________________
 QF0085  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 QF0085  DYNAMIC HT  -           7.725 (meters)      25.34  (feet)  COMP
 QF0085  MODELED GRAV-     980,622.5   (mgal)                       NAVD 88
 QF0085
 QF0085  VERT ORDER  -  FIRST     CLASS II
 QF0085
 QF0085.The horizontal coordinates were scaled from a topographic map and have
 QF0085.an estimated accuracy of +/- 6 seconds.
 QF0085
 QF0085.The orthometric height was determined by differential leveling
 QF0085.and adjusted by the National Geodetic Survey in June 1991..
 QF0085
 QF0085.The geoid height was determined by GEOID03.
 QF0085
 QF0085.The dynamic height is computed by dividing the NAVD 88
 QF0085.geopotential number by the normal gravity value computed on the
 QF0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0085.degrees latitude (g = 980.6199 gals.).
 QF0085
 QF0085.The modeled gravity was interpolated from observed gravity values.
 QF0085
 QF0085;                    North         East    Units  Estimated Accuracy
 QF0085;SPC ME E     -   168,020.      398,540.      MT  (+/- 180 meters Scaled)
 QF0085
 QF0085                          SUPERSEDED SURVEY CONTROL
 QF0085
 QF0085.No superseded survey control is available for this station.
 QF0085
 QF0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL377035(NAD 83)
 QF0085_MARKER: DB = BENCH MARK DISK
 QF0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QF0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QF0085_STAMPING: B 65 RESET 1959
 QF0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0085+STABILITY: SURFACE MOTION
 QF0085
 QF0085  HISTORY     - Date     Condition        Report By
 QF0085  HISTORY     - 1959     MONUMENTED       MEHD
 QF0085  HISTORY     - 1960     GOOD             NGS
 QF0085  HISTORY     - 1978     GOOD             NGS
 QF0085
 QF0085                          STATION DESCRIPTION
 QF0085
 QF0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QF0085'2 MI SE FROM CALAIS.
 QF0085'THIS MARK IS LOCATED ABOUT 2.0 MILES SOUTHEAST ALONG U.S. HIGHWAY
 QF0085'1 FROM THE POST OFFICE AT CALAIS, ABOUT 45 FEET SOUTH OF
 QF0085'MILESTONE 2, 27 FEET EAST OF THE CENTERLINE OF HIGHWAY
 QF0085'CONSTRUCTED 1960, IN A 6-INCH SQUARE GRANITE POST 5 FEET LONG AND
 QF0085'ABOUT 4 INCHES ABOVE THE GROUND LEVEL.
 QF0085
 QF0085                          STATION RECOVERY (1978)
 QF0085
 QF0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QF0085'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0033 ***********************************************************************
 PD0033  DESIGNATION -  B 66
 PD0033  PID         -  PD0033
 PD0033  STATE/COUNTY-  ME/WASHINGTON
 PD0033  USGS QUAD   -  PEMBROKE (1977)
 PD0033
 PD0033                         *CURRENT SURVEY CONTROL
 PD0033  ___________________________________________________________________
 PD0033* NAD 83(1986)-  44 57 26.     (N)    067 07 57.     (W)     SCALED    
 PD0033* NAVD 88     -        10.738  (meters)      35.23   (feet)  ADJUSTED  
 PD0033  ___________________________________________________________________
 PD0033  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 PD0033  DYNAMIC HT  -          10.738 (meters)      35.23  (feet)  COMP
 PD0033  MODELED GRAV-     980,616.7   (mgal)                       NAVD 88
 PD0033
 PD0033  VERT ORDER  -  SECOND    CLASS 0
 PD0033
 PD0033.The horizontal coordinates were scaled from a topographic map and have
 PD0033.an estimated accuracy of +/- 6 seconds.
 PD0033
 PD0033.The orthometric height was determined by differential leveling
 PD0033.and adjusted by the National Geodetic Survey in June 1991..
 PD0033
 PD0033.The geoid height was determined by GEOID03.
 PD0033
 PD0033.The dynamic height is computed by dividing the NAVD 88
 PD0033.geopotential number by the normal gravity value computed on the
 PD0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0033.degrees latitude (g = 980.6199 gals.).
 PD0033
 PD0033.The modeled gravity was interpolated from observed gravity values.
 PD0033
 PD0033;                    North         East    Units  Estimated Accuracy
 PD0033;SPC ME E     -   144,300.      407,890.      MT  (+/- 180 meters Scaled)
 PD0033
 PD0033                          SUPERSEDED SURVEY CONTROL
 PD0033
 PD0033  NGVD 29 (??/??/92)   10.934  (m)           35.87   (f) ADJ UNCH    2 0
 PD0033
 PD0033.Superseded values are not recommended for survey control.
 PD0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0033.See file dsdata.txt to determine how the superseded data were derived.
 PD0033
 PD0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK472798(NAD 83)
 PD0033_MARKER: DB = BENCH MARK DISK
 PD0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PD0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PD0033_STAMPING: B 66 1935
 PD0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0033+STABILITY: SURFACE MOTION
 PD0033
 PD0033  HISTORY     - Date     Condition        Report By
 PD0033  HISTORY     - 1935     MONUMENTED       CGS
 PD0033  HISTORY     - 1946     GOOD             NGS
 PD0033
 PD0033                          STATION DESCRIPTION
 PD0033
 PD0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PD0033'1.9 MI E FROM PEMBROKE.
 PD0033'1.9 MILES EAST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 PD0033'PEMBROKE, WASHINGTON COUNTY, ABOUT 0.3 MILE NORTHEAST OF THE
 PD0033'PEMBROKE-PERRY TOWN LINE, ABOUT 0.2 MILE NORTHEAST OF SIPPS
 PD0033'BROOK, AT THE POINT OF A VERY SHARP CURVE, 32 FEET NORTH OF THE
 PD0033'CENTER LINE OF THE HIGHWAY, AND 18 FEET EAST OF THE CENTER LINE
 PD0033'OF A DIRT ROAD LEADING INTO A PASTURE.  A STANDARD DISK, STAMPED
 PD0033'B 66 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 PD0033'1/2 FOOT ABOVE GROUND.
 PD0033
 PD0033                          STATION RECOVERY (1946)
 PD0033
 PD0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 PD0033'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0053 ***********************************************************************
 PD0053  DESIGNATION -  B 68
 PD0053  PID         -  PD0053
 PD0053  STATE/COUNTY-  ME/WASHINGTON
 PD0053  USGS QUAD   -  CUTLER (1993)
 PD0053
 PD0053                         *CURRENT SURVEY CONTROL
 PD0053  ___________________________________________________________________
 PD0053* NAD 83(1986)-  44 43 06.     (N)    067 12 50.     (W)     SCALED    
 PD0053* NAVD 88     -        31.663  (meters)     103.88   (feet)  ADJUSTED  
 PD0053  ___________________________________________________________________
 PD0053  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 PD0053  DYNAMIC HT  -          31.662 (meters)     103.88  (feet)  COMP
 PD0053  MODELED GRAV-     980,607.8   (mgal)                       NAVD 88
 PD0053
 PD0053  VERT ORDER  -  SECOND    CLASS 0
 PD0053
 PD0053.The horizontal coordinates were scaled from a topographic map and have
 PD0053.an estimated accuracy of +/- 6 seconds.
 PD0053
 PD0053.The orthometric height was determined by differential leveling
 PD0053.and adjusted by the National Geodetic Survey in June 1991..
 PD0053
 PD0053.The geoid height was determined by GEOID03.
 PD0053
 PD0053.The dynamic height is computed by dividing the NAVD 88
 PD0053.geopotential number by the normal gravity value computed on the
 PD0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0053.degrees latitude (g = 980.6199 gals.).
 PD0053
 PD0053.The modeled gravity was interpolated from observed gravity values.
 PD0053
 PD0053;                    North         East    Units  Estimated Accuracy
 PD0053;SPC ME E     -   117,650.      401,890.      MT  (+/- 180 meters Scaled)
 PD0053
 PD0053                          SUPERSEDED SURVEY CONTROL
 PD0053
 PD0053  NGVD 29 (??/??/92)   31.865  (m)          104.54   (f) ADJ UNCH    2 0
 PD0053
 PD0053.Superseded values are not recommended for survey control.
 PD0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0053.See file dsdata.txt to determine how the superseded data were derived.
 PD0053
 PD0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK414532(NAD 83)
 PD0053_MARKER: DB = BENCH MARK DISK
 PD0053_SETTING: 80 = SET IN A BOULDER
 PD0053_SP_SET: BOULDER
 PD0053_STAMPING: B 68 1935
 PD0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0053+STABILITY: SURFACE MOTION
 PD0053
 PD0053  HISTORY     - Date     Condition        Report By
 PD0053  HISTORY     - 1935     MONUMENTED       CGS
 PD0053  HISTORY     - 1946     GOOD             NGS
 PD0053
 PD0053                          STATION DESCRIPTION
 PD0053
 PD0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PD0053'5.1 MI NE FROM CUTLER.
 PD0053'5.1 MILES NORTHEAST ALONG THE WHITING ROAD FROM THE POST OFFICE
 PD0053'AT CUTLER, WASHINGTON COUNTY, ABOUT 0.8 MILE SOUTHWEST OF BAGLEY
 PD0053'BROOK, AT THE FOOT OF GREAT RIDGE, 30 FEET WEST OF THE CENTER
 PD0053'LINE OF THE ROAD, IN AN OPEN FIELD, IN THE TOP OF A LARGE
 PD0053'BOULDER, AND ABOUT 3 FEET ABOVE GROUND.  A STANDARD DISK, STAMPED
 PD0053'B 68 1935.
 PD0053
 PD0053                          STATION RECOVERY (1946)
 PD0053
 PD0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 PD0053'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0186 ***********************************************************************
 PD0186  DESIGNATION -  B 75
 PD0186  PID         -  PD0186
 PD0186  STATE/COUNTY-  ME/WASHINGTON
 PD0186  USGS QUAD   -  LAKE CATHANCE (1987)
 PD0186
 PD0186                         *CURRENT SURVEY CONTROL
 PD0186  ___________________________________________________________________
 PD0186* NAD 83(1986)-  44 59 59.     (N)    067 26 15.     (W)     SCALED    
 PD0186* NAVD 88     -       114.211  (meters)     374.71   (feet)  ADJUSTED  
 PD0186  ___________________________________________________________________
 PD0186  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 PD0186  DYNAMIC HT  -         114.205 (meters)     374.69  (feet)  COMP
 PD0186  MODELED GRAV-     980,565.8   (mgal)                       NAVD 88
 PD0186
 PD0186  VERT ORDER  -  SECOND    CLASS 0
 PD0186
 PD0186.The horizontal coordinates were scaled from a topographic map and have
 PD0186.an estimated accuracy of +/- 6 seconds.
 PD0186
 PD0186.The orthometric height was determined by differential leveling
 PD0186.and adjusted by the National Geodetic Survey in June 1991..
 PD0186
 PD0186.The geoid height was determined by GEOID03.
 PD0186
 PD0186.The dynamic height is computed by dividing the NAVD 88
 PD0186.geopotential number by the normal gravity value computed on the
 PD0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0186.degrees latitude (g = 980.6199 gals.).
 PD0186
 PD0186.The modeled gravity was interpolated from observed gravity values.
 PD0186
 PD0186;                    North         East    Units  Estimated Accuracy
 PD0186;SPC ME E     -   148,660.      383,770.      MT  (+/- 180 meters Scaled)
 PD0186
 PD0186                          SUPERSEDED SURVEY CONTROL
 PD0186
 PD0186  NGVD 29 (??/??/92)  114.414  (m)          375.37   (f) ADJ UNCH    2 0
 PD0186
 PD0186.Superseded values are not recommended for survey control.
 PD0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0186.See file dsdata.txt to determine how the superseded data were derived.
 PD0186
 PD0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK231841(NAD 83)
 PD0186_MARKER: DB = BENCH MARK DISK
 PD0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PD0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PD0186_STAMPING: B 75 1935
 PD0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0186+STABILITY: SURFACE MOTION
 PD0186
 PD0186  HISTORY     - Date     Condition        Report By
 PD0186  HISTORY     - 1935     MONUMENTED       CGS
 PD0186  HISTORY     - 1941     MARK NOT FOUND   NGS
 PD0186
 PD0186                          STATION DESCRIPTION
 PD0186
 PD0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PD0186'1.2 MI E FROM COOPERS CORNER.
 PD0186'1.2 MILES EAST ALONG STATE HIGHWAY 191 FROM COOPERS CORNER,
 PD0186'WASHINGTON COUNTY, 0.2 MILE WEST OF THE POST OFFICE AT GROVE,
 PD0186'125 YARDS WEST OF THE FOOT OF A HILL, 45 YARDS EAST OF A SMALL
 PD0186'STONE CULVERT, AND 19 FEET SOUTH OF THE CENTER LINE OF THE
 PD0186'HIGHWAY.  A STANDARD DISK, STAMPED B 75 1935 AND SET IN THE TOP
 PD0186'OF A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.  NOTE-- IT
 PD0186'WAS REPORTED IN 1941 THAT THE BENCH MARK IS BURIED.
 PD0186
 PD0186                          STATION RECOVERY (1941)
 PD0186
 PD0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 PD0186'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0385 ***********************************************************************
 PD0385  DESIGNATION -  B 76
 PD0385  PID         -  PD0385
 PD0385  STATE/COUNTY-  ME/WASHINGTON
 PD0385  USGS QUAD   -  BOG LAKE (1990)
 PD0385
 PD0385                         *CURRENT SURVEY CONTROL
 PD0385  ___________________________________________________________________
 PD0385* NAD 83(1986)-  44 51 04.     (N)    067 36 00.     (W)     SCALED    
 PD0385* NAVD 88     -        56.518  (meters)     185.43   (feet)  ADJUSTED  
 PD0385  ___________________________________________________________________
 PD0385  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 PD0385  DYNAMIC HT  -          56.516 (meters)     185.42  (feet)  COMP
 PD0385  MODELED GRAV-     980,573.4   (mgal)                       NAVD 88
 PD0385
 PD0385  VERT ORDER  -  SECOND    CLASS 0
 PD0385
 PD0385.The horizontal coordinates were scaled from a topographic map and have
 PD0385.an estimated accuracy of +/- 6 seconds.
 PD0385
 PD0385.The orthometric height was determined by differential leveling
 PD0385.and adjusted by the National Geodetic Survey in June 1991..
 PD0385
 PD0385.The geoid height was determined by GEOID03.
 PD0385
 PD0385.The dynamic height is computed by dividing the NAVD 88
 PD0385.geopotential number by the normal gravity value computed on the
 PD0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0385.degrees latitude (g = 980.6199 gals.).
 PD0385
 PD0385.The modeled gravity was interpolated from observed gravity values.
 PD0385
 PD0385;                    North         East    Units  Estimated Accuracy
 PD0385;SPC ME E     -   131,990.      371,140.      MT  (+/- 180 meters Scaled)
 PD0385
 PD0385                          SUPERSEDED SURVEY CONTROL
 PD0385
 PD0385  NGVD 29 (??/??/92)   56.706  (m)          186.04   (f) ADJ UNCH    2 0
 PD0385
 PD0385.Superseded values are not recommended for survey control.
 PD0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0385.See file dsdata.txt to determine how the superseded data were derived.
 PD0385
 PD0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK106673(NAD 83)
 PD0385_MARKER: DB = BENCH MARK DISK
 PD0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PD0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PD0385_STAMPING: B 76 1935
 PD0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0385+STABILITY: SURFACE MOTION
 PD0385
 PD0385  HISTORY     - Date     Condition        Report By
 PD0385  HISTORY     - 1935     MONUMENTED       CGS
 PD0385  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 PD0385
 PD0385                          STATION DESCRIPTION
 PD0385
 PD0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PD0385'7.6 MI SE FROM WESLEY.
 PD0385'7.6 MILES SOUTHEAST ALONG STATE HIGHWAY 192 FROM THE JUNCTION
 PD0385'OF STATE HIGHWAY 9 AT WESLEY, WASHINGTON COUNTY, 200 YARDS NORTH
 PD0385'OF A LARGE YELLOW HOUSE ON THE WEST SIDE OF THE HIGHWAY, 70
 PD0385'YARDS NORTH OF A 12-INCH PIPE CULVERT UNDER THE HIGHWAY, 23 FEET
 PD0385'EAST OF THE CENTER LINE OF THE HIGHWAY, AND 1 FOOT WEST OF A
 PD0385'PASTURE FENCE.  A STANDARD DISK, STAMPED B 76 1935 AND SET IN THE
 PD0385'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 PD0385
 PD0385                          STATION RECOVERY (1986)
 PD0385
 PD0385'RECOVERY NOTE BY US POWER SQUADRON 1986 (LEP)
 PD0385'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0134 ***********************************************************************
 PE0134  DESIGNATION -  B 77
 PE0134  PID         -  PE0134
 PE0134  STATE/COUNTY-  ME/HANCOCK
 PE0134  USGS QUAD   -  ELLSWORTH (1981)
 PE0134
 PE0134                         *CURRENT SURVEY CONTROL
 PE0134  ___________________________________________________________________
 PE0134* NAD 83(1986)-  44 35 06.     (N)    068 25 58.     (W)     SCALED    
 PE0134* NAVD 88     -        31.434  (meters)     103.13   (feet)  ADJUSTED  
 PE0134  ___________________________________________________________________
 PE0134  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 PE0134  DYNAMIC HT  -          31.432 (meters)     103.12  (feet)  COMP
 PE0134  MODELED GRAV-     980,561.9   (mgal)                       NAVD 88
 PE0134
 PE0134  VERT ORDER  -  SECOND    CLASS 0
 PE0134
 PE0134.The horizontal coordinates were scaled from a topographic map and have
 PE0134.an estimated accuracy of +/- 6 seconds.
 PE0134
 PE0134.The orthometric height was determined by differential leveling
 PE0134.and adjusted by the National Geodetic Survey in June 1991..
 PE0134
 PE0134.The geoid height was determined by GEOID03.
 PE0134
 PE0134.The dynamic height is computed by dividing the NAVD 88
 PE0134.geopotential number by the normal gravity value computed on the
 PE0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0134.degrees latitude (g = 980.6199 gals.).
 PE0134
 PE0134.The modeled gravity was interpolated from observed gravity values.
 PE0134
 PE0134;                    North         East    Units  Estimated Accuracy
 PE0134;SPC ME E     -   102,030.      305,340.      MT  (+/- 180 meters Scaled)
 PE0134
 PE0134                          SUPERSEDED SURVEY CONTROL
 PE0134
 PE0134  NGVD 29 (??/??/92)   31.621  (m)          103.74   (f) ADJ UNCH    2 0
 PE0134
 PE0134.Superseded values are not recommended for survey control.
 PE0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0134.See file dsdata.txt to determine how the superseded data were derived.
 PE0134
 PE0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK450370(NAD 83)
 PE0134_MARKER: DB = BENCH MARK DISK
 PE0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0134_STAMPING: B 77 1935
 PE0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0134+STABILITY: SURFACE MOTION
 PE0134
 PE0134  HISTORY     - Date     Condition        Report By
 PE0134  HISTORY     - 1935     MONUMENTED       CGS
 PE0134  HISTORY     - 1953     MARK NOT FOUND   NGS
 PE0134  HISTORY     - 1976     GOOD             USGS
 PE0134  HISTORY     - 1987     GOOD             USPSQD
 PE0134  HISTORY     - 20011105 POOR             MEDT
 PE0134
 PE0134                          STATION DESCRIPTION
 PE0134
 PE0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 PE0134'1.6 MI N FROM ELLSWORTH FALLS.
 PE0134'1.6 MILES NORTH ALONG STATE HIGHWAY 180 FROM THE JUNCTION OF
 PE0134'U.S. HIGHWAY 1 AT ELLSWORTH FALLS, HANCOCK COUNTY, AT THE
 PE0134'JUNCTION OF STATE HIGHWAY 179, 31 FEET NORTHEAST OF THE CENTERLINE
 PE0134'OF STATE HIGHWAY 180, 29 FEET NORTHWEST OF THE CENTERLINE OF
 PE0134'STATE HIGHWAY 179, AND 8 FEET NORTHEAST OF POWER-LINE POLE 82/66.
 PE0134'A STANDARD DISK, STAMPED B 77 1935 AND SET IN THE TOP OF A
 PE0134'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 PE0134
 PE0134                          STATION RECOVERY (1976)
 PE0134
 PE0134'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 PE0134'ELLSWORTH FALLS 1.5 MILES NORTH OF ALONG STATE ROUTE 180-179. AT JCT.
 PE0134'OF MAINE STATE ROUTES 180, AND 179. SET IN TRAFFIC ISLAND AT RD. JCT.
 PE0134'15 FT NORTHEAST CENTERLINE OF ROAD. 33.8 FT SOUTHWEST CENTERLINE OF
 PE0134'ROAD. 4 FT SOUTH OF STOP SIGN. 5.7 FT SW OF POLE NO. 66. 2.8 FT EAST
 PE0134'OF WEST EDGE OF ISLAND. STANDARD TABLET SET IN TOP OF A CONCRETE POST
 PE0134'SET FLUSH. STAMPED B 77 1935.
 PE0134
 PE0134                          STATION RECOVERY (1987)
 PE0134
 PE0134'RECOVERY NOTE BY US POWER SQUADRON 1987 (ELG)
 PE0134'RECOVERED IN GOOD CONDITION.
 PE0134
 PE0134                          STATION RECOVERY (2001)
 PE0134
 PE0134'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 2001 (HEN)
 PE0134'RECOVERED BY MEDT PARTY CHIEF JOHN R. HIGGINS.  BOTH TRAVERSE AND GPS
 PE0134'OBSERVATIONS SHOWED A DESCREPANCY BETWEEN THE PUBLISHED ELEVATION AND
 PE0134'COMPUTED ELEVATION, WHICH IS +0.847M HIGHER.  IT ALSO APPEARS THAT THE
 PE0134'ENTIRE CONCRETE POST MAY HAVE BEEN MOVED AND RESET WITHOUT REGARD TO
 PE0134'TRANSFERRING THE ELEVATION.
 PE0134'SEE MEDT CONTROL STATION DESCRIPTIONS ON THE MEDT WEBSITE.  TO AID IN
 PE0134'FINDING THE BENCHMARK, NAD83(1996) UTM ZONE 19N COORDINATES
 PE0134'N/4936974.050M  E/544993.010M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0206 ***********************************************************************
 QG0206  DESIGNATION -  B 78
 QG0206  PID         -  QG0206
 QG0206  STATE/COUNTY-  ME/PENOBSCOT
 QG0206  USGS QUAD   -  LEE (1988)
 QG0206
 QG0206                         *CURRENT SURVEY CONTROL
 QG0206  ___________________________________________________________________
 QG0206* NAD 83(1986)-  45 21 35.     (N)    068 16 27.     (W)     SCALED    
 QG0206* NAVD 88     -       136.061  (meters)     446.39   (feet)  ADJUSTED  
 QG0206  ___________________________________________________________________
 QG0206  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 QG0206  DYNAMIC HT  -         136.061 (meters)     446.39  (feet)  COMP
 QG0206  MODELED GRAV-     980,611.7   (mgal)                       NAVD 88
 QG0206
 QG0206  VERT ORDER  -  SECOND    CLASS 0
 QG0206
 QG0206.The horizontal coordinates were scaled from a topographic map and have
 QG0206.an estimated accuracy of +/- 6 seconds.
 QG0206
 QG0206.The orthometric height was determined by differential leveling
 QG0206.and adjusted by the National Geodetic Survey in June 1991..
 QG0206
 QG0206.The geoid height was determined by GEOID03.
 QG0206
 QG0206.The dynamic height is computed by dividing the NAVD 88
 QG0206.geopotential number by the normal gravity value computed on the
 QG0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0206.degrees latitude (g = 980.6199 gals.).
 QG0206
 QG0206.The modeled gravity was interpolated from observed gravity values.
 QG0206
 QG0206;                    North         East    Units  Estimated Accuracy
 QG0206;SPC ME E     -   188,140.      317,690.      MT  (+/- 180 meters Scaled)
 QG0206
 QG0206                          SUPERSEDED SURVEY CONTROL
 QG0206
 QG0206  NGVD 29 (??/??/92)  136.255  (m)          447.03   (f) ADJ UNCH    2 0
 QG0206
 QG0206.Superseded values are not recommended for survey control.
 QG0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0206.See file dsdata.txt to determine how the superseded data were derived.
 QG0206
 QG0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL568231(NAD 83)
 QG0206_MARKER: DB = BENCH MARK DISK
 QG0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0206_STAMPING: B 78 1935
 QG0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0206+STABILITY: SURFACE MOTION
 QG0206
 QG0206  HISTORY     - Date     Condition        Report By
 QG0206  HISTORY     - 1935     MONUMENTED       CGS
 QG0206  HISTORY     - 1942     GOOD             NGS
 QG0206  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QG0206
 QG0206                          STATION DESCRIPTION
 QG0206
 QG0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QG0206'0.6 MI E FROM LEE.
 QG0206'0.6 MILE EAST ALONG STATE HIGHWAY 16 FROM THE TOWNHALL AT LEE,
 QG0206'PENOBSCOT COUNTY, 80 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 QG0206'LARGE FARMHOUSE, 26 FEET EAST OF THE CENTER LINE OF A PRIVATE
 QG0206'DRIVE, 26 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 3 FEET
 QG0206'WEST OF A WHITE WOODEN WITNESS POST, AND ABOUT 2 FEET HIGHER THAN
 QG0206'THE HIGHWAY.  A STANDARD DISK, STAMPED B 78 1935 AND SET IN THE
 QG0206'TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
 QG0206
 QG0206                          STATION RECOVERY (1942)
 QG0206
 QG0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 QG0206'RECOVERED IN GOOD CONDITION.
 QG0206
 QG0206                          STATION RECOVERY (1985)
 QG0206
 QG0206'RECOVERY NOTE BY US POWER SQUADRON 1985 (WRM)
 QG0206'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0044 ***********************************************************************
 PE0044  DESIGNATION -  B 8
 PE0044  PID         -  PE0044
 PE0044  STATE/COUNTY-  ME/HANCOCK
 PE0044  USGS QUAD   -  HANCOCK (1981)
 PE0044
 PE0044                         *CURRENT SURVEY CONTROL
 PE0044  ___________________________________________________________________
 PE0044* NAD 83(1986)-  44 33 53.     (N)    068 21 15.     (W)     SCALED    
 PE0044* NAVD 88     -        21.216  (meters)      69.61   (feet)  ADJUSTED  
 PE0044  ___________________________________________________________________
 PE0044  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 PE0044  DYNAMIC HT  -          21.215 (meters)      69.60  (feet)  COMP
 PE0044  MODELED GRAV-     980,566.2   (mgal)                       NAVD 88
 PE0044
 PE0044  VERT ORDER  -  FIRST     CLASS I
 PE0044
 PE0044.The horizontal coordinates were scaled from a topographic map and have
 PE0044.an estimated accuracy of +/- 6 seconds.
 PE0044
 PE0044.The orthometric height was determined by differential leveling
 PE0044.and adjusted by the National Geodetic Survey in June 1991..
 PE0044
 PE0044.The geoid height was determined by GEOID03.
 PE0044
 PE0044.The dynamic height is computed by dividing the NAVD 88
 PE0044.geopotential number by the normal gravity value computed on the
 PE0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0044.degrees latitude (g = 980.6199 gals.).
 PE0044
 PE0044.The modeled gravity was interpolated from observed gravity values.
 PE0044
 PE0044;                    North         East    Units  Estimated Accuracy
 PE0044;SPC ME E     -    99,790.      311,580.      MT  (+/- 180 meters Scaled)
 PE0044
 PE0044                          SUPERSEDED SURVEY CONTROL
 PE0044
 PE0044  NGVD 29 (??/??/92)   21.409  (m)           70.24   (f) ADJ UNCH    1 1
 PE0044
 PE0044.Superseded values are not recommended for survey control.
 PE0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0044.See file dsdata.txt to determine how the superseded data were derived.
 PE0044
 PE0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK512348(NAD 83)
 PE0044_MARKER: DB = BENCH MARK DISK
 PE0044_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE0044_SP_SET: BRIDGE WALL
 PE0044_STAMPING: B 8 1927 70.328
 PE0044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0044
 PE0044  HISTORY     - Date     Condition        Report By
 PE0044  HISTORY     - 1927     MONUMENTED       CGS
 PE0044  HISTORY     - 1966     GOOD             NGS
 PE0044  HISTORY     - 1978     GOOD             DMA
 PE0044
 PE0044                          STATION DESCRIPTION
 PE0044
 PE0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0044'1.6 MI NE FROM WASHINGTON JUNCTION.
 PE0044'ABOUT 1.6 MILES NORTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM
 PE0044'THE STATION AT WASHINGTON JUNCTION, ABOUT 0.15 MILE EAST OF
 PE0044'MILEPOST P170/C100, AT THE RAILROAD BRIDGE OVER KILKENNY STREAM,
 PE0044'12.5 FEET SOUTH OF THE SOUTH RAIL, IN THE TOP OF THE SECOND
 PE0044'STEP OF THE SOUTHEAST STONE WING WALL FOR THE BRIDGE, 1 1/2 FEET
 PE0044'SOUTHEAST OF THE SOUTHEAST END OF THE TOP STEP OF THE WING WALL,
 PE0044'AND ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE TRACK.
 PE0044
 PE0044                          STATION RECOVERY (1978)
 PE0044
 PE0044'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PE0044'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0555 ***********************************************************************
 QG0555  DESIGNATION -  B 80
 QG0555  PID         -  QG0555
 QG0555  STATE/COUNTY-  ME/PENOBSCOT
 QG0555  USGS QUAD   -  MILLINOCKET (1988)
 QG0555
 QG0555                         *CURRENT SURVEY CONTROL
 QG0555  ___________________________________________________________________
 QG0555* NAD 83(1986)-  45 40 36.     (N)    068 43 57.     (W)     SCALED    
 QG0555* NAVD 88     -       120.922  (meters)     396.72   (feet)  ADJUSTED  
 QG0555  ___________________________________________________________________
 QG0555  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 QG0555  DYNAMIC HT  -         120.925 (meters)     396.73  (feet)  COMP
 QG0555  MODELED GRAV-     980,641.3   (mgal)                       NAVD 88
 QG0555
 QG0555  VERT ORDER  -  SECOND    CLASS 0
 QG0555
 QG0555.The horizontal coordinates were scaled from a topographic map and have
 QG0555.an estimated accuracy of +/- 6 seconds.
 QG0555
 QG0555.The orthometric height was determined by differential leveling
 QG0555.and adjusted by the National Geodetic Survey in June 1991..
 QG0555
 QG0555.The geoid height was determined by GEOID03.
 QG0555
 QG0555.The dynamic height is computed by dividing the NAVD 88
 QG0555.geopotential number by the normal gravity value computed on the
 QG0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0555.degrees latitude (g = 980.6199 gals.).
 QG0555
 QG0555.The modeled gravity was interpolated from observed gravity values.
 QG0555
 QG0555;                    North         East    Units  Estimated Accuracy
 QG0555;SPC ME E     -   223,370.      281,890.      MT  (+/- 180 meters Scaled)
 QG0555
 QG0555                          SUPERSEDED SURVEY CONTROL
 QG0555
 QG0555  NGVD 29 (??/??/92)  121.090  (m)          397.28   (f) ADJ UNCH    2 0
 QG0555
 QG0555.Superseded values are not recommended for survey control.
 QG0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0555.See file dsdata.txt to determine how the superseded data were derived.
 QG0555
 QG0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL208581(NAD 83)
 QG0555_MARKER: DB = BENCH MARK DISK
 QG0555_SETTING: 80 = SET IN A BOULDER
 QG0555_SP_SET: BOULDER
 QG0555_STAMPING: B 80 1942
 QG0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0555+STABILITY: SURFACE MOTION
 QG0555
 QG0555  HISTORY     - Date     Condition        Report By
 QG0555  HISTORY     - 1942     MONUMENTED       CGS
 QG0555
 QG0555                          STATION DESCRIPTION
 QG0555
 QG0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0555'1.3 MI NW FROM MILLINOCKET.
 QG0555'1.3 MILES NORTHWEST ALONG THE BAXTER STATE PARK ROAD FROM THE BANGOR
 QG0555'AN AROOSTOOK RAILROAD STATION AT MILLINOCKET, PENBOSCOT COUNTY,
 QG0555'28 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, HALFWAY UP THE
 QG0555'SOUTHEAST SLOPE OF A SMALL HILL, IN THE TOP OF A 7-FOOT GRANITE
 QG0555'BOULDER, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED B
 QG0555'80 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0684 ***********************************************************************
 QG0684  DESIGNATION -  B 81
 QG0684  PID         -  QG0684
 QG0684  STATE/COUNTY-  ME/PISCATAQUIS
 QG0684  USGS QUAD   -  DOUBLETOP MTN (1988)
 QG0684
 QG0684                         *CURRENT SURVEY CONTROL
 QG0684  ___________________________________________________________________
 QG0684* NAD 83(1986)-  45 53 14.     (N)    068 59 58.     (W)     SCALED    
 QG0684* NAVD 88     -       328.399  (meters)    1077.42   (feet)  ADJUSTED  
 QG0684  ___________________________________________________________________
 QG0684  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 QG0684  DYNAMIC HT  -         328.397 (meters)    1077.42  (feet)  COMP
 QG0684  MODELED GRAV-     980,598.8   (mgal)                       NAVD 88
 QG0684
 QG0684  VERT ORDER  -  SECOND    CLASS 0
 QG0684
 QG0684.The horizontal coordinates were scaled from a topographic map and have
 QG0684.an estimated accuracy of +/- 6 seconds.
 QG0684
 QG0684.The orthometric height was determined by differential leveling
 QG0684.and adjusted by the National Geodetic Survey in June 1991..
 QG0684
 QG0684.The geoid height was determined by GEOID03.
 QG0684
 QG0684.The dynamic height is computed by dividing the NAVD 88
 QG0684.geopotential number by the normal gravity value computed on the
 QG0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0684.degrees latitude (g = 980.6199 gals.).
 QG0684
 QG0684.The modeled gravity was interpolated from observed gravity values.
 QG0684
 QG0684;                    North         East    Units  Estimated Accuracy
 QG0684;SPC ME E     -   246,860.      261,240.      MT  (+/- 180 meters Scaled)
 QG0684
 QG0684                          SUPERSEDED SURVEY CONTROL
 QG0684
 QG0684  NGVD 29 (??/??/92)  328.553  (m)         1077.93   (f) ADJ UNCH    2 0
 QG0684
 QG0684.Superseded values are not recommended for survey control.
 QG0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0684.See file dsdata.txt to determine how the superseded data were derived.
 QG0684
 QG0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL000815(NAD 83)
 QG0684_MARKER: DB = BENCH MARK DISK
 QG0684_SETTING: 80 = SET IN A BOULDER
 QG0684_SP_SET: BOULDER
 QG0684_STAMPING: B 81 1942
 QG0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0684+STABILITY: SURFACE MOTION
 QG0684
 QG0684  HISTORY     - Date     Condition        Report By
 QG0684  HISTORY     - 1942     MONUMENTED       CGS
 QG0684
 QG0684                          STATION DESCRIPTION
 QG0684
 QG0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0684'24.2 MI NW FROM MILLINOCKET.
 QG0684'IN PISCATAQUIS COUNTY, 24.2 MILES NORTHWEST ALONG THE BAXTER
 QG0684'STATE PARK ROAD FROM THE BANGOR AND AROOSTOOK RAILROAD STATION
 QG0684'AT MILLINOCKET, PENOBSCOT COUNTY, AT THE KATAHDIN STREAM RANGER
 QG0684'STATION, 150 FEET WEST OF THE BRIDGE OVER KATAHDIN STREAM, 30
 QG0684'FEET SOUTH OF THE CENTER LINE OF THE ROAD, IN THE TOP OF A
 QG0684'10- BY 14-FOOT GRANITE BOULDER, AND ABOUT 1-1/2 FEET HIGHER THAN
 QG0684'THE ROAD.  A STANDARD DISK, STAMPED B 81 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0660 ***********************************************************************
 QG0660  CBN         -  This is a Cooperative Base Network Control Station.
 QG0660  DESIGNATION -  B 82
 QG0660  PID         -  QG0660
 QG0660  STATE/COUNTY-  ME/PISCATAQUIS
 QG0660  USGS QUAD   -  HARRINGTON LAKE (1988)
 QG0660
 QG0660                         *CURRENT SURVEY CONTROL
 QG0660  ___________________________________________________________________
 QG0660* NAD 83(1996)-  45 52 47.56078(N)    069 10 32.33366(W)     ADJUSTED  
 QG0660* NAVD 88     -       287.147  (meters)     942.08   (feet)  ADJUSTED  
 QG0660  ___________________________________________________________________
 QG0660  X           -   1,581,317.664 (meters)                     COMP
 QG0660  Y           -  -4,157,524.318 (meters)                     COMP
 QG0660  Z           -   4,556,151.504 (meters)                     COMP
 QG0660  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 QG0660  ELLIP HEIGHT-         263.01  (meters)          (04/26/01) GPS OBS
 QG0660  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 QG0660  DYNAMIC HT  -         287.151 (meters)     942.09  (feet)  COMP
 QG0660  MODELED GRAV-     980,620.6   (mgal)                       NAVD 88
 QG0660
 QG0660  HORZ ORDER  -  A
 QG0660  VERT ORDER  -  SECOND    CLASS 0
 QG0660  ELLP ORDER  -  FOURTH    CLASS I
 QG0660
 QG0660.The horizontal coordinates were established by GPS observations
 QG0660.and adjusted by the National Geodetic Survey in April 2001..
 QG0660
 QG0660.The orthometric height was determined by differential leveling
 QG0660.and adjusted by the National Geodetic Survey in June 1991..
 QG0660
 QG0660.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QG0660
 QG0660.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG0660
 QG0660.The ellipsoidal height was determined by GPS observations
 QG0660.and is referenced to NAD 83.
 QG0660
 QG0660.The geoid height was determined by GEOID03.
 QG0660
 QG0660.The dynamic height is computed by dividing the NAVD 88
 QG0660.geopotential number by the normal gravity value computed on the
 QG0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0660.degrees latitude (g = 980.6199 gals.).
 QG0660
 QG0660.The modeled gravity was interpolated from observed gravity values.
 QG0660
 QG0660;                    North         East     Units Scale Factor Converg.
 QG0660;SPC ME E     -   246,145.707   247,554.197   MT  0.99993380   -0 29 06.2
 QG0660;UTM  19      - 5,080,716.253   486,369.749   MT  0.99960228   -0 07 33.9
 QG0660
 QG0660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG0660!SPC ME E     -   0.99995877  x   0.99993380  =   0.99989257
 QG0660!UTM  19      -   0.99995877  x   0.99960228  =   0.99956107
 QG0660
 QG0660                          SUPERSEDED SURVEY CONTROL
 QG0660
 QG0660  NAVD 88 (04/26/01)  287.15   (m)          942.1    (f) LEVELING    3  
 QG0660  NGVD 29 (??/??/92)  287.303  (m)          942.59   (f) ADJ UNCH    2 0
 QG0660
 QG0660.Superseded values are not recommended for survey control.
 QG0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0660.See file dsdata.txt to determine how the superseded data were derived.
 QG0660
 QG0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL8637080716(NAD 83)
 QG0660_MARKER: DB = BENCH MARK DISK
 QG0660_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QG0660_SP_SET: DAM WINGWALL
 QG0660_STAMPING: B 82 1942
 QG0660_MARK LOGO: CGS   
 QG0660_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QG0660_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG0660_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QG0660+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2000
 QG0660
 QG0660  HISTORY     - Date     Condition        Report By
 QG0660  HISTORY     - 1942     MONUMENTED       CGS
 QG0660  HISTORY     - 20000707 GOOD             MEDT
 QG0660
 QG0660                          STATION DESCRIPTION
 QG0660
 QG0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0660'AT RIPOGENUS DAM.
 QG0660'AT RIPOGENUS DAM, PISCATAQUIS COUNTY, AT THE SOUTH END OF THE
 QG0660'DAM, IN THE TOP OF THE SOUTHWEST WING WALL, 16.8 FEET WEST OF THE
 QG0660'CENTER LINE OF THE ROAD ON THE DAM, AND 8.8 FEET SOUTHWEST OF THE
 QG0660'ANGLE OF THE WEST GUARDRAIL ON THE WING WALL.  A STANDARD DISK,
 QG0660'STAMPED B 82 1942.
 QG0660
 QG0660                          STATION RECOVERY (2000)
 QG0660
 QG0660'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 2000 (TL)
 QG0660'THE STATION IS LOCATED NEAR THE SOUTHWEST CORNER OF THE RIPOGENOUS
 QG0660'DAM, ABOUT 30 MI (48.3 KM) NORTHWEST OF MILLINOCKET. OWNERSHIP--GREAT
 QG0660'NORTHERN PAPER.  TO REACH FROM DOWNTOWN MILLINOCKET, FOLLOW THE SIGNS
 QG0660'FOR BAXTER STATE PARK GOING NORTHWEST.  ONCE YOU GET TO SPENCER COVE
 QG0660'ON AMBAJEJUS LAKE, ABOUT 8.5 MI (13.7 KM), FOLLOW GOLDEN ROAD FOR
 QG0660'ABOUT 20 MI (32.2 KM) AND WATCH FOR SIGNS LEADING TO RIPOGENOUS LAKE.
 QG0660'EVENTUALLY THE TURN WILL BE ON THE RIGHT.  LOCATED 60 FT (18.3 M)
 QG0660'EAST-NORTHEAST OF THE SOUTHWEST END OF A METAL GUARD FENCE, 16.8 FT
 QG0660'(5.1 M) WEST OF THE CENTERLINE OF THE ROAD ON THE DAM AND 8.8 FT (2.7
 QG0660'M) SOUTHWEST OF AN ANGLE IN A GUARD FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0003 ***********************************************************************
 QG0003  DESIGNATION -  B 83
 QG0003  PID         -  QG0003
 QG0003  STATE/COUNTY-  ME/PENOBSCOT
 QG0003  USGS QUAD   -  MATTAWAMKEAG (1988)
 QG0003
 QG0003                         *CURRENT SURVEY CONTROL
 QG0003  ___________________________________________________________________
 QG0003* NAD 83(1986)-  45 31 16.     (N)    068 19 52.     (W)     SCALED    
 QG0003* NAVD 88     -        79.582  (meters)     261.10   (feet)  ADJUSTED  
 QG0003  ___________________________________________________________________
 QG0003  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 QG0003  DYNAMIC HT  -          79.583 (meters)     261.10  (feet)  COMP
 QG0003  MODELED GRAV-     980,629.3   (mgal)                       NAVD 88
 QG0003
 QG0003  VERT ORDER  -  FIRST     CLASS II
 QG0003
 QG0003.The horizontal coordinates were scaled from a topographic map and have
 QG0003.an estimated accuracy of +/- 6 seconds.
 QG0003
 QG0003.The orthometric height was determined by differential leveling
 QG0003.and adjusted by the National Geodetic Survey in June 1991..
 QG0003
 QG0003.The geoid height was determined by GEOID03.
 QG0003
 QG0003.The dynamic height is computed by dividing the NAVD 88
 QG0003.geopotential number by the normal gravity value computed on the
 QG0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0003.degrees latitude (g = 980.6199 gals.).
 QG0003
 QG0003.The modeled gravity was interpolated from observed gravity values.
 QG0003
 QG0003;                    North         East    Units  Estimated Accuracy
 QG0003;SPC ME E     -   206,070.      313,190.      MT  (+/- 180 meters Scaled)
 QG0003
 QG0003                          SUPERSEDED SURVEY CONTROL
 QG0003
 QG0003  NGVD 29 (??/??/92)   79.750  (m)          261.65   (f) ADJ UNCH    1 2
 QG0003
 QG0003.Superseded values are not recommended for survey control.
 QG0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0003.See file dsdata.txt to determine how the superseded data were derived.
 QG0003
 QG0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL522410(NAD 83)
 QG0003_MARKER: DB = BENCH MARK DISK
 QG0003_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QG0003_SP_SET: CULVERT
 QG0003_STAMPING: B 83 1942
 QG0003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG0003
 QG0003  HISTORY     - Date     Condition        Report By
 QG0003  HISTORY     - 1942     MONUMENTED       CGS
 QG0003
 QG0003                          STATION DESCRIPTION
 QG0003
 QG0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0003'1.1 MI E FROM MATTAWAMKEAG.
 QG0003'BENCH MARK IS ALONG THE MAINE CENTRAL RAILROAD ABOUT 1.1 MILES
 QG0003'EASTERLY FROM THE STATION AT MATTAWAMKEAG, ABOUT 0.3 MILE WEST OF
 QG0003'MILE POST NUMBER 196, 18.5 FEET NORTH OF AND ABOUT 3.0 FEET BELOW
 QG0003'THE CENTERLINE OF THE TRACK, AND SET HORIZONTALLY IN TOP OF THE
 QG0003'WEST END OF THE NORTH MASONRY HEADWALL OF A 4.0 FOOT PIPE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0359 ***********************************************************************
 QG0359  DESIGNATION -  B 84
 QG0359  PID         -  QG0359
 QG0359  STATE/COUNTY-  ME/PENOBSCOT
 QG0359  USGS QUAD   -  SOUTH LAGRANGE (1983)
 QG0359
 QG0359                         *CURRENT SURVEY CONTROL
 QG0359  ___________________________________________________________________
 QG0359* NAD 83(1986)-  45 05 50.     (N)    068 47 40.     (W)     SCALED    
 QG0359* NAVD 88     -        57.955  (meters)     190.14   (feet)  ADJUSTED  
 QG0359  ___________________________________________________________________
 QG0359  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 QG0359  DYNAMIC HT  -          57.955 (meters)     190.14  (feet)  COMP
 QG0359  MODELED GRAV-     980,608.3   (mgal)                       NAVD 88
 QG0359
 QG0359  VERT ORDER  -  FIRST     CLASS II
 QG0359
 QG0359.The horizontal coordinates were scaled from a topographic map and have
 QG0359.an estimated accuracy of +/- 6 seconds.
 QG0359
 QG0359.The orthometric height was determined by differential leveling
 QG0359.and adjusted by the National Geodetic Survey in June 1991..
 QG0359
 QG0359.The geoid height was determined by GEOID03.
 QG0359
 QG0359.The dynamic height is computed by dividing the NAVD 88
 QG0359.geopotential number by the normal gravity value computed on the
 QG0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0359.degrees latitude (g = 980.6199 gals.).
 QG0359
 QG0359.The modeled gravity was interpolated from observed gravity values.
 QG0359
 QG0359;                    North         East    Units  Estimated Accuracy
 QG0359;SPC ME E     -   158,990.      276,830.      MT  (+/- 180 meters Scaled)
 QG0359
 QG0359                          SUPERSEDED SURVEY CONTROL
 QG0359
 QG0359  NGVD 29 (??/??/92)   58.137  (m)          190.74   (f) ADJ UNCH    1 2
 QG0359
 QG0359.Superseded values are not recommended for survey control.
 QG0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0359.See file dsdata.txt to determine how the superseded data were derived.
 QG0359
 QG0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK161937(NAD 83)
 QG0359_MARKER: DB = BENCH MARK DISK
 QG0359_SETTING: 80 = SET IN A BOULDER
 QG0359_SP_SET: BOULDER
 QG0359_STAMPING: B 84 1942
 QG0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0359+STABILITY: SURFACE MOTION
 QG0359
 QG0359  HISTORY     - Date     Condition        Report By
 QG0359  HISTORY     - 1942     MONUMENTED       CGS
 QG0359  HISTORY     - 1953     GOOD             NGS
 QG0359  HISTORY     - 1988     GOOD             USPSQD
 QG0359
 QG0359                          STATION DESCRIPTION
 QG0359
 QG0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 QG0359'1.8 MI SE FROM SOUTH LAGRANGE.
 QG0359'1.75 MILES SOUTHEAST ALONG STATE HIGHWAY 155 FROM THE OVERPASS
 QG0359'OVER THE BANGOR AND AROOSTOOK RAILROAD AT SOUTH LAGRANGE, ON THE
 QG0359'SOUTHEAST SLOPE OF A HILL, IN THE TOP OF THE NORTH EDGE OF A LARGE
 QG0359'BOULDER, 33 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY, 156 FEET
 QG0359'SOUTHEAST OF EAST CORNER OF A 1 1/2-STORY HOUSE WITH RED BRICK
 QG0359'SIDING, 12 FEET NORTHWEST OF A LONG 20-INCH MAPLE TREE, AND ABOUT
 QG0359'1 FOOT ABOVE LEVEL OF HIGHWAY.
 QG0359
 QG0359                          STATION RECOVERY (1988)
 QG0359
 QG0359'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 QG0359'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0787 ***********************************************************************
 QG0787  DESIGNATION -  B 85
 QG0787  PID         -  QG0787
 QG0787  STATE/COUNTY-  ME/PISCATAQUIS
 QG0787  USGS QUAD   -  GREENVILLE (1989)
 QG0787
 QG0787                         *CURRENT SURVEY CONTROL
 QG0787  ___________________________________________________________________
 QG0787* NAD 83(1986)-  45 28 07.     (N)    069 35 31.     (W)     SCALED    
 QG0787* NAVD 88     -       325.553  (meters)    1068.09   (feet)  ADJUSTED  
 QG0787  ___________________________________________________________________
 QG0787  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 QG0787  DYNAMIC HT  -         325.543 (meters)    1068.05  (feet)  COMP
 QG0787  MODELED GRAV-     980,574.7   (mgal)                       NAVD 88
 QG0787
 QG0787  VERT ORDER  -  SECOND    CLASS 0
 QG0787
 QG0787.The horizontal coordinates were scaled from a topographic map and have
 QG0787.an estimated accuracy of +/- 6 seconds.
 QG0787
 QG0787.The orthometric height was determined by differential leveling
 QG0787.and adjusted by the National Geodetic Survey in June 1991..
 QG0787
 QG0787.The geoid height was determined by GEOID03.
 QG0787
 QG0787.The dynamic height is computed by dividing the NAVD 88
 QG0787.geopotential number by the normal gravity value computed on the
 QG0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0787.degrees latitude (g = 980.6199 gals.).
 QG0787
 QG0787.The modeled gravity was interpolated from observed gravity values.
 QG0787
 QG0787;                    North         East    Units  Estimated Accuracy
 QG0787;SPC ME E     -   200,800.      214,620.      MT  (+/- 180 meters Scaled)
 QG0787
 QG0787                          SUPERSEDED SURVEY CONTROL
 QG0787
 QG0787  NGVD 29 (??/??/92)  325.716  (m)         1068.62   (f) ADJ UNCH    2 0
 QG0787
 QG0787.Superseded values are not recommended for survey control.
 QG0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0787.See file dsdata.txt to determine how the superseded data were derived.
 QG0787
 QG0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL537351(NAD 83)
 QG0787_MARKER: DB = BENCH MARK DISK
 QG0787_SETTING: 80 = SET IN A BOULDER
 QG0787_SP_SET: BOULDER
 QG0787_STAMPING: B 85 1942
 QG0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0787+STABILITY: SURFACE MOTION
 QG0787
 QG0787  HISTORY     - Date     Condition        Report By
 QG0787  HISTORY     - 1942     MONUMENTED       CGS
 QG0787
 QG0787                          STATION DESCRIPTION
 QG0787
 QG0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0787'0.7 MI N FROM GREENVILLE.
 QG0787'0.7 MILE NORTH ALONG A COUNTY ROAD FROM THE TOWNHALL AT GREENVILLE,
 QG0787'PISCATAQUIS COUNTY, 30 FEET SOUTH OF POLE 31, IN THE FRONT YARD
 QG0787'OF A TWO-STORY FRAMEHOUSE, 44 FEET NORTHEAST OF THE NORTHEAST
 QG0787'CORNER OF THE HOUSE, 39 FEET WEST OF THE CENTER LINE OF THE
 QG0787'ROAD, IN THE SOUTHEAST CORNER OF A 9- BY 21-FOOT BOULDER, AND
 QG0787'ABOUT 1 FOOT HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED B 85
 QG0787'1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0644 ***********************************************************************
 QG0644  DESIGNATION -  B 86
 QG0644  PID         -  QG0644
 QG0644  STATE/COUNTY-  ME/PISCATAQUIS
 QG0644  USGS QUAD   -  FARRAR MOUNTAIN (1982)
 QG0644
 QG0644                         *CURRENT SURVEY CONTROL
 QG0644  ___________________________________________________________________
 QG0644* NAD 83(1986)-  45 44 20.     (N)    069 22 14.     (W)     SCALED    
 QG0644* NAVD 88     -       406.493  (meters)    1333.64   (feet)  ADJUSTED  
 QG0644  ___________________________________________________________________
 QG0644  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 QG0644  DYNAMIC HT  -         406.482 (meters)    1333.60  (feet)  COMP
 QG0644  MODELED GRAV-     980,574.6   (mgal)                       NAVD 88
 QG0644
 QG0644  VERT ORDER  -  SECOND    CLASS 0
 QG0644
 QG0644.The horizontal coordinates were scaled from a topographic map and have
 QG0644.an estimated accuracy of +/- 6 seconds.
 QG0644
 QG0644.The orthometric height was determined by differential leveling
 QG0644.and adjusted by the National Geodetic Survey in June 1991..
 QG0644
 QG0644.The geoid height was determined by GEOID03.
 QG0644
 QG0644.The dynamic height is computed by dividing the NAVD 88
 QG0644.geopotential number by the normal gravity value computed on the
 QG0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0644.degrees latitude (g = 980.6199 gals.).
 QG0644
 QG0644.The modeled gravity was interpolated from observed gravity values.
 QG0644
 QG0644;                    North         East    Units  Estimated Accuracy
 QG0644;SPC ME E     -   230,620.      232,250.      MT  (+/- 180 meters Scaled)
 QG0644
 QG0644                          SUPERSEDED SURVEY CONTROL
 QG0644
 QG0644  NGVD 29 (??/??/92)  406.648  (m)         1334.14   (f) ADJ UNCH    2 0
 QG0644
 QG0644.Superseded values are not recommended for survey control.
 QG0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0644.See file dsdata.txt to determine how the superseded data were derived.
 QG0644
 QG0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL711651(NAD 83)
 QG0644_MARKER: DB = BENCH MARK DISK
 QG0644_SETTING: 80 = SET IN A BOULDER
 QG0644_SP_SET: BOULDER
 QG0644_STAMPING: B 86 1942
 QG0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0644+STABILITY: SURFACE MOTION
 QG0644
 QG0644  HISTORY     - Date     Condition        Report By
 QG0644  HISTORY     - 1942     MONUMENTED       CGS
 QG0644  HISTORY     - 1953     GOOD             NGS
 QG0644
 QG0644                          STATION DESCRIPTION
 QG0644
 QG0644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 QG0644'7.1 MI NE FROM KOKADJO.
 QG0644'7.1 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 QG0644'KOKADJO, ABOUT 1.1 MILES SOUTHWEST OF A BRIDGE OVER BEAR BROOK,
 QG0644'ON THE INSIDE OF A CURVE WITH TANGENTS EXTENDING NORTH AND WEST,
 QG0644'19 FEET NORTHWEST OF CENTER LINE OF ROAD, 60 FEET WEST-NORTHWEST
 QG0644'AND ACROSS ROAD FROM A TRIANGULAR BLAZED 6-INCH CEDAR TREE, 18
 QG0644'FEET EAST-SOUTHEAST OF A TRAINGULAR BLAZED 6-INCH SPRUCE TREE, 43
 QG0644'FEET NORTHWEST AND ACROSS ROAD FROM TELEPHONE POLE NO. 482, 119
 QG0644'FEET SOUTHWEST OF WEST END OF A 12-INCH PIPE CULVERT, IN THE TOP
 QG0644'OF A 4 BY 6-FOOT BOULDER, 1 FOOT SOUTHWEST OF HIGHEST POINT OF
 QG0644'BOULDER, PROJECTING ABOUT 3 FEET AND ABOUT 2 FEET ABOVE LEVEL OF
 QG0644'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0833 ***********************************************************************
 QG0833  DESIGNATION -  B 87
 QG0833  PID         -  QG0833
 QG0833  STATE/COUNTY-  ME/SOMERSET
 QG0833  USGS QUAD   -  MAHONEY HILL (1989)
 QG0833
 QG0833                         *CURRENT SURVEY CONTROL
 QG0833  ___________________________________________________________________
 QG0833* NAD 83(1986)-  45 06 06.     (N)    069 46 22.     (W)     SCALED    
 QG0833* NAVD 88     -       410.342  (meters)    1346.26   (feet)  ADJUSTED  
 QG0833  ___________________________________________________________________
 QG0833  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 QG0833  DYNAMIC HT  -         410.307 (meters)    1346.15  (feet)  COMP
 QG0833  MODELED GRAV-     980,516.7   (mgal)                       NAVD 88
 QG0833
 QG0833  VERT ORDER  -  SECOND    CLASS 0
 QG0833
 QG0833.The horizontal coordinates were scaled from a topographic map and have
 QG0833.an estimated accuracy of +/- 6 seconds.
 QG0833
 QG0833.The orthometric height was determined by differential leveling
 QG0833.and adjusted by the National Geodetic Survey in June 1991..
 QG0833
 QG0833.The geoid height was determined by GEOID03.
 QG0833
 QG0833.The dynamic height is computed by dividing the NAVD 88
 QG0833.geopotential number by the normal gravity value computed on the
 QG0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0833.degrees latitude (g = 980.6199 gals.).
 QG0833
 QG0833.The modeled gravity was interpolated from observed gravity values.
 QG0833
 QG0833;                    North         East    Units  Estimated Accuracy
 QG0833;SPC ME W     -   252,110.      931,000.      MT  (+/- 180 meters Scaled)
 QG0833
 QG0833                          SUPERSEDED SURVEY CONTROL
 QG0833
 QG0833  NGVD 29 (??/??/92)  410.504  (m)         1346.80   (f) ADJ UNCH    2 0
 QG0833
 QG0833.Superseded values are not recommended for survey control.
 QG0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0833.See file dsdata.txt to determine how the superseded data were derived.
 QG0833
 QG0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK392945(NAD 83)
 QG0833_MARKER: DB = BENCH MARK DISK
 QG0833_SETTING: 80 = SET IN A BOULDER
 QG0833_SP_SET: BOULDER
 QG0833_STAMPING: B 87 1942
 QG0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0833+STABILITY: SURFACE MOTION
 QG0833
 QG0833  HISTORY     - Date     Condition        Report By
 QG0833  HISTORY     - 1942     MONUMENTED       CGS
 QG0833
 QG0833                          STATION DESCRIPTION
 QG0833
 QG0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0833'6.1 MI E FROM BINGHAM.
 QG0833'6.1 MILES EAST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE
 QG0833'AT BINGHAM, SOMERSET COUNTY, ABOUT 0.7 MILE EAST OF THE
 QG0833'MOSCOW-MAYFIELD TOWN LINE, 41 FEET SOUTH OF THE CENTER LINE OF
 QG0833'THE HIGHWAY, 30 FEET SOUTH OF THE SOUTH END OF A GALVANIZED-IRON
 QG0833'PIPE CULVERT UNDER THE HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY,
 QG0833'IN THE TOP OF A 9- BY 10-FOOT BOULDER PROJECTING ABOUT 3 FEET
 QG0833'ABOVE GROUND, AND 4 FEET WEST OF THE EAST END OF THE BOULDER.  A
 QG0833'STANDARD DISK, STAMPED B 87 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0107 ***********************************************************************
 PE0107  DESIGNATION -  B 88
 PE0107  PID         -  PE0107
 PE0107  STATE/COUNTY-  ME/WASHINGTON
 PE0107  USGS QUAD   -  LEAD MOUNTAIN (1987)
 PE0107
 PE0107                         *CURRENT SURVEY CONTROL
 PE0107  ___________________________________________________________________
 PE0107* NAD 83(1986)-  44 45 51.     (N)    068 01 39.     (W)     SCALED    
 PE0107* NAVD 88     -        74.256  (meters)     243.62   (feet)  ADJUSTED  
 PE0107  ___________________________________________________________________
 PE0107  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 PE0107  DYNAMIC HT  -          74.250 (meters)     243.60  (feet)  COMP
 PE0107  MODELED GRAV-     980,541.6   (mgal)                       NAVD 88
 PE0107
 PE0107  VERT ORDER  -  SECOND    CLASS 0
 PE0107
 PE0107.The horizontal coordinates were scaled from a topographic map and have
 PE0107.an estimated accuracy of +/- 6 seconds.
 PE0107
 PE0107.The orthometric height was determined by differential leveling
 PE0107.and adjusted by the National Geodetic Survey in June 1991..
 PE0107
 PE0107.The geoid height was determined by GEOID03.
 PE0107
 PE0107.The dynamic height is computed by dividing the NAVD 88
 PE0107.geopotential number by the normal gravity value computed on the
 PE0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0107.degrees latitude (g = 980.6199 gals.).
 PE0107
 PE0107.The modeled gravity was interpolated from observed gravity values.
 PE0107
 PE0107;                    North         East    Units  Estimated Accuracy
 PE0107;SPC ME E     -   122,050.      337,400.      MT  (+/- 180 meters Scaled)
 PE0107
 PE0107                          SUPERSEDED SURVEY CONTROL
 PE0107
 PE0107  NGVD 29 (??/??/92)   74.436  (m)          244.21   (f) ADJ UNCH    2 0
 PE0107
 PE0107.Superseded values are not recommended for survey control.
 PE0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0107.See file dsdata.txt to determine how the superseded data were derived.
 PE0107
 PE0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK769572(NAD 83)
 PE0107_MARKER: DB = BENCH MARK DISK
 PE0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0107_STAMPING: B 88 1942
 PE0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0107+STABILITY: SURFACE MOTION
 PE0107
 PE0107  HISTORY     - Date     Condition        Report By
 PE0107  HISTORY     - 1942     MONUMENTED       CGS
 PE0107
 PE0107                          STATION DESCRIPTION
 PE0107
 PE0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PE0107'2.7 MI S FROM SOUTH BEDDINGTON.
 PE0107'2.7 MILES SOUTH ALONG STATE HIGHWAY 193 FROM THE TOWNHALL AT
 PE0107'SOUTH BEDDINGTON, WASHINGTON COUNTY, 1.5 MILES NORTH OF THE
 PE0107'PUBLIC SCHOOL AT DEBOIS, 0.1 MILE SOUTH OF THE BEDDINGTON-DEBLOIS
 PE0107'TOWN LINE, 0.1 MILE NORTH OF A DIRT ROAD LEADING WEST, 28 FEET
 PE0107'WEST OF THE CENTER LINE OF THE HIGHWAY, MIDWAY BETWEEN TWO
 PE0107'POLES, AT A LARGE OPEN PLAIN, 2 FEET SOUTH OF A WHITE WOODEN
 PE0107'WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.  A
 PE0107'STANDARD DISK, STAMPED B 88 1942 AND SET IN THE TOP OF A
 PE0107'CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0221 ***********************************************************************
 QG0221  DESIGNATION -  B 89
 QG0221  PID         -  QG0221
 QG0221  STATE/COUNTY-  ME/PENOBSCOT
 QG0221  USGS QUAD   -  BOWERS MOUNTAIN (1988)
 QG0221
 QG0221                         *CURRENT SURVEY CONTROL
 QG0221  ___________________________________________________________________
 QG0221* NAD 83(1986)-  45 24 40.     (N)    068 03 12.     (W)     SCALED    
 QG0221* NAVD 88     -       284.677  (meters)     933.98   (feet)  ADJUSTED  
 QG0221  ___________________________________________________________________
 QG0221  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 QG0221  DYNAMIC HT  -         284.670 (meters)     933.95  (feet)  COMP
 QG0221  MODELED GRAV-     980,584.9   (mgal)                       NAVD 88
 QG0221
 QG0221  VERT ORDER  -  SECOND    CLASS 0
 QG0221
 QG0221.The horizontal coordinates were scaled from a topographic map and have
 QG0221.an estimated accuracy of +/- 6 seconds.
 QG0221
 QG0221.The orthometric height was determined by differential leveling
 QG0221.and adjusted by the National Geodetic Survey in June 1991..
 QG0221
 QG0221.The geoid height was determined by GEOID03.
 QG0221
 QG0221.The dynamic height is computed by dividing the NAVD 88
 QG0221.geopotential number by the normal gravity value computed on the
 QG0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0221.degrees latitude (g = 980.6199 gals.).
 QG0221
 QG0221.The modeled gravity was interpolated from observed gravity values.
 QG0221
 QG0221;                    North         East    Units  Estimated Accuracy
 QG0221;SPC ME E     -   193,930.      334,960.      MT  (+/- 180 meters Scaled)
 QG0221
 QG0221                          SUPERSEDED SURVEY CONTROL
 QG0221
 QG0221  NGVD 29 (??/??/92)  284.870  (m)          934.61   (f) ADJ UNCH    2 0
 QG0221
 QG0221.Superseded values are not recommended for survey control.
 QG0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0221.See file dsdata.txt to determine how the superseded data were derived.
 QG0221
 QG0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL740290(NAD 83)
 QG0221_MARKER: DB = BENCH MARK DISK
 QG0221_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QG0221_SP_SET: CULVERT
 QG0221_STAMPING: B 89 1942
 QG0221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG0221
 QG0221  HISTORY     - Date     Condition        Report By
 QG0221  HISTORY     - 1942     MONUMENTED       CGS
 QG0221
 QG0221                          STATION DESCRIPTION
 QG0221
 QG0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0221'0.8 MI W FROM CARROLL.
 QG0221'0.8 MILE WEST ALONG STATE HIGHWAY 16 FROM THE GENERAL STORE AT
 QG0221'CARROLL, PENOBSCOT COUNTY, AT THE JUNCTION OF A GRAVEL ROAD LEADING
 QG0221'SOUTH, 24 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 21 FEET
 QG0221'EAST OF THE CENTER LINE OF THE ROAD, AT A CULVERT, IN THE CENTER
 QG0221'OF THE TOP OF THE L-SHAPED CONCRETE HEADWALL, AND ABOUT 2 FEET
 QG0221'LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED B 89 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0433 ***********************************************************************
 PE0433  DESIGNATION -  B 90
 PE0433  PID         -  PE0433
 PE0433  STATE/COUNTY-  ME/HANCOCK
 PE0433  USGS QUAD   -  GREEN LAKE (1982)
 PE0433
 PE0433                         *CURRENT SURVEY CONTROL
 PE0433  ___________________________________________________________________
 PE0433* NAD 83(1986)-  44 38 09.     (N)    068 31 57.     (W)     SCALED    
 PE0433* NAVD 88     -        82.654  (meters)     271.17   (feet)  ADJUSTED  
 PE0433  ___________________________________________________________________
 PE0433  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 PE0433  DYNAMIC HT  -          82.647 (meters)     271.15  (feet)  COMP
 PE0433  MODELED GRAV-     980,533.1   (mgal)                       NAVD 88
 PE0433  OBS GRAVITY -     980,533.7   (mgal)                       GRAV_OBS
 PE0433
 PE0433  VERT ORDER  -  FIRST     CLASS I
 PE0433
 PE0433.The horizontal coordinates were scaled from a topographic map and have
 PE0433.an estimated accuracy of +/- 6 seconds.
 PE0433
 PE0433.The orthometric height was determined by differential leveling
 PE0433.and adjusted by the National Geodetic Survey in June 1991..
 PE0433
 PE0433.The geoid height was determined by GEOID03.
 PE0433
 PE0433.The dynamic height is computed by dividing the NAVD 88
 PE0433.geopotential number by the normal gravity value computed on the
 PE0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0433.degrees latitude (g = 980.6199 gals.).
 PE0433
 PE0433.The modeled gravity was interpolated from observed gravity values.
 PE0433.The observed gravity was obtained from relative gravimeter ties
 PE0433.to the IGSN71 gravity network.
 PE0433
 PE0433;                    North         East    Units  Estimated Accuracy
 PE0433;SPC ME E     -   107,680.      297,420.      MT  (+/- 180 meters Scaled)
 PE0433
 PE0433                          SUPERSEDED SURVEY CONTROL
 PE0433
 PE0433  NGVD 29 (??/??/92)   82.844  (m)          271.80   (f) ADJ UNCH    1 1
 PE0433
 PE0433.Superseded values are not recommended for survey control.
 PE0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0433.See file dsdata.txt to determine how the superseded data were derived.
 PE0433
 PE0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK370426(NAD 83)
 PE0433_MARKER: DB = BENCH MARK DISK
 PE0433_SETTING: 80 = SET IN A BOULDER
 PE0433_SP_SET: BOULDER
 PE0433_STAMPING: B 90 1942
 PE0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0433+STABILITY: SURFACE MOTION
 PE0433
 PE0433  HISTORY     - Date     Condition        Report By
 PE0433  HISTORY     - 1942     MONUMENTED       CGS
 PE0433  HISTORY     - 1966     GOOD             NGS
 PE0433  HISTORY     - 1978     GOOD             DMA
 PE0433
 PE0433                          STATION DESCRIPTION
 PE0433
 PE0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0433'2.7 MI SE FROM GREEN LAKE.
 PE0433'2.7 MILES SOUTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE0433'BLACK TOPPED ROAD CROSSING AT GREEN LAKE, ON THE OUTSIDE OF A
 PE0433'CURVE WITH TANGENTS EXTENDING, NORTH AND EAST, 19 FEET
 PE0433'SOUTHEAST OF MILEPOST C113/P157, IN THE TOP OF A EMBEDDED
 PE0433'BOULDER THAT THE EXPOSED PORTION IS ABOUT 3-BY-6-FOOT AND
 PE0433'PROJECTS 1 1/2 FEET, 12.0 FEET SOUTHWEST OF THE SOUTHWEST
 PE0433'RAIL, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
 PE0433
 PE0433                          STATION RECOVERY (1978)
 PE0433
 PE0433'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PE0433'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0507 ***********************************************************************
 PF0507  DESIGNATION -  B 92
 PF0507  PID         -  PF0507
 PF0507  STATE/COUNTY-  ME/OXFORD
 PF0507  USGS QUAD   -  SPECKLED MOUNTAIN (1970)
 PF0507
 PF0507                         *CURRENT SURVEY CONTROL
 PF0507  ___________________________________________________________________
 PF0507* NAD 83(1986)-  44 17 15.     (N)    070 59 57.     (W)     SCALED    
 PF0507* NAVD 88     -       342.271  (meters)    1122.93   (feet)  ADJUSTED  
 PF0507  ___________________________________________________________________
 PF0507  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 PF0507  DYNAMIC HT  -         342.206 (meters)    1122.72  (feet)  COMP
 PF0507  MODELED GRAV-     980,419.8   (mgal)                       NAVD 88
 PF0507
 PF0507  VERT ORDER  -  SECOND    CLASS 0
 PF0507
 PF0507.The horizontal coordinates were scaled from a topographic map and have
 PF0507.an estimated accuracy of +/- 6 seconds.
 PF0507
 PF0507.The orthometric height was determined by differential leveling
 PF0507.and adjusted by the National Geodetic Survey in June 1991..
 PF0507
 PF0507.The geoid height was determined by GEOID03.
 PF0507
 PF0507.The dynamic height is computed by dividing the NAVD 88
 PF0507.geopotential number by the normal gravity value computed on the
 PF0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0507.degrees latitude (g = 980.6199 gals.).
 PF0507
 PF0507.The modeled gravity was interpolated from observed gravity values.
 PF0507
 PF0507;                    North         East    Units  Estimated Accuracy
 PF0507;SPC ME W     -   161,900.      833,550.      MT  (+/- 180 meters Scaled)
 PF0507
 PF0507                          SUPERSEDED SURVEY CONTROL
 PF0507
 PF0507  NGVD 29 (??/??/92)  342.34   (m)         1123.2    (f) COMPUTED    2 0
 PF0507
 PF0507.Superseded values are not recommended for survey control.
 PF0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0507.See file dsdata.txt to determine how the superseded data were derived.
 PF0507
 PF0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK404057(NAD 83)
 PF0507_MARKER: DB = BENCH MARK DISK
 PF0507_SETTING: 66 = SET IN ROCK OUTCROP
 PF0507_SP_SET: ROCK LEDGE
 PF0507_STAMPING: B 92 1942
 PF0507_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PF0507+STABILITY: POSITION/ELEVATION WELL
 PF0507
 PF0507  HISTORY     - Date     Condition        Report By
 PF0507  HISTORY     - 1942     MONUMENTED       CGS
 PF0507  HISTORY     - 1976     MARK NOT FOUND   NGS
 PF0507  HISTORY     - 20040925 MARK NOT FOUND   GEOCAC
 PF0507
 PF0507                          STATION DESCRIPTION
 PF0507
 PF0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PF0507'3.8 MI N FROM NORTH CHATHAM.
 PF0507'IN OXFORD COUNTY, MAINE, ABOUT 3.8 MILES NORTH ALONG THE EVANS
 PF0507'NOTCH ROAD FROM THE POST OFFICE AT NORTH CHATHAM, CARROLL
 PF0507'COUNTY, NEW HAMPSHIRE, ABOUT 1.9 MILES NORTH OF THE MAINE-NEW
 PF0507'HAMPSHIRE STATE LINE, ON THE SIDE OF A STEEL GRADE, 23.4 FEET
 PF0507'SOUTH OF A STONE CULVERT, 18 FEET EAST OF THE CENTER LINE OF THE
 PF0507'ROAD, IN THE SHELF OF A LARGE ROCK LEDGE, AND ABOUT LEVEL WITH
 PF0507'THE ROAD.  A STANDARD DISK, STAMPED B 92 1942.
 PF0507
 PF0507                          STATION RECOVERY (1976)
 PF0507
 PF0507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 PF0507'MARK NOT FOUND.
 PF0507
 PF0507                          STATION RECOVERY (2004)
 PF0507
 PF0507'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 PF0507'I MUST AGREE WITH THE FILED 1976 REPORT FROM NGS THAT THIS MARK WAS
 PF0507'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0096 ***********************************************************************
 PE0096  DESIGNATION -  B 93
 PE0096  PID         -  PE0096
 PE0096  STATE/COUNTY-  ME/HANCOCK
 PE0096  USGS QUAD   -  SULLIVAN (1982)
 PE0096
 PE0096                         *CURRENT SURVEY CONTROL
 PE0096  ___________________________________________________________________
 PE0096* NAD 83(1986)-  44 34 06.     (N)    068 11 39.     (W)     SCALED    
 PE0096* NAVD 88     -        15.673  (meters)      51.42   (feet)  ADJUSTED  
 PE0096  ___________________________________________________________________
 PE0096  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 PE0096  DYNAMIC HT  -          15.672 (meters)      51.42  (feet)  COMP
 PE0096  MODELED GRAV-     980,565.9   (mgal)                       NAVD 88
 PE0096
 PE0096  VERT ORDER  -  SECOND    CLASS 0
 PE0096
 PE0096.The horizontal coordinates were scaled from a topographic map and have
 PE0096.an estimated accuracy of +/- 6 seconds.
 PE0096
 PE0096.The orthometric height was determined by differential leveling
 PE0096.and adjusted by the National Geodetic Survey in June 1991..
 PE0096.WARNING-Repeat measurements at this control monument indicate possible
 PE0096.vertical movement.
 PE0096
 PE0096.The geoid height was determined by GEOID03.
 PE0096
 PE0096.The dynamic height is computed by dividing the NAVD 88
 PE0096.geopotential number by the normal gravity value computed on the
 PE0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0096.degrees latitude (g = 980.6199 gals.).
 PE0096
 PE0096.The modeled gravity was interpolated from observed gravity values.
 PE0096
 PE0096;                    North         East    Units  Estimated Accuracy
 PE0096;SPC ME E     -   100,220.      324,290.      MT  (+/- 180 meters Scaled)
 PE0096
 PE0096                          SUPERSEDED SURVEY CONTROL
 PE0096
 PE0096  NGVD 29 (??/??/92)   15.873  (m)           52.08   (f) ADJ UNCH    2 0
 PE0096
 PE0096.Superseded values are not recommended for survey control.
 PE0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0096.See file dsdata.txt to determine how the superseded data were derived.
 PE0096
 PE0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK639353(NAD 83)
 PE0096_MARKER: DB = BENCH MARK DISK
 PE0096_SETTING: 66 = SET IN ROCK OUTCROP
 PE0096_SP_SET: ROCK LEDGE
 PE0096_STAMPING: B 93 1942
 PE0096_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0096+STABILITY: POSITION/ELEVATION WELL
 PE0096
 PE0096  HISTORY     - Date     Condition        Report By
 PE0096  HISTORY     - 1942     MONUMENTED       CGS
 PE0096  HISTORY     - 1966     GOOD             NGS
 PE0096
 PE0096                          STATION DESCRIPTION
 PE0096
 PE0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0096'2.3 MI SE FROM FRANKLIN.
 PE0096'2.3 MILES SOUTHEAST ALONG STATE HIGHWAY 200 FROM THE JUNCTION
 PE0096'OF STATE HIGHWAY 182 AT FRANKLIN, AT EAST FRANKLIN, 205 FEET WEST
 PE0096'OF THE APPROXIMATE CENTER OF THE JUNCTION OF A BLACK TOPPED
 PE0096'ROAD LEADING WEST, SET IN THE TOP OF A ROCK LEDGE WHICH IS
 PE0096'9 FEET LONG-5 FEET WIDE AND PROJECTS 3 FEET ABOVE THE LEVEL OF
 PE0096'THE GROUND, LOCATED IN A VERY SHALLOW RAVINE AND IS ALMOST
 PE0096'COVERED BY A FILL, 13 FEET NORTH OF THE CENTER LINE OF THE
 PE0096'HIGHWAY, 6 1/2 FEET SOUTHEAST OF THE NORTHWEST END OF THE ROCK AND
 PE0096'ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0150 ***********************************************************************
 PD0150  DESIGNATION -  B 94
 PD0150  PID         -  PD0150
 PD0150  STATE/COUNTY-  ME/WASHINGTON
 PD0150  USGS QUAD   -  HADLEY LAKE (1987)
 PD0150
 PD0150                         *CURRENT SURVEY CONTROL
 PD0150  ___________________________________________________________________
 PD0150* NAD 83(1986)-  44 50 09.     (N)    067 25 10.     (W)     SCALED    
 PD0150* NAVD 88     -        26.104  (meters)      85.64   (feet)  ADJUSTED  
 PD0150  ___________________________________________________________________
 PD0150  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 PD0150  DYNAMIC HT  -          26.103 (meters)      85.64  (feet)  COMP
 PD0150  MODELED GRAV-     980,585.5   (mgal)                       NAVD 88
 PD0150  OBS GRAVITY -     980,584.0   (mgal)                       GRAV_OBS
 PD0150
 PD0150  VERT ORDER  -  FIRST     CLASS I
 PD0150
 PD0150.The horizontal coordinates were scaled from a topographic map and have
 PD0150.an estimated accuracy of +/- 6 seconds.
 PD0150
 PD0150.The orthometric height was determined by differential leveling
 PD0150.and adjusted by the National Geodetic Survey in June 1991..
 PD0150
 PD0150.The geoid height was determined by GEOID03.
 PD0150
 PD0150.The dynamic height is computed by dividing the NAVD 88
 PD0150.geopotential number by the normal gravity value computed on the
 PD0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0150.degrees latitude (g = 980.6199 gals.).
 PD0150
 PD0150.The modeled gravity was interpolated from observed gravity values.
 PD0150.The observed gravity was obtained from relative gravimeter ties
 PD0150.to the IGSN71 gravity network.
 PD0150
 PD0150;                    North         East    Units  Estimated Accuracy
 PD0150;SPC ME E     -   130,470.      385,430.      MT  (+/- 180 meters Scaled)
 PD0150
 PD0150                          SUPERSEDED SURVEY CONTROL
 PD0150
 PD0150  NGVD 29 (??/??/92)   26.312  (m)           86.33   (f) ADJ UNCH    1 1
 PD0150
 PD0150.Superseded values are not recommended for survey control.
 PD0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0150.See file dsdata.txt to determine how the superseded data were derived.
 PD0150
 PD0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK249659(NAD 83)
 PD0150_MARKER: DB = BENCH MARK DISK
 PD0150_SETTING: 80 = SET IN A BOULDER
 PD0150_SP_SET: BOULDER
 PD0150_STAMPING: B 94 1942
 PD0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0150+STABILITY: SURFACE MOTION
 PD0150
 PD0150  HISTORY     - Date     Condition        Report By
 PD0150  HISTORY     - 1942     MONUMENTED       CGS
 PD0150  HISTORY     - 1966     GOOD             NGS
 PD0150  HISTORY     - 1978     GOOD             DMA
 PD0150  HISTORY     - 1982     MARK NOT FOUND   USGS
 PD0150
 PD0150                          STATION DESCRIPTION
 PD0150
 PD0150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PD0150'5.4 MI N FROM JACKSONVILLE.
 PD0150'5.4 MILES NORTH ALONG THE MAINE CENTRAL RAILROAD FROM THE CROSSING
 PD0150'OF STATE HIGHWAY 191 AT JACKSONVILLE, 0.15 MILE NORTHEAST OF THE
 PD0150'CROSSING OF STATE HIGHWAY 191 (SAME HIGHWAY), 237 FEET NORTH OF
 PD0150'AND ACROSS THE TRACK FROM MILEPOST C33/P237, 44.7 FEET NORTHWEST
 PD0150'OF THE NORTHWEST RAIL, 15.3 FEET NORTHWEST OF THE NORTHWEST
 PD0150'RIGHT-OF-WAY FENCE, ABOUT LEVEL WITH THE TRACK, AND IN THE TOP
 PD0150'OF A 10-BY-10-FOOT EMBEDDED BOULDER THAT PROJECTS ABOUT 3 FEET
 PD0150'ABOVE THE GROUND.
 PD0150
 PD0150                          STATION RECOVERY (1978)
 PD0150
 PD0150'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PD0150'MONUMENT IS IN A 12 BY 15 FOOT BOULDER IT IS 4 FEET WEST OF EAST EDGE
 PD0150'OF BOULDER.
 PD0150
 PD0150                          STATION RECOVERY (1982)
 PD0150
 PD0150'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 PD0150'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0018 ***********************************************************************
 QF0018  DESIGNATION -  B 96
 QF0018  PID         -  QF0018
 QF0018  STATE/COUNTY-  ME/WASHINGTON
 QF0018  USGS QUAD   -  MEDDYBEMPS LAKE EAST (1987)
 QF0018
 QF0018                         *CURRENT SURVEY CONTROL
 QF0018  ___________________________________________________________________
 QF0018* NAD 83(1986)-  45 04 54.     (N)    067 16 33.     (W)     SCALED    
 QF0018* NAVD 88     -        37.949  (meters)     124.50   (feet)  ADJUSTED  
 QF0018  ___________________________________________________________________
 QF0018  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 QF0018  DYNAMIC HT  -          37.949 (meters)     124.50  (feet)  COMP
 QF0018  MODELED GRAV-     980,616.4   (mgal)                       NAVD 88
 QF0018  OBS GRAVITY -     980,617.3   (mgal)                       GRAV_OBS
 QF0018
 QF0018  VERT ORDER  -  FIRST     CLASS I
 QF0018
 QF0018.The horizontal coordinates were scaled from a topographic map and have
 QF0018.an estimated accuracy of +/- 6 seconds.
 QF0018
 QF0018.The orthometric height was determined by differential leveling
 QF0018.and adjusted by the National Geodetic Survey in June 1991..
 QF0018.WARNING-Repeat measurements at this control monument indicate possible
 QF0018.vertical movement.
 QF0018
 QF0018.The geoid height was determined by GEOID03.
 QF0018
 QF0018.The dynamic height is computed by dividing the NAVD 88
 QF0018.geopotential number by the normal gravity value computed on the
 QF0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0018.degrees latitude (g = 980.6199 gals.).
 QF0018
 QF0018.The modeled gravity was interpolated from observed gravity values.
 QF0018.The observed gravity was obtained from relative gravimeter ties
 QF0018.to the IGSN71 gravity network.
 QF0018
 QF0018;                    North         East    Units  Estimated Accuracy
 QF0018;SPC ME E     -   157,950.      396,380.      MT  (+/- 180 meters Scaled)
 QF0018
 QF0018                          SUPERSEDED SURVEY CONTROL
 QF0018
 QF0018  NGVD 29 (??/??/92)   38.154  (m)          125.18   (f) ADJ UNCH    1 1
 QF0018
 QF0018.Superseded values are not recommended for survey control.
 QF0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0018.See file dsdata.txt to determine how the superseded data were derived.
 QF0018
 QF0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK356934(NAD 83)
 QF0018_MARKER: DB = BENCH MARK DISK
 QF0018_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QF0018_SP_SET: CULVERT
 QF0018_STAMPING: B 96 1942
 QF0018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QF0018
 QF0018  HISTORY     - Date     Condition        Report By
 QF0018  HISTORY     - 1942     MONUMENTED       CGS
 QF0018  HISTORY     - 1966     GOOD             NGS
 QF0018  HISTORY     - 1978     GOOD             DMA
 QF0018
 QF0018                          STATION DESCRIPTION
 QF0018
 QF0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 QF0018'4.5 MI N FROM CHARLOTTE.
 QF0018'4.5 MILES NORTH ALONG THE MAINE CENTRAL RAILROAD FROM THE
 QF0018'CROSSING OF A BLACK TOPPED ROAD AT CHARLOTTE, ALSO ABOUT 6.6
 QF0018'MILES SOUTH ALONG THE MAINE CENTRAL RAILROAD FROM THE COURTHOUSE
 QF0018'AT MILLTOWN, IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE
 QF0018'HEAD WALL FOR A DOUBLE 4-FOOT PIPE CULVERT UNDER THE TRACK AND
 QF0018'OVER MOOSEHORN BROOK, 21 FEET SOUTH-SOUTHWEST OF THE CENTER OF
 QF0018'THE CROSSING OF A BLACK TOPPED ROAD, 6.0 FEET WEST OF THE WEST
 QF0018'RAIL, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.  NOTE-- ALSO
 QF0018'ABOUT 6.6 MILES SOUTH ALONG THE MAINE CENTRAL RAILROAD FROM
 QF0018'THE CUSTOMHOUSE AT MILLTOWN.
 QF0018
 QF0018                          STATION RECOVERY (1978)
 QF0018
 QF0018'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 QF0018'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0198 ***********************************************************************
 OB0198  TIDAL BM    -  This is a Tidal Bench Mark.
 OB0198  DESIGNATION -  B 97
 OB0198  PID         -  OB0198
 OB0198  STATE/COUNTY-  ME/SAGADAHOC
 OB0198  USGS QUAD   -  BATH (1980)
 OB0198
 OB0198                         *CURRENT SURVEY CONTROL
 OB0198  ___________________________________________________________________
 OB0198* NAD 83(1986)-  43 54 42.     (N)    069 49 12.     (W)     SCALED    
 OB0198* NAVD 88     -        23.997  (meters)      78.73   (feet)  ADJUSTED  
 OB0198  ___________________________________________________________________
 OB0198  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 OB0198  DYNAMIC HT  -          23.995 (meters)      78.72  (feet)  COMP
 OB0198  MODELED GRAV-     980,524.7   (mgal)                       NAVD 88
 OB0198
 OB0198  VERT ORDER  -  SECOND    CLASS 0
 OB0198
 OB0198.The horizontal coordinates were scaled from a topographic map and have
 OB0198.an estimated accuracy of +/- 6 seconds.
 OB0198
 OB0198.The orthometric height was determined by differential leveling
 OB0198.and adjusted by the National Geodetic Survey in June 1991..
 OB0198
 OB0198.This Tidal Bench Mark is designated as VM 17910
 OB0198.by the Center for Operational Oceanographic Products and Services.
 OB0198
 OB0198.The geoid height was determined by GEOID03.
 OB0198
 OB0198.The dynamic height is computed by dividing the NAVD 88
 OB0198.geopotential number by the normal gravity value computed on the
 OB0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0198.degrees latitude (g = 980.6199 gals.).
 OB0198
 OB0198.The modeled gravity was interpolated from observed gravity values.
 OB0198
 OB0198;                    North         East    Units  Estimated Accuracy
 OB0198;SPC ME W     -   119,860.      927,850.      MT  (+/- 180 meters Scaled)
 OB0198
 OB0198                          SUPERSEDED SURVEY CONTROL
 OB0198
 OB0198  NGVD 29 (??/??/92)   24.208  (m)           79.42   (f) ADJ UNCH    2 0
 OB0198
 OB0198.Superseded values are not recommended for survey control.
 OB0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0198.See file dsdata.txt to determine how the superseded data were derived.
 OB0198
 OB0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ341623(NAD 83)
 OB0198_MARKER: DB = BENCH MARK DISK
 OB0198_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OB0198_SP_SET: CONCRETE WALL
 OB0198_STAMPING: B 97 1943
 OB0198_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OB0198_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OB0198+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2006
 OB0198
 OB0198  HISTORY     - Date     Condition        Report By
 OB0198  HISTORY     - 1943     MONUMENTED       CGS
 OB0198  HISTORY     - 1983     GOOD             USPSQD
 OB0198  HISTORY     - 1988     GOOD             USPSQD
 OB0198  HISTORY     - 1988     GOOD             USPSQD
 OB0198  HISTORY     - 1990     GOOD             USPSQD
 OB0198  HISTORY     - 19910404 GOOD             USPSQD
 OB0198  HISTORY     - 20020916 MARK NOT FOUND   USPSQD
 OB0198  HISTORY     - 20060709 GOOD             GEOCAC
 OB0198
 OB0198                          STATION DESCRIPTION
 OB0198
 OB0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 OB0198'IN BATH.
 OB0198'AT BATH, SAGADAHOC COUNTY, AT THE COUNTY COURTHOUSE, IN THE TOP OF THE
 OB0198'CONCRETE WALL AROUND THE COURTHOUSE LAWN, 1.2 FEET WEST OF THE
 OB0198'SOUTHEAST CORNER, AND 2.2 FEET ABOVE THE SIDEWALK.  A STANDARD DISK,
 OB0198'STAMPED B 97 1943.
 OB0198
 OB0198                          STATION RECOVERY (1983)
 OB0198
 OB0198'RECOVERY NOTE BY US POWER SQUADRON 1983
 OB0198'RECOVERED IN GOOD CONDITION.
 OB0198
 OB0198                          STATION RECOVERY (1988)
 OB0198
 OB0198'RECOVERY NOTE BY US POWER SQUADRON 1988 (RFS)
 OB0198'RECOVERED IN GOOD CONDITION.
 OB0198
 OB0198                          STATION RECOVERY (1988)
 OB0198
 OB0198'RECOVERY NOTE BY US POWER SQUADRON 1988 (SLP)
 OB0198'RECOVERED IN GOOD CONDITION.
 OB0198
 OB0198                          STATION RECOVERY (1990)
 OB0198
 OB0198'RECOVERY NOTE BY US POWER SQUADRON 1990 (RFS)
 OB0198'RECOVERED IN GOOD CONDITION.
 OB0198
 OB0198                          STATION RECOVERY (1991)
 OB0198
 OB0198'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OB0198'RECOVERED IN GOOD CONDITION.
 OB0198
 OB0198                          STATION RECOVERY (2002)
 OB0198
 OB0198'RECOVERY NOTE BY US POWER SQUADRON 2002 (RHS)
 OB0198'MARK NOT FOUND.
 OB0198
 OB0198                          STATION RECOVERY (2006)
 OB0198
 OB0198'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 OB0198'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0158 ***********************************************************************
 OC0158  DESIGNATION -  B 98
 OC0158  PID         -  OC0158
 OC0158  STATE/COUNTY-  ME/CUMBERLAND
 OC0158  USGS QUAD   -  CAPE ELIZABETH (1975)
 OC0158
 OC0158                         *CURRENT SURVEY CONTROL
 OC0158  ___________________________________________________________________
 OC0158* NAD 83(1986)-  43 34 06.     (N)    070 14 26.     (W)     SCALED    
 OC0158* NAVD 88     -         9.115  (meters)      29.90   (feet)  ADJUSTED  
 OC0158  ___________________________________________________________________
 OC0158  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 OC0158  DYNAMIC HT  -           9.114 (meters)      29.90  (feet)  COMP
 OC0158  MODELED GRAV-     980,505.1   (mgal)                       NAVD 88
 OC0158
 OC0158  VERT ORDER  -  SECOND    CLASS 0
 OC0158
 OC0158.The horizontal coordinates were scaled from a topographic map and have
 OC0158.an estimated accuracy of +/- 6 seconds.
 OC0158
 OC0158.The orthometric height was determined by differential leveling
 OC0158.and adjusted by the National Geodetic Survey in June 1991..
 OC0158
 OC0158.The geoid height was determined by GEOID03.
 OC0158
 OC0158.The dynamic height is computed by dividing the NAVD 88
 OC0158.geopotential number by the normal gravity value computed on the
 OC0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0158.degrees latitude (g = 980.6199 gals.).
 OC0158
 OC0158.The modeled gravity was interpolated from observed gravity values.
 OC0158
 OC0158;                    North         East    Units  Estimated Accuracy
 OC0158;SPC ME W     -    81,660.      894,030.      MT  (+/- 180 meters Scaled)
 OC0158
 OC0158                          SUPERSEDED SURVEY CONTROL
 OC0158
 OC0158  NGVD 29 (??/??/92)    9.339  (m)           30.64   (f) ADJ UNCH    2 0
 OC0158
 OC0158.Superseded values are not recommended for survey control.
 OC0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0158.See file dsdata.txt to determine how the superseded data were derived.
 OC0158
 OC0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ998246(NAD 83)
 OC0158_MARKER: DB = BENCH MARK DISK
 OC0158_SETTING: 66 = SET IN ROCK OUTCROP
 OC0158_SP_SET: ROCK LEDGE
 OC0158_STAMPING: B 98 1943
 OC0158_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC0158+STABILITY: POSITION/ELEVATION WELL
 OC0158
 OC0158  HISTORY     - Date     Condition        Report By
 OC0158  HISTORY     - 1943     MONUMENTED       CGS
 OC0158
 OC0158                          STATION DESCRIPTION
 OC0158
 OC0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 OC0158'8 MI SE FROM SOUTH PORTLAND.
 OC0158'8.0 MILES SOUTHEAST ALONG STATE HIGHWAY 77 FROM SOUTH PORTLAND,
 OC0158'CUMBERLAND COUNTY, IN THE FRONT YARD OF THE SUNNY SIDE FARM ON
 OC0158'THE NORTH SIDE OF THE HIGHWAY, 117 FEET EAST OF THE SOUTHEAST
 OC0158'CORNER OF THE HOUSE (ALMOST ON RANGE WITH THE SOUTH SIDE), 28
 OC0158'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 16 FEET SOUTHEAST
 OC0158'OF THE SOUTHEAST CORNER OF A SHED, AND IN LEDGE ROCK FLUSH WITH
 OC0158'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0462 ***********************************************************************
 OC0462  DESIGNATION -  B 99
 OC0462  PID         -  OC0462
 OC0462  STATE/COUNTY-  ME/YORK
 OC0462  USGS QUAD   -  WELLS (1979)
 OC0462
 OC0462                         *CURRENT SURVEY CONTROL
 OC0462  ___________________________________________________________________
 OC0462* NAD 83(1986)-  43 15 22.     (N)    070 35 58.     (W)     SCALED    
 OC0462* NAVD 88     -        14.334  (meters)      47.03   (feet)  ADJUSTED  
 OC0462  ___________________________________________________________________
 OC0462  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 OC0462  DYNAMIC HT  -          14.332 (meters)      47.02  (feet)  COMP
 OC0462  MODELED GRAV-     980,468.5   (mgal)                       NAVD 88
 OC0462
 OC0462  VERT ORDER  -  SECOND    CLASS 0
 OC0462
 OC0462.The horizontal coordinates were scaled from a topographic map and have
 OC0462.an estimated accuracy of +/- 6 seconds.
 OC0462
 OC0462.The orthometric height was determined by differential leveling
 OC0462.and adjusted by the National Geodetic Survey in June 1991..
 OC0462
 OC0462.The geoid height was determined by GEOID03.
 OC0462
 OC0462.The dynamic height is computed by dividing the NAVD 88
 OC0462.geopotential number by the normal gravity value computed on the
 OC0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0462.degrees latitude (g = 980.6199 gals.).
 OC0462
 OC0462.The modeled gravity was interpolated from observed gravity values.
 OC0462
 OC0462;                    North         East    Units  Estimated Accuracy
 OC0462;SPC ME W     -    47,060.      864,860.      MT  (+/- 180 meters Scaled)
 OC0462
 OC0462                          SUPERSEDED SURVEY CONTROL
 OC0462
 OC0462  NGVD 29 (??/??/92)   14.561  (m)           47.77   (f) ADJ UNCH    2 0
 OC0462
 OC0462.Superseded values are not recommended for survey control.
 OC0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0462.See file dsdata.txt to determine how the superseded data were derived.
 OC0462
 OC0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH701904(NAD 83)
 OC0462_MARKER: DB = BENCH MARK DISK
 OC0462_SETTING: 66 = SET IN ROCK OUTCROP
 OC0462_SP_SET: FLAT ROCK
 OC0462_STAMPING: B 99 1943
 OC0462_MARK LOGO: CGS   
 OC0462_MAGNETIC: N = NO MAGNETIC MATERIAL
 OC0462_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC0462+STABILITY: POSITION/ELEVATION WELL
 OC0462
 OC0462  HISTORY     - Date     Condition        Report By
 OC0462  HISTORY     - 1943     MONUMENTED       CGS
 OC0462  HISTORY     - 1976     MARK NOT FOUND   NGS
 OC0462  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 OC0462  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 OC0462  HISTORY     - 19920219 GOOD             LOCENG
 OC0462
 OC0462                          STATION DESCRIPTION
 OC0462
 OC0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 OC0462'0.5 MI N FROM OGUNQUIT.
 OC0462'0.5 MILE NORTH ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 OC0462'OGUNQUIT, YORK COUNTY, 37 FEET WEST OF THE CENTERLINE OF THE
 OC0462'HIGHWAY, 27 FEET SOUTH OF A PRIVATE DRIVEWAY TO A HOUSE, 18
 OC0462'FEET SOUTHWEST OF A LARGE APPLE TREE, AND IN A LARGE FLAT ROCK
 OC0462'FLUSH WITH THE GROUND.
 OC0462
 OC0462                          STATION RECOVERY (1976)
 OC0462
 OC0462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0462'MARK NOT FOUND.
 OC0462
 OC0462                          STATION RECOVERY (1988)
 OC0462
 OC0462'RECOVERY NOTE BY US POWER SQUADRON 1988 (RSR)
 OC0462'MARK NOT FOUND.
 OC0462
 OC0462                          STATION RECOVERY (1989)
 OC0462
 OC0462'RECOVERY NOTE BY US POWER SQUADRON 1989 (RSR)
 OC0462'MARK NOT FOUND.
 OC0462
 OC0462                          STATION RECOVERY (1992)
 OC0462
 OC0462'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992 (MJB)
 OC0462'RECOVERED IN GOOD CONDITION.  NOTE--APPEARS TO HAVE BEEN A NEW POST
 OC0462'OFFICE CONSTRUCTED SINCE ORIGINAL DESCRIPTION, BUILDING ON CORNER OF
 OC0462'ROUTE 1 AND BERWICK ROAD, MAY BE THE POST OFFICE BUILDING REFERRED TO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0841 ***********************************************************************
 PD0841  DESIGNATION -  B IBC 1894
 PD0841  PID         -  PD0841
 PD0841  STATE/COUNTY-  ME/WASHINGTON
 PD0841  USGS QUAD   -  EASTPORT (1977)
 PD0841
 PD0841                         *CURRENT SURVEY CONTROL
 PD0841  ___________________________________________________________________
 PD0841* NAD 83(1996)-  44 59 14.53202(N)    067 03 18.64171(W)     ADJUSTED  
 PD0841* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 PD0841  ___________________________________________________________________
 PD0841  LAPLACE CORR-           2.21  (seconds)                    DEFLEC99
 PD0841  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 PD0841
 PD0841  HORZ ORDER  -  THIRD
 PD0841
 PD0841.The horizontal coordinates were established by classical geodetic methods
 PD0841.and adjusted by the National Geodetic Survey in March 1998..
 PD0841
 PD0841.The orthometric height was scaled from a topographic map.
 PD0841
 PD0841.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0841
 PD0841.The geoid height was determined by GEOID03.
 PD0841
 PD0841;                    North         East     Units Scale Factor Converg.
 PD0841;SPC ME E     -   147,755.729   413,933.277   MT  1.00005957   +1 01 17.5
 PD0841;UTM  19      - 4,983,387.235   653,315.431   MT  0.99988904   +1 22 30.6
 PD0841
 PD0841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0841!SPC ME E     -   1.00000343  x   1.00005957  =   1.00006300
 PD0841!UTM  19      -   1.00000343  x   0.99988904  =   0.99989246
 PD0841
 PD0841:                Primary Azimuth Mark                     Grid Az
 PD0841:SPC ME E     -  C IBC 1894                               335 00 48.8
 PD0841:UTM  19      -  C IBC 1894                               334 39 35.7
 PD0841
 PD0841|---------------------------------------------------------------------|
 PD0841| PID    Reference Object                     Distance      Geod. Az  |
 PD0841|                                                           dddmmss.s |
 PD0841| QF0663 C IBC 1894                          APPROX. 3.9 KM 3360206.3 |
 PD0841|---------------------------------------------------------------------|
 PD0841
 PD0841                          SUPERSEDED SURVEY CONTROL
 PD0841
 PD0841  NAD 83(1992)-  44 59 14.52234(N)    067 03 18.64204(W) AD(       ) 3
 PD0841  NAD 83(1986)-  44 59 14.51949(N)    067 03 18.64325(W) AD(       ) 3
 PD0841  NAD 27      -  44 59 14.24300(N)    067 03 20.70300(W) AD(       ) 3
 PD0841
 PD0841.Superseded values are not recommended for survey control.
 PD0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0841.See file dsdata.txt to determine how the superseded data were derived.
 PD0841
 PD0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5331583387(NAD 83)
 PD0841_MARKER: X = CHISELED CROSS
 PD0841_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 PD0841_SP_SET: OBJECT IMBEDDED IN GROUND
 PD0841_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0841_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PD0841
 PD0841  HISTORY     - Date     Condition        Report By
 PD0841  HISTORY     - 1894     MONUMENTED       IBC
 PD0841  HISTORY     - 1947     GOOD             IBC
 PD0841  HISTORY     - 1985     POOR             NOS
 PD0841
 PD0841                          STATION DESCRIPTION
 PD0841
 PD0841'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1894 (WFK)
 PD0841'NO PREVIOUS DESCRIPTION.
 PD0841
 PD0841                          STATION RECOVERY (1947)
 PD0841
 PD0841'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1947 (JH)
 PD0841'THE STATION IS ON GLACIER POINT, 5 FEET BACK FROM THE TOP OF THE
 PD0841'BANK, IN THE EDGE OF BRUSH, AND IS 36.11 FEET FROM---B-SUB---.
 PD0841'
 PD0841'STATION MARK IS A 2-INCH CROSS CUT IN THE TOP OF A TRIANGULAR
 PD0841'FLAT TOPPED STONE 9 INCHES BY 6 INCHES AT WEST END AND CORNER TO A
 PD0841'ROUNDED POINT AT THE EAST END.  THE STONE IS OVER 6 INCHES DEEP AND
 PD0841'IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 PD0841
 PD0841                          STATION RECOVERY (1985)
 PD0841
 PD0841'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1985 (WVH)
 PD0841'THE STATION WAS RECOVERED AT THIS DATE.
 PD0841'IT WAS FOUND TO BE LOOSE IN THE GROUND AT THIS TIME.
 PD0841'
 PD0841'DESCRIBED BY G.E.L.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1142 ***********************************************************************
 QF1142  DESIGNATION -  B IBC 1910
 QF1142  PID         -  QF1142
 QF1142  STATE/COUNTY-  ME/WASHINGTON
 QF1142  USGS QUAD   -  KELLEYLAND (1988)
 QF1142
 QF1142                         *CURRENT SURVEY CONTROL
 QF1142  ___________________________________________________________________
 QF1142* NAD 83(1996)-  45 22 09.22048(N)    067 25 55.82134(W)     ADJUSTED  
 QF1142* NAVD 88     -        64.     (meters)     210.     (feet)  SCALED    
 QF1142  ___________________________________________________________________
 QF1142  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 QF1142  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 QF1142
 QF1142  HORZ ORDER  -  THIRD
 QF1142
 QF1142.The horizontal coordinates were established by classical geodetic methods
 QF1142.and adjusted by the National Geodetic Survey in March 1998..
 QF1142
 QF1142.The orthometric height was scaled from a topographic map.
 QF1142
 QF1142.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1142
 QF1142.The geoid height was determined by GEOID03.
 QF1142
 QF1142;                    North         East     Units Scale Factor Converg.
 QF1142;SPC ME E     -   189,728.424   383,643.886   MT  0.99998599   +0 45 35.9
 QF1142;UTM  19      - 5,025,163.818   622,772.397   MT  0.99978533   +1 06 57.2
 QF1142
 QF1142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1142!SPC ME E     -   0.99999370  x   0.99998599  =   0.99997969
 QF1142!UTM  19      -   0.99999370  x   0.99978533  =   0.99977903
 QF1142
 QF1142                          SUPERSEDED SURVEY CONTROL
 QF1142
 QF1142  NAD 83(1992)-  45 22 09.21823(N)    067 25 55.82063(W) AD(       ) 3
 QF1142  NAD 83(1986)-  45 22 09.22213(N)    067 25 55.82854(W) AD(       ) 3
 QF1142  NAD 27      -  45 22 08.96400(N)    067 25 57.81300(W) AD(       ) 3
 QF1142
 QF1142.Superseded values are not recommended for survey control.
 QF1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1142.See file dsdata.txt to determine how the superseded data were derived.
 QF1142
 QF1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2277225164(NAD 83)
 QF1142_MARKER: X = CHISELED CROSS
 QF1142_SETTING: 80 = SET IN A BOULDER
 QF1142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1142+STABILITY: SURFACE MOTION
 QF1142
 QF1142  HISTORY     - Date     Condition        Report By
 QF1142  HISTORY     - 1910     MONUMENTED       IBC
 QF1142
 QF1142                          STATION DESCRIPTION
 QF1142
 QF1142'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (AJB)
 QF1142'ON THE W SIDE OF THE ST CROIX RIVER, ABOUT 350 FEET DOWNSTREAM FROM
 QF1142'THE FIRST ISLAND BELOW THE LOWER ISLAND IN DOG FALLS.
 QF1142'
 QF1142'STATION MARK IS THE CENTER OF A CROSS CUT IN A ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0842 ***********************************************************************
 PD0842  DESIGNATION -  B SUB
 PD0842  PID         -  PD0842
 PD0842  STATE/COUNTY-  ME/WASHINGTON
 PD0842  USGS QUAD   -  EASTPORT (1977)
 PD0842
 PD0842                         *CURRENT SURVEY CONTROL
 PD0842  ___________________________________________________________________
 PD0842* NAD 83(1996)-  44 59 14.79389(N)    067 03 18.30073(W)     ADJUSTED  
 PD0842* NAVD 88     -         4.2    (meters)      14.     (feet)  VERTCON   
 PD0842  ___________________________________________________________________
 PD0842  LAPLACE CORR-           2.21  (seconds)                    DEFLEC99
 PD0842  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 PD0842
 PD0842  HORZ ORDER  -  THIRD
 PD0842
 PD0842.The horizontal coordinates were established by classical geodetic methods
 PD0842.and adjusted by the National Geodetic Survey in March 1998..
 PD0842
 PD0842.The NAVD 88 height was computed by applying the VERTCON shift value to
 PD0842.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PD0842
 PD0842.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0842
 PD0842.The geoid height was determined by GEOID03.
 PD0842
 PD0842;                    North         East     Units Scale Factor Converg.
 PD0842;SPC ME E     -   147,763.945   413,940.602   MT  1.00005959   +1 01 17.7
 PD0842;UTM  19      - 4,983,395.495   653,322.704   MT  0.99988906   +1 22 30.8
 PD0842
 PD0842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0842!SPC ME E     -   1.00000289  x   1.00005959  =   1.00006248
 PD0842!UTM  19      -   1.00000289  x   0.99988906  =   0.99989195
 PD0842
 PD0842|---------------------------------------------------------------------|
 PD0842| PID    Reference Object                     Distance      Geod. Az  |
 PD0842|                                                           dddmmss.s |
 PD0842| CE7749 B SUB RM 1                            6.620 METERS 21430     |
 PD0842| PD0841 B IBC 1894                           11.007 METERS 22244     |
 PD0842| CE7750 B SUB RM 2                            5.060 METERS 27143     |
 PD0842| QF0653 C SUB                               APPROX. 3.9 KM 3355909.3 |
 PD0842|---------------------------------------------------------------------|
 PD0842
 PD0842                          SUPERSEDED SURVEY CONTROL
 PD0842
 PD0842  NAD 83(1992)-  44 59 14.78421(N)    067 03 18.30106(W) AD(       ) 3
 PD0842  NAD 83(1986)-  44 59 14.78137(N)    067 03 18.30223(W) AD(       ) 3
 PD0842  NAD 27      -  44 59 14.50500(N)    067 03 20.36100(W) AD(       ) 3
 PD0842  NGVD 29 (09/20/87)    4.4    (m)           14.     (f) VERT ANG       
 PD0842
 PD0842.Superseded values are not recommended for survey control.
 PD0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0842.See file dsdata.txt to determine how the superseded data were derived.
 PD0842
 PD0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5332383395(NAD 83)
 PD0842_MARKER: H = DRILL HOLE
 PD0842_SETTING: 66 = SET IN ROCK OUTCROP
 PD0842_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 PD0842_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0842_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0842+STABILITY: POSITION/ELEVATION WELL
 PD0842
 PD0842  HISTORY     - Date     Condition        Report By
 PD0842  HISTORY     - 1894     MONUMENTED       IBC
 PD0842  HISTORY     - 1946     GOOD             IBC
 PD0842  HISTORY     - 1985     GOOD             NOS
 PD0842
 PD0842                          STATION DESCRIPTION
 PD0842
 PD0842'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 PD0842'ON A POINT LOCALLY KNOWN AS GLACIER POINT, ON THE W SIDE OF
 PD0842'PASSAMAQUODDY BAY, ON THE LOWER SIDE OF FROST COVE, AND ON THE
 PD0842'SECOND PROMINENT POINT ABOVE PLEASANT POINT.  THE STATION IS ABOUT
 PD0842'THE CENTER OF THE POINT, 6 FEET INSIDE THE NORMAL HIGHTIDE LINE, 20
 PD0842'FEET OUTSIDE AND 4 FEET BELOW THE HIGH, GRASSCOVERED BANK, ABOUT 18
 PD0842'FEET FROM THE EDGE OF THE LEDGE, BOTH N AND S.  PROBABLY REFERENCE
 PD0842'FOR DR KINGS STATION---B---.
 PD0842'
 PD0842'STATION MARK IS A 5/16 - INCH COPPER BOLT SET IN WHITE CONCRETE OR
 PD0842'SULPHUR IN A DRILL HOLE IN THE LEDGE AND PROJECTS ABOUT 3/4 INCH.
 PD0842'THE REFERENCES ARE DRILL HOLES IN THE LEDGE.  RM 1 IS SE, 1 FOOT
 PD0842'OUTSIDE THE FOOT OF THE EARTHEN BANK, AND 8 FEET FROM THE DROP OFF
 PD0842'ON THE SOUTHERN SIDE OF THE LEDGE.  RM 2 IS SW, 3 FEET OUTSIDE THE
 PD0842'EARTHEN BANK, 2 FEET LOWER THAN THE STATION, AND 6 FEET FROM THE N
 PD0842'EDGE OF THE LEDGE.
 PD0842
 PD0842                          STATION RECOVERY (1985)
 PD0842
 PD0842'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1985 (WVH)
 PD0842'THE STATION WAS RECOVERED AT THIS DATE.
 PD0842'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED.
 PD0842'THE TAPED DISTANCES AGREED VERY WELL.  NOTE THE REFERENCE MARK
 PD0842'DRILL HOLES ARE SMALLER IN DIAMETER AND MORE WORN THAN THAN
 PD0842'THE SEVERAL NEW DRILL HOLES NEAR THE STATION.  NEARBY IS STATION B
 PD0842'IBC 1894 WAS FOUND BUT THE ROCK IS VERY LOOSE IN THE GROUND.
 PD0842'
 PD0842'HEIGHT OF LIGHT SHOWN WAS 1.3 METERS ABOVE THE MARK.
 PD0842'
 PD0842'DESCRIBED BY G.E.L.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2505 ***********************************************************************
 PE2505  DESIGNATION -  B17 MEDOT 1975
 PE2505  PID         -  PE2505
 PE2505  STATE/COUNTY-  ME/KENNEBEC
 PE2505  USGS QUAD   -  HINCKLEY (1982)
 PE2505
 PE2505                         *CURRENT SURVEY CONTROL
 PE2505  ___________________________________________________________________
 PE2505* NAD 83(1996)-  44 41 53.00471(N)    069 37 50.25958(W)     ADJUSTED  
 PE2505* NAVD 88     -        39.0    (meters)     128.     (feet)  VERTCON   
 PE2505  ___________________________________________________________________
 PE2505  LAPLACE CORR-           4.40  (seconds)                    DEFLEC99
 PE2505  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 PE2505
 PE2505  HORZ ORDER  -  SECOND
 PE2505
 PE2505.The horizontal coordinates were established by classical geodetic methods
 PE2505.and adjusted by the National Geodetic Survey in March 1998..
 PE2505
 PE2505.The NAVD 88 height was computed by applying the VERTCON shift value to
 PE2505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PE2505
 PE2505.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2505
 PE2505.The geoid height was determined by GEOID03.
 PE2505
 PE2505;                    North         East     Units Scale Factor Converg.
 PE2505;SPC ME W     -   207,317.975   942,484.963   MT  0.99998885   +0 22 37.3
 PE2505;UTM  19      - 4,949,602.640   450,036.527   MT  0.99963070   -0 26 36.9
 PE2505
 PE2505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2505!SPC ME W     -   0.99999794  x   0.99998885  =   0.99998679
 PE2505!UTM  19      -   0.99999794  x   0.99963070  =   0.99962864
 PE2505
 PE2505:                Primary Azimuth Mark                     Grid Az
 PE2505:SPC ME W     -  BIGELOW                                  282 05 22.0
 PE2505:UTM  19      -  BIGELOW                                  282 54 36.2
 PE2505
 PE2505|---------------------------------------------------------------------|
 PE2505| PID    Reference Object                     Distance      Geod. Az  |
 PE2505|                                                           dddmmss.s |
 PE2505| PE2503 BIGELOW                             APPROX. 7.8 KM 2822759.3 |
 PE2505| PE2506 B17 PT A                             13.171 METERS 32750     |
 PE2505|---------------------------------------------------------------------|
 PE2505
 PE2505                          SUPERSEDED SURVEY CONTROL
 PE2505
 PE2505  NAD 83(1992)-  44 41 53.00326(N)    069 37 50.25530(W) AD(       ) 2
 PE2505  NAD 83(1986)-  44 41 53.00834(N)    069 37 50.26288(W) AD(       ) 2
 PE2505  NAD 27      -  44 41 52.78091(N)    069 37 52.09478(W) AD(       ) 2
 PE2505  NGVD 29 (07/19/86)   39.2    (m)          129.     (f) VERT ANG       
 PE2505
 PE2505.Superseded values are not recommended for survey control.
 PE2505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2505.See file dsdata.txt to determine how the superseded data were derived.
 PE2505
 PE2505_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK5003749603(NAD 83)
 PE2505_MARKER: I = METAL ROD
 PE2505_SETTING: 0 = UNSPECIFIED SETTING
 PE2505_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE2505
 PE2505  HISTORY     - Date     Condition        Report By
 PE2505  HISTORY     - 1974     MONUMENTED       MEDT
 PE2505
 PE2505                          STATION DESCRIPTION
 PE2505
 PE2505'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974 (RCA)
 PE2505'THE STATION IS LOCATED ON OR ABOUT THE KENNEBEC-SOMERSET COUNTY
 PE2505'LINE, ABOUT 1.0 MILE NORTH OF HINCKLEY ALONG THE EAST BANK OF THE
 PE2505'KENNEBEC RIVER AND ON HIGHWAY PROPERTY.
 PE2505'
 PE2505'TO REACH THE STATION FROM THE POST OFFICE IN HINCKLEY, GO NORTH
 PE2505'ON U.S. HIGHWAY 201 FOR 0.05 MILE TO THE JUNCTION OF STATE HIGHWAY
 PE2505'23, TURN RIGHT AND GO EAST ON STATE HIGHWAY 23 CROSSING OVER THE
 PE2505'KENNEBEC RIVER FOR 0.25 MILE TO A CROSSROAD, TURN LEFT AND GO
 PE2505'NORTH ON RIVER ROAD FOR 0.8 MILE TO A GRAVELED DRIVEWAY RIGHT AND
 PE2505'THE STATION ON THE LEFT.
 PE2505'
 PE2505'THE STATION MARK IS AN INCH COPPER ROD DRIVEN IN A 4-INCH SOIL
 PE2505'PIPE FILLED WITH GRAVEL AND PROJECTS ABOUT 4-INCHES ABOVE THE
 PE2505'GROUND SURFACE.  THE TOP OF THE ROD IS STAMPED B-17 4-9-70.  IT IS
 PE2505'91.3 FEET SOUTHWEST OF A 14-INCH ELM TREE, 81.1 FEET WEST OF AN
 PE2505'8-INCH ELM TREE, 76.2 FEET SOUTH OF A POWER POLE NUMBER 28, 34.0
 PE2505'FEET WEST OF THE CENTER LINE OF RIVER ROAD AND ABOUT 4 FEET
 PE2505'LOWER THAN THE HIGHWAY.
 PE2505'
 PE2505'NO AZIMUTH OR REFERENCE MARKS ESTABLISHED AT THIS STATION.
 PE2505'
 PE2505'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB2643 ***********************************************************************
 AB2643  SACS        -  This is a Secondary Airport Control Station.
 AB2643  DESIGNATION -  B19 A
 AB2643  PID         -  AB2643
 AB2643  STATE/COUNTY-  ME/YORK
 AB2643  USGS QUAD   -  BIDDEFORD (1975)
 AB2643
 AB2643                         *CURRENT SURVEY CONTROL
 AB2643  ___________________________________________________________________
 AB2643* NAD 83(1996)-  43 28 04.47256(N)    070 28 06.88210(W)     ADJUSTED  
 AB2643* NAVD 88     -        48.21   (meters)     158.2    (feet)  GPS OBS   
 AB2643  ___________________________________________________________________
 AB2643  X           -   1,550,045.905 (meters)                     COMP
 AB2643  Y           -  -4,369,577.529 (meters)                     COMP
 AB2643  Z           -   4,365,389.899 (meters)                     COMP
 AB2643  LAPLACE CORR-           3.96  (seconds)                    DEFLEC99
 AB2643  ELLIP HEIGHT-          21.88  (meters)          (01/07/02) GPS OBS
 AB2643  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 AB2643
 AB2643  HORZ ORDER  -  FIRST
 AB2643  ELLP ORDER  -  FIFTH     CLASS I
 AB2643
 AB2643.This mark is at Biddeford Airport (B19)
 AB2643
 AB2643.The horizontal coordinates were established by GPS observations
 AB2643.and adjusted by the National Geodetic Survey in July 1997..
 AB2643
 AB2643.The orthometric height was determined by GPS observations and a
 AB2643.high-resolution geoid model.
 AB2643
 AB2643.GPS derived orthometric heights for airport stations designated as
 AB2643.PACS or SACS are published to 2 decimal places.  This maintains
 AB2643.centimeter relative accuracy between the PACS and SACS.  It does
 AB2643.not indicate centimeter accuracy relative to other marks which are
 AB2643.part of the NAVD 88 network.
 AB2643
 AB2643.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2643
 AB2643.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2643
 AB2643.The ellipsoidal height was determined by GPS observations
 AB2643.and is referenced to NAD 83.
 AB2643
 AB2643.The geoid height was determined by GEOID03.
 AB2643
 AB2643;                    North         East     Units Scale Factor Converg.
 AB2643;SPC ME W     -    70,540.545   875,570.265   MT  0.99997400   -0 12 27.7
 AB2643;UTM  19      - 4,813,824.871   381,210.189   MT  0.99977357   -1 00 37.5
 AB2643
 AB2643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2643!SPC ME W     -   0.99999657  x   0.99997400  =   0.99997057
 AB2643!UTM  19      -   0.99999657  x   0.99977357  =   0.99977014
 AB2643
 AB2643                          SUPERSEDED SURVEY CONTROL
 AB2643
 AB2643  ELLIP H (07/24/97)   21.85   (m)                       GP(       ) 1 1
 AB2643  NAD 83(1992)-  43 28 04.47274(N)    070 28 06.88103(W) AD(1995.00) 1
 AB2643  ELLIP H (04/19/96)   21.86   (m)                       GP(1995.00) 3 1
 AB2643
 AB2643.Superseded values are not recommended for survey control.
 AB2643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2643.See file dsdata.txt to determine how the superseded data were derived.
 AB2643
 AB2643_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ8121013825(NAD 83)
 AB2643_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2643_SETTING: 66 = SET IN ROCK OUTCROP
 AB2643_STAMPING: B19 A 1995
 AB2643_MARK LOGO: NGS   
 AB2643_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2643_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB2643+STABILITY: POSITION/ELEVATION WELL
 AB2643_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2643+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1996
 AB2643
 AB2643  HISTORY     - Date     Condition        Report By
 AB2643  HISTORY     - 1995     MONUMENTED       NGS
 AB2643  HISTORY     - 19960701 GOOD             NGS
 AB2643
 AB2643                          STATION DESCRIPTION
 AB2643
 AB2643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CS)
 AB2643'THE STATION IS LOCATED ABOUT 2.1 KM (1.30 MI) SOUTH OF THE JUNCTION OF
 AB2643'U.S.  HWY 1 AND STATE HWY 111 IN BIDDEFORD, 1.3 KM (0.80 MI) NORTHEAST
 AB2643'OF THE BIDDEFORD CITY LIMITS, AT THE BIDDEFORD MUNICIPAL AIRPORT.
 AB2643'OWNERSHIP--CITY OF BIDDEFORD, CHARLIE JONES, AIRPORT MANAGER, PHONE
 AB2643'(207) 286-1880  TO REACH THE STATION FROM THE JUNCTION OF U.S.  HWY 1
 AB2643'AND STATE HWY 111 WHICH IS ABOUT 2.7 KM (1.65 MI) EAST-NORTHEAST OF
 AB2643'EXIT 4 OF THE MAINE TURNPIKE, GO SOUTHWEST FOR 1.4 KM (0.85 MI) ON HWY
 AB2643'1 TO THE ENTRANCE TO ST.  MARYS CEMETARY ON THE LEFT.  CONTINUE AHEAD
 AB2643'FOR 0.3 KM (0.20 MI) ON HWY 1 TO A PAVED STREET LEFT.  TURN LEFT AND
 AB2643'GO SOUTHEAST 0.5 KM (0.30 MI) ON CARVER STREET TO A T-JUNCTION.  TURN
 AB2643'LEFT AND GO NORTHEAST AND SOUTHEAST FOR 0.6 KM (0.35 MI) ON A PAVED
 AB2643'ROAD TO THE AIRPORT ENTRANCE GATE.  PROCEED SOUTHEAST 0.16 KM (0.10
 AB2643'MI) ACROSS APRON TO RUNWAY 6-24.  FOLLOW ALONG NORTHWEST SIDE OF
 AB2643'RUNWAY NORTHEAST ABOUT 0.40 KM (0.25 MI) TO STATION LOCATED PAST END
 AB2643'OF RUNWAY IN BOULDER  THE STATION IS A STANDARD NGS DISK SET FLUSH IN
 AB2643'TOP OF A BOULDER WHICH IS 0.5 M (1.6 FT) ABOVE NATURAL GROUND.  THE
 AB2643'STATION IS LOCATED ON TOP OF CUT SLOPE IN LINE WITH NORTH SIDE OF
 AB2643'RUNWAY, 70.25 M (230.48 FT) NORTH OF THE NORTHERNMOST RUNWAY END
 AB2643'INDICATOR LIGHT (REIL) , 75.2 M (246.7 FT) NORTH OF CENTERLINE END OF
 AB2643'RUNWAY, 83.4 M (273.6 FT) NORTH OF THE SOUTHERNMOST REIL, 32.5 M
 AB2643'(106.6 FT) SOUTH OF HIGHEST BOULDER IN OUTCROPPINGS, AND +/- 500 M
 AB2643'(1640.4 FT) SOUTHWEST OF A WHITE HOUSE AT END OF AIRPORT IN
 AB2643'TAKEOFF/LANDING PATH  THIS STATION IS DESIGNATED AS A SECONDARY
 AB2643'AIRPORT CONTROL STATION (SACS) - MAINE ANA SURVEYS 1995
 AB2643
 AB2643                          STATION RECOVERY (1996)
 AB2643
 AB2643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (WCW)
 AB2643'THE STATION IS LOCATED ABOUT 2.1 KM (1.30 MI) SOUTH OF THE JUNCTION OF
 AB2643'U.S.  HWY 1 AND STATE HWY 111 IN BIDDEFORD, ABOUT 2.4 KM (1.50 MI)
 AB2643'EAST OF INTERSTATE 95 EXIT 4, ABOUT 1.3 KM (0.80 MI) NORTHEAST OF THE
 AB2643'BIDDEFORD CITY LIMITS, AT THE BIDDEFORD MUNICIPAL AIRPORT.
 AB2643'OWNERSHIP--CITY OF BIDDEFORD, AIRPORT MANAGER GEORGE MONTEITH,
 AB2643'BIDDEFORD MUNICIPAL AIRPORT, 88 LANDRY STREET, BIDDEFORD ME, PHONE
 AB2643'207-283-2902.  ALSO FBO OWNER DAVE CARTER PHONE 207-286-1880. TO REACH
 AB2643'THE STATION FROM THE JUNCTION OF U.S.  HWY 1 AND STATE HWY 111, GO
 AB2643'SOUTHWEST ON STATE HWY 111 (ALFRED STREET) FOR 2.1 KM (1.30 MI) TO THE
 AB2643'TOLL HOUSE AT EXIT 4 FOR INTERSTATE 95 ON RIGHT AND THE BIDDEFORD
 AB2643'TURNPIKE CONNECTOR TO U.S.  HWY 1 ON LEFT.  TURN LEFT AND GO SOUTHEAST
 AB2643'FOR 2.1 KM (1.30 MI) TO U.S.  HWY 1 (ELM STREET) . CONTINUE AHEAD AND
 AB2643'GO SOUTHEASTERLY FOR 0.5 KM (0.30 MI) ON PRECOURT STREET TO LANDRY
 AB2643'STREET.  TURN LEFT AND GO NORTHEAST FOR 0.8 KM (0.50 MI) TO THE
 AB2643'AIRPORT GATE AND THE AIRPORT OFFICE ON RIGHT.  PASS THROUGH THE GATE
 AB2643'AND GO SOUTHEAST FOR 0.16 KM (0.10 MI) TO RUNWAY 6-24.  TURN LEFT AND
 AB2643'GO EAST-NORTHEAST FOR 0.4 KM (0.25 MI) TO THE STATION ON LEFT AT THE
 AB2643'TOP OF A CUT BANK WHICH PARALLELS THE RUNWAY. THE STATION IS 41.3 M
 AB2643'(135.5 FT) NORTH-NORTHWEST OF THE EXTENDED RUNWAY CENTER, 63.2 M
 AB2643'(207.3 FT) EAST-NORTHEAST OF THE EXTENDED RUNWAY END, AND 75.5 M
 AB2643'(247.7 FT) NORTHEAST OF THE CENTER END RUNWAY AT APPROACH 24.  DESC BY
 AB2643'WCW-1996 NOTE--THIS IS A SECONDARY AIRPORT CONTROL STATION (SACS) .
 AB2643'NOTE--SET BY JA CHANCE AND ASSOC, CONTRACTOR FOR NGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB2644 ***********************************************************************
 AB2644  SACS        -  This is a Secondary Airport Control Station.
 AB2644  DESIGNATION -  B19 B
 AB2644  PID         -  AB2644
 AB2644  STATE/COUNTY-  ME/YORK
 AB2644  USGS QUAD   -  BIDDEFORD (1975)
 AB2644
 AB2644                         *CURRENT SURVEY CONTROL
 AB2644  ___________________________________________________________________
 AB2644* NAD 83(1996)-  43 27 37.80646(N)    070 28 33.46562(W)     ADJUSTED  
 AB2644* NAVD 88     -        43.34   (meters)     142.2    (feet)  GPS OBS   
 AB2644  ___________________________________________________________________
 AB2644  X           -   1,549,670.752 (meters)                     COMP
 AB2644  Y           -  -4,370,307.490 (meters)                     COMP
 AB2644  Z           -   4,364,789.233 (meters)                     COMP
 AB2644  LAPLACE CORR-           3.97  (seconds)                    DEFLEC99
 AB2644  ELLIP HEIGHT-          17.00  (meters)          (01/07/02) GPS OBS
 AB2644  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 AB2644
 AB2644  HORZ ORDER  -  FIRST
 AB2644  ELLP ORDER  -  FIFTH     CLASS I
 AB2644
 AB2644.This mark is at Biddeford Airport (B19)
 AB2644
 AB2644.The horizontal coordinates were established by GPS observations
 AB2644.and adjusted by the National Geodetic Survey in July 1997..
 AB2644
 AB2644.The orthometric height was determined by GPS observations and a
 AB2644.high-resolution geoid model.
 AB2644
 AB2644.GPS derived orthometric heights for airport stations designated as
 AB2644.PACS or SACS are published to 2 decimal places.  This maintains
 AB2644.centimeter relative accuracy between the PACS and SACS.  It does
 AB2644.not indicate centimeter accuracy relative to other marks which are
 AB2644.part of the NAVD 88 network.
 AB2644
 AB2644.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2644
 AB2644.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2644
 AB2644.The ellipsoidal height was determined by GPS observations
 AB2644.and is referenced to NAD 83.
 AB2644
 AB2644.The geoid height was determined by GEOID03.
 AB2644
 AB2644;                    North         East     Units Scale Factor Converg.
 AB2644;SPC ME W     -    69,719.805   874,969.693   MT  0.99997437   -0 12 45.9
 AB2644;UTM  19      - 4,813,012.787   380,598.301   MT  0.99977537   -1 00 55.3
 AB2644
 AB2644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2644!SPC ME W     -   0.99999733  x   0.99997437  =   0.99997170
 AB2644!UTM  19      -   0.99999733  x   0.99977537  =   0.99977270
 AB2644
 AB2644:                Primary Azimuth Mark                     Grid Az
 AB2644:SPC ME W     -  S 161                                    022 21 24.9
 AB2644:UTM  19      -  S 161                                    023 09 34.3
 AB2644
 AB2644|---------------------------------------------------------------------|
 AB2644| PID    Reference Object                     Distance      Geod. Az  |
 AB2644|                                                           dddmmss.s |
 AB2644| OC0229 S 161                               482.131 METERS 0220839.0 |
 AB2644|---------------------------------------------------------------------|
 AB2644
 AB2644                          SUPERSEDED SURVEY CONTROL
 AB2644
 AB2644  ELLIP H (07/24/97)   16.97   (m)                       GP(       ) 1 1
 AB2644  NAD 83(1992)-  43 27 37.80664(N)    070 28 33.46454(W) AD(1995.00) 1
 AB2644  ELLIP H (04/19/96)   16.98   (m)                       GP(1995.00) 3 1
 AB2644
 AB2644.Superseded values are not recommended for survey control.
 AB2644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2644.See file dsdata.txt to determine how the superseded data were derived.
 AB2644
 AB2644_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ8059813013(NAD 83)
 AB2644_MARKER: I = METAL ROD
 AB2644_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AB2644+WITH SETTING: INFORMATION.
 AB2644_STAMPING: B19 B 1995
 AB2644_MARK LOGO: NGS   
 AB2644_PROJECTION: FLUSH
 AB2644_MAGNETIC: I = MARKER IS A STEEL ROD
 AB2644_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB2644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2644+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1996
 AB2644_ROD/PIPE-DEPTH: 1.0  meters
 AB2644
 AB2644  HISTORY     - Date     Condition        Report By
 AB2644  HISTORY     - 1995     MONUMENTED       NGS
 AB2644  HISTORY     - 19960701 GOOD             NGS
 AB2644
 AB2644                          STATION DESCRIPTION
 AB2644
 AB2644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (MFY)
 AB2644'THE STATION IS LOCATED ABOUT 2.1 KM (1.30 MI) SOUTH OF THE JUNCTION OF
 AB2644'U.S.  HIGHWAY 1 AND STATE HIGHWAY 111 IN BIDDEFORD, AT THE BIDDEFORD
 AB2644'MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF BIDDEFORD, CHARLIE JONES -
 AB2644'AIRPORT MANAGER, PHONE 207-286-1880  TO REACH THE STATION FROM THE
 AB2644'JUNCTION OF U.S.  HIGHWAY 1 AND STATE HIGHWAY 111, GO SOUTHWEST ON
 AB2644'U.S.  HIGHWAY 1 FOR 1.4 KM (0.85 MI) TO THE ENTRANCE TO THE ST.  MARYS
 AB2644'CEMETERY ON THE LEFT.  CONTINUE AHEAD ON THE HIGHWAY FOR 0.3 KM (0.20
 AB2644'MI) TO A PAVED STREET ON THE LEFT, TURN LEFT AND GO SOUTHEAST ON
 AB2644'CARVER STREET FOR 0.5 KM (0.30 MI) TO A T-ROAD.  TURN LEFT AND GO
 AB2644'NORTHEAST AND SOUTHEAST ON A PAVED ROAD FOR 0.6 KM (0.35 MI) TO THE
 AB2644'AIRPORT ENTRANCE GATE.  CONTINUE THROUGH GATE AND PROCEED
 AB2644'SOUTHWESTERLY FOR 0.45 KM (0.25 MI) TO END OF RUNWAY 6-24 AND STATION
 AB2644'ON SOUTH SIDE OF RUNWAY  THE STATION IS THE CENTER OF A 5 CM (2 IN)
 AB2644'SURVEY DISK SET INTO THE TOP OF A 1 M (3.3 FT) LONG FENO PIPE,
 AB2644'RECESSED 20 CM BELOW GROUND LEVEL AND ENCASED IN A 12.7 CM DIA PVC
 AB2644'PIPE WITH A NGS LOGO CAP SURROUNDED BY CONCRETE.  THE LOGO CAP AND
 AB2644'CONCRETE ARE SET FLUSH WITH THE GROUND.  THREE CIRCULAR ANCHOR PRONGS
 AB2644'EXTEND FROM THE BOTTOM OF THE PIPE.  THE STATION IS LOCATED 54.35 M
 AB2644'(178.31 FT) SOUTH FROM THE CENTERLINE AT THE SOUTHWEST END OF RUNWAY
 AB2644'6-24, 33.85 M (111.06 FT) SOUTHWEST FROM THE SOUTHERN RUNWAY END
 AB2644'INDICATOR LIGHT (REIL) , 46.75 M (153.38 FT) SOUTH FROM THE
 AB2644'NORTHERNMOST THRESHOLD LIGHT ON THE SOUTH SIDE OF RUNWAY 6-24, 66.35 M
 AB2644'(217.68 FT) SOUTH-SOUTHEAST FROM SOUTHERN MOST THRESHOLD LIGHT ON THE
 AB2644'NORTH SIDE OF RUNWAY 6-24, AND ABOUT 3 M (9.8 FT) NORTHEAST OF THE
 AB2644'EDGE OF THE MOWED GRASS  THE STATION IS DESIGNATED AS A SECONDARY
 AB2644'AIRPORT CONTROL STATION (SACS) - MAINE ANA SURVEYS 1995
 AB2644
 AB2644                          STATION RECOVERY (1996)
 AB2644
 AB2644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (WCW)
 AB2644'THE STATION IS LOCATED ABOUT 2.1 KM (1.30 MI) SOUTH OF THE JUNCTION OF
 AB2644'U.S.  HWY 1 AND STATE HWY 111 IN BIDDEFORD, ABOUT 2.4 KM (1.50 MI)
 AB2644'EAST OF INTERSTATE 95 EXIT 4, ABOUT 1.3 KM (0.80 MI) NORTHEAST OF THE
 AB2644'BIDDEFORD CITY LIMITS, AT THE BIDDEFORD MUNICIPAL AIRPORT.
 AB2644'OWNERSHIP--CITY OF BIDDEFORD, AIRPORT MANAGER GEORGE MONTEITH,
 AB2644'BIDDEFORD MUNICIPAL AIRPORT, 88 LANDRY STREET, BIDDEFORD ME, PHONE
 AB2644'207-283-2902.  ALSO FBO OWNER DAVE CARTER PHONE 207-286-1880. TO REACH
 AB2644'THE STATION FROM THE JUNCTION OF U.S.  HWY 1 AND STATE HWY 111, GO
 AB2644'SOUTHWEST ON STATE HWY 111 (ALFRED STREET) FOR 2.1 KM (1.30 MI) TO THE
 AB2644'TOLL HOUSE AT EXIT 4 FOR INTERSTATE 95 ON RIGHT AND THE BIDDEFORD
 AB2644'TURNPIKE CONNECTOR ON LEFT.  TURN LEFT AND GO SOUTHEAST FOR 2.1 KM
 AB2644'(1.30 MI) TO U.S.  HWY 1 (ELM STREET) .  CONTINUE AHEAD AND GO
 AB2644'SOUTHEASTERLY FOR 0.5 KM (0.30 MI) ON PRECOURT STREET TO LANDRY
 AB2644'STREET.  TURN LEFT AND GO NORTHEAST FOR 0.8 KM (0.50 MI) TO THE
 AB2644'AIRPORT GATE AND THE AIRPORT OFFICE ON RIGHT.  PASS THROUGH THE GATE
 AB2644'AND GO SOUTH-SOUTHEAST FOR 0.16 KM (0.10 MI) TO RUNWAY 6-24. TURN
 AB2644'RIGHT AND GO WEST-SOUTHWEST FOR 0.4 KM (0.25 MI) TO THE STATION ON
 AB2644'LEFT. THE STATION IS THE CENTER PUNCH ON A BRASS DISK SET ON A FENO
 AB2644'ROD LOCATED 42.5 M (139.4 FT) SOUTH-SOUTHEAST OF THE EXTENDED RUNWAY
 AB2644'CENTER, 33.8 M (110.9 FT) WEST-SOUTHWEST OF THE EXTENDED RUNWAY END,
 AB2644'AND 54.3 M (178.1 FT) SOUTHWEST OF THE CENTER END RUNWAY AT APPROACH
 AB2644'6.  THE STATION IS 1.3 M (4.3 FT) BELOW THE CENTER END RUNWAY AT
 AB2644'APPROACH 6.  DESC BY WCW-1996. NOTE--THIS IS A SECONDARY AIRPORT
 AB2644'CONTROL STATION (SACS) . NOTE--SET BY JA CHANCE AND ASSOC, CONTRACTOR
 AB2644'FOR NGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB2652 ***********************************************************************
 AB2652  PACS        -  This is a Primary Airport Control Station.
 AB2652  DESIGNATION -  B20 A
 AB2652  PID         -  AB2652
 AB2652  STATE/COUNTY-  ME/OXFORD
 AB2652  USGS QUAD   -  BROWNFIELD (1983)
 AB2652
 AB2652                         *CURRENT SURVEY CONTROL
 AB2652  ___________________________________________________________________
 AB2652* NAD 83(1996)-  43 59 16.18337(N)    070 56 27.47290(W)     ADJUSTED  
 AB2652* NAVD 88     -       127.29   (meters)     417.6    (feet)  GPS OBS   
 AB2652  ___________________________________________________________________
 AB2652  X           -   1,500,947.197 (meters)                     COMP
 AB2652  Y           -  -4,344,520.183 (meters)                     COMP
 AB2652  Z           -   4,407,188.089 (meters)                     COMP
 AB2652  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 AB2652  ELLIP HEIGHT-          99.92  (meters)          (01/07/02) GPS OBS
 AB2652  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AB2652
 AB2652  HORZ ORDER  -  B
 AB2652  ELLP ORDER  -  FIFTH     CLASS I
 AB2652
 AB2652.This mark is at Eastern Slopes Regional Airport (B20)
 AB2652
 AB2652.The horizontal coordinates were established by GPS observations
 AB2652.and adjusted by the National Geodetic Survey in July 1997..
 AB2652
 AB2652.The orthometric height was determined by GPS observations and a
 AB2652.high-resolution geoid model.
 AB2652
 AB2652.GPS derived orthometric heights for airport stations designated as
 AB2652.PACS or SACS are published to 2 decimal places.  This maintains
 AB2652.centimeter relative accuracy between the PACS and SACS.  It does
 AB2652.not indicate centimeter accuracy relative to other marks which are
 AB2652.part of the NAVD 88 network.
 AB2652
 AB2652.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2652
 AB2652.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2652
 AB2652.The ellipsoidal height was determined by GPS observations
 AB2652.and is referenced to NAD 83.
 AB2652
 AB2652.The geoid height was determined by GEOID03.
 AB2652
 AB2652;                    North         East     Units Scale Factor Converg.
 AB2652;SPC ME W     -   128,552.516   837,885.809   MT  1.00001410   -0 32 16.0
 AB2652;UTM  19      - 4,872,352.346   344,351.973   MT  0.99989797   -1 20 53.8
 AB2652
 AB2652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2652!SPC ME W     -   0.99998433  x   1.00001410  =   0.99999843
 AB2652!UTM  19      -   0.99998433  x   0.99989797  =   0.99988230
 AB2652
 AB2652:                Primary Azimuth Mark                     Grid Az
 AB2652:SPC ME W     -  AIR AZ MK                                301 02 21.4
 AB2652:UTM  19      -  AIR AZ MK                                301 50 59.2
 AB2652
 AB2652|---------------------------------------------------------------------|
 AB2652| PID    Reference Object                     Distance      Geod. Az  |
 AB2652|                                                           dddmmss.s |
 AB2652| OC2767 AIR AZ MK                           464.169 METERS 3003005.4 |
 AB2652|---------------------------------------------------------------------|
 AB2652
 AB2652                          SUPERSEDED SURVEY CONTROL
 AB2652
 AB2652  ELLIP H (07/24/97)   99.91   (m)                       GP(       ) 1 1
 AB2652  NAD 83(1992)-  43 59 16.18341(N)    070 56 27.47184(W) AD(1995.00) B
 AB2652  ELLIP H (04/19/96)   99.92   (m)                       GP(1995.00) 3 1
 AB2652
 AB2652.Superseded values are not recommended for survey control.
 AB2652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2652.See file dsdata.txt to determine how the superseded data were derived.
 AB2652
 AB2652_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ4435272352(NAD 83)
 AB2652_MARKER: I = METAL ROD
 AB2652_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB2652_STAMPING: B 20 A 1995
 AB2652_MARK LOGO: NGS   
 AB2652_PROJECTION: RECESSED 10 CENTIMETERS
 AB2652_MAGNETIC: I = MARKER IS A STEEL ROD
 AB2652_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2652+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1996
 AB2652_ROD/PIPE-DEPTH: 17.7 meters
 AB2652
 AB2652  HISTORY     - Date     Condition        Report By
 AB2652  HISTORY     - 1995     MONUMENTED       NGS
 AB2652  HISTORY     - 19951025 GOOD             NGS
 AB2652  HISTORY     - 19960724 GOOD             NGS
 AB2652  HISTORY     - 20040918 MARK NOT FOUND   GEOCAC
 AB2652
 AB2652                          STATION DESCRIPTION
 AB2652
 AB2652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CS)
 AB2652'THE STATION IS LOCATED ABOUT 3.7 KM (2.30 MI) SOUTHEAST OF FRYEBURG AT
 AB2652'THE EASTERN SLOPES REGIONAL AIRPORT.  OWNERSHIP--TOWN OF FRYEBURG,
 AB2652'NEIL MINSCHWANER - FBO, PHONE 207-935-2800  TO REACH THE STATION FROM
 AB2652'THE POST OFFICE IN FRYEBURG GO EAST ON U.S.  HWY 302 AND STATE HWY 113
 AB2652'FOR 0.32 KM (0.20 MI) TO THE JUNCTION OF STATE HWYS 5 AND 113 AND U.S.
 AB2652'HWY 302.  TURN RIGHT, GO SOUTH-SOUTHEAST ON STATE HWYS 5 AND 113 FOR
 AB2652'5.39 KM (3.35 MI) TO A RAILROAD CROSSING.  CONTINUE ON STATE ROUTE 5
 AB2652'AND 113 FOR 0.16 KM (0.10 MI) TO THE AIRPORT ROAD ON THE RIGHT.  TURN
 AB2652'RIGHT AND GO WEST ON THE AIRPORT ROAD 1.5 KM (0.95 MI) TO AIRPORT.
 AB2652'CONTINUE NORTHEAST PAST AIRPORT OFFICE TO TAXIWAY.  TURN RIGHT AND
 AB2652'PROCEED SOUTHEAST ALONG TAXIWAY TO THE END OF RUNWAY 14-32 AND STATION
 AB2652'PAST THE SOUTHEAST CORNER  THE STATION IS THE TOP CENTER OF A
 AB2652'STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 17.7 M (58.1 FT)
 AB2652'BELOW GROUND LEVEL IN A 2.5 CM GREASED FILLED FLUTED PLASTIC SLEEVE 90
 AB2652'CM LONG ENCASED IN A 10.7 CM PVC PIPE WITH NGS LOGO CAP SURROUNDED BY
 AB2652'CONCRETE.  THE LOGO CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
 AB2652'THE STATION IS LOCATED 30.6 M (100.4 FT) EAST OF THE EASTERNMOST
 AB2652'THRESHOLD LIGHT, 18.9 M (62.0 FT) SOUTHEAST FROM THE NORTHEASTERN
 AB2652'RUNWAY END INDICATOR LIGHT (REIL) , 3.7 M (12.1 FT) SOUTH OF A GREEN
 AB2652'FENCE POST, 70.7 M (232.0 FT) NORTHEAST OF THE SOUTHWESTERN REIL, AND
 AB2652'42 M (137.8 FT) EAST-NORTHEAST OF THE CENTERLINE END OF RUNWAY  THIS
 AB2652'STATION IS DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION (PACS) -
 AB2652'MAINE ANA SURVEYS 1995
 AB2652
 AB2652                          STATION RECOVERY (1995)
 AB2652
 AB2652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995
 AB2652'THE STATION IS LOCATED IN NORTHWEST MAINE, 3.5 MI (5.6 KM) SOUTHEAST
 AB2652'OF THE TOWN OF FRYEBURG, ON THE EAST SIDE OF THE EASTERN SLOPES
 AB2652'REGIONAL AIRPORT.  TO REACH THE STATION FROM THE INTERSECTION OF
 AB2652'HIGHWAY 302 (MAIN STREET) AND STATE ROUTE 5/113 (PORTLAND STREET) IN
 AB2652'FRYEBURG, TAKE STATE ROUTE 5/113 SOUTHEAST FOR 3.55 MI (5.71 KM) TO
 AB2652'LYMAN DRIVE.  TURN RIGHT ONTO LYMAN DRIVE AND FOLLOW FOR 1.0 MI (1.6
 AB2652'KM) TO AIRPORTS ADINISTRATION BUILDING.  PERMISSION MUST BE OBTAINED
 AB2652'BEFORE ACCESSING THE FIELD.NEIL MINSCHWANER-OWNER/OPERATOR, PHONE
 AB2652'207-935-2800, FAX 207-935-4492.  ADDRESS-P.O.BOX 324,ROUTE
 AB2652'113,FRYEBURG, MAINE 04037.  THE STATION IS A PUNCH HOLE IN THE TOP OF
 AB2652'A STAINLESS STEEL ROD, WITH A GREASED SLEEVE, DRIVEN INTO THE GROUND.
 AB2652'THE LOGO CAP IS ATTACHED TO A 5 INCH PVC SURROUNDED BY CONCRETE, AND
 AB2652'STAMPED---B 20 A 1995.  THE STATION IS ON THE EAST SIDE OF RUNWAY END
 AB2652'32 AND IS 138.55 FT (42.23 M) EAST OF THE CENTERLINE END OF RUNWAY 32,
 AB2652'100.7 FT (30.7 M) EAST OF THE LAST OF 4 REIL LIGHT AT THE 32 END, AND
 AB2652'62.3 FT (19.0 M) SOUTHEAST OF STROBE LIGHT. ROD IS FLUSH WITH THE
 AB2652'GROUND.
 AB2652
 AB2652                          STATION RECOVERY (1996)
 AB2652
 AB2652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (WCW)
 AB2652'RECOVERY NOTE BY NGS 1996.  RECOVERED IN GOOD CONDITION.  1995
 AB2652'DESCRIPTION ADEQUATE WITH FOLLOWING NOTE.  SET BY JA CHANCE AND ASSOC
 AB2652'AS CONTRACTOR FOR NGS.
 AB2652
 AB2652                          STATION RECOVERY (2004)
 AB2652
 AB2652'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 AB2652'WITH THE PERMISSION AND ASSISTANCE OF THE AIRPORT COMMISIONER, WE
 AB2652'SEARCHED FOR AND HAVE DETERMINED THAT IF THIS MARK EXISTS, IT HAS BEEN
 AB2652'BURIED UNDER LANDFILL DURING AIRPORT RENOVATIONS DURING 1997-1998.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB2653 ***********************************************************************
 AB2653  SACS        -  This is a Secondary Airport Control Station.
 AB2653  DESIGNATION -  B20 B
 AB2653  PID         -  AB2653
 AB2653  STATE/COUNTY-  ME/OXFORD
 AB2653  USGS QUAD   -  BROWNFIELD (1983)
 AB2653
 AB2653                         *CURRENT SURVEY CONTROL
 AB2653  ___________________________________________________________________
 AB2653* NAD 83(1996)-  43 59 39.33083(N)    070 57 09.62116(W)     ADJUSTED  
 AB2653* NAVD 88     -       137.99   (meters)     452.7    (feet)  GPS OBS   
 AB2653  ___________________________________________________________________
 AB2653  X           -   1,499,899.975 (meters)                     COMP
 AB2653  Y           -  -4,344,365.019 (meters)                     COMP
 AB2653  Z           -   4,407,709.520 (meters)                     COMP
 AB2653  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 AB2653  ELLIP HEIGHT-         110.61  (meters)          (01/07/02) GPS OBS
 AB2653  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AB2653
 AB2653  HORZ ORDER  -  FIRST
 AB2653  ELLP ORDER  -  FIFTH     CLASS I
 AB2653
 AB2653.This mark is at Eastern Slopes Regional Airport (B20)
 AB2653
 AB2653.The horizontal coordinates were established by GPS observations
 AB2653.and adjusted by the National Geodetic Survey in July 1997..
 AB2653
 AB2653.The orthometric height was determined by GPS observations and a
 AB2653.high-resolution geoid model.
 AB2653
 AB2653.GPS derived orthometric heights for airport stations designated as
 AB2653.PACS or SACS are published to 2 decimal places.  This maintains
 AB2653.centimeter relative accuracy between the PACS and SACS.  It does
 AB2653.not indicate centimeter accuracy relative to other marks which are
 AB2653.part of the NAVD 88 network.
 AB2653
 AB2653.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2653
 AB2653.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2653
 AB2653.The ellipsoidal height was determined by GPS observations
 AB2653.and is referenced to NAD 83.
 AB2653
 AB2653.The geoid height was determined by GEOID03.
 AB2653
 AB2653;                    North         East     Units Scale Factor Converg.
 AB2653;SPC ME W     -   129,275.811   836,953.410   MT  1.00001554   -0 32 45.5
 AB2653;UTM  19      - 4,873,088.674   343,430.006   MT  0.99990151   -1 21 23.7
 AB2653
 AB2653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2653!SPC ME W     -   0.99998266  x   1.00001554  =   0.99999820
 AB2653!UTM  19      -   0.99998266  x   0.99990151  =   0.99988417
 AB2653
 AB2653                          SUPERSEDED SURVEY CONTROL
 AB2653
 AB2653  ELLIP H (07/24/97)  110.59   (m)                       GP(       ) 1 1
 AB2653  NAD 83(1992)-  43 59 39.33087(N)    070 57 09.62010(W) AD(1995.00) 1
 AB2653  ELLIP H (04/19/96)  110.60   (m)                       GP(1995.00) 3 1
 AB2653
 AB2653.Superseded values are not recommended for survey control.
 AB2653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2653.See file dsdata.txt to determine how the superseded data were derived.
 AB2653
 AB2653_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ4343073089(NAD 83)
 AB2653_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AB2653_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB2653_STAMPING: B20 B 1995
 AB2653_MARK LOGO: NGS   
 AB2653_PROJECTION: RECESSED 18 CENTIMETERS
 AB2653_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AB2653_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB2653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2653+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1996
 AB2653_ROD/PIPE-DEPTH: 1.0  meters
 AB2653
 AB2653  HISTORY     - Date     Condition        Report By
 AB2653  HISTORY     - 1995     MONUMENTED       NGS
 AB2653  HISTORY     - 19960724 GOOD             NGS
 AB2653  HISTORY     - 20040918 MARK NOT FOUND   GEOCAC
 AB2653
 AB2653                          STATION DESCRIPTION
 AB2653
 AB2653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CS)
 AB2653'THE STATION IS LOCATED ABOUT 3.7 KM (2.30 MI) SOUTHEAST OF FRYEBURG AT
 AB2653'THE EASTERN SLOPES REGIONAL AIRPORT.  OWNERSHIP--TOWN OF FRYEBURG,
 AB2653'NEIL MINSCHWANER - FBO, PHONE 207-935-2800  TO REACH THE STATION FROM
 AB2653'THE POST OFFICE IN FRYEBURG GO EAST ON U.S.  HWY 302 AND STATE HWY 113
 AB2653'FOR 0.32 KM (0.20 MI) TO THE JUNCTION OF STATE HWY 5 AND 113 AND U.S.
 AB2653'HWY 302.  TURN RIGHT, GO SOUTH-SOUTHEAST ON STATE HWY 5 AND 113 FOR
 AB2653'5.39 KM (3.35 MI) TO A RAILROAD CROSSING.  CONTINUE ON STATE HWY 5 AND
 AB2653'113 FOR 0.16 KM (0.10 MI) TO THE AIRPORT ROAD ON THE RIGHT.  TURN
 AB2653'RIGHT AND GO WEST ON THE AIRPORT ROAD 1.5 KM (0.95 MI) TO THE AIRPORT.
 AB2653'CONTINUE NORTHEAST PAST AIRPORT OFFICE TO RUNWAY 14-32.  TURN LEFT AND
 AB2653'PROCEED NORTHWEST ALONG SOUTHWEST SIDE OF RUNWAY TO THE END AND TO
 AB2653'STATION PAST THE NORTHEAST CORNER OF THE RUNWAY  THE STATION IS THE
 AB2653'CENTER OF A 10 CM SURVEY DISK SET INTO THE TOP OF A 1 M (3.3 FT) LONG
 AB2653'FENO PIPE, RECESSED 18 CM BELOW GROUND LEVEL AND ENCASED IN A 12.7 DIA
 AB2653'CM PVC PIPE WITH NGS LOGO CAP SURROUNDED BY CONCRETE.  THE LOGO CAP
 AB2653'AND CONCRETE ARE SET FLUSH WITH THE GROUND. THREE CIRCULAR ANCHOR
 AB2653'PRONGS EXTEND FROM THE BOTTOM OF THE PIPE.  THE STATION IS LOCATED
 AB2653'ABOUT 29 M (95.1 FT) SOUTH OF THE BOTTOM OF A CUT SLOPE, 44.2 M (145.0
 AB2653'FT) NORTH OF EASTERNMOST THRESHOLD LIGHT, 85.6 M (280.8 FT) NORTHWEST
 AB2653'FROM THE LAST WHITE RUNWAY LIGHT ON THE NORTH SIDE, 56.8 M (186.4 FT)
 AB2653'NORTH OF THE CENTERLINE END OF RUNWAY, 61.8 M (202.8 FT)
 AB2653'EAST-NORTHEAST OF MONITOR WELL (B36) , AND 67.4 M (221.1 FT) NORTH OF
 AB2653'THE WESTERNMOST THRESHOLD LIGHT  THIS STATION IS DESIGNATED AS A
 AB2653'SECONDARY AIRPORT CONTROL STATION (SACS) - MAINE ANA SURVEYS 1995
 AB2653
 AB2653                          STATION RECOVERY (1996)
 AB2653
 AB2653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (WCW)
 AB2653'RECOVERY NOTE BY NGS 1996.  RECOVERED IN GOOD CONDITION.  1995
 AB2653'DESCRIPTION ADEQUATE WITH THE FOLLOWING TWO CORRECTIONS PLUS TWO
 AB2653'ADDITIONS.  THE STATION IS THE TOP CENTER OF A 5 CM DIA SURVEY DISK
 AB2653'SET INTO THE TOP OF A 1 M (3.3 FT) LONG FENO PIPE.  THE STATION IS
 AB2653'LOCATED ABOUT 29 M (95.1 FT) WEST- SOUTHWEST OF THE BOTTOM OF A CUT
 AB2653'SLOPE.  THE STATION IS LOCATED 163 FT (49.7 M) EAST-NORTHEAST OF THE
 AB2653'EXTENDED CENTERLINE OF RUNWAY 14-32, AND 91.0 FT (27.7 M)
 AB2653'NORTH-NORTHWEST OF THE EXTENDED END OF RUNWAY 32 AT APPROACH 14.
 AB2653
 AB2653                          STATION RECOVERY (2004)
 AB2653
 AB2653'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 AB2653'WITH THE PERMISSION AND ASSISTANCE OF THE AIRPORT COMMISIONER, WE
 AB2653'SEARCHED FOR AND HAVE DETERMINED THAT IF THIS MARK EXISTS, IT HAS BEEN
 AB2653'BURIED UNDER THE RUNWAY WHEN IT WAS EXTENDED IN 1997-1998. IT IS
 AB2653'LIKELY THAT THE MARK WAS OUTRIGHT DESTROYED AT THAT TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ8134 ***********************************************************************
 AJ8134  PACS        -  This is a Primary Airport Control Station.
 AJ8134  DESIGNATION -  B20 C
 AJ8134  PID         -  AJ8134
 AJ8134  STATE/COUNTY-  ME/OXFORD
 AJ8134  USGS QUAD   -  BROWNFIELD (1983)
 AJ8134
 AJ8134                         *CURRENT SURVEY CONTROL
 AJ8134  ___________________________________________________________________
 AJ8134* NAD 83(1996)-  43 59 42.86083(N)    070 57 12.94444(W)     ADJUSTED  
 AJ8134* NAVD 88     -       140.45   (meters)     460.8    (feet)  GPS OBS   
 AJ8134  ___________________________________________________________________
 AJ8134  X           -   1,499,805.872 (meters)                     COMP
 AJ8134  Y           -  -4,344,319.356 (meters)                     COMP
 AJ8134  Z           -   4,407,789.645 (meters)                     COMP
 AJ8134  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 AJ8134  ELLIP HEIGHT-         113.12  (meters)          (02/08/02) GPS OBS
 AJ8134  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AJ8134
 AJ8134  HORZ ORDER  -  B
 AJ8134  ELLP ORDER  -  FIRST     CLASS I
 AJ8134
 AJ8134.This mark is at Eastern Slopes Regional Airport (IZG)
 AJ8134
 AJ8134.The horizontal coordinates were established by GPS observations
 AJ8134.and adjusted by the National Geodetic Survey in February 2002..
 AJ8134
 AJ8134.The orthometric height was determined by GPS observations and a
 AJ8134.high-resolution geoid model.
 AJ8134
 AJ8134.GPS derived orthometric heights for airport stations designated as
 AJ8134.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8134.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8134.not indicate centimeter accuracy relative to other marks which are
 AJ8134.part of the NAVD 88 network.
 AJ8134
 AJ8134.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8134
 AJ8134.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8134
 AJ8134.The ellipsoidal height was determined by GPS observations
 AJ8134.and is referenced to NAD 83.
 AJ8134
 AJ8134.The geoid height was determined by GEOID03.
 AJ8134
 AJ8134;                    North         East     Units Scale Factor Converg.
 AJ8134;SPC ME W     -   129,385.465   836,880.404   MT  1.00001565   -0 32 47.8
 AJ8134;UTM  19      - 4,873,199.337   343,358.566   MT  0.99990178   -1 21 26.1
 AJ8134
 AJ8134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8134!SPC ME W     -   0.99998226  x   1.00001565  =   0.99999791
 AJ8134!UTM  19      -   0.99998226  x   0.99990178  =   0.99988404
 AJ8134
 AJ8134:                Primary Azimuth Mark                     Grid Az
 AJ8134:SPC ME W     -  AIR RM 1                                 139 39 43.4
 AJ8134:UTM  19      -  AIR RM 1                                 140 28 21.7
 AJ8134
 AJ8134|---------------------------------------------------------------------|
 AJ8134| PID    Reference Object                     Distance      Geod. Az  |
 AJ8134|                                                           dddmmss.s |
 AJ8134| OC2769 AIR RM 1                            APPROX. 0.5 KM 1390655.6 |
 AJ8134|---------------------------------------------------------------------|
 AJ8134
 AJ8134                          SUPERSEDED SURVEY CONTROL
 AJ8134
 AJ8134.No superseded survey control is available for this station.
 AJ8134
 AJ8134_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ4335973199(NAD 83)
 AJ8134_MARKER: F = FLANGE-ENCASED ROD
 AJ8134_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ8134_STAMPING: B20 C 2001
 AJ8134_MARK LOGO: NGS   
 AJ8134_PROJECTION: FLUSH
 AJ8134_MAGNETIC: I = MARKER IS A STEEL ROD
 AJ8134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8134_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8134+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2001
 AJ8134_ROD/PIPE-DEPTH: 10.1 meters
 AJ8134_SLEEVE-DEPTH  : 0.9 meters
 AJ8134
 AJ8134  HISTORY     - Date     Condition        Report By
 AJ8134  HISTORY     - 20010525 MONUMENTED       NGS
 AJ8134  HISTORY     - 20010525 GOOD             NGS
 AJ8134
 AJ8134                          STATION DESCRIPTION
 AJ8134
 AJ8134'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (JAL)
 AJ8134'THE STATION IS LOCATED ON THE EASTERN SLOPES REGIONAL AIRPORT 5.0
 AJ8134'KM SOUTHEAST OF FRYEBURG, ABOUT 7.2 KM NORTH OF BROWNFIELD, AND
 AJ8134'12.9 KM SOUTHWEST OF WESTBRIDGTON. OWNERSHIP--CITY OF FRYEBURG,
 AJ8134'NEIL MINSCHWANER, MANAGER, PHONE 207-935-2800.  NOTE--ASK
 AJ8134'PERMISSION FOR ACCESS TO THE STATION.  TO REACH FROM THE POST
 AJ8134'OFFICE IN FRYEBURG GO 0.3 KM EAST ON U.S. HIGHWAY 302 / STATE
 AJ8134'HIGHWAY113 TO THE JUNCTION OF STATE HIGHWAY  5,  TURN RIGHT, GO 5.6
 AJ8134'KM SOUTHERLY ALONG STATE HIGHWAY 5 / 113 TO THE AIRPORT ROAD
 AJ8134'(JUST PAST A RAILROAD CROSSING) TURN RIGHT, GO WEST ON AIRPORT
 AJ8134'ROAD FOR 1.5 KM TO THE AIRPORT, TURN RIGHT, NORTHEAST, GO 0.3 KM
 AJ8134'PASSING THE OFFICE, CROSSING AN APRON AND ALONG A TAXIWAY TO THE
 AJ8134'RUNWAY, TURN LEFT, GO NORTHWEST 0.7 KM BESIDE THE RUNWAY TO THE
 AJ8134'RUNWAY END, TURN RIGHT, GO NORTHEAST 100 M TO THE STATION AT THE
 AJ8134'TOP OF A BANK AND INLINE WITH THE PAVEMENT END.  92.6 M EAST OF A
 AJ8134'WOOD SIGN POST, 82.6 M NORTHEAST OF THE NORTH CORNER OF THE
 AJ8134'RUNWAY PAVEMENT, 1.6 M ABOVE THE LEVEL OF THE RUNWAY, ).5 M NORTH
 AJ8134'OF A WITNESS POST.  NOTE--SLEEVE DEPTH DOSE NOT MEET CLASS A
 AJ8134'REQUIREMENTS, THIS IS A PRIMARY AIRPORT CONTROL STATION.
 AJ8134' 
 AJ8134' 
 AJ8134' 
 AJ8134'
 AJ8134
 AJ8134                          STATION RECOVERY (2001)
 AJ8134
 AJ8134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (JAL)
 AJ8134'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ8212 ***********************************************************************
 AJ8212  SACS        -  This is a Secondary Airport Control Station.
 AJ8212  DESIGNATION -  B20 D
 AJ8212  PID         -  AJ8212
 AJ8212  STATE/COUNTY-  ME/OXFORD
 AJ8212  USGS QUAD   -  BROWNFIELD (1983)
 AJ8212
 AJ8212                         *CURRENT SURVEY CONTROL
 AJ8212  ___________________________________________________________________
 AJ8212* NAD 83(1996)-  43 59 18.26314(N)    070 56 36.40998(W)     ADJUSTED  
 AJ8212* NAVD 88     -       128.96   (meters)     423.1    (feet)  GPS OBS   
 AJ8212  ___________________________________________________________________
 AJ8212  X           -   1,500,744.804 (meters)                     COMP
 AJ8212  Y           -  -4,344,544.243 (meters)                     COMP
 AJ8212  Z           -   4,407,235.468 (meters)                     COMP
 AJ8212  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 AJ8212  ELLIP HEIGHT-         101.64  (meters)          (02/08/02) GPS OBS
 AJ8212  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AJ8212
 AJ8212  HORZ ORDER  -  FIRST
 AJ8212  ELLP ORDER  -  FOURTH    CLASS I
 AJ8212
 AJ8212.This mark is at Eastern Slopes Regional Airport (IZG)
 AJ8212
 AJ8212.The horizontal coordinates were established by GPS observations
 AJ8212.and adjusted by the National Geodetic Survey in February 2002..
 AJ8212
 AJ8212.The orthometric height was determined by GPS observations and a
 AJ8212.high-resolution geoid model.
 AJ8212
 AJ8212.GPS derived orthometric heights for airport stations designated as
 AJ8212.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8212.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8212.not indicate centimeter accuracy relative to other marks which are
 AJ8212.part of the NAVD 88 network.
 AJ8212
 AJ8212.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8212
 AJ8212.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8212
 AJ8212.The ellipsoidal height was determined by GPS observations
 AJ8212.and is referenced to NAD 83.
 AJ8212
 AJ8212.The geoid height was determined by GEOID03.
 AJ8212
 AJ8212;                    North         East     Units Scale Factor Converg.
 AJ8212;SPC ME W     -   128,618.577   837,687.265   MT  1.00001440   -0 32 22.2
 AJ8212;UTM  19      - 4,872,421.201   344,154.406   MT  0.99989873   -1 21 00.1
 AJ8212
 AJ8212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8212!SPC ME W     -   0.99998406  x   1.00001440  =   0.99999846
 AJ8212!UTM  19      -   0.99998406  x   0.99989873  =   0.99988279
 AJ8212
 AJ8212                          SUPERSEDED SURVEY CONTROL
 AJ8212
 AJ8212.No superseded survey control is available for this station.
 AJ8212
 AJ8212_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ4415472421(NAD 83)
 AJ8212_MARKER: F = FLANGE-ENCASED ROD
 AJ8212_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ8212_STAMPING: B20 D 2001
 AJ8212_MARK LOGO: NGS   
 AJ8212_PROJECTION: FLUSH
 AJ8212_MAGNETIC: I = MARKER IS A STEEL ROD
 AJ8212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8212+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2001
 AJ8212_ROD/PIPE-DEPTH: 16.8 meters
 AJ8212_SLEEVE-DEPTH  : 0.9 meters
 AJ8212
 AJ8212  HISTORY     - Date     Condition        Report By
 AJ8212  HISTORY     - 20010525 MONUMENTED       NGS
 AJ8212
 AJ8212                          STATION DESCRIPTION
 AJ8212
 AJ8212'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (JAL)
 AJ8212'THE STATION IS LOCATED ON THE EASTERN SLOPES REGIONAL AIRPORT 5.0
 AJ8212'KM SOUTHEAST OF FRYEBURG, ABOUT 7.2 KM NORTH OF BROWNFIELD, AND
 AJ8212'12.9 KM SOUTHWEST OF WESTBRIDGTON. OWNERSHIP--CITY OF FRYEBURG,
 AJ8212'NEIL MINSCHWANER, MANAGER, PHONE 207-935-2800.  NOTE--ASK
 AJ8212'PERMISSION FOR ACCESS TO THE STATION.  TO REACH FROM THE POST
 AJ8212'OFFICE IN FRYEBURG GO 0.3 KM EAST ON U.S. HIGHWAY 302 / STATE
 AJ8212'HIGHWAY113 TO THE JUNCTION OF STATE HIGHWAY  5,  TURN RIGHT, GO 5.6
 AJ8212'KM SOUTHERLY ALONG STATE HIGHWAY 5 / 113 TO THE AIRPORT ROAD
 AJ8212'(JUST PAST A RAILROAD CROSSING) TURN RIGHT, GO WEST ON AIRPORT
 AJ8212'ROAD FOR 1.5 KM TO THE AIRPORT, TURN RIGHT, NORTHEAST, GO 0.2 KM
 AJ8212'PASSING THE OFFICE, CROSSING AN APRON AND ALONG A TAXIWAY TO
 AJ8212'ANOTHER TAXI, TURN RIGHT, GO 0.3KM SOUTHEAST ALONG THE TAXI TO THE
 AJ8212'STATION ON THE LEFT.  174.0 M NORTHWEST OF THE RUNWAY END, 40.0 M
 AJ8212'NORTHWEST OF A VASI ELECTRIC JUNCTION BOX, 33.0 M SOUTHWEST OF THE
 AJ8212'RUNWAY CENTERLINE, 28.3 M NORTHEAST OF THE CENTER OF THE TAXIWAY,
 AJ8212'19.1 M SOUTHWEST OF THE 3RD RUNWAY LIGHT, 14.8 M NORTH OF A STORM
 AJ8212'DRAIN, 0.4 M SOUTHEAST OF A WITNESS POST, 0.3 M BELOW THE LEVEL OF
 AJ8212'THE RUNWAY.  NOTE--SLEEVE DEPTH DOSE NOT MEET CLASS A
 AJ8212'REQUIREMENTS.  THIS IS A SECONDARY AIRPORT CONTROL STATION.
 AJ8212' 
 AJ8212'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0617 ***********************************************************************
 OB0617  DESIGNATION -  BABBIDGE
 OB0617  PID         -  OB0617
 OB0617  STATE/COUNTY-  ME/SAGADAHOC
 OB0617  USGS QUAD   -  BRUNSWICK (1980)
 OB0617
 OB0617                         *CURRENT SURVEY CONTROL
 OB0617  ___________________________________________________________________
 OB0617* NAD 83(1996)-  43 59 34.62317(N)    069 58 43.27331(W)     ADJUSTED  
 OB0617* NAVD 88     -        80.2    (meters)     263.     (feet)  VERTCON   
 OB0617  ___________________________________________________________________
 OB0617  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 OB0617  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 OB0617
 OB0617  HORZ ORDER  -  SECOND
 OB0617
 OB0617.The horizontal coordinates were established by classical geodetic methods
 OB0617.and adjusted by the National Geodetic Survey in March 1998..
 OB0617
 OB0617.The NAVD 88 height was computed by applying the VERTCON shift value to
 OB0617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OB0617
 OB0617.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0617
 OB0617.The geoid height was determined by GEOID03.
 OB0617
 OB0617;                    North         East     Units Scale Factor Converg.
 OB0617;SPC ME W     -   128,847.314   915,078.414   MT  0.99996946   +0 07 50.0
 OB0617;UTM  19      - 4,871,555.453   421,525.208   MT  0.99967574   -0 40 47.3
 OB0617
 OB0617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0617!SPC ME W     -   0.99999150  x   0.99996946  =   0.99996096
 OB0617!UTM  19      -   0.99999150  x   0.99967574  =   0.99966724
 OB0617
 OB0617:                Primary Azimuth Mark                     Grid Az
 OB0617:SPC ME W     -  BOOKER                                   111 06 42.8
 OB0617:UTM  19      -  BOOKER                                   111 55 20.1
 OB0617
 OB0617|---------------------------------------------------------------------|
 OB0617| PID    Reference Object                     Distance      Geod. Az  |
 OB0617|                                                           dddmmss.s |
 OB0617| OB0615 BOOKER                              APPROX. 3.4 KM 1111432.8 |
 OB0617| CE7197 BABBIDGE RM 1                        12.094 METERS 13823     |
 OB0617| OB0595 MT ARARAT FIRE LOT 1933             APPROX. 6.0 KM 1651255.0 |
 OB0617| OB0614 BRUNSWICK NAS ANNEX STANDPIPE       APPROX. 5.4 KM 1683608.7 |
 OB0617| OB0599 BRUNSWICK BOWDOIN COLL CHAPEL       APPROX. 9.5 KM 1715348.7 |
 OB0617| OB0596 BRUNSWICK CHURCH BLACK SPIRE        APPROX. 8.9 KM 1745730.2 |
 OB0617| OB0591 BRUNSWICK BLACK STANDPIPE           APPROX. 8.2 KM 1845410.2 |
 OB0617| OB0613 BRUNSWICK RAD STA WKXA MAST         APPROX. 7.4 KM 1900111.1 |
 OB0617| CE7198 BABBIDGE RM 2                        23.765 METERS 21555     |
 OB0617| OC1440 FREEPORT FAA MICROWAVE              APPROX.15.1 KM 2205100.8 |
 OB0617| PF1057 BOWDOIN NETT MICROWAVE              APPROX.12.3 KM 3501427.6 |
 OB0617| OB0619 BABBIDGE CEN ATT MW TOWER             6.346 METERS 35021     |
 OB0617| PF1054 LITCHFIELD TV STA WCBB MAST         APPROX.18.1 KM 3520817.3 |
 OB0617|---------------------------------------------------------------------|
 OB0617
 OB0617                          SUPERSEDED SURVEY CONTROL
 OB0617
 OB0617  NAD 83(1992)-  43 59 34.62197(N)    069 58 43.27293(W) AD(       ) 2
 OB0617  NAD 83(1986)-  43 59 34.62751(N)    069 58 43.27794(W) AD(       ) 2
 OB0617  NAD 27      -  43 59 34.34363(N)    069 58 45.08776(W) AD(       ) 2
 OB0617  NGVD 29 (07/19/86)   80.4    (m)          264.     (f) VERT ANG       
 OB0617
 OB0617.Superseded values are not recommended for survey control.
 OB0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0617.See file dsdata.txt to determine how the superseded data were derived.
 OB0617
 OB0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ2152571555(NAD 83)
 OB0617_MARKER: DD = SURVEY DISK
 OB0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OB0617_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OB0617
 OB0617  HISTORY     - Date     Condition        Report By
 OB0617  HISTORY     - 1975     MONUMENTED       MEDT
 OB0617  HISTORY     - 19920717 MARK NOT FOUND   USPSQD
 OB0617
 OB0617                          STATION DESCRIPTION
 OB0617
 OB0617'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975 (RCA)
 OB0617'THE STATION IS LOCATED ABOUT 5.0 MILES NORTH-NORTHEAST OF THE TOWN
 OB0617'OF TOPSHAM, 4.0 MILES EAST OF LISBON FALLS, 0.25 MILE WEST OF THE
 OB0617'CATHANCE RIVER.  THE STATION IS SITUATED BENEATH AN AMERICAN
 OB0617'TELEPHONE AND TELEGRAPH MICROWAVE TOWER.
 OB0617'
 OB0617'TO REACH THE STATION FROM THE U.S. POST OFFICE IN TOPSHAM, PROCEED
 OB0617'NORTH ON U.S. ROUTE 201 FOR 0.95 MILE TO A BRIDGE OVER INTERSTATE
 OB0617'HIGHWAY 95, CONTINUE NORTH ON U.S. ROUTE 201 FOR 0.35 MILE TO A
 OB0617'SIDE ROAD LEFT, (MEADOW ROAD).  TURN LEFT ONTO MEADOW ROAD AND
 OB0617'PROCEED FOR 2.0 MILES TO MEADOW CROSS ROAD ON THE LEFT, BEAR
 OB0617'RIGHT AND CONTINUE ON MEADOW ROAD FOR 1.0 MILE TO THE STATION ON
 OB0617'THE RIGHT AT THE AMERICAN TELEPHONE AND TELEGRAPH COMPLEX.
 OB0617'
 OB0617'THE STATION MARK IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 OB0617'DISC STAMPED BABBIDGE 1974, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OB0617'CONCRETE MONUMENT THAT IS ABOUT 5 INCHES BELOW THE GROUND SURFACE,
 OB0617'NO SUBSURFACE MARK WAS SET BECAUSE OF WATER CONDITIONS.  IT IS
 OB0617'18.0 FEET NORTH OF THE SOUTH LEG OF THE MICROWAVE TOWER, 45.5 FEET
 OB0617'EAST OF THE WEST LEG OF THE MICROWAVE TOWER AND 71.8 FEET
 OB0617'SOUTHEAST OF THE EAST CORNER OF THE CONCRETE BLOCK BUILDING.
 OB0617'
 OB0617'REFERENCE MARK 1 IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 OB0617'DISC STAMPED RM 1 BABBIDGE 1974, SET IN A 12-INCH CYLINDRICAL
 OB0617'CONCRETE POST THAT PROJECTS 2-INCHES ABOVE THE GROUND.  IT IS 5.7
 OB0617'FEET NORTHWEST OF A METAL WITNESS POST, 26.6 FEET EAST OF THE
 OB0617'SOUTH CORNER OF A CYCLONE FENCE AND 56.3 FEET SOUTH OF THE EAST
 OB0617'CORNER OF THE SAME CYCLONE FENCE.
 OB0617'
 OB0617'REFERENCE MARK 2 IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 OB0617'DISC STAMPED RM 2 BABBIDGE 1974, SET IN A 12-INCH CYLINDRICAL
 OB0617'CONCRETE POST THAT PROJECTS 1-INCH ABOVE THE SURFACE OF THE
 OB0617'GROUND.  IT IS 5.8 FEET NORTH OF A METAL WITNESS POST, 57.2 FEET
 OB0617'SOUTHWEST OF THE SOUTH CORNER OF THE CYCLONE FENCE AND 73.6 FEET
 OB0617'SOUTHWEST OF THE SOUTH CORNER OF THE CONCRETE BLOCK BUILDING.
 OB0617'
 OB0617'NO AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 OB0617'
 OB0617'HEIGHT OF LIGHT ABOVE STATION MARK 37 METERS.
 OB0617
 OB0617                          STATION RECOVERY (1992)
 OB0617
 OB0617'RECOVERY NOTE BY US POWER SQUADRON 1992 (AMW)
 OB0617'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2064 ***********************************************************************
 PE2064  DESIGNATION -  BABBIDGE
 PE2064  PID         -  PE2064
 PE2064  STATE/COUNTY-  ME/KNOX
 PE2064  USGS QUAD   -  NORTH HAVEN EAST (1982)
 PE2064
 PE2064                         *CURRENT SURVEY CONTROL
 PE2064  ___________________________________________________________________
 PE2064* NAD 83(1996)-  44 08 31.08713(N)    068 47 06.85403(W)     ADJUSTED  
 PE2064* NAVD 88     -        24.     (meters)      79.     (feet)  SCALED    
 PE2064  ___________________________________________________________________
 PE2064  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 PE2064  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 PE2064
 PE2064  HORZ ORDER  -  THIRD
 PE2064
 PE2064.The horizontal coordinates were established by classical geodetic methods
 PE2064.and adjusted by the National Geodetic Survey in March 1998..
 PE2064
 PE2064.The orthometric height was scaled from a topographic map.
 PE2064
 PE2064.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2064
 PE2064.The geoid height was determined by GEOID03.
 PE2064
 PE2064;                    North         East     Units Scale Factor Converg.
 PE2064;SPC ME E     -    52,845.261   277,179.109   MT  0.99990640   -0 11 55.1
 PE2064;UTM  19      - 4,887,663.603   517,177.305   MT  0.99960363   +0 08 58.5
 PE2064
 PE2064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2064!SPC ME E     -   1.00000017  x   0.99990640  =   0.99990657
 PE2064!UTM  19      -   1.00000017  x   0.99960363  =   0.99960380
 PE2064
 PE2064|---------------------------------------------------------------------|
 PE2064| PID    Reference Object                     Distance      Geod. Az  |
 PE2064|                                                           dddmmss.s |
 PE2064| CE7751 BABBIDGE RM 1                         6.972 METERS 06612     |
 PE2064| PE2051 CROTCH ISLAND STACK                 APPROX. 8.8 KM 0870555.2 |
 PE2064| PE2041 DEER ISLAND THOROFARE LH            APPROX. 6.6 KM 0971834.7 |
 PE2064| CE7752 BABBIDGE RM 2                         4.798 METERS 16612     |
 PE2064| PE2070 COOMBS HILL                         APPROX. 5.9 KM 1810053.7 |
 PE2064| PE2065 VINAL HAVEN CHANNEL ROCK BCN        APPROX. 2.3 KM 2351354.3 |
 PE2064| PE2061 WIDOWS ISLAND CENTER OF HOUSE       APPROX. 3.9 KM 2492941.8 |
 PE2064|---------------------------------------------------------------------|
 PE2064
 PE2064                          SUPERSEDED SURVEY CONTROL
 PE2064
 PE2064  NAD 83(1992)-  44 08 31.09372(N)    068 47 06.83402(W) AD(       ) 3
 PE2064  NAD 83(1986)-  44 08 31.09608(N)    068 47 06.83745(W) AD(       ) 3
 PE2064  NAD 27      -  44 08 30.80500(N)    068 47 08.73900(W) AD(       ) 3
 PE2064
 PE2064.Superseded values are not recommended for survey control.
 PE2064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2064.See file dsdata.txt to determine how the superseded data were derived.
 PE2064
 PE2064_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ1717787664(NAD 83)
 PE2064
 PE2064  HISTORY     - Date     Condition        Report By
 PE2064  HISTORY     - 1934     MONUMENTED       CGS
 PE2064  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2064
 PE2064                          STATION DESCRIPTION
 PE2064
 PE2064'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2064'STATION IS ON BABBIDGE ISLAND WHICH IS ON THE W SIDE OF THE NE
 PE2064'ENTRANCE TO FOX ISLAND THOROUGHFARE AND 2 MILES ENE FROM GOOSE
 PE2064'ROCK LIGHT.  THE MARK IS ON THE HIGHEST BARE LEDGE ON THE ISLAND
 PE2064'AND ABOUT 1/4 MILE FROM THE SW END OF THE ISLAND ABOUT 200 METERS
 PE2064'SW OF A GROVE OF TREES ON THE HIGHEST POINT OF THE ISLAND.  THERE
 PE2064'ARE SEVERAL HIGH LEDGES 30 TO 50 METERS NE, AND AN OLD STONE
 PE2064'FENCE FORMING A RECTANGLE 11 METERS BY 19 METERS, IS 20 METERS
 PE2064'W IN A LOW FIELD.
 PE2064'
 PE2064'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 PE2064'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 PE2064'
 PE2064'REFERENCE MARK NO. 1 IS ON THE NE SIDE OF THE LEDGE.
 PE2064'
 PE2064'REFERENCE MARK NO. 2 IS ON THE SE SIDE, EACH ABOUT 1 METER
 PE2064'LOWER THAN THE HIGHEST POINT.
 PE2064
 PE2064                          STATION RECOVERY (1943)
 PE2064
 PE2064'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2064'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0618 ***********************************************************************
 OB0618  DESIGNATION -  BABBIDGE ATT MICROWAVE
 OB0618  PID         -  OB0618
 OB0618  STATE/COUNTY-  ME/SAGADAHOC
 OB0618  USGS QUAD   -  BRUNSWICK (1980)
 OB0618
 OB0618                         *CURRENT SURVEY CONTROL
 OB0618  ___________________________________________________________________
 OB0618* NAD 83(1996)-  43 59 34.79357(N)    069 58 43.32235(W)     ADJUSTED  
 OB0618* NAVD 88     -                                                        
 OB0618  ___________________________________________________________________
 OB0618  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 OB0618  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 OB0618
 OB0618  HORZ ORDER  -  THIRD
 OB0618
 OB0618.The horizontal coordinates were established by classical geodetic methods
 OB0618.and adjusted by the National Geodetic Survey in March 1998..
 OB0618
 OB0618
 OB0618.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0618
 OB0618.The geoid height was determined by GEOID03.
 OB0618
 OB0618;                    North         East     Units Scale Factor Converg.
 OB0618;SPC ME W     -   128,852.571   915,077.310   MT  0.99996946   +0 07 50.0
 OB0618;UTM  19      - 4,871,560.723   421,524.178   MT  0.99967574   -0 40 47.3
 OB0618
 OB0618                          SUPERSEDED SURVEY CONTROL
 OB0618
 OB0618  NAD 83(1992)-  43 59 34.79243(N)    069 58 43.32205(W) AD(       ) 4
 OB0618  NAD 83(1986)-  43 59 34.79798(N)    069 58 43.32708(W) AD(       ) 4
 OB0618  NAD 27      -  43 59 34.51431(N)    069 58 45.14096(W) AD(       ) 3
 OB0618
 OB0618.Superseded values are not recommended for survey control.
 OB0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0618.See file dsdata.txt to determine how the superseded data were derived.
 OB0618
 OB0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ2152471561(NAD 83)
 OB0618_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OB0618+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2005
 OB0618
 OB0618  HISTORY     - Date     Condition        Report By
 OB0618  HISTORY     - 1975     FIRST OBSERVED   NGS
 OB0618  HISTORY     - 20050228 GOOD             USPSQD
 OB0618
 OB0618                          STATION DESCRIPTION
 OB0618
 OB0618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 OB0618'THE STATION, BABBIDGE AMERICAN TELEPHONE AND TELEGRAPH MICROWAVE
 OB0618'LIGHT, IS THE LIGHT ATOP THE TOWER BELONGING TO THE AMERICAN
 OB0618'TELEPHONE AND TELEGRAPH COMPANY.  THE TOWER IS LOCATED ON THE EAST
 OB0618'SIDE OF MEADOW ROAD ADJACENT TO SKY-HI SKI PARK 3 MILES NORTH WEST
 OB0618'OF ROAD JUNCTION ROUTE 201 AND MEADOW ROAD IN TOWN OF TOPSHAM.
 OB0618
 OB0618                          STATION RECOVERY (2005)
 OB0618
 OB0618'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMW)
 OB0618'THE TOWER IS JUST BEFORE THE SKY-HI CONFERENCE CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0619 ***********************************************************************
 OB0619  DESIGNATION -  BABBIDGE CEN ATT MW TOWER
 OB0619  PID         -  OB0619
 OB0619  STATE/COUNTY-  ME/SAGADAHOC
 OB0619  USGS QUAD   -  BRUNSWICK (1980)
 OB0619
 OB0619                         *CURRENT SURVEY CONTROL
 OB0619  ___________________________________________________________________
 OB0619* NAD 83(1996)-  43 59 34.82586(N)    069 58 43.32107(W)     ADJUSTED  
 OB0619* NAVD 88     -                                                        
 OB0619  ___________________________________________________________________
 OB0619  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 OB0619  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 OB0619
 OB0619  HORZ ORDER  -  THIRD
 OB0619
 OB0619.The horizontal coordinates were established by classical geodetic methods
 OB0619.and adjusted by the National Geodetic Survey in March 1998..
 OB0619
 OB0619
 OB0619.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0619
 OB0619.The geoid height was determined by GEOID03.
 OB0619
 OB0619;                    North         East     Units Scale Factor Converg.
 OB0619;SPC ME W     -   128,853.567   915,077.336   MT  0.99996946   +0 07 50.0
 OB0619;UTM  19      - 4,871,561.719   421,524.218   MT  0.99967574   -0 40 47.3
 OB0619
 OB0619                          SUPERSEDED SURVEY CONTROL
 OB0619
 OB0619  NAD 83(1992)-  43 59 34.82467(N)    069 58 43.32070(W) AD(       ) 4
 OB0619  NAD 83(1986)-  43 59 34.83020(N)    069 58 43.32570(W) AD(       ) 4
 OB0619  NAD 27      -  43 59 34.54633(N)    069 58 45.13552(W) AD(       ) 3
 OB0619
 OB0619.Superseded values are not recommended for survey control.
 OB0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0619.See file dsdata.txt to determine how the superseded data were derived.
 OB0619
 OB0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ2152471562(NAD 83)
 OB0619_MARKER: 45 = MICROWAVE TOWER
 OB0619
 OB0619  HISTORY     - Date     Condition        Report By
 OB0619  HISTORY     - 1975     FIRST OBSERVED   NGS
 OB0619  HISTORY     - 20050228 MARK NOT FOUND   USPSQD
 OB0619
 OB0619                          STATION DESCRIPTION
 OB0619
 OB0619'DESCRIBED BY US POWER SQUADRON 2005 (AMW)
 OB0619'THIS TOWER MAY BE THE ONE DESCRIBED IN PID OB0618. ITS LOCATION IN
 OB0619'LAT-LO IS ALMOST IDENTICAL. THIS MARK IS PROBABLY A DUPLICATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2024 ***********************************************************************
 PE2024  DESIGNATION -  BACK 1945
 PE2024  PID         -  PE2024
 PE2024  STATE/COUNTY-  ME/HANCOCK
 PE2024  USGS QUAD   -  ISLE AU HAUT EAST (1983)
 PE2024
 PE2024                         *CURRENT SURVEY CONTROL
 PE2024  ___________________________________________________________________
 PE2024* NAD 83(1996)-  44 06 28.60369(N)    068 36 05.46519(W)     ADJUSTED  
 PE2024* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 PE2024  ___________________________________________________________________
 PE2024  LAPLACE CORR-           3.36  (seconds)                    DEFLEC99
 PE2024  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 PE2024
 PE2024  HORZ ORDER  -  THIRD
 PE2024
 PE2024.The horizontal coordinates were established by classical geodetic methods
 PE2024.and adjusted by the National Geodetic Survey in March 1998..
 PE2024
 PE2024.The orthometric height was scaled from a topographic map.
 PE2024
 PE2024.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2024
 PE2024.The geoid height was determined by GEOID03.
 PE2024
 PE2024;                    North         East     Units Scale Factor Converg.
 PE2024;SPC ME E     -    49,030.614   291,873.209   MT  0.99990081   -0 04 14.4
 PE2024;UTM  19      - 4,883,939.404   531,889.960   MT  0.99961251   +0 16 38.5
 PE2024
 PE2024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2024!SPC ME E     -   1.00000390  x   0.99990081  =   0.99990471
 PE2024!UTM  19      -   1.00000390  x   0.99961251  =   0.99961641
 PE2024
 PE2024:                Primary Azimuth Mark                     Grid Az
 PE2024:SPC ME E     -  HAT ISLAND                               064 00 39.5
 PE2024:UTM  19      -  HAT ISLAND                               063 39 46.6
 PE2024
 PE2024|---------------------------------------------------------------------|
 PE2024| PID    Reference Object                     Distance      Geod. Az  |
 PE2024|                                                           dddmmss.s |
 PE2024| PE1997 HAT ISLAND                          APPROX. 8.9 KM 0635625.1 |
 PE2024|---------------------------------------------------------------------|
 PE2024
 PE2024                          SUPERSEDED SURVEY CONTROL
 PE2024
 PE2024  NAD 83(1992)-  44 06 28.61360(N)    068 36 05.44739(W) AD(       ) 3
 PE2024  NAD 83(1986)-  44 06 28.61262(N)    068 36 05.45490(W) AD(       ) 3
 PE2024  NAD 27      -  44 06 28.31700(N)    068 36 07.37500(W) AD(       ) 3
 PE2024
 PE2024.Superseded values are not recommended for survey control.
 PE2024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2024.See file dsdata.txt to determine how the superseded data were derived.
 PE2024
 PE2024_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ3189083939(NAD 83)
 PE2024
 PE2024  HISTORY     - Date     Condition        Report By
 PE2024  HISTORY     - 1945     MONUMENTED       CGS
 PE2024
 PE2024                          STATION DESCRIPTION
 PE2024
 PE2024'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (FLP)
 PE2024'STATION IS BRONZE DISC SET IN DRILL HOLE IN SE EDGE OF CHANNEL
 PE2024'ROCK COVERED BY 2 FT OF WATER AT M H W.  STATION IS APPROXIMATELY
 PE2024'1-1/2 MILES NORTHEAST OF ISLE AU HAUT AND ONE MILE SOUTHEAST OF
 PE2024'GOOSEBERRY ISLAND.
 PE2024'
 PE2024'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK 2 FEET UNDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0271 ***********************************************************************
 QH0271  DESIGNATION -  BACK IBC
 QH0271  PID         -  QH0271
 QH0271  STATE/COUNTY-  ME/FRANKLIN
 QH0271  USGS QUAD   -  MERRILL MOUNTAIN (1970)
 QH0271
 QH0271                         *CURRENT SURVEY CONTROL
 QH0271  ___________________________________________________________________
 QH0271* NAD 83(1996)-  45 23 10.89051(N)    070 39 41.73896(W)     ADJUSTED  
 QH0271* NAVD 88     -       931.     (meters)    3054.     (feet)  SCALED    
 QH0271  ___________________________________________________________________
 QH0271  LAPLACE CORR-          11.25  (seconds)                    DEFLEC99
 QH0271  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 QH0271
 QH0271  HORZ ORDER  -  THIRD
 QH0271
 QH0271.The horizontal coordinates were established by classical geodetic methods
 QH0271.and adjusted by the National Geodetic Survey in March 1998..
 QH0271
 QH0271.The orthometric height was scaled from a topographic map.
 QH0271
 QH0271.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0271
 QH0271.The geoid height was determined by GEOID03.
 QH0271
 QH0271;                    North         East     Units Scale Factor Converg.
 QH0271;SPC ME W     -   283,787.554   861,240.983   MT  0.99998513   -0 21 08.4
 QH0271;UTM  19      - 5,027,214.224   369,924.294   MT  0.99980803   -1 10 58.7
 QH0271
 QH0271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0271!SPC ME W     -   0.99985810  x   0.99998513  =   0.99984323
 QH0271!UTM  19      -   0.99985810  x   0.99980803  =   0.99966616
 QH0271
 QH0271:                Primary Azimuth Mark                     Grid Az
 QH0271:SPC ME W     -  BROWN IBC                                063 25 47.1
 QH0271:UTM  19      -  BROWN IBC                                064 15 37.4
 QH0271
 QH0271|---------------------------------------------------------------------|
 QH0271| PID    Reference Object                     Distance      Geod. Az  |
 QH0271|                                                           dddmmss.s |
 QH0271| QH0254 BROWN IBC                           APPROX. 3.4 KM 0630438.7 |
 QH0271| QH0272 MON 418 IBC                          22.647 METERS 27726     |
 QH0271|---------------------------------------------------------------------|
 QH0271
 QH0271                          SUPERSEDED SURVEY CONTROL
 QH0271
 QH0271  NAD 83(1992)-  45 23 10.88863(N)    070 39 41.73407(W) AD(       ) 3
 QH0271  NAD 83(1992)-  45 23 10.89527(N)    070 39 41.72991(W) AD(       ) 3
 QH0271  NAD 83(1986)-  45 23 10.89218(N)    070 39 41.73756(W) AD(       ) 3
 QH0271  NAD 27      -  45 23 10.71600(N)    070 39 43.48400(W) AD(       ) 3
 QH0271
 QH0271.Superseded values are not recommended for survey control.
 QH0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0271.See file dsdata.txt to determine how the superseded data were derived.
 QH0271
 QH0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL6992427214(NAD 83)
 QH0271_MARKER: DD = SURVEY DISK
 QH0271_SETTING: 66 = SET IN ROCK OUTCROP
 QH0271_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 QH0271_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QH0271+STABILITY: POSITION/ELEVATION WELL
 QH0271
 QH0271  HISTORY     - Date     Condition        Report By
 QH0271  HISTORY     - 1915     MONUMENTED       IBC
 QH0271  HISTORY     - 1941     GOOD             IBC
 QH0271
 QH0271                          STATION DESCRIPTION
 QH0271
 QH0271'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1915 (JH)
 QH0271'IN LOUISE TOWNSHIP, ON A SMALL PEAK ON THE NORTH SHOULDER OF PISGAH
 QH0271'MOUNTAIN.  THE STATION IS ON THE HIGHEST POINT OF THE PEAK.
 QH0271'
 QH0271'STATION MARK--A BRONZE DISK CEMENTED IN A DRILL HOLE IN ROCK.
 QH0271'MONUMENT 418 IS 74.3 FEET DISTANT, N 82 DEG 34 MIN W,
 QH0271'FROM THE STATION.
 QH0271
 QH0271                          STATION RECOVERY (1941)
 QH0271
 QH0271'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941
 QH0271'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0540 ***********************************************************************
 OB0540  DESIGNATION -  BACK RIVER RESET
 OB0540  PID         -  OB0540
 OB0540  STATE/COUNTY-  ME/SAGADAHOC
 OB0540  USGS QUAD   -  PHIPPSBURG (1957)
 OB0540
 OB0540                         *CURRENT SURVEY CONTROL
 OB0540  ___________________________________________________________________
 OB0540* NAD 83(1996)-  43 50 09.36492(N)    069 46 25.42366(W)     ADJUSTED  
 OB0540* NAVD 88     -        56.     (meters)     184.     (feet)  SCALED    
 OB0540  ___________________________________________________________________
 OB0540  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 OB0540  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 OB0540
 OB0540  HORZ ORDER  -  THIRD
 OB0540
 OB0540.The horizontal coordinates were established by classical geodetic methods
 OB0540.and adjusted by the National Geodetic Survey in March 1998..
 OB0540
 OB0540.The orthometric height was scaled from a topographic map.
 OB0540
 OB0540.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0540
 OB0540.The geoid height was determined by GEOID03.
 OB0540
 OB0540;                    North         East     Units Scale Factor Converg.
 OB0540;SPC ME W     -   111,459.610   931,601.724   MT  0.99997895   +0 16 19.7
 OB0540;UTM  19      - 4,853,941.634   437,796.219   MT  0.99964759   -0 32 09.2
 OB0540
 OB0540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0540!SPC ME W     -   0.99999528  x   0.99997895  =   0.99997423
 OB0540!UTM  19      -   0.99999528  x   0.99964759  =   0.99964287
 OB0540
 OB0540:                Primary Azimuth Mark                     Grid Az
 OB0540:SPC ME W     -  WISCASSET WHITE SPIRE                    024 07 30.6
 OB0540:UTM  19      -  WISCASSET WHITE SPIRE                    024 55 59.5
 OB0540
 OB0540|---------------------------------------------------------------------|
 OB0540| PID    Reference Object                     Distance      Geod. Az  |
 OB0540|                                                           dddmmss.s |
 OB0540| PE2416 WISCASSET WHITE SPIRE               APPROX.20.5 KM 0242350.3 |
 OB0540| PE2418 WISCASSET BROWN SPIRE               APPROX.20.7 KM 0242824.2 |
 OB0540| OB0449 MONTSEAG                            APPROX. 7.1 KM 0304014.7 |
 OB0540| CE7199 BACK RIVER RM 1                       8.452 METERS 08120     |
 OB0540| OB0443 PARKERS ISLAND RESET                APPROX. 3.5 KM 1135825.1 |
 OB0540| CE7200 BACK RIVER RM                         2.597 METERS 18418     |
 OB0540| OB0548 PHIPPSBURG SPIRE                    APPROX. 3.4 KM 2373516.2 |
 OB0540| OB0547 LEES IS CUSHINGS HSE CEN CHIM       APPROX. 2.7 KM 2540251.4 |
 OB0540| OB0557 BOWKERS HOUSE                       APPROX. 3.7 KM 2612853.0 |
 OB0540| OB0556 CUTTINGS DRUMMOND BARN W END        APPROX. 3.4 KM 2753614.9 |
 OB0540| OB0500 BATH SOUTH METHODIST CH SPIRE       APPROX. 8.8 KM 3370853.4 |
 OB0540| OB0496 BATH CENTRAL CHURCH SPIRE           APPROX. 9.2 KM 3380007.5 |
 OB0540| OB0494 BATH EPISCOPAL CHURCH SPIRE         APPROX. 9.7 KM 3382832.6 |
 OB0540| OB0498 BATH BAPTIST CHURCH SPIRE           APPROX. 9.4 KM 3383536.4 |
 OB0540| OB0497 BATH WINTER STREET CH SPIRE         APPROX. 9.5 KM 3384801.8 |
 OB0540| OB0509 BATH UNIVERSALIST CH SPIRE          APPROX. 9.1 KM 3390557.4 |
 OB0540| OB0499 BATH CALVINIST CHURCH SPIRE         APPROX. 9.8 KM 3394107.1 |
 OB0540| OB0514 ARROWSEAG WETMORES HSE CHIM         APPROX. 6.3 KM 3400407.7 |
 OB0540| OB0521 BATH RED CHURCH SPIRE               APPROX.10.5 KM 3420939.6 |
 OB0540| OB0495 WEST TELEGRAPH POLE                 APPROX.13.1 KM 3441923.9 |
 OB0540| OB0508 EAST TELEGRAPH POLE                 APPROX.13.2 KM 3454751.3 |
 OB0540|---------------------------------------------------------------------|
 OB0540
 OB0540                          SUPERSEDED SURVEY CONTROL
 OB0540
 OB0540  NAD 83(1992)-  43 50 09.36324(N)    069 46 25.42167(W) AD(       ) 3
 OB0540  NAD 83(1986)-  43 50 09.36878(N)    069 46 25.42716(W) AD(       ) 3
 OB0540  NAD 27      -  43 50 09.07500(N)    069 46 27.26100(W) AD(       ) 3
 OB0540
 OB0540.Superseded values are not recommended for survey control.
 OB0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0540.See file dsdata.txt to determine how the superseded data were derived.
 OB0540
 OB0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3779653942(NAD 83)
 OB0540
 OB0540  HISTORY     - Date     Condition        Report By
 OB0540  HISTORY     - 1934     MONUMENTED       CGS
 OB0540  HISTORY     - 1913     SEE DESCRIPTION  CGS
 OB0540  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0540  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0540
 OB0540                          STATION DESCRIPTION
 OB0540
 OB0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 OB0540'ON THE HIGHEST PART OF A HIGH BARE RIDGE ON THE SE PART OF
 OB0540'ARROWSIC ISLAND, ON THE W BANK OF BACK RIVER.  THE RIDGE RISES
 OB0540'ABRUPTLY FROM THE RIVER AT THIS POINT AND IS WOODED NEARLY ALL
 OB0540'THE WAY UP, BUT THE SUMMIT IS BARE.  THE LAND BELONGS TO
 OB0540'GEORGE H. PERRY, WHO LIVES ABOUT 1/2 MILE S OF THE STATION.  THE
 OB0540'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 OB0540'IN A BOULDER.  A STANDARD REFERENCE MARK WAS SET IN THE LEDGE
 OB0540'2.61 METERS FROM THE STATION, IN AZIMUTH 4 DEG 05 MIN 50
 OB0540'SEC.  OTHER AZIMUTHS ARE AS FOLLOWS--INDIAN POINT BEACON, 113
 OB0540'DEG 34 MIN.  S GABLE PERRYS BARN (1/2 MILE DISTANT), 55 DEG
 OB0540'33 MIN.  ROCKS WERE PILED AROUND THE STATION MARK.
 OB0540
 OB0540                          STATION RECOVERY (1934)
 OB0540
 OB0540'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0540'STATION RECOVERED AS DESCRIBED.  IT IS ON A BARE LEDGE WHICH
 OB0540'IS THE HIGHEST POINT OF THE HILL WHICH LIES ON THE SE POINT OF
 OB0540'ARROWSIC ISLAND, ON THE W BANK OF BACK RIVER AND 1 MILE S OF THE
 OB0540'STEEL BRIDGE OVER BACK RIVER.  THE STATION IS ON THE LAND OF
 OB0540'GEORGE H. PERRY WHO LIVES 1/2 MILE S OF THE STATION.
 OB0540'
 OB0540'REFERENCE MARK NO. 1 IS ON THE SLOPE OF THE LEDGE TOWARD THE
 OB0540'RIVER AND ABOUT 3 FEET LOWER IN ELEVATION THAN THE
 OB0540'STATION.  REFERENCE MARK NO. 2, A STANDARD BRONZE DISK WEDGED
 OB0540'IN A DRILL HOLE IN OUTCROPPING BEDROCK, IS S OF THE STATION ALONG
 OB0540'THE RIDGE AND ON THE SAME ELEVATION.
 OB0540'
 OB0540'TO REACH FROM BATH, GO E ACROSS THE KENNEBEC RIVER BRIDGE AND
 OB0540'TURN S ON ARROWSIC AND GEORGETOWN ROAD JUST E OF THE
 OB0540'BRIDGE.  FOLLOW THIS ROAD 5.0 MILES AND KEEP STRAIGHT AHEAD WHERE
 OB0540'THE MAIN ROAD TURNS SHARPLY TO THE LEFT.  CONTINUE 0.6 MILE AND
 OB0540'TURN LEFT ON WAGON ROAD 0.7 MILE TO MR. PERRYS HOUSE.  FROM HERE
 OB0540'TAKE TRAIL WHICH LEADS N ALONG THE W SIDE OF THE RIDGE AND
 OB0540'FOLLOW IT ABOUT 1/2 MILE THEN TURN RIGHT AND WALK NE THROUGH
 OB0540'THE WOODS TO THE TOP OF THE HILL.
 OB0540
 OB0540                          STATION RECOVERY (1942)
 OB0540
 OB0540'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OB0540'THE STATION IS ON THE SE SIDE OF ARROWSIC ISLAND, ON THE TOP OF
 OB0540'A KNOLL 200 FEET HIGH, 1/10 MILE W OF THE W BANK OF BACK RIVER,
 OB0540'2 MILES N BY E OF THE JUNCTION OF BACK RIVER AND KENNEBEC RIVER,
 OB0540'AND 4.8 MILES SSE OF CARLTON BRIDGE IN BATH.  THE SLOPES OF THE
 OB0540'KNOLL ARE COVERED WITH TREES, THE TOP NEAR THE STATION IS BARE.
 OB0540'
 OB0540'STATION MARK IS A BRONZE DISK STAMPED BACK RIVER 1855-1934,
 OB0540'AND IS SET IN A DRILL HOLE IN OUTCROPPING LEDGE.  THE CEMENT IS
 OB0540'GONE FROM AROUND THE STATION MARK AND REFERENCE MARK 2.  OTHERWISE,
 OB0540'THE STATION IS IN GOOD CONDITION.  THE DISTANCES FROM REFERENCE
 OB0540'MARKS 1 AND 2 CHECKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1408 ***********************************************************************
 QG1408  DESIGNATION -  BAGLEY MT MICROWAVE
 QG1408  PID         -  QG1408
 QG1408  STATE/COUNTY-  ME/PENOBSCOT
 QG1408  USGS QUAD   -  LINCOLN CENTER (1988)
 QG1408
 QG1408                         *CURRENT SURVEY CONTROL
 QG1408  ___________________________________________________________________
 QG1408* NAD 83(1996)-  45 25 17.62506(N)    068 25 19.27746(W)     ADJUSTED  
 QG1408* NAVD 88     -                                                        
 QG1408  ___________________________________________________________________
 QG1408  LAPLACE CORR-           4.16  (seconds)                    DEFLEC99
 QG1408  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 QG1408
 QG1408  HORZ ORDER  -  THIRD
 QG1408
 QG1408.The horizontal coordinates were established by classical geodetic methods
 QG1408.and adjusted by the National Geodetic Survey in March 1998..
 QG1408
 QG1408
 QG1408.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1408
 QG1408.The geoid height was determined by GEOID03.
 QG1408
 QG1408;                    North         East     Units Scale Factor Converg.
 QG1408;SPC ME E     -   194,992.523   306,102.494   MT  0.99990046   +0 03 20.0
 QG1408;UTM  19      - 5,029,944.845   545,218.256   MT  0.99962514   +0 24 42.1
 QG1408
 QG1408                          SUPERSEDED SURVEY CONTROL
 QG1408
 QG1408  NAD 83(1992)-  45 25 17.62414(N)    068 25 19.27557(W) AD(       ) 4
 QG1408  NAD 83(1986)-  45 25 17.63070(N)    068 25 19.28257(W) AD(       ) 4
 QG1408  NAD 27      -  45 25 17.42035(N)    068 25 21.18860(W) AD(       ) 3
 QG1408
 QG1408.Superseded values are not recommended for survey control.
 QG1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1408.See file dsdata.txt to determine how the superseded data were derived.
 QG1408
 QG1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL4521829945(NAD 83)
 QG1408_MARKER: 45 = MICROWAVE TOWER
 QG1408
 QG1408  HISTORY     - Date     Condition        Report By
 QG1408  HISTORY     - 1975     FIRST OBSERVED   NGS
 QG1408
 QG1408                          STATION DESCRIPTION
 QG1408
 QG1408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 QG1408'THE STATION IS A MICROWAVE TOWER LOCATED ON BAGLEY MT. ABOUT 2
 QG1408'MILES EAST OF NORTH LINCOLN, 5-1/2 MILES NORTHEAST OF LINCOLN
 QG1408'AND 7 MILES SOUTH-SOUTHWEST OF MATTAWAMKEAG.
 QG1408'
 QG1408'THE POINT INTERSECTED WAS THE TOP CENTER OF THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0140 ***********************************************************************
 OC0140  DESIGNATION -  BAIL
 OC0140  PID         -  OC0140
 OC0140  STATE/COUNTY-  ME/CUMBERLAND
 OC0140  USGS QUAD   -  SOUTH HARPSWELL (1975)
 OC0140
 OC0140                         *CURRENT SURVEY CONTROL
 OC0140  ___________________________________________________________________
 OC0140* NAD 83(1996)-  43 43 02.52178(N)    070 00 22.64693(W)     ADJUSTED  
 OC0140* NAVD 88     -         7.662  (meters)      25.14   (feet)  ADJUSTED  
 OC0140  ___________________________________________________________________
 OC0140  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 OC0140  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 OC0140  DYNAMIC HT  -           7.661 (meters)      25.13  (feet)  COMP
 OC0140  MODELED GRAV-     980,520.0   (mgal)                       NAVD 88
 OC0140
 OC0140  HORZ ORDER  -  SECOND
 OC0140  VERT ORDER  -  SECOND    CLASS 0
 OC0140
 OC0140.The horizontal coordinates were established by classical geodetic methods
 OC0140.and adjusted by the National Geodetic Survey in March 1998..
 OC0140
 OC0140.The orthometric height was determined by differential leveling
 OC0140.and adjusted by the National Geodetic Survey in June 1991..
 OC0140
 OC0140.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC0140
 OC0140.The geoid height was determined by GEOID03.
 OC0140
 OC0140.The dynamic height is computed by dividing the NAVD 88
 OC0140.geopotential number by the normal gravity value computed on the
 OC0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0140.degrees latitude (g = 980.6199 gals.).
 OC0140
 OC0140.The modeled gravity was interpolated from observed gravity values.
 OC0140
 OC0140;                    North         East     Units Scale Factor Converg.
 OC0140;SPC ME W     -    98,223.709   912,923.611   MT  0.99996872   +0 06 39.0
 OC0140;UTM  19      - 4,840,974.191   418,939.338   MT  0.99968082   -0 41 43.8
 OC0140
 OC0140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC0140!SPC ME W     -   1.00000285  x   0.99996872  =   0.99997157
 OC0140!UTM  19      -   1.00000285  x   0.99968082  =   0.99968367
 OC0140
 OC0140                          SUPERSEDED SURVEY CONTROL
 OC0140
 OC0140  NAD 83(1992)-  43 43 02.51959(N)    070 00 22.64702(W) AD(       ) 2
 OC0140  NAD 83(1986)-  43 43 02.52539(N)    070 00 22.65243(W) AD(       ) 2
 OC0140  NAD 27      -  43 43 02.22400(N)    070 00 24.48300(W) AD(       ) 2
 OC0140  NGVD 29 (??/??/92)    7.857  (m)           25.78   (f) ADJ UNCH    2 0
 OC0140
 OC0140.Superseded values are not recommended for survey control.
 OC0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0140.See file dsdata.txt to determine how the superseded data were derived.
 OC0140
 OC0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ1893940974(NAD 83)
 OC0140_MARKER: DS = TRIANGULATION STATION DISK
 OC0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OC0140_STAMPING: BAIL 1943
 OC0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC0140+STABILITY: SURFACE MOTION
 OC0140
 OC0140  HISTORY     - Date     Condition        Report By
 OC0140  HISTORY     - 1943     MONUMENTED       CGS
 OC0140  HISTORY     - 1943     GOOD             CGS
 OC0140
 OC0140                          STATION DESCRIPTION
 OC0140
 OC0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 OC0140'THE STATION IS LOCATED ON THE S END OF BAILEY ISLAND, ABOUT
 OC0140'15 FT. N OF THE CLIFF.  THERE WERE NO REFERENCE MARKS
 OC0140'ESTABLISHED.  IT IS A STANDARD STATION DISK, STAMPED BAIL 1943
 OC0140'
 OC0140'THIS IS A TRAVERSE STATION.
 OC0140'
 OC0140'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 OC0140
 OC0140                          STATION RECOVERY (1943)
 OC0140
 OC0140'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 OC0140'3.4 MI SW FROM ORRS ISLAND.
 OC0140'3.4 MILES SOUTHWEST ALONG STATE HIGHWAY 24 FROM THE POST OFFICE
 OC0140'AT ORRS ISLAND, CUMBERLAND COUNTY, THENCE 0.3 MILE SOUTHWEST
 OC0140'ALONG A DIRT ROAD, 0.1 MILE SOUTHWEST OF A CONCRETE LOOKOUT
 OC0140'TOWER, ON THE SOUTHWEST END OF BAILEY ISLAND, 119 FEET SOUTH OF
 OC0140'A SMALL LOOKOUT BUILDING, 43 FEET SOUTH OF THE CENTER OF A LARGE
 OC0140'GUN SET IN CONCRETE, AND 9 FEET NORTH OF THE SOUTH SHORELINE.
 OC0140'A STANDARD TRIANGULATION-STATION DISK, STAMPED BAIL 1943 AND SET
 OC0140'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1450 ***********************************************************************
 OC1450  DESIGNATION -  BAILEY
 OC1450  PID         -  OC1450
 OC1450  STATE/COUNTY-  ME/CUMBERLAND
 OC1450  USGS QUAD   -  FREEPORT (1970)
 OC1450
 OC1450                         *CURRENT SURVEY CONTROL
 OC1450  ___________________________________________________________________
 OC1450* NAD 83(1996)-  43 45 57.49731(N)    070 00 49.64719(W)     ADJUSTED  
 OC1450* NAVD 88     -        46.     (meters)     151.     (feet)  SCALED    
 OC1450  ___________________________________________________________________
 OC1450  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 OC1450  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 OC1450
 OC1450  HORZ ORDER  -  SECOND
 OC1450
 OC1450.The horizontal coordinates were established by classical geodetic methods
 OC1450.and adjusted by the National Geodetic Survey in March 1998..
 OC1450
 OC1450.The orthometric height was scaled from a topographic map.
 OC1450
 OC1450.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1450
 OC1450.The geoid height was determined by GEOID03.
 OC1450
 OC1450;                    North         East     Units Scale Factor Converg.
 OC1450;SPC ME W     -   103,622.677   912,309.268   MT  0.99996853   +0 06 20.7
 OC1450;UTM  19      - 4,846,379.720   418,401.222   MT  0.99968190   -0 42 04.7
 OC1450
 OC1450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1450!SPC ME W     -   0.99999688  x   0.99996853  =   0.99996541
 OC1450!UTM  19      -   0.99999688  x   0.99968190  =   0.99967878
 OC1450
 OC1450|---------------------------------------------------------------------|
 OC1450| PID    Reference Object                     Distance      Geod. Az  |
 OC1450|                                                           dddmmss.s |
 OC1450| CE7201 BAILEY RM 1                          14.130 METERS 03525     |
 OC1450| OB0501 WEST BATH STANDPIPE                 APPROX.21.5 KM 0392200.4 |
 OC1450| OC1453 HARPSWELL BAPTIST CHURCH SPIRE      159.648 METERS 08453     |
 OC1450| OC1513 BRADBURY 2                          APPROX.20.3 KM 3181445.5 |
 OC1450| CE7202 BAILEY RM 2                          23.395 METERS 33342     |
 OC1450|---------------------------------------------------------------------|
 OC1450
 OC1450                          SUPERSEDED SURVEY CONTROL
 OC1450
 OC1450  NAD 83(1992)-  43 45 57.49536(N)    070 00 49.64711(W) AD(       ) 2
 OC1450  NAD 83(1986)-  43 45 57.50121(N)    070 00 49.65242(W) AD(       ) 2
 OC1450  NAD 27      -  43 45 57.20300(N)    070 00 51.48100(W) AD(       ) 2
 OC1450
 OC1450.Superseded values are not recommended for survey control.
 OC1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1450.See file dsdata.txt to determine how the superseded data were derived.
 OC1450
 OC1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ1840146380(NAD 83)
 OC1450_MARKER: DS = TRIANGULATION STATION DISK
 OC1450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC1450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OC1450+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2004
 OC1450
 OC1450  HISTORY     - Date     Condition        Report By
 OC1450  HISTORY     - 1933     MONUMENTED       CGS
 OC1450  HISTORY     - 1941     GOOD             CGS
 OC1450  HISTORY     - 1943     GOOD             CGS
 OC1450  HISTORY     - 1979     GOOD             LOCENG
 OC1450  HISTORY     - 20040729 GOOD             USPSQD
 OC1450
 OC1450                          STATION DESCRIPTION
 OC1450
 OC1450'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1450'THE STATION IS LOCATED CENTRALLY ON HARPSWELL NECK, ON PROPERTY
 OC1450'OWNED BY MR. FROST P. BAILEY, 1.85 MILES S OF ELIJAH KELLOG
 OC1450'CONGREGATIONAL CHURCH (WHICH IS C. AND G.S. TRIANGULATION
 OC1450'STATION HARPSWELL CHURCH 1911), 0.1 MILE W OF STATE HIGHWAY 123,
 OC1450'APPROXIMATELY 1/4 MILE E OF THE N END OF BASIN COVE, 85 YARDS NW
 OC1450'OF NW CORNER OF MR. BAILEYS HOUSE AND 85 YARDS NNE OF THE
 OC1450'STONEWALL WHICH FORMS THE BOUNDARY BETWEEN THE BAILEY PROPERTY
 OC1450'AND THE PROPERTY TO THE S.
 OC1450'
 OC1450'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 OC1450'CONCRETE.
 OC1450'
 OC1450'REFERENCE MARK NO. 1 IS IN THE SE FENCE CORNER OF A CEMETERY
 OC1450'WHICH LIES N OF THE STATION AND 12.09 METERS SE OF THE SE CORNER
 OC1450'OF A LARGE TOMBSTONE INSCRIBED WITH THE WORD PINKHAM.
 OC1450'
 OC1450'REFERENCE MARK NO. 2 IS ON THE S FENCE LINE OF THE CEMETERY
 OC1450'AND 13.22 METERS SW OF THE SAME CORNER OF THE SAME TOMBSTONE AS
 OC1450'REFERENCE MARK NO. 1.
 OC1450'
 OC1450'THE STATION MAY BE REACHED BY BOAT FROM HARPSWELL SOUND OR BY
 OC1450'AUTO BY HIGHWAY 123 FROM BRUNSWICK.
 OC1450'
 OC1450'HEIGHT OF SIGNAL ABOVE STATION MARK - 11 METERS.
 OC1450
 OC1450                          STATION RECOVERY (1941)
 OC1450
 OC1450'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FLP)
 OC1450'STATION RECOVERED AS DESCRIBED IN 1933.
 OC1450
 OC1450                          STATION RECOVERY (1943)
 OC1450
 OC1450'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 OC1450'RECOVERED AS DESCRIBED EXCEPT FOR THE FOLLOWING DISCREPANCIES--
 OC1450'
 OC1450'STATION IS 2.90 MILES S OF ELIJAH KELLOG CONGREGATIONAL CHURCH
 OC1450'INSTEAD OF 1.85 MILES.
 OC1450'
 OC1450'REFERENCE MARK 1 IS 12.08 METERS SE OF THE SE CORNER OF
 OC1450'TOMBSTONE INSCRIBED PINKHAM.
 OC1450'
 OC1450'REFERENCE MARK 2 IS 13.20 METERS SW OF THE SAME CORNER OF THE
 OC1450'SAME TOMBSTONE.
 OC1450'
 OC1450'STATION TO REFERENCE MARK 1 IS 46.37 FEET OR 14.133 METERS.
 OC1450'
 OC1450'STATION TO REFERENCE MARK 2 IS 76.73 FEET OR 23.386 METERS.
 OC1450'
 OC1450'REFERENCE MARK 1 TO REFERENCE MARK 2 IS 68.29 FEET OR 20.813
 OC1450'METERS.
 OC1450
 OC1450                          STATION RECOVERY (1979)
 OC1450
 OC1450'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979 (DAM)
 OC1450'STATION RECOVERED BY WHITMAN AND HOWARD, INC.
 OC1450'
 OC1450'BAILEY GOOD
 OC1450'
 OC1450'DESCRIPTION IS ADEQUATE.
 OC1450
 OC1450                          STATION RECOVERY (2004)
 OC1450
 OC1450'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMW)
 OC1450'FROM THE JCT. OF RTS. 24 AND 123 IN BRUNSWICK, GO SOUTH ON 123 ABOUT
 OC1450'11.3 MILES TO THE WEST HARPSWELL CHURCH ON THE RIGHT. NEXT TO THE N
 OC1450'SIDE OF THR CHURCH A DIRT DRIVE GOES BACK 0.1 MILE TO A LEFT DRIVE. GO
 OC1450'TO THE POINT WHERE IT TURNS RIGHT AND STOP. THE MONUMENT IS TO YOUR
 OC1450'RIGHT.THE FENCE IS GONE. THE STATION IS 74 FEET SSE OF THE MONUMENT. A
 OC1450'WHITE WOODEN POST IS JUST BEYOND. RM1 IS 39 FEET SE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1084 ***********************************************************************
 PF1084  DESIGNATION -  BAILEY
 PF1084  PID         -  PF1084
 PF1084  STATE/COUNTY-  ME/ANDROSCOGGIN
 PF1084  USGS QUAD   -  MINOT (1981)
 PF1084
 PF1084                         *CURRENT SURVEY CONTROL
 PF1084  ___________________________________________________________________
 PF1084* NAD 83(1996)-  44 03 49.09573(N)    070 21 47.88697(W)     ADJUSTED  
 PF1084* NAVD 88     -       161.5    (meters)     530.     (feet)  VERTCON   
 PF1084  ___________________________________________________________________
 PF1084  LAPLACE CORR-           3.29  (seconds)                    DEFLEC99
 PF1084  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 PF1084
 PF1084  HORZ ORDER  -  FIRST
 PF1084
 PF1084.The horizontal coordinates were established by classical geodetic methods
 PF1084.and adjusted by the National Geodetic Survey in March 1998..
 PF1084
 PF1084.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF1084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF1084
 PF1084.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1084
 PF1084.The geoid height was determined by GEOID03.
 PF1084
 PF1084;                    North         East     Units Scale Factor Converg.
 PF1084;SPC ME W     -   136,702.883   884,246.025   MT  0.99996972   -0 08 12.3
 PF1084;UTM  19      - 4,879,844.451   390,815.020   MT  0.99974662   -0 56 53.6
 PF1084
 PF1084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1084!SPC ME W     -   0.99997883  x   0.99996972  =   0.99994856
 PF1084!UTM  19      -   0.99997883  x   0.99974662  =   0.99972546
 PF1084
 PF1084:                Primary Azimuth Mark                     Grid Az
 PF1084:SPC ME W     -  HIGH                                     003 15 37.7
 PF1084:UTM  19      -  HIGH                                     004 04 19.0
 PF1084
 PF1084|---------------------------------------------------------------------|
 PF1084| PID    Reference Object                     Distance      Geod. Az  |
 PF1084|                                                           dddmmss.s |
 PF1084| PF1076 HIGH                                APPROX. 9.3 KM 0030725.4 |
 PF1084| PF1071 AUBURN RADIO STA WWAV MAST          APPROX. 9.9 KM 0700852.6 |
 PF1084| PF1068 LEWISTON ST PATRICKS CATH CH        APPROX.12.6 KM 0735804.0 |
 PF1084| CE7753 BAILEY RM 1                          26.933 METERS 07652     |
 PF1084| PF1069 AUBURN MUN STANDPIPE                APPROX.11.0 KM 0863716.1 |
 PF1084| PF1078 APT BCN AUBURN LEWISTON APT         APPROX. 6.7 KM 1075050.5 |
 PF1084| PF1083 POLAND SPRING STANDPIPE             APPROX. 4.3 KM 1760519.3 |
 PF1084| CE7754 BAILEY RM 2                          28.315 METERS 26505     |
 PF1084|---------------------------------------------------------------------|
 PF1084
 PF1084                          SUPERSEDED SURVEY CONTROL
 PF1084
 PF1084  NAD 83(1992)-  44 03 49.09479(N)    070 21 47.88691(W) AD(       ) 1
 PF1084  NAD 83(1986)-  44 03 49.10122(N)    070 21 47.89110(W) AD(       ) 1
 PF1084  NAD 27      -  44 03 48.83857(N)    070 21 49.68614(W) AD(       ) 1
 PF1084  NGVD 29 (07/19/86)  161.7    (m)          531.     (f) VERT ANG       
 PF1084
 PF1084.Superseded values are not recommended for survey control.
 PF1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1084.See file dsdata.txt to determine how the superseded data were derived.
 PF1084
 PF1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9081579844(NAD 83)
 PF1084_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PF1084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PF1084_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PF1084
 PF1084  HISTORY     - Date     Condition        Report By
 PF1084  HISTORY     - 1977     MONUMENTED       NGS
 PF1084
 PF1084                          STATION DESCRIPTION
 PF1084
 PF1084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (ALB)
 PF1084'THE STATION IS ABOUT 1.5 MILES EAST-NORTHEAST OF POLAND, 4
 PF1084'MILES SOUTH-SOUTHEAST OF MECHANIC FALLS, 7 MILES SOUTHWEST OF
 PF1084'AUBURN AND IS ON PROPERTY OWNED BY ALDEN LACLAIRE, POLAND,
 PF1084'MAINE. TELEPHONE NUMBER 998-4838.
 PF1084'
 PF1084'TO REACH THE STATION FROM THE POST OFFICE IN POLAND, GO
 PF1084'NORTHWEST ON STATE HIGHWAY 26 FOR ABOUT 200 FEET TO A SIDE ROAD
 PF1084'RIGHT. TURN RIGHT AND GO NORTHEAST ON HARRIS HILL ROAD FOR 0.35
 PF1084'MILE TO A SIDE ROAD RIGHT, JUST AFTER CROSSING A BRIDGE. TURN
 PF1084'RIGHT AND GO EASTERLY ON A PAVED ROAD FOR 0.35 MILE TO A SIDE
 PF1084'ROAD LEFT. TURN LEFT AND GO UPHILL ON A PAVED ROAD FOR 0.25
 PF1084'MILE TO THE END OF PAVEMENT, CONTINUE NORTHEASTERLY FOR 0.9
 PF1084'MILE TO THE STATION ON THE RIGHT, JUST BEFORE REACHING A
 PF1084'CROSSROAD.
 PF1084'
 PF1084'STATION MARKS, STAMPED---BAILEY 1976---, ARE STANDARD DISKS.
 PF1084'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 PF1084'CONRETE MONUMENT THAT IS FLUSH WITH THE GROUND. IT IS 20 FEET
 PF1084'SOUTH OF A METAL WITNESS POST, 41 FEET SOUTH
 PF1084'OF THE APPROXIMATE CENTER OF A TRACK ROAD AND 64 FEET SOUTH-
 PF1084'SOUTHEAST OF A POWERLINE POLE NUMBERED 02.
 PF1084'
 PF1084'REFERENCE MARK 1, STAMPED---BAILEY NO 1 1976---, IS A STANDARD
 PF1084'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 PF1084'THAT IS 2 INCHES BELOW THE GROUND. IT IS 32 FEET SOUTH
 PF1084'OF THE APPROXIMATE CENTER OF THE GRAVEL ROAD, 76 FEET
 PF1084'SOUTHWEST OF THE CENTER OF A GATE AND IS ABOUT 1 FOOT LOWER
 PF1084'THAN THE STATION.
 PF1084'
 PF1084'REFERENCE MARK 2, STAMPED---BAILEY NO 2 1976---, IS A STANDARD
 PF1084'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 PF1084'THAT IS ABOUT 2 INCHES BELOW THE GROUND. IT IS 1.6 FEET SOUTH
 PF1084'OF A METAL WITNESS POST, 38 FEET SOUTH OF THE APPROXIMATE
 PF1084'CENTER OF THE GRAVEL ROAD,
 PF1084'67 FEET SOUTH-SOUTHWEST OF A 8-INCH PINE TREE ACROSS THE ROAD
 PF1084'AND IS ABOUT 2 FEET LOWER THAN THE STATION.
 PF1084'
 PF1084'THERE WAS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 PF1084'
 PF1084'HEIGHT OF LIGHT ABOVE THE MARK WAS 26.5 METERS.
 PF1084'
 PF1084'DESCRIBED BY G.E. NELSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0921 ***********************************************************************
 QF0921  DESIGNATION -  BAILEY
 QF0921  PID         -  QF0921
 QF0921  STATE/COUNTY-  ME/WASHINGTON
 QF0921  USGS QUAD   -  CALAIS (1977)
 QF0921
 QF0921                         *CURRENT SURVEY CONTROL
 QF0921  ___________________________________________________________________
 QF0921* NAD 83(1996)-  45 08 20.59420(N)    067 22 03.91982(W)     ADJUSTED  
 QF0921* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 QF0921  ___________________________________________________________________
 QF0921  LAPLACE CORR-           4.06  (seconds)                    DEFLEC99
 QF0921  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 QF0921
 QF0921  HORZ ORDER  -  THIRD
 QF0921
 QF0921.The horizontal coordinates were established by classical geodetic methods
 QF0921.and adjusted by the National Geodetic Survey in March 1998..
 QF0921
 QF0921.The orthometric height was scaled from a topographic map.
 QF0921
 QF0921.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0921
 QF0921.The geoid height was determined by GEOID03.
 QF0921
 QF0921;                    North         East     Units Scale Factor Converg.
 QF0921;SPC ME E     -   164,219.184   389,048.770   MT  0.99999747   +0 48 09.4
 QF0921;UTM  19      - 4,999,693.617   628,334.227   MT  0.99980251   +1 09 25.7
 QF0921
 QF0921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0921!SPC ME E     -   1.00000135  x   0.99999747  =   0.99999882
 QF0921!UTM  19      -   1.00000135  x   0.99980251  =   0.99980386
 QF0921
 QF0921|---------------------------------------------------------------------|
 QF0921| PID    Reference Object                     Distance      Geod. Az  |
 QF0921|                                                           dddmmss.s |
 QF0921| QF0896 REFERENCE MON 199                   161.853 METERS 07616     |
 QF0921| QF0897 MIDRIP                              113.266 METERS 10109     |
 QF0921| CE8799 BAILEY RM 1                           2.423 METERS 14918     |
 QF0921| QF0902 BASE IBC 1909                       213.992 METERS 20659     |
 QF0921| QF0922 REFERENCE MON 200                     0.424 METERS 21039     |
 QF0921| QF0907 SMITH                               317.173 METERS 23101     |
 QF0921| QF0761 RIPS IBC 1946                       330.142 METERS 24315     |
 QF0921| QF0908 Y IBC 1909                          297.601 METERS 25136     |
 QF0921| QF0900 THRIP                                98.536 METERS 28809     |
 QF0921| QF0901 SECRIP                              168.653 METERS 32610     |
 QF0921|---------------------------------------------------------------------|
 QF0921
 QF0921                          SUPERSEDED SURVEY CONTROL
 QF0921
 QF0921  NAD 83(1992)-  45 08 20.58908(N)    067 22 03.91824(W) AD(       ) 3
 QF0921  NAD 83(1986)-  45 08 20.59132(N)    067 22 03.92361(W) AD(       ) 3
 QF0921  NAD 27      -  45 08 20.32100(N)    067 22 05.95200(W) AD(       ) 3
 QF0921
 QF0921.Superseded values are not recommended for survey control.
 QF0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0921.See file dsdata.txt to determine how the superseded data were derived.
 QF0921
 QF0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK2833499694(NAD 83)
 QF0921_MARKER: DH = HORIZONTAL CONTROL DISK
 QF0921_SETTING: 80 = SET IN A BOULDER
 QF0921_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF0921
 QF0921  HISTORY     - Date     Condition        Report By
 QF0921  HISTORY     - 1909     MONUMENTED       IBC
 QF0921
 QF0921                          STATION DESCRIPTION
 QF0921
 QF0921'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JEM)
 QF0921'ON THE W BANK OF THE ST CROIX RIVER, 2-1/8 MILES BELOW THE WOODLAND
 QF0921'DAM.  STATION IS ABREAST OF AN INDENTATION IN THE SHORELINE ABOUT
 QF0921'MIDWAY BETWEEN THE TWO LARGE ISLANDS AT THE HEAD AND ROOT OF THE
 QF0921'RIPS.  IT IS ABOUT 30 METERS FROM THE RIVER, AT AN ELEVATION OF
 QF0921'ABOUT 6 METERS ABOVE THE WATER.
 QF0921'
 QF0921'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE IN 6 - FOOT SQUARE
 QF0921'BOULDER 2-1/2 FEET HIGH.  REFERENCE MONUMENT 200 IS SET IN THE SAME
 QF0921'BOULDER, DISTANT 1.36 FEET.  A CROSS WITHIN A TRIANGLE CUT ON A ROCK
 QF0921'BEARS S 30 DEGREES 42 MINUTES E, 7.95 FEET FROM THE STATION.  ONLY
 QF0921'SHAFT OF THE TABLET REMAINED IN 1946, IN THE DRILL HOLE IN THE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0138 ***********************************************************************
 OC0138  DESIGNATION -  BAILEY ID 168
 OC0138  PID         -  OC0138
 OC0138  STATE/COUNTY-  ME/CUMBERLAND
 OC0138  USGS QUAD   -  SOUTH HARPSWELL (1975)
 OC0138
 OC0138                         *CURRENT SURVEY CONTROL
 OC0138  ___________________________________________________________________
 OC0138* NAD 83(1996)-  43 43 07.43698(N)    070 00 19.36822(W)     ADJUSTED  
 OC0138* NAVD 88     -        20.326  (meters)      66.69   (feet)  ADJUSTED  
 OC0138  ___________________________________________________________________
 OC0138  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 OC0138  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 OC0138  DYNAMIC HT  -          20.324 (meters)      66.68  (feet)  COMP
 OC0138  MODELED GRAV-     980,520.1   (mgal)                       NAVD 88
 OC0138
 OC0138  HORZ ORDER  -  SECOND
 OC0138  VERT ORDER  -  SECOND    CLASS 0
 OC0138
 OC0138.The horizontal coordinates were established by classical geodetic methods
 OC0138.and adjusted by the National Geodetic Survey in March 1998..
 OC0138
 OC0138.The orthometric height was determined by differential leveling
 OC0138.and adjusted by the National Geodetic Survey in June 1991..
 OC0138
 OC0138.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC0138
 OC0138.The geoid height was determined by GEOID03.
 OC0138
 OC0138.The dynamic height is computed by dividing the NAVD 88
 OC0138.geopotential number by the normal gravity value computed on the
 OC0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0138.degrees latitude (g = 980.6199 gals.).
 OC0138
 OC0138.The modeled gravity was interpolated from observed gravity values.
 OC0138
 OC0138;                    North         East     Units Scale Factor Converg.
 OC0138;SPC ME W     -    98,375.544   912,996.707   MT  0.99996874   +0 06 41.3
 OC0138;UTM  19      - 4,841,124.939   419,014.542   MT  0.99968067   -0 41 41.5
 OC0138
 OC0138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC0138!SPC ME W     -   1.00000087  x   0.99996874  =   0.99996961
 OC0138!UTM  19      -   1.00000087  x   0.99968067  =   0.99968154
 OC0138
 OC0138|---------------------------------------------------------------------|
 OC0138| PID    Reference Object                     Distance      Geod. Az  |
 OC0138|                                                           dddmmss.s |
 OC0138| CE7203 BAILEY ID 168 RM 1                   25.953 METERS 08614     |
 OC0138| OB0478 FULLER RICK LIGHTHOUSE              APPROX.14.1 KM 1002051.7 |
 OC0138| OC1554 BAILEY ISLAND SE FCT 1943            73.901 METERS 16420     |
 OC0138| CE7204 BAILEY ID 168 RM 2                   22.577 METERS 18643     |
 OC0138| OC0140 BAIL                                168.519 METERS 20549     |
 OC0138| OC1527 MARK IS STONE BEACON                APPROX. 2.4 KM 2425709.6 |
 OC0138| OC1525 BAILEY ISLAND NW FCT 1943             5.501 METERS 35521     |
 OC0138|---------------------------------------------------------------------|
 OC0138
 OC0138                          SUPERSEDED SURVEY CONTROL
 OC0138
 OC0138  NAD 83(1992)-  43 43 07.43479(N)    070 00 19.36831(W) AD(       ) 2
 OC0138  NAD 83(1986)-  43 43 07.44057(N)    070 00 19.37374(W) AD(       ) 2
 OC0138  NAD 27      -  43 43 07.13900(N)    070 00 21.20400(W) AD(       ) 2
 OC0138  NGVD 29 (??/??/92)   20.521  (m)           67.33   (f) ADJ UNCH    2 0
 OC0138
 OC0138.Superseded values are not recommended for survey control.
 OC0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0138.See file dsdata.txt to determine how the superseded data were derived.
 OC0138
 OC0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ1901541125(NAD 83)
 OC0138_MARKER: DS = TRIANGULATION STATION DISK
 OC0138_SETTING: 66 = SET IN ROCK OUTCROP
 OC0138_SP_SET: BEDROCK
 OC0138_STAMPING: BAILEY ID 168 1941
 OC0138_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC0138+STABILITY: POSITION/ELEVATION WELL
 OC0138
 OC0138  HISTORY     - Date     Condition        Report By
 OC0138  HISTORY     - 1941     MONUMENTED       CGS
 OC0138  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OC0138  HISTORY     - 1943     GOOD             NGS
 OC0138  HISTORY     - 1957     SEE DESCRIPTION  USGS
 OC0138
 OC0138                          STATION DESCRIPTION
 OC0138
 OC0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC0138'STATION IS LOCATED ON THE S EDGE OF BAILEY ISLAND, ABOUT 0.1
 OC0138'MI. N OF THE S EDGE OF THE ISLAND, ABOUT 500 FT. SW OF THE
 OC0138'HOMESTEAD COTTAGE AND RESTAURANT.  TO REACH FROM BRUNSWICK,
 OC0138'FOLLOW STATE HIGHWAY 24 S TO ABOUT 0.2 MI. BEFORE REACHING
 OC0138'THE END OF THE ROAD AND HOMESTEAD COTTAGE, TURN RIGHT AND PASS
 OC0138'BETWEEN HOMESTEAD COTTAGE AND RESTAURANT AND FOLLOW THE DIM
 OC0138'ROAD THROUGH THE TREES FOR ABOUT 500 FT., THE STATION IS IN THE
 OC0138'CENTER OF THE DIM ROAD SET IN BEDROCK.  IT IS A STANDARD DISK,
 OC0138'STAMPED BAILEY ID 168 1941 AND SET IN OUTCROPPING BEDROCK.
 OC0138'
 OC0138'REFERENCE MARK 1 IS A STANDARD REFERENCE-MARK DISK, STAMPED
 OC0138'BAILEY ID 168 NO 1 1941 AND SET IN A CONCRETE BLOCK PROJECTING
 OC0138'ABOUT 6 IN. ABOVE GROUND.  IT IS E OF THE STATION.
 OC0138'
 OC0138'REFERENCE MARK 2 IS A STANDARD REFERENCE-MARK DISK, STAMPED
 OC0138'BAILEY ID NO 2 1941 AND SET IN A CONCRETE BLOCK PROJECTING
 OC0138'ABOUT 4 IN. ABOVE GROUND.  IT IS S OF THE STATION.
 OC0138
 OC0138                          STATION RECOVERY (1943)
 OC0138
 OC0138'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 OC0138'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 OC0138'CONDITION.  ORIGINAL DESCRIPTION SUBMITTED BY P.L.B. IN 1941
 OC0138'IS ADEQUATE.  REFERENCE MARK 2 HAS BEEN DESTROYED BY ARMY
 OC0138'CONSTRUCTION.
 OC0138
 OC0138                          STATION RECOVERY (1943)
 OC0138
 OC0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 OC0138'3.4 MI SW FROM ORRS ISLAND.
 OC0138'3.4 MILES SOUTHWEST ALONG STATE HIGHWAY 24 FROM THE POST OFFICE
 OC0138'AT ORRS ISLAND, CUMBERLAND COUNTY, THENCE 0.2 MILE WEST ALONG A
 OC0138'DIRT ROAD, 0.1 MILE NORTHEAST OF THE SOUTHWEST END OF BAILEY
 OC0138'ISLAND, AT BATTERY E, 13 FEET WEST OF THE CENTER LINE OF THE
 OC0138'ROAD, 10 FEET SOUTH OF THE SOUTHEAST CORNER OF A CONCRETE
 OC0138'LOOKOUT TOWER, AND IN BEDROCK FLUSH WITH THE GROUND.  A STANDARD
 OC0138'TRIANGULATION-STATION DISK, STAMPED BAILEY ID 168 1941.
 OC0138
 OC0138                          STATION RECOVERY (1957)
 OC0138
 OC0138'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 OC0138'REFERENCE MARK 1 WAS FOUND.  IT WAS BELIEVED THE MAIN TABLET
 OC0138'WAS COVERED BY A NEW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0139 ***********************************************************************
 OC0139  DESIGNATION -  BAILEY ID 168 RM 1
 OC0139  PID         -  OC0139
 OC0139  STATE/COUNTY-  ME/CUMBERLAND
 OC0139  USGS QUAD   -  SOUTH HARPSWELL (1975)
 OC0139
 OC0139                         *CURRENT SURVEY CONTROL
 OC0139  ___________________________________________________________________
 OC0139* NAD 83(1986)-  43 43 07.     (N)    070 00 19.     (W)     SCALED    
 OC0139* NAVD 88     -        20.078  (meters)      65.87   (feet)  ADJUSTED  
 OC0139  ___________________________________________________________________
 OC0139  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 OC0139  DYNAMIC HT  -          20.076 (meters)      65.87  (feet)  COMP
 OC0139  MODELED GRAV-     980,520.1   (mgal)                       NAVD 88
 OC0139
 OC0139  VERT ORDER  -  SECOND    CLASS 0
 OC0139
 OC0139.The horizontal coordinates were scaled from a topographic map and have
 OC0139.an estimated accuracy of +/- 6 seconds.
 OC0139
 OC0139.The orthometric height was determined by differential leveling
 OC0139.and adjusted by the National Geodetic Survey in June 1991..
 OC0139
 OC0139.The geoid height was determined by GEOID03.
 OC0139
 OC0139.The dynamic height is computed by dividing the NAVD 88
 OC0139.geopotential number by the normal gravity value computed on the
 OC0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0139.degrees latitude (g = 980.6199 gals.).
 OC0139
 OC0139.The modeled gravity was interpolated from observed gravity values.
 OC0139
 OC0139;                    North         East    Units  Estimated Accuracy
 OC0139;SPC ME W     -    98,360.      913,010.      MT  (+/- 180 meters Scaled)
 OC0139
 OC0139                          SUPERSEDED SURVEY CONTROL
 OC0139
 OC0139  NGVD 29 (??/??/92)   20.273  (m)           66.51   (f) ADJ UNCH    2 0
 OC0139
 OC0139.Superseded values are not recommended for survey control.
 OC0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0139.See file dsdata.txt to determine how the superseded data were derived.
 OC0139
 OC0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ190411(NAD 83)
 OC0139_MARKER: DR = REFERENCE MARK DISK
 OC0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OC0139_STAMPING: BAILEY ID 168 NO 1 1941
 OC0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC0139+STABILITY: SURFACE MOTION
 OC0139
 OC0139  HISTORY     - Date     Condition        Report By
 OC0139  HISTORY     - 1941     MONUMENTED       CGS
 OC0139  HISTORY     - 1943     GOOD             NGS
 OC0139
 OC0139                          STATION DESCRIPTION
 OC0139
 OC0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 OC0139'3.4 MI SW FROM ORRS ISLAND.
 OC0139'85.3 FEET EAST OF TRIANGULATION STATION BAILEY ID. 168 DESCRIBED
 OC0139'ABOVE, AT BATTERY E, 77 FEET EAST OF THE NORTHEAST CORNER OF A
 OC0139'CONCRETE LOOKOUT TOWER, AND 16.4 FEET WEST OF THE NORTHWEST
 OC0139'CORNER OF THE CABIN IN THE PINES BARRACK.  A STANDARD
 OC0139'REFERENCE-MARK DISK, STAMPED BAILEY ID 168 NO 1 1941 ANDSET IN
 OC0139'THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1555 ***********************************************************************
 OC1555  DESIGNATION -  BAILEY IS CHIM CEN GR ROOF HSE
 OC1555  PID         -  OC1555
 OC1555  STATE/COUNTY-  ME/CUMBERLAND
 OC1555  USGS QUAD   -  SOUTH HARPSWELL (1975)
 OC1555
 OC1555                         *CURRENT SURVEY CONTROL
 OC1555  ___________________________________________________________________
 OC1555* NAD 83(1996)-  43 43 03.49465(N)    070 00 13.58858(W)     ADJUSTED  
 OC1555* NAVD 88     -                                                        
 OC1555  ___________________________________________________________________
 OC1555  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 OC1555  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 OC1555
 OC1555  HORZ ORDER  -  THIRD
 OC1555
 OC1555.The horizontal coordinates were established by classical geodetic methods
 OC1555.and adjusted by the National Geodetic Survey in March 1998..
 OC1555
 OC1555
 OC1555.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1555
 OC1555.The geoid height was determined by GEOID03.
 OC1555
 OC1555;                    North         East     Units Scale Factor Converg.
 OC1555;SPC ME W     -    98,254.129   913,126.316   MT  0.99996879   +0 06 45.3
 OC1555;UTM  19      - 4,841,001.748   419,142.393   MT  0.99968042   -0 41 37.5
 OC1555
 OC1555                          SUPERSEDED SURVEY CONTROL
 OC1555
 OC1555  NAD 83(1992)-  43 43 03.49252(N)    070 00 13.58858(W) AD(       ) 4
 OC1555  NAD 83(1986)-  43 43 03.49843(N)    070 00 13.59397(W) AD(       ) 4
 OC1555  NAD 27      -  43 43 03.19400(N)    070 00 15.42400(W) AD(       ) 3
 OC1555
 OC1555.Superseded values are not recommended for survey control.
 OC1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1555.See file dsdata.txt to determine how the superseded data were derived.
 OC1555
 OC1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ1914241002(NAD 83)
 OC1555
 OC1555  HISTORY     - Date     Condition        Report By
 OC1555  HISTORY     - 1933     MONUMENTED       CGS
 OC1555  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OC1555
 OC1555                          STATION DESCRIPTION
 OC1555
 OC1555'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1555'THE HOUSE IS ON A TWO-STORY FRAME BUILDING IN A CLEARING
 OC1555'ON THE E SHORE OF THE EXTREME SOUTHERN POINT OF THE ISLAND.  IT IS
 OC1555'COVERED WITH GREEN SHINGLES.  THERE IS A WINDMILL BETWEEN THE
 OC1555'HOUSE AND THE EASTERN SHORE.
 OC1555
 OC1555                          STATION RECOVERY (1942)
 OC1555
 OC1555'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OC1555'RECOVERED AS DESCRIBED EXCEPT WINDMILL HAS BEEN REMOVED.
 OC1555'
 OC1555'THIS IS THE ONLY 2-STORY HOUSE AT THE S END OF BAILEY
 OC1555'ISLAND.  THE SIDES OF THE HOUSE ARE COVERED WITH BROWN
 OC1555'SHINGLES AND THE ROOF IS OF GREEN COMPOSITION SHINGLES.  HOUSE
 OC1555'IS TRIMMED IN WHITE AND PORCH PILLARS ARE OF STONE
 OC1555'AND MASONRY.  THERE ARE TWO DORMERS ON THE S SIDE OF THE UPPER
 OC1555'STORY.  THE CHIMNEY LIES MIDWAY BETWEEN THE GABLE ENDS AND THE
 OC1555'S FACE OF THE CHIMNEY IS AT THE TOP OF THE GABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0622 ***********************************************************************
 OB0622  DESIGNATION -  BAILEY IS S END BUNGOLOW E GAB
 OB0622  PID         -  OB0622
 OB0622  STATE/COUNTY-  ME/CUMBERLAND
 OB0622  USGS QUAD   -  SOUTH HARPSWELL (1975)
 OB0622
 OB0622                         *CURRENT SURVEY CONTROL
 OB0622  ___________________________________________________________________
 OB0622* NAD 83(1996)-  43 43 09.49317(N)    069 59 59.62622(W)     ADJUSTED  
 OB0622* NAVD 88     -                                                        
 OB0622  ___________________________________________________________________
 OB0622  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 OB0622  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 OB0622
 OB0622  HORZ ORDER  -  THIRD
 OB0622
 OB0622.The horizontal coordinates were established by classical geodetic methods
 OB0622.and adjusted by the National Geodetic Survey in March 1998..
 OB0622
 OB0622
 OB0622.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0622
 OB0622.The geoid height was determined by GEOID03.
 OB0622
 OB0622;                    North         East     Units Scale Factor Converg.
 OB0622;SPC ME W     -    98,439.876   913,438.479   MT  0.99996889   +0 06 54.9
 OB0622;UTM  19      - 4,841,183.032   419,457.048   MT  0.99967979   -0 41 27.9
 OB0622
 OB0622                          SUPERSEDED SURVEY CONTROL
 OB0622
 OB0622  NAD 83(1992)-  43 43 09.49097(N)    069 59 59.62623(W) AD(       ) 4
 OB0622  NAD 83(1986)-  43 43 09.49685(N)    069 59 59.63160(W) AD(       ) 4
 OB0622  NAD 27      -  43 43 09.19000(N)    070 00 01.46000(W) AD(       ) 3
 OB0622
 OB0622.Superseded values are not recommended for survey control.
 OB0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0622.See file dsdata.txt to determine how the superseded data were derived.
 OB0622
 OB0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ1945741183(NAD 83)
 OB0622
 OB0622  HISTORY     - Date     Condition        Report By
 OB0622  HISTORY     - 1933     MONUMENTED       CGS
 OB0622  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0622
 OB0622                          STATION DESCRIPTION
 OB0622
 OB0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OB0622'THE HOUSE IS ON THE E SHORE OF BAILEY ISLAND NEAR THE
 OB0622'SOUTHERN END.  IT IS A SMALL, WHITE ONE-STORY BUILDING.  THE GABLE
 OB0622'HAS A PROMINENT FLAGPOLE ON IT.
 OB0622
 OB0622                          STATION RECOVERY (1942)
 OB0622
 OB0622'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OB0622'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION--
 OB0622'
 OB0622'HOUSE IS ABOUT 600 METERS NE OF THE MOST S POINT OF BAILEY
 OB0622'ISLAND.  IT IS ABOUT 300 METERS FROM A DEEP BIGHT ON THE E
 OB0622'SHORE OF THE ISLAND AND SET INSHORE FROM THE E SHORE ABOUT
 OB0622'100 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1525 ***********************************************************************
 OC1525  DESIGNATION -  BAILEY ISLAND NW FCT 1943
 OC1525  PID         -  OC1525
 OC1525  STATE/COUNTY-  ME/CUMBERLAND
 OC1525  USGS QUAD   -  SOUTH HARPSWELL (1975)
 OC1525
 OC1525                         *CURRENT SURVEY CONTROL
 OC1525  ___________________________________________________________________
 OC1525* NAD 83(1996)-  43 43 07.61463(N)    070 00 19.38813(W)     ADJUSTED  
 OC1525* NAVD 88     -        20.     (meters)      66.     (feet)  SCALED    
 OC1525  ___________________________________________________________________
 OC1525  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 OC1525  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 OC1525
 OC1525  HORZ ORDER  -  SECOND
 OC1525
 OC1525.The horizontal coordinates were established by classical geodetic methods
 OC1525.and adjusted by the National Geodetic Survey in March 1998..
 OC1525
 OC1525.The orthometric height was scaled from a topographic map.
 OC1525
 OC1525.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1525
 OC1525.The geoid height was determined by GEOID03.
 OC1525
 OC1525;                    North         East     Units Scale Factor Converg.
 OC1525;SPC ME W     -    98,381.026   912,996.251   MT  0.99996874   +0 06 41.3
 OC1525;UTM  19      - 4,841,130.425   419,014.163   MT  0.99968067   -0 41 41.6
 OC1525
 OC1525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1525!SPC ME W     -   1.00000095  x   0.99996874  =   0.99996969
 OC1525!UTM  19      -   1.00000095  x   0.99968067  =   0.99968162
 OC1525
 OC1525                          SUPERSEDED SURVEY CONTROL
 OC1525
 OC1525  NAD 83(1992)-  43 43 07.61244(N)    070 00 19.38822(W) AD(       ) 2
 OC1525  NAD 83(1986)-  43 43 07.61822(N)    070 00 19.39365(W) AD(       ) 2
 OC1525  NAD 27      -  43 43 07.31700(N)    070 00 21.22400(W) AD(       ) 2
 OC1525
 OC1525.Superseded values are not recommended for survey control.
 OC1525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1525.See file dsdata.txt to determine how the superseded data were derived.
 OC1525
 OC1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ1901441130(NAD 83)
 OC1525_MARKER: B = BOLT
 OC1525_SETTING: 0 = UNSPECIFIED SETTING
 OC1525
 OC1525  HISTORY     - Date     Condition        Report By
 OC1525  HISTORY     - 1943     MONUMENTED       CGS
 OC1525  HISTORY     - 1979     GOOD             LOCENG
 OC1525
 OC1525                          STATION DESCRIPTION
 OC1525
 OC1525'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979 (DAM)
 OC1525'STATION RECOVERED BY WHITMAN AND HOWARD, INC.
 OC1525'
 OC1525'GOOD
 OC1525'
 OC1525'STATE GAME WARDEN FOR THE AREA HAS KEY TO THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1554 ***********************************************************************
 OC1554  DESIGNATION -  BAILEY ISLAND SE FCT 1943
 OC1554  PID         -  OC1554
 OC1554  STATE/COUNTY-  ME/CUMBERLAND
 OC1554  USGS QUAD   -  SOUTH HARPSWELL (1975)
 OC1554
 OC1554                         *CURRENT SURVEY CONTROL
 OC1554  ___________________________________________________________________
 OC1554* NAD 83(1996)-  43 43 05.13139(N)    070 00 18.47695(W)     ADJUSTED  
 OC1554* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 OC1554  ___________________________________________________________________
 OC1554  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 OC1554  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 OC1554
 OC1554  HORZ ORDER  -  SECOND
 OC1554
 OC1554.The horizontal coordinates were established by classical geodetic methods
 OC1554.and adjusted by the National Geodetic Survey in March 1998..
 OC1554
 OC1554.The orthometric height was scaled from a topographic map.
 OC1554
 OC1554.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1554
 OC1554.The geoid height was determined by GEOID03.
 OC1554
 OC1554;                    North         East     Units Scale Factor Converg.
 OC1554;SPC ME W     -    98,304.428   913,016.796   MT  0.99996875   +0 06 41.9
 OC1554;UTM  19      - 4,841,053.568   419,033.623   MT  0.99968063   -0 41 40.9
 OC1554
 OC1554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1554!SPC ME W     -   1.00000173  x   0.99996875  =   0.99997048
 OC1554!UTM  19      -   1.00000173  x   0.99968063  =   0.99968236
 OC1554
 OC1554                          SUPERSEDED SURVEY CONTROL
 OC1554
 OC1554  NAD 83(1992)-  43 43 05.12919(N)    070 00 18.47703(W) AD(       ) 2
 OC1554  NAD 83(1986)-  43 43 05.13499(N)    070 00 18.48247(W) AD(       ) 2
 OC1554  NAD 27      -  43 43 04.83400(N)    070 00 20.31300(W) AD(       ) 2
 OC1554
 OC1554.Superseded values are not recommended for survey control.
 OC1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1554.See file dsdata.txt to determine how the superseded data were derived.
 OC1554
 OC1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ1903441054(NAD 83)
 OC1554
 OC1554  HISTORY     - Date     Condition        Report By
 OC1554  HISTORY     - 1943     MONUMENTED       CGS
 OC1554
 OC1554                          STATION DESCRIPTION
 OC1554
 OC1554'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 OC1554'STATION IS THE CENTER OF THE INSTRUMENT MOUNT ON THE EIGHTH
 OC1554'FLOOR OF THE SE FIRE CONTROL TOWER ON BAILEY ISLAND.
 OC1554'
 OC1554'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2117 ***********************************************************************
 PE2117  DESIGNATION -  BAKEMAN HILL RESET
 PE2117  PID         -  PE2117
 PE2117  STATE/COUNTY-  ME/HANCOCK
 PE2117  USGS QUAD   -  CAPE ROSIER (1979)
 PE2117
 PE2117                         *CURRENT SURVEY CONTROL
 PE2117  ___________________________________________________________________
 PE2117* NAD 83(1996)-  44 21 12.46828(N)    068 47 18.36216(W)     ADJUSTED  
 PE2117* NAVD 88     -       101.     (meters)     331.     (feet)  SCALED    
 PE2117  ___________________________________________________________________
 PE2117  LAPLACE CORR-           2.83  (seconds)                    DEFLEC99
 PE2117  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 PE2117
 PE2117  HORZ ORDER  -  SECOND
 PE2117
 PE2117.The horizontal coordinates were established by classical geodetic methods
 PE2117.and adjusted by the National Geodetic Survey in March 1998..
 PE2117
 PE2117.The orthometric height was scaled from a topographic map.
 PE2117
 PE2117.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2117
 PE2117.The geoid height was determined by GEOID03.
 PE2117
 PE2117;                    North         East     Units Scale Factor Converg.
 PE2117;SPC ME E     -    76,344.492   277,005.893   MT  0.99990650   -0 12 05.9
 PE2117;UTM  19      - 4,911,154.225   516,861.099   MT  0.99960350   +0 08 52.4
 PE2117
 PE2117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2117!SPC ME E     -   0.99998811  x   0.99990650  =   0.99989461
 PE2117!UTM  19      -   0.99998811  x   0.99960350  =   0.99959161
 PE2117
 PE2117|---------------------------------------------------------------------|
 PE2117| PID    Reference Object                     Distance      Geod. Az  |
 PE2117|                                                           dddmmss.s |
 PE2117| CE7755 BAKEMAN HILL RM 1                     9.467 METERS 00941     |
 PE2117| PE2106 BROOKSVILLE CHURCH SPIRE            APPROX. 5.2 KM 0283416.3 |
 PE2117| PE1981 PUMPKIN ISLAND LIGHTHOUSE           APPROX. 6.1 KM 1433254.0 |
 PE2117| PE2127 EAST NORTHPORT BLACK WATER TK       APPROX.14.5 KM 2784509.9 |
 PE2117| PE2132 KEDEARS HILL                        APPROX. 8.6 KM 2845450.7 |
 PE2117| CE7756 BAKEMAN HILL RM 2                    12.118 METERS 28739     |
 PE2117| PE2138 STEEL LEDGE MONUMENT LIGHT          APPROX.16.4 KM 2963510.9 |
 PE2117| PE2135 WEST STOCKTON WHITE CH SPIRE        APPROX.15.6 KM 3293914.1 |
 PE2117| PE2134 LONG COVE BROWN STACK               APPROX.14.4 KM 3294851.3 |
 PE2117| PE2107 STOCKTON SPRINGS UNIV CHURCH        APPROX.16.2 KM 3401041.0 |
 PE2117| PE2111 CASTINE NORMAL SCHOOL SPIRE         APPROX. 4.3 KM 3433803.1 |
 PE2117| PE2112 CASTINE ORTHODOX CHURCH SPIRE       APPROX. 4.1 KM 3470500.7 |
 PE2117|---------------------------------------------------------------------|
 PE2117
 PE2117                          SUPERSEDED SURVEY CONTROL
 PE2117
 PE2117  NAD 83(1992)-  44 21 12.47146(N)    068 47 18.34366(W) AD(       ) 2
 PE2117  NAD 83(1986)-  44 21 12.47428(N)    068 47 18.34567(W) AD(       ) 2
 PE2117  NAD 27      -  44 21 12.19000(N)    068 47 20.25000(W) AD(       ) 2
 PE2117
 PE2117.Superseded values are not recommended for survey control.
 PE2117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2117.See file dsdata.txt to determine how the superseded data were derived.
 PE2117
 PE2117_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1686111154(NAD 83)
 PE2117
 PE2117  HISTORY     - Date     Condition        Report By
 PE2117  HISTORY     - 1934     MONUMENTED       CGS
 PE2117  HISTORY     - 1911     SEE DESCRIPTION  CGS
 PE2117  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2117  HISTORY     - 1957     SEE DESCRIPTION  CGS
 PE2117
 PE2117                          STATION DESCRIPTION
 PE2117
 PE2117'DESCRIBED BY COAST AND GEODETIC SURVEY 1911
 PE2117'STATION IS ON THE HIGHEST POINT OF THE HILL OF THAT NAME IN
 PE2117'THE NORTHERN PART OF THE PENINSULA OF CAPE ROSIER, ABOUT 2-1/4
 PE2117'MILES S OF CASTINE BAY AND THE SAME DISTANCE FROM THE W SHORE
 PE2117'OF SMITH COVE.  THE STATION IS MARKED BY A DRILLED HOLE IN A
 PE2117'ROCK SET OVER AN IRON BOLT WHICH IS BELOW THE SURFACE.
 PE2117
 PE2117                          STATION RECOVERY (1934)
 PE2117
 PE2117'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2117'IN BROOKSVILLE TOWNSHIP, ON CAPE ROSIER, ABOUT 1 MILE SW OF
 PE2117'SMITHS COVE AND ABOUT 1-1/2 MILES W OF THE VILLAGE OF
 PE2117'HARBORSIDE.  THE STATION MARK IS A STANDARD BRONZE DISKS SET IN A
 PE2117'SQUARE BLOCK OR POST OF CONCRETE.  IT IS ON THE HIGHEST POINT
 PE2117'OF THE HILL AND PROJECTS ABOUT 8 INCHES ABOVE THE GENERAL
 PE2117'SURFACE.  ROCKS WERE PILED AROUND THE LEGS OF THE TRIPOD AND
 PE2117'SCAFFOLD AND SHOULD BE OF ASSISTANCE IN RECOVERING THE STATION.
 PE2117'
 PE2117'TWO REFERENCE MARKS, STANDARD BRONZE DISKS WEDGED IN DRILL HOLES
 PE2117'IN OUTCROPPING BEDROCK, WERE ESTABLISHED IN THE BARE LEDGE AS
 PE2117'FOLLOWS, REFERENCE MARK NO. 1 IS NNW AND REFERENCE MARK NO. 2 IS
 PE2117'WNW OF THE STATION.
 PE2117'
 PE2117'TO REACH FROM BROOKSVILLE GO W ON ROUTE 176, 1.5 MILES AND
 PE2117'TAKE T-ROAD LEFT.  FOLLOW 1.7 MILES AND TURN RIGHT AT SIGN
 PE2117'CAPE ROSIER.  FOLLOW 0.7 MILE TO THE TELEPHONE POLE NO. 5/80
 PE2117'AND TURN LEFT THROUGH GATE INTO WOODS.  CONTINUE ABOUT 1/4 MILE
 PE2117'TO GATE AND GRAVEL PIT.  FROM HERE FOLLOW WOODS ROAD ABOUT 200
 PE2117'YARDS TO A PATH LEADING UP THE HILL TO THE RIGHT AT SIGN
 PE2117'PREVENT FOREST FIRES.  FOLLOW THIS TRAIL TO TOP OF HILL AND
 PE2117'STATION.
 PE2117'
 PE2117'A 30-FOOT TRIPOD AND SCAFFOLD WERE ERECTED OVER THE STATION.
 PE2117
 PE2117                          STATION RECOVERY (1957)
 PE2117
 PE2117'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 PE2117'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 PE2117'
 PE2117'THE DISTANCES TO THE REFERENCE MARKS WERE MEASURED AND FOUND
 PE2117'CORRECT.  THE 1934 DESCRTION BY K.G.C. IS ADEQUATE WITH THE
 PE2117'FOLLOWING ADDITION--
 PE2117'
 PE2117'THE REFERENCE DISKS ARE STAMPED ORRS HILL NO. 1 1934 AND ORRS
 PE2117'HILL NO. 2 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0578 ***********************************************************************
 QG0578  DESIGNATION -  BAKER
 QG0578  PID         -  QG0578
 QG0578  STATE/COUNTY-  ME/PENOBSCOT
 QG0578  USGS QUAD   -  EAST MILLINOCKET (1988)
 QG0578
 QG0578                         *CURRENT SURVEY CONTROL
 QG0578  ___________________________________________________________________
 QG0578* NAD 83(1996)-  45 38 14.26509(N)    068 30 36.05510(W)     ADJUSTED  
 QG0578* NAVD 88     -       127.321  (meters)     417.72   (feet)  ADJUSTED  
 QG0578  ___________________________________________________________________
 QG0578  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 QG0578  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 QG0578  DYNAMIC HT  -         127.323 (meters)     417.73  (feet)  COMP
 QG0578  MODELED GRAV-     980,631.2   (mgal)                       NAVD 88
 QG0578
 QG0578  HORZ ORDER  -  SECOND
 QG0578  VERT ORDER  -  SECOND    CLASS 0
 QG0578
 QG0578.The horizontal coordinates were established by classical geodetic methods
 QG0578.and adjusted by the National Geodetic Survey in March 1998..
 QG0578
 QG0578.The orthometric height was determined by differential leveling
 QG0578.and adjusted by the National Geodetic Survey in June 1991..
 QG0578
 QG0578.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG0578
 QG0578.The geoid height was determined by GEOID03.
 QG0578
 QG0578.The dynamic height is computed by dividing the NAVD 88
 QG0578.geopotential number by the normal gravity value computed on the
 QG0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0578.degrees latitude (g = 980.6199 gals.).
 QG0578
 QG0578.The modeled gravity was interpolated from observed gravity values.
 QG0578
 QG0578;                    North         East     Units Scale Factor Converg.
 QG0578;SPC ME E     -   218,964.278   299,219.206   MT  0.99990001   -0 00 25.8
 QG0578;UTM  19      - 5,053,866.600   538,187.778   MT  0.99961793   +0 21 01.1
 QG0578
 QG0578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG0578!SPC ME E     -   0.99998385  x   0.99990001  =   0.99988386
 QG0578!UTM  19      -   0.99998385  x   0.99961793  =   0.99960178
 QG0578
 QG0578:                Primary Azimuth Mark                     Grid Az
 QG0578:SPC ME E     -  WADLEIGH                                 012 51 45.2
 QG0578:UTM  19      -  WADLEIGH                                 012 30 18.3
 QG0578
 QG0578|---------------------------------------------------------------------|
 QG0578| PID    Reference Object                     Distance      Geod. Az  |
 QG0578|                                                           dddmmss.s |
 QG0578| QG0107 WADLEIGH                            APPROX. 4.8 KM 0125119.4 |
 QG0578| CE8800 BAKER AZ MK                                        0542847.8 |
 QG0578| QG0580 BAKER RM 1                           12.610 METERS 06438     |
 QG0578| QG1436 E MILLINOCKET G N PAPER NW STK      APPROX. 5.3 KM 2522502.5 |
 QG0578| QG0579 BAKER RM 2                           20.172 METERS 32922     |
 QG0578|---------------------------------------------------------------------|
 QG0578
 QG0578                          SUPERSEDED SURVEY CONTROL
 QG0578
 QG0578  NAD 83(1992)-  45 38 14.26541(N)    068 30 36.05239(W) AD(       ) 2
 QG0578  NAD 83(1986)-  45 38 14.27177(N)    068 30 36.05950(W) AD(       ) 2
 QG0578  NAD 27      -  45 38 14.07940(N)    068 30 37.95810(W) AD(       ) 2
 QG0578  NGVD 29 (??/??/92)  127.521  (m)          418.38   (f) ADJ UNCH    2 0
 QG0578
 QG0578.Superseded values are not recommended for survey control.
 QG0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0578.See file dsdata.txt to determine how the superseded data were derived.
 QG0578
 QG0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL3818853867(NAD 83)
 QG0578_MARKER: DS = TRIANGULATION STATION DISK
 QG0578_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QG0578_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QG0578_STAMPING: BAKER 1958
 QG0578_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG0578
 QG0578  HISTORY     - Date     Condition        Report By
 QG0578  HISTORY     - 1958     MONUMENTED       CGS
 QG0578  HISTORY     - 1959     GOOD             NGS
 QG0578  HISTORY     - 1981     GOOD             MEDT
 QG0578
 QG0578                          STATION DESCRIPTION
 QG0578
 QG0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 QG0578'STATION IS LOCATED ABOUT 3 MILES EAST NORTHEAST OF EAST MILLINOCKET
 QG0578'AND ABOUT 2 MILES NORTH NORTHEAST OF MEDWAY IN HEAVILY WOODED AREA
 QG0578'ON PROPERTY OF THE GREAT NORTHERN PAPER COMPANY.  STATION IS 12
 QG0578'FEET NORTH NORTHWEST OF A TRIANGLE BLAZED TREE AND 6-1/2 FEET
 QG0578'NORTHWEST OF WITNESS POST.  THE MARK PROJECTS ABOUT 6 INCHES AND
 QG0578'THE DISK IS STAMPED BAKER 1958.
 QG0578'
 QG0578'REFERENCE MARK NO. 1 IS 44 FEET EAST NORTHEAST OF A TRIANGLE
 QG0578'BLAZED HEMLOCK TREE AND 39 FEET EAST NORTHEAST OF WITNESS POST.  THE
 QG0578'MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED BAKER
 QG0578'NO. 1 1958.
 QG0578'
 QG0578'REFERENCE MARK NO. 2 IS 16 FEET NORTH OF THE APPROXIMATE CENTER
 QG0578'OF A CLEARED ROAD.  THE MARK PROJECTS ABOUT 8 INCHES AND THE DISK IS
 QG0578'STAMPED BAKER NO. 2 1958.
 QG0578'
 QG0578'AZIMUTH MARK IS 4 FEET SOUTHWEST OF WITNESS POST AND AT THE
 QG0578'NORTHEAST END OF CLEARED LINE.  THE MARK PROJECTS ABOUT 10 INCHES
 QG0578'AND THE DISK IS STAMPED BAKER 1958.
 QG0578'
 QG0578'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 11 AND 157 IN
 QG0578'THE NORTH EDGE OF MEDWAY GO NORTHWESTERLY ON STATE HIGHWAY 11 FOR
 QG0578'1.0 MILE TO A WOODS ROAD RIGHT.  TURN RIGHT ON WOODS ROAD AND GO
 QG0578'0.2 MILE TO FORK.  KEEP LEFT FORK FOR 0.4 MILE TO FORK.  KEEP
 QG0578'RIGHT FORK ON OLD WOODS ROAD FOR 0.3 MILE TO FORK.  KEEP RIGHT
 QG0578'FORK FOR 0.7 MILE TO POINT WHERE ROAD CONTINUES UP A SMALL HILL
 QG0578'AND A 12 INCH TRIANGLE BLAZED TREE ON RIGHT.  BEAR RIGHT ABOUT 50
 QG0578'YARDS TO TOP OF SMALL KNOLL AND STATION AS DESCRIBED.  TO REACH
 QG0578'AZIMUTH MARK FROM STATION GO NORTHEAST ON CLEARED LINE FOR 55
 QG0578'PACES TO MARK AS DESCRIBED.
 QG0578'
 QG0578'A FOUR WHEEL DRIVE VEHICLE WITH WINCH MAY BE DRIVEN TO STATION.
 QG0578'
 QG0578'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 QG0578
 QG0578                          STATION RECOVERY (1959)
 QG0578
 QG0578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 QG0578'2.6 MI NE FROM MEDWAY.
 QG0578'ABOUT 0.9 MILE NORTH ALONG STATE HIGHWAY 11 FROM ITS JUNCTION
 QG0578'WITH STATE HIGHWAY 157 AT MEDWAY, THENCE 1.65 MILES EAST ALONG
 QG0578'DIM WOODS ROAD, THENCE 50 YARDS SOUTH THRU WOODS TO TOP OF SMALL
 QG0578'HEAVILY WOODED HILL, ON THE PROPERTY OF THE GREAT NORTHERN PAPER
 QG0578'COMPANY, 12 FEET NORTHWEST OF A BLAZED TREE, 6 FEET NORTHWEST OF
 QG0578'A METAL WITNESS POST, SET IN TOP OF A PIPE AND PROJECTS 6 INCHES
 QG0578'ABOVE THE GROUND.
 QG0578
 QG0578                          STATION RECOVERY (1981)
 QG0578
 QG0578'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1981 (BJR)
 QG0578'BAKER - 1958 RECOVERED GOOD.
 QG0578'
 QG0578'BAKER NO. 1 - 1958 RECOVERED GOOD.
 QG0578'
 QG0578'BAKER NO. 2 - 1958 RECOVERED GOOD.
 QG0578'
 QG0578'AZ - BAKER - 1958 SEARCHED FOR BUT NOT FOUND.
 QG0578'
 QG0578'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MI.
 QG0578'EAST-NORTHEAST OF EAST MILLINOCKET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0780 ***********************************************************************
 RF0780  DESIGNATION -  BAKER
 RF0780  PID         -  RF0780
 RF0780  STATE/COUNTY-  ME/SOMERSET
 RF0780  USGS QUAD   -  BAKER LAKE (1989)
 RF0780
 RF0780                         *CURRENT SURVEY CONTROL
 RF0780  ___________________________________________________________________
 RF0780* NAD 83(1996)-  46 17 26.42432(N)    069 52 38.60788(W)     ADJUSTED  
 RF0780* NAVD 88     -       481.82   (+/-2cm)    1580.8    (feet)  VERTCON   
 RF0780  ___________________________________________________________________
 RF0780  LAPLACE CORR-           6.49  (seconds)                    DEFLEC99
 RF0780  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 RF0780
 RF0780  HORZ ORDER  -  SECOND
 RF0780  VERT ORDER  -  THIRD ? (See Below)
 RF0780
 RF0780.The horizontal coordinates were established by classical geodetic methods
 RF0780.and adjusted by the National Geodetic Survey in March 1998..
 RF0780
 RF0780.The NAVD 88 height was computed by applying the VERTCON shift value to
 RF0780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RF0780.The vertical order pertains to the NGVD 29 superseded value.
 RF0780
 RF0780.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0780
 RF0780.The geoid height was determined by GEOID03.
 RF0780
 RF0780;                    North         East     Units Scale Factor Converg.
 RF0780;SPC ME W     -   384,218.655   922,289.865   MT  0.99997277   +0 12 32.8
 RF0780;SPC ME E     -   292,502.472   193,873.896   MT  1.00003841   -0 59 44.7
 RF0780;UTM  19      - 5,126,718.184   432,418.328   MT  0.99965614   -0 38 03.3
 RF0780
 RF0780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0780!SPC ME W     -   0.99992851  x   0.99997277  =   0.99990128
 RF0780!SPC ME E     -   0.99992851  x   1.00003841  =   0.99996691
 RF0780!UTM  19      -   0.99992851  x   0.99965614  =   0.99958467
 RF0780
 RF0780|---------------------------------------------------------------------|
 RF0780| PID    Reference Object                     Distance      Geod. Az  |
 RF0780|                                                           dddmmss.s |
 RF0780| DA4731 BAKER RM 1                           24.100 METERS 10555     |
 RF0780| DA4732 BAKER RM 2                           29.415 METERS 22848     |
 RF0780| DA4730 BAKER AZ MK                                        2662312.8 |
 RF0780|---------------------------------------------------------------------|
 RF0780
 RF0780                          SUPERSEDED SURVEY CONTROL
 RF0780
 RF0780  NAD 83(1992)-  46 17 26.42950(N)    069 52 38.59138(W) AD(       ) 2
 RF0780  NAD 83(1986)-  46 17 26.43772(N)    069 52 38.60816(W) AD(       ) 2
 RF0780  NAD 27      -  46 17 26.32600(N)    069 52 40.36000(W) AD(       ) 2
 RF0780  NGVD 29 (07/19/86)  481.98   (m)         1581.3    (f) LEVELING    3  
 RF0780
 RF0780.Superseded values are not recommended for survey control.
 RF0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0780.See file dsdata.txt to determine how the superseded data were derived.
 RF0780
 RF0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM3241826718(NAD 83)
 RF0780_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RF0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0780
 RF0780  HISTORY     - Date     Condition        Report By
 RF0780  HISTORY     - 1955     MONUMENTED       CGS
 RF0780  HISTORY     - 1976     SEE DESCRIPTION  NGS
 RF0780
 RF0780                          STATION DESCRIPTION
 RF0780
 RF0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 RF0780'THE STATION IS LOCATED ALONG THE NORTH SIDE OF A EAST-WEST
 RF0780'GRAVELED ROAD AND IN THE NORTHEAST CORNER OF SECTION T. 7 N.,
 RF0780'R. 17 W, ABOUT 27 MILES NORTHEAST OF ST. ZACHARIE, QUEBEC, 22
 RF0780'MILES SOUTHEAST OF ST. CAMILLE, QUEBEC, 2-3/4 MILES EAST OF THE
 RF0780'NORTH END OF BAKER LAKE, 65 FEET NORTH OF THE CENTERLINE OF THE
 RF0780'GRAVELED ROAD AND 12.8 FEET NORTHWEST OF A WHITE WITNESS POST.
 RF0780'
 RF0780'TO REACH, FROM THE CHURCH IN THE CENTER OF ST. AURELLE, QUEBEC,
 RF0780'GO NORTHEAST, ON PAVED ROAD 5.0 MILES TO THE CANADIAN CUSTOMS ON
 RF0780'LEFT AND BRIDGE ON RIGHT.  TURN RIGHT, ACROSS BRIDGE, AND GO
 RF0780'EASTERLY, ON MAIN TRAVELED ROAD 21.75 MILES TO BRIDGE AT NORTH
 RF0780'END OF BAKER LAKE.  CONTINUE EASTERLY, ON MAIN TRAVELED ROAD 1.75
 RF0780'MILES TO THE AZIMUTH MARK.  CONTINUE EASTERLY, ON MAIN TRAVELED
 RF0780'ROAD 0.85 MILE TO THE STATION.
 RF0780'
 RF0780'THE STATION MARK IS A STANDARD DISK, STAMPED BAKER 1955, SET IN
 RF0780'THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 RF0780'ABOUT 6 INCHES.
 RF0780'
 RF0780'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED BAKER NO 1
 RF0780'1955, SET IN A DRILL HOLE IN A BOULDER 8 FEET IN DIAMETER WHICH
 RF0780'PROJECTS ABOUT 4 FEET AND IS ABOUT 3 FEET HIGHER THAN THE
 RF0780'STATION.  IT IS LOCATED 24 FEET NORTH OF THE CENTERLINE OF THE
 RF0780'EAST-WEST GRAVELED ROAD.
 RF0780'
 RF0780'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED BAKER NO 2
 RF0780'1955, SET IN A DRILL HOLE IN A BOULDER 24 INCHES IN DIAMETER WHICH
 RF0780'PROJECTS ABOUT 3 INCHES AND IS ABOUT THE SAME ELEVATION AS THE
 RF0780'STATION.  IT IS LOCATED 15 FEET SOUTH OF THE CENTERLINE OF THE
 RF0780'EAST-WEST GRAVELED ROAD.
 RF0780'
 RF0780'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BAKER 1955, SET IN
 RF0780'A DRILL HOLE IN A BOULDER 4 FEET IN DIAMETER WHICH PROJECTS ABOUT
 RF0780'1-1/2 FEET.  IT IS LOCATED 18-1/2 FEET SOUTH OF THE CENTERLINE
 RF0780'OF THE EAST-WEST GRAVELED ROAD.
 RF0780'
 RF0780'HEIGHT OF LIGHT ABOVE STATION MARK 26.12 METERS.
 RF0780
 RF0780                          STATION RECOVERY (1976)
 RF0780
 RF0780'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CH)
 RF0780'STATION REPORTED DESTROYED BY U.S.C. AND G.S.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1979 ***********************************************************************
 OC1979  DESIGNATION -  BAKER
 OC1979  PID         -  OC1979
 OC1979  STATE/COUNTY-  ME/CUMBERLAND
 OC1979  USGS QUAD   -  NORTH WINDHAM (1977)
 OC1979
 OC1979                         *CURRENT SURVEY CONTROL
 OC1979  ___________________________________________________________________
 OC1979* NAD 83(1996)-  43 49 54.74629(N)    070 24 06.37362(W)     ADJUSTED  
 OC1979* NAVD 88     -        72.7    (meters)     239.     (feet)  VERTCON   
 OC1979  ___________________________________________________________________
 OC1979  LAPLACE CORR-           4.01  (seconds)                    DEFLEC99
 OC1979  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 OC1979
 OC1979  HORZ ORDER  -  SECOND
 OC1979
 OC1979.The horizontal coordinates were established by classical geodetic methods
 OC1979.and adjusted by the National Geodetic Survey in March 1998..
 OC1979
 OC1979.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC1979.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC1979
 OC1979.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1979
 OC1979.The geoid height was determined by GEOID03.
 OC1979
 OC1979;                    North         East     Units Scale Factor Converg.
 OC1979;SPC ME W     -   110,960.257   881,090.682   MT  0.99997106   -0 09 46.2
 OC1979;UTM  19      - 4,854,154.616   387,296.953   MT  0.99975623   -0 58 15.2
 OC1979
 OC1979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1979!SPC ME W     -   0.99999275  x   0.99997106  =   0.99996381
 OC1979!UTM  19      -   0.99999275  x   0.99975623  =   0.99974898
 OC1979
 OC1979|---------------------------------------------------------------------|
 OC1979| PID    Reference Object                     Distance      Geod. Az  |
 OC1979|                                                           dddmmss.s |
 OC1979| OC1978 BAKER RM 1                            9.393 METERS 00027     |
 OC1979| CE7205 BAKER RM 2                            9.773 METERS 13032     |
 OC1979| OC1977 BAKER AZ MK                         APPROX. 1.5 KM 1305607.3 |
 OC1979|---------------------------------------------------------------------|
 OC1979
 OC1979                          SUPERSEDED SURVEY CONTROL
 OC1979
 OC1979  NAD 83(1992)-  43 49 54.74518(N)    070 24 06.37407(W) AD(       ) 2
 OC1979  NAD 83(1986)-  43 49 54.75157(N)    070 24 06.37925(W) AD(       ) 2
 OC1979  NAD 27      -  43 49 54.47546(N)    070 24 08.17746(W) AD(       ) 2
 OC1979  NGVD 29 (07/19/86)   72.9    (m)          239.     (f) VERT ANG       
 OC1979
 OC1979.Superseded values are not recommended for survey control.
 OC1979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1979.See file dsdata.txt to determine how the superseded data were derived.
 OC1979
 OC1979_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ8729754155(NAD 83)
 OC1979_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OC1979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC1979_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC1979
 OC1979  HISTORY     - Date     Condition        Report By
 OC1979  HISTORY     - 1977     MONUMENTED       NGS
 OC1979
 OC1979                          STATION DESCRIPTION
 OC1979
 OC1979'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLO)
 OC1979'THE STATION IS LOCATED 5 MILES SOUTHWEST OF GRAY, 2 MILES EAST
 OC1979'OF NORTH WINDHAM AND 2 MILES NORTH OF FOSTERS CORNER.
 OC1979'
 OC1979'TO REACH THE STATION FROM THE JUNCTION OF U.S. ROUTE 202 AND
 OC1979'STATE ROUTE 4 WITH STATE ROUTE 115, ABOUT 3.5 MILES SOUTHWEST
 OC1979'OF GRAY, GO SOUTHERLY ON ROUTES 202 AND 4 FOR 1.9 MILES TO A
 OC1979'CROSSROAD (FALMOUTH ROAD). TURN RIGHT AND PROCEED NORTHWEST ON
 OC1979'FALMOUTH ROAD FOR 0.8 MILE TO A SIDE ROAD RIGHT WHICH
 OC1979'LEADS TO A LARGE FARM (TOP O THE MORN FARM). THE STATION IS
 OC1979'IN THE SOUTHEAST CORNER OF THIS JUNCTION.
 OC1979'
 OC1979'THE STATION MARKS ARE STANDARD DISKS STAMPED---BAKER 1976---.
 OC1979'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OC1979'CONCRETE POST WHICH IS FLUSH WITH THE GROUND SURFACE. THE
 OC1979'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 OC1979'CONCRETE WHICH IS 48 INCHES BELOW THE GROUND SURFACE. THEY ARE
 OC1979'5.5 FEET WEST OF POLE NUMBER 710/9, 6.5 FEET NORTH OF A SIGN
 OC1979'POST (TOP O THE MORN FARM) AND 23 FEET EAST-NORTHEAST OF THE
 OC1979'CENTERLINE OF FALMOUTH ROAD.
 OC1979'TWO 3/8-INCH BY 24-INCH STEEL BARS WERE DRIVEN IN THE GROUND
 OC1979'NEXT TO THE STATION.
 OC1979'
 OC1979'REFERENCE MARK 1, STAMPED---BAKER NO 1 1976---, IS A STANDARD
 OC1979'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST
 OC1979'WHICH IS FLUSH WITH THE GROUND SURFACE. IT IS 49 FEET NORTHEAST
 OC1979'OF THE CENTERLINE OF THE FALMOUTH ROAD, 24.5 FEET
 OC1979'NORTH-NORTHEAST OF POLE NUMBER 710/9 AND 17 FEET SOUTHEAST
 OC1979'OF THE APPROXIMATE CENTERLINE OF THE DRIVE LEADING TO THE
 OC1979'FARM.
 OC1979'
 OC1979'REFERENCE MARK 2, STAMPED---BAKER NO 2 1976---, IS A STANDARD
 OC1979'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST
 OC1979'WHICH IS FLUSH WITH THE GROUND SURFACE. IT IS 2 FEET SOUTHWEST
 OC1979'OF A METAL WITNESS POST, 20 FEET NORTHEAST OF THE CENTERLINE
 OC1979'OF THE FALMOUTH ROAD, 34.5 FEET SOUTH OF POLE NUMBER 710/9
 OC1979'AND 48.5 FEET EAST OF POLE NUMBER 9X/143.01.
 OC1979'
 OC1979'THE AZIMUTH MARK, STAMPED---BAKER 1976---, IS A STANDARD DISK
 OC1979'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST WHICH
 OC1979'IS FLUSH WITH THE GROUND SURFACE. IT IS 2 FEET NORTH OF A
 OC1979'METAL WITNESS POST, 5.5 FEET NORTHWEST OF POLE NUMBER 13/J5/109
 OC1979'AND 26.0 FEET WEST OF THE CENTERLINE OF THE FALMOUTH ROAD.
 OC1979'
 OC1979'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF ROUTES 202 AND
 OC1979'4 WITH THE FALMOUTH ROAD, GO SOUTHEAST ON THE FALMOUTH ROAD
 OC1979'FOR 0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 OC1979'
 OC1979'THE HEIGHT OF THE LIGHT ABOVE THE STATION WAS 1.5 METERS.
 OC1979'
 OC1979'DESCRIBED BY PHILIP H. PARENT JR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2160 ***********************************************************************
 PE2160  DESIGNATION -  BAKER 1864
 PE2160  PID         -  PE2160
 PE2160  STATE/COUNTY-  ME/WALDO
 PE2160  USGS QUAD   -  HAMPDEN (1982)
 PE2160
 PE2160                         *CURRENT SURVEY CONTROL
 PE2160  ___________________________________________________________________
 PE2160* NAD 83(1996)-  44 41 24.32370(N)    068 50 36.01738(W)     ADJUSTED  
 PE2160* NAVD 88     -        55.     (meters)     180.     (feet)  SCALED    
 PE2160  ___________________________________________________________________
 PE2160  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 PE2160  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 PE2160
 PE2160  HORZ ORDER  -  THIRD
 PE2160
 PE2160.The horizontal coordinates were established by classical geodetic methods
 PE2160.and adjusted by the National Geodetic Survey in March 1998..
 PE2160
 PE2160.The orthometric height was scaled from a topographic map.
 PE2160
 PE2160.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2160
 PE2160.The geoid height was determined by GEOID03.
 PE2160
 PE2160;                    North         East     Units Scale Factor Converg.
 PE2160;SPC ME E     -   113,764.390   272,786.057   MT  0.99990910   -0 14 29.3
 PE2160;UTM  19      - 4,948,536.191   512,413.729   MT  0.99960189   +0 06 36.6
 PE2160
 PE2160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2160!SPC ME E     -   0.99999533  x   0.99990910  =   0.99990443
 PE2160!UTM  19      -   0.99999533  x   0.99960189  =   0.99959722
 PE2160
 PE2160:                Primary Azimuth Mark                     Grid Az
 PE2160:SPC ME E     -  HAMPDEN 1864                             000 34 11.4
 PE2160:UTM  19      -  HAMPDEN 1864                             000 13 05.5
 PE2160
 PE2160|---------------------------------------------------------------------|
 PE2160| PID    Reference Object                     Distance      Geod. Az  |
 PE2160|                                                           dddmmss.s |
 PE2160| PE2161 HAMPDEN 1864                        APPROX. 3.8 KM 0001942.1 |
 PE2160| PE2165 HAMPDEN BAPTIST CHURCH              APPROX. 5.5 KM 0035729.8 |
 PE2160| PE2169 BRAGDON CASTLE                      APPROX. 3.5 KM 0101246.0 |
 PE2160| PE2157 ORRINGTON CHURCH SPIRE              APPROX. 4.8 KM 0170835.4 |
 PE2160| PE2164 SANDY HEAD FLAG IN TREE             APPROX. 1.0 KM 0200800.7 |
 PE2160| PE2177 SOUTH ORRINGTON CHURCH SPIRE        APPROX. 2.1 KM 0812527.1 |
 PE2160|---------------------------------------------------------------------|
 PE2160
 PE2160                          SUPERSEDED SURVEY CONTROL
 PE2160
 PE2160  NAD 83(1992)-  44 41 24.31927(N)    068 50 36.00871(W) AD(       ) 3
 PE2160  NAD 83(1986)-  44 41 24.31789(N)    068 50 36.01013(W) AD(       ) 3
 PE2160  NAD 27      -  44 41 24.06000(N)    068 50 37.88000(W) AD(       ) 3
 PE2160
 PE2160.Superseded values are not recommended for survey control.
 PE2160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2160.See file dsdata.txt to determine how the superseded data were derived.
 PE2160
 PE2160_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1241448536(NAD 83)
 PE2160
 PE2160  HISTORY     - Date     Condition        Report By
 PE2160  HISTORY     - 1864     MONUMENTED       CGS
 PE2160  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2160  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE2160
 PE2160                          STATION DESCRIPTION
 PE2160
 PE2160'DESCRIBED BY COAST AND GEODETIC SURVEY 1864 (SCM)
 PE2160'THE STATION IS ON LAND BELONGING TO ISAIAH BAKER ON A HIGH KNOLL
 PE2160'QUITE CLOSE TO BAKERS HOUSE AND ON THE W OR S SIDE OF PENOBSCOT
 PE2160'RIVER, OPPOSITE BALD HILL, AND ONLY A SHORT DISTANCE FROM THE
 PE2160'BANGOR-WINTERPORT ROAD.  A PINT CLARET BOTTLE MARKS THE CENTER
 PE2160'OVER WHICH IS A PILE OF ROCKS.
 PE2160'
 PE2160'THE FOLLOWING REFERENCES ARE GIVEN--TO PINE TREE NE, 118
 PE2160'FEET.  TO FENCE SW, 11.2 FEET.  TO CORNER FENCE SE, 121 FEET.  TO
 PE2160'CORNER FENCE W, 89.8 FEET.
 PE2160
 PE2160                          STATION RECOVERY (1934)
 PE2160
 PE2160'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2160'STATION IS LOST.  DISAPPEARANCE OF FENCES TO WHICH THE STATION
 PE2160'WAS REFERENCED MAKES IT IMPRACTICAL TO DIG FOR BOTTLE WHICH
 PE2160'MARKED THE STATION.
 PE2160
 PE2160                          STATION RECOVERY (1944)
 PE2160
 PE2160'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE2160'STATION COULD NOT BE FOUND.  THE ONLY POINT THAT REMAINS IN THE
 PE2160'VICINITY IS ISIAH BAKERS HOUSE, FROM WHICH NO DISTANCE OR
 PE2160'DIRECTION IS GIVEN.  THE PILE OF ROCKS IS GONE AND THERE ARE ROCKS
 PE2160'STREWN ALL OVER THE HILL.  STATION SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1977 ***********************************************************************
 OC1977  DESIGNATION -  BAKER AZ MK
 OC1977  PID         -  OC1977
 OC1977  STATE/COUNTY-  ME/CUMBERLAND
 OC1977  USGS QUAD   -  NORTH WINDHAM (1977)
 OC1977
 OC1977                         *CURRENT SURVEY CONTROL
 OC1977  ___________________________________________________________________
 OC1977* NAD 83(1996)-  43 49 23.55302(N)    070 23 16.70285(W)     ADJUSTED  
 OC1977* NAVD 88     -        76.5    (meters)     251.     (feet)  VERTCON   
 OC1977  ___________________________________________________________________
 OC1977  LAPLACE CORR-           4.38  (seconds)                    DEFLEC99
 OC1977  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 OC1977
 OC1977  HORZ ORDER  -  SECOND
 OC1977
 OC1977.The horizontal coordinates were established by classical geodetic methods
 OC1977.and adjusted by the National Geodetic Survey in March 1998..
 OC1977
 OC1977.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC1977.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC1977
 OC1977.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1977
 OC1977.The geoid height was determined by GEOID03.
 OC1977
 OC1977;                    North         East     Units Scale Factor Converg.
 OC1977;SPC ME W     -   109,994.492   882,197.831   MT  0.99997056   -0 09 11.7
 OC1977;UTM  19      - 4,853,173.546   388,390.136   MT  0.99975321   -0 57 40.3
 OC1977
 OC1977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1977!SPC ME W     -   0.99999215  x   0.99997056  =   0.99996271
 OC1977!UTM  19      -   0.99999215  x   0.99975321  =   0.99974536
 OC1977
 OC1977:                Primary Azimuth Mark                     Grid Az
 OC1977:SPC ME W     -  BAKER                                    311 05 53.4
 OC1977:UTM  19      -  BAKER                                    311 54 22.0
 OC1977
 OC1977|---------------------------------------------------------------------|
 OC1977| PID    Reference Object                     Distance      Geod. Az  |
 OC1977|                                                           dddmmss.s |
 OC1977| OC1979 BAKER                               APPROX. 1.5 KM 3105641.7 |
 OC1977|---------------------------------------------------------------------|
 OC1977
 OC1977                          SUPERSEDED SURVEY CONTROL
 OC1977
 OC1977  NAD 83(1992)-  43 49 23.55190(N)    070 23 16.70331(W) AD(       ) 2
 OC1977  NAD 83(1986)-  43 49 23.55826(N)    070 23 16.70853(W) AD(       ) 2
 OC1977  NAD 27      -  43 49 23.28154(N)    070 23 18.50892(W) AD(       ) 2
 OC1977  NGVD 29 (07/19/86)   76.7    (m)          252.     (f) VERT ANG       
 OC1977
 OC1977.Superseded values are not recommended for survey control.
 OC1977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1977.See file dsdata.txt to determine how the superseded data were derived.
 OC1977
 OC1977_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ8839053174(NAD 83)
 OC1977_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OC1977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC1977_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC1977
 OC1977  HISTORY     - Date     Condition        Report By
 OC1977  HISTORY     - 1977     MONUMENTED       NGS
 OC1977
 OC1977                          STATION DESCRIPTION
 OC1977
 OC1977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (ALB)
 OC1977'THIS STATION WAS ESTABLISHED BY AN EDM MEASUREMENT FROM
 OC1977'TRAVERSE STATION BAKER. SEE DESCRIPTION THEREOF.
 OC1977'
 OC1977'DESCRIBED BY JERRY E. ELLINGWOOD.
 OC1977'
 OC1977'THE HEIGHT OF LIGHT ABOVE THE STATION WAS 1.0 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0382 ***********************************************************************
 SF0382  DESIGNATION -  BAKER BR CATH CH SP IBC 1976
 SF0382  PID         -  SF0382
 SF0382  STATE/COUNTY-  ME/AROOSTOOK
 SF0382  USGS QUAD   -  FORT KENT NORTH (1985)
 SF0382
 SF0382                         *CURRENT SURVEY CONTROL
 SF0382  ___________________________________________________________________
 SF0382* NAD 83(1996)-  47 17 58.16104(N)    068 30 55.05785(W)     ADJUSTED  
 SF0382* NAVD 88     -                                                        
 SF0382  ___________________________________________________________________
 SF0382  LAPLACE CORR-           6.41  (seconds)                    DEFLEC99
 SF0382  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 SF0382
 SF0382  HORZ ORDER  -  THIRD
 SF0382
 SF0382.The horizontal coordinates were established by classical geodetic methods
 SF0382.and adjusted by the National Geodetic Survey in March 1998..
 SF0382
 SF0382
 SF0382.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0382
 SF0382.The geoid height was determined by GEOID03.
 SF0382
 SF0382;                    North         East     Units Scale Factor Converg.
 SF0382;SPC ME E     -   403,716.045   298,843.443   MT  0.99990002   -0 00 40.5
 SF0382;UTM  19      - 5,238,560.041   536,643.612   MT  0.99961650   +0 21 22.4
 SF0382
 SF0382                          SUPERSEDED SURVEY CONTROL
 SF0382
 SF0382  NAD 83(1992)-  47 17 58.15606(N)    068 30 55.05449(W) AD(       ) 4
 SF0382  NAD 83(1986)-  47 17 58.16302(N)    068 30 55.04872(W) AD(       ) 4
 SF0382  NAD 27      -  47 17 58.02020(N)    068 30 56.88564(W) AD(       ) 3
 SF0382
 SF0382.Superseded values are not recommended for survey control.
 SF0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0382.See file dsdata.txt to determine how the superseded data were derived.
 SF0382
 SF0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN3664438560(NAD 83)
 SF0382
 SF0382  HISTORY     - Date     Condition        Report By
 SF0382  HISTORY     - 1976     MONUMENTED       IBC
 SF0382
 SF0382                          STATION DESCRIPTION
 SF0382
 SF0382'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1976 (CRM)
 SF0382'THE STATION IS LOCATED IN BAKER BROOK, NEW BRUNSWICK, 0.2 MILE
 SF0382'WEST-SOUTHWEST OF THE HIGHWAY BRIDGE OVER BAKER BROOK.
 SF0382'
 SF0382'THE SPIRE, ALUMINUM IN COLOR, IS ABOUT 150 FEET HIGH AND SITS
 SF0382'ATOP THE BELL TOWER OF THE SAINT COEUR DE MARIE CATHOLIC
 SF0382'CHURCH.  ATOP THE SPIRE IS A CROSS THAT HAS THE FIGURE OF A BIRD
 SF0382'ON TOP OF IT.  THE CHURCH IS CONSTRUCTED OF REDDISH TAN BRICK.
 SF0382'
 SF0382'POINT INTERSECTED IS THE BOTTOM OF THE CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0418 ***********************************************************************
 SF0418  DESIGNATION -  BAKER BROOK BM 264 B
 SF0418  PID         -  SF0418
 SF0418  STATE/COUNTY-  ME/AROOSTOOK
 SF0418  USGS QUAD   -  FORT KENT NORTH (1985)
 SF0418
 SF0418                         *CURRENT SURVEY CONTROL
 SF0418  ___________________________________________________________________
 SF0418* NAD 83(1996)-  47 18 06.13642(N)    068 30 45.24906(W)     ADJUSTED  
 SF0418* NAVD 88     -       300.     (meters)     984.     (feet)  SCALED    
 SF0418  ___________________________________________________________________
 SF0418  LAPLACE CORR-           6.48  (seconds)                    DEFLEC99
 SF0418  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 SF0418
 SF0418  HORZ ORDER  -  SECOND
 SF0418
 SF0418.The horizontal coordinates were established by classical geodetic methods
 SF0418.and adjusted by the National Geodetic Survey in March 1998..
 SF0418
 SF0418.The orthometric height was scaled from a topographic map.
 SF0418
 SF0418.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0418
 SF0418.The geoid height was determined by GEOID03.
 SF0418
 SF0418;                    North         East     Units Scale Factor Converg.
 SF0418;SPC ME E     -   403,962.283   299,049.528   MT  0.99990001   -0 00 33.3
 SF0418;UTM  19      - 5,238,807.525   536,848.056   MT  0.99961669   +0 21 29.6
 SF0418
 SF0418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0418!SPC ME E     -   0.99995680  x   0.99990001  =   0.99985682
 SF0418!UTM  19      -   0.99995680  x   0.99961669  =   0.99957351
 SF0418
 SF0418:                Primary Azimuth Mark                     Grid Az
 SF0418:SPC ME E     -  BROOK GSC                                146 18 41.6
 SF0418:UTM  19      -  BROOK GSC                                145 56 38.7
 SF0418
 SF0418|---------------------------------------------------------------------|
 SF0418| PID    Reference Object                     Distance      Geod. Az  |
 SF0418|                                                           dddmmss.s |
 SF0418| SF0417 BROOK GSC                           APPROX. 1.5 KM 1461808.3 |
 SF0418|---------------------------------------------------------------------|
 SF0418
 SF0418                          SUPERSEDED SURVEY CONTROL
 SF0418
 SF0418  NAD 83(1992)-  47 18 06.13136(N)    068 30 45.24551(W) AD(       ) 2
 SF0418  NAD 83(1986)-  47 18 06.13811(N)    068 30 45.23905(W) AD(       ) 2
 SF0418
 SF0418.Superseded values are not recommended for survey control.
 SF0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0418.See file dsdata.txt to determine how the superseded data were derived.
 SF0418
 SF0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN3684838808(NAD 83)
 SF0418_MARKER: B = BOLT
 SF0418_SETTING: 0 = UNSPECIFIED SETTING
 SF0418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0418
 SF0418  HISTORY     - Date     Condition        Report By
 SF0418  HISTORY     - 1915     MONUMENTED       GSC
 SF0418  HISTORY     - 1952     GOOD             IBC
 SF0418
 SF0418                          STATION DESCRIPTION
 SF0418
 SF0418'DESCRIBED BY GEODETIC SURVEY OF CANADA 1915 (JLR)
 SF0418'ABOUT ONE - FOURTH MILE WEST OF BAKER BROOK, NEW BRUNSWICK.  IT IS IN
 SF0418'THE EAST FACE OF THE CONCRETE RETAINING WALL BEHIND THE EAST ABUTMENT
 SF0418'OF THE PLATE - GIRDER BRIDGE ON THE CANADIAN NATIONAL RAILWAY, AND IS
 SF0418'NORTH OF THE RAILWAY TRACK.
 SF0418'
 SF0418'STATION MARK--BENCH - MARK BOLT OF THE GEODETIC SURVEY OF CANADA,
 SF0418'STAMPED---NO. 264 B.---
 SF0418
 SF0418                          STATION RECOVERY (1952)
 SF0418
 SF0418'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1952 (NWS)
 SF0418'STATION IS GOOD CONDITION IN 1952.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1822 ***********************************************************************
 PE1822  DESIGNATION -  BAKER ISLAND LIGHTHOUSE 1861
 PE1822  PID         -  PE1822
 PE1822  STATE/COUNTY-  ME/HANCOCK
 PE1822  USGS QUAD   -  BAKER ISLAND (1983)
 PE1822
 PE1822                         *CURRENT SURVEY CONTROL
 PE1822  ___________________________________________________________________
 PE1822* NAD 83(1996)-  44 14 28.33571(N)    068 11 56.44186(W)     ADJUSTED  
 PE1822* NAVD 88     -        37.     (meters)     121.     (feet)  SCALED    
 PE1822  ___________________________________________________________________
 PE1822  LAPLACE CORR-           4.68  (seconds)                    DEFLEC99
 PE1822  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 PE1822
 PE1822  HORZ ORDER  -  THIRD
 PE1822
 PE1822.The horizontal coordinates were established by classical geodetic methods
 PE1822.and adjusted by the National Geodetic Survey in March 1998..
 PE1822
 PE1822.The orthometric height was scaled from a topographic map.
 PE1822
 PE1822.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1822
 PE1822.The geoid height was determined by GEOID03.
 PE1822
 PE1822;                    North         East     Units Scale Factor Converg.
 PE1822;SPC ME E     -    63,875.327   324,040.714   MT  0.99990711   +0 12 36.0
 PE1822;UTM  19      - 4,898,975.362   563,957.853   MT  0.99965031   +0 33 31.9
 PE1822
 PE1822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1822!SPC ME E     -   0.99999799  x   0.99990711  =   0.99990510
 PE1822!UTM  19      -   0.99999799  x   0.99965031  =   0.99964830
 PE1822
 PE1822:                Primary Azimuth Mark                     Grid Az
 PE1822:SPC ME E     -  WINTER HARBOR LH                         033 22 44.9
 PE1822:UTM  19      -  WINTER HARBOR LH                         033 01 49.0
 PE1822
 PE1822|---------------------------------------------------------------------|
 PE1822| PID    Reference Object                     Distance      Geod. Az  |
 PE1822|                                                           dddmmss.s |
 PE1822| PE1770 WINTER HARBOR LH                    APPROX.16.0 KM 0333520.9 |
 PE1822| PE1818 LITTLE DUCK IS FLAG IN TREE         APPROX. 8.3 KM 2065536.5 |
 PE1822| PE1836 BASS HARBOR RESET                   APPROX.11.0 KM 2601739.8 |
 PE1822| PE1823 CRANBERRY ISLAND HOUSE CHIMNEY      APPROX. 4.5 KM 2661815.1 |
 PE1822| PE1832 HOUSE NEAR SEA WALL CHIMNEY         APPROX. 7.8 KM 2751427.5 |
 PE1822| PE1901 CRANBERRY ISLAND CHURCH SPIRE       APPROX. 5.6 KM 2815008.9 |
 PE1822| PE1897 SOUTHWEST HARBOR CHURCH SPIRE       APPROX. 9.2 KM 2871830.8 |
 PE1822| PE1899 SOUTHWEST HARBOR SCHOOLHOUSE        APPROX.11.0 KM 2931627.2 |
 PE1822| PE1903 GREENING ISLAND HOUSE NW CHIM       APPROX. 9.2 KM 2963014.5 |
 PE1822| PE1893 SUTTONS ISLAND FLAG ON BARN         APPROX. 6.4 KM 3041347.4 |
 PE1822| PE1900 DOG MOUNTAIN SMALL POLE             APPROX.12.5 KM 3074350.8 |
 PE1822| PE1907 BEAR ISLAND LIGHTHOUSE              APPROX. 7.4 KM 3093906.2 |
 PE1822| PE1777 LITTLE CRANBERRY IS FLAG TREE       APPROX. 3.3 KM 3134558.3 |
 PE1822| PE1784 BUNKER LEDGE MONUMENT               APPROX. 4.7 KM 3355802.7 |
 PE1822|---------------------------------------------------------------------|
 PE1822
 PE1822                          SUPERSEDED SURVEY CONTROL
 PE1822
 PE1822  NAD 83(1992)-  44 14 28.34199(N)    068 11 56.44435(W) AD(       ) 3
 PE1822  NAD 83(1986)-  44 14 28.34145(N)    068 11 56.45042(W) AD(       ) 3
 PE1822  NAD 27      -  44 14 28.05900(N)    068 11 58.40000(W) AD(       ) 3
 PE1822
 PE1822.Superseded values are not recommended for survey control.
 PE1822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1822.See file dsdata.txt to determine how the superseded data were derived.
 PE1822
 PE1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ6395898975(NAD 83)
 PE1822
 PE1822  HISTORY     - Date     Condition        Report By
 PE1822  HISTORY     - 1861     MONUMENTED       COASUR
 PE1822  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE1822  HISTORY     - 1953     SEE DESCRIPTION  CGS
 PE1822  HISTORY     - 1956     SEE DESCRIPTION  CGS
 PE1822
 PE1822                          STATION DESCRIPTION
 PE1822
 PE1822'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1822'THE STATION WAS RECOVERED AND ITS POSITION CHECKED BY
 PE1822'OBSERVATIONS.  THIS WAS ONE OF THE MAIN SECOND-ORDER POINTS IN
 PE1822'THE 1934 SCHEME.
 PE1822'
 PE1822'IT IS A WHITE CYLINDRICAL STONE TOWER NEAR THE CENTER OF BAKER
 PE1822'ISLAND S OF MOUNT DESERT ISLAND.
 PE1822
 PE1822                          STATION RECOVERY (1953)
 PE1822
 PE1822'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (DFR)
 PE1822'STATION WAS RECOVERED AS DESCRIBED.  A DIRT ROAD LEADS UP TO THE
 PE1822'LIGHTHOUSE FROM THE COAST GUARD MARINE WAY ON THE NE SIDE OF
 PE1822'THE ISLAND.
 PE1822
 PE1822                          STATION RECOVERY (1956)
 PE1822
 PE1822'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JCE)
 PE1822'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 PE1822'
 PE1822'THE 1934 DESCRIPTION BY K.G.C. IS ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0580 ***********************************************************************
 QG0580  DESIGNATION -  BAKER RM 1
 QG0580  PID         -  QG0580
 QG0580  STATE/COUNTY-  ME/PENOBSCOT
 QG0580  USGS QUAD   -  EAST MILLINOCKET (1988)
 QG0580
 QG0580                         *CURRENT SURVEY CONTROL
 QG0580  ___________________________________________________________________
 QG0580* NAD 83(1986)-  45 38 14.     (N)    068 30 35.     (W)     SCALED    
 QG0580* NAVD 88     -       127.314  (meters)     417.70   (feet)  ADJUSTED  
 QG0580  ___________________________________________________________________
 QG0580  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 QG0580  DYNAMIC HT  -         127.316 (meters)     417.70  (feet)  COMP
 QG0580  MODELED GRAV-     980,631.2   (mgal)                       NAVD 88
 QG0580
 QG0580  VERT ORDER  -  SECOND    CLASS 0
 QG0580
 QG0580.The horizontal coordinates were scaled from a topographic map and have
 QG0580.an estimated accuracy of +/- 6 seconds.
 QG0580
 QG0580.The orthometric height was determined by differential leveling
 QG0580.and adjusted by the National Geodetic Survey in June 1991..
 QG0580
 QG0580.The geoid height was determined by GEOID03.
 QG0580
 QG0580.The dynamic height is computed by dividing the NAVD 88
 QG0580.geopotential number by the normal gravity value computed on the
 QG0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0580.degrees latitude (g = 980.6199 gals.).
 QG0580
 QG0580.The modeled gravity was interpolated from observed gravity values.
 QG0580
 QG0580;                    North         East    Units  Estimated Accuracy
 QG0580;SPC ME E     -   218,960.      299,240.      MT  (+/- 180 meters Scaled)
 QG0580
 QG0580                          SUPERSEDED SURVEY CONTROL
 QG0580
 QG0580  NGVD 29 (??/??/92)  127.514  (m)          418.35   (f) ADJ UNCH    2 0
 QG0580
 QG0580.Superseded values are not recommended for survey control.
 QG0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0580.See file dsdata.txt to determine how the superseded data were derived.
 QG0580
 QG0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL382538(NAD 83)
 QG0580_MARKER: DR = REFERENCE MARK DISK
 QG0580_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QG0580_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QG0580_STAMPING: BAKER NO 1 1958
 QG0580_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG0580
 QG0580  HISTORY     - Date     Condition        Report By
 QG0580  HISTORY     - 1958     MONUMENTED       CGS
 QG0580  HISTORY     - 1959     GOOD             NGS
 QG0580
 QG0580                          STATION DESCRIPTION
 QG0580
 QG0580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QG0580'2.6 MI NE FROM MEDWAY.
 QG0580'0.9 MILE NORTH ALONG STATE HIGHWAY 11 FROM ITS JUNCTION WITH
 QG0580'STATE HIGHWAY 157 AT MEDWAY, THENCE 1.65 MILES EAST ALONG DIM
 QG0580'WOODS ROAD, THENCE 50 YARDS SOUTH THRU WOODS, 41.4 FEET NORTHEAST
 QG0580'OF THE STATION, 39 FEET NORTHEAST OF A METAL WITNESS POST,
 QG0580'44 FEET EAST-NORTHEAST OF A BLAZED HEMLOCK TREE, SET IN THE
 QG0580'TOP OF A PIPE PROJECTING 6 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0579 ***********************************************************************
 QG0579  DESIGNATION -  BAKER RM 2
 QG0579  PID         -  QG0579
 QG0579  STATE/COUNTY-  ME/PENOBSCOT
 QG0579  USGS QUAD   -  EAST MILLINOCKET (1988)
 QG0579
 QG0579                         *CURRENT SURVEY CONTROL
 QG0579  ___________________________________________________________________
 QG0579* NAD 83(1986)-  45 38 14.     (N)    068 30 35.     (W)     SCALED    
 QG0579* NAVD 88     -       126.738  (meters)     415.81   (feet)  ADJUSTED  
 QG0579  ___________________________________________________________________
 QG0579  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 QG0579  DYNAMIC HT  -         126.740 (meters)     415.81  (feet)  COMP
 QG0579  MODELED GRAV-     980,631.2   (mgal)                       NAVD 88
 QG0579
 QG0579  VERT ORDER  -  SECOND    CLASS 0
 QG0579
 QG0579.The horizontal coordinates were scaled from a topographic map and have
 QG0579.an estimated accuracy of +/- 6 seconds.
 QG0579
 QG0579.The orthometric height was determined by differential leveling
 QG0579.and adjusted by the National Geodetic Survey in June 1991..
 QG0579
 QG0579.The geoid height was determined by GEOID03.
 QG0579
 QG0579.The dynamic height is computed by dividing the NAVD 88
 QG0579.geopotential number by the normal gravity value computed on the
 QG0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0579.degrees latitude (g = 980.6199 gals.).
 QG0579
 QG0579.The modeled gravity was interpolated from observed gravity values.
 QG0579
 QG0579;                    North         East    Units  Estimated Accuracy
 QG0579;SPC ME E     -   218,960.      299,240.      MT  (+/- 180 meters Scaled)
 QG0579
 QG0579                          SUPERSEDED SURVEY CONTROL
 QG0579
 QG0579  NGVD 29 (??/??/92)  126.938  (m)          416.46   (f) ADJ UNCH    2 0
 QG0579
 QG0579.Superseded values are not recommended for survey control.
 QG0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0579.See file dsdata.txt to determine how the superseded data were derived.
 QG0579
 QG0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL382538(NAD 83)
 QG0579_MARKER: DR = REFERENCE MARK DISK
 QG0579_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QG0579_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QG0579_STAMPING: BAKER NO 2 1958
 QG0579_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG0579
 QG0579  HISTORY     - Date     Condition        Report By
 QG0579  HISTORY     - 1958     MONUMENTED       CGS
 QG0579  HISTORY     - 1959     GOOD             NGS
 QG0579
 QG0579                          STATION DESCRIPTION
 QG0579
 QG0579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QG0579'2.6 MI NE FROM MEDWAY.
 QG0579'0.9 MILE NORTH ALONG STATE HIGHWAY 11 FROM THE JUNCTION OF STATE
 QG0579'HIGHWAY 157 AT MEDWAY, THENCE 1.65 MILES EAST ALONG DIM WOODS
 QG0579'ROAD, THENCE 50 YARDS SOUTH THRU WOODS, 66.2 FEET NORTHWEST OF
 QG0579'THE STATION, SET IN THE TOP OF A PIPE PROJECTING 7 INCHES ABOVE
 QG0579'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2744 ***********************************************************************
 OC2744  DESIGNATION -  BALCH
 OC2744  PID         -  OC2744
 OC2744  STATE/COUNTY-  ME/YORK
 OC2744  USGS QUAD   -  WEST NEWFIELD (1983)
 OC2744
 OC2744                         *CURRENT SURVEY CONTROL
 OC2744  ___________________________________________________________________
 OC2744* NAD 83(1996)-  43 37 35.99051(N)    070 57 39.06724(W)     ADJUSTED  
 OC2744* NAVD 88     -       208.3    (meters)     683.     (feet)  VERTCON   
 OC2744  ___________________________________________________________________
 OC2744  LAPLACE CORR-           3.26  (seconds)                    DEFLEC99
 OC2744  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 OC2744
 OC2744  HORZ ORDER  -  SECOND
 OC2744
 OC2744.The horizontal coordinates were established by classical geodetic methods
 OC2744.and adjusted by the National Geodetic Survey in March 1998..
 OC2744
 OC2744.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2744.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2744
 OC2744.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2744
 OC2744.The geoid height was determined by GEOID03.
 OC2744
 OC2744;                    North         East     Units Scale Factor Converg.
 OC2744;SPC ME W     -    88,440.394   835,905.393   MT  1.00001718   -0 32 52.7
 OC2744;UTM  19      - 4,832,276.653   341,806.484   MT  0.99990782   -1 21 11.5
 OC2744
 OC2744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2744!SPC ME W     -   0.99997157  x   1.00001718  =   0.99998875
 OC2744!UTM  19      -   0.99997157  x   0.99990782  =   0.99987939
 OC2744
 OC2744|---------------------------------------------------------------------|
 OC2744| PID    Reference Object                     Distance      Geod. Az  |
 OC2744|                                                           dddmmss.s |
 OC2744| OC2743 BALCH RM 1                            8.778 METERS 15528     |
 OC2744| CE7206 BALCH RM 2                            5.633 METERS 26656     |
 OC2744| OC2745 BALCH AZ MK A PT                    317.005 METERS 31116     |
 OC2744| OC2746 BALCH AZ MK                         321.748 METERS 31140     |
 OC2744|---------------------------------------------------------------------|
 OC2744
 OC2744                          SUPERSEDED SURVEY CONTROL
 OC2744
 OC2744  NAD 83(1992)-  43 37 35.98887(N)    070 57 39.06933(W) AD(       ) 2
 OC2744  NAD 83(1986)-  43 37 35.99638(N)    070 57 39.07543(W) AD(       ) 2
 OC2744  NAD 27      -  43 37 35.71322(N)    070 57 40.84211(W) AD(       ) 2
 OC2744  NGVD 29 (07/19/86)  208.5    (m)          684.     (f) VERT ANG       
 OC2744
 OC2744.Superseded values are not recommended for survey control.
 OC2744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2744.See file dsdata.txt to determine how the superseded data were derived.
 OC2744
 OC2744_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ4180632277(NAD 83)
 OC2744_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OC2744_SETTING: 80 = SET IN A BOULDER
 OC2744_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 OC2744
 OC2744  HISTORY     - Date     Condition        Report By
 OC2744  HISTORY     - 1976     MONUMENTED       NGS
 OC2744
 OC2744                          STATION DESCRIPTION
 OC2744
 OC2744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2744'THE STATION IS LOCATED IN A BOULDER ON THE SOUTH SIDE OF
 OC2744'SANBORN ROAD ABOUT 2-1/4 MILES SOUTHWEST OF WEST NEWFIELD,
 OC2744'5/8 MILE EAST OF MAINE/NEW HAMPSHIRE BORDER, 4-1/4 MILES
 OC2744'WEST-NORTHWEST OF NORTH SHAPLEIGH.
 OC2744'
 OC2744'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 11
 OC2744'AND 110 ABOUT 2-1/4 MILES WEST OF NEWFIELD, GO WESTERLY ON
 OC2744'STATE ROUTE 110 FOR 0.9 MILE TO A CROSS ROAD WHICH IS IN
 OC2744'WEST NEWFIELD.  TURN LEFT FOLLOWING STATE ROUTE 110 FOR
 OC2744'1.15 MILES TO A CROSS ROAD.  TURN LEFT ONTO LIBBY ROAD, AND
 OC2744'GO SOUTHERLY FOR 1.15 MILES TO THE INTERSECTION OF SANBORN
 OC2744'ROAD ON THE RIGHT.  TURN RIGHT ONTO SANBORN ROAD AND GO
 OC2744'WESTERLY FOR 1.05 MILES TO THE STATION ON THE LEFT OPPOSITE
 OC2744'A BARN AND CONCRETE DRIVEWAY.
 OC2744'
 OC2744'THE STATION MARK IS A STANDARD DISK STAMPED---BALCH 1976---.
 OC2744'THE DISK IS CEMENTED FLUSH IN A DRILL HOLE IN A BOULDER.
 OC2744'THE BOULDER PROJECTS 4 INCHES ON THE NORTHEAST SIDE AND 36
 OC2744'INCHES ON THE SOUTHWEST SIDE.  IT IS 4.5 FEET NORTH OF A
 OC2744'METAL WITNESS POST WITH SIGN, 46.0 FEET SOUTH OF THE
 OC2744'CENTERLINE OF SANBORN ROAD, 13.4 FEET EAST OF A WELL HEAD,
 OC2744'AND IT IS LOCATED IN THE SOUTHEAST CORNER BOULDER OF AN OLD
 OC2744'ROCK FOUNDATION DIRECTLY IN FRONT OF A BARN ON THE OPPOSITE
 OC2744'SIDE OF SANBORN ROAD.
 OC2744'
 OC2744'REFERENCE MARK 1, STAMPED---BALCH NO 1 1976---, IS A STANDARD
 OC2744'DISK CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS
 OC2744'30 INCHES ABOVE THE GROUND SURFACE.  IT IS 26.4 FEET EAST OF
 OC2744'A METAL WITNESS POST, 60.5 FEET SOUTH OF SANBORN ROAD.
 OC2744'
 OC2744'REFERENCE MARK 2, STAMPED---BALCH NO 2 1976---, IS A STANDARD
 OC2744'DISK CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS
 OC2744'30 INCHES ABOVE THE GROUND SURFACE.  IT IS 12.0 FEET SOUTH OF
 OC2744'A WELL HEAD, AND 16.2 FEET SOUTHWEST OF A METAL WITNESS POST
 OC2744'WITH SIGN.
 OC2744'
 OC2744'THE AZIMUTH MARK, STAMPED---BALCH AZ 1976---, IS A STANDARD
 OC2744'DISK SET IN THE TOP OF A 12-INCH
 OC2744'CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND
 OC2744'SURFACE.  IT IS 3.2 FEET SOUTHEAST OF A METAL WITNESS POST
 OC2744'WITH SIGN, 17.0 FEET NORTH OF THE CENTERLINE OF SANBORN ROAD
 OC2744'AND 37.5 FEET NORTHWEST OF A POWER POLE.
 OC2744'
 OC2744'TO REACH THE AZIMUTH FROM THE STATION GO WESTERLY ON THE
 OC2744'SANBORN ROAD FOR 0.2 MILE TO THE AZIMUTH ON THE RIGHT.
 OC2744'
 OC2744'THE HEIGHT OF LIGHT ABOVE THE STATION WAS 1 METER.
 OC2744'
 OC2744'DESCRIBED BY JERRY E. ELLINGWOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2746 ***********************************************************************
 OC2746  DESIGNATION -  BALCH AZ MK
 OC2746  PID         -  OC2746
 OC2746  STATE/COUNTY-  ME/YORK
 OC2746  USGS QUAD   -  WEST NEWFIELD (1983)
 OC2746
 OC2746                         *CURRENT SURVEY CONTROL
 OC2746  ___________________________________________________________________
 OC2746* NAD 83(1996)-  43 37 42.92014(N)    070 57 49.78976(W)     ADJUSTED  
 OC2746* NAVD 88     -       199.7    (meters)     655.     (feet)  VERTCON   
 OC2746  ___________________________________________________________________
 OC2746  LAPLACE CORR-           3.24  (seconds)                    DEFLEC99
 OC2746  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 OC2746
 OC2746  HORZ ORDER  -  SECOND
 OC2746
 OC2746.The horizontal coordinates were established by classical geodetic methods
 OC2746.and adjusted by the National Geodetic Survey in March 1998..
 OC2746
 OC2746.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2746
 OC2746.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2746
 OC2746.The geoid height was determined by GEOID03.
 OC2746
 OC2746;                    North         East     Units Scale Factor Converg.
 OC2746;SPC ME W     -    88,656.557   835,667.067   MT  1.00001755   -0 33 00.2
 OC2746;UTM  19      - 4,832,496.120   341,571.246   MT  0.99990874   -1 21 19.0
 OC2746
 OC2746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2746!SPC ME W     -   0.99997292  x   1.00001755  =   0.99999047
 OC2746!UTM  19      -   0.99997292  x   0.99990874  =   0.99988166
 OC2746
 OC2746|---------------------------------------------------------------------|
 OC2746| PID    Reference Object                     Distance      Geod. Az  |
 OC2746|                                                           dddmmss.s |
 OC2746| OC2744 BALCH                               321.748 METERS 13139     |
 OC2746| OC2745 BALCH AZ MK A PT                      5.220 METERS 15609     |
 OC2746|---------------------------------------------------------------------|
 OC2746
 OC2746                          SUPERSEDED SURVEY CONTROL
 OC2746
 OC2746  NAD 83(1992)-  43 37 42.91851(N)    070 57 49.79186(W) AD(       ) 2
 OC2746  NAD 83(1986)-  43 37 42.92604(N)    070 57 49.79796(W) AD(       ) 2
 OC2746  NAD 27      -  43 37 42.64296(N)    070 57 51.56425(W) AD(       ) 2
 OC2746  NGVD 29 (07/19/86)  199.9    (m)          656.     (f) VERT ANG       
 OC2746
 OC2746.Superseded values are not recommended for survey control.
 OC2746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2746.See file dsdata.txt to determine how the superseded data were derived.
 OC2746
 OC2746_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ4157132496(NAD 83)
 OC2746_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OC2746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC2746_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC2746
 OC2746  HISTORY     - Date     Condition        Report By
 OC2746  HISTORY     - 1976     MONUMENTED       NGS
 OC2746
 OC2746                          STATION DESCRIPTION
 OC2746
 OC2746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2746'THIS STATION WAS ESTABLISHED BY AN EDM MEASUREMENT FROM
 OC2746'TRAVERSE STATION BALCH 1976.  SEE DESCRIPTION THEREOF.
 OC2746'
 OC2746'DESCRIBED BY GREGORY S. NELSON.
 OC2746'
 OC2746'THE HEIGHT OF LIGHT ABOVE THE STATION WAS 1.0 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0100 ***********************************************************************
 QH0100  DESIGNATION -  BALD
 QH0100  PID         -  QH0100
 QH0100  STATE/COUNTY-  ME/SOMERSET
 QH0100  USGS QUAD   -  BOUNDARY BALD MOUNTAIN (1989)
 QH0100
 QH0100                         *CURRENT SURVEY CONTROL
 QH0100  ___________________________________________________________________
 QH0100* NAD 83(1996)-  45 45 59.45512(N)    070 12 15.01281(W)     ADJUSTED  
 QH0100* NAVD 88     -      1109.3    (meters)    3639.     (feet)  VERTCON   
 QH0100  ___________________________________________________________________
 QH0100  LAPLACE CORR-           4.03  (seconds)                    DEFLEC99
 QH0100  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 QH0100
 QH0100  HORZ ORDER  -  FIRST
 QH0100
 QH0100.The horizontal coordinates were established by classical geodetic methods
 QH0100.and adjusted by the National Geodetic Survey in March 1998..
 QH0100
 QH0100.The NAVD 88 height was computed by applying the VERTCON shift value to
 QH0100.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QH0100
 QH0100.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0100
 QH0100.The geoid height was determined by GEOID03.
 QH0100
 QH0100;                    North         East     Units Scale Factor Converg.
 QH0100;SPC ME W     -   325,919.449   897,082.753   MT  0.99996677   -0 01 36.7
 QH0100;UTM  19      - 5,068,811.314   406,367.076   MT  0.99970778   -0 51 46.3
 QH0100
 QH0100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0100!SPC ME W     -   0.99983010  x   0.99996677  =   0.99979688
 QH0100!UTM  19      -   0.99983010  x   0.99970778  =   0.99953793
 QH0100
 QH0100|---------------------------------------------------------------------|
 QH0100| PID    Reference Object                     Distance      Geod. Az  |
 QH0100|                                                           dddmmss.s |
 QH0100| QH0101 BALD IBC                              5.200 METERS 02720     |
 QH0100| DA4407 BALD RM 2                            10.898 METERS 06423     |
 QH0100| QH0114 SALLY MT LOOKOUT TOWER              APPROX.21.0 KM 2014115.7 |
 QH0100| DA4406 BALD RM 1                             5.398 METERS 26250     |
 QH0100|---------------------------------------------------------------------|
 QH0100
 QH0100                          SUPERSEDED SURVEY CONTROL
 QH0100
 QH0100  NAD 83(1992)-  45 45 59.45489(N)    070 12 15.00554(W) AD(       ) 1
 QH0100  NAD 83(1986)-  45 45 59.45637(N)    070 12 15.01996(W) AD(       ) 1
 QH0100  NAD 27      -  45 45 59.29700(N)    070 12 16.77900(W) AD(       ) 1
 QH0100  NGVD 29 (07/19/86) 1109.4    (m)         3640.     (f) VERT ANG       
 QH0100
 QH0100.Superseded values are not recommended for survey control.
 QH0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0100.See file dsdata.txt to determine how the superseded data were derived.
 QH0100
 QH0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL0636768811(NAD 83)
 QH0100_MARKER: DS = TRIANGULATION STATION DISK
 QH0100_SETTING: 66 = SET IN ROCK OUTCROP
 QH0100_STAMPING: BALD 1929 1984
 QH0100_MARK LOGO: NGS   
 QH0100_MAGNETIC: N = NO MAGNETIC MATERIAL
 QH0100_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QH0100+STABILITY: POSITION/ELEVATION WELL
 QH0100
 QH0100  HISTORY     - Date     Condition        Report By
 QH0100  HISTORY     - 19840910 MONUMENTED       NGS
 QH0100
 QH0100                          STATION DESCRIPTION
 QH0100
 QH0100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 QH0100'THE STEM FOR THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED. THE
 QH0100'DRILL HOLE FOR REFERENCE MARK 2 WAS ALSO RECOVERED.  NEW DISK WERE SET
 QH0100'IN THE CENTER OF THE DRILL HOLE AND THE CENTER OF THE STEMS WAS HELD
 QH0100'AND REMOVED WITH DISK REPLACED ALSO.  THE DISTANCES AND DIRECTIONS TO
 QH0100'THE REFERENCE MARKS CHECKED.  THE LOOKOUT TOWER HAS FALLEN DOWN AND
 QH0100'ALSO THE MARK UNDER THE TOWER IS LOOSE AND IS OF NO VALUE.  A NEW
 QH0100'DESCRIPTION FOLLOWS.
 QH0100' 
 QH0100'THE STATION IS LOCATED ABOUT 19.3 KM (12.0 MI) NORTH OF JACKMAN, ON
 QH0100'THE TOP OF BOUNDARY BALD MOUNTAIN AND NEAR THE REMAINS OF A FALLEN
 QH0100'DOWN STEEL LOOKOUT TOWER.
 QH0100' 
 QH0100'TO REACH THE STATION FROM THE POST OFFICE IN JACKMAN, GO NORTH ON US
 QH0100'HIGHWAY 201 FOR 11.8 KM (7.3 MI) TO THE DENNISTOWN-SANDY BAR TOWN
 QH0100'LINE.  CONTINUE NORTH ON HIGHWAY 201 FOR 1.4 KM (0.9 MI) TO A SIDE
 QH0100'ROAD RIGHT.  TURN RIGHT AND GO EAST ON A GRAVELED ROAD FOR 3.9 KM
 QH0100'(2.45 MI) TO A WOODEN BRIDGE OVER HEALD POND INLET.  CONTINUE EAST ON
 QH0100'A GRAVELED ROAD FOR 0.8 KM (0.5 MI) TO HEALD POND ON THE RIGHT.
 QH0100'CONTINUE EAST ON THE GRAVELED ROAD FOR 2.1 KM (1.3 MI) TO A FORK. TAKE
 QH0100'THE LEFT FORK AND GO NORTH, UPHILL, ON A GRAVELED ROAD FOR 1.9 KM
 QH0100'(1.45 MI) TO AN OLD FOREST RANGERS CABIN ON THE LEFT.  CONTINUE NORTH
 QH0100'ON THE GRAVELED ROAD FOR 0.3 KM (0.2 MI) TO A GRAVEL PIT ON THE LEFT
 QH0100'AND THE END OF TRUCK TRAVEL.  PACK NORTHERLY ON A DIM TRAIL FOR ABOUT
 QH0100'0.3 MILE AND THEN GO TO THE WEST TO THE TELEPHONE LINES.  FOLLOW
 QH0100'TELEPHONE LINES TO THE NORTHEAST TO THE TOP OF THE MOUNTAIN AND THE
 QH0100'STATION.
 QH0100' 
 QH0100'THE STATION IS A STANDARD NGS DISK STAMPED--BALD 1929 1984--, CEMENTED
 QH0100'IN A DRILL HOLE IN ROCK OUTCROP.  IT IS LOCATED 17.5 FT (5.3 M) SSW
 QH0100'FROM THE NORTHWEST CONCRETE FOOTING FOR THE OLD LOOKOUT TOWER, AND
 QH0100'10.3 FT (3.1 M) SW FROM THE SOUTHWEST CONCRETE FOOTING.
 QH0100' 
 QH0100'REFERENCE MARK NO 1 IS A STANDARD NGS DISK STAMPED--BALD 1929 NO 1
 QH0100'1984--, CEMENTED IN A DRILL HOLE IN ROCK OUTCROP.  IT IS LOCATED 27.0
 QH0100'FT (8.2 M) WSW FROM THE NORTHWEST CONCRETE FOOTING, 25.2 FT (7.7 M)
 QH0100'WNW FROM THE SOUTH WEST CONCRETE FOOTING, AND 2.0 FT (0.6 M) LOWER
 QH0100'THAN THE STATION.
 QH0100' 
 QH0100'REFERENCE MARK NO 2 IS A STANDARD NGS DISK STAMPED--BALD 1929 NO 2
 QH0100'1984--, CEMENTED IN A DRILL HOLE IN ROCK OUTCROP.  IT IS LOCATED 23.5
 QH0100'FT (7.2 M) ESE FROM THE NORTHEAST CONCRETE FOOTING, 18.8 FT (5.7 M)
 QH0100'ESE FROM THE SOUTHEAST CONCRETE FOOTING, AND 1.0 FT (0.3 M) HIGHER
 QH0100'THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0471 ***********************************************************************
 OB0471  DESIGNATION -  BALD HEAD
 OB0471  PID         -  OB0471
 OB0471  STATE/COUNTY-  ME/SAGADAHOC
 OB0471  USGS QUAD   -  SMALL POINT (1957)
 OB0471
 OB0471                         *CURRENT SURVEY CONTROL
 OB0471  ___________________________________________________________________
 OB0471* NAD 83(1996)-  43 42 22.52583(N)    069 51 14.93942(W)     ADJUSTED  
 OB0471* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 OB0471  ___________________________________________________________________
 OB0471  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 OB0471  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 OB0471
 OB0471  HORZ ORDER  -  THIRD
 OB0471
 OB0471.The horizontal coordinates were established by classical geodetic methods
 OB0471.and adjusted by the National Geodetic Survey in March 1998..
 OB0471
 OB0471.The orthometric height was scaled from a topographic map.
 OB0471
 OB0471.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0471
 OB0471.The geoid height was determined by GEOID03.
 OB0471
 OB0471;                    North         East     Units Scale Factor Converg.
 OB0471;SPC ME W     -    97,024.322   925,188.286   MT  0.99997447   +0 12 57.4
 OB0471;UTM  19      - 4,839,602.762   431,182.223   MT  0.99965825   -0 35 24.7
 OB0471
 OB0471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0471!SPC ME W     -   1.00000172  x   0.99997447  =   0.99997619
 OB0471!UTM  19      -   1.00000172  x   0.99965825  =   0.99965997
 OB0471
 OB0471|---------------------------------------------------------------------|
 OB0471| PID    Reference Object                     Distance      Geod. Az  |
 OB0471|                                                           dddmmss.s |
 OB0471| CE7207 BALD HEAD RM 1                        2.807 METERS 00225     |
 OB0471| OB0472 BALD HEAD LEDGE BEACON              APPROX. 0.8 KM 1770050.0 |
 OB0471| OC1529 HALFWAY ROCK LIGHTHOUSE 1904        APPROX.15.8 KM 2491808.6 |
 OB0471| CE7208 BALD HEAD RM 2                        4.487 METERS 26459     |
 OB0471| OB0581 SEYMOUR 1933                        APPROX.11.7 KM 3070259.1 |
 OB0471| OB0493 JAMISON LEDGE BEACON                APPROX. 4.9 KM 3344300.0 |
 OB0471| OB0566 GOUDY LEDGE BEACON                  APPROX. 7.2 KM 3344503.8 |
 OB0471| OB0588 SEBASCODEGAN IS C HARBOR HOTEL      APPROX.10.1 KM 3414257.3 |
 OB0471|---------------------------------------------------------------------|
 OB0471
 OB0471                          SUPERSEDED SURVEY CONTROL
 OB0471
 OB0471  NAD 83(1992)-  43 42 22.52320(N)    069 51 14.93870(W) AD(       ) 3
 OB0471  NAD 83(1986)-  43 42 22.52898(N)    069 51 14.94427(W) AD(       ) 3
 OB0471  NAD 27      -  43 42 22.22100(N)    069 51 16.78000(W) AD(       ) 3
 OB0471
 OB0471.Superseded values are not recommended for survey control.
 OB0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0471.See file dsdata.txt to determine how the superseded data were derived.
 OB0471
 OB0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3118239603(NAD 83)
 OB0471
 OB0471  HISTORY     - Date     Condition        Report By
 OB0471  HISTORY     - 1854     MONUMENTED       CGS
 OB0471  HISTORY     - 1911     SEE DESCRIPTION  CGS
 OB0471  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OB0471  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0471
 OB0471                          STATION DESCRIPTION
 OB0471
 OB0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1911
 OB0471'ON THE HIGHEST PART OF BALD HEAD, A BARE ROCKY HILL AT THE SW
 OB0471'END OF CAPE SMALL.  THE STATION AND REFERENCE MARKS ARE STANDARD
 OB0471'BRONZE DISKS WEDGED IN DRILL HOLES IN BOULDERS.  THE REFERENCE MARK
 OB0471'IS 2.75 METERS TO THE NORTHWARD OF THE STATION.  THERE ARE TWO
 OB0471'IRON RODS SET IN THE ROCK, 3.37 METERS NE AND 3.96 METERS S OF
 OB0471'THE STATION, RESPECTIVELY.
 OB0471
 OB0471                          STATION RECOVERY (1933)
 OB0471
 OB0471'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OB0471'THIS STATION IS ON THE HIGHEST PART OF BALD HEAD, A BARE ROCKY
 OB0471'HILL AT THE SW END OF CAPE SMALL, CONNECTED TO THE MAINLAND BY
 OB0471'LOW GROUND AND SAND BEACHES.  STATION IS ON THE HIGHEST POINT OF
 OB0471'THE HIGH ROCK LEDGE AND HAS THREE ANCHOR BOLTS AROUND IT.  ONE
 OB0471'IS 0.40 METER N, ANOTHER 0.39 METER SW AND A THIRD 0.39 METER
 OB0471'SE.  THERE IS A 1-INCH DRILL HOLE 0.18 METER W.  A 1-INCH DRILL
 OB0471'HOLE 3.35 METERS NE.  AN OLD 1-INCH ANCHOR BOLT 3.95 METERS S
 OB0471'AND AN OLD 1/2-INCH ANCHOR BOLT 10.03 METERS SW OF THE STATION
 OB0471'MARK.
 OB0471'
 OB0471'REFERENCE MARK NO. 1 (1854-1911) IS N OF THE STATION AND AT ABOUT
 OB0471'THE SAME ELEVATION ON THE SAME LEDGE.
 OB0471'
 OB0471'REFERENCE MARK NO. 2 (1854-1933) IS ABOUT 0.5 METER LOWER IN THE
 OB0471'SAME LEDGE AND SW OF THE STATION.
 OB0471
 OB0471                          STATION RECOVERY (1942)
 OB0471
 OB0471'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OB0471'RECOVERED AS DESCRIBED IN 1933.  DESCRIPTION IS COMPLETE AND
 OB0471'ADEQUATE.  REFERENCE MARKS WERE REMEASURED AND FOUND TO AGREE WITH
 OB0471'1933 MEASUREMENTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1180 ***********************************************************************
 PF1180  DESIGNATION -  BALD HEAD
 PF1180  PID         -  PF1180
 PF1180  STATE/COUNTY-  ME/FRANKLIN
 PF1180  USGS QUAD   -  OQUOSSOC (1984)
 PF1180
 PF1180                         *CURRENT SURVEY CONTROL
 PF1180  ___________________________________________________________________
 PF1180* NAD 83(1996)-  44 56 36.75402(N)    070 46 31.76258(W)     ADJUSTED  
 PF1180* NAVD 88     -       745.     (meters)    2444.     (feet)  SCALED    
 PF1180  ___________________________________________________________________
 PF1180  LAPLACE CORR-           5.65  (seconds)                    DEFLEC99
 PF1180  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 PF1180
 PF1180  HORZ ORDER  -  THIRD
 PF1180
 PF1180.The horizontal coordinates were established by classical geodetic methods
 PF1180.and adjusted by the National Geodetic Survey in March 1998..
 PF1180
 PF1180.The orthometric height was scaled from a topographic map.
 PF1180
 PF1180.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1180
 PF1180.The geoid height was determined by GEOID03.
 PF1180
 PF1180;                    North         East     Units Scale Factor Converg.
 PF1180;SPC ME W     -   234,638.043   851,950.718   MT  0.99999504   -0 25 48.3
 PF1180;UTM  19      - 4,978,212.121   359,926.826   MT  0.99984126   -1 15 15.9
 PF1180
 PF1180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1180!SPC ME W     -   0.99988726  x   0.99999504  =   0.99988230
 PF1180!UTM  19      -   0.99988726  x   0.99984126  =   0.99972854
 PF1180
 PF1180:                Primary Azimuth Mark                     Grid Az
 PF1180:SPC ME W     -  LANG LOT                                 031 53 01.5
 PF1180:UTM  19      -  LANG LOT                                 032 42 29.1
 PF1180
 PF1180|---------------------------------------------------------------------|
 PF1180| PID    Reference Object                     Distance      Geod. Az  |
 PF1180|                                                           dddmmss.s |
 PF1180| QH0296 LANG LOT                            APPROX.20.7 KM 0312713.2 |
 PF1180| PF0895 AZISCOOS                            APPROX.18.2 KM 2594324.8 |
 PF1180| QH0308 SAWYER                              APPROX.13.6 KM 3001622.5 |
 PF1180| QH0307 KENNEBAGO LOT                       APPROX.18.5 KM 3495658.7 |
 PF1180|---------------------------------------------------------------------|
 PF1180
 PF1180                          SUPERSEDED SURVEY CONTROL
 PF1180
 PF1180  NAD 83(1992)-  44 56 36.75270(N)    070 46 31.76296(W) AD(       ) 3
 PF1180  NAD 83(1992)-  44 56 36.75666(N)    070 46 31.75799(W) AD(       ) 3
 PF1180  NAD 83(1986)-  44 56 36.75800(N)    070 46 31.76178(W) AD(       ) 3
 PF1180  NAD 27      -  44 56 36.57710(N)    070 46 33.53365(W) AD(       ) 3
 PF1180
 PF1180.Superseded values are not recommended for survey control.
 PF1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1180.See file dsdata.txt to determine how the superseded data were derived.
 PF1180
 PF1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK5992778212(NAD 83)
 PF1180_MARKER: DD = SURVEY DISK
 PF1180_SETTING: 66 = SET IN ROCK OUTCROP
 PF1180_SP_SET: SET IN ROCK OUTCROP
 PF1180_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PF1180+STABILITY: POSITION/ELEVATION WELL
 PF1180
 PF1180  HISTORY     - Date     Condition        Report By
 PF1180  HISTORY     - 1927     MONUMENTED       USGS
 PF1180
 PF1180                          STATION DESCRIPTION
 PF1180
 PF1180'DESCRIBED BY US GEOLOGICAL SURVEY 1927
 PF1180'LOCATED ON BALD HEAD MOUNTAIN, ON NECK OF LAND BETWEEN RANGELEY AND
 PF1180'MOOSELOOKMEGUNTIC LAKES.  GOOD TRAIL FROM BARKERS HOTEL.
 PF1180'
 PF1180'SIGNAL, STEEL LOOKOUT TOWER 14.3 FT, S 76 DEG 34 MIN W,
 PF1180'FROM THE STATION.
 PF1180'
 PF1180'STATION MARK, STANDARD DISK IN SOLID ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0467 ***********************************************************************
 OC0467  DESIGNATION -  BALD HEAD CLIFF 152 RM 1
 OC0467  PID         -  OC0467
 OC0467  STATE/COUNTY-  ME/YORK
 OC0467  USGS QUAD   -  YORK BEACH (1998)
 OC0467
 OC0467                         *CURRENT SURVEY CONTROL
 OC0467  ___________________________________________________________________
 OC0467* NAD 83(1986)-  43 13 15.     (N)    070 34 36.     (W)     SCALED    
 OC0467* NAVD 88     -        18.487  (meters)      60.65   (feet)  ADJUSTED  
 OC0467  ___________________________________________________________________
 OC0467  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 OC0467  DYNAMIC HT  -          18.485 (meters)      60.65  (feet)  COMP
 OC0467  MODELED GRAV-     980,468.9   (mgal)                       NAVD 88
 OC0467
 OC0467  VERT ORDER  -  SECOND    CLASS 0
 OC0467
 OC0467.The horizontal coordinates were scaled from a topographic map and have
 OC0467.an estimated accuracy of +/- 6 seconds.
 OC0467
 OC0467.The orthometric height was determined by differential leveling
 OC0467.and adjusted by the National Geodetic Survey in June 1991..
 OC0467
 OC0467.The geoid height was determined by GEOID03.
 OC0467
 OC0467.The dynamic height is computed by dividing the NAVD 88
 OC0467.geopotential number by the normal gravity value computed on the
 OC0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0467.degrees latitude (g = 980.6199 gals.).
 OC0467
 OC0467.The modeled gravity was interpolated from observed gravity values.
 OC0467
 OC0467;                    North         East    Units  Estimated Accuracy
 OC0467;SPC ME W     -    43,130.      866,690.      MT  (+/- 180 meters Scaled)
 OC0467
 OC0467                          SUPERSEDED SURVEY CONTROL
 OC0467
 OC0467  NGVD 29 (??/??/92)   18.716  (m)           61.40   (f) ADJ UNCH    2 0
 OC0467
 OC0467.Superseded values are not recommended for survey control.
 OC0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0467.See file dsdata.txt to determine how the superseded data were derived.
 OC0467
 OC0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH719865(NAD 83)
 OC0467_MARKER: DR = REFERENCE MARK DISK
 OC0467_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 OC0467_SP_SET: UNSPECIFIED ROCK
 OC0467_STAMPING: BALD HEAD CLIFF 152 1941
 OC0467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC0467
 OC0467  HISTORY     - Date     Condition        Report By
 OC0467  HISTORY     - 1941     MONUMENTED       CGS
 OC0467  HISTORY     - 1943     GOOD             NGS
 OC0467  HISTORY     - 1976     MARK NOT FOUND   NGS
 OC0467
 OC0467                          STATION DESCRIPTION
 OC0467
 OC0467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 OC0467'2.6 MI SE FROM OGUNQUIT.
 OC0467'2.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 1A FROM THE POST OFFICE
 OC0467'AT OGUNQUIT, YORK COUNTY, ON BALD HEAD CLIFF, 200 FEET SOUTH
 OC0467'OF THE ARMY FIRE CONTROL TOWER, 102 FEET SOUTHEAST OF THE
 OC0467'SOUTHEAST CORNER OF CLIFF HOUSE HOTEL, NEAR THE FOOTPATH ALONG
 OC0467'THE SHORE, AND IN A ROCK FLUSH WITH THE GROUND.
 OC0467
 OC0467                          STATION RECOVERY (1976)
 OC0467
 OC0467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0467'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0468 ***********************************************************************
 OC0468  DESIGNATION -  BALD HEAD CLIFF 152 RM 2
 OC0468  PID         -  OC0468
 OC0468  STATE/COUNTY-  ME/YORK
 OC0468  USGS QUAD   -  YORK BEACH (1998)
 OC0468
 OC0468                         *CURRENT SURVEY CONTROL
 OC0468  ___________________________________________________________________
 OC0468* NAD 83(1986)-  43 13 15.     (N)    070 34 36.     (W)     SCALED    
 OC0468* NAVD 88     -        15.597  (meters)      51.17   (feet)  ADJUSTED  
 OC0468  ___________________________________________________________________
 OC0468  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 OC0468  DYNAMIC HT  -          15.594 (meters)      51.16  (feet)  COMP
 OC0468  MODELED GRAV-     980,468.9   (mgal)                       NAVD 88
 OC0468
 OC0468  VERT ORDER  -  SECOND    CLASS 0
 OC0468
 OC0468.The horizontal coordinates were scaled from a topographic map and have
 OC0468.an estimated accuracy of +/- 6 seconds.
 OC0468
 OC0468.The orthometric height was determined by differential leveling
 OC0468.and adjusted by the National Geodetic Survey in June 1991..
 OC0468
 OC0468.The geoid height was determined by GEOID03.
 OC0468
 OC0468.The dynamic height is computed by dividing the NAVD 88
 OC0468.geopotential number by the normal gravity value computed on the
 OC0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0468.degrees latitude (g = 980.6199 gals.).
 OC0468
 OC0468.The modeled gravity was interpolated from observed gravity values.
 OC0468
 OC0468;                    North         East    Units  Estimated Accuracy
 OC0468;SPC ME W     -    43,130.      866,690.      MT  (+/- 180 meters Scaled)
 OC0468
 OC0468                          SUPERSEDED SURVEY CONTROL
 OC0468
 OC0468  NGVD 29 (??/??/92)   15.826  (m)           51.92   (f) ADJ UNCH    2 0
 OC0468
 OC0468.Superseded values are not recommended for survey control.
 OC0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0468.See file dsdata.txt to determine how the superseded data were derived.
 OC0468
 OC0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH719865(NAD 83)
 OC0468_MARKER: DR = REFERENCE MARK DISK
 OC0468_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 OC0468_SP_SET: UNSPECIFIED ROCK
 OC0468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC0468
 OC0468  HISTORY     - Date     Condition        Report By
 OC0468  HISTORY     - UNK      MONUMENTED       RBNF
 OC0468  HISTORY     - 1943     GOOD             NGS
 OC0468  HISTORY     - 1976     GOOD             NGS
 OC0468
 OC0468                          STATION DESCRIPTION
 OC0468
 OC0468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 OC0468'2.6 MI SE FROM OGUNQUIT.
 OC0468'2.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 1A FROM THE POST OFFICE
 OC0468'AT OGUNQUIT, YORK COUNTY, ON BALD HEAD CLIFF, ON THE HIGHEST
 OC0468'RIDGE OF ROCKS WHICH EXTEND THE FARTHEREST OUT FROM THE SHORE,
 OC0468'AND IN A ROCK.
 OC0468
 OC0468                          STATION RECOVERY (1976)
 OC0468
 OC0468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0468'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2158 ***********************************************************************
 OC2158  DESIGNATION -  BALD HEAD CLIFF 152
 OC2158  PID         -  OC2158
 OC2158  STATE/COUNTY-  ME/YORK
 OC2158  USGS QUAD   -  YORK BEACH (1998)
 OC2158
 OC2158                         *CURRENT SURVEY CONTROL
 OC2158  ___________________________________________________________________
 OC2158* NAD 83(1996)-  43 13 15.13215(N)    070 34 35.71658(W)     ADJUSTED  
 OC2158* NAVD 88     -        17.57   (+/-2cm)      57.6    (feet)  VERTCON   
 OC2158  ___________________________________________________________________
 OC2158  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 OC2158  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 OC2158
 OC2158  HORZ ORDER  -  SECOND
 OC2158  VERT ORDER  -  THIRD ? (See Below)
 OC2158
 OC2158.The horizontal coordinates were established by classical geodetic methods
 OC2158.and adjusted by the National Geodetic Survey in March 1998..
 OC2158
 OC2158.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2158.The vertical order pertains to the NGVD 29 superseded value.
 OC2158
 OC2158.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2158
 OC2158.The geoid height was determined by GEOID03.
 OC2158
 OC2158;                    North         East     Units Scale Factor Converg.
 OC2158;SPC ME W     -    43,132.871   866,695.689   MT  0.99998031   -0 16 50.6
 OC2158;SPC NH       -    80,655.781   388,564.424   MT  1.00006312   +0 44 47.6
 OC2158;SPC NH       -   264,618.17  1,274,815.11   sFT  1.00006312   +0 44 47.6
 OC2158;UTM  19      - 4,786,549.094   371,955.130   MT  0.99980169   -1 04 47.3
 OC2158
 OC2158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2158!SPC ME W     -   1.00000139  x   0.99998031  =   0.99998170
 OC2158!SPC NH       -   1.00000139  x   1.00006312  =   1.00006451
 OC2158!UTM  19      -   1.00000139  x   0.99980169  =   0.99980308
 OC2158
 OC2158|---------------------------------------------------------------------|
 OC2158| PID    Reference Object                     Distance      Geod. Az  |
 OC2158|                                                           dddmmss.s |
 OC2158| CE8354 OLD STATION                                        11119     |
 OC2158| OC2160 CAPE NEDDICK LIGHTHOUSE             APPROX. 6.3 KM 1904800.4 |
 OC2158| OC0467 BALD HEAD CLIFF 152 RM 1             40.235 METERS 20437     |
 OC2158| OC2304 MOUNT AGAMENTICUS FIRE TOWER        APPROX. 9.4 KM 2715754.9 |
 OC2158| OC2152 AERO BEACON                         APPROX. 2.8 KM 2723750.5 |
 OC2158| OC2149 OGUNQUIT STANDPIPE                  APPROX. 3.7 KM 3241441.9 |
 OC2158|---------------------------------------------------------------------|
 OC2158
 OC2158                          SUPERSEDED SURVEY CONTROL
 OC2158
 OC2158  NAD 83(1992)-  43 13 15.13129(N)    070 34 35.71737(W) AD(       ) 2
 OC2158  NAD 83(1986)-  43 13 15.13630(N)    070 34 35.72254(W) AD(       ) 2
 OC2158  NAD 27      -  43 13 14.81400(N)    070 34 37.52900(W) AD(       ) 2
 OC2158  NGVD 29 (07/19/86)   17.80   (m)           58.4    (f) LEVELING    3  
 OC2158
 OC2158.Superseded values are not recommended for survey control.
 OC2158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2158.See file dsdata.txt to determine how the superseded data were derived.
 OC2158
 OC2158_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH7195586549(NAD 83)
 OC2158_MARKER: Z = SEE DESCRIPTION
 OC2158_SETTING: 0 = UNSPECIFIED SETTING
 OC2158
 OC2158  HISTORY     - Date     Condition        Report By
 OC2158  HISTORY     - 1941     MONUMENTED       CGS
 OC2158  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OC2158
 OC2158                          STATION DESCRIPTION
 OC2158
 OC2158'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC2158'STATION IS LOCATED ON BALD HEAD CLIFF, ABOUT 2.2 MILES S OF
 OC2158'OGUNQUIT, 3.8 MILES N OF CAPE NEDDICK LIGHTHOUSE, ABOUT 200 FEET
 OC2158'W OF THE SHORE, 150 FEET E OF THE E FACE AND ABOUT 6 FEET S IF
 OC2158'THE RANGE OF THE S FACE OF THE CLIFF HOUSE HOTEL.  IT IS NOT ON
 OC2158'THE HIGHEST PART OF THE CLIFF BUT ON THE FIRST TERRACE ABOVE THE
 OC2158'ROCKS, BELOW THE LEVEL OF THE HOTEL.
 OC2158'
 OC2158'STATION IS MARKED BY A U.S. ARMY MAP CONTROL DISK SET IN A SQUARE
 OC2158'CONCRETE MONUMENT WHICH PROTRUDES ABOUT 5 INCHES ABOVE THE GROUND.
 OC2158'
 OC2158'THE REFERENCE MARK IS SW OF THE STATION, MORE IN THE FRONT OF
 OC2158'THE HOTEL, ON AN OUTCROP LEVEL WITH THE GROUND SURFACE.
 OC2158'
 OC2158'THERE IS AN OLD STATION, A STANDARD BRONZE DISK SET IN BEDROCK
 OC2158'OF WHICH THIS PARTY HAS NO RECORD, SE OF THE STATION ON THE
 OC2158'TOP OF THE BARE ROCK CLIFF.  IT IS ON SUCH A SMALL LEDGE THAT
 OC2158'NOTHING BUT A 4-FOOT STAND COULD BE BUILT OVER IT.  THE BRONZE
 OC2158'DISK HAS NO MARKINGS.
 OC2158
 OC2158                          STATION RECOVERY (1953)
 OC2158
 OC2158'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EHK)
 OC2158'STATION AND REFERENCE MARK WERE RECOVERED IN GOOD CONDITION.  THE
 OC2158'DISTANCES TO THE REFERENCE MARK AND STATION CLIFF MAGNETIC WERE
 OC2158'MEASURED WITH A STEEL TAPE AND WERE FOUND TO BE CORRECT.  THE
 OC2158'DESCRIPTION IS ADEQUATE WITH THE FOLLOWING CHANGES--
 OC2158'
 OC2158'STATION IS A CORPS OF ENGINEERS DISK, STAMPED BALD HEAD CLIFF
 OC2158'152 1941.  REFERENCE MARK IS STAMPED BALD HEAD CLIFF 152 NO 1 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2156 ***********************************************************************
 OC2156  DESIGNATION -  BALD HEAD CLIFF 1851
 OC2156  PID         -  OC2156
 OC2156  STATE/COUNTY-  ME/YORK
 OC2156  USGS QUAD   -  YORK BEACH (1998)
 OC2156
 OC2156                         *CURRENT SURVEY CONTROL
 OC2156  ___________________________________________________________________
 OC2156* NAD 83(1996)-  43 13 13.26341(N)    070 34 44.12433(W)     ADJUSTED  
 OC2156* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 OC2156  ___________________________________________________________________
 OC2156  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 OC2156  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 OC2156
 OC2156  HORZ ORDER  -  THIRD
 OC2156
 OC2156.The horizontal coordinates were established by classical geodetic methods
 OC2156.and adjusted by the National Geodetic Survey in March 1998..
 OC2156
 OC2156.The orthometric height was scaled from a topographic map.
 OC2156
 OC2156.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2156
 OC2156.The geoid height was determined by GEOID03.
 OC2156
 OC2156;                    North         East     Units Scale Factor Converg.
 OC2156;SPC ME W     -    43,076.135   866,505.657   MT  0.99998046   -0 16 56.3
 OC2156;SPC NH       -    80,595.642   388,375.423   MT  1.00006271   +0 44 41.8
 OC2156;SPC NH       -   264,420.87  1,274,195.03   sFT  1.00006271   +0 44 41.8
 OC2156;UTM  19      - 4,786,495.024   371,764.358   MT  0.99980229   -1 04 53.1
 OC2156
 OC2156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2156!SPC ME W     -   1.00000183  x   0.99998046  =   0.99998229
 OC2156!SPC NH       -   1.00000183  x   1.00006271  =   1.00006454
 OC2156!UTM  19      -   1.00000183  x   0.99980229  =   0.99980412
 OC2156
 OC2156:                Primary Azimuth Mark                     Grid Az
 OC2156:SPC ME W     -  WELLS CHURCH SPIRE                       000 56 32.4
 OC2156:SPC NH       -  WELLS CHURCH SPIRE                       359 54 54.3
 OC2156:UTM  19      -  WELLS CHURCH SPIRE                       001 44 29.2
 OC2156
 OC2156|---------------------------------------------------------------------|
 OC2156| PID    Reference Object                     Distance      Geod. Az  |
 OC2156|                                                           dddmmss.s |
 OC2156| OC2097 WELLS CHURCH SPIRE                  APPROX.11.8 KM 0003936.1 |
 OC2156| OC2011 KENNEBUNK PORT OBSERVATORY          APPROX.17.6 KM 0304841.9 |
 OC2156| OC2031 CAPE PORPOISE LIGHTHOUSE            APPROX.19.7 KM 0391136.4 |
 OC2156| OC1994 BOON ISLAND                         APPROX.13.8 KM 1425344.1 |
 OC2156| OC2305 AGAMENTICUS RESET                   APPROX. 9.2 KM 2721025.1 |
 OC2156|---------------------------------------------------------------------|
 OC2156
 OC2156                          SUPERSEDED SURVEY CONTROL
 OC2156
 OC2156  NAD 83(1992)-  43 13 13.26246(N)    070 34 44.12524(W) AD(       ) 3
 OC2156  NAD 83(1986)-  43 13 13.26720(N)    070 34 44.13112(W) AD(       ) 3
 OC2156  NAD 27      -  43 13 12.95200(N)    070 34 45.95300(W) AD(       ) 3
 OC2156
 OC2156.Superseded values are not recommended for survey control.
 OC2156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2156.See file dsdata.txt to determine how the superseded data were derived.
 OC2156
 OC2156_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH7176486495(NAD 83)
 OC2156
 OC2156  HISTORY     - Date     Condition        Report By
 OC2156  HISTORY     - 1851     MONUMENTED       CGS
 OC2156  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OC2156
 OC2156                          STATION DESCRIPTION
 OC2156
 OC2156'DESCRIBED BY COAST AND GEODETIC SURVEY 1851 (TJC)
 OC2156'IN THE TOWN OF YORK, ON BALD HEAD CLIFF.  THE STATION IS MARKED
 OC2156'ACCORDING TO NOTE 24.  IN 1912 IT WAS REPORTED THAT THE STATION
 OC2156'WAS NOT FOUND, BUT IT MIGHT BE RECOVERED BY ESTABLISHING AN
 OC2156'AUXILIARY STATION.
 OC2156
 OC2156                          STATION RECOVERY (1943)
 OC2156
 OC2156'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 OC2156'TWO-MAN PARTY SEARCHED ONE HOUR FOR THIS STATION WITHOUT
 OC2156'SUCCESS.  DESCRIPTION TOO INDEFINITE.
 OC2156'
 OC2156'IT IS RECOMMENDED THAT THIS STATION BE CLASSIFIED AS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0472 ***********************************************************************
 OB0472  DESIGNATION -  BALD HEAD LEDGE BEACON
 OB0472  PID         -  OB0472
 OB0472  STATE/COUNTY-  ME/SAGADAHOC
 OB0472  USGS QUAD   -  SMALL POINT (1957)
 OB0472
 OB0472                         *CURRENT SURVEY CONTROL
 OB0472  ___________________________________________________________________
 OB0472* NAD 83(1996)-  43 41 55.53726(N)    069 51 12.99897(W)     ADJUSTED  
 OB0472* NAVD 88     -                                                        
 OB0472  ___________________________________________________________________
 OB0472  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 OB0472  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 OB0472
 OB0472  HORZ ORDER  -  THIRD
 OB0472
 OB0472.The horizontal coordinates were established by classical geodetic methods
 OB0472.and adjusted by the National Geodetic Survey in March 1998..
 OB0472
 OB0472
 OB0472.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0472
 OB0472.The geoid height was determined by GEOID03.
 OB0472
 OB0472;                    North         East     Units Scale Factor Converg.
 OB0472;SPC ME W     -    96,191.568   925,234.873   MT  0.99997450   +0 12 58.6
 OB0472;UTM  19      - 4,838,769.698   431,217.079   MT  0.99965819   -0 35 23.1
 OB0472
 OB0472                          SUPERSEDED SURVEY CONTROL
 OB0472
 OB0472  NAD 83(1992)-  43 41 55.53457(N)    069 51 12.99828(W) AD(       ) 4
 OB0472  NAD 83(1986)-  43 41 55.54034(N)    069 51 13.00388(W) AD(       ) 4
 OB0472  NAD 27      -  43 41 55.20500(N)    069 51 14.83600(W) AD(       ) 3
 OB0472
 OB0472.Superseded values are not recommended for survey control.
 OB0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0472.See file dsdata.txt to determine how the superseded data were derived.
 OB0472
 OB0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3121738770(NAD 83)
 OB0472
 OB0472  HISTORY     - Date     Condition        Report By
 OB0472  HISTORY     - UNK      MONUMENTED
 OB0472  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0472
 OB0472                          STATION DESCRIPTION
 OB0472
 OB0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OB0472'STATION IS THE IRON SPINDLE BEACON ON BALD HEAD LEDGE 0.7 MILE W
 OB0472'OF SMALL POINT, CAPE SMALL.  THE BEACON LEANS N AT THE PRESENT
 OB0472'TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2170 ***********************************************************************
 PE2170  DESIGNATION -  BALD HILL 1864
 PE2170  PID         -  PE2170
 PE2170  STATE/COUNTY-  ME/PENOBSCOT
 PE2170  USGS QUAD   -  HAMPDEN (1982)
 PE2170
 PE2170                         *CURRENT SURVEY CONTROL
 PE2170  ___________________________________________________________________
 PE2170* NAD 83(1996)-  44 41 46.70926(N)    068 49 45.33607(W)     ADJUSTED  
 PE2170* NAVD 88     -        85.     (meters)     279.     (feet)  SCALED    
 PE2170  ___________________________________________________________________
 PE2170  LAPLACE CORR-           1.99  (seconds)                    DEFLEC99
 PE2170  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 PE2170
 PE2170  HORZ ORDER  -  THIRD
 PE2170
 PE2170.The horizontal coordinates were established by classical geodetic methods
 PE2170.and adjusted by the National Geodetic Survey in March 1998..
 PE2170
 PE2170.The orthometric height was scaled from a topographic map.
 PE2170
 PE2170.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2170
 PE2170.The geoid height was determined by GEOID03.
 PE2170
 PE2170;                    North         East     Units Scale Factor Converg.
 PE2170;SPC ME E     -   114,450.718   273,904.723   MT  0.99990837   -0 13 53.7
 PE2170;UTM  19      - 4,949,229.160   513,527.820   MT  0.99960225   +0 07 12.3
 PE2170
 PE2170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2170!SPC ME E     -   0.99999062  x   0.99990837  =   0.99989900
 PE2170!UTM  19      -   0.99999062  x   0.99960225  =   0.99959288
 PE2170
 PE2170:                Primary Azimuth Mark                     Grid Az
 PE2170:SPC ME E     -  ORRINGTON CHURCH SPIRE                   004 28 41.7
 PE2170:UTM  19      -  ORRINGTON CHURCH SPIRE                   004 07 35.7
 PE2170
 PE2170|---------------------------------------------------------------------|
 PE2170| PID    Reference Object                     Distance      Geod. Az  |
 PE2170|                                                           dddmmss.s |
 PE2170| PE2157 ORRINGTON CHURCH SPIRE              APPROX. 3.9 KM 0041448.0 |
 PE2170| PE2177 SOUTH ORRINGTON CHURCH SPIRE        APPROX. 1.1 KM 1104936.0 |
 PE2170| PE2160 BAKER 1864                          APPROX. 1.3 KM 2381417.9 |
 PE2170| PE2159 HAMPDEN CLOCKFACE BELFRY DOME       APPROX. 4.2 KM 3434629.6 |
 PE2170| PE2165 HAMPDEN BAPTIST CHURCH              APPROX. 4.8 KM 3511508.2 |
 PE2170| PE2168 HAMPDEN CONGREGATIONAL CHURCH       APPROX. 5.6 KM 3542145.3 |
 PE2170|---------------------------------------------------------------------|
 PE2170
 PE2170                          SUPERSEDED SURVEY CONTROL
 PE2170
 PE2170  NAD 83(1992)-  44 41 46.70524(N)    068 49 45.32769(W) AD(       ) 3
 PE2170  NAD 83(1986)-  44 41 46.70384(N)    068 49 45.32912(W) AD(       ) 3
 PE2170  NAD 27      -  44 41 46.44000(N)    068 49 47.20000(W) AD(       ) 3
 PE2170
 PE2170.Superseded values are not recommended for survey control.
 PE2170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2170.See file dsdata.txt to determine how the superseded data were derived.
 PE2170
 PE2170_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1352849229(NAD 83)
 PE2170
 PE2170  HISTORY     - Date     Condition        Report By
 PE2170  HISTORY     - 1864     MONUMENTED       CGS
 PE2170  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2170  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE2170
 PE2170                          STATION DESCRIPTION
 PE2170
 PE2170'DESCRIBED BY COAST AND GEODETIC SURVEY 1864 (SCM)
 PE2170'THE STATION IS ON A HIGH PARTIALLY WOODED HILL JUST ABOVE THE
 PE2170'IRON BEACON AND AT THE HEAD OF THE MOST REMARKABLE BEND IN THE
 PE2170'RIVER (BELOW BANGOR).  THE SIGNAL IS ON THE HIGHEST PART OF THE
 PE2170'HILL.  THE CENTER IS MARKED WITH LOWER HALF OF PINT CLARET BOTTLE,
 PE2170'ON THE TOP OF WHICH IS A LARGE ROCK.
 PE2170
 PE2170                          STATION RECOVERY (1934)
 PE2170
 PE2170'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2170'STATION IS LOST.  SEVERAL PILES OF ROCKS WERE FOUND AT THE
 PE2170'SUMMIT OF THE HILL AND A SEARCH WAS MADE UNDER EACH OF THEM, IN
 PE2170'MOST CASES SOLID LEDGE WAS FOUND ONLY A FEW INCHES UNDER THE
 PE2170'SURFACE OF THE GROUND.  THE VIEW FROM THE TOP OF THE HILL IS
 PE2170'OBSTRUCTED BY 20-FOOT TREES.
 PE2170
 PE2170                          STATION RECOVERY (1944)
 PE2170
 PE2170'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE2170'STATION WAS NOT FOUND AFTER A THOROUGH SEARCH.  THE MASSES OF
 PE2170'PILED ROCKS MENTIONED BY K.G.C. WERE FOUND BUT NOT THE STATION.  IT
 PE2170'SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0101 ***********************************************************************
 QH0101  DESIGNATION -  BALD IBC
 QH0101  PID         -  QH0101
 QH0101  STATE/COUNTY-  ME/SOMERSET
 QH0101  USGS QUAD   -  BOUNDARY BALD MOUNTAIN (1989)
 QH0101
 QH0101                         *CURRENT SURVEY CONTROL
 QH0101  ___________________________________________________________________
 QH0101* NAD 83(1996)-  45 45 59.60474(N)    070 12 14.90232(W)     ADJUSTED  
 QH0101* NAVD 88     -      1107.     (meters)    3632.     (feet)  SCALED    
 QH0101  ___________________________________________________________________
 QH0101  LAPLACE CORR-           4.03  (seconds)                    DEFLEC99
 QH0101  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 QH0101
 QH0101  HORZ ORDER  -  SECOND
 QH0101
 QH0101.The horizontal coordinates were established by classical geodetic methods
 QH0101.and adjusted by the National Geodetic Survey in March 1998..
 QH0101
 QH0101.The orthometric height was scaled from a topographic map.
 QH0101
 QH0101.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0101
 QH0101.The geoid height was determined by GEOID03.
 QH0101
 QH0101;                    North         East     Units Scale Factor Converg.
 QH0101;SPC ME W     -   325,924.067   897,085.142   MT  0.99996677   -0 01 36.7
 QH0101;UTM  19      - 5,068,815.895   406,369.532   MT  0.99970778   -0 51 46.2
 QH0101
 QH0101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0101!SPC ME W     -   0.99983048  x   0.99996677  =   0.99979725
 QH0101!UTM  19      -   0.99983048  x   0.99970778  =   0.99953831
 QH0101
 QH0101                          SUPERSEDED SURVEY CONTROL
 QH0101
 QH0101  NAD 83(1992)-  45 45 59.60451(N)    070 12 14.89504(W) AD(       ) 2
 QH0101  NAD 83(1986)-  45 45 59.60600(N)    070 12 14.90946(W) AD(       ) 2
 QH0101  NAD 27      -  45 45 59.44600(N)    070 12 16.66700(W) AD(       ) 2
 QH0101
 QH0101.Superseded values are not recommended for survey control.
 QH0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0101.See file dsdata.txt to determine how the superseded data were derived.
 QH0101
 QH0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL0637068816(NAD 83)
 QH0101_MARKER: DD = SURVEY DISK
 QH0101_SETTING: 66 = SET IN ROCK OUTCROP
 QH0101_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 QH0101_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QH0101+STABILITY: POSITION/ELEVATION WELL
 QH0101
 QH0101  HISTORY     - Date     Condition        Report By
 QH0101  HISTORY     - 1915     MONUMENTED       IBC
 QH0101
 QH0101                          STATION DESCRIPTION
 QH0101
 QH0101'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1915 (JH)
 QH0101'IN BALD MOUNTAIN TOWNSHIP, ON BALD MOUNTAIN, ABOUT 10 MILES NORTH OF
 QH0101'JACKMAN, ME.  IT IS CENTERED UNDER THE 15 - FOOT LOOKOUT TOWER OF
 QH0101'BALD FIRE STATION, WHICH IS ON THE HIGHEST POINT OF THE WEST PEAK.
 QH0101'
 QH0101'STATION MARK--A BRONZE DISK WEDGED FIRMLY IN A DRILL HOLE IN ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2148 ***********************************************************************
 PE2148  DESIGNATION -  BALD MOUNTAIN FIRE TOWER
 PE2148  PID         -  PE2148
 PE2148  STATE/COUNTY-  ME/HANCOCK
 PE2148  USGS QUAD   -  GREEN LAKE (1982)
 PE2148
 PE2148                         *CURRENT SURVEY CONTROL
 PE2148  ___________________________________________________________________
 PE2148* NAD 83(1996)-  44 39 29.03974(N)    068 36 18.98393(W)     ADJUSTED  
 PE2148* NAVD 88     -       376.     (meters)    1234.     (feet)  SCALED    
 PE2148  ___________________________________________________________________
 PE2148  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 PE2148  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 PE2148
 PE2148  HORZ ORDER  -  THIRD
 PE2148
 PE2148.The horizontal coordinates were established by classical geodetic methods
 PE2148.and adjusted by the National Geodetic Survey in March 1998..
 PE2148
 PE2148.The orthometric height was scaled from a topographic map.
 PE2148
 PE2148.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2148
 PE2148.The geoid height was determined by GEOID03.
 PE2148
 PE2148;                    North         East     Units Scale Factor Converg.
 PE2148;SPC ME E     -   110,154.188   291,651.147   MT  0.99990086   -0 04 26.4
 PE2148;UTM  19      - 4,945,042.845   531,294.985   MT  0.99961204   +0 16 38.8
 PE2148
 PE2148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2148!SPC ME E     -   0.99994497  x   0.99990086  =   0.99984584
 PE2148!UTM  19      -   0.99994497  x   0.99961204  =   0.99955704
 PE2148
 PE2148                          SUPERSEDED SURVEY CONTROL
 PE2148
 PE2148  NAD 83(1992)-  44 39 29.03958(N)    068 36 18.97236(W) AD(       ) 4
 PE2148  NAD 83(1986)-  44 39 29.03931(N)    068 36 18.97560(W) AD(       ) 4
 PE2148  NAD 27      -  44 39 28.77500(N)    068 36 20.86500(W) AD(       ) 3
 PE2148
 PE2148.Superseded values are not recommended for survey control.
 PE2148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2148.See file dsdata.txt to determine how the superseded data were derived.
 PE2148
 PE2148_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK3129545043(NAD 83)
 PE2148
 PE2148  HISTORY     - Date     Condition        Report By
 PE2148  HISTORY     - 1934     MONUMENTED       CGS
 PE2148
 PE2148                          STATION DESCRIPTION
 PE2148
 PE2148'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2148'THIS INTERSECTION STATION IS THE CENTER OF THE PEAK OF THE FIRE
 PE2148'TOWER MAINTAINED BY THE MAINE FOREST SERVICE ON BALD MOUNTAIN, 12
 PE2148'MILES NW OF ELLSWORTH.  FROM NEARBY STATION SAUNDERS, 1856, THE
 PE2148'CENTER OF PEAK IS IN A DIRECTION OF 333 DEG 14 MIN 47 SEC OFF
 PE2148'STATION LITTLE BALL AND A DISTANCE OF 5.643 METERS FROM STATION
 PE2148'SAUNDERS.  IT IS 5.443 METERS FROM REFERENCE MARK NO.2 OF
 PE2148'STATION SAUNDERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0928 ***********************************************************************
 QF0928  DESIGNATION -  BALD MTN LOOKOUT TOWER
 QF0928  PID         -  QF0928
 QF0928  STATE/COUNTY-  ME/WASHINGTON
 QF0928  USGS QUAD   -  MEDDYBEMPS LAKE EAST (1987)
 QF0928
 QF0928                         *CURRENT SURVEY CONTROL
 QF0928  ___________________________________________________________________
 QF0928* NAD 83(1996)-  45 05 16.79355(N)    067 17 19.68964(W)     ADJUSTED  
 QF0928* NAVD 88     -                                                        
 QF0928  ___________________________________________________________________
 QF0928  LAPLACE CORR-           5.64  (seconds)                    DEFLEC99
 QF0928  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 QF0928
 QF0928  HORZ ORDER  -  THIRD
 QF0928
 QF0928.The horizontal coordinates were established by classical geodetic methods
 QF0928.and adjusted by the National Geodetic Survey in March 1998..
 QF0928
 QF0928
 QF0928.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0928
 QF0928.The geoid height was determined by GEOID03.
 QF0928
 QF0928;                    North         East     Units Scale Factor Converg.
 QF0928;SPC ME E     -   158,635.750   395,343.236   MT  1.00001174   +0 51 28.2
 QF0928;UTM  19      - 4,994,150.283   634,661.890   MT  0.99982298   +1 12 43.3
 QF0928
 QF0928                          SUPERSEDED SURVEY CONTROL
 QF0928
 QF0928  NAD 83(1992)-  45 05 16.78810(N)    067 17 19.68882(W) AD(       ) 4
 QF0928  NAD 83(1986)-  45 05 16.78960(N)    067 17 19.69346(W) AD(       ) 4
 QF0928  NAD 27      -  45 05 16.51300(N)    067 17 21.73000(W) AD(       ) 3
 QF0928
 QF0928.Superseded values are not recommended for survey control.
 QF0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0928.See file dsdata.txt to determine how the superseded data were derived.
 QF0928
 QF0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK3466294150(NAD 83)
 QF0928_MARKER: 57 = LOOKOUT TOWER
 QF0928
 QF0928  HISTORY     - Date     Condition        Report By
 QF0928  HISTORY     - 1946     FIRST OBSERVED   IBC
 QF0928
 QF0928                          STATION DESCRIPTION
 QF0928
 QF0928'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF0928'THE CENTER OF A HIGH STEEL TOWER ON A HILL S OF MAGUERREWOC MTN.
 QF0928'STATION ALSO KNOWN AS BALD MOUNTAIN FIRE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2753 ***********************************************************************
 OC2753  DESIGNATION -  BALDWIN
 OC2753  PID         -  OC2753
 OC2753  STATE/COUNTY-  ME/CUMBERLAND
 OC2753  USGS QUAD   -  CORNISH (1964)
 OC2753
 OC2753                         *CURRENT SURVEY CONTROL
 OC2753  ___________________________________________________________________
 OC2753* NAD 83(1996)-  43 49 56.68205(N)    070 46 40.60503(W)     ADJUSTED  
 OC2753* NAVD 88     -       115.1    (meters)     378.     (feet)  VERTCON   
 OC2753  ___________________________________________________________________
 OC2753  LAPLACE CORR-           3.07  (seconds)                    DEFLEC99
 OC2753  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 OC2753
 OC2753  HORZ ORDER  -  SECOND
 OC2753
 OC2753.The horizontal coordinates were established by classical geodetic methods
 OC2753.and adjusted by the National Geodetic Survey in March 1998..
 OC2753
 OC2753.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2753.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2753
 OC2753.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2753
 OC2753.The geoid height was determined by GEOID03.
 OC2753
 OC2753;                    North         East     Units Scale Factor Converg.
 OC2753;SPC ME W     -   111,174.767   850,835.430   MT  0.99999639   -0 25 24.1
 OC2753;UTM  19      - 4,854,795.707   357,053.179   MT  0.99985133   -1 13 53.5
 OC2753
 OC2753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2753!SPC ME W     -   0.99998618  x   0.99999639  =   0.99998257
 OC2753!UTM  19      -   0.99998618  x   0.99985133  =   0.99983752
 OC2753
 OC2753|---------------------------------------------------------------------|
 OC2753| PID    Reference Object                     Distance      Geod. Az  |
 OC2753|                                                           dddmmss.s |
 OC2753| CE7209 BALDWIN RM 1                          9.720 METERS 17445     |
 OC2753| OC2754 BALDWIN RM 2                         15.445 METERS 23949     |
 OC2753| OC2755 BALDWIN AZ MK                       435.441 METERS 3502102.5 |
 OC2753|---------------------------------------------------------------------|
 OC2753
 OC2753                          SUPERSEDED SURVEY CONTROL
 OC2753
 OC2753  NAD 83(1992)-  43 49 56.68186(N)    070 46 40.60689(W) AD(       ) 2
 OC2753  NAD 83(1986)-  43 49 56.68976(N)    070 46 40.61151(W) AD(       ) 2
 OC2753  NAD 27      -  43 49 56.42275(N)    070 46 42.39147(W) AD(       ) 2
 OC2753  NGVD 29 (07/19/86)  115.3    (m)          378.     (f) VERT ANG       
 OC2753
 OC2753.Superseded values are not recommended for survey control.
 OC2753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2753.See file dsdata.txt to determine how the superseded data were derived.
 OC2753
 OC2753_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ5705354796(NAD 83)
 OC2753_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OC2753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC2753_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC2753
 OC2753  HISTORY     - Date     Condition        Report By
 OC2753  HISTORY     - 1976     MONUMENTED       NGS
 OC2753  HISTORY     - 20050918 MARK NOT FOUND   GEOCAC
 OC2753
 OC2753                          STATION DESCRIPTION
 OC2753
 OC2753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2753'THE STATION IS LOCATED IN THE TOWN OF WEST BALDWIN, ABOUT 2.5
 OC2753'MILES NORTHEAST OF CORNISH AND 8.0 MILES NORTHWEST OF
 OC2753'LIMINGTON WITHIN THE HIGHWAY RIGHT-OF-WAY.
 OC2753'
 OC2753'TO REACH THE STATION FROM THE POST OFFICE IN WEST BALDWIN, GO
 OC2753'NORTH ON STATE ROUTES 5, 113 AND 117 FOR 0.15 MILE TO THE
 OC2753'STATION ON THE RIGHT, ACROSS THE ROAD FROM A CEMETERY.
 OC2753'
 OC2753'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE
 OC2753'NORTH ON ROUTES
 OC2753'5, 113 AND 117 FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 OC2753'
 OC2753'THE STATION MARKS ARE STANDARD DISKS STAMPED---BALDWIN 1976---.
 OC2753'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OC2753'CONCRETE POST WHICH IS FLUSH WITH THE GROUND SURFACE. THE
 OC2753'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 OC2753'CONCRETE WHICH IS ABOUT 48 INCHES BELOW THE GROUND SURFACE.
 OC2753'THEY ARE 24.0 FEET EAST OF THE CENTERLINE OF THE ROAD, 4.2 FEET
 OC2753'NORTH OF POLE NUMBER 2 AND 3.5 FEET WEST OF A METAL WITNESS
 OC2753'POST.
 OC2753'
 OC2753'REFERENCE MARK 1, STAMPED---BALDWIN NO 1 1976---, IS A STANDARD
 OC2753'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST
 OC2753'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 23.0 FEET EAST
 OC2753'OF THE CENTERLINE OF THE ROAD, 5.5 FEET WEST OF THE CORNER
 OC2753'OF A BOARD FENCE AND 27.0 FEET SOUTH OF POWER POLE NUMBER 2.
 OC2753'
 OC2753'REFERENCE MARK 2, STAMPED---BALDWIN NO 2 1976---, IS A STANDARD
 OC2753'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST
 OC2753'WHICH IS FLUSH WITH THE GROUND.  IT IS 6.0 FEET EAST OF AN
 OC2753'IRON PIPE FENCE, 18.0 FEET SOUTH OF TELEPHONE POLE NUMBER
 OC2753'21 AND 22.8 FEET WEST OF THE CENTERLINE OF THE ROAD.
 OC2753'
 OC2753'THE AZIMUTH MARK, STAMPED---BALDWIN 1976---, IS A STANDARD
 OC2753'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH
 OC2753'WITH THE GROUND SURFACE.  IT IS 11.2 FEET EAST OF A METAL
 OC2753'WITNESS POST, 18.0 FEET WEST OF THE WOODS LINE AND 30.5 FEET
 OC2753'NORTHEAST OF POWER POLE NUMBER 52.
 OC2753'
 OC2753'THE HEIGHT OF THE LIGHT ABOVE THE STATION WAS 1 METER.
 OC2753'
 OC2753'DESCRIBED BY JOHN R. HIGGINS.
 OC2753
 OC2753                          STATION RECOVERY (2005)
 OC2753
 OC2753'RECOVERY NOTE BY GEOCACHING 2005 (JKS)
 OC2753'MARK NOT FOUND. POSSIBLY LOST DUE TO ROAD WIDENING. SUBMITTED BY J.K.
 OC2753'SNYDER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2755 ***********************************************************************
 OC2755  DESIGNATION -  BALDWIN AZ MK
 OC2755  PID         -  OC2755
 OC2755  STATE/COUNTY-  ME/CUMBERLAND
 OC2755  USGS QUAD   -  CORNISH (1964)
 OC2755
 OC2755                         *CURRENT SURVEY CONTROL
 OC2755  ___________________________________________________________________
 OC2755* NAD 83(1996)-  43 50 10.59099(N)    070 46 43.87205(W)     ADJUSTED  
 OC2755* NAVD 88     -       119.3    (meters)     391.     (feet)  VERTCON   
 OC2755  ___________________________________________________________________
 OC2755  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 OC2755  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 OC2755
 OC2755  HORZ ORDER  -  SECOND
 OC2755
 OC2755.The horizontal coordinates were established by classical geodetic methods
 OC2755.and adjusted by the National Geodetic Survey in March 1998..
 OC2755
 OC2755.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2755.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2755
 OC2755.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2755
 OC2755.The geoid height was determined by GEOID03.
 OC2755
 OC2755;                    North         East     Units Scale Factor Converg.
 OC2755;SPC ME W     -   111,604.573   850,765.617   MT  0.99999647   -0 25 26.4
 OC2755;UTM  19      - 4,855,226.393   356,989.444   MT  0.99985155   -1 13 56.1
 OC2755
 OC2755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2755!SPC ME W     -   0.99998552  x   0.99999647  =   0.99998199
 OC2755!UTM  19      -   0.99998552  x   0.99985155  =   0.99983708
 OC2755
 OC2755:                Primary Azimuth Mark                     Grid Az
 OC2755:SPC ME W     -  BALDWIN                                  170 46 26.6
 OC2755:UTM  19      -  BALDWIN                                  171 34 56.3
 OC2755
 OC2755|---------------------------------------------------------------------|
 OC2755| PID    Reference Object                     Distance      Geod. Az  |
 OC2755|                                                           dddmmss.s |
 OC2755| OC2753 BALDWIN                             435.441 METERS 1702100.2 |
 OC2755| OC2754 BALDWIN RM 2                        441.096 METERS 1721345.1 |
 OC2755|---------------------------------------------------------------------|
 OC2755
 OC2755                          SUPERSEDED SURVEY CONTROL
 OC2755
 OC2755  NAD 83(1992)-  43 50 10.59080(N)    070 46 43.87390(W) AD(       ) 2
 OC2755  NAD 83(1986)-  43 50 10.59871(N)    070 46 43.87849(W) AD(       ) 2
 OC2755  NAD 27      -  43 50 10.33178(N)    070 46 45.65812(W) AD(       ) 2
 OC2755  NGVD 29 (07/19/86)  119.5    (m)          392.     (f) VERT ANG       
 OC2755
 OC2755.Superseded values are not recommended for survey control.
 OC2755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2755.See file dsdata.txt to determine how the superseded data were derived.
 OC2755
 OC2755_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ5698955226(NAD 83)
 OC2755_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OC2755_SETTING: 66 = SET IN ROCK OUTCROP
 OC2755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OC2755+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2004
 OC2755
 OC2755  HISTORY     - Date     Condition        Report By
 OC2755  HISTORY     - 1976     MONUMENTED       NGS
 OC2755  HISTORY     - 20040320 GOOD             GEOCAC
 OC2755
 OC2755                          STATION DESCRIPTION
 OC2755
 OC2755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2755'THIS STATION WAS ESTABLISHED BY AN EDM MEASUREMENT FROM
 OC2755'TRAVERSE STATION BALDWIN. SEE DESCRIPTION THEREOF.
 OC2755'
 OC2755'DESCRIBED BY JERRY E. ELLINGWOOD.
 OC2755'
 OC2755'THE HEIGHT OF LIGHT ABOVE THE STATION WAS 1.0 METER.
 OC2755
 OC2755                          STATION RECOVERY (2004)
 OC2755
 OC2755'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 OC2755'DESCRIPTION IS ADEQUATE. HEAVY PATINA BUT OTHERWISE IN GOOD CONDITION.
 OC2755' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1706 ***********************************************************************
 QF1706  DESIGNATION -  BALDY IBC
 QF1706  PID         -  QF1706
 QF1706  STATE/COUNTY-  ME/WASHINGTON
 QF1706  USGS QUAD   -  FOREST CITY (1988)
 QF1706
 QF1706                         *CURRENT SURVEY CONTROL
 QF1706  ___________________________________________________________________
 QF1706* NAD 83(1996)-  45 40 53.70235(N)    067 43 59.11750(W)     ADJUSTED  
 QF1706* NAVD 88     -       130.     (meters)     427.     (feet)  SCALED    
 QF1706  ___________________________________________________________________
 QF1706  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 QF1706  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 QF1706
 QF1706  HORZ ORDER  -  THIRD
 QF1706
 QF1706.The horizontal coordinates were established by classical geodetic methods
 QF1706.and adjusted by the National Geodetic Survey in March 1998..
 QF1706
 QF1706.The orthometric height was scaled from a topographic map.
 QF1706
 QF1706.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1706
 QF1706.The geoid height was determined by GEOID03.
 QF1706
 QF1706;                    North         East     Units Scale Factor Converg.
 QF1706;SPC ME E     -   224,172.195   359,741.353   MT  0.99994386   +0 32 55.4
 QF1706;UTM  19      - 5,059,450.764   598,660.927   MT  0.99971967   +0 54 23.4
 QF1706
 QF1706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1706!SPC ME E     -   0.99998338  x   0.99994386  =   0.99992724
 QF1706!UTM  19      -   0.99998338  x   0.99971967  =   0.99970305
 QF1706
 QF1706|---------------------------------------------------------------------|
 QF1706| PID    Reference Object                     Distance      Geod. Az  |
 QF1706|                                                           dddmmss.s |
 QF1706| QF1703 NARROW IBC                          304.615 METERS 00651     |
 QF1706| QF1698 GIB IBC                             136.229 METERS 07334     |
 QF1706| QF1691 BUTTER IBC                          409.900 METERS 1420848.0 |
 QF1706| QF1701 MILK IBC                            416.524 METERS 1690411.2 |
 QF1706| QF1708 WAY                                 257.925 METERS 34442     |
 QF1706|---------------------------------------------------------------------|
 QF1706
 QF1706                          SUPERSEDED SURVEY CONTROL
 QF1706
 QF1706  NAD 83(1992)-  45 40 53.69913(N)    067 43 59.11567(W) AD(       ) 3
 QF1706  NAD 83(1986)-  45 40 53.70350(N)    067 43 59.13197(W) AD(       ) 3
 QF1706  NAD 27      -  45 40 53.48400(N)    067 44 01.10000(W) AD(       ) 3
 QF1706
 QF1706.Superseded values are not recommended for survey control.
 QF1706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1706.See file dsdata.txt to determine how the superseded data were derived.
 QF1706
 QF1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9866159451(NAD 83)
 QF1706_MARKER: DD = SURVEY DISK
 QF1706_SETTING: 80 = SET IN A BOULDER
 QF1706_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF1706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1706+STABILITY: SURFACE MOTION
 QF1706
 QF1706  HISTORY     - Date     Condition        Report By
 QF1706  HISTORY     - 1912     MONUMENTED       IBC
 QF1706  HISTORY     - 1955     GOOD             IBC
 QF1706  HISTORY     - 1972     SEE DESCRIPTION  IBC
 QF1706
 QF1706                          STATION DESCRIPTION
 QF1706
 QF1706'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (AJB)
 QF1706'AT THE WATERS EDGE ON THE W SIDE OF MUD LAKE, ABOUT THE MIDDLE OF THE
 QF1706'NARROW SECTION OF THE LAKE, ABOUT 1.3 MILES N OF FOREST CITY.  IT IS
 QF1706'30 FEET OUTSIDE THE TREE LINE, ON A TRIANGULAR ROCK WITH SIDES 7, 10
 QF1706'AND 8 FEET AND 2 FEET HIGH.  A LARGE BOULDER IS IN THE WATER 40 FEET
 QF1706'OFFSHORE AND A TALL WEDGE - SHAPED ROCK WITH POINT UP IS 100 FEET S.
 QF1706'
 QF1706'STATION MARK IS A COPPER DISK SET IN A DRILL HOLE IN THE ROCK.  A
 QF1706'CROSS WITHIN A TRIANGLE IS CUT ON A PEAKED ROCK 6.07 METERS LAKEWARD
 QF1706'FROM THE STATION.  A CROSS WITHIN A TRIANGLE IS CUT ON A LOW
 QF1706'ROUND - TOPPED ROCK 4.97 METERS SHOREWARD AND N OF THE STATION.  THE
 QF1706'STATION IS 0.7 METER S OF THE LINE JOINING THESE TWO CROSSES.
 QF1706'ANOTHER CROSS CUT IN A LOW FLAT ROCK IS 5.09 METERS DIRECTLY
 QF1706'SHOREWARD FROM THE STATION.
 QF1706
 QF1706                          STATION RECOVERY (1955)
 QF1706
 QF1706'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1706'STATION RECOVERED IN GOOD CONDITION.
 QF1706
 QF1706                          STATION RECOVERY (1972)
 QF1706
 QF1706'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1706'IT WAS THOUGHT THE CORRECT ROCK WAS FOUND, HOWEVER THE DISK WAS GONE
 QF1706'AND 9 INCHES OF WATER PREVENTED US FROM SEEING THE SHANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1420 ***********************************************************************
 PE1420  DESIGNATION -  BAMFORD
 PE1420  PID         -  PE1420
 PE1420  STATE/COUNTY-  ME/SAGADAHOC
 PE1420  USGS QUAD   -  BOWDOINHAM (1980)
 PE1420
 PE1420                         *CURRENT SURVEY CONTROL
 PE1420  ___________________________________________________________________
 PE1420* NAD 83(1996)-  44 02 46.02075(N)    069 54 53.13968(W)     ADJUSTED  
 PE1420* NAVD 88     -       106.485  (meters)     349.36   (feet)  ADJUSTED  
 PE1420  ___________________________________________________________________
 PE1420  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 PE1420  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 PE1420  DYNAMIC HT  -         106.473 (meters)     349.32  (feet)  COMP
 PE1420  MODELED GRAV-     980,505.4   (mgal)                       NAVD 88
 PE1420
 PE1420  HORZ ORDER  -  SECOND
 PE1420  VERT ORDER  -  SECOND    CLASS I
 PE1420
 PE1420.The horizontal coordinates were established by classical geodetic methods
 PE1420.and adjusted by the National Geodetic Survey in March 1998..
 PE1420
 PE1420.The orthometric height was determined by differential leveling
 PE1420.and adjusted by the National Geodetic Survey in June 1991..
 PE1420
 PE1420.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1420
 PE1420.The geoid height was determined by GEOID03.
 PE1420
 PE1420.The dynamic height is computed by dividing the NAVD 88
 PE1420.geopotential number by the normal gravity value computed on the
 PE1420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1420.degrees latitude (g = 980.6199 gals.).
 PE1420
 PE1420.The modeled gravity was interpolated from observed gravity values.
 PE1420
 PE1420;                    North         East     Units Scale Factor Converg.
 PE1420;SPC ME W     -   134,768.204   920,188.066   MT  0.99997168   +0 10 30.5
 PE1420;UTM  19      - 4,877,401.697   426,716.571   MT  0.99966605   -0 38 09.6
 PE1420
 PE1420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1420!SPC ME W     -   0.99998737  x   0.99997168  =   0.99995905
 PE1420!UTM  19      -   0.99998737  x   0.99966605  =   0.99965343
 PE1420
 PE1420|---------------------------------------------------------------------|
 PE1420| PID    Reference Object                     Distance      Geod. Az  |
 PE1420|                                                           dddmmss.s |
 PE1420| CE7757 BAMFORD RM 1                         27.067 METERS 02048     |
 PE1420| PE2425 GARDINER FAA MICROWAVE              APPROX.16.4 KM 0263525.2 |
 PE1420| PE1409 DEVLAN                              APPROX. 7.0 KM 0322211.8 |
 PE1420| PE2436 RICHMOND CLOCK METH CH SPIRE        APPROX.10.1 KM 0623639.7 |
 PE1420| CE7758 BAMFORD RM 2                         20.260 METERS 19514     |
 PE1420| OB0595 MT ARARAT FIRE LOT 1933             APPROX.12.3 KM 1970133.3 |
 PE1420| OB0614 BRUNSWICK NAS ANNEX STANDPIPE       APPROX.11.9 KM 2000001.3 |
 PE1420| OB0591 BRUNSWICK BLACK STANDPIPE           APPROX.15.3 KM 2022752.3 |
 PE1420| OB0613 BRUNSWICK RAD STA WKXA MAST         APPROX.14.6 KM 2060006.8 |
 PE1420| OC1440 FREEPORT FAA MICROWAVE              APPROX.23.0 KM 2205511.7 |
 PE1420| OB0618 BABBIDGE ATT MICROWAVE              APPROX. 7.8 KM 2210000.4 |
 PE1420| PF1057 BOWDOIN NETT MICROWAVE              APPROX. 9.5 KM 3104730.9 |
 PE1420| PF1054 LITCHFIELD TV STA WCBB MAST         APPROX.14.2 KM 3274309.3 |
 PE1420|---------------------------------------------------------------------|
 PE1420
 PE1420                          SUPERSEDED SURVEY CONTROL
 PE1420
 PE1420  NAD 83(1992)-  44 02 46.01959(N)    069 54 53.13914(W) AD(       ) 2
 PE1420  NAD 83(1986)-  44 02 46.02500(N)    069 54 53.14411(W) AD(       ) 2
 PE1420  NAD 27      -  44 02 45.74746(N)    069 54 54.96518(W) AD(       ) 2
 PE1420  NGVD 29 (??/??/92)  106.685  (m)          350.02   (f) ADJ UNCH    2 1
 PE1420
 PE1420.Superseded values are not recommended for survey control.
 PE1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1420.See file dsdata.txt to determine how the superseded data were derived.
 PE1420
 PE1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ2671777402(NAD 83)
 PE1420_MARKER: DD = SURVEY DISK
 PE1420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1420_STAMPING: BAMFORD 1974
 PE1420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1420+STABILITY: SURFACE MOTION
 PE1420
 PE1420  HISTORY     - Date     Condition        Report By
 PE1420  HISTORY     - 1975     MONUMENTED       MEDT
 PE1420  HISTORY     - 1975     GOOD             MEDT
 PE1420
 PE1420                          STATION DESCRIPTION
 PE1420
 PE1420'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975 (RCA)
 PE1420'THE STATION IS LOCATED IN THE WESTERN PART OF THE TOWN OF
 PE1420'BOWDOINHAM ABOUT 2.75 MILES NORTHWEST OF BOWDOINHAM, 3 MILES
 PE1420'EAST-NORTHEAST OF BOWDOIN CENTER, 6-1/4 MILES SOUTHWEST OF
 PE1420'RICHMOND AND ON PROPERTY OWNED BY MRS. BEATRICE BAMFORD.
 PE1420'
 PE1420'TO REACH THE STATION FROM THE U.S. POST OFFICE IN TOPSHAM, GO
 PE1420'NORTH ON U.S. ROUTE 201 FOR 0.9 MILE TO OVERPASS OVER INTERSTATE 95,
 PE1420'CONTINUE NORTH ON U.S. ROUTE 201 FOR 6.0 MILES TO INTERSECTION OF
 PE1420'STATE ROUTE 125 AND U.S. ROUTE 201, CONTINUE NORTH ON U.S. ROUTE
 PE1420'201 FOR 2.65 MILES TO A DIRT SIDE ROAD RIGHT (MILLAY ROAD).  HERE
 PE1420'TURN RIGHT AND GO SOUTHEAST ON MILLAY ROAD FOR 1.4 MILE TO
 PE1420'DRIVEWAY ON THE RIGHT AND THE STATION LOCATED AT THE END OF THE
 PE1420'DRIVEWAY BEHIND A MOBILE HOME.
 PE1420'
 PE1420'THE STATION IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION DISK
 PE1420'STAMPED BAMFORD 1974, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 PE1420'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.  THE SUBSURFACE
 PE1420'STATION MARK IS AN ALUMINUM DISK STAMPED BAMFORD 1974, SET IN AN
 PE1420'IRREGULAR MASS OF CONCRETE ABOUT 46 INCHES BELOW THE GROUND.  IT
 PE1420'IS 49.0 FEET EAST OF A STONEWALL FENCE, 22.8 FEET NORTH OF THE
 PE1420'NORTHEAST CORNER OF A GARAGE, 29.6 FEET NORTHEAST OF A 12-INCH
 PE1420'PINE AND 183.6 FEET WEST-NORTHWEST OF THE CENTER LINE OF THE
 PE1420'MILLAY ROAD.
 PE1420'
 PE1420'REFERENCE MARK 1 IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 PE1420'DISK STAMPED BAMFORD NO 1 1974, SET IN THE TOP OF A 12-INCH
 PE1420'CYLINDRICAL CONCRETE POST WHICH IS FLUSH WITH THE GROUND.  IT IS
 PE1420'181.0 FEET WEST-NORTHWEST OF THE CENTER LINE OF THE MILLAY ROAD,
 PE1420'108.8 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A GARAGE
 PE1420'AND 112.0 FEET EAST OF A 12-INCH PINE.
 PE1420'
 PE1420'REFERENCE MARK 2 IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 PE1420'DISK STAMPED BAMFORD NO 2 1974, SET IN THE TOP OF A 12-INCH
 PE1420'CYLINDRICAL CONCRETE POST WHICH IS FLUSH WITH THE GROUND.  IT IS
 PE1420'46.8 FEET SOUTHWEST OF THE NORTHEAST CORNER OF A GARAGE, 51.8
 PE1420'FEET SOUTH OF A 12-INCH PINE, 12.0 FEET EAST OF A STONE WALL AND
 PE1420'ABOUT 2 FEET LOWER THAN THE STATION MARK.
 PE1420'
 PE1420'THERE WAS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 PE1420'
 PE1420'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 PE1420
 PE1420                          STATION RECOVERY (1975)
 PE1420
 PE1420'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 PE1420'2 MI W FROM BOWDOINHAM.
 PE1420'IN BOWDOINHAM, ABOUT 0.9 MILE SOUTHWESTERLY ALONG I-95 SOUTHBOUND
 PE1420'FROM THE STATE HIGHWAY 138 FROM OVERPASS CROSSING I-95 TO THE
 PE1420'INTERSECTION OF THE MILLAY ROAD, THENCE 1.05 MILES NORTH ALONG
 PE1420'MILAY ROAD TO A DRIVEWAY LEADING WEST TO A MOBILE TRAILER HOME,
 PE1420'A DISK SET FLUSH IN THE TOP OF A CYLINDRICAL CONCRETE POST
 PE1420'AT THE END OF THE DRIVEWAY, 183.6 FEET WESTERLY FROM THE
 PE1420'CENTERLINE OF THE MILLAY ROAD, 22.8 FEET NORTHWEST OF THE
 PE1420'NORTHWEST CORNER OF THE 2-CAR GARAGE, 29.6 FEET NORTHEAST OF A
 PE1420'12 IN PINE, AND 49 FEET EASTERLY OF A STONEWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1538 ***********************************************************************
 OC1538  DESIGNATION -  BANG
 OC1538  PID         -  OC1538
 OC1538  STATE/COUNTY-  ME/CUMBERLAND
 OC1538  USGS QUAD   -  SOUTH HARPSWELL (1975)
 OC1538
 OC1538                         *CURRENT SURVEY CONTROL
 OC1538  ___________________________________________________________________
 OC1538* NAD 83(1996)-  43 43 25.91188(N)    070 05 40.27734(W)     ADJUSTED  
 OC1538* NAVD 88     -        18.     (meters)      59.     (feet)  SCALED    
 OC1538  ___________________________________________________________________
 OC1538  LAPLACE CORR-           3.35  (seconds)                    DEFLEC99
 OC1538  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 OC1538
 OC1538  HORZ ORDER  -  THIRD
 OC1538
 OC1538.The horizontal coordinates were established by classical geodetic methods
 OC1538.and adjusted by the National Geodetic Survey in March 1998..
 OC1538
 OC1538.The orthometric height was scaled from a topographic map.
 OC1538
 OC1538.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1538
 OC1538.The geoid height was determined by GEOID03.
 OC1538
 OC1538;                    North         East     Units Scale Factor Converg.
 OC1538;SPC ME W     -    98,935.603   905,813.066   MT  0.99996708   +0 02 59.5
 OC1538;UTM  19      - 4,841,785.858   411,841.502   MT  0.99969559   -0 45 23.6
 OC1538
 OC1538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1538!SPC ME W     -   1.00000128  x   0.99996708  =   0.99996836
 OC1538!UTM  19      -   1.00000128  x   0.99969559  =   0.99969687
 OC1538
 OC1538:                Primary Azimuth Mark                     Grid Az
 OC1538:SPC ME W     -  UPPER GREEN                              008 59 02.4
 OC1538:UTM  19      -  UPPER GREEN                              009 47 25.5
 OC1538
 OC1538|---------------------------------------------------------------------|
 OC1538| PID    Reference Object                     Distance      Geod. Az  |
 OC1538|                                                           dddmmss.s |
 OC1538| OC1470 UPPER GREEN                         APPROX. 5.3 KM 0090201.9 |
 OC1538| OB0592 BRUNSWICK TOPSHAM CONC TK VENT      APPROX.24.0 KM 0232043.4 |
 OC1538| OC1535 STOCKMAN ISLAND BEACON              APPROX. 1.4 KM 0414755.6 |
 OC1538| CE7210 BANG RM 1                             5.986 METERS 09140     |
 OC1538| OC1533 EAGLE ISLAND HOUSE CHIMNEY          APPROX. 3.7 KM 1102857.2 |
 OC1538| OC1537 MINISTERIAL IS HOUSE CHIMNEY        APPROX. 1.8 KM 1252611.2 |
 OC1538| OC1526 DUNKERS LEDGE BEACON                APPROX. 6.6 KM 1264005.4 |
 OC1538| OC1541 CROTCH ISLAND NORTH END CHIM        APPROX. 1.8 KM 1803412.1 |
 OC1538| CE7211 BANG RM 2                            13.168 METERS 19014     |
 OC1538| OC1548 GT CHEBEAG IS C LDG HSE E GAB       APPROX. 1.7 KM 3244519.1 |
 OC1538| OC1479 CHEBEAG IS HAMILTON HOTEL CHIM      APPROX. 3.3 KM 3523758.5 |
 OC1538|---------------------------------------------------------------------|
 OC1538
 OC1538                          SUPERSEDED SURVEY CONTROL
 OC1538
 OC1538  NAD 83(1992)-  43 43 25.90999(N)    070 05 40.27768(W) AD(       ) 3
 OC1538  NAD 83(1986)-  43 43 25.91591(N)    070 05 40.28292(W) AD(       ) 3
 OC1538  NAD 27      -  43 43 25.61600(N)    070 05 42.11000(W) AD(       ) 3
 OC1538
 OC1538.Superseded values are not recommended for survey control.
 OC1538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1538.See file dsdata.txt to determine how the superseded data were derived.
 OC1538
 OC1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ1184241786(NAD 83)
 OC1538_MARKER: DS = TRIANGULATION STATION DISK
 OC1538_SETTING: 66 = SET IN ROCK OUTCROP
 OC1538
 OC1538  HISTORY     - Date     Condition        Report By
 OC1538  HISTORY     - 1933     MONUMENTED       CGS
 OC1538  HISTORY     - 1941     GOOD             CGS
 OC1538  HISTORY     - 1979     GOOD             LOCENG
 OC1538
 OC1538                          STATION DESCRIPTION
 OC1538
 OC1538'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1538'STATION IS ON THE S END OF LITTLE BANGS ISLAND ON THE MOST
 OC1538'WESTERLY OF TWO HIGH RIDGES, 3 METERS W OF AN OLD STONE
 OC1538'FENCE, ABOUT 200 METERS FROM THE S END OF THE ISLAND, 150 METERS
 OC1538'FROM THE WESTERN SIDE OF THE ISLAND AND 30 METERS W OF THE HIGHEST
 OC1538'POINT ON THE ISLAND.
 OC1538'
 OC1538'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 OC1538'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 OC1538'
 OC1538'REFERENCE MARK NO.1 IS IN THE LINE OF THE OLD STONE FENCE, AND
 OC1538'IN THE SAME LEDGE OF ROCK AS THE STATION.
 OC1538'
 OC1538'REFERENCE MARK NO.2 IS IN A ROCK BOULDER OF ABOUT 5 FEET DIAMETER
 OC1538'AND IS 5 METERS E OF THE OLD STONE FENCE.
 OC1538'
 OC1538'HEIGHT OF SIGNAL ABOVE STATION MARK - 4.130 METERS.
 OC1538
 OC1538                          STATION RECOVERY (1941)
 OC1538
 OC1538'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FLP)
 OC1538'RECOVERED AS DESCRIBED IN 1933.
 OC1538
 OC1538                          STATION RECOVERY (1979)
 OC1538
 OC1538'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979 (DAM)
 OC1538'STATION RECOVERED BY WHITMAN AND HOWARD, INC.
 OC1538'
 OC1538'BANG GOOD
 OC1538'
 OC1538'DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA2846 ***********************************************************************
 AA2846  FBN         -  This is a Federal Base Network Control Station.
 AA2846  DESIGNATION -  BANG A
 AA2846  PID         -  AA2846
 AA2846  STATE/COUNTY-  ME/PENOBSCOT
 AA2846  USGS QUAD   -  BANGOR (1991)
 AA2846
 AA2846                         *CURRENT SURVEY CONTROL
 AA2846  ___________________________________________________________________
 AA2846* NAD 83(1996)-  44 48 16.31753(N)    068 48 37.14927(W)     ADJUSTED  
 AA2846* NAVD 88     -        46.602  (meters)     152.89   (feet)  ADJUSTED  
 AA2846  ___________________________________________________________________
 AA2846  X           -   1,638,461.303 (meters)                     COMP
 AA2846  Y           -  -4,226,463.024 (meters)                     COMP
 AA2846  Z           -   4,471,977.579 (meters)                     COMP
 AA2846  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 AA2846  ELLIP HEIGHT-          21.71  (meters)          (04/26/01) GPS OBS
 AA2846  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 AA2846  DYNAMIC HT  -          46.600 (meters)     152.89  (feet)  COMP
 AA2846  MODELED GRAV-     980,581.1   (mgal)                       NAVD 88
 AA2846
 AA2846  HORZ ORDER  -  A
 AA2846  VERT ORDER  -  FIRST     CLASS II
 AA2846  ELLP ORDER  -  FOURTH    CLASS I
 AA2846
 AA2846.This mark is at Bangor Airport (BGR)
 AA2846
 AA2846.The horizontal coordinates were established by GPS observations
 AA2846.and adjusted by the National Geodetic Survey in July 1997..
 AA2846
 AA2846.The orthometric height was determined by differential leveling
 AA2846.and adjusted by the National Geodetic Survey in April 2001..
 AA2846
 AA2846.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2846
 AA2846.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2846
 AA2846.The ellipsoidal height was determined by GPS observations
 AA2846.and is referenced to NAD 83.
 AA2846
 AA2846.The geoid height was determined by GEOID03.
 AA2846
 AA2846.The dynamic height is computed by dividing the NAVD 88
 AA2846.geopotential number by the normal gravity value computed on the
 AA2846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA2846.degrees latitude (g = 980.6199 gals.).
 AA2846
 AA2846.The modeled gravity was interpolated from observed gravity values.
 AA2846
 AA2846;                    North         East     Units Scale Factor Converg.
 AA2846;SPC ME E     -   126,470.280   275,451.715   MT  0.99990741   -0 13 07.2
 AA2846;UTM  19      - 4,961,254.325   515,000.488   MT  0.99960277   +0 08 01.2
 AA2846
 AA2846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2846!SPC ME E     -   0.99999660  x   0.99990741  =   0.99990401
 AA2846!UTM  19      -   0.99999660  x   0.99960277  =   0.99959937
 AA2846
 AA2846|---------------------------------------------------------------------|
 AA2846| PID    Reference Object                     Distance      Geod. Az  |
 AA2846|                                                           dddmmss.s |
 AA2846| AA2845 BANG B                              391.507 METERS 27012     |
 AA2846|---------------------------------------------------------------------|
 AA2846
 AA2846                          SUPERSEDED SURVEY CONTROL
 AA2846
 AA2846  ELLIP H (07/24/97)   21.69   (m)                       GP(       ) 2 1
 AA2846  NAD 83(1992)-  44 48 16.31742(N)    068 48 37.14876(W) AD(1995.00) A
 AA2846  ELLIP H (10/10/95)   21.69   (m)                       GP(1995.00) 1 1
 AA2846  NAD 83(1992)-  44 48 16.31748(N)    068 48 37.14922(W) AD(       ) A
 AA2846  ELLIP H (05/09/95)   21.78   (m)                       GP(       ) 1 1
 AA2846  NAVD 88 (05/09/95)   46.60   (m)          152.9    (f) LEVELING    3  
 AA2846
 AA2846.Superseded values are not recommended for survey control.
 AA2846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2846.See file dsdata.txt to determine how the superseded data were derived.
 AA2846
 AA2846_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1500061254(NAD 83)
 AA2846_MARKER: I = METAL ROD
 AA2846_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA2846_STAMPING: BANG A 1994
 AA2846_MARK LOGO: NGS   
 AA2846_PROJECTION: FLUSH
 AA2846_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA2846_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA2846_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2846+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2000
 AA2846_ROD/PIPE-DEPTH: 4.5  meters
 AA2846_SLEEVE-DEPTH  : 1.0 meters
 AA2846
 AA2846  HISTORY     - Date     Condition        Report By
 AA2846  HISTORY     - 1994     MONUMENTED       NGS
 AA2846  HISTORY     - 19950303 GOOD             NGS
 AA2846  HISTORY     - 19951015 GOOD             CHANCE
 AA2846  HISTORY     - 20000414 GOOD             NGS
 AA2846
 AA2846                          STATION DESCRIPTION
 AA2846
 AA2846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (JDR)
 AA2846'THE STATION IS LOCATED 16.0 MI (25.7 KM) NORTH OF BUCKSPORT, 14.0 MI
 AA2846'(22.5 KM) SOUTH-SOUTHWEST OF OLD TOWN ON THE WEST EDGE OF BANGOR AT
 AA2846'THE BANGOR INTERNATIONAL AIRPORT IN THE GRASS AREA JUST EAST OF THE
 AA2846'FAA FLIGHT SERVICE STATION.  CONTACT FOR THIS PROJECT WAS MR RON
 AA2846'ELLIS, DOT/FAA AUTOMATED FLIGHT SERVICE STATION, 198 MAINE AVENUE,
 AA2846'BANGOR, ME 04401-4342.  PHONE NUMBER IS (207) 947-3349. TO REACH THE
 AA2846'STATION FROM THE INTERSECTION OF U.S. HIGHWAY 2 AND ODLIN ROAD IN
 AA2846'SOUTHWEST BANGOR.  GO NORTHERLY ON ODLIN ROAD FOR 0.85 MI (1.37 KM) TO
 AA2846'A ROAD ON THE RIGHT, HAMMOND ROAD.  AT THIS POINT ODLIN ROAD BECOMES
 AA2846'MAINE AVENUE, CONTINUE NORTHERLY ON MAINE AVENUE FOR 0.45 MI (0.72 KM)
 AA2846'TO AN CROSS ROAD, TEXAS AVENUE.  TURN LEFT AND GO WESTERLY ON TEXAS
 AA2846'AVENUE FOR 0.05 MI (0.08 KM) TO A STOP SIGN. TURN RIGHT AND GO
 AA2846'NORTHERLY FOR 0.05 MI (0.08 KM) TO THE STATION ON THE LEFT. THE
 AA2846'STATION IS LOCATED 115.0 FT (35.1 M) WEST-SOUTHWEST OF A FIRE HYDRANT,
 AA2846'96.9 FT (29.5 M) WEST OF THE WESTERN EDGE OF A ASPHALT ROAD, 85.2 FT
 AA2846'(26.0 M) NORTH OF THE NORTHWEST CORNER OF A SMALL RED BRICK BUILDING
 AA2846'AND 22.7 FT (6.9 M) EAST OF A CARSONITE WITNESS POST.
 AA2846
 AA2846                          STATION RECOVERY (1995)
 AA2846
 AA2846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AA2846'0.7 KM (0.45 MI) NORTHWESTERLY ALONG STATE HIGHWAY 222 (UNION STREET)
 AA2846'FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 IN BANGOR, THENCE 0.3 KM
 AA2846'(0.20 MI) SOUTHWESTERLY ALONG WESTLAND AVENUE, THENCE 0.8 KM (0.50 MI)
 AA2846'SOUTHERLY ALONG MAINE AVENUE, THENCE 0.1 KM (0.05 MI) WESTERLY ALONG
 AA2846'TEXAS AVENUE, 49.5 M (162.4 FT) NORTH OF THE AVENUE CENTER, 35.1 M
 AA2846'(115.2 FT) SOUTHWEST OF A FIRE HYDRANT, 29.5 M (96.8 FT) WEST OF THE
 AA2846'WEST EDGE OF A PAVED ROAD, 26.0 M (85.3 FT) NORTH OF THE NORTHWEST
 AA2846'CORNER OF A BUILDING, 6.9 M (22.6 FT) EAST OF A WITNESS POST, AND 0.5
 AA2846'M (1.6 FT) ABOVE THE LEVEL OF THE AVENUE. NOTE--ACCESS TO THE DATUM
 AA2846'POINT IS THROUGH A 5 INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 AA2846'THE SPECIFICATIONS FOR A CLASS A MARK.
 AA2846
 AA2846                          STATION RECOVERY (1995)
 AA2846
 AA2846'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KB)
 AA2846'RECOVERED AS DESCRIBED.
 AA2846
 AA2846                          STATION RECOVERY (2000)
 AA2846
 AA2846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 AA2846'THE STATION IS LOCATED ON THE SOUTHWEST SIDE OF BANGOR, ON THE
 AA2846'NORTHWEST SIDE OF THE PARKING LOT OF THE GENERAL AVIATION TERMINAL OF
 AA2846'THE BANGOR INTERNATIONAL AIRPORT, IN A GRASSY AREA NORTH-NORTHWEST OF
 AA2846'BUILDING NUMBER 247, ABOUT 1.13 KM (0.70 MI) NORTHWEST OF THE JUNCTION
 AA2846'OF INTERSTATE HIGHWAY 95 (EXIT 46) AND HAMMOND STREET.
 AA2846'OWNERSHIP--UNKNOWN.  TO REACH THE STATION FROM THE JUNCTION OF
 AA2846'INTERSTATE HIGHWAY 95 (EXIT 46) AND HAMMOND STREET, GO SOUTHWEST ON
 AA2846'HAMMOND STREET FOR 0.32 KM (0.20 MI) TO THE T-JUNCTION OF MAINE AVENUE
 AA2846'LEADING NORTHWEST AND ODLIN ROAD LEADING SOUTHEAST.  TURN RIGHT AND GO
 AA2846'NORTHWEST ON MAINE AVENUE FOR 0.72 KM (0.45 MI) TO THE JUNCTION OF THE
 AA2846'ENTRANCE ROAD FOR THE AIRPORT GENERAL AVIATION TERMINAL ON THE LEFT
 AA2846'AND TEXAS AVENUE ON THE RIGHT.  TURN LEFT, WEST ON THE ENTRANCE ROAD
 AA2846'FOR 0.08 KM (0.05 MI) TO A STOP SIGN.  CONTINUE AHEAD, WEST FOR ABOUT
 AA2846'22.86 M (75.00 FT) TO THE ENTRANCE DRIVE TO A SMALL BRICK BUILDING
 AA2846'NUMBER 247.  TURN RIGHT ON THE ENTRANCE DRIVE TO THE NORTH END OF THE
 AA2846'BUILDING AND THE STATION ON THE LEFT.  THE STATION IS A PUNCH MARK ON
 AA2846'TOP OF A STAINLESS STEEL ROD IN A GREASE-FILLED SLEEVE, ENCASED IN A
 AA2846'13 CM PVC PIPE WITH AN NGS LOGO CAP SURROUNDED BY CONCRETE FLUSH WITH
 AA2846'GROUND.  LOCATED 49.53 M (162.50 FT) NORTH OF THE CENTER OF THE PAVED
 AA2846'ENTRANCE ROAD LEADING TO THE GENERAL AVIATION TERMINAL, 35.21 M
 AA2846'(115.52 FT) SOUTHWEST OF A FIRE HYDRANT, 29.57 M (97.01 FT) WEST OF
 AA2846'THE WEST EDGE OF THE PAVED ROAD LEADING NORTH TO A SECURITY GATE,
 AA2846'26.06 M (85.50 FT) NORTH OF THE NORTHWEST CORNER OF THE BUILDING 247,
 AA2846'11.74 M (38.52 FT) NORTHEAST OF THE NORTH END OF AN ABANDONED RAILROAD
 AA2846'TRACK WITH A METAL RAIL CAR STOP ATTACHED AND 6.86 M (22.51 FT) EAST
 AA2846'OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA2845 ***********************************************************************
 AA2845  PACS        -  This is a Primary Airport Control Station.
 AA2845  DESIGNATION -  BANG B
 AA2845  PID         -  AA2845
 AA2845  STATE/COUNTY-  ME/PENOBSCOT
 AA2845  USGS QUAD   -  BANGOR (1991)
 AA2845
 AA2845                         *CURRENT SURVEY CONTROL
 AA2845  ___________________________________________________________________
 AA2845* NAD 83(1996)-  44 48 16.36065(N)    068 48 54.96418(W)     ADJUSTED  
 AA2845* NAVD 88     -        43.982  (meters)     144.30   (feet)  ADJUSTED  
 AA2845  ___________________________________________________________________
 AA2845  X           -   1,638,095.250 (meters)                     COMP
 AA2845  Y           -  -4,226,601.913 (meters)                     COMP
 AA2845  Z           -   4,471,976.677 (meters)                     COMP
 AA2845  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 AA2845  ELLIP HEIGHT-          19.09  (meters)          (12/21/01) GPS OBS
 AA2845  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 AA2845  DYNAMIC HT  -          43.981 (meters)     144.29  (feet)  COMP
 AA2845  MODELED GRAV-     980,580.7   (mgal)                       NAVD 88
 AA2845
 AA2845  HORZ ORDER  -  A
 AA2845  VERT ORDER  -  FIRST     CLASS II
 AA2845  ELLP ORDER  -  SECOND    CLASS I
 AA2845
 AA2845.This mark is at Bangor Airport (BGR)
 AA2845
 AA2845.The horizontal coordinates were established by GPS observations
 AA2845.and adjusted by the National Geodetic Survey in July 1997..
 AA2845
 AA2845.The orthometric height was determined by differential leveling
 AA2845.and adjusted by the National Geodetic Survey in April 2001..
 AA2845
 AA2845.Photographs are available for this station.
 AA2845
 AA2845.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2845
 AA2845.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2845
 AA2845.The ellipsoidal height was determined by GPS observations
 AA2845.and is referenced to NAD 83.
 AA2845
 AA2845.The geoid height was determined by GEOID03.
 AA2845
 AA2845.The dynamic height is computed by dividing the NAVD 88
 AA2845.geopotential number by the normal gravity value computed on the
 AA2845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA2845.degrees latitude (g = 980.6199 gals.).
 AA2845
 AA2845.The modeled gravity was interpolated from observed gravity values.
 AA2845
 AA2845;                    North         East     Units Scale Factor Converg.
 AA2845;SPC ME E     -   126,473.117   275,060.255   MT  0.99990765   -0 13 19.8
 AA2845;UTM  19      - 4,961,254.755   514,609.137   MT  0.99960262   +0 07 48.6
 AA2845
 AA2845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2845!SPC ME E     -   0.99999701  x   0.99990765  =   0.99990466
 AA2845!UTM  19      -   0.99999701  x   0.99960262  =   0.99959963
 AA2845
 AA2845|---------------------------------------------------------------------|
 AA2845| PID    Reference Object                     Distance      Geod. Az  |
 AA2845|                                                           dddmmss.s |
 AA2845| AA3919 BANG FSS ROOF                       303.651 METERS 08903     |
 AA2845| AA2846 BANG A                              391.507 METERS 09012     |
 AA2845|---------------------------------------------------------------------|
 AA2845
 AA2845                          SUPERSEDED SURVEY CONTROL
 AA2845
 AA2845  ELLIP H (07/24/97)   19.07   (m)                       GP(       ) 2 1
 AA2845  NAD 83(1992)-  44 48 16.36054(N)    068 48 54.96368(W) AD(1995.00) A
 AA2845  ELLIP H (10/10/95)   19.07   (m)                       GP(1995.00) 1 1
 AA2845  NAD 83(1992)-  44 48 16.36060(N)    068 48 54.96413(W) AD(       ) A
 AA2845  ELLIP H (05/09/95)   19.16   (m)                       GP(       ) 1 1
 AA2845  NAVD 88 (05/09/95)   43.98   (m)          144.3    (f) LEVELING    3  
 AA2845
 AA2845.Superseded values are not recommended for survey control.
 AA2845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2845.See file dsdata.txt to determine how the superseded data were derived.
 AA2845
 AA2845_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1460961255(NAD 83)
 AA2845_MARKER: I = METAL ROD
 AA2845_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA2845_STAMPING: BANG B 1994
 AA2845_MARK LOGO: NGS   
 AA2845_PROJECTION: FLUSH
 AA2845_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA2845_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA2845_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2845+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2004
 AA2845_ROD/PIPE-DEPTH: 4.0  meters
 AA2845_SLEEVE-DEPTH  : 1.0 meters
 AA2845
 AA2845  HISTORY     - Date     Condition        Report By
 AA2845  HISTORY     - 1994     MONUMENTED       NGS
 AA2845  HISTORY     - 19950303 GOOD             NGS
 AA2845  HISTORY     - 19951015 GOOD             CHANCE
 AA2845  HISTORY     - 19960708 GOOD             NGS
 AA2845  HISTORY     - 20000414 GOOD             NGS
 AA2845  HISTORY     - 20040712 GOOD             NGS
 AA2845
 AA2845                          STATION DESCRIPTION
 AA2845
 AA2845'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (JDR)
 AA2845'THE STATION IS LOCATED 16.0 MI (25.7 KM) NORTH OF BUCKSPORT, 14.0 MI
 AA2845'(22.5 KM) SOUTH-SOUTHWEST OF OLD TOWN ON THE WEST EDGE OF BANGOR AT
 AA2845'THE BANGOR INTERNATIONAL AIRPORT NORTH OF TAXIWAY B AND NEAR THE
 AA2845'HELIPAD. BANGOR INTERNATION AIRPORT IS A CONTROLLED AIRPORT AND ACCESS
 AA2845'MUST BE GAINED BEFORE ENTERING THE AIRFIELD.  CONTACT FOR THIS PROJECT
 AA2845'WAS MR RON ELLIS, DOT/FAA AUTOMATED FLIGHT SERVICE STATION, 198 MAINE
 AA2845'AVENUE, BANGOR, ME 04401-4342.  PHONE NUMBER IS (207) 947-3349. TO
 AA2845'REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 2 AND ODLIN
 AA2845'ROAD IN SOUTHWEST BANGOR.  GO NORTHERLY ON ODLIN ROAD FOR 0.85 MI
 AA2845'(1.37 KM) TO A ROAD ON THE RIGHT, HAMMOND ROAD.  AT THIS POINT ODLIN
 AA2845'ROAD BECOMES MAINE AVENUE, CONTINUE NORTHERLY ON MAINE AVENUE FOR 0.45
 AA2845'MI (0.72 KM) TO AN CROSS ROAD, TEXAS AVENUE.  TURN LEFT AND GO
 AA2845'WESTERLY ON TEXAS AVENUE FOR 0.05 MI (0.08 KM) TO A STOP SIGN. TURN
 AA2845'RIGHT AND GO NORTHERLY FOR 0.15 MI (0.24 KM) TO A CARD ACCESS GATE.
 AA2845'PASS THRU GATE AND GO WESTERLY ACROSS THE RAMP FOR 0.3 MI (0.5 KM) TO
 AA2845'THE STATION ON THE RIGHT JUST PASS THE TAXIWAY LEADING TO THE HELIPAD.
 AA2845'THE STATION IS LOCATED 127.0 FT (38.7 M) SOUTHWEST OF THE SOUTH EDGE
 AA2845'OF THE TAXIWAY LEADING TO THE HELIPAD, 101.7 FT (31.0 M) SOUTHEAST OF
 AA2845'A CARSONITE WITNESS POST, 75.8 FT (23.1 M) NORTHWEST OF THE WESTERN
 AA2845'EDGE OF TAXIWAY B AND 69.1 FT (21.1 M) EAST-NORTHEAST OF A CEILING
 AA2845'LIGHT PROJECTOR AND ELECTRIC VAULT.
 AA2845
 AA2845                          STATION RECOVERY (1995)
 AA2845
 AA2845'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AA2845'0.7 KM (0.45 MI) NORTHWESTERLY ALONG STATE HIGHWAY 222 (UNION STREET)
 AA2845'FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 IN BANGOR, THENCE 0.3 KM
 AA2845'(0.20 MI) SOUTHWESTERLY ALONG WESTLAND AVENUE, THENCE 0.8 KM (0.50 MI)
 AA2845'SOUTHERLY ALONG MAINE AVENUE, THENCE 0.05 KM (0.05 MI) WESTERLY ALONG
 AA2845'TEXAS AVENUE, THENCE 0.2 KM (0.10 MI) NORTHERLY ALONG A PAVED ROAD AND
 AA2845'THROUGH A SECURITY GATE, THENCE 0.3 KM (0.20 MI) WESTERLY ACROSS AN
 AA2845'APRON, THENCE 0.2 KM (0.10 MI) SOUTHERLY ALONG A TAXIWAY, 38.7 M
 AA2845'(127.0 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF A TAXIWAY LEADING TO A
 AA2845'HELICOPTER PAD, 31.0 M (101.7 FT) SOUTHEAST OF A WITNESS POST, 23.1 M
 AA2845'(75.8 FT) NORTHWEST OF THE NORTHWEST EDGE OF THE TAXIWAY, 21.1 M (69.2
 AA2845'FT) NORTHEAST OF A CEILING LIGHT PROJECTOR AND ELECTRIC VAULT, AND 0.3
 AA2845'M (1.0 FT) BELOW THE LEVEL OF THE TAXIWAY. NOTE--ACCESS TO THE DATUM
 AA2845'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 AA2845'THE SPECIFICATIONS FOR A CLASS A MARK. THE MARK IS ON PROPERTY OWNED
 AA2845'BY THE BANGOR INTERNATIONAL AIRPORT. CONTACT--AIRWAY FACILITY
 AA2845'SECTOR-810, BANGOR INTERNATIONAL AIRPORT, BANGOR, ME 04401, TELEPHONE
 AA2845'NUMBER (207) 942-9030.
 AA2845
 AA2845                          STATION RECOVERY (1995)
 AA2845
 AA2845'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KB)
 AA2845'RECOVERED AS DESCRIBED WITH THE FOLLOWING INFORMATION-  THIS STATION
 AA2845'IS DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION (PACS) - MAINE ANA
 AA2845'SURVEYS 1995
 AA2845
 AA2845                          STATION RECOVERY (1996)
 AA2845
 AA2845'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (PDL)
 AA2845'0.7 KM (0.45 MI) NORTHWESTERLY ALONG STATE HIGHWAY 222 (UNION STREET)
 AA2845'FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 IN BANGOR, THENCE 0.3 KM
 AA2845'(0.20 MI) SOUTHWESTERLY ALONG WESTLAND AVENUE, THENCE 0.8 KM (0.50 MI)
 AA2845'SOUTHERLY ALONG MAINE AVENUE, THENCE 0.05 KM (0.05 MI) WESTERLY ALONG
 AA2845'TEXAS AVENUE, THENCE 0.2 KM (0.10 MI) NORTHERLY ALONG A PAVED ROAD AND
 AA2845'THROUGH A SECURITY GATE, THENCE 0.3 KM (0.20 MI) WESTERLY ACROSS AN
 AA2845'APRON, THENCE 0.2 KM (0.10 MI) SOUTHERLY ALONG A TAXIWAY, 38.7 M
 AA2845'(127.0 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF A TAXIWAY LEADING TO A
 AA2845'HELICOPTER PAD, 31.0 M (101.7 FT) SOUTHEAST OF A WITNESS POST, 23.1 M
 AA2845'(75.8 FT) NORTHWEST OF THE NORTHWEST EDGE OF THE TAXIWAY, 21.1 M (69.2
 AA2845'FT) NORTHEAST OF A CEILING LIGHT PROJECTOR AND ELECTRIC VAULT, AND 0.3
 AA2845'M (1.0 FT) BELOW THE LEVEL OF THE TAXIWAY. NOTE--ACCESS TO THE DATUM
 AA2845'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 AA2845'THE SPECIFICATIONS FOR A CLASS A MARK. THE MARK IS ON PROPERTY OWNED
 AA2845'BY THE BANGOR INTERNATIONAL AIRPORT. CONTACT--PAUL TOZIER OR BILL
 AA2845'LANDIS MAINTENANCE AND ASST MAINTENANCE SUPERINTENDENT,BANGOR
 AA2845'INTERNATIONAL AIRPORT, BANGOR, ME 04401, TELEPHONE NUMBER (207)
 AA2845'990-2244.  STATION IS DESIGNATED PRIMARY AIRPORT CONTROL STATION
 AA2845'(PACS) --MAINE ANA SURVEYS.
 AA2845
 AA2845                          STATION RECOVERY (2000)
 AA2845
 AA2845'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 AA2845'RECOVERED AS DESCRIBED.
 AA2845
 AA2845                          STATION RECOVERY (2004)
 AA2845
 AA2845'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KRN)
 AA2845'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA3919 ***********************************************************************
 AA3919  DESIGNATION -  BANG FSS ROOF
 AA3919  PID         -  AA3919
 AA3919  STATE/COUNTY-  ME/PENOBSCOT
 AA3919  USGS QUAD   -  BANGOR (1991)
 AA3919
 AA3919                         *CURRENT SURVEY CONTROL
 AA3919  ___________________________________________________________________
 AA3919* NAD 83(1996)-  44 48 16.52474(N)    068 48 41.14885(W)     ADJUSTED  
 AA3919* NAVD 88     -        52.7    (meters)     173.     (feet)  GPS OBS   
 AA3919  ___________________________________________________________________
 AA3919  X           -   1,638,379.292 (meters)                     COMP
 AA3919  Y           -  -4,226,494.647 (meters)                     COMP
 AA3919  Z           -   4,471,986.437 (meters)                     COMP
 AA3919  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 AA3919  ELLIP HEIGHT-          27.84  (meters)          (12/21/01) GPS OBS
 AA3919  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 AA3919
 AA3919  HORZ ORDER  -  FIRST
 AA3919  ELLP ORDER  -  SECOND    CLASS I
 AA3919
 AA3919.The horizontal coordinates were established by GPS observations
 AA3919.and adjusted by the National Geodetic Survey in July 1997..
 AA3919
 AA3919.The orthometric height was determined by GPS observations and a
 AA3919.high-resolution geoid model.
 AA3919
 AA3919.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3919
 AA3919.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3919
 AA3919.The ellipsoidal height was determined by GPS observations
 AA3919.and is referenced to NAD 83.
 AA3919
 AA3919.The geoid height was determined by GEOID03.
 AA3919
 AA3919;                    North         East     Units Scale Factor Converg.
 AA3919;SPC ME E     -   126,477.011   275,363.853   MT  0.99990746   -0 13 10.1
 AA3919;UTM  19      - 4,961,260.515   514,912.613   MT  0.99960273   +0 07 58.4
 AA3919
 AA3919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3919!SPC ME E     -   0.99999563  x   0.99990746  =   0.99990310
 AA3919!UTM  19      -   0.99999563  x   0.99960273  =   0.99959837
 AA3919
 AA3919|---------------------------------------------------------------------|
 AA3919| PID    Reference Object                     Distance      Geod. Az  |
 AA3919|                                                           dddmmss.s |
 AA3919| AA2845 BANG B                              303.651 METERS 26903     |
 AA3919|---------------------------------------------------------------------|
 AA3919
 AA3919                          SUPERSEDED SURVEY CONTROL
 AA3919
 AA3919  ELLIP H (07/24/97)   27.82   (m)                       GP(       ) 2 1
 AA3919  NAD 83(1992)-  44 48 16.52463(N)    068 48 41.14835(W) AD(1995.00) 1
 AA3919  ELLIP H (10/10/95)   27.82   (m)                       GP(1995.00) 1 1
 AA3919  NAD 83(1992)-  44 48 16.52469(N)    068 48 41.14880(W) AD(       ) 1
 AA3919  ELLIP H (05/09/95)   27.91   (m)                       GP(       ) 1 1
 AA3919
 AA3919.Superseded values are not recommended for survey control.
 AA3919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3919.See file dsdata.txt to determine how the superseded data were derived.
 AA3919
 AA3919_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1491361261(NAD 83)
 AA3919_MARKER: N = NAIL
 AA3919_SETTING: 0 = UNSPECIFIED SETTING
 AA3919_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA3919_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3919_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3919+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA3919
 AA3919  HISTORY     - Date     Condition        Report By
 AA3919  HISTORY     - 1994     MONUMENTED       NOS
 AA3919  HISTORY     - 20011114 MARK NOT FOUND   FAA
 AA3919
 AA3919                          STATION DESCRIPTION
 AA3919
 AA3919'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (JDR)
 AA3919'THE STATION IS A PK NAIL DRIVEN INTO THE EAST END OF A WOODEN CATWALK.
 AA3919'IT IS A TEMPORARY POINT.
 AA3919
 AA3919                          STATION RECOVERY (2001)
 AA3919
 AA3919'RECOVERY NOTE BY FEDERAL AVIATION ADMINISTRATION 2001 (TJD)
 AA3919'WOODEN CATWALK HAS BEEN REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0530 ***********************************************************************
 PE0530  DESIGNATION -  BANGOR
 PE0530  PID         -  PE0530
 PE0530  STATE/COUNTY-  ME/PENOBSCOT
 PE0530  USGS QUAD   -  BANGOR (1991)
 PE0530
 PE0530                         *CURRENT SURVEY CONTROL
 PE0530  ___________________________________________________________________
 PE0530* NAD 83(1996)-  44 49 33.66648(N)    068 46 07.19950(W)     ADJUSTED  
 PE0530* NAVD 88     -        73.327  (meters)     240.57   (feet)  ADJUSTED  
 PE0530  ___________________________________________________________________
 PE0530  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 PE0530  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 PE0530  DYNAMIC HT  -          73.324 (meters)     240.56  (feet)  COMP
 PE0530  MODELED GRAV-     980,585.7   (mgal)                       NAVD 88
 PE0530
 PE0530  HORZ ORDER  -  SECOND
 PE0530  VERT ORDER  -  SECOND    CLASS 0
 PE0530
 PE0530.The horizontal coordinates were established by classical geodetic methods
 PE0530.and adjusted by the National Geodetic Survey in March 1998..
 PE0530
 PE0530.The orthometric height was determined by differential leveling
 PE0530.and adjusted by the National Geodetic Survey in June 1991..
 PE0530
 PE0530.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE0530
 PE0530.The geoid height was determined by GEOID03.
 PE0530
 PE0530.The dynamic height is computed by dividing the NAVD 88
 PE0530.geopotential number by the normal gravity value computed on the
 PE0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0530.degrees latitude (g = 980.6199 gals.).
 PE0530
 PE0530.The modeled gravity was interpolated from observed gravity values.
 PE0530
 PE0530;                    North         East     Units Scale Factor Converg.
 PE0530;SPC ME E     -   128,845.989   278,754.608   MT  0.99990555   -0 11 21.8
 PE0530;UTM  19      - 4,963,649.579   518,287.710   MT  0.99960411   +0 09 47.1
 PE0530
 PE0530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE0530!SPC ME E     -   0.99999240  x   0.99990555  =   0.99989795
 PE0530!UTM  19      -   0.99999240  x   0.99960411  =   0.99959651
 PE0530
 PE0530|---------------------------------------------------------------------|
 PE0530| PID    Reference Object                     Distance      Geod. Az  |
 PE0530|                                                           dddmmss.s |
 PE0530| PE0532 BANGOR RM 1                          13.747 METERS 03438     |
 PE0530| PE0531 BANGOR RM 2                          10.454 METERS 13404     |
 PE0530| PE2142 BREWER WATER DISTRICT SPIPE         APPROX. 4.8 KM 1592114.8 |
 PE0530| PE2140 BREWER RADIO STA WABI E MAST        APPROX. 5.3 KM 1611830.0 |
 PE0530| PE2141 BREWER RADIO STA WABI W MAST        APPROX. 5.3 KM 1621125.4 |
 PE0530| PE2200 BANGOR ST MARYS CATH CH SPIRE       APPROX. 2.5 KM 1662245.7 |
 PE0530| PE2227 BANGOR DOW AFB STANDPIPE            APPROX. 3.8 KM 2290006.9 |
 PE0530| PE2209 BANGOR RAD STA WLBZ TALL MAST       APPROX. 1.2 KM 2893237.6 |
 PE0530|---------------------------------------------------------------------|
 PE0530
 PE0530                          SUPERSEDED SURVEY CONTROL
 PE0530
 PE0530  NAD 83(1992)-  44 49 33.66533(N)    068 46 07.19793(W) AD(       ) 2
 PE0530  NAD 83(1986)-  44 49 33.66454(N)    068 46 07.19832(W) AD(       ) 2
 PE0530  NAD 27      -  44 49 33.40970(N)    068 46 09.06520(W) AD(       ) 2
 PE0530  NGVD 29 (??/??/92)   73.532  (m)          241.25   (f) ADJ UNCH    2 0
 PE0530
 PE0530.Superseded values are not recommended for survey control.
 PE0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0530.See file dsdata.txt to determine how the superseded data were derived.
 PE0530
 PE0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1828863650(NAD 83)
 PE0530_MARKER: DS = TRIANGULATION STATION DISK
 PE0530_SETTING: 66 = SET IN ROCK OUTCROP
 PE0530_SP_SET: ROCK OUTCROP
 PE0530_STAMPING: BANGOR 1958
 PE0530_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0530+STABILITY: POSITION/ELEVATION WELL
 PE0530
 PE0530  HISTORY     - Date     Condition        Report By
 PE0530  HISTORY     - 1958     MONUMENTED       CGS
 PE0530  HISTORY     - 1958     GOOD             CGS
 PE0530  HISTORY     - 1962     SEE DESCRIPTION  CGS
 PE0530  HISTORY     - 1975     SEE DESCRIPTION  NGS
 PE0530  HISTORY     - 1976     SEE DESCRIPTION  LOCENG
 PE0530  HISTORY     - 1984     GOOD             USPSQD
 PE0530  HISTORY     - 1984     GOOD             USPSQD
 PE0530  HISTORY     - 1988     GOOD             USPSQD
 PE0530  HISTORY     - 1989     GOOD             USPSQD
 PE0530
 PE0530                          STATION DESCRIPTION
 PE0530
 PE0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 PE0530'STATION IS LOCATED ABOUT 1.75 MILES NORTH OF BANGOR AT THE CITY
 PE0530'WATER TANK, (ANOTHER TANK UNDER CONSTRUCTION JUST TO
 PE0530'NORTH).  STATION IS 110 FEET NORTH OF EAST-WEST FENCE, 49 FEET
 PE0530'SOUTH OF APPROXIMATE CENTERLINE OF ROAD AROUND WATER TANK AND
 PE0530'77 FEET SOUTH OF WATER TANK.  THE MARK IS SET FLUSH AND THE DISK
 PE0530'IS STAMPED BANGOR 1958.
 PE0530'
 PE0530'REFERENCE MARK NO. 1 IS 49-1/2 FEET SOUTH OF WATER TANK, 40
 PE0530'FEET EAST-SOUTHEAST OF LIGHT POLE AND 22 FEET SOUTH OF
 PE0530'APPROXIMATE CENTERLINE OF ROAD AROUND TANK.  MARK IS SET FLUSH
 PE0530'AND THE DISK IS STAMPED BANGOR NO. 1 1958.
 PE0530'
 PE0530'REFERENCE MARK NO. 2 IS 16 FEET EAST OF EAST EDGE OF ROCK PILE,
 PE0530'77 FEET NORTH OF EAST-WEST FENCE AND 80 FEET SOUTH OF ROAD AROUND
 PE0530'TANK.  MARK IS SET FLUSH AND THE DISK IS STAMPED BANGOR NO. 2 1958.
 PE0530'
 PE0530'BANGOR, WLBZ RADIO MAST (TALLEST OF 2) MAY BE USED AS AZIMUTH MARK.
 PE0530'
 PE0530'TO REACH FROM BRIDGE OVER KENDUSKEAG STREAM IN DOWNTOWN BANGOR,
 PE0530'GO NORTHEAST ON STATE STREET FOR 0.3 MILE TO ESSEX STREET, TURN
 PE0530'LEFT ON ESSEX STREET AND GO NORTH 1.6 MILES TO GRAVEL ROAD RIGHT
 PE0530'LEADING TO LARGE WATER TANKS, TURN RIGHT AND GO 0.05 MILE TO
 PE0530'TANK ON LEFT AND STATION ON RIGHT AS DESCRIBED.
 PE0530'
 PE0530'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 PE0530
 PE0530                          STATION RECOVERY (1958)
 PE0530
 PE0530'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 PE0530'1.7 MI N FROM BANGOR.
 PE0530'0.6 MILES NORTHWEST ALONG STATE HIGHWAY 15 FROM ITS JUNCTION WITH
 PE0530'U.S. HIGHWAY 2 AT BANGOR, THENCE 0.1 MILES EAST ALONG STILLWATER
 PE0530'AVENUE, THENCE 0.9 MILES NORTH ALONG ESSEX STREET, THENCE 0.1
 PE0530'MILES EAST ALONG GRAVEL ROAD TO THE CITY WATER TANK, SET IN THE
 PE0530'TOP AND AT THE SOUTH EDGE OF A LARGE ROCK OUTCROP, 78 FEET SOUTH
 PE0530'OF THE SOUTH EDGE OF THE WATER TANK, 85 FEET WEST-SOUTHWEST OF
 PE0530'A LIGHT POLE, 51 FEET SOUTH OF THE CENTER LINE OF THE GRAVEL
 PE0530'ROAD, ABOUT LEVEL WITH THE ROAD.
 PE0530
 PE0530                          STATION RECOVERY (1962)
 PE0530
 PE0530'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JDB)
 PE0530'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 PE0530'CONDITION.
 PE0530'
 PE0530'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 PE0530
 PE0530                          STATION RECOVERY (1975)
 PE0530
 PE0530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 PE0530'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 PE0530'CONDITION, NO AZIMUTH MARK AT THIS STATION.
 PE0530'
 PE0530'STATION IS LOCATED ABOUT 1-3/4 MILES NORTH OF THE CENTER OF
 PE0530'BANGOR, AT THE LOCATION OF TWO LARGE GREEN WATER TANKS OF THE
 PE0530'BANGOR WATER SUPPLY, THE KEY TO LOCKED GATE MAY BE OBTAINED FROM
 PE0530'THE BANGOR WATER DEPARTMENT.
 PE0530'
 PE0530'TO REACH THE STATION FROM THE BRIDGE OF OVER THE KENDUSKEAG
 PE0530'RIVER IN DOWNTOWN BANGOR, GO NORTHEASTERLY ON STATE STREET FOR
 PE0530'0.3 MILE TO ESSEX STREET, TURN LEFT, GO NORTHERLY ON ESSEX STREET
 PE0530'FOR 1.6 MILES TO LOCKED GATE ON RIGHT, TURN RIGHT, PASS THROUGH
 PE0530'GATE, GO EASTERLY FOR 0.05 MILE TO THE STATION ON THE SOUTH SIDE
 PE0530'OF WATER TANKS.
 PE0530'
 PE0530'STATION MARK IS A STANDARD DISK SET IN DRILL HOLE IN OUTCROPPING
 PE0530'ROCK FLUSH WITH THE GROUND AND THE DISK IS STAMPED BANGOR
 PE0530'1958.  IT IS 110 FEET NORTH OF FENCE, 76.5 FEET SOUTH OF EDGE OF
 PE0530'WATER TANK AND 48 FEET SOUTH OF CENTER OF ROAD AROUND WATER TANK.
 PE0530'
 PE0530'REFERENCE MARK 1 IS A STANDARD DISK SET IN DRILL HOLE IN
 PE0530'OUTCROPPING ROCK FLUSH WITH THE GROUND AND IS STAMPED BANGOR
 PE0530'NO 1 1958.  IT IS IN THE CENTER OF BIKE TRAIL, 49.6 FEET
 PE0530'SOUTH-SOUTHEAST OF WATER TANK AND 22 FEET SOUTH OF CENTER OF
 PE0530'ROAD AROUND WATER TANK.
 PE0530'
 PE0530'REFERENCE MARK 2 IS A STANDARD DISK SET IN DRILL HOLE IN
 PE0530'OUTCROPPING FLUSH WITH THE GROUND AND IS STAMPED BANGOR NO 2
 PE0530'1958.  IT IS 107 FEET SOUTH OF SOUTH EDGE OF WATER TANK, 77 FEET
 PE0530'NORTH OF FENCE AND 7 FEET EAST OF CENTER OF BIKE TRAIL.
 PE0530'
 PE0530'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PE0530'1-3/4 MILE NORTH OF BANGOR.
 PE0530
 PE0530                          STATION RECOVERY (1976)
 PE0530
 PE0530'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 PE0530'BANGOR 1958 GOOD
 PE0530'
 PE0530'BANGOR NO. 1 1958 GOOD
 PE0530'
 PE0530'BANGOR NO. 2 1958 GOOD
 PE0530
 PE0530                          STATION RECOVERY (1984)
 PE0530
 PE0530'RECOVERY NOTE BY US POWER SQUADRON 1984 (ELG)
 PE0530'BANGOR 1958, BANGOR NO 1 1958, BANGOR NO 2 1958 FOUND GOOD.
 PE0530'
 PE0530'THE STATION AND TWO REFERENCE MARKS WERE RECOVERED IN GOOD
 PE0530'CONDITION.  THE 1975 DESCRIPTION OF C.L.N. IS GOOD AND SUFFICIENT.
 PE0530
 PE0530                          STATION RECOVERY (1984)
 PE0530
 PE0530'RECOVERY NOTE BY US POWER SQUADRON 1984
 PE0530'RECOVERED IN GOOD CONDITION.
 PE0530
 PE0530                          STATION RECOVERY (1988)
 PE0530
 PE0530'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE0530'RECOVERED IN GOOD CONDITION.
 PE0530
 PE0530                          STATION RECOVERY (1989)
 PE0530
 PE0530'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELG)
 PE0530'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2205 ***********************************************************************
 PE2205  DESIGNATION -  BANGOR BRICK CHURCH 1857
 PE2205  PID         -  PE2205
 PE2205  STATE/COUNTY-  ME/PENOBSCOT
 PE2205  USGS QUAD   -  BANGOR (1991)
 PE2205
 PE2205                         *CURRENT SURVEY CONTROL
 PE2205  ___________________________________________________________________
 PE2205* NAD 83(1996)-  44 48 21.18938(N)    068 46 01.53269(W)     ADJUSTED  
 PE2205* NAVD 88     -        67.7    (meters)     222.     (feet)  VERTCON   
 PE2205  ___________________________________________________________________
 PE2205  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 PE2205  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 PE2205
 PE2205  HORZ ORDER  -  SECOND
 PE2205
 PE2205.The horizontal coordinates were established by classical geodetic methods
 PE2205.and adjusted by the National Geodetic Survey in March 1998..
 PE2205
 PE2205.The NAVD 88 height was computed by applying the VERTCON shift value to
 PE2205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PE2205
 PE2205.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2205
 PE2205.The geoid height was determined by GEOID03.
 PE2205
 PE2205;                    North         East     Units Scale Factor Converg.
 PE2205;SPC ME E     -   126,608.511   278,871.735   MT  0.99990549   -0 11 17.6
 PE2205;UTM  19      - 4,961,413.538   518,418.557   MT  0.99960417   +0 09 50.9
 PE2205
 PE2205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2205!SPC ME E     -   0.99999328  x   0.99990549  =   0.99989877
 PE2205!UTM  19      -   0.99999328  x   0.99960417  =   0.99959746
 PE2205
 PE2205:                Primary Azimuth Mark                     Grid Az
 PE2205:SPC ME E     -  BANGOR ST MARYS CATH CH SPIRE            114 08 45.9
 PE2205:UTM  19      -  BANGOR ST MARYS CATH CH SPIRE            113 47 37.4
 PE2205
 PE2205|---------------------------------------------------------------------|
 PE2205| PID    Reference Object                     Distance      Geod. Az  |
 PE2205|                                                           dddmmss.s |
 PE2205| PE2200 BANGOR ST MARYS CATH CH SPIRE       APPROX. 0.5 KM 1135728.3 |
 PE2205| PE2142 BREWER WATER DISTRICT SPIPE         APPROX. 2.7 KM 1445828.2 |
 PE2205| PE2153 HOLDEN TV STATION WABI MAST         APPROX. 9.2 KM 1452058.9 |
 PE2205| PE2140 BREWER RADIO STA WABI E MAST        APPROX. 3.2 KM 1503035.2 |
 PE2205| PE2141 BREWER RADIO STA WABI W MAST        APPROX. 3.2 KM 1515500.5 |
 PE2205| PE2155 ATT MICROWAVE 7 MI S OF BREWER      APPROX.13.9 KM 1762111.0 |
 PE2205| PE2222 BANGOR DOW AFB TANK                 APPROX. 5.5 KM 2335129.1 |
 PE2205| PE2230 BANGOR TANK FLAGPOLE                APPROX. 1.3 KM 2775110.9 |
 PE2205| PE2209 BANGOR RAD STA WLBZ TALL MAST       APPROX. 2.9 KM 3340640.5 |
 PE2205| PE0531 BANGOR RM 2                                        35700     |
 PE2205|---------------------------------------------------------------------|
 PE2205
 PE2205                          SUPERSEDED SURVEY CONTROL
 PE2205
 PE2205  NAD 83(1992)-  44 48 21.18834(N)    068 46 01.53085(W) AD(       ) 2
 PE2205  NAD 83(1986)-  44 48 21.18737(N)    068 46 01.53125(W) AD(       ) 2
 PE2205  NAD 27      -  44 48 20.93100(N)    068 46 03.39900(W) AD(       ) 2
 PE2205  NGVD 29 (07/19/86)   67.9    (m)          223.     (f) VERT ANG       
 PE2205
 PE2205.Superseded values are not recommended for survey control.
 PE2205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2205.See file dsdata.txt to determine how the superseded data were derived.
 PE2205
 PE2205_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1841961414(NAD 83)
 PE2205
 PE2205  HISTORY     - Date     Condition        Report By
 PE2205  HISTORY     - 1857     MONUMENTED       COASUR
 PE2205  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2205  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE2205  HISTORY     - 1947     SEE DESCRIPTION  CGS
 PE2205  HISTORY     - 1957     SEE DESCRIPTION  CGS
 PE2205  HISTORY     - 1958     SEE DESCRIPTION  CGS
 PE2205  HISTORY     - 1975     SEE DESCRIPTION  NGS
 PE2205  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 PE2205
 PE2205                          STATION DESCRIPTION
 PE2205
 PE2205'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2205'OBSERVATIONS TAKEN ON AND FROM THIS CHURCH IN 1934 WERE
 PE2205'REDUCED TO THE CENTER OF THE TOP OF THE SPIRE.  THE SPIRE HAS
 PE2205'LEANED OVER OUT OF PLUMB WITHIN THE LAST 20 YEARS, AND IT IS
 PE2205'PROBABLE THAT THE 1857 STATION WAS WITHIN A FEW INCHES OF THE
 PE2205'CENTER OF THE BELFRY, THE SPIRE AT THAT TIME HAVING PROBABLY
 PE2205'BEEN PLUMB.  THE 1934 CENTER IS MARKED ON THE FLOOR OF THE
 PE2205'BELFRY BY AN 8-PENNY NAIL, SURROUNDED BY A TRIANGLE CARVED IN
 PE2205'THE FLOOR AND REFERENCED TO THE INSIDE WALL LINES.
 PE2205'
 PE2205'THIS STATION WILL NOT LAST MANY YEARS AS THE STEEPLE IS IN
 PE2205'POOR CONDITION.  IT WAS OCCUPIED IN ORDER TO GET A TIE TO THE
 PE2205'OLD WORK IN BANGOR.  A MORE PERMANENT POINT WAS LOCATED IN THE
 PE2205'CITY, DESCRIPTION OF STATION BANGOR TANK FLAGPOLE.
 PE2205'
 PE2205'THE CHURCH IS THE FIRST METHODIST EPISCOPAL CHURCH AT THE
 PE2205'CORNER OF PINE AND SOMERSET STREETS.
 PE2205
 PE2205                          STATION RECOVERY (1944)
 PE2205
 PE2205'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE2205'STATION RECOVERED AS DESCRIBED BY K.G.C. IN 1934 IN GOOD
 PE2205'CONDITION.  CONDITION OF SPIRE IS NOT KNOWN, BUT IT HAS BEEN
 PE2205'REPORTED TO HAVE BEEN REINFORCED INSIDE RECENTLY.
 PE2205
 PE2205                          STATION RECOVERY (1947)
 PE2205
 PE2205'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (MBC)
 PE2205'THE SPIRE HAS BEEN REMOVED AND REPLACED BY A SHORT OPEN-FACED
 PE2205'BALCONY TYPE SPIRE.
 PE2205'
 PE2205'STATION NO LONGER AVAILABLE FOR USE WITHOUT REOBSERVATIONS.
 PE2205
 PE2205                          STATION RECOVERY (1957)
 PE2205
 PE2205'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 PE2205'THE SPIRE HAS BEEN TORN DOWN AND REPLACED BY A SHORT OPEN TOWER
 PE2205'IN APPROXIMATELY THE SAME POSITION.  THE PEAK OF THE TOWER IS
 PE2205'BELIEVED TO BE WITHIN A FOOT OF THE POSITION OF THE ORIGINAL SPIRE.
 PE2205
 PE2205                          STATION RECOVERY (1958)
 PE2205
 PE2205'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCE)
 PE2205'STATION WAS RECOVERED, DUE TO SEVERAL CHANGES AT THE STATION A
 PE2205'COMPLETE NEW DESCRIPTION FOLLOWS.
 PE2205'
 PE2205'STATION IS LOCATED IN BANGOR AND ABOUT 0.4 MILE NORTH-NORTHEAST
 PE2205'OF DOWN TOWN AND AT THE INTERSECTION OF PINE AND SOMMERSET
 PE2205'STREETS.  STATION IS ON TOP OF THE BELFRY OF THE FIRST METHODIST
 PE2205'EPISCOPAL CHURCH (THE SPIRE HAS BEEN TORN DOWN) AND THE STATION
 PE2205'IS MARKED BY A PUNCH MARK, IN THE COPPER FLOOR COVERING AND
 PE2205'SURROUNDED BY A TRIANGLE OF PUNCH MARKS.  STATION IS 6.7 FEET
 PE2205'SOUTHWEST OF THE SOUTHWEST CORNER OF THE NORTHEAST CORNER POST,
 PE2205'6.73 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE NORTHWEST
 PE2205'CORNER POST, 6.75 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 PE2205'THE SOUTHEAST CORNER POST, 6.74 FEET NORTHEAST OF THE
 PE2205'NORTHEAST CORNER OF THE SOUTHWEST CORNER POST AND 9 INCHES
 PE2205'EAST OF THE SOUTHEAST CORNER OF THE ROOF DOOR.
 PE2205'
 PE2205'CONSIDERABLE MOVEMENT IN ROOF OF BELFRY WAS EXPERIENCED.
 PE2205'
 PE2205'ANY OF THE FOLLOWING MAY BE USED AS AZIMUTH MARK.
 PE2205
 PE2205                          STATION RECOVERY (1975)
 PE2205
 PE2205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 PE2205'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1958 DESCRIPTION.
 PE2205'
 PE2205'THE STATION IS ON TOP OF THE CUPALO OF THE OLD FIRST METHODIST
 PE2205'EPISCAPAL CHURCH, THE BUILDING IS NOW VACANT.  MR ABRAHAM
 PE2205'SHAPERO, TELEPHONE 945-6512, NOW OWNS THE BUILDING AND IS IN THE
 PE2205'PROCESS OF SELLING OR REMODELING AND THE CUPALO WOULD BE TORN
 PE2205'DOWN DURING THE REMODELING.
 PE2205'
 PE2205'THE STATION IS LOCATED ABOUT 0.4 MILE NORTH-NORTHWEST OF DOWNTOWN
 PE2205'BANGOR AT THE CORNER OF SOMERSET STREET AND PINE STREET, ON TOP
 PE2205'OF THE FORMER FIRST METHODIST EPISCAPAL CHURCH CUPALO.  STATION
 PE2205'IS A PUNCH MARK IN THE COPPER FLOOR COVERING OF THE CUPALO AND
 PE2205'IS SURROUNDED BY TRIANGLE OF PUNCH MARKS, IT IS 6.7 FEET
 PE2205'SOUTHEAST OF THE NORTHWEST CORNER, 6.7 FEET SOUTHWEST OF THE
 PE2205'NORTHEAST CORNER, 6.7 FEET NORTHWEST OF THE SOUTHEAST
 PE2205'CORNER AND 6.7 FEET NORTHWEST OF THE SOUTHWEST CORNER.
 PE2205'STATION ST JOHNS 1975 WAS ESTABLISHED ON TOP OF THE ST JOHNS
 PE2205'EPISCAPAL CHURCH CUPALO ABOUT 2 BLOCKS SOUTHWEST.
 PE2205'
 PE2205'FOR ANY FURTHER INFORMATION ON THESE TWO STATION CONTACT MR DAVE
 PE2205'MARDEN, PENOBSCOT COUNTY SURVEY LOCATED AT THE COUNTY COURTHOUSE
 PE2205'IN BANGOR, TELEPHONE (207) 942-4486.
 PE2205'
 PE2205'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PE2205'IN BANGOR.
 PE2205
 PE2205                          STATION RECOVERY (1984)
 PE2205
 PE2205'RECOVERY NOTE BY US POWER SQUADRON 1984 (ELG)
 PE2205'STATION FOUND DESTROYED.
 PE2205'
 PE2205'THE CHURCH BUILDING HAS BEEN RAZED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2221 ***********************************************************************
 PE2221  DESIGNATION -  BANGOR DOW AFB CONTROL TOWER
 PE2221  PID         -  PE2221
 PE2221  STATE/COUNTY-  ME/PENOBSCOT
 PE2221  USGS QUAD   -  BANGOR (1991)
 PE2221
 PE2221                         *CURRENT SURVEY CONTROL
 PE2221  ___________________________________________________________________
 PE2221* NAD 83(1996)-  44 48 43.99739(N)    068 49 32.19633(W)     ADJUSTED  
 PE2221* NAVD 88     -                                                        
 PE2221  ___________________________________________________________________
 PE2221  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 PE2221  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 PE2221
 PE2221  HORZ ORDER  -  THIRD
 PE2221
 PE2221.The horizontal coordinates were established by classical geodetic methods
 PE2221.and adjusted by the National Geodetic Survey in March 1998..
 PE2221
 PE2221
 PE2221.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2221
 PE2221.The geoid height was determined by GEOID03.
 PE2221
 PE2221;                    North         East     Units Scale Factor Converg.
 PE2221;SPC ME E     -   127,329.372   274,245.530   MT  0.99990815   -0 13 46.2
 PE2221;UTM  19      - 4,962,105.723   513,789.413   MT  0.99960234   +0 07 22.5
 PE2221
 PE2221                          SUPERSEDED SURVEY CONTROL
 PE2221
 PE2221  NAD 83(1992)-  44 48 43.99614(N)    068 49 32.19331(W) AD(       ) 4
 PE2221  NAD 83(1986)-  44 48 43.99532(N)    068 49 32.19450(W) AD(       ) 4
 PE2221  NAD 27      -  44 48 43.76700(N)    068 49 34.05100(W) AD(       ) 3
 PE2221
 PE2221.Superseded values are not recommended for survey control.
 PE2221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2221.See file dsdata.txt to determine how the superseded data were derived.
 PE2221
 PE2221_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1378962106(NAD 83)
 PE2221_MARKER: 58 = CONTROL TOWER
 PE2221
 PE2221  HISTORY     - Date     Condition        Report By
 PE2221  HISTORY     - 1958     FIRST OBSERVED   CGS
 PE2221  HISTORY     - 1965     GOOD             CGS
 PE2221  HISTORY     - 1984     GOOD             USPSQD
 PE2221  HISTORY     - 1989     GOOD             USPSQD
 PE2221
 PE2221                          STATION DESCRIPTION
 PE2221
 PE2221'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RBK)
 PE2221'STATION RECOVERED IN GOOD CONDITION.
 PE2221
 PE2221                          STATION RECOVERY (1984)
 PE2221
 PE2221'RECOVERY NOTE BY US POWER SQUADRON 1984 (ELG)
 PE2221'STATION FOUND GOOD.
 PE2221'
 PE2221'STATION RECOVERED AS DESCRIBED.  THE AIRBASE IS NOW BANGOR
 PE2221'INTERNATIONAL AIRPORT.
 PE2221
 PE2221                          STATION RECOVERY (1989)
 PE2221
 PE2221'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELG)
 PE2221'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2227 ***********************************************************************
 PE2227  DESIGNATION -  BANGOR DOW AFB STANDPIPE
 PE2227  PID         -  PE2227
 PE2227  STATE/COUNTY-  ME/PENOBSCOT
 PE2227  USGS QUAD   -  BANGOR (1991)
 PE2227
 PE2227                         *CURRENT SURVEY CONTROL
 PE2227  ___________________________________________________________________
 PE2227* NAD 83(1996)-  44 48 13.83767(N)    068 48 16.16661(W)     ADJUSTED  
 PE2227* NAVD 88     -                                                        
 PE2227  ___________________________________________________________________
 PE2227  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 PE2227  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 PE2227
 PE2227  HORZ ORDER  -  THIRD
 PE2227
 PE2227.The horizontal coordinates were established by classical geodetic methods
 PE2227.and adjusted by the National Geodetic Survey in March 1998..
 PE2227
 PE2227
 PE2227.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2227
 PE2227.The geoid height was determined by GEOID03.
 PE2227
 PE2227;                    North         East     Units Scale Factor Converg.
 PE2227;SPC ME E     -   126,391.994   275,912.502   MT  0.99990713   -0 12 52.5
 PE2227;UTM  19      - 4,961,178.897   515,461.608   MT  0.99960294   +0 08 16.0
 PE2227
 PE2227                          SUPERSEDED SURVEY CONTROL
 PE2227
 PE2227  NAD 83(1992)-  44 48 13.83668(N)    068 48 16.16459(W) AD(       ) 4
 PE2227  NAD 83(1986)-  44 48 13.83566(N)    068 48 16.16565(W) AD(       ) 4
 PE2227  NAD 27      -  44 48 13.58200(N)    068 48 18.03200(W) AD(       ) 3
 PE2227
 PE2227.Superseded values are not recommended for survey control.
 PE2227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2227.See file dsdata.txt to determine how the superseded data were derived.
 PE2227
 PE2227_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1546261179(NAD 83)
 PE2227_MARKER: 52 = STANDPIPE TANK
 PE2227_MARK LOGO: CGS   
 PE2227
 PE2227  HISTORY     - Date     Condition        Report By
 PE2227  HISTORY     - 1958     FIRST OBSERVED   CGS
 PE2227  HISTORY     - 1970     GOOD             NGS
 PE2227  HISTORY     - 1984     GOOD             USPSQD
 PE2227  HISTORY     - 19930615 GOOD             CGS
 PE2227
 PE2227                          STATION DESCRIPTION
 PE2227
 PE2227'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 PE2227'STATION IS LOCATED ABOUT 2 MILES WEST OF DOWNTOWN BANGOR ON A
 PE2227'SMALL HILL NEAR THE EAST EDGE OF DOW AIRFORCE BASE.  STATION IS
 PE2227'ABOUT 80 FEET TALL, OF STEEL CONSTRUCTION AND PAINTED RED AND
 PE2227'WHITE CHECKERED.
 PE2227'
 PE2227'THE POINT INTERSECTED WAS THE REVOLVING WHITE AND GREEN BEACON
 PE2227'LIGHT ON TOP THE STANDPIPE.
 PE2227'
 PE2227'TO REACH STATION FROM THE BANGOR HOUSE AT THE INTERSECTION OF
 PE2227'MAIN AND UNION STREETS IN BANGOR, GO NORTHWEST ON UNION STREET FOR
 PE2227'1.9 MILES TO SIDE STREET LEFT.  TURN LEFT AND GO 0.15 MILE TO GATE
 PE2227'TO DOW FIELD.  CONTINUE STRAIGHT AHEAD FOR 0.6 MILE TO SIDE STREET
 PE2227'LEFT.  TURN LEFT AND GO UP HILL FOR 0.15 MILE TO STATION ON THE
 PE2227'RIGHT AS DESCRIBED.
 PE2227
 PE2227                          STATION RECOVERY (1970)
 PE2227
 PE2227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMR)
 PE2227'STATION RECOVERED IN GOOD CONDITION.  THE PUBLISHED DESCRIPTION
 PE2227'IS GOOD.
 PE2227
 PE2227                          STATION RECOVERY (1984)
 PE2227
 PE2227'RECOVERY NOTE BY US POWER SQUADRON 1984 (ELG)
 PE2227'STATION FOUND GOOD.
 PE2227'
 PE2227'STATION WAS RECOVERED IN GOOD CONDITION.  THE AIRBASE IS NOW BANGOR
 PE2227'MUNICIPAL AIRPORT.
 PE2227
 PE2227                          STATION RECOVERY (1993)
 PE2227
 PE2227'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1993
 PE2227'THE STATION IS LOCATED ABOUT 2 MILES (3.2 KM) WEST OF DOWNTOWN BANGOR
 PE2227'ON A SMALL HILL NEAR THE EAST EDGE OF DOW AIRFORCE BASE.  STATION IS
 PE2227'ABOUT 80 FT (24.4 M) TALL OF STEEL CONSTRUCTION AND PAINTED RED AND
 PE2227'WHITE CHECKERED. THE POINT INTERSECTED WAS THE REVOLVING LIGHT (GREEN
 PE2227'AND WHITE) ON TOP OF THE STANDPIPE.  QUAD 440684 STATION 1008
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2222 ***********************************************************************
 PE2222  DESIGNATION -  BANGOR DOW AFB TANK
 PE2222  PID         -  PE2222
 PE2222  STATE/COUNTY-  ME/PENOBSCOT
 PE2222  USGS QUAD   -  BANGOR (1991)
 PE2222
 PE2222                         *CURRENT SURVEY CONTROL
 PE2222  ___________________________________________________________________
 PE2222* NAD 83(1996)-  44 46 35.80443(N)    068 49 24.02506(W)     ADJUSTED  
 PE2222* NAVD 88     -                                                        
 PE2222  ___________________________________________________________________
 PE2222  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 PE2222  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 PE2222
 PE2222  HORZ ORDER  -  THIRD
 PE2222
 PE2222.The horizontal coordinates were established by classical geodetic methods
 PE2222.and adjusted by the National Geodetic Survey in March 1998..
 PE2222
 PE2222
 PE2222.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2222
 PE2222.The geoid height was determined by GEOID03.
 PE2222
 PE2222;                    North         East     Units Scale Factor Converg.
 PE2222;SPC ME E     -   123,371.884   274,409.330   MT  0.99990805   -0 13 39.9
 PE2222;UTM  19      - 4,958,150.528   513,977.484   MT  0.99960240   +0 07 27.9
 PE2222
 PE2222                          SUPERSEDED SURVEY CONTROL
 PE2222
 PE2222  NAD 83(1992)-  44 46 35.80324(N)    068 49 24.02260(W) AD(       ) 4
 PE2222  NAD 83(1986)-  44 46 35.80152(N)    068 49 24.02424(W) AD(       ) 4
 PE2222  NAD 27      -  44 46 35.54600(N)    068 49 25.88700(W) AD(       ) 3
 PE2222
 PE2222.Superseded values are not recommended for survey control.
 PE2222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2222.See file dsdata.txt to determine how the superseded data were derived.
 PE2222
 PE2222_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1397758151(NAD 83)
 PE2222
 PE2222  HISTORY     - Date     Condition        Report By
 PE2222  HISTORY     - 1958     MONUMENTED       CGS
 PE2222  HISTORY     - 1974     SEE DESCRIPTION  NGS
 PE2222  HISTORY     - 1982     GOOD             NGS
 PE2222  HISTORY     - 1984     GOOD             USPSQD
 PE2222  HISTORY     - 1989     GOOD             USPSQD
 PE2222
 PE2222                          STATION DESCRIPTION
 PE2222
 PE2222'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 PE2222'STATION IS LOCATED ABOUT 3-1/2 MILES SOUTHWEST OF BANGOR AND AT
 PE2222'THE STRATEGIC AIR COMMAND SENTRY DOGS 4060TH. AIR POLICE
 PE2222'SQUADRON.  IT IS A 4 LEGGED STEEL STRUCTURE, APPROXIMATELY 120
 PE2222'FEET HIGH AND PAINTED IN RED AND WHITE CHECKS.
 PE2222'
 PE2222'THE POINT INTERSECTED WAS THE BASE OF THE ROD SUPPORTING THE
 PE2222'RED LIGHTS.
 PE2222'
 PE2222'TO REACH FROM THE INTERSECTION OF UNION AND MAIN STREETS IN
 PE2222'BANGOR, GO NORTHWEST ON UNION STREET 0.3 MILE TO TRAFFIC LIGHT,
 PE2222'TURN LEFT ON HAMMOND STREET (U.S. HIGHWAY 2 AND STATE HIGHWAY
 PE2222'100) 1.3 MILES TO TRAFFIC LIGHT, TURN LEFT WITH HIGHWAYS 2 AND
 PE2222'100 1.0 MILE TO CROSSROAD, TURN LEFT ON OLDIN ROAD 0.2 MILE TO
 PE2222'RAILROAD CROSSING.  CONTINUE 0.3 MILE TO ROAD FORK, KEEP ON LEFT
 PE2222'FORK 0.5 MILE TO THE WATER TANK ON THE RIGHT, JUST EAST OF
 PE2222'BUILDING NO. 170.
 PE2222
 PE2222                          STATION RECOVERY (1974)
 PE2222
 PE2222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JVT)
 PE2222'STATION RECOVERED AS DESCRIBED.
 PE2222'
 PE2222'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PE2222'3.5 MILES S.W. OF BANGOR.
 PE2222
 PE2222                          STATION RECOVERY (1982)
 PE2222
 PE2222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (DAH)
 PE2222'THE STATION, INCLUDING THE AIRPORT BEACON CENTERED AT THE TOP, WAS
 PE2222'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 PE2222'
 PE2222'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT BANGOR
 PE2222'INTERNATIONAL AIRPORT.
 PE2222
 PE2222                          STATION RECOVERY (1984)
 PE2222
 PE2222'RECOVERY NOTE BY US POWER SQUADRON 1984 (ELG)
 PE2222'STATION FOUND GOOD.
 PE2222'
 PE2222'THE STATION WAS RECOVERED IN GOOD CONDITION.  THIS PART OF THE
 PE2222'MILITARY INSTALLATION IS NOW THE AMMO INDUSTRIAL PARK.
 PE2222
 PE2222                          STATION RECOVERY (1989)
 PE2222
 PE2222'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELG)
 PE2222'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2208 ***********************************************************************
 PE2208  DESIGNATION -  BANGOR RAD STA WLBZ SHORT MAST
 PE2208  PID         -  PE2208
 PE2208  STATE/COUNTY-  ME/PENOBSCOT
 PE2208  USGS QUAD   -  BANGOR (1991)
 PE2208
 PE2208                         *CURRENT SURVEY CONTROL
 PE2208  ___________________________________________________________________
 PE2208* NAD 83(1996)-  44 49 44.46617(N)    068 47 00.67141(W)     ADJUSTED  
 PE2208* NAVD 88     -                                                        
 PE2208  ___________________________________________________________________
 PE2208  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 PE2208  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 PE2208
 PE2208  HORZ ORDER  -  THIRD
 PE2208
 PE2208.The horizontal coordinates were established by classical geodetic methods
 PE2208.and adjusted by the National Geodetic Survey in March 1998..
 PE2208
 PE2208
 PE2208.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2208
 PE2208.The geoid height was determined by GEOID03.
 PE2208
 PE2208;                    North         East     Units Scale Factor Converg.
 PE2208;SPC ME E     -   129,183.321   277,581.213   MT  0.99990618   -0 11 59.6
 PE2208;UTM  19      - 4,963,979.586   517,112.617   MT  0.99960360   +0 09 09.4
 PE2208
 PE2208                          SUPERSEDED SURVEY CONTROL
 PE2208
 PE2208  NAD 83(1992)-  44 49 44.46238(N)    068 47 00.67375(W) AD(       ) 4
 PE2208  NAD 83(1986)-  44 49 44.46036(N)    068 47 00.67664(W) AD(       ) 4
 PE2208  NAD 27      -  44 49 44.23800(N)    068 47 02.49000(W) AD(       ) 3
 PE2208
 PE2208.Superseded values are not recommended for survey control.
 PE2208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2208.See file dsdata.txt to determine how the superseded data were derived.
 PE2208
 PE2208_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1711363980(NAD 83)
 PE2208_MARKER: 42 = RADIO/TV MAST
 PE2208_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE2208+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2005
 PE2208
 PE2208  HISTORY     - Date     Condition        Report By
 PE2208  HISTORY     - 1958     FIRST OBSERVED   CGS
 PE2208  HISTORY     - 1963     GOOD             CGS
 PE2208  HISTORY     - 1984     GOOD             USPSQD
 PE2208  HISTORY     - 1989     GOOD             USPSQD
 PE2208  HISTORY     - 20050420 GOOD             USPSQD
 PE2208
 PE2208                          STATION DESCRIPTION
 PE2208
 PE2208'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (FHG)
 PE2208'STATION RECOVERED AS DESCRIBED.
 PE2208
 PE2208                          STATION RECOVERY (1984)
 PE2208
 PE2208'RECOVERY NOTE BY US POWER SQUADRON 1984 (ELG)
 PE2208'STATION FOUND GOOD.
 PE2208'
 PE2208'STATION RECOVERED AS DESCRIBED.  THE CALL LETTERS OF THIS STATION ARE
 PE2208'NOW WZON.
 PE2208
 PE2208                          STATION RECOVERY (1989)
 PE2208
 PE2208'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELG)
 PE2208'RECOVERED IN GOOD CONDITION.
 PE2208
 PE2208                          STATION RECOVERY (2005)
 PE2208
 PE2208'RECOVERY NOTE BY US POWER SQUADRON 2005 (BRE)
 PE2208'AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2209 ***********************************************************************
 PE2209  DESIGNATION -  BANGOR RAD STA WLBZ TALL MAST
 PE2209  PID         -  PE2209
 PE2209  STATE/COUNTY-  ME/PENOBSCOT
 PE2209  USGS QUAD   -  BANGOR (1991)
 PE2209
 PE2209                         *CURRENT SURVEY CONTROL
 PE2209  ___________________________________________________________________
 PE2209* NAD 83(1996)-  44 49 47.01926(N)    068 47 00.07305(W)     ADJUSTED  
 PE2209* NAVD 88     -                                                        
 PE2209  ___________________________________________________________________
 PE2209  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 PE2209  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 PE2209
 PE2209  HORZ ORDER  -  THIRD
 PE2209
 PE2209.The horizontal coordinates were established by classical geodetic methods
 PE2209.and adjusted by the National Geodetic Survey in March 1998..
 PE2209
 PE2209
 PE2209.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2209
 PE2209.The geoid height was determined by GEOID03.
 PE2209
 PE2209;                    North         East     Units Scale Factor Converg.
 PE2209;SPC ME E     -   129,262.079   277,594.631   MT  0.99990617   -0 11 59.2
 PE2209;UTM  19      - 4,964,058.401   517,125.546   MT  0.99960361   +0 09 09.9
 PE2209
 PE2209                          SUPERSEDED SURVEY CONTROL
 PE2209
 PE2209  NAD 83(1992)-  44 49 47.01809(N)    068 47 00.07151(W) AD(       ) 4
 PE2209  NAD 83(1986)-  44 49 47.01750(N)    068 47 00.07216(W) AD(       ) 4
 PE2209  NAD 27      -  44 49 46.76200(N)    068 47 01.94600(W) AD(       ) 3
 PE2209
 PE2209.Superseded values are not recommended for survey control.
 PE2209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2209.See file dsdata.txt to determine how the superseded data were derived.
 PE2209
 PE2209_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1712664058(NAD 83)
 PE2209_MARKER: 42 = RADIO/TV MAST
 PE2209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE2209+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2005
 PE2209
 PE2209  HISTORY     - Date     Condition        Report By
 PE2209  HISTORY     - 1958     FIRST OBSERVED   CGS
 PE2209  HISTORY     - 1965     GOOD             CGS
 PE2209  HISTORY     - 1982     GOOD             NGS
 PE2209  HISTORY     - 1984     GOOD             USPSQD
 PE2209  HISTORY     - 1989     GOOD             USPSQD
 PE2209  HISTORY     - 20050520 GOOD             USPSQD
 PE2209
 PE2209                          STATION DESCRIPTION
 PE2209
 PE2209'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 PE2209'STATION IS LOCATED IN THE NORTHWEST EDGE OF BANGOR.  IT IS A STEEL
 PE2209'STRUCTURE APPROXIMATELY 405 FEET HIGH, PAINTED RED AND WHITE.
 PE2209'
 PE2209'THE POINT INTERSECTED WAS THE RED LIGHT ON TOP.
 PE2209'
 PE2209'TO REACH FROM THE INTERSECTION OF HIGHWAYS 2 AND 15 IN BANGOR, GO
 PE2209'NORTHWESTERLY ON HIGHWAY 15 FOR 2.1 MILES TO THE STATION ON THE
 PE2209'RIGHT.
 PE2209
 PE2209                          STATION RECOVERY (1965)
 PE2209
 PE2209'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RBK)
 PE2209'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION IS
 PE2209'ADEQUATE.
 PE2209
 PE2209                          STATION RECOVERY (1982)
 PE2209
 PE2209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (DAH)
 PE2209'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 PE2209'
 PE2209'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--NORTHWEST EDGE OF
 PE2209'BANGOR.
 PE2209
 PE2209                          STATION RECOVERY (1984)
 PE2209
 PE2209'RECOVERY NOTE BY US POWER SQUADRON 1984 (ELG)
 PE2209'STATION FOUND GOOD.
 PE2209'
 PE2209'STATION RECOVERED AS DESCRIBED.  THE CALL LETTERS OF THIS STATION
 PE2209'ARE NOW WZON.
 PE2209
 PE2209                          STATION RECOVERY (1989)
 PE2209
 PE2209'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELG)
 PE2209'RECOVERED IN GOOD CONDITION.
 PE2209
 PE2209                          STATION RECOVERY (2005)
 PE2209
 PE2209'RECOVERY NOTE BY US POWER SQUADRON 2005 (BRE)
 PE2209'AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0532 ***********************************************************************
 PE0532  DESIGNATION -  BANGOR RM 1
 PE0532  PID         -  PE0532
 PE0532  STATE/COUNTY-  ME/PENOBSCOT
 PE0532  USGS QUAD   -  BANGOR (1991)
 PE0532
 PE0532                         *CURRENT SURVEY CONTROL
 PE0532  ___________________________________________________________________
 PE0532* NAD 83(1986)-  44 49 33.     (N)    068 46 07.     (W)     SCALED    
 PE0532* NAVD 88     -        73.648  (meters)     241.63   (feet)  ADJUSTED  
 PE0532  ___________________________________________________________________
 PE0532  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 PE0532  DYNAMIC HT  -          73.646 (meters)     241.62  (feet)  COMP
 PE0532  MODELED GRAV-     980,585.7   (mgal)                       NAVD 88
 PE0532
 PE0532  VERT ORDER  -  SECOND    CLASS 0
 PE0532
 PE0532.The horizontal coordinates were scaled from a topographic map and have
 PE0532.an estimated accuracy of +/- 6 seconds.
 PE0532
 PE0532.The orthometric height was determined by differential leveling
 PE0532.and adjusted by the National Geodetic Survey in June 1991..
 PE0532
 PE0532.The geoid height was determined by GEOID03.
 PE0532
 PE0532.The dynamic height is computed by dividing the NAVD 88
 PE0532.geopotential number by the normal gravity value computed on the
 PE0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0532.degrees latitude (g = 980.6199 gals.).
 PE0532
 PE0532.The modeled gravity was interpolated from observed gravity values.
 PE0532
 PE0532;                    North         East    Units  Estimated Accuracy
 PE0532;SPC ME E     -   128,830.      278,760.      MT  (+/- 180 meters Scaled)
 PE0532
 PE0532                          SUPERSEDED SURVEY CONTROL
 PE0532
 PE0532  NGVD 29 (??/??/92)   73.854  (m)          242.30   (f) ADJ UNCH    2 0
 PE0532
 PE0532.Superseded values are not recommended for survey control.
 PE0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0532.See file dsdata.txt to determine how the superseded data were derived.
 PE0532
 PE0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK182636(NAD 83)
 PE0532_MARKER: DR = REFERENCE MARK DISK
 PE0532_SETTING: 66 = SET IN ROCK OUTCROP
 PE0532_SP_SET: ROCK OUTCROP
 PE0532_STAMPING: BANGOR NO 1 1958
 PE0532_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0532+STABILITY: POSITION/ELEVATION WELL
 PE0532
 PE0532  HISTORY     - Date     Condition        Report By
 PE0532  HISTORY     - 1958     MONUMENTED       CGS
 PE0532  HISTORY     - 1984     GOOD             USPSQD
 PE0532  HISTORY     - 1988     GOOD             USPSQD
 PE0532  HISTORY     - 1989     GOOD             USPSQD
 PE0532
 PE0532                          STATION DESCRIPTION
 PE0532
 PE0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0532'1.7 MI N FROM BANGOR.
 PE0532'0.6 MILES NORTHWEST ALONG STATE HIGHWAY 15 FROM ITS JUNCTION
 PE0532'WITH U.S. HIGHWAY 2 AT BANGOR, THENCE 0.1 MILES EAST ALONG
 PE0532'STILLWATER AVENUE, THENCE 0.9 MILES NORTH ALONG ESSEX STREET,
 PE0532'THENCE 0.1 MILES EAST ALONG A GRAVEL ROAD TO THE CITY WATER
 PE0532'TANK, SET IN THE TOP OF A ROCK OUTCROP, 50 FEET SOUTH OF THE
 PE0532'SOUTH EDGE OF THE WATER TANK, 39 1/2 FEET WEST-SOUTHWEST OF A
 PE0532'LIGHT POLE, 24 FEET SOUTH OF THE CENTER LINE OF THE GRAVEL
 PE0532'ROAD, 45.2 FEET EAST-NORTHEAST OF TRIANGULATION STATION BANGOR,
 PE0532'ABOUT LEVEL WITH THE ROAD.
 PE0532
 PE0532                          STATION RECOVERY (1984)
 PE0532
 PE0532'RECOVERY NOTE BY US POWER SQUADRON 1984
 PE0532'RECOVERED IN GOOD CONDITION.
 PE0532
 PE0532                          STATION RECOVERY (1988)
 PE0532
 PE0532'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE0532'RECOVERED IN GOOD CONDITION.
 PE0532
 PE0532                          STATION RECOVERY (1989)
 PE0532
 PE0532'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELG)
 PE0532'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0531 ***********************************************************************
 PE0531  DESIGNATION -  BANGOR RM 2
 PE0531  PID         -  PE0531
 PE0531  STATE/COUNTY-  ME/PENOBSCOT
 PE0531  USGS QUAD   -  BANGOR (1991)
 PE0531
 PE0531                         *CURRENT SURVEY CONTROL
 PE0531  ___________________________________________________________________
 PE0531* NAD 83(1986)-  44 49 33.     (N)    068 46 07.     (W)     SCALED    
 PE0531* NAVD 88     -        73.096  (meters)     239.82   (feet)  ADJUSTED  
 PE0531  ___________________________________________________________________
 PE0531  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 PE0531  DYNAMIC HT  -          73.094 (meters)     239.81  (feet)  COMP
 PE0531  MODELED GRAV-     980,585.7   (mgal)                       NAVD 88
 PE0531
 PE0531  VERT ORDER  -  SECOND    CLASS 0
 PE0531
 PE0531.The horizontal coordinates were scaled from a topographic map and have
 PE0531.an estimated accuracy of +/- 6 seconds.
 PE0531
 PE0531.The orthometric height was determined by differential leveling
 PE0531.and adjusted by the National Geodetic Survey in June 1991..
 PE0531
 PE0531.The geoid height was determined by GEOID03.
 PE0531
 PE0531.The dynamic height is computed by dividing the NAVD 88
 PE0531.geopotential number by the normal gravity value computed on the
 PE0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0531.degrees latitude (g = 980.6199 gals.).
 PE0531
 PE0531.The modeled gravity was interpolated from observed gravity values.
 PE0531
 PE0531;                    North         East    Units  Estimated Accuracy
 PE0531;SPC ME E     -   128,830.      278,760.      MT  (+/- 180 meters Scaled)
 PE0531
 PE0531                          SUPERSEDED SURVEY CONTROL
 PE0531
 PE0531  NGVD 29 (??/??/92)   73.302  (m)          240.49   (f) ADJ UNCH    2 0
 PE0531
 PE0531.Superseded values are not recommended for survey control.
 PE0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0531.See file dsdata.txt to determine how the superseded data were derived.
 PE0531
 PE0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK182636(NAD 83)
 PE0531_MARKER: DR = REFERENCE MARK DISK
 PE0531_SETTING: 66 = SET IN ROCK OUTCROP
 PE0531_SP_SET: ROCK OUTCROP
 PE0531_STAMPING: BANGOR NO 2 1958
 PE0531_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0531+STABILITY: POSITION/ELEVATION WELL
 PE0531
 PE0531  HISTORY     - Date     Condition        Report By
 PE0531  HISTORY     - 1958     MONUMENTED       CGS
 PE0531  HISTORY     - 1984     GOOD             USPSQD
 PE0531  HISTORY     - 1988     GOOD             USPSQD
 PE0531  HISTORY     - 1989     GOOD             USPSQD
 PE0531
 PE0531                          STATION DESCRIPTION
 PE0531
 PE0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0531'1.7 MI N FROM BANGOR.
 PE0531'0.6 MILES NORTHWEST ALONG STATE HIGHWAY 15 FROM ITS JUNCTION
 PE0531'WITH U.S. HIGHWAY 2 AT BANGOR, THENCE 0.1 MILES EAST ALONG
 PE0531'STILLWATER AVENUE, THENCE 0.9 MILES NORTH ALONG ESSEX STREET,
 PE0531'THENCE 0.1 MILES EAST ALONG GRAVEL ROAD TO THE CITY WATER TANK,
 PE0531'SET IN THE TOP OF A ROCK OUTCROP, 97 FEET SOUTHWEST OF A LIGHT
 PE0531'POLE, 107 FEET SOUTH OF THE SOUTH EDGE OF THE WATER TANK, 85
 PE0531'FEET SOUTH OF THE CENTER LINE OF THE GRAVEL ROAD, 34.4 FEET
 PE0531'SOUTHEAST OF TRIANGULATION STATION BANGOR, ABOUT 1 FOOT BELOW
 PE0531'THE LEVEL OF THE ROAD.
 PE0531
 PE0531                          STATION RECOVERY (1984)
 PE0531
 PE0531'RECOVERY NOTE BY US POWER SQUADRON 1984
 PE0531'RECOVERED IN GOOD CONDITION.
 PE0531
 PE0531                          STATION RECOVERY (1988)
 PE0531
 PE0531'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE0531'RECOVERED IN GOOD CONDITION.
 PE0531
 PE0531                          STATION RECOVERY (1989)
 PE0531
 PE0531'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELG)
 PE0531'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2200 ***********************************************************************
 PE2200  DESIGNATION -  BANGOR ST MARYS CATH CH SPIRE
 PE2200  PID         -  PE2200
 PE2200  STATE/COUNTY-  ME/PENOBSCOT
 PE2200  USGS QUAD   -  BANGOR (1991)
 PE2200
 PE2200                         *CURRENT SURVEY CONTROL
 PE2200  ___________________________________________________________________
 PE2200* NAD 83(1996)-  44 48 14.45274(N)    068 45 40.23913(W)     ADJUSTED  
 PE2200* NAVD 88     -                                                        
 PE2200  ___________________________________________________________________
 PE2200  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 PE2200  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 PE2200
 PE2200  HORZ ORDER  -  THIRD
 PE2200
 PE2200.The horizontal coordinates were established by classical geodetic methods
 PE2200.and adjusted by the National Geodetic Survey in March 1998..
 PE2200
 PE2200
 PE2200.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2200
 PE2200.The geoid height was determined by GEOID03.
 PE2200
 PE2200;                    North         East     Units Scale Factor Converg.
 PE2200;SPC ME E     -   126,399.059   279,338.961   MT  0.99990525   -0 11 02.6
 PE2200;UTM  19      - 4,961,207.025   518,886.922   MT  0.99960439   +0 10 05.9
 PE2200
 PE2200                          SUPERSEDED SURVEY CONTROL
 PE2200
 PE2200  NAD 83(1992)-  44 48 14.45173(N)    068 45 40.23730(W) AD(       ) 4
 PE2200  NAD 83(1986)-  44 48 14.45069(N)    068 45 40.23762(W) AD(       ) 4
 PE2200  NAD 27      -  44 48 14.19400(N)    068 45 42.10500(W) AD(       ) 3
 PE2200
 PE2200.Superseded values are not recommended for survey control.
 PE2200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2200.See file dsdata.txt to determine how the superseded data were derived.
 PE2200
 PE2200_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1888761207(NAD 83)
 PE2200_MARKER: 90 = CHURCH SPIRE
 PE2200
 PE2200  HISTORY     - Date     Condition        Report By
 PE2200  HISTORY     - 1958     FIRST OBSERVED   CGS
 PE2200  HISTORY     - 1974     GOOD             NGS
 PE2200  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 PE2200
 PE2200                          STATION DESCRIPTION
 PE2200
 PE2200'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 PE2200'STATION IS LOCATED IN DOWNTOWN BANGOR.
 PE2200'
 PE2200'POINT INTERSECTED WAS THE BASE OF CROSS ON TOP.
 PE2200'
 PE2200'TO REACH FROM THE BANGOR HOUSE IN DOWNTOWN BANGOR AT THE
 PE2200'INTERSECTION OF MAIN AND UNION STREETS, GO SOUTHEAST ON MAIN
 PE2200'STREET 0.1 MILE TO CEDAR STREET RIGHT, TURN RIGHT AND GO 0.05
 PE2200'MILE TO ST. MARYS CATHOLIC CHURCH ON LEFT.
 PE2200'
 PE2200'APPROXIMATE HEIGHT OF CHURCH STEEPLE IS 140 FEET.
 PE2200
 PE2200                          STATION RECOVERY (1974)
 PE2200
 PE2200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JVT)
 PE2200'RECOVERED AS DESCRIBED.
 PE2200'
 PE2200'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PE2200'IN DOWNTOWN BANGOR.
 PE2200
 PE2200                          STATION RECOVERY (1984)
 PE2200
 PE2200'RECOVERY NOTE BY US POWER SQUADRON 1984 (ELG)
 PE2200'STATION FOUND DESTROYED.
 PE2200'
 PE2200'THE CHURCH BURNED TO THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2230 ***********************************************************************
 PE2230  DESIGNATION -  BANGOR TANK FLAGPOLE
 PE2230  PID         -  PE2230
 PE2230  STATE/COUNTY-  ME/PENOBSCOT
 PE2230  USGS QUAD   -  BANGOR (1991)
 PE2230
 PE2230                         *CURRENT SURVEY CONTROL
 PE2230  ___________________________________________________________________
 PE2230* NAD 83(1996)-  44 48 26.76659(N)    068 46 58.37432(W)     ADJUSTED  
 PE2230* NAVD 88     -                                                        
 PE2230  ___________________________________________________________________
 PE2230  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 PE2230  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 PE2230
 PE2230  HORZ ORDER  -  THIRD
 PE2230
 PE2230.The horizontal coordinates were established by classical geodetic methods
 PE2230.and adjusted by the National Geodetic Survey in March 1998..
 PE2230
 PE2230
 PE2230.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2230
 PE2230.The geoid height was determined by GEOID03.
 PE2230
 PE2230;                    North         East     Units Scale Factor Converg.
 PE2230;SPC ME E     -   126,784.880   277,623.322   MT  0.99990616   -0 11 57.7
 PE2230;UTM  19      - 4,961,582.175   517,169.461   MT  0.99960362   +0 09 10.8
 PE2230
 PE2230                          SUPERSEDED SURVEY CONTROL
 PE2230
 PE2230  NAD 83(1992)-  44 48 26.76544(N)    068 46 58.37185(W) AD(       ) 4
 PE2230  NAD 83(1986)-  44 48 26.76448(N)    068 46 58.37244(W) AD(       ) 4
 PE2230  NAD 27      -  44 48 26.50800(N)    068 47 00.23600(W) AD(       ) 3
 PE2230
 PE2230.Superseded values are not recommended for survey control.
 PE2230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2230.See file dsdata.txt to determine how the superseded data were derived.
 PE2230
 PE2230_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1716961582(NAD 83)
 PE2230_MARKER: 51 = TANK
 PE2230
 PE2230  HISTORY     - Date     Condition        Report By
 PE2230  HISTORY     - 1934     FIRST OBSERVED   CGS
 PE2230  HISTORY     - 1947     GOOD             CGS
 PE2230  HISTORY     - 1956     GOOD             CGS
 PE2230  HISTORY     - 1957     GOOD             CGS
 PE2230  HISTORY     - 1958     GOOD             CGS
 PE2230  HISTORY     - 1982     GOOD             NGS
 PE2230  HISTORY     - 1984     GOOD             USPSQD
 PE2230
 PE2230                          STATION DESCRIPTION
 PE2230
 PE2230'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2230'THE STEEL FLAGPOLE IS ATOP THE CITY WATER TANK AND OBSERVATORY ON
 PE2230'THOMAS HILL IN THE CITY OF BANGOR.  THE FLAGPOLE IS ABOUT 6 INCHES
 PE2230'IN DIAMETER AT ITS BASE AND LOCATED ON CENTER OF THE TANK.  IT
 PE2230'IS SET IN A STEEL COLLAR WHICH IS RIGIDLY ATTACHED TO THE STEEL
 PE2230'FRAMEWORK SUPPORTING THE ROOF OF THE TANK.
 PE2230
 PE2230                          STATION RECOVERY (1947)
 PE2230
 PE2230'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (MBC)
 PE2230'DESCRIPTION ADEQUATE.  METAL POLE STILL STANDING.
 PE2230
 PE2230                          STATION RECOVERY (1956)
 PE2230
 PE2230'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (VES)
 PE2230'THE STATION WAS RECOVERED IN GOOD CONDITION AS
 PE2230'DESCRIBED.  MR. JOHNSTON OF THE BANGOR WATER WORKS DEPARTMENT STATES
 PE2230'THAT THE TANK IS ESSENTIALLY THE SAME AS IN 1934.
 PE2230
 PE2230                          STATION RECOVERY (1957)
 PE2230
 PE2230'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 PE2230'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE 1934
 PE2230'DESCRIPTION BY K.G.C IS ADEQUATE.
 PE2230
 PE2230                          STATION RECOVERY (1958)
 PE2230
 PE2230'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCE)
 PE2230'STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 PE2230
 PE2230                          STATION RECOVERY (1982)
 PE2230
 PE2230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (DAH)
 PE2230'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 PE2230'
 PE2230'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN BANGOR.
 PE2230
 PE2230                          STATION RECOVERY (1984)
 PE2230
 PE2230'RECOVERY NOTE BY US POWER SQUADRON 1984 (ELG)
 PE2230'STATION FOUND GOOD.
 PE2230'
 PE2230'STATION WAS RECOVERED IN GOOD CONDITION.  THE 1934 DESCRIPTION OF
 PE2230'K. G. C. IS GOOD AND SUFFICIENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2204 ***********************************************************************
 PE2204  DESIGNATION -  BANGOR UNITARIAN CHURCH SPIRE
 PE2204  PID         -  PE2204
 PE2204  STATE/COUNTY-  ME/PENOBSCOT
 PE2204  USGS QUAD   -  BANGOR (1991)
 PE2204
 PE2204                         *CURRENT SURVEY CONTROL
 PE2204  ___________________________________________________________________
 PE2204* NAD 83(1996)-  44 47 55.71649(N)    068 46 23.81566(W)     ADJUSTED  
 PE2204* NAVD 88     -                                                        
 PE2204  ___________________________________________________________________
 PE2204  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 PE2204  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 PE2204
 PE2204  HORZ ORDER  -  THIRD
 PE2204
 PE2204.The horizontal coordinates were established by classical geodetic methods
 PE2204.and adjusted by the National Geodetic Survey in March 1998..
 PE2204
 PE2204
 PE2204.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2204
 PE2204.The geoid height was determined by GEOID03.
 PE2204
 PE2204;                    North         East     Units Scale Factor Converg.
 PE2204;SPC ME E     -   125,823.897   278,379.456   MT  0.99990575   -0 11 33.2
 PE2204;UTM  19      - 4,960,626.149   517,931.260   MT  0.99960395   +0 09 35.1
 PE2204
 PE2204                          SUPERSEDED SURVEY CONTROL
 PE2204
 PE2204  NAD 83(1992)-  44 47 55.71485(N)    068 46 23.81311(W) AD(       ) 4
 PE2204  NAD 83(1986)-  44 47 55.71377(N)    068 46 23.81371(W) AD(       ) 4
 PE2204  NAD 27      -  44 47 55.48000(N)    068 46 25.70000(W) AD(       ) 3
 PE2204
 PE2204.Superseded values are not recommended for survey control.
 PE2204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2204.See file dsdata.txt to determine how the superseded data were derived.
 PE2204
 PE2204_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1793160626(NAD 83)
 PE2204
 PE2204  HISTORY     - Date     Condition        Report By
 PE2204  HISTORY     - UNK      MONUMENTED
 PE2204  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2204  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE2204  HISTORY     - 1957     SEE DESCRIPTION  CGS
 PE2204  HISTORY     - 1984     GOOD             USPSQD
 PE2204  HISTORY     - 1989     GOOD             USPSQD
 PE2204
 PE2204                          STATION DESCRIPTION
 PE2204
 PE2204'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2204'THE CHURCH IS STILL IN EXISTENCE.  IT IS OPPOSITE THE BANGOR
 PE2204'HOUSE, DARK GREY IN COLOR WITH A TALL SLENDER SPIRE.  NO CHECK
 PE2204'OBSERVATIONS WERE TAKEN ON IT.
 PE2204
 PE2204                          STATION RECOVERY (1944)
 PE2204
 PE2204'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE2204'STATION RECOVERED IN GOOD CONDITION.  AS FAR AS COULD BE LEARNED
 PE2204'IT IS THE SAME SPIRE THAT WAS THERE IN 1864.  CHURCH IS LOCATED
 PE2204'ON THE SW SIDE OF UNION STREET BETWEEN FIRST AND MAIN STREETS,
 PE2204'AND IS THE ONLY BUILDING ON YUNION STREET SIDE OF THAT BLOCK.  THE
 PE2204'BANGOR HOUSE IS ACROSS MAIN STREET FROM IT.  SPIRE IS PAINTED
 PE2204'GREEN AND HAS CLOCK FACES ON FOUR SIDES OF ITS BASE.
 PE2204
 PE2204                          STATION RECOVERY (1957)
 PE2204
 PE2204'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 PE2204'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE 1944 DESCRIPTION
 PE2204'BY F.L.P. IS ADEQUATE.
 PE2204
 PE2204                          STATION RECOVERY (1984)
 PE2204
 PE2204'RECOVERY NOTE BY US POWER SQUADRON 1984 (ELG)
 PE2204'STATION FOUND GOOD.
 PE2204'
 PE2204'THE STATION WAS RECOVERED IN GOOD CONDITION.
 PE2204'
 PE2204'THE 1944 DESCRIPTION OF F.L.P. IS GOOD AND SUFFICIENT.
 PE2204
 PE2204                          STATION RECOVERY (1989)
 PE2204
 PE2204'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELG)
 PE2204'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1032 ***********************************************************************
 PF1032  DESIGNATION -  BANNOCK
 PF1032  PID         -  PF1032
 PF1032  STATE/COUNTY-  ME/FRANKLIN
 PF1032  USGS QUAD   -  NEW SHARON (1968)
 PF1032
 PF1032                         *CURRENT SURVEY CONTROL
 PF1032  ___________________________________________________________________
 PF1032* NAD 83(1996)-  44 44 02.27824(N)    070 02 22.08282(W)     ADJUSTED  
 PF1032* NAVD 88     -       390.     (meters)    1280.     (feet)  SCALED    
 PF1032  ___________________________________________________________________
 PF1032  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 PF1032  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 PF1032
 PF1032  HORZ ORDER  -  THIRD
 PF1032
 PF1032.The horizontal coordinates were established by classical geodetic methods
 PF1032.and adjusted by the National Geodetic Survey in March 1998..
 PF1032
 PF1032.The orthometric height was scaled from a topographic map.
 PF1032
 PF1032.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1032
 PF1032.The geoid height was determined by GEOID03.
 PF1032
 PF1032;                    North         East     Units Scale Factor Converg.
 PF1032;SPC ME W     -   211,176.392   910,075.222   MT  0.99996791   +0 05 22.3
 PF1032;UTM  19      - 4,953,923.595   417,695.788   MT  0.99968330   -0 43 53.9
 PF1032
 PF1032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1032!SPC ME W     -   0.99994296  x   0.99996791  =   0.99991087
 PF1032!UTM  19      -   0.99994296  x   0.99968330  =   0.99962628
 PF1032
 PF1032:                Primary Azimuth Mark                     Grid Az
 PF1032:SPC ME W     -  MT BLUE                                  268 26 57.2
 PF1032:UTM  19      -  MT BLUE                                  269 16 13.4
 PF1032
 PF1032|---------------------------------------------------------------------|
 PF1032| PID    Reference Object                     Distance      Geod. Az  |
 PF1032|                                                           dddmmss.s |
 PF1032| PF1037 MT BLUE                             APPROX.24.0 KM 2683219.5 |
 PF1032|---------------------------------------------------------------------|
 PF1032
 PF1032                          SUPERSEDED SURVEY CONTROL
 PF1032
 PF1032  NAD 83(1992)-  44 44 02.27792(N)    070 02 22.07926(W) AD(       ) 3
 PF1032  NAD 83(1986)-  44 44 02.28281(N)    070 02 22.08453(W) AD(       ) 3
 PF1032  NAD 27      -  44 44 02.06843(N)    070 02 23.88847(W) AD(       ) 3
 PF1032
 PF1032.Superseded values are not recommended for survey control.
 PF1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1032.See file dsdata.txt to determine how the superseded data were derived.
 PF1032
 PF1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK1769653924(NAD 83)
 PF1032_MARKER: DD = SURVEY DISK
 PF1032_SETTING: 66 = SET IN ROCK OUTCROP
 PF1032_SP_SET: SET IN ROCK OUTCROP
 PF1032_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PF1032+STABILITY: POSITION/ELEVATION WELL
 PF1032
 PF1032  HISTORY     - Date     Condition        Report By
 PF1032  HISTORY     - 1902     MONUMENTED       USGS
 PF1032  HISTORY     - 1965     POOR             USGS
 PF1032
 PF1032                          STATION DESCRIPTION
 PF1032
 PF1032'DESCRIBED BY US GEOLOGICAL SURVEY 1902
 PF1032'INDUSTRY, IN TOWN OF, ON WELL-KNOWN HILL OF SAME NAME, ABOUT 20 FT
 PF1032'S. OF HIGHEST POINT OF ROCK AND ABOUT 3 FT LOWER.
 PF1032'
 PF1032'STATION MARK, CEMENTED IN SOLID ROCK, STANDARD TRIANGULATION STATION
 PF1032'DISK STAMPED---BANNOCK 1902---.
 PF1032
 PF1032                          STATION RECOVERY (1965)
 PF1032
 PF1032'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 PF1032'DISK BROKEN OFF, SHAFT REMAINS IN DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1031 ***********************************************************************
 PF1031  DESIGNATION -  BANNOCK 1866
 PF1031  PID         -  PF1031
 PF1031  STATE/COUNTY-  ME/FRANKLIN
 PF1031  USGS QUAD   -  NEW SHARON (1968)
 PF1031
 PF1031                         *CURRENT SURVEY CONTROL
 PF1031  ___________________________________________________________________
 PF1031* NAD 83(1996)-  44 44 01.28557(N)    070 02 21.99884(W)     ADJUSTED  
 PF1031* NAVD 88     -       375.     (meters)    1230.     (feet)  SCALED    
 PF1031  ___________________________________________________________________
 PF1031  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 PF1031  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 PF1031
 PF1031  HORZ ORDER  -  FIRST
 PF1031
 PF1031.The horizontal coordinates were established by classical geodetic methods
 PF1031.and adjusted by the National Geodetic Survey in March 1998..
 PF1031
 PF1031.The orthometric height was scaled from a topographic map.
 PF1031
 PF1031.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1031
 PF1031.The geoid height was determined by GEOID03.
 PF1031
 PF1031;                    North         East     Units Scale Factor Converg.
 PF1031;SPC ME W     -   211,145.753   910,077.118   MT  0.99996791   +0 05 22.3
 PF1031;UTM  19      - 4,953,892.941   417,697.244   MT  0.99968330   -0 43 53.8
 PF1031
 PF1031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1031!SPC ME W     -   0.99994531  x   0.99996791  =   0.99991322
 PF1031!UTM  19      -   0.99994531  x   0.99968330  =   0.99962863
 PF1031
 PF1031:                Primary Azimuth Mark                     Grid Az
 PF1031:SPC ME W     -  MT HARRIS RESET                          095 45 05.3
 PF1031:UTM  19      -  MT HARRIS RESET                          096 34 21.4
 PF1031
 PF1031|---------------------------------------------------------------------|
 PF1031| PID    Reference Object                     Distance      Geod. Az  |
 PF1031|                                                           dddmmss.s |
 PF1031| PE2242 MT HARRIS RESET                     APPROX.71.1 KM 0955027.6 |
 PF1031|---------------------------------------------------------------------|
 PF1031
 PF1031                          SUPERSEDED SURVEY CONTROL
 PF1031
 PF1031  NAD 83(1992)-  44 44 01.28567(N)    070 02 21.99573(W) AD(       ) 1
 PF1031  NAD 83(1986)-  44 44 01.29024(N)    070 02 21.99923(W) AD(       ) 1
 PF1031  NAD 27      -  44 44 01.07700(N)    070 02 23.77300(W) AD(       ) 1
 PF1031
 PF1031.Superseded values are not recommended for survey control.
 PF1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1031.See file dsdata.txt to determine how the superseded data were derived.
 PF1031
 PF1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK1769753893(NAD 83)
 PF1031
 PF1031  HISTORY     - Date     Condition        Report By
 PF1031  HISTORY     - 1866     MONUMENTED       COASUR
 PF1031  HISTORY     - 1907     SEE DESCRIPTION  CGS
 PF1031  HISTORY     - 1935     SEE DESCRIPTION  MEGS
 PF1031
 PF1031                          STATION DESCRIPTION
 PF1031
 PF1031'DESCRIBED BY COAST AND GEODETIC SURVEY 1907
 PF1031'STATION IS ON A HILL KNOWN AS BANNOCK HILL ABOUT 7 MILES NE
 PF1031'OF FARMINGTON, 1-1/2 MILES E OF CLEARWATER POND, AND 2-1/2
 PF1031'MILES NE OF ALLENS MILLS.  THE ROAD FROM FARMINGTON TO ALLENS
 PF1031'MILLS, WEST MILLS, AND ANSON PASSES OVER THE SOUTHERN END OF
 PF1031'THE HILL, AND WITHIN A MILE TO THE SE OF THE STATION.  THE
 PF1031'STATION IS MARKED BY A HOLE DRILLED IN THE ROCK AND MAY STILL
 PF1031'EXIST ALTHOUGH NOT FOUND IN 1907.
 PF1031
 PF1031                          STATION RECOVERY (1935)
 PF1031
 PF1031'RECOVERY NOTE BY MAINE GEODETIC SURVEY 1935
 PF1031'SEARCHED ONE HOUR AND WAS UNABLE TO LOCATE STATION.  ROCK ON
 PF1031'SUMMIT DISINTEGRATED TO A GREAT EXTENT.  LOCATED U.S.G.S.
 PF1031'
 PF1031'TRIANGULATION STATION 22 FEET S OF HIGHEST POINT OF HILL.  STATION
 PF1031'MARK BROKEN ON ONE SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0907 ***********************************************************************
 PD0907  DESIGNATION -  BAPTIST 1886
 PD0907  PID         -  PD0907
 PD0907  STATE/COUNTY-  ME/WASHINGTON
 PD0907  USGS QUAD   -  WEST LUBEC (1975)
 PD0907
 PD0907                         *CURRENT SURVEY CONTROL
 PD0907  ___________________________________________________________________
 PD0907* NAD 83(1996)-  44 49 38.38808(N)    067 02 45.04528(W)     ADJUSTED  
 PD0907* NAVD 88     -        44.     (meters)     144.     (feet)  SCALED    
 PD0907  ___________________________________________________________________
 PD0907  LAPLACE CORR-           3.40  (seconds)                    DEFLEC99
 PD0907  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 PD0907
 PD0907  HORZ ORDER  -  THIRD
 PD0907
 PD0907.The horizontal coordinates were established by classical geodetic methods
 PD0907.and adjusted by the National Geodetic Survey in March 1998..
 PD0907
 PD0907.The orthometric height was scaled from a topographic map.
 PD0907
 PD0907.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0907
 PD0907.The geoid height was determined by GEOID03.
 PD0907
 PD0907;                    North         East     Units Scale Factor Converg.
 PD0907;SPC ME E     -   129,985.406   414,987.889   MT  1.00006254   +1 01 30.9
 PD0907;UTM  19      - 4,965,626.767   654,479.352   MT  0.99989345   +1 22 40.4
 PD0907
 PD0907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0907!SPC ME E     -   0.99999664  x   1.00006254  =   1.00005918
 PD0907!UTM  19      -   0.99999664  x   0.99989345  =   0.99989009
 PD0907
 PD0907:                Primary Azimuth Mark                     Grid Az
 PD0907:SPC ME E     -  CLARK 2 FLAG                             004 15 49.5
 PD0907:UTM  19      -  CLARK 2 FLAG                             003 54 40.0
 PD0907
 PD0907|---------------------------------------------------------------------|
 PD0907| PID    Reference Object                     Distance      Geod. Az  |
 PD0907|                                                           dddmmss.s |
 PD0907| PD0851 CLARK 2 FLAG                        APPROX. 5.6 KM 0051720.4 |
 PD0907| PD0892 DYER 1886                           APPROX. 3.7 KM 2430047.3 |
 PD0907| PD0917 BELLS MOUNTAIN                      APPROX. 9.4 KM 2673549.1 |
 PD0907|---------------------------------------------------------------------|
 PD0907
 PD0907                          SUPERSEDED SURVEY CONTROL
 PD0907
 PD0907  NAD 83(1992)-  44 49 38.37922(N)    067 02 45.04871(W) AD(       ) 3
 PD0907  NAD 83(1986)-  44 49 38.37649(N)    067 02 45.05008(W) AD(       ) 3
 PD0907  NAD 27      -  44 49 38.09100(N)    067 02 47.12600(W) AD(       ) 3
 PD0907
 PD0907.Superseded values are not recommended for survey control.
 PD0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0907.See file dsdata.txt to determine how the superseded data were derived.
 PD0907
 PD0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5447965627(NAD 83)
 PD0907
 PD0907  HISTORY     - Date     Condition        Report By
 PD0907  HISTORY     - 1886     MONUMENTED       CGS
 PD0907  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0907
 PD0907                          STATION DESCRIPTION
 PD0907
 PD0907'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0907'STATION IS ON A HILL ABOUT 4 MILES W OF LUBEC, 1-1/4 MILES E OF
 PD0907'WEST LUBEC POST OFFICE, AND ABOUT 150 METERS N OF THE ROAD BETWEEN
 PD0907'THOSE TOWNS.  IT IS ALSO ABOUT 1/4 MILE E OF THE HEAD OF SOUTH
 PD0907'BAY.  THE STATION IS ON THE W END OF A ROCKY KNOLL, WHICH HAS
 PD0907'STEEP SIDES EXCEPT TO THE S AND E.  THE STATION IS ON THE FARM
 PD0907'OF MR. WILLIAM BOOMER, ON STATE HIGHWAY 189, 3-1/2 MILES W OF
 PD0907'LUBEC, MAINE, AND IS IN DENSE SPRUCE TIMBER ABOUT 30 FEET
 PD0907'HIGH.  THE HILL THE STATION IS ON IS KNOWN AS SPLIT HILL.
 PD0907'
 PD0907'STATION MARK IS A COPPER BOLT SET IN AN OUTCROPPING LEDGE, AND
 PD0907'IS COVERED BY A CAIRN.
 PD0907'
 PD0907'TO REACH THE STATION FROM MR. BOOMERS HOUSE, WALK NW THROUGH THE
 PD0907'FIELD TO THE WOODS LINE, THEN 25 METERS NNW OF THE WOODS LINE
 PD0907'TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1813 ***********************************************************************
 PE1813  DESIGNATION -  BAR HARBOR CHURCH
 PE1813  PID         -  PE1813
 PE1813  STATE/COUNTY-  ME/HANCOCK
 PE1813  USGS QUAD   -  BAR HARBOR (1982)
 PE1813
 PE1813                         *CURRENT SURVEY CONTROL
 PE1813  ___________________________________________________________________
 PE1813* NAD 83(1996)-  44 23 14.27587(N)    068 12 22.37144(W)     ADJUSTED  
 PE1813* NAVD 88     -                                                        
 PE1813  ___________________________________________________________________
 PE1813  LAPLACE CORR-           3.20  (seconds)                    DEFLEC99
 PE1813  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 PE1813
 PE1813  HORZ ORDER  -  THIRD
 PE1813
 PE1813.The horizontal coordinates were established by classical geodetic methods
 PE1813.and adjusted by the National Geodetic Survey in March 1998..
 PE1813
 PE1813
 PE1813.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1813
 PE1813.The geoid height was determined by GEOID03.
 PE1813
 PE1813;                    North         East     Units Scale Factor Converg.
 PE1813;SPC ME E     -    80,105.409   323,407.274   MT  0.99990674   +0 12 19.8
 PE1813;UTM  19      - 4,915,197.107   563,225.664   MT  0.99964916   +0 33 19.0
 PE1813
 PE1813                          SUPERSEDED SURVEY CONTROL
 PE1813
 PE1813  NAD 83(1992)-  44 23 14.27436(N)    068 12 22.38018(W) AD(       ) 4
 PE1813  NAD 83(1986)-  44 23 14.27293(N)    068 12 22.38534(W) AD(       ) 4
 PE1813  NAD 27      -  44 23 14.00000(N)    068 12 24.33000(W) AD(       ) 3
 PE1813
 PE1813.Superseded values are not recommended for survey control.
 PE1813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1813.See file dsdata.txt to determine how the superseded data were derived.
 PE1813
 PE1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK6322615197(NAD 83)
 PE1813
 PE1813  HISTORY     - Date     Condition        Report By
 PE1813  HISTORY     - UNK      MONUMENTED
 PE1813  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE1813  HISTORY     - 1970     SEE DESCRIPTION  NGS
 PE1813
 PE1813                          STATION DESCRIPTION
 PE1813
 PE1813'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1813'THIS STATION IS LOST.
 PE1813
 PE1813                          STATION RECOVERY (1970)
 PE1813
 PE1813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 PE1813'A RECORD BOOK AT THE BAR HARBOR FIRE STATION SHOWS THAT THE OLD
 PE1813'CHURCH BURNED DOWN ON FEB. 1942.  A NEW CHURCH WAS LATER BUILT
 PE1813'ON THE SAME PLOT OF GROUND, AND OBSERVATIONS MADE ON THE STEEPLE
 PE1813'OF THIS NEW CHURCH IN NOVEMBER, 1970 FROM CADILLAC GROUND AND
 PE1813'SCHOODIC RM 3 INDICATE THAT IT IS AT NEARLY THE SAME POSITION
 PE1813'AS THE OLD STEEPLE.  AT CADILLAC GROUND THE NEW OBSERVATION
 PE1813'OF THE ANGLE FROM SCHOODIC MTN. FIRE TOWER 1934 TO THE STEEPLE
 PE1813'IS 13 SECONDS LOWER THAN THE PUBLISHED ANGLE.  AT SCHOODIC RM 3
 PE1813'THE NEW OBSERVATION ON THE ANGLE FROM SCHOODIC MTN. FIRE TOWER
 PE1813'1934 TO THE STEEPLE IS 24 SECONDS LOWER THAN THE PUBLISHED
 PE1813'ANGLE.
 PE1813'
 PE1813'NEW CHURCH STEEPLE IS A SHARP, GREEN SPIRE, ON SOUTH END OF THE
 PE1813'BAR HARBOR CONGREGATIONAL CHURCH, LOCATED IN THE NORTHWEST
 PE1813'ANGLE OF THE INTERSECTION OF KENNEBEC ST. AND MT. DESERT ST. IN
 PE1813'BAR HARBOR.
 PE1813'
 PE1813'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PE1813'IN BAR HARBOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH5044 ***********************************************************************
 AH5044  HT_MOD      -  This is a Height Modernization Survey Station.
 AH5044  CORS        -  This is a GPS Continuously Operating Reference Station.
 AH5044  DESIGNATION -  BAR HARBOR CORS ARP
 AH5044  CORS_ID     -  BARH
 AH5044  PID         -  AH5044
 AH5044  STATE/COUNTY-  ME/HANCOCK
 AH5044  USGS QUAD   -  BAR HARBOR (1982)
 AH5044
 AH5044                         *CURRENT SURVEY CONTROL
 AH5044  ___________________________________________________________________
 AH5044* NAD 83(CORS)-  44 23 42.13778(N)    068 13 18.08017(W)     ADJUSTED  
 AH5044* NAVD 88     -        31.89   (meters)     104.6    (feet)  GPS OBS   
 AH5044  ___________________________________________________________________
 AH5044  EPOCH DATE  -        2002.00
 AH5044  X           -   1,693,645.537 (meters)                     COMP
 AH5044  Y           -  -4,239,069.007 (meters)                     COMP
 AH5044  Z           -   4,439,567.286 (meters)                     COMP
 AH5044  ELLIP HEIGHT-           7.92  (meters)          (03/??/02) GPS OBS
 AH5044  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 AH5044
 AH5044  HORZ ORDER  -  SPECIAL (CORS)
 AH5044  ELLP ORDER  -  SPECIAL (CORS)
 AH5044
 AH5044.ITRF positions are available for this station.
 AH5044.The coordinates were established by GPS observations
 AH5044.and adjusted by the National Geodetic Survey in March 2002..
 AH5044.The coordinates are valid at the epoch date displayed above.
 AH5044.The epoch date for horizontal control is a decimal equivalence
 AH5044.of Year/Month/Day.
 AH5044
 AH5044.The orthometric height was determined by GPS observations and a
 AH5044.high-resolution geoid model using precise GPS observation and
 AH5044.processing techniques.
 AH5044
 AH5044.The PID for the CORS L1 Phase Center is AH5045.
 AH5044
 AH5044.The XYZ, and position/ellipsoidal ht. are equivalent.
 AH5044
 AH5044.The ellipsoidal height was determined by GPS observations
 AH5044.and is referenced to NAD 83.
 AH5044
 AH5044.The geoid height was determined by GEOID03.
 AH5044
 AH5044;                    North         East     Units Scale Factor Converg.
 AH5044;SPC ME E     -    80,961.021   322,171.414   MT  0.99990604   +0 11 40.9
 AH5044
 AH5044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5044!SPC ME E     -   0.99999876  x   0.99990604  =   0.99990480
 AH5044
 AH5044                          SUPERSEDED SURVEY CONTROL
 AH5044
 AH5044  NAD 83(CORS)-  44 23 42.13783(N)    068 13 18.08035(W) AD(1997.00) c
 AH5044  ELLIP H (10/??/98)    7.90   (m)                       GP(1997.00) c c
 AH5044
 AH5044.Superseded values are not recommended for survey control.
 AH5044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5044.See file dsdata.txt to determine how the superseded data were derived.
 AH5044
 AH5044_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK6198516045(NAD 83)
 AH5044_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AH5044
 AH5044                          STATION DESCRIPTION
 AH5044
 AH5044'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AH5044'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AH5044'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AH5044'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AH5044'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AH5044'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH5045 ***********************************************************************
 AH5045  CORS        -  This is a GPS Continuously Operating Reference Station.
 AH5045  DESIGNATION -  BAR HARBOR CORS L1 PHASE CENTER
 AH5045  CORS_ID     -  BARH
 AH5045  PID         -  AH5045
 AH5045  STATE/COUNTY-  ME/HANCOCK
 AH5045  USGS QUAD   -  BAR HARBOR (1982)
 AH5045
 AH5045                         *CURRENT SURVEY CONTROL
 AH5045  ___________________________________________________________________
 AH5045* NAD 83(CORS)-  44 23 42.13782(N)    068 13 18.08014(W)     ADJUSTED  
 AH5045* NAVD 88     -                                                        
 AH5045  ___________________________________________________________________
 AH5045  EPOCH DATE  -        2002.00
 AH5045  X           -   1,693,645.566 (meters)                     COMP
 AH5045  Y           -  -4,239,069.079 (meters)                     COMP
 AH5045  Z           -   4,439,567.364 (meters)                     COMP
 AH5045  ELLIP HEIGHT-           8.03  (meters)          (03/??/02) GPS OBS
 AH5045  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 AH5045
 AH5045  HORZ ORDER  -  SPECIAL (CORS)
 AH5045  ELLP ORDER  -  SPECIAL (CORS)
 AH5045
 AH5045.ITRF positions are available for this station.
 AH5045.The coordinates were established by GPS observations
 AH5045.and adjusted by the National Geodetic Survey in March 2002..
 AH5045.The coordinates are valid at the epoch date displayed above.
 AH5045.The epoch date for horizontal control is a decimal equivalence
 AH5045.of Year/Month/Day.
 AH5045
 AH5045
 AH5045.The PID for the CORS ARP is AH5044.
 AH5045
 AH5045.The XYZ, and position/ellipsoidal ht. are equivalent.
 AH5045
 AH5045.The ellipsoidal height was determined by GPS observations
 AH5045.and is referenced to NAD 83.
 AH5045
 AH5045.The geoid height was determined by GEOID03.
 AH5045
 AH5045;                    North         East     Units Scale Factor Converg.
 AH5045;SPC ME E     -    80,961.022   322,171.415   MT  0.99990604   +0 11 40.9
 AH5045
 AH5045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5045!SPC ME E     -   0.99999874  x   0.99990604  =   0.99990478
 AH5045
 AH5045                          SUPERSEDED SURVEY CONTROL
 AH5045
 AH5045  NAD 83(CORS)-  44 23 42.13787(N)    068 13 18.08033(W) AD(1997.00) c
 AH5045  ELLIP H (10/??/98)    8.01   (m)                       GP(1997.00) c c
 AH5045
 AH5045.Superseded values are not recommended for survey control.
 AH5045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5045.See file dsdata.txt to determine how the superseded data were derived.
 AH5045
 AH5045_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK6198516045(NAD 83)
 AH5045_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AH5045
 AH5045                          STATION DESCRIPTION
 AH5045
 AH5045'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AH5045'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AH5045'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AH5045'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AH5045'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AH5045'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1812 ***********************************************************************
 PE1812  DESIGNATION -  BAR HARBOR EAST RADIO TOWER
 PE1812  PID         -  PE1812
 PE1812  STATE/COUNTY-  ME/HANCOCK
 PE1812  USGS QUAD   -  BAR HARBOR (1982)
 PE1812
 PE1812                         *CURRENT SURVEY CONTROL
 PE1812  ___________________________________________________________________
 PE1812* NAD 83(1996)-  44 23 26.62661(N)    068 12 08.15827(W)     ADJUSTED  
 PE1812* NAVD 88     -                                                        
 PE1812  ___________________________________________________________________
 PE1812  LAPLACE CORR-           3.32  (seconds)                    DEFLEC99
 PE1812  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 PE1812
 PE1812  HORZ ORDER  -  THIRD
 PE1812
 PE1812.The horizontal coordinates were established by classical geodetic methods
 PE1812.and adjusted by the National Geodetic Survey in March 1998..
 PE1812
 PE1812
 PE1812.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1812
 PE1812.The geoid height was determined by GEOID03.
 PE1812
 PE1812;                    North         East     Units Scale Factor Converg.
 PE1812;SPC ME E     -    80,487.732   323,720.452   MT  0.99990692   +0 12 29.8
 PE1812;UTM  19      - 4,915,581.236   563,536.422   MT  0.99964964   +0 33 29.1
 PE1812
 PE1812                          SUPERSEDED SURVEY CONTROL
 PE1812
 PE1812  NAD 83(1992)-  44 23 26.62495(N)    068 12 08.16113(W) AD(       ) 4
 PE1812  NAD 83(1986)-  44 23 26.62421(N)    068 12 08.16600(W) AD(       ) 4
 PE1812  NAD 27      -  44 23 26.36000(N)    068 12 10.12800(W) AD(       ) 3
 PE1812
 PE1812.Superseded values are not recommended for survey control.
 PE1812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1812.See file dsdata.txt to determine how the superseded data were derived.
 PE1812
 PE1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK6353615581(NAD 83)
 PE1812
 PE1812  HISTORY     - Date     Condition        Report By
 PE1812  HISTORY     - 1944     MONUMENTED       CGS
 PE1812  HISTORY     - 1970     SEE DESCRIPTION  NGS
 PE1812
 PE1812                          STATION DESCRIPTION
 PE1812
 PE1812'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1812'STATION IS THE EASTERLY OF THE TWO NAVAL RADIO TOWERS AT BAR
 PE1812'HARBOR.  IT IS LOCATED IN THE NORTHEASTERN PART OF THE CITY ALONG
 PE1812'THE WATERFRONT.
 PE1812'
 PE1812'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK 150 FEET.
 PE1812
 PE1812                          STATION RECOVERY (1970)
 PE1812
 PE1812'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 PE1812'STATION IS DESTROYED, THE TOWER HAS BEEN REMOVED.
 PE1812'
 PE1812'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PE1812'IN BAR HARBOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1814 ***********************************************************************
 PE1814  DESIGNATION -  BAR HARBOR WEST RADIO TOWER
 PE1814  PID         -  PE1814
 PE1814  STATE/COUNTY-  ME/HANCOCK
 PE1814  USGS QUAD   -  BAR HARBOR (1982)
 PE1814
 PE1814                         *CURRENT SURVEY CONTROL
 PE1814  ___________________________________________________________________
 PE1814* NAD 83(1996)-  44 23 25.70852(N)    068 12 11.71445(W)     ADJUSTED  
 PE1814* NAVD 88     -                                                        
 PE1814  ___________________________________________________________________
 PE1814  LAPLACE CORR-           3.31  (seconds)                    DEFLEC99
 PE1814  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 PE1814
 PE1814  HORZ ORDER  -  THIRD
 PE1814
 PE1814.The horizontal coordinates were established by classical geodetic methods
 PE1814.and adjusted by the National Geodetic Survey in March 1998..
 PE1814
 PE1814
 PE1814.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1814
 PE1814.The geoid height was determined by GEOID03.
 PE1814
 PE1814;                    North         East     Units Scale Factor Converg.
 PE1814;SPC ME E     -    80,459.111   323,641.854   MT  0.99990687   +0 12 27.3
 PE1814;UTM  19      - 4,915,552.143   563,458.021   MT  0.99964952   +0 33 26.6
 PE1814
 PE1814                          SUPERSEDED SURVEY CONTROL
 PE1814
 PE1814  NAD 83(1992)-  44 23 25.70682(N)    068 12 11.71730(W) AD(       ) 4
 PE1814  NAD 83(1986)-  44 23 25.70606(N)    068 12 11.72215(W) AD(       ) 4
 PE1814  NAD 27      -  44 23 25.44100(N)    068 12 13.68400(W) AD(       ) 3
 PE1814
 PE1814.Superseded values are not recommended for survey control.
 PE1814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1814.See file dsdata.txt to determine how the superseded data were derived.
 PE1814
 PE1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK6345815552(NAD 83)
 PE1814
 PE1814  HISTORY     - Date     Condition        Report By
 PE1814  HISTORY     - 1944     MONUMENTED       CGS
 PE1814  HISTORY     - 1970     SEE DESCRIPTION  NGS
 PE1814
 PE1814                          STATION DESCRIPTION
 PE1814
 PE1814'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1814'STATION IS THE WESTERLY OF THE TWO NAVAL RADIO TOWERS, AT BAR
 PE1814'HARBOR.  IT IS LOCATED IN THE NORTHWEST PART OF THE CITY ALONG
 PE1814'THE WATERFRONT.
 PE1814'
 PE1814'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK 150 FEET.
 PE1814
 PE1814                          STATION RECOVERY (1970)
 PE1814
 PE1814'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 PE1814'STATION IS DESTROYED.  THE TOWER HAS BEEN REMOVED.
 PE1814'
 PE1814'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PE1814'IN BAR HARBOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1922 ***********************************************************************
 PE1922  DESIGNATION -  BAR ISLAND
 PE1922  PID         -  PE1922
 PE1922  STATE/COUNTY-  ME/HANCOCK
 PE1922  USGS QUAD   -  BARTLETT ISLAND (1981)
 PE1922
 PE1922                         *CURRENT SURVEY CONTROL
 PE1922  ___________________________________________________________________
 PE1922* NAD 83(1996)-  44 15 20.31045(N)    068 27 27.84398(W)     ADJUSTED  
 PE1922* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 PE1922  ___________________________________________________________________
 PE1922  LAPLACE CORR-           5.74  (seconds)                    DEFLEC99
 PE1922  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 PE1922
 PE1922  HORZ ORDER  -  THIRD
 PE1922
 PE1922.The horizontal coordinates were established by classical geodetic methods
 PE1922.and adjusted by the National Geodetic Survey in March 1998..
 PE1922
 PE1922.The orthometric height was scaled from a topographic map.
 PE1922
 PE1922.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1922
 PE1922.The geoid height was determined by GEOID03.
 PE1922
 PE1922;                    North         East     Units Scale Factor Converg.
 PE1922;SPC ME E     -    65,436.225   303,375.033   MT  0.99990014   +0 01 46.2
 PE1922;UTM  19      - 4,900,410.007   543,288.570   MT  0.99962305   +0 22 42.4
 PE1922
 PE1922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1922!SPC ME E     -   1.00000199  x   0.99990014  =   0.99990213
 PE1922!UTM  19      -   1.00000199  x   0.99962305  =   0.99962503
 PE1922
 PE1922:                Primary Azimuth Mark                     Grid Az
 PE1922:SPC ME E     -  SEAL COVE                                046 06 51.2
 PE1922:UTM  19      -  SEAL COVE                                045 45 55.0
 PE1922
 PE1922|---------------------------------------------------------------------|
 PE1922| PID    Reference Object                     Distance      Geod. Az  |
 PE1922|                                                           dddmmss.s |
 PE1922| PE1909 SEAL COVE                           APPROX. 5.2 KM 0460837.4 |
 PE1922| PE1908 LOPAUS CAPT HOUSE CHIMNEY           APPROX. 5.8 KM 0835949.8 |
 PE1922| PE1845 SHIP IS BARN NE GABLE               APPROX. 2.6 KM 1492736.6 |
 PE1922| PE1861 BLUE HILL BAY FLYE IS LH            APPROX. 3.3 KM 2563502.0 |
 PE1922| PE1972 FLYE POINT FLAGSTAFF                APPROX. 6.1 KM 2832121.9 |
 PE1922| PE1912 TINKERS ISLAND S HOUSE E CHIM       APPROX. 1.8 KM 3143924.7 |
 PE1922|---------------------------------------------------------------------|
 PE1922
 PE1922                          SUPERSEDED SURVEY CONTROL
 PE1922
 PE1922  NAD 83(1992)-  44 15 20.31644(N)    068 27 27.83067(W) AD(       ) 3
 PE1922  NAD 83(1986)-  44 15 20.31703(N)    068 27 27.83514(W) AD(       ) 3
 PE1922  NAD 27      -  44 15 20.03000(N)    068 27 29.76000(W) AD(       ) 3
 PE1922
 PE1922.Superseded values are not recommended for survey control.
 PE1922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1922.See file dsdata.txt to determine how the superseded data were derived.
 PE1922
 PE1922_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK4328900410(NAD 83)
 PE1922
 PE1922  HISTORY     - Date     Condition        Report By
 PE1922  HISTORY     - UNK      MONUMENTED
 PE1922  HISTORY     - 1911     SEE DESCRIPTION  CGS
 PE1922  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE1922
 PE1922                          STATION DESCRIPTION
 PE1922
 PE1922'DESCRIBED BY COAST AND GEODETIC SURVEY 1911
 PE1922'THE STATION IS LOST.
 PE1922
 PE1922                          STATION RECOVERY (1934)
 PE1922
 PE1922'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1922'THE STATION WAS REPORTED LOST PREVIOUSLY BUT ANOTHER SEARCH
 PE1922'WAS MADE IN 1934, WITH NO SUCCESS.  THE LAND AROUND THE VICINITY
 PE1922'HAS BEEN UNDER CULTIVATION AND THE MARK IS PROBABLY DESTROYED.  A
 PE1922'NEW STATION, BAR ISLAND 2, WAS ESTABLISHED IN APPROXIMATELY THE
 PE1922'SAME POSITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1920 ***********************************************************************
 PE1920  DESIGNATION -  BAR ISLAND 2
 PE1920  PID         -  PE1920
 PE1920  STATE/COUNTY-  ME/HANCOCK
 PE1920  USGS QUAD   -  BARTLETT ISLAND (1981)
 PE1920
 PE1920                         *CURRENT SURVEY CONTROL
 PE1920  ___________________________________________________________________
 PE1920* NAD 83(1996)-  44 15 21.18278(N)    068 27 26.22828(W)     ADJUSTED  
 PE1920* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 PE1920  ___________________________________________________________________
 PE1920  LAPLACE CORR-           5.75  (seconds)                    DEFLEC99
 PE1920  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 PE1920
 PE1920  HORZ ORDER  -  SECOND
 PE1920
 PE1920.The horizontal coordinates were established by classical geodetic methods
 PE1920.and adjusted by the National Geodetic Survey in March 1998..
 PE1920
 PE1920.The orthometric height was scaled from a topographic map.
 PE1920
 PE1920.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1920
 PE1920.The geoid height was determined by GEOID03.
 PE1920
 PE1920;                    North         East     Units Scale Factor Converg.
 PE1920;SPC ME E     -    65,463.166   303,410.857   MT  0.99990014   +0 01 47.3
 PE1920;UTM  19      - 4,900,437.158   543,324.219   MT  0.99962308   +0 22 43.5
 PE1920
 PE1920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1920!SPC ME E     -   1.00000199  x   0.99990014  =   0.99990213
 PE1920!UTM  19      -   1.00000199  x   0.99962308  =   0.99962506
 PE1920
 PE1920|---------------------------------------------------------------------|
 PE1920| PID    Reference Object                     Distance      Geod. Az  |
 PE1920|                                                           dddmmss.s |
 PE1920| CE7759 BAR ISLAND 2 RM 1                     8.146 METERS 00656     |
 PE1920| CE7760 BAR ISLAND 2 RM 2                    10.708 METERS 10227     |
 PE1920| PE1848 SHIP AND BARGES LEDGE N BEACON      APPROX. 3.8 KM 1474908.9 |
 PE1920| PE1849 SHIP AND BARGE BEACON               APPROX. 3.9 KM 1480417.9 |
 PE1920| PE2001 LONG LEDGE BEACON                   APPROX.11.1 KM 2202426.3 |
 PE1920| PE1861 BLUE HILL BAY FLYE IS LH            APPROX. 3.3 KM 2561638.7 |
 PE1920| PE1916 HOPKINS RESET                       APPROX. 7.8 KM 3420408.4 |
 PE1920|---------------------------------------------------------------------|
 PE1920
 PE1920                          SUPERSEDED SURVEY CONTROL
 PE1920
 PE1920  NAD 83(1992)-  44 15 21.18861(N)    068 27 26.21502(W) AD(       ) 2
 PE1920  NAD 83(1986)-  44 15 21.18917(N)    068 27 26.21944(W) AD(       ) 2
 PE1920  NAD 27      -  44 15 20.90300(N)    068 27 28.14400(W) AD(       ) 2
 PE1920
 PE1920.Superseded values are not recommended for survey control.
 PE1920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1920.See file dsdata.txt to determine how the superseded data were derived.
 PE1920
 PE1920_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK4332400437(NAD 83)
 PE1920_MARKER: DS = TRIANGULATION STATION DISK
 PE1920_SETTING: 80 = SET IN A BOULDER
 PE1920_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 PE1920
 PE1920  HISTORY     - Date     Condition        Report By
 PE1920  HISTORY     - 1934     MONUMENTED       CGS
 PE1920  HISTORY     - 1944     GOOD             CGS
 PE1920
 PE1920                          STATION DESCRIPTION
 PE1920
 PE1920'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1920'THIS STATION IS ON THE E END OF THE RIDGE ON THE S END OF BAR
 PE1920'ISLAND, WHICH LIES IN BLUE HILL BAY ABOUT 8 MILES WSW OF NORTHEAST
 PE1920'HARBOR.  THE STATION IS NOT ON THE HIGHEST POINT, BUT 3 OR 4 FEET
 PE1920'UNDER IT IN ELEVATION AND SOMEWHAT N OF IT.  THE STATION IS ON A
 PE1920'LARGE BOULDER, THE TOP OF WHICH IS ABOVE THE GROUND AND IS
 PE1920'SOMEWHAT TRIANGULAR IN SHAPE, AND ABOUT 2-1/2 FEET ON THE SIDE.
 PE1920'
 PE1920'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 PE1920'CONCRETE IN DEPRESSIONS IN BOULDERS.
 PE1920'
 PE1920'REFERENCE MARK NO. 1 IS N OF THE STATION.  REFERENCE MARK NO. 2
 PE1920'IS E OF THE STATION.  BOTH ARE ON ALMOST WHOLLY BURIED BOULDERS.
 PE1920
 PE1920                          STATION RECOVERY (1944)
 PE1920
 PE1920'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1920'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED BY K.G.C. IN 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0394 ***********************************************************************
 OB0394  DESIGNATION -  BAR ISLAND CHIMNEY ON HOUSE
 OB0394  PID         -  OB0394
 OB0394  STATE/COUNTY-  ME/LINCOLN
 OB0394  USGS QUAD   -  LOUDS ISLAND (1979)
 OB0394
 OB0394                         *CURRENT SURVEY CONTROL
 OB0394  ___________________________________________________________________
 OB0394* NAD 83(1996)-  43 54 23.59457(N)    069 26 25.62396(W)     ADJUSTED  
 OB0394* NAVD 88     -                                                        
 OB0394  ___________________________________________________________________
 OB0394  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 OB0394  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 OB0394
 OB0394  HORZ ORDER  -  THIRD
 OB0394
 OB0394.The horizontal coordinates were established by classical geodetic methods
 OB0394.and adjusted by the National Geodetic Survey in March 1998..
 OB0394
 OB0394
 OB0394.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0394
 OB0394.The geoid height was determined by GEOID03.
 OB0394
 OB0394;                    North         East     Units Scale Factor Converg.
 OB0394;SPC ME W     -   119,487.183   958,336.445   MT  1.00000851   +0 30 13.1
 OB0394;SPC ME E     -    27,080.714   224,459.130   MT  0.99997016   -0 39 08.0
 OB0394;UTM  19      - 4,861,588.365   464,631.835   MT  0.99961539   -0 18 19.6
 OB0394
 OB0394                          SUPERSEDED SURVEY CONTROL
 OB0394
 OB0394  NAD 83(1992)-  43 54 23.59563(N)    069 26 25.61303(W) AD(       ) 4
 OB0394  NAD 83(1986)-  43 54 23.60059(N)    069 26 25.61924(W) AD(       ) 4
 OB0394  NAD 27      -  43 54 23.31300(N)    069 26 27.44500(W) AD(       ) 3
 OB0394
 OB0394.Superseded values are not recommended for survey control.
 OB0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0394.See file dsdata.txt to determine how the superseded data were derived.
 OB0394
 OB0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ6463261588(NAD 83)
 OB0394
 OB0394  HISTORY     - Date     Condition        Report By
 OB0394  HISTORY     - 1934     MONUMENTED       CGS
 OB0394  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OB0394  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OB0394
 OB0394                          STATION DESCRIPTION
 OB0394
 OB0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0394'THIS STATION IS THE CENTER OF THE STONE CHIMNEY ON THE ONLY
 OB0394'HOUSE ON BAR ISLAND WHICH IS SITUATED IN THE MIDDLE OF THE
 OB0394'MUSCONGUS BAY.
 OB0394
 OB0394                          STATION RECOVERY (1943)
 OB0394
 OB0394'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (LPR)
 OB0394'STATION WAS RECOVERED AS DESCRIBED.  THIS STATION IS THE CENTER
 OB0394'OF THE STONE CHIMNEY ON THE ONLY HOUSE ON BAR ISLAND WHICH IS
 OB0394'SITUATED IN THE MIDDLE OF MUSCONGUS BAY AT THE ENTRANCE TO
 OB0394'MUSCONGUS SOUND.  THE HOUSE IS IN POOR SHAPE AND MAY COLLAPSE
 OB0394'SOON.
 OB0394
 OB0394                          STATION RECOVERY (1953)
 OB0394
 OB0394'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (PT)
 OB0394'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE HOUSE IS NOT
 OB0394'OCCUPIED AND IS IN POOR CONDITION.  THE CHIMNEY, HOWEVER, WAS
 OB0394'BUILT VERY STRONG, AND IT IS BELIEVED THAT IT WILL BE INTACT FOR
 OB0394'A NUMBER OF YRS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1786 ***********************************************************************
 OC1786  DESIGNATION -  BAR USE 1909
 OC1786  PID         -  OC1786
 OC1786  STATE/COUNTY-  ME/CUMBERLAND
 OC1786  USGS QUAD   -  PORTLAND EAST (1975)
 OC1786
 OC1786                         *CURRENT SURVEY CONTROL
 OC1786  ___________________________________________________________________
 OC1786* NAD 83(1996)-  43 44 40.82669(N)    070 07 37.37327(W)     ADJUSTED  
 OC1786* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 OC1786  ___________________________________________________________________
 OC1786  LAPLACE CORR-           3.55  (seconds)                    DEFLEC99
 OC1786  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 OC1786
 OC1786  HORZ ORDER  -  THIRD
 OC1786
 OC1786.The horizontal coordinates were established by classical geodetic methods
 OC1786.and adjusted by the National Geodetic Survey in March 1998..
 OC1786
 OC1786.The orthometric height was scaled from a topographic map.
 OC1786
 OC1786.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1786
 OC1786.The geoid height was determined by GEOID03.
 OC1786
 OC1786;                    North         East     Units Scale Factor Converg.
 OC1786;SPC ME W     -   101,245.860   903,191.141   MT  0.99996679   +0 01 38.6
 OC1786;UTM  19      - 4,844,132.165   409,253.054   MT  0.99970129   -0 46 45.6
 OC1786
 OC1786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1786!SPC ME W     -   1.00000333  x   0.99996679  =   0.99997012
 OC1786!UTM  19      -   1.00000333  x   0.99970129  =   0.99970462
 OC1786
 OC1786:                Primary Azimuth Mark                     Grid Az
 OC1786:SPC ME W     -  SUNSET RESET                             205 39 18.6
 OC1786:UTM  19      -  SUNSET RESET                             206 27 42.8
 OC1786
 OC1786|---------------------------------------------------------------------|
 OC1786| PID    Reference Object                     Distance      Geod. Az  |
 OC1786|                                                           dddmmss.s |
 OC1786| OC1675 SUNSET RESET                        APPROX. 2.2 KM 2054057.2 |
 OC1786| OC1683 LOWER BASKET LEDGE SPINDLE USE      APPROX. 2.9 KM 2362142.0 |
 OC1786| OC1681 UPPER BASKET LEDGE SPINDLE USE      APPROX. 2.6 KM 2590002.0 |
 OC1786|---------------------------------------------------------------------|
 OC1786
 OC1786                          SUPERSEDED SURVEY CONTROL
 OC1786
 OC1786  NAD 83(1992)-  43 44 40.82490(N)    070 07 37.37356(W) AD(       ) 3
 OC1786  NAD 83(1986)-  43 44 40.83097(N)    070 07 37.37882(W) AD(       ) 3
 OC1786  NAD 27      -  43 44 40.54200(N)    070 07 39.20900(W) AD(       ) 3
 OC1786
 OC1786.Superseded values are not recommended for survey control.
 OC1786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1786.See file dsdata.txt to determine how the superseded data were derived.
 OC1786
 OC1786_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0925344132(NAD 83)
 OC1786
 OC1786  HISTORY     - Date     Condition        Report By
 OC1786  HISTORY     - 1909     MONUMENTED       CGS
 OC1786  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1786  HISTORY     - 1941     SEE DESCRIPTION  CGS
 OC1786
 OC1786                          STATION DESCRIPTION
 OC1786
 OC1786'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1786'THIS STATION IS PART OF THE U.S.E.D. FIRE CONTROL TRIANGULATION
 OC1786'OF PORTLAND HARBOR AND IS ON A POINT ABOUT MID-WAY OF THE W SIDE
 OC1786'OF GREAT CHEBEAG ISLAND OPPOSITE BOYLE POINT ON COUSINS ISLAND.
 OC1786'
 OC1786'THE STATION WAS MARKED BY A DRILL HOLE IN A WHITE BOULDER ABOUT
 OC1786'A METER ACROSS AND 1/2 METER HIGH, AT THE FOOT OF THE BANK WHICH
 OC1786'SLOPES STEEPLY UP TO AN OPEN FIELD, AND AT THE EDGE OF THE
 OC1786'BEACH.  THIS BOULDER IS ONE OF A SCORE OR MORE OF LOOSE BOULDERS
 OC1786'LOCATED ABOUT 85 METERS SE OF THE ROCK POINT AND 35 METERS NE
 OC1786'OF ANOTHER SMALLER ROCKY POINT WHICH IS AT ABOUT THE MIDDLE
 OC1786'OF THE COVE S OF THE POINT.
 OC1786'
 OC1786'STATION WAS REMARKED BY A STANDARD DISK WEDGED IN A DRILL HOLE
 OC1786'IN OUTCROPPING BEDROCK.
 OC1786'
 OC1786'STATION SHOULD BE USED WITH CAUTION AS THE BOULDER IS SUBJECT
 OC1786'TO ACTION OF SEA.
 OC1786'
 OC1786'NO REFERENCE MARKS WERE ESTABLISHED.
 OC1786'
 OC1786'ESTABLISHED BY THE U.S.E. IN 1909.
 OC1786
 OC1786                          STATION RECOVERY (1941)
 OC1786
 OC1786'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FLP)
 OC1786'RECOVERED AS DESCRIBED IN 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2665 ***********************************************************************
 OC2665  DESIGNATION -  BARB
 OC2665  PID         -  OC2665
 OC2665  STATE/COUNTY-  ME/YORK
 OC2665  USGS QUAD   -  BAR MILLS (1983)
 OC2665
 OC2665                         *CURRENT SURVEY CONTROL
 OC2665  ___________________________________________________________________
 OC2665* NAD 83(1996)-  43 36 04.99615(N)    070 35 12.67417(W)     ADJUSTED  
 OC2665* NAVD 88     -        53.0    (meters)     174.     (feet)  VERTCON   
 OC2665  ___________________________________________________________________
 OC2665  LAPLACE CORR-           3.85  (seconds)                    DEFLEC99
 OC2665  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 OC2665
 OC2665  HORZ ORDER  -  SECOND
 OC2665
 OC2665.The horizontal coordinates were established by classical geodetic methods
 OC2665.and adjusted by the National Geodetic Survey in March 1998..
 OC2665
 OC2665.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2665
 OC2665.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2665
 OC2665.The geoid height was determined by GEOID03.
 OC2665
 OC2665;                    North         East     Units Scale Factor Converg.
 OC2665;SPC ME W     -    85,411.475   866,074.683   MT  0.99998082   -0 17 23.2
 OC2665;UTM  19      - 4,828,824.687   371,925.900   MT  0.99980176   -1 05 40.2
 OC2665
 OC2665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2665!SPC ME W     -   0.99999586  x   0.99998082  =   0.99997668
 OC2665!UTM  19      -   0.99999586  x   0.99980176  =   0.99979762
 OC2665
 OC2665|---------------------------------------------------------------------|
 OC2665| PID    Reference Object                     Distance      Geod. Az  |
 OC2665|                                                           dddmmss.s |
 OC2665| CE7212 BARB RM 1                            11.262 METERS 04223     |
 OC2665| OC2668 BARB AZ MK                          386.278 METERS 28106     |
 OC2665| OC2667 BARB AZ MK A PT                     382.901 METERS 28131     |
 OC2665| OC2666 BARB RM 2                             6.601 METERS 31412     |
 OC2665|---------------------------------------------------------------------|
 OC2665
 OC2665                          SUPERSEDED SURVEY CONTROL
 OC2665
 OC2665  NAD 83(1992)-  43 36 04.99476(N)    070 35 12.67554(W) AD(       ) 2
 OC2665  NAD 83(1986)-  43 36 05.00127(N)    070 35 12.68149(W) AD(       ) 2
 OC2665  NAD 27      -  43 36 04.71134(N)    070 35 14.48765(W) AD(       ) 2
 OC2665  NGVD 29 (07/19/86)   53.2    (m)          175.     (f) VERT ANG       
 OC2665
 OC2665.Superseded values are not recommended for survey control.
 OC2665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2665.See file dsdata.txt to determine how the superseded data were derived.
 OC2665
 OC2665_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ7192628825(NAD 83)
 OC2665_MARKER: DS = TRIANGULATION STATION DISK
 OC2665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC2665_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC2665
 OC2665  HISTORY     - Date     Condition        Report By
 OC2665  HISTORY     - 1976     MONUMENTED       NGS
 OC2665
 OC2665                          STATION DESCRIPTION
 OC2665
 OC2665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2665'THE STATION IS ABOUT 0.5 MILES EAST OF HOLLIS CENTER
 OC2665'AND IS ON HIGHWAY RIGHT-OF-WAY.
 OC2665'
 OC2665'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 AND
 OC2665'U.S. HIGHWAY 202, STATE HIGHWAY 4 AND 4 A THE SOUTH EDGE OF
 OC2665'HOLLIS CENTER, GO EAST ON STATE HIGHWAY 4 A FOR 0.2 MILE TO
 OC2665'THE AZIMUTH MARK ON THE LEFT, CONTINUE EAST OF STATE HIGHWAY
 OC2665'4 A FOR 0.3 MILE TO THE STATION OF THE LEFT, IN THE NORTHWEST
 OC2665'ANGLE OF THE JUNCTION WITH STATE HIGHWAY 117.
 OC2665'
 OC2665'STATION MARKS ARE STANDARD DISKS STAMPED--BARB 1976--
 OC2665'THE SURFACE MARK IS SET IN A 12-INCH CYLINDRICAL CONCRETE
 OC2665'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 3.7 FEET
 OC2665'SOUTH-SOUTHWEST OF A METAL WITNESS POST, 13.4 FEET WEST
 OC2665'OF POWERLINE POLE NUMBER 512 AND 39.0 FEET NORTH-NORTHWEST
 OC2665'OF THE CENTERLINE OF STATE HIGHWAY 4 A.  THE UNDERGROUND
 OC2665'MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 40 INCHES
 OC2665'BELOW THE GROUND.
 OC2665'
 OC2665'REFERENCE MARK 1 IS A STANDARD DISK STAMPED-BARB NO 1 1976-,
 OC2665'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 OC2665'IS FLUSH WITH THE GROUND.  IT IS 4.0 FEET EAST OF A METAL WITNESS
 OC2665'POST, 24.5 FEET NORTH OF THE POLE NUMBER 512, 37.0 FEET WEST
 OC2665'OF THE CENTERLINE OF STATE HIGHWAY 117 AND 44.5 FEET SOUTH
 OC2665'OF POWERLINE POLE NUMBER 76.
 OC2665'
 OC2665'REFERENCE MARK 2 IS A STANDARD DISK STAMPED--BARB NO 2
 OC2665'1976--SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 OC2665'MONUMENT THAT PROJECTS 2-INCHES ABOVE THE GROUND.  IT IS
 OC2665'3.9 FEET SOUTHEAST OF A METAL WITNESS POST, 27.6 FEET
 OC2665'WEST OF POWERLINE POLE NUMBER 512 AND 48.0 FEET
 OC2665'NORTH-NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 4 A.
 OC2665'
 OC2665'AZIMUTH MARK IS A STANDARD DISK STAMPED--BARB AZ
 OC2665'1976--SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OC2665'CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE
 OC2665'OF THE GROUND.  IT IS 3.0 FEET SOUTH-SOUTHEAST
 OC2665'OF A METAL WITNESS POST,  6.6 FEET NORTH-NORTHWEST
 OC2665'OF A GUARD RAIL, 27.6 FEET NORTH-NORTHWEST OF THE
 OC2665'CENTERLINE OF STATE HIGHWAY 4 A AND 42.0 FEET
 OC2665'SOUTHWEST OF A POWERLINE POLE NUMBERED 507.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI8313 ***********************************************************************
 AI8313  FBN         -  This is a Federal Base Network Control Station.
 AI8313  DESIGNATION -  BARH A
 AI8313  PID         -  AI8313
 AI8313  STATE/COUNTY-  ME/HANCOCK
 AI8313  USGS QUAD   -  BAR HARBOR (1982)
 AI8313
 AI8313                         *CURRENT SURVEY CONTROL
 AI8313  ___________________________________________________________________
 AI8313* NAD 83(1996)-  44 23 57.72853(N)    068 13 32.87243(W)     ADJUSTED  
 AI8313* NAVD 88     -         3.860  (meters)      12.66   (feet)  ADJUSTED  
 AI8313  ___________________________________________________________________
 AI8313  X           -   1,693,209.197 (meters)                     COMP
 AI8313  Y           -  -4,238,859.174 (meters)                     COMP
 AI8313  Z           -   4,439,891.499 (meters)                     COMP
 AI8313  LAPLACE CORR-           3.64  (seconds)                    DEFLEC99
 AI8313  ELLIP HEIGHT-         -20.14  (meters)          (04/26/01) GPS OBS
 AI8313  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 AI8313  DYNAMIC HT  -           3.860 (meters)      12.66  (feet)  COMP
 AI8313  MODELED GRAV-     980,574.0   (mgal)                       NAVD 88
 AI8313
 AI8313  HORZ ORDER  -  B
 AI8313  VERT ORDER  -  SECOND    CLASS I
 AI8313  ELLP ORDER  -  FOURTH    CLASS I
 AI8313
 AI8313.This is a reference station for the BAR HARBOR
 AI8313.National Continuously Operating Reference Station (BARH).
 AI8313
 AI8313.The horizontal coordinates were established by GPS observations
 AI8313.and adjusted by the National Geodetic Survey in April 2001..
 AI8313
 AI8313.The orthometric height was determined by differential leveling
 AI8313.and adjusted by the National Geodetic Survey in July 2002..
 AI8313.No vertical observational check was made to the station.
 AI8313
 AI8313.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI8313
 AI8313.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8313
 AI8313.The ellipsoidal height was determined by GPS observations
 AI8313.and is referenced to NAD 83.
 AI8313
 AI8313.The geoid height was determined by GEOID03.
 AI8313
 AI8313.The dynamic height is computed by dividing the NAVD 88
 AI8313.geopotential number by the normal gravity value computed on the
 AI8313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8313.degrees latitude (g = 980.6199 gals.).
 AI8313
 AI8313.The modeled gravity was interpolated from observed gravity values.
 AI8313
 AI8313;                    North         East     Units Scale Factor Converg.
 AI8313;SPC ME E     -    81,441.103   321,842.466   MT  0.99990587   +0 11 30.7
 AI8313;UTM  19      - 4,916,522.880   561,653.137   MT  0.99964675   +0 32 30.1
 AI8313
 AI8313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8313!SPC ME E     -   1.00000316  x   0.99990587  =   0.99990903
 AI8313!UTM  19      -   1.00000316  x   0.99964675  =   0.99964991
 AI8313
 AI8313                          SUPERSEDED SURVEY CONTROL
 AI8313
 AI8313  NAVD 88 (04/26/01)    3.86   (m)           12.7    (f) LEVELING    3  
 AI8313
 AI8313.Superseded values are not recommended for survey control.
 AI8313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8313.See file dsdata.txt to determine how the superseded data were derived.
 AI8313
 AI8313_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK6165316523(NAD 83)
 AI8313_MARKER: DH = HORIZONTAL CONTROL DISK
 AI8313_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI8313_SP_SET: BRIDGE ABUTMENT
 AI8313_STAMPING: BARH A 2000
 AI8313_MARK LOGO: NGS   
 AI8313_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8313_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI8313_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8313+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2000
 AI8313
 AI8313  HISTORY     - Date     Condition        Report By
 AI8313  HISTORY     - 2000     MONUMENTED       NGS
 AI8313  HISTORY     - 20000718 GOOD             NGS
 AI8313  HISTORY     - 20001019 GOOD             NGS
 AI8313
 AI8313                          STATION DESCRIPTION
 AI8313
 AI8313'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 AI8313'THE STATION IS ON THE NORTHEAST SIDE OF BAR HARBOR, AT THE NOVA SCOTIA
 AI8313'INTERNATIONAL FERRY DOCKS, IN TOP OF THE SOUTHEAST END OF THE
 AI8313'SOUTHWEST ABUTMENT OF THE IRON SUPPORT BRIDGE FOR THE LOADING DOCK.
 AI8313'OWNERSHIP--BAY FERRIES LIMITED, 121 EDEN STREET (HIGHWAY 3), BAR
 AI8313'HARBOR ME 04609.  CONTACT MS. ANNETTE M. HIGGINS, TERMINAL MANAGER,
 AI8313'ONE DAY IN ADVANCE BEFORE OCCUPYING THE STATION, PHONE 207-288-5893 OR
 AI8313'288-3395.  TO REACH FROM THE ENTRANCE DRIVE OF THE NOVA SCOTIA
 AI8313'INTERNATIONAL FERRY DOCKS AND STATE HIGHWAY 3, ABOUT 2.41 KM (1.50 MI)
 AI8313'NORTHEAST OF BAR HARBOR, GO NORTHEAST ON THE DRIVE FOR 0.08 KM (0.05
 AI8313'MI) TO THE TOLL BOOTHS AND US CUSTOMS AND IMMIGRATION OFFICE ON THE
 AI8313'RIGHT.  PASS THROUGH THE TOLL BOOTH AND CONTINUE AHEAD FOR 0.08 KM
 AI8313'(0.05 MI) TO THE END OF THE TRAFFIC LANES.  BEAR LEFT, NORTHERLY ON
 AI8313'THE ENTRANCE DRIVE FOR THE FERRY FOR 0.16 KM (0.10 MI) TO THE IRON
 AI8313'SUPPORT BRIDGE AND THE STATION ON THE RIGHT.  THE STATION IS SET IN
 AI8313'THE TOP OF THE SOUTHEAST SIDE OF THE SOUTHWEST CONCRETE ABUTMENT (ON
 AI8313'ROCK OUTCROP) OF THE IRON SUPPORT BRIDGE FOR THE LOADING DOCK OF THE
 AI8313'INTERNATIONAL FERRY.  LOCATED 1.49 M (4.89 FT) SOUTHEAST OF THE
 AI8313'SOUTHEAST EDGE OF THE METAL BUTT-PLATE ATTACHED TO THE ABUTMENT, 1.07
 AI8313'M (3.51 FT) EAST OF THE NORTHEAST END POST OF A CHAIN LINK FENCE AND
 AI8313'0.25 M (0.82 FT) NORTHWEST OF THE NORTHWEST END OF THE ABUTMENT.
 AI8313
 AI8313                          STATION RECOVERY (2000)
 AI8313
 AI8313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 AI8313'0.6 KM (0.35 MI) WESTERLY ALONG COTTAGE STREET FROM THE POST OFFICE IN
 AI8313'BAR HARBOR, THENCE 1.6 KM (1.00 MI) NORTHERLY ALONG STATE HIGHWAY 3,
 AI8313'THENCE 0.08 KM (0.05 MI) EASTERLY ALONG A ROAD LEADING TO A U.S.
 AI8313'CUSTOMS OFFICE AND TOLL BOOTHS AT A FERRY DOCK, IN TOP OF AND 0.2 M
 AI8313'(0.7 FT) NORTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE
 AI8313'ABUTMENT OF A RAMP FOR FERRY LOADING, 5.1 M (16.7 FT) SOUTHEAST OF AND
 AI8313'LEVEL WITH THE ROAD CENTER, AND 1.0 M (3.3 FT) SOUTHEAST OF THE
 AI8313'NORTHEAST END OF A CHAIN-LINK FENCE AND A WITNESS SIGN.  NOTE--THE
 AI8313'MARK IS ON PROPERTY OWNED BY BAY FERRIES LIMITED, 121 EDEN STREET, BAR
 AI8313'HARBOR, ME 04609, TELEPHONE 207-288-5893 OR 288-3395.  CONTACT THE
 AI8313'TERMINAL MANAGER ONE DAY IN ADVANCE.  THIS IS A CORS SITE REFERENCE
 AI8313'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI8314 ***********************************************************************
 AI8314  FBN         -  This is a Federal Base Network Control Station.
 AI8314  DESIGNATION -  BARH B
 AI8314  PID         -  AI8314
 AI8314  STATE/COUNTY-  ME/HANCOCK
 AI8314  USGS QUAD   -  BAR HARBOR (1982)
 AI8314
 AI8314                         *CURRENT SURVEY CONTROL
 AI8314  ___________________________________________________________________
 AI8314* NAD 83(1996)-  44 23 36.03355(N)    068 13 18.80777(W)     ADJUSTED  
 AI8314* NAVD 88     -        28.765  (meters)      94.37   (feet)  ADJUSTED  
 AI8314  ___________________________________________________________________
 AI8314  X           -   1,693,678.659 (meters)                     COMP
 AI8314  Y           -  -4,239,195.312 (meters)                     COMP
 AI8314  Z           -   4,439,430.464 (meters)                     COMP
 AI8314  LAPLACE CORR-           3.46  (seconds)                    DEFLEC99
 AI8314  ELLIP HEIGHT-           4.79  (meters)          (04/26/01) GPS OBS
 AI8314  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 AI8314  DYNAMIC HT  -          28.764 (meters)      94.37  (feet)  COMP
 AI8314  MODELED GRAV-     980,572.5   (mgal)                       NAVD 88
 AI8314
 AI8314  HORZ ORDER  -  B
 AI8314  VERT ORDER  -  SECOND    CLASS I
 AI8314  ELLP ORDER  -  FOURTH    CLASS I
 AI8314
 AI8314.This is a reference station for the BAR HARBOR
 AI8314.National Continuously Operating Reference Station (BARH).
 AI8314
 AI8314.The horizontal coordinates were established by GPS observations
 AI8314.and adjusted by the National Geodetic Survey in April 2001..
 AI8314
 AI8314.The orthometric height was determined by differential leveling
 AI8314.and adjusted by the National Geodetic Survey in July 2002..
 AI8314.No vertical observational check was made to the station.
 AI8314
 AI8314.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI8314
 AI8314.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8314
 AI8314.The ellipsoidal height was determined by GPS observations
 AI8314.and is referenced to NAD 83.
 AI8314
 AI8314.The geoid height was determined by GEOID03.
 AI8314
 AI8314.The dynamic height is computed by dividing the NAVD 88
 AI8314.geopotential number by the normal gravity value computed on the
 AI8314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8314.degrees latitude (g = 980.6199 gals.).
 AI8314
 AI8314.The modeled gravity was interpolated from observed gravity values.
 AI8314
 AI8314;                    North         East     Units Scale Factor Converg.
 AI8314;SPC ME E     -    80,772.568   322,155.953   MT  0.99990603   +0 11 40.4
 AI8314;UTM  19      - 4,915,856.444   561,970.618   MT  0.99964723   +0 32 39.7
 AI8314
 AI8314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8314!SPC ME E     -   0.99999925  x   0.99990603  =   0.99990528
 AI8314!UTM  19      -   0.99999925  x   0.99964723  =   0.99964648
 AI8314
 AI8314                          SUPERSEDED SURVEY CONTROL
 AI8314
 AI8314  NAVD 88 (04/26/01)   28.77   (m)           94.4    (f) LEVELING    3  
 AI8314
 AI8314.Superseded values are not recommended for survey control.
 AI8314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8314.See file dsdata.txt to determine how the superseded data were derived.
 AI8314
 AI8314_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK6197115856(NAD 83)
 AI8314_MARKER: DH = HORIZONTAL CONTROL DISK
 AI8314_SETTING: 66 = SET IN ROCK OUTCROP
 AI8314_STAMPING: BARH B 2000
 AI8314_MARK LOGO: NGS   
 AI8314_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8314_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI8314+STABILITY: POSITION/ELEVATION WELL
 AI8314_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8314+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2000
 AI8314
 AI8314  HISTORY     - Date     Condition        Report By
 AI8314  HISTORY     - 2000     MONUMENTED       NGS
 AI8314  HISTORY     - 20000718 GOOD             NGS
 AI8314  HISTORY     - 20001019 GOOD             NGS
 AI8314
 AI8314                          STATION DESCRIPTION
 AI8314
 AI8314'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 AI8314'THE STATION IS LOCATED IN BAR HARBOR, IN A ROCK LEDGE DIRECTLY ACROSS
 AI8314'FROM THE CLEFSTONE MANOR BED AND BREAKFAST, 92 EADEN STREET (STATE
 AI8314'HIGHWAY 3).  OWNERSHIP--UNKNOWN.  TO REACH THE STATION FROM THE
 AI8314'JUNCTION OF STATE HIGHWAY 3 (EADEN STREET) AND THE ENTRANCE DRIVE FOR
 AI8314'THE NOVA SCOTIA INTERNATIONAL FERRY TOLL BOOTH, ABOUT 2.41 KM (1.50
 AI8314'MI) NORTHEAST OF BAR HARBOR, GO SOUTHEAST ON HIGHWAY 3 FOR 0.64 KM
 AI8314'(0.40 MI) TO THE ENTRANCE DRIVE FOR THE BLUENOSE INN AND THE CLEFSTONE
 AI8314'MANOR BED AND BREAKFAST HOUSE ON THE RIGHT.  TURN RIGHT, SOUTH AND
 AI8314'UPHILL ON THE DRIVE FOR 0.16 KM (0.10 MI) TO THE STATION ON THE RIGHT,
 AI8314'ABOUT 1.07 M (3.51 FT) ABOVE THE DRIVE IN A ROCK LEDGE. THE STATION IS
 AI8314'SET IN A DRILL HOLE IN A ROCK LEDGE ABOUT 22.86 M (75.00 FT) SOUTHWEST
 AI8314'AND ACROSS THE DRIVE FROM THE ENTRANCE OF CLEFSTONE MANOR BED AND
 AI8314'BREAKFAST HOUSE.  LOCATED 28.19 M (92.49 FT) NORTH OF THE NORTHWEST
 AI8314'CORNER OF THE LARGE CONCRETE BASE SUPPORTING A SIGN --OCEAN VIEW
 AI8314'BLUENOSE INN--, 21.49 M (70.51 FT) WEST-SOUTHWEST OF THE SOUTHWEST
 AI8314'CORNER OF THE SOUTH GRANITE COLUMN FOR THE ENTRANCE OF CLEFSTONE MANOR
 AI8314'AND 7.16 M (23.49 FT) WEST OF THE WEST ASPHALT CURB OF THE ENTRANCE
 AI8314'DRIVE.
 AI8314
 AI8314                          STATION RECOVERY (2000)
 AI8314
 AI8314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 AI8314'0.6 KM (0.35 MI) WESTERLY ALONG COTTAGE STREET FROM THE POST OFFICE IN
 AI8314'BAR HARBOR, THENCE 0.9 KM (0.55 MI) NORTHERLY ALONG STATE HIGHWAY 3,
 AI8314'THENCE 0.1 KM (0.05 MI) SOUTHERLY ALONG A DRIVEWAY LEADING TO THE BLUE
 AI8314'NOSE MOTOR INN, NEAR THE CENTER OF A 3 BY 6-FOOT EXPOSED ROCK OUTCROP,
 AI8314'28.2 M (92.5 FT) NORTH OF THE NORTHWEST CORNER OF THE BASE OF A SIGN
 AI8314'(BLUE NOSE MOTOR INN) , 22.9 M (75.1 FT) SOUTHWEST OF THE CENTER OF
 AI8314'THE ENTRANCE TO CLEFT STONE MANOR, 10.3 M (33.8 FT) WEST OF THE
 AI8314'DRIVEWAY CENTER, AND 1.3 M (4.3 FT) ABOVE THE LEVEL OF THE DRIVEWAY.
 AI8314'NOTE--THE MARK IS ON PROPERTY OWNED BY BERNARD COUGH, 6 NORMAN ROAD,
 AI8314'BAR HARBOR, ME 04609. THIS IS A CORS SITE REFERENCE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0762 ***********************************************************************
 QF0762  DESIGNATION -  BARING SCHOOL CUPOLA
 QF0762  PID         -  QF0762
 QF0762  STATE/COUNTY-  ME/WASHINGTON
 QF0762  USGS QUAD   -  CALAIS (1977)
 QF0762
 QF0762                         *CURRENT SURVEY CONTROL
 QF0762  ___________________________________________________________________
 QF0762* NAD 83(1996)-  45 08 03.99861(N)    067 18 55.98339(W)     ADJUSTED  
 QF0762* NAVD 88     -        30.     (meters)      98.     (feet)  SCALED    
 QF0762  ___________________________________________________________________
 QF0762  LAPLACE CORR-           4.99  (seconds)                    DEFLEC99
 QF0762  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 QF0762
 QF0762  HORZ ORDER  -  SECOND
 QF0762
 QF0762.The horizontal coordinates were established by classical geodetic methods
 QF0762.and adjusted by the National Geodetic Survey in March 1998..
 QF0762
 QF0762.The orthometric height was scaled from a topographic map.
 QF0762
 QF0762.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0762
 QF0762.The geoid height was determined by GEOID03.
 QF0762
 QF0762;                    North         East     Units Scale Factor Converg.
 QF0762;SPC ME E     -   163,765.763   393,162.060   MT  1.00000668   +0 50 22.4
 QF0762;UTM  19      - 4,999,265.737   632,449.449   MT  0.99981571   +1 11 38.6
 QF0762
 QF0762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0762!SPC ME E     -   0.99999898  x   1.00000668  =   1.00000566
 QF0762!UTM  19      -   0.99999898  x   0.99981571  =   0.99981469
 QF0762
 QF0762|---------------------------------------------------------------------|
 QF0762| PID    Reference Object                     Distance      Geod. Az  |
 QF0762|                                                           dddmmss.s |
 QF0762| QF0855 POPPELMILL                          199.430 METERS 25215     |
 QF0762| QF0865 ENGLISH IBC                         APPROX. 0.6 KM 2691026.6 |
 QF0762| QF0859 REFERENCE MON 207=GEORGE            418.913 METERS 3234314.5 |
 QF0762| QF0851 PHINNEY                             291.581 METERS 35103     |
 QF0762|---------------------------------------------------------------------|
 QF0762
 QF0762                          SUPERSEDED SURVEY CONTROL
 QF0762
 QF0762  NAD 83(1992)-  45 08 03.99348(N)    067 18 55.98161(W) AD(       ) 2
 QF0762  NAD 83(1986)-  45 08 03.99585(N)    067 18 55.98645(W) AD(       ) 2
 QF0762  NAD 27      -  45 08 03.72400(N)    067 18 58.01900(W) AD(       ) 2
 QF0762
 QF0762.Superseded values are not recommended for survey control.
 QF0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0762.See file dsdata.txt to determine how the superseded data were derived.
 QF0762
 QF0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK3244999266(NAD 83)
 QF0762_MARKER: 82 = FINIAL
 QF0762_SETTING: 0 = UNSPECIFIED SETTING
 QF0762
 QF0762  HISTORY     - Date     Condition        Report By
 QF0762  HISTORY     - 1887     FIRST OBSERVED   NGS
 QF0762  HISTORY     - 1946     SEE DESCRIPTION  CGS
 QF0762
 QF0762                          STATION DESCRIPTION
 QF0762
 QF0762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1887 (CHB)
 QF0762'IN THE TOWN OF BARING, ON CHURCH STREET.
 QF0762'
 QF0762'STATION MARK--THE FINIAL OVER THE CUPOLA OF THE SCHOOLHOUSE.
 QF0762
 QF0762                          STATION RECOVERY (1946)
 QF0762
 QF0762'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (NWS)
 QF0762'STATION LOST IN 1946.  SCHOOLHOUSE BURNED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2759 ***********************************************************************
 OC2759  DESIGNATION -  BARKER
 OC2759  PID         -  OC2759
 OC2759  STATE/COUNTY-  ME/YORK
 OC2759  USGS QUAD   -  CORNISH (1964)
 OC2759
 OC2759                         *CURRENT SURVEY CONTROL
 OC2759  ___________________________________________________________________
 OC2759* NAD 83(1996)-  43 47 47.82713(N)    070 50 25.12230(W)     ADJUSTED  
 OC2759* NAVD 88     -       191.4    (meters)     628.     (feet)  VERTCON   
 OC2759  ___________________________________________________________________
 OC2759  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 OC2759  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 OC2759
 OC2759  HORZ ORDER  -  SECOND
 OC2759
 OC2759.The horizontal coordinates were established by classical geodetic methods
 OC2759.and adjusted by the National Geodetic Survey in March 1998..
 OC2759
 OC2759.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2759.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2759
 OC2759.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2759
 OC2759.The geoid height was determined by GEOID03.
 OC2759
 OC2759;                    North         East     Units Scale Factor Converg.
 OC2759;SPC ME W     -   107,236.927   845,787.021   MT  1.00000280   -0 27 58.5
 OC2759;UTM  19      - 4,850,929.981   351,950.457   MT  0.99986960   -1 16 26.1
 OC2759
 OC2759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2759!SPC ME W     -   0.99997423  x   1.00000280  =   0.99997703
 OC2759!UTM  19      -   0.99997423  x   0.99986960  =   0.99984383
 OC2759
 OC2759:                Primary Azimuth Mark                     Grid Az
 OC2759:SPC ME W     -  CORNISH ATT MICROWAVE                    021 06 56.2
 OC2759:UTM  19      -  CORNISH ATT MICROWAVE                    021 55 23.8
 OC2759
 OC2759|---------------------------------------------------------------------|
 OC2759| PID    Reference Object                     Distance      Geod. Az  |
 OC2759|                                                           dddmmss.s |
 OC2759| OC2757 CORNISH ATT MICROWAVE               APPROX. 4.8 KM 0203857.7 |
 OC2759| CE7213 BARKER RM 1                          17.240 METERS 05907     |
 OC2759| OC2756 FAIR                                APPROX. 1.9 KM 0645418.9 |
 OC2759| CE7214 BARKER RM 2                          18.440 METERS 23944     |
 OC2759| OC2761 JAN                                 APPROX. 3.2 KM 3292443.1 |
 OC2759|---------------------------------------------------------------------|
 OC2759
 OC2759                          SUPERSEDED SURVEY CONTROL
 OC2759
 OC2759  NAD 83(1992)-  43 47 47.82687(N)    070 50 25.12435(W) AD(       ) 2
 OC2759  NAD 83(1986)-  43 47 47.83499(N)    070 50 25.12913(W) AD(       ) 2
 OC2759  NAD 27      -  43 47 47.56902(N)    070 50 26.90346(W) AD(       ) 2
 OC2759  NGVD 29 (07/19/86)  191.6    (m)          629.     (f) VERT ANG       
 OC2759
 OC2759.Superseded values are not recommended for survey control.
 OC2759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2759.See file dsdata.txt to determine how the superseded data were derived.
 OC2759
 OC2759_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ5195050930(NAD 83)
 OC2759_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OC2759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC2759_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC2759_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OC2759+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2004
 OC2759
 OC2759  HISTORY     - Date     Condition        Report By
 OC2759  HISTORY     - 1976     MONUMENTED       NGS
 OC2759  HISTORY     - 20040423 GOOD             GEOCAC
 OC2759
 OC2759                          STATION DESCRIPTION
 OC2759
 OC2759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2759'THE STATION IS LOCATED ALONG ROAD RIGHT-OF-WAY ABOUT 2 MILES
 OC2759'WEST-SOUTHWEST OF CORNISH, 2.5 MILES EAST-SOUTHEAST OF KEZAR
 OC2759'FALLS AND 1 MILE SOUTH OF THE OXFORD/YORK COUNTY LINE.
 OC2759'
 OC2759'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 5 AND
 OC2759'25 AT THE WEST EDGE OF CORNISH, GO WEST ON STATE HIGHWAY 25 FOR
 OC2759'0.2 MILE TO A FORK, BEAR LEFT AND CONTINUE WEST ON STATE
 OC2759'HIGHWAY 25 FOR 0.75 MILE TO TWO SIDE ROADS LEFT.  TURN LEFT
 OC2759'ON WESTERNMOST ROAD AND GO SOUTHWEST UPHILL FOR 0.75 MILE
 OC2759'TO A LARGE FARM ON THE LEFT AND THE STATION ON THE RIGHT
 OC2759'NEAR A POWER POLE.
 OC2759'
 OC2759'THE STATION MARKS ARE STANDARD DISKS STAMPED---BARKER 1976---.
 OC2759'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 OC2759'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.
 OC2759'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR
 OC2759'MASS OF CONCRETE WHICH IS ABOUT 42 INCHES BELOW THE GROUND.
 OC2759'THEY ARE 4.0 FEET SOUTH OF A ROCK WALL, 4.7 FEET EAST OF POWER
 OC2759'POLE NUMBER 19S AND 14.0 FEET NORTH OF THE APPROXIMATE
 OC2759'CENTER OF A PAVED ROAD.
 OC2759'
 OC2759'REFERENCE MARK 1, STAMPED---BARKER NO 1 1976---, IS A STANDARD
 OC2759'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OC2759'THAT IS FLUSH WITH THE GROUND. IT IS 3.3 FEET SOUTH OF THE
 OC2759'ROCK WALL, 14.5 FEET NORTH OF THE APPROXIMATE CENTER OF THE
 OC2759'PAVED ROAD AND IS ABOUT 2 FEET LOWER THAN THE STATION.
 OC2759'
 OC2759'REFERENCE MARK 2, STAMPED---BARKER NO 2 1976---, IS A STANDARD
 OC2759'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OC2759'THAT IS FLUSH WITH THE GROUND. IT IS 3.3 FEET SOUTH OF THE ROCK
 OC2759'WALL, 15.5 FEET NORTH OF THE APPROXIMATE CENTER OF THE PAVED
 OC2759'ROAD AND ABOUT 2 FEET HIGHER THAN THE STATION.
 OC2759'
 OC2759'STATIONS JAN AND FAIR SERVE AS AZIMUTH MARKS.
 OC2759'
 OC2759'DESCRIBED BY G.E. NELSON.
 OC2759
 OC2759                          STATION RECOVERY (2004)
 OC2759
 OC2759'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 OC2759'THIS SERIES OF MARKERS WAS FOUND IN GOOD CONDITION AT THE DESCRIBED
 OC2759'LOCATIONS. HOWEVER, DUE TO ROADSIDE BUILD UP THEY WERE RECOVERED
 OC2759'BURIED.
 OC2759'BARKER IS 4 INCHES DEEP BENEATH LOAM AND SOD. RM NO.1 WAS 2 INCHES
 OC2759'DEEP. RM NO.2 WAS 6 INCHES DEEP. ALL DISCS WERE LEFT EXPOSED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0503 ***********************************************************************
 QH0503  DESIGNATION -  BARKER IBC
 QH0503  PID         -  QH0503
 QH0503  STATE/COUNTY-  ME/OXFORD
 QH0503  USGS QUAD   -  MOOSE BOG (1989)
 QH0503
 QH0503                         *CURRENT SURVEY CONTROL
 QH0503  ___________________________________________________________________
 QH0503* NAD 83(1996)-  45 18 21.30160(N)    071 02 02.09561(W)     ADJUSTED  
 QH0503* NAVD 88     -       853.     (meters)    2799.     (feet)  SCALED    
 QH0503  ___________________________________________________________________
 QH0503  LAPLACE CORR-           4.02  (seconds)                    DEFLEC99
 QH0503  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 QH0503
 QH0503  HORZ ORDER  -  THIRD
 QH0503
 QH0503.The horizontal coordinates were established by classical geodetic methods
 QH0503.and adjusted by the National Geodetic Survey in March 1998..
 QH0503
 QH0503.The orthometric height was scaled from a topographic map.
 QH0503
 QH0503.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0503
 QH0503.The geoid height was determined by GEOID03.
 QH0503
 QH0503;                    North         East     Units Scale Factor Converg.
 QH0503;SPC ME W     -   275,094.471   831,987.320   MT  1.00002352   -0 36 59.5
 QH0503;UTM  19      - 5,018,947.079   340,551.985   MT  0.99991260   -1 26 46.2
 QH0503
 QH0503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0503!SPC ME W     -   0.99987036  x   1.00002352  =   0.99989387
 QH0503!UTM  19      -   0.99987036  x   0.99991260  =   0.99978297
 QH0503
 QH0503:                Primary Azimuth Mark                     Grid Az
 QH0503:SPC ME W     -  MARBLE IBC                               029 00 52.8
 QH0503:UTM  19      -  MARBLE IBC                               029 50 39.5
 QH0503
 QH0503|---------------------------------------------------------------------|
 QH0503| PID    Reference Object                     Distance      Geod. Az  |
 QH0503|                                                           dddmmss.s |
 QH0503| QH0513 MARBLE IBC                          APPROX. 3.4 KM 0282353.3 |
 QH0503| QH0504 BARKER ECC IBC                      104.716 METERS 03352     |
 QH0503|---------------------------------------------------------------------|
 QH0503
 QH0503                          SUPERSEDED SURVEY CONTROL
 QH0503
 QH0503  NAD 83(1992)-  45 18 21.30127(N)    071 02 02.09332(W) AD(       ) 3
 QH0503  NAD 83(1992)-  45 18 21.30738(N)    071 02 02.08902(W) AD(       ) 3
 QH0503  NAD 83(1986)-  45 18 21.30535(N)    071 02 02.09117(W) AD(       ) 3
 QH0503  NAD 27      -  45 18 21.13900(N)    071 02 03.83000(W) AD(       ) 3
 QH0503
 QH0503.Superseded values are not recommended for survey control.
 QH0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0503.See file dsdata.txt to determine how the superseded data were derived.
 QH0503
 QH0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL4055218947(NAD 83)
 QH0503_MARKER: DD = SURVEY DISK
 QH0503_SETTING: 66 = SET IN ROCK OUTCROP
 QH0503_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 QH0503_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QH0503+STABILITY: POSITION/ELEVATION WELL
 QH0503
 QH0503  HISTORY     - Date     Condition        Report By
 QH0503  HISTORY     - 1916     MONUMENTED       IBC
 QH0503  HISTORY     - 1940     GOOD             IBC
 QH0503  HISTORY     - 20060825 MARK NOT FOUND   GEOCAC
 QH0503
 QH0503                          STATION DESCRIPTION
 QH0503
 QH0503'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1916 (JH)
 QH0503'IN TOWNSHIP 4, RANGE 6, ABOUT ONE - FOUTH MILE SOUTH OF THE BOUNDARY,
 QH0503'ONE - HALF MILE EAST OF THE MAGALLOWAY ROAD, 1 MILE WEST OF BARKER
 QH0503'POND, AND ABOUT 1 MILE EAST - SOUTHEAST OF MONUMENT 474.  THE
 QH0503'STATION IS ON THE HIGHEST POINT OF THE HILL.
 QH0503'
 QH0503'STATION MARK--A BRONZE DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 QH0503'ROCK.
 QH0503
 QH0503                          STATION RECOVERY (1940)
 QH0503
 QH0503'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1940 (FHB)
 QH0503'STATION RECOVERED IN GOOD CONDITION.
 QH0503
 QH0503                          STATION RECOVERY (2006)
 QH0503
 QH0503'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 QH0503'THE MARK WAS NOT RECOVERED, NOT FOUND.
 QH0503' 
 QH0503'THE SUMMIT AREA OF THE PEAK WAS RELATIVELY FLAT AND OPEN. THERE WERE
 QH0503'SEVERAL EXPOSED ROCKY SPOTS BUT NO MARK WAS FOUND ON THESE.  OTHER
 QH0503'LIKELY SPOTS WERE PROBED WITHOUT SUCCESS.  THE AREA WAS SEARCHED BY
 QH0503'ONE MAN FOR ABOUT 20 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2320 ***********************************************************************
 PE2320  DESIGNATION -  BARN
 PE2320  PID         -  PE2320
 PE2320  STATE/COUNTY-  ME/KNOX
 PE2320  USGS QUAD   -  ROCKLAND (1979)
 PE2320
 PE2320                         *CURRENT SURVEY CONTROL
 PE2320  ___________________________________________________________________
 PE2320* NAD 83(1996)-  44 04 38.04227(N)    069 03 23.21314(W)     ADJUSTED  
 PE2320* NAVD 88     -        10.     (meters)      33.     (feet)  SCALED    
 PE2320  ___________________________________________________________________
 PE2320  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 PE2320  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 PE2320
 PE2320  HORZ ORDER  -  THIRD
 PE2320
 PE2320.The horizontal coordinates were established by classical geodetic methods
 PE2320.and adjusted by the National Geodetic Survey in March 1998..
 PE2320
 PE2320.The orthometric height was scaled from a topographic map.
 PE2320
 PE2320.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2320
 PE2320.The geoid height was determined by GEOID03.
 PE2320
 PE2320;                    North         East     Units Scale Factor Converg.
 PE2320;SPC ME E     -    45,764.015   255,431.786   MT  0.99992442   -0 23 13.5
 PE2320;UTM  19      - 4,880,452.654   495,480.199   MT  0.99960025   -0 02 21.4
 PE2320
 PE2320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2320!SPC ME E     -   1.00000240  x   0.99992442  =   0.99992682
 PE2320!UTM  19      -   1.00000240  x   0.99960025  =   0.99960265
 PE2320
 PE2320:                Primary Azimuth Mark                     Grid Az
 PE2320:SPC ME E     -  HILL                                     018 29 07.2
 PE2320:UTM  19      -  HILL                                     018 08 15.1
 PE2320
 PE2320|---------------------------------------------------------------------|
 PE2320| PID    Reference Object                     Distance      Geod. Az  |
 PE2320|                                                           dddmmss.s |
 PE2320| PE2329 HILL                                APPROX. 1.4 KM 0180553.7 |
 PE2320| PE2336 INNER NORTH BEACON TOP              APPROX. 1.2 KM 0350439.5 |
 PE2320|---------------------------------------------------------------------|
 PE2320
 PE2320                          SUPERSEDED SURVEY CONTROL
 PE2320
 PE2320  NAD 83(1992)-  44 04 38.04715(N)    069 03 23.19305(W) AD(       ) 3
 PE2320  NAD 83(1986)-  44 04 38.05184(N)    069 03 23.19916(W) AD(       ) 3
 PE2320  NAD 27      -  44 04 37.78000(N)    069 03 25.01700(W) AD(       ) 3
 PE2320
 PE2320.Superseded values are not recommended for survey control.
 PE2320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2320.See file dsdata.txt to determine how the superseded data were derived.
 PE2320
 PE2320_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ9548080453(NAD 83)
 PE2320
 PE2320  HISTORY     - Date     Condition        Report By
 PE2320  HISTORY     - UNK      MONUMENTED
 PE2320  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2320
 PE2320                          STATION DESCRIPTION
 PE2320
 PE2320'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2320'COMPLETE DESCRIPTION FOLLOWS--
 PE2320'
 PE2320'THE STATION LOCATED WAS THE E GABLE OF AN UNPAINTED, SMALL,
 PE2320'SHINGLED BARN, TRIMMED IN WHITE.  THERE IS A WEATHER VANE ON
 PE2320'THE W GABLE.  STATION IS LOCATED E OF A ONE-STORY WHITE HOUSE
 PE2320'IN THE S END OF OWLS HEAD VILLAGE.  THE CHIMNEYS ON THE HOUSE
 PE2320'ARE WHITE WITH BLACK STRIPES AROUND THE TOPS.  BOTH HOUSE AND
 PE2320'BARN ARE ON THE E SIDE OF THE HARD ROAD LEADING TOWARDS OWLS
 PE2320'HEAD POST OFFICE AND IS JUST AT THE BREAK IN THE ROAD WHERE IT
 PE2320'MAKES A PROMINENT TURN TO THE SW.
 PE2320'
 PE2320'THE AIR COMPILATION OFFICE PROBABLY SHOULD USE THE CENTER OF
 PE2320'THE BARN AS THE STATION.  IF SO A NEW NAME AND POSITION SHOULD
 PE2320'BE GIVEN THIS STATION.
 PE2320'
 PE2320'NOTE--STATION CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0769 ***********************************************************************
 QF0769  DESIGNATION -  BARNARD
 QF0769  PID         -  QF0769
 QF0769  STATE/COUNTY-  ME/WASHINGTON
 QF0769  USGS QUAD   -  CALAIS (1977)
 QF0769
 QF0769                         *CURRENT SURVEY CONTROL
 QF0769  ___________________________________________________________________
 QF0769* NAD 83(1996)-  45 11 25.26068(N)    067 16 37.75510(W)     ADJUSTED  
 QF0769* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 QF0769  ___________________________________________________________________
 QF0769  LAPLACE CORR-           3.55  (seconds)                    DEFLEC99
 QF0769  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 QF0769
 QF0769  HORZ ORDER  -  THIRD
 QF0769
 QF0769.The horizontal coordinates were established by classical geodetic methods
 QF0769.and adjusted by the National Geodetic Survey in March 1998..
 QF0769
 QF0769.The orthometric height was scaled from a topographic map.
 QF0769
 QF0769.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0769
 QF0769.The geoid height was determined by GEOID03.
 QF0769
 QF0769;                    North         East     Units Scale Factor Converg.
 QF0769;SPC ME E     -   170,023.235   396,088.094   MT  1.00001349   +0 52 03.4
 QF0769;UTM  19      - 5,005,540.011   635,336.144   MT  0.99982521   +1 13 20.9
 QF0769
 QF0769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0769!SPC ME E     -   1.00000337  x   1.00001349  =   1.00001686
 QF0769!UTM  19      -   1.00000337  x   0.99982521  =   0.99982858
 QF0769
 QF0769:                Primary Azimuth Mark                     Grid Az
 QF0769:SPC ME E     -  ST STEPHEN METH CH SPIRE IBC             013 35 55.1
 QF0769:UTM  19      -  ST STEPHEN METH CH SPIRE IBC             013 14 37.6
 QF0769
 QF0769|---------------------------------------------------------------------|
 QF0769| PID    Reference Object                     Distance      Geod. Az  |
 QF0769|                                                           dddmmss.s |
 QF0769| QF0775 ST STEPHEN METH CH SPIRE IBC        499.819 METERS 0142758.5 |
 QF0769| QF0773 HOSPITAL IBC                        APPROX. 0.8 KM 0782114.9 |
 QF0769| CE8801 BARNARD WM 1                         12.477 METERS 10903     |
 QF0769| QF0758 CALAIS CONG CHURCH SPIRE            372.323 METERS 16820     |
 QF0769| CE8802 BARNARD WM 2                         14.256 METERS 20937     |
 QF0769| QF0777 ST STEPHEN CATH CH SPIRE IBC        APPROX. 0.7 KM 3151107.7 |
 QF0769|---------------------------------------------------------------------|
 QF0769
 QF0769                          SUPERSEDED SURVEY CONTROL
 QF0769
 QF0769  NAD 83(1992)-  45 11 25.25539(N)    067 16 37.75297(W) AD(       ) 3
 QF0769  NAD 83(1986)-  45 11 25.25841(N)    067 16 37.75763(W) AD(       ) 3
 QF0769  NAD 27      -  45 11 24.98900(N)    067 16 39.79000(W) AD(       ) 3
 QF0769
 QF0769.Superseded values are not recommended for survey control.
 QF0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0769.See file dsdata.txt to determine how the superseded data were derived.
 QF0769
 QF0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL3533605540(NAD 83)
 QF0769_MARKER: DH = HORIZONTAL CONTROL DISK
 QF0769_SETTING: 0 = UNSPECIFIED SETTING
 QF0769
 QF0769  HISTORY     - Date     Condition        Report By
 QF0769  HISTORY     - 1909     MONUMENTED       IBC
 QF0769  HISTORY     - 1946     SEE DESCRIPTION  CGS
 QF0769
 QF0769                          STATION DESCRIPTION
 QF0769
 QF0769'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JEM)
 QF0769'N CALAIS AT THE FOOT OF NORTH STREET ON THE OUTER END OF THE OLD
 QF0769'BARNARD WHARF.  THE STATION IS 15 METERS FROM THE OUTER END OF THE
 QF0769'WHARF IN THE EARTH FILL.
 QF0769'
 QF0769'STATION MARK--A BRONZE DISK SET IN THE TOP OF A GRANITE POST 15
 QF0769'CENTIMETERS SQUARE AND 60 CENTIMETERS LONG PROJECTING ABOUT 10
 QF0769'CENTIMETERS ABOVE THE GROUND.  THE SUBSURFACE MARK IS A NAIL SET IN
 QF0769'THE TOP OF A CEMENT-FILLED TILE PLACED UNDER THE GRANITE POST.  A
 QF0769'TRIANGLE MADE OF SMALL NAILS DRIVEN IN THE TOP STRINGER OF THE EAST
 QF0769'SIDE OF THE WHARF IS SOUTH 70 7 EAST, 12.48 METERS FROM THE
 QF0769'STATION TO THE FARTHEST NAIL IN THE TRIANGLE.  A NAIL SET IN THE TOP
 QF0769'OF A CEMENT-FILLED TILE SET 2.1 METERS NORTH OF THE NORTH LINE OF THE
 QF0769'WAREHOUSE BEARS SOUTH 29 36 WEST, 14.25 METERS DISTANT FROM
 QF0769'THE STATION.
 QF0769
 QF0769                          STATION RECOVERY (1946)
 QF0769
 QF0769'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (NWS)
 QF0769'STATION LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1333 ***********************************************************************
 QG1333  DESIGNATION -  BARNARD USGS 1941
 QG1333  PID         -  QG1333
 QG1333  STATE/COUNTY-  ME/PISCATAQUIS
 QG1333  USGS QUAD   -  SEBEC LAKE EAST (1988)
 QG1333
 QG1333                         *CURRENT SURVEY CONTROL
 QG1333  ___________________________________________________________________
 QG1333* NAD 83(1996)-  45 18 26.61142(N)    069 07 28.95392(W)     ADJUSTED  
 QG1333* NAVD 88     -       206.     (meters)     676.     (feet)  SCALED    
 QG1333  ___________________________________________________________________
 QG1333  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 QG1333  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 QG1333
 QG1333  HORZ ORDER  -  SECOND
 QG1333
 QG1333.The horizontal coordinates were established by classical geodetic methods
 QG1333.and adjusted by the National Geodetic Survey in March 1998..
 QG1333
 QG1333.The orthometric height was scaled from a topographic map.
 QG1333
 QG1333.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1333
 QG1333.The geoid height was determined by GEOID03.
 QG1333
 QG1333;                    North         East     Units Scale Factor Converg.
 QG1333;SPC ME E     -   182,491.910   251,012.633   MT  0.99992950   -0 26 38.8
 QG1333;UTM  19      - 5,017,106.248   490,223.688   MT  0.99960118   -0 05 19.2
 QG1333
 QG1333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1333!SPC ME E     -   0.99997162  x   0.99992950  =   0.99990112
 QG1333!UTM  19      -   0.99997162  x   0.99960118  =   0.99957281
 QG1333
 QG1333:                Primary Azimuth Mark                     Grid Az
 QG1333:SPC ME E     -  GUILFORD                                 244 47 59.1
 QG1333:UTM  19      -  GUILFORD                                 244 26 39.5
 QG1333
 QG1333|---------------------------------------------------------------------|
 QG1333| PID    Reference Object                     Distance      Geod. Az  |
 QG1333|                                                           dddmmss.s |
 QG1333| QG1344 GUILFORD                            APPROX.20.4 KM 2442120.3 |
 QG1333|---------------------------------------------------------------------|
 QG1333
 QG1333                          SUPERSEDED SURVEY CONTROL
 QG1333
 QG1333  NAD 83(1992)-  45 18 26.60991(N)    069 07 28.94486(W) AD(       ) 2
 QG1333  NAD 83(1986)-  45 18 26.61455(N)    069 07 28.95384(W) AD(       ) 2
 QG1333  NAD 27      -  45 18 26.43200(N)    069 07 30.79600(W) AD(       ) 2
 QG1333
 QG1333.Superseded values are not recommended for survey control.
 QG1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1333.See file dsdata.txt to determine how the superseded data were derived.
 QG1333
 QG1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL9022417106(NAD 83)
 QG1333_MARKER: DS = TRIANGULATION STATION DISK
 QG1333_SETTING: 66 = SET IN ROCK OUTCROP
 QG1333_SP_SET: SET IN ROCK OUTCROP
 QG1333_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG1333+STABILITY: POSITION/ELEVATION WELL
 QG1333
 QG1333  HISTORY     - Date     Condition        Report By
 QG1333  HISTORY     - 1939     MONUMENTED       CGS
 QG1333
 QG1333                          STATION DESCRIPTION
 QG1333
 QG1333'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 QG1333'FIVE MILES W. OF BROWNVILLE AND 2.5 MI N. OF SEBEC POST OFFICE,
 QG1333'0.1 MI N. OF BARNARD TOWN HALL, ON PROPERTY OWNED BY E. H. LADD.
 QG1333'STATION IS IN SOLID ROCK FLUSH WITH GROUND IN CLEARED FIELD 575 FT
 QG1333'W. OF T-RD. E. TO BROWNVILLE.
 QG1333'
 QG1333'TO REACH FROM BROWNVILLE, DRIVE W. 5.0 MI TO BARNARD CORNERS ON TOP
 QG1333'OF FLAT HILL, TURN RIGHT (N.) AT CORNER AND DRIVE 300 FT TO GATE W.
 QG1333'INTO CLEARED FIELD.  DRIVE 600 FT W. TO STATION.
 QG1333'
 QG1333'STATION MARK,  STANDARD DISK SET IN SOLID ROCK AND
 QG1333'STAMPED---BARNARD---.
 QG1333'
 QG1333'REFERENCE MARK NO 1,  DRILL HOLE IN ROCK FLUSH WITH GROUND,
 QG1333'DISTANCE 248.9 FT, S 14 DEG 27 MIN W.
 QG1333'
 QG1333'REFERENCE MARK NO 2,  COPPER NAIL AND WASHER IN ROOT OF ELM TREE IN
 QG1333'CENTER OF TRIANGLE AT T-RD. E., DISTANCE 584.7 FT, S 40 DEG 41 MIN W.
 QG1333'
 QG1333'REFERENCE MARK NO. 3,  DRILL HOLE IN 5-FT BOULDER IN CENTER OF
 QG1333'CLEARED FIELD, DISTANCE 368.6 FT, N 10 DEG 50 MIN W.
 QG1333'10 MIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ2703 ***********************************************************************
 AJ2703  CBN         -  This is a Cooperative Base Network Control Station.
 AJ2703  DESIGNATION -  BARR
 AJ2703  PID         -  AJ2703
 AJ2703  STATE/COUNTY-  ME/WASHINGTON
 AJ2703  USGS QUAD   -  PORCUPINE MOUNTAIN (1987)
 AJ2703
 AJ2703                         *CURRENT SURVEY CONTROL
 AJ2703  ___________________________________________________________________
 AJ2703* NAD 83(1996)-  44 59 27.26385(N)    067 14 58.18141(W)     ADJUSTED  
 AJ2703* NAVD 88     -        60.9    (meters)     200.     (feet)  GPS OBS   
 AJ2703  ___________________________________________________________________
 AJ2703  X           -   1,747,325.328 (meters)                     COMP
 AJ2703  Y           -  -4,166,794.941 (meters)                     COMP
 AJ2703  Z           -   4,486,660.572 (meters)                     COMP
 AJ2703  LAPLACE CORR-           5.72  (seconds)                    DEFLEC99
 AJ2703  ELLIP HEIGHT-          37.90  (meters)          (04/26/01) GPS OBS
 AJ2703  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 AJ2703
 AJ2703  HORZ ORDER  -  A
 AJ2703  ELLP ORDER  -  FOURTH    CLASS I
 AJ2703
 AJ2703.The horizontal coordinates were established by GPS observations
 AJ2703.and adjusted by the National Geodetic Survey in April 2001..
 AJ2703
 AJ2703.The orthometric height was determined by GPS observations and a
 AJ2703.high-resolution geoid model.
 AJ2703
 AJ2703.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2703
 AJ2703.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2703
 AJ2703.The ellipsoidal height was determined by GPS observations
 AJ2703.and is referenced to NAD 83.
 AJ2703
 AJ2703.The geoid height was determined by GEOID03.
 AJ2703
 AJ2703;                    North         East     Units Scale Factor Converg.
 AJ2703;SPC ME E     -   147,893.875   398,604.123   MT  1.00001952   +0 53 03.0
 AJ2703;UTM  19      - 4,983,430.761   637,988.445   MT  0.99983413   +1 14 16.1
 AJ2703
 AJ2703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2703!SPC ME E     -   0.99999406  x   1.00001952  =   1.00001358
 AJ2703!UTM  19      -   0.99999406  x   0.99983413  =   0.99982819
 AJ2703
 AJ2703                          SUPERSEDED SURVEY CONTROL
 AJ2703
 AJ2703.No superseded survey control is available for this station.
 AJ2703
 AJ2703_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK3798883431(NAD 83)
 AJ2703_MARKER: DD = SURVEY DISK
 AJ2703_SETTING: 66 = SET IN ROCK OUTCROP
 AJ2703_STAMPING: BARR 1997
 AJ2703_MARK LOGO: MEDT  
 AJ2703_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2703_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2703_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2703+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2000
 AJ2703
 AJ2703  HISTORY     - Date     Condition        Report By
 AJ2703  HISTORY     - 1997     MONUMENTED       MEDT
 AJ2703  HISTORY     - 20000713 GOOD             MEDT
 AJ2703
 AJ2703                          STATION DESCRIPTION
 AJ2703
 AJ2703'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 2000 (TL)
 AJ2703'THE STATION IS LOCATED IN CHARLOTTE, ON THE SOUTH SIDE OF STATE
 AJ2703'HIGHWAY 214, ON THE EAST END OF A LARGE ROCK LEDGE OUTCROP.  TO REACH
 AJ2703'FROM THE JUNCTION OF STATE HIGHWAYS 191 AND 214 IN MEDDYBEMPS, GO
 AJ2703'SOUTHEASTERLY FOR 3.8 MI (6.1 KM) ON HIGHWAY 214 TO BLANCHARD CORNER.
 AJ2703'CONTINUE ON HIGHWAY 214 FOR 1.55 MI (2.49 KM) TO THE STATION ON THE
 AJ2703'RIGHT.  THE STATION IS SET IN A DRILL HOLE IN ROCK LEDGE. LOCATED 55.1
 AJ2703'FT (16.8 M) EAST-NORTHEAST OF THE NORTH CORNER OF A METAL SHED, 50.5
 AJ2703'FT (15.4 M) NORTHEAST OF THE EAST CORNER OF A METAL SHED, 37.2 FT
 AJ2703'(11.3 M) SOUTHEAST OF A 10-INCH SPRUCE TREE AND 35.9 FT (10.9 M)
 AJ2703'SOUTHWEST OF THE CENTERLINE OF HIGHWAY 214.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1345 ***********************************************************************
 QG1345  DESIGNATION -  BARREN MOUNTAIN LOT 1955
 QG1345  PID         -  QG1345
 QG1345  STATE/COUNTY-  ME/PISCATAQUIS
 QG1345  USGS QUAD   -  BARREN MOUNTAIN EAST (1988)
 QG1345
 QG1345                         *CURRENT SURVEY CONTROL
 QG1345  ___________________________________________________________________
 QG1345* NAD 83(1996)-  45 24 56.14041(N)    069 22 13.46073(W)     ADJUSTED  
 QG1345* NAVD 88     -       806.     (meters)    2644.     (feet)  SCALED    
 QG1345  ___________________________________________________________________
 QG1345  LAPLACE CORR-           3.33  (seconds)                    DEFLEC99
 QG1345  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 QG1345
 QG1345  HORZ ORDER  -  THIRD
 QG1345
 QG1345.The horizontal coordinates were established by classical geodetic methods
 QG1345.and adjusted by the National Geodetic Survey in March 1998..
 QG1345
 QG1345.The orthometric height was scaled from a topographic map.
 QG1345
 QG1345.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1345
 QG1345.The geoid height was determined by GEOID03.
 QG1345
 QG1345;                    North         East     Units Scale Factor Converg.
 QG1345;SPC ME E     -   194,694.904   231,876.047   MT  0.99995704   -0 37 11.8
 QG1345;SPC ME W     -   287,226.020   962,325.026   MT  1.00001441   +0 34 01.7
 QG1345;UTM  19      - 5,029,186.096   471,018.179   MT  0.99961033   -0 15 49.7
 QG1345
 QG1345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1345!SPC ME E     -   0.99987752  x   0.99995704  =   0.99983456
 QG1345!SPC ME W     -   0.99987752  x   1.00001441  =   0.99989193
 QG1345!UTM  19      -   0.99987752  x   0.99961033  =   0.99948790
 QG1345
 QG1345                          SUPERSEDED SURVEY CONTROL
 QG1345
 QG1345  NAD 83(1992)-  45 24 56.13871(N)    069 22 13.45466(W) AD(       ) 3
 QG1345  NAD 83(1986)-  45 24 56.14241(N)    069 22 13.46364(W) AD(       ) 3
 QG1345  NAD 27      -  45 24 55.97300(N)    069 22 15.28000(W) AD(       ) 3
 QG1345
 QG1345.Superseded values are not recommended for survey control.
 QG1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1345.See file dsdata.txt to determine how the superseded data were derived.
 QG1345
 QG1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL7101829186(NAD 83)
 QG1345_MARKER: 57 = LOOKOUT TOWER
 QG1345
 QG1345  HISTORY     - Date     Condition        Report By
 QG1345  HISTORY     - 1955     FIRST OBSERVED   CGS
 QG1345  HISTORY     - 1978     GOOD             NGS
 QG1345
 QG1345                          STATION DESCRIPTION
 QG1345
 QG1345'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WHR)
 QG1345'THE STATION IS LOCATED ABOUT 11 MILES AIRLINE EAST SOUTHEAST
 QG1345'OF GREENVILLE, 11 MILES AIRLINE EAST NORTHEAST OF SHIRLEY MILLS,
 QG1345'AND 10 MILES AIRLINE NORTHEAST OF MONSON, ON THE HIGHEST PART
 QG1345'OF BARREN MOUNTAIN.
 QG1345'
 QG1345'THE TOWER IS A MAINE FOREST SERVICE LOOKOUT TOWER THAT IS
 QG1345'CONSTRUCTED OF FOUR STEEL LEGS WITH AN 8 FOOT SQUARE HOUSE ON
 QG1345'TOP THAT IS PAINTED WHITE.  IT IS ABOUT 40 FEET HIGH.  THE
 QG1345'CENTER OF THE TOWER IS 3.52 METERS, 11.55 FEET SOUTH OF
 QG1345'TRIANGULATION STATION BARREN MT (USGS).
 QG1345
 QG1345                          STATION RECOVERY (1978)
 QG1345
 QG1345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (DHB)
 QG1345'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1346 ***********************************************************************
 QG1346  DESIGNATION -  BARREN MT
 QG1346  PID         -  QG1346
 QG1346  STATE/COUNTY-  ME/PISCATAQUIS
 QG1346  USGS QUAD   -  BARREN MOUNTAIN EAST (1988)
 QG1346
 QG1346                         *CURRENT SURVEY CONTROL
 QG1346  ___________________________________________________________________
 QG1346* NAD 83(1996)-  45 24 56.25321(N)    069 22 13.48404(W)     ADJUSTED  
 QG1346* NAVD 88     -       806.4    (meters)    2646.     (feet)  VERTCON   
 QG1346  ___________________________________________________________________
 QG1346  LAPLACE CORR-           3.33  (seconds)                    DEFLEC99
 QG1346  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 QG1346
 QG1346  HORZ ORDER  -  FIRST
 QG1346
 QG1346.The horizontal coordinates were established by classical geodetic methods
 QG1346.and adjusted by the National Geodetic Survey in March 1998..
 QG1346
 QG1346.The NAVD 88 height was computed by applying the VERTCON shift value to
 QG1346.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QG1346
 QG1346.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1346
 QG1346.The geoid height was determined by GEOID03.
 QG1346
 QG1346;                    North         East     Units Scale Factor Converg.
 QG1346;SPC ME E     -   194,698.392   231,875.578   MT  0.99995704   -0 37 11.8
 QG1346;SPC ME W     -   287,229.497   962,324.485   MT  1.00001441   +0 34 01.6
 QG1346;UTM  19      - 5,029,189.580   471,017.688   MT  0.99961033   -0 15 49.7
 QG1346
 QG1346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1346!SPC ME E     -   0.99987743  x   0.99995704  =   0.99983447
 QG1346!SPC ME W     -   0.99987743  x   1.00001441  =   0.99989183
 QG1346!UTM  19      -   0.99987743  x   0.99961033  =   0.99948780
 QG1346
 QG1346|---------------------------------------------------------------------|
 QG1346| PID    Reference Object                     Distance      Geod. Az  |
 QG1346|                                                           dddmmss.s |
 QG1346| DA4427 BARREN MT RM 1                       12.008 METERS 16204     |
 QG1346| QG1345 BARREN MOUNTAIN LOT 1955              3.519 METERS 17143     |
 QG1346| DA4428 BARREN MT RM 2                        7.175 METERS 23442     |
 QG1346| DA4426 BARREN MT AZ MK                                    2622559.5 |
 QG1346|---------------------------------------------------------------------|
 QG1346
 QG1346                          SUPERSEDED SURVEY CONTROL
 QG1346
 QG1346  NAD 83(1992)-  45 24 56.25150(N)    069 22 13.47797(W) AD(       ) 1
 QG1346  NAD 83(1986)-  45 24 56.25516(N)    069 22 13.48742(W) AD(       ) 1
 QG1346  NAD 27      -  45 24 56.08600(N)    069 22 15.30300(W) AD(       ) 1
 QG1346  NGVD 29 (07/19/86)  806.6    (m)         2646.     (f) VERT ANG       
 QG1346
 QG1346.Superseded values are not recommended for survey control.
 QG1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1346.See file dsdata.txt to determine how the superseded data were derived.
 QG1346
 QG1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL7101829190(NAD 83)
 QG1346
 QG1346  HISTORY     - Date     Condition        Report By
 QG1346  HISTORY     - 1941     MONUMENTED       CGS
 QG1346  HISTORY     - 1978     GOOD             NGS
 QG1346
 QG1346                          STATION DESCRIPTION
 QG1346
 QG1346'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 QG1346'STATION IS ABOUT 9.0 MILES NE OF MONSON, 18 MILES WNW OF
 QG1346'BROWNVILLE, AND 11 MILES ESE OF GREENVILLE, ON THE HIGHEST
 QG1346'POINT OF BARREN MOUNTAIN, AND ON LAND LEASED BY THE AMERICAN
 QG1346'TREAD COMPANY, OF MILO, MAINE.  IT IS A STANDARD U.S.G.S. BENCH
 QG1346'MARK SET IN A DRILL HOLE IN A ROCK OUTCROP ON THE HIGHEST
 QG1346'POINT.  THERE ARE NO STAMPINGS ON THE DISK.
 QG1346'
 QG1346'REFERENCE MARK NO. 1 IS S OF THE STATION, SET IN A ROCK
 QG1346'OUTCROP OVERLOOKING THE LAKE TO THE S.  IT IS A STANDARD
 QG1346'U.S.C. AND G.S. REFERENCE DISK SET FLUSH WITH THE ROCK
 QG1346'SURFACE, STAMPED BARREN MT. NO. 1 (USGS) 1941.
 QG1346'
 QG1346'REFERENCE MARK NO. 2 IS WSW OF THE STATION, SET IN A ROCK
 QG1346'OUTCROP AND APPROXIMATELY 4 FEET LOWER IN ELEVATION THAN THE
 QG1346'STATION.  IT IS A STANDARD U.S.C. AND G.S. REFERENCE DISK SET
 QG1346'FLUSH WITH THE ROCK SURFACE, STAMPED BARREN MT. NO. 2 (USGS) 1941.
 QG1346'
 QG1346'THE AZIMUTH MARK IS ABOUT 1.0 MILE W OF THE STATION, SET IN
 QG1346'THE ROCK CLIFF OVERLOOKING THE LAKE, ABOUT 10 FEET N OF THE S
 QG1346'EDGE OF THE CLIFF, AND 20 FEET S OF THE APPALACHIAN TRAIL, WHICH
 QG1346'IS BLAZED WITH WHITE PAINT ON THE ROCKS AND TREES.  IT IS A
 QG1346'STANDARD U.S.C. AND G.S. DISK SET FLUSH WITH THE ROCK OUTCROP,
 QG1346'STAMPED BARREN MT. (USGS) 1941.
 QG1346'
 QG1346'TO REACH THE STATION FROM THE POST OFFICE IN MONSON, GO N ON
 QG1346'STATE HIGHWAY 15 FOR 0.6 MILE TO A Y, TAKE RIGHT FORK AND GO
 QG1346'1.6 MILES TO ANOTHER Y, CONTINUE ON RIGHT FORK FOR 6.5 MILES
 QG1346'TO A BRIDGE AND Y JUST AFTER CROSSING THE BRIDGE, CONTINUE ON
 QG1346'LEFT FORK FOR 0.6 MILE TO A RAILROAD CROSSING, CONTINUE ON FOR
 QG1346'2.3 MILES TO ANOTHER Y JUST BEYOND THE BODFISH FARM, TAKE LEFT
 QG1346'FORK AND CONTINUE ON FOR 0.8 MILE TO A LOG BRIDGE ON THE RIGHT,
 QG1346'CROSS THE BRIDGE, AND IT IS ADVISABLE TO PACK INTO THE STATION
 QG1346'FROM THIS POINT FOLLOWING BLAZED TRAIL TO THE TOP OF THE
 QG1346'MOUNTAIN AND STATION.  DISTANCE OF PACK 4.8 MILES, TIME
 QG1346'REQUIRED ABOUT 3 HOURS.
 QG1346'
 QG1346'A 15-FOOT POLE TOWER REQUIRED TO CLEAR ALL LINES.
 QG1346
 QG1346                          STATION RECOVERY (1978)
 QG1346
 QG1346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (DHB)
 QG1346'STATION, REFERENCE MARKS AND AZIMUTH MARK RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2670 ***********************************************************************
 OC2670  DESIGNATION -  BARTLETT
 OC2670  PID         -  OC2670
 OC2670  STATE/COUNTY-  ME/YORK
 OC2670  USGS QUAD   -  WATERBORO (1983)
 OC2670
 OC2670                         *CURRENT SURVEY CONTROL
 OC2670  ___________________________________________________________________
 OC2670* NAD 83(1996)-  43 35 29.46781(N)    070 39 38.12920(W)     ADJUSTED  
 OC2670* NAVD 88     -       129.6    (meters)     425.     (feet)  VERTCON   
 OC2670  ___________________________________________________________________
 OC2670  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 OC2670  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 OC2670
 OC2670  HORZ ORDER  -  SECOND
 OC2670
 OC2670.The horizontal coordinates were established by classical geodetic methods
 OC2670.and adjusted by the National Geodetic Survey in March 1998..
 OC2670
 OC2670.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2670
 OC2670.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2670
 OC2670.The geoid height was determined by GEOID03.
 OC2670
 OC2670;                    North         East     Units Scale Factor Converg.
 OC2670;SPC ME W     -    84,347.775   860,114.697   MT  0.99998623   -0 20 26.1
 OC2670;UTM  19      - 4,827,844.960   365,952.593   MT  0.99982102   -1 08 42.6
 OC2670
 OC2670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2670!SPC ME W     -   0.99998386  x   0.99998623  =   0.99997009
 OC2670!UTM  19      -   0.99998386  x   0.99982102  =   0.99980489
 OC2670
 OC2670|---------------------------------------------------------------------|
 OC2670| PID    Reference Object                     Distance      Geod. Az  |
 OC2670|                                                           dddmmss.s |
 OC2670| CE7216 BARTLETT RM 2                        14.996 METERS 04523     |
 OC2670| CE7215 BARTLETT RM 1                        15.902 METERS 13001     |
 OC2670| OC2671 BARTLETT 1976 A PT                   16.269 METERS 20400     |
 OC2670| OC2673 BARTLETT AZ MK                      335.235 METERS 33337     |
 OC2670| OC2672 BARTLETT AZ MK A PT                 325.365 METERS 33423     |
 OC2670|---------------------------------------------------------------------|
 OC2670
 OC2670                          SUPERSEDED SURVEY CONTROL
 OC2670
 OC2670  NAD 83(1992)-  43 35 29.46637(N)    070 39 38.13058(W) AD(       ) 2
 OC2670  NAD 83(1986)-  43 35 29.47307(N)    070 39 38.13653(W) AD(       ) 2
 OC2670  NAD 27      -  43 35 29.18489(N)    070 39 39.93422(W) AD(       ) 2
 OC2670  NGVD 29 (07/19/86)  129.8    (m)          426.     (f) VERT ANG       
 OC2670
 OC2670.Superseded values are not recommended for survey control.
 OC2670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2670.See file dsdata.txt to determine how the superseded data were derived.
 OC2670
 OC2670_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ6595327845(NAD 83)
 OC2670_MARKER: DS = TRIANGULATION STATION DISK
 OC2670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC2670_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC2670
 OC2670  HISTORY     - Date     Condition        Report By
 OC2670  HISTORY     - 1976     MONUMENTED       NGS
 OC2670  HISTORY     - 20050902 MARK NOT FOUND   GEOCAC
 OC2670
 OC2670                          STATION DESCRIPTION
 OC2670
 OC2670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2670'THE STATION IS ABOUT 1.5 MILES NORTH OF EAST
 OC2670'WATERBORO, 2.5 MILES EAST OF WATERBORO CENTER
 OC2670'AND 3.5 MILES WEST-SOUTHWEST OF HOLLIES CENTER.
 OC2670'IT IS ON RIGHT-OF-WAY PROPERTY OF THE CENTER
 OC2670'MAINE POWER COMPANY.
 OC2670'
 OC2670'TO REACH THE STATION FROM THE POST OFFICE IN EAST
 OC2670'WATERBORO, GO EAST ON STATE HIGHWAYS 4, 5, AND 202
 OC2670'FOR 1.5 MILES TO WHERE THE ROUTES DIVIDE. TURN
 OC2670'LEFT AND GO NORTH ON STATE HIGHWAY 4 AND 202
 OC2670'FOR 0.4 MILE TO A SIDE ROAD LEFT.  TURN LEFT
 OC2670'AND GO WESTERLY ON DEERING RIDGE ROAD FOR 1.65
 OC2670'MILES TO WHERE A POWERLINE CROSSES THE ROAD AND
 OC2670'THE STATION ON THE LEFT.
 OC2670'
 OC2670'STATION MARKS ARE STANDARD DISK STAMPED--BARTLETT 1976--THE
 OC2670'SURFACE MARK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OC2670'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 3.7 FEET
 OC2670'EAST OF A METAL WITNESS POST, 27.0 FEET WEST-SOUTHWEST OF THE
 OC2670'APPROXIMATE CENTER OF DEERING RIDGE ROAD.  AND 55.5 FEET SOUTHEAST
 OC2670'A POWERLINE POLE NUMBERED 193.  THE UNDERGROUND MARK IS SET
 OC2670'IN AN IRREGULAR MASS OF CONCRETE 48-INCHES BELOW THE GROUND.
 OC2670'
 OC2670'REFERENCE MARK 1 IS A STANDARD DISK STAMPED--BARTLETT RM
 OC2670'1 1976--SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OC2670'MONUMENT THAT PROJECTS 2-INCHES ABOVE THE GROUND.  IT IS 2.7
 OC2670'FEET EAST OF A METAL WITNESS POST, 9.0 FEET SOUTH OF THE
 OC2670'APPROXIMATE CENTER OF A TRACK ROAD, 27.0 FEET WEST OF THE
 OC2670'APPROXIMATE CENTER OF DEERING RIDGE ROAD AND IS ABOUT
 OC2670'THE SAME ELEVATION AS THE STATION.
 OC2670'
 OC2670'REFERENCE MARK 2 IS A STANDARD DISK STAMPED--BARTLETT RM 2
 OC2670'1975--SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OC2670'MONUMENT THAT PROJECTS 2-INCHES ABOVE THE GROUND. IT IS
 OC2670'4.7 FEET SOUTHWEST OF A METAL WITNESS POST, 23.0 FEET
 OC2670'NORTHEAST OF THE APPROXIMATE CENTER OF DEERING RIDGE
 OC2670'ROAD, 46.0 FEET NORTH-NORTHEAST OF A FIELD ENTRANCE
 OC2670'ROAD AND IS ABOUT 2-FEET HIGHER THAN THE STATION.
 OC2670'
 OC2670'AZIMUTH MARK IS A STANDARD DISK STAMPED--BARTLETT AZ
 OC2670'1976--SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OC2670'MONUMENT THAT IS FLUSH WITH THE GROUND.   IT IS 1.5 FEET
 OC2670'WEST-SOUTHWEST OF A METAL WITNESS POST, 3.0 FEET WEST-
 OC2670'SOUTHWEST OF A STONE FENCE, 23.5 FEET NORTH-NORTHWEST
 OC2670'OF A LARGE STONE AT THE END OF THE STONE FENCE AND
 OC2670'26.5 FEET NORTH-NORTHEAST OF THE APPROXIMATE CENTER
 OC2670'OF DEERING RIDGE ROAD.
 OC2670'
 OC2670'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHWEST
 OC2670'ON DEERING RIDGE ROAD FOR 0.2 MILE TO THE MARK ON THE RIGHT.
 OC2670
 OC2670                          STATION RECOVERY (2005)
 OC2670
 OC2670'RECOVERY NOTE BY GEOCACHING 2005 (JKS)
 OC2670'MARKS NOT FOUND
 OC2670' 
 OC2670' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1919 ***********************************************************************
 PE1919  DESIGNATION -  BARTLETT
 PE1919  PID         -  PE1919
 PE1919  STATE/COUNTY-  ME/HANCOCK
 PE1919  USGS QUAD   -  BARTLETT ISLAND (1981)
 PE1919
 PE1919                         *CURRENT SURVEY CONTROL
 PE1919  ___________________________________________________________________
 PE1919* NAD 83(1996)-  44 21 16.03133(N)    068 25 51.99232(W)     ADJUSTED  
 PE1919* NAVD 88     -        85.     (meters)     279.     (feet)  SCALED    
 PE1919  ___________________________________________________________________
 PE1919  LAPLACE CORR-           6.94  (seconds)                    DEFLEC99
 PE1919  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 PE1919
 PE1919  HORZ ORDER  -  SECOND
 PE1919
 PE1919.The horizontal coordinates were established by classical geodetic methods
 PE1919.and adjusted by the National Geodetic Survey in March 1998..
 PE1919
 PE1919.The orthometric height was scaled from a topographic map.
 PE1919
 PE1919.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1919
 PE1919.The geoid height was determined by GEOID03.
 PE1919
 PE1919;                    North         East     Units Scale Factor Converg.
 PE1919;SPC ME E     -    76,416.306   305,491.936   MT  0.99990037   +0 02 53.4
 PE1919;UTM  19      - 4,911,399.753   545,337.939   MT  0.99962528   +0 23 51.8
 PE1919
 PE1919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1919!SPC ME E     -   0.99999053  x   0.99990037  =   0.99989090
 PE1919!UTM  19      -   0.99999053  x   0.99962528  =   0.99961581
 PE1919
 PE1919:                Primary Azimuth Mark                     Grid Az
 PE1919:SPC ME E     -  OAK POINT RED HOUSE WEST CHIM            004 35 32.1
 PE1919:UTM  19      -  OAK POINT RED HOUSE WEST CHIM            004 14 33.7
 PE1919
 PE1919|---------------------------------------------------------------------|
 PE1919| PID    Reference Object                     Distance      Geod. Az  |
 PE1919|                                                           dddmmss.s |
 PE1919| PE1927 OAK POINT RED HOUSE WEST CHIM       APPROX. 5.0 KM 0043825.5 |
 PE1919| PE1886 EAST TRENTON TALL WHITE SPIRE       APPROX.15.5 KM 0264430.2 |
 PE1919| CE7761 BARTLETT RM 1                        12.228 METERS 08615     |
 PE1919| CE7762 BARTLETT RM 2                        12.308 METERS 16412     |
 PE1919| PE1849 SHIP AND BARGE BEACON               APPROX.14.3 KM 1800043.2 |
 PE1919| PE1848 SHIP AND BARGES LEDGE N BEACON      APPROX.14.2 KM 1801228.7 |
 PE1919| PE1973 CARTER                              APPROX. 6.4 KM 2664719.1 |
 PE1919| PE1960 BLUE HILL CONG CHURCH SPIRE         APPROX.14.3 KM 2962237.8 |
 PE1919| PE1956 LONG ISLAND FISH HOUSE N GABLE      APPROX. 6.8 KM 2990859.9 |
 PE1919| PE1959 WOODS G J HOUSE WEST CHIMNEY        APPROX.10.2 KM 3022622.9 |
 PE1919| PE1934 NEWBURY NECK HOUSE EAST CHIM        APPROX. 4.2 KM 3171330.5 |
 PE1919| PE1936 NEWBURY NECK UNION CHURCH           APPROX. 6.5 KM 3370732.3 |
 PE1919|---------------------------------------------------------------------|
 PE1919
 PE1919                          SUPERSEDED SURVEY CONTROL
 PE1919
 PE1919  NAD 83(1992)-  44 21 16.03201(N)    068 25 51.98043(W) AD(       ) 2
 PE1919  NAD 83(1986)-  44 21 16.03190(N)    068 25 51.98438(W) AD(       ) 2
 PE1919  NAD 27      -  44 21 15.75300(N)    068 25 53.91200(W) AD(       ) 2
 PE1919
 PE1919.Superseded values are not recommended for survey control.
 PE1919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1919.See file dsdata.txt to determine how the superseded data were derived.
 PE1919
 PE1919_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK4533811400(NAD 83)
 PE1919
 PE1919  HISTORY     - Date     Condition        Report By
 PE1919  HISTORY     - 1863     MONUMENTED       CGS
 PE1919  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE1919  HISTORY     - 1956     SEE DESCRIPTION  CGS
 PE1919
 PE1919                          STATION DESCRIPTION
 PE1919
 PE1919'DESCRIBED BY COAST AND GEODETIC SURVEY 1863 (GAF)
 PE1919'ON THE EASTERN SIDE OF BARTLETT ISLAND ABOUT 1/4 MILE WNW FROM THE
 PE1919'HEAD OF GREAT COVE AND ABOUT 1-1/2 MILES FROM THE NORTHERN EXTREMITY
 PE1919'OF THE ISLAND.
 PE1919'
 PE1919'TWO LARGE FLAT LEDGES OF GRANITE CROP OUT AT THE SUMMIT OF THE
 PE1919'HILL AND THE STATION IS ON THE HIGHEST AND MOST NORTHERLY OF
 PE1919'THESE.  IT RUNS NEARLY LEVEL FOR ABOUT 16 YARDS AND THEN DROPS
 PE1919'ABRUPTLY.  THE HOUSE OF DAVID BARTLETT IS ABOUT 300 YARDS TO THE
 PE1919'NW ON A ROAD LEADING TOWARD NORTH POINT.
 PE1919'
 PE1919'THE STATION IS MARKED BY A COPPER BOLT SET IN A HOLE IN A ROCK.
 PE1919
 PE1919                          STATION RECOVERY (1934)
 PE1919
 PE1919'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1919'STATION RECOVERED AS DESCRIBED.  IT IS ON THE EASTERN SIDE OF
 PE1919'BARTLETT ISLAND, IN BLUE HILL BAY, ABOUT 1/4 MILE WNW OF THE HEAD
 PE1919'OF GREAT COVE, AND ABOUT 1-1/2 MILES FROM THE NORTHERN POINT OF
 PE1919'THE ISLAND.  TWO LARGE FLAT LEDGES OF GRANITE CROP OUT ON THE
 PE1919'SUMMIT OF THE HILL, THE STATION BEING ON THE MOST NORTHERLY AND
 PE1919'HIGHEST OF THESE.  THE LEDGE HERE RUNS NEARLY LEVEL FOR ABOUT 16
 PE1919'YARDS THEN DROPS OFF ABRUPTLY.  THE STATION IS MARKED WITH A
 PE1919'COPPER BOLT SET IN A HOLE IN THE ROCK.
 PE1919'
 PE1919'TWO REFERENCE MARKS, STANDARD BRONZE DISKS WEDGED IN DRILL HOLES
 PE1919'IN OUTCROPPING BEDROCK, WERE PLACED AS FOLLOWS--REFERENCE MARK
 PE1919'NO. 1 BEING E OF THE STATION ON THE FLAT-TOPPED LEDGE, AND NO. 2
 PE1919'BEING SE OF THE STATION.
 PE1919'
 PE1919'THE STATION MAY EASIEST BE REACHED BY LANDING IN THE COVE JUST
 PE1919'S OF GREAT COVE AND FOLLOWING THE ROAD THERE TO THE TOP OF THE
 PE1919'HILL TO ITS JUNCTION WITH ANOTHER ROAD.  FOLLOW THIS ROAD N ABOUT
 PE1919'500 YARDS TO THE TOP OF THE HILL AND TURN RIGHT ONTO A WOODS
 PE1919'ROAD.  FOLLOW THIS ROAD, KEEPING LEFT AT ALL DOUBTFUL POINTS,
 PE1919'ABOUT 600 YARDS TO A PILE OF ROCKS AND A BLAZED PINE ON THE
 PE1919'LEFT.  AT THIS POINT A TRAIL LEADS UP THE HILL, PAST THE
 PE1919'SOUTHERLY FLAT LEDGE TO THE STATION.
 PE1919'
 PE1919'A 40-FOOT SIGNAL WAS BUILT IN 1934 AND ANCHORED WITH
 PE1919'STONES.  STONES WERE ALSO PILED OVER THE STATION MARK.
 PE1919
 PE1919                          STATION RECOVERY (1956)
 PE1919
 PE1919'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 PE1919'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 PE1919'GOOD CONDITION.  THE DISTANCES TO THE REFERENCE MARKS AND BETWEEN
 PE1919'THE MARKS WERE VERIFIED.  THE 1934 RECOVERY NOTE BY K.G.C. IS
 PE1919'ADEQUATE WITH THE FOLLOWING ADDITIONS--
 PE1919'
 PE1919'THE REFERENCE MARKS ARE STAMPED--
 PE1919'
 PE1919'BARTLETT 1863 1934 NO 1.
 PE1919'
 PE1919'BARTLETT 1863 1934 NO 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0461 ***********************************************************************
 OB0461  DESIGNATION -  BARTOE RESET
 OB0461  PID         -  OB0461
 OB0461  STATE/COUNTY-  ME/LINCOLN
 OB0461  USGS QUAD   -  WESTPORT (1970)
 OB0461
 OB0461                         *CURRENT SURVEY CONTROL
 OB0461  ___________________________________________________________________
 OB0461* NAD 83(1996)-  43 53 28.67748(N)    069 40 30.37921(W)     ADJUSTED  
 OB0461* NAVD 88     -        46.     (meters)     151.     (feet)  SCALED    
 OB0461  ___________________________________________________________________
 OB0461  LAPLACE CORR-           2.64  (seconds)                    DEFLEC99
 OB0461  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 OB0461
 OB0461  HORZ ORDER  -  SECOND
 OB0461
 OB0461.The horizontal coordinates were established by classical geodetic methods
 OB0461.and adjusted by the National Geodetic Survey in March 1998..
 OB0461
 OB0461.The orthometric height was scaled from a topographic map.
 OB0461
 OB0461.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0461
 OB0461.The geoid height was determined by GEOID03.
 OB0461
 OB0461;                    North         East     Units Scale Factor Converg.
 OB0461;SPC ME W     -   117,653.355   939,496.876   MT  0.99998585   +0 20 26.9
 OB0461;UTM  19      - 4,860,021.293   445,775.258   MT  0.99963616   -0 28 05.0
 OB0461
 OB0461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0461!SPC ME W     -   0.99999684  x   0.99998585  =   0.99998269
 OB0461!UTM  19      -   0.99999684  x   0.99963616  =   0.99963300
 OB0461
 OB0461|---------------------------------------------------------------------|
 OB0461| PID    Reference Object                     Distance      Geod. Az  |
 OB0461|                                                           dddmmss.s |
 OB0461| CE7217 BARTOE RM 1                           7.423 METERS 03448     |
 OB0461| OB0407 EDGECOMBE RESET                     APPROX. 9.0 KM 0391218.1 |
 OB0461| OB0458 BOOTHBAY CENTER BROWN SPIRE         APPROX. 3.7 KM 1165022.3 |
 OB0461| OB0459 BOOTHBAY CENTER WHITE SPIRE         APPROX. 3.8 KM 1183603.9 |
 OB0461| OB0431 TOWNSEND HARBOR WHITE SPIRE         APPROX. 5.6 KM 1332731.4 |
 OB0461| OB0428 BOOTHBAY HARBOR STANDPIPE           APPROX. 6.2 KM 1341034.5 |
 OB0461| CE7218 BARTOE RM 2                           7.820 METERS 14449     |
 OB0461| OB0434 SOUTHPORT IS N END RANGE BCN        APPROX. 4.5 KM 1725326.3 |
 OB0461| OB0433 SOUTHPORT MARTINS HOUSE             APPROX. 5.4 KM 1773811.2 |
 OB0461|---------------------------------------------------------------------|
 OB0461
 OB0461                          SUPERSEDED SURVEY CONTROL
 OB0461
 OB0461  NAD 83(1992)-  43 53 28.67687(N)    069 40 30.37550(W) AD(       ) 2
 OB0461  NAD 83(1986)-  43 53 28.68219(N)    069 40 30.38110(W) AD(       ) 2
 OB0461  NAD 27      -  43 53 28.38600(N)    069 40 32.20700(W) AD(       ) 2
 OB0461
 OB0461.Superseded values are not recommended for survey control.
 OB0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0461.See file dsdata.txt to determine how the superseded data were derived.
 OB0461
 OB0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ4577560021(NAD 83)
 OB0461
 OB0461  HISTORY     - Date     Condition        Report By
 OB0461  HISTORY     - 1934     MONUMENTED       CGS
 OB0461  HISTORY     - 1857     SEE DESCRIPTION  CGS
 OB0461  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OB0461  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0461  HISTORY     - 1950     SEE DESCRIPTION  CGS
 OB0461
 OB0461                          STATION DESCRIPTION
 OB0461
 OB0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1857
 OB0461'ON A HIGH BARE RIDGE IN THE SOUTHERN PART OF THE ISLAND IN THE
 OB0461'E SIDE OF SHEEPSCOT RIVER, VARIOUSLY KNOWN AS BARTOES, BARTOLS,
 OB0461'AND BARTERS ISLAND.  THE STATION IS MARKED BY A HOLE DRILLED IN
 OB0461'THE ROCK.
 OB0461
 OB0461                          STATION RECOVERY (1933)
 OB0461
 OB0461'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OB0461'RECOVERED.  ON A HIGH BARE RIDGE IN THE SOUTHERN PART OF THE
 OB0461'ISLAND IN THE E SIDE OF SHEEPSCOT RIVER, VARIOUSLY KNOWN AS BARTOES,
 OB0461'BARTOLS, AND BARTERS ISLAND.  STATION IS MARKED BY A DRILL HOLE
 OB0461'IN A BOULDER WHICH IS ON THE W SIDE OF THE PATH LEADING OVER THE
 OB0461'RIDGE FROM THE CHURCH AT THE EDGE OF THE PAVED ROAD.
 OB0461'
 OB0461'TO REACH THE STATION FOLLOW PAVED ROAD FROM BOOTHBAY TO BARTER
 OB0461'ISLAND CHURCH AND PROCEED ON FOOT ABOUT 1/2 MILE ALONG TRAIL
 OB0461'LEADING NORTHWARD FROM CHURCH TO HIGHEST PART OF RIDGE AND
 OB0461'STATION.  A LARGE PILE OF LOOSE ROCKS WAS MADE ON THE STATION.
 OB0461
 OB0461                          STATION RECOVERY (1934)
 OB0461
 OB0461'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0461'RECOVERED.  ON THE NORTHERN BROW OF A HIGH BARE RIDGE IN THE
 OB0461'SOUTHERN PART OF BARTERS ISLAND, ON THE EAST SIDE OF THE SHEEPSCOT
 OB0461'RIVER AND ABOUT 2-1/2 MILES NW OF THE TOWN OF BOOTHBAY.  A
 OB0461'STANDARD STATION DISK WAS PLACED IN THE OLD DRILL HOLE AND TWO
 OB0461'REFERENCE MARKS, STANDARD BRONZE DISKS WEDGED IN DRILL HOLES IN
 OB0461'OUTCROPPING BEDROCK, WERE ADDED.
 OB0461'
 OB0461'REFERENCE MARK NO. 1 IS SW OF THE STATION MARK AND REFERENCE
 OB0461'MARK NO. 2 IS NW OF THE STATION MARK.
 OB0461'
 OB0461'TO REACH STATION FROM BOOTHBAY, ZERO SPEEDOMETER AT MONUMENT
 OB0461'AND TAKE ROAD WEST OUT OF THE TOWN.  AT 0.35 MILE TURN RIGHT AT
 OB0461'FORK.  AT 1.7 CROSS BRIDGE OVER BACK RIVER, A BRANCH OF THE
 OB0461'SHEEPSCOT.  AT 2.1 MILES TURN RIGHT AT FORK.  AT 2.15 MILES
 OB0461'CROSS ANOTHER BRIDGE APPROACHING BARTERS ISLAND.  AT 2.55 MILES,
 OB0461'AND WHERE ROAD CROSSES RIDGE, TURN RIGHT AT CHURCH ON RIGHT AND
 OB0461'FOLLOW THIS DIM ROUGH ROAD AROUND TO RIGHT AND BACK OF CHURCH
 OB0461'DOWN A SMALL RIDGE AND UP ANOTHER TO 2.95 MILES AND STATION.
 OB0461'A 20-FOOT STAND WAS ERECTED OVER THE STATION.  THE ISLAND IS
 OB0461'NOW KNOWN AS BARTERS ISLAND INSTEAD OF BARTOES ISLAND.
 OB0461
 OB0461                          STATION RECOVERY (1950)
 OB0461
 OB0461'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WFM)
 OB0461'RECOVERY NOTE BY K.G.C., 1934, IS COMPLETE AND ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1467 ***********************************************************************
 OC1467  DESIGNATION -  BARTON ISLAND FLAGPOLE
 OC1467  PID         -  OC1467
 OC1467  STATE/COUNTY-  ME/CUMBERLAND
 OC1467  USGS QUAD   -  FREEPORT (1970)
 OC1467
 OC1467                         *CURRENT SURVEY CONTROL
 OC1467  ___________________________________________________________________
 OC1467* NAD 83(1996)-  43 50 09.03379(N)    070 05 31.83750(W)     ADJUSTED  
 OC1467* NAVD 88     -                                                        
 OC1467  ___________________________________________________________________
 OC1467  LAPLACE CORR-           3.17  (seconds)                    DEFLEC99
 OC1467  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 OC1467
 OC1467  HORZ ORDER  -  THIRD
 OC1467
 OC1467.The horizontal coordinates were established by classical geodetic methods
 OC1467.and adjusted by the National Geodetic Survey in March 1998..
 OC1467
 OC1467
 OC1467.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1467
 OC1467.The geoid height was determined by GEOID03.
 OC1467
 OC1467;                    North         East     Units Scale Factor Converg.
 OC1467;SPC ME W     -   111,377.035   905,990.774   MT  0.99996711   +0 03 05.7
 OC1467;UTM  19      - 4,854,220.170   412,194.381   MT  0.99969483   -0 45 23.3
 OC1467
 OC1467                          SUPERSEDED SURVEY CONTROL
 OC1467
 OC1467  NAD 83(1992)-  43 50 09.03220(N)    070 05 31.83735(W) AD(       ) 4
 OC1467  NAD 83(1986)-  43 50 09.03819(N)    070 05 31.84236(W) AD(       ) 4
 OC1467  NAD 27      -  43 50 08.74500(N)    070 05 33.66300(W) AD(       ) 3
 OC1467
 OC1467.Superseded values are not recommended for survey control.
 OC1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1467.See file dsdata.txt to determine how the superseded data were derived.
 OC1467
 OC1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ1219454220(NAD 83)
 OC1467
 OC1467  HISTORY     - Date     Condition        Report By
 OC1467  HISTORY     - 1941     MONUMENTED       CGS
 OC1467
 OC1467                          STATION DESCRIPTION
 OC1467
 OC1467'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FLP)
 OC1467'STATION IS A PROMINENT WHITE FLAGPOLE ON BARTON ISLAND, ABOUT
 OC1467'1 MILE N OF SOUTH FREEPORT.  STATION IS NOT MARKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2030 ***********************************************************************
 PE2030  DESIGNATION -  BASE 1945
 PE2030  PID         -  PE2030
 PE2030  STATE/COUNTY-  ME/KNOX
 PE2030  USGS QUAD   -  ISLE AU HAUT WEST (1983)
 PE2030
 PE2030                         *CURRENT SURVEY CONTROL
 PE2030  ___________________________________________________________________
 PE2030* NAD 83(1996)-  44 00 17.67537(N)    068 39 24.12810(W)     ADJUSTED  
 PE2030* NAVD 88     -        29.     (meters)      95.     (feet)  SCALED    
 PE2030  ___________________________________________________________________
 PE2030  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 PE2030  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 PE2030
 PE2030  HORZ ORDER  -  THIRD
 PE2030
 PE2030.The horizontal coordinates were established by classical geodetic methods
 PE2030.and adjusted by the National Geodetic Survey in March 1998..
 PE2030
 PE2030.The orthometric height was scaled from a topographic map.
 PE2030
 PE2030.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2030
 PE2030.The geoid height was determined by GEOID03.
 PE2030
 PE2030;                    North         East     Units Scale Factor Converg.
 PE2030;SPC ME E     -    37,590.051   287,433.802   MT  0.99990194   -0 06 31.9
 PE2030;UTM  19      - 4,872,475.444   527,521.328   MT  0.99960932   +0 14 18.6
 PE2030
 PE2030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2030!SPC ME E     -   0.99999936  x   0.99990194  =   0.99990130
 PE2030!UTM  19      -   0.99999936  x   0.99960932  =   0.99960868
 PE2030
 PE2030:                Primary Azimuth Mark                     Grid Az
 PE2030:SPC ME E     -  HERON NECK LIGHTHOUSE                    277 59 04.8
 PE2030:UTM  19      -  HERON NECK LIGHTHOUSE                    277 38 14.3
 PE2030
 PE2030|---------------------------------------------------------------------|
 PE2030| PID    Reference Object                     Distance      Geod. Az  |
 PE2030|                                                           dddmmss.s |
 PE2030| PE2083 HERON NECK LIGHTHOUSE               APPROX.16.6 KM 2775232.9 |
 PE2030| PE2036 SADDLEBACK LEDGE LIGHTHOUSE         APPROX. 5.7 KM 2803921.3 |
 PE2030| PE2041 DEER ISLAND THOROFARE LH            APPROX.14.9 KM 3452835.4 |
 PE2030|---------------------------------------------------------------------|
 PE2030
 PE2030                          SUPERSEDED SURVEY CONTROL
 PE2030
 PE2030  NAD 83(1992)-  44 00 17.68312(N)    068 39 24.10684(W) AD(       ) 3
 PE2030  NAD 83(1986)-  44 00 17.68173(N)    068 39 24.10019(W) AD(       ) 3
 PE2030  NAD 27      -  44 00 17.38000(N)    068 39 26.07000(W) AD(       ) 3
 PE2030
 PE2030.Superseded values are not recommended for survey control.
 PE2030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2030.See file dsdata.txt to determine how the superseded data were derived.
 PE2030
 PE2030_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ2752172475(NAD 83)
 PE2030
 PE2030  HISTORY     - Date     Condition        Report By
 PE2030  HISTORY     - 1945     MONUMENTED       CGS
 PE2030  HISTORY     - 1956     SEE DESCRIPTION  CGS
 PE2030
 PE2030                          STATION DESCRIPTION
 PE2030
 PE2030'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (WFD)
 PE2030'STATION IS A BRONZE DISC SET IN DRILL HOLE IN ROCK LEDGE ON
 PE2030'WESTERN SIDE OF WESTERN EAR, APPROXIMATELY 150 METERS SOUTH OF
 PE2030'THE NORTHERN TIP OF WESTERN EAR, SIX METERS IN FROM THE MEAN
 PE2030'HIGH-WATER LINE.
 PE2030'
 PE2030'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK 10 FEET.
 PE2030
 PE2030                          STATION RECOVERY (1956)
 PE2030
 PE2030'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 PE2030'THE STATION WAS RECOVERED IN GOOD CONDITION.  IT IS MARKED BY A
 PE2030'TOPOGRAPHIC DISK, STAMPED BASE 1945.  THE ORIGINAL DESCRIPTION IS
 PE2030'ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0217 ***********************************************************************
 SF0217  DESIGNATION -  BASILE
 SF0217  PID         -  SF0217
 SF0217  STATE/COUNTY-  ME/AROOSTOOK
 SF0217  USGS QUAD   -  GRAND ISLE (1986)
 SF0217
 SF0217                         *CURRENT SURVEY CONTROL
 SF0217  ___________________________________________________________________
 SF0217* NAD 83(1996)-  47 21 23.88845(N)    068 13 04.92648(W)     ADJUSTED  
 SF0217* NAVD 88     -       178.2    (meters)     585.     (feet)  VERTCON   
 SF0217  ___________________________________________________________________
 SF0217  LAPLACE CORR-           5.68  (seconds)                    DEFLEC99
 SF0217  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 SF0217
 SF0217  HORZ ORDER  -  SECOND
 SF0217
 SF0217.The horizontal coordinates were established by classical geodetic methods
 SF0217.and adjusted by the National Geodetic Survey in March 1998..
 SF0217
 SF0217.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0217.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0217
 SF0217.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0217
 SF0217.The geoid height was determined by GEOID03.
 SF0217
 SF0217;                    North         East     Units Scale Factor Converg.
 SF0217;SPC ME E     -   410,107.239   321,299.867   MT  0.99990557   +0 12 26.7
 SF0217;UTM  19      - 5,245,093.407   559,052.444   MT  0.99964285   +0 34 30.8
 SF0217
 SF0217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0217!SPC ME E     -   0.99997579  x   0.99990557  =   0.99988136
 SF0217!UTM  19      -   0.99997579  x   0.99964285  =   0.99961865
 SF0217
 SF0217|---------------------------------------------------------------------|
 SF0217| PID    Reference Object                     Distance      Geod. Az  |
 SF0217|                                                           dddmmss.s |
 SF0217| DA4734 BASILE RM 1                           7.226 METERS 18752     |
 SF0217| SF0262 MADAWASKA CAB TV MAST IBC 1973      APPROX.10.2 KM 2530701.9 |
 SF0217| SF0218 ST B CATH CH E SP IBC 1973          APPROX. 1.0 KM 2720526.2 |
 SF0217| SF0219 ST B CATH CH W SP IBC 1973          APPROX. 1.0 KM 2721958.5 |
 SF0217| SF0220 ST BASILE HOSP SP IBC 1951          APPROX. 1.3 KM 2770546.6 |
 SF0217| DA4735 BASILE RM 2                           8.809 METERS 33338     |
 SF0217|---------------------------------------------------------------------|
 SF0217
 SF0217                          SUPERSEDED SURVEY CONTROL
 SF0217
 SF0217  NAD 83(1992)-  47 21 23.88386(N)    068 13 04.92380(W) AD(       ) 2
 SF0217  NAD 83(1986)-  47 21 23.88796(N)    068 13 04.91480(W) AD(       ) 2
 SF0217  NAD 27      -  47 21 23.74252(N)    068 13 06.77145(W) AD(       ) 2
 SF0217  NGVD 29 (07/19/86)  178.3    (m)          585.     (f) VERT ANG       
 SF0217
 SF0217.Superseded values are not recommended for survey control.
 SF0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0217.See file dsdata.txt to determine how the superseded data were derived.
 SF0217
 SF0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN5905245093(NAD 83)
 SF0217_MARKER: Z = SEE DESCRIPTION
 SF0217_SETTING: 0 = UNSPECIFIED SETTING
 SF0217
 SF0217  HISTORY     - Date     Condition        Report By
 SF0217  HISTORY     - 1973     MONUMENTED       IBC
 SF0217  HISTORY     - 1975     GOOD             NGS
 SF0217
 SF0217                          STATION DESCRIPTION
 SF0217
 SF0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CRM)
 SF0217'THE MONUMENT AND REFERENCE MARKS WERE RECOVERED AND FOUND IN
 SF0217'GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2094 ***********************************************************************
 PE2094  DESIGNATION -  BASIN 1868
 PE2094  PID         -  PE2094
 PE2094  STATE/COUNTY-  ME/KNOX
 PE2094  USGS QUAD   -  LEADBETTER ISLAND (1982)
 PE2094
 PE2094                         *CURRENT SURVEY CONTROL
 PE2094  ___________________________________________________________________
 PE2094* NAD 83(1996)-  44 04 30.69212(N)    068 52 40.46343(W)     ADJUSTED  
 PE2094* NAVD 88     -        34.     (meters)     112.     (feet)  SCALED    
 PE2094  ___________________________________________________________________
 PE2094  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 PE2094  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 PE2094
 PE2094  HORZ ORDER  -  THIRD
 PE2094
 PE2094.The horizontal coordinates were established by classical geodetic methods
 PE2094.and adjusted by the National Geodetic Survey in March 1998..
 PE2094
 PE2094.The orthometric height was scaled from a topographic map.
 PE2094
 PE2094.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2094
 PE2094.The geoid height was determined by GEOID03.
 PE2094
 PE2094;                    North         East     Units Scale Factor Converg.
 PE2094;SPC ME E     -    45,456.063   269,730.883   MT  0.99991126   -0 15 46.3
 PE2094;UTM  19      - 4,880,231.580   509,776.366   MT  0.99960118   +0 05 05.7
 PE2094
 PE2094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2094!SPC ME E     -   0.99999861  x   0.99991126  =   0.99990987
 PE2094!UTM  19      -   0.99999861  x   0.99960118  =   0.99959979
 PE2094
 PE2094                          SUPERSEDED SURVEY CONTROL
 PE2094
 PE2094  NAD 83(1992)-  44 04 30.69789(N)    068 52 40.44343(W) AD(       ) 3
 PE2094  NAD 83(1986)-  44 04 30.70123(N)    068 52 40.44762(W) AD(       ) 3
 PE2094  NAD 27      -  44 04 30.41200(N)    068 52 42.36600(W) AD(       ) 3
 PE2094
 PE2094.Superseded values are not recommended for survey control.
 PE2094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2094.See file dsdata.txt to determine how the superseded data were derived.
 PE2094
 PE2094_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ0977680232(NAD 83)
 PE2094
 PE2094  HISTORY     - Date     Condition        Report By
 PE2094  HISTORY     - 1868     MONUMENTED       COASUR
 PE2094  HISTORY     - 1911     SEE DESCRIPTION  CGS
 PE2094  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2094
 PE2094                          STATION DESCRIPTION
 PE2094
 PE2094'DESCRIBED BY COAST AND GEODETIC SURVEY 1911
 PE2094'ON THE SUMMIT OF A HILL IN THE S END OF A PENINSULA ON THE W
 PE2094'SIDE OF VINAL HAVEN ISLAND LYING BETWEEN THE BASIN AND THE UPPER
 PE2094'PART OF HURRICANE SOUND.  BARTON ISLAND IS IMMEDIATELY TO THE
 PE2094'SOUTHWARD AND LEADBETTER ISLAND LESS THAN A MILE TO THE
 PE2094'WESTWARD.
 PE2094'
 PE2094'THE STATION IS ON A BARE LEDGE AND IS A COPPER BOLT SET IN A
 PE2094'HOLE IN A ROCK.
 PE2094'
 PE2094'TWO REFERENCE MARKS, 3/4-INCH DRILL HOLES FILLED WITH LEAD, ARE
 PE2094'PLACED RESPECTIVELY, 21.14 METERS SSE, AND 17.89 METERS W BY
 PE2094'N FROM THE STATION.
 PE2094
 PE2094                          STATION RECOVERY (1943)
 PE2094
 PE2094'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2094'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.  THERE
 PE2094'IS A 3-FOOT ROCK CAIRN BUILT OVER STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1692 ***********************************************************************
 OC1692  DESIGNATION -  BASKET RESET
 OC1692  PID         -  OC1692
 OC1692  STATE/COUNTY-  ME/CUMBERLAND
 OC1692  USGS QUAD   -  PORTLAND EAST (1975)
 OC1692
 OC1692                         *CURRENT SURVEY CONTROL
 OC1692  ___________________________________________________________________
 OC1692* NAD 83(1996)-  43 43 59.40155(N)    070 10 02.93290(W)     ADJUSTED  
 OC1692* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 OC1692  ___________________________________________________________________
 OC1692  LAPLACE CORR-           3.64  (seconds)                    DEFLEC99
 OC1692  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 OC1692
 OC1692  HORZ ORDER  -  THIRD
 OC1692
 OC1692.The horizontal coordinates were established by classical geodetic methods
 OC1692.and adjusted by the National Geodetic Survey in March 1998..
 OC1692
 OC1692.The orthometric height was scaled from a topographic map.
 OC1692
 OC1692.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1692
 OC1692.The geoid height was determined by GEOID03.
 OC1692
 OC1692;                    North         East     Units Scale Factor Converg.
 OC1692;SPC ME W     -    99,966.632   899,934.367   MT  0.99996667   -0 00 02.0
 OC1692;UTM  19      - 4,842,899.237   405,979.449   MT  0.99970873   -0 48 25.7
 OC1692
 OC1692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1692!SPC ME W     -   1.00000397  x   0.99996667  =   0.99997064
 OC1692!UTM  19      -   1.00000397  x   0.99970873  =   0.99971269
 OC1692
 OC1692|---------------------------------------------------------------------|
 OC1692| PID    Reference Object                     Distance      Geod. Az  |
 OC1692|                                                           dddmmss.s |
 OC1692| OC1679 EAST BASKET USE 1909                119.056 METERS 06100     |
 OC1692| OC1520 GREAT CHEBEAG IS CHURCH BELFRY      APPROX. 3.6 KM 0835858.3 |
 OC1692| OC1683 LOWER BASKET LEDGE SPINDLE USE      APPROX. 0.9 KM 1092927.5 |
 OC1692| OC1522 HOPE IS S CHIM W WING LGE HSE       APPROX. 5.1 KM 1323744.9 |
 OC1692| OC1691 LONGIS W SIDE CH CROSS N END        APPROX. 5.0 KM 1802713.7 |
 OC1692| OC1745 MC KINLEY WATER TOWER               APPROX. 6.0 KM 2015022.5 |
 OC1692| OC1768 FALMOUTH STANDPIPE                  APPROX. 3.6 KM 2812010.8 |
 OC1692| OC1713 STURDEVANT I CHIM N END REDHSE      APPROX. 1.6 KM 2882220.6 |
 OC1692| CE7219 BASKET RM 1                          15.485 METERS 31953     |
 OC1692|---------------------------------------------------------------------|
 OC1692
 OC1692                          SUPERSEDED SURVEY CONTROL
 OC1692
 OC1692  NAD 83(1992)-  43 43 59.39983(N)    070 10 02.93333(W) AD(       ) 3
 OC1692  NAD 83(1986)-  43 43 59.40588(N)    070 10 02.93874(W) AD(       ) 3
 OC1692  NAD 27      -  43 43 59.11800(N)    070 10 04.76000(W) AD(       ) 3
 OC1692
 OC1692.Superseded values are not recommended for survey control.
 OC1692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1692.See file dsdata.txt to determine how the superseded data were derived.
 OC1692
 OC1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0597942899(NAD 83)
 OC1692_MARKER: DD = SURVEY DISK
 OC1692_SETTING: 66 = SET IN ROCK OUTCROP
 OC1692
 OC1692  HISTORY     - Date     Condition        Report By
 OC1692  HISTORY     - 1933     MONUMENTED       USE
 OC1692  HISTORY     - 1941     GOOD             CGS
 OC1692  HISTORY     - 1979     GOOD             LOCENG
 OC1692
 OC1692                          STATION DESCRIPTION
 OC1692
 OC1692'DESCRIBED BY US ENGINEERS 1933 (CMD)
 OC1692'THE STATION IS ON THE MOST PROMINENT LEDGE OF ROCK ON THE SOUTH
 OC1692'TIP OF BASKET ISLAND, 3 METERS S OF BUSH LINE AND 8 METERS FROM
 OC1692'HIGH-WATER LINE ON S TIP OF LEDGE, AND IS ABOUT 1-1/2 METERS
 OC1692'ABOVE HIGH-WATER LINE.
 OC1692'
 OC1692'STATION WAS RE-MARKED AND ONE REFERENCE MARK ESTABLISHED.  MARKS
 OC1692'ARE STANDARD DISKS WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.
 OC1692'
 OC1692'REFERENCE MARK NO. 1 IS NW OF THE STATION ON ANOTHER PROMINENT
 OC1692'LEDGE ACROSS A NARROW GUT.
 OC1692'
 OC1692'EAST BASKET U.S.E. IS NE OF THE STATION ON A SHARP LOW POINT, JUST
 OC1692'OUTSIDE THE BUSH LINE, AND WAS USED AS A REFERENCE MARK.  IT IS
 OC1692'MARKED BY A STANDARD DISK STATION MARK WEDGED IN A DRILL HOLE IN
 OC1692'OUTCROPPING BEDROCK.
 OC1692'
 OC1692'HEIGHT OF SIGNAL ABOVE STATION MARK - 4.19 METERS.
 OC1692
 OC1692                          STATION RECOVERY (1941)
 OC1692
 OC1692'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FLP)
 OC1692'RECOVERED AS DESCRIBED IN 1933.
 OC1692
 OC1692                          STATION RECOVERY (1979)
 OC1692
 OC1692'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979 (DAM)
 OC1692'STATION RECOVERED BY WHITMAN AND HOWARD, INC.
 OC1692'
 OC1692'BASKET USE GOOD
 OC1692'
 OC1692'THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1835 ***********************************************************************
 PE1835  DESIGNATION -  BASS HARBOR HEAD LIGHTHOUSE
 PE1835  PID         -  PE1835
 PE1835  STATE/COUNTY-  ME/HANCOCK
 PE1835  USGS QUAD   -  BASS HARBOR (1983)
 PE1835
 PE1835                         *CURRENT SURVEY CONTROL
 PE1835  ___________________________________________________________________
 PE1835* NAD 83(1996)-  44 13 19.06090(N)    068 20 14.24610(W)     ADJUSTED  
 PE1835* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 PE1835  ___________________________________________________________________
 PE1835  LAPLACE CORR-           4.24  (seconds)                    DEFLEC99
 PE1835  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 PE1835
 PE1835  HORZ ORDER  -  THIRD
 PE1835
 PE1835.The horizontal coordinates were established by classical geodetic methods
 PE1835.and adjusted by the National Geodetic Survey in March 1998..
 PE1835
 PE1835.The orthometric height was scaled from a topographic map.
 PE1835
 PE1835.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1835
 PE1835.The geoid height was determined by GEOID03.
 PE1835
 PE1835;                    North         East     Units Scale Factor Converg.
 PE1835;SPC ME E     -    61,706.139   313,000.253   MT  0.99990208   +0 06 48.5
 PE1835;UTM  19      - 4,896,739.591   552,933.693   MT  0.99963446   +0 27 44.0
 PE1835
 PE1835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1835!SPC ME E     -   1.00000305  x   0.99990208  =   0.99990513
 PE1835!UTM  19      -   1.00000305  x   0.99963446  =   0.99963751
 PE1835
 PE1835:                Primary Azimuth Mark                     Grid Az
 PE1835:SPC ME E     -  GREAT DUCK ISLAND LIGHTHOUSE             140 21 34.0
 PE1835:UTM  19      -  GREAT DUCK ISLAND LIGHTHOUSE             140 00 38.5
 PE1835
 PE1835|---------------------------------------------------------------------|
 PE1835| PID    Reference Object                     Distance      Geod. Az  |
 PE1835|                                                           dddmmss.s |
 PE1835| PE1821 GREAT DUCK ISLAND LIGHTHOUSE        APPROX.11.5 KM 1402822.5 |
 PE1835|---------------------------------------------------------------------|
 PE1835
 PE1835                          SUPERSEDED SURVEY CONTROL
 PE1835
 PE1835  NAD 83(1992)-  44 13 19.06808(N)    068 20 14.23856(W) AD(       ) 4
 PE1835  NAD 83(1986)-  44 13 19.06843(N)    068 20 14.24395(W) AD(       ) 4
 PE1835  NAD 27      -  44 13 18.78500(N)    068 20 16.16600(W) AD(       ) 3
 PE1835
 PE1835.Superseded values are not recommended for survey control.
 PE1835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1835.See file dsdata.txt to determine how the superseded data were derived.
 PE1835
 PE1835_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ5293496740(NAD 83)
 PE1835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE1835+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2004
 PE1835
 PE1835  HISTORY     - Date     Condition        Report By
 PE1835  HISTORY     - UNK      MONUMENTED
 PE1835  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE1835  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE1835  HISTORY     - 1953     SEE DESCRIPTION  CGS
 PE1835  HISTORY     - 20040802 GOOD             USPSQD
 PE1835
 PE1835                          STATION DESCRIPTION
 PE1835
 PE1835'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1835'THE LIGHTHOUSE ON THE SOUTHERNMOST POINT OF MOUNT DESERT
 PE1835'ISLAND.  ACCORDING TO THE LIGHTKEEPER AND THE LIGHT LIST THE
 PE1835'LIGHT HAS REMAINED UNCHANGED SINCE IT WAS CONSTRUCTED IN
 PE1835'1858.  IT IS A WHITE TOWER CONNECTED TO A HOUSE.
 PE1835
 PE1835                          STATION RECOVERY (1944)
 PE1835
 PE1835'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1835'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED BY K.G.C. IN
 PE1835'1934.  ACCORDING TO INFORMATION OBTAINED FROM THE LIGHT LIST AND
 PE1835'LIGHTKEEPER, THE LIGHTHOUSE HAS NOT BEEN CHANGED SINCE
 PE1835'IT WAS BUILT.
 PE1835
 PE1835                          STATION RECOVERY (1953)
 PE1835
 PE1835'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (DFR)
 PE1835'STATION WAS RECOVERED.  DESCRIPTION IS ADEQUATE.  LIGHT IS
 PE1835'UNCHANGED.  STATION IS EASILY REACHED BY A GOOD ROAD
 PE1835'FROM MC KINLEY.
 PE1835
 PE1835                          STATION RECOVERY (2004)
 PE1835
 PE1835'RECOVERY NOTE BY US POWER SQUADRON 2004
 PE1835'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1836 ***********************************************************************
 PE1836  DESIGNATION -  BASS HARBOR RESET
 PE1836  PID         -  PE1836
 PE1836  STATE/COUNTY-  ME/HANCOCK
 PE1836  USGS QUAD   -  BASS HARBOR (1983)
 PE1836
 PE1836                         *CURRENT SURVEY CONTROL
 PE1836  ___________________________________________________________________
 PE1836* NAD 83(1996)-  44 13 27.83934(N)    068 20 05.95682(W)     ADJUSTED  
 PE1836* NAVD 88     -        37.     (meters)     121.     (feet)  SCALED    
 PE1836  ___________________________________________________________________
 PE1836  LAPLACE CORR-           4.23  (seconds)                    DEFLEC99
 PE1836  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 PE1836
 PE1836  HORZ ORDER  -  SECOND
 PE1836
 PE1836.The horizontal coordinates were established by classical geodetic methods
 PE1836.and adjusted by the National Geodetic Survey in March 1998..
 PE1836
 PE1836.The orthometric height was scaled from a topographic map.
 PE1836
 PE1836.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1836
 PE1836.The geoid height was determined by GEOID03.
 PE1836
 PE1836;                    North         East     Units Scale Factor Converg.
 PE1836;SPC ME E     -    61,977.432   313,183.681   MT  0.99990214   +0 06 54.3
 PE1836;UTM  19      - 4,897,011.923   553,115.418   MT  0.99963470   +0 27 49.8
 PE1836
 PE1836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1836!SPC ME E     -   0.99999803  x   0.99990214  =   0.99990018
 PE1836!UTM  19      -   0.99999803  x   0.99963470  =   0.99963274
 PE1836
 PE1836:                Primary Azimuth Mark                     Grid Az
 PE1836:SPC ME E     -  WEST PEAK                                340 59 07.9
 PE1836:UTM  19      -  WEST PEAK                                340 38 12.4
 PE1836
 PE1836|---------------------------------------------------------------------|
 PE1836| PID    Reference Object                     Distance      Geod. Az  |
 PE1836|                                                           dddmmss.s |
 PE1836| PE1905 WEST PEAK                           APPROX. 9.2 KM 3410602.2 |
 PE1836|---------------------------------------------------------------------|
 PE1836
 PE1836                          SUPERSEDED SURVEY CONTROL
 PE1836
 PE1836  NAD 83(1992)-  44 13 27.84637(N)    068 20 05.94926(W) AD(       ) 2
 PE1836  NAD 83(1986)-  44 13 27.84663(N)    068 20 05.95476(W) AD(       ) 2
 PE1836  NAD 27      -  44 13 27.55800(N)    068 20 07.88800(W) AD(       ) 2
 PE1836
 PE1836.Superseded values are not recommended for survey control.
 PE1836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1836.See file dsdata.txt to determine how the superseded data were derived.
 PE1836
 PE1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ5311597012(NAD 83)
 PE1836_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PE1836+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2004
 PE1836
 PE1836  HISTORY     - Date     Condition        Report By
 PE1836  HISTORY     - 1934     MONUMENTED       CGS
 PE1836  HISTORY     - 1902     SEE DESCRIPTION  CGS
 PE1836  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE1836  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE1836  HISTORY     - 1988     GOOD             USPSQD
 PE1836  HISTORY     - 20040802 GOOD             GEOCAC
 PE1836  HISTORY     - 20050922 MARK NOT FOUND   USPSQD
 PE1836
 PE1836                          STATION DESCRIPTION
 PE1836
 PE1836'DESCRIBED BY COAST AND GEODETIC SURVEY 1902
 PE1836'ON A HILL ON BASS HARBOR HEAD, MOUNT DESERT ISLAND, ABOUT 300
 PE1836'METERS NE OF THE LIGHTHOUSE.
 PE1836'
 PE1836'THE SUMMIT OF THE HILL IS BARE AND ROCKY AND THE STATION IS
 PE1836'A COPPER BOLT SET IN A HOLE IN A ROCK.
 PE1836
 PE1836                          STATION RECOVERY (1934)
 PE1836
 PE1836'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1836'ON BASS HARBOR HEAD WHICH LIES IN THE MOST SOUTHERNLY TIP OF
 PE1836'MOUNT DESERT ISLAND AND WHICH LIES BETWEEN BASS HARBOR AND
 PE1836'SHIP HARBOR.
 PE1836'
 PE1836'THE STATION IS IN A CLEARED AREA, SURROUNDED BY TREES AND
 PE1836'ABOUT 1/4 MILE N OF BASS HARBOR HEAD LIGHTHOUSE.
 PE1836'
 PE1836'THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 PE1836'WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.  THE REFERENCE
 PE1836'MARKS WERE ESTABLISHED IN BARE LEDGE.
 PE1836'
 PE1836'TO REACH FROM SOUTHWEST HARBOR, GO S ON HIGHWAY 102 ABOUT 2
 PE1836'MILES AND TURN LEFT AT SIGN MC KINLEY 1 MILE.  FOLLOW 0.8 MILE
 PE1836'AND KEEP LEFT FORK.  CONTINUE 0.7 MILE AND KEEP STRAIGHT AHEAD
 PE1836'ON DIRT ROAD WHERE MAIN ROAD TURN LEFT.  FOLLOW 0.5 MILE TO A
 PE1836'TRIANGULAR BLAZE ON LEFT AND FOLLOW CLEARED TRAIL E 0.1 MILE TO
 PE1836'STATION.
 PE1836'
 PE1836'A 30-FOOT TRIPOD AND SCAFFOLD WAS ERECTED OVER THE STATION IN 1934.
 PE1836
 PE1836                          STATION RECOVERY (1944)
 PE1836
 PE1836'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1836'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION AS
 PE1836'DESCRIBED BY K.G.C. IN 1934.
 PE1836
 PE1836                          STATION RECOVERY (1988)
 PE1836
 PE1836'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE1836'RECOVERED IN GOOD CONDITION.
 PE1836
 PE1836                          STATION RECOVERY (2004)
 PE1836
 PE1836'RECOVERY NOTE BY GEOCACHING 2004 (LEH)
 PE1836'MARKER AND ROD RECOVERED IN GOOD CONDITION.  THE 2005 NGS DATASHEET
 PE1836'ENTRY BY POWERSQUAD IS INACCURATE.  MARKER AND ROD ARE APPROX .21 MILE
 PE1836'NNE OF LIGHTHOUSE IN WOODED AREA.  MARKER WAS RECOVERED FROM UNDER A
 PE1836'PILE OF ROCKS.  FOR VERIFICATION SEE DETAILS FOR PE1836 AT
 PE1836'WWW.GEOCACHING.COM
 PE1836
 PE1836                          STATION RECOVERY (2005)
 PE1836
 PE1836'RECOVERY NOTE BY US POWER SQUADRON 2005 (AHE)
 PE1836'THE DIRT ROAD NOW IS PAVED. 0.5 MILE TO PARKING LOT FOR VIEWING BASS
 PE1836'HARBOR LIGHT. COULD BE UNDER A 50 TO 60 FT ANTENNA TOWER WHICH IS
 PE1836'SECURED WITH A LOCKED STOCKADE FENCE. A NPS RANGER COULD NOT SEE IT
 PE1836'PEEKING OVER THE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1534 ***********************************************************************
 OC1534  DESIGNATION -  BATES
 OC1534  PID         -  OC1534
 OC1534  STATE/COUNTY-  ME/CUMBERLAND
 OC1534  USGS QUAD   -  SOUTH HARPSWELL (1975)
 OC1534
 OC1534                         *CURRENT SURVEY CONTROL
 OC1534  ___________________________________________________________________
 OC1534* NAD 83(1996)-  43 42 48.20981(N)    070 04 23.55756(W)     ADJUSTED  
 OC1534* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 OC1534  ___________________________________________________________________
 OC1534  LAPLACE CORR-           3.04  (seconds)                    DEFLEC99
 OC1534  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 OC1534
 OC1534  HORZ ORDER  -  THIRD
 OC1534
 OC1534.The horizontal coordinates were established by classical geodetic methods
 OC1534.and adjusted by the National Geodetic Survey in March 1998..
 OC1534
 OC1534.The orthometric height was scaled from a topographic map.
 OC1534
 OC1534.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1534
 OC1534.The geoid height was determined by GEOID03.
 OC1534
 OC1534;                    North         East     Units Scale Factor Converg.
 OC1534;SPC ME W     -    97,773.758   907,531.507   MT  0.99996736   +0 03 52.5
 OC1534;UTM  19      - 4,840,600.269   413,542.956   MT  0.99969194   -0 44 30.1
 OC1534
 OC1534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1534!SPC ME W     -   1.00000331  x   0.99996736  =   0.99997067
 OC1534!UTM  19      -   1.00000331  x   0.99969194  =   0.99969525
 OC1534
 OC1534:                Primary Azimuth Mark                     Grid Az
 OC1534:SPC ME W     -  HASKELL ISLAND                           083 01 31.9
 OC1534:UTM  19      -  HASKELL ISLAND                           083 49 54.5
 OC1534
 OC1534|---------------------------------------------------------------------|
 OC1534| PID    Reference Object                     Distance      Geod. Az  |
 OC1534|                                                           dddmmss.s |
 OC1534| OC1553 HASKELL ISLAND                      APPROX. 3.3 KM 0830524.4 |
 OC1534| OC1533 EAGLE ISLAND HOUSE CHIMNEY          APPROX. 1.7 KM 0935644.0 |
 OC1534| CE7220 BATES RM 1                           26.693 METERS 23041     |
 OC1534| OC1537 MINISTERIAL IS HOUSE CHIMNEY        315.211 METERS 29642     |
 OC1534| CE7221 BATES RM 2                            6.514 METERS 35346     |
 OC1534|---------------------------------------------------------------------|
 OC1534
 OC1534                          SUPERSEDED SURVEY CONTROL
 OC1534
 OC1534  NAD 83(1992)-  43 42 48.20783(N)    070 04 23.55788(W) AD(       ) 3
 OC1534  NAD 83(1986)-  43 42 48.21376(N)    070 04 23.56314(W) AD(       ) 3
 OC1534  NAD 27      -  43 42 47.91200(N)    070 04 25.39300(W) AD(       ) 3
 OC1534
 OC1534.Superseded values are not recommended for survey control.
 OC1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1534.See file dsdata.txt to determine how the superseded data were derived.
 OC1534
 OC1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ1354340600(NAD 83)
 OC1534_MARKER: DS = TRIANGULATION STATION DISK
 OC1534_SETTING: 66 = SET IN ROCK OUTCROP
 OC1534
 OC1534  HISTORY     - Date     Condition        Report By
 OC1534  HISTORY     - 1933     MONUMENTED       CGS
 OC1534  HISTORY     - 1941     GOOD             CGS
 OC1534  HISTORY     - 1979     GOOD             LOCENG
 OC1534
 OC1534                          STATION DESCRIPTION
 OC1534
 OC1534'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1534'STATION IS ON THE NE END OF BATES ISLAND, ABOUT 135 METERS FROM
 OC1534'EXTREME NE END OF ISLAND, 5 METERS E OF THE HIGHEST RIDGE ON THE
 OC1534'ISLAND, 15 METERS FROM HIGH-WATER LINE ON THE E SHORE AND 30 METERS
 OC1534'FROM HIGH-WATER LINE ON THE W SHORE.
 OC1534'
 OC1534'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS WEDGED IN
 OC1534'DRILL HOLES IN OUTCROPPING BEDROCK.
 OC1534'
 OC1534'THE STATION IS IN A ROCK LEDGE WHICH IS BARE FOR A LENGTH OF 1
 OC1534'METER AND A WIDTH OF 0.2 METERS.
 OC1534'
 OC1534'REFERENCE MARK NO.1 IS ON A SMALL KNOLL ON THE HIGHEST RIDGE
 OC1534'ALONG THE ISLAND, ABOUT 160 METERS FROM THE NE END AND EQUIDISTANT
 OC1534'FROM THE E AND W SHORE LINES.
 OC1534'
 OC1534'REFERENCE MARK NO.2 IS ON THE HIGHEST RIDGE ALONG THE ISLAND,
 OC1534'ABOUT 130 METERS FROM THE NORTHEAST END AND IS ABOUT 18 METERS
 OC1534'FROM THE EASTERN SHORE LINE.
 OC1534'
 OC1534'HEIGHT OF SIGNAL ABOVE STATION MARK - 5 METERS.
 OC1534
 OC1534                          STATION RECOVERY (1941)
 OC1534
 OC1534'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FLP)
 OC1534'RECOVERED AS DESCRIBED IN 1933.
 OC1534
 OC1534                          STATION RECOVERY (1979)
 OC1534
 OC1534'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979 (DAM)
 OC1534'STATION RECOVERED BY WHITMAN AND HOWARD, INC.
 OC1534'
 OC1534'BATES GOOD
 OC1534'
 OC1534'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0522 ***********************************************************************
 OB0522  DESIGNATION -  BATH
 OB0522  PID         -  OB0522
 OB0522  STATE/COUNTY-  ME/SAGADAHOC
 OB0522  USGS QUAD   -  BATH (1980)
 OB0522
 OB0522                         *CURRENT SURVEY CONTROL
 OB0522  ___________________________________________________________________
 OB0522* NAD 83(1996)-  43 54 47.78399(N)    069 50 46.44246(W)     ADJUSTED  
 OB0522* NAVD 88     -        50.4    (meters)     165.     (feet)  VERTCON   
 OB0522  ___________________________________________________________________
 OB0522  LAPLACE CORR-           2.41  (seconds)                    DEFLEC99
 OB0522  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 OB0522
 OB0522  HORZ ORDER  -  SECOND
 OB0522
 OB0522.The horizontal coordinates were established by classical geodetic methods
 OB0522.and adjusted by the National Geodetic Survey in March 1998..
 OB0522
 OB0522.The NAVD 88 height was computed by applying the VERTCON shift value to
 OB0522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OB0522
 OB0522.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0522
 OB0522.The geoid height was determined by GEOID03.
 OB0522
 OB0522;                    North         East     Units Scale Factor Converg.
 OB0522;SPC ME W     -   120,027.266   925,737.238   MT  0.99997481   +0 13 20.1
 OB0522;UTM  19      - 4,862,588.391   432,055.093   MT  0.99965678   -0 35 13.0
 OB0522
 OB0522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0522!SPC ME W     -   0.99999614  x   0.99997481  =   0.99997095
 OB0522!UTM  19      -   0.99999614  x   0.99965678  =   0.99965292
 OB0522
 OB0522:                Primary Azimuth Mark                     Grid Az
 OB0522:SPC ME W     -  MT ARARAT FIRE LOT 1933                  288 12 02.4
 OB0522:UTM  19      -  MT ARARAT FIRE LOT 1933                  289 00 35.5
 OB0522
 OB0522|---------------------------------------------------------------------|
 OB0522| PID    Reference Object                     Distance      Geod. Az  |
 OB0522|                                                           dddmmss.s |
 OB0522| OB0595 MT ARARAT FIRE LOT 1933             APPROX. 9.6 KM 2882522.5 |
 OB0522| CE7222 BATH AZ MK                                         2971120.0 |
 OB0522| OC1442 LISBON FALLS MUN TANK               APPROX.19.0 KM 2994640.3 |
 OB0522| OB0523 BATH PT A                            15.750 METERS 32818     |
 OB0522|---------------------------------------------------------------------|
 OB0522
 OB0522                          SUPERSEDED SURVEY CONTROL
 OB0522
 OB0522  NAD 83(1992)-  43 54 47.78277(N)    069 50 46.44211(W) AD(       ) 2
 OB0522  NAD 83(1986)-  43 54 47.78819(N)    069 50 46.44714(W) AD(       ) 2
 OB0522  NAD 27      -  43 54 47.49525(N)    069 50 48.28044(W) AD(       ) 2
 OB0522  NGVD 29 (07/19/86)   50.6    (m)          166.     (f) VERT ANG       
 OB0522
 OB0522.Superseded values are not recommended for survey control.
 OB0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0522.See file dsdata.txt to determine how the superseded data were derived.
 OB0522
 OB0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3205562588(NAD 83)
 OB0522_MARKER: DD = SURVEY DISK
 OB0522_SETTING: 66 = SET IN ROCK OUTCROP
 OB0522_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OB0522+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2003
 OB0522
 OB0522  HISTORY     - Date     Condition        Report By
 OB0522  HISTORY     - 1975     MONUMENTED       MEDT
 OB0522  HISTORY     - 20010419 GOOD             USPSQD
 OB0522  HISTORY     - 20031007 GOOD             USPSQD
 OB0522
 OB0522                          STATION DESCRIPTION
 OB0522
 OB0522'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975 (RCA)
 OB0522'THE STATION IS LOCATED ON TOP OF A LEDGE CUT, ON THE NORTH SIDE OF
 OB0522'U.S. ROUTE 1, 0.20 MILES WEST OF A REST AREA, 1.3 MILES WEST OF
 OB0522'BATH, 6.0 MILES EAST OF BRUNSWICK, 1.3 MILES EAST OF THE
 OB0522'CUMBERLAND-SAGADAHOC COUNTY LINE, AND THE NORTH SECTION OF WEST
 OB0522'BATH, ON PROPERTY OWNED BY THE STATE OF MAINE.
 OB0522'
 OB0522'TO REACH THE STATION FROM THE U.S. POST OFFICE IN BATH, GO SOUTH
 OB0522'ON U.S. ROUTE 1 FOR 0.10 MILES TO THE INTERSECTION OF STATE ROUTE
 OB0522'209 AND U.S. ROUTE 1, TURN LEFT FOR 100 FEET, THEN RIGHT AND
 OB0522'CONTINUE SOUTH ON U.S. ROUTE 1 TOWARDS BRUNSWICK, 1.75 MILES TO
 OB0522'THE STATION ON THE RIGHT.
 OB0522'
 OB0522'THE STATION IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION DISK,
 OB0522'STAMPED BATH 7-26-74, CEMENTED IN A DRILLHOLE IN OUTCROPPING
 OB0522'BEDROCK, FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 14.3 FEET
 OB0522'SOUTH OF A 7-INCH OAK TREE AND SIGN, 35.1 FEET SOUTHWEST OF A
 OB0522'TRIANGULAR BLAZED 14-INCH PINE TREE, 57.0 FEET NORTH OF THE
 OB0522'CENTERLINE OF U.S. ROUTE 1 SOUTHBOUND, AND ABOUT 10 FEET HIGHER
 OB0522'THAN THE ROAD.
 OB0522'
 OB0522'THE AZIMUTH MARK IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 OB0522'DISK, STAMPED BATH AZ MK 7-26-74, CEMENTED IN A DRILL HOLE IN
 OB0522'OUTCROPPING BEDROCK, FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 OB0522'40.6 FEET SOUTHEAST OF A HORIZONTAL NAIL IN A 10-INCH HEMLOCK,
 OB0522'8 FEET ABOVE THE GROUND, 27.7 FEET SOUTH OF A 7-INCH HEMLOCK AND
 OB0522'SIGN, 8 FEET NORTH OF THE FACE OF THE LEDGE CUT, 54 FEET NORTH
 OB0522'OF THE CENTERLINE OF U.S. ROUTE 1 SOUTHBOUND, AND ABOUT 35 FEET
 OB0522'HIGHER THAN THE ROAD.
 OB0522'
 OB0522'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON U.S. ROUTE
 OB0522'1 FOR 0.35 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 OB0522'
 OB0522'NO REFERENCE MARKS WERE SET AT THIS TIME.
 OB0522'
 OB0522'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 OB0522
 OB0522                          STATION RECOVERY (2001)
 OB0522
 OB0522'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 OB0522'RECOVERED IN GOOD CONDITION.
 OB0522
 OB0522                          STATION RECOVERY (2003)
 OB0522
 OB0522'RECOVERY NOTE BY US POWER SQUADRON 2003 (RMS)
 OB0522'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0498 ***********************************************************************
 OB0498  DESIGNATION -  BATH BAPTIST CHURCH SPIRE
 OB0498  PID         -  OB0498
 OB0498  STATE/COUNTY-  ME/SAGADAHOC
 OB0498  USGS QUAD   -  BATH (1980)
 OB0498
 OB0498                         *CURRENT SURVEY CONTROL
 OB0498  ___________________________________________________________________
 OB0498* NAD 83(1996)-  43 54 51.71816(N)    069 48 58.55851(W)     ADJUSTED  
 OB0498* NAVD 88     -                                                        
 OB0498  ___________________________________________________________________
 OB0498  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 OB0498  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 OB0498
 OB0498  HORZ ORDER  -  THIRD
 OB0498
 OB0498.The horizontal coordinates were established by classical geodetic methods
 OB0498.and adjusted by the National Geodetic Survey in March 1998..
 OB0498
 OB0498
 OB0498.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0498
 OB0498.The geoid height was determined by GEOID03.
 OB0498
 OB0498;                    North         East     Units Scale Factor Converg.
 OB0498;SPC ME W     -   120,158.460   928,143.743   MT  0.99997640   +0 14 34.9
 OB0498;UTM  19      - 4,862,685.554   434,462.438   MT  0.99965283   -0 33 58.2
 OB0498
 OB0498                          SUPERSEDED SURVEY CONTROL
 OB0498
 OB0498  NAD 83(1992)-  43 54 51.71705(N)    069 48 58.55716(W) AD(       ) 4
 OB0498  NAD 83(1986)-  43 54 51.72248(N)    069 48 58.56241(W) AD(       ) 4
 OB0498  NAD 27      -  43 54 51.43300(N)    069 49 00.40500(W) AD(       ) 3
 OB0498
 OB0498.Superseded values are not recommended for survey control.
 OB0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0498.See file dsdata.txt to determine how the superseded data were derived.
 OB0498
 OB0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3446262686(NAD 83)
 OB0498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OB0498+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2005
 OB0498
 OB0498  HISTORY     - Date     Condition        Report By
 OB0498  HISTORY     - 1855     MONUMENTED       COASUR
 OB0498  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0498  HISTORY     - 1983     GOOD             USPSQD
 OB0498  HISTORY     - 1990     GOOD             USPSQD
 OB0498  HISTORY     - 20010418 GOOD             USPSQD
 OB0498  HISTORY     - 20020915 GOOD             USPSQD
 OB0498  HISTORY     - 20031007 GOOD             USPSQD
 OB0498  HISTORY     - 20050225 GOOD             USPSQD
 OB0498
 OB0498                          STATION DESCRIPTION
 OB0498
 OB0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OB0498'COMPLETE NEW DESCRIPTION--
 OB0498'
 OB0498'THE CHURCH IS ON THE E SIDE OF WASHINGTON STREET IN THE CITY OF
 OB0498'BATH AND ON THE CORNER OF ELM AND WASHINGTON STREETS BETWEEN SUMMER
 OB0498'AND ELM STREET.  THE CHURCH IS NOW PAINTED WHITE.
 OB0498
 OB0498                          STATION RECOVERY (1983)
 OB0498
 OB0498'RECOVERY NOTE BY US POWER SQUADRON 1983 (SLP)
 OB0498'STATION RECOVERED GOOD (SEE ATTACHED PHOTOGRAPH).
 OB0498'
 OB0498'RECOVERED AS DESCRIBED.  DESCRIPTION COMPLETED AND ADEQUATE.
 OB0498'
 OB0498'8/15/83 1350 DST.
 OB0498
 OB0498                          STATION RECOVERY (1990)
 OB0498
 OB0498'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMW)
 OB0498'RECOVERED IN GOOD CONDITION.
 OB0498
 OB0498                          STATION RECOVERY (2001)
 OB0498
 OB0498'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 OB0498'RECOVERED IN GOOD CONDITION.
 OB0498
 OB0498                          STATION RECOVERY (2002)
 OB0498
 OB0498'RECOVERY NOTE BY US POWER SQUADRON 2002 (RHS)
 OB0498'RECOVERED IN GOOD CONDITION.
 OB0498
 OB0498                          STATION RECOVERY (2003)
 OB0498
 OB0498'RECOVERY NOTE BY US POWER SQUADRON 2003 (RMS)
 OB0498'RECOVERED IN GOOD CONDITION.
 OB0498
 OB0498                          STATION RECOVERY (2005)
 OB0498
 OB0498'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMW)
 OB0498'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0511 ***********************************************************************
 OB0511  DESIGNATION -  BATH BRIDGE C OF TOP OF W TWR
 OB0511  PID         -  OB0511
 OB0511  STATE/COUNTY-  ME/SAGADAHOC
 OB0511  USGS QUAD   -  BATH (1980)
 OB0511
 OB0511                         *CURRENT SURVEY CONTROL
 OB0511  ___________________________________________________________________
 OB0511* NAD 83(1996)-  43 54 40.83779(N)    069 48 35.12884(W)     ADJUSTED  
 OB0511* NAVD 88     -                                                        
 OB0511  ___________________________________________________________________
 OB0511  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 OB0511  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 OB0511
 OB0511  HORZ ORDER  -  THIRD
 OB0511
 OB0511.The horizontal coordinates were established by classical geodetic methods
 OB0511.and adjusted by the National Geodetic Survey in March 1998..
 OB0511
 OB0511
 OB0511.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0511
 OB0511.The geoid height was determined by GEOID03.
 OB0511
 OB0511;                    North         East     Units Scale Factor Converg.
 OB0511;SPC ME W     -   119,824.897   928,667.928   MT  0.99997677   +0 14 51.1
 OB0511;UTM  19      - 4,862,344.732   434,981.692   MT  0.99965199   -0 33 41.8
 OB0511
 OB0511                          SUPERSEDED SURVEY CONTROL
 OB0511
 OB0511  NAD 83(1992)-  43 54 40.83651(N)    069 48 35.12773(W) AD(       ) 4
 OB0511  NAD 83(1986)-  43 54 40.84200(N)    069 48 35.13296(W) AD(       ) 4
 OB0511  NAD 27      -  43 54 40.55000(N)    069 48 36.96800(W) AD(       ) 3
 OB0511
 OB0511.Superseded values are not recommended for survey control.
 OB0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0511.See file dsdata.txt to determine how the superseded data were derived.
 OB0511
 OB0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3498262345(NAD 83)
 OB0511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OB0511+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2004
 OB0511
 OB0511  HISTORY     - Date     Condition        Report By
 OB0511  HISTORY     - UNK      MONUMENTED
 OB0511  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0511  HISTORY     - 1988     GOOD             USPSQD
 OB0511  HISTORY     - 20010418 GOOD             USPSQD
 OB0511  HISTORY     - 20020915 GOOD             USPSQD
 OB0511  HISTORY     - 20031007 GOOD             USPSQD
 OB0511  HISTORY     - 20041020 GOOD             USPSQD
 OB0511
 OB0511                          STATION DESCRIPTION
 OB0511
 OB0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OB0511'A VERY INDEFINITE POINT IF THE CENTER OF THE TOWER WAS USED
 OB0511'AS THE STATION, FOR THERE ARE TWO DRUMS ON EACH TOWER, MORE
 OB0511'PROMINENT AND HIGHER THAN THE CENTER SECTION, AND ABOUT 20
 OB0511'FEET APART.
 OB0511
 OB0511                          STATION RECOVERY (1988)
 OB0511
 OB0511'RECOVERY NOTE BY US POWER SQUADRON 1988 (WSD)
 OB0511'RECOVERED IN GOOD CONDITION.
 OB0511
 OB0511                          STATION RECOVERY (2001)
 OB0511
 OB0511'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 OB0511'THE 1942 ASSESSMENT IS CORRECT.  THIS STATION DESCRIBES AN INDEFINITE
 OB0511'POINT.  THERE ARE TWO DRUMS, EVIDENTLY FOR THE LIFTING CABLES. THERE
 OB0511'IS NOTHING DISTINCT ABOUT THE BRIDGE TOWERS FOR A DESCRIBABLE STATION.
 OB0511' 
 OB0511
 OB0511                          STATION RECOVERY (2002)
 OB0511
 OB0511'RECOVERY NOTE BY US POWER SQUADRON 2002 (RHS)
 OB0511'RECOVERED IN GOOD CONDITION.
 OB0511
 OB0511                          STATION RECOVERY (2003)
 OB0511
 OB0511'RECOVERY NOTE BY US POWER SQUADRON 2003 (RMS)
 OB0511'RECOVERED IN GOOD CONDITION.
 OB0511
 OB0511                          STATION RECOVERY (2004)
 OB0511
 OB0511'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMW)
 OB0511'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0512 ***********************************************************************
 OB0512  DESIGNATION -  BATH BRIDGE C OF TOP OF E TWR
 OB0512  PID         -  OB0512
 OB0512  STATE/COUNTY-  ME/SAGADAHOC
 OB0512  USGS QUAD   -  BATH (1980)
 OB0512
 OB0512                         *CURRENT SURVEY CONTROL
 OB0512  ___________________________________________________________________
 OB0512* NAD 83(1996)-  43 54 40.97616(N)    069 48 31.72907(W)     ADJUSTED  
 OB0512* NAVD 88     -                                                        
 OB0512  ___________________________________________________________________
 OB0512  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 OB0512  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 OB0512
 OB0512  HORZ ORDER  -  THIRD
 OB0512
 OB0512.The horizontal coordinates were established by classical geodetic methods
 OB0512.and adjusted by the National Geodetic Survey in March 1998..
 OB0512
 OB0512
 OB0512.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0512
 OB0512.The geoid height was determined by GEOID03.
 OB0512
 OB0512;                    North         East     Units Scale Factor Converg.
 OB0512;SPC ME W     -   119,829.495   928,743.765   MT  0.99997682   +0 14 53.5
 OB0512;UTM  19      - 4,862,348.258   435,057.561   MT  0.99965187   -0 33 39.5
 OB0512
 OB0512                          SUPERSEDED SURVEY CONTROL
 OB0512
 OB0512  NAD 83(1992)-  43 54 40.97485(N)    069 48 31.72811(W) AD(       ) 4
 OB0512  NAD 83(1986)-  43 54 40.98028(N)    069 48 31.73346(W) AD(       ) 4
 OB0512  NAD 27      -  43 54 40.68800(N)    069 48 33.56900(W) AD(       ) 3
 OB0512
 OB0512.Superseded values are not recommended for survey control.
 OB0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0512.See file dsdata.txt to determine how the superseded data were derived.
 OB0512
 OB0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3505862348(NAD 83)
 OB0512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OB0512+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2004
 OB0512
 OB0512  HISTORY     - Date     Condition        Report By
 OB0512  HISTORY     - UNK      MONUMENTED
 OB0512  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0512  HISTORY     - 1988     GOOD             USPSQD
 OB0512  HISTORY     - 20010418 GOOD             USPSQD
 OB0512  HISTORY     - 20020915 GOOD             USPSQD
 OB0512  HISTORY     - 20031007 GOOD             USPSQD
 OB0512  HISTORY     - 20041020 GOOD             USPSQD
 OB0512
 OB0512                          STATION DESCRIPTION
 OB0512
 OB0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OB0512'A VERY INDEFINITE POINT IF THE CENTER OF THE TOWER WAS USED
 OB0512'AS THE STATION, FOR THERE ARE TWO DRUMS ON EACH TOWER, MORE
 OB0512'PROMINENT AND HIGHER THAN THE CENTER SECTION, AND ABOUT 20
 OB0512'FEET APART.
 OB0512
 OB0512                          STATION RECOVERY (1988)
 OB0512
 OB0512'RECOVERY NOTE BY US POWER SQUADRON 1988 (WSD)
 OB0512'RECOVERED IN GOOD CONDITION.
 OB0512
 OB0512                          STATION RECOVERY (2001)
 OB0512
 OB0512'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 OB0512'SEE OB0511 DESCRIBED.
 OB0512
 OB0512                          STATION RECOVERY (2002)
 OB0512
 OB0512'RECOVERY NOTE BY US POWER SQUADRON 2002 (RHS)
 OB0512'RECOVERED IN GOOD CONDITION.
 OB0512
 OB0512                          STATION RECOVERY (2003)
 OB0512
 OB0512'RECOVERY NOTE BY US POWER SQUADRON 2003 (RMS)
 OB0512'RECOVERED IN GOOD CONDITION.
 OB0512
 OB0512                          STATION RECOVERY (2004)
 OB0512
 OB0512'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMW)
 OB0512'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0499 ***********************************************************************
 OB0499  DESIGNATION -  BATH CALVINIST CHURCH SPIRE
 OB0499  PID         -  OB0499
 OB0499  STATE/COUNTY-  ME/SAGADAHOC
 OB0499  USGS QUAD   -  BATH (1980)
 OB0499
 OB0499                         *CURRENT SURVEY CONTROL
 OB0499  ___________________________________________________________________
 OB0499* NAD 83(1996)-  43 55 08.18269(N)    069 48 58.47649(W)     ADJUSTED  
 OB0499* NAVD 88     -                                                        
 OB0499  ___________________________________________________________________
 OB0499  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 OB0499  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 OB0499
 OB0499  HORZ ORDER  -  THIRD
 OB0499
 OB0499.The horizontal coordinates were established by classical geodetic methods
 OB0499.and adjusted by the National Geodetic Survey in March 1998..
 OB0499
 OB0499
 OB0499.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0499
 OB0499.The geoid height was determined by GEOID03.
 OB0499
 OB0499;                    North         East     Units Scale Factor Converg.
 OB0499;SPC ME W     -   120,666.613   928,143.417   MT  0.99997640   +0 14 35.0
 OB0499;UTM  19      - 4,863,193.497   434,469.287   MT  0.99965282   -0 33 58.3
 OB0499
 OB0499                          SUPERSEDED SURVEY CONTROL
 OB0499
 OB0499  NAD 83(1992)-  43 55 08.18163(N)    069 48 58.47512(W) AD(       ) 4
 OB0499  NAD 83(1986)-  43 55 08.18709(N)    069 48 58.48041(W) AD(       ) 4
 OB0499  NAD 27      -  43 55 07.90000(N)    069 49 00.29000(W) AD(       ) 3
 OB0499
 OB0499.Superseded values are not recommended for survey control.
 OB0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0499.See file dsdata.txt to determine how the superseded data were derived.
 OB0499
 OB0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3446963193(NAD 83)
 OB0499
 OB0499  HISTORY     - Date     Condition        Report By
 OB0499  HISTORY     - 1855     MONUMENTED       COASUR
 OB0499  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0499  HISTORY     - 1983     SEE DESCRIPTION  USPSQD
 OB0499  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 OB0499  HISTORY     - 20020916 MARK NOT FOUND   USPSQD
 OB0499
 OB0499                          STATION DESCRIPTION
 OB0499
 OB0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OB0499'COMPLETE NEW DESCRIPTION--
 OB0499'
 OB0499'THE CHURCH IS ON THE N SIDE OF NORTH STREET IN THE CITY OF
 OB0499'BATH, AND ON THE CORNER OF NORTH AND WILLOW STREETS.  THIS
 OB0499'CHURCH IS NOW KNOWN AS THE FIRST CHURCH OF CHRIST, SCIENTIST AND
 OB0499'IS NOW PAINTED WHITE.
 OB0499
 OB0499                          STATION RECOVERY (1983)
 OB0499
 OB0499'RECOVERY NOTE BY US POWER SQUADRON 1983 (SLP)
 OB0499'THERE IS NO CHURCH WITH A SPIRE ON THE CORNER OF NORTH AND WILLOW
 OB0499'STREETS, BATH, ME.  THERE IS A SMALL BROWN AND WHITE CHURCH, KNOWN
 OB0499'AS THE CHRISTIAN SCIENCE SOCIETY NOW LOCATED ON THE PROPERTY
 OB0499'DESCRIBED IN THE TEXT.  THE CHURCH ADDRESS IS 57 NORTH ST., BATH,
 OB0499'ME.  SEE ATTACHED PHOTOGRAPH.  NO ONE THAT I TALKED TO COULD
 OB0499'HELP WITH ANY INFORMATION.
 OB0499'
 OB0499'8/15/83 1500 DST.
 OB0499
 OB0499                          STATION RECOVERY (1990)
 OB0499
 OB0499'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMW)
 OB0499'MARK NOT FOUND.
 OB0499
 OB0499                          STATION RECOVERY (2002)
 OB0499
 OB0499'RECOVERY NOTE BY US POWER SQUADRON 2002 (RHS)
 OB0499'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0496 ***********************************************************************
 OB0496  DESIGNATION -  BATH CENTRAL CHURCH SPIRE
 OB0496  PID         -  OB0496
 OB0496  STATE/COUNTY-  ME/SAGADAHOC
 OB0496  USGS QUAD   -  BATH (1980)
 OB0496
 OB0496                         *CURRENT SURVEY CONTROL
 OB0496  ___________________________________________________________________
 OB0496* NAD 83(1996)-  43 54 46.67446(N)    069 49 00.40705(W)     ADJUSTED  
 OB0496* NAVD 88     -                                                        
 OB0496  ___________________________________________________________________
 OB0496  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 OB0496  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 OB0496
 OB0496  HORZ ORDER  -  THIRD
 OB0496
 OB0496.The horizontal coordinates were established by classical geodetic methods
 OB0496.and adjusted by the National Geodetic Survey in March 1998..
 OB0496
 OB0496
 OB0496.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0496
 OB0496.The geoid height was determined by GEOID03.
 OB0496
 OB0496;                    North         East     Units Scale Factor Converg.
 OB0496;SPC ME W     -   120,002.621   928,103.160   MT  0.99997638   +0 14 33.6
 OB0496;UTM  19      - 4,862,530.354   434,419.672   MT  0.99965290   -0 33 59.4
 OB0496
 OB0496                          SUPERSEDED SURVEY CONTROL
 OB0496
 OB0496  NAD 83(1992)-  43 54 46.67334(N)    069 49 00.40568(W) AD(       ) 4
 OB0496  NAD 83(1986)-  43 54 46.67882(N)    069 49 00.41095(W) AD(       ) 4
 OB0496  NAD 27      -  43 54 46.38800(N)    069 49 02.25400(W) AD(       ) 3
 OB0496
 OB0496.Superseded values are not recommended for survey control.
 OB0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0496.See file dsdata.txt to determine how the superseded data were derived.
 OB0496
 OB0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3442062530(NAD 83)
 OB0496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OB0496+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2005
 OB0496
 OB0496  HISTORY     - Date     Condition        Report By
 OB0496  HISTORY     - 1855     MONUMENTED       COASUR
 OB0496  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0496  HISTORY     - 1983     GOOD             USPSQD
 OB0496  HISTORY     - 1990     GOOD             USPSQD
 OB0496  HISTORY     - 20020915 GOOD             USPSQD
 OB0496  HISTORY     - 20031007 GOOD             USPSQD
 OB0496  HISTORY     - 20050225 GOOD             USPSQD
 OB0496
 OB0496                          STATION DESCRIPTION
 OB0496
 OB0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OB0496'COMPLETE NEW DESCRIPTION--
 OB0496'
 OB0496'THE CHURCH IS ON THE W SIDE OF WASHINGTON STREET IN THE CITY OF
 OB0496'BATH, BETWEEN CENTER AND ELM STREETS.  AT THE PRESENT TIME IT IS
 OB0496'PAINTED WHITE AND HAS FOUR SMALL SPIRES, ONE ON EACH CORNER OF THE
 OB0496'SQUARE-TOPPED TALL SPIRE.
 OB0496
 OB0496                          STATION RECOVERY (1983)
 OB0496
 OB0496'RECOVERY NOTE BY US POWER SQUADRON 1983 (SLP)
 OB0496'STATION RECOVERED GOOD.
 OB0496'
 OB0496'RECOVERED AS DESCRIBED.  DESCRIPTION SHOULD BE REVISED TO INCLUDE
 OB0496'THE FOLLOWING--THE STRUCTURE CEASED TO FUNCTION AS A CHURCH IN
 OB0496'1974.  IT IS NOW PAINTED BROWN AND KNOWN AS THE PERFORMING ARTS
 OB0496'CENTER AT BATH THE ADDRESS IS 804 WASHINGTON ST. BATH, ME AND IS
 OB0496'NOW LISTED IN THE NATIONAL REGISTER OF HISTORIC BUILDINGS.
 OB0496'
 OB0496'8/15/83 1345 DST.
 OB0496
 OB0496                          STATION RECOVERY (1990)
 OB0496
 OB0496'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMW)
 OB0496'RECOVERED IN GOOD CONDITION.
 OB0496
 OB0496                          STATION RECOVERY (2002)
 OB0496
 OB0496'RECOVERY NOTE BY US POWER SQUADRON 2002 (RHS)
 OB0496'RECOVERED IN GOOD CONDITION.
 OB0496
 OB0496                          STATION RECOVERY (2003)
 OB0496
 OB0496'RECOVERY NOTE BY US POWER SQUADRON 2003 (RMS)
 OB0496'RECOVERED IN GOOD CONDITION.
 OB0496
 OB0496                          STATION RECOVERY (2005)
 OB0496
 OB0496'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMW)
 OB0496'THE CHURCH IS NOW KNOWN AS THE CHOCOLATE CHURCH ARTS CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0494 ***********************************************************************
 OB0494  DESIGNATION -  BATH EPISCOPAL CHURCH SPIRE
 OB0494  PID         -  OB0494
 OB0494  STATE/COUNTY-  ME/SAGADAHOC
 OB0494  USGS QUAD   -  BATH (1980)
 OB0494
 OB0494                         *CURRENT SURVEY CONTROL
 OB0494  ___________________________________________________________________
 OB0494* NAD 83(1996)-  43 55 01.14058(N)    069 49 04.63406(W)     ADJUSTED  
 OB0494* NAVD 88     -                                                        
 OB0494  ___________________________________________________________________
 OB0494  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 OB0494  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 OB0494
 OB0494  HORZ ORDER  -  THIRD
 OB0494
 OB0494.The horizontal coordinates were established by classical geodetic methods
 OB0494.and adjusted by the National Geodetic Survey in March 1998..
 OB0494
 OB0494
 OB0494.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0494
 OB0494.The geoid height was determined by GEOID03.
 OB0494
 OB0494;                    North         East     Units Scale Factor Converg.
 OB0494;SPC ME W     -   120,448.691   928,006.965   MT  0.99997631   +0 14 30.7
 OB0494;UTM  19      - 4,862,977.593   434,329.815   MT  0.99965304   -0 34 02.5
 OB0494
 OB0494                          SUPERSEDED SURVEY CONTROL
 OB0494
 OB0494  NAD 83(1992)-  43 55 01.13949(N)    069 49 04.63269(W) AD(       ) 4
 OB0494  NAD 83(1986)-  43 55 01.14493(N)    069 49 04.63791(W) AD(       ) 4
 OB0494  NAD 27      -  43 55 00.85700(N)    069 49 06.47100(W) AD(       ) 3
 OB0494
 OB0494.Superseded values are not recommended for survey control.
 OB0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0494.See file dsdata.txt to determine how the superseded data were derived.
 OB0494
 OB0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3433062978(NAD 83)
 OB0494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OB0494+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2005
 OB0494
 OB0494  HISTORY     - Date     Condition        Report By
 OB0494  HISTORY     - 1855     MONUMENTED       COASUR
 OB0494  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0494  HISTORY     - 1983     SEE DESCRIPTION  USPSQD
 OB0494  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 OB0494  HISTORY     - 20020915 MARK NOT FOUND   USPSQD
 OB0494  HISTORY     - 20031007 GOOD             USPSQD
 OB0494  HISTORY     - 20050225 GOOD             USPSQD
 OB0494
 OB0494                          STATION DESCRIPTION
 OB0494
 OB0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OB0494'COMPLETE NEW DESCRIPTION--
 OB0494'
 OB0494'THE CHURCH IS ON THE W SIDE OF MIDDLE STREET IN THE CITY OF BATH
 OB0494'AND ON THE CORNER OF MIDDLE AND OAK STREETS.  IT IS NOW PAINTED
 OB0494'BROWN AND IS KNOWN AS THE GRACE EPISCOPAL CHURCH.
 OB0494
 OB0494                          STATION RECOVERY (1983)
 OB0494
 OB0494'RECOVERY NOTE BY US POWER SQUADRON 1983 (SLP)
 OB0494'THERE IS NO CHURCH LOCATED AT MIDDLE AND OAK STREETS, BATH, ME.
 OB0494'HOWEVER, THERE IS A CHURCH LOCATED AT MIDDLE AND WINTER STS.
 OB0494'IT IS KNOWN AS THE CHURCH OF NEW JERUSALEM (SEE ATTACHED
 OB0494'PHOTOGRAPH).  HOWEVER, THERE IS NO SPIRE ON THE CHURCH.
 OB0494'THEREFORE, IF DESCRIPTION IS REVISED TO READ--THE CHURCH IS ON THE
 OB0494'W SIDE OF MIDDLE STREET IN THE CITY OF BATH AND ON THE CORNER OF
 OB0494'MIDDLE AND WINTER STREETS.  IT IS NOW PAINTED WHITE AND IS KNOWN
 OB0494'AS THE CHURCH OF NEW JERUSALEM.
 OB0494'
 OB0494'8/15/83 1430 DST.
 OB0494
 OB0494                          STATION RECOVERY (1990)
 OB0494
 OB0494'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMW)
 OB0494'MARK NOT FOUND.
 OB0494
 OB0494                          STATION RECOVERY (2002)
 OB0494
 OB0494'RECOVERY NOTE BY US POWER SQUADRON 2002 (RHS)
 OB0494'MARK NOT FOUND.
 OB0494
 OB0494                          STATION RECOVERY (2003)
 OB0494
 OB0494'RECOVERY NOTE BY US POWER SQUADRON 2003 (RMS)
 OB0494'RECOVERED IN GOOD CONDITION.
 OB0494
 OB0494                          STATION RECOVERY (2005)
 OB0494
 OB0494'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMW)
 OB0494'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0524 ***********************************************************************
 OB0524  DESIGNATION -  BATH N MUN CONC TANK
 OB0524  PID         -  OB0524
 OB0524  STATE/COUNTY-  ME/SAGADAHOC
 OB0524  USGS QUAD   -  BATH (1980)
 OB0524
 OB0524                         *CURRENT SURVEY CONTROL
 OB0524  ___________________________________________________________________
 OB0524* NAD 83(1996)-  43 56 10.82591(N)    069 49 21.98125(W)     ADJUSTED  
 OB0524* NAVD 88     -                                                        
 OB0524  ___________________________________________________________________
 OB0524  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 OB0524  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 OB0524
 OB0524  HORZ ORDER  -  THIRD
 OB0524
 OB0524.The horizontal coordinates were established by classical geodetic methods
 OB0524.and adjusted by the National Geodetic Survey in March 1998..
 OB0524
 OB0524
 OB0524.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0524
 OB0524.The geoid height was determined by GEOID03.
 OB0524
 OB0524;                    North         East     Units Scale Factor Converg.
 OB0524;SPC ME W     -   122,597.774   927,610.997   MT  0.99997604   +0 14 19.0
 OB0524;UTM  19      - 4,865,131.360   433,964.363   MT  0.99965363   -0 34 15.3
 OB0524
 OB0524                          SUPERSEDED SURVEY CONTROL
 OB0524
 OB0524  NAD 83(1992)-  43 56 10.82470(N)    069 49 21.98094(W) AD(       ) 4
 OB0524  NAD 83(1986)-  43 56 10.83017(N)    069 49 21.98646(W) AD(       ) 4
 OB0524  NAD 27      -  43 56 10.54093(N)    069 49 23.79620(W) AD(       ) 3
 OB0524
 OB0524.Superseded values are not recommended for survey control.
 OB0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0524.See file dsdata.txt to determine how the superseded data were derived.
 OB0524
 OB0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3396465131(NAD 83)
 OB0524_MARKER: 53 = ELEVATED TANK
 OB0524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OB0524+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2005
 OB0524
 OB0524  HISTORY     - Date     Condition        Report By
 OB0524  HISTORY     - 1975     FIRST OBSERVED   NGS
 OB0524  HISTORY     - 20031007 GOOD             USPSQD
 OB0524  HISTORY     - 20050225 GOOD             USPSQD
 OB0524
 OB0524                          STATION DESCRIPTION
 OB0524
 OB0524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 OB0524'THE STATION, BATH MUNICIPAL NORTH TANK, IS THE TOP-CENTER OF THE
 OB0524'125 FOOT TALL, 2,533,000 GALLON, CONCRETE, TANK BELONGING TO THE
 OB0524'BATH WATER COMPANY.  THE STATION IS LOCATED ON A HILL 1500 FEET
 OB0524'FROM AN IRON GATE AT THE DRIVE ENTRANCE WHICH IS 0.1 MILES WEST
 OB0524'OF A Y INTERSECTION ON HIGH STREET WHICH IS 1.5 MILES NORTHWEST
 OB0524'OF HIGH STREET BRIDGE OF U.S. ROUTE 1 IN THE TOWN OF BATH.  THE
 OB0524'TANK IS ENCLOSED IN A CHAINLINK FENCE.
 OB0524
 OB0524                          STATION RECOVERY (2003)
 OB0524
 OB0524'RECOVERY NOTE BY US POWER SQUADRON 2003 (RMS)
 OB0524'RECOVERED IN GOOD CONDITION.
 OB0524
 OB0524                          STATION RECOVERY (2005)
 OB0524
 OB0524'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMW)
 OB0524'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0521 ***********************************************************************
 OB0521  DESIGNATION -  BATH RED CHURCH SPIRE
 OB0521  PID         -  OB0521
 OB0521  STATE/COUNTY-  ME/SAGADAHOC
 OB0521  USGS QUAD   -  BATH (1980)
 OB0521
 OB0521                         *CURRENT SURVEY CONTROL
 OB0521  ___________________________________________________________________
 OB0521* NAD 83(1996)-  43 55 32.51362(N)    069 48 49.31921(W)     ADJUSTED  
 OB0521* NAVD 88     -                                                        
 OB0521  ___________________________________________________________________
 OB0521  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 OB0521  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 OB0521
 OB0521  HORZ ORDER  -  THIRD
 OB0521
 OB0521.The horizontal coordinates were established by classical geodetic methods
 OB0521.and adjusted by the National Geodetic Survey in March 1998..
 OB0521
 OB0521
 OB0521.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0521
 OB0521.The geoid height was determined by GEOID03.
 OB0521
 OB0521;                    North         East     Units Scale Factor Converg.
 OB0521;SPC ME W     -   121,418.411   928,344.498   MT  0.99997654   +0 14 41.5
 OB0521;UTM  19      - 4,863,942.137   434,680.899   MT  0.99965248   -0 33 52.2
 OB0521
 OB0521                          SUPERSEDED SURVEY CONTROL
 OB0521
 OB0521  NAD 83(1992)-  43 55 32.51252(N)    069 48 49.31792(W) AD(       ) 4
 OB0521  NAD 83(1986)-  43 55 32.51795(N)    069 48 49.32316(W) AD(       ) 4
 OB0521  NAD 27      -  43 55 32.22600(N)    069 48 51.15500(W) AD(       ) 3
 OB0521
 OB0521.Superseded values are not recommended for survey control.
 OB0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0521.See file dsdata.txt to determine how the superseded data were derived.
 OB0521
 OB0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3468163942(NAD 83)
 OB0521_MARKER: 90 = CHURCH SPIRE
 OB0521
 OB0521  HISTORY     - Date     Condition        Report By
 OB0521  HISTORY     - 1933     FIRST OBSERVED   CGS
 OB0521  HISTORY     - 1942     GOOD             CGS
 OB0521  HISTORY     - 1974     GOOD             NGS
 OB0521  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 OB0521  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 OB0521
 OB0521                          STATION DESCRIPTION
 OB0521
 OB0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OB0521'THIS STATION IS THE TALL, RED CHURCH SPIRE WHICH IS IN THE
 OB0521'NORTHERN PORTION OF THE TOWN OF BATH.  THIS IS THE ONLY SPIRE
 OB0521'IN THE NORTHERN PART OF THE TOWN.  THE STATION IS THE HIGHEST
 OB0521'POINT OF THE SPIRE.
 OB0521
 OB0521                          STATION RECOVERY (1942)
 OB0521
 OB0521'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OB0521'STATION RECOVERED AS DESCRIBED WITH THE FOLLOWING EXCEPTIONS--
 OB0521'
 OB0521'THE SPIRE IS NOW PAINTED WHITE AND PROBABLY WAS THE ORIGINAL
 OB0521'NORTH METHODIST CHURCH, SPIRE, BATH, 1855.  THE CHURCH IS ON
 OB0521'THE W SIDE OF WASHINGTON STREET AND ON THE CORNER OF WASHINGTON
 OB0521'AND BEACON STREETS.  CHURCH IS KNOWN AS BEACON STREET METHODIST
 OB0521'CHURCH AT THE PRESENT TIME.
 OB0521
 OB0521                          STATION RECOVERY (1974)
 OB0521
 OB0521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RCA)
 OB0521'THE STATION IS DESCRIBED HERE BECAUSE THE OLD DESCRIPTION IS
 OB0521'PRESENTLY UNAVAILABLE.
 OB0521'
 OB0521'THE STATION, BATH NORTH METHODIST CHURCH SPIRE, IS THE TOP-CENTER
 OB0521'OF THE ABOUT 110 FOOT HIGH, WHITE, SHINGLED, SPIRE WITH A
 OB0521'WEATHERVANE ON THE BATH NORTH METHODIST CHURCH.  LOCATED IN THE
 OB0521'CITY OF BATH AT THE JUNCTION OF BEACON AND WASHINGTON STREETS.
 OB0521
 OB0521                          STATION RECOVERY (1983)
 OB0521
 OB0521'RECOVERY NOTE BY US POWER SQUADRON 1983 (SLP)
 OB0521'THE SPIRE WAS REMOVED FROM THE STEEPLE APPROX. 10 YEARS AGO.
 OB0521'THE CHURCH IS NOW KNOWN AS THE UNITED
 OB0521'METHODIST CHURCH OTHERWISE, THE DESCRIPTION IS COMPLETE AND
 OB0521'ADEQUATE.  8/15/83 1530 DST.
 OB0521
 OB0521                          STATION RECOVERY (1990)
 OB0521
 OB0521'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMW)
 OB0521'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0525 ***********************************************************************
 OB0525  DESIGNATION -  BATH ROCKY HILL MUN TANK
 OB0525  PID         -  OB0525
 OB0525  STATE/COUNTY-  ME/SAGADAHOC
 OB0525  USGS QUAD   -  BATH (1980)
 OB0525
 OB0525                         *CURRENT SURVEY CONTROL
 OB0525  ___________________________________________________________________
 OB0525* NAD 83(1996)-  43 54 56.59328(N)    069 50 37.26940(W)     ADJUSTED  
 OB0525* NAVD 88     -                                                        
 OB0525  ___________________________________________________________________
 OB0525  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 OB0525  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 OB0525
 OB0525  HORZ ORDER  -  THIRD
 OB0525
 OB0525.The horizontal coordinates were established by classical geodetic methods
 OB0525.and adjusted by the National Geodetic Survey in March 1998..
 OB0525
 OB0525
 OB0525.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0525
 OB0525.The geoid height was determined by GEOID03.
 OB0525
 OB0525;                    North         East     Units Scale Factor Converg.
 OB0525;SPC ME W     -   120,299.945   925,940.837   MT  0.99997494   +0 13 26.5
 OB0525;UTM  19      - 4,862,858.081   432,262.456   MT  0.99965643   -0 35 06.7
 OB0525
 OB0525                          SUPERSEDED SURVEY CONTROL
 OB0525
 OB0525  NAD 83(1992)-  43 54 56.59207(N)    069 50 37.26908(W) AD(       ) 4
 OB0525  NAD 83(1986)-  43 54 56.59762(N)    069 50 37.27457(W) AD(       ) 4
 OB0525  NAD 27      -  43 54 56.30396(N)    069 50 39.08314(W) AD(       ) 3
 OB0525
 OB0525.Superseded values are not recommended for survey control.
 OB0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0525.See file dsdata.txt to determine how the superseded data were derived.
 OB0525
 OB0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3226262858(NAD 83)
 OB0525_MARKER: 53 = ELEVATED TANK
 OB0525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OB0525+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2005
 OB0525
 OB0525  HISTORY     - Date     Condition        Report By
 OB0525  HISTORY     - 1974     FIRST OBSERVED   NGS
 OB0525  HISTORY     - 20031007 GOOD             USPSQD
 OB0525  HISTORY     - 20050225 GOOD             USPSQD
 OB0525
 OB0525                          STATION DESCRIPTION
 OB0525
 OB0525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (RCA)
 OB0525'THE STATION, BATH MUNICIPAL CENTER TANK, IS THE TOP CENTER OF THE
 OB0525'85 FOOT, 40 FOOT DIAMETER, 506,000 GALLON, GREEN, STEEL WATERTANK
 OB0525'BUILT BY NEW ENGLAND SHIP BUILDING CO. IRON WORKS, BATH, MAINE IN
 OB0525'1967.  TANK IS ON ROCKY HILL IN WEST BATH.  0.7 MILES WEST OF THE
 OB0525'WEST END OF CENTER STREET IN BATH.  A 4 WHEEL DRIVE IS NEEDED FOR
 OB0525'THE LAST 0.4 MILES.
 OB0525
 OB0525                          STATION RECOVERY (2003)
 OB0525
 OB0525'RECOVERY NOTE BY US POWER SQUADRON 2003 (RMS)
 OB0525'RECOVERED IN GOOD CONDITION.
 OB0525
 OB0525                          STATION RECOVERY (2005)
 OB0525
 OB0525'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMW)
 OB0525'THIS STANDPIPE IS BELIEVED TO BE DUPLICATED ON OB0501 KNOWN AS WEST
 OB0525'BATH STANDPIPE. THE LAT-LO IS ESENTIALLY THE SAME. THE BATH WATER
 OB0525'DIST. SAYS THERE IS ONLY HAS BEEN ONE WATER TANK THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0500 ***********************************************************************
 OB0500  DESIGNATION -  BATH SOUTH METHODIST CH SPIRE
 OB0500  PID         -  OB0500
 OB0500  STATE/COUNTY-  ME/SAGADAHOC
 OB0500  USGS QUAD   -  BATH (1980)
 OB0500
 OB0500                         *CURRENT SURVEY CONTROL
 OB0500  ___________________________________________________________________
 OB0500* NAD 83(1996)-  43 54 31.70554(N)    069 48 58.36116(W)     ADJUSTED  
 OB0500* NAVD 88     -                                                        
 OB0500  ___________________________________________________________________
 OB0500  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 OB0500  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 OB0500
 OB0500  HORZ ORDER  -  THIRD
 OB0500
 OB0500.The horizontal coordinates were established by classical geodetic methods
 OB0500.and adjusted by the National Geodetic Survey in March 1998..
 OB0500
 OB0500
 OB0500.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0500
 OB0500.The geoid height was determined by GEOID03.
 OB0500
 OB0500;                    North         East     Units Scale Factor Converg.
 OB0500;SPC ME W     -   119,540.829   928,150.766   MT  0.99997641   +0 14 35.0
 OB0500;UTM  19      - 4,862,068.085   434,460.739   MT  0.99965283   -0 33 57.9
 OB0500
 OB0500                          SUPERSEDED SURVEY CONTROL
 OB0500
 OB0500  NAD 83(1992)-  43 54 31.70441(N)    069 48 58.35972(W) AD(       ) 4
 OB0500  NAD 83(1986)-  43 54 31.70987(N)    069 48 58.36507(W) AD(       ) 4
 OB0500  NAD 27      -  43 54 31.42000(N)    069 49 00.18000(W) AD(       ) 3
 OB0500
 OB0500.Superseded values are not recommended for survey control.
 OB0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0500.See file dsdata.txt to determine how the superseded data were derived.
 OB0500
 OB0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3446162068(NAD 83)
 OB0500
 OB0500  HISTORY     - Date     Condition        Report By
 OB0500  HISTORY     - 1855     MONUMENTED       COASUR
 OB0500  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0500
 OB0500                          STATION DESCRIPTION
 OB0500
 OB0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OB0500'WAS INFORMED BY SEVERAL PARTIES THAT THE CHURCH HAD BURNED DOWN
 OB0500'ABOUT 1897 AND SO SHOULD BE LISTED AS LOST.  THE PRESENT SITE OF THE
 OB0500'WESLEY METHODIST CHURCH SPIRE IS SUPPOSED TO HAVE BEEN ERECTED NEAR
 OB0500'THE OLD SPIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0509 ***********************************************************************
 OB0509  DESIGNATION -  BATH UNIVERSALIST CH SPIRE
 OB0509  PID         -  OB0509
 OB0509  STATE/COUNTY-  ME/SAGADAHOC
 OB0509  USGS QUAD   -  BATH (1980)
 OB0509
 OB0509                         *CURRENT SURVEY CONTROL
 OB0509  ___________________________________________________________________
 OB0509* NAD 83(1996)-  43 54 44.87011(N)    069 48 50.96985(W)     ADJUSTED  
 OB0509* NAVD 88     -                                                        
 OB0509  ___________________________________________________________________
 OB0509  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 OB0509  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 OB0509
 OB0509  HORZ ORDER  -  THIRD
 OB0509
 OB0509.The horizontal coordinates were established by classical geodetic methods
 OB0509.and adjusted by the National Geodetic Survey in March 1998..
 OB0509
 OB0509
 OB0509.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0509
 OB0509.The geoid height was determined by GEOID03.
 OB0509
 OB0509;                    North         East     Units Scale Factor Converg.
 OB0509;SPC ME W     -   119,947.829   928,313.954   MT  0.99997652   +0 14 40.2
 OB0509;UTM  19      - 4,862,472.609   434,629.603   MT  0.99965256   -0 33 52.9
 OB0509
 OB0509                          SUPERSEDED SURVEY CONTROL
 OB0509
 OB0509  NAD 83(1992)-  43 54 44.86900(N)    069 48 50.96823(W) AD(       ) 4
 OB0509  NAD 83(1986)-  43 54 44.87446(N)    069 48 50.97353(W) AD(       ) 4
 OB0509  NAD 27      -  43 54 44.58000(N)    069 48 52.79000(W) AD(       ) 3
 OB0509
 OB0509.Superseded values are not recommended for survey control.
 OB0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0509.See file dsdata.txt to determine how the superseded data were derived.
 OB0509
 OB0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3463062473(NAD 83)
 OB0509
 OB0509  HISTORY     - Date     Condition        Report By
 OB0509  HISTORY     - 1855     MONUMENTED       COASUR
 OB0509  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0509
 OB0509                          STATION DESCRIPTION
 OB0509
 OB0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OB0509'WAS INFORMED BY SEVERAL PARTIES THAT THE CHURCH HAS BEEN MOVED
 OB0509'AND SO SHOULD BE LISTED AS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0497 ***********************************************************************
 OB0497  DESIGNATION -  BATH WINTER STREET CH SPIRE
 OB0497  PID         -  OB0497
 OB0497  STATE/COUNTY-  ME/SAGADAHOC
 OB0497  USGS QUAD   -  BATH (1980)
 OB0497
 OB0497                         *CURRENT SURVEY CONTROL
 OB0497  ___________________________________________________________________
 OB0497* NAD 83(1996)-  43 54 56.35153(N)    069 48 59.42160(W)     ADJUSTED  
 OB0497* NAVD 88     -                                                        
 OB0497  ___________________________________________________________________
 OB0497  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 OB0497  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 OB0497
 OB0497  HORZ ORDER  -  THIRD
 OB0497
 OB0497.The horizontal coordinates were established by classical geodetic methods
 OB0497.and adjusted by the National Geodetic Survey in March 1998..
 OB0497
 OB0497
 OB0497.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0497
 OB0497.The geoid height was determined by GEOID03.
 OB0497
 OB0497;                    North         East     Units Scale Factor Converg.
 OB0497;SPC ME W     -   120,301.378   928,123.880   MT  0.99997639   +0 14 34.3
 OB0497;UTM  19      - 4,862,828.692   434,444.602   MT  0.99965286   -0 33 58.9
 OB0497
 OB0497                          SUPERSEDED SURVEY CONTROL
 OB0497
 OB0497  NAD 83(1992)-  43 54 56.35043(N)    069 48 59.42026(W) AD(       ) 4
 OB0497  NAD 83(1986)-  43 54 56.35590(N)    069 48 59.42553(W) AD(       ) 4
 OB0497  NAD 27      -  43 54 56.06500(N)    069 49 01.25200(W) AD(       ) 3
 OB0497
 OB0497.Superseded values are not recommended for survey control.
 OB0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0497.See file dsdata.txt to determine how the superseded data were derived.
 OB0497
 OB0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3444562829(NAD 83)
 OB0497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OB0497+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2005
 OB0497
 OB0497  HISTORY     - Date     Condition        Report By
 OB0497  HISTORY     - UNK      MONUMENTED
 OB0497  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OB0497  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0497  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0497  HISTORY     - 1983     SEE DESCRIPTION  USPSQD
 OB0497  HISTORY     - 20020915 GOOD             USPSQD
 OB0497  HISTORY     - 20050225 GOOD             USPSQD
 OB0497
 OB0497                          STATION DESCRIPTION
 OB0497
 OB0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OB0497'STATION IS CHURCH IN BATH, MAINE, WITH A VERY PROMINENT WHITE
 OB0497'SPIRE.  DETERMINED BY COMPARISON OF LENGTH FROM SPRAGUE.
 OB0497
 OB0497                          STATION RECOVERY (1934)
 OB0497
 OB0497'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0497'THIS STATION IS NOT DESCRIBED IN THE PUBLICATION BUT ITS RECOVERY
 OB0497'WAS VERIFIED BY OBSERVATIONS TAKEN ON IT IN 1933-34.  IT IS
 OB0497'THE TOP OF THE WHITE SPIRE OF THE CONGREGATIONAL CHURCH AT
 OB0497'THE CORNER OF WINTER AND WASHINGTON STREETS IN BATH.  THE
 OB0497'MAIN SPIRE IS SURROUNDED BY SHORT SUPPLEMENTARY SPIRES AND IS
 OB0497'THE MOST PROMINENT OBJECT IN THE CITY, EXCEPT THE BRIDGE TOWERS.
 OB0497
 OB0497                          STATION RECOVERY (1942)
 OB0497
 OB0497'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OB0497'COMPLETE NEW DESCRIPTION--
 OB0497'
 OB0497'THE CHURCH IS ON THE W SIDE OF WASHINGTON STREET, BETWEEN SUMMER
 OB0497'AND OAK STREETS, AND AT THE PRESENT TIME IS PAINTED WHITE.
 OB0497
 OB0497                          STATION RECOVERY (1983)
 OB0497
 OB0497'RECOVERY NOTE BY US POWER SQUADRON 1983 (SLP)
 OB0497'THE DESCRIPTION OF 1942 IS ADEQUATE AND COMPLETE.  HOWEVER, THE
 OB0497'STRUCTURE CEASED AS A CHURCH IN 1968-9.  IT IS NOW CALLED WINTER
 OB0497'STREET CENTER AND IS PART OF THE MAINE MARITIME MUSEUM.  ACCORDING
 OB0497'TO THE MUSEUMS CURATOR, THE STEEPLE AND SPIRE WERE REMOVED IN
 OB0497'1980-81 FOR SAFETY REASONS.  THE STEEPLE IS TO BE RESTORED IN
 OB0497'1984 BY SAGADAHOC PRESERVATION, INC.  THE ADDRESS IS 880
 OB0497'WASHINGTON ST., BATH, ME.
 OB0497'
 OB0497'8/15/83 1400 DST.
 OB0497
 OB0497                          STATION RECOVERY (2002)
 OB0497
 OB0497'RECOVERY NOTE BY US POWER SQUADRON 2002 (RHS)
 OB0497'RECOVERED IN GOOD CONDITION.
 OB0497
 OB0497                          STATION RECOVERY (2005)
 OB0497
 OB0497'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMW)
 OB0497'THE STEEPLE HAS BEEN RESTORED AND THE FORMER CHURCH IS NO LONGER PART
 OB0497'OF THE MAINE MARITIME MUSEUM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1131 ***********************************************************************
 PD1131  DESIGNATION -  BATSONS HOUSE WEST CHIMNEY
 PD1131  PID         -  PD1131
 PD1131  STATE/COUNTY-  ME/WASHINGTON
 PD1131  USGS QUAD   -  ADDISON (1975)
 PD1131
 PD1131                         *CURRENT SURVEY CONTROL
 PD1131  ___________________________________________________________________
 PD1131* NAD 83(1996)-  44 34 35.85575(N)    067 44 14.86488(W)     ADJUSTED  
 PD1131* NAVD 88     -                                                        
 PD1131  ___________________________________________________________________
 PD1131  LAPLACE CORR-           5.43  (seconds)                    DEFLEC99
 PD1131  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 PD1131
 PD1131  HORZ ORDER  -  THIRD
 PD1131
 PD1131.The horizontal coordinates were established by classical geodetic methods
 PD1131.and adjusted by the National Geodetic Survey in March 1998..
 PD1131
 PD1131
 PD1131.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1131
 PD1131.The geoid height was determined by GEOID03.
 PD1131
 PD1131;                    North         East     Units Scale Factor Converg.
 PD1131;SPC ME E     -   101,382.586   360,558.765   MT  0.99994508   +0 32 06.8
 PD1131;UTM  19      - 4,936,695.924   600,237.478   MT  0.99972356   +0 53 10.3
 PD1131
 PD1131                          SUPERSEDED SURVEY CONTROL
 PD1131
 PD1131  NAD 83(1992)-  44 34 35.85233(N)    067 44 14.86417(W) AD(       ) 4
 PD1131  NAD 83(1986)-  44 34 35.84857(N)    067 44 14.86734(W) AD(       ) 4
 PD1131  NAD 27      -  44 34 35.57000(N)    067 44 16.87300(W) AD(       ) 3
 PD1131
 PD1131.Superseded values are not recommended for survey control.
 PD1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1131.See file dsdata.txt to determine how the superseded data were derived.
 PD1131
 PD1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK0023736696(NAD 83)
 PD1131_MARKER: 85 = CHIMNEY
 PD1131_SETTING: 0 = UNSPECIFIED SETTING
 PD1131
 PD1131  HISTORY     - Date     Condition        Report By
 PD1131  HISTORY     - UNK      FIRST OBSERVED
 PD1131  HISTORY     - 1913     SEE DESCRIPTION  CGS
 PD1131  HISTORY     - 1945     SEE DESCRIPTION  CGS
 PD1131  HISTORY     - 1986     GOOD             NOS
 PD1131
 PD1131                          STATION DESCRIPTION
 PD1131
 PD1131'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 PD1131'THE WESTERN OF TWO HIGH CHIMNEYS ON A HOUSE ON A PROMINENT HILL
 PD1131'ABOUT 3 MILES S OF ADDISON POINT, AND 1/4 MILE E OF PLEASANT
 PD1131'RIVER, ON THE E SIDE OF THE SHORE ROAD AND VERY NEAR IT.  IT IS
 PD1131'NEARLY A MILE NE OF REEF POINT.
 PD1131
 PD1131                          STATION RECOVERY (1945)
 PD1131
 PD1131'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (FLP)
 PD1131'HOUSE UNOCCUPIED BUT MR. PEABODY WHO HAS LIVED NEXT DOOR FOR MORE
 PD1131'THAN 40 YEARS STATES THAT HOUSE AND STATION ARE IN GOOD
 PD1131'CONDITION.  STATION BELIEVED TO BE RECOVERED.
 PD1131
 PD1131                          STATION RECOVERY (1986)
 PD1131
 PD1131'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1986 (JED)
 PD1131'THE STATION WAS RECOVERED AT THIS DATE.
 PD1131'STATION RECOVERED IN GOOD CONDITION.  MRS. MARY SIMMONS BOUGHT THE
 PD1131'HOUSE AS DESCRIBED IN RECOVERY NOTE BY FLP IN 1945, AND HAS NOT
 PD1131'REBUILT THE CHIMNEY SINCE THAT TIME.
 PD1131'
 PD1131'RECOVERED BY PBW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0783 ***********************************************************************
 PD0783  DESIGNATION -  BATTERY IBC
 PD0783  PID         -  PD0783
 PD0783  STATE/COUNTY-  ME/WASHINGTON
 PD0783  USGS QUAD   -  EASTPORT (1977)
 PD0783
 PD0783                         *CURRENT SURVEY CONTROL
 PD0783  ___________________________________________________________________
 PD0783* NAD 83(1996)-  44 52 39.53780(N)    066 59 17.44449(W)     ADJUSTED  
 PD0783* NAVD 88     -                                                        
 PD0783  ___________________________________________________________________
 PD0783  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 PD0783  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 PD0783
 PD0783  HORZ ORDER  -  THIRD
 PD0783
 PD0783.The horizontal coordinates were established by classical geodetic methods
 PD0783.and adjusted by the National Geodetic Survey in March 1998..
 PD0783
 PD0783
 PD0783.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0783
 PD0783.The geoid height was determined by GEOID03.
 PD0783
 PD0783;                    North         East     Units Scale Factor Converg.
 PD0783;SPC ME E     -   135,660.021   419,443.853   MT  1.00007538   +1 04 00.7
 PD0783;UTM  19      - 4,971,327.760   658,899.551   MT  0.99991048   +1 25 11.4
 PD0783
 PD0783|---------------------------------------------------------------------|
 PD0783| PID    Reference Object                     Distance      Geod. Az  |
 PD0783|                                                           dddmmss.s |
 PD0783| PD0803 BATTERY X IBC                        66.614 METERS 00417     |
 PD0783| PD0800 WHITE CAN BUOY MARKED FH IBC        APPROX. 0.7 KM 0913230.7 |
 PD0783| PD0798 FRIARS ROCK IBC                     APPROX. 1.3 KM 0941722.6 |
 PD0783| PD0799 FRIARS HEAD 3                       APPROX. 1.3 KM 0971314.0 |
 PD0783| PD0701 LUBEC SCHOOL FLAGPOLE               APPROX. 2.0 KM 1782114.5 |
 PD0783| PD0779 SCULPIN IBC                         236.011 METERS 20936     |
 PD0783| PD0790 TREAT 2 1893                        191.906 METERS 31357     |
 PD0783|---------------------------------------------------------------------|
 PD0783
 PD0783                          SUPERSEDED SURVEY CONTROL
 PD0783
 PD0783  NAD 83(1992)-  44 52 39.52730(N)    066 59 17.44670(W) AD(       ) 3
 PD0783  NAD 83(1986)-  44 52 39.52242(N)    066 59 17.44861(W) AD(       ) 3
 PD0783  NAD 27      -  44 52 39.23500(N)    066 59 19.53500(W) AD(       ) 3
 PD0783
 PD0783.Superseded values are not recommended for survey control.
 PD0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0783.See file dsdata.txt to determine how the superseded data were derived.
 PD0783
 PD0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5890071328(NAD 83)
 PD0783_MARKER: Z = SEE DESCRIPTION
 PD0783_SETTING: 0 = UNSPECIFIED SETTING
 PD0783
 PD0783  HISTORY     - Date     Condition        Report By
 PD0783  HISTORY     - UNK      MONUMENTED
 PD0783  HISTORY     - 1946     MARK NOT FOUND   CGS
 PD0783
 PD0783                          STATION DESCRIPTION
 PD0783
 PD0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0783'EXCAVATIONS HAVE TAKEN PLACE ON THE S SIDE OF TREAT ISLAND, AND
 PD0783'WITHOUT A DEFINITE DESCRIPTION, STATION SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0189 ***********************************************************************
 OC0189  DESIGNATION -  BATTERY K
 OC0189  PID         -  OC0189
 OC0189  STATE/COUNTY-  ME/CUMBERLAND
 OC0189  USGS QUAD   -  PORTLAND EAST (1975)
 OC0189
 OC0189                         *CURRENT SURVEY CONTROL
 OC0189  ___________________________________________________________________
 OC0189* NAD 83(1996)-  43 40 40.11065(N)    070 09 58.43595(W)     ADJUSTED  
 OC0189* LOCAL TIDAL -        18.511  (meters)      60.73   (feet)  ADJ UNCH  
 OC0189  ___________________________________________________________________
 OC0189  LAPLACE CORR-           3.36  (seconds)                    DEFLEC99
 OC0189  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 OC0189
 OC0189  HORZ ORDER  -  SECOND
 OC0189  VERT ORDER  -  SECOND    CLASS 0
 OC0189
 OC0189.The horizontal coordinates were established by classical geodetic methods
 OC0189.and adjusted by the National Geodetic Survey in March 1998..
 OC0189
 OC0189.The orthometric height was key entered from printed documents
 OC0189.and not key verified.
 OC0189
 OC0189.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC0189
 OC0189.The geoid height was determined by GEOID03.
 OC0189
 OC0189;                    North         East     Units Scale Factor Converg.
 OC0189;SPC ME W     -    93,816.139   900,035.033   MT  0.99996667   +0 00 01.1
 OC0189;UTM  19      - 4,836,749.523   405,993.566   MT  0.99970870   -0 48 19.7
 OC0189
 OC0189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC0189!SPC ME W     -   1.00000118  x   0.99996667  =   0.99996785
 OC0189!UTM  19      -   1.00000118  x   0.99970870  =   0.99970988
 OC0189
 OC0189:                Primary Azimuth Mark                     Grid Az
 OC0189:SPC ME W     -  JEWELL                                   093 08 18.2
 OC0189:UTM  19      -  JEWELL                                   093 56 39.0
 OC0189
 OC0189|---------------------------------------------------------------------|
 OC0189| PID    Reference Object                     Distance      Geod. Az  |
 OC0189|                                                           dddmmss.s |
 OC0189| OC0174 JEWELL                              APPROX. 5.5 KM 0930819.3 |
 OC0189| OC0190 BATTERY K RM 2                       16.803 METERS 24821     |
 OC0189| OC0191 BATTERY K RM 1                       10.217 METERS 33242     |
 OC0189|---------------------------------------------------------------------|
 OC0189
 OC0189                          SUPERSEDED SURVEY CONTROL
 OC0189
 OC0189  NAD 83(1992)-  43 40 40.10880(N)    070 09 58.43661(W) AD(       ) 2
 OC0189  NAD 83(1986)-  43 40 40.11497(N)    070 09 58.44208(W) AD(       ) 2
 OC0189  NAD 27      -  43 40 39.82100(N)    070 10 00.27700(W) AD(       ) 2
 OC0189
 OC0189.Superseded values are not recommended for survey control.
 OC0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0189.See file dsdata.txt to determine how the superseded data were derived.
 OC0189
 OC0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0599436750(NAD 83)
 OC0189_MARKER: DS = TRIANGULATION STATION DISK
 OC0189_SETTING: 66 = SET IN ROCK OUTCROP
 OC0189_SP_SET: BEDROCK OUTCROP
 OC0189_STAMPING: BATTERY K 1943
 OC0189_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC0189+STABILITY: POSITION/ELEVATION WELL
 OC0189
 OC0189  HISTORY     - Date     Condition        Report By
 OC0189  HISTORY     - 1943     MONUMENTED       CGS
 OC0189  HISTORY     - 1943     GOOD             CGS
 OC0189  HISTORY     - 1988     GOOD             USPSQD
 OC0189
 OC0189                          STATION DESCRIPTION
 OC0189
 OC0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 OC0189'STATION IS LOCATED ON THE SW END OF LONG ISLAND, NEAR BATTERY
 OC0189'964.  IT IS 66 FT. S OF THE SE CORNER OF A SMALL LOOKOUT
 OC0189'BUILDING, 36 FT. S OF A DIRT ROAD LEADING TO THE BATTERY.  IT IS
 OC0189'A STANDARD STATION DISK, STAMPED BATTERY K 1943 AND SET IN AN
 OC0189'OUTCROPPING OF BEDROCK PROJECTING ABOUT 3 FT.
 OC0189'
 OC0189'REFERENCE MARK 1 IS 48 FT. SW OF THE SW CORNER OF THE LOOKOUT
 OC0189'BUILDING, AND 12 FT. S OF THE ROAD LEADING TO THE BATTERY.  IT
 OC0189'IS A STANDARD REFERENCE-MARK DISK, STAMPED BATTERY K NO 1 1943
 OC0189'AND SET FLUSH IN BEDROCK WHICH PROJECTS ABOUT 1 FT.
 OC0189'
 OC0189'REFERENCE MARK 2 IS 10 FT. N OF AN OLD STONE WALL.  IT IS A
 OC0189'STANDARD REFERENCE-MARK DISK, STAMPED BATTERY K NO 2 1943 AND
 OC0189'SET FLUSH IN BEDROCK WHICH PROJECTS ABOUT 2 FT. AND IS IN THE
 OC0189'SAME ROCK LEDGE AS THE STATION.
 OC0189'
 OC0189'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 OC0189
 OC0189                          STATION RECOVERY (1943)
 OC0189
 OC0189'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 OC0189'1 MI S FROM LONG ISLAND.
 OC0189'1.0 MILE SOUTH ALONG A DIRT ROAD FROM THE POST OFFICE AT LONG
 OC0189'ISLAND, CUMBERLAND COUNTY, ON THE SOUTHWEST END OF THE ISLAND,
 OC0189'142 FEET SOUTHWEST OF THE CENTER OF A LARGE GUN SET IN
 OC0189'CONCRETE, 66 FEET SOUTH OF THE SOUTHEAST CORNER OF A SMALL
 OC0189'LOOKOUT BUILDING, 42.6 FEET NORTHWEST OF ANOTHER LARGE GUN SET
 OC0189'IN CONCRETE, 36 FEET SOUTH OF A DIRT ROAD, AND IN AN OUTCROP OF
 OC0189'BEDROCK PROJECTING ABOUT 3 FEET ABOVE THE GROUND.
 OC0189
 OC0189                          STATION RECOVERY (1988)
 OC0189
 OC0189'RECOVERY NOTE BY US POWER SQUADRON 1988 (DWH)
 OC0189'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0191 ***********************************************************************
 OC0191  DESIGNATION -  BATTERY K RM 1
 OC0191  PID         -  OC0191
 OC0191  STATE/COUNTY-  ME/CUMBERLAND
 OC0191  USGS QUAD   -  PORTLAND EAST (1975)
 OC0191
 OC0191                         *CURRENT SURVEY CONTROL
 OC0191  ___________________________________________________________________
 OC0191* NAD 83(1986)-  43 40 39.     (N)    070 09 58.     (W)     SCALED    
 OC0191* LOCAL TIDAL -        18.319  (meters)      60.10   (feet)  ADJ UNCH  
 OC0191  ___________________________________________________________________
 OC0191  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 OC0191
 OC0191  VERT ORDER  -  SECOND    CLASS 0
 OC0191
 OC0191.The horizontal coordinates were scaled from a topographic map and have
 OC0191.an estimated accuracy of +/- 6 seconds.
 OC0191
 OC0191.The orthometric height was key entered from printed documents
 OC0191.and not key verified.
 OC0191
 OC0191.The geoid height was determined by GEOID03.
 OC0191
 OC0191;                    North         East    Units  Estimated Accuracy
 OC0191;SPC ME W     -    93,780.      900,050.      MT  (+/- 180 meters Scaled)
 OC0191
 OC0191                          SUPERSEDED SURVEY CONTROL
 OC0191
 OC0191.No superseded survey control is available for this station.
 OC0191
 OC0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ060367(NAD 83)
 OC0191_MARKER: DR = REFERENCE MARK DISK
 OC0191_SETTING: 66 = SET IN ROCK OUTCROP
 OC0191_SP_SET: BEDROCK
 OC0191_STAMPING: BATTERY K NO 1 1943
 OC0191_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC0191+STABILITY: POSITION/ELEVATION WELL
 OC0191
 OC0191  HISTORY     - Date     Condition        Report By
 OC0191  HISTORY     - 1943     MONUMENTED       CGS
 OC0191
 OC0191                          STATION DESCRIPTION
 OC0191
 OC0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 OC0191'1 MI S FROM LONG ISLAND.
 OC0191'33.6 FEET NORTHWEST OF TRIANGULATION STATION BATTERY K DESCRIBED
 OC0191'ABOVE, 140 FEET WEST OF A LARGE GUN SET IN CONCRETE, 48 FEET
 OC0191'SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL LOOKOUT BUILDING,
 OC0191'12 FEET SOUTH OF A DIRT ROAD, AND IN BEDROCK PROJECTING ABOUT 1
 OC0191'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0190 ***********************************************************************
 OC0190  DESIGNATION -  BATTERY K RM 2
 OC0190  PID         -  OC0190
 OC0190  STATE/COUNTY-  ME/CUMBERLAND
 OC0190  USGS QUAD   -  PORTLAND EAST (1975)
 OC0190
 OC0190                         *CURRENT SURVEY CONTROL
 OC0190  ___________________________________________________________________
 OC0190* NAD 83(1986)-  43 40 39.     (N)    070 09 58.     (W)     SCALED    
 OC0190* LOCAL TIDAL -        18.312  (meters)      60.08   (feet)  ADJ UNCH  
 OC0190  ___________________________________________________________________
 OC0190  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 OC0190
 OC0190  VERT ORDER  -  SECOND    CLASS 0
 OC0190
 OC0190.The horizontal coordinates were scaled from a topographic map and have
 OC0190.an estimated accuracy of +/- 6 seconds.
 OC0190
 OC0190.The orthometric height was key entered from printed documents
 OC0190.and not key verified.
 OC0190
 OC0190.The geoid height was determined by GEOID03.
 OC0190
 OC0190;                    North         East    Units  Estimated Accuracy
 OC0190;SPC ME W     -    93,780.      900,050.      MT  (+/- 180 meters Scaled)
 OC0190
 OC0190                          SUPERSEDED SURVEY CONTROL
 OC0190
 OC0190.No superseded survey control is available for this station.
 OC0190
 OC0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ060367(NAD 83)
 OC0190_MARKER: DR = REFERENCE MARK DISK
 OC0190_SETTING: 66 = SET IN ROCK OUTCROP
 OC0190_SP_SET: BEDROCK
 OC0190_STAMPING: BATTERY K NO 2 1943
 OC0190_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC0190+STABILITY: POSITION/ELEVATION WELL
 OC0190
 OC0190  HISTORY     - Date     Condition        Report By
 OC0190  HISTORY     - 1943     MONUMENTED       CGS
 OC0190
 OC0190                          STATION DESCRIPTION
 OC0190
 OC0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 OC0190'1 MI S FROM LONG ISLAND.
 OC0190'55.0 FEET WEST OF TRIANGULATION STATION BATTERY K DESCRIBED
 OC0190'ABOVE, 197 FEET SOUTHWEST OF A LARGE GUN SET IN CONCRETE, 82.6
 OC0190'FEET WEST OF ANOTHER LARGE GUN SET IN CONCRETE, 10 FEET NORTH
 OC0190'OF AN OLD STONE WALL, AND IN BEDROCK PROJECTING ABOUT 2 FEET
 OC0190'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0195 ***********************************************************************
 OC0195  DESIGNATION -  BATTERY M
 OC0195  PID         -  OC0195
 OC0195  STATE/COUNTY-  ME/CUMBERLAND
 OC0195  USGS QUAD   -  PORTLAND EAST (1975)
 OC0195
 OC0195                         *CURRENT SURVEY CONTROL
 OC0195  ___________________________________________________________________
 OC0195* NAD 83(1996)-  43 42 06.09459(N)    070 08 07.93837(W)     ADJUSTED  
 OC0195* LOCAL TIDAL -         8.056  (meters)      26.43   (feet)  ADJ UNCH  
 OC0195  ___________________________________________________________________
 OC0195  LAPLACE CORR-           3.57  (seconds)                    DEFLEC99
 OC0195  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 OC0195
 OC0195  HORZ ORDER  -  SECOND
 OC0195  VERT ORDER  -  SECOND    CLASS 0
 OC0195
 OC0195.The horizontal coordinates were established by classical geodetic methods
 OC0195.and adjusted by the National Geodetic Survey in March 1998..
 OC0195
 OC0195.The orthometric height was key entered from printed documents
 OC0195.and not key verified.
 OC0195
 OC0195.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC0195
 OC0195.The geoid height was determined by GEOID03.
 OC0195
 OC0195;                    North         East     Units Scale Factor Converg.
 OC0195;SPC ME W     -    96,470.229   902,509.068   MT  0.99996674   +0 01 17.4
 OC0195;UTM  19      - 4,839,367.868   408,504.033   MT  0.99970297   -0 47 04.6
 OC0195
 OC0195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC0195!SPC ME W     -   1.00000281  x   0.99996674  =   0.99996955
 OC0195!UTM  19      -   1.00000281  x   0.99970297  =   0.99970578
 OC0195
 OC0195:                Primary Azimuth Mark                     Grid Az
 OC0195:SPC ME W     -  TOWER 1941                               132 03 27.2
 OC0195:UTM  19      -  TOWER 1941                               132 51 49.2
 OC0195
 OC0195|---------------------------------------------------------------------|
 OC0195| PID    Reference Object                     Distance      Geod. Az  |
 OC0195|                                                           dddmmss.s |
 OC0195| OC1545 TOWER 1941                          APPROX. 4.1 KM 1320444.6 |
 OC0195| OC0197 BATTERY M RM 2                       15.932 METERS 22248     |
 OC0195| OC0196 BATTERY M RM 1                       11.646 METERS 31503     |
 OC0195|---------------------------------------------------------------------|
 OC0195
 OC0195                          SUPERSEDED SURVEY CONTROL
 OC0195
 OC0195  NAD 83(1992)-  43 42 06.09268(N)    070 08 07.93886(W) AD(       ) 2
 OC0195  NAD 83(1986)-  43 42 06.09895(N)    070 08 07.94419(W) AD(       ) 2
 OC0195  NAD 27      -  43 42 05.80500(N)    070 08 09.77100(W) AD(       ) 2
 OC0195
 OC0195.Superseded values are not recommended for survey control.
 OC0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0195.See file dsdata.txt to determine how the superseded data were derived.
 OC0195
 OC0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0850439368(NAD 83)
 OC0195_MARKER: DB = BENCH MARK DISK
 OC0195_SETTING: 66 = SET IN ROCK OUTCROP
 OC0195_SP_SET: BEDROCK
 OC0195_STAMPING: BATTERY M 1943
 OC0195_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC0195+STABILITY: POSITION/ELEVATION WELL
 OC0195
 OC0195  HISTORY     - Date     Condition        Report By
 OC0195  HISTORY     - 1943     MONUMENTED       CGS
 OC0195  HISTORY     - 1943     GOOD             CGS
 OC0195  HISTORY     - 1986     POOR             USPSQD
 OC0195  HISTORY     - 1987     POOR             USPSQD
 OC0195  HISTORY     - 1988     POOR             USPSQD
 OC0195
 OC0195                          STATION DESCRIPTION
 OC0195
 OC0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 OC0195'STATION IS LOCATED ON THE NE END OF LONG ISLAND, NEAR DP 965.  IT
 OC0195'IS 81 FT. SE OF THE SE CORNER OF BARRACK 2.  IT IS A STANDARD
 OC0195'STATION DISK, STAMPED BATTERY M 1943 AND SET FLUSH IN BEDROCK.
 OC0195'
 OC0195'REFERENCE MARK 1 IS 63 FT. S OF THE SE CORNER OF BARRACK 2.  IT
 OC0195'IS A STANDARD REFERENCE-MARK DISK, STAMPED BATTERY M NO 1 1943
 OC0195'AND SET FLUSH IN BEDROCK.
 OC0195'
 OC0195'REFERENCE MARK 2 IS 125 FT. S OF THE SE CORNER OF BARRACK 2.  IT
 OC0195'IS A STANDARD REFERENCE-MARK DISK, STAMPED BATTERY M NO 2 1943
 OC0195'AND SET FLUSH IN BEDROCK WHICH PROJECTS ABOUT 1 FT.
 OC0195
 OC0195                          STATION RECOVERY (1943)
 OC0195
 OC0195'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 OC0195'3.2 MI NE FROM LONG ISLAND.
 OC0195'0.4 MILE SOUTHEAST ALONG A DIRT ROAD FROM THE POST OFFICE AT
 OC0195'LONG ISLAND, CUMBERLAND COUNTY, THENCE 2.8 MILES NORTHEAST ALONG
 OC0195'ANOTHER DIRT ROAD, ON THE NORTHEAST END OF THE ISLAND, 159 FEET
 OC0195'SOUTHWEST OF A LARGE GUN SET IN CONCRETE, 108 FEET SOUTH OF A
 OC0195'POLE, 105 FEET NORTHWEST OF THE SHORELINE, 81 FEET SOUTHEAST OF
 OC0195'THE SOUTHEAST CORNER OF BARRACKS 2, AND IN BEDROCK FLUSH WITH
 OC0195'THE GROUND.
 OC0195
 OC0195                          STATION RECOVERY (1986)
 OC0195
 OC0195'RECOVERY NOTE BY US POWER SQUADRON 1986 (DWH)
 OC0195'MARK RECOVERED IN POOR CONDITION.
 OC0195
 OC0195                          STATION RECOVERY (1987)
 OC0195
 OC0195'RECOVERY NOTE BY US POWER SQUADRON 1987 (DWH)
 OC0195'MARK RECOVERED IN POOR CONDITION.
 OC0195
 OC0195                          STATION RECOVERY (1988)
 OC0195
 OC0195'RECOVERY NOTE BY US POWER SQUADRON 1988 (DWH)
 OC0195'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0196 ***********************************************************************
 OC0196  DESIGNATION -  BATTERY M RM 1
 OC0196  PID         -  OC0196
 OC0196  STATE/COUNTY-  ME/CUMBERLAND
 OC0196  USGS QUAD   -  PORTLAND EAST (1975)
 OC0196
 OC0196                         *CURRENT SURVEY CONTROL
 OC0196  ___________________________________________________________________
 OC0196* NAD 83(1986)-  43 42 05.     (N)    070 08 07.     (W)     SCALED    
 OC0196* LOCAL TIDAL -         8.627  (meters)      28.30   (feet)  ADJ UNCH  
 OC0196  ___________________________________________________________________
 OC0196  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 OC0196
 OC0196  VERT ORDER  -  SECOND    CLASS 0
 OC0196
 OC0196.The horizontal coordinates were scaled from a topographic map and have
 OC0196.an estimated accuracy of +/- 6 seconds.
 OC0196
 OC0196.The orthometric height was key entered from printed documents
 OC0196.and not key verified.
 OC0196
 OC0196.The geoid height was determined by GEOID03.
 OC0196
 OC0196;                    North         East    Units  Estimated Accuracy
 OC0196;SPC ME W     -    96,440.      902,530.      MT  (+/- 180 meters Scaled)
 OC0196
 OC0196                          SUPERSEDED SURVEY CONTROL
 OC0196
 OC0196.No superseded survey control is available for this station.
 OC0196
 OC0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ085393(NAD 83)
 OC0196_MARKER: DR = REFERENCE MARK DISK
 OC0196_SETTING: 66 = SET IN ROCK OUTCROP
 OC0196_SP_SET: BEDROCK
 OC0196_STAMPING: BATTERY M NO 1 1943
 OC0196_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC0196+STABILITY: POSITION/ELEVATION WELL
 OC0196
 OC0196  HISTORY     - Date     Condition        Report By
 OC0196  HISTORY     - 1943     MONUMENTED       CGS
 OC0196
 OC0196                          STATION DESCRIPTION
 OC0196
 OC0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 OC0196'3.2 MI NE FROM LONG ISLAND.
 OC0196'38.0 FEET NORTHWEST OF TRIANGULATION STATION BATTERY M DESCRIBED
 OC0196'ABOVE, 165 FEET WEST OF A LARGE GUN SET IN CONCRETE, 142 FEET
 OC0196'NORTHWEST OF THE SHORELINE, AND IN BEDROCK FLUSH WITH THE
 OC0196'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0197 ***********************************************************************
 OC0197  DESIGNATION -  BATTERY M RM 2
 OC0197  PID         -  OC0197
 OC0197  STATE/COUNTY-  ME/CUMBERLAND
 OC0197  USGS QUAD   -  PORTLAND EAST (1975)
 OC0197
 OC0197                         *CURRENT SURVEY CONTROL
 OC0197  ___________________________________________________________________
 OC0197* NAD 83(1986)-  43 42 05.     (N)    070 08 07.     (W)     SCALED    
 OC0197* LOCAL TIDAL -         7.833  (meters)      25.70   (feet)  ADJ UNCH  
 OC0197  ___________________________________________________________________
 OC0197  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 OC0197
 OC0197  VERT ORDER  -  SECOND    CLASS 0
 OC0197
 OC0197.The horizontal coordinates were scaled from a topographic map and have
 OC0197.an estimated accuracy of +/- 6 seconds.
 OC0197
 OC0197.The orthometric height was key entered from printed documents
 OC0197.and not key verified.
 OC0197
 OC0197.The geoid height was determined by GEOID03.
 OC0197
 OC0197;                    North         East    Units  Estimated Accuracy
 OC0197;SPC ME W     -    96,440.      902,530.      MT  (+/- 180 meters Scaled)
 OC0197
 OC0197                          SUPERSEDED SURVEY CONTROL
 OC0197
 OC0197.No superseded survey control is available for this station.
 OC0197
 OC0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ085393(NAD 83)
 OC0197_MARKER: DR = REFERENCE MARK DISK
 OC0197_SETTING: 66 = SET IN ROCK OUTCROP
 OC0197_SP_SET: BEDROCK
 OC0197_STAMPING: BATTERY M NO 2 1943
 OC0197_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC0197+STABILITY: POSITION/ELEVATION WELL
 OC0197
 OC0197  HISTORY     - Date     Condition        Report By
 OC0197  HISTORY     - 1943     MONUMENTED       CGS
 OC0197
 OC0197                          STATION DESCRIPTION
 OC0197
 OC0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 OC0197'3.2 MI NE FROM LONG ISLAND.
 OC0197'52.5 FEET SOUTHWEST OF TRIANGULATION STATION BATTERY M DESCRIBED
 OC0197'ABOVE, 197 FEET SOUTHWEST OF LARGE GUN SET IN CONCRETE, 90 FEET
 OC0197'NORTHWEST OF THE SHORELINE, AND IN BEDROCK FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0126 ***********************************************************************
 RF0126  DESIGNATION -  BATTLE
 RF0126  PID         -  RF0126
 RF0126  STATE/COUNTY-  ME/AROOSTOOK
 RF0126  USGS QUAD   -  OAKFIELD (1986)
 RF0126
 RF0126                         *CURRENT SURVEY CONTROL
 RF0126  ___________________________________________________________________
 RF0126* NAD 83(1996)-  46 03 35.63591(N)    068 13 51.05895(W)     ADJUSTED  
 RF0126* NAVD 88     -       166.459  (meters)     546.12   (feet)  ADJUSTED  
 RF0126  ___________________________________________________________________
 RF0126  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 RF0126  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 RF0126  DYNAMIC HT  -         166.465 (meters)     546.14  (feet)  COMP
 RF0126  MODELED GRAV-     980,649.4   (mgal)                       NAVD 88
 RF0126
 RF0126  HORZ ORDER  -  THIRD
 RF0126  VERT ORDER  -  SECOND    CLASS 0
 RF0126
 RF0126.The horizontal coordinates were established by classical geodetic methods
 RF0126.and adjusted by the National Geodetic Survey in March 1998..
 RF0126
 RF0126.The orthometric height was determined by differential leveling
 RF0126.and adjusted by the National Geodetic Survey in June 1991..
 RF0126
 RF0126.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0126
 RF0126.The geoid height was determined by GEOID03.
 RF0126
 RF0126.The dynamic height is computed by dividing the NAVD 88
 RF0126.geopotential number by the normal gravity value computed on the
 RF0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0126.degrees latitude (g = 980.6199 gals.).
 RF0126
 RF0126.The modeled gravity was interpolated from observed gravity values.
 RF0126
 RF0126;                    North         East     Units Scale Factor Converg.
 RF0126;SPC ME E     -   265,966.384   320,824.675   MT  0.99990533   +0 11 37.7
 RF0126;UTM  19      - 5,100,990.248   559,492.724   MT  0.99964351   +0 33 13.9
 RF0126
 RF0126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0126!SPC ME E     -   0.99997765  x   0.99990533  =   0.99988298
 RF0126!UTM  19      -   0.99997765  x   0.99964351  =   0.99962117
 RF0126
 RF0126:                Primary Azimuth Mark                     Grid Az
 RF0126:SPC ME E     -  BATTLE AZ MK                             044 23 53.2
 RF0126:UTM  19      -  BATTLE AZ MK                             044 02 17.0
 RF0126
 RF0126|---------------------------------------------------------------------|
 RF0126| PID    Reference Object                     Distance      Geod. Az  |
 RF0126|                                                           dddmmss.s |
 RF0126| DA4736 BATTLE AZ MK                                       0443530.9 |
 RF0126| RF0128 BATTLE RM 1                          17.590 METERS 11329     |
 RF0126| RF0127 BATTLE RM 2                          22.952 METERS 19834     |
 RF0126| RF0709 MAY MTN MAINE FOREST SERV MAST      APPROX. 4.1 KM 2023252.8 |
 RF0126| RF0711 MAY MTN                             APPROX. 4.1 KM 2024319.9 |
 RF0126| RF0710 MAY MTN PUBLIC SERV RAD MAST        APPROX. 4.1 KM 2024459.8 |
 RF0126|---------------------------------------------------------------------|
 RF0126
 RF0126                          SUPERSEDED SURVEY CONTROL
 RF0126
 RF0126  NAD 83(1992)-  46 03 35.63192(N)    068 13 51.05640(W) AD(       ) 3
 RF0126  NAD 83(1986)-  46 03 35.63684(N)    068 13 51.07158(W) AD(       ) 3
 RF0126  NAD 27      -  46 03 35.44760(N)    068 13 52.98100(W) AD(       ) 3
 RF0126  NGVD 29 (??/??/92)  166.630  (m)          546.69   (f) ADJ UNCH    2 0
 RF0126
 RF0126.Superseded values are not recommended for survey control.
 RF0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0126.See file dsdata.txt to determine how the superseded data were derived.
 RF0126
 RF0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM5949300990(NAD 83)
 RF0126_MARKER: DS = TRIANGULATION STATION DISK
 RF0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RF0126_STAMPING: BATTLE 1959
 RF0126_MARK LOGO: CGS   
 RF0126_MAGNETIC: N = NO MAGNETIC MATERIAL
 RF0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0126+STABILITY: SURFACE MOTION
 RF0126
 RF0126  HISTORY     - Date     Condition        Report By
 RF0126  HISTORY     - 1959     MONUMENTED       CGS
 RF0126  HISTORY     - 1959     GOOD             CGS
 RF0126  HISTORY     - 1981     GOOD             MEDT
 RF0126  HISTORY     - 19810520 GOOD             NGS
 RF0126
 RF0126                          STATION DESCRIPTION
 RF0126
 RF0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (HRL)
 RF0126'STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF SMYRNA MILLS AND
 RF0126'ABOUT 4 MILES NORTHEAST OF ISLAND FALLS.  STATION, A STANDARD DISK
 RF0126'SET IN A 12X12 INCH CONCRETE MONUMENT AND STAMPED BATTLE 1959 IS
 RF0126'31-1/2 FEET SOUTH OF A PINE TREE WITH TRIANGLE BLAZE, 26 FEET
 RF0126'WEST OF A MAPLE TREE WITH TRIANGLE BLAZE, 11 FEET WEST OF
 RF0126'APPROXIMATE CENTERLINE OF WOODS ROAD AND 2 FEET EAST OF WITNESS
 RF0126'POST.  THE MARK PROJECTS 3 INCHES.
 RF0126'
 RF0126'TO REACH FROM THE POST OFFICE IN ISLAND FALLS, GO EAST ON
 RF0126'U.S. HIGHWAY NO. 2 FOR 5.25 MILES TO FIELD ON LEFT.  TURN LEFT AND
 RF0126'GO NORTHWESTERLY ON FIELD ROAD FOR 0.6 MILE TO RAILROAD
 RF0126'CROSSING.  CROSS TRACKS AND CONTINUE ON WOODS ROAD FOR 0.5 MILE TO
 RF0126'A FORD AT SMALL STREAM.  CROSS STREAM AND GO 0.1 MILE TO
 RF0126'FORKS.  TAKE LEFT FORK AND GO 0.05 MILE TO AZIMUTH MARK ON RIGHT
 RF0126'AS DESCRIBED.  CONTINUE WESTERLY ON WOODS ROAD FOR 0.05 MILE TO
 RF0126'FORKS.  TAKE LEFT FORK AND GO SOUTHERLY ON WOODS ROAD FOR 0.05
 RF0126'MILE TO TWO TRIANGLE BLAZED TREES ON LEFT AND STATION ON RIGHT
 RF0126'(WEST) SIDE OF ROAD AS DESCRIBED.
 RF0126'
 RF0126'REFERENCE MARK NO. 1, A STANDARD DISK SET IN A 12X12 INCH
 RF0126'CONCRETE MONUMENT AND STAMPED BATTLE NO 1 1959 IS 47-1/2 FEET
 RF0126'EAST OF APPROXIMATE CENTERLINE OF ROAD AND 32 FEET NORTHEAST OF
 RF0126'PINE TREE WITH TRIANGLE BLAZE.  THE MARK PROJECTS 3 INCHES.
 RF0126'
 RF0126'REFERENCE MARK NO. 2, A STANDARD DISK SET IN A 12X12 INCH
 RF0126'CONCRETE MONUMENT AND STAMPED BATTLE NO 2 1959 IS 9 FEET WEST
 RF0126'OF APPROXIMATE CENTERLINE OF ROAD.  THE MARK PROJECTS 3 INCHES.
 RF0126'
 RF0126'AZIMUTH MARK, A STANDARD DISK SET IN A 12X12 INCH CONCRETE
 RF0126'MONUMENT AND STAMPED BATTLE 1959 IS 51 FEET NORTH OF APPROXIMATE
 RF0126'CENTERLINE OF WOODS ROAD, 19 FEET SOUTHEAST OF HEMLOCK TREE,
 RF0126'10 FEET NORTH OF A HEMLOCK TREE AND 2 FEET EAST OF WITNESS
 RF0126'POST.  THE MARK PROJECTS 4 INCHES.
 RF0126'
 RF0126'NOTE--CONSIDERABLE AMOUNT OF CLEARING NECESSARY TO MAKE AZIMUTH
 RF0126'MARK VG.
 RF0126'
 RF0126'HEIGHT OF LIGHT ABOVE STATION MARK 29 METERS.
 RF0126
 RF0126                          STATION RECOVERY (1959)
 RF0126
 RF0126'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 RF0126'2.8 MI SW FROM DYER BROOK.
 RF0126'2.1 MILES SOUTHWEST ALONG THE BANGOR AND AROOSTOOK RAILROAD
 RF0126'FROM THE U.S. HIGHWAY 2 OVERPASS AT DYER BROOK TO A ROAD CROSSING,
 RF0126'THENCE 0.65 MILE WEST ALONG WOODS ROAD TO A T JUNCTION, THENCE
 RF0126'0.1 MILE SOUTHWEST ALONG A WOODS ROAD, 31 1/2 FEET SOUTH OF A
 RF0126'PINE TREE WITH TRIANGLE BLAZE, 26 FEET WEST OF A MAPLE TREE WITH
 RF0126'TRIANGLE BLAZE, 11 FEET WEST OF APPROXIMATE CENTER LINE OF WOODS
 RF0126'ROAD, 2 FEET EAST OF A WHITE METAL WITNESS POST, SET IN TOP
 RF0126'OF A CONCRETE POST PROJECTING 3 INCHES AND ABOUT LEVEL WITH
 RF0126'THE ROAD.
 RF0126
 RF0126                          STATION RECOVERY (1981)
 RF0126
 RF0126'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1981 (BJR)
 RF0126'BATTLE - 1959 RECOVERED GOOD.
 RF0126'
 RF0126'BATTLE NO. 1 - 1959 RECOVERED GOOD.
 RF0126'
 RF0126'BATTLE NO. 2 - 1959 FOUND DESTROYED.
 RF0126'
 RF0126'AZ - BATTLE - 1959 RECOVERED GOOD.
 RF0126'
 RF0126'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6 MI. SOUTHWEST
 RF0126'OF SMYRNA MILLS.
 RF0126
 RF0126                          STATION RECOVERY (1981)
 RF0126
 RF0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 RF0126'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE RECOVERED
 RF0126'IN GOOD CONDITION.  REFERENCE MARK 2 WAS FOUND TILTED OVER.  THE MARK
 RF0126'WAS STRAIGHTENED UP AND USED AS REFERENCE MARK 3.  THE AZIMUTH MARK IS
 RF0126'NOT VISIBLE FROM THE GROUND.  A SHORTER DISTANCE OF 0.043 M (0.141 FT)
 RF0126'WAS NOTED TO REFERENCE MARK 1.  THE 1959 TO REACH IS ADEQUATE FOR
 RF0126'REACHING THE STATION BUT A FOUR WHEEL DRIVE VEHICLE IS NEEDED.  A NEW
 RF0126'DESCRIPTION FOLLOWS.
 RF0126' 
 RF0126'THE STATION IS LOCATED ABOUT 9.7 KM (6.00 MI) SOUTHWEST OF SMYRNA
 RF0126'MILLS, 6.4 KM (3.95 MI) NORTHEAST OF ISLAND FALLS AND 250 YARDS
 RF0126'SOUTHEAST OF INTERSTATE HIGHWAY 95.  THE PROPERTY OWNER IS NOT KNOWN.
 RF0126'TO REACH THE STATION FROM THE POST OFFICE IN ISLAND FALLS, GO WEST ON
 RF0126'STATE HIGHWAY 159 FOR 1.0 KM (0.60 MI) TO INTERSTATE HIGHWAY 95.  TURN
 RF0126'RIGHT AND GO NORTHEAST ON HIGHWAY 95 FOR 8.1 KM (5.05 MI) TO MILE
 RF0126'MARKER 274 ON THE RIGHT AND THE END OF TRUCK TRAVEL.  FOLLOW A COMPASS
 RF0126'BEARING STRAIGHT SOUTH FOR ABOUT 300 YARDS TO THE STATION.
 RF0126' 
 RF0126'THE STATION IS A STANDARD NGS DISK STAMPED--BATTLE 1959--, SET INTO
 RF0126'THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES OR 30 CM ON SIDE
 RF0126'PROJECTING 2 INCHES OR 5 CM ABOVE THE GROUND LOCATED 36.0 FT (11.0 M)
 RF0126'NW FROM A 14-INCH TRIANGULAR BLAZED HEMLOCK TREE, 8.0 FT (2.4 M) WNW
 RF0126'FROM THE CENTER OF A TRACK ROAD, AND 2.5 FT (0.8 M) NE FROM A METAL
 RF0126'WITNESS POST.  REFERENCE MARK NO 1 IS A STANDARD NGS DISK
 RF0126'STAMPED--BATTLE NO 1 1959--, SET INTO THE TOP OF A SQUARE CONCRETE
 RF0126'MONUMENT 12 INCHES OR 30 CM ON SIDE PROJECTING 3 INCHES OR 8 CM ABOVE
 RF0126'THE GROUND LOCATED 49.0 FT (14.9 M) ESE FROM THE CENTER OF THE TRACK
 RF0126'ROAD, 30.5 FT (9.3 M) ESE FROM THE 14-INCH HEMLOCK TREE, 19.0 FT (5.8
 RF0126'M) NNE FROM A 30-INCH TREE, AND 2.0 FT (0.6 M) LOWER THAN THE STATION.
 RF0126'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--BATTLE 1959 NO 3
 RF0126'1981--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES OR 30
 RF0126'CM ON SIDE PROJECTING 6 INCHES OR 15 CM ABOVE THE GROUND LOCATED 65.0
 RF0126'FT (19.8 M) SW FROM THE 14-INCH HEMLOCK TREE, 21.0 FT (6.4 M) ESE FROM
 RF0126'A TWIN-TRUNKED TREE, 8.0 FT (2.4 M) WNW FROM THE CENTER OF THE TRACK
 RF0126'ROAD, AND 2.0 FT (0.6 M) LOWER THAN THE STATION.  AZIMUTH MARK NO 1 IS
 RF0126'A STANDARD CGS DISK STAMPED--BATTLE 1959--, SET INTO THE TOP OF A
 RF0126'SQUARE CONCRETE MONUMENT 12 INCHES OR 30 CM ON SIDE PROJECTING 3
 RF0126'INCHES OR 8 CM ABOVE THE GROUND LOCATED 49.0 FT (14.9 M) N FROM THE
 RF0126'CENTER OF A TRACK ROAD, 26.0 FT (7.9 M) N FROM A LARGE BOULDER LAYING
 RF0126'ON TOP OF THE GROUND, AND 3.0 FT (0.9 M) E FROM A METAL WITNESS POST.
 RF0126'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE TRACK ROAD
 RF0126'FOR 100 YARDS TO A CROSSROAD.  TURN RIGHT AND GO EAST ON A TRACK ROAD
 RF0126'FOR 75 YARDS TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0128 ***********************************************************************
 RF0128  DESIGNATION -  BATTLE RM 1
 RF0128  PID         -  RF0128
 RF0128  STATE/COUNTY-  ME/AROOSTOOK
 RF0128  USGS QUAD   -  OAKFIELD (1986)
 RF0128
 RF0128                         *CURRENT SURVEY CONTROL
 RF0128  ___________________________________________________________________
 RF0128* NAD 83(1986)-  46 03 35.     (N)    068 13 50.     (W)     SCALED    
 RF0128* NAVD 88     -       166.053  (meters)     544.79   (feet)  ADJUSTED  
 RF0128  ___________________________________________________________________
 RF0128  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 RF0128  DYNAMIC HT  -         166.059 (meters)     544.81  (feet)  COMP
 RF0128  MODELED GRAV-     980,649.4   (mgal)                       NAVD 88
 RF0128
 RF0128  VERT ORDER  -  SECOND    CLASS 0
 RF0128
 RF0128.The horizontal coordinates were scaled from a topographic map and have
 RF0128.an estimated accuracy of +/- 6 seconds.
 RF0128
 RF0128.The orthometric height was determined by differential leveling
 RF0128.and adjusted by the National Geodetic Survey in June 1991..
 RF0128
 RF0128.The geoid height was determined by GEOID03.
 RF0128
 RF0128.The dynamic height is computed by dividing the NAVD 88
 RF0128.geopotential number by the normal gravity value computed on the
 RF0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0128.degrees latitude (g = 980.6199 gals.).
 RF0128
 RF0128.The modeled gravity was interpolated from observed gravity values.
 RF0128
 RF0128;                    North         East    Units  Estimated Accuracy
 RF0128;SPC ME E     -   265,950.      320,850.      MT  (+/- 180 meters Scaled)
 RF0128
 RF0128                          SUPERSEDED SURVEY CONTROL
 RF0128
 RF0128  NGVD 29 (??/??/92)  166.223  (m)          545.35   (f) ADJ UNCH    2 0
 RF0128
 RF0128.Superseded values are not recommended for survey control.
 RF0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0128.See file dsdata.txt to determine how the superseded data were derived.
 RF0128
 RF0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM595009(NAD 83)
 RF0128_MARKER: DR = REFERENCE MARK DISK
 RF0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RF0128_STAMPING: BATTLE NO 1 1959
 RF0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0128+STABILITY: SURFACE MOTION
 RF0128
 RF0128  HISTORY     - Date     Condition        Report By
 RF0128  HISTORY     - 1959     MONUMENTED       CGS
 RF0128
 RF0128                          STATION DESCRIPTION
 RF0128
 RF0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RF0128'2.8 MI SW FROM DYER BROOK.
 RF0128'2.1 MILES SOUTHWEST ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 RF0128'THE U.S. HIGHWAY 2 OVERPASS AT DYER BROOK TO A ROAD CROSSING,
 RF0128'THENCE 0.65 MILE WEST ALONG WOODS ROAD TO A T JUNCTION, THENCE
 RF0128'0.1 MILE SOUTHWEST ALONG A WOODS ROAD, 47 1/2 FEET EAST OF
 RF0128'APPROXIMATE CENTERLINE OF ROAD, 32 FEET NORTHEAST OF PINE TREE
 RF0128'WITH TRIANGLE BLAZE, 57.7 FEET SOUTHEAST OF THE STATION, SET
 RF0128'IN TOP OF A CONCRETE POST PROJECTING 3 INCHES AND ABOUT LEVEL
 RF0128'WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0127 ***********************************************************************
 RF0127  DESIGNATION -  BATTLE RM 2
 RF0127  PID         -  RF0127
 RF0127  STATE/COUNTY-  ME/AROOSTOOK
 RF0127  USGS QUAD   -  OAKFIELD (1986)
 RF0127
 RF0127                         *CURRENT SURVEY CONTROL
 RF0127  ___________________________________________________________________
 RF0127* NAD 83(1986)-  46 03 35.     (N)    068 13 50.     (W)     SCALED    
 RF0127* NAVD 88     -       165.677  (meters)     543.56   (feet)  ADJUSTED  
 RF0127  ___________________________________________________________________
 RF0127  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 RF0127  DYNAMIC HT  -         165.683 (meters)     543.58  (feet)  COMP
 RF0127  MODELED GRAV-     980,649.4   (mgal)                       NAVD 88
 RF0127
 RF0127  VERT ORDER  -  SECOND    CLASS 0
 RF0127
 RF0127.The horizontal coordinates were scaled from a topographic map and have
 RF0127.an estimated accuracy of +/- 6 seconds.
 RF0127
 RF0127.The orthometric height was determined by differential leveling
 RF0127.and adjusted by the National Geodetic Survey in June 1991..
 RF0127
 RF0127.The geoid height was determined by GEOID03.
 RF0127
 RF0127.The dynamic height is computed by dividing the NAVD 88
 RF0127.geopotential number by the normal gravity value computed on the
 RF0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0127.degrees latitude (g = 980.6199 gals.).
 RF0127
 RF0127.The modeled gravity was interpolated from observed gravity values.
 RF0127
 RF0127;                    North         East    Units  Estimated Accuracy
 RF0127;SPC ME E     -   265,950.      320,850.      MT  (+/- 180 meters Scaled)
 RF0127
 RF0127                          SUPERSEDED SURVEY CONTROL
 RF0127
 RF0127  NGVD 29 (??/??/92)  165.848  (m)          544.12   (f) ADJ UNCH    2 0
 RF0127
 RF0127.Superseded values are not recommended for survey control.
 RF0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0127.See file dsdata.txt to determine how the superseded data were derived.
 RF0127
 RF0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM595009(NAD 83)
 RF0127_MARKER: DR = REFERENCE MARK DISK
 RF0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RF0127_STAMPING: BATTLE NO 2 1959
 RF0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0127+STABILITY: SURFACE MOTION
 RF0127
 RF0127  HISTORY     - Date     Condition        Report By
 RF0127  HISTORY     - 1959     MONUMENTED       CGS
 RF0127
 RF0127                          STATION DESCRIPTION
 RF0127
 RF0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RF0127'2.8 MI SW FROM DYER BROOK.
 RF0127'2.1 MILES SOUTHWEST ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 RF0127'THE U.S. HIGHWAY 2 OVERPASS AT DYER BROOK TO A ROAD CROSSING,
 RF0127'THENCE 0.65 MILE WEST ALONG WOODS ROAD TO A T JUNCTION, THENCE
 RF0127'0.1 MILE SOUTHWEST ALONG A WOODS ROAD, 9 FEET WEST OF
 RF0127'APPROXIMATE CENTERLINE OF ROAD, 75.3 FEET SOUTHWEST OF THE
 RF0127'STATION, SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES AND ABOUT
 RF0127'LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2536 ***********************************************************************
 OC2536  DESIGNATION -  BAUNEG
 OC2536  PID         -  OC2536
 OC2536  STATE/COUNTY-  ME/YORK
 OC2536  USGS QUAD   -  SANFORD (1983)
 OC2536
 OC2536                         *CURRENT SURVEY CONTROL
 OC2536  ___________________________________________________________________
 OC2536* NAD 83(1996)-  43 23 02.69422(N)    070 47 05.33326(W)     ADJUSTED  
 OC2536* NAVD 88     -       264.1    (meters)     866.     (feet)  VERTCON   
 OC2536  ___________________________________________________________________
 OC2536  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 OC2536  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 OC2536
 OC2536  HORZ ORDER  -  FIRST
 OC2536
 OC2536.The horizontal coordinates were established by classical geodetic methods
 OC2536.and adjusted by the National Geodetic Survey in March 1998..
 OC2536
 OC2536.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2536
 OC2536.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2536
 OC2536.The geoid height was determined by GEOID03.
 OC2536
 OC2536;                    North         East     Units Scale Factor Converg.
 OC2536;SPC ME W     -    61,368.868   849,912.305   MT  0.99999751   -0 25 28.6
 OC2536;UTM  19      - 4,805,014.796   355,430.738   MT  0.99985710   -1 13 34.2
 OC2536
 OC2536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2536!SPC ME W     -   0.99996277  x   0.99999751  =   0.99996028
 OC2536!UTM  19      -   0.99996277  x   0.99985710  =   0.99981987
 OC2536
 OC2536:                Primary Azimuth Mark                     Grid Az
 OC2536:SPC ME W     -  SANFORD MILLS ROUND STACK                009 43 30.2
 OC2536:UTM  19      -  SANFORD MILLS ROUND STACK                010 31 35.8
 OC2536
 OC2536|---------------------------------------------------------------------|
 OC2536| PID    Reference Object                     Distance      Geod. Az  |
 OC2536|                                                           dddmmss.s |
 OC2536| OC2534 SANFORD MILLS ROUND STACK           APPROX. 6.3 KM 0091801.6 |
 OC2536| OC2529 SANFORD MUN TANK                    APPROX. 8.3 KM 0163406.5 |
 OC2536| OC2129 SPRINGY                             APPROX.12.4 KM 0551339.8 |
 OC2536| CE7224 BAUNEG RM 2                          24.121 METERS 07249     |
 OC2536| OC2526 SANFORD TV STA WMEG MAST            APPROX. 3.9 KM 3364437.7 |
 OC2536| OC2527 SANFORD ATT MICROWAVE               APPROX. 4.3 KM 3391906.4 |
 OC2536| CE7223 BAUNEG RM 1                          19.913 METERS 35417     |
 OC2536|---------------------------------------------------------------------|
 OC2536
 OC2536                          SUPERSEDED SURVEY CONTROL
 OC2536
 OC2536  NAD 83(1992)-  43 23 02.69224(N)    070 47 05.33490(W) AD(       ) 1
 OC2536  NAD 83(1986)-  43 23 02.69907(N)    070 47 05.34160(W) AD(       ) 1
 OC2536  NAD 27      -  43 23 02.39917(N)    070 47 07.13152(W) AD(       ) 1
 OC2536  NGVD 29 (07/19/86)  264.3    (m)          867.     (f) VERT ANG       
 OC2536
 OC2536.Superseded values are not recommended for survey control.
 OC2536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2536.See file dsdata.txt to determine how the superseded data were derived.
 OC2536
 OC2536_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ5543105015(NAD 83)
 OC2536_MARKER: DS = TRIANGULATION STATION DISK
 OC2536_SETTING: 66 = SET IN ROCK OUTCROP
 OC2536
 OC2536  HISTORY     - Date     Condition        Report By
 OC2536  HISTORY     - 1976     MONUMENTED       NGS
 OC2536
 OC2536                          STATION DESCRIPTION
 OC2536
 OC2536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2536'THE STATION IS ABOUT 4 MILES SOUTH OF SANFORD, 3.5 MILES
 OC2536'EAST-SOUTHEAST OF LEBANON, 3 MILES SOUTHWEST OF SOUTH SANFORD,
 OC2536'A TOP BAUNEG BEG MOUNTAIN AND ON PROPERTY OWNED BY MISTER
 OC2536'PERLEY THOMPSON, SOMERSWORTH ROAD, PHONE 676-2717, NORTH
 OC2536'BERWICK, MAINE. EGBERT FORD, 15 KIRK STREET, PHONE 243-2226
 OC2536'SPRINGVALE, MAINE, GAVE PERMISSION TO CROSS HIS PROPERTY
 OC2536'ENROUTE TO THE STATION.
 OC2536'
 OC2536'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 4,  4A
 OC2536'AND 109, SOUTH SANFORD, GO SOUTH ON STATE HIGHWAY 4 FOR 0.9 MILE
 OC2536'TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WESTERLY FOR 0.4 MILE
 OC2536'ON A PAVED CROSSROAD, CONTINUE AHEAD ON A PAVED ROAD SOUTHWEST
 OC2536'AND NORTHWEST FOR 1.6 MILES TO A SIDE ROAD LEFT. TURN LEFT
 OC2536'AND GO SOUTHWESTERLY ON A PAVED ROAD FOR 0.35 MILE
 OC2536'TO A T-INTERSECTION.  TURN LEFT AND GO SOUTHERLY ON A GRAVEL
 OC2536'ROAD FOR 1.2 MILES TO A TRIANGLE BLAZED PINE TREE AND A
 OC2536'WOODS ROAD LEFT. TURN LEFT AND GO EASTERLY, UPHILL ON A WOODS
 OC2536'ROAD FOR 0.45 MILE TO THE TOP OF THE MOUNTAIN AND THE STATION
 OC2536'AT THE HIGHEST POINT.
 OC2536'
 OC2536'STATION MARK IS A STANDARD DISK STAMPED--BAUNEG 1975--CEMENTED
 OC2536'IN A DRILL HOLE IN AN EXPOSED LEDGE OF BEDROCK.  IT IS 23.3 FEET
 OC2536'SOUTH OF A 5-INCH MAPLE TREE AND 42.3 FEET NORTHEAST OF A 7-INCH
 OC2536'MAPLE TREE.
 OC2536'
 OC2536'REFERENCE MARK 1 IS A STANDARD DISK STAMPED--BAUNEG NO 1
 OC2536'1975--, CEMENTED IN A DRILL HOLE ON IN BEDROCK.  IT IS 13.0
 OC2536'FEET SOUTH OF A 5-INCH MAPLE TREE AND 42.6 FEET NORTHEAST
 OC2536'OF A 5-INCH MAPLE TREE.
 OC2536'
 OC2536'REFERENCE MARK 2 IS A STANDARD DISK STAMPED--BAUNEG NO 2 1975--,
 OC2536'CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS 14.7 FEET SOUTHEAST
 OC2536'OF A BLAZED WHITE PINE TREE.
 OC2536'
 OC2536'THERE WAS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 OC2536'A FOUR WHEEL DRIVE VEHICLE IS NECESSARY FOR THE WOODS ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1450 ***********************************************************************
 QG1450  DESIGNATION -  BAXTER PEAK CAIRN 1955
 QG1450  PID         -  QG1450
 QG1450  STATE/COUNTY-  ME/PISCATAQUIS
 QG1450  USGS QUAD   -  MOUNT KATAHDIN (1997)
 QG1450
 QG1450                         *CURRENT SURVEY CONTROL
 QG1450  ___________________________________________________________________
 QG1450* NAD 83(1996)-  45 54 15.96107(N)    068 55 17.07379(W)     ADJUSTED  
 QG1450* NAVD 88     -                                                        
 QG1450  ___________________________________________________________________
 QG1450  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 QG1450  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 QG1450
 QG1450  HORZ ORDER  -  THIRD
 QG1450
 QG1450.The horizontal coordinates were established by classical geodetic methods
 QG1450.and adjusted by the National Geodetic Survey in March 1998..
 QG1450
 QG1450
 QG1450.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1450
 QG1450.The geoid height was determined by GEOID03.
 QG1450
 QG1450;                    North         East     Units Scale Factor Converg.
 QG1450;SPC ME E     -   248,739.136   267,303.363   MT  0.99991314   -0 18 09.5
 QG1450;UTM  19      - 5,083,432.505   506,095.921   MT  0.99960046   +0 03 23.2
 QG1450
 QG1450                          SUPERSEDED SURVEY CONTROL
 QG1450
 QG1450  NAD 83(1992)-  45 54 15.95973(N)    068 55 17.06758(W) AD(       ) 4
 QG1450  NAD 83(1986)-  45 54 15.96409(N)    068 55 17.07967(W) AD(       ) 4
 QG1450  NAD 27      -  45 54 15.78800(N)    068 55 18.91500(W) AD(       ) 3
 QG1450
 QG1450.Superseded values are not recommended for survey control.
 QG1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1450.See file dsdata.txt to determine how the superseded data were derived.
 QG1450
 QG1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL0609683433(NAD 83)
 QG1450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QG1450+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2004
 QG1450
 QG1450  HISTORY     - Date     Condition        Report By
 QG1450  HISTORY     - 1955     MONUMENTED       CGS
 QG1450  HISTORY     - 20040902 GOOD             GEOCAC
 QG1450
 QG1450                          STATION DESCRIPTION
 QG1450
 QG1450'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 QG1450'THE STATION IS LOCATED ABOUT 23 MILES AIRLINE WEST SOUTHWEST
 QG1450'OF PATTEN, 19-1/2 MILES AIRLINE NORTH NORTHWEST OF MILLINOCKET,
 QG1450'IN BAXTER STATE PARK, ON THE HIGHEST PART OF MOUNT KATAHDIN WHICH
 QG1450'IS KNOWN AS BAXTER PEAK.
 QG1450'
 QG1450'THE CAIRN IS LOCATED ON A LARGE BOULDER AND IS ABOUT 4 FEET HIGH
 QG1450'AND 4 FEET IN DIAMETER AT ITS BASE.  IT IS 13.685 METERS, 44.9
 QG1450'FEET NORTHWEST OF TRIANGULATION STATION KATAHDIN (USGS) 1941.  THE
 QG1450'CENTER OF THE CAIRN WAS INTERSECTED.
 QG1450
 QG1450                          STATION RECOVERY (2004)
 QG1450
 QG1450'RECOVERY NOTE BY GEOCACHING 2004 (DKA)
 QG1450'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0628 ***********************************************************************
 QF0628  DESIGNATION -  BAY IBC
 QF0628  PID         -  QF0628
 QF0628  STATE/COUNTY-  ME/WASHINGTON
 QF0628  USGS QUAD   -  VANCEBORO (1988)
 QF0628
 QF0628                         *CURRENT SURVEY CONTROL
 QF0628  ___________________________________________________________________
 QF0628* NAD 83(1996)-  45 34 59.08534(N)    067 29 38.28125(W)     ADJUSTED  
 QF0628* NAVD 88     -       115.     (meters)     377.     (feet)  SCALED    
 QF0628  ___________________________________________________________________
 QF0628  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 QF0628  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 QF0628
 QF0628  HORZ ORDER  -  THIRD
 QF0628
 QF0628.The horizontal coordinates were established by classical geodetic methods
 QF0628.and adjusted by the National Geodetic Survey in March 1998..
 QF0628
 QF0628.The orthometric height was scaled from a topographic map.
 QF0628
 QF0628.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0628
 QF0628.The geoid height was determined by GEOID03.
 QF0628
 QF0628;                    North         East     Units Scale Factor Converg.
 QF0628;SPC ME E     -   213,431.315   378,505.942   MT  0.99997575   +0 43 07.0
 QF0628;UTM  19      - 5,048,829.462   617,488.118   MT  0.99976971   +1 04 33.0
 QF0628
 QF0628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0628!SPC ME E     -   0.99998572  x   0.99997575  =   0.99996147
 QF0628!UTM  19      -   0.99998572  x   0.99976971  =   0.99975543
 QF0628
 QF0628:                Primary Azimuth Mark                     Grid Az
 QF0628:SPC ME E     -  BREEZE IBC                               012 16 24.6
 QF0628:UTM  19      -  BREEZE IBC                               011 54 58.6
 QF0628
 QF0628|---------------------------------------------------------------------|
 QF0628| PID    Reference Object                     Distance      Geod. Az  |
 QF0628|                                                           dddmmss.s |
 QF0628| QF0625 BREEZE IBC                          APPROX. 0.5 KM 0125931.6 |
 QF0628| QF1554 REFERENCE MON 105=DARK              456.919 METERS 2582045.7 |
 QF0628|---------------------------------------------------------------------|
 QF0628
 QF0628                          SUPERSEDED SURVEY CONTROL
 QF0628
 QF0628  NAD 83(1992)-  45 34 59.08149(N)    067 29 38.27840(W) AD(       ) 3
 QF0628  NAD 83(1986)-  45 34 59.08548(N)    067 29 38.28895(W) AD(       ) 3
 QF0628  NAD 27      -  45 34 58.84900(N)    067 29 40.28900(W) AD(       ) 3
 QF0628
 QF0628.Superseded values are not recommended for survey control.
 QF0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0628.See file dsdata.txt to determine how the superseded data were derived.
 QF0628
 QF0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL1748848829(NAD 83)
 QF0628_MARKER: H = DRILL HOLE
 QF0628_SETTING: 80 = SET IN A BOULDER
 QF0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0628+STABILITY: SURFACE MOTION
 QF0628
 QF0628  HISTORY     - Date     Condition        Report By
 QF0628  HISTORY     - 1911     MONUMENTED       IBC
 QF0628  HISTORY     - 1946     GOOD             IBC
 QF0628  HISTORY     - 1955     SEE DESCRIPTION  IBC
 QF0628  HISTORY     - 1972     SEE DESCRIPTION  IBC
 QF0628
 QF0628                          STATION DESCRIPTION
 QF0628
 QF0628'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (AJB)
 QF0628'ON THE S SIDE OF SPEDNIK LAKE, ABOUT 3/4 MILE DIRECTLY S OF---THE
 QF0628'NARROWS---, AND ABOUT THE SAME DISTANCE E OF DARK COVE.  THE STATION
 QF0628'IS ON A ROCK 20 FEET IN DIAMETER AND 1-1/2 FEET ABOVE LOW WATER
 QF0628'(SUBMERGED OVER 3 FEET AT HIGH WATER), 50 FEET OUTSIDE LOW - WATER
 QF0628'LINE, AND 150 FEET OUTSIDE THE TREE LINE ON THE SECOND POINT W OF THE
 QF0628'SANDY BEACH IN THE HEAD OF SANDY BAY.  THERE IS A SIMILAR ROCK 12
 QF0628'FEET OUTSIDE IT.
 QF0628'
 QF0628'STATION MARK IS A DRILL HOLE IN THE CENTER OF A CROSS CUT IN THE
 QF0628'ROCK.
 QF0628
 QF0628                          STATION RECOVERY (1946)
 QF0628
 QF0628'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1946
 QF0628'STATION RECOVERED IN GOOD CONDITION.
 QF0628
 QF0628                          STATION RECOVERY (1955)
 QF0628
 QF0628'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF0628'WATER TO DEEP TO RECOVER STATION.
 QF0628
 QF0628                          STATION RECOVERY (1972)
 QF0628
 QF0628'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF0628'IN 1955 NWS WROTE THAT THE WATER WAS TO DEEP TO RECOVER THE STATION.
 QF0628'THE SAME CONDITION EXISTED IN 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0539 ***********************************************************************
 OB0539  DESIGNATION -  BAY PT BROWN HSE CHIMNEY
 OB0539  PID         -  OB0539
 OB0539  STATE/COUNTY-  ME/SAGADAHOC
 OB0539  USGS QUAD   -  PHIPPSBURG (1957)
 OB0539
 OB0539                         *CURRENT SURVEY CONTROL
 OB0539  ___________________________________________________________________
 OB0539* NAD 83(1996)-  43 45 17.07326(N)    069 46 26.69459(W)     ADJUSTED  
 OB0539* NAVD 88     -                                                        
 OB0539  ___________________________________________________________________
 OB0539  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 OB0539  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 OB0539
 OB0539  HORZ ORDER  -  THIRD
 OB0539
 OB0539.The horizontal coordinates were established by classical geodetic methods
 OB0539.and adjusted by the National Geodetic Survey in March 1998..
 OB0539
 OB0539
 OB0539.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0539
 OB0539.The geoid height was determined by GEOID03.
 OB0539
 OB0539;                    North         East     Units Scale Factor Converg.
 OB0539;SPC ME W     -   102,438.652   931,616.110   MT  0.99997896   +0 16 17.4
 OB0539;UTM  19      - 4,844,924.356   437,683.515   MT  0.99964776   -0 32 07.3
 OB0539
 OB0539                          SUPERSEDED SURVEY CONTROL
 OB0539
 OB0539  NAD 83(1992)-  43 45 17.07071(N)    069 46 26.69247(W) AD(       ) 4
 OB0539  NAD 83(1986)-  43 45 17.07638(N)    069 46 26.69818(W) AD(       ) 4
 OB0539  NAD 27      -  43 45 16.77000(N)    069 46 28.53000(W) AD(       ) 3
 OB0539
 OB0539.Superseded values are not recommended for survey control.
 OB0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0539.See file dsdata.txt to determine how the superseded data were derived.
 OB0539
 OB0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3768444924(NAD 83)
 OB0539
 OB0539  HISTORY     - Date     Condition        Report By
 OB0539  HISTORY     - UNK      MONUMENTED
 OB0539  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0539  HISTORY     - 20020914 POOR             USPSQD
 OB0539
 OB0539                          STATION DESCRIPTION
 OB0539
 OB0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (HOF)
 OB0539'COMPLETE NEW DESCRIPTION--
 OB0539'
 OB0539'THE HOUSE IS NOW PAINTED GREEN AND IS LOCATED ABOUT
 OB0539'20 METERS W OF THE NW CORNER OF A SMALL BIGHT WITH
 OB0539
 OB0539                          STATION RECOVERY (2002)
 OB0539
 OB0539'RECOVERY NOTE BY US POWER SQUADRON 2002 (RHS)
 OB0539'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2545 ***********************************************************************
 PE2545  DESIGNATION -  BAYSIDE
 PE2545  PID         -  PE2545
 PE2545  STATE/COUNTY-  ME/WALDO
 PE2545  USGS QUAD   -  SEARSPORT (1988)
 PE2545
 PE2545                         *CURRENT SURVEY CONTROL
 PE2545  ___________________________________________________________________
 PE2545* NAD 83(1996)-  44 22 50.44504(N)    068 58 04.54582(W)     ADJUSTED  
 PE2545* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 PE2545  ___________________________________________________________________
 PE2545  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 PE2545  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 PE2545
 PE2545  HORZ ORDER  -  THIRD
 PE2545
 PE2545.The horizontal coordinates were established by classical geodetic methods
 PE2545.and adjusted by the National Geodetic Survey in March 1998..
 PE2545.No horizontal observational check was made to the station.
 PE2545
 PE2545.The orthometric height was scaled from a topographic map.
 PE2545
 PE2545.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2545
 PE2545.The geoid height was determined by GEOID03.
 PE2545
 PE2545;                    North         East     Units Scale Factor Converg.
 PE2545;SPC ME E     -    79,434.421   262,713.682   MT  0.99991709   -0 19 38.2
 PE2545;UTM  19      - 4,914,155.953   502,554.735   MT  0.99960008   +0 01 20.8
 PE2545
 PE2545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2545!SPC ME E     -   1.00000342  x   0.99991709  =   0.99992051
 PE2545!UTM  19      -   1.00000342  x   0.99960008  =   0.99960350
 PE2545
 PE2545                          SUPERSEDED SURVEY CONTROL
 PE2545
 PE2545  NAD 83(1992)-  44 22 50.44688(N)    068 58 04.52472(W) AD(       ) 3
 PE2545  NAD 83(1986)-  44 22 50.44925(N)    068 58 04.52370(W) AD(       ) 3
 PE2545
 PE2545.Superseded values are not recommended for survey control.
 PE2545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2545.See file dsdata.txt to determine how the superseded data were derived.
 PE2545
 PE2545_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK0255514156(NAD 83)
 PE2545_MARKER: DD = SURVEY DISK
 PE2545_SETTING: 0 = UNSPECIFIED SETTING
 PE2545_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2545_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE2545
 PE2545  HISTORY     - Date     Condition        Report By
 PE2545  HISTORY     - 1983     MONUMENTED       NOS
 PE2545
 PE2545                          STATION DESCRIPTION
 PE2545
 PE2545'DESCRIBED BY NATIONAL OCEAN SERVICE 1983 (RST)
 PE2545'THE STATION IS LOCATED AT THE VILLAGE OF BAYSIDE, MAINE ABOUT
 PE2545'5 MILES SOUTH OF BELFAST, MAINE.
 PE2545'
 PE2545'TO REACH THE STATION FROM THE CENTER OF PASSAGASSAWAKAKEAG
 PE2545'RIVER BRIDGE IN BELFAST, MAINE, GO SOUTH ON US 1 FOR 7.4 KM
 PE2545'(4.6 MI) TO A SIDE ROAD LEFT. GO IN AN EASTERLY DIRECTION FOR
 PE2545'1.2 KM (0.75 MI) TO ANOTHER ROAD LEFT.  TURN LEFT AND GO 0.4 KM
 PE2545'(0.25 MI) TO THE VICINITY OF THE VILLAGE OF BAYSIDE AND
 PE2545'ANOTHER ROAD LEFT WHICH LEADS TO A PUBLIC BOAT LANDING, A SMALL
 PE2545'PLAYGROUND AND TO THE STATION.
 PE2545'
 PE2545'THE STATION IS A STANDARD NOS DISK
 PE2545'STAMPED---BAYSIDE 1983---,
 PE2545'SET IN THE SSW END OF A 1.5 METER BY 1.8 METER CONCRETE BASE
 PE2545'WHICH PROJECTS 50 CM ABOVE GROUND SURFACE, THE BASE HAS A
 PE2545'CAPSTAN 35 CM IN DIAMETER IN ITS CENTER.
 PE2545'IT IS LOCATED
 PE2545'0.7 METER (2.3 FT) SOUTHWEST FROM THE CAPSTAN,
 PE2545'33 METERS (108 FT) EAST-NORTHEAST FROM A LARGE FORKED ASH TREE,
 PE2545'55 METERS (180 FT) WEST FROM A PUBLIC BOAT DOCK,
 PE2545'28 METERS (92 FT) WEST-SOUTHWEST FROM THE CENTER OF A CAR
 PE2545'TURN-AROUND AT THE PUBLIC BOAT DOCK, AND
 PE2545'37.0 METERS (121.4 FT) NORTHWEST FROM THE NORTHWEST CORNER OF A
 PE2545'ONE STORY CEDAR SIDED SMALL BUILDING CLOSEST TO THE WATERS EDGE.
 PE2545'
 PE2545'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.45 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0032 ***********************************************************************
 OB0032  DESIGNATION -  BB 152
 OB0032  PID         -  OB0032
 OB0032  STATE/COUNTY-  ME/KNOX
 OB0032  USGS QUAD   -  FRIENDSHIP (1973)
 OB0032
 OB0032                         *CURRENT SURVEY CONTROL
 OB0032  ___________________________________________________________________
 OB0032* NAD 83(1986)-  43 59 09.     (N)    069 19 49.     (W)     SCALED    
 OB0032* NAVD 88     -        34.319  (meters)     112.59   (feet)  ADJUSTED  
 OB0032  ___________________________________________________________________
 OB0032  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 OB0032  DYNAMIC HT  -          34.316 (meters)     112.59  (feet)  COMP
 OB0032  MODELED GRAV-     980,516.8   (mgal)                       NAVD 88
 OB0032
 OB0032  VERT ORDER  -  SECOND    CLASS 0
 OB0032
 OB0032.The horizontal coordinates were scaled from a topographic map and have
 OB0032.an estimated accuracy of +/- 6 seconds.
 OB0032
 OB0032.The orthometric height was determined by differential leveling
 OB0032.and adjusted by the National Geodetic Survey in June 1991..
 OB0032
 OB0032.The geoid height was determined by GEOID03.
 OB0032
 OB0032.The dynamic height is computed by dividing the NAVD 88
 OB0032.geopotential number by the normal gravity value computed on the
 OB0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0032.degrees latitude (g = 980.6199 gals.).
 OB0032
 OB0032.The modeled gravity was interpolated from observed gravity values.
 OB0032
 OB0032;                    North         East    Units  Estimated Accuracy
 OB0032;SPC ME E     -    35,790.      233,400.      MT  (+/- 180 meters Scaled)
 OB0032
 OB0032                          SUPERSEDED SURVEY CONTROL
 OB0032
 OB0032  NGVD 29 (??/??/92)   34.528  (m)          113.28   (f) ADJ UNCH    2 0
 OB0032
 OB0032.Superseded values are not recommended for survey control.
 OB0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0032.See file dsdata.txt to determine how the superseded data were derived.
 OB0032
 OB0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ735703(NAD 83)
 OB0032_MARKER: DB = BENCH MARK DISK
 OB0032_SETTING: 66 = SET IN ROCK OUTCROP
 OB0032_SP_SET: BEDROCK
 OB0032_STAMPING: BB 152 1962
 OB0032_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0032+STABILITY: POSITION/ELEVATION WELL
 OB0032
 OB0032  HISTORY     - Date     Condition        Report By
 OB0032  HISTORY     - 1962     MONUMENTED       CGS
 OB0032  HISTORY     - 19910826 GOOD             USPSQD
 OB0032
 OB0032                          STATION DESCRIPTION
 OB0032
 OB0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OB0032'IN FRIENDSHIP.
 OB0032'AT FRIENDSHIP, ALONG STATE HIGHWAY 97, ABOUT 0.25 MILE NORTHEAST OF
 OB0032'THE JUNCTION OF STATE HIGHWAY 220 AND 97, SET ON THE TOP OF A LARGE
 OB0032'MASS OF BEDROCK, 52 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 OB0032'114.9 FEET NORTH OF AND ACROSS THE HIGHWAY FROM THE NORTHWEST CORNER
 OB0032'OF THE LARGE ADVENT CHRISTIAN CHURCH, 33 FEET NORTHWEST OF THE
 OB0032'SOUTHWEST CORNER OF THE TOWN BUILDING (FORMERLY A SCHOOLHOUSE), 67
 OB0032'FEET SOUTH OF THE SOUTH CORNER OF THE RESIDENCE OF C. E. PRIOR (OWNER
 OB0032'OF PROPERTY WHERE MARK IS LOCATED), AND ABOUT 4 FEET ABOVE THE LEVEL
 OB0032'OF THE HIGHWAY.
 OB0032
 OB0032                          STATION RECOVERY (1991)
 OB0032
 OB0032'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OB0032'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2214 ***********************************************************************
 OC2214  DESIGNATION -  BC 205 FCT 1943
 OC2214  PID         -  OC2214
 OC2214  STATE/COUNTY-  ME/YORK
 OC2214  USGS QUAD   -  KITTERY (1989)
 OC2214
 OC2214                         *CURRENT SURVEY CONTROL
 OC2214  ___________________________________________________________________
 OC2214* NAD 83(1996)-  43 04 01.84728(N)    070 41 11.04934(W)     ADJUSTED  
 OC2214* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 OC2214  ___________________________________________________________________
 OC2214  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 OC2214  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 OC2214
 OC2214  HORZ ORDER  -  THIRD
 OC2214
 OC2214.The horizontal coordinates were established by classical geodetic methods
 OC2214.and adjusted by the National Geodetic Survey in March 1998..
 OC2214
 OC2214.The orthometric height was scaled from a topographic map.
 OC2214
 OC2214.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2214
 OC2214.The geoid height was determined by GEOID03.
 OC2214
 OC2214;                    North         East     Units Scale Factor Converg.
 OC2214;SPC ME W     -    26,108.661   857,667.800   MT  0.99998870   -0 21 17.7
 OC2214;UTM  19      - 4,769,655.098   362,692.580   MT  0.99983193   -1 09 06.3
 OC2214
 OC2214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2214!SPC ME W     -   1.00000279  x   0.99998870  =   0.99999149
 OC2214!UTM  19      -   1.00000279  x   0.99983193  =   0.99983472
 OC2214
 OC2214                          SUPERSEDED SURVEY CONTROL
 OC2214
 OC2214  NAD 83(1992)-  43 04 01.84619(N)    070 41 11.04986(W) AD(       ) 3
 OC2214  NAD 83(1986)-  43 04 01.84945(N)    070 41 11.05371(W) AD(       ) 3
 OC2214  NAD 27      -  43 04 01.52800(N)    070 41 12.86900(W) AD(       ) 3
 OC2214
 OC2214.Superseded values are not recommended for survey control.
 OC2214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2214.See file dsdata.txt to determine how the superseded data were derived.
 OC2214
 OC2214_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH6269369655(NAD 83)
 OC2214
 OC2214  HISTORY     - Date     Condition        Report By
 OC2214  HISTORY     - 1943     MONUMENTED       CGS
 OC2214
 OC2214                          STATION DESCRIPTION
 OC2214
 OC2214'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 OC2214'THE STATION IS ON TOP OF THE SQUARE CONCRETE TOWER THAT IS E AND
 OC2214'N OF BATTERY 205 AT FORT FOSTER.  THE INSTRUMENT CENTER ON THE
 OC2214'TOP FLOOR WAS PROJECTED TO THE ROOF AND MARKED WITH A STANDARD
 OC2214'DISK, STAMPED BC 205 FCT 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1649 ***********************************************************************
 OC1649  DESIGNATION -  BC ACKER 1941
 OC1649  PID         -  OC1649
 OC1649  STATE/COUNTY-  ME/CUMBERLAND
 OC1649  USGS QUAD   -  PORTLAND EAST (1975)
 OC1649
 OC1649                         *CURRENT SURVEY CONTROL
 OC1649  ___________________________________________________________________
 OC1649* NAD 83(1996)-  43 41 12.16382(N)    070 11 38.52303(W)     ADJUSTED  
 OC1649* NAVD 88     -        22.     (meters)      72.     (feet)  SCALED    
 OC1649  ___________________________________________________________________
 OC1649  LAPLACE CORR-           3.63  (seconds)                    DEFLEC99
 OC1649  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 OC1649
 OC1649  HORZ ORDER  -  SECOND
 OC1649
 OC1649.The horizontal coordinates were established by classical geodetic methods
 OC1649.and adjusted by the National Geodetic Survey in March 1998..
 OC1649
 OC1649.The orthometric height was scaled from a topographic map.
 OC1649
 OC1649.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1649
 OC1649.The geoid height was determined by GEOID03.
 OC1649
 OC1649;                    North         East     Units Scale Factor Converg.
 OC1649;SPC ME W     -    94,805.720   897,793.513   MT  0.99996673   -0 01 08.1
 OC1649;UTM  19      - 4,837,770.270   403,766.754   MT  0.99971391   -0 49 29.3
 OC1649
 OC1649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1649!SPC ME W     -   1.00000067  x   0.99996673  =   0.99996740
 OC1649!UTM  19      -   1.00000067  x   0.99971391  =   0.99971458
 OC1649
 OC1649                          SUPERSEDED SURVEY CONTROL
 OC1649
 OC1649  NAD 83(1992)-  43 41 12.16210(N)    070 11 38.52371(W) AD(       ) 2
 OC1649  NAD 83(1986)-  43 41 12.16818(N)    070 11 38.52917(W) AD(       ) 2
 OC1649  NAD 27      -  43 41 11.87700(N)    070 11 40.35500(W) AD(       ) 2
 OC1649
 OC1649.Superseded values are not recommended for survey control.
 OC1649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1649.See file dsdata.txt to determine how the superseded data were derived.
 OC1649
 OC1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0376737770(NAD 83)
 OC1649
 OC1649  HISTORY     - Date     Condition        Report By
 OC1649  HISTORY     - 1941     MONUMENTED       CGS
 OC1649
 OC1649                          STATION DESCRIPTION
 OC1649
 OC1649'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1649'STATION IS LOCATED ON THE N FORK OF FORT MC KINLEY, ABOUT 300
 OC1649'FT. SE OF THE CENTER OF BATTERY ACKER, HOUSED IN A SMALL CONCRETE
 OC1649'BUILDING.  IT IS THE INSTRUMENT CENTER FOR BATTERY ACKER.  THE
 OC1649'INSTRUMENT CENTER WAS PROJECTED ON THE ROOF, THEREFORE, NO
 OC1649'PERMANENT MARK WAS ESTABLISHED.
 OC1649'
 OC1649'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1671 ***********************************************************************
 OC1671  DESIGNATION -  BC B 1 BERRY 1941
 OC1671  PID         -  OC1671
 OC1671  STATE/COUNTY-  ME/CUMBERLAND
 OC1671  USGS QUAD   -  PORTLAND EAST (1975)
 OC1671
 OC1671                         *CURRENT SURVEY CONTROL
 OC1671  ___________________________________________________________________
 OC1671* NAD 83(1996)-  43 41 13.62089(N)    070 11 33.64837(W)     ADJUSTED  
 OC1671* NAVD 88     -        20.     (meters)      66.     (feet)  SCALED    
 OC1671  ___________________________________________________________________
 OC1671  LAPLACE CORR-           3.62  (seconds)                    DEFLEC99
 OC1671  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 OC1671
 OC1671  HORZ ORDER  -  THIRD
 OC1671
 OC1671.The horizontal coordinates were established by classical geodetic methods
 OC1671.and adjusted by the National Geodetic Survey in March 1998..
 OC1671
 OC1671.The orthometric height was scaled from a topographic map.
 OC1671
 OC1671.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1671
 OC1671.The geoid height was determined by GEOID03.
 OC1671
 OC1671;                    North         East     Units Scale Factor Converg.
 OC1671;SPC ME W     -    94,850.653   897,902.698   MT  0.99996672   -0 01 04.7
 OC1671;UTM  19      - 4,837,813.651   403,876.532   MT  0.99971365   -0 49 25.9
 OC1671
 OC1671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1671!SPC ME W     -   1.00000099  x   0.99996672  =   0.99996771
 OC1671!UTM  19      -   1.00000099  x   0.99971365  =   0.99971464
 OC1671
 OC1671                          SUPERSEDED SURVEY CONTROL
 OC1671
 OC1671  NAD 83(1992)-  43 41 13.61916(N)    070 11 33.64906(W) AD(       ) 4
 OC1671  NAD 83(1986)-  43 41 13.62524(N)    070 11 33.65454(W) AD(       ) 4
 OC1671  NAD 27      -  43 41 13.33400(N)    070 11 35.48000(W) AD(       ) 3
 OC1671
 OC1671.Superseded values are not recommended for survey control.
 OC1671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1671.See file dsdata.txt to determine how the superseded data were derived.
 OC1671
 OC1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0387737814(NAD 83)
 OC1671
 OC1671  HISTORY     - Date     Condition        Report By
 OC1671  HISTORY     - 1941     MONUMENTED       CGS
 OC1671
 OC1671                          STATION DESCRIPTION
 OC1671
 OC1671'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1671'STATION IS LOCATED ON THE N FORK OF FORT MC KINLEY ABOUT 240
 OC1671'FT. S OF THE CENTER OF BATTERY BERRY.  IT IS THE INSTRUMENT
 OC1671'CENTER WAS PROJECTED ON THE ROOF, THEREFORE, NO PERMANENT MARK
 OC1671'WAS ESTABLISHED.
 OC1671'
 OC1671'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1781 ***********************************************************************
 OC1781  DESIGNATION -  BC B 1 INGALLS 1941
 OC1781  PID         -  OC1781
 OC1781  STATE/COUNTY-  ME/CUMBERLAND
 OC1781  USGS QUAD   -  PORTLAND EAST (1975)
 OC1781
 OC1781                         *CURRENT SURVEY CONTROL
 OC1781  ___________________________________________________________________
 OC1781* NAD 83(1996)-  43 39 42.69870(N)    070 11 09.22164(W)     ADJUSTED  
 OC1781* NAVD 88     -        29.     (meters)      95.     (feet)  SCALED    
 OC1781  ___________________________________________________________________
 OC1781  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 OC1781  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 OC1781
 OC1781  HORZ ORDER  -  THIRD
 OC1781
 OC1781.The horizontal coordinates were established by classical geodetic methods
 OC1781.and adjusted by the National Geodetic Survey in March 1998..
 OC1781
 OC1781.The orthometric height was scaled from a topographic map.
 OC1781
 OC1781.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1781
 OC1781.The geoid height was determined by GEOID03.
 OC1781
 OC1781;                    North         East     Units Scale Factor Converg.
 OC1781;SPC ME W     -    92,044.488   898,449.097   MT  0.99996670   -0 00 47.8
 OC1781;UTM  19      - 4,835,000.795   404,383.288   MT  0.99971245   -0 49 07.7
 OC1781
 OC1781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1781!SPC ME W     -   0.99999957  x   0.99996670  =   0.99996627
 OC1781!UTM  19      -   0.99999957  x   0.99971245  =   0.99971202
 OC1781
 OC1781                          SUPERSEDED SURVEY CONTROL
 OC1781
 OC1781  NAD 83(1992)-  43 39 42.69689(N)    070 11 09.22240(W) AD(       ) 4
 OC1781  NAD 83(1986)-  43 39 42.70287(N)    070 11 09.22798(W) AD(       ) 4
 OC1781  NAD 27      -  43 39 42.40600(N)    070 11 11.06700(W) AD(       ) 3
 OC1781
 OC1781.Superseded values are not recommended for survey control.
 OC1781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1781.See file dsdata.txt to determine how the superseded data were derived.
 OC1781
 OC1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0438335001(NAD 83)
 OC1781
 OC1781  HISTORY     - Date     Condition        Report By
 OC1781  HISTORY     - 1941     MONUMENTED       CGS
 OC1781
 OC1781                          STATION DESCRIPTION
 OC1781
 OC1781'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1781'STATION IS LOCATED ON THE ARMY RESERVATION ON PEAKS ISLAND,
 OC1781'KNOWN AS PEAKS ISLAND GUARD STATION.  IT IS THE INSTRUMENT CENTER
 OC1781'OF THE THIRD INSTRUMENT FROM THE RIGHT (SW) LOOKING TO SEAWARD, IN
 OC1781'THE GUARD STATION.  INSTRUMENT CENTER WAS PROJECTED ON THE ROOF,
 OC1781'THEREFORE, NO PERMANENT MARK WAS ESTABLISHED.
 OC1781'
 OC1781'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1562 ***********************************************************************
 OC1562  DESIGNATION -  BC BLAIR 1941
 OC1562  PID         -  OC1562
 OC1562  STATE/COUNTY-  ME/CUMBERLAND
 OC1562  USGS QUAD   -  CAPE ELIZABETH (1975)
 OC1562
 OC1562                         *CURRENT SURVEY CONTROL
 OC1562  ___________________________________________________________________
 OC1562* NAD 83(1996)-  43 37 20.26220(N)    070 12 36.63604(W)     ADJUSTED  
 OC1562* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 OC1562  ___________________________________________________________________
 OC1562  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 OC1562  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 OC1562
 OC1562  HORZ ORDER  -  THIRD
 OC1562
 OC1562.The horizontal coordinates were established by classical geodetic methods
 OC1562.and adjusted by the National Geodetic Survey in March 1998..
 OC1562
 OC1562.The orthometric height was scaled from a topographic map.
 OC1562
 OC1562.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1562
 OC1562.The geoid height was determined by GEOID03.
 OC1562
 OC1562;                    North         East     Units Scale Factor Converg.
 OC1562;SPC ME W     -    87,649.419   896,488.282   MT  0.99996682   -0 01 48.1
 OC1562;UTM  19      - 4,830,634.816   402,361.410   MT  0.99971726   -0 50 05.9
 OC1562
 OC1562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1562!SPC ME W     -   1.00000271  x   0.99996682  =   0.99996953
 OC1562!UTM  19      -   1.00000271  x   0.99971726  =   0.99971997
 OC1562
 OC1562                          SUPERSEDED SURVEY CONTROL
 OC1562
 OC1562  NAD 83(1992)-  43 37 20.26041(N)    070 12 36.63702(W) AD(       ) 4
 OC1562  NAD 83(1986)-  43 37 20.26667(N)    070 12 36.64255(W) AD(       ) 4
 OC1562  NAD 27      -  43 37 19.95900(N)    070 12 38.49000(W) AD(       ) 3
 OC1562
 OC1562.Superseded values are not recommended for survey control.
 OC1562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1562.See file dsdata.txt to determine how the superseded data were derived.
 OC1562
 OC1562_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0236130635(NAD 83)
 OC1562
 OC1562  HISTORY     - Date     Condition        Report By
 OC1562  HISTORY     - 1941     MONUMENTED       CGS
 OC1562
 OC1562                          STATION DESCRIPTION
 OC1562
 OC1562'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1562'STATION IS LOCATED AT FORT WILLIAMS, AT BATTERY BLAIR.  IT IS
 OC1562'THE INSTRUMENT CENTER FOR THE INSTRUMENT AT BATTERY BLAIR.  POINT
 OC1562'WAS PROJECTED ON THE ROOF, THEREFORE, NO PERMANENT MARK WAS
 OC1562'ESTABLISHED.
 OC1562'
 OC1562'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2178 ***********************************************************************
 OC2178  DESIGNATION -  BC BOHLEN 1941
 OC2178  PID         -  OC2178
 OC2178  STATE/COUNTY-  ME/YORK
 OC2178  USGS QUAD   -  KITTERY (1989)
 OC2178
 OC2178                         *CURRENT SURVEY CONTROL
 OC2178  ___________________________________________________________________
 OC2178* NAD 83(1996)-  43 04 02.71815(N)    070 41 30.09361(W)     ADJUSTED  
 OC2178* NAVD 88     -                                                        
 OC2178  ___________________________________________________________________
 OC2178  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 OC2178  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 OC2178
 OC2178  HORZ ORDER  -  THIRD
 OC2178
 OC2178.The horizontal coordinates were established by classical geodetic methods
 OC2178.and adjusted by the National Geodetic Survey in March 1998..
 OC2178
 OC2178
 OC2178.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2178
 OC2178.The geoid height was determined by GEOID03.
 OC2178
 OC2178;                    North         East     Units Scale Factor Converg.
 OC2178;SPC ME W     -    26,138.218   857,237.094   MT  0.99998915   -0 21 30.7
 OC2178;UTM  19      - 4,769,690.636   362,262.393   MT  0.99983339   -1 09 19.3
 OC2178
 OC2178                          SUPERSEDED SURVEY CONTROL
 OC2178
 OC2178  NAD 83(1992)-  43 04 02.71705(N)    070 41 30.09409(W) AD(       ) 4
 OC2178  NAD 83(1986)-  43 04 02.72036(N)    070 41 30.09798(W) AD(       ) 4
 OC2178  NAD 27      -  43 04 02.39900(N)    070 41 31.91200(W) AD(       ) 3
 OC2178
 OC2178.Superseded values are not recommended for survey control.
 OC2178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2178.See file dsdata.txt to determine how the superseded data were derived.
 OC2178
 OC2178_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH6226269691(NAD 83)
 OC2178
 OC2178  HISTORY     - Date     Condition        Report By
 OC2178  HISTORY     - 1941     MONUMENTED       CGS
 OC2178  HISTORY     - 20050510 POOR             GEOCAC
 OC2178
 OC2178                          STATION DESCRIPTION
 OC2178
 OC2178'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 OC2178'SEE STATION FOSTER 148
 OC2178
 OC2178                          STATION RECOVERY (2005)
 OC2178
 OC2178'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 OC2178'A THREADED BOLT PROJECTS FROM THE ROOF OF BATTERY BOHLEN AT THE
 OC2178'DESCRIBED LOCATION AND POSITION OF THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1626 ***********************************************************************
 OC1626  DESIGNATION -  BC BOWDOIN 1941
 OC1626  PID         -  OC1626
 OC1626  STATE/COUNTY-  ME/CUMBERLAND
 OC1626  USGS QUAD   -  PORTLAND EAST (1975)
 OC1626
 OC1626                         *CURRENT SURVEY CONTROL
 OC1626  ___________________________________________________________________
 OC1626* NAD 83(1996)-  43 38 25.69905(N)    070 12 02.60011(W)     ADJUSTED  
 OC1626* NAVD 88     -        37.     (meters)     121.     (feet)  SCALED    
 OC1626  ___________________________________________________________________
 OC1626  LAPLACE CORR-           3.05  (seconds)                    DEFLEC99
 OC1626  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 OC1626
 OC1626  HORZ ORDER  -  THIRD
 OC1626
 OC1626.The horizontal coordinates were established by classical geodetic methods
 OC1626.and adjusted by the National Geodetic Survey in March 1998..
 OC1626
 OC1626.The orthometric height was scaled from a topographic map.
 OC1626
 OC1626.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1626
 OC1626.The geoid height was determined by GEOID03.
 OC1626
 OC1626;                    North         East     Units Scale Factor Converg.
 OC1626;SPC ME W     -    89,668.541   897,252.183   MT  0.99996676   -0 01 24.6
 OC1626;UTM  19      - 4,832,642.502   403,153.407   MT  0.99971537   -0 49 43.4
 OC1626
 OC1626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1626!SPC ME W     -   0.99999832  x   0.99996676  =   0.99996508
 OC1626!UTM  19      -   0.99999832  x   0.99971537  =   0.99971369
 OC1626
 OC1626                          SUPERSEDED SURVEY CONTROL
 OC1626
 OC1626  NAD 83(1992)-  43 38 25.69725(N)    070 12 02.60097(W) AD(       ) 4
 OC1626  NAD 83(1986)-  43 38 25.70328(N)    070 12 02.60662(W) AD(       ) 4
 OC1626  NAD 27      -  43 38 25.40300(N)    070 12 04.45400(W) AD(       ) 3
 OC1626
 OC1626.Superseded values are not recommended for survey control.
 OC1626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1626.See file dsdata.txt to determine how the superseded data were derived.
 OC1626
 OC1626_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0315332643(NAD 83)
 OC1626
 OC1626  HISTORY     - Date     Condition        Report By
 OC1626  HISTORY     - 1941     MONUMENTED       CGS
 OC1626
 OC1626                          STATION DESCRIPTION
 OC1626
 OC1626'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1626'STATION IS LOCATED AT FORT LEVETT, AT BATTERY BOWDOIN.  IT IS THE
 OC1626'INSTRUMENT CENTER OF THE OBSERVING INSTRUMENT FOR BATTERY
 OC1626'BOWDOIN.  CENTER OF INSTRUMENT WAS PROJECTED ON THE ROOF,
 OC1626'THEREFORE, NO PERMANENT MARK WAS ESTABLISHED.
 OC1626'
 OC1626'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1771 ***********************************************************************
 OC1771  DESIGNATION -  BC CARPENTER 1941
 OC1771  PID         -  OC1771
 OC1771  STATE/COUNTY-  ME/CUMBERLAND
 OC1771  USGS QUAD   -  PORTLAND EAST (1975)
 OC1771
 OC1771                         *CURRENT SURVEY CONTROL
 OC1771  ___________________________________________________________________
 OC1771* NAD 83(1996)-  43 40 48.26899(N)    070 11 24.14554(W)     ADJUSTED  
 OC1771* NAVD 88     -        27.     (meters)      89.     (feet)  SCALED    
 OC1771  ___________________________________________________________________
 OC1771  LAPLACE CORR-           3.48  (seconds)                    DEFLEC99
 OC1771  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 OC1771
 OC1771  HORZ ORDER  -  THIRD
 OC1771
 OC1771.The horizontal coordinates were established by classical geodetic methods
 OC1771.and adjusted by the National Geodetic Survey in March 1998..
 OC1771
 OC1771.The orthometric height was scaled from a topographic map.
 OC1771
 OC1771.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1771
 OC1771.The geoid height was determined by GEOID03.
 OC1771
 OC1771;                    North         East     Units Scale Factor Converg.
 OC1771;SPC ME W     -    94,068.185   898,115.298   MT  0.99996671   -0 00 58.1
 OC1771;UTM  19      - 4,837,028.470   404,078.056   MT  0.99971317   -0 49 19.0
 OC1771
 OC1771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1771!SPC ME W     -   0.99999989  x   0.99996671  =   0.99996660
 OC1771!UTM  19      -   0.99999989  x   0.99971317  =   0.99971306
 OC1771
 OC1771                          SUPERSEDED SURVEY CONTROL
 OC1771
 OC1771  NAD 83(1992)-  43 40 48.26724(N)    070 11 24.14625(W) AD(       ) 4
 OC1771  NAD 83(1986)-  43 40 48.27333(N)    070 11 24.15172(W) AD(       ) 4
 OC1771  NAD 27      -  43 40 47.97700(N)    070 11 25.97700(W) AD(       ) 3
 OC1771
 OC1771.Superseded values are not recommended for survey control.
 OC1771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1771.See file dsdata.txt to determine how the superseded data were derived.
 OC1771
 OC1771_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0407837028(NAD 83)
 OC1771
 OC1771  HISTORY     - Date     Condition        Report By
 OC1771  HISTORY     - 1941     MONUMENTED       CGS
 OC1771
 OC1771                          STATION DESCRIPTION
 OC1771
 OC1771'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1771'STATION IS LOCATED ON THE S FORK OF FORT MC KINLEY, NEAR BATTERY
 OC1771'CARPENTER.  IT IS THE CENTER OF AN OBSERVING INSTRUMENT FOR BATTERY
 OC1771'CARPENTER, LOCATED ABOUT 200 FT. NW OF THE CENTER OF THE
 OC1771'BATTERY.  INSTRUMENT CENTER WAS PROJECTED ON THE ROOF,
 OC1771'THEREFORE, NO PERMANENT MARK WAS ESTABLISHED.
 OC1771'
 OC1771'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1763 ***********************************************************************
 OC1763  DESIGNATION -  BC CHASE 1941
 OC1763  PID         -  OC1763
 OC1763  STATE/COUNTY-  ME/CUMBERLAND
 OC1763  USGS QUAD   -  PORTLAND EAST (1975)
 OC1763
 OC1763                         *CURRENT SURVEY CONTROL
 OC1763  ___________________________________________________________________
 OC1763* NAD 83(1996)-  43 38 45.81411(N)    070 11 29.26627(W)     ADJUSTED  
 OC1763* NAVD 88     -        34.     (meters)     112.     (feet)  SCALED    
 OC1763  ___________________________________________________________________
 OC1763  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 OC1763  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 OC1763
 OC1763  HORZ ORDER  -  THIRD
 OC1763
 OC1763.The horizontal coordinates were established by classical geodetic methods
 OC1763.and adjusted by the National Geodetic Survey in March 1998..
 OC1763
 OC1763.The orthometric height was scaled from a topographic map.
 OC1763
 OC1763.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1763
 OC1763.The geoid height was determined by GEOID03.
 OC1763
 OC1763;                    North         East     Units Scale Factor Converg.
 OC1763;SPC ME W     -    90,289.058   897,999.474   MT  0.99996672   -0 01 01.6
 OC1763;UTM  19      - 4,833,252.301   403,909.155   MT  0.99971357   -0 49 20.7
 OC1763
 OC1763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1763!SPC ME W     -   0.99999879  x   0.99996672  =   0.99996551
 OC1763!UTM  19      -   0.99999879  x   0.99971357  =   0.99971236
 OC1763
 OC1763                          SUPERSEDED SURVEY CONTROL
 OC1763
 OC1763  NAD 83(1992)-  43 38 45.81230(N)    070 11 29.26711(W) AD(       ) 4
 OC1763  NAD 83(1986)-  43 38 45.81834(N)    070 11 29.27263(W) AD(       ) 4
 OC1763  NAD 27      -  43 38 45.51700(N)    070 11 31.11100(W) AD(       ) 3
 OC1763
 OC1763.Superseded values are not recommended for survey control.
 OC1763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1763.See file dsdata.txt to determine how the superseded data were derived.
 OC1763
 OC1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0390933252(NAD 83)
 OC1763
 OC1763  HISTORY     - Date     Condition        Report By
 OC1763  HISTORY     - 1941     MONUMENTED       CGS
 OC1763
 OC1763                          STATION DESCRIPTION
 OC1763
 OC1763'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1763'STATION IS LOCATED AT FORT LEVETT, ON THE MOST NE PART OF CUSHING
 OC1763'ISLAND, AT WHITEHEAD POINT.  IT IS THE CENTER OF THE PEDESTAL
 OC1763'SUPPORTING AN OBSERVING INSTRUMENT.  PEDESTAL IS LOCATED IN THE
 OC1763'SECOND BUILDING SW OF WHITEHEAD POINT.  IT IS THE RIGHT (SW)
 OC1763'PEDESTAL LOOKING TO SEAWARD.  THERE IS AN INSTRUMENT IN THE SAME
 OC1763'BUILDING KNOWN AS B CHASE.  IT IS THE LEFT INSTRUMENT LOOKING TO
 OC1763'SEAWARD.  PEDESTAL CENTER WAS PROJECTED ON THE ROOF, THEREFORE,
 OC1763'NO PERMANENT MARK WAS ESTABLISHED.
 OC1763'
 OC1763'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2256 ***********************************************************************
 OC2256  DESIGNATION -  BC CRF CHAPIN 1941
 OC2256  PID         -  OC2256
 OC2256  STATE/COUNTY-  ME/YORK
 OC2256  USGS QUAD   -  KITTERY (1989)
 OC2256
 OC2256                         *CURRENT SURVEY CONTROL
 OC2256  ___________________________________________________________________
 OC2256* NAD 83(1996)-  43 04 06.04837(N)    070 41 37.43283(W)     ADJUSTED  
 OC2256* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 OC2256  ___________________________________________________________________
 OC2256  LAPLACE CORR-           2.30  (seconds)                    DEFLEC99
 OC2256  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 OC2256
 OC2256  HORZ ORDER  -  THIRD
 OC2256
 OC2256.The horizontal coordinates were established by classical geodetic methods
 OC2256.and adjusted by the National Geodetic Survey in March 1998..
 OC2256
 OC2256.The orthometric height was scaled from a topographic map.
 OC2256
 OC2256.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2256
 OC2256.The geoid height was determined by GEOID03.
 OC2256
 OC2256;                    North         East     Units Scale Factor Converg.
 OC2256;SPC ME W     -    26,242.024   857,071.691   MT  0.99998933   -0 21 35.7
 OC2256;UTM  19      - 4,769,796.717   362,098.476   MT  0.99983394   -1 09 24.4
 OC2256
 OC2256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2256!SPC ME W     -   1.00000326  x   0.99998933  =   0.99999259
 OC2256!UTM  19      -   1.00000326  x   0.99983394  =   0.99983720
 OC2256
 OC2256|---------------------------------------------------------------------|
 OC2256| PID    Reference Object                     Distance      Geod. Az  |
 OC2256|                                                           dddmmss.s |
 OC2256| OC2257 M 2 1941                             14.527 METERS 01022     |
 OC2256| OC2252 WHALE BACK LIGHTHOUSE               APPROX. 1.1 KM 1910801.7 |
 OC2256|---------------------------------------------------------------------|
 OC2256
 OC2256                          SUPERSEDED SURVEY CONTROL
 OC2256
 OC2256  NAD 83(1992)-  43 04 06.04726(N)    070 41 37.43330(W) AD(       ) 3
 OC2256  NAD 83(1986)-  43 04 06.05060(N)    070 41 37.43720(W) AD(       ) 3
 OC2256  NAD 27      -  43 04 05.72900(N)    070 41 39.25000(W) AD(       ) 3
 OC2256
 OC2256.Superseded values are not recommended for survey control.
 OC2256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2256.See file dsdata.txt to determine how the superseded data were derived.
 OC2256
 OC2256_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH6209869797(NAD 83)
 OC2256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OC2256+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2005
 OC2256
 OC2256  HISTORY     - Date     Condition        Report By
 OC2256  HISTORY     - 1941     MONUMENTED       CGS
 OC2256  HISTORY     - 20050510 GOOD             GEOCAC
 OC2256
 OC2256                          STATION DESCRIPTION
 OC2256
 OC2256'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC2256'STATION IS LOCATED AT FORT FOSTER.  IT IS A POINT DIRECTLY OVER
 OC2256'THE INSTRUMENT CENTER MARKING BC CRF CHAPIN.  THIS POINT IS
 OC2256'APPROXIMATELY MIDWAY BETWEEN BATTERY CHAPIN AT FORT FOSTER.  IT
 OC2256'IS A U.S.E. MAP-CONTROL STANDARD DISK, STAMPED BC CRF CHAPIN 1941
 OC2256'AND SET FLUSH ON THE ROOF OF THE INSTRUMENT HOUSE OF BATTERY
 OC2256'CHAPIN.
 OC2256'
 OC2256'NO REFERENCE MARKS WERE SET AT STATION.
 OC2256
 OC2256                          STATION RECOVERY (2005)
 OC2256
 OC2256'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 OC2256'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1566 ***********************************************************************
 OC1566  DESIGNATION -  BC DEHART 1941
 OC1566  PID         -  OC1566
 OC1566  STATE/COUNTY-  ME/CUMBERLAND
 OC1566  USGS QUAD   -  CAPE ELIZABETH (1975)
 OC1566
 OC1566                         *CURRENT SURVEY CONTROL
 OC1566  ___________________________________________________________________
 OC1566* NAD 83(1996)-  43 37 24.34634(N)    070 12 35.90122(W)     ADJUSTED  
 OC1566* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 OC1566  ___________________________________________________________________
 OC1566  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 OC1566  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 OC1566
 OC1566  HORZ ORDER  -  SECOND
 OC1566
 OC1566.The horizontal coordinates were established by classical geodetic methods
 OC1566.and adjusted by the National Geodetic Survey in March 1998..
 OC1566
 OC1566.The orthometric height was scaled from a topographic map.
 OC1566
 OC1566.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1566
 OC1566.The geoid height was determined by GEOID03.
 OC1566
 OC1566;                    North         East     Units Scale Factor Converg.
 OC1566;SPC ME W     -    87,775.452   896,504.823   MT  0.99996682   -0 01 47.6
 OC1566;UTM  19      - 4,830,760.573   402,379.715   MT  0.99971722   -0 50 05.4
 OC1566
 OC1566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1566!SPC ME W     -   1.00000224  x   0.99996682  =   0.99996906
 OC1566!UTM  19      -   1.00000224  x   0.99971722  =   0.99971946
 OC1566
 OC1566                          SUPERSEDED SURVEY CONTROL
 OC1566
 OC1566  NAD 83(1992)-  43 37 24.34455(N)    070 12 35.90220(W) AD(       ) 2
 OC1566  NAD 83(1986)-  43 37 24.35068(N)    070 12 35.90777(W) AD(       ) 2
 OC1566  NAD 27      -  43 37 24.04400(N)    070 12 37.75500(W) AD(       ) 2
 OC1566
 OC1566.Superseded values are not recommended for survey control.
 OC1566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1566.See file dsdata.txt to determine how the superseded data were derived.
 OC1566
 OC1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0238030761(NAD 83)
 OC1566
 OC1566  HISTORY     - Date     Condition        Report By
 OC1566  HISTORY     - 1941     MONUMENTED       CGS
 OC1566
 OC1566                          STATION DESCRIPTION
 OC1566
 OC1566'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1566'STATION IS LOCATED AT FORT WILLIAMS, AT BATTERY DE HART.  IT IS
 OC1566'THE INSTRUMENT CENTER AT BATTERY DE HART.  CENTER OF THE
 OC1566'INSTRUMENT WAS PROJECTED ON THE ROOF, THEREFORE, NO PERMANENT
 OC1566'MARK WAS ESTABLISHED.
 OC1566'
 OC1566'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1736 ***********************************************************************
 OC1736  DESIGNATION -  BC FERGUSON 1941
 OC1736  PID         -  OC1736
 OC1736  STATE/COUNTY-  ME/CUMBERLAND
 OC1736  USGS QUAD   -  PORTLAND EAST (1975)
 OC1736
 OC1736                         *CURRENT SURVEY CONTROL
 OC1736  ___________________________________________________________________
 OC1736* NAD 83(1996)-  43 38 18.17463(N)    070 12 09.46331(W)     ADJUSTED  
 OC1736* NAVD 88     -        30.     (meters)      98.     (feet)  SCALED    
 OC1736  ___________________________________________________________________
 OC1736  LAPLACE CORR-           3.02  (seconds)                    DEFLEC99
 OC1736  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 OC1736
 OC1736  HORZ ORDER  -  THIRD
 OC1736
 OC1736.The horizontal coordinates were established by classical geodetic methods
 OC1736.and adjusted by the National Geodetic Survey in March 1998..
 OC1736
 OC1736.The orthometric height was scaled from a topographic map.
 OC1736
 OC1736.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1736
 OC1736.The geoid height was determined by GEOID03.
 OC1736
 OC1736;                    North         East     Units Scale Factor Converg.
 OC1736;SPC ME W     -    89,436.390   897,098.258   MT  0.99996677   -0 01 29.3
 OC1736;UTM  19      - 4,832,412.595   402,996.275   MT  0.99971574   -0 49 48.0
 OC1736
 OC1736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1736!SPC ME W     -   0.99999942  x   0.99996677  =   0.99996619
 OC1736!UTM  19      -   0.99999942  x   0.99971574  =   0.99971516
 OC1736
 OC1736                          SUPERSEDED SURVEY CONTROL
 OC1736
 OC1736  NAD 83(1992)-  43 38 18.17285(N)    070 12 09.46418(W) AD(       ) 4
 OC1736  NAD 83(1986)-  43 38 18.17887(N)    070 12 09.46976(W) AD(       ) 4
 OC1736  NAD 27      -  43 38 17.87900(N)    070 12 11.31700(W) AD(       ) 3
 OC1736
 OC1736.Superseded values are not recommended for survey control.
 OC1736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1736.See file dsdata.txt to determine how the superseded data were derived.
 OC1736
 OC1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0299632413(NAD 83)
 OC1736
 OC1736  HISTORY     - Date     Condition        Report By
 OC1736  HISTORY     - 1941     MONUMENTED       CGS
 OC1736
 OC1736                          STATION DESCRIPTION
 OC1736
 OC1736'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1736'STATION IS LOCATED AT FORT LEVETT, IN A SMALL OBSERVING BUILDING
 OC1736'LOCATED AT BATTERY FERGUSON.  IT IS THE CENTER OF THE RIGHT (SW)
 OC1736'INSTRUMENT OF TWO INSTRUMENTS LOOKING TO SEAWARD.  INSTRUMENT
 OC1736'CENTER WAS PROJECTED ON THE ROOF, THEREFORE, NO PERMANENT MARK
 OC1736'WAS ESTABLISHED.
 OC1736'
 OC1736'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1741 ***********************************************************************
 OC1741  DESIGNATION -  BC FOOTE 1941
 OC1741  PID         -  OC1741
 OC1741  STATE/COUNTY-  ME/CUMBERLAND
 OC1741  USGS QUAD   -  PORTLAND EAST (1975)
 OC1741
 OC1741                         *CURRENT SURVEY CONTROL
 OC1741  ___________________________________________________________________
 OC1741* NAD 83(1996)-  43 38 34.92929(N)    070 11 43.98628(W)     ADJUSTED  
 OC1741* NAVD 88     -        38.     (meters)     125.     (feet)  SCALED    
 OC1741  ___________________________________________________________________
 OC1741  LAPLACE CORR-           3.07  (seconds)                    DEFLEC99
 OC1741  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 OC1741
 OC1741  HORZ ORDER  -  THIRD
 OC1741
 OC1741.The horizontal coordinates were established by classical geodetic methods
 OC1741.and adjusted by the National Geodetic Survey in March 1998..
 OC1741
 OC1741.The orthometric height was scaled from a topographic map.
 OC1741
 OC1741.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1741
 OC1741.The geoid height was determined by GEOID03.
 OC1741
 OC1741;                    North         East     Units Scale Factor Converg.
 OC1741;SPC ME W     -    89,953.242   897,669.471   MT  0.99996673   -0 01 11.8
 OC1741;UTM  19      - 4,832,921.240   403,574.549   MT  0.99971436   -0 49 30.7
 OC1741
 OC1741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1741!SPC ME W     -   0.99999816  x   0.99996673  =   0.99996489
 OC1741!UTM  19      -   0.99999816  x   0.99971436  =   0.99971252
 OC1741
 OC1741                          SUPERSEDED SURVEY CONTROL
 OC1741
 OC1741  NAD 83(1992)-  43 38 34.92748(N)    070 11 43.98712(W) AD(       ) 4
 OC1741  NAD 83(1986)-  43 38 34.93356(N)    070 11 43.99276(W) AD(       ) 4
 OC1741  NAD 27      -  43 38 34.63700(N)    070 11 45.83900(W) AD(       ) 3
 OC1741
 OC1741.Superseded values are not recommended for survey control.
 OC1741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1741.See file dsdata.txt to determine how the superseded data were derived.
 OC1741
 OC1741_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0357532921(NAD 83)
 OC1741
 OC1741  HISTORY     - Date     Condition        Report By
 OC1741  HISTORY     - 1941     MONUMENTED       CGS
 OC1741
 OC1741                          STATION DESCRIPTION
 OC1741
 OC1741'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1741'STATION IS LOCATED AT FORT LEVETT, AT BATTERY FOOTE.  IT IS THE
 OC1741'INSTRUMENT CENTER OF THE RIGHT (SW) INSTRUMENT LOOKING TO SEAWARD
 OC1741'OF TWO INSTRUMENTS HOUSED IN A SMALL BUILDING ON THE TOP OF
 OC1741'BATTERY FOOTE.  INSTRUMENT CENTER WAS PROJECTED ON THE ROOF,
 OC1741'THEREFORE, NO PERMANENT MARK WAS ESTABLISHED.
 OC1741'
 OC1741'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0218 ***********************************************************************
 OC0218  DESIGNATION -  BC FOOTE 2
 OC0218  PID         -  OC0218
 OC0218  STATE/COUNTY-  ME/CUMBERLAND
 OC0218  USGS QUAD   -  PORTLAND EAST (1975)
 OC0218
 OC0218                         *CURRENT SURVEY CONTROL
 OC0218  ___________________________________________________________________
 OC0218* NAD 83(1996)-  43 38 34.97497(N)    070 11 43.94720(W)     ADJUSTED  
 OC0218* LOCAL TIDAL -        37.967  (meters)     124.56   (feet)  ADJ UNCH  
 OC0218  ___________________________________________________________________
 OC0218  LAPLACE CORR-           3.07  (seconds)                    DEFLEC99
 OC0218  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 OC0218
 OC0218  HORZ ORDER  -  SECOND
 OC0218  VERT ORDER  -  SECOND    CLASS 0
 OC0218
 OC0218.The horizontal coordinates were established by classical geodetic methods
 OC0218.and adjusted by the National Geodetic Survey in March 1998..
 OC0218
 OC0218.The orthometric height was key entered from printed documents
 OC0218.and not key verified.
 OC0218
 OC0218.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC0218
 OC0218.The geoid height was determined by GEOID03.
 OC0218
 OC0218;                    North         East     Units Scale Factor Converg.
 OC0218;SPC ME W     -    89,954.651   897,670.347   MT  0.99996673   -0 01 11.7
 OC0218;UTM  19      - 4,832,922.637   403,575.445   MT  0.99971436   -0 49 30.7
 OC0218
 OC0218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC0218!SPC ME W     -   0.99999813  x   0.99996673  =   0.99996486
 OC0218!UTM  19      -   0.99999813  x   0.99971436  =   0.99971249
 OC0218
 OC0218|---------------------------------------------------------------------|
 OC0218| PID    Reference Object                     Distance      Geod. Az  |
 OC0218|                                                           dddmmss.s |
 OC0218| OC1651 CUSHING NORTHEAST FCT 1943          187.111 METERS 05037     |
 OC0218| OC1601 WILLIAMS RESET                      APPROX. 2.4 KM 2093459.7 |
 OC0218| OC1640 CUSHING SOUTHWEST FCT               268.728 METERS 23915     |
 OC0218|---------------------------------------------------------------------|
 OC0218
 OC0218                          SUPERSEDED SURVEY CONTROL
 OC0218
 OC0218  NAD 83(1992)-  43 38 34.97316(N)    070 11 43.94807(W) AD(       ) 2
 OC0218  NAD 83(1986)-  43 38 34.97920(N)    070 11 43.95358(W) AD(       ) 2
 OC0218  NAD 27      -  43 38 34.67900(N)    070 11 45.79000(W) AD(       ) 2
 OC0218
 OC0218.Superseded values are not recommended for survey control.
 OC0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0218.See file dsdata.txt to determine how the superseded data were derived.
 OC0218
 OC0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0357532923(NAD 83)
 OC0218_MARKER: DB = BENCH MARK DISK
 OC0218_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC0218_SP_SET: CONCRETE ROOF
 OC0218_STAMPING: B C FOOTE 2 1943
 OC0218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC0218
 OC0218  HISTORY     - Date     Condition        Report By
 OC0218  HISTORY     - 1943     MONUMENTED       CGS
 OC0218  HISTORY     - 1943     GOOD             CGS
 OC0218
 OC0218                          STATION DESCRIPTION
 OC0218
 OC0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 OC0218'STATION IS THE INSTRUMENT CENTER OF BC FOOTE.  IT IS MARKED BY
 OC0218'A STANDARD DISK, STAMPED BC FOOTE 2 1943 AND SET FLUSH IN THE
 OC0218'CONCRETE ROOF DIRECTLY OVER THE CENTER OF THE INSTRUMENT.
 OC0218'
 OC0218'STATION BC FOOTE HAS BEEN DESTROYED DURING THE PROCESS OF
 OC0218'CONSTRUCTION OF THE NEW BATTERY COMMAND STATION FOR BATTERY
 OC0218'FOOTE.  STATION BC FOOTE SHOULD, THEREFORE, BE ELIMINATED FROM
 OC0218'THE RECORDS.
 OC0218
 OC0218                          STATION RECOVERY (1943)
 OC0218
 OC0218'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 OC0218'0.2 MI SE FROM CUSHING ISLAND.
 OC0218'0.2 MILE SOUTHEAST ALONG A HARD SURFACE ROAD FROM THE FORT
 OC0218'LEVETT DOCK ON CUSHING ISLAND, CUMBERLAND COUNTY, AT A CONCRETE
 OC0218'BUILDING (DIRECTLY OVER THE CENTER OF THE INSTRUMENT OF BC
 OC0218'FOOTE), IN THE CONCRETE ROOF, AND 12.3 FEET NORTHWEST OF THE
 OC0218'SOUTHEAST CORNER OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1761 ***********************************************************************
 OC1761  DESIGNATION -  BC KEARNEY 1941
 OC1761  PID         -  OC1761
 OC1761  STATE/COUNTY-  ME/CUMBERLAND
 OC1761  USGS QUAD   -  PORTLAND EAST (1975)
 OC1761
 OC1761                         *CURRENT SURVEY CONTROL
 OC1761  ___________________________________________________________________
 OC1761* NAD 83(1996)-  43 38 45.50150(N)    070 11 29.70021(W)     ADJUSTED  
 OC1761* NAVD 88     -        34.     (meters)     112.     (feet)  SCALED    
 OC1761  ___________________________________________________________________
 OC1761  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 OC1761  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 OC1761
 OC1761  HORZ ORDER  -  THIRD
 OC1761
 OC1761.The horizontal coordinates were established by classical geodetic methods
 OC1761.and adjusted by the National Geodetic Survey in March 1998..
 OC1761
 OC1761.The orthometric height was scaled from a topographic map.
 OC1761
 OC1761.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1761
 OC1761.The geoid height was determined by GEOID03.
 OC1761
 OC1761;                    North         East     Units Scale Factor Converg.
 OC1761;SPC ME W     -    90,279.413   897,989.746   MT  0.99996672   -0 01 01.9
 OC1761;UTM  19      - 4,833,242.797   403,899.295   MT  0.99971360   -0 49 21.0
 OC1761
 OC1761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1761!SPC ME W     -   0.99999879  x   0.99996672  =   0.99996551
 OC1761!UTM  19      -   0.99999879  x   0.99971360  =   0.99971239
 OC1761
 OC1761                          SUPERSEDED SURVEY CONTROL
 OC1761
 OC1761  NAD 83(1992)-  43 38 45.49969(N)    070 11 29.70106(W) AD(       ) 4
 OC1761  NAD 83(1986)-  43 38 45.50573(N)    070 11 29.70656(W) AD(       ) 4
 OC1761  NAD 27      -  43 38 45.20400(N)    070 11 31.54500(W) AD(       ) 3
 OC1761
 OC1761.Superseded values are not recommended for survey control.
 OC1761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1761.See file dsdata.txt to determine how the superseded data were derived.
 OC1761
 OC1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0389933243(NAD 83)
 OC1761
 OC1761  HISTORY     - Date     Condition        Report By
 OC1761  HISTORY     - 1941     MONUMENTED       CGS
 OC1761
 OC1761                          STATION DESCRIPTION
 OC1761
 OC1761'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1761'STATION IS LOCATED AT FORT LEVETT, ON THE MOST NE PART OF CUSHING
 OC1761'ISLAND, AT WHITEHEAD POINT.  IT IS THE CENTER OF A PEDESTAL FOR
 OC1761'SUPPORTING AN OBSERVING INSTRUMENT.  PEDESTAL IS LOCATED IN THE
 OC1761'THIRD BUILDING SW OF WHITEHEAD POINT.  IT IS THE RIGHT (SW)
 OC1761'PEDESTAL LOOKING TO SEAWARD.  THERE IS AN INSTRUMENT IN THE SAME
 OC1761'BUILDING KNOWN B KEARNEY.  IT IS THE LEFT INSTRUMENT LOOKING TO
 OC1761'SEAWARD.  PEDESTAL CENTER WAS PROJECTED ON THE ROOF,
 OC1761'THEREFORE, NO PERMANENT MARK WAS ESTABLISHED.
 OC1761'
 OC1761'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1620 ***********************************************************************
 OC1620  DESIGNATION -  BC KENDRICK 1941
 OC1620  PID         -  OC1620
 OC1620  STATE/COUNTY-  ME/CUMBERLAND
 OC1620  USGS QUAD   -  PORTLAND EAST (1975)
 OC1620
 OC1620                         *CURRENT SURVEY CONTROL
 OC1620  ___________________________________________________________________
 OC1620* NAD 83(1996)-  43 38 19.65216(N)    070 12 08.10104(W)     ADJUSTED  
 OC1620* NAVD 88     -        34.     (meters)     112.     (feet)  SCALED    
 OC1620  ___________________________________________________________________
 OC1620  LAPLACE CORR-           3.02  (seconds)                    DEFLEC99
 OC1620  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 OC1620
 OC1620  HORZ ORDER  -  THIRD
 OC1620
 OC1620.The horizontal coordinates were established by classical geodetic methods
 OC1620.and adjusted by the National Geodetic Survey in March 1998..
 OC1620
 OC1620.The orthometric height was scaled from a topographic map.
 OC1620
 OC1620.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1620
 OC1620.The geoid height was determined by GEOID03.
 OC1620
 OC1620;                    North         East     Units Scale Factor Converg.
 OC1620;SPC ME W     -    89,481.976   897,128.811   MT  0.99996677   -0 01 28.4
 OC1620;UTM  19      - 4,832,457.736   403,027.458   MT  0.99971567   -0 49 47.1
 OC1620
 OC1620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1620!SPC ME W     -   0.99999879  x   0.99996677  =   0.99996556
 OC1620!UTM  19      -   0.99999879  x   0.99971567  =   0.99971446
 OC1620
 OC1620                          SUPERSEDED SURVEY CONTROL
 OC1620
 OC1620  NAD 83(1992)-  43 38 19.65037(N)    070 12 08.10191(W) AD(       ) 4
 OC1620  NAD 83(1986)-  43 38 19.65639(N)    070 12 08.10749(W) AD(       ) 4
 OC1620  NAD 27      -  43 38 19.35400(N)    070 12 09.95500(W) AD(       ) 3
 OC1620
 OC1620.Superseded values are not recommended for survey control.
 OC1620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1620.See file dsdata.txt to determine how the superseded data were derived.
 OC1620
 OC1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0302732458(NAD 83)
 OC1620
 OC1620  HISTORY     - Date     Condition        Report By
 OC1620  HISTORY     - 1941     MONUMENTED       CGS
 OC1620
 OC1620                          STATION DESCRIPTION
 OC1620
 OC1620'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1620'STATION IS LOCATED AT FORT LEVETT, AT BATTERY KENDRICK.  IT IS
 OC1620'THE INSTRUMENT CENTER FOR THE OBSERVING INSTRUMENT FOR BATTERY
 OC1620'KENDRICK LOCATED IN A SMALL SQUARE BUILDING.
 OC1620'
 OC1620'INSTRUMENT CENTER WAS PROJECTED ON THE ROOF, THEREFORE, NO
 OC1620'PERMANENT MARK WAS ESTABLISHED.
 OC1620'
 OC1620'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1721 ***********************************************************************
 OC1721  DESIGNATION -  BC KEYS 1941
 OC1721  PID         -  OC1721
 OC1721  STATE/COUNTY-  ME/CUMBERLAND
 OC1721  USGS QUAD   -  PORTLAND EAST (1975)
 OC1721
 OC1721                         *CURRENT SURVEY CONTROL
 OC1721  ___________________________________________________________________
 OC1721* NAD 83(1996)-  43 37 37.27016(N)    070 12 45.50861(W)     ADJUSTED  
 OC1721* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 OC1721  ___________________________________________________________________
 OC1721  LAPLACE CORR-           2.78  (seconds)                    DEFLEC99
 OC1721  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 OC1721
 OC1721  HORZ ORDER  -  THIRD
 OC1721
 OC1721.The horizontal coordinates were established by classical geodetic methods
 OC1721.and adjusted by the National Geodetic Survey in March 1998..
 OC1721
 OC1721.The orthometric height was scaled from a topographic map.
 OC1721
 OC1721.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1721
 OC1721.The geoid height was determined by GEOID03.
 OC1721
 OC1721;                    North         East     Units Scale Factor Converg.
 OC1721;SPC ME W     -    88,174.416   896,289.654   MT  0.99996684   -0 01 54.2
 OC1721;UTM  19      - 4,831,162.420   402,170.225   MT  0.99971772   -0 50 12.3
 OC1721
 OC1721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1721!SPC ME W     -   1.00000318  x   0.99996684  =   0.99997002
 OC1721!UTM  19      -   1.00000318  x   0.99971772  =   0.99972090
 OC1721
 OC1721                          SUPERSEDED SURVEY CONTROL
 OC1721
 OC1721  NAD 83(1992)-  43 37 37.26839(N)    070 12 45.50957(W) AD(       ) 4
 OC1721  NAD 83(1986)-  43 37 37.27440(N)    070 12 45.51512(W) AD(       ) 4
 OC1721  NAD 27      -  43 37 36.96900(N)    070 12 47.36300(W) AD(       ) 3
 OC1721
 OC1721.Superseded values are not recommended for survey control.
 OC1721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1721.See file dsdata.txt to determine how the superseded data were derived.
 OC1721
 OC1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0217031162(NAD 83)
 OC1721
 OC1721  HISTORY     - Date     Condition        Report By
 OC1721  HISTORY     - 1941     MONUMENTED       CGS
 OC1721
 OC1721                          STATION DESCRIPTION
 OC1721
 OC1721'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1721'STATION IS LOCATED AT FORT WILLIAMS, AT BATTERY KEYES.  IT IS
 OC1721'THE INSTRUMENT CENTER OF THE LEFT (NW) INSTRUMENT LOOKING OUT
 OC1721'TO SEAWARD.  THE INSTRUMENT CENTER WAS PROJECTED ON THE ROOF.  NO
 OC1721'PERMANENT MARK WAS ESTABLISHED.
 OC1721'
 OC1721'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1731 ***********************************************************************
 OC1731  DESIGNATION -  BC PREBLE USE 1909
 OC1731  PID         -  OC1731
 OC1731  STATE/COUNTY-  ME/CUMBERLAND
 OC1731  USGS QUAD   -  PORTLAND EAST (1975)
 OC1731
 OC1731                         *CURRENT SURVEY CONTROL
 OC1731  ___________________________________________________________________
 OC1731* NAD 83(1996)-  43 38 51.52038(N)    070 13 43.56325(W)     ADJUSTED  
 OC1731* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 OC1731  ___________________________________________________________________
 OC1731  LAPLACE CORR-           3.24  (seconds)                    DEFLEC99
 OC1731  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 OC1731
 OC1731  HORZ ORDER  -  THIRD
 OC1731
 OC1731.The horizontal coordinates were established by classical geodetic methods
 OC1731.and adjusted by the National Geodetic Survey in March 1998..
 OC1731
 OC1731.The orthometric height was scaled from a topographic map.
 OC1731
 OC1731.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1731
 OC1731.The geoid height was determined by GEOID03.
 OC1731
 OC1731;                    North         East     Units Scale Factor Converg.
 OC1731;SPC ME W     -    90,466.737   894,989.907   MT  0.99996698   -0 02 34.3
 OC1731;UTM  19      - 4,833,472.208   400,903.134   MT  0.99972079   -0 50 53.5
 OC1731
 OC1731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1731!SPC ME W     -   1.00000177  x   0.99996698  =   0.99996875
 OC1731!UTM  19      -   1.00000177  x   0.99972079  =   0.99972256
 OC1731
 OC1731                          SUPERSEDED SURVEY CONTROL
 OC1731
 OC1731  NAD 83(1992)-  43 38 51.51869(N)    070 13 43.56423(W) AD(       ) 3
 OC1731  NAD 83(1986)-  43 38 51.52473(N)    070 13 43.56985(W) AD(       ) 3
 OC1731  NAD 27      -  43 38 51.23400(N)    070 13 45.42700(W) AD(       ) 3
 OC1731
 OC1731.Superseded values are not recommended for survey control.
 OC1731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1731.See file dsdata.txt to determine how the superseded data were derived.
 OC1731
 OC1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0090333472(NAD 83)
 OC1731
 OC1731  HISTORY     - Date     Condition        Report By
 OC1731  HISTORY     - 1909     MONUMENTED       USE
 OC1731  HISTORY     - 1941     SEE DESCRIPTION  CGS
 OC1731
 OC1731                          STATION DESCRIPTION
 OC1731
 OC1731'DESCRIBED BY US ENGINEERS 1909
 OC1731'STATION IS ON IRON TOWER 5 FEET IN DIAMETER AND 25 FEET HIGH,
 OC1731'FORMERLY USED AS A FIRE-CONTROL STATION FOR FORT PREBLE, LOCATED
 OC1731'NEAR THE FLAGSTAFF.  THE STATION IS IN THE CENTER OF THE FLAT
 OC1731'IRON TOP OF THE TOWER AND IS MARKED BY A HOLE PUNCHED IN THE
 OC1731'METAL.  THE METAL TOP IS PROJECTED BY A WOODEN STRUCTURE
 OC1731'SUPPORTING A ROOF.
 OC1731
 OC1731                          STATION RECOVERY (1941)
 OC1731
 OC1731'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1731'STATION WAS DESTROYED WHEN FIRE CONTROL TOWER WAS REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1558 ***********************************************************************
 OC1558  DESIGNATION -  BC SULLIVAN 1941
 OC1558  PID         -  OC1558
 OC1558  STATE/COUNTY-  ME/CUMBERLAND
 OC1558  USGS QUAD   -  CAPE ELIZABETH (1975)
 OC1558
 OC1558                         *CURRENT SURVEY CONTROL
 OC1558  ___________________________________________________________________
 OC1558* NAD 83(1996)-  43 37 25.91745(N)    070 12 40.25086(W)     ADJUSTED  
 OC1558* NAVD 88     -        21.     (meters)      69.     (feet)  SCALED    
 OC1558  ___________________________________________________________________
 OC1558  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 OC1558  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 OC1558
 OC1558  HORZ ORDER  -  THIRD
 OC1558
 OC1558.The horizontal coordinates were established by classical geodetic methods
 OC1558.and adjusted by the National Geodetic Survey in March 1998..
 OC1558
 OC1558.The orthometric height was scaled from a topographic map.
 OC1558
 OC1558.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1558
 OC1558.The geoid height was determined by GEOID03.
 OC1558
 OC1558;                    North         East     Units Scale Factor Converg.
 OC1558;SPC ME W     -    87,823.991   896,407.333   MT  0.99996683   -0 01 50.6
 OC1558;UTM  19      - 4,830,810.464   402,282.941   MT  0.99971745   -0 50 08.5
 OC1558
 OC1558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1558!SPC ME W     -   1.00000083  x   0.99996683  =   0.99996766
 OC1558!UTM  19      -   1.00000083  x   0.99971745  =   0.99971828
 OC1558
 OC1558                          SUPERSEDED SURVEY CONTROL
 OC1558
 OC1558  NAD 83(1992)-  43 37 25.91566(N)    070 12 40.25183(W) AD(       ) 4
 OC1558  NAD 83(1986)-  43 37 25.92168(N)    070 12 40.25737(W) AD(       ) 4
 OC1558  NAD 27      -  43 37 25.61400(N)    070 12 42.10500(W) AD(       ) 3
 OC1558
 OC1558.Superseded values are not recommended for survey control.
 OC1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1558.See file dsdata.txt to determine how the superseded data were derived.
 OC1558
 OC1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0228330810(NAD 83)
 OC1558
 OC1558  HISTORY     - Date     Condition        Report By
 OC1558  HISTORY     - 1941     MONUMENTED       CGS
 OC1558
 OC1558                          STATION DESCRIPTION
 OC1558
 OC1558'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1558'STATION IS LOCATED AT FORT WILLIAMS, NEAR BATTERY SULLIVAN.  IT
 OC1558'IS THE INSTRUMENT CENTER FOR BATTERY SULLIVAN, LOCATED ABOUT 216
 OC1558'FT. S-SW OF BATTERY SULLIVAN.  INSTRUMENT CENTER WAS PROJECTED ON
 OC1558'THE ROOF OF THE BUILDING.  NO PERMANENT MARK WAS
 OC1558'ESTABLISHED.  ENTRANCE TO THE BUILDING, HOUSING THE INSTRUMENT,
 OC1558'IS MARKED WITH O.
 OC1558'
 OC1558'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SE0061 ***********************************************************************
 SE0061  DESIGNATION -  BDRY MON 116 IBC 1952
 SE0061  PID         -  SE0061
 SE0061  STATE/COUNTY-  ME/AROOSTOOK
 SE0061  USGS QUAD   -  HAMLIN (1986)
 SE0061
 SE0061                         *CURRENT SURVEY CONTROL
 SE0061  ___________________________________________________________________
 SE0061* NAD 83(1996)-  47 03 52.82238(N)    067 47 24.68336(W)     ADJUSTED  
 SE0061* NAVD 88     -       154.4    (meters)     507.     (feet)  VERTCON   
 SE0061  ___________________________________________________________________
 SE0061  LAPLACE CORR-           6.09  (seconds)                    DEFLEC99
 SE0061  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 SE0061
 SE0061  HORZ ORDER  -  SECOND
 SE0061
 SE0061.The horizontal coordinates were established by classical geodetic methods
 SE0061.and adjusted by the National Geodetic Survey in March 1998..
 SE0061
 SE0061.The NAVD 88 height was computed by applying the VERTCON shift value to
 SE0061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SE0061
 SE0061.The Laplace correction was computed from DEFLEC99 derived deflections.
 SE0061
 SE0061.The geoid height was determined by GEOID03.
 SE0061
 SE0061;                    North         East     Units Scale Factor Converg.
 SE0061;SPC ME E     -   377,857.490   353,914.656   MT  0.99993571   +0 31 10.9
 SE0061;UTM  19      - 5,213,061.131   591,864.990   MT  0.99970372   +0 53 08.8
 SE0061
 SE0061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SE0061!SPC ME E     -   0.99997937  x   0.99993571  =   0.99991508
 SE0061!UTM  19      -   0.99997937  x   0.99970372  =   0.99968310
 SE0061
 SE0061|---------------------------------------------------------------------|
 SE0061| PID    Reference Object                     Distance      Geod. Az  |
 SE0061|                                                           dddmmss.s |
 SE0061| SE0096 BDY MON 117 IBC 1973 ECC            140.593 METERS 00059     |
 SE0061| SE0060 PARENT                              147.997 METERS 25818     |
 SE0061| SE0097 BDRY MON 117 IBC 1952               145.087 METERS 35943     |
 SE0061|---------------------------------------------------------------------|
 SE0061
 SE0061                          SUPERSEDED SURVEY CONTROL
 SE0061
 SE0061  NAD 83(1992)-  47 03 52.82030(N)    067 47 24.68109(W) AD(       ) 2
 SE0061  NAD 83(1986)-  47 03 52.81767(N)    067 47 24.67715(W) AD(       ) 2
 SE0061  NAD 27      -  47 03 52.66009(N)    067 47 26.61913(W) AD(       ) 2
 SE0061  NGVD 29 (07/19/86)  154.6    (m)          507.     (f) VERT ANG       
 SE0061
 SE0061.Superseded values are not recommended for survey control.
 SE0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SE0061.See file dsdata.txt to determine how the superseded data were derived.
 SE0061
 SE0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN9186513061(NAD 83)
 SE0061_MARKER: Z = SEE DESCRIPTION
 SE0061_SETTING: 0 = UNSPECIFIED SETTING
 SE0061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SE0061
 SE0061  HISTORY     - Date     Condition        Report By
 SE0061  HISTORY     - 1909     MONUMENTED       IBC
 SE0061
 SE0061                          STATION DESCRIPTION
 SE0061
 SE0061'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (GCR)
 SE0061'MONUMENT IS ON THE NORTH LINE ON THE FIRST KNOLL S OF THE RAVINE AND
 SE0061'CREEK NEAR MONUMENT 117 ON HIGH BANK OF ST JOHN RIVER.  A SMALL SWAMP
 SE0061'CROSSES THE LINE ABOUT 200 FEET SOUTH OF THE MONUMENT.
 SE0061'
 SE0061'NOTE--THIS MONUMENT WAS RECOVERED IN GOOD PHYSICAL CONDITION, BUT AN
 SE0061'ERROR IN THE PUBLISHED POSITION WAS FOUND.  IN 1952, A NEW POSITION
 SE0061'WAS DETERMINED FOR THIS MONUMENT AND IT WAS RENAMED 116 - 52.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SE0097 ***********************************************************************
 SE0097  DESIGNATION -  BDRY MON 117 IBC 1952
 SE0097  PID         -  SE0097
 SE0097  STATE/COUNTY-  ME/AROOSTOOK
 SE0097  USGS QUAD   -  HAMLIN (1986)
 SE0097
 SE0097                         *CURRENT SURVEY CONTROL
 SE0097  ___________________________________________________________________
 SE0097* NAD 83(1996)-  47 03 57.52057(N)    067 47 24.71738(W)     ADJUSTED  
 SE0097* NAVD 88     -       147.6    (meters)     484.     (feet)  VERTCON   
 SE0097  ___________________________________________________________________
 SE0097  LAPLACE CORR-           6.14  (seconds)                    DEFLEC99
 SE0097  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 SE0097
 SE0097  HORZ ORDER  -  SECOND
 SE0097
 SE0097.The horizontal coordinates were established by classical geodetic methods
 SE0097.and adjusted by the National Geodetic Survey in March 1998..
 SE0097
 SE0097.The NAVD 88 height was computed by applying the VERTCON shift value to
 SE0097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SE0097
 SE0097.The Laplace correction was computed from DEFLEC99 derived deflections.
 SE0097
 SE0097.The geoid height was determined by GEOID03.
 SE0097
 SE0097;                    North         East     Units Scale Factor Converg.
 SE0097;SPC ME E     -   378,002.554   353,912.622   MT  0.99993571   +0 31 10.9
 SE0097;UTM  19      - 5,213,206.145   591,862.030   MT  0.99970371   +0 53 08.9
 SE0097
 SE0097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SE0097!SPC ME E     -   0.99998044  x   0.99993571  =   0.99991615
 SE0097!UTM  19      -   0.99998044  x   0.99970371  =   0.99968415
 SE0097
 SE0097|---------------------------------------------------------------------|
 SE0097| PID    Reference Object                     Distance      Geod. Az  |
 SE0097|                                                           dddmmss.s |
 SE0097| SE0064 REFERENCE MON C 1                   273.887 METERS 03103     |
 SE0097| SE0061 BDRY MON 116 IBC 1952               145.087 METERS 17943     |
 SE0097|---------------------------------------------------------------------|
 SE0097
 SE0097                          SUPERSEDED SURVEY CONTROL
 SE0097
 SE0097  NAD 83(1992)-  47 03 57.51848(N)    067 47 24.71512(W) AD(       ) 2
 SE0097  NAD 83(1986)-  47 03 57.51585(N)    067 47 24.71114(W) AD(       ) 2
 SE0097  NAD 27      -  47 03 57.35860(N)    067 47 26.65293(W) AD(       ) 2
 SE0097  NGVD 29 (07/19/86)  147.8    (m)          485.     (f) VERT ANG       
 SE0097
 SE0097.Superseded values are not recommended for survey control.
 SE0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SE0097.See file dsdata.txt to determine how the superseded data were derived.
 SE0097
 SE0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN9186213206(NAD 83)
 SE0097_MARKER: Z = SEE DESCRIPTION
 SE0097_SETTING: 0 = UNSPECIFIED SETTING
 SE0097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SE0097
 SE0097  HISTORY     - Date     Condition        Report By
 SE0097  HISTORY     - 1909     MONUMENTED       IBC
 SE0097
 SE0097                          STATION DESCRIPTION
 SE0097
 SE0097'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (GCR)
 SE0097'MONUMENT IS ON TOP OF THE HIGH BANK ON THE SOUTH SIDE OF THE ST JOHN
 SE0097'RIVER NEAR THE N END OF THE NORTH LINE.  IT IS ON OF THE LARGE IRON
 SE0097'MONUMENTS AS SET WHEN THE LINE WAS FIRST RUN OUT, SET IN A LARGE
 SE0097'CONCRETE BASE.
 SE0097'
 SE0097'NOTE--THIS MONUMENT WAS RECOVERED IN GOOD PHYSICAL CONDITION, BUT AN
 SE0097'ERROR IN THE PUBLISHED POSITION WAS FOUND.  IN 1952, A NEW POSITION
 SE0097'WAS DETERMINED FOR THIS MONUMENT AND IT WAS RENAMED 117 - 52.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2315 ***********************************************************************
 PE2315  DESIGNATION -  BEALES HOUSE CHIMNEY
 PE2315  PID         -  PE2315
 PE2315  STATE/COUNTY-  ME/KNOX
 PE2315  USGS QUAD   -  ROCKLAND (1979)
 PE2315
 PE2315                         *CURRENT SURVEY CONTROL
 PE2315  ___________________________________________________________________
 PE2315* NAD 83(1996)-  44 00 43.05250(N)    069 04 19.33803(W)     ADJUSTED  
 PE2315* NAVD 88     -                                                        
 PE2315  ___________________________________________________________________
 PE2315  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 PE2315  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 PE2315
 PE2315  HORZ ORDER  -  THIRD
 PE2315
 PE2315.The horizontal coordinates were established by classical geodetic methods
 PE2315.and adjusted by the National Geodetic Survey in March 1998..
 PE2315
 PE2315
 PE2315.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2315
 PE2315.The geoid height was determined by GEOID03.
 PE2315
 PE2315;                    North         East     Units Scale Factor Converg.
 PE2315;SPC ME E     -    38,520.381   254,132.759   MT  0.99992587   -0 23 50.9
 PE2315;UTM  19      - 4,873,203.627   494,225.550   MT  0.99960041   -0 03 00.2
 PE2315
 PE2315                          SUPERSEDED SURVEY CONTROL
 PE2315
 PE2315  NAD 83(1992)-  44 00 43.05743(N)    069 04 19.31738(W) AD(       ) 4
 PE2315  NAD 83(1986)-  44 00 43.06146(N)    069 04 19.32419(W) AD(       ) 4
 PE2315  NAD 27      -  44 00 42.77000(N)    069 04 21.17000(W) AD(       ) 3
 PE2315
 PE2315.Superseded values are not recommended for survey control.
 PE2315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2315.See file dsdata.txt to determine how the superseded data were derived.
 PE2315
 PE2315_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ9422673204(NAD 83)
 PE2315
 PE2315  HISTORY     - Date     Condition        Report By
 PE2315  HISTORY     - UNK      MONUMENTED
 PE2315  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2315  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2315
 PE2315                          STATION DESCRIPTION
 PE2315
 PE2315'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2315'THIS INTERSECTION STATION IS LOST.
 PE2315
 PE2315                          STATION RECOVERY (1943)
 PE2315
 PE2315'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2315'A BRICK CHIMNEY ON A SMALL HOUSE WAS LOCATED, BUT IT IS DOUBTFUL
 PE2315'IF THIS IS THE OLD STATION.  AN OLD APPARENT CHIMNEY SITE OF AN
 PE2315'OLD FOUNDATION WAS LOCATED IN ADDITION TO THE ABOVE.  THE HOUSE
 PE2315'IS ONE-STORY AND UNPAINTED AND IS LOCATED NE OF THE OLD CHIMNEY
 PE2315'SITE.  NOTE--OLD CHIMNEY SITE IS THE STATION BUT SHOULD BE
 PE2315'CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1115 ***********************************************************************
 PD1115  DESIGNATION -  BEALS NORTH CHURCH SPIRE
 PD1115  PID         -  PD1115
 PD1115  STATE/COUNTY-  ME/WASHINGTON
 PD1115  USGS QUAD   -  JONESPORT (1977)
 PD1115
 PD1115                         *CURRENT SURVEY CONTROL
 PD1115  ___________________________________________________________________
 PD1115* NAD 83(1996)-  44 31 09.05546(N)    067 36 51.33020(W)     ADJUSTED  
 PD1115* NAVD 88     -                                                        
 PD1115  ___________________________________________________________________
 PD1115  LAPLACE CORR-           3.26  (seconds)                    DEFLEC99
 PD1115  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 PD1115
 PD1115  HORZ ORDER  -  THIRD
 PD1115
 PD1115.The horizontal coordinates were established by classical geodetic methods
 PD1115.and adjusted by the National Geodetic Survey in March 1998..
 PD1115
 PD1115
 PD1115.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1115
 PD1115.The geoid height was determined by GEOID03.
 PD1115
 PD1115;                    North         East     Units Scale Factor Converg.
 PD1115;SPC ME E     -    95,098.594   370,412.552   MT  0.99996095   +0 37 15.8
 PD1115;UTM  19      - 4,930,473.732   610,127.412   MT  0.99974915   +0 58 18.1
 PD1115
 PD1115                          SUPERSEDED SURVEY CONTROL
 PD1115
 PD1115  NAD 83(1992)-  44 31 09.05123(N)    067 36 51.32948(W) AD(       ) 4
 PD1115  NAD 83(1986)-  44 31 09.04709(N)    067 36 51.33267(W) AD(       ) 4
 PD1115  NAD 27      -  44 31 08.76200(N)    067 36 53.35800(W) AD(       ) 3
 PD1115
 PD1115.Superseded values are not recommended for survey control.
 PD1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1115.See file dsdata.txt to determine how the superseded data were derived.
 PD1115
 PD1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK1012730474(NAD 83)
 PD1115
 PD1115  HISTORY     - Date     Condition        Report By
 PD1115  HISTORY     - 1913     MONUMENTED       CGS
 PD1115  HISTORY     - 1962     SEE DESCRIPTION  CGS
 PD1115
 PD1115                          STATION DESCRIPTION
 PD1115
 PD1115'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (OBF)
 PD1115'THE PROMINENT SPIRE ON THE N END OF THE WHITE CHURCH NEAR THE N
 PD1115'SHORE OF THE ISLAND ABOUT 1/4 MILE FROM THE BEALS SOUTH CHURCH
 PD1115'SPIRE.  THE SPIRE IS OCTAGONAL AND NOT SO SLENDER AS THE SPIRE
 PD1115'ON THE S CHURCH, AND RESTS ON AN OPEN BELFRY.
 PD1115
 PD1115                          STATION RECOVERY (1962)
 PD1115
 PD1115'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WFD)
 PD1115'IT IS BELIEVED THAT THIS IS THE REFORMED BAPTIST CHURCH OF BEALS,
 PD1115'MAINE.  THERE IS NO BELL IN THE BELFRY, BUT IT IS EQUIPPED WITH
 PD1115'AIR-RAID SIRENS.  THE BELFRY HAS A CLOCK ON EACH FACE OF THE
 PD1115'CUPOLA.  THE CHURCH IS PAINTED WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1110 ***********************************************************************
 PD1110  DESIGNATION -  BEALS RESET
 PD1110  PID         -  PD1110
 PD1110  STATE/COUNTY-  ME/WASHINGTON
 PD1110  USGS QUAD   -  JONESPORT (1977)
 PD1110
 PD1110                         *CURRENT SURVEY CONTROL
 PD1110  ___________________________________________________________________
 PD1110* NAD 83(1996)-  44 30 29.54379(N)    067 37 07.74092(W)     ADJUSTED  
 PD1110* NAVD 88     -        27.     (meters)      89.     (feet)  SCALED    
 PD1110  ___________________________________________________________________
 PD1110  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 PD1110  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 PD1110
 PD1110  HORZ ORDER  -  SECOND
 PD1110
 PD1110.The horizontal coordinates were established by classical geodetic methods
 PD1110.and adjusted by the National Geodetic Survey in March 1998..
 PD1110
 PD1110.The orthometric height was scaled from a topographic map.
 PD1110
 PD1110.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1110
 PD1110.The geoid height was determined by GEOID03.
 PD1110
 PD1110;                    North         East     Units Scale Factor Converg.
 PD1110;SPC ME E     -    93,875.176   370,063.318   MT  0.99996035   +0 37 03.9
 PD1110;UTM  19      - 4,929,248.460   609,785.744   MT  0.99974822   +0 58 06.0
 PD1110
 PD1110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD1110!SPC ME E     -   0.99999942  x   0.99996035  =   0.99995977
 PD1110!UTM  19      -   0.99999942  x   0.99974822  =   0.99974764
 PD1110
 PD1110:                Primary Azimuth Mark                     Grid Az
 PD1110:SPC ME E     -  JONESPORT CHURCH SPIRE                   031 31 04.9
 PD1110:UTM  19      -  JONESPORT CHURCH SPIRE                   031 10 02.8
 PD1110
 PD1110|---------------------------------------------------------------------|
 PD1110| PID    Reference Object                     Distance      Geod. Az  |
 PD1110|                                                           dddmmss.s |
 PD1110| PD1113 JONESPORT CHURCH SPIRE              APPROX. 3.3 KM 0320808.8 |
 PD1110| CE7766 BEALS RM 2                            7.165 METERS 06135     |
 PD1110| PD1050 NASH ISLAND LIGHTHOUSE NEW          APPROX.11.3 KM 2443037.8 |
 PD1110| CE7765 BEALS RM 1                           10.176 METERS 30748     |
 PD1110| PD1120 KELLY RESET                         APPROX. 6.1 KM 3471553.2 |
 PD1110|---------------------------------------------------------------------|
 PD1110
 PD1110                          SUPERSEDED SURVEY CONTROL
 PD1110
 PD1110  NAD 83(1992)-  44 30 29.53952(N)    067 37 07.74031(W) AD(       ) 2
 PD1110  NAD 83(1986)-  44 30 29.53539(N)    067 37 07.74354(W) AD(       ) 2
 PD1110  NAD 27      -  44 30 29.25000(N)    067 37 09.76900(W) AD(       ) 2
 PD1110
 PD1110.Superseded values are not recommended for survey control.
 PD1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1110.See file dsdata.txt to determine how the superseded data were derived.
 PD1110
 PD1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK0978629248(NAD 83)
 PD1110
 PD1110  HISTORY     - Date     Condition        Report By
 PD1110  HISTORY     - 1934     MONUMENTED       CGS
 PD1110  HISTORY     - 1913     SEE DESCRIPTION  CGS
 PD1110  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PD1110  HISTORY     - 1945     SEE DESCRIPTION  CGS
 PD1110  HISTORY     - 1959     SEE DESCRIPTION  CGS
 PD1110  HISTORY     - 1962     SEE DESCRIPTION  CGS
 PD1110
 PD1110                          STATION DESCRIPTION
 PD1110
 PD1110'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 PD1110'STATION IS ON A HIGH HILL NEAR THE SW SIDE OF BEALS ISLAND, ABOUT
 PD1110'1-1/2 MILES SW OF JONESPORT.  THE SUMMIT IS A BARE, ROCKY LEDGE AND
 PD1110'THE STATION IS ON THE HIGHEST POINT, 5 FEET N OF THE EDGE, WHERE AN
 PD1110'ABRUPT FALL TAKES PLACE.  THE SHORE LINE IS ABOUT 200 METERS
 PD1110'DISTANT TOWARD THE W AND ABOUT 400 METERS TOWARD THE S.  THE
 PD1110'STATION IS MARKED BY A DRILL HOLE SURROUNDED BY A TRIANGLE CUT
 PD1110'IN THE ROCK.
 PD1110
 PD1110                          STATION RECOVERY (1934)
 PD1110
 PD1110'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PD1110'STATION IS ON THE WESTERN EDGE OF BEALS ISLAND, ABOUT 1/4 MILE N OF
 PD1110'SEADUCK POINT AND ACROSS MOOSE-A-BEC REACH ABOUT 2 MILES FROM W
 PD1110'JONESPORT.  IT IS ON THE HIGHEST POINT OF A BARE LEDGE WHICH FORMS
 PD1110'THE SUMMIT OF THE HILL.
 PD1110'
 PD1110'STATION RE-MARKED AND 2 REFERENCE MARKS ESTABLISHED.  ALL MARKS ARE
 PD1110'STANDARD DISKS WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.
 PD1110'
 PD1110'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 ARE BOTH ON THE
 PD1110'SURROUNDING BARE LEDGE.
 PD1110'
 PD1110'TO REACH FROM THE VILLAGE OF BEALS, GO E TO THE SECOND HOUSE PAST
 PD1110'THE REFORMED BAPTIST CHURCH.  TURN RIGHT AND FOLLOW THIS ROAD 3/4
 PD1110'MILE TO THE HOME OF HARLEY ALLEY.  CONTINUE PAST HIS HOUSE ABOUT
 PD1110'1/4 MILE TO THE SUMMIT OF THE HILL WHICH IS VISIBLE FROM THE HOUSE.
 PD1110
 PD1110                          STATION RECOVERY (1945)
 PD1110
 PD1110'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (FLP)
 PD1110'STATION AND R.M.S RECOVERED.
 PD1110'
 PD1110'STATION AND R.M. 1 HAVE BEEN TAMPERED WITH, THE CEMENT ON THE
 PD1110'SURFACE OF THE LEDGE SURROUNDING THE DISKS HAVE BEEN REMOVED AND THE
 PD1110'DISKS HAMMERED BUT ARE STILL READABLE.
 PD1110'
 PD1110'PRESENT DESCRIPTION ADEQUATE.  DISTANCES TO R.M.S CHECK.
 PD1110
 PD1110                          STATION RECOVERY (1959)
 PD1110
 PD1110'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GFW)
 PD1110'STATION MARK AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 PD1110'DISTANCES TO THE REFERENCE MARKS WERE VERIFIED.  THE PUBLISHED
 PD1110'DESCRIPTION IS ADEQUATE.
 PD1110
 PD1110                          STATION RECOVERY (1962)
 PD1110
 PD1110'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WFD)
 PD1110'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION, EXCEPT
 PD1110'STATION HAS TWO LARGE PINES ABOUT 20 FEET N.W. OF MARK.  TOP OF HILL
 PD1110'OTHERWISE CLEAR.
 PD1110'
 PD1110'TO REACH FROM ADVENT CHURCH IN BEALS, MAINE, PROCEED WESTERLY 250
 PD1110'FT TO A GRAVEL ROAD THAT HEADS SOUTHWARD FOR ABOUT A HALF OF A MILE
 PD1110'WHERE GRAVEL ROAD ENDS.  A GRASS COVERED PATH (WIDE ENOUGH FOR A
 PD1110'CAR) EXTENDS ABOUT A QUARTER OF A MILE TO A COTTAGE OWNED IN 1962
 PD1110'BY A DR. LUNDIN OF ELLSWORTH, MAINE.  A FOOT PATH CONTINUES PAST
 PD1110'THE EAST SIDE OF THE BARN TO THE TOP OF THE HILL AND STATION, A
 PD1110'DISTANCE OF ABOUT A QUARTER OF A MILE.  THIS PATH IS HEAVILY
 PD1110'OVERGROWN BUT STILL DISCERNIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1116 ***********************************************************************
 PD1116  DESIGNATION -  BEALS SCHOOL CUPOLA
 PD1116  PID         -  PD1116
 PD1116  STATE/COUNTY-  ME/WASHINGTON
 PD1116  USGS QUAD   -  JONESPORT (1977)
 PD1116
 PD1116                         *CURRENT SURVEY CONTROL
 PD1116  ___________________________________________________________________
 PD1116* NAD 83(1996)-  44 31 12.60071(N)    067 36 48.47888(W)     ADJUSTED  
 PD1116* NAVD 88     -                                                        
 PD1116  ___________________________________________________________________
 PD1116  LAPLACE CORR-           3.30  (seconds)                    DEFLEC99
 PD1116  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 PD1116
 PD1116  HORZ ORDER  -  THIRD
 PD1116
 PD1116.The horizontal coordinates were established by classical geodetic methods
 PD1116.and adjusted by the National Geodetic Survey in March 1998..
 PD1116
 PD1116
 PD1116.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1116
 PD1116.The geoid height was determined by GEOID03.
 PD1116
 PD1116;                    North         East     Units Scale Factor Converg.
 PD1116;SPC ME E     -    95,208.698   370,474.328   MT  0.99996106   +0 37 17.9
 PD1116;UTM  19      - 4,930,584.189   610,188.500   MT  0.99974931   +0 58 20.2
 PD1116
 PD1116                          SUPERSEDED SURVEY CONTROL
 PD1116
 PD1116  NAD 83(1992)-  44 31 12.59649(N)    067 36 48.47815(W) AD(       ) 4
 PD1116  NAD 83(1986)-  44 31 12.59233(N)    067 36 48.48132(W) AD(       ) 4
 PD1116  NAD 27      -  44 31 12.30700(N)    067 36 50.50600(W) AD(       ) 3
 PD1116
 PD1116.Superseded values are not recommended for survey control.
 PD1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1116.See file dsdata.txt to determine how the superseded data were derived.
 PD1116
 PD1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK1018930584(NAD 83)
 PD1116
 PD1116  HISTORY     - Date     Condition        Report By
 PD1116  HISTORY     - 1913     MONUMENTED       CGS
 PD1116  HISTORY     - 1945     SEE DESCRIPTION  CGS
 PD1116
 PD1116                          STATION DESCRIPTION
 PD1116
 PD1116'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (OBF)
 PD1116'STATION IS ON A LARGE YELLOW BUILDING NEAR THE N SHORE OF BEALS
 PD1116'ISLAND, AND A SHORT DISTANCE FROM THE SHORE OF MOOSE-A-BEC
 PD1116'REACH.  THE STATION IS THE TIP OF A SQUARE CUPOLA WITH A VERY
 PD1116'GENTLE SLOPE TO THE SIDES OF THE ROOF, NEAR THE CENTER OF THE
 PD1116'RIDGE OF THE ROOF OF THE BUILDING.
 PD1116
 PD1116                          STATION RECOVERY (1945)
 PD1116
 PD1116'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (FLP)
 PD1116'STATION RECOVERED IN GOOD CONDITION.  PRESENT DESCRIPTION ADEQUATE.
 PD1116'
 PD1116'NOTE--REPORTED DESTROYED BY FIELD PARTY IN 1948.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1112 ***********************************************************************
 PD1112  DESIGNATION -  BEALS SOUTH CHURCH SPIRE
 PD1112  PID         -  PD1112
 PD1112  STATE/COUNTY-  ME/WASHINGTON
 PD1112  USGS QUAD   -  JONESPORT (1977)
 PD1112
 PD1112                         *CURRENT SURVEY CONTROL
 PD1112  ___________________________________________________________________
 PD1112* NAD 83(1996)-  44 30 59.65686(N)    067 36 47.53731(W)     ADJUSTED  
 PD1112* NAVD 88     -                                                        
 PD1112  ___________________________________________________________________
 PD1112  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 PD1112  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 PD1112
 PD1112  HORZ ORDER  -  THIRD
 PD1112
 PD1112.The horizontal coordinates were established by classical geodetic methods
 PD1112.and adjusted by the National Geodetic Survey in March 1998..
 PD1112
 PD1112
 PD1112.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1112
 PD1112.The geoid height was determined by GEOID03.
 PD1112
 PD1112;                    North         East     Units Scale Factor Converg.
 PD1112;SPC ME E     -    94,809.421   370,499.455   MT  0.99996110   +0 37 18.4
 PD1112;UTM  19      - 4,930,185.158   610,216.065   MT  0.99974939   +0 58 20.6
 PD1112
 PD1112                          SUPERSEDED SURVEY CONTROL
 PD1112
 PD1112  NAD 83(1992)-  44 30 59.65261(N)    067 36 47.53660(W) AD(       ) 4
 PD1112  NAD 83(1986)-  44 30 59.64847(N)    067 36 47.53980(W) AD(       ) 4
 PD1112  NAD 27      -  44 30 59.36300(N)    067 36 49.56500(W) AD(       ) 3
 PD1112
 PD1112.Superseded values are not recommended for survey control.
 PD1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1112.See file dsdata.txt to determine how the superseded data were derived.
 PD1112
 PD1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK1021630185(NAD 83)
 PD1112
 PD1112  HISTORY     - Date     Condition        Report By
 PD1112  HISTORY     - 1913     MONUMENTED       CGS
 PD1112  HISTORY     - 1945     SEE DESCRIPTION  CGS
 PD1112  HISTORY     - 1962     SEE DESCRIPTION  CGS
 PD1112
 PD1112                          STATION DESCRIPTION
 PD1112
 PD1112'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (OBF)
 PD1112'THE PROMINENT SPIRE ON THE N END OF THE MOST SOUTHERN CHURCH IN
 PD1112'THE VILLAGE OF BEALS ON THE S SIDE OF MOOSE-A-BEC BEACH ACROSS
 PD1112'FROM JONESPORT, ON A SMALL HILL A LITTLE MORE THAN 1/4 MILE FROM
 PD1112'THE LANDING AT THE REACH.  THE SPIRE IS SLENDER AND OCTAGONAL,
 PD1112'RESTING ON A SQUARE BASE, WITH GABLES ON THE TOP OF AN OPEN
 PD1112'BELFRY.
 PD1112
 PD1112                          STATION RECOVERY (1945)
 PD1112
 PD1112'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (FLP)
 PD1112'STATION RECOVERED IN GOOD CONDITION.
 PD1112'
 PD1112'PRESENT DESCRIPTION ADEQUATE EXCEPT FOR THE MENTIONING OF GABLES
 PD1112'ON THE TOP OF AN OPEN BELFRY.  THIS PHRASE DOES NOT APPLY TO
 PD1112'THE SOUTH CHURCH BUT TO BEALS ISLAND NORTH CHURCH.
 PD1112
 PD1112                          STATION RECOVERY (1962)
 PD1112
 PD1112'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WFD)
 PD1112'IT IS BELIEVED THAT THIS IS THE ADVENT CHURCH OF BEALS, MAINE,
 PD1112'WHICH IS PAINTED WHITE.  THE BELFRY OF THIS CHURCH DOES CONTAIN A
 PD1112'BELL.  A RED BRICK CHIMNEY IS BUILT OVER AND TO THE SIDE OF THE
 PD1112'MAIN ENTRANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1096 ***********************************************************************
 PF1096  DESIGNATION -  BEAR
 PF1096  PID         -  PF1096
 PF1096  STATE/COUNTY-  ME/OXFORD
 PF1096  USGS QUAD   -  BUCKFIELD (1967)
 PF1096
 PF1096                         *CURRENT SURVEY CONTROL
 PF1096  ___________________________________________________________________
 PF1096* NAD 83(1996)-  44 21 52.94654(N)    070 16 38.88517(W)     ADJUSTED  
 PF1096* NAVD 88     -       390.     (meters)    1280.     (feet)  SCALED    
 PF1096  ___________________________________________________________________
 PF1096  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 PF1096  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 PF1096
 PF1096  HORZ ORDER  -  THIRD
 PF1096
 PF1096.The horizontal coordinates were established by classical geodetic methods
 PF1096.and adjusted by the National Geodetic Survey in March 1998..
 PF1096
 PF1096.The orthometric height was scaled from a topographic map.
 PF1096
 PF1096.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1096
 PF1096.The geoid height was determined by GEOID03.
 PF1096
 PF1096;                    North         East     Units Scale Factor Converg.
 PF1096;SPC ME W     -   170,142.724   891,167.951   MT  0.99996763   -0 04 38.9
 PF1096;UTM  19      - 4,913,174.903   398,209.394   MT  0.99972742   -0 53 35.9
 PF1096
 PF1096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1096!SPC ME W     -   0.99994300  x   0.99996763  =   0.99991064
 PF1096!UTM  19      -   0.99994300  x   0.99972742  =   0.99967044
 PF1096
 PF1096:                Primary Azimuth Mark                     Grid Az
 PF1096:SPC ME W     -  STREAKED                                 222 33 39.8
 PF1096:UTM  19      -  STREAKED                                 223 22 36.8
 PF1096
 PF1096|---------------------------------------------------------------------|
 PF1096| PID    Reference Object                     Distance      Geod. Az  |
 PF1096|                                                           dddmmss.s |
 PF1096| PF1094 STREAKED                            APPROX.17.3 KM 2222900.9 |
 PF1096|---------------------------------------------------------------------|
 PF1096
 PF1096                          SUPERSEDED SURVEY CONTROL
 PF1096
 PF1096  NAD 83(1992)-  44 21 52.94605(N)    070 16 38.88434(W) AD(       ) 3
 PF1096  NAD 83(1986)-  44 21 52.95162(N)    070 16 38.88850(W) AD(       ) 3
 PF1096  NAD 27      -  44 21 52.72094(N)    070 16 40.67353(W) AD(       ) 3
 PF1096
 PF1096.Superseded values are not recommended for survey control.
 PF1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1096.See file dsdata.txt to determine how the superseded data were derived.
 PF1096
 PF1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK9820913175(NAD 83)
 PF1096_MARKER: DD = SURVEY DISK
 PF1096_SETTING: 66 = SET IN ROCK OUTCROP
 PF1096_SP_SET: SET IN ROCK OUTCROP
 PF1096_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PF1096+STABILITY: POSITION/ELEVATION WELL
 PF1096
 PF1096  HISTORY     - Date     Condition        Report By
 PF1096  HISTORY     - 1910     MONUMENTED       USGS
 PF1096
 PF1096                          STATION DESCRIPTION
 PF1096
 PF1096'DESCRIBED BY US GEOLOGICAL SURVEY 1910
 PF1096'A BARE ROCKY HILL IN TOWN OF HARTFORD, CLOSE TO THE ANDROSCOGGIN
 PF1096'COUNTY LINE ABOUT 2.0 MI NW. OF NORTH TURNER.  STATION MAY BE REACHED
 PF1096'FROM N. SIDE BY MEANS OF PRIVATE RD. WHICH LEADS FROM HWY. ALL THE
 PF1096'WAY TO THE SUMMIT.  THE LAND BELONGS TO C. A. MERRILL, WHO LIVES AT
 PF1096'FOOT OF MOUNTAIN ON NW. SIDE.
 PF1096'
 PF1096'STATION MARK, STANDARD DISK SET IN SOLID ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2275 ***********************************************************************
 PE2275  DESIGNATION -  BEAR HILL RESET
 PE2275  PID         -  PE2275
 PE2275  STATE/COUNTY-  ME/KNOX
 PE2275  USGS QUAD   -  CAMDEN (1991)
 PE2275
 PE2275                         *CURRENT SURVEY CONTROL
 PE2275  ___________________________________________________________________
 PE2275* NAD 83(1996)-  44 08 39.16899(N)    069 06 23.00996(W)     ADJUSTED  
 PE2275* NAVD 88     -       136.     (meters)     446.     (feet)  SCALED    
 PE2275  ___________________________________________________________________
 PE2275  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 PE2275  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 PE2275
 PE2275  HORZ ORDER  -  THIRD
 PE2275
 PE2275.The horizontal coordinates were established by classical geodetic methods
 PE2275.and adjusted by the National Geodetic Survey in March 1998..
 PE2275
 PE2275.The orthometric height was scaled from a topographic map.
 PE2275
 PE2275.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2275
 PE2275.The geoid height was determined by GEOID03.
 PE2275
 PE2275;                    North         East     Units Scale Factor Converg.
 PE2275;SPC ME E     -    53,233.926   251,486.419   MT  0.99992894   -0 25 20.4
 PE2275;SPC ME W     -   146,183.618   984,831.692   MT  1.00005514   +0 44 18.6
 PE2275;UTM  19      - 4,887,896.034   491,490.832   MT  0.99960089   -0 04 26.8
 PE2275
 PE2275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2275!SPC ME E     -   0.99998265  x   0.99992894  =   0.99991159
 PE2275!SPC ME W     -   0.99998265  x   1.00005514  =   1.00003779
 PE2275!UTM  19      -   0.99998265  x   0.99960089  =   0.99958355
 PE2275
 PE2275:                Primary Azimuth Mark                     Grid Az
 PE2275:SPC ME E     -  MOUNT BATTIE MEM OBSERVATORY             019 14 10.0
 PE2275:SPC ME W     -  MOUNT BATTIE MEM OBSERVATORY             018 04 31.0
 PE2275:UTM  19      -  MOUNT BATTIE MEM OBSERVATORY             018 53 16.4
 PE2275
 PE2275|---------------------------------------------------------------------|
 PE2275| PID    Reference Object                     Distance      Geod. Az  |
 PE2275|                                                           dddmmss.s |
 PE2275| PE2278 MOUNT BATTIE MEM OBSERVATORY        APPROX. 9.2 KM 0184849.6 |
 PE2275| PE2261 ROCKPORT SCHOOLHOUSE CLOCK TWR      APPROX. 5.7 KM 0282950.3 |
 PE2275| PE2277 ROCKPORT WHITE SQUARE CUPOLA        APPROX. 5.6 KM 0320208.4 |
 PE2275| CE7767 BEAR HILL RM 1                       17.120 METERS 07144     |
 PE2275| PE2103 MARK ISLAND POINT SPINDLE           APPROX.10.3 KM 0734027.0 |
 PE2275| PE2076 VINAL HAVEN WATER TOWER             APPROX.24.0 KM 1162415.2 |
 PE2275| PE2295 JAMESON PT SAMOSET HOTEL TANK       APPROX. 3.3 KM 1494514.9 |
 PE2275| PE2321 ROCKLAND BREAKWATER LIGHTHOUSE      APPROX. 5.0 KM 1523840.5 |
 PE2275| PE2300 ROCKLAND UNIVERSALIST CHURCH        APPROX. 4.5 KM 1845310.3 |
 PE2275| PE2354 THOMASTON CEMENT MILL S STACK       APPROX. 7.8 KM 2104722.5 |
 PE2275| PE2350 THOMASTON CEMENT MILL N STACK       APPROX. 7.8 KM 2105156.6 |
 PE2275| PE2348 ST GEORGE RIVER S RADIO MAST        APPROX.16.1 KM 2132906.2 |
 PE2275| PE2345 ST GEORGE RIVER N RADIO MAST        APPROX.15.8 KM 2134603.0 |
 PE2275| PE2363 THOMASTON SPIRE E PART OF TOWN      APPROX. 8.6 KM 2145820.2 |
 PE2275| PE2352 THOMASTON WATER TANK                APPROX.10.1 KM 2244337.6 |
 PE2275| CE7768 BEAR HILL RM 2                       16.143 METERS 35442     |
 PE2275|---------------------------------------------------------------------|
 PE2275
 PE2275                          SUPERSEDED SURVEY CONTROL
 PE2275
 PE2275  NAD 83(1992)-  44 08 39.17417(N)    069 06 22.99062(W) AD(       ) 3
 PE2275  NAD 83(1986)-  44 08 39.17869(N)    069 06 22.99756(W) AD(       ) 3
 PE2275  NAD 27      -  44 08 38.88400(N)    069 06 24.84600(W) AD(       ) 3
 PE2275
 PE2275.Superseded values are not recommended for survey control.
 PE2275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2275.See file dsdata.txt to determine how the superseded data were derived.
 PE2275
 PE2275_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ9149187896(NAD 83)
 PE2275
 PE2275  HISTORY     - Date     Condition        Report By
 PE2275  HISTORY     - 1934     MONUMENTED       CGS
 PE2275  HISTORY     - 1911     SEE DESCRIPTION  CGS
 PE2275  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2275  HISTORY     - 1962     SEE DESCRIPTION  CGS
 PE2275  HISTORY     - 1974     SEE DESCRIPTION  NGS
 PE2275
 PE2275                          STATION DESCRIPTION
 PE2275
 PE2275'DESCRIBED BY COAST AND GEODETIC SURVEY 1911
 PE2275'ON THE SUMMIT OF THE HILL OF THAT NAME ON THE E SIDE OF
 PE2275'CHICTAWAUKIE POND AND ABOUT 2 MILES NNE OF ROCKLAND.  THE MARK
 PE2275'IS A HOLE DRILLED IN THE ROCK.  AN ADDITIONAL DRILL HOLE IS 2.4
 PE2275'INCHES N OF THE STATION.
 PE2275
 PE2275                          STATION RECOVERY (1934)
 PE2275
 PE2275'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2275'STATION IS ON THE HIGHEST POINT OF BEAR HILL, WHICH RISES
 PE2275'ABRUPTLY FROM THE E SHORE OF CHITAWAUKIE POND, ABOUT 2 MILES N
 PE2275'OF ROCKLAND.  IT IS ON THE PROPERTY OWNED BY MR. H. BRADFORD
 PE2275'RICHMOND OF ATLANTIC CITY, NEW JERSEY.  THE STATION MARK IS 60
 PE2275'FEET E OF THE ABRUPT FACE OF THE HILL AND 120 FEET N OF THE TREE
 PE2275'LINE.
 PE2275'
 PE2275'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 PE2275'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 PE2275'
 PE2275'REFERENCE MARK NO. 1 IS 95 FEET E OF THE FACE OF THE HILL AND
 PE2275'130 FEET N OF TREE LINE.
 PE2275'
 PE2275'REFERENCE MARK NO. 2 IS 80 FEET E OF THE FACE OF THE HILL AND
 PE2275'60 FEET N OF TREE LINE.
 PE2275'
 PE2275'TO REACH FROM ROCKLAND, GO N ON HIGHWAY 1 ABOUT 3 MILES FROM
 PE2275'THE CENTER OF TOWN AND TURN LEFT ON GRAVEL ROAD CALLED SOUTH
 PE2275'STREET (ROCKPORT).  SIGN ON RIGHT BEAR HILL SUMMIT.  PROCEED
 PE2275'0.7 MILE AND TAKE LEFT FORK.  FOLLOW 0.2 MILE TO BAR GATE ON
 PE2275'THE LEFT.  FOLLOW WAGON ROAD UP HILL ALONG SIDE OF PASTURE FENCE
 PE2275'TO WOODS.  CONTINUE TRAIL TO SUMMIT.
 PE2275
 PE2275                          STATION RECOVERY (1962)
 PE2275
 PE2275'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JDB)
 PE2275'THE STATION WAS RECOVERED AND BOTH REFERENCE MARKS SET IN 1934
 PE2275'WERE FOUND IN GOOD CONDITION.  THE STATION MARK, SET IN 1934, HAS
 PE2275'BEEN DESTROYED.  THE STEM OF THE DISK, SET IN A DRILL HOLE IS
 PE2275'STILL REMAINING AND WAS USED AS THE STATION MARK.  THE MEASURED
 PE2275'DISTANCES FROM THE REFERENCE MARKS VERIFY THIS.  THE DRILL HOLE
 PE2275'MENTIONED IN THE 1911 RECOVERY NOTE WAS ALSO RECOVERED.  THE
 PE2275'STATION IS ON LAND NOW OWNED BY DR. HARRIS PETTIT.
 PE2275'
 PE2275'TO REACH THE STATION FROM THE DEPOSITORS TRUST COMPANY BUILDING
 PE2275'IN THE CENTER OF ROCKLAND, GO NORTH ON U.S. HIGHWAY NO. 1 FOR
 PE2275'3.0 MILES TO SOUTH STREET ON THE LEFT.  TURN LEFT, WEST, AND GO
 PE2275'0.7 MILE TO A FORK.  TAKE THE LEFT FORK, WESTERLY, AND GO 0.2
 PE2275'MILE TO THE ENTRANCE TO DR. PETTITS HOME.  TURN LEFT,
 PE2275'SOUTH-SOUTHEAST AND GO 0.15 MILE TO A BARN JUST AFTER PASSING
 PE2275'THE PETTIT RESIDENCE.  TURN RIGHT, WEST, CROSSING A DRAIN
 PE2275'AND GO 0.1 MILE TO A CLEARING.  TURN LEFT, SOUTHERLY, AND
 PE2275'FOLLOW ALONG THE WEST EDGE OF A THICKET FOR 0.1 MILE.  TURN
 PE2275'RIGHT AND GO WEST FOR 0.05 MILE TO A TRACK ROAD UP THE HILL
 PE2275'THROUGH THE TIMBER.  TURN LEFT, SOUTHERLY, PASSING UNDER
 PE2275'A POWER LINE, AND PROCEED FOR 0.4 MILE TO THE TOP OF THE HILL
 PE2275'AND THE STATION SITE.
 PE2275'
 PE2275'A 4-WHEEL DRIVE VEHICLE IS REQUIRED FROM THE RESIDENCE OF
 PE2275'DR. PETTIT TO THE STATION.
 PE2275
 PE2275                          STATION RECOVERY (1974)
 PE2275
 PE2275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JWB)
 PE2275'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 PE2275'TO REACH IS GOOD WITH THE EXCEPTION THAT THE SIGN WHICH READS
 PE2275'BEAR HILL SUMMIT AT THE INTERSECTION OF U.S. HIGHWAY 1 AND
 PE2275'SOUTH STREET IS NO LONGER THERE.  THE STATION IS ON PROPERTY
 PE2275'OWNED BY MR. HORACE PETTIT, M.D., 123 KENNEDY LANE, BRYN MAWR,
 PE2275'PA.  MR. PETTITS LOCAL ADDRESS IS BOX 361 RFD 1, ROCKLAND,
 PE2275'MAINE.
 PE2275'
 PE2275'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PE2275'2 MILES NORTH OF ROCKLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0457 ***********************************************************************
 QH0457  DESIGNATION -  BEAR IBC
 QH0457  PID         -  QH0457
 QH0457  STATE/COUNTY-  ME/FRANKLIN
 QH0457  USGS QUAD   -  BOUNDARY POND (1970)
 QH0457
 QH0457                         *CURRENT SURVEY CONTROL
 QH0457  ___________________________________________________________________
 QH0457* NAD 83(1996)-  45 30 31.55593(N)    070 39 47.83981(W)     ADJUSTED  
 QH0457* NAVD 88     -       648.     (meters)    2126.     (feet)  SCALED    
 QH0457  ___________________________________________________________________
 QH0457  LAPLACE CORR-           4.82  (seconds)                    DEFLEC99
 QH0457  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 QH0457
 QH0457  HORZ ORDER  -  THIRD
 QH0457
 QH0457.The horizontal coordinates were established by classical geodetic methods
 QH0457.and adjusted by the National Geodetic Survey in March 1998..
 QH0457
 QH0457.The orthometric height was scaled from a topographic map.
 QH0457
 QH0457.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0457
 QH0457.The geoid height was determined by GEOID03.
 QH0457
 QH0457;                    North         East     Units Scale Factor Converg.
 QH0457;SPC ME W     -   297,392.296   861,192.298   MT  0.99998518   -0 21 15.4
 QH0457;UTM  19      - 5,040,815.827   370,073.027   MT  0.99980755   -1 11 12.1
 QH0457
 QH0457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0457!SPC ME W     -   0.99990249  x   0.99998518  =   0.99988767
 QH0457!UTM  19      -   0.99990249  x   0.99980755  =   0.99971006
 QH0457
 QH0457:                Primary Azimuth Mark                     Grid Az
 QH0457:SPC ME W     -  VAN DYKE IBC                             213 52 16.2
 QH0457:UTM  19      -  VAN DYKE IBC                             214 42 12.9
 QH0457
 QH0457|---------------------------------------------------------------------|
 QH0457| PID    Reference Object                     Distance      Geod. Az  |
 QH0457|                                                           dddmmss.s |
 QH0457| QH0273 VAN DYKE IBC                        APPROX. 2.1 KM 2133100.8 |
 QH0457|---------------------------------------------------------------------|
 QH0457
 QH0457                          SUPERSEDED SURVEY CONTROL
 QH0457
 QH0457  NAD 83(1992)-  45 30 31.55549(N)    070 39 47.83403(W) AD(       ) 3
 QH0457  NAD 83(1992)-  45 30 31.56224(N)    070 39 47.82565(W) AD(       ) 3
 QH0457  NAD 83(1986)-  45 30 31.55767(N)    070 39 47.83438(W) AD(       ) 3
 QH0457  NAD 27      -  45 30 31.39400(N)    070 39 49.57000(W) AD(       ) 3
 QH0457
 QH0457.Superseded values are not recommended for survey control.
 QH0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0457.See file dsdata.txt to determine how the superseded data were derived.
 QH0457
 QH0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL7007340816(NAD 83)
 QH0457_MARKER: DD = SURVEY DISK
 QH0457_SETTING: 66 = SET IN ROCK OUTCROP
 QH0457_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 QH0457_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QH0457+STABILITY: POSITION/ELEVATION WELL
 QH0457
 QH0457  HISTORY     - Date     Condition        Report By
 QH0457  HISTORY     - 1915     MONUMENTED       IBC
 QH0457  HISTORY     - 1941     GOOD             IBC
 QH0457
 QH0457                          STATION DESCRIPTION
 QH0457
 QH0457'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1915 (JH)
 QH0457'IN TOWNSHIP 8, RANGE 2, 1 MILE WEST OF LOWELLTOWN, ME.  ON THE LOW
 QH0457'ROCKY RIDGE NORTH OF VAN DYKE MOUNTAIN, ABOUT ONE - FOURTH MILE SOUTH
 QH0457'OF THE CANADIAN PACIFIC RAILWAY, ABOUT 600 FEET NORTH OF A RIDGE ABOUT
 QH0457'150 FEET HIGHER.  THE STATION IS ON THE WEST SIDE OF THE TOP OF THE
 QH0457'RIDGE.
 QH0457'
 QH0457'STATION MARK--A BRONZE DISK CEMENTED IN A DRILL HOLE IN ROCK.
 QH0457
 QH0457                          STATION RECOVERY (1941)
 QH0457
 QH0457'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941
 QH0457'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1907 ***********************************************************************
 PE1907  DESIGNATION -  BEAR ISLAND LIGHTHOUSE
 PE1907  PID         -  PE1907
 PE1907  STATE/COUNTY-  ME/HANCOCK
 PE1907  USGS QUAD   -  SOUTHWEST HARBOR (1983)
 PE1907
 PE1907                         *CURRENT SURVEY CONTROL
 PE1907  ___________________________________________________________________
 PE1907* NAD 83(1996)-  44 17 00.28665(N)    068 16 11.79145(W)     ADJUSTED  
 PE1907* NAVD 88     -                                                        
 PE1907  ___________________________________________________________________
 PE1907  LAPLACE CORR-           4.76  (seconds)                    DEFLEC99
 PE1907  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 PE1907
 PE1907  HORZ ORDER  -  THIRD
 PE1907
 PE1907.The horizontal coordinates were established by classical geodetic methods
 PE1907.and adjusted by the National Geodetic Survey in March 1998..
 PE1907
 PE1907
 PE1907.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1907
 PE1907.The geoid height was determined by GEOID03.
 PE1907
 PE1907;                    North         East     Units Scale Factor Converg.
 PE1907;SPC ME E     -    68,546.649   318,362.174   MT  0.99990415   +0 09 38.3
 PE1907;UTM  19      - 4,903,610.806   558,252.447   MT  0.99964173   +0 30 35.1
 PE1907
 PE1907                          SUPERSEDED SURVEY CONTROL
 PE1907
 PE1907  NAD 83(1992)-  44 17 00.28929(N)    068 16 11.78910(W) AD(       ) 4
 PE1907  NAD 83(1986)-  44 17 00.28889(N)    068 16 11.79444(W) AD(       ) 4
 PE1907  NAD 27      -  44 16 59.99600(N)    068 16 13.75100(W) AD(       ) 3
 PE1907
 PE1907.Superseded values are not recommended for survey control.
 PE1907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1907.See file dsdata.txt to determine how the superseded data were derived.
 PE1907
 PE1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK5825203611(NAD 83)
 PE1907
 PE1907  HISTORY     - Date     Condition        Report By
 PE1907  HISTORY     - UNK      MONUMENTED
 PE1907  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE1907  HISTORY     - 1953     SEE DESCRIPTION  CGS
 PE1907  HISTORY     - 1989     GOOD             USPSQD
 PE1907  HISTORY     - 20060621 GOOD             INDIV
 PE1907
 PE1907                          STATION DESCRIPTION
 PE1907
 PE1907'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1907'STATION RECOVERED.  IT IS SE OF THE ENTRANCE TO NORTHEAST
 PE1907'HARBOR AND HAS A WHITE CYLINDRICAL TOWER.  ITS POSITION WAS
 PE1907'REDETERMINED BY THE 1934 OBSERVATIONS.
 PE1907
 PE1907                          STATION RECOVERY (1953)
 PE1907
 PE1907'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (DFR)
 PE1907'STATION WAS RECOVERED IN GOOD CONDITION.
 PE1907
 PE1907                          STATION RECOVERY (1989)
 PE1907
 PE1907'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELG)
 PE1907'RECOVERED IN GOOD CONDITION.
 PE1907
 PE1907                          STATION RECOVERY (2006)
 PE1907
 PE1907'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JKM)
 PE1907'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0837 ***********************************************************************
 PE0837  DESIGNATION -  BEAU
 PE0837  PID         -  PE0837
 PE0837  STATE/COUNTY-  ME/KENNEBEC
 PE0837  USGS QUAD   -  BURNHAM (1982)
 PE0837
 PE0837                         *CURRENT SURVEY CONTROL
 PE0837  ___________________________________________________________________
 PE0837* NAD 83(1996)-  44 41 14.06959(N)    069 29 13.16329(W)     ADJUSTED  
 PE0837* NAVD 88     -        87.038  (meters)     285.56   (feet)  ADJUSTED  
 PE0837  ___________________________________________________________________
 PE0837  LAPLACE CORR-           4.16  (seconds)                    DEFLEC99
 PE0837  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 PE0837  DYNAMIC HT  -          87.033 (meters)     285.54  (feet)  COMP
 PE0837  MODELED GRAV-     980,566.1   (mgal)                       NAVD 88
 PE0837
 PE0837  HORZ ORDER  -  SECOND
 PE0837  VERT ORDER  -  SECOND    CLASS 0
 PE0837
 PE0837.The horizontal coordinates were established by classical geodetic methods
 PE0837.and adjusted by the National Geodetic Survey in March 1998..
 PE0837
 PE0837.The orthometric height was determined by differential leveling
 PE0837.and adjusted by the National Geodetic Survey in June 1991..
 PE0837
 PE0837.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE0837
 PE0837.The geoid height was determined by GEOID03.
 PE0837
 PE0837.The dynamic height is computed by dividing the NAVD 88
 PE0837.geopotential number by the normal gravity value computed on the
 PE0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0837.degrees latitude (g = 980.6199 gals.).
 PE0837
 PE0837.The modeled gravity was interpolated from observed gravity values.
 PE0837
 PE0837;                    North         East     Units Scale Factor Converg.
 PE0837;SPC ME W     -   206,201.109   953,879.334   MT  1.00000235   +0 28 40.7
 PE0837;SPC ME E     -   113,864.451   221,764.550   MT  0.99997524   -0 41 38.8
 PE0837;UTM  19      - 4,948,323.189   461,409.513   MT  0.99961831   -0 20 32.9
 PE0837
 PE0837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE0837!SPC ME W     -   0.99999036  x   1.00000235  =   0.99999271
 PE0837!SPC ME E     -   0.99999036  x   0.99997524  =   0.99996560
 PE0837!UTM  19      -   0.99999036  x   0.99961831  =   0.99960867
 PE0837
 PE0837|---------------------------------------------------------------------|
 PE0837| PID    Reference Object                     Distance      Geod. Az  |
 PE0837|                                                           dddmmss.s |
 PE0837| CE7770 BEAU RM 1                            21.208 METERS 06836     |
 PE0837| CE7771 BEAU RM 2                            27.138 METERS 19706     |
 PE0837| CE7769 BEAU AZ MK                                         2824033.8 |
 PE0837|---------------------------------------------------------------------|
 PE0837
 PE0837                          SUPERSEDED SURVEY CONTROL
 PE0837
 PE0837  NAD 83(1992)-  44 41 14.06732(N)    069 29 13.16025(W) AD(       ) 2
 PE0837  NAD 83(1986)-  44 41 14.07177(N)    069 29 13.16960(W) AD(       ) 2
 PE0837  NAD 27      -  44 41 13.83680(N)    069 29 14.99640(W) AD(       ) 2
 PE0837  NGVD 29 (??/??/92)   87.256  (m)          286.27   (f) ADJ UNCH    2 0
 PE0837
 PE0837.Superseded values are not recommended for survey control.
 PE0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0837.See file dsdata.txt to determine how the superseded data were derived.
 PE0837
 PE0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK6141048323(NAD 83)
 PE0837_MARKER: DS = TRIANGULATION STATION DISK
 PE0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0837_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0837_STAMPING: BEAU 1958
 PE0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0837+STABILITY: SURFACE MOTION
 PE0837
 PE0837  HISTORY     - Date     Condition        Report By
 PE0837  HISTORY     - 1958     MONUMENTED       CGS
 PE0837  HISTORY     - 1958     GOOD             CGS
 PE0837  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 PE0837
 PE0837                          STATION DESCRIPTION
 PE0837
 PE0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 PE0837'STATION IS LOCATED ABOUT 3.5 MILES NORTH OF THE VILLAGE OF
 PE0837'CLINTON, ABOUT 3.0 MILES WEST OF THE VILLAGE OF BURNHAM AND ON
 PE0837'THE PROPERTY OF ROLAND BEAUDEIN.  STATION IS 39 FEET NORTH OF
 PE0837'UTILITY POWER POLE NO. 865, 14 FEET EAST-SOUTHEAST OF WITNESS
 PE0837'POST, 20 FEET EAST OF ROCK FENCE AND 68.5 FEET WEST-SOUTHWEST
 PE0837'OF THE SOUTHWEST CORNER OF CHICKEN BARN.  MARK IS SET FLUSH AND
 PE0837'THE DISK IS STAMPED BEAU 1958.
 PE0837'
 PE0837'R.M. NO. 1 IS 2 FEET WEST OF CHICKEN BARN, 62 FEET NORTH OF
 PE0837'DRIVEWAY AND 73 FEET EAST OF APPROXIMATE CENTER OF STONE
 PE0837'FENCE.  MARK IS SET FLUSH AND THE DISK IS STAMPED BEAU NO. 1 1958.
 PE0837'
 PE0837'R.M. NO. 2 IS 35 FEET SOUTH OF DRIVEWAY, 11 FEET SOUTHEAST OF
 PE0837'24 INCH MAPLE TREE, 10 FEET EAST OF A FENCE AND 103 FEET WEST
 PE0837'OF WEST SIDE OF HOUSE.  MARK IS SET FLUSH AND THE DISK IS
 PE0837'STAMPED BEAU NO. 2 1958.
 PE0837'
 PE0837'AZIMUTH MARK IS 3 FEET EAST OF WITNESS POST, 32 FEET EAST OF
 PE0837'APPROXIMATE CENTERLINE OF ROAD, 36 FEET SOUTH OF 24 INCH MAPLE
 PE0837'TREE AND 86 FEET NORTH OF SIDEROAD.  MARK PROJECTS 3 INCHES AND
 PE0837'THE DISK IS STAMPED BEAU 1958.
 PE0837'
 PE0837'TO REACH FROM THE POST OFFICE AND RAILROAD STATION IN BURNHAM,
 PE0837'GO WEST ON GRAVEL ROAD 3.7 MILES TO CROSSROAD AND MUTTON LANE
 PE0837'MEETING HOUSE IN NORTHWEST CORNER, TURN LEFT AND GO SOUTHERLY
 PE0837'FOR 1.85 MILES TO SIDE ROAD LEFT AT TWO MAIL BOXES, JUST BEYOND
 PE0837'A GREEN ROOFED CABIN ON RIGHT AND AZIMUTH MARK ON LEFT, TURN
 PE0837'LEFT AND GO 0.2 MILE TO MR. BEAUDOINS HOME AND STATION ON LEFT
 PE0837'AS DESCRIBED.
 PE0837'
 PE0837'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 PE0837
 PE0837                          STATION RECOVERY (1958)
 PE0837
 PE0837'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 PE0837'3.5 MI N FROM CLINTON.
 PE0837'0.2 MILES NORTH ALONG A BLACKTOP ROAD FROM THE MAINE CENTRAL
 PE0837'RAILROAD STATION AT CLINTON, THENCE 3.1 MILES NORTH ALONG A
 PE0837'GRAVEL ROAD (MUTTON LANE), THENCE 0.2 MILES EAST ALONG A GRAVEL
 PE0837'DRIVE TO A FARM HOUSE, 63 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 PE0837'OF A CHICKEN HOUSE, 93 FEET NORTHWEST OF THE NORTHWEST CORNER
 PE0837'OF AN ASBESTOS SIDED HOUSE, 42 FEET NORTH-NORTHWEST OF THE CENTER
 PE0837'LINE OF THE DRIVE, 36 FEET NORTH OF POWER POLE 65, 13 FEET
 PE0837'EAST-SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 PE0837'ROAD, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 PE0837
 PE0837                          STATION RECOVERY (1986)
 PE0837
 PE0837'RECOVERY NOTE BY US POWER SQUADRON 1986 (ELG)
 PE0837'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0838 ***********************************************************************
 PE0838  DESIGNATION -  BEAU AZ MK
 PE0838  PID         -  PE0838
 PE0838  STATE/COUNTY-  ME/KENNEBEC
 PE0838  USGS QUAD   -  BURNHAM (1982)
 PE0838
 PE0838                         *CURRENT SURVEY CONTROL
 PE0838  ___________________________________________________________________
 PE0838* NAD 83(1986)-  44 41 19.     (N)    069 29 28.     (W)     SCALED    
 PE0838* NAVD 88     -        88.879  (meters)     291.60   (feet)  ADJUSTED  
 PE0838  ___________________________________________________________________
 PE0838  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 PE0838  DYNAMIC HT  -          88.875 (meters)     291.58  (feet)  COMP
 PE0838  MODELED GRAV-     980,565.9   (mgal)                       NAVD 88
 PE0838
 PE0838  VERT ORDER  -  SECOND    CLASS 0
 PE0838
 PE0838.The horizontal coordinates were scaled from a topographic map and have
 PE0838.an estimated accuracy of +/- 6 seconds.
 PE0838
 PE0838.The orthometric height was determined by differential leveling
 PE0838.and adjusted by the National Geodetic Survey in June 1991..
 PE0838
 PE0838.The geoid height was determined by GEOID03.
 PE0838
 PE0838.The dynamic height is computed by dividing the NAVD 88
 PE0838.geopotential number by the normal gravity value computed on the
 PE0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0838.degrees latitude (g = 980.6199 gals.).
 PE0838
 PE0838.The modeled gravity was interpolated from observed gravity values.
 PE0838
 PE0838;                    North         East    Units  Estimated Accuracy
 PE0838;SPC ME W     -   206,350.      953,550.      MT  (+/- 180 meters Scaled)
 PE0838
 PE0838                          SUPERSEDED SURVEY CONTROL
 PE0838
 PE0838  NGVD 29 (??/??/92)   89.098  (m)          292.32   (f) ADJ UNCH    2 0
 PE0838
 PE0838.Superseded values are not recommended for survey control.
 PE0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0838.See file dsdata.txt to determine how the superseded data were derived.
 PE0838
 PE0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK610484(NAD 83)
 PE0838_MARKER: DZ = AZIMUTH MARK DISK
 PE0838_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 PE0838_SP_SET: UNSPECIFIED ROCK
 PE0838_STAMPING: BEAU 1958
 PE0838_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0838
 PE0838  HISTORY     - Date     Condition        Report By
 PE0838  HISTORY     - 1958     MONUMENTED       CGS
 PE0838  HISTORY     - 1986     GOOD             USPSQD
 PE0838
 PE0838                          STATION DESCRIPTION
 PE0838
 PE0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0838'3.3 MI N FROM CLINTON.
 PE0838'0.2 MILES NORTH ALONG A BLACKTOP ROAD FROM THE MAINE CENTRAL
 PE0838'RAILROAD STATION AT CLINTON, THENCE 3.1 MILES NORTH ALONG A
 PE0838'GRAVEL ROAD (MUTTON LANE), SET IN THE TOP OF A 2-FOOT BY 2-FOOT
 PE0838'EXPOSED PORTION OF A ROCK, 30 FEET EAST OF THE CENTER LINE OF
 PE0838'MUTTON LANE, 84 FEET NORTH OF THE CENTER LINE OF A ROAD LEADING
 PE0838'EAST TO A FARM HOUSE, 93 FEET SOUTH OF THE CENTER LINE OF A DRIVE
 PE0838'EAST TO A BARN, 48 FEET NORTH OF AN 18-INCH MAPLE TREE USED AS
 PE0838'A FENCE CORNER, 35 FEET SOUTH OF A 24-INCH MAPLE TREE IN A FENCE
 PE0838'LINE, 8 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH
 PE0838'THE ROAD.
 PE0838
 PE0838                          STATION RECOVERY (1986)
 PE0838
 PE0838'RECOVERY NOTE BY US POWER SQUADRON 1986 (ELG)
 PE0838'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0836 ***********************************************************************
 PE0836  DESIGNATION -  BEAU RM 1
 PE0836  PID         -  PE0836
 PE0836  STATE/COUNTY-  ME/KENNEBEC
 PE0836  USGS QUAD   -  BURNHAM (1982)
 PE0836
 PE0836                         *CURRENT SURVEY CONTROL
 PE0836  ___________________________________________________________________
 PE0836* NAD 83(1986)-  44 41 13.     (N)    069 29 12.     (W)     SCALED    
 PE0836* NAVD 88     -        86.904  (meters)     285.12   (feet)  ADJUSTED  
 PE0836  ___________________________________________________________________
 PE0836  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 PE0836  DYNAMIC HT  -          86.900 (meters)     285.10  (feet)  COMP
 PE0836  MODELED GRAV-     980,566.1   (mgal)                       NAVD 88
 PE0836
 PE0836  VERT ORDER  -  SECOND    CLASS 0
 PE0836
 PE0836.The horizontal coordinates were scaled from a topographic map and have
 PE0836.an estimated accuracy of +/- 6 seconds.
 PE0836
 PE0836.The orthometric height was determined by differential leveling
 PE0836.and adjusted by the National Geodetic Survey in June 1991..
 PE0836
 PE0836.The geoid height was determined by GEOID03.
 PE0836
 PE0836.The dynamic height is computed by dividing the NAVD 88
 PE0836.geopotential number by the normal gravity value computed on the
 PE0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0836.degrees latitude (g = 980.6199 gals.).
 PE0836
 PE0836.The modeled gravity was interpolated from observed gravity values.
 PE0836
 PE0836;                    North         East    Units  Estimated Accuracy
 PE0836;SPC ME W     -   206,170.      953,910.      MT  (+/- 180 meters Scaled)
 PE0836
 PE0836                          SUPERSEDED SURVEY CONTROL
 PE0836
 PE0836  NGVD 29 (??/??/92)   87.123  (m)          285.84   (f) ADJ UNCH    2 0
 PE0836
 PE0836.Superseded values are not recommended for survey control.
 PE0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0836.See file dsdata.txt to determine how the superseded data were derived.
 PE0836
 PE0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK614482(NAD 83)
 PE0836_MARKER: DR = REFERENCE MARK DISK
 PE0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0836_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0836_STAMPING: BEAU NO 1 1958
 PE0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0836+STABILITY: SURFACE MOTION
 PE0836
 PE0836  HISTORY     - Date     Condition        Report By
 PE0836  HISTORY     - 1958     MONUMENTED       CGS
 PE0836  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 PE0836
 PE0836                          STATION DESCRIPTION
 PE0836
 PE0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0836'3.5 MI N FROM CLINTON.
 PE0836'0.2 MILES NORTH ALONG A BLACKTOP ROAD FROM THE MAINE CENTRAL
 PE0836'RAILROAD STATION AT CLINTON, THENCE 3.1 MILES NORTH ALONG A
 PE0836'GRAVEL ROAD (MUTTON LANE), THENCE 0.2 MILES EAST ALONG A GRAVEL
 PE0836'DRIVE TO A FARM HOUSE, 6 FEET NORTH-NORTHWEST OF THE SOUTHWEST
 PE0836'CORNER OF THE CHICKEN HOUSE, 57 FEET NORTH-NORTHWEST OF THE
 PE0836'CENTER LINE OF THE DRIVEWAY, 2 1/2 FEET WEST OF THE WEST END
 PE0836'OF THE CHICKEN HOUSE, 99 FEET NORTHEAST OF POWER POLE 65, 78
 PE0836'FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE FARM HOUSE,
 PE0836'69.0 FEET NORTHEAST OF THE TRIANGULATION STATION BEAU, ABOUT 1
 PE0836'FOOT ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP OF A CONCRETE
 PE0836'POST FLUSH WITH THE GROUND.
 PE0836
 PE0836                          STATION RECOVERY (1986)
 PE0836
 PE0836'RECOVERY NOTE BY US POWER SQUADRON 1986 (ELG)
 PE0836'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0835 ***********************************************************************
 PE0835  DESIGNATION -  BEAU RM 2
 PE0835  PID         -  PE0835
 PE0835  STATE/COUNTY-  ME/KENNEBEC
 PE0835  USGS QUAD   -  BURNHAM (1982)
 PE0835
 PE0835                         *CURRENT SURVEY CONTROL
 PE0835  ___________________________________________________________________
 PE0835* NAD 83(1986)-  44 41 13.     (N)    069 29 12.     (W)     SCALED    
 PE0835* NAVD 88     -        87.025  (meters)     285.51   (feet)  ADJUSTED  
 PE0835  ___________________________________________________________________
 PE0835  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 PE0835  DYNAMIC HT  -          87.020 (meters)     285.50  (feet)  COMP
 PE0835  MODELED GRAV-     980,566.1   (mgal)                       NAVD 88
 PE0835
 PE0835  VERT ORDER  -  SECOND    CLASS 0
 PE0835
 PE0835.The horizontal coordinates were scaled from a topographic map and have
 PE0835.an estimated accuracy of +/- 6 seconds.
 PE0835
 PE0835.The orthometric height was determined by differential leveling
 PE0835.and adjusted by the National Geodetic Survey in June 1991..
 PE0835
 PE0835.The geoid height was determined by GEOID03.
 PE0835
 PE0835.The dynamic height is computed by dividing the NAVD 88
 PE0835.geopotential number by the normal gravity value computed on the
 PE0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0835.degrees latitude (g = 980.6199 gals.).
 PE0835
 PE0835.The modeled gravity was interpolated from observed gravity values.
 PE0835
 PE0835;                    North         East    Units  Estimated Accuracy
 PE0835;SPC ME W     -   206,170.      953,910.      MT  (+/- 180 meters Scaled)
 PE0835
 PE0835                          SUPERSEDED SURVEY CONTROL
 PE0835
 PE0835  NGVD 29 (??/??/92)   87.243  (m)          286.23   (f) ADJ UNCH    2 0
 PE0835
 PE0835.Superseded values are not recommended for survey control.
 PE0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0835.See file dsdata.txt to determine how the superseded data were derived.
 PE0835
 PE0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK614482(NAD 83)
 PE0835_MARKER: DR = REFERENCE MARK DISK
 PE0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0835_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0835_STAMPING: BEAU NO 2 1958
 PE0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0835+STABILITY: SURFACE MOTION
 PE0835
 PE0835  HISTORY     - Date     Condition        Report By
 PE0835  HISTORY     - 1958     MONUMENTED       CGS
 PE0835  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 PE0835
 PE0835                          STATION DESCRIPTION
 PE0835
 PE0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0835'3.5 MI N FROM CLINTON.
 PE0835'0.2 MILES NORTH ALONG A BLACKTOP ROAD FROM THE MAINE CENTRAL
 PE0835'RAILROAD STATION AT CLINTON, THENCE 3.1 MILES NORTH ALONG A
 PE0835'GRAVEL ROAD (MUTTON LANE), THENCE 0.2 MILES EAST ALONG A GRAVEL
 PE0835'DRIVE TO A FARM HOUSE, 10 FEET SOUTH OF THE CENTER LINE OF THE
 PE0835'DRIVE, 9 FEET SOUTHEAST OF A 24-INCH MAPLE TREE, 102 FEET
 PE0835'WEST-SOUTHWEST OF THE NORTHWEST CORNER OF ASBESTOS SIDING HOUSE,
 PE0835'17 FEET SOUTH AND ACROSS DRIVE FROM POWER POLE 65, 89.3 FEET
 PE0835'SOUTH OF TRIANGULATION STATION BEAU, ABOUT LEVEL WITH THE DRIVE,
 PE0835'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 PE0835
 PE0835                          STATION RECOVERY (1986)
 PE0835
 PE0835'RECOVERY NOTE BY US POWER SQUADRON 1986 (ELG)
 PE0835'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2563 ***********************************************************************
 OC2563  DESIGNATION -  BEAVER
 OC2563  PID         -  OC2563
 OC2563  STATE/COUNTY-  ME/YORK
 OC2563  USGS QUAD   -  SOMERSWORTH (1998)
 OC2563
 OC2563                         *CURRENT SURVEY CONTROL
 OC2563  ___________________________________________________________________
 OC2563* NAD 83(1996)-  43 16 05.08059(N)    070 46 43.92765(W)     ADJUSTED  
 OC2563* NAVD 88     -        45.0    (meters)     148.     (feet)  VERTCON   
 OC2563  ___________________________________________________________________
 OC2563  LAPLACE CORR-           3.44  (seconds)                    DEFLEC99
 OC2563  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 OC2563
 OC2563  HORZ ORDER  -  SECOND
 OC2563
 OC2563.The horizontal coordinates were established by classical geodetic methods
 OC2563.and adjusted by the National Geodetic Survey in March 1998..
 OC2563
 OC2563.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2563
 OC2563.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2563
 OC2563.The geoid height was determined by GEOID03.
 OC2563
 OC2563;                    North         East     Units Scale Factor Converg.
 OC2563;SPC ME W     -    48,477.784   850,299.614   MT  0.99999704   -0 25 10.6
 OC2563;UTM  19      - 4,792,121.371   355,637.833   MT  0.99985637   -1 13 10.1
 OC2563
 OC2563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2563!SPC ME W     -   0.99999713  x   0.99999704  =   0.99999417
 OC2563!UTM  19      -   0.99999713  x   0.99985637  =   0.99985350
 OC2563
 OC2563|---------------------------------------------------------------------|
 OC2563| PID    Reference Object                     Distance      Geod. Az  |
 OC2563|                                                           dddmmss.s |
 OC2563| CE7225 BEAVER RM 1                          16.261 METERS 00636     |
 OC2563| OC2564 BEAVER AZ MK A PT                   229.377 METERS 18131     |
 OC2563| OC2566 BEAVER AZ MK                        245.333 METERS 18501     |
 OC2563| OC2372 POWDER                              APPROX. 4.2 KM 2054713.2 |
 OC2563| OC2565 BEAVER RM 2                          15.192 METERS 24153     |
 OC2563|---------------------------------------------------------------------|
 OC2563
 OC2563                          SUPERSEDED SURVEY CONTROL
 OC2563
 OC2563  NAD 83(1992)-  43 16 05.07930(N)    070 46 43.92780(W) AD(       ) 2
 OC2563  NAD 83(1986)-  43 16 05.08379(N)    070 46 43.93448(W) AD(       ) 2
 OC2563  NAD 27      -  43 16 04.77656(N)    070 46 45.72842(W) AD(       ) 2
 OC2563  NGVD 29 (07/19/86)   45.2    (m)          148.     (f) VERT ANG       
 OC2563
 OC2563.Superseded values are not recommended for survey control.
 OC2563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2563.See file dsdata.txt to determine how the superseded data were derived.
 OC2563
 OC2563_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH5563892121(NAD 83)
 OC2563_MARKER: DS = TRIANGULATION STATION DISK
 OC2563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC2563_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC2563
 OC2563  HISTORY     - Date     Condition        Report By
 OC2563  HISTORY     - 1976     MONUMENTED       NGS
 OC2563
 OC2563                          STATION DESCRIPTION
 OC2563
 OC2563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2563'THE STATION IS LOCATED IN THE EASTERN PART OF THE
 OC2563'TOWN OF BERWICK, 4.5 MILES EAST OF BERWICK, 3 MILES
 OC2563'NORTHEAST OF SOUTH BERWICK, AND 3.5 MILES SOUTHWEST
 OC2563'OF THE NORTH BERWICK, AND ON THE SOUTH SIDE OF THE
 OC2563'OLD ROUTE 4 ROAD.
 OC2563'
 OC2563'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 9
 OC2563'AND 4 JUST SOUTH OF NORTH BERWICK, GO SOUTHERLY ON STATE
 OC2563'ROUTE 4 FOR 0.40 MILE TO A RAILROAD CROSSING, CONTINUE
 OC2563'SOUTHERLY ON ROUTE 4 FOR 1.9 MILE S TO THE BERWICK-NORTH
 OC2563'BERWICK TOWN LINE, CONTINUE SOUTHERLY ON ROUTE 4 FOR 0.65
 OC2563'MILE TO THE JUNCTION OF THE OLD ROUTE 4 ROAD, HERE TURN RIGHT
 OC2563'AND PROCEED 200 FEET TO A T-INTERSECTION, TURN LEFT AND
 OC2563'GO SOUTHERLY OVER A RAILROAD OVERPASS FOR 0.20 MILE
 OC2563'TO THE STATION ON THE LEFT.
 OC2563'
 OC2563'THE STATION MARK IS A STANDARD DISK STAMPED--BEAVER 1976--
 OC2563'SET IN THE TOP OF A 12-INCH CYLINRIDRICAL CONCRETE POST WHICH
 OC2563'PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 20
 OC2563'FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF THE ROAD, 5.9 FEET
 OC2563'EAST-SOUTHEAST OF A POLE NUMBERED CMP 117-103 NET AND T, 16.5
 OC2563'FEET NORTHWEST OF A 12-INCH CHERRY, 5.5 FEET NORTH-NORTHWEST
 OC2563'OF A METAL WITNESS POST.  THE UNDERGROUND MARK IS A STANDARD
 OC2563'DISK SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 48 INCHES
 OC2563'BELOW THE SURFACE OF THE GROUND.
 OC2563'
 OC2563'REFERENCE MARK 1 IS A STANDARD DISK STAMPED--BEAVER NO 1 1976--,
 OC2563'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST WHICH
 OC2563'PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 23.5
 OC2563'FEET NORTH OF THE CENTERLINE OF THE ROAD, 65.5 FEET EAST OF
 OC2563'A POLE NUMBERED CMP 117-103 NET AND T, 29.9 FEET SOUTH-SOUTHEAST
 OC2563'OF A 28-INCH MAPLE WHICH IS THE FOURTH FROM NORTH IN A LINE
 OC2563'OF MAPLE, AND 2.8 FEET SOUTH OF A METAL WITNESS POST.
 OC2563'
 OC2563'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---BEAVER NO 2
 OC2563'1976--, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OC2563'POST WHICH PROJECTS 5 INCHES ABOVE THE SURFACE OF THE GROUND.
 OC2563'IT IS 18.0 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF THE
 OC2563'ROAD, 40.9 FEET SOUTH OF A POLE NUMBERED CMP 117-103
 OC2563'NET AND T, 59.0 FEET EAST OF A 12-INCH CHERRY, AND 4.8
 OC2563'FEET NORTH OF A METAL WITNESS POST.
 OC2563'
 OC2563'THE AZIMUTH MARK IS A STANDARD DISK STAMPED--BEAVER AZ 1976--,
 OC2563'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST WHICH
 OC2563'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 29 FEET
 OC2563'SOUTH-SOUTHEAST OF THE CENTERLINE OF STATE ROUTE 4, 20.5 FEET
 OC2563'NORTH-NORTHWEST OF A POWER POLE NUMBERED SEC 118-45, 5.6
 OC2563'FEET NORTH-NORTHWEST OF A METAL WITNESS POST.
 OC2563'
 OC2563'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE ROUTE 4
 OC2563'AND THE OLD ROUTE 4 ROAD, GO SOUTHERLY ON STATE ROUTE 4
 OC2563'FOR 0.30 MILE TO THE AZIMUTH MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0606 ***********************************************************************
 PD0606  DESIGNATION -  BEC
 PD0606  PID         -  PD0606
 PD0606  STATE/COUNTY-  ME/WASHINGTON
 PD0606  USGS QUAD   -  LUBEC (1977)
 PD0606
 PD0606                         *CURRENT SURVEY CONTROL
 PD0606  ___________________________________________________________________
 PD0606* NAD 83(1996)-  44 51 41.40055(N)    066 59 26.96362(W)     ADJUSTED  
 PD0606* NAVD 88     -                                                        
 PD0606  ___________________________________________________________________
 PD0606  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 PD0606  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 PD0606
 PD0606  HORZ ORDER  -  THIRD
 PD0606
 PD0606.The horizontal coordinates were established by classical geodetic methods
 PD0606.and adjusted by the National Geodetic Survey in March 1998..
 PD0606
 PD0606
 PD0606.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0606
 PD0606.The geoid height was determined by GEOID03.
 PD0606
 PD0606;                    North         East     Units Scale Factor Converg.
 PD0606;SPC ME E     -   133,861.657   419,268.298   MT  1.00007487   +1 03 52.9
 PD0606;UTM  19      - 4,969,528.646   658,735.103   MT  0.99990984   +1 25 03.2
 PD0606
 PD0606                          SUPERSEDED SURVEY CONTROL
 PD0606
 PD0606  NAD 83(1992)-  44 51 41.39027(N)    066 59 26.96582(W) AD(       ) 3
 PD0606  NAD 83(1986)-  44 51 41.38855(N)    066 59 26.96120(W) AD(       ) 3
 PD0606  NGVD 29 (09/20/87)    5.3    (m)           17.     (f) VERT ANG       
 PD0606
 PD0606.Superseded values are not recommended for survey control.
 PD0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0606.See file dsdata.txt to determine how the superseded data were derived.
 PD0606
 PD0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5873569529(NAD 83)
 PD0606_MARKER: DD = SURVEY DISK
 PD0606_SETTING: 66 = SET IN ROCK OUTCROP
 PD0606_SP_SET: SET IN A ROCK LEDGE
 PD0606_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0606_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0606+STABILITY: POSITION/ELEVATION WELL
 PD0606
 PD0606  HISTORY     - Date     Condition        Report By
 PD0606  HISTORY     - 1986     MONUMENTED       NGS
 PD0606
 PD0606                          STATION DESCRIPTION
 PD0606
 PD0606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (WVH)
 PD0606'THE STATION IS LOCATED IN THE NORTHWEST CORNER OF LUBEC, ME.
 PD0606'ABOUT HALFWAY UP THE EMBANKMENT WHICH FORMS THE SHORELINE WEST OF
 PD0606'THE BOOTH FISHERIES COMPANY AND DIRECTLY NORTH OF THE PARKING LOT
 PD0606'AT THE END OF THE ROAD TO THE FISHERIES COMPANY.
 PD0606'
 PD0606'THE STATION WAS REACHED BY BOAT.  A LANDING WAS MADE NEAR THE SOUTH
 PD0606'WEST CORNER OF THE BOOTH FISHERIES COMPANY.
 PD0606'
 PD0606'THE STATION IS A STANDARD NGS DISK
 PD0606'STAMPED---8519221---,
 PD0606'SET INTO A DRILL HOLE IN BEDROCK.
 PD0606'1.53 METERS (5.02 FT) EAST FROM THE OUTER BEDROCK FACE
 PD0606'0.4 METERS (1.3 FT) FROM THE GRASS LINE
 PD0606'2.3 METERS (7.55 FT) ABOVE THE HIGH WATER LINE
 PD0606'
 PD0606'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 PD0606'
 PD0606'DESCRIBED BY JGF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1079 ***********************************************************************
 PD1079  DESIGNATION -  BEE
 PD1079  PID         -  PD1079
 PD1079  STATE/COUNTY-  ME/HANCOCK
 PD1079  USGS QUAD   -  PETIT MANAN POINT (1977)
 PD1079
 PD1079                         *CURRENT SURVEY CONTROL
 PD1079  ___________________________________________________________________
 PD1079* NAD 83(1996)-  44 23 27.13128(N)    067 58 02.77526(W)     ADJUSTED  
 PD1079* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 PD1079  ___________________________________________________________________
 PD1079  LAPLACE CORR-           3.50  (seconds)                    DEFLEC99
 PD1079  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 PD1079
 PD1079  HORZ ORDER  -  THIRD
 PD1079
 PD1079.The horizontal coordinates were established by classical geodetic methods
 PD1079.and adjusted by the National Geodetic Survey in March 1998..
 PD1079
 PD1079.The orthometric height was scaled from a topographic map.
 PD1079
 PD1079.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1079
 PD1079.The geoid height was determined by GEOID03.
 PD1079
 PD1079;                    North         East     Units Scale Factor Converg.
 PD1079;SPC ME E     -    80,598.140   342,429.155   MT  0.99992213   +0 22 21.2
 PD1079;UTM  19      - 4,915,805.805   582,239.460   MT  0.99968317   +0 43 20.5
 PD1079
 PD1079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD1079!SPC ME E     -   1.00000327  x   0.99992213  =   0.99992540
 PD1079!UTM  19      -   1.00000327  x   0.99968317  =   0.99968644
 PD1079
 PD1079                          SUPERSEDED SURVEY CONTROL
 PD1079
 PD1079  NAD 83(1992)-  44 23 27.12790(N)    067 58 02.77985(W) AD(       ) 4
 PD1079  NAD 83(1986)-  44 23 27.12517(N)    067 58 02.78471(W) AD(       ) 4
 PD1079  NAD 27      -  44 23 26.82000(N)    067 58 04.78000(W) AD(       ) 3
 PD1079
 PD1079.Superseded values are not recommended for survey control.
 PD1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1079.See file dsdata.txt to determine how the superseded data were derived.
 PD1079
 PD1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK8223915806(NAD 83)
 PD1079
 PD1079  HISTORY     - Date     Condition        Report By
 PD1079  HISTORY     - 1861     MONUMENTED       CGS
 PD1079  HISTORY     - 1933     SEE DESCRIPTION  MEGS
 PD1079  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PD1079
 PD1079                          STATION DESCRIPTION
 PD1079
 PD1079'DESCRIBED BY COAST AND GEODETIC SURVEY 1861 (FPW)
 PD1079'ON THE HIGHEST PART OF WESTERN ISLAND WHICH LIES IN THE SW PART
 PD1079'OF THE MOUTH OF GOLDSBORO BAY AND ABOUT 1/2 MILES S OF INDIAN
 PD1079'HARBOR.
 PD1079'
 PD1079'THE STATION WAS MARKED BY A NAIL IN THE TOP OF A STUB DRIVEN IN
 PD1079'THE GROUND.  FOUR OTHER STUBS SIMILARLY MARKED WERE PLACED ABOUT
 PD1079'THIS IN THE FORM OF A SQUARE WHOSE DIAGONALS INTERSECT AT THE
 PD1079'STATION.
 PD1079
 PD1079                          STATION RECOVERY (1933)
 PD1079
 PD1079'RECOVERY NOTE BY MAINE GEODETIC SURVEY 1933
 PD1079'THE STATION WAS ON WESTERN ISLAND, WHICH IS A SMALL AND RUGGED
 PD1079'ISLAND OFF THE ENTRANCE TO COREA HARBOR (FORMERLY CALLED INDIAN
 PD1079'HARBOR).  THERE IS A FAIRLY GOOD PLACE TO LAND ON THE EASTERN
 PD1079'SIDE.  THE ISLAND IS COVERED WITH PATCHES OF SMALL SPRUCES AND
 PD1079'FIRS, WITH NUMEROUS OPEN SPACES AND BARE LEDGES.  THE HIGHEST
 PD1079'POINT ON THE ISLAND IS A SMALL KNOLL, COVERED WITH MOSS,
 PD1079'CRANBERRY VINES, ROTTED STUMPS, ETC.
 PD1079'
 PD1079'I FOUND NO TRACE OF THE FIVE STUBS MENTIONED IN THE ORIGINAL
 PD1079'DESCRIPTION AND IT SEEMS VERY UNLIKELY THAT ANY OF THEM CAN STILL
 PD1079'EXIST, IN VIEW OF THE EXPOSED LOCATION AND THE DAMPNESS OF THE
 PD1079'SOIL.
 PD1079
 PD1079                          STATION RECOVERY (1934)
 PD1079
 PD1079'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PD1079'THE STATION IS LOST.
 PD1079'
 PD1079'THE STAKES WHICH MARKED THE OLD STATION WERE GONE AND THERE IS
 PD1079'EVIDENCE THAT STORMS AND FROST EROSION HAVE CAUSED THE GROUND AT
 PD1079'THE STATION TO BE MOVED THUS DESTROYING THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0743 ***********************************************************************
 RF0743  DESIGNATION -  BEECH
 RF0743  PID         -  RF0743
 RF0743  STATE/COUNTY-  ME/AROOSTOOK
 RF0743  USGS QUAD   -  FARRAR POND (1985)
 RF0743
 RF0743                         *CURRENT SURVEY CONTROL
 RF0743  ___________________________________________________________________
 RF0743* NAD 83(1996)-  46 42 33.20805(N)    068 52 41.68943(W)     ADJUSTED  
 RF0743* NAVD 88     -       418.3    (meters)    1372.     (feet)  VERTCON   
 RF0743  ___________________________________________________________________
 RF0743  LAPLACE CORR-           4.26  (seconds)                    DEFLEC99
 RF0743  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 RF0743
 RF0743  HORZ ORDER  -  SECOND
 RF0743
 RF0743.The horizontal coordinates were established by classical geodetic methods
 RF0743.and adjusted by the National Geodetic Survey in March 1998..
 RF0743
 RF0743.The NAVD 88 height was computed by applying the VERTCON shift value to
 RF0743.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RF0743
 RF0743.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0743
 RF0743.The geoid height was determined by GEOID03.
 RF0743
 RF0743;                    North         East     Units Scale Factor Converg.
 RF0743;SPC ME E     -   338,171.704   271,079.247   MT  0.99991028   -0 16 31.2
 RF0743;UTM  19      - 5,172,859.300   509,306.434   MT  0.99960106   +0 05 19.0
 RF0743
 RF0743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0743!SPC ME E     -   0.99993825  x   0.99991028  =   0.99984854
 RF0743!UTM  19      -   0.99993825  x   0.99960106  =   0.99953934
 RF0743
 RF0743|---------------------------------------------------------------------|
 RF0743| PID    Reference Object                     Distance      Geod. Az  |
 RF0743|                                                           dddmmss.s |
 RF0743| DA4742 BEECH RM 1                           17.382 METERS 00910     |
 RF0743| RF0735 CARR POND                           APPROX.14.1 KM 0695139.8 |
 RF0743| DA4743 BEECH RM 2                            9.166 METERS 23009     |
 RF0743|---------------------------------------------------------------------|
 RF0743
 RF0743                          SUPERSEDED SURVEY CONTROL
 RF0743
 RF0743  NAD 83(1992)-  46 42 33.20293(N)    068 52 41.68128(W) AD(       ) 2
 RF0743  NAD 83(1986)-  46 42 33.20805(N)    068 52 41.68618(W) AD(       ) 2
 RF0743  NAD 27      -  46 42 33.06200(N)    068 52 43.49930(W) AD(       ) 2
 RF0743  NGVD 29 (07/19/86)  418.5    (m)         1373.     (f) VERT ANG       
 RF0743
 RF0743.Superseded values are not recommended for survey control.
 RF0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0743.See file dsdata.txt to determine how the superseded data were derived.
 RF0743
 RF0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM0930672859(NAD 83)
 RF0743_MARKER: Z = SEE DESCRIPTION
 RF0743_SETTING: 0 = UNSPECIFIED SETTING
 RF0743
 RF0743  HISTORY     - Date     Condition        Report By
 RF0743  HISTORY     - 1960     MONUMENTED       CGS
 RF0743  HISTORY     - 1962     SEE DESCRIPTION  CGS
 RF0743
 RF0743                          STATION DESCRIPTION
 RF0743
 RF0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HRL)
 RF0743'STATION IS LOCATED ON THE SUMMIT OF A LOW TIMBERED RIDGE, IN A
 RF0743'SMALL CLEARING, ABOUT 18 MILES WEST-SOUTHWEST OF PORTAGE, 24
 RF0743'MILES WEST-NORTHWEST OF ASHLAND AND NEAR THE CENTER OF TOWNSHIP
 RF0743'12 N., RANGE 9 W..  IT IS ON LAND WHICH IS LEASED BY THE GREAT
 RF0743'NORTHERN PAPER COMPANY.
 RF0743'
 RF0743'STATION IS REACHED FROM THE MAIN CAUTION LIGHT AT THE NORTH
 RF0743'EDGE OF ASHLAND.  GO WEST ON STATE HIGHWAY 11, CROSSING A CONCRETE
 RF0743'BRIDGE WHICH SPANS THE AROOSTOOK RIVER, FOR ABOUT 0.7 MILE TO A
 RF0743'T-INTERSECTION.  TURN LEFT AND GO SOUTH ON A MACADAM ROAD FOR
 RF0743'0.55 MILE TO A POINT WHERE THE MACADAM ROAD MAKES A LEFT
 RF0743'TURN.  CONTINUE SOUTH AND WEST ON A GRAVELED ROAD FOR 15.3 MILES
 RF0743'TO A FORK.  TAKE THE RIGHT HAND ROAD AND CONTINUE FOR 3.34
 RF0743'MILES TO AN 8-INCH TRIANGULAR BLAZED PINE TREE ON THE LEFT HAND
 RF0743'SIDE OF THE ROAD.  CONTINUE STRAIGHT AHEAD ON THE GRAVELED ROAD
 RF0743'FOR ABOUT 125 FEET TO A BLAZED TRAIL ON THE LEFT.  (THIS
 RF0743'POINT IS ABOUT 25 FEET EAST OF ANOTHER TRIANGULAR BLAZED
 RF0743'PINE TREE) TURN LEFT AND PACK WESTERLY, UPHILL, ON THE BLAZED
 RF0743'TRAIL FOR ABOUT 10 MINUTES TO A FORK.  BEAR LEFT AND
 RF0743'CONTINUE ON THE BLAZED TRAIL FOR ABOUT 15 MINUTES TO THE SUMMIT
 RF0743'OF THE RIDGE, A SMALL CLEARING AND STATION.
 RF0743'
 RF0743'ALL MARKS ARE STANDARD DISKS, BRAZED TO THE TOP OF 2-INCH CAST
 RF0743'IRON PIPE WHICH PROJECT ABOUT 8 INCHES.
 RF0743'
 RF0743'STATION MARK DISK IS STAMPED BEECH 1960.  IT IS 24.4 FEET NORTH
 RF0743'OF A 3-INCH TRIANGULAR BLAZED PINE TREE, 57.6 FEET SOUTH OF A
 RF0743'6-INCH PINE TREE THAT HAS A METAL WITNESS SIGN ATTACHED AND
 RF0743'61.6 FEET SOUTH-SOUTHWEST OF A 7-INCH TRIANGULAR BLAZED PINE TREE.
 RF0743'
 RF0743'REFERENCE MARK DISK NUMBER 1 IS STAMPED BEECH NO 1 1960.  IT IS
 RF0743'11.0 FEET EAST OF THE PINE TREE THAT HAS THE METAL SIGN ATTACHED,
 RF0743'16.7 FEET WEST OF THE 7-INCH PINE TREE AND 81 FEET NORTH-NORTHEAST
 RF0743'OF THE 3-INCH PINE TREE.
 RF0743'
 RF0743'REFERENCE MARK DISK NUMBER 2 IS STAMPED BEECH NO 2.  IT IS 24
 RF0743'FEET WEST OF THE 3-INCH PINE TREE, 76.6 FEET SOUTH-SOUTHWEST OF
 RF0743'THE PINE TREE THAT HAS THE METAL SIGN ATTACHED AND 86.6 FEET
 RF0743'NORTH OF THE 7-INCH PINE TREE.
 RF0743'
 RF0743'DISTANCE FROM REFERENCE MARK NUMBER 1 TO REFERENCE MARK NUMBER
 RF0743'2 IS 82 FEET.
 RF0743'
 RF0743'A POWER-WAGON TRUCK CAN BE DRIVEN TO THE STATION IN DRY WEATHER.
 RF0743'
 RF0743'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 RF0743
 RF0743                          STATION RECOVERY (1962)
 RF0743
 RF0743'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JDB)
 RF0743'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 RF0743'CONDITION.  THE STATION IS LOCATED ON LAND OWNED BY THE GREAT
 RF0743'NORTHERN PAPER CO.
 RF0743'
 RF0743'REFERENCE MARK NO. 1 IS NORTH OF THE STATION MARK AND REFERENCE
 RF0743'MARK NO. 2 IS SOUTHWEST OF THE STATION.
 RF0743'
 RF0743'THE ORIGINAL TO-REACH IS NOT ADEQUATE, AND A NEW TO-REACH FOLLOWS.
 RF0743'
 RF0743'TO REACH THE STATION FROM THE WEST APPROACH OF A BRIDGE OVER
 RF0743'THE AROOSTOOK RIVER IN THE WESTERN SECTION OF ASHLAND, GO
 RF0743'SOUTHWEST ON A SURFACED ROAD FOR 0.55 MILE TO A FORK.  TAKE
 RF0743'THE RIGHT FORK, LEAVING THE SURFACED ROAD, AND GO 15.3 MILES
 RF0743'TO A FORK.  TAKE THE RIGHT ROAD, WESTERLY, AND GO 3.7 MILES
 RF0743'TO A MAINE STATE FOREST RANGER STATION ON MACHIAS LAKE.
 RF0743'CONTINUE STRAIGHT AHEAD FOR 1.9 MILES TO A FORK.  TAKE THE RIGHT
 RF0743'ROAD, NORTHWESTERLY, AND GO 3.3 MILES TO A BLAZED PINE TREE
 RF0743'ON THE LEFT AND AN ABANDONED ROAD AND THE END OF TRUCK TRAVEL.
 RF0743'FROM HERE PACK SOUTHERLY UP A GRADE FOR 10 MINUTES TO THE
 RF0743'SUMMIT AND A FORK.  TAKE THE LEFT FORK AND FOLLOW A WINDING
 RF0743'TRAIL FOR 15 MINUTES TO A CLEARING AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0492 ***********************************************************************
 OB0492  DESIGNATION -  BEEF
 OB0492  PID         -  OB0492
 OB0492  STATE/COUNTY-  ME/CUMBERLAND
 OB0492  USGS QUAD   -  BAILEY ISLAND (1990)
 OB0492
 OB0492                         *CURRENT SURVEY CONTROL
 OB0492  ___________________________________________________________________
 OB0492* NAD 83(1996)-  43 42 27.05720(N)    069 53 27.52767(W)     ADJUSTED  
 OB0492* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 OB0492  ___________________________________________________________________
 OB0492  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 OB0492  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 OB0492
 OB0492  HORZ ORDER  -  THIRD
 OB0492
 OB0492.The horizontal coordinates were established by classical geodetic methods
 OB0492.and adjusted by the National Geodetic Survey in March 1998..
 OB0492
 OB0492.The orthometric height was scaled from a topographic map.
 OB0492
 OB0492.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0492
 OB0492.The geoid height was determined by GEOID03.
 OB0492
 OB0492;                    North         East     Units Scale Factor Converg.
 OB0492;SPC ME W     -    97,153.640   922,219.383   MT  0.99997274   +0 11 25.8
 OB0492;UTM  19      - 4,839,773.785   428,216.361   MT  0.99966338   -0 36 56.4
 OB0492
 OB0492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0492!SPC ME W     -   1.00000392  x   0.99997274  =   0.99997666
 OB0492!UTM  19      -   1.00000392  x   0.99966338  =   0.99966730
 OB0492
 OB0492:                Primary Azimuth Mark                     Grid Az
 OB0492:SPC ME W     -  CAPE SMALL NORTH WATER TOWER             066 35 34.3
 OB0492:UTM  19      -  CAPE SMALL NORTH WATER TOWER             067 23 56.5
 OB0492
 OB0492|---------------------------------------------------------------------|
 OB0492| PID    Reference Object                     Distance      Geod. Az  |
 OB0492|                                                           dddmmss.s |
 OB0492| OB0475 CAPE SMALL NORTH WATER TOWER        APPROX. 4.6 KM 0664700.1 |
 OB0492| OB0476 CAPE SMALL SOUTH WATER TOWER        APPROX. 4.6 KM 0670339.6 |
 OB0492| CE7227 BEEF RM 2                            14.705 METERS 07754     |
 OB0492| CE7226 BEEF RM 1                             9.892 METERS 16810     |
 OB0492| OC1529 HALFWAY ROCK LIGHTHOUSE 1904        APPROX.13.1 KM 2440554.2 |
 OB0492| OC1527 MARK IS STONE BEACON                APPROX.11.3 KM 2705639.1 |
 OB0492| OB0484 BAILEY ISLAND WINDMILL              APPROX. 8.7 KM 2871720.1 |
 OB0492|---------------------------------------------------------------------|
 OB0492
 OB0492                          SUPERSEDED SURVEY CONTROL
 OB0492
 OB0492  NAD 83(1992)-  43 42 27.05467(N)    069 53 27.52715(W) AD(       ) 3
 OB0492  NAD 83(1986)-  43 42 27.06048(N)    069 53 27.53268(W) AD(       ) 3
 OB0492  NAD 27      -  43 42 26.75300(N)    069 53 29.36800(W) AD(       ) 3
 OB0492
 OB0492.Superseded values are not recommended for survey control.
 OB0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0492.See file dsdata.txt to determine how the superseded data were derived.
 OB0492
 OB0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ2821639774(NAD 83)
 OB0492
 OB0492  HISTORY     - Date     Condition        Report By
 OB0492  HISTORY     - 1933     MONUMENTED       CGS
 OB0492  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0492
 OB0492                          STATION DESCRIPTION
 OB0492
 OB0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OB0492'THIS STATION IS ON EAST BROWN COW ISLAND, A SMALL ROCK ISLAND
 OB0492'1-1/2 MILES W FROM BALD HEAD, 2 MILES SE FROM SE END OF RAGGED
 OB0492'ISLAND.  STATION IS IN APPROXIMATE CENTER OF ISLAND NEAR THE
 OB0492'TWO SMALL CONNECTED PONDS OF WATER, AND 5 METERS E OF THE
 OB0492'SOUTHERN POND, ON HIGHEST POINT OF SMALL ROCK KNOLL.
 OB0492'
 OB0492'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 OB0492'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 OB0492'
 OB0492'REFERENCE MARK NO. 1 IS SE FROM STATION ON HIGHEST POINT BEFORE
 OB0492'BREAKING SHARPLY TO SE.
 OB0492'
 OB0492'REFERENCE MARK NO. 2 IS NE FROM STATION MARK ON HIGHEST PART OF
 OB0492'THE NEXT STRATA OF ROCK WHICH LIES JUST NE OF STATION.
 OB0492
 OB0492                          STATION RECOVERY (1942)
 OB0492
 OB0492'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OB0492'RECOVERED AS DESCRIBED WITH THE FOLLOWING EXCEPTION--
 OB0492'
 OB0492'STATION IS CLOSER TO THE S AND E SIDES OF THE IRREGULAR HIGH
 OB0492'WATER LINE OF THE ISLAND.  IT IS NOT ON THE HIGHEST PART OF THE
 OB0492'ISLAND.  THE HIGHER PORTION (SLIGHTLY HIGHER ONLY) LIES TO THE
 OB0492'NW ABOUT 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1865 ***********************************************************************
 PE1865  DESIGNATION -  BEEN 1944
 PE1865  PID         -  PE1865
 PE1865  STATE/COUNTY-  ME/HANCOCK
 PE1865  USGS QUAD   -  SWANS ISLAND (1983)
 PE1865
 PE1865                         *CURRENT SURVEY CONTROL
 PE1865  ___________________________________________________________________
 PE1865* NAD 83(1996)-  44 11 26.76413(N)    068 25 30.41446(W)     ADJUSTED  
 PE1865* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 PE1865  ___________________________________________________________________
 PE1865  LAPLACE CORR-           4.63  (seconds)                    DEFLEC99
 PE1865  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 PE1865
 PE1865  HORZ ORDER  -  THIRD
 PE1865
 PE1865.The horizontal coordinates were established by classical geodetic methods
 PE1865.and adjusted by the National Geodetic Survey in March 1998..
 PE1865
 PE1865.The orthometric height was scaled from a topographic map.
 PE1865
 PE1865.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1865
 PE1865.The geoid height was determined by GEOID03.
 PE1865
 PE1865;                    North         East     Units Scale Factor Converg.
 PE1865;SPC ME E     -    58,230.228   305,986.354   MT  0.99990044   +0 03 07.9
 PE1865;UTM  19      - 4,893,222.021   545,942.969   MT  0.99962596   +0 24 02.6
 PE1865
 PE1865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1865!SPC ME E     -   1.00000292  x   0.99990044  =   0.99990336
 PE1865!UTM  19      -   1.00000292  x   0.99962596  =   0.99962888
 PE1865
 PE1865:                Primary Azimuth Mark                     Grid Az
 PE1865:SPC ME E     -  BASS HARBOR HEAD LIGHTHOUSE              063 38 17.4
 PE1865:UTM  19      -  BASS HARBOR HEAD LIGHTHOUSE              063 17 22.7
 PE1865
 PE1865|---------------------------------------------------------------------|
 PE1865| PID    Reference Object                     Distance      Geod. Az  |
 PE1865|                                                           dddmmss.s |
 PE1865| PE1835 BASS HARBOR HEAD LIGHTHOUSE         APPROX. 7.8 KM 0634125.3 |
 PE1865| PE1862 BOWES                               APPROX. 2.6 KM 2980120.6 |
 PE1865| PE1849 SHIP AND BARGE BEACON               APPROX. 3.9 KM 3525534.1 |
 PE1865|---------------------------------------------------------------------|
 PE1865
 PE1865                          SUPERSEDED SURVEY CONTROL
 PE1865
 PE1865  NAD 83(1992)-  44 11 26.77249(N)    068 25 30.40249(W) AD(       ) 3
 PE1865  NAD 83(1986)-  44 11 26.77343(N)    068 25 30.40763(W) AD(       ) 3
 PE1865  NAD 27      -  44 11 26.48000(N)    068 25 32.32200(W) AD(       ) 3
 PE1865
 PE1865.Superseded values are not recommended for survey control.
 PE1865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1865.See file dsdata.txt to determine how the superseded data were derived.
 PE1865
 PE1865_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ4594393222(NAD 83)
 PE1865
 PE1865  HISTORY     - Date     Condition        Report By
 PE1865  HISTORY     - 1944     MONUMENTED       CGS
 PE1865  HISTORY     - 1956     SEE DESCRIPTION  CGS
 PE1865
 PE1865                          STATION DESCRIPTION
 PE1865
 PE1865'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1865'STATION IS LOCATED ON THE EXTREME TIP OF NORTH POINT WHICH IS
 PE1865'LOCATED ON THE NORTHERN SIDE OF SWAN ISLAND, 12 METERS NORTHWEST
 PE1865'OF TREE LINE AND 4 METERS BACK OF M.H.W.L.  STANDARD TOPOGRAPHIC
 PE1865'DISC STAMPED BEEN 1944.
 PE1865'
 PE1865'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK 2 FEET.
 PE1865
 PE1865                          STATION RECOVERY (1956)
 PE1865
 PE1865'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 PE1865'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 PE1865'DESCRIPTION IS ADEQUATE AND COMPLETE WITH THE FOLLOWING ADDITION--
 PE1865'
 PE1865'THE STATION IS MARKED BY A TOPOGRAPHIC DISK, STAMPED BEEN 1944.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0758 ***********************************************************************
 RF0758  DESIGNATION -  BEETLE MOUNTAIN LOH 1955
 RF0758  PID         -  RF0758
 RF0758  STATE/COUNTY-  ME/PISCATAQUIS
 RF0758  USGS QUAD   -  BEETLE MOUNTAIN (1989)
 RF0758
 RF0758                         *CURRENT SURVEY CONTROL
 RF0758  ___________________________________________________________________
 RF0758* NAD 83(1996)-  46 17 17.95714(N)    069 01 36.70436(W)     ADJUSTED  
 RF0758* NAVD 88     -       516.     (meters)    1693.     (feet)  SCALED    
 RF0758  ___________________________________________________________________
 RF0758  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 RF0758  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 RF0758
 RF0758  HORZ ORDER  -  THIRD
 RF0758
 RF0758.The horizontal coordinates were established by classical geodetic methods
 RF0758.and adjusted by the National Geodetic Survey in March 1998..
 RF0758
 RF0758.The orthometric height was scaled from a topographic map.
 RF0758
 RF0758.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0758
 RF0758.The geoid height was determined by GEOID03.
 RF0758
 RF0758;                    North         East     Units Scale Factor Converg.
 RF0758;SPC ME E     -   291,453.787   259,404.093   MT  0.99992025   -0 22 51.0
 RF0758;UTM  19      - 5,126,083.142   497,930.818   MT  0.99960005   -0 01 09.9
 RF0758
 RF0758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0758!SPC ME E     -   0.99992296  x   0.99992025  =   0.99984321
 RF0758!UTM  19      -   0.99992296  x   0.99960005  =   0.99952304
 RF0758
 RF0758                          SUPERSEDED SURVEY CONTROL
 RF0758
 RF0758  NAD 83(1992)-  46 17 17.95455(N)    069 01 36.69610(W) AD(       ) 4
 RF0758  NAD 83(1986)-  46 17 17.95917(N)    069 01 36.70649(W) AD(       ) 4
 RF0758  NAD 27      -  46 17 17.80900(N)    069 01 38.53100(W) AD(       ) 3
 RF0758
 RF0758.Superseded values are not recommended for survey control.
 RF0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0758.See file dsdata.txt to determine how the superseded data were derived.
 RF0758
 RF0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM9793126083(NAD 83)
 RF0758
 RF0758  HISTORY     - Date     Condition        Report By
 RF0758  HISTORY     - 1955     MONUMENTED       CGS
 RF0758
 RF0758                          STATION DESCRIPTION
 RF0758
 RF0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 RF0758'THE STATION IS LOCATED ABOUT 34 MILES AIRLINE NORTHWEST OF PATTEN,
 RF0758'3 MILES WEST OF THE WEST END OF LITTLE MILLINOCKET LAKE AND
 RF0758'ABOUT 2-1/2 MILES SOUTHEAST OF THE SOUTHEAST EDGE OF CHANDLER
 RF0758'POND ON THE HIGHEST PART OF BEETLE MOUNTAIN.
 RF0758'
 RF0758'THE HOUSE IS A MAINE FOREST SERVICE LOOKOUT HOUSE OF ONE STORY
 RF0758'AND IS ABOUT 8 FEET SQUARE AND 10 FEET HIGH, PAINTED WHITE.  IT
 RF0758'IS 32.480 FEET, 9.900 METERS SOUTH SOUTHEAST OF TRIANGULATION
 RF0758'STATION BEETLE MTN.  THE CENTER OF THE TOWER WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0757 ***********************************************************************
 RF0757  DESIGNATION -  BEETLE MTN
 RF0757  PID         -  RF0757
 RF0757  STATE/COUNTY-  ME/PISCATAQUIS
 RF0757  USGS QUAD   -  BEETLE MOUNTAIN (1989)
 RF0757
 RF0757                         *CURRENT SURVEY CONTROL
 RF0757  ___________________________________________________________________
 RF0757* NAD 83(1996)-  46 17 18.27445(N)    069 01 36.77068(W)     ADJUSTED  
 RF0757* NAVD 88     -       516.2    (meters)    1694.     (feet)  VERTCON   
 RF0757  ___________________________________________________________________
 RF0757  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 RF0757  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 RF0757
 RF0757  HORZ ORDER  -  FIRST
 RF0757
 RF0757.The horizontal coordinates were established by classical geodetic methods
 RF0757.and adjusted by the National Geodetic Survey in March 1998..
 RF0757
 RF0757.The NAVD 88 height was computed by applying the VERTCON shift value to
 RF0757.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RF0757
 RF0757.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0757
 RF0757.The geoid height was determined by GEOID03.
 RF0757
 RF0757;                    North         East     Units Scale Factor Converg.
 RF0757;SPC ME E     -   291,463.593   259,402.739   MT  0.99992025   -0 22 51.1
 RF0757;UTM  19      - 5,126,092.936   497,929.403   MT  0.99960005   -0 01 09.9
 RF0757
 RF0757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0757!SPC ME E     -   0.99992289  x   0.99992025  =   0.99984315
 RF0757!UTM  19      -   0.99992289  x   0.99960005  =   0.99952298
 RF0757
 RF0757:                Primary Azimuth Mark                     Grid Az
 RF0757:SPC ME E     -  NORWAY BLUFF                             026 13 21.7
 RF0757:UTM  19      -  NORWAY BLUFF                             025 51 40.5
 RF0757
 RF0757|---------------------------------------------------------------------|
 RF0757| PID    Reference Object                     Distance      Geod. Az  |
 RF0757|                                                           dddmmss.s |
 RF0757| RF0730 NORWAY BLUFF                        APPROX.15.4 KM 0255030.6 |
 RF0757| RF0759 MCNAIR BEETLE USGS                    7.160 METERS 15654     |
 RF0757| RF0758 BEETLE MOUNTAIN LOH 1955              9.900 METERS 17145     |
 RF0757| DA4744 BEETLE MTN RM 1                       8.525 METERS 18150     |
 RF0757| DA4745 BEETLE MTN RM 2                      10.900 METERS 28009     |
 RF0757|---------------------------------------------------------------------|
 RF0757
 RF0757                          SUPERSEDED SURVEY CONTROL
 RF0757
 RF0757  NAD 83(1992)-  46 17 18.27186(N)    069 01 36.76242(W) AD(       ) 1
 RF0757  NAD 83(1986)-  46 17 18.27648(N)    069 01 36.77281(W) AD(       ) 1
 RF0757  NAD 27      -  46 17 18.12600(N)    069 01 38.59700(W) AD(       ) 1
 RF0757  NGVD 29 (07/19/86)  516.4    (m)         1694.     (f) VERT ANG       
 RF0757
 RF0757.Superseded values are not recommended for survey control.
 RF0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0757.See file dsdata.txt to determine how the superseded data were derived.
 RF0757
 RF0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM9792926093(NAD 83)
 RF0757_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RF0757_SETTING: 66 = SET IN ROCK OUTCROP
 RF0757
 RF0757  HISTORY     - Date     Condition        Report By
 RF0757  HISTORY     - 1955     MONUMENTED       CGS
 RF0757
 RF0757                          STATION DESCRIPTION
 RF0757
 RF0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 RF0757'THE STATION IS LOCATED AIRLINE, ABOUT 34 MILES NORTHWEST OF
 RF0757'PATTEN, ABOUT 3 MILES WEST OF THE WEST END OF LITTLE MILLINOCKET
 RF0757'LAKE AND ABOUT 2-1/2 MILES SOUTHEAST OF THE SOUTHEAST EDGE OF
 RF0757'CHANDLER POND ON THE HIGHEST POINT OF BEETLE MOUNTAIN NEAR
 RF0757'THE LOOKOUT HOUSE.
 RF0757'
 RF0757'THE STATION IS A STANDARD DISK STAMPED BEETLE MTN 1955 SET
 RF0757'IN A DRILL HOLE IN AN OUTCROPPING OF BEDROCK WHICH PROJECTS
 RF0757'ABOUT 3 INCHES ABOVE THE GROUND.
 RF0757'
 RF0757'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BEETLE
 RF0757'MTN NO 1 1955 SET IN A DRILL HOLE IN AN OUTCROPPING OF BEDROCK
 RF0757'WHICH PROJECTS ABOUT 1 INCH ABOVE THE GROUND AND IS ABOUT THE
 RF0757'SAME ELEVATION AS THE STATION.  IT IS 1 FOOT WEST-NORTHWEST OF
 RF0757'THE NORTHWEST CORNER OF THE LOOKOUT HOUSE.
 RF0757'
 RF0757'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BEETLE
 RF0757'MTN NO 2 1955 SET IN A DRILL HOLE IN AN OUTCROPPING OF BEDROCK
 RF0757'WHICH PROJECTS ABOUT 1 FOOT ABOVE THE GROUND AND IS ABOUT
 RF0757'5 FEET LOWER THAN THE STATION.
 RF0757'
 RF0757'THE USGS MARK IS A STANDARD U.S. GEOLOGICAL SURVEY STATION
 RF0757'MARK DISK STAMPED MC NAIR 1929 SET IN A DRILL HOLE IN AN
 RF0757'OUTCROPPING OF BEDROCK WHICH PROJECTS ABOUT 1 FOOT ABOVE
 RF0757'THE GROUND AND IS ABOUT THE SAME ELEVATION AS THE STATION.  IT
 RF0757'IS 5 FEET NORTH OF THE NORTHWEST CORNER OF THE LOOKOUT HOUSE.
 RF0757'
 RF0757'THE LOOKOUT HOUSE IS 7 FEET SQUARE, 10 FEET HIGH AND IS PAINTED
 RF0757'WHITE.
 RF0757'
 RF0757'TO REACH THE STATION FROM GREENVILLE, BY FLOAT PLANE, GO
 RF0757'NORTHEASTERLY FOR ABOUT 63 MILES TO THE NORTHEAST END OF
 RF0757'CHANDLER POND AND A CAMPSITE.  FROM THE CAMPSITE, PACK
 RF0757'SOUTHEASTERLY ALONG A GOOD TRAIL FOR ABOUT 0.3 MILE TO A TRAIL
 RF0757'FORK.  TAKE THE LEFT FORK AND CONTINUE SOUTHEASTERLY FOR ABOUT
 RF0757'0.3 MILE TO THE EDGE OF SPRING POND.  CONTINUE STRAIGHT AHEAD,
 RF0757'CROSSING THE BOGGY GROUND ON A LARGE LOG, THEN FOLLOW THE TRAIL
 RF0757'FOR ABOUT 150 YARDS TO A TRAIL FORK.  TAKE THE LEFT FORK AND GO
 RF0757'SOUTHEASTERLY FOR ABOUT 2-1/2 MILES TO THE WATCHMANS CABIN.
 RF0757'TURN LEFT AND FOLLOW THE TRAIL UP THE STEEP HILL FOR ABOUT 0.5
 RF0757'MILE TO THE HIGHEST POINT OF THE MOUNTAIN, THE LOOKOUT HOUSE AND
 RF0757'THE STATION.  PACKING TIME IS ABOUT 1-1/2 HOURS.
 RF0757'
 RF0757'HEIGHT OF LIGHT ABOVE STATION MARK 1.53 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1665 ***********************************************************************
 QF1665  DESIGNATION -  BEGE IBC
 QF1665  PID         -  QF1665
 QF1665  STATE/COUNTY-  ME/WASHINGTON
 QF1665  USGS QUAD   -  FOREST CITY (1988)
 QF1665
 QF1665                         *CURRENT SURVEY CONTROL
 QF1665  ___________________________________________________________________
 QF1665* NAD 83(1996)-  45 40 57.67207(N)    067 43 22.46366(W)     ADJUSTED  
 QF1665* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 QF1665  ___________________________________________________________________
 QF1665  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 QF1665  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 QF1665
 QF1665  HORZ ORDER  -  THIRD
 QF1665
 QF1665.The horizontal coordinates were established by classical geodetic methods
 QF1665.and adjusted by the National Geodetic Survey in March 1998..
 QF1665
 QF1665.The orthometric height was scaled from a topographic map.
 QF1665
 QF1665.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1665
 QF1665.The geoid height was determined by GEOID03.
 QF1665
 QF1665;                    North         East     Units Scale Factor Converg.
 QF1665;SPC ME E     -   224,302.389   360,533.296   MT  0.99994504   +0 33 21.6
 QF1665;UTM  19      - 5,059,585.870   599,451.865   MT  0.99972160   +0 54 49.7
 QF1665
 QF1665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1665!SPC ME E     -   0.99998542  x   0.99994504  =   0.99993046
 QF1665!UTM  19      -   0.99998542  x   0.99972160  =   0.99970702
 QF1665
 QF1665|---------------------------------------------------------------------|
 QF1665| PID    Reference Object                     Distance      Geod. Az  |
 QF1665|                                                           dddmmss.s |
 QF1665| QF1664 REFERENCE MON 75=MINYUS             185.439 METERS 00629     |
 QF1665| QF1653 BOOM IBC                            APPROX. 0.6 KM 0782932.9 |
 QF1665| QF1655 BOB IBC                             399.936 METERS 11433     |
 QF1665| QF1658 HALO IBC                            394.871 METERS 14249     |
 QF1665| QF1666 REFERENCE MON 76=SOUTH               45.168 METERS 31309     |
 QF1665| QF1673 REFERENCE MON 73=BIG ROCK           345.085 METERS 33057     |
 QF1665|---------------------------------------------------------------------|
 QF1665
 QF1665                          SUPERSEDED SURVEY CONTROL
 QF1665
 QF1665  NAD 83(1992)-  45 40 57.66914(N)    067 43 22.46208(W) AD(       ) 3
 QF1665  NAD 83(1986)-  45 40 57.67377(N)    067 43 22.47828(W) AD(       ) 3
 QF1665  NAD 27      -  45 40 57.45641(N)    067 43 24.44820(W) AD(       ) 3
 QF1665
 QF1665.Superseded values are not recommended for survey control.
 QF1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1665.See file dsdata.txt to determine how the superseded data were derived.
 QF1665
 QF1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9945259586(NAD 83)
 QF1665_MARKER: DD = SURVEY DISK
 QF1665_SETTING: 80 = SET IN A BOULDER
 QF1665_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF1665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1665+STABILITY: SURFACE MOTION
 QF1665
 QF1665  HISTORY     - Date     Condition        Report By
 QF1665  HISTORY     - 1946     MONUMENTED       IBC
 QF1665  HISTORY     - 1955     GOOD             IBC
 QF1665  HISTORY     - 1972     GOOD             IBC
 QF1665
 QF1665                          STATION DESCRIPTION
 QF1665
 QF1665'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF1665'ON THE W SIDE OF THE BAY OF SPEDNIK LAKE INTO WHICH THE OUTLET OF
 QF1665'MUD LAKE FLOWS.  THE STATION IS OPPOSITE THE S END OF TIMBER ON THE
 QF1665'POINT BETWEEN THIS BAY AND NORTHERN SPEDNIK LAKE, 30 FEET OUTSIDE THE
 QF1665'TREE LINE, 40 FEET INSHORE FROM LOW - WATER LINE, AND 148.425 FEET
 QF1665'DOWNSTREAM FROM REFERENCE MONUMENT 76.  IT IS ON THE LARGEST ROCK
 QF1665'OUTSIDE THE TREE LINE FOR QUITE A DISTANCE, 12 BY 15 FEET AND 4 FEET
 QF1665'HIGH.
 QF1665'
 QF1665'STATION MARK IS AN IBC BRONZE STATION DISK IN A DRILL HOLE IN THE
 QF1665'ROCK.
 QF1665
 QF1665                          STATION RECOVERY (1955)
 QF1665
 QF1665'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1665'STATION RECOVERED IN GOOD CONDITION.
 QF1665
 QF1665                          STATION RECOVERY (1972)
 QF1665
 QF1665'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1665'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0485 ***********************************************************************
 SF0485  DESIGNATION -  BELANGER
 SF0485  PID         -  SF0485
 SF0485  STATE/COUNTY-  ME/AROOSTOOK
 SF0485  USGS QUAD   -  WHEELOCK (1985)
 SF0485
 SF0485                         *CURRENT SURVEY CONTROL
 SF0485  ___________________________________________________________________
 SF0485* NAD 83(1996)-  47 11 23.49209(N)    068 39 15.46781(W)     ADJUSTED  
 SF0485* NAVD 88     -       376.     (meters)    1234.     (feet)  SCALED    
 SF0485  ___________________________________________________________________
 SF0485  LAPLACE CORR-           5.50  (seconds)                    DEFLEC99
 SF0485  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 SF0485
 SF0485  HORZ ORDER  -  THIRD
 SF0485
 SF0485.The horizontal coordinates were established by classical geodetic methods
 SF0485.and adjusted by the National Geodetic Survey in March 1998..
 SF0485
 SF0485.The orthometric height was scaled from a topographic map.
 SF0485
 SF0485.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0485
 SF0485.The geoid height was determined by GEOID03.
 SF0485
 SF0485;                    North         East     Units Scale Factor Converg.
 SF0485;SPC ME E     -   391,540.488   288,307.623   MT  0.99990168   -0 06 47.5
 SF0485;UTM  19      - 5,226,320.755   526,189.040   MT  0.99960843   +0 15 13.0
 SF0485
 SF0485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0485!SPC ME E     -   0.99994492  x   0.99990168  =   0.99984661
 SF0485!UTM  19      -   0.99994492  x   0.99960843  =   0.99955337
 SF0485
 SF0485:                Primary Azimuth Mark                     Grid Az
 SF0485:SPC ME E     -  KENT                                     054 36 51.1
 SF0485:UTM  19      -  KENT                                     054 14 50.6
 SF0485
 SF0485|---------------------------------------------------------------------|
 SF0485| PID    Reference Object                     Distance      Geod. Az  |
 SF0485|                                                           dddmmss.s |
 SF0485| SF0321 KENT                                APPROX.14.7 KM 0543003.6 |
 SF0485|---------------------------------------------------------------------|
 SF0485
 SF0485                          SUPERSEDED SURVEY CONTROL
 SF0485
 SF0485  NAD 83(1992)-  47 11 23.48646(N)    068 39 15.46405(W) AD(       ) 3
 SF0485  NAD 83(1986)-  47 11 23.49377(N)    068 39 15.46093(W) AD(       ) 3
 SF0485  NAD 27      -  47 11 23.31711(N)    068 39 17.26129(W) AD(       ) 3
 SF0485
 SF0485.Superseded values are not recommended for survey control.
 SF0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0485.See file dsdata.txt to determine how the superseded data were derived.
 SF0485
 SF0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN2618926321(NAD 83)
 SF0485_MARKER: DD = SURVEY DISK
 SF0485_SETTING: 66 = SET IN ROCK OUTCROP
 SF0485_SP_SET: SET IN ROCK OUTCROP
 SF0485_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SF0485+STABILITY: POSITION/ELEVATION WELL
 SF0485
 SF0485  HISTORY     - Date     Condition        Report By
 SF0485  HISTORY     - 1927     MONUMENTED       USGS
 SF0485
 SF0485                          STATION DESCRIPTION
 SF0485
 SF0485'DESCRIBED BY US GEOLOGICAL SURVEY 1927
 SF0485'SITUATED ABOUT 4.5 MI S. OFF FORT KENT AND 2.75 MI W. OF STATE
 SF0485'HIGHWAY 158.  IT IS ON QUITE A PROMINENT BARE HILL ON LAND OF SAM
 SF0485'BELANGER.  THERE IS A RD. W. FROM STATE HIGHWAY TO BELANGERS HOME.
 SF0485'
 SF0485'STATION MARK, STANDARD DISK IN SMALL OUTCROP OF RATHER SOFT ROCK
 SF0485'AT ABOUT HIGHEST POINT OF LAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2172 ***********************************************************************
 PE2172  DESIGNATION -  BELFRY
 PE2172  PID         -  PE2172
 PE2172  STATE/COUNTY-  ME/HANCOCK
 PE2172  USGS QUAD   -  HAMPDEN (1982)
 PE2172
 PE2172                         *CURRENT SURVEY CONTROL
 PE2172  ___________________________________________________________________
 PE2172* NAD 83(1996)-  44 38 03.12205(N)    068 49 44.37384(W)     ADJUSTED  
 PE2172* NAVD 88     -                                                        
 PE2172  ___________________________________________________________________
 PE2172  LAPLACE CORR-           3.20  (seconds)                    DEFLEC99
 PE2172  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 PE2172
 PE2172  HORZ ORDER  -  THIRD
 PE2172
 PE2172.The horizontal coordinates were established by classical geodetic methods
 PE2172.and adjusted by the National Geodetic Survey in March 1998..
 PE2172
 PE2172
 PE2172.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2172
 PE2172.The geoid height was determined by GEOID03.
 PE2172
 PE2172;                    North         East     Units Scale Factor Converg.
 PE2172;SPC ME E     -   107,549.604   273,898.050   MT  0.99990838   -0 13 52.1
 PE2172;UTM  19      - 4,942,330.248   513,563.472   MT  0.99960226   +0 07 12.5
 PE2172
 PE2172                          SUPERSEDED SURVEY CONTROL
 PE2172
 PE2172  NAD 83(1992)-  44 38 03.11820(N)    068 49 44.36192(W) AD(       ) 4
 PE2172  NAD 83(1986)-  44 38 03.11704(N)    068 49 44.36350(W) AD(       ) 4
 PE2172  NAD 27      -  44 38 02.86000(N)    068 49 46.24000(W) AD(       ) 3
 PE2172
 PE2172.Superseded values are not recommended for survey control.
 PE2172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2172.See file dsdata.txt to determine how the superseded data were derived.
 PE2172
 PE2172_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1356342330(NAD 83)
 PE2172
 PE2172  HISTORY     - Date     Condition        Report By
 PE2172  HISTORY     - UNK      MONUMENTED
 PE2172  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE2172
 PE2172                          STATION DESCRIPTION
 PE2172
 PE2172'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE2172'STATION COULD NOT BE FOUND.  THERE IS NO DESCRIPTION BUT THE
 PE2172'AREA OF THE PLOTTED POSITION WAS SEARCHED AND NO EVIDENCE OF A
 PE2172'STATION WAS FOUND.  IT SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1125 ***********************************************************************
 PF1125  DESIGNATION -  BELL HILL
 PF1125  PID         -  PF1125
 PF1125  STATE/COUNTY-  ME/CUMBERLAND
 PF1125  USGS QUAD   -  CASCO (1983)
 PF1125
 PF1125                         *CURRENT SURVEY CONTROL
 PF1125  ___________________________________________________________________
 PF1125* NAD 83(1996)-  44 05 18.10504(N)    070 33 34.23515(W)     ADJUSTED  
 PF1125* NAVD 88     -       262.2    (meters)     860.     (feet)  VERTCON   
 PF1125  ___________________________________________________________________
 PF1125  LAPLACE CORR-           3.45  (seconds)                    DEFLEC99
 PF1125  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 PF1125
 PF1125  HORZ ORDER  -  FIRST
 PF1125
 PF1125.The horizontal coordinates were established by classical geodetic methods
 PF1125.and adjusted by the National Geodetic Survey in March 1998..
 PF1125
 PF1125.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF1125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF1125
 PF1125.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1125
 PF1125.The geoid height was determined by GEOID03.
 PF1125
 PF1125;                    North         East     Units Scale Factor Converg.
 PF1125;SPC ME W     -   139,506.298   868,539.391   MT  0.99997883   -0 16 24.0
 PF1125;UTM  19      - 4,882,869.460   375,152.888   MT  0.99979170   -1 05 06.7
 PF1125
 PF1125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1125!SPC ME W     -   0.99996309  x   0.99997883  =   0.99994192
 PF1125!UTM  19      -   0.99996309  x   0.99979170  =   0.99975480
 PF1125
 PF1125:                Primary Azimuth Mark                     Grid Az
 PF1125:SPC ME W     -  PIKE                                     002 38 16.9
 PF1125:UTM  19      -  PIKE                                     003 26 59.6
 PF1125
 PF1125|---------------------------------------------------------------------|
 PF1125| PID    Reference Object                     Distance      Geod. Az  |
 PF1125|                                                           dddmmss.s |
 PF1125| PF1118 PIKE                                APPROX.12.9 KM 0022152.9 |
 PF1125| CE7772 BELL HILL RM 1                       25.092 METERS 14619     |
 PF1125| PF1124 BELL HILL MEETING HOUSE              34.147 METERS 16225     |
 PF1125| CE7773 BELL HILL RM 2                       16.034 METERS 25402     |
 PF1125|---------------------------------------------------------------------|
 PF1125
 PF1125                          SUPERSEDED SURVEY CONTROL
 PF1125
 PF1125  NAD 83(1992)-  44 05 18.10466(N)    070 33 34.23590(W) AD(       ) 1
 PF1125  NAD 83(1986)-  44 05 18.11178(N)    070 33 34.23988(W) AD(       ) 1
 PF1125  NAD 27      -  44 05 17.85540(N)    070 33 36.02301(W) AD(       ) 1
 PF1125  NGVD 29 (07/19/86)  262.4    (m)          861.     (f) VERT ANG       
 PF1125
 PF1125.Superseded values are not recommended for survey control.
 PF1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1125.See file dsdata.txt to determine how the superseded data were derived.
 PF1125
 PF1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ7515382869(NAD 83)
 PF1125_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PF1125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PF1125_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PF1125
 PF1125  HISTORY     - Date     Condition        Report By
 PF1125  HISTORY     - 1976     MONUMENTED       NGS
 PF1125
 PF1125                          STATION DESCRIPTION
 PF1125
 PF1125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 PF1125'THE STATION IS LOCATED IN A SMALL FIELD NEXT TO THE BELL HILL
 PF1125'MEETING HOUSE ON PROPERTY OWNED BY THE BELL HILL
 PF1125'MEETING ASSOCIATION. IT IS ABOUT 4.5 MILES SOUTHWEST OF
 PF1125'OXFORD, 2 MILES NORTH OF OTISFIELD AND 2.5 MILES SOUTHEAST
 PF1125'OF BOLSTERS MILLS.
 PF1125'
 PF1125'TO REACH THE STATION FROM THE POST OFFICE IN OXFORD, GO WEST
 PF1125'ON STATE ROUTE 121 FOR O.20 MILE TO A FORK. HERE KEEP LEFT
 PF1125'AND GO SOUTHERLY ON ROUTE 121 FOR 0.8 MILE TO ANOTHER
 PF1125'FORK, HERE KEEP LEFT AND GO SOUTH AND SOUTHWEST ON ROUTE 121
 PF1125'FOR 2.6 MILES TO A CEMETERY AND THE OTISFIELD FIRE DEPARTMENT
 PF1125'ON THE RIGHT. HERE CONTINUE ON ROUTE 121 FOR 2.0 MILES TO A
 PF1125'SIDE ROAD ON THE RIGHT ON A SHARP CURVE TO THE LEFT. TURN
 PF1125'RIGHT, AND GO NORTHWEST ON AN ASPHALT ROAD FOR 0.90 MILE
 PF1125'TO THE BELL HILL MEETING HOUSE ON THE RIGHT AND THE STATION
 PF1125'IN A SMALL FIELD JUST BEYOND.
 PF1125'
 PF1125'THE STATION MARKS, STAMPED---BELL HILL 1976---, ARE STANDARD
 PF1125'DISKS.  THE SURFACE MARK IS
 PF1125'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST
 PF1125'WHICH PROJECTS ABOUT 1 INCH. IT IS 86.5 FEET NORTH OF THE
 PF1125'NORTHEAST CORNER OF THE CHURCH, 94.5 FEET NORTHEAST OF THE
 PF1125'NORTHWEST CORNER OF THE CHURCH AND 40.0 FEET WEST OF A ROCK
 PF1125'WALL IN A TREE LINE.  THE UNDERGROUND MARK IS SET IN AN
 PF1125'IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW THE
 PF1125'GROUND SURFACE.
 PF1125'
 PF1125'REFERENCE MARK 1, STAMPED---BELL HILL NO 1 1976---, IS A
 PF1125'STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 PF1125'FLUSH WITH THE GROUND SURFACE AND ABOUT 2 FEET LOWER THAN THE
 PF1125'STATION. IT IS 3.0 FEET NORTH OF THE NORTH WALL OF THE CHURCH
 PF1125'BUILDING, 39.0 FEET EAST OF THE NORTHWEST CORNER OF THE
 PF1125'CHURCH AND 16 FEET WEST OF THE NORTHEAST CORNER OF THE
 PF1125'CHURCH.
 PF1125'
 PF1125'REFERENCE MARK 2, STAMPED---BELL HILL NO 2 1976---, IS A
 PF1125'STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 PF1125'POST WHICH PROJECTS ABOUT 1 INCH. IT IS 83.0 FEET EAST OF
 PF1125'THE PAVED ROAD AND 103.0 FEET NORTH OF THE NORTHWEST
 PF1125'CORNER OF THE CHURCH.
 PF1125'
 PF1125'NO SUITABLE LOCATION FOR AN AZIMUTH MARK WAS FOUND.
 PF1125'
 PF1125'THE HEIGHT OF THE LIGHT ABOVE THE STATION MARK WAS 22.3
 PF1125'METERS.
 PF1125'
 PF1125'DESCRIBED BY PHILIP H. PARENT JR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1124 ***********************************************************************
 PF1124  DESIGNATION -  BELL HILL MEETING HOUSE
 PF1124  PID         -  PF1124
 PF1124  STATE/COUNTY-  ME/CUMBERLAND
 PF1124  USGS QUAD   -  CASCO (1983)
 PF1124
 PF1124                         *CURRENT SURVEY CONTROL
 PF1124  ___________________________________________________________________
 PF1124* NAD 83(1996)-  44 05 17.05037(N)    070 33 33.77159(W)     ADJUSTED  
 PF1124* NAVD 88     -                                                        
 PF1124  ___________________________________________________________________
 PF1124  LAPLACE CORR-           3.45  (seconds)                    DEFLEC99
 PF1124  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 PF1124
 PF1124  HORZ ORDER  -  THIRD
 PF1124
 PF1124.The horizontal coordinates were established by classical geodetic methods
 PF1124.and adjusted by the National Geodetic Survey in March 1998..
 PF1124
 PF1124
 PF1124.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1124
 PF1124.The geoid height was determined by GEOID03.
 PF1124
 PF1124;                    North         East     Units Scale Factor Converg.
 PF1124;SPC ME W     -   139,473.697   868,549.548   MT  0.99997883   -0 16 23.7
 PF1124;UTM  19      - 4,882,836.725   375,162.581   MT  0.99979167   -1 05 06.4
 PF1124
 PF1124                          SUPERSEDED SURVEY CONTROL
 PF1124
 PF1124  NAD 83(1992)-  44 05 17.05002(N)    070 33 33.77235(W) AD(       ) 4
 PF1124  NAD 83(1986)-  44 05 17.05718(N)    070 33 33.77616(W) AD(       ) 4
 PF1124  NAD 27      -  44 05 16.80155(N)    070 33 35.56005(W) AD(       ) 3
 PF1124
 PF1124.Superseded values are not recommended for survey control.
 PF1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1124.See file dsdata.txt to determine how the superseded data were derived.
 PF1124
 PF1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ7516382837(NAD 83)
 PF1124
 PF1124  HISTORY     - Date     Condition        Report By
 PF1124  HISTORY     - 1976     MONUMENTED       NGS
 PF1124
 PF1124                          STATION DESCRIPTION
 PF1124
 PF1124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 PF1124'THE STATION IS LOCATED ON A HIGH RIDGE
 PF1124'ABOUT 4 MILES SOUTHWEST OF OXFORD AND IS OWNED BY THE BELL
 PF1124'HILL MEETING ASSOCIATION.  IT IS A WHITE WOODEN CHURCH WITH
 PF1124'A RED DOME.  THE POINT INTERSECTED WAS THE CENTER OF THE DOME.
 PF1124'
 PF1124'DESCRIBED BY GREGORY S. NELSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2517 ***********************************************************************
 PE2517  CBN         -  This is a Cooperative Base Network Control Station.
 PE2517  PACS        -  This is a Primary Airport Control Station.
 PE2517  DESIGNATION -  BELPORT
 PE2517  PID         -  PE2517
 PE2517  STATE/COUNTY-  ME/WALDO
 PE2517  USGS QUAD   -  BELFAST (1979)
 PE2517
 PE2517                         *CURRENT SURVEY CONTROL
 PE2517  ___________________________________________________________________
 PE2517* NAD 83(1996)-  44 24 34.24074(N)    069 00 40.72696(W)     ADJUSTED  
 PE2517* NAVD 88     -        55.02   (meters)     180.5    (feet)  GPS OBS   
 PE2517  ___________________________________________________________________
 PE2517  X           -   1,634,668.210 (meters)                     COMP
 PE2517  Y           -  -4,260,970.777 (meters)                     COMP
 PE2517  Z           -   4,440,731.651 (meters)                     COMP
 PE2517  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 PE2517  ELLIP HEIGHT-          29.87  (meters)          (04/26/01) GPS OBS
 PE2517  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 PE2517
 PE2517  HORZ ORDER  -  B
 PE2517  ELLP ORDER  -  FOURTH    CLASS I
 PE2517
 PE2517.This mark is at Belfast Municipal Airport (BST)
 PE2517
 PE2517.The horizontal coordinates were established by GPS observations
 PE2517.and adjusted by the National Geodetic Survey in July 1997..
 PE2517
 PE2517.The orthometric height was determined by GPS observations and a
 PE2517.high-resolution geoid model.
 PE2517
 PE2517.GPS derived orthometric heights for airport stations designated as
 PE2517.PACS or SACS are published to 2 decimal places.  This maintains
 PE2517.centimeter relative accuracy between the PACS and SACS.  It does
 PE2517.not indicate centimeter accuracy relative to other marks which are
 PE2517.part of the NAVD 88 network.
 PE2517
 PE2517.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PE2517
 PE2517.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2517
 PE2517.The ellipsoidal height was determined by GPS observations
 PE2517.and is referenced to NAD 83.
 PE2517
 PE2517.The geoid height was determined by GEOID03.
 PE2517
 PE2517;                    North         East     Units Scale Factor Converg.
 PE2517;SPC ME E     -    82,658.592   259,276.714   MT  0.99992039   -0 21 28.1
 PE2517;UTM  19      - 4,917,358.060   499,099.249   MT  0.99960001   -0 00 28.5
 PE2517
 PE2517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2517!SPC ME E     -   0.99999532  x   0.99992039  =   0.99991571
 PE2517!UTM  19      -   0.99999532  x   0.99960001  =   0.99959533
 PE2517
 PE2517:                Primary Azimuth Mark                     Grid Az
 PE2517:SPC ME E     -  BELPORT AZ MK                            305 57 59.7
 PE2517:UTM  19      -  BELPORT AZ MK                            305 37 00.1
 PE2517
 PE2517|---------------------------------------------------------------------|
 PE2517| PID    Reference Object                     Distance      Geod. Az  |
 PE2517|                                                           dddmmss.s |
 PE2517| PE2518 BELPORT AZ MK                       434.653 METERS 3053631.6 |
 PE2517|---------------------------------------------------------------------|
 PE2517
 PE2517                          SUPERSEDED SURVEY CONTROL
 PE2517
 PE2517  ELLIP H (07/24/97)   29.83   (m)                       GP(       ) 1 1
 PE2517  NAD 83(1992)-  44 24 34.24065(N)    069 00 40.72631(W) AD(1995.00) B
 PE2517  ELLIP H (04/19/96)   29.83   (m)                       GP(1995.00) 3 1
 PE2517  NAD 83(1992)-  44 24 34.23846(N)    069 00 40.72625(W) AD(       ) 1
 PE2517  ELLIP H (01/28/95)   29.82   (m)                       GP(       ) 4 2
 PE2517  NAD 83(1986)-  44 24 34.23855(N)    069 00 40.73288(W) AD(       ) 1
 PE2517  NGVD 29 (11/20/87)   55.22   (m)          181.2    (f) LEVELING    3  
 PE2517
 PE2517.Superseded values are not recommended for survey control.
 PE2517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2517.See file dsdata.txt to determine how the superseded data were derived.
 PE2517
 PE2517_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK9909917358(NAD 83)
 PE2517_MARKER: DH = HORIZONTAL CONTROL DISK
 PE2517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE2517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE2517_STAMPING: BELPORT 1985
 PE2517_MARK LOGO: NGS   
 PE2517_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE2517+STABILITY: SURFACE MOTION
 PE2517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE2517+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2000
 PE2517
 PE2517  HISTORY     - Date     Condition        Report By
 PE2517  HISTORY     - 1985     MONUMENTED       NGS
 PE2517  HISTORY     - 19951008 GOOD             CHANCE
 PE2517  HISTORY     - 19960602 GOOD             NGS
 PE2517  HISTORY     - 20000718 GOOD             MEDT
 PE2517
 PE2517                          STATION DESCRIPTION
 PE2517
 PE2517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (MRM)
 PE2517'THE STATION IS LOCATED ABOUT 1.9 KM (1.2 MI)
 PE2517'SOUTH OF DOWNTOWN BELFAST,
 PE2517'1.0 KM (0.6 MI) SOUTHEAST OF THE JUNCTION OF U.S. HIGHWAY 1 AND
 PE2517'STATE HIGHWAY 52, AT THE BELFAST MUNICIPAL AIRPORT, IN A GRASS
 PE2517'STRIP BORDERED BY THE MAIN RUNWAY AND TWO TAXI STRIPS.
 PE2517'OWNERSHIP--TOWN OF BELFAST, DONALD THOMPSON - ASSISTANT AIRPORT
 PE2517'MANAGER, P.O. BOX 342, BELFAST ME 04915, PHONE 207-338-3602.
 PE2517'
 PE2517'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE
 PE2517'HIGHWAY 52 WHICH IS ABOUT 1.3 KM (0.8 MI) SOUTHWEST OF DOWNTOWN
 PE2517'BELFAST, GO SOUTHWEST FOR 1.0 KM (0.65 MI) ON HIGHWAY 1 TO A ROAD
 PE2517'RIGHT AT THE NATIONAL GUARD ARMORY.
 PE2517'TURN RIGHT AND GO SOUTHWEST FOR 0.4 KM (0.25 MI) ON THE PAVED, THEN
 PE2517'GRAVELED ROAD TO THE AIRPORT GATE AT ROAD END.  PASS THROUGH GATE
 PE2517'FOR 30 METERS (100 FT), THEN LEFT ACROSS TARMAC FOR 30 METERS (100
 PE2517'FT), THEN RIGHT (SOUTHWEST) FOR 25 METERS (82 FT) ON THE TAXI STRIP
 PE2517'TO THE PAINTED STOP LINE ON PAVEMENT AND THE STATION ON THE LEFT.
 PE2517'
 PE2517'THE STATION IS A STANDARD NGS DISK
 PE2517'STAMPED---BELPORT 1985---,
 PE2517'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 PE2517'30 CM IN DIAMETER PROJECTING 1 CM ABOVE GROUND.  LOCATED
 PE2517'38.0 METERS (124.7 FT) NORTHEAST FROM THE APPROXIMATE CENTER OF
 PE2517'RUNWAY,
 PE2517'23.0 METERS (75.5 FT) SOUTHWEST FROM THE APPROXIMATE CENTER OF A
 PE2517'TAXI STRIP,
 PE2517'13.5 METERS (44.3 FT) SOUTHEAST FROM THE APPROXIMATE CENTER OF A
 PE2517'TAXI STRIP,
 PE2517'1.5 METERS (4.9 FT) SOUTHEAST FROM THE SOUTHEAST END OF A METAL
 PE2517'SIGN (33-15) AND
 PE2517'1.3 METERS (4.3 FT) NORTHWEST FROM A CARSONITE WITNESS POST.
 PE2517'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 PE2517'STAMPED---BELPORT 1985---,
 PE2517'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 PE2517'
 PE2517'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK
 PE2517'STAMPED---BELPORT 1985---,
 PE2517'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 PE2517'30 CM IN DIAMETER PROJECTING 1 CM ABOVE GROUND.  LOCATED
 PE2517'246 METERS (807 FT) SOUTHEAST FROM THE NORTHWEST END OF THE RUNWAY,
 PE2517'21.5 METERS (70.5 FT) SOUTHWEST FROM THE APPROXIMATE CENTER OF
 PE2517'RUNWAY,
 PE2517'15.5 METERS (51.0 FT) SOUTH-SOUTHEAST FROM THE FOURTH RUNWAY LIGHT
 PE2517'FROM THE NORTHWEST END OF RUNWAY,
 PE2517'6.4 METERS (21.0 FT) SOUTHWEST FROM THE PAVEMENT EDGE,
 PE2517'1.9 METERS (6.2 FT) NORTHEAST FROM THE CENTER OF A SQUARE SEWER
 PE2517'GRATING AND
 PE2517'0.8 METERS (2.6 FT) NORTHWEST FROM A CARSONITE WITNESS POST.
 PE2517'TO REACH THE AZIMUTH FROM THE STATION,
 PE2517'GO NORTHWEST FOR 0.4 KM (0.25 MI) ON THE RUNWAY TO THE MARK ON THE
 PE2517'LEFT.
 PE2517'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 PE2517'STAMPED---BELPORT 1985---,
 PE2517'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 PE2517'
 PE2517'NO REFERENCE MARKS WERE SET AT THIS TIME.
 PE2517'
 PE2517'FAA AIRPORT SURVEYS, MAINE, OCTOBER-NOVEMBER 1985.
 PE2517'
 PE2517'THIS STATION SUITABLE FOR GPS SURVEYS.
 PE2517'
 PE2517'DESCRIBED BY G.R. HEID.
 PE2517
 PE2517                          STATION RECOVERY (1995)
 PE2517
 PE2517'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995
 PE2517'RECOVERED AS DESCRIBED WITH THE FOLLOWING INFORMATION-  THE STATION IS
 PE2517'DESIGNATED AS A PRIMARY AIR CONTROL STATION (PACS) - MAINE ANA SURVEYS
 PE2517'1995
 PE2517
 PE2517                          STATION RECOVERY (1996)
 PE2517
 PE2517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (ED)
 PE2517'THE STATION IS LOCATED ABOUT 1.9 KM (1.20 MI) SOUTH OF DOWNTOWN
 PE2517'BELFAST, 1.0 KM (0.60 MI) SOUTHEAST OF THE JUNCTION OF U.S.  HIGHWAY 1
 PE2517'AND STATE HIGHWAY 52, AT THE BELFAST MUNICIPAL AIRPORT, IN A GRASS
 PE2517'STRIP BORDERED BY THE MAIN RUNWAY AND TWO TAXI STRIPS. OWNERSHIP--TOWN
 PE2517'OF BELFAST, DONALD THOMPSON - ASSISTANT AIRPORT MANAGER, P.O.  BOX
 PE2517'342, BELFAST ME 04915, PHONE 207-338-3602.  TO REACH THE STATION FROM
 PE2517'THE JUNCTION OF U.S.  HIGHWAY 1 AND STATE HIGHWAY 52 WHICH IS ABOUT
 PE2517'1.3 KM (0.80 MI) SOUTHWEST OF DOWNTOWN BELFAST, GO SOUTHWEST FOR 1.0
 PE2517'KM (0.60 MI) ON HIGHWAY 1 TO A ROAD RIGHT AT THE NATIONAL GUARD
 PE2517'ARMORY.  TURN RIGHT AND GO SOUTHWEST FOR 0.4 KM (0.25 MI) ON THE
 PE2517'PAVED, THEN GRAVELED ROAD TO THE AIRPORT GATE AT ROAD END.  PASS
 PE2517'THROUGH GATE FOR 30 METERS (98.4 FT) THEN LEFT ACROSS TARMAC FOR 30
 PE2517'METERS (98.4 FT) THEN RIGHT (SOUTHWEST) FOR 25 METERS (82.0 FT) ON THE
 PE2517'TAXI STRIP TO THE PAINTED STOP LINE ON PAVEMENT AND THE STATION ON THE
 PE2517'LEFT.  THE STATION IS A STANDARD NGS DISK STAMPED---BELPORT 1985---,
 PE2517'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PE2517'PROJECTING 1 CM ABOVE GROUND.  LOCATED 38.0 METERS (124.7 FT)
 PE2517'NORTHEAST FROM THE APPROXIMATE CENTER OF RUNWAY, 23.0 METERS (75.5 FT)
 PE2517'SOUTHWEST FROM THE APPROXIMATE CENTER OF A TAXI STRIP, 13.5 METERS
 PE2517'(44.3 FT) SOUTHEAST FROM THE APPROXIMATE CENTER OF A TAXI STRIP, 1.5
 PE2517'METERS (4.9 FT) SOUTHEAST FROM THE SOUTHEAST END OF A METAL SIGN
 PE2517'(33-15) AND 1.3 METERS (4.3 FT) NORTHWEST FROM A CARSONITE WITNESS
 PE2517'POST.  THE UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED---BELPORT
 PE2517'1985---, SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS (3.9 FT)
 PE2517'BELOW THE SURFACE.  AZIMUTH MARK NO.  1 IS A STANDARD NGS DISK
 PE2517'STAMPED---BELPORT 1985---, SET INTO THE TOP OF A ROUND CONCRETE
 PE2517'MONUMENT 30 CM IN DIAMETER PROJECTING 1 CM ABOVE GROUND.  LOCATED 246
 PE2517'METERS (807.1 FT) SOUTHEAST FROM THE NORTHWEST END OF THE RUNWAY, 21.5
 PE2517'METERS (70.5 FT) SOUTHWEST FROM THE APPROXIMATE CENTER OF RUNWAY, 15.5
 PE2517'METERS (50.9 FT) SOUTH-SOUTHEAST FROM THE FOURTH RUNWAY LIGHT FROM THE
 PE2517'NORTHWEST END OF RUNWAY, 6.4 METERS (21.0 FT) SOUTHWEST FROM THE
 PE2517'PAVEMENT EDGE, 1.9 METERS (6.2 FT) NORTHEAST FROM THE CENTER OF A
 PE2517'SQUARE SEWER GRATING AND 0.8 METERS (2.6 FT) NORTHWEST FROM A
 PE2517'CARSONITE WITNESS POST.  TO REACH THE AZIMUTH FROM THE STATION, GO
 PE2517'NORTHWEST FOR 0.4 KM (0.25 MI) ON THE RUNWAY TO THE MARK ON THE LEFT.
 PE2517'THE UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED---BELPORT 1985---,
 PE2517'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS (3.9 FT) BELOW THE
 PE2517'SURFACE.  NO REFERENCE MARKS WERE SET AT THIS TIME.  FAA AIRPORT
 PE2517'SURVEYS, MAINE, OCTOBER-NOVEMBER 1985.  THIS STATION SUITABLE FOR GPS
 PE2517'SURVEYS.
 PE2517
 PE2517                          STATION RECOVERY (2000)
 PE2517
 PE2517'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 2000 (TL)
 PE2517'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2518 ***********************************************************************
 PE2518  SACS        -  This is a Secondary Airport Control Station.
 PE2518  DESIGNATION -  BELPORT AZ MK
 PE2518  PID         -  PE2518
 PE2518  STATE/COUNTY-  ME/WALDO
 PE2518  USGS QUAD   -  BELFAST (1979)
 PE2518
 PE2518                         *CURRENT SURVEY CONTROL
 PE2518  ___________________________________________________________________
 PE2518* NAD 83(1996)-  44 24 42.43940(N)    069 00 56.69896(W)     ADJUSTED  
 PE2518* NAVD 88     -        58.38   (meters)     191.5    (feet)  GPS OBS   
 PE2518  ___________________________________________________________________
 PE2518  X           -   1,634,275.698 (meters)                     COMP
 PE2518  Y           -  -4,260,934.235 (meters)                     COMP
 PE2518  Z           -   4,440,914.779 (meters)                     COMP
 PE2518  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 PE2518  ELLIP HEIGHT-          33.23  (meters)          (01/07/02) GPS OBS
 PE2518  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 PE2518
 PE2518  HORZ ORDER  -  FIRST
 PE2518  ELLP ORDER  -  FIFTH     CLASS I
 PE2518
 PE2518.This mark is at Belfast Municipal Airport (BST)
 PE2518
 PE2518.The horizontal coordinates were established by GPS observations
 PE2518.and adjusted by the National Geodetic Survey in July 1997..
 PE2518
 PE2518.The orthometric height was determined by GPS observations and a
 PE2518.high-resolution geoid model.
 PE2518
 PE2518.GPS derived orthometric heights for airport stations designated as
 PE2518.PACS or SACS are published to 2 decimal places.  This maintains
 PE2518.centimeter relative accuracy between the PACS and SACS.  It does
 PE2518.not indicate centimeter accuracy relative to other marks which are
 PE2518.part of the NAVD 88 network.
 PE2518
 PE2518.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PE2518
 PE2518.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2518
 PE2518.The ellipsoidal height was determined by GPS observations
 PE2518.and is referenced to NAD 83.
 PE2518
 PE2518.The geoid height was determined by GEOID03.
 PE2518
 PE2518;                    North         East     Units Scale Factor Converg.
 PE2518;SPC ME E     -    82,913.849   258,924.951   MT  0.99992074   -0 21 39.4
 PE2518;UTM  19      - 4,917,611.083   498,746.047   MT  0.99960002   -0 00 39.7
 PE2518
 PE2518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2518!SPC ME E     -   0.99999479  x   0.99992074  =   0.99991553
 PE2518!UTM  19      -   0.99999479  x   0.99960002  =   0.99959481
 PE2518
 PE2518:                Primary Azimuth Mark                     Grid Az
 PE2518:SPC ME E     -  BELPORT                                  125 57 59.8
 PE2518:UTM  19      -  BELPORT                                  125 37 00.1
 PE2518
 PE2518|---------------------------------------------------------------------|
 PE2518| PID    Reference Object                     Distance      Geod. Az  |
 PE2518|                                                           dddmmss.s |
 PE2518| PE2517 BELPORT                             434.653 METERS 1253620.4 |
 PE2518|---------------------------------------------------------------------|
 PE2518
 PE2518                          SUPERSEDED SURVEY CONTROL
 PE2518
 PE2518  ELLIP H (07/24/97)   33.19   (m)                       GP(       ) 1 1
 PE2518  NAD 83(1992)-  44 24 42.43931(N)    069 00 56.69831(W) AD(1995.00) 1
 PE2518  ELLIP H (04/19/96)   33.19   (m)                       GP(1995.00) 3 1
 PE2518  NAD 83(1992)-  44 24 42.43696(N)    069 00 56.69856(W) AD(       ) 1
 PE2518  ELLIP H (01/28/95)   33.16   (m)                       GP(       ) 4 2
 PE2518  NAD 83(1986)-  44 24 42.43793(N)    069 00 56.70453(W) AD(       ) 1
 PE2518  NGVD 29 (11/20/87)   58.60   (m)          192.3    (f) LEVELING    3  
 PE2518
 PE2518.Superseded values are not recommended for survey control.
 PE2518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2518.See file dsdata.txt to determine how the superseded data were derived.
 PE2518
 PE2518_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK9874617611(NAD 83)
 PE2518_MARKER: DZ = AZIMUTH MARK DISK
 PE2518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE2518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE2518_STAMPING: BELPORT 1985
 PE2518_MARK LOGO: NGS   
 PE2518_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE2518+STABILITY: SURFACE MOTION
 PE2518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE2518+SATELLITE: SATELLITE OBSERVATIONS - July 02, 1996
 PE2518
 PE2518  HISTORY     - Date     Condition        Report By
 PE2518  HISTORY     - 1985     MONUMENTED       NGS
 PE2518  HISTORY     - 19951008 GOOD             CHANCE
 PE2518  HISTORY     - 19960702 GOOD             NGS
 PE2518
 PE2518                          STATION DESCRIPTION
 PE2518
 PE2518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (MRM)
 PE2518'THE STATION IS LOCATED ABOUT 1.9 KM (1.2 MI)
 PE2518'SOUTH OF DOWNTOWN BELFAST,
 PE2518'0.6 KM (0.4 MI) SOUTH-SOUTHEAST OF THE JUNCTION OF U.S. HIGHWAY 1
 PE2518'AND STATE HIGHWAY 52, AT THE BELFAST MUNICIPAL AIRPORT, ALONG THE
 PE2518'MAIN RUNWAY.
 PE2518'OWNERSHIP--TOWN OF BELFAST, DONALD THOMPSON - ASSISTANT AIRPORT
 PE2518'MANAGER, P.O. BOX 342, BELFAST ME 04915, PHONE 207-338-3602.
 PE2518'
 PE2518'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE
 PE2518'HIGHWAY 52 WHICH IS ABOUT 1.3 KM (0.8 MI) SOUTHWEST OF DOWNTOWN
 PE2518'BELFAST, GO SOUTHEAST FOR 1.0 KM (0.65 MI) ON HIGHWAY 1 TO A ROAD
 PE2518'RIGHT AT THE NATIONAL GUARD ARMORY.
 PE2518'TURN RIGHT AND GO SOUTHWEST FOR 0.4 KM (0.25 MI) ON THE PAVED, THEN
 PE2518'GRAVELED ROAD TO THE AIRPORT GATE AT ROAD END.  PASS THROUGH GATE,
 PE2518'BEAR LEFT, THEN RIGHT, CROSSING TARMAC AND TAXISTRIP FOR 0.1 KM
 PE2518'(0.05 MI) TO THE RUNWAY.  TURN RIGHT AND GO NORTHWEST FOR 0.4 KM
 PE2518'(0.25 MI) ALONG THE SOUTH SIDE OF THE RUNWAY TO THE STATION.
 PE2518'
 PE2518'THE STATION IS A STANDARD NGS DISK
 PE2518'STAMPED---BELPORT 1985---,
 PE2518'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 PE2518'30 CM IN DIAMETER PROJECTING 1 CM ABOVE GROUND.  LOCATED
 PE2518'246 METERS (807 FT) SOUTHEAST FROM THE NORTHWEST END OF RUNWAY,
 PE2518'21.5 METERS (70.5 FT) SOUTHWEST FROM THE APPROXIMATE CENTER OF
 PE2518'RUNWAY,
 PE2518'15.5 METERS (51.0 FT) SOUTH-SOUTHEAST FROM THE FOURTH RUNWAY LIGHT
 PE2518'FROM THE NORTHWEST END OF RUNWAY,
 PE2518'6.4 METERS (21.0 FT) SOUTHWEST FROM THE PAVEMENT EDGE,
 PE2518'1.9 METERS (6.2 FT) NORTHEAST FROM THE CENTER OF A SQUARE SEWER
 PE2518'GRATING AND
 PE2518'0.8 METERS (2.6 FT) NORTHWEST FROM A CARSONITE WITNESS POST.
 PE2518'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 PE2518'STAMPED---BELPORT 1985---,
 PE2518'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 PE2518'
 PE2518'FAA AIRPORT SURVEYS, MAINE, OCTOBER-NOVEMBER 1985.
 PE2518'
 PE2518'THIS STATION SUITABLE FOR GPS SURVEYS.
 PE2518'
 PE2518'DESCRIBED BY G.R. HEID.
 PE2518
 PE2518                          STATION RECOVERY (1995)
 PE2518
 PE2518'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (DS)
 PE2518'RECOVERED AS DESCRIBED WITH THE FOLLOWING INFORMATION-  THIS STATION
 PE2518'IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION (SACS) - MAINE
 PE2518'ANA SURVEYS 1995.
 PE2518
 PE2518                          STATION RECOVERY (1996)
 PE2518
 PE2518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (ED)
 PE2518'THE STATION IS LOCATED ABOUT 1.9 KM (1.20 MI) SOUTH OF DOWNTOWN
 PE2518'BELFAST, 0.6 KM (0.35 MI) SOUTH-SOUTHEAST OF THE JUNCTION OF U.S.
 PE2518'HIGHWAY 1 AND STATE HIGHWAY 52, AT THE BELFAST MUNICIPAL AIRPORT,
 PE2518'ALONG THE MAIN RUNWAY.  OWNERSHIP--TOWN OF BELFAST, DONALD THOMPSON -
 PE2518'ASSISTANT AIRPORT MANAGER, P.O.  BOX 342, BELFAST ME 04915, PHONE
 PE2518'207-338-3602.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 PE2518'1 AND STATE HIGHWAY 52 WHICH IS ABOUT 1.3 KM (0.80 MI) SOUTHWEST OF
 PE2518'DOWNTOWN BELFAST, GO SOUTHEAST FOR 1.0 KM (0.60 MI) ON HIGHWAY 1 TO A
 PE2518'ROAD RIGHT AT THE NATIONAL GUARD ARMORY.  TURN RIGHT AND GO SOUTHWEST
 PE2518'FOR 0.4 KM (0.25 MI) ON THE PAVED, THEN GRAVELED ROAD TO THE AIRPORT
 PE2518'GATE AT ROAD END.  PASS THROUGH GATE, BEAR LEFT, THEN RIGHT, CROSSING
 PE2518'TARMAC AND TAXISTRIP FOR 0.1 KM (0.05 MI) TO THE RUNWAY.  TURN RIGHT
 PE2518'AND GO NORTHWEST FOR 0.4 KM (0.25 MI) ALONG THE SOUTH SIDE OF THE
 PE2518'RUNWAY TO THE STATION.  THE STATION IS A STANDARD NGS DISK
 PE2518'STAMPED---BELPORT 1985---, SET INTO THE TOP OF A ROUND CONCRETE
 PE2518'MONUMENT 30 CM IN DIAMETER PROJECTING 1 CM ABOVE GROUND. LOCATED 246
 PE2518'METERS (807.1 FT) SOUTHEAST FROM THE NORTHWEST END OF RUNWAY, 21.5
 PE2518'METERS (70.5 FT) SOUTHWEST FROM THE APPROXIMATE CENTER OF RUNWAY, 15.5
 PE2518'METERS (50.9 FT) SOUTH-SOUTHEAST FROM THE FOURTH RUNWAY LIGHT FROM THE
 PE2518'NORTHWEST END OF RUNWAY, 6.4 METERS (21.0 FT) SOUTHWEST FROM THE
 PE2518'PAVEMENT EDGE, 1.9 METERS (6.2 FT) NORTHEAST FROM THE CENTER OF A
 PE2518'SQUARE SEWER GRATING AND 0.8 METERS (2.6 FT) NORTHWEST FROM A
 PE2518'CARSONITE WITNESS POST.  THE UNDERGROUND MARK IS A STANDARD NGS DISK
 PE2518'STAMPED---BELPORT 1985---, SET INTO AN IRREGULAR MASS OF CONCRETE 1.2
 PE2518'METERS (3.9 FT) BELOW THE SURFACE.  FAA AIRPORT SURVEYS, MAINE,
 PE2518'OCTOBER-NOVEMBER 1985.  THIS STATION SUITABLE FOR GPS SURVEYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0179 ***********************************************************************
 QG0179  DESIGNATION -  BELVEDERE 2
 QG0179  PID         -  QG0179
 QG0179  STATE/COUNTY-  ME/AROOSTOOK
 QG0179  USGS QUAD   -  CRYSTAL (1989)
 QG0179
 QG0179                         *CURRENT SURVEY CONTROL
 QG0179  ___________________________________________________________________
 QG0179* NAD 83(1996)-  45 59 46.96052(N)    068 17 43.39855(W)     ADJUSTED  
 QG0179* NAVD 88     -       184.31   (meters)     604.7    (feet)  RESET     
 QG0179  ___________________________________________________________________
 QG0179  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 QG0179  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 QG0179
 QG0179  HORZ ORDER  -  THIRD
 QG0179  VERT ORDER  -  THIRD
 QG0179
 QG0179.The horizontal coordinates were established by classical geodetic methods
 QG0179.and adjusted by the National Geodetic Survey in March 1998..
 QG0179.No horizontal observational check was made to the station.
 QG0179
 QG0179.The orthometric height was computed from unverified reset data.
 QG0179
 QG0179.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG0179
 QG0179.The geoid height was determined by GEOID03.
 QG0179
 QG0179;                    North         East     Units Scale Factor Converg.
 QG0179;SPC ME E     -   258,891.754   315,849.331   MT  0.99990309   +0 08 49.8
 QG0179;UTM  19      - 5,093,886.387   554,563.214   MT  0.99963660   +0 30 24.6
 QG0179
 QG0179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG0179!SPC ME E     -   0.99997486  x   0.99990309  =   0.99987795
 QG0179!UTM  19      -   0.99997486  x   0.99963660  =   0.99961147
 QG0179
 QG0179|---------------------------------------------------------------------|
 QG0179| PID    Reference Object                     Distance      Geod. Az  |
 QG0179|                                                           dddmmss.s |
 QG0179| QG0181 BELVEDERE 2 RM 3                      9.871 METERS 12524     |
 QG0179| QG0170 COLD                                APPROX. 4.5 KM 1905411.9 |
 QG0179| QG0182 BELVEDERE 2 RM 4                      9.941 METERS 30457     |
 QG0179| CE8803 BELVEDERE AZ MK                                    3083127.0 |
 QG0179| QG0178 BELVEDERE                            19.302 METERS 32227     |
 QG0179| QG0177 BELVEDERE RM 1                        9.965 METERS 33517     |
 QG0179|---------------------------------------------------------------------|
 QG0179
 QG0179                          SUPERSEDED SURVEY CONTROL
 QG0179
 QG0179  NAD 83(1992)-  45 59 46.95749(N)    068 17 43.39536(W) AD(       ) 3
 QG0179  NAD 83(1986)-  45 59 46.96238(N)    068 17 43.40989(W) AD(       ) 3
 QG0179  NAD 27      -  45 59 46.77378(N)    068 17 45.31430(W) AD(       ) 3
 QG0179
 QG0179.Superseded values are not recommended for survey control.
 QG0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0179.See file dsdata.txt to determine how the superseded data were derived.
 QG0179
 QG0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL5456393886(NAD 83)
 QG0179_MARKER: DS = TRIANGULATION STATION DISK
 QG0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0179_STAMPING: BELVEDERE 2 1970
 QG0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0179+STABILITY: SURFACE MOTION
 QG0179
 QG0179  HISTORY     - Date     Condition        Report By
 QG0179  HISTORY     - 1970     MONUMENTED       NGS
 QG0179  HISTORY     - 1971     SEE DESCRIPTION  NGS
 QG0179  HISTORY     - 1971     GOOD             NGS
 QG0179  HISTORY     - 1981     GOOD             MEDT
 QG0179
 QG0179                          STATION DESCRIPTION
 QG0179
 QG0179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 QG0179'STATION IS LOCATED ALONG THE SOUTHWEST SIDE OF THE BELVEDERE
 QG0179'ROAD, ACROSS FROM THE FARM HOME OF MR. JOHN MC CLELLAN, ON GRASS
 QG0179'STRIP BETWEEN ROADSIDE DITCH AND FENCE LINE.
 QG0179'
 QG0179'TO REACH STATION FROM THE POST OFFICE IN ISLAND FALLS, GO SOUTH
 QG0179'ON U.S. HIGHWAY 2 FOR 1.9 MILES.  TURN SHARP RIGHT ON BELVEDERE
 QG0179'RD. AND GO NORTHWEST 1.5 MILES TO TOP OF GRADE AND STATION ON LEFT.
 QG0179'
 QG0179'STATION MARK IS A STANDARD DISK STAMPED BELVEDERE 2 1970, SET IN
 QG0179'THE TOP OF A 10-INCH-DIAMETER, CONCRETE MONUMENT 2 INCHES BELOW
 QG0179'GROUND SURFACE.  IT IS 32 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY,
 QG0179'10 FEET SOUTHWEST OF CENTER OF ROADSIDE DITCH, 4 FEET NORTHEAST
 QG0179'OF FENCE, 63 FEET SOUTHEAST OF FENCE CORNER, 78 FEET SOUTHEAST OF
 QG0179'A TRACTOR GARAGE, 68 FEET SOUTH OF MR. MC CLELLANS MAILBOX, AND
 QG0179'3 FEET SOUTHWEST OF A METAL WITNESS POST.
 QG0179'
 QG0179'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BELVEDERE
 QG0179'NO 1 1959, SET IN THE TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT
 QG0179'ABOUT 1 FOOT BELOW SURFACE OF SLOPING BANK OF ROAD.
 QG0179'
 QG0179'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED BELVEDERE
 QG0179'2 NO 3 1970, SET IN THE TOP OF A 10-INCH-DIAMETER, CONCRETE
 QG0179'MONUMENT FLUSH WITH GROUND.  IT IS 33 FEET SOUTHWEST OF CENTER
 QG0179'LINE OF HIGHWAY, 3-1/2 FEET NORTHEAST OF FENCE, AND 8 INCHES
 QG0179'HIGHER THAN STATION MARK.
 QG0179'
 QG0179'REFERENCE MARK NUMBER FOUR IS A STANDARD DISK STAMPED BELVEDERE
 QG0179'2 NO 4 1970, SET IN THE TOP OF A 10-INCH-DIAMETER, CONCRETE
 QG0179'MONUMENT FLUSH WITH GROUND.  IT IS 32 FEET SOUTHWEST OF CENTER LINE
 QG0179'OF HIGHWAY, 45 FEET SOUTHEAST OF NORTHEAST CORNER OF TRACTOR
 QG0179'GARAGE, DIRECTLY ACROSS ROAD FROM MAILBOX, AND 8 INCHES LOWER
 QG0179'THAN STATION MARK.
 QG0179'
 QG0179'AZIMUTH MARK IS A STANDARD DISK STAMPED *BELVEDERE 1959 1970, SET
 QG0179'IN THE TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT PROJECTING 4
 QG0179'INCHES FROM GROUND.  IT IS ON A LOW BANK, 26 FEET NORTHEAST OF
 QG0179'CENTER LINE OF HIGHWAY, 44 FEET NORTHWEST OF CENTER LINE OF A
 QG0179'T-ROAD NORTHEAST, 3 FEET SOUTHEAST OF POWER POLE NO. 20, 2 FEET
 QG0179'SOUTHEAST OF A METAL WITNESS POST, 3 FEET ABOVE HIGHWAY LEVEL,
 QG0179'AND 3 FEET NORTHEAST OF EDGE OF BANK.
 QG0179'
 QG0179'TO REACH FROM STATION, GO NORTHWEST ON BELVEDERE RD. FOR 0.1 MILE
 QG0179'TO AZIMUTH MARK ON RIGHT.
 QG0179'
 QG0179'*AZIMUTH MARK WAS NOT RESET, ONLY 1970 DATE ADDED TO DISK.
 QG0179
 QG0179                          STATION RECOVERY (1971)
 QG0179
 QG0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 QG0179'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION, AS
 QG0179'DESCRIBED IN 1970.
 QG0179'
 QG0179'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QG0179'1-1/2 MILES SW OF ISLAND FALLS.
 QG0179
 QG0179                          STATION RECOVERY (1971)
 QG0179
 QG0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 QG0179'1.5 MI SW FROM ISLAND FALLS.
 QG0179'1.9 MILES SOUTHERLY ON U.S. HIGHWAY 2 FROM THE POST OFFICE IN
 QG0179'ISLAND FALLS, THENCE RIGHT, NORTHWEST, ON BELVEDERE RD. FOR 1.5
 QG0179'MILES TO TOP OF GRADE AND FARM BUILDINGS OF MR. JOHN MC CLELLAN,
 QG0179'32 FEET SOUTHWEST OF CENTER LINE OF ROAD, 4 FEET NORTHEAST OF
 QG0179'FENCE, 63 FEET SOUTHEAST OF FENCE CORNER, 78 FEET SOUTHEAST OF A
 QG0179'TRACTOR GARAGE, 68 FEET SOUTH OF MR. MC CLELLANS MAILBOX, 3 FEET
 QG0179'SOUTHWEST OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 QG0179'10-INCH-DIAMETER, CONCRETE MONUMENT 2 INCHES BELOW GROUND LEVEL.
 QG0179
 QG0179                          STATION RECOVERY (1981)
 QG0179
 QG0179'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1981 (BJR)
 QG0179'BELVEDERE - 2 1970 RECOVERED GOOD.
 QG0179'
 QG0179'BELVEDERE - 2 NO. 3 - 1970 RECOVERED GOOD.
 QG0179'
 QG0179'AZ BELVEDERE - 1959 - 1970 RECOVERED GOOD.
 QG0179'
 QG0179'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1.5 MI. SOUTHWEST
 QG0179'OF ISLAND FALLS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0181 ***********************************************************************
 QG0181  DESIGNATION -  BELVEDERE 2 RM 3
 QG0181  PID         -  QG0181
 QG0181  STATE/COUNTY-  ME/AROOSTOOK
 QG0181  USGS QUAD   -  CRYSTAL (1989)
 QG0181
 QG0181                         *CURRENT SURVEY CONTROL
 QG0181  ___________________________________________________________________
 QG0181* NAD 83(1986)-  45 59 46.     (N)    068 17 43.     (W)     SCALED    
 QG0181* NAVD 88     -       182.75   (meters)     599.6    (feet)  RESET     
 QG0181  ___________________________________________________________________
 QG0181  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 QG0181
 QG0181  VERT ORDER  -  THIRD
 QG0181
 QG0181.The horizontal coordinates were scaled from a topographic map and have
 QG0181.an estimated accuracy of +/- 6 seconds.
 QG0181
 QG0181.The orthometric height was computed from unverified reset data.
 QG0181
 QG0181.The geoid height was determined by GEOID03.
 QG0181
 QG0181;                    North         East    Units  Estimated Accuracy
 QG0181;SPC ME E     -   258,860.      315,860.      MT  (+/- 180 meters Scaled)
 QG0181
 QG0181                          SUPERSEDED SURVEY CONTROL
 QG0181
 QG0181.No superseded survey control is available for this station.
 QG0181
 QG0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL545938(NAD 83)
 QG0181_MARKER: DR = REFERENCE MARK DISK
 QG0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0181_STAMPING: BELVEDERE 2 NO 3 1970
 QG0181_MARK LOGO: CGS   
 QG0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0181+STABILITY: SURFACE MOTION
 QG0181
 QG0181  HISTORY     - Date     Condition        Report By
 QG0181  HISTORY     - 1970     MONUMENTED       NGS
 QG0181  HISTORY     - 1971     GOOD             NGS
 QG0181
 QG0181                          STATION DESCRIPTION
 QG0181
 QG0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 QG0181'1.5 MI SW FROM ISLAND FALLS.
 QG0181'1.9 MILES SOUTHERLY ON U.S. HIGHWAY 2 FROM THE POST OFFICE IN
 QG0181'ISLAND FALLS, THENCE RIGHT, NORTHWEST, ON BELVEDERE RD. FOR 1.5
 QG0181'MILES TO TOP OF GRADE AND FARM BUILDINGS OF MR. JOHN MC CLELLAN,
 QG0181'33 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY, 3-1/2 FEET NORTHEAST
 QG0181'OF FENCE, 32.384 FEET EAST-SOUTHEAST OF BELVEDERE 2 1970, AND
 QG0181'SET IN THE TOP OF A 10-INCH-DIAMETER, CONCRETE MONUMENT FLUSH
 QG0181'WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0182 ***********************************************************************
 QG0182  DESIGNATION -  BELVEDERE 2 RM 4
 QG0182  PID         -  QG0182
 QG0182  STATE/COUNTY-  ME/AROOSTOOK
 QG0182  USGS QUAD   -  CRYSTAL (1989)
 QG0182
 QG0182                         *CURRENT SURVEY CONTROL
 QG0182  ___________________________________________________________________
 QG0182* NAD 83(1986)-  45 59 46.     (N)    068 17 43.     (W)     SCALED    
 QG0182* NAVD 88     -       182.30   (meters)     598.1    (feet)  RESET     
 QG0182  ___________________________________________________________________
 QG0182  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 QG0182
 QG0182  VERT ORDER  -  THIRD
 QG0182
 QG0182.The horizontal coordinates were scaled from a topographic map and have
 QG0182.an estimated accuracy of +/- 6 seconds.
 QG0182
 QG0182.The orthometric height was computed from unverified reset data.
 QG0182
 QG0182.The geoid height was determined by GEOID03.
 QG0182
 QG0182;                    North         East    Units  Estimated Accuracy
 QG0182;SPC ME E     -   258,860.      315,860.      MT  (+/- 180 meters Scaled)
 QG0182
 QG0182                          SUPERSEDED SURVEY CONTROL
 QG0182
 QG0182.No superseded survey control is available for this station.
 QG0182
 QG0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL545938(NAD 83)
 QG0182_MARKER: DR = REFERENCE MARK DISK
 QG0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0182_STAMPING: BELVEDERE 2 NO 4 1970
 QG0182_MARK LOGO: CGS   
 QG0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0182+STABILITY: SURFACE MOTION
 QG0182
 QG0182  HISTORY     - Date     Condition        Report By
 QG0182  HISTORY     - 1970     MONUMENTED       NGS
 QG0182  HISTORY     - 1971     GOOD             NGS
 QG0182
 QG0182                          STATION DESCRIPTION
 QG0182
 QG0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 QG0182'1.5 MI SW FROM ISLAND FALLS.
 QG0182'1.9 MILES SOUTHERLY ON U.S. HIGHWAY 2 FROM THE POST OFFICE IN
 QG0182'ISLAND FALLS, THENCE RIGHT, NORTHWEST, ON BELVEDERE RD. FOR 1.5
 QG0182'MILES TO TOP OF GRADE AND FARM BUILDINGS OF MR. JOHN MC CLELLAN,
 QG0182'32 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY, 45 FEET SOUTHEAST
 QG0182'OF NORTHEAST CORNER OF A TRACTOR GARAGE, DIRECTLY ACROSS ROAD
 QG0182'FROM MAILBOX, 32.6 FEET WEST-NORTHWEST OF BELVEDERE 2 1970,
 QG0182'AND SET IN THE TOP OF A 10-INCH-DIAMETER, CONCRETE MONUMENT
 QG0182'FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0183 ***********************************************************************
 QG0183  DESIGNATION -  BELVEDERE AZ MK 1959 1970
 QG0183  PID         -  QG0183
 QG0183  STATE/COUNTY-  ME/AROOSTOOK
 QG0183  USGS QUAD   -  CRYSTAL (1989)
 QG0183
 QG0183                         *CURRENT SURVEY CONTROL
 QG0183  ___________________________________________________________________
 QG0183* NAD 83(1986)-  45 59 53.     (N)    068 17 53.     (W)     SCALED    
 QG0183* NAVD 88     -       180.459  (meters)     592.06   (feet)  ADJUSTED  
 QG0183  ___________________________________________________________________
 QG0183  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 QG0183  DYNAMIC HT  -         180.467 (meters)     592.08  (feet)  COMP
 QG0183  MODELED GRAV-     980,654.3   (mgal)                       NAVD 88
 QG0183
 QG0183  VERT ORDER  -  SECOND    CLASS 0
 QG0183
 QG0183.The horizontal coordinates were scaled from a topographic map and have
 QG0183.an estimated accuracy of +/- 6 seconds.
 QG0183
 QG0183.The orthometric height was determined by differential leveling
 QG0183.and adjusted by the National Geodetic Survey in June 1991..
 QG0183
 QG0183.The geoid height was determined by GEOID03.
 QG0183
 QG0183.The dynamic height is computed by dividing the NAVD 88
 QG0183.geopotential number by the normal gravity value computed on the
 QG0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0183.degrees latitude (g = 980.6199 gals.).
 QG0183
 QG0183.The modeled gravity was interpolated from observed gravity values.
 QG0183
 QG0183;                    North         East    Units  Estimated Accuracy
 QG0183;SPC ME E     -   259,080.      315,640.      MT  (+/- 180 meters Scaled)
 QG0183
 QG0183                          SUPERSEDED SURVEY CONTROL
 QG0183
 QG0183  NGVD 29 (??/??/92)  180.63   (m)          592.6    (f) COMPUTED    2 0
 QG0183
 QG0183.Superseded values are not recommended for survey control.
 QG0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0183.See file dsdata.txt to determine how the superseded data were derived.
 QG0183
 QG0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL543940(NAD 83)
 QG0183_MARKER: DZ = AZIMUTH MARK DISK
 QG0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0183_STAMPING: BELVEDERE 1959 1970
 QG0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0183+STABILITY: SURFACE MOTION
 QG0183
 QG0183  HISTORY     - Date     Condition        Report By
 QG0183  HISTORY     - 1970     MONUMENTED       NGS
 QG0183  HISTORY     - 1970     GOOD             NGS
 QG0183
 QG0183                          STATION DESCRIPTION
 QG0183
 QG0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 QG0183'3 MI SW FROM ISLAND FALLS.
 QG0183'1.9 MILES SOUTH FROM THE POST OFFICE IN ISLAND FALLS ON U.S.
 QG0183'HIGHWAY 2, THENCE WEST 1.55 MILES ON BELVEDERE ROAD, 26 FEET
 QG0183'NORTHEAST OF CENTER LINE OF HIGHWAY, 44 FEET NORTHWEST OF CENTER
 QG0183'LINE OF A T-ROAD NORTHEAST, 3 FEET SOUTHEAST OF POWER POLE NO. 20,
 QG0183'2 FEET SOUTHEAST OF A METAL WITNESS POST, 3 FEET NORTHEAST OF
 QG0183'EDGE OF LOW CUTBANK, 3 FEET ABOVE HIGHWAY LEVEL, 0.1 MILE
 QG0183'NORTHWEST OF STATION BELVEDERE 2 1970, AND SET IN THE TOP OF A
 QG0183'12-INCH-SQUARE, CONCRETE MONUMENT PROJECTING 4 INCHES FROM
 QG0183'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0177 ***********************************************************************
 QG0177  DESIGNATION -  BELVEDERE RM 1
 QG0177  PID         -  QG0177
 QG0177  STATE/COUNTY-  ME/AROOSTOOK
 QG0177  USGS QUAD   -  CRYSTAL (1989)
 QG0177
 QG0177                         *CURRENT SURVEY CONTROL
 QG0177  ___________________________________________________________________
 QG0177* NAD 83(1986)-  45 59 47.     (N)    068 17 43.     (W)     SCALED    
 QG0177* NAVD 88     -       182.539  (meters)     598.88   (feet)  ADJUSTED  
 QG0177  ___________________________________________________________________
 QG0177  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 QG0177  DYNAMIC HT  -         182.547 (meters)     598.91  (feet)  COMP
 QG0177  MODELED GRAV-     980,654.3   (mgal)                       NAVD 88
 QG0177
 QG0177  VERT ORDER  -  SECOND    CLASS 0
 QG0177
 QG0177.The horizontal coordinates were scaled from a topographic map and have
 QG0177.an estimated accuracy of +/- 6 seconds.
 QG0177
 QG0177.The orthometric height was determined by differential leveling
 QG0177.and adjusted by the National Geodetic Survey in June 1991..
 QG0177
 QG0177.The geoid height was determined by GEOID03.
 QG0177
 QG0177.The dynamic height is computed by dividing the NAVD 88
 QG0177.geopotential number by the normal gravity value computed on the
 QG0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0177.degrees latitude (g = 980.6199 gals.).
 QG0177
 QG0177.The modeled gravity was interpolated from observed gravity values.
 QG0177
 QG0177;                    North         East    Units  Estimated Accuracy
 QG0177;SPC ME E     -   258,890.      315,860.      MT  (+/- 180 meters Scaled)
 QG0177
 QG0177                          SUPERSEDED SURVEY CONTROL
 QG0177
 QG0177  NGVD 29 (??/??/92)  182.711  (m)          599.44   (f) ADJ UNCH    2 0
 QG0177
 QG0177.Superseded values are not recommended for survey control.
 QG0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0177.See file dsdata.txt to determine how the superseded data were derived.
 QG0177
 QG0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL545938(NAD 83)
 QG0177_MARKER: DR = REFERENCE MARK DISK
 QG0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0177_STAMPING: BELVEDERE NO 1 1959
 QG0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0177+STABILITY: SURFACE MOTION
 QG0177
 QG0177  HISTORY     - Date     Condition        Report By
 QG0177  HISTORY     - 1959     MONUMENTED       CGS
 QG0177  HISTORY     - 1970     GOOD             NGS
 QG0177  HISTORY     - 1971     GOOD             NGS
 QG0177
 QG0177                          STATION DESCRIPTION
 QG0177
 QG0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 QG0177'3 MI SW FROM ISLAND FALLS.
 QG0177'1.9 MILES SOUTH FROM THE POST OFFICE IN ISLAND FALLS ON U.S.
 QG0177'HIGHWAY 2, THENCE WEST 1.45 MILES ON BELVEDERE ROAD, ACROSS ROAD
 QG0177'FROM FARM HOME OF MR. JOHN MC CLELLAN, 52 FEET EAST OF NORTHEAST
 QG0177'CORNER OF TRACTOR GARAGE, 32.7 FEET NORTHWEST OF BELVEDERE 2 1970,
 QG0177'13 FEET NORTHEAST OF BELVEDERE 2 RM NO. 4, AND ABOUT 1 FOOT UNDER
 QG0177'THE SLOPING SHOULDER OF THE NEWLY-WIDENED ROAD, SET IN THE TOP
 QG0177'OF A 12-INCH-SQUARE, CONCRETE MONUMENT.
 QG0177
 QG0177                          STATION RECOVERY (1971)
 QG0177
 QG0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 QG0177'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0147 ***********************************************************************
 RF0147  DESIGNATION -  BENNETT
 RF0147  PID         -  RF0147
 RF0147  STATE/COUNTY-  ME/AROOSTOOK
 RF0147  USGS QUAD   -  OAKFIELD (1986)
 RF0147
 RF0147                         *CURRENT SURVEY CONTROL
 RF0147  ___________________________________________________________________
 RF0147* NAD 83(1986)-  46 06 43.     (N)    068 08 03.     (W)     SCALED    
 RF0147* NAVD 88     -       172.797  (meters)     566.92   (feet)  ADJUSTED  
 RF0147  ___________________________________________________________________
 RF0147  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 RF0147  DYNAMIC HT  -         172.803 (meters)     566.94  (feet)  COMP
 RF0147  MODELED GRAV-     980,650.3   (mgal)                       NAVD 88
 RF0147
 RF0147  VERT ORDER  -  SECOND    CLASS 0
 RF0147
 RF0147.The horizontal coordinates were scaled from a topographic map and have
 RF0147.an estimated accuracy of +/- 6 seconds.
 RF0147
 RF0147.The orthometric height was determined by differential leveling
 RF0147.and adjusted by the National Geodetic Survey in June 1991..
 RF0147
 RF0147.The geoid height was determined by GEOID03.
 RF0147
 RF0147.The dynamic height is computed by dividing the NAVD 88
 RF0147.geopotential number by the normal gravity value computed on the
 RF0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0147.degrees latitude (g = 980.6199 gals.).
 RF0147
 RF0147.The modeled gravity was interpolated from observed gravity values.
 RF0147
 RF0147;                    North         East    Units  Estimated Accuracy
 RF0147;SPC ME E     -   271,780.      328,280.      MT  (+/- 180 meters Scaled)
 RF0147
 RF0147                          SUPERSEDED SURVEY CONTROL
 RF0147
 RF0147  NGVD 29 (??/??/92)  172.98   (m)          567.5    (f) COMPUTED    2 0
 RF0147
 RF0147.Superseded values are not recommended for survey control.
 RF0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0147.See file dsdata.txt to determine how the superseded data were derived.
 RF0147
 RF0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM669068(NAD 83)
 RF0147_MARKER: DB = BENCH MARK DISK
 RF0147_SETTING: 80 = SET IN A BOULDER
 RF0147_SP_SET: BOULDER
 RF0147_STAMPING: 567.492 BENNETT 1933
 RF0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0147+STABILITY: SURFACE MOTION
 RF0147
 RF0147  HISTORY     - Date     Condition        Report By
 RF0147  HISTORY     - 1933     MONUMENTED       CGS
 RF0147  HISTORY     - 1933     GOOD             NGS
 RF0147
 RF0147                          STATION DESCRIPTION
 RF0147
 RF0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 RF0147'1.5 MI NE FROM OAKFIELD.
 RF0147'1.5 MILES NORTHEAST ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 RF0147'THE STATION AT OAKFIELD, AROOSTOOK COUNTY, 0.3 MILE EAST OF THE
 RF0147'EAST BRANCH OF THE SWITCH FORMING A Y AT ASHLAND JUNCTION, 130
 RF0147'FEET EAST OF MILEPOST 150, 17 YARDS SOUTH OF THE CENTER LINE OF
 RF0147'THE TRACK, IN THE TOP OF A BOULDER PROJECTING ABOUT 2-1/2 FEET
 RF0147'ABOVE THE GROUND, AND ABOUT 6 FEET BELOW THE TOP OF THE RAIL.  A
 RF0147'STANDARD DISK, STAMPED 567.492 BENNETT 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1462 ***********************************************************************
 PE1462  CBN         -  This is a Cooperative Base Network Control Station.
 PE1462  DESIGNATION -  BENTON
 PE1462  PID         -  PE1462
 PE1462  STATE/COUNTY-  ME/KENNEBEC
 PE1462  USGS QUAD   -  FAIRFIELD (1988)
 PE1462
 PE1462                         *CURRENT SURVEY CONTROL
 PE1462  ___________________________________________________________________
 PE1462* NAD 83(1996)-  44 35 59.59395(N)    069 35 12.83803(W)     ADJUSTED  
 PE1462* NAVD 88     -        44.026  (meters)     144.44   (feet)  ADJUSTED  
 PE1462  ___________________________________________________________________
 PE1462  X           -   1,586,606.232 (meters)                     COMP
 PE1462  Y           -  -4,263,271.693 (meters)                     COMP
 PE1462  Z           -   4,455,811.194 (meters)                     COMP
 PE1462  LAPLACE CORR-           3.47  (seconds)                    DEFLEC99
 PE1462  ELLIP HEIGHT-          18.34  (meters)          (04/26/01) GPS OBS
 PE1462  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 PE1462  DYNAMIC HT  -          44.024 (meters)     144.44  (feet)  COMP
 PE1462  MODELED GRAV-     980,564.7   (mgal)                       NAVD 88
 PE1462  OBS GRAVITY -     980,564.7   (mgal)                       GRAV_OBS
 PE1462
 PE1462  HORZ ORDER  -  A
 PE1462  VERT ORDER  -  FIRST     CLASS I
 PE1462  ELLP ORDER  -  FOURTH    CLASS I
 PE1462
 PE1462.The horizontal coordinates were established by GPS observations
 PE1462.and adjusted by the National Geodetic Survey in April 2001..
 PE1462
 PE1462.The orthometric height was determined by differential leveling
 PE1462.and adjusted by the National Geodetic Survey in June 1991..
 PE1462
 PE1462.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PE1462
 PE1462.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1462
 PE1462.The ellipsoidal height was determined by GPS observations
 PE1462.and is referenced to NAD 83.
 PE1462
 PE1462.The geoid height was determined by GEOID03.
 PE1462
 PE1462.The dynamic height is computed by dividing the NAVD 88
 PE1462.geopotential number by the normal gravity value computed on the
 PE1462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1462.degrees latitude (g = 980.6199 gals.).
 PE1462
 PE1462.The modeled gravity was interpolated from observed gravity values.
 PE1462.The observed gravity was obtained from relative gravimeter ties
 PE1462.to the IGSN71 gravity network.
 PE1462
 PE1462;                    North         East     Units Scale Factor Converg.
 PE1462;SPC ME W     -   196,432.973   946,028.317   MT  0.99999271   +0 24 25.5
 PE1462;SPC ME E     -   104,258.967   213,715.627   MT  0.99999153   -0 45 47.6
 PE1462;UTM  19      - 4,938,672.008   453,422.532   MT  0.99962668   -0 24 43.6
 PE1462
 PE1462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1462!SPC ME W     -   0.99999712  x   0.99999271  =   0.99998983
 PE1462!SPC ME E     -   0.99999712  x   0.99999153  =   0.99998865
 PE1462!UTM  19      -   0.99999712  x   0.99962668  =   0.99962381
 PE1462
 PE1462|---------------------------------------------------------------------|
 PE1462| PID    Reference Object                     Distance      Geod. Az  |
 PE1462|                                                           dddmmss.s |
 PE1462| CE7775 BENTON RM 1                          15.304 METERS 01000     |
 PE1462| CE7774 BENTON AZ MK                                       1184538.7 |
 PE1462| PE2502 WATERVILLE CATV MAST                APPROX. 3.9 KM 2520836.6 |
 PE1462| CE7776 BENTON RM 2                          14.938 METERS 28151     |
 PE1462| PE2493 FAIRFIELD SANITARIUM TANK           APPROX. 1.6 KM 2975045.3 |
 PE1462|---------------------------------------------------------------------|
 PE1462
 PE1462                          SUPERSEDED SURVEY CONTROL
 PE1462
 PE1462  NAD 83(1996)-  44 35 59.59554(N)    069 35 12.84126(W) AD(       ) 2
 PE1462  NAD 83(1992)-  44 35 59.59411(N)    069 35 12.83732(W) AD(       ) 2
 PE1462  NAD 83(1986)-  44 35 59.59942(N)    069 35 12.84507(W) AD(       ) 2
 PE1462  NAD 27      -  44 35 59.35720(N)    069 35 14.67540(W) AD(       ) 2
 PE1462  NAVD 88 (04/26/01)   44.03   (m)          144.5    (f) LEVELING    3  
 PE1462  NGVD 29 (??/??/92)   44.227  (m)          145.10   (f) ADJ UNCH    1 1
 PE1462
 PE1462.Superseded values are not recommended for survey control.
 PE1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1462.See file dsdata.txt to determine how the superseded data were derived.
 PE1462
 PE1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK5342338672(NAD 83)
 PE1462_MARKER: DS = TRIANGULATION STATION DISK
 PE1462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1462_STAMPING: BENTON 1958
 PE1462_MARK LOGO: CGS   
 PE1462_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PE1462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1462+STABILITY: SURFACE MOTION
 PE1462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE1462+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2000
 PE1462
 PE1462  HISTORY     - Date     Condition        Report By
 PE1462  HISTORY     - 1958     MONUMENTED       CGS
 PE1462  HISTORY     - 1966     GOOD             CGS
 PE1462  HISTORY     - 1966     GOOD             NGS
 PE1462  HISTORY     - 1973     GOOD             NGS
 PE1462  HISTORY     - 1973     GOOD             NGS
 PE1462  HISTORY     - 1974     GOOD             NGS
 PE1462  HISTORY     - 1986     GOOD
 PE1462  HISTORY     - 20000712 GOOD             MEDT
 PE1462
 PE1462                          STATION DESCRIPTION
 PE1462
 PE1462'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 PE1462'STATION IS LOCATED ABOUT 1 MILE NORTHEAST OF FAIRFIELD, 0.75
 PE1462'MILE NORTH OF BENTON STATION, 0.25 MILE EAST OF THE KENNEBEC
 PE1462'RIVER AND ON THE OUTSIDE OF FENCE OF SOUTHEAST CORNER OF
 PE1462'CEMETERY.  STATION IS 3-1/2 FEET SOUTHEAST OF SOUTHEAST FENCE
 PE1462'CORNER AND 50 PACES SOUTH OF CEMETERY GATE.  THE MARK IS SET
 PE1462'FLUSH AND THE DISK IS STAMPED BENTON 1958.
 PE1462'
 PE1462'R.M. NO. 1 IS 49 FEET NORTH OF SOUTHEAST FENCE CORNER AND 1-1/2
 PE1462'FEET EAST OF FENCE.  THE MARK IS SET FLUSH WITH THE GROUND AND
 PE1462'THE DISK IS STAMPED BENTON RM 1 1958.
 PE1462'
 PE1462'R.M. NO. 2 IS 47-1/2 FEET WEST OF THE SOUTHEAST FENCE CORNER
 PE1462'AND 1-1/2 FEET SOUTH OF FENCE.  THE MARK IS SET FLUSH WITH THE
 PE1462'GROUND AND THE DISK IS STAMPED BENTON RM 2 1958.
 PE1462'
 PE1462'AZIMUTH MARK IS 0.85 MILE NORTH OF BENTON CORNER MARKET ON
 PE1462'RIGHT, (ON ROUTE TO STATION).  IT IS 25 FEET EAST OF CENTERLINE
 PE1462'OF ROAD, 3-1/2 FEET SOUTH OF HIGH-LINE POLE, 110 FEET NORTH OF
 PE1462'DRIVEWAY AND 4 FEET WEST OF BRUSH AREA.  THE MARK PROJECTS 6
 PE1462'INCHES AND THE DISK IS STAMPED BENTON 1958.
 PE1462'
 PE1462'TO REACH FROM THE EAST BRIDGE OVER THE KENNEBEC RIVER IN THE EAST
 PE1462'PART FAIRFIELD, GO EAST ON STATE HIGHWAYS 11, 100 AND 139 FOR 0.3
 PE1462'MILE TO SIDE ROAD LEFT AT BENTON CORNER MARKET.  TURN LEFT AND GO
 PE1462'NORTH FOR 0.5 MILE TO RAILROAD CROSSING, CONTINUE NORTH FOR 0.35
 PE1462'MILE TO AZIMUTH MARK ON RIGHT, CONTINUE NORTH FOR 0.05 MILE TO
 PE1462'SIDE ROAD LEFT AND THE ENTRANCE TO CEMETERY, TURN LEFT AND GO
 PE1462'WEST 0.15 MILE TO GATE TO ENTRANCE TO CEMETERY, TURN LEFT AND
 PE1462'GO SOUTH ABOUT 50 PACES TO STATION SITE AS DESCRIBED.
 PE1462'
 PE1462'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 PE1462
 PE1462                          STATION RECOVERY (1966)
 PE1462
 PE1462'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (RRG)
 PE1462'RECOVERED IN GOOD CONDITION, THE DESCRIPTION IS ADEQUATE.
 PE1462
 PE1462                          STATION RECOVERY (1966)
 PE1462
 PE1462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 PE1462'1.2 MI NE FROM FAIRFIELD.
 PE1462'ABOUT 0.6 MILE NORTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM
 PE1462'THE SOUTHWEST END OF THE RAILROAD BRIDGE OVER THE KENNEBEC RIVER,
 PE1462'THENCE ABOUT 0.45 MILE NORTH ALONG RIVER ROAD, THENCE ABOUT 0.15
 PE1462'MILE WEST ALONG A DIRT ROAD, NEAR THE SOUTH CORNER OF A CEMETERY,
 PE1462'142 1/2 FEET SOUTH-SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 PE1462'64.0 FEET SOUTH OF THE SOUTH CORNER OF A HEADSTONE WITH THE NAME
 PE1462'BURGESS CAST INTO IT, 3 FEET SOUTHEAST OF A FENCE CORNER, 3.8
 PE1462'FEET EAST OF A STEEL WITNESS POST, AND SET IN THE TOP OF A
 PE1462'CONCRETE POST FLUSH WITH THE GROUND.
 PE1462
 PE1462                          STATION RECOVERY (1973)
 PE1462
 PE1462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (GWP)
 PE1462'THE STATION AND REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 PE1462'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE DISTANCE TO
 PE1462'REFERENCE MARK 1 IS NOTED TO BE SHORTER BY 0.009 METER.  REFERENCE
 PE1462'MARK 2 IS NOTED TO BE SHORTER BY 0.011 METER.  IT WAS APPARENT
 PE1462'THAT THE ORIGINAL MEASURMENTS TO THE REFERENCE MARKS WERE
 PE1462'MEASURED OVER THE SLOPE OF THE GROUND AND WERE INCORRECT.  THE
 PE1462'ORIGINAL MEASUREMENTS WERE VERIFIED BY MEASURING OVER THE
 PE1462'SLOPE.
 PE1462'
 PE1462'A COMPLETE NEW DESCRIPTION FOLLOWS.
 PE1462'
 PE1462'THE STATION IS LOCATED ABOUT 1.2 MILES NORTHEAST OF FAIRFIELD,
 PE1462'AT THE SITE OF AN OLD CEMETERY OWNED BY THE CITY OF FAIRFIELD.
 PE1462'
 PE1462'TO REACH FROM THE POST OFFICE IN FAIRFIELD, GO NORTHERLY ON
 PE1462'MAIN ST. FOR 0.1 MILE TO THE JUNCTION OF U.S. HIGHWAY 201 AND
 PE1462'STATE ROAD 11, 100 AND STATE HIGHWAY 139.  TURN RIGHT AND GO
 PE1462'EASTERLY ON STATE HIGHWAY 139 FOR 0.4 MILE TO A CROSSROAD AND
 PE1462'A SIGNAL LIGHT.  TURN LEFT AND GO NORTH ON BENTON AVENUE FOR
 PE1462'0.45 MILE TO A RAILROAD CROSSING.  CONTINUE AHEAD ON BENTON
 PE1462'AVENUE FOR 0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT AT POWER
 PE1462'POLE NUMBER 31.  CONTINUE AHEAD FOR 0.05 MILE TO A TRACK
 PE1462'ROAD ON THE LEFT.  TURN LEFT AND FOLLOW THE TRACK ROAD FOR
 PE1462'0.15 MILE TO THE ENTRANCE TO A CEMETERY AND THE STATION AS
 PE1462'DESCRIBED.
 PE1462'
 PE1462'STATION MARK IS A STANDARD DISK STAMPED BENTON 1958, SET IN THE
 PE1462'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 PE1462'GROUND SURFACE.  IT IS 4.2 FEET SOUTHEAST OF A METAL WITNESS POST,
 PE1462'AND 3.4 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 PE1462'CEMETERY.
 PE1462'
 PE1462'REFERENCE MARK 1, A STANDARD DISK STAMPED BENTON NO 1 1958, SET
 PE1462'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS -3 INCHES
 PE1462'BELOW THE GROUND SURFACE.  IT IS 93.5 FEET SOUTH-SOUTHWEST OF THE
 PE1462'CENTER OF A GATE AT THE ENTRANCE TO THE CEMETERY, 48.2 FEET
 PE1462'NORTH-NORTHEAST OF THE SOUTHEAST FENCE CORNER OF THE CEMETERY,
 PE1462'AND 1 FOOT EAST-SOUTHEAST OF THE FENCELINE.
 PE1462'
 PE1462'REFERENCE MARK 2, A STANDARD DISK STAMPED BENTON NO 2 1958, IS
 PE1462'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 PE1462'WITH THE GROUND SURFACE.  IT IS 47 FEET NORTHWEST OF THE SOUTHEAST
 PE1462'FENCE CORNER, 45.4 FEET NORTHWEST OF A METAL WITNESS POST, AND
 PE1462'1.8 FEET SOUTH-SOUTHWEST OF THE FENCELINE.
 PE1462'
 PE1462'AZIMUTH MARK IS A STANDARD DISK STAMPED BENTON 1958, SET IN THE
 PE1462'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS -8 INCHES BELOW
 PE1462'THE GROUND SURFACE.  IT IS 25 FEET EAST-SOUTHEAST OF THE CENTER
 PE1462'LINE OF BENTON AVENUE, 8.6 FEET SOUTHWEST OF THE CENTER OF A
 PE1462'GRAVELED DRIVEWAY, AND 6.8 FEET EAST-NORTHEAST OF POWER POLE
 PE1462'NUMBER 31.
 PE1462'
 PE1462'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PE1462'1.2 MILES NORTHEAST OF FAIRFIELD.
 PE1462
 PE1462                          STATION RECOVERY (1973)
 PE1462
 PE1462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 PE1462'RECOVERED IN GOOD CONDITION.
 PE1462
 PE1462                          STATION RECOVERY (1974)
 PE1462
 PE1462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RCA)
 PE1462'THE STATION, REFERENCE MARKS, AND AZIMUTH MARK WERE FOUND IN GOOD
 PE1462'CONDITION, BUT DUE TO CHANGES IN THE AREA A NEW DESCRIPTION FOLLOWS.
 PE1462'
 PE1462'THE STATION IS LOCATED IN THE TOWN OF BENTON IN THE WESTERN
 PE1462'PART.  IT IS EAST OF THE KENNEBEC RIVER AND WEST OF BENTON
 PE1462'AVENUE.  IT IS 1 MILE NORTHEAST OF FAIRFIELD AND 4 MILES SOUTHWEST
 PE1462'OF CLINTON.
 PE1462'
 PE1462'TO REACH FROM THE POST OFFICE IN FAIRFIELD, GO NORTH ON MAIN
 PE1462'STREET FOR 0.1 MILE TO THE JUNCTION OF U.S. ROUTE 201 AND STATE
 PE1462'ROUTES 11 AND 100 AND 139.  TURN RIGHT AND GO EAST FOLLOWING
 PE1462'ROUTES 11, 100 AND 139 FOR 0.4 MILES TO A CROSSROAD (BENTON AVENUE
 PE1462'AND BANGOR ROAD).  TURN LEFT, GO NORTHERLY FOLLOWING BENTON
 PE1462'AVENUE FOR 0.45 MILES TO A RAILROAD CROSSING.  CONTINUE NORTH FOR
 PE1462'0.35 MILES TO AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH FOR
 PE1462'0.05 MILES TO SIDE ROAD LEFT AND THE ENTRANCE TO THE CEMETARY,
 PE1462'TURN LEFT AND GO WEST 0.15 MILES TO THE GATE TO THE ENTRANCE TO
 PE1462'THE CEMETARY, TURN LEFT AND GO SOUTH ABOUT 50 PACES TO THE
 PE1462'STATION SITE AS DESCRIBED.
 PE1462'
 PE1462'THE STATION IS A STANDARD USC AND GS MARK SET IN A SQUARE
 PE1462'CONCRETE POST STAMPED--BENTON 1958, AND IS FLUSH WITH THE TOP
 PE1462'OF THE GROUND.  THE STATION IS 3.2 FEET SOUTH-SOUTHEAST OF THE
 PE1462'CORNER OF THE FENCE, AND 4.0 FEET SOUTHEAST OF THE METAL WITNESS
 PE1462'POST, AND 129 FEET WEST-NORTHWEST OF A FENCE RUNNING
 PE1462'NORTH-NORTHEAST AND SOUTH-SOUTHWEST, AND 143.1 FEET
 PE1462'SOUTH-SOUTHWEST OF A TRACK ROAD, AND 158.6 FEET NORTH-NORTHEAST
 PE1462'OF A FENCE RUNNING WEST-NORTHWEST AND EAST-SOUTHEAST.
 PE1462'
 PE1462'REFERENCE MARK 1 IS A STANDARD USC AND GS REFERENCE MARK SET IN
 PE1462'A SQUARE CONCRETE POST AND STAMPED--BENTON RM 1 1958.  IT IS 2
 PE1462'INCHES BELOW GROUND.  IT IS 1.2 FEET EAST-SOUTHEAST OF FENCE LINE,
 PE1462'AND 49.7 FEET NORTH-NORTHEAST OF A METAL WITNESS POST, AND 93.0
 PE1462'FEET SOUTH-SOUTHWEST OF THE TRACK ROAD, AND 130.6 FEET
 PE1462'WEST-NORTHWEST OF A FENCE RUNNING NORTH-NORTHEAST AND
 PE1462'SOUTH-SOUTHWEST.
 PE1462'
 PE1462'REFERENCE MARK 2 IS A STANDAARD USC AND GS REFERENCE MARK SET IN
 PE1462'A SQUARE CONCRETE POST STAMPED--BENTON RM 2 1958.  IT IS 1 INCH
 PE1462'BELOW THE TOP OF THE GROUND.  IT IS 1.9 FEET SOUTH-SOUTHWEST OF
 PE1462'THE FENCE LINE, AND 45.1 FEET WEST-NORTHWEST OF A METAL WITNESS
 PE1462'POST, AND 159.2 FEET NORTH-NORTHEAST OF A FENCE RUNNING
 PE1462'WEST-NORTHWEST AND EAST-SOUTHEAST.
 PE1462'
 PE1462'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, WITH THE
 PE1462'ARROW POINTING TOWARD THE STATION, SET AT THE CENTER OF THE TOP
 PE1462'OF A SQUARE CONCRETE POST.  IT IS 0.85 MILES NORTH OF BENTON
 PE1462'CORNER MARKET ON THE RIGHT.  IT IS 0.6 FEET NORTH-NORTHEAST OF
 PE1462'THE FENCE LINE, AND 6.6 FEET NORTHEAST OF POWER LINE POLE NUMBER
 PE1462'31, AND 7.0 FEET SOUTH-SOUTHEAST OF A DRIVEWAY, AND 25.0 FEET
 PE1462'EAST-SOUTHEAST OF CENTERLINE OF THE HIGHWAY.  IT IS 8 INCHES
 PE1462'BELOW GROUND.
 PE1462'
 PE1462'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 PE1462'
 PE1462'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PE1462'1 MILE NORTHEAST OF FAIRFIELD.
 PE1462
 PE1462                          STATION RECOVERY (1986)
 PE1462
 PE1462'RECOVERED 1986
 PE1462'RECOVERED IN GOOD CONDITION.
 PE1462
 PE1462                          STATION RECOVERY (2000)
 PE1462
 PE1462'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 2000 (TL)
 PE1462'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1460 ***********************************************************************
 PE1460  DESIGNATION -  BENTON AZ MK
 PE1460  PID         -  PE1460
 PE1460  STATE/COUNTY-  ME/KENNEBEC
 PE1460  USGS QUAD   -  FAIRFIELD (1988)
 PE1460
 PE1460                         *CURRENT SURVEY CONTROL
 PE1460  ___________________________________________________________________
 PE1460* NAD 83(1986)-  44 35 59.     (N)    069 35 02.     (W)     SCALED    
 PE1460* NAVD 88     -        44.693  (meters)     146.63   (feet)  ADJUSTED  
 PE1460  ___________________________________________________________________
 PE1460  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 PE1460  DYNAMIC HT  -          44.691 (meters)     146.62  (feet)  COMP
 PE1460  MODELED GRAV-     980,564.7   (mgal)                       NAVD 88
 PE1460
 PE1460  VERT ORDER  -  FIRST     CLASS I
 PE1460
 PE1460.The horizontal coordinates were scaled from a topographic map and have
 PE1460.an estimated accuracy of +/- 6 seconds.
 PE1460
 PE1460.The orthometric height was determined by differential leveling
 PE1460.and adjusted by the National Geodetic Survey in June 1991..
 PE1460
 PE1460.The geoid height was determined by GEOID03.
 PE1460
 PE1460.The dynamic height is computed by dividing the NAVD 88
 PE1460.geopotential number by the normal gravity value computed on the
 PE1460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1460.degrees latitude (g = 980.6199 gals.).
 PE1460
 PE1460.The modeled gravity was interpolated from observed gravity values.
 PE1460
 PE1460;                    North         East    Units  Estimated Accuracy
 PE1460;SPC ME W     -   196,420.      946,270.      MT  (+/- 180 meters Scaled)
 PE1460
 PE1460                          SUPERSEDED SURVEY CONTROL
 PE1460
 PE1460  NGVD 29 (??/??/92)   44.894  (m)          147.29   (f) ADJ UNCH    1 1
 PE1460
 PE1460.Superseded values are not recommended for survey control.
 PE1460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1460.See file dsdata.txt to determine how the superseded data were derived.
 PE1460
 PE1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK536386(NAD 83)
 PE1460_MARKER: DZ = AZIMUTH MARK DISK
 PE1460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1460_STAMPING: BENTON 1958
 PE1460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1460+STABILITY: SURFACE MOTION
 PE1460
 PE1460  HISTORY     - Date     Condition        Report By
 PE1460  HISTORY     - 1958     MONUMENTED       CGS
 PE1460  HISTORY     - 1973     GOOD             NGS
 PE1460
 PE1460                          STATION DESCRIPTION
 PE1460
 PE1460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PE1460'1 MI NE FROM FAIRFIELD.
 PE1460'AZIMUTH MARK, IS A STANDARD DISK STAMPED BENTON 1958, SET IN
 PE1460'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT ABOUT -8 INCHES
 PE1460'BELOW THE SURFACE OF THE GROUND.  IT IS 25 FEET EAST-SOUTHEAST
 PE1460'OF THE CENTER LINE OF BENTON AVENUE, 8.6 FEET SOUTHWEST OF THE
 PE1460'CENTER OF A GRAVELED DRIVEWAY, AND 6.8 FEET EAST-NORTHEAST OF
 PE1460'POWER POLE NUMBER 31.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1461 ***********************************************************************
 PE1461  DESIGNATION -  BENTON RM 1
 PE1461  PID         -  PE1461
 PE1461  STATE/COUNTY-  ME/KENNEBEC
 PE1461  USGS QUAD   -  FAIRFIELD (1988)
 PE1461
 PE1461                         *CURRENT SURVEY CONTROL
 PE1461  ___________________________________________________________________
 PE1461* NAD 83(1986)-  44 35 59.     (N)    069 35 12.     (W)     SCALED    
 PE1461* NAVD 88     -        43.896  (meters)     144.02   (feet)  ADJUSTED  
 PE1461  ___________________________________________________________________
 PE1461  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 PE1461  DYNAMIC HT  -          43.894 (meters)     144.01  (feet)  COMP
 PE1461  MODELED GRAV-     980,564.7   (mgal)                       NAVD 88
 PE1461
 PE1461  VERT ORDER  -  FIRST     CLASS I
 PE1461
 PE1461.The horizontal coordinates were scaled from a topographic map and have
 PE1461.an estimated accuracy of +/- 6 seconds.
 PE1461
 PE1461.The orthometric height was determined by differential leveling
 PE1461.and adjusted by the National Geodetic Survey in June 1991..
 PE1461
 PE1461.The geoid height was determined by GEOID03.
 PE1461
 PE1461.The dynamic height is computed by dividing the NAVD 88
 PE1461.geopotential number by the normal gravity value computed on the
 PE1461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1461.degrees latitude (g = 980.6199 gals.).
 PE1461
 PE1461.The modeled gravity was interpolated from observed gravity values.
 PE1461
 PE1461;                    North         East    Units  Estimated Accuracy
 PE1461;SPC ME W     -   196,420.      946,050.      MT  (+/- 180 meters Scaled)
 PE1461
 PE1461                          SUPERSEDED SURVEY CONTROL
 PE1461
 PE1461  NGVD 29 (??/??/92)   44.097  (m)          144.67   (f) ADJ UNCH    1 1
 PE1461
 PE1461.Superseded values are not recommended for survey control.
 PE1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1461.See file dsdata.txt to determine how the superseded data were derived.
 PE1461
 PE1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK534386(NAD 83)
 PE1461_MARKER: DR = REFERENCE MARK DISK
 PE1461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1461_STAMPING: BENTON NO 1 1958
 PE1461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1461+STABILITY: SURFACE MOTION
 PE1461
 PE1461  HISTORY     - Date     Condition        Report By
 PE1461  HISTORY     - 1958     MONUMENTED       CGS
 PE1461  HISTORY     - 1966     GOOD             NGS
 PE1461  HISTORY     - 1973     GOOD             NGS
 PE1461
 PE1461                          STATION DESCRIPTION
 PE1461
 PE1461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE1461'1.2 MI NE FROM FAIRFIELD.
 PE1461'ABOUT 0.6 MILE NORTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM
 PE1461'THE SOUTHWEST END OF THE RAILROAD BRIDGE OVER THE KENNEBEC RIVER,
 PE1461'THENCE ABOUT 0.45 MILE NORTH ALONG RIVER ROAD, THENCE ABOUT 0.15
 PE1461'MILE WEST ALONG A DIRT ROAD, NEAR THE SOUTH CORNER OF A CEMETERY,
 PE1461'92 FEET SOUTH-SOUTHWEST OF THE CENTER LINE OF THE ROAD, 16 FEET
 PE1461'SOUTH-SOUTHEAST OF THE SOUTH CORNER OF A HEADSTONE WITH THE
 PE1461'NAME BURGESS CAST INTO IT, 50.0 FEET NORTH-NORTHEAST OF
 PE1461'TRIANGULATION STATION BENTON DESCRIBED, 1 FOOT EAST OF A FENCE
 PE1461'LINE, AND SET IN THE TOP OF A CONCRETE POST FLUSH.
 PE1461
 PE1461                          STATION RECOVERY (1973)
 PE1461
 PE1461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 PE1461'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1463 ***********************************************************************
 PE1463  DESIGNATION -  BENTON RM 2
 PE1463  PID         -  PE1463
 PE1463  STATE/COUNTY-  ME/KENNEBEC
 PE1463  USGS QUAD   -  FAIRFIELD (1988)
 PE1463
 PE1463                         *CURRENT SURVEY CONTROL
 PE1463  ___________________________________________________________________
 PE1463* NAD 83(1986)-  44 35 59.     (N)    069 35 12.     (W)     SCALED    
 PE1463* NAVD 88     -        44.194  (meters)     144.99   (feet)  ADJUSTED  
 PE1463  ___________________________________________________________________
 PE1463  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 PE1463  DYNAMIC HT  -          44.191 (meters)     144.98  (feet)  COMP
 PE1463  MODELED GRAV-     980,564.7   (mgal)                       NAVD 88
 PE1463
 PE1463  VERT ORDER  -  FIRST     CLASS I
 PE1463
 PE1463.The horizontal coordinates were scaled from a topographic map and have
 PE1463.an estimated accuracy of +/- 6 seconds.
 PE1463
 PE1463.The orthometric height was determined by differential leveling
 PE1463.and adjusted by the National Geodetic Survey in June 1991..
 PE1463
 PE1463.The geoid height was determined by GEOID03.
 PE1463
 PE1463.The dynamic height is computed by dividing the NAVD 88
 PE1463.geopotential number by the normal gravity value computed on the
 PE1463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1463.degrees latitude (g = 980.6199 gals.).
 PE1463
 PE1463.The modeled gravity was interpolated from observed gravity values.
 PE1463
 PE1463;                    North         East    Units  Estimated Accuracy
 PE1463;SPC ME W     -   196,420.      946,050.      MT  (+/- 180 meters Scaled)
 PE1463
 PE1463                          SUPERSEDED SURVEY CONTROL
 PE1463
 PE1463  NGVD 29 (??/??/92)   44.394  (m)          145.65   (f) ADJ UNCH    1 1
 PE1463
 PE1463.Superseded values are not recommended for survey control.
 PE1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1463.See file dsdata.txt to determine how the superseded data were derived.
 PE1463
 PE1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK534386(NAD 83)
 PE1463_MARKER: DR = REFERENCE MARK DISK
 PE1463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1463_STAMPING: BENTON NO 2 1958
 PE1463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1463+STABILITY: SURFACE MOTION
 PE1463
 PE1463  HISTORY     - Date     Condition        Report By
 PE1463  HISTORY     - 1958     MONUMENTED       CGS
 PE1463  HISTORY     - 1966     GOOD             NGS
 PE1463  HISTORY     - 1973     GOOD             NGS
 PE1463
 PE1463                          STATION DESCRIPTION
 PE1463
 PE1463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE1463'1.2 MI NE FROM FAIRFIELD.
 PE1463'ABOUT 0.6 MILE NORTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM
 PE1463'THE SOUTHWEST END OF THE RAILROAD BRIDGE OVER THE KENNEBEC RIVER,
 PE1463'THENCE 0.45 MILE NORTH ALONG RIVER ROAD, THENCE 0.15 MILE WEST
 PE1463'ALONG A DIRT ROAD, NEAR THE SOUTH CORNER OF A SMALL CEMETERY,
 PE1463'23 1/2 FEET SOUTH-SOUTHWEST OF THE CENTER LINE OF THE ROAD, 22.5
 PE1463'FEET SOUTH-SOUTHEAST OF THE HEADSTONE OF WILLIAM CROUSE, 48.9
 PE1463'FEET WEST OF THE STATION MARK DESCRIBED, 47 FEET WEST-NORTHWEST
 PE1463'OF A FENCE CORNER, 1 1/2 FEET SOUTH-SOUTHWEST OF A FENCE LINE,
 PE1463'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 PE1463
 PE1463                          STATION RECOVERY (1973)
 PE1463
 PE1463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 PE1463'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2357 ***********************************************************************
 OC2357  DESIGNATION -  BER 1908
 OC2357  PID         -  OC2357
 OC2357  STATE/COUNTY-  ME/YORK
 OC2357  USGS QUAD   -  DOVER EAST (1988)
 OC2357
 OC2357                         *CURRENT SURVEY CONTROL
 OC2357  ___________________________________________________________________
 OC2357* NAD 83(1996)-  43 14 00.32866(N)    070 48 04.23181(W)     ADJUSTED  
 OC2357* NAVD 88     -        90.     (meters)     295.     (feet)  SCALED    
 OC2357  ___________________________________________________________________
 OC2357  LAPLACE CORR-           3.39  (seconds)                    DEFLEC99
 OC2357  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 OC2357
 OC2357  HORZ ORDER  -  THIRD
 OC2357
 OC2357.The horizontal coordinates were established by classical geodetic methods
 OC2357.and adjusted by the National Geodetic Survey in March 1998..
 OC2357
 OC2357.The orthometric height was scaled from a topographic map.
 OC2357
 OC2357.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2357
 OC2357.The geoid height was determined by GEOID03.
 OC2357
 OC2357;                    North         East     Units Scale Factor Converg.
 OC2357;SPC ME W     -    44,641.502   848,459.471   MT  0.99999933   -0 26 04.7
 OC2357;UTM  19      - 4,788,311.669   353,744.596   MT  0.99986314   -1 14 02.3
 OC2357
 OC2357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2357!SPC ME W     -   0.99999011  x   0.99999933  =   0.99998944
 OC2357!UTM  19      -   0.99999011  x   0.99986314  =   0.99985325
 OC2357
 OC2357:                Primary Azimuth Mark                     Grid Az
 OC2357:SPC ME W     -  SCHOOL VENTILATOR                        184 45 16.1
 OC2357:UTM  19      -  SCHOOL VENTILATOR                        185 33 13.7
 OC2357
 OC2357|---------------------------------------------------------------------|
 OC2357| PID    Reference Object                     Distance      Geod. Az  |
 OC2357|                                                           dddmmss.s |
 OC2357| OC2351 SCHOOL VENTILATOR                   APPROX. 9.8 KM 1841911.4 |
 OC2357| OC2343 GRAY BARN CUPOLA                    APPROX. 6.7 KM 2074428.6 |
 OC2357| OC2356 S BERWICK ACAD LARGE STONE CUP      441.898 METERS 2165610.5 |
 OC2357| OC2333 DOVER FIRST PARISH CONG CH          APPROX. 7.5 KM 2312638.7 |
 OC2357| OC2522 DOVER CHURCH BALL SPIRE             APPROX. 7.6 KM 2325730.6 |
 OC2357| OC2523 DOVER TOWN HALL CUPOLA              APPROX. 7.4 KM 2333221.9 |
 OC2357| OC2334 DOVER LARGEST SMOKE CHIMNEY         APPROX. 7.2 KM 2344355.6 |
 OC2357| OC2336 DOVER ST JOHNS ME CH SPIRE          APPROX. 7.0 KM 2360445.3 |
 OC2357| OC2521 DOVER ST MARYS CATH CH SPIRE        APPROX. 7.3 KM 2380533.6 |
 OC2357| OC2338 GARRISON HILL HOUSE CUPOLA          APPROX. 6.0 KM 2432555.6 |
 OC2357| OC2348 YELLOW RED TOP CUPOLA               APPROX. 2.3 KM 2702730.6 |
 OC2357| OC2379 ROLLINSFORD ST MARYS CH SPIRE       APPROX. 1.7 KM 2831301.9 |
 OC2357| OC2581 SOMERSWORTH LARGE STANDPIPE         APPROX. 6.2 KM 2972532.3 |
 OC2357| OC2548 SOMERSWORTH SMALL STANDPIPE         APPROX. 6.3 KM 2985355.5 |
 OC2357| OC2549 N BERWICK PROM TALL CH SPIRE        APPROX. 6.3 KM 3002440.6 |
 OC2357| OC2354 SOUTH BERWICK LARGE BLACK TANK      APPROX. 0.8 KM 3090104.8 |
 OC2357|---------------------------------------------------------------------|
 OC2357
 OC2357                          SUPERSEDED SURVEY CONTROL
 OC2357
 OC2357  NAD 83(1992)-  43 14 00.32727(N)    070 48 04.23195(W) AD(       ) 3
 OC2357  NAD 83(1986)-  43 14 00.33163(N)    070 48 04.23829(W) AD(       ) 3
 OC2357  NAD 27      -  43 14 00.03200(N)    070 48 06.03400(W) AD(       ) 3
 OC2357
 OC2357.Superseded values are not recommended for survey control.
 OC2357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2357.See file dsdata.txt to determine how the superseded data were derived.
 OC2357
 OC2357_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH5374588312(NAD 83)
 OC2357
 OC2357  HISTORY     - Date     Condition        Report By
 OC2357  HISTORY     - 1908     MONUMENTED       CGS
 OC2357  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OC2357
 OC2357                          STATION DESCRIPTION
 OC2357
 OC2357'DESCRIBED BY COAST AND GEODETIC SURVEY 1908 (OBF)
 OC2357'ON THE TOP OF THE PROMINENT BARE HILL JUST SE OF THE TOWN OF
 OC2357'SOUTH BERWICK, ABOUT 100 METERS ALMOST DUE E OF THE RESERVOIR,
 OC2357'WHICH IS ON THE W SIDE OF THE HILL.  THE STATION IS NEAR THE E
 OC2357'SIDE OF THE LARGE FLAT TOP OF THE HILL, BUT ON THE HIGHEST PART.
 OC2357'
 OC2357'THE STATION IS MARKED BY A 1/2-INCH DRILL HOLE IN A LARGE ROCK
 OC2357'JUST VISIBLE ABOVE THE SURFACE OF THE GROUND.  A HIGHER ROCK
 OC2357'PROJECTS ABOVE THE STATION MARK ABOUT 1-1/2 FEET NW OF IT.
 OC2357'
 OC2357'TWO ROCKS BARELY VISIBLE ARE, RESPECTIVELY, 4.85 METERS FROM THE
 OC2357'STATION, IN AZIMUTH 268 DEG 01 MIN AND 6.31 METERS FROM THE
 OC2357'STATION, IN AZIMUTH 318 DEG 41 MIN.  THE LARGE STONE BUILDING OF
 OC2357'SOUTH BERWICK ACADEMY IS JUST SW OF THE HILL.  A PROMINENT TREE
 OC2357'ON THE S EDGE OF THE FLAT TOP OF THE HILL IS ABOUT MIDWAY BETWEEN
 OC2357'THE LINES TO TRIANGULATION STATIONS DOVER AND FORT.
 OC2357
 OC2357                          STATION RECOVERY (1943)
 OC2357
 OC2357'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 OC2357'STATION WAS NOT RECOVERED.  ABOUT 6 YEARS AGO THIS HILL WAS PLOWED
 OC2357'UP AND CULTIVATED.  A LARGE PILE OF ROCK WAS FOUND THAT HAD BEEN
 OC2357'CLEANED OFF THE TOP OF THE HILL AND THIS STATION WAS DESTROYED.
 OC2357'
 OC2357'IT IS RECOMMENDED THAT THIS STATION BE CLASSIFIED AS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2423 ***********************************************************************
 PE2423  DESIGNATION -  BERDEN MEDOT 1974
 PE2423  PID         -  PE2423
 PE2423  STATE/COUNTY-  ME/KENNEBEC
 PE2423  USGS QUAD   -  EAST PITTSTON (1970)
 PE2423
 PE2423                         *CURRENT SURVEY CONTROL
 PE2423  ___________________________________________________________________
 PE2423* NAD 83(1996)-  44 08 47.91333(N)    069 44 35.24863(W)     ADJUSTED  
 PE2423* NAVD 88     -        64.8    (meters)     213.     (feet)  VERTCON   
 PE2423  ___________________________________________________________________
 PE2423  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 PE2423  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 PE2423
 PE2423  HORZ ORDER  -  SECOND
 PE2423
 PE2423.The horizontal coordinates were established by classical geodetic methods
 PE2423.and adjusted by the National Geodetic Survey in March 1998..
 PE2423
 PE2423.The NAVD 88 height was computed by applying the VERTCON shift value to
 PE2423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PE2423
 PE2423.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2423
 PE2423.The geoid height was determined by GEOID03.
 PE2423
 PE2423;                    North         East     Units Scale Factor Converg.
 PE2423;SPC ME W     -   145,994.038   933,885.794   MT  0.99998078   +0 17 42.0
 PE2423;UTM  19      - 4,888,428.771   440,567.532   MT  0.99964344   -0 31 03.4
 PE2423
 PE2423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2423!SPC ME W     -   0.99999389  x   0.99998078  =   0.99997467
 PE2423!UTM  19      -   0.99999389  x   0.99964344  =   0.99963733
 PE2423
 PE2423|---------------------------------------------------------------------|
 PE2423| PID    Reference Object                     Distance      Geod. Az  |
 PE2423|                                                           dddmmss.s |
 PE2423| PE2422 FOX MEDOT 1974                      161.241 METERS 17123     |
 PE2423| PE2463 PERKINS RESET                       APPROX.14.6 KM 3430728.0 |
 PE2423|---------------------------------------------------------------------|
 PE2423
 PE2423                          SUPERSEDED SURVEY CONTROL
 PE2423
 PE2423  NAD 83(1992)-  44 08 47.91197(N)    069 44 35.24766(W) AD(       ) 2
 PE2423  NAD 83(1986)-  44 08 47.91737(N)    069 44 35.25239(W) AD(       ) 2
 PE2423  NAD 27      -  44 08 47.68156(N)    069 44 37.09207(W) AD(       ) 2
 PE2423  NGVD 29 (07/19/86)   65.0    (m)          213.     (f) VERT ANG       
 PE2423
 PE2423.Superseded values are not recommended for survey control.
 PE2423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2423.See file dsdata.txt to determine how the superseded data were derived.
 PE2423
 PE2423_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ4056888429(NAD 83)
 PE2423_MARKER: DD = SURVEY DISK
 PE2423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE2423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE2423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE2423+STABILITY: SURFACE MOTION
 PE2423
 PE2423  HISTORY     - Date     Condition        Report By
 PE2423  HISTORY     - 1974     MONUMENTED       MEDT
 PE2423
 PE2423                          STATION DESCRIPTION
 PE2423
 PE2423'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974 (RCA)
 PE2423'THE STATION IS LOCATED IN THE TOWN OF PITTSTON, ON THE NORTH SLOPE
 PE2423'OF A HILL AND ON THE EAST SIDE OF STATE ROUTE 27.  IT IS 0.7 MILES
 PE2423'NORTH OF THE PITTSTON/DRESDEN TOWN LINE, 4.9 MILES NORTHEAST OF
 PE2423'RICHMOND, 4.9 MILES EAST-SOUTHEAST OF LIBBY HILL, 6.0 MILES
 PE2423'SOUTH-SOUTHWEST OF GARDINER, AND ON PROPERTY OWNED BY THE STATE
 PE2423'OF MAINE.
 PE2423'
 PE2423'TO REACH FROM THE POST OFFICE IN DRESDEN, GO NORTH ON STATE ROUTE
 PE2423'27 2.2 MILES TO THE DRESDEN/PITTSTON TOWN LINE, CONTINUE NORTH
 PE2423'ON STATE ROUTE 27 0.7 MILES TO THE STATION ON THE RIGHT.
 PE2423'
 PE2423'THE STATION MARK IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 PE2423'DISK, STAMPED 1974 BERDEN, AND SET FLUSH WITH THE GROUND IN A
 PE2423'12-INCH CYLINDRICAL CONCRETE POST.  IT IS 8.4 FEET WEST-SOUTHWEST
 PE2423'OF A 14-INCH OAK TREE WITH A METAL WITNESS SIGN, 13.0 FEET WEST
 PE2423'OF A STONE WALL, 42.5 FEET NORTHEAST OF A POWER POLE NUMBER
 PE2423'037/237, AND 44.0 FEET EAST OF THE CENTERLINE OF STATE ROUTE
 PE2423'27.  THE UNDERGROUND-STATION MARK IS A BRASS PLUG SET IN AN
 PE2423'IRREGULAR MASS OF CONCRETE 54 INCHES BELOW THE STATION MARK.
 PE2423'
 PE2423'NO AZIMUTH OR REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 PE2423'
 PE2423'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1665 ***********************************************************************
 OC1665  DESIGNATION -  BERRY
 OC1665  PID         -  OC1665
 OC1665  STATE/COUNTY-  ME/CUMBERLAND
 OC1665  USGS QUAD   -  PORTLAND EAST (1975)
 OC1665
 OC1665                         *CURRENT SURVEY CONTROL
 OC1665  ___________________________________________________________________
 OC1665* NAD 83(1996)-  43 41 13.93847(N)    070 11 33.23515(W)     ADJUSTED  
 OC1665* NAVD 88     -        20.     (meters)      66.     (feet)  SCALED    
 OC1665  ___________________________________________________________________
 OC1665  LAPLACE CORR-           3.62  (seconds)                    DEFLEC99
 OC1665  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 OC1665
 OC1665  HORZ ORDER  -  THIRD
 OC1665
 OC1665.The horizontal coordinates were established by classical geodetic methods
 OC1665.and adjusted by the National Geodetic Survey in March 1998..
 OC1665
 OC1665.The orthometric height was scaled from a topographic map.
 OC1665
 OC1665.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1665
 OC1665.The geoid height was determined by GEOID03.
 OC1665
 OC1665;                    North         East     Units Scale Factor Converg.
 OC1665;SPC ME W     -    94,860.451   897,911.955   MT  0.99996672   -0 01 04.4
 OC1665;UTM  19      - 4,837,823.316   403,885.924   MT  0.99971363   -0 49 25.7
 OC1665
 OC1665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1665!SPC ME W     -   1.00000099  x   0.99996672  =   0.99996771
 OC1665!UTM  19      -   1.00000099  x   0.99971363  =   0.99971462
 OC1665
 OC1665:                Primary Azimuth Mark                     Grid Az
 OC1665:SPC ME W     -  CLAPBOARD RESET                          002 39 12.2
 OC1665:UTM  19      -  CLAPBOARD RESET                          003 27 33.5
 OC1665
 OC1665|---------------------------------------------------------------------|
 OC1665| PID    Reference Object                     Distance      Geod. Az  |
 OC1665|                                                           dddmmss.s |
 OC1665| OC1699 CLAPBOARD RESET                     APPROX. 3.3 KM 0023807.8 |
 OC1665| OC1667 DP BERRY 1941                        74.554 METERS 03319     |
 OC1665| CE7228 BERRY RM 1                            6.320 METERS 16204     |
 OC1665| OC1666 INGALLS                             155.837 METERS 16941     |
 OC1665| OC1671 BC B 1 BERRY 1941                    13.480 METERS 22321     |
 OC1665| CE7229 BERRY RM 2                            6.820 METERS 22827     |
 OC1665| OC1659 C 2 OFFSET 1941                      54.976 METERS 24511     |
 OC1665| OC1649 BC ACKER 1941                       130.481 METERS 24511     |
 OC1665| OC1644 G 3 OFFSET 1941                      91.059 METERS 24511     |
 OC1665|---------------------------------------------------------------------|
 OC1665
 OC1665                          SUPERSEDED SURVEY CONTROL
 OC1665
 OC1665  NAD 83(1992)-  43 41 13.93674(N)    070 11 33.23584(W) AD(       ) 3
 OC1665  NAD 83(1986)-  43 41 13.94281(N)    070 11 33.24132(W) AD(       ) 3
 OC1665  NAD 27      -  43 41 13.65200(N)    070 11 35.06700(W) AD(       ) 3
 OC1665
 OC1665.Superseded values are not recommended for survey control.
 OC1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1665.See file dsdata.txt to determine how the superseded data were derived.
 OC1665
 OC1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0388637823(NAD 83)
 OC1665
 OC1665  HISTORY     - Date     Condition        Report By
 OC1665  HISTORY     - 1941     MONUMENTED       CGS
 OC1665
 OC1665                          STATION DESCRIPTION
 OC1665
 OC1665'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1665'STATION IS LOCATED ON THE NE SIDE OF GREAT DIAMOND ISLAND, AT
 OC1665'FORT MC KINLEY, ON A HIGH POINT OF LAND, ABOUT 200 FT. S OF THE
 OC1665'CENTER OF BATTERY BERRY, ABOUT 39 FT. NE OF A BRICK BUILDING KNOWN
 OC1665'LOCALLY AS BC-B BERRY, AND ABOUT 40 FT. W AND ABOUT 25 FT. ABOVE
 OC1665'THE DIRT ROAD LEADING TO BATTERY BERRY.
 OC1665'
 OC1665'IT IS A STANDARD STATION DISK, STAMPED BERRY 1941 AND SET IN A
 OC1665'DIRT HOLE IN OUTCROPPING BEDROCK.
 OC1665'
 OC1665'REFERENCE MARK 1 IS A STANDARD REFERENCE-MARK DISK, STAMPED
 OC1665'BERRY NO 1 1941 AND SET IN OUTCROPPING BEDROCK.  IT IS S OF THE
 OC1665'STATION, ABOUT 2 FT. LOWER IN ELEVATION.
 OC1665'
 OC1665'REFERENCE MARK 2 IS A STANDARD REFERENCE-MARK DISK, STAMPED BERRY
 OC1665'NO 2 1941 AND SET IN OUTCROPPING BEDROCK.  IT IS W BY S OF THE
 OC1665'STATION, ABOUT THE SAME ELEVATION AS THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2575 ***********************************************************************
 OC2575  DESIGNATION -  BERWICK
 OC2575  PID         -  OC2575
 OC2575  STATE/COUNTY-  ME/YORK
 OC2575  USGS QUAD   -  SOMERSWORTH (1998)
 OC2575
 OC2575                         *CURRENT SURVEY CONTROL
 OC2575  ___________________________________________________________________
 OC2575* NAD 83(1996)-  43 17 19.11406(N)    070 51 58.79677(W)     ADJUSTED  
 OC2575* NAVD 88     -       121.2    (meters)     398.     (feet)  VERTCON   
 OC2575  ___________________________________________________________________
 OC2575  LAPLACE CORR-           3.06  (seconds)                    DEFLEC99
 OC2575  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 OC2575
 OC2575  HORZ ORDER  -  FIRST
 OC2575
 OC2575.The horizontal coordinates were established by classical geodetic methods
 OC2575.and adjusted by the National Geodetic Survey in March 1998..
 OC2575
 OC2575.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2575
 OC2575.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2575
 OC2575.The geoid height was determined by GEOID03.
 OC2575
 OC2575;                    North         East     Units Scale Factor Converg.
 OC2575;SPC ME W     -    50,818.155   843,218.162   MT  1.00000631   -0 28 47.1
 OC2575;UTM  19      - 4,794,560.065   348,590.683   MT  0.99988201   -1 16 47.8
 OC2575
 OC2575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2575!SPC ME W     -   0.99998519  x   1.00000631  =   0.99999150
 OC2575!UTM  19      -   0.99998519  x   0.99988201  =   0.99986721
 OC2575
 OC2575|---------------------------------------------------------------------|
 OC2575| PID    Reference Object                     Distance      Geod. Az  |
 OC2575|                                                           dddmmss.s |
 OC2575| CE7230 BERWICK RM 1                         45.122 METERS 06241     |
 OC2575| CE7231 BERWICK RM 2                         22.560 METERS 13856     |
 OC2575| OC2547 SOMERSWORTH GT FALLS DYE STACK      APPROX. 3.7 KM 1702804.1 |
 OC2575| OC2581 SOMERSWORTH LARGE STANDPIPE         APPROX. 3.3 KM 1842721.5 |
 OC2575| OC2582 SOMERSWORTH W LARGE STANDPIPE       APPROX. 2.6 KM 2280911.2 |
 OC2575| OC2576 BERWICK STANDPIPE                   110.002 METERS 28657     |
 OC2575| OC2593 CHAMBERLIN                          APPROX.15.0 KM 3434812.1 |
 OC2575|---------------------------------------------------------------------|
 OC2575
 OC2575                          SUPERSEDED SURVEY CONTROL
 OC2575
 OC2575  NAD 83(1992)-  43 17 19.11248(N)    070 51 58.79716(W) AD(       ) 1
 OC2575  NAD 83(1986)-  43 17 19.11727(N)    070 51 58.80435(W) AD(       ) 1
 OC2575  NAD 27      -  43 17 18.81106(N)    070 52 00.58287(W) AD(       ) 1
 OC2575  NGVD 29 (07/19/86)  121.4    (m)          398.     (f) VERT ANG       
 OC2575
 OC2575.Superseded values are not recommended for survey control.
 OC2575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2575.See file dsdata.txt to determine how the superseded data were derived.
 OC2575
 OC2575_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH4859194560(NAD 83)
 OC2575_MARKER: DS = TRIANGULATION STATION DISK
 OC2575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC2575_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC2575
 OC2575  HISTORY     - Date     Condition        Report By
 OC2575  HISTORY     - 1976     MONUMENTED       NGS
 OC2575
 OC2575                          STATION DESCRIPTION
 OC2575
 OC2575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2575'THE STATION IS LOCATED ABOUT 6.5 MILES WEST OF
 OC2575'NORTH BERWICK , 1.5 MILES NORTH OF BERWICK AND ABOUT 1.5
 OC2575'MILES EAST OF THE MAINE-NEW HAMPSHIRE STATE LINE.
 OC2575'
 OC2575'TO REACH THE STATION FROM THE BERWICK TOWN HALL, GO
 OC2575'NORTHERLY ON SULLIVAN STREET FOR 0.40 MILE TO A FORK,
 OC2575'HERE KEEP LEFT AND FOLLOW SULLIVAN STREET AND PINE HILL
 OC2575'ROAD NORTHERLY FOR 0.70 MILE TO A SIDE ROAD ON THE
 OC2575'RIGHT (CEMETERY ROAD) CONTINUE STRAIGHT AHEAD ON
 OC2575'PINE HILL ROAD NORTHERLY FOR 0.50 MILE TO THE BERWICK
 OC2575'STANDPIPE ON THE RIGHT AND A GRAVEL ROAD LEADING TO THE
 OC2575'RIGHT OF THE STANDPIPE.  TURN RIGHT AND FOLLOW THIS
 OC2575'GRAVEL ROAD FOR 0.05 MILE TO THE STATION IN THE MIDDLE
 OC2575'OF THE FIELD ON THE HIGHEST POINT.
 OC2575'
 OC2575'THE STATION IS A STANDARD DISK STAMPED--BERWICK 1975--SET
 OC2575'IN THE TOP OF A 12-INCH CYLNDRICAL CONCRETE POST WHICH PROJECTS
 OC2575'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 189.5 FEET SOUTH-SOUTHEAST
 OC2575'OF A GATE IN THE RESEVOIR FENCE, 194 FEET WEST-SOUTHWEST OF THE
 OC2575'WOODS LINE, AND 124 FEET NORTH-NORTHEAST OF AN EAST-WEST
 OC2575'BARBED WIRE FENCE.  THE SUB-SURFACE MARK IS A STANDARD DISK
 OC2575'SET IN AN IRREGULAR MASS OF CONCRETE STAMPED--BERWICK 1975--,
 OC2575'AND IS 48 INCHES BELOW THE GROUND SURFACE.
 OC2575'
 OC2575'REFERENCE MARK 1 IS A STANDARD DISK STAMPED--BERWICK NO 1 1975--
 OC2575'SET IN A DRILL HOLE IN OUTCROPPING BERDROCK WHICH PROJECTS 3-INCHES
 OC2575'ABOVE THE GROUND SURFACE.  IT IS 2 FEET WEST OF A METAL WITNESS
 OC2575'POST, 88 FEET SOUTH-SOUTHWEST OF A 28-INCH PINE TREE, AND 50 FEET
 OC2575'WEST OF THE WOODS LINE.
 OC2575'
 OC2575'REFERENCE MARK 2 IS A STANDARD DISK STAMPED--BERWICK NO 2 1975--, SET
 OC2575'IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS 3 INCHES
 OC2575'ABOVE THE GROUND SURFACE.  IT IS 1.5 FEET NORTH OF A METAL
 OC2575'WITNESS POST, 49.5 FEET NORTH OF AN EAST-WEST BARBED WIRE FENCE
 OC2575'AND 189 FEET WEST-SOUTHWEST OF A  WOODS LINE.
 OC2575'
 OC2575'NO SUITABLE LOCATION FOR AN AZIMUTH MARK WAS FOUND AT
 OC2575'THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2576 ***********************************************************************
 OC2576  DESIGNATION -  BERWICK STANDPIPE
 OC2576  PID         -  OC2576
 OC2576  STATE/COUNTY-  ME/YORK
 OC2576  USGS QUAD   -  SOMERSWORTH (1998)
 OC2576
 OC2576                         *CURRENT SURVEY CONTROL
 OC2576  ___________________________________________________________________
 OC2576* NAD 83(1996)-  43 17 20.15367(N)    070 52 03.46410(W)     ADJUSTED  
 OC2576* NAVD 88     -                                                        
 OC2576  ___________________________________________________________________
 OC2576  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 OC2576  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 OC2576
 OC2576  HORZ ORDER  -  THIRD
 OC2576
 OC2576.The horizontal coordinates were established by classical geodetic methods
 OC2576.and adjusted by the National Geodetic Survey in March 1998..
 OC2576
 OC2576
 OC2576.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2576
 OC2576.The geoid height was determined by GEOID03.
 OC2576
 OC2576;                    North         East     Units Scale Factor Converg.
 OC2576;SPC ME W     -    50,851.119   843,113.214   MT  1.00000646   -0 28 50.3
 OC2576;UTM  19      - 4,794,594.487   348,486.219   MT  0.99988240   -1 16 51.0
 OC2576
 OC2576                          SUPERSEDED SURVEY CONTROL
 OC2576
 OC2576  NAD 83(1992)-  43 17 20.15208(N)    070 52 03.46449(W) AD(       ) 4
 OC2576  NAD 83(1986)-  43 17 20.15687(N)    070 52 03.47166(W) AD(       ) 4
 OC2576  NAD 27      -  43 17 19.85068(N)    070 52 05.25003(W) AD(       ) 3
 OC2576
 OC2576.Superseded values are not recommended for survey control.
 OC2576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2576.See file dsdata.txt to determine how the superseded data were derived.
 OC2576
 OC2576_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH4848694594(NAD 83)
 OC2576_MARKER: 52 = STANDPIPE TANK
 OC2576
 OC2576  HISTORY     - Date     Condition        Report By
 OC2576  HISTORY     - 1976     FIRST OBSERVED   NGS
 OC2576
 OC2576                          STATION DESCRIPTION
 OC2576
 OC2576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2576'THE STATION IS A LARGE GREEN STANPIPE LOCATED ABOUT 1.5 MILES
 OC2576'NORTH OF BERWICK ON PINE HILL ROAD.  THE STANDPIPE IS ABOUT
 OC2576'80 FEET HIGH AND 50 FEET IN DIAMETER AT THE BASE.  A PLAQUE
 OC2576'IS AT THE BASE OF THE STANDPIPE STATING THAT IT WAS BUILT IN
 OC2576'1972, OWNED BY BERWICK WATER DEPARTMENT AND THAT IT HOLDS 1.1
 OC2576'MILLON GALLONS.
 OC2576'
 OC2576'THE POINT INTERSECTED WAS THE CENTER OF A VENT AT THE TOP.  THIS
 OC2576'STATION WAS LOCATED BY ANGLE AND DISTANCE FROM STATION BERWICK,
 OC2576'THE DISTANCE BEING 110.00 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1380 ***********************************************************************
 PE1380  DESIGNATION -  BETTY
 PE1380  PID         -  PE1380
 PE1380  STATE/COUNTY-  ME/KENNEBEC
 PE1380  USGS QUAD   -  AUGUSTA (1991)
 PE1380
 PE1380                         *CURRENT SURVEY CONTROL
 PE1380  ___________________________________________________________________
 PE1380* NAD 83(1996)-  44 16 18.33221(N)    069 48 24.92584(W)     ADJUSTED  
 PE1380* NAVD 88     -        74.487  (meters)     244.38   (feet)  ADJUSTED  
 PE1380  ___________________________________________________________________
 PE1380  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 PE1380  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 PE1380  DYNAMIC HT  -          74.480 (meters)     244.36  (feet)  COMP
 PE1380  MODELED GRAV-     980,523.7   (mgal)                       NAVD 88
 PE1380
 PE1380  HORZ ORDER  -  SECOND
 PE1380  VERT ORDER  -  SECOND    CLASS I
 PE1380
 PE1380.The horizontal coordinates were established by classical geodetic methods
 PE1380.and adjusted by the National Geodetic Survey in March 1998..
 PE1380
 PE1380.The orthometric height was determined by differential leveling
 PE1380.and adjusted by the National Geodetic Survey in June 1991..
 PE1380
 PE1380.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1380
 PE1380.The geoid height was determined by GEOID03.
 PE1380
 PE1380.The dynamic height is computed by dividing the NAVD 88
 PE1380.geopotential number by the normal gravity value computed on the
 PE1380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1380.degrees latitude (g = 980.6199 gals.).
 PE1380
 PE1380.The modeled gravity was interpolated from observed gravity values.
 PE1380
 PE1380;                    North         East     Units Scale Factor Converg.
 PE1380;SPC ME W     -   159,871.752   928,720.624   MT  0.99997681   +0 15 04.0
 PE1380;UTM  19      - 4,902,373.795   435,601.565   MT  0.99965100   -0 33 47.9
 PE1380
 PE1380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1380!SPC ME W     -   0.99999238  x   0.99997681  =   0.99996919
 PE1380!UTM  19      -   0.99999238  x   0.99965100  =   0.99964338
 PE1380
 PE1380:                Primary Azimuth Mark                     Grid Az
 PE1380:SPC ME W     -  HALLOWELL SHEPARD BROS MAST              003 32 03.2
 PE1380:UTM  19      -  HALLOWELL SHEPARD BROS MAST              004 20 55.1
 PE1380
 PE1380|---------------------------------------------------------------------|
 PE1380| PID    Reference Object                     Distance      Geod. Az  |
 PE1380|                                                           dddmmss.s |
 PE1380| PE2469 HALLOWELL SHEPARD BROS MAST         APPROX. 1.7 KM 0034707.2 |
 PE1380| PE2481 AUGUSTA CENT ME PWR MICROWAVE       APPROX. 4.6 KM 3474159.4 |
 PE1380| PE1360 POWER                               APPROX. 4.6 KM 3474155.1 |
 PE1380|---------------------------------------------------------------------|
 PE1380
 PE1380                          SUPERSEDED SURVEY CONTROL
 PE1380
 PE1380  NAD 83(1992)-  44 16 18.33103(N)    069 48 24.92431(W) AD(       ) 2
 PE1380  NAD 83(1986)-  44 16 18.33623(N)    069 48 24.92939(W) AD(       ) 2
 PE1380  NAD 27      -  44 16 18.08966(N)    069 48 26.77014(W) AD(       ) 2
 PE1380  NGVD 29 (??/??/92)   74.701  (m)          245.08   (f) ADJ UNCH    2 1
 PE1380
 PE1380.Superseded values are not recommended for survey control.
 PE1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1380.See file dsdata.txt to determine how the superseded data were derived.
 PE1380
 PE1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK3560202374(NAD 83)
 PE1380_MARKER: DD = SURVEY DISK
 PE1380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1380_STAMPING: BETTY 1974
 PE1380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1380+STABILITY: SURFACE MOTION
 PE1380
 PE1380  HISTORY     - Date     Condition        Report By
 PE1380  HISTORY     - 1974     MONUMENTED       MEDT
 PE1380  HISTORY     - 1975     GOOD             MEDT
 PE1380
 PE1380                          STATION DESCRIPTION
 PE1380
 PE1380'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974 (RCA)
 PE1380'THE STATION IS LOCATED IN THE TOWN OF HALLOWELL, ABOUT 100 FEET
 PE1380'NORTH OF THE HALLOWELL/FARMINGDALE TOWN LINE, ON THE WEST SIDE OF
 PE1380'THE MAINE TURNPIKE, 1.3 MILES SOUTHWEST OF HALLOWELL, 3.4 MILES
 PE1380'NORTH-NORTHWEST OF THE CITY OF GARDINER, 3.3 MILES EAST OF
 PE1380'HUTCHINSON POND, AND ON PROPERTY OWNED BY THE MAINE TURNPIKE
 PE1380'AUTHORITY.
 PE1380'
 PE1380'TO REACH FROM THE WESTERN AVENUE OVERPASS (STATE ROUTES 11, 17,
 PE1380'+100) OF INTERSTATE 95 IN AUGUSTA, GO SOUTH 0.9 MILES ON INTERSTATE
 PE1380'95 TO THE TOLL GATE AT THE ENTRANCE OF THE MAINE TURNPIKE,
 PE1380'CONTINUE SOUTHERLY ON THE MAINE TURNPIKE 0.4 MILES TO THE WINTHROP
 PE1380'ROAD OVERPASS, CONTINUE SOUTH 1.45 MILES TO THE LITCHFIELD ROAD
 PE1380'OVERPASS, AND THEN GO SOUTHERLY 0.35 MILES TO THE STATION ON
 PE1380'THE RIGHT.
 PE1380'
 PE1380'THE STATION IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION DISK,
 PE1380'STAMPED 1974 BETTY AND SET IN A 12 INCH CYLINDRICAL CONCRETE POST,
 PE1380'WHICH PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 5.1 FEET EAST OF
 PE1380'A METAL WITNESS POST, 20.5 FEET EAST OF THE RIGHT OF WAY FENCE OF
 PE1380'THE MAINE TURNPIKE, 105.5 FEET WEST OF THE CENTERLINE OF THE
 PE1380'SOUTHBOUND LANE OF THE MAINE TURNPIKE, AND 91.5 FEET NORTH OF A
 PE1380'WOODS LINE AND STONE WALL WHICH IS THE HALLOWELL/FARMINGDALE
 PE1380'TOWN LINE.  THE UNDERGROUND-STATION MARK IS A BRASS PLUG SET IN
 PE1380'AN IRREGULAR MASS OF CONCRETE 53 INCHES BELOW THE SURFACE
 PE1380'MARK.
 PE1380'
 PE1380'NO AZIMUTH OR REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 PE1380'
 PE1380'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 PE1380
 PE1380                          STATION RECOVERY (1975)
 PE1380
 PE1380'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 PE1380'2.2 MI SW FROM AUGUSTA.
 PE1380'ABOUT 2.2 MILES SOUTH ALONG THE MAINE TURNPIKE SOUTHBOUND FROM
 PE1380'THE AUGUSTA TOLL GATE TO THE HALLOWELL-FARMINGDALE TOWN LINE.
 PE1380'STATION MARK ABOUT 100 FEET NORTHEAST OF THE TOWN LINE, 105.5
 PE1380'FEET NORTHWEST OF AND ABOUT 8 FEET ABOVE THE CENTERLINE OF THE
 PE1380'MAINE TURNPIKE SOUTHBOUND IN THE TOWN OF HALLOWELL.  A DISK
 PE1380'SET FLUSH IN THE TOP OF A CYLINDRICAL CONCRETE POST PROJECTING
 PE1380'4 INCHES, 20.5 FEET EAST OF THE RIGHT-OF-WAY FENCE AND 5.1 FEET
 PE1380'EAST OF A METAL WITNESS POST, AND ABOUT 92 FEET NORTH OF THE
 PE1380'WOODS LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0610 ***********************************************************************
 QF0610  DESIGNATION -  BETULA IBC BIRCH
 QF0610  PID         -  QF0610
 QF0610  STATE/COUNTY-  ME/WASHINGTON
 QF0610  USGS QUAD   -  VANCEBORO (1988)
 QF0610
 QF0610                         *CURRENT SURVEY CONTROL
 QF0610  ___________________________________________________________________
 QF0610* NAD 83(1996)-  45 36 00.20874(N)    067 27 17.69813(W)     ADJUSTED  
 QF0610* NAVD 88     -       115.     (meters)     377.     (feet)  SCALED    
 QF0610  ___________________________________________________________________
 QF0610  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 QF0610  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 QF0610
 QF0610  HORZ ORDER  -  THIRD
 QF0610
 QF0610.The horizontal coordinates were established by classical geodetic methods
 QF0610.and adjusted by the National Geodetic Survey in March 1998..
 QF0610
 QF0610.The orthometric height was scaled from a topographic map.
 QF0610
 QF0610.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0610
 QF0610.The geoid height was determined by GEOID03.
 QF0610
 QF0610;                    North         East     Units Scale Factor Converg.
 QF0610;SPC ME E     -   215,357.156   381,528.687   MT  0.99998170   +0 44 48.2
 QF0610;UTM  19      - 5,050,773.716   620,498.180   MT  0.99977851   +1 06 14.6
 QF0610
 QF0610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0610!SPC ME E     -   0.99998571  x   0.99998170  =   0.99996741
 QF0610!UTM  19      -   0.99998571  x   0.99977851  =   0.99976423
 QF0610
 QF0610|---------------------------------------------------------------------|
 QF0610| PID    Reference Object                     Distance      Geod. Az  |
 QF0610|                                                           dddmmss.s |
 QF0610| QF0609 BIG TOP IBC                         382.551 METERS 15506     |
 QF0610| QF0638 REFERENCE MON 115                    24.774 METERS 27800     |
 QF0610| QF0643 HALEY POINT                         APPROX. 0.6 KM 2841718.1 |
 QF0610|---------------------------------------------------------------------|
 QF0610
 QF0610                          SUPERSEDED SURVEY CONTROL
 QF0610
 QF0610  NAD 83(1992)-  45 36 00.20487(N)    067 27 17.69525(W) AD(       ) 3
 QF0610  NAD 83(1986)-  45 36 00.20927(N)    067 27 17.70593(W) AD(       ) 3
 QF0610  NAD 27      -  45 35 59.98000(N)    067 27 19.71700(W) AD(       ) 3
 QF0610
 QF0610.Superseded values are not recommended for survey control.
 QF0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0610.See file dsdata.txt to determine how the superseded data were derived.
 QF0610
 QF0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2049850774(NAD 83)
 QF0610_MARKER: DD = SURVEY DISK
 QF0610_SETTING: 80 = SET IN A BOULDER
 QF0610_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0610+STABILITY: SURFACE MOTION
 QF0610
 QF0610  HISTORY     - Date     Condition        Report By
 QF0610  HISTORY     - 1912     MONUMENTED       IBC
 QF0610  HISTORY     - 1955     GOOD             IBC
 QF0610
 QF0610                          STATION DESCRIPTION
 QF0610
 QF0610'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (AJB)
 QF0610'ON THE SHORE OF SPEDNIK LAKE ON BIRCH POINT WHICH IS THE FIRST POINT
 QF0610'ABOVE LA COUTE POINT.  IT IS BELOW HIGHWATER MARK ON A LIGHT - COLORED
 QF0610'ROCK, THE LARGEST ON THE POINT, 4.3 METERS LONG, 3.9 METERS WIDE AT
 QF0610'THE END NEXT TO THE WATER, AND RUNNING TO A POINT ISLAND.  THE SIDE
 QF0610'NEXT THE WATER IS ALMOST VERTICAL AND 2.4 METERS HIGH.
 QF0610'
 QF0610'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE IN THE ROCK.  TWO
 QF0610'HOLES ARE DRILLED IN THE ROCK.  ONE ON THE UPPER SIDE, 1.61 METERS
 QF0610'FROM THE STATION.  ONE ON THE LOWER SIDE, 1.76 METERS FROM THE
 QF0610'STATION.  A HOLE IS DRILLED IN A ROCK IN THE DIRECTION OF THE UPPER
 QF0610'END OF PINE ISLAND, 3.39 METERS FROM THE STATION.
 QF0610
 QF0610                          STATION RECOVERY (1955)
 QF0610
 QF0610'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF0610'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1250 ***********************************************************************
 OC1250  DESIGNATION -  BF 5
 OC1250  PID         -  OC1250
 OC1250  STATE/COUNTY-  ME/CUMBERLAND
 OC1250  USGS QUAD   -  LISBON FALLS SOUTH (1979)
 OC1250
 OC1250                         *CURRENT SURVEY CONTROL
 OC1250  ___________________________________________________________________
 OC1250* NAD 83(1996)-  43 54 20.82176(N)    070 03 23.74190(W)     ADJUSTED  
 OC1250* NAVD 88     -        82.412  (meters)     270.38   (feet)  ADJUSTED  
 OC1250  ___________________________________________________________________
 OC1250  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 OC1250  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 OC1250  DYNAMIC HT  -          82.403 (meters)     270.35  (feet)  COMP
 OC1250  MODELED GRAV-     980,507.9   (mgal)                       NAVD 88
 OC1250
 OC1250  HORZ ORDER  -  SECOND
 OC1250  VERT ORDER  -  SECOND    CLASS I
 OC1250
 OC1250.The horizontal coordinates were established by classical geodetic methods
 OC1250.and adjusted by the National Geodetic Survey in March 1998..
 OC1250
 OC1250.The orthometric height was determined by differential leveling
 OC1250.and adjusted by the National Geodetic Survey in June 1991..
 OC1250
 OC1250.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1250
 OC1250.The geoid height was determined by GEOID03.
 OC1250
 OC1250.The dynamic height is computed by dividing the NAVD 88
 OC1250.geopotential number by the normal gravity value computed on the
 OC1250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1250.degrees latitude (g = 980.6199 gals.).
 OC1250
 OC1250.The modeled gravity was interpolated from observed gravity values.
 OC1250
 OC1250;                    North         East     Units Scale Factor Converg.
 OC1250;SPC ME W     -   119,151.105   908,842.096   MT  0.99996763   +0 04 34.8
 OC1250;UTM  19      - 4,861,951.096   415,154.310   MT  0.99968854   -0 43 58.0
 OC1250
 OC1250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1250!SPC ME W     -   0.99999116  x   0.99996763  =   0.99995879
 OC1250!UTM  19      -   0.99999116  x   0.99968854  =   0.99967970
 OC1250
 OC1250                          SUPERSEDED SURVEY CONTROL
 OC1250
 OC1250  NAD 83(1992)-  43 54 20.82035(N)    070 03 23.74174(W) AD(       ) 2
 OC1250  NAD 83(1986)-  43 54 20.82603(N)    070 03 23.74680(W) AD(       ) 2
 OC1250  NAD 27      -  43 54 20.53931(N)    070 03 25.56628(W) AD(       ) 2
 OC1250  NGVD 29 (??/??/92)   82.61   (m)          271.0    (f) COMPUTED    2 1
 OC1250
 OC1250.Superseded values are not recommended for survey control.
 OC1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1250.See file dsdata.txt to determine how the superseded data were derived.
 OC1250
 OC1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ1515461951(NAD 83)
 OC1250_MARKER: DD = SURVEY DISK
 OC1250_SETTING: 66 = SET IN ROCK OUTCROP
 OC1250_SP_SET: ROCK LEDGE
 OC1250_STAMPING: BF-5 3-13-73
 OC1250_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC1250+STABILITY: POSITION/ELEVATION WELL
 OC1250
 OC1250  HISTORY     - Date     Condition        Report By
 OC1250  HISTORY     - 1975     MONUMENTED       MEDT
 OC1250  HISTORY     - 1975     GOOD             MEDT
 OC1250
 OC1250                          STATION DESCRIPTION
 OC1250
 OC1250'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975 (RCA)
 OC1250'MARK IS A STANDARD MAINE STATE HIGHWAY COMMISSION DISK SET IN A
 OC1250'LEDGE OUTCROP FLUSH WITH THE SURFACE OF THE GROUND, AND IS STAMPED
 OC1250'BF-5 3-13-73.  IT IS ALSO A BENCHMARK.  IT IS 35.2 FEET NORTH OF
 OC1250'THE RIGHT-OF-WAY FENCE, 39.8 FEET SOUTH OF THE CENTERLINE OF
 OC1250'INTERSTATE 95 NORTHBOUND, AND IS ABOUT 7 FEET HIGHER THAN THE
 OC1250'ROAD.
 OC1250'
 OC1250'STATION ALSO SERVES AS REFERENCE MARK NO. 2 FOR HOLLIS (MEDOT).
 OC1250
 OC1250                          STATION RECOVERY (1975)
 OC1250
 OC1250'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 OC1250'4.8 MI SW FROM TOPSHAM.
 OC1250'IN BRUNSWICK, ABOUT 4.8 MILES SOUTHWESTERLY ALONG I-95 SOUTHBOUND FROM
 OC1250'STATE HIGHWAY 196 OVERPASS CROSSING I-95 (TOPSHAM-LISBON EXIT). A DISK
 OC1250'SET FLUSH IN LEDGE 39.8 FEET SOUTH OF THE CENTERLINE OF I-95
 OC1250'NORTHBOUND, 35.2 FEET NORTH OF THE RIGHT-OF-WAY FENCE, 5 FEET SOUTH OF
 OC1250'THE 8 FOOT VERTICAL LEDGE FACE.  ALSO 40 FEET NORTH OF THE WOODS LINE
 OC1250'AND 73 FEET NORTHEAST OF THE RIGHT-OF-WAY MONUMENT AND 37.17 FEET
 OC1250'NORTHEAST OF HOLLIS AND 94.52 FEET EAST OF HOLLIS RM-1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB2637 ***********************************************************************
 AB2637  SACS        -  This is a Secondary Airport Control Station.
 AB2637  DESIGNATION -  BGR D
 AB2637  PID         -  AB2637
 AB2637  STATE/COUNTY-  ME/PENOBSCOT
 AB2637  USGS QUAD   -  BANGOR (1991)
 AB2637
 AB2637                         *CURRENT SURVEY CONTROL
 AB2637  ___________________________________________________________________
 AB2637* NAD 83(1996)-  44 47 53.78545(N)    068 48 43.71558(W)     ADJUSTED  
 AB2637* NAVD 88     -        46.62   (meters)     153.0    (feet)  GPS OBS   
 AB2637  ___________________________________________________________________
 AB2637  X           -   1,638,503.901 (meters)                     COMP
 AB2637  Y           -  -4,226,972.178 (meters)                     COMP
 AB2637  Z           -   4,471,484.069 (meters)                     COMP
 AB2637  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 AB2637  ELLIP HEIGHT-          21.73  (meters)          (01/07/02) GPS OBS
 AB2637  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 AB2637
 AB2637  HORZ ORDER  -  FIRST
 AB2637  ELLP ORDER  -  FIFTH     CLASS I
 AB2637
 AB2637.This mark is at Bangor Airport (BGR)
 AB2637
 AB2637.The horizontal coordinates were established by GPS observations
 AB2637.and adjusted by the National Geodetic Survey in July 1997..
 AB2637
 AB2637.The orthometric height was determined by GPS observations and a
 AB2637.high-resolution geoid model.
 AB2637
 AB2637.GPS derived orthometric heights for airport stations designated as
 AB2637.PACS or SACS are published to 2 decimal places.  This maintains
 AB2637.centimeter relative accuracy between the PACS and SACS.  It does
 AB2637.not indicate centimeter accuracy relative to other marks which are
 AB2637.part of the NAVD 88 network.
 AB2637
 AB2637.Photographs are available for this station.
 AB2637
 AB2637.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2637
 AB2637.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2637
 AB2637.The ellipsoidal height was determined by GPS observations
 AB2637.and is referenced to NAD 83.
 AB2637
 AB2637.The geoid height was determined by GEOID03.
 AB2637
 AB2637;                    North         East     Units Scale Factor Converg.
 AB2637;SPC ME E     -   125,775.362   275,304.757   MT  0.99990750   -0 13 11.8
 AB2637;UTM  19      - 4,960,558.729   514,857.849   MT  0.99960271   +0 07 56.5
 AB2637
 AB2637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2637!SPC ME E     -   0.99999659  x   0.99990750  =   0.99990409
 AB2637!UTM  19      -   0.99999659  x   0.99960271  =   0.99959930
 AB2637
 AB2637                          SUPERSEDED SURVEY CONTROL
 AB2637
 AB2637  ELLIP H (07/24/97)   21.71   (m)                       GP(       ) 1 1
 AB2637  NAD 83(1992)-  44 47 53.78537(N)    068 48 43.71517(W) AD(1995.00) 1
 AB2637  ELLIP H (04/19/96)   21.71   (m)                       GP(1995.00) 3 1
 AB2637
 AB2637.Superseded values are not recommended for survey control.
 AB2637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2637.See file dsdata.txt to determine how the superseded data were derived.
 AB2637
 AB2637_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1485860559(NAD 83)
 AB2637_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2637_SETTING: 66 = SET IN ROCK OUTCROP
 AB2637_STAMPING: BGR D 1995
 AB2637_MARK LOGO: NGS   
 AB2637_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2637_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB2637+STABILITY: POSITION/ELEVATION WELL
 AB2637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2637+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2004
 AB2637
 AB2637  HISTORY     - Date     Condition        Report By
 AB2637  HISTORY     - 1995     MONUMENTED       CHANCE
 AB2637  HISTORY     - 19960708 GOOD             NGS
 AB2637  HISTORY     - 20040712 GOOD             NGS
 AB2637
 AB2637                          STATION DESCRIPTION
 AB2637
 AB2637'DESCRIBED BY JE CHANCE AND ASSOCIATES 1995 (CRL)
 AB2637'THE STATION IS LOCATED AT THE TOWN OF BANGOR AT THE BANGOR
 AB2637'INTERNATIONAL AIRPORT.  CONTACT--BILL LANDIS, ASST MAINT SUPT (CALL
 AB2637'FOR ACCESS) , PHONE (207) 990-2244  TO REACH THE STATION FROM THE
 AB2637'INTERSECTION OF INTERSTATE 95 AND HAMMOND STREET (EXIT 46) , PROCEED
 AB2637'WEST ON HAMMOND STREET FOR 0.48 KM (0.30 MI) AND TURN RIGHT ONTO MAINE
 AB2637'AVENUE.  PROCEED NORTH ON MAINE AVENUE FOR 0.5 KM (0.30 MI) TO TEXAS
 AB2637'AVENUE.  TURN LEFT ON TEXAS AVENUE AND PROCEED WEST FOR 0.16 KM (0.10
 AB2637'MI) TO A LOCKED GATE. PROCEED THROUGH GATE AND GO SOUTH ACROSS APRON
 AB2637'AND TAXIWAY A FOR 1.2 KM (0.75 MI) TO RAMP A AND THE STATION ON THE
 AB2637'RIGHT  THE STATION IS A STANDARD DISK SET FLUSH IN THE TOP OF A ROCK
 AB2637'OUTCROP.  THE STATION IS LOCATED 45.2 M (148.3 FT) NORTHEAST OF A WIND
 AB2637'SOCK, 10.86 M (35.63 FT) NORTH OF CENTER OF STEEL MANHOLE COVER, 12.50
 AB2637'M (41.01 FT) SOUTHWEST OF 0.6M BY 0.6M CONCRETE SLAB, AND 12.81 M
 AB2637'(42.03 FT) SOUTHEAST OF A 0.6M BY 0.6M CONCRETE SLAB  THE STATION IS
 AB2637'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION (SACS) - MAINE ANA
 AB2637'SURVEYS 1995
 AB2637
 AB2637                          STATION RECOVERY (1996)
 AB2637
 AB2637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (PDL)
 AB2637'THE STATION IS LOCATED AT THE TOWN OF BANGOR AT THE BANGOR
 AB2637'INTERNATIONAL AIRPORT.  CONTACT-- PAUL TOZIER OR BILL LANDIS,
 AB2637'MAINTENCE AND ASST MAINT SUPT RESPECTIVELY (CALL FOR ACCESS) , PHONE
 AB2637'(207) 990-2244.  TO REACH THE STATION FROM THE INTERSECTION OF
 AB2637'INTERSTATE 95 AND HAMMOND STREET (EXIT 46) , PROCEED WEST ON HAMMOND
 AB2637'STREET FOR 0.48 KM (0.30 MI) AND TURN RIGHT ONTO MAINE AVENUE. PROCEED
 AB2637'NORTH ON MAINE AVENUE FOR 0.5 KM (0.30 MI) TO TEXAS AVENUE. TURN LEFT
 AB2637'ON TEXAS AVENUE AND PROCEED WEST FOR 0.16 KM (0.10 MI) TO A LOCKED
 AB2637'GATE.  PROCEED THROUGH GATE AND GO SOUTH ACROSS APRON AND TAXIWAY A
 AB2637'FOR 1.2 KM (0.75 MI) TO RAMP A AND THE STATION ON THE RIGHT THE
 AB2637'STATION IS A STANDARD DISK SET FLUSH IN THE TOP OF A ROCK OUTCROP.
 AB2637'THE STATION IS LOCATED 45.2 M (148.3 FT) NORTHEAST OF A WIND SOCK,
 AB2637'10.86 M (35.63 FT) NORTH OF CENTER OF STEEL MANHOLE COVER, 12.50 M
 AB2637'(41.01 FT) SOUTHWEST OF 0.6M BY 0.6M CONCRETE SLAB, AND 12.81 M (42.03
 AB2637'FT) SOUTHEAST OF A 0.6M BY 0.6M CONCRETE SLAB THE STATION IS
 AB2637'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION (SACS) - MAINE ANA
 AB2637'SURVEYS 1995
 AB2637
 AB2637                          STATION RECOVERY (2004)
 AB2637
 AB2637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KRN)
 AB2637'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0478 ***********************************************************************
 PE0478  DESIGNATION -  BH 3 C OF B
 PE0478  PID         -  PE0478
 PE0478  STATE/COUNTY-  ME/PENOBSCOT
 PE0478  USGS QUAD   -  BANGOR (1991)
 PE0478
 PE0478                         *CURRENT SURVEY CONTROL
 PE0478  ___________________________________________________________________
 PE0478* NAD 83(1986)-  44 47 55.     (N)    068 46 16.     (W)     SCALED    
 PE0478* NAVD 88     -        15.738  (meters)      51.63   (feet)  ADJUSTED  
 PE0478  ___________________________________________________________________
 PE0478  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 PE0478  DYNAMIC HT  -          15.738 (meters)      51.63  (feet)  COMP
 PE0478  MODELED GRAV-     980,583.4   (mgal)                       NAVD 88
 PE0478
 PE0478  VERT ORDER  -  FIRST     CLASS I
 PE0478
 PE0478.The horizontal coordinates were scaled from a topographic map and have
 PE0478.an estimated accuracy of +/- 6 seconds.
 PE0478
 PE0478.The orthometric height was determined by differential leveling
 PE0478.and adjusted by the National Geodetic Survey in June 1991..
 PE0478.WARNING-Repeat measurements at this control monument indicate possible
 PE0478.vertical movement.
 PE0478
 PE0478.The geoid height was determined by GEOID03.
 PE0478
 PE0478.The dynamic height is computed by dividing the NAVD 88
 PE0478.geopotential number by the normal gravity value computed on the
 PE0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0478.degrees latitude (g = 980.6199 gals.).
 PE0478
 PE0478.The modeled gravity was interpolated from observed gravity values.
 PE0478
 PE0478;                    North         East    Units  Estimated Accuracy
 PE0478;SPC ME E     -   125,800.      278,550.      MT  (+/- 180 meters Scaled)
 PE0478
 PE0478                          SUPERSEDED SURVEY CONTROL
 PE0478
 PE0478  NGVD 29 (??/??/92)   15.948  (m)           52.32   (f) ADJ UNCH    1 1
 PE0478
 PE0478.Superseded values are not recommended for survey control.
 PE0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0478.See file dsdata.txt to determine how the superseded data were derived.
 PE0478
 PE0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK181606(NAD 83)
 PE0478_MARKER: DD = SURVEY DISK
 PE0478_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE0478_SP_SET: WALKWAY BRIDGE
 PE0478_STAMPING: B H 3
 PE0478_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0478
 PE0478  HISTORY     - Date     Condition        Report By
 PE0478  HISTORY     - UNK      MONUMENTED       ME0250
 PE0478  HISTORY     - 1966     GOOD             NGS
 PE0478  HISTORY     - 1978     GOOD             NGS
 PE0478  HISTORY     - 1978     GOOD             DMA
 PE0478  HISTORY     - 1990     GOOD             USPSQD
 PE0478
 PE0478                          STATION DESCRIPTION
 PE0478
 PE0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0478'AT BANGOR.
 PE0478'AT BANGOR, AT THE NORTHWEST END OF THE UNION STREET BRIDGE OVER
 PE0478'THE PENOBSCOT RIVER, 5.1 FEET NORTHEAST OF THE NORTHEAST CURB
 PE0478'LINE OF THE ROADWAY, 4.9 FEET SOUTHEAST OF THE SOUTH CORNER
 PE0478'OF A L SHAPED CONCRETE GUARD RAIL POST, IN THE TOP OF THE
 PE0478'NORTHWEST END OF THE NORTHEAST WALKWAY OF THE BRIDGE AND ABOUT
 PE0478'1 1/2 FEET ABOVE THE ROADWAY.
 PE0478
 PE0478                          STATION RECOVERY (1978)
 PE0478
 PE0478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PE0478'RECOVERED IN GOOD CONDITION.
 PE0478
 PE0478                          STATION RECOVERY (1978)
 PE0478
 PE0478'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PE0478'RECOVERED IN GOOD CONDITION.
 PE0478
 PE0478                          STATION RECOVERY (1990)
 PE0478
 PE0478'RECOVERY NOTE BY US POWER SQUADRON 1990 (ELG)
 PE0478'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB2640 ***********************************************************************
 AB2640  SACS        -  This is a Secondary Airport Control Station.
 AB2640  DESIGNATION -  BHB D
 AB2640  PID         -  AB2640
 AB2640  STATE/COUNTY-  ME/HANCOCK
 AB2640  USGS QUAD   -  SALSBURY COVE (1981)
 AB2640
 AB2640                         *CURRENT SURVEY CONTROL
 AB2640  ___________________________________________________________________
 AB2640* NAD 83(1996)-  44 26 44.53994(N)    068 22 02.73018(W)     ADJUSTED  
 AB2640* NAVD 88     -        22.12   (meters)      72.6    (feet)  GPS OBS   
 AB2640  ___________________________________________________________________
 AB2640  X           -   1,681,402.283 (meters)                     COMP
 AB2640  Y           -  -4,239,693.389 (meters)                     COMP
 AB2640  Z           -   4,443,581.413 (meters)                     COMP
 AB2640  LAPLACE CORR-           5.99  (seconds)                    DEFLEC99
 AB2640  ELLIP HEIGHT-          -2.19  (meters)          (01/07/02) GPS OBS
 AB2640  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 AB2640
 AB2640  HORZ ORDER  -  FIRST
 AB2640  ELLP ORDER  -  FIFTH     CLASS I
 AB2640
 AB2640.This mark is at Hancock Co-Bar Harbor Airport (BHB)
 AB2640
 AB2640.The horizontal coordinates were established by GPS observations
 AB2640.and adjusted by the National Geodetic Survey in July 1997..
 AB2640
 AB2640.The orthometric height was determined by GPS observations and a
 AB2640.high-resolution geoid model.
 AB2640
 AB2640.GPS derived orthometric heights for airport stations designated as
 AB2640.PACS or SACS are published to 2 decimal places.  This maintains
 AB2640.centimeter relative accuracy between the PACS and SACS.  It does
 AB2640.not indicate centimeter accuracy relative to other marks which are
 AB2640.part of the NAVD 88 network.
 AB2640
 AB2640.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2640
 AB2640.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2640
 AB2640.The ellipsoidal height was determined by GPS observations
 AB2640.and is referenced to NAD 83.
 AB2640
 AB2640.The geoid height was determined by GEOID03.
 AB2640
 AB2640;                    North         East     Units Scale Factor Converg.
 AB2640;SPC ME E     -    86,561.503   310,552.353   MT  0.99990137   +0 05 34.2
 AB2640;UTM  19      - 4,921,572.884   550,334.954   MT  0.99963116   +0 26 34.7
 AB2640
 AB2640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2640!SPC ME E     -   1.00000034  x   0.99990137  =   0.99990171
 AB2640!UTM  19      -   1.00000034  x   0.99963116  =   0.99963150
 AB2640
 AB2640                          SUPERSEDED SURVEY CONTROL
 AB2640
 AB2640  ELLIP H (07/24/97)   -2.20   (m)                       GP(       ) 1 1
 AB2640  NAD 83(1992)-  44 26 44.53993(N)    068 22 02.72963(W) AD(1995.00) 1
 AB2640  ELLIP H (04/19/96)   -2.22   (m)                       GP(1995.00) 3 1
 AB2640
 AB2640.Superseded values are not recommended for survey control.
 AB2640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2640.See file dsdata.txt to determine how the superseded data were derived.
 AB2640
 AB2640_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK5033521573(NAD 83)
 AB2640_MARKER: DD = SURVEY DISK
 AB2640_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB2640_STAMPING: BHB D 1995
 AB2640_MARK LOGO: NGS   
 AB2640_PROJECTION: RECESSED 15 CENTIMETERS
 AB2640_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2640+STABILITY: SURFACE MOTION
 AB2640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2640+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1996
 AB2640_ROD/PIPE-DEPTH: 1.0  meters
 AB2640
 AB2640  HISTORY     - Date     Condition        Report By
 AB2640  HISTORY     - 1995     MONUMENTED       CHANCE
 AB2640  HISTORY     - 19960703 GOOD             CHANCE
 AB2640
 AB2640                          STATION DESCRIPTION
 AB2640
 AB2640'DESCRIBED BY JE CHANCE AND ASSOCIATES 1995 (CRL)
 AB2640'THE STATION IS LOCATED AT THE TOWN OF TRENTON AT THE HANCOCK COUNTY -
 AB2640'BAR HARBOR AIRPORT.  OWNERSHIP--HANCOCK COUNTY, ROBERT COSSETTE -
 AB2640'AIRPORT MANAGER, PHONE 207-667-7329  TO REACH THE STATION FROM THE
 AB2640'POST OFFICE IN ELLSWORTH, PROCEED EAST AND SOUTH ON U.S.  HIGHWAY 1
 AB2640'FOR 2.1 KM (1.30 MI) TO THE INTERSECTION WITH STATE HIGHWAY 3.
 AB2640'PROCEED SOUTH ON STATE HIGHWAY 3 FOR 10.55 KM (6.55 MI) TO THE AIRPORT
 AB2640'ROAD ON THE LEFT.  TURN LEFT AND GO 0.25 KM (0.15 MI) ALONG THE
 AB2640'AIRPORT ROAD TO THE TERMINAL BUILDING.  FROM THE TERMINAL BUILDING
 AB2640'PROCEED WEST ALONG TAXIWAY A FOR 0.3 KM (0.20 MI) CROSSING RUNWAY 4-22
 AB2640'TO THE STATION ON THE LEFT AT THE TOP OF A SLOPE NORTH OF A RETENTION
 AB2640'POND  THE STATION IS THE CENTER OF A 5 CM (2 IN) SURVEY DISK SET INTO
 AB2640'THE TOP OF A 1 M (3.3 FT) LONG FENO PIPE, RECESSED 27 CM (11 IN) BELOW
 AB2640'GROUND LEVEL AND ENCASED IN A 12.7 CM (5 IN) DIA PVC PIPE WITH A LOGO
 AB2640'CAP SURROUNDED BY CONCRETE.  THE LOGO CAP AND CONCRETE ARE RECESSED 15
 AB2640'CM (6 IN) BELOW GROUND.  THREE CIRCULAR ANCHOR PRONGS EXTEND FROM THE
 AB2640'BOTTOM OF THE PIPE.  THE STATION IS LOCATED 0.5 M (1.6 FT)
 AB2640'NORTH-NORTHEAST FROM THE TOP OF A SLOPE, 76.59 M (251.28 FT) NORTHWEST
 AB2640'FROM THE THIRD RUNWAY LIGHT NORTHEAST OF THE SOUTHWEST END OF RUNWAY
 AB2640'4-22, 91.00 M (298.56 FT) WEST FROM THE FOURTH RUNWAY LIGHT NORTHEAST
 AB2640'OF THE SOUTHWEST END OF RUNWAY 4-22, AND 69.15 M (226.87 FT) SOUTH
 AB2640'FROM THE SOUTH EDGE OF THE TAXIWAY  THE STATION IS DESIGNATED AS A
 AB2640'SECONDARY AIRPORT CONTROL STATION (SACS) - MAINE ANA SURVEYS 1995.
 AB2640
 AB2640                          STATION RECOVERY (1996)
 AB2640
 AB2640'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (CBL)
 AB2640'THE STATION IS LOCATED AT THE TOWN OF TRENTON AT THE HANCOCK COUNTY -
 AB2640'BAR HARBOR AIRPORT.  OWNERSHIP--HANCOCK COUNTY, ROBERT COSSETTE -
 AB2640'AIRPORT MANAGER, PHONE 207-667-7329 TO REACH THE STATION FROM THE POST
 AB2640'OFFICE IN ELLSWORTH, PROCEED EAST AND SOUTH ON U.S.  HIGHWAY 1 FOR 2.1
 AB2640'KM (1.30 MI) TO THE INTERSECTION WITH STATE HIGHWAY 3. PROCEED SOUTH
 AB2640'ON STATE HIGHWAY 3 FOR 10.55 KM (6.55 MI) TO THE AIRPORT ROAD ON THE
 AB2640'LEFT.  TURN LEFT AND GO 0.25 KM (0.15 MI) ALONG THE AIRPORT ROAD TO
 AB2640'THE TERMINAL BUILDING.  FROM THE TERMINAL BUILDING PROCEED WEST ALONG
 AB2640'TAXIWAY A FOR 0.3 KM (0.20 MI) CROSSING RUNWAY 4-22 TO THE STATION ON
 AB2640'THE LEFT AT THE TOP OF A SLOPE NORTH OF A RETENTION POND THE STATION
 AB2640'IS THE CENTER OF A 5 CM (2 IN) SURVEY DISK SET INTO THE TOP OF A 1 M
 AB2640'(3.3 FT) LONG FENO PIPE, RECESSED 27 CM (11 IN) BELOW GROUND LEVEL AND
 AB2640'ENCASED IN A 12.7 CM (5 IN) DIA PVC PIPE WITH A LOGO CAP SURROUNDED BY
 AB2640'CONCRETE.  THE LOGO CAP AND CONCRETE ARE RECESSED 15 CM (6 IN) BELOW
 AB2640'GROUND.  THREE CIRCULAR ANCHOR PRONGS EXTEND FROM THE BOTTOM OF THE
 AB2640'PIPE.  THE STATION IS LOCATED 0.5 M (1.6 FT) NORTH-NORTHEAST FROM THE
 AB2640'TOP OF A SLOPE, 76.59 M (251.28 FT) NORTHWEST FROM THE THIRD RUNWAY
 AB2640'LIGHT NORTHEAST OF THE SOUTHWEST END OF RUNWAY 4-22, 91.00 M (298.56
 AB2640'FT) WEST FROM THE FOURTH RUNWAY LIGHT NORTHEAST OF THE SOUTHWEST END
 AB2640'OF RUNWAY 4-22, AND 69.15 M (226.87 FT) SOUTH FROM THE SOUTH EDGE OF
 AB2640'THE TAXIWAY THE STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL
 AB2640'STATION (SACS) - MAINE ANA SURVEYS 1995.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB2641 ***********************************************************************
 AB2641  SACS        -  This is a Secondary Airport Control Station.
 AB2641  DESIGNATION -  BHB E
 AB2641  PID         -  AB2641
 AB2641  STATE/COUNTY-  ME/HANCOCK
 AB2641  USGS QUAD   -  SALSBURY COVE (1981)
 AB2641
 AB2641                         *CURRENT SURVEY CONTROL
 AB2641  ___________________________________________________________________
 AB2641* NAD 83(1996)-  44 26 47.63004(N)    068 21 22.82300(W)     ADJUSTED  
 AB2641* NAVD 88     -        15.76   (meters)      51.7    (feet)  GPS OBS   
 AB2641  ___________________________________________________________________
 AB2641  X           -   1,682,196.224 (meters)                     COMP
 AB2641  Y           -  -4,239,301.711 (meters)                     COMP
 AB2641  Z           -   4,443,645.067 (meters)                     COMP
 AB2641  LAPLACE CORR-           5.80  (seconds)                    DEFLEC99
 AB2641  ELLIP HEIGHT-          -8.53  (meters)          (01/07/02) GPS OBS
 AB2641  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 AB2641
 AB2641  HORZ ORDER  -  FIRST
 AB2641  ELLP ORDER  -  FIFTH     CLASS I
 AB2641
 AB2641.This mark is at Hancock Co-Bar Harbor Airport (BHB)
 AB2641
 AB2641.The horizontal coordinates were established by GPS observations
 AB2641.and adjusted by the National Geodetic Survey in July 1997..
 AB2641
 AB2641.The orthometric height was determined by GPS observations and a
 AB2641.high-resolution geoid model.
 AB2641
 AB2641.GPS derived orthometric heights for airport stations designated as
 AB2641.PACS or SACS are published to 2 decimal places.  This maintains
 AB2641.centimeter relative accuracy between the PACS and SACS.  It does
 AB2641.not indicate centimeter accuracy relative to other marks which are
 AB2641.part of the NAVD 88 network.
 AB2641
 AB2641.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2641
 AB2641.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2641
 AB2641.The ellipsoidal height was determined by GPS observations
 AB2641.and is referenced to NAD 83.
 AB2641
 AB2641.The geoid height was determined by GEOID03.
 AB2641
 AB2641;                    North         East     Units Scale Factor Converg.
 AB2641;SPC ME E     -    86,658.365   311,434.526   MT  0.99990161   +0 06 02.2
 AB2641;UTM  19      - 4,921,675.107   551,216.281   MT  0.99963226   +0 27 02.6
 AB2641
 AB2641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2641!SPC ME E     -   1.00000134  x   0.99990161  =   0.99990295
 AB2641!UTM  19      -   1.00000134  x   0.99963226  =   0.99963360
 AB2641
 AB2641                          SUPERSEDED SURVEY CONTROL
 AB2641
 AB2641  ELLIP H (07/24/97)   -8.54   (m)                       GP(       ) 1 1
 AB2641  NAD 83(1992)-  44 26 47.63003(N)    068 21 22.82245(W) AD(1995.00) 1
 AB2641  ELLIP H (04/19/96)   -8.56   (m)                       GP(1995.00) 3 1
 AB2641
 AB2641.Superseded values are not recommended for survey control.
 AB2641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2641.See file dsdata.txt to determine how the superseded data were derived.
 AB2641
 AB2641_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK5121621675(NAD 83)
 AB2641_MARKER: DD = SURVEY DISK
 AB2641_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB2641_STAMPING: BHB E 1995
 AB2641_MARK LOGO: NGS   
 AB2641_PROJECTION: RECESSED 12 CENTIMETERS
 AB2641_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2641+STABILITY: SURFACE MOTION
 AB2641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2641+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1996
 AB2641_ROD/PIPE-DEPTH: 1.2  meters
 AB2641
 AB2641  HISTORY     - Date     Condition        Report By
 AB2641  HISTORY     - 1995     MONUMENTED       CHANCE
 AB2641  HISTORY     - 19960703 GOOD             CHANCE
 AB2641
 AB2641                          STATION DESCRIPTION
 AB2641
 AB2641'DESCRIBED BY JE CHANCE AND ASSOCIATES 1995 (CRL)
 AB2641'THE STATION IS LOCATED AT THE TOWN OF TRENTON AT THE HANCOCK COUNTY -
 AB2641'BAR HARBOR AIRPORT.  OWNERSHIP--HANCOCK COUNTY, ROBERT COSSETTE -
 AB2641'AIRPORT MANAGER, PHONE 207-667-7329  TO REACH THE STATION FROM THE
 AB2641'POST OFFICE IN ELLSWORTH, PROCEED EAST AND SOUTH ON U.S.  HIGHWAY 1
 AB2641'FOR 2.1 KM (1.30 MI) TO THE INTERSECTION WITH STATE HIGHWAY 3.
 AB2641'PROCEED SOUTH ON STATE HIGHWAY 3 FOR 10.55 KM (6.55 MI) TO THE AIRPORT
 AB2641'ROAD ON THE LEFT.  TURN LEFT AND GO 0.25 KM (0.15 MI) ALONG THE
 AB2641'AIRPORT ROAD TO THE TERMINAL BUILDING.  FROM THE TERMINAL BUILDING
 AB2641'PROCEED EAST ALONG TAXIWAY A FOR 0.40 KM (0.25 MI) CROSSING RUNWAY
 AB2641'17-35 TO THE STATION ON THE RIGHT  THE STATION IS THE CENTER OF A 5 CM
 AB2641'(2 IN) SURVEY DISK SET INTO THE TOP OF A 1 M (3.3 FT) LONG FENO PIPE,
 AB2641'RECESSED 12 CM BELOW GROUND LEVEL AND ENCASED IN A 12.7 CM (5 IN) DIA
 AB2641'PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE.  THE LOGO CAP AND
 AB2641'CONCRETE ARE RECESSED 15 CM (6 IN) BELOW GROUND.  THREE CIRCULAR
 AB2641'ANCHOR PRONGS EXTEND FROM THE BOTTOM OF THE PIPE.  THE STATION IS
 AB2641'LOCATED 47.4 M (155.5 FT) EAST-SOUTHEAST FROM 1ST RWY LIGHT S OF
 AB2641'TAXIWAY, 51.00 M (167.32 FT) NORTHEAST OF 2ND RWY LIGHT S OF TAXIWAY,
 AB2641'42.81 M (140.45 FT) SOUTHEAST OF CENTER OF CATCH-BASIN, 44.05 M
 AB2641'(144.52 FT) EAST-NORTHEAST OF EAST EDGE OF RWY 17-35, AND 11.34 M
 AB2641'(37.20 FT) SOUTH-SOUTHWEST OF SOUTH EDGE OF TAXIWAY A  THE STATION IS
 AB2641'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION (SACS) - MAINE ANA
 AB2641'SURVEYS 1995.
 AB2641
 AB2641                          STATION RECOVERY (1996)
 AB2641
 AB2641'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (CRL)
 AB2641'THE STATION IS LOCATED AT THE TOWN OF TRENTON AT THE HANCOCK COUNTY -
 AB2641'BAR HARBOR AIRPORT.  OWNERSHIP--HANCOCK COUNTY, ROBERT COSSETTE -
 AB2641'AIRPORT MANAGER, PHONE 207-667-7329 TO REACH THE STATION FROM THE POST
 AB2641'OFFICE IN ELLSWORTH, PROCEED EAST AND SOUTH ON U.S.  HIGHWAY 1 FOR 2.1
 AB2641'KM (1.30 MI) TO THE INTERSECTION WITH STATE HIGHWAY 3. PROCEED SOUTH
 AB2641'ON STATE HIGHWAY 3 FOR 10.55 KM (6.55 MI) TO THE AIRPORT ROAD ON THE
 AB2641'LEFT.  TURN LEFT AND GO 0.25 KM (0.15 MI) ALONG THE AIRPORT ROAD TO
 AB2641'THE TERMINAL BUILDING.  FROM THE TERMINAL BUILDING PROCEED EAST ALONG
 AB2641'TAXIWAY A FOR 0.40 KM (0.25 MI) CROSSING RUNWAY 17-35 TO THE STATION
 AB2641'ON THE RIGHT THE STATION IS THE CENTER OF A 5 CM (2 IN) SURVEY DISK
 AB2641'SET INTO THE TOP OF A 1 M (3.3 FT) LONG FENO PIPE, RECESSED 12 CM
 AB2641'BELOW GROUND LEVEL AND ENCASED IN A 12.7 CM (5 IN) DIA PVC PIPE WITH A
 AB2641'LOGO CAP SURROUNDED BY CONCRETE.  THE LOGO CAP AND CONCRETE ARE
 AB2641'RECESSED 15 CM (6 IN) BELOW GROUND.  THREE CIRCULAR ANCHOR PRONGS
 AB2641'EXTEND FROM THE BOTTOM OF THE PIPE.  THE STATION IS LOCATED 47.4 M
 AB2641'(155.5 FT) EAST-SOUTHEAST FROM 1ST RWY LIGHT S OF TAXIWAY, 51.00 M
 AB2641'(167.32 FT) NORTHEAST OF 2ND RWY LIGHT S OF TAXIWAY, 42.81 M (140.45
 AB2641'FT) SOUTHEAST OF CENTER OF CATCH-BASIN, 44.05 M (144.52 FT)
 AB2641'EAST-NORTHEAST OF EAST EDGE OF RWY 17-35, AND 11.34 M (37.20 FT)
 AB2641'SOUTH-SOUTHWEST OF SOUTH EDGE OF TAXIWAY A THE STATION IS DESIGNATED
 AB2641'AS A SECONDARY AIRPORT CONTROL STATION (SACS) - MAINE ANA SURVEYS
 AB2641'1995.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2775 ***********************************************************************
 OC2775  DESIGNATION -  BIDDE
 OC2775  PID         -  OC2775
 OC2775  STATE/COUNTY-  ME/YORK
 OC2775  USGS QUAD   -  BIDDEFORD (1975)
 OC2775
 OC2775                         *CURRENT SURVEY CONTROL
 OC2775  ___________________________________________________________________
 OC2775* NAD 83(1996)-  43 27 45.66521(N)    070 28 22.37117(W)     ADJUSTED  
 OC2775* NAVD 88     -        49.8    (meters)     163.     (feet)  GPS OBS   
 OC2775  ___________________________________________________________________
 OC2775  X           -   1,549,851.628 (meters)                     COMP
 OC2775  Y           -  -4,370,071.335 (meters)                     COMP
 OC2775  Z           -   4,364,969.737 (meters)                     COMP
 OC2775  LAPLACE CORR-           3.96  (seconds)                    DEFLEC99
 OC2775  ELLIP HEIGHT-          23.49  (meters)          (02/25/02) GPS OBS
 OC2775  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 OC2775
 OC2775  HORZ ORDER  -  THIRD
 OC2775  ELLP ORDER  -  FIFTH     CLASS I
 OC2775
 OC2775.This mark is at Biddeford Airport (B19)
 OC2775
 OC2775.The horizontal coordinates were established by GPS observations
 OC2775.and adjusted by the National Geodetic Survey in September 1997..
 OC2775
 OC2775.The orthometric height was determined by GPS observations and a
 OC2775.high-resolution geoid model.
 OC2775
 OC2775.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OC2775
 OC2775.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2775
 OC2775.The ellipsoidal height was determined by GPS observations
 OC2775.and is referenced to NAD 83.
 OC2775
 OC2775.The geoid height was determined by GEOID03.
 OC2775
 OC2775;                    North         East     Units Scale Factor Converg.
 OC2775;SPC ME W     -    69,961.410   875,219.984   MT  0.99997422   -0 12 38.3
 OC2775;UTM  19      - 4,813,250.814   380,851.902   MT  0.99977462   -1 00 47.8
 OC2775
 OC2775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2775!SPC ME W     -   0.99999632  x   0.99997422  =   0.99997054
 OC2775!UTM  19      -   0.99999632  x   0.99977462  =   0.99977094
 OC2775
 OC2775|---------------------------------------------------------------------|
 OC2775| PID    Reference Object                     Distance      Geod. Az  |
 OC2775|                                                           dddmmss.s |
 OC2775| OC0229 S 161                               214.958 METERS 34139     |
 OC2775|---------------------------------------------------------------------|
 OC2775
 OC2775                          SUPERSEDED SURVEY CONTROL
 OC2775
 OC2775  ELLIP H (09/15/97)   23.46   (m)                       GP(       ) 5 1
 OC2775  NAD 83(1992)-  43 27 45.66255(N)    070 28 22.37372(W) AD(       ) 1
 OC2775  ELLIP H (01/28/95)   23.54   (m)                       GP(       ) 4 2
 OC2775  NAD 83(1986)-  43 27 45.67155(N)    070 28 22.38036(W) AD(       ) 1
 OC2775  NAD 27      -  43 27 45.36832(N)    070 28 24.19020(W) AD(       ) 1
 OC2775  NGVD 29 (11/20/87)   50.2    (m)          165.     (f) GPS OBS        
 OC2775
 OC2775.Superseded values are not recommended for survey control.
 OC2775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2775.See file dsdata.txt to determine how the superseded data were derived.
 OC2775
 OC2775_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ8085213251(NAD 83)
 OC2775_MARKER: DH = HORIZONTAL CONTROL DISK
 OC2775_SETTING: 66 = SET IN ROCK OUTCROP
 OC2775_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 OC2775_STAMPING: BIDDE 1985
 OC2775_MARK LOGO: NGS   
 OC2775_MAGNETIC: N = NO MAGNETIC MATERIAL
 OC2775_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC2775+STABILITY: POSITION/ELEVATION WELL
 OC2775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OC2775+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1996
 OC2775
 OC2775  HISTORY     - Date     Condition        Report By
 OC2775  HISTORY     - 1985     MONUMENTED       NGS
 OC2775  HISTORY     - 19860929 GOOD
 OC2775  HISTORY     - 19951003 GOOD             CHANCE
 OC2775  HISTORY     - 19960701 GOOD             NGS
 OC2775
 OC2775                          STATION DESCRIPTION
 OC2775
 OC2775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (MRM)
 OC2775'THE STATION IS LOCATED ABOUT 2.1 KM (1.3 MI)
 OC2775'SOUTH OF THE JUNCTION OF U.S. HIGHWAY 1 AND STATE HIGHWAY 111 IN
 OC2775'BIDDEFORD, 1.3 KM (0.8 MI) NORTHEAST OF THE BIDDEFORD CITY LIMITS,
 OC2775'AT THE BIDDEFORD MUNICIPAL AIRPORT, IN A LARGE ROCK OUTCROP LOCATED
 OC2775'ON A SMALL KNOLL ALONG THE EAST SIDE OF THE RUNWAY.
 OC2775'OWNERSHIP--CITY OF BIDDEFORD, VICTOR LORIANGER - AIRPORT MANAGER,
 OC2775'BIDDEFORD MUNICIPAL AIRPORT, BIDDEFORD ME, PHONE 207-282-3713.
 OC2775'
 OC2775'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE
 OC2775'HIGHWAY 111 WHICH IS ABOUT 2.7 KM (1.7 MI) EAST-NORTHEAST OF EXIT 4
 OC2775'OF THE MAINE TURNPIKE, GO SOUTHWEST FOR 1.4 KM (0.9 MI) ON HIGHWAY
 OC2775'1 TO THE ENTRANCE TO THE ST. MARYS CEMETERY ON THE LEFT.
 OC2775'CONTINUE STRAIGHT AHEAD AND GO SOUTHWEST FOR
 OC2775'0.3 KM (0.2 MI) ON HIGHWAY 1 TO A PAVED STREET LEFT.
 OC2775'TURN LEFT AND GO SOUTHEAST FOR 0.5 KM (0.3 MI) ON CARVER STREET TO
 OC2775'A T-JUNCTION.
 OC2775'TURN LEFT AND GO SOUTHEAST FOR 0.6 KM (0.4 MI) ON THE PAVED ROAD TO
 OC2775'THE AIRPORT ENTRANCE GATE.  PASS THROUGH GATE AND GO SOUTHEAST FOR
 OC2775'0.2 KM (0.1 MI) ACROSS TARMAC AND RUNWAY TO A DEEP DITCH.  TURN
 OC2775'LEFT AND GO 0.2 KM (0.1 MI) ALONG THE DITCH TO THE END OF DITCH ON
 OC2775'THE RIGHT.  TURN DOUBLE RIGHT AND GO SOUTHWEST FOR 0.2 KM (0.1 MI)
 OC2775'ON A SEMI-GRADED STRIP TO THE EDGE OF BORROW PIT AND THE STATION ON
 OC2775'THE LEFT.
 OC2775'
 OC2775'THE STATION IS A STANDARD NGS DISK
 OC2775'STAMPED---BIDDE 1985---,
 OC2775'SET INTO A DRILL HOLE IN A NORTHEAST-SOUTHWEST ROCK OUTCROP THAT
 OC2775'IS 4 METERS (13 FT) LONG, 1.5 METERS (5 FT) WIDE AND PROJECTS ABOUT
 OC2775'7 CM AT ITS HIGHEST POINT.  LOCATED
 OC2775'101 METERS (331.5 FT) SOUTHWEST FROM THE EXTENDED CENTER OF A RAMP
 OC2775'LEADING FROM THE ENTRANCE GATE,
 OC2775'28 METERS (92 FT) SOUTHEAST FROM THE EDGE OF THE DEEP DITCH,
 OC2775'5.0 METERS (16.5 FT) NORTH-NORTHWEST FROM THE CENTER OF A SMALL
 OC2775'CONCRETE BASE FOR WINDSOCK POLE (POLE REMOVED) AND ABOUT 4 METERS (13
 OC2775'FT) HIGHER THAN THE RUNWAY.
 OC2775'
 OC2775'AZIMUTH MARK NO. 1 IS A STANDARD CGS BENCH MARK DISK
 OC2775'STAMPED---S 161 1966---,
 OC2775'SET INTO A DRILL HOLE IN A ROCK OUTCROP ABOUT 1 METER BY 2 METERS
 OC2775'PROJECTING 5 CM ABOVE GROUND.  LOCATED
 OC2775'10.5 METERS (34.5 FT) NORTH-NORTHEAST FROM THE CENTER OF THE
 OC2775'ENTRANCE GATE,
 OC2775'10.0 METERS (32.8 FT) WEST-NORTHWEST FROM THE WEST CORNER OF THE
 OC2775'TERMINAL BUILDING (TO BE MOVED DURING CONSTRUCTION),
 OC2775'13.8 METERS (45.3 FT) SOUTHEAST FROM UTILITY POLE NUMBER 570/4,
 OC2775'2.3 METERS (7.6 FT) SOUTHWEST FROM A METAL GUY EMBEDDED IN A
 OC2775'BOULDER,
 OC2775'2.0 METERS (6.6 FT) NORTHEAST FROM THE ROAD EDGE AND ABOUT 0.5
 OC2775'METERS (1.6 FT) HIGHER THAN THE ROAD.
 OC2775'TO REACH THE AZIMUTH FROM THE STATION,
 OC2775'GO NORTHEAST FOR 0.2 KM (0.15 MI) ON THE SEMI-GRADED STRIP TO THE
 OC2775'END OF A DITCH.  TURN DOUBLE LEFT AND GO 0.2 KM (0.1 MI) ALONG
 OC2775'THE DITCH.  TURN RIGHT AND GO 0.2 KM (0.1 MI) ACROSS RUNWAY AND
 OC2775'TARMAC TO THE AIRPORT ENTRANCE GATE.  PASS THROUGH GATE AND GO
 OC2775'ABOUT 10 METERS (30 FT) TO THE MARK ON THE RIGHT.
 OC2775'
 OC2775'NO REFERENCE MARKS WERE SET AT THIS TIME.  CGS BENCH MARK S 161 WAS
 OC2775'USED AS AN AZIMUTH MARK.
 OC2775'
 OC2775'FAA AIRPORT SURVEYS, MAINE, OCTOBER-NOVEMBER 1985.
 OC2775'
 OC2775'THIS STATION SUITABLE FOR GPS SURVEYS.
 OC2775'
 OC2775'DESCRIBED BY G.R. HEID.
 OC2775
 OC2775                          STATION RECOVERY (1986)
 OC2775
 OC2775'RECOVERED 1986
 OC2775'RECOVERED IN GOOD CONDITION.
 OC2775
 OC2775                          STATION RECOVERY (1995)
 OC2775
 OC2775'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (DS)
 OC2775'RECOVERED AS DESCRIBED.
 OC2775
 OC2775                          STATION RECOVERY (1996)
 OC2775
 OC2775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (WCW)
 OC2775'THE STATION IS LOCATED ABOUT 2.1 KM (1.30 MI) SOUTH OF THE JUNCTION OF
 OC2775'U.S.  HIGHWAY 1 AND STATE HIGHWAY 111 IN BIDDEFORD, ABOUT 2.4 KM (1.50
 OC2775'MI) EAST-SOUTHEAST OF INTERSTATE 95 EXIT 4, 1.3 KM (0.80 MI) NORTHEAST
 OC2775'OF THE BIDDEFORD CITY LIMITS, AT THE BIDDEFORD MUNICIPAL AIRPORT, IN A
 OC2775'LARGE ROCK OUTCROP LOCATED ON A KNOLL ALONG THE SOUTHEAST SIDE OF THE
 OC2775'RUNWAY.  OWNERSHIP--CITY OF BIDDEFORD, AIRPORT MANAGER GEORGE
 OC2775'MONTEITH, BIDDEFORD MUNICIPAL AIRPORT, 88 LANDRY STREET, BIDDEFORD ME,
 OC2775'04005 PHONE 207-283-2902.  ALSO FBO OWNER DAVE CARTER, PHONE
 OC2775'207-286-1880. TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY
 OC2775'1 AND STATE HIGHWAY 111 GO WEST ON WEST STREET WHICH INTERSECTS U.S.
 OC2775'HIGHWAY 1 FOR 1.6 KM (1.00 MI) TO GRANITE STREET EXTENSION ON RIGHT,
 OC2775'PASSING HILL STREET AT 0.8 KM (0.50 MI) WHICH CONNECTS TO LANDRY
 OC2775'STREET AND THE AIRPORT.  TURN RIGHT AND GO SOUTHWEST FOR 1.4 KM (0.85
 OC2775'MI) TO DECHENE STREET ON RIGHT.  TURN RIGHT AND GO NORTHWEST FOR 0.13
 OC2775'KM (0.10 MI) ON A TWO LANE DIRT ROAD TO A NARROW DIRT TRACK ROAD ON
 OC2775'LEFT AND AN IMPASSABLE DRAINAGE DITCH ON RIGHT JUST PAST A SMALL RISE.
 OC2775'TURN LEFT AND GO WESTERLY FOR 0.2 KM (0.10 MI) TO AN OPEN AREA OF SOFT
 OC2775'SAND AHEAD (4WD REQD) JUST PAST A CURVE RIGHT AND THE STATION ON THE
 OC2775'RIGHT. THE STATION IS 101 M (331.4 FT) SOUTHWEST FROM THE EXTENDED
 OC2775'CENTER OF THE CONNECTOR TAXI LEADING FROM THE ENTRANCE GATE, 28 M
 OC2775'(91.9 FT) SOUTHEAST FROM THE EDGE OF THE DEEP DITCH, 5.0 M (16.4 FT)
 OC2775'NORTH-NORTHWEST FROM THE CENTER OF A SMALL CONCRETE FOUNDATION FOR
 OC2775'WINDSOCK (REMOVED) AND IS SET IN A NORTHEAST-SOUTHWEST ROCK OUTCROP
 OC2775'THAT IS 4 M (13.1 FT) LONG AND 1.5 M (4.9 FT) WIDE.  THE STATION IS
 OC2775'ABOUT 4 M (13.1 FT) HIGHER THAN THE RUNWAY.  DESC BY WCW-1996.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2052 ***********************************************************************
 OC2052  DESIGNATION -  BIDDEFORD 1851
 OC2052  PID         -  OC2052
 OC2052  STATE/COUNTY-  ME/YORK
 OC2052  USGS QUAD   -  BIDDEFORD (1975)
 OC2052
 OC2052                         *CURRENT SURVEY CONTROL
 OC2052  ___________________________________________________________________
 OC2052* NAD 83(1996)-  43 25 57.27857(N)    070 22 37.13070(W)     ADJUSTED  
 OC2052* NAVD 88     -        11.     (meters)      36.     (feet)  SCALED    
 OC2052  ___________________________________________________________________
 OC2052  LAPLACE CORR-           3.15  (seconds)                    DEFLEC99
 OC2052  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 OC2052
 OC2052  HORZ ORDER  -  THIRD
 OC2052
 OC2052.The horizontal coordinates were established by classical geodetic methods
 OC2052.and adjusted by the National Geodetic Survey in March 1998..
 OC2052
 OC2052.The orthometric height was scaled from a topographic map.
 OC2052
 OC2052.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2052
 OC2052.The geoid height was determined by GEOID03.
 OC2052
 OC2052;                    North         East     Units Scale Factor Converg.
 OC2052;SPC ME W     -    66,592.480   882,972.146   MT  0.99997023   -0 08 40.5
 OC2052;UTM  19      - 4,809,774.377   388,554.517   MT  0.99975278   -0 56 48.4
 OC2052
 OC2052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2052!SPC ME W     -   1.00000242  x   0.99997023  =   0.99997265
 OC2052!UTM  19      -   1.00000242  x   0.99975278  =   0.99975520
 OC2052
 OC2052:                Primary Azimuth Mark                     Grid Az
 OC2052:SPC ME W     -  FLETCHERS NECK 1851                      059 10 41.4
 OC2052:UTM  19      -  FLETCHERS NECK 1851                      059 58 49.3
 OC2052
 OC2052|---------------------------------------------------------------------|
 OC2052| PID    Reference Object                     Distance      Geod. Az  |
 OC2052|                                                           dddmmss.s |
 OC2052| OC2006 FLETCHERS NECK 1851                 APPROX. 3.3 KM 0590200.9 |
 OC2052|---------------------------------------------------------------------|
 OC2052
 OC2052                          SUPERSEDED SURVEY CONTROL
 OC2052
 OC2052  NAD 83(1992)-  43 25 57.27718(N)    070 22 37.13203(W) AD(       ) 3
 OC2052  NAD 83(1986)-  43 25 57.28314(N)    070 22 37.13745(W) AD(       ) 3
 OC2052  NAD 27      -  43 25 56.98000(N)    070 22 38.96600(W) AD(       ) 3
 OC2052
 OC2052.Superseded values are not recommended for survey control.
 OC2052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2052.See file dsdata.txt to determine how the superseded data were derived.
 OC2052
 OC2052_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ8855509774(NAD 83)
 OC2052
 OC2052  HISTORY     - Date     Condition        Report By
 OC2052  HISTORY     - 1851     MONUMENTED       COASUR
 OC2052  HISTORY     - 1870     SEE DESCRIPTION  CGS
 OC2052  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OC2052
 OC2052                          STATION DESCRIPTION
 OC2052
 OC2052'DESCRIBED BY COAST AND GEODETIC SURVEY 1870
 OC2052'STATION IS ON THE COAST NEAR THE LOWER END OF FLETCHER NECK, ABOUT
 OC2052'3/4 MILE NNE OF FORTUNE ROCK, 1-3/4 MILES S OF MOUTH OF SACO
 OC2052'RIVER, 2-1/2 MILES ESE OF OAK RIDGE, AND ABOUT 0.3 MILE FROM THE
 OC2052'S POINT OF BIDDEFORD POOL.  THE STATION IS ON THE E SIDE OF THE
 OC2052'ROAD FROM BIDDEFORD AND ABOUT 300 METERS FROM THE SHORE.  IT
 OC2052'IS MARKED BY A DRILL HOLE IN A BRICK BURIED BELOW THE SURFACE
 OC2052'WITH A ROD PROJECTING ABOVE THE GROUND.
 OC2052
 OC2052                          STATION RECOVERY (1953)
 OC2052
 OC2052'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EHK)
 OC2052'A THOROUGH SEARCH WAS MADE IN THE AREA OF THIS STATION BUT NO
 OC2052'MARK WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2055 ***********************************************************************
 OC2055  DESIGNATION -  BIDDEFORD MUN STANDPIPE
 OC2055  PID         -  OC2055
 OC2055  STATE/COUNTY-  ME/YORK
 OC2055  USGS QUAD   -  BIDDEFORD (1975)
 OC2055
 OC2055                         *CURRENT SURVEY CONTROL
 OC2055  ___________________________________________________________________
 OC2055* NAD 83(1996)-  43 28 37.21143(N)    070 28 28.86382(W)     ADJUSTED  
 OC2055* NAVD 88     -                                                        
 OC2055  ___________________________________________________________________
 OC2055  LAPLACE CORR-           4.10  (seconds)                    DEFLEC99
 OC2055  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 OC2055
 OC2055  HORZ ORDER  -  THIRD
 OC2055
 OC2055.The horizontal coordinates were established by classical geodetic methods
 OC2055.and adjusted by the National Geodetic Survey in March 1998..
 OC2055
 OC2055
 OC2055.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2055
 OC2055.The geoid height was determined by GEOID03.
 OC2055
 OC2055;                    North         East     Units Scale Factor Converg.
 OC2055;SPC ME W     -    71,552.697   875,079.921   MT  0.99997430   -0 12 43.0
 OC2055;UTM  19      - 4,814,843.590   380,734.169   MT  0.99977497   -1 00 53.3
 OC2055
 OC2055                          SUPERSEDED SURVEY CONTROL
 OC2055
 OC2055  NAD 83(1992)-  43 28 37.21015(N)    070 28 28.86509(W) AD(       ) 4
 OC2055  NAD 83(1986)-  43 28 37.21597(N)    070 28 28.87109(W) AD(       ) 4
 OC2055  NAD 27      -  43 28 36.91334(N)    070 28 30.69093(W) AD(       ) 3
 OC2055
 OC2055.Superseded values are not recommended for survey control.
 OC2055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2055.See file dsdata.txt to determine how the superseded data were derived.
 OC2055
 OC2055_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ8073414844(NAD 83)
 OC2055_MARKER: 52 = STANDPIPE TANK
 OC2055
 OC2055  HISTORY     - Date     Condition        Report By
 OC2055  HISTORY     - 1975     FIRST OBSERVED   NGS
 OC2055
 OC2055                          STATION DESCRIPTION
 OC2055
 OC2055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 OC2055'THE STATION, IS THE TOP-CENTER OF THE 55 FOOT TALL, 65 FOOT
 OC2055'DIAMETER, SILVER, STANDPIPE.  LOCATED IN THE TOWN OF BIDDEFORD, OFF
 OC2055'FOREST STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2037 ***********************************************************************
 OC2037  DESIGNATION -  BIDDEFORD PEPPERELL CO STACK
 OC2037  PID         -  OC2037
 OC2037  STATE/COUNTY-  ME/YORK
 OC2037  USGS QUAD   -  BIDDEFORD (1975)
 OC2037
 OC2037                         *CURRENT SURVEY CONTROL
 OC2037  ___________________________________________________________________
 OC2037* NAD 83(1996)-  43 29 36.27559(N)    070 27 00.68963(W)     ADJUSTED  
 OC2037* NAVD 88     -                                                        
 OC2037  ___________________________________________________________________
 OC2037  LAPLACE CORR-           3.83  (seconds)                    DEFLEC99
 OC2037  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 OC2037
 OC2037  HORZ ORDER  -  THIRD
 OC2037
 OC2037.The horizontal coordinates were established by classical geodetic methods
 OC2037.and adjusted by the National Geodetic Survey in March 1998..
 OC2037
 OC2037
 OC2037.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2037
 OC2037.The geoid height was determined by GEOID03.
 OC2037
 OC2037;                    North         East     Units Scale Factor Converg.
 OC2037;SPC ME W     -    73,368.420   877,067.714   MT  0.99997313   -0 11 42.5
 OC2037;UTM  19      - 4,816,630.917   382,746.807   MT  0.99976911   -0 59 53.7
 OC2037
 OC2037                          SUPERSEDED SURVEY CONTROL
 OC2037
 OC2037  NAD 83(1992)-  43 29 36.27428(N)    070 27 00.69086(W) AD(       ) 4
 OC2037  NAD 83(1986)-  43 29 36.28010(N)    070 27 00.69680(W) AD(       ) 4
 OC2037  NAD 27      -  43 29 35.97800(N)    070 27 02.51400(W) AD(       ) 3
 OC2037
 OC2037.Superseded values are not recommended for survey control.
 OC2037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2037.See file dsdata.txt to determine how the superseded data were derived.
 OC2037
 OC2037_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ8274716631(NAD 83)
 OC2037_MARKER: 63 = STACK
 OC2037
 OC2037  HISTORY     - Date     Condition        Report By
 OC2037  HISTORY     - 1941     FIRST OBSERVED   CGS
 OC2037  HISTORY     - 1954     GOOD             CGS
 OC2037  HISTORY     - 1975     GOOD             NGS
 OC2037  HISTORY     - 1982     GOOD             USPSQD
 OC2037
 OC2037                          STATION DESCRIPTION
 OC2037
 OC2037'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC2037'THIS INTERSECTION STATION IS THE TALL BRICK SMOKESTACK OF THE
 OC2037'PEPPERELL COMPANY WHICH IS LOCATED ON THE S BANK OF THE SACO
 OC2037'RIVER IN THE CITY OF BIDDEFORD.  THIS IS THE TALLEST, ABOUT 150
 OC2037'FEET, IN THE CITY.
 OC2037
 OC2037                          STATION RECOVERY (1954)
 OC2037
 OC2037'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (EHK)
 OC2037'STATION RECOVERED IN APPARENTLY GOOD CONDITION.  THE 1941
 OC2037'DESCRIPTION IS ADEQUATE.
 OC2037
 OC2037                          STATION RECOVERY (1975)
 OC2037
 OC2037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 OC2037'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN
 OC2037'1954.  THE DESCRIPTION WAS FOUND TO BE ADEQUATE.
 OC2037
 OC2037                          STATION RECOVERY (1982)
 OC2037
 OC2037'RECOVERY NOTE BY US POWER SQUADRON 1982 (HMB)
 OC2037'THIS INTERSECTION STATION RECOVERED IN GOOD CONDITION THE 1941
 OC2037'DESCRIPTION BY P.L.B. IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2056 ***********************************************************************
 OC2056  DESIGNATION -  BIDDEFORD POOL MUN TANK
 OC2056  PID         -  OC2056
 OC2056  STATE/COUNTY-  ME/YORK
 OC2056  USGS QUAD   -  BIDDEFORD (1975)
 OC2056
 OC2056                         *CURRENT SURVEY CONTROL
 OC2056  ___________________________________________________________________
 OC2056* NAD 83(1996)-  43 26 20.00668(N)    070 22 49.03565(W)     ADJUSTED  
 OC2056* NAVD 88     -                                                        
 OC2056  ___________________________________________________________________
 OC2056  LAPLACE CORR-           3.22  (seconds)                    DEFLEC99
 OC2056  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 OC2056
 OC2056  HORZ ORDER  -  THIRD
 OC2056
 OC2056.The horizontal coordinates were established by classical geodetic methods
 OC2056.and adjusted by the National Geodetic Survey in March 1998..
 OC2056
 OC2056
 OC2056.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2056
 OC2056.The geoid height was determined by GEOID03.
 OC2056
 OC2056;                    North         East     Units Scale Factor Converg.
 OC2056;SPC ME W     -    67,294.561   882,706.201   MT  0.99997034   -0 08 48.8
 OC2056;UTM  19      - 4,810,479.959   388,298.484   MT  0.99975348   -0 56 57.0
 OC2056
 OC2056                          SUPERSEDED SURVEY CONTROL
 OC2056
 OC2056  NAD 83(1992)-  43 26 20.00527(N)    070 22 49.03694(W) AD(       ) 4
 OC2056  NAD 83(1986)-  43 26 20.01085(N)    070 22 49.04269(W) AD(       ) 4
 OC2056  NAD 27      -  43 26 19.70897(N)    070 22 50.87078(W) AD(       ) 3
 OC2056
 OC2056.Superseded values are not recommended for survey control.
 OC2056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2056.See file dsdata.txt to determine how the superseded data were derived.
 OC2056
 OC2056_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ8829810480(NAD 83)
 OC2056_MARKER: 53 = ELEVATED TANK
 OC2056
 OC2056  HISTORY     - Date     Condition        Report By
 OC2056  HISTORY     - 1975     FIRST OBSERVED   NGS
 OC2056
 OC2056                          STATION DESCRIPTION
 OC2056
 OC2056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 OC2056'THE STATION, BIDDEFORD POOL MUNICIPAL TANK, IS THE RED LIGHT AT THE
 OC2056'TOP-CENTER OF THE CONE SHAPED ROOF OF THE 45 FOOT TALL, ELEVATED,
 OC2056'32 FOOT DIAMETER, 250,000 GAL., WATERTANK ATOP A 155 FOOT
 OC2056'SUPPORT.  THE TOTAL HEIGHT OF STRUCTURE IS ABOUT 202 FEET.  THE
 OC2056'TANK IS OWNED BY KENNEBUNK, KENNEBUNKPORT AND WELLS WATER
 OC2056'DISTRICT.  THE TANK IS LOCATED IN THE TOWN OF BIDDEFORD IN THE
 OC2056'BIDDEFORD POOL AREA 5.5 MILES SOUTH EAST OF JUNCTION ROUTES 9
 OC2056'AND 111.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2044 ***********************************************************************
 OC2044  DESIGNATION -  BIDDEFORD ST JOSEPH CATH CH
 OC2044  PID         -  OC2044
 OC2044  STATE/COUNTY-  ME/YORK
 OC2044  USGS QUAD   -  BIDDEFORD (1975)
 OC2044
 OC2044                         *CURRENT SURVEY CONTROL
 OC2044  ___________________________________________________________________
 OC2044* NAD 83(1996)-  43 29 37.67641(N)    070 27 38.93571(W)     ADJUSTED  
 OC2044* NAVD 88     -                                                        
 OC2044  ___________________________________________________________________
 OC2044  LAPLACE CORR-           3.92  (seconds)                    DEFLEC99
 OC2044  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 OC2044
 OC2044  HORZ ORDER  -  THIRD
 OC2044
 OC2044.The horizontal coordinates were established by classical geodetic methods
 OC2044.and adjusted by the National Geodetic Survey in March 1998..
 OC2044
 OC2044
 OC2044.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2044
 OC2044.The geoid height was determined by GEOID03.
 OC2044
 OC2044;                    North         East     Units Scale Factor Converg.
 OC2044;SPC ME W     -    73,414.632   876,208.574   MT  0.99997363   -0 12 08.8
 OC2044;UTM  19      - 4,816,689.155   381,888.574   MT  0.99977160   -1 00 20.0
 OC2044
 OC2044                          SUPERSEDED SURVEY CONTROL
 OC2044
 OC2044  NAD 83(1992)-  43 29 37.67510(N)    070 27 38.93695(W) AD(       ) 4
 OC2044  NAD 83(1986)-  43 29 37.68098(N)    070 27 38.94290(W) AD(       ) 4
 OC2044  NAD 27      -  43 29 37.38300(N)    070 27 40.75600(W) AD(       ) 3
 OC2044
 OC2044.Superseded values are not recommended for survey control.
 OC2044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2044.See file dsdata.txt to determine how the superseded data were derived.
 OC2044
 OC2044_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ8188916689(NAD 83)
 OC2044_MARKER: 91 = CHURCH CROSS
 OC2044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OC2044+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2004
 OC2044
 OC2044  HISTORY     - Date     Condition        Report By
 OC2044  HISTORY     - 1941     FIRST OBSERVED   CGS
 OC2044  HISTORY     - 1957     GOOD             CGS
 OC2044  HISTORY     - 1975     GOOD             NGS
 OC2044  HISTORY     - 1982     GOOD             USPSQD
 OC2044  HISTORY     - 20041022 GOOD             GEOCAC
 OC2044
 OC2044                          STATION DESCRIPTION
 OC2044
 OC2044'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC2044'THIS INTERSECTION STATION IS THE CROSS ON THE TALL SPIRE ON
 OC2044'ST. JOSEPHS CATHOLIC CHURCH IN THE TOWN OF BIDDEFORD.  THE CHURCH
 OC2044'IS LOCATED ON THE NW CORNER OF THE INTERSECTION OF ELM AND
 OC2044'EMERY STREETS.  THE CHURCH IS MADE OF BRICK WITH A BELFRY UNDER
 OC2044'THE SPIRE WHICH IS SURMOUNTED BY A CROSS.  THE SPIRE HAS AN
 OC2044'ORNAMENTED SLATE ROOF AND IS THE HIGHEST IN THE TOWN.
 OC2044
 OC2044                          STATION RECOVERY (1957)
 OC2044
 OC2044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (FBM)
 OC2044'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION AS
 OC2044'DESCRIBED BY P.L.B. IN 1941.
 OC2044
 OC2044                          STATION RECOVERY (1975)
 OC2044
 OC2044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 OC2044'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN
 OC2044'1957.  THE DESCRIPTION WAS FOUND TO BE ADEQUATE.
 OC2044
 OC2044                          STATION RECOVERY (1982)
 OC2044
 OC2044'RECOVERY NOTE BY US POWER SQUADRON 1982 (HMB)
 OC2044'THIS INTERSECTION STATION WAS RECOVERED AND FOUND TO BE IN GOOD
 OC2044'CONDITION AS DESCRIBED BY P.L.B. IN 1941 WITH THE EXCEPTION THAT
 OC2044'THE CHURCH IS ON ELM ST. BEAR CENTER ST AND NOT AT THE INTERSECTION
 OC2044'OF ELM AND EMERY STREETS.
 OC2044
 OC2044                          STATION RECOVERY (2004)
 OC2044
 OC2044'RECOVERY NOTE BY GEOCACHING 2004 (CEA)
 OC2044'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2004 ***********************************************************************
 OC2004  DESIGNATION -  BIDDLEFORD POOL TEMPORARY
 OC2004  PID         -  OC2004
 OC2004  STATE/COUNTY-  ME/YORK
 OC2004  USGS QUAD   -  BIDDEFORD POOL (1970)
 OC2004
 OC2004                         *CURRENT SURVEY CONTROL
 OC2004  ___________________________________________________________________
 OC2004* NAD 83(1996)-  43 26 54.39128(N)    070 20 37.24190(W)     ADJUSTED  
 OC2004* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 OC2004  ___________________________________________________________________
 OC2004  LAPLACE CORR-           3.02  (seconds)                    DEFLEC99
 OC2004  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 OC2004
 OC2004  HORZ ORDER  -  THIRD
 OC2004
 OC2004.The horizontal coordinates were established by classical geodetic methods
 OC2004.and adjusted by the National Geodetic Survey in March 1998..
 OC2004
 OC2004.The orthometric height was scaled from a topographic map.
 OC2004
 OC2004.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2004
 OC2004.The geoid height was determined by GEOID03.
 OC2004
 OC2004;                    North         East     Units Scale Factor Converg.
 OC2004;SPC ME W     -    68,348.739   885,672.187   MT  0.99996919   -0 07 18.2
 OC2004;UTM  19      - 4,811,492.278   391,278.284   MT  0.99974540   -0 55 26.9
 OC2004
 OC2004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2004!SPC ME W     -   1.00000225  x   0.99996919  =   0.99997144
 OC2004!UTM  19      -   1.00000225  x   0.99974540  =   0.99974765
 OC2004
 OC2004:                Primary Azimuth Mark                     Grid Az
 OC2004:SPC ME W     -  BOON ISLAND LIGHTHOUSE                   196 41 10.9
 OC2004:UTM  19      -  BOON ISLAND LIGHTHOUSE                   197 29 19.6
 OC2004
 OC2004|---------------------------------------------------------------------|
 OC2004| PID    Reference Object                     Distance      Geod. Az  |
 OC2004|                                                           dddmmss.s |
 OC2004| OC1995 BOON ISLAND LIGHTHOUSE              APPROX.37.9 KM 1963352.7 |
 OC2004| OC2056 BIDDEFORD POOL MUN TANK             APPROX. 3.1 KM 2501842.9 |
 OC2004|---------------------------------------------------------------------|
 OC2004
 OC2004                          SUPERSEDED SURVEY CONTROL
 OC2004
 OC2004  NAD 83(1992)-  43 26 54.38987(N)    070 20 37.24322(W) AD(       ) 3
 OC2004  NAD 83(1986)-  43 26 54.39573(N)    070 20 37.24870(W) AD(       ) 3
 OC2004  NAD 27      -  43 26 54.09400(N)    070 20 39.07300(W) AD(       ) 3
 OC2004
 OC2004.Superseded values are not recommended for survey control.
 OC2004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2004.See file dsdata.txt to determine how the superseded data were derived.
 OC2004
 OC2004_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9127811492(NAD 83)
 OC2004
 OC2004  HISTORY     - Date     Condition        Report By
 OC2004  HISTORY     - 1928     MONUMENTED       CGS
 OC2004  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OC2004
 OC2004                          STATION DESCRIPTION
 OC2004
 OC2004'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (GCM)
 OC2004'A THREE-POINT STATION ON THE GOLF COURSE AT BIDDEFORD POOL,
 OC2004'ADAPTED FOR TEMPORARY USE AND NOT MARKED.
 OC2004
 OC2004                          STATION RECOVERY (1953)
 OC2004
 OC2004'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EHK)
 OC2004'NO SEARCH WAS MADE FOR THIS TEMPORARY, UNMARKED STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0781 ***********************************************************************
 RF0781  DESIGNATION -  BIG BLACK
 RF0781  PID         -  RF0781
 RF0781  STATE/COUNTY-  ME/AROOSTOOK
 RF0781  USGS QUAD   -  NINEMILE DEADWATER (1986)
 RF0781
 RF0781                         *CURRENT SURVEY CONTROL
 RF0781  ___________________________________________________________________
 RF0781* NAD 83(1996)-  46 54 09.04008(N)    069 31 02.33837(W)     ADJUSTED  
 RF0781* NAVD 88     -       382.9    (meters)    1256.     (feet)  VERTCON   
 RF0781  ___________________________________________________________________
 RF0781  LAPLACE CORR-           5.73  (seconds)                    DEFLEC99
 RF0781  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 RF0781
 RF0781  HORZ ORDER  -  THIRD
 RF0781
 RF0781.The horizontal coordinates were established by classical geodetic methods
 RF0781.and adjusted by the National Geodetic Survey in March 1998..
 RF0781
 RF0781.The NAVD 88 height was computed by applying the VERTCON shift value to
 RF0781.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RF0781
 RF0781.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0781
 RF0781.The geoid height was determined by GEOID03.
 RF0781
 RF0781;                    North         East     Units Scale Factor Converg.
 RF0781;SPC ME E     -   360,089.633   222,494.392   MT  0.99997381   -0 44 34.3
 RF0781;UTM  19      - 5,194,460.501   460,599.292   MT  0.99961908   -0 22 39.9
 RF0781
 RF0781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0781!SPC ME E     -   0.99994407  x   0.99997381  =   0.99991788
 RF0781!UTM  19      -   0.99994407  x   0.99961908  =   0.99956317
 RF0781
 RF0781|---------------------------------------------------------------------|
 RF0781| PID    Reference Object                     Distance      Geod. Az  |
 RF0781|                                                           dddmmss.s |
 RF0781| DA4746 BIG BLACK RM 1                       12.535 METERS 08533     |
 RF0781| RF0823 DEPOT LO                            APPROX.22.4 KM 2555341.8 |
 RF0781| DA4747 BIG BLACK RM 2                       13.735 METERS 35138     |
 RF0781|---------------------------------------------------------------------|
 RF0781
 RF0781                          SUPERSEDED SURVEY CONTROL
 RF0781
 RF0781  NAD 83(1992)-  46 54 09.03159(N)    069 31 02.32503(W) AD(       ) 3
 RF0781  NAD 83(1986)-  46 54 09.04191(N)    069 31 02.32721(W) AD(       ) 3
 RF0781  NAD 27      -  46 54 08.96700(N)    069 31 04.13900(W) AD(       ) 3
 RF0781  NGVD 29 (07/19/86)  383.1    (m)         1257.     (f) VERT ANG       
 RF0781
 RF0781.Superseded values are not recommended for survey control.
 RF0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0781.See file dsdata.txt to determine how the superseded data were derived.
 RF0781
 RF0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM6059994461(NAD 83)
 RF0781
 RF0781  HISTORY     - Date     Condition        Report By
 RF0781  HISTORY     - 1955     MONUMENTED       CGS
 RF0781  HISTORY     - 1966     SEE DESCRIPTION  AEROS
 RF0781
 RF0781                          STATION DESCRIPTION
 RF0781
 RF0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 RF0781'STATION IS LOCATED, AIRLINE, ABOUT 18 MILES EAST NORTHEAST OF
 RF0781'ST. ADALBERT, QUEBEC, 13 MILES EAST SOUTHEAST OF ST. PAMPHILE,
 RF0781'QUEBEC, 2 MILES WEST OF THE ST. JOHN RIVER, 1-1/4 MILES EAST OF
 RF0781'THE BIG BLACK RIVER AND THE NINE MILE DEAD WATER DAM, AND ON THE
 RF0781'HIGHEST PART OF A TIMBERED KNOLL WHICH IS THE HIGHEST IN THE
 RF0781'IMMEDIATE VICINITY.
 RF0781'
 RF0781'STATION IS REACHED BY FLOAT PLANE FROM CHURCHILL LAKE OR BY
 RF0781'CANOE FROM THE STATE OF MAINE FOREST SERVICE BOAT DOCK AT SHIELDS
 RF0781'BRANCH BRIDGE.  INQUIRE AT THE FOREST SERVICE HEADQUARTERS IN
 RF0781'ST. PAMPHILE, QUEBEC FOR THE CANOE.  FROM THE EAST END OF NINE
 RF0781'MILE DEAD WATER AND AN OLD DAM ON THE BIG BLACK RIVER, FOLLOW
 RF0781'AN OLD ROAD ON THE EAST SIDE OF THE RIVER NORTH FOR ABOUT 0.2
 RF0781'MILE TO WHERE THE ROAD TURNS RIGHT, EASTERLY, UP THE RIDGE.
 RF0781'TURN RIGHT AND FOLLOW THE OLD ROAD UP THE RIDGE FOR ABOUT 0.7
 RF0781'MILE TO TWO BLAZED TREES ON THE RIGHT.  TURN LEFT OFF THE
 RF0781'OLD ROAD AND FOLLOW A BLAZED TRAIL FOR ABOUT 1/2 MILE TO THE
 RF0781'TOP OF THE KNOLL AND THE STATION IN A LARGE CLEARING.  A 39
 RF0781'FOOT POLE TOWER WAS ERECTED AT THIS TIME AND SHOULD STAND FOR
 RF0781'MANY YEARS.  TIME OF PACK APPROXIMATELY 1 HOUR.
 RF0781'
 RF0781'STATION MARK, STAMPED BIG BLACK 1955, IS A STANDARD DISK BRAZED
 RF0781'TO THE TOP OF A 1-1/2 INCH IRON PIPE THAT PROJECTS 5 INCHES.  IT
 RF0781'IS 3.6 FEET WEST OF A LARGE NAIL IN A TREE USED FOR THE OUTER
 RF0781'TOWER AND 6.7 FEET SOUTHEAST OF A LARGE NAIL IN A TREE USED FOR
 RF0781'THE OUTER TOWER.  BOTH NAILS ARE ABOUT 2 FEET FROM THE GROUND.
 RF0781'
 RF0781'REFERENCE MARK NUMBER 1, STAMPED BIG BLACK NO 1 1955, IS A
 RF0781'STANDARD DISK BRAZED TO THE TOP OF A 1-1/2 INCH IRON PIPE
 RF0781'PROJECTING 4 INCHES AND 2 FEET HIGHER THAN THE STATION.  IT IS
 RF0781'6.0 FEET SOUTHWEST OF A LARGE NAIL IN A 2 FOOT MAPLE STUMP WHICH
 RF0781'IS 2 FEET IN HEIGHT.
 RF0781'
 RF0781'REFERENCE MARK NUMBER 2, STAMPED BIG BLACK NO 2 1955, IS A
 RF0781'STANDARD DISK BRAZED TO THE TOP OF A 1-1/2 INCH IRON PIPE
 RF0781'PROJECTING 8 INCHES AND AT ABOUT THE SAME ELEVATION AS THE
 RF0781'STATION.  IT IS 4.7 FEET SOUTHWEST OF A LARGE NAIL IN A DOUBLE
 RF0781'MAPLE STUMP ABOUT 3 FEET IN HEIGHT.
 RF0781'
 RF0781'HEIGHT OF LIGHT ABOVE STATION MARK 12.00 METERS.
 RF0781
 RF0781                          STATION RECOVERY (1966)
 RF0781
 RF0781'RECOVERY NOTE BY AERO SERVICE CORPORATION 1966
 RF0781'BIG BLACK-1955 RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0251 ***********************************************************************
 RG0251  DESIGNATION -  BIG BOG
 RG0251  PID         -  RG0251
 RG0251  STATE/COUNTY-  ME/SOMERSET
 RG0251  USGS QUAD   -  NORRIS BROOK (1989)
 RG0251
 RG0251                         *CURRENT SURVEY CONTROL
 RG0251  ___________________________________________________________________
 RG0251* NAD 83(1996)-  46 04 49.14978(N)    070 02 55.01035(W)     ADJUSTED  
 RG0251* NAVD 88     -       475.13   (+/-2cm)    1558.8    (feet)  VERTCON   
 RG0251  ___________________________________________________________________
 RG0251  LAPLACE CORR-           5.25  (seconds)                    DEFLEC99
 RG0251  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 RG0251
 RG0251  HORZ ORDER  -  THIRD
 RG0251  VERT ORDER  -  THIRD ? (See Below)
 RG0251
 RG0251.The horizontal coordinates were established by classical geodetic methods
 RG0251.and adjusted by the National Geodetic Survey in March 1998..
 RG0251
 RG0251.The NAVD 88 height was computed by applying the VERTCON shift value to
 RG0251.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RG0251.The vertical order pertains to the NGVD 29 superseded value.
 RG0251
 RG0251.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0251
 RG0251.The geoid height was determined by GEOID03.
 RG0251
 RG0251;                    North         East     Units Scale Factor Converg.
 RG0251;SPC ME W     -   360,803.645   909,131.205   MT  0.99996769   +0 05 06.1
 RG0251;UTM  19      - 5,103,506.050   418,921.124   MT  0.99968081   -0 45 19.3
 RG0251
 RG0251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0251!SPC ME W     -   0.99992957  x   0.99996769  =   0.99989726
 RG0251!UTM  19      -   0.99992957  x   0.99968081  =   0.99961040
 RG0251
 RG0251:                Primary Azimuth Mark                     Grid Az
 RG0251:SPC ME W     -  BIG BOG AZ MK                            005 56 09.3
 RG0251:UTM  19      -  BIG BOG AZ MK                            006 46 34.7
 RG0251
 RG0251|---------------------------------------------------------------------|
 RG0251| PID    Reference Object                     Distance      Geod. Az  |
 RG0251|                                                           dddmmss.s |
 RG0251| DA4748 BIG BOG AZ MK                                      0060115.4 |
 RG0251| DA4749 BIG BOG RM 1                         18.378 METERS 26710     |
 RG0251| DA4750 BIG BOG RM 2                         32.309 METERS 33651     |
 RG0251|---------------------------------------------------------------------|
 RG0251
 RG0251                          SUPERSEDED SURVEY CONTROL
 RG0251
 RG0251  NAD 83(1992)-  46 04 49.15244(N)    070 02 54.99788(W) AD(       ) 3
 RG0251  NAD 83(1986)-  46 04 49.15704(N)    070 02 55.01754(W) AD(       ) 3
 RG0251  NAD 27      -  46 04 49.04300(N)    070 02 56.76400(W) AD(       ) 3
 RG0251  NGVD 29 (07/19/86)  475.29   (m)         1559.3    (f) LEVELING    3  
 RG0251
 RG0251.Superseded values are not recommended for survey control.
 RG0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0251.See file dsdata.txt to determine how the superseded data were derived.
 RG0251
 RG0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM1892103506(NAD 83)
 RG0251_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RG0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RG0251
 RG0251  HISTORY     - Date     Condition        Report By
 RG0251  HISTORY     - 1955     MONUMENTED       CGS
 RG0251  HISTORY     - 1962     SEE DESCRIPTION  CGS
 RG0251
 RG0251                          STATION DESCRIPTION
 RG0251
 RG0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 RG0251'THE STATION IS LOCATED ON THE EAST SIDE OF A GRAVELED ROAD ABOUT
 RG0251'1-1/2 MILES AIRLINE SOUTHWEST OF THE DAM AT THE SOUTHWEST END OF
 RG0251'BIG BOG, 12 MILES AIRLINE EAST OF THE UNITED STATES AND CANADIAN
 RG0251'BOUNDARY, AND 12 MILES AIRLINE NORTH-NORTHWEST OF THE PITTSTON
 RG0251'FARM.
 RG0251'
 RG0251'TO REACH THE STATION FROM THE POST OFFICE IN ROCKWOOD GO WEST
 RG0251'ON STATE HIGHWAY 15 FOR 2.0 MILES TO A FORK.  TAKE THE RIGHT FORK,
 RG0251'CROSS OVER A LARGE BRIDGE, AND GO NORTH 16.5 MILES TO A FORK.  TAKE
 RG0251'THE LEFT FORK AS PER SIGN, PITTSTON FARM 3 MI AND GO NORTH 2.8
 RG0251'MILES TO A FORK.  TAKE THE LEFT FORK AS PER SIGN, PITTSTON FARM
 RG0251'1 MI AND GO NORTHWEST 0.2 MILE TO A FORK.  TAKE THE LEFT FORK
 RG0251'AND GO 0.6 MILE TO A FORK.  TAKE THE RIGHT FORK AS PER SIGN,
 RG0251'BOUNDARY 25 MI AND GO NORTH 1.6 MILES TO A SIDE ROAD, A LOCKED
 RG0251'GATE, AND THE GATEKEEPERS HOUSE ON THE RIGHT.  TURN RIGHT,
 RG0251'PASS THROUGH THE GATE, AND GO NORTH 11.8 MILES TO A BRIDGE.
 RG0251'CROSS OVER THE BRIDGE AND CONTINUE NORTH 2.3 MILES TO THE TOP
 RG0251'OF THE RIDGE AND THE STATION ON THE RIGHT.
 RG0251'
 RG0251'THE STATION MARK IS A STANDARD DISK STAMPED BIG BOG 1955 SET IN
 RG0251'THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES
 RG0251'ABOVE THE GROUND.  IT IS 1 FOOT NORTH OF A WITNESS POST AND 23
 RG0251'FEET EAST OF THE CENTERLINE OF THE ROAD.
 RG0251'
 RG0251'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED BIG BOG
 RG0251'NO 1 1955 CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER THAT
 RG0251'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 37 FEET WEST OF THE
 RG0251'CENTERLINE OF THE ROAD AND THE SAME ELEVATION AS THE STATION.
 RG0251'
 RG0251'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED BIG BOG
 RG0251'NO 2 1955 CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER THAT
 RG0251'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 30 FEET WEST OF THE
 RG0251'CENTERLINE OF THE ROAD AND THE SAME ELEVATION AS THE STATION.
 RG0251'
 RG0251'THE AZIMUTH MARK IS LOCATED ON THE WEST SIDE OF THE ROAD THAT
 RG0251'LEADS PAST THE STATION AND IS A STANDARD BENCH MARK DISK STAMPED
 RG0251'W103 1953 SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT
 RG0251'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 23 FEET WEST OF THE
 RG0251'CENTERLINE OF THE ROAD, 3 FEET NORTH OF A WITNESS POST, AND 30
 RG0251'FEET NORTH OF A TRIANGULAR-BLAZED TREE.
 RG0251'
 RG0251'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON THE ROAD
 RG0251'1.9 MILES TO A WITNESS POST AND THE AZIMUTH MARK ON THE LEFT.
 RG0251
 RG0251                          STATION RECOVERY (1962)
 RG0251
 RG0251'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JDB)
 RG0251'THE STATION WAS RECOVERED AND THE STATION MARK AND THE AZIMUTH
 RG0251'MARK (BM W 103) WERE FOUND IN GOOD CONDITION.  REFERENCE MARK
 RG0251'NO. 2 HAS BEEN DESTROYED (DISK RECOVERED) AND REFERENCE MARK
 RG0251'NO. 1 WAS SEARCHED FOR AND NOT FOUND AND IS BELIEVED TO HAVE
 RG0251'BEEN DESTROYED DUE TO ROAD GRADING ON THE RIGHT-OF-WAY.
 RG0251'
 RG0251'THE ORIGINAL TO-REACH IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0746 ***********************************************************************
 RF0746  DESIGNATION -  BIG BROOK
 RF0746  PID         -  RF0746
 RF0746  STATE/COUNTY-  ME/AROOSTOOK
 RF0746  USGS QUAD   -  FISH RIVER LAKE SW (1985)
 RF0746
 RF0746                         *CURRENT SURVEY CONTROL
 RF0746  ___________________________________________________________________
 RF0746* NAD 83(1996)-  46 47 09.73101(N)    068 57 35.65073(W)     ADJUSTED  
 RF0746* NAVD 88     -       605.     (meters)    1985.     (feet)  SCALED    
 RF0746  ___________________________________________________________________
 RF0746  LAPLACE CORR-           6.03  (seconds)                    DEFLEC99
 RF0746  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 RF0746
 RF0746  HORZ ORDER  -  THIRD
 RF0746
 RF0746.The horizontal coordinates were established by classical geodetic methods
 RF0746.and adjusted by the National Geodetic Survey in March 1998..
 RF0746
 RF0746.The orthometric height was scaled from a topographic map.
 RF0746
 RF0746.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0746
 RF0746.The geoid height was determined by GEOID03.
 RF0746
 RF0746;                    North         East     Units Scale Factor Converg.
 RF0746;SPC ME E     -   346,742.943   264,885.763   MT  0.99991515   -0 20 06.7
 RF0746;UTM  19      - 5,181,388.337   503,060.547   MT  0.99960012   +0 01 45.2
 RF0746
 RF0746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0746!SPC ME E     -   0.99990905  x   0.99991515  =   0.99982421
 RF0746!UTM  19      -   0.99990905  x   0.99960012  =   0.99950921
 RF0746
 RF0746:                Primary Azimuth Mark                     Grid Az
 RF0746:SPC ME E     -  CARR POND                                100 55 29.7
 RF0746:UTM  19      -  CARR POND                                100 33 37.8
 RF0746
 RF0746|---------------------------------------------------------------------|
 RF0746| PID    Reference Object                     Distance      Geod. Az  |
 RF0746|                                                           dddmmss.s |
 RF0746| RF0735 CARR POND                           APPROX.19.9 KM 1003523.0 |
 RF0746|---------------------------------------------------------------------|
 RF0746
 RF0746                          SUPERSEDED SURVEY CONTROL
 RF0746
 RF0746  NAD 83(1992)-  46 47 09.72532(N)    068 57 35.64153(W) AD(       ) 3
 RF0746  NAD 83(1986)-  46 47 09.73078(N)    068 57 35.64573(W) AD(       ) 3
 RF0746  NAD 27      -  46 47 09.59312(N)    068 57 37.47308(W) AD(       ) 3
 RF0746
 RF0746.Superseded values are not recommended for survey control.
 RF0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0746.See file dsdata.txt to determine how the superseded data were derived.
 RF0746
 RF0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM0306181388(NAD 83)
 RF0746_MARKER: DD = SURVEY DISK
 RF0746_SETTING: 66 = SET IN ROCK OUTCROP
 RF0746_SP_SET: SET IN A ROCK LEDGE
 RF0746_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0746+STABILITY: POSITION/ELEVATION WELL
 RF0746
 RF0746  HISTORY     - Date     Condition        Report By
 RF0746  HISTORY     - 1930     MONUMENTED       USGS
 RF0746
 RF0746                          STATION DESCRIPTION
 RF0746
 RF0746'DESCRIBED BY US GEOLOGICAL SURVEY 1930
 RF0746'TIMBERED RIDGE ABOUT 23 MI DUE W. FROM PORTAGE, IN T. 13, R. 10, AT
 RF0746'HEADWATERS OF TWENTY MILE BROOK, FOX BROOK, AND BIG BROOK ON W.  IT
 RF0746'IS PROBABLY THE HIGHEST RIDGE IN VICINITY.  STATION IS AT EXTREME NE.
 RF0746'END OF RIDGE ON SMALL ROCKY PINNACLE.
 RF0746'TIMBER WAS PARTIALLY CLEARED GIVING AN EXCELLENT VIEW FROM DEBOULLIE
 RF0746'AROUND THROUGH E. AND S. TO CLEAR LAKE TOWER.  HEAVY TIMBER CUTS OFF
 RF0746'SW. AND W. AND NW.  A 40-FT TOWER ON HIGHEST PART OF MTN. WOULD
 RF0746'PROBABLY GIVE A COMMANDING VIEW IN EVERY DIRECTION.  IT IS A TWO-DAY
 RF0746'TRIP FROM PORTAGE, GOING FIRST TO HAYSHED ON FISH RIVER BY MOTORBOAT
 RF0746'THENCE 11.0 MI OVER TOTE RD. TO DEPOT CAMP OF PORTAGE LUMBER CO. ON
 RF0746'FISH LAKE WERE ACCOMODATIONS MAY BE HAD.  THENCE 13.0 MI BY TOTE RD.
 RF0746'TO CAMP OF PORTAGE LUMBER CO. KNOWN AS DENIS BOUCHER CAMP.  A GUIDE
 RF0746'IS NEEDED AND A TEAM MIGHT POSSIBLY BE OBTAINED AT DEPOT CAMP.  FROM
 RF0746'DENIS BOUCHER CAMP FOLLOW LOG HAULING RD. UP 20 MI BROOK FOR ABOUT 40
 RF0746'MINUTES, THERE TAKING RIGHT-HAND FORK, 5 MINUTES FARTHER TAKE ANOTHER
 RF0746'RIGHT-HAND FORK CLIMBING HILL- CONTINUE FOR 20 MINUTES THEN TURN LEFT
 RF0746'AND CLIMB MTN.
 RF0746'
 RF0746'STATION MARK-  A STANDARD DISK IN SOFT ROCK LEDGE ON HIGHEST
 RF0746'PINNACLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0609 ***********************************************************************
 QF0609  DESIGNATION -  BIG TOP IBC
 QF0609  PID         -  QF0609
 QF0609  STATE/COUNTY-  ME/WASHINGTON
 QF0609  USGS QUAD   -  VANCEBORO (1988)
 QF0609
 QF0609                         *CURRENT SURVEY CONTROL
 QF0609  ___________________________________________________________________
 QF0609* NAD 83(1996)-  45 35 48.97013(N)    067 27 10.26438(W)     ADJUSTED  
 QF0609* NAVD 88     -       118.     (meters)     387.     (feet)  SCALED    
 QF0609  ___________________________________________________________________
 QF0609  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 QF0609  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 QF0609
 QF0609  HORZ ORDER  -  THIRD
 QF0609
 QF0609.The horizontal coordinates were established by classical geodetic methods
 QF0609.and adjusted by the National Geodetic Survey in March 1998..
 QF0609
 QF0609.The orthometric height was scaled from a topographic map.
 QF0609
 QF0609.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0609
 QF0609.The geoid height was determined by GEOID03.
 QF0609
 QF0609;                    North         East     Units Scale Factor Converg.
 QF0609;SPC ME E     -   215,012.322   381,694.306   MT  0.99998203   +0 44 53.4
 QF0609;UTM  19      - 5,050,429.991   620,665.912   MT  0.99977901   +1 06 19.7
 QF0609
 QF0609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0609!SPC ME E     -   0.99998524  x   0.99998203  =   0.99996727
 QF0609!UTM  19      -   0.99998524  x   0.99977901  =   0.99976426
 QF0609
 QF0609|---------------------------------------------------------------------|
 QF0609| PID    Reference Object                     Distance      Geod. Az  |
 QF0609|                                                           dddmmss.s |
 QF0609| QF0610 BETULA IBC BIRCH                    382.551 METERS 33506     |
 QF0609|---------------------------------------------------------------------|
 QF0609
 QF0609                          SUPERSEDED SURVEY CONTROL
 QF0609
 QF0609  NAD 83(1992)-  45 35 48.96625(N)    067 27 10.26150(W) AD(       ) 3
 QF0609  NAD 83(1986)-  45 35 48.97064(N)    067 27 10.27211(W) AD(       ) 3
 QF0609  NAD 27      -  45 35 48.74000(N)    067 27 12.28200(W) AD(       ) 3
 QF0609
 QF0609.Superseded values are not recommended for survey control.
 QF0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0609.See file dsdata.txt to determine how the superseded data were derived.
 QF0609
 QF0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2066650430(NAD 83)
 QF0609_MARKER: DD = SURVEY DISK
 QF0609_SETTING: 80 = SET IN A BOULDER
 QF0609_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0609+STABILITY: SURFACE MOTION
 QF0609
 QF0609  HISTORY     - Date     Condition        Report By
 QF0609  HISTORY     - 1946     MONUMENTED       IBC
 QF0609  HISTORY     - 1955     GOOD             IBC
 QF0609  HISTORY     - 1972     GOOD             IBC
 QF0609
 QF0609                          STATION DESCRIPTION
 QF0609
 QF0609'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF0609'ON THE ROUNDING POINT ABOUT THE CENTER OF MOLLIE COVE IN SPEDNIK LAKE,
 QF0609'ABOUT HALFWAY BETWEEN BIRCH POINT AND LA COUTE POINT.  IT IS ON THE
 QF0609'LARGEST BOULDER ALONG THE SHORE OF THE BAY, 12 BY 15 FEET AND 10 FEET
 QF0609'HIGH, WHOSE BASE IS JUST BELOW HIGH - WATER LINE.
 QF0609'
 QF0609'STATION MARK IS AN IBC BRONZE STATION DISK SET IN A DRILL HOLE IN
 QF0609'THE BOULDER.
 QF0609
 QF0609                          STATION RECOVERY (1955)
 QF0609
 QF0609'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF0609'STATION RECOVERED IN GOOD CONDITION.
 QF0609
 QF0609                          STATION RECOVERY (1972)
 QF0609
 QF0609'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF0609'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0753 ***********************************************************************
 QF0753  DESIGNATION -  BIG TREES
 QF0753  PID         -  QF0753
 QF0753  STATE/COUNTY-  ME/WASHINGTON
 QF0753  USGS QUAD   -  CALAIS (1977)
 QF0753
 QF0753                         *CURRENT SURVEY CONTROL
 QF0753  ___________________________________________________________________
 QF0753* NAD 83(1996)-  45 10 48.44293(N)    067 15 01.35918(W)     ADJUSTED  
 QF0753* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 QF0753  ___________________________________________________________________
 QF0753  LAPLACE CORR-           4.03  (seconds)                    DEFLEC99
 QF0753  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 QF0753
 QF0753  HORZ ORDER  -  THIRD
 QF0753
 QF0753.The horizontal coordinates were established by classical geodetic methods
 QF0753.and adjusted by the National Geodetic Survey in March 1998..
 QF0753
 QF0753.The orthometric height was scaled from a topographic map.
 QF0753
 QF0753.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0753
 QF0753.The geoid height was determined by GEOID03.
 QF0753
 QF0753;                    North         East     Units Scale Factor Converg.
 QF0753;SPC ME E     -   168,918.964   398,209.718   MT  1.00001856   +0 53 11.3
 QF0753;UTM  19      - 5,004,449.104   637,464.168   MT  0.99983235   +1 14 28.5
 QF0753
 QF0753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0753!SPC ME E     -   1.00000226  x   1.00001856  =   1.00002082
 QF0753!UTM  19      -   1.00000226  x   0.99983235  =   0.99983461
 QF0753
 QF0753|---------------------------------------------------------------------|
 QF0753| PID    Reference Object                     Distance      Geod. Az  |
 QF0753|                                                           dddmmss.s |
 QF0753| QF0749 STROUD IBC                          383.548 METERS 08936     |
 QF0753| QF0734 LONG POINT IBC                      APPROX. 0.8 KM 1292810.4 |
 QF0753| QF0751 BIG TREES TABLET                      1.104 METERS 18826     |
 QF0753| CE8804 BIG TREES RM 1                        9.877 METERS 23611     |
 QF0753| CE8805 BIG TREES RM 2                        7.617 METERS 31042     |
 QF0753| QF0770 RED HOUSE IBC                       488.283 METERS 3535905.4 |
 QF0753|---------------------------------------------------------------------|
 QF0753
 QF0753                          SUPERSEDED SURVEY CONTROL
 QF0753
 QF0753  NAD 83(1992)-  45 10 48.43753(N)    067 15 01.35718(W) AD(       ) 3
 QF0753  NAD 83(1986)-  45 10 48.44042(N)    067 15 01.36155(W) AD(       ) 3
 QF0753  NAD 27      -  45 10 48.17200(N)    067 15 03.40000(W) AD(       ) 3
 QF0753
 QF0753.Superseded values are not recommended for survey control.
 QF0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0753.See file dsdata.txt to determine how the superseded data were derived.
 QF0753
 QF0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL3746404449(NAD 83)
 QF0753_MARKER: H = DRILL HOLE
 QF0753_SETTING: 80 = SET IN A BOULDER
 QF0753_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF0753
 QF0753  HISTORY     - Date     Condition        Report By
 QF0753  HISTORY     - 1909     MONUMENTED       IBC
 QF0753  HISTORY     - 1946     SEE DESCRIPTION  CGS
 QF0753
 QF0753                          STATION DESCRIPTION
 QF0753
 QF0753'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JEM)
 QF0753'ON THE SW BANK OF THE ST CROIX RIVER, 1-7/8 MILES BELOW THE CALAIS-
 QF0753'ST STEPHEN INTERNATIONAL BRIDGE, AND 100 METERS BELOW THE CALAIS
 QF0753'LOWER STEAMBOAT WHARF.  THE STATION IS NEAR A GROUP OF LARGE PINE
 QF0753'TREES AND IS ABOUT 1 METER FROM THE EDGE OF THE BANK WHICH DESCENDS
 QF0753'STEEPLY A COUPLE OF METERS TO THE HIGH-TIDE MARK OF THE RIVER.
 QF0753'
 QF0753'STATION MARK IS A SMALL DRILL HOLE IN FRIABLE ROCK.  A BRONZE DISK SET
 QF0753'IN A DRILL HOLE IN THE TOP OF A LARGE SOLID BOULDER AND KNOWN AS BIG
 QF0753'TREES TABLET, BEARS S 8 26 W, 1.10 METERS DISTANT.  REFERENCE
 QF0753'MONUMENT 231 IS SET IN THE ROCK BESIDE THE TABLET.  A CROSS WITHIN A
 QF0753'TRIANGLE IS CUT IN THE SLOPING FACE OF A LARGE LEDGE S 56 11 W,
 QF0753'9.88 METERS FROM THE STATION, AND A LIKE MARK CUT IN THE EXPOSED TOP
 QF0753'OF A LEDGE IS N 49 18 W, 7.62 METERS FROM THE STATION.
 QF0753
 QF0753                          STATION RECOVERY (1946)
 QF0753
 QF0753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (NWS)
 QF0753'STATION IS ON THE SW BANK OF THE ST. CROIX RIVER, 1-7/8 MILES BELOW
 QF0753'THE CALAIS-ST. STEPHEN INTERNATIONAL BRIDGE, AND 100 METERS BELOW
 QF0753'THE CALAIS LOWER STEAMBOAT WHARF.  THE STATION IS NEAR A GROUP OF
 QF0753'LARGE PINE TREES AND IS ABOUT 1 METER FROM THE EDGE OF THE BANK
 QF0753'WHICH DESCENDS STEEPLY A COUPLE OF METERS TO THE HIGH-TIDE MARK
 QF0753'OF THE RIVER.
 QF0753'
 QF0753'THE STATION MARK IS A SMALL DRILL HOLE IN FRIABLE ROCK.  A
 QF0753'BRONZE DISK SET IN A DRILL HOLE IN THE TOP OF A LARGE SOLID
 QF0753'BOULDER AND KNOWN AS BIG TREES TABLET, BEARS S. 8 DEG 26 MIN
 QF0753'W., 1.10 METERS DISTANT.  REFERENCE MONUMENT 231 IS SET IN THE
 QF0753'ROCK BESIDE THE TABLET.  A CROSS WITHIN A TRIANGLE IS CUT IN THE
 QF0753'SLOPING FACE OF A LARGE LEDGE S. 56 DEG 11 MIN W., 9.88 METERS
 QF0753'FROM THE STATION, AND A LIKE MARK CUT IN THE EXPOSED TOP OF A
 QF0753'LEDGE IS N. 49 DEG 18 MIN W., 7.62 METERS FROM THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0751 ***********************************************************************
 QF0751  DESIGNATION -  BIG TREES TABLET
 QF0751  PID         -  QF0751
 QF0751  STATE/COUNTY-  ME/WASHINGTON
 QF0751  USGS QUAD   -  CALAIS (1977)
 QF0751
 QF0751                         *CURRENT SURVEY CONTROL
 QF0751  ___________________________________________________________________
 QF0751* NAD 83(1996)-  45 10 48.40755(N)    067 15 01.36659(W)     ADJUSTED  
 QF0751* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 QF0751  ___________________________________________________________________
 QF0751  LAPLACE CORR-           4.03  (seconds)                    DEFLEC99
 QF0751  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 QF0751
 QF0751  HORZ ORDER  -  THIRD
 QF0751
 QF0751.The horizontal coordinates were established by classical geodetic methods
 QF0751.and adjusted by the National Geodetic Survey in March 1998..
 QF0751
 QF0751.The orthometric height was scaled from a topographic map.
 QF0751
 QF0751.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0751
 QF0751.The geoid height was determined by GEOID03.
 QF0751
 QF0751;                    North         East     Units Scale Factor Converg.
 QF0751;SPC ME E     -   168,917.869   398,209.574   MT  1.00001856   +0 53 11.3
 QF0751;UTM  19      - 5,004,448.009   637,464.030   MT  0.99983235   +1 14 28.5
 QF0751
 QF0751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0751!SPC ME E     -   1.00000226  x   1.00001856  =   1.00002082
 QF0751!UTM  19      -   1.00000226  x   0.99983235  =   0.99983461
 QF0751
 QF0751|---------------------------------------------------------------------|
 QF0751| PID    Reference Object                     Distance      Geod. Az  |
 QF0751|                                                           dddmmss.s |
 QF0751| QF0752 REFERENCE MON 231                     0.090 METERS 08925     |
 QF0751| QF0749 STROUD IBC                          383.719 METERS 08926     |
 QF0751|---------------------------------------------------------------------|
 QF0751
 QF0751                          SUPERSEDED SURVEY CONTROL
 QF0751
 QF0751  NAD 83(1992)-  45 10 48.40216(N)    067 15 01.36460(W) AD(       ) 3
 QF0751  NAD 83(1986)-  45 10 48.40505(N)    067 15 01.36896(W) AD(       ) 3
 QF0751  NAD 27      -  45 10 48.13700(N)    067 15 03.40700(W) AD(       ) 3
 QF0751
 QF0751.Superseded values are not recommended for survey control.
 QF0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0751.See file dsdata.txt to determine how the superseded data were derived.
 QF0751
 QF0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL3746404448(NAD 83)
 QF0751
 QF0751  HISTORY     - Date     Condition        Report By
 QF0751  HISTORY     - 1909     MONUMENTED       CGS
 QF0751
 QF0751                          STATION DESCRIPTION
 QF0751
 QF0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1909
 QF0751'SEE STATION BIG TREES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2503 ***********************************************************************
 PE2503  DESIGNATION -  BIGELOW
 PE2503  PID         -  PE2503
 PE2503  STATE/COUNTY-  ME/SOMERSET
 PE2503  USGS QUAD   -  HINCKLEY (1982)
 PE2503
 PE2503                         *CURRENT SURVEY CONTROL
 PE2503  ___________________________________________________________________
 PE2503* NAD 83(1996)-  44 42 47.62227(N)    069 43 37.65391(W)     ADJUSTED  
 PE2503* NAVD 88     -       240.8    (meters)     790.     (feet)  VERTCON   
 PE2503  ___________________________________________________________________
 PE2503  LAPLACE CORR-           3.59  (seconds)                    DEFLEC99
 PE2503  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 PE2503
 PE2503  HORZ ORDER  -  FIRST
 PE2503
 PE2503.The horizontal coordinates were established by classical geodetic methods
 PE2503.and adjusted by the National Geodetic Survey in March 1998..
 PE2503
 PE2503.The NAVD 88 height was computed by applying the VERTCON shift value to
 PE2503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PE2503
 PE2503.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2503
 PE2503.The geoid height was determined by GEOID03.
 PE2503
 PE2503;                    North         East     Units Scale Factor Converg.
 PE2503;SPC ME W     -   208,958.073   934,827.665   MT  0.99998158   +0 18 33.3
 PE2503;SPC ME E     -   117,010.658   202,773.208   MT  1.00001621   -0 51 48.3
 PE2503;UTM  19      - 4,951,351.640   442,406.175   MT  0.99964079   -0 30 41.7
 PE2503
 PE2503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2503!SPC ME W     -   0.99996632  x   0.99998158  =   0.99994790
 PE2503!SPC ME E     -   0.99996632  x   1.00001621  =   0.99998253
 PE2503!UTM  19      -   0.99996632  x   0.99964079  =   0.99960712
 PE2503
 PE2503|---------------------------------------------------------------------|
 PE2503| PID    Reference Object                     Distance      Geod. Az  |
 PE2503|                                                           dddmmss.s |
 PE2503| PE2509 BIGELOW USGS 1928                     0.195 METERS 03226     |
 PE2503| PE2482 CHASE HILL LOOKOUT TOWER            APPROX.19.3 KM 0480530.4 |
 PE2503| CE7780 BIGELOW RM 3                         21.545 METERS 07018     |
 PE2503| CE7778 BIGELOW RM 1                         11.223 METERS 13000     |
 PE2503| CE7779 BIGELOW RM 2                         15.456 METERS 19754     |
 PE2503| CE7777 BIGELOW AZ MK                                      2185035.8 |
 PE2503|---------------------------------------------------------------------|
 PE2503
 PE2503                          SUPERSEDED SURVEY CONTROL
 PE2503
 PE2503  NAD 83(1992)-  44 42 47.62092(N)    069 43 37.64960(W) AD(       ) 1
 PE2503  NAD 83(1986)-  44 42 47.62598(N)    069 43 37.65711(W) AD(       ) 1
 PE2503  NAD 27      -  44 42 47.40200(N)    069 43 39.47600(W) AD(       ) 1
 PE2503  NGVD 29 (07/19/86)  241.0    (m)          791.     (f) VERT ANG       
 PE2503
 PE2503.Superseded values are not recommended for survey control.
 PE2503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2503.See file dsdata.txt to determine how the superseded data were derived.
 PE2503
 PE2503_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK4240651352(NAD 83)
 PE2503_MARKER: DS = TRIANGULATION STATION DISK
 PE2503_SETTING: 66 = SET IN ROCK OUTCROP
 PE2503
 PE2503  HISTORY     - Date     Condition        Report By
 PE2503  HISTORY     - 1928     MONUMENTED       CGS
 PE2503  HISTORY     - 1941     GOOD             CGS
 PE2503  HISTORY     - 1958     GOOD             CGS
 PE2503  HISTORY     - 1962     GOOD             CGS
 PE2503  HISTORY     - 1966     MARK NOT FOUND   AEROS
 PE2503  HISTORY     - 1974     GOOD             NGS
 PE2503
 PE2503                          STATION DESCRIPTION
 PE2503
 PE2503'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (CAS)
 PE2503'STATION IS ON TOP OF A WELL KNOWN BARE HILL ABOUT 3-1/2 MILES
 PE2503'S OF SKOWHEGAN.  THE MARK IS SET IN THE SAME ROCK OUTCROP
 PE2503'AS AN IRON BOLT MARKING A U.S. GEOLOGICAL SURVEY STATION.
 PE2503'
 PE2503'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 PE2503'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 PE2503'
 PE2503'ALL MARKS ARE STAMPED BIGELOW 1928.
 PE2503'
 PE2503'TO REACH THE STATION FROM SKOWHEGAN GO S FROM TOWN ACROSS
 PE2503'THE BRIDGE.  HERE INSTEAD OF RIGHT OR LEFT TO FOLLOW STATE
 PE2503'ROADS 2 OR 201 KEEP STRAIGHT AHEAD FOR 2.8 MILES.  JUST AFTER
 PE2503'PASSING A FARM HOUSE ON THE LEFT AND GOING DOWN A SHORT STEEP
 PE2503'GRADE A SIDE ROAD TURNS TO THE RIGHT.  MAKE THIS RIGHT TURN AND
 PE2503'FOLLOW ROAD ABOUT 1-1/4 MILES TO POINT WHERE IT ENTERS
 PE2503'ANOTHER ROAD RUNNING N AND S.  HERE TURN TO THE LEFT AND DRIVE
 PE2503'ABOUT 1/2 MILE S.  THE STATION WILL THEN BE UP THE HILL TO
 PE2503'THE LEFT ABOUT 300 YARDS FROM THE ROAD.
 PE2503'
 PE2503'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.22 METERS.
 PE2503
 PE2503                          STATION RECOVERY (1941)
 PE2503
 PE2503'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (PLB)
 PE2503'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  STATION
 PE2503'IS LOCATED ON THE SUMMIT OF BIGELOW HILL, A WELL-KNOWN BARE-TOPPED
 PE2503'HILL ABOUT 3.5 MILES S OF SKOWHEGAN.  SKOWHEGAN IS IN PLAIN VIEW
 PE2503'FROM THE TOP OF THE HILL.
 PE2503'
 PE2503'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS, STAMPED
 PE2503'BIGELOW 1928, SET IN SMALL OUTCROPS.
 PE2503'
 PE2503'AN AZIMUTH MARK, A STANDARD BRONZE DISK STAMPED BIGELOW 1941,
 PE2503'WAS SET IN A BOULDER ON THE E END OF AN OLD STONE FENCE ABOUT
 PE2503'0.25 MILE SW OF STATION, ABOUT 200 YARDS W OF THE ROAD AND 100
 PE2503'YARDS W OF THE N FACE OF THE FIRST WHITE BARN S OF THE STATION.
 PE2503'
 PE2503'STATION IS REACHED FROM SKOWHEGAN BY GOING S ACROSS RIVER
 PE2503'BRIDGE.  HERE INSTEAD OF TURNING RIGHT OR LEFT TO FOLLOW STATE
 PE2503'HIGHWAYS 2 OR 202 KEEP STRAIGHT AHEAD (S) FOR 2.7 MILES.  JUST
 PE2503'AFTER PASSING A FARMHOUSE ON THE LEFT AND GOING DOWN A SHORT
 PE2503'STEEP GRADE TAKE A ROAD TO THE RIGHT (W) AND GO 1.3 MILES TO
 PE2503'WHERE IT INTERSECTS A ROAD RUNNING N-AND-S.  THENCE LEFT (S) AND
 PE2503'GO 0.5 MILE AND THE STATION IS ON THE SUMMIT OF THE HILL ABOUT
 PE2503'300 YARDS E OF THE ROAD.  A TRUCK MAY BE DRIVEN TO THE STATION
 PE2503'BY GOING THROUGH AN OLD BOARD GATE AND FOLLOWING AROUND THE
 PE2503'S SLOPE OF THE HILL.
 PE2503'
 PE2503'THE SLIGHT DIFFERENCES IN THE DISTANCE TO THE REFERENCE MARKS
 PE2503'ARE PROBABLY DUE TO THE 1928 MEASUREMENTS BEING MADE ON THE SLOPE.
 PE2503
 PE2503                          STATION RECOVERY (1958)
 PE2503
 PE2503'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCE)
 PE2503'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS EXCEPT
 PE2503'REFERENCE MARK NO. 1 WERE FOUND TO BE IN GOOD CONDITION.  REFERENCE
 PE2503'MARK NO. 1 WAS NOT RECOVERED SO REFERENCE MARK NO. 3 WAS
 PE2503'ESTABLISHED.  THE MARK IS 59 FEET NORTHEAST OF SMALL CONCRETE
 PE2503'BUILDING.  THE DISK IS CEMENTED FLUSH IN A DRILL HOLE IN
 PE2503'OUTCROPPING ROCK AND IS STAMPED BIGELOW NO 3 1928.
 PE2503'ALL DISTANCES AND DIRECTIONS CHECKED THE ORIGINAL DESCRIPTION
 PE2503'WHICH IS ADEQUATE EXCEPT THERE IS NOW A SMALL CONCRETE
 PE2503'BUILDING ON TOP THE HILL.  A NEW DESCRIPTION TO REACH STATION
 PE2503'FOLLOWS.
 PE2503'
 PE2503'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAYS 2 AND 201,
 PE2503'INTERSECTION OF MAIN AND FRONT STREETS IN SKOWHEGAN, GO SOUTH
 PE2503'ON MAIN STREET FOR 0.9 MILE TO A FORKS.  KEEP LEFT FOR 2.0 MILES
 PE2503'TO A SIDE ROAD RIGHT.  TURN RIGHT ON GRAVEL ROAD FOR 1.3 MILES
 PE2503'TO A T INTERSECTION.  TURN LEFT AND GO SOUTH FOR 0.5 MILE TO
 PE2503'A FIELD ROAD ON LEFT.  TURN LEFT ON FIELD ROAD, PASSING
 PE2503'THROUGH TWO GATES AND CHICKEN YARD, FOR 0.35 MILE TO TOP OF
 PE2503'HILL AND STATION.  TO REACH AZIMUTH MARK FROM POINT IN
 PE2503'DESCRIPTION WHERE FIELD ROAD LEAVES GRAVEL ROAD CONTINUE
 PE2503'SOUTH FOR 0.3 MILE TO DRIVEWAY TO FARM ON RIGHT.  TURN RIGHT
 PE2503'ON DRIVEWAY AND GO ABOUT 0.1 MILE TO GATE.  PASS THROUGH
 PE2503'GATE AND TURN RIGHT ALONG FENCE FOR ABOUT 0.1 MILE TO OLD
 PE2503'ROCK FENCE AND AZIMUTH MARK AS DESCRIBED.
 PE2503'
 PE2503'1958 OBSERVATIONS TAKEN FROM A 12 FOOT WOOD STAND.
 PE2503
 PE2503                          STATION RECOVERY (1962)
 PE2503
 PE2503'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JDB)
 PE2503'THE STATION WAS RECOVERED AND THE STATION MARK, USGS PLUG, AND
 PE2503'REFERENCE MARKS NOS. 2 AND 3 WERE FOUND IN GOOD
 PE2503'CONDITION.  REFERENCE MARK NO. 1 WAS NOT RECOVERED.  THE STATION
 PE2503'IS LOCATED ON PROPERTY OWNED BY THE ARBOR ACRES INC. AND
 PE2503'PERMISSION IS REQUIRED TO ENTER THEIR PROPERTY.
 PE2503'
 PE2503'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE NO. 104
 PE2503'AND MAIN STREET NEAR THE SOUTHERN EDGE OF SKOWEGAN, GO SOUTHERLY
 PE2503'ON MAIN STREET FOR 0.75 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT,
 PE2503'WESTERLY, AND GO 1.8 MILES TO A FORK.  TAKE THE LEFT ROAD,
 PE2503'SOUTHERLY, AND GO 0.5 MILE TO A SIDE ROAD LEFT.  CONTINUE
 PE2503'STRAIGHT AHEAD, SOUTHERLY, AND GO 0.35 MILE TO THE OFFICE
 PE2503'BUILDING OF THE ARBOR ACRES INC. ON THE LEFT.  CONTINUE
 PE2503'STRAIGHT AHEAD FOR ABOUT 100 YARDS TO A DIM TRACK ROAD ON THE
 PE2503'LEFT.  TURN LEFT, EASTERLY, AND FOLLOW THE WINDING DIM TRACK
 PE2503'ROAD FOR 0.3 MILE TO THE TOP OF THE HILL AND STATION SITE.
 PE2503
 PE2503                          STATION RECOVERY (1966)
 PE2503
 PE2503'RECOVERY NOTE BY AERO SERVICE CORPORATION 1966 (SNK)
 PE2503'BIGELOW NOT RECOVERED-UNDER NEW LOOKOUT-NOT ELEVATED
 PE2503'
 PE2503'BIGELOW REF 1 GOOD
 PE2503'
 PE2503'BIGELOW REF 2 GOOD
 PE2503
 PE2503                          STATION RECOVERY (1974)
 PE2503
 PE2503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RCA)
 PE2503'THE STATION MARK AND REFERENCE MARKS 2 AND 3 AND THE AZIMUTH MARK
 PE2503'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED BY J.C.E. IN
 PE2503'1958.  THE LOCATED AND TO REACH SECTIONS OF THE 1958 DESCRIPTION
 PE2503'ARE ALSO ADEQUATE AT THIS TIME.
 PE2503'
 PE2503'HEIGHT OF LIGHT ABOVE STATION MARK 15 FEET.
 PE2503'
 PE2503'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PE2503'3-1/2 MILES SOUTH OF SKOWHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2208 ***********************************************************************
 OC2208  DESIGNATION -  BILLINGS HILL
 OC2208  PID         -  OC2208
 OC2208  STATE/COUNTY-  ME/YORK
 OC2208  USGS QUAD   -  KITTERY (1989)
 OC2208
 OC2208                         *CURRENT SURVEY CONTROL
 OC2208  ___________________________________________________________________
 OC2208* NAD 83(1996)-  43 04 02.88054(N)    070 41 28.79479(W)     ADJUSTED  
 OC2208* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 OC2208  ___________________________________________________________________
 OC2208  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 OC2208  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 OC2208
 OC2208  HORZ ORDER  -  THIRD
 OC2208
 OC2208.The horizontal coordinates were established by classical geodetic methods
 OC2208.and adjusted by the National Geodetic Survey in March 1998..
 OC2208
 OC2208.The orthometric height was scaled from a topographic map.
 OC2208
 OC2208.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2208
 OC2208.The geoid height was determined by GEOID03.
 OC2208
 OC2208;                    North         East     Units Scale Factor Converg.
 OC2208;SPC ME W     -    26,143.045   857,266.511   MT  0.99998912   -0 21 29.8
 OC2208;SPC NH       -    63,498.687   379,440.290   MT  1.00004427   +0 39 57.8
 OC2208;SPC NH       -   208,328.61  1,244,880.35   sFT  1.00004427   +0 39 57.8
 OC2208;UTM  19      - 4,769,695.053   362,291.870   MT  0.99983329   -1 09 18.4
 OC2208
 OC2208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2208!SPC ME W     -   1.00000185  x   0.99998912  =   0.99999097
 OC2208!SPC NH       -   1.00000185  x   1.00004427  =   1.00004612
 OC2208!UTM  19      -   1.00000185  x   0.99983329  =   0.99983514
 OC2208
 OC2208:                Primary Azimuth Mark                     Grid Az
 OC2208:SPC ME W     -  WHITE ISLAND 1842                        164 44 45.0
 OC2208:SPC NH       -  WHITE ISLAND 1842                        163 43 17.4
 OC2208:UTM  19      -  WHITE ISLAND 1842                        165 32 33.6
 OC2208
 OC2208|---------------------------------------------------------------------|
 OC2208| PID    Reference Object                     Distance      Geod. Az  |
 OC2208|                                                           dddmmss.s |
 OC2208| OC2210 WHITE ISLAND 1842                   APPROX. 0.9 KM 1642315.2 |
 OC2208|---------------------------------------------------------------------|
 OC2208
 OC2208                          SUPERSEDED SURVEY CONTROL
 OC2208
 OC2208  NAD 83(1992)-  43 04 02.87959(N)    070 41 28.79498(W) AD(       ) 3
 OC2208  NAD 83(1986)-  43 04 02.88259(N)    070 41 28.79869(W) AD(       ) 3
 OC2208  NAD 27      -  43 04 02.55000(N)    070 41 30.63000(W) AD(       ) 3
 OC2208
 OC2208.Superseded values are not recommended for survey control.
 OC2208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2208.See file dsdata.txt to determine how the superseded data were derived.
 OC2208
 OC2208_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH6229269695(NAD 83)
 OC2208
 OC2208  HISTORY     - Date     Condition        Report By
 OC2208  HISTORY     - UNK      MONUMENTED
 OC2208  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OC2208
 OC2208                          STATION DESCRIPTION
 OC2208
 OC2208'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (EHK)
 OC2208'THIS IS AN UNDESCRIBED STATION.  A 1/2-HR. SEARCH IN THE AREA
 OC2208'INDICATED BY THE GEOGRAPHIC POSITION REVEALED NO TRACE OF A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1978 ***********************************************************************
 PE1978  DESIGNATION -  BILLINGS RESET
 PE1978  PID         -  PE1978
 PE1978  STATE/COUNTY-  ME/HANCOCK
 PE1978  USGS QUAD   -  SARGENTVILLE (1981)
 PE1978
 PE1978                         *CURRENT SURVEY CONTROL
 PE1978  ___________________________________________________________________
 PE1978* NAD 83(1996)-  44 18 54.59726(N)    068 40 10.88272(W)     ADJUSTED  
 PE1978* NAVD 88     -        89.     (meters)     292.     (feet)  SCALED    
 PE1978  ___________________________________________________________________
 PE1978  LAPLACE CORR-           3.15  (seconds)                    DEFLEC99
 PE1978  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 PE1978
 PE1978  HORZ ORDER  -  THIRD
 PE1978
 PE1978.The horizontal coordinates were established by classical geodetic methods
 PE1978.and adjusted by the National Geodetic Survey in March 1998..
 PE1978
 PE1978.The orthometric height was scaled from a topographic map.
 PE1978
 PE1978.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1978
 PE1978.The geoid height was determined by GEOID03.
 PE1978
 PE1978;                    North         East     Units Scale Factor Converg.
 PE1978;SPC ME E     -    72,062.888   286,463.445   MT  0.99990225   -0 07 06.8
 PE1978;UTM  19      - 4,906,931.638   526,341.756   MT  0.99960853   +0 13 50.7
 PE1978
 PE1978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1978!SPC ME E     -   0.99998997  x   0.99990225  =   0.99989222
 PE1978!UTM  19      -   0.99998997  x   0.99960853  =   0.99959850
 PE1978
 PE1978|---------------------------------------------------------------------|
 PE1978| PID    Reference Object                     Distance      Geod. Az  |
 PE1978|                                                           dddmmss.s |
 PE1978| CE7781 BILLINGS RM 1                         8.183 METERS 01814     |
 PE1978| CE7782 BILLINGS RM 2                         9.643 METERS 10004     |
 PE1978| PE1965 TORRYS CASTLE BEACON                APPROX. 8.9 KM 1423746.5 |
 PE1978| PE2048 STONINGTON WATER TOWER              APPROX.17.4 KM 1804953.5 |
 PE1978| PE1977 DEER ISLE N END S CHURCH SPIRE      APPROX. 5.7 KM 1830710.3 |
 PE1978|---------------------------------------------------------------------|
 PE1978
 PE1978                          SUPERSEDED SURVEY CONTROL
 PE1978
 PE1978  NAD 83(1992)-  44 18 54.60142(N)    068 40 10.85812(W) AD(       ) 3
 PE1978  NAD 83(1986)-  44 18 54.60273(N)    068 40 10.86083(W) AD(       ) 3
 PE1978  NAD 27      -  44 18 54.31800(N)    068 40 12.76600(W) AD(       ) 3
 PE1978
 PE1978.Superseded values are not recommended for survey control.
 PE1978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1978.See file dsdata.txt to determine how the superseded data were derived.
 PE1978
 PE1978_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK2634206932(NAD 83)
 PE1978
 PE1978  HISTORY     - Date     Condition        Report By
 PE1978  HISTORY     - 1934     MONUMENTED       CGS
 PE1978  HISTORY     - 1905     SEE DESCRIPTION  CGS
 PE1978  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE1978  HISTORY     - 1945     SEE DESCRIPTION  CGS
 PE1978  HISTORY     - 1956     SEE DESCRIPTION  CGS
 PE1978  HISTORY     - 1983     GOOD             USPSQD
 PE1978
 PE1978                          STATION DESCRIPTION
 PE1978
 PE1978'DESCRIBED BY COAST AND GEODETIC SURVEY 1905
 PE1978'STATION IS ON THE N SIDE OF EGGEMOGGIN REACH, ABOUT A MILE
 PE1978'NE OF THE HEAD OF BILLINGS COVE, ABOUT THE SAME DISTANCE N BY
 PE1978'E OF SARGENTVILLE, AND E BY S OF THE HEAD OF WALKER POND.  THE
 PE1978'STATION IS IN A FIELD BELONGING TO REUBEN BILLINGS, OF
 PE1978'SEDGWICK, AND IS ON THE E SIDE OF THE ROAD FROM SARGENTVILLE
 PE1978'TO PENOBSCOT.  IT IS MARKED BY A COPPER BOLT SET IN A HOLE IN
 PE1978'THE ROCK, THE ROCK BEING ABOUT 4 FEET IN DIAMETER.
 PE1978
 PE1978                          STATION RECOVERY (1934)
 PE1978
 PE1978'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1978'STATION WAS RECOVERED AS DESCRIBED.  IT IS IN AN OPEN FIELD
 PE1978'ABOUT A MILE NE OF THE HEAD OF BILLINGS COVE, AND ABOUT A MILE
 PE1978'AND A QUARTER N OF SARGENTVILLE.  THE PROPERTY IS OWNED BY HUGH
 PE1978'BROWN.
 PE1978'
 PE1978'THE STATION IS ON THE W SIDE OF ROUTE 175, 1.5 MILES N OF THE
 PE1978'CHURCH AT SARGENTVILLE WHICH IS 0.1 MILE S OF THE GENERAL STORE.
 PE1978'
 PE1978'IT IS 183 FEET W OF CENTER OF ROAD AT TELEPHONE POLE NO. 31,
 PE1978'WHICH IS 198 FEET E OF STATION.
 PE1978'
 PE1978'STATION IS IN A 2-FOOT ROUND FLAT SHOWING LEDGE 69 FEET W OF
 PE1978'AN OBLONG 4 FT BY 5 FT ROCK WHICH SLOPES N TO GROUND AND
 PE1978'A SHARP 2 1/2-FOOT FACE ON THE S.  IT IS 60 FEET ENE OF A
 PE1978'POINT IN A STONE WALL WHICH IS 150 FEET NNE ALONG WALL FROM
 PE1978'CORNER.  IT IS ALSO 190 FEET NW OF A 6-FOOT ROUND 3-FOOT HIGH
 PE1978'BOULDER NEAR OUTCROPPING LEDGE.
 PE1978'
 PE1978'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 PE1978'WEDGED IN DRILL HOLES.
 PE1978'
 PE1978'REFERENCE MARK NO. 2 IS IN A 1 1/2-FOOT ROUND FLAT SHOWING
 PE1978'LEDGE 31.6 FEET E OF STATION AND 35 FEET W OF THE 4 FT BY
 PE1978'5 FT OBLONG ROCK.
 PE1978'
 PE1978'REFERENCE MARK NO. 1 IS IN A FLAT SHOWING 2-FOOT SURFACE 26.9
 PE1978'FEET NNE OF STATION.
 PE1978'
 PE1978'A 30-FOOT SIGNAL WAS USED.
 PE1978
 PE1978                          STATION RECOVERY (1945)
 PE1978
 PE1978'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (FLP)
 PE1978'RECOVERED AS DESCRIBED IN GOOD CONDITION.  DISTANCES TO
 PE1978'REFERENCE MARKS CHECKED.  TELEPHONE POLE IS NOW
 PE1978'NO. 20.  DESCRIPTION ADEQUATE WITH THIS CHANGE.
 PE1978
 PE1978                          STATION RECOVERY (1956)
 PE1978
 PE1978'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 PE1978'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 PE1978'GOOD CONDITION.  THE 1934 RECOVERY NOTE BY K.G.C. IS ADEQUATE
 PE1978'AND COMPLETE WITH THE FOLLOWING ADDITIONS AND EXCEPTIONS--
 PE1978'
 PE1978'THE DISTANCE TO REFERENCE MARK 1 WAS VERIFIED.  THE DISTANCE
 PE1978'TO REFERENCE MARK 2 IS 9.653 M. INSTEAD OF 9.643 M.  THE
 PE1978'DISTANCE BETWEEN REFERENCE MARKS 1 AND 2 IS 11.716 M. INSTEAD
 PE1978'OF 11.726 M.
 PE1978'
 PE1978'THE STATION MARK IS STAMPED BILLINGS 1862 1934.
 PE1978'
 PE1978'REFERENCE MARK 1 IS STAMPED BILLINGS 1934 NO 1.
 PE1978'
 PE1978'REFERENCE MARK 2 IS STAMPED BILLINGS 1934 NO 2.
 PE1978'
 PE1978'THE TELEPHONE POLE NUMBER IS 20 INSTEAD OF 31.
 PE1978
 PE1978                          STATION RECOVERY (1983)
 PE1978
 PE1978'RECOVERY NOTE BY US POWER SQUADRON 1983 (ELG)
 PE1978'BILLINGS 1862-1934 RECOVERED GOOD.
 PE1978'
 PE1978'BILLINGS 1934 NO. 1 PREVIOUS DESCRIPTIONS ADEQUATE.
 PE1978'
 PE1978'BILLINGS 1934 NO. 2 ADDITIONAL DESCRIPTION--THE PRESENT OWNER OF THE
 PE1978'PROPERTY IS WAYNE ALLEN OF N. SEDGEWICK.  THE TELEPHONE POLE IS NET
 PE1978'AND T POLE NO. 20.  STATION IS LOCATED IN A FIELD ON W. SIDE OF
 PE1978'STATE HIGHWAY 175, 0.9 MI. N. OF JUNCTION OF STATE HIGHWAYS 175 AND
 PE1978'15 AT SARGENTVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2027 ***********************************************************************
 PE2027  DESIGNATION -  BILLS
 PE2027  PID         -  PE2027
 PE2027  STATE/COUNTY-  ME/KNOX
 PE2027  USGS QUAD   -  ISLE AU HAUT WEST (1983)
 PE2027
 PE2027                         *CURRENT SURVEY CONTROL
 PE2027  ___________________________________________________________________
 PE2027* NAD 83(1996)-  44 06 25.64105(N)    068 37 40.52520(W)     ADJUSTED  
 PE2027* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 PE2027  ___________________________________________________________________
 PE2027  LAPLACE CORR-           3.05  (seconds)                    DEFLEC99
 PE2027  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 PE2027
 PE2027  HORZ ORDER  -  THIRD
 PE2027
 PE2027.The horizontal coordinates were established by classical geodetic methods
 PE2027.and adjusted by the National Geodetic Survey in March 1998..
 PE2027
 PE2027.The orthometric height was scaled from a topographic map.
 PE2027
 PE2027.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2027
 PE2027.The geoid height was determined by GEOID03.
 PE2027
 PE2027;                    North         East     Units Scale Factor Converg.
 PE2027;SPC ME E     -    48,942.127   289,759.232   MT  0.99990129   -0 05 20.5
 PE2027;UTM  19      - 4,883,838.108   529,777.171   MT  0.99961090   +0 15 32.3
 PE2027
 PE2027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2027!SPC ME E     -   1.00000250  x   0.99990129  =   0.99990379
 PE2027!UTM  19      -   1.00000250  x   0.99961090  =   0.99961340
 PE2027
 PE2027:                Primary Azimuth Mark                     Grid Az
 PE2027:SPC ME E     -  YORK ISLAND                              141 32 17.9
 PE2027:UTM  19      -  YORK ISLAND                              141 11 25.1
 PE2027
 PE2027|---------------------------------------------------------------------|
 PE2027| PID    Reference Object                     Distance      Geod. Az  |
 PE2027|                                                           dddmmss.s |
 PE2027| PE2015 YORK ISLAND                         APPROX. 5.3 KM 1412657.4 |
 PE2027| CE7783 BILLS RM 1                           23.170 METERS 14919     |
 PE2027| CE7784 BILLS RM 2                           15.380 METERS 24308     |
 PE2027|---------------------------------------------------------------------|
 PE2027
 PE2027                          SUPERSEDED SURVEY CONTROL
 PE2027
 PE2027  NAD 83(1992)-  44 06 25.65079(N)    068 37 40.50710(W) AD(       ) 3
 PE2027  NAD 83(1986)-  44 06 25.65232(N)    068 37 40.51542(W) AD(       ) 3
 PE2027  NAD 27      -  44 06 25.34800(N)    068 37 42.43600(W) AD(       ) 3
 PE2027
 PE2027.Superseded values are not recommended for survey control.
 PE2027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2027.See file dsdata.txt to determine how the superseded data were derived.
 PE2027
 PE2027_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ2977783838(NAD 83)
 PE2027_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PE2027_SETTING: 66 = SET IN ROCK OUTCROP
 PE2027
 PE2027  HISTORY     - Date     Condition        Report By
 PE2027  HISTORY     - 1945     MONUMENTED       CGS
 PE2027  HISTORY     - 1956     SEE DESCRIPTION  CGS
 PE2027
 PE2027                          STATION DESCRIPTION
 PE2027
 PE2027'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (FLP)
 PE2027'STATION IS ON BILLS I., N. SIDE OF ISLE AU HAUT NEAR THE HIGHEST
 PE2027'POINT ON ISLAND, IN SMALL BARE SPOT OF LEDGE SURROUNDED BY SHORT
 PE2027'GRASS AND MOSS.  STATION IS SW OF SW END OF BARE LEDGE FORMING
 PE2027'A NATURAL FENCE.  LEDGE RUNS NE AND SW.  ANOTHER LEDGE FORMING A
 PE2027'NATURAL FENCE AND HAVING QUITE A CURVE IN FENCE IS W. OF STRAIGHT
 PE2027'LEDGE AND N OF TRIANGULATION STATION.  SMALL LONE EVERGREEN ON
 PE2027'HIGHEST PART OF ISLAND IS 5 M. WSW OF TRIANGULATION STATION.
 PE2027'RM 1 IS SE OF TRIANGULATION STATION JUST OFF E. TIP OF PELL I.
 PE2027'RM 2 IS WSW OF TRIANGULATION STATION IN LONG LINE OF LEDGE
 PE2027'FORMING NATURAL FENCE RUNNING E AND W.  IT IS NEAR E. END OF
 PE2027'LEDGE.  REFERENCE MARK DISTANCE APPROXIMATE ONLY.
 PE2027'
 PE2027'STATION IS 75 M FROM MHWL, SOUTH, AND 129 M. FROM MHWL, WEST.
 PE2027'
 PE2027'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 PE2027
 PE2027                          STATION RECOVERY (1956)
 PE2027
 PE2027'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 PE2027'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 PE2027'GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE AND
 PE2027'COMPLETE WITH THE FOLLOWING ADDITIONS--
 PE2027'
 PE2027'THE STATION MARK IS STAMPED BILLS 1945.
 PE2027'
 PE2027'REFERENCE MARK 1 IS 23.211 M. (76.15 FT) SE OF THE STATION.  IT
 PE2027'IS STAMPED BILLS 1 1945.
 PE2027'
 PE2027'REFERENCE MARK 2 IS 15.397 M. (50.51 FT.) W-SW OF THE STATION.  IT
 PE2027'IS STAMPED BILLS 2 1945.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2546 ***********************************************************************
 PE2546  DESIGNATION -  BILLS
 PE2546  PID         -  PE2546
 PE2546  STATE/COUNTY-  ME/HANCOCK
 PE2546  USGS QUAD   -  DEER ISLE (1983)
 PE2546
 PE2546                         *CURRENT SURVEY CONTROL
 PE2546  ___________________________________________________________________
 PE2546* NAD 83(1996)-  44 08 45.08875(N)    068 40 34.30497(W)     ADJUSTED  
 PE2546* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 PE2546  ___________________________________________________________________
 PE2546  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 PE2546  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 PE2546
 PE2546  HORZ ORDER  -  THIRD
 PE2546
 PE2546.The horizontal coordinates were established by classical geodetic methods
 PE2546.and adjusted by the National Geodetic Survey in March 1998..
 PE2546
 PE2546.The orthometric height was scaled from a topographic map.
 PE2546
 PE2546.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2546
 PE2546.The geoid height was determined by GEOID03.
 PE2546
 PE2546;                    North         East     Units Scale Factor Converg.
 PE2546;SPC ME E     -    53,252.916   285,904.079   MT  0.99990244   -0 07 21.8
 PE2546;UTM  19      - 4,888,124.141   525,897.033   MT  0.99960825   +0 13 31.9
 PE2546
 PE2546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2546!SPC ME E     -   1.00000332  x   0.99990244  =   0.99990576
 PE2546!UTM  19      -   1.00000332  x   0.99960825  =   0.99961157
 PE2546
 PE2546                          SUPERSEDED SURVEY CONTROL
 PE2546
 PE2546  NAD 83(1992)-  44 08 45.09574(N)    068 40 34.28544(W) AD(       ) 3
 PE2546  NAD 83(1986)-  44 08 45.09895(N)    068 40 34.27638(W) AD(       ) 3
 PE2546
 PE2546.Superseded values are not recommended for survey control.
 PE2546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2546.See file dsdata.txt to determine how the superseded data were derived.
 PE2546
 PE2546_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ2589788124(NAD 83)
 PE2546_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PE2546_SETTING: 66 = SET IN ROCK OUTCROP
 PE2546_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 PE2546_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2546_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE2546+STABILITY: POSITION/ELEVATION WELL
 PE2546
 PE2546  HISTORY     - Date     Condition        Report By
 PE2546  HISTORY     - 1983     MONUMENTED       NOS
 PE2546
 PE2546                          STATION DESCRIPTION
 PE2546
 PE2546'DESCRIBED BY NATIONAL OCEAN SERVICE 1983 (CSM)
 PE2546'THE STATION IS LOCATED ON THE NORTH SIDE OF CROTCH ISLAND,
 PE2546'SOUTH OF AND ACROSS THE WATER FROM BILLINGS MARINE, MOOSE
 PE2546'ISLAND, MAINE.
 PE2546'
 PE2546'THE STATION WAS REACHED BY BOAT.
 PE2546'
 PE2546'THE STATION IS A PLAIN ALUMINUM DISK 5 CM IN DIAMETER SET
 PE2546'FLUSH INTO A DRILL HOLE IN ROCK OUTCROPPING AND STAMPED
 PE2546'---BILL 1982---, IT IS LOCATED,
 PE2546'3.7 METERS (12 FT) SOUTH OF THE HIGH WATER LINE AND
 PE2546'12.2 METERS (40 FT) WEST OF THE STONE RUINS OF A SEAWALL.
 PE2546'
 PE2546'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.46 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0664 ***********************************************************************
 QF0664  DESIGNATION -  BIN IBC 1946
 QF0664  PID         -  QF0664
 QF0664  STATE/COUNTY-  ME/WASHINGTON
 QF0664  USGS QUAD   -  ROBBINSTON (1977)
 QF0664
 QF0664                         *CURRENT SURVEY CONTROL
 QF0664  ___________________________________________________________________
 QF0664* NAD 83(1996)-  45 04 20.24708(N)    067 06 20.65688(W)     ADJUSTED  
 QF0664* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 QF0664  ___________________________________________________________________
 QF0664  LAPLACE CORR-           2.30  (seconds)                    DEFLEC99
 QF0664  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 QF0664
 QF0664  HORZ ORDER  -  THIRD
 QF0664
 QF0664.The horizontal coordinates were established by classical geodetic methods
 QF0664.and adjusted by the National Geodetic Survey in March 1998..
 QF0664
 QF0664.The orthometric height was scaled from a topographic map.
 QF0664
 QF0664.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0664
 QF0664.The geoid height was determined by GEOID03.
 QF0664
 QF0664;                    North         East     Units Scale Factor Converg.
 QF0664;SPC ME E     -   157,122.394   409,783.828   MT  1.00004815   +0 59 14.0
 QF0664;UTM  19      - 4,992,726.481   649,108.935   MT  0.99987339   +1 20 29.0
 QF0664
 QF0664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0664!SPC ME E     -   1.00000345  x   1.00004815  =   1.00005160
 QF0664!UTM  19      -   1.00000345  x   0.99987339  =   0.99987684
 QF0664
 QF0664:                Primary Azimuth Mark                     Grid Az
 QF0664:SPC ME E     -  APPLE POINT IBC                          012 28 36.9
 QF0664:UTM  19      -  APPLE POINT IBC                          012 07 21.9
 QF0664
 QF0664|---------------------------------------------------------------------|
 QF0664| PID    Reference Object                     Distance      Geod. Az  |
 QF0664|                                                           dddmmss.s |
 QF0664| QF0679 APPLE POINT IBC                     APPROX. 3.0 KM 0132750.9 |
 QF0664| QF0661 REFERENCE MON 246=INITIAL            19.151 METERS 20900     |
 QF0664|---------------------------------------------------------------------|
 QF0664
 QF0664                          SUPERSEDED SURVEY CONTROL
 QF0664
 QF0664  NAD 83(1992)-  45 04 20.23996(N)    067 06 20.65648(W) AD(       ) 3
 QF0664  NAD 83(1986)-  45 04 20.23949(N)    067 06 20.65819(W) AD(       ) 3
 QF0664  NAD 27      -  45 04 19.96400(N)    067 06 22.70600(W) AD(       ) 3
 QF0664
 QF0664.Superseded values are not recommended for survey control.
 QF0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0664.See file dsdata.txt to determine how the superseded data were derived.
 QF0664
 QF0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK4910992726(NAD 83)
 QF0664_MARKER: H = DRILL HOLE
 QF0664_SETTING: 66 = SET IN ROCK OUTCROP
 QF0664_SP_SET: SET IN A ROCK LEDGE
 QF0664_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0664+STABILITY: POSITION/ELEVATION WELL
 QF0664
 QF0664  HISTORY     - Date     Condition        Report By
 QF0664  HISTORY     - 1946     MONUMENTED       IBC
 QF0664
 QF0664                          STATION DESCRIPTION
 QF0664
 QF0664'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF0664'ON THE POINT AT THE UPPER END OF A SMALL COVE, LOCATED ON THE W
 QF0664'SHORE AT THE MOUTH OF THE ST CROIX RIVER, ABOUT 3/4 MILE BELOW
 QF0664'ROBBINSTON, 3/8 MILE ABOVE LIBERTY POINT, AND DIRECTLY ACROSS THE
 QF0664'MOUTH OF THE RIVER FROM JOES POINT.  THE STATION IS 62.84 FEET E OF
 QF0664'REFERENCE MON 246, 3 FEET INSIDE THE EDGE OF THE SANDSTONE LEDGE,
 QF0664'WITH A CIRCULAR PROJECTION OF THE LEDGE EXTENDING 10 FEET INTO THE
 QF0664'WATER IN FRONT OF THE STATION.  STUDONEIL COTTAGE IS ON THE POINT N
 QF0664'OF THE STATION.
 QF0664'
 QF0664'STATION MARK IS A DRILL HOLE IN THE LEDGE AT THE EDGE OF THE GRASS
 QF0664'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0456 ***********************************************************************
 OB0456  DESIGNATION -  BINFR
 OB0456  PID         -  OB0456
 OB0456  STATE/COUNTY-  ME/LINCOLN
 OB0456  USGS QUAD   -  WESTPORT (1970)
 OB0456
 OB0456                         *CURRENT SURVEY CONTROL
 OB0456  ___________________________________________________________________
 OB0456* NAD 83(1996)-  43 54 39.98341(N)    069 40 40.82166(W)     ADJUSTED  
 OB0456* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 OB0456  ___________________________________________________________________
 OB0456  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 OB0456  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 OB0456
 OB0456  HORZ ORDER  -  THIRD
 OB0456
 OB0456.The horizontal coordinates were established by classical geodetic methods
 OB0456.and adjusted by the National Geodetic Survey in March 1998..
 OB0456
 OB0456.The orthometric height was scaled from a topographic map.
 OB0456
 OB0456.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0456
 OB0456.The geoid height was determined by GEOID03.
 OB0456
 OB0456;                    North         East     Units Scale Factor Converg.
 OB0456;SPC ME W     -   119,852.687   939,250.791   MT  0.99998561   +0 20 20.1
 OB0456;UTM  19      - 4,862,223.111   445,560.326   MT  0.99963645   -0 28 12.9
 OB0456
 OB0456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0456!SPC ME W     -   1.00000405  x   0.99998561  =   0.99998966
 OB0456!UTM  19      -   1.00000405  x   0.99963645  =   0.99964050
 OB0456
 OB0456|---------------------------------------------------------------------|
 OB0456| PID    Reference Object                     Distance      Geod. Az  |
 OB0456|                                                           dddmmss.s |
 OB0456| CE7232 BINFR RM 1                           36.067 METERS 03651     |
 OB0456| OB0457 BINFR REAR RANGE 1950               146.233 METERS 10545     |
 OB0456| OB0447 PORT                                APPROX. 1.5 KM 2314826.4 |
 OB0456|---------------------------------------------------------------------|
 OB0456
 OB0456                          SUPERSEDED SURVEY CONTROL
 OB0456
 OB0456  NAD 83(1992)-  43 54 39.98327(N)    069 40 40.81803(W) AD(       ) 3
 OB0456  NAD 83(1986)-  43 54 39.98852(N)    069 40 40.82361(W) AD(       ) 3
 OB0456  NAD 27      -  43 54 39.69200(N)    069 40 42.65000(W) AD(       ) 3
 OB0456
 OB0456.Superseded values are not recommended for survey control.
 OB0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0456.See file dsdata.txt to determine how the superseded data were derived.
 OB0456
 OB0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ4556062223(NAD 83)
 OB0456_MARKER: Z = SEE DESCRIPTION
 OB0456_SETTING: 0 = UNSPECIFIED SETTING
 OB0456
 OB0456  HISTORY     - Date     Condition        Report By
 OB0456  HISTORY     - 1950     MONUMENTED       CGS
 OB0456
 OB0456                          STATION DESCRIPTION
 OB0456
 OB0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WFM)
 OB0456'STATION IS ON THE W SIDE OF BARTER ISLAND, ABOUT 1.1 MILES S OF
 OB0456'THE N POINT OF THE ISLAND.  IT IS 36 METERS S OF A PROMINENT POINT
 OB0456'AND ON A LEDGE WHICH COVERS 1 OR 2 FEET AT EXTREME HIGH
 OB0456'WATER.  THIS STATION MARKS THE LOCATION FOR BARTER ISLAND NORTH
 OB0456'FRONT RANGE, AND REFERENCE MARK 2 MARKS THE LOCATION FOR THE REAR
 OB0456'RANGE.
 OB0456'
 OB0456'THE STATION MARK AND REFERENCE MARKS ARE BRONZE DISKS CEMENTED
 OB0456'IN DRILL HOLES IN ROCK LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0607 ***********************************************************************
 PD0607  DESIGNATION -  BIRAH
 PD0607  PID         -  PD0607
 PD0607  STATE/COUNTY-  ME/WASHINGTON
 PD0607  USGS QUAD   -  WHITING (1977)
 PD0607
 PD0607                         *CURRENT SURVEY CONTROL
 PD0607  ___________________________________________________________________
 PD0607* NAD 83(1996)-  44 52 12.63166(N)    067 08 56.90360(W)     ADJUSTED  
 PD0607* NAVD 88     -         3.8    (meters)      12.     (feet)  VERTCON   
 PD0607  ___________________________________________________________________
 PD0607  LAPLACE CORR-           4.66  (seconds)                    DEFLEC99
 PD0607  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 PD0607
 PD0607  HORZ ORDER  -  THIRD
 PD0607
 PD0607.The horizontal coordinates were established by classical geodetic methods
 PD0607.and adjusted by the National Geodetic Survey in March 1998..
 PD0607
 PD0607.The NAVD 88 height was computed by applying the VERTCON shift value to
 PD0607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PD0607
 PD0607.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0607
 PD0607.The geoid height was determined by GEOID03.
 PD0607
 PD0607;                    North         East     Units Scale Factor Converg.
 PD0607;SPC ME E     -   134,605.322   406,740.684   MT  1.00004006   +0 57 11.3
 PD0607;UTM  19      - 4,970,195.026   646,205.291   MT  0.99986286   +1 18 21.7
 PD0607
 PD0607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0607!SPC ME E     -   1.00000296  x   1.00004006  =   1.00004302
 PD0607!UTM  19      -   1.00000296  x   0.99986286  =   0.99986582
 PD0607
 PD0607                          SUPERSEDED SURVEY CONTROL
 PD0607
 PD0607  NAD 83(1992)-  44 52 12.62199(N)    067 08 56.90426(W) AD(       ) 3
 PD0607  NAD 83(1986)-  44 52 12.62116(N)    067 08 56.90460(W) AD(       ) 3
 PD0607  NGVD 29 (09/20/87)    4.0    (m)           13.     (f) VERT ANG       
 PD0607
 PD0607.Superseded values are not recommended for survey control.
 PD0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0607.See file dsdata.txt to determine how the superseded data were derived.
 PD0607
 PD0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK4620570195(NAD 83)
 PD0607_MARKER: DD = SURVEY DISK
 PD0607_SETTING: 66 = SET IN ROCK OUTCROP
 PD0607_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 PD0607_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0607_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0607+STABILITY: POSITION/ELEVATION WELL
 PD0607
 PD0607  HISTORY     - Date     Condition        Report By
 PD0607  HISTORY     - 1986     MONUMENTED       NOS
 PD0607
 PD0607                          STATION DESCRIPTION
 PD0607
 PD0607'DESCRIBED BY NATIONAL OCEAN SERVICE 1986 (JGF)
 PD0607'THE STATION IS LOCATED AT THE SOUTHEAST POINT OF BIRCH ISLAND,
 PD0607'WHITING BAY, ABOUT EIGHT MILES SOUTHWEST OF EASTPORT.
 PD0607'
 PD0607'TO REACH THE STATION, GO BY BOAT FROM EASTPORT.
 PD0607'
 PD0607'THE STATION IS A STANDARD NOS DISK STAMPED---BIRAH 1986---,SET INTO A
 PD0607'DRILL HOLE IN BEDROCK.
 PD0607'IT IS LOCATED,
 PD0607'AT THE SOUTHEAST TIP OF BIRCH ISLAND
 PD0607'8.0 METERS (26.25FT) NORTHEAST OF MHWL
 PD0607'5.0 METERS (16.5FT) NORTHWEST OF MHWL
 PD0607'4.0 METERS (13.12FT) SOUTHWEST OF MHWL.
 PD0607'
 PD0607'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 PD0607'DESCRIBED BY PBW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0873 ***********************************************************************
 PD0873  DESIGNATION -  BIRCH 1887
 PD0873  PID         -  PD0873
 PD0873  STATE/COUNTY-  ME/WASHINGTON
 PD0873  USGS QUAD   -  EASTPORT (1977)
 PD0873
 PD0873                         *CURRENT SURVEY CONTROL
 PD0873  ___________________________________________________________________
 PD0873* NAD 83(1996)-  44 54 57.37186(N)    067 04 21.93980(W)     ADJUSTED  
 PD0873* NAVD 88     -        10.0    (meters)      33.     (feet)  VERTCON   
 PD0873  ___________________________________________________________________
 PD0873  LAPLACE CORR-           3.45  (seconds)                    DEFLEC99
 PD0873  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 PD0873
 PD0873  HORZ ORDER  -  THIRD
 PD0873
 PD0873.The horizontal coordinates were established by classical geodetic methods
 PD0873.and adjusted by the National Geodetic Survey in March 1998..
 PD0873
 PD0873.The NAVD 88 height was computed by applying the VERTCON shift value to
 PD0873.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PD0873
 PD0873.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0873
 PD0873.The geoid height was determined by GEOID03.
 PD0873
 PD0873;                    North         East     Units Scale Factor Converg.
 PD0873;SPC ME E     -   139,793.492   412,686.487   MT  1.00005610   +1 00 28.2
 PD0873;UTM  19      - 4,975,418.822   652,117.982   MT  0.99988454   +1 21 39.7
 PD0873
 PD0873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0873!SPC ME E     -   1.00000197  x   1.00005610  =   1.00005807
 PD0873!UTM  19      -   1.00000197  x   0.99988454  =   0.99988651
 PD0873
 PD0873:                Primary Azimuth Mark                     Grid Az
 PD0873:SPC ME E     -  QUODDY VILLAGE TANK                      068 04 30.6
 PD0873:UTM  19      -  QUODDY VILLAGE TANK                      067 43 19.1
 PD0873
 PD0873|---------------------------------------------------------------------|
 PD0873| PID    Reference Object                     Distance      Geod. Az  |
 PD0873|                                                           dddmmss.s |
 PD0873| PD0853 QUODDY VILLAGE TANK                 APPROX. 3.9 KM 0690458.8 |
 PD0873| PD0856 REDOUBT HILL TANK                   APPROX. 4.8 KM 0842001.0 |
 PD0873| PD0776 EASTPORT UNITARIAN CH SPIRE         APPROX. 6.8 KM 1021017.3 |
 PD0873|---------------------------------------------------------------------|
 PD0873
 PD0873                          SUPERSEDED SURVEY CONTROL
 PD0873
 PD0873  NAD 83(1992)-  44 54 57.36188(N)    067 04 21.94069(W) AD(       ) 3
 PD0873  NAD 83(1986)-  44 54 57.36188(N)    067 04 21.94199(W) AD(       ) 3
 PD0873  NAD 27      -  44 54 57.07500(N)    067 04 24.00700(W) AD(       ) 3
 PD0873  NGVD 29 (09/20/87)   10.2    (m)           33.     (f) VERT ANG       
 PD0873
 PD0873.Superseded values are not recommended for survey control.
 PD0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0873.See file dsdata.txt to determine how the superseded data were derived.
 PD0873
 PD0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5211875419(NAD 83)
 PD0873_MARKER: H = DRILL HOLE
 PD0873_SETTING: 66 = SET IN ROCK OUTCROP
 PD0873_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 PD0873_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0873_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0873+STABILITY: POSITION/ELEVATION WELL
 PD0873
 PD0873  HISTORY     - Date     Condition        Report By
 PD0873  HISTORY     - 1887     MONUMENTED       CGS
 PD0873  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0873  HISTORY     - 1946     GOOD             IBC
 PD0873  HISTORY     - 1972     SEE DESCRIPTION  LOCENG
 PD0873  HISTORY     - 1985     GOOD             NOS
 PD0873
 PD0873                          STATION DESCRIPTION
 PD0873
 PD0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1887 (CHB)
 PD0873'IN THE S PART OF BIRCH POINT, COBSCOOK BAY, ON THE FARM OF HERBERT
 PD0873'LINCOLN WHO LIVES 300 METERS TO THE NNW, AT THE END OF THE ROAD DOWN
 PD0873'THE POINT.  THIS STATION IS ON A ROCKY KNOLL IN AN OPEN FIELD.  THE
 PD0873'ROCK IS SHALE, BUT AN OUTCROP OF LEDGE ON THE W SIDE OF THE KNOLL IS
 PD0873'SOMEWHAT HARDER AND WAS USED FOR THE STATION POINT WHICH IS MARKED
 PD0873'BY A HOLE DRILLED IN THE ROCK WITHIN A CIRCLE CHISELLED IN THE ROCK.
 PD0873'A REFERENCE MARK, A BRONZE DISK SET IN CONCRETE AT THE CENTER OF THE
 PD0873'TOP OF A TILE, IS 10.54 METERS SE OF THE STATION.  THERE IS ALSO A
 PD0873'SMALL HOUSE ABOUT 80 METERS E OF THE STATION.
 PD0873
 PD0873                          STATION RECOVERY (1946)
 PD0873
 PD0873'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0873'STATION IS IN THE S PART OF BIRCH POINT, COBSCOOK BAY, ON THE
 PD0873'FARM OF HERBERT LINCOLN WHO LIVES 300 METERS TO THE NNW,
 PD0873'AT THE END OF THE ROAD DOWN THE POINT.  THE STATION IS ON A
 PD0873'ROCKY KNOLL IN AN OPEN FIELD.  THE ROCK IS SHALE, BUT AN
 PD0873'OUTCROP OF LEDGE ON THE W SIDE OF THE KNOLL IS SOMEWHAT HARDER
 PD0873'AND WAS USED FOR THE STATION POINT WHICH IS MARKED BY A HOLE
 PD0873'DRILLED IN THE ROCK AND SURROUNDED BY A CIRCLE CHISELED IN
 PD0873'THE ROCK.  A REFERENCE MARK, A BRONZE DISK SET IN CONCRETE AT
 PD0873'THE CENTER OF THE TOP OF A TILE, IS 10.54 METERS SE OF THE
 PD0873'STATION.  THERE IS ALSO A SMALL HOUSE ABOUT 80 METERS E OF
 PD0873'THE STATION.
 PD0873
 PD0873                          STATION RECOVERY (1946)
 PD0873
 PD0873'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 PD0873'RECOVERED IN GOOD CONDITION.
 PD0873
 PD0873                          STATION RECOVERY (1972)
 PD0873
 PD0873'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972
 PD0873'RECOVERED AS DESCRIBED, WITH THE FOLLOWING NOTE.  RECOVERY
 PD0873'STRUCTURE HAS COLLAPSED AND DRILL HOLE HAS BEEN PAINTED WITH
 PD0873'YELLOW PAINT.
 PD0873
 PD0873                          STATION RECOVERY (1985)
 PD0873
 PD0873'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1985 (WVH)
 PD0873'THE STATION WAS RECOVERED AT THIS DATE.
 PD0873'IT WAS FOUND IN GOOD CONDITION, THE REFERENCE MARK WAS NOT
 PD0873'FOUND BUT PIECES OF TILE WERE FOUND IN THE AREA INDICATING
 PD0873'THAT IT MAY BE DESTROYED.  THE STATION  IS ABOUT 6 METERS
 PD0873'ABOVE HIGH WATER.
 PD0873'
 PD0873'HEIGHT OF LIGHT SHOWN WAS 1.3 METERS ABOVE THE MARK.
 PD0873'
 PD0873'DESCRIBED BY G.E.L.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1761 ***********************************************************************
 PE1761  DESIGNATION -  BIRCH HARBOR SHORT WHITE CH
 PE1761  PID         -  PE1761
 PE1761  STATE/COUNTY-  ME/HANCOCK
 PE1761  USGS QUAD   -  WINTER HARBOR (1985)
 PE1761
 PE1761                         *CURRENT SURVEY CONTROL
 PE1761  ___________________________________________________________________
 PE1761* NAD 83(1996)-  44 23 22.73430(N)    068 02 27.99443(W)     ADJUSTED  
 PE1761* NAVD 88     -                                                        
 PE1761  ___________________________________________________________________
 PE1761  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 PE1761  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 PE1761
 PE1761  HORZ ORDER  -  THIRD
 PE1761
 PE1761.The horizontal coordinates were established by classical geodetic methods
 PE1761.and adjusted by the National Geodetic Survey in March 1998..
 PE1761
 PE1761
 PE1761.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1761
 PE1761.The geoid height was determined by GEOID03.
 PE1761
 PE1761;                    North         East     Units Scale Factor Converg.
 PE1761;SPC ME E     -    80,426.907   336,560.478   MT  0.99991643   +0 19 15.6
 PE1761;UTM  19      - 4,915,598.796   576,373.357   MT  0.99967173   +0 40 14.9
 PE1761
 PE1761                          SUPERSEDED SURVEY CONTROL
 PE1761
 PE1761  NAD 83(1992)-  44 23 22.73149(N)    068 02 28.00070(W) AD(       ) 4
 PE1761  NAD 83(1986)-  44 23 22.72904(N)    068 02 28.00576(W) AD(       ) 4
 PE1761  NAD 27      -  44 23 22.44000(N)    068 02 30.00000(W) AD(       ) 3
 PE1761
 PE1761.Superseded values are not recommended for survey control.
 PE1761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1761.See file dsdata.txt to determine how the superseded data were derived.
 PE1761
 PE1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK7637315599(NAD 83)
 PE1761_MARKER: 90 = CHURCH SPIRE
 PE1761_SETTING: 0 = UNSPECIFIED SETTING
 PE1761_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE1761+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2002
 PE1761
 PE1761  HISTORY     - Date     Condition        Report By
 PE1761  HISTORY     - 1934     FIRST OBSERVED   CGS
 PE1761  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE1761  HISTORY     - 1959     SEE DESCRIPTION  CGS
 PE1761  HISTORY     - 1968     SEE DESCRIPTION  CGS
 PE1761  HISTORY     - 1971     SEE DESCRIPTION  NGS
 PE1761  HISTORY     - 1986     GOOD             NOS
 PE1761  HISTORY     - 20001011 GOOD             USPSQD
 PE1761  HISTORY     - 20020215 GOOD             USPSQD
 PE1761
 PE1761                          STATION DESCRIPTION
 PE1761
 PE1761'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1761'THE CENTER OF THE SHORT, WHITE SPIRE ON THE FRAME CHURCH ON THE N
 PE1761'SIDE OF THE ROAD IN BIRCH HARBOR VILLAGE.
 PE1761
 PE1761                          STATION RECOVERY (1944)
 PE1761
 PE1761'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1761'THE CHURCH HAS BEEN DESTROYED AND THE STATION IS LOST.
 PE1761
 PE1761                          STATION RECOVERY (1959)
 PE1761
 PE1761'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CM)
 PE1761'LETTER OF MR. CARROLL MERIAM, COLLABORATOR, PROSPECT HARBOR, MAINE,
 PE1761'DATED 5/23/59--
 PE1761'
 PE1761'THERE APPEARS TO BE CONFUSION IN THE IDENTITY OF TWO CHURCHES IN
 PE1761'BIRCH HARBOR, ONE OF WHICH HAS BEEN DESTROYED.  THE CHURCH DESCRIBED
 PE1761'IN 1934 AS BEING ON THE NORTH SIDE OF THE HIGHWAY, IS APPARENTLY A
 PE1761'MORMON MISSION WHICH FELL INTO DISUSE AND HAS BEEN DESTROYED AS
 PE1761'REPORTED IN 1944.  HOWEVER THE PLANE COORDINATES FOR THE CHURCH
 PE1761'MATCH PERFECTLY WITH THE EXISTING CHURCH ON THE SOUTH SIDE OF
 PE1761'THE HIGHWAY.  THE PLANE COORDINATES WERE USED IN EXTENDING A
 PE1761'CONTROL NET FOR THE VICINITY OF BIRCH HARBOR WITH EXCELLENT RESULTS
 PE1761'SO THERE IS NO DOUBT THAT THE PUBLISHED COORDINATES APPLY TO THE
 PE1761'EXISTING STRUCTURE.  IT SHOULD BE NOTED FURTHER THAT THE
 PE1761'PLOTTED POSITION FOR THIS STATION IS ON THE SOUTH RATHER THE NORTH
 PE1761'SIDE OF THE HIGHWAY AS SHOWN ON T-8588.
 PE1761
 PE1761                          STATION RECOVERY (1968)
 PE1761
 PE1761'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NCS)
 PE1761'RECOVERED IN GOOD CONDITION AS DESCRIBED, EXCEPT THAT IT IS ON THE
 PE1761'SOUTH SIDE OF STATE HIGHWAY 186 RATHER THAN THE NORTH SIDE, AND IS
 PE1761'35 FEET SOUTH OF THE CENTER OF THE HIGHWAY.  (SPIRE IS SHOWN ON
 PE1761'CHART NO. 306) MR. CARROLL F. MERRIAM STATES HE HAS USED THE POINT
 PE1761'FOR LOCAL CONTROL AND FOUND THE PUBLISHED POSITION CORRECT.
 PE1761'
 PE1761'OLD RESIDENTS SAY IT IS THE ONLY CHURCH WITHIN MEMORY AT BIRCH
 PE1761'HARBOR.)
 PE1761'
 PE1761'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PE1761'AT BIRCH HARBOR.
 PE1761
 PE1761                          STATION RECOVERY (1971)
 PE1761
 PE1761'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 PE1761'STATION WAS RECOVERED.  OBSERVATIONS MADE ON THE SPIRE FROM SCHOODIC
 PE1761'1860 CHECK THE OLD AZIMUTH BY 7.7 SECONDS.  MR. C.F. MERRIAM, OF
 PE1761'PROSPECT HARBOR, WHO HAS SPENT A NUMBER OF YEARS IN ESTABLISHING A
 PE1761'NETWORK OF CONTROL SURVEY IN THE AREA, HAS ALSO CONFIRMED THE
 PE1761'POSITION OF THE SPIRE FROM SOME OF HIS POINTS.  THE CHURCH WHICH
 PE1761'WAS BURNED DOWN WAS LOCATED ABOUT 300 YARDS EASTWARD FROM THIS
 PE1761'CHURCH.
 PE1761'
 PE1761'STATION IS LOCATED IN BIRCH HARBOR, ABOUT 100 YARDS WEST ALONG
 PE1761'STATE HIGHWAY 186 FROM THE POST OFFICE AT BIRCH HARBOR, AND ON SOUTH
 PE1761'SIDE OF THE HIGHWAY.  STATION IS A SHARP SPIRE, ON A SQUARE, WHITE
 PE1761'CUPOLA, OVER ENTRANCE AT NORTH END OF THE CHURCH, WHICH IS A
 PE1761'SMALL, WHITE, RECTANGULAR, WOODEN STRUCTURE.  TOP OF SPIRE IS
 PE1761'ABOUT 40 FEET ABOVE GROUND.
 PE1761'
 PE1761'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PE1761'AT BIRCH HARBOR.
 PE1761
 PE1761                          STATION RECOVERY (1986)
 PE1761
 PE1761'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1986 (JED)
 PE1761'THE STATION WAS RECOVERED AT THIS DATE.
 PE1761'STATION WAS RECOVERED IN GOOD CONDITION.  A LONG TIME NEIGHBOR SAID
 PE1761'THAT THE SPIRE WAS THE ORIGINAL. THE RECOVERY NOTE BY L.F.S. IN 1971
 PE1761'IS HELPFUL.
 PE1761'
 PE1761'RECOVERED BY PBW.
 PE1761
 PE1761                          STATION RECOVERY (2000)
 PE1761
 PE1761'RECOVERY NOTE BY US POWER SQUADRON 2000 (RED)
 PE1761'RECOVERED IN GOOD CONDITION.
 PE1761
 PE1761                          STATION RECOVERY (2002)
 PE1761
 PE1761'RECOVERY NOTE BY US POWER SQUADRON 2002 (RED)
 PE1761'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1597 ***********************************************************************
 QF1597  DESIGNATION -  BIRCH ISLAND IBC
 QF1597  PID         -  QF1597
 QF1597  STATE/COUNTY-  ME/WASHINGTON
 QF1597  USGS QUAD   -  FOREST (1988)
 QF1597
 QF1597                         *CURRENT SURVEY CONTROL
 QF1597  ___________________________________________________________________
 QF1597* NAD 83(1996)-  45 37 09.19118(N)    067 37 57.23704(W)     ADJUSTED  
 QF1597* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 QF1597  ___________________________________________________________________
 QF1597  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 QF1597  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 QF1597
 QF1597  HORZ ORDER  -  THIRD
 QF1597
 QF1597.The horizontal coordinates were established by classical geodetic methods
 QF1597.and adjusted by the National Geodetic Survey in March 1998..
 QF1597
 QF1597.The orthometric height was scaled from a topographic map.
 QF1597
 QF1597.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1597
 QF1597.The geoid height was determined by GEOID03.
 QF1597
 QF1597;                    North         East     Units Scale Factor Converg.
 QF1597;SPC ME E     -   217,321.377   367,646.929   MT  0.99995624   +0 37 11.9
 QF1597;UTM  19      - 5,052,650.920   606,607.356   MT  0.99973973   +0 58 38.7
 QF1597
 QF1597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1597!SPC ME E     -   0.99998541  x   0.99995624  =   0.99994166
 QF1597!UTM  19      -   0.99998541  x   0.99973973  =   0.99972515
 QF1597
 QF1597:                Primary Azimuth Mark                     Grid Az
 QF1597:SPC ME E     -  REFERENCE MON 94=POINT                   016 56 07.5
 QF1597:UTM  19      -  REFERENCE MON 94=POINT                   016 34 40.7
 QF1597
 QF1597|---------------------------------------------------------------------|
 QF1597| PID    Reference Object                     Distance      Geod. Az  |
 QF1597|                                                           dddmmss.s |
 QF1597| QF1596 REFERENCE MON 94=POINT              431.166 METERS 0173319.4 |
 QF1597| QF1598 REFERENCE MON 93=BIRCH IS            33.000 METERS 28625     |
 QF1597|---------------------------------------------------------------------|
 QF1597
 QF1597                          SUPERSEDED SURVEY CONTROL
 QF1597
 QF1597  NAD 83(1992)-  45 37 09.18757(N)    067 37 57.23455(W) AD(       ) 3
 QF1597  NAD 83(1986)-  45 37 09.19070(N)    067 37 57.24663(W) AD(       ) 3
 QF1597  NAD 27      -  45 37 08.96500(N)    067 37 59.22500(W) AD(       ) 3
 QF1597
 QF1597.Superseded values are not recommended for survey control.
 QF1597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1597.See file dsdata.txt to determine how the superseded data were derived.
 QF1597
 QF1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL0660752651(NAD 83)
 QF1597_MARKER: DR = REFERENCE MARK DISK
 QF1597_SETTING: 80 = SET IN A BOULDER
 QF1597_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF1597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1597+STABILITY: SURFACE MOTION
 QF1597
 QF1597  HISTORY     - Date     Condition        Report By
 QF1597  HISTORY     - 1946     MONUMENTED       IBC
 QF1597  HISTORY     - 1955     GOOD             IBC
 QF1597
 QF1597                          STATION DESCRIPTION
 QF1597
 QF1597'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF1597'ON THE LOWER END OF THE W ISLAND OF THE BIRCH ISLAND GROUP IN SPEDNIK
 QF1597'LAKE, 1.4 MILES SE OF HINKLEY POINT, 40 FEET OUTSIDE THE LINE OF
 QF1597'BUSHES, 80 FEET OUTSIDE THE TREE LINE, W OF THE LARGEST ROCK ON THE
 QF1597'POINT, AND ABOUT 2 FEET UNDER HIGH WATER.  THE STATION IS 60 FEET
 QF1597'FROM THE LOW WATER TO THE N AND ABOUT THE HIGHEST PART OF THE POINT,
 QF1597'ON A BOULDER 10 FEET SQUARE AND 2 FEET HIGH.
 QF1597'
 QF1597'STATION MARK IS A GS OF C BRONZE REFERENCE DISK SET IN A DRILL HOLE
 QF1597'IN THE BOULDER, WITH THE ARROW POINTING REFERENCE MONUMENT 93,
 QF1597'108.335 FEET W INSIDE THE TREE LINE.
 QF1597
 QF1597                          STATION RECOVERY (1955)
 QF1597
 QF1597'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1597'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1034 ***********************************************************************
 PD1034  DESIGNATION -  BIRCH POINT
 PD1034  PID         -  PD1034
 PD1034  STATE/COUNTY-  ME/WASHINGTON
 PD1034  USGS QUAD   -  MACHIAS (1977)
 PD1034
 PD1034                         *CURRENT SURVEY CONTROL
 PD1034  ___________________________________________________________________
 PD1034* NAD 83(1996)-  44 40 38.59245(N)    067 22 34.45495(W)     ADJUSTED  
 PD1034* NAVD 88     -                                                        
 PD1034  ___________________________________________________________________
 PD1034  LAPLACE CORR-           5.28  (seconds)                    DEFLEC99
 PD1034  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 PD1034
 PD1034  HORZ ORDER  -  THIRD
 PD1034
 PD1034.The horizontal coordinates were established by classical geodetic methods
 PD1034.and adjusted by the National Geodetic Survey in March 1998..
 PD1034
 PD1034
 PD1034.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1034
 PD1034.The geoid height was determined by GEOID03.
 PD1034
 PD1034;                    North         East     Units Scale Factor Converg.
 PD1034;SPC ME E     -   112,909.894   389,092.095   MT  0.99999758   +0 47 24.7
 PD1034;UTM  19      - 4,948,395.544   628,693.676   MT  0.99980367   +1 08 30.6
 PD1034
 PD1034                          SUPERSEDED SURVEY CONTROL
 PD1034
 PD1034  NAD 83(1992)-  44 40 38.58851(N)    067 22 34.45252(W) AD(       ) 4
 PD1034  NAD 83(1986)-  44 40 38.58455(N)    067 22 34.45494(W) AD(       ) 4
 PD1034  NAD 27      -  44 40 38.31000(N)    067 22 36.50000(W) AD(       ) 3
 PD1034
 PD1034.Superseded values are not recommended for survey control.
 PD1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1034.See file dsdata.txt to determine how the superseded data were derived.
 PD1034
 PD1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK2869448396(NAD 83)
 PD1034
 PD1034  HISTORY     - Date     Condition        Report By
 PD1034  HISTORY     - UNK      MONUMENTED
 PD1034  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD1034
 PD1034                          STATION DESCRIPTION
 PD1034
 PD1034'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD1034'STATION NOT RECOVERED.  THERE WAS NO DESCRIPTION FOR THIS STATION,
 PD1034'BUT A THOROUGH SEARCH WAS MADE OF THE VICINITY AS SHOWN ON THE
 PD1034'TOPOGRAPHIC QUADRANGLE MAP.  IT IS RECOMMENDED THAT THIS STATION
 PD1034'BE CLASSIFIED AS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1495 ***********************************************************************
 OC1495  DESIGNATION -  BIRCH POINT 1854
 OC1495  PID         -  OC1495
 OC1495  STATE/COUNTY-  ME/CUMBERLAND
 OC1495  USGS QUAD   -  YARMOUTH (1975)
 OC1495
 OC1495                         *CURRENT SURVEY CONTROL
 OC1495  ___________________________________________________________________
 OC1495* NAD 83(1996)-  43 45 04.31766(N)    070 08 29.01779(W)     ADJUSTED  
 OC1495* NAVD 88     -        21.     (meters)      69.     (feet)  SCALED    
 OC1495  ___________________________________________________________________
 OC1495  LAPLACE CORR-           3.58  (seconds)                    DEFLEC99
 OC1495  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 OC1495
 OC1495  HORZ ORDER  -  THIRD
 OC1495
 OC1495.The horizontal coordinates were established by classical geodetic methods
 OC1495.and adjusted by the National Geodetic Survey in March 1998..
 OC1495
 OC1495.The orthometric height was scaled from a topographic map.
 OC1495
 OC1495.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1495
 OC1495.The geoid height was determined by GEOID03.
 OC1495
 OC1495;                    North         East     Units Scale Factor Converg.
 OC1495;SPC ME W     -   101,970.389   902,035.422   MT  0.99996672   +0 01 02.9
 OC1495;UTM  19      - 4,844,872.699   408,107.953   MT  0.99970386   -0 47 21.7
 OC1495
 OC1495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1495!SPC ME W     -   1.00000083  x   0.99996672  =   0.99996755
 OC1495!UTM  19      -   1.00000083  x   0.99970386  =   0.99970469
 OC1495
 OC1495:                Primary Azimuth Mark                     Grid Az
 OC1495:SPC ME W     -  COUSINS IS BLANEY PT HSE CHIM            021 15 09.1
 OC1495:UTM  19      -  COUSINS IS BLANEY PT HSE CHIM            022 03 33.7
 OC1495
 OC1495|---------------------------------------------------------------------|
 OC1495| PID    Reference Object                     Distance      Geod. Az  |
 OC1495|                                                           dddmmss.s |
 OC1495| OC1490 COUSINS IS BLANEY PT HSE CHIM       APPROX. 2.8 KM 0211612.0 |
 OC1495| OC1678 LONG IS 1852                        APPROX. 5.7 KM 1803824.9 |
 OC1495|---------------------------------------------------------------------|
 OC1495
 OC1495                          SUPERSEDED SURVEY CONTROL
 OC1495
 OC1495  NAD 83(1992)-  43 45 04.31596(N)    070 08 29.01813(W) AD(       ) 3
 OC1495  NAD 83(1986)-  43 45 04.32196(N)    070 08 29.02342(W) AD(       ) 3
 OC1495  NAD 27      -  43 45 04.03000(N)    070 08 30.84000(W) AD(       ) 3
 OC1495
 OC1495.Superseded values are not recommended for survey control.
 OC1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1495.See file dsdata.txt to determine how the superseded data were derived.
 OC1495
 OC1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0810844873(NAD 83)
 OC1495
 OC1495  HISTORY     - Date     Condition        Report By
 OC1495  HISTORY     - 1854     MONUMENTED       CGS
 OC1495  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1495
 OC1495                          STATION DESCRIPTION
 OC1495
 OC1495'DESCRIBED BY COAST AND GEODETIC SURVEY 1854 (COB)
 OC1495'STATION IS ON THE SW END OF COUSINS ISLAND, ON A SMALL KNOLL,
 OC1495'ABOUT 120 FEET EASTERLY OF THE HOUSE OF MR. JOHN DOYLE.  THE
 OC1495'STATION IS MARKED BY FOUR STUBS WITH COPPER NAILS, EACH AT 2 FEET
 OC1495'FROM THE CENTER, TWO STUBS BEING IN RANGE WITH GREAT JEBEIG
 OC1495'TRIANGULATION STATION AND THE OTHER TWO AT RIGHT ANGLES.
 OC1495
 OC1495                          STATION RECOVERY (1933)
 OC1495
 OC1495'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1495'THIS STATION IS LOST.  STATION WAS SEARCHED FOR WITHOUT
 OC1495'SUCCESS.  IT WAS MARKED ONLY BY WOODEN HUBS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1552 ***********************************************************************
 QF1552  DESIGNATION -  BIRCH POINT 1890
 QF1552  PID         -  QF1552
 QF1552  STATE/COUNTY-  ME/WASHINGTON
 QF1552  USGS QUAD   -  LAMBERT LAKE (1988)
 QF1552
 QF1552                         *CURRENT SURVEY CONTROL
 QF1552  ___________________________________________________________________
 QF1552* NAD 83(1996)-  45 35 06.22001(N)    067 31 21.49901(W)     ADJUSTED  
 QF1552* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 QF1552  ___________________________________________________________________
 QF1552  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 QF1552  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 QF1552
 QF1552  HORZ ORDER  -  SECOND
 QF1552
 QF1552.The horizontal coordinates were established by classical geodetic methods
 QF1552.and adjusted by the National Geodetic Survey in March 1998..
 QF1552
 QF1552.The orthometric height was scaled from a topographic map.
 QF1552
 QF1552.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1552
 QF1552.The geoid height was determined by GEOID03.
 QF1552
 QF1552;                    North         East     Units Scale Factor Converg.
 QF1552;SPC ME E     -   213,623.899   376,265.869   MT  0.99997149   +0 41 53.4
 QF1552;UTM  19      - 5,049,008.038   615,247.353   MT  0.99976330   +1 03 19.4
 QF1552
 QF1552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1552!SPC ME E     -   0.99998541  x   0.99997149  =   0.99995690
 QF1552!UTM  19      -   0.99998541  x   0.99976330  =   0.99974871
 QF1552
 QF1552:                Primary Azimuth Mark                     Grid Az
 QF1552:SPC ME E     -  MUSQUASH IBC                             069 28 16.7
 QF1552:UTM  19      -  MUSQUASH IBC                             069 06 50.7
 QF1552
 QF1552|---------------------------------------------------------------------|
 QF1552| PID    Reference Object                     Distance      Geod. Az  |
 QF1552|                                                           dddmmss.s |
 QF1552| QF0630 MUSQUASH IBC                        APPROX. 2.1 KM 0701010.1 |
 QF1552| QF1557 WALKER IBC                           73.925 METERS 14117     |
 QF1552| QF1558 REFERENCE MON 103=BIRCH IS RM        25.375 METERS 17216     |
 QF1552|---------------------------------------------------------------------|
 QF1552
 QF1552                          SUPERSEDED SURVEY CONTROL
 QF1552
 QF1552  NAD 83(1992)-  45 35 06.21620(N)    067 31 21.49624(W) AD(       ) 2
 QF1552  NAD 83(1986)-  45 35 06.21997(N)    067 31 21.50718(W) AD(       ) 2
 QF1552  NAD 27      -  45 35 05.98300(N)    067 31 23.49700(W) AD(       ) 2
 QF1552
 QF1552.Superseded values are not recommended for survey control.
 QF1552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1552.See file dsdata.txt to determine how the superseded data were derived.
 QF1552
 QF1552_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL1524749008(NAD 83)
 QF1552_MARKER: DD = SURVEY DISK
 QF1552_SETTING: 80 = SET IN A BOULDER
 QF1552_SP_SET: SET IN A DRILL HOLE IN A BOULDER
 QF1552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1552+STABILITY: SURFACE MOTION
 QF1552
 QF1552  HISTORY     - Date     Condition        Report By
 QF1552  HISTORY     - 1890     MONUMENTED       CGS
 QF1552  HISTORY     - 1946     SEE DESCRIPTION  CGS
 QF1552  HISTORY     - 1955     GOOD             IBC
 QF1552  HISTORY     - 1972     GOOD             IBC
 QF1552
 QF1552                          STATION DESCRIPTION
 QF1552
 QF1552'DESCRIBED BY COAST AND GEODETIC SURVEY 1890 (JH)
 QF1552'ABOUT 15 FEET INSIDE THE N SHORE OF BIRCH ISLAND, IN THE ENTRANCE TO
 QF1552'WALKER COVE IN SPEDNIK LAKE, AT MEAN LOW WATER, 80 FEET N OF THE NE
 QF1552'CORNER OF THE VEGETATION ON THE ISLAND, HENCE 80 FEET OUTSIDE
 QF1552'HIGH - WATER LINE.  THE STATION IS ON A TRUNCATED PYRAMIDAL ROCK WITH
 QF1552'FLAT TOP, 6 BY 4 FEET AND 2 FEET HIGH, WITH LARGER BOULDERS 15 FEET N
 QF1552'ON LOW - WATER LINE, AND THREE HUGE BOULDERS ON THE NE POINT OF THE
 QF1552'ISLAND AT LOW WATER, 40 FEET DISTANT.  REFERENCE MONUMENT 103 IS
 QF1552'83.30 FEET S.
 QF1552'
 QF1552'STATION MARK IS AN IBC STATION DISK SET IN A DRILL HOLE WITHIN A
 QF1552'TRIANGLE CUT IN THE ROCK.
 QF1552
 QF1552                          STATION RECOVERY (1946)
 QF1552
 QF1552'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (NWS)
 QF1552'STATION IS 15 FEET INSIDE THE N SHORE OF BIRCH ISLAND, IN THE
 QF1552'ENTRANCE TO WALKER COVE IN SPEDNIK LAKE, AT MEAN LOW WATER,
 QF1552'80 FEET N OF THE NE CORNER OF THE VEGETATION ON THE ISLAND, HENCE
 QF1552'80 FEET OUTSIDE HIGH-WATER LINE.  THE STATION IS ON A TRUNCATED
 QF1552'PYRAMIDAL ROCK WITH A FLAT TOP, 6 BY 4 FEET BY 2 FEET HIGH,
 QF1552'WITH LARGER BOULDERS 15 FEET N ON LOW-WATER LINE, AND THREE
 QF1552'HUGE BOULDERS ON THE NE POINT OF THE ISLAND AT LOW WATER, 40
 QF1552'FEET DISTANT.  REFERENCE MONUMENT 103 IS 83.30 FEET S.
 QF1552'
 QF1552'STATION MARK IS AN I.B.C. STATION DISK SET IN A DRILL HOLE
 QF1552'SURROUNDED BY A TRIANGLE CUT IN THE ROCK.
 QF1552'
 QF1552'STATION RECOVERED IN GOOD CONDITION.
 QF1552
 QF1552                          STATION RECOVERY (1955)
 QF1552
 QF1552'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1552'STATION RECOVERED IN GOOD CONDITION.
 QF1552
 QF1552                          STATION RECOVERY (1972)
 QF1552
 QF1552'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1552'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1908 ***********************************************************************
 QF1908  DESIGNATION -  BIRCH TABLET IBC
 QF1908  PID         -  QF1908
 QF1908  STATE/COUNTY-  ME/AROOSTOOK
 QF1908  USGS QUAD   -  ORIENT (1989)
 QF1908
 QF1908                         *CURRENT SURVEY CONTROL
 QF1908  ___________________________________________________________________
 QF1908* NAD 83(1996)-  45 51 07.61006(N)    067 47 26.43350(W)     ADJUSTED  
 QF1908* NAVD 88     -       134.     (meters)     440.     (feet)  SCALED    
 QF1908  ___________________________________________________________________
 QF1908  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 QF1908  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 QF1908
 QF1908  HORZ ORDER  -  THIRD
 QF1908
 QF1908.The horizontal coordinates were established by classical geodetic methods
 QF1908.and adjusted by the National Geodetic Survey in March 1998..
 QF1908
 QF1908.The orthometric height was scaled from a topographic map.
 QF1908
 QF1908.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1908
 QF1908.The geoid height was determined by GEOID03.
 QF1908
 QF1908;                    North         East     Units Scale Factor Converg.
 QF1908;SPC ME E     -   243,082.762   355,087.231   MT  0.99993729   +0 30 32.3
 QF1908;UTM  19      - 5,078,327.578   593,889.719   MT  0.99970837   +0 52 04.1
 QF1908
 QF1908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1908!SPC ME E     -   0.99998273  x   0.99993729  =   0.99992002
 QF1908!UTM  19      -   0.99998273  x   0.99970837  =   0.99969110
 QF1908
 QF1908                          SUPERSEDED SURVEY CONTROL
 QF1908
 QF1908  NAD 83(1992)-  45 51 07.60785(N)    067 47 26.43287(W) AD(       ) 4
 QF1908  NAD 83(1986)-  45 51 07.60319(N)    067 47 26.43601(W) AD(       ) 4
 QF1908  NAD 27      -  45 51 07.40758(N)    067 47 28.41436(W) AD(       ) 3
 QF1908
 QF1908.Superseded values are not recommended for survey control.
 QF1908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1908.See file dsdata.txt to determine how the superseded data were derived.
 QF1908
 QF1908_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9389078328(NAD 83)
 QF1908_MARKER: DD = SURVEY DISK
 QF1908_SETTING: 80 = SET IN A BOULDER
 QF1908_SP_SET: SET IN A DRILL HOLE IN A BOULDER
 QF1908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1908+STABILITY: SURFACE MOTION
 QF1908
 QF1908  HISTORY     - Date     Condition        Report By
 QF1908  HISTORY     - 1912     MONUMENTED       IBC
 QF1908  HISTORY     - 1955     GOOD             IBC
 QF1908
 QF1908                          STATION DESCRIPTION
 QF1908
 QF1908'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (JEM)
 QF1908'ON THE W SIDE OF MONUMENT BROOK, ABOUT 2 MILES ABOVE NORTH LAKE.  THE
 QF1908'STATION IS S 66 DEGREES 30 MINUTES W, 15.6 METERS, FROM THE REFERENCE
 QF1908'MONUMENT 16, AND OPPOSITE AN OLD---COLLIER---LUMBER CAMP.  IT IS 8
 QF1908'FEET W OF THE PATH ALONG THE BROOK AND NEARLY STRAIGHT INSHORE FROM
 QF1908'THE MONUMENT.  A 30 - INCH DEAD BIRCH TREE IS 30 FEET SE.
 QF1908'
 QF1908'THE STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE SURROUNDED BY A
 QF1908'TRIANGLE CUT IN A GRAY GRANITE ROCK WHOSE EXPOSED DIMENSIONS ARE 1 BY
 QF1908'2 FEET.
 QF1908
 QF1908                          STATION RECOVERY (1955)
 QF1908
 QF1908'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1908'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2386 ***********************************************************************
 PE2386  DESIGNATION -  BIRKMORES BARN SOUTH APEX
 PE2386  PID         -  PE2386
 PE2386  STATE/COUNTY-  ME/LINCOLN
 PE2386  USGS QUAD   -  WALDOBORO WEST (1988)
 PE2386
 PE2386                         *CURRENT SURVEY CONTROL
 PE2386  ___________________________________________________________________
 PE2386* NAD 83(1996)-  44 00 59.16048(N)    069 22 34.65064(W)     ADJUSTED  
 PE2386* NAVD 88     -                                                        
 PE2386  ___________________________________________________________________
 PE2386  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 PE2386  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 PE2386
 PE2386  HORZ ORDER  -  THIRD
 PE2386
 PE2386.The horizontal coordinates were established by classical geodetic methods
 PE2386.and adjusted by the National Geodetic Survey in March 1998..
 PE2386
 PE2386
 PE2386.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2386
 PE2386.The geoid height was determined by GEOID03.
 PE2386
 PE2386;                    North         East     Units Scale Factor Converg.
 PE2386;SPC ME W     -   131,742.992   963,373.416   MT  1.00001604   +0 32 57.2
 PE2386;SPC ME E     -    39,231.748   229,742.297   MT  0.99996069   -0 36 32.1
 PE2386;UTM  19      - 4,873,766.892   469,839.456   MT  0.99961119   -0 15 41.3
 PE2386
 PE2386                          SUPERSEDED SURVEY CONTROL
 PE2386
 PE2386  NAD 83(1992)-  44 00 59.16559(N)    069 22 34.63692(W) AD(       ) 4
 PE2386  NAD 83(1986)-  44 00 59.17002(N)    069 22 34.64301(W) AD(       ) 4
 PE2386  NAD 27      -  44 00 58.86000(N)    069 22 36.45000(W) AD(       ) 3
 PE2386
 PE2386.Superseded values are not recommended for survey control.
 PE2386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2386.See file dsdata.txt to determine how the superseded data were derived.
 PE2386
 PE2386_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ6983973767(NAD 83)
 PE2386
 PE2386  HISTORY     - Date     Condition        Report By
 PE2386  HISTORY     - UNK      MONUMENTED
 PE2386  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2386  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2386
 PE2386                          STATION DESCRIPTION
 PE2386
 PE2386'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2386'THIS STATION IS LOST.
 PE2386
 PE2386                          STATION RECOVERY (1943)
 PE2386
 PE2386'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2386'LISTED AS LOST IN 1934.  A SEARCH WAS MADE AND THE BARN NO
 PE2386'LONGER EXISTS, NOT EVEN THE FOUNDATION COULD BE FOUND.  STATION
 PE2386'IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2390 ***********************************************************************
 PE2390  DESIGNATION -  BIRKMORES HOUSE CENTER CHIMNEY
 PE2390  PID         -  PE2390
 PE2390  STATE/COUNTY-  ME/LINCOLN
 PE2390  USGS QUAD   -  WALDOBORO WEST (1988)
 PE2390
 PE2390                         *CURRENT SURVEY CONTROL
 PE2390  ___________________________________________________________________
 PE2390* NAD 83(1996)-  44 01 02.87246(N)    069 22 31.90370(W)     ADJUSTED  
 PE2390* NAVD 88     -                                                        
 PE2390  ___________________________________________________________________
 PE2390  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 PE2390  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 PE2390
 PE2390  HORZ ORDER  -  THIRD
 PE2390
 PE2390.The horizontal coordinates were established by classical geodetic methods
 PE2390.and adjusted by the National Geodetic Survey in March 1998..
 PE2390
 PE2390
 PE2390.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2390
 PE2390.The geoid height was determined by GEOID03.
 PE2390
 PE2390;                    North         East     Units Scale Factor Converg.
 PE2390;SPC ME W     -   131,858.144   963,433.498   MT  1.00001614   +0 32 59.1
 PE2390;SPC ME E     -    39,345.656   229,804.691   MT  0.99996058   -0 36 30.3
 PE2390;UTM  19      - 4,873,881.136   469,901.137   MT  0.99961114   -0 15 39.4
 PE2390
 PE2390                          SUPERSEDED SURVEY CONTROL
 PE2390
 PE2390  NAD 83(1992)-  44 01 02.87762(N)    069 22 31.88995(W) AD(       ) 4
 PE2390  NAD 83(1986)-  44 01 02.88206(N)    069 22 31.89607(W) AD(       ) 4
 PE2390  NAD 27      -  44 01 02.57000(N)    069 22 33.70000(W) AD(       ) 3
 PE2390
 PE2390.Superseded values are not recommended for survey control.
 PE2390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2390.See file dsdata.txt to determine how the superseded data were derived.
 PE2390
 PE2390_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ6990173881(NAD 83)
 PE2390
 PE2390  HISTORY     - Date     Condition        Report By
 PE2390  HISTORY     - UNK      MONUMENTED
 PE2390  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2390  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2390
 PE2390                          STATION DESCRIPTION
 PE2390
 PE2390'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2390'THIS STATION IS LOST.
 PE2390
 PE2390                          STATION RECOVERY (1943)
 PE2390
 PE2390'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2390'LISTED AS LOST IN 1934.  A SEARCH WAS MADE AND TWO SUMMER
 PE2390'HOUSES WERE FOUND.  ONE WITH THREE CHIMNEYS, AND THE OTHER WITH
 PE2390'TWO CHIMNEYS OF RECENT CONSTRUCTION.  IF EITHER HOUSE WAS THE
 PE2390'ORIGINAL STATION, IT HAS BEEN REMODELED.  NO INFORMATION WAS
 PE2390'OBTAINED AS THE HOUSES WERE VACANT AT TIME OF INSPECTION.
 PE2390'
 PE2390'NOTE--AIR PHOTO PARTY BELIEVES CENTER CHIMNEY OF HIGHEST PART
 PE2390'OF DWELLING IS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2719 ***********************************************************************
 OC2719  DESIGNATION -  BIRPLE
 OC2719  PID         -  OC2719
 OC2719  STATE/COUNTY-  ME/YORK
 OC2719  USGS QUAD   -  MOUSAM LAKE (1983)
 OC2719
 OC2719                         *CURRENT SURVEY CONTROL
 OC2719  ___________________________________________________________________
 OC2719* NAD 83(1996)-  43 33 14.91119(N)    070 45 21.26518(W)     ADJUSTED  
 OC2719* NAVD 88     -       203.0    (meters)     666.     (feet)  VERTCON   
 OC2719  ___________________________________________________________________
 OC2719  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 OC2719  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 OC2719
 OC2719  HORZ ORDER  -  SECOND
 OC2719
 OC2719.The horizontal coordinates were established by classical geodetic methods
 OC2719.and adjusted by the National Geodetic Survey in March 1998..
 OC2719
 OC2719.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2719
 OC2719.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2719
 OC2719.The geoid height was determined by GEOID03.
 OC2719
 OC2719;                    North         East     Units Scale Factor Converg.
 OC2719;SPC ME W     -    80,245.356   852,388.348   MT  0.99999454   -0 24 21.7
 OC2719;UTM  19      - 4,823,852.030   358,170.631   MT  0.99984743   -1 12 36.3
 OC2719
 OC2719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2719!SPC ME W     -   0.99997236  x   0.99999454  =   0.99996690
 OC2719!UTM  19      -   0.99997236  x   0.99984743  =   0.99981979
 OC2719
 OC2719|---------------------------------------------------------------------|
 OC2719| PID    Reference Object                     Distance      Geod. Az  |
 OC2719|                                                           dddmmss.s |
 OC2719| CE7233 BIRPLE RM 1                          13.946 METERS 13922     |
 OC2719| OC2721 FERD                                APPROX. 2.3 KM 2345445.8 |
 OC2719| CE7234 BIRPLE RM 2                          10.349 METERS 29203     |
 OC2719|---------------------------------------------------------------------|
 OC2719
 OC2719                          SUPERSEDED SURVEY CONTROL
 OC2719
 OC2719  NAD 83(1992)-  43 33 14.90957(N)    070 45 21.26672(W) AD(       ) 2
 OC2719  NAD 83(1986)-  43 33 14.91645(N)    070 45 21.27287(W) AD(       ) 2
 OC2719  NAD 27      -  43 33 14.62591(N)    070 45 23.06327(W) AD(       ) 2
 OC2719  NGVD 29 (07/19/86)  203.2    (m)          667.     (f) VERT ANG       
 OC2719
 OC2719.Superseded values are not recommended for survey control.
 OC2719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2719.See file dsdata.txt to determine how the superseded data were derived.
 OC2719
 OC2719_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ5817123852(NAD 83)
 OC2719_MARKER: DS = TRIANGULATION STATION DISK
 OC2719_SETTING: 66 = SET IN ROCK OUTCROP
 OC2719_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 OC2719
 OC2719  HISTORY     - Date     Condition        Report By
 OC2719  HISTORY     - 1976     MONUMENTED       NGS
 OC2719
 OC2719                          STATION DESCRIPTION
 OC2719
 OC2719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2719'THE STATION IS LOCATED ABOUT 2.5 MILES NORTHWEST
 OC2719'OF WATERBORO, 2.5 MILES NORTH-NORTHEAST OF NORTH ALFRED,
 OC2719'0.4 MILES WEST-SOUTHWEST OF EAST WATERBORO AND 8
 OC2719'MILES NORTH OF SANFORD.
 OC2719'
 OC2719'TO REACH FROM THE NEW POST OFFICE IN WATERBORO ON
 OC2719'U.S. ROUTE 202 AND STATE ROUTE 4, GO NORTH ON U.S.
 OC2719'ROUTE 202 AND STATE ROUTE 4 FOR 0.2 MILE TO A CROSS
 OC2719'ROAD INTERSECTION WITH A BLINDKER LIGHT. TURN LEFT, AND
 OC2719'GO WESTERLY ON WEST ROAD FOR 1.1 MILES TO A FORK IN
 OC2719'THE ROAD.  KEEPING RIGHT PASSING A WHITE CHURCH ON THE
 OC2719'LEFT, GO NORTHWESTERLY ON THE WEST ROAD FOR 1.7 MILES
 OC2719'TO THE STATION ON THE RIGHT.
 OC2719'
 OC2719'THE STATION MARK IS A STANDARD DISK STAMPED--BIRPLE 1976--,
 OC2719'THE SURFACE DISK IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 OC2719'IT IS 0.4 FEET SOUTH-WEST OF A STONE WALL AND A METAL WITNESS
 OC2719'POST WITH SIGN, 36.0 FEET NORTH-EAST OF THE CENTERLINE OF
 OC2719'WEST ROAD AND 52 FEET NORTHEAST OF POWER POLE J 57.
 OC2719'THERE IS NO UNDERGROUND MARK.
 OC2719'
 OC2719'REFERENCE MARK 1, A STANDARD DISK STAMPED--BIRPLE NO 1
 OC2719'1976--IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OC2719'MONUMENT WHICH PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.
 OC2719'IT IS 22.5 FEET NORTHEAST OF THE CENTERLINE OF WEST ROAD,
 OC2719'3.5 FEET SOUTHWEST OF A METAL WITNESS POST WITH SIGN
 OC2719'AND 58 FEET EAST OF POWER POLE J 57.
 OC2719'
 OC2719'REFERENCE MARK 2, A STANDARD DISK STAMPED--BIRPLE NO 2
 OC2719'1976--IS SET IN A DRILL HOLE OUTCROPPING BEDROCK.
 OC2719'IT IS 28 FEET NORTHEAST OF THE CENTERLINE OF WEST ROAD,
 OC2719'4.8 FEET SOUTHWEST OF A METAL WITNESS POST WITH SIGN
 OC2719'AND 56.8 FEET NORTH OF POWER POLE J 57.
 OC2719'
 OC2719'STATION FERD CAN BE USED AS AN AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2547 ***********************************************************************
 PE2547  DESIGNATION -  BISCUIT
 PE2547  PID         -  PE2547
 PE2547  STATE/COUNTY-  ME/WALDO
 PE2547  USGS QUAD   -  NORTH HAVEN WEST (1983)
 PE2547
 PE2547                         *CURRENT SURVEY CONTROL
 PE2547  ___________________________________________________________________
 PE2547* NAD 83(1996)-  44 14 57.70412(N)    068 57 52.20921(W)     ADJUSTED  
 PE2547* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 PE2547  ___________________________________________________________________
 PE2547  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 PE2547  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 PE2547
 PE2547  HORZ ORDER  -  THIRD
 PE2547
 PE2547.The horizontal coordinates were established by classical geodetic methods
 PE2547.and adjusted by the National Geodetic Survey in March 1998..
 PE2547
 PE2547.The orthometric height was scaled from a topographic map.
 PE2547
 PE2547.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2547
 PE2547.The geoid height was determined by GEOID03.
 PE2547
 PE2547;                    North         East     Units Scale Factor Converg.
 PE2547;SPC ME E     -    64,842.588   262,904.109   MT  0.99991692   -0 19 26.9
 PE2547;UTM  19      - 4,899,570.177   502,834.029   MT  0.99960010   +0 01 29.2
 PE2547
 PE2547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2547!SPC ME E     -   1.00000346  x   0.99991692  =   0.99992038
 PE2547!UTM  19      -   1.00000346  x   0.99960010  =   0.99960356
 PE2547
 PE2547                          SUPERSEDED SURVEY CONTROL
 PE2547
 PE2547  NAD 83(1992)-  44 14 57.70938(N)    068 57 52.18910(W) AD(       ) 3
 PE2547  NAD 83(1986)-  44 14 57.71195(N)    068 57 52.19151(W) AD(       ) 3
 PE2547
 PE2547.Superseded values are not recommended for survey control.
 PE2547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2547.See file dsdata.txt to determine how the superseded data were derived.
 PE2547
 PE2547_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ0283499570(NAD 83)
 PE2547_MARKER: B = BOLT
 PE2547_SETTING: 66 = SET IN ROCK OUTCROP
 PE2547_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 PE2547_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PE2547_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE2547+STABILITY: POSITION/ELEVATION WELL
 PE2547
 PE2547  HISTORY     - Date     Condition        Report By
 PE2547  HISTORY     - 1983     MONUMENTED       NOS
 PE2547
 PE2547                          STATION DESCRIPTION
 PE2547
 PE2547'DESCRIBED BY NATIONAL OCEAN SERVICE 1983 (WVH)
 PE2547'THE STATION IS A 3/4 INCH SCREW WITH A CHISLED CROSS ON THE
 PE2547'THE HEAD.  THE STATION IS SET INTO A DRILL HOLE IN A BEDROCK
 PE2547'OUTCROPPING.
 PE2547'
 PE2547'THE STATION IS LOCATED ON THE FIRST OUTCROPPING OF ROCK WEST OF
 PE2547'BISCUIT LEDGE ON THE SOUTHWEST CORNER OF A SEVEN ACRE ISLAND IN
 PE2547'PENOBSCOT BAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0452 ***********************************************************************
 OB0452  DESIGNATION -  BISFR 1950
 OB0452  PID         -  OB0452
 OB0452  STATE/COUNTY-  ME/LINCOLN
 OB0452  USGS QUAD   -  WESTPORT (1970)
 OB0452
 OB0452                         *CURRENT SURVEY CONTROL
 OB0452  ___________________________________________________________________
 OB0452* NAD 83(1996)-  43 53 43.06373(N)    069 41 07.60103(W)     ADJUSTED  
 OB0452* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 OB0452  ___________________________________________________________________
 OB0452  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 OB0452  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 OB0452
 OB0452  HORZ ORDER  -  THIRD
 OB0452
 OB0452.The horizontal coordinates were established by classical geodetic methods
 OB0452.and adjusted by the National Geodetic Survey in March 1998..
 OB0452
 OB0452.The orthometric height was scaled from a topographic map.
 OB0452
 OB0452.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0452
 OB0452.The geoid height was determined by GEOID03.
 OB0452
 OB0452;                    North         East     Units Scale Factor Converg.
 OB0452;SPC ME W     -   118,092.468   938,663.521   MT  0.99998505   +0 20 01.2
 OB0452;UTM  19      - 4,860,471.969   444,948.474   MT  0.99963727   -0 28 30.9
 OB0452
 OB0452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0452!SPC ME W     -   1.00000217  x   0.99998505  =   0.99998722
 OB0452!UTM  19      -   1.00000217  x   0.99963727  =   0.99963944
 OB0452
 OB0452|---------------------------------------------------------------------|
 OB0452| PID    Reference Object                     Distance      Geod. Az  |
 OB0452|                                                           dddmmss.s |
 OB0452| OB0453 BISFR REAR RANGE 1950                59.394 METERS 10545     |
 OB0452| OB0451 BISFR 1950 RM 1                      13.428 METERS 19847     |
 OB0452| OB0450 POINT 1950                          APPROX. 2.9 KM 3561929.9 |
 OB0452|---------------------------------------------------------------------|
 OB0452
 OB0452                          SUPERSEDED SURVEY CONTROL
 OB0452
 OB0452  NAD 83(1992)-  43 53 43.06321(N)    069 41 07.59756(W) AD(       ) 3
 OB0452  NAD 83(1986)-  43 53 43.06851(N)    069 41 07.60312(W) AD(       ) 3
 OB0452  NAD 27      -  43 53 42.76400(N)    069 41 09.43000(W) AD(       ) 3
 OB0452
 OB0452.Superseded values are not recommended for survey control.
 OB0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0452.See file dsdata.txt to determine how the superseded data were derived.
 OB0452
 OB0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ4494860472(NAD 83)
 OB0452_MARKER: Z = SEE DESCRIPTION
 OB0452_SETTING: 0 = UNSPECIFIED SETTING
 OB0452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OB0452
 OB0452  HISTORY     - Date     Condition        Report By
 OB0452  HISTORY     - 1950     MONUMENTED       CGS
 OB0452
 OB0452                          STATION DESCRIPTION
 OB0452
 OB0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WFM)
 OB0452'STATION IS ON THE W SIDE OF BARTER ISLAND, ABOUT 1.2 MILES N OF
 OB0452'ITS MOST S POINT, AND ABOUT 170 YARDS S OF A SMALL POINT PROJECTING
 OB0452'N.  IT IS ON A ROCK LEDGE AT THE SHORELINE AND IS ABOUT 1 FOOT
 OB0452'BELOW THE HIGH WATER LINE.  THIS STATION MARKS THE LOCATION FOR
 OB0452'BARTER ISLAND SOUTH FRONT RANGE, AND R.M. 2 MARKS THE LOCATION
 OB0452'FOR THE REAR RANGE.
 OB0452'
 OB0452'THE STATION MARK AND REFERENCE MARKS ARE BRONZE DISKS CEMENTED
 OB0452'IN DRILL HOLES IN ROCK LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0451 ***********************************************************************
 OB0451  DESIGNATION -  BISFR 1950 RM 1
 OB0451  PID         -  OB0451
 OB0451  STATE/COUNTY-  ME/LINCOLN
 OB0451  USGS QUAD   -  WESTPORT (1970)
 OB0451
 OB0451                         *CURRENT SURVEY CONTROL
 OB0451  ___________________________________________________________________
 OB0451* NAD 83(1996)-  43 53 42.65183(N)    069 41 07.79476(W)     ADJUSTED  
 OB0451* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 OB0451  ___________________________________________________________________
 OB0451  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 OB0451  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 OB0451
 OB0451  HORZ ORDER  -  THIRD
 OB0451
 OB0451.The horizontal coordinates were established by classical geodetic methods
 OB0451.and adjusted by the National Geodetic Survey in March 1998..
 OB0451
 OB0451.The orthometric height was scaled from a topographic map.
 OB0451
 OB0451.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0451
 OB0451.The geoid height was determined by GEOID03.
 OB0451
 OB0451;                    North         East     Units Scale Factor Converg.
 OB0451;SPC ME W     -   118,079.730   938,659.271   MT  0.99998504   +0 20 01.0
 OB0451;UTM  19      - 4,860,459.297   444,944.046   MT  0.99963728   -0 28 31.1
 OB0451
 OB0451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0451!SPC ME W     -   1.00000217  x   0.99998504  =   0.99998721
 OB0451!UTM  19      -   1.00000217  x   0.99963728  =   0.99963945
 OB0451
 OB0451:                Primary Azimuth Mark                     Grid Az
 OB0451:SPC ME W     -  PORT                                     326 17 57.0
 OB0451:UTM  19      -  PORT                                     327 06 29.1
 OB0451
 OB0451|---------------------------------------------------------------------|
 OB0451| PID    Reference Object                     Distance      Geod. Az  |
 OB0451|                                                           dddmmss.s |
 OB0451| OB0447 PORT                                APPROX. 1.0 KM 3263758.0 |
 OB0451|---------------------------------------------------------------------|
 OB0451
 OB0451                          SUPERSEDED SURVEY CONTROL
 OB0451
 OB0451  NAD 83(1992)-  43 53 42.65131(N)    069 41 07.79129(W) AD(       ) 3
 OB0451  NAD 83(1986)-  43 53 42.65661(N)    069 41 07.79685(W) AD(       ) 3
 OB0451  NAD 27      -  43 53 42.35700(N)    069 41 09.62200(W) AD(       ) 3
 OB0451
 OB0451.Superseded values are not recommended for survey control.
 OB0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0451.See file dsdata.txt to determine how the superseded data were derived.
 OB0451
 OB0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ4494460459(NAD 83)
 OB0451
 OB0451  HISTORY     - Date     Condition        Report By
 OB0451  HISTORY     - 1950     MONUMENTED       CGS
 OB0451
 OB0451                          STATION DESCRIPTION
 OB0451
 OB0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 OB0451'SEE STATION BISFR
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0453 ***********************************************************************
 OB0453  DESIGNATION -  BISFR REAR RANGE 1950
 OB0453  PID         -  OB0453
 OB0453  STATE/COUNTY-  ME/LINCOLN
 OB0453  USGS QUAD   -  WESTPORT (1970)
 OB0453
 OB0453                         *CURRENT SURVEY CONTROL
 OB0453  ___________________________________________________________________
 OB0453* NAD 83(1996)-  43 53 42.54139(N)    069 41 05.03975(W)     ADJUSTED  
 OB0453* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 OB0453  ___________________________________________________________________
 OB0453  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 OB0453  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 OB0453
 OB0453  HORZ ORDER  -  THIRD
 OB0453
 OB0453.The horizontal coordinates were established by classical geodetic methods
 OB0453.and adjusted by the National Geodetic Survey in March 1998..
 OB0453
 OB0453.The orthometric height was scaled from a topographic map.
 OB0453
 OB0453.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0453
 OB0453.The geoid height was determined by GEOID03.
 OB0453
 OB0453;                    North         East     Units Scale Factor Converg.
 OB0453;SPC ME W     -   118,076.680   938,720.777   MT  0.99998510   +0 20 02.9
 OB0453;UTM  19      - 4,860,455.380   445,005.482   MT  0.99963720   -0 28 29.2
 OB0453
 OB0453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0453!SPC ME W     -   1.00000217  x   0.99998510  =   0.99998727
 OB0453!UTM  19      -   1.00000217  x   0.99963720  =   0.99963937
 OB0453
 OB0453                          SUPERSEDED SURVEY CONTROL
 OB0453
 OB0453  NAD 83(1992)-  43 53 42.54086(N)    069 41 05.03628(W) AD(       ) 3
 OB0453  NAD 83(1986)-  43 53 42.54616(N)    069 41 05.04185(W) AD(       ) 3
 OB0453  NAD 27      -  43 53 42.24200(N)    069 41 06.86900(W) AD(       ) 3
 OB0453
 OB0453.Superseded values are not recommended for survey control.
 OB0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0453.See file dsdata.txt to determine how the superseded data were derived.
 OB0453
 OB0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ4500560455(NAD 83)
 OB0453
 OB0453  HISTORY     - Date     Condition        Report By
 OB0453  HISTORY     - 1950     MONUMENTED       CGS
 OB0453
 OB0453                          STATION DESCRIPTION
 OB0453
 OB0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 OB0453'SEE STATION BISFR
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ2704 ***********************************************************************
 AJ2704  CBN         -  This is a Cooperative Base Network Control Station.
 AJ2704  DESIGNATION -  BISSON AZ MK
 AJ2704  PID         -  AJ2704
 AJ2704  STATE/COUNTY-  ME/YORK
 AJ2704  USGS QUAD   -  ALFRED (1983)
 AJ2704
 AJ2704                         *CURRENT SURVEY CONTROL
 AJ2704  ___________________________________________________________________
 AJ2704* NAD 83(1996)-  43 26 17.42185(N)    070 43 57.22031(W)     ADJUSTED  
 AJ2704* NAVD 88     -        78.7    (meters)     258.     (feet)  GPS OBS   
 AJ2704  ___________________________________________________________________
 AJ2704  X           -   1,530,654.282 (meters)                     COMP
 AJ2704  Y           -  -4,378,838.407 (meters)                     COMP
 AJ2704  Z           -   4,363,012.357 (meters)                     COMP
 AJ2704  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 AJ2704  ELLIP HEIGHT-          52.11  (meters)          (04/26/01) GPS OBS
 AJ2704  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 AJ2704
 AJ2704  HORZ ORDER  -  A
 AJ2704  ELLP ORDER  -  FOURTH    CLASS I
 AJ2704
 AJ2704.The horizontal coordinates were established by GPS observations
 AJ2704.and adjusted by the National Geodetic Survey in April 2001..
 AJ2704
 AJ2704.The orthometric height was determined by GPS observations and a
 AJ2704.high-resolution geoid model.
 AJ2704
 AJ2704.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2704
 AJ2704.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2704
 AJ2704.The ellipsoidal height was determined by GPS observations
 AJ2704.and is referenced to NAD 83.
 AJ2704
 AJ2704.The geoid height was determined by GEOID03.
 AJ2704
 AJ2704;                    North         East     Units Scale Factor Converg.
 AJ2704;SPC ME W     -    67,348.184   854,187.141   MT  0.99999247   -0 23 20.8
 AJ2704;UTM  19      - 4,810,932.833   359,788.210   MT  0.99984183   -1 11 29.2
 AJ2704
 AJ2704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2704!SPC ME W     -   0.99999183  x   0.99999247  =   0.99998430
 AJ2704!UTM  19      -   0.99999183  x   0.99984183  =   0.99983366
 AJ2704
 AJ2704                          SUPERSEDED SURVEY CONTROL
 AJ2704
 AJ2704.No superseded survey control is available for this station.
 AJ2704
 AJ2704_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ5978810933(NAD 83)
 AJ2704_MARKER: DD = SURVEY DISK
 AJ2704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2704_STAMPING: BISSON AZ 1978
 AJ2704_MARK LOGO: MEDT  
 AJ2704_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ2704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2704+STABILITY: SURFACE MOTION
 AJ2704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2704+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2000
 AJ2704
 AJ2704  HISTORY     - Date     Condition        Report By
 AJ2704  HISTORY     - 1978     MONUMENTED       MEDT
 AJ2704  HISTORY     - 20000724 GOOD             MEDT
 AJ2704
 AJ2704                          STATION DESCRIPTION
 AJ2704
 AJ2704'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 2000 (TL)
 AJ2704'THE STATION IS LOCATED IN SANFORD, ON STATE HIGHWAY 4.  TO REACH THE
 AJ2704'STATION FROM THE JUNCTION OF HIGHWAY 4, GRAMMER ROAD AND NEW DAM ROAD
 AJ2704'IN SANFORD, GO SOUTH FOR ABOUT 0.05 MI (0.08 KM) ON HIGHWAY 4 TO THE
 AJ2704'STATION ON LEFT.  THE STATION IS SET IN THE TOP OF A 30 CM ROUND
 AJ2704'CONCRETE POST FLUSH WITH GROUND.  LOCATED 9.14 M (29.99 FT) EAST OF
 AJ2704'THE CENTERLINE OF HIGHWAY 4, 12.2 M (40.0 FT) NORTH OF UTILITY POLE
 AJ2704'NUMBER J50/3 AND 5.64 M (18.50 FT) SOUTHEAST OF THE CENTER OF A CATCH
 AJ2704'BASIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0439 ***********************************************************************
 SF0439  DESIGNATION -  BLACK
 SF0439  PID         -  SF0439
 SF0439  STATE/COUNTY-  ME/AROOSTOOK
 SF0439  USGS QUAD   -  WHEELOCK (1985)
 SF0439
 SF0439                         *CURRENT SURVEY CONTROL
 SF0439  ___________________________________________________________________
 SF0439* NAD 83(1996)-  47 09 40.02524(N)    068 43 32.71624(W)     ADJUSTED  
 SF0439* NAVD 88     -       484.5    (meters)    1590.     (feet)  VERTCON   
 SF0439  ___________________________________________________________________
 SF0439  LAPLACE CORR-           6.10  (seconds)                    DEFLEC99
 SF0439  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 SF0439
 SF0439  HORZ ORDER  -  SECOND
 SF0439
 SF0439.The horizontal coordinates were established by classical geodetic methods
 SF0439.and adjusted by the National Geodetic Survey in March 1998..
 SF0439
 SF0439.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0439
 SF0439.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0439
 SF0439.The geoid height was determined by GEOID03.
 SF0439
 SF0439;                    North         East     Units Scale Factor Converg.
 SF0439;SPC ME E     -   388,358.748   282,883.414   MT  0.99990360   -0 09 55.9
 SF0439;UTM  19      - 5,223,105.315   520,786.906   MT  0.99960531   +0 12 03.9
 SF0439
 SF0439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0439!SPC ME E     -   0.99992792  x   0.99990360  =   0.99983152
 SF0439!UTM  19      -   0.99992792  x   0.99960531  =   0.99953325
 SF0439
 SF0439|---------------------------------------------------------------------|
 SF0439| PID    Reference Object                     Distance      Geod. Az  |
 SF0439|                                                           dddmmss.s |
 SF0439| DA4752 BLACK RM 2                           14.279 METERS 07602     |
 SF0439| DA4753 BLACK TEMP STAKE                                   10610     |
 SF0439| DA4751 BLACK RM 1                           18.263 METERS 11343     |
 SF0439| SF0524 ST FRANCIS 2                        APPROX.10.4 KM 2743537.2 |
 SF0439|---------------------------------------------------------------------|
 SF0439
 SF0439                          SUPERSEDED SURVEY CONTROL
 SF0439
 SF0439  NAD 83(1992)-  47 09 40.01847(N)    068 43 32.71129(W) AD(       ) 2
 SF0439  NAD 83(1986)-  47 09 40.02592(N)    068 43 32.70728(W) AD(       ) 2
 SF0439  NAD 27      -  47 09 39.88744(N)    068 43 34.53574(W) AD(       ) 2
 SF0439  NGVD 29 (07/19/86)  484.6    (m)         1590.     (f) VERT ANG       
 SF0439
 SF0439.Superseded values are not recommended for survey control.
 SF0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0439.See file dsdata.txt to determine how the superseded data were derived.
 SF0439
 SF0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN2078723105(NAD 83)
 SF0439_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SF0439_SETTING: 66 = SET IN ROCK OUTCROP
 SF0439
 SF0439  HISTORY     - Date     Condition        Report By
 SF0439  HISTORY     - 1960     MONUMENTED       CGS
 SF0439  HISTORY     - 1977     GOOD             IBC
 SF0439
 SF0439                          STATION DESCRIPTION
 SF0439
 SF0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HRL)
 SF0439'STATION IS LOCATED ON THE SUMMIT OF EAGLE LAKE, ABOUT 9.0 MILES
 SF0439'SOUTHWEST OF FORT KENT AND ABOUT 6 MILES WEST-NORTHWEST OF THE
 SF0439'VILLAGE OF WALLAGRASS.  STATION, A STANDARD DISK CEMENTED IN THE
 SF0439'DEPRESSION OF OUTCROPPING ROCK AND STAMPED BLACK 1960 IS 14
 SF0439'FEET NORTH OF AN OAK TREE WITH TRIANGLE BLAZE, 12 FEET EAST OF
 SF0439'AN OAK TREE WITH TRIANGLE BLAZE, 40 FEET NORTH OF AN 18 INCH
 SF0439'OAK TREE WITH WITNESS SIGN, 20 FEET SOUTHWEST OF OAK TREE
 SF0439'WITH TRIANGLE BLAZE AND 21 FEET WEST OF A BEECH TREE WITH
 SF0439'TRIANGLE BLAZE.  THE MARK IS FLUSH WITH THE GROUND.
 SF0439'
 SF0439'TO REACH FROM THE POST OFFICE IN FORT KENT, GO NORTHEAST ON
 SF0439'U.S. HIGHWAY NO. 1 FOR 0.2 MILE TO JUNCTION OF STATE HIGHWAY
 SF0439'NO. 11.  TURN RIGHT AND GO SOUTHERLY ON STATE HIGHWAY NO. 11 FOR
 SF0439'7.55 MILES TO T ROAD LEFT.  CONTINUE SOUTHERLY ON STATE HIGHWAY
 SF0439'NO. 11 FOR 1.55 MILES TO SIDE ROAD RIGHT.  TURN RIGHT AND GO
 SF0439'WESTERLY ON GRAVEL ROAD FOR 0.65 MILE TO FORKS.  TAKE LEFT FORK
 SF0439'AND GO 1.7 MILES TO FORKS.  TAKE LEFT FORK AND GO WESTERLY ON MAIN
 SF0439'ROAD FOR 1.3 MILES TO FORKS.  TAKE RIGHT FORK, CROSS BRIDGE AND GO
 SF0439'0.1 MILE TO FORKS.  TAKE LEFT FORK AND GO WEST FOR 2.9 MILES TO
 SF0439'FORKS.  TAKE RIGHT FORK AND GO 0.7 MILE TO BRIDGE AT
 SF0439'LOGGING CAMP.  CROSS BRIDGE, TAKE LEFT FORK AND GO
 SF0439'NORTHWESTERLY ON BLADED ROAD FOR 2.0 MILES TO SUMMIT OF
 SF0439'MOUNTAIN AND STATION AS DESCRIBED.
 SF0439'
 SF0439'REFERENCE MARK NO. 1, A STANDARD DISK CEMENTED IN A DRILLHOLE
 SF0439'IN OUTCROPPING ROCK AND STAMPED BLACK NO 1 1960 IS 5 FEET
 SF0439'NORTHWEST OF A 12 INCH OAK TREE AND 10 FEET EAST OF A 10 INCH
 SF0439'OAK TREE.  THE MARK IS FLUSH WITH THE GROUND.
 SF0439'
 SF0439'REFERENCE MARK NO. 1, A STANDARD DISK CEMENTED IN A DRILLHOLE IN
 SF0439'IN OUTCROPPING ROCK AND STAMPED BLACK NO 2 1960 IS 9 FEET
 SF0439'NORTHEAST OF AN 8 INCH OAK TREE, 28 FEET SOUTHEAST OF A BEECH
 SF0439'TREE WITH TRIANGLE BLAZE AND 12 FEET SOUTH OF A 9 INCH OAK
 SF0439'TREE.  THE MARK IS FLUSH WITH THE GROUND.
 SF0439
 SF0439                          STATION RECOVERY (1977)
 SF0439
 SF0439'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977 (CRM)
 SF0439'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 SF0439'CONDITION.  A NEW DESCRIPTION FOLLOWS.
 SF0439'
 SF0439'THE STATION IS LOCATED ABOUT 8-3/4 MILES SOUTHWEST OF FT. KENT, MAINE,
 SF0439'8 MILES EAST OF ST. FRANCIS, MAINE, 1/2 MILE SOUTH OF BLACK POND, ON
 SF0439'THE SUMMIT OF A TIMBERED MOUNTAIN, AND ON PROPERTY OWNED BY THE
 SF0439'INTERNATIONAL PAPER CO.  PERMISSION TO USE THE STATION WAS OBTAINED AT
 SF0439'THE INTERNATIONAL PAPER CO. OFFICE IN ASHLAND, MAINE.
 SF0439'
 SF0439'TO REACH FROM THE POST OFFICE IN FT. KENT, GO NORTHEAST ON U.S.
 SF0439'HIGHWAY 1 FOR 0.2 MILE TO THE JUNCTION OF STATE HIGHWAY 11.  TURN
 SF0439'RIGHT AND GO SOUTHERLY ON STATE HIGHWAY 11 FOR 7.4 MILES TO A SIDE
 SF0439'ROAD LEFT AND SIGN ---SOLDIER POND---.  CONTINUE AHEAD, SOUTH, ON
 SF0439'STATE HIGHWAY 11 FOR 1.5 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND
 SF0439'GO WESTERLY FOR 0.6 MILE TO A Y-FORK.  TAKE THE LEFT FORK AND GO
 SF0439'WESTERLY FOR 1.6 MILES TO A BRIDGE.  CROSS THE BRIDGE AND CONTINUE
 SF0439'WEST FOR 1.1 MILES TO A Y-FORK.  TAKE THE RIGHT FORK AND GO NORTHWEST
 SF0439'AND WEST, CROSSING A BRIDGE, FOR 0.2 MILE TO A Y-FORK.  TAKE THE LEFT
 SF0439'FORK AND GO NORTHWESTERLY FOR 2.1 MILES TO A SIDE ROAD RIGHT.
 SF0439'CONTINUE AHEAD, NORTHWEST, FOR 0.7 MILE TO A Y-FORK.  TAKE THE RIGHT
 SF0439'FORK AND GO NORTHWESTERLY FOR 0.5 MILE TO A BULLDOZED AREA ON THE LEFT
 SF0439'AND A BRIDGE.  CONTINUE AHEAD, CROSSING THE BRIDGE, AND GO
 SF0439'NORTHWESTERLY FOR 0.2 MILE TO A SIDE ROAD RIGHT WHICH APPEARS TO BE A
 SF0439'DRY WASH.  (FROM THIS POINT AN ALL TERRAIN VEHICLE OR A VEHICLE
 SF0439'EQUIPPED WITH A WINCH IS REQUIRED TO DRIVE TO THE STATION.  ALSO FROM
 SF0439'THIS POINT THERE ARE SEVERAL DIM Y-FORKS ENROUTE TO THE STATION.  IN
 SF0439'ALL CASES TAKE THE RIGHT FORK WITH THE ONE EXCEPTION MENTIONED LATER.)
 SF0439'TURN RIGHT AND GO NORTHERLY ON AN OLD WOODS ROAD FOR 0.8 MILE TO A
 SF0439'Y-FORK IN A CLEARING AND A BLAZED, LEANING MAPLE TREE.  TAKE THE LEFT
 SF0439'FORK AND GO NORTH AND NORTHEAST FOR 0.9 MILE TO THE TOP OF THE
 SF0439'MOUNTAIN AND THE STATION.
 SF0439'
 SF0439'THE STATION MARK, STAMPED ---BLACK 1960--- IS A U.S. COAST AND
 SF0439'GEODETIC SURVEY DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH
 SF0439'WITH THE GROUND.  IT IS 6.6 METERS SOUTHWEST OF A 12-INCH BEECH TREE
 SF0439'THAT HAS A WITNESS POST SIGN NAILED TO IT, 6.2 METERS SOUTH OF A
 SF0439'12-INCH MAPLE TREE WITH A TRIANGULAR BLAZE, AND 3.7 METERS EAST OF A
 SF0439'16-INCH MAPLE TREE WITH A TRIANGULAR BLAZE.
 SF0439'
 SF0439'REFERENCE MARK 1, STAMPED ---BLACK NO 1 1960--- IS A U.S. COAST AND
 SF0439'GEODETIC SURVEY DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH
 SF0439'WITH THE GROUND.  IT IS 3.2 METERS EAST-NORTHEAST OF A 10-INCH MAPLE
 SF0439'TREE THAT HAS A WITNESS POST SIGN NAILED TO IT AND 1.8 METERS
 SF0439'NORTHWEST OF A BLAZED 8-INCH MAPLE TREE.
 SF0439'
 SF0439'REFERENCE MARK 2, STAMPED ---BLACK NO 2 1960--- IS A U.S. COAST AND
 SF0439'GEODETIC SURVEY DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH
 SF0439'WITH THE GROUND.  IT IS 3.4 METERS EAST OF AN 8-INCH MAPLE TREE THAT
 SF0439'HAS A WITNESS POST SIGN NAILED TO IT AND 2.8 METERS NORTH OF A 10-INCH
 SF0439'MAPLE TREE WITH A TRIANGULAR BLAZE.
 SF0439'
 SF0439'INSTRUMENT HEIGHT WAS 19.9 METERS AND THERE WAS NO SUITABLE LOCATION
 SF0439'FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0608 ***********************************************************************
 PD0608  DESIGNATION -  BLACK
 PD0608  PID         -  PD0608
 PD0608  STATE/COUNTY-  ME/WASHINGTON
 PD0608  USGS QUAD   -  WEST LUBEC (1975)
 PD0608
 PD0608                         *CURRENT SURVEY CONTROL
 PD0608  ___________________________________________________________________
 PD0608* NAD 83(1996)-  44 51 09.55621(N)    067 02 58.67939(W)     ADJUSTED  
 PD0608* NAVD 88     -         3.7    (meters)      12.     (feet)  VERTCON   
 PD0608  ___________________________________________________________________
 PD0608  LAPLACE CORR-           3.32  (seconds)                    DEFLEC99
 PD0608  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 PD0608
 PD0608  HORZ ORDER  -  THIRD
 PD0608
 PD0608.The horizontal coordinates were established by classical geodetic methods
 PD0608.and adjusted by the National Geodetic Survey in March 1998..
 PD0608
 PD0608.The NAVD 88 height was computed by applying the VERTCON shift value to
 PD0608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PD0608
 PD0608.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0608
 PD0608.The geoid height was determined by GEOID03.
 PD0608
 PD0608;                    North         East     Units Scale Factor Converg.
 PD0608;SPC ME E     -   132,794.054   414,638.171   MT  1.00006155   +1 01 22.9
 PD0608;UTM  19      - 4,968,432.733   654,112.412   MT  0.99989206   +1 22 33.0
 PD0608
 PD0608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0608!SPC ME E     -   1.00000293  x   1.00006155  =   1.00006448
 PD0608!UTM  19      -   1.00000293  x   0.99989206  =   0.99989499
 PD0608
 PD0608                          SUPERSEDED SURVEY CONTROL
 PD0608
 PD0608  NAD 83(1992)-  44 51 09.54637(N)    067 02 58.68131(W) AD(       ) 3
 PD0608  NAD 83(1986)-  44 51 09.54437(N)    067 02 58.68022(W) AD(       ) 3
 PD0608  NGVD 29 (09/20/87)    3.9    (m)           13.     (f) VERT ANG       
 PD0608
 PD0608.Superseded values are not recommended for survey control.
 PD0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0608.See file dsdata.txt to determine how the superseded data were derived.
 PD0608
 PD0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5411268433(NAD 83)
 PD0608_MARKER: DD = SURVEY DISK
 PD0608_SETTING: 66 = SET IN ROCK OUTCROP
 PD0608_SP_SET: SET IN A ROCK LEDGE
 PD0608_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0608_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0608+STABILITY: POSITION/ELEVATION WELL
 PD0608
 PD0608  HISTORY     - Date     Condition        Report By
 PD0608  HISTORY     - 1986     MONUMENTED       NOS
 PD0608
 PD0608                          STATION DESCRIPTION
 PD0608
 PD0608'DESCRIBED BY NATIONAL OCEAN SERVICE 1986 (JGF)
 PD0608'THE STATION IS LOCATED 4.5 MILES SOUTHWEST OF EASTPORT ON THE
 PD0608'SOUTHWEST SIDE OF LONG ISLAND APPROX. 0.15 MILE NORTH OF THE
 PD0608'SOUTH END OF LONG ISLAND ON THE HIGHEST ONE OF SEVERAL ROCKS THAT
 PD0608'BARE AT HIGH WATER
 PD0608'
 PD0608'THE STATION WAS REACHED BY BOAT FROM EASTPORT.
 PD0608'
 PD0608'THE STATION IS A NOS BRONZE DISK STAMPED---BLACK 1986---, 4FT.
 PD0608'ABOVE HIGH WATER LEVEL.
 PD0608'
 PD0608'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 PD0608'
 PD0608'A.L.GRIMES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1166 ***********************************************************************
 PF1166  DESIGNATION -  BLACK 1910
 PF1166  PID         -  PF1166
 PF1166  STATE/COUNTY-  ME/OXFORD
 PF1166  USGS QUAD   -  BETHEL (1970)
 PF1166
 PF1166                         *CURRENT SURVEY CONTROL
 PF1166  ___________________________________________________________________
 PF1166* NAD 83(1996)-  44 27 26.14950(N)    070 52 00.12329(W)     ADJUSTED  
 PF1166* NAVD 88     -       787.     (meters)    2582.     (feet)  SCALED    
 PF1166  ___________________________________________________________________
 PF1166  LAPLACE CORR-          -4.90  (seconds)                    DEFLEC99
 PF1166  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 PF1166
 PF1166  HORZ ORDER  -  THIRD
 PF1166
 PF1166.The horizontal coordinates were established by classical geodetic methods
 PF1166.and adjusted by the National Geodetic Survey in March 1998..
 PF1166
 PF1166.The orthometric height was scaled from a topographic map.
 PF1166
 PF1166.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1166
 PF1166.The geoid height was determined by GEOID03.
 PF1166
 PF1166;                    North         East     Units Scale Factor Converg.
 PF1166;SPC ME W     -   180,659.674   844,287.759   MT  1.00000482   -0 29 25.1
 PF1166;UTM  19      - 4,924,356.810   351,492.578   MT  0.99987123   -1 18 27.5
 PF1166
 PF1166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1166!SPC ME W     -   0.99988080  x   1.00000482  =   0.99988562
 PF1166!UTM  19      -   0.99988080  x   0.99987123  =   0.99975204
 PF1166
 PF1166:                Primary Azimuth Mark                     Grid Az
 PF1166:SPC ME W     -  CARIBOU                                  201 55 08.9
 PF1166:UTM  19      -  CARIBOU                                  202 44 11.3
 PF1166
 PF1166|---------------------------------------------------------------------|
 PF1166| PID    Reference Object                     Distance      Geod. Az  |
 PF1166|                                                           dddmmss.s |
 PF1166| PF1173 CARIBOU                             APPROX.14.0 KM 2012543.8 |
 PF1166|---------------------------------------------------------------------|
 PF1166
 PF1166                          SUPERSEDED SURVEY CONTROL
 PF1166
 PF1166  NAD 83(1992)-  44 27 26.15047(N)    070 52 00.13072(W) AD(       ) 3
 PF1166  NAD 83(1992)-  44 27 26.14997(N)    070 52 00.12413(W) AD(       ) 3
 PF1166  NAD 83(1986)-  44 27 26.15670(N)    070 52 00.12390(W) AD(       ) 3
 PF1166  NAD 27      -  44 27 25.92536(N)    070 52 01.92411(W) AD(       ) 3
 PF1166
 PF1166.Superseded values are not recommended for survey control.
 PF1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1166.See file dsdata.txt to determine how the superseded data were derived.
 PF1166
 PF1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK5149324357(NAD 83)
 PF1166_MARKER: DD = SURVEY DISK
 PF1166_SETTING: 66 = SET IN ROCK OUTCROP
 PF1166_SP_SET: SET IN ROCK OUTCROP
 PF1166_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PF1166+STABILITY: POSITION/ELEVATION WELL
 PF1166
 PF1166  HISTORY     - Date     Condition        Report By
 PF1166  HISTORY     - 1910     MONUMENTED       USGS
 PF1166
 PF1166                          STATION DESCRIPTION
 PF1166
 PF1166'DESCRIBED BY US GEOLOGICAL SURVEY 1910
 PF1166'A BALD MOUNTAIN RIDGE ABOUT 5.0 MI NW. OF BETHEL, LOCALLY KNOWN
 PF1166'AS BALD MOUNTAIN BUT IS THE EASTERN END OF BLACK MOUNTAIN, WHICH
 PF1166'LIES ON THE NORTH SIDE OF ANDROSCOGGIN RIVER BETWEEN BETHEL AND
 PF1166'WEST BETHEL.  A GOOD VIEW CAN BE OBTAINED IN ALL DIRECTIONS, BUT
 PF1166'TO THE W., THE VIEW IN THAT DIRECTION BEING CUT OFF BY THE HIGHER
 PF1166'MOUNTAIN RIDGE.  THE STATION IS BEST REACHED FROM MR. WILLIAMSONS
 PF1166'PLACE ON SUNDAY RIVER, WHENCE THE MOUNTAIN CAN BE CLIMBED IN AN
 PF1166'HOUR AND A QUARTER.
 PF1166'
 PF1166'STATION MARK, A STANDARD DISK SET IN SOLID ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1843 ***********************************************************************
 PE1843  DESIGNATION -  BLACK 1944
 PE1843  PID         -  PE1843
 PE1843  STATE/COUNTY-  ME/HANCOCK
 PE1843  USGS QUAD   -  JOHNS ISLAND (1983)
 PE1843
 PE1843                         *CURRENT SURVEY CONTROL
 PE1843  ___________________________________________________________________
 PE1843* NAD 83(1996)-  44 04 55.70881(N)    068 29 40.04929(W)     ADJUSTED  
 PE1843* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 PE1843  ___________________________________________________________________
 PE1843  LAPLACE CORR-           3.94  (seconds)                    DEFLEC99
 PE1843  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 PE1843
 PE1843  HORZ ORDER  -  THIRD
 PE1843
 PE1843.The horizontal coordinates were established by classical geodetic methods
 PE1843.and adjusted by the National Geodetic Survey in March 1998..
 PE1843
 PE1843.The orthometric height was scaled from a topographic map.
 PE1843
 PE1843.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1843
 PE1843.The geoid height was determined by GEOID03.
 PE1843
 PE1843;                    North         East     Units Scale Factor Converg.
 PE1843;SPC ME E     -    46,158.702   300,443.834   MT  0.99990000   +0 00 13.9
 PE1843;UTM  19      - 4,881,120.391   540,475.427   MT  0.99962015   +0 21 06.1
 PE1843
 PE1843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1843!SPC ME E     -   1.00000309  x   0.99990000  =   0.99990309
 PE1843!UTM  19      -   1.00000309  x   0.99962015  =   0.99962324
 PE1843
 PE1843:                Primary Azimuth Mark                     Grid Az
 PE1843:SPC ME E     -  BURNT COAT HARBOR LIGHTHOUSE             033 08 24.2
 PE1843:UTM  19      -  BURNT COAT HARBOR LIGHTHOUSE             032 47 32.0
 PE1843
 PE1843|---------------------------------------------------------------------|
 PE1843| PID    Reference Object                     Distance      Geod. Az  |
 PE1843|                                                           dddmmss.s |
 PE1843| PE1864 BURNT COAT HARBOR LIGHTHOUSE        APPROX. 6.9 KM 0330838.1 |
 PE1843| PE2018 WHITE LEDGE 1907                    APPROX. 5.4 KM 2724148.2 |
 PE1843|---------------------------------------------------------------------|
 PE1843
 PE1843                          SUPERSEDED SURVEY CONTROL
 PE1843
 PE1843  NAD 83(1992)-  44 04 55.72031(N)    068 29 40.03274(W) AD(       ) 3
 PE1843  NAD 83(1986)-  44 04 55.72189(N)    068 29 40.03673(W) AD(       ) 3
 PE1843  NAD 27      -  44 04 55.41800(N)    068 29 41.96000(W) AD(       ) 3
 PE1843
 PE1843.Superseded values are not recommended for survey control.
 PE1843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1843.See file dsdata.txt to determine how the superseded data were derived.
 PE1843
 PE1843_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ4047581120(NAD 83)
 PE1843
 PE1843  HISTORY     - Date     Condition        Report By
 PE1843  HISTORY     - 1944     MONUMENTED       CGS
 PE1843
 PE1843                          STATION DESCRIPTION
 PE1843
 PE1843'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1843'STATION IS LOCATED ON BLACK LEDGE WHICH IS ABOUT 1 MILE SOUTH OF
 PE1843'MARSHALL ISLAND.  STATION IS ABOUT 1 METER SOUTH OF THE HIGHEST
 PE1843'POINT OF THE LEDGE AND EAST OF A LARGE FISSURE THAT RUNS THE
 PE1843'LENGTH OF THE LEDGE IN A NNW AND SSE DIRECTION.  MARKED BY A
 PE1843'STANDARD DISC STAMPED BLACK, 1944.
 PE1843'
 PE1843'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK 7 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1815 ***********************************************************************
 PE1815  DESIGNATION -  BLACK BEACON
 PE1815  PID         -  PE1815
 PE1815  STATE/COUNTY-  ME/HANCOCK
 PE1815  USGS QUAD   -  BAR HARBOR (1982)
 PE1815
 PE1815                         *CURRENT SURVEY CONTROL
 PE1815  ___________________________________________________________________
 PE1815* NAD 83(1996)-  44 29 47.83618(N)    068 12 53.44784(W)     ADJUSTED  
 PE1815* NAVD 88     -                                                        
 PE1815  ___________________________________________________________________
 PE1815  LAPLACE CORR-           3.91  (seconds)                    DEFLEC99
 PE1815  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 PE1815
 PE1815  HORZ ORDER  -  THIRD
 PE1815
 PE1815.The horizontal coordinates were established by classical geodetic methods
 PE1815.and adjusted by the National Geodetic Survey in March 1998..
 PE1815
 PE1815
 PE1815.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1815
 PE1815.The geoid height was determined by GEOID03.
 PE1815
 PE1815;                    North         East     Units Scale Factor Converg.
 PE1815;SPC ME E     -    92,249.757   322,677.167   MT  0.99990632   +0 11 59.5
 PE1815;UTM  19      - 4,927,333.635   562,421.569   MT  0.99964792   +0 33 01.1
 PE1815
 PE1815                          SUPERSEDED SURVEY CONTROL
 PE1815
 PE1815  NAD 83(1992)-  44 29 47.83104(N)    068 12 53.45016(W) AD(       ) 4
 PE1815  NAD 83(1986)-  44 29 47.82951(N)    068 12 53.45384(W) AD(       ) 4
 PE1815  NAD 27      -  44 29 47.55000(N)    068 12 55.40000(W) AD(       ) 3
 PE1815
 PE1815.Superseded values are not recommended for survey control.
 PE1815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1815.See file dsdata.txt to determine how the superseded data were derived.
 PE1815
 PE1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK6242227334(NAD 83)
 PE1815
 PE1815  HISTORY     - Date     Condition        Report By
 PE1815  HISTORY     - UNK      MONUMENTED
 PE1815  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE1815
 PE1815                          STATION DESCRIPTION
 PE1815
 PE1815'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1815'STATION IS LOST AS THE BEACON IS NO LONGER THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1440 ***********************************************************************
 QG1440  DESIGNATION -  BLACK CAT
 QG1440  PID         -  QG1440
 QG1440  STATE/COUNTY-  ME/PISCATAQUIS
 QG1440  USGS QUAD   -  NORCROSS (1988)
 QG1440
 QG1440                         *CURRENT SURVEY CONTROL
 QG1440  ___________________________________________________________________
 QG1440* NAD 83(1996)-  45 43 21.15036(N)    068 49 42.04884(W)     ADJUSTED  
 QG1440* NAVD 88     -       262.4    (meters)     861.     (feet)  VERTCON   
 QG1440  ___________________________________________________________________
 QG1440  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 QG1440  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 QG1440
 QG1440  HORZ ORDER  -  THIRD
 QG1440
 QG1440.The horizontal coordinates were established by classical geodetic methods
 QG1440.and adjusted by the National Geodetic Survey in March 1998..
 QG1440
 QG1440.The NAVD 88 height was computed by applying the VERTCON shift value to
 QG1440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QG1440
 QG1440.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1440
 QG1440.The geoid height was determined by GEOID03.
 QG1440
 QG1440;                    North         East     Units Scale Factor Converg.
 QG1440;SPC ME E     -   228,490.379   274,440.894   MT  0.99990803   -0 14 06.3
 QG1440;UTM  19      - 5,063,235.057   513,357.775   MT  0.99960219   +0 07 22.4
 QG1440
 QG1440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1440!SPC ME E     -   0.99996268  x   0.99990803  =   0.99987071
 QG1440!UTM  19      -   0.99996268  x   0.99960219  =   0.99956488
 QG1440
 QG1440:                Primary Azimuth Mark                     Grid Az
 QG1440:SPC ME E     -  RAGGED 2                                 198 14 04.8
 QG1440:UTM  19      -  RAGGED 2                                 197 52 36.1
 QG1440
 QG1440|---------------------------------------------------------------------|
 QG1440| PID    Reference Object                     Distance      Geod. Az  |
 QG1440|                                                           dddmmss.s |
 QG1440| QG1441 RAGGED 2                            APPROX.16.1 KM 1975958.5 |
 QG1440|---------------------------------------------------------------------|
 QG1440
 QG1440                          SUPERSEDED SURVEY CONTROL
 QG1440
 QG1440  NAD 83(1992)-  45 43 21.14937(N)    068 49 42.04283(W) AD(       ) 3
 QG1440  NAD 83(1986)-  45 43 21.15411(N)    068 49 42.05468(W) AD(       ) 3
 QG1440  NAD 27      -  45 43 20.97804(N)    068 49 43.91149(W) AD(       ) 3
 QG1440  NGVD 29 (07/19/86)  262.6    (m)          862.     (f) VERT ANG       
 QG1440
 QG1440.Superseded values are not recommended for survey control.
 QG1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1440.See file dsdata.txt to determine how the superseded data were derived.
 QG1440
 QG1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL1335863235(NAD 83)
 QG1440_MARKER: DD = SURVEY DISK
 QG1440_SETTING: 66 = SET IN ROCK OUTCROP
 QG1440_SP_SET: SET IN ROCK OUTCROP
 QG1440_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG1440+STABILITY: POSITION/ELEVATION WELL
 QG1440
 QG1440  HISTORY     - Date     Condition        Report By
 QG1440  HISTORY     - 1927     MONUMENTED       USGS
 QG1440
 QG1440                          STATION DESCRIPTION
 QG1440
 QG1440'DESCRIBED BY US GEOLOGICAL SURVEY 1927
 QG1440'SITUATED 8.0 MI NW. OF MILLINOCKET, 0.5 MI S. OF MILLINOCKET LAKE-
 QG1440'0.5 MI E. OF RD., A GOOD TRAIL TO STATION.  THIS IS A FIRE STATION
 QG1440'OF THE STATE FORESTRY DEPARTMENT.
 QG1440'
 QG1440'STATION MARK,  DISK IN ROCK OUTCROP UNDER CENTER OF 50-FT STEEL
 QG1440'FIRE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0569 ***********************************************************************
 QF0569  DESIGNATION -  BLACK CHIMNEY IBC
 QF0569  PID         -  QF0569
 QF0569  STATE/COUNTY-  ME/WASHINGTON
 QF0569  USGS QUAD   -  VANCEBORO (1988)
 QF0569
 QF0569                         *CURRENT SURVEY CONTROL
 QF0569  ___________________________________________________________________
 QF0569* NAD 83(1996)-  45 34 15.09971(N)    067 25 34.58113(W)     ADJUSTED  
 QF0569* NAVD 88     -       119.     (meters)     390.     (feet)  SCALED    
 QF0569  ___________________________________________________________________
 QF0569  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 QF0569  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 QF0569
 QF0569  HORZ ORDER  -  THIRD
 QF0569
 QF0569.The horizontal coordinates were established by classical geodetic methods
 QF0569.and adjusted by the National Geodetic Survey in March 1998..
 QF0569
 QF0569.The orthometric height was scaled from a topographic map.
 QF0569
 QF0569.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0569
 QF0569.The geoid height was determined by GEOID03.
 QF0569
 QF0569;                    North         East     Units Scale Factor Converg.
 QF0569;SPC ME E     -   212,141.971   383,806.655   MT  0.99998632   +0 46 00.5
 QF0569;UTM  19      - 5,047,573.443   622,795.686   MT  0.99978539   +1 07 26.3
 QF0569
 QF0569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0569!SPC ME E     -   0.99998508  x   0.99998632  =   0.99997140
 QF0569!UTM  19      -   0.99998508  x   0.99978539  =   0.99977047
 QF0569
 QF0569                          SUPERSEDED SURVEY CONTROL
 QF0569
 QF0569  NAD 83(1992)-  45 34 15.09549(N)    067 25 34.57824(W) AD(       ) 4
 QF0569  NAD 83(1986)-  45 34 15.09989(N)    067 25 34.58813(W) AD(       ) 4
 QF0569  NAD 27      -  45 34 14.86000(N)    067 25 36.58500(W) AD(       ) 3
 QF0569
 QF0569.Superseded values are not recommended for survey control.
 QF0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0569.See file dsdata.txt to determine how the superseded data were derived.
 QF0569
 QF0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2279647573(NAD 83)
 QF0569_MARKER: 63 = STACK
 QF0569
 QF0569  HISTORY     - Date     Condition        Report By
 QF0569  HISTORY     - 1946     FIRST OBSERVED   IBC
 QF0569  HISTORY     - 1955     SEE DESCRIPTION  IBC
 QF0569
 QF0569                          STATION DESCRIPTION
 QF0569
 QF0569'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF0569'THE HIGH BLACK STACK ON THE SUNRISE FARM SAWMILL IN THE N PART OF
 QF0569'VANCEBORO, ME, ABOUT 800 FEET ABOVE THE DAM.
 QF0569
 QF0569                          STATION RECOVERY (1955)
 QF0569
 QF0569'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF0569'SAWMILL AND CHIMNEY GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1833 ***********************************************************************
 PE1833  DESIGNATION -  BLACK ISLAND 1944
 PE1833  PID         -  PE1833
 PE1833  STATE/COUNTY-  ME/HANCOCK
 PE1833  USGS QUAD   -  BASS HARBOR (1983)
 PE1833
 PE1833                         *CURRENT SURVEY CONTROL
 PE1833  ___________________________________________________________________
 PE1833* NAD 83(1996)-  44 10 29.79258(N)    068 21 13.09928(W)     ADJUSTED  
 PE1833* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 PE1833  ___________________________________________________________________
 PE1833  LAPLACE CORR-           4.40  (seconds)                    DEFLEC99
 PE1833  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 PE1833
 PE1833  HORZ ORDER  -  THIRD
 PE1833
 PE1833.The horizontal coordinates were established by classical geodetic methods
 PE1833.and adjusted by the National Geodetic Survey in March 1998..
 PE1833
 PE1833.The orthometric height was scaled from a topographic map.
 PE1833
 PE1833.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1833
 PE1833.The geoid height was determined by GEOID03.
 PE1833
 PE1833;                    North         East     Units Scale Factor Converg.
 PE1833;SPC ME E     -    56,479.638   311,703.365   MT  0.99990168   +0 06 07.2
 PE1833;UTM  19      - 4,891,506.701   551,668.966   MT  0.99963283   +0 27 01.5
 PE1833
 PE1833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1833!SPC ME E     -   1.00000369  x   0.99990168  =   0.99990537
 PE1833!UTM  19      -   1.00000369  x   0.99963283  =   0.99963652
 PE1833
 PE1833:                Primary Azimuth Mark                     Grid Az
 PE1833:SPC ME E     -  PROCTOR                                  173 59 59.6
 PE1833:UTM  19      -  PROCTOR                                  173 39 05.3
 PE1833
 PE1833|---------------------------------------------------------------------|
 PE1833| PID    Reference Object                     Distance      Geod. Az  |
 PE1833|                                                           dddmmss.s |
 PE1833| PE1827 PROCTOR                             APPROX. 5.3 KM 1740606.8 |
 PE1833| PE1857 SWAN ISLAND CHURCH SPIRE            APPROX. 4.8 KM 2661752.2 |
 PE1833|---------------------------------------------------------------------|
 PE1833
 PE1833                          SUPERSEDED SURVEY CONTROL
 PE1833
 PE1833  NAD 83(1992)-  44 10 29.80215(N)    068 21 13.09033(W) AD(       ) 3
 PE1833  NAD 83(1986)-  44 10 29.80283(N)    068 21 13.09614(W) AD(       ) 3
 PE1833  NAD 27      -  44 10 29.50700(N)    068 21 15.02900(W) AD(       ) 3
 PE1833
 PE1833.Superseded values are not recommended for survey control.
 PE1833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1833.See file dsdata.txt to determine how the superseded data were derived.
 PE1833
 PE1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ5166991507(NAD 83)
 PE1833
 PE1833  HISTORY     - Date     Condition        Report By
 PE1833  HISTORY     - 1944     MONUMENTED       CGS
 PE1833  HISTORY     - 1956     SEE DESCRIPTION  CGS
 PE1833
 PE1833                          STATION DESCRIPTION
 PE1833
 PE1833'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1833'STATION IS A STANDARD TOPOGRAPHIC DISC STAMPED BLACK 1944 SET IN A
 PE1833'DRILL HOLE IN IN LEDGE ROCK ON THE SOUTHWEST SIDE OF BLACK ISLAND
 PE1833'(S. OF LITTLE GOTT ISLAND), AT EXTREME S. TIP OF SHARP PENINSULA
 PE1833'OF LAND WHICH POINTS SOUTH.  POINT IS ABOUT 750 METERS NNW OF
 PE1833'LITTLE BLACK ISLAND.  STATION IS ABOUT 2 METERS SOUTH OF 6 FOOT
 PE1833'EVERGREEN TREE WHICH IS SOUTHERNMOST TREE ON POINT, AND 16
 PE1833'METERS FROM MEAN HIGH WATER LINE ON POINT.
 PE1833'
 PE1833'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK 10 FEET.
 PE1833
 PE1833                          STATION RECOVERY (1956)
 PE1833
 PE1833'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 PE1833'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 PE1833'DESCRIPTION IS ADEQUATE AND COMPLETE.  IT IS MARKED BY A TOPOGRAPHIC
 PE1833'DISK, STAMPED BLACK 1944.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1971 ***********************************************************************
 OC1971  DESIGNATION -  BLACKSTRAP LOT
 OC1971  PID         -  OC1971
 OC1971  STATE/COUNTY-  ME/CUMBERLAND
 OC1971  USGS QUAD   -  CUMBERLAND CENTER (1975)
 OC1971
 OC1971                         *CURRENT SURVEY CONTROL
 OC1971  ___________________________________________________________________
 OC1971* NAD 83(1996)-  43 45 33.55159(N)    070 19 12.58720(W)     ADJUSTED  
 OC1971* NAVD 88     -                                                        
 OC1971  ___________________________________________________________________
 OC1971  LAPLACE CORR-           3.06  (seconds)                    DEFLEC99
 OC1971  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 OC1971
 OC1971  HORZ ORDER  -  THIRD
 OC1971
 OC1971.The horizontal coordinates were established by classical geodetic methods
 OC1971.and adjusted by the National Geodetic Survey in March 1998..
 OC1971
 OC1971
 OC1971.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1971
 OC1971.The geoid height was determined by GEOID03.
 OC1971
 OC1971;                    North         East     Units Scale Factor Converg.
 OC1971;SPC ME W     -   102,883.752   887,639.387   MT  0.99996855   -0 06 22.2
 OC1971;UTM  19      - 4,845,988.434   393,729.751   MT  0.99973891   -0 54 47.3
 OC1971
 OC1971                          SUPERSEDED SURVEY CONTROL
 OC1971
 OC1971  NAD 83(1992)-  43 45 33.55037(N)    070 19 12.58777(W) AD(       ) 4
 OC1971  NAD 83(1986)-  43 45 33.55626(N)    070 19 12.59306(W) AD(       ) 4
 OC1971  NAD 27      -  43 45 33.27688(N)    070 19 14.40787(W) AD(       ) 3
 OC1971
 OC1971.Superseded values are not recommended for survey control.
 OC1971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1971.See file dsdata.txt to determine how the superseded data were derived.
 OC1971
 OC1971_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9373045988(NAD 83)
 OC1971_MARKER: 57 = LOOKOUT TOWER
 OC1971
 OC1971  HISTORY     - Date     Condition        Report By
 OC1971  HISTORY     - 1975     FIRST OBSERVED   NGS
 OC1971
 OC1971                          STATION DESCRIPTION
 OC1971
 OC1971'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1816 ***********************************************************************
 PE1816  DESIGNATION -  BLAD 1944
 PE1816  PID         -  PE1816
 PE1816  STATE/COUNTY-  ME/HANCOCK
 PE1816  USGS QUAD   -  BAR HARBOR (1982)
 PE1816
 PE1816                         *CURRENT SURVEY CONTROL
 PE1816  ___________________________________________________________________
 PE1816* NAD 83(1996)-  44 25 13.32115(N)    068 12 39.51880(W)     ADJUSTED  
 PE1816* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 PE1816  ___________________________________________________________________
 PE1816  LAPLACE CORR-           4.01  (seconds)                    DEFLEC99
 PE1816  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 PE1816
 PE1816  HORZ ORDER  -  THIRD
 PE1816
 PE1816.The horizontal coordinates were established by classical geodetic methods
 PE1816.and adjusted by the National Geodetic Survey in March 1998..
 PE1816
 PE1816.The orthometric height was scaled from a topographic map.
 PE1816
 PE1816.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1816
 PE1816.The geoid height was determined by GEOID03.
 PE1816
 PE1816;                    North         East     Units Scale Factor Converg.
 PE1816;SPC ME E     -    83,778.228   323,014.802   MT  0.99990651   +0 12 08.3
 PE1816;UTM  19      - 4,918,866.514   562,810.879   MT  0.99964852   +0 33 08.2
 PE1816
 PE1816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1816!SPC ME E     -   1.00000364  x   0.99990651  =   0.99991015
 PE1816!UTM  19      -   1.00000364  x   0.99964852  =   0.99965216
 PE1816
 PE1816:                Primary Azimuth Mark                     Grid Az
 PE1816:SPC ME E     -  MEADOW PT BRICK CHIM WITH VENT           311 37 09.5
 PE1816:UTM  19      -  MEADOW PT BRICK CHIM WITH VENT           311 16 09.6
 PE1816
 PE1816|---------------------------------------------------------------------|
 PE1816| PID    Reference Object                     Distance      Geod. Az  |
 PE1816|                                                           dddmmss.s |
 PE1816| PE1882 MEADOW PT BRICK CHIM WITH VENT      APPROX. 6.4 KM 3114917.8 |
 PE1816| PE1881 MARLBORO OLD POINT BARN CUPOLA      APPROX. 7.8 KM 3221517.3 |
 PE1816| PE1817 CRAB                                APPROX. 5.1 KM 3422405.5 |
 PE1816|---------------------------------------------------------------------|
 PE1816
 PE1816                          SUPERSEDED SURVEY CONTROL
 PE1816
 PE1816  NAD 83(1992)-  44 25 13.31772(N)    068 12 39.52150(W) AD(       ) 3
 PE1816  NAD 83(1986)-  44 25 13.31653(N)    068 12 39.52613(W) AD(       ) 3
 PE1816  NAD 27      -  44 25 13.03800(N)    068 12 41.49000(W) AD(       ) 3
 PE1816
 PE1816.Superseded values are not recommended for survey control.
 PE1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1816.See file dsdata.txt to determine how the superseded data were derived.
 PE1816
 PE1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK6281118867(NAD 83)
 PE1816
 PE1816  HISTORY     - Date     Condition        Report By
 PE1816  HISTORY     - 1944     MONUMENTED       CGS
 PE1816
 PE1816                          STATION DESCRIPTION
 PE1816
 PE1816'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1816'STATION IS ABOUT 3 METERS NORTHWEST OF THE HIGHEST PART OF BALD
 PE1816'ROCK, WHICH IS ABOUT 1 MILE NORTH OF BAR HARBOR, 11.8 METERS
 PE1816'FROM TOP EDGE OF CLIFF TO S.E. AND 7.3 METERS FROM EDGE OF CLIFF
 PE1816'IN LINE WITH CENTER PART OF STAVE ISLAND.  MARKED BY A STANDARD
 PE1816'TOPOGRAPHIC DISC STAMPED BALD, 1944.
 PE1816'
 PE1816'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK 20 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0722 ***********************************************************************
 RE0722  DESIGNATION -  BLAINE
 RE0722  PID         -  RE0722
 RE0722  STATE/COUNTY-  ME/AROOSTOOK
 RE0722  USGS QUAD   -  PACKARD LAKE (1984)
 RE0722
 RE0722                         *CURRENT SURVEY CONTROL
 RE0722  ___________________________________________________________________
 RE0722* NAD 83(1996)-  46 28 22.31341(N)    067 56 54.07193(W)     ADJUSTED  
 RE0722* NAVD 88     -       299.3    (meters)     982.     (feet)  VERTCON   
 RE0722  ___________________________________________________________________
 RE0722  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 RE0722  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 RE0722
 RE0722  HORZ ORDER  -  FIRST
 RE0722
 RE0722.The horizontal coordinates were established by classical geodetic methods
 RE0722.and adjusted by the National Geodetic Survey in March 1998..
 RE0722
 RE0722.The NAVD 88 height was computed by applying the VERTCON shift value to
 RE0722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RE0722
 RE0722.The Laplace correction was computed from DEFLEC99 derived deflections.
 RE0722
 RE0722.The geoid height was determined by GEOID03.
 RE0722
 RE0722;                    North         East     Units Scale Factor Converg.
 RE0722;SPC ME E     -   311,978.299   342,362.622   MT  0.99992205   +0 23 59.9
 RE0722;UTM  19      - 5,147,125.441   580,734.744   MT  0.99968012   +0 45 45.1
 RE0722
 RE0722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RE0722!SPC ME E     -   0.99995676  x   0.99992205  =   0.99987881
 RE0722!UTM  19      -   0.99995676  x   0.99968012  =   0.99963689
 RE0722
 RE0722|---------------------------------------------------------------------|
 RE0722| PID    Reference Object                     Distance      Geod. Az  |
 RE0722|                                                           dddmmss.s |
 RE0722| DA4754 BLAINE RM 1                          26.844 METERS 12637     |
 RE0722| DA4755 BLAINE RM 2                          20.982 METERS 20023     |
 RE0722| RF0688 CASTLE HILL                         APPROX.33.7 KM 3195304.5 |
 RE0722|---------------------------------------------------------------------|
 RE0722
 RE0722                          SUPERSEDED SURVEY CONTROL
 RE0722
 RE0722  NAD 83(1992)-  46 28 22.30921(N)    067 56 54.06778(W) AD(       ) 1
 RE0722  NAD 83(1986)-  46 28 22.30632(N)    067 56 54.07776(W) AD(       ) 1
 RE0722  NAD 27      -  46 28 22.16000(N)    067 56 55.98600(W) AD(       ) 1
 RE0722  NGVD 29 (07/19/86)  299.5    (m)          983.     (f) VERT ANG       
 RE0722
 RE0722.Superseded values are not recommended for survey control.
 RE0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0722.See file dsdata.txt to determine how the superseded data were derived.
 RE0722
 RE0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM8073547125(NAD 83)
 RE0722_MARKER: DD = SURVEY DISK
 RE0722_SETTING: 66 = SET IN ROCK OUTCROP
 RE0722_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 RE0722
 RE0722  HISTORY     - Date     Condition        Report By
 RE0722  HISTORY     - 1916     MONUMENTED       GSC
 RE0722  HISTORY     - 1941     GOOD             CGS
 RE0722
 RE0722                          STATION DESCRIPTION
 RE0722
 RE0722'DESCRIBED BY GEODETIC SURVEY OF CANADA 1916 (JLR)
 RE0722'IN E PLANTATION, ON LAND KNOWN AS THE QUIMBY ESTATE.  THE STATION
 RE0722'IS ON THE HIGHEST POINT OF A HILL COVERED WITH A HEAVY GROWTH OF
 RE0722'HARDWOOD AND IS ABOUT 1 MILE NORTH AND 2 MILES WEST OF THE SOUTH AND
 RE0722'EAST BOUNDARIES OF THE TOWNSHIP, RESPECTIVELY.  THIS HILL LIES ABOUT
 RE0722'1 MILE NORTHEAST OF THE HIGHEST POINT OF A PROMINENT RIDGE WHICH IS
 RE0722'SOMEWHAT HIGHER THAN THE STATION.  THE STATION IS ABOUT 1 MILE
 RE0722'SOUTHWEST OF MR KINGSBURYS HOUSE AND IS MOST EASILY REACHED FROM HIS
 RE0722'HOUSE.
 RE0722'
 RE0722'STATION IS A STANDARD BOLT OF THE GEODETIC SURVEY OF CANADA CEMENTED
 RE0722'IN A HOLE DRILLED IN A DEPRESSION IN BEDROCK AND SURROUNDED BY A MASS
 RE0722'OF CEMENT.
 RE0722'
 RE0722'REFERENCE MARK 1 IS 88.07 FEET E OF THE STATION, AND 10 FEET S OF THE
 RE0722'CENTER OF THE WOODS ROAD LEADING TO THE STATION.  DISK SET IN CONCRETE
 RE0722'FLUSH WITH GROUND.
 RE0722'
 RE0722'REFERENCE MARK 2 IS 68.84 FEET S OF THE STATION IN THE WOODS.  IT IS
 RE0722'A DISK IN CONCRETE FLUSH WITH GROUND.
 RE0722'
 RE0722'IN 1950 IT WAS IN A HOLE 1-1/2 INCHES DEEP, WITH A POST OVER THE MARK
 RE0722'WITH A CONE OF DIRT AROUND IT AND ROCKS PILED AROUND THE DIRT.
 RE0722
 RE0722                          STATION RECOVERY (1941)
 RE0722
 RE0722'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (PLB)
 RE0722'THE STATION MARK RECOVERED AS DESCRIBED AND FOUND IN GOOD
 RE0722'CONDITION.  TWO NEW REFERENCE MARKS, STANDARD U.S.C. AND G. DISKS
 RE0722'SET IN CONCRETE.  FOLLOWING
 RE0722'IS A NEW DESCRIPTION--
 RE0722'
 RE0722'THE STATION IS LOCATED ABOUT 16 MILES SE OF PRESQUE ISLE, AND
 RE0722'5.5 MILES SW OF MARS HILL, IN E PLANTATION T.E., R. 2, ON LAND
 RE0722'KNOWN AS THE QUIMBY ESTATE.  IT IS ON THE HIGHEST POINT OF A
 RE0722'HEAVILY WOODED HILL, ABOUT 2 MILES W OF THE S AND E BOUNDARIES
 RE0722'OF THE TOWNSHIP.  IT IS A STANDARD DISK OF THE GEODETIC SURVEY OF
 RE0722'CANADA SET IN BEDROCK ABOUT 1 FOOT BELOW THE GROUND SURFACE,
 RE0722'WITH THE STAMPINGS G.S.C. 1916.
 RE0722'
 RE0722'REFERENCE MARK NO. 1 IS E OF THE STATION, 10 FEET S OF THE CENTER
 RE0722'OF THE WOODS ROAD LEADING TO THE STATION.  THE DISK IS STAMPED
 RE0722'BLAINE NO. 1, 1916, AND IS FLUSH WITH THE GROUND.
 RE0722'
 RE0722'REFERENCE MARK NO. 2 IS S OF THE STATION IN THE WOODS.  THE
 RE0722'DISK IS STAMPED BLAINE NO. 2, 1916, AND IS FLUSH WITH THE GROUND.
 RE0722'
 RE0722'TO REACH THE STATION FROM THE POST OFFICE IN MARS HILL, GO S ON
 RE0722'U.S. HIGHWAY 1 FOR 0.75 MILE TO THE N SIDE OF THE VILLAGE OF
 RE0722'BLAINE (OR WHERE U.S. HIGHWAY 1 MAKES A LONG LEFT TURN), CONTINUE
 RE0722'STRAIGHT AHEAD FOR 0.05 MILE TO A MACADAM ROAD RIGHT, TURN RIGHT
 RE0722'AND GO 1.95 MILES TO A T-INTERSECTION, TURN LEFT AND GO 0.25 MILE
 RE0722'TO A T-INTERSECTION, RIGHT, TURN RIGHT AND GO 2.35 MILES TO A
 RE0722'T-INTERSECTION, KEEPING ON THE MAIN-TRAVELED ROAD AT ALL SIDE
 RE0722'ROADS, TURN RIGHT AND GO 0.25 MILE TO THE ENTRANCE TO THE HOME OF A
 RE0722'MR. WARREN ON THE LEFT, TURN LEFT ON FARM ROAD AND FOLLOW
 RE0722'IT BACK THROUGH THE FIELD FOR 0.65 MILE, KEEPING STRAIGHT AHEAD
 RE0722'AT SMALL BUILDINGS TO THE E EDGE OF THE FIELD, CONTINUE
 RE0722'ON AROUND THE E EDGE OF THE FIELD FOR 0.25 MILE TO THE EDGE
 RE0722'OF THE WOODS AND A TRIANGLE BLAZED ON A TREE AND A TOTE ROAD
 RE0722'LEADING E THROUGH THE WOODS.  LEAVE TRUCK HERE AND FOLLOW TOTE
 RE0722'ROAD AND NEWLY BLAZED TRAIL TO THE TOP OF THE HILL AND
 RE0722'STATION SITE.  ABOUT 15 MINUTES REQUIRED TO REACH THE STATION.
 RE0722'
 RE0722'A 77-FOOT STEEL TOWER REQUIRED TO CLEAR ALL LINES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1387 ***********************************************************************
 PE1387  DESIGNATION -  BLAIR
 PE1387  PID         -  PE1387
 PE1387  STATE/COUNTY-  ME/KENNEBEC
 PE1387  USGS QUAD   -  GARDINER (1991)
 PE1387
 PE1387                         *CURRENT SURVEY CONTROL
 PE1387  ___________________________________________________________________
 PE1387* NAD 83(1996)-  44 13 30.14248(N)    069 48 59.26557(W)     ADJUSTED  
 PE1387* NAVD 88     -        68.792  (meters)     225.70   (feet)  ADJUSTED  
 PE1387  ___________________________________________________________________
 PE1387  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 PE1387  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 PE1387  DYNAMIC HT  -          68.786 (meters)     225.68  (feet)  COMP
 PE1387  MODELED GRAV-     980,523.4   (mgal)                       NAVD 88
 PE1387
 PE1387  HORZ ORDER  -  SECOND
 PE1387  VERT ORDER  -  SECOND    CLASS I
 PE1387
 PE1387.The horizontal coordinates were established by classical geodetic methods
 PE1387.and adjusted by the National Geodetic Survey in March 1998..
 PE1387
 PE1387.The orthometric height was determined by differential leveling
 PE1387.and adjusted by the National Geodetic Survey in June 1991..
 PE1387
 PE1387.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1387
 PE1387.The geoid height was determined by GEOID03.
 PE1387
 PE1387.The dynamic height is computed by dividing the NAVD 88
 PE1387.geopotential number by the normal gravity value computed on the
 PE1387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1387.degrees latitude (g = 980.6199 gals.).
 PE1387
 PE1387.The modeled gravity was interpolated from observed gravity values.
 PE1387
 PE1387;                    North         East     Units Scale Factor Converg.
 PE1387;SPC ME W     -   154,677.308   927,981.218   MT  0.99997629   +0 14 39.3
 PE1387;UTM  19      - 4,897,192.065   434,788.695   MT  0.99965230   -0 34 10.1
 PE1387
 PE1387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1387!SPC ME W     -   0.99999327  x   0.99997629  =   0.99996956
 PE1387!UTM  19      -   0.99999327  x   0.99965230  =   0.99964558
 PE1387
 PE1387:                Primary Azimuth Mark                     Grid Az
 PE1387:SPC ME W     -  FARMINGDALE RAD STA WABK MAST            005 17 17.6
 PE1387:UTM  19      -  FARMINGDALE RAD STA WABK MAST            006 06 07.0
 PE1387
 PE1387|---------------------------------------------------------------------|
 PE1387| PID    Reference Object                     Distance      Geod. Az  |
 PE1387|                                                           dddmmss.s |
 PE1387| PE2427 FARMINGDALE RAD STA WABK MAST       APPROX. 2.7 KM 0053156.9 |
 PE1387| PE2465 HALLOWELL FARMINGDALE SPIPE         APPROX. 5.0 KM 0154300.2 |
 PE1387| PE1388 BLAIR RM 1                           36.207 METERS 03638     |
 PE1387| PE2425 GARDINER FAA MICROWAVE              APPROX. 5.2 KM 1853603.7 |
 PE1387| PE1389 BLAIR RM 2                           19.428 METERS 21647     |
 PE1387| PE1390 BLAIR AZ MK                                        2180441.6 |
 PE1387|---------------------------------------------------------------------|
 PE1387
 PE1387                          SUPERSEDED SURVEY CONTROL
 PE1387
 PE1387  NAD 83(1992)-  44 13 30.14127(N)    069 48 59.26423(W) AD(       ) 2
 PE1387  NAD 83(1986)-  44 13 30.14660(N)    069 48 59.26922(W) AD(       ) 2
 PE1387  NAD 27      -  44 13 29.89200(N)    069 49 01.10005(W) AD(       ) 2
 PE1387  NGVD 29 (??/??/92)   69.004  (m)          226.39   (f) ADJ UNCH    2 1
 PE1387
 PE1387.Superseded values are not recommended for survey control.
 PE1387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1387.See file dsdata.txt to determine how the superseded data were derived.
 PE1387
 PE1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3478997192(NAD 83)
 PE1387_MARKER: DD = SURVEY DISK
 PE1387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1387_STAMPING: BLAIR 1974
 PE1387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1387+STABILITY: SURFACE MOTION
 PE1387
 PE1387  HISTORY     - Date     Condition        Report By
 PE1387  HISTORY     - 1975     MONUMENTED       MEDT
 PE1387  HISTORY     - 1975     GOOD             MEDT
 PE1387
 PE1387                          STATION DESCRIPTION
 PE1387
 PE1387'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975 (RCA)
 PE1387'THE STATION IS LOCATED ON THE EAST SIDE OF THE MAINE TURNPIKE
 PE1387'IN THE TOWN OF WEST GARDINER, 2.6 MILES WEST OF GARDINER, 4.0 MILES
 PE1387'EAST OF THE SETTLEMENT OF BROWNS CORNER, 4.5 MILES NORTHWEST OF THE
 PE1387'SETTLEMENT OF SOUTH GARDINER, AND ON PROPERTY OWNED BY THE MAINE
 PE1387'TURNPIKE AUTHORITY.
 PE1387'
 PE1387'TO REACH FROM THE POST OFFICE IN GARDINER, GO SOUTHWESTERLY AND
 PE1387'WESTERLY ON STATE ROUTES 9 AND 126 1.0 MILES TO THE BRIDGE OVER
 PE1387'PLEASENT POND STREAM.  CONTINUE WESTERLY ON STATE ROUTES 9 AND
 PE1387'126 1.9 MILES TO THE INTERSECTION OF STATE ROUTES 9 AND 126 AND
 PE1387'INTERSTATE 95.  TURN RIGHT ON INTERSTATE 95 AND GO NORTHERLY 0.25
 PE1387'MILES TO THE MAINE TURNPIKE TOLL GATE.  CONTINUE NORTHERLY ON
 PE1387'INTERSTATE 95 AND THE MAINE TURNPIKE 0.90 MILES TO THE STATION
 PE1387'ON THE RIGHT.
 PE1387'
 PE1387'THE STATION MARK IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 PE1387'DISK SET IN A 12 INCH DIAMETER CONCRETE POST, FLUSH WITH THE
 PE1387'GROUND, AND STAMPED 1974 BLAIR.  THE UNDERGROUND-STATION MARK IS A
 PE1387'BRASS PLUG SET IN AN IRREGULAR MASS OF CONCRETE STAMPED BLAIR
 PE1387'1974, WHICH IS 54 INCHES BELOW THE SURFACE OF THE GROUND.  THE
 PE1387'STATION MARK IS 119 FEET SOUTHEAST OF THE CENTERLINE OF THE
 PE1387'NORTHBOUND LANE OF THE MAINE TURNPIKE, 6.0 FEET NORTHWEST OF
 PE1387'THE RIGHT OF WAY FENCE OF THE MAINE TURNPIKE, AND 108 FEET EAST
 PE1387'OF A LIGHT POLE WHICH IS THE SIXTH POLE IN A LINE OF POLES
 PE1387'COUNTING FROM THE NORTH.
 PE1387'
 PE1387'THE REFERENCE MARK 1 IS A STANDARD MAINE DEPARTMENT OF
 PE1387'TRANSPORTATION DISK SET IN A 12 INCH DIAMETER CONCRETE POST, FLUSH
 PE1387'WITH THE GROUND, AND STAMPED BLAIR RM 1 1974.  IT IS 1.10 FEET
 PE1387'NORTHEAST OF THE RIGHT OF WAY FENCE OF THE MAINE TURNPIKE, 1.10
 PE1387'FEET NORTHEAST OF A METAL WITNESS POST, AND 120 FEET SOUTHEAST OF
 PE1387'THE CENTERLINE OF THE NORTHBOUND LINE OF THE MAINE TURNPIKE.
 PE1387'
 PE1387'REFERENCE MARK 2 IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 PE1387'DISK SET IN A 12 INCH DIAMETER CONCRETE POST, PROJECTING 2 INCHES
 PE1387'ABOVE THE GROUND, AND STAMPED BLAIR RM 2 1974.  IT IS 10.0 FEET
 PE1387'NORTHWEST OF THE RIGHT OF WAY FENCE OF THE MAINE TURNPIKE, 2.2
 PE1387'FEET NORTHWEST OF A METAL WITNESS POST, AND 12.0 FEET NORTHEAST OF
 PE1387'A 2 FOOT DITCH.
 PE1387'
 PE1387'THE AZIMUTH MARK IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 PE1387'DISK SET IN A 2 FOOT BY 1 FOOT EXPOSED BOULDER, FLUSH WITH THE
 PE1387'GROUND, AND STAMPED BLAIR 701 1974.  IT IS 5.3 FEET EAST OF A METAL
 PE1387'WITNESS POST, 45.0 FEET WEST OF THE CENTERLINE OF THE SOUTHBOUND
 PE1387'LANE OF THE MAINE TURNPIKE, AND 75.8 FEET NORTH OF THE
 PE1387'NORTHWESTERN MOST PILLAR OF THE WEST GARDINER EXIT RAMP
 PE1387'OVERPASS.
 PE1387'
 PE1387'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE
 PE1387'MAINE TURNPIKE 0.55 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 PE1387'
 PE1387'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 PE1387
 PE1387                          STATION RECOVERY (1975)
 PE1387
 PE1387'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 PE1387'5.4 MI SW FROM AUGUSTA.
 PE1387'ABOUT 5.35 MILES SOUTHWEST ALONG THE MAINE TURNPIKE SOUTHBOUND
 PE1387'FROM THE AUGUSTA TOLL GATE AND ALSO ABOUT 100 FEET NORTH OF THE
 PE1387'MAINE TURNPIKE OVERHEAD SIGN FOR EXIT 14 NEAR THE JUNCTION OF
 PE1387'THE MAINE TURNPIKE RAMP TO I-95.  A DISK SET FLUSH IN THE TOP OF A
 PE1387'CYLINDRICAL CONCRETE POST 119 FEET SOUTHEAST OF THE CENTERLINE OF
 PE1387'THE MAINE TURNPIKE NORTHBOUND, 6 FEET NORTHWEST OF THE RIGHT-OF-WAY
 PE1387'FENCE, 108 FEET EAST OF LIGHT POLE 6 OF 11 FROM NORTHEND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0049 ***********************************************************************
 QH0049  DESIGNATION -  BLAIR
 QH0049  PID         -  QH0049
 QH0049  STATE/COUNTY-  ME/SOMERSET
 QH0049  USGS QUAD   -  HEALD POND (1989)
 QH0049
 QH0049                         *CURRENT SURVEY CONTROL
 QH0049  ___________________________________________________________________
 QH0049* NAD 83(1996)-  45 37 41.35063(N)    070 09 44.66511(W)     ADJUSTED  
 QH0049* NAVD 88     -       382.380  (meters)    1254.53   (feet)  ADJUSTED  
 QH0049  ___________________________________________________________________
 QH0049  LAPLACE CORR-           4.09  (seconds)                    DEFLEC99
 QH0049  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 QH0049  DYNAMIC HT  -         382.365 (meters)    1254.48  (feet)  COMP
 QH0049  MODELED GRAV-     980,563.3   (mgal)                       NAVD 88
 QH0049
 QH0049  HORZ ORDER  -  THIRD
 QH0049  VERT ORDER  -  FIRST     CLASS II
 QH0049
 QH0049.The horizontal coordinates were established by classical geodetic methods
 QH0049.and adjusted by the National Geodetic Survey in March 1998..
 QH0049
 QH0049.The orthometric height was determined by differential leveling
 QH0049.and adjusted by the National Geodetic Survey in June 1991..
 QH0049
 QH0049.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0049
 QH0049.The geoid height was determined by GEOID03.
 QH0049
 QH0049.The dynamic height is computed by dividing the NAVD 88
 QH0049.geopotential number by the normal gravity value computed on the
 QH0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QH0049.degrees latitude (g = 980.6199 gals.).
 QH0049
 QH0049.The modeled gravity was interpolated from observed gravity values.
 QH0049
 QH0049;                    North         East     Units Scale Factor Converg.
 QH0049;SPC ME W     -   310,540.946   900,332.162   MT  0.99996667   +0 00 11.0
 QH0049;UTM  19      - 5,053,391.137   409,391.237   MT  0.99970094   -0 49 51.5
 QH0049
 QH0049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0049!SPC ME W     -   0.99994402  x   0.99996667  =   0.99991070
 QH0049!UTM  19      -   0.99994402  x   0.99970094  =   0.99964498
 QH0049
 QH0049|---------------------------------------------------------------------|
 QH0049| PID    Reference Object                     Distance      Geod. Az  |
 QH0049|                                                           dddmmss.s |
 QH0049| QH0050 BLAIR RM 1                           17.415 METERS 02446     |
 QH0049| QH0051 BLAIR RM 2                           16.418 METERS 28141     |
 QH0049| DA4888 BLAIR AZ MK                                        2905012.8 |
 QH0049|---------------------------------------------------------------------|
 QH0049
 QH0049                          SUPERSEDED SURVEY CONTROL
 QH0049
 QH0049  NAD 83(1992)-  45 37 41.35069(N)    070 09 44.65852(W) AD(       ) 3
 QH0049  NAD 83(1986)-  45 37 41.35160(N)    070 09 44.67136(W) AD(       ) 3
 QH0049  NAD 27      -  45 37 41.19100(N)    070 09 46.43700(W) AD(       ) 3
 QH0049  NGVD 29 (07/19/86)  382.53   (m)         1255.0    (f) LEVELING    3  
 QH0049
 QH0049.Superseded values are not recommended for survey control.
 QH0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0049.See file dsdata.txt to determine how the superseded data were derived.
 QH0049
 QH0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL0939153391(NAD 83)
 QH0049_MARKER: DS = TRIANGULATION STATION DISK
 QH0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0049_SP_SET: CONCRETE POST
 QH0049_STAMPING: BLAIR 1955
 QH0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0049+STABILITY: SURFACE MOTION
 QH0049
 QH0049  HISTORY     - Date     Condition        Report By
 QH0049  HISTORY     - 1955     MONUMENTED       CGS
 QH0049  HISTORY     - 1978     GOOD             NGS
 QH0049
 QH0049                          STATION DESCRIPTION
 QH0049
 QH0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WHR)
 QH0049'STATION IS LOCATED, AIRLINE, ABOUT 4-1/2 MILES EAST OF JACKMAN
 QH0049'STATION, 4 MILES WEST NORTHWEST OF THE RAILROAD STATION AT
 QH0049'LONG POND, 1/2 MILE SOUTH OF THE WEST END OF LONG POND AND ON
 QH0049'THE SOUTH SIDE OF STATE HIGHWAY 15 IN A SMALL CLEARED AREA.
 QH0049'
 QH0049'STATION IS REACHED AS FOLLOWS--FROM THE U.S. POST OFFICE AND
 QH0049'RAILROAD STATION AT LONG POND, GO WESTERLY ON STATE HIGHWAY 15
 QH0049'FOR 1.9 MILES TO A WHITE HOUSE ON THE RIGHT.  CONTINUE WESTERLY
 QH0049'FOR 2.1 MILES TO A SMALL CLEARING ON THE LEFT, SOUTH, SIDE OF
 QH0049'THE ROAD AND THE STATION.
 QH0049'
 QH0049'STATION MARK, STAMPED BLAIR 1955, IS A STANDARD DISK SET IN
 QH0049'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 2
 QH0049'INCHES.  IT IS 26.0 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 QH0049'3.0 FEET NORTH OF AN OLD RAIL FENCE AND 18 INCHES EAST OF A
 QH0049'WITNESS POST.
 QH0049'
 QH0049'REFERENCE MARK NUMBER 1, STAMPED BLAIR NO 1 1955, IS A
 QH0049'STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER 12 INCHES
 QH0049'SQUARE, PROJECTING 8 INCHES AND 12 INCHES HIGHER THAN THE
 QH0049'STATION.  IT IS 31.1 FEET NORTH OF THE CENTERLINE OF THE ROAD.
 QH0049'
 QH0049'REFERENCE MARK NUMBER 2, STAMPED BLAIR NO 2 1955, IS A
 QH0049'STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER 3 FEET LONG
 QH0049'AND 1 FOOT WIDE AND FLUSH WITH THE GROUND.  IT IS AT THE SAME
 QH0049'ELEVATION AS THE STATION AND ABOUT 35.0 FEET SOUTH OF THE
 QH0049'CENTERLINE OF THE ROAD.
 QH0049'
 QH0049'AZIMUTH MARK, STAMPED BLAIR 1955, IS A STANDARD DISK CEMENTED IN
 QH0049'A DRILL HOLE IN A BOULDER 12 BY 24 INCHES AND FLUSH WITH THE
 QH0049'GROUND.  TO REACH FROM THE STATION, GO WESTERLY ON STATE HIGHWAY
 QH0049'15 FOR 0.7 MILE TO A DIM ROAD ON THE LEFT AT A GRAVEL PIT.  THE
 QH0049'AZIMUTH MARK IS IN THE CLEARED FIELD ABOUT 90.0 FEET SOUTH OF
 QH0049'THE CENTERLINE OF THE ROAD AND ABOUT 15 FEET HIGHER THAN THE
 QH0049'ROAD.
 QH0049'
 QH0049'HEIGHT OF LIGHT ABOVE STATION MARK 22.4 METERS.
 QH0049
 QH0049                          STATION RECOVERY (1978)
 QH0049
 QH0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QH0049'4.8 MI EAST FROM JACKMAN.
 QH0049'0.5 MILES SOUTH ALONG STATE HIGHWAY 6 FROM ITS JUNCTION WITH THE
 QH0049'CANADIAN PACIFIC RAILWAY, THENCE 4.3 MILES EAST ALONG STATE HIGHWAY 6,
 QH0049'0.15 MILES SOUTHEAST ALONG THE HIGHWAY FROM A POWER LINE CROSSING
 QH0049'0.1 MILES SOUTHEAST OF A GRAVEL ROAD LEADING SOUTHWEST, 161.3 FT.
 QH0049'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAA, 124.1 FT. WEST-
 QH0049'SOUTHWEST OF A METEL WITNESS POST WHICH IS ON THE HIGHWAY RIGHT
 QH0049'OF WAY, 68.9 FT. SOUTHEAST OF POWER POLE 82-82, 48.8 FT. SOUTH-
 QH0049'WEST OF A TRIANGULAR BLAZED 13 INCH DIAMETER BIRCH TREE, 14.6
 QH0049'FT. NORTH-NORTHEAST OF A TRIANGULAR BLAZED 9-INCH DIAMETER BIRCH
 QH0049'TREE, 57.1 FT. SOUTH-SOUTHEAST OF BLAIR RM 1, 53.9 FT. EAST-SOUTHEAST
 QH0049'OF BLAIR RM 2,ALSO 0.15 MILES SOUTH-SOUTHEAST ALONG THE POWER LINE
 QH0049'FROM ITS CROSSING OVER THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0789 ***********************************************************************
 QG0789  DESIGNATION -  BLAIR
 QG0789  PID         -  QG0789
 QG0789  STATE/COUNTY-  ME/PISCATAQUIS
 QG0789  USGS QUAD   -  GREENVILLE (1989)
 QG0789
 QG0789                         *CURRENT SURVEY CONTROL
 QG0789  ___________________________________________________________________
 QG0789* NAD 83(1996)-  45 29 34.28625(N)    069 34 44.21904(W)     ADJUSTED  
 QG0789* NAVD 88     -       441.262  (meters)    1447.71   (feet)  ADJUSTED  
 QG0789  ___________________________________________________________________
 QG0789  LAPLACE CORR-           5.96  (seconds)                    DEFLEC99
 QG0789  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 QG0789  DYNAMIC HT  -         441.243 (meters)    1447.64  (feet)  COMP
 QG0789  MODELED GRAV-     980,560.8   (mgal)                       NAVD 88
 QG0789
 QG0789  HORZ ORDER  -  THIRD
 QG0789  VERT ORDER  -  SECOND    CLASS 0
 QG0789
 QG0789.The horizontal coordinates were established by classical geodetic methods
 QG0789.and adjusted by the National Geodetic Survey in March 1998..
 QG0789
 QG0789.The orthometric height was determined by differential leveling
 QG0789.and adjusted by the National Geodetic Survey in June 1991..
 QG0789
 QG0789.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG0789
 QG0789.The geoid height was determined by GEOID03.
 QG0789
 QG0789.The dynamic height is computed by dividing the NAVD 88
 QG0789.geopotential number by the normal gravity value computed on the
 QG0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0789.degrees latitude (g = 980.6199 gals.).
 QG0789
 QG0789.The modeled gravity was interpolated from observed gravity values.
 QG0789
 QG0789;                    North         East     Units Scale Factor Converg.
 QG0789;SPC ME E     -   203,478.828   215,669.228   MT  0.99998741   -0 46 10.2
 QG0789;SPC ME W     -   295,672.342   945,939.081   MT  0.99999260   +0 25 08.9
 QG0789;UTM  19      - 5,037,865.968   454,762.803   MT  0.99962516   -0 24 46.4
 QG0789
 QG0789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG0789!SPC ME E     -   0.99993467  x   0.99998741  =   0.99992208
 QG0789!SPC ME W     -   0.99993467  x   0.99999260  =   0.99992727
 QG0789!UTM  19      -   0.99993467  x   0.99962516  =   0.99955985
 QG0789
 QG0789:                Primary Azimuth Mark                     Grid Az
 QG0789:SPC ME E     -  BLAIR AZ MK                              112 22 04.9
 QG0789:SPC ME W     -  BLAIR AZ MK                              111 10 45.8
 QG0789:UTM  19      -  BLAIR AZ MK                              112 00 41.1
 QG0789
 QG0789|---------------------------------------------------------------------|
 QG0789| PID    Reference Object                     Distance      Geod. Az  |
 QG0789|                                                           dddmmss.s |
 QG0789| DA4893 BLAIR AZ MK                                        1113554.7 |
 QG0789| DA4894 BLAIR RM 1                            6.261 METERS 24055     |
 QG0789| DA4895 BLAIR RM 2                            8.350 METERS 33612     |
 QG0789|---------------------------------------------------------------------|
 QG0789
 QG0789                          SUPERSEDED SURVEY CONTROL
 QG0789
 QG0789  NAD 83(1992)-  45 29 34.28379(N)    069 34 44.21406(W) AD(       ) 3
 QG0789  NAD 83(1986)-  45 29 34.28643(N)    069 34 44.22484(W) AD(       ) 3
 QG0789  NAD 27      -  45 29 34.12100(N)    069 34 46.04700(W) AD(       ) 3
 QG0789  NGVD 29 (??/??/92)  441.42   (m)         1448.2    (f) COMPUTED    2 0
 QG0789
 QG0789.Superseded values are not recommended for survey control.
 QG0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0789.See file dsdata.txt to determine how the superseded data were derived.
 QG0789
 QG0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL5476337866(NAD 83)
 QG0789_MARKER: DS = TRIANGULATION STATION DISK
 QG0789_SETTING: 66 = SET IN ROCK OUTCROP
 QG0789_SP_SET: ROCK OUTCROP
 QG0789_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0789+STABILITY: POSITION/ELEVATION WELL
 QG0789
 QG0789  HISTORY     - Date     Condition        Report By
 QG0789  HISTORY     - 1955     MONUMENTED       CGS
 QG0789  HISTORY     - 1942     GOOD             NGS
 QG0789
 QG0789                          STATION DESCRIPTION
 QG0789
 QG0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 QG0789'THE STATION IS LOCATED AIRLINE, ABOUT 2-1/2 MILES NORTH OF
 QG0789'GREENVILLE ALONG THE EAST SIDE OF THE PAVED ROAD WHICH LEADS TO
 QG0789'KOKADJO.  IT IS IN A LARGE GRASSY CLEARING ABOUT 175 FEET EAST
 QG0789'AND ABOUT 45 FEET HIGHER THAN THE PAVED ROAD.
 QG0789'
 QG0789'THE STATION IS A STANDARD USGS STATION MARK DISK WHICH HAS NO
 QG0789'STAMPING SET IN A DRILL IN AN OUTCROPPING OF BEDROCK WHICH
 QG0789'PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.  IT IS 3 FEET NORTHWEST
 QG0789'OF THE CENTER OF A LARGE BOULDER WHICH IS ABOUT 6 FEET HIGH, ABOUT
 QG0789'175 FEET EAST OF THE CENTER LINE OF THE PAVED ROAD AND ABOUT 190
 QG0789'FEET EAST OF A WHITE WITNESS POST.
 QG0789'
 QG0789'REFERENCE MARK NUMBER ONE IS A STANDARD USC AND GS REFERENCE
 QG0789'MARK DISK STAMPED BLAIR USGS NO 1 1955 SET IN A DRILL HOLE IN
 QG0789'AN OUTCROPPING OF BEDROCK WHICH IS ABOUT FLUSH WITH THE GROUND
 QG0789'AND IS ABOUT 3 FEET LOWER THAN THE STATION.  IT IS 21 FEET WEST
 QG0789'OF THE CENTER OF A LARGE BOULDER.
 QG0789'
 QG0789'REFERENCE MARK NUMBER TWO IS A STANDARD USC AND GS REFERENCE
 QG0789'MARK DISK STAMPED BLAIR USGS NO 2 1955 SET IN A DRILL HOLE IN AN
 QG0789'OUTCROPPING OF BEDROCK WHICH IS ABOUT FLUSH WITH THE GROUND
 QG0789'AND IS ABOUT 3 FEET LOWER THAN THE STATION.  IT IS 30 FEET
 QG0789'NORTHWEST OF THE CENTER OF A LARGE BOULDER.
 QG0789'
 QG0789'THE AZIMUTH MARK IS A STANDARD USC AND GS AZIMUTH MARK DISK STAMPED
 QG0789'BLAIR USGS 1955 SET IN A DRILL HOLE IN AN OUTCROPPING OF BEDROCK
 QG0789'WHICH IS ABOUT FLUSH WITH THE SLOPING HILL SIDE.  IT IS 24 FEET
 QG0789'WEST OF THE SOUTHWEST CORNER OF THE HOME OF MR. LYMAN BLAIR.
 QG0789'
 QG0789'TO REACH THE AZIMUTH MARK FROM THE WHITE WITNESS POST AND
 QG0789'STATION, GO SOUTH ON THE PAVED ROAD FOR 0.1 MILE.  TURN LEFT OFF
 QG0789'THE PAVED ROAD AND FOLLOW THE GRAVELED SIDE ROAD EAST AND NORTH
 QG0789'FOR 0.2 MILE TO THE HOME OF MR. LYMAN BLAIR AND THE AZIMUTH MARK.
 QG0789'
 QG0789'TO REACH THE STATION FROM THE POST OFFICE IN GREENVILLE, GO EAST
 QG0789'FOR ABOUT 150 FEET TO A T-ROAD.  TURN LEFT AND GO NORTH ON THE
 QG0789'PAVED ROAD FOR 2.6 MILES TO A WHITE WITNESS POST ON THE LEFT, WEST
 QG0789'SIDE AND THE STATION ON THE RIGHT, EAST SIDE.
 QG0789'
 QG0789'HEIGHT OF LIGHT ABOVE STATION MARK 1.48 METERS.
 QG0789
 QG0789                          STATION RECOVERY (1942)
 QG0789
 QG0789'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 QG0789'2.3 MI N FROM GREENVILLE.
 QG0789'2.3 MILES NORTH ALONG A COUNTY ROAD FROM THE TOWNHALL AT GREENVILLE,
 QG0789'PISCATAQUIS COUNTY, ON PROPERTY OWNED IN 1942 BY LYMAN BLAIR,
 QG0789'0.1 MILE NORTH OF THE ENTRANCE TO HILLSIDE GARDENS, 300 FEET
 QG0789'SOUTHEAST OF A GRANITE WATERING TROUGH, 200 FEET EAST OF THE CENTER
 QG0789'LINE OF THE ROAD, IN THE TOP OF A ROCK OUTCROP JUST NORTH OF A LARGE
 QG0789'GRANITE BOULDER, AND ABOUT 30 FEET HIGHER THAN THE ROAD.  A
 QG0789'UNITED STATES GEOLOGICAL SURVEY TRIANGULATION-STATION DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2440 ***********************************************************************
 PE2440  DESIGNATION -  BLAIR
 PE2440  PID         -  PE2440
 PE2440  STATE/COUNTY-  ME/LINCOLN
 PE2440  USGS QUAD   -  RICHMOND (1980)
 PE2440
 PE2440                         *CURRENT SURVEY CONTROL
 PE2440  ___________________________________________________________________
 PE2440* NAD 83(1996)-  44 03 40.83849(N)    069 45 34.23333(W)     ADJUSTED  
 PE2440* NAVD 88     -                                                        
 PE2440  ___________________________________________________________________
 PE2440  LAPLACE CORR-           2.99  (seconds)                    DEFLEC99
 PE2440  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 PE2440
 PE2440  HORZ ORDER  -  THIRD
 PE2440
 PE2440.The horizontal coordinates were established by classical geodetic methods
 PE2440.and adjusted by the National Geodetic Survey in March 1998..
 PE2440
 PE2440
 PE2440.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2440
 PE2440.The geoid height was determined by GEOID03.
 PE2440
 PE2440;                    North         East     Units Scale Factor Converg.
 PE2440;SPC ME W     -   136,509.839   932,621.802   MT  0.99997975   +0 16 59.3
 PE2440;UTM  19      - 4,878,966.615   439,169.734   MT  0.99964551   -0 31 41.5
 PE2440
 PE2440                          SUPERSEDED SURVEY CONTROL
 PE2440
 PE2440  NAD 83(1992)-  44 03 40.83741(N)    069 45 34.23274(W) AD(       ) 4
 PE2440  NAD 83(1986)-  44 03 40.84263(N)    069 45 34.23763(W) AD(       ) 4
 PE2440  NAD 27      -  44 03 40.58000(N)    069 45 36.09000(W) AD(       ) 3
 PE2440
 PE2440.Superseded values are not recommended for survey control.
 PE2440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2440.See file dsdata.txt to determine how the superseded data were derived.
 PE2440
 PE2440_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3917078967(NAD 83)
 PE2440
 PE2440  HISTORY     - Date     Condition        Report By
 PE2440  HISTORY     - UNK      MONUMENTED
 PE2440  HISTORY     - 1949     SEE DESCRIPTION  CGS
 PE2440
 PE2440                          STATION DESCRIPTION
 PE2440
 PE2440'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (ERM)
 PE2440'STATION NOT RECOVERED.  A ONE-HOUR SEARCH WAS MADE BY TWO MEN
 PE2440'BUT TO NO AVAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1391 ***********************************************************************
 PE1391  DESIGNATION -  BLAIR 702
 PE1391  PID         -  PE1391
 PE1391  STATE/COUNTY-  ME/KENNEBEC
 PE1391  USGS QUAD   -  GARDINER (1991)
 PE1391
 PE1391                         *CURRENT SURVEY CONTROL
 PE1391  ___________________________________________________________________
 PE1391* NAD 83(1986)-  44 12 47.     (N)    069 49 43.     (W)     SCALED    
 PE1391* NAVD 88     -        71.064  (meters)     233.15   (feet)  ADJUSTED  
 PE1391  ___________________________________________________________________
 PE1391  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 PE1391  DYNAMIC HT  -          71.057 (meters)     233.13  (feet)  COMP
 PE1391  MODELED GRAV-     980,523.0   (mgal)                       NAVD 88
 PE1391
 PE1391  VERT ORDER  -  SECOND    CLASS I
 PE1391
 PE1391.The horizontal coordinates were scaled from a topographic map and have
 PE1391.an estimated accuracy of +/- 6 seconds.
 PE1391
 PE1391.The orthometric height was determined by differential leveling
 PE1391.and adjusted by the National Geodetic Survey in June 1991..
 PE1391
 PE1391.The geoid height was determined by GEOID03.
 PE1391
 PE1391.The dynamic height is computed by dividing the NAVD 88
 PE1391.geopotential number by the normal gravity value computed on the
 PE1391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1391.degrees latitude (g = 980.6199 gals.).
 PE1391
 PE1391.The modeled gravity was interpolated from observed gravity values.
 PE1391
 PE1391;                    North         East    Units  Estimated Accuracy
 PE1391;SPC ME W     -   153,340.      927,020.      MT  (+/- 180 meters Scaled)
 PE1391
 PE1391                          SUPERSEDED SURVEY CONTROL
 PE1391
 PE1391  NGVD 29 (??/??/92)   71.275  (m)          233.84   (f) ADJ UNCH    2 1
 PE1391
 PE1391.Superseded values are not recommended for survey control.
 PE1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1391.See file dsdata.txt to determine how the superseded data were derived.
 PE1391
 PE1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ338958(NAD 83)
 PE1391_MARKER: DD = SURVEY DISK
 PE1391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1391_STAMPING: BLAIR 702 7 12 74
 PE1391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1391+STABILITY: SURFACE MOTION
 PE1391
 PE1391  HISTORY     - Date     Condition        Report By
 PE1391  HISTORY     - 1974     MONUMENTED       MEDT
 PE1391  HISTORY     - 1975     GOOD             MEDT
 PE1391
 PE1391                          STATION DESCRIPTION
 PE1391
 PE1391'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 PE1391'6.3 MI SW FROM AUGUSTA.
 PE1391'ABOUT 5.4 MILES SOUTHWEST ALONG THE MAINE TURNPIKE FROM THE
 PE1391'AUGUSTA TOLL GATE TO THE EXIT RAMP TO I-95.  THENCE ABOUT 0.9
 PE1391'MILES ALONG EXIT RAMP TO THE TOLL GATE AT WEST GARDINER.  A
 PE1391'DISK SET FLUSH IN THE TOP OF A CYLINDRICAL CONCRETE POST 82
 PE1391'FEET SOUTHEAST OF THE CENTERLINE OF I-95 NORTHBOUND AND ABOUT 5
 PE1391'FEET SOUTH OF THE SOUTHERN SIDE OF THE RAMP OVERPASS DIRECTLY OVER
 PE1391'THE TOLL GATE.  ALSO, ABOUT 6.0 FEET SOUTHWEST OF THE EAST END
 PE1391'OF THE CONCRETE END WALL ON THE SOUTH SIDE OF THE OVERPASS AND
 PE1391'11.5 FEET SOUTHEAST OF THE EASTERLY END OF THE ALUMINUM GUARD
 PE1391'RAIL ON THE SOUTH SIDE OF THE OVERPASS.  DISK PROJECTS ABOUT 4
 PE1391'INCHES AND IS ABOUT LEVEL WITH THE SURFACE OF THE RAMP OVER THE
 PE1391'TOLL BOOTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1393 ***********************************************************************
 PE1393  DESIGNATION -  BLAIR 703
 PE1393  PID         -  PE1393
 PE1393  STATE/COUNTY-  ME/KENNEBEC
 PE1393  USGS QUAD   -  GARDINER (1991)
 PE1393
 PE1393                         *CURRENT SURVEY CONTROL
 PE1393  ___________________________________________________________________
 PE1393* NAD 83(1986)-  44 12 09.     (N)    069 49 23.     (W)     SCALED    
 PE1393* NAVD 88     -        63.915  (meters)     209.69   (feet)  ADJUSTED  
 PE1393  ___________________________________________________________________
 PE1393  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 PE1393  DYNAMIC HT  -          63.909 (meters)     209.67  (feet)  COMP
 PE1393  MODELED GRAV-     980,520.0   (mgal)                       NAVD 88
 PE1393
 PE1393  VERT ORDER  -  SECOND    CLASS I
 PE1393
 PE1393.The horizontal coordinates were scaled from a topographic map and have
 PE1393.an estimated accuracy of +/- 6 seconds.
 PE1393
 PE1393.The orthometric height was determined by differential leveling
 PE1393.and adjusted by the National Geodetic Survey in June 1991..
 PE1393
 PE1393.The geoid height was determined by GEOID03.
 PE1393
 PE1393.The dynamic height is computed by dividing the NAVD 88
 PE1393.geopotential number by the normal gravity value computed on the
 PE1393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1393.degrees latitude (g = 980.6199 gals.).
 PE1393
 PE1393.The modeled gravity was interpolated from observed gravity values.
 PE1393
 PE1393;                    North         East    Units  Estimated Accuracy
 PE1393;SPC ME W     -   152,170.      927,470.      MT  (+/- 180 meters Scaled)
 PE1393
 PE1393                          SUPERSEDED SURVEY CONTROL
 PE1393
 PE1393  NGVD 29 (??/??/92)   64.125  (m)          210.38   (f) ADJ UNCH    2 1
 PE1393
 PE1393.Superseded values are not recommended for survey control.
 PE1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1393.See file dsdata.txt to determine how the superseded data were derived.
 PE1393
 PE1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ342946(NAD 83)
 PE1393_MARKER: DD = SURVEY DISK
 PE1393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1393_STAMPING: BLAIR 703 7 12 74
 PE1393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1393+STABILITY: SURFACE MOTION
 PE1393
 PE1393  HISTORY     - Date     Condition        Report By
 PE1393  HISTORY     - 1974     MONUMENTED       MEDT
 PE1393  HISTORY     - 1975     GOOD             MEDT
 PE1393  HISTORY     - 1986     GOOD             USPSQD
 PE1393  HISTORY     - 19910418 MARK NOT FOUND   USPSQD
 PE1393
 PE1393                          STATION DESCRIPTION
 PE1393
 PE1393'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 PE1393'0.8 MI S FROM WEST GARDINER.
 PE1393'ABOUT 0.8 MILE SOUTH ALONG I-95 SOUTHBOUND FROM THE WEST GARDINER
 PE1393'TOLL GATE (ALSO 7.2 MILES SOUTHWEST OF THE AUGUSTA TOLL GATE) AT
 PE1393'THE POND ROAD OVERPASS CROSSING I-95.  A DISK SET FLUSH IN A
 PE1393'CONCRETE POST FLUSH WITH THE GROUND ON THE WESTERLY SIDE OF I-95
 PE1393'SOUTHBOUND, 18.5 FEET SOUTHWEST OF AND ABOUT 1 FOOT BELOW THE
 PE1393'CENTERLINE OF THE POND ROAD, 21.2 FEET NORTHEAST OF THE END POST
 PE1393'OF THE RIGHT-OF-WAY FENCE, 6.8 FEET SOUTHWEST OF THE CONCRETE
 PE1393'END WALL ON THE SOUTHWEST CORNER OF THE OVERPASS 2.5 FEET
 PE1393'SOUTH OF THE METAL GUARD RAIL ON THE SOUTHERLY SIDE OF THE POND
 PE1393'ROAD AND 5.4 FEET NORTHEAST OF THE METAL WITNESS POST.
 PE1393
 PE1393                          STATION RECOVERY (1986)
 PE1393
 PE1393'RECOVERY NOTE BY US POWER SQUADRON 1986 (LG)
 PE1393'RECOVERED IN GOOD CONDITION.
 PE1393
 PE1393                          STATION RECOVERY (1991)
 PE1393
 PE1393'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 PE1393'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1390 ***********************************************************************
 PE1390  DESIGNATION -  BLAIR AZ MK
 PE1390  PID         -  PE1390
 PE1390  STATE/COUNTY-  ME/KENNEBEC
 PE1390  USGS QUAD   -  GARDINER (1991)
 PE1390
 PE1390                         *CURRENT SURVEY CONTROL
 PE1390  ___________________________________________________________________
 PE1390* NAD 83(1986)-  44 13 03.     (N)    069 49 28.     (W)     SCALED    
 PE1390* NAVD 88     -        63.929  (meters)     209.74   (feet)  ADJUSTED  
 PE1390  ___________________________________________________________________
 PE1390  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 PE1390  DYNAMIC HT  -          63.923 (meters)     209.72  (feet)  COMP
 PE1390  MODELED GRAV-     980,523.2   (mgal)                       NAVD 88
 PE1390
 PE1390  VERT ORDER  -  SECOND    CLASS I
 PE1390
 PE1390.The horizontal coordinates were scaled from a topographic map and have
 PE1390.an estimated accuracy of +/- 6 seconds.
 PE1390
 PE1390.The orthometric height was determined by differential leveling
 PE1390.and adjusted by the National Geodetic Survey in June 1991..
 PE1390
 PE1390.The geoid height was determined by GEOID03.
 PE1390
 PE1390.The dynamic height is computed by dividing the NAVD 88
 PE1390.geopotential number by the normal gravity value computed on the
 PE1390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1390.degrees latitude (g = 980.6199 gals.).
 PE1390
 PE1390.The modeled gravity was interpolated from observed gravity values.
 PE1390
 PE1390;                    North         East    Units  Estimated Accuracy
 PE1390;SPC ME W     -   153,840.      927,350.      MT  (+/- 180 meters Scaled)
 PE1390
 PE1390                          SUPERSEDED SURVEY CONTROL
 PE1390
 PE1390  NGVD 29 (??/??/92)   64.14   (m)          210.4    (f) COMPUTED    2 1
 PE1390
 PE1390.Superseded values are not recommended for survey control.
 PE1390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1390.See file dsdata.txt to determine how the superseded data were derived.
 PE1390
 PE1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ341963(NAD 83)
 PE1390_MARKER: DD = SURVEY DISK
 PE1390_SETTING: 66 = SET IN ROCK OUTCROP
 PE1390_SP_SET: ROCK OUTCROP
 PE1390_STAMPING: BLAIR 701 7 12 74
 PE1390_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1390+STABILITY: POSITION/ELEVATION WELL
 PE1390
 PE1390  HISTORY     - Date     Condition        Report By
 PE1390  HISTORY     - 1974     MONUMENTED       MEDT
 PE1390  HISTORY     - 1975     GOOD             MEDT
 PE1390
 PE1390                          STATION DESCRIPTION
 PE1390
 PE1390'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 PE1390'5.9 MI SW FROM AUGUSTA.
 PE1390'ABOUT 5.9 MILES SOUTHWEST ALONG THE MAINE TURNPIKE SOUTHBOUND
 PE1390'TO THE SOUTHBOUND EXIT RAMP OVERPASS CROSSING THE MAINE TURNPIKE AT
 PE1390'WEST GARDINER.  A DISK SET FLUSH IN A 2 FOOT BY 1 FOOT LEDGE
 PE1390'OUTCROP, 75.8 FEET NORTHEAST OF THE NORTHWESTERN-MOST CONCRETE
 PE1390'PILLAR UNDER THE OVERPASS, 45.0 FEET NORTHWEST OF AND ABOUT 1
 PE1390'FOOT BELOW THE CENTERLINE OF THE MAINE TURNPIKE SOUTHBOUND.
 PE1390'ALSO 20.7 FEET NORTHWEST OF THE METAL GUARD RAIL ALONG THE
 PE1390'WESTERLY SIDE OF THE TURNPIKE AND 5.3 FEET SOUTHEAST OF THE
 PE1390'METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1388 ***********************************************************************
 PE1388  DESIGNATION -  BLAIR RM 1
 PE1388  PID         -  PE1388
 PE1388  STATE/COUNTY-  ME/KENNEBEC
 PE1388  USGS QUAD   -  GARDINER (1991)
 PE1388
 PE1388                         *CURRENT SURVEY CONTROL
 PE1388  ___________________________________________________________________
 PE1388* NAD 83(1986)-  44 13 29.     (N)    069 49 04.     (W)     SCALED    
 PE1388* NAVD 88     -        67.754  (meters)     222.29   (feet)  ADJUSTED  
 PE1388  ___________________________________________________________________
 PE1388  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 PE1388  DYNAMIC HT  -          67.747 (meters)     222.27  (feet)  COMP
 PE1388  MODELED GRAV-     980,523.5   (mgal)                       NAVD 88
 PE1388
 PE1388  VERT ORDER  -  SECOND    CLASS I
 PE1388
 PE1388.The horizontal coordinates were scaled from a topographic map and have
 PE1388.an estimated accuracy of +/- 6 seconds.
 PE1388
 PE1388.The orthometric height was determined by differential leveling
 PE1388.and adjusted by the National Geodetic Survey in June 1991..
 PE1388
 PE1388.The geoid height was determined by GEOID03.
 PE1388
 PE1388.The dynamic height is computed by dividing the NAVD 88
 PE1388.geopotential number by the normal gravity value computed on the
 PE1388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1388.degrees latitude (g = 980.6199 gals.).
 PE1388
 PE1388.The modeled gravity was interpolated from observed gravity values.
 PE1388
 PE1388;                    North         East    Units  Estimated Accuracy
 PE1388;SPC ME W     -   154,640.      927,880.      MT  (+/- 180 meters Scaled)
 PE1388
 PE1388                          SUPERSEDED SURVEY CONTROL
 PE1388
 PE1388  NGVD 29 (??/??/92)   67.966  (m)          222.99   (f) ADJ UNCH    2 1
 PE1388
 PE1388.Superseded values are not recommended for survey control.
 PE1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1388.See file dsdata.txt to determine how the superseded data were derived.
 PE1388
 PE1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ346971(NAD 83)
 PE1388_MARKER: DD = SURVEY DISK
 PE1388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1388_STAMPING: BLAIR RM 1 1974
 PE1388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1388+STABILITY: SURFACE MOTION
 PE1388
 PE1388  HISTORY     - Date     Condition        Report By
 PE1388  HISTORY     - 1974     MONUMENTED       MEDT
 PE1388  HISTORY     - 1975     GOOD             MEDT
 PE1388
 PE1388                          STATION DESCRIPTION
 PE1388
 PE1388'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 PE1388'5.4 MI SW FROM AUGUSTA.
 PE1388'ABOUT 5.35 MILES SOUTHWEST ALONG THE MAINE TURNPIKE SOUTHBOUND
 PE1388'FROM THE AUGUSTA TOLL GATE AND ALSO ABOUT 220 FEET NORTH OF
 PE1388'THE TURNPIKE OVERHEAD SIGN FOR EXIT 14.  A DISK SET FLUSH IN
 PE1388'THE TOP OF A CYLINDRICAL CONCRETE POST 124 FEET SOUTHEAST OF
 PE1388'AND ABOUT LEVEL WITH THE CENTERLINE OF THE MAINE TURNPIKE
 PE1388'NORTHBOUND.  ABOUT 110 FEET NORTHEAST OF THE STATION MARK, 1.1
 PE1388'FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0050 ***********************************************************************
 QH0050  DESIGNATION -  BLAIR RM 1
 QH0050  PID         -  QH0050
 QH0050  STATE/COUNTY-  ME/SOMERSET
 QH0050  USGS QUAD   -  HEALD POND (1989)
 QH0050
 QH0050                         *CURRENT SURVEY CONTROL
 QH0050  ___________________________________________________________________
 QH0050* NAD 83(1986)-  45 37 41.     (N)    070 09 44.     (W)     SCALED    
 QH0050* NAVD 88     -       383.018  (meters)    1256.62   (feet)  ADJUSTED  
 QH0050  ___________________________________________________________________
 QH0050  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 QH0050  DYNAMIC HT  -         383.002 (meters)    1256.57  (feet)  COMP
 QH0050  MODELED GRAV-     980,563.3   (mgal)                       NAVD 88
 QH0050
 QH0050  VERT ORDER  -  FIRST     CLASS II
 QH0050
 QH0050.The horizontal coordinates were scaled from a topographic map and have
 QH0050.an estimated accuracy of +/- 6 seconds.
 QH0050
 QH0050.The orthometric height was determined by differential leveling
 QH0050.and adjusted by the National Geodetic Survey in June 1991..
 QH0050
 QH0050.The geoid height was determined by GEOID03.
 QH0050
 QH0050.The dynamic height is computed by dividing the NAVD 88
 QH0050.geopotential number by the normal gravity value computed on the
 QH0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QH0050.degrees latitude (g = 980.6199 gals.).
 QH0050
 QH0050.The modeled gravity was interpolated from observed gravity values.
 QH0050
 QH0050;                    North         East    Units  Estimated Accuracy
 QH0050;SPC ME W     -   310,530.      900,350.      MT  (+/- 180 meters Scaled)
 QH0050
 QH0050                          SUPERSEDED SURVEY CONTROL
 QH0050
 QH0050.No superseded survey control is available for this station.
 QH0050
 QH0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL094533(NAD 83)
 QH0050_MARKER: DR = REFERENCE MARK DISK
 QH0050_SETTING: 80 = SET IN A BOULDER
 QH0050_SP_SET: BOULDER
 QH0050_STAMPING: BLAIR NO 1 1955
 QH0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0050+STABILITY: SURFACE MOTION
 QH0050
 QH0050  HISTORY     - Date     Condition        Report By
 QH0050  HISTORY     - 1955     MONUMENTED       CGS
 QH0050  HISTORY     - 1978     GOOD             NGS
 QH0050
 QH0050                          STATION DESCRIPTION
 QH0050
 QH0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QH0050'4.8 MI EAST FROM JACKMAN.
 QH0050'0.5 MILES SOUTH ALONG STATE HIGHWAY 6 FROM ITS JUNCTION WITH THE
 QH0050'CANADIAN PACIFIC RAILWAY, THENCE 4.3 MILES EAST ALONG STATE HIGHWAY 6,
 QH0050'0.15 MILES SOUTHEAST OF A POWER LINE CROSSING OVER THE HIGHWAY, 0.1
 QH0050'MILES SOUTHEAST OF A GRAVEL ROAD LEADING SOUTHWAEST, 108.5 FT.
 QH0050'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 70.2 FT. EAST-SOUTHEAST
 QH0050'OF POWER POLE 82-82, 22.9 FT. NORTH-NORTHWEST OF A TRIANGULAR BLAZED
 QH0050'13-INCH DIAMETER BIRCH TREE, 87.0 FT. EAST-NORTHEAST OF BLAIR RM 2,
 QH0050'57.1 FT. NORTH-NORTHEAST OF THE STATION MARK BLAIR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1389 ***********************************************************************
 PE1389  DESIGNATION -  BLAIR RM 2
 PE1389  PID         -  PE1389
 PE1389  STATE/COUNTY-  ME/KENNEBEC
 PE1389  USGS QUAD   -  GARDINER (1991)
 PE1389
 PE1389                         *CURRENT SURVEY CONTROL
 PE1389  ___________________________________________________________________
 PE1389* NAD 83(1986)-  44 13 29.     (N)    069 49 04.     (W)     SCALED    
 PE1389* NAVD 88     -        67.180  (meters)     220.41   (feet)  ADJUSTED  
 PE1389  ___________________________________________________________________
 PE1389  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 PE1389  DYNAMIC HT  -          67.173 (meters)     220.38  (feet)  COMP
 PE1389  MODELED GRAV-     980,523.5   (mgal)                       NAVD 88
 PE1389
 PE1389  VERT ORDER  -  SECOND    CLASS I
 PE1389
 PE1389.The horizontal coordinates were scaled from a topographic map and have
 PE1389.an estimated accuracy of +/- 6 seconds.
 PE1389
 PE1389.The orthometric height was determined by differential leveling
 PE1389.and adjusted by the National Geodetic Survey in June 1991..
 PE1389
 PE1389.The geoid height was determined by GEOID03.
 PE1389
 PE1389.The dynamic height is computed by dividing the NAVD 88
 PE1389.geopotential number by the normal gravity value computed on the
 PE1389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1389.degrees latitude (g = 980.6199 gals.).
 PE1389
 PE1389.The modeled gravity was interpolated from observed gravity values.
 PE1389
 PE1389;                    North         East    Units  Estimated Accuracy
 PE1389;SPC ME W     -   154,640.      927,880.      MT  (+/- 180 meters Scaled)
 PE1389
 PE1389                          SUPERSEDED SURVEY CONTROL
 PE1389
 PE1389  NGVD 29 (??/??/92)   67.39   (m)          221.1    (f) COMPUTED    2 1
 PE1389
 PE1389.Superseded values are not recommended for survey control.
 PE1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1389.See file dsdata.txt to determine how the superseded data were derived.
 PE1389
 PE1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ346971(NAD 83)
 PE1389_MARKER: DD = SURVEY DISK
 PE1389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1389_STAMPING: BLAIR RM 2 1974
 PE1389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1389+STABILITY: SURFACE MOTION
 PE1389
 PE1389  HISTORY     - Date     Condition        Report By
 PE1389  HISTORY     - 1974     MONUMENTED       MEDT
 PE1389  HISTORY     - 1975     GOOD             MEDT
 PE1389
 PE1389                          STATION DESCRIPTION
 PE1389
 PE1389'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 PE1389'5.4 MI SW FROM AUGUSTA.
 PE1389'ABOUT 5.35 MILES SOUTHWEST ALONG THE MAINE TURNPIKE SOUTHBOUND
 PE1389'FROM THE AUGUSTA TOLL GATE AND ALSO ABOUT 45 FEET NORTH OF THE
 PE1389'TURNPIKE OVERHEAD SIGN FOR EXIT 14.  A DISK SET FLUSH IN A CYLINDRICAL
 PE1389'CONCRETE POST 115 FEET SOUTHEAST OF AND ABOUT 3 1/2 FEET BELOW
 PE1389'THE CENTERLINE OF THE MAINE TURNPIKE NORTHBOUND.  ABOUT 60
 PE1389'FEET SOUTHWEST OF STATION MARK DESCRIBED, 10.0 FEET NORTHWEST
 PE1389'OF RIGHT-OF-WAY FENCE, 12 FEET NORTHEAST OF A 2 FOOT DITCH AND
 PE1389'2.2 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0051 ***********************************************************************
 QH0051  DESIGNATION -  BLAIR RM 2
 QH0051  PID         -  QH0051
 QH0051  STATE/COUNTY-  ME/SOMERSET
 QH0051  USGS QUAD   -  HEALD POND (1989)
 QH0051
 QH0051                         *CURRENT SURVEY CONTROL
 QH0051  ___________________________________________________________________
 QH0051* NAD 83(1986)-  45 37 41.     (N)    070 09 44.     (W)     SCALED    
 QH0051* NAVD 88     -       382.289  (meters)    1254.23   (feet)  ADJUSTED  
 QH0051  ___________________________________________________________________
 QH0051  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 QH0051  DYNAMIC HT  -         382.273 (meters)    1254.17  (feet)  COMP
 QH0051  MODELED GRAV-     980,563.3   (mgal)                       NAVD 88
 QH0051
 QH0051  VERT ORDER  -  FIRST     CLASS II
 QH0051
 QH0051.The horizontal coordinates were scaled from a topographic map and have
 QH0051.an estimated accuracy of +/- 6 seconds.
 QH0051
 QH0051.The orthometric height was determined by differential leveling
 QH0051.and adjusted by the National Geodetic Survey in June 1991..
 QH0051
 QH0051.The geoid height was determined by GEOID03.
 QH0051
 QH0051.The dynamic height is computed by dividing the NAVD 88
 QH0051.geopotential number by the normal gravity value computed on the
 QH0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QH0051.degrees latitude (g = 980.6199 gals.).
 QH0051
 QH0051.The modeled gravity was interpolated from observed gravity values.
 QH0051
 QH0051;                    North         East    Units  Estimated Accuracy
 QH0051;SPC ME W     -   310,530.      900,350.      MT  (+/- 180 meters Scaled)
 QH0051
 QH0051                          SUPERSEDED SURVEY CONTROL
 QH0051
 QH0051.No superseded survey control is available for this station.
 QH0051
 QH0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL094533(NAD 83)
 QH0051_MARKER: DR = REFERENCE MARK DISK
 QH0051_SETTING: 80 = SET IN A BOULDER
 QH0051_SP_SET: BOULDER
 QH0051_STAMPING: BLAIR NO 2 1955
 QH0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0051+STABILITY: SURFACE MOTION
 QH0051
 QH0051  HISTORY     - Date     Condition        Report By
 QH0051  HISTORY     - 1955     MONUMENTED       CGS
 QH0051  HISTORY     - 1978     GOOD             NGS
 QH0051
 QH0051                          STATION DESCRIPTION
 QH0051
 QH0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QH0051'4.8 MI EAST FROM JACKMAN.
 QH0051'0.5 MILES SOUTH ALONG STATE HIGHWAY 6 FROM ITS JUNCTION WITH THE
 QH0051'CANADIAN PACIFIC RAILWAY, THENCE 4.3 MILES EAST ALONG STATE HIGHWAY
 QH0051'6, 0.15 MILES SOUTHEAST OF A POWER LINE CROSSING OVER THE HIGHWAY,
 QH0051'0.1 MILES SOUTHEAST OF A GRAVEL ROAD LEADING SOUTHWEST, 53.9 FT.
 QH0051'WEST-NORTHWEST OF THE STATION MARK BLAIR, 87.0FT. WEST-SOUTHWEST
 QH0051'OF BLAIR RM 1, 91.0 FT. WEST OF A TRIANGULAR BLAZED 13-INCH
 QH0051'DIAMETER BIRCH TREE, 41.0 FT. SOUTH-SOUTHWEST OF POWER POLE 82-82.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2118 ***********************************************************************
 PE2118  DESIGNATION -  BLAKE POINT
 PE2118  PID         -  PE2118
 PE2118  STATE/COUNTY-  ME/HANCOCK
 PE2118  USGS QUAD   -  CAPE ROSIER (1979)
 PE2118
 PE2118                         *CURRENT SURVEY CONTROL
 PE2118  ___________________________________________________________________
 PE2118* NAD 83(1996)-  44 18 35.80288(N)    068 47 52.97104(W)     ADJUSTED  
 PE2118* NAVD 88     -        82.     (meters)     269.     (feet)  SCALED    
 PE2118  ___________________________________________________________________
 PE2118  LAPLACE CORR-           2.51  (seconds)                    DEFLEC99
 PE2118  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 PE2118
 PE2118  HORZ ORDER  -  THIRD
 PE2118
 PE2118.The horizontal coordinates were established by classical geodetic methods
 PE2118.and adjusted by the National Geodetic Survey in March 1998..
 PE2118
 PE2118.The orthometric height was scaled from a topographic map.
 PE2118
 PE2118.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2118
 PE2118.The geoid height was determined by GEOID03.
 PE2118
 PE2118;                    North         East     Units Scale Factor Converg.
 PE2118;SPC ME E     -    71,512.033   276,221.916   MT  0.99990695   -0 12 29.5
 PE2118;UTM  19      - 4,906,318.543   516,106.835   MT  0.99960319   +0 08 27.9
 PE2118
 PE2118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2118!SPC ME E     -   0.99999108  x   0.99990695  =   0.99989803
 PE2118!UTM  19      -   0.99999108  x   0.99960319  =   0.99959428
 PE2118
 PE2118|---------------------------------------------------------------------|
 PE2118| PID    Reference Object                     Distance      Geod. Az  |
 PE2118|                                                           dddmmss.s |
 PE2118| CE7786 BLAKE POINT RM 2                      7.487 METERS 07148     |
 PE2118| PE2121 WESTERN ISLAND RESET                APPROX. 2.8 KM 2255632.5 |
 PE2118| CE7785 BLAKE POINT RM 1                      9.030 METERS 35939     |
 PE2118|---------------------------------------------------------------------|
 PE2118
 PE2118                          SUPERSEDED SURVEY CONTROL
 PE2118
 PE2118  NAD 83(1992)-  44 18 35.80839(N)    068 47 52.94975(W) AD(       ) 3
 PE2118  NAD 83(1986)-  44 18 35.81080(N)    068 47 52.95168(W) AD(       ) 3
 PE2118  NAD 27      -  44 18 35.53000(N)    068 47 54.84400(W) AD(       ) 3
 PE2118
 PE2118.Superseded values are not recommended for survey control.
 PE2118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2118.See file dsdata.txt to determine how the superseded data were derived.
 PE2118
 PE2118_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1610706319(NAD 83)
 PE2118
 PE2118  HISTORY     - Date     Condition        Report By
 PE2118  HISTORY     - 1862     MONUMENTED       CGS
 PE2118  HISTORY     - 1911     SEE DESCRIPTION  CGS
 PE2118  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2118  HISTORY     - 1945     SEE DESCRIPTION  CGS
 PE2118  HISTORY     - 1957     SEE DESCRIPTION  CGS
 PE2118  HISTORY     - 1983     GOOD             USPSQD
 PE2118
 PE2118                          STATION DESCRIPTION
 PE2118
 PE2118'DESCRIBED BY COAST AND GEODETIC SURVEY 1911
 PE2118'STATION IS ON THE SE POINT OF CAPE ROSIER PENINSULA ABOUT 1-1/2
 PE2118'MILES ESE OF CAPE ROSIER AND ABOUT 5-1/4 MILES SSW OF
 PE2118'CASTINE.  THE HILL IS ABOUT 250 METERS FROM THE SHORE AND IS
 PE2118'THE PROPERTY OF DANIEL BLACK, WHOSE HOUSE IS AT THE FOOT OF
 PE2118'THE HILL AND TO THE SOUTH-EASTWARD OF THE STATION.  THE STATION
 PE2118'IS AT THE SUMMIT AND IS MARKED BY A COPPER BOLT SET IN A HOLE
 PE2118'IN THE ROCK.  IN 1911 THERE WAS CONSIDERABLE GROWTH OF TREES
 PE2118'AND SHRUBBERY ON THE HILL.
 PE2118
 PE2118                          STATION RECOVERY (1934)
 PE2118
 PE2118'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2118'STATION RECOVERED AS DESCRIBED.  THE STATION IS ON A HILL AT
 PE2118'BLAKE POINT, THE MOST SOUTHEASTERLY POINT OF CAPE ROSIER
 PE2118'PENINSULA, IN PENOBSCOT BAY, AND ABOUT 5-1/4 MILES SSW OF CASTINE.
 PE2118'
 PE2118'THE STATION IS MARKED AS ORIGINALLY BY A COPPER BOLT.  IT IS
 PE2118'IN A LEDGE ABOUT 150 FEET NNW OF PROMINENT SHARP LEDGES AT
 PE2118'BROW OF HILL.  THE LEDGE IS OBLONG IN SHAPE MEASURING ABOUT 10
 PE2118'BY 12 FEET.  IT HAS A HOLE 1-BY 2 FEET BY 8 INCHES DEEP 2.9
 PE2118'FEET SE OF STATION.  THE STATION IS 5.3 FEET NE OF A 1-FOOT
 PE2118'DROP IN THE SW SIDE OF LEDGE AND 9.5 FEET SSE FROM A 2-FOOT
 PE2118'DEEP V NOTCH IN LEDGE.  IT IS 30 FEET S OF A PROMINENTLY
 PE2118'HIGHER LEDGE IN WHICH IS REFERENCE MARK NO. 1.
 PE2118'
 PE2118'REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL
 PE2118'HOLES IN OUTCROPPING BEDROCK.
 PE2118'
 PE2118'REFERENCE MARK NO. 1 IS ON A HIGHER PEAKED LEDGE 26.63 FEET
 PE2118'N OF STATION AND 1.3 FEET E OF A SHEER 1-1/2 FOOT FACE ON W
 PE2118'SIDE OF LEDGE AND 2.5 FEET SW OF PEAKED CENTER.  A GULLY BETWEEN
 PE2118'STATION AND REFERENCE MARK NO. 1 RUNS NE AND IS 10 FEET WIDE
 PE2118'BY 4 FEET DEEP.  REFERENCE MARK NO. 2 IS ON A LEDGE 24.56 FEET
 PE2118'E OF STATION AND 2.5 FEET S OF A 1-FOOT FACE ON N SIDE OF LEDGE.
 PE2118'
 PE2118'TO REACH FROM S BROOKVILLE CHURCH WITH SPEEDOMETER AT 0.0
 PE2118'CONTINUE W ON ROUTE 176.  AT 1.5 MILES TAKE T-ROAD LEFT, AT
 PE2118'3.2 TAKE LEFT FORK AT CAPE ROSIER SIGN.  AT 4.7 KEEP MAIN RIGHT
 PE2118'FORK AT 5.5 TAKE LEFT FORK, AT 7.3 STOP AT GREEN COTTAGE AND
 PE2118'WALK 200 YARDS NE TO TOP OF HILL AND STATION.
 PE2118'
 PE2118'A 20-FOOT SIGNAL WAS USED.
 PE2118
 PE2118                          STATION RECOVERY (1945)
 PE2118
 PE2118'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (FLP)
 PE2118'STATION AND R.M.S RECOVERED IN GOOD CONDITION.  PRESENT
 PE2118'DESCRIPTION ADEQUATE EXCEPT THAT STATION IS AT N EDGE OF
 PE2118'WOODSLINE, THE WOODED AREA N OF STATION WAS CUT OVER.  20-FOOT
 PE2118'SIGNAL STILL REMAINS AND IS IN GOOD CONDITION.
 PE2118
 PE2118                          STATION RECOVERY (1957)
 PE2118
 PE2118'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 PE2118'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 PE2118'IN GOOD CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE
 PE2118'VERIFIED.  THE 1934 DESCRIPTION BY K.G.C. IS ADEQUATE WITH THE
 PE2118'FOLLOWING ADDITIONS--
 PE2118'
 PE2118'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BLAKE POINT NO. 1 1934.
 PE2118'
 PE2118'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BLAKE POINT NO. 2 1934.
 PE2118
 PE2118                          STATION RECOVERY (1983)
 PE2118
 PE2118'RECOVERY NOTE BY US POWER SQUADRON 1983 (ELG)
 PE2118'BLAKE POINT NO. 1 1934 BLAKE POINT NO. 2 1934 RECOVERED GOOD.
 PE2118'
 PE2118'THE STATION MARK AND TWO REFERENCE MARKS WERE RECOVERED IN GOOD
 PE2118'CONDITION.  THE STATION MARK, A COPPER BOLT, HAS BEEN HAMMERED FLUSH
 PE2118'WITH THE SURROUNDING LEDGE.  ONLY SCATTERED WELL-ROTTED TIMBERS OF
 PE2118'THE SIGNAL TOWER REMAIN.  THERE ARE NUMEROUS SPRUCE TREES ABOUT 10
 PE2118'FEET HIGH IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1061 ***********************************************************************
 PF1061  DESIGNATION -  BLAKES
 PF1061  PID         -  PF1061
 PF1061  STATE/COUNTY-  ME/ANDROSCOGGIN
 PF1061  USGS QUAD   -  LISBON FALLS NORTH (1979)
 PF1061
 PF1061                         *CURRENT SURVEY CONTROL
 PF1061  ___________________________________________________________________
 PF1061* NAD 83(1996)-  44 00 20.12750(N)    070 07 13.85405(W)     ADJUSTED  
 PF1061* NAVD 88     -       102.0    (meters)     335.     (feet)  VERTCON   
 PF1061  ___________________________________________________________________
 PF1061  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 PF1061  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 PF1061
 PF1061  HORZ ORDER  -  FIRST
 PF1061
 PF1061.The horizontal coordinates were established by classical geodetic methods
 PF1061.and adjusted by the National Geodetic Survey in March 1998..
 PF1061
 PF1061.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF1061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF1061
 PF1061.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1061
 PF1061.The geoid height was determined by GEOID03.
 PF1061
 PF1061;                    North         East     Units Scale Factor Converg.
 PF1061;SPC ME W     -   130,235.591   903,701.177   MT  0.99996684   +0 01 55.4
 PF1061;UTM  19      - 4,873,104.086   410,171.933   MT  0.99969924   -0 46 42.6
 PF1061
 PF1061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1061!SPC ME W     -   0.99998811  x   0.99996684  =   0.99995495
 PF1061!UTM  19      -   0.99998811  x   0.99969924  =   0.99968735
 PF1061
 PF1061:                Primary Azimuth Mark                     Grid Az
 PF1061:SPC ME W     -  ARARAT                                   119 14 08.2
 PF1061:UTM  19      -  ARARAT                                   120 02 46.2
 PF1061
 PF1061|---------------------------------------------------------------------|
 PF1061| PID    Reference Object                     Distance      Geod. Az  |
 PF1061|                                                           dddmmss.s |
 PF1061| OB0265 ARARAT                              APPROX.14.8 KM 1191603.6 |
 PF1061| CE7787 BLAKES RM 1                          19.950 METERS 21029     |
 PF1061| OC1517 POWNAL CMP MICROWAVE                APPROX.10.8 KM 2185751.3 |
 PF1061| PF1069 AUBURN MUN STANDPIPE                APPROX.11.0 KM 3095956.2 |
 PF1061| PF1062 LEWISTON RADIO STA WCOU TOWER       APPROX.11.2 KM 3303504.4 |
 PF1061| CE7788 BLAKES RM 2                          26.458 METERS 34721     |
 PF1061|---------------------------------------------------------------------|
 PF1061
 PF1061                          SUPERSEDED SURVEY CONTROL
 PF1061
 PF1061  NAD 83(1992)-  44 00 20.12637(N)    070 07 13.85365(W) AD(       ) 1
 PF1061  NAD 83(1986)-  44 00 20.13212(N)    070 07 13.85833(W) AD(       ) 1
 PF1061  NAD 27      -  44 00 19.86202(N)    070 07 15.67711(W) AD(       ) 1
 PF1061  NGVD 29 (07/19/86)  102.2    (m)          335.     (f) VERT ANG       
 PF1061
 PF1061.Superseded values are not recommended for survey control.
 PF1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1061.See file dsdata.txt to determine how the superseded data were derived.
 PF1061
 PF1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ1017273104(NAD 83)
 PF1061_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PF1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PF1061_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PF1061_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PF1061+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2005
 PF1061
 PF1061  HISTORY     - Date     Condition        Report By
 PF1061  HISTORY     - 1977     MONUMENTED       NGS
 PF1061  HISTORY     - 20050421 GOOD             INDIV
 PF1061
 PF1061                          STATION DESCRIPTION
 PF1061
 PF1061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (ALB)
 PF1061'THE STATION IS LOCATED ON PROPERTY OWNED BY THE TOWN OF LISBON.
 PF1061'PERMISSION WAS GRANTED BY MR. EDWARD ANISWORTH, TOWN MANAGER,
 PF1061'LISBON FALLS, MAINE. IT IS ON A HILL ABOUT
 PF1061'1.2 MILES NORTH OF OF THE ANDROSCOGGIN RIVER,
 PF1061'2.1 MILES SOUTH OF LISBON AND 3.0 MILES WEST OF LISBON
 PF1061'FALLS.
 PF1061'
 PF1061'TO REACH THE STATION FROM THE POST OFFICE IN LISBON, GO
 PF1061'SOUTHEAST ON STATE ROUTE 196 FOR 50 FEET TO A CROSSROAD.
 PF1061'TURN RIGHT AND GO SOUTHWEST ON AN ASPHALT ROAD FOR 0.20
 PF1061'MILE TO A FORK IN THE ROAD AND THE LISBON FIRE DEPARTMENT
 PF1061'ON THE RIGHT. BEAR LEFT AND GO SOUTHWEST FOR 0.20 MILE TO A
 PF1061'RAILROAD CROSSING. CONTINUE STRAIGHT AHEAD FOR 1.2 MILES
 PF1061'TO A FORK IN THE ROAD AND A SIDE ROAD RIGHT. TAKE THE CENTER
 PF1061'ROAD (A GRAVEL ROAD WHICH BECOMES A TRACK ROAD) FOR 0.40 MILE
 PF1061'TO ANOTHER FORK. BEAR LEFT AND GO SOUTHWESTERLY FOR 0.20 MILE
 PF1061'TO A TRIANGULAR BLAZED 12-INCH OAK
 PF1061'TREE ON THE RIGHT AND A TRACK
 PF1061'ROAD RIGHT AND THE STATION ON THE LEFT IN THE WOODS LINE.
 PF1061'
 PF1061'THE STATION MARKS ARE STANDARD DISKS STAMPED---BLAKES 1976---.
 PF1061'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 PF1061'CONCRETE POST WHICH IS FLUSH WITH THE GROUND SURFACE. THE
 PF1061'UNDERGROUND DISK IS CEMENTED IN A DRILL HOLE IN LEDGE ABOUT
 PF1061'2.5 FEET BELOW THE GROUND SURFACE. THEY ARE 6.6 FEET NORTHWEST
 PF1061'OF A STONE WALL, 15.4 FEET SOUTHEAST OF THE APPROXIMATE
 PF1061'CENTERLINE OF THE TRACK ROAD AND 32.7 FEET EAST OF A
 PF1061'TRIANGULAR BLAZED 12-INCH OAK TREE.
 PF1061'
 PF1061'REFERENCE MARK 1, STAMPED---BLAKES NO 1 1976---, IS A STANDARD
 PF1061'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH
 PF1061'WITH THE GROUND SURFACE. IT IS 5.9 FEET NORTHWEST OF THE
 PF1061'APPROXIMATE CENTERLINE OF THE TRACK ROAD AND 76.9 FEET
 PF1061'NORTHEAST OF A TRIANGULAR BLAZED 12-INCH OAK TREE.
 PF1061'
 PF1061'REFERENCE MARK 2, STAMPED---BLAKES NO 2 1976---, IS A STANDARD
 PF1061'DISK CEMENTED IN A DRILL HOLE IN A LARGE BOULDER WHICH PROJECTS
 PF1061'ABOUT 3 FEET ABOVE THE GROUND SURFACE. IT IS 3.2 FEET
 PF1061'NORTHEAST OF A METAL WITNESS POST, 44 FEET SOUTHEAST OF A
 PF1061'20-INCH PINE TREE AND 63.5 FEET SOUTHWEST OF A TRIANGULAR
 PF1061'BLAZED 12-INCH OAK TREE.
 PF1061'
 PF1061'NO SUITABLE PLACE FOR AN AZIMUTH MARK WAS FOUND AT THIS TIME.
 PF1061'
 PF1061'REFERENCE MARK 1 TO REFERENCE MARK 2 MEASUREMENT WAS
 PF1061'BLOCKED BY SEVERAL TREES.
 PF1061'
 PF1061'THE HEIGHT OF THE LIGHT ABOVE THE STATION WAS 26.5 METERS.
 PF1061'
 PF1061'DESCRIBED BY PHILIP H. PARENT JR.
 PF1061
 PF1061                          STATION RECOVERY (2005)
 PF1061
 PF1061'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (KMK)
 PF1061'THE 12 INCH BLAZED OAK REFERENCED IN PREVIOUS DESCRIPTIONS IS NOW 18
 PF1061'INCHES AND THE BLAZE IS UNRECOGNIZABLE . BOTH REFERENCE MARKS WERE
 PF1061'RECOVERED, ALSO IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1492 ***********************************************************************
 OC1492  DESIGNATION -  BLANEY
 OC1492  PID         -  OC1492
 OC1492  STATE/COUNTY-  ME/CUMBERLAND
 OC1492  USGS QUAD   -  YARMOUTH (1975)
 OC1492
 OC1492                         *CURRENT SURVEY CONTROL
 OC1492  ___________________________________________________________________
 OC1492* NAD 83(1996)-  43 46 37.75225(N)    070 07 36.89586(W)     ADJUSTED  
 OC1492* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 OC1492  ___________________________________________________________________
 OC1492  LAPLACE CORR-           3.47  (seconds)                    DEFLEC99
 OC1492  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 OC1492
 OC1492  HORZ ORDER  -  THIRD
 OC1492
 OC1492.The horizontal coordinates were established by classical geodetic methods
 OC1492.and adjusted by the National Geodetic Survey in March 1998..
 OC1492
 OC1492.The orthometric height was scaled from a topographic map.
 OC1492
 OC1492.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1492
 OC1492.The geoid height was determined by GEOID03.
 OC1492
 OC1492;                    North         East     Units Scale Factor Converg.
 OC1492;SPC ME W     -   104,854.444   903,200.091   MT  0.99996679   +0 01 39.0
 OC1492;UTM  19      - 4,847,739.306   409,312.810   MT  0.99970115   -0 46 47.0
 OC1492
 OC1492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1492!SPC ME W     -   1.00000396  x   0.99996679  =   0.99997075
 OC1492!UTM  19      -   1.00000396  x   0.99970115  =   0.99970511
 OC1492
 OC1492|---------------------------------------------------------------------|
 OC1492| PID    Reference Object                     Distance      Geod. Az  |
 OC1492|                                                           dddmmss.s |
 OC1492| OC1490 COUSINS IS BLANEY PT HSE CHIM       316.650 METERS 20833     |
 OC1492| CE7235 BLANEY RM 1                          22.929 METERS 21404     |
 OC1492| CE7236 BLANEY RM 2                          33.419 METERS 28712     |
 OC1492| OC1489 FOGG POINT WATER TANK               APPROX. 2.3 KM 3451511.8 |
 OC1492|---------------------------------------------------------------------|
 OC1492
 OC1492                          SUPERSEDED SURVEY CONTROL
 OC1492
 OC1492  NAD 83(1992)-  43 46 37.75065(N)    070 07 36.89604(W) AD(       ) 3
 OC1492  NAD 83(1986)-  43 46 37.75647(N)    070 07 36.90133(W) AD(       ) 3
 OC1492  NAD 27      -  43 46 37.46300(N)    070 07 38.71800(W) AD(       ) 3
 OC1492
 OC1492.Superseded values are not recommended for survey control.
 OC1492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1492.See file dsdata.txt to determine how the superseded data were derived.
 OC1492
 OC1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0931347739(NAD 83)
 OC1492_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OC1492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC1492
 OC1492  HISTORY     - Date     Condition        Report By
 OC1492  HISTORY     - 1933     MONUMENTED       CGS
 OC1492  HISTORY     - 1941     SEE DESCRIPTION  CGS
 OC1492
 OC1492                          STATION DESCRIPTION
 OC1492
 OC1492'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1492'STATION IS ON COUSIN ISLAND ON BLANEY POINT ON N TIP OF ISLAND
 OC1492'IN AN OPEN FIELD.  IT IS 16 METERS FROM THE HIGH-WATER LINE AND
 OC1492'A 10-FOOT CLIFF ON THE NE SIDE OF THE POINT, 37 METERS FROM
 OC1492'CLIFF ON THE NW SIDE AND 42 METERS FROM THE HIGH-WATER LINE
 OC1492'BELOW CLIFF AT THIS POINT, AND 28 METERS SE FROM DOUBLE OAK
 OC1492'TREE WHICH IS NEAREST OF A SMALL GROVE ON EXTREME TIP OF
 OC1492'BLANEY POINT.
 OC1492'
 OC1492'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 OC1492'CONCRETE AS DESCRIBED IN NOTES 1A AND 11A.
 OC1492'
 OC1492'REFERENCE MARK NO. 1 IS SW OF STATION IN OPEN FIELD.
 OC1492'
 OC1492'REFERENCE MARK NO. 2 IS W OF STATION, 3 METERS FROM EDGE OF
 OC1492'CLIFF, AND 14 METERS S OF OLD ROAD BED RUNNING DOWN FROM THE
 OC1492'FIELD TO WATER THROUGH THE SMALL GROVE OF TREES ON TIP OF THE
 OC1492'POINT.
 OC1492'
 OC1492'STATION REACHED BY LANDING AT E TIP OF BLANEY POINT.
 OC1492'
 OC1492'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.10 METERS.
 OC1492
 OC1492                          STATION RECOVERY (1941)
 OC1492
 OC1492'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FLP)
 OC1492'RECOVERED AS DESCRIBED IN 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2340 ***********************************************************************
 PE2340  DESIGNATION -  BLANK POINT
 PE2340  PID         -  PE2340
 PE2340  STATE/COUNTY-  ME/KNOX
 PE2340  USGS QUAD   -  THOMASTON (1973)
 PE2340
 PE2340                         *CURRENT SURVEY CONTROL
 PE2340  ___________________________________________________________________
 PE2340* NAD 83(1996)-  44 00 50.61398(N)    069 12 50.59669(W)     ADJUSTED  
 PE2340* NAVD 88     -        33.     (meters)     108.     (feet)  SCALED    
 PE2340  ___________________________________________________________________
 PE2340  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 PE2340  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 PE2340
 PE2340  HORZ ORDER  -  THIRD
 PE2340
 PE2340.The horizontal coordinates were established by classical geodetic methods
 PE2340.and adjusted by the National Geodetic Survey in March 1998..
 PE2340
 PE2340.The orthometric height was scaled from a topographic map.
 PE2340
 PE2340.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2340
 PE2340.The geoid height was determined by GEOID03.
 PE2340
 PE2340;                    North         East     Units Scale Factor Converg.
 PE2340;SPC ME E     -    38,842.541   242,747.594   MT  0.99994030   -0 29 46.2
 PE2340;SPC ME W     -   131,616.714   976,384.921   MT  1.00003840   +0 39 43.0
 PE2340;UTM  19      - 4,873,456.663   482,842.412   MT  0.99960362   -0 08 55.4
 PE2340
 PE2340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2340!SPC ME E     -   0.99999882  x   0.99994030  =   0.99993912
 PE2340!SPC ME W     -   0.99999882  x   1.00003840  =   1.00003722
 PE2340!UTM  19      -   0.99999882  x   0.99960362  =   0.99960244
 PE2340
 PE2340:                Primary Azimuth Mark                     Grid Az
 PE2340:SPC ME E     -  BURTONS HILL 1863                        357 59 43.3
 PE2340:SPC ME W     -  BURTONS HILL 1863                        356 50 14.1
 PE2340:UTM  19      -  BURTONS HILL 1863                        357 38 52.5
 PE2340
 PE2340|---------------------------------------------------------------------|
 PE2340| PID    Reference Object                     Distance      Geod. Az  |
 PE2340|                                                           dddmmss.s |
 PE2340| PE2343 BURTONS HILL 1863                   APPROX. 1.4 KM 3572957.1 |
 PE2340|---------------------------------------------------------------------|
 PE2340
 PE2340                          SUPERSEDED SURVEY CONTROL
 PE2340
 PE2340  NAD 83(1992)-  44 00 50.61852(N)    069 12 50.57777(W) AD(       ) 3
 PE2340  NAD 83(1986)-  44 00 50.62282(N)    069 12 50.58451(W) AD(       ) 3
 PE2340  NAD 27      -  44 00 50.33000(N)    069 12 52.41000(W) AD(       ) 3
 PE2340
 PE2340.Superseded values are not recommended for survey control.
 PE2340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2340.See file dsdata.txt to determine how the superseded data were derived.
 PE2340
 PE2340_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ8284273457(NAD 83)
 PE2340
 PE2340  HISTORY     - Date     Condition        Report By
 PE2340  HISTORY     - 1863     MONUMENTED       CGS
 PE2340  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2340
 PE2340                          STATION DESCRIPTION
 PE2340
 PE2340'DESCRIBED BY COAST AND GEODETIC SURVEY 1863 (CF)
 PE2340'ON THE E BANK OF ST. GEORGE RIVER, ABOUT 3/4 MILE BELOW FORT
 PE2340'ST. GEORGE, AND THE SAME DISTANCE ABOVE HITTS POINT.  THE
 PE2340'STATION IS ON A ROCK CLOSE TO THE SHORE LINE AND ABOUT 2 METERS
 PE2340'ABOVE HIGH WATER.  IT IS MARKED BY A CROSS CUT IN THE ROCK.
 PE2340
 PE2340                          STATION RECOVERY (1943)
 PE2340
 PE2340'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2340'A THOROUGH SEARCH WAS MADE ALONG THE SHORELINE IN THIS VICINITY,
 PE2340'BUT NO ROCK WAS FOUND WITH A CROSS ON IT.  PLANE-TABLE AND AIR
 PE2340'COMPILATION METHODS MIGHT LOCATE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2417 ***********************************************************************
 PE2417  DESIGNATION -  BLIN RESET
 PE2417  PID         -  PE2417
 PE2417  STATE/COUNTY-  ME/LINCOLN
 PE2417  USGS QUAD   -  WISCASSET (1979)
 PE2417
 PE2417                         *CURRENT SURVEY CONTROL
 PE2417  ___________________________________________________________________
 PE2417* NAD 83(1996)-  44 07 14.33967(N)    069 40 50.25257(W)     ADJUSTED  
 PE2417* NAVD 88     -       134.8    (meters)     442.     (feet)  VERTCON   
 PE2417  ___________________________________________________________________
 PE2417  LAPLACE CORR-           2.38  (seconds)                    DEFLEC99
 PE2417  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 PE2417
 PE2417  HORZ ORDER  -  SECOND
 PE2417
 PE2417.The horizontal coordinates were established by classical geodetic methods
 PE2417.and adjusted by the National Geodetic Survey in March 1998..
 PE2417
 PE2417.The NAVD 88 height was computed by applying the VERTCON shift value to
 PE2417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PE2417
 PE2417.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2417
 PE2417.The geoid height was determined by GEOID03.
 PE2417
 PE2417;                    North         East     Units Scale Factor Converg.
 PE2417;SPC ME W     -   143,133.603   938,903.129   MT  0.99998527   +0 20 18.1
 PE2417;SPC ME E     -    51,114.912   205,507.839   MT  1.00000978   -0 49 19.1
 PE2417;UTM  19      - 4,885,498.489   445,542.098   MT  0.99963647   -0 28 25.8
 PE2417
 PE2417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2417!SPC ME W     -   0.99998290  x   0.99998527  =   0.99996817
 PE2417!SPC ME E     -   0.99998290  x   1.00000978  =   0.99999268
 PE2417!UTM  19      -   0.99998290  x   0.99963647  =   0.99961938
 PE2417
 PE2417:                Primary Azimuth Mark                     Grid Az
 PE2417:SPC ME W     -  SEBATTUS                                 274 24 36.7
 PE2417:SPC ME E     -  SEBATTUS                                 275 34 13.9
 PE2417:UTM  19      -  SEBATTUS                                 275 13 20.6
 PE2417
 PE2417|---------------------------------------------------------------------|
 PE2417| PID    Reference Object                     Distance      Geod. Az  |
 PE2417|                                                           dddmmss.s |
 PE2417| PF1052 SEBATTUS                            APPROX.31.9 KM 2744454.8 |
 PE2417|---------------------------------------------------------------------|
 PE2417
 PE2417                          SUPERSEDED SURVEY CONTROL
 PE2417
 PE2417  NAD 83(1992)-  44 07 14.33833(N)    069 40 50.25150(W) AD(       ) 2
 PE2417  NAD 83(1986)-  44 07 14.34375(N)    069 40 50.25633(W) AD(       ) 2
 PE2417  NAD 27      -  44 07 14.06900(N)    069 40 52.08000(W) AD(       ) 2
 PE2417  NGVD 29 (07/19/86)  135.0    (m)          443.     (f) VERT ANG       
 PE2417
 PE2417.Superseded values are not recommended for survey control.
 PE2417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2417.See file dsdata.txt to determine how the superseded data were derived.
 PE2417
 PE2417_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ4554285498(NAD 83)
 PE2417
 PE2417  HISTORY     - Date     Condition        Report By
 PE2417  HISTORY     - 1933     MONUMENTED       CGS
 PE2417  HISTORY     - 1872     SEE DESCRIPTION  CGS
 PE2417  HISTORY     - 1933     SEE DESCRIPTION  CGS
 PE2417  HISTORY     - 1975     GOOD             NGS
 PE2417
 PE2417                          STATION DESCRIPTION
 PE2417
 PE2417'DESCRIBED BY COAST AND GEODETIC SURVEY 1872
 PE2417'ON A PROJECTING LEDGE ON A HILL ON THE FARM FORMERLY OWNED BY
 PE2417'HIRAM COOPER BUT NOW (1872) OWNED BY BRADBURY BLIN.  THE OLD ROAD
 PE2417'FROM DRESDEN MILLS TO ALNA PASSES OVER THE HILL, AND MR. BLINS
 PE2417'HOUSE IS NEAR ITS HIGHEST POINT.  THE STATION IS MARKED BY A
 PE2417'HOLE DRILLED IN THE ROCK AND WAS READILY FOUND IN 1872.  THE HILL
 PE2417'IS KNOWN AS BLINS HILL AND IS ABOUT 1-1/2 MILES NE OF DRESDEN
 PE2417'MILLS.
 PE2417
 PE2417                          STATION RECOVERY (1933)
 PE2417
 PE2417'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CMD)
 PE2417'STATION IS ON A HIGH HILL WHICH IS KNOWN AS BLINS HILL AND LIES
 PE2417'ABOUT 1-1/2 MILES NE OF THE TOWN OF DRESDEN MILLS.  THE OLD ROAD
 PE2417'FROM DRESDEN MILLS TO ALNA PASSES OVER THE HILL.  THE STATION IS
 PE2417'9 METERS S OF A STONE FENCE RUNNING E AND W AND 9.5 METERS SW
 PE2417'OF THE JUNCTION OF THIS AND ANOTHER STONE FENCE RUNNING N AND S.
 PE2417'A LARGE PILE OF STONES WAS MADE AROUND THE STATION AND BOTH
 PE2417'REFERENCE MARKS.
 PE2417'
 PE2417'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN
 PE2417'DRILL HOLES IN OUTCROPPING BEDROCK.
 PE2417'
 PE2417'ALL MARKS ARE STAMPED BLIN 1855-1933.
 PE2417'
 PE2417'REFERENCE MARK NO. 1 IS 2.608 METERS NE OF THE STATION.
 PE2417'
 PE2417'REFERENCE MARK NO. 2 IS 2.215 METERS NW OF THE STATION.
 PE2417'
 PE2417'REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2 IS 2.478 METERS.
 PE2417'
 PE2417'TO REACH STATION, SET SPEEDOMETER AT ZERO AT THE ST. JOHN
 PE2417'CHURCH AND DRESDEN MILLS AND GO E 0.7 MILE TO ROAD FORK.  TAKE
 PE2417'LEFT FORK AND CONTINUE 1.8 MILES TO MR. BLINS HOUSE.  STATION
 PE2417'IS 400 PACES S OF THIS POINT ACROSS A FIELD IN THE EDGE OF TIMBER.
 PE2417
 PE2417                          STATION RECOVERY (1975)
 PE2417
 PE2417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 PE2417'THE STATION MARK AND THE REFERENCE MARKS NUMBER 1 AND 2 WERE
 PE2417'RECOVERED AS DESCRIBED BY C.M.D. IN 1933 AND FOUND TO BE IN GOOD
 PE2417'CONDITION.
 PE2417'
 PE2417'DUE TO CHANGES IN THE AREA A NEW DESCRIPTION FOLLOWS--
 PE2417'
 PE2417'THE STATION IS LOCATED IN THE NORTHEAST CORNER OF THE TOWN OF
 PE2417'DRESDEN, ABOUT 2-1/2 MILES NORTHEAST OF DRESDEN MILLS, 1-1/2 MILES
 PE2417'EAST-SOUTHEAST OF THE EASTERN RIVER, AND 1/2 MILE SOUTH-SOUTHWEST
 PE2417'OF THE KENNEBEC/LINCOLN COUNTY LINE.
 PE2417'
 PE2417'TO REACH THE STATION FROM THE U.S. POST OFFICE IN DRESDEN MILLS GO
 PE2417'SOUTH ON STATE ROUTE NUMBER 27 FOR 0.05 MILE TO THE BLIN HILL ROAD
 PE2417'ON THE LEFT, TURN LEFT ONTO THE BLIN HILL ROAD AND PROCEED 0.75
 PE2417'MILE TO THE EAST PITTSTON ROAD ON THE LEFT, BEAR RIGHT AND CONTINUE
 PE2417'ON THE BLIN HILL ROAD FOR 2.0 MILES TO A FIELD ROAD ON THE
 PE2417'RIGHT, TURN RIGHT, AND PROCEED ACROSS THE FIELD FOR 0.15 MILE
 PE2417'TO A DIM FIELD ROAD ON THE RIGHT, TURN RIGHT AND PROCEED FOR
 PE2417'0.10 MILE, THRU THE TREE LINE INTO A SMALL FIELD.  THE
 PE2417'STATION IS ON THE LEFT ALONG THE EAST/WEST TREE LINE, AT THE HIGH
 PE2417'POINT OF THE HILL, IN BARE LEDGE, AMONG SOME SCATTERED ROCKS.
 PE2417'
 PE2417'THE STATION IS A STANDARD DISK WEDGED IN A DRILL HOLE IN
 PE2417'OUTCROPPING BEDROCK.  IT IS 29.0 FEET FEET SOUTH OF A STONE WALL
 PE2417'RUNNING NORTHWEST AND SOUTHEAST, 66.0 FEET WEST OF A STONE WALL
 PE2417'RUNNING NORTHEAST AND SOUTHWEST, 74.0 FEET NORTH OF A STONE WALL
 PE2417'RUNNING EAST AND WEST.  IT IS STAMPED BLIN 1855-1933.
 PE2417'
 PE2417'REFERENCE MARK 1 IS A STANDARD DISK WEDGED IN A DRILL HOLE IN
 PE2417'OUTCROPPING BEDROCK, STAMPED NO.1 BLIN 1855-1933.  IT IS 20.5
 PE2417'FEET SOUTH OF A STONE WALL RUNNING NORTHWEST AND SOUTHEAST AND 65
 PE2417'FEET WEST OF A STONE WALL RUNNING NORTHEAST AND SOUTHWEST.
 PE2417'
 PE2417'REFERENCE MARK 2 IS A STANDARD DISK WEDGED IN A DRILL HOLE IN
 PE2417'OUTCROPPING BEDROCK, STAMPED NO.2 BLIN 1855-1933.  IT IS 22.0 FEET
 PE2417'SOUTH OF A STONE WALL RUNNING NORTHWEST AND SOUTHEAST, AND 72.2
 PE2417'FEET WEST OF A STONE WALL RUNNING NORTHEAST AND SOUTHWEST.
 PE2417'
 PE2417'REFERENCE MARKS 1 AND 2 COULD NOT BE CUT IN AT THE TIME THE
 PE2417'STATION WAS OCCUPIED BECAUSE THE TOWER WAS PHYSICALLY SITTING ON
 PE2417'TOP OF THE MARKS.
 PE2417'
 PE2417'THERE WAS NO SUITABLE PLACE TO ESTABLISH AN AZIMUTH MARK.
 PE2417'
 PE2417'THE STATION WAS LATER VISITED AND THE REFERENCE MARKS WERE
 PE2417'OBSERVED AT THAT TIME.
 PE2417'
 PE2417'HEIGHT OF LIGHT ABOVE STATION MARK 62 FEET.
 PE2417'
 PE2417'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PE2417'2-1/2 MILES NE OF DRESDEN MILLS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1968 ***********************************************************************
 PE1968  DESIGNATION -  BLUE 1944
 PE1968  PID         -  PE1968
 PE1968  STATE/COUNTY-  ME/HANCOCK
 PE1968  USGS QUAD   -  BROOKLIN (1981)
 PE1968
 PE1968                         *CURRENT SURVEY CONTROL
 PE1968  ___________________________________________________________________
 PE1968* NAD 83(1996)-  44 20 28.60860(N)    068 33 15.85886(W)     ADJUSTED  
 PE1968* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 PE1968  ___________________________________________________________________
 PE1968  LAPLACE CORR-           4.63  (seconds)                    DEFLEC99
 PE1968  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 PE1968
 PE1968  HORZ ORDER  -  THIRD
 PE1968
 PE1968.The horizontal coordinates were established by classical geodetic methods
 PE1968.and adjusted by the National Geodetic Survey in March 1998..
 PE1968
 PE1968.The orthometric height was scaled from a topographic map.
 PE1968
 PE1968.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1968
 PE1968.The geoid height was determined by GEOID03.
 PE1968
 PE1968;                    North         East     Units Scale Factor Converg.
 PE1968;SPC ME E     -    74,951.815   295,661.887   MT  0.99990023   -0 02 16.9
 PE1968;UTM  19      - 4,909,875.751   535,519.756   MT  0.99961552   +0 18 41.2
 PE1968
 PE1968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1968!SPC ME E     -   1.00000374  x   0.99990023  =   0.99990397
 PE1968!UTM  19      -   1.00000374  x   0.99961552  =   0.99961926
 PE1968
 PE1968:                Primary Azimuth Mark                     Grid Az
 PE1968:SPC ME E     -  CALF 1944                                142 57 17.1
 PE1968:UTM  19      -  CALF 1944                                142 36 19.0
 PE1968
 PE1968|---------------------------------------------------------------------|
 PE1968| PID    Reference Object                     Distance      Geod. Az  |
 PE1968|                                                           dddmmss.s |
 PE1968| PE1921 CALF 1944                           APPROX. 8.2 KM 1425500.2 |
 PE1968|---------------------------------------------------------------------|
 PE1968
 PE1968                          SUPERSEDED SURVEY CONTROL
 PE1968
 PE1968  NAD 83(1992)-  44 20 28.61093(N)    068 33 15.83914(W) AD(       ) 3
 PE1968  NAD 83(1986)-  44 20 28.61140(N)    068 33 15.84269(W) AD(       ) 3
 PE1968  NAD 27      -  44 20 28.34800(N)    068 33 17.77200(W) AD(       ) 3
 PE1968
 PE1968.Superseded values are not recommended for survey control.
 PE1968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1968.See file dsdata.txt to determine how the superseded data were derived.
 PE1968
 PE1968_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK3552009876(NAD 83)
 PE1968
 PE1968  HISTORY     - Date     Condition        Report By
 PE1968  HISTORY     - 1944     MONUMENTED       CGS
 PE1968  HISTORY     - 1956     SEE DESCRIPTION  CGS
 PE1968  HISTORY     - 1984     GOOD             USPSQD
 PE1968
 PE1968                          STATION DESCRIPTION
 PE1968
 PE1968'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1968'STATION IS LOCATED ON THE EASTERN SIDE OF BLUE HILL NECK IN BLUE
 PE1968'HILL BAY, ABOUT 1 MILE SOUTH-SOUTHWEST OF SAND POINT, ON THE
 PE1968'EASTERN TIP OF A ROUNDING BUT ONLY DISTINCTIVE POINT IN THIS AREA,
 PE1968'18 METERS NORTH OF THE LINE OF A ROCK FENCE, 10 METERS BACK AT
 PE1968'MEAN HIGH WATER LINE, 3 METERS OUTSIDE BRUSH LINE AND 3 METERS
 PE1968'SOUTHEAST OF HEAD OF CREVICE IN LEDGE ROCK.  FROM STATION BOTH
 PE1968'SAND POINT AND SHORELINE TO SOUTHWARD CAN BE SEEN.  MARK IS
 PE1968'STANDARD DISC STAMPED BLUE 1944 SET IN LEDGE ROCK.
 PE1968'
 PE1968'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK 5 FEET.
 PE1968
 PE1968                          STATION RECOVERY (1956)
 PE1968
 PE1968'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 PE1968'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 PE1968'DESCRIPTION IS ADEQUATE AND COMPLETE.  IT IS MARKED BY A
 PE1968'TOPOGRAPHIC DISK, STAMPED BLUE 1944.
 PE1968
 PE1968                          STATION RECOVERY (1984)
 PE1968
 PE1968'RECOVERY NOTE BY US POWER SQUADRON 1984 (ELG)
 PE1968'BLUE 1944 FOUND GOOD.
 PE1968'
 PE1968'THE STATION WAS RECOVERED IN GOOD CONDITION ALTHOUGH THE STAMPINGS
 PE1968'ARE BARELY LEGIBLE.  THE PREVIOUS DESCRIPTION IS ADEQUATE WITH THE
 PE1968'ADDITION THAT THE STATION IS IN FRONT OF THE RESIDENCE OF A
 PE1968'MR. HUDSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1861 ***********************************************************************
 PE1861  DESIGNATION -  BLUE HILL BAY FLYE IS LH
 PE1861  PID         -  PE1861
 PE1861  STATE/COUNTY-  ME/HANCOCK
 PE1861  USGS QUAD   -  SWANS ISLAND (1983)
 PE1861
 PE1861                         *CURRENT SURVEY CONTROL
 PE1861  ___________________________________________________________________
 PE1861* NAD 83(1996)-  44 14 55.50180(N)    068 29 52.39122(W)     ADJUSTED  
 PE1861* NAVD 88     -                                                        
 PE1861  ___________________________________________________________________
 PE1861  LAPLACE CORR-           5.55  (seconds)                    DEFLEC99
 PE1861  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 PE1861
 PE1861  HORZ ORDER  -  THIRD
 PE1861
 PE1861.The horizontal coordinates were established by classical geodetic methods
 PE1861.and adjusted by the National Geodetic Survey in March 1998..
 PE1861
 PE1861
 PE1861.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1861
 PE1861.The geoid height was determined by GEOID03.
 PE1861
 PE1861;                    North         East     Units Scale Factor Converg.
 PE1861;SPC ME E     -    64,669.694   300,168.793   MT  0.99990000   +0 00 05.3
 PE1861;UTM  19      - 4,899,624.185   540,087.949   MT  0.99961976   +0 21 01.3
 PE1861
 PE1861                          SUPERSEDED SURVEY CONTROL
 PE1861
 PE1861  NAD 83(1992)-  44 14 55.50796(N)    068 29 52.37616(W) AD(       ) 4
 PE1861  NAD 83(1986)-  44 14 55.50895(N)    068 29 52.37962(W) AD(       ) 4
 PE1861  NAD 27      -  44 14 55.22400(N)    068 29 54.29500(W) AD(       ) 3
 PE1861
 PE1861.Superseded values are not recommended for survey control.
 PE1861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1861.See file dsdata.txt to determine how the superseded data were derived.
 PE1861
 PE1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ4008899624(NAD 83)
 PE1861
 PE1861  HISTORY     - Date     Condition        Report By
 PE1861  HISTORY     - UNK      MONUMENTED
 PE1861  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE1861  HISTORY     - 1956     SEE DESCRIPTION  CGS
 PE1861
 PE1861                          STATION DESCRIPTION
 PE1861
 PE1861'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1861'RECOVERED.  THE LIGHTHOUSE IS NOW NOT IN COMMISSION.  THE STATION
 PE1861'IS THE CENTER OF THE TOWER ON GREEN ISLAND WHICH IS ABOUT 1/2
 PE1861'MILE SE OF FLYE ISLAND IN THE S PART OF BLUE HILL BAY.  THE
 PE1861'POSITION OF THIS STATION IS DETERMINED BY 1934 OBSERVATIONS.
 PE1861
 PE1861                          STATION RECOVERY (1956)
 PE1861
 PE1861'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 PE1861'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE 1934 RECOVERY
 PE1861'NOTE BY K.G.C. IS ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1960 ***********************************************************************
 PE1960  DESIGNATION -  BLUE HILL CONG CHURCH SPIRE
 PE1960  PID         -  PE1960
 PE1960  STATE/COUNTY-  ME/HANCOCK
 PE1960  USGS QUAD   -  BLUE HILL (1981)
 PE1960
 PE1960                         *CURRENT SURVEY CONTROL
 PE1960  ___________________________________________________________________
 PE1960* NAD 83(1996)-  44 24 40.96443(N)    068 35 29.65693(W)     ADJUSTED  
 PE1960* NAVD 88     -                                                        
 PE1960  ___________________________________________________________________
 PE1960  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 PE1960  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 PE1960
 PE1960  HORZ ORDER  -  THIRD
 PE1960
 PE1960.The horizontal coordinates were established by classical geodetic methods
 PE1960.and adjusted by the National Geodetic Survey in March 1998..
 PE1960
 PE1960
 PE1960.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1960
 PE1960.The geoid height was determined by GEOID03.
 PE1960
 PE1960;                    North         East     Units Scale Factor Converg.
 PE1960;SPC ME E     -    82,743.030   292,707.076   MT  0.99990065   -0 03 50.7
 PE1960;UTM  19      - 4,917,646.562   532,518.308   MT  0.99961300   +0 17 09.0
 PE1960
 PE1960                          SUPERSEDED SURVEY CONTROL
 PE1960
 PE1960  NAD 83(1992)-  44 24 40.96102(N)    068 35 29.62823(W) AD(       ) 4
 PE1960  NAD 83(1986)-  44 24 40.96116(N)    068 35 29.63105(W) AD(       ) 4
 PE1960  NAD 27      -  44 24 40.70100(N)    068 35 31.54300(W) AD(       ) 3
 PE1960
 PE1960.Superseded values are not recommended for survey control.
 PE1960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1960.See file dsdata.txt to determine how the superseded data were derived.
 PE1960
 PE1960_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK3251817647(NAD 83)
 PE1960_MARKER: 90 = CHURCH SPIRE
 PE1960
 PE1960  HISTORY     - Date     Condition        Report By
 PE1960  HISTORY     - 1863     FIRST OBSERVED   CGS
 PE1960  HISTORY     - 1934     GOOD             CGS
 PE1960  HISTORY     - 1944     GOOD             CGS
 PE1960  HISTORY     - 1953     GOOD             CGS
 PE1960  HISTORY     - 1956     GOOD             CGS
 PE1960  HISTORY     - 1983     GOOD             USPSQD
 PE1960  HISTORY     - 1988     GOOD             USPSQD
 PE1960
 PE1960                          STATION DESCRIPTION
 PE1960
 PE1960'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1960'STATION RECOVERED.  DR. LITTLEFIELD, LOCAL AUTHORITY ON THE
 PE1960'TOWNS HISTORY SAYS THE CHURCH WAS BUILT IN 1843 AND HAS
 PE1960'REMAINED UNCHANGED SINCE THAT DATE.  THE CHURCH HAS A TALL,
 PE1960'WHITE, SLENDER SPIRE.
 PE1960
 PE1960                          STATION RECOVERY (1944)
 PE1960
 PE1960'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1960'STATION WAS RECOVERED AS DESCRIBED BY K.G.C. IN 1934.  THE CHURCH
 PE1960'IS STILL THE CONGREGATIONAL CHURCH AND IS LOCATED ON THE W SIDE
 PE1960'OF BLUE HILL.
 PE1960
 PE1960                          STATION RECOVERY (1953)
 PE1960
 PE1960'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (FBQ)
 PE1960'STATION WAS RECOVERED IN GOOD CONDITION.  LOCAL RESIDENTS SAY
 PE1960'LOCATION OF SPIRE IS UNCHANGED SINCE THE CHURCH WAS BUILT.
 PE1960
 PE1960                          STATION RECOVERY (1956)
 PE1960
 PE1960'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 PE1960'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE 1934 DESCRIPTIONS
 PE1960'BY K.G.C. IS ADEQUATE AND COMPLETE.
 PE1960
 PE1960                          STATION RECOVERY (1983)
 PE1960
 PE1960'RECOVERY NOTE BY US POWER SQUADRON 1983 (ELG)
 PE1960'STATION RECOVERED GOOD.
 PE1960'
 PE1960'THE STATION WAS FOUND IN GOOD CONDITION.  THE CHRUCH IS IN USE AND IS
 PE1960'WELL MAINTAINED.
 PE1960
 PE1960                          STATION RECOVERY (1988)
 PE1960
 PE1960'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE1960'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1967 ***********************************************************************
 PE1967  DESIGNATION -  BLUE HILL FALLS WH HSE N CHIM
 PE1967  PID         -  PE1967
 PE1967  STATE/COUNTY-  ME/HANCOCK
 PE1967  USGS QUAD   -  BROOKLIN (1981)
 PE1967
 PE1967                         *CURRENT SURVEY CONTROL
 PE1967  ___________________________________________________________________
 PE1967* NAD 83(1996)-  44 22 13.89675(N)    068 33 28.89385(W)     ADJUSTED  
 PE1967* NAVD 88     -                                                        
 PE1967  ___________________________________________________________________
 PE1967  LAPLACE CORR-           4.22  (seconds)                    DEFLEC99
 PE1967  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 PE1967
 PE1967  HORZ ORDER  -  THIRD
 PE1967
 PE1967.The horizontal coordinates were established by classical geodetic methods
 PE1967.and adjusted by the National Geodetic Survey in March 1998..
 PE1967
 PE1967
 PE1967.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1967
 PE1967.The geoid height was determined by GEOID03.
 PE1967
 PE1967;                    North         East     Units Scale Factor Converg.
 PE1967;SPC ME E     -    78,201.559   295,375.474   MT  0.99990026   -0 02 26.1
 PE1967;UTM  19      - 4,913,122.762   535,213.608   MT  0.99961525   +0 18 32.7
 PE1967
 PE1967                          SUPERSEDED SURVEY CONTROL
 PE1967
 PE1967  NAD 83(1992)-  44 22 13.89692(N)    068 33 28.87109(W) AD(       ) 4
 PE1967  NAD 83(1986)-  44 22 13.89715(N)    068 33 28.87433(W) AD(       ) 4
 PE1967  NAD 27      -  44 22 13.62000(N)    068 33 30.79000(W) AD(       ) 3
 PE1967
 PE1967.Superseded values are not recommended for survey control.
 PE1967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1967.See file dsdata.txt to determine how the superseded data were derived.
 PE1967
 PE1967_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK3521413123(NAD 83)
 PE1967
 PE1967  HISTORY     - Date     Condition        Report By
 PE1967  HISTORY     - UNK      MONUMENTED
 PE1967  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE1967  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE1967
 PE1967                          STATION DESCRIPTION
 PE1967
 PE1967'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1967'THE STATION IS LOST.
 PE1967
 PE1967                          STATION RECOVERY (1944)
 PE1967
 PE1967'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1967'THE STATION IS LOST.  HOUSE IS STILL STANDING, BUT BOTH N AND S
 PE1967'CHIMNEYS HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1961 ***********************************************************************
 PE1961  DESIGNATION -  BLUE HILL LOOKOUT TOWER 1956
 PE1961  PID         -  PE1961
 PE1961  STATE/COUNTY-  ME/HANCOCK
 PE1961  USGS QUAD   -  BLUE HILL (1981)
 PE1961
 PE1961                         *CURRENT SURVEY CONTROL
 PE1961  ___________________________________________________________________
 PE1961* NAD 83(1996)-  44 26 02.56981(N)    068 35 27.15821(W)     ADJUSTED  
 PE1961* NAVD 88     -       283.     (meters)     928.     (feet)  SCALED    
 PE1961  ___________________________________________________________________
 PE1961  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 PE1961  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 PE1961
 PE1961  HORZ ORDER  -  THIRD
 PE1961
 PE1961.The horizontal coordinates were established by classical geodetic methods
 PE1961.and adjusted by the National Geodetic Survey in March 1998..
 PE1961
 PE1961.The orthometric height was scaled from a topographic map.
 PE1961
 PE1961.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1961
 PE1961.The geoid height was determined by GEOID03.
 PE1961
 PE1961;                    North         East     Units Scale Factor Converg.
 PE1961;SPC ME E     -    85,261.613   292,765.150   MT  0.99990064   -0 03 49.0
 PE1961;UTM  19      - 4,920,164.729   532,560.985   MT  0.99961304   +0 17 11.1
 PE1961
 PE1961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1961!SPC ME E     -   0.99995954  x   0.99990064  =   0.99986019
 PE1961!UTM  19      -   0.99995954  x   0.99961304  =   0.99957260
 PE1961
 PE1961                          SUPERSEDED SURVEY CONTROL
 PE1961
 PE1961  NAD 83(1992)-  44 26 02.56343(N)    068 35 27.12878(W) AD(       ) 4
 PE1961  NAD 83(1986)-  44 26 02.56327(N)    068 35 27.13144(W) AD(       ) 4
 PE1961  NAD 27      -  44 26 02.28400(N)    068 35 29.04300(W) AD(       ) 3
 PE1961
 PE1961.Superseded values are not recommended for survey control.
 PE1961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1961.See file dsdata.txt to determine how the superseded data were derived.
 PE1961
 PE1961_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK3256120165(NAD 83)
 PE1961_MARKER: 57 = LOOKOUT TOWER
 PE1961_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE1961_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE1961+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2003
 PE1961
 PE1961  HISTORY     - Date     Condition        Report By
 PE1961  HISTORY     - 1956     FIRST OBSERVED   CGS
 PE1961  HISTORY     - 1983     GOOD             USPSQD
 PE1961  HISTORY     - 1983     GOOD             NOS
 PE1961  HISTORY     - 1989     GOOD             USPSQD
 PE1961  HISTORY     - 20031028 GOOD             USPSQD
 PE1961
 PE1961                          STATION DESCRIPTION
 PE1961
 PE1961'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (IRR)
 PE1961'THE STATION IS LOCATED ABOUT 13 MILES SOUTHWEST OF ELLSWORTH
 PE1961'ON THE SUMMIT OF THE VERY PROMINENT HILL KNOWN AS BLUE HILL
 PE1961'AND 1.5 MILES NORTH OF THE TOWN OF BLUE HILL, THE HILL IS ABOUT
 PE1961'940 FEET ABOVE SEA LEVEL.
 PE1961'
 PE1961'THE STATION IS THE CENTER OF THE TOP OF A FOREST SERVICE
 PE1961'LOOKOUT TOWER.  THE TOWER IS A SKELETON STEEL STRUCTURE
 PE1961'WITH HOUSE ATOP.  IT IS 70 FEET HIGH AND 52.540 FEET NORTHWEST
 PE1961'OF GROUND STATION BLUE HILL 1862.
 PE1961
 PE1961                          STATION RECOVERY (1983)
 PE1961
 PE1961'RECOVERY NOTE BY US POWER SQUADRON 1983 (ELG)
 PE1961'STATION RECOVERED GOOD.
 PE1961'
 PE1961'THE STATION WAS RECOVERED AS DESCRIBED.  THE TOWER IS MANNED BY THE
 PE1961'MAINE FOREST SERVICE AS NEEDED DURING THE SUMMER AND IS IN GOOD
 PE1961'CONDITION.
 PE1961
 PE1961                          STATION RECOVERY (1983)
 PE1961
 PE1961'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1983 (RST)
 PE1961'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 PE1961
 PE1961                          STATION RECOVERY (1989)
 PE1961
 PE1961'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELG)
 PE1961'RECOVERED IN GOOD CONDITION.
 PE1961
 PE1961                          STATION RECOVERY (2003)
 PE1961
 PE1961'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMW)
 PE1961'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1962 ***********************************************************************
 PE1962  DESIGNATION -  BLUE HILL RESET
 PE1962  PID         -  PE1962
 PE1962  STATE/COUNTY-  ME/HANCOCK
 PE1962  USGS QUAD   -  BLUE HILL (1981)
 PE1962
 PE1962                         *CURRENT SURVEY CONTROL
 PE1962  ___________________________________________________________________
 PE1962* NAD 83(1996)-  44 26 02.40878(N)    068 35 26.46994(W)     ADJUSTED  
 PE1962* NAVD 88     -       281.0    (meters)     922.     (feet)  VERTCON   
 PE1962  ___________________________________________________________________
 PE1962  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 PE1962  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 PE1962
 PE1962  HORZ ORDER  -  THIRD
 PE1962
 PE1962.The horizontal coordinates were established by classical geodetic methods
 PE1962.and adjusted by the National Geodetic Survey in March 1998..
 PE1962
 PE1962.The NAVD 88 height was computed by applying the VERTCON shift value to
 PE1962.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PE1962
 PE1962.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1962
 PE1962.The geoid height was determined by GEOID03.
 PE1962
 PE1962;                    North         East     Units Scale Factor Converg.
 PE1962;SPC ME E     -    85,256.627   292,780.365   MT  0.99990064   -0 03 48.6
 PE1962;UTM  19      - 4,920,159.837   532,576.226   MT  0.99961305   +0 17 11.6
 PE1962
 PE1962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1962!SPC ME E     -   0.99995983  x   0.99990064  =   0.99986047
 PE1962!UTM  19      -   0.99995983  x   0.99961305  =   0.99957289
 PE1962
 PE1962|---------------------------------------------------------------------|
 PE1962| PID    Reference Object                     Distance      Geod. Az  |
 PE1962|                                                           dddmmss.s |
 PE1962| CE7791 BLUE HILL RM 1                        9.350 METERS 06715     |
 PE1962| CE7792 BLUE HILL RM 2                       12.155 METERS 13437     |
 PE1962| PE1985 LITTLE BALL                         APPROX.13.6 KM 2962845.6 |
 PE1962|---------------------------------------------------------------------|
 PE1962
 PE1962                          SUPERSEDED SURVEY CONTROL
 PE1962
 PE1962  NAD 83(1992)-  44 26 02.40238(N)    068 35 26.44049(W) AD(       ) 3
 PE1962  NAD 83(1986)-  44 26 02.40233(N)    068 35 26.44307(W) AD(       ) 3
 PE1962  NAD 27      -  44 26 02.12300(N)    068 35 28.35500(W) AD(       ) 3
 PE1962  NGVD 29 (07/19/86)  281.2    (m)          923.     (f) VERT ANG       
 PE1962
 PE1962.Superseded values are not recommended for survey control.
 PE1962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1962.See file dsdata.txt to determine how the superseded data were derived.
 PE1962
 PE1962_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK3257620160(NAD 83)
 PE1962_MARKER: H = DRILL HOLE
 PE1962_SETTING: 66 = SET IN ROCK OUTCROP
 PE1962
 PE1962  HISTORY     - Date     Condition        Report By
 PE1962  HISTORY     - 1862     MONUMENTED       CGS
 PE1962  HISTORY     - 1930     MARK NOT FOUND   MEGS
 PE1962  HISTORY     - 1933     SEE DESCRIPTION  MEGS
 PE1962  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE1962  HISTORY     - 1944     GOOD             CGS
 PE1962  HISTORY     - 1953     GOOD             CGS
 PE1962  HISTORY     - 1956     GOOD             CGS
 PE1962  HISTORY     - 1958     GOOD             CGS
 PE1962  HISTORY     - 1960     GOOD             CGS
 PE1962  HISTORY     - 1983     GOOD             USPSQD
 PE1962  HISTORY     - 1989     GOOD             USPSQD
 PE1962
 PE1962                          STATION DESCRIPTION
 PE1962
 PE1962'DESCRIBED BY COAST AND GEODETIC SURVEY 1862 (COB)
 PE1962'ON THE HIGH HILL OF THAT NAME ON THE W SIDE OF BLUE HILL BAY,
 PE1962'ABOUT 4 MILES NW BY N OF WOODS POINT, AND 1-1/2 MILES N BY E OF
 PE1962'THE VILLAGE OF BLUE HILL.
 PE1962'
 PE1962'THE STATION IS ON THE SUMMIT AND COMMANDS AN EXTENSIVE VIEW
 PE1962'IN ALL DIRECTIONS, ITS ELEVATION BEING OVER 940 FEET.
 PE1962'
 PE1962'IT IS MARKED BY A DRILLED HOLE IN A ROCK.
 PE1962
 PE1962                          STATION RECOVERY (1930)
 PE1962
 PE1962'RECOVERY NOTE BY MAINE GEODETIC SURVEY 1930
 PE1962'I VISITED THIS HILL ON JULY 28, 1930, BUT FAILED TO FIND THE
 PE1962'STATION MARK.  THERE WAS A LARGE PILE OF STONES, PERHAPS TEN OR
 PE1962'FIFTEEN FEET IN DIAMETER AT THE BASE, WHICH MAY HAVE BEEN OVER
 PE1962'THE STATION, BUT I HAD NO MEANS OF DETERMINING THAT.  THE SUMMIT
 PE1962'IS MORE OR LESS WOODED, WITH A LIMITED VIEW.
 PE1962
 PE1962                          STATION RECOVERY (1933)
 PE1962
 PE1962'RECOVERY NOTE BY MAINE GEODETIC SURVEY 1933
 PE1962'WHEN I VISITED THE HILL IN 1930 I FOUND AT THE SUMMIT A PILE OF
 PE1962'STONES, ABOUT 15 FEET IN DIAMETER, AND I THOUGHT THAT THE
 PE1962'STATION MIGHT BE UNDER IT.  I MADE TWO VISITS TO THE HILL DURING
 PE1962'THE SUMMER OF 1933 AND REMOVED THE STONES FROM THE CENTRAL PART
 PE1962'OF THE PILE, EXPOSING SEVERAL SQUARE FEET OF THE LEDGE, BUT I
 PE1962'FAILED TO FIND ANY DRILL HOLE.  I DID FIND AN OLD STAKE, ABOUT
 PE1962'2-1/2 FEET LONG, BURIED IN A VERTICAL POSITION AMONG THE ROCKS,
 PE1962'THE STAKE APPEARING TO HAVE BEEN MADE FROM THE TOP OF A SMALL
 PE1962'SPRUCE TREE.  UNDER THE STAKE WAS A CREVICE OR HOLE IN THE
 PE1962'LEDGE SEVERAL INCHES DEEP AND FILLED WITH DIRT, BROKEN GLASS,
 PE1962'ETC.  IT MAY BE POSSIBLE THAT A PIECE OF THE LEDGE, PERHAPS
 PE1962'CONTAINING THE DRILL HOLE, MAY HAVE BEEN BROKEN OFF.  NO
 PE1962'CONCLUSIONS SHOULD BE REACHED, HOWEVER, AS TO THE EXISTENCE OF
 PE1962'THE STATION MARK, WITHOUT REMOVING THE REMAINING STONES AND
 PE1962'MAKING A CAREFUL SEARCH.  I FOUND TWO RATHER SHALLOW DRILL
 PE1962'HOLES, EACH ABOUT 20 FEET FROM THE CENTER OF THE PILE, TO THE E
 PE1962'AND S RESPECTIVELY, AND SOMEWHAT LOWER, AND THESE MAY BE
 PE1962'REFERENCE MARKS, ALTHOUGH NONE ARE MENTIONED IN THE
 PE1962'ORIGINAL DESCRIPTION.  THEY MAY ALSO HAVE SERVED TO ANCHOR A
 PE1962'SIGNAL STRUCTURE.
 PE1962'
 PE1962'THERE ARE SEVERAL OTHER LEDGES ON THE SUMMIT AND I EXAMINED
 PE1962'THEM WITHOUT FINDING ANY DRILL HOLES OR OTHER MARKS.  VIEW OPEN
 PE1962'TO S BUT OBSTRUCTED BY TREES TO N.
 PE1962'
 PE1962'THE STATION MAY BE REACHED FROM A ROAD WHICH SKIRTS THE
 PE1962'SOUTHERLY SIDE OF THE HILL AND WHICH RUNS FROM HIGHWAY 106,
 PE1962'OPPOSITE THE BLUE HILL FAIR GROUNDS, NE OF THE VILLAGE OF BLUE
 PE1962'HILL, TO THE SAME HIGHWAY 106 NNW OF THE VILLAGE.  AT A POINT
 PE1962'ABOUT 0.85 MILE FROM THE EASTERN END AND ABOUT 0.45 MILE FROM
 PE1962'THE WESTERN END OF THE ROAD A TRAIL LEADS TO THE SUMMIT.  THE
 PE1962'ENTRANCE IS SOMEWHAT OBSCURE BUT THE TRAIL IS EASY TO FOLLOW
 PE1962'WHEN FOUND AND THE ASCENT CAN BE MADE COMFORTABLY IN LESS THAN
 PE1962'HALF AN HOUR.
 PE1962
 PE1962                          STATION RECOVERY (1934)
 PE1962
 PE1962'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1962'ON THE SUMMIT OF THE VERY PROMINENT HILL KNOWN AS BLUE HILL
 PE1962'(ELEVATION 940 FEET) WHICH LIES ON THE W SIDE OF BLUE HILL BAY
 PE1962'AND ABOUT 1-1/2 MILES N OF THE TOWN OF BLUE HILL.
 PE1962'
 PE1962'THE STATION IS MARKED BY A STANDARD BRONZE DISK WEDGED IN A
 PE1962'DRILL HOLE IN OUTCROPPING BEDROCK, AND IS ON THE EASTERNMOST OF
 PE1962'THE TWO FLAT LEDGES WHICH FORM THE SUMMIT OF THE HILL AND ABOUT
 PE1962'THE CENTER OF THE LEDGE.
 PE1962'
 PE1962'REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL HOLES
 PE1962'IN OUTCROPPING BEDROCK, AND ARE S OF W AND NW OF THE STATION
 PE1962'RESPECTIVELY.
 PE1962'
 PE1962'A VERY CONFUSING FEATURE AT THE TIME OF THIS RECOVERY WAS A
 PE1962'PROMINENT MOUND OF ROCKS ON THE WESTERNMOST LEDGE WHICH LED TO
 PE1962'THE BELIEF THAT THE STATION WAS AT THAT POINT.  THIS MOUND IS
 PE1962'NOW SOMEWHAT SCATTERED BUT IS STILL VERY APPARENT.
 PE1962'
 PE1962'TO REACH THE STATION FROM THE TOWN OF BLUE HILL, GO N ABOUT
 PE1962'1-1/2 MILES ON HIGHWAY 15 TO THE NORTHERN EDGE OF THE FAIR
 PE1962'GROUNDS.  TURN LEFT W ON GRAVEL ROAD AND FOLLOW 0.8 MILE TO A
 PE1962'POINT 50 FEET E OF TELEPHONE POLE NO. 3-33.  FROM HERE FOLLOW
 PE1962'THE TRAIL N ACROSS THE MEADOW TO WHERE IT ENTERS A VALLEY IN
 PE1962'THE HILL.  FROM HERE THE TRAIL LEADS TO THE SUMMIT ABOUT 3/4
 PE1962'MILE.
 PE1962'
 PE1962'A 20-FOOT TRIPOD AND SCAFFOLD OF NATIVE TIMBER WAS BUILT OVER
 PE1962'THE STATION AND ROCKS WERE PILED AROUND THE LEGS FOR ANCHORAGE.
 PE1962
 PE1962                          STATION RECOVERY (1944)
 PE1962
 PE1962'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1962'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  DISTANCE
 PE1962'TO REFERENCES MEASURED AND CHECKED.  DESCRIPTION ADEQUATE EXCEPT
 PE1962'IN ROUTING.  TELEPHONE POLE 3-33 HAS APPARENTLY BEEN RENUMBERED
 PE1962'AND ROUTING SHOULD BE CHANGED AS FOLLOWS--TO A POINT ABOUT 75
 PE1962'METERS E OF SMALL WOODEN CULVERT WHERE DRAIN CROSSES ROAD, AND
 PE1962'WHERE FARM BUILDINGS ARE ON S SIDE OF ROAD.  FROM HERE FOLLOW
 PE1962'OLD ROAD N ACROSS THE MEADOW AND TRAIL UP SIDE OF HILL TO
 PE1962'STATION.
 PE1962
 PE1962                          STATION RECOVERY (1953)
 PE1962
 PE1962'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (FBQ)
 PE1962'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1934.  CREST
 PE1962'OF THE HILL IS NOW MARKED BY A U.S. FOREST SERVICE LOOKOUT TOWER
 PE1962'WHICH IS 53 FT. NW OF THE STATION.  THERE IS NOW A JEEP ROAD
 PE1962'FOLLOWING THE OLD TRAIL TO THE CREST.
 PE1962
 PE1962                          STATION RECOVERY (1956)
 PE1962
 PE1962'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 PE1962'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 PE1962'GOOD CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE
 PE1962'VERIFIED.  THE 1934 RECOVERY NOTE BY K.G.C. IS ADEQUATE WITH
 PE1962'THE FOLLOWING EXCEPTIONS AND ADDITIONS--
 PE1962'
 PE1962'THE STATION MARK IS STAMPED BLUE HILL 1862 1934.  THE REFERENCE
 PE1962'MARKS ARE STAMPED BLUE HILL 1862 1934 NO 1 AND NO 2, RESPECTIVELY.
 PE1962'
 PE1962'THE TELEPHONE POLE HAS NO NUMBER.  THE STATION CAN BEST BE
 PE1962'REACHED BY FOLLOWING THE TRAIL AS DESCRIBED IN THE 1934 RECOVERY
 PE1962'NOTE.  THERE IS, HOWEVER, AN OLD JEEP ROAD LEADING TO THE
 PE1962'SUMMIT.  A FOREST SERVICE LOOKOUT TOWER IS 52.54 FT. NW OF THE
 PE1962'STATION.  THIS TOWER WAS LOCATED BY THIRD-ORDER TRIANGULATION
 PE1962'METHODS IN 1956.
 PE1962
 PE1962                          STATION RECOVERY (1958)
 PE1962
 PE1962'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CFM)
 PE1962'STATION MARK AND REFERENCE MARKS RECOVERED AS DESCRIBED AND
 PE1962'IN GOOD CONDITION.
 PE1962'
 PE1962'BLUE HILL FIRE TOWER LOCATED N.W. OF STATION BLUE HILL WAS
 PE1962'ESTABLISHED BY C.F. MERRIAM AS FOLLOWS--
 PE1962'
 PE1962'DISTANCE FROM STATION BLUE HILL TO EAST LEG OF TOWER IS 41.14
 PE1962'FEET.  DISTANCE FROM R.M. 1 TO EAST LEG OF TOWER IS 24.47
 PE1962'FEET.  DISTANCE FROM R.M. 1 TO SOUTH LEG OF TOWER IS 24.06
 PE1962'FEET.  DISTANCE FROM R.M. 2 TO NORTH LEG OF TOWER IS 25.81 FEET.
 PE1962'
 PE1962'OFFICE NOTE--BLUE HILL FIRE TOWER WAS LOCATED BY TRAVERSE IN
 PE1962'1956 BY I.R.R.
 PE1962
 PE1962                          STATION RECOVERY (1960)
 PE1962
 PE1962'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HRL)
 PE1962'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND
 PE1962'TO BE IN GOOD CONDITION.  THE PREVIOUS DESCRIPTION IS ADEQUATE
 PE1962'WITH THE FOLLOWING CHANGES--
 PE1962'
 PE1962'THE ROUTE 15 MENTIONED IS NOW STATE HIGHWAY 172 AND THE GRAVEL
 PE1962'ROAD HAS BEEN PAVED.
 PE1962'
 PE1962'BECAUSE OF THE DIFFICULTY OF TRANSPORTING A STEEL TOWER UP TO
 PE1962'THE STATION A NEW REFERENCE MARK (NO. 3) WAS SET UNDER THE LOOKOUT
 PE1962'TOWER OF THE MAINE FOREST SERVICE, A FOUR FOOT WOODEN STAND
 PE1962'BUILT INSIDE THE TOWER AND THE REFERENCE MARK OCCUPIED.
 PE1962'
 PE1962'REFERENCE MARK NO 3 IS 6 FEET SOUTH OF THE NORTH LEG OF THE
 PE1962'TOWER AND 7 FEET NORTH OF THE NORTH EDGE OF THE STAIRS.  THE
 PE1962'DISTANCE TO THE STATION BLUE HILL WAS TRAVERSED AND FOUND TO
 PE1962'BE 16.566 METERS
 PE1962
 PE1962                          STATION RECOVERY (1983)
 PE1962
 PE1962'RECOVERY NOTE BY US POWER SQUADRON 1983 (ELG)
 PE1962'BLUE HILL 1862 1934 BLUE HILL NO 1 1862 1934 BLUE HILL NO 2 1862
 PE1962'1934 RECOVERED GOOD.
 PE1962'
 PE1962'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND
 PE1962'FOUND TO BE IN GOOD CONDITION.
 PE1962
 PE1962                          STATION RECOVERY (1989)
 PE1962
 PE1962'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELG)
 PE1962'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1963 ***********************************************************************
 PE1963  DESIGNATION -  BLUE HILL RM 3
 PE1963  PID         -  PE1963
 PE1963  STATE/COUNTY-  ME/HANCOCK
 PE1963  USGS QUAD   -  BLUE HILL (1981)
 PE1963
 PE1963                         *CURRENT SURVEY CONTROL
 PE1963  ___________________________________________________________________
 PE1963* NAD 83(1996)-  44 26 02.61772(N)    068 35 27.15991(W)     ADJUSTED  
 PE1963* NAVD 88     -       284.0    (meters)     932.     (feet)  VERTCON   
 PE1963  ___________________________________________________________________
 PE1963  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 PE1963  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 PE1963
 PE1963  HORZ ORDER  -  SECOND
 PE1963
 PE1963.The horizontal coordinates were established by classical geodetic methods
 PE1963.and adjusted by the National Geodetic Survey in March 1998..
 PE1963
 PE1963.The NAVD 88 height was computed by applying the VERTCON shift value to
 PE1963.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PE1963
 PE1963.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1963
 PE1963.The geoid height was determined by GEOID03.
 PE1963
 PE1963;                    North         East     Units Scale Factor Converg.
 PE1963;SPC ME E     -    85,263.092   292,765.114   MT  0.99990064   -0 03 49.0
 PE1963;UTM  19      - 4,920,166.207   532,560.940   MT  0.99961304   +0 17 11.1
 PE1963
 PE1963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1963!SPC ME E     -   0.99995936  x   0.99990064  =   0.99986000
 PE1963!UTM  19      -   0.99995936  x   0.99961304  =   0.99957241
 PE1963
 PE1963:                Primary Azimuth Mark                     Grid Az
 PE1963:SPC ME E     -  ELLSWORTH STANDPIPE                      044 21 43.2
 PE1963:UTM  19      -  ELLSWORTH STANDPIPE                      044 00 43.1
 PE1963
 PE1963|---------------------------------------------------------------------|
 PE1963| PID    Reference Object                     Distance      Geod. Az  |
 PE1963|                                                           dddmmss.s |
 PE1963| PE1747 ELLSWORTH STANDPIPE                 APPROX.18.8 KM 0441754.2 |
 PE1963| PE1721 MARTINS RIDGE ATT RELAY TWR         APPROX.40.6 KM 0550437.0 |
 PE1963| CE7792 BLUE HILL RM 2                        8.740 METERS 06726     |
 PE1963| PE1962 BLUE HILL RESET                      16.567 METERS 11255     |
 PE1963| CE7791 BLUE HILL RM 1                       10.635 METERS 14431     |
 PE1963|---------------------------------------------------------------------|
 PE1963
 PE1963                          SUPERSEDED SURVEY CONTROL
 PE1963
 PE1963  NAD 83(1992)-  44 26 02.61131(N)    068 35 27.13044(W) AD(       ) 2
 PE1963  NAD 83(1986)-  44 26 02.61128(N)    068 35 27.13308(W) AD(       ) 2
 PE1963  NAD 27      -  44 26 02.33161(N)    068 35 29.04393(W) AD(       ) 2
 PE1963  NGVD 29 (07/19/86)  284.2    (m)          932.     (f) VERT ANG       
 PE1963
 PE1963.Superseded values are not recommended for survey control.
 PE1963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1963.See file dsdata.txt to determine how the superseded data were derived.
 PE1963
 PE1963_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK3256120166(NAD 83)
 PE1963_MARKER: DR = REFERENCE MARK DISK
 PE1963_SETTING: 66 = SET IN ROCK OUTCROP
 PE1963
 PE1963  HISTORY     - Date     Condition        Report By
 PE1963  HISTORY     - 1960     MONUMENTED       CGS
 PE1963  HISTORY     - 1983     GOOD             USPSQD
 PE1963  HISTORY     - 1989     GOOD             USPSQD
 PE1963
 PE1963                          STATION DESCRIPTION
 PE1963
 PE1963'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HRL)
 PE1963'STATION IS LOCATED ON THE SUMMIT OF BLUE HILL WHICH IS ABOUT
 PE1963'11-1/2 MILES SOUTHWEST OF ELLSWORTH.  STATION, A STANDARD DISK
 PE1963'CEMENTED IN A DRILLHOLE IN SOLID ROCK AND STAMPED BLUE HILL
 PE1963'NO 3 1862 1934 IS SET UNDER THE MAINE FOREST SERVICE LOOKOUT
 PE1963'TOWER, 6 FEET SOUTH OF THE NORTH LEG OF LOOKOUT TOWER AND 7 FEET
 PE1963'NORTH OF THE NORTH EDGE OF STAIRWAY.
 PE1963'
 PE1963'TO REACH FROM THE POST OFFICE IN BLUE HILL, GO NORTH ON STATE
 PE1963'HIGHWAY NO. 172 FOR 1.5 MILES TO NORTH EDGE OF FAIR GROUNDS AND
 PE1963'A SIDE ROAD LEFT.  TURN LEFT AND GO WEST FOR 0.7 MILE TO A WIDE
 PE1963'TRAIL ON RIGHT AND END OF TRUCK TRAVEL.  PACK NORTHERLY ON TRAIL
 PE1963'FOR ABOUT 35 MINUTES TO LOOKOUT TOWER AT TOP OF HILL AND
 PE1963'STATION AS DESCRIBED.
 PE1963'
 PE1963'STATION BLUE HILL 1862 AND REFERENCE MARKS NO. 1 AND 2 WERE
 PE1963'RECOVERED AS DESCRIBED IN 1934 DESCRIPTIONS AND FOUND IN
 PE1963'GOOD CONDITION.
 PE1963'
 PE1963'A TRAVERSE CONNECTION WAS MADE TO BLUE HILL 1862 AND THE
 PE1963'DISTANCE IS SHOWN ABOVE.
 PE1963'
 PE1963'HEIGHT OF STAND ABOVE STATION MARK 13.35 METERS.
 PE1963
 PE1963                          STATION RECOVERY (1983)
 PE1963
 PE1963'RECOVERY NOTE BY US POWER SQUADRON 1983 (ELG)
 PE1963'BLUE HILL NO 3 1862 1934 RECOVERED GOOD.
 PE1963'
 PE1963'THIS RM WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 PE1963
 PE1963                          STATION RECOVERY (1989)
 PE1963
 PE1963'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELG)
 PE1963'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1870 ***********************************************************************
 OC1870  DESIGNATION -  BLUE POINT HILL 2
 OC1870  PID         -  OC1870
 OC1870  STATE/COUNTY-  ME/CUMBERLAND
 OC1870  USGS QUAD   -  PROUTS NECK (1978)
 OC1870
 OC1870                         *CURRENT SURVEY CONTROL
 OC1870  ___________________________________________________________________
 OC1870* NAD 83(1996)-  43 33 09.67014(N)    070 21 33.90363(W)     ADJUSTED  
 OC1870* NAVD 88     -        43.     (meters)     141.     (feet)  SCALED    
 OC1870  ___________________________________________________________________
 OC1870  LAPLACE CORR-           3.56  (seconds)                    DEFLEC99
 OC1870  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 OC1870
 OC1870  HORZ ORDER  -  SECOND
 OC1870
 OC1870.The horizontal coordinates were established by classical geodetic methods
 OC1870.and adjusted by the National Geodetic Survey in March 1998..
 OC1870
 OC1870.The orthometric height was scaled from a topographic map.
 OC1870
 OC1870.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1870
 OC1870.The geoid height was determined by GEOID03.
 OC1870
 OC1870;                    North         East     Units Scale Factor Converg.
 OC1870;SPC ME W     -    79,932.966   884,425.018   MT  0.99996965   -0 07 58.1
 OC1870;UTM  19      - 4,823,090.268   390,193.863   MT  0.99974831   -0 56 12.3
 OC1870
 OC1870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1870!SPC ME W     -   0.99999740  x   0.99996965  =   0.99996705
 OC1870!UTM  19      -   0.99999740  x   0.99974831  =   0.99974571
 OC1870
 OC1870:                Primary Azimuth Mark                     Grid Az
 OC1870:SPC ME W     -  SCARBORO GREEN STANDPIPE                 023 50 05.2
 OC1870:UTM  19      -  SCARBORO GREEN STANDPIPE                 024 38 19.4
 OC1870
 OC1870|---------------------------------------------------------------------|
 OC1870| PID    Reference Object                     Distance      Geod. Az  |
 OC1870|                                                           dddmmss.s |
 OC1870| OC1899 SCARBORO GREEN STANDPIPE            APPROX. 4.6 KM 0234207.1 |
 OC1870| OC1887 PLEASANT HILL SCHOOL                APPROX. 6.4 KM 0634033.4 |
 OC1870| OC1894 BLUE PT HILL CONG CHURCH SPIRE      308.529 METERS 12849     |
 OC1870| CE7237 BLUE POINT HILL 2 AZ MK             307.668 METERS 13048     |
 OC1870| CE7238 BLUE POINT HILL 2 RM 1               17.970 METERS 13313     |
 OC1870| OC2063 HOOPER                              APPROX.15.7 KM 2402822.9 |
 OC1870| OC1872 BLUE POINT HILL RESET                 4.138 METERS 24536     |
 OC1870| CE7239 BLUE POINT HILL 2 RM 2               20.274 METERS 26020     |
 OC1870| OC1919 WEST SCARBORO STANDPIPE             APPROX. 3.1 KM 3052117.1 |
 OC1870|---------------------------------------------------------------------|
 OC1870
 OC1870                          SUPERSEDED SURVEY CONTROL
 OC1870
 OC1870  NAD 83(1992)-  43 33 09.66864(N)    070 21 33.90477(W) AD(       ) 2
 OC1870  NAD 83(1986)-  43 33 09.67467(N)    070 21 33.91038(W) AD(       ) 2
 OC1870  NAD 27      -  43 33 09.37000(N)    070 21 35.73500(W) AD(       ) 2
 OC1870
 OC1870.Superseded values are not recommended for survey control.
 OC1870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1870.See file dsdata.txt to determine how the superseded data were derived.
 OC1870
 OC1870_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9019423090(NAD 83)
 OC1870_MARKER: DS = TRIANGULATION STATION DISK
 OC1870_SETTING: 66 = SET IN ROCK OUTCROP
 OC1870
 OC1870  HISTORY     - Date     Condition        Report By
 OC1870  HISTORY     - 1943     MONUMENTED       CGS
 OC1870  HISTORY     - 1976     GOOD             CGS
 OC1870  HISTORY     - 1978     GOOD             NGS
 OC1870  HISTORY     - 1978     GOOD             NGS
 OC1870
 OC1870                          STATION DESCRIPTION
 OC1870
 OC1870'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 OC1870'THE STATION IS LOCATED ABOUT 2.0 MI. SE OF SCARBORO, 1.0 MI. NW
 OC1870'OF PINE POINT, IN THE SMALL SETTLEMENT OF BLUE POINT HILL, ON A
 OC1870'PROMINENT WOODED HILL, AND ON LAND OWNED AND OCCUPIED BY AMBROC
 OC1870'LOTHROP, WHO LIVES 0.1 MI. E OF THE STATION.  IT IS IN THE E END
 OC1870'OF A BEDROCK RIDGE, 24.5 FT. NE OF A TRIANGULAR-BLAZED 12-IN.
 OC1870'PINE TREE.  IT IS A STANDARD STATION DISK, STAMPED BLUE PT HILL 2
 OC1870'1943 AND SET IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH
 OC1870'THE ROCK SURFACE.
 OC1870'
 OC1870'THE AZIMUTH MARK IS ABOUT 0.3 MI. SE OF THE STATION, 25 FT. E OF
 OC1870'THE CENTER OF STATE ROUTE 9, 25 FT. SW OF THE FRONT ENTRANCE TO
 OC1870'THE BLUE POINT CONGREGATIONAL CHURCH, AND 1 FT. N OF A BOARD
 OC1870'FENCE.  IT IS A STANDARD AZIMUTH MARK DISK, STAMPED BLUE PT
 OC1870'HILL 2 1943 AND SET IN CONCRETE PROJECTING 6 IN.
 OC1870'
 OC1870'REFERENCE MARK 1 IS S-SE OF THE STATION.  IT IS A STANDARD
 OC1870'REFERENCE-MARK DISK, STAMPED BLUE PT HILL 2 1943 AND SET IN
 OC1870'BEDROCK ON THE S SLOPE OF THE HILL FLUSH WITH THE ROCK SURFACE.
 OC1870'
 OC1870'REFERENCE MARK 2 IS W OF THE STATION, 6 FT. NE OF A
 OC1870'TRIANGULAR-BLAZED 6-IN. OAK TREE.  IT IS A STANDARD REFERENCE-MARK
 OC1870'DISK, STAMPED BLUE PT HILL 2 1943 AND SET IN BEDROCK FLUSH WITH
 OC1870'THE ROCK SURFACE.
 OC1870'
 OC1870'TO REACH THE AZIMUTH MARK FROM THE STATION, GO E TO STATE ROUTE
 OC1870'9, TURN RIGHT AND GO S FOR 0.25 MI. TO THE BLUE POINT CHURCH
 OC1870'ON THE LEFT AND THE MARK AS DESCRIBED.
 OC1870'
 OC1870'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 AND
 OC1870'STATE ROUTE 9 AT THE CAUTION LIGHT IN SCARBORO, GO S ON STATE
 OC1870'ROUTE 9 FOR 2.0 MI. TO A GREY-PAINTED HOUSE ON THE RIGHT AT THE
 OC1870'TOP OF THE HILL, TURN RIGHT INTO THE DRIVEWAY AND FOLLOW A DIM
 OC1870'ROAD W FOR 0.15 MI. TO THE TOP OF THE RIDGE AND THE STATION AS
 OC1870'DESCRIBED.
 OC1870'
 OC1870'OBSERVATIONS MADE FROM A 64-FT. TOWER.
 OC1870'
 OC1870'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 OC1870
 OC1870                          STATION RECOVERY (1976)
 OC1870
 OC1870'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1976 (JLO)
 OC1870'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND
 OC1870'TO BE IN GOOD CONDITION AS DESCRIBED BY P.L.B. IN 1943.
 OC1870'
 OC1870'A THOROUGH SEARCH FOR THE AZIMUTH MARK WAS MADE AT THIS TIME, BUT
 OC1870'IT WAS NOT RECOVERED.  IT IS PRESUMED DESTROYED BY ROAD CONSTRUCTION
 OC1870'IN THE AREA.  NO SUITABLE LOCATION WAS FOUND TO RESET A NEW AZIMUTH
 OC1870'MARK AT THIS TIME.
 OC1870'
 OC1870'A SHORTER DISTANCE WAS MEASURED TO BOTH REFERENCE MARKS BY .007
 OC1870'METERS AND THE DIRECTION BETWEEN THE TWO REFERENCE MARKS DID NOT
 OC1870'AGREE BY 2 MINUTES AND 34 SECONDS.
 OC1870'
 OC1870'DUE TO CHANGES IN THE AREA, A NEW AND COMPLETE DESCRIPTION FOR THE
 OC1870'STATION FOLLOWS.
 OC1870'
 OC1870'THE STATION IS LOCATED NEXT TO A WATER TANK ON THE HIGH PART OF A
 OC1870'HILL, KNOWN LOCALLY AS BLUE POINT HILL.  IT IS 150 FEET NOWTHWEST OF
 OC1870'A WATER TANK, 2.0 MILES SOUTHEAST OF WEST SCARBORO, 1.2 MILES NW
 OC1870'OF PINE POINT AND ON LAND OWNED BY MR. HAROLD SNOW, 230 PINE POINT
 OC1870'ROAD, SCARBORO, MAINE, TELEPHONE 1-207-883-2585.
 OC1870'
 OC1870'TO REACH THE STATION FROM THE JUNCTION OF U.S. ROUTE 1 AND STATE
 OC1870'ROUTE 9 AT A TRAFFIC LIGHT IN WEST SCARBORO, GO SOUTHERLY ON STATE
 OC1870'ROUTE 9 FOR 2.0 MILES TO A WATER TANK ON THE RIGHT AND A DIM TRACK
 OC1870'ROAD ACROSS A FIELD ON THE RIGHT.  TURN RIGHT AND FOLLOW THIS TRACK
 OC1870'ROAD FOR 250 FEET MORE OR LESS TO THE TANK.  FROM HERE, GO WESTERLY
 OC1870'FOR ABOUT 200 FEET TO THE TOP OF THE HILL AND THE STATION.
 OC1870'
 OC1870'THE STATION IS A STANDARD DISK STAMPED BLUE PT HILL 2 1943, CEMENTED
 OC1870'IN A DRILL HOLE IN OUTCROPPING BEDROCK AND IS FLUSH WITH THE GROUND
 OC1870'SURFACE.  IT IS 24.5 FEET NORTHEAST OF A 16-INCH TRIANGULAR BLAZED
 OC1870'PINE TREE.
 OC1870'
 OC1870'REFERENCE MARK 1, A STANDARD DISK STAMPED BLUE PT HILL 2 NO 1
 OC1870'1943, IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK ON THE SOUTH
 OC1870'SIDE OF THE HILL ALONG THE EDGE OF A DIM TRAIL, AND FLUSH WITH THE
 OC1870'GROUND SURFACE.
 OC1870'
 OC1870'REFERENCE MARK 2, A STANDARD DISK STAMPED BLUE PT HILL 2 NO 2
 OC1870'1943, IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK ALONG A DIM
 OC1870'TRAIL FLUSH WITH THE GROUND SURFACE.  IT IS 6 FEET NE OF A 9-INCH
 OC1870'OAK TREE.
 OC1870'
 OC1870'AT THIS TIME, BLUE POINT HILL 1850 WAS RECOVERED AS A DRILL HOLE
 OC1870'IN OUTCROPPING BEDROCK.  A NEW STANDARD DISK WAS CEMENTED IN THIS
 OC1870'DRILL HOLE AND WAS STAMPED BLUE POINT HILL 1850-1976.  A DISTANCE
 OC1870'AND DIRECTION WAS TAKEN TO THIS POINT AT THIS TIME.
 OC1870
 OC1870                          STATION RECOVERY (1978)
 OC1870
 OC1870'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 OC1870'THE STATION MARK, BLUE POINT HILL 1850 1976, REFERENCE MARKS 1
 OC1870'AND 2 AND THE AZIMUTH MARK WERE RECOVERED.  THE STATION WAS VISITED
 OC1870'TO DO A TRAVERSE MEASUREMENT BETWEEN THE TWO STATIONS AND TO DO
 OC1870'A POLARIS OBSERVATION.  THE AZIMUTH MARK WAS NOT RECOVERED IN
 OC1870'1976.  IT IS NOT VISIBLE FROM THE GROUND AND COULD NOT BE USED AT
 OC1870'THIS TIME.  THE 1976 DIRECTIONS AND DISTANCES CHECKED.  A NEW
 OC1870'DESCRIPTION FOLLOWS.
 OC1870'
 OC1870'THE STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF WEST SCARBORO,
 OC1870'1 MILE NORTHWEST OF PINE POINT, ON BLUE POINT HILL AND JUST
 OC1870'NORTHWEST OF A LARGE WATER TANK.  THE PROPERTY IS OWNED BY MR.
 OC1870'HAROLD SNOW, 230 PINE POINT ROAD, SCARBORO, MAINE.  TELEPHONE 1
 OC1870'(207) 883-2585.
 OC1870'
 OC1870'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 1 AND
 OC1870'STATE ROUTE 9 IN WEST SCARBORO, GO SOUTHEAST ON ROUTE 9 FOR 2.0
 OC1870'MILES TO A TRACK ROAD ON THE RIGHT (TO REACH THE AZIMUTH MARK
 OC1870'FROM THIS POINT, GO SOUTH ON ROUTE 9 FOR 0.15 MILE TO THE MARK
 OC1870'ON THE LEFT).  TURN RIGHT AND GO WEST ON THE TRACK ROAD FOR 0.1
 OC1870'MILE TO THE WATER TANK AND THE END OF TRUCK TRAVEL.  PACK
 OC1870'NORTHWEST FOR ABOUT 150 FEET TO THE HIGH PART OF THE HILL
 OC1870'AND THE STATION.
 OC1870'
 OC1870'THE STATION MARK IS A STANDARD DISK STAMPED BLUE PT HILL 2 1943,
 OC1870'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH
 OC1870'WITH THE GROUND SURFACE.  IT IS 24.5 FEET NORTHEAST OF A 16-INCH
 OC1870'TRIANGULAR BLAZED PINE TREE.
 OC1870'
 OC1870'BLUE POINT HILL 1850 IS A STANDARD DISK STAMPED BLUE POINT HILL
 OC1870'1850 1976, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 OC1870'IS FLUSH WITH THE GROUND SURFACE.  IT IS 18 FEET NORTH OF THE
 OC1870'16-INCH PINE TREE.
 OC1870'
 OC1870'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BLUE PT HILL 2 NO 1
 OC1870'1943, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS
 OC1870'FLUSH WITH THE GROUND SURFACE.  IT IS SET ALONG A DIM TRAIL.
 OC1870'
 OC1870'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BLUE PT HILL 2 NO 2
 OC1870'1943, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS
 OC1870'FLUSH WITH THE GROUND SURFACE.  IT IS 6 FEET NORTHEAST OF A
 OC1870'9-INCH OAK TREE.
 OC1870'
 OC1870'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BLUE PT HILL 2 1943,
 OC1870'SET IN THE TOP OF A CONCRETE MONUMENT THAT IS 3 INCHES
 OC1870'UNDERGROUND.  IT IS 68 FEET SOUTHEAST OF A FIRE HYDRANT, 31.5
 OC1870'FEET NORTH OF POWERLINE POLE NUMBER J83, 26 FEET EAST OF THE
 OC1870'CENTER OF ROUTE 9 AND 25 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 OC1870'OF OLD BLUE POINT POTTERY BUILDING.
 OC1870'
 OC1870'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES SOUTHEAST
 OC1870'OF WEST SCARBORO.
 OC1870
 OC1870                          STATION RECOVERY (1978)
 OC1870
 OC1870'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 OC1870'THE STATION WAS RECOVERED AS DESCRIBED BY J.L.O. IN 1976.
 OC1870'
 OC1870'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OC1870'2.0 MILES SOUTHEAST OF WEST SCARBORO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1872 ***********************************************************************
 OC1872  DESIGNATION -  BLUE POINT HILL RESET
 OC1872  PID         -  OC1872
 OC1872  STATE/COUNTY-  ME/CUMBERLAND
 OC1872  USGS QUAD   -  PROUTS NECK (1978)
 OC1872
 OC1872                         *CURRENT SURVEY CONTROL
 OC1872  ___________________________________________________________________
 OC1872* NAD 83(1996)-  43 33 09.61474(N)    070 21 34.07151(W)     ADJUSTED  
 OC1872* NAVD 88     -        43.     (meters)     141.     (feet)  SCALED    
 OC1872  ___________________________________________________________________
 OC1872  LAPLACE CORR-           3.56  (seconds)                    DEFLEC99
 OC1872  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 OC1872
 OC1872  HORZ ORDER  -  THIRD
 OC1872
 OC1872.The horizontal coordinates were established by classical geodetic methods
 OC1872.and adjusted by the National Geodetic Survey in March 1998..
 OC1872
 OC1872.The orthometric height was scaled from a topographic map.
 OC1872
 OC1872.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1872
 OC1872.The geoid height was determined by GEOID03.
 OC1872
 OC1872;                    North         East     Units Scale Factor Converg.
 OC1872;SPC ME W     -    79,931.265   884,421.246   MT  0.99996965   -0 07 58.2
 OC1872;UTM  19      - 4,823,088.620   390,190.068   MT  0.99974832   -0 56 12.5
 OC1872
 OC1872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1872!SPC ME W     -   0.99999740  x   0.99996965  =   0.99996705
 OC1872!UTM  19      -   0.99999740  x   0.99974832  =   0.99974572
 OC1872
 OC1872:                Primary Azimuth Mark                     Grid Az
 OC1872:SPC ME W     -  MAIN GEN HOSP HIGHEST ECC TWR            031 20 14.1
 OC1872:UTM  19      -  MAIN GEN HOSP HIGHEST ECC TWR            032 08 28.4
 OC1872
 OC1872|---------------------------------------------------------------------|
 OC1872| PID    Reference Object                     Distance      Geod. Az  |
 OC1872|                                                           dddmmss.s |
 OC1872| OC1805 MAIN GEN HOSP HIGHEST ECC TWR       APPROX.13.0 KM 0311215.9 |
 OC1872| OC1808 BENNETTS HOUSE                      APPROX.10.7 KM 0335254.2 |
 OC1872| OC1656 MUNJOY HILL OBSERVATORY             APPROX.15.4 KM 0353616.6 |
 OC1872| OC1878 SPURWINK CHURCH                     APPROX. 9.2 KM 0705713.3 |
 OC1872| OC1606 RICHMOND I DR CUMMINGS HSE CHY      APPROX. 9.7 KM 0952859.7 |
 OC1872| OC1609 WEST END OF BARN                    APPROX. 9.9 KM 0953536.3 |
 OC1872| OC1902 PROUT NECK LIBBY HOUSE CHIMNEY      APPROX. 3.9 KM 1255617.9 |
 OC1872| OC2002 POOL CUPOLA OF OLD WAREHOUSE        APPROX.11.8 KM 1781643.6 |
 OC1872| OC1999 MOUTH SACO RIVER BCN ON PIER        APPROX.10.1 KM 1845444.7 |
 OC1872| OC1916 STAPLES BOARDING HOUSE CHIMNEY      APPROX. 4.1 KM 2010728.0 |
 OC1872| OC1922 SACO ORTHODOX CHURCH SPIRE          APPROX. 8.9 KM 2292138.4 |
 OC1872| OC2045 BIDDEFORD ORTHODOX CH SPIRE         APPROX.10.5 KM 2295914.1 |
 OC1872| OC1896 SCOTTOWAY WATER HOUSE               APPROX. 4.0 KM 3480806.2 |
 OC1872|---------------------------------------------------------------------|
 OC1872
 OC1872                          SUPERSEDED SURVEY CONTROL
 OC1872
 OC1872  NAD 83(1992)-  43 33 09.61324(N)    070 21 34.07265(W) AD(       ) 3
 OC1872  NAD 83(1986)-  43 33 09.61928(N)    070 21 34.07825(W) AD(       ) 3
 OC1872  NAD 27      -  43 33 09.31653(N)    070 21 35.90410(W) AD(       ) 3
 OC1872
 OC1872.Superseded values are not recommended for survey control.
 OC1872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1872.See file dsdata.txt to determine how the superseded data were derived.
 OC1872
 OC1872_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9019023089(NAD 83)
 OC1872
 OC1872  HISTORY     - Date     Condition        Report By
 OC1872  HISTORY     - 1976     MONUMENTED       CGS
 OC1872  HISTORY     - 1978     GOOD             NGS
 OC1872
 OC1872                          STATION DESCRIPTION
 OC1872
 OC1872'DESCRIBED BY COAST AND GEODETIC SURVEY 1976 (JLO)
 OC1872'THE STATION, PRESUMED LOST IN 1912, WAS RECOVERED ON THIS DATE BY
 OC1872'J.L. OSWALD, AS A DRILL HOLE IN LEDGE 18 FEET NORTH OF A 16-INCH PINE
 OC1872'TREE.  A NEW DISK, STAMPED ---BLUE POINT HILL 1850-1976---, WAS
 OC1872'CEMENTED IN THE DRILL HOLE AT THIS TIME.
 OC1872'
 OC1872'THE STATION WAS CONNECTED TO STATION BLUE POINT HILL 2 1943 AT THIS
 OC1872'TIME, BY TRAVERSE DISTNACE AND ANGLE.
 OC1872'
 OC1872'SEE BLUE POINT HILL 2 1943 FOR DESCRIPTION TO REACH THIS STATION.
 OC1872
 OC1872                          STATION RECOVERY (1978)
 OC1872
 OC1872'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 OC1872'THE STATION WAS RECOVERED AS DESCRIBED BY J.L.O. IN 1976.
 OC1872'
 OC1872'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OC1872'2.0 MILES SOUTHEAST OF WEST SCARBORO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1895 ***********************************************************************
 OC1895  DESIGNATION -  BLUE POINT HILL SOUTH CHIMNEY
 OC1895  PID         -  OC1895
 OC1895  STATE/COUNTY-  ME/CUMBERLAND
 OC1895  USGS QUAD   -  PROUTS NECK (1978)
 OC1895
 OC1895                         *CURRENT SURVEY CONTROL
 OC1895  ___________________________________________________________________
 OC1895* NAD 83(1996)-  43 32 56.62877(N)    070 21 22.05346(W)     ADJUSTED  
 OC1895* NAVD 88     -                                                        
 OC1895  ___________________________________________________________________
 OC1895  LAPLACE CORR-           3.50  (seconds)                    DEFLEC99
 OC1895  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 OC1895
 OC1895  HORZ ORDER  -  THIRD
 OC1895
 OC1895.The horizontal coordinates were established by classical geodetic methods
 OC1895.and adjusted by the National Geodetic Survey in March 1998..
 OC1895
 OC1895
 OC1895.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1895
 OC1895.The geoid height was determined by GEOID03.
 OC1895
 OC1895;                    North         East     Units Scale Factor Converg.
 OC1895;SPC ME W     -    79,529.885   884,690.084   MT  0.99996955   -0 07 49.9
 OC1895;UTM  19      - 4,822,683.597   390,453.189   MT  0.99974761   -0 56 03.9
 OC1895
 OC1895                          SUPERSEDED SURVEY CONTROL
 OC1895
 OC1895  NAD 83(1992)-  43 32 56.62733(N)    070 21 22.05470(W) AD(       ) 4
 OC1895  NAD 83(1986)-  43 32 56.63345(N)    070 21 22.06045(W) AD(       ) 4
 OC1895  NAD 27      -  43 32 56.35000(N)    070 21 23.91000(W) AD(       ) 3
 OC1895
 OC1895.Superseded values are not recommended for survey control.
 OC1895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1895.See file dsdata.txt to determine how the superseded data were derived.
 OC1895
 OC1895_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9045322684(NAD 83)
 OC1895
 OC1895  HISTORY     - Date     Condition        Report By
 OC1895  HISTORY     - UNK      MONUMENTED
 OC1895  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OC1895
 OC1895                          STATION DESCRIPTION
 OC1895
 OC1895'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OC1895'FROM INFORMATION OF INMATES OF HOUSE, THE S CHIMNEY HAS BEEN TORN
 OC1895'DOWN.  IF THIS IS VERIFIED BY THE AIR MAPPING COMPILATION OFFICE
 OC1895'THE STATION SHOULD BE LISTED AS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1894 ***********************************************************************
 OC1894  DESIGNATION -  BLUE PT HILL CONG CHURCH SPIRE
 OC1894  PID         -  OC1894
 OC1894  STATE/COUNTY-  ME/CUMBERLAND
 OC1894  USGS QUAD   -  PROUTS NECK (1978)
 OC1894
 OC1894                         *CURRENT SURVEY CONTROL
 OC1894  ___________________________________________________________________
 OC1894* NAD 83(1996)-  43 33 03.40322(N)    070 21 23.19461(W)     ADJUSTED  
 OC1894* NAVD 88     -        43.     (meters)     141.     (feet)  SCALED    
 OC1894  ___________________________________________________________________
 OC1894  LAPLACE CORR-           3.52  (seconds)                    DEFLEC99
 OC1894  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 OC1894
 OC1894  HORZ ORDER  -  THIRD
 OC1894
 OC1894.The horizontal coordinates were established by classical geodetic methods
 OC1894.and adjusted by the National Geodetic Survey in March 1998..
 OC1894
 OC1894.The orthometric height was scaled from a topographic map.
 OC1894
 OC1894.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1894
 OC1894.The geoid height was determined by GEOID03.
 OC1894
 OC1894;                    North         East     Units Scale Factor Converg.
 OC1894;SPC ME W     -    79,739.010   884,664.946   MT  0.99996956   -0 07 50.7
 OC1894;UTM  19      - 4,822,893.007   390,430.993   MT  0.99974767   -0 56 04.9
 OC1894
 OC1894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1894!SPC ME W     -   0.99999740  x   0.99996956  =   0.99996696
 OC1894!UTM  19      -   0.99999740  x   0.99974767  =   0.99974507
 OC1894
 OC1894                          SUPERSEDED SURVEY CONTROL
 OC1894
 OC1894  NAD 83(1992)-  43 33 03.40172(N)    070 21 23.19575(W) AD(       ) 4
 OC1894  NAD 83(1986)-  43 33 03.40777(N)    070 21 23.20141(W) AD(       ) 4
 OC1894  NAD 27      -  43 33 03.10300(N)    070 21 25.02700(W) AD(       ) 3
 OC1894
 OC1894.Superseded values are not recommended for survey control.
 OC1894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1894.See file dsdata.txt to determine how the superseded data were derived.
 OC1894
 OC1894_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9043122893(NAD 83)
 OC1894
 OC1894  HISTORY     - Date     Condition        Report By
 OC1894  HISTORY     - 1943     MONUMENTED       CGS
 OC1894  HISTORY     - 20050314 MARK NOT FOUND   USPSQD
 OC1894
 OC1894                          STATION DESCRIPTION
 OC1894
 OC1894'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 OC1894'THE STATION IS THE SPIRE ON THE BLUE POINT HILL CONGREGATIONAL
 OC1894'CHURCH, LOCATED ABOUT 1.0 MI. NW OF PINE POINT, IN THE SMALL
 OC1894'SETTLEMENT OF BLUE POINT HILL, AND ON STATE ROUTE 9.  IT IS A
 OC1894'WHITE FRAME STRUCTURE WITH A BELFRY OVER THE W ENTRANCE.  POINT
 OC1894'OBSERVED UPON, THE SPIRE ON THE APEX OF THE BELFRY ROOF.
 OC1894
 OC1894                          STATION RECOVERY (2005)
 OC1894
 OC1894'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMW)
 OC1894'THE CHURCH AT THE LOCATION IS A BRICK STRUCTURE AND DOES NOT HAVE A
 OC1894'SPIRE. NO PEOPLE WERE AROUND TO GET INFORMATION AS TO THE ORIGINALLY
 OC1894'DESCRIBED BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2510 ***********************************************************************
 PE2510  DESIGNATION -  BLUEBERRY
 PE2510  PID         -  PE2510
 PE2510  STATE/COUNTY-  ME/KENNEBEC
 PE2510  USGS QUAD   -  BELGRADE LAKES (1988)
 PE2510
 PE2510                         *CURRENT SURVEY CONTROL
 PE2510  ___________________________________________________________________
 PE2510* NAD 83(1996)-  44 32 07.80500(N)    069 54 59.27534(W)     ADJUSTED  
 PE2510* NAVD 88     -       198.3    (meters)     651.     (feet)  VERTCON   
 PE2510  ___________________________________________________________________
 PE2510  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 PE2510  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 PE2510
 PE2510  HORZ ORDER  -  SECOND
 PE2510
 PE2510.The horizontal coordinates were established by classical geodetic methods
 PE2510.and adjusted by the National Geodetic Survey in March 1998..
 PE2510
 PE2510.The NAVD 88 height was computed by applying the VERTCON shift value to
 PE2510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PE2510
 PE2510.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2510
 PE2510.The geoid height was determined by GEOID03.
 PE2510
 PE2510;                    North         East     Units Scale Factor Converg.
 PE2510;SPC ME W     -   189,145.379   919,885.659   MT  0.99997153   +0 10 31.7
 PE2510;UTM  19      - 4,931,761.036   427,187.234   MT  0.99966520   -0 38 34.1
 PE2510
 PE2510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2510!SPC ME W     -   0.99997299  x   0.99997153  =   0.99994452
 PE2510!UTM  19      -   0.99997299  x   0.99966520  =   0.99963820
 PE2510
 PE2510|---------------------------------------------------------------------|
 PE2510| PID    Reference Object                     Distance      Geod. Az  |
 PE2510|                                                           dddmmss.s |
 PE2510| CE7794 BLUEBERRY RM 1                       60.335 METERS 01315     |
 PE2510| PE2511 BLUEBERRY PT A                       22.494 METERS 05836     |
 PE2510| CE7793 BLUEBERRY AZ MK                                    1681237.9 |
 PE2510|---------------------------------------------------------------------|
 PE2510
 PE2510                          SUPERSEDED SURVEY CONTROL
 PE2510
 PE2510  NAD 83(1992)-  44 32 07.80449(N)    069 54 59.27186(W) AD(       ) 2
 PE2510  NAD 83(1986)-  44 32 07.80888(N)    069 54 59.27880(W) AD(       ) 2
 PE2510  NAD 27      -  44 32 07.57710(N)    069 55 01.08384(W) AD(       ) 2
 PE2510  NGVD 29 (07/19/86)  198.5    (m)          651.     (f) VERT ANG       
 PE2510
 PE2510.Superseded values are not recommended for survey control.
 PE2510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2510.See file dsdata.txt to determine how the superseded data were derived.
 PE2510
 PE2510_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK2718731761(NAD 83)
 PE2510_MARKER: DD = SURVEY DISK
 PE2510_SETTING: 66 = SET IN ROCK OUTCROP
 PE2510
 PE2510  HISTORY     - Date     Condition        Report By
 PE2510  HISTORY     - 1974     MONUMENTED       MEDT
 PE2510
 PE2510                          STATION DESCRIPTION
 PE2510
 PE2510'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974 (RCA)
 PE2510'THE STATION IS LOCATED ON A HIGH HILL, KNOWN LOCALLY AS BLUEBERRY
 PE2510'HILL, IN THE SOUTHWEST PART OF ROME, 1.5 MILES WEST-NORTHWEST OF
 PE2510'THE SETTLEMENT OF BELGRADE LAKES, 4.2 MILES SOUTHWEST OF ROME,
 PE2510'4.2 MILES NORTHEAST OF MOUNT VERNON, AND ON PROPERTY OWNED BY THE
 PE2510'TOWN OF ROME.
 PE2510'
 PE2510'TO REACH FROM THE POST OFFICE IN BELGRADE DEPOT, GO NORTHERLY ON
 PE2510'STATE ROUTES 8, 11, AND 27 1.10 MILES TO THE JUNCTION OF STATE
 PE2510'ROUTES 8, 11, AND 27, CONTINUE NORTHERLY ON STATE ROUTE 27 3.65
 PE2510'MILES TO A PAVED ROAD LEFT.  TURN LEFT AND GO WESTERLY THROUGH AN
 PE2510'INTERSECTION 1.15 MILES TO THE WEST BRIDGE OF TWO BRIDGES LEADING
 PE2510'TO CASTLE ISLAND AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE ON
 PE2510'THE PAVED ROAD 1.05 MILES TO THE INTERSECTION OF A ROAD LEADING
 PE2510'TO ROME, TURN RIGHT CROSSING THE ROME-MOUNT VERNON TOWN LINE
 PE2510'AND GO NORTHERLY 1.30 MILES TO THE END OF THE PAVED ROAD,
 PE2510'CONTINUE NORTHERLY ON THE GRAVEL ROAD 0.25 MILES TO A TRACK
 PE2510'ROAD RIGHT, AND TURN RIGHT ON THE TRACK ROAD AND GO 0.20 MILES TO
 PE2510'A SCENIC OVERLOOK AND THE STATION.
 PE2510'
 PE2510'THE STATION MARK IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 PE2510'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK, FLUSH WITH THE
 PE2510'GROUND, AND STAMPED 1974 BLUEBERRY.  IT IS 17.0 FEET EAST OF A 4
 PE2510'INCH PINE TREE WITH A WITNESS SIGN, 37.0 FEET SOUTHEAST OF THE
 PE2510'CENTERLINE OF A TRACK ROAD, 9.7 FEET NORTH WEST OF A 4X3 FOOT
 PE2510'BOULDER PROJECTING 3 FEET ABOVE THE GROUND, 27.0 FEET NORTH OF A
 PE2510'7X7 FOOT BOULDER PROJECTING 3.5 FEET ABOVE THE GROUND, AND 48
 PE2510'FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE SCENIC
 PE2510'OVERLOOK PARKING LOT.
 PE2510'
 PE2510'REFERENCE MARK 1 IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 PE2510'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK, FLUSH WITH
 PE2510'THE GROUND, AND STAMPED RM 1 1974 BLUEBERRY.  IT IS 17.0 FEET
 PE2510'SOUTH OF AN OAK TREE WITH A WITNESS SIGN, 14.0 FEET
 PE2510'NORTH-NORTHEAST OF THE NORTH EDGE OF THE SCENIC OVERLOOK PARKING
 PE2510'LOT, AND 3 FEET LOWER THAN PARKING LOT.
 PE2510'
 PE2510'THE AZIMUTH MARK IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 PE2510'DISK CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS A PART OF THE
 PE2510'NORTHEAST ABUTMENT OF THE WEST BRIDGE OF TWO BRIDGES LEADING TO
 PE2510'CASTLE ISLAND.  IT IS STAMPED BLUEBERRY AZ 1974.  IT IS 11.6 FEET
 PE2510'NORTH OF THE CENTERLINE OF THE PAVED ROAD, 5.0 FEET NORTHEAST OF
 PE2510'THE NORTHEAST CORNER OF THE BRIDGE, AND IS 2.0 FEET BELOW THE
 PE2510'ROAD LEVEL.  IT IS FLUSH WITH THE BOULDER.
 PE2510'
 PE2510'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0502 ***********************************************************************
 OB0502  DESIGNATION -  BLUFF
 OB0502  PID         -  OB0502
 OB0502  STATE/COUNTY-  ME/SAGADAHOC
 OB0502  USGS QUAD   -  BATH (1980)
 OB0502
 OB0502                         *CURRENT SURVEY CONTROL
 OB0502  ___________________________________________________________________
 OB0502* NAD 83(1996)-  43 58 20.16418(N)    069 51 01.86511(W)     ADJUSTED  
 OB0502* NAVD 88     -                                                        
 OB0502  ___________________________________________________________________
 OB0502  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 OB0502  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 OB0502
 OB0502  HORZ ORDER  -  THIRD
 OB0502
 OB0502.The horizontal coordinates were established by classical geodetic methods
 OB0502.and adjusted by the National Geodetic Survey in March 1998..
 OB0502
 OB0502
 OB0502.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0502
 OB0502.The geoid height was determined by GEOID03.
 OB0502
 OB0502;                    North         East     Units Scale Factor Converg.
 OB0502;SPC ME W     -   126,580.671   925,368.041   MT  0.99997458   +0 13 10.2
 OB0502;UTM  19      - 4,869,144.275   431,778.621   MT  0.99965724   -0 35 26.0
 OB0502
 OB0502                          SUPERSEDED SURVEY CONTROL
 OB0502
 OB0502  NAD 83(1992)-  43 58 20.16315(N)    069 51 01.86447(W) AD(       ) 4
 OB0502  NAD 83(1986)-  43 58 20.16857(N)    069 51 01.86960(W) AD(       ) 4
 OB0502  NAD 27      -  43 58 19.89000(N)    069 51 03.73000(W) AD(       ) 3
 OB0502
 OB0502.Superseded values are not recommended for survey control.
 OB0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0502.See file dsdata.txt to determine how the superseded data were derived.
 OB0502
 OB0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3177969144(NAD 83)
 OB0502
 OB0502  HISTORY     - Date     Condition        Report By
 OB0502  HISTORY     - 1871     MONUMENTED       COASUR
 OB0502  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0502
 OB0502                          STATION DESCRIPTION
 OB0502
 OB0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (HOF)
 OB0502'A SEARCH WAS MADE BUT NO TRACE OF THE STATION WAS
 OB0502'FOUND.  PLANE-TABLE AND AIR COMPILATION METHODS MIGHT LOCATE THE
 OB0502'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1669 ***********************************************************************
 QF1669  DESIGNATION -  BLUFF
 QF1669  PID         -  QF1669
 QF1669  STATE/COUNTY-  ME/WASHINGTON
 QF1669  USGS QUAD   -  FOREST CITY (1988)
 QF1669
 QF1669                         *CURRENT SURVEY CONTROL
 QF1669  ___________________________________________________________________
 QF1669* NAD 83(1996)-  45 37 44.34674(N)    067 43 26.71274(W)     ADJUSTED  
 QF1669* NAVD 88     -       133.     (meters)     436.     (feet)  SCALED    
 QF1669  ___________________________________________________________________
 QF1669  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 QF1669  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 QF1669
 QF1669  HORZ ORDER  -  SECOND
 QF1669
 QF1669.The horizontal coordinates were established by classical geodetic methods
 QF1669.and adjusted by the National Geodetic Survey in March 1998..
 QF1669
 QF1669.The orthometric height was scaled from a topographic map.
 QF1669
 QF1669.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1669
 QF1669.The geoid height was determined by GEOID03.
 QF1669
 QF1669;                    North         East     Units Scale Factor Converg.
 QF1669;SPC ME E     -   218,333.477   360,499.157   MT  0.99994499   +0 33 16.8
 QF1669;UTM  19      - 5,053,618.195   599,454.983   MT  0.99972161   +0 54 43.7
 QF1669
 QF1669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1669!SPC ME E     -   0.99998290  x   0.99994499  =   0.99992789
 QF1669!UTM  19      -   0.99998290  x   0.99972161  =   0.99970452
 QF1669
 QF1669:                Primary Azimuth Mark                     Grid Az
 QF1669:SPC ME E     -  PEMBERTON RIDGE                          346 44 16.4
 QF1669:UTM  19      -  PEMBERTON RIDGE                          346 22 49.5
 QF1669
 QF1669|---------------------------------------------------------------------|
 QF1669| PID    Reference Object                     Distance      Geod. Az  |
 QF1669|                                                           dddmmss.s |
 QF1669| QF1739 PEMBERTON RIDGE                     APPROX. 9.1 KM 3471733.2 |
 QF1669|---------------------------------------------------------------------|
 QF1669
 QF1669                          SUPERSEDED SURVEY CONTROL
 QF1669
 QF1669  NAD 83(1992)-  45 37 44.34316(N)    067 43 26.71073(W) AD(       ) 2
 QF1669  NAD 83(1986)-  45 37 44.34589(N)    067 43 26.72553(W) AD(       ) 2
 QF1669  NAD 27      -  45 37 44.12500(N)    067 43 28.70200(W) AD(       ) 2
 QF1669
 QF1669.Superseded values are not recommended for survey control.
 QF1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1669.See file dsdata.txt to determine how the superseded data were derived.
 QF1669
 QF1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9945553618(NAD 83)
 QF1669_MARKER: H = DRILL HOLE
 QF1669_SETTING: 80 = SET IN A BOULDER
 QF1669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1669+STABILITY: SURFACE MOTION
 QF1669
 QF1669  HISTORY     - Date     Condition        Report By
 QF1669  HISTORY     - 1890     MONUMENTED       CGS
 QF1669
 QF1669                          STATION DESCRIPTION
 QF1669
 QF1669'DESCRIBED BY COAST AND GEODETIC SURVEY 1890 (JH)
 QF1669'ON THE N END OF A SMALL ISLAND IN THE S ARM OF GRAND LAKE, ABOUT 1/8
 QF1669'MILE FROM ITS W SHORE, AND ABOUT 3/4 MILE TO THE SE OF ROBINSONS
 QF1669'BASIN.  A STILL SMALLER ISLAND CALLED LOONS NEST LIES ABOUT 250
 QF1669'METERS SE OF THE STATION.  THE STATION IS MARKED BY A DRILL HOLE
 QF1669'WITHIN A TRIANGLE CUT IN THE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1950 ***********************************************************************
 PE1950  DESIGNATION -  BLUFF POINT 1864
 PE1950  PID         -  PE1950
 PE1950  STATE/COUNTY-  ME/HANCOCK
 PE1950  USGS QUAD   -  NEWBURY NECK (1981)
 PE1950
 PE1950                         *CURRENT SURVEY CONTROL
 PE1950  ___________________________________________________________________
 PE1950* NAD 83(1996)-  44 27 54.85278(N)    068 25 42.53931(W)     ADJUSTED  
 PE1950* NAVD 88     -        11.     (meters)      36.     (feet)  SCALED    
 PE1950  ___________________________________________________________________
 PE1950  LAPLACE CORR-           7.32  (seconds)                    DEFLEC99
 PE1950  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 PE1950
 PE1950  HORZ ORDER  -  THIRD
 PE1950
 PE1950.The horizontal coordinates were established by classical geodetic methods
 PE1950.and adjusted by the National Geodetic Survey in March 1998..
 PE1950
 PE1950.The orthometric height was scaled from a topographic map.
 PE1950
 PE1950.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1950
 PE1950.The geoid height was determined by GEOID03.
 PE1950
 PE1950;                    North         East     Units Scale Factor Converg.
 PE1950;SPC ME E     -    88,725.571   305,690.514   MT  0.99990040   +0 03 00.3
 PE1950;UTM  19      - 4,923,706.614   545,461.308   MT  0.99962542   +0 24 01.2
 PE1950
 PE1950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1950!SPC ME E     -   1.00000215  x   0.99990040  =   0.99990255
 PE1950!UTM  19      -   1.00000215  x   0.99962542  =   0.99962757
 PE1950
 PE1950:                Primary Azimuth Mark                     Grid Az
 PE1950:SPC ME E     -  WHITE HOUSE ONE STORY CHIMNEY            011 57 10.4
 PE1950:UTM  19      -  WHITE HOUSE ONE STORY CHIMNEY            011 36 09.5
 PE1950
 PE1950|---------------------------------------------------------------------|
 PE1950| PID    Reference Object                     Distance      Geod. Az  |
 PE1950|                                                           dddmmss.s |
 PE1950| PE1944 WHITE HOUSE ONE STORY CHIMNEY       APPROX. 3.3 KM 0120010.7 |
 PE1950| PE1929 HAYNES                              APPROX. 5.7 KM 1831941.6 |
 PE1950| PE1936 NEWBURY NECK UNION CHURCH           APPROX. 6.9 KM 2030704.4 |
 PE1950| PE1935 NEWBURY NECK WHITE HSE S CHIM       APPROX. 3.5 KM 2341240.1 |
 PE1950| PE1932 SURRY METHODIST CHURCH CHIMNEY      APPROX. 3.4 KM 2564128.7 |
 PE1950| PE1925 PATTENS BAY WHITE HOUSE E CHIM      APPROX. 3.9 KM 3203551.0 |
 PE1950| PE1931 WEYMOUTH POINT MARKED TREE          APPROX. 2.1 KM 3400231.9 |
 PE1950|---------------------------------------------------------------------|
 PE1950
 PE1950                          SUPERSEDED SURVEY CONTROL
 PE1950
 PE1950  NAD 83(1992)-  44 27 54.84358(N)    068 25 42.52720(W) AD(       ) 3
 PE1950  NAD 83(1986)-  44 27 54.84286(N)    068 25 42.53038(W) AD(       ) 3
 PE1950  NAD 27      -  44 27 54.56100(N)    068 25 44.47500(W) AD(       ) 3
 PE1950
 PE1950.Superseded values are not recommended for survey control.
 PE1950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1950.See file dsdata.txt to determine how the superseded data were derived.
 PE1950
 PE1950_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK4546123707(NAD 83)
 PE1950
 PE1950  HISTORY     - Date     Condition        Report By
 PE1950  HISTORY     - 1864     MONUMENTED       CGS
 PE1950  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE1950  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE1950  HISTORY     - 1956     SEE DESCRIPTION  CGS
 PE1950
 PE1950                          STATION DESCRIPTION
 PE1950
 PE1950'DESCRIBED BY COAST AND GEODETIC SURVEY 1864 (GAF)
 PE1950'ON THE E SIDE OF UNION RIVER BAY, CLOSE TO THE SHORE AND ABOUT
 PE1950'350 METERS W OF THE ROAD TO ELLSWORTH AND ABOUT 1-1/4 MILES S
 PE1950'OF WEYMOUTH POINT.  THE DISTANCE TO ELLSWORTH IS ABOUT 5 MILES
 PE1950'NNE.
 PE1950'
 PE1950'THE STATION IS MARKED BY A COPPER BOLT SET IN A HOLE IN A ROCK.
 PE1950
 PE1950                          STATION RECOVERY (1934)
 PE1950
 PE1950'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1950'THIS STATION WAS RECOVERED AND RE-MARKED WITH A STANDARD BRONZE
 PE1950'DISK WEDGED IN A DRILL HOLE IN OUTCROPPING BEDROCK, BUT NO
 PE1950'REFERENCE MARKS WERE ESTABLISHED.  IT IS IN TRENTON TOWNSHIP, ON
 PE1950'THE E SIDE OF UNION RIVER BAY ABOUT 1-1/4 MILES SSE OF WEYMOUTH
 PE1950'POINT.  IT IS ON THE HIGHEST POINT OF A SMALL WOODED KNOLL ABOUT
 PE1950'400 FEET S OF A SMALL COTTAGE.  A TRAVERSE WAS RUN TO THE
 PE1950'STATION FROM THE NEWLY ESTABLISHED STATION UNION.  SEE
 PE1950'DESCRIPTION OF UNION.
 PE1950'
 PE1950'TO REACH STATION FROM ELLSWORTH POST OFFICE GO S 5.7 MILES ON
 PE1950'THE ROAD THAT RUNS DOWN THE E SIDE OF UNION RIVER AND TURN RIGHT
 PE1950'BETWEEN TWO HOUSES.  FOLLOW 0.15 MILE AND TAKE LEFT FORK.  CONTINUE
 PE1950'0.15 MILE PASSING TWO DRIVEWAYS ON THE RIGHT, AND THEN TURN
 PE1950'RIGHT AT THE POST WITH IRON BRACKETS.  FOLLOW THIS DRIVE TO A
 PE1950'COTTAGE ON THE RIVER BANK.  FROM HERE WALK S ALONG THE
 PE1950'HIGH-WATER LINE ABOUT 400 FEET TO A ROCKY POINT.  THE STATION IS
 PE1950'ON THE KNOLL ABOUT 100 FEET E OF THIS POINT.
 PE1950
 PE1950                          STATION RECOVERY (1944)
 PE1950
 PE1950'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1950'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED BY K.G.C. IN
 PE1950'1934, EXCEPT THAT IT CAN NOW BE REACHED EASIER BY GOING S FROM
 PE1950'ELLSWORTH POST OFFICE 5.45 MILES ON THE ROAD THAT RUNS DOWN THE
 PE1950'E SIDE OF UNION RIVER BAY AND TURNS RIGHT ON GRAVEL ROAD.  FOLLOW
 PE1950'FOR 0.25 MILE TO WHITE SHINGLED SUMMER HOME WHICH IS NOW OWNED
 PE1950'BY MR. H.C. STRATTON OF ELLSWORTH.  FOLLOW PATH N ALONG SHORE
 PE1950'ABOUT 250 FEET.  STATION IS ABOUT 100 FEET E OF THE HIGH-WATER
 PE1950'LINE, ON THE HIGHEST POINT OF THE WOODED KNOLL, AND IN A LEDGE
 PE1950'OUTCROP.  THE MARK IS ABOUT 4 INCHES BELOW THE HIGHEST PART
 PE1950'OF THE LEDGE AND ABOUT 6 INCHES E OF THE HIGHEST PART OF THE
 PE1950'LEDGE.  A PROMINENT PILE OF ROCKS WAS LEFT OVER THE
 PE1950'STATION TO AID IN RECOVERY, AS THE LEDGE IS COVERED WITH PINE
 PE1950'NEEDLES, MOSS, AND EARTH.
 PE1950
 PE1950                          STATION RECOVERY (1956)
 PE1950
 PE1950'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 PE1950'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE 1934
 PE1950'DESCRIPTION IS INADEQUATE FOR RECOVERY.  A NEW DESCRIPTION
 PE1950'FOLLOWS--
 PE1950'
 PE1950'THE STATION IS LOCATED ABOUT 5.4 MI. S OF ELLSWORTH, ON THE E
 PE1950'SHORE OF UNION RIVER BAY, 1.2 MI. S-SE OF WEYMOUTH POINT, AND
 PE1950'0.4 MI. S OF MILL COVE.  IT IS ABOUT 360 FT. N OF MR. RALEIGH
 PE1950'INGALLS SUMMERHOUSE, 100 FT. E OF THE MEAN HIGH-WATERLINE, AND
 PE1950'ON THE HIGHEST POINT OF A WOODED KNOLL.  A PROMINENT PILE OF
 PE1950'ROCKS IS OVER THE STATION.  THE STATION IS MARKED BY A STANDARD
 PE1950'DISK, STAMPED BLUFF POINT 1864 1934 SET IN A LEDGE ROCK.
 PE1950'
 PE1950'TO REACH THE STATION FROM THE POST OFFICE IN ELLSWORTH, GO
 PE1950'5.5 MI. S ALONG MAINE STATE HIGHWAY 230 TO A PRIVATE GRAVEL ROAD
 PE1950'LEADING W, TURN W ON THIS ROAD AND PROCEED 0.25 MI. TO A
 PE1950'WHITE-SHINGLED SUMMERHOUSE OWNED BY MR. INGALLS, AND THENCE GO N
 PE1950'ABOUT 350 FT. ALONG A PATH NEAR THE SHORE TO THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0122 ***********************************************************************
 OC0122  DESIGNATION -  BM
 OC0122  PID         -  OC0122
 OC0122  STATE/COUNTY-  ME/CUMBERLAND
 OC0122  USGS QUAD   -  GORHAM (1975)
 OC0122
 OC0122                         *CURRENT SURVEY CONTROL
 OC0122  ___________________________________________________________________
 OC0122* NAD 83(1986)-  43 42 27.     (N)    070 23 48.     (W)     SCALED    
 OC0122* NAVD 88     -        35.897  (meters)     117.77   (feet)  ADJUSTED  
 OC0122  ___________________________________________________________________
 OC0122  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 OC0122  DYNAMIC HT  -          35.892 (meters)     117.76  (feet)  COMP
 OC0122  MODELED GRAV-     980,492.0   (mgal)                       NAVD 88
 OC0122
 OC0122  VERT ORDER  -  FIRST     CLASS II
 OC0122
 OC0122.The horizontal coordinates were scaled from a topographic map and have
 OC0122.an estimated accuracy of +/- 6 seconds.
 OC0122
 OC0122.The orthometric height was determined by differential leveling
 OC0122.and adjusted by the National Geodetic Survey in June 1991..
 OC0122
 OC0122.The geoid height was determined by GEOID03.
 OC0122
 OC0122.The dynamic height is computed by dividing the NAVD 88
 OC0122.geopotential number by the normal gravity value computed on the
 OC0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0122.degrees latitude (g = 980.6199 gals.).
 OC0122
 OC0122.The modeled gravity was interpolated from observed gravity values.
 OC0122
 OC0122;                    North         East    Units  Estimated Accuracy
 OC0122;SPC ME W     -    97,140.      881,460.      MT  (+/- 180 meters Scaled)
 OC0122
 OC0122                          SUPERSEDED SURVEY CONTROL
 OC0122
 OC0122  NGVD 29 (??/??/92)   36.104  (m)          118.45   (f) ADJ UNCH    1 2
 OC0122
 OC0122.Superseded values are not recommended for survey control.
 OC0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0122.See file dsdata.txt to determine how the superseded data were derived.
 OC0122
 OC0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ874403(NAD 83)
 OC0122_MARKER: DD = SURVEY DISK
 OC0122_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC0122_SP_SET: ABUTMENT
 OC0122_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC0122
 OC0122  HISTORY     - Date     Condition        Report By
 OC0122  HISTORY     - UNK      MONUMENTED       USGS
 OC0122  HISTORY     - 1955     GOOD             NGS
 OC0122
 OC0122                          STATION DESCRIPTION
 OC0122
 OC0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 OC0122'3 MI NW FROM WESTBROOK.
 OC0122'ABOUT 3.05 MILES NORTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM
 OC0122'CUMBERLAND MILLS STATION AT WESTBROOK, ABOUT 2.35 MILES SOUTHEAST
 OC0122'OF THE STATION AT SOUTH WINDHAM, ABOUT 0.45 MILE NORTHWEST OF
 OC0122'MILE POST P 8, ABOUT 0.3 MILE NORTHWEST OF CROSSING OF TWO WOODEN
 OC0122'POLE POWER TRANSMISSION LINES, IN THE TOP OF THE SOUTHWEST END
 OC0122'OF THE NORTHWEST ABUTMENT OF A 4-FOOT STONE BRIDGE AND CATTLE
 OC0122'PASS, 10 FEET SOUTHWEST OF SOUTHWEST RAIL, 2.2 FEET SOUTHWEST
 OC0122'OF SOUTHWEST FACE OF HEAD WALL AND ABOUT 2 FEET BELOW LEVEL OF
 OC0122'TRACK.  NOTE-- THE STAMPING IS NOT LEGIBLE AND THE DESIGNATION OF
 OC0122'MARK IS NOT KNOWN.  THIS IS AN ALUMINUM DISK AND APPEAR IDENTICAL
 OC0122'TO THE TYPE USED ON THIS LINE IN 1906.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB2639 ***********************************************************************
 AB2639  PACS        -  This is a Primary Airport Control Station.
 AB2639  DESIGNATION -  BM 1 44 MLW
 AB2639  PID         -  AB2639
 AB2639  STATE/COUNTY-  ME/HANCOCK
 AB2639  USGS QUAD   -  SALSBURY COVE (1981)
 AB2639
 AB2639                         *CURRENT SURVEY CONTROL
 AB2639  ___________________________________________________________________
 AB2639* NAD 83(1996)-  44 27 05.33996(N)    068 21 51.19377(W)     ADJUSTED  
 AB2639* NAVD 88     -        27.34   (meters)      89.7    (feet)  GPS OBS   
 AB2639  ___________________________________________________________________
 AB2639  X           -   1,681,475.012 (meters)                     COMP
 AB2639  Y           -  -4,239,184.885 (meters)                     COMP
 AB2639  Z           -   4,444,043.402 (meters)                     COMP
 AB2639  LAPLACE CORR-           5.86  (seconds)                    DEFLEC99
 AB2639  ELLIP HEIGHT-           3.03  (meters)          (01/07/02) GPS OBS
 AB2639  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 AB2639
 AB2639  HORZ ORDER  -  B
 AB2639  ELLP ORDER  -  FIFTH     CLASS I
 AB2639
 AB2639.This mark is at Hancock Co-Bar Harbor Airport (BHB)
 AB2639
 AB2639.The horizontal coordinates were established by GPS observations
 AB2639.and adjusted by the National Geodetic Survey in July 1997..
 AB2639
 AB2639.The orthometric height was determined by GPS observations and a
 AB2639.high-resolution geoid model.
 AB2639
 AB2639.GPS derived orthometric heights for airport stations designated as
 AB2639.PACS or SACS are published to 2 decimal places.  This maintains
 AB2639.centimeter relative accuracy between the PACS and SACS.  It does
 AB2639.not indicate centimeter accuracy relative to other marks which are
 AB2639.part of the NAVD 88 network.
 AB2639
 AB2639.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2639
 AB2639.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2639
 AB2639.The ellipsoidal height was determined by GPS observations
 AB2639.and is referenced to NAD 83.
 AB2639
 AB2639.The geoid height was determined by GEOID03.
 AB2639
 AB2639;                    North         East     Units Scale Factor Converg.
 AB2639;SPC ME E     -    87,203.891   310,806.355   MT  0.99990144   +0 05 42.3
 AB2639;UTM  19      - 4,922,216.638   550,584.958   MT  0.99963147   +0 26 42.9
 AB2639
 AB2639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2639!SPC ME E     -   0.99999952  x   0.99990144  =   0.99990096
 AB2639!UTM  19      -   0.99999952  x   0.99963147  =   0.99963100
 AB2639
 AB2639                          SUPERSEDED SURVEY CONTROL
 AB2639
 AB2639  ELLIP H (07/24/97)    3.02   (m)                       GP(       ) 1 1
 AB2639  NAD 83(1992)-  44 27 05.33995(N)    068 21 51.19322(W) AD(1995.00) B
 AB2639  ELLIP H (04/19/96)    3.00   (m)                       GP(1995.00) 3 1
 AB2639
 AB2639.Superseded values are not recommended for survey control.
 AB2639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2639.See file dsdata.txt to determine how the superseded data were derived.
 AB2639
 AB2639_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK5058522217(NAD 83)
 AB2639_MARKER: DD = SURVEY DISK
 AB2639_SETTING: 66 = SET IN ROCK OUTCROP
 AB2639_STAMPING: STA BM 1-44 MLW ELEV 95.385
 AB2639_MARK LOGO: USE   
 AB2639_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2639_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB2639+STABILITY: POSITION/ELEVATION WELL
 AB2639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2639+SATELLITE: SATELLITE OBSERVATIONS - October 11, 1995
 AB2639
 AB2639  HISTORY     - Date     Condition        Report By
 AB2639  HISTORY     - UNK      MONUMENTED       USE
 AB2639  HISTORY     - 19950703 GOOD             CHANCE
 AB2639  HISTORY     - 19951011 GOOD             CHANCE
 AB2639
 AB2639                          STATION DESCRIPTION
 AB2639
 AB2639'DESCRIBED BY JE CHANCE AND ASSOCIATES 1995 (KB)
 AB2639'THE STATION IS LOCATED AT THE TOWN OF TRENTON AT THE HANCOCK COUNTY
 AB2639'BAR HARBOR AIRPORT.  OWNERSHIP--HANCOCK COUNTY, ROBERT COSSETTE,
 AB2639'AIRPORT MANAGER, PHONE (207) 667-7329 TO REACH THE STATION FROM THE
 AB2639'POST OFFICE IN ELLSWORTH, PROCEED EAST AND SOUTH ON U.S.  HWY 1 FOR
 AB2639'2.1 KM (1.30 MI) TO THE INTERSECTION WITH STATE HWY 3.  PROCEED SOUTH
 AB2639'ON STATE HWY 3 FOR 10.55 KM (6.55 MI) TO THE AIRPORT ROAD ON THE LEFT.
 AB2639'TURN LEFT AND GO 0.25 KM (0.15 MI) ALONG THE AIRPORT ROAD TO THE
 AB2639'TERMINAL BUILDING.  FROM THE TERMINAL COMPLEX TRAVEL WEST ON TAXIWAY A
 AB2639'TO RUNWAY 4-22 THEN NORTH ON RUNWAY 4-22 FOR 0.40 KM (0.25 MI) TO
 AB2639'PAVED APRON ON LEFT.  STATION IS LOCATED BETWEEN RUNWAY 4-22 AND FENCE
 AB2639'WHICH PARALLELS STATE HWY 3 THE STATION IS A PUNCH MARK IN A 7.62 CM
 AB2639'SURVEY DISK SET FLUSH IN MASSIVE BOULDER.  THE STATION IS LOCATED 45.8
 AB2639'M (150.3 FT) EAST OF A POWER POLE, 70.5 M (231.3 FT) SOUTH OF THE
 AB2639'BEACON TOWER, AND 38.5 NORTHWEST OF THE NORTH CORNER OF APRON THE
 AB2639'STATION IS DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION (PACS) -
 AB2639'MAINE ANA SURVEYS 1995.
 AB2639
 AB2639                          STATION RECOVERY (1995)
 AB2639
 AB2639'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KB)
 AB2639'THE STATION IS LOCATED AT THE TOWN OF TRENTON AT THE HANCOCK COUNTY
 AB2639'BAR HARBOR AIRPORT.  OWNERSHIP--HANCOCK COUNTY, ROBERT COSSETTE,
 AB2639'AIRPORT MANAGER, PHONE (207) 667-7329  TO REACH THE STATION FROM THE
 AB2639'POST OFFICE IN ELLSWORTH, PROCEED EAST AND SOUTH ON U.S.  HWY 1 FOR
 AB2639'2.1 KM (1.30 MI) TO THE INTERSECTION WITH STATE HWY 3.  PROCEED SOUTH
 AB2639'ON STATE HWY 3 FOR 10.55 KM (6.55 MI) TO THE AIRPORT ROAD ON THE LEFT.
 AB2639'TURN LEFT AND GO 0.25 KM (0.15 MI) ALONG THE AIRPORT ROAD TO THE
 AB2639'TERMINAL BUILDING.  FROM THE TERMINAL COMPLEX TRAVEL WEST ON TAXIWAY A
 AB2639'TO RUNWAY 4-22 THEN NORTH ON RUNWAY 4-22 FOR 0.40 KM (0.25 MI) TO
 AB2639'PAVED APRON ON LEFT.  STATION IS LOCATED BETWEEN RUNWAY 4-22 AND FENCE
 AB2639'WHICH PARALLELS STATE HWY 3  THE STATION IS A PUNCH MARK IN A 7.62 CM
 AB2639'SURVEY DISK SET FLUSH IN MASSIVE BOULDER.  THE STATION IS LOCATED 45.8
 AB2639'M (150.3 FT) EAST OF A POWER POLE, 70.5 M (231.3 FT) SOUTH OF THE
 AB2639'BEACON TOWER, AND 38.5 NORTHWEST OF THE NORTH CORNER OF APRON  THE
 AB2639'STATION IS DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION (PACS) -
 AB2639'MAINE ANA SURVEYS 1995.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ2722 ***********************************************************************
 AJ2722  CBN         -  This is a Cooperative Base Network Control Station.
 AJ2722  DESIGNATION -  BM 15 C
 AJ2722  PID         -  AJ2722
 AJ2722  STATE/COUNTY-  ME/PENOBSCOT
 AJ2722  USGS QUAD   -  KENDUSKEAG (1977)
 AJ2722
 AJ2722                         *CURRENT SURVEY CONTROL
 AJ2722  ___________________________________________________________________
 AJ2722* NAD 83(1996)-  44 54 18.36452(N)    068 53 26.78785(W)     ADJUSTED  
 AJ2722* NAVD 88     -        38.0    (meters)     125.     (feet)  GPS OBS   
 AJ2722  ___________________________________________________________________
 AJ2722  X           -   1,629,683.748 (meters)                     COMP
 AJ2722  Y           -  -4,221,400.216 (meters)                     COMP
 AJ2722  Z           -   4,479,894.217 (meters)                     COMP
 AJ2722  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 AJ2722  ELLIP HEIGHT-          13.11  (meters)          (04/26/01) GPS OBS
 AJ2722  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 AJ2722
 AJ2722  HORZ ORDER  -  A
 AJ2722  ELLP ORDER  -  FOURTH    CLASS I
 AJ2722
 AJ2722.The horizontal coordinates were established by GPS observations
 AJ2722.and adjusted by the National Geodetic Survey in April 2001..
 AJ2722
 AJ2722.The orthometric height was determined by GPS observations and a
 AJ2722.high-resolution geoid model.
 AJ2722
 AJ2722.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2722
 AJ2722.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2722
 AJ2722.The ellipsoidal height was determined by GPS observations
 AJ2722.and is referenced to NAD 83.
 AJ2722
 AJ2722.The geoid height was determined by GEOID03.
 AJ2722
 AJ2722;                    North         East     Units Scale Factor Converg.
 AJ2722;SPC ME E     -   137,672.687   269,140.941   MT  0.99991171   -0 16 33.1
 AJ2722;UTM  19      - 4,972,414.243   508,622.847   MT  0.99960091   +0 04 37.6
 AJ2722
 AJ2722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2722!SPC ME E     -   0.99999794  x   0.99991171  =   0.99990965
 AJ2722!UTM  19      -   0.99999794  x   0.99960091  =   0.99959886
 AJ2722
 AJ2722                          SUPERSEDED SURVEY CONTROL
 AJ2722
 AJ2722.No superseded survey control is available for this station.
 AJ2722
 AJ2722_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK0862372414(NAD 83)
 AJ2722_MARKER: DD = SURVEY DISK
 AJ2722_SETTING: 66 = SET IN ROCK OUTCROP
 AJ2722_STAMPING: BM-15-C 1979
 AJ2722_MARK LOGO: MEDT  
 AJ2722_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2722_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2722_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2722+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2000
 AJ2722
 AJ2722  HISTORY     - Date     Condition        Report By
 AJ2722  HISTORY     - 1979     MONUMENTED       MEDT
 AJ2722  HISTORY     - 20000713 GOOD             MEDT
 AJ2722
 AJ2722                          STATION DESCRIPTION
 AJ2722
 AJ2722'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 2000 (TL)
 AJ2722'THE STATION IS LOCATED IN KENDUSKEAG, ABOUT 4.4 MI (7.1 KM) NORTH OF
 AJ2722'THE JUNCTION OF STATE HIGHWAYS 221 AND 15 AND 1.05 MI (1.69 KM) NORTH
 AJ2722'OF THE GLENBURG/KENDUSKEAG TOWN LINE.  TO REACH FROM THE JUNCTION OF
 AJ2722'STATE HIGHWAYS 221 AND 15, GO NORTH FOR 4.4 MI (7.1 KM) ON HIGHWAY 15
 AJ2722'TO THE STATION ON THE LEFT.  THE STATION IS SET IN A ROCK LEDGE.
 AJ2722'LOCATED 50.5 FT (15.4 M) WEST OF THE CENTERLINE OF HIGHWAY, 21.3 FT
 AJ2722'(6.5 M) SOUTH OF UTILITY POLE NUMBER 216 1/2, 10.5 FT (3.2 M) EAST OF
 AJ2722'A BARBED WIRE FENCE AND ABOUT 4.0 FT (1.2 M) ABOVE ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0163 ***********************************************************************
 OB0163  DESIGNATION -  BM 70
 OB0163  PID         -  OB0163
 OB0163  STATE/COUNTY-  ME/CUMBERLAND
 OB0163  USGS QUAD   -  BRUNSWICK (1980)
 OB0163
 OB0163                         *CURRENT SURVEY CONTROL
 OB0163  ___________________________________________________________________
 OB0163* NAD 83(1986)-  43 54 58.     (N)    069 57 58.     (W)     SCALED    
 OB0163* NAVD 88     -        20.965  (meters)      68.78   (feet)  ADJUSTED  
 OB0163  ___________________________________________________________________
 OB0163  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 OB0163  DYNAMIC HT  -          20.963 (meters)      68.78  (feet)  COMP
 OB0163  MODELED GRAV-     980,516.8   (mgal)                       NAVD 88
 OB0163
 OB0163  VERT ORDER  -  SECOND    CLASS 0
 OB0163
 OB0163.The horizontal coordinates were scaled from a topographic map and have
 OB0163.an estimated accuracy of +/- 6 seconds.
 OB0163
 OB0163.The orthometric height was determined by differential leveling
 OB0163.and adjusted by the National Geodetic Survey in June 1991..
 OB0163
 OB0163.The geoid height was determined by GEOID03.
 OB0163
 OB0163.The dynamic height is computed by dividing the NAVD 88
 OB0163.geopotential number by the normal gravity value computed on the
 OB0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0163.degrees latitude (g = 980.6199 gals.).
 OB0163
 OB0163.The modeled gravity was interpolated from observed gravity values.
 OB0163
 OB0163;                    North         East    Units  Estimated Accuracy
 OB0163;SPC ME W     -   120,310.      916,110.      MT  (+/- 180 meters Scaled)
 OB0163
 OB0163                          SUPERSEDED SURVEY CONTROL
 OB0163
 OB0163  NGVD 29 (??/??/92)   21.164  (m)           69.44   (f) ADJ UNCH    2 0
 OB0163
 OB0163.Superseded values are not recommended for survey control.
 OB0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0163.See file dsdata.txt to determine how the superseded data were derived.
 OB0163
 OB0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ224630(NAD 83)
 OB0163_MARKER: DD = SURVEY DISK
 OB0163_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OB0163_SP_SET: FOUNDATION
 OB0163_STAMPING: 69.436
 OB0163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OB0163
 OB0163  HISTORY     - Date     Condition        Report By
 OB0163  HISTORY     - UNK      MONUMENTED       USGS
 OB0163  HISTORY     - 1957     GOOD             NGS
 OB0163  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 OB0163  HISTORY     - 20041116 MARK NOT FOUND   USPSQD
 OB0163
 OB0163                          STATION DESCRIPTION
 OB0163
 OB0163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OB0163'IN BRUNSWICK.
 OB0163'BRUNSWICK, IN SE FACE OF TOWN HALL ON W SIDE OF MAIN STREET, ABOUT 3
 OB0163'FT. ABOVE THE SIDEWALK IN THE GRANITE FOUNDATION OF THE BUILDING.  AN
 OB0163'ALUMINUM TABLET SET VERTICALLY AND STAMPED 69.436.
 OB0163
 OB0163                          STATION RECOVERY (1990)
 OB0163
 OB0163'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMW)
 OB0163'MARK NOT FOUND.
 OB0163
 OB0163                          STATION RECOVERY (2004)
 OB0163
 OB0163'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMW)
 OB0163'THE ASSESSOR'S OFFICE SAID THAT THE ORIGINAL TOWN HALL BURNED DOWN AND
 OB0163'WAS REPLACED AT DIFFERENT LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0506 ***********************************************************************
 OC0506  TIDAL BM    -  This is a Tidal Bench Mark.
 OC0506  DESIGNATION -  BM USE
 OC0506  PID         -  OC0506
 OC0506  STATE/COUNTY-  ME/YORK
 OC0506  USGS QUAD   -  KITTERY (1989)
 OC0506
 OC0506                         *CURRENT SURVEY CONTROL
 OC0506  ___________________________________________________________________
 OC0506* NAD 83(1986)-  43 04 05.     (N)    070 41 38.     (W)     SCALED    
 OC0506* NAVD 88     -         3.711  (meters)      12.18   (feet)  ADJUSTED  
 OC0506  ___________________________________________________________________
 OC0506  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 OC0506  DYNAMIC HT  -           3.711 (meters)      12.18  (feet)  COMP
 OC0506  MODELED GRAV-     980,461.4   (mgal)                       NAVD 88
 OC0506
 OC0506  VERT ORDER  -  SECOND    CLASS 0
 OC0506
 OC0506.The horizontal coordinates were scaled from a topographic map and have
 OC0506.an estimated accuracy of +/- 6 seconds.
 OC0506
 OC0506.The orthometric height was determined by differential leveling
 OC0506.and adjusted by the National Geodetic Survey in June 1991..
 OC0506
 OC0506.This Tidal Bench Mark is designated as VM 13649
 OC0506.by the Center for Operational Oceanographic Products and Services.
 OC0506
 OC0506.The geoid height was determined by GEOID03.
 OC0506
 OC0506.The dynamic height is computed by dividing the NAVD 88
 OC0506.geopotential number by the normal gravity value computed on the
 OC0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0506.degrees latitude (g = 980.6199 gals.).
 OC0506
 OC0506.The modeled gravity was interpolated from observed gravity values.
 OC0506
 OC0506;                    North         East    Units  Estimated Accuracy
 OC0506;SPC ME W     -    26,210.      857,060.      MT  (+/- 180 meters Scaled)
 OC0506
 OC0506                          SUPERSEDED SURVEY CONTROL
 OC0506
 OC0506  NGVD 29 (??/??/92)    3.945  (m)           12.94   (f) ADJ UNCH    2 0
 OC0506
 OC0506.Superseded values are not recommended for survey control.
 OC0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0506.See file dsdata.txt to determine how the superseded data were derived.
 OC0506
 OC0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH620697(NAD 83)
 OC0506_MARKER: DD = SURVEY DISK
 OC0506_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC0506_SP_SET: ABUTMENT
 OC0506_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC0506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OC0506+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2005
 OC0506
 OC0506  HISTORY     - Date     Condition        Report By
 OC0506  HISTORY     - UNK      MONUMENTED       DOD
 OC0506  HISTORY     - 1943     GOOD             NGS
 OC0506  HISTORY     - 1989     GOOD             USPSQD
 OC0506  HISTORY     - 20050510 GOOD             GEOCAC
 OC0506
 OC0506                          STATION DESCRIPTION
 OC0506
 OC0506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 OC0506'AT FORT FOSTER.
 OC0506'AT FORT FOSTER, YORK COUNTY, ON GERRISH ISLAND, AT THE WHARF,
 OC0506'AND IN THE TOP OF THE NORTHWEST WING OF THE CONCRETE ABUTMENT.
 OC0506
 OC0506                          STATION RECOVERY (1989)
 OC0506
 OC0506'RECOVERY NOTE BY US POWER SQUADRON 1989 (RSR)
 OC0506'RECOVERED IN GOOD CONDITION.
 OC0506
 OC0506                          STATION RECOVERY (2005)
 OC0506
 OC0506'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 OC0506'HANDHELD COORDINATES ARE N43-04-02.04 W070-41-38.04.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2424 ***********************************************************************
 OC2424  DESIGNATION -  BOATHOUSE MRS DICKSONS S GABLE
 OC2424  PID         -  OC2424
 OC2424  STATE/COUNTY-  ME/YORK
 OC2424  USGS QUAD   -  PORTSMOUTH (1993)
 OC2424
 OC2424                         *CURRENT SURVEY CONTROL
 OC2424  ___________________________________________________________________
 OC2424* NAD 83(1996)-  43 05 42.69753(N)    070 46 14.06858(W)     ADJUSTED  
 OC2424* NAVD 88     -                                                        
 OC2424  ___________________________________________________________________
 OC2424  LAPLACE CORR-           3.38  (seconds)                    DEFLEC99
 OC2424  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 OC2424
 OC2424  HORZ ORDER  -  THIRD
 OC2424
 OC2424.The horizontal coordinates were established by classical geodetic methods
 OC2424.and adjusted by the National Geodetic Survey in March 1998..
 OC2424
 OC2424
 OC2424.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2424
 OC2424.The geoid height was determined by GEOID03.
 OC2424
 OC2424;                    North         East     Units Scale Factor Converg.
 OC2424;SPC ME W     -    29,266.668   850,834.427   MT  0.99999639   -0 24 45.4
 OC2424;SPC NH       -    66,506.932   372,953.084   MT  1.00003211   +0 36 44.1
 OC2424;SPC NH       -   218,198.16  1,223,596.91   sFT  1.00003211   +0 36 44.1
 OC2424;UTM  19      - 4,772,907.373   355,904.808   MT  0.99985543   -1 12 35.6
 OC2424
 OC2424                          SUPERSEDED SURVEY CONTROL
 OC2424
 OC2424  NAD 83(1992)-  43 05 42.69659(N)    070 46 14.06860(W) AD(       ) 4
 OC2424  NAD 83(1986)-  43 05 42.70039(N)    070 46 14.07416(W) AD(       ) 4
 OC2424  NAD 27      -  43 05 42.37000(N)    070 46 15.88000(W) AD(       ) 3
 OC2424
 OC2424.Superseded values are not recommended for survey control.
 OC2424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2424.See file dsdata.txt to determine how the superseded data were derived.
 OC2424
 OC2424_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH5590572907(NAD 83)
 OC2424
 OC2424  HISTORY     - Date     Condition        Report By
 OC2424  HISTORY     - UNK      MONUMENTED
 OC2424  HISTORY     - 1928     SEE DESCRIPTION  CGS
 OC2424
 OC2424                          STATION DESCRIPTION
 OC2424
 OC2424'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (GCM)
 OC2424'A PRESENT BOATHOUSE HAS NO S GABLE.  A BOATHOUSE WHICH HAD A S
 OC2424'GABLE AND MUST HAVE BEEN THE POINT LOCATED HAS SINCE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1106 ***********************************************************************
 PF1106  DESIGNATION -  BOB
 PF1106  PID         -  PF1106
 PF1106  STATE/COUNTY-  ME/OXFORD
 PF1106  USGS QUAD   -  GREENWOOD (1967)
 PF1106
 PF1106                         *CURRENT SURVEY CONTROL
 PF1106  ___________________________________________________________________
 PF1106* NAD 83(1996)-  44 18 50.82814(N)    070 39 06.20078(W)     ADJUSTED  
 PF1106* NAVD 88     -       233.8    (meters)     767.     (feet)  VERTCON   
 PF1106  ___________________________________________________________________
 PF1106  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 PF1106  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 PF1106
 PF1106  HORZ ORDER  -  SECOND
 PF1106
 PF1106.The horizontal coordinates were established by classical geodetic methods
 PF1106.and adjusted by the National Geodetic Survey in March 1998..
 PF1106
 PF1106.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF1106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF1106
 PF1106.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1106
 PF1106.The geoid height was determined by GEOID03.
 PF1106
 PF1106;                    North         East     Units Scale Factor Converg.
 PF1106;SPC ME W     -   164,630.041   861,302.645   MT  0.99998508   -0 20 19.9
 PF1106;UTM  19      - 4,908,088.895   368,274.818   MT  0.99981339   -1 09 14.6
 PF1106
 PF1106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1106!SPC ME W     -   0.99996752  x   0.99998508  =   0.99995260
 PF1106!UTM  19      -   0.99996752  x   0.99981339  =   0.99978092
 PF1106
 PF1106|---------------------------------------------------------------------|
 PF1106| PID    Reference Object                     Distance      Geod. Az  |
 PF1106|                                                           dddmmss.s |
 PF1106| PF1105 BOB RM 2                             11.458 METERS 02628     |
 PF1106| PF1104 BOB AZ MK                           362.978 METERS 16337     |
 PF1106| CE7798 BOB RM 1                             27.919 METERS 31720     |
 PF1106|---------------------------------------------------------------------|
 PF1106
 PF1106                          SUPERSEDED SURVEY CONTROL
 PF1106
 PF1106  NAD 83(1992)-  44 18 50.82800(N)    070 39 06.20135(W) AD(       ) 2
 PF1106  NAD 83(1992)-  44 18 50.82801(N)    070 39 06.20135(W) AD(       ) 2
 PF1106  NAD 83(1986)-  44 18 50.83539(N)    070 39 06.20423(W) AD(       ) 2
 PF1106  NAD 27      -  44 18 50.58639(N)    070 39 07.97463(W) AD(       ) 2
 PF1106  NGVD 29 (07/19/86)  234.0    (m)          768.     (f) VERT ANG       
 PF1106
 PF1106.Superseded values are not recommended for survey control.
 PF1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1106.See file dsdata.txt to determine how the superseded data were derived.
 PF1106
 PF1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK6827508089(NAD 83)
 PF1106_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PF1106_SETTING: 80 = SET IN A BOULDER
 PF1106_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 PF1106
 PF1106  HISTORY     - Date     Condition        Report By
 PF1106  HISTORY     - 1976     MONUMENTED       NGS
 PF1106
 PF1106                          STATION DESCRIPTION
 PF1106
 PF1106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 PF1106'THE STATION IS LOCATED IN THE TOWN OF GREENWOOD, ABOUT
 PF1106'4 MILES SOUTH-SOUTHWEST OF WEST PARIS, 8 MILES NORTHWEST OF
 PF1106'NORWAY, 5 MILES SOUTH OF BRYANT POND AND ON PROPERTY OWNED
 PF1106'BY MRS. LEONAS HOLT.
 PF1106'
 PF1106'TO REACH THE STATION FROM THE POST OFFICE IN WEST PARIS, GO
 PF1106'WESTERLY ON STATE ROUTE 219 FOR 0.15 MILE TO WHERE ROUTE 219
 PF1106'TURNS RIGHT. STAY ON ROUTE 219 AND CONTINUE WESTERLY FOR 1.40
 PF1106'MILES TO THE GREENWOOD-WEST PARIS TOWN LINE. CONTINUE ON
 PF1106'ROUTE 219 FOR 2.9 MILES TO A INTERSECTION AND THE
 PF1106'END OF ROUTE 219. TURN LEFT, AND FOLLOW ASPHALT ROAD FOR
 PF1106'0.05 MILE ACROSS A BRIDGE TO A FORK.  BEAR RIGHT AND GO
 PF1106'0.20 MILE TO A FARMHOUSE ON THE RIGHT AND A FIELD ENTRANCE
 PF1106'ON THE LEFT. TURN LEFT, PASS THROUGH A BARWAY AND FOLLOW
 PF1106'A TRACK ROAD UPHILL FOR 0.15 MILE TO THE STATION
 PF1106'ABOUT 200 FEET LEFT OF THE TRACK ROAD.
 PF1106'
 PF1106'THE STATION MARK, STAMPED---BOB 1976---, IS A STANDARD DISK
 PF1106'CEMENTED IN A DRILL HOLE IN AN IMBEDDED BOULDER WHICH PROJECTS
 PF1106'1 FOOT ABOVE THE GROUND SURFACE. IT IS 96.7 FEET
 PF1106'SOUTH-SOUTHEAST OF A METAL WITNESS POST, 78.0 FEET WEST OF A
 PF1106'STONE WALL IN A TREE LINE AND 79 PACES EAST OF THE TRACK ROAD.
 PF1106'
 PF1106'REFERENCE MARK 1, STAMPED---BOB NO 1 1976---, IS A STANDARD
 PF1106'DISK CEMENTED IN A DRILL HOLE IN A 10-FOOT BY 12-FOOT
 PF1106'BOULDER WHICH PROJECTS ABOUT 4 FEET ABOVE THE GROUND SURFACE.
 PF1106'IT IS 5 FEET SOUTH OF A METAL WITNESS POST, WHICH IS
 PF1106'CEMENTED IN A DRILL HOLE IN THE SAME BOULDER AND 93 FEET WEST
 PF1106'OF A STONE WALL IN A TREE LINE.
 PF1106'
 PF1106'REFERENCE MARK 2, STAMPED---BOB NO 2 1976---, IS A STANDARD
 PF1106'DISK CEMENTED IN A DRILL HOLE IN A 4-FOOT BY 6-FOOT BOULDER
 PF1106'WHICH PROJECTS ABOUT 2 FEET ABOVE THE GROUND SURFACE. IT IS
 PF1106'90.5 FEET SOUTHEAST OF A METAL WITNESS POST AND 43 FEET WEST
 PF1106'OF A STONE WALL IN A TREE LINE.
 PF1106'
 PF1106'THE AZIMUTH MARK, STAMPED---BOB 1976---, IS A STANDARD DISK
 PF1106'CEMENTED IN A DRILL HOLE IN A 12-FOOT BY 15-FOOT BOULDER
 PF1106'WHICH PROJECTS ABOUT 4 FEET. IT IS 7.5 FEET SOUTHEAST OF
 PF1106'A 28-INCH YELLOW BIRCH TREE, 7.5 FEET SOUTHWEST OF A
 PF1106'32-INCH YELLOW BIRCH TREE AND 3.5 FEET SOUTH OF A METAL
 PF1106'WITNESS POST, WHICH IS CEMENTED IN A DRILL HOLE IN THE SAME
 PF1106'BOULDER.
 PF1106'
 PF1106'TO REACH THE AZIMUTH FROM THE STATION, CONTINUE UPHILL ON
 PF1106'THE TRACK ROAD FOR 0.20 MILE TO THE AZIMUTH IN A LARGE
 PF1106'BOULDER BETWEEN TWO LARGE TREES.
 PF1106'
 PF1106'THE HEIGHT OF THE LIGHT ABOVE THE STATION WAS 1.2 METERS.
 PF1106'
 PF1106'DESCRIBED BY PHILIP H. PARENT JR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1104 ***********************************************************************
 PF1104  DESIGNATION -  BOB AZ MK
 PF1104  PID         -  PF1104
 PF1104  STATE/COUNTY-  ME/OXFORD
 PF1104  USGS QUAD   -  GREENWOOD (1967)
 PF1104
 PF1104                         *CURRENT SURVEY CONTROL
 PF1104  ___________________________________________________________________
 PF1104* NAD 83(1996)-  44 18 39.54632(N)    070 39 01.57918(W)     ADJUSTED  
 PF1104* NAVD 88     -       280.7    (meters)     921.     (feet)  VERTCON   
 PF1104  ___________________________________________________________________
 PF1104  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 PF1104  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 PF1104
 PF1104  HORZ ORDER  -  SECOND
 PF1104
 PF1104.The horizontal coordinates were established by classical geodetic methods
 PF1104.and adjusted by the National Geodetic Survey in March 1998..
 PF1104
 PF1104.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF1104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF1104
 PF1104.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1104
 PF1104.The geoid height was determined by GEOID03.
 PF1104
 PF1104;                    North         East     Units Scale Factor Converg.
 PF1104;SPC ME W     -   164,281.221   861,403.010   MT  0.99998498   -0 20 16.6
 PF1104;UTM  19      - 4,907,738.741   368,370.194   MT  0.99981309   -1 09 11.1
 PF1104
 PF1104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1104!SPC ME W     -   0.99996017  x   0.99998498  =   0.99994515
 PF1104!UTM  19      -   0.99996017  x   0.99981309  =   0.99977327
 PF1104
 PF1104|---------------------------------------------------------------------|
 PF1104| PID    Reference Object                     Distance      Geod. Az  |
 PF1104|                                                           dddmmss.s |
 PF1104| PF1106 BOB                                 362.978 METERS 34337     |
 PF1104| PF1105 BOB RM 2                            371.459 METERS 34449     |
 PF1104|---------------------------------------------------------------------|
 PF1104
 PF1104                          SUPERSEDED SURVEY CONTROL
 PF1104
 PF1104  NAD 83(1992)-  44 18 39.54619(N)    070 39 01.57977(W) AD(       ) 2
 PF1104  NAD 83(1986)-  44 18 39.55358(N)    070 39 01.58266(W) AD(       ) 2
 PF1104  NAD 27      -  44 18 39.30443(N)    070 39 03.35337(W) AD(       ) 2
 PF1104  NGVD 29 (07/19/86)  280.9    (m)          922.     (f) VERT ANG       
 PF1104
 PF1104.Superseded values are not recommended for survey control.
 PF1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1104.See file dsdata.txt to determine how the superseded data were derived.
 PF1104
 PF1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK6837007739(NAD 83)
 PF1104_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PF1104_SETTING: 80 = SET IN A BOULDER
 PF1104_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 PF1104
 PF1104  HISTORY     - Date     Condition        Report By
 PF1104  HISTORY     - 1976     MONUMENTED       NGS
 PF1104
 PF1104                          STATION DESCRIPTION
 PF1104
 PF1104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 PF1104'THIS STATION WAS ESTABLISHED BY AN EDM MEASUREMENT FROM
 PF1104'TRAVERSE STATION BOB. SEE DESCRIPTION THEREOF.
 PF1104'
 PF1104'DESCRIBED BY JERRY E. ELLINGWOOD.
 PF1104'
 PF1104'THE HEIGHT OF LIGHT ABOVE THE STATION WAS 1.0 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1655 ***********************************************************************
 QF1655  DESIGNATION -  BOB IBC
 QF1655  PID         -  QF1655
 QF1655  STATE/COUNTY-  ME/WASHINGTON
 QF1655  USGS QUAD   -  FOREST CITY (1988)
 QF1655
 QF1655                         *CURRENT SURVEY CONTROL
 QF1655  ___________________________________________________________________
 QF1655* NAD 83(1996)-  45 40 52.29051(N)    067 43 05.65308(W)     ADJUSTED  
 QF1655* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 QF1655  ___________________________________________________________________
 QF1655  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 QF1655  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 QF1655
 QF1655  HORZ ORDER  -  THIRD
 QF1655
 QF1655.The horizontal coordinates were established by classical geodetic methods
 QF1655.and adjusted by the National Geodetic Survey in March 1998..
 QF1655
 QF1655.The orthometric height was scaled from a topographic map.
 QF1655
 QF1655.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1655
 QF1655.The geoid height was determined by GEOID03.
 QF1655
 QF1655;                    North         East     Units Scale Factor Converg.
 QF1655;SPC ME E     -   224,139.798   360,898.666   MT  0.99994558   +0 33 33.6
 QF1655;UTM  19      - 5,059,425.600   599,818.161   MT  0.99972250   +0 55 01.7
 QF1655
 QF1655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1655!SPC ME E     -   0.99998542  x   0.99994558  =   0.99993100
 QF1655!UTM  19      -   0.99998542  x   0.99972250  =   0.99970792
 QF1655
 QF1655|---------------------------------------------------------------------|
 QF1655| PID    Reference Object                     Distance      Geod. Az  |
 QF1655|                                                           dddmmss.s |
 QF1655| QF1653 BOOM IBC                            326.948 METERS 03227     |
 QF1655| QF1652 REFERENCE MON 77=PLUMB              246.166 METERS 09208     |
 QF1655| QF1651 ALL IBC                             308.771 METERS 11914     |
 QF1655| QF1657 NOGO IBC                            348.466 METERS 20002     |
 QF1655| QF1658 HALO IBC                            194.174 METERS 22008     |
 QF1655| QF1665 BEGE IBC                            399.936 METERS 29433     |
 QF1655| QF1664 REFERENCE MON 75=MINYUS             490.239 METERS 3153730.5 |
 QF1655|---------------------------------------------------------------------|
 QF1655
 QF1655                          SUPERSEDED SURVEY CONTROL
 QF1655
 QF1655  NAD 83(1992)-  45 40 52.28758(N)    067 43 05.65145(W) AD(       ) 3
 QF1655  NAD 83(1986)-  45 40 52.29222(N)    067 43 05.66751(W) AD(       ) 3
 QF1655  NAD 27      -  45 40 52.07382(N)    067 43 07.63832(W) AD(       ) 3
 QF1655
 QF1655.Superseded values are not recommended for survey control.
 QF1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1655.See file dsdata.txt to determine how the superseded data were derived.
 QF1655
 QF1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9981859426(NAD 83)
 QF1655_MARKER: DD = SURVEY DISK
 QF1655_SETTING: 80 = SET IN A BOULDER
 QF1655_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF1655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1655+STABILITY: SURFACE MOTION
 QF1655
 QF1655  HISTORY     - Date     Condition        Report By
 QF1655  HISTORY     - 1912     MONUMENTED       IBC
 QF1655  HISTORY     - 1955     GOOD             IBC
 QF1655  HISTORY     - 1972     GOOD             IBC
 QF1655
 QF1655                          STATION DESCRIPTION
 QF1655
 QF1655'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (AJB)
 QF1655'ON THE E SIDE OF THE BAY OF SPEDNIK LAKE INTO WHICH THE RIVER FROM
 QF1655'MUD LAKE FLOWS, ON THE BAY SIDE OF THE POINT ON THE N OF THE MOUTH OF
 QF1655'THE BAY.  THE STATION IS ON A ROCK 3.7 METERS LONG, 3.4 METERS WIDE,
 QF1655'1.5 METERS HIGH AT THE DOWNSTREAM END, AND 0.5 METER HIGH AT THE
 QF1655'UPSTREAM END.  STATION IS 125 FEET SW OF THE TREES ON THE POINT.
 QF1655'
 QF1655'STATION MARK IS A COPPER DISK SET IN A DRILL HOLE IN THE ROCK.  TWO
 QF1655'CROSSES WITHIN TRIANGLES ARE CUT IN THE ROCK, ONE IS LAKEWARD, 1.12
 QF1655'METERS DISTANT AND THE OTHER IS BAYWARD 1.06 METERS DISTANT FROM THE
 QF1655'STATION MARK.
 QF1655
 QF1655                          STATION RECOVERY (1955)
 QF1655
 QF1655'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1655'STATION RECOVERED IN GOOD CONDITION.
 QF1655
 QF1655                          STATION RECOVERY (1972)
 QF1655
 QF1655'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1655'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0705 ***********************************************************************
 QF0705  DESIGNATION -  BOG BROOK CHURCH SPIRE
 QF0705  PID         -  QF0705
 QF0705  STATE/COUNTY-  ME/WASHINGTON
 QF0705  USGS QUAD   -  DEVILS HEAD (1977)
 QF0705
 QF0705                         *CURRENT SURVEY CONTROL
 QF0705  ___________________________________________________________________
 QF0705* NAD 83(1996)-  45 09 43.50389(N)    067 14 02.44020(W)     ADJUSTED  
 QF0705* NAVD 88     -        24.     (meters)      79.     (feet)  SCALED    
 QF0705  ___________________________________________________________________
 QF0705  LAPLACE CORR-           4.02  (seconds)                    DEFLEC99
 QF0705  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 QF0705
 QF0705  HORZ ORDER  -  THIRD
 QF0705
 QF0705.The horizontal coordinates were established by classical geodetic methods
 QF0705.and adjusted by the National Geodetic Survey in March 1998..
 QF0705
 QF0705.The orthometric height was scaled from a topographic map.
 QF0705
 QF0705.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0705
 QF0705.The geoid height was determined by GEOID03.
 QF0705
 QF0705;                    North         East     Units Scale Factor Converg.
 QF0705;SPC ME E     -   166,934.474   399,527.394   MT  1.00002176   +0 53 52.0
 QF0705;UTM  19      - 5,002,473.177   638,793.858   MT  0.99983687   +1 15 08.9
 QF0705
 QF0705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0705!SPC ME E     -   0.99999990  x   1.00002176  =   1.00002166
 QF0705!UTM  19      -   0.99999990  x   0.99983687  =   0.99983677
 QF0705
 QF0705                          SUPERSEDED SURVEY CONTROL
 QF0705
 QF0705  NAD 83(1992)-  45 09 43.49848(N)    067 14 02.43841(W) AD(       ) 4
 QF0705  NAD 83(1986)-  45 09 43.50144(N)    067 14 02.44289(W) AD(       ) 4
 QF0705  NAD 27      -  45 09 43.23060(N)    067 14 04.48190(W) AD(       ) 3
 QF0705
 QF0705.Superseded values are not recommended for survey control.
 QF0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0705.See file dsdata.txt to determine how the superseded data were derived.
 QF0705
 QF0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL3879402473(NAD 83)
 QF0705_MARKER: 90 = CHURCH SPIRE
 QF0705
 QF0705  HISTORY     - Date     Condition        Report By
 QF0705  HISTORY     - 1909     FIRST OBSERVED   IBC
 QF0705  HISTORY     - 1946     GOOD             CGS
 QF0705
 QF0705                          STATION DESCRIPTION
 QF0705
 QF0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (NWS)
 QF0705'STATION IS ON THE S SIDE OF THE ST. CROIX RIVER, BESIDE THE
 QF0705'CALAIS-EASTPORT ROAD, ABOUT 3 MILES BELOW CALAIS.
 QF0705'
 QF0705'STATION MARK IS THE SPIRE OF THE CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0948 ***********************************************************************
 PD0948  DESIGNATION -  BOG CREEK RESET
 PD0948  PID         -  PD0948
 PD0948  STATE/COUNTY-  ME/WASHINGTON
 PD0948  USGS QUAD   -  MOOSE RIVER (1993)
 PD0948
 PD0948                         *CURRENT SURVEY CONTROL
 PD0948  ___________________________________________________________________
 PD0948* NAD 83(1996)-  44 43 05.93849(N)    067 06 51.13216(W)     ADJUSTED  
 PD0948* NAVD 88     -        67.6    (meters)     222.     (feet)  VERTCON   
 PD0948  ___________________________________________________________________
 PD0948  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 PD0948  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 PD0948
 PD0948  HORZ ORDER  -  SECOND
 PD0948
 PD0948.The horizontal coordinates were established by classical geodetic methods
 PD0948.and adjusted by the National Geodetic Survey in March 1998..
 PD0948
 PD0948.The NAVD 88 height was computed by applying the VERTCON shift value to
 PD0948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PD0948
 PD0948.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0948
 PD0948.The geoid height was determined by GEOID03.
 PD0948
 PD0948;                    North         East     Units Scale Factor Converg.
 PD0948;SPC ME E     -   117,777.714   409,788.869   MT  1.00004818   +0 58 30.6
 PD0948;UTM  19      - 4,953,389.436   649,356.371   MT  0.99987432   +1 19 37.7
 PD0948
 PD0948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0948!SPC ME E     -   0.99999290  x   1.00004818  =   1.00004108
 PD0948!UTM  19      -   0.99999290  x   0.99987432  =   0.99986722
 PD0948
 PD0948:                Primary Azimuth Mark                     Grid Az
 PD0948:SPC ME E     -  BOG CREEK AZ MK                          029 50 33.5
 PD0948:UTM  19      -  BOG CREEK AZ MK                          029 29 26.4
 PD0948
 PD0948|---------------------------------------------------------------------|
 PD0948| PID    Reference Object                     Distance      Geod. Az  |
 PD0948|                                                           dddmmss.s |
 PD0948| CE7799 BOG CREEK AZ MK                                    0304904.1 |
 PD0948| CE7800 BOG CREEK RM 1                       14.002 METERS 03147     |
 PD0948| CE7801 BOG CREEK RM 2                        7.300 METERS 09828     |
 PD0948|---------------------------------------------------------------------|
 PD0948
 PD0948                          SUPERSEDED SURVEY CONTROL
 PD0948
 PD0948  NAD 83(1992)-  44 43 05.93599(N)    067 06 51.13050(W) AD(       ) 2
 PD0948  NAD 83(1986)-  44 43 05.93287(N)    067 06 51.13245(W) AD(       ) 2
 PD0948  NAD 27      -  44 43 05.63100(N)    067 06 53.21500(W) AD(       ) 2
 PD0948  NGVD 29 (07/19/86)   67.8    (m)          222.     (f) VERT ANG       
 PD0948
 PD0948.Superseded values are not recommended for survey control.
 PD0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0948.See file dsdata.txt to determine how the superseded data were derived.
 PD0948
 PD0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK4935653389(NAD 83)
 PD0948_MARKER: H = DRILL HOLE
 PD0948_SETTING: 0 = UNSPECIFIED SETTING
 PD0948
 PD0948  HISTORY     - Date     Condition        Report By
 PD0948  HISTORY     - 1863     MONUMENTED       CGS
 PD0948  HISTORY     - 1935     GOOD             MEGS
 PD0948  HISTORY     - 1946     GOOD             CGS
 PD0948  HISTORY     - 1960     SEE DESCRIPTION  CGS
 PD0948
 PD0948                          STATION DESCRIPTION
 PD0948
 PD0948'DESCRIBED BY COAST AND GEODETIC SURVEY 1863 (FPW)
 PD0948'STATION IS ON A HIGH ROCKY HILL ABOUT A MILE SW OF MOOSE COVE
 PD0948'AND ABOUT 1/2 MILE NE OF THE MOUTH OF BOG CREEK.  TO THE
 PD0948'SOUTHWARD OF THE STATION, AND AT THE FOOT OF THE HILL, THERE IS
 PD0948'A SMALL WOODEN SHANTY, AT A DISTANCE OF ABOUT 1/4 MILE.  THE
 PD0948'STATION IS MARKED BY A HOLE DRILLED IN THE ROCK.
 PD0948
 PD0948                          STATION RECOVERY (1935)
 PD0948
 PD0948'RECOVERY NOTE BY MAINE GEODETIC SURVEY 1935
 PD0948'STATION RECOVERED AS DESCRIBED.
 PD0948
 PD0948                          STATION RECOVERY (1946)
 PD0948
 PD0948'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0948'STATION IS ON THE SUMMIT OF A PROMINENT, BARE, ROCKY HILL
 PD0948'ABOUT 1-1/2 MILES SW OF THE MOUTH OF MOOSE COVE, 1/2 MILE N
 PD0948'OF BOG BROOK COVE, 1/2 MILE W OF THE SHORELINE OF GRAND MANAN
 PD0948'CHANNEL OPPOSITE THE STATION.  THE STATION IS ON THE W PART OF
 PD0948'THE SUMMIT OF THE HILL.
 PD0948'
 PD0948'STATION MARK IS A DRILL HOLE IN THE LEDGE SUMMIT, COVERED BY
 PD0948'A CAIRN.
 PD0948'
 PD0948'TO REACH THE STATION FROM CUTLER POST OFFICE, DRIVE NE ON MAINE
 PD0948'HIGHWAY 191 ABOUT 7.1 MILES, TURN RIGHT ON ROUGH GRAVEL ROAD
 PD0948'ABOUT 0.9 MILE, THENCE TURN RIGHT ON A FIELD ROAD UP STEEP
 PD0948'GRADE 1.0 MILE S TO BASE OF HILL.  FIELD ROAD PROBABLY
 PD0948'PASSABLE BY TRUCK ONLY IN DRY WEATHER.
 PD0948
 PD0948                          STATION RECOVERY (1960)
 PD0948
 PD0948'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HRL)
 PD0948'STATION WAS RECOVERED--A STANDARD DISK WAS CEMENTED IN THE
 PD0948'DRILLHOLE THAT MARKED THE STATION.  REFERENCE MARK NO. 1 AND
 PD0948'REFERENCE MARK NO. 2 AND AN AZIMUTH MARK WERE ESTABLISHED.
 PD0948'
 PD0948'A COMPLETE NEW DESCRIPTION FOLLOWS--STATION IS LOCATED ON THE
 PD0948'MOST SOUTHWEST PART OF A BARE ROCKY HILL, ABOUT 1-1/2 MILE
 PD0948'SOUTHWEST OF THE MOUTH OF MOOSE COVE AND ABOUT 1/2 MILE NORTH
 PD0948'OF BOG BROOK COVE.  IT IS 20 FEET NORTHWEST OF THE ROCKS EDGE AND
 PD0948'16 FEET NORTH OF ROCK LEDGE.  STATION IS MARKED BY A STANDARD
 PD0948'DISK CEMENTED FLUSH IN DRILLHOLE IN ROCK AND THE DISK IS STAMPED
 PD0948'BOG CREEK 1863 1960.
 PD0948'
 PD0948'TO REACH FROM THE POST OFFICE IN CUTLER, GO NORTHERLY ON
 PD0948'STATE HIGHWAY NO. 191 FOR 7.25 MILES TO A SIDE ROAD RIGHT,
 PD0948'TURN RIGHT ON GRAVEL ROAD AND GO EASTERLY FOR 0.8
 PD0948'MILE TO A SIDE ROAD RIGHT AND END OF TRUCK TRAVEL.  TURN RIGHT
 PD0948'AND GO SOUTHERLY ON TRACK ROAD LEADING THROUGH WOODS AND UP
 PD0948'STEEP HILL AND THEN ALONG FLAT AREA FOR ABOUT 1/2 MILE TO
 PD0948'(AZIMUTH MARK ON THE LEFT), CONTINUE SOUTH FOR ABOUT 1/2 MILE
 PD0948'TO STATION ON THE SOUTHWEST END OF THE SUMMIT.
 PD0948'
 PD0948'REFERENCE MARK NO. 1 IS 12 FEET SOUTH OF A ROCK LEDGE AND ON
 PD0948'A SMALL KNOLL.  IT IS MARKED BY A STANDARD DISK CEMENTED FLUSH
 PD0948'IN DRILLHOLE IN ROCK AND THE DISK IS STAMPED BOG CREEK NO 1
 PD0948'1883 1960.
 PD0948'
 PD0948'REFERENCE MARK NO. 2 IS 3 FEET WEST OF ROCK LEDGE AND 4.6 FEET
 PD0948'NORTH OF ROCK LEDGE.  IT IS MARKED BY A STANDARD DISK CEMENTED
 PD0948'FLUSH IN DRILLHOLE IN ROCK AND THE DISK IS STAMPED BOG CREEK
 PD0948'NO 2 1863 1960.
 PD0948'
 PD0948'DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 PD0948'NO. 2 IS 42.56 FEET OR 12.972 METERS.
 PD0948'
 PD0948'AZIMUTH MARK IS 6.2 FEET EAST OF STEEL WITNESS POST WITH
 PD0948'SIGN, 75 FEET EAST OF TRACK ROAD AND ABOUT 50 YARDS FROM THE
 PD0948'HIGHEST PART OF HILL.  IT IS MARKED BY A STANDARD DISK CEMENTED
 PD0948'FLUSH IN DRILLHOLE IN ROCK AND THE DISK IS STAMPED BOG CREEK 1960.
 PD0948'
 PD0948'HEIGHT OF LIGHT ABOVE STATION MARK 1.32 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0546 ***********************************************************************
 QF0546  DESIGNATION -  BOGAN IBC
 QF0546  PID         -  QF0546
 QF0546  STATE/COUNTY-  ME/WASHINGTON
 QF0546  USGS QUAD   -  VANCEBORO (1988)
 QF0546
 QF0546                         *CURRENT SURVEY CONTROL
 QF0546  ___________________________________________________________________
 QF0546* NAD 83(1996)-  45 34 20.03979(N)    067 25 16.17854(W)     ADJUSTED  
 QF0546* NAVD 88     -       118.     (meters)     387.     (feet)  SCALED    
 QF0546  ___________________________________________________________________
 QF0546  LAPLACE CORR-           2.99  (seconds)                    DEFLEC99
 QF0546  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 QF0546
 QF0546  HORZ ORDER  -  THIRD
 QF0546
 QF0546.The horizontal coordinates were established by classical geodetic methods
 QF0546.and adjusted by the National Geodetic Survey in March 1998..
 QF0546
 QF0546.The orthometric height was scaled from a topographic map.
 QF0546
 QF0546.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0546
 QF0546.The geoid height was determined by GEOID03.
 QF0546
 QF0546;                    North         East     Units Scale Factor Converg.
 QF0546;SPC ME E     -   212,299.824   384,203.592   MT  0.99998714   +0 46 13.7
 QF0546;UTM  19      - 5,047,733.735   623,191.552   MT  0.99978659   +1 07 39.5
 QF0546
 QF0546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0546!SPC ME E     -   0.99998523  x   0.99998714  =   0.99997237
 QF0546!UTM  19      -   0.99998523  x   0.99978659  =   0.99977183
 QF0546
 QF0546:                Primary Azimuth Mark                     Grid Az
 QF0546:SPC ME E     -  HOWLAND IBC                              010 36 23.3
 QF0546:UTM  19      -  HOWLAND IBC                              010 14 57.5
 QF0546
 QF0546|---------------------------------------------------------------------|
 QF0546| PID    Reference Object                     Distance      Geod. Az  |
 QF0546|                                                           dddmmss.s |
 QF0546| QF0356 HOWLAND IBC                         APPROX. 2.6 KM 0112237.0 |
 QF0546| QF0637 VANCEBORO SCH HOUSE CHY             APPROX. 1.1 KM 2274728.8 |
 QF0546| QF0548 BROWN 2                              47.077 METERS 23459     |
 QF0546| QF0569 BLACK CHIMNEY IBC                   427.178 METERS 2490502.2 |
 QF0546| QF0556 DOMINO IBC                          256.714 METERS 28329     |
 QF0546|---------------------------------------------------------------------|
 QF0546
 QF0546                          SUPERSEDED SURVEY CONTROL
 QF0546
 QF0546  NAD 83(1992)-  45 34 20.03559(N)    067 25 16.17553(W) AD(       ) 3
 QF0546  NAD 83(1986)-  45 34 20.04002(N)    067 25 16.18544(W) AD(       ) 3
 QF0546  NAD 27      -  45 34 19.80032(N)    067 25 18.18271(W) AD(       ) 3
 QF0546
 QF0546.Superseded values are not recommended for survey control.
 QF0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0546.See file dsdata.txt to determine how the superseded data were derived.
 QF0546
 QF0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2319247734(NAD 83)
 QF0546_MARKER: DD = SURVEY DISK
 QF0546_SETTING: 80 = SET IN A BOULDER
 QF0546_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0546+STABILITY: SURFACE MOTION
 QF0546
 QF0546  HISTORY     - Date     Condition        Report By
 QF0546  HISTORY     - 1946     MONUMENTED       IBC
 QF0546  HISTORY     - 1955     SEE DESCRIPTION  IBC
 QF0546
 QF0546                          STATION DESCRIPTION
 QF0546
 QF0546'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF0546'ON LOGANS POINT ON THE LOWER SIDE OF---THE BOGAN---OPPOSITE VARNEY
 QF0546'ISLAND IN SPEDNIK LAKE ABOUT 1/2 MILE ABOVE VANCEBORO, ME.  IT IS ON
 QF0546'A FLAT - TOPPED BOULDER 10 FEET SQUARE AND 4 FEET HIGH, THE LARGEST
 QF0546'ROCK ON THE POINT, AND ON THE W OF THE TWIN POINTS AT THE S ENTRANCE
 QF0546'TO---THE BOGAN---AT LOW WATER.  TOP OF ROCK AWASH AT HIGH WATER AND
 QF0546'ABOUT A HUNDRED FEET OUTSIDE THE PASTURE FENCE ACROSS THE POINT.
 QF0546'
 QF0546'STATION MARK IS AN IBC BRONZE STATION DISK SET IN A DRILL HOLE IN THE
 QF0546'ROCK.
 QF0546'
 QF0546'BROWN 2 IS 154.515 FEET W.
 QF0546
 QF0546                          STATION RECOVERY (1955)
 QF0546
 QF0546'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF0546'DISK GONE, HOLE ONLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2630 ***********************************************************************
 OC2630  DESIGNATION -  BOGGS
 OC2630  PID         -  OC2630
 OC2630  STATE/COUNTY-  ME/YORK
 OC2630  USGS QUAD   -  STANDISH (1983)
 OC2630
 OC2630                         *CURRENT SURVEY CONTROL
 OC2630  ___________________________________________________________________
 OC2630* NAD 83(1996)-  43 39 29.91502(N)    070 34 45.99920(W)     ADJUSTED  
 OC2630* NAVD 88     -       113.5    (meters)     372.     (feet)  VERTCON   
 OC2630  ___________________________________________________________________
 OC2630  LAPLACE CORR-           4.13  (seconds)                    DEFLEC99
 OC2630  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 OC2630
 OC2630  HORZ ORDER  -  FIRST
 OC2630
 OC2630.The horizontal coordinates were established by classical geodetic methods
 OC2630.and adjusted by the National Geodetic Survey in March 1998..
 OC2630
 OC2630.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2630
 OC2630.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2630
 OC2630.The geoid height was determined by GEOID03.
 OC2630
 OC2630;                    North         East     Units Scale Factor Converg.
 OC2630;SPC ME W     -    91,732.583   866,704.371   MT  0.99998030   -0 17 05.9
 OC2630;UTM  19      - 4,835,135.187   372,644.220   MT  0.99979950   -1 05 25.9
 OC2630
 OC2630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2630!SPC ME W     -   0.99998638  x   0.99998030  =   0.99996668
 OC2630!UTM  19      -   0.99998638  x   0.99979950  =   0.99978588
 OC2630
 OC2630:                Primary Azimuth Mark                     Grid Az
 OC2630:SPC ME W     -  ANDREW                                   079 12 26.6
 OC2630:UTM  19      -  ANDREW                                   080 00 46.6
 OC2630
 OC2630|---------------------------------------------------------------------|
 OC2630| PID    Reference Object                     Distance      Geod. Az  |
 OC2630|                                                           dddmmss.s |
 OC2630| OC1938 ANDREW                              APPROX.10.4 KM 0785520.7 |
 OC2630| CE7241 BOGGS RM 1                           20.515 METERS 20227     |
 OC2630| CE7242 BOGGS RM 2                           21.375 METERS 28813     |
 OC2630|---------------------------------------------------------------------|
 OC2630
 OC2630                          SUPERSEDED SURVEY CONTROL
 OC2630
 OC2630  NAD 83(1992)-  43 39 29.91374(N)    070 34 46.00041(W) AD(       ) 1
 OC2630  NAD 83(1986)-  43 39 29.92037(N)    070 34 46.00602(W) AD(       ) 1
 OC2630  NAD 27      -  43 39 29.63382(N)    070 34 47.80862(W) AD(       ) 1
 OC2630  NGVD 29 (07/19/86)  113.7    (m)          373.     (f) VERT ANG       
 OC2630
 OC2630.Superseded values are not recommended for survey control.
 OC2630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2630.See file dsdata.txt to determine how the superseded data were derived.
 OC2630
 OC2630_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ7264435135(NAD 83)
 OC2630_MARKER: DS = TRIANGULATION STATION DISK
 OC2630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC2630_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC2630
 OC2630  HISTORY     - Date     Condition        Report By
 OC2630  HISTORY     - 1976     MONUMENTED       NGS
 OC2630
 OC2630                          STATION DESCRIPTION
 OC2630
 OC2630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2630'THE STATION IS LOCATED 1.3 MILES SOUTHEAST OF WEST BUXTON,
 OC2630'0.2 MILES WEST-NORTHWEST OF BUXTON CENTER, 3.4 MILE
 OC2630'NORTH-NORTHWEST OF BAR MILLS, AND 3.9 MILES NORTH
 OC2630'OF ROLLIS CENTER.
 OC2630'
 OC2630'TO REACH THE STATION FROM THE POST OFFICE
 OC2630'IN WEST BUXTON, GO NORTH-NORTHEAST ON STATE ROUTE 112
 OC2630'FOR 0.6 MILE TO A CROSSROAD (WARREN ROAD).  TURN RIGHT,
 OC2630'GO SOUTH-SOUTHEAST ON WARREN ROAD FOR 1.05 MILES TO
 OC2630'JUNCTION OF WARREN ROAD AND A POWERLINE TRACK ROAD
 OC2630'ON THE LEFT.  TURN LEFT, GO SOUTHEAST ON TRACK
 OC2630'ROAD ALONG POWERLINE FOR 0.3 MILE TO THE TOP OF THE
 OC2630'RIDGE AND THE STATION ON THE LEFT.  YOU SHOULD TAKE SOME
 OC2630'PLANKS AND BLOCKING TO MAKE A BRIDGE OVER THE WARREN
 OC2630'ROAD DITCH.
 OC2630'
 OC2630'THE STATION MARKS ARE STANDARD DISKS STAMPED--BOGGS 1975--.
 OC2630'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OC2630'CONCRETE POST WHICH IS 6 INCHES ABOVE THE GROUND SURFACE.
 OC2630'IT IS 21.5 FEET NORTH OF A 14-INCH BLAZED PINE TREE, 67.3
 OC2630'FEET NORTH-NORTHEAST OF POWER POLE 27 AND 37 FEET NORTHEAST
 OC2630'OF THE CENTERLINE OF THE TRACK ROAD. THE UNDERGROUND DISK IS
 OC2630'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 30-INCHES
 OC2630'BELOW THE GROUND SURFACE.
 OC2630'
 OC2630'REFERENCE MARK 1, A STANDARD DISK STAMPED--BOGGS NO 1
 OC2630'1975--IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OC2630'POST WHICH IS 5-INCHES ABOVE THE GROUND SURFACE.  IT IS 5-FEET
 OC2630'WEST-NORTHWEST OF POWER POLE 27, 29-FEET SOUTHWEST OF THE
 OC2630'CENTERLINE OF THE TRACK ROAD AND 50.5 FEET SOUTHWEST OF A
 OC2630'14-INCH BLAZED PINE TREE.
 OC2630'
 OC2630'REFERENCE MARK 2, A STANDARD DISK STAMPED--BOGGS NO 2
 OC2630'1975--IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OC2630'POST WHICH IS 6-INCHES ABOVE THE GROUND SURFACE.  IT IS
 OC2630'23 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK ROAD,
 OC2630'897.5 FEET NORTH OF POWER POLE 27 AND 2.3 FEET SOUTHWEST
 OC2630'OF A METAL WITNESS POST.
 OC2630'
 OC2630'NO AZIMUTH MARK WAS SET AT THIS TIME.
 OC2630'
 OC2630'THE STATION IS ON PROPERTY OWNED BY MR. DANIEL W. CLAY
 OC2630'P.O. BOX 68 WEST BUXTON, MAINE 04093, PHONE 727-3635
 OC2630'WHO GAVE PERMISSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0315 ***********************************************************************
 QH0315  DESIGNATION -  BOGGY IBC
 QH0315  PID         -  QH0315
 QH0315  STATE/COUNTY-  ME/OXFORD
 QH0315  USGS QUAD   -  PARMACHENEE LAKE (1990)
 QH0315
 QH0315                         *CURRENT SURVEY CONTROL
 QH0315  ___________________________________________________________________
 QH0315* NAD 83(1996)-  45 14 32.53506(N)    070 53 46.22523(W)     ADJUSTED  
 QH0315* NAVD 88     -       853.     (meters)    2799.     (feet)  SCALED    
 QH0315  ___________________________________________________________________
 QH0315  LAPLACE CORR-           5.30  (seconds)                    DEFLEC99
 QH0315  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 QH0315
 QH0315  HORZ ORDER  -  THIRD
 QH0315
 QH0315.The horizontal coordinates were established by classical geodetic methods
 QH0315.and adjusted by the National Geodetic Survey in March 1998..
 QH0315
 QH0315.The orthometric height was scaled from a topographic map.
 QH0315
 QH0315.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0315
 QH0315.The geoid height was determined by GEOID03.
 QH0315
 QH0315;                    North         East     Units Scale Factor Converg.
 QH0315;SPC ME W     -   267,925.353   842,725.618   MT  1.00000698   -0 31 04.9
 QH0315;UTM  19      - 5,011,624.218   351,184.108   MT  0.99987230   -1 20 48.1
 QH0315
 QH0315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0315!SPC ME W     -   0.99987031  x   1.00000698  =   0.99987729
 QH0315!UTM  19      -   0.99987031  x   0.99987230  =   0.99974262
 QH0315
 QH0315:                Primary Azimuth Mark                     Grid Az
 QH0315:SPC ME W     -  BOULDER IBC                              075 02 08.7
 QH0315:UTM  19      -  BOULDER IBC                              075 51 51.9
 QH0315
 QH0315|---------------------------------------------------------------------|
 QH0315| PID    Reference Object                     Distance      Geod. Az  |
 QH0315|                                                           dddmmss.s |
 QH0315| QH0304 BOULDER IBC                         APPROX. 2.5 KM 0743103.8 |
 QH0315| QH0313 MON 455 ECC IBC                     183.541 METERS 15503     |
 QH0315| QH0316 BOGGY ECC 2 IBC                     124.780 METERS 34322     |
 QH0315|---------------------------------------------------------------------|
 QH0315
 QH0315                          SUPERSEDED SURVEY CONTROL
 QH0315
 QH0315  NAD 83(1992)-  45 14 32.53377(N)    070 53 46.22264(W) AD(       ) 3
 QH0315  NAD 83(1992)-  45 14 32.54156(N)    070 53 46.21935(W) AD(       ) 3
 QH0315  NAD 83(1986)-  45 14 32.53957(N)    070 53 46.22342(W) AD(       ) 3
 QH0315  NAD 27      -  45 14 32.37600(N)    070 53 47.98300(W) AD(       ) 3
 QH0315
 QH0315.Superseded values are not recommended for survey control.
 QH0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0315.See file dsdata.txt to determine how the superseded data were derived.
 QH0315
 QH0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL5118411624(NAD 83)
 QH0315_MARKER: DD = SURVEY DISK
 QH0315_SETTING: 66 = SET IN ROCK OUTCROP
 QH0315_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 QH0315_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QH0315+STABILITY: POSITION/ELEVATION WELL
 QH0315
 QH0315  HISTORY     - Date     Condition        Report By
 QH0315  HISTORY     - 1916     MONUMENTED       IBC
 QH0315  HISTORY     - 1941     GOOD             IBC
 QH0315
 QH0315                          STATION DESCRIPTION
 QH0315
 QH0315'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1916 (JH)
 QH0315'IN WOBURN TOWNSHIP, ON THE HIGH BOUNDARY HILL ABOUT THREE - FOURTHS
 QH0315'MILE WEST OF ARNOLD BOG.  THE STATION IS ON THE HIGHEST POINT OF THE
 QH0315'SOUTHEAST PEAK, ABOUT 600 FEET NORTH - NORTHWEST OF MONUMENT 455.
 QH0315'
 QH0315'STATION MARK--A BRONZE DISK CEMENTED IN A DRILL HOLE IN A ROCK.
 QH0315'MONUMENT 455 - 5 IS 62.99 FEET DISTANT, N 56 DEG 57 MIN W,
 QH0315'FROM THE STATION.
 QH0315
 QH0315                          STATION RECOVERY (1941)
 QH0315
 QH0315'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941
 QH0315'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2411 ***********************************************************************
 OC2411  DESIGNATION -  BOILING ROCK 1900
 OC2411  PID         -  OC2411
 OC2411  STATE/COUNTY-  ME/YORK
 OC2411  USGS QUAD   -  PORTSMOUTH (1993)
 OC2411
 OC2411                         *CURRENT SURVEY CONTROL
 OC2411  ___________________________________________________________________
 OC2411* NAD 83(1996)-  43 05 55.62009(N)    070 46 48.42651(W)     ADJUSTED  
 OC2411* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 OC2411  ___________________________________________________________________
 OC2411  LAPLACE CORR-           3.42  (seconds)                    DEFLEC99
 OC2411  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 OC2411
 OC2411  HORZ ORDER  -  THIRD
 OC2411
 OC2411.The horizontal coordinates were established by classical geodetic methods
 OC2411.and adjusted by the National Geodetic Survey in March 1998..
 OC2411
 OC2411.The orthometric height was scaled from a topographic map.
 OC2411
 OC2411.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2411
 OC2411.The geoid height was determined by GEOID03.
 OC2411
 OC2411;                    North         East     Units Scale Factor Converg.
 OC2411;SPC ME W     -    29,671.081   850,060.353   MT  0.99999733   -0 25 09.0
 OC2411;SPC NH       -    66,897.448   372,171.874   MT  1.00003072   +0 36 20.8
 OC2411;SPC NH       -   219,479.38  1,221,033.89   sFT  1.00003072   +0 36 20.8
 OC2411;UTM  19      - 4,773,322.460   355,136.545   MT  0.99985816   -1 12 59.4
 OC2411
 OC2411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2411!SPC ME W     -   1.00000406  x   0.99999733  =   1.00000139
 OC2411!SPC NH       -   1.00000406  x   1.00003072  =   1.00003478
 OC2411!UTM  19      -   1.00000406  x   0.99985816  =   0.99986222
 OC2411
 OC2411|---------------------------------------------------------------------|
 OC2411| PID    Reference Object                     Distance      Geod. Az  |
 OC2411|                                                           dddmmss.s |
 OC2411| OC2417 JAKE 1900                           262.166 METERS 15237     |
 OC2411| OC2389 D PICKERING BARN NORTH GABLE        APPROX. 0.6 KM 2315402.3 |
 OC2411| OC2408 HUNTRESS 1900                       311.054 METERS 25604     |
 OC2411| OC2391 GREENACRE TALL FLAGSTAFF            APPROX. 1.9 KM 3180809.1 |
 OC2411|---------------------------------------------------------------------|
 OC2411
 OC2411                          SUPERSEDED SURVEY CONTROL
 OC2411
 OC2411  NAD 83(1992)-  43 05 55.61917(N)    070 46 48.42651(W) AD(       ) 3
 OC2411  NAD 83(1986)-  43 05 55.62297(N)    070 46 48.43217(W) AD(       ) 3
 OC2411  NAD 27      -  43 05 55.29000(N)    070 46 50.23000(W) AD(       ) 3
 OC2411
 OC2411.Superseded values are not recommended for survey control.
 OC2411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2411.See file dsdata.txt to determine how the superseded data were derived.
 OC2411
 OC2411_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH5513773322(NAD 83)
 OC2411
 OC2411  HISTORY     - Date     Condition        Report By
 OC2411  HISTORY     - 1900     MONUMENTED       CGS
 OC2411  HISTORY     - 1903     SEE DESCRIPTION  CGS
 OC2411
 OC2411                          STATION DESCRIPTION
 OC2411
 OC2411'DESCRIBED BY COAST AND GEODETIC SURVEY 1903
 OC2411'STATION IS ON THE EXTREME POINT OF BOILING ROCK POINT, ON THE
 OC2411'LAND OF CAPTAIN E. PAUL.  THE STATION IS JUST ABOVE HIGH-WATER
 OC2411'MARK, AND IS MARKED BY A DRILL HOLE IN THE SOLID LEDGE.  JUST
 OC2411'BACK FROM THE STATION THE ROCK FORMS A CLIFF THAT IS ABOUT
 OC2411'30 FEET HIGH, WITH PINE TREES GROWING CLOSE TO THE EDGE.  IN
 OC2411'1903 THE CENTER WAS RECOVERED, BUT OWING TO DECOMPOSITION OF
 OC2411'THE ROCK THE MARK WAS NOT EASILY RECOGNIZED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1058 ***********************************************************************
 PD1058  DESIGNATION -  BOIS BUBERT RESET
 PD1058  PID         -  PD1058
 PD1058  STATE/COUNTY-  ME/WASHINGTON
 PD1058  USGS QUAD   -  BOIS BUBERT (1950)
 PD1058
 PD1058                         *CURRENT SURVEY CONTROL
 PD1058  ___________________________________________________________________
 PD1058* NAD 83(1996)-  44 26 26.69794(N)    067 52 14.06701(W)     ADJUSTED  
 PD1058* NAVD 88     -        54.     (meters)     177.     (feet)  SCALED    
 PD1058  ___________________________________________________________________
 PD1058  LAPLACE CORR-           4.39  (seconds)                    DEFLEC99
 PD1058  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 PD1058
 PD1058  HORZ ORDER  -  THIRD
 PD1058
 PD1058.The horizontal coordinates were established by classical geodetic methods
 PD1058.and adjusted by the National Geodetic Survey in March 1998..
 PD1058
 PD1058.The orthometric height was scaled from a topographic map.
 PD1058
 PD1058.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1058
 PD1058.The geoid height was determined by GEOID03.
 PD1058
 PD1058;                    North         East     Units Scale Factor Converg.
 PD1058;SPC ME E     -    86,194.979   350,103.640   MT  0.99993086   +0 26 26.6
 PD1058;UTM  19      - 4,921,448.089   589,877.819   MT  0.99969934   +0 47 27.0
 PD1058
 PD1058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD1058!SPC ME E     -   0.99999525  x   0.99993086  =   0.99992611
 PD1058!UTM  19      -   0.99999525  x   0.99969934  =   0.99969459
 PD1058
 PD1058:                Primary Azimuth Mark                     Grid Az
 PD1058:SPC ME E     -  NASH ISLAND LIGHTHOUSE NEW               074 36 10.8
 PD1058:UTM  19      -  NASH ISLAND LIGHTHOUSE NEW               074 15 10.4
 PD1058
 PD1058|---------------------------------------------------------------------|
 PD1058| PID    Reference Object                     Distance      Geod. Az  |
 PD1058|                                                           dddmmss.s |
 PD1058| PD1050 NASH ISLAND LIGHTHOUSE NEW          APPROX.10.2 KM 0750237.4 |
 PD1058| CE7802 BOIS BUBERT RM 1                      4.305 METERS 19458     |
 PD1058| CE7803 BOIS BUBERT RM 2                      6.539 METERS 31901     |
 PD1058|---------------------------------------------------------------------|
 PD1058
 PD1058                          SUPERSEDED SURVEY CONTROL
 PD1058
 PD1058  NAD 83(1992)-  44 26 26.69490(N)    067 52 14.06891(W) AD(       ) 3
 PD1058  NAD 83(1986)-  44 26 26.69168(N)    067 52 14.07312(W) AD(       ) 3
 PD1058  NAD 27      -  44 26 26.41000(N)    067 52 16.07000(W) AD(       ) 3
 PD1058
 PD1058.Superseded values are not recommended for survey control.
 PD1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1058.See file dsdata.txt to determine how the superseded data were derived.
 PD1058
 PD1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK8987821448(NAD 83)
 PD1058
 PD1058  HISTORY     - Date     Condition        Report By
 PD1058  HISTORY     - 1934     MONUMENTED       CGS
 PD1058  HISTORY     - 1913     SEE DESCRIPTION  CGS
 PD1058  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PD1058  HISTORY     - 1945     SEE DESCRIPTION  CGS
 PD1058
 PD1058                          STATION DESCRIPTION
 PD1058
 PD1058'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 PD1058'STATION IS ON THE HIGHEST POINT OF BOIS BUBERT ISLAND, WHICH
 PD1058'LIES ON THE E SIDE OF PIGEON HILL BAY IN A SLATE-COLORED
 PD1058'ROCK.  THE LEDGE IS FLAT ON TOP, WITH A 2-FOOT DROP ON ITS S
 PD1058'SIDE, AND THE STATION IS ABOUT 8 FEET FROM THIS LEDGE AND ABOUT
 PD1058'200 METERS SW OF A LARGE POND.  THE ISLAND IS COVERED WITH BARE
 PD1058'LEDGES AND A DENSE GROWTH OF BRUSH AND SOME TIMBER BETWEEN
 PD1058'THEM.  THE STATION IS MARKED BY A DRILL HOLE SURROUNDED BY A
 PD1058'TRIANGLE CUT IN THE ROCK AND COVERED BY A CAIRN.
 PD1058
 PD1058                          STATION RECOVERY (1934)
 PD1058
 PD1058'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PD1058'STATION WAS RECOVERED AS DESCRIBED.  IT IS ON THE HIGHEST POINT
 PD1058'OF BOIS BUBERT ISLAND, ON THE NW PORTION AND ABOUT 200 METERS SW
 PD1058'OF A LARGE POND.  STATION IS NEAR THE CENTER OF A FLAT LEDGE WHICH
 PD1058'IS THE MOST PROMINENT ONE IN THE VICINITY.
 PD1058'
 PD1058'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN
 PD1058'DRILL HOLES IN OUTCROPPING BEDROCK.
 PD1058'
 PD1058'STATION MARK WAS SET IN THE OLD DRILL HOLE.
 PD1058'
 PD1058'REFERENCE MARK NO. 1 IS ON THE HIGH FLAT LEDGE ABOUT 0.1 METER
 PD1058'FROM ITS S EDGE.
 PD1058'
 PD1058'REFERENCE MARK NO. 2 IS IN RANGE WITH PIGEON HILL, ON THE LEDGE
 PD1058'JUST NW OF THE HIGH FLAT LEDGE.
 PD1058'
 PD1058'STATION IS MOST EASILY REACHED FROM PIGEON HILL BAY AND THE W
 PD1058'SHORE OF THE ISLAND.  IT IS ABOUT 1/4 MILE FROM A COVE ON THE W
 PD1058'SHORE.
 PD1058'
 PD1058'A TARGET WAS SET 16 FEET ABOVE AND INSTRUMENT 5 FEET ABOVE THE
 PD1058'STATION.
 PD1058
 PD1058                          STATION RECOVERY (1945)
 PD1058
 PD1058'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (FLP)
 PD1058'STATION AND REFERENCE MARKS RECOVERED IN GOOD
 PD1058'CONDITION.  DESCRIPTION ADEQUATE.  DISTANCES TO REFERENCE MARKS
 PD1058'WERE MEASURED AND CHECK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2156 ***********************************************************************
 PE2156  DESIGNATION -  BOLIANS JOHN HOUSE CHIMNEY
 PE2156  PID         -  PE2156
 PE2156  STATE/COUNTY-  ME/WALDO
 PE2156  USGS QUAD   -  HAMPDEN (1982)
 PE2156
 PE2156                         *CURRENT SURVEY CONTROL
 PE2156  ___________________________________________________________________
 PE2156* NAD 83(1996)-  44 39 45.27771(N)    068 49 40.84734(W)     ADJUSTED  
 PE2156* NAVD 88     -                                                        
 PE2156  ___________________________________________________________________
 PE2156  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 PE2156  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 PE2156
 PE2156  HORZ ORDER  -  THIRD
 PE2156
 PE2156.The horizontal coordinates were established by classical geodetic methods
 PE2156.and adjusted by the National Geodetic Survey in March 1998..
 PE2156
 PE2156
 PE2156.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2156
 PE2156.The geoid height was determined by GEOID03.
 PE2156
 PE2156;                    North         East     Units Scale Factor Converg.
 PE2156;SPC ME E     -   110,702.320   273,988.455   MT  0.99990832   -0 13 50.1
 PE2156;UTM  19      - 4,945,482.494   513,634.518   MT  0.99960229   +0 07 15.2
 PE2156
 PE2156                          SUPERSEDED SURVEY CONTROL
 PE2156
 PE2156  NAD 83(1992)-  44 39 45.27347(N)    068 49 40.83688(W) AD(       ) 4
 PE2156  NAD 83(1986)-  44 39 45.27208(N)    068 49 40.83849(W) AD(       ) 4
 PE2156  NAD 27      -  44 39 45.02000(N)    068 49 42.71000(W) AD(       ) 3
 PE2156
 PE2156.Superseded values are not recommended for survey control.
 PE2156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2156.See file dsdata.txt to determine how the superseded data were derived.
 PE2156
 PE2156_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1363545482(NAD 83)
 PE2156
 PE2156  HISTORY     - Date     Condition        Report By
 PE2156  HISTORY     - UNK      MONUMENTED
 PE2156  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2156  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE2156
 PE2156                          STATION DESCRIPTION
 PE2156
 PE2156'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2156'THIS STATION IS LOST.
 PE2156
 PE2156                          STATION RECOVERY (1944)
 PE2156
 PE2156'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE2156'STATION IS LOST.  ACCORDING TO LOCAL INFORMATION HOUSE HAS
 PE2156'BURNED AND ANOTHER ONE HAS BEEN BUILT CLOSE TO THE SAME SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2419 ***********************************************************************
 OC2419  DESIGNATION -  BOLT
 OC2419  PID         -  OC2419
 OC2419  STATE/COUNTY-  ME/YORK
 OC2419  USGS QUAD   -  PORTSMOUTH (1993)
 OC2419
 OC2419                         *CURRENT SURVEY CONTROL
 OC2419  ___________________________________________________________________
 OC2419* NAD 83(1996)-  43 07 07.71702(N)    070 46 39.53385(W)     ADJUSTED  
 OC2419* NAVD 88     -        42.8    (meters)     140.     (feet)  VERTCON   
 OC2419  ___________________________________________________________________
 OC2419  LAPLACE CORR-           3.64  (seconds)                    DEFLEC99
 OC2419  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 OC2419
 OC2419  HORZ ORDER  -  FIRST
 OC2419
 OC2419.The horizontal coordinates were established by classical geodetic methods
 OC2419.and adjusted by the National Geodetic Survey in March 1998..
 OC2419
 OC2419.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2419
 OC2419.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2419
 OC2419.The geoid height was determined by GEOID03.
 OC2419
 OC2419;                    North         East     Units Scale Factor Converg.
 OC2419;SPC ME W     -    31,894.436   850,277.659   MT  0.99999707   -0 25 03.4
 OC2419;SPC NH       -    69,124.410   372,349.374   MT  1.00003103   +0 36 27.7
 OC2419;SPC NH       -   226,785.67  1,221,616.24   sFT  1.00003103   +0 36 27.7
 OC2419;UTM  19      - 4,775,542.265   355,384.740   MT  0.99985728   -1 12 54.9
 OC2419
 OC2419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2419!SPC ME W     -   0.99999747  x   0.99999707  =   0.99999454
 OC2419!SPC NH       -   0.99999747  x   1.00003103  =   1.00002850
 OC2419!UTM  19      -   0.99999747  x   0.99985728  =   0.99985475
 OC2419
 OC2419|---------------------------------------------------------------------|
 OC2419| PID    Reference Object                     Distance      Geod. Az  |
 OC2419|                                                           dddmmss.s |
 OC2419| CE7245 BOLT RM 2                            31.491 METERS 02803     |
 OC2419| OC2305 AGAMENTICUS RESET                   APPROX.13.6 KM 0305448.7 |
 OC2419| CE7244 BOLT RM 1                            23.039 METERS 11931     |
 OC2419| OC2300 KITTERY MUN TANK                    APPROX. 3.8 KM 1253607.5 |
 OC2419| OC2476 ELIOT KITTERY WATER WORK SPIPE       23.084 METERS 13524     |
 OC2419| OC2268 KITTERY NAVY YARD TANK              APPROX. 5.0 KM 1392901.1 |
 OC2419| OC2484 PORTSMOUTH N CHURCH SPIRE           APPROX. 4.9 KM 1605640.5 |
 OC2419| OC2479 PISCATAQUA RIVER I95 BR E LT        APPROX. 3.1 KM 1622804.9 |
 OC2419| OC2480 PISCATAQUA RIVER I95 BR W LT        APPROX. 3.0 KM 1624032.5 |
 OC2419| OC2431 PORTSMOUTH NAT GYPSUM TALL STK      APPROX. 3.3 KM 1670820.7 |
 OC2419| OC2430 PORTSMOUTH RAD STA WHEB TOWER       APPROX. 7.6 KM 1743314.6 |
 OC2419| OC2414 PORTSMOUTH STANDPIPE                APPROX. 6.1 KM 1811244.8 |
 OC2419| OC2413 PORTSMOUTH WENTWORTH ACRES TK       APPROX. 3.6 KM 1824218.0 |
 OC2419| OC2481 PORTSMOUTH SCHILLER CEN STK         APPROX. 2.4 KM 1920116.9 |
 OC2419| OC2483 NEWINGTON POWER STA STACK           APPROX. 2.3 KM 2070836.7 |
 OC2419| OC2405 PORTSMOUTH F JONES STANDPIPE        APPROX. 6.7 KM 2094632.4 |
 OC2419| CE7243 BOLT AZ MK                                         2201140.3 |
 OC2419| OC2333 DOVER FIRST PARISH CONG CH          APPROX.11.2 KM 3154823.6 |
 OC2419| OC2383 DOVER WDNH RADIO MAST               APPROX. 7.8 KM 3213230.8 |
 OC2419| OC2384 GARRISON HILL 1943 RM 3             APPROX.12.5 KM 3232841.4 |
 OC2419| OC2547 SOMERSWORTH GT FALLS DYE STACK      APPROX.16.6 KM 3363803.0 |
 OC2419|---------------------------------------------------------------------|
 OC2419
 OC2419                          SUPERSEDED SURVEY CONTROL
 OC2419
 OC2419  NAD 83(1992)-  43 07 07.71628(N)    070 46 39.53387(W) AD(       ) 1
 OC2419  NAD 83(1986)-  43 07 07.72038(N)    070 46 39.53969(W) AD(       ) 1
 OC2419  NAD 27      -  43 07 07.40300(N)    070 46 41.34400(W) AD(       ) 1
 OC2419  NGVD 29 (07/19/86)   43.0    (m)          141.     (f) VERT ANG       
 OC2419
 OC2419.Superseded values are not recommended for survey control.
 OC2419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2419.See file dsdata.txt to determine how the superseded data were derived.
 OC2419
 OC2419_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH5538575542(NAD 83)
 OC2419_MARKER: Z = SEE DESCRIPTION
 OC2419_SETTING: 0 = UNSPECIFIED SETTING
 OC2419
 OC2419  HISTORY     - Date     Condition        Report By
 OC2419  HISTORY     - 1941     MONUMENTED       CGS
 OC2419  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OC2419  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OC2419
 OC2419                          STATION DESCRIPTION
 OC2419
 OC2419'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC2419'STATION IS LOCATED ON THE SUMMIT OF BOLT HILL, 1.1 MI. NE OF THE
 OC2419'CENTER OF PISCATAQUA RIVER, ABOUT 3.0 MI. NW OF THE CENTER OF
 OC2419'PORTSMOUTH, ON THE PROPERTY OF THE KITTERY WATER WORKS, 54.7
 OC2419'FT. W OF THE CONCRETE FOUNDATION DIRECTLY UNDER A FLUSHING VALVE
 OC2419'OF THE KITTERY WATER WORKS STANDPIPE, AND ABOUT 103 FT. S OF A
 OC2419'PROPERTY LINE FENCE.  SURFACE STATION MARK IS A STANDARD STATION
 OC2419'DISK SET IN THE TOP OF A CONCRETE POST.
 OC2419'
 OC2419'THE UNDERGROUND MARK IS A STANDARD DISK SET IN THE TOP OF A
 OC2419'CONCRETE POST.
 OC2419'
 OC2419'REFERENCE MARK 1 IS A STANDARD BRONZE DISK COUNTERSUNK IN THE
 OC2419'CONCRETE FOUNDATION ON THE N SIDE OF THE STANDPIPE.
 OC2419'
 OC2419'REFERENCE MARK 2 IS N OF THE STATION IN THE PROPERTY-LINE
 OC2419'FENCE.  IT IS A STANDARD REFERENCE-MARK DISK SET IN THE TOP OF
 OC2419'A CONCRETE POST PROJECTING ABOUT 4 IN. ABOVE GROUND.
 OC2419'
 OC2419'THE AZIMUTH MARK IS 0.3 MI. S OF THE STATION, 15 FT. N OF THE
 OC2419'CENTER OF THE PAVED HIGHWAY, AND 165 FT. E OF THE INTERSECTION
 OC2419'OF THE HIGHWAY AND GREENWOOD STREET.  IT IS A STANDARD AZIMUTH-MARK
 OC2419'DISK SET IN THE TOP OF A CONCRETE POST.
 OC2419'
 OC2419'STATION IS REACHED FROM THE CENTER OF THE MEMORIAL BRIDGE BETWEEN
 OC2419'PORTSMOUTH AND KITTERY, BY FOLLOWING U.S. HIGHWAY 1 N TO ITS
 OC2419'INTERSECTION WITH STATE HIGHWAY 103 (0.5 MI.), THENCE W ON 103,
 OC2419'PASSING UNDER U.S. 1 BY-PASS, FOR 0.75 MI. TO FORKS, THENCE
 OC2419'RIGHT FORK FOR 2.1 MI. TO GREENWOOD STREET, THENCE N ON A TRAIL
 OC2419'ROAD FOR 0.3 MI. TO THE TOP OF THE HILL AND THE STATION.
 OC2419
 OC2419                          STATION RECOVERY (1943)
 OC2419
 OC2419'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 OC2419'STATION WAS RECOVERED IN GOOD CONDITION.
 OC2419
 OC2419                          STATION RECOVERY (1943)
 OC2419
 OC2419'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 OC2419'THE STATION, REFERENCE AND AZIMUTH MARKS WERE RECOVERED AS
 OC2419'DESCRIBED AND FOUND IN GOOD CONDITION.  ORIGINAL DESCRIPTION
 OC2419'SUBMITTED BY P.L.B. IN 1941 IS ADEQUATE.
 OC2419'
 OC2419'OBSERVATIONS WERE MADE FROM A 90-FT. TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2406 ***********************************************************************
 PE2406  DESIGNATION -  BOLTON
 PE2406  PID         -  PE2406
 PE2406  STATE/COUNTY-  ME/KENNEBEC
 PE2406  USGS QUAD   -  TOGUS POND (1982)
 PE2406
 PE2406                         *CURRENT SURVEY CONTROL
 PE2406  ___________________________________________________________________
 PE2406* NAD 83(1996)-  44 19 39.51015(N)    069 41 22.76225(W)     ADJUSTED  
 PE2406* NAVD 88     -       137.0    (meters)     449.     (feet)  VERTCON   
 PE2406  ___________________________________________________________________
 PE2406  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 PE2406  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 PE2406
 PE2406  HORZ ORDER  -  SECOND
 PE2406
 PE2406.The horizontal coordinates were established by classical geodetic methods
 PE2406.and adjusted by the National Geodetic Survey in March 1998..
 PE2406
 PE2406.The NAVD 88 height was computed by applying the VERTCON shift value to
 PE2406.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PE2406
 PE2406.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2406
 PE2406.The geoid height was determined by GEOID03.
 PE2406
 PE2406;                    North         East     Units Scale Factor Converg.
 PE2406;SPC ME W     -   166,128.859   938,046.768   MT  0.99998446   +0 19 60.0
 PE2406;UTM  19      - 4,908,495.581   445,012.580   MT  0.99963718   -0 28 54.9
 PE2406
 PE2406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2406!SPC ME W     -   0.99998256  x   0.99998446  =   0.99996702
 PE2406!UTM  19      -   0.99998256  x   0.99963718  =   0.99961975
 PE2406
 PE2406|---------------------------------------------------------------------|
 PE2406| PID    Reference Object                     Distance      Geod. Az  |
 PE2406|                                                           dddmmss.s |
 PE2406| PE2405 BOLTON MEDOT 1974 RM 2               17.390 METERS 23855     |
 PE2406| PE1354 MEMORIAL                            APPROX. 8.5 KM 2910500.3 |
 PE2406| CE7804 BOLTON RM 1                          12.012 METERS 35333     |
 PE2406|---------------------------------------------------------------------|
 PE2406
 PE2406                          SUPERSEDED SURVEY CONTROL
 PE2406
 PE2406  NAD 83(1992)-  44 19 39.50867(N)    069 41 22.76045(W) AD(       ) 2
 PE2406  NAD 83(1986)-  44 19 39.51414(N)    069 41 22.76568(W) AD(       ) 2
 PE2406  NAD 27      -  44 19 39.26879(N)    069 41 24.62054(W) AD(       ) 2
 PE2406  NGVD 29 (07/19/86)  137.2    (m)          450.     (f) VERT ANG       
 PE2406
 PE2406.Superseded values are not recommended for survey control.
 PE2406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2406.See file dsdata.txt to determine how the superseded data were derived.
 PE2406
 PE2406_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK4501308496(NAD 83)
 PE2406_MARKER: DD = SURVEY DISK
 PE2406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE2406_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PE2406
 PE2406  HISTORY     - Date     Condition        Report By
 PE2406  HISTORY     - 1974     MONUMENTED       MEDT
 PE2406
 PE2406                          STATION DESCRIPTION
 PE2406
 PE2406'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974 (RCA)
 PE2406'THE STATION IS LOCATED IN EASTERN PART OF THE CITY OF AUGUSTA ON
 PE2406'BOLTON HILL, 66 FEET WEST OF THE BOLTON HILL ROAD AT THE WEST
 PE2406'VIEW GOLF CLUB CLUBHOUSE.  IT IS 4.7 MILES NORTH-NORTHEAST OF
 PE2406'AUGUSTA, 8.1 MILES EAST-NORTHEAST OF GARDINER, AND 1.5 MILES
 PE2406'WEST-SOUTHWEST OF TOGUS POND.
 PE2406'
 PE2406'TO REACH FROAM THE TRAFFIC CIRCLE ON THE EASTERN SIDE OF THE
 PE2406'KENNEBEC RIVER IN AUGUSTA, GO NORTHERLY ON U.S. 201 + 202 1.0
 PE2406'MILES TO THE JUNCTION OF STATE ROUTE 3, TURN RIGHT AND GO 3.85
 PE2406'MILES ON STATE ROUTE 3 TO THE INTERSECTION OF THE BOLTON HILL
 PE2406'ROAD, TURN RIGHT AND GO SOUTHERLY ON THE BOLTON HILL ROAD 0.55
 PE2406'MILES TO THE STATION ON THE RIGHT.
 PE2406'
 PE2406'THE STATION MARK IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 PE2406'DISK STAMPED 1974 BOLTON AND SET 2 INCHES BELOW THE GROUND IN A
 PE2406'12 INCH CYLINDRICAL CONCRETE POST.  IT IS 86.3 FEET EAST-NORTHEAST
 PE2406'OF THE NORTHEAST CORNER OF THE CLUBHOUSE, 101.5 FEET NORTHEAST OF
 PE2406'THE NORTHWEST CORNER OF THE CLUBHOUSE, AND 56.7 FEET NORTHWEST OF
 PE2406'A POWER POLE NUMBER 20.  THE UNDERGROUND-STATION MARK IS A BRASS
 PE2406'PLUG SET IN AN IRREGULAR MASS OF CONCRETE.
 PE2406'
 PE2406'REFERENCE MARK 1 IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 PE2406'DISK STAMPED 1974 RM 1 BOLTON AND CEMENTED IN A DRILL HOLE IN
 PE2406'OUTCROPPING BEDROCK.  IT IS 89.0 FEET NORTHWEST OF POWER POLE
 PE2406'NUMBER 20, 44.5 FEET SOUTHWEST OF A 14 INCH APPLE TREE (NORTHERLY
 PE2406'OF 2), AND 72.8 FEET WEST OF THE CENTERLINE OF THE BOLTON HILL
 PE2406'ROAD.
 PE2406'
 PE2406'REFERENCE MARK 2 IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 PE2406'DISK STAMPED 1974 RM 2 BOLTON AND CEMENTED IN A DRILL HOLE IN A
 PE2406'3 FOOT BY 2 FOOT BY 1.5 FOOT EXPOSED BOULDER.  IT IS 15.5 FEET
 PE2406'NORTH OF A 12 INCH ELM TREE, 55.6 FEET NORTHWEST OF THE NORTHWEST
 PE2406'CORNER OF THE CLUBHOUSE, AND 93.3 FEET WEST OF A POWER POLE
 PE2406'NUMBER 20.
 PE2406'
 PE2406'NO AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 PE2406'
 PE2406'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2405 ***********************************************************************
 PE2405  DESIGNATION -  BOLTON MEDOT 1974 RM 2
 PE2405  PID         -  PE2405
 PE2405  STATE/COUNTY-  ME/KENNEBEC
 PE2405  USGS QUAD   -  TOGUS POND (1982)
 PE2405
 PE2405                         *CURRENT SURVEY CONTROL
 PE2405  ___________________________________________________________________
 PE2405* NAD 83(1996)-  44 19 39.21929(N)    069 41 23.43443(W)     ADJUSTED  
 PE2405* NAVD 88     -       137.     (meters)     449.     (feet)  VERTCON   
 PE2405  ___________________________________________________________________
 PE2405  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 PE2405  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 PE2405
 PE2405  HORZ ORDER  -  SECOND
 PE2405
 PE2405.The horizontal coordinates were established by classical geodetic methods
 PE2405.and adjusted by the National Geodetic Survey in March 1998..
 PE2405
 PE2405.The NAVD 88 height was computed by applying the VERTCON shift value to
 PE2405.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PE2405
 PE2405.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2405
 PE2405.The geoid height was determined by GEOID03.
 PE2405
 PE2405;                    North         East     Units Scale Factor Converg.
 PE2405;SPC ME W     -   166,119.795   938,031.928   MT  0.99998445   +0 19 59.5
 PE2405;UTM  19      - 4,908,486.733   444,997.618   MT  0.99963720   -0 28 55.4
 PE2405
 PE2405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2405!SPC ME W     -   0.99998260  x   0.99998445  =   0.99996705
 PE2405!UTM  19      -   0.99998260  x   0.99963720  =   0.99961980
 PE2405
 PE2405|---------------------------------------------------------------------|
 PE2405| PID    Reference Object                     Distance      Geod. Az  |
 PE2405|                                                           dddmmss.s |
 PE2405| PE2406 BOLTON                               17.390 METERS 05855     |
 PE2405|---------------------------------------------------------------------|
 PE2405
 PE2405                          SUPERSEDED SURVEY CONTROL
 PE2405
 PE2405  NAD 83(1992)-  44 19 39.21781(N)    069 41 23.43263(W) AD(       ) 2
 PE2405  NAD 83(1986)-  44 19 39.22328(N)    069 41 23.43786(W) AD(       ) 2
 PE2405  NAD 27      -  44 19 38.97793(N)    069 41 25.29270(W) AD(       ) 2
 PE2405  NGVD 29 (07/19/86)  137.     (m)          449.     (f) VERT ANG       
 PE2405
 PE2405.Superseded values are not recommended for survey control.
 PE2405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2405.See file dsdata.txt to determine how the superseded data were derived.
 PE2405
 PE2405_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK4499808487(NAD 83)
 PE2405_MARKER: DD = SURVEY DISK
 PE2405_SETTING: 80 = SET IN A BOULDER
 PE2405_SP_SET: PARTIALLY EXPOSED BOULDER
 PE2405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE2405+STABILITY: SURFACE MOTION
 PE2405
 PE2405  HISTORY     - Date     Condition        Report By
 PE2405  HISTORY     - 1974     MONUMENTED       MEDT
 PE2405
 PE2405                          STATION DESCRIPTION
 PE2405
 PE2405'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974 (RCA)
 PE2405'MARK IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION DISK
 PE2405'STAMPED 1974 RM 2 BOLTON AND CEMENTED IN A DRILL HOLE IN A 3
 PE2405'FOOT BY 2 FOOT BY 1.5 FOOT EXPOSED BOULDER.  IT IS 15.5 FEET
 PE2405'NORTH OF A 12 INCH ELM TREE, 55.6 FEET NORTHWEST OF THE
 PE2405'NORTHWEST CORNER OF THE CLUBHOUSE, AND 93.3 FEET WEST OF A POWER
 PE2405'POLE NUMBER 20.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1347 ***********************************************************************
 PE1347  DESIGNATION -  BOND
 PE1347  PID         -  PE1347
 PE1347  STATE/COUNTY-  ME/KENNEBEC
 PE1347  USGS QUAD   -  BELGRADE (1980)
 PE1347
 PE1347                         *CURRENT SURVEY CONTROL
 PE1347  ___________________________________________________________________
 PE1347* NAD 83(1996)-  44 23 18.43836(N)    069 45 39.33058(W)     ADJUSTED  
 PE1347* NAVD 88     -        98.812  (meters)     324.19   (feet)  ADJUSTED  
 PE1347  ___________________________________________________________________
 PE1347  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 PE1347  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 PE1347  DYNAMIC HT  -          98.803 (meters)     324.16  (feet)  COMP
 PE1347  MODELED GRAV-     980,530.9   (mgal)                       NAVD 88
 PE1347
 PE1347  HORZ ORDER  -  SECOND
 PE1347  VERT ORDER  -  SECOND    CLASS I
 PE1347
 PE1347.The horizontal coordinates were established by classical geodetic methods
 PE1347.and adjusted by the National Geodetic Survey in March 1998..
 PE1347
 PE1347.The orthometric height was determined by differential leveling
 PE1347.and adjusted by the National Geodetic Survey in June 1991..
 PE1347
 PE1347.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1347
 PE1347.The geoid height was determined by GEOID03.
 PE1347
 PE1347.The dynamic height is computed by dividing the NAVD 88
 PE1347.geopotential number by the normal gravity value computed on the
 PE1347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1347.degrees latitude (g = 980.6199 gals.).
 PE1347
 PE1347.The modeled gravity was interpolated from observed gravity values.
 PE1347
 PE1347;                    North         East     Units Scale Factor Converg.
 PE1347;SPC ME W     -   172,855.576   932,328.834   MT  0.99997951   +0 17 01.8
 PE1347;UTM  19      - 4,915,300.696   439,392.902   MT  0.99964517   -0 31 56.3
 PE1347
 PE1347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1347!SPC ME W     -   0.99998856  x   0.99997951  =   0.99996807
 PE1347!UTM  19      -   0.99998856  x   0.99964517  =   0.99963373
 PE1347
 PE1347:                Primary Azimuth Mark                     Grid Az
 PE1347:SPC ME W     -  BOND AZ MK                               037 26 34.6
 PE1347:UTM  19      -  BOND AZ MK                               038 15 32.7
 PE1347
 PE1347|---------------------------------------------------------------------|
 PE1347| PID    Reference Object                     Distance      Geod. Az  |
 PE1347|                                                           dddmmss.s |
 PE1347| CE7805 BOND AZ MK                                         0374336.4 |
 PE1347| PE1346 BOND RM 1                             7.757 METERS 10658     |
 PE1347| PE1348 BOND RM 2                            11.026 METERS 18504     |
 PE1347| PE2481 AUGUSTA CENT ME PWR MICROWAVE       APPROX. 9.7 KM 2084239.2 |
 PE1347|---------------------------------------------------------------------|
 PE1347
 PE1347                          SUPERSEDED SURVEY CONTROL
 PE1347
 PE1347  NAD 83(1992)-  44 23 18.43715(N)    069 45 39.32836(W) AD(       ) 2
 PE1347  NAD 83(1986)-  44 23 18.44235(N)    069 45 39.33400(W) AD(       ) 2
 PE1347  NAD 27      -  44 23 18.19976(N)    069 45 41.17733(W) AD(       ) 2
 PE1347  NGVD 29 (??/??/92)   99.020  (m)          324.87   (f) ADJ UNCH    2 1
 PE1347
 PE1347.Superseded values are not recommended for survey control.
 PE1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1347.See file dsdata.txt to determine how the superseded data were derived.
 PE1347
 PE1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK3939315301(NAD 83)
 PE1347_MARKER: DD = SURVEY DISK
 PE1347_SETTING: 66 = SET IN ROCK OUTCROP
 PE1347_SP_SET: ROCK LEDGE
 PE1347_STAMPING: BOND 1974
 PE1347_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1347+STABILITY: POSITION/ELEVATION WELL
 PE1347
 PE1347  HISTORY     - Date     Condition        Report By
 PE1347  HISTORY     - 1974     MONUMENTED       MEDT
 PE1347  HISTORY     - 1974     GOOD             MEDT
 PE1347
 PE1347                          STATION DESCRIPTION
 PE1347
 PE1347'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974 (RCA)
 PE1347'THE STATION IS LOCATED 5.0 MILES NORTH OF AUGUSTA, 1.7 MILES
 PE1347'WEST OF THE KENNEBEC RIVER, AND 2.5 MILES SOUTHEAST OF THE
 PE1347'SOUTHERN TIP OF WARD POND, IN THE MEDIAN STRIP BETWEEN THE
 PE1347'NORTHBOUND AND SOUTHBOUND LANES OF INTERSTATE 95, ON PROPERTY
 PE1347'OWNED BY THE STATE OF MAINE.
 PE1347'
 PE1347'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 95 AND
 PE1347'STATE ROADS 8, 11, AND 27, GO NORTHERLY ON INTERSTATE 95 FOR
 PE1347'0.55 MILE TO AN OVERPASS.  CONTINUE NORTHERLY ON INTERSTATE 95
 PE1347'FOR 2.7 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 PE1347'
 PE1347'THE STATION MARK IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 PE1347'DISK STAMPED BOND 1974 THAT IS CEMENTED IN A DRILL HOLE IN ROCK
 PE1347'LEDGE APPROXIMATELY 2.0 FEET BELOW THE SURFACE OF THE GROUND.  IT
 PE1347'IS 14.0 FEET WEST OF A 16-INCH TRIANGLE BLAZED PINE TREE AND 80.0
 PE1347'FEET WEST OF THE CENTERLINE OF THE NORTHBOUND LANES OF INTERSTATE
 PE1347'95.
 PE1347'
 PE1347'THE AZIMUTH MARK IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 PE1347'DISK STAMPED BOND AZ MK 1974 THAT IS CEMENTED IN A DRILL HOLE
 PE1347'IN EXPOSED LEDGE.  IT IS 7.5 FEET EAST OF THE WEST EDGE OF THE
 PE1347'ROCK LEDGE, 15.9 FEET WEST OF A METAL WITNESS POST, AND 56.0 FEET
 PE1347'EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF INTERSTATE
 PE1347'95.  IT IS ABOUT 10 FEET HIGHER THAN THE ROAD SURFACE.
 PE1347'
 PE1347'REFERENCE MARK 1 IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 PE1347'DISK STAMPED BOND RM 1 1974 THAT IS CEMENTED IN A DRILL HOLE IN
 PE1347'EXPOSED LEDGE.  IT IS 13.5 FEET NORTHEAST OF A 16-INCH TRIANGLE
 PE1347'BLAZED PINE TREE, AND 55.0 FEET WEST OF THE CENTERLINE OF THE
 PE1347'NORTHBOUND LANES OF INTERSTATE 95.  IT IS ABOUT 6 FEET HIGHER
 PE1347'THAN THE ROAD SURFACE.
 PE1347'
 PE1347'REFERENCE MARK 2 IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 PE1347'DISK STAMPED BOND RM 2 1974 SET IN THE TOP OF A 12-INCH CYLINDRICAL
 PE1347'CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND
 PE1347'SURFACE.  IT IS 1.9 FEET NORTH OF A METAL WITNESS POST, AND 65.5
 PE1347'FEET WEST OF THE CENTERLINE OF THE NORTHBOUND LANES OF INTERSTATE
 PE1347'95.  IT IS ABOUT 6 FEET HIGHER THAN THE ROAD SURFACE.
 PE1347'
 PE1347'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTHERLY
 PE1347'ON INTERSTATE FOR 0.15 MILE TO THE MARK AS DESCRIBED ON THE RIGHT.
 PE1347'
 PE1347'HEIGHT OF LIGHT ABOVE STATION MARK 22.5 METERS.
 PE1347
 PE1347                          STATION RECOVERY (1974)
 PE1347
 PE1347'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 PE1347'5.2 MI SW FROM SIDNEY.
 PE1347'ABOUT 5.15 MILES SOUTHWESTERLY ALONG I-95 SOUTHBOUND FROM THE
 PE1347'LYONS ROAD OVERPASS CROSSING I-95 IN SIDNEY, AND ALSO ABOUT 0.35
 PE1347'MILES NORTHEAST OF THE AUGUSTA CITY LINE.  A DISK SET IN LEDGE 2
 PE1347'FEET BELOW GROUND, 80 FEET WEST OF THE CENTERLINE OF I-95
 PE1347'NORTHBOUND, 14.0 FEET WEST OF A BLAZED 16 INCH PINE TREE WITH
 PE1347'A METAL WITNESS SIGN NAILED TO IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1346 ***********************************************************************
 PE1346  DESIGNATION -  BOND RM 1
 PE1346  PID         -  PE1346
 PE1346  STATE/COUNTY-  ME/KENNEBEC
 PE1346  USGS QUAD   -  BELGRADE (1980)
 PE1346
 PE1346                         *CURRENT SURVEY CONTROL
 PE1346  ___________________________________________________________________
 PE1346* NAD 83(1986)-  44 23 20.     (N)    069 45 36.     (W)     SCALED    
 PE1346* NAVD 88     -        99.927  (meters)     327.84   (feet)  ADJUSTED  
 PE1346  ___________________________________________________________________
 PE1346  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 PE1346  DYNAMIC HT  -          99.918 (meters)     327.81  (feet)  COMP
 PE1346  MODELED GRAV-     980,531.0   (mgal)                       NAVD 88
 PE1346
 PE1346  VERT ORDER  -  SECOND    CLASS I
 PE1346
 PE1346.The horizontal coordinates were scaled from a topographic map and have
 PE1346.an estimated accuracy of +/- 6 seconds.
 PE1346
 PE1346.The orthometric height was determined by differential leveling
 PE1346.and adjusted by the National Geodetic Survey in June 1991..
 PE1346
 PE1346.The geoid height was determined by GEOID03.
 PE1346
 PE1346.The dynamic height is computed by dividing the NAVD 88
 PE1346.geopotential number by the normal gravity value computed on the
 PE1346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1346.degrees latitude (g = 980.6199 gals.).
 PE1346
 PE1346.The modeled gravity was interpolated from observed gravity values.
 PE1346
 PE1346;                    North         East    Units  Estimated Accuracy
 PE1346;SPC ME W     -   172,900.      932,400.      MT  (+/- 180 meters Scaled)
 PE1346
 PE1346                          SUPERSEDED SURVEY CONTROL
 PE1346
 PE1346  NGVD 29 (??/??/92)  100.135  (m)          328.53   (f) ADJ UNCH    2 1
 PE1346
 PE1346.Superseded values are not recommended for survey control.
 PE1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1346.See file dsdata.txt to determine how the superseded data were derived.
 PE1346
 PE1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK394153(NAD 83)
 PE1346_MARKER: DD = SURVEY DISK
 PE1346_SETTING: 66 = SET IN ROCK OUTCROP
 PE1346_SP_SET: ROCK LEDGE
 PE1346_STAMPING: BOND RM 1 1974
 PE1346_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1346+STABILITY: POSITION/ELEVATION WELL
 PE1346
 PE1346  HISTORY     - Date     Condition        Report By
 PE1346  HISTORY     - 1974     MONUMENTED       MEDT
 PE1346
 PE1346                          STATION DESCRIPTION
 PE1346
 PE1346'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 PE1346'5.2 MI SW FROM SIDNEY.
 PE1346'ABOUT 5.15 MILES SOUTHWESTERLY ALONG I-95 SOUTHBOUND FROM THE
 PE1346'LYONS ROAD OVERPASS CROSSING I-95 IN SIDNEY, AND ALSO ABOUT
 PE1346'0.35 MILE NORTHEAST OF THE AUGUSTA CITY LINE.  A DISK SET FLUSH
 PE1346'IN FOUR FEET OF EXPOSED LEDGE, 55 FEET WEST OF THE CENTERLINE
 PE1346'OF I-95 NORTHBOUND, 15 FEET WEST OF THE DITCH LINE ALONG THE
 PE1346'WESTERLY SIDE OF THE NORTHBOUND LANE, 13.5 FEET NORTHEAST OF
 PE1346'A TRIANGULAR BLAZED 16 INCH PINE TREE WITH A METAL WITNESS
 PE1346'SIGN NAILED TO IT, AND 6 FEET ABOVE THE SURFACE OF I-95
 PE1346'NORTHBOUND.  ALSO, 25.45 FEET EAST OF STATION MARK DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1348 ***********************************************************************
 PE1348  DESIGNATION -  BOND RM 2
 PE1348  PID         -  PE1348
 PE1348  STATE/COUNTY-  ME/KENNEBEC
 PE1348  USGS QUAD   -  BELGRADE (1980)
 PE1348
 PE1348                         *CURRENT SURVEY CONTROL
 PE1348  ___________________________________________________________________
 PE1348* NAD 83(1986)-  44 23 20.     (N)    069 45 36.     (W)     SCALED    
 PE1348* NAVD 88     -       100.064  (meters)     328.29   (feet)  ADJUSTED  
 PE1348  ___________________________________________________________________
 PE1348  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 PE1348  DYNAMIC HT  -         100.056 (meters)     328.27  (feet)  COMP
 PE1348  MODELED GRAV-     980,531.0   (mgal)                       NAVD 88
 PE1348
 PE1348  VERT ORDER  -  SECOND    CLASS I
 PE1348
 PE1348.The horizontal coordinates were scaled from a topographic map and have
 PE1348.an estimated accuracy of +/- 6 seconds.
 PE1348
 PE1348.The orthometric height was determined by differential leveling
 PE1348.and adjusted by the National Geodetic Survey in June 1991..
 PE1348
 PE1348.The geoid height was determined by GEOID03.
 PE1348
 PE1348.The dynamic height is computed by dividing the NAVD 88
 PE1348.geopotential number by the normal gravity value computed on the
 PE1348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1348.degrees latitude (g = 980.6199 gals.).
 PE1348
 PE1348.The modeled gravity was interpolated from observed gravity values.
 PE1348
 PE1348;                    North         East    Units  Estimated Accuracy
 PE1348;SPC ME W     -   172,900.      932,400.      MT  (+/- 180 meters Scaled)
 PE1348
 PE1348                          SUPERSEDED SURVEY CONTROL
 PE1348
 PE1348  NGVD 29 (??/??/92)  100.273  (m)          328.98   (f) ADJ UNCH    2 1
 PE1348
 PE1348.Superseded values are not recommended for survey control.
 PE1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1348.See file dsdata.txt to determine how the superseded data were derived.
 PE1348
 PE1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK394153(NAD 83)
 PE1348_MARKER: DD = SURVEY DISK
 PE1348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1348_STAMPING: BOND RM 2 1974
 PE1348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1348+STABILITY: SURFACE MOTION
 PE1348
 PE1348  HISTORY     - Date     Condition        Report By
 PE1348  HISTORY     - 1974     MONUMENTED       MEDT
 PE1348
 PE1348                          STATION DESCRIPTION
 PE1348
 PE1348'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 PE1348'5.2 MI SW FROM SIDNEY.
 PE1348'ABOUT 5.15 MILES SOUTHWESTERLY ALONG I-95 SOUTHBOUND FROM THE
 PE1348'LYONS ROAD OVERPASS CROSSING IN SIDNEY, AND ALSO ABOUT 0.35 MILE
 PE1348'NORTHEAST OF THE AUGUSTA CITY LINE.  A DISK SET FLUSH IN THE TOP
 PE1348'OF A CYLINDRICAL CONCRETE POST 65.5 FEET WEST OF THE CENTERLINE
 PE1348'AND 6 FEET ABOVE THE SURFACE OF I-95 NORTHBOUND AND PROJECTING
 PE1348'FOUR INCHES.  ALSO, 36.18 FEET SOUTH OF THE STATION MARK DESCRIBED
 PE1348'AND 1.9 FEET NORTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0615 ***********************************************************************
 OB0615  DESIGNATION -  BOOKER
 OB0615  PID         -  OB0615
 OB0615  STATE/COUNTY-  ME/SAGADAHOC
 OB0615  USGS QUAD   -  BRUNSWICK (1980)
 OB0615
 OB0615                         *CURRENT SURVEY CONTROL
 OB0615  ___________________________________________________________________
 OB0615* NAD 83(1996)-  43 58 54.20215(N)    069 56 19.35640(W)     ADJUSTED  
 OB0615* NAVD 88     -        66.0    (meters)     217.     (feet)  VERTCON   
 OB0615  ___________________________________________________________________
 OB0615  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 OB0615  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 OB0615
 OB0615  HORZ ORDER  -  SECOND
 OB0615
 OB0615.The horizontal coordinates were established by classical geodetic methods
 OB0615.and adjusted by the National Geodetic Survey in March 1998..
 OB0615
 OB0615.The NAVD 88 height was computed by applying the VERTCON shift value to
 OB0615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OB0615
 OB0615.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0615
 OB0615.The geoid height was determined by GEOID03.
 OB0615
 OB0615;                    North         East     Units Scale Factor Converg.
 OB0615;SPC ME W     -   127,607.867   918,288.531   MT  0.99997078   +0 09 29.9
 OB0615;UTM  19      - 4,870,271.116   424,716.526   MT  0.99966971   -0 39 06.8
 OB0615
 OB0615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0615!SPC ME W     -   0.99999372  x   0.99997078  =   0.99996450
 OB0615!UTM  19      -   0.99999372  x   0.99966971  =   0.99966343
 OB0615
 OB0615:                Primary Azimuth Mark                     Grid Az
 OB0615:SPC ME W     -  BAMFORD                                  014 51 27.4
 OB0615:UTM  19      -  BAMFORD                                  015 40 04.1
 OB0615
 OB0615|---------------------------------------------------------------------|
 OB0615| PID    Reference Object                     Distance      Geod. Az  |
 OB0615|                                                           dddmmss.s |
 OB0615| PE1420 BAMFORD                             APPROX. 7.4 KM 0150057.3 |
 OB0615| PE2453 BOWDOINHAM N MUN TANK               APPROX. 4.5 KM 0252216.1 |
 OB0615| PE2452 BOWDOINHAM S MUN TANK               APPROX. 4.5 KM 0253021.6 |
 OB0615| OB0524 BATH N MUN CONC TANK                APPROX.10.6 KM 1182446.0 |
 OB0615| OB0521 BATH RED CHURCH SPIRE               APPROX.11.8 KM 1214613.9 |
 OB0615| OB0525 BATH ROCKY HILL MUN TANK            APPROX.10.6 KM 1335022.1 |
 OB0615| CE7246 BOOKER RM 1                          27.082 METERS 16124     |
 OB0615| OB0595 MT ARARAT FIRE LOT 1933             APPROX. 4.9 KM 2000216.9 |
 OB0615| OB0614 BRUNSWICK NAS ANNEX STANDPIPE       APPROX. 4.6 KM 2080405.9 |
 OB0615| OB0591 BRUNSWICK BLACK STANDPIPE           APPROX. 8.0 KM 2092001.3 |
 OB0615| CE7247 BOOKER RM 2                          33.895 METERS 22711     |
 OB0615| OB0618 BABBIDGE ATT MICROWAVE              APPROX. 3.4 KM 2912042.6 |
 OB0615|---------------------------------------------------------------------|
 OB0615
 OB0615                          SUPERSEDED SURVEY CONTROL
 OB0615
 OB0615  NAD 83(1992)-  43 58 54.20096(N)    069 56 19.35601(W) AD(       ) 2
 OB0615  NAD 83(1986)-  43 58 54.20645(N)    069 56 19.36102(W) AD(       ) 2
 OB0615  NAD 27      -  43 58 53.92229(N)    069 56 21.17512(W) AD(       ) 2
 OB0615  NGVD 29 (07/19/86)   66.2    (m)          217.     (f) VERT ANG       
 OB0615
 OB0615.Superseded values are not recommended for survey control.
 OB0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0615.See file dsdata.txt to determine how the superseded data were derived.
 OB0615
 OB0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ2471770271(NAD 83)
 OB0615_MARKER: DD = SURVEY DISK
 OB0615_SETTING: 66 = SET IN ROCK OUTCROP
 OB0615
 OB0615  HISTORY     - Date     Condition        Report By
 OB0615  HISTORY     - 1975     MONUMENTED       MEDT
 OB0615  HISTORY     - 19920717 MARK NOT FOUND   USPSQD
 OB0615
 OB0615                          STATION DESCRIPTION
 OB0615
 OB0615'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975 (RCA)
 OB0615'THE STATION IS LOCATED IN THE NORTHERN PART OF THE TOWN OF
 OB0615'BOWDOINHAM, ABOUT 3-3/4 MILES SOUTHWEST OF BOWDOINHAM, 4 MILES
 OB0615'NORTH-NORTHEAST OF TOPSHAM, AND 6 MILES EAST-SOUTHEAST OF LISBON
 OB0615'FALLS, ON PROPERTY OWNED BY MR. EMERY W. BOOKER.
 OB0615'
 OB0615'TO REACH THE STATION FROM THE POST OFFICE IN TOPSHAM, GO SOUTH
 OB0615'ON U.S. ROUTE NUMBER 201 FOR 0.70 MILE TO THE JUNCTION OF
 OB0615'U.S. ROUTE 201 AND STATE ROUTE NUMBER 24.  TURN LEFT AND GO
 OB0615'NORTHEAST ON STATE ROUTE NUMBER 24 FOR 2.55 MILES TO A
 OB0615'CROSSROAD.  TURN LEFT AND PROCEED NORTHERLY ON CATHANCE ROAD FOR
 OB0615'0.85 MILE TO A RAILROAD CROSSING.  CONTINUE NORTHERLY FOR 0.30
 OB0615'MILE TO A BRIDGE OVER THE CATHANCE RIVER.  CONTINUE NORTHERLY
 OB0615'FOR 1.05 MILE TO A POWER LINE CROSSING.  CONTINUE NORTHERLY,
 OB0615'STILL ON CATHANCE ROAD, FOR 0.25 MILE TO A TRACK ROAD ON THE
 OB0615'LEFT.  TURN LEFT AND PROCEED NORTHWEST, ALONG TRACK ROAD, FOR
 OB0615'0.30 MILE TO THE TOP OF THE HILL AND THE STATION MARK ON THE
 OB0615'LEFT.
 OB0615'
 OB0615'THE STATION MARK IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 OB0615'DISK STAMPED BOOKER 1974, SET IN ROCK LEDGE ABOUT 12 INCHES BELOW
 OB0615'THE LEVEL OF THE GROUND.  IT IS 33.5 FEET SOUTH-SOUTHWEST OF
 OB0615'THE CENTERLINE OF THE TRACK ROAD, 25.8 FEET SOUTH-SOUTHEAST OF A
 OB0615'TRIANGLE BLAZED 24-INCH HEMLOCK TREE, AND 18.6 FEET
 OB0615'WEST-NORTHWEST OF A TRIANGLE BLAZED 20-INCH HEMLOCK TREE.
 OB0615'
 OB0615'REFERENCE MARK 1 IS A STANDARD MAINE DEPARTMENT OF
 OB0615'TRANSPORTATION DISK STAMPED RM 1 BOOKER 1974, SET IN A 3 FOOT
 OB0615'BY 3 FOOT LEDGE OUTCROP.  IT IS 94.0 FEET SOUTHWEST OF THE
 OB0615'CENTERLINE OF THE TRACK ROAD, AND 83.8 FEET SOUTH-SOUTHWEST OF
 OB0615'THE 20-INCH BLAZED HEMLOCK.
 OB0615'
 OB0615'REFERENCE MARK 2 IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 OB0615'DISK STAMPED RM 2 BOOKER 1974, SET IN A 4 FOOT BY 4 FOOT LEDGE
 OB0615'OUTCROP.  IT IS 146.0 FEET SOUTHWEST OF THE CENTERLINE OF THE
 OB0615'TRACK ROAD, AND 127.0 FEET SOUTHWEST OF THE BLAZED 24-INCH
 OB0615'HEMLOCK.
 OB0615'
 OB0615'NO AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 OB0615'
 OB0615'HEIGHT OF LIGHT ABOVE STATION MARK 31 METERS.
 OB0615
 OB0615                          STATION RECOVERY (1992)
 OB0615
 OB0615'RECOVERY NOTE BY US POWER SQUADRON 1992 (AMW)
 OB0615'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1653 ***********************************************************************
 QF1653  DESIGNATION -  BOOM IBC
 QF1653  PID         -  QF1653
 QF1653  STATE/COUNTY-  ME/WASHINGTON
 QF1653  USGS QUAD   -  FOREST CITY (1988)
 QF1653
 QF1653                         *CURRENT SURVEY CONTROL
 QF1653  ___________________________________________________________________
 QF1653* NAD 83(1996)-  45 41 01.22695(N)    067 42 57.54668(W)     ADJUSTED  
 QF1653* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 QF1653  ___________________________________________________________________
 QF1653  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 QF1653  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 QF1653
 QF1653  HORZ ORDER  -  THIRD
 QF1653
 QF1653.The horizontal coordinates were established by classical geodetic methods
 QF1653.and adjusted by the National Geodetic Survey in March 1998..
 QF1653
 QF1653.The orthometric height was scaled from a topographic map.
 QF1653
 QF1653.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1653
 QF1653.The geoid height was determined by GEOID03.
 QF1653
 QF1653;                    North         East     Units Scale Factor Converg.
 QF1653;SPC ME E     -   224,417.385   361,071.376   MT  0.99994584   +0 33 39.5
 QF1653;UTM  19      - 5,059,704.198   599,989.096   MT  0.99972292   +0 55 07.6
 QF1653
 QF1653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1653!SPC ME E     -   0.99998542  x   0.99994584  =   0.99993126
 QF1653!UTM  19      -   0.99998542  x   0.99972292  =   0.99970834
 QF1653
 QF1653:                Primary Azimuth Mark                     Grid Az
 QF1653:SPC ME E     -  SQUARE                                   120 34 19.3
 QF1653:UTM  19      -  SQUARE                                   120 12 51.2
 QF1653
 QF1653|---------------------------------------------------------------------|
 QF1653| PID    Reference Object                     Distance      Geod. Az  |
 QF1653|                                                           dddmmss.s |
 QF1653| QF1642 SQUARE                              APPROX. 0.8 KM 1210758.8 |
 QF1653| QF1649 REFERENCE MON 78=LOST               APPROX. 0.5 KM 1534817.3 |
 QF1653| QF1652 REFERENCE MON 77=PLUMB              293.694 METERS 16606     |
 QF1653| QF1651 ALL IBC                             436.933 METERS 1673429.3 |
 QF1653| QF1655 BOB IBC                             326.948 METERS 21227     |
 QF1653| QF1658 HALO IBC                            APPROX. 0.5 KM 2151845.0 |
 QF1653|---------------------------------------------------------------------|
 QF1653
 QF1653                          SUPERSEDED SURVEY CONTROL
 QF1653
 QF1653  NAD 83(1992)-  45 41 01.22404(N)    067 42 57.54503(W) AD(       ) 3
 QF1653  NAD 83(1986)-  45 41 01.22876(N)    067 42 57.56109(W) AD(       ) 3
 QF1653  NAD 27      -  45 41 01.01000(N)    067 42 59.53200(W) AD(       ) 3
 QF1653
 QF1653.Superseded values are not recommended for survey control.
 QF1653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1653.See file dsdata.txt to determine how the superseded data were derived.
 QF1653
 QF1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9998959704(NAD 83)
 QF1653_MARKER: DD = SURVEY DISK
 QF1653_SETTING: 80 = SET IN A BOULDER
 QF1653_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF1653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1653+STABILITY: SURFACE MOTION
 QF1653
 QF1653  HISTORY     - Date     Condition        Report By
 QF1653  HISTORY     - 1946     MONUMENTED       IBC
 QF1653  HISTORY     - 1955     GOOD             IBC
 QF1653
 QF1653                          STATION DESCRIPTION
 QF1653
 QF1653'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF1653'ON THE W SIDE OF SPEDNIK LAKE, ON THE LOW - WATER LINE, ON THE E SIDE
 QF1653'OF THE POINT BETWEEN THE MAIN LAKE AND THE BAY INTO WHICH THE OUTLET
 QF1653'OF MUD LAKE FLOWS.  IT IS ABOUT HALFWAY BETWEEN THE OUTLET OF MUD
 QF1653'LAKE FLOWS.  IT IS ABOUT HALFWAY BETWEEN THE OUTLET TO THIS BAY AND
 QF1653'THE TREES ALONG SPEDNIK LAKE TO THE N, AND ABOUT 400 FEET E OF THE N
 QF1653'END OF THE TREES IN THE CENTER OF THE POINT WHICH ARE ON AN ISLAND AT
 QF1653'HIGH WATER.  A HIGH, ROUND - TOPPED, LIGHT - COLORED ROCK IS 300 FEET
 QF1653'S OF THE STATION.
 QF1653'
 QF1653'STATION MARK IS AN IBC BRONZE STATION DISK SET IN A DRILL HOLE IN A
 QF1653'22 BY 12 FOOT BOULDER WHICH SLOPES FROM 6 FEET HIGH NEAR W END TO 4
 QF1653'FEET HIGH AT THE E END.
 QF1653
 QF1653                          STATION RECOVERY (1955)
 QF1653
 QF1653'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1653'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1995 ***********************************************************************
 OC1995  DESIGNATION -  BOON ISLAND LIGHTHOUSE
 OC1995  PID         -  OC1995
 OC1995  STATE/COUNTY-  ME/YORK
 OC1995  USGS QUAD   -  
 OC1995
 OC1995                         *CURRENT SURVEY CONTROL
 OC1995  ___________________________________________________________________
 OC1995* NAD 83(1996)-  43 07 17.22968(N)    070 28 35.12389(W)     ADJUSTED  
 OC1995* NAVD 88     -        41.     (meters)     135.     (feet)  SCALED    
 OC1995  ___________________________________________________________________
 OC1995  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 OC1995  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 OC1995
 OC1995  HORZ ORDER  -  THIRD
 OC1995
 OC1995.The horizontal coordinates were established by classical geodetic methods
 OC1995.and adjusted by the National Geodetic Survey in March 1998..
 OC1995
 OC1995.The orthometric height was scaled from a topographic map.
 OC1995
 OC1995.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1995
 OC1995.The geoid height was determined by GEOID03.
 OC1995
 OC1995;                    North         East     Units Scale Factor Converg.
 OC1995;SPC ME W     -    32,053.350   874,792.781   MT  0.99997448   -0 12 42.2
 OC1995;SPC NH       -    69,722.031   396,859.461   MT  1.00008203   +0 48 49.1
 OC1995;SPC NH       -   228,746.36  1,302,029.75   sFT  1.00008203   +0 48 49.1
 OC1995;UTM  19      - 4,775,359.932   379,895.570   MT  0.99977745   -1 00 33.6
 OC1995
 OC1995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1995!SPC ME W     -   0.99999775  x   0.99997448  =   0.99997223
 OC1995!SPC NH       -   0.99999775  x   1.00008203  =   1.00007978
 OC1995!UTM  19      -   0.99999775  x   0.99977745  =   0.99977520
 OC1995
 OC1995:                Primary Azimuth Mark                     Grid Az
 OC1995:SPC ME W     -  FLETCHERS NECK WATER TANK                012 39 22.1
 OC1995:SPC NH       -  FLETCHERS NECK WATER TANK                011 37 50.8
 OC1995:UTM  19      -  FLETCHERS NECK WATER TANK                013 27 13.5
 OC1995
 OC1995|---------------------------------------------------------------------|
 OC1995| PID    Reference Object                     Distance      Geod. Az  |
 OC1995|                                                           dddmmss.s |
 OC1995| OC2049 FLETCHERS NECK WATER TANK           APPROX.36.1 KM 0122639.9 |
 OC1995| MY4801 ISLES OF SHOALS LH 1903             APPROX.20.9 KM 2145848.2 |
 OC1995| OC2282 WENTWORTH HOTEL OLD HIGH CUP        APPROX.21.5 KM 2512856.2 |
 OC1995| OC2162 YORK LEDGE SPINDLE                  APPROX. 9.9 KM 2514143.2 |
 OC1995| OC2277 PORTSMOUTH NAVY YD PRISON CHIM      APPROX.21.3 KM 2562827.8 |
 OC1995| OC2471 PORTSMOUTH BRIDGE SOUTH TOWER       APPROX.23.0 KM 2581647.9 |
 OC1995| OC2454 PORTSMOUTH BRIDGE NORTH TOWER       APPROX.22.9 KM 2582922.7 |
 OC1995| OC2307 PEAK                                APPROX.20.8 KM 3060431.4 |
 OC1995| OC2065 KENNEBUNK STANDPIPE                 APPROX.29.5 KM 3483733.0 |
 OC1995|---------------------------------------------------------------------|
 OC1995
 OC1995                          SUPERSEDED SURVEY CONTROL
 OC1995
 OC1995  NAD 83(1992)-  43 07 17.22889(N)    070 28 35.12468(W) AD(       ) 3
 OC1995  NAD 83(1986)-  43 07 17.23291(N)    070 28 35.12776(W) AD(       ) 3
 OC1995  NAD 27      -  43 07 16.89400(N)    070 28 36.94300(W) AD(       ) 3
 OC1995
 OC1995.Superseded values are not recommended for survey control.
 OC1995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1995.See file dsdata.txt to determine how the superseded data were derived.
 OC1995
 OC1995_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH7989675360(NAD 83)
 OC1995_MARKER: 13 = LIGHTHOUSE
 OC1995_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OC1995+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2001
 OC1995
 OC1995  HISTORY     - Date     Condition        Report By
 OC1995  HISTORY     - UNK      FIRST OBSERVED
 OC1995  HISTORY     - 1928     GOOD             CGS
 OC1995  HISTORY     - 1928     GOOD             CGS
 OC1995  HISTORY     - 1941     GOOD             CGS
 OC1995  HISTORY     - 1965     GOOD             CGS
 OC1995  HISTORY     - 1975     GOOD             NGS
 OC1995  HISTORY     - 20010910 GOOD             USPSQD
 OC1995
 OC1995                          STATION DESCRIPTION
 OC1995
 OC1995'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (GCM)
 OC1995'THE FINIAL ON MASONRY LIGHT TOWER ON BOON ISLAND.  TOWER WAS
 OC1995'BUILT IN 1854.
 OC1995
 OC1995                          STATION RECOVERY (1928)
 OC1995
 OC1995'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928 (CKG)
 OC1995'STONE TOWER, SURMOUNTED BY A LAMP ROOM, LOCATED ON BOON
 OC1995'ISLAND.  HEIGHT APPROXIMATELY 140 FEET.
 OC1995
 OC1995                          STATION RECOVERY (1941)
 OC1995
 OC1995'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1995'THIS INTERSECTION STATION IS THE LIGHTHOUSE ON BOON ISLAND
 OC1995'WHICH IS LOCATED 6.5 MILES OFF THE COAST OF MAINE.  IT IS A
 OC1995'GRAY GRANITE CONICAL TOWER CONNECTED AT THE BOTTOM TO
 OC1995'A DWELLING.  THE LIGHT IS 133 FEET ABOVE THE WATER AND ACCORDING
 OC1995'TO THE LIGHT LIST IT WAS ESTABLISHED IN 1811 AND REBUILT IN 1855.
 OC1995
 OC1995                          STATION RECOVERY (1965)
 OC1995
 OC1995'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RBK)
 OC1995'STATION RECOVERED IN GOOD CONDITION.
 OC1995
 OC1995                          STATION RECOVERY (1975)
 OC1995
 OC1995'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 OC1995'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED
 OC1995'IN 1941.  THE DESCRIPTION WAS FOUND TO BE ADEQUATE.
 OC1995
 OC1995                          STATION RECOVERY (2001)
 OC1995
 OC1995'RECOVERY NOTE BY US POWER SQUADRON 2001 (LWP)
 OC1995'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0153 ***********************************************************************
 QG0153  DESIGNATION -  BOOT
 QG0153  PID         -  QG0153
 QG0153  STATE/COUNTY-  ME/AROOSTOOK
 QG0153  USGS QUAD   -  CRYSTAL (1989)
 QG0153
 QG0153                         *CURRENT SURVEY CONTROL
 QG0153  ___________________________________________________________________
 QG0153* NAD 83(1996)-  45 54 29.19583(N)    068 22 27.05121(W)     ADJUSTED  
 QG0153* NAVD 88     -       233.246  (meters)     765.24   (feet)  ADJUSTED  
 QG0153  ___________________________________________________________________
 QG0153  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 QG0153  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 QG0153  DYNAMIC HT  -         233.254 (meters)     765.27  (feet)  COMP
 QG0153  MODELED GRAV-     980,643.7   (mgal)                       NAVD 88
 QG0153
 QG0153  HORZ ORDER  -  SECOND
 QG0153  VERT ORDER  -  SECOND    CLASS 0
 QG0153
 QG0153.The horizontal coordinates were established by classical geodetic methods
 QG0153.and adjusted by the National Geodetic Survey in March 1998..
 QG0153
 QG0153.The orthometric height was determined by differential leveling
 QG0153.and adjusted by the National Geodetic Survey in June 1991..
 QG0153
 QG0153.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG0153
 QG0153.The geoid height was determined by GEOID03.
 QG0153
 QG0153.The dynamic height is computed by dividing the NAVD 88
 QG0153.geopotential number by the normal gravity value computed on the
 QG0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0153.degrees latitude (g = 980.6199 gals.).
 QG0153
 QG0153.The modeled gravity was interpolated from observed gravity values.
 QG0153
 QG0153;                    North         East     Units Scale Factor Converg.
 QG0153;SPC ME E     -   249,069.058   309,761.508   MT  0.99990117   +0 05 25.3
 QG0153;UTM  19      - 5,084,028.354   548,538.747   MT  0.99962896   +0 26 58.2
 QG0153
 QG0153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG0153!SPC ME E     -   0.99996720  x   0.99990117  =   0.99986837
 QG0153!UTM  19      -   0.99996720  x   0.99962896  =   0.99959617
 QG0153
 QG0153:                Primary Azimuth Mark                     Grid Az
 QG0153:SPC ME E     -  MAY MTN MAINE FOREST SERV MAST           035 55 22.4
 QG0153:UTM  19      -  MAY MTN MAINE FOREST SERV MAST           035 33 49.5
 QG0153
 QG0153|---------------------------------------------------------------------|
 QG0153| PID    Reference Object                     Distance      Geod. Az  |
 QG0153|                                                           dddmmss.s |
 QG0153| RF0709 MAY MTN MAINE FOREST SERV MAST      APPROX.16.2 KM 0360047.7 |
 QG0153| CE8806 BOOT AZ MK 3                                       0492820.3 |
 QG0153| QG0156 BOOT AZ MK                                         0685059.2 |
 QG0153| QG0157 BOOT AZ MK 2                                       0692414.6 |
 QG0153| QG0152 BOOT RM 2                            17.995 METERS 18653     |
 QG0153| QG1432 DEASEY MT FIRE TOWER                APPROX.24.4 KM 2784943.2 |
 QG0153| RF0714 MT CHASE FIRE TOWER                 APPROX.23.7 KM 3401244.2 |
 QG0153| QG0154 BOOT RM 1                            16.419 METERS 34610     |
 QG0153|---------------------------------------------------------------------|
 QG0153
 QG0153                          SUPERSEDED SURVEY CONTROL
 QG0153
 QG0153  NAD 83(1992)-  45 54 29.19303(N)    068 22 27.04775(W) AD(       ) 2
 QG0153  NAD 83(1986)-  45 54 29.19792(N)    068 22 27.06144(W) AD(       ) 2
 QG0153  NAD 27      -  45 54 29.01120(N)    068 22 28.96490(W) AD(       ) 2
 QG0153  NGVD 29 (??/??/92)  233.421  (m)          765.82   (f) ADJ UNCH    2 0
 QG0153
 QG0153.Superseded values are not recommended for survey control.
 QG0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0153.See file dsdata.txt to determine how the superseded data were derived.
 QG0153
 QG0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL4853984028(NAD 83)
 QG0153_MARKER: DS = TRIANGULATION STATION DISK
 QG0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0153_STAMPING: BOOT 1959
 QG0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0153+STABILITY: SURFACE MOTION
 QG0153
 QG0153  HISTORY     - Date     Condition        Report By
 QG0153  HISTORY     - 1959     MONUMENTED       CGS
 QG0153  HISTORY     - 1969     SEE DESCRIPTION  CGS
 QG0153  HISTORY     - 1969     GOOD             NGS
 QG0153  HISTORY     - 1970     SEE DESCRIPTION  MEDT
 QG0153  HISTORY     - 1971     SEE DESCRIPTION  NGS
 QG0153  HISTORY     - 1981     GOOD             MEDT
 QG0153
 QG0153                          STATION DESCRIPTION
 QG0153
 QG0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (HRL)
 QG0153'STATION IS LOCATED ABOUT 3 MILES EAST OF SHERMAN STATION AND
 QG0153'ABOUT 2-1/4 MILES NORTH OF SHERMAN MILLS ON THE WESTERLY EDGE
 QG0153'OF A HIGH HILL.  STATION IS 12 FEET EAST OF OLD ROCK FENCE, 11
 QG0153'FEET WEST OF THE EDGE OF CULTIVATED FIELD AND 3 FEET WEST OF
 QG0153'WITNESS POST.  THE MARK IS A STANDARD DISK SET FLUSH IN AN 18
 QG0153'INCH CONCRETE CYLINDER FLUSH WITH THE GROUND AND THE DISK IS
 QG0153'STAMPED BOOT 1959.
 QG0153'
 QG0153'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND STATE
 QG0153'HIGHWAY 159 IN ISLAND FALLS, GO SOUTHERLY ON U.S. HIGHWAY 2 FOR
 QG0153'6.95 MILES TO FORK.  TAKE RIGHT FORK ON BLACKTOP ROAD AND GO
 QG0153'SOUTHWEST FOR 1.7 MILES TO AZIMUTH MARK ON THE LEFT AS
 QG0153'DESCRIBED.  CONTINUE FOR 0.7 MILE TO SIDE ROAD RIGHT.  TURN RIGHT
 QG0153'ON GRAVEL ROAD AND GO 0.05 MILE TO FORK.  TAKE LEFT FORK FOR 0.1
 QG0153'MILE TO THE FARM BUILDINGS OF MR. GERALD PATTERSON.  TURN LEFT
 QG0153'BETWEEN BUILDINGS AND FOLLOW FIELD ROAD WESTERLY FOR 0.2 MILE
 QG0153'TO FORK.  CONTINUE STRAIGHT AHEAD ON LEFT FORK FOR 0.4 MILE TO
 QG0153'THE SOUTHWEST CORNER OF FIELD.  TURN RIGHT AND GO ALONG WEST
 QG0153'SIDE OF FIELD FOR 0.05 MILE TO STATION AS DESCRIBED.
 QG0153'
 QG0153'REFERENCE MARK NO. 1 IS 25 FEET WEST OF THE EDGE OF CULTIVATED
 QG0153'FIELD AND IN FENCELINE.  THE MARK IS A STANDARD DISK CEMENTED
 QG0153'FLUSH IN A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 8 INCHES
 QG0153'AND THE DISK IS STAMPED BOOT NO 1 1959.
 QG0153'
 QG0153'REFERENCE MARK NO. 2 IS 16 FEET WEST OF THE EDGE OF CULTIVATED
 QG0153'FIELD AND 2 FEET EAST OF FENCELINE.  THE MARK IS A STANDARD DISK
 QG0153'SET IN A 12X12 INCH CONCRETE MONUMENT WHICH PROJECTS ABOUT 3
 QG0153'INCHES AND THE DISK IS STAMPED BOOT R M NO 2 1959.
 QG0153'
 QG0153'AZIMUTH MARK IS 30 FEET EAST OF THE APPROXIMATE CENTER OF
 QG0153'BLACKTOP ROAD, 2.5 FEET NORTHWEST OF AN UTILITY POLE AND 1.5
 QG0153'FEET WEST OF WITNESS POST.  THE MARK IS A STANDARD DISK SET IN A
 QG0153'12 X 12 INCH CONCRETE MONUMENT WHICH PROJECTS ABOUT 4 INCHES AND
 QG0153'THE DISK IS STAMPED BOOT 1959.
 QG0153'
 QG0153'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 QG0153
 QG0153                          STATION RECOVERY (1969)
 QG0153
 QG0153'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (NCS)
 QG0153'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK IS
 QG0153'IN THE WAY OF ROAD RELOCATION, AND WAS MOVED AT THE REQUEST OF
 QG0153'THE MAINE STATE HIGHWAY COMMISSION.
 QG0153'
 QG0153'STATION IS LOCATED ABOUT 9 MILES SOUTH OF ISLAND FALLS AND 3
 QG0153'MILES EAST OF SHERMAN STATION ON THE WESTERLY EDGE OF A HIGH HILL,
 QG0153'12 FEET EAST OF AN OLD ROCK FENCE, AND 11 FEET WEST OF THE EDGE
 QG0153'OF A CULTIVATED FIELD.  STATION MARK IS A STANDARD DISK SET IN
 QG0153'THE TOP OF AN 18-INCH CONCRETE CYLINDER FLUSH WITH THE GROUND.
 QG0153'THE DISK IS STAMPED BOOT 1959.
 QG0153'
 QG0153'RM 1 IS A STANDARD DISK STAMPED BOOT NO 1 1959, (NOTE 12C) SET
 QG0153'IN A DRILL HOLE IN A BOULDER THAT IS EMBEDDED IN THE GROUND,
 QG0153'PROJECTING 8 INCHES, AND IS PART OF AN OLD STONE FENCE THAT
 QG0153'SEPARATES CULTIVATED FIELDS.
 QG0153'
 QG0153'RM 2 IS A STANDARD DISK STAMPED BOOT NO 2 1959, (NOTE 11B) SET IN
 QG0153'THE TOP OF A CONCRETE CYLINDER THAT PROJECTS 2 INCHES.  IT IS 17
 QG0153'FEET WEST OF THE EDGE OF A CULTIVATED FIELD AND 2 FEET EAST OF A
 QG0153'STONE FENCE ALONG WHICH SMALL TREES AND BRUSH ARE NOW GROWING.
 QG0153'
 QG0153'AZIMUTH MARK WAS RECOVERED ATER DIGGING, IN A PILE OF SPOIL
 QG0153'BESIDE THE ROAD.  IN THE WAY OF ROAD CONSTRUCTION, IT WAS LEFT IN
 QG0153'PLACE FOR LATER REMOVAL BY ROAD MACHINERY.
 QG0153'
 QG0153'AZIMUTH MARK NO. 2 IS A STANDARD DISK STAMPED BOOT 1959 NO 2
 QG0153'1969, SET IN A DRILL HOLE IN BEDROCK, 1 FOOT EAST OF THE EDGE OF THE
 QG0153'HIGHWAY CUT, ON THE WEST EDGE OF A CULTIVATED FIELD, JUST SOUTH OF
 QG0153'AND ACROSS THE ROAD FROM A FARM HOUSE.  (WITNESS POST AND SIGN
 QG0153'WERE LEFT WITH THE MEN OF THE HIGHWAY COMMISSION, WHO SUGGESTED
 QG0153'DRILLING THE BEDROCK WITH AIR DRILL TO SET IT AFTER DYNAMITE
 QG0153'IS DETONATED.)
 QG0153'
 QG0153'TO REACH THE STATION FROM STATE HIGHWAYS 2 AND 159 IN ISLAND
 QG0153'FALLS, GO SOUTH ON HIGHWAY 2 FOR 6.95 MILES TO A FORK, CONTINUE
 QG0153'AHEAD ON RIGHT FORK (LEAVING HIGHWAY 2) FOR 1.7 MILES TO A ROCK
 QG0153'HIGHWAY CUT AND FARMHOUSE ON THE RIGHT, AND AZIMUTH MARK NO. 2
 QG0153'ON THE LEFT.  CONTINUE AHEAD FOR 0.7 MILE TO A GRAVEL ROAD ON THE
 QG0153'RIGHT, TURN RIGHT AND GO WESTERLY FOR 0.1 MILE TO A FORK, TAKE
 QG0153'THE LEFT FORK AND CONTINUE FOR 0.1 MILE TO FARM BUILDINGS OF
 QG0153'MR. GERALD PATTERSON, TURN LEFT BETWEEN BUILDINGS AND FOLLOW
 QG0153'FIELD ROAD WESTERLY (UPHILL) FOR 0.2 MILE TO A FORK, TURN SHARP
 QG0153'LEFT AND GO SOUTHERLY FOR 0.1 MILE, TURN RIGHT AT CORNER OF
 QG0153'CULTIVATED FIELD AND GO WESTERLY BETWEEN A STONE FENCE AND
 QG0153'CULTIVATION FOR 0.2 MILE TO TOP OF HILL AND A NORTH-SOUTH STONE
 QG0153'FENCE, TURN RIGHT ALONG THE FENCE AND GO NORTH FOR 0.05 MILE TO
 QG0153'THE STATION MARK, BETWEEN THE WHEEL RUTS OF THE FIELD ROAD.
 QG0153'
 QG0153'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QG0153'3 MILES EAST OF SHERMAN STATION.
 QG0153
 QG0153                          STATION RECOVERY (1969)
 QG0153
 QG0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 QG0153'2.8 MI NE FROM SHERMAN MILLS.
 QG0153'2.6 MILES NORTHEAST ALONG A PAVED ROAD FROM THE POST OFFICE
 QG0153'IN SHERMAN MILLS TO A DIRT ROAD ON THE LEFT, TURN LEFT AND GO
 QG0153'WESTERLY FOR 0.2 MILE TO FARMHOUSE OF GERALD PATTERSON, TURN
 QG0153'LEFT BETWEEN FARM BUILDNGS AND GO UPGRADE ON FARM ROAD FOR
 QG0153'0.2 MILE TO A FORK, TURN SHARP LEFT AND GO SOUTHERLY FOR 0.1
 QG0153'MILE, TURN RIGHT AND CONTINUE UPGRADE FOR 0.2 MILE, TURN RIGHT
 QG0153'ALONG WEST EDGE OF CULTIVATION FOR 0.05 MILE TO STATION,
 QG0153'12 FEET EAST OF ROCK FENCE, 11 FEET WEST OF CULTIVATION, BETWEEN
 QG0153'WHEEL RUTS OF FIELD ROAD.  SET IN THE TOP OF A CONCRETE MONUMENT
 QG0153'THAT IS FLUSH.
 QG0153
 QG0153                          STATION RECOVERY (1970)
 QG0153
 QG0153'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1970 (BJR)
 QG0153'BOOT GOOD
 QG0153'
 QG0153'AZ MK POOR.
 QG0153'
 QG0153'DUE TO RECENT HIGHWAY CONSTRUCTION THE LEDGE THAT HOLDS THE
 QG0153'AZ. MK. HAS BEEN CUT TO 4 IN OF THE EDGE OF PLAQUE AND DO TO
 QG0153'CRACKS IN BACK OF THE PLAQUE, IT WILL PROBABLY FALL.
 QG0153'
 QG0153'WE JUST PLACED A NEW WITNESS 5 FT WEST OF STATION.
 QG0153
 QG0153                          STATION RECOVERY (1971)
 QG0153
 QG0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 QG0153'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION,
 QG0153'HOWEVER AZIMUTH MARK NO. 2 1969 IS IN DANGER OF DESTRUCTION DUE
 QG0153'TO EROSION, SO A NEW AZIMUTH MARK WAS ESTABLISHED.  A DIFFERENCE
 QG0153'OF .034 METER WAS NOTED IN THE DISTANCE TO RM NO. 2.  A COMPLETE
 QG0153'DESCRIPTION FOLLOWS--
 QG0153'
 QG0153'STATION IS LOCATED ON HIGH POINT OF A HILL, AT WEST END OF
 QG0153'POTATO FIELD, IN THE GRASS STRIP BETWEEN CULTIVATED FIELD AND A
 QG0153'STONE FENCE AND BRUSH-ROW, ON PROPERTY OF MR. G. PATTERSON.
 QG0153'
 QG0153'TO REACH STATION FROM THE CENTER OF ISLAND FALLS, GO SOUTHERLY ON
 QG0153'U.S. HIGHWAY 2 FOR 6.9 MILES.  TAKE RIGHT FORK, LEAVING HIGHWAY 2,
 QG0153'AND FOLLOW MACADAM ROAD 1.7 MILES TO AZIMUTH MARK NO. 2 ON
 QG0153'LEFT.  CONTINUE AHEAD 0.7 MILE.  TAKE GRAVEL T-ROAD RIGHT FOR
 QG0153'0.1 MILE.  TAKE LEFT FORK FOR 0.1 MILE TO MR. PATTERSONS
 QG0153'HOME.  TURN LEFT AND GO UPGRADE 0.25 MILE.  TURN SHARP LEFT AND
 QG0153'FOLLOW FIELD ROAD SOUTH AND THEN WEST ALONG EDGE OF FIELD FOR
 QG0153'0.3 MILE TO FIELD CORNER.  GO RIGHT, NORTH, 0.05 MILE TO
 QG0153'STATION.
 QG0153'
 QG0153'STATION MARK IS A STANDARD DISK STAMPED BOOT 1959, SET IN THE TOP
 QG0153'OF AN 18-INCH-DIAMETER CONCRETE MONUMENT 2 INCHES BELOW GROUND
 QG0153'LEVEL, SET BETWEEN TRACKS OF FIELD ROAD, 12 FEET EAST OF THE
 QG0153'STONE FENCE.
 QG0153'
 QG0153'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BOOT NO 1
 QG0153'1959, CEMENTED IN A DRILL HOLE IN A 3-FOOT BOULDER PROJECTING 10
 QG0153'INCHES, IN THE STONE FENCE ROW, 15 FEET WEST OF CENTER LINE OF
 QG0153'FIELD ROAD.
 QG0153'
 QG0153'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BOOT NO 2
 QG0153'1959, SET IN THE TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT
 QG0153'PROJECTING 2 INCHES, 9 FEET WEST OF FIELD ROAD AND 5 FEET EAST OF
 QG0153'STONE FENCE ROW.
 QG0153'
 QG0153'AZIMUTH MARK (1971) IS A STANDARD DISK STAMPED BOOT 1959 1971
 QG0153'CEMENTED IN A DRILL HOLE IN THE TOP OF A 2-FOOT BOULDER PROJECTING 8
 QG0153'INCHES.  LOCATED IN A FENCE CORNER, 28 FEET WEST OF CENTER LINE
 QG0153'OF GRAVEL ROAD, 11 FEET WEST OF FENCE CORNER, 1-1/2 FEET SOUTH
 QG0153'OF ELECTRIC FENCE, AND 5 FEET EAST OF A WITNESS SIGN NAILED ONTO
 QG0153'A 16-INCH BIRCH TREE USED AS A FENCE POST.  TO REACH THE MARK
 QG0153'FROM STATION, GO BACK OUT TO MACADAM ROAD, TURN LEFT AND GO 0.8
 QG0153'MILE.  TAKE GRAVEL SIDE ROAD LEFT AND GO 0.4 MILE TO
 QG0153'AZIMUTH MARK ON LEFT.
 QG0153'
 QG0153'NOTE--THE 1969 AZIMUTH MARK WAS LEFT IN PLACE.  IT IS NOW ABOUT
 QG0153'6 INCHES EAST OF EDGE OF ROCK BANK, WHICH IS BREAKING OFF QUITE
 QG0153'RAPIDLY.
 QG0153'
 QG0153'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QG0153'2-1/4 MILES N OF SHERMAN MILLS.
 QG0153
 QG0153                          STATION RECOVERY (1981)
 QG0153
 QG0153'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1981 (RJR)
 QG0153'BOOT - 1959 RECOVERED GOOD.
 QG0153'
 QG0153'BOOT - NO. 1 - 1959 RECOVERED GOOD.
 QG0153'
 QG0153'BOOT - NO. 2 - 1959 RECOVERED GOOD.
 QG0153'
 QG0153'AZ BOOT - 1959 - 1971 RECOVERED GOOD.
 QG0153'
 QG0153'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MI. EAST OF
 QG0153'SHERMAN STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0157 ***********************************************************************
 QG0157  DESIGNATION -  BOOT AZ MK 2
 QG0157  PID         -  QG0157
 QG0157  STATE/COUNTY-  ME/AROOSTOOK
 QG0157  USGS QUAD   -  CRYSTAL (1989)
 QG0157
 QG0157                         *CURRENT SURVEY CONTROL
 QG0157  ___________________________________________________________________
 QG0157* NAD 83(1986)-  45 54 45.     (N)    068 21 20.     (W)     SCALED    
 QG0157* NAVD 88     -       221.22   (meters)     725.8    (feet)  RESET     
 QG0157  ___________________________________________________________________
 QG0157  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 QG0157
 QG0157  VERT ORDER  -  THIRD
 QG0157
 QG0157.The horizontal coordinates were scaled from a topographic map and have
 QG0157.an estimated accuracy of +/- 6 seconds.
 QG0157
 QG0157.The orthometric height was computed from unverified reset data.
 QG0157
 QG0157.The geoid height was determined by GEOID03.
 QG0157
 QG0157;                    North         East    Units  Estimated Accuracy
 QG0157;SPC ME E     -   249,560.      311,210.      MT  (+/- 180 meters Scaled)
 QG0157
 QG0157                          SUPERSEDED SURVEY CONTROL
 QG0157
 QG0157.No superseded survey control is available for this station.
 QG0157
 QG0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL499845(NAD 83)
 QG0157_MARKER: DR = REFERENCE MARK DISK
 QG0157_SETTING: 0 = UNSPECIFIED SETTING
 QG0157_STAMPING: BOOT 1959 NO 2 1969
 QG0157_MARK LOGO: CGS   
 QG0157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG0157
 QG0157  HISTORY     - Date     Condition        Report By
 QG0157  HISTORY     - 1969     MONUMENTED       CGS
 QG0157
 QG0157                          STATION DESCRIPTION
 QG0157
 QG0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 QG0157'3.2 MI NE FROM SHERMAN MILLS.
 QG0157'AT 3.2 MILES NORTH ALONG AN ASPHALT ROAD FROM THE POST OFFICE
 QG0157'AT SHERMAN MILLS, DIAGONALLY (SOUTH-EAST OF) ACROSS THE ROAD
 QG0157'FROM A FARMHOUSE, AND 1 FOOT EAST OF THE EDGE OF A ROCK HIGHWAY
 QG0157'CUT.  IT IS 1.7 MILES SOUTH OF THE JUNCTION OF THE PAVED
 QG0157'ROAD AND STATE HIGHWAY 2, 0.7 MILE NORTH OF A GRAVEL T ROAD
 QG0157'LEADING WEST, AND ON THE WEST EDGE OF A CULTIVATED FIELD.
 QG0157'WITNESS POST AND SIGN WERE LEFT WITH THE STATE HIGHWAY WORKERS,
 QG0157'TO BE SET BY THEM, (TRANSMISSION POLES IN THE VICINITY WILL
 QG0157'BE RELOCATED), THE HIGHWAY CUT WILL PROBABLY BE ABOUT 6 FEET,
 QG0157'ON THE EAST SIDE OF THE ROAD, WHEN COMPLETED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0901 ***********************************************************************
 PD0901  DESIGNATION -  BOOT HEAD RESET
 PD0901  PID         -  PD0901
 PD0901  STATE/COUNTY-  ME/WASHINGTON
 PD0901  USGS QUAD   -  WEST LUBEC (1975)
 PD0901
 PD0901                         *CURRENT SURVEY CONTROL
 PD0901  ___________________________________________________________________
 PD0901* NAD 83(1996)-  44 46 13.76090(N)    067 01 19.17195(W)     ADJUSTED  
 PD0901* NAVD 88     -        52.0    (meters)     171.     (feet)  VERTCON   
 PD0901  ___________________________________________________________________
 PD0901  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 PD0901  GEOID HEIGHT-         -22.29  (meters)                     GEOID03
 PD0901
 PD0901  HORZ ORDER  -  SECOND
 PD0901
 PD0901.The horizontal coordinates were established by classical geodetic methods
 PD0901.and adjusted by the National Geodetic Survey in March 1998..
 PD0901
 PD0901.The NAVD 88 height was computed by applying the VERTCON shift value to
 PD0901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PD0901
 PD0901.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0901
 PD0901.The geoid height was determined by GEOID03.
 PD0901
 PD0901;                    North         East     Units Scale Factor Converg.
 PD0901;SPC ME E     -   123,703.448   416,988.963   MT  1.00006825   +1 02 27.7
 PD0901;UTM  19      - 4,959,358.291   656,518.690   MT  0.99990126   +1 23 36.0
 PD0901
 PD0901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0901!SPC ME E     -   0.99999534  x   1.00006825  =   1.00006359
 PD0901!UTM  19      -   0.99999534  x   0.99990126  =   0.99989660
 PD0901
 PD0901:                Primary Azimuth Mark                     Grid Az
 PD0901:SPC ME E     -  LAWRENCE RESET                           038 49 54.0
 PD0901:UTM  19      -  LAWRENCE RESET                           038 28 45.7
 PD0901
 PD0901|---------------------------------------------------------------------|
 PD0901| PID    Reference Object                     Distance      Geod. Az  |
 PD0901|                                                           dddmmss.s |
 PD0901| PD0910 LAWRENCE RESET                      APPROX. 2.5 KM 0395221.7 |
 PD0901| PD0721 QUODDY HEAD LOOKOUT TOWER           APPROX. 6.8 KM 0430425.3 |
 PD0901| CE7806 BOOT HEAD RM 1                        3.518 METERS 08454     |
 PD0901| CE7807 BOOT HEAD RM 2                        4.970 METERS 21212     |
 PD0901|---------------------------------------------------------------------|
 PD0901
 PD0901                          SUPERSEDED SURVEY CONTROL
 PD0901
 PD0901  NAD 83(1992)-  44 46 13.75534(N)    067 01 19.17774(W) AD(       ) 2
 PD0901  NAD 83(1986)-  44 46 13.75258(N)    067 01 19.17891(W) AD(       ) 2
 PD0901  NAD 27      -  44 46 13.46000(N)    067 01 21.23700(W) AD(       ) 2
 PD0901  NGVD 29 (07/19/86)   52.2    (m)          171.     (f) VERT ANG       
 PD0901
 PD0901.Superseded values are not recommended for survey control.
 PD0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0901.See file dsdata.txt to determine how the superseded data were derived.
 PD0901
 PD0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5651959358(NAD 83)
 PD0901_MARKER: H = DRILL HOLE
 PD0901_SETTING: 0 = UNSPECIFIED SETTING
 PD0901
 PD0901  HISTORY     - Date     Condition        Report By
 PD0901  HISTORY     - 1960     MONUMENTED       CGS
 PD0901  HISTORY     - 1946     GOOD             CGS
 PD0901  HISTORY     - 1960     SEE DESCRIPTION  CGS
 PD0901
 PD0901                          STATION DESCRIPTION
 PD0901
 PD0901'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0901'STATION IS ON THE HIGHEST PART OF BOOT HEAD, S SIDE OF BOOT
 PD0901'COVE.  THE HILL IS COVERED WITH A DENSE GROWTH OF SPRUCE AND
 PD0901'FIR TREES.  A FAINT TRAIL FROM THE HEAD OF BOOT COVE CROSSES
 PD0901'THE RIDGE ABOUT 50 METERS W OF THE STATION.  THE STATION IS MARKED
 PD0901'BY A DRILL HOLE SURROUNDED BY A TRIANGLE CUT IN THE ROCK, THE
 PD0901'ROCK BEING SLIGHTLY BELOW THE SURFACE OF THE GROUND.
 PD0901'CONSIDERABLE CUTTING WOULD BE REQUIRED TO OPEN LINES IN ANY
 PD0901'DIRECTION.
 PD0901
 PD0901                          STATION RECOVERY (1960)
 PD0901
 PD0901'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HRL)
 PD0901'STATION WAS RECOVERED--A STANDARD DISK WAS CEMENTED IN THE
 PD0901'DRILLHOLE THAT MARKED STATION.  REFERENCE MARK NO. 1 AND
 PD0901'REFERENCE MARK NO. 2 WERE ESTABLISHED.
 PD0901'
 PD0901'A COMPLETE NEW DESCRIPTION FOLLOWS--STATION IS LOCATED ON THE
 PD0901'HIGHEST PART OF ROCKY HILL THAT IS KNOWN AS BOOT HEAD, ABOUT
 PD0901'6-1/2 MILES SOUTH OF LUBEC, ABOUT 2 MILES NORTHEAST OF
 PD0901'BAILEYS MISTAKE COVE AND ABOUT 4 MILES SOUTHEAST OF WEST
 PD0901'LUBEC.  IT IS 19.7 FEET NORTH OF AN 8 INCH SPRUCE TREE, 9 FEET
 PD0901'EAST OF AN 8 INCH SPRUCE TREE AND 6 FEET SOUTHEAST OF A 4 INCH
 PD0901'SPRUCE TREE.  STATION IS MARKED BY A STANDARD DISK CEMENTED
 PD0901'FLUSH IN DRILLHOLE IN ROCK AND THE DISK IS STAMPED BOOTHEAD
 PD0901'1883 1960.
 PD0901'
 PD0901'TO REACH FROM THE POST OFFICE IN CUTLER, GO NORTHERLY ON STATE
 PD0901'HIGHWAY NO. 191 FOR 11.5 MILES TO A SIDE ROAD RIGHT AND
 PD0901'FITZHENRYS STORE ON THE RIGHT, TURN RIGHT AND GO EASTERLY FOR
 PD0901'1.3 MILE TO FORKS, TAKE LEFT FORK AND CONTINUE EASTERLY FOR
 PD0901'0.9 MILE TO ENTRANCE TO FARM YARD, TURN RIGHT IN DRIVEWAY AND
 PD0901'GO EAST FOR 0.1 MILE TO BARN AND END OF TRUCK TRAVEL.  FROM
 PD0901'END OF TRUCK TRAVEL PACK SOUTHERLY ON TRACK ROAD ALONG COAST
 PD0901'LINE FOR ABOUT 0.1 MILE TO END OF TRACK ROAD, CONTINUE SOUTH
 PD0901'AND EAST ON FOOT PATH FOR ABOUT 1/4 MILE UP HILL AND INTO WOODS
 PD0901'TO TOP OF RIDGE AND TWO LARGE FIR TREES ON THE LEFT WITH
 PD0901'TRIANGULAR BLAZE.  BEAR LEFT THROUGH DENSE GROWTH AND GO
 PD0901'NORTHEASTLY FOR ABOUT 1/4 MILE TO THE HIGHEST ROCK ON RIDGE
 PD0901'AND STATION AS DESCRIBED.
 PD0901'
 PD0901'REFERENCE MARK NO. 1 IS 10 FEET NORTH OF A 6 INCH SPRUCE TREE, 5
 PD0901'FEET WEST OF A 6 INCH SPRUCE TREE AND 3.4 FEET SOUTH OF A 6 INCH
 PD0901'SPRUCE TREE.  IT IS MARKED BY A STANDARD DISK CEMENTED FLUSH IN
 PD0901'DRILLHOLE IN ROCK AND THE DISK IS STAMPED BOOTHEAD NO 1 1883 1960.
 PD0901'
 PD0901'REFERENCE MARK NO. 2 IS 12.4 FEET SOUTH OF AN 8 INCH SPRUCE
 PD0901'TREE, 3 FEET WEST OF A 4 INCH SPRUCE TREE AND 4 FEET NORTH
 PD0901'OF ROCK LEDGE.  IT IS MARKED BY A STANDARD DISK CEMENTED FLUSH
 PD0901'IN DRILLHOLE IN ROCK AND THE DISK IS STAMPED BOOTHEAD NO 2
 PD0901'1883 1960.
 PD0901'
 PD0901'HEIGHT OF STAND ABOVE STATION MARK 1.32 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1463 ***********************************************************************
 QF1463  DESIGNATION -  BOOT POINT BM TS B44 IBC
 QF1463  PID         -  QF1463
 QF1463  STATE/COUNTY-  ME/WASHINGTON
 QF1463  USGS QUAD   -  LOON BAY (1988)
 QF1463
 QF1463                         *CURRENT SURVEY CONTROL
 QF1463  ___________________________________________________________________
 QF1463* NAD 83(1996)-  45 29 46.21714(N)    067 29 08.15353(W)     ADJUSTED  
 QF1463* NAVD 88     -        90.70   (+/-2cm)     297.6    (feet)  VERTCON   
 QF1463  ___________________________________________________________________
 QF1463  LAPLACE CORR-           2.40  (seconds)                    DEFLEC99
 QF1463  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 QF1463
 QF1463  HORZ ORDER  -  THIRD
 QF1463  VERT ORDER  -  THIRD ? (See Below)
 QF1463
 QF1463.The horizontal coordinates were established by classical geodetic methods
 QF1463.and adjusted by the National Geodetic Survey in March 1998..
 QF1463
 QF1463.The NAVD 88 height was computed by applying the VERTCON shift value to
 QF1463.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QF1463.The vertical order pertains to the NGVD 29 superseded value.
 QF1463
 QF1463.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1463
 QF1463.The geoid height was determined by GEOID03.
 QF1463
 QF1463;                    North         East     Units Scale Factor Converg.
 QF1463;SPC ME E     -   203,781.394   379,281.059   MT  0.99997725   +0 43 24.6
 QF1463;UTM  19      - 5,039,186.540   618,323.168   MT  0.99977213   +1 04 48.7
 QF1463
 QF1463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1463!SPC ME E     -   0.99998949  x   0.99997725  =   0.99996674
 QF1463!UTM  19      -   0.99998949  x   0.99977213  =   0.99976162
 QF1463
 QF1463                          SUPERSEDED SURVEY CONTROL
 QF1463
 QF1463  NAD 83(1992)-  45 29 46.21300(N)    067 29 08.14880(W) AD(       ) 3
 QF1463  NAD 83(1986)-  45 29 46.21642(N)    067 29 08.15717(W) AD(       ) 3
 QF1463  NAD 27      -  45 29 45.99700(N)    067 29 10.17000(W) AD(       ) 3
 QF1463  NGVD 29 (07/19/86)   90.88   (m)          298.2    (f) LEVELING    3  
 QF1463
 QF1463.Superseded values are not recommended for survey control.
 QF1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1463.See file dsdata.txt to determine how the superseded data were derived.
 QF1463
 QF1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL1832339187(NAD 83)
 QF1463_MARKER: DB = BENCH MARK DISK
 QF1463_SETTING: 80 = SET IN A BOULDER
 QF1463_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF1463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1463+STABILITY: SURFACE MOTION
 QF1463
 QF1463  HISTORY     - Date     Condition        Report By
 QF1463  HISTORY     - 1917     MONUMENTED       IBC
 QF1463
 QF1463                          STATION DESCRIPTION
 QF1463
 QF1463'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (NWS)
 QF1463'ON THE N BANK OF THE ST CROIX RIVER AT THE HEAD OF THE BAY AT BOOT
 QF1463'POINT, ABOUT 150 METERS ABOVE TYLER RIPS AND REFERENCE MONUMENT 150,
 QF1463'AND ABOUT 10 METERS INSIDE THE TREE LINE.
 QF1463'
 QF1463'STATION MARK IS A BRONZE BENCH - MARK DISK SET IN A DRILL HOLE IN A
 QF1463'LARGE BOULDER 6 BY 9 FEET AND 3 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0154 ***********************************************************************
 QG0154  DESIGNATION -  BOOT RM 1
 QG0154  PID         -  QG0154
 QG0154  STATE/COUNTY-  ME/AROOSTOOK
 QG0154  USGS QUAD   -  CRYSTAL (1989)
 QG0154
 QG0154                         *CURRENT SURVEY CONTROL
 QG0154  ___________________________________________________________________
 QG0154* NAD 83(1986)-  45 54 29.     (N)    068 22 26.     (W)     SCALED    
 QG0154* NAVD 88     -       233.057  (meters)     764.62   (feet)  ADJUSTED  
 QG0154  ___________________________________________________________________
 QG0154  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 QG0154  DYNAMIC HT  -         233.065 (meters)     764.65  (feet)  COMP
 QG0154  MODELED GRAV-     980,643.7   (mgal)                       NAVD 88
 QG0154
 QG0154  VERT ORDER  -  SECOND    CLASS 0
 QG0154
 QG0154.The horizontal coordinates were scaled from a topographic map and have
 QG0154.an estimated accuracy of +/- 6 seconds.
 QG0154
 QG0154.The orthometric height was determined by differential leveling
 QG0154.and adjusted by the National Geodetic Survey in June 1991..
 QG0154
 QG0154.The geoid height was determined by GEOID03.
 QG0154
 QG0154.The dynamic height is computed by dividing the NAVD 88
 QG0154.geopotential number by the normal gravity value computed on the
 QG0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0154.degrees latitude (g = 980.6199 gals.).
 QG0154
 QG0154.The modeled gravity was interpolated from observed gravity values.
 QG0154
 QG0154;                    North         East    Units  Estimated Accuracy
 QG0154;SPC ME E     -   249,060.      309,780.      MT  (+/- 180 meters Scaled)
 QG0154
 QG0154                          SUPERSEDED SURVEY CONTROL
 QG0154
 QG0154  NGVD 29 (??/??/92)  233.232  (m)          765.20   (f) ADJ UNCH    2 0
 QG0154
 QG0154.Superseded values are not recommended for survey control.
 QG0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0154.See file dsdata.txt to determine how the superseded data were derived.
 QG0154
 QG0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL485840(NAD 83)
 QG0154_MARKER: DR = REFERENCE MARK DISK
 QG0154_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QG0154_SP_SET: ROCK FENCE
 QG0154_STAMPING: BOOT NO 1 1959
 QG0154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG0154
 QG0154  HISTORY     - Date     Condition        Report By
 QG0154  HISTORY     - 1959     MONUMENTED       CGS
 QG0154  HISTORY     - 1969     GOOD             NGS
 QG0154
 QG0154                          STATION DESCRIPTION
 QG0154
 QG0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 QG0154'2.8 MI NE FROM SHERMAN MILLS.
 QG0154'2.6 MILES NORTHEAST ALONG A PAVED ROAD FROM THE POST OFFICE
 QG0154'AT SHERMAN MILLS, TURN LEFT ON A DIRT ROAD AND GO WESTERLY
 QG0154'FOR 0.2 MILE TO THE FARMHOUSE OF GERALD PATTERSON, TURN LEFT
 QG0154'BETWEEN FARM BUILDINGS AND FOLLOW FIELD ROAD WESTERLY FOR 0.2
 QG0154'MILE TO A FORK, TURN SHARP LEFT AND GO SOUTHERLY FOR 0.1 MILE,
 QG0154'TURN RIGHT AND FOLLOW FIELD ROAD ALONG SOUTH END OF CULTIVATION
 QG0154'FOR 0.2 MILE UPGRADE TO STONE FENCE, TURN RIGHT AND GO ALONG
 QG0154'FENCE FOR 0.05 MILE TO MARK IN A BOULDER IN THE OLD ROCK
 QG0154'FENCE THAT PROJECTS 8 INCHES, 53.9 FEET NORTH OF STATION BOOT
 QG0154'1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0152 ***********************************************************************
 QG0152  DESIGNATION -  BOOT RM 2
 QG0152  PID         -  QG0152
 QG0152  STATE/COUNTY-  ME/AROOSTOOK
 QG0152  USGS QUAD   -  CRYSTAL (1989)
 QG0152
 QG0152                         *CURRENT SURVEY CONTROL
 QG0152  ___________________________________________________________________
 QG0152* NAD 83(1986)-  45 54 29.     (N)    068 22 26.     (W)     SCALED    
 QG0152* NAVD 88     -       233.311  (meters)     765.45   (feet)  ADJUSTED  
 QG0152  ___________________________________________________________________
 QG0152  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 QG0152  DYNAMIC HT  -         233.319 (meters)     765.48  (feet)  COMP
 QG0152  MODELED GRAV-     980,643.7   (mgal)                       NAVD 88
 QG0152
 QG0152  VERT ORDER  -  SECOND    CLASS 0
 QG0152
 QG0152.The horizontal coordinates were scaled from a topographic map and have
 QG0152.an estimated accuracy of +/- 6 seconds.
 QG0152
 QG0152.The orthometric height was determined by differential leveling
 QG0152.and adjusted by the National Geodetic Survey in June 1991..
 QG0152
 QG0152.The geoid height was determined by GEOID03.
 QG0152
 QG0152.The dynamic height is computed by dividing the NAVD 88
 QG0152.geopotential number by the normal gravity value computed on the
 QG0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0152.degrees latitude (g = 980.6199 gals.).
 QG0152
 QG0152.The modeled gravity was interpolated from observed gravity values.
 QG0152
 QG0152;                    North         East    Units  Estimated Accuracy
 QG0152;SPC ME E     -   249,060.      309,780.      MT  (+/- 180 meters Scaled)
 QG0152
 QG0152                          SUPERSEDED SURVEY CONTROL
 QG0152
 QG0152  NGVD 29 (??/??/92)  233.486  (m)          766.03   (f) ADJ UNCH    2 0
 QG0152
 QG0152.Superseded values are not recommended for survey control.
 QG0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0152.See file dsdata.txt to determine how the superseded data were derived.
 QG0152
 QG0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL485840(NAD 83)
 QG0152_MARKER: DR = REFERENCE MARK DISK
 QG0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0152_STAMPING: BOOT NO 2 1959
 QG0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0152+STABILITY: SURFACE MOTION
 QG0152
 QG0152  HISTORY     - Date     Condition        Report By
 QG0152  HISTORY     - 1959     MONUMENTED       CGS
 QG0152  HISTORY     - 1969     GOOD             NGS
 QG0152
 QG0152                          STATION DESCRIPTION
 QG0152
 QG0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 QG0152'2.8 MI NE FROM SHERMAN MILLS.
 QG0152'2.6 MILES NORTHEAST ALONG A PAVED ROAD FROM THE POST OFFICE
 QG0152'IN SHERMAN MILLS TO A DIRT ROAD ON THE LEFT, TURN LEFT AND
 QG0152'GO 0.2 MILE TO THE FARMHOUSE OF GERALD PATTERSON, TURN LEFT
 QG0152'BETWEEN FARM BUILDINGS AND FOLLOW THE FIELD ROAD WESTERLY,
 QG0152'UPGRADE, FOR 0.2 MILE TO A FORK, TURN SHARP LEFT AND GO SOUTHERLY
 QG0152'FOR 0.1 MILE, TURN RIGHT ALONG SOUTH END OF CULTIVATION AND
 QG0152'GO WESTERLY FOR 0.2 MILE TO TOP OF GRADE AND STONE FENCE, TURN
 QG0152'RIGHT AND FOLLOW WEST EDGE OF CULTIVATION FOR 0.05 MILE TO
 QG0152'THE MARK ON THE LEFT, 59.2 FEET SOUTH OF STATION BOOT, 17 FEET
 QG0152'WEST OF EDGE OF CULITVATION AND 2 FEET EAST OF AN OLD STONE
 QG0152'FENCE, SET IN THE TOP OF A CONCRETE CYLINDER THAT PROJECTS 2
 QG0152'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0458 ***********************************************************************
 OB0458  DESIGNATION -  BOOTHBAY CENTER BROWN SPIRE
 OB0458  PID         -  OB0458
 OB0458  STATE/COUNTY-  ME/LINCOLN
 OB0458  USGS QUAD   -  WESTPORT (1970)
 OB0458
 OB0458                         *CURRENT SURVEY CONTROL
 OB0458  ___________________________________________________________________
 OB0458* NAD 83(1996)-  43 52 34.99323(N)    069 38 03.78114(W)     ADJUSTED  
 OB0458* NAVD 88     -                                                        
 OB0458  ___________________________________________________________________
 OB0458  LAPLACE CORR-           2.51  (seconds)                    DEFLEC99
 OB0458  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 OB0458
 OB0458  HORZ ORDER  -  THIRD
 OB0458
 OB0458.The horizontal coordinates were established by classical geodetic methods
 OB0458.and adjusted by the National Geodetic Survey in March 1998..
 OB0458
 OB0458
 OB0458.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0458
 OB0458.The geoid height was determined by GEOID03.
 OB0458
 OB0458;                    North         East     Units Scale Factor Converg.
 OB0458;SPC ME W     -   116,016.772   942,779.531   MT  0.99998917   +0 22 08.2
 OB0458;SPC ME E     -    23,924.780   208,835.591   MT  1.00000219   -0 47 10.7
 OB0458;UTM  19      - 4,858,339.133   449,033.334   MT  0.99963195   -0 26 22.9
 OB0458
 OB0458                          SUPERSEDED SURVEY CONTROL
 OB0458
 OB0458  NAD 83(1992)-  43 52 34.99226(N)    069 38 03.77649(W) AD(       ) 4
 OB0458  NAD 83(1986)-  43 52 34.99758(N)    069 38 03.78224(W) AD(       ) 4
 OB0458  NAD 27      -  43 52 34.74000(N)    069 38 05.64000(W) AD(       ) 3
 OB0458
 OB0458.Superseded values are not recommended for survey control.
 OB0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0458.See file dsdata.txt to determine how the superseded data were derived.
 OB0458
 OB0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ4903358339(NAD 83)
 OB0458
 OB0458  HISTORY     - Date     Condition        Report By
 OB0458  HISTORY     - UNK      MONUMENTED
 OB0458  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0458  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0458  HISTORY     - 20040823 MARK NOT FOUND   USPSQD
 OB0458
 OB0458                          STATION DESCRIPTION
 OB0458
 OB0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0458'THIS STATION IS LOST.  THIS CHURCH HAS BEEN REMODELED AND IS NOW
 OB0458'USED AS A SCHOOLHOUSE.
 OB0458
 OB0458                          STATION RECOVERY (1942)
 OB0458
 OB0458'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (HOF)
 OB0458'THE CHURCH HAS BEEN REMODELED AND IS NOW USED AS A
 OB0458'SCHOOLHOUSE.  HOWEVER, THE OLD SPIRE WAS LOCATED AT THE S GABLE SO
 OB0458'THIS POINT WAS PRICKED FOR AIR COMPILATION DATA.
 OB0458
 OB0458                          STATION RECOVERY (2004)
 OB0458
 OB0458'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMW)
 OB0458'THE BUILDING WAS REMOVED OVER TWENTY YEARS AGO. A PARK IS NOW AT THE
 OB0458'SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0459 ***********************************************************************
 OB0459  DESIGNATION -  BOOTHBAY CENTER WHITE SPIRE
 OB0459  PID         -  OB0459
 OB0459  STATE/COUNTY-  ME/LINCOLN
 OB0459  USGS QUAD   -  WESTPORT (1970)
 OB0459
 OB0459                         *CURRENT SURVEY CONTROL
 OB0459  ___________________________________________________________________
 OB0459* NAD 83(1996)-  43 52 30.32045(N)    069 38 02.48823(W)     ADJUSTED  
 OB0459* NAVD 88     -                                                        
 OB0459  ___________________________________________________________________
 OB0459  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 OB0459  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 OB0459
 OB0459  HORZ ORDER  -  THIRD
 OB0459
 OB0459.The horizontal coordinates were established by classical geodetic methods
 OB0459.and adjusted by the National Geodetic Survey in March 1998..
 OB0459
 OB0459
 OB0459.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0459
 OB0459.The geoid height was determined by GEOID03.
 OB0459
 OB0459;                    North         East     Units Scale Factor Converg.
 OB0459;SPC ME W     -   115,872.742   942,809.325   MT  0.99998920   +0 22 09.0
 OB0459;SPC ME E     -    23,780.177   208,862.475   MT  1.00000213   -0 47 09.7
 OB0459;UTM  19      - 4,858,194.749   449,061.082   MT  0.99963191   -0 26 22.0
 OB0459
 OB0459                          SUPERSEDED SURVEY CONTROL
 OB0459
 OB0459  NAD 83(1992)-  43 52 30.31938(N)    069 38 02.48352(W) AD(       ) 4
 OB0459  NAD 83(1986)-  43 52 30.32477(N)    069 38 02.48931(W) AD(       ) 4
 OB0459  NAD 27      -  43 52 30.04000(N)    069 38 04.34000(W) AD(       ) 3
 OB0459
 OB0459.Superseded values are not recommended for survey control.
 OB0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0459.See file dsdata.txt to determine how the superseded data were derived.
 OB0459
 OB0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ4906158195(NAD 83)
 OB0459
 OB0459  HISTORY     - Date     Condition        Report By
 OB0459  HISTORY     - UNK      MONUMENTED
 OB0459  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0459  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0459
 OB0459                          STATION DESCRIPTION
 OB0459
 OB0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0459'THIS STATION IS LOST.  THIS SPIRE HAS BEEN TORN DOWN AND REPLACED
 OB0459'WITH A CUPOLA AND IT IS DOUBTFUL IF THE CENTER OF THE CUPOLA IS THE
 OB0459'SAME AS THE CENTER OF THE OLD SPIRE.
 OB0459
 OB0459                          STATION RECOVERY (1942)
 OB0459
 OB0459'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (HOF)
 OB0459'STATION IS LOST.  CHURCH WAS BUILT IN 1856 AND IS NOW WHITE IN COLOR
 OB0459'WITH DARK ROOF.  ALTHOUGH THE ORIGINAL SPIRE HAS BEEN TORN DOWN AND
 OB0459'REPLACED BY A CUPOLA, THE CENTER OF THE CUPOLA WAS USED AS THE
 OB0459'STATION AND MIGHT BE OF SOME VALUE IN AIR COMPILATION DATA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0428 ***********************************************************************
 OB0428  DESIGNATION -  BOOTHBAY HARBOR STANDPIPE
 OB0428  PID         -  OB0428
 OB0428  STATE/COUNTY-  ME/LINCOLN
 OB0428  USGS QUAD   -  PEMAQUID POINT (1997)
 OB0428
 OB0428                         *CURRENT SURVEY CONTROL
 OB0428  ___________________________________________________________________
 OB0428* NAD 83(1996)-  43 51 08.24586(N)    069 37 10.72704(W)     ADJUSTED  
 OB0428* NAVD 88     -                                                        
 OB0428  ___________________________________________________________________
 OB0428  LAPLACE CORR-           2.18  (seconds)                    DEFLEC99
 OB0428  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 OB0428
 OB0428  HORZ ORDER  -  THIRD
 OB0428
 OB0428.The horizontal coordinates were established by classical geodetic methods
 OB0428.and adjusted by the National Geodetic Survey in March 1998..
 OB0428
 OB0428
 OB0428.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0428
 OB0428.The geoid height was determined by GEOID03.
 OB0428
 OB0428;                    North         East     Units Scale Factor Converg.
 OB0428;SPC ME W     -   113,347.237   943,981.677   MT  0.99999045   +0 22 44.3
 OB0428;SPC ME E     -    21,231.526   209,983.696   MT  0.99999963   -0 46 32.7
 OB0428;UTM  19      - 4,855,653.865   450,197.276   MT  0.99963051   -0 25 45.5
 OB0428
 OB0428                          SUPERSEDED SURVEY CONTROL
 OB0428
 OB0428  NAD 83(1992)-  43 51 08.24443(N)    069 37 10.72205(W) AD(       ) 4
 OB0428  NAD 83(1986)-  43 51 08.24975(N)    069 37 10.72788(W) AD(       ) 4
 OB0428  NAD 27      -  43 51 07.94300(N)    069 37 12.56800(W) AD(       ) 3
 OB0428
 OB0428.Superseded values are not recommended for survey control.
 OB0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0428.See file dsdata.txt to determine how the superseded data were derived.
 OB0428
 OB0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ5019755654(NAD 83)
 OB0428
 OB0428  HISTORY     - Date     Condition        Report By
 OB0428  HISTORY     - UNK      MONUMENTED
 OB0428  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0428  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0428  HISTORY     - 1987     POOR             USPSQD
 OB0428  HISTORY     - 20040823 MARK NOT FOUND   USPSQD
 OB0428
 OB0428                          STATION DESCRIPTION
 OB0428
 OB0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0428'THIS STANDPIPE STANDS ON TOP OF A HIGH HILL KNOWN AS MT. PISGAH,
 OB0428'IN THE TOWN OF BOOTHBAY HARBOR.
 OB0428
 OB0428                          STATION RECOVERY (1942)
 OB0428
 OB0428'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (HOF)
 OB0428'STATION RECOVERED AS DESCRIBED EXCEPT FOR THE FOLLOWING
 OB0428'DISCREPANCY--
 OB0428'
 OB0428'THE STANDPIPE IS NOW SILVER IN COLOR.
 OB0428
 OB0428                          STATION RECOVERY (1987)
 OB0428
 OB0428'RECOVERY NOTE BY US POWER SQUADRON 1987 (WSD)
 OB0428'MARK RECOVERED IN POOR CONDITION.
 OB0428
 OB0428                          STATION RECOVERY (2004)
 OB0428
 OB0428'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMW)
 OB0428'THE AREA IS COMPLETLY CHANGED DUE TO REPLACEMENT OF THE OLD STANDPIPE
 OB0428'(OB0428). A NEW STAND PIPE WAS CONSTRUCTED NEXT TO THIS STATION. THE
 OB0428'STATION WAS REMOVED IN 1998.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0432 ***********************************************************************
 OB0432  DESIGNATION -  BOOTHBAY HBR CONG WHITE SPIRE
 OB0432  PID         -  OB0432
 OB0432  STATE/COUNTY-  ME/LINCOLN
 OB0432  USGS QUAD   -  BOOTHBAY HARBOR (1997)
 OB0432
 OB0432                         *CURRENT SURVEY CONTROL
 OB0432  ___________________________________________________________________
 OB0432* NAD 83(1996)-  43 51 24.46000(N)    069 37 29.40781(W)     ADJUSTED  
 OB0432* NAVD 88     -                                                        
 OB0432  ___________________________________________________________________
 OB0432  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 OB0432  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 OB0432
 OB0432  HORZ ORDER  -  THIRD
 OB0432
 OB0432.The horizontal coordinates were established by classical geodetic methods
 OB0432.and adjusted by the National Geodetic Survey in March 1998..
 OB0432
 OB0432
 OB0432.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0432
 OB0432.The geoid height was determined by GEOID03.
 OB0432
 OB0432;                    North         East     Units Scale Factor Converg.
 OB0432;SPC ME W     -   113,844.903   943,561.182   MT  0.99999000   +0 22 31.5
 OB0432;SPC ME E     -    21,737.571   209,573.312   MT  1.00000054   -0 46 45.9
 OB0432;UTM  19      - 4,856,157.233   449,783.992   MT  0.99963101   -0 25 58.6
 OB0432
 OB0432                          SUPERSEDED SURVEY CONTROL
 OB0432
 OB0432  NAD 83(1992)-  43 51 24.45879(N)    069 37 29.40281(W) AD(       ) 4
 OB0432  NAD 83(1986)-  43 51 24.46413(N)    069 37 29.40862(W) AD(       ) 4
 OB0432  NAD 27      -  43 51 24.22000(N)    069 37 31.06000(W) AD(       ) 3
 OB0432
 OB0432.Superseded values are not recommended for survey control.
 OB0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0432.See file dsdata.txt to determine how the superseded data were derived.
 OB0432
 OB0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ4978456157(NAD 83)
 OB0432_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OB0432+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2004
 OB0432
 OB0432  HISTORY     - Date     Condition        Report By
 OB0432  HISTORY     - 1934     MONUMENTED       CGS
 OB0432  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0432  HISTORY     - 1988     GOOD             USPSQD
 OB0432  HISTORY     - 1990     GOOD             USPSQD
 OB0432  HISTORY     - 19950606 MARK NOT FOUND   USPSQD
 OB0432  HISTORY     - 20020916 GOOD             USPSQD
 OB0432  HISTORY     - 20040823 GOOD             USPSQD
 OB0432
 OB0432                          STATION DESCRIPTION
 OB0432
 OB0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0432'THIS IS THE SPIRE ON THE CONGREGATIONAL CHURCH NEAR THE NORTHERN
 OB0432'EDGE OF THE TOWN OF BOOTHBAY HARBOR.
 OB0432
 OB0432                          STATION RECOVERY (1942)
 OB0432
 OB0432'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (HOF)
 OB0432'STATION RECOVERED AS DESCRIBED.
 OB0432
 OB0432                          STATION RECOVERY (1988)
 OB0432
 OB0432'RECOVERY NOTE BY US POWER SQUADRON 1988 (WSD)
 OB0432'RECOVERED IN GOOD CONDITION.
 OB0432
 OB0432                          STATION RECOVERY (1990)
 OB0432
 OB0432'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMW)
 OB0432'RECOVERED IN GOOD CONDITION.
 OB0432
 OB0432                          STATION RECOVERY (1995)
 OB0432
 OB0432'RECOVERY NOTE BY US POWER SQUADRON 1995
 OB0432'MARK NOT FOUND.
 OB0432
 OB0432                          STATION RECOVERY (2002)
 OB0432
 OB0432'RECOVERY NOTE BY US POWER SQUADRON 2002 (RHS)
 OB0432'RECOVERED IN GOOD CONDITION.
 OB0432
 OB0432                          STATION RECOVERY (2004)
 OB0432
 OB0432'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMW)
 OB0432'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2022 ***********************************************************************
 OC2022  DESIGNATION -  BOOTHBEY 1851
 OC2022  PID         -  OC2022
 OC2022  STATE/COUNTY-  ME/YORK
 OC2022  USGS QUAD   -  KENNEBUNKPORT (1975)
 OC2022
 OC2022                         *CURRENT SURVEY CONTROL
 OC2022  ___________________________________________________________________
 OC2022* NAD 83(1996)-  43 20 53.77442(N)    070 29 47.88816(W)     ADJUSTED  
 OC2022* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 OC2022  ___________________________________________________________________
 OC2022  LAPLACE CORR-           2.93  (seconds)                    DEFLEC99
 OC2022  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 OC2022
 OC2022  HORZ ORDER  -  THIRD
 OC2022
 OC2022.The horizontal coordinates were established by classical geodetic methods
 OC2022.and adjusted by the National Geodetic Survey in March 1998..
 OC2022
 OC2022.The orthometric height was scaled from a topographic map.
 OC2022
 OC2022.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2022
 OC2022.The geoid height was determined by GEOID03.
 OC2022
 OC2022;                    North         East     Units Scale Factor Converg.
 OC2022;SPC ME W     -    57,257.682   873,247.358   MT  0.99997547   -0 13 35.4
 OC2022;SPC NH       -    94,897.231   394,862.085   MT  1.00007732   +0 48 11.5
 OC2022;SPC NH       -   311,342.00  1,295,476.69   sFT  1.00007732   +0 48 11.5
 OC2022;UTM  19      - 4,800,578.432   378,702.121   MT  0.99978099   -1 01 38.9
 OC2022
 OC2022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2022!SPC ME W     -   1.00000229  x   0.99997547  =   0.99997776
 OC2022!SPC NH       -   1.00000229  x   1.00007732  =   1.00007961
 OC2022!UTM  19      -   1.00000229  x   0.99978099  =   0.99978328
 OC2022
 OC2022:                Primary Azimuth Mark                     Grid Az
 OC2022:SPC ME W     -  MERRILL                                  015 11 41.6
 OC2022:SPC NH       -  MERRILL                                  014 09 54.7
 OC2022:UTM  19      -  MERRILL                                  015 59 45.1
 OC2022
 OC2022|---------------------------------------------------------------------|
 OC2022| PID    Reference Object                     Distance      Geod. Az  |
 OC2022|                                                           dddmmss.s |
 OC2022| OC2036 MERRILL                             APPROX. 5.6 KM 0145806.2 |
 OC2022| OC2011 KENNEBUNK PORT OBSERVATORY          APPROX. 2.5 KM 0691956.2 |
 OC2022| OC2026 KENNEBUNK PORT LIGHTHOUSE           APPROX. 1.7 KM 0982534.2 |
 OC2022| OC2012 KENNEBUNK PORT 1850                 APPROX. 2.6 KM 1060646.0 |
 OC2022| OC2023 FISHING ROCK SPINDLE                APPROX. 1.9 KM 1331356.9 |
 OC2022| OC2088 FISHING HOUSE FLAGSTAFF             APPROX. 0.9 KM 2023452.1 |
 OC2022| OC2098 BUTLANDS HOUSE MIDDLE CHIMNEY       APPROX. 9.2 KM 2224405.6 |
 OC2022| OC2083 WELLS FIRST CONG CHURCH SPIRE       APPROX. 8.9 KM 2343159.9 |
 OC2022| OC2097 WELLS CHURCH SPIRE                  APPROX. 7.0 KM 2493339.2 |
 OC2022| OC2087 WENTWORTHS CUPOLA                   APPROX. 0.6 KM 2662611.4 |
 OC2022| OC2066 KENNEBUNK ORTH CHURCH SPIRE         APPROX. 5.4 KM 3224159.5 |
 OC2022|---------------------------------------------------------------------|
 OC2022
 OC2022                          SUPERSEDED SURVEY CONTROL
 OC2022
 OC2022  NAD 83(1992)-  43 20 53.77314(N)    070 29 47.88938(W) AD(       ) 3
 OC2022  NAD 83(1986)-  43 20 53.77859(N)    070 29 47.89525(W) AD(       ) 3
 OC2022  NAD 27      -  43 20 53.46600(N)    070 29 49.72700(W) AD(       ) 3
 OC2022
 OC2022.Superseded values are not recommended for survey control.
 OC2022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2022.See file dsdata.txt to determine how the superseded data were derived.
 OC2022
 OC2022_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ7870200578(NAD 83)
 OC2022
 OC2022  HISTORY     - Date     Condition        Report By
 OC2022  HISTORY     - 1851     MONUMENTED       COASUR
 OC2022  HISTORY     - 1912     SEE DESCRIPTION  CGS
 OC2022  HISTORY     - 1928     SEE DESCRIPTION  CGS
 OC2022  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OC2022
 OC2022                          STATION DESCRIPTION
 OC2022
 OC2022'DESCRIBED BY COAST AND GEODETIC SURVEY 1912
 OC2022'STATION IS ON A HIGH KNOLL AT KENNEBUNK BEACH, ON A LOT FRONTING
 OC2022'ON RIDGE AVENUE, AND ABOUT 1-1/2 MILES WSW FROM KENNEBUNK
 OC2022'PORT.  THE STATION IS MARKED BY A COPPER BOLT SET IN A HOLE IN
 OC2022'THE ROCK, THE ROCK BEING ABOUT 6 INCHES BELOW THE SURFACE OF THE
 OC2022'GROUND.  A STANDARD DISK REFERENCE MARK IS SET IN AN OUTCROP OF
 OC2022'ROCK, AT THE HIGHEST POINT OF THE HILL, 25.62 METERS W BY N FROM
 OC2022'THE STATION.
 OC2022
 OC2022                          STATION RECOVERY (1928)
 OC2022
 OC2022'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928 (GCM)
 OC2022'REFERENCE MARK RECOVERED AS DESCRIBED.  STATION MARK NOT SEARCHED
 OC2022'FOR.  THIS IS THE HIGHEST GROUND IN VICINITY, 25 METERS W OF
 OC2022'MR. HALLS HOUSE, 300 METERS W OF THE HOTEL ATLANTIS.
 OC2022
 OC2022                          STATION RECOVERY (1953)
 OC2022
 OC2022'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EHK)
 OC2022'THE STATION WAS SEARCHED FOR 1 HR. BY A TWO-MAN PARTY, BUT WAS
 OC2022'NOT RECOVERED.  THE REFERENCE MARK WAS RECOVERED IN GOOD CONDITION.
 OC2022'
 OC2022'THE REFERENCE MARK IS 59.20 M. NE OF THE NE CORNER OF MR. HALLS
 OC2022'HOUSE.
 OC2022'
 OC2022'MEASUREMENTS INDICATED THAT THE STATION MIGHT STILL BE INTACT,
 OC2022'BUT WOULD REQUIRE A LENGTHY SEARCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0390 ***********************************************************************
 QH0390  DESIGNATION -  BOOTS IBC
 QH0390  PID         -  QH0390
 QH0390  STATE/COUNTY-  ME/OXFORD
 QH0390  USGS QUAD   -  TWIN PEAKS (1990)
 QH0390
 QH0390                         *CURRENT SURVEY CONTROL
 QH0390  ___________________________________________________________________
 QH0390* NAD 83(1996)-  45 17 11.62584(N)    070 52 32.04216(W)     ADJUSTED  
 QH0390* NAVD 88     -      1074.     (meters)    3524.     (feet)  SCALED    
 QH0390  ___________________________________________________________________
 QH0390  LAPLACE CORR-           5.77  (seconds)                    DEFLEC99
 QH0390  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 QH0390
 QH0390  HORZ ORDER  -  THIRD
 QH0390
 QH0390.The horizontal coordinates were established by classical geodetic methods
 QH0390.and adjusted by the National Geodetic Survey in March 1998..
 QH0390
 QH0390.The orthometric height was scaled from a topographic map.
 QH0390
 QH0390.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0390
 QH0390.The geoid height was determined by GEOID03.
 QH0390
 QH0390;                    North         East     Units Scale Factor Converg.
 QH0390;SPC ME W     -   272,822.116   844,386.615   MT  1.00000468   -0 30 13.6
 QH0390;UTM  19      - 5,016,495.771   352,915.542   MT  0.99986600   -1 19 59.1
 QH0390
 QH0390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0390!SPC ME W     -   0.99983568  x   1.00000468  =   0.99984036
 QH0390!UTM  19      -   0.99983568  x   0.99986600  =   0.99970170
 QH0390
 QH0390:                Primary Azimuth Mark                     Grid Az
 QH0390:SPC ME W     -  GOSFORD IBC                              023 01 19.8
 QH0390:UTM  19      -  GOSFORD IBC                              023 51 05.3
 QH0390
 QH0390|---------------------------------------------------------------------|
 QH0390| PID    Reference Object                     Distance      Geod. Az  |
 QH0390|                                                           dddmmss.s |
 QH0390| QH0332 GOSFORD IBC                         APPROX. 1.8 KM 0223106.2 |
 QH0390|---------------------------------------------------------------------|
 QH0390
 QH0390                          SUPERSEDED SURVEY CONTROL
 QH0390
 QH0390  NAD 83(1992)-  45 17 11.62473(N)    070 52 32.03909(W) AD(       ) 3
 QH0390  NAD 83(1992)-  45 17 11.63194(N)    070 52 32.03586(W) AD(       ) 3
 QH0390  NAD 83(1986)-  45 17 11.62957(N)    070 52 32.04050(W) AD(       ) 3
 QH0390  NAD 27      -  45 17 11.45800(N)    070 52 33.78200(W) AD(       ) 3
 QH0390
 QH0390.Superseded values are not recommended for survey control.
 QH0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0390.See file dsdata.txt to determine how the superseded data were derived.
 QH0390
 QH0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL5291616496(NAD 83)
 QH0390_MARKER: DD = SURVEY DISK
 QH0390_SETTING: 66 = SET IN ROCK OUTCROP
 QH0390_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 QH0390_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QH0390+STABILITY: POSITION/ELEVATION WELL
 QH0390
 QH0390  HISTORY     - Date     Condition        Report By
 QH0390  HISTORY     - 1916     MONUMENTED       IBC
 QH0390
 QH0390                          STATION DESCRIPTION
 QH0390
 QH0390'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1916 (JH)
 QH0390'IN WOBURN TOWNSHIP ON THE HIGHEST PEAK ON THE SOUTHERLY RIDGE OF
 QH0390'GOSFORD MOUNTAIN, DISTANT ABOUT 1 MILE FROM ITS SUMMIT AND 1-1/2
 QH0390'MILES EAST OF ARNOLD RIVER.  THE STATION IS NEAR THE WEST EDGE AND
 QH0390'ABOUT 150 FEET NORTH OF THE SOUTH EDGE OF THE FLAT TOP OF THE PEAK.
 QH0390'
 QH0390'STATION MARK--A BRONZE DISK CEMENTED IN A DRILL HOLE IN A ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0423 ***********************************************************************
 SF0423  DESIGNATION -  BOUCHARD
 SF0423  PID         -  SF0423
 SF0423  STATE/COUNTY-  ME/AROOSTOOK
 SF0423  USGS QUAD   -  FORT KENT SOUTH (1985)
 SF0423
 SF0423                         *CURRENT SURVEY CONTROL
 SF0423  ___________________________________________________________________
 SF0423* NAD 83(1996)-  47 11 53.95585(N)    068 33 09.74608(W)     ADJUSTED  
 SF0423* NAVD 88     -       360.1    (meters)    1181.     (feet)  VERTCON   
 SF0423  ___________________________________________________________________
 SF0423  LAPLACE CORR-           6.84  (seconds)                    DEFLEC99
 SF0423  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 SF0423
 SF0423  HORZ ORDER  -  SECOND
 SF0423
 SF0423.The horizontal coordinates were established by classical geodetic methods
 SF0423.and adjusted by the National Geodetic Survey in March 1998..
 SF0423
 SF0423.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0423
 SF0423.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0423
 SF0423.The geoid height was determined by GEOID03.
 SF0423
 SF0423;                    North         East     Units Scale Factor Converg.
 SF0423;SPC ME E     -   392,470.969   296,006.555   MT  0.99990020   -0 02 19.2
 SF0423;UTM  19      - 5,227,300.225   533,879.629   MT  0.99961411   +0 19 41.5
 SF0423
 SF0423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0423!SPC ME E     -   0.99994736  x   0.99990020  =   0.99984757
 SF0423!UTM  19      -   0.99994736  x   0.99961411  =   0.99956150
 SF0423
 SF0423|---------------------------------------------------------------------|
 SF0423| PID    Reference Object                     Distance      Geod. Az  |
 SF0423|                                                           dddmmss.s |
 SF0423| DA4761 BOUCHARD RM 1                        16.521 METERS 03553     |
 SF0423| DA4762 BOUCHARD RM 2                        16.843 METERS 27419     |
 SF0423| DA4760 BOUCHARD AZ MK                                     3043418.3 |
 SF0423|---------------------------------------------------------------------|
 SF0423
 SF0423                          SUPERSEDED SURVEY CONTROL
 SF0423
 SF0423  NAD 83(1992)-  47 11 53.95036(N)    068 33 09.74168(W) AD(       ) 2
 SF0423  NAD 83(1986)-  47 11 53.95696(N)    068 33 09.73706(W) AD(       ) 2
 SF0423  NAD 27      -  47 11 53.81236(N)    068 33 11.57487(W) AD(       ) 2
 SF0423  NGVD 29 (07/19/86)  360.2    (m)         1182.     (f) VERT ANG       
 SF0423
 SF0423.Superseded values are not recommended for survey control.
 SF0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0423.See file dsdata.txt to determine how the superseded data were derived.
 SF0423
 SF0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN3388027300(NAD 83)
 SF0423_MARKER: DS = TRIANGULATION STATION DISK
 SF0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF0423_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF0423
 SF0423  HISTORY     - Date     Condition        Report By
 SF0423  HISTORY     - 1960     MONUMENTED       CGS
 SF0423  HISTORY     - 1973     GOOD             MEDT
 SF0423  HISTORY     - 1974     GOOD             NGS
 SF0423  HISTORY     - 1976     GOOD             NGS
 SF0423  HISTORY     - 1977     GOOD             IBC
 SF0423
 SF0423                          STATION DESCRIPTION
 SF0423
 SF0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HRL)
 SF0423'STATION IS LOCATED ON THE HIGHEST POINT OF A CULTIVATED FIELD, ON
 SF0423'LAND WHICH IS OWNED BY MR. HENRY BOUCHARD, ABOUT 4 MILES
 SF0423'SOUTH-SOUTHEAST OF FORT KENT AND ABOUT 3 MILES NORTH-NORTHEAST
 SF0423'OF SOLDIER POND.
 SF0423'
 SF0423'STATION IS REACHED FROM THE POST OFFICE IN FORT KENT MILLS.  GO
 SF0423'SOUTHEAST ON STATE HIGHWAY 161 FOR 2.05 MILES TO A SIDE ROAD
 SF0423'RIGHT.  TURN RIGHT AND FOLLOW A MACADAM ROAD, SOUTHERLY FOR 0.45
 SF0423'MILE TO A GRAVELED ROAD RIGHT.  (TURN RIGHT AND GO WESTERLY ON
 SF0423'A GRAVELED ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT HAND
 SF0423'SIDE OF THE ROAD) FROM THE GRAVELED ROAD RIGHT, CONTINUE
 SF0423'SOUTHERLY, ON THE MACADAM ROAD FOR 0.7 MILE TO A FORK.  KEEP
 SF0423'LEFT AND CONTINUE FOR 0.4 MILE TO A FIELD ROAD LEFT.  TURN
 SF0423'LEFT AND FOLLOW THE FIELD ROAD, EAST AND NORTHEAST, UPHILL FOR
 SF0423'0.35, HIGHEST POINT OF HILL, SOUTHWEST EDGE OF TIMBER AND
 SF0423'STATION.
 SF0423'
 SF0423'STATION MARK IS A STANDARD DISK, STAMPED BOUCHARD 1960, SET IN
 SF0423'THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS ABOUT 2
 SF0423'INCHES.  IT IS 13 FEET NORTH-NORTHEAST OF THE CENTER OF A FIELD
 SF0423'ROAD, 21 FEET WEST OF THE SOUTHWEST CORNER OF TIMBER AND 6 FEET
 SF0423'SOUTH OF THE SOUTH EDGE OF A CULTIVATED FIELD.
 SF0423'
 SF0423'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED BOUCHARD
 SF0423'NO 1 1960, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH
 SF0423'PROJECTS ABOUT 6 INCHES.  IT IS 59 FEET NORTH OF THE CENTER OF THE
 SF0423'FIELD ROAD 25 FEET EAST OF THE EAST END OF THE CULTIVATED
 SF0423'FIELD, 9 FEET EAST OF THE WEST EDGE OF TIMBER AND ABOUT 1 FOOT
 SF0423'LOWER THAN THE STATION MARK.
 SF0423'
 SF0423'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED BOUCHARD NO 2
 SF0423'1960, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 SF0423'ABOUT 2 INCHES.  IT IS 17 FEET NORTH OF THE CENTER OF THE FIELD
 SF0423'ROAD, 4 FEET SOUTH OF THE SOUTH EDGE OF THE CULTIVATED FIELD
 SF0423'AND ABOUT THE SAME ELEVATION AS THE STATION MARK.
 SF0423'
 SF0423'AZIMUTH MARK IS A STANDARD DISK, STAMPED BOUCHARD 1960, SET IN
 SF0423'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 2
 SF0423'INCHES.  IT IS 66 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD AND
 SF0423'2.5 FEET SOUTH-SOUTHEAST OF STANDARD METAL WITNESS POST.
 SF0423'
 SF0423'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 SF0423
 SF0423                          STATION RECOVERY (1973)
 SF0423
 SF0423'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1973 (BR)
 SF0423'STATION BOUCHARD AND R.M. 1 AND R.M. 2 RECOVERED AS DESCRIBED.
 SF0423
 SF0423                          STATION RECOVERY (1974)
 SF0423
 SF0423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (REW)
 SF0423'THE STATION IS LOCATED ON THE HIGHEST POINT OF A CULTIVATED FIELD ON
 SF0423'LAND WHICH IS OWNED BY MR BERGRAM BOUCHARD, ABOUT 4 MILES
 SF0423'SOUTH-SOUTH-EAST OF FORT KENT AND ABOUT 3 MILES NORTH-NORTH-EAST OF
 SF0423'SOLDIER POND.
 SF0423'
 SF0423'THE STATION RM NO 2 WAS OCCUPIED AS THE ANTENNA SITE FOR GEOCEIVER
 SF0423'STATION 51023.
 SF0423'
 SF0423'THE STATION IS REACHED FROM THE POST OFFICE IN FORT KENT MILLS.  GO
 SF0423'SOUTH ON STATE HIGHWAY 161 FOR 2.05 MILES TO A SIDE ROAD RIGHT.
 SF0423'TURN RIGHT AND FOLLOW A MACADAM ROAD, SOUTHERLY FOR 0.45 MILE TO A
 SF0423'GRAVELLED ROAD RIGHT.  (TURN RIGHT AND GO WESTERLY ON A
 SF0423'GRAVELLED ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT HAND SIDE
 SF0423'OF THE ROAD) FROM THE GRAVELLED ROAD RIGHT, CONTINUE SOUTHERLY, ON
 SF0423'THE MACADAM ROAD FOR 0.7 MILE TO A BARN ON THE LEFT, JUST BEFORE A
 SF0423'FORK IN THE ROAD.  TURN LEFT ON THE GRAVEL ROAD TO THE RIGHT OF THE
 SF0423'BARN AND FOLLOW IT UPHILL FOR 0.6 MILE TO THE TOP OF THE HILL
 SF0423'WHERE THE WOOD BEGINS.
 SF0423'
 SF0423'THE STATION MARK IS A STANDARD DISC, STAMPED BOUCHARD 1960, SET IN
 SF0423'THE TOP OF A ROUND CONCRETE MONUMENT WHICH IS ABOUT 2 INCHES BELOW
 SF0423'GROUND LEVEL.  IT IS 4.0 METRES NORTH OF THE CENTRE OF THE FIELD
 SF0423'TRACK, 5.5 METRES WEST OF THE CORNER OF A WOOD AND 17.0 METRES
 SF0423'EAST OF THE EASTERN END OF A BOUNDARY HEDGEROW.
 SF0423'
 SF0423'REFERENCE MARK NUMBER ONE IS A STANDARD DISC STAMPED BOUCHARD NO 1
 SF0423'1960, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 SF0423'ABOUT 6 INCHES.  IT IS 14.5 METRES NORTH OF THE EDGE OF THE WOOD
 SF0423'AND 3.5 METRES EAST OF THE WEST EDGE OF THE WOOD.
 SF0423'
 SF0423'REFERENCE MARK NUMBER TWO IS A STANDARD DISC, STAMPED BOUCHARD NO 2
 SF0423'1960, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 SF0423'ABOUT 2 INCHES.  IT IS 4.0 METRES NORTH OF THE CENTRE OF THE FIELD
 SF0423'TRACK, 22.5 METRES WEST OF THE SOUTHWEST CORNER OF THE WOOD AND AT
 SF0423'THE EASTERN END OF A BOUNDARY-LINE HEDGE OF SHRUBS AND SMALL
 SF0423'TREES.
 SF0423'
 SF0423'THE AZIMUTH MARK IS A STANDARD DISC, STAMPED BOUCHARD 1960, SET IN
 SF0423'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 2 INCHES.
 SF0423'IT IS 66 FT SOUTH OF THE CENTRE OF A GRAVELLED ROAD AND 4.0 METRES
 SF0423'WEST OF THE EASTERN EDGE OF A WOOD, AND 2.5 FEET SOUTH-SOUTH-EAST
 SF0423'OF A STANDARD METAL WITNESS POST.
 SF0423
 SF0423                          STATION RECOVERY (1976)
 SF0423
 SF0423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CRM)
 SF0423'ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD
 SF0423'CONDITION.  THE STATION WAS USED FOR CHECK ANGLE PURPOSES ONLY
 SF0423'AND WAS NOT OCCUPIED.  A NEW TO REACH DESCRIPTION FOLLOWS.
 SF0423'
 SF0423'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 161 AND U.S.
 SF0423'HIGHWAY 1 IN THE EAST PART OF FT. KENT, MAINE, GO SOUTHEAST AND
 SF0423'SOUTH ON STATE HIGH 161 FOR 3.7 MILES TO A SIDE ROAD RIGHT.  TURN
 SF0423'RIGHT, AS PER SIGN SOLDIER POND, AND GO SOUTHWEST ON A SURFACED
 SF0423'ROAD FOR 0.4 MILE TO A SIDE ROAD RIGHT.  (TO REACH THE AZIMUTH
 SF0423'MARK FROM THIS POINT, TURN RIGHT, AS PER SIGN FT. KENT AIRPORT,
 SF0423'AND GO NORTHWEST ON A GRAVELED ROAD FOR 0.3 MILE TO THE MARK ON
 SF0423'THE LEFT, SOUTHWEST, SIDE OF THE ROAD.) CONTINUE AHEAD,
 SF0423'SOUTHWEST AND SOUTH, FOR 0.6 MILE TO A BARN ON THE LEFT SIDE
 SF0423'OF THE ROAD.  THIS IS JUST BEFORE REACHING A Y-FORK.  TURN
 SF0423'LEFT, PASS ON THE SOUTH END OF THE BARN, AND GO SOUTHEAST ON A
 SF0423'FIELD ROAD FOR 0.6 MILE TO THE TOP OF THE HILL, THE BEGINNING
 SF0423'OF A WOODED AREA ON THE LEFT, AND THE STATION ON THE LEFT,
 SF0423'NORTHEAST, SIDE OF THE ROAD.
 SF0423
 SF0423                          STATION RECOVERY (1977)
 SF0423
 SF0423'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977 (CRM)
 SF0423'ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 SF0423'THE STATION WAS USED FOR CHECK ANGLE PURPOSES ONLY.
 SF0423'
 SF0423'THE 1976 TO REACH DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0304 ***********************************************************************
 QH0304  DESIGNATION -  BOULDER IBC
 QH0304  PID         -  QH0304
 QH0304  STATE/COUNTY-  ME/OXFORD
 QH0304  USGS QUAD   -  LITTLE KENNEBAGO LAKE (1990)
 QH0304
 QH0304                         *CURRENT SURVEY CONTROL
 QH0304  ___________________________________________________________________
 QH0304* NAD 83(1996)-  45 14 54.13215(N)    070 51 55.77062(W)     ADJUSTED  
 QH0304* NAVD 88     -       899.     (meters)    2949.     (feet)  SCALED    
 QH0304  ___________________________________________________________________
 QH0304  LAPLACE CORR-           4.86  (seconds)                    DEFLEC99
 QH0304  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 QH0304
 QH0304  HORZ ORDER  -  THIRD
 QH0304
 QH0304.The horizontal coordinates were established by classical geodetic methods
 QH0304.and adjusted by the National Geodetic Survey in March 1998..
 QH0304
 QH0304.The orthometric height was scaled from a topographic map.
 QH0304
 QH0304.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0304
 QH0304.The geoid height was determined by GEOID03.
 QH0304
 QH0304;                    North         East     Units Scale Factor Converg.
 QH0304;SPC ME W     -   268,570.738   845,140.256   MT  1.00000366   -0 29 46.7
 QH0304;UTM  19      - 5,012,234.528   353,607.495   MT  0.99986351   -1 19 30.2
 QH0304
 QH0304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0304!SPC ME W     -   0.99986309  x   1.00000366  =   0.99986675
 QH0304!UTM  19      -   0.99986309  x   0.99986351  =   0.99972662
 QH0304
 QH0304:                Primary Azimuth Mark                     Grid Az
 QH0304:SPC ME W     -  BOGGY IBC                                255 02 08.9
 QH0304:UTM  19      -  BOGGY IBC                                255 51 52.4
 QH0304
 QH0304|---------------------------------------------------------------------|
 QH0304| PID    Reference Object                     Distance      Geod. Az  |
 QH0304|                                                           dddmmss.s |
 QH0304| QH0315 BOGGY IBC                           APPROX. 2.5 KM 2543222.2 |
 QH0304|---------------------------------------------------------------------|
 QH0304
 QH0304                          SUPERSEDED SURVEY CONTROL
 QH0304
 QH0304  NAD 83(1992)-  45 14 54.13079(N)    070 51 55.76779(W) AD(       ) 3
 QH0304  NAD 83(1992)-  45 14 54.13844(N)    070 51 55.76486(W) AD(       ) 3
 QH0304  NAD 83(1986)-  45 14 54.13649(N)    070 51 55.76929(W) AD(       ) 3
 QH0304  NAD 27      -  45 14 53.96800(N)    070 51 57.53100(W) AD(       ) 3
 QH0304
 QH0304.Superseded values are not recommended for survey control.
 QH0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0304.See file dsdata.txt to determine how the superseded data were derived.
 QH0304
 QH0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL5360712235(NAD 83)
 QH0304_MARKER: DD = SURVEY DISK
 QH0304_SETTING: 66 = SET IN ROCK OUTCROP
 QH0304_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 QH0304_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QH0304+STABILITY: POSITION/ELEVATION WELL
 QH0304
 QH0304  HISTORY     - Date     Condition        Report By
 QH0304  HISTORY     - 1916     MONUMENTED       IBC
 QH0304  HISTORY     - 1941     GOOD             IBC
 QH0304
 QH0304                          STATION DESCRIPTION
 QH0304
 QH0304'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1916 (JH)
 QH0304'IN WOBURN TOWNSHIP, ON THE MORE SOUTHERLY OF TWO HILLS ABOUT
 QH0304'THREE - FOURTHS MILE EAST OF ARNOLD BOG, 1 MILE NORTH - NORTHEAST OF
 QH0304'MONUMENT 452.  THE STATION IS ON THE HIGHEST POINT OF THE HILL.
 QH0304'
 QH0304'STATION MARK--A BRONZE DISK CEMENTED IN A DRILL HOLE IN A ROCK.
 QH0304
 QH0304                          STATION RECOVERY (1941)
 QH0304
 QH0304'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941 (FHB)
 QH0304'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1943 ***********************************************************************
 QF1943  DESIGNATION -  BOULDERS IBC
 QF1943  PID         -  QF1943
 QF1943  STATE/COUNTY-  ME/AROOSTOOK
 QF1943  USGS QUAD   -  ORIENT (1989)
 QF1943
 QF1943                         *CURRENT SURVEY CONTROL
 QF1943  ___________________________________________________________________
 QF1943* NAD 83(1996)-  45 49 14.95103(N)    067 45 39.45255(W)     ADJUSTED  
 QF1943* NAVD 88     -       132.     (meters)     433.     (feet)  SCALED    
 QF1943  ___________________________________________________________________
 QF1943  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 QF1943  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 QF1943
 QF1943  HORZ ORDER  -  THIRD
 QF1943
 QF1943.The horizontal coordinates were established by classical geodetic methods
 QF1943.and adjusted by the National Geodetic Survey in March 1998..
 QF1943
 QF1943.The orthometric height was scaled from a topographic map.
 QF1943
 QF1943.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1943
 QF1943.The geoid height was determined by GEOID03.
 QF1943
 QF1943;                    North         East     Units Scale Factor Converg.
 QF1943;SPC ME E     -   239,625.760   357,427.275   MT  0.99994053   +0 31 48.1
 QF1943;UTM  19      - 5,074,886.079   596,250.822   MT  0.99971389   +0 53 19.2
 QF1943
 QF1943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1943!SPC ME E     -   0.99998305  x   0.99994053  =   0.99992358
 QF1943!UTM  19      -   0.99998305  x   0.99971389  =   0.99969694
 QF1943
 QF1943|---------------------------------------------------------------------|
 QF1943| PID    Reference Object                     Distance      Geod. Az  |
 QF1943|                                                           dddmmss.s |
 QF1943| QF1942 REFERENCE MON 22                      5.383 METERS 15229     |
 QF1943| QF1860 WET IBC                             222.599 METERS 22111     |
 QF1943| QF1862 WATSON IBC                          226.806 METERS 24553     |
 QF1943| QF1861 REFERENCE MON 23=MONIMI             205.199 METERS 26825     |
 QF1943| QF1856 GULL ROCK 2 IBC 1911                467.651 METERS 3435614.5 |
 QF1943|---------------------------------------------------------------------|
 QF1943
 QF1943                          SUPERSEDED SURVEY CONTROL
 QF1943
 QF1943  NAD 83(1992)-  45 49 14.94824(N)    067 45 39.45104(W) AD(       ) 3
 QF1943  NAD 83(1986)-  45 49 14.95373(N)    067 45 39.47092(W) AD(       ) 3
 QF1943  NAD 27      -  45 49 14.74400(N)    067 45 41.42900(W) AD(       ) 3
 QF1943
 QF1943.Superseded values are not recommended for survey control.
 QF1943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1943.See file dsdata.txt to determine how the superseded data were derived.
 QF1943
 QF1943_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9625174886(NAD 83)
 QF1943_MARKER: DD = SURVEY DISK
 QF1943_SETTING: 80 = SET IN A BOULDER
 QF1943_SP_SET: SET IN A DRILL HOLE IN A BOULDER
 QF1943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1943+STABILITY: SURFACE MOTION
 QF1943
 QF1943  HISTORY     - Date     Condition        Report By
 QF1943  HISTORY     - 1912     MONUMENTED       IBC
 QF1943  HISTORY     - 1955     GOOD             IBC
 QF1943
 QF1943                          STATION DESCRIPTION
 QF1943
 QF1943'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (JEM)
 QF1943'ON THE END OF A NARROW TONGUELIKE PENINSULA 200 METERS E OF THE
 QF1943'THOROUGHFARE, THE OUTLET OF NORTH LAKE.  THE STATION IS N 25 DEGREES
 QF1943'08 MINUTES W, 5.3 METERS, FROM REFERENCE MONUMENT 22.
 QF1943'
 QF1943'STATION MARK IS A BRONZE DISK MARKED---U.S. AND C.B. SURVEY---SET IN
 QF1943'A DRILL HOLE WITHIN A TRIANGLE CUT IN A FLAT - TOPPED GRAY - GRANITE
 QF1943'BOULDER.  THREE HOLES ARE DRILLED IN THE ROCK AROUND THE STATION MARK
 QF1943'FOR THE PURPOSES OF FASTENING EYEBOLTS FOR SIGNAL GUYS.
 QF1943
 QF1943                          STATION RECOVERY (1955)
 QF1943
 QF1943'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1943'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0376 ***********************************************************************
 SF0376  DESIGNATION -  BOUND
 SF0376  PID         -  SF0376
 SF0376  STATE/COUNTY-  ME/AROOSTOOK
 SF0376  USGS QUAD   -  FORT KENT NORTH (1985)
 SF0376
 SF0376                         *CURRENT SURVEY CONTROL
 SF0376  ___________________________________________________________________
 SF0376* NAD 83(1996)-  47 15 36.26199(N)    068 35 15.11963(W)     ADJUSTED  
 SF0376* NAVD 88     -       197.1    (meters)     647.     (feet)  VERTCON   
 SF0376  ___________________________________________________________________
 SF0376  LAPLACE CORR-           7.05  (seconds)                    DEFLEC99
 SF0376  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 SF0376
 SF0376  HORZ ORDER  -  SECOND
 SF0376
 SF0376.The horizontal coordinates were established by classical geodetic methods
 SF0376.and adjusted by the National Geodetic Survey in March 1998..
 SF0376
 SF0376.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0376
 SF0376.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0376
 SF0376.The geoid height was determined by GEOID03.
 SF0376
 SF0376;                    North         East     Units Scale Factor Converg.
 SF0376;SPC ME E     -   399,337.917   293,375.609   MT  0.99990054   -0 03 51.4
 SF0376;UTM  19      - 5,234,148.209   531,205.516   MT  0.99961197   +0 18 10.6
 SF0376
 SF0376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0376!SPC ME E     -   0.99997294  x   0.99990054  =   0.99987348
 SF0376!UTM  19      -   0.99997294  x   0.99961197  =   0.99958492
 SF0376
 SF0376|---------------------------------------------------------------------|
 SF0376| PID    Reference Object                     Distance      Geod. Az  |
 SF0376|                                                           dddmmss.s |
 SF0376| DA4764 BOUND RM 1                            7.264 METERS 05156     |
 SF0376| DA4763 BOUND AZ MK                                        1781152.3 |
 SF0376| SF0399 FT KENT CATH SCH CR IBC 1910        APPROX. 0.8 KM 2004229.3 |
 SF0376| SF0401 CLAIR CATH CH SP IBC 1976           APPROX. 1.2 KM 2412014.6 |
 SF0376| SF0375 S88 IBC 1910                          5.093 METERS 25501     |
 SF0376| DA4765 BOUND RM 2                            8.386 METERS 29401     |
 SF0376|---------------------------------------------------------------------|
 SF0376
 SF0376                          SUPERSEDED SURVEY CONTROL
 SF0376
 SF0376  NAD 83(1992)-  47 15 36.25633(N)    068 35 15.11616(W) AD(       ) 2
 SF0376  NAD 83(1986)-  47 15 36.26319(N)    068 35 15.11086(W) AD(       ) 2
 SF0376  NAD 27      -  47 15 36.12293(N)    068 35 16.94733(W) AD(       ) 2
 SF0376  NGVD 29 (07/19/86)  197.2    (m)          647.     (f) VERT ANG       
 SF0376
 SF0376.Superseded values are not recommended for survey control.
 SF0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0376.See file dsdata.txt to determine how the superseded data were derived.
 SF0376
 SF0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN3120634148(NAD 83)
 SF0376_MARKER: DS = TRIANGULATION STATION DISK
 SF0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF0376
 SF0376  HISTORY     - Date     Condition        Report By
 SF0376  HISTORY     - 1960     MONUMENTED       CGS
 SF0376  HISTORY     - 1973     GOOD             MEDT
 SF0376  HISTORY     - 1976     GOOD             NGS
 SF0376
 SF0376                          STATION DESCRIPTION
 SF0376
 SF0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HRL)
 SF0376'STATION IS LOCATED IN THE NORTHEAST EDGE OF FORT KENT, ABOUT
 SF0376'0.2 MILE NORTH-NORTHEAST OF THE RAILROAD STATION, 16.7 FEET EAST
 SF0376'OF BOUNDARY MONUMENT NO. 88, 13.5 FEET SOUTH OF A FENCELINE
 SF0376'AND ON THE SOUTH SLOPE OF A HILL.
 SF0376'
 SF0376'THE DISK IS A STANDARD DISK STAMPED BOUND 1960.  IT IS SET IN A
 SF0376'12X12 INCH CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.
 SF0376'
 SF0376'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 AND
 SF0376'STATE HIGHWAY 161, JUST WEST OF THE RAILROAD STATION, GO NORTHERLY
 SF0376'ON U.S. HIGHWAY 1 FOR 0.15 MILE TO A DRIVEWAY ON THE RIGHT, TURN
 SF0376'RIGHT, PASSING TO THE LEFT OF A TWO STORY HOUSE, GO UP HILL FOR
 SF0376'0.05 MILE TO A FORKS, TAKE THE RIGHT FORK FOR 0.05 MILE TO THE
 SF0376'STATION AS DESCRIBED.
 SF0376'
 SF0376'BOUNDARY MONUMENT U.S. NO. 88 IS A CONCRETE MONUMENT, PYRAMID
 SF0376'IN SHAPE, WITH A 3X3 FOOT BASE AND 2 FEET HIGH.  IT IS 18 FEET
 SF0376'SOUTH OF A FENCELINE AND 16.7 FEET WEST OF STATION BOUND.
 SF0376'
 SF0376'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED BOUND NO 1
 SF0376'1960.  IT IS 39.9 FEET NORTHEAST OF BOUNDARY MONUMENT NO. 88 AND
 SF0376'IN A FENCELINE.  IT IS SET IN A 10X10 INCH CONCRETE MONUMENT THAT
 SF0376'IS FLUSH WITH THE GROUND.
 SF0376'
 SF0376'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED BOUND NO 2
 SF0376'1960.  IT IS 18 FEET NORTH OF BOUNDARY MONUMENT NO. 88 AND
 SF0376'IN A FENCELINE.  IT IS SET IN A 10X10 INCH CONCRETE MONUMENT THAT
 SF0376'IS FLUSH WITH THE GROUND.
 SF0376'
 SF0376'AZIMUTH MARK IS A STANDARD DISK STAMPED BOUND 1960.  IT IS 41
 SF0376'FEET WEST OF SWITCH NO. 17, 34.3 FEET SOUTH-SOUTHEAST OF SWITCH
 SF0376'NO. F, 33.5 FEET NORTHEAST OF THE NORTHEAST RAIL OF 4 TRACKS, 22.4
 SF0376'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF TRACK LEADING TO
 SF0376'RAILROAD REPAIR SHOP AND CEMENTED IN A DRILL HOLE IN THE TOP AN
 SF0376'18X18 INCH CONCRETE BASE, THE WEST ONE OF 12 OLD BASES.
 SF0376'
 SF0376'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY 1 AND
 SF0376'STATE HIGHWAY 161, WALK EAST DOWN RAILROAD TRACKS FOR ABOUT
 SF0376'0.15 MILE TO THE OLD CONCRETE BASES AND THE AZIMUTH MARK AS
 SF0376'DESCRIBED.
 SF0376'
 SF0376'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 SF0376
 SF0376                          STATION RECOVERY (1973)
 SF0376
 SF0376'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1973 (BR)
 SF0376'STATION BOUND, R.M. 1 AND R.M. 2 RECOVERED AS DESCRIBED.
 SF0376
 SF0376                          STATION RECOVERY (1976)
 SF0376
 SF0376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CRM)
 SF0376'THE STATION, REFERENCE MARK 1, REFERENCE MARK 2, AZIMUTH MARK
 SF0376'AND REFERENCE MONUMENT S-88 WERE RECOVERED AND FOUND IN GOOD
 SF0376'CONDITION.  THE AZIMUTH MARK IS NOW BLOCKED BY TREES.  A NEW
 SF0376'DESCRIPTION FOLLOWS.
 SF0376'
 SF0376'THE STATION IS LOCATED IN THE NORTHEAST PART OF FT. KENT,
 SF0376'MAINE, ON THE WEST SLOPE OF A HILL THAT IS COVERED WITH BRUSH AND
 SF0376'TREES, AND AT THE NORTHEAST EDGE OF A SMALL, BRUSHY CLEARING
 SF0376'THAT HAS TWO SMALL APPLE TREES AT ITS SOUTHEAST EDGE.
 SF0376'
 SF0376'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE HIGHWAY
 SF0376'161 THAT IS NEAR THE RAILROAD STATION IN FT. KENT, GO NORTHEAST
 SF0376'ON U.S. HIGHWAY 1 FOR 0.15 MILE TO THE THIRD SIDE STREET ON THE
 SF0376'RIGHT.  TURN RIGHT AND GO EAST-NORTHEAST FOR 0.05 MILE TO A
 SF0376'POINT WHERE THE STREET TURNS TO THE LEFT.  BEAR LEFT AND GO
 SF0376'NORTH FOR ABOUT 150 FEET TO A DIM PATH ON THE RIGHT.  THIS IS
 SF0376'ABOUT 45 FEET SOUTH OF POWER POLE NO. 57-8.  PACK EASTERLY
 SF0376'ALONG THE PATH FOR ABOUT 200 FEET TO THE STATION.
 SF0376'
 SF0376'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY
 SF0376'1 AND STATE HIGHWAY 161, WALK EAST ALONG THE RAILROAD TRACKS FOR
 SF0376'ABOUT 0.15 MILE TO SOME CONCRETE BASES AND THE MARK.
 SF0376'
 SF0376'THE STATION MARK, STAMPED BOUND 1960, IS A U.S. COAST AND
 SF0376'GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE
 SF0376'POST THAT IS FLUSH WITH THE GROUND.  IT IS 2.86 METERS
 SF0376'WEST-SOUTHWEST OF A 6-INCH IN DIAMETER SPRUCE TREE THAT HAS A
 SF0376'WITNESS POST SIGN NAILED TO IT AND 2.7 METERS SOUTH OF A
 SF0376'SHALLOW DITCH.
 SF0376'
 SF0376'REFERENCE MARK NO. 1, STAMPED BOUND NO 1 1960, IS A U.S. COAST
 SF0376'AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH SQUARE,
 SF0376'CONCRETE POST THAT IS FLUSH WITH THE GROUND.  IT IS 4.75 METERS
 SF0376'NORTHEAST OF THE SPRUCE TREE WITH THE WITNESS POST SIGN AND 0.9
 SF0376'METER NORTH OF THE SHALLOW DITCH.  IT IS 1.4 METERS HIGHER THAN
 SF0376'THE STATION MARK.
 SF0376'
 SF0376'REFERENCE MARK NO. 2, STAMPED BOUND NO 2 1960, IS A U.S.
 SF0376'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH SQUARE,
 SF0376'CONCRETE POST THAT IS FLUSH WITH THE GROUND.  IT IS 10.76 METERS
 SF0376'WEST OF THE SPRUCE TREE WITH THE WITNESS POST SIGN AND 0.9
 SF0376'METER NORTH OF THE SHALLOW DITCH.  IT IS 0.18 METER LOWER THAN
 SF0376'THE STATION MARK.
 SF0376'
 SF0376'REFERENCE MONUMENT S-88 IS A 12-INCH SQUARE, CONCRETE POST
 SF0376'THAT PROJECTS 6 INCHES ABOVE A 3-FOOT SQUARE, CONCRETE
 SF0376'BASE.  OVERALL IT PROJECTS 2 FEET.  U.S. NO 88 IS CAST IN THE
 SF0376'CONCRETE BASE.  IT IS 0.39 METER HIGHER THAN THE STATION MARK,
 SF0376'7.96 METERS WEST-SOUTHWEST OF THE SPRUCE TREE WITH THE WITNESS
 SF0376'POST SIGN, AND 4.0 METERS SOUTH OF THE SHALLOW DITCH.
 SF0376'
 SF0376'THE AZIMUTH MARK, STAMPED BOUND 1960, IS A U.S. COAST AND
 SF0376'GEODETIC SURVEY DISK CEMENTED IN A DRILL HOLE IN AN 18-INCH
 SF0376'SQUARE, CONCRETE BASE.  IT IS 41 FEET WEST OF SWITCH NO 17,
 SF0376'34.3 FEET SOUTH-SOUTHEAST OF SWITCH NO. F, AND 33.5 FEET
 SF0376'NORTHEAST OF THE NORTHEAST RAIL OF 4 TRACKS.
 SF0376'
 SF0376'IT IS 44.06 FEET OR 13.427 METERS BETWEEN THE REFERENCE MARKS.
 SF0376'
 SF0376'IT IS 17.94 FEET OR 5.468 METERS BETWEEN REFERENCE MONUMENT S-88
 SF0376'AND REFERENCE MARK NO. 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0216 ***********************************************************************
 PE0216  DESIGNATION -  BOUNDARY
 PE0216  PID         -  PE0216
 PE0216  STATE/COUNTY-  ME/HANCOCK
 PE0216  USGS QUAD   -  WINTER HARBOR (1985)
 PE0216
 PE0216                         *CURRENT SURVEY CONTROL
 PE0216  ___________________________________________________________________
 PE0216* NAD 83(1986)-  44 24 15.     (N)    068 00 49.     (W)     SCALED    
 PE0216* NAVD 88     -         1.951  (meters)       6.40   (feet)  ADJUSTED  
 PE0216  ___________________________________________________________________
 PE0216  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 PE0216  DYNAMIC HT  -           1.951 (meters)       6.40  (feet)  COMP
 PE0216  MODELED GRAV-     980,563.9   (mgal)                       NAVD 88
 PE0216
 PE0216  VERT ORDER  -  SECOND    CLASS 0
 PE0216
 PE0216.The horizontal coordinates were scaled from a topographic map and have
 PE0216.an estimated accuracy of +/- 6 seconds.
 PE0216
 PE0216.The orthometric height was determined by differential leveling
 PE0216.and adjusted by the National Geodetic Survey in June 1991..
 PE0216
 PE0216.The geoid height was determined by GEOID03.
 PE0216
 PE0216.The dynamic height is computed by dividing the NAVD 88
 PE0216.geopotential number by the normal gravity value computed on the
 PE0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0216.degrees latitude (g = 980.6199 gals.).
 PE0216
 PE0216.The modeled gravity was interpolated from observed gravity values.
 PE0216
 PE0216;                    North         East    Units  Estimated Accuracy
 PE0216;SPC ME E     -    82,050.      338,740.      MT  (+/- 180 meters Scaled)
 PE0216
 PE0216                          SUPERSEDED SURVEY CONTROL
 PE0216
 PE0216  NGVD 29 (??/??/92)    2.149  (m)            7.05   (f) ADJ UNCH    2 0
 PE0216
 PE0216.Superseded values are not recommended for survey control.
 PE0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0216.See file dsdata.txt to determine how the superseded data were derived.
 PE0216
 PE0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK785172(NAD 83)
 PE0216_MARKER: B = BOLT
 PE0216_SETTING: 66 = SET IN ROCK OUTCROP
 PE0216_SP_SET: ROCK LEDGE
 PE0216_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0216+STABILITY: POSITION/ELEVATION WELL
 PE0216
 PE0216  HISTORY     - Date     Condition        Report By
 PE0216  HISTORY     - UNK      MONUMENTED       CGS
 PE0216  HISTORY     - 1966     GOOD             NGS
 PE0216  HISTORY     - 1987     GOOD             USPSQD
 PE0216
 PE0216                          STATION DESCRIPTION
 PE0216
 PE0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0216'0.8 MI SE FROM PROSPECT HARBOR.
 PE0216'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 195 FROM THE POST OFFICE
 PE0216'AT PROSPECT HARBOR, THENCE 0.55 MILE SOUTHEAST ALONG A BLACK
 PE0216'TOPPED ROAD, NEAR THE HIGH WATER LINE OF PROSPECT HARBOR, SET
 PE0216'AT A 45 DEGREE ANGLE NEAR THE NORTHWEST CORNER OF A ROCK LEDGE,
 PE0216'72 FEET SOUTHWEST OF THE CENTER LINE OF THE BLACK TOPPED ROAD,
 PE0216'76 FEET WEST OF THE CENTER OF A GATE TO U.S. NAVY GROUP
 PE0216'DETACHMENT (SATELITE TRACKING STATION), AND ABOUT 1.5 FEET BELOW
 PE0216'THE LEVEL OF THE BLACK TOPPED ROAD.  NOTE-- THIS MARK WAS LEVELED
 PE0216'OVER AT THE REQUEST OF MR. CARROL F. MERRIAM, C AND GS, ESSA,
 PE0216'COLLABORATOR.
 PE0216
 PE0216                          STATION RECOVERY (1987)
 PE0216
 PE0216'RECOVERY NOTE BY US POWER SQUADRON 1987 (ELG)
 PE0216'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0473 ***********************************************************************
 QH0473  DESIGNATION -  BOUNDARY IBC
 QH0473  PID         -  QH0473
 QH0473  STATE/COUNTY-  ME/FRANKLIN
 QH0473  USGS QUAD   -  BOUNDARY POND (1970)
 QH0473
 QH0473                         *CURRENT SURVEY CONTROL
 QH0473  ___________________________________________________________________
 QH0473* NAD 83(1996)-  45 32 31.10368(N)    070 41 26.99651(W)     ADJUSTED  
 QH0473* NAVD 88     -       654.     (meters)    2146.     (feet)  SCALED    
 QH0473  ___________________________________________________________________
 QH0473  LAPLACE CORR-           6.08  (seconds)                    DEFLEC99
 QH0473  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 QH0473
 QH0473  HORZ ORDER  -  SECOND
 QH0473
 QH0473.The horizontal coordinates were established by classical geodetic methods
 QH0473.and adjusted by the National Geodetic Survey in March 1998..
 QH0473
 QH0473.The orthometric height was scaled from a topographic map.
 QH0473
 QH0473.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0473
 QH0473.The geoid height was determined by GEOID03.
 QH0473
 QH0473;                    North         East     Units Scale Factor Converg.
 QH0473;SPC ME W     -   301,096.621   859,064.049   MT  0.99998726   -0 22 26.9
 QH0473;UTM  19      - 5,044,550.033   367,999.198   MT  0.99981423   -1 12 25.3
 QH0473
 QH0473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0473!SPC ME W     -   0.99990157  x   0.99998726  =   0.99988883
 QH0473!UTM  19      -   0.99990157  x   0.99981423  =   0.99971582
 QH0473
 QH0473:                Primary Azimuth Mark                     Grid Az
 QH0473:SPC ME W     -  TS B IBC                                 006 17 13.4
 QH0473:UTM  19      -  TS B IBC                                 007 07 11.8
 QH0473
 QH0473|---------------------------------------------------------------------|
 QH0473| PID    Reference Object                     Distance      Geod. Az  |
 QH0473|                                                           dddmmss.s |
 QH0473| QH0471 TS B IBC                            APPROX. 2.1 KM 0055446.5 |
 QH0473| QH0481 TS A IBC                            APPROX. 0.6 KM 0121326.9 |
 QH0473|---------------------------------------------------------------------|
 QH0473
 QH0473                          SUPERSEDED SURVEY CONTROL
 QH0473
 QH0473  NAD 83(1992)-  45 32 31.10374(N)    070 41 26.99097(W) AD(       ) 2
 QH0473  NAD 83(1992)-  45 32 31.11144(N)    070 41 26.98119(W) AD(       ) 2
 QH0473  NAD 83(1986)-  45 32 31.10726(N)    070 41 26.99043(W) AD(       ) 2
 QH0473  NAD 27      -  45 32 30.94700(N)    070 41 28.72000(W) AD(       ) 2
 QH0473
 QH0473.Superseded values are not recommended for survey control.
 QH0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0473.See file dsdata.txt to determine how the superseded data were derived.
 QH0473
 QH0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL6799944550(NAD 83)
 QH0473_MARKER: DD = SURVEY DISK
 QH0473_SETTING: 66 = SET IN ROCK OUTCROP
 QH0473_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 QH0473_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QH0473+STABILITY: POSITION/ELEVATION WELL
 QH0473
 QH0473  HISTORY     - Date     Condition        Report By
 QH0473  HISTORY     - 1915     MONUMENTED       IBC
 QH0473  HISTORY     - 1941     GOOD             IBC
 QH0473
 QH0473                          STATION DESCRIPTION
 QH0473
 QH0473'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1915 (JH)
 QH0473'IN TOWNSHIP 8, RANGE 2, ON TOP OF A ROCKY HILL ABOUT ONE - THIRD MILE
 QH0473'SOUTH OF BOUNDARY SIDING, QUEBEC, RAILWAY STATION, AND ABOUT 300 FEET
 QH0473'EAST OF THE INTERNATIONAL BOUNDARY.  THE STATION IS ON THE HIGHEST
 QH0473'POINT OF THE HILL.
 QH0473'
 QH0473'STATION MARK--A BRONZE DISK CEMENTED IN A DRILL HOLE IN ROCK.
 QH0473
 QH0473                          STATION RECOVERY (1941)
 QH0473
 QH0473'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941 (FHB)
 QH0473'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0705 ***********************************************************************
 RE0705  DESIGNATION -  BOUNDARY MON 10 B CD US RESET
 RE0705  PID         -  RE0705
 RE0705  STATE/COUNTY-  ME/AROOSTOOK
 RE0705  USGS QUAD   -  HOULTON SOUTH (1984)
 RE0705
 RE0705                         *CURRENT SURVEY CONTROL
 RE0705  ___________________________________________________________________
 RE0705* NAD 83(1996)-  46 03 04.41892(N)    067 46 51.68095(W)     ADJUSTED  
 RE0705* NAVD 88     -       207.9    (meters)     682.     (feet)  VERTCON   
 RE0705  ___________________________________________________________________
 RE0705  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 RE0705  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 RE0705
 RE0705  HORZ ORDER  -  SECOND
 RE0705
 RE0705.The horizontal coordinates were established by classical geodetic methods
 RE0705.and adjusted by the National Geodetic Survey in March 1998..
 RE0705
 RE0705.The NAVD 88 height was computed by applying the VERTCON shift value to
 RE0705.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RE0705
 RE0705.The Laplace correction was computed from DEFLEC99 derived deflections.
 RE0705
 RE0705.The geoid height was determined by GEOID03.
 RE0705
 RE0705;                    North         East     Units Scale Factor Converg.
 RE0705;SPC ME E     -   265,218.747   355,637.334   MT  0.99993804   +0 31 03.5
 RE0705;UTM  19      - 5,100,461.512   594,300.854   MT  0.99970932   +0 52 39.6
 RE0705
 RE0705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RE0705!SPC ME E     -   0.99997109  x   0.99993804  =   0.99990913
 RE0705!UTM  19      -   0.99997109  x   0.99970932  =   0.99968042
 RE0705
 RE0705|---------------------------------------------------------------------|
 RE0705| PID    Reference Object                     Distance      Geod. Az  |
 RE0705|                                                           dddmmss.s |
 RE0705| DA5518 BOUNDARY MON 10 B RM 2               11.458 METERS 11936     |
 RE0705| DA5517 BOUNDARY MON 10 B RM 1               12.700 METERS 35348     |
 RE0705| RE0707 AIRPORT BCN HOULTON INTL APT        APPROX. 6.8 KM 3594238.5 |
 RE0705| DA5516 BOUNDARY MON 10 B AZ MK                            3594732.2 |
 RE0705|---------------------------------------------------------------------|
 RE0705
 RE0705                          SUPERSEDED SURVEY CONTROL
 RE0705
 RE0705  NAD 83(1992)-  46 03 04.41685(N)    067 46 51.68110(W) AD(       ) 2
 RE0705  NAD 83(1986)-  46 03 04.42252(N)    067 46 51.70541(W) AD(       ) 2
 RE0705  NAD 27      -  46 03 04.22000(N)    067 46 53.64000(W) AD(       ) 2
 RE0705  NGVD 29 (07/19/86)  208.1    (m)          683.     (f) VERT ANG       
 RE0705
 RE0705.Superseded values are not recommended for survey control.
 RE0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0705.See file dsdata.txt to determine how the superseded data were derived.
 RE0705
 RE0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM9430100462(NAD 83)
 RE0705_MARKER: V = STONE MONUMENT
 RE0705_SETTING: 0 = UNSPECIFIED SETTING
 RE0705_MAGNETIC: N = NO MAGNETIC MATERIAL
 RE0705_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RE0705
 RE0705  HISTORY     - Date     Condition        Report By
 RE0705  HISTORY     - 1908     MONUMENTED       IBC
 RE0705  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RE0705  HISTORY     - 1981     GOOD             MEDT
 RE0705  HISTORY     - 19810506 SEE DESCRIPTION  NGS
 RE0705
 RE0705                          STATION DESCRIPTION
 RE0705
 RE0705'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (GCR)
 RE0705'THIS MONUMENT IS A GRANITE OR CONCRETE SPIKE, ABOUT 10 INCHES SQUARE,
 RE0705'SET IN AN APPROXIMATELY 3 FEET SQUARE CONCRETE BASE, WHOSE TOP SLOPES
 RE0705'DOWN FROM THE INTERSECTION WITH THE SPIKE.  THE NUMBER IS STAMPED IN
 RE0705'THE TOP OF THE BASE.
 RE0705
 RE0705                          STATION RECOVERY (1959)
 RE0705
 RE0705'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (HRL)
 RE0705'STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 RE0705'CONDITION.  AZIMUTH MARK AND REFERENCE MARKS NO. 1 AND 2 WERE
 RE0705'ESTABLISHED.  A COMPLETE NEW DESCRIPTION FOLLOWS--STATION IS
 RE0705'LOCATED 6.0 MILES SOUTHEAST OF HOULTON AND 7.0 MILES EAST SOUTHEAST
 RE0705'OF NICKERSON LAKE.  IT IS 14 FEET EAST OF CENTER OF TRACK
 RE0705'ROAD, 13-1/2 FEET WEST OF CENTER OF A GRAVELED ROAD AND 48 FEET
 RE0705'NORTHWEST OF POWERLINE POLE NO. 101.  STATION IS MARKED BY A
 RE0705'SMALL HOLE IN APEX OF AN 8X8 INCH MARBLE STONE 16 INCHES
 RE0705'HIGH SET IN A 3X3 FOOT CONCRETE BASE.
 RE0705'
 RE0705'TO REACH FROM POST OFFICE IN HOULTON, GO EASTERLY ON MILITARY
 RE0705'STREET FOR 1.45 MILE TO FORK, TAKE RIGHT FORK AND GO 0.2 MILE TO
 RE0705'A CROSSROAD.  TURN RIGHT AND GO SOUTH FOR 1.3 MILE TO A
 RE0705'RAIL-ROAD CROSSING, CONTINUE SOUTHERLY FOR 3.5 MILES TO A
 RE0705'CROSSROAD.  TURN LEFT AND GO EASTERLY FOR 1.35 MILE.  THEN RIGHT
 RE0705'(SOUTH) FOR 0.3 MILE TO U.S. CUSTOMS ON THE RIGHT, CONTINUE
 RE0705'SOUTH FOR 0.2 MILE TO CANADIAN CUSTOMS ON THE LEFT.  CONTINUE
 RE0705'SOUTH FOR 0.05 MILE TO AZIMUTH MARK ON LEFT, (NEAR MON NO 10 C)
 RE0705'CONTINUE SOUTH FOR 0.2 MILE TO STATION ON LEFT AS DESCRIBED.
 RE0705'
 RE0705'REFERENCE MARK NO. 1, A STANDARD DISK SET IN A 12X12 INCH
 RE0705'CONCRETE MONUMENT AND STAMPED MON NO 10 B 1916.  IT IS 9 FEET
 RE0705'EAST OF THE CENTER OF TRACK ROAD AND 17 FEET WEST OF THE CENTER
 RE0705'OF GRAVELED ROAD.  THE MARK PROJECTS ABOUT 2 INCHES.  NOTE 11A.
 RE0705'
 RE0705'REFERENCE MARK NO. 2, A STANDARD DISK SET IN A 12X12 INCH
 RE0705'CONCRETE MONUMENT AND STAMPED MON NO 10 B 1916.  IT IS 19-1/2
 RE0705'FEET EAST OF CENTER OF GRAVELED ROAD, 13-1/2 FEET WEST OF
 RE0705'POWERLINE POLE NO. 101 AND 4 FEET EAST OF CUT EMBANKMENT.  THE
 RE0705'MARK PROJECTS ABOUT 3 INCHES.  NOTE 11A.
 RE0705'
 RE0705'AZIMUTH MARK, A STANDARD DISK SET IN A 12X12 INCH CONCRETE
 RE0705'MONUMENT AND STAMPED MON NO 10 B 1916.  IT IS 2-1/2 FEET SOUTH
 RE0705'OF MON NO 10 C, 8 FEET EAST OF CENTER OF TRACK ROAD, 26 FEET
 RE0705'WEST OF CENTER OF GRAVEL ROAD AND 52 FEET SOUTHWEST OF
 RE0705'POWERLINE POLE NO. 96 97.  THE MARK PROJECTS ABOUT 2 INCHES.
 RE0705'NOTE 16A.
 RE0705'
 RE0705'1959 OBSERVATIONS TAKEN FROM A 12 FOOT WOODEN STAND.
 RE0705
 RE0705                          STATION RECOVERY (1981)
 RE0705
 RE0705'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1981 (BJR)
 RE0705'MONUMENT 10 B - 1959 RECOVERED GOOD.
 RE0705'
 RE0705'RM NO. 1 1959 DESTROYED.
 RE0705'
 RE0705'RM NO. 2 1959 SEARCHED FOR, NOT FOUND (DITCHING AREA).
 RE0705'
 RE0705'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6 MI. SOUTHEAST
 RE0705'OF HOULTON.
 RE0705
 RE0705                          STATION RECOVERY (1981)
 RE0705
 RE0705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 RE0705'THE STATION MARK WAS RECOVERED WITH THE TOP OF THE MONUMENT SLIGHTLY
 RE0705'CHIPPED.  THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION. REFERENCE
 RE0705'MARK 1 WAS FOUND TILTED OVER.  THE MARK WAS STRAIGHTENED UP AND USED
 RE0705'AS REFERENCE MARK 3.  THE MONUMENT IS STILL TILTED SLIGHTLY TO THE
 RE0705'EAST.  REFERENCE MARK 2 WAS DESTROYED WHEN THE ROAD WAS BLADED DOWN.
 RE0705'REFERENCE MARK 4 WAS ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION
 RE0705'FOLLOWS.
 RE0705' 
 RE0705'THE STATION IS LOCATED ABOUT 9.7 KM (6.00 MI) SOUTHEAST OF HOULTON,
 RE0705'5.6 KM (3.45 MI) EAST OF US HIGHWAY 1 AND IS ON THE BOUNDARY OF THE
 RE0705'UNITED STATES AND CANADA.  TO REACH THE STATION FROM THE POST OFFICE
 RE0705'IN HOULTON, GO SOUTH ON US HIGHWAY 1 FOR 7.3 KM (4.55 MI) TO A SIDE
 RE0705'ROAD LEFT, JUST AFTER PASSING A ROAD RIGHT.  TURN LEFT AND GO EAST ON
 RE0705'A PAVED ROAD FOR 3.4 KM (2.10 MI) TO A CROSSROAD.  CONTINUE EAST ON A
 RE0705'PAVED ROAD, TURNING TO GRAVEL, FOR 1.9 KM (1.20 MI) TO WHERE THE ROAD
 RE0705'TURNS SOUTH.  GO SOUTH ON THE GRAVEL ROAD FOR 0.5 KM (0.30 MI) TO THE
 RE0705'OLD CUSTOMS HOUSE ON THE RIGHT. CONTINUE SOUTH ON THE GRAVEL ROAD FOR
 RE0705'0.3 KM (0.20 MI) TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH ON
 RE0705'THE GRAVEL ROAD FOR 0.3 KM (0.20 MI) TO THE STATION ON THE LEFT.
 RE0705' 
 RE0705'THE STATION IS THE TOP CENTER OF THE APEX OF A 10 INCH BY 10 INCH
 RE0705'MARBLE STONE 16 INCHES HIGH SET IN A 3 FT (0.9 M) BY 3 FT (0.9 M)
 RE0705'CONCRETE BASE.  IT IS LOCATED 57.0 FT (17.4 M) SE FROM A 12-INCH TREE,
 RE0705'49.0 FT (14.9 M) WNW FROM A POWERLINE POLE NUMBER 119, 20.0 FT (6.1 M)
 RE0705'W FROM THE CENTER OF THE GRAVEL ROAD ON THE CANADIAN SIDE, AND 13.0 FT
 RE0705'(4.0 M) E FROM THE CENTER OF THE GRAVEL ROAD ON THE US SIDE.
 RE0705'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--MON 10 B 1908 NO 3
 RE0705'1981--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES OR 30
 RE0705'CM ON SIDE PROJECTING 4 INCHES OR 10 CM ABOVE THE GROUND LOCATED 29.0
 RE0705'FT (8.8 M) E FROM THE 12-INCH TREE, 21.0 FT (6.4 M) W FROM THE CENTER
 RE0705'OF THE GRAVEL ROAD ON THE CANADIAN SIDE, 8.0 FT (2.4 M) E FROM THE
 RE0705'CENTER OF THE GRAVEL ROAD ON THE US SIDE, 1.5 FT (0.5 M) W FROM A
 RE0705'METAL WITNESS POST AND WIRE FENCE AND 2.0 FT (0.6 M) LOWER THAN THE
 RE0705'STATION. REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED--MON 10 B
 RE0705'1908 NO 4 1981--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12
 RE0705'INCHES OR 30 CM ON SIDE FLUSH WITH GROUND LOCATED 27.0 FT (8.2 M) E
 RE0705'FROM THE CENTER OF THE GRAVEL ROAD ON THE CANADIAN SIDE, 7.0 FT (2.1
 RE0705'M) N FROM THE POWERLINE POLE NUMBER 119, AND 2.0 FT (0.6 M) HIGHER
 RE0705'THAN THE STATION.  AZIMUTH MARK NO 1 IS A STANDARD NGS DISK
 RE0705'STAMPED--MON 10 B 1916--, SET INTO THE TOP OF A SQUARE CONCRETE
 RE0705'MONUMENT 12 INCHES OR 30 CM ON SIDE PROJECTING 2 INCHES OR 5 CM ABOVE
 RE0705'THE GROUND LOCATED 52.0 FT (15.8 M) SW FROM POWERLINE POLE NUMBER
 RE0705'R342, 26.0 FT (7.9 M) W FROM THE CENTER OF THE GRAVEL ROAD ON THE
 RE0705'CANADIAN SIDE, 8.0 FT (2.4 M) E FROM THE CENTER OF THE GRAVEL ROAD ON
 RE0705'THE US SIDE, AND 2.5 FT (0.8 M) S FROM MONUMENT 10 C.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0732 ***********************************************************************
 RE0732  DESIGNATION -  BOUNDARY MON 103 CD US RESET
 RE0732  PID         -  RE0732
 RE0732  STATE/COUNTY-  ME/AROOSTOOK
 RE0732  USGS QUAD   -  LIMESTONE (1978)
 RE0732
 RE0732                         *CURRENT SURVEY CONTROL
 RE0732  ___________________________________________________________________
 RE0732* NAD 83(1996)-  46 58 49.48832(N)    067 47 22.98472(W)     ADJUSTED  
 RE0732* NAVD 88     -       263.5    (meters)     864.     (feet)  VERTCON   
 RE0732  ___________________________________________________________________
 RE0732  LAPLACE CORR-           5.87  (seconds)                    DEFLEC99
 RE0732  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 RE0732
 RE0732  HORZ ORDER  -  FIRST
 RE0732
 RE0732.The horizontal coordinates were established by classical geodetic methods
 RE0732.and adjusted by the National Geodetic Survey in March 1998..
 RE0732
 RE0732.The NAVD 88 height was computed by applying the VERTCON shift value to
 RE0732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RE0732
 RE0732.The Laplace correction was computed from DEFLEC99 derived deflections.
 RE0732
 RE0732.The geoid height was determined by GEOID03.
 RE0732
 RE0732;                    North         East     Units Scale Factor Converg.
 RE0732;SPC ME E     -   368,491.570   354,035.449   MT  0.99993587   +0 31 09.5
 RE0732;UTM  19      - 5,203,698.344   592,045.544   MT  0.99970413   +0 53 05.7
 RE0732
 RE0732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RE0732!SPC ME E     -   0.99996228  x   0.99993587  =   0.99989815
 RE0732!UTM  19      -   0.99996228  x   0.99970413  =   0.99966642
 RE0732
 RE0732|---------------------------------------------------------------------|
 RE0732| PID    Reference Object                     Distance      Geod. Az  |
 RE0732|                                                           dddmmss.s |
 RE0732| DA4739 BOUNDARY MON 103 RM 3                13.468 METERS 16618     |
 RE0732| RE0742 LORING AFB WATER TANK BEACON        APPROX. 9.2 KM 2401720.7 |
 RE0732| RE0740 LORING AFB HOSPITAL WATER TANK      APPROX.10.7 KM 2421038.5 |
 RE0732| RE0743 LORING AFB CONTROL TOWER            APPROX. 8.7 KM 2423857.0 |
 RE0732| RE0733 CASWELL AF STA E RADOME OF 4        APPROX. 3.6 KM 2504353.1 |
 RE0732| DA4738 BOUNDARY MON 103 RM 2                22.824 METERS 25322     |
 RE0732| SE0057 CASWELL                             APPROX. 6.2 KM 3363203.7 |
 RE0732| DA4737 BOUNDARY MON 103 RM 1                25.030 METERS 35857     |
 RE0732|---------------------------------------------------------------------|
 RE0732
 RE0732                          SUPERSEDED SURVEY CONTROL
 RE0732
 RE0732  NAD 83(1992)-  46 58 49.48665(N)    067 47 22.98187(W) AD(       ) 1
 RE0732  NAD 83(1986)-  46 58 49.48365(N)    067 47 22.98047(W) AD(       ) 1
 RE0732  NAD 27      -  46 58 49.32500(N)    067 47 24.92950(W) AD(       ) 1
 RE0732  NGVD 29 (07/19/86)  263.7    (m)          865.     (f) VERT ANG       
 RE0732
 RE0732.Superseded values are not recommended for survey control.
 RE0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0732.See file dsdata.txt to determine how the superseded data were derived.
 RE0732
 RE0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN9204603698(NAD 83)
 RE0732_MARKER: Z = SEE DESCRIPTION
 RE0732_SETTING: 0 = UNSPECIFIED SETTING
 RE0732
 RE0732  HISTORY     - Date     Condition        Report By
 RE0732  HISTORY     - 1909     MONUMENTED       IBC
 RE0732  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RE0732
 RE0732                          STATION DESCRIPTION
 RE0732
 RE0732'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JBB)
 RE0732'THE MONUMENT IS A CAST - IRON, PYRAMIDAL - SHAPED POST THAT PROJECTS
 RE0732'3 FEET ABOVE A 3 - FOOT SQUARE, CONCRETE BASE.  THE CONCRETE BASE
 RE0732'PROJECTS 1 FOOT.  THE FOLLOWING INSCRIPTIONS ARE CAST IN RAISED
 RE0732'LETTERS ON THE SIDES OF THE POST--ON THE US SIDE---ALBERT SMITH U.S.
 RE0732'COMSSR.---, ON THE CANADIAN SIDE---LT. COL. I.B.B. ESTCOURT H.B.M.
 RE0732'COMSSR---AND ON THE OTHER SIDES---TREATY OF
 RE0732'WASHINGTON---AND---BOUNDARY AUGST 9TH 1842---.  THE FOLLOWING
 RE0732'INSCRIPTIONS ARE CAST IN THE CONCRETE BASE--ON THE US SIDE---U.S.---,
 RE0732'ON THE CANADIAN SIDE---CANADA---AND ON THE OTHER SIDES---RENEWED 1909
 RE0732'NO 103---AND---TREATY 1842---.  IN 1909 THIS MONUMENT WAS SET 44
 RE0732'FEET SOUTH OF SITE OF THE 1843 MONUMENT.
 RE0732
 RE0732                          STATION RECOVERY (1960)
 RE0732
 RE0732'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HRL)
 RE0732'STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF LIMESTONE ON THE
 RE0732'UNITED STATES AND CANADA BOUNDARY.  STATION IS LOCATED IN THE
 RE0732'CENTER OF A CLEARED LINE WHICH IS 30 FEET WIDE.  THE MARK IS A
 RE0732'TAPERED IRON POST WHICH PROJECTS 3 FEET FROM A 3 X 3 FOOT
 RE0732'CONCRETE BASE WHICH PROJECTS ABOUT 1 FOOT.
 RE0732'
 RE0732'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 165 AND 229
 RE0732'AT THE EAST EDGE OF LIMESTONE GO NORTH ON STATE HIGHWAY 165 FOR
 RE0732'4.6 MILES TO A CROSSROAD JUST BEFORE REACHING SCHOOLHOUSE ON
 RE0732'LEFT.  TURN RIGHT AND GO 0.7 MILE TO A T INTERSECTION.  TURN
 RE0732'LEFT AND GO NORTH FOR 0.25 MILE TO A FIELD ROAD ON THE RIGHT.
 RE0732'TURN RIGHT AND GO EAST FOR 1.0 MILE TO THE BOUNDARY LINE.  TURN
 RE0732'LEFT ALONG LINE FOR 0.15 MILE TO STATION.
 RE0732'
 RE0732'REFERENCE MARK NO. 1 IS A STANDARD DISK SET FLUSH IN A 12 X 12
 RE0732'INCH CONCRETE MONUMENT WHICH PROJECTS ABOUT 3 INCHES AND THE
 RE0732'DISK IS STAMPED MON NO 103 NO 1 1960.
 RE0732'
 RE0732'REFERENCE MARK NO. 2 IS A STANDARD DISK SET FLUSH IN A 12 X 12
 RE0732'INCH CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND AND THE
 RE0732'DISK IS STAMPED MON NO 103 NO 2 1960.
 RE0732'
 RE0732'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SE0059 ***********************************************************************
 SE0059  DESIGNATION -  BOUNDARY MON 111A CD US
 SE0059  PID         -  SE0059
 SE0059  STATE/COUNTY-  ME/AROOSTOOK
 SE0059  USGS QUAD   -  HAMLIN (1986)
 SE0059
 SE0059                         *CURRENT SURVEY CONTROL
 SE0059  ___________________________________________________________________
 SE0059* NAD 83(1996)-  47 02 41.38815(N)    067 47 24.14749(W)     ADJUSTED  
 SE0059* NAVD 88     -       242.3    (meters)     795.     (feet)  VERTCON   
 SE0059  ___________________________________________________________________
 SE0059  LAPLACE CORR-           5.55  (seconds)                    DEFLEC99
 SE0059  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 SE0059
 SE0059  HORZ ORDER  -  SECOND
 SE0059
 SE0059.The horizontal coordinates were established by classical geodetic methods
 SE0059.and adjusted by the National Geodetic Survey in March 1998..
 SE0059
 SE0059.The NAVD 88 height was computed by applying the VERTCON shift value to
 SE0059.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SE0059
 SE0059.The Laplace correction was computed from DEFLEC99 derived deflections.
 SE0059
 SE0059.The geoid height was determined by GEOID03.
 SE0059
 SE0059;                    North         East     Units Scale Factor Converg.
 SE0059;SPC ME E     -   375,651.859   353,945.970   MT  0.99993576   +0 31 10.6
 SE0059;UTM  19      - 5,210,856.256   591,910.384   MT  0.99970382   +0 53 08.2
 SE0059
 SE0059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SE0059!SPC ME E     -   0.99996559  x   0.99993576  =   0.99990136
 SE0059!UTM  19      -   0.99996559  x   0.99970382  =   0.99966942
 SE0059
 SE0059|---------------------------------------------------------------------|
 SE0059| PID    Reference Object                     Distance      Geod. Az  |
 SE0059|                                                           dddmmss.s |
 SE0059| DA4740 BOUNDARY MON 111A RM 1               10.217 METERS 00012     |
 SE0059| DA4741 BOUNDARY MON 111A RM 2               14.875 METERS 16319     |
 SE0059| RE0732 BOUNDARY MON 103 CD US RESET        APPROX. 7.2 KM 1794812.2 |
 SE0059|---------------------------------------------------------------------|
 SE0059
 SE0059                          SUPERSEDED SURVEY CONTROL
 SE0059
 SE0059  NAD 83(1992)-  47 02 41.38616(N)    067 47 24.14508(W) AD(       ) 2
 SE0059  NAD 83(1986)-  47 02 41.38338(N)    067 47 24.14170(W) AD(       ) 2
 SE0059  NAD 27      -  47 02 41.22547(N)    067 47 26.08632(W) AD(       ) 2
 SE0059  NGVD 29 (07/19/86)  242.5    (m)          796.     (f) VERT ANG       
 SE0059
 SE0059.Superseded values are not recommended for survey control.
 SE0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SE0059.See file dsdata.txt to determine how the superseded data were derived.
 SE0059
 SE0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN9191010856(NAD 83)
 SE0059_MARKER: Z = SEE DESCRIPTION
 SE0059_SETTING: 0 = UNSPECIFIED SETTING
 SE0059
 SE0059  HISTORY     - Date     Condition        Report By
 SE0059  HISTORY     - 1909     MONUMENTED       IBC
 SE0059
 SE0059                          STATION DESCRIPTION
 SE0059
 SE0059'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (GCR)
 SE0059'THE MONUMENT IS A 10 - INCH SQUARE, PYRAMIDAL - SHAPED, CONCRETE POST
 SE0059'SET IN A 3 - FOOT SQUARE, CONCRETE BASE.  THE POST PROJECTS ABOUT 18
 SE0059'INCHES ABOVE THE BASE AND OVERALL THE MONUMENT PROJECTS ABOUT 3 FEET.
 SE0059'THE LEGENDS---NO 111A---,---CANADA---,---TREATY 1842---AND---U.S.---
 SE0059'ARE CAST IN THE BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0012 ***********************************************************************
 RE0012  DESIGNATION -  BOUNDARY MON 16 CD US
 RE0012  PID         -  RE0012
 RE0012  STATE/COUNTY-  ME/AROOSTOOK
 RE0012  USGS QUAD   -  HOULTON SOUTH (1984)
 RE0012
 RE0012                         *CURRENT SURVEY CONTROL
 RE0012  ___________________________________________________________________
 RE0012* NAD 83(1996)-  46 06 45.33472(N)    067 46 52.49429(W)     ADJUSTED  
 RE0012* NAVD 88     -       246.535  (meters)     808.84   (feet)  ADJUSTED  
 RE0012  ___________________________________________________________________
 RE0012  LAPLACE CORR-           3.62  (seconds)                    DEFLEC99
 RE0012  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 RE0012  DYNAMIC HT  -         246.548 (meters)     808.88  (feet)  COMP
 RE0012  MODELED GRAV-     980,660.9   (mgal)                       NAVD 88
 RE0012
 RE0012  HORZ ORDER  -  SECOND
 RE0012  VERT ORDER  -  SECOND    CLASS 0
 RE0012
 RE0012.The horizontal coordinates were established by classical geodetic methods
 RE0012.and adjusted by the National Geodetic Survey in March 1998..
 RE0012
 RE0012.The orthometric height was determined by differential leveling
 RE0012.and adjusted by the National Geodetic Survey in June 1991..
 RE0012
 RE0012.The Laplace correction was computed from DEFLEC99 derived deflections.
 RE0012
 RE0012.The geoid height was determined by GEOID03.
 RE0012
 RE0012.The dynamic height is computed by dividing the NAVD 88
 RE0012.geopotential number by the normal gravity value computed on the
 RE0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0012.degrees latitude (g = 980.6199 gals.).
 RE0012
 RE0012.The modeled gravity was interpolated from observed gravity values.
 RE0012
 RE0012;                    North         East     Units Scale Factor Converg.
 RE0012;SPC ME E     -   272,038.842   355,558.218   MT  0.99993793   +0 31 04.9
 RE0012;UTM  19      - 5,107,279.414   594,178.890   MT  0.99970903   +0 52 42.3
 RE0012
 RE0012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RE0012!SPC ME E     -   0.99996503  x   0.99993793  =   0.99990296
 RE0012!UTM  19      -   0.99996503  x   0.99970903  =   0.99967407
 RE0012
 RE0012:                Primary Azimuth Mark                     Grid Az
 RE0012:SPC ME E     -  BOUNDARY MON 10 B CD US RESET            179 20 06.4
 RE0012:UTM  19      -  BOUNDARY MON 10 B CD US RESET            178 58 29.0
 RE0012
 RE0012|---------------------------------------------------------------------|
 RE0012| PID    Reference Object                     Distance      Geod. Az  |
 RE0012|                                                           dddmmss.s |
 RE0012| RE0705 BOUNDARY MON 10 B CD US RESET       APPROX. 6.8 KM 1795111.3 |
 RE0012| DA5519 BOUNDARY MON 16 RM 1                 25.290 METERS 19056     |
 RE0012| RE0704 HOULTON RCAG RADIO TOWER            APPROX. 9.9 KM 2130252.3 |
 RE0012| RE0706 HOULTON BORDER PATROL RAD MAST       61.817 METERS 24418     |
 RE0012| RE0703 HOULTON TV INC MAST                 APPROX. 3.5 KM 2815148.2 |
 RE0012| RE0694 HOULTON GARRISON HILL FLAGPOLE      APPROX. 3.2 KM 3051228.7 |
 RE0012| RE0696 HOULTON RADIO STA WHOU MAST         APPROX. 5.9 KM 3075846.1 |
 RE0012| RE0697 HOULTON MAINE ST POLICE MAST        APPROX. 7.2 KM 3201700.2 |
 RE0012| RE0707 AIRPORT BCN HOULTON INTL APT         31.214 METERS 32646     |
 RE0012| DA5520 BOUNDARY MON 16 RM 2                 22.770 METERS 34834     |
 RE0012|---------------------------------------------------------------------|
 RE0012
 RE0012                          SUPERSEDED SURVEY CONTROL
 RE0012
 RE0012  NAD 83(1992)-  46 06 45.33254(N)    067 46 52.49516(W) AD(       ) 2
 RE0012  NAD 83(1986)-  46 06 45.33693(N)    067 46 52.52037(W) AD(       ) 2
 RE0012  NAD 27      -  46 06 45.14000(N)    067 46 54.46000(W) AD(       ) 2
 RE0012  NGVD 29 (??/??/92)  246.724  (m)          809.46   (f) ADJ UNCH    2 0
 RE0012
 RE0012.Superseded values are not recommended for survey control.
 RE0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0012.See file dsdata.txt to determine how the superseded data were derived.
 RE0012
 RE0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM9417907279(NAD 83)
 RE0012_MARKER: X = CHISELED CROSS
 RE0012_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RE0012_SP_SET: IRON POST
 RE0012_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RE0012
 RE0012  HISTORY     - Date     Condition        Report By
 RE0012  HISTORY     - 1843     MONUMENTED       IBC
 RE0012  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RE0012  HISTORY     - 1959     GOOD             NGS
 RE0012  HISTORY     - 1981     GOOD             MEDT
 RE0012
 RE0012                          STATION DESCRIPTION
 RE0012
 RE0012'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1843
 RE0012'AN APPROXIMATELY 6 FEET LONG OBELISK SHAPED CAST - IRON POST, SET SO
 RE0012'THAT ABOUT 3 FEET OF IT PROJECTED FROM GROUND SURFACE, WAS USED AS THE
 RE0012'MONUMENT.  IT WAS SET TO MARK THE POINT OF A DEFLECTION ANGLE BETWEEN
 RE0012'2 STRAIGHT LINE COURSES OF THE BOUNDARYS CENTER LINE.  THE NAMES OF
 RE0012'THE COMMISSIONERS, THE DATE OF THE TREATY, THE NAME OF THE TREATY,
 RE0012'AND BOUNDARY WERE CAST ON THE SIDES OF THE POST.  NO OTHER DESCRIPTION
 RE0012'WAS WRITTEN.
 RE0012
 RE0012                          STATION RECOVERY (1959)
 RE0012
 RE0012'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (HRL)
 RE0012'STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 RE0012'CONDITION.  REFERENCE MARKS NO. 1 AND 2 WERE ESTABLISHED.  A
 RE0012'COMPLETE NEW DESCRIPTION FOLLOWS--
 RE0012'
 RE0012'STATION IS LOCATED ON HOVEY HILL AT THE EXTREME SOUTHEAST CORNER
 RE0012'ON THE HOULTON INTERNATIONAL AIRPORT WHICH IS ABOUT 3 MILES
 RE0012'EAST-SOUTHEAST OF HOULTON.  STATION IS A SMALL CROSS FILED IN THE
 RE0012'TOP OF AN IRON MONUMENT WHICH IS ABOUT 6 INCHES SQUARE AT THE
 RE0012'BOTTOM AND TAPERS TO 4 INCH SQUARE WHICH IS BEVELED TO A NEAR
 RE0012'POINT AT TOP.  THE MONUMENT IS SET IN A 3X3 FEET CONCRETE BASE
 RE0012'AND IS ABOUT 4 FEET HIGH.
 RE0012'
 RE0012'TO REACH FROM THE POST OFFICE IN HOULTON, GO EAST ON U.S. HIGHWAY
 RE0012'NO. 2 FOR 3.0 MILES TO SIDE ROAD RIGHT AT ENTRANCE TO HOULTON
 RE0012'INTERNATIONAL AIRPORT.  TURN RIGHT AND GO SOUTHERLY ON SURFACED
 RE0012'ROAD FOR 0.3 MILE TO FORKS.  CONTINUE STRAIGHT AHEAD ON LEFT FORK
 RE0012'FOR 0.35 MILE TO CROSS ROADS AT HOULTON INTERNATIONAL AIRPORT
 RE0012'FIRE STATION ON LEFT.  CONTINUE STRAIGHT AHEAD ON SURFACED ROAD
 RE0012'PASSING LUMBER YARD FOR 0.3 MILE TO SIDE ROAD LEFT.  TURN LEFT
 RE0012'AND GO SOUTHEASTERLY ON GRAVEL ROAD FOR 0.15 MILE TO SIDE ROAD
 RE0012'LEFT.  TURN LEFT AND GO EASTERLY ON GRAVEL ROAD FOR 0.5 MILE
 RE0012'TO HOULTON INTERNATIONAL AIRPORT BEACON AND STATION AT TOP OF
 RE0012'HILL.
 RE0012'
 RE0012'REFERENCE MARK NO. 1, A STANDARD DISK SET IN A 12X12 INCH
 RE0012'CONCRETE MONUMENT AND STAMPED MON NO 16 NO 1 1916, IS SET AT THE
 RE0012'WEST EDGE OF A CLEARED LINE AND 18 FEET WEST OF THE APPROXIMATE
 RE0012'CENTERLINE OF A CLEARED LINE.  THE MARK PROJECTS 3 INCHES.  NOTE--
 RE0012'11A.
 RE0012'
 RE0012'REFERENCE MARK NO. 2, A STANDARD DISK SET IN A 12X12 INCH
 RE0012'CONCRETE MONUMENT AND STAMPED MON NO 16 NO 2 1916 IS 35 FEET EAST
 RE0012'OF THE SOUTHEAST LEG OF THE HOULTON INTERNATIONAL AIRPORT
 RE0012'BEACON.  THE MARK PROJECTS 4 INCHES.  NOTE--11A.
 RE0012
 RE0012                          STATION RECOVERY (1959)
 RE0012
 RE0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 RE0012'0.9 MI SE FROM HOULTON.
 RE0012'ABOUT 0.4 MILE SOUTHWEST ALONG AN ASPHALT ROAD FROM THE FIRE
 RE0012'STATION AT THE HOULTON INTERNATIONAL AIRPORT, THENCE 0.5 MILE
 RE0012'EASTERLY UPHILL ALONG A GRAVELED ROAD TO TOP OF HILL AND UNITED
 RE0012'STATES-CANADIAN BORDER, ON A HILL LOCALLY KNOWN AS HOVEY HILL,
 RE0012'AT THE EXTREME SOUTHEAST CORNER OF THE HOULTON AIRPORT, NEAR
 RE0012'THE AIRPORT BEACON, ABOUT IN THE CENTER OF A CLEARED RIGHT-OF-WAY,
 RE0012'SET IN THE TOP OF AN IRON POST PROJECTING 4 FEET ABOVE THE GROUND
 RE0012'AND SET IN A 3-BY-3 FOOT CONCRETE BASE.
 RE0012
 RE0012                          STATION RECOVERY (1981)
 RE0012
 RE0012'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1981 (BJR)
 RE0012'MONUMENT 16 RECOVERED GOOD.
 RE0012'
 RE0012'REFERENCE MARKS 1 AND 2 NOT SEARCHED FOR.
 RE0012'
 RE0012'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MI.
 RE0012'EAST-SOUTHEAST OF HOULTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF1062 ***********************************************************************
 SF1062  DESIGNATION -  BOUNDARY MON 189=FRONTIER
 SF1062  PID         -  SF1062
 SF1062  STATE/COUNTY-  ME/AROOSTOOK
 SF1062  USGS QUAD   -  SAINT ELEUTHERE (1987)
 SF1062
 SF1062                         *CURRENT SURVEY CONTROL
 SF1062  ___________________________________________________________________
 SF1062* NAD 83(1996)-  47 22 40.11535(N)    069 18 31.36489(W)     ADJUSTED  
 SF1062* NAVD 88     -       581.98   (+/-2cm)    1909.4    (feet)  VERTCON   
 SF1062  ___________________________________________________________________
 SF1062  LAPLACE CORR-           4.54  (seconds)                    DEFLEC99
 SF1062  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 SF1062
 SF1062  HORZ ORDER  -  FIRST
 SF1062  VERT ORDER  -  THIRD ? (See Below)
 SF1062
 SF1062.The horizontal coordinates were established by classical geodetic methods
 SF1062.and adjusted by the National Geodetic Survey in March 1998..
 SF1062
 SF1062.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF1062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF1062.The vertical order pertains to the NGVD 29 superseded value.
 SF1062
 SF1062.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF1062
 SF1062.The geoid height was determined by GEOID03.
 SF1062
 SF1062;                    North         East     Units Scale Factor Converg.
 SF1062;SPC ME E     -   412,739.679   238,933.757   MT  0.99994581   -0 35 42.3
 SF1062;UTM  19      - 5,247,196.333   476,695.922   MT  0.99960667   -0 13 37.8
 SF1062
 SF1062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF1062!SPC ME E     -   0.99991282  x   0.99994581  =   0.99985863
 SF1062!UTM  19      -   0.99991282  x   0.99960667  =   0.99951952
 SF1062
 SF1062|---------------------------------------------------------------------|
 SF1062| PID    Reference Object                     Distance      Geod. Az  |
 SF1062|                                                           dddmmss.s |
 SF1062| DA5416 BOUNDARY MON 189 RM 1                26.094 METERS 15445     |
 SF1062| SF1053 ROCKY MTN LOT                       APPROX.20.8 KM 1741903.2 |
 SF1062| SF1054 TARGET 13 USGS                      APPROX.27.4 KM 1860418.9 |
 SF1062| DA5417 BOUNDARY MON 189 RM 2                12.110 METERS 20503     |
 SF1062|---------------------------------------------------------------------|
 SF1062
 SF1062                          SUPERSEDED SURVEY CONTROL
 SF1062
 SF1062  NAD 83(1992)-  47 22 40.09545(N)    069 18 31.36654(W) AD(       ) 1
 SF1062  NAD 83(1986)-  47 22 40.10138(N)    069 18 31.36212(W) AD(       ) 1
 SF1062  NAD 27      -  47 22 39.95426(N)    069 18 33.11852(W) AD(       ) 1
 SF1062  NGVD 29 (07/19/86)  582.10   (m)         1909.8    (f) LEVELING    3  
 SF1062
 SF1062.Superseded values are not recommended for survey control.
 SF1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF1062.See file dsdata.txt to determine how the superseded data were derived.
 SF1062
 SF1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN7669647196(NAD 83)
 SF1062_MARKER: Z = SEE DESCRIPTION
 SF1062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF1062
 SF1062  HISTORY     - Date     Condition        Report By
 SF1062  HISTORY     - 1912     MONUMENTED       GSC
 SF1062  HISTORY     - 1915     GOOD             IBC
 SF1062  HISTORY     - 1960     SEE DESCRIPTION  CGS
 SF1062  HISTORY     - 1976     GOOD             IBC
 SF1062
 SF1062                          STATION DESCRIPTION
 SF1062
 SF1062'DESCRIBED BY GEODETIC SURVEY OF CANADA 1912
 SF1062'THE STATION IS 8 MILES ALONG THE INTERNATIONAL BOUNDARY SOUTHWEST
 SF1062'FROM ESTCOURT, QUEBEC.
 SF1062'
 SF1062'STATION MARK--MONUMENT NO 189 OF THE INTERNATIONAL BOUNDARY.
 SF1062'
 SF1062'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 SF1062'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 SF1062'CONCRETE BASE.  THE NUMBER OF THE
 SF1062'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 SF1062'INSCRIBED IN THE CONCRETE BASE.
 SF1062
 SF1062                          STATION RECOVERY (1915)
 SF1062
 SF1062'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1915 (JLR)
 SF1062'THE STATION IS 8 MILES ALONG THE INTERNATIONAL BOUNDARY SOUTHWEST
 SF1062'FROM ESTCOURT, QUEBEC.  STATION--MONUMENT NO 189 OF THE INTERNATIONAL
 SF1062'BOUNDARY.
 SF1062
 SF1062                          STATION RECOVERY (1960)
 SF1062
 SF1062'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HRL)
 SF1062'STATION IS LOCATED ON A HIGH AND TIMBERED HILL ABOUT 7-1/2 MILES
 SF1062'SOUTHWEST OF ESTCOURT, QUEBEC AND ON THE U.S.-CANADIAN
 SF1062'BORDER.  STATION IS IN THE MIDDLE OF CLEARED BOUNDARY LINE AND
 SF1062'23 FEET NORTHWEST OF A SMALL PINE TREE WITH A METAL WITNESS
 SF1062'SIGN.  STATION IS MARKED BY A TAPERING IRON POST ABOUT 2 FEET
 SF1062'HIGH SET IN A 3 X 3 FOOT CONCRETE BASE WHICH PROJECTS ABOUT 1
 SF1062'FOOT.
 SF1062'
 SF1062'TO REACH STATION FROM THE CUSTOMS OFFICE IN ESTCOURT, QUEBEC
 SF1062'GO WEST AND SOUTHWEST ON GRAVEL ROAD FOR 4.3 MILES TO A LOCKED
 SF1062'GATE.  KEY MAY BE OBTAINED AT HOUSE ON THE RIGHT.  PASS THROUGH
 SF1062'GATE AND CONTINUE ON GRAVEL ROAD FOR 3.9 MILES TO A SIDE ROAD
 SF1062'RIGHT AT REMAINS OF AN OLD LOGGING CAMP.  TURN RIGHT ON WOODS
 SF1062'ROAD AND GO 0.7 MILE TO THE END OF TRUCK TRAVEL.  PACK STRAIGHT
 SF1062'AHEAD ON OLD WOODS ROAD FOR ABOUT 175 YARDS TO FORK.  KEEP
 SF1062'STRAIGHT AHEAD ON LEFT FORK FOR ABOUT 300 YARDS TO FORK AT
 SF1062'TRIANGLE BLAZE ON A STUMP ABOUT 15 FEET HIGH.  TAKE RIGHT FORK
 SF1062'AND GO ABOUT 350 YARDS TO A ROAD RIGHT.  TURN RIGHT AND GO
 SF1062'ABOUT 165 YARDS TO FORK.  TAKE RIGHT FORK FOR ABOUT 600
 SF1062'YARDS TO ROAD RIGHT.  CONTINUE STRAIGHT AHEAD FOR
 SF1062'ABOUT 250 YARDS TO THE CLEARED RIGHT OF WAY.  TURN RIGHT
 SF1062'AND FOLLOW CLEARED LINE FOR ABOUT 300 YARDS TO TOP OF HILL
 SF1062'AND STATION AS DESCRIBED.
 SF1062'
 SF1062'REFERENCE MARK NO. 1 IS 67 FEET SOUTHEAST OF THE SOUTHEAST
 SF1062'EDGE OF CLEARED LINE.  THE MARK IS A STANDARD DISK SET FLUSH
 SF1062'IN A DRILL HOLE IN OUTCROPPING ROCK THAT PROJECTS ABOUT 4
 SF1062'INCHES AND THE DISK IS STAMPED FRONTIER BDRY 189 NO 1 1960.
 SF1062'
 SF1062'REFERENCE MARK NO. 2 IS 12 FEET NORTHWEST OF THE SOUTHEAST
 SF1062'EDGE OF CLEARED LINE.  THE MARK IS A STANDARD DISK CEMENTED
 SF1062'FLUSH IN A DRILL HOLE IN OUTCROPPING ROCK THAT PROJECTS ABOUT
 SF1062'4 INCHES AND THE DISK IS STAMPED FRONTIER BDRY 189 NO 2 1960.
 SF1062'
 SF1062'HEIGHT OF LIGHT ABOVE STATION MARK 12 METERS.
 SF1062
 SF1062                          STATION RECOVERY (1976)
 SF1062
 SF1062'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1976
 SF1062'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2772 ***********************************************************************
 OC2772  DESIGNATION -  BOUNDARY MON 33 ME NH
 OC2772  PID         -  OC2772
 OC2772  STATE/COUNTY-  ME/OXFORD
 OC2772  USGS QUAD   -  BROWNFIELD (1983)
 OC2772
 OC2772                         *CURRENT SURVEY CONTROL
 OC2772  ___________________________________________________________________
 OC2772* NAD 83(1996)-  43 52 58.62702(N)    070 59 31.06200(W)     ADJUSTED  
 OC2772* NAVD 88     -       486.6    (meters)    1596.     (feet)  VERTCON   
 OC2772  ___________________________________________________________________
 OC2772  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 OC2772  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 OC2772
 OC2772  HORZ ORDER  -  FIRST
 OC2772
 OC2772.The horizontal coordinates were established by classical geodetic methods
 OC2772.and adjusted by the National Geodetic Survey in March 1998..
 OC2772
 OC2772.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2772
 OC2772.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2772
 OC2772.The geoid height was determined by GEOID03.
 OC2772
 OC2772;                    North         East     Units Scale Factor Converg.
 OC2772;SPC ME W     -   116,939.561   833,678.354   MT  1.00002075   -0 34 19.6
 OC2772;UTM  19      - 4,860,801.293   339,981.305   MT  0.99991495   -1 22 51.9
 OC2772
 OC2772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2772!SPC ME W     -   0.99992798  x   1.00002075  =   0.99994873
 OC2772!UTM  19      -   0.99992798  x   0.99991495  =   0.99984293
 OC2772
 OC2772|---------------------------------------------------------------------|
 OC2772| PID    Reference Object                     Distance      Geod. Az  |
 OC2772|                                                           dddmmss.s |
 OC2772| CE8324 MONUMENT 33 RM 1                     16.216 METERS 12239     |
 OC2772| CE8325 MONUMENT 33 RM 2                     19.286 METERS 27445     |
 OC2772| PF0938 TOP                                 APPROX.26.1 KM 3414236.8 |
 OC2772|---------------------------------------------------------------------|
 OC2772
 OC2772                          SUPERSEDED SURVEY CONTROL
 OC2772
 OC2772  NAD 83(1992)-  43 52 58.62744(N)    070 59 31.06491(W) AD(       ) 1
 OC2772  NAD 83(1986)-  43 52 58.63629(N)    070 59 31.06897(W) AD(       ) 1
 OC2772  NAD 27      -  43 52 58.37915(N)    070 59 32.82685(W) AD(       ) 1
 OC2772  NGVD 29 (07/19/86)  486.7    (m)         1597.     (f) VERT ANG       
 OC2772
 OC2772.Superseded values are not recommended for survey control.
 OC2772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2772.See file dsdata.txt to determine how the superseded data were derived.
 OC2772
 OC2772_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ3998160801(NAD 83)
 OC2772_MARKER: Z = SEE DESCRIPTION
 OC2772_SETTING: 0 = UNSPECIFIED SETTING
 OC2772_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OC2772+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2005
 OC2772
 OC2772  HISTORY     - Date     Condition        Report By
 OC2772  HISTORY     - 1976     MONUMENTED       NGS
 OC2772  HISTORY     - 20050910 GOOD             GEOCAC
 OC2772
 OC2772                          STATION DESCRIPTION
 OC2772
 OC2772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2772'THE STATION IS ABOUT 5 MILES SOUTHWEST OF BROWNFIELD, 6.5 MILES
 OC2772'NORTH-NORTHWEST OF PORTER, ON THE STATE LINE ATOP WHALE BACK
 OC2772'MOUNTAIN AND ON PROPERTY OWNED BY THE S.D. WARREN COMPANY.
 OC2772'PERMISSION FOR THE STATION WAS OBTAINED FROM STEPHEN ORACH,
 OC2772'WOODLANDS MANAGER, CUMBERLAND MILLS, MAINE. PHONE 856-6311.
 OC2772'
 OC2772'TO REACH THE STATION FROM THE POST OFFICE IN BROWNFIELD, GO
 OC2772'WEST ON STATE HIGHWAY 160 FOR 0.6 MILE TO WHERE STATE HIGHWAY
 OC2772'160 TURNS SHARP LEFT, CONTINUE WEST ON A PAVED ROAD FOR 0.9
 OC2772'MILE TO A FORK, BEAR RIGHT AND CONTINUE WEST FOR 1.65 MILES TO
 OC2772'A SIDE ROAD RIGHT, CONTINUE AHEAD AND GO SOUTHWESTERLY FOR 1.85
 OC2772'MILES TO A SIDE ROAD LEFT. TURN LEFT AND GO SOUTH ON A
 OC2772'PAVED ROAD FOR 1.25 MILES TO A SINGLE ROOM SCHOOL HOUSE AND A
 OC2772'TRACK ROAD RIGHT. TURN RIGHT AND GO WESTERLY ON A TRACK ROAD
 OC2772'FOR 0.4 MILE TO THE END OF TRUCK TRAVEL. FROM HERE PACK
 OC2772'SOUTH- WESTERLY ON A LOG SKIDDER TRACK ROAD FOR ABOUT 1 HOUR
 OC2772'TO THE HIGHEST POINT AND THE STATION AT A STATE LINE
 OC2772'MONUMENT IN BED- ROCK, NEAR A CLIFF.
 OC2772'
 OC2772'THE STATION MARK, STAMPED---33---, IS A STATE OF MAINE/STATE OF
 OC2772'NEW HAMPSHIRE SURVEY OF 1927-1929 DISK CEMENTED IN A DRILL HOLE
 OC2772'IN BEDROCK. THERE WERE NO LOCAL OBJECTS TO REFERENCE TO.
 OC2772'
 OC2772'REFERENCE MARK 1, STAMPED---MONUMENT 33 NO 1 1976---, IS A
 OC2772'STANDARD DISK CEMENTED IN A DRILL HOLE IN BEDROCK. THERE WERE
 OC2772'NO LOCAL OBJECTS TO REFERENCE TO.
 OC2772'
 OC2772'REFERENCE MARK 2, STAMPED---MONUMENT 33 NO 2 1976---, IS A
 OC2772'STANDARD DISK CEMENTED IN A DRILL HOLE IN BEDROCK. THERE WERE
 OC2772'NO LOCAL OBJECTS TO REFERENCE TO.
 OC2772'
 OC2772'THERE WAS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 OC2772'
 OC2772'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 19.0 METERS.
 OC2772'
 OC2772'REFERENCE MARKS 1 TO 2 NOT MEASURED BETWEEN DUE TO
 OC2772'CREST OF HILL.
 OC2772'
 OC2772'DESCRIBED BY G.E. NELSON.
 OC2772
 OC2772                          STATION RECOVERY (2005)
 OC2772
 OC2772'RECOVERY NOTE BY GEOCACHING 2005 (JKS)
 OC2772'RECOVERED IN GOOD CONDITION AT THE DESCRIBED LOCATION. THIS IS ALL
 OC2772'PRIVATE PROPERTY AND RECOVERY WAS WITH PERMISSION OF THE CURRENT
 OC2772'OWNER.
 OC2772' 
 OC2772'THE MAIN STATION IS AN ORIGINAL ME NH SURVEY MARK OF 1927 1929. IT IS
 OC2772'BURIED UNDER A SMALL ROCK CAIRN.
 OC2772' 
 OC2772'REFERENCE MARK NO. 1, ON THE ME SIDE OF THE BORDER, HAS BEEN
 OC2772'DESTROYED. THE STEM HOLE AND DISK IMPRESSION ARE CLEARLY VISIBLE AT
 OC2772'THE DESCRIBED LOCATION.
 OC2772' 
 OC2772'REFERENCE MARK NO. 2, ON THE NH SIDE OF THE BORDER, WAS RECOVERED IN
 OC2772'GOOD CONDITION AT THE DESCRIBED LOCATION.
 OC2772' 
 OC2772'SUBMITTED BY J.K. SNYDER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0498 ***********************************************************************
 PF0498  DESIGNATION -  BOUNDARY MON 60 ATF ME NH
 PF0498  PID         -  PF0498
 PF0498  STATE/COUNTY-  ME/OXFORD
 PF0498  USGS QUAD   -  CHATHAM (1987)
 PF0498
 PF0498                         *CURRENT SURVEY CONTROL
 PF0498  ___________________________________________________________________
 PF0498* NAD 83(1996)-  44 12 04.30668(N)    071 00 20.91853(W)     ADJUSTED  
 PF0498* NAVD 88     -       153.818  (meters)     504.65   (feet)  ADJUSTED  
 PF0498  ___________________________________________________________________
 PF0498  LAPLACE CORR-          -4.27  (seconds)                    DEFLEC99
 PF0498  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 PF0498  DYNAMIC HT  -         153.792 (meters)     504.57  (feet)  COMP
 PF0498  MODELED GRAV-     980,450.9   (mgal)                       NAVD 88
 PF0498
 PF0498  HORZ ORDER  -  SECOND
 PF0498  VERT ORDER  -  SECOND    CLASS 0
 PF0498
 PF0498.The horizontal coordinates were established by classical geodetic methods
 PF0498.and adjusted by the National Geodetic Survey in March 1998..
 PF0498
 PF0498.The orthometric height was determined by differential leveling
 PF0498.and adjusted by the National Geodetic Survey in June 1991..
 PF0498
 PF0498.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF0498
 PF0498.The geoid height was determined by GEOID03.
 PF0498
 PF0498.The dynamic height is computed by dividing the NAVD 88
 PF0498.geopotential number by the normal gravity value computed on the
 PF0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0498.degrees latitude (g = 980.6199 gals.).
 PF0498
 PF0498.The modeled gravity was interpolated from observed gravity values.
 PF0498
 PF0498;                    North         East     Units Scale Factor Converg.
 PF0498;SPC ME W     -   152,310.827   832,925.473   MT  1.00002198   -0 35 06.2
 PF0498;UTM  19      - 4,896,175.926   339,729.376   MT  0.99991592   -1 23 55.3
 PF0498
 PF0498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF0498!SPC ME W     -   0.99998013  x   1.00002198  =   1.00000211
 PF0498!UTM  19      -   0.99998013  x   0.99991592  =   0.99989606
 PF0498
 PF0498|---------------------------------------------------------------------|
 PF0498| PID    Reference Object                     Distance      Geod. Az  |
 PF0498|                                                           dddmmss.s |
 PF0498| PF0929 BOUNDARY MON 60 RM 1                 13.337 METERS 16658     |
 PF0498| PF0930 BOUNDARY MON 60 AZ MK               443.971 METERS 2082947.1 |
 PF0498| DA4400 BOUNDARY MON 60 RM 2                 33.110 METERS 21652     |
 PF0498|---------------------------------------------------------------------|
 PF0498
 PF0498                          SUPERSEDED SURVEY CONTROL
 PF0498
 PF0498  NAD 83(1992)-  44 12 04.30740(N)    071 00 20.91998(W) AD(       ) 2
 PF0498  NAD 83(1986)-  44 12 04.31542(N)    071 00 20.92369(W) AD(       ) 2
 PF0498  NAD 27      -  44 12 04.07549(N)    071 00 22.66367(W) AD(       ) 2
 PF0498  NGVD 29 (??/??/92)  153.910  (m)          504.95   (f) ADJ UNCH    2 0
 PF0498
 PF0498.Superseded values are not recommended for survey control.
 PF0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0498.See file dsdata.txt to determine how the superseded data were derived.
 PF0498
 PF0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ3972996176(NAD 83)
 PF0498_MARKER: DD = SURVEY DISK
 PF0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PF0498_SP_SET: GRANITE POST
 PF0498_STAMPING: 60 AFT
 PF0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0498+STABILITY: SURFACE MOTION
 PF0498
 PF0498  HISTORY     - Date     Condition        Report By
 PF0498  HISTORY     - 1976     MONUMENTED       NGS
 PF0498  HISTORY     - 1936     GOOD             NGS
 PF0498  HISTORY     - 1942     GOOD             NGS
 PF0498  HISTORY     - 20040925 GOOD             GEOCAC
 PF0498
 PF0498                          STATION DESCRIPTION
 PF0498
 PF0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 PF0498'THE STATION IS LOCATED ABOUT 6.0 MILES NORTH-NORTHWEST OF
 PF0498'NORTH FRYEBURG, 6.0 MILES WEST OF CENTER LOVELL, 6.9 MILES
 PF0498'WEST-SOUTHWEST OF SPECKLED MOUNTAIN AND ALONG HIGHWAY RIGHT
 PF0498'OF-WAY ON STATE HIGHWAY 113 AT THE STATE LINE.
 PF0498'
 PF0498'TO REACH THE STATION FROM THE POST OFFICE IN STOW ,GO NORTH
 PF0498'ON STATE HIGHWAY 113 FOR 3.0 MILES TO A REVERSE FORK AND THE
 PF0498'STATION ON THE RIGHT. TO REACH THE AZIMUTH MARK FROM THE
 PF0498'STATION TURN LEFT AND GO SOUTHWEST ON THE REVERSE FORK AND A
 PF0498'PAVED ROAD FOR 0.25 MILE TO THE MARK ON THE RIGHT.
 PF0498'
 PF0498'STATION MARK, STAMPED---60 ATF---, IS A STATE OF MAINE/STATE
 PF0498'OF NEW HAMPSHIRE BORDER DISK THAT IS CEMENTED IN THE TOP
 PF0498'OF A 12 BY 12 INCH SQUARE GRANITE POST THAT PROJECTS 48 INCHES
 PF0498'ABOVE THE GROUND. IT IS 25.0 FEET EAST OF THE CENTERLINE OF
 PF0498'STATE HIGHWAY 113 AND 49.2 FEET NORTH OF POWERLINE POLE
 PF0498'NUMBERED 4/142.
 PF0498'
 PF0498'REFERENCE MARK 1, STAMPED---MONUMENT 60 NO 1 1976---, IS A
 PF0498'STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 PF0498'MONUMENT THAT IS FLUSH WITH THE GROUND. IT IS 4.5 FEET NORTH-
 PF0498'NORTHWEST OF A METAL WITNESS POST, 5.5 FEET NORTH OF THE POWER
 PF0498'LINE POLE NUMBER 4/142 AND 22.0 FEET EAST OF THE CENTERLINE
 PF0498'OF THE HIGHWAY.
 PF0498'
 PF0498'REFERENCE MARK 2, STAMPED---MONUMENT 60 NO 2 1976---, IS A
 PF0498'STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 PF0498'MONUMENT THAT IS FLUSH WITH THE GROUND. IT IS 3.0 FEET NORTH
 PF0498'OF A POWERLINE POLE NUMBER 60/128, 9.6 FEET SOUTH-SOUTHEAST
 PF0498'OF A METAL WITNESS POST AND 27.0 FEET WEST OF THE CENTERLINE
 PF0498'OF THE HIGHWAY.
 PF0498'
 PF0498'AZIMUTH MARK, STAMPED---MONUMENT 60 AZ 1976---, IS A STANDARD
 PF0498'DISK CEMENTED IN A DRILL HOLE IN A 3 BY 4 FOOT BOULDER THAT
 PF0498'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE. IT IS 2.5 FEET
 PF0498'SOUTH OF A METAL WITNESS POST, 10.0 FEET SOUTHWEST OF A POWER
 PF0498'LINE POLE NUMBER 214 AND 21.0 FEET NORTHWEST OF THE
 PF0498'APPROXIMATE CENTER OF A PAVED ROAD.
 PF0498'
 PF0498'DESCRIBED BY G.E. NELSON
 PF0498
 PF0498                          STATION RECOVERY (1936)
 PF0498
 PF0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1936
 PF0498'2.7 MI N FROM CHATHAM.
 PF0498'ABOUT 2.7 MILES NORTH ALONG THE NORTH CHATHAM ROAD FROM THE
 PF0498'CONGREGATIONAL CHURCH AT CHATHAM, CARROLL COUNTY, AT THE JUNCTION
 PF0498'OF AN IMPROVED COUNTY ROAD LEADING SOUTHEAST TO STOW, MAINE, 46
 PF0498'FEET NORTHEAST OF THE CENTER LINE OF THE COUNTY ROAD, 23 FEET
 PF0498'EAST OF THE CENTER LINE OF THE NORTH CHATHAM ROAD, 6 FEET WEST
 PF0498'OF A FENCE CORNER, 2 FEET WEST OF A NEW HAMPSHIRE-MAINE STATE
 PF0498'LINE MARKER POST, AND ABOUT 5-1/2 FEET HIGHER THAN THE CENTER
 PF0498'LINE OF THE ROAD.  A MAINE-NEW HAMPSHIRE STATE BOUNDARY DISK,
 PF0498'STAMPED 60 ATF AND SET IN THE TOP OF A GRANITE POST.
 PF0498
 PF0498                          STATION RECOVERY (1942)
 PF0498
 PF0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 PF0498'RECOVERED IN GOOD CONDITION.
 PF0498
 PF0498                          STATION RECOVERY (2004)
 PF0498
 PF0498'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 PF0498'THIS MARK WAS RECOVERED IN GOOD CONDITION AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0086 ***********************************************************************
 RG0086  DESIGNATION -  BOUNDARY MONUMENT 289 IBC 1955
 RG0086  PID         -  RG0086
 RG0086  STATE/COUNTY-  ME/AROOSTOOK
 RG0086  USGS QUAD   -  DAAQUAM (1987)
 RG0086
 RG0086                         *CURRENT SURVEY CONTROL
 RG0086  ___________________________________________________________________
 RG0086* NAD 83(1996)-  46 35 42.14667(N)    070 01 06.98275(W)     ADJUSTED  
 RG0086* NAVD 88     -       343.     (meters)    1125.     (feet)  SCALED    
 RG0086  ___________________________________________________________________
 RG0086  LAPLACE CORR-           2.38  (seconds)                    DEFLEC99
 RG0086  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 RG0086
 RG0086  HORZ ORDER  -  SECOND
 RG0086
 RG0086.The horizontal coordinates were established by classical geodetic methods
 RG0086.and adjusted by the National Geodetic Survey in March 1998..
 RG0086
 RG0086.The orthometric height was scaled from a topographic map.
 RG0086
 RG0086.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0086
 RG0086.The geoid height was determined by GEOID03.
 RG0086
 RG0086;                    North         East     Units Scale Factor Converg.
 RG0086;SPC ME E     -   326,530.775   183,643.496   MT  1.00006636   -1 06 12.3
 RG0086;SPC ME W     -   418,020.964   911,345.298   MT  0.99996825   +0 06 27.2
 RG0086;UTM  19      - 5,160,667.955   421,976.932   MT  0.99967483   -0 44 24.3
 RG0086
 RG0086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0086!SPC ME E     -   0.99995040  x   1.00006636  =   1.00001676
 RG0086!SPC ME W     -   0.99995040  x   0.99996825  =   0.99991865
 RG0086!UTM  19      -   0.99995040  x   0.99967483  =   0.99962525
 RG0086
 RG0086:                Primary Azimuth Mark                     Grid Az
 RG0086:SPC ME E     -  MON 288 IBC                              009 28 01.8
 RG0086:SPC ME W     -  MON 288 IBC                              008 15 22.3
 RG0086:UTM  19      -  MON 288 IBC                              009 06 13.8
 RG0086
 RG0086|---------------------------------------------------------------------|
 RG0086| PID    Reference Object                     Distance      Geod. Az  |
 RG0086|                                                           dddmmss.s |
 RG0086| RG0092 MON 288 IBC                         APPROX. 0.8 KM 0082149.5 |
 RG0086| RG0093 MON 290 IBC                         342.741 METERS 18822     |
 RG0086|---------------------------------------------------------------------|
 RG0086
 RG0086                          SUPERSEDED SURVEY CONTROL
 RG0086
 RG0086  NAD 83(1992)-  46 35 42.14616(N)    070 01 06.95633(W) AD(       ) 2
 RG0086  NAD 83(1986)-  46 35 42.15832(N)    070 01 06.96910(W) AD(       ) 2
 RG0086  NAD 27      -  46 35 42.05100(N)    070 01 08.72500(W) AD(       ) 2
 RG0086
 RG0086.Superseded values are not recommended for survey control.
 RG0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0086.See file dsdata.txt to determine how the superseded data were derived.
 RG0086
 RG0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM2197760668(NAD 83)
 RG0086_MARKER: Z = SEE DESCRIPTION
 RG0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RG0086_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RG0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RG0086+STABILITY: SURFACE MOTION
 RG0086
 RG0086  HISTORY     - Date     Condition        Report By
 RG0086  HISTORY     - 1845     MONUMENTED       IBC
 RG0086  HISTORY     - 1955     GOOD             CGS
 RG0086  HISTORY     - 1977     GOOD             IBC
 RG0086
 RG0086                          STATION DESCRIPTION
 RG0086
 RG0086'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RG0086'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 RG0086'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 RG0086'CONCRETE BASE.  THE NUMBER OF THE
 RG0086'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 RG0086'INSCRIBED IN THE CONCRETE BASE.
 RG0086
 RG0086                          STATION RECOVERY (1955)
 RG0086
 RG0086'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WRH)
 RG0086'THE STATION IS LOCATED ABOUT 7 MILES AIRLINE SOUTH-SOUTHWEST
 RG0086'OF LAC FRONTIERE, QUEBEC, CANADA, 3 MILES AIRLINE EAST NORTHEAST
 RG0086'OF DAAQUAM, QUEBEC, CANADA.
 RG0086'
 RG0086'THE MONUMENT IS A 6 INCH SQUARE IRON POST 3 FEET HIGH, SET IN
 RG0086'A CONCRETE FOUNDATION.  IT IS 905.060 FEET, (275.863) METERS
 RG0086'WEST SOUTHWEST OF TRIANGULATION STATION DAAQUAM.
 RG0086
 RG0086                          STATION RECOVERY (1977)
 RG0086
 RG0086'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 RG0086'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2548 ***********************************************************************
 PE2548  DESIGNATION -  BOWDEN
 PE2548  PID         -  PE2548
 PE2548  STATE/COUNTY-  ME/WALDO
 PE2548  USGS QUAD   -  BUCKSPORT (1982)
 PE2548
 PE2548                         *CURRENT SURVEY CONTROL
 PE2548  ___________________________________________________________________
 PE2548* NAD 83(1996)-  44 36 04.56757(N)    068 51 02.99025(W)     ADJUSTED  
 PE2548* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 PE2548  ___________________________________________________________________
 PE2548  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 PE2548  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 PE2548
 PE2548  HORZ ORDER  -  THIRD
 PE2548
 PE2548.The horizontal coordinates were established by classical geodetic methods
 PE2548.and adjusted by the National Geodetic Survey in March 1998..
 PE2548
 PE2548.The orthometric height was scaled from a topographic map.
 PE2548
 PE2548.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2548
 PE2548.The geoid height was determined by GEOID03.
 PE2548
 PE2548;                    North         East     Units Scale Factor Converg.
 PE2548;SPC ME E     -   103,897.667   272,149.717   MT  0.99990954   -0 14 46.8
 PE2548;UTM  19      - 4,938,668.788   511,838.084   MT  0.99960172   +0 06 17.1
 PE2548
 PE2548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2548!SPC ME E     -   1.00000365  x   0.99990954  =   0.99991319
 PE2548!UTM  19      -   1.00000365  x   0.99960172  =   0.99960537
 PE2548
 PE2548                          SUPERSEDED SURVEY CONTROL
 PE2548
 PE2548  NAD 83(1992)-  44 36 04.56441(N)    068 51 02.97730(W) AD(       ) 3
 PE2548  NAD 83(1986)-  44 36 04.56376(N)    068 51 02.97891(W) AD(       ) 3
 PE2548
 PE2548.Superseded values are not recommended for survey control.
 PE2548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2548.See file dsdata.txt to determine how the superseded data were derived.
 PE2548
 PE2548_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1183838669(NAD 83)
 PE2548_MARKER: DD = SURVEY DISK
 PE2548_SETTING: 80 = SET IN A BOULDER
 PE2548_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE2548+STABILITY: SURFACE MOTION
 PE2548
 PE2548  HISTORY     - Date     Condition        Report By
 PE2548  HISTORY     - 1983     MONUMENTED       NOS
 PE2548
 PE2548                          STATION DESCRIPTION
 PE2548
 PE2548'DESCRIBED BY NATIONAL OCEAN SERVICE 1983 (RST)
 PE2548'THE STATION IS LOCATED AT THE NORTH TIP OF THE MARSH RIVER, AT
 PE2548'BOWDEN POINT.
 PE2548'
 PE2548'THE STATION IS A PLAIN BRONZE DISK 5 CM. IN DIAMETER, STAMPED
 PE2548'---BOWDEN 1982---SET IN A 1.8 METER BY 1.2 METER BOULDER.
 PE2548'IT IS LOCATED
 PE2548'7.6 METERS (24.9 FT) SOUTH FROM THE TREE LINE AT HIGH WATER.
 PE2548'30.5 METERS (100.1 FT) EAST FROM AN OLD PIER RUIN.
 PE2548'
 PE2548'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.25 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2105 ***********************************************************************
 PE2105  DESIGNATION -  BOWDENS RED HOUSE CHIMNEY
 PE2105  PID         -  PE2105
 PE2105  STATE/COUNTY-  ME/HANCOCK
 PE2105  USGS QUAD   -  CASTINE (1979)
 PE2105
 PE2105                         *CURRENT SURVEY CONTROL
 PE2105  ___________________________________________________________________
 PE2105* NAD 83(1996)-  44 28 52.63684(N)    068 46 34.55674(W)     ADJUSTED  
 PE2105* NAVD 88     -                                                        
 PE2105  ___________________________________________________________________
 PE2105  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 PE2105  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 PE2105
 PE2105  HORZ ORDER  -  THIRD
 PE2105
 PE2105.The horizontal coordinates were established by classical geodetic methods
 PE2105.and adjusted by the National Geodetic Survey in March 1998..
 PE2105
 PE2105
 PE2105.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2105
 PE2105.The geoid height was determined by GEOID03.
 PE2105
 PE2105;                    North         East     Units Scale Factor Converg.
 PE2105;SPC ME E     -    90,543.653   278,023.875   MT  0.99990594   -0 11 36.9
 PE2105;UTM  19      - 4,925,355.041   517,792.057   MT  0.99960389   +0 09 24.4
 PE2105
 PE2105                          SUPERSEDED SURVEY CONTROL
 PE2105
 PE2105  NAD 83(1992)-  44 28 52.63582(N)    068 46 34.54067(W) AD(       ) 4
 PE2105  NAD 83(1986)-  44 28 52.63569(N)    068 46 34.54304(W) AD(       ) 4
 PE2105  NAD 27      -  44 28 52.36000(N)    068 46 36.43000(W) AD(       ) 3
 PE2105
 PE2105.Superseded values are not recommended for survey control.
 PE2105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2105.See file dsdata.txt to determine how the superseded data were derived.
 PE2105
 PE2105_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1779225355(NAD 83)
 PE2105
 PE2105  HISTORY     - Date     Condition        Report By
 PE2105  HISTORY     - UNK      MONUMENTED
 PE2105  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2105  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE2105
 PE2105                          STATION DESCRIPTION
 PE2105
 PE2105'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2105'THE STATION IS LOST.
 PE2105
 PE2105                          STATION RECOVERY (1944)
 PE2105
 PE2105'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE2105'STATION COULD NOT BE IDENTIFIED.  ACCORDING TO A LADY 87 YEARS
 PE2105'OLD THERE ARE TWO HOUSES IN THIS IMMEDIATE VICINITY THAT PREDATE
 PE2105'1863.  THE ONE SHE POINTED OUT AS THE BOWDEN HOUSE HAS TWO CHIMNEYS
 PE2105'AND HAS ALWAYS BEEN PAINTED WHITE AS FAR AS SHE CAN REMEMBER.
 PE2105'THERE ARE OTHER HOUSE FOUNDATIONS IN THE IMMEDIATE VICINITY AND
 PE2105'SEVERAL BOWDENS LIVED AROUND THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2451 ***********************************************************************
 PE2451  DESIGNATION -  BOWDINHAM BROWN SPIRE
 PE2451  PID         -  PE2451
 PE2451  STATE/COUNTY-  ME/SAGADAHOC
 PE2451  USGS QUAD   -  BOWDOINHAM (1980)
 PE2451
 PE2451                         *CURRENT SURVEY CONTROL
 PE2451  ___________________________________________________________________
 PE2451* NAD 83(1996)-  44 00 31.85577(N)    069 53 57.96148(W)     ADJUSTED  
 PE2451* NAVD 88     -                                                        
 PE2451  ___________________________________________________________________
 PE2451  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 PE2451  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 PE2451
 PE2451  HORZ ORDER  -  THIRD
 PE2451
 PE2451.The horizontal coordinates were established by classical geodetic methods
 PE2451.and adjusted by the National Geodetic Survey in March 1998..
 PE2451
 PE2451
 PE2451.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2451
 PE2451.The geoid height was determined by GEOID03.
 PE2451
 PE2451;                    North         East     Units Scale Factor Converg.
 PE2451;SPC ME W     -   130,631.253   921,429.838   MT  0.99997231   +0 11 08.4
 PE2451;UTM  19      - 4,873,248.862   427,899.310   MT  0.99966394   -0 37 29.7
 PE2451
 PE2451                          SUPERSEDED SURVEY CONTROL
 PE2451
 PE2451  NAD 83(1992)-  44 00 31.85489(N)    069 53 57.96129(W) AD(       ) 4
 PE2451  NAD 83(1986)-  44 00 31.86024(N)    069 53 57.96623(W) AD(       ) 4
 PE2451  NAD 27      -  44 00 31.56800(N)    069 53 59.77200(W) AD(       ) 3
 PE2451
 PE2451.Superseded values are not recommended for survey control.
 PE2451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2451.See file dsdata.txt to determine how the superseded data were derived.
 PE2451
 PE2451_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ2789973249(NAD 83)
 PE2451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE2451+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2004
 PE2451
 PE2451  HISTORY     - Date     Condition        Report By
 PE2451  HISTORY     - UNK      MONUMENTED
 PE2451  HISTORY     - 1942     SEE DESCRIPTION  CGS
 PE2451  HISTORY     - 20041116 GOOD             USPSQD
 PE2451
 PE2451                          STATION DESCRIPTION
 PE2451
 PE2451'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (HOF)
 PE2451'THE SPIRE IS ON THE TOWN HALL WHICH WAS ONE TIME A CHURCH.  THE
 PE2451'SPIRE HAS BEEN SHORTENED AND IS NOW PAINTED WHITE ON SIDES
 PE2451'AND BLACK ON TOP.  THE BUILDING WAS ERECTED IN 1823, IN THE
 PE2451'TOWN OF BOWDINHAM, THE SPELLING OF WHICH IS NOW BOWDOINHAM.
 PE2451
 PE2451                          STATION RECOVERY (2004)
 PE2451
 PE2451'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMW)
 PE2451'THE BUILDING IS ON SCHOOL ST. IN THE TOWN. IT IS NO LONGER THE TOWN
 PE2451'HALL. THE SPIRE IS NOW BLACK. THE NEW TOWN OFFICES AND LIBRARY ARE IN
 PE2451'BACK OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2450 ***********************************************************************
 PE2450  DESIGNATION -  BOWDINHAM WHITE SPIRE
 PE2450  PID         -  PE2450
 PE2450  STATE/COUNTY-  ME/SAGADAHOC
 PE2450  USGS QUAD   -  BOWDOINHAM (1980)
 PE2450
 PE2450                         *CURRENT SURVEY CONTROL
 PE2450  ___________________________________________________________________
 PE2450* NAD 83(1996)-  44 00 35.29963(N)    069 53 56.05661(W)     ADJUSTED  
 PE2450* NAVD 88     -                                                        
 PE2450  ___________________________________________________________________
 PE2450  LAPLACE CORR-           2.47  (seconds)                    DEFLEC99
 PE2450  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 PE2450
 PE2450  HORZ ORDER  -  THIRD
 PE2450
 PE2450.The horizontal coordinates were established by classical geodetic methods
 PE2450.and adjusted by the National Geodetic Survey in March 1998..
 PE2450
 PE2450
 PE2450.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2450
 PE2450.The geoid height was determined by GEOID03.
 PE2450
 PE2450;                    North         East     Units Scale Factor Converg.
 PE2450;SPC ME W     -   130,737.680   921,471.925   MT  0.99997233   +0 11 09.7
 PE2450;UTM  19      - 4,873,354.651   427,942.885   MT  0.99966386   -0 37 28.4
 PE2450
 PE2450                          SUPERSEDED SURVEY CONTROL
 PE2450
 PE2450  NAD 83(1992)-  44 00 35.29876(N)    069 53 56.05642(W) AD(       ) 4
 PE2450  NAD 83(1986)-  44 00 35.30406(N)    069 53 56.06133(W) AD(       ) 4
 PE2450  NAD 27      -  44 00 35.01200(N)    069 53 57.86700(W) AD(       ) 3
 PE2450
 PE2450.Superseded values are not recommended for survey control.
 PE2450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2450.See file dsdata.txt to determine how the superseded data were derived.
 PE2450
 PE2450_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ2794373355(NAD 83)
 PE2450
 PE2450  HISTORY     - Date     Condition        Report By
 PE2450  HISTORY     - UNK      MONUMENTED
 PE2450  HISTORY     - 1942     SEE DESCRIPTION  CGS
 PE2450
 PE2450                          STATION DESCRIPTION
 PE2450
 PE2450'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (HOF)
 PE2450'THE CHURCH HAS BURNED DOWN AND THE STATION IS LOST.  HOWEVER,
 PE2450'THE OLD FOUNDATION WAS FOUND AND THE LOCATION OF THE SPIRE
 PE2450'PRICKED ON THE PHOTOGRAPH, WHICH MIGHT BE OF BENEFIT TO THE AIR
 PE2450'PHOTOGRAPH MAP DRAWING OFFICE.  THE PRESENT SPELLING IS
 PE2450'BOWDOINHAM NOT BOWDINHAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1622 ***********************************************************************
 OC1622  DESIGNATION -  BOWDOIN 2
 OC1622  PID         -  OC1622
 OC1622  STATE/COUNTY-  ME/CUMBERLAND
 OC1622  USGS QUAD   -  PORTLAND EAST (1975)
 OC1622
 OC1622                         *CURRENT SURVEY CONTROL
 OC1622  ___________________________________________________________________
 OC1622* NAD 83(1996)-  43 38 24.80025(N)    070 12 02.82966(W)     ADJUSTED  
 OC1622* NAVD 88     -        37.     (meters)     121.     (feet)  SCALED    
 OC1622  ___________________________________________________________________
 OC1622  LAPLACE CORR-           3.04  (seconds)                    DEFLEC99
 OC1622  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 OC1622
 OC1622  HORZ ORDER  -  THIRD
 OC1622
 OC1622.The horizontal coordinates were established by classical geodetic methods
 OC1622.and adjusted by the National Geodetic Survey in March 1998..
 OC1622
 OC1622.The orthometric height was scaled from a topographic map.
 OC1622
 OC1622.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1622
 OC1622.The geoid height was determined by GEOID03.
 OC1622
 OC1622;                    North         East     Units Scale Factor Converg.
 OC1622;SPC ME W     -    89,640.804   897,247.026   MT  0.99996676   -0 01 24.8
 OC1622;UTM  19      - 4,832,614.848   403,147.863   MT  0.99971538   -0 49 43.5
 OC1622
 OC1622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1622!SPC ME W     -   0.99999832  x   0.99996676  =   0.99996508
 OC1622!UTM  19      -   0.99999832  x   0.99971538  =   0.99971370
 OC1622
 OC1622|---------------------------------------------------------------------|
 OC1622| PID    Reference Object                     Distance      Geod. Az  |
 OC1622|                                                           dddmmss.s |
 OC1622| OC1626 BC BOWDOIN 1941                      28.212 METERS 01030     |
 OC1622| CE7249 BOWDOIN 2 RM 2                       11.751 METERS 07205     |
 OC1622| OC1705 SOUTH RAM USE 1933                  APPROX. 1.2 KM 1173244.8 |
 OC1622| CE7248 BOWDOIN 2 RM 1                        9.757 METERS 16242     |
 OC1622| OC1621 FT LEVETT FLAGPOLE                  258.042 METERS 34445     |
 OC1622|---------------------------------------------------------------------|
 OC1622
 OC1622                          SUPERSEDED SURVEY CONTROL
 OC1622
 OC1622  NAD 83(1992)-  43 38 24.79846(N)    070 12 02.83052(W) AD(       ) 3
 OC1622  NAD 83(1986)-  43 38 24.80449(N)    070 12 02.83616(W) AD(       ) 3
 OC1622  NAD 27      -  43 38 24.50400(N)    070 12 04.68400(W) AD(       ) 3
 OC1622
 OC1622.Superseded values are not recommended for survey control.
 OC1622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1622.See file dsdata.txt to determine how the superseded data were derived.
 OC1622
 OC1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0314832615(NAD 83)
 OC1622_MARKER: Z = SEE DESCRIPTION
 OC1622_SETTING: 0 = UNSPECIFIED SETTING
 OC1622
 OC1622  HISTORY     - Date     Condition        Report By
 OC1622  HISTORY     - 1941     MONUMENTED       CGS
 OC1622
 OC1622                          STATION DESCRIPTION
 OC1622
 OC1622'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1622'STATION IS LOCATED ON THE SE SIDE OF CUSHING ISLAND, AT FORT
 OC1622'LEVETT, ON THE TOP OF THE CONCRETE PARAPET OF BATTERY BOWDOIN,
 OC1622'10 FT. E OF THE W EDGE OF THE CONCRETE PARAPET, AND 21 FT. N
 OC1622'OF THE S EDGE OF THE CONCRETE PARAPET.  IT IS A STANDARD DISK,
 OC1622'STAMPED BOWDOIN 2 1941 AND SET FLUSH IN THE CONCRETE PARAPET.
 OC1622'
 OC1622'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BOWDOIN 2 NO 1
 OC1622'1941 AND SET FLUSH IN THE CONCRETE PARAPET OF BATTERY
 OC1622'BOWDOIN.  IT IS S OF THE STATION, AND AT THE SAME ELEVATION
 OC1622'AS THE STATION.
 OC1622'
 OC1622'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BOWDOIN 2 NO 2 1941
 OC1622'AND SET FLUSH IN THE CONCRETE PARAPET OF BATTERY BOWDOIN.  IT
 OC1622'IS E OF THE STATION, AND AT THE SAME ELEVATION AS THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0598 ***********************************************************************
 OB0598  DESIGNATION -  BOWDOIN COLL CHAPEL S TURRET
 OB0598  PID         -  OB0598
 OB0598  STATE/COUNTY-  ME/CUMBERLAND
 OB0598  USGS QUAD   -  BRUNSWICK (1980)
 OB0598
 OB0598                         *CURRENT SURVEY CONTROL
 OB0598  ___________________________________________________________________
 OB0598* NAD 83(1996)-  43 54 30.05727(N)    069 57 43.50112(W)     ADJUSTED  
 OB0598* NAVD 88     -                                                        
 OB0598  ___________________________________________________________________
 OB0598  LAPLACE CORR-           2.82  (seconds)                    DEFLEC99
 OB0598  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 OB0598
 OB0598  HORZ ORDER  -  THIRD
 OB0598
 OB0598.The horizontal coordinates were established by classical geodetic methods
 OB0598.and adjusted by the National Geodetic Survey in March 1998..
 OB0598
 OB0598
 OB0598.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0598
 OB0598.The geoid height was determined by GEOID03.
 OB0598
 OB0598;                    North         East     Units Scale Factor Converg.
 OB0598;SPC ME W     -   119,450.598   916,433.517   MT  0.99996999   +0 08 30.8
 OB0598;UTM  19      - 4,862,143.303   422,747.017   MT  0.99967340   -0 40 02.1
 OB0598
 OB0598                          SUPERSEDED SURVEY CONTROL
 OB0598
 OB0598  NAD 83(1992)-  43 54 30.05579(N)    069 57 43.50050(W) AD(       ) 4
 OB0598  NAD 83(1986)-  43 54 30.06146(N)    069 57 43.50562(W) AD(       ) 4
 OB0598  NAD 27      -  43 54 29.73300(N)    069 57 45.33200(W) AD(       ) 3
 OB0598
 OB0598.Superseded values are not recommended for survey control.
 OB0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0598.See file dsdata.txt to determine how the superseded data were derived.
 OB0598
 OB0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ2274762143(NAD 83)
 OB0598_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OB0598+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2005
 OB0598
 OB0598  HISTORY     - Date     Condition        Report By
 OB0598  HISTORY     - UNK      MONUMENTED
 OB0598  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0598  HISTORY     - 1959     SEE DESCRIPTION  CGS
 OB0598  HISTORY     - 1990     GOOD             USPSQD
 OB0598  HISTORY     - 20030622 GOOD             GEOCAC
 OB0598  HISTORY     - 20030909 GOOD             USPSQD
 OB0598  HISTORY     - 20050228 GOOD             USPSQD
 OB0598
 OB0598                          STATION DESCRIPTION
 OB0598
 OB0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (HOF)
 OB0598'COMPLETE NEW DESCRIPTION--
 OB0598'
 OB0598'THE BUILDING IS NOW A DARK GREY LIMESTONE STRUCTURE WITH
 OB0598'TURRETS (SPIRES) ON THE W END.  LOCATED ON THE BOWDOIN COLLEGE
 OB0598'CAMPUS.  THE MOST S OF THE TWO SPIRES IS THIS STATION.
 OB0598
 OB0598                          STATION RECOVERY (1959)
 OB0598
 OB0598'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (DCM)
 OB0598'STATION RECOVERED AS DESCRIBED.
 OB0598
 OB0598                          STATION RECOVERY (1990)
 OB0598
 OB0598'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMW)
 OB0598'RECOVERED IN GOOD CONDITION.
 OB0598
 OB0598                          STATION RECOVERY (2003)
 OB0598
 OB0598'RECOVERY NOTE BY GEOCACHING 2003 (KDJ)
 OB0598'RECOVERED AS DESCRIBED.  HEIGHT IS APPROXIMATELY 1.5 FT SHORTER THAN
 OB0598'BEFORE RENOVATION.
 OB0598
 OB0598                          STATION RECOVERY (2003)
 OB0598
 OB0598'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 OB0598'RECOVERED IN GOOD CONDITION.
 OB0598
 OB0598                          STATION RECOVERY (2005)
 OB0598
 OB0598'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMW)
 OB0598'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1057 ***********************************************************************
 PF1057  DESIGNATION -  BOWDOIN NETT MICROWAVE
 PF1057  PID         -  PF1057
 PF1057  STATE/COUNTY-  ME/SAGADAHOC
 PF1057  USGS QUAD   -  LISBON FALLS NORTH (1979)
 PF1057
 PF1057                         *CURRENT SURVEY CONTROL
 PF1057  ___________________________________________________________________
 PF1057* NAD 83(1996)-  44 06 07.27504(N)    070 00 16.99358(W)     ADJUSTED  
 PF1057* NAVD 88     -                                                        
 PF1057  ___________________________________________________________________
 PF1057  LAPLACE CORR-           2.30  (seconds)                    DEFLEC99
 PF1057  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 PF1057
 PF1057  HORZ ORDER  -  THIRD
 PF1057
 PF1057.The horizontal coordinates were established by classical geodetic methods
 PF1057.and adjusted by the National Geodetic Survey in March 1998..
 PF1057
 PF1057
 PF1057.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1057
 PF1057.The geoid height was determined by GEOID03.
 PF1057
 PF1057;                    North         East     Units Scale Factor Converg.
 PF1057;SPC ME W     -   140,961.592   912,966.381   MT  0.99996873   +0 06 45.7
 PF1057;UTM  19      - 4,883,694.878   419,585.454   MT  0.99967953   -0 41 57.3
 PF1057
 PF1057                          SUPERSEDED SURVEY CONTROL
 PF1057
 PF1057  NAD 83(1992)-  44 06 07.27421(N)    070 00 16.99323(W) AD(       ) 4
 PF1057  NAD 83(1986)-  44 06 07.27960(N)    070 00 16.99794(W) AD(       ) 4
 PF1057  NAD 27      -  44 06 06.99437(N)    070 00 18.80146(W) AD(       ) 3
 PF1057
 PF1057.Superseded values are not recommended for survey control.
 PF1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1057.See file dsdata.txt to determine how the superseded data were derived.
 PF1057
 PF1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ1958583695(NAD 83)
 PF1057_MARKER: 45 = MICROWAVE TOWER
 PF1057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PF1057+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2004
 PF1057
 PF1057  HISTORY     - Date     Condition        Report By
 PF1057  HISTORY     - 1975     FIRST OBSERVED   NGS
 PF1057  HISTORY     - 20041116 GOOD             USPSQD
 PF1057
 PF1057                          STATION DESCRIPTION
 PF1057
 PF1057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 PF1057'THE STATION, BOWDOIN NEW ENGLAND TELEPHONE AND TELEGRAPH MICROWAVE,
 PF1057'IS THE TOP-CENTER OF A 110 FOOT, 4 LEGGED, STEEL TOWER WITH A 7
 PF1057'FOOT DIAMETER TOP.  THE TOWER IS LOCATED AT THE TOP OF WHITTEN
 PF1057'HILL ACCESSIBLE VIA A GRAVEL ROAD THE ENTRANCE OF WHICH IS OFF
 PF1057'THE LITCHFIELD CENTER ROAD 4.95 MILES NORTH OF JUNCTION
 PF1057'LITCHFIELD CENTER ROAD AND ROUTE 125.  TOWER IS IN TOWN OF
 PF1057'BOWDOIN.
 PF1057
 PF1057                          STATION RECOVERY (2004)
 PF1057
 PF1057'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMW)
 PF1057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1661 ***********************************************************************
 OC1661  DESIGNATION -  BOWDOIN USE 1911
 OC1661  PID         -  OC1661
 OC1661  STATE/COUNTY-  ME/CUMBERLAND
 OC1661  USGS QUAD   -  PORTLAND EAST (1975)
 OC1661
 OC1661                         *CURRENT SURVEY CONTROL
 OC1661  ___________________________________________________________________
 OC1661* NAD 83(1996)-  43 38 26.42095(N)    070 12 00.27807(W)     ADJUSTED  
 OC1661* NAVD 88     -        37.     (meters)     121.     (feet)  SCALED    
 OC1661  ___________________________________________________________________
 OC1661  LAPLACE CORR-           3.05  (seconds)                    DEFLEC99
 OC1661  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 OC1661
 OC1661  HORZ ORDER  -  THIRD
 OC1661
 OC1661.The horizontal coordinates were established by classical geodetic methods
 OC1661.and adjusted by the National Geodetic Survey in March 1998..
 OC1661
 OC1661.The orthometric height was scaled from a topographic map.
 OC1661
 OC1661.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1661
 OC1661.The geoid height was determined by GEOID03.
 OC1661
 OC1661;                    North         East     Units Scale Factor Converg.
 OC1661;SPC ME W     -    89,690.798   897,304.235   MT  0.99996676   -0 01 23.0
 OC1661;UTM  19      - 4,832,664.021   403,205.754   MT  0.99971524   -0 49 41.8
 OC1661
 OC1661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1661!SPC ME W     -   0.99999832  x   0.99996676  =   0.99996508
 OC1661!UTM  19      -   0.99999832  x   0.99971524  =   0.99971356
 OC1661
 OC1661:                Primary Azimuth Mark                     Grid Az
 OC1661:SPC ME W     -  NORTH RAM USE 1911                       101 00 48.0
 OC1661:UTM  19      -  NORTH RAM USE 1911                       101 49 06.8
 OC1661
 OC1661|---------------------------------------------------------------------|
 OC1661| PID    Reference Object                     Distance      Geod. Az  |
 OC1661|                                                           dddmmss.s |
 OC1661| OC1716 NORTH RAM USE 1911                  APPROX. 1.1 KM 1005925.0 |
 OC1661|---------------------------------------------------------------------|
 OC1661
 OC1661                          SUPERSEDED SURVEY CONTROL
 OC1661
 OC1661  NAD 83(1992)-  43 38 26.41914(N)    070 12 00.27892(W) AD(       ) 3
 OC1661  NAD 83(1986)-  43 38 26.42523(N)    070 12 00.28460(W) AD(       ) 3
 OC1661  NAD 27      -  43 38 26.12100(N)    070 12 02.12800(W) AD(       ) 3
 OC1661
 OC1661.Superseded values are not recommended for survey control.
 OC1661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1661.See file dsdata.txt to determine how the superseded data were derived.
 OC1661
 OC1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0320632664(NAD 83)
 OC1661
 OC1661  HISTORY     - Date     Condition        Report By
 OC1661  HISTORY     - 1911     MONUMENTED       CGS
 OC1661  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1661  HISTORY     - 1941     SEE DESCRIPTION  CGS
 OC1661
 OC1661                          STATION DESCRIPTION
 OC1661
 OC1661'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1661'STATION IS PART OF THE U.S.E.D. FIRE CONTROL TRIANGULATION
 OC1661'OF PORTLAND HARBOR AND WAS FOUND AS DESCRIBED IN THE
 OC1661'U.S.E.D. RECORDS.  IT IS 10.94 METERS TO LEFT OF GUN NO. 3,
 OC1661'21.10 METERS S OF EXTREME N CORNER OF CONCRETE TOP AT REAR OF
 OC1661'BATTERY, 14.18 METERS SE OF REAR INSIDE CORNER OF TRAVERSE TO
 OC1661'LEFT OF GUN NO.3, 10.89 METERS SW FROM MOST NORTHEASTERLY
 OC1661'VENTILATOR AND 6.17 METERS FROM SE EDGE OF CONCRETE AT FRONT
 OC1661'OF THE BATTERY.
 OC1661'
 OC1661'THE STATION IS A DRILL HOLE SURROUNDED BY A TRIANGLE IN THE
 OC1661'CONCRETE PAVED TOP OF BATTERY BOWDOIN NEAR THE HIGHEST POINT
 OC1661'OF CUSHING ISLAND.
 OC1661
 OC1661                          STATION RECOVERY (1941)
 OC1661
 OC1661'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1661'IN THE IMMEDIATE VICINITY OF THE STATION, THE CONCRETE PAVED
 OC1661'TOP OF BATTERY BOWDOIN IS BADLY CRACKED AND THE SURFACE BROKEN
 OC1661'AND PULVERIZING TO SUCH AN EXTENT THAT A DRILL HOLE MARKING
 OC1661'THE STATION COULD NOT BE RECOVERED.
 OC1661'
 OC1661'AFTER A THOROUGH SEARCH, THE STATION WAS CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2453 ***********************************************************************
 PE2453  DESIGNATION -  BOWDOINHAM N MUN TANK
 PE2453  PID         -  PE2453
 PE2453  STATE/COUNTY-  ME/SAGADAHOC
 PE2453  USGS QUAD   -  BOWDOINHAM (1980)
 PE2453
 PE2453                         *CURRENT SURVEY CONTROL
 PE2453  ___________________________________________________________________
 PE2453* NAD 83(1996)-  44 01 05.10003(N)    069 54 53.33113(W)     ADJUSTED  
 PE2453* NAVD 88     -                                                        
 PE2453  ___________________________________________________________________
 PE2453  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 PE2453  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 PE2453
 PE2453  HORZ ORDER  -  THIRD
 PE2453
 PE2453.The horizontal coordinates were established by classical geodetic methods
 PE2453.and adjusted by the National Geodetic Survey in March 1998..
 PE2453
 PE2453
 PE2453.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2453
 PE2453.The geoid height was determined by GEOID03.
 PE2453
 PE2453;                    North         East     Units Scale Factor Converg.
 PE2453;SPC ME W     -   131,653.408   920,193.320   MT  0.99997168   +0 10 30.0
 PE2453;UTM  19      - 4,874,288.090   426,677.753   MT  0.99966612   -0 38 08.6
 PE2453
 PE2453                          SUPERSEDED SURVEY CONTROL
 PE2453
 PE2453  NAD 83(1992)-  44 01 05.09889(N)    069 54 53.33068(W) AD(       ) 4
 PE2453  NAD 83(1986)-  44 01 05.10427(N)    069 54 53.33566(W) AD(       ) 4
 PE2453  NAD 27      -  44 01 04.82474(N)    069 54 55.15200(W) AD(       ) 3
 PE2453
 PE2453.Superseded values are not recommended for survey control.
 PE2453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2453.See file dsdata.txt to determine how the superseded data were derived.
 PE2453
 PE2453_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ2667874288(NAD 83)
 PE2453_MARKER: 53 = ELEVATED TANK
 PE2453_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE2453+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2004
 PE2453
 PE2453  HISTORY     - Date     Condition        Report By
 PE2453  HISTORY     - 1975     FIRST OBSERVED   NGS
 PE2453  HISTORY     - 20041116 GOOD             USPSQD
 PE2453
 PE2453                          STATION DESCRIPTION
 PE2453
 PE2453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 PE2453'THE STATION, BOWDOINHAM MUNICIPAL WATERTANK NORTH, IS THE VENT
 PE2453'STACK ATOP THE 55 FOOT HIGH NORTH TWIN WATERTANKS LOCATED 65
 PE2453'FEET WEST-SOUTHWEST OF CENTERLINE OLD ROUTE 125 WITHIN 0.5 MILES
 PE2453'SOUTH OF INTERSTATE 95 IN THE TOWN OF BOWDOINHAM.
 PE2453
 PE2453                          STATION RECOVERY (2004)
 PE2453
 PE2453'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMW)
 PE2453'OLD RT 125 IS CALLED MAIN ST. THE TANK IS ON PREBLE RD. AND PAINTED
 PE2453'GREEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2452 ***********************************************************************
 PE2452  DESIGNATION -  BOWDOINHAM S MUN TANK
 PE2452  PID         -  PE2452
 PE2452  STATE/COUNTY-  ME/SAGADAHOC
 PE2452  USGS QUAD   -  BOWDOINHAM (1980)
 PE2452
 PE2452                         *CURRENT SURVEY CONTROL
 PE2452  ___________________________________________________________________
 PE2452* NAD 83(1996)-  44 01 04.70097(N)    069 54 53.07150(W)     ADJUSTED  
 PE2452* NAVD 88     -                                                        
 PE2452  ___________________________________________________________________
 PE2452  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 PE2452  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 PE2452
 PE2452  HORZ ORDER  -  THIRD
 PE2452
 PE2452.The horizontal coordinates were established by classical geodetic methods
 PE2452.and adjusted by the National Geodetic Survey in March 1998..
 PE2452
 PE2452
 PE2452.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2452
 PE2452.The geoid height was determined by GEOID03.
 PE2452
 PE2452;                    North         East     Units Scale Factor Converg.
 PE2452;SPC ME W     -   131,641.109   920,199.140   MT  0.99997168   +0 10 30.2
 PE2452;UTM  19      - 4,874,275.714   426,683.397   MT  0.99966611   -0 38 08.4
 PE2452
 PE2452                          SUPERSEDED SURVEY CONTROL
 PE2452
 PE2452  NAD 83(1992)-  44 01 04.69983(N)    069 54 53.07105(W) AD(       ) 4
 PE2452  NAD 83(1986)-  44 01 04.70521(N)    069 54 53.07603(W) AD(       ) 4
 PE2452  NAD 27      -  44 01 04.42562(N)    069 54 54.89241(W) AD(       ) 3
 PE2452
 PE2452.Superseded values are not recommended for survey control.
 PE2452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2452.See file dsdata.txt to determine how the superseded data were derived.
 PE2452
 PE2452_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ2668374276(NAD 83)
 PE2452_MARKER: 53 = ELEVATED TANK
 PE2452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE2452+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2004
 PE2452
 PE2452  HISTORY     - Date     Condition        Report By
 PE2452  HISTORY     - 1975     FIRST OBSERVED   NGS
 PE2452  HISTORY     - 20041116 GOOD             USPSQD
 PE2452
 PE2452                          STATION DESCRIPTION
 PE2452
 PE2452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 PE2452'THE STATION, BOWDOINHAM MUNICIPAL WATERTANK SOUTH, IS THE VENT
 PE2452'STACK ATOP THE 55 FOOT HIGH TWIN WATERTANKS LOCATED 65 FEET
 PE2452'WEST-SOUTHWEST OF CENTERLINE OF OLD ROUTE 125 WITHIN 0.5 MILES
 PE2452'SOUTH OF INTERSTATE 95 IN THE TOWN OF BOWDOINHAM.
 PE2452
 PE2452                          STATION RECOVERY (2004)
 PE2452
 PE2452'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMW)
 PE2452'OLD RT 125 IS CALLED MAIN ST. THE TANK IS ON PREBLE RD. AND IS PAINTED
 PE2452'GREEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1862 ***********************************************************************
 PE1862  DESIGNATION -  BOWES
 PE1862  PID         -  PE1862
 PE1862  STATE/COUNTY-  ME/HANCOCK
 PE1862  USGS QUAD   -  SWANS ISLAND (1983)
 PE1862
 PE1862                         *CURRENT SURVEY CONTROL
 PE1862  ___________________________________________________________________
 PE1862* NAD 83(1996)-  44 12 06.67701(N)    068 27 14.69894(W)     ADJUSTED  
 PE1862* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 PE1862  ___________________________________________________________________
 PE1862  LAPLACE CORR-           4.92  (seconds)                    DEFLEC99
 PE1862  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 PE1862
 PE1862  HORZ ORDER  -  SECOND
 PE1862
 PE1862.The horizontal coordinates were established by classical geodetic methods
 PE1862.and adjusted by the National Geodetic Survey in March 1998..
 PE1862
 PE1862.The orthometric height was scaled from a topographic map.
 PE1862
 PE1862.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1862
 PE1862.The geoid height was determined by GEOID03.
 PE1862
 PE1862;                    North         East     Units Scale Factor Converg.
 PE1862;SPC ME E     -    59,460.337   303,669.949   MT  0.99990017   +0 01 55.2
 PE1862;UTM  19      - 4,894,437.680   543,619.764   MT  0.99962340   +0 22 50.2
 PE1862
 PE1862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1862!SPC ME E     -   1.00000371  x   0.99990017  =   0.99990388
 PE1862!UTM  19      -   1.00000371  x   0.99962340  =   0.99962711
 PE1862
 PE1862:                Primary Azimuth Mark                     Grid Az
 PE1862:SPC ME E     -  SHIP AND BARGES LEDGE N BEACON           032 49 54.1
 PE1862:UTM  19      -  SHIP AND BARGES LEDGE N BEACON           032 28 59.1
 PE1862
 PE1862|---------------------------------------------------------------------|
 PE1862| PID    Reference Object                     Distance      Geod. Az  |
 PE1862|                                                           dddmmss.s |
 PE1862| PE1848 SHIP AND BARGES LEDGE N BEACON      APPROX. 3.3 KM 0325149.3 |
 PE1862| PE1849 SHIP AND BARGE BEACON               APPROX. 3.2 KM 0343855.2 |
 PE1862| CE7808 BOWES RM 1                            5.035 METERS 05238     |
 PE1862| PE1835 BASS HARBOR HEAD LIGHTHOUSE         APPROX. 9.6 KM 0762954.2 |
 PE1862| PE1857 SWAN ISLAND CHURCH SPIRE            APPROX. 4.6 KM 1352633.1 |
 PE1862| CE7809 BOWES RM 2                            5.796 METERS 32137     |
 PE1862| PE1920 BAR ISLAND 2                        APPROX. 6.0 KM 3573338.1 |
 PE1862|---------------------------------------------------------------------|
 PE1862
 PE1862                          SUPERSEDED SURVEY CONTROL
 PE1862
 PE1862  NAD 83(1992)-  44 12 06.68485(N)    068 27 14.68568(W) AD(       ) 2
 PE1862  NAD 83(1986)-  44 12 06.68585(N)    068 27 14.69058(W) AD(       ) 2
 PE1862  NAD 27      -  44 12 06.39500(N)    068 27 16.61600(W) AD(       ) 2
 PE1862
 PE1862.Superseded values are not recommended for survey control.
 PE1862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1862.See file dsdata.txt to determine how the superseded data were derived.
 PE1862
 PE1862_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ4362094438(NAD 83)
 PE1862
 PE1862  HISTORY     - Date     Condition        Report By
 PE1862  HISTORY     - 1934     MONUMENTED       CGS
 PE1862  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE1862
 PE1862                          STATION DESCRIPTION
 PE1862
 PE1862'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1862'THE STATION IS ON THE EXTREME NE POINT OF BLACK ISLAND WHICH
 PE1862'LIES ON THE N SIDE OF CASCO PASSAGE IN BLUE HILL BAY ABOUT A
 PE1862'MILE N OF SWAN ISLAND.  THE STATION AND ITS REFERENCE MARKS
 PE1862'ARE ON LARGE, SMOOTH, FLAT LEDGES, THE STATION BEING ABOUT 10
 PE1862'METERS ABOVE HIGH-WATER LINE, AND 3 METERS NE OF THE TREE LINE.
 PE1862'
 PE1862'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 PE1862'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 PE1862'
 PE1862'REFERENCE MARK NO. 1 IS NE OF THE STATION AND REFERENCE MARK
 PE1862'NO. 2 IS NW OF THE STATION.  THE ROCKS USED TO ANCHOR THE SIGNAL
 PE1862'MAY HELP TO IDENTIFY THE LOCATION OF THE STATION.
 PE1862'
 PE1862'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 PE1862
 PE1862                          STATION RECOVERY (1944)
 PE1862
 PE1862'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1862'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED IN GOOD
 PE1862'CONDITION.  DISTANCES TO REFERENCE MARKS MEASURED AND CHECKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0558 ***********************************************************************
 OB0558  DESIGNATION -  BOWKER
 OB0558  PID         -  OB0558
 OB0558  STATE/COUNTY-  ME/SAGADAHOC
 OB0558  USGS QUAD   -  PHIPPSBURG (1957)
 OB0558
 OB0558                         *CURRENT SURVEY CONTROL
 OB0558  ___________________________________________________________________
 OB0558* NAD 83(1996)-  43 49 59.14283(N)    069 49 08.05157(W)     ADJUSTED  
 OB0558* NAVD 88     -        44.     (meters)     144.     (feet)  SCALED    
 OB0558  ___________________________________________________________________
 OB0558  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 OB0558  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 OB0558
 OB0558  HORZ ORDER  -  THIRD
 OB0558
 OB0558.The horizontal coordinates were established by classical geodetic methods
 OB0558.and adjusted by the National Geodetic Survey in March 1998..
 OB0558
 OB0558.The orthometric height was scaled from a topographic map.
 OB0558
 OB0558.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0558
 OB0558.The geoid height was determined by GEOID03.
 OB0558
 OB0558;                    North         East     Units Scale Factor Converg.
 OB0558;SPC ME W     -   111,127.865   927,969.931   MT  0.99997629   +0 14 27.1
 OB0558;UTM  19      - 4,853,661.229   434,161.297   MT  0.99965331   -0 34 01.8
 OB0558
 OB0558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0558!SPC ME W     -   0.99999717  x   0.99997629  =   0.99997346
 OB0558!UTM  19      -   0.99999717  x   0.99965331  =   0.99965048
 OB0558
 OB0558|---------------------------------------------------------------------|
 OB0558| PID    Reference Object                     Distance      Geod. Az  |
 OB0558|                                                           dddmmss.s |
 OB0558| CE7252 BOWKER RM                             5.730 METERS 00327     |
 OB0558| OB0556 CUTTINGS DRUMMOND BARN W END        APPROX. 0.7 KM 0224652.7 |
 OB0558| OB0547 LEES IS CUSHINGS HSE CEN CHIM       APPROX. 1.1 KM 1115939.6 |
 OB0558| OB0546 SQUIRREL POINT LIGHT                APPROX. 2.3 KM 1441039.9 |
 OB0558| OB0548 PHIPPSBURG SPIRE                    APPROX. 1.7 KM 1542655.5 |
 OB0558| OB0541 COXES HEAD FLAGPOLE                 APPROX. 7.7 KM 1614851.4 |
 OB0558| OB0557 BOWKERS HOUSE                       238.381 METERS 18905     |
 OB0558| CE7250 BOWKER RM 1                           4.876 METERS 29544     |
 OB0558| CE7251 BOWKER RM 2                           5.468 METERS 35805     |
 OB0558|---------------------------------------------------------------------|
 OB0558
 OB0558                          SUPERSEDED SURVEY CONTROL
 OB0558
 OB0558  NAD 83(1992)-  43 49 59.14111(N)    069 49 08.05000(W) AD(       ) 3
 OB0558  NAD 83(1986)-  43 49 59.14670(N)    069 49 08.05545(W) AD(       ) 3
 OB0558  NAD 27      -  43 49 58.85600(N)    069 49 09.87700(W) AD(       ) 3
 OB0558
 OB0558.Superseded values are not recommended for survey control.
 OB0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0558.See file dsdata.txt to determine how the superseded data were derived.
 OB0558
 OB0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3416153661(NAD 83)
 OB0558
 OB0558  HISTORY     - Date     Condition        Report By
 OB0558  HISTORY     - 1856     MONUMENTED       CGS
 OB0558  HISTORY     - 1913     SEE DESCRIPTION  CGS
 OB0558  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0558  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0558
 OB0558                          STATION DESCRIPTION
 OB0558
 OB0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 OB0558'ON THE HIGHEST PART OF A BARE ROCKY HILL W OF THE ROAD FROM BATH
 OB0558'TO PHIPPSBURG AND ABOUT 400 YARDS N OF THE MEADOWBROOK ROAD.  THE
 OB0558'LAND IS OWNED BY H.W. CUTTING, WHO LIVES ON THE BATH-PHIPPSBURG
 OB0558'ROAD ABOUT 5 MILES FROM BATH.  THERE IS A GROUP OF PINE TREES ON
 OB0558'THE STEEP SLOPE AT THE N END OF THE RIDGE, 100 METERS N OF THE
 OB0558'STATION, AND 160 METERS N OF THE STATION A STONE FENCE CROSSES
 OB0558'THE RIDGE.  STATION AND REFERENCE MARKS ARE STANDARD BRONZE
 OB0558'DISKS WEDGED IN DRILL HOLES IN BOULDERS.  THE REFERENCE MARK IS
 OB0558'5.73 METERS FROM THE STATION, IN AZIMUTH 183 DEG 27 MIN 35
 OB0558'SEC.  A PILE OF ROCK WAS MADE OVER THE STATION.  OTHER AZIMUTHS
 OB0558'ARE AS FOLLOWS--CHIMNEY OF HOUSE (TWO IN LINE) 1/2 MILE
 OB0558'DISTANT, 358 DEG 25 MIN.  CHIMNEY OF JOHN FRISBEES HOUSE, 37 DEG
 OB0558'26 MIN.  CHIMNEY OF H.W. CUTTINGS HOUSE, 1/2 MILE DISTANT, 232 DEG
 OB0558'20 MIN.
 OB0558
 OB0558                          STATION RECOVERY (1934)
 OB0558
 OB0558'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0558'STATION WAS RECOVERED AS DESCRIBED.
 OB0558'
 OB0558'THE OLD REFERENCE MARK WAS SLIGHTLY LOOSE AND THE TOP BROKE
 OB0558'WHEN AN ATTEMPT WAS MADE TO REMOVE IT.  TWO NEW REFERENCE MARKS,
 OB0558'STANDARD BRONZE DISKS WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK,
 OB0558'WERE ESTABLISHED.  THE RIDGE IS BARE AT THE STATION BUT LINES HAD
 OB0558'TO BE CLEARED THROUGH SURROUNDING TREES TO SEE GILMORES HILL AND
 OB0558'PHIPPSBURG SPIRE.
 OB0558'
 OB0558'TO REACH FROM BATH GO S ON HIGHWAY 209, 5.9 MILES FROM THE
 OB0558'COURTHOUSE SQUARE MONUMENT, AND TURN RIGHT JUST S OF AN OLD BRICK
 OB0558'HOUSE ON RIGHT.  FOLLOW THIS ROAD 0.35 MILE TO THE HOUSE OF
 OB0558'G.C. BEALS ON LEFT.  50 METERS BEYOND THIS HOUSE TAKE ROAD UPHILL
 OB0558'ON RIGHT.  FOLLOW THIS ROAD ABOUT 100 METERS TO AN OLD ABANDONED
 OB0558'WELL AND CELLAR.  FROM THIS POINT WALK 40 METERS NE TO GATE IN
 OB0558'STONE FENCE, AND 225 METERS NE TO SUMMIT OF RIDGE AND STATION.
 OB0558
 OB0558                          STATION RECOVERY (1942)
 OB0558
 OB0558'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OB0558'RECOVERED AS DESCRIBED.  DESCRIPTION IS COMPLETE AND ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0557 ***********************************************************************
 OB0557  DESIGNATION -  BOWKERS HOUSE
 OB0557  PID         -  OB0557
 OB0557  STATE/COUNTY-  ME/SAGADAHOC
 OB0557  USGS QUAD   -  PHIPPSBURG (1957)
 OB0557
 OB0557                         *CURRENT SURVEY CONTROL
 OB0557  ___________________________________________________________________
 OB0557* NAD 83(1996)-  43 49 51.51583(N)    069 49 09.73444(W)     ADJUSTED  
 OB0557* NAVD 88     -                                                        
 OB0557  ___________________________________________________________________
 OB0557  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 OB0557  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 OB0557
 OB0557  HORZ ORDER  -  THIRD
 OB0557
 OB0557.The horizontal coordinates were established by classical geodetic methods
 OB0557.and adjusted by the National Geodetic Survey in March 1998..
 OB0557
 OB0557
 OB0557.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0557
 OB0557.The geoid height was determined by GEOID03.
 OB0557
 OB0557;                    North         East     Units Scale Factor Converg.
 OB0557;SPC ME W     -   110,892.318   927,933.321   MT  0.99997626   +0 14 25.9
 OB0557;UTM  19      - 4,853,426.298   434,121.383   MT  0.99965338   -0 34 02.9
 OB0557
 OB0557                          SUPERSEDED SURVEY CONTROL
 OB0557
 OB0557  NAD 83(1992)-  43 49 51.51410(N)    069 49 09.73287(W) AD(       ) 4
 OB0557  NAD 83(1986)-  43 49 51.51968(N)    069 49 09.73834(W) AD(       ) 4
 OB0557  NAD 27      -  43 49 51.23000(N)    069 49 11.58000(W) AD(       ) 3
 OB0557
 OB0557.Superseded values are not recommended for survey control.
 OB0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0557.See file dsdata.txt to determine how the superseded data were derived.
 OB0557
 OB0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3412153426(NAD 83)
 OB0557
 OB0557  HISTORY     - Date     Condition        Report By
 OB0557  HISTORY     - UNK      MONUMENTED
 OB0557  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0557  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0557
 OB0557                          STATION DESCRIPTION
 OB0557
 OB0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0557'STATION IS LOST.  THERE IS AN OLD STONE CELLAR ABOUT 200 METERS S
 OB0557'BY W FROM STATION BOWKER 1856 WHICH WAS THE LOCATION OF THE OLD
 OB0557'HOUSE.
 OB0557
 OB0557                          STATION RECOVERY (1942)
 OB0557
 OB0557'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OB0557'THERE IS AN OLD STONE CELLAR ABOUT 200 METERS S BY W FROM STATION
 OB0557'BOWKER 1856, WHICH APPARENTLY WAS THE LOCATION OF THE OLD HOUSE.  IF
 OB0557'THE AIR COMPILATION OFFICE CAN VERIFY THIS POSITION THE STATION
 OB0557'SHOULD BE LISTED AS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0492 ***********************************************************************
 QH0492  DESIGNATION -  BOWMAN IBC
 QH0492  PID         -  QH0492
 QH0492  STATE/COUNTY-  ME/OXFORD
 QH0492  USGS QUAD   -  MOOSE BOG (1989)
 QH0492
 QH0492                         *CURRENT SURVEY CONTROL
 QH0492  ___________________________________________________________________
 QH0492* NAD 83(1996)-  45 17 06.77387(N)    071 03 12.44228(W)     ADJUSTED  
 QH0492* NAVD 88     -       786.     (meters)    2579.     (feet)  SCALED    
 QH0492  ___________________________________________________________________
 QH0492  LAPLACE CORR-           4.21  (seconds)                    DEFLEC99
 QH0492  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 QH0492
 QH0492  HORZ ORDER  -  THIRD
 QH0492
 QH0492.The horizontal coordinates were established by classical geodetic methods
 QH0492.and adjusted by the National Geodetic Survey in March 1998..
 QH0492
 QH0492.The orthometric height was scaled from a topographic map.
 QH0492
 QH0492.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0492
 QH0492.The geoid height was determined by GEOID03.
 QH0492
 QH0492;                    North         East     Units Scale Factor Converg.
 QH0492;SPC ME W     -   272,810.440   830,429.557   MT  1.00002615   -0 37 48.7
 QH0492;UTM  19      - 5,016,686.085   338,961.493   MT  0.99991887   -1 27 34.3
 QH0492
 QH0492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0492!SPC ME W     -   0.99988086  x   1.00002615  =   0.99990701
 QH0492!UTM  19      -   0.99988086  x   0.99991887  =   0.99979974
 QH0492
 QH0492:                Primary Azimuth Mark                     Grid Az
 QH0492:SPC ME W     -  NICOLLET                                 058 43 37.7
 QH0492:UTM  19      -  NICOLLET                                 059 33 23.3
 QH0492
 QH0492|---------------------------------------------------------------------|
 QH0492| PID    Reference Object                     Distance      Geod. Az  |
 QH0492|                                                           dddmmss.s |
 QH0492| QH0381 NICOLLET                            APPROX. 5.9 KM 0580549.0 |
 QH0492|---------------------------------------------------------------------|
 QH0492
 QH0492                          SUPERSEDED SURVEY CONTROL
 QH0492
 QH0492  NAD 83(1992)-  45 17 06.77355(N)    071 03 12.44021(W) AD(       ) 3
 QH0492  NAD 83(1992)-  45 17 06.77959(N)    071 03 12.43564(W) AD(       ) 3
 QH0492  NAD 83(1986)-  45 17 06.77797(N)    071 03 12.43761(W) AD(       ) 3
 QH0492  NAD 27      -  45 17 06.61100(N)    071 03 14.18000(W) AD(       ) 3
 QH0492
 QH0492.Superseded values are not recommended for survey control.
 QH0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0492.See file dsdata.txt to determine how the superseded data were derived.
 QH0492
 QH0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL3896116686(NAD 83)
 QH0492_MARKER: DD = SURVEY DISK
 QH0492_SETTING: 80 = SET IN A BOULDER
 QH0492_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QH0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0492+STABILITY: SURFACE MOTION
 QH0492
 QH0492  HISTORY     - Date     Condition        Report By
 QH0492  HISTORY     - 1916     MONUMENTED       IBC
 QH0492
 QH0492                          STATION DESCRIPTION
 QH0492
 QH0492'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1916 (JH)
 QH0492'IN TOWNSHIP 4, RANGE 6, ON A LOW PEAK ABOUT 2 MILES SOUTH OF MONUMENT
 QH0492'474 AND WEST OF THE MAGALLOWAY ROAD.  THE STATION IS ON THE HIGHEST
 QH0492'POST OF THE PEAK.
 QH0492'
 QH0492'STATION MARK--A BRONZE DISK CEMENTED IN A DRILL HOLE IN A ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0441 ***********************************************************************
 OB0441  DESIGNATION -  BOWMANS FLAGPOLE
 OB0441  PID         -  OB0441
 OB0441  STATE/COUNTY-  ME/LINCOLN
 OB0441  USGS QUAD   -  BOOTHBAY HARBOR (1997)
 OB0441
 OB0441                         *CURRENT SURVEY CONTROL
 OB0441  ___________________________________________________________________
 OB0441* NAD 83(1996)-  43 48 19.11797(N)    069 37 47.69647(W)     ADJUSTED  
 OB0441* NAVD 88     -                                                        
 OB0441  ___________________________________________________________________
 OB0441  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 OB0441  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 OB0441
 OB0441  HORZ ORDER  -  THIRD
 OB0441
 OB0441.The horizontal coordinates were established by classical geodetic methods
 OB0441.and adjusted by the National Geodetic Survey in March 1998..
 OB0441
 OB0441
 OB0441.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0441
 OB0441.The geoid height was determined by GEOID03.
 OB0441
 OB0441;                    North         East     Units Scale Factor Converg.
 OB0441;SPC ME W     -   108,122.098   943,189.865   MT  0.99998960   +0 22 17.6
 OB0441;UTM  19      - 4,850,442.283   449,332.176   MT  0.99963158   -0 26 09.8
 OB0441
 OB0441                          SUPERSEDED SURVEY CONTROL
 OB0441
 OB0441  NAD 83(1992)-  43 48 19.11565(N)    069 37 47.69181(W) AD(       ) 4
 OB0441  NAD 83(1986)-  43 48 19.12114(N)    069 37 47.69769(W) AD(       ) 4
 OB0441  NAD 27      -  43 48 18.70000(N)    069 37 49.38000(W) AD(       ) 3
 OB0441
 OB0441.Superseded values are not recommended for survey control.
 OB0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0441.See file dsdata.txt to determine how the superseded data were derived.
 OB0441
 OB0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ4933250442(NAD 83)
 OB0441
 OB0441  HISTORY     - Date     Condition        Report By
 OB0441  HISTORY     - UNK      MONUMENTED
 OB0441  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0441  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0441
 OB0441                          STATION DESCRIPTION
 OB0441
 OB0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0441'THIS STATION IS LOST.
 OB0441
 OB0441                          STATION RECOVERY (1942)
 OB0441
 OB0441'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (HOF)
 OB0441'STATION SEARCHED FOR AND FOUND THAT FLAGPOLE HAD BEEN REMOVED
 OB0441'SEVERAL YEARS AGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0759 ***********************************************************************
 QF0759  DESIGNATION -  BOX
 QF0759  PID         -  QF0759
 QF0759  STATE/COUNTY-  ME/WASHINGTON
 QF0759  USGS QUAD   -  CALAIS (1977)
 QF0759
 QF0759                         *CURRENT SURVEY CONTROL
 QF0759  ___________________________________________________________________
 QF0759* NAD 83(1996)-  45 11 12.14589(N)    067 16 02.89118(W)     ADJUSTED  
 QF0759* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 QF0759  ___________________________________________________________________
 QF0759  LAPLACE CORR-           3.65  (seconds)                    DEFLEC99
 QF0759  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 QF0759
 QF0759  HORZ ORDER  -  THIRD
 QF0759
 QF0759.The horizontal coordinates were established by classical geodetic methods
 QF0759.and adjusted by the National Geodetic Survey in March 1998..
 QF0759
 QF0759.The orthometric height was scaled from a topographic map.
 QF0759
 QF0759.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0759
 QF0759.The geoid height was determined by GEOID03.
 QF0759
 QF0759;                    North         East     Units Scale Factor Converg.
 QF0759;SPC ME E     -   169,629.980   396,855.249   MT  1.00001531   +0 52 28.0
 QF0759;UTM  19      - 5,005,151.587   636,105.576   MT  0.99982778   +1 13 45.3
 QF0759
 QF0759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0759!SPC ME E     -   1.00000227  x   1.00001531  =   1.00001758
 QF0759!UTM  19      -   1.00000227  x   0.99982778  =   0.99983005
 QF0759
 QF0759:                Primary Azimuth Mark                     Grid Az
 QF0759:SPC ME E     -  HOSPITAL IBC                             004 16 36.4
 QF0759:UTM  19      -  HOSPITAL IBC                             003 55 19.1
 QF0759
 QF0759|---------------------------------------------------------------------|
 QF0759| PID    Reference Object                     Distance      Geod. Az  |
 QF0759|                                                           dddmmss.s |
 QF0759| QF0773 HOSPITAL IBC                        APPROX. 0.6 KM 0050904.4 |
 QF0759| QF0824 HALEY IBC                           475.262 METERS 0304351.7 |
 QF0759| QF0760 REFERENCE MON 229                    72.400 METERS 11152     |
 QF0759| QF0756 YOUNG                               APPROX. 0.7 KM 1251448.1 |
 QF0759| CE8807 BOX RM 1                             14.959 METERS 18110     |
 QF0759| QF0758 CALAIS CONG CHURCH SPIRE            APPROX. 0.7 KM 2732141.6 |
 QF0759| QF0775 ST STEPHEN METH CH SPIRE IBC        APPROX. 1.1 KM 3242435.5 |
 QF0759| CE8808 BOX RM 2                              8.395 METERS 33757     |
 QF0759|---------------------------------------------------------------------|
 QF0759
 QF0759                          SUPERSEDED SURVEY CONTROL
 QF0759
 QF0759  NAD 83(1992)-  45 11 12.14056(N)    067 16 02.88910(W) AD(       ) 3
 QF0759  NAD 83(1986)-  45 11 12.14353(N)    067 16 02.89366(W) AD(       ) 3
 QF0759  NAD 27      -  45 11 11.87300(N)    067 16 04.92700(W) AD(       ) 3
 QF0759
 QF0759.Superseded values are not recommended for survey control.
 QF0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0759.See file dsdata.txt to determine how the superseded data were derived.
 QF0759
 QF0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL3610605152(NAD 83)
 QF0759_MARKER: DH = HORIZONTAL CONTROL DISK
 QF0759_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 QF0759_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 QF0759
 QF0759  HISTORY     - Date     Condition        Report By
 QF0759  HISTORY     - 1909     MONUMENTED       IBC
 QF0759  HISTORY     - 1921     SEE DESCRIPTION  CGS
 QF0759  HISTORY     - 1935     SEE DESCRIPTION  MEGS
 QF0759  HISTORY     - 1946     MARK NOT FOUND   IBC
 QF0759
 QF0759                          STATION DESCRIPTION
 QF0759
 QF0759'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JEM)
 QF0759'ON THE SOUTH BANK OF THE ST CROIX RIVER IN THE EASTERN PART OF CALAIS.
 QF0759'STATION IS ON THE WEST SIDE OF AND NEAR THE RIVER END OF BARKER
 QF0759'STREET, ABOUT 40 METERS FROM THE WATER TO THE WESTWARD, AND ABOUT THE
 QF0759'SAME DISTANCE FROM THE WATER TO THE NORTHWARD.
 QF0759'
 QF0759'STATION MARK--A BRONZE DISK SET IN THE TOP OF A GRANITE POST 15
 QF0759'CENTIMETERS SQUARE AND 60 CENTIMETERS LONG SET 50 CENTIMETERS IN THE
 QF0759'GROUND.  THE LETTERS---U.S.R.M.---ARE CUT, ONE LETTER IN EACH OF THE
 QF0759'VERTICAL SIDES OF THE POST.  THE SUBSURFACE MARK IS A CONCRETE-FILLED
 QF0759'TILE SET UNDER THE GRANITE POST.  A CROSS IN THE TOP OF A
 QF0759'CEMENT-FILLED TILE IS SET FLUSH WITH THE GROUND AT THE NORTHEAST
 QF0759'CORNER OF ADAMS BOX FACTORY S 1 10 W, 14.96 METERS FROM THE STATION,
 QF0759'AND A CROSS WITHIN A TRIANGLE IS CUT ON A FLAT GRAY STONE NORTH 22
 QF0759'02 WEST, 8.40 METERS FROM THE STATION.
 QF0759
 QF0759                          STATION RECOVERY (1921)
 QF0759
 QF0759'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1921
 QF0759'STATION IS ON THE S BANK OF THE ST. CROIX RIVER IN THE EASTERN
 QF0759'PART OF CALAIS.  THE STATION IS ON THE W SIDE OF AND NEAR THE
 QF0759'RIVER END OF BARKER STREET, ABOUT 40 METERS FROM THE WATER TO
 QF0759'THE WESTWARD, AND ABOUT THE SAME DISTANCE FROM THE WATER TO
 QF0759'THE NORTHWARD.
 QF0759'
 QF0759'THE STATION MARK IS A BRONZE DISK SET IN THE TOP OF A GRANITE
 QF0759'POST 15 CENTIMETERS SQUARE AND 60 CENTIMETERS LONG SET 50
 QF0759'CENTIMETERS IN THE GROUND.  THE LETTERS U.S.R.M. ARE CUT, ONE
 QF0759'LETTER IN EACH OF THE VERTICAL SIDES OF THE POST.  THE SUBSURFACE
 QF0759'MARK IS A CONCRETE-FILLED TILE SET UNDER THE GRANITE POST.  A
 QF0759'CROSS IN THE TOP OF A CEMENT-FILLED TILE IS SET FLUSH WITH THE
 QF0759'GROUND AT THE NE CORNER OF ADAMS BOX FACTORY S 1 DEG 10 MIN W,
 QF0759'14.96 METERS FROM THE STATION, AND A CROSS WITHIN A TRIANGLE
 QF0759'IS CUT ON A FLAT GRAY STONE N 22 DEG 02 MIN W, 8.40 METERS
 QF0759'FROM THE STATION.
 QF0759
 QF0759                          STATION RECOVERY (1935)
 QF0759
 QF0759'RECOVERY NOTE BY MAINE GEODETIC SURVEY 1935
 QF0759'THIS STATION DESTROYED.
 QF0759
 QF0759                          STATION RECOVERY (1946)
 QF0759
 QF0759'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF0759'STATION LOST.
 QF0759'
 QF0759'REFERENCE MARK 2 RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0037 ***********************************************************************
 QF0037  DESIGNATION -  BOX 2 IBC
 QF0037  PID         -  QF0037
 QF0037  STATE/COUNTY-  ME/WASHINGTON
 QF0037  USGS QUAD   -  CALAIS (1977)
 QF0037
 QF0037                         *CURRENT SURVEY CONTROL
 QF0037  ___________________________________________________________________
 QF0037* NAD 83(1996)-  45 11 12.90113(N)    067 16 00.48088(W)     ADJUSTED  
 QF0037* NAVD 88     -         5.586  (meters)      18.33   (feet)  ADJUSTED  
 QF0037  ___________________________________________________________________
 QF0037  LAPLACE CORR-           3.65  (seconds)                    DEFLEC99
 QF0037  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 QF0037  DYNAMIC HT  -           5.586 (meters)      18.33  (feet)  COMP
 QF0037  MODELED GRAV-     980,620.8   (mgal)                       NAVD 88
 QF0037
 QF0037  HORZ ORDER  -  THIRD
 QF0037  VERT ORDER  -  FIRST     CLASS I
 QF0037
 QF0037.The horizontal coordinates were established by classical geodetic methods
 QF0037.and adjusted by the National Geodetic Survey in March 1998..
 QF0037
 QF0037.The orthometric height was determined by differential leveling
 QF0037.and adjusted by the National Geodetic Survey in June 1991..
 QF0037.WARNING-Repeat measurements at this control monument indicate possible
 QF0037.vertical movement.
 QF0037
 QF0037.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0037
 QF0037.The geoid height was determined by GEOID03.
 QF0037
 QF0037.The dynamic height is computed by dividing the NAVD 88
 QF0037.geopotential number by the normal gravity value computed on the
 QF0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0037.degrees latitude (g = 980.6199 gals.).
 QF0037
 QF0037.The modeled gravity was interpolated from observed gravity values.
 QF0037
 QF0037;                    North         East     Units Scale Factor Converg.
 QF0037;SPC ME E     -   169,654.096   396,907.506   MT  1.00001543   +0 52 29.7
 QF0037;UTM  19      - 5,005,176.022   636,157.673   MT  0.99982795   +1 13 47.1
 QF0037
 QF0037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0037!SPC ME E     -   1.00000277  x   1.00001543  =   1.00001820
 QF0037!UTM  19      -   1.00000277  x   0.99982795  =   0.99983072
 QF0037
 QF0037:                Primary Azimuth Mark                     Grid Az
 QF0037:SPC ME E     -  CROCKER IBC                              084 11 43.0
 QF0037:UTM  19      -  CROCKER IBC                              083 50 25.6
 QF0037
 QF0037|---------------------------------------------------------------------|
 QF0037| PID    Reference Object                     Distance      Geod. Az  |
 QF0037|                                                           dddmmss.s |
 QF0037| QF0772 CROCKER IBC                         APPROX. 0.8 KM 0850412.7 |
 QF0037|---------------------------------------------------------------------|
 QF0037
 QF0037                          SUPERSEDED SURVEY CONTROL
 QF0037
 QF0037  NAD 83(1992)-  45 11 12.89580(N)    067 16 00.47879(W) AD(       ) 3
 QF0037  NAD 83(1986)-  45 11 12.89878(N)    067 16 00.48333(W) AD(       ) 3
 QF0037  NAD 27      -  45 11 12.62800(N)    067 16 02.51600(W) AD(       ) 3
 QF0037
 QF0037.Superseded values are not recommended for survey control.
 QF0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0037.See file dsdata.txt to determine how the superseded data were derived.
 QF0037
 QF0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL3615805176(NAD 83)
 QF0037_MARKER: DD = SURVEY DISK
 QF0037_SETTING: 66 = SET IN ROCK OUTCROP
 QF0037_SP_SET: BEDROCK
 QF0037_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0037+STABILITY: POSITION/ELEVATION WELL
 QF0037
 QF0037  HISTORY     - Date     Condition        Report By
 QF0037  HISTORY     - 1946     MONUMENTED       CGS
 QF0037  HISTORY     - 1966     GOOD             NGS
 QF0037  HISTORY     - 1978     GOOD             NGS
 QF0037  HISTORY     - 1978     GOOD             DMA
 QF0037
 QF0037                          STATION DESCRIPTION
 QF0037
 QF0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (NWS)
 QF0037'STATION IS IN CALAIS, MAINE, NEAR THE ST. CROIX RIVER END OF
 QF0037'BARKER STREET EXTENDED, THE FIRST STREET WEST OF THE STREET
 QF0037'LEADING BETWEEN THE EAST ENDS OF CALAIS AND MILLTOWN, 24 FEET SOUTH
 QF0037'OF THE DEAD RIVER OIL COMPANYS GASOLINE PIPE LINES FROM THE
 QF0037'RIVER TO THEIR OIL TANKS.  THE STATION IS JUST ABOVE THE
 QF0037'HIGH-WATER LINE OF THE RIVER, ON A SMALL ROCK MOUND COVERED WITH
 QF0037'IRON SLAG, WHICH MAKES A SHEER 3-FOOT DROP ON THE NORTH SIDE.
 QF0037'
 QF0037'STATION MARK IS AN I.B.C. BRONZE STATION DISK CEMENTED IN A
 QF0037'DRILL HOLE IN THE ROCK.
 QF0037
 QF0037                          STATION RECOVERY (1966)
 QF0037
 QF0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 QF0037'AT CALAIS.
 QF0037'AT CALAIS, ABOUT 0.15 MILE NORTHEAST ALONG BARKER STREET FROM
 QF0037'THE JUNCTION OF U.S. HIGHWAY 1, ALONG THE SOUTH SIDE OF THE ST.
 QF0037'CROIX RIVER, NEAR THE NORTHEAST END OF BARKER STREET, IN THE
 QF0037'TOP OF A 12-BY-22-FOOT EXPOSED PORTION OF BEDROCK, 70 FEET
 QF0037'SOUTHEAST OF THE EXTENDED CENTER LINE OF THE STREET, 24 FEET
 QF0037'SOUTHEAST OF THE SOUTHEAST ONE OF THREE PIPELINES, 3 FEET
 QF0037'SOUTHEAST OF THE NORTHWEST EDGE OF THE ROCK, AND ABOUT 3 FEET
 QF0037'ABOVE THE LEVEL OF THE GROUND.
 QF0037
 QF0037                          STATION RECOVERY (1978)
 QF0037
 QF0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QF0037'RECOVERED IN GOOD CONDITION.
 QF0037
 QF0037                          STATION RECOVERY (1978)
 QF0037
 QF0037'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 QF0037'NO PIPE LINES NOW THEY HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1668 ***********************************************************************
 QF1668  DESIGNATION -  BRABAZON 1 IBC
 QF1668  PID         -  QF1668
 QF1668  STATE/COUNTY-  ME/WASHINGTON
 QF1668  USGS QUAD   -  FOREST CITY (1988)
 QF1668
 QF1668                         *CURRENT SURVEY CONTROL
 QF1668  ___________________________________________________________________
 QF1668* NAD 83(1996)-  45 39 53.43977(N)    067 43 26.70703(W)     ADJUSTED  
 QF1668* NAVD 88     -       131.     (meters)     430.     (feet)  SCALED    
 QF1668  ___________________________________________________________________
 QF1668  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 QF1668  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 QF1668
 QF1668  HORZ ORDER  -  THIRD
 QF1668
 QF1668.The horizontal coordinates were established by classical geodetic methods
 QF1668.and adjusted by the National Geodetic Survey in March 1998..
 QF1668
 QF1668.The orthometric height was scaled from a topographic map.
 QF1668
 QF1668.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1668
 QF1668.The geoid height was determined by GEOID03.
 QF1668
 QF1668;                    North         East     Units Scale Factor Converg.
 QF1668;SPC ME E     -   222,318.619   360,460.689   MT  0.99994493   +0 33 18.0
 QF1668;UTM  19      - 5,057,602.129   599,391.658   MT  0.99972145   +0 54 45.7
 QF1668
 QF1668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1668!SPC ME E     -   0.99998322  x   0.99994493  =   0.99992815
 QF1668!UTM  19      -   0.99998322  x   0.99972145  =   0.99970468
 QF1668
 QF1668|---------------------------------------------------------------------|
 QF1668| PID    Reference Object                     Distance      Geod. Az  |
 QF1668|                                                           dddmmss.s |
 QF1668| QF1661 CITY IBC                            163.193 METERS 08427     |
 QF1668| QF1689 BRABAZON 2 IBC                      402.606 METERS 2552706.6 |
 QF1668|---------------------------------------------------------------------|
 QF1668
 QF1668                          SUPERSEDED SURVEY CONTROL
 QF1668
 QF1668  NAD 83(1992)-  45 39 53.43673(N)    067 43 26.70562(W) AD(       ) 3
 QF1668  NAD 83(1986)-  45 39 53.44082(N)    067 43 26.72152(W) AD(       ) 3
 QF1668  NAD 27      -  45 39 53.22300(N)    067 43 28.69400(W) AD(       ) 3
 QF1668
 QF1668.Superseded values are not recommended for survey control.
 QF1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1668.See file dsdata.txt to determine how the superseded data were derived.
 QF1668
 QF1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9939257602(NAD 83)
 QF1668_MARKER: DD = SURVEY DISK
 QF1668_SETTING: 80 = SET IN A BOULDER
 QF1668_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF1668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1668+STABILITY: SURFACE MOTION
 QF1668
 QF1668  HISTORY     - Date     Condition        Report By
 QF1668  HISTORY     - 1912     MONUMENTED       IBC
 QF1668  HISTORY     - 1955     GOOD             IBC
 QF1668
 QF1668                          STATION DESCRIPTION
 QF1668
 QF1668'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (AJB)
 QF1668'IN FOREST CITY, NB, 9 FEET N OF THE FOOT TRAIL ON THE OLD ROAD TO MUD
 QF1668'LAKE, ABOUT 336 METERS E OF ITS INTERSECTION WITH THE MAIN ROAD
 QF1668'LEADING N FROM THE CUSTOMS HOUSE.  STATION IS 12 FEET S OF THE N
 QF1668'ROAD FENCE, 50 FEET W OF THE HIGHEST GROUND ALONG THE TRAIL, AND 20
 QF1668'FEET NW OF A 20 - INCH PINE TREE ON THE S SIDE OF THE TRAIL, THE
 QF1668'LARGEST TREE IN THE VICINITY.
 QF1668'
 QF1668'STATION MARK IS A 3 - INCH BRONZE STATION DISK SET IN A DRILL HOLE
 QF1668'IN A ROCK 3 FEET IN DIAMETER AND 2 FEET HIGH.
 QF1668
 QF1668                          STATION RECOVERY (1955)
 QF1668
 QF1668'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1668'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1689 ***********************************************************************
 QF1689  DESIGNATION -  BRABAZON 2 IBC
 QF1689  PID         -  QF1689
 QF1689  STATE/COUNTY-  ME/WASHINGTON
 QF1689  USGS QUAD   -  FOREST CITY (1988)
 QF1689
 QF1689                         *CURRENT SURVEY CONTROL
 QF1689  ___________________________________________________________________
 QF1689* NAD 83(1996)-  45 39 50.16369(N)    067 43 44.70898(W)     ADJUSTED  
 QF1689* NAVD 88     -       134.     (meters)     440.     (feet)  SCALED    
 QF1689  ___________________________________________________________________
 QF1689  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 QF1689  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 QF1689
 QF1689  HORZ ORDER  -  THIRD
 QF1689
 QF1689.The horizontal coordinates were established by classical geodetic methods
 QF1689.and adjusted by the National Geodetic Survey in March 1998..
 QF1689
 QF1689.The orthometric height was scaled from a topographic map.
 QF1689
 QF1689.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1689
 QF1689.The geoid height was determined by GEOID03.
 QF1689
 QF1689;                    North         East     Units Scale Factor Converg.
 QF1689;SPC ME E     -   222,213.723   360,072.011   MT  0.99994435   +0 33 05.1
 QF1689;UTM  19      - 5,057,494.832   599,003.730   MT  0.99972050   +0 54 32.8
 QF1689
 QF1689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1689!SPC ME E     -   0.99998275  x   0.99994435  =   0.99992710
 QF1689!UTM  19      -   0.99998275  x   0.99972050  =   0.99970326
 QF1689
 QF1689:                Primary Azimuth Mark                     Grid Az
 QF1689:SPC ME E     -  BRABAZON 1 IBC                           074 53 48.6
 QF1689:UTM  19      -  BRABAZON 1 IBC                           074 32 20.9
 QF1689
 QF1689|---------------------------------------------------------------------|
 QF1689| PID    Reference Object                     Distance      Geod. Az  |
 QF1689|                                                           dddmmss.s |
 QF1689| QF1668 BRABAZON 1 IBC                      402.606 METERS 0752653.7 |
 QF1689| QF1709 REFERENCE MON 56=CLOSE              434.533 METERS 2775916.4 |
 QF1689|---------------------------------------------------------------------|
 QF1689
 QF1689                          SUPERSEDED SURVEY CONTROL
 QF1689
 QF1689  NAD 83(1992)-  45 39 50.16065(N)    067 43 44.70737(W) AD(       ) 3
 QF1689  NAD 83(1986)-  45 39 50.16469(N)    067 43 44.72329(W) AD(       ) 3
 QF1689  NAD 27      -  45 39 49.95086(N)    067 43 46.69976(W) AD(       ) 3
 QF1689
 QF1689.Superseded values are not recommended for survey control.
 QF1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1689.See file dsdata.txt to determine how the superseded data were derived.
 QF1689
 QF1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9900457495(NAD 83)
 QF1689_MARKER: DD = SURVEY DISK
 QF1689_SETTING: 80 = SET IN A BOULDER
 QF1689_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF1689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1689+STABILITY: SURFACE MOTION
 QF1689
 QF1689  HISTORY     - Date     Condition        Report By
 QF1689  HISTORY     - 1912     MONUMENTED       IBC
 QF1689  HISTORY     - 1955     GOOD             IBC
 QF1689
 QF1689                          STATION DESCRIPTION
 QF1689
 QF1689'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (AJB)
 QF1689'IN FOREST CITY, NB, 6 FEET S OF THE E - W MUD LAKE ROAD, ABOUT 220
 QF1689'FEET W OF THE MAIN N - S ROAD THROUGH FOREST CITY, 8 FEET NE OF SOME
 QF1689'FLOWERING BUSHES, AND NW OF THE NW CORNER OF MRS HAMILTONS BOARDING
 QF1689'HOUSE.
 QF1689'
 QF1689'STATION MARK IS A SMALL BRONZE STATION DISK SET IN A DRILL HOLE IN A
 QF1689'SMALL ROCK ABOUT A FOOT IN DIAMETER, PROJECTING ABOUT 6 INCHES ABOVE
 QF1689'GROUND.
 QF1689
 QF1689                          STATION RECOVERY (1955)
 QF1689
 QF1689'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1689'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2698 ***********************************************************************
 OC2698  DESIGNATION -  BRACK
 OC2698  PID         -  OC2698
 OC2698  STATE/COUNTY-  ME/YORK
 OC2698  USGS QUAD   -  LIMINGTON (1983)
 OC2698
 OC2698                         *CURRENT SURVEY CONTROL
 OC2698  ___________________________________________________________________
 OC2698* NAD 83(1996)-  43 43 35.04132(N)    070 42 55.29482(W)     ADJUSTED  
 OC2698* NAVD 88     -       130.9    (meters)     429.     (feet)  VERTCON   
 OC2698  ___________________________________________________________________
 OC2698  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 OC2698  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 OC2698
 OC2698  HORZ ORDER  -  SECOND
 OC2698
 OC2698.The horizontal coordinates were established by classical geodetic methods
 OC2698.and adjusted by the National Geodetic Survey in March 1998..
 OC2698
 OC2698.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2698.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2698
 OC2698.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2698
 OC2698.The geoid height was determined by GEOID03.
 OC2698
 OC2698;                    North         East     Units Scale Factor Converg.
 OC2698;SPC ME W     -    99,361.147   855,791.136   MT  0.99999070   -0 22 45.4
 OC2698;UTM  19      - 4,842,915.216   361,841.205   MT  0.99983478   -1 11 09.1
 OC2698
 OC2698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2698!SPC ME W     -   0.99998369  x   0.99999070  =   0.99997439
 OC2698!UTM  19      -   0.99998369  x   0.99983478  =   0.99981847
 OC2698
 OC2698|---------------------------------------------------------------------|
 OC2698| PID    Reference Object                     Distance      Geod. Az  |
 OC2698|                                                           dddmmss.s |
 OC2698| OC2697 BRACK RM 1                           15.124 METERS 00008     |
 OC2698| OC2696 BRACK AZ MK                         166.109 METERS 00710     |
 OC2698| OC2695 BRACK AZ MK A PT                    179.716 METERS 01154     |
 OC2698| CE7253 BRACK RM 2                           18.929 METERS 09449     |
 OC2698| OC2694 MALOY                               APPROX. 3.6 KM 1572311.0 |
 OC2698|---------------------------------------------------------------------|
 OC2698
 OC2698                          SUPERSEDED SURVEY CONTROL
 OC2698
 OC2698  NAD 83(1992)-  43 43 35.04014(N)    070 42 55.29621(W) AD(       ) 2
 OC2698  NAD 83(1986)-  43 43 35.04730(N)    070 42 55.30154(W) AD(       ) 2
 OC2698  NAD 27      -  43 43 34.76704(N)    070 42 57.08744(W) AD(       ) 2
 OC2698  NGVD 29 (07/19/86)  131.1    (m)          430.     (f) VERT ANG       
 OC2698
 OC2698.Superseded values are not recommended for survey control.
 OC2698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2698.See file dsdata.txt to determine how the superseded data were derived.
 OC2698
 OC2698_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ6184142915(NAD 83)
 OC2698_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OC2698_SETTING: 66 = SET IN ROCK OUTCROP
 OC2698_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OC2698+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2005
 OC2698
 OC2698  HISTORY     - Date     Condition        Report By
 OC2698  HISTORY     - 1976     MONUMENTED       NGS
 OC2698  HISTORY     - 20050612 GOOD             GEOCAC
 OC2698
 OC2698                          STATION DESCRIPTION
 OC2698
 OC2698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2698'THE STATION IS LOCATED ON STATE ROUTE 11 ABOUT 0.50 MILE
 OC2698'SOUTHWEST OF LIMINGTON, 3 MILES WEST OF THE YORK)
 OC2698'CUMBERLAND COUNTY LINE, 5 MILES NORTHEAST OF LIMERICK AND
 OC2698'ON PROPERTY OWNED BY THE STATE OF MAINE.
 OC2698'
 OC2698'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 11 AND
 OC2698'117 IN LIMINGTON, GO SOUTHWEST ON STATE ROUTE 11 FOR 0.45 MILE
 OC2698'TO THE STATION ON THE RIGHT JUST BEFORE AN APPLE ORCHARD.
 OC2698'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST
 OC2698'ON STATE ROUTE 11 FOR 0.15 MILE TO THE AZIMUTH MARK
 OC2698'ON THE LEFT.
 OC2698'
 OC2698'THE STATION MARK, STAMPED---BRACK 1976---, IS A STANDARD DISK
 OC2698'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK, WHICH
 OC2698'PROJECTS ABOUT 1 FOOT.
 OC2698'IT IS 26.0 FEET WEST OF THE CENTERLINE OF THE ROAD,
 OC2698'62.5 FEET SOUTHWEST OF A POLE NUMBERED 85, 3.3 FEET EAST
 OC2698'OF A METAL WITNESS POST AND 31.0 FEET SOUTHEAST OF THE END
 OC2698'OF AN EAST/WEST STONE WALL.
 OC2698'
 OC2698'REFERENCE MARK 1, STAMPED---BRACK NO 1 1976---, IS A STANDARD
 OC2698'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 OC2698'PROJECTS ABOUT 6 INCHES. IT IS 32.5 FEET WEST OF THE CENTERLINE
 OC2698'OF THE ROAD, 60.5 FEET WEST OF A POLE NUMBERED 85, 4.0 FEET
 OC2698'EAST OF A METAL WITNESS POST AND 19 FEET NORTHEAST OF THE END
 OC2698'OF AN EAST/WEST STONE WALL.
 OC2698'
 OC2698'REFERENCE MARK 2, STAMPED---BRACK NO 2 1976---, IS A STANDARD
 OC2698'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 OC2698'FLUSH WITH THE GROUND SURFACE. IT IS 36.0 FEET EAST OF THE
 OC2698'CENTERLINE OF THE ROAD, 33.0 FEET SOUTH OF A POLE NUMBERED
 OC2698'85 AND 3.3 FEET WEST OF A METAL WITNESS POST.
 OC2698'
 OC2698'THE AZIMUTH MARK, STAMPED---BRACK AZ MK 1976---, IS A STANDARD
 OC2698'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 OC2698'BEDROCK WHICH PROJECTS ABOUT 2 FEET. IT IS 26.5 FEET WEST OF
 OC2698'THE CENTERLINE OF THE ROAD, 3.6 FEET EAST OF A METAL WITNESS
 OC2698'POST, 67.5 FEET SOUTHWEST OF A POLE NUMBERED 83 AND 44.0 FEET
 OC2698'SOUTH-SOUTHEAST OF A POLE NUMBERED 83S.
 OC2698'
 OC2698'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 0.90 METERS.
 OC2698'
 OC2698'DESCRIBED BY PHILIP H. PARENT JR.
 OC2698
 OC2698                          STATION RECOVERY (2005)
 OC2698
 OC2698'RECOVERY NOTE BY GEOCACHING 2005 (JKS)
 OC2698'RECOVERED THIS STATION IN GOOD CONDITION AT THE DESCRIBED LOCATION.
 OC2698' 
 OC2698'MAIN DISK, BRACK 1976, IS IN GOOD CONDITION BUT HIDDEN UNDER LIGHT
 OC2698'EARTH AND HEAVY JUNIPER BUSHES. LIGHT STAMPING. THERE IS NO WITNESS
 OC2698'POST HERE.
 OC2698' 
 OC2698'BRACK NO 1 1976, IS IN GOOD CONDITION BUT HIDDEN UNDER LIGHT EARTH AND
 OC2698'HEAVY JUNIPER BUSHES. THERE IS NO WITNESS POST HERE.
 OC2698' 
 OC2698'BRACK NO 2 1976, IS IN GOOD CONDITION. HAS LIGHT STAMPING. THERE IS A
 OC2698'WITNESS POST AT THIS LOCATION.
 OC2698' 
 OC2698'BRACK AZ MK 1976, WAS NOT RECOVERED. SEE LOG AT OC2696 FOR DETAILS.
 OC2698'SUBMITTED BY J.K. SNYDER
 OC2698' 
 OC2698' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2696 ***********************************************************************
 OC2696  DESIGNATION -  BRACK AZ MK
 OC2696  PID         -  OC2696
 OC2696  STATE/COUNTY-  ME/YORK
 OC2696  USGS QUAD   -  LIMINGTON (1983)
 OC2696
 OC2696                         *CURRENT SURVEY CONTROL
 OC2696  ___________________________________________________________________
 OC2696* NAD 83(1996)-  43 43 40.38140(N)    070 42 54.36882(W)     ADJUSTED  
 OC2696* NAVD 88     -       132.7    (meters)     435.     (feet)  VERTCON   
 OC2696  ___________________________________________________________________
 OC2696  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 OC2696  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 OC2696
 OC2696  HORZ ORDER  -  SECOND
 OC2696
 OC2696.The horizontal coordinates were established by classical geodetic methods
 OC2696.and adjusted by the National Geodetic Survey in March 1998..
 OC2696
 OC2696.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2696.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2696
 OC2696.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2696
 OC2696.The geoid height was determined by GEOID03.
 OC2696
 OC2696;                    North         East     Units Scale Factor Converg.
 OC2696;SPC ME W     -    99,525.816   855,812.951   MT  0.99999067   -0 22 44.8
 OC2696;UTM  19      - 4,843,079.536   361,865.333   MT  0.99983470   -1 11 08.6
 OC2696
 OC2696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2696!SPC ME W     -   0.99998340  x   0.99999067  =   0.99997407
 OC2696!UTM  19      -   0.99998340  x   0.99983470  =   0.99981811
 OC2696
 OC2696                          SUPERSEDED SURVEY CONTROL
 OC2696
 OC2696  NAD 83(1992)-  43 43 40.38022(N)    070 42 54.37021(W) AD(       ) 2
 OC2696  NAD 83(1986)-  43 43 40.38742(N)    070 42 54.37550(W) AD(       ) 2
 OC2696  NAD 27      -  43 43 40.10715(N)    070 42 56.16142(W) AD(       ) 2
 OC2696  NGVD 29 (07/19/86)  132.9    (m)          436.     (f) VERT ANG       
 OC2696
 OC2696.Superseded values are not recommended for survey control.
 OC2696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2696.See file dsdata.txt to determine how the superseded data were derived.
 OC2696
 OC2696_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ6186543080(NAD 83)
 OC2696_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OC2696_SETTING: 66 = SET IN ROCK OUTCROP
 OC2696
 OC2696  HISTORY     - Date     Condition        Report By
 OC2696  HISTORY     - 1976     MONUMENTED       NGS
 OC2696  HISTORY     - 20050612 MARK NOT FOUND   GEOCAC
 OC2696
 OC2696                          STATION DESCRIPTION
 OC2696
 OC2696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2696'THIS STATION WAS ESTABLISHED BY AN EDM MEASUREMENT FROM
 OC2696'TRAVERSE STATION BRACK. SEE DESCRIPTION THEREOF.
 OC2696'
 OC2696'DESCRIBED BY JERRY E. ELLINGWOOD.
 OC2696'
 OC2696'THE HEIGHT OF LIGHT ABOVE THE STATION WAS 1.0 METER.
 OC2696
 OC2696                          STATION RECOVERY (2005)
 OC2696
 OC2696'RECOVERY NOTE BY GEOCACHING 2005 (JKS)
 OC2696'MARK WAS NOT FOUND. IT APPEARS TO HAVE BEEN PULLED FROM ITS HOLE. ALL
 OC2696'POINTS OF REFERENCE ARE HERE. THE BOULDER IT IS SUPPOSED TO BE IN HAS
 OC2696'OLD WHITE SURVEYORS PAINT ON THE FRONT AND OLD ORANGE SURVEYORS PAINT
 OC2696'ON THE TOP. THERE WERE SEVERAL INCHES OF DIRT COVERING THE TOP AND
 OC2696'WHEN IT WAS DUG OUT A DRILLED HOLE FILLED WITH DIRT IS CLEARLY VISIBLE
 OC2696'ON THE TOP. I SUSPECT THIS DISK IS GONE.
 OC2696'SUBMITTED BY J.K. SNYDER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1514 ***********************************************************************
 OC1514  DESIGNATION -  BRADBURY 1852
 OC1514  PID         -  OC1514
 OC1514  STATE/COUNTY-  ME/CUMBERLAND
 OC1514  USGS QUAD   -  NORTH POWNAL (1979)
 OC1514
 OC1514                         *CURRENT SURVEY CONTROL
 OC1514  ___________________________________________________________________
 OC1514* NAD 83(1996)-  43 54 07.68111(N)    070 10 54.40175(W)     ADJUSTED  
 OC1514* NAVD 88     -       146.     (meters)     479.     (feet)  SCALED    
 OC1514  ___________________________________________________________________
 OC1514  LAPLACE CORR-           3.78  (seconds)                    DEFLEC99
 OC1514  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 OC1514
 OC1514  HORZ ORDER  -  THIRD
 OC1514
 OC1514.The horizontal coordinates were established by classical geodetic methods
 OC1514.and adjusted by the National Geodetic Survey in March 1998..
 OC1514
 OC1514.The orthometric height was scaled from a topographic map.
 OC1514
 OC1514.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1514
 OC1514.The geoid height was determined by GEOID03.
 OC1514
 OC1514;                    North         East     Units Scale Factor Converg.
 OC1514;SPC ME W     -   118,739.767   898,786.006   MT  0.99996668   -0 00 37.7
 OC1514;UTM  19      - 4,861,681.869   405,096.106   MT  0.99971078   -0 49 10.3
 OC1514
 OC1514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1514!SPC ME W     -   0.99998125  x   0.99996668  =   0.99994793
 OC1514!UTM  19      -   0.99998125  x   0.99971078  =   0.99969203
 OC1514
 OC1514:                Primary Azimuth Mark                     Grid Az
 OC1514:SPC ME W     -  MT INDEPENDENCE                          215 05 28.5
 OC1514:UTM  19      -  MT INDEPENDENCE                          215 54 01.1
 OC1514
 OC1514|---------------------------------------------------------------------|
 OC1514| PID    Reference Object                     Distance      Geod. Az  |
 OC1514|                                                           dddmmss.s |
 OC1514| OC1966 MT INDEPENDENCE                     APPROX.19.4 KM 2150450.8 |
 OC1514|---------------------------------------------------------------------|
 OC1514
 OC1514                          SUPERSEDED SURVEY CONTROL
 OC1514
 OC1514  NAD 83(1992)-  43 54 07.67978(N)    070 10 54.40158(W) AD(       ) 3
 OC1514  NAD 83(1986)-  43 54 07.68575(N)    070 10 54.40665(W) AD(       ) 3
 OC1514  NAD 27      -  43 54 07.40500(N)    070 10 56.21800(W) AD(       ) 3
 OC1514
 OC1514.Superseded values are not recommended for survey control.
 OC1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1514.See file dsdata.txt to determine how the superseded data were derived.
 OC1514
 OC1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0509661682(NAD 83)
 OC1514
 OC1514  HISTORY     - Date     Condition        Report By
 OC1514  HISTORY     - 1852     MONUMENTED       COASUR
 OC1514  HISTORY     - 1912     SEE DESCRIPTION  CGS
 OC1514  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1514  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OC1514
 OC1514                          STATION DESCRIPTION
 OC1514
 OC1514'DESCRIBED BY COAST AND GEODETIC SURVEY 1912
 OC1514'STATION IS ON BRADBURY MOUNTAIN, POWNAL TOWNSHIP, AND JUST N OF
 OC1514'THE HALLOWELL ROAD.  THE LAND WAS OWNED BY REV. M. JORDAN, WHO
 OC1514'LIVED IN A SMALL WHITE HOUSE NEAR THE FOOT OF THE MOUNTAIN.  THE
 OC1514'STATION IS ON THE HIGHEST PART OF THE SUMMIT LEDGE, AND IS
 OC1514'MARKED BY A COPPER BOLT SET IN A HOLE IN THE ROCK.  THE MARK WAS
 OC1514'NOT FOUND IN 1912, BUT MAY STILL BE THERE.
 OC1514
 OC1514                          STATION RECOVERY (1933)
 OC1514
 OC1514'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1514'STATION WAS NOT FOUND SINCE A LARGE PART OF THE SUMMIT WAS
 OC1514'COVERED WITH MOSS, ALTHOUGH IT IS POSSIBLE THAT IT MAY STILL BE
 OC1514'THERE.
 OC1514'
 OC1514'TO REACH FROM PORTLAND FOLLOW U.S. HIGHWAY 1 N OUT OF PORTLAND,
 OC1514'SETTING THE SPEEDOMETER READING AT ZERO AT N END OF BRIDGE
 OC1514'OVER PRESUMPSCOT RIVER.  AT 8.55 MILES TURN LEFT THROUGH TOWN
 OC1514'OF YARMOUTH.  AT 9.40 TURN RIGHT OUT OF YARMOUTH AND KEEP MAIN
 OC1514'TRAVELED ROAD TO EAST NORTH YARMOUTH AT 13.4.  TAKE RIGHT FORK
 OC1514'AND AGAIN TAKE RIGHT FORK AT 14.20.  AT 16.5 KEEP STRAIGHT ROAD
 OC1514'THROUGH POWNAL TO 17.0 WHERE A ROAD LEADS TO THE LEFT ACROSS A
 OC1514'FIELD TO A BLACKSMITH SHOP.  LEAVE TRUCK AT BLACKSMITH SHOP
 OC1514'AND FOLLOW TRAIL TO THE SUMMIT LEDGE OF THE MOUNTAIN.
 OC1514'
 OC1514'A 4-FOOT STAND WOULD SUFFICE TO SEE FROM THE NE TO THE NW, BUT
 OC1514'A 30-FOOT STAND WOULD BE NECESSARY TO SEE TO THE NORTHWARD.
 OC1514'
 OC1514'BRADBURY 2 WAS ESTABLISHED IN THE VICINITY SINCE BRADBURY WAS
 OC1514'NOT FOUND.
 OC1514
 OC1514                          STATION RECOVERY (1948)
 OC1514
 OC1514'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (HSS)
 OC1514'THE STATION IS ON THE SUMMIT OF BRADBURY MOUNTAIN, IN THE
 OC1514'BRADBURY MOUNTAIN STATE PARK, THE ENTRANCE TO WHICH IS ON ROUTE
 OC1514'9, 0.5 MI. N OF THE VILLAGE OF POWNAL CENTER.  JUST INSIDE THE
 OC1514'ENTRANCE IS THE RANGERS HOUSE, WITH A PARKING PLACE, PICNIC
 OC1514'GROUND, ETC., FROM WHICH A TRAIL LEADS TO THE SUMMIT.  THE
 OC1514'TRAIL IS EASY TO FOLLOW, BEING MARKED BY SIGNS READING TO PEAK,
 OC1514'AND THE WALK TAKES ABOUT 10 MINS.
 OC1514'
 OC1514'IN AUGUST 1948, A 3/4-IN. DRILL HOLE WAS FOUND WHICH IS BELIEVED
 OC1514'TO MARK THE STATION, ALTHOUGH THE COPPER BOLT OF THE ORIGINAL
 OC1514'DESCRIPTION HAS DISAPPEARED.  THE DRILL HOLE, ABOUT
 OC1514'1-1/4-IN. DEEP, WAS COMPLETELY FILLED WITH ERODED MATERIAL FROM
 OC1514'THE LEDGE, WHICH MADE IT ALMOST INDISTINGUISHABLE FROM THE
 OC1514'SURROUNDING LEDGE, AND IT WAS FOUND ONLY AFTER MEASURING OFF THE
 OC1514'COMPUTED DISTANCE AND AZIMUTH FROM STATION BRADBURY 2, AND
 OC1514'SEARCHING CAREFULLY IN THAT AREA.  THE FOLLOWING MEASUREMENTS
 OC1514'WERE MADE, INDICATING THAT THE DRILL HOLE IS ABOUT 0.14 FT. S
 OC1514'AND 0.67 FT. W OF THE POSITION OF STATION BRADBURY, COMPUTED
 OC1514'WITH RESPECT TO STATION BRADBURY 2, BUT NO COPPER BOLT AND
 OC1514'NO OTHER DRILL HOLES WERE FOUND IN THE VICINITY.
 OC1514'
 OC1514'(DISTANCE NOT PREVIOUSLY MEASURED, NOT HELD IN ADJUSTMENT,
 OC1514'SO THIS IS DUE TO LOOP CLOSURE.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1513 ***********************************************************************
 OC1513  DESIGNATION -  BRADBURY 2
 OC1513  PID         -  OC1513
 OC1513  STATE/COUNTY-  ME/CUMBERLAND
 OC1513  USGS QUAD   -  NORTH POWNAL (1979)
 OC1513
 OC1513                         *CURRENT SURVEY CONTROL
 OC1513  ___________________________________________________________________
 OC1513* NAD 83(1996)-  43 54 07.02347(N)    070 10 54.54676(W)     ADJUSTED  
 OC1513* NAVD 88     -       148.2    (meters)     486.     (feet)  VERTCON   
 OC1513  ___________________________________________________________________
 OC1513  LAPLACE CORR-           3.78  (seconds)                    DEFLEC99
 OC1513  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 OC1513
 OC1513  HORZ ORDER  -  SECOND
 OC1513
 OC1513.The horizontal coordinates were established by classical geodetic methods
 OC1513.and adjusted by the National Geodetic Survey in March 1998..
 OC1513
 OC1513.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC1513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC1513
 OC1513.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1513
 OC1513.The geoid height was determined by GEOID03.
 OC1513
 OC1513;                    North         East     Units Scale Factor Converg.
 OC1513;SPC ME W     -   118,719.471   898,782.767   MT  0.99996668   -0 00 37.8
 OC1513;UTM  19      - 4,861,661.626   405,092.581   MT  0.99971078   -0 49 10.4
 OC1513
 OC1513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1513!SPC ME W     -   0.99998087  x   0.99996668  =   0.99994755
 OC1513!UTM  19      -   0.99998087  x   0.99971078  =   0.99969165
 OC1513
 OC1513|---------------------------------------------------------------------|
 OC1513| PID    Reference Object                     Distance      Geod. Az  |
 OC1513|                                                           dddmmss.s |
 OC1513| CE7254 BRADBURY 2 RM 1                      15.725 METERS 01646     |
 OC1513| OB0265 ARARAT                              APPROX.18.4 KM 0763003.8 |
 OC1513| OC1440 FREEPORT FAA MICROWAVE              APPROX. 6.6 KM 1014749.7 |
 OC1513| OC1484 FREEPORT W MUN STANDPIPE            APPROX. 7.7 KM 1250825.3 |
 OC1513| OC1483 FREEPORT E MUN STANDPIPE            APPROX. 8.6 KM 1275657.2 |
 OC1513| OC1482 HARPSWELL NECK TANK                 APPROX.20.1 KM 1362127.0 |
 OC1513| OC1506 YARMOUTH N MUN STANDPIPE            APPROX. 9.9 KM 1741948.3 |
 OC1513| OC1500 YARMOUTH CENTRAL UNIVERSAL CH       APPROX.11.4 KM 1801605.1 |
 OC1513| OC1498 YARMOUTH FIRST PARISH CONG CH       APPROX.11.4 KM 1803948.1 |
 OC1513| OC1501 YARMOUTH FOREST PAPER MILL STK      APPROX.10.8 KM 1825118.7 |
 OC1513| OC1488 YARMOUTH YELLOW SPIRE               APPROX.11.0 KM 1855349.1 |
 OC1513| OC1493 YARMOUTH WATER TANK                 APPROX.12.1 KM 1860921.2 |
 OC1513| OC1507 YARMOUTH MUN S TANK                 APPROX.12.1 KM 1860924.2 |
 OC1513| OC1768 FALMOUTH STANDPIPE                  APPROX.18.2 KM 1873341.5 |
 OC1513| CE7255 BRADBURY 2 RM 2                       8.769 METERS 30922     |
 OC1513|---------------------------------------------------------------------|
 OC1513
 OC1513                          SUPERSEDED SURVEY CONTROL
 OC1513
 OC1513  NAD 83(1992)-  43 54 07.02209(N)    070 10 54.54666(W) AD(       ) 2
 OC1513  NAD 83(1986)-  43 54 07.02790(N)    070 10 54.55170(W) AD(       ) 2
 OC1513  NAD 27      -  43 54 06.74400(N)    070 10 56.37000(W) AD(       ) 2
 OC1513  NGVD 29 (07/19/86)  148.4    (m)          487.     (f) VERT ANG       
 OC1513
 OC1513.Superseded values are not recommended for survey control.
 OC1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1513.See file dsdata.txt to determine how the superseded data were derived.
 OC1513
 OC1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0509361662(NAD 83)
 OC1513_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OC1513_SETTING: 66 = SET IN ROCK OUTCROP
 OC1513
 OC1513  HISTORY     - Date     Condition        Report By
 OC1513  HISTORY     - 1933     MONUMENTED       CGS
 OC1513  HISTORY     - 1934     SEE DESCRIPTION  MEGS
 OC1513  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OC1513  HISTORY     - 1975     GOOD             NGS
 OC1513
 OC1513                          STATION DESCRIPTION
 OC1513
 OC1513'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1513'STATION IS ABOUT 7 MILES N OF VILLAGE OF YARMOUTH, ON
 OC1513'BRADBURY MOUNTAIN, POWNAL TOWNSHIP.  THE STATION IS ON
 OC1513'BARE LEDGE ON S BROW OF SUMMIT LEDGE.  THE HIGHEST PART OF
 OC1513'THE LEDGE IS ABOUT 20 METERS NE OF THE STATION.
 OC1513'
 OC1513'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 OC1513'IN DRILL HOLES, IN OUTCROPPING BEDROCK, AS DESCRIBED IN NOTES
 OC1513'2 AND 12A.
 OC1513'
 OC1513'STATION IS BEST APPROACHED FROM SE BASE OF MOUNTAIN WHERE A
 OC1513'TRAIL TO THE LEFT OF A FELDSPAR QUARRY LEADS TO THE SUMMIT.  FOLLOW
 OC1513'ROAD NE OUT OF VILLAGE OF POWNAL 0.5 MILE FROM POWNAL
 OC1513'TOWN HALL TO QUARRY.
 OC1513
 OC1513                          STATION RECOVERY (1934)
 OC1513
 OC1513'RECOVERY NOTE BY MAINE GEODETIC SURVEY 1934
 OC1513'STATION RECOVERED AS ORIGINALLY DESCRIBED.
 OC1513
 OC1513                          STATION RECOVERY (1943)
 OC1513
 OC1513'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 OC1513'STATION WAS RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.  BRADBURY
 OC1513'1852-1912 WAS SEARCHED FOR BUT NOT RECOVERED.  IT IS
 OC1513'RECOMMENDED THAT THIS STATION BE CLASSIFIED AS LOST.
 OC1513
 OC1513                          STATION RECOVERY (1975)
 OC1513
 OC1513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 OC1513'THE STATION MARK AND REFERENCE MARKS NUMBER 1 AND 2 WERE
 OC1513'RECOVERED AS DESCRIBED BY C.M.D. IN 1933 AND FOUND TO BE IN GOOD
 OC1513'CONDITION.
 OC1513'
 OC1513'DUE TO CHANGES IN THE AREA A NEW DESCRIPTION FOLLOWS.
 OC1513'
 OC1513'THE STATION IS LOCATED IN THE CENTRAL PART OF POWNAL, ON
 OC1513'BRADBURY MOUNTAIN, IN BRADBURY MOUNTAIN STATE PARK, ABOUT 11
 OC1513'MILES WEST-SOUTHWEST OF BRUNSWICK, 5 MILES NORTHWEST OF FREEPORT,
 OC1513'AND 7 MILES NORTH OF YARMOUTH.
 OC1513'
 OC1513'TO REACH THE STATION FROAM THE JUNCTION OF INTERSTATE HIGHWAY
 OC1513'95 AND STATE ROUTES 125 AND 136 IN FREEPORT, GO NORTHWEST FOR 0.10
 OC1513'MILE TO A T INTERSECTION.  TURN LEFT AND GO SOUTHWEST, THEN
 OC1513'NORTHWEST FOLLOWING POWNAL ROAD FOR 2.15 MILE TO THE
 OC1513'POWNAL/FREEPORT TOWN LINE.  CONTINUE NORTHWESTERLY FOR 2.40 MILES
 OC1513'TO THE CROSS ROADS IN POWNAL CENTER.  HERE TURN RIGHT AND GO
 OC1513'NORTHEAST FOLLOWING STATE ROUTE NUMBER 9 FOR 0.60 MILE TO A
 OC1513'SIGN, (BRADBURY MOUNTAIN STATE PARK), ON THE LEFT.  TURN LEFT
 OC1513'AND GO NORTHWEST AND NORTH FOLLOWING A PAVED ROAD FOR 0.10
 OC1513'MILE TO A PARKING AREA AND THE END OF TRUCK TRAVEL.  PACK
 OC1513'NORTHWEST, UP-HILL FOLLOWING THE TRAIL TO THE TOP OF THE RIDGE.
 OC1513'HERE BEAR LEFT FOLLOWING THE RIDGE SOUTHERLY TO THE SOUTH
 OC1513'END OF THE RIDGE AND THE STATION MARK.
 OC1513'
 OC1513'THE STATION MARK IS A STANDARD DISK WEDGED IN A DRILL HOLE IN
 OC1513'LEDGE OUTCROP, STAMPED BRADBURY 2 1933.  IT IS 16.2 FEET
 OC1513'NORTHEAST OF THE VERTICAL FACE OF THE LEDGE, 35.0 FEET NORTHWEST
 OC1513'OF AN IRON PIPE, (WEST 1 OF 2).
 OC1513'
 OC1513'REFERENCE MARK 1 IS A STANDARD DISK WEDGED IN A DRILL HOLE IN
 OC1513'LEDGE OUTCROP, STAMPED BRADBURY-2 NO.1 1933.  IT IS 38.7 FEET
 OC1513'EAST-SOUTHEAST OF A 10-INCH PINE TREE, AND 48.5 FEET WEST-SOUTHWEST
 OC1513'OF A 4-INCH BIRCH.
 OC1513'
 OC1513'REFERENCE MARK 2 IS A STANDARD DISK WEDGED IN A DRILL HOLE IN
 OC1513'LEDGE OUTCROP, STAMPED BRADBURY-2 NO.2 1933.  IT IS 49.4 FEET
 OC1513'SOUTH OF A 10-INCH PINE TREE, 8.0 FEET NORTHEAST OF THE VERTICAL
 OC1513'FACE OF THE LEDGE, AND 45.0 FEET NORTHWEST OF AN IRON PIPE, (WEST
 OC1513'1 OF 2).
 OC1513'
 OC1513'THE POWNAL CHURCH SPIRE 1933, CAN BE USED AS AN AZIMUTH.
 OC1513'
 OC1513'HEIGHT OF LIGHT ABOVE STATION MARK 3 FEET.
 OC1513'
 OC1513'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OC1513'3/4 MILE NORTH OF POWNAL CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2053 ***********************************************************************
 PE2053  DESIGNATION -  BRADBURY ISLAND
 PE2053  PID         -  PE2053
 PE2053  STATE/COUNTY-  ME/HANCOCK
 PE2053  USGS QUAD   -  NORTH HAVEN EAST (1982)
 PE2053
 PE2053                         *CURRENT SURVEY CONTROL
 PE2053  ___________________________________________________________________
 PE2053* NAD 83(1996)-  44 14 24.83958(N)    068 45 31.30654(W)     ADJUSTED  
 PE2053* NAVD 88     -        11.     (meters)      36.     (feet)  SCALED    
 PE2053  ___________________________________________________________________
 PE2053  LAPLACE CORR-           2.51  (seconds)                    DEFLEC99
 PE2053  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 PE2053
 PE2053  HORZ ORDER  -  THIRD
 PE2053
 PE2053.The horizontal coordinates were established by classical geodetic methods
 PE2053.and adjusted by the National Geodetic Survey in March 1998..
 PE2053
 PE2053.The orthometric height was scaled from a topographic map.
 PE2053
 PE2053.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2053
 PE2053.The geoid height was determined by GEOID03.
 PE2053
 PE2053;                    North         East     Units Scale Factor Converg.
 PE2053;SPC ME E     -    63,755.916   279,336.926   MT  0.99990525   -0 10 49.7
 PE2053;UTM  19      - 4,898,583.885   519,268.082   MT  0.99960457   +0 10 06.1
 PE2053
 PE2053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2053!SPC ME E     -   1.00000221  x   0.99990525  =   0.99990746
 PE2053!UTM  19      -   1.00000221  x   0.99960457  =   0.99960678
 PE2053
 PE2053|---------------------------------------------------------------------|
 PE2053| PID    Reference Object                     Distance      Geod. Az  |
 PE2053|                                                           dddmmss.s |
 PE2053| CE7810 BRADBURY ISLAND RM 1                  6.687 METERS 05117     |
 PE2053| PE2055 EAGLE ISLAND HIGHEST HSE CHIM       APPROX. 2.7 KM 1984239.9 |
 PE2053| PE2063 NORTH FOX                           APPROX. 8.5 KM 2195204.0 |
 PE2053| CE7811 BRADBURY ISLAND RM 2                  2.987 METERS 34159     |
 PE2053|---------------------------------------------------------------------|
 PE2053
 PE2053                          SUPERSEDED SURVEY CONTROL
 PE2053
 PE2053  NAD 83(1992)-  44 14 24.84519(N)    068 45 31.28600(W) AD(       ) 3
 PE2053  NAD 83(1986)-  44 14 24.84758(N)    068 45 31.28850(W) AD(       ) 3
 PE2053  NAD 27      -  44 14 24.56200(N)    068 45 33.18500(W) AD(       ) 3
 PE2053
 PE2053.Superseded values are not recommended for survey control.
 PE2053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2053.See file dsdata.txt to determine how the superseded data were derived.
 PE2053
 PE2053_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ1926898584(NAD 83)
 PE2053
 PE2053  HISTORY     - Date     Condition        Report By
 PE2053  HISTORY     - 1934     MONUMENTED       CGS
 PE2053  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE2053
 PE2053                          STATION DESCRIPTION
 PE2053
 PE2053'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2053'STATION IS ON BRADBURY ISLAND WHICH LIES IN E PENOBSCOT BAY,
 PE2053'ABOUT 7.5 MILES NW OF STONINGTON.  IT IS ON THE MOST
 PE2053'SOUTHEASTERLY PART OF THE ISLAND, 10 METERS FROM HIGH-WATER
 PE2053'LINE, AND ABOUT 10 METERS ABOVE IT IN ELEVATION ON A ROCKY
 PE2053'PROMONTORY, FROM WHICH THE SIDES FALL AWAY VERTICALLY TO THE
 PE2053'E AND W AND ALMOST SO TO THE S.  THIS PROMONTORY IS JUST W OF A
 PE2053'SMALL COVE, WHICH MAKES ON THE SE SIDE OF THE ISLAND.  THE
 PE2053'STATION IS ON A PIECE OF LEDGE JUTTING ABOUT 2 FEET ABOVE
 PE2053'THE GRASSED-OVER AREA.
 PE2053'
 PE2053'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 PE2053'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 PE2053'
 PE2053'REFERENCE MARK NO. 1 IS NE OF THE STATION ON A LARGE BOULDER
 PE2053'SOMEWHAT UP THE SLOPE.
 PE2053'
 PE2053'REFERENCE MARK NO. 2 IS ON BARE LEDGE NNW OF THE STATION AND
 PE2053'ALSO ON A SOMEWHAT HIGHER ELEVATION.
 PE2053'
 PE2053'HEIGHT OF LIGHT ABOVE STATION MARK 4.5 METERS.
 PE2053
 PE2053                          STATION RECOVERY (1944)
 PE2053
 PE2053'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE2053'STATION AND REFERENCE MARKS RECOVERED IN GOOD
 PE2053'CONDITION.  DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0716 ***********************************************************************
 RF0716  DESIGNATION -  BRADFORD
 RF0716  PID         -  RF0716
 RF0716  STATE/COUNTY-  ME/AROOSTOOK
 RF0716  USGS QUAD   -  GREEN MOUNTAIN (1986)
 RF0716
 RF0716                         *CURRENT SURVEY CONTROL
 RF0716  ___________________________________________________________________
 RF0716* NAD 83(1996)-  46 07 58.91264(N)    068 23 02.05579(W)     ADJUSTED  
 RF0716* NAVD 88     -       311.     (meters)    1020.     (feet)  SCALED    
 RF0716  ___________________________________________________________________
 RF0716  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 RF0716  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 RF0716
 RF0716  HORZ ORDER  -  THIRD
 RF0716
 RF0716.The horizontal coordinates were established by classical geodetic methods
 RF0716.and adjusted by the National Geodetic Survey in March 1998..
 RF0716
 RF0716.The orthometric height was scaled from a topographic map.
 RF0716
 RF0716.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0716
 RF0716.The geoid height was determined by GEOID03.
 RF0716
 RF0716;                    North         East     Units Scale Factor Converg.
 RF0716;SPC ME E     -   274,065.806   308,970.675   MT  0.99990099   +0 05 01.3
 RF0716;UTM  19      - 5,109,012.828   547,591.216   MT  0.99962784   +0 26 39.1
 RF0716
 RF0716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0716!SPC ME E     -   0.99995502  x   0.99990099  =   0.99985602
 RF0716!UTM  19      -   0.99995502  x   0.99962784  =   0.99958288
 RF0716
 RF0716:                Primary Azimuth Mark                     Grid Az
 RF0716:SPC ME E     -  CHASE                                    249 24 38.6
 RF0716:UTM  19      -  CHASE                                    249 03 00.8
 RF0716
 RF0716|---------------------------------------------------------------------|
 RF0716| PID    Reference Object                     Distance      Geod. Az  |
 RF0716|                                                           dddmmss.s |
 RF0716| RF0713 CHASE                               APPROX. 7.8 KM 2492939.9 |
 RF0716|---------------------------------------------------------------------|
 RF0716
 RF0716                          SUPERSEDED SURVEY CONTROL
 RF0716
 RF0716  NAD 83(1992)-  46 07 58.90898(N)    068 23 02.05164(W) AD(       ) 3
 RF0716  NAD 83(1986)-  46 07 58.91209(N)    068 23 02.06470(W) AD(       ) 3
 RF0716  NAD 27      -  46 07 58.72503(N)    068 23 03.93613(W) AD(       ) 3
 RF0716
 RF0716.Superseded values are not recommended for survey control.
 RF0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0716.See file dsdata.txt to determine how the superseded data were derived.
 RF0716
 RF0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM4759109013(NAD 83)
 RF0716_MARKER: DD = SURVEY DISK
 RF0716_SETTING: 80 = SET IN A BOULDER
 RF0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0716+STABILITY: SURFACE MOTION
 RF0716
 RF0716  HISTORY     - Date     Condition        Report By
 RF0716  HISTORY     - 1927     MONUMENTED       USGS
 RF0716
 RF0716                          STATION DESCRIPTION
 RF0716
 RF0716'DESCRIBED BY US GEOLOGICAL SURVEY 1927
 RF0716'SITUATED 11.0 MI N. OF PATTEN AND 2.0 MI SW. OF WALNUT HILL ON
 RF0716'OLD BANGOR AND AROOSTOOK RD., ABOUT 800 FT SW. FROM OLD BRADFORD
 RF0716'FAMILY GRAVEYARD, 500 FT W. OF RD. ON HILLSIDE, IN PRACTICALLY
 RF0716'CLEARED GROUND.
 RF0716'
 RF0716'STATION MARK,  STANDARD DISK IN LARGE BOULDER 150 FT N. OF OLD
 RF0716'FENCLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0891 ***********************************************************************
 PD0891  DESIGNATION -  BRADLEY 1886
 PD0891  PID         -  PD0891
 PD0891  STATE/COUNTY-  ME/WASHINGTON
 PD0891  USGS QUAD   -  WEST LUBEC (1975)
 PD0891
 PD0891                         *CURRENT SURVEY CONTROL
 PD0891  ___________________________________________________________________
 PD0891* NAD 83(1996)-  44 52 12.13603(N)    067 04 37.60045(W)     ADJUSTED  
 PD0891* NAVD 88     -        47.     (meters)     154.     (feet)  SCALED    
 PD0891  ___________________________________________________________________
 PD0891  LAPLACE CORR-           3.93  (seconds)                    DEFLEC99
 PD0891  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 PD0891
 PD0891  HORZ ORDER  -  THIRD
 PD0891
 PD0891.The horizontal coordinates were established by classical geodetic methods
 PD0891.and adjusted by the National Geodetic Survey in March 1998..
 PD0891
 PD0891.The orthometric height was scaled from a topographic map.
 PD0891
 PD0891.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0891
 PD0891.The geoid height was determined by GEOID03.
 PD0891
 PD0891;                    North         East     Units Scale Factor Converg.
 PD0891;SPC ME E     -   134,687.237   412,432.435   MT  1.00005540   +1 00 14.2
 PD0891;UTM  19      - 4,970,311.975   651,895.437   MT  0.99988372   +1 21 24.7
 PD0891
 PD0891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0891!SPC ME E     -   0.99999619  x   1.00005540  =   1.00005159
 PD0891!UTM  19      -   0.99999619  x   0.99988372  =   0.99987991
 PD0891
 PD0891                          SUPERSEDED SURVEY CONTROL
 PD0891
 PD0891  NAD 83(1992)-  44 52 12.12646(N)    067 04 37.60163(W) AD(       ) 3
 PD0891  NAD 83(1986)-  44 52 12.12407(N)    067 04 37.60314(W) AD(       ) 3
 PD0891  NAD 27      -  44 52 11.83900(N)    067 04 39.67600(W) AD(       ) 3
 PD0891
 PD0891.Superseded values are not recommended for survey control.
 PD0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0891.See file dsdata.txt to determine how the superseded data were derived.
 PD0891
 PD0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5189570312(NAD 83)
 PD0891
 PD0891  HISTORY     - Date     Condition        Report By
 PD0891  HISTORY     - 1886     MONUMENTED       CGS
 PD0891  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0891
 PD0891                          STATION DESCRIPTION
 PD0891
 PD0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0891'STATION IS ON THE E SIDE OF DENBOWS NECK, IN THE TOWN OF LUBEC, ON
 PD0891'THE FARM OF JOHN MC CURDY, ON THE E SIDE OF THE ROAD LEADING DOWN
 PD0891'THE NECK AND 400 METERS FROM THE SOUTH BAY, ON THE SUMMIT OF THE
 PD0891'WOODED HILL, AND 300 METERS S OF HIS DWELLING.  IN 1886 THE
 PD0891'STATION WAS MARKED BY FOUR DRILL HOLES, TWO OF WHICH WERE 13
 PD0891'INCHES APART, S OF W FROM THE CENTER, AND THE OTHER TWO 30 INCHES
 PD0891'APART, THE NEARER ONE 32 INCHES FROM THE CENTER OF THE
 PD0891'STATION.  IN 1913 IT WAS ASSUMED THAT THE INTERSECTION OF THE LINES
 PD0891'OF THE HOLES WAS THE CENTER AND A NICHE WAS CUT IN THE EDGE OF
 PD0891'THE ROCK AT WHICH THE CENTER CAME.  A BRONZE REFERENCE MARK
 PD0891'CENTERED IN STOVEPIPE FILLED WITH CEMENT IS 22.89 METERS FROM THE
 PD0891'STATION.
 PD0891'
 PD0891'IN 1935, THE MAINE GEODETIC SURVEY REPORTED RECOVERING THE
 PD0891'REFERENCE MARK AND THE TWO DRILL HOLES 30 INCHES APART.  IN 1946,
 PD0891'THE REFERENCE MARK WAS LOOSELY SET BETWEEN TWO STONES, POSSIBLY
 PD0891'NOT IN ORIGINAL PLACE.  NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0560 ***********************************************************************
 OB0560  DESIGNATION -  BRAGDON
 OB0560  PID         -  OB0560
 OB0560  STATE/COUNTY-  ME/CUMBERLAND
 OB0560  USGS QUAD   -  ORRS ISLAND (1997)
 OB0560
 OB0560                         *CURRENT SURVEY CONTROL
 OB0560  ___________________________________________________________________
 OB0560* NAD 83(1996)-  43 50 56.59565(N)    069 52 41.03195(W)     ADJUSTED  
 OB0560* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 OB0560  ___________________________________________________________________
 OB0560  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 OB0560  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 OB0560
 OB0560  HORZ ORDER  -  THIRD
 OB0560
 OB0560.The horizontal coordinates were established by classical geodetic methods
 OB0560.and adjusted by the National Geodetic Survey in March 1998..
 OB0560
 OB0560.The orthometric height was scaled from a topographic map.
 OB0560
 OB0560.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0560
 OB0560.The geoid height was determined by GEOID03.
 OB0560
 OB0560;                    North         East     Units Scale Factor Converg.
 OB0560;SPC ME W     -   112,882.710   923,205.522   MT  0.99997329   +0 11 59.8
 OB0560;UTM  19      - 4,855,482.519   429,423.618   MT  0.99966126   -0 36 29.9
 OB0560
 OB0560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0560!SPC ME W     -   1.00000219  x   0.99997329  =   0.99997548
 OB0560!UTM  19      -   1.00000219  x   0.99966126  =   0.99966345
 OB0560
 OB0560|---------------------------------------------------------------------|
 OB0560| PID    Reference Object                     Distance      Geod. Az  |
 OB0560|                                                           dddmmss.s |
 OB0560| CE7256 BRAGDON RM 1                          6.318 METERS 00938     |
 OB0560| CE7257 BRAGDON RM 2                         13.855 METERS 11206     |
 OB0560| OB0592 BRUNSWICK TOPSHAM CONC TK VENT      APPROX.11.3 KM 3155043.5 |
 OB0560| OB0590 BUTTERMILK POINT CHURCH SPIRE       APPROX. 5.0 KM 3222426.6 |
 OB0560|---------------------------------------------------------------------|
 OB0560
 OB0560                          SUPERSEDED SURVEY CONTROL
 OB0560
 OB0560  NAD 83(1992)-  43 50 56.59400(N)    069 52 41.03100(W) AD(       ) 3
 OB0560  NAD 83(1986)-  43 50 56.59963(N)    069 52 41.03631(W) AD(       ) 3
 OB0560  NAD 27      -  43 50 56.30600(N)    069 52 42.86500(W) AD(       ) 3
 OB0560
 OB0560.Superseded values are not recommended for survey control.
 OB0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0560.See file dsdata.txt to determine how the superseded data were derived.
 OB0560
 OB0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ2942455483(NAD 83)
 OB0560_MARKER: DS = TRIANGULATION STATION DISK
 OB0560_SETTING: 66 = SET IN ROCK OUTCROP
 OB0560
 OB0560  HISTORY     - Date     Condition        Report By
 OB0560  HISTORY     - 1933     MONUMENTED       CGS
 OB0560  HISTORY     - 1942     GOOD             CGS
 OB0560  HISTORY     - 1979     GOOD             LOCENG
 OB0560
 OB0560                          STATION DESCRIPTION
 OB0560
 OB0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OB0560'STATION IS ON THE HIGH RIDGE WHICH RUN N AND S DOWN THE CENTER OF
 OB0560'BRAGDON ISLAND IN THE NEW MEADOWS RIVER, S OF WILLIAM
 OB0560'ISLAND.  THE STATION IS 22 METERS S OF THE HIGHEST POINT ON THE
 OB0560'ISLAND, IN A DEPRESSION IN THE CENTER OF A LARGE FLAT-TOPPED
 OB0560'LEDGE.
 OB0560'
 OB0560'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 OB0560'IN DRILL HOLES IN OUTCROPPING BEDROCKS.
 OB0560'
 OB0560'THE MARKER IS A FOOT BELOW THE TOP OF THE SURROUNDING ROCK
 OB0560'AND WILL BE COVERED WITH MOSS AND SOIL IN A SHORT TIME.
 OB0560'
 OB0560'REFERENCE MARK NO. 1 IS N OF THE STATION ON A MOUND OF ROCK
 OB0560'WHICH IS PART OF THE SAME LEDGE.
 OB0560'
 OB0560'REFERENCE MARK NO. 2 IS E OF THE STATION AND 3 METERS BELOW
 OB0560'ON THE EDGE OF THE STEEP CLIFF.
 OB0560'
 OB0560'HEIGHT OF SIGNAL ABOVE STATION MARK - 5.01 METERS.
 OB0560
 OB0560                          STATION RECOVERY (1942)
 OB0560
 OB0560'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OB0560'RECOVERED AS DESCRIBED.
 OB0560
 OB0560                          STATION RECOVERY (1979)
 OB0560
 OB0560'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979 (DAM)
 OB0560'BRAGDON GOOD
 OB0560'
 OB0560'DESCRIPTION IS ADEQUATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1726 ***********************************************************************
 PE1726  DESIGNATION -  BRAGDON 1865
 PE1726  PID         -  PE1726
 PE1726  STATE/COUNTY-  ME/HANCOCK
 PE1726  USGS QUAD   -  HANCOCK (1981)
 PE1726
 PE1726                         *CURRENT SURVEY CONTROL
 PE1726  ___________________________________________________________________
 PE1726* NAD 83(1996)-  44 36 18.14588(N)    068 15 58.48061(W)     ADJUSTED  
 PE1726* NAVD 88     -        92.     (meters)     302.     (feet)  SCALED    
 PE1726  ___________________________________________________________________
 PE1726  LAPLACE CORR-           3.51  (seconds)                    DEFLEC99
 PE1726  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 PE1726
 PE1726  HORZ ORDER  -  THIRD
 PE1726
 PE1726.The horizontal coordinates were established by classical geodetic methods
 PE1726.and adjusted by the National Geodetic Survey in March 1998..
 PE1726
 PE1726.The orthometric height was scaled from a topographic map.
 PE1726
 PE1726.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1726
 PE1726.The geoid height was determined by GEOID03.
 PE1726
 PE1726;                    North         East     Units Scale Factor Converg.
 PE1726;SPC ME E     -   104,283.466   318,555.199   MT  0.99990423   +0 09 50.9
 PE1726;UTM  19      - 4,939,338.754   558,227.098   MT  0.99964169   +0 30 55.0
 PE1726
 PE1726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1726!SPC ME E     -   0.99998943  x   0.99990423  =   0.99989366
 PE1726!UTM  19      -   0.99998943  x   0.99964169  =   0.99963112
 PE1726
 PE1726:                Primary Azimuth Mark                     Grid Az
 PE1726:SPC ME E     -  MOSELEYS W F HOUSE CHIMNEY               184 59 30.3
 PE1726:UTM  19      -  MOSELEYS W F HOUSE CHIMNEY               184 38 26.2
 PE1726
 PE1726|---------------------------------------------------------------------|
 PE1726| PID    Reference Object                     Distance      Geod. Az  |
 PE1726|                                                           dddmmss.s |
 PE1726| PE1877 MOSELEYS W F HOUSE CHIMNEY          APPROX.12.4 KM 1850921.2 |
 PE1726| PE1733 CLINES BARN EAST GABLE              APPROX. 7.0 KM 1932235.4 |
 PE1726| PE1730 MC FARLANDS HILL FLAGSTAFF          APPROX.10.6 KM 2230819.9 |
 PE1726| PE1731 MC FARLAND 1865                     APPROX.10.5 KM 2234803.6 |
 PE1726|---------------------------------------------------------------------|
 PE1726
 PE1726                          SUPERSEDED SURVEY CONTROL
 PE1726
 PE1726  NAD 83(1992)-  44 36 18.13821(N)    068 15 58.48418(W) AD(       ) 3
 PE1726  NAD 83(1986)-  44 36 18.13655(N)    068 15 58.48710(W) AD(       ) 3
 PE1726  NAD 27      -  44 36 17.86000(N)    068 16 00.43000(W) AD(       ) 3
 PE1726
 PE1726.Superseded values are not recommended for survey control.
 PE1726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1726.See file dsdata.txt to determine how the superseded data were derived.
 PE1726
 PE1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK5822739339(NAD 83)
 PE1726
 PE1726  HISTORY     - Date     Condition        Report By
 PE1726  HISTORY     - 1865     MONUMENTED       COASUR
 PE1726  HISTORY     - 1879     SEE DESCRIPTION  CGS
 PE1726
 PE1726                          STATION DESCRIPTION
 PE1726
 PE1726'DESCRIBED BY COAST AND GEODETIC SURVEY 1879
 PE1726'ON A LARGE ROCKY LEDGE IN THE SOUTHERN PART OF A HIGH HILL ABOUT
 PE1726'1-1/2 MILES N OF THE VILLAGE OF WEST FRANKLIN.
 PE1726'
 PE1726'THE STATION IS ON THE E SIDE OF THE ROAD FROM WEST FRANKLIN
 PE1726'TO EASTBROOK AND IS ABOUT A MILE S OF THE BEECHLAND SCHOOL.  IT
 PE1726'IS ABOUT 1/2 MILE ENE OF THE JUNCTION OF GREAT AND MILL PONDS
 PE1726'AND 1 MILE WSW OF GEORGE POND.  THE LAND BELONGS TO THEODORE
 PE1726'GRAGDON, WHOSE HOUSE IS NEAR-BY AT BEECHLAND.
 PE1726'
 PE1726'THE STATION IS MARKED BY A COPPER BOLT SET IN A HOLE IN ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2169 ***********************************************************************
 PE2169  DESIGNATION -  BRAGDON CASTLE
 PE2169  PID         -  PE2169
 PE2169  STATE/COUNTY-  ME/PENOBSCOT
 PE2169  USGS QUAD   -  HAMPDEN (1982)
 PE2169
 PE2169                         *CURRENT SURVEY CONTROL
 PE2169  ___________________________________________________________________
 PE2169* NAD 83(1996)-  44 43 15.96375(N)    068 50 07.80667(W)     ADJUSTED  
 PE2169* NAVD 88     -                                                        
 PE2169  ___________________________________________________________________
 PE2169  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 PE2169  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 PE2169
 PE2169  HORZ ORDER  -  THIRD
 PE2169
 PE2169.The horizontal coordinates were established by classical geodetic methods
 PE2169.and adjusted by the National Geodetic Survey in March 1998..
 PE2169
 PE2169
 PE2169.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2169
 PE2169.The geoid height was determined by GEOID03.
 PE2169
 PE2169;                    North         East     Units Scale Factor Converg.
 PE2169;SPC ME E     -   117,207.601   273,421.379   MT  0.99990868   -0 14 09.9
 PE2169;UTM  19      - 4,951,982.180   513,027.713   MT  0.99960209   +0 06 56.7
 PE2169
 PE2169                          SUPERSEDED SURVEY CONTROL
 PE2169
 PE2169  NAD 83(1992)-  44 43 15.95971(N)    068 50 07.79966(W) AD(       ) 4
 PE2169  NAD 83(1986)-  44 43 15.95827(N)    068 50 07.80099(W) AD(       ) 4
 PE2169  NAD 27      -  44 43 15.70000(N)    068 50 09.68000(W) AD(       ) 3
 PE2169
 PE2169.Superseded values are not recommended for survey control.
 PE2169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2169.See file dsdata.txt to determine how the superseded data were derived.
 PE2169
 PE2169_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1302851982(NAD 83)
 PE2169
 PE2169  HISTORY     - Date     Condition        Report By
 PE2169  HISTORY     - UNK      MONUMENTED
 PE2169  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2169  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE2169
 PE2169                          STATION DESCRIPTION
 PE2169
 PE2169'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2169'THIS STATION IS LOST.  THERE IS NOW NOTHING OF PROMINENCE IN
 PE2169'THE VICINITY OF ITS PLOTTED POSITION.
 PE2169
 PE2169                          STATION RECOVERY (1944)
 PE2169
 PE2169'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE2169'STATION COULD NOT BE FOUND.  THE AREA WHERE THE STATION
 PE2169'PLOTTED WAS SEARCHED BUT THERE WAS NO EVIDENCE OF STATION.  AS
 PE2169'THERE IS NO DESCRIPTION, STATION SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0168 ***********************************************************************
 RG0168  DESIGNATION -  BRAILEY RESET
 RG0168  PID         -  RG0168
 RG0168  STATE/COUNTY-  ME/SOMERSET
 RG0168  USGS QUAD   -  HARDWOOD MOUNTAIN SE (1989)
 RG0168
 RG0168                         *CURRENT SURVEY CONTROL
 RG0168  ___________________________________________________________________
 RG0168* NAD 83(1996)-  46 17 43.51825(N)    070 00 25.16628(W)     ADJUSTED  
 RG0168* NAVD 88     -       451.81   (+/-2cm)    1482.3    (feet)  VERTCON   
 RG0168  ___________________________________________________________________
 RG0168  LAPLACE CORR-           3.79  (seconds)                    DEFLEC99
 RG0168  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 RG0168
 RG0168  HORZ ORDER  -  THIRD
 RG0168  VERT ORDER  -  THIRD ? (See Below)
 RG0168
 RG0168.The horizontal coordinates were established by classical geodetic methods
 RG0168.and adjusted by the National Geodetic Survey in March 1998..
 RG0168
 RG0168.The NAVD 88 height was computed by applying the VERTCON shift value to
 RG0168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RG0168.The vertical order pertains to the NGVD 29 superseded value.
 RG0168
 RG0168.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0168
 RG0168.The geoid height was determined by GEOID03.
 RG0168
 RG0168;                    North         East     Units Scale Factor Converg.
 RG0168;SPC ME W     -   384,718.165   912,302.629   MT  0.99996853   +0 06 55.6
 RG0168;SPC ME E     -   293,211.941   183,898.559   MT  1.00006565   -1 05 22.4
 RG0168;UTM  19      - 5,127,364.449   422,442.575   MT  0.99967394   -0 43 40.8
 RG0168
 RG0168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0168!SPC ME W     -   0.99993325  x   0.99996853  =   0.99990178
 RG0168!SPC ME E     -   0.99993325  x   1.00006565  =   0.99999889
 RG0168!UTM  19      -   0.99993325  x   0.99967394  =   0.99960721
 RG0168
 RG0168|---------------------------------------------------------------------|
 RG0168| PID    Reference Object                     Distance      Geod. Az  |
 RG0168|                                                           dddmmss.s |
 RG0168| DA4767 BRAILEY RM 1                         21.105 METERS 06100     |
 RG0168| DA4766 BRAILEY AZ MK                                      0944026.1 |
 RG0168| DA4768 BRAILEY RM 2                         32.900 METERS 29705     |
 RG0168|---------------------------------------------------------------------|
 RG0168
 RG0168                          SUPERSEDED SURVEY CONTROL
 RG0168
 RG0168  NAD 83(1992)-  46 17 43.52118(N)    070 00 25.15421(W) AD(       ) 3
 RG0168  NAD 83(1986)-  46 17 43.52964(N)    070 00 25.17287(W) AD(       ) 3
 RG0168  NAD 27      -  46 17 43.41600(N)    070 00 26.91700(W) AD(       ) 3
 RG0168  NGVD 29 (07/19/86)  451.96   (m)         1482.8    (f) LEVELING    3  
 RG0168
 RG0168.Superseded values are not recommended for survey control.
 RG0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0168.See file dsdata.txt to determine how the superseded data were derived.
 RG0168
 RG0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM2244327364(NAD 83)
 RG0168_MARKER: DS = TRIANGULATION STATION DISK
 RG0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RG0168_STAMPING: BRAILEY 1955 1981
 RG0168_MARK LOGO: NGS   
 RG0168_MAGNETIC: N = NO MAGNETIC MATERIAL
 RG0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RG0168+STABILITY: SURFACE MOTION
 RG0168
 RG0168  HISTORY     - Date     Condition        Report By
 RG0168  HISTORY     - 19810708 MONUMENTED       NGS
 RG0168
 RG0168                          STATION DESCRIPTION
 RG0168
 RG0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 RG0168'ONLY THE UNDERGROUND STATION MARK WAS RECOVERED.  THE SURFACE STATION
 RG0168'MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE ALL DESTROYED
 RG0168'WHEN CONSTRUCTION WORK WAS DONE TO THE ROAD.  A NEW SURFACE STATION
 RG0168'MARK, REFERENCE MARKS 4 AND 5 AND AZIMUTH MARK 2 WERE ESTABLISHED AT
 RG0168'THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 RG0168' 
 RG0168'THE STATION IS LOCATED ABOUT 32.2 KM (20 MI) NORTHEAST OF STE-AURELIE,
 RG0168'CANADA, 16.1 KM (10 MI) EAST OF THE UNITED STATE - CANADA BOUNDRY LINE
 RG0168'AND 4.4 KM (2.75 MI) WEST NORTHWEST OF THE NORTH END OF BAKER LAKE.
 RG0168' 
 RG0168'OWNERSHIP- INTERNATIONAL PAPER COMPANY.
 RG0168' 
 RG0168'TO REACH THE STATION FROM THE LARGE CATHOLIC CHURCH IN THE CENTER OF
 RG0168'STE-AURELIE, CANADA, GO NORTHEAST ON HIGHWAY 277 FOR 7.7 KM (4.8 MI)
 RG0168'TO THE CANADIAN CUSTOMS ON THE LEFT AND A IRON BRIDGE ON THE RIGHT.
 RG0168'TURN RIGHT AND GO EAST AND NORTHEAST ON THE MAIN TRAVELED DIRT ROAD
 RG0168'FOR 19.8 KM (12.3 MI) TO A WOODEN BRIDGE OVER BRAILEY BROOK.  CONTINUE
 RG0168'NORTHEAST ON THE DIRT ROAD FOR 7.0 KM (4.35 MI) TO A SIDE ROAD LEFT.
 RG0168'CONTINUE EAST ON THE DIRT ROAD FOR 0.5 KM (0.3 MI) TO THE STATION ON
 RG0168'THE RIGHT.
 RG0168' 
 RG0168'THE STATION IS A STANDARD NGS DISK STAMPED--BRAILEY 1955 1981--, SET
 RG0168'INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE FLUSH WITH GROUND
 RG0168'LOCATED 57.5 FT (17.5 M) SSW FROM A 14-INCH TRIANGULAR BLAZED SPRUCE
 RG0168'TREE, 20.0 FT (6.1 M) SW FROM THE CENTER OF THE DIRT ROAD, AND 6.3 FT
 RG0168'(1.9 M) NNE FROM A METAL WITNESS POST.
 RG0168' 
 RG0168'THE UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED--BRAILEY 1955--,
 RG0168'SET INTO AN IRREGULAR MASS OF CONCRETE 2.0 FT (0.6 M) BELOW THE
 RG0168'SURFACE.
 RG0168' 
 RG0168'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--BRAILEY 1955 NO 3
 RG0168'1981--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30
 RG0168'CM IN DIAMETER FLUSH WITH GROUND LOCATED 77.5 FT (23.6 M) WSW FROM THE
 RG0168'14-INCH TRIANGULAR BLAZED SPRUCE TREE, 27.0 FT (8.2 M) SW FROM THE
 RG0168'CENTER OF THE DIRT ROAD, AND 61.5 FT (18.7 M) WNW FROM THE METAL
 RG0168'WITNESS POST.
 RG0168' 
 RG0168'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED--BRAILEY 1955 NO 4
 RG0168'1981--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES OR 30
 RG0168'CM ON SIDE PROJECTING 3 INCHES OR 80 CM ABOVE THE GROUND LOCATED 33.5
 RG0168'FT (10.2 M) NE FROM THE CENTER OF DIRT ROAD, 8.5 FT (2.6 M) ESE FROM
 RG0168'THE 14-INCH TRIANGULAR BLAZED SPRUCE TREE, AND 2.0 FT (1.2 M) HIGHER
 RG0168'THAN THE STATION.
 RG0168' 
 RG0168'AZIMUTH MARK NO 2 IS A STANDARD NGS DISK STAMPED--BRAILEY 1955 NO 2
 RG0168'1981--, CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 6 INCHES
 RG0168'(15 CM) ABOVE THE GROUND LOCATED 35.0 FT S FROM THE CENTER OF THE DIRT
 RG0168'ROAD, 10.0 FT N FROM A 16-INCH TRIANGULAR BLAZED MAPLE TREE, AND 2.4
 RG0168'FT W FROM A METAL WITNESS POST.
 RG0168' 
 RG0168'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE DIRT ROAD
 RG0168'FOR 0.5 KM (0.3 MI) TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1804 ***********************************************************************
 OC1804  DESIGNATION -  BRAMHALL 1854
 OC1804  PID         -  OC1804
 OC1804  STATE/COUNTY-  ME/CUMBERLAND
 OC1804  USGS QUAD   -  PORTLAND WEST (1978)
 OC1804
 OC1804                         *CURRENT SURVEY CONTROL
 OC1804  ___________________________________________________________________
 OC1804* NAD 83(1996)-  43 38 47.73817(N)    070 16 32.52289(W)     ADJUSTED  
 OC1804* NAVD 88     -        50.     (meters)     164.     (feet)  SCALED    
 OC1804  ___________________________________________________________________
 OC1804  LAPLACE CORR-           3.71  (seconds)                    DEFLEC99
 OC1804  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 OC1804
 OC1804  HORZ ORDER  -  THIRD
 OC1804
 OC1804.The horizontal coordinates were established by classical geodetic methods
 OC1804.and adjusted by the National Geodetic Survey in March 1998..
 OC1804
 OC1804.The orthometric height was scaled from a topographic map.
 OC1804
 OC1804.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1804
 OC1804.The geoid height was determined by GEOID03.
 OC1804
 OC1804;                    North         East     Units Scale Factor Converg.
 OC1804;SPC ME W     -    90,353.915   891,203.338   MT  0.99996762   -0 04 30.9
 OC1804;UTM  19      - 4,833,412.632   397,116.268   MT  0.99973020   -0 52 50.1
 OC1804
 OC1804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1804!SPC ME W     -   0.99999630  x   0.99996762  =   0.99996392
 OC1804!UTM  19      -   0.99999630  x   0.99973020  =   0.99972650
 OC1804
 OC1804:                Primary Azimuth Mark                     Grid Az
 OC1804:SPC ME W     -  PAYSON COTTAGE CHIMNEY                   004 48 39.3
 OC1804:UTM  19      -  PAYSON COTTAGE CHIMNEY                   005 36 58.5
 OC1804
 OC1804|---------------------------------------------------------------------|
 OC1804| PID    Reference Object                     Distance      Geod. Az  |
 OC1804|                                                           dddmmss.s |
 OC1804| OC1800 PAYSON COTTAGE CHIMNEY              APPROX. 4.1 KM 0044408.4 |
 OC1804| OC1817 PORTLAND CASCO ST GREEN SPIRE       APPROX. 1.6 KM 0425657.1 |
 OC1804| OC1801 PORTLAND PINE STREET METH CH        APPROX. 0.9 KM 0453210.3 |
 OC1804| OC1656 MUNJOY HILL OBSERVATORY             APPROX. 3.0 KM 0464212.2 |
 OC1804| OC1818 PORTLAND FIRST PARISH CH SPIRE      APPROX. 1.9 KM 0470337.3 |
 OC1804| OC1823 PORTLAND CONGRESS ST PARISH CH      APPROX. 2.1 KM 0473002.7 |
 OC1804| OC1822 PORTLAND FED ST BAP CH LOW TWR      APPROX. 2.1 KM 0492931.6 |
 OC1804| OC1798 PORTLAND STATE ST TALL SPIRE        APPROX. 1.0 KM 0514301.2 |
 OC1804| OC1826 PORTLAND HIGH ST TALL TOWER         APPROX. 1.3 KM 0535333.9 |
 OC1804| OC1825 PORTLAND PARK ST UNITARIAN CH       APPROX. 1.2 KM 0594019.4 |
 OC1804| OC1648 PEAKS IS STIRLINGS BARN W END       APPROX. 6.6 KM 0804845.2 |
 OC1804| OC1614 POORDICK CHURCH                     APPROX. 3.1 KM 1141444.5 |
 OC1804| OC1572 WOODBURY HOUSE N CHIMNEY            APPROX. 4.4 KM 1291702.6 |
 OC1804| OC1808 BENNETTS HOUSE                      APPROX. 1.8 KM 2070815.0 |
 OC1804| OC1896 SCOTTOWAY WATER HOUSE               APPROX.10.0 KM 2290805.8 |
 OC1804| OC1809 STATE REFORM SCHOOL E TOWER         APPROX. 2.8 KM 2492846.6 |
 OC1804| OC1827 WHITE SPIRE                         APPROX. 2.6 KM 3121614.3 |
 OC1804| OC1810 LONGFELLOW HOUSE EAST CHIM          APPROX. 2.4 KM 3310418.3 |
 OC1804|---------------------------------------------------------------------|
 OC1804
 OC1804                          SUPERSEDED SURVEY CONTROL
 OC1804
 OC1804  NAD 83(1992)-  43 38 47.73656(N)    070 16 32.52380(W) AD(       ) 3
 OC1804  NAD 83(1986)-  43 38 47.74266(N)    070 16 32.52926(W) AD(       ) 3
 OC1804  NAD 27      -  43 38 47.44000(N)    070 16 34.36000(W) AD(       ) 3
 OC1804
 OC1804.Superseded values are not recommended for survey control.
 OC1804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1804.See file dsdata.txt to determine how the superseded data were derived.
 OC1804
 OC1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9711633413(NAD 83)
 OC1804
 OC1804  HISTORY     - Date     Condition        Report By
 OC1804  HISTORY     - 1854     MONUMENTED       CGS
 OC1804  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1804
 OC1804                          STATION DESCRIPTION
 OC1804
 OC1804'DESCRIBED BY COAST AND GEODETIC SURVEY 1854 (COB)
 OC1804'STATION IS ON THE HIGHEST PART OF BRAMHALL HILL, IN THE SW PART
 OC1804'OF PORTLAND, AND 36-3/4 FEET FROM THE CEMETERY FENCE.  THE
 OC1804'SURFACE MARK IS A STONE WITH DIAGONAL MARKS CUT ON IT, THE
 OC1804'SUBSURFACE MARK IS AN EARTHEN CONE BURIED WITH ITS TOP 15 INCHES
 OC1804'BELOW THE SURFACE.
 OC1804
 OC1804                          STATION RECOVERY (1933)
 OC1804
 OC1804'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1804'STATION IS LOST.  A HOUSE HAS BEEN BUILT ON SITE OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0354 ***********************************************************************
 QF0354  DESIGNATION -  BRANDY HILL
 QF0354  PID         -  QF0354
 QF0354  STATE/COUNTY-  ME/WASHINGTON
 QF0354  USGS QUAD   -  
 QF0354
 QF0354                         *CURRENT SURVEY CONTROL
 QF0354  ___________________________________________________________________
 QF0354* NAD 83(1996)-  45 31 58.36772(N)    067 20 55.47325(W)     ADJUSTED  
 QF0354* NAVD 88     -       213.     (meters)     699.     (feet)  SCALED    
 QF0354  ___________________________________________________________________
 QF0354  LAPLACE CORR-           3.47  (seconds)                    DEFLEC99
 QF0354  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 QF0354
 QF0354  HORZ ORDER  -  THIRD
 QF0354
 QF0354.The horizontal coordinates were established by classical geodetic methods
 QF0354.and adjusted by the National Geodetic Survey in March 1998..
 QF0354
 QF0354.The orthometric height was scaled from a topographic map.
 QF0354
 QF0354.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0354
 QF0354.The geoid height was determined by GEOID03.
 QF0354
 QF0354;                    North         East     Units Scale Factor Converg.
 QF0354;SPC ME E     -   208,005.008   389,918.569   MT  0.99999938   +0 49 17.9
 QF0354;UTM  19      - 5,043,475.459   628,932.046   MT  0.99980438   +1 10 42.9
 QF0354
 QF0354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0354!SPC ME E     -   0.99997032  x   0.99999938  =   0.99996970
 QF0354!UTM  19      -   0.99997032  x   0.99980438  =   0.99977471
 QF0354
 QF0354:                Primary Azimuth Mark                     Grid Az
 QF0354:SPC ME E     -  PIRATE IBC 1946                          278 38 15.9
 QF0354:UTM  19      -  PIRATE IBC 1946                          278 16 50.9
 QF0354
 QF0354|---------------------------------------------------------------------|
 QF0354| PID    Reference Object                     Distance      Geod. Az  |
 QF0354|                                                           dddmmss.s |
 QF0354| QF1551 PIRATE IBC 1946                     APPROX.15.4 KM 2792733.8 |
 QF0354|---------------------------------------------------------------------|
 QF0354
 QF0354                          SUPERSEDED SURVEY CONTROL
 QF0354
 QF0354  NAD 83(1992)-  45 31 58.36361(N)    067 20 55.47029(W) AD(       ) 3
 QF0354  NAD 83(1986)-  45 31 58.36830(N)    067 20 55.47913(W) AD(       ) 3
 QF0354  NAD 27      -  45 31 58.12200(N)    067 20 57.48100(W) AD(       ) 3
 QF0354
 QF0354.Superseded values are not recommended for survey control.
 QF0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0354.See file dsdata.txt to determine how the superseded data were derived.
 QF0354
 QF0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2893243475(NAD 83)
 QF0354_MARKER: DD = SURVEY DISK
 QF0354_SETTING: 66 = SET IN ROCK OUTCROP
 QF0354_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 QF0354_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0354+STABILITY: POSITION/ELEVATION WELL
 QF0354
 QF0354  HISTORY     - Date     Condition        Report By
 QF0354  HISTORY     - 1888     MONUMENTED       CGS
 QF0354  HISTORY     - 1946     GOOD             IBC
 QF0354
 QF0354                          STATION DESCRIPTION
 QF0354
 QF0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1888 (CHB)
 QF0354'ON A HIGH HILL ABOUT 4-1/2 MILES SE BY E FROM VANCEBORO, ABOUT 3-1/2
 QF0354'MILES SW OF MCADAM JUNCTION ON THE CANADIAN PACIFIC RAILWAY, AND
 QF0354'1-1/4 MILES E OF THE ST STEPHEN - WOODSTOCK ROAD.  THE STATION IS AT
 QF0354'THE SUMMIT OF THE HILL, WHICH IS BARE AND FAIRLY LEVEL, SURROUNDED
 QF0354'BY HIGH HARDWOOD TREES, MAKING LONG LINES OF CUTTING NECESSARY.
 QF0354'
 QF0354'STATION MARK IS AN IBC BRONZE STATION DISK SET IN A DRILL HOLE IN THE
 QF0354'BARE ROCK LEDGE.  A DRILL HOLE IS A 4 FEET 10-1/2 INCHES WNW OF THE
 QF0354'STATION IN THE ROCK LEDGE.
 QF0354
 QF0354                          STATION RECOVERY (1946)
 QF0354
 QF0354'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF0354'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2549 ***********************************************************************
 PE2549  DESIGNATION -  BRAY
 PE2549  PID         -  PE2549
 PE2549  STATE/COUNTY-  ME/WALDO
 PE2549  USGS QUAD   -  BUCKSPORT (1982)
 PE2549
 PE2549                         *CURRENT SURVEY CONTROL
 PE2549  ___________________________________________________________________
 PE2549* NAD 83(1996)-  44 32 09.89645(N)    068 45 28.00216(W)     ADJUSTED  
 PE2549* NAVD 88     -        -1.     (meters)      -3.     (feet)  SCALED    
 PE2549  ___________________________________________________________________
 PE2549  LAPLACE CORR-           2.19  (seconds)                    DEFLEC99
 PE2549  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 PE2549
 PE2549  HORZ ORDER  -  THIRD
 PE2549
 PE2549.The horizontal coordinates were established by classical geodetic methods
 PE2549.and adjusted by the National Geodetic Survey in March 1998..
 PE2549.No horizontal observational check was made to the station.
 PE2549
 PE2549.The orthometric height was scaled from a topographic map.
 PE2549
 PE2549.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2549
 PE2549.The geoid height was determined by GEOID03.
 PE2549
 PE2549;                    North         East     Units Scale Factor Converg.
 PE2549;SPC ME E     -    96,627.109   279,513.694   MT  0.99990516   -0 10 50.9
 PE2549;UTM  19      - 4,931,445.661   519,244.195   MT  0.99960455   +0 10 11.6
 PE2549
 PE2549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2549!SPC ME E     -   1.00000415  x   0.99990516  =   0.99990931
 PE2549!UTM  19      -   1.00000415  x   0.99960455  =   0.99960870
 PE2549
 PE2549                          SUPERSEDED SURVEY CONTROL
 PE2549
 PE2549  NAD 83(1992)-  44 32 09.89747(N)    068 45 27.98689(W) AD(       ) 3
 PE2549  NAD 83(1986)-  44 32 09.88606(N)    068 45 27.99019(W) AD(       ) 3
 PE2549
 PE2549.Superseded values are not recommended for survey control.
 PE2549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2549.See file dsdata.txt to determine how the superseded data were derived.
 PE2549
 PE2549_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1924431446(NAD 83)
 PE2549_MARKER: Z = SEE DESCRIPTION
 PE2549_SETTING: 0 = UNSPECIFIED SETTING
 PE2549_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2549_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE2549
 PE2549  HISTORY     - Date     Condition        Report By
 PE2549  HISTORY     - 1983     MONUMENTED       NOS
 PE2549
 PE2549                          STATION DESCRIPTION
 PE2549
 PE2549'DESCRIBED BY NATIONAL OCEAN SERVICE 1983 (RST)
 PE2549'THE STATION IS LOCATED ON A ROCK AT THE SOUTH END OF GRASS
 PE2549'POINT AT THE POINT OF CONFLUENCE OF THE ORLAND RIVER AND
 PE2549'THE EASTERN CHANNEL OF THE PENOBSCOT RIVER.
 PE2549'
 PE2549'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 0.84 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0934 ***********************************************************************
 QF0934  DESIGNATION -  BREAKNECK
 QF0934  PID         -  QF0934
 QF0934  STATE/COUNTY-  ME/WASHINGTON
 QF0934  USGS QUAD   -  MEDDYBEMPS LAKE WEST (1987)
 QF0934
 QF0934                         *CURRENT SURVEY CONTROL
 QF0934  ___________________________________________________________________
 QF0934* NAD 83(1996)-  45 03 09.29844(N)    067 29 12.70067(W)     ADJUSTED  
 QF0934* NAVD 88     -       198.     (meters)     650.     (feet)  SCALED    
 QF0934  ___________________________________________________________________
 QF0934  LAPLACE CORR-           3.83  (seconds)                    DEFLEC99
 QF0934  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 QF0934
 QF0934  HORZ ORDER  -  THIRD
 QF0934
 QF0934.The horizontal coordinates were established by classical geodetic methods
 QF0934.and adjusted by the National Geodetic Survey in March 1998..
 QF0934
 QF0934.The orthometric height was scaled from a topographic map.
 QF0934
 QF0934.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0934
 QF0934.The geoid height was determined by GEOID03.
 QF0934
 QF0934;                    North         East     Units Scale Factor Converg.
 QF0934;SPC ME E     -   154,485.979   379,801.699   MT  0.99997828   +0 43 01.5
 QF0934;UTM  19      - 4,989,905.378   619,149.340   MT  0.99977456   +1 04 15.8
 QF0934
 QF0934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0934!SPC ME E     -   0.99997267  x   0.99997828  =   0.99995095
 QF0934!UTM  19      -   0.99997267  x   0.99977456  =   0.99974724
 QF0934
 QF0934:                Primary Azimuth Mark                     Grid Az
 QF0934:SPC ME E     -  WESLEY FT                                229 35 32.8
 QF0934:UTM  19      -  WESLEY FT                                229 14 18.5
 QF0934
 QF0934|---------------------------------------------------------------------|
 QF0934| PID    Reference Object                     Distance      Geod. Az  |
 QF0934|                                                           dddmmss.s |
 QF0934| PD1091 WESLEY FT                           APPROX.17.6 KM 2301834.3 |
 QF0934|---------------------------------------------------------------------|
 QF0934
 QF0934                          SUPERSEDED SURVEY CONTROL
 QF0934
 QF0934  NAD 83(1992)-  45 03 09.29399(N)    067 29 12.69919(W) AD(       ) 3
 QF0934  NAD 83(1986)-  45 03 09.29275(N)    067 29 12.70442(W) AD(       ) 3
 QF0934  NAD 27      -  45 03 09.01440(N)    067 29 14.72510(W) AD(       ) 3
 QF0934
 QF0934.Superseded values are not recommended for survey control.
 QF0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0934.See file dsdata.txt to determine how the superseded data were derived.
 QF0934
 QF0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK1914989905(NAD 83)
 QF0934_MARKER: DD = SURVEY DISK
 QF0934_SETTING: 66 = SET IN ROCK OUTCROP
 QF0934_SP_SET: SET IN A ROCK LEDGE
 QF0934_MAGNETIC: N = NO MAGNETIC MATERIAL
 QF0934_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0934+STABILITY: POSITION/ELEVATION WELL
 QF0934
 QF0934  HISTORY     - Date     Condition        Report By
 QF0934  HISTORY     - 1928     MONUMENTED       USGS
 QF0934
 QF0934                          STATION DESCRIPTION
 QF0934
 QF0934'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 QF0934'LOCATED ON BREAKNECK HILL WHICH IS LOCATED NEAR CENTER OF W. SIDE OF
 QF0934'ALEXANDER TOWNSHIP.  STATION IS ON HIGHEST POINT OF HILL WHICH IS
 QF0934'2.7 MI BY RD. FROM ALEXANDER TOWN HALL AND 2.0 MI W. OF OUTLET OF
 QF0934'PLEASANT LAKE, 1.2 MI W. OF CEDAR POST OFFICE, AN OLD RD. LEADS FROM
 QF0934'CEDAR POST OFFICE, WHICH IS LOCATED 2.5 MI S. OF ALEXANDER ON
 QF0934'ALEXANDER-COOPER RD., DUE W. TO TOP OF HILL, A CAR CAN BE TAKEN OVER
 QF0934'THIS RD. TO WITHIN 0.5 MI OF STATION.
 QF0934'
 QF0934'STATION MARK- STANDARD DISK IN ROCK LEDGE OUTCROP ON CENTER AND
 QF0934'HIGHEST POINT OF HILL.
 QF0934'
 QF0934'REFERENCE MARK NO. 1-  A LEAD SLUG DRIVEN IN
 QF0934'CREVICE IN LEDGE 43.1 FT DISTANT- S 00 DEG 54 MIN E.
 QF0934'
 QF0934'REFERENCE MARK NO. 2-  A COPPER NAIL AND WASHER IN TRIANGLE
 QF0934'BLAZE ON 5-IN. SPRUCE TREE 39.1 FT DISTANT- N 52 DEG 56 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0681 ***********************************************************************
 PD0681  DESIGNATION -  BREAKWATER
 PD0681  PID         -  PD0681
 PD0681  STATE/COUNTY-  ME/WASHINGTON
 PD0681  USGS QUAD   -  LUBEC (1977)
 PD0681
 PD0681                         *CURRENT SURVEY CONTROL
 PD0681  ___________________________________________________________________
 PD0681* NAD 83(1996)-  44 51 46.19510(N)    066 58 58.83449(W)     ADJUSTED  
 PD0681* NAVD 88     -                                                        
 PD0681  ___________________________________________________________________
 PD0681  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 PD0681  GEOID HEIGHT-         -22.37  (meters)                     GEOID03
 PD0681
 PD0681  HORZ ORDER  -  THIRD
 PD0681
 PD0681.The horizontal coordinates were established by classical geodetic methods
 PD0681.and adjusted by the National Geodetic Survey in March 1998..
 PD0681
 PD0681
 PD0681.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0681
 PD0681.The geoid height was determined by GEOID03.
 PD0681
 PD0681;                    North         East     Units Scale Factor Converg.
 PD0681;SPC ME E     -   134,021.152   419,883.036   MT  1.00007667   +1 04 12.8
 PD0681;UTM  19      - 4,969,691.897   659,348.747   MT  0.99991224   +1 25 23.2
 PD0681
 PD0681:                Primary Azimuth Mark                     Grid Az
 PD0681:SPC ME E     -  CHAMBERS IBC                             029 35 46.0
 PD0681:UTM  19      -  CHAMBERS IBC                             029 14 35.6
 PD0681
 PD0681|---------------------------------------------------------------------|
 PD0681| PID    Reference Object                     Distance      Geod. Az  |
 PD0681|                                                           dddmmss.s |
 PD0681| PD0747 CHAMBERS IBC                        475.211 METERS 0303958.8 |
 PD0681| PD0720 LUBEC NARROWS MULHOLLAND PT LT      272.311 METERS 08410     |
 PD0681| PD0744 CHARLEY IBC                         444.279 METERS 1273426.0 |
 PD0681| PD0754 POINT X IBC                           5.599 METERS 21855     |
 PD0681|---------------------------------------------------------------------|
 PD0681
 PD0681                          SUPERSEDED SURVEY CONTROL
 PD0681
 PD0681  NAD 83(1992)-  44 51 46.18476(N)    066 58 58.83716(W) AD(       ) 3
 PD0681  NAD 83(1986)-  44 51 46.17718(N)    066 58 58.83902(W) AD(       ) 3
 PD0681  NAD 27      -  44 51 45.88768(N)    066 59 00.92881(W) AD(       ) 3
 PD0681
 PD0681.Superseded values are not recommended for survey control.
 PD0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0681.See file dsdata.txt to determine how the superseded data were derived.
 PD0681
 PD0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5934969692(NAD 83)
 PD0681_MARKER: W = UNMONUMENTED
 PD0681_SETTING: 0 = UNSPECIFIED SETTING
 PD0681
 PD0681  HISTORY     - Date     Condition        Report By
 PD0681  HISTORY     - UNK      MONUMENTED
 PD0681  HISTORY     - 1919     SEE DESCRIPTION  CGS
 PD0681
 PD0681                          STATION DESCRIPTION
 PD0681
 PD0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1919
 PD0681'DESTROYED, SEE BREAKWATER 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0758 ***********************************************************************
 PD0758  DESIGNATION -  BREAKWATER 3 IBC
 PD0758  PID         -  PD0758
 PD0758  STATE/COUNTY-  ME/WASHINGTON
 PD0758  USGS QUAD   -  LUBEC (1977)
 PD0758
 PD0758                         *CURRENT SURVEY CONTROL
 PD0758  ___________________________________________________________________
 PD0758* NAD 83(1996)-  44 51 46.19999(N)    066 58 58.82842(W)     ADJUSTED  
 PD0758* NAVD 88     -                                                        
 PD0758  ___________________________________________________________________
 PD0758  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 PD0758  GEOID HEIGHT-         -22.37  (meters)                     GEOID03
 PD0758
 PD0758  HORZ ORDER  -  THIRD
 PD0758
 PD0758.The horizontal coordinates were established by classical geodetic methods
 PD0758.and adjusted by the National Geodetic Survey in March 1998..
 PD0758
 PD0758
 PD0758.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0758
 PD0758.The geoid height was determined by GEOID03.
 PD0758
 PD0758;                    North         East     Units Scale Factor Converg.
 PD0758;SPC ME E     -   134,021.306   419,883.167   MT  1.00007667   +1 04 12.8
 PD0758;UTM  19      - 4,969,692.051   659,348.876   MT  0.99991224   +1 25 23.2
 PD0758
 PD0758                          SUPERSEDED SURVEY CONTROL
 PD0758
 PD0758  NAD 83(1992)-  44 51 46.18963(N)    066 58 58.83109(W) AD(       ) 3
 PD0758  NAD 83(1986)-  44 51 46.18176(N)    066 58 58.83300(W) AD(       ) 3
 PD0758
 PD0758.Superseded values are not recommended for survey control.
 PD0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0758.See file dsdata.txt to determine how the superseded data were derived.
 PD0758
 PD0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5934969692(NAD 83)
 PD0758_MARKER: DH = HORIZONTAL CONTROL DISK
 PD0758_SETTING: 80 = SET IN A BOULDER
 PD0758_SP_SET: SET IN DRILL HOLE IN A BOULDER
 PD0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0758+STABILITY: SURFACE MOTION
 PD0758
 PD0758  HISTORY     - Date     Condition        Report By
 PD0758  HISTORY     - 1961     MONUMENTED       IBC
 PD0758
 PD0758                          STATION DESCRIPTION
 PD0758
 PD0758'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1961 (NWS)
 PD0758'STATION IS ON THE BREAKWATER, LUBEC, MAINE, NEAR THE CENTER OF THE
 PD0758'OUTER GRANITE BLOCK OF THE OLD SECTION.  IT HAS BEEN MOVED SEVERAL
 PD0758'TIMES BY THE ICE, AND THE POSITION REDETERMINED IN 1961.
 PD0758'
 PD0758'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE IN THE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2010 ***********************************************************************
 OC2010  DESIGNATION -  BREAKWATER COURT CUPOLA
 OC2010  PID         -  OC2010
 OC2010  STATE/COUNTY-  ME/YORK
 OC2010  USGS QUAD   -  KENNEBUNKPORT (1975)
 OC2010
 OC2010                         *CURRENT SURVEY CONTROL
 OC2010  ___________________________________________________________________
 OC2010* NAD 83(1996)-  43 20 50.64786(N)    070 28 19.25768(W)     ADJUSTED  
 OC2010* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 OC2010  ___________________________________________________________________
 OC2010  LAPLACE CORR-           2.75  (seconds)                    DEFLEC99
 OC2010  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 OC2010
 OC2010  HORZ ORDER  -  THIRD
 OC2010
 OC2010.The horizontal coordinates were established by classical geodetic methods
 OC2010.and adjusted by the National Geodetic Survey in March 1998..
 OC2010
 OC2010.The orthometric height was scaled from a topographic map.
 OC2010
 OC2010.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2010
 OC2010.The geoid height was determined by GEOID03.
 OC2010
 OC2010;                    North         East     Units Scale Factor Converg.
 OC2010;SPC ME W     -    57,153.600   875,243.069   MT  0.99997420   -0 12 34.6
 OC2010;UTM  19      - 4,800,446.489   380,695.790   MT  0.99977509   -1 00 37.9
 OC2010
 OC2010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2010!SPC ME W     -   1.00000322  x   0.99997420  =   0.99997742
 OC2010!UTM  19      -   1.00000322  x   0.99977509  =   0.99977831
 OC2010
 OC2010|---------------------------------------------------------------------|
 OC2010| PID    Reference Object                     Distance      Geod. Az  |
 OC2010|                                                           dddmmss.s |
 OC2010| OC2024 KENNEBUNKPORT PIER LIGHT            357.055 METERS 24437     |
 OC2010| OC2021 KENNEBUNK BEACH ATL HOTEL ROOF      APPROX. 2.1 KM 2661357.7 |
 OC2010|---------------------------------------------------------------------|
 OC2010
 OC2010                          SUPERSEDED SURVEY CONTROL
 OC2010
 OC2010  NAD 83(1992)-  43 20 50.64663(N)    070 28 19.25898(W) AD(       ) 3
 OC2010  NAD 83(1986)-  43 20 50.65230(N)    070 28 19.26472(W) AD(       ) 3
 OC2010  NAD 27      -  43 20 50.34000(N)    070 28 21.12000(W) AD(       ) 3
 OC2010
 OC2010.Superseded values are not recommended for survey control.
 OC2010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2010.See file dsdata.txt to determine how the superseded data were derived.
 OC2010
 OC2010_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ8069600446(NAD 83)
 OC2010
 OC2010  HISTORY     - Date     Condition        Report By
 OC2010  HISTORY     - 1941     MONUMENTED       CGS
 OC2010  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OC2010  HISTORY     - 1982     GOOD             USPSQD
 OC2010
 OC2010                          STATION DESCRIPTION
 OC2010
 OC2010'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC2010'THIS INTERSECTION STATION IS THE CUPOLA WITH A SHIP WEATHER
 OC2010'VANE ABOVE A KIND OF OBSERVATION POINT ON THE TOP CENTER OF THE
 OC2010'BREAKWATER COURT, WHICH IS A LARGE RESORT HOTEL LOCATED ON THE
 OC2010'N SIDE OF THE KENNEBUNK RIVER, ABOUT 1 MILES OF THE TOWN OF
 OC2010'KENNEBUNKPORT.
 OC2010
 OC2010                          STATION RECOVERY (1953)
 OC2010
 OC2010'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EHK)
 OC2010'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED WITH
 OC2010'THE FOLLOWING EXCEPTION--
 OC2010'
 OC2010'THE NAME OF THE HOTEL HAS BEEN CHANGED TO THE COLONY.
 OC2010
 OC2010                          STATION RECOVERY (1982)
 OC2010
 OC2010'RECOVERY NOTE BY US POWER SQUADRON 1982 (HMB)
 OC2010'THIS INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION.  THE
 OC2010'1941 DESCRIPTION IS ADEQUATE WITH THE EXCEPTION THAT THE NAME OF THE
 OC2010'HOTEL HAS BEEN CHANGED TO THE COLONY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0625 ***********************************************************************
 QF0625  DESIGNATION -  BREEZE IBC
 QF0625  PID         -  QF0625
 QF0625  STATE/COUNTY-  ME/WASHINGTON
 QF0625  USGS QUAD   -  VANCEBORO (1988)
 QF0625
 QF0625                         *CURRENT SURVEY CONTROL
 QF0625  ___________________________________________________________________
 QF0625* NAD 83(1996)-  45 35 15.85592(N)    067 29 32.77032(W)     ADJUSTED  
 QF0625* NAVD 88     -       116.     (meters)     381.     (feet)  SCALED    
 QF0625  ___________________________________________________________________
 QF0625  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 QF0625  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 QF0625
 QF0625  HORZ ORDER  -  THIRD
 QF0625
 QF0625.The horizontal coordinates were established by classical geodetic methods
 QF0625.and adjusted by the National Geodetic Survey in March 1998..
 QF0625
 QF0625.The orthometric height was scaled from a topographic map.
 QF0625
 QF0625.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0625
 QF0625.The geoid height was determined by GEOID03.
 QF0625
 QF0625;                    North         East     Units Scale Factor Converg.
 QF0625;SPC ME E     -   213,950.521   378,618.895   MT  0.99997597   +0 43 11.1
 QF0625;UTM  19      - 5,049,349.255   617,597.810   MT  0.99977002   +1 04 37.2
 QF0625
 QF0625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0625!SPC ME E     -   0.99998556  x   0.99997597  =   0.99996153
 QF0625!UTM  19      -   0.99998556  x   0.99977002  =   0.99975558
 QF0625
 QF0625:                Primary Azimuth Mark                     Grid Az
 QF0625:SPC ME E     -  HEIFER                                   004 47 36.6
 QF0625:UTM  19      -  HEIFER                                   004 26 10.5
 QF0625
 QF0625|---------------------------------------------------------------------|
 QF0625| PID    Reference Object                     Distance      Geod. Az  |
 QF0625|                                                           dddmmss.s |
 QF0625| QF0622 HEIFER                              APPROX. 0.6 KM 0053047.7 |
 QF0625| QF0619 WHITE OWL IBC                       428.455 METERS 0392439.9 |
 QF0625| QF0628 BAY IBC                             APPROX. 0.5 KM 1925935.5 |
 QF0625|---------------------------------------------------------------------|
 QF0625
 QF0625                          SUPERSEDED SURVEY CONTROL
 QF0625
 QF0625  NAD 83(1992)-  45 35 15.85208(N)    067 29 32.76747(W) AD(       ) 3
 QF0625  NAD 83(1986)-  45 35 15.85614(N)    067 29 32.77808(W) AD(       ) 3
 QF0625  NAD 27      -  45 35 15.61900(N)    067 29 34.77900(W) AD(       ) 3
 QF0625
 QF0625.Superseded values are not recommended for survey control.
 QF0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0625.See file dsdata.txt to determine how the superseded data were derived.
 QF0625
 QF0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL1759849349(NAD 83)
 QF0625_MARKER: X = CHISELED CROSS
 QF0625_SETTING: 80 = SET IN A BOULDER
 QF0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0625+STABILITY: SURFACE MOTION
 QF0625
 QF0625  HISTORY     - Date     Condition        Report By
 QF0625  HISTORY     - 1911     MONUMENTED       IBC
 QF0625  HISTORY     - 1946     SEE DESCRIPTION  IBC
 QF0625  HISTORY     - 1972     SEE DESCRIPTION  IBC
 QF0625
 QF0625                          STATION DESCRIPTION
 QF0625
 QF0625'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (AJB)
 QF0625'ON A ROCK ROCK BAR IN SANDY BAY, ABOUT MIDWAY BETWEEN---THE
 QF0625'NARROWS---AND THE SHORE DIRECTLY S, AND 400 METERS OFF THE E SHORE OF
 QF0625'SANDY BAY.
 QF0625'
 QF0625'STATION MARK IS A CROSS CUT IN A ROCK.
 QF0625
 QF0625                          STATION RECOVERY (1946)
 QF0625
 QF0625'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF0625'TWO OF THE EYEBOLTS FOR FASTENING GUY WIRES WERE SEEN UNDER WATER,
 QF0625'BUT NOT THE STATION MARK.
 QF0625
 QF0625                          STATION RECOVERY (1972)
 QF0625
 QF0625'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF0625'THIS STATION WAS NOT RECOVERED BECAUSE THE WATER WAS TOO DEEP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2381 ***********************************************************************
 PE2381  DESIGNATION -  BREMO RESET
 PE2381  PID         -  PE2381
 PE2381  STATE/COUNTY-  ME/LINCOLN
 PE2381  USGS QUAD   -  WALDOBORO WEST (1988)
 PE2381
 PE2381                         *CURRENT SURVEY CONTROL
 PE2381  ___________________________________________________________________
 PE2381* NAD 83(1996)-  44 01 45.85335(N)    069 22 38.70138(W)     ADJUSTED  
 PE2381* NAVD 88     -        14.     (meters)      46.     (feet)  SCALED    
 PE2381  ___________________________________________________________________
 PE2381  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 PE2381  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 PE2381
 PE2381  HORZ ORDER  -  THIRD
 PE2381
 PE2381.The horizontal coordinates were established by classical geodetic methods
 PE2381.and adjusted by the National Geodetic Survey in March 1998..
 PE2381
 PE2381.The orthometric height was scaled from a topographic map.
 PE2381
 PE2381.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2381
 PE2381.The geoid height was determined by GEOID03.
 PE2381
 PE2381;                    North         East     Units Scale Factor Converg.
 PE2381;SPC ME W     -   133,183.243   963,269.398   MT  1.00001588   +0 32 54.8
 PE2381;SPC ME E     -    40,673.728   229,667.419   MT  0.99996082   -0 36 35.5
 PE2381;UTM  19      - 4,875,207.888   469,755.864   MT  0.99961125   -0 15 44.3
 PE2381
 PE2381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2381!SPC ME W     -   1.00000183  x   1.00001588  =   1.00001771
 PE2381!SPC ME E     -   1.00000183  x   0.99996082  =   0.99996265
 PE2381!UTM  19      -   1.00000183  x   0.99961125  =   0.99961308
 PE2381
 PE2381|---------------------------------------------------------------------|
 PE2381| PID    Reference Object                     Distance      Geod. Az  |
 PE2381|                                                           dddmmss.s |
 PE2381| CE7812 BREMO RM 1                            8.496 METERS 00830     |
 PE2381| PE2370 BRIMSTONE HILL                      APPROX. 4.4 KM 0534723.1 |
 PE2381| CE7813 BREMO RM 2                           12.423 METERS 06347     |
 PE2381| PE2367 WALDOBORO CHURCH SPIRE 1            APPROX. 4.0 KM 0702845.2 |
 PE2381| PE2380 WALDOBORO CONG CHURCH SPIRE         APPROX. 4.0 KM 0705207.9 |
 PE2381| PE2376 HUNGRY 1859                         APPROX. 2.6 KM 1694445.8 |
 PE2381| PE2390 BIRKMORES HOUSE CENTER CHIMNEY      APPROX. 1.3 KM 1732920.3 |
 PE2381| OB0333 LOWER HUNGRY                        APPROX. 3.5 KM 1734424.9 |
 PE2381| PE2386 BIRKMORES BARN SOUTH APEX           APPROX. 1.4 KM 1762503.6 |
 PE2381| PE2384 HEATHS HOUSE WEST CHIMNEY           APPROX. 2.3 KM 2314730.2 |
 PE2381|---------------------------------------------------------------------|
 PE2381
 PE2381                          SUPERSEDED SURVEY CONTROL
 PE2381
 PE2381  NAD 83(1992)-  44 01 45.85895(N)    069 22 38.68774(W) AD(       ) 3
 PE2381  NAD 83(1986)-  44 01 45.86335(N)    069 22 38.69381(W) AD(       ) 3
 PE2381  NAD 27      -  44 01 45.56000(N)    069 22 40.50300(W) AD(       ) 3
 PE2381
 PE2381.Superseded values are not recommended for survey control.
 PE2381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2381.See file dsdata.txt to determine how the superseded data were derived.
 PE2381
 PE2381_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ6975675208(NAD 83)
 PE2381
 PE2381  HISTORY     - Date     Condition        Report By
 PE2381  HISTORY     - 1860     MONUMENTED       CGS
 PE2381  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2381  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2381
 PE2381                          STATION DESCRIPTION
 PE2381
 PE2381'DESCRIBED BY COAST AND GEODETIC SURVEY 1860 (FPW)
 PE2381'STATION IS ON THE W SIDE OF THE NARROWS OF MEDOMAK RIVER AND E
 PE2381'SIDE OF BUTTER POINT OF DUTCH NECK.  THE STATION IS ON A BARE
 PE2381'LEDGE NOT FAR FROM THE SHORE AND IS ABOUT 4-1/2 MILES BELOW
 PE2381'WALDOBORO AND ABOUT 1/2 MILE ABOVE THE MOUTH OF BROAD COVE.  IT
 PE2381'IS MARKED BY A HOLE DRILLED IN THE ROCK.
 PE2381
 PE2381                          STATION RECOVERY (1934)
 PE2381
 PE2381'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2381'THIS STATION RECOVERED AS DESCRIBED, AT THE S END OF DUTCH NECK,
 PE2381'ON THE E PART OF BUTTER POINT.  THE STATION IS IN THE BARE LEDGE
 PE2381'20 METERS SE OF THE HIGHEST POINT OF THE KNOLL, ABOUT 50 METERS
 PE2381'W OF THE BANK OF THE MEDOMAK RIVER, AT AN ELEVATION OF ABOUT 20
 PE2381'METERS.
 PE2381'
 PE2381'THE STATION WAS RE-MARKED AND TWO REFERENCE MARKS WERE ESTABLISHED.
 PE2381'
 PE2381'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 PE2381'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 PE2381'
 PE2381'REFERENCE MARK NO. 1 IS N OF THE STATION ON A PROMINENT BARE LEDGE.
 PE2381'
 PE2381'REFERENCE MARK NO. 2 IS NE OF THE STATION ON A BARE LEDGE ABOUT
 PE2381'2 METERS BELOW THE STATION AND A THE TOP OF THE STEEP RIVER BANK.
 PE2381'
 PE2381'TO REACH FROM WALDOBORO, GO S ON HIGHWAY 32, 2.6 MILES FROM
 PE2381'THE JUNCTION OF HIGHWAY 1 AND HIGHWAY 32.  TAKE LEFT FORK AND
 PE2381'GO 0.3 MILE.  TAKE LEFT FORK AGAIN ONTO DUTCH NECK ROAD AND
 PE2381'FOLLOW THIS ROAD 2.6 MILES TO A SUMMER HOTEL NEAR THE WATER.  GO
 PE2381'THROUGH THE HOTEL GROUNDS AND FOLLOW ROAD 0.4 MILE TO POINT
 PE2381'WHERE IT CROSSES THE RIDGE.  WALK 110 PACES E TO A SMALL WOODED
 PE2381'KNOLL.  THE STATION IS IN THE BARE LEDGE 20 METERS SE OF THE
 PE2381'HIGHTEST POINT OF THE KNOLL, ABOUT 50 METERS W OF THE BANK OF
 PE2381'THE BANK OF THE MEDOMAK RIVER, AT AN ELEVATION OF ABOUT 20
 PE2381'METERS.
 PE2381'
 PE2381'A 20-FOOT STAND WAS USED.  LINES WERE CLEARED TO DELANO AND
 PE2381'JOHNSTON 1859.  THE LINE TO DAVIS 1859 WILL BE OBSCURED IN A
 PE2381'FEW YEARS BY TREES ON JONES NECK.
 PE2381
 PE2381                          STATION RECOVERY (1943)
 PE2381
 PE2381'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2381'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2140 ***********************************************************************
 PE2140  DESIGNATION -  BREWER RADIO STA WABI E MAST
 PE2140  PID         -  PE2140
 PE2140  STATE/COUNTY-  ME/PENOBSCOT
 PE2140  USGS QUAD   -  VEAZIE (1988)
 PE2140
 PE2140                         *CURRENT SURVEY CONTROL
 PE2140  ___________________________________________________________________
 PE2140* NAD 83(1996)-  44 46 51.03513(N)    068 44 49.94901(W)     ADJUSTED  
 PE2140* NAVD 88     -                                                        
 PE2140  ___________________________________________________________________
 PE2140  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 PE2140  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 PE2140
 PE2140  HORZ ORDER  -  THIRD
 PE2140
 PE2140.The horizontal coordinates were established by classical geodetic methods
 PE2140.and adjusted by the National Geodetic Survey in March 1998..
 PE2140
 PE2140
 PE2140.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2140
 PE2140.The geoid height was determined by GEOID03.
 PE2140
 PE2140;                    North         East     Units Scale Factor Converg.
 PE2140;SPC ME E     -   123,820.859   280,436.222   MT  0.99990470   -0 10 26.9
 PE2140;UTM  19      - 4,958,636.393   519,999.679   MT  0.99960492   +0 10 41.0
 PE2140
 PE2140                          SUPERSEDED SURVEY CONTROL
 PE2140
 PE2140  NAD 83(1992)-  44 46 51.03462(N)    068 44 49.94716(W) AD(       ) 4
 PE2140  NAD 83(1986)-  44 46 51.03320(N)    068 44 49.94722(W) AD(       ) 4
 PE2140  NAD 27      -  44 46 50.77600(N)    068 44 51.82200(W) AD(       ) 3
 PE2140
 PE2140.Superseded values are not recommended for survey control.
 PE2140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2140.See file dsdata.txt to determine how the superseded data were derived.
 PE2140
 PE2140_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK2000058636(NAD 83)
 PE2140_MARKER: 42 = RADIO/TV MAST
 PE2140
 PE2140  HISTORY     - Date     Condition        Report By
 PE2140  HISTORY     - 1958     FIRST OBSERVED   CGS
 PE2140  HISTORY     - 1974     GOOD             NGS
 PE2140  HISTORY     - 1984     GOOD             USPSQD
 PE2140  HISTORY     - 1989     GOOD             USPSQD
 PE2140
 PE2140                          STATION DESCRIPTION
 PE2140
 PE2140'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 PE2140'STATIONS ARE LOCATED ABOUT 1 MILE SOUTHEAST OF BREWER AND ALONG
 PE2140'THE SOUTH SIDE OF HIGHWAY 1.  THESE TWO MASTS ARE 265 FEET HIGH,
 PE2140'PAINTED RED AND WHITE.
 PE2140'
 PE2140'THE POINT INTERSECTED WAS THE RED LIGHT ON TOP.
 PE2140'
 PE2140'TO REACH FROM THE JUNCTION OF HIGHWAYS 1 AND 15 AT THE EAST END
 PE2140'OF THE TOLL BRIDGE IN BREWER, GO SOUTHEAST ON HIGHWAY 1 FOR 1.4
 PE2140'MILES TO THE STATIONS ON THE RIGHT.
 PE2140
 PE2140                          STATION RECOVERY (1974)
 PE2140
 PE2140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JVT)
 PE2140'RECOVERED AS DESCRIBED.
 PE2140'
 PE2140'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PE2140'1 MILE SE OF BREWER.
 PE2140
 PE2140                          STATION RECOVERY (1984)
 PE2140
 PE2140'RECOVERY NOTE BY US POWER SQUADRON 1984 (ELG)
 PE2140'STATION FOUND GOOD.
 PE2140'
 PE2140'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  HIGHWAY 1 IS NOW
 PE2140'HIGHWAY 1A.
 PE2140
 PE2140                          STATION RECOVERY (1989)
 PE2140
 PE2140'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELG)
 PE2140'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2141 ***********************************************************************
 PE2141  DESIGNATION -  BREWER RADIO STA WABI W MAST
 PE2141  PID         -  PE2141
 PE2141  STATE/COUNTY-  ME/PENOBSCOT
 PE2141  USGS QUAD   -  VEAZIE (1988)
 PE2141
 PE2141                         *CURRENT SURVEY CONTROL
 PE2141  ___________________________________________________________________
 PE2141* NAD 83(1996)-  44 46 50.53403(N)    068 44 53.62034(W)     ADJUSTED  
 PE2141* NAVD 88     -                                                        
 PE2141  ___________________________________________________________________
 PE2141  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 PE2141  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 PE2141
 PE2141  HORZ ORDER  -  THIRD
 PE2141
 PE2141.The horizontal coordinates were established by classical geodetic methods
 PE2141.and adjusted by the National Geodetic Survey in March 1998..
 PE2141
 PE2141
 PE2141.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2141
 PE2141.The geoid height was determined by GEOID03.
 PE2141
 PE2141;                    North         East     Units Scale Factor Converg.
 PE2141;SPC ME E     -   123,805.638   280,355.467   MT  0.99990474   -0 10 29.5
 PE2141;UTM  19      - 4,958,620.680   519,919.044   MT  0.99960488   +0 10 38.5
 PE2141
 PE2141                          SUPERSEDED SURVEY CONTROL
 PE2141
 PE2141  NAD 83(1992)-  44 46 50.53352(N)    068 44 53.61847(W) AD(       ) 4
 PE2141  NAD 83(1986)-  44 46 50.53210(N)    068 44 53.61856(W) AD(       ) 4
 PE2141  NAD 27      -  44 46 50.27500(N)    068 44 55.49500(W) AD(       ) 3
 PE2141
 PE2141.Superseded values are not recommended for survey control.
 PE2141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2141.See file dsdata.txt to determine how the superseded data were derived.
 PE2141
 PE2141_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1991958621(NAD 83)
 PE2141_MARKER: 42 = RADIO/TV MAST
 PE2141
 PE2141  HISTORY     - Date     Condition        Report By
 PE2141  HISTORY     - 1958     FIRST OBSERVED   CGS
 PE2141  HISTORY     - 1974     GOOD             NGS
 PE2141  HISTORY     - 1984     GOOD             USPSQD
 PE2141  HISTORY     - 1989     GOOD             USPSQD
 PE2141
 PE2141                          STATION DESCRIPTION
 PE2141
 PE2141'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 PE2141'STATIONS ARE LOCATED ABOUT 1 MILE SOUTHEAST OF BREWER AND ALONG
 PE2141'THE SOUTH SIDE OF HIGHWAY 1.  THESE TWO MASTS ARE 265 FEET HIGH,
 PE2141'PAINTED RED AND WHITE.
 PE2141'
 PE2141'THE POINT INTERSECTED WAS THE RED LIGHT ON TOP.
 PE2141'
 PE2141'TO REACH FROM THE JUNCTION OF HIGHWAYS 1 AND 15 AT THE EAST END
 PE2141'OF THE TOLL BRIDGE IN BREWER, GO SOUTHEAST ON HIGHWAY 1 FOR 1.4
 PE2141'MILES TO THE STATIONS ON THE RIGHT.
 PE2141
 PE2141                          STATION RECOVERY (1974)
 PE2141
 PE2141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JVT)
 PE2141'RECOVERED AS DESCRIBED.
 PE2141'
 PE2141'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PE2141'1 MILE SE OF BREWER.
 PE2141
 PE2141                          STATION RECOVERY (1984)
 PE2141
 PE2141'RECOVERY NOTE BY US POWER SQUADRON 1984 (ELG)
 PE2141'STATION FOUND GOOD.
 PE2141'
 PE2141'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  HIGHWAY 1 IS NOW
 PE2141'HIGHWAY 1A.
 PE2141
 PE2141                          STATION RECOVERY (1989)
 PE2141
 PE2141'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELG)
 PE2141'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2142 ***********************************************************************
 PE2142  DESIGNATION -  BREWER WATER DISTRICT SPIPE
 PE2142  PID         -  PE2142
 PE2142  STATE/COUNTY-  ME/PENOBSCOT
 PE2142  USGS QUAD   -  VEAZIE (1988)
 PE2142
 PE2142                         *CURRENT SURVEY CONTROL
 PE2142  ___________________________________________________________________
 PE2142* NAD 83(1996)-  44 47 09.37207(N)    068 44 50.85898(W)     ADJUSTED  
 PE2142* NAVD 88     -                                                        
 PE2142  ___________________________________________________________________
 PE2142  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 PE2142  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 PE2142
 PE2142  HORZ ORDER  -  THIRD
 PE2142
 PE2142.The horizontal coordinates were established by classical geodetic methods
 PE2142.and adjusted by the National Geodetic Survey in March 1998..
 PE2142
 PE2142
 PE2142.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2142
 PE2142.The geoid height was determined by GEOID03.
 PE2142
 PE2142;                    North         East     Units Scale Factor Converg.
 PE2142;SPC ME E     -   124,386.902   280,417.940   MT  0.99990471   -0 10 27.6
 PE2142;UTM  19      - 4,959,202.143   519,977.924   MT  0.99960491   +0 10 40.5
 PE2142
 PE2142                          SUPERSEDED SURVEY CONTROL
 PE2142
 PE2142  NAD 83(1992)-  44 47 09.37147(N)    068 44 50.85716(W) AD(       ) 4
 PE2142  NAD 83(1986)-  44 47 09.37013(N)    068 44 50.85721(W) AD(       ) 4
 PE2142  NAD 27      -  44 47 09.11300(N)    068 44 52.72800(W) AD(       ) 3
 PE2142
 PE2142.Superseded values are not recommended for survey control.
 PE2142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2142.See file dsdata.txt to determine how the superseded data were derived.
 PE2142
 PE2142_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1997859202(NAD 83)
 PE2142
 PE2142  HISTORY     - Date     Condition        Report By
 PE2142  HISTORY     - 1958     MONUMENTED       CGS
 PE2142  HISTORY     - 1984     GOOD             USPSQD
 PE2142  HISTORY     - 1989     GOOD             USPSQD
 PE2142
 PE2142                          STATION DESCRIPTION
 PE2142
 PE2142'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 PE2142'STATION IS LOCATED IN THE WEST-SOUTHWEST EDGE OF BREWER AND ABOUT
 PE2142'1/4 MILE NORTH OF U.S. HIGHWAY 1A.  IT IS APPROXIMATELY 80 FEET
 PE2142'HIGH, PAINTED SILVER AND HAS BREWER WATER DISTRICT STENCILED ON
 PE2142'THE SIDE.
 PE2142'
 PE2142'THE POINT INTERSECTED WAS THE BALL AT THE TOP.
 PE2142'
 PE2142'TO REACH FROM THE EAST END OF TOLL BRIDGE IN BREWER, GO EAST ON
 PE2142'U.S. HIGHWAY 1A 1.15 MILES TO A SIDE ROAD LEFT, TURN LEFT (NORTH)
 PE2142'0.1 MILE TO FORK.  KEEP RIGHT FORK 0.1 MILE TO STANDPIPE AS
 PE2142'DESCRIBED.
 PE2142
 PE2142                          STATION RECOVERY (1984)
 PE2142
 PE2142'RECOVERY NOTE BY US POWER SQUADRON 1984 (ELG)
 PE2142'STATION FOUND GOOD.
 PE2142'
 PE2142'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 PE2142
 PE2142                          STATION RECOVERY (1989)
 PE2142
 PE2142'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELG)
 PE2142'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2202 ***********************************************************************
 PE2202  DESIGNATION -  BREWERS BELFRY
 PE2202  PID         -  PE2202
 PE2202  STATE/COUNTY-  ME/PENOBSCOT
 PE2202  USGS QUAD   -  BANGOR (1991)
 PE2202
 PE2202                         *CURRENT SURVEY CONTROL
 PE2202  ___________________________________________________________________
 PE2202* NAD 83(1996)-  44 47 45.35093(N)    068 45 55.37032(W)     ADJUSTED  
 PE2202* NAVD 88     -                                                        
 PE2202  ___________________________________________________________________
 PE2202  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 PE2202  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 PE2202
 PE2202  HORZ ORDER  -  THIRD
 PE2202
 PE2202.The horizontal coordinates were established by classical geodetic methods
 PE2202.and adjusted by the National Geodetic Survey in March 1998..
 PE2202
 PE2202
 PE2202.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2202
 PE2202.The geoid height was determined by GEOID03.
 PE2202
 PE2202;                    North         East     Units Scale Factor Converg.
 PE2202;SPC ME E     -   125,501.886   279,003.533   MT  0.99990542   -0 11 13.1
 PE2202;UTM  19      - 4,960,308.077   518,557.116   MT  0.99960423   +0 09 55.1
 PE2202
 PE2202                          SUPERSEDED SURVEY CONTROL
 PE2202
 PE2202  NAD 83(1992)-  44 47 45.34951(N)    068 45 55.36753(W) AD(       ) 4
 PE2202  NAD 83(1986)-  44 47 45.34842(N)    068 45 55.36803(W) AD(       ) 4
 PE2202  NAD 27      -  44 47 45.12000(N)    068 45 57.25000(W) AD(       ) 3
 PE2202
 PE2202.Superseded values are not recommended for survey control.
 PE2202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2202.See file dsdata.txt to determine how the superseded data were derived.
 PE2202
 PE2202_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1855760308(NAD 83)
 PE2202
 PE2202  HISTORY     - Date     Condition        Report By
 PE2202  HISTORY     - UNK      MONUMENTED
 PE2202  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2202  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE2202
 PE2202                          STATION DESCRIPTION
 PE2202
 PE2202'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2202'THE STATION IS LOST.  THERE IS NOW NO BELFRY IN THE VICINITY OF
 PE2202'ITS PLOTTED POSITION.
 PE2202
 PE2202                          STATION RECOVERY (1944)
 PE2202
 PE2202'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE2202'STATION IS LOST.  ACCORDING TO LOCAL INFORMATION, BELFRY AND
 PE2202'BUILDING HAVE BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2201 ***********************************************************************
 PE2201  DESIGNATION -  BREWERS FLAGSTAFF
 PE2201  PID         -  PE2201
 PE2201  STATE/COUNTY-  ME/PENOBSCOT
 PE2201  USGS QUAD   -  BANGOR (1991)
 PE2201
 PE2201                         *CURRENT SURVEY CONTROL
 PE2201  ___________________________________________________________________
 PE2201* NAD 83(1996)-  44 47 30.70424(N)    068 45 33.36771(W)     ADJUSTED  
 PE2201* NAVD 88     -                                                        
 PE2201  ___________________________________________________________________
 PE2201  LAPLACE CORR-           2.40  (seconds)                    DEFLEC99
 PE2201  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 PE2201
 PE2201  HORZ ORDER  -  THIRD
 PE2201
 PE2201.The horizontal coordinates were established by classical geodetic methods
 PE2201.and adjusted by the National Geodetic Survey in March 1998..
 PE2201
 PE2201
 PE2201.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2201
 PE2201.The geoid height was determined by GEOID03.
 PE2201
 PE2201;                    North         East     Units Scale Factor Converg.
 PE2201;SPC ME E     -   125,048.245   279,485.650   MT  0.99990517   -0 10 57.6
 PE2201;UTM  19      - 4,959,857.545   519,041.867   MT  0.99960446   +0 10 10.6
 PE2201
 PE2201                          SUPERSEDED SURVEY CONTROL
 PE2201
 PE2201  NAD 83(1992)-  44 47 30.70298(N)    068 45 33.36462(W) AD(       ) 4
 PE2201  NAD 83(1986)-  44 47 30.70182(N)    068 45 33.36511(W) AD(       ) 4
 PE2201  NAD 27      -  44 47 30.48000(N)    068 45 35.24000(W) AD(       ) 3
 PE2201
 PE2201.Superseded values are not recommended for survey control.
 PE2201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2201.See file dsdata.txt to determine how the superseded data were derived.
 PE2201
 PE2201_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1904259858(NAD 83)
 PE2201
 PE2201  HISTORY     - Date     Condition        Report By
 PE2201  HISTORY     - UNK      MONUMENTED
 PE2201  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2201  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE2201
 PE2201                          STATION DESCRIPTION
 PE2201
 PE2201'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2201'THE STATION IS LOST.  THIS IS AN INTERSECTION STATION.
 PE2201
 PE2201                          STATION RECOVERY (1944)
 PE2201
 PE2201'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE2201'STATION IS LOST.  ACCORDING TO LOCAL INFORMATION IT HAS BEEN
 PE2201'GONE MANY YEARS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2496 ***********************************************************************
 PE2496  DESIGNATION -  BRIAN MEDOT 1974
 PE2496  PID         -  PE2496
 PE2496  STATE/COUNTY-  ME/KENNEBEC
 PE2496  USGS QUAD   -  WATERVILLE (1982)
 PE2496
 PE2496                         *CURRENT SURVEY CONTROL
 PE2496  ___________________________________________________________________
 PE2496* NAD 83(1996)-  44 30 09.35877(N)    069 37 31.42871(W)     ADJUSTED  
 PE2496* NAVD 88     -        54.3    (meters)     178.     (feet)  VERTCON   
 PE2496  ___________________________________________________________________
 PE2496  LAPLACE CORR-           3.30  (seconds)                    DEFLEC99
 PE2496  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 PE2496
 PE2496  HORZ ORDER  -  SECOND
 PE2496
 PE2496.The horizontal coordinates were established by classical geodetic methods
 PE2496.and adjusted by the National Geodetic Survey in March 1998..
 PE2496
 PE2496.The NAVD 88 height was computed by applying the VERTCON shift value to
 PE2496.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PE2496
 PE2496.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2496
 PE2496.The geoid height was determined by GEOID03.
 PE2496
 PE2496;                    North         East     Units Scale Factor Converg.
 PE2496;SPC ME W     -   185,601.445   943,043.615   MT  0.99998944   +0 22 45.9
 PE2496;UTM  19      - 4,927,888.132   450,284.547   MT  0.99963039   -0 26 18.2
 PE2496
 PE2496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2496!SPC ME W     -   0.99999552  x   0.99998944  =   0.99998496
 PE2496!UTM  19      -   0.99999552  x   0.99963039  =   0.99962592
 PE2496
 PE2496:                Primary Azimuth Mark                     Grid Az
 PE2496:SPC ME W     -  DENNY MEDOT 1974                         189 33 09.0
 PE2496:UTM  19      -  DENNY MEDOT 1974                         190 22 13.1
 PE2496
 PE2496|---------------------------------------------------------------------|
 PE2496| PID    Reference Object                     Distance      Geod. Az  |
 PE2496|                                                           dddmmss.s |
 PE2496| PE2412 DENNY MEDOT 1974                    APPROX. 1.1 KM 1895554.9 |
 PE2496| PE2409 MT COOK LOT                         APPROX. 2.5 KM 2334416.5 |
 PE2496| PE2411 COOK                                APPROX. 2.5 KM 2334654.1 |
 PE2496|---------------------------------------------------------------------|
 PE2496
 PE2496                          SUPERSEDED SURVEY CONTROL
 PE2496
 PE2496  NAD 83(1992)-  44 30 09.35718(N)    069 37 31.42545(W) AD(       ) 2
 PE2496  NAD 83(1986)-  44 30 09.36275(N)    069 37 31.43222(W) AD(       ) 2
 PE2496  NAD 27      -  44 30 09.11725(N)    069 37 33.27605(W) AD(       ) 2
 PE2496  NGVD 29 (07/19/86)   54.5    (m)          179.     (f) VERT ANG       
 PE2496
 PE2496.Superseded values are not recommended for survey control.
 PE2496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2496.See file dsdata.txt to determine how the superseded data were derived.
 PE2496
 PE2496_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK5028527888(NAD 83)
 PE2496_MARKER: DD = SURVEY DISK
 PE2496_SETTING: 0 = UNSPECIFIED SETTING
 PE2496_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE2496
 PE2496  HISTORY     - Date     Condition        Report By
 PE2496  HISTORY     - 1974     MONUMENTED       MEDT
 PE2496
 PE2496                          STATION DESCRIPTION
 PE2496
 PE2496'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974 (RCA)
 PE2496'THE STATION IS LOCATED ON THE NORTH WEST SIDE OF THE BASSET ROAD,
 PE2496'IN THE SOUTHERN PART OF THE TOWN OF WINSLOW, 1.2 MILES NORTH OF
 PE2496'NORTH VASSALBORO, 1.7 MILES NORTHEAST OF A HIGH HILL KNOWN AS
 PE2496'COOK HILL, 3.0 MILES SOUTH OF WINSLOW, AND ON PROPERTY OWNED BY
 PE2496'THE TOWN OF WINSLOW.
 PE2496'
 PE2496'TO REACH FROM THE POST OFFICE IN NORTH VASSALBORO, GO NORTHERLY
 PE2496'ON STATE ROUTE 32 0.75 MILES TO THE JUNCTION OF THE BASSET
 PE2496'ROAD.  TURN RIGHT AND GO EASTERLY ON THE BASSET ROAD 0.55 MILES
 PE2496'TO THE STATION ON THE LEFT.
 PE2496'
 PE2496'THE STATION MARK IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 PE2496'DISK SET IN A 1 X 1.5 FOOT RECTANGULAR CONCRETE POST, FLUSH WITH
 PE2496'THE GROUND, AND STAMPED 1974 BRIAN.  IT IS 3.0 FEET SOUTHEAST
 PE2496'OF A METAL WITNESS POST, 57.0 FEET NORTH OF A POWER POLE NUMBER
 PE2496'371/12, 26.5 FEET NORTHWEST OF THE CENTERLINE OF THE BASSET
 PE2496'ROAD, AND 30.0 FEET SOUTHWEST OF A WOODS LINE.
 PE2496'
 PE2496'NO REFERENCE MARKS WERE SET AT THIS TIME.
 PE2496'
 PE2496'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0503 ***********************************************************************
 OB0503  DESIGNATION -  BRICK
 OB0503  PID         -  OB0503
 OB0503  STATE/COUNTY-  ME/SAGADAHOC
 OB0503  USGS QUAD   -  BATH (1980)
 OB0503
 OB0503                         *CURRENT SURVEY CONTROL
 OB0503  ___________________________________________________________________
 OB0503* NAD 83(1996)-  43 58 48.50313(N)    069 51 31.18661(W)     ADJUSTED  
 OB0503* NAVD 88     -                                                        
 OB0503  ___________________________________________________________________
 OB0503  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 OB0503  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 OB0503
 OB0503  HORZ ORDER  -  THIRD
 OB0503
 OB0503.The horizontal coordinates were established by classical geodetic methods
 OB0503.and adjusted by the National Geodetic Survey in March 1998..
 OB0503
 OB0503
 OB0503.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0503
 OB0503.The geoid height was determined by GEOID03.
 OB0503
 OB0503;                    North         East     Units Scale Factor Converg.
 OB0503;SPC ME W     -   127,452.835   924,711.225   MT  0.99997417   +0 12 50.0
 OB0503;UTM  19      - 4,870,025.359   431,134.406   MT  0.99965833   -0 35 46.6
 OB0503
 OB0503                          SUPERSEDED SURVEY CONTROL
 OB0503
 OB0503  NAD 83(1992)-  43 58 48.50213(N)    069 51 31.18605(W) AD(       ) 4
 OB0503  NAD 83(1986)-  43 58 48.50756(N)    069 51 31.19110(W) AD(       ) 4
 OB0503  NAD 27      -  43 58 48.21400(N)    069 51 33.02400(W) AD(       ) 3
 OB0503
 OB0503.Superseded values are not recommended for survey control.
 OB0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0503.See file dsdata.txt to determine how the superseded data were derived.
 OB0503
 OB0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3113470025(NAD 83)
 OB0503
 OB0503  HISTORY     - Date     Condition        Report By
 OB0503  HISTORY     - 1871     MONUMENTED       COASUR
 OB0503  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0503
 OB0503                          STATION DESCRIPTION
 OB0503
 OB0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (HOF)
 OB0503'A 3/4-INCH DRILL HOLE, ABOUT 1-1/2 INCHES DEEP, WAS FOUND IN A
 OB0503'WHITE PEGMATITE LEDGE JUST N OF A GRAVEL BEACH ON THE NW TIP OF
 OB0503'BRICK ISLAND.  THE STATION IS 14.2 METERS FROM A WHITE BOULDER,
 OB0503'NEAR HEAD OF GRAVEL BEACH, 9.0 METERS TO NE EDGE OF LEDGE W OF
 OB0503'GRAVEL BEACH, 5.3 METERS TO W EDGE OF LEDGE TO THE W, AND 4.3
 OB0503'METERS TO TOP OF HUGE LOOSE BOULDER ON POINT, SE OF STATION.
 OB0503'
 OB0503'NOTE--AIR PHOTO PARTY BELIEVES RECOVERY INCORRECT AND THAT
 OB0503'REFERENCE MARK WAS PROBABLY RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0343 ***********************************************************************
 OB0343  DESIGNATION -  BRICK HOUSE EAST CHIMNEY
 OB0343  PID         -  OB0343
 OB0343  STATE/COUNTY-  ME/KNOX
 OB0343  USGS QUAD   -  FRIENDSHIP (1973)
 OB0343
 OB0343                         *CURRENT SURVEY CONTROL
 OB0343  ___________________________________________________________________
 OB0343* NAD 83(1996)-  43 58 21.48383(N)    069 20 27.34478(W)     ADJUSTED  
 OB0343* NAVD 88     -                                                        
 OB0343  ___________________________________________________________________
 OB0343  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 OB0343  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 OB0343
 OB0343  HORZ ORDER  -  THIRD
 OB0343
 OB0343.The horizontal coordinates were established by classical geodetic methods
 OB0343.and adjusted by the National Geodetic Survey in March 1998..
 OB0343
 OB0343
 OB0343.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0343
 OB0343.The geoid height was determined by GEOID03.
 OB0343
 OB0343;                    North         East     Units Scale Factor Converg.
 OB0343;SPC ME E     -    34,336.082   232,527.941   MT  0.99995597   -0 35 02.0
 OB0343;SPC ME W     -   126,904.316   966,257.577   MT  1.00002064   +0 34 24.0
 OB0343;UTM  19      - 4,868,889.900   472,653.746   MT  0.99960920   -0 14 12.2
 OB0343
 OB0343                          SUPERSEDED SURVEY CONTROL
 OB0343
 OB0343  NAD 83(1992)-  43 58 21.48739(N)    069 20 27.32982(W) AD(       ) 4
 OB0343  NAD 83(1986)-  43 58 21.49197(N)    069 20 27.33621(W) AD(       ) 4
 OB0343  NAD 27      -  43 58 21.22000(N)    069 20 29.10000(W) AD(       ) 3
 OB0343
 OB0343.Superseded values are not recommended for survey control.
 OB0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0343.See file dsdata.txt to determine how the superseded data were derived.
 OB0343
 OB0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ7265468890(NAD 83)
 OB0343
 OB0343  HISTORY     - Date     Condition        Report By
 OB0343  HISTORY     - UNK      MONUMENTED
 OB0343  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0343  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OB0343
 OB0343                          STATION DESCRIPTION
 OB0343
 OB0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0343'STATION IS LOST.
 OB0343
 OB0343                          STATION RECOVERY (1943)
 OB0343
 OB0343'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 OB0343'THE CHIMNEY HAS BEEN DESTROYED.  LISTED AS DESTROYED IN
 OB0343'1934.  THE STATION ACCORDING TO LOCAL INFORMATION WAS THE
 OB0343'CHIMNEY ON THE NE END OF THE HOUSE WHICH IS OVER 100 YEARS
 OB0343'OLD.  THIS OLD SITE WAS PRICKED FOR AIR COMPILATION INFORMATION
 OB0343'AND SHOULD BE VERIFIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1974 ***********************************************************************
 PE1974  DESIGNATION -  BRID 1944
 PE1974  PID         -  PE1974
 PE1974  STATE/COUNTY-  ME/HANCOCK
 PE1974  USGS QUAD   -  BROOKLIN (1981)
 PE1974
 PE1974                         *CURRENT SURVEY CONTROL
 PE1974  ___________________________________________________________________
 PE1974* NAD 83(1996)-  44 16 31.26239(N)    068 36 48.55426(W)     ADJUSTED  
 PE1974* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 PE1974  ___________________________________________________________________
 PE1974  LAPLACE CORR-           3.64  (seconds)                    DEFLEC99
 PE1974  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 PE1974
 PE1974  HORZ ORDER  -  THIRD
 PE1974
 PE1974.The horizontal coordinates were established by classical geodetic methods
 PE1974.and adjusted by the National Geodetic Survey in March 1998..
 PE1974
 PE1974.The orthometric height was scaled from a topographic map.
 PE1974
 PE1974.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1974
 PE1974.The geoid height was determined by GEOID03.
 PE1974
 PE1974;                    North         East     Units Scale Factor Converg.
 PE1974;SPC ME E     -    67,631.400   290,940.724   MT  0.99990101   -0 04 45.2
 PE1974;UTM  19      - 4,902,528.802   530,844.646   MT  0.99961170   +0 16 11.4
 PE1974
 PE1974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1974!SPC ME E     -   1.00000265  x   0.99990101  =   0.99990366
 PE1974!UTM  19      -   1.00000265  x   0.99961170  =   0.99961435
 PE1974
 PE1974:                Primary Azimuth Mark                     Grid Az
 PE1974:SPC ME E     -  BROOKLIN CHURCH SPIRE                    104 22 08.3
 PE1974:UTM  19      -  BROOKLIN CHURCH SPIRE                    104 01 11.7
 PE1974
 PE1974|---------------------------------------------------------------------|
 PE1974| PID    Reference Object                     Distance      Geod. Az  |
 PE1974|                                                           dddmmss.s |
 PE1974| PE1964 BROOKLIN CHURCH SPIRE               APPROX. 3.7 KM 1041723.1 |
 PE1974| PE1965 TORRYS CASTLE BEACON                APPROX. 2.8 KM 1610526.7 |
 PE1974|---------------------------------------------------------------------|
 PE1974
 PE1974                          SUPERSEDED SURVEY CONTROL
 PE1974
 PE1974  NAD 83(1992)-  44 16 31.26759(N)    068 36 48.53372(W) AD(       ) 3
 PE1974  NAD 83(1986)-  44 16 31.26873(N)    068 36 48.53696(W) AD(       ) 3
 PE1974  NAD 27      -  44 16 30.99000(N)    068 36 50.45000(W) AD(       ) 3
 PE1974
 PE1974.Superseded values are not recommended for survey control.
 PE1974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1974.See file dsdata.txt to determine how the superseded data were derived.
 PE1974
 PE1974_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK3084502529(NAD 83)
 PE1974_MARKER: Z = SEE DESCRIPTION
 PE1974_SETTING: 0 = UNSPECIFIED SETTING
 PE1974_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE1974
 PE1974  HISTORY     - Date     Condition        Report By
 PE1974  HISTORY     - 1944     MONUMENTED       CGS
 PE1974  HISTORY     - 1956     SEE DESCRIPTION  CGS
 PE1974  HISTORY     - 1984     GOOD             USPSQD
 PE1974
 PE1974                          STATION DESCRIPTION
 PE1974
 PE1974'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1974'STATION IS LOCATED ON THE NORTHERN SIDE OF EGGEMOGGIN REACH,
 PE1974'ABOUT 4 MILES SOUTHEAST OF THE DEER ISLE - SEDGWICK SUSPENSION
 PE1974'BRIDGE, ABOUT 1/2 MILE SOUTHEAST OF THE MOUTH OF THE BENJAMIN
 PE1974'RIVER, ON TOP OF BRIDGES POINT, ABOUT 110 METERS FROM THE END OF
 PE1974'THE POINT, AND IN OPEN GRASS AREA.  STATION MARK IS A STANDARD
 PE1974'DISC STAMPED BRID, 1944 CEMENTED IN A DRILL HOLE OF A RAGGED
 PE1974'TOP BOULDER WHICH PROJECTS ABOUT 1 FOOT ABOVE THE GROUND.  MARK
 PE1974'IS ABOUT 1-1/2 FT. NORTH OF HIGHEST PART.  STATION IS 24.0
 PE1974'METERS SOUTHEAST OF LARGEST BOULDER IN IMMEDIATE VICINITY WHICH
 PE1974'IS ABOUT 3 FT HIGH.
 PE1974'
 PE1974'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK 25 FEET.
 PE1974
 PE1974                          STATION RECOVERY (1956)
 PE1974
 PE1974'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 PE1974'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 PE1974'DESCRIPTION IS ADEQUATE WITH THE FOLLOWING ADDITIONS--
 PE1974'
 PE1974'THE STATION IS 67.0 FT. W-NW OF A 14-IN. TWIN BEECH TREE AND
 PE1974'8.7 FT. NW OF A FOOT PATH.  THE STATION IS MARKED BY A TOPOGRAPHIC
 PE1974'DISK, STAMPED BRID 1944.
 PE1974'
 PE1974'SEVERAL SMALL EVERGREEN TREES HAVE GROWN-UP AROUND THE STATION.
 PE1974
 PE1974                          STATION RECOVERY (1984)
 PE1974
 PE1974'RECOVERY NOTE BY US POWER SQUADRON 1984 (ELG)
 PE1974'BRID 1944 FOUND GOOD.
 PE1974'
 PE1974'STATION RECOVERED IN GOOD CONDITION.  PREVIOUS DESCRIPTIONS ARE
 PE1974'ADEQUATE WITH THE FOLLOWING NOTES--
 PE1974'
 PE1974'STATION IS IN THE PATHFROM BRIDGES POINT BOAT YARD TO BRIDGES POINT.
 PE1974'THE AREA HAS GROWN UP WITH A STAND OF SPRUCE AND FIR.  THERE IS NOW
 PE1974'NO SIGN OF THE 14 INCH TWIN BEECH TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0449 ***********************************************************************
 QG0449  DESIGNATION -  BRIDE
 QG0449  PID         -  QG0449
 QG0449  STATE/COUNTY-  ME/PENOBSCOT
 QG0449  USGS QUAD   -  HOWLAND (1988)
 QG0449
 QG0449                         *CURRENT SURVEY CONTROL
 QG0449  ___________________________________________________________________
 QG0449* NAD 83(1996)-  45 07 37.44666(N)    068 42 11.42296(W)     ADJUSTED  
 QG0449* NAVD 88     -        60.087  (meters)     197.14   (feet)  ADJUSTED  
 QG0449  ___________________________________________________________________
 QG0449  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 QG0449  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 QG0449  DYNAMIC HT  -          60.086 (meters)     197.13  (feet)  COMP
 QG0449  MODELED GRAV-     980,611.5   (mgal)                       NAVD 88
 QG0449
 QG0449  HORZ ORDER  -  SECOND
 QG0449  VERT ORDER  -  SECOND    CLASS 0
 QG0449
 QG0449.The horizontal coordinates were established by classical geodetic methods
 QG0449.and adjusted by the National Geodetic Survey in March 1998..
 QG0449
 QG0449.The orthometric height was determined by differential leveling
 QG0449.and adjusted by the National Geodetic Survey in June 1991..
 QG0449
 QG0449.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG0449
 QG0449.The geoid height was determined by GEOID03.
 QG0449
 QG0449.The dynamic height is computed by dividing the NAVD 88
 QG0449.geopotential number by the normal gravity value computed on the
 QG0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0449.degrees latitude (g = 980.6199 gals.).
 QG0449
 QG0449.The modeled gravity was interpolated from observed gravity values.
 QG0449
 QG0449;                    North         East     Units Scale Factor Converg.
 QG0449;SPC ME E     -   162,283.700   284,017.495   MT  0.99990314   -0 08 38.3
 QG0449;UTM  19      - 4,997,109.109   523,342.737   MT  0.99960670   +0 12 37.3
 QG0449
 QG0449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG0449!SPC ME E     -   0.99999443  x   0.99990314  =   0.99989757
 QG0449!UTM  19      -   0.99999443  x   0.99960670  =   0.99960113
 QG0449
 QG0449|---------------------------------------------------------------------|
 QG0449| PID    Reference Object                     Distance      Geod. Az  |
 QG0449|                                                           dddmmss.s |
 QG0449| QG0450 BRIDE RM 1                           25.988 METERS 07934     |
 QG0449| QG0447 BRIDE AZ MK                                        3225135.4 |
 QG0449| QG0448 BRIDE RM 2                           22.878 METERS 34230     |
 QG0449| QG0441 EDIN                                APPROX. 3.5 KM 3505038.6 |
 QG0449|---------------------------------------------------------------------|
 QG0449
 QG0449                          SUPERSEDED SURVEY CONTROL
 QG0449
 QG0449  NAD 83(1992)-  45 07 37.44577(N)    068 42 11.42077(W) AD(       ) 2
 QG0449  NAD 83(1986)-  45 07 37.45059(N)    068 42 11.42497(W) AD(       ) 2
 QG0449  NAD 27      -  45 07 37.23140(N)    068 42 13.30260(W) AD(       ) 2
 QG0449  NGVD 29 (??/??/92)   60.292  (m)          197.81   (f) ADJ UNCH    2 0
 QG0449
 QG0449.Superseded values are not recommended for survey control.
 QG0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0449.See file dsdata.txt to determine how the superseded data were derived.
 QG0449
 QG0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK2334397109(NAD 83)
 QG0449_MARKER: DS = TRIANGULATION STATION DISK
 QG0449_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QG0449_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QG0449_STAMPING: BRIDE 1958
 QG0449_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG0449
 QG0449  HISTORY     - Date     Condition        Report By
 QG0449  HISTORY     - 1958     MONUMENTED       CGS
 QG0449  HISTORY     - 1959     GOOD             NGS
 QG0449  HISTORY     - 1981     MARK NOT FOUND   MEDT
 QG0449
 QG0449                          STATION DESCRIPTION
 QG0449
 QG0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 QG0449'THE STATION IS LOCATED ABOUT 8 MILES SOUTH-SOUTHWEST OF
 QG0449'HOWLAND, 3.5 MILES WEST OF BRIDE ISLAND WHICH IS LOCATED IN THE
 QG0449'PENOBSCOT RIVER, ON A LOW HILL BETWEEN HEMLOCK STREAM AND HOYT
 QG0449'BROOK AND ON PROPERTY OWNED BY THE PENOBSCOT CHEMICAL AND FIBER
 QG0449'CO.
 QG0449'
 QG0449'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 116
 QG0449'AND 155 AT THE WEST END OF THE BRIDGE OVER THE PENOBSCOT RIVER
 QG0449'IN HOWLAND.  GO SOUTH ON STATE HIGHWAY 116 FOR 9.0 MILES TO A
 QG0449'SIDE ROAD RIGHT AT SIGN 6 MILES TO EDINBURG TREE FARM, PENOBSCOT
 QG0449'DEVELOPMENT CO., TURN RIGHT ON GRAVEL ROAD FOR 4.5 MILES TO A
 QG0449'LOG BRIDGE OVER HOYT BROOK, CROSS BRIDGE AND CONTINUE ON GRAVEL
 QG0449'ROAD FOR 1.7 MILES TO A SIDE ROAD RIGHT, CONTINUE STRAIGHT
 QG0449'AHEAD FOR 0.6 MILES TO A TRAIL AND A WOODEN BRIDGE ON THE
 QG0449'RIGHT JUST AFTER CROSSING ANOTHER WOODEN BRIDGE, CONTINUE ON
 QG0449'GRAVEL ROAD FOR 0.2 MILES TO AN OLD LOGGING CAMP AND THE END
 QG0449'OF THE GRAVEL ROAD, (4-WHEEL DRIVE TRUCK NEEDED FROM THIS
 QG0449'POINT) CONTINUE STRAIGHT AHEAD THROUGH THE CAMP AND
 QG0449'FOLLOW THE TRACK ROAD FOR 1.6 MILES TO A DIM TRACK ROAD TO
 QG0449'THE RIGHT AND THE STATION.
 QG0449'
 QG0449'STATION MARK, A STANDARD DISK STAMPED BRIDE 1958, SET IN THE
 QG0449'TOP OF A 4 INCH TILE PIPE FILLED WITH CONCRETE AND PROJECTS 6
 QG0449'INCHES.  THE MARK IS 54 FEET SOUTHEAST OF A BLAZED CEDAR TREE,
 QG0449'38 FEET SOUTHEAST OF THE CENTER OF THE TRACK ROAD AND 14 FEET
 QG0449'SOUTH OF THE DIM TRACK ROAD LEADING WEST.
 QG0449'
 QG0449'REFERENCE MARK NUMBER 1, A STANDARD DISK STAMPED BRIDE NO 1
 QG0449'1958, IS SET IN THE TOP OF A 4 INCH TILE PIPE FILLED WITH
 QG0449'CONCRETE AND PROJECTS 2 INCHES.  THE MARK IS 51 FEET SOUTHEAST
 QG0449'OF A 12 INCH BLAZED CEDAR TREE AND 10.5 FEET NORTHEAST OF THE
 QG0449'CENTER OF THE TRACK ROAD.
 QG0449'
 QG0449'REFERENCE MARK NUMBER 2, A STANDARD DISK STAMPED BRIDE NO 2
 QG0449'1958, IS SET IN THE TOP OF A 4 INCH TILE PIPE FILLED WITH
 QG0449'CONCRETE AND PROJECTS 3 INCHES.  THE MARK IS 69 FEET NORTHWEST
 QG0449'OF A 12 INCH BLAZED CEDAR TREE AND 10.5 FEET NORTHEAST OF THE
 QG0449'CENTER OF THE TRACK ROAD.
 QG0449'
 QG0449'AZIMUTH MARK, A STANDARD DISK STAMPED BRIDE 1958, IS SET IN
 QG0449'THE TOP OF A 4 INCH TILE PIPE FILLED WITH CONCRETE AND PROJECTS
 QG0449'7 INCHES.  THE MARK IS 7.5 FEET SOUTHWEST OF THE CENTER OF THE
 QG0449'TRACK ROAD.
 QG0449'
 QG0449'TO REACH THE AZIMUTH MARK FROM THE STATION.  GO NORTHWEST ON
 QG0449'THE TRACK ROAD FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT.
 QG0449
 QG0449                          STATION RECOVERY (1959)
 QG0449
 QG0449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 QG0449'25.8 MI NW FROM OLD TOWN.
 QG0449'2.95 MILES NORTHWEST ALONG STATE HIGHWAY 43 FROM ITS JUNCTION
 QG0449'WITH U.S. HIGHWAY 2 AT OLD TOWN, THENCE 2.25 MILES NORTH ALONG
 QG0449'STATE HIGHWAY 16, THENCE 12.45 MILES NORTH ALONG STATE HIGHWAY
 QG0449'116, THENCE 8.1 MILES SOUTHWEST ALONG TREE FARM ROAD, 1.2 MILES
 QG0449'SOUTH OF A ABANDONED LOGGING CAMPSITE, AT Y JUNCTION OF MAIN
 QG0449'ROAD AND LOGGING ROAD LEADING WEST, 40 FEET SOUTHWEST OF
 QG0449'CENTERLINE OF MAIN ROAD, 13 FEET SOUTH OF CENTERLINE OF ROAD
 QG0449'LEADING WEST, 20 1/2 FEET EAST OF A 12 INCH PINE TREE WITH A
 QG0449'PAINTED BLAZE, 54 FEET SOUTHWEST AND ACROSS OF MAIN ROAD FROM A
 QG0449'20 INCH PINE TREE WITH A PAINTED BLAZE, 2 FEET ABOVE THE LEVEL OF
 QG0449'THE ROAD, SET IN TOP OF A CONCRETE FILLED 4 INCH TILE PIPE
 QG0449'PROJECTING 4 INCHES ABOVE THE GROUND.
 QG0449
 QG0449                          STATION RECOVERY (1981)
 QG0449
 QG0449'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1981 (BJR)
 QG0449'BRIDE SEARCHED FOR, NOT FOUND.
 QG0449'
 QG0449'RMS 1 AND 2 SEARCHED FOR, NOT FOUND.
 QG0449'
 QG0449'AZ - BRIDE - 1958 RECOVERED GOOD.
 QG0449'
 QG0449'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 8 MI.
 QG0449'SOUTH-SOUTHWEST OF HOWLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0447 ***********************************************************************
 QG0447  DESIGNATION -  BRIDE AZ MK
 QG0447  PID         -  QG0447
 QG0447  STATE/COUNTY-  ME/PENOBSCOT
 QG0447  USGS QUAD   -  HOWLAND (1988)
 QG0447
 QG0447                         *CURRENT SURVEY CONTROL
 QG0447  ___________________________________________________________________
 QG0447* NAD 83(1986)-  45 07 40.     (N)    068 42 14.     (W)     SCALED    
 QG0447* NAVD 88     -        59.723  (meters)     195.94   (feet)  ADJUSTED  
 QG0447  ___________________________________________________________________
 QG0447  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 QG0447  DYNAMIC HT  -          59.723 (meters)     195.94  (feet)  COMP
 QG0447  MODELED GRAV-     980,611.5   (mgal)                       NAVD 88
 QG0447
 QG0447  VERT ORDER  -  SECOND    CLASS 0
 QG0447
 QG0447.The horizontal coordinates were scaled from a topographic map and have
 QG0447.an estimated accuracy of +/- 6 seconds.
 QG0447
 QG0447.The orthometric height was determined by differential leveling
 QG0447.and adjusted by the National Geodetic Survey in June 1991..
 QG0447
 QG0447.The geoid height was determined by GEOID03.
 QG0447
 QG0447.The dynamic height is computed by dividing the NAVD 88
 QG0447.geopotential number by the normal gravity value computed on the
 QG0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0447.degrees latitude (g = 980.6199 gals.).
 QG0447
 QG0447.The modeled gravity was interpolated from observed gravity values.
 QG0447
 QG0447;                    North         East    Units  Estimated Accuracy
 QG0447;SPC ME E     -   162,360.      283,960.      MT  (+/- 180 meters Scaled)
 QG0447
 QG0447                          SUPERSEDED SURVEY CONTROL
 QG0447
 QG0447  NGVD 29 (??/??/92)   59.93   (m)          196.6    (f) COMPUTED    2 0
 QG0447
 QG0447.Superseded values are not recommended for survey control.
 QG0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0447.See file dsdata.txt to determine how the superseded data were derived.
 QG0447
 QG0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK232971(NAD 83)
 QG0447_MARKER: DZ = AZIMUTH MARK DISK
 QG0447_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QG0447_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QG0447_STAMPING: BRIDE 1958
 QG0447_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG0447
 QG0447  HISTORY     - Date     Condition        Report By
 QG0447  HISTORY     - 1958     MONUMENTED       CGS
 QG0447  HISTORY     - 1959     GOOD             NGS
 QG0447
 QG0447                          STATION DESCRIPTION
 QG0447
 QG0447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QG0447'25.6 MI NW FROM OLD TOWN.
 QG0447'2.95 MILES NORTHWEST ALONG STATE HIGHWAY 4O FROM ITS JUNCTION
 QG0447'WITH U.S. HIGHWAY 2 AT OLD TOWN, THENCE 2.25 MILES NORTH ALONG
 QG0447'STATE HIGHWAY 16, THENCE 12.45 MILES NORTH ALONG STATE HIGHWAY
 QG0447'116, THENCE 8.0 MILES SOUTHWEST ALONG TREE FARM ROAD, ABOUT 1.1
 QG0447'MILES SOUTH OF AN ABANDONED LOGGING CAMP, 9 FEET WEST OF THE
 QG0447'CENTER LINE OF THE LOGGING ROAD, 10 1/2 FEET SOUTHEAST OF A
 QG0447'10 INCH PINE TREE WITH A PAINTED BLAZE, 37 1/2 FEET NORTHWEST AND
 QG0447'ACROSS THE LOGGING ROAD FROM AN 18-INCH PINE TREE WITH A PAINTED
 QG0447'TRIANGLE BLAZE, ABOUT LEVEL WITH THE ROAD, SET IN THE TOP OF A
 QG0447'CONCRETE FILLED 4 INCH TILE PIPE PROJECTING 4 INCHES ABOVE THE
 QG0447'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0450 ***********************************************************************
 QG0450  DESIGNATION -  BRIDE RM 1
 QG0450  PID         -  QG0450
 QG0450  STATE/COUNTY-  ME/PENOBSCOT
 QG0450  USGS QUAD   -  HOWLAND (1988)
 QG0450
 QG0450                         *CURRENT SURVEY CONTROL
 QG0450  ___________________________________________________________________
 QG0450* NAD 83(1986)-  45 07 37.     (N)    068 42 11.     (W)     SCALED    
 QG0450* NAVD 88     -        58.793  (meters)     192.89   (feet)  ADJUSTED  
 QG0450  ___________________________________________________________________
 QG0450  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 QG0450  DYNAMIC HT  -          58.792 (meters)     192.89  (feet)  COMP
 QG0450  MODELED GRAV-     980,611.5   (mgal)                       NAVD 88
 QG0450
 QG0450  VERT ORDER  -  SECOND    CLASS 0
 QG0450
 QG0450.The horizontal coordinates were scaled from a topographic map and have
 QG0450.an estimated accuracy of +/- 6 seconds.
 QG0450
 QG0450.The orthometric height was determined by differential leveling
 QG0450.and adjusted by the National Geodetic Survey in June 1991..
 QG0450
 QG0450.The geoid height was determined by GEOID03.
 QG0450
 QG0450.The dynamic height is computed by dividing the NAVD 88
 QG0450.geopotential number by the normal gravity value computed on the
 QG0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0450.degrees latitude (g = 980.6199 gals.).
 QG0450
 QG0450.The modeled gravity was interpolated from observed gravity values.
 QG0450
 QG0450;                    North         East    Units  Estimated Accuracy
 QG0450;SPC ME E     -   162,270.      284,030.      MT  (+/- 180 meters Scaled)
 QG0450
 QG0450                          SUPERSEDED SURVEY CONTROL
 QG0450
 QG0450  NGVD 29 (??/??/92)   58.998  (m)          193.56   (f) ADJ UNCH    2 0
 QG0450
 QG0450.Superseded values are not recommended for survey control.
 QG0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0450.See file dsdata.txt to determine how the superseded data were derived.
 QG0450
 QG0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK233970(NAD 83)
 QG0450_MARKER: DR = REFERENCE MARK DISK
 QG0450_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QG0450_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QG0450_STAMPING: BRIDE NO 1 1958
 QG0450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG0450
 QG0450  HISTORY     - Date     Condition        Report By
 QG0450  HISTORY     - 1958     MONUMENTED       CGS
 QG0450  HISTORY     - 1959     GOOD             NGS
 QG0450
 QG0450                          STATION DESCRIPTION
 QG0450
 QG0450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QG0450'25.8 MI NW FROM OLD TOWN.
 QG0450'2.95 MILES NORTHWEST ALONG STATE HIGHWAY 43 FROM ITS JUNCTION
 QG0450'WITH U.S. HIGHWAY 2 AT OLD TOWN, THENCE 2.25 MILES NORTH ALONG
 QG0450'STATE HIGHWAY 16, THENCE 12.45 MILES NORTH ALONG STATE HIGHWAY
 QG0450'16, THENCE 12.45 MILES NORTH ALONG STATE HIGHWAY 116, THENCE
 QG0450'8.1 MILES SOUTHWEST ALONG TREE FARM ROAD, 85.5 FEET EAST OF AND
 QG0450'ACROSS OF LOGGING ROAD FROM STATION, 16 FEET NORTHEAST OF
 QG0450'CENTERLINE OF ROAD, 9 FEET SOUTHWEST OF A 12 INCH CEDAR TREE, 1
 QG0450'FOOT BELOW THE LEVEL OF THE ROAD, SET IN TOP OF A CONCRETE
 QG0450'FILLED 4 INCH TILE PIPE PROJECTING 10 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0448 ***********************************************************************
 QG0448  DESIGNATION -  BRIDE RM 2
 QG0448  PID         -  QG0448
 QG0448  STATE/COUNTY-  ME/PENOBSCOT
 QG0448  USGS QUAD   -  HOWLAND (1988)
 QG0448
 QG0448                         *CURRENT SURVEY CONTROL
 QG0448  ___________________________________________________________________
 QG0448* NAD 83(1986)-  45 07 37.     (N)    068 42 11.     (W)     SCALED    
 QG0448* NAVD 88     -        60.038  (meters)     196.97   (feet)  ADJUSTED  
 QG0448  ___________________________________________________________________
 QG0448  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 QG0448  DYNAMIC HT  -          60.038 (meters)     196.97  (feet)  COMP
 QG0448  MODELED GRAV-     980,611.5   (mgal)                       NAVD 88
 QG0448
 QG0448  VERT ORDER  -  SECOND    CLASS 0
 QG0448
 QG0448.The horizontal coordinates were scaled from a topographic map and have
 QG0448.an estimated accuracy of +/- 6 seconds.
 QG0448
 QG0448.The orthometric height was determined by differential leveling
 QG0448.and adjusted by the National Geodetic Survey in June 1991..
 QG0448
 QG0448.The geoid height was determined by GEOID03.
 QG0448
 QG0448.The dynamic height is computed by dividing the NAVD 88
 QG0448.geopotential number by the normal gravity value computed on the
 QG0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0448.degrees latitude (g = 980.6199 gals.).
 QG0448
 QG0448.The modeled gravity was interpolated from observed gravity values.
 QG0448
 QG0448;                    North         East    Units  Estimated Accuracy
 QG0448;SPC ME E     -   162,270.      284,030.      MT  (+/- 180 meters Scaled)
 QG0448
 QG0448                          SUPERSEDED SURVEY CONTROL
 QG0448
 QG0448  NGVD 29 (??/??/92)   60.244  (m)          197.65   (f) ADJ UNCH    2 0
 QG0448
 QG0448.Superseded values are not recommended for survey control.
 QG0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0448.See file dsdata.txt to determine how the superseded data were derived.
 QG0448
 QG0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK233970(NAD 83)
 QG0448_MARKER: DR = REFERENCE MARK DISK
 QG0448_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QG0448_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QG0448_STAMPING: BRIDE NO 2 1958
 QG0448_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG0448
 QG0448  HISTORY     - Date     Condition        Report By
 QG0448  HISTORY     - 1958     MONUMENTED       CGS
 QG0448  HISTORY     - 1959     GOOD             NGS
 QG0448
 QG0448                          STATION DESCRIPTION
 QG0448
 QG0448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QG0448'25.8 MI NW FROM OLD TOWN.
 QG0448'2.95 MILES NORTHWEST ALONG STATE HIGHWAY 43 FROM ITS JUNCTION
 QG0448'WITH U.S. HIGHWAY 2 AT OLD TOWN, THENCE 2.25 MILES NORTH ALONG
 QG0448'STATE HIGHWAY 16, THENCE 12.45 MILES NORTH ALONG STATE
 QG0448'HIGHWAY 116, THENCE 8.1 MILES SOUTHWEST ALONG TREE FARM ROAD,
 QG0448'75.0 FEET NORTH AND ACROSS OF LOGGING ROAD FROM STATION, 9 FEET
 QG0448'NORTHEAST OF CENTERLINE OF ROAD, 15 FEET WEST OF A PINE TREE WITH
 QG0448'A PAINTED BLAZE, ABOUT LEVEL WITH THE ROAD, SET IN TOP OF A
 QG0448'CONCRETE FILLED 4 INCH TILE PIPE PROJECTING 5 INCHES ABOVE THE
 QG0448'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1237 ***********************************************************************
 OC1237  DESIGNATION -  BRIDGE
 OC1237  PID         -  OC1237
 OC1237  STATE/COUNTY-  ME/YORK
 OC1237  USGS QUAD   -  PORTSMOUTH (1993)
 OC1237
 OC1237                         *CURRENT SURVEY CONTROL
 OC1237  ___________________________________________________________________
 OC1237* NAD 83(1986)-  43 05 39.     (N)    070 45 09.     (W)     SCALED    
 OC1237* NAVD 88     -        24.192  (meters)      79.37   (feet)  ADJUSTED  
 OC1237  ___________________________________________________________________
 OC1237  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 OC1237  DYNAMIC HT  -          24.188 (meters)      79.36  (feet)  COMP
 OC1237  MODELED GRAV-     980,458.7   (mgal)                       NAVD 88
 OC1237
 OC1237  VERT ORDER  -  SECOND    CLASS I
 OC1237
 OC1237.The horizontal coordinates were scaled from a topographic map and have
 OC1237.an estimated accuracy of +/- 6 seconds.
 OC1237
 OC1237.The orthometric height was determined by differential leveling
 OC1237.and adjusted by the National Geodetic Survey in June 1991..
 OC1237
 OC1237.The geoid height was determined by GEOID03.
 OC1237
 OC1237.The dynamic height is computed by dividing the NAVD 88
 OC1237.geopotential number by the normal gravity value computed on the
 OC1237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1237.degrees latitude (g = 980.6199 gals.).
 OC1237
 OC1237.The modeled gravity was interpolated from observed gravity values.
 OC1237
 OC1237;                    North         East    Units  Estimated Accuracy
 OC1237;SPC ME W     -    29,140.      852,310.      MT  (+/- 180 meters Scaled)
 OC1237
 OC1237                          SUPERSEDED SURVEY CONTROL
 OC1237
 OC1237  NGVD 29 (??/??/92)   24.425  (m)           80.13   (f) ADJ UNCH    2 1
 OC1237
 OC1237.Superseded values are not recommended for survey control.
 OC1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1237.See file dsdata.txt to determine how the superseded data were derived.
 OC1237
 OC1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH573727(NAD 83)
 OC1237_MARKER: DD = SURVEY DISK
 OC1237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC1237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OC1237_STAMPING: BRIDGE 1974
 OC1237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC1237+STABILITY: SURFACE MOTION
 OC1237
 OC1237  HISTORY     - Date     Condition        Report By
 OC1237  HISTORY     - 1974     MONUMENTED       MEDT
 OC1237  HISTORY     - 1975     GOOD             MEDT
 OC1237
 OC1237                          STATION DESCRIPTION
 OC1237
 OC1237'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 OC1237'1.65 MI SW FROM KITTERY.
 OC1237'ABOUT 1.65 MILES SOUTHWEST ALONG I-95 SOUTHBOUND FROM THE I-95 SPRUCE
 OC1237'CREEK BRIDGE (AND ALSO ABOUT 0.2 MILE NORTHEAST OF THE NORTHEAST END
 OC1237'OF THE PISCATAQUA RIVER BRIDGE), A DISK SET FLUSH IN THE TOP OF A
 OC1237'CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND, 61 FEET NORTH OF THE
 OC1237'CENTERLINE OF I-95 SOUTHBOUND, 48 FEET NORTHEAST OF THE TWISTED END
 OC1237'SECTION OF GUARD RAIL ALONG NORTH SIDE OF I-95 SOUTHBOUND, 25 FEET
 OC1237'SOUTH OF THE RIGHT-OF-WAY FENCE AND 90.0 FEET SOUTHEAST OF LIGHT POLE
 OC1237'NO. DOT/K-10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2482 ***********************************************************************
 OC2482  DESIGNATION -  BRIDGE
 OC2482  PID         -  OC2482
 OC2482  STATE/COUNTY-  ME/YORK
 OC2482  USGS QUAD   -  PORTSMOUTH (1993)
 OC2482
 OC2482                         *CURRENT SURVEY CONTROL
 OC2482  ___________________________________________________________________
 OC2482* NAD 83(1996)-  43 05 52.83939(N)    070 45 27.51042(W)     ADJUSTED  
 OC2482* NAVD 88     -        24.19   (+/-2cm)      79.4    (feet)  VERTCON   
 OC2482  ___________________________________________________________________
 OC2482  LAPLACE CORR-           3.33  (seconds)                    DEFLEC99
 OC2482  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 OC2482
 OC2482  HORZ ORDER  -  SECOND
 OC2482  VERT ORDER  -  THIRD ? (See Below)
 OC2482
 OC2482.The horizontal coordinates were established by classical geodetic methods
 OC2482.and adjusted by the National Geodetic Survey in March 1998..
 OC2482
 OC2482.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2482.The vertical order pertains to the NGVD 29 superseded value.
 OC2482
 OC2482.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2482
 OC2482.The geoid height was determined by GEOID03.
 OC2482
 OC2482;                    North         East     Units Scale Factor Converg.
 OC2482;SPC ME W     -    29,572.131   851,889.527   MT  0.99999513   -0 24 13.6
 OC2482;UTM  19      - 4,773,198.084   356,963.906   MT  0.99985169   -1 12 04.0
 OC2482
 OC2482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2482!SPC ME W     -   1.00000038  x   0.99999513  =   0.99999551
 OC2482!UTM  19      -   1.00000038  x   0.99985169  =   0.99985207
 OC2482
 OC2482:                Primary Azimuth Mark                     Grid Az
 OC2482:SPC ME W     -  KITTERY MUN TANK                         086 09 16.6
 OC2482:UTM  19      -  KITTERY MUN TANK                         086 57 07.0
 OC2482
 OC2482|---------------------------------------------------------------------|
 OC2482| PID    Reference Object                     Distance      Geod. Az  |
 OC2482|                                                           dddmmss.s |
 OC2482| OC2300 KITTERY MUN TANK                    APPROX. 1.5 KM 0854503.0 |
 OC2482| OC1238 BRIDGE RM 1                          27.430 METERS 08937     |
 OC2482| OC2479 PISCATAQUA RIVER I95 BR E LT        APPROX. 0.9 KM 2293323.8 |
 OC2482| OC2480 PISCATAQUA RIVER I95 BR W LT        APPROX. 0.9 KM 2313505.2 |
 OC2482| OC2495 STRATHAM 2                          APPROX.12.6 KM 2385346.1 |
 OC2482| OC1239 BRIDGE RM 2                          25.654 METERS 23919     |
 OC2482| OC2478 PEASE AFB NORTH TANK                APPROX. 4.8 KM 2573802.2 |
 OC2482| OC2481 PORTSMOUTH SCHILLER CEN STK         APPROX. 2.1 KM 2680024.4 |
 OC2482| OC2483 NEWINGTON POWER STA STACK           APPROX. 2.7 KM 2745344.3 |
 OC2482|---------------------------------------------------------------------|
 OC2482
 OC2482                          SUPERSEDED SURVEY CONTROL
 OC2482
 OC2482  NAD 83(1992)-  43 05 52.83870(N)    070 45 27.51041(W) AD(       ) 2
 OC2482  NAD 83(1986)-  43 05 52.84285(N)    070 45 27.51620(W) AD(       ) 2
 OC2482  NAD 27      -  43 05 52.52491(N)    070 45 29.32472(W) AD(       ) 2
 OC2482  NGVD 29 (07/19/86)   24.42   (m)           80.1    (f) LEVELING    3  
 OC2482
 OC2482.Superseded values are not recommended for survey control.
 OC2482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2482.See file dsdata.txt to determine how the superseded data were derived.
 OC2482
 OC2482_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH5696473198(NAD 83)
 OC2482_MARKER: DD = SURVEY DISK
 OC2482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC2482_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC2482
 OC2482  HISTORY     - Date     Condition        Report By
 OC2482  HISTORY     - 1975     MONUMENTED       MEDT
 OC2482
 OC2482                          STATION DESCRIPTION
 OC2482
 OC2482'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975 (RCA)
 OC2482'RM 1 TO RM 2 OBSTRUCTED.
 OC2482'
 OC2482'THE STATION IS LOCATED IN THE SOUTHWEST PART OF KITTERY, ABOUT 1
 OC2482'MILE WEST OF KITTERY, 1-1/2 MILES NORTH-NORTHEAST OF PORTSMOUTH,
 OC2482'NEW HAMPSHIRE, AND 1-1/2 MILES SOUTHEAST OF SOUTH ELIOT, ON
 OC2482'PROPERTY OWNED BY THE STATE OF MAINE.
 OC2482'
 OC2482'TO REACH THE STATION FROM THE CENTER OF THE INTERSTATE HIGHWAY
 OC2482'95 BRIDGE OVER THE PISCATIQUA RIVER, WHICH IS ALSO THE MAIN/NEW
 OC2482'HAMPSHIRE STATE LINE, GO NORTHERLY ON INTERSTATE HIGHWAY 95 FOR
 OC2482'0.65 MILE TO THE STATION ON THE LEFT.
 OC2482'
 OC2482'THE STATION MARK IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 OC2482'DISK STAMPED 1974 BRIDGE, SET IN A 12-INCH CYLINDRICAL CONCRETE
 OC2482'POST, THAT IS FLUSH WITH THE GROUND.  THE SUBSURFACE STATION
 OC2482'MARK IS A 2-INCH DIAMETER BRASS PLUG, SET IN AN IRREGULAR MASS
 OC2482'OF CONCRETE, ABOUT 40-INCHES BELOW THE SURFACE OF THE GROUND, IT
 OC2482'IS STAMPED 1974 BRIDGE.  THE STATION IS 96.4 FEET WEST-NORTHWEST
 OC2482'OF THE CENTERLINE OF THE SOUTHBOUND LANE OF INTERSTATE HIGHWAY
 OC2482'95, 24.8 FEET EAST-SOUTHEAST OF A CHAIN LINK FENCE, 90.5 FEET
 OC2482'SOUTHWEST OF ALUMINUM LIGHT POLE NUMBER DOT/K 10, AND ABOUT 6
 OC2482'FEET ABOVE THE CENTERLINE OF THE HIGHWAY.
 OC2482'
 OC2482'REFERENCE MARK 1 IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 OC2482'DISK STAMPED RM 1 1974 BRIDGE, SET IN A DRILL HOLE IN A 30-INCH
 OC2482'DIAMETER BASE OF AN ALUMINUM LIGHT POLE.  IT IS 40.0 FEET
 OC2482'WEST-NORTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANE OF
 OC2482'INTERSTATE HIGHWAY 95, 81.2 FEET EAST-SOUTHEAST OF A CHAIN LINK
 OC2482'FENCE, 0.9 FOOT SOUTH-SOUTHWEST OF ALUMINUM LIGHT POLE NUMBER
 OC2482'DOT/K 10, AND ABOUT 1 FOOT BELOW THE CENTERLINE OF THE HIGHWAY.
 OC2482'
 OC2482'REFERENCE MARK 2 IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 OC2482'DISK STAMPED RM 2 1974 BRIDGE, SET IN A DRILL HOLE IN A 5-FOOT
 OC2482'BY 10-FOOT LEDGE OUTCROP.  IT IS 107.7 FEET WEST-NORTHWEST OF
 OC2482'THE CENTERLINE OF THE SOUTHBOUND LANE OF INTERSTATE HIGHWAY 95,
 OC2482'13.5 FEET EAST-SOUTHEAST OF A CHAIN LINK FENCE, 86.2 FEET
 OC2482'NORTHWEST OF ALUMINUM LIGHT POLE NUMBER DOT/K 8, AND ABOUT 4 FEET
 OC2482'ABOVE THE CENTERLINE OF THE HIGHWAY.
 OC2482'
 OC2482'NO AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 OC2482'
 OC2482'THE EASTERLY LIGHT ON THE INTERSTATE HIGHWAY 95 BRIDGE OVER
 OC2482'THE PISCATIQUA RIVER, CAN BE USED FOR AN AZIMUTH.
 OC2482'
 OC2482'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2463 ***********************************************************************
 OC2463  DESIGNATION -  BRIDGE 1900
 OC2463  PID         -  OC2463
 OC2463  STATE/COUNTY-  ME/YORK
 OC2463  USGS QUAD   -  PORTSMOUTH (1993)
 OC2463
 OC2463                         *CURRENT SURVEY CONTROL
 OC2463  ___________________________________________________________________
 OC2463* NAD 83(1996)-  43 05 13.02878(N)    070 45 37.15921(W)     ADJUSTED  
 OC2463* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 OC2463  ___________________________________________________________________
 OC2463  LAPLACE CORR-           3.29  (seconds)                    DEFLEC99
 OC2463  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 OC2463
 OC2463  HORZ ORDER  -  THIRD
 OC2463
 OC2463.The horizontal coordinates were established by classical geodetic methods
 OC2463.and adjusted by the National Geodetic Survey in March 1998..
 OC2463
 OC2463.The orthometric height was scaled from a topographic map.
 OC2463
 OC2463.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2463
 OC2463.The geoid height was determined by GEOID03.
 OC2463
 OC2463;                    North         East     Units Scale Factor Converg.
 OC2463;SPC ME W     -    28,345.170   851,662.637   MT  0.99999540   -0 24 19.9
 OC2463;UTM  19      - 4,771,974.573   356,720.001   MT  0.99985255   -1 12 09.7
 OC2463
 OC2463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2463!SPC ME W     -   1.00000421  x   0.99999540  =   0.99999961
 OC2463!UTM  19      -   1.00000421  x   0.99985255  =   0.99985676
 OC2463
 OC2463:                Primary Azimuth Mark                     Grid Az
 OC2463:SPC ME W     -  KITTERY SECOND ME CH CUPOLA              098 33 34.6
 OC2463:UTM  19      -  KITTERY SECOND ME CH CUPOLA              099 21 24.4
 OC2463
 OC2463|---------------------------------------------------------------------|
 OC2463| PID    Reference Object                     Distance      Geod. Az  |
 OC2463|                                                           dddmmss.s |
 OC2463| OC2260 KITTERY SECOND ME CH CUPOLA         APPROX. 1.0 KM 0980914.7 |
 OC2463| OC2467 PORTSMOUTH ST JOHNS CH SPIRE        APPROX. 1.0 KM 1572504.1 |
 OC2463| OC2484 PORTSMOUTH N CHURCH SPIRE           APPROX. 1.2 KM 1694932.1 |
 OC2463| OC2462 PORTSMOUTH ELEC L AND P TANK        410.299 METERS 1880230.8 |
 OC2463| OC2457 PORTSMOUTH CATHOLIC CH SPIRE        APPROX. 1.6 KM 1893324.4 |
 OC2463| OC2458 TOLL 1900                           335.798 METERS 20721     |
 OC2463| OC2433 PORTSMOUTH FRANKLIN SCH CUPOLA      APPROX. 1.0 KM 2191654.3 |
 OC2463| OC2436 JOHN SMITH HOUSE CUPOLA             462.619 METERS 2851529.8 |
 OC2463|---------------------------------------------------------------------|
 OC2463
 OC2463                          SUPERSEDED SURVEY CONTROL
 OC2463
 OC2463  NAD 83(1992)-  43 05 13.02785(N)    070 45 37.15926(W) AD(       ) 3
 OC2463  NAD 83(1986)-  43 05 13.03156(N)    070 45 37.16474(W) AD(       ) 3
 OC2463  NAD 27      -  43 05 12.70000(N)    070 45 38.98000(W) AD(       ) 3
 OC2463
 OC2463.Superseded values are not recommended for survey control.
 OC2463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2463.See file dsdata.txt to determine how the superseded data were derived.
 OC2463
 OC2463_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH5672071975(NAD 83)
 OC2463
 OC2463  HISTORY     - Date     Condition        Report By
 OC2463  HISTORY     - 1900     MONUMENTED       CGS
 OC2463  HISTORY     - 1903     SEE DESCRIPTION  CGS
 OC2463
 OC2463                          STATION DESCRIPTION
 OC2463
 OC2463'DESCRIBED BY COAST AND GEODETIC SURVEY 1903
 OC2463'STATION IS ON RAILROAD AND CARRIAGE BRIDGE ACROSS THE RIVER
 OC2463'BETWEEN PORTSMOUTH AND KITTERY, ABOUT 150 FEET FROM THE DRAW,
 OC2463'TOWARD THE PORTSMOUTH SIDE.  AS THE BRIDGE WAS SOON TO BE
 OC2463'REPAIRED THIS STATION WILL BE GONE.  THE ECCENTRIC STATION, WHICH
 OC2463'IS 0.405 METER FROM THE STATION, WAS MARKED BY A NAIL IN THE
 OC2463'PLANK OF THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SE0184 ***********************************************************************
 SE0184  DESIGNATION -  BRIDGE NORTH IBC 1973
 SE0184  PID         -  SE0184
 SE0184  STATE/COUNTY-  ME/AROOSTOOK
 SE0184  USGS QUAD   -  VAN BUREN (1986)
 SE0184
 SE0184                         *CURRENT SURVEY CONTROL
 SE0184  ___________________________________________________________________
 SE0184* NAD 83(1996)-  47 09 34.80743(N)    067 55 50.91810(W)     ADJUSTED  
 SE0184* NAVD 88     -       141.9    (meters)     466.     (feet)  VERTCON   
 SE0184  ___________________________________________________________________
 SE0184  LAPLACE CORR-           5.90  (seconds)                    DEFLEC99
 SE0184  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 SE0184
 SE0184  HORZ ORDER  -  SECOND
 SE0184
 SE0184.The horizontal coordinates were established by classical geodetic methods
 SE0184.and adjusted by the National Geodetic Survey in March 1998..
 SE0184
 SE0184.The NAVD 88 height was computed by applying the VERTCON shift value to
 SE0184.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SE0184
 SE0184.The Laplace correction was computed from DEFLEC99 derived deflections.
 SE0184
 SE0184.The geoid height was determined by GEOID03.
 SE0184
 SE0184;                    North         East     Units Scale Factor Converg.
 SE0184;SPC ME E     -   388,330.089   343,156.766   MT  0.99992288   +0 25 02.5
 SE0184;UTM  19      - 5,223,462.256   581,042.919   MT  0.99968072   +0 47 02.5
 SE0184
 SE0184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SE0184!SPC ME E     -   0.99998137  x   0.99992288  =   0.99990425
 SE0184!UTM  19      -   0.99998137  x   0.99968072  =   0.99966210
 SE0184
 SE0184                          SUPERSEDED SURVEY CONTROL
 SE0184
 SE0184  NAD 83(1992)-  47 09 34.80452(N)    067 55 50.91565(W) AD(       ) 2
 SE0184  NAD 83(1986)-  47 09 34.80439(N)    067 55 50.90933(W) AD(       ) 2
 SE0184  NAD 27      -  47 09 34.65113(N)    067 55 52.82510(W) AD(       ) 2
 SE0184  NGVD 29 (07/19/86)  142.1    (m)          466.     (f) VERT ANG       
 SE0184
 SE0184.Superseded values are not recommended for survey control.
 SE0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SE0184.See file dsdata.txt to determine how the superseded data were derived.
 SE0184
 SE0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN8104323462(NAD 83)
 SE0184
 SE0184  HISTORY     - Date     Condition        Report By
 SE0184  HISTORY     - 1973     MONUMENTED       NGS
 SE0184  HISTORY     - 1975     GOOD             NGS
 SE0184
 SE0184                          STATION DESCRIPTION
 SE0184
 SE0184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CRM)
 SE0184'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 SE0184'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1238 ***********************************************************************
 OC1238  DESIGNATION -  BRIDGE RM 1
 OC1238  PID         -  OC1238
 OC1238  STATE/COUNTY-  ME/YORK
 OC1238  USGS QUAD   -  PORTSMOUTH (1993)
 OC1238
 OC1238                         *CURRENT SURVEY CONTROL
 OC1238  ___________________________________________________________________
 OC1238* NAD 83(1986)-  43 05 39.     (N)    070 45 09.     (W)     SCALED    
 OC1238* NAVD 88     -        22.738  (meters)      74.60   (feet)  ADJUSTED  
 OC1238  ___________________________________________________________________
 OC1238  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 OC1238  DYNAMIC HT  -          22.735 (meters)      74.59  (feet)  COMP
 OC1238  MODELED GRAV-     980,458.7   (mgal)                       NAVD 88
 OC1238
 OC1238  VERT ORDER  -  SECOND    CLASS I
 OC1238
 OC1238.The horizontal coordinates were scaled from a topographic map and have
 OC1238.an estimated accuracy of +/- 6 seconds.
 OC1238
 OC1238.The orthometric height was determined by differential leveling
 OC1238.and adjusted by the National Geodetic Survey in June 1991..
 OC1238
 OC1238.The geoid height was determined by GEOID03.
 OC1238
 OC1238.The dynamic height is computed by dividing the NAVD 88
 OC1238.geopotential number by the normal gravity value computed on the
 OC1238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1238.degrees latitude (g = 980.6199 gals.).
 OC1238
 OC1238.The modeled gravity was interpolated from observed gravity values.
 OC1238
 OC1238;                    North         East    Units  Estimated Accuracy
 OC1238;SPC ME W     -    29,140.      852,310.      MT  (+/- 180 meters Scaled)
 OC1238
 OC1238                          SUPERSEDED SURVEY CONTROL
 OC1238
 OC1238  NGVD 29 (??/??/92)   22.971  (m)           75.36   (f) ADJ UNCH    2 1
 OC1238
 OC1238.Superseded values are not recommended for survey control.
 OC1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1238.See file dsdata.txt to determine how the superseded data were derived.
 OC1238
 OC1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH573727(NAD 83)
 OC1238_MARKER: DD = SURVEY DISK
 OC1238_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OC1238_SP_SET: BASE
 OC1238_STAMPING: BRIDGE RM-1 1974
 OC1238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC1238
 OC1238  HISTORY     - Date     Condition        Report By
 OC1238  HISTORY     - 1974     MONUMENTED       MEDT
 OC1238  HISTORY     - 1975     GOOD             MEDT
 OC1238
 OC1238                          STATION DESCRIPTION
 OC1238
 OC1238'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 OC1238'1.65 MI SW FROM KITTERY.
 OC1238'ABOUT 1.65 MILES SOUTHWEST ALONG I-95 SOUTHBOUND FROM THE I-95 SPRUCE
 OC1238'CREEK BRIDGE (AND ALSO ABOUT 0.2 MILE NORTHEAST OF THE NORTHEAST END
 OC1238'OF THE PISCATAQUA RIVER BRIDGE).  A DISK SET FLUSH IN A 4 FOOT
 OC1238'DIAMETER CONCRETE BASE FOR LIGHT POLE NO. DOT/K-10, 79 FEET SOUTH OF
 OC1238'RIGHT-OF-WAY FENCE 2.5 FEET NORTH OF EDGE OF PAVEMENT OF I-95
 OC1238'SOUTHBOUND, 83 FEET EAST OF TWISTED END SECTION OF GUARD RAIL ALONG
 OC1238'NORTH SIDE OF I-95 SOUTHBOUND.  ALSO 90.01 FEET EAST OF STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1239 ***********************************************************************
 OC1239  DESIGNATION -  BRIDGE RM 2
 OC1239  PID         -  OC1239
 OC1239  STATE/COUNTY-  ME/YORK
 OC1239  USGS QUAD   -  PORTSMOUTH (1993)
 OC1239
 OC1239                         *CURRENT SURVEY CONTROL
 OC1239  ___________________________________________________________________
 OC1239* NAD 83(1986)-  43 05 39.     (N)    070 45 09.     (W)     SCALED    
 OC1239* NAVD 88     -        24.139  (meters)      79.20   (feet)  ADJUSTED  
 OC1239  ___________________________________________________________________
 OC1239  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 OC1239  DYNAMIC HT  -          24.135 (meters)      79.18  (feet)  COMP
 OC1239  MODELED GRAV-     980,458.7   (mgal)                       NAVD 88
 OC1239
 OC1239  VERT ORDER  -  SECOND    CLASS I
 OC1239
 OC1239.The horizontal coordinates were scaled from a topographic map and have
 OC1239.an estimated accuracy of +/- 6 seconds.
 OC1239
 OC1239.The orthometric height was determined by differential leveling
 OC1239.and adjusted by the National Geodetic Survey in June 1991..
 OC1239
 OC1239.The geoid height was determined by GEOID03.
 OC1239
 OC1239.The dynamic height is computed by dividing the NAVD 88
 OC1239.geopotential number by the normal gravity value computed on the
 OC1239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1239.degrees latitude (g = 980.6199 gals.).
 OC1239
 OC1239.The modeled gravity was interpolated from observed gravity values.
 OC1239
 OC1239;                    North         East    Units  Estimated Accuracy
 OC1239;SPC ME W     -    29,140.      852,310.      MT  (+/- 180 meters Scaled)
 OC1239
 OC1239                          SUPERSEDED SURVEY CONTROL
 OC1239
 OC1239  NGVD 29 (??/??/92)   24.372  (m)           79.96   (f) ADJ UNCH    2 1
 OC1239
 OC1239.Superseded values are not recommended for survey control.
 OC1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1239.See file dsdata.txt to determine how the superseded data were derived.
 OC1239
 OC1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH573727(NAD 83)
 OC1239_MARKER: DD = SURVEY DISK
 OC1239_SETTING: 66 = SET IN ROCK OUTCROP
 OC1239_SP_SET: ROCK OUTCROP
 OC1239_STAMPING: BRIDGE RM-2 1974
 OC1239_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC1239+STABILITY: POSITION/ELEVATION WELL
 OC1239
 OC1239  HISTORY     - Date     Condition        Report By
 OC1239  HISTORY     - 1974     MONUMENTED       MEDT
 OC1239  HISTORY     - 1975     GOOD             MEDT
 OC1239
 OC1239                          STATION DESCRIPTION
 OC1239
 OC1239'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 OC1239'1.65 MI SW FROM KITTERY.
 OC1239'ABOUT 1.65 MILES SOUTHWEST ALONG I-95 SOUTHBOUND FROM THE I-95 SPRUCE
 OC1239'CREEK BRIDGE (AND ALSO ABOUT 0.2 MILE NORTHEAST OF THE NORTHEAST END
 OC1239'OF THE PISCATAQUA RIVER BRIDGE).  A DISK SET FLUSH IN A 10 X 5 FOOT
 OC1239'LEDGE OUTCROP, 14 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, 86 FEET
 OC1239'NORTHEAST OF LIGHT POLE NO. DOT/K-11, 75 FEET NORTH OF EDGE OF
 OC1239'PAVEMENT OF I-95 SOUTHBOUND, 92 FEET WEST OF TWISTED END SECTION OF
 OC1239'GUARD RAIL ALONG NORTH SIDE OF I-95 SOUTHBOUND AND 84.30 FEET WEST OF
 OC1239'STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SE0182 ***********************************************************************
 SE0182  DESIGNATION -  BRIDGE SOUTH IBC 1973
 SE0182  PID         -  SE0182
 SE0182  STATE/COUNTY-  ME/AROOSTOOK
 SE0182  USGS QUAD   -  VAN BUREN (1986)
 SE0182
 SE0182                         *CURRENT SURVEY CONTROL
 SE0182  ___________________________________________________________________
 SE0182* NAD 83(1996)-  47 09 34.52291(N)    067 55 50.74577(W)     ADJUSTED  
 SE0182* NAVD 88     -       141.9    (meters)     466.     (feet)  VERTCON   
 SE0182  ___________________________________________________________________
 SE0182  LAPLACE CORR-           5.90  (seconds)                    DEFLEC99
 SE0182  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 SE0182
 SE0182  HORZ ORDER  -  SECOND
 SE0182
 SE0182.The horizontal coordinates were established by classical geodetic methods
 SE0182.and adjusted by the National Geodetic Survey in March 1998..
 SE0182
 SE0182.The NAVD 88 height was computed by applying the VERTCON shift value to
 SE0182.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SE0182
 SE0182.The Laplace correction was computed from DEFLEC99 derived deflections.
 SE0182
 SE0182.The geoid height was determined by GEOID03.
 SE0182
 SE0182;                    North         East     Units Scale Factor Converg.
 SE0182;SPC ME E     -   388,321.330   343,160.460   MT  0.99992289   +0 25 02.6
 SE0182;UTM  19      - 5,223,453.523   581,046.668   MT  0.99968073   +0 47 02.6
 SE0182
 SE0182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SE0182!SPC ME E     -   0.99998137  x   0.99992289  =   0.99990426
 SE0182!UTM  19      -   0.99998137  x   0.99968073  =   0.99966211
 SE0182
 SE0182                          SUPERSEDED SURVEY CONTROL
 SE0182
 SE0182  NAD 83(1992)-  47 09 34.51999(N)    067 55 50.74332(W) AD(       ) 2
 SE0182  NAD 83(1986)-  47 09 34.52012(N)    067 55 50.73719(W) AD(       ) 2
 SE0182  NAD 27      -  47 09 34.36667(N)    067 55 52.65276(W) AD(       ) 2
 SE0182  NGVD 29 (07/19/86)  142.1    (m)          466.     (f) VERT ANG       
 SE0182
 SE0182.Superseded values are not recommended for survey control.
 SE0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SE0182.See file dsdata.txt to determine how the superseded data were derived.
 SE0182
 SE0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN8104723454(NAD 83)
 SE0182
 SE0182  HISTORY     - Date     Condition        Report By
 SE0182  HISTORY     - 1973     MONUMENTED       NGS
 SE0182  HISTORY     - 1975     GOOD             NGS
 SE0182
 SE0182                          STATION DESCRIPTION
 SE0182
 SE0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CRM)
 SE0182'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION, ALTHOUGH
 SE0182'THE STAMPING HAS BEEN PARTIALLY OBLITERATED BY A SNOW PLOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1074 ***********************************************************************
 PD1074  DESIGNATION -  BRIG 1945
 PD1074  PID         -  PD1074
 PD1074  STATE/COUNTY-  ME/HANCOCK
 PD1074  USGS QUAD   -  PETIT MANAN POINT (1977)
 PD1074
 PD1074                         *CURRENT SURVEY CONTROL
 PD1074  ___________________________________________________________________
 PD1074* NAD 83(1996)-  44 26 55.54387(N)    067 58 56.53261(W)     ADJUSTED  
 PD1074* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 PD1074  ___________________________________________________________________
 PD1074  LAPLACE CORR-           3.50  (seconds)                    DEFLEC99
 PD1074  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 PD1074
 PD1074  HORZ ORDER  -  THIRD
 PD1074
 PD1074.The horizontal coordinates were established by classical geodetic methods
 PD1074.and adjusted by the National Geodetic Survey in March 1998..
 PD1074
 PD1074.The orthometric height was scaled from a topographic map.
 PD1074
 PD1074.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1074
 PD1074.The geoid height was determined by GEOID03.
 PD1074
 PD1074;                    North         East     Units Scale Factor Converg.
 PD1074;SPC ME E     -    87,022.902   341,198.802   MT  0.99992087   +0 21 45.0
 PD1074;UTM  19      - 4,922,221.394   580,970.189   MT  0.99968063   +0 42 45.6
 PD1074
 PD1074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD1074!SPC ME E     -   1.00000359  x   0.99992087  =   0.99992446
 PD1074!UTM  19      -   1.00000359  x   0.99968063  =   0.99968422
 PD1074
 PD1074:                Primary Azimuth Mark                     Grid Az
 PD1074:SPC ME E     -  CROMER 2                                 256 21 45.7
 PD1074:UTM  19      -  CROMER 2                                 256 00 45.1
 PD1074
 PD1074|---------------------------------------------------------------------|
 PD1074| PID    Reference Object                     Distance      Geod. Az  |
 PD1074|                                                           dddmmss.s |
 PD1074| PE1752 CROMER 2                            APPROX. 3.1 KM 2564330.7 |
 PD1074|---------------------------------------------------------------------|
 PD1074
 PD1074                          SUPERSEDED SURVEY CONTROL
 PD1074
 PD1074  NAD 83(1992)-  44 26 55.54148(N)    067 58 56.53662(W) AD(       ) 3
 PD1074  NAD 83(1986)-  44 26 55.53882(N)    067 58 56.54090(W) AD(       ) 3
 PD1074  NAD 27      -  44 26 55.25200(N)    067 58 58.53300(W) AD(       ) 3
 PD1074
 PD1074.Superseded values are not recommended for survey control.
 PD1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1074.See file dsdata.txt to determine how the superseded data were derived.
 PD1074
 PD1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK8097022221(NAD 83)
 PD1074
 PD1074  HISTORY     - Date     Condition        Report By
 PD1074  HISTORY     - 1945     MONUMENTED       CGS
 PD1074
 PD1074                          STATION DESCRIPTION
 PD1074
 PD1074'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (FLP)
 PD1074'THE STATION IS SET IN LEDGE ROCK ON THE MOST W POINT OF THE TWO
 PD1074'POINTS AT POINT FRANCIS IN GOULDSBORO BAY.  STATION IS 4.35 MILES
 PD1074'S OF STEUBEN AND 3.5 MILES NE OF PROSPECT HARBOR.  STATION IS 5
 PD1074'METERS FROM MEAN HIGH-WATER LINE AND ABOUT 5 FEET ABOVE MEAN
 PD1074'HIGH-WATER LINE.  THE EASIEST WAY TO REACH STATION IS BY BOAT
 PD1074'FROM INDIAN HARBOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1589 ***********************************************************************
 QF1589  DESIGNATION -  BRIGHT IBC
 QF1589  PID         -  QF1589
 QF1589  STATE/COUNTY-  ME/WASHINGTON
 QF1589  USGS QUAD   -  LAMBERT LAKE (1988)
 QF1589
 QF1589                         *CURRENT SURVEY CONTROL
 QF1589  ___________________________________________________________________
 QF1589* NAD 83(1996)-  45 36 07.78463(N)    067 37 02.80081(W)     ADJUSTED  
 QF1589* NAVD 88     -       116.     (meters)     381.     (feet)  SCALED    
 QF1589  ___________________________________________________________________
 QF1589  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 QF1589  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 QF1589
 QF1589  HORZ ORDER  -  THIRD
 QF1589
 QF1589.The horizontal coordinates were established by classical geodetic methods
 QF1589.and adjusted by the National Geodetic Survey in March 1998..
 QF1589
 QF1589.The orthometric height was scaled from a topographic map.
 QF1589
 QF1589.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1589
 QF1589.The geoid height was determined by GEOID03.
 QF1589
 QF1589;                    North         East     Units Scale Factor Converg.
 QF1589;SPC ME E     -   215,438.623   368,847.020   MT  0.99995826   +0 37 50.2
 QF1589;UTM  19      - 5,050,776.092   607,818.906   MT  0.99974292   +0 59 16.5
 QF1589
 QF1589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1589!SPC ME E     -   0.99998557  x   0.99995826  =   0.99994383
 QF1589!UTM  19      -   0.99998557  x   0.99974292  =   0.99972849
 QF1589
 QF1589:                Primary Azimuth Mark                     Grid Az
 QF1589:SPC ME E     -  PIKE                                     281 37 07.8
 QF1589:UTM  19      -  PIKE                                     281 15 41.5
 QF1589
 QF1589|---------------------------------------------------------------------|
 QF1589| PID    Reference Object                     Distance      Geod. Az  |
 QF1589|                                                           dddmmss.s |
 QF1589| QF1599 PIKE                                APPROX. 1.5 KM 2821458.0 |
 QF1589|---------------------------------------------------------------------|
 QF1589
 QF1589                          SUPERSEDED SURVEY CONTROL
 QF1589
 QF1589  NAD 83(1992)-  45 36 07.78093(N)    067 37 02.79826(W) AD(       ) 3
 QF1589  NAD 83(1986)-  45 36 07.78390(N)    067 37 02.80978(W) AD(       ) 3
 QF1589  NAD 27      -  45 36 07.55052(N)    067 37 04.79557(W) AD(       ) 3
 QF1589
 QF1589.Superseded values are not recommended for survey control.
 QF1589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1589.See file dsdata.txt to determine how the superseded data were derived.
 QF1589
 QF1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL0781950776(NAD 83)
 QF1589_MARKER: H = DRILL HOLE
 QF1589_SETTING: 80 = SET IN A BOULDER
 QF1589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1589+STABILITY: SURFACE MOTION
 QF1589
 QF1589  HISTORY     - Date     Condition        Report By
 QF1589  HISTORY     - 1912     MONUMENTED       IBC
 QF1589  HISTORY     - 1955     GOOD             IBC
 QF1589  HISTORY     - 1972     GOOD             IBC
 QF1589
 QF1589                          STATION DESCRIPTION
 QF1589
 QF1589'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (AJB)
 QF1589'IN SPEDNIK LAKE, ON A LIGHT - COLORED ROCK SHAPED LIKE A TRUNCATED,
 QF1589'TRIANGULAR PYRAMID, 20 BY 18 BY 18 FEET, WITH THE TOP ABOUT 1 FOOT
 QF1589'ABOVE HIGH WATER, NEAR THE ENTRANCE TO PIKE COVE BROOK.  THE ROCK IS
 QF1589'ABOUT 700 FEET NW OF THE HEADLAND BETWEEN PIKE COVE BROOK AND PIKE
 QF1589'COVE, AND 400 FEET E OF THE S END OF A LARGE ISLAND OFF THE POINT.
 QF1589'
 QF1589'STATION MARK IS A SHALLOW DRILL HOLE IN THE CENTER OF A CROSS CUT IN
 QF1589'THE ROCK.
 QF1589
 QF1589                          STATION RECOVERY (1955)
 QF1589
 QF1589'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1589'STATION RECOVERED IN GOOD CONDITION.
 QF1589
 QF1589                          STATION RECOVERY (1972)
 QF1589
 QF1589'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1589'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2394 ***********************************************************************
 PE2394  DESIGNATION -  BRIGHT YELLOW HSE CEN OF CHIM
 PE2394  PID         -  PE2394
 PE2394  STATE/COUNTY-  ME/LINCOLN
 PE2394  USGS QUAD   -  WALDOBORO WEST (1988)
 PE2394
 PE2394                         *CURRENT SURVEY CONTROL
 PE2394  ___________________________________________________________________
 PE2394* NAD 83(1996)-  44 01 35.07962(N)    069 24 59.30600(W)     ADJUSTED  
 PE2394* NAVD 88     -                                                        
 PE2394  ___________________________________________________________________
 PE2394  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 PE2394  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 PE2394
 PE2394  HORZ ORDER  -  THIRD
 PE2394
 PE2394.The horizontal coordinates were established by classical geodetic methods
 PE2394.and adjusted by the National Geodetic Survey in March 1998..
 PE2394
 PE2394
 PE2394.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2394
 PE2394.The geoid height was determined by GEOID03.
 PE2394
 PE2394;                    North         East     Units Scale Factor Converg.
 PE2394;SPC ME W     -   132,821.489   960,141.466   MT  1.00001114   +0 31 17.0
 PE2394;SPC ME E     -    40,375.299   226,532.969   MT  0.99996636   -0 38 13.1
 PE2394;UTM  19      - 4,874,890.563   466,624.381   MT  0.99961370   -0 17 22.0
 PE2394
 PE2394                          SUPERSEDED SURVEY CONTROL
 PE2394
 PE2394  NAD 83(1992)-  44 01 35.08504(N)    069 24 59.29383(W) AD(       ) 4
 PE2394  NAD 83(1986)-  44 01 35.08951(N)    069 24 59.29975(W) AD(       ) 4
 PE2394  NAD 27      -  44 01 34.79000(N)    069 25 01.10000(W) AD(       ) 3
 PE2394
 PE2394.Superseded values are not recommended for survey control.
 PE2394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2394.See file dsdata.txt to determine how the superseded data were derived.
 PE2394
 PE2394_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ6662474891(NAD 83)
 PE2394
 PE2394  HISTORY     - Date     Condition        Report By
 PE2394  HISTORY     - UNK      MONUMENTED
 PE2394  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2394  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2394
 PE2394                          STATION DESCRIPTION
 PE2394
 PE2394'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2394'THIS STATION IS LOST.
 PE2394
 PE2394                          STATION RECOVERY (1943)
 PE2394
 PE2394'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2394'LISTED AS LOST IN 1934.
 PE2394'
 PE2394'THE HOUSE IS A 1-1/2 STORY WHITE DWELLING TRIMMED WITH GREEN,
 PE2394'WITH SHINGLE ROOF, AND IN THE SHAPE OF A U, WITH TWO BRICK
 PE2394'CHIMNEYS.  THE STATION WAS TAKEN TO BE THE HIGHER OF THE TWO
 PE2394'CHIMNEYS ON THE N SECTION OF THE HOUSE.  ACCORDING TO LOCAL
 PE2394'INFORMATION THIS HOUSE DATES BACK TO 1866 OR BEFORE.  THE
 PE2394'LOCATION IS 5.6 MILES SW OF WALDOBORO POST OFFICE ON STATE
 PE2394'HIGHWAY 32, AND IS DOUBTFUL.
 PE2394'
 PE2394'NOTE--AIR PHOTO PARTY CONSIDERS STATION LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2070 ***********************************************************************
 OC2070  DESIGNATION -  BRIMSTONE
 OC2070  PID         -  OC2070
 OC2070  STATE/COUNTY-  ME/YORK
 OC2070  USGS QUAD   -  KENNEBUNK (1983)
 OC2070
 OC2070                         *CURRENT SURVEY CONTROL
 OC2070  ___________________________________________________________________
 OC2070* NAD 83(1996)-  43 28 37.55600(N)    070 33 32.31407(W)     ADJUSTED  
 OC2070* NAVD 88     -        33.1    (meters)     109.     (feet)  VERTCON   
 OC2070  ___________________________________________________________________
 OC2070  LAPLACE CORR-           3.73  (seconds)                    DEFLEC99
 OC2070  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 OC2070
 OC2070  HORZ ORDER  -  SECOND
 OC2070
 OC2070.The horizontal coordinates were established by classical geodetic methods
 OC2070.and adjusted by the National Geodetic Survey in March 1998..
 OC2070
 OC2070.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2070.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2070
 OC2070.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2070
 OC2070.The geoid height was determined by GEOID03.
 OC2070
 OC2070;                    North         East     Units Scale Factor Converg.
 OC2070;SPC ME W     -    71,592.008   868,260.368   MT  0.99997905   -0 16 11.8
 OC2070;UTM  19      - 4,814,978.429   373,917.143   MT  0.99979554   -1 04 22.1
 OC2070
 OC2070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2070!SPC ME W     -   0.99999897  x   0.99997905  =   0.99997802
 OC2070!UTM  19      -   0.99999897  x   0.99979554  =   0.99979451
 OC2070
 OC2070|---------------------------------------------------------------------|
 OC2070| PID    Reference Object                     Distance      Geod. Az  |
 OC2070|                                                           dddmmss.s |
 OC2070| CE7258 BRIMSTONE RM 1                       11.952 METERS 10621     |
 OC2070| OC2076 BRIMSTONE AZ MK                     APPROX. 0.8 KM 2790115.5 |
 OC2070| CE7259 BRIMSTONE RM 2                       11.639 METERS 28620     |
 OC2070| OC2071 BRIMSTONE A PT                       12.920 METERS 30901     |
 OC2070|---------------------------------------------------------------------|
 OC2070
 OC2070                          SUPERSEDED SURVEY CONTROL
 OC2070
 OC2070  NAD 83(1992)-  43 28 37.55469(N)    070 33 32.31528(W) AD(       ) 2
 OC2070  NAD 83(1986)-  43 28 37.56059(N)    070 33 32.32142(W) AD(       ) 2
 OC2070  NAD 27      -  43 28 37.25890(N)    070 33 34.12661(W) AD(       ) 2
 OC2070  NGVD 29 (07/19/86)   33.3    (m)          109.     (f) VERT ANG       
 OC2070
 OC2070.Superseded values are not recommended for survey control.
 OC2070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2070.See file dsdata.txt to determine how the superseded data were derived.
 OC2070
 OC2070_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ7391714978(NAD 83)
 OC2070_MARKER: DS = TRIANGULATION STATION DISK
 OC2070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC2070_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC2070
 OC2070  HISTORY     - Date     Condition        Report By
 OC2070  HISTORY     - 1976     MONUMENTED       NGS
 OC2070
 OC2070                          STATION DESCRIPTION
 OC2070
 OC2070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2070'THE STATION IS LOCATED ABOUT 4.75 MILES WEST OF BIDDEFORD,
 OC2070'0.8 MILES EAST OF ALFRED, 2.76 MILES SOUTHEAST OF GOODWIN
 OC2070'MILLS AND 2.8 MILES NORTHEAST OF DAYS MILLS.
 OC2070'
 OC2070'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 4,
 OC2070'4 A, 202 AND 111 IN ALFRED, GO EASTERLY ON STATE ROUTE 111 FOR
 OC2070'6.1 MILES TO THE INTERSECTION OF STATE ROUTES 111 AND 35.
 OC2070'CONTINUE EASTERLY ON STATE ROUTE 111 FOR 2.35 MILES TO THE
 OC2070'STATION ON THE LEFT.
 OC2070'
 OC2070'THE STATION MARK IS A STANDARD DISK STAMPED=--BRIMESTONE 1976--,
 OC2070'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST WHICH
 OC2070'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  THE UNDERGROUND
 OC2070'STATION MARK IS A STANDARD DISK STAMPED--BRIMESTONE 1976--, SET
 OC2070'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE WHICH IS ABOUT
 OC2070'48 INCHES BELOW THE GROUND SURFACE.  IT IS 4.2 FEET SOUTH-
 OC2070'SOUTHWEST OF A METAL WITNESS POST, 33.2 FEET NORTH-NORTHEAST
 OC2070'OF THE CENTERLINE OF STATE ROUTE 111 AND 51.5 FEET WEST-
 OC2070'NORTHWEST OF POWER POLE 58-J 229
 OC2070'
 OC2070'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK
 OC2070'STAMPED--BRIMESTONE NO 1 1976--, SET IN THE TOP OF
 OC2070'A 12-INCH CYLINDRICAL CONCRETE POST WHICH IS FLUSH
 OC2070'WITH THE GROUND SURFACE.  IT IS 3.5 FEET SOUTH-SOUTHWEST
 OC2070'OF A METAL WITNESS POST, 12.2 FEET WEST-NORTHWEST OF POWER
 OC2070'POLE 58-J 229 AND 32.2 FEET NORTH-NORTHEAST OF THE
 OC2070'CENTERLINE OF STATE ROUTE 111.
 OC2070'
 OC2070'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK
 OC2070'STAMPED--BRIMESTONE NO 2 1976--SET IN THE TOP OF A
 OC2070'12-INCH CYLINDRICAL CONCRETE POST WHICH IS FLUSH WITH
 OC2070'GROUND SURFACE.  IT IS 3.6 FEET SOUTH-SOUTHEAST OF A
 OC2070'METAL WITNESS POST, 34 FEET NORTH-NORTHEAST OF THE
 OC2070'CENTERLINE OF STATE ROUTES 111 AND 36.6 FEET EAST-
 OC2070'SOUTHEAST OF POWER POLE 557-J 230.
 OC2070'
 OC2070'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK
 OC2070'STAMPED--BRIMESTONE AZ 1976--SET IN THE TOP OF A
 OC2070'12-INCH CYLINDRICAL CONCRETE POST WHICH IS FLUSH
 OC2070'WITH THE GROUND SURFACE.  IT IS 4.2 FEET EAST OF
 OC2070'A METAL WITNESS POST, 7.09 FEET NORTHEAST OF
 OC2070'POWER POLE 538-J 249 AND 36.4 FEET NORTH OF
 OC2070'THE CENTERLINE OF STATE ROUTE 111.
 OC2070'
 OC2070'TO REACH THE AZIMUTH MARK FROM THE STATION GO
 OC2070'WESTERLY ON STATE ROUTE 111 FOR 0.5 MILE TO
 OC2070'THE AZIMUTH MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2370 ***********************************************************************
 PE2370  DESIGNATION -  BRIMSTONE HILL
 PE2370  PID         -  PE2370
 PE2370  STATE/COUNTY-  ME/LINCOLN
 PE2370  USGS QUAD   -  WALDOBORO EAST (1988)
 PE2370
 PE2370                         *CURRENT SURVEY CONTROL
 PE2370  ___________________________________________________________________
 PE2370* NAD 83(1996)-  44 03 09.76908(N)    069 19 59.72372(W)     ADJUSTED  
 PE2370* NAVD 88     -                                                        
 PE2370  ___________________________________________________________________
 PE2370  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 PE2370  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 PE2370
 PE2370  HORZ ORDER  -  THIRD
 PE2370
 PE2370.The horizontal coordinates were established by classical geodetic methods
 PE2370.and adjusted by the National Geodetic Survey in March 1998..
 PE2370
 PE2370
 PE2370.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2370
 PE2370.The geoid height was determined by GEOID03.
 PE2370
 PE2370;                    North         East     Units Scale Factor Converg.
 PE2370;SPC ME W     -   135,808.046   966,783.295   MT  1.00002150   +0 34 46.2
 PE2370;SPC ME E     -    43,226.784   233,233.456   MT  0.99995481   -0 34 45.8
 PE2370;UTM  19      - 4,877,781.636   473,305.111   MT  0.99960876   -0 13 54.2
 PE2370
 PE2370                          SUPERSEDED SURVEY CONTROL
 PE2370
 PE2370  NAD 83(1992)-  44 03 09.77568(N)    069 19 59.70843(W) AD(       ) 4
 PE2370  NAD 83(1986)-  44 03 09.77990(N)    069 19 59.71462(W) AD(       ) 4
 PE2370  NAD 27      -  44 03 09.45000(N)    069 20 01.58000(W) AD(       ) 3
 PE2370
 PE2370.Superseded values are not recommended for survey control.
 PE2370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2370.See file dsdata.txt to determine how the superseded data were derived.
 PE2370
 PE2370_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ7330577782(NAD 83)
 PE2370
 PE2370  HISTORY     - Date     Condition        Report By
 PE2370  HISTORY     - UNK      MONUMENTED
 PE2370  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2370
 PE2370                          STATION DESCRIPTION
 PE2370
 PE2370'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2370'STATION WAS SEARCHED FOR ON PROMINENT LEDGES IN THIS VICINITY
 PE2370'BUT NO MARK WAS FOUND.  PLANE-TABLE AND AIR COMPILATION METHODS
 PE2370'MIGHT LOCATE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2084 ***********************************************************************
 PE2084  DESIGNATION -  BRIMSTONE ISLAND 1910
 PE2084  PID         -  PE2084
 PE2084  STATE/COUNTY-  ME/KNOX
 PE2084  USGS QUAD   -  VINALHAVEN (1988)
 PE2084
 PE2084                         *CURRENT SURVEY CONTROL
 PE2084  ___________________________________________________________________
 PE2084* NAD 83(1996)-  44 00 46.82827(N)    068 46 08.57329(W)     ADJUSTED  
 PE2084* NAVD 88     -        34.     (meters)     112.     (feet)  SCALED    
 PE2084  ___________________________________________________________________
 PE2084  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 PE2084  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 PE2084
 PE2084  HORZ ORDER  -  THIRD
 PE2084
 PE2084.The horizontal coordinates were established by classical geodetic methods
 PE2084.and adjusted by the National Geodetic Survey in March 1998..
 PE2084
 PE2084.The orthometric height was scaled from a topographic map.
 PE2084
 PE2084.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2084
 PE2084.The geoid height was determined by GEOID03.
 PE2084
 PE2084;                    North         East     Units Scale Factor Converg.
 PE2084;SPC ME E     -    38,513.007   278,427.543   MT  0.99990572   -0 11 13.0
 PE2084;UTM  19      - 4,873,343.520   518,512.316   MT  0.99960421   +0 09 37.7
 PE2084
 PE2084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2084!SPC ME E     -   0.99999859  x   0.99990572  =   0.99990431
 PE2084!UTM  19      -   0.99999859  x   0.99960421  =   0.99960280
 PE2084
 PE2084                          SUPERSEDED SURVEY CONTROL
 PE2084
 PE2084  NAD 83(1992)-  44 00 46.83524(N)    068 46 08.55217(W) AD(       ) 3
 PE2084  NAD 83(1986)-  44 00 46.83936(N)    068 46 08.56267(W) AD(       ) 3
 PE2084  NAD 27      -  44 00 46.54200(N)    068 46 10.48800(W) AD(       ) 3
 PE2084
 PE2084.Superseded values are not recommended for survey control.
 PE2084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2084.See file dsdata.txt to determine how the superseded data were derived.
 PE2084
 PE2084_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ1851273344(NAD 83)
 PE2084
 PE2084  HISTORY     - Date     Condition        Report By
 PE2084  HISTORY     - 1910     MONUMENTED       CGS
 PE2084  HISTORY     - 1954     SEE DESCRIPTION  CGS
 PE2084
 PE2084                          STATION DESCRIPTION
 PE2084
 PE2084'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (NHH)
 PE2084'ON THE ISLAND OF THAT NAME LYING ABOUT 2-1/2 MILES SE OF VINAL
 PE2084'HAVEN ISLAND AND 1-3/4 MILES W OF SADDLEBACK LEDGE LIGHT.
 PE2084'
 PE2084'THE STATION IS NEAR THE SE EDGE OF THE HIGHEST PART OF THE
 PE2084'ISLAND AND IS A DRILL HOLE SURROUNDED BY A TRIANGLE CUT IN THE ROCK.
 PE2084
 PE2084                          STATION RECOVERY (1954)
 PE2084
 PE2084'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HOF)
 PE2084'THE STATION WAS RECOVERED AS DESCRIBED AND IS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1531 ***********************************************************************
 OC1531  DESIGNATION -  BROKEN COVE 1854
 OC1531  PID         -  OC1531
 OC1531  STATE/COUNTY-  ME/CUMBERLAND
 OC1531  USGS QUAD   -  SOUTH HARPSWELL (1975)
 OC1531
 OC1531                         *CURRENT SURVEY CONTROL
 OC1531  ___________________________________________________________________
 OC1531* NAD 83(1996)-  43 41 45.51155(N)    070 04 19.09814(W)     ADJUSTED  
 OC1531* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 OC1531  ___________________________________________________________________
 OC1531  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 OC1531  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 OC1531
 OC1531  HORZ ORDER  -  THIRD
 OC1531
 OC1531.The horizontal coordinates were established by classical geodetic methods
 OC1531.and adjusted by the National Geodetic Survey in March 1998..
 OC1531
 OC1531.The orthometric height was scaled from a topographic map.
 OC1531
 OC1531.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1531
 OC1531.The geoid height was determined by GEOID03.
 OC1531
 OC1531;                    North         East     Units Scale Factor Converg.
 OC1531;SPC ME W     -    95,838.885   907,633.544   MT  0.99996738   +0 03 55.5
 OC1531;UTM  19      - 4,838,664.685   413,617.740   MT  0.99969178   -0 44 26.2
 OC1531
 OC1531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1531!SPC ME W     -   1.00000394  x   0.99996738  =   0.99997132
 OC1531!UTM  19      -   1.00000394  x   0.99969178  =   0.99969572
 OC1531
 OC1531                          SUPERSEDED SURVEY CONTROL
 OC1531
 OC1531  NAD 83(1992)-  43 41 45.50954(N)    070 04 19.09850(W) AD(       ) 3
 OC1531  NAD 83(1986)-  43 41 45.51546(N)    070 04 19.10391(W) AD(       ) 3
 OC1531  NAD 27      -  43 41 45.21000(N)    070 04 20.93000(W) AD(       ) 3
 OC1531
 OC1531.Superseded values are not recommended for survey control.
 OC1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1531.See file dsdata.txt to determine how the superseded data were derived.
 OC1531
 OC1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ1361838665(NAD 83)
 OC1531
 OC1531  HISTORY     - Date     Condition        Report By
 OC1531  HISTORY     - 1854     MONUMENTED       CGS
 OC1531  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1531
 OC1531                          STATION DESCRIPTION
 OC1531
 OC1531'DESCRIBED BY COAST AND GEODETIC SURVEY 1854 (COB)
 OC1531'STATION IS ON THE HIGHEST AND SOUTHERNMOST OF THE GROUP OF
 OC1531'ROCKS KNOWN AS THE BROKEN COVE ROCKS.  THE ONE ON WHICH THE
 OC1531'STATION IS LOCATED IS ALSO KNOWN AS BROWN COW ISLAND AND IT
 OC1531'LIES IN THE MOUTH OF BROAD SOUND, CASCO BAY, ABOUT 3/4 MILE NE OF
 OC1531'JEWELL ISLAND.  THE STATION IS MARKED BY A HOLE DRILLED IN THE
 OC1531'ROCK.
 OC1531
 OC1531                          STATION RECOVERY (1933)
 OC1531
 OC1531'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1531'STATION LOST.  NO DRILL HOLE FOUND.  NEW STATION NAMED BROWN
 OC1531'COW, LOCATED ON SAME ISLAND IN 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1198 ***********************************************************************
 OC1198  DESIGNATION -  BROOK
 OC1198  PID         -  OC1198
 OC1198  STATE/COUNTY-  ME/YORK
 OC1198  USGS QUAD   -  WELLS (1979)
 OC1198
 OC1198                         *CURRENT SURVEY CONTROL
 OC1198  ___________________________________________________________________
 OC1198* NAD 83(1986)-  43 21 22.     (N)    070 35 22.     (W)     SCALED    
 OC1198* NAVD 88     -        51.915  (meters)     170.32   (feet)  ADJUSTED  
 OC1198  ___________________________________________________________________
 OC1198  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 OC1198  DYNAMIC HT  -          51.907 (meters)     170.30  (feet)  COMP
 OC1198  MODELED GRAV-     980,468.1   (mgal)                       NAVD 88
 OC1198
 OC1198  VERT ORDER  -  SECOND    CLASS I
 OC1198
 OC1198.The horizontal coordinates were scaled from a topographic map and have
 OC1198.an estimated accuracy of +/- 6 seconds.
 OC1198
 OC1198.The orthometric height was determined by differential leveling
 OC1198.and adjusted by the National Geodetic Survey in June 1991..
 OC1198
 OC1198.The geoid height was determined by GEOID03.
 OC1198
 OC1198.The dynamic height is computed by dividing the NAVD 88
 OC1198.geopotential number by the normal gravity value computed on the
 OC1198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1198.degrees latitude (g = 980.6199 gals.).
 OC1198
 OC1198.The modeled gravity was interpolated from observed gravity values.
 OC1198
 OC1198;                    North         East    Units  Estimated Accuracy
 OC1198;SPC ME W     -    58,160.      865,730.      MT  (+/- 180 meters Scaled)
 OC1198
 OC1198                          SUPERSEDED SURVEY CONTROL
 OC1198
 OC1198  NGVD 29 (??/??/92)   52.138  (m)          171.06   (f) ADJ UNCH    2 1
 OC1198
 OC1198.Superseded values are not recommended for survey control.
 OC1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1198.See file dsdata.txt to determine how the superseded data were derived.
 OC1198
 OC1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ711015(NAD 83)
 OC1198_MARKER: DD = SURVEY DISK
 OC1198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC1198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OC1198_STAMPING: BROOK 1974
 OC1198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC1198+STABILITY: SURFACE MOTION
 OC1198
 OC1198  HISTORY     - Date     Condition        Report By
 OC1198  HISTORY     - 1974     MONUMENTED       MEDT
 OC1198
 OC1198                          STATION DESCRIPTION
 OC1198
 OC1198'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 OC1198'3.65 MI SW FROM KENNEBUNK.
 OC1198'ABOUT 3.65 MILES SOUTHWESTERLY ALONG THE MAINE TURNPIKE SOUTHBOUND
 OC1198'FROM TOLL GATE NO. 3 (KENNEBUNK), AND ALSO ABOUT 1.35 MILES SOUTHWEST
 OC1198'OF THE WELLS-KENNEBUNK TOWN LINE AND 0.1 MILE NORTH OF MILEPOST 20, A
 OC1198'DISK SET FLUSH IN THE TOP OF A CYLINDRICAL CONCRETE POST 98 FEET
 OC1198'NORTHWEST OF AND ABOUT 6 FEET ABOVE THE CENTERLINE OF THE MAINE
 OC1198'TURNPIKE SOUTHBOUND, 27.0 FEET SOUTHEAST OF THE R/W FENCE, 12 FEET
 OC1198'SOUTHEAST OF A TRIANGULAR BLAZED 10 IN. PINE TREE AND 33 FEET WEST OF
 OC1198'A TRIANGULAR BLAZED 24 IN. PINE AND 36 FEET NORTHWEST OF THE WOODS
 OC1198'LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2104 ***********************************************************************
 OC2104  DESIGNATION -  BROOK
 OC2104  PID         -  OC2104
 OC2104  STATE/COUNTY-  ME/YORK
 OC2104  USGS QUAD   -  WELLS (1979)
 OC2104
 OC2104                         *CURRENT SURVEY CONTROL
 OC2104  ___________________________________________________________________
 OC2104* NAD 83(1996)-  43 21 33.44552(N)    070 35 18.92522(W)     ADJUSTED  
 OC2104* NAVD 88     -        51.92   (+/-2cm)     170.3    (feet)  VERTCON   
 OC2104  ___________________________________________________________________
 OC2104  LAPLACE CORR-           2.97  (seconds)                    DEFLEC99
 OC2104  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 OC2104
 OC2104  HORZ ORDER  -  SECOND
 OC2104  VERT ORDER  -  THIRD ? (See Below)
 OC2104
 OC2104.The horizontal coordinates were established by classical geodetic methods
 OC2104.and adjusted by the National Geodetic Survey in March 1998..
 OC2104
 OC2104.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2104.The vertical order pertains to the NGVD 29 superseded value.
 OC2104
 OC2104.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2104
 OC2104.The geoid height was determined by GEOID03.
 OC2104
 OC2104;                    North         East     Units Scale Factor Converg.
 OC2104;SPC ME W     -    58,515.513   865,798.195   MT  0.99998105   -0 17 22.9
 OC2104;UTM  19      - 4,801,940.031   371,272.652   MT  0.99980384   -1 05 27.0
 OC2104
 OC2104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2104!SPC ME W     -   0.99999601  x   0.99998105  =   0.99997706
 OC2104!UTM  19      -   0.99999601  x   0.99980384  =   0.99979985
 OC2104
 OC2104:                Primary Azimuth Mark                     Grid Az
 OC2104:SPC ME W     -  PUNKY                                    023 43 06.1
 OC2104:UTM  19      -  PUNKY                                    024 31 10.2
 OC2104
 OC2104|---------------------------------------------------------------------|
 OC2104| PID    Reference Object                     Distance      Geod. Az  |
 OC2104|                                                           dddmmss.s |
 OC2104| OC1193 PUNKY                               APPROX. 5.2 KM 0232543.2 |
 OC2104| OC2066 KENNEBUNK ORTH CHURCH SPIRE         APPROX. 5.2 KM 0534224.8 |
 OC2104| CE7260 BROOK AZ MK                                        1765925.0 |
 OC2104| OC1199 BROOK RM 1                           11.718 METERS 22601     |
 OC2104| OC1200 BROOK RM 2                           25.200 METERS 31100     |
 OC2104|---------------------------------------------------------------------|
 OC2104
 OC2104                          SUPERSEDED SURVEY CONTROL
 OC2104
 OC2104  NAD 83(1992)-  43 21 33.44425(N)    070 35 18.92632(W) AD(       ) 2
 OC2104  NAD 83(1986)-  43 21 33.44947(N)    070 35 18.93294(W) AD(       ) 2
 OC2104  NAD 27      -  43 21 33.13993(N)    070 35 20.74954(W) AD(       ) 2
 OC2104  NGVD 29 (07/19/86)   52.14   (m)          171.1    (f) LEVELING    3  
 OC2104
 OC2104.Superseded values are not recommended for survey control.
 OC2104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2104.See file dsdata.txt to determine how the superseded data were derived.
 OC2104
 OC2104_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ7127301940(NAD 83)
 OC2104_MARKER: DD = SURVEY DISK
 OC2104_SETTING: 66 = SET IN ROCK OUTCROP
 OC2104
 OC2104  HISTORY     - Date     Condition        Report By
 OC2104  HISTORY     - 1975     MONUMENTED       MEDT
 OC2104
 OC2104                          STATION DESCRIPTION
 OC2104
 OC2104'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975 (RCA)
 OC2104'RM 1 TO RM 2 OBSTRUCTED.
 OC2104'
 OC2104'THE STATION IS LOCATED ON THE WEST RIGHT-OF-WAY OF THE MAINE
 OC2104'TURNPIKE, 3 MILES SOUTHWEST OF KENNEBUNK, 2-1/2 MILES NORTH OF
 OC2104'WELLS AND ON PROPERTY OF THE MAINE TURNPIKE AUTHORITY.
 OC2104'
 OC2104'TO REACH THE STATION FROM THE MAINE TURNPIKE TOLL GATE NUMBER 3,
 OC2104'GO SOUTH ON THE MAINE TURNPIKE FOR 3.4 MILES TO THE STATION ON THE
 OC2104'RIGHT, JUST BEFORE REACHING THE COLES HILL ROAD OVERPASS.
 OC2104'
 OC2104'THE STATION IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION DISK
 OC2104'STAMPED BROOK 1974, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 OC2104'AND FLUSH WITH THE GROUND SURFACE.  IT IS 632.0 FEET
 OC2104'NORTH-NORTHEAST OF THE COLES HILL ROAD OVERPASS, 400.0 FEET
 OC2104'NORTH-NORTHEAST OF MILE POST 20, 98.0 FEET WEST-NORTHWEST OF THE
 OC2104'CENTER LINE OF THE MAINE TURNPIKE, SOUTH BOUND LANE, 12.0 FEET
 OC2104'SOUTH-SOUTHEAST OF A TRIANGULAR BLAZED PINE TREE.
 OC2104'
 OC2104'THE AZIMUTH MARK IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 OC2104'DISK STAMPED BROOK AZ MK 1974, CEMENTED IN A DRILL HOLE IN
 OC2104'OUTCROPPING BEDROCK PROJECTING ABOUT 6-INCHES ABOVE THE GROUND
 OC2104'SURFACE.  IT IS 161.0 FEET SOUTH OF MILE POST 20 AND 116.0 FEET
 OC2104'EAST-SOUTHEAST OF THE CENTER LINE OF THE MAINE TURNPIKE, NORTH
 OC2104'BOUND LANE.
 OC2104'
 OC2104'REFERENCE MARK 1 IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 OC2104'DISK STAMPED BROOK NO 1 1974, CEMENTED IN A DRILL HOLE IN
 OC2104'OUTCROPPING BEDROCK.  IT IS 114.0 FEET WEST-NORTHWEST OF THE CENTER
 OC2104'LINE OF THE MAIN TURNPIKE, SOUTH BOUND LANE AND ABOUT 2 FEET
 OC2104'HIGHER THAN THE STATION MARK.
 OC2104'
 OC2104'REFERENCE MARK 2 IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 OC2104'DISK STAMPED BROOK NO 2 1974, CEMENTED IN A DRILL HOLE IN
 OC2104'OUTCROPPING BEDROCK PROJECTING ABOUT 12-INCHES ABOVE THE GROUND
 OC2104'SURFACE ON THE NORTH SIDE.  IT IS 177.0 FEET WEST-NORTHWEST OF THE
 OC2104'CENTER LINE OF THE MAINE TURNPIKE, SOUTH BOUND LANE AND ABOUT 4
 OC2104'FEET HIGHER THAN THE STATION MARK.
 OC2104'
 OC2104'TO REACH THE AZIMUTH MARK FROM THE STATION, WALK DIAGONALLY SOUTH
 OC2104'ACROSS THE MAINE TURNPIKE FOR ABOUT 550 FEET TO THE AZIMUTH MARK.
 OC2104'
 OC2104'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1199 ***********************************************************************
 OC1199  DESIGNATION -  BROOK RM 1
 OC1199  PID         -  OC1199
 OC1199  STATE/COUNTY-  ME/YORK
 OC1199  USGS QUAD   -  WELLS (1979)
 OC1199
 OC1199                         *CURRENT SURVEY CONTROL
 OC1199  ___________________________________________________________________
 OC1199* NAD 83(1986)-  43 21 22.     (N)    070 35 22.     (W)     SCALED    
 OC1199* NAVD 88     -        51.956  (meters)     170.46   (feet)  ADJUSTED  
 OC1199  ___________________________________________________________________
 OC1199  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 OC1199  DYNAMIC HT  -          51.948 (meters)     170.43  (feet)  COMP
 OC1199  MODELED GRAV-     980,468.1   (mgal)                       NAVD 88
 OC1199
 OC1199  VERT ORDER  -  SECOND    CLASS I
 OC1199
 OC1199.The horizontal coordinates were scaled from a topographic map and have
 OC1199.an estimated accuracy of +/- 6 seconds.
 OC1199
 OC1199.The orthometric height was determined by differential leveling
 OC1199.and adjusted by the National Geodetic Survey in June 1991..
 OC1199
 OC1199.The geoid height was determined by GEOID03.
 OC1199
 OC1199.The dynamic height is computed by dividing the NAVD 88
 OC1199.geopotential number by the normal gravity value computed on the
 OC1199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1199.degrees latitude (g = 980.6199 gals.).
 OC1199
 OC1199.The modeled gravity was interpolated from observed gravity values.
 OC1199
 OC1199;                    North         East    Units  Estimated Accuracy
 OC1199;SPC ME W     -    58,160.      865,730.      MT  (+/- 180 meters Scaled)
 OC1199
 OC1199                          SUPERSEDED SURVEY CONTROL
 OC1199
 OC1199  NGVD 29 (??/??/92)   52.178  (m)          171.19   (f) ADJ UNCH    2 1
 OC1199
 OC1199.Superseded values are not recommended for survey control.
 OC1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1199.See file dsdata.txt to determine how the superseded data were derived.
 OC1199
 OC1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ711015(NAD 83)
 OC1199_MARKER: DD = SURVEY DISK
 OC1199_SETTING: 66 = SET IN ROCK OUTCROP
 OC1199_SP_SET: ROCK OUTCROP
 OC1199_STAMPING: BROOK RM-1 1974
 OC1199_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC1199+STABILITY: POSITION/ELEVATION WELL
 OC1199
 OC1199  HISTORY     - Date     Condition        Report By
 OC1199  HISTORY     - 1974     MONUMENTED       MEDT
 OC1199
 OC1199                          STATION DESCRIPTION
 OC1199
 OC1199'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 OC1199'3.65 MI SW FROM KENNEBUNK.
 OC1199'ABOUT 3.65 MILES SOUTHWESTERLY ALONG THE MAINE TURNPIKE SOUTHBOUND
 OC1199'FROM TOLL GATE NO. 3 (KENNEBUNK), AND ALSO ABOUT 1.35 MILES SOUTHWEST
 OC1199'OF THE WELLS-KENNEBUNK TOWN LINE AND 0.1 MILE NORTH OF MILEPOST 20, A
 OC1199'DISK SET FLUSH IN A 3 BY 4 FOOT EXPOSED LEDGE OUTCROP, 113 FEET
 OC1199'NORTHWEST OF THE CENTERLINE OF THE MAINE TURNPIKE SOUTHBOUND, 12.0
 OC1199'FEET SOUTHEAST OF THE R/W FENCE, 38.0 FEET SOUTHWEST OF A BLAZED
 OC1199'10-INCH PINE TREE 69 FEET WEST OF A BLAZED 24-INCH PINE TREE, 45 FEET
 OC1199'NORTHWEST OF THE TREE LINE, AND 38.45 FEET WEST OF THE STATION MARK
 OC1199'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1200 ***********************************************************************
 OC1200  DESIGNATION -  BROOK RM 2
 OC1200  PID         -  OC1200
 OC1200  STATE/COUNTY-  ME/YORK
 OC1200  USGS QUAD   -  WELLS (1979)
 OC1200
 OC1200                         *CURRENT SURVEY CONTROL
 OC1200  ___________________________________________________________________
 OC1200* NAD 83(1986)-  43 21 22.     (N)    070 35 22.     (W)     SCALED    
 OC1200* NAVD 88     -        52.726  (meters)     172.99   (feet)  ADJUSTED  
 OC1200  ___________________________________________________________________
 OC1200  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 OC1200  DYNAMIC HT  -          52.718 (meters)     172.96  (feet)  COMP
 OC1200  MODELED GRAV-     980,468.1   (mgal)                       NAVD 88
 OC1200
 OC1200  VERT ORDER  -  SECOND    CLASS I
 OC1200
 OC1200.The horizontal coordinates were scaled from a topographic map and have
 OC1200.an estimated accuracy of +/- 6 seconds.
 OC1200
 OC1200.The orthometric height was determined by differential leveling
 OC1200.and adjusted by the National Geodetic Survey in June 1991..
 OC1200
 OC1200.The geoid height was determined by GEOID03.
 OC1200
 OC1200.The dynamic height is computed by dividing the NAVD 88
 OC1200.geopotential number by the normal gravity value computed on the
 OC1200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1200.degrees latitude (g = 980.6199 gals.).
 OC1200
 OC1200.The modeled gravity was interpolated from observed gravity values.
 OC1200
 OC1200;                    North         East    Units  Estimated Accuracy
 OC1200;SPC ME W     -    58,160.      865,730.      MT  (+/- 180 meters Scaled)
 OC1200
 OC1200                          SUPERSEDED SURVEY CONTROL
 OC1200
 OC1200  NGVD 29 (??/??/92)   52.949  (m)          173.72   (f) ADJ UNCH    2 1
 OC1200
 OC1200.Superseded values are not recommended for survey control.
 OC1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1200.See file dsdata.txt to determine how the superseded data were derived.
 OC1200
 OC1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ711015(NAD 83)
 OC1200_MARKER: DD = SURVEY DISK
 OC1200_SETTING: 66 = SET IN ROCK OUTCROP
 OC1200_SP_SET: ROCK OUTCROP
 OC1200_STAMPING: BROOK RM-2 1974
 OC1200_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC1200+STABILITY: POSITION/ELEVATION WELL
 OC1200
 OC1200  HISTORY     - Date     Condition        Report By
 OC1200  HISTORY     - 1974     MONUMENTED       MEDT
 OC1200
 OC1200                          STATION DESCRIPTION
 OC1200
 OC1200'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 OC1200'3.65 MI SW FROM KENNEBUNK.
 OC1200'ABOUT 3.65 MILES SOUTHWESTERLY ALONG THE MAINE TURNPIKE SOUTHBOUND
 OC1200'FROM TOLL GATE NO. 3 (KENNEBUNK), AND ALSO ABOUT 1.35 MILES SOUTHWEST
 OC1200'OF THE WELLS-KENNEBUNK TOWN LINE AND 0.1 MILE NORTH OF MILEPOST 20, A
 OC1200'DISK SET FLUSH IN A 2 BY 10 FOOT EXPOSED LEDGE OUTCROP, 178 FEET
 OC1200'NORTHWEST OF AND ABOUT 10 FEET ABOVE THE CENTERLINE OF THE MAINE
 OC1200'TURNPIKE SOUTHBOUND, 115 FEET NORTHWEST OF THE WOODS LINE, 70 FEET
 OC1200'NORTH OF A TRIANGULAR BLAZED 10-INCH PINE TREE, 53 FEET NORTHWEST OF
 OC1200'THE R/W FENCE AND 82.69 FEET NORTHWEST OF THE STATION MARK DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1964 ***********************************************************************
 PE1964  DESIGNATION -  BROOKLIN CHURCH SPIRE
 PE1964  PID         -  PE1964
 PE1964  STATE/COUNTY-  ME/HANCOCK
 PE1964  USGS QUAD   -  BROOKLIN (1981)
 PE1964
 PE1964                         *CURRENT SURVEY CONTROL
 PE1964  ___________________________________________________________________
 PE1964* NAD 83(1996)-  44 16 01.68956(N)    068 34 07.14797(W)     ADJUSTED  
 PE1964* NAVD 88     -                                                        
 PE1964  ___________________________________________________________________
 PE1964  LAPLACE CORR-           3.90  (seconds)                    DEFLEC99
 PE1964  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 PE1964
 PE1964  HORZ ORDER  -  THIRD
 PE1964
 PE1964.The horizontal coordinates were established by classical geodetic methods
 PE1964.and adjusted by the National Geodetic Survey in March 1998..
 PE1964
 PE1964
 PE1964.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1964
 PE1964.The geoid height was determined by GEOID03.
 PE1964
 PE1964;                    North         East     Units Scale Factor Converg.
 PE1964;SPC ME E     -    66,714.725   294,518.981   MT  0.99990037   -0 02 52.5
 PE1964;UTM  19      - 4,901,634.200   534,427.390   MT  0.99961458   +0 18 03.9
 PE1964
 PE1964                          SUPERSEDED SURVEY CONTROL
 PE1964
 PE1964  NAD 83(1992)-  44 16 01.69531(N)    068 34 07.12985(W) AD(       ) 4
 PE1964  NAD 83(1986)-  44 16 01.69611(N)    068 34 07.13345(W) AD(       ) 4
 PE1964  NAD 27      -  44 16 01.41400(N)    068 34 09.05400(W) AD(       ) 3
 PE1964
 PE1964.Superseded values are not recommended for survey control.
 PE1964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1964.See file dsdata.txt to determine how the superseded data were derived.
 PE1964
 PE1964_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK3442701634(NAD 83)
 PE1964_MARKER: 90 = CHURCH SPIRE
 PE1964
 PE1964  HISTORY     - Date     Condition        Report By
 PE1964  HISTORY     - 1861     FIRST OBSERVED   CGS
 PE1964  HISTORY     - 1934     GOOD             CGS
 PE1964  HISTORY     - 1944     GOOD             CGS
 PE1964  HISTORY     - 1956     GOOD             CGS
 PE1964  HISTORY     - 1983     GOOD             USPSQD
 PE1964  HISTORY     - 1988     GOOD             USPSQD
 PE1964
 PE1964                          STATION DESCRIPTION
 PE1964
 PE1964'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1964'RECOVERED AND ITS POSITION VERIFIED BY 1934 OBSERVATIONS.  IT
 PE1964'IS THE TALL WHITE SPIRE, THE ONLY ONE OF PROMINENCE IN THE VILLAGE.
 PE1964
 PE1964                          STATION RECOVERY (1944)
 PE1964
 PE1964'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1964'STATION RECOVERED IN GOOD CONDITION.  STATION IS THE SLENDER,
 PE1964'WHITE SPIRE ON THE TOP OF THE SQUARE BELFRY ON THE SE GABLE OF
 PE1964'THE BROOKLIN BAPTIST CHURCH.  THE CHURCH STANDS NW OF, AND
 PE1964'DIRECTLY ACROSS THE ROAD FROM THE BROOKLIN CEMETERY.
 PE1964'
 PE1964'LOCAL INFORMATION REVEALS THAT THE CHURCH WAS BUILT IN 1853,
 PE1964'AND THAT THE SPIRE HAS NOT BEEN CHANGED SINCE ITS POSITION WAS
 PE1964'VERIFIED BY THE 1934 OBSERVATIONS.
 PE1964
 PE1964                          STATION RECOVERY (1956)
 PE1964
 PE1964'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 PE1964'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE 1944
 PE1964'DESCRIPTION BY F.L.P. IS ADEQUATE AND COMPLETE.
 PE1964
 PE1964                          STATION RECOVERY (1983)
 PE1964
 PE1964'RECOVERY NOTE BY US POWER SQUADRON 1983 (ELG)
 PE1964'STATION RECOVERED GOOD.
 PE1964'
 PE1964'THE STATION WAS FOUND IN GOOD CONDITION.  THE CHURCH IS IN USE AND
 PE1964'IS WELL MAINTAINED.  THE 1944 DESCRIPTION IS ADEQUATE AND COMPLETE.
 PE1964
 PE1964                          STATION RECOVERY (1988)
 PE1964
 PE1964'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE1964'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2388 ***********************************************************************
 OC2388  DESIGNATION -  BROOKS 1851
 OC2388  PID         -  OC2388
 OC2388  STATE/COUNTY-  ME/YORK
 OC2388  USGS QUAD   -  PORTSMOUTH (1993)
 OC2388
 OC2388                         *CURRENT SURVEY CONTROL
 OC2388  ___________________________________________________________________
 OC2388* NAD 83(1996)-  43 06 40.35213(N)    070 47 17.50713(W)     ADJUSTED  
 OC2388* NAVD 88     -        18.     (meters)      59.     (feet)  SCALED    
 OC2388  ___________________________________________________________________
 OC2388  LAPLACE CORR-           3.57  (seconds)                    DEFLEC99
 OC2388  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 OC2388
 OC2388  HORZ ORDER  -  THIRD
 OC2388
 OC2388.The horizontal coordinates were established by classical geodetic methods
 OC2388.and adjusted by the National Geodetic Survey in March 1998..
 OC2388
 OC2388.The orthometric height was scaled from a topographic map.
 OC2388
 OC2388.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2388
 OC2388.The geoid height was determined by GEOID03.
 OC2388
 OC2388;                    North         East     Units Scale Factor Converg.
 OC2388;SPC ME W     -    31,056.299   849,412.977   MT  0.99999814   -0 25 29.2
 OC2388;SPC NH       -    68,270.908   371,499.799   MT  1.00002953   +0 36 01.4
 OC2388;SPC NH       -   223,985.47  1,218,828.92   sFT  1.00002953   +0 36 01.4
 OC2388;UTM  19      - 4,774,716.361   354,508.597   MT  0.99986040   -1 13 20.3
 OC2388
 OC2388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2388!SPC ME W     -   1.00000140  x   0.99999814  =   0.99999954
 OC2388!SPC NH       -   1.00000140  x   1.00002953  =   1.00003093
 OC2388!UTM  19      -   1.00000140  x   0.99986040  =   0.99986180
 OC2388
 OC2388:                Primary Azimuth Mark                     Grid Az
 OC2388:SPC ME W     -  BARTLETT                                 164 23 11.3
 OC2388:SPC NH       -  BARTLETT                                 163 21 40.7
 OC2388:UTM  19      -  BARTLETT                                 165 11 02.4
 OC2388
 OC2388|---------------------------------------------------------------------|
 OC2388| PID    Reference Object                     Distance      Geod. Az  |
 OC2388|                                                           dddmmss.s |
 OC2388| OC2412 BARTLETT                            APPROX. 2.4 KM 1635742.1 |
 OC2388|---------------------------------------------------------------------|
 OC2388
 OC2388                          SUPERSEDED SURVEY CONTROL
 OC2388
 OC2388  NAD 83(1992)-  43 06 40.35142(N)    070 47 17.50695(W) AD(       ) 3
 OC2388  NAD 83(1986)-  43 06 40.35517(N)    070 47 17.51321(W) AD(       ) 3
 OC2388  NAD 27      -  43 06 40.04900(N)    070 47 19.31600(W) AD(       ) 3
 OC2388
 OC2388.Superseded values are not recommended for survey control.
 OC2388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2388.See file dsdata.txt to determine how the superseded data were derived.
 OC2388
 OC2388_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH5450974716(NAD 83)
 OC2388
 OC2388  HISTORY     - Date     Condition        Report By
 OC2388  HISTORY     - 1851     MONUMENTED       CGS
 OC2388  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OC2388
 OC2388                          STATION DESCRIPTION
 OC2388
 OC2388'DESCRIBED BY COAST AND GEODETIC SURVEY 1851 (TJC)
 OC2388'STATION IS IN THE TOWN OF ELIOT, MAINE, ON THE LEFT BANK OF THE
 OC2388'PISCATAQUA ARM OF THE SEA, ON THE GROUND OF DR. BROOKS, WHO
 OC2388'KEEPS AN APOTHECARY AND OTHER STORE IN ELIOT.  IT IS IN HIS
 OC2388'ORCHARD.  THE STATION IS MARKED BY A BRICK DRILLED AND SUNK DEEP
 OC2388'IN THE GROUND.  TO REACH THE STATION GO FROM PORTSMOUTH ACROSS
 OC2388'THE PORTSMOUTH BRIDGE INTO ELIOT AND KEEP THE ROAD THAT HUGS THE
 OC2388'BANK OF THE PISCATAQUA AND FOLLOW ON UNTIL YOU COME INTO THE
 OC2388'NEIGHBORHOOD OF THE HIGHEST SHIPYARD ON THAT BANK OF THE
 OC2388'PISCATAQUA, AND YOU WILL BE NEAR BROOKS ESTABLISHMENT, AND NEAR HIS
 OC2388'HOUSE WILL THE STATION BE FOUND.
 OC2388
 OC2388                          STATION RECOVERY (1943)
 OC2388
 OC2388'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 OC2388'STATION WAS NOT RECOVERED.  THE 1851 DESCRIPTION IS INADEQUATE
 OC2388'FOR PRESENT DAY RECOVERY.  ONE HOUR WAS SPENT IN TRYING TO
 OC2388'LOCATE THIS STATION.
 OC2388'
 OC2388'IT IS RECOMMENDED THAT THIS STATION BE CLASSIFIED AS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2106 ***********************************************************************
 PE2106  DESIGNATION -  BROOKSVILLE CHURCH SPIRE
 PE2106  PID         -  PE2106
 PE2106  STATE/COUNTY-  ME/HANCOCK
 PE2106  USGS QUAD   -  CASTINE (1979)
 PE2106
 PE2106                         *CURRENT SURVEY CONTROL
 PE2106  ___________________________________________________________________
 PE2106* NAD 83(1996)-  44 23 41.18392(N)    068 45 25.39963(W)     ADJUSTED  
 PE2106* NAVD 88     -                                                        
 PE2106  ___________________________________________________________________
 PE2106  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 PE2106  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 PE2106
 PE2106  HORZ ORDER  -  THIRD
 PE2106
 PE2106.The horizontal coordinates were established by classical geodetic methods
 PE2106.and adjusted by the National Geodetic Survey in March 1998..
 PE2106
 PE2106
 PE2106.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2106
 PE2106.The geoid height was determined by GEOID03.
 PE2106
 PE2106;                    North         East     Units Scale Factor Converg.
 PE2106;SPC ME E     -    80,926.046   279,521.804   MT  0.99990516   -0 10 47.4
 PE2106;UTM  19      - 4,915,749.661   519,348.251   MT  0.99960460   +0 10 11.9
 PE2106
 PE2106                          SUPERSEDED SURVEY CONTROL
 PE2106
 PE2106  NAD 83(1992)-  44 23 41.18555(N)    068 45 25.38278(W) AD(       ) 4
 PE2106  NAD 83(1986)-  44 23 41.18773(N)    068 45 25.38503(W) AD(       ) 4
 PE2106  NAD 27      -  44 23 40.90500(N)    068 45 27.29400(W) AD(       ) 3
 PE2106
 PE2106.Superseded values are not recommended for survey control.
 PE2106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2106.See file dsdata.txt to determine how the superseded data were derived.
 PE2106
 PE2106_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1934815750(NAD 83)
 PE2106
 PE2106  HISTORY     - Date     Condition        Report By
 PE2106  HISTORY     - UNK      MONUMENTED
 PE2106  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2106  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE2106  HISTORY     - 1956     SEE DESCRIPTION  CGS
 PE2106  HISTORY     - 1983     GOOD             USPSQD
 PE2106
 PE2106                          STATION DESCRIPTION
 PE2106
 PE2106'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2106'STATION RECOVERED.  THERE IS A WHITE CHURCH WITH A TALL WHITE
 PE2106'SPIRE AT THE PLOTTED POSITION OF THIS STATION.  IT APPEARS TO
 PE2106'BE OF SUFFICIENT AGE TO HAVE BEEN THERE IN 1863 BUT NO RELIABLE
 PE2106'INFORMATION COULD BE OBTAINED AS TO WHEN IT WAS BUILT.
 PE2106
 PE2106                          STATION RECOVERY (1944)
 PE2106
 PE2106'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE2106'STATION RECOVERED.  SPIRE LEANS SLIGHTLY TO E, OTHERWISE
 PE2106'RECOVERED IN GOOD CONDITION.  IT IS NOT KNOWN IF IT ALWAYS
 PE2106'LEANED.  ACCORDING TO AN OLD RESIDENT IT IS THE ORIGINAL
 PE2106'CHURCH AND SPIRE AND ITS 100 YEARS OF EXISTENCE WAS RECENTLY
 PE2106'CELEBRATED.
 PE2106
 PE2106                          STATION RECOVERY (1956)
 PE2106
 PE2106'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 PE2106'THE STATION WAS RECOVERED.  THE SPIRE LEANS SLIGHTLY TO THE
 PE2106'E.  THE RECOVERY NOTE BY F.L.P. IN 1944 IS ADEQUATE.
 PE2106
 PE2106                          STATION RECOVERY (1983)
 PE2106
 PE2106'RECOVERY NOTE BY US POWER SQUADRON 1983 (ELG)
 PE2106'THE CHURCH IS THE WEST BROOKSVILLE CONGREGATIONAL CHURCH, BUILT,
 PE2106'ACCORDING TO A SIGN ON THE CHURCH, IN 1855.  CHURCH IS IN USE AND
 PE2106'WELL MAINTAINED.  THE SPIRE APPEARS UNCHANGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1008 ***********************************************************************
 PD1008  DESIGNATION -  BROTHER
 PD1008  PID         -  PD1008
 PD1008  STATE/COUNTY-  ME/WASHINGTON
 PD1008  USGS QUAD   -  ROQUE BLUFFS (1975)
 PD1008
 PD1008                         *CURRENT SURVEY CONTROL
 PD1008  ___________________________________________________________________
 PD1008* NAD 83(1996)-  44 33 21.77354(N)    067 26 22.29480(W)     ADJUSTED  
 PD1008* NAVD 88     -        18.     (meters)      59.     (feet)  SCALED    
 PD1008  ___________________________________________________________________
 PD1008  LAPLACE CORR-           4.68  (seconds)                    DEFLEC99
 PD1008  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 PD1008
 PD1008  HORZ ORDER  -  THIRD
 PD1008
 PD1008.The horizontal coordinates were established by classical geodetic methods
 PD1008.and adjusted by the National Geodetic Survey in March 1998..
 PD1008
 PD1008.The orthometric height was scaled from a topographic map.
 PD1008
 PD1008.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1008
 PD1008.The geoid height was determined by GEOID03.
 PD1008
 PD1008;                    North         East     Units Scale Factor Converg.
 PD1008;SPC ME E     -    99,360.289   384,249.824   MT  0.99998726   +0 44 38.7
 PD1008;UTM  19      - 4,934,819.170   623,935.502   MT  0.99978889   +1 05 41.9
 PD1008
 PD1008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD1008!SPC ME E     -   1.00000078  x   0.99998726  =   0.99998804
 PD1008!UTM  19      -   1.00000078  x   0.99978889  =   0.99978967
 PD1008
 PD1008|---------------------------------------------------------------------|
 PD1008| PID    Reference Object                     Distance      Geod. Az  |
 PD1008|                                                           dddmmss.s |
 PD1008| CE7814 BROTHER RM 1                          3.267 METERS 02317     |
 PD1008| CE8745 SHOE                                               15706     |
 PD1008| PD1044 MOOSE PEAK LH                       APPROX.11.7 KM 2190218.3 |
 PD1008| PD1104 SAWYERS COVE CHURCH SPIRE           APPROX.12.7 KM 2581640.9 |
 PD1008|---------------------------------------------------------------------|
 PD1008
 PD1008                          SUPERSEDED SURVEY CONTROL
 PD1008
 PD1008  NAD 83(1992)-  44 33 21.76894(N)    067 26 22.29293(W) AD(       ) 3
 PD1008  NAD 83(1986)-  44 33 21.76467(N)    067 26 22.29566(W) AD(       ) 3
 PD1008  NAD 27      -  44 33 21.47600(N)    067 26 24.33400(W) AD(       ) 3
 PD1008
 PD1008.Superseded values are not recommended for survey control.
 PD1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1008.See file dsdata.txt to determine how the superseded data were derived.
 PD1008
 PD1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK2393634819(NAD 83)
 PD1008_MARKER: DS = TRIANGULATION STATION DISK
 PD1008_SETTING: 66 = SET IN ROCK OUTCROP
 PD1008
 PD1008  HISTORY     - Date     Condition        Report By
 PD1008  HISTORY     - 1946     MONUMENTED       CGS
 PD1008  HISTORY     - 1959     GOOD             CGS
 PD1008
 PD1008                          STATION DESCRIPTION
 PD1008
 PD1008'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD1008'STATION IS ON THE HIGHEST POINT OF ROCK LEDGE ON THE SW ONE OF
 PD1008'THE TWO MAIN ISLANDS MAKING UP THE GROUP OF THE BROTHERS.  IT IS
 PD1008'ABOUT 3 METERS SE OF THE GRASS-COVERED SUMMIT OF ISLAND, ABOUT 5
 PD1008'METERS SW OF THE FACE OF THE PROMINENT 60-FOOT CLIFF ON THE NE
 PD1008'SIDE OF THE PEAK.
 PD1008'
 PD1008'STATION MARK IS A BRONZE STATION DISK SET IN A DRILL HOLE IN
 PD1008'OUTCROPPING BEDROCK.
 PD1008'
 PD1008'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A DRILL HOLE
 PD1008'IN OUTCROPPING BEDROCK, IN LEDGE NW OF THE STATION AND ABOUT 2
 PD1008'FEET LOWER THAN THE STATION.
 PD1008'
 PD1008'REFERENCE MARK 2 IS A BRONZE TOPOGRAPHIC STATION DISK, STAMPED
 PD1008'SHOE 1946, SET IN LEDGE NEAR THE POINT OF A CREVICE IN THE
 PD1008'CLIFF-FACE AT APPROXIMATELY SAME ELEVATION AS STATION.
 PD1008'
 PD1008'THE BROTHERS GROUP OF ISLANDS IS ABOUT 3.7 MILES WSW OF LIBBY
 PD1008'ISLAND LIGHTHOUSE, 12.1 MILES ENE OF JONESPORT, AND 3.5 MILES S
 PD1008'OF THE MOUTH OF LITTLE KENNEBEC BAY.
 PD1008
 PD1008                          STATION RECOVERY (1959)
 PD1008
 PD1008'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GFW)
 PD1008'STATION MARK AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 PD1008'DISTANCES TO THE REFERENCE MARKS WERE VERIFIED.
 PD1008'
 PD1008'THE PUBLISHED DESCRIPTION IS ADEQUATE AND CORRECT WITH THE
 PD1008'FOLLOWING ADDITIONS-- THE ISLAND IS NOW OWNED BY MR. ROBERT
 PD1008'CRAM.  A FRAME CABIN HAS BEEN BUILT ABOUT 300 FEET NNE. OF THE
 PD1008'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1742 ***********************************************************************
 OC1742  DESIGNATION -  BROTHERS RESET
 OC1742  PID         -  OC1742
 OC1742  STATE/COUNTY-  ME/CUMBERLAND
 OC1742  USGS QUAD   -  PORTLAND EAST (1975)
 OC1742
 OC1742                         *CURRENT SURVEY CONTROL
 OC1742  ___________________________________________________________________
 OC1742* NAD 83(1996)-  43 41 55.66896(N)    070 12 57.18576(W)     ADJUSTED  
 OC1742* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 OC1742  ___________________________________________________________________
 OC1742  LAPLACE CORR-           3.93  (seconds)                    DEFLEC99
 OC1742  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 OC1742
 OC1742  HORZ ORDER  -  THIRD
 OC1742
 OC1742.The horizontal coordinates were established by classical geodetic methods
 OC1742.and adjusted by the National Geodetic Survey in March 1998..
 OC1742
 OC1742.The orthometric height was scaled from a topographic map.
 OC1742
 OC1742.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1742
 OC1742.The geoid height was determined by GEOID03.
 OC1742
 OC1742;                    North         East     Units Scale Factor Converg.
 OC1742;SPC ME W     -    96,149.181   896,032.607   MT  0.99996686   -0 02 02.4
 OC1742;UTM  19      - 4,839,138.025   402,025.357   MT  0.99971807   -0 50 24.3
 OC1742
 OC1742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1742!SPC ME W     -   1.00000397  x   0.99996686  =   0.99997083
 OC1742!UTM  19      -   1.00000397  x   0.99971807  =   0.99972204
 OC1742
 OC1742:                Primary Azimuth Mark                     Grid Az
 OC1742:SPC ME W     -  MC KINLEY WATER TOWER                    135 56 23.9
 OC1742:UTM  19      -  MC KINLEY WATER TOWER                    136 44 45.8
 OC1742
 OC1742|---------------------------------------------------------------------|
 OC1742| PID    Reference Object                     Distance      Geod. Az  |
 OC1742|                                                           dddmmss.s |
 OC1742| OC1745 MC KINLEY WATER TOWER               APPROX. 2.4 KM 1355421.5 |
 OC1742| CE7261 BROTHERS RM 1                        25.970 METERS 17301     |
 OC1742| OC1633 MARINE HOSPITAL FLAG                APPROX. 2.8 KM 2445536.9 |
 OC1742| CE7262 BROTHERS RM 2                        15.590 METERS 32851     |
 OC1742|---------------------------------------------------------------------|
 OC1742
 OC1742                          SUPERSEDED SURVEY CONTROL
 OC1742
 OC1742  NAD 83(1992)-  43 41 55.66730(N)    070 12 57.18638(W) AD(       ) 3
 OC1742  NAD 83(1986)-  43 41 55.67335(N)    070 12 57.19188(W) AD(       ) 3
 OC1742  NAD 27      -  43 41 55.42200(N)    070 12 59.02500(W) AD(       ) 3
 OC1742
 OC1742.Superseded values are not recommended for survey control.
 OC1742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1742.See file dsdata.txt to determine how the superseded data were derived.
 OC1742
 OC1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0202539138(NAD 83)
 OC1742
 OC1742  HISTORY     - Date     Condition        Report By
 OC1742  HISTORY     - 1933     MONUMENTED       CGS
 OC1742  HISTORY     - 1911     SEE DESCRIPTION  CGS
 OC1742  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1742  HISTORY     - 1941     SEE DESCRIPTION  CGS
 OC1742
 OC1742                          STATION DESCRIPTION
 OC1742
 OC1742'DESCRIBED BY COAST AND GEODETIC SURVEY 1911
 OC1742'STATION IS ON THE EASTERNMOST OF THE TWO SMALL ISLANDS LYING
 OC1742'IN CASCO BAY ABOUT 2-1/2 MILES TO THE NORTHEASTWARD OF PORTLAND
 OC1742'AND KNOWN AS THE BROTHERS.  THE STATION IS ON THE HIGHEST POINT
 OC1742'OF THE ISLAND AND IS MARKED BY A HOLE DRILLED IN THE ROCK AND
 OC1742'SURROUNDED BY THREE OTHER DRILL HOLES FORMING A TRIANGLE.
 OC1742
 OC1742                          STATION RECOVERY (1933)
 OC1742
 OC1742'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1742'STATION RECOVERED.  REVISED DESCRIPTION FOLLOWS--STATION IS ON
 OC1742'THE EASTERNMOST OF TWO SMALL ISLANDS LYING IN CASCO BAY ABOUT
 OC1742'2-1/2 MILES NE OF PORTLAND, AND KNOWN AS THE BROTHERS.  THE
 OC1742'STATION IS NEAR THE HIGHEST PART OF THE ISLAND IN A SMALL
 OC1742'BOULDER WHICH HAS A SHARP EDGE EXPOSED AND 20 METERS FROM
 OC1742'HIGH-WATER LINE TO E AND ABOUT 35 METERS N OF S END OF THE
 OC1742'ISLAND.  A STANDARD DISK WAS SET IN THE DRILL HOLE WHICH MARKED
 OC1742'THE STATION.
 OC1742'
 OC1742'TWO REFERENCE MARKS WERE INSTALLED.  REFERENCE MARK NO. 1, A
 OC1742'STANDARD DISK WEDGED IN A DRILL HOLE, IN THE EDGE OF ROCK
 OC1742'LEDGE ON EXTREME E SIDE OF ISLAND ABOUT 20 METERS NE FROM THE
 OC1742'SE CORNER OF THE COTTAGE AT THE S POINT OF THE ISLAND.  REFERENCE
 OC1742'MARK NO. 2 IS IN THE SOLID ROCK LEDGE TO WESTWARD OF THE STATION.
 OC1742
 OC1742                          STATION RECOVERY (1941)
 OC1742
 OC1742'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FLP)
 OC1742'RECOVERED AS DESCRIBED IN 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0548 ***********************************************************************
 QF0548  DESIGNATION -  BROWN 2
 QF0548  PID         -  QF0548
 QF0548  STATE/COUNTY-  ME/WASHINGTON
 QF0548  USGS QUAD   -  VANCEBORO (1988)
 QF0548
 QF0548                         *CURRENT SURVEY CONTROL
 QF0548  ___________________________________________________________________
 QF0548* NAD 83(1996)-  45 34 19.16469(N)    067 25 17.95655(W)     ADJUSTED  
 QF0548* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 QF0548  ___________________________________________________________________
 QF0548  LAPLACE CORR-           2.98  (seconds)                    DEFLEC99
 QF0548  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 QF0548
 QF0548  HORZ ORDER  -  THIRD
 QF0548
 QF0548.The horizontal coordinates were established by classical geodetic methods
 QF0548.and adjusted by the National Geodetic Survey in March 1998..
 QF0548
 QF0548.The orthometric height was scaled from a topographic map.
 QF0548
 QF0548.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0548
 QF0548.The geoid height was determined by GEOID03.
 QF0548
 QF0548;                    North         East     Units Scale Factor Converg.
 QF0548;SPC ME E     -   212,272.291   384,165.407   MT  0.99998707   +0 46 12.4
 QF0548;UTM  19      - 5,047,705.970   623,153.547   MT  0.99978647   +1 07 38.2
 QF0548
 QF0548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0548!SPC ME E     -   0.99998539  x   0.99998707  =   0.99997246
 QF0548!UTM  19      -   0.99998539  x   0.99978647  =   0.99977186
 QF0548
 QF0548|---------------------------------------------------------------------|
 QF0548| PID    Reference Object                     Distance      Geod. Az  |
 QF0548|                                                           dddmmss.s |
 QF0548| CE8809 BROWN 2 RM 1                         10.090 METERS 00220     |
 QF0548| QF0546 BOGAN IBC                            47.077 METERS 05459     |
 QF0548| CE8810 BROWN 2 RM 2                          9.350 METERS 16400     |
 QF0548| QF0549 CEMETERY 2 IBC                      APPROX. 0.5 KM 1902429.3 |
 QF0548| QF0569 BLACK CHIMNEY IBC                   381.694 METERS 25048     |
 QF0548| QF0560 REFERENCE MON 123                   342.991 METERS 30942     |
 QF0548|---------------------------------------------------------------------|
 QF0548
 QF0548                          SUPERSEDED SURVEY CONTROL
 QF0548
 QF0548  NAD 83(1992)-  45 34 19.16049(N)    067 25 17.95355(W) AD(       ) 3
 QF0548  NAD 83(1986)-  45 34 19.16491(N)    067 25 17.96347(W) AD(       ) 3
 QF0548  NAD 27      -  45 34 18.92460(N)    067 25 19.96197(W) AD(       ) 3
 QF0548
 QF0548.Superseded values are not recommended for survey control.
 QF0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0548.See file dsdata.txt to determine how the superseded data were derived.
 QF0548
 QF0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2315447706(NAD 83)
 QF0548_MARKER: DD = SURVEY DISK
 QF0548_SETTING: 80 = SET IN A BOULDER
 QF0548_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF0548
 QF0548  HISTORY     - Date     Condition        Report By
 QF0548  HISTORY     - 1946     MONUMENTED       IBC
 QF0548  HISTORY     - 1955     GOOD             IBC
 QF0548
 QF0548                          STATION DESCRIPTION
 QF0548
 QF0548'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF0548'ON LOGANS POINT, ON THE LOWER SIDE OF---THE BOGAN---, OPPOSITE THE
 QF0548'LOWER END OF VARNEY ISLAND IN SPEDNIK LAKE ABOUT 1/2 MILE ABOVE
 QF0548'VANCEBORO, ME.  IT IS ON A FLAT - TOPPED BOULDER 7 BY 13 FEET AND 3
 QF0548'FEET HIGH AT HIGHEST END, LOCATED JUST BELOW HIGH - WATER LINE.
 QF0548'
 QF0548'STATION MARK IS AN IBC BRONZE STATION DISK SET IN A DRILL HOLE IN
 QF0548'THE ROCK.
 QF0548'
 QF0548'REFERENCE MARKS ARE DRILL HOLE IN ROCKS.  NO 1 IS IN A SMALL FLAT
 QF0548'ROCK NEAR THE CORNER FENCE POST SE AND THE OTHER IN A LARGER
 QF0548'PYRAMIDAL ROCK WELL BELOW THE HIGH - WATER LINE N OF THE STATION.
 QF0548
 QF0548                          STATION RECOVERY (1955)
 QF0548
 QF0548'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF0548'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1530 ***********************************************************************
 OC1530  DESIGNATION -  BROWN COW
 OC1530  PID         -  OC1530
 OC1530  STATE/COUNTY-  ME/CUMBERLAND
 OC1530  USGS QUAD   -  SOUTH HARPSWELL (1975)
 OC1530
 OC1530                         *CURRENT SURVEY CONTROL
 OC1530  ___________________________________________________________________
 OC1530* NAD 83(1996)-  43 41 45.54209(N)    070 04 19.07291(W)     ADJUSTED  
 OC1530* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 OC1530  ___________________________________________________________________
 OC1530  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 OC1530  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 OC1530
 OC1530  HORZ ORDER  -  THIRD
 OC1530
 OC1530.The horizontal coordinates were established by classical geodetic methods
 OC1530.and adjusted by the National Geodetic Survey in March 1998..
 OC1530
 OC1530.The orthometric height was scaled from a topographic map.
 OC1530
 OC1530.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1530
 OC1530.The geoid height was determined by GEOID03.
 OC1530
 OC1530;                    North         East     Units Scale Factor Converg.
 OC1530;SPC ME W     -    95,839.828   907,634.108   MT  0.99996738   +0 03 55.5
 OC1530;UTM  19      - 4,838,665.620   413,618.317   MT  0.99969178   -0 44 26.1
 OC1530
 OC1530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1530!SPC ME W     -   1.00000394  x   0.99996738  =   0.99997132
 OC1530!UTM  19      -   1.00000394  x   0.99969178  =   0.99969572
 OC1530
 OC1530:                Primary Azimuth Mark                     Grid Az
 OC1530:SPC ME W     -  HARPSWELL NECK BASIN PT CHIM             026 16 29.2
 OC1530:UTM  19      -  HARPSWELL NECK BASIN PT CHIM             027 04 50.8
 OC1530
 OC1530|---------------------------------------------------------------------|
 OC1530| PID    Reference Object                     Distance      Geod. Az  |
 OC1530|                                                           dddmmss.s |
 OC1530| OC1523 HARPSWELL NECK BASIN PT CHIM        APPROX. 5.5 KM 0262024.7 |
 OC1530| OB0484 BAILEY ISLAND WINDMILL              APPROX. 7.3 KM 0580620.0 |
 OC1530| OC1527 MARK IS STONE BEACON                APPROX. 3.6 KM 0655822.5 |
 OC1530| OC1555 BAILEY IS CHIM CEN GR ROOF HSE      APPROX. 6.0 KM 0662008.9 |
 OC1530| OC1529 HALFWAY ROCK LIGHTHOUSE 1904        APPROX. 5.3 KM 1472802.2 |
 OC1530| CE7263 BROWN COW RM 1                       11.200 METERS 16023     |
 OC1530| OC1567 WIRELESS TELEGRAPH POLE E OLD       APPROX.17.9 KM 2154052.8 |
 OC1530| OC1568 WIRELESS TELEGRAPH POLE W OLD       APPROX.18.0 KM 2154529.1 |
 OC1530| OC1600 CAPE ELIZABETH WEST LIGHTHOUSE      APPROX.18.0 KM 2154732.9 |
 OC1530| CE7264 BROWN COW RM 2                       11.697 METERS 23719     |
 OC1530| OC1652 CUSHING ISLAND RADIO MAST           APPROX.11.4 KM 2394557.8 |
 OC1530| OC1541 CROTCH ISLAND NORTH END CHIM        APPROX. 2.3 KM 3052835.4 |
 OC1530| OC1479 CHEBEAG IS HAMILTON HOTEL CHIM      APPROX. 6.8 KM 3404213.2 |
 OC1530| OC1537 MINISTERIAL IS HOUSE CHIMNEY        APPROX. 2.1 KM 3493423.6 |
 OC1530|---------------------------------------------------------------------|
 OC1530
 OC1530                          SUPERSEDED SURVEY CONTROL
 OC1530
 OC1530  NAD 83(1992)-  43 41 45.54005(N)    070 04 19.07330(W) AD(       ) 3
 OC1530  NAD 83(1986)-  43 41 45.54601(N)    070 04 19.07858(W) AD(       ) 3
 OC1530  NAD 27      -  43 41 45.24300(N)    070 04 20.91000(W) AD(       ) 3
 OC1530
 OC1530.Superseded values are not recommended for survey control.
 OC1530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1530.See file dsdata.txt to determine how the superseded data were derived.
 OC1530
 OC1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ1361838666(NAD 83)
 OC1530
 OC1530  HISTORY     - Date     Condition        Report By
 OC1530  HISTORY     - 1933     MONUMENTED       CGS
 OC1530  HISTORY     - 1941     SEE DESCRIPTION  CGS
 OC1530
 OC1530                          STATION DESCRIPTION
 OC1530
 OC1530'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1530'STATION IS ON THE NORTHERN END OF WEST BROWN COW ISLAND, WHICH
 OC1530'IS ABOUT 2-3/4 MILES NW OF HALFWAY ROCK LIGHTHOUSE AND ON RANGE
 OC1530'BETWEEN HALFWAY ROCK LIGHTHOUSE AND THE CENTER OF GREAT CHEBEAG
 OC1530'ISLAND.  STATION IS 8 METERS FROM A ROCK BLUFF AT THE MOST
 OC1530'NORTHERN TIP OF THE ISLAND, 6 METERS FROM A ROCK BLUFF ON THE
 OC1530'WESTERN SHORE LINE, 13 METERS FROM A ROCK BLUFF ON THE EASTERN
 OC1530'SHORE LINE AND ABOUT 25 METERS FROM THE HIGHEST POINT ON THE
 OC1530'ISLAND.  IT WAS NECESSARY TO DIG THROUGH ABOUT 0.05 METER OF
 OC1530'SOIL TO REACH A SOLID ROCK LEDGE IN WHICH THE STATION MARK IS
 OC1530'SET.
 OC1530'
 OC1530'STATION AND REFERENCE MARKS ARE STANDARD DISKS WEDGED IN DRILL
 OC1530'HOLES IN OUTCROPPING BEDROCK.
 OC1530'
 OC1530'REFERENCE MARK NO.1 IS SET IN A BARE LEDGE WHICH IS 0.5 METER
 OC1530'HIGHER THAN THE SURROUNDING EARTH AND IS 10 METERS FROM THE
 OC1530'EASTERN SHORE LINE AND 16 METERS FROM THE NORTHERN END OF THE
 OC1530'ISLAND.
 OC1530'
 OC1530'REFERENCE MARK 2 IS 1.5 METERS FROM A ROCK BLUFF ON THE WESTERN
 OC1530'SHORE LINE AND 15 METERS FROM THE NORTHERN END OF THE ISLAND.
 OC1530'
 OC1530'HEIGHT OF SIGNAL ABOVE STATION MARK - 3.94 METERS.
 OC1530
 OC1530                          STATION RECOVERY (1941)
 OC1530
 OC1530'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FLP)
 OC1530'RECOVERED AS DESCRIBED IN 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0254 ***********************************************************************
 QH0254  DESIGNATION -  BROWN IBC
 QH0254  PID         -  QH0254
 QH0254  STATE/COUNTY-  ME/FRANKLIN
 QH0254  USGS QUAD   -  KIBBY MOUNTAIN (1970)
 QH0254
 QH0254                         *CURRENT SURVEY CONTROL
 QH0254  ___________________________________________________________________
 QH0254* NAD 83(1996)-  45 24 00.44269(N)    070 37 23.16495(W)     ADJUSTED  
 QH0254* NAVD 88     -      1081.     (meters)    3547.     (feet)  SCALED    
 QH0254  ___________________________________________________________________
 QH0254  LAPLACE CORR-           7.81  (seconds)                    DEFLEC99
 QH0254  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 QH0254
 QH0254  HORZ ORDER  -  THIRD
 QH0254
 QH0254.The horizontal coordinates were established by classical geodetic methods
 QH0254.and adjusted by the National Geodetic Survey in March 1998..
 QH0254
 QH0254.The orthometric height was scaled from a topographic map.
 QH0254
 QH0254.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0254
 QH0254.The geoid height was determined by GEOID03.
 QH0254
 QH0254;                    North         East     Units Scale Factor Converg.
 QH0254;SPC ME W     -   285,299.466   864,264.125   MT  0.99998236   -0 19 30.0
 QH0254;UTM  19      - 5,028,681.879   372,968.490   MT  0.99979841   -1 09 21.0
 QH0254
 QH0254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0254!SPC ME W     -   0.99983457  x   0.99998236  =   0.99981693
 QH0254!UTM  19      -   0.99983457  x   0.99979841  =   0.99963301
 QH0254
 QH0254|---------------------------------------------------------------------|
 QH0254| PID    Reference Object                     Distance      Geod. Az  |
 QH0254|                                                           dddmmss.s |
 QH0254| QH0252 MON 414 ECC FLAG IBC                288.499 METERS 02815     |
 QH0254| QH0265 MON 411 IBC                         APPROX. 3.3 KM 3410726.4 |
 QH0254|---------------------------------------------------------------------|
 QH0254
 QH0254                          SUPERSEDED SURVEY CONTROL
 QH0254
 QH0254  NAD 83(1992)-  45 24 00.44070(N)    070 37 23.15968(W) AD(       ) 3
 QH0254  NAD 83(1992)-  45 24 00.44694(N)    070 37 23.15537(W) AD(       ) 3
 QH0254  NAD 83(1986)-  45 24 00.44392(N)    070 37 23.16377(W) AD(       ) 3
 QH0254  NAD 27      -  45 24 00.26700(N)    070 37 24.91100(W) AD(       ) 3
 QH0254
 QH0254.Superseded values are not recommended for survey control.
 QH0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0254.See file dsdata.txt to determine how the superseded data were derived.
 QH0254
 QH0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL7296828682(NAD 83)
 QH0254_MARKER: DD = SURVEY DISK
 QH0254_SETTING: 66 = SET IN ROCK OUTCROP
 QH0254_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 QH0254_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QH0254+STABILITY: POSITION/ELEVATION WELL
 QH0254
 QH0254  HISTORY     - Date     Condition        Report By
 QH0254  HISTORY     - 1915     MONUMENTED       IBC
 QH0254  HISTORY     - 1941     MARK NOT FOUND   IBC
 QH0254
 QH0254                          STATION DESCRIPTION
 QH0254
 QH0254'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1915 (JH)
 QH0254'IN TOWNSHIP 7, RANGE 2, ON THE SOUTHERLY END OF THE HIGH BOUNDARY
 QH0254'RIDGE, ABOUT 1,000 FEET SOUTH - SOUTHWEST OF MONUMENT 414.  THE
 QH0254'STATION IS ON THE HIGHEST POINT, ABOUT 70 FEET EAST OF THE BOUNDARY.
 QH0254'
 QH0254'STATION MARK--A BRONZE DISK CEMENTED IN A DRILL HOLE IN ROCK.
 QH0254'MONUMENT 414 - 4 IS 72.18 FEET DISTANT, N 60 DEG 59 MIN W,
 QH0254'FROM THE STATION.
 QH0254
 QH0254                          STATION RECOVERY (1941)
 QH0254
 QH0254'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941 (FHB)
 QH0254'STATION NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1906 ***********************************************************************
 PE1906  DESIGNATION -  BROWN MOUNTAIN 1870
 PE1906  PID         -  PE1906
 PE1906  STATE/COUNTY-  ME/HANCOCK
 PE1906  USGS QUAD   -  SOUTHWEST HARBOR (1983)
 PE1906
 PE1906                         *CURRENT SURVEY CONTROL
 PE1906  ___________________________________________________________________
 PE1906* NAD 83(1996)-  44 19 27.47707(N)    068 17 47.52995(W)     ADJUSTED  
 PE1906* NAVD 88     -       260.     (meters)     853.     (feet)  SCALED    
 PE1906  ___________________________________________________________________
 PE1906  LAPLACE CORR-           6.12  (seconds)                    DEFLEC99
 PE1906  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 PE1906
 PE1906  HORZ ORDER  -  THIRD
 PE1906
 PE1906.The horizontal coordinates were established by classical geodetic methods
 PE1906.and adjusted by the National Geodetic Survey in March 1998..
 PE1906
 PE1906.The orthometric height was scaled from a topographic map.
 PE1906
 PE1906.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1906
 PE1906.The geoid height was determined by GEOID03.
 PE1906
 PE1906;                    North         East     Units Scale Factor Converg.
 PE1906;SPC ME E     -    73,083.792   316,228.292   MT  0.99990324   +0 08 31.8
 PE1906;UTM  19      - 4,908,133.666   556,091.519   MT  0.99963869   +0 29 29.5
 PE1906
 PE1906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1906!SPC ME E     -   0.99996304  x   0.99990324  =   0.99986628
 PE1906!UTM  19      -   0.99996304  x   0.99963869  =   0.99960174
 PE1906
 PE1906:                Primary Azimuth Mark                     Grid Az
 PE1906:SPC ME E     -  SAVAGE MOUNTAIN 1870                     143 22 34.5
 PE1906:UTM  19      -  SAVAGE MOUNTAIN 1870                     143 01 36.8
 PE1906
 PE1906|---------------------------------------------------------------------|
 PE1906| PID    Reference Object                     Distance      Geod. Az  |
 PE1906|                                                           dddmmss.s |
 PE1906| PE1902 SAVAGE MOUNTAIN 1870                APPROX. 3.0 KM 1433106.3 |
 PE1906| PE1894 SOMESVILLE CHURCH SPIRE             APPROX. 5.1 KM 3215818.1 |
 PE1906|---------------------------------------------------------------------|
 PE1906
 PE1906                          SUPERSEDED SURVEY CONTROL
 PE1906
 PE1906  NAD 83(1992)-  44 19 27.47655(N)    068 17 47.52598(W) AD(       ) 3
 PE1906  NAD 83(1986)-  44 19 27.47617(N)    068 17 47.53080(W) AD(       ) 3
 PE1906  NAD 27      -  44 19 27.19400(N)    068 17 49.47500(W) AD(       ) 3
 PE1906
 PE1906.Superseded values are not recommended for survey control.
 PE1906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1906.See file dsdata.txt to determine how the superseded data were derived.
 PE1906
 PE1906_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK5609208134(NAD 83)
 PE1906_MARKER: Z = SEE DESCRIPTION
 PE1906_SETTING: 0 = UNSPECIFIED SETTING
 PE1906_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE1906
 PE1906  HISTORY     - Date     Condition        Report By
 PE1906  HISTORY     - 1870     MONUMENTED       CGS
 PE1906  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE1906  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE1906  HISTORY     - 20060618 GOOD             INDIV
 PE1906
 PE1906                          STATION DESCRIPTION
 PE1906
 PE1906'DESCRIBED BY COAST AND GEODETIC SURVEY 1870 (GAF)
 PE1906'ON THE MOUNTAIN OF THAT NAME, LOCATED ON THE E SIDE OF SOMES
 PE1906'SOUND AND ABOUT HALFWAY UP.
 PE1906'
 PE1906'THE STATION IS ON A RIDGE NEAR THE CENTER OF THE MOUNTAIN AND
 PE1906'ABOUT 100 YARDS W OF THE HIGHEST PEAK.  A SHORT DISTANCE TO THE
 PE1906'SOUTHWARD OF THE STATION, THERE IS A LARGE BOULDER CLEFT IN
 PE1906'THE MIDDLE AND ON THE NEXT PEAK THERE IS A LARGE PILE OF
 PE1906'ROCKS.  THE STATION MARK IS A COPPER BOLT SET IN A HOLE IN A
 PE1906'ROCK.
 PE1906
 PE1906                          STATION RECOVERY (1934)
 PE1906
 PE1906'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1906'STATION RECOVERED AS DESCRIBED.
 PE1906'
 PE1906'THE ORIGINAL COPPER BOLT WAS LEFT IN PLACE AS THE STATION MARK
 PE1906'AND 2 REFERENCE MARKS, STANDARD BRONZE DISKS WEDGED IN DRILL
 PE1906'HOLES IN OUTCROPPING BEDROCK, WERE INSTALLED.
 PE1906'
 PE1906'TO REACH THE STATION FROM ELLSWORTH, GO W ON HIGHWAY 3 TO
 PE1906'JUNCTION WITH HIGHWAY 198 THEN FOLLOW HIGHWAY 198, 7.4 MILES TO
 PE1906'THE BROWN MOUNTAIN TRAIL WHICH LEAVES THE ROAD JUST S OF A STONE
 PE1906'CULVERT OVER A SMALL STREAM, FOLLOW TRAIL SW ABOUT 0.8 MILE TO
 PE1906'STATION.
 PE1906
 PE1906                          STATION RECOVERY (1944)
 PE1906
 PE1906'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1906'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION AS
 PE1906'DESCRIBED BY K.G.C. IN 1934.  DISTANCE TO REFERENCE MARKS WERE
 PE1906'CHECKED AND THE FOLLOWING DISTANCES WERE OBTAINED.  REFERENCE
 PE1906'MARK 1 IS 3.080 METERS AND REFERENCE MARK 2 IS 4.895 METERS.  THE
 PE1906'DISTANCES GIVEN IN 1934 APPEAR TO BE THE SLOPE DISTANCE.
 PE1906
 PE1906                          STATION RECOVERY (2006)
 PE1906
 PE1906'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JKM)
 PE1906'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 PE1906'NOTE THAT THIS MOUNTAIN IS NOW CALLED NORUMBEGA MOUNTAIN.  THE STATION
 PE1906'MAY BE ACCESSED VIA THE NORUMBEGA MOUNTAIN TRAIL IN ACADIA NATIONAL
 PE1906'PARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0391 ***********************************************************************
 OB0391  DESIGNATION -  BROWNS HEAD
 OB0391  PID         -  OB0391
 OB0391  STATE/COUNTY-  ME/LINCOLN
 OB0391  USGS QUAD   -  LOUDS ISLAND (1979)
 OB0391
 OB0391                         *CURRENT SURVEY CONTROL
 OB0391  ___________________________________________________________________
 OB0391* NAD 83(1996)-  43 54 11.09865(N)    069 27 35.08110(W)     ADJUSTED  
 OB0391* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 OB0391  ___________________________________________________________________
 OB0391  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 OB0391  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 OB0391
 OB0391  HORZ ORDER  -  THIRD
 OB0391
 OB0391.The horizontal coordinates were established by classical geodetic methods
 OB0391.and adjusted by the National Geodetic Survey in March 1998..
 OB0391
 OB0391.The orthometric height was scaled from a topographic map.
 OB0391
 OB0391.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0391
 OB0391.The geoid height was determined by GEOID03.
 OB0391
 OB0391;                    North         East     Units Scale Factor Converg.
 OB0391;SPC ME W     -   119,088.078   956,789.895   MT  1.00000632   +0 29 24.8
 OB0391;SPC ME E     -    26,712.900   222,904.900   MT  0.99997308   -0 39 56.0
 OB0391;UTM  19      - 4,861,211.285   463,080.410   MT  0.99961676   -0 19 07.7
 OB0391
 OB0391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0391!SPC ME W     -   1.00000355  x   1.00000632  =   1.00000987
 OB0391!SPC ME E     -   1.00000355  x   0.99997308  =   0.99997663
 OB0391!UTM  19      -   1.00000355  x   0.99961676  =   0.99962031
 OB0391
 OB0391:                Primary Azimuth Mark                     Grid Az
 OB0391:SPC ME W     -  HOUSE WITH RED CHIMNEY                   049 37 16.5
 OB0391:SPC ME E     -  HOUSE WITH RED CHIMNEY                   050 46 37.3
 OB0391:UTM  19      -  HOUSE WITH RED CHIMNEY                   050 25 49.0
 OB0391
 OB0391|---------------------------------------------------------------------|
 OB0391| PID    Reference Object                     Distance      Geod. Az  |
 OB0391|                                                           dddmmss.s |
 OB0391| OB0395 HOUSE WITH RED CHIMNEY              APPROX. 2.4 KM 0500641.3 |
 OB0391| OB0398 DAVIS 1859                          APPROX. 6.2 KM 0834951.6 |
 OB0391| OB0388 LONG COVE EAST ENTRANCE             APPROX. 2.2 KM 2121732.7 |
 OB0391|---------------------------------------------------------------------|
 OB0391
 OB0391                          SUPERSEDED SURVEY CONTROL
 OB0391
 OB0391  NAD 83(1992)-  43 54 11.09955(N)    069 27 35.07097(W) AD(       ) 3
 OB0391  NAD 83(1986)-  43 54 11.10452(N)    069 27 35.07713(W) AD(       ) 3
 OB0391  NAD 27      -  43 54 10.81000(N)    069 27 36.90000(W) AD(       ) 3
 OB0391
 OB0391.Superseded values are not recommended for survey control.
 OB0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0391.See file dsdata.txt to determine how the superseded data were derived.
 OB0391
 OB0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ6308061211(NAD 83)
 OB0391
 OB0391  HISTORY     - Date     Condition        Report By
 OB0391  HISTORY     - UNK      MONUMENTED
 OB0391  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0391  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OB0391
 OB0391                          STATION DESCRIPTION
 OB0391
 OB0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0391'THIS STATION IS LOST.
 OB0391'
 OB0391'THERE WAS NO DESCRIPTION OF THIS STATION RECORDED IN SPECIAL
 OB0391'PUBLICATION NO. 46, BUT IT WAS SEARCHED FOR IN THE VICINITY OF
 OB0391'BROWNS HEAD AND THERE NOTHING COULD BE FOUND OF IT.
 OB0391
 OB0391                          STATION RECOVERY (1943)
 OB0391
 OB0391'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 OB0391'THERE IS NO DETAILED ORIGINAL DESCRIPTION OF THIS STATION, BUT
 OB0391'A SEARCH WAS MADE IN THE VICINITY AND NO MARK WAS FOUND.  PLANE-
 OB0391'TABLE AND AIR COMPILATION METHODS MIGHT LOCATE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0392 ***********************************************************************
 OB0392  DESIGNATION -  BROWNS HEAD 2
 OB0392  PID         -  OB0392
 OB0392  STATE/COUNTY-  ME/LINCOLN
 OB0392  USGS QUAD   -  LOUDS ISLAND (1979)
 OB0392
 OB0392                         *CURRENT SURVEY CONTROL
 OB0392  ___________________________________________________________________
 OB0392* NAD 83(1996)-  43 54 12.20323(N)    069 27 34.39142(W)     ADJUSTED  
 OB0392* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 OB0392  ___________________________________________________________________
 OB0392  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 OB0392  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 OB0392
 OB0392  HORZ ORDER  -  THIRD
 OB0392
 OB0392.The horizontal coordinates were established by classical geodetic methods
 OB0392.and adjusted by the National Geodetic Survey in March 1998..
 OB0392
 OB0392.The orthometric height was scaled from a topographic map.
 OB0392
 OB0392.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0392
 OB0392.The geoid height was determined by GEOID03.
 OB0392
 OB0392;                    North         East     Units Scale Factor Converg.
 OB0392;SPC ME W     -   119,122.300   956,804.993   MT  1.00000634   +0 29 25.3
 OB0392;SPC ME E     -    26,746.810   222,920.685   MT  0.99997305   -0 39 55.5
 OB0392;UTM  19      - 4,861,245.278   463,095.985   MT  0.99961675   -0 19 07.2
 OB0392
 OB0392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0392!SPC ME W     -   1.00000355  x   1.00000634  =   1.00000989
 OB0392!SPC ME E     -   1.00000355  x   0.99997305  =   0.99997660
 OB0392!UTM  19      -   1.00000355  x   0.99961675  =   0.99962030
 OB0392
 OB0392|---------------------------------------------------------------------|
 OB0392| PID    Reference Object                     Distance      Geod. Az  |
 OB0392|                                                           dddmmss.s |
 OB0392| CE7266 BROWNS HEAD 2 RM 2                   11.308 METERS 06604     |
 OB0392| OB0394 BAR ISLAND CHIMNEY ON HOUSE         APPROX. 1.6 KM 0770520.3 |
 OB0392| OB0399 FRANKLIN ISLAND LH                  APPROX. 6.9 KM 1001935.5 |
 OB0392| OB0378 MONHEGAN LIGHT                      APPROX.19.3 KM 1430309.5 |
 OB0392| CE7265 BROWNS HEAD 2 RM 1                   16.310 METERS 33800     |
 OB0392|---------------------------------------------------------------------|
 OB0392
 OB0392                          SUPERSEDED SURVEY CONTROL
 OB0392
 OB0392  NAD 83(1992)-  43 54 12.20412(N)    069 27 34.38133(W) AD(       ) 3
 OB0392  NAD 83(1986)-  43 54 12.20909(N)    069 27 34.38750(W) AD(       ) 3
 OB0392  NAD 27      -  43 54 11.92100(N)    069 27 36.21700(W) AD(       ) 3
 OB0392
 OB0392.Superseded values are not recommended for survey control.
 OB0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0392.See file dsdata.txt to determine how the superseded data were derived.
 OB0392
 OB0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ6309661245(NAD 83)
 OB0392
 OB0392  HISTORY     - Date     Condition        Report By
 OB0392  HISTORY     - 1934     MONUMENTED       CGS
 OB0392  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OB0392
 OB0392                          STATION DESCRIPTION
 OB0392
 OB0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0392'THIS STATION IS NEAR THE POSITION OF BROWNS HEAD, ON THE E SIDE OF
 OB0392'PEMAQUID NECK, ABOUT 2.3 MILES NORTHEAST OF NEW HABOR AND DUE
 OB0392'W OF BAR ISLAND IN MUSCONGUS BAY, ON THE SEA SIDE OF A HIGH HILL
 OB0392'KNOWN AS BROWNS HEAD.  THE STATION IS ON THE NORTHERLY PART OF
 OB0392'A POINT DIRECTLY UNDER THE HILL, 15 METERS S OF A SMALL COVE, 8
 OB0392'METERS FROM THE HIGH-WATER LINE TO THE E AND 3 METERS FROM THE
 OB0392'TREE LINE.
 OB0392'
 OB0392'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 OB0392'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 OB0392'
 OB0392'THERE ARE HIGH VERTICAL CLIFFS ABOUT 100 YARDS S OF THE
 OB0392'STATION.  THESE MAY BE READILY IDENTIFIED FROM THE WATER.  REFERENCE
 OB0392'MARK NO. 1 IS NW OF THE STATION, ON EDGE OF CLIFF, ON
 OB0392'THE S SIDE OF THE SMALL COVE MENTIONED, AND REFERENCE MARK NO. 2
 OB0392'IS NE OF THE STATION ON A PROMINENT PIECE OF LEDGE JUTTING UP
 OB0392'NEAR HIGH-WATER LINE.
 OB0392'
 OB0392'WHEN BROWNS HEAD WAS SEARCHED FOR, FOUR SHALLOW DRILL HOLES
 OB0392'AT EACH POINT OF A CROSS WERE FOUND ABOUT 12 FEET FROM THE EDGE
 OB0392'OF A CLIFF ON THE S SIDE OF COVE.  AS IT WAS IMPOSSIBLE TO BUILD
 OB0392'OVER THIS MARK, IT WAS USED AS REFERENCE MARK NO. 1.  THIS MAY
 OB0392'OR MAY NOT BE BROWNS HEAD.
 OB0392'
 OB0392'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 OB0392
 OB0392                          STATION RECOVERY (1953)
 OB0392
 OB0392'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (PT)
 OB0392'STATION AND REFERENCE MARK 2 WERE FOUND IN GOOD
 OB0392'CONDITION.  REFERENCE MARK 1 HAS BEEN DESTROYED BY EROSION.  THE
 OB0392'PUBLISHED DESCRIPTION IS ADEQUATE AND CORRECT.  THE DISTANCE TO
 OB0392'REFERENCE MARK 2 WAS CHECKED WITH A STEEL TAPE AND FOUND TO BE
 OB0392'CORRECT.
 OB0392'
 OB0392'THE STATION IS STAMPED BROWNS HEAD 2 1934 AND THE REFERENCE
 OB0392'MARK IS STAMPED BROWN HEAD 2 NO 2 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2087 ***********************************************************************
 PE2087  DESIGNATION -  BROWNS HEAD LIGHTHOUSE
 PE2087  PID         -  PE2087
 PE2087  STATE/COUNTY-  ME/KNOX
 PE2087  USGS QUAD   -  LEADBETTER ISLAND (1982)
 PE2087
 PE2087                         *CURRENT SURVEY CONTROL
 PE2087  ___________________________________________________________________
 PE2087* NAD 83(1996)-  44 06 42.33975(N)    068 54 34.18431(W)     ADJUSTED  
 PE2087* NAVD 88     -                                                        
 PE2087  ___________________________________________________________________
 PE2087  LAPLACE CORR-           2.51  (seconds)                    DEFLEC99
 PE2087  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 PE2087
 PE2087  HORZ ORDER  -  THIRD
 PE2087
 PE2087.The horizontal coordinates were established by classical geodetic methods
 PE2087.and adjusted by the National Geodetic Survey in March 1998..
 PE2087
 PE2087
 PE2087.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2087
 PE2087.The geoid height was determined by GEOID03.
 PE2087
 PE2087;                    North         East     Units Scale Factor Converg.
 PE2087;SPC ME E     -    49,531.061   267,220.898   MT  0.99991321   -0 17 06.1
 PE2087;UTM  19      - 4,884,289.997   507,242.472   MT  0.99960065   +0 03 46.8
 PE2087
 PE2087                          SUPERSEDED SURVEY CONTROL
 PE2087
 PE2087  NAD 83(1992)-  44 06 42.34552(N)    068 54 34.16337(W) AD(       ) 4
 PE2087  NAD 83(1986)-  44 06 42.35172(N)    068 54 34.16687(W) AD(       ) 4
 PE2087  NAD 27      -  44 06 42.06100(N)    068 54 36.06500(W) AD(       ) 3
 PE2087
 PE2087.Superseded values are not recommended for survey control.
 PE2087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2087.See file dsdata.txt to determine how the superseded data were derived.
 PE2087
 PE2087_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ0724284290(NAD 83)
 PE2087
 PE2087  HISTORY     - Date     Condition        Report By
 PE2087  HISTORY     - UNK      MONUMENTED
 PE2087  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2087  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2087  HISTORY     - 1988     GOOD             USPSQD
 PE2087
 PE2087                          STATION DESCRIPTION
 PE2087
 PE2087'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2087'THE LIGHT HOUSE IS AT THE SW ENTRANCE TO FOX ISLAND THOROUGHFARE,
 PE2087'ON THE NW END OF VINAL HAVEN ISLAND.
 PE2087
 PE2087                          STATION RECOVERY (1943)
 PE2087
 PE2087'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2087'STATION WAS RECOVERED AS DESCRIBED IN 1934.  IT IS THE LIGHT ON
 PE2087'TOP OF A WHITE CYLINDRICAL TOWER CONNECTED TO DWELLING, ABOUT 39
 PE2087'FEET ABOVE WATER.
 PE2087
 PE2087                          STATION RECOVERY (1988)
 PE2087
 PE2087'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE2087'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2347 ***********************************************************************
 PE2347  DESIGNATION -  BROWNS HILL
 PE2347  PID         -  PE2347
 PE2347  STATE/COUNTY-  ME/KNOX
 PE2347  USGS QUAD   -  THOMASTON (1973)
 PE2347
 PE2347                         *CURRENT SURVEY CONTROL
 PE2347  ___________________________________________________________________
 PE2347* NAD 83(1996)-  44 04 04.95872(N)    069 11 08.53534(W)     ADJUSTED  
 PE2347* NAVD 88     -        62.     (meters)     203.     (feet)  SCALED    
 PE2347  ___________________________________________________________________
 PE2347  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 PE2347  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 PE2347
 PE2347  HORZ ORDER  -  THIRD
 PE2347
 PE2347.The horizontal coordinates were established by classical geodetic methods
 PE2347.and adjusted by the National Geodetic Survey in March 1998..
 PE2347
 PE2347.The orthometric height was scaled from a topographic map.
 PE2347
 PE2347.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2347
 PE2347.The geoid height was determined by GEOID03.
 PE2347
 PE2347;                    North         East     Units Scale Factor Converg.
 PE2347;SPC ME E     -    44,821.061   245,070.614   MT  0.99993710   -0 28 36.9
 PE2347;SPC ME W     -   137,641.599   978,586.797   MT  1.00004259   +0 40 56.3
 PE2347;UTM  19      - 4,879,447.155   485,128.351   MT  0.99960272   -0 07 45.0
 PE2347
 PE2347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2347!SPC ME E     -   0.99999427  x   0.99993710  =   0.99993137
 PE2347!SPC ME W     -   0.99999427  x   1.00004259  =   1.00003686
 PE2347!UTM  19      -   0.99999427  x   0.99960272  =   0.99959699
 PE2347
 PE2347:                Primary Azimuth Mark                     Grid Az
 PE2347:SPC ME E     -  THOMASTON SPIRE E PART OF TOWN           045 50 28.3
 PE2347:SPC ME W     -  THOMASTON SPIRE E PART OF TOWN           044 40 55.1
 PE2347:UTM  19      -  THOMASTON SPIRE E PART OF TOWN           045 29 36.4
 PE2347
 PE2347|---------------------------------------------------------------------|
 PE2347| PID    Reference Object                     Distance      Geod. Az  |
 PE2347|                                                           dddmmss.s |
 PE2347| PE2363 THOMASTON SPIRE E PART OF TOWN      APPROX. 2.0 KM 0452151.4 |
 PE2347| PE2349 FARM HOUSE CENTER OF CHIMNEY        APPROX. 2.0 KM 1000452.0 |
 PE2347| PE2353 FISHERMANS EAST GABLE               APPROX. 0.8 KM 2065453.5 |
 PE2347| PE2344 RECESS FLAG                         APPROX. 1.0 KM 2551252.8 |
 PE2347|---------------------------------------------------------------------|
 PE2347
 PE2347                          SUPERSEDED SURVEY CONTROL
 PE2347
 PE2347  NAD 83(1992)-  44 04 04.96417(N)    069 11 08.51597(W) AD(       ) 3
 PE2347  NAD 83(1986)-  44 04 04.96818(N)    069 11 08.52264(W) AD(       ) 3
 PE2347  NAD 27      -  44 04 04.67000(N)    069 11 10.37000(W) AD(       ) 3
 PE2347
 PE2347.Superseded values are not recommended for survey control.
 PE2347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2347.See file dsdata.txt to determine how the superseded data were derived.
 PE2347
 PE2347_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ8512879447(NAD 83)
 PE2347
 PE2347  HISTORY     - Date     Condition        Report By
 PE2347  HISTORY     - 1863     MONUMENTED       CGS
 PE2347  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2347  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2347
 PE2347                          STATION DESCRIPTION
 PE2347
 PE2347'DESCRIBED BY COAST AND GEODETIC SURVEY 1863 (CF)
 PE2347'THE STATION IS ON A BARE HILL ON THE W SIDE OF THE BROAD PART
 PE2347'OF SAINT GEORGE RIVER AND ON THE S SIDE OF THE NARROW PART WHICH
 PE2347'WAS FORMERLY KNOWN AS WARREN RIVER.  THE STATION IS ON THE
 PE2347'HIGHEST POINT OF THE HILL AND IS ABOUT 130 METERS FROM THE SHORE
 PE2347'OF THE MAIN RIVER AND ABOUT 300 METERS FROM THE SHORE OF THE
 PE2347'NARROW STREAM AND ABOUT 3/8 MILE S OF THOMASTON.  THE STATION IS
 PE2347'MARKED WITH A CROSS CUT IN THE ROCK AND COVERED BY A PILE OF
 PE2347'STONES.
 PE2347
 PE2347                          STATION RECOVERY (1934)
 PE2347
 PE2347'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2347'STATION SEARCHED FOR BUT IS LOST, AS THE HIGHEST PART OF THE HILL
 PE2347'HAS BEEN PLOWED UNDER AND ALL THE LARGE BOULDERS REMOVED.
 PE2347
 PE2347                          STATION RECOVERY (1943)
 PE2347
 PE2347'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2347'SEARCHED FOR BUT NOT FOUND.  LISTED AS LOST IN 1934.  THE HILL
 PE2347'HAS BEEN PLOWED OVER AND IS NOW IN THE CENTER OF A CORN
 PE2347'FIELD.  PLANE-TABLE AND AIR COMPILATION METHODS MIGHT LOCATE THE
 PE2347'MARK, BUT VERY DOUBTFUL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1835 ***********************************************************************
 OC1835  DESIGNATION -  BROWNS WHARF USE
 OC1835  PID         -  OC1835
 OC1835  STATE/COUNTY-  ME/CUMBERLAND
 OC1835  USGS QUAD   -  PORTLAND WEST (1978)
 OC1835
 OC1835                         *CURRENT SURVEY CONTROL
 OC1835  ___________________________________________________________________
 OC1835* NAD 83(1996)-  43 39 02.47554(N)    070 15 09.19020(W)     ADJUSTED  
 OC1835* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 OC1835  ___________________________________________________________________
 OC1835  LAPLACE CORR-           3.51  (seconds)                    DEFLEC99
 OC1835  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 OC1835
 OC1835  HORZ ORDER  -  THIRD
 OC1835
 OC1835.The horizontal coordinates were established by classical geodetic methods
 OC1835.and adjusted by the National Geodetic Survey in March 1998..
 OC1835
 OC1835.The orthometric height was scaled from a topographic map.
 OC1835
 OC1835.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1835
 OC1835.The geoid height was determined by GEOID03.
 OC1835
 OC1835;                    North         East     Units Scale Factor Converg.
 OC1835;SPC ME W     -    90,806.541   893,071.342   MT  0.99996726   -0 03 33.4
 OC1835;UTM  19      - 4,833,838.855   398,990.001   MT  0.99972550   -0 51 52.8
 OC1835
 OC1835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1835!SPC ME W     -   1.00000397  x   0.99996726  =   0.99997123
 OC1835!UTM  19      -   1.00000397  x   0.99972550  =   0.99972947
 OC1835
 OC1835:                Primary Azimuth Mark                     Grid Az
 OC1835:SPC ME W     -  CUSTOMHOUSE WHARF USE                    030 28 56.2
 OC1835:UTM  19      -  CUSTOMHOUSE WHARF USE                    031 17 15.6
 OC1835
 OC1835|---------------------------------------------------------------------|
 OC1835| PID    Reference Object                     Distance      Geod. Az  |
 OC1835|                                                           dddmmss.s |
 OC1835| OC1655 CUSTOMHOUSE WHARF USE               APPROX. 0.6 KM 0302522.8 |
 OC1835|---------------------------------------------------------------------|
 OC1835
 OC1835                          SUPERSEDED SURVEY CONTROL
 OC1835
 OC1835  NAD 83(1992)-  43 39 02.47393(N)    070 15 09.19133(W) AD(       ) 3
 OC1835  NAD 83(1986)-  43 39 02.47999(N)    070 15 09.19685(W) AD(       ) 3
 OC1835  NAD 27      -  43 39 02.21000(N)    070 15 11.04000(W) AD(       ) 3
 OC1835
 OC1835.Superseded values are not recommended for survey control.
 OC1835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1835.See file dsdata.txt to determine how the superseded data were derived.
 OC1835
 OC1835_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9899033839(NAD 83)
 OC1835
 OC1835  HISTORY     - Date     Condition        Report By
 OC1835  HISTORY     - UNK      MONUMENTED
 OC1835  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1835
 OC1835                          STATION DESCRIPTION
 OC1835
 OC1835'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1835'STATION LOST.  AUTHORITY OF THE U.S.E. OFFICE AT PORTLAND,
 OC1835'MAINE.  ESTABLISHED BY THE U.S.E. IN 1909.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1428 ***********************************************************************
 QG1428  DESIGNATION -  BROWNVILLE
 QG1428  PID         -  QG1428
 QG1428  STATE/COUNTY-  ME/PISCATAQUIS
 QG1428  USGS QUAD   -  MILO NORTH (1988)
 QG1428
 QG1428                         *CURRENT SURVEY CONTROL
 QG1428  ___________________________________________________________________
 QG1428* NAD 83(1996)-  45 18 56.30768(N)    068 59 22.24353(W)     ADJUSTED  
 QG1428* NAVD 88     -       243.3    (meters)     798.     (feet)  VERTCON   
 QG1428  ___________________________________________________________________
 QG1428  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 QG1428  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 QG1428
 QG1428  HORZ ORDER  -  SECOND
 QG1428
 QG1428.The horizontal coordinates were established by classical geodetic methods
 QG1428.and adjusted by the National Geodetic Survey in March 1998..
 QG1428
 QG1428.The NAVD 88 height was computed by applying the VERTCON shift value to
 QG1428.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QG1428
 QG1428.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1428
 QG1428.The geoid height was determined by GEOID03.
 QG1428
 QG1428;                    North         East     Units Scale Factor Converg.
 QG1428;SPC ME E     -   183,335.305   261,619.865   MT  0.99991811   -0 20 53.0
 QG1428;UTM  19      - 5,018,015.143   500,822.057   MT  0.99960001   +0 00 26.8
 QG1428
 QG1428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1428!SPC ME E     -   0.99996572  x   0.99991811  =   0.99988384
 QG1428!UTM  19      -   0.99996572  x   0.99960001  =   0.99956575
 QG1428
 QG1428|---------------------------------------------------------------------|
 QG1428| PID    Reference Object                     Distance      Geod. Az  |
 QG1428|                                                           dddmmss.s |
 QG1428| CE8812 BROWNVILLE RM 1                      25.107 METERS 23241     |
 QG1428| QG1332 LADD                                APPROX.10.7 KM 2645650.5 |
 QG1428| CE8813 BROWNVILLE RM 2                      35.495 METERS 28020     |
 QG1428| CE8811 BROWNVILLE AZ MK                                   3281557.1 |
 QG1428|---------------------------------------------------------------------|
 QG1428
 QG1428                          SUPERSEDED SURVEY CONTROL
 QG1428
 QG1428  NAD 83(1992)-  45 18 56.30589(N)    068 59 22.25155(W) AD(       ) 2
 QG1428  NAD 83(1986)-  45 18 56.31093(N)    068 59 22.26011(W) AD(       ) 2
 QG1428  NAD 27      -  45 18 56.12490(N)    068 59 24.11510(W) AD(       ) 2
 QG1428  NGVD 29 (07/19/86)  243.5    (m)          799.     (f) VERT ANG       
 QG1428
 QG1428.Superseded values are not recommended for survey control.
 QG1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1428.See file dsdata.txt to determine how the superseded data were derived.
 QG1428
 QG1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL0082218015(NAD 83)
 QG1428_MARKER: Z = SEE DESCRIPTION
 QG1428_SETTING: 0 = UNSPECIFIED SETTING
 QG1428
 QG1428  HISTORY     - Date     Condition        Report By
 QG1428  HISTORY     - 1958     MONUMENTED       CGS
 QG1428  HISTORY     - 1987     GOOD             USPSQD
 QG1428
 QG1428                          STATION DESCRIPTION
 QG1428
 QG1428'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 QG1428'STATION IS LOCATED ABOUT 4-1/2 MILES NORTH OF MILO AND 2-1/4 MILES
 QG1428'EAST OF BROWNVILLE ON ABOUT THE HIGHEST POINT OF STICKNEY
 QG1428'HILL.  STATION IS IN THE APPROXIMATE CENTER OF A CLEARED FIELD ON
 QG1428'THE PROPERTY OF MR. ROBERT R. EDGE.  THE DISK IS CEMENTED FLUSH
 QG1428'IN A DRILL HOLE IN A LARGE BOULDER WHICH PROJECTS ABOUT 1 FOOT
 QG1428'AND THE DISK WHICH IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH
 QG1428'MARK IS STAMPED BROWNVILLE 1939.
 QG1428'
 QG1428'REFERENCE MARK NO. 1 IS CEMENTED FLUSH IN A DRILL HOLE IN A
 QG1428'BOULDER WHICH PROJECTS ABOUT 6 INCHES AND IS STAMPED BROWNVILLE
 QG1428'NO 1 1958.
 QG1428'
 QG1428'REFERENCE MARK NO. 2 IS CEMENTED FLUSH IN A DRILL HOLE IN A
 QG1428'BOULDER WHICH PROJECTS ABOUT 6 INCHES AND IS STAMPED BROWNVILLE
 QG1428'NO 2 1958.
 QG1428'
 QG1428'AZIMUTH MARK IS 3 FEET EAST SOUTHEAST OF WITNESS SIGN ON METAL
 QG1428'POST AND 2 FEET SOUTH OF NORTH EDGE OF FIELD.  THE MARK PROJECTS
 QG1428'ABOUT 6 INCHES AND THE DISK IS STAMPED BROWNVILLE 1958.
 QG1428'
 QG1428'TO REACH FROM THE POST OFFICE JUST EAST OF THE BRIDGE OVER
 QG1428'THE PLEASANT RIVER IN BROWNVILLE, GO EAST FOR ABOUT 100 FEET
 QG1428'TO FORKS.  KEEP LEFT FORK ON BLACKTOP ROAD FOR 0.15 MILE TO SIDE
 QG1428'ROAD RIGHT.  TURN RIGHT AND GO EAST FOR 2.3 MILES TO POINT
 QG1428'WHERE ROAD CURVES LEFT.  TURN LEFT AND GO NORTH FOR 0.4 MILE TO
 QG1428'DRIVEWAY TO EDGE HOME ON RIGHT AND FIELD ROAD LEFT.  TURN LEFT
 QG1428'AND GO WEST FOR ABOUT 0.1 MILE TO AZIMUTH MARK ON RIGHT AS
 QG1428'DESCRIBED.  TURN LEFT AND GO SOUTH ON RIDGE ACROSS FIELD FOR
 QG1428'ABOUT 0.1 MILE TO STATION AS DESCRIBED.
 QG1428'
 QG1428'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 QG1428
 QG1428                          STATION RECOVERY (1987)
 QG1428
 QG1428'RECOVERY NOTE BY US POWER SQUADRON 1987 (ELG)
 QG1428'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1045 ***********************************************************************
 PD1045  DESIGNATION -  BROWNY RESET
 PD1045  PID         -  PD1045
 PD1045  STATE/COUNTY-  ME/WASHINGTON
 PD1045  USGS QUAD   -  GREAT WASS ISLAND (1975)
 PD1045
 PD1045                         *CURRENT SURVEY CONTROL
 PD1045  ___________________________________________________________________
 PD1045* NAD 83(1996)-  44 27 47.10263(N)    067 37 01.75180(W)     ADJUSTED  
 PD1045* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 PD1045  ___________________________________________________________________
 PD1045  LAPLACE CORR-           3.23  (seconds)                    DEFLEC99
 PD1045  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 PD1045
 PD1045  HORZ ORDER  -  THIRD
 PD1045
 PD1045.The horizontal coordinates were established by classical geodetic methods
 PD1045.and adjusted by the National Geodetic Survey in March 1998..
 PD1045
 PD1045.The orthometric height was scaled from a topographic map.
 PD1045
 PD1045.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1045
 PD1045.The geoid height was determined by GEOID03.
 PD1045
 PD1045;                    North         East     Units Scale Factor Converg.
 PD1045;SPC ME E     -    88,862.998   370,249.733   MT  0.99996067   +0 37 06.3
 PD1045;UTM  19      - 4,924,238.579   610,002.765   MT  0.99974881   +0 58 07.4
 PD1045
 PD1045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD1045!SPC ME E     -   1.00000224  x   0.99996067  =   0.99996291
 PD1045!UTM  19      -   1.00000224  x   0.99974881  =   0.99975105
 PD1045
 PD1045:                Primary Azimuth Mark                     Grid Az
 PD1045:SPC ME E     -  JONESPORT CHURCH SPIRE                   011 14 23.8
 PD1045:UTM  19      -  JONESPORT CHURCH SPIRE                   010 53 22.7
 PD1045
 PD1045|---------------------------------------------------------------------|
 PD1045| PID    Reference Object                     Distance      Geod. Az  |
 PD1045|                                                           dddmmss.s |
 PD1045| PD1113 JONESPORT CHURCH SPIRE              APPROX. 8.0 KM 0115130.1 |
 PD1045| PD1104 SAWYERS COVE CHURCH SPIRE           APPROX. 7.9 KM 0122639.8 |
 PD1045| CE7816 BROWNY RM 2                           6.048 METERS 06541     |
 PD1045| PD1047 THREE FALLS LIFE SAV STA CUP        APPROX. 2.0 KM 0674739.1 |
 PD1045| PD1050 NASH ISLAND LIGHTHOUSE NEW          APPROX.10.4 KM 2704612.4 |
 PD1045| CE7815 BROWNY RM 1                           6.919 METERS 32659     |
 PD1045| PD1110 BEALS RESET                         APPROX. 5.0 KM 3582919.2 |
 PD1045|---------------------------------------------------------------------|
 PD1045
 PD1045                          SUPERSEDED SURVEY CONTROL
 PD1045
 PD1045  NAD 83(1992)-  44 27 47.09814(N)    067 37 01.75154(W) AD(       ) 3
 PD1045  NAD 83(1986)-  44 27 47.09388(N)    067 37 01.75494(W) AD(       ) 3
 PD1045  NAD 27      -  44 27 46.80000(N)    067 37 03.78200(W) AD(       ) 3
 PD1045
 PD1045.Superseded values are not recommended for survey control.
 PD1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1045.See file dsdata.txt to determine how the superseded data were derived.
 PD1045
 PD1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK1000324239(NAD 83)
 PD1045
 PD1045  HISTORY     - Date     Condition        Report By
 PD1045  HISTORY     - 1934     MONUMENTED       CGS
 PD1045  HISTORY     - 1913     SEE DESCRIPTION  CGS
 PD1045  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PD1045  HISTORY     - 1959     SEE DESCRIPTION  CGS
 PD1045
 PD1045                          STATION DESCRIPTION
 PD1045
 PD1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 PD1045'STATION IS ON THE HIGHEST POINT OF BROWNY ISLAND, WHICH LIES ABOUT A
 PD1045'MILE W OF GREAT MASS ISLAND AND 1-1/2 MILES NW OF CRUMPLE
 PD1045'ISLAND.  THE ISLAND IS FREE FROM TIMBER AND BRUSH, AND A SMALL
 PD1045'HOUSE STANDS NEAR ITS NORTHERN END.  THE STATION IS NEAR THE
 PD1045'EASTERN END OF THE ISLAND AND IS MARKED BY A DRILL HOLE
 PD1045'SURROUNDED BY A TRIANGLE CUT IN THE ROCK.
 PD1045
 PD1045                          STATION RECOVERY (1934)
 PD1045
 PD1045'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PD1045'THIS STATION IS ON THE MOST WESTERLY OF THE THREE HIGH, FLAT LEDGES
 PD1045'ON THE E END OF BROWNEY ISLAND WHICH LIES ABOUT A MILE W OF GREAT
 PD1045'WASS ISLAND, AND ABOUT 4 MILES S OF JONESPORT.
 PD1045'
 PD1045'THE STATION WAS RE-MARKED AND TWO REFERENCE MARKS SET.  ALL MARKS
 PD1045'ARE STANDARD DISKS SET IN CONCRETE IN A DEPRESSION IN OUTCROPPING
 PD1045'BEDROCK.
 PD1045'
 PD1045'REFERENCE MARK NO. 1 IS NW OF THE STATION.  REFERENCE MARK NO. 2 IS
 PD1045'E BY N.
 PD1045'
 PD1045'THE DISKS OF THIS STATION ARE ALL STAMPED BROWNEY INSTEAD OF BROWNY
 PD1045'AS GIVEN IN ORIGINAL DESCRIPTION.
 PD1045'
 PD1045'A 16-FOOT TRIPOD ANCHORED WITH ROCKS WAS BUILT IN 1934.
 PD1045
 PD1045                          STATION RECOVERY (1959)
 PD1045
 PD1045'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GFW)
 PD1045'STATION MARK AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 PD1045'DISTANCES TO THE REFERENCE MARKS WERE VERIFIED.  THE PUBLISHED
 PD1045'DESCRIPTION IS ADEQUATE.  ALL DISK OF THIS STATION ARE STAMPED
 PD1045'BROWNEY AS STATED IN THE RECOVERY NOTES OF K.G.C. IN 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0612 ***********************************************************************
 OB0612  DESIGNATION -  BRUCE MEDOT 1975
 OB0612  PID         -  OB0612
 OB0612  STATE/COUNTY-  ME/CUMBERLAND
 OB0612  USGS QUAD   -  BRUNSWICK (1980)
 OB0612
 OB0612                         *CURRENT SURVEY CONTROL
 OB0612  ___________________________________________________________________
 OB0612* NAD 83(1996)-  43 55 04.42185(N)    069 56 52.77444(W)     ADJUSTED  
 OB0612* NAVD 88     -         5.4    (meters)      18.     (feet)  VERTCON   
 OB0612  ___________________________________________________________________
 OB0612  LAPLACE CORR-           2.82  (seconds)                    DEFLEC99
 OB0612  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 OB0612
 OB0612  HORZ ORDER  -  SECOND
 OB0612
 OB0612.The horizontal coordinates were established by classical geodetic methods
 OB0612.and adjusted by the National Geodetic Survey in March 1998..
 OB0612
 OB0612.The NAVD 88 height was computed by applying the VERTCON shift value to
 OB0612.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OB0612
 OB0612.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0612
 OB0612.The geoid height was determined by GEOID03.
 OB0612
 OB0612;                    North         East     Units Scale Factor Converg.
 OB0612;SPC ME W     -   120,514.092   917,562.575   MT  0.99997046   +0 09 06.0
 OB0612;UTM  19      - 4,863,190.434   423,890.641   MT  0.99967124   -0 39 27.3
 OB0612
 OB0612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0612!SPC ME W     -   1.00000322  x   0.99997046  =   0.99997368
 OB0612!UTM  19      -   1.00000322  x   0.99967124  =   0.99967446
 OB0612
 OB0612:                Primary Azimuth Mark                     Grid Az
 OB0612:SPC ME W     -  JACKIE MEDOT 1975                        127 28 14.2
 OB0612:UTM  19      -  JACKIE MEDOT 1975                        128 16 47.5
 OB0612
 OB0612|---------------------------------------------------------------------|
 OB0612| PID    Reference Object                     Distance      Geod. Az  |
 OB0612|                                                           dddmmss.s |
 OB0612| OB0611 JACKIE MEDOT 1975                   APPROX. 0.6 KM 1273720.2 |
 OB0612| OB0265 ARARAT                              APPROX. 2.7 KM 3393345.2 |
 OB0612| OB0595 MT ARARAT FIRE LOT 1933             APPROX. 2.7 KM 3394516.0 |
 OB0612|---------------------------------------------------------------------|
 OB0612
 OB0612                          SUPERSEDED SURVEY CONTROL
 OB0612
 OB0612  NAD 83(1992)-  43 55 04.42062(N)    069 56 52.77410(W) AD(       ) 2
 OB0612  NAD 83(1986)-  43 55 04.42617(N)    069 56 52.77922(W) AD(       ) 2
 OB0612  NAD 27      -  43 55 04.13813(N)    069 56 54.59956(W) AD(       ) 2
 OB0612  NGVD 29 (07/19/86)    5.6    (m)           18.     (f) VERT ANG       
 OB0612
 OB0612.Superseded values are not recommended for survey control.
 OB0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0612.See file dsdata.txt to determine how the superseded data were derived.
 OB0612
 OB0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ2389163190(NAD 83)
 OB0612_MARKER: DD = SURVEY DISK
 OB0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OB0612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OB0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OB0612+STABILITY: SURFACE MOTION
 OB0612
 OB0612  HISTORY     - Date     Condition        Report By
 OB0612  HISTORY     - 1975     MONUMENTED       MEDT
 OB0612
 OB0612                          STATION DESCRIPTION
 OB0612
 OB0612'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975 (RCA)
 OB0612'THE STATION IS LOCATED IN THE TOWN OF BRUNSWICK, ON THE EAST SIDE
 OB0612'OF U.S. ROUTE 1 SOUTHBOUND, ON THE WEST BANK OF THE ANDROSCOGGIN
 OB0612'RIVER, ABOUT 1-1/4 MILES NORTHEAST OF BRUNSWICK, 6-1/2 MILES WEST
 OB0612'OF BATH, AND ON PROPERTY OWNED BY THE STATE OF MAINE.
 OB0612'
 OB0612'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ROUTE 1 AND
 OB0612'MAINE STREET IN BRUNSWICK, GO 0.95 MILES ALONG U.S. ROUTE 1
 OB0612'SOUTHEAST TO THE STATION ON THE LEFT.
 OB0612'
 OB0612'THE STATION IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION DISK,
 OB0612'STAMPED 1974 BRUCE, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OB0612'CONCRETE MONUMENT FLUSH WITH THE SURFACE OF THE GROUND.  THE
 OB0612'SUB-SURFACE MARK IS AN ALUMINUM DISK STAMPED BRUCE 1974, SET IN AN
 OB0612'IRREGULAR MASS OF CONCRETE ABOUT 53 INCHES BELOW THE SURFACE OF
 OB0612'THE GROUND.  IT IS 27.6 FEET EAST OF THE CENTERLINE OF U.S. ROUTE
 OB0612'1 SOUTHBOUND, 4.2 FEET NORTH OF THE TERMINAL END OF THE GUARD
 OB0612'RAIL, 67.5 FEET WEST OF A METAL WITNESS POST AND SIGN SET AT THE
 OB0612'RIGHT-OF-WAY FENCE, AND 8.5 FEET SOUTHEAST OF A NODE SIGN
 OB0612'NUMBER 7644.
 OB0612'
 OB0612'NO REFERENCE MARKS WERE SET AT THIS TIME.
 OB0612'
 OB0612'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0782 ***********************************************************************
 RF0782  DESIGNATION -  BRULEAU
 RF0782  PID         -  RF0782
 RF0782  STATE/COUNTY-  ME/AROOSTOOK
 RF0782  USGS QUAD   -  CHARLES POND (1986)
 RF0782
 RF0782                         *CURRENT SURVEY CONTROL
 RF0782  ___________________________________________________________________
 RF0782* NAD 83(1996)-  46 55 25.14704(N)    069 41 59.16459(W)     ADJUSTED  
 RF0782* NAVD 88     -       405.4    (meters)    1330.     (feet)  VERTCON   
 RF0782  ___________________________________________________________________
 RF0782  LAPLACE CORR-           3.39  (seconds)                    DEFLEC99
 RF0782  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 RF0782
 RF0782  HORZ ORDER  -  THIRD
 RF0782
 RF0782.The horizontal coordinates were established by classical geodetic methods
 RF0782.and adjusted by the National Geodetic Survey in March 1998..
 RF0782
 RF0782.The NAVD 88 height was computed by applying the VERTCON shift value to
 RF0782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RF0782
 RF0782.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0782
 RF0782.The geoid height was determined by GEOID03.
 RF0782
 RF0782;                    North         East     Units Scale Factor Converg.
 RF0782;SPC ME E     -   362,635.972   208,630.125   MT  1.00000258   -0 52 35.1
 RF0782;UTM  19      - 5,196,917.531   446,724.090   MT  0.99963488   -0 30 40.2
 RF0782
 RF0782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0782!SPC ME E     -   0.99994059  x   1.00000258  =   0.99994317
 RF0782!UTM  19      -   0.99994059  x   0.99963488  =   0.99957549
 RF0782
 RF0782:                Primary Azimuth Mark                     Grid Az
 RF0782:SPC ME E     -  BIG BLACK                                100 24 26.0
 RF0782:UTM  19      -  BIG BLACK                                100 02 31.1
 RF0782
 RF0782|---------------------------------------------------------------------|
 RF0782| PID    Reference Object                     Distance      Geod. Az  |
 RF0782|                                                           dddmmss.s |
 RF0782| RF0781 BIG BLACK                           APPROX.14.1 KM 0993150.9 |
 RF0782| DA4770 BRULEAU RM 2                         20.665 METERS 13049     |
 RF0782| DA4769 BRULEAU RM 1                         19.625 METERS 22659     |
 RF0782|---------------------------------------------------------------------|
 RF0782
 RF0782                          SUPERSEDED SURVEY CONTROL
 RF0782
 RF0782  NAD 83(1992)-  46 55 25.13778(N)    069 41 59.14647(W) AD(       ) 3
 RF0782  NAD 83(1986)-  46 55 25.14965(N)    069 41 59.14857(W) AD(       ) 3
 RF0782  NAD 27      -  46 55 25.07300(N)    069 42 00.94000(W) AD(       ) 3
 RF0782  NGVD 29 (07/19/86)  405.6    (m)         1331.     (f) VERT ANG       
 RF0782
 RF0782.Superseded values are not recommended for survey control.
 RF0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0782.See file dsdata.txt to determine how the superseded data were derived.
 RF0782
 RF0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM4672496918(NAD 83)
 RF0782_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RF0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0782
 RF0782  HISTORY     - Date     Condition        Report By
 RF0782  HISTORY     - 1955     MONUMENTED       CGS
 RF0782  HISTORY     - 1966     SEE DESCRIPTION  AEROS
 RF0782
 RF0782                          STATION DESCRIPTION
 RF0782
 RF0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 RF0782'THE STATION IS LOCATED ON THE TOP OF A MAPLE TREE COVERED HILL
 RF0782'ABOUT 2 MILES AIRLINE SOUTHEAST OF THE UNITED STATES-CANADIAN
 RF0782'BOUNDARY, 4 MILES AIRLINE EAST-SOUTHEAST OF ST. PAMPHILE, AND
 RF0782'10 MILES AIRLINE EAST-NORTHEAST OF ST. ADALBERT.
 RF0782'
 RF0782'TO REACH THE STATION FROM THE CATHOLIC CHURCH IN ST. PAMPHILE
 RF0782'GO SOUTHEAST ON A PAVED ROAD 1.8 MILES TO THE UNITED STATES
 RF0782'AND CANADIAN CUSTOMS.  PASS THROUGH THE CUSTOMS AND GO ABOUT
 RF0782'50 YARDS TO A FORK.  TAKE THE LEFT FORK AND GO EAST 2.1 MILES TO
 RF0782'A TRIANGULAR BLAZED SPRUCE TREE AND A DIM ROAD ON THE RIGHT.
 RF0782'TURN RIGHT AND USING A TRUCK WITH 4-WHEEL DRIVE GO EAST 0.6 MILE
 RF0782'TO A CROSS ROAD.  KEEP STRAIGHT AHEAD AND GO EAST 0.35 MILE TO
 RF0782'THE TOP OF THE HILL AND THE STATION.
 RF0782'
 RF0782'THE STATION MARK IS A STANDARD DISK STAMPED BRULEAU 1955 SET IN
 RF0782'THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 5 INCHES
 RF0782'ABOVE THE GROUND.  IT IS 15 FEET NORTH OF A TRIANGULAR BLAZED
 RF0782'20-INCH MAPLE TREE, 22 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 RF0782'AND 4.5 FEET SOUTH OF A WITNESS POST.
 RF0782'
 RF0782'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED BRULEAU NO
 RF0782'1 1955 CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER THAT
 RF0782'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 1 FOOT LOWER THAN
 RF0782'THE STATION.
 RF0782'
 RF0782'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED BRULEAU
 RF0782'NO 2 1955 CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER THAT
 RF0782'PROJECTS 1 FOOT ABOVE THE GROUND.  IT IS 14 FEET SOUTH OF THE
 RF0782'CENTERLINE OF THE ROAD AND 1 FOOT LOWER THAN THE STATION.
 RF0782
 RF0782                          STATION RECOVERY (1966)
 RF0782
 RF0782'RECOVERY NOTE BY AERO SERVICE CORPORATION 1966
 RF0782'BRULEAU 1955 RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA8170 ***********************************************************************
 AA8170  DESIGNATION -  BRUN A
 AA8170  PID         -  AA8170
 AA8170  STATE/COUNTY-  ME/CUMBERLAND
 AA8170  USGS QUAD   -  BRUNSWICK (1980)
 AA8170
 AA8170                         *CURRENT SURVEY CONTROL
 AA8170  ___________________________________________________________________
 AA8170* NAD 83(1996)-  43 53 23.01805(N)    069 56 46.84594(W)     ADJUSTED  
 AA8170* NAVD 88     -        21.301  (meters)      69.89   (feet)  ADJUSTED  
 AA8170  ___________________________________________________________________
 AA8170  X           -   1,578,703.126 (meters)                     COMP
 AA8170  Y           -  -4,324,845.694 (meters)                     COMP
 AA8170  Z           -   4,399,266.495 (meters)                     COMP
 AA8170  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 AA8170  ELLIP HEIGHT-          -4.61  (meters)          (12/21/01) GPS OBS
 AA8170  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 AA8170  DYNAMIC HT  -          21.299 (meters)      69.88  (feet)  COMP
 AA8170  MODELED GRAV-     980,520.1   (mgal)                       NAVD 88
 AA8170
 AA8170  HORZ ORDER  -  A
 AA8170  VERT ORDER  -  SECOND    CLASS I
 AA8170  ELLP ORDER  -  SECOND    CLASS I
 AA8170
 AA8170.This is a reference station for the BRUNSWICK 1
 AA8170.National Continuously Operating Reference Station (BRU1).
 AA8170
 AA8170.The horizontal coordinates were established by GPS observations
 AA8170.and adjusted by the National Geodetic Survey in July 1997..
 AA8170
 AA8170.The orthometric height was determined by differential leveling
 AA8170.and adjusted by the National Geodetic Survey in July 2002..
 AA8170
 AA8170.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8170
 AA8170.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8170
 AA8170.The ellipsoidal height was determined by GPS observations
 AA8170.and is referenced to NAD 83.
 AA8170
 AA8170.The geoid height was determined by GEOID03.
 AA8170
 AA8170.The dynamic height is computed by dividing the NAVD 88
 AA8170.geopotential number by the normal gravity value computed on the
 AA8170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA8170.degrees latitude (g = 980.6199 gals.).
 AA8170
 AA8170.The modeled gravity was interpolated from observed gravity values.
 AA8170
 AA8170;                    North         East     Units Scale Factor Converg.
 AA8170;SPC ME W     -   117,384.821   917,703.182   MT  0.99997052   +0 09 09.9
 AA8170;UTM  19      - 4,860,060.427   423,987.019   MT  0.99967106   -0 39 22.0
 AA8170
 AA8170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8170!SPC ME W     -   1.00000072  x   0.99997052  =   0.99997124
 AA8170!UTM  19      -   1.00000072  x   0.99967106  =   0.99967178
 AA8170
 AA8170:                Primary Azimuth Mark                     Grid Az
 AA8170:SPC ME W     -  BRUN B                                   023 35 32.0
 AA8170:UTM  19      -  BRUN B                                   024 24 03.9
 AA8170
 AA8170|---------------------------------------------------------------------|
 AA8170| PID    Reference Object                     Distance      Geod. Az  |
 AA8170|                                                           dddmmss.s |
 AA8170| AA8169 BRUN B                              APPROX. 0.7 KM 0234441.9 |
 AA8170|---------------------------------------------------------------------|
 AA8170
 AA8170                          SUPERSEDED SURVEY CONTROL
 AA8170
 AA8170  ELLIP H (07/24/97)   -4.59   (m)                       GP(       ) 2 1
 AA8170  NAD 83(1992)-  43 53 23.01777(N)    069 56 46.84651(W) AD(1995.00) A
 AA8170  ELLIP H (10/04/95)   -4.59   (m)                       GP(1995.00) 1 1
 AA8170  NAVD 88 (10/04/95)   21.30   (m)           69.9    (f) LEVELING    3  
 AA8170
 AA8170.Superseded values are not recommended for survey control.
 AA8170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8170.See file dsdata.txt to determine how the superseded data were derived.
 AA8170
 AA8170_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ2398760060(NAD 83)
 AA8170_MARKER: I = METAL ROD
 AA8170_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA8170_STAMPING: BRUN USCG A 1995
 AA8170_MARK LOGO: NGS   
 AA8170_PROJECTION: FLUSH
 AA8170_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8170_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA8170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8170+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2000
 AA8170_ROD/PIPE-DEPTH: 17.0 meters
 AA8170_SLEEVE-DEPTH  : 1 meters
 AA8170
 AA8170  HISTORY     - Date     Condition        Report By
 AA8170  HISTORY     - 1995     MONUMENTED       NGS
 AA8170  HISTORY     - 19951024 GOOD             NGS
 AA8170  HISTORY     - 20000428 GOOD             NGS
 AA8170
 AA8170                          STATION DESCRIPTION
 AA8170
 AA8170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (RWD)
 AA8170'THE STATION IS LOCATED ON THE BRUNSWICK MAINE NAVAL AIR STATION, NEAR
 AA8170'BRUNSWICK MAINE.  TO REACH THE STATION, PERMISSION MUST BE OBTAINED AT
 AA8170'THE NAS CONTROL TOWER TO BE ESCORTED TO STATION.  THE STATION IS
 AA8170'LOCATED ON THE WEST SIDE OF THE AIRFIELD AT SITE CHOSEN FOR COAST
 AA8170'GUARD DGPS SITE.  THE STATION IS 61.8 M (202.8 FT) EAST SOUTH EAST OF
 AA8170'THE SOUTH WEST CORNER OF CEMENT BUILDING 517, 79.1 M (259.5 FT) SOUTH
 AA8170'EAST OF THE SOUTH EAST CORNER OF COMENT BLD 517 AND 8 INCHES NORTH OF
 AA8170'A WITNESS POST.
 AA8170
 AA8170                          STATION RECOVERY (1995)
 AA8170
 AA8170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (ALG)
 AA8170'THE PREVIOUS DESCRIPTION REQUIRES A CHANGE IN MEASUREMENTS TO
 AA8170'REFERENCE OBJECTS.  THE STATION IS 61.8 FT (18.8 M) ESE OF THE SW
 AA8170'CORNER OF CEMENT BUILDING 517, AND 79.1 FT (24.1 M) SE OF THE SE
 AA8170'CORNER OF CEMENT BUILDING 517.  THE PREVIOUS DESCRIPTION GAVE THESE
 AA8170'DISTANCES AS METERS WHICH IS INCORRECT.
 AA8170
 AA8170                          STATION RECOVERY (2000)
 AA8170
 AA8170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 AA8170'RECOVERED AS DESCRIBED.  NOTE--ESCORT NEEDED, CONTACT CHIEF BRIAN
 AA8170'MANK, BUILDING 200, 2ND FLOOR, GROUND ELECTRONICS SECTION, ONE OR TWO
 AA8170'DAYS IN ADVANCE BEFORE OCCUPYING THIS STATION.  TO ARRANGE ESCORT TO
 AA8170'THE STATION LOCATED AT BUILDING 517 (CEMENT BUILDING), PHONE
 AA8170'207-921-2124
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA8169 ***********************************************************************
 AA8169  FBN         -  This is a Federal Base Network Control Station.
 AA8169  DESIGNATION -  BRUN B
 AA8169  PID         -  AA8169
 AA8169  STATE/COUNTY-  ME/CUMBERLAND
 AA8169  USGS QUAD   -  BRUNSWICK (1980)
 AA8169
 AA8169                         *CURRENT SURVEY CONTROL
 AA8169  ___________________________________________________________________
 AA8169* NAD 83(1996)-  43 53 45.08153(N)    069 56 33.42369(W)     ADJUSTED  
 AA8169* NAVD 88     -        20.186  (meters)      66.23   (feet)  ADJUSTED  
 AA8169  ___________________________________________________________________
 AA8169  X           -   1,578,822.360 (meters)                     COMP
 AA8169  Y           -  -4,324,298.716 (meters)                     COMP
 AA8169  Z           -   4,399,756.455 (meters)                     COMP
 AA8169  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 AA8169  ELLIP HEIGHT-          -5.72  (meters)          (04/26/01) GPS OBS
 AA8169  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 AA8169  DYNAMIC HT  -          20.184 (meters)      66.22  (feet)  COMP
 AA8169  MODELED GRAV-     980,520.2   (mgal)                       NAVD 88
 AA8169
 AA8169  HORZ ORDER  -  A
 AA8169  VERT ORDER  -  SECOND    CLASS I
 AA8169  ELLP ORDER  -  FOURTH    CLASS I
 AA8169
 AA8169.This is a reference station for the BRUNSWICK 1
 AA8169.National Continuously Operating Reference Station (BRU1).
 AA8169
 AA8169.The horizontal coordinates were established by GPS observations
 AA8169.and adjusted by the National Geodetic Survey in July 1997..
 AA8169
 AA8169.The orthometric height was determined by differential leveling
 AA8169.and adjusted by the National Geodetic Survey in July 2002..
 AA8169
 AA8169.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8169
 AA8169.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8169
 AA8169.The ellipsoidal height was determined by GPS observations
 AA8169.and is referenced to NAD 83.
 AA8169
 AA8169.The geoid height was determined by GEOID03.
 AA8169
 AA8169.The dynamic height is computed by dividing the NAVD 88
 AA8169.geopotential number by the normal gravity value computed on the
 AA8169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA8169.degrees latitude (g = 980.6199 gals.).
 AA8169
 AA8169.The modeled gravity was interpolated from observed gravity values.
 AA8169
 AA8169;                    North         East     Units Scale Factor Converg.
 AA8169;SPC ME W     -   118,066.569   918,000.920   MT  0.99997065   +0 09 19.2
 AA8169;UTM  19      - 4,860,737.701   424,294.260   MT  0.99967049   -0 39 12.9
 AA8169
 AA8169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8169!SPC ME W     -   1.00000090  x   0.99997065  =   0.99997155
 AA8169!UTM  19      -   1.00000090  x   0.99967049  =   0.99967139
 AA8169
 AA8169:                Primary Azimuth Mark                     Grid Az
 AA8169:SPC ME W     -  BRUN A                                   203 35 32.0
 AA8169:UTM  19      -  BRUN A                                   204 24 04.1
 AA8169
 AA8169|---------------------------------------------------------------------|
 AA8169| PID    Reference Object                     Distance      Geod. Az  |
 AA8169|                                                           dddmmss.s |
 AA8169| AA8170 BRUN A                              APPROX. 0.7 KM 2034451.2 |
 AA8169|---------------------------------------------------------------------|
 AA8169
 AA8169                          SUPERSEDED SURVEY CONTROL
 AA8169
 AA8169  ELLIP H (07/24/97)   -5.71   (m)                       GP(       ) 2 1
 AA8169  NAD 83(1992)-  43 53 45.08126(N)    069 56 33.42427(W) AD(1995.00) A
 AA8169  ELLIP H (10/04/95)   -5.70   (m)                       GP(1995.00) 1 1
 AA8169  NAVD 88 (10/04/95)   20.19   (m)           66.2    (f) LEVELING    3  
 AA8169
 AA8169.Superseded values are not recommended for survey control.
 AA8169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8169.See file dsdata.txt to determine how the superseded data were derived.
 AA8169
 AA8169_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ2429460738(NAD 83)
 AA8169_MARKER: I = METAL ROD
 AA8169_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA8169_STAMPING: BRUN USCG B 1995
 AA8169_MARK LOGO: NGS   
 AA8169_PROJECTION: FLUSH
 AA8169_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA8169_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8169+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2000
 AA8169_ROD/PIPE-DEPTH: 29.2 meters
 AA8169_SLEEVE-DEPTH  : 1.0 meters
 AA8169
 AA8169  HISTORY     - Date     Condition        Report By
 AA8169  HISTORY     - 1995     MONUMENTED       NGS
 AA8169  HISTORY     - 19951024 GOOD             NGS
 AA8169  HISTORY     - 20000428 GOOD             NGS
 AA8169
 AA8169                          STATION DESCRIPTION
 AA8169
 AA8169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (RWD)
 AA8169'THE STATION IS LOCATED ON THE BRUNSWICK MAINE NAVAL AIR STATION, NEAR
 AA8169'BRUNSWICK, MAINE.  TO REACH THE STATION PERMISSION MUST BE OBTAINED AT
 AA8169'THE NAS CONTROL TOWER TO BE ESCORTED TO STATION.  THE STATION IS
 AA8169'LOCATED ON THE WEST SIDE OF THE AIR STATION, 0.7 KM (0.45 MI) WEST
 AA8169'SOUTH WEST OF THE CONTROL TOWER AND WEST OF THE ELECTRIC DEER FENCE,
 AA8169'LOCATED IN A GRASSY FIELD AT AN INTERSECTION OF TWO ASPHALT ROADS 144
 AA8169'FT (43.9 M) NORTH EAST OF THE CENTERLINE OF A ROAD RUNNING NORTH WEST
 AA8169'SOUTH EAST, 99.5 FT (30.3 M) WEST SOUTH WEST OF A ROAD RUNNING NORTH
 AA8169'SOUTH AND 8 INCHES SOUTH EAST OF AN ORANGE FIBERGLASS WITNESS POST.
 AA8169'THE STATION IS THE PUNCH HOLE IN THE TOP OF A STAINLESS STEEL ROD
 AA8169'DRIVEN INTO THE GROUND 29.26 M (96.00 FT) AND SURROUNDED BY CONCRETE
 AA8169'WITH A NGS LOGO CAP STAMPED BRUN USCG B 1995.
 AA8169
 AA8169                          STATION RECOVERY (1995)
 AA8169
 AA8169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (ALG)
 AA8169'RECOVERED AS DESCRIBED.
 AA8169
 AA8169                          STATION RECOVERY (2000)
 AA8169
 AA8169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 AA8169'THE STATION IS LOCATED IN BRUNSWICK, ON THE PROPERTY OF THE US NAVAL
 AA8169'AIR STATION, ON THE WEST SIDE OF THE AIRFIELD, ABOUT 0.7 KM (0.45 MI)
 AA8169'SOUTHWEST OF AND ACROSS THE RUNWAYS FROM THE CONTROL TOWER, IN A
 AA8169'GRASSY AREA 0.32 KM (0.20 MI) SOUTHWEST OF A GATE IN AN ELECTRICAL
 AA8169'FENCE.  OWNERSHIP--US NAVY.  NOTE--AN ESCORT IS REQUIRED TO ACCESS THE
 AA8169'STATION.  CHIEF BRIAN MANK, BUILDING 200, 2ND FLOOR, GROUNDS
 AA8169'ELECTRONICS OFFICE, REQUESTED TO BE CONTACTED ONE OR TWO DAYS IN
 AA8169'ADVANCE BEFORE OCCUPYING THE STATION, PHONE 207-921-2124.  ALSO
 AA8169'CONTACT CAN BE MADE WITH THE BASE DUTY OFFICER, PHONE 921-2692.  TO
 AA8169'REACH THE STATION FROM THE SOUTH END OF THE US HIGHWAY 24 BRIDGE OVER
 AA8169'US HIGHWAY 1, ABOUT 9.17 KM (5.70 MI) EAST OF INTERSTATE HIGHWAY 95
 AA8169'(EXIT 22), GO SOUTH ON HIGHWAY 24 FOR 0.24 KM (0.15 MI) TO A TRAFFIC
 AA8169'LIGHT AT COOKS CORNER (AT THIS POINT HIGHWAY 24 NORTH AND 24 SOUTH
 AA8169'SPLIT).  TURN RIGHT, EAST ON HIGHWAY 24 NORTH FOR 0.24 KM (0.15 MI) TO
 AA8169'THE ENTRANCE TO THE US NAVAL AIR STATION ON THE LEFT.  TURN LEFT,
 AA8169'SOUTHWEST ON FITCH AVENUE FOR 0.16 KM (0.10 MI) TO THE SECURITY
 AA8169'GUARDHOUSE.  CONTINUE AHEAD, SOUTHWEST ON FITCH AVENUE FOR 1.61 KM
 AA8169'(1.00 MI) TO THE T-JUNCTION OF ORION STREET.  TURN RIGHT, NORTHWEST ON
 AA8169'ORION STREET FOR 0.16 KM (0.10 MI) TO THE JUNCTION OF SEAHAWK AVENUE.
 AA8169'BEAR LEFT, WESTERLY INTO THE ENTRANCE FOR AIR OPERATIONS OFFICE
 AA8169'(BUILDING 200) TO THE PARKING LOT.  AT THIS POINT PARK AND ENTER
 AA8169'BUILDING 200 FOR ESCORT TO THE STATION.  FROM THE FIELD ENTRANCE GATE
 AA8169'AT BUILDING 200, PASS THROUGH THE GATE AND BEAR LEFT, NORTHWEST TO THE
 AA8169'CONTROL TOWER ATTACHED TO BUILDING 200.  GO WESTERLY ACROSS THE
 AA8169'CONCRETE APRON FOR 0.16 KM (0.10 MI) TO THE CONNECTING TAXIWAY.
 AA8169'CONTINUE AHEAD, WESTERLY ON THE TAXIWAY FOR 0.16 KM (0.10 MI) TO THE
 AA8169'JUNCTION OF RUNWAY 1R/19L.  CONTINUE AHEAD WESTERLY, CROSSING BOTH
 AA8169'RUNWAYS 1R/19L AND 1L/19R TO THE TAXIWAY. CONTINUE AHEAD FOR 0.16 KM
 AA8169'(0.10 MI) TO A METAL GATE IN AN ELECTRIC FENCE.  TURN LEFT, PASS
 AA8169'THROUGH GATE AND GO SOUTH ON THE SERVICE ROAD FOR 0.40 KM (0.25 MI) TO
 AA8169'THE JUNCTION OF A SERVICE ROAD ON THE RIGHT.  TURN RIGHT,
 AA8169'WEST-NORTHWEST ON THE SERVICE ROAD FOR ABOUT 30.48 M (100.00 FT) TO
 AA8169'THE STATION ON THE RIGHT, IN A GRASSY AREA IN THE NORTHWEST ANGLE OF
 AA8169'THE JUNCTION OF THE ROADS.  THE STATION IS A PUNCH MARK ON THE TOP OF
 AA8169'A STAINLESS STEEL ROD IN A GREASE FILLED SLEEVE, ENCASED IN A 13 CM
 AA8169'PVC PIPE WITH AN NGS LOGO CAP SURROUNDED BY CONCRETE AND FLUSH WITH
 AA8169'GROUND.  LOCATED 43.9 M (144.0 FT) NORTHEAST OF THE CENTER OF THE
 AA8169'NORTHWEST-SOUTHEAST ROAD, 30.3 M (99.4 FT) WEST OF THE CENTER OF THE
 AA8169'NORTH-SOUTH SERVICE ROAD AND 0.3 M (1.0 FT) SOUTHEAST OF A FIBERGLASS
 AA8169'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AF9487 ***********************************************************************
 AF9487  HT_MOD      -  This is a Height Modernization Survey Station.
 AF9487  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9487  DESIGNATION -  BRUNSWICK 1 CORS ARP
 AF9487  CORS_ID     -  BRU1
 AF9487  PID         -  AF9487
 AF9487  STATE/COUNTY-  ME/CUMBERLAND
 AF9487  USGS QUAD   -  BRUNSWICK (1980)
 AF9487
 AF9487                         *CURRENT SURVEY CONTROL
 AF9487  ___________________________________________________________________
 AF9487* NAD 83(CORS)-  43 53 23.30605(N)    069 56 47.66563(W)     ADJUSTED  
 AF9487* NAVD 88     -        28.97   (meters)      95.0    (feet)  GPS OBS   
 AF9487  ___________________________________________________________________
 AF9487  EPOCH DATE  -        2002.00
 AF9487  X           -   1,578,685.729 (meters)                     COMP
 AF9487  Y           -  -4,324,851.392 (meters)                     COMP
 AF9487  Z           -   4,399,278.239 (meters)                     COMP
 AF9487  ELLIP HEIGHT-           3.09  (meters)          (03/??/02) GPS OBS
 AF9487  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 AF9487
 AF9487  HORZ ORDER  -  SPECIAL (CORS)
 AF9487  ELLP ORDER  -  SPECIAL (CORS)
 AF9487
 AF9487.ITRF positions are available for this station.
 AF9487.The coordinates were established by GPS observations
 AF9487.and adjusted by the National Geodetic Survey in March 2002..
 AF9487.The coordinates are valid at the epoch date displayed above.
 AF9487.The epoch date for horizontal control is a decimal equivalence
 AF9487.of Year/Month/Day.
 AF9487
 AF9487.The orthometric height was determined by GPS observations and a
 AF9487.high-resolution geoid model using precise GPS observation and
 AF9487.processing techniques.
 AF9487
 AF9487.The PID for the CORS L1 Phase Center is AJ7858.
 AF9487
 AF9487.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9487
 AF9487.The ellipsoidal height was determined by GPS observations
 AF9487.and is referenced to NAD 83.
 AF9487
 AF9487.The geoid height was determined by GEOID03.
 AF9487
 AF9487;                    North         East     Units Scale Factor Converg.
 AF9487;SPC ME W     -   117,393.661   917,684.863   MT  0.99997051   +0 09 09.3
 AF9487
 AF9487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9487!SPC ME W     -   0.99999952  x   0.99997051  =   0.99997003
 AF9487
 AF9487                          SUPERSEDED SURVEY CONTROL
 AF9487
 AF9487  NAD 83(CORS)-  43 53 23.30648(N)    069 56 47.66646(W) AD(1997.00) c
 AF9487  NAD 83(CORS)-  43 53 23.30648(N)    069 56 47.66646(W) AD(1996.00) c
 AF9487  ELLIP H (04/??/96)    3.08   (m)                       GP(1997.00) c c
 AF9487  ELLIP H (04/??/96)    3.08   (m)                       GP(1996.00) c c
 AF9487
 AF9487.Superseded values are not recommended for survey control.
 AF9487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9487.See file dsdata.txt to determine how the superseded data were derived.
 AF9487
 AF9487_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ2396960070(NAD 83)
 AF9487_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9487
 AF9487                          STATION DESCRIPTION
 AF9487
 AF9487'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AF9487'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AF9487'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AF9487'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AF9487'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AF9487'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ7858 ***********************************************************************
 AJ7858  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ7858  DESIGNATION -  BRUNSWICK 1 CORS L1 PHASE CENTER
 AJ7858  CORS_ID     -  BRU1
 AJ7858  PID         -  AJ7858
 AJ7858  STATE/COUNTY-  ME/CUMBERLAND
 AJ7858  USGS QUAD   -  BRUNSWICK (1980)
 AJ7858
 AJ7858                         *CURRENT SURVEY CONTROL
 AJ7858  ___________________________________________________________________
 AJ7858* NAD 83(CORS)-  43 53 23.30601(N)    069 56 47.66567(W)     ADJUSTED  
 AJ7858* NAVD 88     -                                                        
 AJ7858  ___________________________________________________________________
 AJ7858  EPOCH DATE  -        2002.00
 AJ7858  X           -   1,578,685.748 (meters)                     COMP
 AJ7858  Y           -  -4,324,851.447 (meters)                     COMP
 AJ7858  Z           -   4,399,278.294 (meters)                     COMP
 AJ7858  ELLIP HEIGHT-           3.17  (meters)          (03/??/02) GPS OBS
 AJ7858  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 AJ7858
 AJ7858  HORZ ORDER  -  SPECIAL (CORS)
 AJ7858  ELLP ORDER  -  SPECIAL (CORS)
 AJ7858
 AJ7858.ITRF positions are available for this station.
 AJ7858.The coordinates were established by GPS observations
 AJ7858.and adjusted by the National Geodetic Survey in March 2002..
 AJ7858.The coordinates are valid at the epoch date displayed above.
 AJ7858.The epoch date for horizontal control is a decimal equivalence
 AJ7858.of Year/Month/Day.
 AJ7858
 AJ7858
 AJ7858.The PID for the CORS ARP is AF9487.
 AJ7858
 AJ7858.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ7858
 AJ7858.The ellipsoidal height was determined by GPS observations
 AJ7858.and is referenced to NAD 83.
 AJ7858
 AJ7858.The geoid height was determined by GEOID03.
 AJ7858
 AJ7858;                    North         East     Units Scale Factor Converg.
 AJ7858;SPC ME W     -   117,393.659   917,684.862   MT  0.99997051   +0 09 09.3
 AJ7858
 AJ7858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7858!SPC ME W     -   0.99999950  x   0.99997051  =   0.99997001
 AJ7858
 AJ7858                          SUPERSEDED SURVEY CONTROL
 AJ7858
 AJ7858  NAD 83(CORS)-  43 53 23.30644(N)    069 56 47.66649(W) AD(1996.00) c
 AJ7858  NAD 83(CORS)-  43 53 23.30644(N)    069 56 47.66649(W) AD(1997.00) c
 AJ7858  ELLIP H (04/??/96)    3.17   (m)                       GP(1997.00) c c
 AJ7858  ELLIP H (04/??/96)    3.17   (m)                       GP(1996.00) c c
 AJ7858
 AJ7858.Superseded values are not recommended for survey control.
 AJ7858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7858.See file dsdata.txt to determine how the superseded data were derived.
 AJ7858
 AJ7858_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ2396960070(NAD 83)
 AJ7858_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AJ7858
 AJ7858                          STATION DESCRIPTION
 AJ7858
 AJ7858'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AJ7858'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ7858'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ7858'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ7858'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ7858'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AF9585 ***********************************************************************
 AF9585  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9585  DESIGNATION -  BRUNSWICK 2 CORS ARP
 AF9585  CORS_ID     -  BRU2
 AF9585  PID         -  AF9585
 AF9585  STATE/COUNTY-  ME/CUMBERLAND
 AF9585  USGS QUAD   -  BRUNSWICK (1980)
 AF9585
 AF9585                         *CURRENT SURVEY CONTROL
 AF9585  ___________________________________________________________________
 AF9585* NAD 83(CORS)-  43 53 22.91421(N)    069 56 47.88511(W)     ADJUSTED  
 AF9585* NAVD 88     -                                                        
 AF9585  ___________________________________________________________________
 AF9585  EPOCH DATE  -        2002.00
 AF9585  X           -   1,578,684.709 (meters)                     COMP
 AF9585  Y           -  -4,324,862.884 (meters)                     COMP
 AF9585  Z           -   4,399,271.506 (meters)                     COMP
 AF9585  ELLIP HEIGHT-           5.95  (meters)          (03/??/02) GPS OBS
 AF9585  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 AF9585
 AF9585  HORZ ORDER  -  SPECIAL (CORS)
 AF9585  ELLP ORDER  -  SPECIAL (CORS)
 AF9585
 AF9585.ITRF positions are available for this station.
 AF9585.The coordinates were established by GPS observations
 AF9585.and adjusted by the National Geodetic Survey in March 2002..
 AF9585.The coordinates are valid at the epoch date displayed above.
 AF9585.The epoch date for horizontal control is a decimal equivalence
 AF9585.of Year/Month/Day.
 AF9585
 AF9585
 AF9585.The PID for the CORS L1 Phase Center is AJ7909.
 AF9585
 AF9585.Photographs are available for this station.
 AF9585
 AF9585.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9585
 AF9585.The ellipsoidal height was determined by GPS observations
 AF9585.and is referenced to NAD 83.
 AF9585
 AF9585.The geoid height was determined by GEOID03.
 AF9585
 AF9585;                    North         East     Units Scale Factor Converg.
 AF9585;SPC ME W     -   117,381.554   917,679.996   MT  0.99997051   +0 09 09.2
 AF9585
 AF9585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9585!SPC ME W     -   0.99999907  x   0.99997051  =   0.99996958
 AF9585
 AF9585                          SUPERSEDED SURVEY CONTROL
 AF9585
 AF9585  NAD 83(CORS)-  43 53 22.91444(N)    069 56 47.88585(W) AD(1997.00) c
 AF9585  NAD 83(CORS)-  43 53 22.91444(N)    069 56 47.88585(W) AD(1996.00) c
 AF9585  ELLIP H (08/??/96)    5.95   (m)                       GP(1997.00) c c
 AF9585  ELLIP H (08/??/96)    5.95   (m)                       GP(1996.00) c c
 AF9585
 AF9585.Superseded values are not recommended for survey control.
 AF9585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9585.See file dsdata.txt to determine how the superseded data were derived.
 AF9585
 AF9585_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ2396460057(NAD 83)
 AF9585_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9585
 AF9585                          STATION DESCRIPTION
 AF9585
 AF9585'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AF9585'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AF9585'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AF9585'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AF9585'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AF9585'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ7909 ***********************************************************************
 AJ7909  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ7909  DESIGNATION -  BRUNSWICK 2 CORS L1 PHASE CENTER
 AJ7909  CORS_ID     -  BRU2
 AJ7909  PID         -  AJ7909
 AJ7909  STATE/COUNTY-  ME/CUMBERLAND
 AJ7909  USGS QUAD   -  BRUNSWICK (1980)
 AJ7909
 AJ7909                         *CURRENT SURVEY CONTROL
 AJ7909  ___________________________________________________________________
 AJ7909* NAD 83(CORS)-  43 53 22.91417(N)    069 56 47.88514(W)     ADJUSTED  
 AJ7909* NAVD 88     -                                                        
 AJ7909  ___________________________________________________________________
 AJ7909  EPOCH DATE  -        2002.00
 AJ7909  X           -   1,578,684.731 (meters)                     COMP
 AJ7909  Y           -  -4,324,862.945 (meters)                     COMP
 AJ7909  Z           -   4,399,271.568 (meters)                     COMP
 AJ7909  ELLIP HEIGHT-           6.04  (meters)          (03/??/02) GPS OBS
 AJ7909  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 AJ7909
 AJ7909  HORZ ORDER  -  SPECIAL (CORS)
 AJ7909  ELLP ORDER  -  SPECIAL (CORS)
 AJ7909
 AJ7909.ITRF positions are available for this station.
 AJ7909.The coordinates were established by GPS observations
 AJ7909.and adjusted by the National Geodetic Survey in March 2002..
 AJ7909.The coordinates are valid at the epoch date displayed above.
 AJ7909.The epoch date for horizontal control is a decimal equivalence
 AJ7909.of Year/Month/Day.
 AJ7909
 AJ7909
 AJ7909.The PID for the CORS ARP is AF9585.
 AJ7909
 AJ7909.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ7909
 AJ7909.The ellipsoidal height was determined by GPS observations
 AJ7909.and is referenced to NAD 83.
 AJ7909
 AJ7909.The geoid height was determined by GEOID03.
 AJ7909
 AJ7909;                    North         East     Units Scale Factor Converg.
 AJ7909;SPC ME W     -   117,381.553   917,679.996   MT  0.99997051   +0 09 09.2
 AJ7909
 AJ7909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7909!SPC ME W     -   0.99999905  x   0.99997051  =   0.99996956
 AJ7909
 AJ7909                          SUPERSEDED SURVEY CONTROL
 AJ7909
 AJ7909  NAD 83(CORS)-  43 53 22.91440(N)    069 56 47.88589(W) AD(1996.00) c
 AJ7909  NAD 83(CORS)-  43 53 22.91440(N)    069 56 47.88589(W) AD(1997.00) c
 AJ7909  ELLIP H (08/??/96)    6.03   (m)                       GP(1997.00) c c
 AJ7909  ELLIP H (08/??/96)    6.03   (m)                       GP(1996.00) c c
 AJ7909
 AJ7909.Superseded values are not recommended for survey control.
 AJ7909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7909.See file dsdata.txt to determine how the superseded data were derived.
 AJ7909
 AJ7909_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ2396460057(NAD 83)
 AJ7909_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AJ7909
 AJ7909                          STATION DESCRIPTION
 AJ7909
 AJ7909'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AJ7909'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ7909'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ7909'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ7909'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ7909'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0591 ***********************************************************************
 OB0591  DESIGNATION -  BRUNSWICK BLACK STANDPIPE
 OB0591  PID         -  OB0591
 OB0591  STATE/COUNTY-  ME/CUMBERLAND
 OB0591  USGS QUAD   -  BRUNSWICK (1980)
 OB0591
 OB0591                         *CURRENT SURVEY CONTROL
 OB0591  ___________________________________________________________________
 OB0591* NAD 83(1996)-  43 55 08.40606(N)    069 59 14.86568(W)     ADJUSTED  
 OB0591* NAVD 88     -                                                        
 OB0591  ___________________________________________________________________
 OB0591  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 OB0591  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 OB0591
 OB0591  HORZ ORDER  -  THIRD
 OB0591
 OB0591.The horizontal coordinates were established by classical geodetic methods
 OB0591.and adjusted by the National Geodetic Survey in March 1998..
 OB0591
 OB0591
 OB0591.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0591
 OB0591.The geoid height was determined by GEOID03.
 OB0591
 OB0591;                    North         East     Units Scale Factor Converg.
 OB0591;SPC ME W     -   120,629.422   914,392.329   MT  0.99996921   +0 07 27.5
 OB0591;UTM  19      - 4,863,350.482   420,723.277   MT  0.99967730   -0 41 05.9
 OB0591
 OB0591                          SUPERSEDED SURVEY CONTROL
 OB0591
 OB0591  NAD 83(1992)-  43 55 08.40473(N)    069 59 14.86540(W) AD(       ) 4
 OB0591  NAD 83(1986)-  43 55 08.41033(N)    069 59 14.87056(W) AD(       ) 4
 OB0591  NAD 27      -  43 55 08.12000(N)    069 59 16.67800(W) AD(       ) 3
 OB0591
 OB0591.Superseded values are not recommended for survey control.
 OB0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0591.See file dsdata.txt to determine how the superseded data were derived.
 OB0591
 OB0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ2072363350(NAD 83)
 OB0591_MARKER: 52 = STANDPIPE TANK
 OB0591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OB0591+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2005
 OB0591
 OB0591  HISTORY     - Date     Condition        Report By
 OB0591  HISTORY     - 1933     FIRST OBSERVED   CGS
 OB0591  HISTORY     - 1942     GOOD             CGS
 OB0591  HISTORY     - 1965     GOOD             CGS
 OB0591  HISTORY     - 1974     GOOD             NGS
 OB0591  HISTORY     - 20050228 GOOD             USPSQD
 OB0591
 OB0591                          STATION DESCRIPTION
 OB0591
 OB0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OB0591'THE BLACK CYLINDRICAL STANDPIPE WHICH IS ON TOP OF A HIGH HILL
 OB0591'ABOUT 1 MILE WEST OF THE CITY OF BRUNSWICK AND OVERLOOKS THE
 OB0591'ANDROSCOGGIN RIVER.  THE STATION IS THE CENTER OF THE TOP OF THE
 OB0591'STANDPIPE.
 OB0591
 OB0591                          STATION RECOVERY (1942)
 OB0591
 OB0591'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (HOF)
 OB0591'STATION RECOVERED AS DESCRIBED EXCEPT FOR THE FOLLOWING
 OB0591'DISCREPANCY--
 OB0591'
 OB0591'THE STANDPIPE IS NOW PAINTED A SILVER COLOR.
 OB0591'
 OB0591'STATION IS ALSO USED AS A USGS TRAVERSE STATION NO. 1915A.
 OB0591
 OB0591                          STATION RECOVERY (1965)
 OB0591
 OB0591'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RBK)
 OB0591'STATION RECOVERED AS DESCRIBED EXCEPT STANDPIPE IS NOW PAINTED
 OB0591'GREEN.
 OB0591
 OB0591                          STATION RECOVERY (1974)
 OB0591
 OB0591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RCA)
 OB0591'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN
 OB0591'1942 EXCEPT FOR THE FOLLOWING DISCREPANCY--THE STANDPIPE IS
 OB0591'NOW PAINTED A GREEN COLOR.
 OB0591
 OB0591                          STATION RECOVERY (2005)
 OB0591
 OB0591'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMW)
 OB0591'TO REACH THE LOCATION FROM THE JCT. OF PLEASANT ST. AND RIVER RD.,
 OB0591'TRAVEL NORTH ON RIVER RD. 0.5 MILE TO STIMPSON ST. ON THE RIGHT. TURN
 OB0591'RIGHT TO GREENLEAF ST. AND THE STANDPIPE WHICH IS NOW PAINTED BLUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0596 ***********************************************************************
 OB0596  DESIGNATION -  BRUNSWICK CHURCH BLACK SPIRE
 OB0596  PID         -  OB0596
 OB0596  STATE/COUNTY-  ME/CUMBERLAND
 OB0596  USGS QUAD   -  BRUNSWICK (1980)
 OB0596
 OB0596                         *CURRENT SURVEY CONTROL
 OB0596  ___________________________________________________________________
 OB0596* NAD 83(1996)-  43 54 48.76936(N)    069 58 08.38888(W)     ADJUSTED  
 OB0596* NAVD 88     -                                                        
 OB0596  ___________________________________________________________________
 OB0596  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 OB0596  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 OB0596
 OB0596  HORZ ORDER  -  THIRD
 OB0596
 OB0596.The horizontal coordinates were established by classical geodetic methods
 OB0596.and adjusted by the National Geodetic Survey in March 1998..
 OB0596
 OB0596
 OB0596.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0596
 OB0596.The geoid height was determined by GEOID03.
 OB0596
 OB0596;                    North         East     Units Scale Factor Converg.
 OB0596;SPC ME W     -   120,026.757   915,876.814   MT  0.99996977   +0 08 13.6
 OB0596;UTM  19      - 4,862,727.094   422,198.669   MT  0.99967445   -0 40 19.6
 OB0596
 OB0596                          SUPERSEDED SURVEY CONTROL
 OB0596
 OB0596  NAD 83(1992)-  43 54 48.76799(N)    069 58 08.38849(W) AD(       ) 4
 OB0596  NAD 83(1986)-  43 54 48.77357(N)    069 58 08.39360(W) AD(       ) 4
 OB0596  NAD 27      -  43 54 48.48300(N)    069 58 10.21300(W) AD(       ) 3
 OB0596
 OB0596.Superseded values are not recommended for survey control.
 OB0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0596.See file dsdata.txt to determine how the superseded data were derived.
 OB0596
 OB0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ2219962727(NAD 83)
 OB0596_MARKER: 90 = CHURCH SPIRE
 OB0596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OB0596+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2005
 OB0596
 OB0596  HISTORY     - Date     Condition        Report By
 OB0596  HISTORY     - 1933     FIRST OBSERVED   CGS
 OB0596  HISTORY     - 1942     GOOD             CGS
 OB0596  HISTORY     - 1957     GOOD             USN
 OB0596  HISTORY     - 1974     GOOD             NGS
 OB0596  HISTORY     - 20010419 GOOD             USPSQD
 OB0596  HISTORY     - 20030909 GOOD             USPSQD
 OB0596  HISTORY     - 20050228 GOOD             USPSQD
 OB0596
 OB0596                          STATION DESCRIPTION
 OB0596
 OB0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OB0596'THE TALL BLACK CHURCH SPIRE WITH A CROSS ON THE TOP AND NEAR THE
 OB0596'POST OFFICE IN THE CITY OF BRUNSWICK.  THE CHURCH (CATHOLIC) IS
 OB0596'ON A STREET WHICH RUNS AT RIGHT ANGLES TO THE MAIN BUSINESS
 OB0596'STREET AND IS ABOUT 2-1/2 BLOCKS W OF THE MAIN STREET.  THE
 OB0596'STATION IS THE HIGHEST POINT OF THE SPIRE.
 OB0596
 OB0596                          STATION RECOVERY (1942)
 OB0596
 OB0596'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (HOF)
 OB0596'STATION RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS--
 OB0596'
 OB0596'THE CHURCH IS A BROWN AND GRAY SANDSTONE STRUCTURE WITH BLACK
 OB0596'SPIRE, KNOWN AS THE ST. JOHN THE BAPTIST CHURCH, SITUATED ON
 OB0596'THE S SIDE OF PLEASANT STREET (NOW U.S. HIGHWAY 1), AND IN THE
 OB0596'FIRST BLOCK E OF WHERE A SPUR LINE CROSSES PLEASANT STREET.
 OB0596
 OB0596                          STATION RECOVERY (1957)
 OB0596
 OB0596'RECOVERY NOTE BY US NAVY 1957
 OB0596'RECOVERED AS DESCRIBED IN 1933 AND 1942.  PRESENT DESCRIPTION
 OB0596'ADEQUATE.  CHURCH IS JUST OFF THE SW CORNER OF THE INTERSECTION
 OB0596'OF UNION AND PLEASANT STREET.
 OB0596
 OB0596                          STATION RECOVERY (1974)
 OB0596
 OB0596'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RCA)
 OB0596'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN
 OB0596'1957.  THE DESCRIPTION WAS FOUND TO BE ADEQUATE.
 OB0596
 OB0596                          STATION RECOVERY (2001)
 OB0596
 OB0596'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 OB0596'RECOVERED IN GOOD CONDITION.
 OB0596
 OB0596                          STATION RECOVERY (2003)
 OB0596
 OB0596'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 OB0596'STATION FOUND GOOD. THE 1957 DESCRIPTION IS ADEQUATE. U.S. HWY 1 IS NO
 OB0596'LONGER PLEASANT STREET IN DOWNTOWN BRUNSWICK.  U.S. HWY 1 HAS BEEN
 OB0596'RE-ROUTED OFF PLEASANT STREET.
 OB0596
 OB0596                          STATION RECOVERY (2005)
 OB0596
 OB0596'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMW)
 OB0596'THE SPIRE IS NOW GREEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0597 ***********************************************************************
 OB0597  DESIGNATION -  BRUNSWICK CONG CHURCH SPIRE
 OB0597  PID         -  OB0597
 OB0597  STATE/COUNTY-  ME/CUMBERLAND
 OB0597  USGS QUAD   -  BRUNSWICK (1980)
 OB0597
 OB0597                         *CURRENT SURVEY CONTROL
 OB0597  ___________________________________________________________________
 OB0597* NAD 83(1996)-  43 54 38.41599(N)    069 57 46.41487(W)     ADJUSTED  
 OB0597* NAVD 88     -                                                        
 OB0597  ___________________________________________________________________
 OB0597  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 OB0597  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 OB0597
 OB0597  HORZ ORDER  -  THIRD
 OB0597
 OB0597.The horizontal coordinates were established by classical geodetic methods
 OB0597.and adjusted by the National Geodetic Survey in March 1998..
 OB0597
 OB0597
 OB0597.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0597
 OB0597.The geoid height was determined by GEOID03.
 OB0597
 OB0597;                    North         East     Units Scale Factor Converg.
 OB0597;SPC ME W     -   119,708.412   916,367.866   MT  0.99996996   +0 08 28.8
 OB0597;UTM  19      - 4,862,401.943   422,685.032   MT  0.99967352   -0 40 04.2
 OB0597
 OB0597                          SUPERSEDED SURVEY CONTROL
 OB0597
 OB0597  NAD 83(1992)-  43 54 38.41447(N)    069 57 46.41423(W) AD(       ) 4
 OB0597  NAD 83(1986)-  43 54 38.42007(N)    069 57 46.41937(W) AD(       ) 4
 OB0597  NAD 27      -  43 54 38.14100(N)    069 57 48.23400(W) AD(       ) 3
 OB0597
 OB0597.Superseded values are not recommended for survey control.
 OB0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0597.See file dsdata.txt to determine how the superseded data were derived.
 OB0597
 OB0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ2268562402(NAD 83)
 OB0597_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OB0597+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2005
 OB0597
 OB0597  HISTORY     - Date     Condition        Report By
 OB0597  HISTORY     - UNK      MONUMENTED
 OB0597  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0597  HISTORY     - 1957     SEE DESCRIPTION  USN
 OB0597  HISTORY     - 1959     SEE DESCRIPTION  CGS
 OB0597  HISTORY     - 20010419 GOOD             USPSQD
 OB0597  HISTORY     - 20030909 GOOD             USPSQD
 OB0597  HISTORY     - 20050228 GOOD             USPSQD
 OB0597
 OB0597                          STATION DESCRIPTION
 OB0597
 OB0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (HOF)
 OB0597'COMPLETE NEW DESCRIPTION--
 OB0597'
 OB0597'THE CHURCH IS NOW KNOWN AS THE FIRST PARISH CHURCH - 1717, AND
 OB0597'IS A LARGE WOODEN STRUCTURE PAINTED DARK GRAY AT THE PRESENT
 OB0597'TIME.  THE SPIRE IS ON THE W END, HAVING FOUR SMALL SPIRES, ONE
 OB0597'ON EACH CORNER OF THE MAIN SPIRE, WITH ARCHES IN BETWEEN.  THE
 OB0597'CHURCH IS ON A CORNER WHERE U.S. HIGHWAY 1 MAKES A SHARP TURN
 OB0597'TOWARDS BATH, AND ALMOST DIRECTLY OPPOSITE WHERE STATE HIGHWAYS
 OB0597'123 AND 24 LEAD S TOWARDS BAILEY ISLAND, AND OPPOSITE THE N END
 OB0597'OF BOWDOIN COLLEGE CAMPUS.
 OB0597'
 OB0597'THIS POSITION IS NO DOUBT THE SAME AS BRUNSWICK SPIRE 1855.
 OB0597
 OB0597                          STATION RECOVERY (1957)
 OB0597
 OB0597'RECOVERY NOTE BY US NAVY 1957
 OB0597'RECOVERED AS DESCRIBED IN 1942.  OLD DESCRIPTION ADEQUATE EXCEPT
 OB0597'THAT CHURCH IS NOW PAINTED WHITE.
 OB0597
 OB0597                          STATION RECOVERY (1959)
 OB0597
 OB0597'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (DCM)
 OB0597'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 OB0597
 OB0597                          STATION RECOVERY (2001)
 OB0597
 OB0597'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 OB0597'RECOVERED IN GOOD CONDITION.
 OB0597
 OB0597                          STATION RECOVERY (2003)
 OB0597
 OB0597'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 OB0597'STATION FOUND GOOD. CHURCH IS IN THE PROCESS OF RENOVATION.  THE MAIN
 OB0597'SPIRE IS PRESENTLY SURROUNDED BY SCAFFOLDING AND CANNOT BE EASILY
 OB0597'SEEN.
 OB0597
 OB0597                          STATION RECOVERY (2005)
 OB0597
 OB0597'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMW)
 OB0597'THE CHURCH IS AT THE JUNCTION OF MAINE ST. AND RT. 24. THE SCAFFOLDING
 OB0597'IS GONE AND THE SPIRE IS NOW GRAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0614 ***********************************************************************
 OB0614  DESIGNATION -  BRUNSWICK NAS ANNEX STANDPIPE
 OB0614  PID         -  OB0614
 OB0614  STATE/COUNTY-  ME/SAGADAHOC
 OB0614  USGS QUAD   -  BRUNSWICK (1980)
 OB0614
 OB0614                         *CURRENT SURVEY CONTROL
 OB0614  ___________________________________________________________________
 OB0614* NAD 83(1996)-  43 56 43.77778(N)    069 57 55.60577(W)     ADJUSTED  
 OB0614* NAVD 88     -                                                        
 OB0614  ___________________________________________________________________
 OB0614  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 OB0614  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 OB0614
 OB0614  HORZ ORDER  -  THIRD
 OB0614
 OB0614.The horizontal coordinates were established by classical geodetic methods
 OB0614.and adjusted by the National Geodetic Survey in March 1998..
 OB0614
 OB0614
 OB0614.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0614
 OB0614.The geoid height was determined by GEOID03.
 OB0614
 OB0614;                    North         East     Units Scale Factor Converg.
 OB0614;SPC ME W     -   123,576.963   916,153.370   MT  0.99996987   +0 08 22.7
 OB0614;UTM  19      - 4,866,271.991   422,525.254   MT  0.99967382   -0 40 12.1
 OB0614
 OB0614                          SUPERSEDED SURVEY CONTROL
 OB0614
 OB0614  NAD 83(1992)-  43 56 43.77656(N)    069 57 55.60543(W) AD(       ) 4
 OB0614  NAD 83(1986)-  43 56 43.78211(N)    069 57 55.61050(W) AD(       ) 4
 OB0614  NAD 27      -  43 56 43.49405(N)    069 57 57.42545(W) AD(       ) 3
 OB0614
 OB0614.Superseded values are not recommended for survey control.
 OB0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0614.See file dsdata.txt to determine how the superseded data were derived.
 OB0614
 OB0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ2252566272(NAD 83)
 OB0614_MARKER: 52 = STANDPIPE TANK
 OB0614_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OB0614+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2004
 OB0614
 OB0614  HISTORY     - Date     Condition        Report By
 OB0614  HISTORY     - 1975     FIRST OBSERVED   NGS
 OB0614  HISTORY     - 20040621 GOOD             USPSQD
 OB0614
 OB0614                          STATION DESCRIPTION
 OB0614
 OB0614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 OB0614'THE STATION IS THE TOP CENTER OF A RED AND WHITE CHECKED, 110 FOOT
 OB0614'HIGH, 30 FOOT DIAMETER STANDPIPE BELONGING TO BRUNSWICK NAVAL AIR
 OB0614'STATION.  LOCATED 118 EAST NORTH EAST OF THE SOUTH EAST CORNER OF
 OB0614'THE TASK FORCE COMMANDER HEADQUARTER BUILDING NUMBER 86.  189
 OB0614'FEET SOUTH EAST OF THE CENTERLINE OF CANAN DRIVE.  AND 0.25 MILES
 OB0614'NORTH EAST OF THE JUNCTION CANAN DRIVE AND ROUTE 201 IN THE TOWN
 OB0614'OF TOPSHAM.
 OB0614
 OB0614                          STATION RECOVERY (2004)
 OB0614
 OB0614'RECOVERY NOTE BY US POWER SQUADRON 2004 (AHE)
 OB0614'THE STANDPIPE IS NOW ALL WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0613 ***********************************************************************
 OB0613  DESIGNATION -  BRUNSWICK RAD STA WKXA MAST
 OB0613  PID         -  OB0613
 OB0613  STATE/COUNTY-  ME/CUMBERLAND
 OB0613  USGS QUAD   -  BRUNSWICK (1980)
 OB0613
 OB0613                         *CURRENT SURVEY CONTROL
 OB0613  ___________________________________________________________________
 OB0613* NAD 83(1996)-  43 55 39.92266(N)    069 59 40.64860(W)     ADJUSTED  
 OB0613* NAVD 88     -                                                        
 OB0613  ___________________________________________________________________
 OB0613  LAPLACE CORR-           2.91  (seconds)                    DEFLEC99
 OB0613  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 OB0613
 OB0613  HORZ ORDER  -  THIRD
 OB0613
 OB0613.The horizontal coordinates were established by classical geodetic methods
 OB0613.and adjusted by the National Geodetic Survey in March 1998..
 OB0613
 OB0613
 OB0613.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0613
 OB0613.The geoid height was determined by GEOID03.
 OB0613
 OB0613;                    North         East     Units Scale Factor Converg.
 OB0613;SPC ME W     -   121,600.898   913,815.111   MT  0.99996901   +0 07 09.7
 OB0613;UTM  19      - 4,864,329.730   420,160.003   MT  0.99967840   -0 41 24.2
 OB0613
 OB0613                          SUPERSEDED SURVEY CONTROL
 OB0613
 OB0613  NAD 83(1992)-  43 55 39.92139(N)    069 59 40.64830(W) AD(       ) 4
 OB0613  NAD 83(1986)-  43 55 39.92689(N)    069 59 40.65357(W) AD(       ) 4
 OB0613  NAD 27      -  43 55 39.64298(N)    069 59 42.46154(W) AD(       ) 3
 OB0613
 OB0613.Superseded values are not recommended for survey control.
 OB0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0613.See file dsdata.txt to determine how the superseded data were derived.
 OB0613
 OB0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ2016064330(NAD 83)
 OB0613_MARKER: 42 = RADIO/TV MAST
 OB0613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OB0613+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2004
 OB0613
 OB0613  HISTORY     - Date     Condition        Report By
 OB0613  HISTORY     - 1975     FIRST OBSERVED   NGS
 OB0613  HISTORY     - 20041116 GOOD             USPSQD
 OB0613
 OB0613                          STATION DESCRIPTION
 OB0613
 OB0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 OB0613'THE STATION, BRUNSWICK RADIO MAST WKXA, IS THE LIGHT AT THE
 OB0613'TOP-CENTER OF A 278 FOOT HIGH, 3 LEGGED, TUBULAR, STEEL, GUYED,
 OB0613'MAST BELONGING TO WKXA RADIO STATION.  LOCATED ON THE EAST SIDE
 OB0613'OF THE RIVER ROAD 1.2 MILES NORTH OF INTERSECTION OF U.S. ROUTE
 OB0613'1 AND RIVER ROAD IN THE CITY OF BRUNSWICK.
 OB0613
 OB0613                          STATION RECOVERY (2004)
 OB0613
 OB0613'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMW)
 OB0613'THE BUILDING AT THE TOWER HAS A SIGN INDICATING THE STATION IS WCLZ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0592 ***********************************************************************
 OB0592  DESIGNATION -  BRUNSWICK TOPSHAM CONC TK VENT
 OB0592  PID         -  OB0592
 OB0592  STATE/COUNTY-  ME/SAGADAHOC
 OB0592  USGS QUAD   -  BRUNSWICK (1980)
 OB0592
 OB0592                         *CURRENT SURVEY CONTROL
 OB0592  ___________________________________________________________________
 OB0592* NAD 83(1996)-  43 55 19.32744(N)    069 58 34.15185(W)     ADJUSTED  
 OB0592* NAVD 88     -                                                        
 OB0592  ___________________________________________________________________
 OB0592  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 OB0592  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 OB0592
 OB0592  HORZ ORDER  -  THIRD
 OB0592
 OB0592.The horizontal coordinates were established by classical geodetic methods
 OB0592.and adjusted by the National Geodetic Survey in March 1998..
 OB0592
 OB0592
 OB0592.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0592
 OB0592.The geoid height was determined by GEOID03.
 OB0592
 OB0592;                    North         East     Units Scale Factor Converg.
 OB0592;SPC ME W     -   120,968.522   915,299.839   MT  0.99996954   +0 07 55.8
 OB0592;UTM  19      - 4,863,676.635   421,635.219   MT  0.99967553   -0 40 37.8
 OB0592
 OB0592                          SUPERSEDED SURVEY CONTROL
 OB0592
 OB0592  NAD 83(1992)-  43 55 19.32614(N)    069 58 34.15149(W) AD(       ) 4
 OB0592  NAD 83(1986)-  43 55 19.33163(N)    069 58 34.15661(W) AD(       ) 4
 OB0592  NAD 27      -  43 55 19.02900(N)    069 58 35.95000(W) AD(       ) 3
 OB0592
 OB0592.Superseded values are not recommended for survey control.
 OB0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0592.See file dsdata.txt to determine how the superseded data were derived.
 OB0592
 OB0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ2163563677(NAD 83)
 OB0592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OB0592+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2004
 OB0592
 OB0592  HISTORY     - Date     Condition        Report By
 OB0592  HISTORY     - UNK      MONUMENTED
 OB0592  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0592  HISTORY     - 1965     SEE DESCRIPTION  CGS
 OB0592  HISTORY     - 20040528 GOOD             USPSQD
 OB0592
 OB0592                          STATION DESCRIPTION
 OB0592
 OB0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (HOF)
 OB0592'COMPLETE NEW DESCRIPTION--
 OB0592'
 OB0592'THIS IS THE LARGE CONCRETE GRAY-COLORED TANK SITUATED ON A
 OB0592'175-FOOT PROMINENT WOODED HILL, IN THE SW PORTION OF THE TOWN OF
 OB0592'TOPSHAM, DIRECTLY ACROSS FROM THE TOWN OF BRUNSWICK.  THE
 OB0592'ANDROSCOGGIN RIVER MAKES A SHARP TURN AROUND THE HILL AT THIS
 OB0592'POINT, AND THE STATION IS ABOUT 400 METERS SE OF THE S TIP OF AN
 OB0592'ISLAND IN THE ANDROSCOGGIN RIVER.
 OB0592'
 OB0592'THIS IS THE SAME STATION AS BRUNSWICK, TOPSHAM CONCRETE WATER
 OB0592'TANK, VENTILATOR, 1933.
 OB0592
 OB0592                          STATION RECOVERY (1965)
 OB0592
 OB0592'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RBK)
 OB0592'RECOVERED AS DESCRIBED.
 OB0592
 OB0592                          STATION RECOVERY (2004)
 OB0592
 OB0592'RECOVERY NOTE BY US POWER SQUADRON 2004 (AHE)
 OB0592'IN TOPSHAM AT THE TRAFFIC LIGHT AT THE INTERSECTION OF RT. 201, RT. 24
 OB0592'AND WINTER ST. HEAD WEST ON WINTER ST. 0.4 MILE TO BRIDGE ST ON THE
 OB0592'LEFT. TURN LEFT 0.3 MILE TO OAK ST. AND TURN RIGHT TO END AND THE
 OB0592'TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1399 ***********************************************************************
 QG1399  DESIGNATION -  BRYANT
 QG1399  PID         -  QG1399
 QG1399  STATE/COUNTY-  ME/PENOBSCOT
 QG1399  USGS QUAD   -  SAPONAC (1988)
 QG1399
 QG1399                         *CURRENT SURVEY CONTROL
 QG1399  ___________________________________________________________________
 QG1399* NAD 83(1996)-  45 11 26.33955(N)    068 18 19.63553(W)     ADJUSTED  
 QG1399* NAVD 88     -       168.     (meters)     551.     (feet)  SCALED    
 QG1399  ___________________________________________________________________
 QG1399  LAPLACE CORR-           2.30  (seconds)                    DEFLEC99
 QG1399  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 QG1399
 QG1399  HORZ ORDER  -  THIRD
 QG1399
 QG1399.The horizontal coordinates were established by classical geodetic methods
 QG1399.and adjusted by the National Geodetic Survey in March 1998..
 QG1399
 QG1399.The orthometric height was scaled from a topographic map.
 QG1399
 QG1399.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1399
 QG1399.The geoid height was determined by GEOID03.
 QG1399
 QG1399;                    North         East     Units Scale Factor Converg.
 QG1399;SPC ME E     -   169,347.430   315,286.828   MT  0.99990287   +0 08 16.9
 QG1399;UTM  19      - 5,004,364.152   554,558.976   MT  0.99963660   +0 29 33.9
 QG1399
 QG1399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1399!SPC ME E     -   0.99997748  x   0.99990287  =   0.99988036
 QG1399!UTM  19      -   0.99997748  x   0.99963660  =   0.99961409
 QG1399
 QG1399:                Primary Azimuth Mark                     Grid Az
 QG1399:SPC ME E     -  PASSADUMKEAG USGS 1958                   210 22 02.4
 QG1399:UTM  19      -  PASSADUMKEAG USGS 1958                   210 00 45.4
 QG1399
 QG1399|---------------------------------------------------------------------|
 QG1399| PID    Reference Object                     Distance      Geod. Az  |
 QG1399|                                                           dddmmss.s |
 QG1399| QG1396 PASSADUMKEAG USGS 1958              APPROX. 7.9 KM 2103019.3 |
 QG1399|---------------------------------------------------------------------|
 QG1399
 QG1399                          SUPERSEDED SURVEY CONTROL
 QG1399
 QG1399  NAD 83(1992)-  45 11 26.33838(N)    068 18 19.63371(W) AD(       ) 3
 QG1399  NAD 83(1986)-  45 11 26.34197(N)    068 18 19.63632(W) AD(       ) 3
 QG1399  NAD 27      -  45 11 26.12036(N)    068 18 21.57576(W) AD(       ) 3
 QG1399
 QG1399.Superseded values are not recommended for survey control.
 QG1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1399.See file dsdata.txt to determine how the superseded data were derived.
 QG1399
 QG1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL5455904364(NAD 83)
 QG1399_MARKER: DD = SURVEY DISK
 QG1399_SETTING: 66 = SET IN ROCK OUTCROP
 QG1399_SP_SET: SET IN ROCK OUTCROP
 QG1399_MAGNETIC: N = NO MAGNETIC MATERIAL
 QG1399_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG1399+STABILITY: POSITION/ELEVATION WELL
 QG1399
 QG1399  HISTORY     - Date     Condition        Report By
 QG1399  HISTORY     - 1928     MONUMENTED       USGS
 QG1399
 QG1399                          STATION DESCRIPTION
 QG1399
 QG1399'DESCRIBED BY US GEOLOGICAL SURVEY 1928 (TTR)
 QG1399'LOCATED IN SOUTHEASTERN PART OF BURLINGTON TOWNSHIP, ON HIGHEST PART
 QG1399'OF BRYANT RIDGE, 7.5 MI N. OF SAPONAC POST OFFICE, ON LAND BELONGING
 QG1399'TO RALPH TURNER, WHOSE HOUSE IS 0.25 MI NE. OF STATION.  STATION IS
 QG1399'LOCATED 200 FT N. OF RD. AND 75 FT E. OF SMALL FAMILY CEMETERY.
 QG1399'
 QG1399'TO REACH STATION LEAVE BURLINGTON-NICATOUR LAKE RD. AT SAPONAC POST
 QG1399'OFFICE, TAKE RD. WHICH LEADS N. 2.5 MI TO STATION.
 QG1399'
 QG1399'STATION MARK-  STANDARD DISK IN LARGE FLAT GRANITE ROCK, STAMPED
 QG1399'---R 1929---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1004 ***********************************************************************
 PD1004  DESIGNATION -  BRYANT 1883
 PD1004  PID         -  PD1004
 PD1004  STATE/COUNTY-  ME/WASHINGTON
 PD1004  USGS QUAD   -  ROQUE BLUFFS (1975)
 PD1004
 PD1004                         *CURRENT SURVEY CONTROL
 PD1004  ___________________________________________________________________
 PD1004* NAD 83(1996)-  44 36 31.07231(N)    067 26 03.88265(W)     ADJUSTED  
 PD1004* NAVD 88     -        34.     (meters)     112.     (feet)  SCALED    
 PD1004  ___________________________________________________________________
 PD1004  LAPLACE CORR-           4.75  (seconds)                    DEFLEC99
 PD1004  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 PD1004
 PD1004  HORZ ORDER  -  THIRD
 PD1004
 PD1004.The horizontal coordinates were established by classical geodetic methods
 PD1004.and adjusted by the National Geodetic Survey in March 1998..
 PD1004
 PD1004.The orthometric height was scaled from a topographic map.
 PD1004
 PD1004.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1004
 PD1004.The geoid height was determined by GEOID03.
 PD1004
 PD1004;                    North         East     Units Scale Factor Converg.
 PD1004;SPC ME E     -   105,208.223   384,579.866   MT  0.99998794   +0 44 54.1
 PD1004;UTM  19      - 4,940,667.856   624,229.648   MT  0.99978979   +1 05 58.5
 PD1004
 PD1004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD1004!SPC ME E     -   0.99999828  x   0.99998794  =   0.99998622
 PD1004!UTM  19      -   0.99999828  x   0.99978979  =   0.99978807
 PD1004
 PD1004:                Primary Azimuth Mark                     Grid Az
 PD1004:SPC ME E     -  GRAY                                     048 45 48.7
 PD1004:UTM  19      -  GRAY                                     048 24 44.3
 PD1004
 PD1004|---------------------------------------------------------------------|
 PD1004| PID    Reference Object                     Distance      Geod. Az  |
 PD1004|                                                           dddmmss.s |
 PD1004| PD1011 GRAY                                APPROX. 2.9 KM 0493042.8 |
 PD1004| PD1005 NO 3                                APPROX. 1.1 KM 0845313.2 |
 PD1004| PD1006 POINT OF MAIN                       APPROX. 2.4 KM 1205138.8 |
 PD1004| PD1027 MARSTIN RESET                       APPROX. 5.0 KM 3435611.2 |
 PD1004|---------------------------------------------------------------------|
 PD1004
 PD1004                          SUPERSEDED SURVEY CONTROL
 PD1004
 PD1004  NAD 83(1992)-  44 36 31.06797(N)    067 26 03.88068(W) AD(       ) 3
 PD1004  NAD 83(1986)-  44 36 31.06385(N)    067 26 03.88321(W) AD(       ) 3
 PD1004  NAD 27      -  44 36 30.78800(N)    067 26 05.92900(W) AD(       ) 3
 PD1004
 PD1004.Superseded values are not recommended for survey control.
 PD1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1004.See file dsdata.txt to determine how the superseded data were derived.
 PD1004
 PD1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK2423040668(NAD 83)
 PD1004
 PD1004  HISTORY     - Date     Condition        Report By
 PD1004  HISTORY     - 1883     MONUMENTED       CGS
 PD1004  HISTORY     - 1959     SEE DESCRIPTION  CGS
 PD1004
 PD1004                          STATION DESCRIPTION
 PD1004
 PD1004'DESCRIBED BY COAST AND GEODETIC SURVEY 1883 (CHB)
 PD1004'STATION IS ON THE W SIDE OF THE MOUTH OF LITTLE KENNEBEC BAY,
 PD1004'ABOUT 150 METERS FROM THE SHORE AND 1/3 MILE S OF THE WHARF AND
 PD1004'CANNING FACTORY (LOBSTER).  THE STATION IS A ROCKY KNUBBLE IN THE
 PD1004'SPRUCE GROWTH, ABOUT 100 METERS OUSIDE OF A FIELD, AND IS MARKED
 PD1004'BY A HOLE DRILLED IN THE ROCK.
 PD1004
 PD1004                          STATION RECOVERY (1959)
 PD1004
 PD1004'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GFW)
 PD1004'STATION NOT RECOVERED AFTER A THOROUGH SEARCH OF THE AREA.  THE
 PD1004'STATION IS PROBABLY STILL IN EXISTENCE BUT UNRECOVERABLE FROM THE
 PD1004'PUBLISHED DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB2642 ***********************************************************************
 AB2642  SACS        -  This is a Secondary Airport Control Station.
 AB2642  DESIGNATION -  BST A
 AB2642  PID         -  AB2642
 AB2642  STATE/COUNTY-  ME/WALDO
 AB2642  USGS QUAD   -  BELFAST (1979)
 AB2642
 AB2642                         *CURRENT SURVEY CONTROL
 AB2642  ___________________________________________________________________
 AB2642* NAD 83(1996)-  44 24 22.18498(N)    069 00 22.66738(W)     ADJUSTED  
 AB2642* NAVD 88     -        48.30   (meters)     158.5    (feet)  GPS OBS   
 AB2642  ___________________________________________________________________
 AB2642  X           -   1,635,132.848 (meters)                     COMP
 AB2642  Y           -  -4,261,066.274 (meters)                     COMP
 AB2642  Z           -   4,440,461.119 (meters)                     COMP
 AB2642  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 AB2642  ELLIP HEIGHT-          23.16  (meters)          (01/07/02) GPS OBS
 AB2642  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 AB2642
 AB2642  HORZ ORDER  -  FIRST
 AB2642  ELLP ORDER  -  FIFTH     CLASS I
 AB2642
 AB2642.This mark is at Belfast Municipal Airport (BST)
 AB2642
 AB2642.The horizontal coordinates were established by GPS observations
 AB2642.and adjusted by the National Geodetic Survey in July 1997..
 AB2642
 AB2642.The orthometric height was determined by GPS observations and a
 AB2642.high-resolution geoid model.
 AB2642
 AB2642.GPS derived orthometric heights for airport stations designated as
 AB2642.PACS or SACS are published to 2 decimal places.  This maintains
 AB2642.centimeter relative accuracy between the PACS and SACS.  It does
 AB2642.not indicate centimeter accuracy relative to other marks which are
 AB2642.part of the NAVD 88 network.
 AB2642
 AB2642.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2642
 AB2642.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2642
 AB2642.The ellipsoidal height was determined by GPS observations
 AB2642.and is referenced to NAD 83.
 AB2642
 AB2642.The geoid height was determined by GEOID03.
 AB2642
 AB2642;                    North         East     Units Scale Factor Converg.
 AB2642;SPC ME E     -    82,284.024   259,673.954   MT  0.99991999   -0 21 15.4
 AB2642;UTM  19      - 4,916,986.044   499,498.641   MT  0.99960000   -0 00 15.9
 AB2642
 AB2642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2642!SPC ME E     -   0.99999637  x   0.99991999  =   0.99991636
 AB2642!UTM  19      -   0.99999637  x   0.99960000  =   0.99959637
 AB2642
 AB2642                          SUPERSEDED SURVEY CONTROL
 AB2642
 AB2642  ELLIP H (07/24/97)   23.11   (m)                       GP(       ) 1 1
 AB2642  NAD 83(1992)-  44 24 22.18489(N)    069 00 22.66673(W) AD(1995.00) 1
 AB2642  ELLIP H (04/19/96)   23.12   (m)                       GP(1995.00) 3 1
 AB2642
 AB2642.Superseded values are not recommended for survey control.
 AB2642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2642.See file dsdata.txt to determine how the superseded data were derived.
 AB2642
 AB2642_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK9949916986(NAD 83)
 AB2642_MARKER: DD = SURVEY DISK
 AB2642_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB2642_STAMPING: BST A 1995
 AB2642_MARK LOGO: NGS   
 AB2642_PROJECTION: FLUSH
 AB2642_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2642+STABILITY: SURFACE MOTION
 AB2642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2642+SATELLITE: SATELLITE OBSERVATIONS - July 02, 1996
 AB2642_ROD/PIPE-DEPTH: 1.0  meters
 AB2642
 AB2642  HISTORY     - Date     Condition        Report By
 AB2642  HISTORY     - 1995     MONUMENTED       CHANCE
 AB2642  HISTORY     - 19960702 GOOD             NGS
 AB2642
 AB2642                          STATION DESCRIPTION
 AB2642
 AB2642'DESCRIBED BY JE CHANCE AND ASSOCIATES 1995 (CRL)
 AB2642'THE STATION IS LOCATED ABOUT 1.9 KM (1.20 MI) SOUTH OF DOWNTOWN
 AB2642'BELFAST, 1.0 KM (0.60 MI) SOUTHEAST OF THE JUNCTION OF U.S.  HWY 1 AND
 AB2642'STATE HWY 52, AT THE BELFAST MUNICIPAL AIRPORT EAST OF THE END OF
 AB2642'RUNWAY 33.  OWNERSHIP --TOWN OF BELFAST, DONALD THOMPSON - ASSISTANT
 AB2642'AIRPORT MANAGER, P.O.  BOX 342, BELFAST ME 04915, PHONE (207) 338-3602
 AB2642'TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 1 AND STATE
 AB2642'HWY 52 WHICH IS ABOUT 1.3 KM (0.80 MI) SOUTHWEST OF DOWNTOWN BELFAST,
 AB2642'GO SOUTHWEST FOR 1.0 KM (0.60 MI) ON HIGHWAY 1 TO A ROAD RIGHT AT THE
 AB2642'NATIONAL GUARD ARMORY.  TURN RIGHT AND GO SOUTHWEST FOR ABOUT 0.4 KM
 AB2642'(0.25 MI) ON THE PAVED ROAD, THEN GRAVELED ROAD TO THE AIRPORT GATE AT
 AB2642'ROADS END.  PASS THROUGH THE GATE AND PROCEED SOUTHEAST ALONG THE EAST
 AB2642'SIDE OF RUNWAY 15-33 FOR 0.5 KM (0.30 MI) TO THE STATION  THE STATION
 AB2642'IS THE CENTER OF A 5 CM SURVEY DISK SET INTO THE TOP OF A 1 M (3.3 FT)
 AB2642'LONG FENO PIPE, RECESSED 12 CM BELOW GROUND LEVEL AND ENCASED IN A
 AB2642'12.7 CM DIA PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE.  THREE
 AB2642'CIRCULAR ANCHOR PRONGS EXTEND FROM THE BOTTOM OF THE PIPE.  THE
 AB2642'STATION IS LOCATED 23.75 M (77.92 FT) EAST-NORTHEAST OF EASTERNMOST
 AB2642'THRESHHOLD LIGHT, 42.27 M (138.68 FT) NORTHEAST OF THE CENTERLINE END
 AB2642'OF RUNWAY 15-33, 66 M (216.5 FT) SOUTHEAST OF RUNWAY LIGHT ON EAST
 AB2642'SIDE OF RWY 33, 32 M (105.0 FT) WEST-SOUTHWEST OF TREELINE PARALLEL TO
 AB2642'RWY 33, AND 5 M (16.4 FT) NORTHWEST OF BRUSHLINE AND WITNESS POST
 AB2642'THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION
 AB2642'(SACS) - MAINE ANA SURVEYS 1995
 AB2642
 AB2642                          STATION RECOVERY (1996)
 AB2642
 AB2642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (ED)
 AB2642'THE STATION IS LOCATED ABOUT 1.9 KM (1.20 MI) SOUTH OF DOWNTOWN
 AB2642'BELFAST, 1.0 KM (0.60 MI) SOUTHEAST OF THE JUNCTION OF U.S.  HWY 1 AND
 AB2642'STATE HWY 52, AT THE BELFAST MUNICIPAL AIRPORT EAST OF THE END OF
 AB2642'RUNWAY 33.  OWNERSHIP --TOWN OF BELFAST, DONALD THOMPSON - ASSISTANT
 AB2642'AIRPORT MANAGER, P.O.  BOX 342, BELFAST ME 04915, PHONE (207) 338-3602
 AB2642'TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 1 AND STATE
 AB2642'HWY 52 WHICH IS ABOUT 1.3 KM (0.80 MI) SOUTHWEST OF DOWNTOWN BELFAST,
 AB2642'GO SOUTHWEST FOR 1.0 KM (0.60 MI) ON HIGHWAY 1 TO A ROAD RIGHT AT THE
 AB2642'NATIONAL GUARD ARMORY.  TURN RIGHT AND GO SOUTHWEST FOR ABOUT 0.4 KM
 AB2642'(0.25 MI) ON THE PAVED ROAD, THEN GRAVELED ROAD TO THE AIRPORT GATE AT
 AB2642'ROADS END.  PASS THROUGH THE GATE AND PROCEED SOUTHEAST ALONG THE EAST
 AB2642'SIDE OF RUNWAY 15-33 FOR 0.5 KM (0.30 MI) TO THE STATION THE STATION
 AB2642'IS THE CENTER OF A 5 CM SURVEY DISK SET INTO THE TOP OF A 1 M (3.3 FT)
 AB2642'LONG FENO PIPE, RECESSED 12 CM BELOW GROUND LEVEL AND ENCASED IN A
 AB2642'12.7 CM DIA PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE.  THREE
 AB2642'CIRCULAR ANCHOR PRONGS EXTEND FROM THE BOTTOM OF THE PIPE.  THE
 AB2642'STATION IS LOCATED 23.75 M (77.92 FT) EAST-NORTHEAST OF EASTERNMOST
 AB2642'THRESHHOLD LIGHT, 42.27 M (138.68 FT) NORTHEAST OF THE CENTERLINE END
 AB2642'OF RUNWAY 15-33, 66 M (216.5 FT) SOUTHEAST OF RUNWAY LIGHT ON EAST
 AB2642'SIDE OF RWY 33, 32 M (105.0 FT) WEST-SOUTHWEST OF TREELINE PARALLEL TO
 AB2642'RWY 33, AND 5 M (16.4 FT) NORTHWEST OF BRUSHLINE AND WITNESS POST THIS
 AB2642'STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION (SACS) -
 AB2642'MAINE ANA SURVEYS 1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1926 ***********************************************************************
 QF1926  DESIGNATION -  BUBAR 2 IBC
 QF1926  PID         -  QF1926
 QF1926  STATE/COUNTY-  ME/AROOSTOOK
 QF1926  USGS QUAD   -  ORIENT (1989)
 QF1926
 QF1926                         *CURRENT SURVEY CONTROL
 QF1926  ___________________________________________________________________
 QF1926* NAD 83(1996)-  45 48 54.35767(N)    067 48 15.07050(W)     ADJUSTED  
 QF1926* NAVD 88     -       165.     (meters)     541.     (feet)  SCALED    
 QF1926  ___________________________________________________________________
 QF1926  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 QF1926  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 QF1926
 QF1926  HORZ ORDER  -  THIRD
 QF1926
 QF1926.The horizontal coordinates were established by classical geodetic methods
 QF1926.and adjusted by the National Geodetic Survey in March 1998..
 QF1926
 QF1926.The orthometric height was scaled from a topographic map.
 QF1926
 QF1926.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1926
 QF1926.The geoid height was determined by GEOID03.
 QF1926
 QF1926;                    North         East     Units Scale Factor Converg.
 QF1926;SPC ME E     -   238,959.853   354,073.840   MT  0.99993594   +0 29 56.3
 QF1926;UTM  19      - 5,074,199.353   592,902.386   MT  0.99970611   +0 51 27.3
 QF1926
 QF1926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1926!SPC ME E     -   0.99997787  x   0.99993594  =   0.99991382
 QF1926!UTM  19      -   0.99997787  x   0.99970611  =   0.99968399
 QF1926
 QF1926:                Primary Azimuth Mark                     Grid Az
 QF1926:SPC ME E     -  REFERENCE MON 33=SUPER                   165 16 02.6
 QF1926:UTM  19      -  REFERENCE MON 33=SUPER                   164 54 31.6
 QF1926
 QF1926|---------------------------------------------------------------------|
 QF1926| PID    Reference Object                     Distance      Geod. Az  |
 QF1926|                                                           dddmmss.s |
 QF1926| QF1914 REFERENCE MON 33=SUPER              APPROX. 1.7 KM 1654558.9 |
 QF1926| QF1927 BUBAR 2 TABLET IBC                   28.050 METERS 19502     |
 QF1926|---------------------------------------------------------------------|
 QF1926
 QF1926                          SUPERSEDED SURVEY CONTROL
 QF1926
 QF1926  NAD 83(1992)-  45 48 54.35485(N)    067 48 15.06897(W) AD(       ) 3
 QF1926  NAD 83(1986)-  45 48 54.35963(N)    067 48 15.08908(W) AD(       ) 3
 QF1926  NAD 27      -  45 48 54.15047(N)    067 48 17.04405(W) AD(       ) 3
 QF1926
 QF1926.Superseded values are not recommended for survey control.
 QF1926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1926.See file dsdata.txt to determine how the superseded data were derived.
 QF1926
 QF1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9290274199(NAD 83)
 QF1926_MARKER: H = DRILL HOLE
 QF1926_SETTING: 80 = SET IN A BOULDER
 QF1926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1926+STABILITY: SURFACE MOTION
 QF1926
 QF1926  HISTORY     - Date     Condition        Report By
 QF1926  HISTORY     - 1911     MONUMENTED       IBC
 QF1926  HISTORY     - 1946     SEE DESCRIPTION  IBC
 QF1926
 QF1926                          STATION DESCRIPTION
 QF1926
 QF1926'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JEM)
 QF1926'ABOUT 1-1/8 MILES WEST OF THE MOUTH OF THE THOROUGHFARE AND ON THE
 QF1926'NORTH SIDE OF THE ROAD LEADING WEST FROM THE BRIDGE.  THE STATION IS
 QF1926'IN AN OPEN FILED 3 METERS INSIDE THE ROAD FENCE AND 21 METERS WEST OF
 QF1926'A SUBDIVISION FENCE.  THE STONE USED TO MARK THE STATION IS TOO SMALL
 QF1926'TO BE STABLE AND SHOULD BE CHECKED UP WITH THE REFERENCE MARK BEFORE
 QF1926'USING.
 QF1926'
 QF1926'STATION MARK--A DRILL HOLE IN A SMALL TRAPEZOIDAL STONE.  THE
 QF1926'REFERENCE MARK IS A BRONZE DISK SET IN A DRILL HOLE SURROUNDED BY A
 QF1926'TRIANGLE CUT IN THE TOP OF A BOULDER THAT MEASURES 1.2 BY 0.8 BY 0.4
 QF1926'METER.  THE REFERENCE MARK BEARS SOUTH 15 DEGREES 06 MINUTES WEST,
 QF1926'28.055 METERS FROM THE STATION, AND IS 2.2 METERS NORTH OF THE SOUTH
 QF1926'FENCE OF THE ROADWAY.
 QF1926
 QF1926                          STATION RECOVERY (1946)
 QF1926
 QF1926'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF1926'STATION BUBAR 2 TABLET REPORTED LOST IN 1946.  BUBAR 2 TABLET IS THE
 QF1926'REFERENCE DISK FOR BUBAR 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1927 ***********************************************************************
 QF1927  DESIGNATION -  BUBAR 2 TABLET IBC
 QF1927  PID         -  QF1927
 QF1927  STATE/COUNTY-  ME/AROOSTOOK
 QF1927  USGS QUAD   -  ORIENT (1989)
 QF1927
 QF1927                         *CURRENT SURVEY CONTROL
 QF1927  ___________________________________________________________________
 QF1927* NAD 83(1996)-  45 48 53.48027(N)    067 48 15.40762(W)     ADJUSTED  
 QF1927* NAVD 88     -       165.     (meters)     541.     (feet)  SCALED    
 QF1927  ___________________________________________________________________
 QF1927  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 QF1927  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 QF1927
 QF1927  HORZ ORDER  -  THIRD
 QF1927
 QF1927.The horizontal coordinates were established by classical geodetic methods
 QF1927.and adjusted by the National Geodetic Survey in March 1998..
 QF1927
 QF1927.The orthometric height was scaled from a topographic map.
 QF1927
 QF1927.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1927
 QF1927.The geoid height was determined by GEOID03.
 QF1927
 QF1927;                    North         East     Units Scale Factor Converg.
 QF1927;SPC ME E     -   238,932.703   354,066.799   MT  0.99993593   +0 29 56.1
 QF1927;UTM  19      - 5,074,172.166   592,895.516   MT  0.99970609   +0 51 27.0
 QF1927
 QF1927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1927!SPC ME E     -   0.99997787  x   0.99993593  =   0.99991381
 QF1927!UTM  19      -   0.99997787  x   0.99970609  =   0.99968397
 QF1927
 QF1927:                Primary Azimuth Mark                     Grid Az
 QF1927:SPC ME E     -  REFERENCE MON 31=ENTRANCE                087 49 49.8
 QF1927:UTM  19      -  REFERENCE MON 31=ENTRANCE                087 28 18.9
 QF1927
 QF1927|---------------------------------------------------------------------|
 QF1927| PID    Reference Object                     Distance      Geod. Az  |
 QF1927|                                                           dddmmss.s |
 QF1927| QF1963 REFERENCE MON 31=ENTRANCE           APPROX. 1.8 KM 0881945.9 |
 QF1927|---------------------------------------------------------------------|
 QF1927
 QF1927                          SUPERSEDED SURVEY CONTROL
 QF1927
 QF1927  NAD 83(1992)-  45 48 53.47746(N)    067 48 15.40608(W) AD(       ) 3
 QF1927  NAD 83(1986)-  45 48 53.48224(N)    067 48 15.42618(W) AD(       ) 3
 QF1927  NAD 27      -  45 48 53.27290(N)    067 48 17.38123(W) AD(       ) 3
 QF1927
 QF1927.Superseded values are not recommended for survey control.
 QF1927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1927.See file dsdata.txt to determine how the superseded data were derived.
 QF1927
 QF1927_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9289674172(NAD 83)
 QF1927_MARKER: DD = SURVEY DISK
 QF1927_SETTING: 80 = SET IN A BOULDER
 QF1927_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF1927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1927+STABILITY: SURFACE MOTION
 QF1927
 QF1927  HISTORY     - Date     Condition        Report By
 QF1927  HISTORY     - 1911     MONUMENTED       IBC
 QF1927
 QF1927                          STATION DESCRIPTION
 QF1927
 QF1927'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JEM)
 QF1927'THIS IS THE REFERENCE DISK FOR BUBAR 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1352 ***********************************************************************
 QG1352  DESIGNATION -  BUCK HILL
 QG1352  PID         -  QG1352
 QG1352  STATE/COUNTY-  ME/PISCATAQUIS
 QG1352  USGS QUAD   -  MONSON WEST (1989)
 QG1352
 QG1352                         *CURRENT SURVEY CONTROL
 QG1352  ___________________________________________________________________
 QG1352* NAD 83(1996)-  45 18 18.67731(N)    069 32 44.60070(W)     ADJUSTED  
 QG1352* NAVD 88     -       484.9    (meters)    1591.     (feet)  VERTCON   
 QG1352  ___________________________________________________________________
 QG1352  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 QG1352  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 QG1352
 QG1352  HORZ ORDER  -  FIRST
 QG1352
 QG1352.The horizontal coordinates were established by classical geodetic methods
 QG1352.and adjusted by the National Geodetic Survey in March 1998..
 QG1352
 QG1352.The NAVD 88 height was computed by applying the VERTCON shift value to
 QG1352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QG1352
 QG1352.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1352
 QG1352.The geoid height was determined by GEOID03.
 QG1352
 QG1352;                    North         East     Units Scale Factor Converg.
 QG1352;SPC ME E     -   182,589.143   217,995.223   MT  0.99998266   -0 44 36.3
 QG1352;SPC ME W     -   274,835.120   948,697.250   MT  0.99999581   +0 26 29.1
 QG1352;UTM  19      - 5,016,998.680   457,217.677   MT  0.99962250   -0 23 16.6
 QG1352
 QG1352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1352!SPC ME E     -   0.99992787  x   0.99998266  =   0.99991054
 QG1352!SPC ME W     -   0.99992787  x   0.99999581  =   0.99992369
 QG1352!UTM  19      -   0.99992787  x   0.99962250  =   0.99955040
 QG1352
 QG1352:                Primary Azimuth Mark                     Grid Az
 QG1352:SPC ME E     -  BARREN MT                                048 53 52.2
 QG1352:SPC ME W     -  BARREN MT                                047 42 46.8
 QG1352:UTM  19      -  BARREN MT                                048 32 32.5
 QG1352
 QG1352|---------------------------------------------------------------------|
 QG1352| PID    Reference Object                     Distance      Geod. Az  |
 QG1352|                                                           dddmmss.s |
 QG1352| QG1346 BARREN MT                           APPROX.18.4 KM 0480915.9 |
 QG1352| DA4915 BUCK HILL RM 1                       17.708 METERS 23136     |
 QG1352| DA4916 BUCK HILL RM 2                       18.718 METERS 31143     |
 QG1352|---------------------------------------------------------------------|
 QG1352
 QG1352                          SUPERSEDED SURVEY CONTROL
 QG1352
 QG1352  NAD 83(1992)-  45 18 18.67531(N)    069 32 44.59557(W) AD(       ) 1
 QG1352  NAD 83(1986)-  45 18 18.67875(N)    069 32 44.60397(W) AD(       ) 1
 QG1352  NAD 27      -  45 18 18.50500(N)    069 32 46.41800(W) AD(       ) 1
 QG1352  NGVD 29 (07/19/86)  485.1    (m)         1592.     (f) VERT ANG       
 QG1352
 QG1352.Superseded values are not recommended for survey control.
 QG1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1352.See file dsdata.txt to determine how the superseded data were derived.
 QG1352
 QG1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL5721816999(NAD 83)
 QG1352_MARKER: DS = TRIANGULATION STATION DISK
 QG1352_SETTING: 66 = SET IN ROCK OUTCROP
 QG1352_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 QG1352
 QG1352  HISTORY     - Date     Condition        Report By
 QG1352  HISTORY     - 1941     MONUMENTED       CGS
 QG1352  HISTORY     - 1955     GOOD             CGS
 QG1352  HISTORY     - 1975     GOOD             NGS
 QG1352
 QG1352                          STATION DESCRIPTION
 QG1352
 QG1352'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 QG1352'STATION IS ABOUT 3.0 MILES W BY N OF MONSON, 11.0 MILES NW OF
 QG1352'GUILFORD, AND 16.0 MILES WNW OF DOVER-FOXCROFT, ON THE HIGHEST
 QG1352'POINT OF A ROUND HILL LOCALLY KNOWN AS BUCK HILL, AND ON LAND
 QG1352'OWNED BY CLARK TOWN.  IT IS ON A LEDGE OF SLATE ROCK 25 FEET W OF
 QG1352'A 10-INCH TRIANGULAR BLAZED PINE TREE.  THE DISK IS STAMPED BUCK
 QG1352'HILL 1941 AND IS SET FLUSH WITH THE ROCK.
 QG1352'
 QG1352'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN
 QG1352'DRILL HOLES IN OUTCROPPING BEDROCK.
 QG1352'
 QG1352'REFERENCE MARK NO.1 IS SET IN BEDROCK AND ABOUT 3 FEET LOWER IN
 QG1352'ELEVATION THAN THE STATION.  IT IS STAMPED BUCK HILL NO.1 1941,
 QG1352'AND IS FLUSH WITH THE ROCK SURFACE.
 QG1352'
 QG1352'REFERENCE MARK NO.2 IS SET IN BEDROCK AND ABOUT THE SAME
 QG1352'ELEVATION AS THE STATION.  IT IS STAMPED BUCK HILL NO.2 1941, AND
 QG1352'IS FLUSH WITH THE ROCK SURFACE.
 QG1352'
 QG1352'TO REACH THE STATION FROM THE POST OFFICE IN MONSON, GO W ON
 QG1352'STATE HIGHWAY 15 FOR 1.3 MILES TO A SIDE ROAD LEFT, TURN LEFT ON
 QG1352'DIRT ROAD AND GO 1.0 MILE TO AN OLD DILAPIDATED BARN AND HOUSE
 QG1352'ON THE RIGHT, TURN RIGHT THROUGH THE DRIVEWAY AND GO IN A
 QG1352'WESTERLY DIRECTION TO THE TOP OF THE RIDGE AND EDGE OF THE WOODS
 QG1352'AND END OF TRUCK TRAVEL.  FROM THIS POINT FOLLOW A WOODS ROAD
 QG1352'UP RIDGE ABOUT 0.3 MILE TO ITS END, CONTINUE UP MOUNTAIN
 QG1352'FOLLOWING A BLAZED TRAIL IN A WESTERLY DIRECTION FOR ABOUT 0.5
 QG1352'MILE TO THE STATION.
 QG1352'
 QG1352'NOTE--A 35-FOOT POLE TOWER REQUIRED TO CLEAR ALL LINES.
 QG1352'
 QG1352'HEIGHT OF LIGHT ABOVE STATION MARK 10 METERS.
 QG1352
 QG1352                          STATION RECOVERY (1955)
 QG1352
 QG1352'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WRH)
 QG1352'THE STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 QG1352'COMPLETE DESCRIPTION FOLLOWS.
 QG1352'
 QG1352'THE STATION IS LOCATED ON THE HIGHEST POINT OF A HEAVILY TIMBERED
 QG1352'ROUND TOPPED HILL THAT IS LOCALLY KNOWN AS BUCK HILL.  IT IS ABOUT
 QG1352'2-1/2 MILES AIRLINE NORTHWEST OF MONSON, 5 MILES AIRLINE SOUTHEAST
 QG1352'OF SHIRLEY MILLS, AND 3 MILES AIRLINE NORTHEAST OF BLANCHARD.
 QG1352'
 QG1352'TO REACH FROM THE U.S. POST OFFICE IN MONSON, GO NORTHWEST ON
 QG1352'STATE HIGHWAY 15 FOR 1.3 MILES TO A SIDE ROAD LEFT AT AN OLD
 QG1352'HOUSE ON THE RIGHT.  TURN LEFT AND GO WEST ON TRACK ROAD FOR 1.0
 QG1352'MILE TO AN OPENING IN A ROCK FENCE AT A MEADOW ON THE RIGHT.  GO
 QG1352'THROUGH OPENING AND GO NORTH ACROSS MEADOW FOR 0.1 MILE TO ITS
 QG1352'NORTH END.  FROM HERE PACK NORTHERLY ON DIM TRAIL ALONG BASE OF
 QG1352'HILL FOR ABOUT 180 YARDS TO A BLAZED TREE ON THE LEFT.  TURN
 QG1352'LEFT OFF OF TRAIL AND FOLLOW BLAZED ROUTE NORTHWESTERLY UPHILL
 QG1352'FOR ABOUT 45 MINUTES TO TOP OF HILL AND THE STATION.
 QG1352'
 QG1352'THE STATION MARK IS A STANDARD DISK STAMPED BUCK HILL 1941,
 QG1352'CEMENTED IN A DRILL HOLE IN THE CENTER OF A LARGE BARE BEDROCK
 QG1352'AREA.  IT IS 20 FEET WEST OF A TRIANGULAR-BLAZED 20-INCH PINE.
 QG1352'
 QG1352'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BUCK HILL
 QG1352'NO 1 1941, CEMENTED IN A DRILL HOLE IN A LARGE BEDROCK SLAB
 QG1352'FLUSH WITH THE GROUND.  IT IS ABOUT THE SAME ELEVATION AS THE
 QG1352'STATION.
 QG1352'
 QG1352'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BUCK HILL
 QG1352'NO 2 1941, CEMENTED IN A DRILL HOLE IN THE TOP EDGE OF A LARGE
 QG1352'BEDROCK SLAB THAT SLOPES STEEPLY DOWNWARD TO THE NORTH.  IT IS
 QG1352'ABOUT 5 FEET LOWER THAN THE STATION.
 QG1352
 QG1352                          STATION RECOVERY (1975)
 QG1352
 QG1352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 QG1352'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 QG1352'GOOD CONDITION AS DESCRIBED BY PLB IN 1941 WITH THE FOLLOWING
 QG1352'EXCEPTIONS.
 QG1352'
 QG1352'REFERENCE MARK 1 IS SSW OF THE STATION MARK AND REFERENCE MARK 2
 QG1352'IS WNW OF THE STATION MARK.  THESE DIRECTIONS WERE REVERSED ON
 QG1352'THE 1941 DESCRIPTION.  ALSO, REFERENCE MARK 2 IS APPROXIMATELY 6
 QG1352'FEET BELOW THE LEVEL OF THE STATION MARK INSTEAD OF BEING ON THE
 QG1352'SAME LEVEL AS STATED IN 1941.  REFERENCE MARK 1 IS ABOUT THE SAME
 QG1352'LEVEL AS THE STATION MARK AS OPPOSED TO BEING 3 FEET BELOW THE
 QG1352'LEVEL OF THE STATION MARK AS STATED IN 1941.
 QG1352'
 QG1352'THE LOCATED AND TO REACH SECTIONS OF THE 1941 DESCRIPTION ARE
 QG1352'ADEQUATE AT THIS TIME.
 QG1352'
 QG1352'THIS STATION WAS USED FOR CHECK ANGLE PURPOSES ONLY, AND VISITED
 QG1352'ONLY BY LIGHTKEEPERS AND MIRRORTENDERS.
 QG1352'
 QG1352'HEIGHT OF LIGHT ABOVE STATION MARK 35 FEET.
 QG1352'
 QG1352'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QG1352'2.8 MILES NW OF MONSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1866 ***********************************************************************
 QF1866  DESIGNATION -  BUCK IBC
 QF1866  PID         -  QF1866
 QF1866  STATE/COUNTY-  ME/AROOSTOOK
 QF1866  USGS QUAD   -  ORIENT (1989)
 QF1866
 QF1866                         *CURRENT SURVEY CONTROL
 QF1866  ___________________________________________________________________
 QF1866* NAD 83(1996)-  45 49 59.57624(N)    067 45 53.55771(W)     ADJUSTED  
 QF1866* NAVD 88     -       133.     (meters)     436.     (feet)  SCALED    
 QF1866  ___________________________________________________________________
 QF1866  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 QF1866  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 QF1866
 QF1866  HORZ ORDER  -  THIRD
 QF1866
 QF1866.The horizontal coordinates were established by classical geodetic methods
 QF1866.and adjusted by the National Geodetic Survey in March 1998..
 QF1866
 QF1866.The orthometric height was scaled from a topographic map.
 QF1866
 QF1866.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1866
 QF1866.The geoid height was determined by GEOID03.
 QF1866
 QF1866;                    North         East     Units Scale Factor Converg.
 QF1866;SPC ME E     -   241,000.588   357,110.141   MT  0.99994008   +0 31 38.4
 QF1866;UTM  19      - 5,076,258.584   595,925.162   MT  0.99971312   +0 53 09.7
 QF1866
 QF1866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1866!SPC ME E     -   0.99998289  x   0.99994008  =   0.99992297
 QF1866!UTM  19      -   0.99998289  x   0.99971312  =   0.99969601
 QF1866
 QF1866:                Primary Azimuth Mark                     Grid Az
 QF1866:SPC ME E     -  REFERENCE MON 20=ENTRANCE                143 32 54.2
 QF1866:UTM  19      -  REFERENCE MON 20=ENTRANCE                143 11 22.9
 QF1866
 QF1866|---------------------------------------------------------------------|
 QF1866| PID    Reference Object                     Distance      Geod. Az  |
 QF1866|                                                           dddmmss.s |
 QF1866| QF1859 REFERENCE MON 20=ENTRANCE           478.817 METERS 1440432.6 |
 QF1866| QF1867 WALL IBC                            APPROX. 0.5 KM 1810100.9 |
 QF1866| QF1871 DEER IBC                            227.273 METERS 26434     |
 QF1866| QF1873 FAWN IBC                            367.609 METERS 31800     |
 QF1866| QF1870 CALF IBC                            449.924 METERS 3430105.5 |
 QF1866|---------------------------------------------------------------------|
 QF1866
 QF1866                          SUPERSEDED SURVEY CONTROL
 QF1866
 QF1866  NAD 83(1992)-  45 49 59.57351(N)    067 45 53.55624(W) AD(       ) 3
 QF1866  NAD 83(1986)-  45 49 59.57945(N)    067 45 53.57648(W) AD(       ) 3
 QF1866  NAD 27      -  45 49 59.37126(N)    067 45 55.53387(W) AD(       ) 3
 QF1866
 QF1866.Superseded values are not recommended for survey control.
 QF1866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1866.See file dsdata.txt to determine how the superseded data were derived.
 QF1866
 QF1866_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9592576259(NAD 83)
 QF1866_MARKER: DD = SURVEY DISK
 QF1866_SETTING: 80 = SET IN A BOULDER
 QF1866_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF1866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1866+STABILITY: SURFACE MOTION
 QF1866
 QF1866  HISTORY     - Date     Condition        Report By
 QF1866  HISTORY     - 1921     MONUMENTED       IBC
 QF1866  HISTORY     - 1955     GOOD             IBC
 QF1866  HISTORY     - 1972     GOOD             IBC
 QF1866
 QF1866                          STATION DESCRIPTION
 QF1866
 QF1866'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1921 (NWS)
 QF1866'ON A SMALL WILLOW - COVERED ISLAND AT HIGH WATER, OFF THE FIRST
 QF1866'CANADIAN POINT ON MONUMENT BROOK, ABOUT 300 METERS ABOVE NORTH LAKE.
 QF1866'
 QF1866'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE IN THE ONLY LARGE
 QF1866'ROCK ALONG THIS PART OF THE STREAM, 5 FEET IN DIAMETER AND RISING 2
 QF1866'FEET ABOVE HIGH WATER.
 QF1866
 QF1866                          STATION RECOVERY (1955)
 QF1866
 QF1866'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1866'STATION RECOVERED IN GOOD CONDITION.
 QF1866
 QF1866                          STATION RECOVERY (1972)
 QF1866
 QF1866'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1866'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0780 ***********************************************************************
 PD0780  DESIGNATION -  BUCKMAN 1910
 PD0780  PID         -  PD0780
 PD0780  STATE/COUNTY-  ME/WASHINGTON
 PD0780  USGS QUAD   -  EASTPORT (1977)
 PD0780
 PD0780                         *CURRENT SURVEY CONTROL
 PD0780  ___________________________________________________________________
 PD0780* NAD 83(1996)-  44 53 51.87356(N)    066 59 21.76271(W)     ADJUSTED  
 PD0780* NAVD 88     -                                                        
 PD0780  ___________________________________________________________________
 PD0780  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 PD0780  GEOID HEIGHT-         -22.44  (meters)                     GEOID03
 PD0780
 PD0780  HORZ ORDER  -  THIRD
 PD0780
 PD0780.The horizontal coordinates were established by classical geodetic methods
 PD0780.and adjusted by the National Geodetic Survey in March 1998..
 PD0780
 PD0780
 PD0780.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0780
 PD0780.The geoid height was determined by GEOID03.
 PD0780
 PD0780;                    North         East     Units Scale Factor Converg.
 PD0780;SPC ME E     -   137,890.994   419,307.531   MT  1.00007498   +1 03 59.0
 PD0780;UTM  19      - 4,973,557.482   658,749.510   MT  0.99990990   +1 25 10.1
 PD0780
 PD0780:                Primary Azimuth Mark                     Grid Az
 PD0780:SPC ME E     -  CAMPOBELLO                               077 33 35.5
 PD0780:UTM  19      -  CAMPOBELLO                               077 12 24.4
 PD0780
 PD0780|---------------------------------------------------------------------|
 PD0780| PID    Reference Object                     Distance      Geod. Az  |
 PD0780|                                                           dddmmss.s |
 PD0780| PD0806 CAMPOBELLO                          APPROX. 2.7 KM 0783734.5 |
 PD0780| PD0897 LUBEC STANDPIPE                     APPROX. 6.3 KM 1953225.5 |
 PD0780|---------------------------------------------------------------------|
 PD0780
 PD0780                          SUPERSEDED SURVEY CONTROL
 PD0780
 PD0780  NAD 83(1992)-  44 53 51.86297(N)    066 59 21.76443(W) AD(       ) 3
 PD0780  NAD 83(1986)-  44 53 51.85983(N)    066 59 21.76604(W) AD(       ) 3
 PD0780  NAD 27      -  44 53 51.56800(N)    066 59 23.84500(W) AD(       ) 3
 PD0780
 PD0780.Superseded values are not recommended for survey control.
 PD0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0780.See file dsdata.txt to determine how the superseded data were derived.
 PD0780
 PD0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5875073557(NAD 83)
 PD0780
 PD0780  HISTORY     - Date     Condition        Report By
 PD0780  HISTORY     - 1910     MONUMENTED       CGS
 PD0780  HISTORY     - 1913     SEE DESCRIPTION  CGS
 PD0780
 PD0780                          STATION DESCRIPTION
 PD0780
 PD0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (JEM)
 PD0780'THE STATION IS ON THE W SIDE OF FRIAR ROAD, ON BUCKMAN HEAD,
 PD0780'WHICH IS THE SE CORNER OF MOOSE ISLAND, AND ABOUT 1/4 MILE S
 PD0780'OF THE SOUTHERN EXTREMITY OF EASTPORT.  THE STATION IS ON A
 PD0780'SMALL LEDGE 2.3 METERS E OF ITS WESTERN EDGE.  IT IS ABOUT 45
 PD0780'METERS NE OF JAMES DAVIS HOUSE AND 4 METERS FROM HIS FENCE.
 PD0780'
 PD0780'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 PD0780'IN A BOULDER.
 PD0780'
 PD0780'A STANDARD BRONZE REFERENCE DISK SET IN AN IRREGULAR MASS
 PD0780'OF CONCRETE, WITH THE ARROW POINTING TOWARD THE STATION, IS 31.63
 PD0780'METERS FROM THE STATION, AND IN RANGE WITH THE TALL BLACK STACK
 PD0780'OF SEACOAST FACTORY NO. 4 AND THE CHIMNEY OF L.L. CLARKS
 PD0780'FACTORY.  THE REFERENCE MARK IS 0.45 METER FROM THE DAVIS FENCE
 PD0780'AND 23 METERS E OF THE CENTER OF THE WALK ON HIGH STREET.  THE
 PD0780'STATION COULD NOT BE FOUND IN 1919.
 PD0780'
 PD0780'STATION NOT RECOVERED BY MAINE GEOD.S. IN 1935 OR BY N.W.S. IN
 PD0780'1946.  CONSIDERABLE BLASTING IN THIS VICINITY IN RECENT YEARS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0788 ***********************************************************************
 PD0788  DESIGNATION -  BUCKMAN HEAD REF MARK
 PD0788  PID         -  PD0788
 PD0788  STATE/COUNTY-  ME/WASHINGTON
 PD0788  USGS QUAD   -  EASTPORT (1977)
 PD0788
 PD0788                         *CURRENT SURVEY CONTROL
 PD0788  ___________________________________________________________________
 PD0788* NAD 83(1996)-  44 53 51.21762(N)    066 59 08.81581(W)     ADJUSTED  
 PD0788* NAVD 88     -                                                        
 PD0788  ___________________________________________________________________
 PD0788  LAPLACE CORR-           2.30  (seconds)                    DEFLEC99
 PD0788  GEOID HEIGHT-         -22.44  (meters)                     GEOID03
 PD0788
 PD0788  HORZ ORDER  -  THIRD
 PD0788
 PD0788.The horizontal coordinates were established by classical geodetic methods
 PD0788.and adjusted by the National Geodetic Survey in March 1998..
 PD0788
 PD0788
 PD0788.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0788
 PD0788.The geoid height was determined by GEOID03.
 PD0788
 PD0788;                    North         East     Units Scale Factor Converg.
 PD0788;SPC ME E     -   137,876.041   419,591.947   MT  1.00007582   +1 04 08.1
 PD0788;UTM  19      - 4,973,544.285   659,033.965   MT  0.99991101   +1 25 19.3
 PD0788
 PD0788                          SUPERSEDED SURVEY CONTROL
 PD0788
 PD0788  NAD 83(1992)-  44 53 51.20700(N)    066 59 08.81759(W) AD(       ) 3
 PD0788  NAD 83(1986)-  44 53 51.20376(N)    066 59 08.81897(W) AD(       ) 3
 PD0788  NAD 27      -  44 53 50.91100(N)    066 59 10.89200(W) AD(       ) 3
 PD0788
 PD0788.Superseded values are not recommended for survey control.
 PD0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0788.See file dsdata.txt to determine how the superseded data were derived.
 PD0788
 PD0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5903473544(NAD 83)
 PD0788_MARKER: DD = SURVEY DISK
 PD0788_SETTING: 66 = SET IN ROCK OUTCROP
 PD0788_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 PD0788_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0788+STABILITY: POSITION/ELEVATION WELL
 PD0788
 PD0788  HISTORY     - Date     Condition        Report By
 PD0788  HISTORY     - 1913     MONUMENTED       IBC
 PD0788  HISTORY     - 1919     SEE DESCRIPTION  CGS
 PD0788  HISTORY     - 1955     MARK NOT FOUND   IBC
 PD0788
 PD0788                          STATION DESCRIPTION
 PD0788
 PD0788'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1913 (AJB)
 PD0788'ON THE NE SIDE OF BUCKMAN HEAD ON MOOSE ISLAND IN PASSAMAQUODDY BAY,
 PD0788'IN THE SOUTHERN EDGE OF EASTPORT, ME.  THE STATION IS ABOUT 80 FEET E
 PD0788'OF RANGE MARK 19, ABOUT 120 FEET FROM THE BAY, AND ON THE LINE FROM
 PD0788'RANGE MARKS 19 AND 20 TO BOUNDARY TURNING POINT NO 6.
 PD0788'
 PD0788'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE IN ROCK.
 PD0788
 PD0788                          STATION RECOVERY (1919)
 PD0788
 PD0788'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1919 (JH)
 PD0788'STATION IS ON THE NE SIDE OF BUCKMAN HEAD ON MOOSE ISLAND IN
 PD0788'PASSAMAQUODDY BAY, IN THE SOUTHERN EDGE OF EASTPORT, MAINE.
 PD0788'
 PD0788'THE STATION IS ABOUT 80 FEET E OF RANGE MARK 19, ABOUT 120 FEET
 PD0788'FROM THE BAY, AND ON THE LINE FROM RANGE MARK 19, AND 20 TO
 PD0788'BOUNDARY TURNING POINT NO. 6.
 PD0788'
 PD0788'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE IN ROCK.
 PD0788
 PD0788                          STATION RECOVERY (1955)
 PD0788
 PD0788'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 PD0788'BURIED AND GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0506 ***********************************************************************
 OB0506  DESIGNATION -  BUCKNER 1860
 OB0506  PID         -  OB0506
 OB0506  STATE/COUNTY-  ME/SAGADAHOC
 OB0506  USGS QUAD   -  BATH (1980)
 OB0506
 OB0506                         *CURRENT SURVEY CONTROL
 OB0506  ___________________________________________________________________
 OB0506* NAD 83(1996)-  43 57 11.85890(N)    069 51 33.51269(W)     ADJUSTED  
 OB0506* NAVD 88     -        27.     (meters)      89.     (feet)  SCALED    
 OB0506  ___________________________________________________________________
 OB0506  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 OB0506  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 OB0506
 OB0506  HORZ ORDER  -  THIRD
 OB0506
 OB0506.The horizontal coordinates were established by classical geodetic methods
 OB0506.and adjusted by the National Geodetic Survey in March 1998..
 OB0506
 OB0506.The orthometric height was scaled from a topographic map.
 OB0506
 OB0506.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0506
 OB0506.The geoid height was determined by GEOID03.
 OB0506
 OB0506;                    North         East     Units Scale Factor Converg.
 OB0506;SPC ME W     -   124,469.880   924,670.494   MT  0.99997415   +0 12 48.0
 OB0506;UTM  19      - 4,867,044.219   431,051.537   MT  0.99965847   -0 35 47.2
 OB0506
 OB0506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0506!SPC ME W     -   0.99999985  x   0.99997415  =   0.99997400
 OB0506!UTM  19      -   0.99999985  x   0.99965847  =   0.99965832
 OB0506
 OB0506:                Primary Azimuth Mark                     Grid Az
 OB0506:SPC ME W     -  BOWDINHAM BROWN SPIRE                    332 15 26.5
 OB0506:UTM  19      -  BOWDINHAM BROWN SPIRE                    333 04 01.7
 OB0506
 OB0506|---------------------------------------------------------------------|
 OB0506| PID    Reference Object                     Distance      Geod. Az  |
 OB0506|                                                           dddmmss.s |
 OB0506| PE2451 BOWDINHAM BROWN SPIRE               APPROX. 7.0 KM 3322814.5 |
 OB0506| PE2450 BOWDINHAM WHITE SPIRE               APPROX. 7.0 KM 3331038.7 |
 OB0506| OB0507 HOUSE CHIMNEY IN CENTER             APPROX. 3.4 KM 3512132.3 |
 OB0506|---------------------------------------------------------------------|
 OB0506
 OB0506                          SUPERSEDED SURVEY CONTROL
 OB0506
 OB0506  NAD 83(1992)-  43 57 11.85775(N)    069 51 33.51199(W) AD(       ) 3
 OB0506  NAD 83(1986)-  43 57 11.86321(N)    069 51 33.51715(W) AD(       ) 3
 OB0506  NAD 27      -  43 57 11.57900(N)    069 51 35.35200(W) AD(       ) 3
 OB0506
 OB0506.Superseded values are not recommended for survey control.
 OB0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0506.See file dsdata.txt to determine how the superseded data were derived.
 OB0506
 OB0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3105267044(NAD 83)
 OB0506
 OB0506  HISTORY     - Date     Condition        Report By
 OB0506  HISTORY     - 1860     MONUMENTED       CGS
 OB0506  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OB0506  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0506
 OB0506                          STATION DESCRIPTION
 OB0506
 OB0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1860 (FPW)
 OB0506'ON A LEDGE OF ROCK ON THE W BANK OF THE ANDROSCOGGIN RIVER AT ITS
 OB0506'JUNCTION WITH MERRYMAKING BAY.  THE STATION IS ABOUT 100 METERS
 OB0506'FROM THE WATERS EDGE AND IS ABOUT 3 MILES NW OF BATH AND A MILE
 OB0506'W OF THE KENNEBEC RIVER.  IT IS MARKED BY A HOLE DRILLED IN THE
 OB0506'ROCK.  THE LAND IS OWNED BY MR. HARRIS, WHOSE HOUSE IS A SHORT
 OB0506'DISTANCE TO THE SW.
 OB0506
 OB0506                          STATION RECOVERY (1933)
 OB0506
 OB0506'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OB0506'STATION WAS RECOVERED, ON A LEDGE OF ROCK ON THE W BANK OF THE
 OB0506'ANDROSCOGGIN RIVER AT ITS JUNCTION WITH MERRYMAKING BAY.  THE
 OB0506'STATION IS ABOUT 150 METERS FROM THE ABRUPT RIVER BANK AND
 OB0506'ABOUT 500 YARDS NNE OF THE REMAINS OF THE OLD HARRIS FARM
 OB0506'HOUSE.  IT IS ABOUT 35 METERS NE OF A RIGHT ANGLE BEND IN A STONE
 OB0506'FENCE AT THE SE CORNER OF A SMALL CULTIVATED FIELD.  STATION
 OB0506'WAS RE-MARKED AS FOLLOWS--REFERENCE MARKS ARE STANDARD BRONZE
 OB0506'DISKS WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.
 OB0506'
 OB0506'REFERENCE MARK NO. 1, IS 4.115 METERS E OF STATION.
 OB0506'
 OB0506'REFERENCE MARK NO. 2, IS 5.700 METERS SE OF STATION.
 OB0506'
 OB0506'REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2 IS 4.620 METERS.
 OB0506'
 OB0506'TO REACH THE STATION, TURN N OFF U.S. HIGHWAY 1 ON SIDE ROAD
 OB0506'LEADING UP W SIDE OF NEW MEADOWS RIVER.  CONTINUE 0.6 MILE TO
 OB0506'RIGHT ANGLE TURN IN ROAD AND TAKE TRAIL TO NW ALONG W SIDE OF
 OB0506'RIDGE ABOUT 1/2 MILE TO THE REMAINS OF THE OLD HARRIS FARMHOUSE.
 OB0506'
 OB0506'STATION WAS NOT USED IN THE 1933 TRIANGULATION.
 OB0506
 OB0506                          STATION RECOVERY (1942)
 OB0506
 OB0506'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (HOF)
 OB0506'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED, EXCEPT FOR
 OB0506'THE FOLLOWING DISCREPANCIES--
 OB0506'
 OB0506'THE NAME OF THE BAY IS MERRYMEETING, NOT MERRYMAKING.
 OB0506'
 OB0506'R.M. 2 TO STATION IS 5.700 METERS (OLD MEASUREMENT).
 OB0506'
 OB0506'R.M. 2 TO STATION IS 5.08 METERS (NEW MEASUREMENT).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1033 ***********************************************************************
 PD1033  DESIGNATION -  BUCKS 1862
 PD1033  PID         -  PD1033
 PD1033  STATE/COUNTY-  ME/WASHINGTON
 PD1033  USGS QUAD   -  MACHIAS (1977)
 PD1033
 PD1033                         *CURRENT SURVEY CONTROL
 PD1033  ___________________________________________________________________
 PD1033* NAD 83(1996)-  44 39 19.69960(N)    067 22 52.21396(W)     ADJUSTED  
 PD1033* NAVD 88     -        73.     (meters)     240.     (feet)  SCALED    
 PD1033  ___________________________________________________________________
 PD1033  LAPLACE CORR-           4.93  (seconds)                    DEFLEC99
 PD1033  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 PD1033
 PD1033  HORZ ORDER  -  THIRD
 PD1033
 PD1033.The horizontal coordinates were established by classical geodetic methods
 PD1033.and adjusted by the National Geodetic Survey in March 1998..
 PD1033
 PD1033.The orthometric height was scaled from a topographic map.
 PD1033
 PD1033.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1033
 PD1033.The geoid height was determined by GEOID03.
 PD1033
 PD1033;                    North         East     Units Scale Factor Converg.
 PD1033;SPC ME E     -   110,469.474   388,734.431   MT  0.99999680   +0 47 11.1
 PD1033;UTM  19      - 4,945,953.449   628,351.061   MT  0.99980259   +1 08 16.6
 PD1033
 PD1033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD1033!SPC ME E     -   0.99999215  x   0.99999680  =   0.99998895
 PD1033!UTM  19      -   0.99999215  x   0.99980259  =   0.99979475
 PD1033
 PD1033:                Primary Azimuth Mark                     Grid Az
 PD1033:SPC ME E     -  AVERY ROCK LIGHT                         091 59 19.3
 PD1033:UTM  19      -  AVERY ROCK LIGHT                         091 38 13.8
 PD1033
 PD1033|---------------------------------------------------------------------|
 PD1033| PID    Reference Object                     Distance      Geod. Az  |
 PD1033|                                                           dddmmss.s |
 PD1033| PD0981 AVERY ROCK LIGHT                    APPROX. 2.9 KM 0924630.4 |
 PD1033| PD1032 FLETCHER 1882                       APPROX. 4.7 KM 3593221.0 |
 PD1033|---------------------------------------------------------------------|
 PD1033
 PD1033                          SUPERSEDED SURVEY CONTROL
 PD1033
 PD1033  NAD 83(1992)-  44 39 19.69555(N)    067 22 52.21155(W) AD(       ) 3
 PD1033  NAD 83(1986)-  44 39 19.69154(N)    067 22 52.21393(W) AD(       ) 3
 PD1033  NAD 27      -  44 39 19.41400(N)    067 22 54.25300(W) AD(       ) 3
 PD1033
 PD1033.Superseded values are not recommended for survey control.
 PD1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1033.See file dsdata.txt to determine how the superseded data were derived.
 PD1033
 PD1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK2835145953(NAD 83)
 PD1033
 PD1033  HISTORY     - Date     Condition        Report By
 PD1033  HISTORY     - 1862     MONUMENTED       COASUR
 PD1033  HISTORY     - 1913     SEE DESCRIPTION  CGS
 PD1033  HISTORY     - 1973     SEE DESCRIPTION  MEDT
 PD1033
 PD1033                          STATION DESCRIPTION
 PD1033
 PD1033'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 PD1033'STATION IS ON THE TOP OF A PROMINENT HILL ABOUT 3 MILES SSE OF
 PD1033'MACHIASPORT, ABOUT MIDWAY BETWEEN ZARABEE AND BUCKS HARBOR AND
 PD1033'ABOUT 1/4 MILE E OF THE ROAD CONNECTING THEM.  THE HILL IS COVERED
 PD1033'WITH BRUSH AND TREES, EXCEPT AT THE SUMMIT, WHICH IS BARE.  IN
 PD1033'MOST DIRECTIONS THE TIMBER DOES NOT REACH HIGH ENOUGH TO OBSTRUCT
 PD1033'THE VIEW.  THE STATION IS ON THE HIGHEST POINT OF THE LEDGE AT
 PD1033'THE SUMMIT AND IS MARKED BY A DRILL HOLE SURROUNDED BY A
 PD1033'TRIANGLE CUT IN ROCK.
 PD1033
 PD1033                          STATION RECOVERY (1973)
 PD1033
 PD1033'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1973
 PD1033'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1036 ***********************************************************************
 PD1036  DESIGNATION -  BUCKS HARBOR USAF STA N RADOME
 PD1036  PID         -  PD1036
 PD1036  STATE/COUNTY-  ME/WASHINGTON
 PD1036  USGS QUAD   -  MACHIAS (1977)
 PD1036
 PD1036                         *CURRENT SURVEY CONTROL
 PD1036  ___________________________________________________________________
 PD1036* NAD 83(1996)-  44 37 46.12510(N)    067 23 43.22206(W)     ADJUSTED  
 PD1036* NAVD 88     -                                                        
 PD1036  ___________________________________________________________________
 PD1036  LAPLACE CORR-           4.56  (seconds)                    DEFLEC99
 PD1036  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 PD1036
 PD1036  HORZ ORDER  -  THIRD
 PD1036
 PD1036.The horizontal coordinates were established by classical geodetic methods
 PD1036.and adjusted by the National Geodetic Survey in March 1998..
 PD1036
 PD1036
 PD1036.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1036
 PD1036.The geoid height was determined by GEOID03.
 PD1036
 PD1036;                    North         East     Units Scale Factor Converg.
 PD1036;SPC ME E     -   107,565.971   387,649.824   MT  0.99999444   +0 46 33.9
 PD1036;UTM  19      - 4,943,043.915   627,284.492   MT  0.99979923   +1 07 38.8
 PD1036
 PD1036                          SUPERSEDED SURVEY CONTROL
 PD1036
 PD1036  NAD 83(1992)-  44 37 46.12090(N)    067 23 43.21988(W) AD(       ) 4
 PD1036  NAD 83(1986)-  44 37 46.11685(N)    067 23 43.22239(W) AD(       ) 4
 PD1036  NAD 27      -  44 37 45.83503(N)    067 23 45.26104(W) AD(       ) 3
 PD1036
 PD1036.Superseded values are not recommended for survey control.
 PD1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1036.See file dsdata.txt to determine how the superseded data were derived.
 PD1036
 PD1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK2728443044(NAD 83)
 PD1036_MARKER: 26 = SPHERICAL RADOME
 PD1036
 PD1036  HISTORY     - Date     Condition        Report By
 PD1036  HISTORY     - 1960     FIRST OBSERVED   CGS
 PD1036
 PD1036                          STATION DESCRIPTION
 PD1036
 PD1036'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2184 ***********************************************************************
 PE2184  DESIGNATION -  BUCKSPORT CONG CHURCH W SPIRE
 PE2184  PID         -  PE2184
 PE2184  STATE/COUNTY-  ME/HANCOCK
 PE2184  USGS QUAD   -  BUCKSPORT (1982)
 PE2184
 PE2184                         *CURRENT SURVEY CONTROL
 PE2184  ___________________________________________________________________
 PE2184* NAD 83(1996)-  44 34 24.96657(N)    068 47 39.75048(W)     ADJUSTED  
 PE2184* NAVD 88     -                                                        
 PE2184  ___________________________________________________________________
 PE2184  LAPLACE CORR-           3.11  (seconds)                    DEFLEC99
 PE2184  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 PE2184
 PE2184  HORZ ORDER  -  THIRD
 PE2184
 PE2184.The horizontal coordinates were established by classical geodetic methods
 PE2184.and adjusted by the National Geodetic Survey in March 1998..
 PE2184
 PE2184
 PE2184.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2184
 PE2184.The geoid height was determined by GEOID03.
 PE2184
 PE2184;                    North         East     Units Scale Factor Converg.
 PE2184;SPC ME E     -   100,805.802   276,620.284   MT  0.99990672   -0 12 23.8
 PE2184;UTM  19      - 4,935,605.304   516,326.136   MT  0.99960328   +0 08 39.5
 PE2184
 PE2184                          SUPERSEDED SURVEY CONTROL
 PE2184
 PE2184  NAD 83(1992)-  44 34 24.96419(N)    068 47 39.73679(W) AD(       ) 4
 PE2184  NAD 83(1986)-  44 34 24.96334(N)    068 47 39.73880(W) AD(       ) 4
 PE2184  NAD 27      -  44 34 24.69700(N)    068 47 41.61800(W) AD(       ) 3
 PE2184
 PE2184.Superseded values are not recommended for survey control.
 PE2184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2184.See file dsdata.txt to determine how the superseded data were derived.
 PE2184
 PE2184_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1632635605(NAD 83)
 PE2184_MARKER: 90 = CHURCH SPIRE
 PE2184_SETTING: 0 = UNSPECIFIED SETTING
 PE2184_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2184
 PE2184  HISTORY     - Date     Condition        Report By
 PE2184  HISTORY     - UNK      FIRST OBSERVED
 PE2184  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2184  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE2184  HISTORY     - 1983     GOOD             NOS
 PE2184
 PE2184                          STATION DESCRIPTION
 PE2184
 PE2184'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2184'STATION RECOVERED.  CHURCH WAS BUILT IN 1840 AND ACCORDING TO
 PE2184'AN AGED LOCAL RESIDENT HAS REMAINED UNCHANGED SINCE THAT DATE.  IT
 PE2184'IS THE CONGREGATIONAL CHURCH AT THE CORNER OF FRANKLIN AND
 PE2184'ELM STREETS AND HAS A TALL, SLENDER BROWN SPIRE.
 PE2184
 PE2184                          STATION RECOVERY (1944)
 PE2184
 PE2184'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE2184'STATION RECOVERED.  ACCORDING TO LOCAL INFORMATION IT HAS REMAINED
 PE2184'UNCHANGED SINCE 1863, EXCEPT ABOUT 20 YEARS AGO IT WAS STRUCK
 PE2184'BY LIGHTNING BUT IT WAS REBUILT THE SAME AS IT WAS BEFORE.
 PE2184'THERE IS A WEATHER VANE ON TOP OF THE SPIRE.  OTHER THAN ABOVE,
 PE2184'THE RECOVERY NOTE OF K.G.C. IN 1934 IS ADEQUATE.
 PE2184
 PE2184                          STATION RECOVERY (1983)
 PE2184
 PE2184'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1983 (RST)
 PE2184'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2187 ***********************************************************************
 PE2187  DESIGNATION -  BUCKSPORT FORT KNOX FLAGPOLE
 PE2187  PID         -  PE2187
 PE2187  STATE/COUNTY-  ME/WALDO
 PE2187  USGS QUAD   -  BUCKSPORT (1982)
 PE2187
 PE2187                         *CURRENT SURVEY CONTROL
 PE2187  ___________________________________________________________________
 PE2187* NAD 83(1996)-  44 33 58.12781(N)    068 48 07.09188(W)     ADJUSTED  
 PE2187* NAVD 88     -                                                        
 PE2187  ___________________________________________________________________
 PE2187  LAPLACE CORR-           2.98  (seconds)                    DEFLEC99
 PE2187  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 PE2187
 PE2187  HORZ ORDER  -  THIRD
 PE2187
 PE2187.The horizontal coordinates were established by classical geodetic methods
 PE2187.and adjusted by the National Geodetic Survey in March 1998..
 PE2187
 PE2187
 PE2187.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2187
 PE2187.The geoid height was determined by GEOID03.
 PE2187
 PE2187;                    North         East     Units Scale Factor Converg.
 PE2187;SPC ME E     -    99,979.639   276,014.026   MT  0.99990707   -0 12 42.9
 PE2187;UTM  19      - 4,934,775.696   515,725.133   MT  0.99960304   +0 08 20.3
 PE2187
 PE2187                          SUPERSEDED SURVEY CONTROL
 PE2187
 PE2187  NAD 83(1992)-  44 33 58.12568(N)    068 48 07.07771(W) AD(       ) 4
 PE2187  NAD 83(1986)-  44 33 58.12502(N)    068 48 07.07975(W) AD(       ) 4
 PE2187  NAD 27      -  44 33 57.85900(N)    068 48 08.96300(W) AD(       ) 3
 PE2187
 PE2187.Superseded values are not recommended for survey control.
 PE2187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2187.See file dsdata.txt to determine how the superseded data were derived.
 PE2187
 PE2187_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1572534776(NAD 83)
 PE2187
 PE2187  HISTORY     - Date     Condition        Report By
 PE2187  HISTORY     - 1934     MONUMENTED       CGS
 PE2187  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE2187  HISTORY     - 1957     SEE DESCRIPTION  CGS
 PE2187
 PE2187                          STATION DESCRIPTION
 PE2187
 PE2187'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2187'STATION IS THE FLAGPOLE AT FORT KNOX WHICH IS ON THE W SIDE OF
 PE2187'THE PENOBSCOT RIVER JUST OPPOSITE THE TOWN OF BUCKSPORT.
 PE2187
 PE2187                          STATION RECOVERY (1944)
 PE2187
 PE2187'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE2187'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION
 PE2187'ADEQUATE.  FLAGPOLE NOW LEANS SLIGHTLY TO THE E.
 PE2187
 PE2187                          STATION RECOVERY (1957)
 PE2187
 PE2187'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 PE2187'THE FLAGPOLE LOCATED IN 1934 HAS BEEN DESTROYED.  A NEW POLE IS
 PE2187'BEING RAISED IN THE FORT.  HOWEVER, A TREMPORARY ONE IS IN
 PE2187'APPROXIMATELY THE POSITON OF THE ORIGINAL POLE.  THE TEMPORARY
 PE2187'POLE IS TO BE REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2189 ***********************************************************************
 PE2189  DESIGNATION -  BUCKSPORT ME SEABO PAPER CO TK
 PE2189  PID         -  PE2189
 PE2189  STATE/COUNTY-  ME/HANCOCK
 PE2189  USGS QUAD   -  BUCKSPORT (1982)
 PE2189
 PE2189                         *CURRENT SURVEY CONTROL
 PE2189  ___________________________________________________________________
 PE2189* NAD 83(1996)-  44 34 24.87984(N)    068 48 21.57121(W)     ADJUSTED  
 PE2189* NAVD 88     -                                                        
 PE2189  ___________________________________________________________________
 PE2189  LAPLACE CORR-           3.10  (seconds)                    DEFLEC99
 PE2189  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 PE2189
 PE2189  HORZ ORDER  -  THIRD
 PE2189
 PE2189.The horizontal coordinates were established by classical geodetic methods
 PE2189.and adjusted by the National Geodetic Survey in March 1998..
 PE2189
 PE2189
 PE2189.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2189
 PE2189.The geoid height was determined by GEOID03.
 PE2189
 PE2189;                    North         East     Units Scale Factor Converg.
 PE2189;SPC ME E     -   100,806.517   275,697.644   MT  0.99990726   -0 12 53.1
 PE2189;UTM  19      - 4,935,600.370   515,403.790   MT  0.99960292   +0 08 10.2
 PE2189
 PE2189                          SUPERSEDED SURVEY CONTROL
 PE2189
 PE2189  NAD 83(1992)-  44 34 24.87752(N)    068 48 21.55702(W) AD(       ) 4
 PE2189  NAD 83(1986)-  44 34 24.87683(N)    068 48 21.55897(W) AD(       ) 4
 PE2189  NAD 27      -  44 34 24.61200(N)    068 48 23.44200(W) AD(       ) 3
 PE2189
 PE2189.Superseded values are not recommended for survey control.
 PE2189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2189.See file dsdata.txt to determine how the superseded data were derived.
 PE2189
 PE2189_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1540435600(NAD 83)
 PE2189
 PE2189  HISTORY     - Date     Condition        Report By
 PE2189  HISTORY     - 1934     MONUMENTED       CGS
 PE2189  HISTORY     - 1972     SEE DESCRIPTION  MEDT
 PE2189
 PE2189                          STATION DESCRIPTION
 PE2189
 PE2189'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2189'STATION IS IN THE CENTER OF THE TALL SILVER WATER TANK AT THE
 PE2189'PLANT OF THE MAINE SEABOARD PAPER COMPANY IN THE TOWN OF BUCKSPORT.
 PE2189
 PE2189                          STATION RECOVERY (1972)
 PE2189
 PE2189'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1972 (HKS)
 PE2189'WATER TANK NEW TANK RECONSTRUCTED DURING MILL EXPANSION PROGRAM
 PE2189'1960 PLUS OR MINUS.
 PE2189'
 PE2189'THIS WAS ONE OF TEN OBJECTS SIGHTED FOR AZIMUTH ORIENTATION FROM
 PE2189'USC AND GS MT. WALDO AND IS APPROXIMATELY 15 MINUTES SOUTHERLY
 PE2189'FROM ITS FORMER POSITION FROM STA. MT. WALDO.  THE MILL IS NOW
 PE2189'OWNED BY THE ST. REGIS PAPER CO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2193 ***********************************************************************
 PE2193  DESIGNATION -  BUCKSPORT METH CHURCH E SPIRE
 PE2193  PID         -  PE2193
 PE2193  STATE/COUNTY-  ME/HANCOCK
 PE2193  USGS QUAD   -  BUCKSPORT (1982)
 PE2193
 PE2193                         *CURRENT SURVEY CONTROL
 PE2193  ___________________________________________________________________
 PE2193* NAD 83(1996)-  44 34 25.42276(N)    068 47 34.94975(W)     ADJUSTED  
 PE2193* NAVD 88     -                                                        
 PE2193  ___________________________________________________________________
 PE2193  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 PE2193  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 PE2193
 PE2193  HORZ ORDER  -  THIRD
 PE2193
 PE2193.The horizontal coordinates were established by classical geodetic methods
 PE2193.and adjusted by the National Geodetic Survey in March 1998..
 PE2193
 PE2193
 PE2193.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2193
 PE2193.The geoid height was determined by GEOID03.
 PE2193
 PE2193;                    North         East     Units Scale Factor Converg.
 PE2193;SPC ME E     -   100,819.501   276,726.246   MT  0.99990666   -0 12 20.4
 PE2193;UTM  19      - 4,935,619.647   516,431.980   MT  0.99960332   +0 08 42.9
 PE2193
 PE2193                          SUPERSEDED SURVEY CONTROL
 PE2193
 PE2193  NAD 83(1992)-  44 34 25.42043(N)    068 47 34.93612(W) AD(       ) 4
 PE2193  NAD 83(1986)-  44 34 25.41964(N)    068 47 34.93816(W) AD(       ) 4
 PE2193  NAD 27      -  44 34 25.15400(N)    068 47 36.81900(W) AD(       ) 3
 PE2193
 PE2193.Superseded values are not recommended for survey control.
 PE2193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2193.See file dsdata.txt to determine how the superseded data were derived.
 PE2193
 PE2193_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1643235620(NAD 83)
 PE2193
 PE2193  HISTORY     - Date     Condition        Report By
 PE2193  HISTORY     - UNK      MONUMENTED
 PE2193  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2193  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE2193
 PE2193                          STATION DESCRIPTION
 PE2193
 PE2193'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2193'THIS CHURCH WAS BUILT IN 1843 AND HAS REMAINED THE SAME SINCE
 PE2193'THAT DATE ACCORDING TO AN AGED LOCAL RESIDENT.  IT IS THE
 PE2193'METHODIST CHURCH ON FRANKLIN STREET AND HAS A TALL, WHITE
 PE2193'SLENDER SPIRE.
 PE2193
 PE2193                          STATION RECOVERY (1944)
 PE2193
 PE2193'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE2193'STATION RECOVERED IN GOOD CONDITION.  ACCORDING TO LOCAL
 PE2193'INFORMATION, SPIRE HAS REMAINED UNCHANGED SINCE 1863 EXCEPT
 PE2193'INSIDE REINFORCEMENTS AND THE ADDITION OF A GOLD-COLORED SPHERE
 PE2193'WHICH WAS MADE ABOUT 3 YEARS AGO.  THE N HALF OF SPHERE IS
 PE2193'GONE.  OTHER THAN ABOVE, RECOVERY NOTE OF K.G.C. IN 1934 IS
 PE2193'ADEQUATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2192 ***********************************************************************
 PE2192  DESIGNATION -  BUCKSPORT RESET
 PE2192  PID         -  PE2192
 PE2192  STATE/COUNTY-  ME/HANCOCK
 PE2192  USGS QUAD   -  BUCKSPORT (1982)
 PE2192
 PE2192                         *CURRENT SURVEY CONTROL
 PE2192  ___________________________________________________________________
 PE2192* NAD 83(1996)-  44 34 45.61232(N)    068 47 18.12571(W)     ADJUSTED  
 PE2192* NAVD 88     -        61.     (meters)     200.     (feet)  SCALED    
 PE2192  ___________________________________________________________________
 PE2192  LAPLACE CORR-           3.15  (seconds)                    DEFLEC99
 PE2192  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 PE2192
 PE2192  HORZ ORDER  -  SECOND
 PE2192
 PE2192.The horizontal coordinates were established by classical geodetic methods
 PE2192.and adjusted by the National Geodetic Survey in March 1998..
 PE2192
 PE2192.The orthometric height was scaled from a topographic map.
 PE2192
 PE2192.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2192
 PE2192.The geoid height was determined by GEOID03.
 PE2192
 PE2192;                    North         East     Units Scale Factor Converg.
 PE2192;SPC ME E     -   101,441.321   277,099.610   MT  0.99990645   -0 12 08.7
 PE2192;UTM  19      - 4,936,243.553   516,801.417   MT  0.99960347   +0 08 54.8
 PE2192
 PE2192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2192!SPC ME E     -   0.99999439  x   0.99990645  =   0.99990084
 PE2192!UTM  19      -   0.99999439  x   0.99960347  =   0.99959787
 PE2192
 PE2192|---------------------------------------------------------------------|
 PE2192| PID    Reference Object                     Distance      Geod. Az  |
 PE2192|                                                           dddmmss.s |
 PE2192| CE7817 BUCKSPORT RM 1                        5.613 METERS 06146     |
 PE2192| PE2181 ERSKINE                             APPROX. 5.4 KM 2024817.2 |
 PE2192| PE2190 WALDO HANCOCK BRIDGE W TOWER        APPROX. 2.4 KM 2092652.2 |
 PE2192| PE2193 BUCKSPORT METH CHURCH E SPIRE       APPROX. 0.7 KM 2104647.3 |
 PE2192| PE2187 BUCKSPORT FORT KNOX FLAGPOLE        APPROX. 1.8 KM 2162355.3 |
 PE2192| PE2184 BUCKSPORT CONG CHURCH W SPIRE       APPROX. 0.8 KM 2164920.0 |
 PE2192| PE2183 BUCKSPORT SEMINARY CUPOLA           APPROX. 0.8 KM 2382311.7 |
 PE2192| PE2189 BUCKSPORT ME SEABO PAPER CO TK      APPROX. 1.5 KM 2452612.5 |
 PE2192| PE2185 BUCKSPORT SILVER STANDPIPE          477.406 METERS 2875938.9 |
 PE2192| CE7818 BUCKSPORT RM 2                        7.150 METERS 34938     |
 PE2192|---------------------------------------------------------------------|
 PE2192
 PE2192                          SUPERSEDED SURVEY CONTROL
 PE2192
 PE2192  NAD 83(1992)-  44 34 45.61007(N)    068 47 18.11228(W) AD(       ) 2
 PE2192  NAD 83(1986)-  44 34 45.60930(N)    068 47 18.11429(W) AD(       ) 2
 PE2192  NAD 27      -  44 34 45.34400(N)    068 47 19.99700(W) AD(       ) 2
 PE2192
 PE2192.Superseded values are not recommended for survey control.
 PE2192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2192.See file dsdata.txt to determine how the superseded data were derived.
 PE2192
 PE2192_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1680136244(NAD 83)
 PE2192
 PE2192  HISTORY     - Date     Condition        Report By
 PE2192  HISTORY     - 1863     MONUMENTED       CGS
 PE2192  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2192  HISTORY     - 1972     SEE DESCRIPTION  MEDT
 PE2192
 PE2192                          STATION DESCRIPTION
 PE2192
 PE2192'DESCRIBED BY COAST AND GEODETIC SURVEY 1863 (SCM)
 PE2192'STATION IS ON THE HILL KNOWN AS MOUNT OLIVE, LOCATED JUST BACK
 PE2192'OF BUCKSPORT AND E OF MILL STREAM AND THE EXTENSION OF CENTRAL
 PE2192'STREET.
 PE2192'
 PE2192'THE STATION IS ON THE SUMMIT OF THE HILL AND IS MARKED BY A
 PE2192'COPPER BOLT SET IN A HOLE IN A ROCK.
 PE2192
 PE2192                          STATION RECOVERY (1934)
 PE2192
 PE2192'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2192'STATION IS IN THE N EDGE OF THE TOWN OF BUCKSPORT, ON THE HILL
 PE2192'KNOWN AS MOUNT OLIVE, WHICH LIES ABOUT 1/4 MILE E OF MILL STREAM
 PE2192'AND E OF THE EXTENSION OF CENTRAL STREET.
 PE2192'
 PE2192'THE STATION MARK, A STANDARD BRONZE DISK WEDGED IN A DRILL
 PE2192'HOLE IN OUTCROPPING BEDROCK, IS ON THE SUMMIT OF THE HILL IN A
 PE2192'BLUEBERRY FIELD, ABOUT 100 YARDS E OF THE STREET.
 PE2192'
 PE2192'TWO REFERENCE MARKS, STANDARD BRONZE DISKS WEDGED IN DRILL
 PE2192'HOLES IN THE BARE LEDGES SURROUNDING THE STATION, WERE
 PE2192'ESTABLISHED.
 PE2192'
 PE2192'REFERENCE MARK NO.1 IS NE OF THE STATION, REFERENCE MARK NO. 2
 PE2192'IS NNW OF THE STATION.
 PE2192'
 PE2192'TO REACH FROM MAIN AND CENTRAL STREETS IN BUCKSPORT, GO N ON
 PE2192'CENTRAL STREET 0.6 MILE TO TELEPHONE POLE NO. 1/25.  FROM THIS
 PE2192'POLE THE STATION IS ABOUT 100 YARDS E.
 PE2192'
 PE2192'A 16-FOOT SIGNAL WAS ERECTED OVER THE STATON.
 PE2192
 PE2192                          STATION RECOVERY (1972)
 PE2192
 PE2192'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1972 (BJR)
 PE2192'RECOVERED AS DESCRIBED.  THERE IS NO VISIBILITY FROM STATION
 PE2192'NOW.  TREES BLOCK VIEW IN ALL DIRECTIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2183 ***********************************************************************
 PE2183  DESIGNATION -  BUCKSPORT SEMINARY CUPOLA
 PE2183  PID         -  PE2183
 PE2183  STATE/COUNTY-  ME/HANCOCK
 PE2183  USGS QUAD   -  BUCKSPORT (1982)
 PE2183
 PE2183                         *CURRENT SURVEY CONTROL
 PE2183  ___________________________________________________________________
 PE2183* NAD 83(1996)-  44 34 31.22695(N)    068 47 50.82001(W)     ADJUSTED  
 PE2183* NAVD 88     -                                                        
 PE2183  ___________________________________________________________________
 PE2183  LAPLACE CORR-           3.28  (seconds)                    DEFLEC99
 PE2183  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 PE2183
 PE2183  HORZ ORDER  -  THIRD
 PE2183
 PE2183.The horizontal coordinates were established by classical geodetic methods
 PE2183.and adjusted by the National Geodetic Survey in March 1998..
 PE2183
 PE2183
 PE2183.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2183
 PE2183.The geoid height was determined by GEOID03.
 PE2183
 PE2183;                    North         East     Units Scale Factor Converg.
 PE2183;SPC ME E     -   100,999.911   276,376.777   MT  0.99990686   -0 12 31.6
 PE2183;UTM  19      - 4,935,797.859   516,081.519   MT  0.99960318   +0 08 31.8
 PE2183
 PE2183                          SUPERSEDED SURVEY CONTROL
 PE2183
 PE2183  NAD 83(1992)-  44 34 31.22466(N)    068 47 50.80618(W) AD(       ) 4
 PE2183  NAD 83(1986)-  44 34 31.22394(N)    068 47 50.80804(W) AD(       ) 4
 PE2183  NAD 27      -  44 34 30.96100(N)    068 47 52.69100(W) AD(       ) 3
 PE2183
 PE2183.Superseded values are not recommended for survey control.
 PE2183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2183.See file dsdata.txt to determine how the superseded data were derived.
 PE2183
 PE2183_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1608235798(NAD 83)
 PE2183
 PE2183  HISTORY     - Date     Condition        Report By
 PE2183  HISTORY     - 1934     MONUMENTED       CGS
 PE2183  HISTORY     - 1957     SEE DESCRIPTION  CGS
 PE2183
 PE2183                          STATION DESCRIPTION
 PE2183
 PE2183'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2183'THE CENTER OF THE CUPOLA ON THE MAIN BUILDING OF THE OLD EASTERN
 PE2183'MAINE CONFERENCE SEMINARY IN THE TOWN OF BUCKSPORT.
 PE2183
 PE2183                          STATION RECOVERY (1957)
 PE2183
 PE2183'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 PE2183'STATION RECOVERED IN GOOD CONDITION.  THE 1934 DESCRIPTION BY
 PE2183'K.G.C. IS ADEQUATE AND COMPLETE WITH THE FOLLOWING EXCEPTION.
 PE2183'
 PE2183'THE NAME OF THE SEMINARY HAS BEEN CHANGED TO OBLAKE SEMINARY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2185 ***********************************************************************
 PE2185  DESIGNATION -  BUCKSPORT SILVER STANDPIPE
 PE2185  PID         -  PE2185
 PE2185  STATE/COUNTY-  ME/HANCOCK
 PE2185  USGS QUAD   -  BUCKSPORT (1982)
 PE2185
 PE2185                         *CURRENT SURVEY CONTROL
 PE2185  ___________________________________________________________________
 PE2185* NAD 83(1996)-  44 34 50.38962(N)    068 47 38.70744(W)     ADJUSTED  
 PE2185* NAVD 88     -                                                        
 PE2185  ___________________________________________________________________
 PE2185  LAPLACE CORR-           3.33  (seconds)                    DEFLEC99
 PE2185  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 PE2185
 PE2185  HORZ ORDER  -  THIRD
 PE2185
 PE2185.The horizontal coordinates were established by classical geodetic methods
 PE2185.and adjusted by the National Geodetic Survey in March 1998..
 PE2185
 PE2185
 PE2185.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2185
 PE2185.The geoid height was determined by GEOID03.
 PE2185
 PE2185;                    North         East     Units Scale Factor Converg.
 PE2185;SPC ME E     -   101,590.390   276,646.121   MT  0.99990670   -0 12 23.1
 PE2185;UTM  19      - 4,936,389.798   516,347.162   MT  0.99960329   +0 08 40.3
 PE2185
 PE2185                          SUPERSEDED SURVEY CONTROL
 PE2185
 PE2185  NAD 83(1992)-  44 34 50.38709(N)    068 47 38.69279(W) AD(       ) 4
 PE2185  NAD 83(1986)-  44 34 50.38623(N)    068 47 38.69441(W) AD(       ) 4
 PE2185  NAD 27      -  44 34 50.12200(N)    068 47 40.57800(W) AD(       ) 3
 PE2185
 PE2185.Superseded values are not recommended for survey control.
 PE2185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2185.See file dsdata.txt to determine how the superseded data were derived.
 PE2185
 PE2185_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1634736390(NAD 83)
 PE2185
 PE2185  HISTORY     - Date     Condition        Report By
 PE2185  HISTORY     - 1934     MONUMENTED       CGS
 PE2185  HISTORY     - 1957     SEE DESCRIPTION  CGS
 PE2185
 PE2185                          STATION DESCRIPTION
 PE2185
 PE2185'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2185'STATION IS THE CENTER OF THE PROMINENT SILVER STANDPIPE IN THE
 PE2185'NORTHWESTERN PORTION OF THE TOWN OF BUCKSPORT.
 PE2185
 PE2185                          STATION RECOVERY (1957)
 PE2185
 PE2185'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 PE2185'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE 1934
 PE2185'DESCRIPTION BY K.G.C. IS ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0606 ***********************************************************************
 OB0606  DESIGNATION -  BUENA
 OB0606  PID         -  OB0606
 OB0606  STATE/COUNTY-  ME/CUMBERLAND
 OB0606  USGS QUAD   -  BRUNSWICK (1980)
 OB0606
 OB0606                         *CURRENT SURVEY CONTROL
 OB0606  ___________________________________________________________________
 OB0606* NAD 83(1996)-  43 52 39.40274(N)    069 54 01.92972(W)     ADJUSTED  
 OB0606* NAVD 88     -        21.     (meters)      69.     (feet)  SCALED    
 OB0606  ___________________________________________________________________
 OB0606  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 OB0606  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 OB0606
 OB0606  HORZ ORDER  -  THIRD
 OB0606
 OB0606.The horizontal coordinates were established by classical geodetic methods
 OB0606.and adjusted by the National Geodetic Survey in March 1998..
 OB0606
 OB0606.The orthometric height was scaled from a topographic map.
 OB0606
 OB0606.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0606
 OB0606.The geoid height was determined by GEOID03.
 OB0606
 OB0606;                    North         East     Units Scale Factor Converg.
 OB0606;SPC ME W     -   116,049.560   921,388.444   MT  0.99997229   +0 11 04.1
 OB0606;UTM  19      - 4,858,673.703   427,651.954   MT  0.99966438   -0 37 27.1
 OB0606
 OB0606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0606!SPC ME W     -   1.00000079  x   0.99997229  =   0.99997308
 OB0606!UTM  19      -   1.00000079  x   0.99966438  =   0.99966517
 OB0606
 OB0606|---------------------------------------------------------------------|
 OB0606| PID    Reference Object                     Distance      Geod. Az  |
 OB0606|                                                           dddmmss.s |
 OB0606| CE7272 BUENA RM 1                            3.238 METERS 04341     |
 OB0606| OB0501 WEST BATH STANDPIPE                 APPROX. 6.2 KM 0470850.6 |
 OB0606| OB0530 STEVENS                             APPROX. 2.9 KM 1251121.9 |
 OB0606| CE7273 BUENA RM 2                            4.018 METERS 17128     |
 OB0606|---------------------------------------------------------------------|
 OB0606
 OB0606                          SUPERSEDED SURVEY CONTROL
 OB0606
 OB0606  NAD 83(1992)-  43 52 39.40125(N)    069 54 01.92887(W) AD(       ) 3
 OB0606  NAD 83(1986)-  43 52 39.40687(N)    069 54 01.93411(W) AD(       ) 3
 OB0606  NAD 27      -  43 52 39.11700(N)    069 54 03.76200(W) AD(       ) 3
 OB0606
 OB0606.Superseded values are not recommended for survey control.
 OB0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0606.See file dsdata.txt to determine how the superseded data were derived.
 OB0606
 OB0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ2765258674(NAD 83)
 OB0606
 OB0606  HISTORY     - Date     Condition        Report By
 OB0606  HISTORY     - 1933     MONUMENTED       CGS
 OB0606  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0606  HISTORY     - 1957     SEE DESCRIPTION  USN
 OB0606
 OB0606                          STATION DESCRIPTION
 OB0606
 OB0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OB0606'THIS STATION IS ABOUT A 1/2 MILE N OF THE S TIP OF WOODWARD
 OB0606'POINT, ABOUT 200 METERS W OF THE NEW MEADOWS RIVER, ON THE
 OB0606'BUENA VISTA FARM.  STATION MARK IS 6.80 METERS E OF THE CENTER
 OB0606'LINE OF ROAD THAT RUNS ALONG THE E SIDE OF WOODWARD POINT, 1.45
 OB0606'METERS E OF A THREE-STRAND BARBED-WIRE FENCE ON THE E SIDE OF
 OB0606'ROAD, AND APPROXIMATELY OPPOSITE THE HALFWAY POINT BETWEEN POLES
 OB0606'NUMBERED 28 AND 29 OF THE TELEPHONE LINE ON THE W SIDE OF ROAD.
 OB0606'
 OB0606'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 OB0606'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 OB0606'
 OB0606'BOTH REFERENCE MARKS ARE ON THE SAME LEDGE AS THE
 OB0606'STATION.  REFERENCE MARK NO. 2 IS S OF THE STATION AND 8.6 METERS E
 OB0606'OF THE CENTER LINE OF ROAD.  REFERENCE MARK NO. 1 IS NNE OF THE
 OB0606'STATION AND 8.4 METERS E OF THE CENTER LINE OF ROAD.
 OB0606'
 OB0606'HEIGHT OF SIGNAL ABOVE STATION MARK - 2 METERS.
 OB0606
 OB0606                          STATION RECOVERY (1942)
 OB0606
 OB0606'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OB0606'RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE, EXCEPT THAT THE
 OB0606'THREE-STRAND BARBED-WIRE FENCE IS NOW GONE.
 OB0606
 OB0606                          STATION RECOVERY (1957)
 OB0606
 OB0606'RECOVERY NOTE BY US NAVY 1957
 OB0606'RECOVERED AS DESCRIBED.  SUGGEST REFERENCE TO A BARBED-WIRE FENCE
 OB0606'(IN ORIGINAL DESCRIPTION) BE REMOVED AS THIS FENCE IS NO LONGER
 OB0606'IN EXISTENCE.  STATION IS APPROXIMATELY OPPOSITE THE HALFWAY POINT
 OB0606'ON POLES 33 AND 34, A NEWER LINE ON THE E SIDE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0472 ***********************************************************************
 RF0472  DESIGNATION -  BUFFALO
 RF0472  PID         -  RF0472
 RF0472  STATE/COUNTY-  ME/AROOSTOOK
 RF0472  USGS QUAD   -  PORTAGE LAKE EAST (1986)
 RF0472
 RF0472                         *CURRENT SURVEY CONTROL
 RF0472  ___________________________________________________________________
 RF0472* NAD 83(1996)-  46 49 33.38956(N)    068 29 06.93948(W)     ADJUSTED  
 RF0472* NAVD 88     -       236.536  (meters)     776.04   (feet)  ADJUSTED  
 RF0472  ___________________________________________________________________
 RF0472  LAPLACE CORR-           4.35  (seconds)                    DEFLEC99
 RF0472  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 RF0472  DYNAMIC HT  -         236.563 (meters)     776.12  (feet)  COMP
 RF0472  MODELED GRAV-     980,724.8   (mgal)                       NAVD 88
 RF0472
 RF0472  HORZ ORDER  -  SECOND
 RF0472  VERT ORDER  -  FIRST     CLASS II
 RF0472
 RF0472.The horizontal coordinates were established by classical geodetic methods
 RF0472.and adjusted by the National Geodetic Survey in March 1998..
 RF0472
 RF0472.The orthometric height was determined by differential leveling
 RF0472.and adjusted by the National Geodetic Survey in June 1991..
 RF0472
 RF0472.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0472
 RF0472.The geoid height was determined by GEOID03.
 RF0472
 RF0472.The dynamic height is computed by dividing the NAVD 88
 RF0472.geopotential number by the normal gravity value computed on the
 RF0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0472.degrees latitude (g = 980.6199 gals.).
 RF0472
 RF0472.The modeled gravity was interpolated from observed gravity values.
 RF0472
 RF0472;                    North         East     Units Scale Factor Converg.
 RF0472;SPC ME E     -   351,076.034   301,124.515   MT  0.99990002   +0 00 38.7
 RF0472;UTM  19      - 5,185,950.534   539,260.204   MT  0.99961894   +0 22 31.4
 RF0472
 RF0472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0472!SPC ME E     -   0.99996667  x   0.99990002  =   0.99986670
 RF0472!UTM  19      -   0.99996667  x   0.99961894  =   0.99958563
 RF0472
 RF0472|---------------------------------------------------------------------|
 RF0472| PID    Reference Object                     Distance      Geod. Az  |
 RF0472|                                                           dddmmss.s |
 RF0472| RF0473 BUFFALO RM 1                          5.630 METERS 00136     |
 RF0472| DA4776 BUFFALO RM 3                         29.277 METERS 18559     |
 RF0472| DA4775 BUFFALO RM 2                          4.475 METERS 18749     |
 RF0472| DA4773 BUFFALO AZ MK                                      3594619.2 |
 RF0472| DA4774 BUFFALO AZ MK 2                                    35959     |
 RF0472|---------------------------------------------------------------------|
 RF0472
 RF0472                          SUPERSEDED SURVEY CONTROL
 RF0472
 RF0472  NAD 83(1992)-  46 49 33.38447(N)    068 29 06.93318(W) AD(       ) 2
 RF0472  NAD 83(1986)-  46 49 33.38705(N)    068 29 06.93435(W) AD(       ) 2
 RF0472  NAD 27      -  46 49 33.23780(N)    068 29 08.78210(W) AD(       ) 2
 RF0472  NGVD 29 (07/19/86)  236.3    (m)          775.     (f) VERT ANG       
 RF0472
 RF0472.Superseded values are not recommended for survey control.
 RF0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0472.See file dsdata.txt to determine how the superseded data were derived.
 RF0472
 RF0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM3926085951(NAD 83)
 RF0472_MARKER: DS = TRIANGULATION STATION DISK
 RF0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0472_SP_SET: CONCRETE POST
 RF0472_STAMPING: BUFFALO 1960
 RF0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0472+STABILITY: SURFACE MOTION
 RF0472
 RF0472  HISTORY     - Date     Condition        Report By
 RF0472  HISTORY     - 1960     MONUMENTED       CGS
 RF0472  HISTORY     - 1971     GOOD             DMA
 RF0472  HISTORY     - 1978     GOOD             NGS
 RF0472  HISTORY     - 1979     GOOD             NGS
 RF0472
 RF0472                          STATION DESCRIPTION
 RF0472
 RF0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HRL)
 RF0472'THE STATION IS LOCATED ON THE RIGHT-OF-WAY OF STATE HIGHWAY 11
 RF0472'ABOUT 4-1/2 MILES NORTH OF PORTAGE, 28 FEET EAST OF THE CENTERLINE
 RF0472'OF STATE HIGHWAY 11, 17 FEET SOUTHEAST OF A POWERLINE POLE AND
 RF0472'AT THE WEST EDGE OF A FIELD.
 RF0472'
 RF0472'STATION, A STANDARD DISK SET IN A 10X10 INCH CONCRETE MONUMENT
 RF0472'THAT IS FLUSH WITH THE GROUND.  THE DISK IS STAMPED BUFFALO 1960.
 RF0472'
 RF0472'TO REACH FROM THE T-ROAD INTERSECTION, A PAVED ROAD LEADING TO
 RF0472'PORTAGE LAKE, AND STATE HIGHWAY 11 IN PORTAGE LAKE, GO NORTH ON
 RF0472'STATE HIGHWAY 11 FOR 5.3 MILE TO THE STATION ON THE RIGHT AS
 RF0472'DESCRIBED.  TO REACH THE AZIMUTH CONTINUE AHEAD FOR 0.25 MILE TO
 RF0472'AZIMUTH MARK ON THE LEFT.
 RF0472'
 RF0472'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A 10X10 INCH
 RF0472'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  28 FEET EAST OF
 RF0472'THE CENTERLINE OF STATE HIGHWAY 11, 4.3 FEET NORTHEAST OF A
 RF0472'POWERLINE POLE AND AT THE WEST EDGE OF A FIELD.  THE DISK IS
 RF0472'STAMPED BUFFALO NO 1 1960.
 RF0472'
 RF0472'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 RF0472'IN OUTCROPPING BEDROCK THAT IS FLUSH WITH THE GROUND.  28 FEET EAST
 RF0472'OF THE CENTERLINE OF STATE HIGHWAY 11 AND AT THE WEST EDGE OF A
 RF0472'FIELD.  THE DISK IS STAMPED BUFFALO NO 2 1960.
 RF0472'
 RF0472'AZIMUTH MARK IS A STANDARD DISK SET IN A 10X10 INCH CONCRETE
 RF0472'MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND.  22 FEET WEST
 RF0472'OF THE CENTERLINE OF STATE HIGHWAY 11, 2.9 FEET SOUTH OF A METAL
 RF0472'WITNESS POST AND AT THE EAST EDGE OF A FIELD.  THE DISK IS
 RF0472'STAMPED BUFFALO 1960.
 RF0472'
 RF0472'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 RF0472
 RF0472                          STATION RECOVERY (1971)
 RF0472
 RF0472'RECOVERY NOTE BY DEFENSE MAP AGENCY 1971
 RF0472'STATION AND BOTH RMS WERE RECOVERED AS DESCRIBED IN GOOD CONDITION.
 RF0472'THE AZIMUTH MARK WAS FOUND DESTROYED.
 RF0472'
 RF0472'ROUTE DESCRIPTION ADEQUATE.
 RF0472
 RF0472                          STATION RECOVERY (1978)
 RF0472
 RF0472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 RF0472'5.2 MI NORTH FROM PORTAGE.
 RF0472'5.2 MILES NORTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE IN
 RF0472'PORTAGE, 17.0 FT. SOUTHEAST OF A POWER LINE POLE, 28.0 FT. EAST OF
 RF0472'THE CENTER LINE,AT THE WEST EDGE OF THE FIELD.
 RF0472
 RF0472                          STATION RECOVERY (1979)
 RF0472
 RF0472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 RF0472'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED.  THE MARKS WERE
 RF0472'FOUND EXPOSED ABOUT 1-FOOT ON THE WEST SIDE.  IT WAS PROBABLY DONE BY
 RF0472'ROAD CONSTRUCTION WHICH ALSO DESTROYED REFERENCE MARK 2 AND THE
 RF0472'AZIMUTH MARK.  THE AREA AROUND THE MARKS WAS BUILT UP.  A LONGER
 RF0472'DISTANCE OF 0.09 FOOT WAS NOTED TO REFERENCE MARK 1.  REFERENCE MARK
 RF0472'3 AND A NEW AZIMUTH MARK WERE ESTABLISHED AT THIS TIME.  A NEW
 RF0472'DESCRIPTION FOLLOWS.
 RF0472'
 RF0472'THE STATION IS LOCATED ABOUT 4.5 MILES NORTH OF PORTAGE AND ON A CUT
 RF0472'BANK ALONG STATE HIGHWAY 11.
 RF0472'
 RF0472'TO REACH THE STATION FROM THE PORTAGE POST OFFICE, GO NORTH ON STATE
 RF0472'HIGHWAY 11 FOR 5.1 MILES TO THE STATION ON THE RIGHT.
 RF0472'
 RF0472'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON HIGHWAY 11
 RF0472'FOR 0.3 MILE TO THE MARK ON THE LEFT.
 RF0472'
 RF0472'THE STATION MARK STAMPED---BUFFALO 1960---IS A STANDARD DISK SET IN
 RF0472'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 RF0472'INCHES.  IT IS 98 FEET NORTH OF POWERLINE POLE NUMBER 334, 29 FEET
 RF0472'EAST OF THE CENTER OF HIGHWAY 11 AND 8 FEET SOUTH OF A METAL WITNESS
 RF0472'POST.
 RF0472'
 RF0472'REFERENCE MARK 1 STAMPED---BUFFALO NO 1 1960---IS A STANDARD DISK
 RF0472'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 RF0472'INCHES.  IT IS 28 FEET EAST OF THE CENTER OF HIGHWAY 11, 11 FEET
 RF0472'NORTH OF A METAL WITNESS POST AND 2 FEET SOUTHEAST OF A METAL
 RF0472'WITNESS POST.
 RF0472'
 RF0472'REFERENCE MARK 3 STAMPED---BUFFALO 1960 NO 3 1979---IS A STANDARD
 RF0472'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT IS
 RF0472'FLUSH WITH THE GROUND.  IT IS 30 FEET EAST ON THE CENTER OF HIGHWAY
 RF0472'11 AND 2 FEET NORTHEAST OF THE POWERLINE POLE.
 RF0472'
 RF0472'THE AZIMUTH MARK STAMPED---BUFFALO 1960 1979---IS A STANDARD DISK
 RF0472'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 RF0472'WITH THE GROUND.  IT IS 100 FEET NORTH OF THE NORTH EDGE OF A CLEARED
 RF0472'FIELD, 32 FEET WEST OF THE CENTER OF HIGHWAY 11 AND 2 FEET EAST OF A
 RF0472'METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0473 ***********************************************************************
 RF0473  DESIGNATION -  BUFFALO RM 1
 RF0473  PID         -  RF0473
 RF0473  STATE/COUNTY-  ME/AROOSTOOK
 RF0473  USGS QUAD   -  PORTAGE LAKE EAST (1986)
 RF0473
 RF0473                         *CURRENT SURVEY CONTROL
 RF0473  ___________________________________________________________________
 RF0473* NAD 83(1986)-  46 49 33.     (N)    068 29 06.     (W)     SCALED    
 RF0473* NAVD 88     -       236.471  (meters)     775.82   (feet)  ADJUSTED  
 RF0473  ___________________________________________________________________
 RF0473  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 RF0473  DYNAMIC HT  -         236.499 (meters)     775.91  (feet)  COMP
 RF0473  MODELED GRAV-     980,724.8   (mgal)                       NAVD 88
 RF0473
 RF0473  VERT ORDER  -  FIRST     CLASS II
 RF0473
 RF0473.The horizontal coordinates were scaled from a topographic map and have
 RF0473.an estimated accuracy of +/- 6 seconds.
 RF0473
 RF0473.The orthometric height was determined by differential leveling
 RF0473.and adjusted by the National Geodetic Survey in June 1991..
 RF0473
 RF0473.The geoid height was determined by GEOID03.
 RF0473
 RF0473.The dynamic height is computed by dividing the NAVD 88
 RF0473.geopotential number by the normal gravity value computed on the
 RF0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0473.degrees latitude (g = 980.6199 gals.).
 RF0473
 RF0473.The modeled gravity was interpolated from observed gravity values.
 RF0473
 RF0473;                    North         East    Units  Estimated Accuracy
 RF0473;SPC ME E     -   351,060.      301,140.      MT  (+/- 180 meters Scaled)
 RF0473
 RF0473                          SUPERSEDED SURVEY CONTROL
 RF0473
 RF0473.No superseded survey control is available for this station.
 RF0473
 RF0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM392859(NAD 83)
 RF0473_MARKER: DR = REFERENCE MARK DISK
 RF0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0473_SP_SET: CONCRETE POST
 RF0473_STAMPING: BUFFALO NO. 1 1960
 RF0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0473+STABILITY: SURFACE MOTION
 RF0473
 RF0473  HISTORY     - Date     Condition        Report By
 RF0473  HISTORY     - 1960     MONUMENTED       CGS
 RF0473  HISTORY     - 1978     GOOD             NGS
 RF0473
 RF0473                          STATION DESCRIPTION
 RF0473
 RF0473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0473'5.2 MI NORTH FROM PORTAGE.
 RF0473'5.2 MILES NORTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE IN
 RF0473'PORTAGE, 28.0 FT. EAST OF THE CENTER LINE OF THE HIGHWAY, 4.0 FT.
 RF0473'NORTHEAST OF A POWER LINE POLE, AT THE WEST EDGE OF THE FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1658 ***********************************************************************
 OC1658  DESIGNATION -  BUGLIGHT USE 1909
 OC1658  PID         -  OC1658
 OC1658  STATE/COUNTY-  ME/CUMBERLAND
 OC1658  USGS QUAD   -  PORTLAND EAST (1975)
 OC1658
 OC1658                         *CURRENT SURVEY CONTROL
 OC1658  ___________________________________________________________________
 OC1658* NAD 83(1996)-  43 39 19.39853(N)    070 14 07.41242(W)     ADJUSTED  
 OC1658* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 OC1658  ___________________________________________________________________
 OC1658  LAPLACE CORR-           3.41  (seconds)                    DEFLEC99
 OC1658  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 OC1658
 OC1658  HORZ ORDER  -  THIRD
 OC1658
 OC1658.The horizontal coordinates were established by classical geodetic methods
 OC1658.and adjusted by the National Geodetic Survey in March 1998..
 OC1658
 OC1658.The orthometric height was scaled from a topographic map.
 OC1658
 OC1658.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1658
 OC1658.The geoid height was determined by GEOID03.
 OC1658
 OC1658;                    North         East     Units Scale Factor Converg.
 OC1658;SPC ME W     -    91,327.523   894,456.156   MT  0.99996704   -0 02 50.8
 OC1658;UTM  19      - 4,834,340.197   400,381.662   MT  0.99972206   -0 51 10.4
 OC1658
 OC1658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1658!SPC ME W     -   1.00000397  x   0.99996704  =   0.99997101
 OC1658!UTM  19      -   1.00000397  x   0.99972206  =   0.99972603
 OC1658
 OC1658:                Primary Azimuth Mark                     Grid Az
 OC1658:SPC ME W     -  GRAND TRUNK USE                          311 50 21.2
 OC1658:UTM  19      -  GRAND TRUNK USE                          312 38 40.8
 OC1658
 OC1658|---------------------------------------------------------------------|
 OC1658| PID    Reference Object                     Distance      Geod. Az  |
 OC1658|                                                           dddmmss.s |
 OC1658| OC1625 GRAND TRUNK USE                     APPROX. 0.8 KM 3114730.4 |
 OC1658|---------------------------------------------------------------------|
 OC1658
 OC1658                          SUPERSEDED SURVEY CONTROL
 OC1658
 OC1658  NAD 83(1992)-  43 39 19.39691(N)    070 14 07.41342(W) AD(       ) 3
 OC1658  NAD 83(1986)-  43 39 19.40294(N)    070 14 07.41898(W) AD(       ) 3
 OC1658  NAD 27      -  43 39 19.12000(N)    070 14 09.27000(W) AD(       ) 3
 OC1658
 OC1658.Superseded values are not recommended for survey control.
 OC1658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1658.See file dsdata.txt to determine how the superseded data were derived.
 OC1658
 OC1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0038234340(NAD 83)
 OC1658
 OC1658  HISTORY     - Date     Condition        Report By
 OC1658  HISTORY     - 1909     MONUMENTED       USE
 OC1658  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1658  HISTORY     - 1941     SEE DESCRIPTION  CGS
 OC1658
 OC1658                          STATION DESCRIPTION
 OC1658
 OC1658'DESCRIBED BY US ENGINEERS 1909
 OC1658'STATION IS THE PORTLAND BREAKWATER, 20 METERS FROM THE
 OC1658'LIGHTHOUSE AT ITS END.  THE STATION IS UNDER THE IRON
 OC1658'RAILING RUNNING ALONG THE CENTER OF THE BREAKWATER AND IS
 OC1658'BETWEEN THE EIGHTH AND NINTH POSTS FROM THE LIGHTHOUSE.  IT IS
 OC1658'MARKED BY A COPPER BOLT, WITH CROSS LINES CUT IN THE HEAD, SET
 OC1658'IN THE GRANITE COPING AND LEVEL WITH ITS SURFACE.
 OC1658
 OC1658                          STATION RECOVERY (1933)
 OC1658
 OC1658'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1658'STATION WAS RECOVERED, AS DESCRIBED, IN GOOD CONDITION.  NOT USED
 OC1658'IN THE 1933 TRIANGULATION.
 OC1658
 OC1658                          STATION RECOVERY (1941)
 OC1658
 OC1658'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FLP)
 OC1658'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1809 ***********************************************************************
 PE1809  DESIGNATION -  BUMP 1944
 PE1809  PID         -  PE1809
 PE1809  STATE/COUNTY-  ME/HANCOCK
 PE1809  USGS QUAD   -  BAR HARBOR (1982)
 PE1809
 PE1809                         *CURRENT SURVEY CONTROL
 PE1809  ___________________________________________________________________
 PE1809* NAD 83(1996)-  44 28 45.09002(N)    068 08 23.42224(W)     ADJUSTED  
 PE1809* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 PE1809  ___________________________________________________________________
 PE1809  LAPLACE CORR-           4.62  (seconds)                    DEFLEC99
 PE1809  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 PE1809
 PE1809  HORZ ORDER  -  THIRD
 PE1809
 PE1809.The horizontal coordinates were established by classical geodetic methods
 PE1809.and adjusted by the National Geodetic Survey in March 1998..
 PE1809
 PE1809.The orthometric height was scaled from a topographic map.
 PE1809
 PE1809.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1809
 PE1809.The geoid height was determined by GEOID03.
 PE1809
 PE1809;                    North         East     Units Scale Factor Converg.
 PE1809;SPC ME E     -    90,336.698   328,650.730   MT  0.99991009   +0 15 08.5
 PE1809;UTM  19      - 4,925,457.623   568,405.191   MT  0.99965754   +0 36 09.7
 PE1809
 PE1809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1809!SPC ME E     -   1.00000363  x   0.99991009  =   0.99991372
 PE1809!UTM  19      -   1.00000363  x   0.99965754  =   0.99966117
 PE1809
 PE1809:                Primary Azimuth Mark                     Grid Az
 PE1809:SPC ME E     -  STAVE 1944                               172 42 12.0
 PE1809:UTM  19      -  STAVE 1944                               172 21 10.8
 PE1809
 PE1809|---------------------------------------------------------------------|
 PE1809| PID    Reference Object                     Distance      Geod. Az  |
 PE1809|                                                           dddmmss.s |
 PE1809| PE1797 STAVE 1944                          APPROX. 3.3 KM 1725720.5 |
 PE1809| PE1808 CALF ISLAND BOATHOUSE NE GABLE      APPROX. 2.1 KM 2015836.4 |
 PE1809|---------------------------------------------------------------------|
 PE1809
 PE1809                          SUPERSEDED SURVEY CONTROL
 PE1809
 PE1809  NAD 83(1992)-  44 28 45.08355(N)    068 08 23.42714(W) AD(       ) 3
 PE1809  NAD 83(1986)-  44 28 45.08171(N)    068 08 23.43204(W) AD(       ) 3
 PE1809  NAD 27      -  44 28 44.79400(N)    068 08 25.40500(W) AD(       ) 3
 PE1809
 PE1809.Superseded values are not recommended for survey control.
 PE1809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1809.See file dsdata.txt to determine how the superseded data were derived.
 PE1809
 PE1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK6840525458(NAD 83)
 PE1809
 PE1809  HISTORY     - Date     Condition        Report By
 PE1809  HISTORY     - 1944     MONUMENTED       CGS
 PE1809
 PE1809                          STATION DESCRIPTION
 PE1809
 PE1809'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1809'STATION IS LOCATED ON THE SOUTHERN SIDE OF ASH NECK IN UPPER
 PE1809'FRENCHMAN BAY, ABOUT MIDWAY BETWEEN ASH POINT AND HALL POINT,
 PE1809'ABOUT 100 METERS EAST OF A SMALL DOCK AND ON THE EAST SIDE OF THE
 PE1809'SMALL ROUNDING POINT IN THE SOUTH SIDE OF THE NECK.  MARK IS
 PE1809'A STANDARD DISC STAMPED BUMP, 1944 SET IN LEDGE ROCK AND ABOUT
 PE1809'3 METERS BACK OF THE MEAN HIGH WATER LINE.
 PE1809'
 PE1809'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK 3 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0267 ***********************************************************************
 QH0267  DESIGNATION -  BUMP IBC
 QH0267  PID         -  QH0267
 QH0267  STATE/COUNTY-  ME/FRANKLIN
 QH0267  USGS QUAD   -  MERRILL MOUNTAIN (1970)
 QH0267
 QH0267                         *CURRENT SURVEY CONTROL
 QH0267  ___________________________________________________________________
 QH0267* NAD 83(1996)-  45 27 16.17390(N)    070 38 41.39168(W)     ADJUSTED  
 QH0267* NAVD 88     -      1042.     (meters)    3419.     (feet)  SCALED    
 QH0267  ___________________________________________________________________
 QH0267  LAPLACE CORR-           8.87  (seconds)                    DEFLEC99
 QH0267  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 QH0267
 QH0267  HORZ ORDER  -  SECOND
 QH0267
 QH0267.The horizontal coordinates were established by classical geodetic methods
 QH0267.and adjusted by the National Geodetic Survey in March 1998..
 QH0267
 QH0267.The orthometric height was scaled from a topographic map.
 QH0267
 QH0267.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0267
 QH0267.The geoid height was determined by GEOID03.
 QH0267
 QH0267;                    North         East     Units Scale Factor Converg.
 QH0267;SPC ME W     -   291,351.806   862,598.759   MT  0.99998386   -0 20 26.8
 QH0267;UTM  19      - 5,034,756.635   371,391.389   MT  0.99980336   -1 10 20.7
 QH0267
 QH0267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0267!SPC ME W     -   0.99984070  x   0.99998386  =   0.99982457
 QH0267!UTM  19      -   0.99984070  x   0.99980336  =   0.99964410
 QH0267
 QH0267:                Primary Azimuth Mark                     Grid Az
 QH0267:SPC ME W     -  MERRILL IBC                              306 18 19.5
 QH0267:UTM  19      -  MERRILL IBC                              307 08 13.4
 QH0267
 QH0267|---------------------------------------------------------------------|
 QH0267| PID    Reference Object                     Distance      Geod. Az  |
 QH0267|                                                           dddmmss.s |
 QH0267| QH0277 MERRILL IBC                         APPROX. 4.1 KM 3055752.7 |
 QH0267|---------------------------------------------------------------------|
 QH0267
 QH0267                          SUPERSEDED SURVEY CONTROL
 QH0267
 QH0267  NAD 83(1992)-  45 27 16.17249(N)    070 38 41.38607(W) AD(       ) 2
 QH0267  NAD 83(1992)-  45 27 16.17830(N)    070 38 41.37995(W) AD(       ) 2
 QH0267  NAD 83(1986)-  45 27 16.17433(N)    070 38 41.38864(W) AD(       ) 2
 QH0267  NAD 27      -  45 27 16.00400(N)    070 38 43.12900(W) AD(       ) 2
 QH0267
 QH0267.Superseded values are not recommended for survey control.
 QH0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0267.See file dsdata.txt to determine how the superseded data were derived.
 QH0267
 QH0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL7139134757(NAD 83)
 QH0267_MARKER: DD = SURVEY DISK
 QH0267_SETTING: 80 = SET IN A BOULDER
 QH0267_SP_SET: PARTIALLY EXPOSED BOULDER
 QH0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0267+STABILITY: SURFACE MOTION
 QH0267_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QH0267+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2006
 QH0267
 QH0267  HISTORY     - Date     Condition        Report By
 QH0267  HISTORY     - 1915     MONUMENTED       IBC
 QH0267  HISTORY     - 1941     GOOD             IBC
 QH0267  HISTORY     - 20060714 GOOD             GEOCAC
 QH0267
 QH0267                          STATION DESCRIPTION
 QH0267
 QH0267'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1915 (JH)
 QH0267'IN TOWNSHIP 7, RANGE 2, ON A HIGH PEAK ABOUT THREE - FOURTHS MILE
 QH0267'NORTH - NORTHEAST OF MONUMENT 410 AND ABOUT 1-1/2 MILES SOUTHEAST OF
 QH0267'VAN DYKES OLD LUMBER CAMPS WHICH ARE LOCATED AT THE FORKS OF
 QH0267'MERRILL BROOK.  THE STATION IS ON THE HIGHEST PART OF THE HILL.
 QH0267'
 QH0267'STATION MARK--A BRONZE DISK CEMENTED IN A DRILL HOLE IN A LARGE
 QH0267'BOULDER BURIED IN THE EARTH.
 QH0267
 QH0267                          STATION RECOVERY (1941)
 QH0267
 QH0267'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941 (FHB)
 QH0267'STATION RECOVERED IN GOOD CONDITION.
 QH0267
 QH0267                          STATION RECOVERY (2006)
 QH0267
 QH0267'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 QH0267'THE STATION WAS FOUND IN GOOD CONDITION AS DESCRIBED.
 QH0267' 
 QH0267'THE STATION IS LOCATED AT THE HIGHEST POINT ON THE SUMMIT OF THE 3420+
 QH0267'FOOT, UNNAMED PEAK IN MERRILL STRIP TOWNSHIP MAINE ABOUT .75 MILES
 QH0267'NORTHEAST OF BOUNDARY MONUMENT 410.  THE STATION WAS REACHED BY BUSH
 QH0267'WHACKING FROM THE BOUNDARY SWATH STARTING AT MONUMENT 410.
 QH0267' 
 QH0267'THE STATION WAS MOUNTED ON A MOSS COVERED ROCK FLUSH WITH THE GROUND
 QH0267'AT THE BASE OF A SMALL ROCK CAIRN.  THE CAIRN WAS IN A SMALL GROVE OF
 QH0267'SPRUCE TREES JUST EAST OF A CLEARING AT THE TOP OF THE PEAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1452 ***********************************************************************
 OC1452  DESIGNATION -  BUNGANUC LANDING BARN CUPOLA
 OC1452  PID         -  OC1452
 OC1452  STATE/COUNTY-  ME/CUMBERLAND
 OC1452  USGS QUAD   -  FREEPORT (1970)
 OC1452
 OC1452                         *CURRENT SURVEY CONTROL
 OC1452  ___________________________________________________________________
 OC1452* NAD 83(1996)-  43 52 04.20565(N)    070 00 44.95692(W)     ADJUSTED  
 OC1452* NAVD 88     -                                                        
 OC1452  ___________________________________________________________________
 OC1452  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 OC1452  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 OC1452
 OC1452  HORZ ORDER  -  THIRD
 OC1452
 OC1452.The horizontal coordinates were established by classical geodetic methods
 OC1452.and adjusted by the National Geodetic Survey in March 1998..
 OC1452
 OC1452
 OC1452.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1452
 OC1452.The geoid height was determined by GEOID03.
 OC1452
 OC1452;                    North         East     Units Scale Factor Converg.
 OC1452;SPC ME W     -   114,940.406   912,393.086   MT  0.99996855   +0 06 24.6
 OC1452;UTM  19      - 4,857,691.896   418,644.520   MT  0.99968141   -0 42 06.1
 OC1452
 OC1452                          SUPERSEDED SURVEY CONTROL
 OC1452
 OC1452  NAD 83(1992)-  43 52 04.20413(N)    070 00 44.95659(W) AD(       ) 4
 OC1452  NAD 83(1986)-  43 52 04.20988(N)    070 00 44.96173(W) AD(       ) 4
 OC1452  NAD 27      -  43 52 03.92100(N)    070 00 46.78400(W) AD(       ) 3
 OC1452
 OC1452.Superseded values are not recommended for survey control.
 OC1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1452.See file dsdata.txt to determine how the superseded data were derived.
 OC1452
 OC1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ1864557692(NAD 83)
 OC1452
 OC1452  HISTORY     - Date     Condition        Report By
 OC1452  HISTORY     - 1933     MONUMENTED       CGS
 OC1452  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OC1452
 OC1452                          STATION DESCRIPTION
 OC1452
 OC1452'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1452'STATION IS THE CUPOLA ON A LARGE BARN, ABOUT 3/4
 OC1452'MILE N OF BUNGANUC LANDING IN CASCO BAY.  THIS IS
 OC1452'THE ONLY BARN OF ANY SIZE N OF THE LANDING AND IS
 OC1452'ABOUT 1/2 MILE N OF STATION LITCHFIELDS.  IT IS
 OC1452'PLAINLY VISIBLE FROM LITCHFIELDS.  THE STATION IS THE CENTER
 OC1452'OF CUPOLA.
 OC1452
 OC1452                          STATION RECOVERY (1942)
 OC1452
 OC1452'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OC1452'STATION IS ABOUT 1/2 MILE NE OF BUNGANUC LANDING AND ON THE W
 OC1452'SIDE OF THE ROAD LEADING DOWN TO THE LANDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1427 ***********************************************************************
 QG1427  DESIGNATION -  BUNKER
 QG1427  PID         -  QG1427
 QG1427  STATE/COUNTY-  ME/PENOBSCOT
 QG1427  USGS QUAD   -  HARDY POND (1988)
 QG1427
 QG1427                         *CURRENT SURVEY CONTROL
 QG1427  ___________________________________________________________________
 QG1427* NAD 83(1996)-  45 15 23.21238(N)    068 45 36.08911(W)     ADJUSTED  
 QG1427* NAVD 88     -       168.5    (meters)     553.     (feet)  VERTCON   
 QG1427  ___________________________________________________________________
 QG1427  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 QG1427  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 QG1427
 QG1427  HORZ ORDER  -  FIRST
 QG1427
 QG1427.The horizontal coordinates were established by classical geodetic methods
 QG1427.and adjusted by the National Geodetic Survey in March 1998..
 QG1427
 QG1427.The NAVD 88 height was computed by applying the VERTCON shift value to
 QG1427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QG1427
 QG1427.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1427
 QG1427.The geoid height was determined by GEOID03.
 QG1427
 QG1427;                    North         East     Units Scale Factor Converg.
 QG1427;SPC ME E     -   176,673.716   279,591.576   MT  0.99990512   -0 11 04.9
 QG1427;UTM  19      - 5,011,467.159   518,829.159   MT  0.99960436   +0 10 13.6
 QG1427
 QG1427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1427!SPC ME E     -   0.99997744  x   0.99990512  =   0.99988256
 QG1427!UTM  19      -   0.99997744  x   0.99960436  =   0.99958181
 QG1427
 QG1427|---------------------------------------------------------------------|
 QG1427| PID    Reference Object                     Distance      Geod. Az  |
 QG1427|                                                           dddmmss.s |
 QG1427| CE8815 BUNKER RM 1                          19.494 METERS 00153     |
 QG1427| QG1420 HOWLAND PINE TREE TANNING STK       APPROX. 8.4 KM 1035726.2 |
 QG1427| QG1419 HOWLAND PINE TREE TANNING TANK      APPROX. 8.3 KM 1041741.1 |
 QG1427| CE8814 BUNKER AZ MK                                       1675126.4 |
 QG1427| CE8816 BUNKER RM 2                          23.016 METERS 18607     |
 QG1427| QG1425 MEDFORD NETT MICROWAVE              APPROX. 9.7 KM 2572003.7 |
 QG1427|---------------------------------------------------------------------|
 QG1427
 QG1427                          SUPERSEDED SURVEY CONTROL
 QG1427
 QG1427  NAD 83(1992)-  45 15 23.21047(N)    068 45 36.08619(W) AD(       ) 1
 QG1427  NAD 83(1986)-  45 15 23.21737(N)    068 45 36.09314(W) AD(       ) 1
 QG1427  NAD 27      -  45 15 23.02182(N)    068 45 37.98216(W) AD(       ) 1
 QG1427  NGVD 29 (07/19/86)  168.7    (m)          553.     (f) VERT ANG       
 QG1427
 QG1427.Superseded values are not recommended for survey control.
 QG1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1427.See file dsdata.txt to determine how the superseded data were derived.
 QG1427
 QG1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL1882911467(NAD 83)
 QG1427_MARKER: DS = TRIANGULATION STATION DISK
 QG1427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG1427_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QG1427
 QG1427  HISTORY     - Date     Condition        Report By
 QG1427  HISTORY     - 1975     MONUMENTED       NGS
 QG1427
 QG1427                          STATION DESCRIPTION
 QG1427
 QG1427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 QG1427'THE STATION IS LOCATED 11 MILES EAST OF MILO, 5 MILES WEST-NORTHWEST
 QG1427'OF HOWLAND, 1-1/2 MILES SOUTH OF THE PISCATAQUIS RIVER, 1 MILE
 QG1427'EAST OF THE PENOBSCOT-PISCATAQUIS COUNTY LINE, ON A HIGH
 QG1427'HILL KNOWN LOCALLY AS BUNKER HILL.
 QG1427'
 QG1427'TO REACH THE STATION FROM ABOUT 1 MILE WEST OF HOWLAND AT THE
 QG1427'INTERSECTION OF INTERSTATE ROUTE 95 AND STATE ROUTES 6 AND 155,
 QG1427'GO WESTERLY ON STATE ROUTES 6 AND 155 FOR 4.8 MILES TO A SIDE
 QG1427'ROAD ON THE RIGHT AND THE MAXFIELD-LAGRANGE TOWN LINE, TURN RIGHT
 QG1427'AND GO NORTHERLY FOR 1 MILE TO THE MAXFIELD-HOWLAND TOWN LINE,
 QG1427'CONTINUE NORTHERLY FOR 0.80 MILE TO THE AZIMUTH MARK ON THE
 QG1427'RIGHT, CONTINUE 0.10 MILE TO A FARM DRIVEWAY ON THE RIGHT,
 QG1427'CONTINUE NORTHERLY FOR 0.15 MILE TO THE STATION ON THE
 QG1427'RIGHT IN THE EDGE OF A FIELD.
 QG1427'
 QG1427'THE STATION IS A STANDARD DISK STAMPED BUNKER 1975 SET IN THE TOP
 QG1427'OF A 12-INCH CYLINDRICAL CONCRETE POST WHICH IS 18 INCHES BELOW
 QG1427'THE SURFACE OF THE GROUND.  IT IS 21.0 FEET EAST OF A METAL
 QG1427'WITNESS POST AND SIGN, 59.5 FEET EAST OF THE CENTERLINE OF THE
 QG1427'ROAD, AND 56.0 FEET SOUTHEAST OF A TWIN 8-INCH MAPLE.
 QG1427'
 QG1427'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED BUNKER NO 1
 QG1427'1975, CEMENTED IN A DRILL HOLE IN A LARGE BOULDER WHICH PROJECTS
 QG1427'ABOUT 1 INCH.  IT IS 73.5 FEET EAST OF THE CENTERLINE OF THE ROAD,
 QG1427'AND 45.0 FEET EAST-NORTHEAST OF A TWIN 8-INCH MAPLE.
 QG1427'
 QG1427'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED BUNKER NO 2
 QG1427'1975, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST
 QG1427'WHICH PROJECTS 6 INCHES.  IT IS 6 FEET WEST OF THE EDGE OF THE
 QG1427'FIELD, 3.4 FEET SOUTH OF A METAL WITNESS POST AND SIGN, AND 38.5
 QG1427'FEET EAST OF THE CENTERLINE OF THE ROAD.
 QG1427'
 QG1427'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BUNKER AZ 1975, SET
 QG1427'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST WHICH PROJECTS
 QG1427'6 INCHES.  IT IS 10 FEET NORTH OF A EAST-WEST STONE WALL, 56 FEET
 QG1427'EAST OF A NORTH-SOUTH STONE WALL, 87 FEET EAST OF THE CENTERLINE
 QG1427'OF THE ROAD, 5.5 FEET WEST-NORTHWEST OF A TWIN 10-INCH POPLAR,
 QG1427'AND 2.80 FEET WEST OF A METAL WITNESS POST AND SIGN.
 QG1427'
 QG1427'HEIGHT OF LIGHT ABOVE STATION MARK 28 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AD9920 ***********************************************************************
 AD9920  FBN         -  This is a Federal Base Network Control Station.
 AD9920  DESIGNATION -  BUNKER
 AD9920  PID         -  AD9920
 AD9920  STATE/COUNTY-  ME/AROOSTOOK
 AD9920  USGS QUAD   -  BRIDGEWATER (1984)
 AD9920
 AD9920                         *CURRENT SURVEY CONTROL
 AD9920  ___________________________________________________________________
 AD9920* NAD 83(1996)-  46 23 29.03867(N)    067 50 35.38364(W)     ADJUSTED  
 AD9920* NAVD 88     -       183.5    (meters)     602.     (feet)  GPS OBS   
 AD9920  ___________________________________________________________________
 AD9920  X           -   1,662,082.113 (meters)                     COMP
 AD9920  Y           -  -4,081,594.422 (meters)                     COMP
 AD9920  Z           -   4,595,478.184 (meters)                     COMP
 AD9920  LAPLACE CORR-           3.21  (seconds)                    DEFLEC99
 AD9920  ELLIP HEIGHT-         160.08  (meters)          (04/26/01) GPS OBS
 AD9920  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 AD9920
 AD9920  HORZ ORDER  -  A
 AD9920  ELLP ORDER  -  FOURTH    CLASS I
 AD9920
 AD9920.The horizontal coordinates were established by GPS observations
 AD9920.and adjusted by the National Geodetic Survey in July 1997..
 AD9920
 AD9920.The orthometric height was determined by GPS observations and a
 AD9920.high-resolution geoid model.
 AD9920
 AD9920.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9920
 AD9920.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9920
 AD9920.The ellipsoidal height was determined by GPS observations
 AD9920.and is referenced to NAD 83.
 AD9920
 AD9920.The geoid height was determined by GEOID03.
 AD9920
 AD9920;                    North         East     Units Scale Factor Converg.
 AD9920;SPC ME E     -   302,985.350   350,515.771   MT  0.99993136   +0 28 32.2
 AD9920;UTM  19      - 5,138,186.358   588,942.644   MT  0.99969724   +0 50 15.7
 AD9920
 AD9920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9920!SPC ME E     -   0.99997491  x   0.99993136  =   0.99990627
 AD9920!UTM  19      -   0.99997491  x   0.99969724  =   0.99967215
 AD9920
 AD9920                          SUPERSEDED SURVEY CONTROL
 AD9920
 AD9920  ELLIP H (07/24/97)  160.06   (m)                       GP(       ) 2 1
 AD9920  NAVD 88 (07/24/97)  183.51   (m)          602.1    (f) LEVELING    3  
 AD9920
 AD9920.Superseded values are not recommended for survey control.
 AD9920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9920.See file dsdata.txt to determine how the superseded data were derived.
 AD9920
 AD9920_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM8894338186(NAD 83)
 AD9920_MARKER: DD = SURVEY DISK
 AD9920_SETTING: 66 = SET IN ROCK OUTCROP
 AD9920_STAMPING: BUNKER 1987
 AD9920_MARK LOGO: MEDT  
 AD9920_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9920_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AD9920+STABILITY: POSITION/ELEVATION WELL
 AD9920_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9920+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2000
 AD9920
 AD9920  HISTORY     - Date     Condition        Report By
 AD9920  HISTORY     - 1987     MONUMENTED       MEDT
 AD9920  HISTORY     - 19961008 GOOD             MEDT
 AD9920  HISTORY     - 20000410 GOOD             NGS
 AD9920
 AD9920                          STATION DESCRIPTION
 AD9920
 AD9920'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1996 (MC)
 AD9920'GENERAL LOCATION BRIDGEWATER TO REACH FROM THE THE POST OFFICE IN
 AD9920'BRIDGEWATER IN THE TOWN OF BRIDGEWATER, GO SOUTH 2.4 MI (3.9 KM) ON
 AD9920'U.S. ROUTE 1 TO THE MARK ON THE RIGHT. THE MARK IS A MEDT STANDARD
 AD9920'DISK CEMENTED IN A DRILL HOLE IN A LEDGE OUTCROP.  IT IS 78 FT (23.8
 AD9920'M) NORTH OF POLE 522, 56 FT (17.1 M) SOUTHEAST OF A BENCH MARK DISK
 AD9920'BRW-1-B, 63.2 FT (19.3 M) WEST OF THE CENTERLINE OF U.S. ROUTE 1 AT
 AD9920'STATION 42+18, AND 45 FT (13.7 M) SOUTH OF A METAL WITNESS POST.
 AD9920
 AD9920                          STATION RECOVERY (2000)
 AD9920
 AD9920'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 AD9920'RECOVERED AS DESCRIBED.  NOTE--THE STATION CAN ALSO BE REACHED FROM
 AD9920'THE POST OFFICE IN MONTICELLO, BY GOING NORTH ON US HIGHWAY 1 FOR 7.0
 AD9920'KM (4.35 MI) TO THE JUNCTION OF FULLERTON ROAD ON THE RIGHT. CONTINUE
 AD9920'AHEAD NORTH ON HIGHWAY 1 FOR 2.25 KM (1.40 MI) TO THE STATION ON THE
 AD9920'LEFT.  THE STATION IS ABOUT 2.44 M (8.01 FT) ABOVE THE HIGHWAY ON THE
 AD9920'SLOPE OF A CUT BANK, IN A SMALL AREA OF EXPOSED ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1784 ***********************************************************************
 PE1784  DESIGNATION -  BUNKER LEDGE MONUMENT
 PE1784  PID         -  PE1784
 PE1784  STATE/COUNTY-  ME/HANCOCK
 PE1784  USGS QUAD   -  SEAL HARBOR (1983)
 PE1784
 PE1784                         *CURRENT SURVEY CONTROL
 PE1784  ___________________________________________________________________
 PE1784* NAD 83(1996)-  44 16 47.76623(N)    068 13 22.99040(W)     ADJUSTED  
 PE1784* NAVD 88     -                                                        
 PE1784  ___________________________________________________________________
 PE1784  LAPLACE CORR-           4.51  (seconds)                    DEFLEC99
 PE1784  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 PE1784
 PE1784  HORZ ORDER  -  THIRD
 PE1784
 PE1784.The horizontal coordinates were established by classical geodetic methods
 PE1784.and adjusted by the National Geodetic Survey in March 1998..
 PE1784
 PE1784
 PE1784.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1784
 PE1784.The geoid height was determined by GEOID03.
 PE1784
 PE1784;                    North         East     Units Scale Factor Converg.
 PE1784;SPC ME E     -    68,171.793   322,105.959   MT  0.99990601   +0 11 36.1
 PE1784;UTM  19      - 4,903,258.860   561,997.471   MT  0.99964727   +0 32 32.8
 PE1784
 PE1784                          SUPERSEDED SURVEY CONTROL
 PE1784
 PE1784  NAD 83(1992)-  44 16 47.76935(N)    068 13 22.99150(W) AD(       ) 4
 PE1784  NAD 83(1986)-  44 16 47.76880(N)    068 13 22.99714(W) AD(       ) 4
 PE1784  NAD 27      -  44 16 47.48900(N)    068 13 24.94700(W) AD(       ) 3
 PE1784
 PE1784.Superseded values are not recommended for survey control.
 PE1784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1784.See file dsdata.txt to determine how the superseded data were derived.
 PE1784
 PE1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK6199703259(NAD 83)
 PE1784
 PE1784  HISTORY     - Date     Condition        Report By
 PE1784  HISTORY     - UNK      MONUMENTED
 PE1784  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE1784  HISTORY     - 1953     SEE DESCRIPTION  CGS
 PE1784
 PE1784                          STATION DESCRIPTION
 PE1784
 PE1784'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1784'STATION RECOVERED IN GOOD CONDITION.  THE U.S. COAST GUARD HAS
 PE1784'NO RECORD AS TO THE DATE OF ITS CONSTRUCTION, BUT IT WAS BEFORE
 PE1784'1870, AND HAS NOT BEEN CHANGED SINCE THAT DATE.
 PE1784
 PE1784                          STATION RECOVERY (1953)
 PE1784
 PE1784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (DFR)
 PE1784'STATION WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1892 ***********************************************************************
 PE1892  DESIGNATION -  BUNKER RESET
 PE1892  PID         -  PE1892
 PE1892  STATE/COUNTY-  ME/HANCOCK
 PE1892  USGS QUAD   -  SALSBURY COVE (1981)
 PE1892
 PE1892                         *CURRENT SURVEY CONTROL
 PE1892  ___________________________________________________________________
 PE1892* NAD 83(1996)-  44 27 29.04781(N)    068 20 02.62826(W)     ADJUSTED  
 PE1892* NAVD 88     -        42.     (meters)     138.     (feet)  SCALED    
 PE1892  ___________________________________________________________________
 PE1892  LAPLACE CORR-           5.59  (seconds)                    DEFLEC99
 PE1892  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 PE1892
 PE1892  HORZ ORDER  -  SECOND
 PE1892
 PE1892.The horizontal coordinates were established by classical geodetic methods
 PE1892.and adjusted by the National Geodetic Survey in March 1998..
 PE1892
 PE1892.The orthometric height was scaled from a topographic map.
 PE1892
 PE1892.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1892
 PE1892.The geoid height was determined by GEOID03.
 PE1892
 PE1892;                    North         East     Units Scale Factor Converg.
 PE1892;SPC ME E     -    87,940.033   313,204.999   MT  0.99990214   +0 06 58.4
 PE1892;UTM  19      - 4,922,967.224   552,978.415   MT  0.99963452   +0 27 59.1
 PE1892
 PE1892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1892!SPC ME E     -   0.99999725  x   0.99990214  =   0.99989939
 PE1892!UTM  19      -   0.99999725  x   0.99963452  =   0.99963177
 PE1892
 PE1892:                Primary Azimuth Mark                     Grid Az
 PE1892:SPC ME E     -  EAST LAMOINE GRAY CHURCH SPIRE           046 11 34.3
 PE1892:UTM  19      -  EAST LAMOINE GRAY CHURCH SPIRE           045 50 33.6
 PE1892
 PE1892|---------------------------------------------------------------------|
 PE1892| PID    Reference Object                     Distance      Geod. Az  |
 PE1892|                                                           dddmmss.s |
 PE1892| PE1867 EAST LAMOINE GRAY CHURCH SPIRE      APPROX. 1.5 KM 0461832.7 |
 PE1892| PE1876 TRENTON POINT RESET                 APPROX. 2.5 KM 0673018.9 |
 PE1892| PE1875 TRENTON PT SCHOOLHOUSE CUPOLA       APPROX. 2.2 KM 0844120.5 |
 PE1892| PE1872 LAMOINE BEACH BLACK STANDPIPE       APPROX. 2.9 KM 1021959.2 |
 PE1892| PE1869 MT DESERT NARROWS S TRANSM TWR      APPROX. 4.1 KM 2190438.3 |
 PE1892| PE1871 MT DESERT NARROWS N TRANSM TWR      APPROX. 4.0 KM 2223042.8 |
 PE1892| CE7819 BUNKER RM 1                           9.498 METERS 24014     |
 PE1892| CE7820 BUNKER RM 2                          15.588 METERS 31625     |
 PE1892|---------------------------------------------------------------------|
 PE1892
 PE1892                          SUPERSEDED SURVEY CONTROL
 PE1892
 PE1892  NAD 83(1992)-  44 27 29.04142(N)    068 20 02.62528(W) AD(       ) 2
 PE1892  NAD 83(1986)-  44 27 29.04042(N)    068 20 02.62894(W) AD(       ) 2
 PE1892  NAD 27      -  44 27 28.76300(N)    068 20 04.56700(W) AD(       ) 2
 PE1892
 PE1892.Superseded values are not recommended for survey control.
 PE1892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1892.See file dsdata.txt to determine how the superseded data were derived.
 PE1892
 PE1892_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK5297822967(NAD 83)
 PE1892
 PE1892  HISTORY     - Date     Condition        Report By
 PE1892  HISTORY     - 1934     MONUMENTED       CGS
 PE1892  HISTORY     - 1911     SEE DESCRIPTION  CGS
 PE1892  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE1892  HISTORY     - 1952     SEE DESCRIPTION  CGS
 PE1892  HISTORY     - 1956     SEE DESCRIPTION  CGS
 PE1892  HISTORY     - 1975     SEE DESCRIPTION  NGS
 PE1892
 PE1892                          STATION DESCRIPTION
 PE1892
 PE1892'DESCRIBED BY COAST AND GEODETIC SURVEY 1911
 PE1892'ON THE HIGHEST PART OF OLD POINT, WHICH LIES BETWEEN JORDAN RIVER
 PE1892'AND BERRYS COVE AND TO THE NORTHWESTWARD OF MOUNT DESERT
 PE1892'ISLANDS MOST NORTHERN POINT.  THE STATION IS ABOUT 1/2 MILE N
 PE1892'OF THE EXTREMITY OF OLD POINT, 1/4 MILE W OF SHORE OF BERRYS
 PE1892'COVE, AND ABOUT 150 METERS S OF THE ROAD LEADING TO LAMOINE.  THE
 PE1892'LAND BELONGS TO MARTIN BUNKER, WHOSE HOUSE IS ON THE S SIDE OF
 PE1892'THE ROAD AND NEAR THE STATION.  A STONE FENCE IS 12 PACES W,
 PE1892'AND A RAIL FENCE 44 PACES S OF THE STATION, WHICH IS MARKED BY
 PE1892'A COPPER BOLT IN A HOLE IN A ROCK.
 PE1892
 PE1892                          STATION RECOVERY (1934)
 PE1892
 PE1892'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1892'STATION IS IN LAMOINE TOWNSHIP, ON OAK POINT WHICH LIES BETWEEN
 PE1892'BERRYS COVE AND JORDAN RIVER.  THE STATION IS ABOUT 3/4 MILE W
 PE1892'OF BERRYS COVE AND ABOUT 3/4 MILE NNW OF THE S POINT OF OAK
 PE1892'POINT.  IT IS IN AN OPEN FIELD JUST S OF THE HOME OF MR. R.D.
 PE1892'HARDING WHO NOW OWNS THE PROPERTY.  IT IS 45 FEET E OF THE W
 PE1892'TREE LINE AND 140 FEET N OF THE S TREE LINE.
 PE1892'
 PE1892'REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL HOLES
 PE1892'IN OUTCROPPING BEDROCK.  REFERENCE MARK NO. 1 IS 15 FEET E OF
 PE1892'THE W TREE LINE AND 185 FEET N OF THE S TREE LINE.
 PE1892'
 PE1892'REFERENCE MARK NO. 2 IS 10 FEET E OF THE W TREE LINE AND 185
 PE1892'FEET N OF THE S TREE LINE.
 PE1892'
 PE1892'TO REACH FROM ELLSWORTH, GO S 2.0 MILES ON U.S. HIGHWAY 1, AND
 PE1892'TAKE RIGHT FORK ONTO HIGHWAY 184.  FOLLOW S 6.6 MILES TO HOME
 PE1892'OF MR. HARDING, TURN RIGHT AT HOUSE AND PROCEED ABOUT 150 METERS
 PE1892'ACROSS MEADOW TO STATION.
 PE1892
 PE1892                          STATION RECOVERY (1952)
 PE1892
 PE1892'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (FK)
 PE1892'LETTER OF MRS. FREDERIKA KRAUS, SHORE ROAD, LAMOINE, MAINE,
 PE1892'DATED JUNE 17, 1952--
 PE1892'
 PE1892'REFERENCE MARK 1 DESTROYED.
 PE1892'
 PE1892'REFERENCE-MARK DISK, STAMPED BUNKER NO 1 1865 1934 RECEIVED
 PE1892'AT THIS OFFICE JUNE 30, 1952.
 PE1892
 PE1892                          STATION RECOVERY (1956)
 PE1892
 PE1892'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 PE1892'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN
 PE1892'GOOD CONDITION.  THE DISTANCES TO AND BETWEEN REFERENCE MARKS
 PE1892'WERE VERIFIED.  THE PREVIOUS DESCRIPTION IS ADEQUATE WITH THE
 PE1892'FOLLOWING ADDITIONS--
 PE1892'
 PE1892'THE HOUSE AND PROPERTY REFERRED TO IN THE PREVIOUS DESCRIPTION
 PE1892'ARE NOW OWNED BY MRS. FREDERIKA KRAUS.  THE REFERENCE MARK, WHICH
 PE1892'SHE FORWARDED TO WASHINGTON IN 1952, EVIDENTLY MUST HAVE BEEN
 PE1892'AN EXTRA MARK DISCARDED BY THE 1934 FIELD PARTY AS BOTH REFERENCE
 PE1892'MARKS DESCRIBED IN THE 1934 DESCRIPTION WERE RECOVERED.
 PE1892'
 PE1892'THE STATION MARK IS A STANDARD DISK, STAMPED BUNKER 1865 1934.
 PE1892'
 PE1892'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BUNKER 1934 NO 1.
 PE1892'
 PE1892'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BUNKER 1934 NO 2.
 PE1892
 PE1892                          STATION RECOVERY (1975)
 PE1892
 PE1892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (ARB)
 PE1892'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED IN BOOK 536,
 PE1892'PG. 10 WITH EXCEPTION THAT PROPERTY IS NOW OWNED BY H.A. HARTLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1167 ***********************************************************************
 PD1167  DESIGNATION -  BURKE RESET
 PD1167  PID         -  PD1167
 PD1167  STATE/COUNTY-  ME/WASHINGTON
 PD1167  USGS QUAD   -  CHERRYFIELD (1978)
 PD1167
 PD1167                         *CURRENT SURVEY CONTROL
 PD1167  ___________________________________________________________________
 PD1167* NAD 83(1996)-  44 35 55.51817(N)    067 58 28.12084(W)     ADJUSTED  
 PD1167* NAVD 88     -       129.3    (meters)     424.     (feet)  VERTCON   
 PD1167  ___________________________________________________________________
 PD1167  LAPLACE CORR-           5.47  (seconds)                    DEFLEC99
 PD1167  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 PD1167
 PD1167  HORZ ORDER  -  FIRST
 PD1167
 PD1167.The horizontal coordinates were established by classical geodetic methods
 PD1167.and adjusted by the National Geodetic Survey in March 1998..
 PD1167
 PD1167.The NAVD 88 height was computed by applying the VERTCON shift value to
 PD1167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PD1167
 PD1167.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1167
 PD1167.The geoid height was determined by GEOID03.
 PD1167
 PD1167;                    North         East     Units Scale Factor Converg.
 PD1167;SPC ME E     -   103,692.830   341,719.759   MT  0.99992140   +0 22 08.4
 PD1167;UTM  19      - 4,938,890.195   581,389.021   MT  0.99968146   +0 43 12.3
 PD1167
 PD1167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD1167!SPC ME E     -   0.99998346  x   0.99992140  =   0.99990487
 PD1167!UTM  19      -   0.99998346  x   0.99968146  =   0.99966493
 PD1167
 PD1167:                Primary Azimuth Mark                     Grid Az
 PD1167:SPC ME E     -  EPPING EAST BASE                         054 51 04.6
 PD1167:UTM  19      -  EPPING EAST BASE                         054 30 00.7
 PD1167
 PD1167|---------------------------------------------------------------------|
 PD1167| PID    Reference Object                     Distance      Geod. Az  |
 PD1167|                                                           dddmmss.s |
 PD1167| PD1145 EPPING EAST BASE                    APPROX.13.8 KM 0551313.0 |
 PD1167| PD1153 HARRINGTON CHURCH                   APPROX.13.5 KM 0794748.9 |
 PD1167| PD1164 MILLBRIDGE CHURCH 1 CONG            APPROX. 9.8 KM 1322133.5 |
 PD1167| PD1166 STEUBEN CHURCH SPIRE                APPROX. 9.9 KM 1741812.3 |
 PD1167| CE7822 BURKE RM 2                            4.298 METERS 22053     |
 PD1167| CE7821 BURKE RM 1                            2.958 METERS 31329     |
 PD1167| CE7823 BURKE RM 3                            2.235 METERS 34015     |
 PD1167|---------------------------------------------------------------------|
 PD1167
 PD1167                          SUPERSEDED SURVEY CONTROL
 PD1167
 PD1167  NAD 83(1992)-  44 35 55.51636(N)    067 58 28.12053(W) AD(       ) 1
 PD1167  NAD 83(1986)-  44 35 55.51357(N)    067 58 28.12320(W) AD(       ) 1
 PD1167  NAD 27      -  44 35 55.23500(N)    067 58 30.10200(W) AD(       ) 1
 PD1167  NGVD 29 (07/19/86)  129.5    (m)          425.     (f) VERT ANG       
 PD1167
 PD1167.Superseded values are not recommended for survey control.
 PD1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1167.See file dsdata.txt to determine how the superseded data were derived.
 PD1167
 PD1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK8138938890(NAD 83)
 PD1167
 PD1167  HISTORY     - Date     Condition        Report By
 PD1167  HISTORY     - 1934     MONUMENTED       CGS
 PD1167  HISTORY     - 1913     SEE DESCRIPTION  CGS
 PD1167  HISTORY     - 1930     SEE DESCRIPTION  MEGS
 PD1167  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PD1167  HISTORY     - 1966     SEE DESCRIPTION  CGS
 PD1167
 PD1167                          STATION DESCRIPTION
 PD1167
 PD1167'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 PD1167'STATION IS NEAR THE SUMMIT OF THE MOST SOUTHERLY OF SEVERAL HIGH
 PD1167'POINTS OF A RANGE OF HILLS ABOUT 2-1/4 MILES W OF THE NARRAGAUGUS
 PD1167'RIVER AT CHERRYFIELD AND ABOUT THE SAME DISTANCE NE BY N OF
 PD1167'UNIONVILLE.  TO REACH THE STATION, TAKE THE ROAD LEADING WESTWARD
 PD1167'FROM CHERRYFIELD UNTIL A ROAD FORK JUST BEYOND THE RAILROAD
 PD1167'CROSSING IS REACHED, THEN TAKE THE LEFT-HAND ROAD (UNIONVILLE
 PD1167'ROAD) TO THE S SIDE OF THE HILL, NOW PLAINLY VISIBLE, LEAVE THIS
 PD1167'ROAD NEAR A HOUSE JUST UNDER THE E SIDE OF THE RIDGE, FOLLOW
 PD1167'ALONG SAID E SIDE UNTIL SUMMIT IS NEARLY ABREAST, THEN PROCEED W
 PD1167'TO THE SUMMIT.  THE STATION IS ON A LEDGE WHICH IS 3 FEET
 PD1167'LOWER THAN THE HIGHEST POINT, THE LATTER BEING TOO NARROW TO
 PD1167'BUILD A SIGNAL UPON.  IT IS MARKED BY A DRILL HOLE
 PD1167'SURROUNDED BY A TRIANGLE CUT IN THE ROCK.  THERE ARE NO TREES
 PD1167'OR BRUSH AT OR NEAR THE SUMMIT AND AN UNOBSTRUCTED VIEW IS
 PD1167'OBTAINED IN ALL DIRECTION.
 PD1167
 PD1167                          STATION RECOVERY (1930)
 PD1167
 PD1167'RECOVERY NOTE BY MAINE GEODETIC SURVEY 1930
 PD1167'I VISITED THIS STATION ON AUGUST 2ND AND 14TH, 1930.  IT IS ON
 PD1167'BARE LEDGE AND THE DRILL HOLE AND SURROUNDING TRIANGLE WERE IN
 PD1167'GOOD CONDITION.  THERE IS A CLEAR VIEW IN ALL DIRECTIONS.  NEAR
 PD1167'THE STATION THERE WAS A U.S. GEOLOGICAL SURVEY FLAG, OF THE PARTY
 PD1167'OF H.A. BEAN.
 PD1167
 PD1167                          STATION RECOVERY (1934)
 PD1167
 PD1167'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PD1167'STATION IS ON THE SUMMIT OF THE MOST SOUTHERLY OF A RANGE OF HILLS
 PD1167'ABOUT 3 MILES W OF CHERRYFIELD AND ABOUT 2-1/4 MILES NNE OF
 PD1167'UNIONVILLE.  A DRILL HOLE WITH A TRIANGLE AROUND IT WAS RECOVERED
 PD1167'AS DESCRIBED, BUT UPON OBSERVING THE OLD DIRECTIONS, TUNK, EPPING
 PD1167'EAST BASE, AND PIGEON, IT PROVED TO BE THE WRONG POINT.  AFTER
 PD1167'FURTHER SEARCH THE CORRECT STATION WAS RECOVERED AND THE DRILL
 PD1167'HOLE PREVIOUSLY RECOVERED IS EVIDENTLY A RANGE HOLE TO
 PD1167'HUMPBACK.  IT IS SUPPOSED THAT THE TRIANGLE WAS CHISELED AROUND
 PD1167'THIS HOLE IN 1913.
 PD1167'
 PD1167'REFERENCE MARK NO. 3 IS NOW IN THIS HOLE.  THE TOP OF THE HILL IS
 PD1167'BARE WITH AN UNOBSTRUCTED VIEW IN ALL DIRECTIONS.  THE STATION IS
 PD1167'NOT ON THE HIGHEST POINT BUT ON A LEDGE ABOUT 3 FEET LOWER.
 PD1167'
 PD1167'STATION WAS REMARKED AND THREE REFERENCE MARKS ESTABLISHED.  ALL
 PD1167'MARKS ARE STANDARD DISKS WEDGED IN DRILL HOLES IN OUTCROPPING
 PD1167'BEDROCK.
 PD1167'
 PD1167'REFERENCE MARK NO. 2 IS ON THE HIGHER LEDGE AND REFERENCE MARK
 PD1167'NO. 1 AND REFERENCE MARK NO. 3 ARE ON THE LOWER LEDGE.
 PD1167'
 PD1167'TO REACH THE STATION FROM CHERRYFIELD, GO W ACROSS CONCRETE BRIDGE
 PD1167'ON HIGHWAY 182 ABOUT 3/4 MILE TO RAILROAD CROSSING.  CONTINUE 0.7
 PD1167'MILE AND TURN LEFT AT T-ROAD.  FOLLOW 1.3 MILES TO A HOUSE AND
 PD1167'BARN WITH RED ROOF ON LEFT.  FROM HERE FOLLOW TRAIL N ACROSS
 PD1167'BLUEBERRY FIELD TO THE SUMMIT OF THE HILL.
 PD1167'
 PD1167'A 16-FOOT A-FRAME WAS ERECTED.
 PD1167
 PD1167                          STATION RECOVERY (1966)
 PD1167
 PD1167'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (RRG)
 PD1167'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1138 ***********************************************************************
 PF1138  DESIGNATION -  BURNELL
 PF1138  PID         -  PF1138
 PF1138  STATE/COUNTY-  ME/OXFORD
 PF1138  USGS QUAD   -  NORTH WATERFORD (1963)
 PF1138
 PF1138                         *CURRENT SURVEY CONTROL
 PF1138  ___________________________________________________________________
 PF1138* NAD 83(1996)-  44 11 09.12752(N)    070 47 17.18835(W)     ADJUSTED  
 PF1138* NAVD 88     -       424.0    (meters)    1391.     (feet)  VERTCON   
 PF1138  ___________________________________________________________________
 PF1138  LAPLACE CORR-           3.77  (seconds)                    DEFLEC99
 PF1138  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 PF1138
 PF1138  HORZ ORDER  -  FIRST
 PF1138
 PF1138.The horizontal coordinates were established by classical geodetic methods
 PF1138.and adjusted by the National Geodetic Survey in March 1998..
 PF1138
 PF1138.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF1138.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF1138
 PF1138.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1138
 PF1138.The geoid height was determined by GEOID03.
 PF1138
 PF1138;                    North         East     Units Scale Factor Converg.
 PF1138;SPC ME W     -   150,453.102   850,314.060   MT  0.99999702   -0 25 59.3
 PF1138;UTM  19      - 4,894,071.774   357,087.648   MT  0.99985119   -1 14 47.4
 PF1138
 PF1138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1138!SPC ME W     -   0.99993777  x   0.99999702  =   0.99993479
 PF1138!UTM  19      -   0.99993777  x   0.99985119  =   0.99978897
 PF1138
 PF1138:                Primary Azimuth Mark                     Grid Az
 PF1138:SPC ME W     -  CUMMINGS                                 018 00 41.8
 PF1138:UTM  19      -  CUMMINGS                                 018 49 29.9
 PF1138
 PF1138|---------------------------------------------------------------------|
 PF1138| PID    Reference Object                     Distance      Geod. Az  |
 PF1138|                                                           dddmmss.s |
 PF1138| PF1111 CUMMINGS                            APPROX.12.3 KM 0173442.5 |
 PF1138| CE7824 BURNELL RM 1                         16.262 METERS 16527     |
 PF1138| CE7825 BURNELL RM 2                         21.039 METERS 24911     |
 PF1138|---------------------------------------------------------------------|
 PF1138
 PF1138                          SUPERSEDED SURVEY CONTROL
 PF1138
 PF1138  NAD 83(1992)-  44 11 09.12772(N)    070 47 17.18976(W) AD(       ) 1
 PF1138  NAD 83(1986)-  44 11 09.13547(N)    070 47 17.19303(W) AD(       ) 1
 PF1138  NAD 27      -  44 11 08.88739(N)    070 47 18.95660(W) AD(       ) 1
 PF1138  NGVD 29 (07/19/86)  424.1    (m)         1391.     (f) VERT ANG       
 PF1138
 PF1138.Superseded values are not recommended for survey control.
 PF1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1138.See file dsdata.txt to determine how the superseded data were derived.
 PF1138
 PF1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ5708894072(NAD 83)
 PF1138_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PF1138_SETTING: 66 = SET IN ROCK OUTCROP
 PF1138
 PF1138  HISTORY     - Date     Condition        Report By
 PF1138  HISTORY     - 1976     MONUMENTED       NGS
 PF1138
 PF1138                          STATION DESCRIPTION
 PF1138
 PF1138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 PF1138'THE STATION IS ABOUT 3.5 MILES SOUTH-SOUTHWEST OF NORTH WATER-
 PF1138'FORD, 4 MILES WEST-NORTHWEST OF SOUTH WATERFORD, 5 MILES EAST
 PF1138'OF CENTER LOVELL AND ATOP BURNELL HILL, ON PROPERTY OWNED BY
 PF1138'DAVIS KIMBELL, WATERFORD, MAINE. TELEPHONE 583-2360.
 PF1138'
 PF1138'TO REACH THE STATION FROM THE POST OFFICE IN SOUTH WATERFORD
 PF1138'GO SOUTHWEST ON A PAVED ROAD FOR 0.7 MILE TO A CROSSROAD. TURN
 PF1138'RIGHT AND GO NORTHWESTERLY ON A PAVED ROAD FOR 0.65 MILE TO A
 PF1138'FORK, BEAR LEFT AND GO NORTHWEST ON A PAVED ROAD FOR 0.7 MILE
 PF1138'TO THE END OF THE PAVEMENT, CONTINUE NORTHWEST ON A GRAVEL ROAD
 PF1138'FOR 0.75 MILE TO A TRACK ROAD LEFT, CONTINUE ON THE GRAVEL ROAD
 PF1138'FOR 1.2 MILES TO A TRACK ROAD LEFT AT A TRIANGLE BLAZED TREE
 PF1138'TURN LEFT AND GO SOUTHWESTERLY ON A TRACK ROAD FOR 0.40 MILE
 PF1138'TO A CABIN, CONTINUE ON THE TRACK ROAD FOR 0.1 MILE TO TWO
 PF1138'TRIANGLE BLAZED TREES AND THE STATION.
 PF1138'
 PF1138'STATION MARK, STAMPED---BURNELL 1976---, IS A STANDARD DISK
 PF1138'CEMENTED IN A DRILL HOLE IN BEDROCK. IT IS 45.0 FEET
 PF1138'WEST-NORTHWEST OF A 14-INCH TRIANGLE BLAZED TREE WEST OF THE
 PF1138'TRACK ROAD, 54.1 FEET NORTH OF THE METAL WITNESS POST AT
 PF1138'REFERENCE MARK 1 AND 70.3 FEET EAST OF THE METAL WITNESS POST
 PF1138'AT REFERENCE MARK 2.
 PF1138'
 PF1138'REFERENCE MARK 1, STAMPED---BURNELL NO 1 1976---, IS A STANDARD
 PF1138'DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH
 PF1138'THE GROUND. IT IS 1 FOOT NORTH OF A METAL WITNESS POST, 28.5
 PF1138'FEET WEST OF THE 14-INCH BLAZED PINE TREE AND IS ABOUT 1 FOOT
 PF1138'LOWER THAN THE STATION.
 PF1138'
 PF1138'REFERENCE MARK 2, STAMPED---BURNELL NO 2 1976---, IS A STANDARD
 PF1138'DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE
 PF1138'GROUND. IT IS 1.3 FEET EAST-NORTHEAST OF A METAL WITNESS POST.
 PF1138'
 PF1138'THERE WAS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 PF1138'
 PF1138'THE HEIGHT OF LIGHT WAS 26.85 METERS.
 PF1138'
 PF1138'DESCRIBED BY G.E. NELSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0843 ***********************************************************************
 PE0843  DESIGNATION -  BURNHAM
 PE0843  PID         -  PE0843
 PE0843  STATE/COUNTY-  ME/SOMERSET
 PE0843  USGS QUAD   -  BURNHAM (1982)
 PE0843
 PE0843                         *CURRENT SURVEY CONTROL
 PE0843  ___________________________________________________________________
 PE0843* NAD 83(1996)-  44 42 24.04084(N)    069 27 36.57377(W)     ADJUSTED  
 PE0843* NAVD 88     -        65.849  (meters)     216.04   (feet)  ADJUSTED  
 PE0843  ___________________________________________________________________
 PE0843  LAPLACE CORR-           3.80  (seconds)                    DEFLEC99
 PE0843  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 PE0843  DYNAMIC HT  -          65.845 (meters)     216.03  (feet)  COMP
 PE0843  MODELED GRAV-     980,567.3   (mgal)                       NAVD 88
 PE0843
 PE0843  HORZ ORDER  -  SECOND
 PE0843  VERT ORDER  -  SECOND    CLASS 0
 PE0843
 PE0843.The horizontal coordinates were established by classical geodetic methods
 PE0843.and adjusted by the National Geodetic Survey in March 1998..
 PE0843
 PE0843.The orthometric height was determined by differential leveling
 PE0843.and adjusted by the National Geodetic Survey in June 1991..
 PE0843
 PE0843.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE0843
 PE0843.The geoid height was determined by GEOID03.
 PE0843
 PE0843.The dynamic height is computed by dividing the NAVD 88
 PE0843.geopotential number by the normal gravity value computed on the
 PE0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0843.degrees latitude (g = 980.6199 gals.).
 PE0843
 PE0843.The modeled gravity was interpolated from observed gravity values.
 PE0843
 PE0843;                    North         East     Units Scale Factor Converg.
 PE0843;SPC ME W     -   208,379.026   955,987.503   MT  1.00000520   +0 29 49.3
 PE0843;SPC ME E     -   115,998.716   223,916.771   MT  0.99997116   -0 40 31.7
 PE0843;UTM  19      - 4,950,469.861   463,547.831   MT  0.99961634   -0 19 25.4
 PE0843
 PE0843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE0843!SPC ME W     -   0.99999368  x   1.00000520  =   0.99999888
 PE0843!SPC ME E     -   0.99999368  x   0.99997116  =   0.99996484
 PE0843!UTM  19      -   0.99999368  x   0.99961634  =   0.99961002
 PE0843
 PE0843|---------------------------------------------------------------------|
 PE0843| PID    Reference Object                     Distance      Geod. Az  |
 PE0843|                                                           dddmmss.s |
 PE0843| PE0842 BURNHAM RM 1                         24.035 METERS 01511     |
 PE0843| PE0845 BURNHAM AZ MK                                      0763732.8 |
 PE0843| PE0844 BURNHAM RM 2                         27.370 METERS 10107     |
 PE0843| PE0837 BEAU                                APPROX. 3.0 KM 2243352.7 |
 PE0843|---------------------------------------------------------------------|
 PE0843
 PE0843                          SUPERSEDED SURVEY CONTROL
 PE0843
 PE0843  NAD 83(1992)-  44 42 24.03863(N)    069 27 36.57031(W) AD(       ) 2
 PE0843  NAD 83(1986)-  44 42 24.04280(N)    069 27 36.58026(W) AD(       ) 2
 PE0843  NAD 27      -  44 42 23.80870(N)    069 27 38.40610(W) AD(       ) 2
 PE0843  NGVD 29 (??/??/92)   66.073  (m)          216.77   (f) ADJ UNCH    2 0
 PE0843
 PE0843.Superseded values are not recommended for survey control.
 PE0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0843.See file dsdata.txt to determine how the superseded data were derived.
 PE0843
 PE0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK6354850470(NAD 83)
 PE0843_MARKER: DS = TRIANGULATION STATION DISK
 PE0843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0843_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0843_STAMPING: BURNHAM 1958
 PE0843_MARK LOGO: CGS   
 PE0843_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE0843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0843+STABILITY: SURFACE MOTION
 PE0843
 PE0843  HISTORY     - Date     Condition        Report By
 PE0843  HISTORY     - 1958     MONUMENTED       CGS
 PE0843  HISTORY     - 1958     GOOD             CGS
 PE0843  HISTORY     - 1981     GOOD             NGS
 PE0843  HISTORY     - 19811022 GOOD             NGS
 PE0843
 PE0843                          STATION DESCRIPTION
 PE0843
 PE0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 PE0843'STATION IS LOCATED ABOUT 5-1/2 MILES NORTHEAST OF CLINTON, 2
 PE0843'MILES NORTHWEST OF BURNHAM, 1/4 MILE EAST OF THE KENNEBEC-SOMERSET
 PE0843'COUNTY LINE AND ON A VERY SMALL KNOLL ABOUT 5 FEET HIGHER THAN THE
 PE0843'SURROUNDING GROUND.  IT IS 100 FEET SOUTH OF THE CENTERLINE OF
 PE0843'ROAD, 8-1/2 FEET EAST OF A WITNESS POST, 17 FEET EAST OF THE EDGE
 PE0843'OF AN 8 FOOT EMBANKMENT AROUND A WATER HOLE AND 31 FEET
 PE0843'SOUTHEAST OF A 6 INCH FIR TREE.  THE MARK PROJECTS ABOUT 3
 PE0843'INCHES AND THE DISK IS STAMPED BURNHAM 1958.
 PE0843'
 PE0843'REFERENCE MARK NO. 1 IS 42 FEET SOUTH OF THE CENTERLINE OF ROAD
 PE0843'AND 22 FEET EAST OF A LARGE BOULDER.  THE MARK PROJECTS ABOUT 4
 PE0843'INCHES AND THE DISK IS STAMPED BURNHAM NO 1 1958.
 PE0843'
 PE0843'REFERENCE MARK NO. 2 IS 5 FEET NORTHEAST OF WOODS AREA AND 120
 PE0843'FEET SOUTHWEST OF CENTERLINE OF ROAD.  THE MARK PROJECTS ABOUT
 PE0843'4 INCHES AND THE DISK IS STAMPED BURNHAM NO 2 1958.
 PE0843'
 PE0843'AZIMUTH MARK IS 17 FEET NORTH OF CENTERLINE OF ROAD AND 5 FEET
 PE0843'NORTH OF A TREE WITH A METAL WITNESS SIGN.  THE MARK IS SET IN
 PE0843'A BOULDER WHICH PROJECTS ABOUT 2-1/2 FEET AND THE DISK IS STAMPED
 PE0843'BURNHAM 1958.
 PE0843'
 PE0843'TO REACH FROM THE POST OFFICE AND RAILROAD STATION IN THE
 PE0843'VILLAGE OF BURNHAM, GO WEST ACROSS RAILROAD TRACKS FOR A
 PE0843'DISTANCE OF 1.85 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 PE0843'STRAIGHT AHEAD FOR 0.1 MILE TO A GATE ON THE LEFT, TURN LEFT IN
 PE0843'TO FIELD, THENCE ABOUT 150 YARDS TO THE HIGHEST POINT OF
 PE0843'CLEARING AND THE STATION AS DESCRIBED.
 PE0843'
 PE0843'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 PE0843
 PE0843                          STATION RECOVERY (1958)
 PE0843
 PE0843'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 PE0843'1.8 MI NW FROM BURNHAM JUNCTION.
 PE0843'1.8 MILES NORTHWEST ALONG THE BURNHAM-CANAAN ROAD FROM THE
 PE0843'MAINE CENTRAL RAILROAD STATION AT BURNHAM JUNCTION, AT A JUNCTION
 PE0843'OF A DRIVE SOUTH TO A SMALL CLEARING, NEAR THE HIGHEST PART OF
 PE0843'THE HILL AT THE WEST EDGE OF THE SMALL CLEARING, ABOUT 0.2 MILE
 PE0843'EAST OF A POWER TRANSMISSION LINE CROSSING, 13 FEET EAST OF THE
 PE0843'WEST EDGE OF THE CLEARING, 15 FEET EAST OF THE DITCH BANK, 111
 PE0843'FEET SOUTH OF THE CENTER LINE OF BURNHAM-CANAAN ROAD, 21 FEET
 PE0843'SOUTHEAST OF THE HIGHEST PART OF THE HILL, 9 FEET EAST OF A
 PE0843'METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD,
 PE0843'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 PE0843
 PE0843                          STATION RECOVERY (1981)
 PE0843
 PE0843'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 PE0843'TO REACH THE MARK FROM THE MAIN CROSS ROAD IN BURNHAM, GO WEST ON A
 PE0843'PAVED ROAD, TURNING LATER TO GRAVEL FOR 2.7 KM (1.7 MI) TO THE EAST
 PE0843'END OF A BRIDGE CROSSING OVER INTERSTATE HIGHWAY 95. CONTINUE WEST ON
 PE0843'THE GRAVEL ROAD FOR 0.4 KM (0.25 MI) TO A REVERSE FORK ON THE RIGHT.
 PE0843'CONTINUE WEST FOR 30 YARDS TO THE MARK ON THE LEFT, ACROSS A DEEP
 PE0843'DITCH. IT IS 29.9 METERS (98 FT.) SOUTHWEST OF THE CENTER OF THE
 PE0843'ROAD, 9.4 METERS (31 FT.) NORTHWEST OF A TREE AT EDGE OF WOODS WITH A
 PE0843'TRIANGLE BLAZE AND 0.8 METERS (2.5 FT) SOUTHWEST OF THE EDGE OF
 PE0843'DITCH.
 PE0843
 PE0843                          STATION RECOVERY (1981)
 PE0843
 PE0843'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 PE0843'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE RECOVERED
 PE0843'IN GOOD CONDITION.  REFERENCE MARK 1 WAS SEARCHED FOR BUT NOT
 PE0843'RECOVERED.  IT WAS PROBABLY DESTROYED WHEN THE ROAD WAS RE-ROUTED. THE
 PE0843'MARKS ARE STAMPED BURNHAM.  THE DIRECTION TO REFERENCE MARK 2 CHECKED
 PE0843'BUT A SHORTER DISTANCE OF 0.10 FT (3.05 CM) WAS NOTED. REFERENCE MARK
 PE0843'3 WAS ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 PE0843' 
 PE0843'THE STATION IS LOCATED ABOUT 8.9 KM (5.55 MI) NORTHEAST OF CLINTON,
 PE0843'3.2 KM (2.00 MI) NORTHWEST OF BURNHAM, 0.4 KM (0.25 MI) EAST OF THE
 PE0843'KENNEBEC-SOMERSET COUNTY LINE AND 0.4 KM (0.25 MI) WEST OF INTERSTATE
 PE0843'HIGHWAY 95.  TO REACH THE STATION FROM THE MAIN CROSSROAD IN BURNHAM,
 PE0843'GO WEST ON A PAVED ROAD, TURNING TO GRAVEL FOR 2.7 KM (1.65 MI) TO THE
 PE0843'EAST END OF A BRIDGE CROSSING OVER INTERSTATE HIGHWAY 95.  CONTINUE
 PE0843'WEST ON THE GRAVEL ROAD FOR 0.4 KM (0.25 MI) TO A REVERSE FORK ON THE
 PE0843'RIGHT.  CONTINUE WEST FOR 30 YARDS TO THE MARK ON THE LEFT.
 PE0843' 
 PE0843'THE STATION IS A STANDARD NGS DISK STAMPED--BURNHAM 1958--, SET INTO
 PE0843'THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES OR 30 CM ON SIDE FLUSH
 PE0843'WITH GROUND LOCATED 98.0 FT (29.9 M) SW FROM THE CENTER OF THE ROAD,
 PE0843'31.0 FT (9.4 M) NW FROM A TREE AT EDGE OF WOODS WITH A TRIANGLE BLAZE,
 PE0843'2.8 FT (0.9 M) NNE FROM A METAL WITNESS POST, AND 2.5 FT (0.8 M) SW
 PE0843'FROM THE EDGE OF DITCH.  REFERENCE MARK NO 2 IS A STANDARD NGS DISK
 PE0843'STAMPED--BURNHAM NO 2 1958--, SET INTO THE TOP OF A SQUARE CONCRETE
 PE0843'MONUMENT 12 INCHES OR 30 CM ON SIDE FLUSH WITH GROUND LOCATED 86.0 FT
 PE0843'(26.2 M) SW FROM THE CENTER OF THE ROAD, 62.5 FT (19.1 M) ESE FROM THE
 PE0843'TREE WITH THE TRIANGLE BLAZE, 22.0 FT (6.7 M) N FROM A 18-INCH PINE
 PE0843'TREE, 2.0 FT (0.6 M) SW FROM THE EDGE OF DITCH, AND 4.0 FT (1.2 M)
 PE0843'LOWER THAN THE STATION.  REFERENCE MARK NO 3 IS A STANDARD NGS DISK
 PE0843'STAMPED--BURNHAM 1958 NO 3 1981--, SET INTO THE TOP OF A BOULDER 3.0
 PE0843'FT (0.9 M) LARGEST DIMENSION LOCATED 63.0 FT (19.2 M) S FROM THE METAL
 PE0843'WITNESS POST, 45.0 FT (13.7 M) SW FROM THE TREE WITH THE TRIANGLE
 PE0843'BLAZE, 12.0 FT (3.7 M) E FROM THE CENTER OF A BUILT-UP AREA OF
 PE0843'BOULDERS AND DIRT, AND 2.5 FT (0.8 M) LOWER THAN THE STATION.  AZIMUTH
 PE0843'MARK NO 1 IS A STANDARD NGS DISK STAMPED--BURNHAM 1958--, SET INTO THE
 PE0843'TOP OF A BOULDER 2 FT (0.6 M) LARGEST DIMENSION LOCATED 21.0 FT (6.4
 PE0843'M) NNE FROM THE CENTER OF A TRACK ROAD AND 8.0 FT (2.4 M) SSW FROM A
 PE0843'6-INCH TREE WITH A METAL SIGN ATTACHED.  TO REACH THE AZIMUTH MARK
 PE0843'FROM THE REVERSE FORK, GO EAST ON A TRACK ROAD FOR 75 YARDS TO THE
 PE0843'MARK ON THE LEFT, IN A BOULDER THAT PROJECTS 2.5 FT (0.8 M) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0845 ***********************************************************************
 PE0845  DESIGNATION -  BURNHAM AZ MK
 PE0845  PID         -  PE0845
 PE0845  STATE/COUNTY-  ME/SOMERSET
 PE0845  USGS QUAD   -  BURNHAM (1982)
 PE0845
 PE0845                         *CURRENT SURVEY CONTROL
 PE0845  ___________________________________________________________________
 PE0845* NAD 83(1986)-  44 42 27.     (N)    069 27 24.     (W)     SCALED    
 PE0845* NAVD 88     -        63.286  (meters)     207.63   (feet)  ADJUSTED  
 PE0845  ___________________________________________________________________
 PE0845  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 PE0845  DYNAMIC HT  -          63.283 (meters)     207.62  (feet)  COMP
 PE0845  MODELED GRAV-     980,567.5   (mgal)                       NAVD 88
 PE0845
 PE0845  VERT ORDER  -  SECOND    CLASS 0
 PE0845
 PE0845.The horizontal coordinates were scaled from a topographic map and have
 PE0845.an estimated accuracy of +/- 6 seconds.
 PE0845
 PE0845.The orthometric height was determined by differential leveling
 PE0845.and adjusted by the National Geodetic Survey in June 1991..
 PE0845
 PE0845.The geoid height was determined by GEOID03.
 PE0845
 PE0845.The dynamic height is computed by dividing the NAVD 88
 PE0845.geopotential number by the normal gravity value computed on the
 PE0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0845.degrees latitude (g = 980.6199 gals.).
 PE0845
 PE0845.The modeled gravity was interpolated from observed gravity values.
 PE0845
 PE0845;                    North         East    Units  Estimated Accuracy
 PE0845;SPC ME W     -   208,470.      956,260.      MT  (+/- 180 meters Scaled)
 PE0845
 PE0845                          SUPERSEDED SURVEY CONTROL
 PE0845
 PE0845  NGVD 29 (??/??/92)   63.510  (m)          208.37   (f) ADJ UNCH    2 0
 PE0845
 PE0845.Superseded values are not recommended for survey control.
 PE0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0845.See file dsdata.txt to determine how the superseded data were derived.
 PE0845
 PE0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK638505(NAD 83)
 PE0845_MARKER: DZ = AZIMUTH MARK DISK
 PE0845_SETTING: 80 = SET IN A BOULDER
 PE0845_SP_SET: BOULDER
 PE0845_STAMPING: BURNHAM 1958
 PE0845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0845+STABILITY: SURFACE MOTION
 PE0845
 PE0845  HISTORY     - Date     Condition        Report By
 PE0845  HISTORY     - 1958     MONUMENTED       CGS
 PE0845
 PE0845                          STATION DESCRIPTION
 PE0845
 PE0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0845'1.8 MI NW FROM BURNHAM JUNCTION.
 PE0845'1.75 MILES NORTHWEST AONG THE BURNHAM-CANAAN ROAD FROM THE MAINE
 PE0845'CENTRAL RAILROAD STATION AT BURNHAM JUNCTION, ABOUT 210 FEET EAST
 PE0845'OF THE JUNCTION OF A DRIVE SOUTH TO A SMALL CLEARING, 301 FEET
 PE0845'WEST OF A SMALL WOODEN BRIDGE, SET IN THE TOP OF A 3-FOOT BY
 PE0845'4-FOOT EXPOSED PORTION OF A BOULDER, 15 FEET SOUTH OF THE CENTER
 PE0845'LINE OF THE ROAD, ABOUT 2 FEET ABOVE THE LEVEL OF THE GROUND,
 PE0845'4 1/2 FEET NORTH OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE
 PE0845'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1017 ***********************************************************************
 PD1017  DESIGNATION -  BURNHAM CAPT HOUSE CHIMNEY
 PD1017  PID         -  PD1017
 PD1017  STATE/COUNTY-  ME/WASHINGTON
 PD1017  USGS QUAD   -  MACHIAS (1977)
 PD1017
 PD1017                         *CURRENT SURVEY CONTROL
 PD1017  ___________________________________________________________________
 PD1017* NAD 83(1996)-  44 43 16.40507(N)    067 26 41.48933(W)     ADJUSTED  
 PD1017* NAVD 88     -                                                        
 PD1017  ___________________________________________________________________
 PD1017  LAPLACE CORR-           5.57  (seconds)                    DEFLEC99
 PD1017  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 PD1017
 PD1017  HORZ ORDER  -  THIRD
 PD1017
 PD1017.The horizontal coordinates were established by classical geodetic methods
 PD1017.and adjusted by the National Geodetic Survey in March 1998..
 PD1017
 PD1017
 PD1017.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1017
 PD1017.The geoid height was determined by GEOID03.
 PD1017
 PD1017;                    North         East     Units Scale Factor Converg.
 PD1017;SPC ME E     -   117,708.083   383,588.726   MT  0.99998589   +0 44 33.0
 PD1017;UTM  19      - 4,953,158.915   623,162.039   MT  0.99978653   +1 05 39.9
 PD1017
 PD1017                          SUPERSEDED SURVEY CONTROL
 PD1017
 PD1017  NAD 83(1992)-  44 43 16.40101(N)    067 26 41.48675(W) AD(       ) 4
 PD1017  NAD 83(1986)-  44 43 16.39706(N)    067 26 41.48912(W) AD(       ) 4
 PD1017  NAD 27      -  44 43 16.11000(N)    067 26 43.52000(W) AD(       ) 3
 PD1017
 PD1017.Superseded values are not recommended for survey control.
 PD1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1017.See file dsdata.txt to determine how the superseded data were derived.
 PD1017
 PD1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK2316253159(NAD 83)
 PD1017
 PD1017  HISTORY     - Date     Condition        Report By
 PD1017  HISTORY     - UNK      MONUMENTED
 PD1017  HISTORY     - 1913     SEE DESCRIPTION  CGS
 PD1017  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD1017  HISTORY     - 1959     SEE DESCRIPTION  CGS
 PD1017  HISTORY     - 1959     SEE DESCRIPTION  CGS
 PD1017
 PD1017                          STATION DESCRIPTION
 PD1017
 PD1017'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 PD1017'THE HIGHEST CHIMNEY ON THE HOUSE OF CAPTAIN BURNHAM, JUST S OF
 PD1017'THE MAIN ROAD FROM MACHIAS TO E MACHIAS, AND VERY NEAR THE SHORE
 PD1017'OF MACHIAS RIVER, JUST E OF THE MOUTH OF MIDDLE RIVER.
 PD1017
 PD1017                          STATION RECOVERY (1946)
 PD1017
 PD1017'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD1017'THIS INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION.  THE
 PD1017'DESCRIPTION IS ADEQUATE, EXCEPT THAT THE HOUSE IS NOW OWNED AND
 PD1017'OCCUPIED BY A MR. NATHAN SCHOPPEE.
 PD1017
 PD1017                          STATION RECOVERY (1959)
 PD1017
 PD1017'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (HSC)
 PD1017'THE STATION WAS RECOVERED AS DESCRIBED AND THE PREVIOUS
 PD1017'DESCRIPTION IS ADEQUATE.
 PD1017
 PD1017                          STATION RECOVERY (1959)
 PD1017
 PD1017'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GFW)
 PD1017'THIS INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION.  THE
 PD1017'PUBLISHED DESCRIPTION IS ADEQUATE WITH THE EXCEPTION THAT THE
 PD1017'HOUSE IS NOW OWNED AND OCCUPIED BY MR. JULIUS SCHOPPEE.
 PD1017'
 PD1017'ON AUGUST 17, 1959 MR. SCHOPPEE REPORTED THAT HE INTENDED TO
 PD1017'RAZE THE CHIMNEY WITHIN A FEW WEEKS AND REPLACE IT WITH A NEW
 PD1017'CHIMNEY IN A DIFFERENT LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0844 ***********************************************************************
 PE0844  DESIGNATION -  BURNHAM RM 2
 PE0844  PID         -  PE0844
 PE0844  STATE/COUNTY-  ME/SOMERSET
 PE0844  USGS QUAD   -  BURNHAM (1982)
 PE0844
 PE0844                         *CURRENT SURVEY CONTROL
 PE0844  ___________________________________________________________________
 PE0844* NAD 83(1986)-  44 42 27.     (N)    069 27 27.     (W)     SCALED    
 PE0844* NAVD 88     -        64.585  (meters)     211.89   (feet)  ADJUSTED  
 PE0844  ___________________________________________________________________
 PE0844  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 PE0844  DYNAMIC HT  -          64.581 (meters)     211.88  (feet)  COMP
 PE0844  MODELED GRAV-     980,567.4   (mgal)                       NAVD 88
 PE0844
 PE0844  VERT ORDER  -  SECOND    CLASS 0
 PE0844
 PE0844.The horizontal coordinates were scaled from a topographic map and have
 PE0844.an estimated accuracy of +/- 6 seconds.
 PE0844
 PE0844.The orthometric height was determined by differential leveling
 PE0844.and adjusted by the National Geodetic Survey in June 1991..
 PE0844
 PE0844.The geoid height was determined by GEOID03.
 PE0844
 PE0844.The dynamic height is computed by dividing the NAVD 88
 PE0844.geopotential number by the normal gravity value computed on the
 PE0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0844.degrees latitude (g = 980.6199 gals.).
 PE0844
 PE0844.The modeled gravity was interpolated from observed gravity values.
 PE0844
 PE0844;                    North         East    Units  Estimated Accuracy
 PE0844;SPC ME W     -   208,470.      956,200.      MT  (+/- 180 meters Scaled)
 PE0844
 PE0844                          SUPERSEDED SURVEY CONTROL
 PE0844
 PE0844  NGVD 29 (??/??/92)   64.809  (m)          212.63   (f) ADJ UNCH    2 0
 PE0844
 PE0844.Superseded values are not recommended for survey control.
 PE0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0844.See file dsdata.txt to determine how the superseded data were derived.
 PE0844
 PE0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK637505(NAD 83)
 PE0844_MARKER: DR = REFERENCE MARK DISK
 PE0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0844_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0844_STAMPING: BURNHAM NO 2 1958
 PE0844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0844+STABILITY: SURFACE MOTION
 PE0844
 PE0844  HISTORY     - Date     Condition        Report By
 PE0844  HISTORY     - 1958     MONUMENTED       CGS
 PE0844  HISTORY     - 1981     GOOD             NGS
 PE0844
 PE0844                          STATION DESCRIPTION
 PE0844
 PE0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0844'1.8 MI NW FROM BURNHAM JUNCTION.
 PE0844'1.8 MILES NORTHWEST ALONG THE BURNHAM-CANAAN ROAD FROM THE MAINE
 PE0844'CENTRAL RAILROAD STATION AT BURNHAM JUNCTION, AT THE JUNCTION OF
 PE0844'A DRIVE SOUTH TO A SMALL CLEARING, ABOUT 0.2 MILES EAST OF A
 PE0844'POWER TRANSMISSION LINE, 126 FEET SOUTH OF THE CENTER LINE OF
 PE0844'THE CANAAN-BURNHAM ROAD AND THE JUNCTION OF THE DRIVE, 78 FEET
 PE0844'SOUTHWEST OF THE WOODS ROAD, 89.8 FEET SOUTHEAST OF
 PE0844'TRIANGULATION STATION BURNHAM, 120 FEET EAST OF A METAL WITNESS
 PE0844'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP
 PE0844'OF A CONCRETE POST PROJECTING 3 INCHES.
 PE0844
 PE0844                          STATION RECOVERY (1981)
 PE0844
 PE0844'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 PE0844'TO REACH THE MARK FROM THE MAIN CROSS ROAD IN BURNHAM, GO WEST ON A
 PE0844'PAVED ROAD, TURNING LATER TO GRAVEL, FOR 2.7 KM (1.7 MI) TO THE EAST
 PE0844'END OF A BRIDGE CROSSING OVER INTERSTATE HIGHWAY 95. CONTINUE WEST ON
 PE0844'THE GRAVEL ROAD FOR 0.4 KM (0.25 MI) TO A REVERSE FORK ON THE RIGHT
 PE0844'AND THE MARK ON THE LEFT, AROSS A DEEP DITCH, IT IS 26.2 METERS (86
 PE0844'FT) SOUTHWEST OF THE CENTER OF THE ROAD, 19.0 METERS (62.5 FT.)
 PE0844'EAST-SOUTHEAST OF A TREE AT THE EDGE OF WOODS WITH A TRIANGLE BLAZE,
 PE0844'6.7 METERS (22 FT.) NORTH OF A 18-INCH PINE TREE AND 0.6 METERS (2.0
 PE0844'FT) SOUTHWEST OF THE EDGE OF THE DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1810 ***********************************************************************
 PE1810  DESIGNATION -  BURNT 1944
 PE1810  PID         -  PE1810
 PE1810  STATE/COUNTY-  ME/HANCOCK
 PE1810  USGS QUAD   -  BAR HARBOR (1982)
 PE1810
 PE1810                         *CURRENT SURVEY CONTROL
 PE1810  ___________________________________________________________________
 PE1810* NAD 83(1996)-  44 24 25.69961(N)    068 10 43.39170(W)     ADJUSTED  
 PE1810* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 PE1810  ___________________________________________________________________
 PE1810  LAPLACE CORR-           3.71  (seconds)                    DEFLEC99
 PE1810  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 PE1810
 PE1810  HORZ ORDER  -  THIRD
 PE1810
 PE1810.The horizontal coordinates were established by classical geodetic methods
 PE1810.and adjusted by the National Geodetic Survey in March 1998..
 PE1810
 PE1810.The orthometric height was scaled from a topographic map.
 PE1810
 PE1810.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1810
 PE1810.The geoid height was determined by GEOID03.
 PE1810
 PE1810;                    North         East     Units Scale Factor Converg.
 PE1810;SPC ME E     -    82,318.027   325,589.231   MT  0.99990805   +0 13 29.3
 PE1810;UTM  19      - 4,917,422.435   565,393.514   MT  0.99965259   +0 34 29.0
 PE1810
 PE1810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1810!SPC ME E     -   1.00000285  x   0.99990805  =   0.99991090
 PE1810!UTM  19      -   1.00000285  x   0.99965259  =   0.99965544
 PE1810
 PE1810:                Primary Azimuth Mark                     Grid Az
 PE1810:SPC ME E     -  SOUTH GOULDSBORO CHURCH SPIRE            064 35 18.9
 PE1810:UTM  19      -  SOUTH GOULDSBORO CHURCH SPIRE            064 14 19.2
 PE1810
 PE1810|---------------------------------------------------------------------|
 PE1810| PID    Reference Object                     Distance      Geod. Az  |
 PE1810|                                                           dddmmss.s |
 PE1810| PE1757 SOUTH GOULDSBORO CHURCH SPIRE       APPROX. 6.1 KM 0644848.2 |
 PE1810| PE1812 BAR HARBOR EAST RADIO TOWER         APPROX. 2.6 KM 2254915.1 |
 PE1810| PE1814 BAR HARBOR WEST RADIO TOWER         APPROX. 2.7 KM 2263322.1 |
 PE1810| PE1817 CRAB                                APPROX. 7.5 KM 3265715.6 |
 PE1810|---------------------------------------------------------------------|
 PE1810
 PE1810                          SUPERSEDED SURVEY CONTROL
 PE1810
 PE1810  NAD 83(1992)-  44 24 25.69669(N)    068 10 43.39606(W) AD(       ) 3
 PE1810  NAD 83(1986)-  44 24 25.69545(N)    068 10 43.40121(W) AD(       ) 3
 PE1810  NAD 27      -  44 24 25.42000(N)    068 10 45.37900(W) AD(       ) 3
 PE1810
 PE1810.Superseded values are not recommended for survey control.
 PE1810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1810.See file dsdata.txt to determine how the superseded data were derived.
 PE1810
 PE1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK6539417422(NAD 83)
 PE1810
 PE1810  HISTORY     - Date     Condition        Report By
 PE1810  HISTORY     - 1944     MONUMENTED       CGS
 PE1810
 PE1810                          STATION DESCRIPTION
 PE1810
 PE1810'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1810'STATION IS LOCATED ON THE NORTHERN END OF BURNT PORCUPINE ISLAND,
 PE1810'WHICH IS ABOUT 1-1/2 MILES E.N.E. OF BAR HARBOR, 25 METERS WEST
 PE1810'OF THE MOST NORTHERLY PART, 5 METERS OUTSIDE THE GRASS LINE, 2
 PE1810'METERS FROM THE MEAN HIGH-WATER LINE.  MARK IS A STANDARD
 PE1810'TOPOGRAPHIC DISC STAMPED BURNT, 1944, SET IN A LARGE FLAT LEDGE
 PE1810'ROCK WHICH IS ABOUT 5 METERS SQUARE.
 PE1810'
 PE1810'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK 2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1863 ***********************************************************************
 PE1863  DESIGNATION -  BURNT COAT 1875
 PE1863  PID         -  PE1863
 PE1863  STATE/COUNTY-  ME/HANCOCK
 PE1863  USGS QUAD   -  SWANS ISLAND (1983)
 PE1863
 PE1863                         *CURRENT SURVEY CONTROL
 PE1863  ___________________________________________________________________
 PE1863* NAD 83(1996)-  44 08 22.12467(N)    068 27 14.06309(W)     ADJUSTED  
 PE1863* NAVD 88     -        43.     (meters)     141.     (feet)  SCALED    
 PE1863  ___________________________________________________________________
 PE1863  LAPLACE CORR-           4.64  (seconds)                    DEFLEC99
 PE1863  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 PE1863
 PE1863  HORZ ORDER  -  THIRD
 PE1863
 PE1863.The horizontal coordinates were established by classical geodetic methods
 PE1863.and adjusted by the National Geodetic Survey in March 1998..
 PE1863
 PE1863.The orthometric height was scaled from a topographic map.
 PE1863
 PE1863.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1863
 PE1863.The geoid height was determined by GEOID03.
 PE1863
 PE1863;                    North         East     Units Scale Factor Converg.
 PE1863;SPC ME E     -    52,530.132   303,687.950   MT  0.99990017   +0 01 55.6
 PE1863;UTM  19      - 4,887,509.630   543,679.890   MT  0.99962346   +0 22 49.1
 PE1863
 PE1863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1863!SPC ME E     -   0.99999713  x   0.99990017  =   0.99989730
 PE1863!UTM  19      -   0.99999713  x   0.99962346  =   0.99962059
 PE1863
 PE1863:                Primary Azimuth Mark                     Grid Az
 PE1863:SPC ME E     -  STEWART                                  331 00 25.4
 PE1863:UTM  19      -  STEWART                                  330 39 31.9
 PE1863
 PE1863|---------------------------------------------------------------------|
 PE1863| PID    Reference Object                     Distance      Geod. Az  |
 PE1863|                                                           dddmmss.s |
 PE1863| PE1855 STEWART                             APPROX. 2.9 KM 3310221.0 |
 PE1863|---------------------------------------------------------------------|
 PE1863
 PE1863                          SUPERSEDED SURVEY CONTROL
 PE1863
 PE1863  NAD 83(1992)-  44 08 22.13509(N)    068 27 14.04945(W) AD(       ) 3
 PE1863  NAD 83(1986)-  44 08 22.13652(N)    068 27 14.05491(W) AD(       ) 3
 PE1863  NAD 27      -  44 08 21.82000(N)    068 27 15.99000(W) AD(       ) 3
 PE1863
 PE1863.Superseded values are not recommended for survey control.
 PE1863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1863.See file dsdata.txt to determine how the superseded data were derived.
 PE1863
 PE1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ4368087510(NAD 83)
 PE1863
 PE1863  HISTORY     - Date     Condition        Report By
 PE1863  HISTORY     - 1875     MONUMENTED       COASUR
 PE1863  HISTORY     - 1911     SEE DESCRIPTION  CGS
 PE1863  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE1863
 PE1863                          STATION DESCRIPTION
 PE1863
 PE1863'DESCRIBED BY COAST AND GEODETIC SURVEY 1911
 PE1863'ON A HIGH RIDGE OF THE PENINSULA FORMING THE W SIDE OF BURNT
 PE1863'COAT HARBOR, SWAN ISLAND.
 PE1863'
 PE1863'THE STATION IS IN THE SOUTHERN AND HIGHEST PART OF THE RIDGE
 PE1863'AND IS ABOUT 1/2 MILE NW OF THE LIGHTHOUSE ON THE END OF THE SAME
 PE1863'PENINSULA.  IT IS MARKED BY A 1/2-INCH DRILL HOLE IN THE TOP OF
 PE1863'A BOULDER STANDING ABOUT 3 FEET HIGHER THAN THE GENERAL
 PE1863'LEVEL.  OWING TO THE THICK GROWTH OF YOUNG FIR OR SPRUCE TREES
 PE1863'THE STATION WAS NOT FOUND IN 1911, BUT PROBABLY STILL EXISTS.
 PE1863
 PE1863                          STATION RECOVERY (1944)
 PE1863
 PE1863'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1863'STATION WAS SEARCHED FOR ALONG THE RIDGE OF THE PENINSULA, BUT
 PE1863'NOT FOUND.  THE RIDGE IS COVERED WITH A HEAVY GROWTH OF MOSS
 PE1863'AND FIRS AND MAKES THE STATION VERY HARD TO LOCATE.  THE
 PE1863'STATION PROBABLY STILL EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1864 ***********************************************************************
 PE1864  DESIGNATION -  BURNT COAT HARBOR LIGHTHOUSE
 PE1864  PID         -  PE1864
 PE1864  STATE/COUNTY-  ME/HANCOCK
 PE1864  USGS QUAD   -  SWANS ISLAND (1983)
 PE1864
 PE1864                         *CURRENT SURVEY CONTROL
 PE1864  ___________________________________________________________________
 PE1864* NAD 83(1996)-  44 08 03.08510(N)    068 26 50.13018(W)     ADJUSTED  
 PE1864* NAVD 88     -                                                        
 PE1864  ___________________________________________________________________
 PE1864  LAPLACE CORR-           4.57  (seconds)                    DEFLEC99
 PE1864  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 PE1864
 PE1864  HORZ ORDER  -  THIRD
 PE1864
 PE1864.The horizontal coordinates were established by classical geodetic methods
 PE1864.and adjusted by the National Geodetic Survey in March 1998..
 PE1864
 PE1864
 PE1864.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1864
 PE1864.The geoid height was determined by GEOID03.
 PE1864
 PE1864;                    North         East     Units Scale Factor Converg.
 PE1864;SPC ME E     -    51,942.849   304,220.236   MT  0.99990022   +0 02 12.2
 PE1864;UTM  19      - 4,886,925.754   544,215.587   MT  0.99962404   +0 23 05.7
 PE1864
 PE1864                          SUPERSEDED SURVEY CONTROL
 PE1864
 PE1864  NAD 83(1992)-  44 08 03.09408(N)    068 26 50.11867(W) AD(       ) 4
 PE1864  NAD 83(1986)-  44 08 03.10162(N)    068 26 50.11555(W) AD(       ) 4
 PE1864  NAD 27      -  44 08 02.82100(N)    068 26 52.01500(W) AD(       ) 3
 PE1864
 PE1864.Superseded values are not recommended for survey control.
 PE1864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1864.See file dsdata.txt to determine how the superseded data were derived.
 PE1864
 PE1864_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ4421686926(NAD 83)
 PE1864_MARKER: 13 = LIGHTHOUSE
 PE1864_SETTING: 0 = UNSPECIFIED SETTING
 PE1864_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE1864
 PE1864  HISTORY     - Date     Condition        Report By
 PE1864  HISTORY     - UNK      FIRST OBSERVED
 PE1864  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE1864  HISTORY     - 1956     SEE DESCRIPTION  CGS
 PE1864  HISTORY     - 1983     GOOD             NOS
 PE1864
 PE1864                          STATION DESCRIPTION
 PE1864
 PE1864'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1864'RECOVERED.  AT THE ENTRANCE TO BURNT COAT HARBOR AT THE SW SIDE
 PE1864'OF SWAN ISLAND IN JERICHO BAY.  THE STATION IS THE CENTER OF
 PE1864'THE WHITE SQUARE TOWER WHICH IS CONNECTED TO A DWELLING.  ITS
 PE1864'POSITION WAS REDETERMINED BY 1934 OBSERVATIONS.
 PE1864
 PE1864                          STATION RECOVERY (1956)
 PE1864
 PE1864'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 PE1864'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE 1934 RECOVERY
 PE1864'NOTE BY K.G.C. IS ADEQUATE AND COMPLETE.
 PE1864
 PE1864                          STATION RECOVERY (1983)
 PE1864
 PE1864'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1983 (CSM)
 PE1864'THE LIGHTHOUSE WAS RECOVERED AS DESRIBED IN GOOD CONDITION.
 PE1864'HOWEVER THE 1983 LIGHT LIST SHOWS THAT CHANGES WERE RECENTLY
 PE1864'MADE TO THE LIGHTHOUSE, THE EXTENT OF WHICH WERE UNABLE TO BE
 PE1864'DETERMINED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2050 ***********************************************************************
 PE2050  DESIGNATION -  BURNT COVE
 PE2050  PID         -  PE2050
 PE2050  STATE/COUNTY-  ME/HANCOCK
 PE2050  USGS QUAD   -  DEER ISLE (1983)
 PE2050
 PE2050                         *CURRENT SURVEY CONTROL
 PE2050  ___________________________________________________________________
 PE2050* NAD 83(1996)-  44 09 19.61813(N)    068 41 10.74358(W)     ADJUSTED  
 PE2050* NAVD 88     -        40.     (meters)     131.     (feet)  SCALED    
 PE2050  ___________________________________________________________________
 PE2050  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 PE2050  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 PE2050
 PE2050  HORZ ORDER  -  THIRD
 PE2050
 PE2050.The horizontal coordinates were established by classical geodetic methods
 PE2050.and adjusted by the National Geodetic Survey in March 1998..
 PE2050
 PE2050.The orthometric height was scaled from a topographic map.
 PE2050
 PE2050.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2050
 PE2050.The geoid height was determined by GEOID03.
 PE2050
 PE2050;                    North         East     Units Scale Factor Converg.
 PE2050;SPC ME E     -    54,320.355   285,096.732   MT  0.99990273   -0 07 47.2
 PE2050;UTM  19      - 4,889,186.339   525,083.451   MT  0.99960774   +0 13 06.7
 PE2050
 PE2050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2050!SPC ME E     -   0.99999765  x   0.99990273  =   0.99990038
 PE2050!UTM  19      -   0.99999765  x   0.99960774  =   0.99960539
 PE2050
 PE2050:                Primary Azimuth Mark                     Grid Az
 PE2050:SPC ME E     -  STONINGTON WATER TOWER                   074 14 29.8
 PE2050:UTM  19      -  STONINGTON WATER TOWER                   073 53 35.9
 PE2050
 PE2050|---------------------------------------------------------------------|
 PE2050| PID    Reference Object                     Distance      Geod. Az  |
 PE2050|                                                           dddmmss.s |
 PE2050| PE2048 STONINGTON WATER TOWER              APPROX. 1.1 KM 0740642.6 |
 PE2050| CE7826 BURNT COVE RM 1                       8.593 METERS 09426     |
 PE2050| PE2051 CROTCH ISLAND STACK                 APPROX. 1.4 KM 1392724.6 |
 PE2050| PE2026 ISLE AU HAUT CHURCH SPIRE           APPROX.10.0 KM 1551405.2 |
 PE2050| CE7827 BURNT COVE RM 2                       7.321 METERS 19618     |
 PE2050| PE2041 DEER ISLAND THOROFARE LH            APPROX. 2.7 KM 2100440.6 |
 PE2050| PE2076 VINAL HAVEN WATER TOWER             APPROX.17.0 KM 2252224.8 |
 PE2050| PE2063 NORTH FOX                           APPROX.11.6 KM 2841945.5 |
 PE2050| PE2052 WEST STONINGTON CHURCH SPIRE        APPROX. 1.5 KM 3460211.8 |
 PE2050|---------------------------------------------------------------------|
 PE2050
 PE2050                          SUPERSEDED SURVEY CONTROL
 PE2050
 PE2050  NAD 83(1992)-  44 09 19.62497(N)    068 41 10.72432(W) AD(       ) 3
 PE2050  NAD 83(1986)-  44 09 19.62851(N)    068 41 10.71417(W) AD(       ) 3
 PE2050  NAD 27      -  44 09 19.34000(N)    068 41 12.65800(W) AD(       ) 3
 PE2050
 PE2050.Superseded values are not recommended for survey control.
 PE2050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2050.See file dsdata.txt to determine how the superseded data were derived.
 PE2050
 PE2050_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ2508389186(NAD 83)
 PE2050_MARKER: B = BOLT
 PE2050_SETTING: 66 = SET IN ROCK OUTCROP
 PE2050_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 PE2050_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2050_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE2050+STABILITY: POSITION/ELEVATION WELL
 PE2050
 PE2050  HISTORY     - Date     Condition        Report By
 PE2050  HISTORY     - 1861     MONUMENTED       CGS
 PE2050  HISTORY     - 1907     SEE DESCRIPTION  CGS
 PE2050  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2050  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2050  HISTORY     - 1983     GOOD             NOS
 PE2050  HISTORY     - 1984     GOOD             USPSQD
 PE2050  HISTORY     - 1989     GOOD             USPSQD
 PE2050
 PE2050                          STATION DESCRIPTION
 PE2050
 PE2050'DESCRIBED BY COAST AND GEODETIC SURVEY 1907
 PE2050'STATION IS ON THE SUMMIT OF A ROCKY HILL LOCATED ABOUT 300
 PE2050'METERS FROM THE SW COAST OF DEER ISLE, 3/4 MILE S OF THE HEAD
 PE2050'OF BURNT COVE, AND 1 MILE WNW OF STONINGTON.  THE HILL SHOWS
 PE2050'WHITE AND ROCKY FROM VINAL HAVEN ISLAND AND ALL PARTS OF ISLE
 PE2050'AU HAUT BAY, AND IS OWNED BY EBEN THURLOW.  THE STATION IS
 PE2050'MARKED BY A COPPER BOLT SET IN A HOLE IN THE ROCK.
 PE2050
 PE2050                          STATION RECOVERY (1934)
 PE2050
 PE2050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2050'STATION RECOVERED AS DESCRIBED.  IT IS ON THE SUMMIT OF A ROCKY
 PE2050'HILL LOCATED ABOUT 300 METERS FROM THE SW COAST OF DEER ISLE,
 PE2050'3/4 MILE S OF THE HEAD OF BURNT COVE, AND 1 MILE W OF STONINGTON.
 PE2050'
 PE2050'TWO REFERENCE MARKS WERE ESTABLISHED.  THEY ARE STANDARD
 PE2050'BRONZE DISKS WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK NEAR
 PE2050'THE STATION.  REFERENCE MARK NO. 1 IS E OF THE STATION,
 PE2050'REFERENCE MARK NO. 2 IS SSW OF THE STATION, BOTH ON BARE
 PE2050'LEDGE.  THE STATION ITSELF IS ON THE HIGHEST PART OF THE
 PE2050'SOUTHERLY PART OF THE HILL.
 PE2050'
 PE2050'A 16-FOOT TRIPOD WAS BUILT OVER THE STATION MARK.
 PE2050
 PE2050                          STATION RECOVERY (1943)
 PE2050
 PE2050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2050'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN 1934.
 PE2050
 PE2050                          STATION RECOVERY (1983)
 PE2050
 PE2050'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1983 (CSM)
 PE2050'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 PE2050'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 2.04 METERS.
 PE2050
 PE2050                          STATION RECOVERY (1984)
 PE2050
 PE2050'RECOVERY NOTE BY US POWER SQUADRON 1984 (ELG)
 PE2050'BURNT COVE NO 1 1861 1934 FOUND GOOD.
 PE2050'
 PE2050'BURNT COVE NO 2 1861 1934 STATION AND REFERENCE MARKS RECOVERED IN
 PE2050'GOOD CONDITION AS DESCRIBED IN 1934.  AT THE TIME OF INSPECTION,
 PE2050'STATION WAS MARKED WITH AN 8 FT. ROUGH SPRUCE MAST WITH BROAD
 PE2050'FLAGGING AND SUPPORTED BY THREE GUY WIRES TO NEARBY TREES.
 PE2050
 PE2050                          STATION RECOVERY (1989)
 PE2050
 PE2050'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELG)
 PE2050'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2462 ***********************************************************************
 PE2462  DESIGNATION -  BURNT HILL RESET
 PE2462  PID         -  PE2462
 PE2462  STATE/COUNTY-  ME/KENNEBEC
 PE2462  USGS QUAD   -  AUGUSTA (1991)
 PE2462
 PE2462                         *CURRENT SURVEY CONTROL
 PE2462  ___________________________________________________________________
 PE2462* NAD 83(1996)-  44 19 14.18647(N)    069 47 06.50766(W)     ADJUSTED  
 PE2462* NAVD 88     -       118.86   (+/-2cm)     390.0    (feet)  VERTCON   
 PE2462  ___________________________________________________________________
 PE2462  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 PE2462  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 PE2462
 PE2462  HORZ ORDER  -  SECOND
 PE2462  VERT ORDER  -  THIRD ? (See Below)
 PE2462
 PE2462.The horizontal coordinates were established by classical geodetic methods
 PE2462.and adjusted by the National Geodetic Survey in March 1998..
 PE2462
 PE2462.The NAVD 88 height was computed by applying the VERTCON shift value to
 PE2462.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PE2462.The vertical order pertains to the NGVD 29 superseded value.
 PE2462
 PE2462.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2462
 PE2462.The geoid height was determined by GEOID03.
 PE2462
 PE2462;                    North         East     Units Scale Factor Converg.
 PE2462;SPC ME W     -   165,307.365   930,434.449   MT  0.99997805   +0 15 59.6
 PE2462;UTM  19      - 4,907,782.714   437,391.925   MT  0.99964821   -0 32 54.9
 PE2462
 PE2462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2462!SPC ME W     -   0.99998542  x   0.99997805  =   0.99996347
 PE2462!UTM  19      -   0.99998542  x   0.99964821  =   0.99963364
 PE2462
 PE2462:                Primary Azimuth Mark                     Grid Az
 PE2462:SPC ME W     -  AUGUSTA CONG SPIRE                       118 36 53.3
 PE2462:UTM  19      -  AUGUSTA CONG SPIRE                       119 25 47.8
 PE2462
 PE2462|---------------------------------------------------------------------|
 PE2462| PID    Reference Object                     Distance      Geod. Az  |
 PE2462|                                                           dddmmss.s |
 PE2462| PE2461 AUGUSTA CONG SPIRE                  APPROX. 0.9 KM 1185252.9 |
 PE2462| CE7828 BURNT HILL RM 2                      21.591 METERS 21817     |
 PE2462| PE2477 AUGUSTA MUN APT OMNI DIR MAST       APPROX. 0.7 KM 2475142.9 |
 PE2462| PE2478 VOR AUGUSTA MUN APT 1975            APPROX. 0.9 KM 2655406.1 |
 PE2462| CE7829 BURNT HILL RM 3                      13.823 METERS 32141     |
 PE2462| PE1354 MEMORIAL                            APPROX. 3.8 KM 3553305.5 |
 PE2462|---------------------------------------------------------------------|
 PE2462
 PE2462                          SUPERSEDED SURVEY CONTROL
 PE2462
 PE2462  NAD 83(1992)-  44 19 14.18524(N)    069 47 06.50590(W) AD(       ) 2
 PE2462  NAD 83(1986)-  44 19 14.19053(N)    069 47 06.51111(W) AD(       ) 2
 PE2462  NAD 27      -  44 19 13.94511(N)    069 47 08.35380(W) AD(       ) 2
 PE2462  NGVD 29 (07/19/86)  119.07   (m)          390.6    (f) LEVELING    3  
 PE2462
 PE2462.Superseded values are not recommended for survey control.
 PE2462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2462.See file dsdata.txt to determine how the superseded data were derived.
 PE2462
 PE2462_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK3739207783(NAD 83)
 PE2462_MARKER: B = BOLT
 PE2462_SETTING: 66 = SET IN ROCK OUTCROP
 PE2462
 PE2462  HISTORY     - Date     Condition        Report By
 PE2462  HISTORY     - 1970     MONUMENTED       CGS
 PE2462  HISTORY     - 1913     GOOD             CGS
 PE2462  HISTORY     - 1933     GOOD             CGS
 PE2462  HISTORY     - 1933     GOOD             MEGS
 PE2462  HISTORY     - 1949     GOOD             LOCENG
 PE2462  HISTORY     - 1949     GOOD             CGS
 PE2462  HISTORY     - 1957     GOOD             CGS
 PE2462  HISTORY     - 1957     GOOD             CGS
 PE2462  HISTORY     - 1964     GOOD             CGS
 PE2462  HISTORY     - 1970     SEE DESCRIPTION  NGS
 PE2462  HISTORY     - 1974     GOOD             NGS
 PE2462  HISTORY     - 1989     GOOD             USPSQD
 PE2462
 PE2462                          STATION DESCRIPTION
 PE2462
 PE2462'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 PE2462'STATION IS ON THE TOP OF A HILL IN AUGUSTA TOWNSHIP ON LAND OWNED
 PE2462'BY A NEW YORK GRANITE COMPANY, AND ABOUT 1/4 MILE N OF A LARGE
 PE2462'CEMETERY ON A RIDGE ABOUT 1 MILE W OF THE KENNEBEC RIVER.  THE
 PE2462'TOP OF THE HILL IS ALMOST LEVEL AND THE STATION IS 18 METERS E OF
 PE2462'AN OLD QUARRY NEAR THE REMAINS OF AN OBSERVATORY DESTROYED BY
 PE2462'FIRE.  SEVERAL IRON PIPES (PART OF A FENCE) ARE STILL STANDING,
 PE2462'AND THERE ARE ALSO SEVERAL IRON RINGBOLTS NEAR THE STATION.  TWO
 PE2462'OF THESE RINGBOLTS 2 FEET 5 INCHES HIGH ARE TO THE EASTWARD OF
 PE2462'THE STATION AT A DISTANCE 8.05 AND 4.69 METERS RESPECTIVELY.
 PE2462'THE STATION IS A COPPER BOLT SET IN A HOLE IN THE ROCK, AND
 PE2462'A REFERENCE MARK, A STANDARD DISK REFERENCE MARK WEDGED IN A DRILL
 PE2462'HOLE IN A BOULDER IS 0.153 METER N OF THE STATION.  STONES WERE
 PE2462'PILED AROUND THE STATION.
 PE2462
 PE2462                          STATION RECOVERY (1933)
 PE2462
 PE2462'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CMD)
 PE2462'THIS STATION IS ON TOP OF A HILL IN AUGUSTA TOWNSHIP ON LAND
 PE2462'OWNED BY A NEW YORK GRANITE COMPANY, AND ABOUT 1/4 MILE N OF A LARGE
 PE2462'CEMETERY ON A RIDGE ABOUT 1 MILE W OF THE KENNEBEC RIVER.  THE
 PE2462'TOP OF THE HILL IS ALMOST LEVEL AND THE STATION IS 18 METERS E OF
 PE2462'AN OLD QUARRY NEAR THE REMAINS OF AN OBSERVATORY DESTROYED BY
 PE2462'FIRE.  SEVERAL IRON PIPES, PART OF A FENCE, ARE STILL STANDING,
 PE2462'AND THERE ARE SEVERAL IRON RINGBOLTS NEAR THE STATION.  TWO OF
 PE2462'THESE RINGBOLTS 2 FEET 5 INCHES HIGH ARE TO THE E OF THE
 PE2462'STATION AT A DISTANCE OF 8.05 AND 4.69 METERS RESPECTIVELY.
 PE2462'
 PE2462'THE STATION MARK IS A COPPER BOLT SET IN THE ROCK.
 PE2462'
 PE2462'THE REFERENCE MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 PE2462'HOLE IN A BOULDER.
 PE2462'
 PE2462'THE REFERENCE MARK IS 0.153 METER N OF THE STATION, STAMPED
 PE2462'1869-1913.
 PE2462'
 PE2462'TO REACH STATION FROM AUGUSTA, SET SPEEDOMETER AT WINTHROP
 PE2462'AVENUE, AND STATE STREET, AND GO W ON WINTHROP AVENUE, 0.4 MILE
 PE2462'AND TURN RIGHT ON GRANITE STREET, WHICH IS JUST E OF CEMETERY,
 PE2462'AND GO N TO ITS END, AT A LARGE QUARRY.  STATION IS ON TOP OF HILL
 PE2462'ABOUT 30 PACES W OF THE QUARRY.
 PE2462
 PE2462                          STATION RECOVERY (1933)
 PE2462
 PE2462'RECOVERY NOTE BY MAINE GEODETIC SURVEY 1933
 PE2462'THE RECOVERY NOTES CHECK WITH THE ORIGINAL DESCRIPTION.
 PE2462
 PE2462                          STATION RECOVERY (1949)
 PE2462
 PE2462'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1949 (MBC)
 PE2462'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION INADEQUATE, A
 PE2462'NEW DESCRIPTION FOLLOWS--FROM THE INTERSECTION OF STATE AND
 PE2462'WINTHROP STREETS IN AUGUSTA, FOLLOW W ON WINTHROP STREET TO TOP
 PE2462'OF HILL (0.3 MILE).  TURN RIGHT AT ENTRANCE TO MOUNT HOPE CEMETERY
 PE2462'AND PROCEED N TO N EDGE OF CEMETERY.  STATION IS ON TOP OF HILL E
 PE2462'OF CEMETERY AND 50 FEET SE OF OLD QUARRY HOLE, ABANDONED.
 PE2462'SEVERAL IRON PIPES (PART OF OLD FENCE) ARE STILL STANDING AND
 PE2462'THERE ARE SEVERAL IRON RINGBOLTS NEAR STATION.  TWO OF THESE
 PE2462'RINGBOLTS (2 FEET 5 INCHES HIGH) ARE E OF STATION, AT A
 PE2462'DISTANCE OF 8.05 METERS (26.41 FEET) AND 4.69 METERS (15.39
 PE2462'FEET), RESPECTIVELY.  STATION MARK IS A COPPER
 PE2462'BOLT SET IN ROCK.
 PE2462'
 PE2462'REFERENCE MARK IS A BRONZE REFERENCE BOLT IN A DRILL HOLE IN
 PE2462'A BOULDER.  IT IS 0.153 METERS (0.5 FOOT) N OF THE
 PE2462'STATION.  ELEVATION 390.654 FEET.
 PE2462
 PE2462                          STATION RECOVERY (1949)
 PE2462
 PE2462'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM)
 PE2462'STATION RECOVERED IN GOOD CONDITION.  THE TOP OF THE REFERENCE
 PE2462'MARK HAS BEEN BROKEN OFF BUT THE CORE REMAINS.  DESCRIPTION IS
 PE2462'ADEQUATE.
 PE2462
 PE2462                          STATION RECOVERY (1957)
 PE2462
 PE2462'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 PE2462'THE STATION WAS RECOVERED AS DESCRIBED.  THE REFERENCE-MARK DISK
 PE2462'HAS BEEN BROKEN OFF LEAVING THE BRONZE SHANK IN THE ROCK.  THE
 PE2462'OLD DESCRIPTION IS ADEQUATE EXCEPT THAT THE STATION CAN BE DRIVEN
 PE2462'TO BY FOLLOWING A TRACK ROAD NE AND E FROM THE N SIDE OF THE
 PE2462'CEMETERY TO THE TOP OF THE HILL.
 PE2462
 PE2462                          STATION RECOVERY (1957)
 PE2462
 PE2462'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (FBM)
 PE2462'THE STATION WAS RECOVERED AS DESCRIBED BY M.B. CRAM, IN 1949,
 PE2462'EXCEPT FOR THE REFERENCE MARK.  THE TOP OF THE REFERENCE-MARK
 PE2462'DISK HAS BEEN KNOCKED OFF LEAVING A COPPER PIN PROJECTING ABOUT
 PE2462'1/4 IN. ABOVE BEDROCK.  THE REFERENCE PIN IS 0.5 FT. N OF THE
 PE2462'STATION PIN.  THE STATION WAS RECOVERED IN GOOD CONDITION.
 PE2462
 PE2462                          STATION RECOVERY (1964)
 PE2462
 PE2462'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FLJ)
 PE2462'RECOVERED AS DESCRIBED (1957).  THE STATION IS IN GOOD CONDITION.
 PE2462
 PE2462                          STATION RECOVERY (1970)
 PE2462
 PE2462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 PE2462'THE OLD COPPER BOLT MARKING STATION WAS FOUND IN GOOD
 PE2462'CONDITION.  THE REFERENCE MARK DISK HAD BEEN BROKEN OFF AND ONLY
 PE2462'THE STEM REMAINED.  TO AVOID CONFUSION IN USE OF THIS STATION THE
 PE2462'STATION BOLT WAS REMOVED AND A STATION DISK WAS SET.  TWO NEW
 PE2462'REFERENCE MARKS WERE ALSO ESTABLISHED.  A COMPLETE DESCRIPTION
 PE2462'FOLLOWS--
 PE2462'
 PE2462'STATION IS LOCATED ON THE SUMMIT OF THE TREE-COVERED HILL WHICH
 PE2462'LIES JUST EAST OF THE EAST SIDE OF THE AUGUSTA AIRPORT AND
 PE2462'NORTHEAST OF THE MT. HOPE CEMETERY, AND WHICH HAS AN ABANDONED
 PE2462'STONE QUARRY ON THE WEST SIDE.
 PE2462'
 PE2462'TO REACH STATION FROM THE TRAFFIC CIRCLE IN AUGUSTA, GO WEST ON
 PE2462'U.S. HIGHWAY 202 FOR 0.7 MILE.  TURN RIGHT AT SIGN AUGUSTA AIRPORT
 PE2462'AND GO 0.3 MILE TO THE AIRPORT TERMINAL BUILDING.  BEAR RIGHT
 PE2462'AND FOLLOW MAIN ROAD EAST FOR 0.2 MILE.  TAKE LEFT FORK, THROUGH
 PE2462'CEMETERY, FOR 0.35 MILE NORTH SIDE OF CEMETERY, OPPOSITE
 PE2462'NORTHEAST END OF AIRPORT RUNWAY.  TAKE TRACK ROAD RIGHT AND
 PE2462'FOLLOW THE WINDING ROAD 0.1 MILE TO TOP OF HILL.
 PE2462'
 PE2462'STATION MARK IS A STANDARD DISK STAMPED BURNT HILL 1868 1970,
 PE2462'CEMENTED IN A DRILL HOLE IN A 2 X 5-FOOT BEDROCK OUTCROP PROJECTING
 PE2462'4 INCHES FROM GROUND.  IT IS INSIDE ROAD LOOP WHERE TRACK ROAD
 PE2462'CIRCLES TOP OF HILL, 28 FEET EAST OF CENTER LINE OF ROAD AND 49
 PE2462'FEET EAST OF EDGE OF OLD QUARRY.
 PE2462'
 PE2462'THE STEM OF OLD RM NO. 1 IS ABOUT 3/4-INCH IN DIAMETER AND IS
 PE2462'0.157 METER NORTH OF STATION MARK.
 PE2462'
 PE2462'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BURNT HILL
 PE2462'1868 NO 2 1970, CEMENTED IN A DRILL HOLE IN A 2 X 2-FOOT BEDROCK
 PE2462'OUTCROP FLUSH WITH GROUND.  IT IS 32 FEET SOUTH OF CENTER LINE
 PE2462'OF LOOP END OF ROAD, 24 FEET EAST OF EDGE OF QUARRY AND 3 FEET
 PE2462'LOWER THAN STATION MARK.
 PE2462'
 PE2462'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED BURNT HILL
 PE2462'1868 NO 3 1970, CEMENTED IN A DRILL HOLE IN LONG BEDROCK OUTCROP
 PE2462'FLUSH WITH GROUND, ON SLIGHT KNOLL BETWEEN ROAD AND NORTHEAST
 PE2462'CORNER OF THE QUARRY, AND AT ABOUT SAME ELEVATION AS STATION MARK.
 PE2462'
 PE2462'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PE2462'IN AUGUSTA.
 PE2462
 PE2462                          STATION RECOVERY (1974)
 PE2462
 PE2462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RCA)
 PE2462'THE STATION MARK AND REFERENCE MARKS 2 AND 3 WERE RECOVERED AS
 PE2462'DESCRIBED BY L.F.S. IN 1970.  THE LOCATED AND TO REACH SECTIONS OF
 PE2462'THE 1970 DESCRIPTION ARE STILL ADEQUATE AT THIS TIME.
 PE2462'
 PE2462'HEIGHT OF LIGHT ABOVE STATION MARK 38 FEET.
 PE2462'
 PE2462'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PE2462'LOCATED WITH THE AUGUSTA CITY LIMITS.
 PE2462
 PE2462                          STATION RECOVERY (1989)
 PE2462
 PE2462'RECOVERY NOTE BY US POWER SQUADRON 1989 (RS)
 PE2462'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0438 ***********************************************************************
 OB0438  DESIGNATION -  BURNT IS LH
 OB0438  PID         -  OB0438
 OB0438  STATE/COUNTY-  ME/LINCOLN
 OB0438  USGS QUAD   -  BOOTHBAY HARBOR (1997)
 OB0438
 OB0438                         *CURRENT SURVEY CONTROL
 OB0438  ___________________________________________________________________
 OB0438* NAD 83(1996)-  43 49 30.45646(N)    069 38 24.84603(W)     ADJUSTED  
 OB0438* NAVD 88     -        18.     (meters)      59.     (feet)  SCALED    
 OB0438  ___________________________________________________________________
 OB0438  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 OB0438  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 OB0438
 OB0438  HORZ ORDER  -  THIRD
 OB0438
 OB0438.The horizontal coordinates were established by classical geodetic methods
 OB0438.and adjusted by the National Geodetic Survey in March 1998..
 OB0438
 OB0438.The orthometric height was scaled from a topographic map.
 OB0438
 OB0438.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0438
 OB0438.The geoid height was determined by GEOID03.
 OB0438
 OB0438;                    North         East     Units Scale Factor Converg.
 OB0438;SPC ME W     -   110,318.452   942,345.511   MT  0.99998871   +0 21 52.3
 OB0438;UTM  19      - 4,852,649.533   448,519.158   MT  0.99963260   -0 26 36.0
 OB0438
 OB0438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0438!SPC ME W     -   1.00000122  x   0.99998871  =   0.99998993
 OB0438!UTM  19      -   1.00000122  x   0.99963260  =   0.99963382
 OB0438
 OB0438:                Primary Azimuth Mark                     Grid Az
 OB0438:SPC ME W     -  WIN                                      113 10 22.6
 OB0438:UTM  19      -  WIN                                      113 58 50.9
 OB0438
 OB0438|---------------------------------------------------------------------|
 OB0438| PID    Reference Object                     Distance      Geod. Az  |
 OB0438|                                                           dddmmss.s |
 OB0438| OB0418 WIN                                 APPROX. 3.2 KM 1133214.9 |
 OB0438| OB0419 RAM ISLAND LH                       APPROX. 4.0 KM 1253341.9 |
 OB0438| OB0440 SQUIRREL ISLAND CUPOLA POLE         APPROX. 2.0 KM 1561556.3 |
 OB0438| OB0441 BOWMANS FLAGPOLE                    APPROX. 2.4 KM 1592009.5 |
 OB0438| OB0430 CUCKOLDS FOG SIGNAL                 APPROX. 5.1 KM 1884830.0 |
 OB0438|---------------------------------------------------------------------|
 OB0438
 OB0438                          SUPERSEDED SURVEY CONTROL
 OB0438
 OB0438  NAD 83(1992)-  43 49 30.45453(N)    069 38 24.84149(W) AD(       ) 3
 OB0438  NAD 83(1986)-  43 49 30.45996(N)    069 38 24.84733(W) AD(       ) 3
 OB0438  NAD 27      -  43 49 30.16000(N)    069 38 26.68400(W) AD(       ) 3
 OB0438
 OB0438.Superseded values are not recommended for survey control.
 OB0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0438.See file dsdata.txt to determine how the superseded data were derived.
 OB0438
 OB0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ4851952650(NAD 83)
 OB0438_MARKER: 14 = NAVIGATION LIGHT
 OB0438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OB0438+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2004
 OB0438
 OB0438  HISTORY     - Date     Condition        Report By
 OB0438  HISTORY     - 1857     FIRST OBSERVED   CGS
 OB0438  HISTORY     - 1934     GOOD             CGS
 OB0438  HISTORY     - 1934     GOOD             CGS
 OB0438  HISTORY     - 1942     GOOD             CGS
 OB0438  HISTORY     - 1988     GOOD             USPSQD
 OB0438  HISTORY     - 20040703 GOOD             USPSQD
 OB0438
 OB0438                          STATION DESCRIPTION
 OB0438
 OB0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0438'THIS STATION IS IDENTICAL WITH, BURNT ISLAND LIGHTHOUSE 1902.  A
 OB0438'DETERMINATION WAS MADE ON IT IN THE 1934 TRIANGULATION.
 OB0438
 OB0438                          STATION RECOVERY (1934)
 OB0438
 OB0438'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0438'STATION RECOVERED.  THIS LIGHTHOUSE IS ALSO IDENTICAL WITH
 OB0438'STATION, BURNT ISLAND LIGHTHOUSE 1857, LISTED IN THE
 OB0438'PUBLICATION.  ITS POSITION WAS RE-DETERMINED BY THE 1934
 OB0438'OBSERVATIONS.  IT IS ON THE W SIDE OF THE ENTRANCE TO BOOTHBAY
 OB0438'HARBOR AND HAS A WHITE CONICAL TOWER WITH COVERED WAY TO THE
 OB0438'KEEPERS HOUSE.
 OB0438
 OB0438                          STATION RECOVERY (1942)
 OB0438
 OB0438'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (HOF)
 OB0438'STATION RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION--
 OB0438'
 OB0438'LIGHT IS WHITE CONICAL TOWER WITH BLACK TOP.
 OB0438'
 OB0438'THERE APPEARS TO BE SOME CONFUSION OVER NAMES.  SEE K.G. CROSBYS
 OB0438'RECOVERY.
 OB0438
 OB0438                          STATION RECOVERY (1988)
 OB0438
 OB0438'RECOVERY NOTE BY US POWER SQUADRON 1988 (WSD)
 OB0438'RECOVERED IN GOOD CONDITION.
 OB0438
 OB0438                          STATION RECOVERY (2004)
 OB0438
 OB0438'RECOVERY NOTE BY US POWER SQUADRON 2004 (WTM)
 OB0438'THE LIGHTHOUSE IS NOW A MUSEUM AND THE LIGHT IS STILL OPERATIONAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0376 ***********************************************************************
 OB0376  DESIGNATION -  BURNT ISLAND
 OB0376  PID         -  OB0376
 OB0376  STATE/COUNTY-  ME/KNOX
 OB0376  USGS QUAD   -  MONHEGAN (1979)
 OB0376
 OB0376                         *CURRENT SURVEY CONTROL
 OB0376  ___________________________________________________________________
 OB0376* NAD 83(1996)-  43 52 00.13728(N)    069 17 41.76553(W)     ADJUSTED  
 OB0376* NAVD 88     -                                                        
 OB0376  ___________________________________________________________________
 OB0376  LAPLACE CORR-           1.77  (seconds)                    DEFLEC99
 OB0376  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 OB0376
 OB0376  HORZ ORDER  -  THIRD
 OB0376
 OB0376.The horizontal coordinates were established by classical geodetic methods
 OB0376.and adjusted by the National Geodetic Survey in March 1998..
 OB0376
 OB0376
 OB0376.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0376
 OB0376.The geoid height was determined by GEOID03.
 OB0376
 OB0376;                    North         East     Units Scale Factor Converg.
 OB0376;SPC ME E     -    22,530.724   236,105.036   MT  0.99995020   -0 33 03.2
 OB0376;UTM  19      - 4,857,110.479   476,300.980   MT  0.99960691   -0 12 15.8
 OB0376
 OB0376                          SUPERSEDED SURVEY CONTROL
 OB0376
 OB0376  NAD 83(1992)-  43 52 00.13655(N)    069 17 41.74756(W) AD(       ) 4
 OB0376  NAD 83(1986)-  43 52 00.14150(N)    069 17 41.75468(W) AD(       ) 4
 OB0376  NAD 27      -  43 51 59.88000(N)    069 17 43.66000(W) AD(       ) 3
 OB0376
 OB0376.Superseded values are not recommended for survey control.
 OB0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0376.See file dsdata.txt to determine how the superseded data were derived.
 OB0376
 OB0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ7630157110(NAD 83)
 OB0376
 OB0376  HISTORY     - Date     Condition        Report By
 OB0376  HISTORY     - UNK      MONUMENTED
 OB0376  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0376  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OB0376
 OB0376                          STATION DESCRIPTION
 OB0376
 OB0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0376'THERE IS NO DESCRIPTION OF THE STATION AND A THOROUGH SEARCH
 OB0376'WAS MADE FOR THE STATION AT ITS GEOGRAPHICAL POSITION WITHOUT
 OB0376'SUCCESS.  THE STATION IS PROBABLY LOST, AS THERE ARE NO SIGNS OR
 OB0376'MARKINGS OF IT ON THE HIGH POINT OF THE ISLAND, WHICH WAS MEASURED
 OB0376'FROM THE LIFE SAVING STATION.
 OB0376
 OB0376                          STATION RECOVERY (1943)
 OB0376
 OB0376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 OB0376'SEARCHED FOR BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0374 ***********************************************************************
 OB0374  DESIGNATION -  BURNT ISLAND 2
 OB0374  PID         -  OB0374
 OB0374  STATE/COUNTY-  ME/KNOX
 OB0374  USGS QUAD   -  MONHEGAN (1979)
 OB0374
 OB0374                         *CURRENT SURVEY CONTROL
 OB0374  ___________________________________________________________________
 OB0374* NAD 83(1996)-  43 51 57.76977(N)    069 17 40.66704(W)     ADJUSTED  
 OB0374* NAVD 88     -        48.     (meters)     157.     (feet)  SCALED    
 OB0374  ___________________________________________________________________
 OB0374  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 OB0374  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 OB0374
 OB0374  HORZ ORDER  -  SECOND
 OB0374
 OB0374.The horizontal coordinates were established by classical geodetic methods
 OB0374.and adjusted by the National Geodetic Survey in March 1998..
 OB0374
 OB0374.The orthometric height was scaled from a topographic map.
 OB0374
 OB0374.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0374
 OB0374.The geoid height was determined by GEOID03.
 OB0374
 OB0374;                    North         East     Units Scale Factor Converg.
 OB0374;SPC ME E     -    22,457.425   236,128.860   MT  0.99995016   -0 33 02.4
 OB0374;SPC ME W     -   115,099.897   970,097.707   MT  1.00002708   +0 36 15.6
 OB0374;UTM  19      - 4,857,037.351   476,325.238   MT  0.99960689   -0 12 15.0
 OB0374
 OB0374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0374!SPC ME E     -   0.99999647  x   0.99995016  =   0.99994663
 OB0374!SPC ME W     -   0.99999647  x   1.00002708  =   1.00002355
 OB0374!UTM  19      -   0.99999647  x   0.99960689  =   0.99960336
 OB0374
 OB0374:                Primary Azimuth Mark                     Grid Az
 OB0374:SPC ME E     -  OLD HORSE LEDGE DAYBEACON                004 19 56.1
 OB0374:SPC ME W     -  OLD HORSE LEDGE DAYBEACON                003 10 38.1
 OB0374:UTM  19      -  OLD HORSE LEDGE DAYBEACON                003 59 08.7
 OB0374
 OB0374|---------------------------------------------------------------------|
 OB0374| PID    Reference Object                     Distance      Geod. Az  |
 OB0374|                                                           dddmmss.s |
 OB0374| OB0372 OLD HORSE LEDGE DAYBEACON           APPROX. 4.6 KM 0034653.7 |
 OB0374| CE7274 BURNT ISLAND 2 RM 1                  13.150 METERS 01649     |
 OB0374| CE7275 BURNT ISLAND 2 RM 2                  17.522 METERS 08856     |
 OB0374| OB0378 MONHEGAN LIGHT                      APPROX.11.4 KM 1883747.5 |
 OB0374| OB0379 OLD MAN LEDGE DAYBEACON             APPROX. 3.2 KM 2103905.8 |
 OB0374| OB0413 PEMAQUID LH                         APPROX.17.3 KM 2591857.8 |
 OB0374| OB0423 NEW HBR METH EPIS CH STEEPLE        APPROX.16.5 KM 2725515.9 |
 OB0374| OB0342 THE KEGS DAYBEACON                  APPROX. 4.9 KM 3080458.4 |
 OB0374|---------------------------------------------------------------------|
 OB0374
 OB0374                          SUPERSEDED SURVEY CONTROL
 OB0374
 OB0374  NAD 83(1992)-  43 51 57.76959(N)    069 17 40.64973(W) AD(       ) 2
 OB0374  NAD 83(1986)-  43 51 57.77447(N)    069 17 40.65669(W) AD(       ) 2
 OB0374  NAD 27      -  43 51 57.47800(N)    069 17 42.48000(W) AD(       ) 2
 OB0374
 OB0374.Superseded values are not recommended for survey control.
 OB0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0374.See file dsdata.txt to determine how the superseded data were derived.
 OB0374
 OB0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ7632557037(NAD 83)
 OB0374
 OB0374  HISTORY     - Date     Condition        Report By
 OB0374  HISTORY     - 1934     MONUMENTED       CGS
 OB0374  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OB0374  HISTORY     - 1954     SEE DESCRIPTION  CGS
 OB0374
 OB0374                          STATION DESCRIPTION
 OB0374
 OB0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0374'STATION IS ON THE HIGHEST POINT ON BURNT ISLAND, WHICH IS 3-1/2
 OB0374'MILES S BY W OF PORT CLYDE, 10-1/2 MILES E OF PEMAQUID POINT
 OB0374'AND 7 MILES N OF MONHEGAN ISLAND.  THE STATION IS DIRECTLY
 OB0374'UNDER THE COAST GUARD LOOKOUT TOWER WHICH IS A STEEL STRUCTURE
 OB0374'38 FEET HIGH WITH A WOODEN HOUSE ON TOP.  THE CONCRETE
 OB0374'FOUNDATION PEDESTALS OF THE TOWER ARE 3.15 METERS NE.  3.10
 OB0374'METERS SE.  3.10 METERS SW AND 3.20 METERS NW TO THE STATION
 OB0374'MARK.  THE LOOKOUT TOWER WAS USED AS AN OBSERVATION TOWER AND
 OB0374'A TARGET WAS SET OVER THE STATION MARK.  THE MARK IS ABOUT 1
 OB0374'FOOT BELOW GROUND LEVEL IN A ROCK LEDGE.
 OB0374'
 OB0374'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 OB0374'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 OB0374'
 OB0374'REFERENCE MARK NO. 2 IS IN A ROCK LEDGE ABOUT HALFWAY TO THE
 OB0374'TREE LINE TO THE E AND AT THE SAME ELEVATION AS THE
 OB0374'STATION.  REFERENCE MARK NO. 1 IS IN ROCK LEDGE 1 METER NE OF
 OB0374'THE COAST GUARD TELEPHONE POLE NEAREST THE TOWER.
 OB0374'
 OB0374'THERE IS A GOOD HARBOR ON THE NW END OF THE ISLAND AT THE
 OB0374'COAST GUARD STATION.  MOORINGS IN THE HARBOR ARE AVAILABLE.
 OB0374'
 OB0374'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 OB0374
 OB0374                          STATION RECOVERY (1953)
 OB0374
 OB0374'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (PT)
 OB0374'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD
 OB0374'CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE MEASURED
 OB0374'WITH A STEEL TAPE AND FOUND TO BE CORRECT.  THE PUBLISHED
 OB0374'DESCRIPTION IS ADEQUATE EXCEPT FOR ADDITIONAL REFERENCE
 OB0374'MEASUREMENTS TO REFERENCE MARK 1--REFERENCE MARK 1 IS 14.5 FT. W
 OB0374'OF THE PATH LEADING TO THE TOWER, AND 17.6 FT. SE OF THE COAST
 OB0374'GUARD TELEPHONE POLE.
 OB0374
 OB0374                          STATION RECOVERY (1954)
 OB0374
 OB0374'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 OB0374'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED IN 1934.  THE
 OB0374'TOWER IS STANDING AND IN DAILY USE BY THE COAST GUARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0373 ***********************************************************************
 OB0373  DESIGNATION -  BURNT ISLAND LIFE SAVING STA
 OB0373  PID         -  OB0373
 OB0373  STATE/COUNTY-  ME/KNOX
 OB0373  USGS QUAD   -  MONHEGAN (1979)
 OB0373
 OB0373                         *CURRENT SURVEY CONTROL
 OB0373  ___________________________________________________________________
 OB0373* NAD 83(1996)-  43 51 57.01661(N)    069 17 41.27168(W)     ADJUSTED  
 OB0373* NAVD 88     -                                                        
 OB0373  ___________________________________________________________________
 OB0373  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 OB0373  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 OB0373
 OB0373  HORZ ORDER  -  THIRD
 OB0373
 OB0373.The horizontal coordinates were established by classical geodetic methods
 OB0373.and adjusted by the National Geodetic Survey in March 1998..
 OB0373
 OB0373
 OB0373.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0373
 OB0373.The geoid height was determined by GEOID03.
 OB0373
 OB0373;                    North         East     Units Scale Factor Converg.
 OB0373;SPC ME E     -    22,434.312   236,115.136   MT  0.99995018   -0 33 02.8
 OB0373;SPC ME W     -   115,076.510   970,084.451   MT  1.00002706   +0 36 15.1
 OB0373;UTM  19      - 4,857,014.163   476,311.660   MT  0.99960690   -0 12 15.4
 OB0373
 OB0373                          SUPERSEDED SURVEY CONTROL
 OB0373
 OB0373  NAD 83(1992)-  43 51 57.01708(N)    069 17 41.25356(W) AD(       ) 4
 OB0373  NAD 83(1986)-  43 51 57.02195(N)    069 17 41.26052(W) AD(       ) 4
 OB0373  NAD 27      -  43 51 56.65000(N)    069 17 43.12000(W) AD(       ) 3
 OB0373
 OB0373.Superseded values are not recommended for survey control.
 OB0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0373.See file dsdata.txt to determine how the superseded data were derived.
 OB0373
 OB0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ7631257014(NAD 83)
 OB0373
 OB0373  HISTORY     - Date     Condition        Report By
 OB0373  HISTORY     - UNK      MONUMENTED
 OB0373  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0373  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OB0373
 OB0373                          STATION DESCRIPTION
 OB0373
 OB0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0373'THIS STATION IS LOST.
 OB0373'
 OB0373'THE OLD STATION WAS TORN DOWN IN 1928, AND A NEW TOWER
 OB0373'ERECTED.  THE NEW TOWER IS ON APPROXIMATELY THE SAME SITE, BUT
 OB0373'NOT ON THE SAME GEOGRAPHIC POSITION AS BEFORE.
 OB0373
 OB0373                          STATION RECOVERY (1943)
 OB0373
 OB0373'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 OB0373'OLD STATION TORN DOWN IN 1928 AS REPORTED BY K.G.C. IN
 OB0373'1934.  STATION IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0555 ***********************************************************************
 OB0555  DESIGNATION -  BURNT LEDGE JR 1866
 OB0555  PID         -  OB0555
 OB0555  STATE/COUNTY-  ME/SAGADAHOC
 OB0555  USGS QUAD   -  PHIPPSBURG (1957)
 OB0555
 OB0555                         *CURRENT SURVEY CONTROL
 OB0555  ___________________________________________________________________
 OB0555* NAD 83(1996)-  43 47 53.02107(N)    069 50 27.49187(W)     ADJUSTED  
 OB0555* NAVD 88     -        55.     (meters)     180.     (feet)  SCALED    
 OB0555  ___________________________________________________________________
 OB0555  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 OB0555  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 OB0555
 OB0555  HORZ ORDER  -  THIRD
 OB0555
 OB0555.The horizontal coordinates were established by classical geodetic methods
 OB0555.and adjusted by the National Geodetic Survey in March 1998..
 OB0555
 OB0555.The orthometric height was scaled from a topographic map.
 OB0555
 OB0555.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0555
 OB0555.The geoid height was determined by GEOID03.
 OB0555
 OB0555;                    North         East     Units Scale Factor Converg.
 OB0555;SPC ME W     -   107,228.208   926,210.464   MT  0.99997511   +0 13 31.5
 OB0555;UTM  19      - 4,849,788.007   432,347.612   MT  0.99965629   -0 34 55.5
 OB0555
 OB0555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0555!SPC ME W     -   0.99999544  x   0.99997511  =   0.99997055
 OB0555!UTM  19      -   0.99999544  x   0.99965629  =   0.99965173
 OB0555
 OB0555                          SUPERSEDED SURVEY CONTROL
 OB0555
 OB0555  NAD 83(1992)-  43 47 53.01903(N)    069 50 27.49061(W) AD(       ) 3
 OB0555  NAD 83(1986)-  43 47 53.02470(N)    069 50 27.49605(W) AD(       ) 3
 OB0555  NAD 27      -  43 47 52.72900(N)    069 50 29.33600(W) AD(       ) 3
 OB0555
 OB0555.Superseded values are not recommended for survey control.
 OB0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0555.See file dsdata.txt to determine how the superseded data were derived.
 OB0555
 OB0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3234849788(NAD 83)
 OB0555
 OB0555  HISTORY     - Date     Condition        Report By
 OB0555  HISTORY     - 1866     MONUMENTED       COASUR
 OB0555  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0555  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0555
 OB0555                          STATION DESCRIPTION
 OB0555
 OB0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0555'STATION IS ABOUT 1/3 MILE WSW OF STATION BURNT LEDGE, WHICH IS
 OB0555'ON THE HIGHEST, MOST PROMINENT ROCK KNOLL IN PHIPPSBURG
 OB0555'TOWNSHIP.  AS RECOVERED, THE STATION IS MARKED BY A COPPER BOLT
 OB0555'IN THE CENTER OF A PROMINENT FLAT-TOPPED LEDGE ABOUT 15 METERS
 OB0555'ACROSS ON TOP.
 OB0555'
 OB0555'THE STATION WAS NOT OCCUPIED IN 1934 BUT THE AZIMUTH FROM BURNT
 OB0555'LEDGE WAS CHECKED BY A CUT AT BURNT LEDGE.
 OB0555'
 OB0555'NO REFERENCE MARKS WERE ESTABLISHED.
 OB0555
 OB0555                          STATION RECOVERY (1942)
 OB0555
 OB0555'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OB0555'STATION IS ABOUT 0.3 MILE WSW OF STATION BURNT LEDGE 1854, AND IS
 OB0555'ON THE HIGHEST AND MOST PROMINENT ROCK KNOLL IN PHIPPSBURG
 OB0555'TOWNSHIP.  AS RECOVERED, THE STATION IS MARKED BY A COPPER BOLT,
 OB0555'SET FLUSH IN THE CENTER OF A PROMINENT FLAT-TOPPED LEDGE ABOUT
 OB0555'15 METERS ACROSS ON TOP.  AN AZIMUTH FROM BURNT LEDGE 1854 WAS
 OB0555'CHECKED BY A CUT AT BURNT LEDGE 1854 IN 1934.  NO REFERENCE
 OB0555'MARKS WERE ESTABLISHED.
 OB0555'
 OB0555'TO REACH, TURN RIGHT WHERE STATE HIGHWAYS 209 AND 216 DIVIDE
 OB0555'AT PHIPPSBURG, FOLLOW HIGHWAY 216 FOR 0.6 MILE THEN TURN RIGHT
 OB0555'ON DIRT ROAD TO W, FOLLOW THIS ROAD 1.35 MILES TO WHERE IT FORKS,
 OB0555'TAKE LEFT-HAND ROAD AND FOLLOW FOR 0.35 MILE TO OLD DESERTED
 OB0555'HOUSE AND AN OLD FOUNDATION, FROM HERE WALK DIRECTLY TO E ACROSS
 OB0555'MEADOW AND UP TO HIGHEST RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0559 ***********************************************************************
 OB0559  DESIGNATION -  BURNT LEDGE RESET
 OB0559  PID         -  OB0559
 OB0559  STATE/COUNTY-  ME/SAGADAHOC
 OB0559  USGS QUAD   -  PHIPPSBURG (1957)
 OB0559
 OB0559                         *CURRENT SURVEY CONTROL
 OB0559  ___________________________________________________________________
 OB0559* NAD 83(1996)-  43 47 57.21182(N)    069 50 04.24723(W)     ADJUSTED  
 OB0559* NAVD 88     -        69.     (meters)     226.     (feet)  SCALED    
 OB0559  ___________________________________________________________________
 OB0559  LAPLACE CORR-           2.18  (seconds)                    DEFLEC99
 OB0559  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 OB0559
 OB0559  HORZ ORDER  -  THIRD
 OB0559
 OB0559.The horizontal coordinates were established by classical geodetic methods
 OB0559.and adjusted by the National Geodetic Survey in March 1998..
 OB0559
 OB0559.The orthometric height was scaled from a topographic map.
 OB0559
 OB0559.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0559
 OB0559.The geoid height was determined by GEOID03.
 OB0559
 OB0559;                    North         East     Units Scale Factor Converg.
 OB0559;SPC ME W     -   107,359.609   926,729.560   MT  0.99997545   +0 13 47.6
 OB0559;UTM  19      - 4,849,912.040   432,868.342   MT  0.99965543   -0 34 39.4
 OB0559
 OB0559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0559!SPC ME W     -   0.99999325  x   0.99997545  =   0.99996870
 OB0559!UTM  19      -   0.99999325  x   0.99965543  =   0.99964868
 OB0559
 OB0559:                Primary Azimuth Mark                     Grid Az
 OB0559:SPC ME W     -  COXES HEAD FLAGPOLE                      133 59 15.3
 OB0559:UTM  19      -  COXES HEAD FLAGPOLE                      134 47 42.3
 OB0559
 OB0559|---------------------------------------------------------------------|
 OB0559| PID    Reference Object                     Distance      Geod. Az  |
 OB0559|                                                           dddmmss.s |
 OB0559| OB0541 COXES HEAD FLAGPOLE                 APPROX. 5.1 KM 1341302.9 |
 OB0559| CE7276 BURNT LEDGE RM 1                     11.424 METERS 13529     |
 OB0559| CE7277 BURNT LEDGE RM 2                     13.619 METERS 20836     |
 OB0559|---------------------------------------------------------------------|
 OB0559
 OB0559                          SUPERSEDED SURVEY CONTROL
 OB0559
 OB0559  NAD 83(1992)-  43 47 57.20979(N)    069 50 04.24587(W) AD(       ) 3
 OB0559  NAD 83(1986)-  43 47 57.21545(N)    069 50 04.25131(W) AD(       ) 3
 OB0559  NAD 27      -  43 47 56.91800(N)    069 50 06.08800(W) AD(       ) 3
 OB0559
 OB0559.Superseded values are not recommended for survey control.
 OB0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0559.See file dsdata.txt to determine how the superseded data were derived.
 OB0559
 OB0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3286849912(NAD 83)
 OB0559
 OB0559  HISTORY     - Date     Condition        Report By
 OB0559  HISTORY     - 1854     MONUMENTED       CGS
 OB0559  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0559  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0559
 OB0559                          STATION DESCRIPTION
 OB0559
 OB0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1854 (COB)
 OB0559'ON A HIGH BARE ROCK NEAR THE UPPER END OF THE BURNT LEDGES, NEAR
 OB0559'THE CENTER OF PHIPPSBURG TOWNSHIP AND PENINSULA, WHICH LIES
 OB0559'BETWEEN THE KENNEBEC AND NEW MEADOWS RIVERS.  THE STATION IS ABOUT
 OB0559'1-3/4 MILES SW OF THE VILLAGE OF PHIPPSBURG AND ABOUT 1/2 MILE
 OB0559'SE OF NEW MEADOWS BAIN.  IT IS MARKED BY A HOLE DRILLED IN THE
 OB0559'ROCK.
 OB0559
 OB0559                          STATION RECOVERY (1934)
 OB0559
 OB0559'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0559'THE ORIGINAL STATION MARKED BY A DRILL HOLE WAS RECOVERED AND A
 OB0559'STANDARD COPPER DISK SET.  THE STATION IS ON A HIGH BARE ROCK LEDGE
 OB0559'ON THE PHIPPSBURG PENINSULA BETWEEN KENNEBEC RIVER AND NEW
 OB0559'MEADOWS RIVER, ABOUT 1-3/4 MILES SW OF THE TOWN OF PHIPPSBURG AND
 OB0559'ABOUT 7 MILES N OF CAPE SMALL.  THE BARE LEDGE IS NEARLY
 OB0559'EQUIDISTANT FROM THE TWO RIVERS AND IS ON THE HIGHEST KNOLL IN THE
 OB0559'VICINITY ABOUT 1 MILE N OF CAPE SMALL STATION WHICH IS ON THE
 OB0559'HIGHEST POINT OF THE LINE OF LEDGES, AND IS NEAR THE CENTER
 OB0559'OF THE LEDGE WHICH IS 45 METERS LONG N AND S AND 6 METERS WIDE.
 OB0559'THERE IS A 12-INCH PINE 10 METERS SE OF THE STATION.
 OB0559'HALFWAY ROCK LIGHTHOUSE RANGES OVER THE CENTER OF RAGGED ISLAND
 OB0559'FROM THE STATION.
 OB0559'
 OB0559'REFERENCE MARK NO. 1 IS ON A LEDGE ACROSS A SMALL CREVASSE AND
 OB0559'IS ALMOST IN RANGE WITH COXES HEAD FLAGPOLE.
 OB0559'
 OB0559'REFERENCE MARK NO. 2 IS ON THE SAME LEDGE AS THE STATION AND
 OB0559'IS IN RANGE WITH WOOD ISLAND TO THE S.
 OB0559'
 OB0559'THERE IS NO TRAIL TO THE STATION, BUT IT IS BEST REACHED FROM
 OB0559'THE BASIN ROAD AT A POINT 1-1/2 MILES SW OF PHIPPSBURG.
 OB0559
 OB0559                          STATION RECOVERY (1942)
 OB0559
 OB0559'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OB0559'RECOVERED AS DESCRIBED.  DESCRIPTION IS COMPLETE AND ADEQUATE WITH
 OB0559'THE EXCEPTION OF HOW TO REACH, WHICH IS AS FOLLOWS--
 OB0559'
 OB0559'TURN RIGHT WHERE STATE HIGHWAYS 209 AND 216 DIVIDE AT PHIPPSBURG,
 OB0559'FOLLOW HIGHWAY 216 FOR 0.6 MILE, THEN TURN RIGHT ON DIRT ROAD
 OB0559'TO W, FOLLOW THIS ROAD 1.35 MILES TO WHERE IT FORKS, TAKE LEFT-HAND
 OB0559'ROAD AND FOLLOW FOR 0.35 MILE TO OLD DESERTED HOUSE AND AN OLD
 OB0559'FOUNDATION.  FROM HERE WALK DIRECTLY TO E ACROSS MEADOW AND UP TO
 OB0559'PROMINENT ROCK LEDGE, WHICH SHOULD BE BURNT LEDGE JR..  FROM
 OB0559'HERE STATION IS ABOUT 0.3 MILE NNE ON THE HIGHEST KNOLL IN THIS
 OB0559'VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0762 ***********************************************************************
 RF0762  DESIGNATION -  BURNT LO
 RF0762  PID         -  RF0762
 RF0762  STATE/COUNTY-  ME/PISCATAQUIS
 RF0762  USGS QUAD   -  NESOWADNEHUNK LAKE (1988)
 RF0762
 RF0762                         *CURRENT SURVEY CONTROL
 RF0762  ___________________________________________________________________
 RF0762* NAD 83(1996)-  46 05 00.44382(N)    069 01 07.16757(W)     ADJUSTED  
 RF0762* NAVD 88     -       546.4    (meters)    1793.     (feet)  VERTCON   
 RF0762  ___________________________________________________________________
 RF0762  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 RF0762  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 RF0762
 RF0762  HORZ ORDER  -  FIRST
 RF0762
 RF0762.The horizontal coordinates were established by classical geodetic methods
 RF0762.and adjusted by the National Geodetic Survey in March 1998..
 RF0762
 RF0762.The NAVD 88 height was computed by applying the VERTCON shift value to
 RF0762.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RF0762
 RF0762.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0762
 RF0762.The geoid height was determined by GEOID03.
 RF0762
 RF0762;                    North         East     Units Scale Factor Converg.
 RF0762;SPC ME E     -   268,680.194   259,887.545   MT  0.99991977   -0 22 25.0
 RF0762;UTM  19      - 5,103,320.332   498,557.468   MT  0.99960003   -0 00 48.4
 RF0762
 RF0762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0762!SPC ME E     -   0.99991811  x   0.99991977  =   0.99983788
 RF0762!UTM  19      -   0.99991811  x   0.99960003  =   0.99951817
 RF0762
 RF0762|---------------------------------------------------------------------|
 RF0762| PID    Reference Object                     Distance      Geod. Az  |
 RF0762|                                                           dddmmss.s |
 RF0762| DA4777 BURNT LO RM 1                        15.735 METERS 03703     |
 RF0762| RF0725 HORSE MTN                           APPROX.17.1 KM 0655322.6 |
 RF0762| QG1447 KATAINDIN SOUTH PEAK CAIRN          APPROX.21.7 KM 1583354.6 |
 RF0762| DA4778 BURNT LO RM 2                        16.708 METERS 30621     |
 RF0762|---------------------------------------------------------------------|
 RF0762
 RF0762                          SUPERSEDED SURVEY CONTROL
 RF0762
 RF0762  NAD 83(1992)-  46 05 00.44187(N)    069 01 07.16035(W) AD(       ) 1
 RF0762  NAD 83(1986)-  46 05 00.44633(N)    069 01 07.17205(W) AD(       ) 1
 RF0762  NAD 27      -  46 05 00.28600(N)    069 01 09.00000(W) AD(       ) 1
 RF0762  NGVD 29 (07/19/86)  546.6    (m)         1793.     (f) VERT ANG       
 RF0762
 RF0762.Superseded values are not recommended for survey control.
 RF0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0762.See file dsdata.txt to determine how the superseded data were derived.
 RF0762
 RF0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM9855703320(NAD 83)
 RF0762_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RF0762_SETTING: 80 = SET IN A BOULDER
 RF0762_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 RF0762
 RF0762  HISTORY     - Date     Condition        Report By
 RF0762  HISTORY     - 1955     MONUMENTED       CGS
 RF0762
 RF0762                          STATION DESCRIPTION
 RF0762
 RF0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 RF0762'THE STATION IS LOCATED BENEATH THE CENTER OF THE BURNT MOUNTAIN
 RF0762'LOOKOUT TOWER ON THE TOP OF BURNT MOUNTAIN, ABOUT 16 MILES AIRLINE
 RF0762'NORTHEAST OF THE RIPOGENUS DAM AND 27 MILES AIRLINE WEST-NORTHWEST
 RF0762'OF PATTEN.
 RF0762'
 RF0762'TO REACH THE STATION FROM THE NORTH END OF THE RIPOGENUS DAM GO
 RF0762'NORTH AND NORTHEAST 11.8 MILES TO SOURDNAHUNK FIELD AND CAMP GROUND
 RF0762'IN THE BAXTER STATE PARK.  KEEP STRAIGHT AHEAD, NORTH, AND GO 0.2
 RF0762'MILE TO A FORK.  TAKE THE LEFT FORK AND GO NORTH 9.3 MILES TO A
 RF0762'LOGGING CAMP.  KEEP STRAIGHT AHEAD, NORTH, AND GO 0.4 MILE TO A
 RF0762'SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST 0.2 MILE TO A
 RF0762'FORK.  TAKE THE LEFT FORK AND GO NORTHEAST 0.1 MILE TO A POINT
 RF0762'WHERE A TRAIL AND PHONE LINE CROSSES THE ROAD.  PACK NORTHEAST
 RF0762'ON THE TRAIL ABOUT 20 MINUTES TO THE LOOKOUT TOWER AND THE
 RF0762'STATION.
 RF0762'
 RF0762'THE STATION MARK IS A STANDARD DISK STAMPED BURNT 1955 CEMENTED
 RF0762'IN A DRILL HOLE IN THE TOP OF A BOULDER THAT IS FLUSH WITH THE
 RF0762'GROUND.
 RF0762'
 RF0762'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED BURNT NO 1 1955
 RF0762'CEMENTED IN A DRILL HOLE IN THE TOP OF AN 18-INCH SQUARE CONCRETE
 RF0762'POST THAT SERVES AS AN ANCHOR FOR THE NORTHEAST GUY WIRE OF THE
 RF0762'LOOKOUT TOWER.  IT PROJECTS 2 FEET ABOVE THE GROUND AND IS 3 FEET
 RF0762'LOWER THAN THE STATION.
 RF0762'
 RF0762'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED BURNT NO 2 1955
 RF0762'CEMENTED IN A DRILL HOLE IN THE TOP OF AN 18-INCH SQUARE CONCRETE
 RF0762'POST THAT SERVES AS AN ANCHOR FOR THE NORTHWEST GUY WIRE OF THE
 RF0762'LOOKOUT TOWER.  IT PROJECTS 10 INCHES ABOVE THE GROUND AND IS 3
 RF0762'FEET LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2343 ***********************************************************************
 PE2343  DESIGNATION -  BURTONS HILL 1863
 PE2343  PID         -  PE2343
 PE2343  STATE/COUNTY-  ME/KNOX
 PE2343  USGS QUAD   -  THOMASTON (1973)
 PE2343
 PE2343                         *CURRENT SURVEY CONTROL
 PE2343  ___________________________________________________________________
 PE2343* NAD 83(1996)-  44 01 36.69742(N)    069 12 53.38620(W)     ADJUSTED  
 PE2343* NAVD 88     -        37.     (meters)     121.     (feet)  SCALED    
 PE2343  ___________________________________________________________________
 PE2343  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 PE2343  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 PE2343
 PE2343  HORZ ORDER  -  THIRD
 PE2343
 PE2343.The horizontal coordinates were established by classical geodetic methods
 PE2343.and adjusted by the National Geodetic Survey in March 1998..
 PE2343
 PE2343.The orthometric height was scaled from a topographic map.
 PE2343
 PE2343.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2343
 PE2343.The geoid height was determined by GEOID03.
 PE2343
 PE2343;                    North         East     Units Scale Factor Converg.
 PE2343;SPC ME E     -    40,265.289   242,697.797   MT  0.99994037   -0 29 48.5
 PE2343;SPC ME W     -   133,038.304   976,306.367   MT  1.00003825   +0 39 41.6
 PE2343;UTM  19      - 4,874,878.604   482,784.007   MT  0.99960365   -0 08 57.5
 PE2343
 PE2343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2343!SPC ME E     -   0.99999819  x   0.99994037  =   0.99993856
 PE2343!SPC ME W     -   0.99999819  x   1.00003825  =   1.00003644
 PE2343!UTM  19      -   0.99999819  x   0.99960365  =   0.99960184
 PE2343
 PE2343:                Primary Azimuth Mark                     Grid Az
 PE2343:SPC ME E     -  THOMASTON SPIRE E PART OF TOWN           032 33 57.4
 PE2343:SPC ME W     -  THOMASTON SPIRE E PART OF TOWN           031 24 27.3
 PE2343:UTM  19      -  THOMASTON SPIRE E PART OF TOWN           032 13 06.4
 PE2343
 PE2343|---------------------------------------------------------------------|
 PE2343| PID    Reference Object                     Distance      Geod. Az  |
 PE2343|                                                           dddmmss.s |
 PE2343| PE2363 THOMASTON SPIRE E PART OF TOWN      APPROX. 7.0 KM 0320408.9 |
 PE2343| PE2346 FORT ST GEORGE 1863                 APPROX. 0.6 KM 1122748.8 |
 PE2343|---------------------------------------------------------------------|
 PE2343
 PE2343                          SUPERSEDED SURVEY CONTROL
 PE2343
 PE2343  NAD 83(1992)-  44 01 36.70226(N)    069 12 53.36732(W) AD(       ) 3
 PE2343  NAD 83(1986)-  44 01 36.70647(N)    069 12 53.37402(W) AD(       ) 3
 PE2343  NAD 27      -  44 01 36.42000(N)    069 12 55.20000(W) AD(       ) 3
 PE2343
 PE2343.Superseded values are not recommended for survey control.
 PE2343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2343.See file dsdata.txt to determine how the superseded data were derived.
 PE2343
 PE2343_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ8278474879(NAD 83)
 PE2343
 PE2343  HISTORY     - Date     Condition        Report By
 PE2343  HISTORY     - 1863     MONUMENTED       CGS
 PE2343  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2343  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2343
 PE2343                          STATION DESCRIPTION
 PE2343
 PE2343'DESCRIBED BY COAST AND GEODETIC SURVEY 1863 (CF)
 PE2343'STATION IS ON A LEDGE ON THE SUMMIT OF THE HILL OF THAT NAME ON THE
 PE2343'W SIDE OF ST. GEORGE RIVER, AND OPPOSITE FORT SAINT GEORGE, AND
 PE2343'ABOUT 300 METERS FROM THE SHORE.  THE LAND BELONGS TO A.W. BURTON,
 PE2343'WHOSE HOUSE IS 236 METERS TO THE SW.  THE STATION IS ALSO 195
 PE2343'METERS E OF THE MAIN ROAD TO CUSHING, AND IS MARKED WITH A CROSS
 PE2343'CUT IN THE ROCK AND COVERED BY A PILE OF STONES.
 PE2343
 PE2343                          STATION RECOVERY (1934)
 PE2343
 PE2343'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2343'THIS STATION IS LOST.  NO TRACE OF IT COULD BE FOUND AFTER
 PE2343'EXTENSIVE SEARCHING.
 PE2343
 PE2343                          STATION RECOVERY (1943)
 PE2343
 PE2343'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2343'LISTED AS LOST IN 1934.  AN EXTENSIVE SEARCH WAS MADE FOR THIS
 PE2343'STATION ON THE PROMINENT LEDGES IN THIS VICINITY, BUT NO TRACE OF
 PE2343'THE STATION WAS FOUND.  PLANE-TABLE AND AIR COMPILATION METHODS
 PE2343'MIGHT LOCATE THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0352 ***********************************************************************
 OB0352  DESIGNATION -  BURTONS ISLAND RED HOUSE CHIM
 OB0352  PID         -  OB0352
 OB0352  STATE/COUNTY-  ME/KNOX
 OB0352  USGS QUAD   -  FRIENDSHIP (1973)
 OB0352
 OB0352                         *CURRENT SURVEY CONTROL
 OB0352  ___________________________________________________________________
 OB0352* NAD 83(1996)-  43 56 50.35115(N)    069 18 45.76546(W)     ADJUSTED  
 OB0352* NAVD 88     -                                                        
 OB0352  ___________________________________________________________________
 OB0352  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 OB0352  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 OB0352
 OB0352  HORZ ORDER  -  THIRD
 OB0352
 OB0352.The horizontal coordinates were established by classical geodetic methods
 OB0352.and adjusted by the National Geodetic Survey in March 1998..
 OB0352
 OB0352
 OB0352.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0352
 OB0352.The geoid height was determined by GEOID03.
 OB0352
 OB0352;                    North         East     Units Scale Factor Converg.
 OB0352;SPC ME E     -    31,500.921   234,764.206   MT  0.99995233   -0 33 50.5
 OB0352;SPC ME W     -   124,114.696   968,550.789   MT  1.00002444   +0 35 33.6
 OB0352;UTM  19      - 4,866,069.314   474,906.366   MT  0.99960774   -0 13 01.3
 OB0352
 OB0352                          SUPERSEDED SURVEY CONTROL
 OB0352
 OB0352  NAD 83(1992)-  43 56 50.35384(N)    069 18 45.74947(W) AD(       ) 4
 OB0352  NAD 83(1986)-  43 56 50.35845(N)    069 18 45.75601(W) AD(       ) 4
 OB0352  NAD 27      -  43 56 50.06000(N)    069 18 47.52000(W) AD(       ) 3
 OB0352
 OB0352.Superseded values are not recommended for survey control.
 OB0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0352.See file dsdata.txt to determine how the superseded data were derived.
 OB0352
 OB0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ7490666069(NAD 83)
 OB0352
 OB0352  HISTORY     - Date     Condition        Report By
 OB0352  HISTORY     - UNK      MONUMENTED
 OB0352  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0352  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OB0352  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OB0352
 OB0352                          STATION DESCRIPTION
 OB0352
 OB0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0352'THIS STATION IS LOST.
 OB0352
 OB0352                          STATION RECOVERY (1943)
 OB0352
 OB0352'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 OB0352'LISTED AS LOST IN 1934.  A SEARCH WAS MADE AND AN OLD ABANDONED
 OB0352'HOUSE WITH TWO BRICK CHIMNEYS WAS FOUND.  THE HOUSE IS ONE-STORY,
 OB0352'UNPAINTED, AND IN VERY BAD CONDITION.  THE TOP OF THE E CHIMNEY,
 OB0352'WHICH IS THE MORE PROMINENT, WAS PRICKED FOR AIR COMPILATION
 OB0352'AND SHOULD BE VERIFIED BY THAT OFFICE IF CORRECT.
 OB0352'NOTE--VERIFIED.
 OB0352
 OB0352                          STATION RECOVERY (1953)
 OB0352
 OB0352'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (PT)
 OB0352'STATION DESTROYED.  THE CHIMNEY HAS BEEN RAZED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1947 ***********************************************************************
 PE1947  DESIGNATION -  BURY 1944
 PE1947  PID         -  PE1947
 PE1947  STATE/COUNTY-  ME/HANCOCK
 PE1947  USGS QUAD   -  NEWBURY NECK (1981)
 PE1947
 PE1947                         *CURRENT SURVEY CONTROL
 PE1947  ___________________________________________________________________
 PE1947* NAD 83(1996)-  44 22 35.72073(N)    068 28 07.25564(W)     ADJUSTED  
 PE1947* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 PE1947  ___________________________________________________________________
 PE1947  LAPLACE CORR-           6.69  (seconds)                    DEFLEC99
 PE1947  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 PE1947
 PE1947  HORZ ORDER  -  THIRD
 PE1947
 PE1947.The horizontal coordinates were established by classical geodetic methods
 PE1947.and adjusted by the National Geodetic Survey in March 1998..
 PE1947
 PE1947.The orthometric height was scaled from a topographic map.
 PE1947
 PE1947.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1947
 PE1947.The geoid height was determined by GEOID03.
 PE1947
 PE1947;                    North         East     Units Scale Factor Converg.
 PE1947;SPC ME E     -    78,873.961   302,495.696   MT  0.99990008   +0 01 18.9
 PE1947;UTM  19      - 4,913,838.404   542,327.591   MT  0.99962203   +0 22 17.7
 PE1947
 PE1947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1947!SPC ME E     -   1.00000372  x   0.99990008  =   0.99990380
 PE1947!UTM  19      -   1.00000372  x   0.99962203  =   0.99962575
 PE1947
 PE1947:                Primary Azimuth Mark                     Grid Az
 PE1947:SPC ME E     -  CURT 1944                                056 12 50.8
 PE1947:UTM  19      -  CURT 1944                                055 51 52.0
 PE1947
 PE1947|---------------------------------------------------------------------|
 PE1947| PID    Reference Object                     Distance      Geod. Az  |
 PE1947|                                                           dddmmss.s |
 PE1947| PE1937 CURT 1944                           APPROX. 0.6 KM 0561409.7 |
 PE1947|---------------------------------------------------------------------|
 PE1947
 PE1947                          SUPERSEDED SURVEY CONTROL
 PE1947
 PE1947  NAD 83(1992)-  44 22 35.71970(N)    068 28 07.24082(W) AD(       ) 3
 PE1947  NAD 83(1986)-  44 22 35.71958(N)    068 28 07.24438(W) AD(       ) 3
 PE1947  NAD 27      -  44 22 35.44200(N)    068 28 09.15900(W) AD(       ) 3
 PE1947
 PE1947.Superseded values are not recommended for survey control.
 PE1947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1947.See file dsdata.txt to determine how the superseded data were derived.
 PE1947
 PE1947_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK4232813838(NAD 83)
 PE1947
 PE1947  HISTORY     - Date     Condition        Report By
 PE1947  HISTORY     - 1944     MONUMENTED       CGS
 PE1947  HISTORY     - 1956     SEE DESCRIPTION  CGS
 PE1947
 PE1947                          STATION DESCRIPTION
 PE1947
 PE1947'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1947'STATION IS LOCATED IN ABOUT THE CENTER AND HIGHEST PART OF THE
 PE1947'BARE ROCK ABOUT 50 METERS SOUTHWEST OF BURNT POINT ON THE
 PE1947'SOUTHERN TIP OF NEWBURY NECK IN UPPER BLUE HILL BAY, 16 METERS
 PE1947'NORTHEAST OF THE MEAN HIGH WATER LINE.  THE AREA BETWEEN THE
 PE1947'ROCK AND POINT IS BARE EXCEPT AT HIGH TIDE.  MARK IS A STANDARD
 PE1947'DISC STAMPED BURY 1944 SET IN LEDGE ROCK.
 PE1947'
 PE1947'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK 4 FEET.
 PE1947
 PE1947                          STATION RECOVERY (1956)
 PE1947
 PE1947'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 PE1947'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 PE1947'DESCRIPTION IS ADEQUATE AND COMPLETE.  IT IS MARKED BY A TOPOGRAPHIC
 PE1947'DISK, STAMPED BURY 1944.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1638 ***********************************************************************
 OC1638  DESIGNATION -  BUSH
 OC1638  PID         -  OC1638
 OC1638  STATE/COUNTY-  ME/CUMBERLAND
 OC1638  USGS QUAD   -  PORTLAND EAST (1975)
 OC1638
 OC1638                         *CURRENT SURVEY CONTROL
 OC1638  ___________________________________________________________________
 OC1638* NAD 83(1996)-  43 40 44.95218(N)    070 12 17.08918(W)     ADJUSTED  
 OC1638* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 OC1638  ___________________________________________________________________
 OC1638  LAPLACE CORR-           3.68  (seconds)                    DEFLEC99
 OC1638  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 OC1638
 OC1638  HORZ ORDER  -  THIRD
 OC1638
 OC1638.The horizontal coordinates were established by classical geodetic methods
 OC1638.and adjusted by the National Geodetic Survey in March 1998..
 OC1638
 OC1638.The orthometric height was scaled from a topographic map.
 OC1638
 OC1638.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1638
 OC1638.The geoid height was determined by GEOID03.
 OC1638
 OC1638;                    North         East     Units Scale Factor Converg.
 OC1638;SPC ME W     -    93,966.261   896,929.413   MT  0.99996678   -0 01 34.7
 OC1638;UTM  19      - 4,836,943.255   402,891.154   MT  0.99971599   -0 49 55.5
 OC1638
 OC1638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1638!SPC ME W     -   1.00000397  x   0.99996678  =   0.99997075
 OC1638!UTM  19      -   1.00000397  x   0.99971599  =   0.99971996
 OC1638
 OC1638                          SUPERSEDED SURVEY CONTROL
 OC1638
 OC1638  NAD 83(1992)-  43 40 44.95046(N)    070 12 17.08988(W) AD(       ) 3
 OC1638  NAD 83(1986)-  43 40 44.95651(N)    070 12 17.09540(W) AD(       ) 3
 OC1638  NAD 27      -  43 40 44.68100(N)    070 12 18.92400(W) AD(       ) 3
 OC1638
 OC1638.Superseded values are not recommended for survey control.
 OC1638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1638.See file dsdata.txt to determine how the superseded data were derived.
 OC1638
 OC1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0289136943(NAD 83)
 OC1638
 OC1638  HISTORY     - Date     Condition        Report By
 OC1638  HISTORY     - UNK      MONUMENTED
 OC1638  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1638
 OC1638                          STATION DESCRIPTION
 OC1638
 OC1638'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1638'STATION LOST.  NO SIGN OF MARKING FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2012 ***********************************************************************
 PE2012  DESIGNATION -  BUSH 1944
 PE2012  PID         -  PE2012
 PE2012  STATE/COUNTY-  ME/HANCOCK
 PE2012  USGS QUAD   -  ISLE AU HAUT EAST (1983)
 PE2012
 PE2012                         *CURRENT SURVEY CONTROL
 PE2012  ___________________________________________________________________
 PE2012* NAD 83(1996)-  44 07 19.03865(N)    068 31 10.08195(W)     ADJUSTED  
 PE2012* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 PE2012  ___________________________________________________________________
 PE2012  LAPLACE CORR-           4.25  (seconds)                    DEFLEC99
 PE2012  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 PE2012
 PE2012  HORZ ORDER  -  THIRD
 PE2012
 PE2012.The horizontal coordinates were established by classical geodetic methods
 PE2012.and adjusted by the National Geodetic Survey in March 1998..
 PE2012
 PE2012.The orthometric height was scaled from a topographic map.
 PE2012
 PE2012.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2012
 PE2012.The geoid height was determined by GEOID03.
 PE2012
 PE2012;                    North         East     Units Scale Factor Converg.
 PE2012;SPC ME E     -    50,582.314   298,441.967   MT  0.99990003   -0 00 48.8
 PE2012;UTM  19      - 4,885,530.524   538,447.301   MT  0.99961818   +0 20 04.4
 PE2012
 PE2012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2012!SPC ME E     -   1.00000373  x   0.99990003  =   0.99990376
 PE2012!UTM  19      -   1.00000373  x   0.99961818  =   0.99962191
 PE2012
 PE2012:                Primary Azimuth Mark                     Grid Az
 PE2012:SPC ME E     -  EGG ROCK BEACON                          006 49 23.4
 PE2012:UTM  19      -  EGG ROCK BEACON                          006 28 30.2
 PE2012
 PE2012|---------------------------------------------------------------------|
 PE2012| PID    Reference Object                     Distance      Geod. Az  |
 PE2012|                                                           dddmmss.s |
 PE2012| PE1996 EGG ROCK BEACON                     APPROX. 7.1 KM 0064834.6 |
 PE2012| PE2025 COLBY LEDGE BEACON                  APPROX. 5.9 KM 2714645.8 |
 PE2012| PE2006 HALIBUT ROCKS LIGHT                 APPROX. 1.4 KM 3402153.0 |
 PE2012|---------------------------------------------------------------------|
 PE2012
 PE2012                          SUPERSEDED SURVEY CONTROL
 PE2012
 PE2012  NAD 83(1992)-  44 07 19.04924(N)    068 31 10.06531(W) AD(       ) 3
 PE2012  NAD 83(1986)-  44 07 19.04671(N)    068 31 10.07448(W) AD(       ) 3
 PE2012  NAD 27      -  44 07 18.74700(N)    068 31 11.99900(W) AD(       ) 3
 PE2012
 PE2012.Superseded values are not recommended for survey control.
 PE2012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2012.See file dsdata.txt to determine how the superseded data were derived.
 PE2012
 PE2012_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ3844785531(NAD 83)
 PE2012
 PE2012  HISTORY     - Date     Condition        Report By
 PE2012  HISTORY     - 1944     MONUMENTED       CGS
 PE2012  HISTORY     - 1956     SEE DESCRIPTION  CGS
 PE2012
 PE2012                          STATION DESCRIPTION
 PE2012
 PE2012'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE2012'STATION IS LOCATED ON THE NORTHERN SIDE OF THREE BUSH ISLAND,
 PE2012'WHICH IS ABOUT 1/2 MILE NORTHWEST OF MARSHALL ISLAND, IN ABOUT
 PE2012'THE CENTER OF THE NORTHERN SIDE, ABOUT 1 METER SOUTH OF THE GRASS
 PE2012'LINE, AND 62 FT EAST OF A LARGE, CONSPICUOUS WHITE BOULDER.  MARK
 PE2012'IS A STANDARD TOPOGRAPHIC DISC STAMPED BUSH, 1944 SET IN LEDGE
 PE2012'ROCK ABOUT 3 IN ABOVE THE GENERAL GROUND SURFACE.
 PE2012'
 PE2012'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK 6 FEET.
 PE2012
 PE2012                          STATION RECOVERY (1956)
 PE2012
 PE2012'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 PE2012'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 PE2012'DESCRIPTION IS ADEQUATE AND COMPLETE WITH THE FOLLOWING ADDITION--
 PE2012'
 PE2012'IT IS MARKED BY A TOPOGRAPHIC DISK, STAMPED BUSH 1944.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1992 ***********************************************************************
 PE1992  DESIGNATION -  BUSTER
 PE1992  PID         -  PE1992
 PE1992  STATE/COUNTY-  ME/HANCOCK
 PE1992  USGS QUAD   -  STINSON NECK (1983)
 PE1992
 PE1992                         *CURRENT SURVEY CONTROL
 PE1992  ___________________________________________________________________
 PE1992* NAD 83(1996)-  44 07 56.46645(N)    068 34 43.52573(W)     ADJUSTED  
 PE1992* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 PE1992  ___________________________________________________________________
 PE1992  LAPLACE CORR-           3.79  (seconds)                    DEFLEC99
 PE1992  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 PE1992
 PE1992  HORZ ORDER  -  THIRD
 PE1992
 PE1992.The horizontal coordinates were established by classical geodetic methods
 PE1992.and adjusted by the National Geodetic Survey in March 1998..
 PE1992
 PE1992.The orthometric height was scaled from a topographic map.
 PE1992
 PE1992.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1992
 PE1992.The geoid height was determined by GEOID03.
 PE1992
 PE1992;                    North         East     Units Scale Factor Converg.
 PE1992;SPC ME E     -    51,740.247   293,697.878   MT  0.99990049   -0 03 17.4
 PE1992;UTM  19      - 4,886,659.290   533,697.615   MT  0.99961397   +0 17 36.0
 PE1992
 PE1992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1992!SPC ME E     -   1.00000374  x   0.99990049  =   0.99990423
 PE1992!UTM  19      -   1.00000374  x   0.99961397  =   0.99961771
 PE1992
 PE1992|---------------------------------------------------------------------|
 PE1992| PID    Reference Object                     Distance      Geod. Az  |
 PE1992|                                                           dddmmss.s |
 PE1992| CE7831 BUSTER RM 2                           2.704 METERS 01839     |
 PE1992| PE1996 EGG ROCK BEACON                     APPROX. 8.1 KM 0433312.1 |
 PE1992| PE1997 HAT ISLAND                          APPROX. 6.3 KM 0790544.6 |
 PE1992| CE7830 BUSTER RM 1                           9.646 METERS 15440     |
 PE1992|---------------------------------------------------------------------|
 PE1992
 PE1992                          SUPERSEDED SURVEY CONTROL
 PE1992
 PE1992  NAD 83(1992)-  44 07 56.47617(N)    068 34 43.50856(W) AD(       ) 3
 PE1992  NAD 83(1986)-  44 07 56.47721(N)    068 34 43.51919(W) AD(       ) 3
 PE1992  NAD 27      -  44 07 56.18100(N)    068 34 45.43800(W) AD(       ) 3
 PE1992
 PE1992.Superseded values are not recommended for survey control.
 PE1992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1992.See file dsdata.txt to determine how the superseded data were derived.
 PE1992
 PE1992_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ3369886659(NAD 83)
 PE1992_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PE1992_SETTING: 66 = SET IN ROCK OUTCROP
 PE1992_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 PE1992_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE1992_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1992+STABILITY: POSITION/ELEVATION WELL
 PE1992
 PE1992  HISTORY     - Date     Condition        Report By
 PE1992  HISTORY     - 1945     MONUMENTED       CGS
 PE1992  HISTORY     - 1983     GOOD             NOS
 PE1992
 PE1992                          STATION DESCRIPTION
 PE1992
 PE1992'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (FLP)
 PE1992'STATION IS LOCATED ON SOUTHERN MARK ISLAND LEDGE ABOUT 3-1/2 MILES
 PE1992'EAST OF STONINGTON AND ON HIGHEST POINT ON LEDGE.  STATION IS
 PE1992'STANDARD DISK CEMENTED IN DRILL HOLE IN FLAT LEDGE.  TWO STANDARD
 PE1992'DISK REFERENCE MARKS WERE CEMENTED IN DRILL HOLES IN LEDGE AS
 PE1992'FOLLOWS--NO. 1 IS SOUTHEAST OF STATION AND NO. 2 IS NORTHEAST
 PE1992'OF STATION.
 PE1992'
 PE1992'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 PE1992
 PE1992                          STATION RECOVERY (1983)
 PE1992
 PE1992'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1983 (CSM)
 PE1992'THE STATION AND RM 1, RM 2 WERE RECOVERED IN GOOD CONDITION.
 PE1992'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.45 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1474 ***********************************************************************
 OC1474  DESIGNATION -  BUSTINS
 OC1474  PID         -  OC1474
 OC1474  STATE/COUNTY-  ME/CUMBERLAND
 OC1474  USGS QUAD   -  FREEPORT (1970)
 OC1474
 OC1474                         *CURRENT SURVEY CONTROL
 OC1474  ___________________________________________________________________
 OC1474* NAD 83(1996)-  43 48 15.10572(N)    070 04 00.75318(W)     ADJUSTED  
 OC1474* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 OC1474  ___________________________________________________________________
 OC1474  LAPLACE CORR-           3.26  (seconds)                    DEFLEC99
 OC1474  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 OC1474
 OC1474  HORZ ORDER  -  THIRD
 OC1474
 OC1474.The horizontal coordinates were established by classical geodetic methods
 OC1474.and adjusted by the National Geodetic Survey in March 1998..
 OC1474
 OC1474.The orthometric height was scaled from a topographic map.
 OC1474
 OC1474.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1474
 OC1474.The geoid height was determined by GEOID03.
 OC1474
 OC1474;                    North         East     Units Scale Factor Converg.
 OC1474;SPC ME W     -   107,863.073   908,029.846   MT  0.99996746   +0 04 08.7
 OC1474;UTM  19      - 4,850,678.780   414,183.161   MT  0.99969058   -0 44 18.7
 OC1474
 OC1474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1474!SPC ME W     -   1.00000317  x   0.99996746  =   0.99997063
 OC1474!UTM  19      -   1.00000317  x   0.99969058  =   0.99969375
 OC1474
 OC1474:                Primary Azimuth Mark                     Grid Az
 OC1474:SPC ME W     -  HARPSWELL BAPTIST CHURCH SPIRE           133 35 40.9
 OC1474:UTM  19      -  HARPSWELL BAPTIST CHURCH SPIRE           134 24 08.3
 OC1474
 OC1474|---------------------------------------------------------------------|
 OC1474| PID    Reference Object                     Distance      Geod. Az  |
 OC1474|                                                           dddmmss.s |
 OC1474| OC1453 HARPSWELL BAPTIST CHURCH SPIRE      APPROX. 6.1 KM 1333949.6 |
 OC1474| CE7278 BUSTINS RM 1                          4.560 METERS 20742     |
 OC1474| OC1458 STOCKBRIDGE PT N END HSE CHIM       APPROX. 3.3 KM 2751722.6 |
 OC1474| OC1481 S FREEPORT CASCO CASTLE TOWER       APPROX. 4.0 KM 2940219.7 |
 OC1474| OC1478 CAST                                APPROX. 4.0 KM 2940511.3 |
 OC1474| OC1465 WOLF NECK S CUP OF TWO ON BARN      APPROX. 2.7 KM 2990930.6 |
 OC1474| CE7279 BUSTINS RM 2                          7.610 METERS 30027     |
 OC1474|---------------------------------------------------------------------|
 OC1474
 OC1474                          SUPERSEDED SURVEY CONTROL
 OC1474
 OC1474  NAD 83(1992)-  43 48 15.10406(N)    070 04 00.75318(W) AD(       ) 3
 OC1474  NAD 83(1986)-  43 48 15.10987(N)    070 04 00.75840(W) AD(       ) 3
 OC1474  NAD 27      -  43 48 14.81600(N)    070 04 02.58200(W) AD(       ) 3
 OC1474
 OC1474.Superseded values are not recommended for survey control.
 OC1474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1474.See file dsdata.txt to determine how the superseded data were derived.
 OC1474
 OC1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ1418350679(NAD 83)
 OC1474
 OC1474  HISTORY     - Date     Condition        Report By
 OC1474  HISTORY     - 1933     MONUMENTED       CGS
 OC1474  HISTORY     - 1941     SEE DESCRIPTION  CGS
 OC1474
 OC1474                          STATION DESCRIPTION
 OC1474
 OC1474'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1474'THE STATION IS ON THE NE TIP OF BUSTINS ISLAND JUST N OF SMALL
 OC1474'PRACTICE GOLF COURSE, AT THE TOP OF RISE, 25 METERS FROM EDGE OF
 OC1474'BLUFF AT HIGH-WATER LINE ABOUT 7 METERS ABOVE HIGH-WATER LINE,
 OC1474'ON AN OUTCROPPING LEDGE OF ROCK.  THE MARKER IS NOT ON THE HIGHEST
 OC1474'POINT OF THE OUTCROP AND MAY BE SOON COVERED WITH SOIL.
 OC1474'
 OC1474'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN
 OC1474'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 OC1474'
 OC1474'THE REFERENCE MARKS ARE ON THE OUTCROPPING LEDGES JUST BELOW THE
 OC1474'CREST OF THE RIDGE ON ITS W SIDE.
 OC1474'
 OC1474'HEIGHT OF SIGNAL ABOVE STATION MARK - 5.87 METERS.
 OC1474
 OC1474                          STATION RECOVERY (1941)
 OC1474
 OC1474'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FLP)
 OC1474'RECOVERED AS DESCRIBED IN 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2101 ***********************************************************************
 OC2101  DESIGNATION -  BUTLAND 1867
 OC2101  PID         -  OC2101
 OC2101  STATE/COUNTY-  ME/YORK
 OC2101  USGS QUAD   -  WELLS (1979)
 OC2101
 OC2101                         *CURRENT SURVEY CONTROL
 OC2101  ___________________________________________________________________
 OC2101* NAD 83(1996)-  43 17 12.88877(N)    070 34 21.25904(W)     ADJUSTED  
 OC2101* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 OC2101  ___________________________________________________________________
 OC2101  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 OC2101  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 OC2101
 OC2101  HORZ ORDER  -  THIRD
 OC2101
 OC2101.The horizontal coordinates were established by classical geodetic methods
 OC2101.and adjusted by the National Geodetic Survey in March 1998..
 OC2101
 OC2101.The orthometric height was scaled from a topographic map.
 OC2101
 OC2101.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2101
 OC2101.The geoid height was determined by GEOID03.
 OC2101
 OC2101;                    North         East     Units Scale Factor Converg.
 OC2101;SPC ME W     -    50,468.327   867,057.588   MT  0.99998001   -0 16 41.9
 OC2101;SPC NH       -    87,997.160   388,794.691   MT  1.00006362   +0 45 00.8
 OC2101;SPC NH       -   288,704.02  1,275,570.58   sFT  1.00006362   +0 45 00.8
 OC2101;UTM  19      - 4,793,877.473   372,419.276   MT  0.99980023   -1 04 42.2
 OC2101
 OC2101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2101!SPC ME W     -   1.00000292  x   0.99998001  =   0.99998293
 OC2101!SPC NH       -   1.00000292  x   1.00006362  =   1.00006655
 OC2101!UTM  19      -   1.00000292  x   0.99980023  =   0.99980315
 OC2101
 OC2101:                Primary Azimuth Mark                     Grid Az
 OC2101:SPC ME W     -  MAXWELL 1867                             241 11 38.9
 OC2101:SPC NH       -  MAXWELL 1867                             240 09 56.2
 OC2101:UTM  19      -  MAXWELL 1867                             241 59 39.2
 OC2101
 OC2101|---------------------------------------------------------------------|
 OC2101| PID    Reference Object                     Distance      Geod. Az  |
 OC2101|                                                           dddmmss.s |
 OC2101| OC2093 MAXWELL 1867                        APPROX. 3.4 KM 2405457.0 |
 OC2101| OC2083 WELLS FIRST CONG CHURCH SPIRE       APPROX. 2.0 KM 3252447.1 |
 OC2101|---------------------------------------------------------------------|
 OC2101
 OC2101                          SUPERSEDED SURVEY CONTROL
 OC2101
 OC2101  NAD 83(1992)-  43 17 12.88759(N)    070 34 21.26008(W) AD(       ) 3
 OC2101  NAD 83(1986)-  43 17 12.89277(N)    070 34 21.26608(W) AD(       ) 3
 OC2101  NAD 27      -  43 17 12.59500(N)    070 34 23.07100(W) AD(       ) 3
 OC2101
 OC2101.Superseded values are not recommended for survey control.
 OC2101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2101.See file dsdata.txt to determine how the superseded data were derived.
 OC2101
 OC2101_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH7241993877(NAD 83)
 OC2101
 OC2101  HISTORY     - Date     Condition        Report By
 OC2101  HISTORY     - 1867     MONUMENTED       CGS
 OC2101  HISTORY     - 1928     SEE DESCRIPTION  CGS
 OC2101
 OC2101                          STATION DESCRIPTION
 OC2101
 OC2101'DESCRIBED BY COAST AND GEODETIC SURVEY 1867 (HA)
 OC2101'STATION IS ON WELLS NECK, ON THE S SIDE OF THE ROAD BETWEEN
 OC2101'DANIEL BUTLANDS HOUSE AND THE OCEAN, 80 PACES FROM THE HOUSE AND
 OC2101'9 PACES FROM THE ROAD.  THE STATION IS MARKED BY A BOTTLE SUNK
 OC2101'IN THE GROUND ABOUT 2 FEET BELOW THE SURFACE.
 OC2101
 OC2101                          STATION RECOVERY (1928)
 OC2101
 OC2101'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928 (GCM)
 OC2101'NO ACTUAL SEARCH MADE, BUT STATION UNDOUBTEDLY LOST.  LAND NOW
 OC2101'COVERED DENSELY BY MODERN BUILDINGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2090 ***********************************************************************
 OC2090  DESIGNATION -  BUTLAND ISLAND 1867
 OC2090  PID         -  OC2090
 OC2090  STATE/COUNTY-  ME/YORK
 OC2090  USGS QUAD   -  WELLS (1979)
 OC2090
 OC2090                         *CURRENT SURVEY CONTROL
 OC2090  ___________________________________________________________________
 OC2090* NAD 83(1996)-  43 18 07.20402(N)    070 34 05.90704(W)     ADJUSTED  
 OC2090* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 OC2090  ___________________________________________________________________
 OC2090  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 OC2090  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 OC2090
 OC2090  HORZ ORDER  -  THIRD
 OC2090
 OC2090.The horizontal coordinates were established by classical geodetic methods
 OC2090.and adjusted by the National Geodetic Survey in March 1998..
 OC2090
 OC2090.The orthometric height was scaled from a topographic map.
 OC2090
 OC2090.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2090
 OC2090.The geoid height was determined by GEOID03.
 OC2090
 OC2090;                    North         East     Units Scale Factor Converg.
 OC2090;SPC ME W     -    52,142.808   867,411.739   MT  0.99997973   -0 16 31.7
 OC2090;SPC NH       -    89,677.870   389,118.751   MT  1.00006433   +0 45 12.1
 OC2090;SPC NH       -   294,218.15  1,276,633.77   sFT  1.00006433   +0 45 12.1
 OC2090;UTM  19      - 4,795,546.543   372,796.709   MT  0.99979904   -1 04 32.7
 OC2090
 OC2090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2090!SPC ME W     -   1.00000402  x   0.99997973  =   0.99998375
 OC2090!SPC NH       -   1.00000402  x   1.00006433  =   1.00006835
 OC2090!UTM  19      -   1.00000402  x   0.99979904  =   0.99980306
 OC2090
 OC2090:                Primary Azimuth Mark                     Grid Az
 OC2090:SPC ME W     -  WELLS FIRST CONG CHURCH SPIRE            268 16 47.1
 OC2090:SPC NH       -  WELLS FIRST CONG CHURCH SPIRE            267 15 03.3
 OC2090:UTM  19      -  WELLS FIRST CONG CHURCH SPIRE            269 04 48.1
 OC2090
 OC2090|---------------------------------------------------------------------|
 OC2090| PID    Reference Object                     Distance      Geod. Az  |
 OC2090|                                                           dddmmss.s |
 OC2090| OC2083 WELLS FIRST CONG CHURCH SPIRE       APPROX. 1.5 KM 2680015.4 |
 OC2090|---------------------------------------------------------------------|
 OC2090
 OC2090                          SUPERSEDED SURVEY CONTROL
 OC2090
 OC2090  NAD 83(1992)-  43 18 07.20281(N)    070 34 05.90811(W) AD(       ) 3
 OC2090  NAD 83(1986)-  43 18 07.20814(N)    070 34 05.91412(W) AD(       ) 3
 OC2090  NAD 27      -  43 18 06.89900(N)    070 34 07.71800(W) AD(       ) 3
 OC2090
 OC2090.Superseded values are not recommended for survey control.
 OC2090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2090.See file dsdata.txt to determine how the superseded data were derived.
 OC2090
 OC2090_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH7279795547(NAD 83)
 OC2090
 OC2090  HISTORY     - Date     Condition        Report By
 OC2090  HISTORY     - 1867     MONUMENTED       CGS
 OC2090  HISTORY     - 1928     SEE DESCRIPTION  CGS
 OC2090  HISTORY     - 20060326 MARK NOT FOUND   GEOCAC
 OC2090
 OC2090                          STATION DESCRIPTION
 OC2090
 OC2090'DESCRIBED BY COAST AND GEODETIC SURVEY 1867 (HA)
 OC2090'STATION IS ON THE HIGHEST PART OF BUTLAND ISLAND, 59 PACES FROM
 OC2090'A SMALL HOUSE BEARING NW FROM THE STATION AND 80 PACES FROM AN
 OC2090'OLD BUILDING BEARING S.  THE STATION IS MARKED BY A BOTTLE,
 OC2090'BOTTOM UP, SUNK IN THE GROUND 2 FEET BELOW THE SURFACE.  A PILE
 OC2090'OF STONES WAS LEFT ON THE STATION.
 OC2090
 OC2090                          STATION RECOVERY (1928)
 OC2090
 OC2090'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928 (GCM)
 OC2090'NO ACTUAL SEARCH MADE, BUT STATION UNDOUBTEDLY LOST.  LAND NOW
 OC2090'COVERED DENSELY BY MODERN BUILDINGS.
 OC2090
 OC2090                          STATION RECOVERY (2006)
 OC2090
 OC2090'RECOVERY NOTE BY GEOCACHING 2006 (JKS)
 OC2090'MARK NOT FOUND. AGREE WITH EARLIER REPORT THAT A COTTAGE NOW STANDS AT
 OC2090'THE DESCRIBED LOCATION. SUBMITTED BY JOHN K. SNYDER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2098 ***********************************************************************
 OC2098  DESIGNATION -  BUTLANDS HOUSE MIDDLE CHIMNEY
 OC2098  PID         -  OC2098
 OC2098  STATE/COUNTY-  ME/YORK
 OC2098  USGS QUAD   -  WELLS (1979)
 OC2098
 OC2098                         *CURRENT SURVEY CONTROL
 OC2098  ___________________________________________________________________
 OC2098* NAD 83(1996)-  43 17 14.78040(N)    070 34 24.73649(W)     ADJUSTED  
 OC2098* NAVD 88     -                                                        
 OC2098  ___________________________________________________________________
 OC2098  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 OC2098  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 OC2098
 OC2098  HORZ ORDER  -  THIRD
 OC2098
 OC2098.The horizontal coordinates were established by classical geodetic methods
 OC2098.and adjusted by the National Geodetic Survey in March 1998..
 OC2098
 OC2098
 OC2098.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2098
 OC2098.The geoid height was determined by GEOID03.
 OC2098
 OC2098;                    North         East     Units Scale Factor Converg.
 OC2098;SPC ME W     -    50,527.084   866,979.477   MT  0.99998007   -0 16 44.3
 OC2098;SPC NH       -    88,054.510   388,715.531   MT  1.00006345   +0 44 58.4
 OC2098;SPC NH       -   288,892.17  1,275,310.87   sFT  1.00006345   +0 44 58.4
 OC2098;UTM  19      - 4,793,937.303   372,342.007   MT  0.99980047   -1 04 44.6
 OC2098
 OC2098                          SUPERSEDED SURVEY CONTROL
 OC2098
 OC2098  NAD 83(1992)-  43 17 14.77920(N)    070 34 24.73756(W) AD(       ) 4
 OC2098  NAD 83(1986)-  43 17 14.78380(N)    070 34 24.74397(W) AD(       ) 4
 OC2098  NAD 27      -  43 17 14.48200(N)    070 34 26.56600(W) AD(       ) 3
 OC2098
 OC2098.Superseded values are not recommended for survey control.
 OC2098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2098.See file dsdata.txt to determine how the superseded data were derived.
 OC2098
 OC2098_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH7234293937(NAD 83)
 OC2098
 OC2098  HISTORY     - Date     Condition        Report By
 OC2098  HISTORY     - UNK      MONUMENTED
 OC2098  HISTORY     - 1928     SEE DESCRIPTION  CGS
 OC2098  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OC2098
 OC2098                          STATION DESCRIPTION
 OC2098
 OC2098'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (GCM)
 OC2098'STATION RECOVERED UNCHANGED.
 OC2098
 OC2098                          STATION RECOVERY (1953)
 OC2098
 OC2098'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EHK)
 OC2098'ACCORDING TO LOCAL INFORMATION, THE CHIMNEY HAS NOT BEEN MOVED
 OC2098'SINCE ITS LOCATION IN 1868.  THE ARE ONLY TWO CHIMNEYS ON THE
 OC2098'HOUSE.  THE STATION IS PROBABLY THE MOST E AND HIGHEST OF THE TWO.
 OC2098'
 OC2098'THE STATION IS LOCATED ON MOODY POINT, ON THE S SIDE OF AN
 OC2098'ASPHALT ROAD, AND DIRECTLY OPPOSITE WELLS BY THE SEA (A CHILDRENS
 OC2098'CAMP).  THE BUTLAND HOUSE IF WHITE CLAPBOARD WITH GREEN TRIM
 OC2098'AND IS NOW OWNED BY RAYMOND LA BREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0550 ***********************************************************************
 OB0550  DESIGNATION -  BUTLER
 OB0550  PID         -  OB0550
 OB0550  STATE/COUNTY-  ME/SAGADAHOC
 OB0550  USGS QUAD   -  PHIPPSBURG (1957)
 OB0550
 OB0550                         *CURRENT SURVEY CONTROL
 OB0550  ___________________________________________________________________
 OB0550* NAD 83(1996)-  43 47 46.75398(N)    069 52 16.68914(W)     ADJUSTED  
 OB0550* NAVD 88     -                                                        
 OB0550  ___________________________________________________________________
 OB0550  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 OB0550  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 OB0550
 OB0550  HORZ ORDER  -  THIRD
 OB0550
 OB0550.The horizontal coordinates were established by classical geodetic methods
 OB0550.and adjusted by the National Geodetic Survey in March 1998..
 OB0550
 OB0550
 OB0550.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0550
 OB0550.The geoid height was determined by GEOID03.
 OB0550
 OB0550;                    North         East     Units Scale Factor Converg.
 OB0550;SPC ME W     -   107,025.633   923,770.137   MT  0.99997361   +0 12 15.9
 OB0550;UTM  19      - 4,849,619.897   429,905.445   MT  0.99966043   -0 36 11.0
 OB0550
 OB0550                          SUPERSEDED SURVEY CONTROL
 OB0550
 OB0550  NAD 83(1992)-  43 47 46.75199(N)    069 52 16.68812(W) AD(       ) 4
 OB0550  NAD 83(1986)-  43 47 46.75769(N)    069 52 16.69354(W) AD(       ) 4
 OB0550  NAD 27      -  43 47 46.45900(N)    069 52 18.51900(W) AD(       ) 3
 OB0550
 OB0550.Superseded values are not recommended for survey control.
 OB0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0550.See file dsdata.txt to determine how the superseded data were derived.
 OB0550
 OB0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ2990549620(NAD 83)
 OB0550
 OB0550  HISTORY     - Date     Condition        Report By
 OB0550  HISTORY     - UNK      MONUMENTED
 OB0550  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0550
 OB0550                          STATION DESCRIPTION
 OB0550
 OB0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OB0550'SEARCHED FOR WITHOUT A DESCRIPTION BUT COULD FIND NO TRACE OF
 OB0550'ANYTHING WHICH MIGHT BE A STATION MARK.  THERE IS A POSSIBILITY
 OB0550'IT MIGHT BE RECOVERED BY TOPOGRAPHIC PLANE TABLE METHODS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2539 ***********************************************************************
 OC2539  DESIGNATION -  BUTLER
 OC2539  PID         -  OC2539
 OC2539  STATE/COUNTY-  ME/YORK
 OC2539  USGS QUAD   -  SANFORD (1983)
 OC2539
 OC2539                         *CURRENT SURVEY CONTROL
 OC2539  ___________________________________________________________________
 OC2539* NAD 83(1996)-  43 29 37.84709(N)    070 48 33.74249(W)     ADJUSTED  
 OC2539* NAVD 88     -       167.4    (meters)     549.     (feet)  VERTCON   
 OC2539  ___________________________________________________________________
 OC2539  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 OC2539  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 OC2539
 OC2539  HORZ ORDER  -  SECOND
 OC2539
 OC2539.The horizontal coordinates were established by classical geodetic methods
 OC2539.and adjusted by the National Geodetic Survey in March 1998..
 OC2539
 OC2539.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2539
 OC2539.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2539
 OC2539.The geoid height was determined by GEOID03.
 OC2539
 OC2539;                    North         East     Units Scale Factor Converg.
 OC2539;SPC ME W     -    73,578.543   848,016.448   MT  0.99999989   -0 26 32.5
 OC2539;UTM  19      - 4,817,248.128   353,706.289   MT  0.99986326   -1 14 44.0
 OC2539
 OC2539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2539!SPC ME W     -   0.99997794  x   0.99999989  =   0.99997783
 OC2539!UTM  19      -   0.99997794  x   0.99986326  =   0.99984120
 OC2539
 OC2539|---------------------------------------------------------------------|
 OC2539| PID    Reference Object                     Distance      Geod. Az  |
 OC2539|                                                           dddmmss.s |
 OC2539| CE7280 BUTLER RM 1                          18.141 METERS 15509     |
 OC2539| OC2543 BUTLER AZ MK                        423.041 METERS 3252307.8 |
 OC2539| CE7281 BUTLER RM 2                          18.918 METERS 32741     |
 OC2539|---------------------------------------------------------------------|
 OC2539
 OC2539                          SUPERSEDED SURVEY CONTROL
 OC2539
 OC2539  NAD 83(1992)-  43 29 37.84525(N)    070 48 33.74434(W) AD(       ) 2
 OC2539  NAD 83(1986)-  43 29 37.85222(N)    070 48 33.75104(W) AD(       ) 2
 OC2539  NAD 27      -  43 29 37.55970(N)    070 48 35.53756(W) AD(       ) 2
 OC2539  NGVD 29 (07/19/86)  167.6    (m)          550.     (f) VERT ANG       
 OC2539
 OC2539.Superseded values are not recommended for survey control.
 OC2539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2539.See file dsdata.txt to determine how the superseded data were derived.
 OC2539
 OC2539_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ5370617248(NAD 83)
 OC2539_MARKER: DS = TRIANGULATION STATION DISK
 OC2539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC2539_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC2539
 OC2539  HISTORY     - Date     Condition        Report By
 OC2539  HISTORY     - 1976     MONUMENTED       NGS
 OC2539
 OC2539                          STATION DESCRIPTION
 OC2539
 OC2539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2539'THE STATION IS LOCATED IN THE TOWN OF SHAPLEIGH, 2.5
 OC2539'MILES EAST OF THE SOUTH END OF MOUSAM LAKE, 2.25 MILES
 OC2539'NORTH-NORTHWEST OF SPRINGVALE, 3.0 MILES SOUTHWEST
 OC2539'OF NORTH ALFRED.
 OC2539'
 OC2539'TO REACH THE STATION FROM THE JUNCTION OF STATE
 OC2539'ROUTES 11, 11A 109 AND 224 IN THE TOWN OF SPRINGVALE,
 OC2539'PROCEED NORTHWEST ON STATE ROUTES 11 AND 109 FOR 1.5
 OC2539'MILES TO THE JUNCTION OF THE BUTLER CORNER ROAD ON THE
 OC2539'RIGHT. TURN RIGHT ONTO THE BUTLER CORNER ROAD AND PROCEED
 OC2539'NORTH FOR 0.95 MILE TO, SHAPLEIGH--SANFORD TOWNLINE.  CONTINUE
 OC2539'ON THE BUTLER CORNER ROAD NORTHERLY FOR 0.35 MILE TO THE
 OC2539'STATION ON THE RIGHT AS DESCRIBED.
 OC2539'
 OC2539'THE STATION IS A STANDARD DISK STAMPED--BUTLER 1976--SET
 OC2539'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST WHICH IS
 OC2539'FLUSH WITH THE SURFACE OF THE GROUND.   THE UNDERGROUND STATION
 OC2539'MARK IS A STANDARD DISK STAMPED--BUTLER 1976--SET IN AN
 OC2539'IRREGULAR MASS OF CONCRETE WHICH IS ABOUT 48 INCHES BELOW
 OC2539'THE GROUND.  IT IS 4.8 FEET WEST OF A METAL WITNESS POST.
 OC2539'24 FEET EAST OF THE CENTERLINE OF BUTLER CORNER ROAD, 94 FEET
 OC2539'NORTH OF POWER POLE J 48 AND 115 FEET SOUTH OF POWER POLE J 49.
 OC2539'
 OC2539'REFERENCE MARK 2 IS A STANDARD DISK STAMPED--BUTLER NO 2 1976--,
 OC2539'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST WHICH IS
 OC2539'FLUSH WITH THE SURFACE OF THE GROUND. IT IS 5.7 FEET WEST OF A
 OC2539'METAL WITNESS POST, 21 FEET EAST OF THE CENTERLINE OF BUTLER
 OC2539'CORNER ROAD AND 53 FEET SOUTH OF POWER POLE J 49.
 OC2539'
 OC2539'REFERENCE MARK 1 IS A STANDARD DISK STAMPED--BUTLER NO 1 1976--,
 OC2539'SET IN THE TOP OF A 12-INCH CYCLINDICAL CONCRETE POST WHICH IS
 OC2539'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 4.5 FEET WEST OF
 OC2539'A METAL WITNESS POST, 20 FEET EAST OF THE CENTERLINE OF BUTLER
 OC2539'CORNER ROAD, AND 34.3 FEET NORTH OF POWER POLE J 48.
 OC2539'
 OC2539'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED--BUTLER
 OC2539'AZ 1976--SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST
 OC2539'THAT IS FLUSH WITH THE TOP OF THE GROUND.  IT IS 4-FEET SOUTH
 OC2539'SOUTHWEST OF A METAL WITNESS POST, 25 FEET EAST-NORTHEAST OF
 OC2539'THE CENTERLINE OF BUTLER CORNER ROAD, 82 FEET, SOUTH SOUTHEAST
 OC2539'OF POWER POLE J 60-5-7-60, AND 90 FEET NORTH-NORTHEAST
 OC2539'OF POLE 159.
 OC2539'
 OC2539'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE ALONG
 OC2539'THE BUTLER CORNER ROAD IN A NORTHERLY DIRECTION FOR 0.25
 OC2539'MILE TO THE AZIMUTH ON THE RIGHT.  THE MARK IS 25 FEET
 OC2539'EAST OF THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0549 ***********************************************************************
 OB0549  DESIGNATION -  BUTLER 2
 OB0549  PID         -  OB0549
 OB0549  STATE/COUNTY-  ME/SAGADAHOC
 OB0549  USGS QUAD   -  PHIPPSBURG (1957)
 OB0549
 OB0549                         *CURRENT SURVEY CONTROL
 OB0549  ___________________________________________________________________
 OB0549* NAD 83(1996)-  43 47 46.78404(N)    069 52 19.99994(W)     ADJUSTED  
 OB0549* NAVD 88     -        52.     (meters)     171.     (feet)  SCALED    
 OB0549  ___________________________________________________________________
 OB0549  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 OB0549  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 OB0549
 OB0549  HORZ ORDER  -  THIRD
 OB0549
 OB0549.The horizontal coordinates were established by classical geodetic methods
 OB0549.and adjusted by the National Geodetic Survey in March 1998..
 OB0549
 OB0549.The orthometric height was scaled from a topographic map.
 OB0549
 OB0549.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0549
 OB0549.The geoid height was determined by GEOID03.
 OB0549
 OB0549;                    North         East     Units Scale Factor Converg.
 OB0549;SPC ME W     -   107,026.297   923,696.121   MT  0.99997357   +0 12 13.6
 OB0549;UTM  19      - 4,849,621.604   429,831.469   MT  0.99966056   -0 36 13.3
 OB0549
 OB0549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0549!SPC ME W     -   0.99999592  x   0.99997357  =   0.99996949
 OB0549!UTM  19      -   0.99999592  x   0.99966056  =   0.99965648
 OB0549
 OB0549|---------------------------------------------------------------------|
 OB0549| PID    Reference Object                     Distance      Geod. Az  |
 OB0549|                                                           dddmmss.s |
 OB0549| CE7283 BUTLER 2 RM 2                         4.740 METERS 07854     |
 OB0549| OC1453 HARPSWELL BAPTIST CHURCH SPIRE      APPROX.11.7 KM 2532427.2 |
 OB0549| OB0588 SEBASCODEGAN IS C HARBOR HOTEL      APPROX. 1.8 KM 2545530.6 |
 OB0549| OB0575 HARPSWELL MERRUCOONEGAN CUPOLA      APPROX. 8.9 KM 3162247.7 |
 OB0549| CE7282 BUTLER 2 RM 1                         7.045 METERS 34152     |
 OB0549|---------------------------------------------------------------------|
 OB0549
 OB0549                          SUPERSEDED SURVEY CONTROL
 OB0549
 OB0549  NAD 83(1992)-  43 47 46.78205(N)    069 52 19.99900(W) AD(       ) 3
 OB0549  NAD 83(1986)-  43 47 46.78774(N)    069 52 20.00441(W) AD(       ) 3
 OB0549  NAD 27      -  43 47 46.48800(N)    069 52 21.83600(W) AD(       ) 3
 OB0549
 OB0549.Superseded values are not recommended for survey control.
 OB0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0549.See file dsdata.txt to determine how the superseded data were derived.
 OB0549
 OB0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ2983149622(NAD 83)
 OB0549_MARKER: DS = TRIANGULATION STATION DISK
 OB0549_SETTING: 66 = SET IN ROCK OUTCROP
 OB0549
 OB0549  HISTORY     - Date     Condition        Report By
 OB0549  HISTORY     - 1933     MONUMENTED       CGS
 OB0549  HISTORY     - 1942     GOOD             CGS
 OB0549  HISTORY     - 1979     GOOD             LOCENG
 OB0549
 OB0549                          STATION DESCRIPTION
 OB0549
 OB0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OB0549'THIS STATION IS ON THE E BANK OF THE NEW MEADOWS RIVER, JUST N OF
 OB0549'A POINT OPPOSITE CUNDY HARBOR, AND S OF THE BASIN, AND IS ABOUT
 OB0549'200 METERS W OF THIS HOUSE ON THE SECOND ROCK RIDGE, IN A
 OB0549'CLEARING.  IT IS NOT ON THE HIGHEST PART OF THE LEDGE BUT IS AT A
 OB0549'POINT WHERE THE LEDGE WIDENS OUT.
 OB0549'
 OB0549'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 OB0549'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 OB0549'
 OB0549'REFERENCE MARK NO. 1 IS ON THE NARROW PART OF THE LEDGE TO THE N.
 OB0549'
 OB0549'REFERENCE MARK NO. 2 IS E OF THE STATION NEAR THE EDGE OF THE
 OB0549'LEDGE.
 OB0549'
 OB0549'TO REACH FROM LAND FOLLOW HIGHWAY 217 FOR 3/4 MILE S OF
 OB0549'PHIPPSBURG.  TAKE ROAD TO RIGHT AND CONTINUE FOR 2-1/2 MILES TO
 OB0549'SIDE ROAD ON THE RIGHT AT THE TOP OF A STEEP HILL.  FOLLOW THIS
 OB0549'ROAD THROUGH THE WOODS ABOUT 0.6 MILE TO A FARMHOUSE.
 OB0549'
 OB0549'HEIGHT OF SIGNAL ABOVE STATION MARK - 4.83 METERS.
 OB0549
 OB0549                          STATION RECOVERY (1942)
 OB0549
 OB0549'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OB0549'RECOVERED AS DESCRIBED.  DESCRIPTION IS COMPLETE AND SUFFICIENT.
 OB0549
 OB0549                          STATION RECOVERY (1979)
 OB0549
 OB0549'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979 (DAM)
 OB0549'STATION RECOVERED BY WHITMAN AND HOWARD, INC.
 OB0549'
 OB0549'BUTLER 2 GOOD
 OB0549'
 OB0549'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1725 ***********************************************************************
 PE1725  DESIGNATION -  BUTLERS POINT BARN SW GABLE
 PE1725  PID         -  PE1725
 PE1725  STATE/COUNTY-  ME/HANCOCK
 PE1725  USGS QUAD   -  HANCOCK (1981)
 PE1725
 PE1725                         *CURRENT SURVEY CONTROL
 PE1725  ___________________________________________________________________
 PE1725* NAD 83(1996)-  44 33 45.78829(N)    068 16 14.19971(W)     ADJUSTED  
 PE1725* NAVD 88     -                                                        
 PE1725  ___________________________________________________________________
 PE1725  LAPLACE CORR-           3.65  (seconds)                    DEFLEC99
 PE1725  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 PE1725
 PE1725  HORZ ORDER  -  THIRD
 PE1725
 PE1725.The horizontal coordinates were established by classical geodetic methods
 PE1725.and adjusted by the National Geodetic Survey in March 1998..
 PE1725
 PE1725
 PE1725.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1725
 PE1725.The geoid height was determined by GEOID03.
 PE1725
 PE1725;                    North         East     Units Scale Factor Converg.
 PE1725;SPC ME E     -    99,580.027   318,221.814   MT  0.99990408   +0 09 39.5
 PE1725;UTM  19      - 4,934,634.597   557,922.612   MT  0.99964126   +0 30 42.5
 PE1725
 PE1725                          SUPERSEDED SURVEY CONTROL
 PE1725
 PE1725  NAD 83(1992)-  44 33 45.78136(N)    068 16 14.20233(W) AD(       ) 4
 PE1725  NAD 83(1986)-  44 33 45.77973(N)    068 16 14.20554(W) AD(       ) 4
 PE1725  NAD 27      -  44 33 45.49000(N)    068 16 16.15000(W) AD(       ) 3
 PE1725
 PE1725.Superseded values are not recommended for survey control.
 PE1725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1725.See file dsdata.txt to determine how the superseded data were derived.
 PE1725
 PE1725_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK5792334635(NAD 83)
 PE1725
 PE1725  HISTORY     - Date     Condition        Report By
 PE1725  HISTORY     - 1879     MONUMENTED       CGS
 PE1725  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE1725
 PE1725                          STATION DESCRIPTION
 PE1725
 PE1725'DESCRIBED BY COAST AND GEODETIC SURVEY 1879 (HGO)
 PE1725'THE SW END OF OLD BARN BELONGING TO A. BUTLER, NEAR THE EXTREMITY
 PE1725'OF BUTLERS POINT, WHICH IS MADE BY THE JUNCTION OF FRANKLIN
 PE1725'AND EGYPT BAYS.
 PE1725
 PE1725                          STATION RECOVERY (1944)
 PE1725
 PE1725'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1725'THE STATION IS LOST.  THE BARN HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1691 ***********************************************************************
 QF1691  DESIGNATION -  BUTTER IBC
 QF1691  PID         -  QF1691
 QF1691  STATE/COUNTY-  ME/WASHINGTON
 QF1691  USGS QUAD   -  FOREST CITY (1988)
 QF1691
 QF1691                         *CURRENT SURVEY CONTROL
 QF1691  ___________________________________________________________________
 QF1691* NAD 83(1996)-  45 40 43.21911(N)    067 43 47.49499(W)     ADJUSTED  
 QF1691* NAVD 88     -       131.     (meters)     430.     (feet)  SCALED    
 QF1691  ___________________________________________________________________
 QF1691  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 QF1691  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 QF1691
 QF1691  HORZ ORDER  -  THIRD
 QF1691
 QF1691.The horizontal coordinates were established by classical geodetic methods
 QF1691.and adjusted by the National Geodetic Survey in March 1998..
 QF1691
 QF1691.The orthometric height was scaled from a topographic map.
 QF1691
 QF1691.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1691
 QF1691.The geoid height was determined by GEOID03.
 QF1691
 QF1691;                    North         East     Units Scale Factor Converg.
 QF1691;SPC ME E     -   223,850.986   359,995.958   MT  0.99994424   +0 33 03.6
 QF1691;UTM  19      - 5,059,131.223   598,917.476   MT  0.99972029   +0 54 31.6
 QF1691
 QF1691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1691!SPC ME E     -   0.99998322  x   0.99994424  =   0.99992746
 QF1691!UTM  19      -   0.99998322  x   0.99972029  =   0.99970352
 QF1691
 QF1691|---------------------------------------------------------------------|
 QF1691| PID    Reference Object                     Distance      Geod. Az  |
 QF1691|                                                           dddmmss.s |
 QF1691| QF1705 REFERENCE MON 67=CAN                360.486 METERS 31712     |
 QF1691| QF1698 GIB IBC                             381.818 METERS 34133     |
 QF1691|---------------------------------------------------------------------|
 QF1691
 QF1691                          SUPERSEDED SURVEY CONTROL
 QF1691
 QF1691  NAD 83(1992)-  45 40 43.21589(N)    067 43 47.49320(W) AD(       ) 3
 QF1691  NAD 83(1986)-  45 40 43.22024(N)    067 43 47.50940(W) AD(       ) 3
 QF1691  NAD 27      -  45 40 43.00100(N)    067 43 49.47700(W) AD(       ) 3
 QF1691
 QF1691.Superseded values are not recommended for survey control.
 QF1691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1691.See file dsdata.txt to determine how the superseded data were derived.
 QF1691
 QF1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9891759131(NAD 83)
 QF1691_MARKER: DD = SURVEY DISK
 QF1691_SETTING: 66 = SET IN ROCK OUTCROP
 QF1691_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 QF1691_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF1691+STABILITY: POSITION/ELEVATION WELL
 QF1691
 QF1691  HISTORY     - Date     Condition        Report By
 QF1691  HISTORY     - 1912     MONUMENTED       IBC
 QF1691  HISTORY     - 1955     GOOD             IBC
 QF1691  HISTORY     - 1972     GOOD             IBC
 QF1691
 QF1691                          STATION DESCRIPTION
 QF1691
 QF1691'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (AJB)
 QF1691'ON THE E SHORE OF MUD LAKE, ABOUT 1 MILE N OF FOREST CITY.  IT IS ON
 QF1691'THE FIRST RISE OF A LEDGE OF ROCK ABOUT 7.6 METERS HIGH THAT IS QUITE
 QF1691'NOTICEABLE FROM THE S AND IS OPPOSITE A LARGE RED BARN ON THE
 QF1691'OPPOSITE SIDE OF THE LAKE.
 QF1691'
 QF1691'STATION MARK IS A COPPER DISK SET IN A DRILL HOLE IN THE ROCK LEDGE.
 QF1691'A CROSS WITHIN A TRIANGLE IS CUT IN THE ROCK 8.69 METERS INLAND FROM
 QF1691'THE STATION.  A CROSS WITHIN A TRIANGLE IS CUT IN THE ROCK 3.29
 QF1691'METERS DIRECTLY LAKEWARD FROM THE STATION.  THE STATION IS 0.77
 QF1691'METER N OF THE LINE JOINING THESE TWO CROSSES.  A CROSS WITHIN A
 QF1691'TRIANGLE IS CUT IN THE ROCK 6.95 METERS INLAND AND S OF THE STATION.
 QF1691
 QF1691                          STATION RECOVERY (1955)
 QF1691
 QF1691'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1691'STATION RECOVERED IN GOOD CONDITION.
 QF1691
 QF1691                          STATION RECOVERY (1972)
 QF1691
 QF1691'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1691'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0590 ***********************************************************************
 OB0590  DESIGNATION -  BUTTERMILK POINT CHURCH SPIRE
 OB0590  PID         -  OB0590
 OB0590  STATE/COUNTY-  ME/CUMBERLAND
 OB0590  USGS QUAD   -  BRUNSWICK (1980)
 OB0590
 OB0590                         *CURRENT SURVEY CONTROL
 OB0590  ___________________________________________________________________
 OB0590* NAD 83(1996)-  43 53 04.83402(N)    069 54 57.56332(W)     ADJUSTED  
 OB0590* NAVD 88     -                                                        
 OB0590  ___________________________________________________________________
 OB0590  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 OB0590  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 OB0590
 OB0590  HORZ ORDER  -  THIRD
 OB0590
 OB0590.The horizontal coordinates were established by classical geodetic methods
 OB0590.and adjusted by the National Geodetic Survey in March 1998..
 OB0590
 OB0590
 OB0590.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0590
 OB0590.The geoid height was determined by GEOID03.
 OB0590
 OB0590;                    North         East     Units Scale Factor Converg.
 OB0590;SPC ME W     -   116,830.560   920,144.071   MT  0.99997166   +0 10 25.6
 OB0590;UTM  19      - 4,859,471.944   426,419.106   MT  0.99966659   -0 38 06.0
 OB0590
 OB0590                          SUPERSEDED SURVEY CONTROL
 OB0590
 OB0590  NAD 83(1992)-  43 53 04.83248(N)    069 54 57.56253(W) AD(       ) 4
 OB0590  NAD 83(1986)-  43 53 04.83809(N)    069 54 57.56776(W) AD(       ) 4
 OB0590  NAD 27      -  43 53 04.54300(N)    069 54 59.39400(W) AD(       ) 3
 OB0590
 OB0590.Superseded values are not recommended for survey control.
 OB0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0590.See file dsdata.txt to determine how the superseded data were derived.
 OB0590
 OB0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ2641959472(NAD 83)
 OB0590
 OB0590  HISTORY     - Date     Condition        Report By
 OB0590  HISTORY     - 1933     MONUMENTED       CGS
 OB0590  HISTORY     - 1957     SEE DESCRIPTION  USN
 OB0590  HISTORY     - 20050228 MARK NOT FOUND   USPSQD
 OB0590
 OB0590                          STATION DESCRIPTION
 OB0590
 OB0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OB0590'THIS CHURCH SPIRE IS NOT ON BUTTERMILK POINT BUT LIES JUST W OF
 OB0590'THE N END OF BUTTERMILK COVE IN CASCO BAY.  THE SPIRE IS A TALL
 OB0590'WHITE ONE AND CAN BE SEEN FROM QUITE A DISTANCE.  THE STATION IS
 OB0590'THE HIGHEST POINT OF THE SPIRE.
 OB0590
 OB0590                          STATION RECOVERY (1957)
 OB0590
 OB0590'RECOVERY NOTE BY US NAVY 1957
 OB0590'RECOVERED AS DESCRIBED IN 1933.  SUGGEST FOLLOWING ADDITION TO THE
 OB0590'DESCRIPTION--
 OB0590'
 OB0590'CHURCH IS AN OLD, WOODEN, WELL PRESERVED BUILDING WITH SIGN ON
 OB0590'FRONT--FIRST PARISH CHURCH, BUILT IN 1800, ADDITIONS IN
 OB0590'1848.  BUILDING AND GROUNDS WILL PROBABLY BE ANNEXED TO E BOUNDARY
 OB0590'OF NAS BRUNSWICK IN NEAR FUTURE.  THIS CHURCH IS ALSO KNOWN
 OB0590'LOCALLY AS NEW MEADOWS CHURCH.
 OB0590
 OB0590                          STATION RECOVERY (2005)
 OB0590
 OB0590'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMW)
 OB0590'THE LOCATION ON COOMBS RD. IS 0.4 MILE FROM THE NORTHERN JUNCTION WITH
 OB0590'RT. 24. THE PROPERTY IS NOT PART OF THE NAS. THE CHURCH NO LONGER HAS
 OB0590'A SPIRE, AND IS NOW THE CHURCH OF JESUS CHRIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0199 ***********************************************************************
 RF0199  DESIGNATION -  BX 102
 RF0199  PID         -  RF0199
 RF0199  STATE/COUNTY-  ME/PISCATAQUIS
 RF0199  USGS QUAD   -  MOOSELEUK LAKE (1985)
 RF0199
 RF0199                         *CURRENT SURVEY CONTROL
 RF0199  ___________________________________________________________________
 RF0199* NAD 83(1986)-  46 32 41.     (N)    068 54 54.     (W)     SCALED    
 RF0199* NAVD 88     -       312.129  (meters)    1024.04   (feet)  ADJUSTED  
 RF0199  ___________________________________________________________________
 RF0199  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 RF0199  DYNAMIC HT  -         312.148 (meters)    1024.11  (feet)  COMP
 RF0199  MODELED GRAV-     980,664.4   (mgal)                       NAVD 88
 RF0199
 RF0199  VERT ORDER  -  SECOND    CLASS 0
 RF0199
 RF0199.The horizontal coordinates were scaled from a topographic map and have
 RF0199.an estimated accuracy of +/- 6 seconds.
 RF0199
 RF0199.The orthometric height was determined by differential leveling
 RF0199.and adjusted by the National Geodetic Survey in June 1991..
 RF0199
 RF0199.The geoid height was determined by GEOID03.
 RF0199
 RF0199.The dynamic height is computed by dividing the NAVD 88
 RF0199.geopotential number by the normal gravity value computed on the
 RF0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0199.degrees latitude (g = 980.6199 gals.).
 RF0199
 RF0199.The modeled gravity was interpolated from observed gravity values.
 RF0199
 RF0199;                    North         East    Units  Estimated Accuracy
 RF0199;SPC ME E     -   319,900.      268,170.      MT  (+/- 180 meters Scaled)
 RF0199
 RF0199                          SUPERSEDED SURVEY CONTROL
 RF0199
 RF0199  NGVD 29 (??/??/92)  312.320  (m)         1024.67   (f) ADJ UNCH    2 0
 RF0199
 RF0199.Superseded values are not recommended for survey control.
 RF0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0199.See file dsdata.txt to determine how the superseded data were derived.
 RF0199
 RF0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM065545(NAD 83)
 RF0199_MARKER: DB = BENCH MARK DISK
 RF0199_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RF0199_SP_SET: MAPLE TREE
 RF0199_STAMPING: BX 102 1953
 RF0199_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RF0199
 RF0199  HISTORY     - Date     Condition        Report By
 RF0199  HISTORY     - 1953     MONUMENTED       CGS
 RF0199
 RF0199                          STATION DESCRIPTION
 RF0199
 RF0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0199'32.6 MI W FROM ASHLAND.
 RF0199'0.3 MILE WEST ALONG STATE HIGHWAY 11 FROM THE BANGOR AND
 RF0199'AROOSTOOK RAILROAD STATION AT ASHLAND, THENCE ABOUT 0.6 MILE
 RF0199'SOUTHWEST ALONG A BLACK TOP ROAD, THENCE ABOUT 31.7 MILES WEST
 RF0199'AND SOUTHWEST ALONG A PRIVATE GRAVEL ROAD, ABOUT 0.3 MILE
 RF0199'NORTHEAST OF A BRIDGE OVER SPRING CREEK, ABOUT 98 YARDS SOUTHWEST
 RF0199'OF THE TOP OF A GRADE, 42 FEET NORTHWEST OF CENTER LINE OF ROAD,
 RF0199'6 FEET SOUTHWEST OF CENTER LINE OF A NARROW TRAIL LEADING
 RF0199'NORTHWEST, SET VERTICALLY IN THE EAST-SOUTHEAST FACE OF A
 RF0199'22-INCH MAPLE TREE, 2 FEET ABOVE GROUND AND ABOUT 3 FEET ABOVE
 RF0199'LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0008 ***********************************************************************
 PD0008  DESIGNATION -  BX 68
 PD0008  PID         -  PD0008
 PD0008  STATE/COUNTY-  ME/WASHINGTON
 PD0008  USGS QUAD   -  EASTPORT (1977)
 PD0008
 PD0008                         *CURRENT SURVEY CONTROL
 PD0008  ___________________________________________________________________
 PD0008* NAD 83(1986)-  44 54 26.     (N)    067 00 44.     (W)     SCALED    
 PD0008* NAVD 88     -        12.829  (meters)      42.09   (feet)  ADJUSTED  
 PD0008  ___________________________________________________________________
 PD0008  GEOID HEIGHT-         -22.49  (meters)                     GEOID03
 PD0008  DYNAMIC HT  -          12.829 (meters)      42.09  (feet)  COMP
 PD0008  MODELED GRAV-     980,622.0   (mgal)                       NAVD 88
 PD0008
 PD0008  VERT ORDER  -  SECOND    CLASS 0
 PD0008
 PD0008.The horizontal coordinates were scaled from a topographic map and have
 PD0008.an estimated accuracy of +/- 6 seconds.
 PD0008
 PD0008.The orthometric height was determined by differential leveling
 PD0008.and adjusted by the National Geodetic Survey in June 1991..
 PD0008
 PD0008.The geoid height was determined by GEOID03.
 PD0008
 PD0008.The dynamic height is computed by dividing the NAVD 88
 PD0008.geopotential number by the normal gravity value computed on the
 PD0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0008.degrees latitude (g = 980.6199 gals.).
 PD0008
 PD0008.The modeled gravity was interpolated from observed gravity values.
 PD0008
 PD0008;                    North         East    Units  Estimated Accuracy
 PD0008;SPC ME E     -   138,910.      417,480.      MT  (+/- 180 meters Scaled)
 PD0008
 PD0008                          SUPERSEDED SURVEY CONTROL
 PD0008
 PD0008  NGVD 29 (??/??/92)   13.018  (m)           42.71   (f) ADJ UNCH    2 0
 PD0008
 PD0008.Superseded values are not recommended for survey control.
 PD0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0008.See file dsdata.txt to determine how the superseded data were derived.
 PD0008
 PD0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK569745(NAD 83)
 PD0008_MARKER: DB = BENCH MARK DISK
 PD0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PD0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PD0008_STAMPING: BX 68 1935
 PD0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0008+STABILITY: SURFACE MOTION
 PD0008
 PD0008  HISTORY     - Date     Condition        Report By
 PD0008  HISTORY     - 1935     MONUMENTED       CGS
 PD0008  HISTORY     - 1946     MARK NOT FOUND   NGS
 PD0008
 PD0008                          STATION DESCRIPTION
 PD0008
 PD0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 PD0008'0.7 MI W FROM EASTPORT.
 PD0008'0.7 MILE WEST ALONG A COUNTY ROAD FROM THE MAINE CENTRAL RAILROAD
 PD0008'STATION AT EASTPORT, WASHINGTON COUNTY, 36.2 FEET NORTH OF THE
 PD0008'NORTH FENCE CORNER OF A BALL PARK, 30 FEET SOUTH OF THE
 PD0008'CENTERLINE OF THE ROAD, AND 29 FEET WEST OF THE CENTERLINE OF
 PD0008'A SIDE ROAD.  A STANDARD DISK, STAMPED BX 68 1935 AND SET IN THE
 PD0008'TOP OF A CONCRETE POST PROJECTING 1/2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1628 ***********************************************************************
 QF1628  DESIGNATION -  BYRON IBC
 QF1628  PID         -  QF1628
 QF1628  STATE/COUNTY-  ME/WASHINGTON
 QF1628  USGS QUAD   -  FOREST CITY (1988)
 QF1628
 QF1628                         *CURRENT SURVEY CONTROL
 QF1628  ___________________________________________________________________
 QF1628* NAD 83(1996)-  45 38 32.27754(N)    067 41 14.89620(W)     ADJUSTED  
 QF1628* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 QF1628  ___________________________________________________________________
 QF1628  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 QF1628  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 QF1628
 QF1628  HORZ ORDER  -  THIRD
 QF1628
 QF1628.The horizontal coordinates were established by classical geodetic methods
 QF1628.and adjusted by the National Geodetic Survey in March 1998..
 QF1628
 QF1628.The orthometric height was scaled from a topographic map.
 QF1628
 QF1628.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1628
 QF1628.The geoid height was determined by GEOID03.
 QF1628
 QF1628;                    North         East     Units Scale Factor Converg.
 QF1628;SPC ME E     -   219,841.403   363,339.135   MT  0.99994931   +0 34 51.5
 QF1628;UTM  19      - 5,055,143.474   602,284.868   MT  0.99972863   +0 56 18.7
 QF1628
 QF1628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1628!SPC ME E     -   0.99998542  x   0.99994931  =   0.99993473
 QF1628!UTM  19      -   0.99998542  x   0.99972863  =   0.99971405
 QF1628
 QF1628:                Primary Azimuth Mark                     Grid Az
 QF1628:SPC ME E     -  JIMMIE IBC                               330 15 09.9
 QF1628:UTM  19      -  JIMMIE IBC                               329 53 42.7
 QF1628
 QF1628|---------------------------------------------------------------------|
 QF1628| PID    Reference Object                     Distance      Geod. Az  |
 QF1628|                                                           dddmmss.s |
 QF1628| QF1631 JIMMIE IBC                          APPROX. 0.6 KM 3305001.4 |
 QF1628|---------------------------------------------------------------------|
 QF1628
 QF1628                          SUPERSEDED SURVEY CONTROL
 QF1628
 QF1628  NAD 83(1992)-  45 38 32.27418(N)    067 41 14.89415(W) AD(       ) 3
 QF1628  NAD 83(1986)-  45 38 32.27769(N)    067 41 14.90826(W) AD(       ) 3
 QF1628  NAD 27      -  45 38 32.05900(N)    067 41 16.88600(W) AD(       ) 3
 QF1628
 QF1628.Superseded values are not recommended for survey control.
 QF1628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1628.See file dsdata.txt to determine how the superseded data were derived.
 QF1628
 QF1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL0228555143(NAD 83)
 QF1628_MARKER: DD = SURVEY DISK
 QF1628_SETTING: 80 = SET IN A BOULDER
 QF1628_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF1628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1628+STABILITY: SURFACE MOTION
 QF1628
 QF1628  HISTORY     - Date     Condition        Report By
 QF1628  HISTORY     - 1912     MONUMENTED       IBC
 QF1628  HISTORY     - 1955     GOOD             IBC
 QF1628  HISTORY     - 1972     GOOD             IBC
 QF1628
 QF1628                          STATION DESCRIPTION
 QF1628
 QF1628'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (AJB)
 QF1628'ABOUT 20 FEET OUTSIDE THE EDGE OF TREES, ON A POINT ON THE W SIDE OF
 QF1628'SPEDNIK LAKE, 1.4 MILES S OF FOREST CITY LANDING, 1/2 MILE S OF
 QF1628'CURRENT ISLAND.  THE STATION IS 50 FEET N OF THE OUTER TREES ON THE
 QF1628'POINT AND DIRECTLY INSHORE ON THE EDGE OF TREES IS A LARGER ROCK 10
 QF1628'FEET HIGH.  STATION ROCK IS 13 FEET SQUARE AND 4 FEET HIGH WITH A HIGH
 QF1628'CORNER TOWARD THE LAKE.
 QF1628'
 QF1628'STATION MARK IS A US AND CB COPPER DISK SET IN A DRILL HOLE IN THE
 QF1628'ROCK.  A CROSS WITHIN A TRIANGLE IS CUT IN EACH OF TWO HIGH ROCKS
 QF1628'INLAND FROM THE STATION AT DISTANCES OF 12.01 AND 8.60 METERS,
 QF1628'RESPECTIVELY.  A LIKE MARK IS CUT IN A LOWER ROCK 8.35 METERS
 QF1628'LAKEWARD FROM THE STATION.
 QF1628
 QF1628                          STATION RECOVERY (1955)
 QF1628
 QF1628'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1628'STATION RECOVERED IN GOOD CONDITION.
 QF1628
 QF1628                          STATION RECOVERY (1972)
 QF1628
 QF1628'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1628'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0055 ***********************************************************************
 PE0055  DESIGNATION -  C 1
 PE0055  PID         -  PE0055
 PE0055  STATE/COUNTY-  ME/HANCOCK
 PE0055  USGS QUAD   -  HANCOCK (1981)
 PE0055
 PE0055                         *CURRENT SURVEY CONTROL
 PE0055  ___________________________________________________________________
 PE0055* NAD 83(1986)-  44 35 49.     (N)    068 15 33.     (W)     SCALED    
 PE0055* NAVD 88     -        22.559  (meters)      74.01   (feet)  ADJUSTED  
 PE0055  ___________________________________________________________________
 PE0055  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 PE0055  DYNAMIC HT  -          22.558 (meters)      74.01  (feet)  COMP
 PE0055  MODELED GRAV-     980,559.4   (mgal)                       NAVD 88
 PE0055  OBS GRAVITY -     980,563.0   (mgal)                       GRAV_OBS
 PE0055
 PE0055  VERT ORDER  -  FIRST     CLASS I
 PE0055
 PE0055.The horizontal coordinates were scaled from a topographic map and have
 PE0055.an estimated accuracy of +/- 6 seconds.
 PE0055
 PE0055.The orthometric height was determined by differential leveling
 PE0055.and adjusted by the National Geodetic Survey in June 1991..
 PE0055
 PE0055.The geoid height was determined by GEOID03.
 PE0055
 PE0055.The dynamic height is computed by dividing the NAVD 88
 PE0055.geopotential number by the normal gravity value computed on the
 PE0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0055.degrees latitude (g = 980.6199 gals.).
 PE0055
 PE0055.The modeled gravity was interpolated from observed gravity values.
 PE0055.The observed gravity was obtained from relative gravimeter ties
 PE0055.to the IGSN71 gravity network.
 PE0055
 PE0055;                    North         East    Units  Estimated Accuracy
 PE0055;SPC ME E     -   103,390.      319,120.      MT  (+/- 180 meters Scaled)
 PE0055
 PE0055                          SUPERSEDED SURVEY CONTROL
 PE0055
 PE0055  NGVD 29 (??/??/92)   22.763  (m)           74.68   (f) ADJ UNCH    1 1
 PE0055
 PE0055.Superseded values are not recommended for survey control.
 PE0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0055.See file dsdata.txt to determine how the superseded data were derived.
 PE0055
 PE0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK587384(NAD 83)
 PE0055_MARKER: DD = SURVEY DISK
 PE0055_SETTING: 66 = SET IN ROCK OUTCROP
 PE0055_SP_SET: ROCK OUTCROP
 PE0055_STAMPING: C 1 1930
 PE0055_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0055+STABILITY: POSITION/ELEVATION WELL
 PE0055
 PE0055  HISTORY     - Date     Condition        Report By
 PE0055  HISTORY     - 1930     MONUMENTED       USGS
 PE0055  HISTORY     - 1966     GOOD             NGS
 PE0055  HISTORY     - 1978     GOOD             DMA
 PE0055  HISTORY     - 1987     GOOD             USPSQD
 PE0055
 PE0055                          STATION DESCRIPTION
 PE0055
 PE0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0055'1.7 MI W FROM FRANKLIN.
 PE0055'1.7 MILES WEST ALONG THE MAINE CENTRAL RAILROAD FROM THE CROSSING
 PE0055'OF STATE HIGHWAY 182 AT FRANKLIN, ABOUT 0.15 MILE SOUTHEAST OF
 PE0055'MILEPOST P176/C94, 6 1/2 RAILS NORTHWEST OF THE CROSSING OF STATE
 PE0055'HIGHWAY 200, IN THE TOP OF THE NORTH CORNER OF A ROCK THAT THE
 PE0055'EXPOSED PORTION IS ABOUT 10-BY-12-FOOT, 26.2 FEET NORTHEAST OF
 PE0055'THE NORTHEAST RAIL, AND ABOUT 4 1/2 FEET ABOVE THE LEVEL OF
 PE0055'THE TRACK.
 PE0055
 PE0055                          STATION RECOVERY (1978)
 PE0055
 PE0055'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PE0055'RECOVERED IN GOOD CONDITION.
 PE0055
 PE0055                          STATION RECOVERY (1987)
 PE0055
 PE0055'RECOVERY NOTE BY US POWER SQUADRON 1987 (ELG)
 PE0055'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0056 ***********************************************************************
 QG0056  DESIGNATION -  C 1
 QG0056  PID         -  QG0056
 QG0056  STATE/COUNTY-  ME/PENOBSCOT
 QG0056  USGS QUAD   -  KINGMAN (1988)
 QG0056
 QG0056                         *CURRENT SURVEY CONTROL
 QG0056  ___________________________________________________________________
 QG0056* NAD 83(1986)-  45 31 22.     (N)    068 09 33.     (W)     SCALED    
 QG0056* NAVD 88     -        98.830  (meters)     324.24   (feet)  ADJUSTED  
 QG0056  ___________________________________________________________________
 QG0056  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 QG0056  DYNAMIC HT  -          98.831 (meters)     324.25  (feet)  COMP
 QG0056  MODELED GRAV-     980,625.7   (mgal)                       NAVD 88
 QG0056
 QG0056  VERT ORDER  -  SECOND    CLASS 0
 QG0056
 QG0056.The horizontal coordinates were scaled from a topographic map and have
 QG0056.an estimated accuracy of +/- 6 seconds.
 QG0056
 QG0056.The orthometric height was determined by differential leveling
 QG0056.and adjusted by the National Geodetic Survey in June 1991..
 QG0056
 QG0056.The geoid height was determined by GEOID03.
 QG0056
 QG0056.The dynamic height is computed by dividing the NAVD 88
 QG0056.geopotential number by the normal gravity value computed on the
 QG0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0056.degrees latitude (g = 980.6199 gals.).
 QG0056
 QG0056.The modeled gravity was interpolated from observed gravity values.
 QG0056
 QG0056;                    North         East    Units  Estimated Accuracy
 QG0056;SPC ME E     -   206,290.      326,630.      MT  (+/- 180 meters Scaled)
 QG0056
 QG0056                          SUPERSEDED SURVEY CONTROL
 QG0056
 QG0056  NGVD 29 (??/??/92)   99.013  (m)          324.85   (f) ADJ UNCH    2 0
 QG0056
 QG0056.Superseded values are not recommended for survey control.
 QG0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0056.See file dsdata.txt to determine how the superseded data were derived.
 QG0056
 QG0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL656413(NAD 83)
 QG0056_MARKER: DD = SURVEY DISK
 QG0056_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QG0056_SP_SET: BRIDGE SEAT
 QG0056_STAMPING: C 1 1931
 QG0056_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG0056
 QG0056  HISTORY     - Date     Condition        Report By
 QG0056  HISTORY     - 1931     MONUMENTED       USGS
 QG0056  HISTORY     - 1942     GOOD             NGS
 QG0056
 QG0056                          STATION DESCRIPTION
 QG0056
 QG0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 QG0056'3.2 MI SE FROM KINGMAN.
 QG0056'3.2 MILES SOUTHEAST ALONG STATE HIGHWAY 170 FROM THE MAINE
 QG0056'CENTRAL RAILROAD STATION AT KINGMAN, PENOBSCOT COUNTY, AT A
 QG0056'SMALL CONCRETE BRIDGE, IN THE TOP OF THE SOUTHWEST END OF THE
 QG0056'SOUTHEAST BRIDGE SEAT, 13 FEET SOUTHWEST OF THE CENTER LINE OF
 QG0056'THE HIGHWAY, AND 3.5 FEET LOWER THAN THE HIGHWAY.  A UNITED
 QG0056'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED C 1 1931.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0015 ***********************************************************************
 QH0015  DESIGNATION -  C 1
 QH0015  PID         -  QH0015
 QH0015  STATE/COUNTY-  ME/SOMERSET
 QH0015  USGS QUAD   -  LONG POND (1989)
 QH0015
 QH0015                         *CURRENT SURVEY CONTROL
 QH0015  ___________________________________________________________________
 QH0015* NAD 83(1986)-  45 36 54.     (N)    070 01 03.     (W)     SCALED    
 QH0015* NAVD 88     -       362.107  (meters)    1188.01   (feet)  ADJUSTED  
 QH0015  ___________________________________________________________________
 QH0015  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 QH0015  DYNAMIC HT  -         362.095 (meters)    1187.97  (feet)  COMP
 QH0015  MODELED GRAV-     980,572.6   (mgal)                       NAVD 88
 QH0015
 QH0015  VERT ORDER  -  FIRST     CLASS II
 QH0015
 QH0015.The horizontal coordinates were scaled from a topographic map and have
 QH0015.an estimated accuracy of +/- 6 seconds.
 QH0015
 QH0015.The orthometric height was determined by differential leveling
 QH0015.and adjusted by the National Geodetic Survey in June 1991..
 QH0015
 QH0015.The geoid height was determined by GEOID03.
 QH0015
 QH0015.The dynamic height is computed by dividing the NAVD 88
 QH0015.geopotential number by the normal gravity value computed on the
 QH0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QH0015.degrees latitude (g = 980.6199 gals.).
 QH0015
 QH0015.The modeled gravity was interpolated from observed gravity values.
 QH0015
 QH0015;                    North         East    Units  Estimated Accuracy
 QH0015;SPC ME W     -   309,090.      911,630.      MT  (+/- 180 meters Scaled)
 QH0015
 QH0015                          SUPERSEDED SURVEY CONTROL
 QH0015
 QH0015  NGVD 29 (??/??/92)  362.266  (m)         1188.53   (f) ADJ UNCH    1 2
 QH0015
 QH0015.Superseded values are not recommended for survey control.
 QH0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0015.See file dsdata.txt to determine how the superseded data were derived.
 QH0015
 QH0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL206517(NAD 83)
 QH0015_MARKER: DB = BENCH MARK DISK
 QH0015_SETTING: 80 = SET IN A BOULDER
 QH0015_SP_SET: BOULDER
 QH0015_STAMPING: ELEV 1188.534 FT C 1 1916
 QH0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0015+STABILITY: SURFACE MOTION
 QH0015
 QH0015  HISTORY     - Date     Condition        Report By
 QH0015  HISTORY     - 1916     MONUMENTED       CGS
 QH0015
 QH0015                          STATION DESCRIPTION
 QH0015
 QH0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1916
 QH0015'1 MI W FROM MACKAMP.
 QH0015'1.0 MILE WEST ALONG THE CANADIAN PACIFIC RAILWAY FROM MACKAMP,
 QH0015'SOMERSET COUNTY, 11-1/4 POLES WEST OF MILEPOST 61, 12 YARDS
 QH0015'SOUTH OF THE CENTER LINE OF THE TRACK, IN THE TOP OF A 12- BY
 QH0015'12- BY 15-FOOT TRIANGULAR-SHAPED FLAT BOULDER, AND ABOUT 2-1/2
 QH0015'FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED ELEV 1188.534
 QH0015'FT C 1 1916.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1724 ***********************************************************************
 OC1724  DESIGNATION -  C 1 1941
 OC1724  PID         -  OC1724
 OC1724  STATE/COUNTY-  ME/CUMBERLAND
 OC1724  USGS QUAD   -  PORTLAND EAST (1975)
 OC1724
 OC1724                         *CURRENT SURVEY CONTROL
 OC1724  ___________________________________________________________________
 OC1724* NAD 83(1996)-  43 38 55.43770(N)    070 13 40.13497(W)     ADJUSTED  
 OC1724* NAVD 88     -        42.     (meters)     138.     (feet)  SCALED    
 OC1724  ___________________________________________________________________
 OC1724  LAPLACE CORR-           3.26  (seconds)                    DEFLEC99
 OC1724  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 OC1724
 OC1724  HORZ ORDER  -  THIRD
 OC1724
 OC1724.The horizontal coordinates were established by classical geodetic methods
 OC1724.and adjusted by the National Geodetic Survey in March 1998..
 OC1724
 OC1724.The orthometric height was scaled from a topographic map.
 OC1724
 OC1724.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1724
 OC1724.The geoid height was determined by GEOID03.
 OC1724
 OC1724;                    North         East     Units Scale Factor Converg.
 OC1724;SPC ME W     -    90,587.575   895,066.825   MT  0.99996697   -0 02 31.9
 OC1724;UTM  19      - 4,833,591.923   400,981.722   MT  0.99972060   -0 50 51.2
 OC1724
 OC1724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1724!SPC ME W     -   0.99999754  x   0.99996697  =   0.99996451
 OC1724!UTM  19      -   0.99999754  x   0.99972060  =   0.99971814
 OC1724
 OC1724                          SUPERSEDED SURVEY CONTROL
 OC1724
 OC1724  NAD 83(1992)-  43 38 55.43599(N)    070 13 40.13584(W) AD(       ) 4
 OC1724  NAD 83(1986)-  43 38 55.44205(N)    070 13 40.14135(W) AD(       ) 4
 OC1724  NAD 27      -  43 38 55.14500(N)    070 13 41.98700(W) AD(       ) 3
 OC1724
 OC1724.Superseded values are not recommended for survey control.
 OC1724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1724.See file dsdata.txt to determine how the superseded data were derived.
 OC1724
 OC1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0098233592(NAD 83)
 OC1724
 OC1724  HISTORY     - Date     Condition        Report By
 OC1724  HISTORY     - 1941     MONUMENTED       CGS
 OC1724
 OC1724                          STATION DESCRIPTION
 OC1724
 OC1724'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1724'STATION IS LOCATED AT FORT PREBLE IN THE FORT COMMAND STATION
 OC1724'BUILDING.  IT IS LOCATED ON THE TOP FLOOR OF A FOUR-STORY WHITE
 OC1724'SQUARE WOODEN BUILDING.  THE ROOF OF THE BUILDING FORMS A SHARP
 OC1724'APEX.  THE BUILDING IS ABOUT 500 FT. W OF BATTERY MASON.  IT IS
 OC1724'THE INSTRUMENT CENTER OF THE INSTRUMENT ON THE TOP FLOOR OF THE
 OC1724'BUILDING.  INSTRUMENT CENTER WAS PROJECTED ON THE ROOF,
 OC1724'THEREFORE, NO PERMANENT MARK WAS ESTABLISHED.
 OC1724'
 OC1724'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0052 ***********************************************************************
 SF0052  DESIGNATION -  C 10
 SF0052  PID         -  SF0052
 SF0052  STATE/COUNTY-  ME/AROOSTOOK
 SF0052  USGS QUAD   -  FORT KENT SOUTH (1985)
 SF0052
 SF0052                         *CURRENT SURVEY CONTROL
 SF0052  ___________________________________________________________________
 SF0052* NAD 83(1986)-  47 11 24.     (N)    068 35 30.     (W)     SCALED    
 SF0052* NAVD 88     -       179.876  (meters)     590.14   (feet)  POSTED    
 SF0052  ___________________________________________________________________
 SF0052  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 SF0052  DYNAMIC HT  -         179.900 (meters)     590.22  (feet)  COMP
 SF0052  MODELED GRAV-     980,742.1   (mgal)                       NAVD 88
 SF0052
 SF0052  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 SF0052
 SF0052.The horizontal coordinates were scaled from a topographic map and have
 SF0052.an estimated accuracy of +/- 6 seconds.
 SF0052
 SF0052.The orthometric height was determined by differential leveling
 SF0052.and adjusted by the National Geodetic Survey in 1992..
 SF0052.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 SF0052.rate of 1.1 thru 2.0 mm/km.
 SF0052
 SF0052.The geoid height was determined by GEOID03.
 SF0052
 SF0052.The dynamic height is computed by dividing the NAVD 88
 SF0052.geopotential number by the normal gravity value computed on the
 SF0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0052.degrees latitude (g = 980.6199 gals.).
 SF0052
 SF0052.The modeled gravity was interpolated from observed gravity values.
 SF0052
 SF0052;                    North         East    Units  Estimated Accuracy
 SF0052;SPC ME E     -   391,550.      293,050.      MT  (+/- 180 meters Scaled)
 SF0052
 SF0052                          SUPERSEDED SURVEY CONTROL
 SF0052
 SF0052  NGVD 29 (??/??/92)  179.994  (m)          590.53   (f) ADJ UNCH    1 2
 SF0052
 SF0052.Superseded values are not recommended for survey control.
 SF0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0052.See file dsdata.txt to determine how the superseded data were derived.
 SF0052
 SF0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN309263(NAD 83)
 SF0052_MARKER: DB = BENCH MARK DISK
 SF0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SF0052_STAMPING: 590.530 C 10 1927
 SF0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF0052+STABILITY: SURFACE MOTION
 SF0052
 SF0052  HISTORY     - Date     Condition        Report By
 SF0052  HISTORY     - 1927     MONUMENTED       CGS
 SF0052  HISTORY     - 1943     GOOD             NGS
 SF0052  HISTORY     - 1978     MARK NOT FOUND   NGS
 SF0052
 SF0052                          STATION DESCRIPTION
 SF0052
 SF0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 SF0052'5.8 MI S FROM FORT KENT.
 SF0052'5.8 MILES SOUTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 SF0052'FORT KENT, AROOSTOOK COUNTY, 0.2 MILE SOUTH OF THE JUNCTION OF
 SF0052'A SPUR TRACK LEADING SOUTH OF A GRAVEL PIT, 18 RAILS SOUTH OF
 SF0052'POLE 89.60 20 FEET SOUTH OF THE NORTH END OF A LINE OF FIR TREES,
 SF0052'2 FEET EAST OF THE BASE OF THE FIFTH TREE FROM THE NORTH END
 SF0052'OF THE LINE, AND 33 FEET WEST OF THE WEST RAIL.  A STANDARD DISK,
 SF0052'STAMPED 590.530 C 10 1927 AND SET IN THE TOP OF A CONCRETE POST
 SF0052'FLUSH WITH THE GROUND.  NOTE-- A LINE OF FIR TREES HAS BEEN
 SF0052'PLANTED IN FRONT OF THE BOARD FENCE WHICH IN TIME WILL ENTIRELY
 SF0052'COVER THE MARK.  WITH THIS REFERENCE, THE POINT IS 20 FT S OF THE
 SF0052'N END OF A LINE OF FIR TREES, ABOUT 2 FT E FROM THE BASE OF THE
 SF0052'5 TH TREE FROM THE N END OF THE LINE.
 SF0052
 SF0052                          STATION RECOVERY (1943)
 SF0052
 SF0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 SF0052'RECOVERED IN GOOD CONDITION.
 SF0052
 SF0052                          STATION RECOVERY (1978)
 SF0052
 SF0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 SF0052'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0872 ***********************************************************************
 QG0872  DESIGNATION -  C 100
 QG0872  PID         -  QG0872
 QG0872  STATE/COUNTY-  ME/SOMERSET
 QG0872  USGS QUAD   -  BRASSUA LAKE EAST (1988)
 QG0872
 QG0872                         *CURRENT SURVEY CONTROL
 QG0872  ___________________________________________________________________
 QG0872* NAD 83(1986)-  45 38 58.     (N)    069 48 11.     (W)     SCALED    
 QG0872* NAVD 88     -       368.723  (meters)    1209.72   (feet)  ADJUSTED  
 QG0872  ___________________________________________________________________
 QG0872  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 QG0872  DYNAMIC HT  -         368.710 (meters)    1209.68  (feet)  COMP
 QG0872  MODELED GRAV-     980,570.1   (mgal)                       NAVD 88
 QG0872  OBS GRAVITY -     980,570.0   (mgal)                       GRAV_OBS
 QG0872
 QG0872  VERT ORDER  -  FIRST     CLASS II
 QG0872
 QG0872.The horizontal coordinates were scaled from a topographic map and have
 QG0872.an estimated accuracy of +/- 6 seconds.
 QG0872
 QG0872.The orthometric height was determined by differential leveling
 QG0872.and adjusted by the National Geodetic Survey in June 1991..
 QG0872.WARNING-Repeat measurements at this control monument indicate possible
 QG0872.vertical movement.
 QG0872
 QG0872.The geoid height was determined by GEOID03.
 QG0872
 QG0872.The dynamic height is computed by dividing the NAVD 88
 QG0872.geopotential number by the normal gravity value computed on the
 QG0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0872.degrees latitude (g = 980.6199 gals.).
 QG0872
 QG0872.The modeled gravity was interpolated from observed gravity values.
 QG0872.The observed gravity was obtained from relative gravimeter ties
 QG0872.to the IGSN71 gravity network.
 QG0872
 QG0872;                    North         East    Units  Estimated Accuracy
 QG0872;SPC ME W     -   312,970.      928,340.      MT  (+/- 180 meters Scaled)
 QG0872
 QG0872                          SUPERSEDED SURVEY CONTROL
 QG0872
 QG0872  NGVD 29 (??/??/92)  368.879  (m)         1210.23   (f) ADJ UNCH    1 2
 QG0872
 QG0872.Superseded values are not recommended for survey control.
 QG0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0872.See file dsdata.txt to determine how the superseded data were derived.
 QG0872
 QG0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL374554(NAD 83)
 QG0872_MARKER: DB = BENCH MARK DISK
 QG0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0872_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0872_STAMPING: C 100 1953
 QG0872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0872+STABILITY: SURFACE MOTION
 QG0872
 QG0872  HISTORY     - Date     Condition        Report By
 QG0872  HISTORY     - 1953     MONUMENTED       CGS
 QG0872  HISTORY     - 1977     MARK NOT FOUND   LOCENG
 QG0872  HISTORY     - 1978     GOOD             NGS
 QG0872
 QG0872                          STATION DESCRIPTION
 QG0872
 QG0872'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0872'2.6 MI SW FROM ROCKWOOD.
 QG0872'2.65 MILES SOUTHWEST ALONG STATE HIGHWAY 15 FROM THE BRIDGE
 QG0872'OVER MOOSE RIVER AT ROCKWOOD, ABOUT 110 YARDS SOUTH OF THE TOP
 QG0872'OF A STEEP HILL DECENDING SOUTH, 50 FEET WEST OF CENTER LINE
 QG0872'OF HIGHWAY, 23 FEET NORTHWEST OF A TRIANGULAR BLAZED 8-INCH
 QG0872'MAPLE TREE, 13 FEET SOUTH-SOUTHWEST OF A TRAINGULAR BLAZED
 QG0872'14-INCH MAPLE TREE, ABOUT 1 1/2 FEET ABOVE LEVEL OF HIGHWAY AND
 QG0872'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 QG0872
 QG0872                          STATION RECOVERY (1977)
 QG0872
 QG0872'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 QG0872'MARK NOT FOUND.
 QG0872
 QG0872                          STATION RECOVERY (1978)
 QG0872
 QG0872'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0872'0.45 MILES NORTHWEST ALONG LAKE STREET FROM THE ROCKWOOD POST OFFICE,
 QG0872'THENCE 4.4 MILES WEST ALONG STATE HIGHWAY 6, 50.0 FT. WEST OF THE
 QG0872'CENTER LINE OF THE HIGHWAY, ONE POLE NORTH OF A ROCK CUT, ONE POLE
 QG0872'SOUTH OF THE CREST OF A GRADE AND THE SOUTH END OF A CURVE IN THE
 QG0872'HIGHWAY, 23.0 FT. SOUTH-SOUTHWEST OF A TRIANGULAR 16 INCH MAPLE
 QG0872'TREE, 27.0 FT. SOUTHWEST OF POWER POLE 52 117 WITH TWO GUY WIRES,
 QG0872'2.0 FT. SOUTH OF A WOOD WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0027 ***********************************************************************
 RF0027  DESIGNATION -  C 101
 RF0027  PID         -  RF0027
 RF0027  STATE/COUNTY-  ME/AROOSTOOK
 RF0027  USGS QUAD   -  ASHLAND (1986)
 RF0027
 RF0027                         *CURRENT SURVEY CONTROL
 RF0027  ___________________________________________________________________
 RF0027* NAD 83(1986)-  46 37 53.     (N)    068 27 58.     (W)     SCALED    
 RF0027* NAVD 88     -       192.697  (meters)     632.21   (feet)  ADJUSTED  
 RF0027  ___________________________________________________________________
 RF0027  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 RF0027  DYNAMIC HT  -         192.715 (meters)     632.27  (feet)  COMP
 RF0027  MODELED GRAV-     980,702.8   (mgal)                       NAVD 88
 RF0027
 RF0027  VERT ORDER  -  FIRST     CLASS II
 RF0027
 RF0027.The horizontal coordinates were scaled from a topographic map and have
 RF0027.an estimated accuracy of +/- 6 seconds.
 RF0027
 RF0027.The orthometric height was determined by differential leveling
 RF0027.and adjusted by the National Geodetic Survey in June 1991..
 RF0027
 RF0027.The geoid height was determined by GEOID03.
 RF0027
 RF0027.The dynamic height is computed by dividing the NAVD 88
 RF0027.geopotential number by the normal gravity value computed on the
 RF0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0027.degrees latitude (g = 980.6199 gals.).
 RF0027
 RF0027.The modeled gravity was interpolated from observed gravity values.
 RF0027
 RF0027;                    North         East    Units  Estimated Accuracy
 RF0027;SPC ME E     -   329,450.      302,600.      MT  (+/- 180 meters Scaled)
 RF0027
 RF0027                          SUPERSEDED SURVEY CONTROL
 RF0027
 RF0027  NGVD 29 (??/??/92)  192.866  (m)          632.76   (f) ADJ UNCH    1 2
 RF0027
 RF0027.Superseded values are not recommended for survey control.
 RF0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0027.See file dsdata.txt to determine how the superseded data were derived.
 RF0027
 RF0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM408643(NAD 83)
 RF0027_MARKER: DB = BENCH MARK DISK
 RF0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RF0027_STAMPING: C 101 1953
 RF0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0027+STABILITY: SURFACE MOTION
 RF0027
 RF0027  HISTORY     - Date     Condition        Report By
 RF0027  HISTORY     - 1953     MONUMENTED       CGS
 RF0027  HISTORY     - 1978     GOOD             NGS
 RF0027
 RF0027                          STATION DESCRIPTION
 RF0027
 RF0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0027'2.7 MI W FROM ASHLAND.
 RF0027'ABOUT 0.3 MILE WEST ALONG STATE HIGHWAY 11 FROM THE BANGOR AND
 RF0027'AROOSTOOK RAILROAD STATION AT ASHLAND, THENCE ABOUT 0.6 MILE
 RF0027'SOUTHWEST ALONG A BLACK TOP ROAD, THENCE ABOUT 1.8 MILES WEST
 RF0027'ALONG A PRIVATE GRAVEL ROAD, ABOUT 0.9 MILE WEST OF A POINT
 RF0027'WHERE ROAD LEAVES CLEARING AND ENTERS WOODS, ABOUT 1.0 MILE EAST
 RF0027'OF A SMALL WOODEN BRIDGE OVER FOURMILE BROOK, AT A SMALL CLEARING
 RF0027'AND A TRAIL LEADING NORTHEAST, 61 FEET NORTH-NORTHEAST OF CENTER
 RF0027'LINE OF ROAD, 10 FEET SOUTHEAST OF CENTER LINE OF TRAIL, ABOUT
 RF0027'95 FEET EAST OF A TELEPHONE POLE WHICH IS AT WEST CORNER OF
 RF0027'CLEARING, ABOUT 1 1/2 FEET ABOVE LEVEL OF ROAD AND SET IN THE
 RF0027'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 RF0027
 RF0027                          STATION RECOVERY (1978)
 RF0027
 RF0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 RF0027'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0217 ***********************************************************************
 RF0217  DESIGNATION -  C 102
 RF0217  PID         -  RF0217
 RF0217  STATE/COUNTY-  ME/PISCATAQUIS
 RF0217  USGS QUAD   -  FIFTH MUSQUACOOK LAKE (1986)
 RF0217
 RF0217                         *CURRENT SURVEY CONTROL
 RF0217  ___________________________________________________________________
 RF0217* NAD 83(1986)-  46 30 22.     (N)    069 06 21.     (W)     SCALED    
 RF0217* NAVD 88     -       424.231  (meters)    1391.83   (feet)  ADJUSTED  
 RF0217  ___________________________________________________________________
 RF0217  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 RF0217  DYNAMIC HT  -         424.251 (meters)    1391.90  (feet)  COMP
 RF0217  MODELED GRAV-     980,648.0   (mgal)                       NAVD 88
 RF0217
 RF0217  VERT ORDER  -  SECOND    CLASS 0
 RF0217
 RF0217.The horizontal coordinates were scaled from a topographic map and have
 RF0217.an estimated accuracy of +/- 6 seconds.
 RF0217
 RF0217.The orthometric height was determined by differential leveling
 RF0217.and adjusted by the National Geodetic Survey in June 1991..
 RF0217
 RF0217.The geoid height was determined by GEOID03.
 RF0217
 RF0217.The dynamic height is computed by dividing the NAVD 88
 RF0217.geopotential number by the normal gravity value computed on the
 RF0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0217.degrees latitude (g = 980.6199 gals.).
 RF0217
 RF0217.The modeled gravity was interpolated from observed gravity values.
 RF0217
 RF0217;                    North         East    Units  Estimated Accuracy
 RF0217;SPC ME E     -   315,700.      253,510.      MT  (+/- 180 meters Scaled)
 RF0217
 RF0217                          SUPERSEDED SURVEY CONTROL
 RF0217
 RF0217  NGVD 29 (??/??/92)  424.418  (m)         1392.44   (f) ADJ UNCH    2 0
 RF0217
 RF0217.Superseded values are not recommended for survey control.
 RF0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0217.See file dsdata.txt to determine how the superseded data were derived.
 RF0217
 RF0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM918502(NAD 83)
 RF0217_MARKER: DB = BENCH MARK DISK
 RF0217_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RF0217_SP_SET: MAPLE TREE
 RF0217_STAMPING: C 102 1953
 RF0217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RF0217
 RF0217  HISTORY     - Date     Condition        Report By
 RF0217  HISTORY     - 1953     MONUMENTED       CGS
 RF0217
 RF0217                          STATION DESCRIPTION
 RF0217
 RF0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0217'44 MI W FROM ASHLAND.
 RF0217'ABOUT 0.3 MILE WEST ALONG STATE HIGHWAY 11 FROM THE BANGOR AND
 RF0217'AROOSTOOK RAILROAD STATION AT ASHLAND, THENCE ABOUT 0.6 MILE
 RF0217'SOUTHWEST ALONG A BLACK TOP ROAD, THENCE ABOUT 43.1 MILES WEST
 RF0217'AND SOUTHWEST ALONG A PRIVATE GRAVEL ROAD, ABOUT 1.25 MILES
 RF0217'NORTHEAST OF A LOG BRIDGE OVER A BROOK, ABOUT 22 YARDS NORTHEAST
 RF0217'OF THE TOP OF A GRADE, 39 FEET NORTH OF CENTER LINE OF ROAD,
 RF0217'SET VERTICALLY ABOUT 1 1/2 FEET ABOVE GROUND IN THE SOUTH FACE OF
 RF0217'AN 18-INCH MAPLE TREE AND ABOUT 5 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0898 ***********************************************************************
 QG0898  DESIGNATION -  C 103
 QG0898  PID         -  QG0898
 QG0898  STATE/COUNTY-  ME/SOMERSET
 QG0898  USGS QUAD   -  SEBOOMOOK LAKE WEST (1989)
 QG0898
 QG0898                         *CURRENT SURVEY CONTROL
 QG0898  ___________________________________________________________________
 QG0898* NAD 83(1986)-  45 53 30.     (N)    069 57 52.     (W)     SCALED    
 QG0898* NAVD 88     -       329.169  (meters)    1079.95   (feet)  ADJUSTED  
 QG0898  ___________________________________________________________________
 QG0898  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 QG0898  DYNAMIC HT  -         329.163 (meters)    1079.93  (feet)  COMP
 QG0898  MODELED GRAV-     980,589.8   (mgal)                       NAVD 88
 QG0898
 QG0898  VERT ORDER  -  SECOND    CLASS 0
 QG0898
 QG0898.The horizontal coordinates were scaled from a topographic map and have
 QG0898.an estimated accuracy of +/- 6 seconds.
 QG0898
 QG0898.The orthometric height was determined by differential leveling
 QG0898.and adjusted by the National Geodetic Survey in June 1991..
 QG0898
 QG0898.The geoid height was determined by GEOID03.
 QG0898
 QG0898.The dynamic height is computed by dividing the NAVD 88
 QG0898.geopotential number by the normal gravity value computed on the
 QG0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0898.degrees latitude (g = 980.6199 gals.).
 QG0898
 QG0898.The modeled gravity was interpolated from observed gravity values.
 QG0898
 QG0898;                    North         East    Units  Estimated Accuracy
 QG0898;SPC ME W     -   339,850.      915,700.      MT  (+/- 180 meters Scaled)
 QG0898
 QG0898                          SUPERSEDED SURVEY CONTROL
 QG0898
 QG0898  NGVD 29 (??/??/92)  329.334  (m)         1080.49   (f) ADJ UNCH    2 0
 QG0898
 QG0898.Superseded values are not recommended for survey control.
 QG0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0898.See file dsdata.txt to determine how the superseded data were derived.
 QG0898
 QG0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL251824(NAD 83)
 QG0898_MARKER: DB = BENCH MARK DISK
 QG0898_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QG0898_SP_SET: BRIDGE
 QG0898_STAMPING: C 103 1953
 QG0898_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG0898
 QG0898  HISTORY     - Date     Condition        Report By
 QG0898  HISTORY     - 1953     MONUMENTED       CGS
 QG0898
 QG0898                          STATION DESCRIPTION
 QG0898
 QG0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0898'AT PITTSTON FARM.
 QG0898'AT PITTSTON FARM, SET IN THE TOP OF NORTH END OF WEST ABUTMENT
 QG0898'OF BRIDGE OVER SOUTH BRANCH PENOBSCOT RIVER, 11 FEET NORTH OF
 QG0898'CENTER LINE OF ROAD AND ABOUT LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0034 ***********************************************************************
 RG0034  DESIGNATION -  C 104
 RG0034  PID         -  RG0034
 RG0034  STATE/COUNTY-  ME/SOMERSET
 RG0034  USGS QUAD   -  HINCKLEY HILL (1989)
 RG0034
 RG0034                         *CURRENT SURVEY CONTROL
 RG0034  ___________________________________________________________________
 RG0034* NAD 83(1986)-  46 10 36.     (N)    070 00 14.     (W)     SCALED    
 RG0034* NAVD 88     -       446.169  (meters)    1463.81   (feet)  ADJUSTED  
 RG0034  ___________________________________________________________________
 RG0034  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 RG0034  DYNAMIC HT  -         446.157 (meters)    1463.77  (feet)  COMP
 RG0034  MODELED GRAV-     980,573.6   (mgal)                       NAVD 88
 RG0034
 RG0034  VERT ORDER  -  SECOND    CLASS 0
 RG0034
 RG0034.The horizontal coordinates were scaled from a topographic map and have
 RG0034.an estimated accuracy of +/- 6 seconds.
 RG0034
 RG0034.The orthometric height was determined by differential leveling
 RG0034.and adjusted by the National Geodetic Survey in June 1991..
 RG0034
 RG0034.The geoid height was determined by GEOID03.
 RG0034
 RG0034.The dynamic height is computed by dividing the NAVD 88
 RG0034.geopotential number by the normal gravity value computed on the
 RG0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RG0034.degrees latitude (g = 980.6199 gals.).
 RG0034
 RG0034.The modeled gravity was interpolated from observed gravity values.
 RG0034
 RG0034;                    North         East    Units  Estimated Accuracy
 RG0034;SPC ME W     -   371,520.      912,570.      MT  (+/- 180 meters Scaled)
 RG0034
 RG0034                          SUPERSEDED SURVEY CONTROL
 RG0034
 RG0034  NGVD 29 (??/??/92)  446.322  (m)         1464.31   (f) ADJ UNCH    2 0
 RG0034
 RG0034.Superseded values are not recommended for survey control.
 RG0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0034.See file dsdata.txt to determine how the superseded data were derived.
 RG0034
 RG0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM225141(NAD 83)
 RG0034_MARKER: DB = BENCH MARK DISK
 RG0034_SETTING: 66 = SET IN ROCK OUTCROP
 RG0034_SP_SET: BED ROCK
 RG0034_STAMPING: C 104 1953
 RG0034_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RG0034+STABILITY: POSITION/ELEVATION WELL
 RG0034
 RG0034  HISTORY     - Date     Condition        Report By
 RG0034  HISTORY     - 1953     MONUMENTED       CGS
 RG0034  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RG0034
 RG0034                          STATION DESCRIPTION
 RG0034
 RG0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RG0034'24 MI N FROM PITTSTON FARM.
 RG0034'2.0 MILES NORTHWEST ALONG A PRIVATE GRAVEL ROAD FROM BRIDGE
 RG0034'OVER SOUTH BRANCH PENOBSCOT RIVER AT PITTSTON FARM, THENCE ABOUT
 RG0034'21.95 MILES NORTH ALONG A PRIVATE GRAVEL ROAD, ON A GRADE
 RG0034'DECENDING NORTH, ABOUT 0.5 MILE SOUTH OF A LARGE LOGGING CAMP,
 RG0034'IN THE TOP OF OUTCROPPING BED ROCK, 19 FEET SOUTHWEST OF CENTER
 RG0034'LINE OF ROAD, 105 FEET NORTHWEST OF SOUTHWEST END OF A WOODEN
 RG0034'CULVERT UNDER ROAD, 14 1/2 FEET EAST-NORTHEAST OF A TRIANGULAR
 RG0034'BLAZED 8-INCH SPRUCE TREE, 35 FEET EAST-SOUTHEAST OF A TRIANGULAR
 RG0034'BLAZED 7-INCH BALSAM TREE, AND ABOUT 1 FOOT ABOVE LEVEL OF ROAD.
 RG0034
 RG0034                          STATION RECOVERY (1985)
 RG0034
 RG0034'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLM)
 RG0034'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0043 ***********************************************************************
 RG0043  DESIGNATION -  C 105
 RG0043  PID         -  RG0043
 RG0043  STATE/COUNTY-  ME/SOMERSET
 RG0043  USGS QUAD   -  BLACK BROOK (1989)
 RG0043
 RG0043                         *CURRENT SURVEY CONTROL
 RG0043  ___________________________________________________________________
 RG0043* NAD 83(1986)-  46 12 49.     (N)    070 07 55.     (W)     SCALED    
 RG0043* NAVD 88     -       503.295  (meters)    1651.23   (feet)  ADJUSTED  
 RG0043  ___________________________________________________________________
 RG0043  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 RG0043  DYNAMIC HT  -         503.285 (meters)    1651.19  (feet)  COMP
 RG0043  MODELED GRAV-     980,580.0   (mgal)                       NAVD 88
 RG0043
 RG0043  VERT ORDER  -  SECOND    CLASS 0
 RG0043
 RG0043.The horizontal coordinates were scaled from a topographic map and have
 RG0043.an estimated accuracy of +/- 6 seconds.
 RG0043
 RG0043.The orthometric height was determined by differential leveling
 RG0043.and adjusted by the National Geodetic Survey in June 1991..
 RG0043
 RG0043.The geoid height was determined by GEOID03.
 RG0043
 RG0043.The dynamic height is computed by dividing the NAVD 88
 RG0043.geopotential number by the normal gravity value computed on the
 RG0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RG0043.degrees latitude (g = 980.6199 gals.).
 RG0043
 RG0043.The modeled gravity was interpolated from observed gravity values.
 RG0043
 RG0043;                    North         East    Units  Estimated Accuracy
 RG0043;SPC ME W     -   375,610.      902,680.      MT  (+/- 180 meters Scaled)
 RG0043
 RG0043                          SUPERSEDED SURVEY CONTROL
 RG0043
 RG0043  NGVD 29 (??/??/92)  503.442  (m)         1651.71   (f) ADJ UNCH    2 0
 RG0043
 RG0043.Superseded values are not recommended for survey control.
 RG0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0043.See file dsdata.txt to determine how the superseded data were derived.
 RG0043
 RG0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM126184(NAD 83)
 RG0043_MARKER: DB = BENCH MARK DISK
 RG0043_SETTING: 66 = SET IN ROCK OUTCROP
 RG0043_SP_SET: ROCK LEDGE
 RG0043_STAMPING: C 105 1953
 RG0043_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RG0043+STABILITY: POSITION/ELEVATION WELL
 RG0043
 RG0043  HISTORY     - Date     Condition        Report By
 RG0043  HISTORY     - 1953     MONUMENTED       CGS
 RG0043
 RG0043                          STATION DESCRIPTION
 RG0043
 RG0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RG0043'32 MI N FROM PITTSTON FARM.
 RG0043'2.0 MILES NORTHWEST ALONG A PRIVATE GRAVEL ROAD FROM BRIDGE OVER
 RG0043'SOUTH BRANCH PENOBSCOT RIVER AT PITTSTON FARM, THENCE ABOUT
 RG0043'25.05 MILES NORTH AND NORTHWEST ALONG A PRIVATE GRAVEL ROAD,
 RG0043'THENCE ABOUT 1.4 MILES NORTHWEST AND NORTH ALONG A TRAIL, THENCE
 RG0043'ABOUT 3.55 MILES WEST AN NORTHWEST ALONG A TRAIL, ABOUT 0.8
 RG0043'MILE SOUTHEAST OF THE T JUNCTION OF A PRIVATE GRAVEL ROAD, AT THE
 RG0043'JUNCTION OF A DIM TRAIL LEADING SOUTHEAST AND UPHILL, 17 FEET
 RG0043'SOUTH OF CENTER LINE OF MAIN TRAIL, 18 FEET NORTHEAST OF CENTER
 RG0043'LINE OF TRAIL SOUTHEAST, 140 YARDS WEST OF THE TOP OF A LOW
 RG0043'RIDGE, 21 FEET NORTHWEST OF A TRIANGULAR BLAZED 8-INCH BALSAM
 RG0043'TREE, IN THE TOP OF A ROCK LEDGE WITH 10 BY 12-FOOT EXPOSED
 RG0043'SURFACE AND ABOUT 3 FEET ABOVE LEVEL OF ROAD.  NOTE-- MARK MAY
 RG0043'BE REACHED FROM THE CHURCH AT STE AURELIE, QUEBEC, CANADA BY GOING
 RG0043'ABOUT 12.0 MILES NORTHEAST AND EAST ALONG A GRAVEL ROAD TO A
 RG0043'POINT ABOUT 7.2 MILES EAST OF THE BOUNDARY, THENCE ABOUT 0.8
 RG0043'MILE SOUTHEAST ALONG A TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0924 ***********************************************************************
 QG0924  DESIGNATION -  C 106
 QG0924  PID         -  QG0924
 QG0924  STATE/COUNTY-  ME/SOMERSET
 QG0924  USGS QUAD   -  SEBOOMOOK (1989)
 QG0924
 QG0924                         *CURRENT SURVEY CONTROL
 QG0924  ___________________________________________________________________
 QG0924* NAD 83(1986)-  45 55 04.     (N)    069 42 03.     (W)     SCALED    
 QG0924* NAVD 88     -       315.538  (meters)    1035.23   (feet)  ADJUSTED  
 QG0924  ___________________________________________________________________
 QG0924  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 QG0924  DYNAMIC HT  -         315.537 (meters)    1035.22  (feet)  COMP
 QG0924  MODELED GRAV-     980,602.0   (mgal)                       NAVD 88
 QG0924
 QG0924  VERT ORDER  -  SECOND    CLASS 0
 QG0924
 QG0924.The horizontal coordinates were scaled from a topographic map and have
 QG0924.an estimated accuracy of +/- 6 seconds.
 QG0924
 QG0924.The orthometric height was determined by differential leveling
 QG0924.and adjusted by the National Geodetic Survey in June 1991..
 QG0924
 QG0924.The geoid height was determined by GEOID03.
 QG0924
 QG0924.The dynamic height is computed by dividing the NAVD 88
 QG0924.geopotential number by the normal gravity value computed on the
 QG0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0924.degrees latitude (g = 980.6199 gals.).
 QG0924
 QG0924.The modeled gravity was interpolated from observed gravity values.
 QG0924
 QG0924;                    North         East    Units  Estimated Accuracy
 QG0924;SPC ME W     -   342,840.      936,140.      MT  (+/- 180 meters Scaled)
 QG0924
 QG0924                          SUPERSEDED SURVEY CONTROL
 QG0924
 QG0924  NGVD 29 (??/??/92)  315.703  (m)         1035.77   (f) ADJ UNCH    2 0
 QG0924
 QG0924.Superseded values are not recommended for survey control.
 QG0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0924.See file dsdata.txt to determine how the superseded data were derived.
 QG0924
 QG0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL456851(NAD 83)
 QG0924_MARKER: DB = BENCH MARK DISK
 QG0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0924_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0924_STAMPING: C 106 1953
 QG0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0924+STABILITY: SURFACE MOTION
 QG0924
 QG0924  HISTORY     - Date     Condition        Report By
 QG0924  HISTORY     - 1953     MONUMENTED       CGS
 QG0924  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QG0924
 QG0924                          STATION DESCRIPTION
 QG0924
 QG0924'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0924'1.9 MI E FROM SEBOOMOOK DAM.
 QG0924'1.9 MILES EAST ALONG A GRAVEL ROAD LEADING TO NORTHEAST CARRY
 QG0924'FROM SEBOOMOOK DAM, ABOUT 0.8 MILE EAST OF A BRIDGE OVER A BAY
 QG0924'OF WATER EXTENDING SOUTH FROM WEST BRANCH PENOBSCOT RIVER, ON
 QG0924'THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING SOUTHEAST AND
 QG0924'WEST-NORTHWEST, 34 FEET NORTHEAST OF CENTER LINE OF ROAD, 25
 QG0924'FEET EAST OF A TELEPHNE POLE AT A DIRECTIONAL CHANGE IN
 QG0924'LINE, 17 FEET SOUTHWEST OF A SLASH BLAZED 6-INCH BALSAM TREE,
 QG0924'2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, 1 1/2 FEET
 QG0924'BELOW LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 QG0924'4 INCHES.
 QG0924
 QG0924                          STATION RECOVERY (1985)
 QG0924
 QG0924'RECOVERY NOTE BY US POWER SQUADRON 1985 (JHS)
 QG0924'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0285 ***********************************************************************
 RF0285  DESIGNATION -  C 107
 RF0285  PID         -  RF0285
 RF0285  STATE/COUNTY-  ME/SOMERSET
 RF0285  USGS QUAD   -  CAUCOMGOMOC LAKE WEST (1989)
 RF0285
 RF0285                         *CURRENT SURVEY CONTROL
 RF0285  ___________________________________________________________________
 RF0285* NAD 83(1986)-  46 10 33.     (N)    069 44 01.     (W)     SCALED    
 RF0285* NAVD 88     -       483.263  (meters)    1585.51   (feet)  ADJUSTED  
 RF0285  ___________________________________________________________________
 RF0285  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 RF0285  DYNAMIC HT  -         483.269 (meters)    1585.53  (feet)  COMP
 RF0285  MODELED GRAV-     980,612.4   (mgal)                       NAVD 88
 RF0285
 RF0285  VERT ORDER  -  SECOND    CLASS 0
 RF0285
 RF0285.The horizontal coordinates were scaled from a topographic map and have
 RF0285.an estimated accuracy of +/- 6 seconds.
 RF0285
 RF0285.The orthometric height was determined by differential leveling
 RF0285.and adjusted by the National Geodetic Survey in June 1991..
 RF0285
 RF0285.The geoid height was determined by GEOID03.
 RF0285
 RF0285.The dynamic height is computed by dividing the NAVD 88
 RF0285.geopotential number by the normal gravity value computed on the
 RF0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0285.degrees latitude (g = 980.6199 gals.).
 RF0285
 RF0285.The modeled gravity was interpolated from observed gravity values.
 RF0285
 RF0285;                    North         East    Units  Estimated Accuracy
 RF0285;SPC ME W     -   371,500.      933,440.      MT  (+/- 180 meters Scaled)
 RF0285
 RF0285                          SUPERSEDED SURVEY CONTROL
 RF0285
 RF0285  NGVD 29 (??/??/92)  483.427  (m)         1586.04   (f) ADJ UNCH    2 0
 RF0285
 RF0285.Superseded values are not recommended for survey control.
 RF0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0285.See file dsdata.txt to determine how the superseded data were derived.
 RF0285
 RF0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM433138(NAD 83)
 RF0285_MARKER: DB = BENCH MARK DISK
 RF0285_SETTING: 66 = SET IN ROCK OUTCROP
 RF0285_SP_SET: ROCK LEDGE
 RF0285_STAMPING: C 107 1953
 RF0285_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0285+STABILITY: POSITION/ELEVATION WELL
 RF0285
 RF0285  HISTORY     - Date     Condition        Report By
 RF0285  HISTORY     - 1953     MONUMENTED       CGS
 RF0285
 RF0285                          STATION DESCRIPTION
 RF0285
 RF0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0285'22.2 MI N FROM SEBOOMOOK DAM.
 RF0285'ABOUT 22.2 MILES NORTHWEST AND NORTH ALONG A GRAVEL ROAD LEADING
 RF0285'TO CAUCOMGOMOC LAKE FROM SEBOOMOOK DAM, NEAR THE
 RF0285'SOMERSET-PISCATAQUIS COUNTY LINE, ABOUT 0.15 MILE SOUTHWEST OF
 RF0285'A ROAD SOUTHEAST, SET VERTICALLY IN FACE OF A 12-FOOT BY 6-FOOT
 RF0285'ROCK LEDGE, ABOUT 80 YARDS SOUTHWEST AND UPHILL FROM BOTTOM OF
 RF0285'GRADES, 34 1/2 FEET NORTHWEST OF CENTER LINE OF ROAD, 54 FEET
 RF0285'NORTHEAST OF NORTHWEST END OF A 12-INCH METAL PIPE CULVERT, 25
 RF0285'FEET NORTHEAST OF A TRIANGULAR BLAZED 10-INCH BALSAM TREE, 1 FOOT
 RF0285'ABOVE GROUND AND ABOUT 4 1/2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0196 ***********************************************************************
 RF0196  DESIGNATION -  C 108
 RF0196  PID         -  RF0196
 RF0196  STATE/COUNTY-  ME/PISCATAQUIS
 RF0196  USGS QUAD   -  MOOSELEUK LAKE (1985)
 RF0196
 RF0196                         *CURRENT SURVEY CONTROL
 RF0196  ___________________________________________________________________
 RF0196* NAD 83(1986)-  46 34 00.     (N)    068 55 14.     (W)     SCALED    
 RF0196* NAVD 88     -       344.550  (meters)    1130.41   (feet)  ADJUSTED  
 RF0196  ___________________________________________________________________
 RF0196  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 RF0196  DYNAMIC HT  -         344.569 (meters)    1130.47  (feet)  COMP
 RF0196  MODELED GRAV-     980,661.5   (mgal)                       NAVD 88
 RF0196
 RF0196  VERT ORDER  -  SECOND    CLASS 0
 RF0196
 RF0196.The horizontal coordinates were scaled from a topographic map and have
 RF0196.an estimated accuracy of +/- 6 seconds.
 RF0196
 RF0196.The orthometric height was determined by differential leveling
 RF0196.and adjusted by the National Geodetic Survey in June 1991..
 RF0196
 RF0196.The geoid height was determined by GEOID03.
 RF0196
 RF0196.The dynamic height is computed by dividing the NAVD 88
 RF0196.geopotential number by the normal gravity value computed on the
 RF0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0196.degrees latitude (g = 980.6199 gals.).
 RF0196
 RF0196.The modeled gravity was interpolated from observed gravity values.
 RF0196
 RF0196;                    North         East    Units  Estimated Accuracy
 RF0196;SPC ME E     -   322,340.      267,760.      MT  (+/- 180 meters Scaled)
 RF0196
 RF0196                          SUPERSEDED SURVEY CONTROL
 RF0196
 RF0196  NGVD 29 (??/??/92)  344.739  (m)         1131.03   (f) ADJ UNCH    2 0
 RF0196
 RF0196.Superseded values are not recommended for survey control.
 RF0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0196.See file dsdata.txt to determine how the superseded data were derived.
 RF0196
 RF0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM060570(NAD 83)
 RF0196_MARKER: DB = BENCH MARK DISK
 RF0196_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RF0196_SP_SET: CEDAR TREE
 RF0196_STAMPING: C 108 1953
 RF0196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RF0196
 RF0196  HISTORY     - Date     Condition        Report By
 RF0196  HISTORY     - 1953     MONUMENTED       CGS
 RF0196
 RF0196                          STATION DESCRIPTION
 RF0196
 RF0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0196'30.8 MI W FROM ASHLAND.
 RF0196'0.3 MILE WEST ALONG STATE HIGHWAY 11 FROM THE BANGOR AND
 RF0196'AROOSTOOK RAILROAD STATION AT ASHLAND, THENCE ABOUT 0.6 MILE
 RF0196'SOUTHWEST ALONG A BLACK TOP ROAD, THENCE ABOUT 29.95 MILES WEST
 RF0196'AND SOUTHWEST ALONG A PRIVATE GRAVEL ROAD, ABOUT 0.55 MILE
 RF0196'SOUTH OF A POST MARKING TOWNSHIP LINE T 10 R 9 AND T 11 R 9 AND
 RF0196'THE PISCATAQUIS-AROOSTOOK COUNTY LINE, ABOUT 0.8 MILE SOUTH OF
 RF0196'A BRIDGE OVER BLIND BROOK, ABOUT 85 YARDS NORTHWEST OF THE TOP
 RF0196'OF A GRADE, 28 FEET NORTHEAST OF CENTER LINE OF ROAD, SET
 RF0196'VERTICALLY ABOUT 3 FEET ABOVE GROUND IN THE NORTHWEST FACE OF
 RF0196'A 16-INCH CEDAR TREE AND ABOUT 4 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0348 ***********************************************************************
 RF0348  DESIGNATION -  C 109
 RF0348  PID         -  RF0348
 RF0348  STATE/COUNTY-  ME/AROOSTOOK
 RF0348  USGS QUAD   -  MARY L POND (1986)
 RF0348
 RF0348                         *CURRENT SURVEY CONTROL
 RF0348  ___________________________________________________________________
 RF0348* NAD 83(1986)-  46 42 58.     (N)    069 50 37.     (W)     SCALED    
 RF0348* NAVD 88     -       373.384  (meters)    1225.01   (feet)  ADJUSTED  
 RF0348  ___________________________________________________________________
 RF0348  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 RF0348  DYNAMIC HT  -         373.398 (meters)    1225.06  (feet)  COMP
 RF0348  MODELED GRAV-     980,643.2   (mgal)                       NAVD 88
 RF0348
 RF0348  VERT ORDER  -  SECOND    CLASS 0
 RF0348
 RF0348.The horizontal coordinates were scaled from a topographic map and have
 RF0348.an estimated accuracy of +/- 6 seconds.
 RF0348
 RF0348.The orthometric height was determined by differential leveling
 RF0348.and adjusted by the National Geodetic Survey in June 1991..
 RF0348
 RF0348.The geoid height was determined by GEOID03.
 RF0348
 RF0348.The dynamic height is computed by dividing the NAVD 88
 RF0348.geopotential number by the normal gravity value computed on the
 RF0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0348.degrees latitude (g = 980.6199 gals.).
 RF0348
 RF0348.The modeled gravity was interpolated from observed gravity values.
 RF0348
 RF0348;                    North         East    Units  Estimated Accuracy
 RF0348;SPC ME E     -   339,750.      197,280.      MT  (+/- 180 meters Scaled)
 RF0348
 RF0348                          SUPERSEDED SURVEY CONTROL
 RF0348
 RF0348  NGVD 29 (??/??/92)  373.559  (m)         1225.58   (f) ADJ UNCH    2 0
 RF0348
 RF0348.Superseded values are not recommended for survey control.
 RF0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0348.See file dsdata.txt to determine how the superseded data were derived.
 RF0348
 RF0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM355739(NAD 83)
 RF0348_MARKER: DB = BENCH MARK DISK
 RF0348_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RF0348_SP_SET: CEDAR TREE
 RF0348_STAMPING: C 109 1953
 RF0348_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RF0348
 RF0348  HISTORY     - Date     Condition        Report By
 RF0348  HISTORY     - 1953     MONUMENTED       CGS
 RF0348  HISTORY     - 1955     GOOD             NGS
 RF0348  HISTORY     - 1981     GOOD             NGS
 RF0348
 RF0348                          STATION DESCRIPTION
 RF0348
 RF0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0348'8.2 MI E FROM LAC FRONTIERE.
 RF0348'ABOUT 8.25 MILES EAST ALONG A PRIVATE GRAVEL ROAD LEADING TO
 RF0348'CLAYTON LAKE FROM THE JUNCTION OF ROUTE 24 AT LAC FRONTIER,
 RF0348'ABOUT 0.85 MILE EAST OF A 30-FOOT LOG BRIDGE OVER A STREAM, 97
 RF0348'YARDS WEST OF A SIGN KEEP MAINE GREEN - PREVENT FOREST FIRES, ABOUT
 RF0348'110 YARDS WEST OF A BREAK IN GRADE, 24 FEET SOUTH OF CENTER LINE
 RF0348'OF ROAD, SET VERTICALLY ABOUT 2 FEET ABOVE GROUND IN THE NORTH
 RF0348'FACE OF AN 8-INCH CEDAR TREE WITH OLD SIGN 8 MILES FROM LAC FRONTIERE
 RF0348'TACKED ON TREE AND ABOUT 1 FOOT ABOVE LEVEL OF ROAD.
 RF0348
 RF0348                          STATION RECOVERY (1955)
 RF0348
 RF0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 RF0348'RECOVERED IN GOOD CONDITION.
 RF0348
 RF0348                          STATION RECOVERY (1981)
 RF0348
 RF0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RF0348'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0012 ***********************************************************************
 RF0012  DESIGNATION -  C 11
 RF0012  PID         -  RF0012
 RF0012  STATE/COUNTY-  ME/AROOSTOOK
 RF0012  USGS QUAD   -  SQUA PAN (1986)
 RF0012
 RF0012                         *CURRENT SURVEY CONTROL
 RF0012  ___________________________________________________________________
 RF0012* NAD 83(1986)-  46 35 26.     (N)    068 24 57.     (W)     SCALED    
 RF0012* NAVD 88     -       173.211  (meters)     568.28   (feet)  ADJUSTED  
 RF0012  ___________________________________________________________________
 RF0012  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 RF0012  DYNAMIC HT  -         173.226 (meters)     568.33  (feet)  COMP
 RF0012  MODELED GRAV-     980,698.9   (mgal)                       NAVD 88
 RF0012
 RF0012  VERT ORDER  -  FIRST     CLASS II
 RF0012
 RF0012.The horizontal coordinates were scaled from a topographic map and have
 RF0012.an estimated accuracy of +/- 6 seconds.
 RF0012
 RF0012.The orthometric height was determined by differential leveling
 RF0012.and adjusted by the National Geodetic Survey in June 1991..
 RF0012.WARNING-Repeat measurements at this control monument indicate possible
 RF0012.vertical movement.
 RF0012
 RF0012.The geoid height was determined by GEOID03.
 RF0012
 RF0012.The dynamic height is computed by dividing the NAVD 88
 RF0012.geopotential number by the normal gravity value computed on the
 RF0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0012.degrees latitude (g = 980.6199 gals.).
 RF0012
 RF0012.The modeled gravity was interpolated from observed gravity values.
 RF0012
 RF0012;                    North         East    Units  Estimated Accuracy
 RF0012;SPC ME E     -   324,920.      306,450.      MT  (+/- 180 meters Scaled)
 RF0012
 RF0012                          SUPERSEDED SURVEY CONTROL
 RF0012
 RF0012  NGVD 29 (??/??/92)  173.386  (m)          568.85   (f) ADJ UNCH    1 2
 RF0012
 RF0012.Superseded values are not recommended for survey control.
 RF0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0012.See file dsdata.txt to determine how the superseded data were derived.
 RF0012
 RF0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM447598(NAD 83)
 RF0012_MARKER: DB = BENCH MARK DISK
 RF0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RF0012_STAMPING: 568.851 C 11 1927
 RF0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0012+STABILITY: SURFACE MOTION
 RF0012
 RF0012  HISTORY     - Date     Condition        Report By
 RF0012  HISTORY     - 1927     MONUMENTED       CGS
 RF0012  HISTORY     - 1953     MARK NOT FOUND   USGS
 RF0012
 RF0012                          STATION DESCRIPTION
 RF0012
 RF0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 RF0012'3.1 MI S FROM ASHLAND.
 RF0012'3.1 MILES SOUTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM THE
 RF0012'STATION AT ASHLAND, AROOSTOOK COUNTY, AT SMITH SIDING, 3-1/2
 RF0012'RAILS NORTHWEST OF MILEPOST 40, AT THE NORTHWEST CORNER OF A
 RF0012'ROAD CROSSING, 40.5 FEET NORTHEAST OF THE NORTHEAST RAIL, AND
 RF0012'12 FEET NORTHWEST AND 2 FEET SOUTHWEST OF A RIGHT-OF-WAY FENCE
 RF0012'CORNER.  A STANDARD DISK, STAMPED 568.851 C 11 1927 AND SET IN
 RF0012'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 RF0012
 RF0012                          STATION RECOVERY (1953)
 RF0012
 RF0012'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 RF0012'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0338 ***********************************************************************
 RF0338  DESIGNATION -  C 110
 RF0338  PID         -  RF0338
 RF0338  STATE/COUNTY-  ME/AROOSTOOK
 RF0338  USGS QUAD   -  NINEMILE BRIDGE (1986)
 RF0338
 RF0338                         *CURRENT SURVEY CONTROL
 RF0338  ___________________________________________________________________
 RF0338* NAD 83(1986)-  46 40 54.     (N)    069 41 43.     (W)     SCALED    
 RF0338* NAVD 88     -       350.544  (meters)    1150.08   (feet)  ADJUSTED  
 RF0338  ___________________________________________________________________
 RF0338  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 RF0338  DYNAMIC HT  -         350.560 (meters)    1150.13  (feet)  COMP
 RF0338  MODELED GRAV-     980,650.2   (mgal)                       NAVD 88
 RF0338
 RF0338  VERT ORDER  -  SECOND    CLASS 0
 RF0338
 RF0338.The horizontal coordinates were scaled from a topographic map and have
 RF0338.an estimated accuracy of +/- 6 seconds.
 RF0338
 RF0338.The orthometric height was determined by differential leveling
 RF0338.and adjusted by the National Geodetic Survey in June 1991..
 RF0338
 RF0338.The geoid height was determined by GEOID03.
 RF0338
 RF0338.The dynamic height is computed by dividing the NAVD 88
 RF0338.geopotential number by the normal gravity value computed on the
 RF0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0338.degrees latitude (g = 980.6199 gals.).
 RF0338
 RF0338.The modeled gravity was interpolated from observed gravity values.
 RF0338
 RF0338;                    North         East    Units  Estimated Accuracy
 RF0338;SPC ME E     -   335,730.      208,560.      MT  (+/- 180 meters Scaled)
 RF0338
 RF0338                          SUPERSEDED SURVEY CONTROL
 RF0338
 RF0338  NGVD 29 (??/??/92)  350.725  (m)         1150.67   (f) ADJ UNCH    2 0
 RF0338
 RF0338.Superseded values are not recommended for survey control.
 RF0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0338.See file dsdata.txt to determine how the superseded data were derived.
 RF0338
 RF0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM468700(NAD 83)
 RF0338_MARKER: DB = BENCH MARK DISK
 RF0338_SETTING: 80 = SET IN A BOULDER
 RF0338_SP_SET: BOULDER
 RF0338_STAMPING: C 110 1953
 RF0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0338+STABILITY: SURFACE MOTION
 RF0338
 RF0338  HISTORY     - Date     Condition        Report By
 RF0338  HISTORY     - 1953     MONUMENTED       CGS
 RF0338
 RF0338                          STATION DESCRIPTION
 RF0338
 RF0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0338'10.2 MI NW FROM CLAYTON LAKE.
 RF0338'ABOUT 10.15 MILES NORTHWEST ALONG A PRIVATE GRAVEL ROAD LEADING
 RF0338'TO LAC FRONTIERE FROM THE POST OFFICE AT CLAYTON LAKE, ABOUT
 RF0338'2.15 MILES SOUTHEAST OF BRIDGE OVER SAINT JOHN RIVER, AT THE TOP
 RF0338'OF A LOW HILL, IN THE TOP OF THE SOUTHWEST CORNER OF A LARGE
 RF0338'SQUARE BOULDER PROJECTING ABOUT 2 1/2 FEET, 116 FEET NORTHEAST
 RF0338'OF CENTER LINE OF ROAD, 102 1/2 FEET EAST OF THE FIRST TELEPHONE
 RF0338'POLE SOUTHEAST OF TOP OF HILL AND ABOUT LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0643 ***********************************************************************
 QG0643  DESIGNATION -  C 111
 QG0643  PID         -  QG0643
 QG0643  STATE/COUNTY-  ME/PISCATAQUIS
 QG0643  USGS QUAD   -  FARRAR MOUNTAIN (1982)
 QG0643
 QG0643                         *CURRENT SURVEY CONTROL
 QG0643  ___________________________________________________________________
 QG0643* NAD 83(1986)-  45 43 34.     (N)    069 22 05.     (W)     SCALED    
 QG0643* NAVD 88     -       417.412  (meters)    1369.46   (feet)  ADJUSTED  
 QG0643  ___________________________________________________________________
 QG0643  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 QG0643  DYNAMIC HT  -         417.400 (meters)    1369.42  (feet)  COMP
 QG0643  MODELED GRAV-     980,572.7   (mgal)                       NAVD 88
 QG0643
 QG0643  VERT ORDER  -  SECOND    CLASS 0
 QG0643
 QG0643.The horizontal coordinates were scaled from a topographic map and have
 QG0643.an estimated accuracy of +/- 6 seconds.
 QG0643
 QG0643.The orthometric height was determined by differential leveling
 QG0643.and adjusted by the National Geodetic Survey in June 1991..
 QG0643
 QG0643.The geoid height was determined by GEOID03.
 QG0643
 QG0643.The dynamic height is computed by dividing the NAVD 88
 QG0643.geopotential number by the normal gravity value computed on the
 QG0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0643.degrees latitude (g = 980.6199 gals.).
 QG0643
 QG0643.The modeled gravity was interpolated from observed gravity values.
 QG0643
 QG0643;                    North         East    Units  Estimated Accuracy
 QG0643;SPC ME E     -   229,200.      232,430.      MT  (+/- 180 meters Scaled)
 QG0643
 QG0643                          SUPERSEDED SURVEY CONTROL
 QG0643
 QG0643  NGVD 29 (??/??/92)  417.567  (m)         1369.97   (f) ADJ UNCH    2 0
 QG0643
 QG0643.Superseded values are not recommended for survey control.
 QG0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0643.See file dsdata.txt to determine how the superseded data were derived.
 QG0643
 QG0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL713636(NAD 83)
 QG0643_MARKER: DB = BENCH MARK DISK
 QG0643_SETTING: 80 = SET IN A BOULDER
 QG0643_SP_SET: BOULDER
 QG0643_STAMPING: C 111 1953
 QG0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0643+STABILITY: SURFACE MOTION
 QG0643
 QG0643  HISTORY     - Date     Condition        Report By
 QG0643  HISTORY     - 1953     MONUMENTED       CGS
 QG0643
 QG0643                          STATION DESCRIPTION
 QG0643
 QG0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0643'6.1 MI NE FROM KOKADJO.
 QG0643'6.1 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 QG0643'KOKADJO, ABOUT 0.9 MILE NORTHEAST OF ENTRANCE TO PRIVATE PROPERTY
 QG0643'OF GREAT NORTHERN PAPER COMPANY, ON THE OUTSIDE OF A LONG CURVE
 QG0643'WITH TANGENTS EXTENDING NORTH AND WEST-NORTHWEST, 31 FEET SOUTHEAST
 QG0643'OF CENTER LINE OF ROAD, 52 FEET SOUTHWEST OF TELEPHONE POLE NO.
 QG0643'11/450, 34 FEET WEST OF A TRIANGULAR BLAZED 8-INCH BALSAM TREE,
 QG0643'30 FEET NORTH OF A TRIANGULAR BLAZED 8-INCH BALSAM TREE, 223 FEET
 QG0643'EAST-NORTHEAST OF SOUTHEAST END OF AN 18-INCH PIPE CULVERT, IN
 QG0643'THE TOP AND 1 FOOT SOUTHWEST OF HIGHEST PART OF A 4 BY 5-FOOT
 QG0643'BOULDER PROJECTING 1 FOOT AND ABOUT 2 FEET BELOW LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0054 ***********************************************************************
 RG0054  DESIGNATION -  C 112
 RG0054  PID         -  RG0054
 RG0054  STATE/COUNTY-  ME/SOMERSET
 RG0054  USGS QUAD   -  HARDWOOD MOUNTAIN SE (1989)
 RG0054
 RG0054                         *CURRENT SURVEY CONTROL
 RG0054  ___________________________________________________________________
 RG0054* NAD 83(1986)-  46 16 31.     (N)    070 01 55.     (W)     SCALED    
 RG0054* NAVD 88     -       476.669  (meters)    1563.87   (feet)  ADJUSTED  
 RG0054  ___________________________________________________________________
 RG0054  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 RG0054  DYNAMIC HT  -         476.664 (meters)    1563.86  (feet)  COMP
 RG0054  MODELED GRAV-     980,588.4   (mgal)                       NAVD 88
 RG0054
 RG0054  VERT ORDER  -  SECOND    CLASS 0
 RG0054
 RG0054.The horizontal coordinates were scaled from a topographic map and have
 RG0054.an estimated accuracy of +/- 6 seconds.
 RG0054
 RG0054.The orthometric height was determined by differential leveling
 RG0054.and adjusted by the National Geodetic Survey in June 1991..
 RG0054
 RG0054.The geoid height was determined by GEOID03.
 RG0054
 RG0054.The dynamic height is computed by dividing the NAVD 88
 RG0054.geopotential number by the normal gravity value computed on the
 RG0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RG0054.degrees latitude (g = 980.6199 gals.).
 RG0054
 RG0054.The modeled gravity was interpolated from observed gravity values.
 RG0054
 RG0054;                    North         East    Units  Estimated Accuracy
 RG0054;SPC ME W     -   382,480.      910,380.      MT  (+/- 180 meters Scaled)
 RG0054
 RG0054                          SUPERSEDED SURVEY CONTROL
 RG0054
 RG0054  NGVD 29 (??/??/92)  476.819  (m)         1564.36   (f) ADJ UNCH    2 0
 RG0054
 RG0054.Superseded values are not recommended for survey control.
 RG0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0054.See file dsdata.txt to determine how the superseded data were derived.
 RG0054
 RG0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM204251(NAD 83)
 RG0054_MARKER: DB = BENCH MARK DISK
 RG0054_SETTING: 66 = SET IN ROCK OUTCROP
 RG0054_SP_SET: ROCK LEDGE
 RG0054_STAMPING: C 112 1953
 RG0054_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RG0054+STABILITY: POSITION/ELEVATION WELL
 RG0054
 RG0054  HISTORY     - Date     Condition        Report By
 RG0054  HISTORY     - 1953     MONUMENTED       CGS
 RG0054  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RG0054
 RG0054                          STATION DESCRIPTION
 RG0054
 RG0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RG0054'19.9 MI NE FROM STE AURELIE.
 RG0054'19.9 MILES NORTHEAST AND EAST ALONG A GRAVEL ROAD LEADING TO
 RG0054'FRANCIS LAKE FROM THE CHURCH AT STE AURELIE, IN THE TOP OF AN
 RG0054'OUTCROPPING ROCK LEDGE WITH 1 BY 2-FOOT EXPOSED SURFACE, 21
 RG0054'FEET EAST-SOUTHEAST OF CENTER LINE OF ROAD, 69 1/2 FEET SOUTHEAST
 RG0054'AND ACROSS ROAD FROM A TRIANGULAR BLAZED 12-INCH TWIN MAPLE TREE,
 RG0054'28 FEET WEST-SOUTHWEST OF A TRIANGULAR BLAZED 7-INCH BIRCH TREE
 RG0054'AND ABOUT LEVEL WITH ROAD.
 RG0054
 RG0054                          STATION RECOVERY (1985)
 RG0054
 RG0054'RECOVERY NOTE BY US POWER SQUADRON 1985 (LEP)
 RG0054'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0257 ***********************************************************************
 RF0257  DESIGNATION -  C 113
 RF0257  PID         -  RF0257
 RF0257  STATE/COUNTY-  ME/SOMERSET
 RF0257  USGS QUAD   -  TURNER POND (1989)
 RF0257
 RF0257                         *CURRENT SURVEY CONTROL
 RF0257  ___________________________________________________________________
 RF0257* NAD 83(1986)-  46 17 43.     (N)    069 51 07.     (W)     SCALED    
 RF0257* NAVD 88     -       378.579  (meters)    1242.05   (feet)  ADJUSTED  
 RF0257  ___________________________________________________________________
 RF0257  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 RF0257  DYNAMIC HT  -         378.573 (meters)    1242.03  (feet)  COMP
 RF0257  MODELED GRAV-     980,589.2   (mgal)                       NAVD 88
 RF0257
 RF0257  VERT ORDER  -  SECOND    CLASS 0
 RF0257
 RF0257.The horizontal coordinates were scaled from a topographic map and have
 RF0257.an estimated accuracy of +/- 6 seconds.
 RF0257
 RF0257.The orthometric height was determined by differential leveling
 RF0257.and adjusted by the National Geodetic Survey in June 1991..
 RF0257
 RF0257.The geoid height was determined by GEOID03.
 RF0257
 RF0257.The dynamic height is computed by dividing the NAVD 88
 RF0257.geopotential number by the normal gravity value computed on the
 RF0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0257.degrees latitude (g = 980.6199 gals.).
 RF0257
 RF0257.The modeled gravity was interpolated from observed gravity values.
 RF0257
 RF0257;                    North         East    Units  Estimated Accuracy
 RF0257;SPC ME W     -   384,740.      924,250.      MT  (+/- 180 meters Scaled)
 RF0257
 RF0257                          SUPERSEDED SURVEY CONTROL
 RF0257
 RF0257  NGVD 29 (??/??/92)  378.732  (m)         1242.56   (f) ADJ UNCH    2 0
 RF0257
 RF0257.Superseded values are not recommended for survey control.
 RF0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0257.See file dsdata.txt to determine how the superseded data were derived.
 RF0257
 RF0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM343272(NAD 83)
 RF0257_MARKER: DB = BENCH MARK DISK
 RF0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RF0257_STAMPING: C 113 1953
 RF0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0257+STABILITY: SURFACE MOTION
 RF0257
 RF0257  HISTORY     - Date     Condition        Report By
 RF0257  HISTORY     - 1953     MONUMENTED       CGS
 RF0257  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RF0257
 RF0257                          STATION DESCRIPTION
 RF0257
 RF0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0257'29.6 MI NE FROM STE AURELIE.
 RF0257'ABOUT 29.6 MILES NORTHEAST AND EAST ALONG A GRAVEL ROAD LEADING
 RF0257'TO FRANCIS LAKE FROM THE CHURCH AT STE AURELIE, ABOUT 0.15 MILE
 RF0257'EAST OF A 30-FOOT WOODEN BRIDGE OVER A SMALL STREAM, ABOUT 0.15
 RF0257'MILE WEST OF ENTRANCE TO A GRAVEL PIT NORTH OF ROAD, 34 FEET
 RF0257'SOUTH OF CENTER LINE OF ROAD, 146 FEET SOUTHEAST AND ACROSS
 RF0257'ROAD FROM A TRIANGULAR BLAZED 10-INCH SPRUCE TREE, 81 FEET
 RF0257'SOUTH-SOUTHWEST AND ACROSS ROAD FROM A TRIANGULAR BLAZED 9-INCH
 RF0257'SPRUCE TREE, 1 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 RF0257'ABOUT 1 FOOT BELOW LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE
 RF0257'POST PROJECTING 4 INCHES.
 RF0257
 RF0257                          STATION RECOVERY (1985)
 RF0257
 RF0257'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLM)
 RF0257'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0340 ***********************************************************************
 QG0340  DESIGNATION -  C 114
 QG0340  PID         -  QG0340
 QG0340  STATE/COUNTY-  ME/PISCATAQUIS
 QG0340  USGS QUAD   -  MILO SOUTH (1983)
 QG0340
 QG0340                         *CURRENT SURVEY CONTROL
 QG0340  ___________________________________________________________________
 QG0340* NAD 83(1986)-  45 10 45.     (N)    068 52 36.     (W)     SCALED    
 QG0340* NAVD 88     -        85.667  (meters)     281.06   (feet)  ADJUSTED  
 QG0340  ___________________________________________________________________
 QG0340  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 QG0340  DYNAMIC HT  -          85.666 (meters)     281.06  (feet)  COMP
 QG0340  MODELED GRAV-     980,603.2   (mgal)                       NAVD 88
 QG0340
 QG0340  VERT ORDER  -  FIRST     CLASS II
 QG0340
 QG0340.The horizontal coordinates were scaled from a topographic map and have
 QG0340.an estimated accuracy of +/- 6 seconds.
 QG0340
 QG0340.The orthometric height was determined by differential leveling
 QG0340.and adjusted by the National Geodetic Survey in June 1991..
 QG0340
 QG0340.The geoid height was determined by GEOID03.
 QG0340
 QG0340.The dynamic height is computed by dividing the NAVD 88
 QG0340.geopotential number by the normal gravity value computed on the
 QG0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0340.degrees latitude (g = 980.6199 gals.).
 QG0340
 QG0340.The modeled gravity was interpolated from observed gravity values.
 QG0340
 QG0340;                    North         East    Units  Estimated Accuracy
 QG0340;SPC ME E     -   168,120.      270,400.      MT  (+/- 180 meters Scaled)
 QG0340
 QG0340                          SUPERSEDED SURVEY CONTROL
 QG0340
 QG0340  NGVD 29 (??/??/92)   85.854  (m)          281.67   (f) ADJ UNCH    1 2
 QG0340
 QG0340.Superseded values are not recommended for survey control.
 QG0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0340.See file dsdata.txt to determine how the superseded data were derived.
 QG0340
 QG0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL096028(NAD 83)
 QG0340_MARKER: DB = BENCH MARK DISK
 QG0340_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QG0340_SP_SET: CULVERT
 QG0340_STAMPING: C 114 1953
 QG0340_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG0340
 QG0340  HISTORY     - Date     Condition        Report By
 QG0340  HISTORY     - 1953     MONUMENTED       CGS
 QG0340  HISTORY     - 1978     GOOD             NGS
 QG0340
 QG0340                          STATION DESCRIPTION
 QG0340
 QG0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0340'1.8 MI NW FROM LAGRANGE.
 QG0340'1.85 MILES NORTHWEST ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 QG0340'THE STATION AT LAGRANGE, ABOUT 0.35 MILE NORTHWEST OF MILE POST
 QG0340'59, ABOUT 4 RAILS NORTHWEST OF A DIM ROAD CROSSING, ABOUT 0.85
 QG0340'MILE SOUTHEAST OF SMALL VILLAGE OF BOYD LAKE, ON THE OUTSIDE OF A
 QG0340'LONG CURVE WITH TANGENTS EXTENDING SOUTH AND NORTHWEST, IN THE
 QG0340'TOP OF THE NORTHWEST END OF THE CONCRETE HEAD WALL OF A 6-FOOT
 QG0340'STONE CULVERT, 6 1/2 FEET NORTHEAST OF NORTHEAST RAIL, 2 FEET
 QG0340'SOUTHEAST OF NORTHWEST END OF HEAD WALL AND ABOUT 2 FEET BELOW
 QG0340'LEVEL OF TRACK.
 QG0340
 QG0340                          STATION RECOVERY (1978)
 QG0340
 QG0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0340'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SE0014 ***********************************************************************
 SE0014  DESIGNATION -  C 115
 SE0014  PID         -  SE0014
 SE0014  STATE/COUNTY-  ME/AROOSTOOK
 SE0014  USGS QUAD   -  DOYLE RIDGE (1986)
 SE0014
 SE0014                         *CURRENT SURVEY CONTROL
 SE0014  ___________________________________________________________________
 SE0014* NAD 83(1986)-  47 03 04.     (N)    067 59 49.     (W)     SCALED    
 SE0014* NAVD 88     -       270.001  (meters)     885.83   (feet)  ADJUSTED  
 SE0014  ___________________________________________________________________
 SE0014  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 SE0014  DYNAMIC HT  -         270.033 (meters)     885.93  (feet)  COMP
 SE0014  MODELED GRAV-     980,724.6   (mgal)                       NAVD 88
 SE0014
 SE0014  VERT ORDER  -  SECOND    CLASS 0
 SE0014
 SE0014.The horizontal coordinates were scaled from a topographic map and have
 SE0014.an estimated accuracy of +/- 6 seconds.
 SE0014
 SE0014.The orthometric height was determined by differential leveling
 SE0014.and adjusted by the National Geodetic Survey in June 1991..
 SE0014
 SE0014.The geoid height was determined by GEOID03.
 SE0014
 SE0014.The dynamic height is computed by dividing the NAVD 88
 SE0014.geopotential number by the normal gravity value computed on the
 SE0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SE0014.degrees latitude (g = 980.6199 gals.).
 SE0014
 SE0014.The modeled gravity was interpolated from observed gravity values.
 SE0014
 SE0014;                    North         East    Units  Estimated Accuracy
 SE0014;SPC ME E     -   376,230.      338,220.      MT  (+/- 180 meters Scaled)
 SE0014
 SE0014                          SUPERSEDED SURVEY CONTROL
 SE0014
 SE0014  NGVD 29 (??/??/92)  270.169  (m)          886.38   (f) ADJ UNCH    2 0
 SE0014
 SE0014.Superseded values are not recommended for survey control.
 SE0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SE0014.See file dsdata.txt to determine how the superseded data were derived.
 SE0014
 SE0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN761113(NAD 83)
 SE0014_MARKER: P = PIPE CAP
 SE0014_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SE0014_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SE0014_STAMPING: C 115 1953
 SE0014_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SE0014
 SE0014  HISTORY     - Date     Condition        Report By
 SE0014  HISTORY     - 1953     MONUMENTED       CGS
 SE0014
 SE0014                          STATION DESCRIPTION
 SE0014
 SE0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 SE0014'8.2 MI S FROM VAN BUREN.
 SE0014'8.25 MILES SOUTH ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 SE0014'VAN BUREN, 39 1/2 FEET WEST OF CENTER LINE OF HIGHWAY, 292 FEET
 SE0014'SOUTH OF THE TOP OF A GRADE DECENDING SOUTH, 40 FEET
 SE0014'WEST-NORTHWEST OF CENTER OF JUNCTION OF A LOGGING ROAD LEADING
 SE0014'NORTHWEST, 33 FEET NORTH-NORTHWEST OF TELEPHONE POLE 604, 27
 SE0014'FEET SOUTHWEST OF CENTER LINE OF LOGGING ROAD NORTHWEST, ABOUT
 SE0014'4 1/2 FEET ABOVE LEVEL OF HIGHWAY AND IS A DISK WELDED ON TOP
 SE0014'OF A 3-INCH IRON PIPE PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0303 ***********************************************************************
 RF0303  DESIGNATION -  C 116
 RF0303  PID         -  RF0303
 RF0303  STATE/COUNTY-  ME/SOMERSET
 RF0303  USGS QUAD   -  BAKER LAKE (1989)
 RF0303
 RF0303                         *CURRENT SURVEY CONTROL
 RF0303  ___________________________________________________________________
 RF0303* NAD 83(1986)-  46 18 54.     (N)    069 56 19.     (W)     SCALED    
 RF0303* NAVD 88     -       360.214  (meters)    1181.80   (feet)  ADJUSTED  
 RF0303  ___________________________________________________________________
 RF0303  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 RF0303  DYNAMIC HT  -         360.211 (meters)    1181.79  (feet)  COMP
 RF0303  MODELED GRAV-     980,597.0   (mgal)                       NAVD 88
 RF0303
 RF0303  VERT ORDER  -  SECOND    CLASS 0
 RF0303
 RF0303.The horizontal coordinates were scaled from a topographic map and have
 RF0303.an estimated accuracy of +/- 6 seconds.
 RF0303
 RF0303.The orthometric height was determined by differential leveling
 RF0303.and adjusted by the National Geodetic Survey in June 1991..
 RF0303
 RF0303.The geoid height was determined by GEOID03.
 RF0303
 RF0303.The dynamic height is computed by dividing the NAVD 88
 RF0303.geopotential number by the normal gravity value computed on the
 RF0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0303.degrees latitude (g = 980.6199 gals.).
 RF0303
 RF0303.The modeled gravity was interpolated from observed gravity values.
 RF0303
 RF0303;                    North         East    Units  Estimated Accuracy
 RF0303;SPC ME W     -   386,910.      917,570.      MT  (+/- 180 meters Scaled)
 RF0303
 RF0303                          SUPERSEDED SURVEY CONTROL
 RF0303
 RF0303  NGVD 29 (??/??/92)  360.373  (m)         1182.32   (f) ADJ UNCH    2 0
 RF0303
 RF0303.Superseded values are not recommended for survey control.
 RF0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0303.See file dsdata.txt to determine how the superseded data were derived.
 RF0303
 RF0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM277294(NAD 83)
 RF0303_MARKER: DB = BENCH MARK DISK
 RF0303_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RF0303_SP_SET: FIR TREE
 RF0303_STAMPING: C 116 1953
 RF0303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RF0303
 RF0303  HISTORY     - Date     Condition        Report By
 RF0303  HISTORY     - 1953     MONUMENTED       CGS
 RF0303
 RF0303                          STATION DESCRIPTION
 RF0303
 RF0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0303'1.9 MI N FROM BAKER LAKE.
 RF0303'ABOUT 1.9 MILES NORTH ALONG A DIM TRAIL FOLLOWING A TELEPHONE
 RF0303'LINE FROM THE BRIDGE OVER BAKER BRANCH AT BAKER LAKE, ABOUT 0.8
 RF0303'MILE SOUTH OF CROSSING OF A ROCKY STREAM, SET VERTICALLY IN THE
 RF0303'NORTH FACE OF A 10-INCH FIR TREE WHICH IS ON WEST SIDE OF TRAIL
 RF0303'AND HAS A TELEPHONE WIRE TACKED TO IT, ABOUT 3 FEET ABOVE
 RF0303'GROUND, 12 FEET NORTHWEST AND ACROSS TRAIL FROM A TRIANGULAR
 RF0303'BLAZED 8-INCH SPRUCE TREE, AND 1 FOOT BELOW A TRIANGULAR BLAZE
 RF0303'IN NORTH FACE OF TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0715 ***********************************************************************
 QG0715  DESIGNATION -  C 118
 QG0715  PID         -  QG0715
 QG0715  STATE/COUNTY-  ME/PISCATAQUIS
 QG0715  USGS QUAD   -  BROWNVILLE JUNCTION (1988)
 QG0715
 QG0715                         *CURRENT SURVEY CONTROL
 QG0715  ___________________________________________________________________
 QG0715* NAD 83(1986)-  45 20 31.     (N)    069 03 34.     (W)     SCALED    
 QG0715* NAVD 88     -       119.579  (meters)     392.32   (feet)  POSTED    
 QG0715  ___________________________________________________________________
 QG0715  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 QG0715  DYNAMIC HT  -         119.580 (meters)     392.32  (feet)  COMP
 QG0715  MODELED GRAV-     980,598.2   (mgal)                       NAVD 88
 QG0715
 QG0715  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 QG0715
 QG0715.The horizontal coordinates were scaled from a topographic map and have
 QG0715.an estimated accuracy of +/- 6 seconds.
 QG0715
 QG0715.The orthometric height was determined by differential leveling
 QG0715.and adjusted by the National Geodetic Survey in 1992..
 QG0715.No vertical observational check was made to the station.
 QG0715.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 QG0715.was located on a no-check spur therefore a value was not computed.
 QG0715
 QG0715.The geoid height was determined by GEOID03.
 QG0715
 QG0715.The dynamic height is computed by dividing the NAVD 88
 QG0715.geopotential number by the normal gravity value computed on the
 QG0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0715.degrees latitude (g = 980.6199 gals.).
 QG0715
 QG0715.The modeled gravity was interpolated from observed gravity values.
 QG0715
 QG0715;                    North         East    Units  Estimated Accuracy
 QG0715;SPC ME E     -   186,290.      256,160.      MT  (+/- 180 meters Scaled)
 QG0715
 QG0715                          SUPERSEDED SURVEY CONTROL
 QG0715
 QG0715  NGVD 29 (??/??/92)  119.754  (m)          392.89   (f) ADJ UNCH    1 2
 QG0715
 QG0715.Superseded values are not recommended for survey control.
 QG0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0715.See file dsdata.txt to determine how the superseded data were derived.
 QG0715
 QG0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL953209(NAD 83)
 QG0715_MARKER: DB = BENCH MARK DISK
 QG0715_SETTING: 66 = SET IN ROCK OUTCROP
 QG0715_SP_SET: BEDROCK
 QG0715_STAMPING: C 118 1953
 QG0715_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0715+STABILITY: POSITION/ELEVATION WELL
 QG0715
 QG0715  HISTORY     - Date     Condition        Report By
 QG0715  HISTORY     - 1953     MONUMENTED       CGS
 QG0715
 QG0715                          STATION DESCRIPTION
 QG0715
 QG0715'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0715'0.6 MI SE FROM BROWNVILLE JUNCTION.
 QG0715'0.6 MILE SOUTHEAST ALONG A SPUR TRACK OF BANGOR AND AROOSTOOK
 QG0715'RAILROAD LEADING TO BROWNVILLE FROM THE JUNCTION OF THE CANADIAN
 QG0715'PACIFIC RAILWAY AT BROWNVILLE JUNCTION, ABOUT 567 YARDS NORTH OF
 QG0715'MILE POST K 3, ABOUT 50 YARDS NORTH OF A CURVE IN TRACK, IN
 QG0715'THE TOP OF BEDROCK IN DITCH, AT CROSSING OF DITCH AND A FOOT
 QG0715'PATH, 13 FEET EAST OF EAST RAIL AND ABOUT 1 FOOT BELOW LEVEL OF
 QG0715'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0001 ***********************************************************************
 OC0001  DESIGNATION -  C 121
 OC0001  PID         -  OC0001
 OC0001  STATE/COUNTY-  ME/CUMBERLAND
 OC0001  USGS QUAD   -  PORTLAND WEST (1978)
 OC0001
 OC0001                         *CURRENT SURVEY CONTROL
 OC0001  ___________________________________________________________________
 OC0001* NAD 83(1986)-  43 39 00.     (N)    070 15 29.     (W)     SCALED    
 OC0001* NAVD 88     -         4.547  (meters)      14.92   (feet)  ADJUSTED  
 OC0001  ___________________________________________________________________
 OC0001  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 OC0001  DYNAMIC HT  -           4.546 (meters)      14.91  (feet)  COMP
 OC0001  MODELED GRAV-     980,501.6   (mgal)                       NAVD 88
 OC0001
 OC0001  VERT ORDER  -  FIRST     CLASS I
 OC0001
 OC0001.The horizontal coordinates were scaled from a topographic map and have
 OC0001.an estimated accuracy of +/- 6 seconds.
 OC0001
 OC0001.The orthometric height was determined by differential leveling
 OC0001.and adjusted by the National Geodetic Survey in June 1991..
 OC0001
 OC0001.The geoid height was determined by GEOID03.
 OC0001
 OC0001.The dynamic height is computed by dividing the NAVD 88
 OC0001.geopotential number by the normal gravity value computed on the
 OC0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0001.degrees latitude (g = 980.6199 gals.).
 OC0001
 OC0001.The modeled gravity was interpolated from observed gravity values.
 OC0001
 OC0001;                    North         East    Units  Estimated Accuracy
 OC0001;SPC ME W     -    90,730.      892,630.      MT  (+/- 180 meters Scaled)
 OC0001
 OC0001                          SUPERSEDED SURVEY CONTROL
 OC0001
 OC0001  NGVD 29 (??/??/92)    4.765  (m)           15.63   (f) ADJ UNCH    1 1
 OC0001
 OC0001.Superseded values are not recommended for survey control.
 OC0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0001.See file dsdata.txt to determine how the superseded data were derived.
 OC0001
 OC0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ985337(NAD 83)
 OC0001_MARKER: DB = BENCH MARK DISK
 OC0001_SETTING: 66 = SET IN ROCK OUTCROP
 OC0001_SP_SET: ROCK FORMATION
 OC0001_STAMPING: C 121 1955
 OC0001_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC0001+STABILITY: POSITION/ELEVATION WELL
 OC0001
 OC0001  HISTORY     - Date     Condition        Report By
 OC0001  HISTORY     - 1955     MONUMENTED       CGS
 OC0001  HISTORY     - 1966     GOOD             NGS
 OC0001  HISTORY     - 1978     MARK NOT FOUND   DOD
 OC0001  HISTORY     - 19940616 MARK NOT FOUND   USPSQD
 OC0001
 OC0001                          STATION DESCRIPTION
 OC0001
 OC0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 OC0001'AT PORTLAND.
 OC0001'AT PORTLAND, ABOUT 0.6 MILE SOUTHWEST ALONG COMMERCIAL STREET
 OC0001'FROM THE CUSTOMHOUSE, ALONG RAILROAD TRACKS LEADING TO WHARFS,
 OC0001'124 FEET NORTHEAST OF NORTHEAST EDGE OF OVERPASS OF PARK STREET
 OC0001'OVER TRACKS, 187 FEET SOUTHWEST OF SOUTHWEST EDGE OF OVERPASS OF
 OC0001'HIGH STREET OVER TRACKS, 193 FEET NORTHWEST OF NORTHWEST CURB
 OC0001'OF COMMERCIAL STREET, 13 FEET NORTHWEST OF NORTHWEST RAIL OF THE
 OC0001'NORTHWEST ONE OF A GROUP OF TRACKS, IN THE TOP OF SLANTING
 OC0001'SURFACE OF AN IRREGULAR ROCK FORMATION, 1 FOOT SOUTHEAST OF
 OC0001'SOUTHEAST FACE OF A STONE RETAINING WALL, 5 FEET SOUTHWEST OF
 OC0001'LOWER NORTHEAST END OF ROCK FORMATION AND ABOUT 3 1/2 FEET ABOVE
 OC0001'LEVEL OF TRACK.
 OC0001
 OC0001                          STATION RECOVERY (1966)
 OC0001
 OC0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 OC0001'RECOVERED IN GOOD CONDITION.
 OC0001
 OC0001                          STATION RECOVERY (1978)
 OC0001
 OC0001'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 OC0001'MARK NOT FOUND.
 OC0001
 OC0001                          STATION RECOVERY (1994)
 OC0001
 OC0001'RECOVERY NOTE BY US POWER SQUADRON 1994
 OC0001'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0132 ***********************************************************************
 OC0132  DESIGNATION -  C 122
 OC0132  PID         -  OC0132
 OC0132  STATE/COUNTY-  ME/CUMBERLAND
 OC0132  USGS QUAD   -  NORTH WINDHAM (1977)
 OC0132
 OC0132                         *CURRENT SURVEY CONTROL
 OC0132  ___________________________________________________________________
 OC0132* NAD 83(1986)-  43 45 26.     (N)    070 29 25.     (W)     SCALED    
 OC0132* NAVD 88     -        59.683  (meters)     195.81   (feet)  ADJUSTED  
 OC0132  ___________________________________________________________________
 OC0132  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 OC0132  DYNAMIC HT  -          59.674 (meters)     195.78  (feet)  COMP
 OC0132  MODELED GRAV-     980,480.5   (mgal)                       NAVD 88
 OC0132
 OC0132  VERT ORDER  -  FIRST     CLASS II
 OC0132
 OC0132.The horizontal coordinates were scaled from a topographic map and have
 OC0132.an estimated accuracy of +/- 6 seconds.
 OC0132
 OC0132.The orthometric height was determined by differential leveling
 OC0132.and adjusted by the National Geodetic Survey in June 1991..
 OC0132
 OC0132.The geoid height was determined by GEOID03.
 OC0132
 OC0132.The dynamic height is computed by dividing the NAVD 88
 OC0132.geopotential number by the normal gravity value computed on the
 OC0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0132.degrees latitude (g = 980.6199 gals.).
 OC0132
 OC0132.The modeled gravity was interpolated from observed gravity values.
 OC0132
 OC0132;                    North         East    Units  Estimated Accuracy
 OC0132;SPC ME W     -   102,690.      873,940.      MT  (+/- 180 meters Scaled)
 OC0132
 OC0132                          SUPERSEDED SURVEY CONTROL
 OC0132
 OC0132  NGVD 29 (??/??/92)   59.880  (m)          196.46   (f) ADJ UNCH    1 2
 OC0132
 OC0132.Superseded values are not recommended for survey control.
 OC0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0132.See file dsdata.txt to determine how the superseded data were derived.
 OC0132
 OC0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ800459(NAD 83)
 OC0132_MARKER: DB = BENCH MARK DISK
 OC0132_SETTING: 80 = SET IN A BOULDER
 OC0132_SP_SET: BOULDER
 OC0132_STAMPING: C 122 1955
 OC0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC0132+STABILITY: SURFACE MOTION
 OC0132
 OC0132  HISTORY     - Date     Condition        Report By
 OC0132  HISTORY     - 1955     MONUMENTED       CGS
 OC0132  HISTORY     - 1976     GOOD             NGS
 OC0132
 OC0132                          STATION DESCRIPTION
 OC0132
 OC0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 OC0132'1.8 MI SE FROM SEBAGO LAKE.
 OC0132'ABOUT 1.8 MILES SOUTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM
 OC0132'THE STATION AT SEBAGO LAKE, ABOUT 0.3 MILE NORTHWEST OF A NARROW
 OC0132'GRAVEL ROAD CROSSING, ABOUT 1.25 MILES SOUTHEAST OF OVERPASS OF
 OC0132'STATE HIGHWAY 35 OVER THE TRACK, ABOUT 132 YARDS NORTHWEST OF
 OC0132'A PRIVATE FIELD ROAD CROSSING, NEAR THE NORTHWEST END OF A CUT,
 OC0132'IN THE TOP OF A 1 1/2 BY 1 1/2 FOOT BY 1/2 FOOT HIGH EXPOSED PART OF A
 OC0132'BURIED BOULDER, 12 1/2 FEET SOUTHWEST OF SOUTHWEST RAIL AND
 OC0132'ABOUT 1/2 FOOT BELOW LEVEL OF TRACK.
 OC0132
 OC0132                          STATION RECOVERY (1976)
 OC0132
 OC0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0132'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0543 ***********************************************************************
 OC0543  DESIGNATION -  C 123
 OC0543  PID         -  OC0543
 OC0543  STATE/COUNTY-  ME/CUMBERLAND
 OC0543  USGS QUAD   -  STEEP FALLS (1983)
 OC0543
 OC0543                         *CURRENT SURVEY CONTROL
 OC0543  ___________________________________________________________________
 OC0543* NAD 83(1986)-  43 47 57.     (N)    070 40 47.     (W)     SCALED    
 OC0543* NAVD 88     -        87.791  (meters)     288.03   (feet)  ADJUSTED  
 OC0543  ___________________________________________________________________
 OC0543  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 OC0543  DYNAMIC HT  -          87.778 (meters)     287.99  (feet)  COMP
 OC0543  MODELED GRAV-     980,463.6   (mgal)                       NAVD 88
 OC0543
 OC0543  VERT ORDER  -  FIRST     CLASS II
 OC0543
 OC0543.The horizontal coordinates were scaled from a topographic map and have
 OC0543.an estimated accuracy of +/- 6 seconds.
 OC0543
 OC0543.The orthometric height was determined by differential leveling
 OC0543.and adjusted by the National Geodetic Survey in June 1991..
 OC0543
 OC0543.The geoid height was determined by GEOID03.
 OC0543
 OC0543.The dynamic height is computed by dividing the NAVD 88
 OC0543.geopotential number by the normal gravity value computed on the
 OC0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0543.degrees latitude (g = 980.6199 gals.).
 OC0543
 OC0543.The modeled gravity was interpolated from observed gravity values.
 OC0543
 OC0543;                    North         East    Units  Estimated Accuracy
 OC0543;SPC ME W     -   107,430.      858,710.      MT  (+/- 180 meters Scaled)
 OC0543
 OC0543                          SUPERSEDED SURVEY CONTROL
 OC0543
 OC0543  NGVD 29 (??/??/92)   87.973  (m)          288.62   (f) ADJ UNCH    1 2
 OC0543
 OC0543.Superseded values are not recommended for survey control.
 OC0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0543.See file dsdata.txt to determine how the superseded data were derived.
 OC0543
 OC0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ648509(NAD 83)
 OC0543_MARKER: DB = BENCH MARK DISK
 OC0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC0543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OC0543_STAMPING: C 123 1955
 OC0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC0543+STABILITY: SURFACE MOTION
 OC0543
 OC0543  HISTORY     - Date     Condition        Report By
 OC0543  HISTORY     - 1955     MONUMENTED       CGS
 OC0543  HISTORY     - 1976     GOOD             NGS
 OC0543  HISTORY     - 20050606 MARK NOT FOUND   GEOCAC
 OC0543
 OC0543                          STATION DESCRIPTION
 OC0543
 OC0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 OC0543'1.9 MI W FROM STEEP FALLS.
 OC0543'1.6 MILES WEST ALONG THE MAINE CENTRAL RAILROAD FROM THE STATION
 OC0543'AT STEEP FALLS, THENCE ABOUT 0.3 MILE SOUTH ALONG A DIRT ROAD
 OC0543'LEADING TO BALDWIN AIRPORT, AT THE AIRPORT, 15 FEET SOUTHEAST OF
 OC0543'SOUTH CORNER OF HANGAR, 1.8 FEET SOUTHEAST OF IRON PIPE WIND-SOCK
 OC0543'POLE, ABOUT 140 FEET SOUTHEAST OF NORTH CORNER OF AIRPORT, AND
 OC0543'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 OC0543
 OC0543                          STATION RECOVERY (1976)
 OC0543
 OC0543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0543'RECOVERED IN GOOD CONDITION.
 OC0543
 OC0543                          STATION RECOVERY (2005)
 OC0543
 OC0543'RECOVERY NOTE BY GEOCACHING 2005 (JKS)
 OC0543'DID NOT RECOVER. THIS IS NO LONGER AN AIRPORT, JUST A LARGE FARM
 OC0543'FIELD. THE LISTED REFERENCE POINTS ARE NO LONGER STANDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1478 ***********************************************************************
 PE1478  DESIGNATION -  C 128
 PE1478  PID         -  PE1478
 PE1478  STATE/COUNTY-  ME/KENNEBEC
 PE1478  USGS QUAD   -  CLINTON (1988)
 PE1478
 PE1478                         *CURRENT SURVEY CONTROL
 PE1478  ___________________________________________________________________
 PE1478* NAD 83(1986)-  44 37 43.     (N)    069 32 48.     (W)     SCALED    
 PE1478* NAVD 88     -        67.787  (meters)     222.40   (feet)  ADJUSTED  
 PE1478  ___________________________________________________________________
 PE1478  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 PE1478  DYNAMIC HT  -          67.784 (meters)     222.39  (feet)  COMP
 PE1478  MODELED GRAV-     980,566.2   (mgal)                       NAVD 88
 PE1478
 PE1478  VERT ORDER  -  SECOND    CLASS 0
 PE1478
 PE1478.The horizontal coordinates were scaled from a topographic map and have
 PE1478.an estimated accuracy of +/- 6 seconds.
 PE1478
 PE1478.The orthometric height was determined by differential leveling
 PE1478.and adjusted by the National Geodetic Survey in June 1991..
 PE1478
 PE1478.The geoid height was determined by GEOID03.
 PE1478
 PE1478.The dynamic height is computed by dividing the NAVD 88
 PE1478.geopotential number by the normal gravity value computed on the
 PE1478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1478.degrees latitude (g = 980.6199 gals.).
 PE1478
 PE1478.The modeled gravity was interpolated from observed gravity values.
 PE1478
 PE1478;                    North         East    Units  Estimated Accuracy
 PE1478;SPC ME W     -   199,650.      949,200.      MT  (+/- 180 meters Scaled)
 PE1478
 PE1478                          SUPERSEDED SURVEY CONTROL
 PE1478
 PE1478  NGVD 29 (??/??/92)   67.993  (m)          223.07   (f) ADJ UNCH    2 0
 PE1478
 PE1478.Superseded values are not recommended for survey control.
 PE1478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1478.See file dsdata.txt to determine how the superseded data were derived.
 PE1478
 PE1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK566418(NAD 83)
 PE1478_MARKER: DB = BENCH MARK DISK
 PE1478_SETTING: 80 = SET IN A BOULDER
 PE1478_SP_SET: BOULDER
 PE1478_STAMPING: C 128 1958
 PE1478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1478+STABILITY: SURFACE MOTION
 PE1478
 PE1478  HISTORY     - Date     Condition        Report By
 PE1478  HISTORY     - 1958     MONUMENTED       CGS
 PE1478
 PE1478                          STATION DESCRIPTION
 PE1478
 PE1478'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE1478'4.2 MI NE FROM FAIRFIELD.
 PE1478'ABOUT 3.25 MILES NORTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM
 PE1478'THE STATION AT FAIRFIELD, THENCE 0.95 MILES NORTH ALONG A GRAVEL
 PE1478'ROAD, ABOUT 0.2 MILES NORTH OF A SMALL CEMETERY WEST OF THE ROAD,
 PE1478'SET IN THE TOP OF A LARGE BOULDER WEST OF THE ROAD, 23 FEET WEST
 PE1478'OF THE CENTER LINE OF THE ROAD, 5 1/2 FEET SOUTHWEST OF POWER
 PE1478'POLE 022-29, ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0827 ***********************************************************************
 PE0827  DESIGNATION -  C 129
 PE0827  PID         -  PE0827
 PE0827  STATE/COUNTY-  ME/SOMERSET
 PE0827  USGS QUAD   -  PITTSFIELD (1982)
 PE0827
 PE0827                         *CURRENT SURVEY CONTROL
 PE0827  ___________________________________________________________________
 PE0827* NAD 83(1986)-  44 47 04.     (N)    069 24 22.     (W)     SCALED    
 PE0827* NAVD 88     -        61.414  (meters)     201.49   (feet)  ADJUSTED  
 PE0827  ___________________________________________________________________
 PE0827  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 PE0827  DYNAMIC HT  -          61.411 (meters)     201.48  (feet)  COMP
 PE0827  MODELED GRAV-     980,571.6   (mgal)                       NAVD 88
 PE0827
 PE0827  VERT ORDER  -  SECOND    CLASS 0
 PE0827
 PE0827.The horizontal coordinates were scaled from a topographic map and have
 PE0827.an estimated accuracy of +/- 6 seconds.
 PE0827
 PE0827.The orthometric height was determined by differential leveling
 PE0827.and adjusted by the National Geodetic Survey in June 1991..
 PE0827
 PE0827.The geoid height was determined by GEOID03.
 PE0827
 PE0827.The dynamic height is computed by dividing the NAVD 88
 PE0827.geopotential number by the normal gravity value computed on the
 PE0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0827.degrees latitude (g = 980.6199 gals.).
 PE0827
 PE0827.The modeled gravity was interpolated from observed gravity values.
 PE0827
 PE0827;                    North         East    Units  Estimated Accuracy
 PE0827;SPC ME W     -   217,060.      960,190.      MT  (+/- 180 meters Scaled)
 PE0827
 PE0827                          SUPERSEDED SURVEY CONTROL
 PE0827
 PE0827  NGVD 29 (??/??/92)   61.63   (m)          202.2    (f) COMPUTED    2 0
 PE0827
 PE0827.Superseded values are not recommended for survey control.
 PE0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0827.See file dsdata.txt to determine how the superseded data were derived.
 PE0827
 PE0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK678590(NAD 83)
 PE0827_MARKER: DB = BENCH MARK DISK
 PE0827_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE0827_SP_SET: ABUTMENT
 PE0827_STAMPING: C 129 1958
 PE0827_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0827
 PE0827  HISTORY     - Date     Condition        Report By
 PE0827  HISTORY     - 1958     MONUMENTED       CGS
 PE0827
 PE0827                          STATION DESCRIPTION
 PE0827
 PE0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0827'1.1 MI W FROM PITTSFIELD.
 PE0827'ABOUT 0.2 MILES WEST ALONG STATE HIGHWAY 152 FROM ITS JUNCTION
 PE0827'WITH STATE HIGHWAY 11 AND 100, THENCE 0.9 MILES WEST ALONG A
 PE0827'BLACKTOP ROAD, ABOUT 0.05 MILES EAST OF A POWER TRANSMISSION
 PE0827'LINE, ABOUT 0.2 MILE EAST OF A GRAVEL ROAD NORTH, SET IN THE
 PE0827'TOP OF THE NORTH END OF THE EAST ABUTMENT OF A 10-FOOT CONCRETE
 PE0827'BRIDGE, 12 FEET NORTH OF THE CENTER LINE OF THE ROAD, ABOUT
 PE0827'1/2 FOOT BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0828 ***********************************************************************
 PE0828  DESIGNATION -  C 129 RESET 1963
 PE0828  PID         -  PE0828
 PE0828  STATE/COUNTY-  ME/SOMERSET
 PE0828  USGS QUAD   -  PITTSFIELD (1982)
 PE0828
 PE0828                         *CURRENT SURVEY CONTROL
 PE0828  ___________________________________________________________________
 PE0828* NAD 83(1986)-  44 47 04.     (N)    069 24 22.     (W)     SCALED    
 PE0828* NAVD 88     -        68.46   (meters)     224.6    (feet)  RESET     
 PE0828  ___________________________________________________________________
 PE0828  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 PE0828
 PE0828  VERT ORDER  -  THIRD
 PE0828
 PE0828.The horizontal coordinates were scaled from a topographic map and have
 PE0828.an estimated accuracy of +/- 6 seconds.
 PE0828
 PE0828.The orthometric height was computed from unverified reset data.
 PE0828
 PE0828.The geoid height was determined by GEOID03.
 PE0828
 PE0828;                    North         East    Units  Estimated Accuracy
 PE0828;SPC ME W     -   217,060.      960,190.      MT  (+/- 180 meters Scaled)
 PE0828
 PE0828                          SUPERSEDED SURVEY CONTROL
 PE0828
 PE0828  NGVD 29 (??/??/??)   68.68   (m)          225.3    (f) RESET       3  
 PE0828
 PE0828.Superseded values are not recommended for survey control.
 PE0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0828.See file dsdata.txt to determine how the superseded data were derived.
 PE0828
 PE0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK678590(NAD 83)
 PE0828_MARKER: DB = BENCH MARK DISK
 PE0828_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE0828_SP_SET: ABUTMENT
 PE0828_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0828
 PE0828  HISTORY     - Date     Condition        Report By
 PE0828  HISTORY     - 1963     MONUMENTED       MEHD
 PE0828  HISTORY     - 1963     GOOD             NGS
 PE0828
 PE0828                          STATION DESCRIPTION
 PE0828
 PE0828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 PE0828'1.1 MI W FROM PITTSFIELD.
 PE0828'0.19 MILES WEST ALONG STATE HIGHWAY 152 FROM ITS JUNCTION WITH
 PE0828'STATE HIGHWAY 11 AND 100, THENCE 0.86 MILES WEST ALONG A BLACK
 PE0828'TOP ROAD, 0.21 MILES EAST OF A GRAVEL ROAD NORTH, SET IN LEFT
 PE0828'CONCRETE END POST OF ABUTMENT NO. 1 OF THE SOUTH BOUND INTERSTATE
 PE0828'95 WHICH IS ABOUT 19 FEET ABOVE THE BLACK TOP ROAD.  THIS IS
 PE0828'AT STATION Z 11+08 AND 22.9 FEET LEFT OF THE SOUTH BOUND
 PE0828'CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0527 ***********************************************************************
 QG0527  DESIGNATION -  C 13
 QG0527  PID         -  QG0527
 QG0527  STATE/COUNTY-  ME/PENOBSCOT
 QG0527  USGS QUAD   -  CEDAR LAKE (1989)
 QG0527
 QG0527                         *CURRENT SURVEY CONTROL
 QG0527  ___________________________________________________________________
 QG0527* NAD 83(1986)-  45 35 08.     (N)    068 49 18.     (W)     SCALED    
 QG0527* NAVD 88     -       168.589  (meters)     553.11   (feet)  ADJUSTED  
 QG0527  ___________________________________________________________________
 QG0527  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 QG0527  DYNAMIC HT  -         168.589 (meters)     553.11  (feet)  COMP
 QG0527  MODELED GRAV-     980,612.5   (mgal)                       NAVD 88
 QG0527
 QG0527  VERT ORDER  -  FIRST     CLASS II
 QG0527
 QG0527.The horizontal coordinates were scaled from a topographic map and have
 QG0527.an estimated accuracy of +/- 6 seconds.
 QG0527
 QG0527.The orthometric height was determined by differential leveling
 QG0527.and adjusted by the National Geodetic Survey in June 1991..
 QG0527
 QG0527.The geoid height was determined by GEOID03.
 QG0527
 QG0527.The dynamic height is computed by dividing the NAVD 88
 QG0527.geopotential number by the normal gravity value computed on the
 QG0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0527.degrees latitude (g = 980.6199 gals.).
 QG0527
 QG0527.The modeled gravity was interpolated from observed gravity values.
 QG0527
 QG0527;                    North         East    Units  Estimated Accuracy
 QG0527;SPC ME E     -   213,270.      274,900.      MT  (+/- 180 meters Scaled)
 QG0527
 QG0527                          SUPERSEDED SURVEY CONTROL
 QG0527
 QG0527  NGVD 29 (??/??/92)  168.755  (m)          553.66   (f) ADJ UNCH    1 2
 QG0527
 QG0527.Superseded values are not recommended for survey control.
 QG0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0527.See file dsdata.txt to determine how the superseded data were derived.
 QG0527
 QG0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL139480(NAD 83)
 QG0527_MARKER: DB = BENCH MARK DISK
 QG0527_SETTING: 80 = SET IN A BOULDER
 QG0527_SP_SET: BOULDER
 QG0527_STAMPING: 553.657 C 13 1927
 QG0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0527+STABILITY: SURFACE MOTION
 QG0527
 QG0527  HISTORY     - Date     Condition        Report By
 QG0527  HISTORY     - 1927     MONUMENTED       CGS
 QG0527
 QG0527                          STATION DESCRIPTION
 QG0527
 QG0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 QG0527'3.5 MI S FROM NORCROSS.
 QG0527'3.5 MILES SOUTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM THE
 QG0527'STATION AT NORCROSS, PENOBSCOT COUNTY, 11-1/2 RAILS NORTH OF MILEPOST
 QG0527'96, 29.6 FEET EAST OF THE EAST RAIL, AND IN THE TOP OF A GRANITE
 QG0527'BOULDER ABOUT 8 FEET IN DIAMETER AND PROJECTING ABOUT 3 FEET ABOVE
 QG0527'THE GROUND.  A STANDARD DISK, STAMPED 553.657 C 13 1927.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0727 ***********************************************************************
 PE0727  DESIGNATION -  C 130
 PE0727  PID         -  PE0727
 PE0727  STATE/COUNTY-  ME/PENOBSCOT
 PE0727  USGS QUAD   -  NEWPORT (1982)
 PE0727
 PE0727                         *CURRENT SURVEY CONTROL
 PE0727  ___________________________________________________________________
 PE0727* NAD 83(1986)-  44 49 27.     (N)    069 15 28.     (W)     SCALED    
 PE0727* NAVD 88     -        74.021  (meters)     242.85   (feet)  ADJUSTED  
 PE0727  ___________________________________________________________________
 PE0727  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 PE0727  DYNAMIC HT  -          74.018 (meters)     242.84  (feet)  COMP
 PE0727  MODELED GRAV-     980,574.0   (mgal)                       NAVD 88
 PE0727  OBS GRAVITY -     980,572.7   (mgal)                       GRAV_OBS
 PE0727
 PE0727  VERT ORDER  -  FIRST     CLASS I
 PE0727
 PE0727.The horizontal coordinates were scaled from a topographic map and have
 PE0727.an estimated accuracy of +/- 6 seconds.
 PE0727
 PE0727.The orthometric height was determined by differential leveling
 PE0727.and adjusted by the National Geodetic Survey in June 1991..
 PE0727
 PE0727.The geoid height was determined by GEOID03.
 PE0727
 PE0727.The dynamic height is computed by dividing the NAVD 88
 PE0727.geopotential number by the normal gravity value computed on the
 PE0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0727.degrees latitude (g = 980.6199 gals.).
 PE0727
 PE0727.The modeled gravity was interpolated from observed gravity values.
 PE0727.The observed gravity was obtained from relative gravimeter ties
 PE0727.to the IGSN71 gravity network.
 PE0727
 PE0727;                    North         East    Units  Estimated Accuracy
 PE0727;SPC ME E     -   128,880.      240,080.      MT  (+/- 180 meters Scaled)
 PE0727
 PE0727                          SUPERSEDED SURVEY CONTROL
 PE0727
 PE0727  NGVD 29 (??/??/92)   74.242  (m)          243.58   (f) ADJ UNCH    1 1
 PE0727
 PE0727.Superseded values are not recommended for survey control.
 PE0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0727.See file dsdata.txt to determine how the superseded data were derived.
 PE0727
 PE0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK796634(NAD 83)
 PE0727_MARKER: DB = BENCH MARK DISK
 PE0727_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 PE0727_SP_SET: UNSPECIFIED ROCK
 PE0727_STAMPING: C 130 1958
 PE0727_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0727
 PE0727  HISTORY     - Date     Condition        Report By
 PE0727  HISTORY     - 1958     MONUMENTED       CGS
 PE0727  HISTORY     - 1966     GOOD             NGS
 PE0727  HISTORY     - 1978     GOOD             DOD
 PE0727
 PE0727                          STATION DESCRIPTION
 PE0727
 PE0727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0727'0.9 MI SE FROM NEWPORT.
 PE0727'0.9 MILE SOUTHEAST ALONG U.S. HIGHWAY 2 FROM THE CROSSING OF THE
 PE0727'MAINE CENTRAL RAILROAD AT NEWPORT, 166 FEET WEST OF THE CENTER
 PE0727'OF THE JUNCTION OF A BLACK TOPPED ROAD LEADING SOUTH, IN THE
 PE0727'TOP OF A ROCK THAT THE EXPOSED PORTION IS ABOUT 3-BY-4-FOOT, 66
 PE0727'FEET NORTHWEST OF POWER POLE 4-42-J42, 28 FEET SOUTHWEST OF THE
 PE0727'CENTER LINE OF THE HIGHWAY, 28 FEET SOUTHWEST OF THE CENTER LINE
 PE0727'OF THE HIGHWAY, 16 1/2 FEET WEST OF A PIPE THAT SUPPORTS A SIGN,
 PE0727'AND ABOUT LEVEL WITH THE HIGHWAY.
 PE0727
 PE0727                          STATION RECOVERY (1978)
 PE0727
 PE0727'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE0727'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0782 ***********************************************************************
 PE0782  DESIGNATION -  C 131
 PE0782  PID         -  PE0782
 PE0782  STATE/COUNTY-  ME/PENOBSCOT
 PE0782  USGS QUAD   -  CARMEL (1982)
 PE0782
 PE0782                         *CURRENT SURVEY CONTROL
 PE0782  ___________________________________________________________________
 PE0782* NAD 83(1986)-  44 46 13.     (N)    069 02 22.     (W)     SCALED    
 PE0782* NAVD 88     -        51.216  (meters)     168.03   (feet)  ADJUSTED  
 PE0782  ___________________________________________________________________
 PE0782  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 PE0782  DYNAMIC HT  -          51.214 (meters)     168.02  (feet)  COMP
 PE0782  MODELED GRAV-     980,567.8   (mgal)                       NAVD 88
 PE0782
 PE0782  VERT ORDER  -  SECOND    CLASS 0
 PE0782
 PE0782.The horizontal coordinates were scaled from a topographic map and have
 PE0782.an estimated accuracy of +/- 6 seconds.
 PE0782
 PE0782.The orthometric height was determined by differential leveling
 PE0782.and adjusted by the National Geodetic Survey in June 1991..
 PE0782
 PE0782.The geoid height was determined by GEOID03.
 PE0782
 PE0782.The dynamic height is computed by dividing the NAVD 88
 PE0782.geopotential number by the normal gravity value computed on the
 PE0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0782.degrees latitude (g = 980.6199 gals.).
 PE0782
 PE0782.The modeled gravity was interpolated from observed gravity values.
 PE0782
 PE0782;                    North         East    Units  Estimated Accuracy
 PE0782;SPC ME E     -   122,760.      257,300.      MT  (+/- 180 meters Scaled)
 PE0782
 PE0782                          SUPERSEDED SURVEY CONTROL
 PE0782
 PE0782  NGVD 29 (??/??/92)   51.435  (m)          168.75   (f) ADJ UNCH    2 0
 PE0782
 PE0782.Superseded values are not recommended for survey control.
 PE0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0782.See file dsdata.txt to determine how the superseded data were derived.
 PE0782
 PE0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK968574(NAD 83)
 PE0782_MARKER: DB = BENCH MARK DISK
 PE0782_SETTING: 66 = SET IN ROCK OUTCROP
 PE0782_SP_SET: BEDROCK
 PE0782_STAMPING: C 131 1958
 PE0782_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0782+STABILITY: POSITION/ELEVATION WELL
 PE0782
 PE0782  HISTORY     - Date     Condition        Report By
 PE0782  HISTORY     - 1958     MONUMENTED       CGS
 PE0782  HISTORY     - 1980     GOOD             USGS
 PE0782
 PE0782                          STATION DESCRIPTION
 PE0782
 PE0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0782'2.2 MI SE FROM CARMEL.
 PE0782'0.85 MILES SOUTHEAST ALONG BLACKTOP ROAD FROM THE POST OFFICE
 PE0782'AT CARMEL, THENCE 1.4 MILES SOUTHWEST ALONG GRAVEL ROAD TO A
 PE0782'LARGE BARN WEST OF THE ROAD, SET IN THE TOP OF A 40-FOOT BY
 PE0782'3-FOOT EXPOSED BEDROCK, 85 FEET WEST OF THE CENTER LINE OF THE
 PE0782'ROAD, 18 FEET WEST OF A FENCE LINE, 29 FEET NORTHWEST OF THE
 PE0782'NORTHEAST CORNER OF THE BARN, 33 FEET NORTHEAST OF NORTHWEST
 PE0782'CORNER OF THE BARN, 7 FEET NORTHEAST OF A 24-INCH LONE ELM TREE,
 PE0782'ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
 PE0782
 PE0782                          STATION RECOVERY (1980)
 PE0782
 PE0782'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 PE0782'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0615 ***********************************************************************
 PE0615  DESIGNATION -  C 132
 PE0615  PID         -  PE0615
 PE0615  STATE/COUNTY-  ME/PENOBSCOT
 PE0615  USGS QUAD   -  HERMON (1978)
 PE0615
 PE0615                         *CURRENT SURVEY CONTROL
 PE0615  ___________________________________________________________________
 PE0615* NAD 83(1986)-  44 47 42.     (N)    068 53 15.     (W)     SCALED    
 PE0615* NAVD 88     -        41.483  (meters)     136.10   (feet)  ADJUSTED  
 PE0615  ___________________________________________________________________
 PE0615  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 PE0615  DYNAMIC HT  -          41.481 (meters)     136.09  (feet)  COMP
 PE0615  MODELED GRAV-     980,576.3   (mgal)                       NAVD 88
 PE0615
 PE0615  VERT ORDER  -  FIRST     CLASS I
 PE0615
 PE0615.The horizontal coordinates were scaled from a topographic map and have
 PE0615.an estimated accuracy of +/- 6 seconds.
 PE0615
 PE0615.The orthometric height was determined by differential leveling
 PE0615.and adjusted by the National Geodetic Survey in June 1991..
 PE0615
 PE0615.The geoid height was determined by GEOID03.
 PE0615
 PE0615.The dynamic height is computed by dividing the NAVD 88
 PE0615.geopotential number by the normal gravity value computed on the
 PE0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0615.degrees latitude (g = 980.6199 gals.).
 PE0615
 PE0615.The modeled gravity was interpolated from observed gravity values.
 PE0615
 PE0615;                    North         East    Units  Estimated Accuracy
 PE0615;SPC ME E     -   125,440.      269,340.      MT  (+/- 180 meters Scaled)
 PE0615
 PE0615                          SUPERSEDED SURVEY CONTROL
 PE0615
 PE0615  NGVD 29 (??/??/92)   41.693  (m)          136.79   (f) ADJ UNCH    1 1
 PE0615
 PE0615.Superseded values are not recommended for survey control.
 PE0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0615.See file dsdata.txt to determine how the superseded data were derived.
 PE0615
 PE0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK088601(NAD 83)
 PE0615_MARKER: DB = BENCH MARK DISK
 PE0615_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE0615_SP_SET: BRIDGE WALL
 PE0615_STAMPING: C 132 1958
 PE0615_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0615
 PE0615  HISTORY     - Date     Condition        Report By
 PE0615  HISTORY     - 1958     MONUMENTED       CGS
 PE0615  HISTORY     - 1966     GOOD             NGS
 PE0615
 PE0615                          STATION DESCRIPTION
 PE0615
 PE0615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0615'6.9 MI W FROM BANGOR.
 PE0615'6.9 MILES WEST ALONG THE MAINE CENTRAL RAILROAD FROM THE UNION
 PE0615'STREET BRIDGE OVER THE PENOBSCOT RIVER AT BANGOR, ABOUT 0.1 MILE
 PE0615'WEST OF MILEPOST P130/V121, 92 FEET NORTHWEST OF THE CENTER OF
 PE0615'THE CROSSING OF COLDBROOK ROAD, IN THE TOP OF THE WING WALL AT
 PE0615'THE NORTH CORNER OF A 15-FOOT CONCRETE BRIDGE OVER WHEELER STREAM
 PE0615'AND UNDER COLDBROOK ROAD, 61.6 FEET NORTH OF AND ACROSS THE ROAD
 PE0615'FROM THE NORTH RAIL, 14 FEET NORTHEAST OF THE CENTER LINE OF THE
 PE0615'ROAD, AND ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0551 ***********************************************************************
 PE0551  DESIGNATION -  C 133
 PE0551  PID         -  PE0551
 PE0551  STATE/COUNTY-  ME/PENOBSCOT
 PE0551  USGS QUAD   -  OLD TOWN (1988)
 PE0551
 PE0551                         *CURRENT SURVEY CONTROL
 PE0551  ___________________________________________________________________
 PE0551* NAD 83(1986)-  44 54 39.     (N)    068 41 06.     (W)     SCALED    
 PE0551* NAVD 88     -        32.382  (meters)     106.24   (feet)  ADJUSTED  
 PE0551  ___________________________________________________________________
 PE0551  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 PE0551  DYNAMIC HT  -          32.381 (meters)     106.24  (feet)  COMP
 PE0551  MODELED GRAV-     980,593.3   (mgal)                       NAVD 88
 PE0551
 PE0551  VERT ORDER  -  SECOND    CLASS 0
 PE0551
 PE0551.The horizontal coordinates were scaled from a topographic map and have
 PE0551.an estimated accuracy of +/- 6 seconds.
 PE0551
 PE0551.The orthometric height was determined by differential leveling
 PE0551.and adjusted by the National Geodetic Survey in June 1991..
 PE0551
 PE0551.The geoid height was determined by GEOID03.
 PE0551
 PE0551.The dynamic height is computed by dividing the NAVD 88
 PE0551.geopotential number by the normal gravity value computed on the
 PE0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0551.degrees latitude (g = 980.6199 gals.).
 PE0551
 PE0551.The modeled gravity was interpolated from observed gravity values.
 PE0551
 PE0551;                    North         East    Units  Estimated Accuracy
 PE0551;SPC ME E     -   138,250.      285,390.      MT  (+/- 180 meters Scaled)
 PE0551
 PE0551                          SUPERSEDED SURVEY CONTROL
 PE0551
 PE0551  NGVD 29 (??/??/92)   32.592  (m)          106.93   (f) ADJ UNCH    2 0
 PE0551
 PE0551.Superseded values are not recommended for survey control.
 PE0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0551.See file dsdata.txt to determine how the superseded data were derived.
 PE0551
 PE0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK248730(NAD 83)
 PE0551_MARKER: DB = BENCH MARK DISK
 PE0551_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE0551_SP_SET: BRIDGE
 PE0551_STAMPING: C 133 1958
 PE0551_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0551
 PE0551  HISTORY     - Date     Condition        Report By
 PE0551  HISTORY     - 1958     MONUMENTED       CGS
 PE0551  HISTORY     - 1984     GOOD             USPSQD
 PE0551  HISTORY     - 1988     GOOD             USPSQD
 PE0551  HISTORY     - 1989     GOOD             USPSQD
 PE0551
 PE0551                          STATION DESCRIPTION
 PE0551
 PE0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0551'2 MI N FROM ORONO.
 PE0551'1.8 MILES NORTH ALONG STATE HIGHWAY 16 FROM THE POST OFFICE AT
 PE0551'ORONO, THENCE 0.25 MILES NORTHEAST ALONG STILLWATER ROAD, SET
 PE0551'IN THE TOP OF THE NORTHEAST END OF THE WINGWALL AT THE SOUTHWEST
 PE0551'CORNER OF A 90-FOOT CONCRETE BRIDGE (THE SOUTHWEST ONE OF TWO
 PE0551'BRIDGES), 16 FEET WEST OF THE CENTER LINE OF THE ROAD, ABOUT 1/2
 PE0551'FOOT ABOVE THE LEVEL OF THE ROAD.
 PE0551
 PE0551                          STATION RECOVERY (1984)
 PE0551
 PE0551'RECOVERY NOTE BY US POWER SQUADRON 1984
 PE0551'RECOVERED IN GOOD CONDITION.
 PE0551
 PE0551                          STATION RECOVERY (1988)
 PE0551
 PE0551'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE0551'RECOVERED IN GOOD CONDITION.
 PE0551
 PE0551                          STATION RECOVERY (1989)
 PE0551
 PE0551'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELG)
 PE0551'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0428 ***********************************************************************
 QG0428  DESIGNATION -  C 134
 QG0428  PID         -  QG0428
 QG0428  STATE/COUNTY-  ME/PENOBSCOT
 QG0428  USGS QUAD   -  HOWLAND (1988)
 QG0428
 QG0428                         *CURRENT SURVEY CONTROL
 QG0428  ___________________________________________________________________
 QG0428* NAD 83(1986)-  45 07 54.     (N)    068 39 04.     (W)     SCALED    
 QG0428* NAVD 88     -        47.967  (meters)     157.37   (feet)  ADJUSTED  
 QG0428  ___________________________________________________________________
 QG0428  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 QG0428  DYNAMIC HT  -          47.967 (meters)     157.37  (feet)  COMP
 QG0428  MODELED GRAV-     980,614.2   (mgal)                       NAVD 88
 QG0428
 QG0428  VERT ORDER  -  SECOND    CLASS 0
 QG0428
 QG0428.The horizontal coordinates were scaled from a topographic map and have
 QG0428.an estimated accuracy of +/- 6 seconds.
 QG0428
 QG0428.The orthometric height was determined by differential leveling
 QG0428.and adjusted by the National Geodetic Survey in June 1991..
 QG0428
 QG0428.The geoid height was determined by GEOID03.
 QG0428
 QG0428.The dynamic height is computed by dividing the NAVD 88
 QG0428.geopotential number by the normal gravity value computed on the
 QG0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0428.degrees latitude (g = 980.6199 gals.).
 QG0428
 QG0428.The modeled gravity was interpolated from observed gravity values.
 QG0428
 QG0428;                    North         East    Units  Estimated Accuracy
 QG0428;SPC ME E     -   162,790.      288,110.      MT  (+/- 180 meters Scaled)
 QG0428
 QG0428                          SUPERSEDED SURVEY CONTROL
 QG0428
 QG0428  NGVD 29 (??/??/92)   48.173  (m)          158.05   (f) ADJ UNCH    2 0
 QG0428
 QG0428.Superseded values are not recommended for survey control.
 QG0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0428.See file dsdata.txt to determine how the superseded data were derived.
 QG0428
 QG0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK274976(NAD 83)
 QG0428_MARKER: DB = BENCH MARK DISK
 QG0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0428_STAMPING: C 134 1958
 QG0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0428+STABILITY: SURFACE MOTION
 QG0428
 QG0428  HISTORY     - Date     Condition        Report By
 QG0428  HISTORY     - 1958     MONUMENTED       CGS
 QG0428  HISTORY     - 1981     MARK NOT FOUND   USGS
 QG0428
 QG0428                          STATION DESCRIPTION
 QG0428
 QG0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 QG0428'18.2 MI N FROM OLD TOWN.
 QG0428'2.95 MILES NORTHWEST ALONG STATE HIGHWAY 43 FROM ITS JUNCTION
 QG0428'WITH U.S. HIGHWAY 2 AT OLD TOWN, THENCE 2.25 MILES NORTH ALONG
 QG0428'STATE HIGHWAY 16, THENCE 1I.45 MILES NORTH ALONG STATE HIGHWAY
 QG0428'116, THENCE 0.6 MILES WEST ALONG THE TREE FARM ROAD, 16 FEET
 QG0428'NORTH OF THE CENTER LINE OF THE ROAD, 42 FEET EAST OF A 12-INCH
 QG0428'TRIANGULAR BLAZED PINE TREE, 49 FEET NORTHEAST AND ACROSS THE
 QG0428'ROAD FROM A 9-INCH TRIANGULAR BLAZED TWIN MAPLE TREES, ABOUT
 QG0428'0.6 MILE EAST OF A JUNCTION OF WOODS ROAD SOUTHEAST, 3 FEET
 QG0428'WEST OF A METAL WITNESS POST, ABOUT 1/2 FOOT ABOVE THE LEVEL
 QG0428'OF THE ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 QG0428'INCHES.
 QG0428
 QG0428                          STATION RECOVERY (1981)
 QG0428
 QG0428'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 QG0428'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0434 ***********************************************************************
 QG0434  DESIGNATION -  C 136
 QG0434  PID         -  QG0434
 QG0434  STATE/COUNTY-  ME/PENOBSCOT
 QG0434  USGS QUAD   -  HOWLAND (1988)
 QG0434
 QG0434                         *CURRENT SURVEY CONTROL
 QG0434  ___________________________________________________________________
 QG0434* NAD 83(1986)-  45 09 32.     (N)    068 40 57.     (W)     SCALED    
 QG0434* NAVD 88     -        47.578  (meters)     156.10   (feet)  ADJUSTED  
 QG0434  ___________________________________________________________________
 QG0434  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 QG0434  DYNAMIC HT  -          47.578 (meters)     156.10  (feet)  COMP
 QG0434  MODELED GRAV-     980,613.0   (mgal)                       NAVD 88
 QG0434
 QG0434  VERT ORDER  -  SECOND    CLASS 0
 QG0434
 QG0434.The horizontal coordinates were scaled from a topographic map and have
 QG0434.an estimated accuracy of +/- 6 seconds.
 QG0434
 QG0434.The orthometric height was determined by differential leveling
 QG0434.and adjusted by the National Geodetic Survey in June 1991..
 QG0434
 QG0434.The geoid height was determined by GEOID03.
 QG0434
 QG0434.The dynamic height is computed by dividing the NAVD 88
 QG0434.geopotential number by the normal gravity value computed on the
 QG0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0434.degrees latitude (g = 980.6199 gals.).
 QG0434
 QG0434.The modeled gravity was interpolated from observed gravity values.
 QG0434
 QG0434;                    North         East    Units  Estimated Accuracy
 QG0434;SPC ME E     -   165,820.      285,650.      MT  (+/- 180 meters Scaled)
 QG0434
 QG0434                          SUPERSEDED SURVEY CONTROL
 QG0434
 QG0434  NGVD 29 (??/??/92)   47.784  (m)          156.77   (f) ADJ UNCH    2 0
 QG0434
 QG0434.Superseded values are not recommended for survey control.
 QG0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0434.See file dsdata.txt to determine how the superseded data were derived.
 QG0434
 QG0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL249006(NAD 83)
 QG0434_MARKER: DB = BENCH MARK DISK
 QG0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0434_STAMPING: C 136 1959
 QG0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0434+STABILITY: SURFACE MOTION
 QG0434
 QG0434  HISTORY     - Date     Condition        Report By
 QG0434  HISTORY     - 1959     MONUMENTED       CGS
 QG0434  HISTORY     - 19851024 MARK NOT FOUND   USPSQD
 QG0434
 QG0434                          STATION DESCRIPTION
 QG0434
 QG0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QG0434'21.4 MI N FROM OLD TOWN.
 QG0434'2.95 MILES NORTHWEST ALONG STATE HIGHWAY 43 FROM ITS JUNCTION
 QG0434'WITH U.S. HIGHWAY 2 AT OLD TOWN, THENCE 2.25 MILES NORTH ALONG
 QG0434'STATE HIGHWAY 16, THENCE 12.45 MILES NORTH ALONG STATE HIGHWAY
 QG0434'116, THENCE 3.7 MILES WEST ALONG TREE FARM ROAD, NEAR JUNCTION
 QG0434'OF A WOODS ROAD LEADING NORTHEAST, 21 1/2 FEET SOUTHWEST
 QG0434'CENTERLINE OF MAIN ROAD, 39 FEET SOUTH OF APPROXIMATE CENTER
 QG0434'OF JUNCTION, 8.5 FEET SOUTH OF A RAILROAD SPIKE DRIVEN IN
 QG0434'A 12 INCH PINE TREE WITH A TRIANGLE BLAZE, 2 FEET NORTHEAST
 QG0434'OF A WHITE METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF ROAD,
 QG0434'SET IN TOP OF A CONCRETE POST AND PROJECTING 3 INCHES ABOVE THE
 QG0434'GROUND.
 QG0434
 QG0434                          STATION RECOVERY (1985)
 QG0434
 QG0434'RECOVERY NOTE BY US POWER SQUADRON 1985 (DVH)
 QG0434'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0612 ***********************************************************************
 QG0612  DESIGNATION -  C 137
 QG0612  PID         -  QG0612
 QG0612  STATE/COUNTY-  ME/PENOBSCOT
 QG0612  USGS QUAD   -  MEDUNKEUNK LAKE (1988)
 QG0612
 QG0612                         *CURRENT SURVEY CONTROL
 QG0612  ___________________________________________________________________
 QG0612* NAD 83(1986)-  45 33 15.     (N)    068 32 05.     (W)     SCALED    
 QG0612* NAVD 88     -       141.836  (meters)     465.34   (feet)  ADJUSTED  
 QG0612  ___________________________________________________________________
 QG0612  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 QG0612  DYNAMIC HT  -         141.838 (meters)     465.35  (feet)  COMP
 QG0612  MODELED GRAV-     980,625.7   (mgal)                       NAVD 88
 QG0612
 QG0612  VERT ORDER  -  SECOND    CLASS 0
 QG0612
 QG0612.The horizontal coordinates were scaled from a topographic map and have
 QG0612.an estimated accuracy of +/- 6 seconds.
 QG0612
 QG0612.The orthometric height was determined by differential leveling
 QG0612.and adjusted by the National Geodetic Survey in June 1991..
 QG0612
 QG0612.The geoid height was determined by GEOID03.
 QG0612
 QG0612.The dynamic height is computed by dividing the NAVD 88
 QG0612.geopotential number by the normal gravity value computed on the
 QG0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0612.degrees latitude (g = 980.6199 gals.).
 QG0612
 QG0612.The modeled gravity was interpolated from observed gravity values.
 QG0612
 QG0612;                    North         East    Units  Estimated Accuracy
 QG0612;SPC ME E     -   209,730.      297,290.      MT  (+/- 180 meters Scaled)
 QG0612
 QG0612                          SUPERSEDED SURVEY CONTROL
 QG0612
 QG0612  NGVD 29 (??/??/92)  142.031  (m)          465.98   (f) ADJ UNCH    2 0
 QG0612
 QG0612.Superseded values are not recommended for survey control.
 QG0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0612.See file dsdata.txt to determine how the superseded data were derived.
 QG0612
 QG0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL363446(NAD 83)
 QG0612_MARKER: DB = BENCH MARK DISK
 QG0612_SETTING: 66 = SET IN ROCK OUTCROP
 QG0612_SP_SET: ROCK OUTCROP
 QG0612_STAMPING: C 137 1959
 QG0612_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0612+STABILITY: POSITION/ELEVATION WELL
 QG0612
 QG0612  HISTORY     - Date     Condition        Report By
 QG0612  HISTORY     - 1959     MONUMENTED       CGS
 QG0612
 QG0612                          STATION DESCRIPTION
 QG0612
 QG0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QG0612'4.6 MI S FROM MEDWAY.
 QG0612'1.6 MILES SOUTHEAST ALONG STATE HIGHWAY 116 FROM THE SOUTH
 QG0612'END OF THE LARGE STEEL BRIDGE OVER THE WEST BRANCH OF THE
 QG0612'PENOBSCOT RIVER AT MEDWAY, THENCE 1.2 MILES SOUTH ALONG A TAR
 QG0612'AND GRAVELED ROAD, THENCE 1.3 MILES SOUTHWEST ALONG A GRAVELED
 QG0612'ROAD, THENCE 0.5 MILE SOUTH ALONG A DIM WOODS ROAD, 0.6 MILE
 QG0612'SOUTH OF THE RESIDENCE OF MR. JOHN STANLEY, SET ON THE TOP
 QG0612'OF A LONG NARROW OUTCROP WHICH PROJECTS 4 INCHES ABOVE THE GROUND,
 QG0612'10 FEET EAST OF THE CENTER LINE OF THE WOODS ROAD, 5 FEET
 QG0612'SOUTH OF A METAL WITNESS POST AND ABOUT LEVEL WITH THE WOODS
 QG0612'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0595 ***********************************************************************
 QG0595  DESIGNATION -  C 138
 QG0595  PID         -  QG0595
 QG0595  STATE/COUNTY-  ME/PENOBSCOT
 QG0595  USGS QUAD   -  EAST MILLINOCKET (1988)
 QG0595
 QG0595                         *CURRENT SURVEY CONTROL
 QG0595  ___________________________________________________________________
 QG0595* NAD 83(1986)-  45 40 33.     (N)    068 30 07.     (W)     SCALED    
 QG0595* NAVD 88     -       108.846  (meters)     357.11   (feet)  ADJUSTED  
 QG0595  ___________________________________________________________________
 QG0595  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 QG0595  DYNAMIC HT  -         108.848 (meters)     357.11  (feet)  COMP
 QG0595  MODELED GRAV-     980,634.0   (mgal)                       NAVD 88
 QG0595
 QG0595  VERT ORDER  -  SECOND    CLASS 0
 QG0595
 QG0595.The horizontal coordinates were scaled from a topographic map and have
 QG0595.an estimated accuracy of +/- 6 seconds.
 QG0595
 QG0595.The orthometric height was determined by differential leveling
 QG0595.and adjusted by the National Geodetic Survey in June 1991..
 QG0595
 QG0595.The geoid height was determined by GEOID03.
 QG0595
 QG0595.The dynamic height is computed by dividing the NAVD 88
 QG0595.geopotential number by the normal gravity value computed on the
 QG0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0595.degrees latitude (g = 980.6199 gals.).
 QG0595
 QG0595.The modeled gravity was interpolated from observed gravity values.
 QG0595
 QG0595;                    North         East    Units  Estimated Accuracy
 QG0595;SPC ME E     -   223,250.      299,850.      MT  (+/- 180 meters Scaled)
 QG0595
 QG0595                          SUPERSEDED SURVEY CONTROL
 QG0595
 QG0595  NGVD 29 (??/??/92)  109.033  (m)          357.72   (f) ADJ UNCH    2 0
 QG0595
 QG0595.Superseded values are not recommended for survey control.
 QG0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0595.See file dsdata.txt to determine how the superseded data were derived.
 QG0595
 QG0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL387581(NAD 83)
 QG0595_MARKER: DB = BENCH MARK DISK
 QG0595_SETTING: 80 = SET IN A BOULDER
 QG0595_SP_SET: BOULDER
 QG0595_STAMPING: C 138 1959
 QG0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0595+STABILITY: SURFACE MOTION
 QG0595
 QG0595  HISTORY     - Date     Condition        Report By
 QG0595  HISTORY     - 1959     MONUMENTED       CGS
 QG0595  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QG0595
 QG0595                          STATION DESCRIPTION
 QG0595
 QG0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QG0595'9.4 MI NE FROM MEDWAY.
 QG0595'5.3 MILES NORTH-NORTHWEST ALONG STATE HIGHWAY 11 FROM ITS
 QG0595'JUNCTION WITH STATE HIGHWAY 157 AT MEDWAY, THENCE 2.4 MILES
 QG0595'EAST ALONG MAIN TRAVELED GRAVEL ROAD, THENCE 1.7 MILES
 QG0595'SOUTHEAST ALONG A GRAVEL ROAD, ON THE SOUTHEAST BANK OF SALMON
 QG0595'STREAM, ON THE TOP OF A 5-BY-5 FOOT FLAT BOULDER PROJECTING 1
 QG0595'FOOT ABOVE THE GROUND, 23 FEET SOUTHWEST OF THE CENTER LINE OF THE
 QG0595'ROAD AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD.
 QG0595
 QG0595                          STATION RECOVERY (1985)
 QG0595
 QG0595'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLM)
 QG0595'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0162 ***********************************************************************
 QG0162  DESIGNATION -  C 139
 QG0162  PID         -  QG0162
 QG0162  STATE/COUNTY-  ME/AROOSTOOK
 QG0162  USGS QUAD   -  CRYSTAL (1989)
 QG0162
 QG0162                         *CURRENT SURVEY CONTROL
 QG0162  ___________________________________________________________________
 QG0162* NAD 83(1986)-  45 56 16.     (N)    068 19 40.     (W)     SCALED    
 QG0162* NAVD 88     -       208.322  (meters)     683.47   (feet)  ADJUSTED  
 QG0162  ___________________________________________________________________
 QG0162  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 QG0162  DYNAMIC HT  -         208.329 (meters)     683.49  (feet)  COMP
 QG0162  MODELED GRAV-     980,641.4   (mgal)                       NAVD 88
 QG0162
 QG0162  VERT ORDER  -  SECOND    CLASS 0
 QG0162
 QG0162.The horizontal coordinates were scaled from a topographic map and have
 QG0162.an estimated accuracy of +/- 6 seconds.
 QG0162
 QG0162.The orthometric height was determined by differential leveling
 QG0162.and adjusted by the National Geodetic Survey in June 1991..
 QG0162
 QG0162.The geoid height was determined by GEOID03.
 QG0162
 QG0162.The dynamic height is computed by dividing the NAVD 88
 QG0162.geopotential number by the normal gravity value computed on the
 QG0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0162.degrees latitude (g = 980.6199 gals.).
 QG0162
 QG0162.The modeled gravity was interpolated from observed gravity values.
 QG0162
 QG0162;                    North         East    Units  Estimated Accuracy
 QG0162;SPC ME E     -   252,370.      313,360.      MT  (+/- 180 meters Scaled)
 QG0162
 QG0162                          SUPERSEDED SURVEY CONTROL
 QG0162
 QG0162  NGVD 29 (??/??/92)  208.494  (m)          684.03   (f) ADJ UNCH    2 0
 QG0162
 QG0162.Superseded values are not recommended for survey control.
 QG0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0162.See file dsdata.txt to determine how the superseded data were derived.
 QG0162
 QG0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL521873(NAD 83)
 QG0162_MARKER: DB = BENCH MARK DISK
 QG0162_SETTING: 80 = SET IN A BOULDER
 QG0162_SP_SET: BOULDER
 QG0162_STAMPING: C 139 1959
 QG0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0162+STABILITY: SURFACE MOTION
 QG0162
 QG0162  HISTORY     - Date     Condition        Report By
 QG0162  HISTORY     - 1959     MONUMENTED       CGS
 QG0162  HISTORY     - 1981     POOR             MEDT
 QG0162
 QG0162                          STATION DESCRIPTION
 QG0162
 QG0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QG0162'5.4 MI NE FROM SHERMAN MILLS.
 QG0162'4.75 MILES NORTHEAST ALONG AN ASPHALT ROAD FROM THE POST OFFICE
 QG0162'AT SHERMAN MILLS, THENCE 0.6 MILE NORTHEAST ALONG U.S. HIGHWAY 2,
 QG0162'NEAR THE T JUNCTION OF A GRAVEL ROAD LEADING NORTHWEST TO
 QG0162'CRYSTAL, ABOUT 0.4 MILE NORTHEAST OF THE ABANDONED SCHOOL HOUSE
 QG0162'AT GOLDEN RIDGE, ABOUT 100 YARDS NORTH OF AN UNPAINTED HOUSE AND
 QG0162'BARN, IN AN OPEN PASTURE, SET ON TOP OF A 11-BY-10-FEET BOULDER
 QG0162'PROJECTING 3 1/2 FEET ABOVE THE GROUND, 118 YARDS WEST OF THE
 QG0162'CENTER LINE OF U.S. HIGHWAY 2, 121 FEET SOUTH OF THE CENTER LINE
 QG0162'OF THE GRAVEL ROAD, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE
 QG0162'GRAVEL ROAD.
 QG0162
 QG0162                          STATION RECOVERY (1981)
 QG0162
 QG0162'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1981
 QG0162'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0453 ***********************************************************************
 PE0453  DESIGNATION -  C 14
 PE0453  PID         -  PE0453
 PE0453  STATE/COUNTY-  ME/PENOBSCOT
 PE0453  USGS QUAD   -  HERMON (1978)
 PE0453
 PE0453                         *CURRENT SURVEY CONTROL
 PE0453  ___________________________________________________________________
 PE0453* NAD 83(1986)-  44 47 27.     (N)    068 59 44.     (W)     SCALED    
 PE0453* NAVD 88     -        41.439  (meters)     135.95   (feet)  ADJUSTED  
 PE0453  ___________________________________________________________________
 PE0453  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 PE0453  DYNAMIC HT  -          41.437 (meters)     135.95  (feet)  COMP
 PE0453  MODELED GRAV-     980,574.1   (mgal)                       NAVD 88
 PE0453  OBS GRAVITY -     980,575.0   (mgal)                       GRAV_OBS
 PE0453
 PE0453  VERT ORDER  -  FIRST     CLASS I
 PE0453
 PE0453.The horizontal coordinates were scaled from a topographic map and have
 PE0453.an estimated accuracy of +/- 6 seconds.
 PE0453
 PE0453.The orthometric height was determined by differential leveling
 PE0453.and adjusted by the National Geodetic Survey in June 1991..
 PE0453.WARNING-Repeat measurements at this control monument indicate possible
 PE0453.vertical movement.
 PE0453
 PE0453.The geoid height was determined by GEOID03.
 PE0453
 PE0453.The dynamic height is computed by dividing the NAVD 88
 PE0453.geopotential number by the normal gravity value computed on the
 PE0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0453.degrees latitude (g = 980.6199 gals.).
 PE0453
 PE0453.The modeled gravity was interpolated from observed gravity values.
 PE0453.The observed gravity was obtained from relative gravimeter ties
 PE0453.to the IGSN71 gravity network.
 PE0453
 PE0453;                    North         East    Units  Estimated Accuracy
 PE0453;SPC ME E     -   125,020.      260,790.      MT  (+/- 180 meters Scaled)
 PE0453
 PE0453                          SUPERSEDED SURVEY CONTROL
 PE0453
 PE0453  NGVD 29 (??/??/92)   41.652  (m)          136.65   (f) ADJ UNCH    1 1
 PE0453
 PE0453.Superseded values are not recommended for survey control.
 PE0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0453.See file dsdata.txt to determine how the superseded data were derived.
 PE0453
 PE0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK003597(NAD 83)
 PE0453_MARKER: DB = BENCH MARK DISK
 PE0453_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE0453_SP_SET: BRIDGE WALL
 PE0453_STAMPING: C 14 1927 136.653
 PE0453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0453
 PE0453  HISTORY     - Date     Condition        Report By
 PE0453  HISTORY     - 1927     MONUMENTED       CGS
 PE0453  HISTORY     - 1966     GOOD             NGS
 PE0453  HISTORY     - 1978     GOOD             DOD
 PE0453  HISTORY     - 1989     GOOD             USPSQD
 PE0453
 PE0453                          STATION DESCRIPTION
 PE0453
 PE0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0453'2.5 MI E FROM CARMEL.
 PE0453'2.5 MILES EAST ALONG THE MAINE CENTRAL RAILROAD FROM THE OVERPASS
 PE0453'CROSSING OF U.S. HIGHWAY 2 AT CARMEL, ABOUT 0.1 MILE EAST OF
 PE0453'MILEPOST P 124/V127, AT RAILROAD BRIDGE NO. 124.20 OVER
 PE0453'SOUADABSCOOK STREAM, 4.8 FEET SOUTH OF THE SOUTH RAIL OF THE
 PE0453'MAIN TRACK, ABOUT 1/2 FOOT BELOW THE LEVEL OF THE TRACK, AND
 PE0453'SET IN THE TOP OF THE STONE WING WALL AT THE SOUTHWEST CORNER
 PE0453'OF THE BRIDGE.
 PE0453
 PE0453                          STATION RECOVERY (1978)
 PE0453
 PE0453'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE0453'RECOVERED IN GOOD CONDITION.
 PE0453
 PE0453                          STATION RECOVERY (1989)
 PE0453
 PE0453'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELG)
 PE0453'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0034 ***********************************************************************
 RE0034  DESIGNATION -  C 140
 RE0034  PID         -  RE0034
 RE0034  STATE/COUNTY-  ME/AROOSTOOK
 RE0034  USGS QUAD   -  HOULTON NORTH (1984)
 RE0034
 RE0034                         *CURRENT SURVEY CONTROL
 RE0034  ___________________________________________________________________
 RE0034* NAD 83(1986)-  46 07 54.     (N)    067 51 07.     (W)     SCALED    
 RE0034* NAVD 88     -       113.221  (meters)     371.46   (feet)  ADJUSTED  
 RE0034  ___________________________________________________________________
 RE0034  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 RE0034  DYNAMIC HT  -         113.228 (meters)     371.48  (feet)  COMP
 RE0034  MODELED GRAV-     980,674.4   (mgal)                       NAVD 88
 RE0034
 RE0034  VERT ORDER  -  SECOND    CLASS 0
 RE0034
 RE0034.The horizontal coordinates were scaled from a topographic map and have
 RE0034.an estimated accuracy of +/- 6 seconds.
 RE0034
 RE0034.The orthometric height was determined by differential leveling
 RE0034.and adjusted by the National Geodetic Survey in June 1991..
 RE0034
 RE0034.The geoid height was determined by GEOID03.
 RE0034
 RE0034.The dynamic height is computed by dividing the NAVD 88
 RE0034.geopotential number by the normal gravity value computed on the
 RE0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0034.degrees latitude (g = 980.6199 gals.).
 RE0034
 RE0034.The modeled gravity was interpolated from observed gravity values.
 RE0034
 RE0034;                    North         East    Units  Estimated Accuracy
 RE0034;SPC ME E     -   274,110.      350,080.      MT  (+/- 180 meters Scaled)
 RE0034
 RE0034                          SUPERSEDED SURVEY CONTROL
 RE0034
 RE0034  NGVD 29 (??/??/92)  113.413  (m)          372.09   (f) ADJ UNCH    2 0
 RE0034
 RE0034.Superseded values are not recommended for survey control.
 RE0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0034.See file dsdata.txt to determine how the superseded data were derived.
 RE0034
 RE0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM886093(NAD 83)
 RE0034_MARKER: DB = BENCH MARK DISK
 RE0034_SETTING: 80 = SET IN A BOULDER
 RE0034_SP_SET: BOULDER
 RE0034_STAMPING: C 140 1959
 RE0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RE0034+STABILITY: SURFACE MOTION
 RE0034
 RE0034  HISTORY     - Date     Condition        Report By
 RE0034  HISTORY     - 1959     MONUMENTED       CGS
 RE0034  HISTORY     - 1978     MARK NOT FOUND   NGS
 RE0034
 RE0034                          STATION DESCRIPTION
 RE0034
 RE0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RE0034'0.5 MI W FROM HOULTON.
 RE0034'ABOUT 0.5 MILE WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION
 RE0034'U.S. HIGHWAY 1 AT HOULTON, AT THE INSIDE OF A CURVE ON TOP OF
 RE0034'A 3 BY 3 FOOT BOULDER PROJECTING 2 FEET ABOVE THE GROUND, 30.6
 RE0034'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 26 1/2 FEET EAST
 RE0034'OF TELEPHONE POLE NO. 1477, 1 FOOT BELOW THE LEVEL OF THE
 RE0034'HIGHWAY.
 RE0034
 RE0034                          STATION RECOVERY (1978)
 RE0034
 RE0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 RE0034'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0035 ***********************************************************************
 RE0035  DESIGNATION -  C 140 RESET 1960
 RE0035  PID         -  RE0035
 RE0035  STATE/COUNTY-  ME/AROOSTOOK
 RE0035  USGS QUAD   -  HOULTON NORTH (1984)
 RE0035
 RE0035                         *CURRENT SURVEY CONTROL
 RE0035  ___________________________________________________________________
 RE0035* NAD 83(1986)-  46 07 54.     (N)    067 51 07.     (W)     SCALED    
 RE0035* NAVD 88     -       112.96   (meters)     370.6    (feet)  RESET     
 RE0035  ___________________________________________________________________
 RE0035  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 RE0035
 RE0035  VERT ORDER  -  THIRD
 RE0035
 RE0035.The horizontal coordinates were scaled from a topographic map and have
 RE0035.an estimated accuracy of +/- 6 seconds.
 RE0035
 RE0035.The orthometric height was computed from unverified reset data.
 RE0035
 RE0035.The geoid height was determined by GEOID03.
 RE0035
 RE0035;                    North         East    Units  Estimated Accuracy
 RE0035;SPC ME E     -   274,110.      350,080.      MT  (+/- 180 meters Scaled)
 RE0035
 RE0035                          SUPERSEDED SURVEY CONTROL
 RE0035
 RE0035  NGVD 29 (??/??/??)  113.15   (m)          371.2    (f) RESET       3  
 RE0035
 RE0035.Superseded values are not recommended for survey control.
 RE0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0035.See file dsdata.txt to determine how the superseded data were derived.
 RE0035
 RE0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM886093(NAD 83)
 RE0035_MARKER: DB = BENCH MARK DISK
 RE0035_SETTING: 66 = SET IN ROCK OUTCROP
 RE0035_SP_SET: ROCK LEDGE
 RE0035_STAMPING: C 140 RESET 1960
 RE0035_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RE0035+STABILITY: POSITION/ELEVATION WELL
 RE0035
 RE0035  HISTORY     - Date     Condition        Report By
 RE0035  HISTORY     - 1960     MONUMENTED       MEHD
 RE0035
 RE0035                          STATION DESCRIPTION
 RE0035
 RE0035'DESCRIBED BY MAINE HIGHWAY DEPARTMENT (NOW MEDT) 1960
 RE0035'0.5 MI W FROM HOULTON.
 RE0035'THIS MARK IS LOCATED 0.5 MILE WEST ALONG U.S. HIGHWAY 2 FROM
 RE0035'THE JUNCTION OF U.S. HIGHWAY 1, AT HOULTON, AT THE INSIDE OF
 RE0035'A CURVE AND IN A LEDGE SLOPE, AT APPROXIMATELY THE SAME HEIGHT
 RE0035'OF THE HIGHWAY, 39 FEET FROM THE CENTERLINE, ON THE SAME RANGE
 RE0035'OF THE SOUTHEAST WALL OF THE URBAN HUGHES HOME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0185 ***********************************************************************
 PE0185  DESIGNATION -  C 144
 PE0185  PID         -  PE0185
 PE0185  STATE/COUNTY-  ME/HANCOCK
 PE0185  USGS QUAD   -  ELLSWORTH (1981)
 PE0185
 PE0185                         *CURRENT SURVEY CONTROL
 PE0185  ___________________________________________________________________
 PE0185* NAD 83(1986)-  44 31 56.     (N)    068 24 25.     (W)     SCALED    
 PE0185* NAVD 88     -        40.414  (meters)     132.59   (feet)  ADJUSTED  
 PE0185  ___________________________________________________________________
 PE0185  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 PE0185  DYNAMIC HT  -          40.412 (meters)     132.59  (feet)  COMP
 PE0185  MODELED GRAV-     980,561.3   (mgal)                       NAVD 88
 PE0185
 PE0185  VERT ORDER  -  SECOND    CLASS 0
 PE0185
 PE0185.The horizontal coordinates were scaled from a topographic map and have
 PE0185.an estimated accuracy of +/- 6 seconds.
 PE0185
 PE0185.The orthometric height was determined by differential leveling
 PE0185.and adjusted by the National Geodetic Survey in June 1991..
 PE0185
 PE0185.The geoid height was determined by GEOID03.
 PE0185
 PE0185.The dynamic height is computed by dividing the NAVD 88
 PE0185.geopotential number by the normal gravity value computed on the
 PE0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0185.degrees latitude (g = 980.6199 gals.).
 PE0185
 PE0185.The modeled gravity was interpolated from observed gravity values.
 PE0185
 PE0185;                    North         East    Units  Estimated Accuracy
 PE0185;SPC ME E     -    96,170.      307,400.      MT  (+/- 180 meters Scaled)
 PE0185
 PE0185                          SUPERSEDED SURVEY CONTROL
 PE0185
 PE0185  NGVD 29 (??/??/92)   40.603  (m)          133.21   (f) ADJ UNCH    2 0
 PE0185
 PE0185.Superseded values are not recommended for survey control.
 PE0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0185.See file dsdata.txt to determine how the superseded data were derived.
 PE0185
 PE0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK471311(NAD 83)
 PE0185_MARKER: DB = BENCH MARK DISK
 PE0185_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE0185_SP_SET: CONC BASE
 PE0185_STAMPING: C 144 1962
 PE0185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE0185
 PE0185  HISTORY     - Date     Condition        Report By
 PE0185  HISTORY     - 1962     MONUMENTED       CGS
 PE0185  HISTORY     - 1966     GOOD             NGS
 PE0185
 PE0185                          STATION DESCRIPTION
 PE0185
 PE0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0185'1.1 MI SE FROM ELLSWORTH.
 PE0185'1.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 PE0185'ELLSWORTH, ABOUT 105 YARDS EAST OF THE JUNCTION OF U.S. HIGHWAY
 PE0185'1 AND STATE HIGHWAY 3, NEAR THE STATE HIGHWAY OFFICE BUILDING,
 PE0185'(A ONE STORY RED BRICK BUILDING), SET ON THE TOP OF THE EAST
 PE0185'CORNER OF THE CONCRETE BASE FOR THE NORTHEAST LEG OF A HIGH
 PE0185'STEEL RADIO TOWER, 135 FEET NORTHEAST OF THE CENTER LINE OF THE
 PE0185'HIGHWAY, 23 1/2 FEET NORTH OF THE EAST CORNER OF THE OFFICE
 PE0185'BUILDING AND ABOUT LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0303 ***********************************************************************
 PE0303  DESIGNATION -  C 145
 PE0303  PID         -  PE0303
 PE0303  STATE/COUNTY-  ME/HANCOCK
 PE0303  USGS QUAD   -  SOUTHWEST HARBOR (1983)
 PE0303
 PE0303                         *CURRENT SURVEY CONTROL
 PE0303  ___________________________________________________________________
 PE0303* NAD 83(1986)-  44 15 52.     (N)    068 20 01.     (W)     SCALED    
 PE0303* NAVD 88     -        11.515  (meters)      37.78   (feet)  ADJUSTED  
 PE0303  ___________________________________________________________________
 PE0303  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 PE0303  DYNAMIC HT  -          11.514 (meters)      37.78  (feet)  COMP
 PE0303  MODELED GRAV-     980,549.3   (mgal)                       NAVD 88
 PE0303
 PE0303  VERT ORDER  -  SECOND    CLASS 0
 PE0303
 PE0303.The horizontal coordinates were scaled from a topographic map and have
 PE0303.an estimated accuracy of +/- 6 seconds.
 PE0303
 PE0303.The orthometric height was determined by differential leveling
 PE0303.and adjusted by the National Geodetic Survey in June 1991..
 PE0303
 PE0303.The geoid height was determined by GEOID03.
 PE0303
 PE0303.The dynamic height is computed by dividing the NAVD 88
 PE0303.geopotential number by the normal gravity value computed on the
 PE0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0303.degrees latitude (g = 980.6199 gals.).
 PE0303
 PE0303.The modeled gravity was interpolated from observed gravity values.
 PE0303
 PE0303;                    North         East    Units  Estimated Accuracy
 PE0303;SPC ME E     -    66,430.      313,290.      MT  (+/- 180 meters Scaled)
 PE0303
 PE0303                          SUPERSEDED SURVEY CONTROL
 PE0303
 PE0303  NGVD 29 (??/??/92)   11.706  (m)           38.41   (f) ADJ UNCH    2 0
 PE0303
 PE0303.Superseded values are not recommended for survey control.
 PE0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0303.See file dsdata.txt to determine how the superseded data were derived.
 PE0303
 PE0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK531014(NAD 83)
 PE0303_MARKER: DB = BENCH MARK DISK
 PE0303_SETTING: 66 = SET IN ROCK OUTCROP
 PE0303_SP_SET: ROCK CUT
 PE0303_STAMPING: C 145 1962
 PE0303_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0303+STABILITY: POSITION/ELEVATION WELL
 PE0303
 PE0303  HISTORY     - Date     Condition        Report By
 PE0303  HISTORY     - 1962     MONUMENTED       CGS
 PE0303  HISTORY     - 1986     GOOD             USPSQD
 PE0303
 PE0303                          STATION DESCRIPTION
 PE0303
 PE0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PE0303'1.3 MI SW FROM SOUTHWEST HARBOR.
 PE0303'1.3 MILE SOUTH AND SOUTHWEST ON STATE HIGHWAY 102 FROM THE POST
 PE0303'OFFICE AT SOUTHWEST HARBOR.  SET VERTICALLY IN THE NORTHWEST
 PE0303'FACE OF A ROCK-CUT.  48 FEET SOUTHWEST OF THE NORTHEAST END OF
 PE0303'THE CUT, 21 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY AND
 PE0303'1.5 FEET ABOVE THE GROUND.
 PE0303
 PE0303                          STATION RECOVERY (1986)
 PE0303
 PE0303'RECOVERY NOTE BY US POWER SQUADRON 1986 (ELG)
 PE0303'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0328 ***********************************************************************
 PE0328  DESIGNATION -  C 146
 PE0328  PID         -  PE0328
 PE0328  STATE/COUNTY-  ME/HANCOCK
 PE0328  USGS QUAD   -  WINTER HARBOR (1985)
 PE0328
 PE0328                         *CURRENT SURVEY CONTROL
 PE0328  ___________________________________________________________________
 PE0328* NAD 83(1986)-  44 24 52.     (N)    068 00 34.     (W)     SCALED    
 PE0328* NAVD 88     -         5.832  (meters)      19.13   (feet)  ADJUSTED  
 PE0328  ___________________________________________________________________
 PE0328  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 PE0328  DYNAMIC HT  -           5.831 (meters)      19.13  (feet)  COMP
 PE0328  MODELED GRAV-     980,564.0   (mgal)                       NAVD 88
 PE0328
 PE0328  VERT ORDER  -  SECOND    CLASS 0
 PE0328
 PE0328.The horizontal coordinates were scaled from a topographic map and have
 PE0328.an estimated accuracy of +/- 6 seconds.
 PE0328
 PE0328.The orthometric height was determined by differential leveling
 PE0328.and adjusted by the National Geodetic Survey in June 1991..
 PE0328
 PE0328.The geoid height was determined by GEOID03.
 PE0328
 PE0328.The dynamic height is computed by dividing the NAVD 88
 PE0328.geopotential number by the normal gravity value computed on the
 PE0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0328.degrees latitude (g = 980.6199 gals.).
 PE0328
 PE0328.The modeled gravity was interpolated from observed gravity values.
 PE0328
 PE0328;                    North         East    Units  Estimated Accuracy
 PE0328;SPC ME E     -    83,200.      339,070.      MT  (+/- 180 meters Scaled)
 PE0328
 PE0328                          SUPERSEDED SURVEY CONTROL
 PE0328
 PE0328  NGVD 29 (??/??/92)    6.030  (m)           19.78   (f) ADJ UNCH    2 0
 PE0328
 PE0328.Superseded values are not recommended for survey control.
 PE0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0328.See file dsdata.txt to determine how the superseded data were derived.
 PE0328
 PE0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK788183(NAD 83)
 PE0328_MARKER: DB = BENCH MARK DISK
 PE0328_SETTING: 66 = SET IN ROCK OUTCROP
 PE0328_SP_SET: BEDROCK
 PE0328_STAMPING: C 146 1962
 PE0328_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0328+STABILITY: POSITION/ELEVATION WELL
 PE0328
 PE0328  HISTORY     - Date     Condition        Report By
 PE0328  HISTORY     - 1962     MONUMENTED       CGS
 PE0328  HISTORY     - 1970     GOOD             NGS
 PE0328
 PE0328                          STATION DESCRIPTION
 PE0328
 PE0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PE0328'1.1 MI SE FROM PROSPECT HARBOR.
 PE0328'1.1 MILES SOUTHEAST ON STATE HIGHWAY 195 FROM THE POST OFFICE
 PE0328'AT PROSPECT HARBOR, AT EAST END OF SAND BEACH AT THE SANDS, ON
 PE0328'LARGE, BEDROCK KNOLL, 114 FEET SOUTH OF CENTER LINE OF HIGHWAY,
 PE0328'90 FEET NORTH-NORTHEAST OF EAST END OF THE SAND BEACH, ABOVE
 PE0328'EAST SIDE OF A SMALL STREAM, 22 FEET EAST OF EDGE OF ROCK BANK,
 PE0328'AND CEMENTED IN A DRILL HOLE IN SOLID BEDROCK.  A TRAIL LEADS
 PE0328'SOUTH ALONG EAST SIDE OF STREAM TO THE MARK.  NOTE-- COORDINATES
 PE0328'HAVE BEEN ESTABLISHED FOR THIS MARK BY MR. C.F. MERRIAM OF
 PE0328'PROSPECT HARBOR, AND MAY BE OBTAINED FROM HIM, OR FROM THE
 PE0328'MAINE STATE HIGHWAY COMMISSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0378 ***********************************************************************
 PE0378  DESIGNATION -  C 147
 PE0378  PID         -  PE0378
 PE0378  STATE/COUNTY-  ME/WALDO
 PE0378  USGS QUAD   -  CASTINE (1979)
 PE0378
 PE0378                         *CURRENT SURVEY CONTROL
 PE0378  ___________________________________________________________________
 PE0378* NAD 83(1986)-  44 28 23.     (N)    068 49 58.     (W)     SCALED    
 PE0378* NAVD 88     -        29.606  (meters)      97.13   (feet)  ADJUSTED  
 PE0378  ___________________________________________________________________
 PE0378  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 PE0378  DYNAMIC HT  -          29.604 (meters)      97.13  (feet)  COMP
 PE0378  MODELED GRAV-     980,556.2   (mgal)                       NAVD 88
 PE0378
 PE0378  VERT ORDER  -  SECOND    CLASS 0
 PE0378
 PE0378.The horizontal coordinates were scaled from a topographic map and have
 PE0378.an estimated accuracy of +/- 6 seconds.
 PE0378
 PE0378.The orthometric height was determined by differential leveling
 PE0378.and adjusted by the National Geodetic Survey in June 1991..
 PE0378
 PE0378.The geoid height was determined by GEOID03.
 PE0378
 PE0378.The dynamic height is computed by dividing the NAVD 88
 PE0378.geopotential number by the normal gravity value computed on the
 PE0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0378.degrees latitude (g = 980.6199 gals.).
 PE0378
 PE0378.The modeled gravity was interpolated from observed gravity values.
 PE0378
 PE0378;                    North         East    Units  Estimated Accuracy
 PE0378;SPC ME E     -    89,650.      273,530.      MT  (+/- 180 meters Scaled)
 PE0378
 PE0378                          SUPERSEDED SURVEY CONTROL
 PE0378
 PE0378  NGVD 29 (??/??/92)   29.836  (m)           97.89   (f) ADJ UNCH    2 0
 PE0378
 PE0378.Superseded values are not recommended for survey control.
 PE0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0378.See file dsdata.txt to determine how the superseded data were derived.
 PE0378
 PE0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK133244(NAD 83)
 PE0378_MARKER: DB = BENCH MARK DISK
 PE0378_SETTING: 80 = SET IN A BOULDER
 PE0378_SP_SET: BOULDER
 PE0378_STAMPING: C 147 1962
 PE0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0378+STABILITY: SURFACE MOTION
 PE0378
 PE0378  HISTORY     - Date     Condition        Report By
 PE0378  HISTORY     - 1962     MONUMENTED       CGS
 PE0378  HISTORY     - 1983     GOOD             USPSQD
 PE0378
 PE0378                          STATION DESCRIPTION
 PE0378
 PE0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PE0378'1.6 MI NW FROM FORT POINT.
 PE0378'ABOUT 1.05 MILES WEST ALONG A GRAVEL ROAD FROM THE COAST GUARD
 PE0378'STATION AT LIGHTHOUSE AT FORT POINT ON CAPE JELLISON, THENCE
 PE0378'0.5 MILE NORTH ALONG A BLACK TOP ROAD, 0.2 MILE NORTH OF A
 PE0378'CEMETERY, SET ON TOP AND IN THE CENTER OF A 9-BY-6-FOOT BOULDER
 PE0378'PROJECTING 2 FEET ABOVE THE LEVEL OF THE GROUND, IN A PASTURE,
 PE0378'0.8 MILE SOUTH OF THE BANGOR AND AROOSTOOK RAILROAD, 315 FEET
 PE0378'EAST OF THE CENTER LINE OF THE ROAD, 280 FEET NORTHEAST OF A
 PE0378'ONE-STORY HOUSE, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE GROUND.
 PE0378
 PE0378                          STATION RECOVERY (1983)
 PE0378
 PE0378'RECOVERY NOTE BY US POWER SQUADRON 1983
 PE0378'DESC. CHANGE: THE HOUSE IS NOW A WHITE ONE AND ONE HALF STORY HOUSE,
 PE0378'A 9 INCH TAMA RACK TREE STANDS 20 FEET NORTH NORTHEAST OF THE STATION
 PE0378'AT THE EDGE OF THE OLD FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0344 ***********************************************************************
 PD0344  DESIGNATION -  C 148
 PD0344  PID         -  PD0344
 PD0344  STATE/COUNTY-  ME/WASHINGTON
 PD0344  USGS QUAD   -  HARRINGTON (1975)
 PD0344
 PD0344                         *CURRENT SURVEY CONTROL
 PD0344  ___________________________________________________________________
 PD0344* NAD 83(1986)-  44 33 53.     (N)    067 52 27.     (W)     SCALED    
 PD0344* NAVD 88     -        21.740  (meters)      71.33   (feet)  ADJUSTED  
 PD0344  ___________________________________________________________________
 PD0344  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 PD0344  DYNAMIC HT  -          21.739 (meters)      71.32  (feet)  COMP
 PD0344  MODELED GRAV-     980,587.4   (mgal)                       NAVD 88
 PD0344
 PD0344  VERT ORDER  -  SECOND    CLASS 0
 PD0344
 PD0344.The horizontal coordinates were scaled from a topographic map and have
 PD0344.an estimated accuracy of +/- 6 seconds.
 PD0344
 PD0344.The orthometric height was determined by differential leveling
 PD0344.and adjusted by the National Geodetic Survey in June 1991..
 PD0344
 PD0344.The geoid height was determined by GEOID03.
 PD0344
 PD0344.The dynamic height is computed by dividing the NAVD 88
 PD0344.geopotential number by the normal gravity value computed on the
 PD0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0344.degrees latitude (g = 980.6199 gals.).
 PD0344
 PD0344.The modeled gravity was interpolated from observed gravity values.
 PD0344
 PD0344;                    North         East    Units  Estimated Accuracy
 PD0344;SPC ME E     -    99,970.      349,710.      MT  (+/- 180 meters Scaled)
 PD0344
 PD0344                          SUPERSEDED SURVEY CONTROL
 PD0344
 PD0344  NGVD 29 (??/??/92)   21.945  (m)           72.00   (f) ADJ UNCH    2 0
 PD0344
 PD0344.Superseded values are not recommended for survey control.
 PD0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0344.See file dsdata.txt to determine how the superseded data were derived.
 PD0344
 PD0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK894352(NAD 83)
 PD0344_MARKER: DB = BENCH MARK DISK
 PD0344_SETTING: 66 = SET IN ROCK OUTCROP
 PD0344_SP_SET: BED ROCK
 PD0344_STAMPING: C 148 1962
 PD0344_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0344+STABILITY: POSITION/ELEVATION WELL
 PD0344
 PD0344  HISTORY     - Date     Condition        Report By
 PD0344  HISTORY     - 1962     MONUMENTED       CGS
 PD0344  HISTORY     - 1966     GOOD             NGS
 PD0344
 PD0344                          STATION DESCRIPTION
 PD0344
 PD0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PD0344'2.1 MI NE FROM MILBRIDGE.
 PD0344'2.1 MILES NORTHEAST ALONG U.S. HIGHWAY 1A FROM THE POST OFFICE
 PD0344'AT MILBRIDGE, 0.1 MILE NORTHEAST OF A SMALL PRIVATE CEMETERY, SET
 PD0344'ON THE TOP AND 3 FEET NORTH OF THE HIGHEST PART OF A 12-BY-4-FOOT
 PD0344'BEDROCK THAT PROJECTS 2 FEET ABOVE THE LEVEL OF THE GROUND, 57
 PD0344'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 117 FEET NORTH
 PD0344'OF AND ACROSS THE HIGHWAY FROM CABLE POLE NO. 255-36, 43 FEET
 PD0344'SOUTHWEST OF THE SOUTHEAST END OF A ROCK CLIFF AND ABOUT 10 FEET
 PD0344'ABOVE THE LEVEL OF THE HIGHWAY.
 PD0344
 PD0344                          STATION RECOVERY (1966)
 PD0344
 PD0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 PD0344'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0423 ***********************************************************************
 PD0423  DESIGNATION -  C 149
 PD0423  PID         -  PD0423
 PD0423  STATE/COUNTY-  ME/WASHINGTON
 PD0423  USGS QUAD   -  JONESPORT (1977)
 PD0423
 PD0423                         *CURRENT SURVEY CONTROL
 PD0423  ___________________________________________________________________
 PD0423* NAD 83(1986)-  44 32 46.     (N)    067 34 52.     (W)     SCALED    
 PD0423* NAVD 88     -        13.988  (meters)      45.89   (feet)  ADJUSTED  
 PD0423  ___________________________________________________________________
 PD0423  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 PD0423  DYNAMIC HT  -          13.987 (meters)      45.89  (feet)  COMP
 PD0423  MODELED GRAV-     980,591.4   (mgal)                       NAVD 88
 PD0423
 PD0423  VERT ORDER  -  SECOND    CLASS 0
 PD0423
 PD0423.The horizontal coordinates were scaled from a topographic map and have
 PD0423.an estimated accuracy of +/- 6 seconds.
 PD0423
 PD0423.The orthometric height was determined by differential leveling
 PD0423.and adjusted by the National Geodetic Survey in June 1991..
 PD0423
 PD0423.The geoid height was determined by GEOID03.
 PD0423
 PD0423.The dynamic height is computed by dividing the NAVD 88
 PD0423.geopotential number by the normal gravity value computed on the
 PD0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0423.degrees latitude (g = 980.6199 gals.).
 PD0423
 PD0423.The modeled gravity was interpolated from observed gravity values.
 PD0423
 PD0423;                    North         East    Units  Estimated Accuracy
 PD0423;SPC ME E     -    98,120.      373,010.      MT  (+/- 180 meters Scaled)
 PD0423
 PD0423                          SUPERSEDED SURVEY CONTROL
 PD0423
 PD0423  NGVD 29 (??/??/92)   14.200  (m)           46.59   (f) ADJ UNCH    2 0
 PD0423
 PD0423.Superseded values are not recommended for survey control.
 PD0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0423.See file dsdata.txt to determine how the superseded data were derived.
 PD0423
 PD0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK127335(NAD 83)
 PD0423_MARKER: DB = BENCH MARK DISK
 PD0423_SETTING: 66 = SET IN ROCK OUTCROP
 PD0423_SP_SET: BEDROCK
 PD0423_STAMPING: C 149 1962
 PD0423_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0423+STABILITY: POSITION/ELEVATION WELL
 PD0423
 PD0423  HISTORY     - Date     Condition        Report By
 PD0423  HISTORY     - 1962     MONUMENTED       CGS
 PD0423
 PD0423                          STATION DESCRIPTION
 PD0423
 PD0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PD0423'1.4 MI NE FROM JONESPORT.
 PD0423'1.45 MILES NORTHEAST ALONG STATE HIGHWAY 187 FROM THE POST OFFICE
 PD0423'AT JONESPORT, 0.45 MILE SOUTHWEST OF THE ENTRANCE TO THE
 PD0423'GREENWOOD CEMETERY, 0.5 MILE SOUTHWEST OF A ROCK CUT, IN A Y
 PD0423'JUNCTION FORMED BY THE NEW AND OLD HIGHWAYS, SET ON TOP AND 30
 PD0423'FEET WEST-6 FEET LOWER THAN THE HIGHEST PART OF A LARGE MASS OF
 PD0423'BEDROCK, 65 FEET SOUTHEAST OF THE CENTER LINE OF THE NEW HIGHWAY, 67
 PD0423'FEET NORTHWEST OF THE CENTER LINE OF THE OLD HIGHWAY, 114 FEET SOUTH
 PD0423'OF AND ACROSS THE HIGHWAY FROM POWER LINE POLE 56, AND ABOUT
 PD0423'3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1143 ***********************************************************************
 PE1143  DESIGNATION -  C 15
 PE1143  PID         -  PE1143
 PE1143  STATE/COUNTY-  ME/KENNEBEC
 PE1143  USGS QUAD   -  BELGRADE (1980)
 PE1143
 PE1143                         *CURRENT SURVEY CONTROL
 PE1143  ___________________________________________________________________
 PE1143* NAD 83(1986)-  44 28 17.     (N)    069 48 35.     (W)     SCALED    
 PE1143* NAVD 88     -        77.810  (meters)     255.28   (feet)  ADJUSTED  
 PE1143  ___________________________________________________________________
 PE1143  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 PE1143  DYNAMIC HT  -          77.804 (meters)     255.26  (feet)  COMP
 PE1143  MODELED GRAV-     980,534.7   (mgal)                       NAVD 88
 PE1143
 PE1143  VERT ORDER  -  FIRST     CLASS II
 PE1143
 PE1143.The horizontal coordinates were scaled from a topographic map and have
 PE1143.an estimated accuracy of +/- 6 seconds.
 PE1143
 PE1143.The orthometric height was determined by differential leveling
 PE1143.and adjusted by the National Geodetic Survey in June 1991..
 PE1143
 PE1143.The geoid height was determined by GEOID03.
 PE1143
 PE1143.The dynamic height is computed by dividing the NAVD 88
 PE1143.geopotential number by the normal gravity value computed on the
 PE1143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1143.degrees latitude (g = 980.6199 gals.).
 PE1143
 PE1143.The modeled gravity was interpolated from observed gravity values.
 PE1143
 PE1143;                    North         East    Units  Estimated Accuracy
 PE1143;SPC ME W     -   182,050.      928,400.      MT  (+/- 180 meters Scaled)
 PE1143
 PE1143                          SUPERSEDED SURVEY CONTROL
 PE1143
 PE1143.No superseded survey control is available for this station.
 PE1143
 PE1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK355245(NAD 83)
 PE1143_MARKER: DB = BENCH MARK DISK
 PE1143_SETTING: 66 = SET IN ROCK OUTCROP
 PE1143_SP_SET: ROCK OUTCROP
 PE1143_STAMPING: C 15 1927
 PE1143_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1143+STABILITY: POSITION/ELEVATION WELL
 PE1143
 PE1143  HISTORY     - Date     Condition        Report By
 PE1143  HISTORY     - 1927     MONUMENTED       CGS
 PE1143  HISTORY     - 1966     GOOD             NGS
 PE1143  HISTORY     - 1978     MARK NOT FOUND   DOD
 PE1143
 PE1143                          STATION DESCRIPTION
 PE1143
 PE1143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE1143'2.5 MI SW FROM NORTH BELGRADE STA.
 PE1143'2.5 MILES SOUTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM NORTH
 PE1143'BELGRADE STATION, KENNEBEC COUNTY, 16-3/4 RAILS SOUTHWEST OF
 PE1143'BLOCK SIGNAL B 72.5, 17.5 FEET NORTHWEST OF THE NORTHWEST RAIL,
 PE1143'AND IN THE TOP OF A FLAT ROCK OUTCROP.  A STANDARD DISK, STAMPED
 PE1143'C 15 1927.
 PE1143
 PE1143                          STATION RECOVERY (1978)
 PE1143
 PE1143'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE1143'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0109 ***********************************************************************
 RE0109  DESIGNATION -  C 15
 RE0109  PID         -  RE0109
 RE0109  STATE/COUNTY-  ME/AROOSTOOK
 RE0109  USGS QUAD   -  EASTON (1984)
 RE0109
 RE0109                         *CURRENT SURVEY CONTROL
 RE0109  ___________________________________________________________________
 RE0109* NAD 83(1986)-  46 38 31.     (N)    067 57 06.     (W)     SCALED    
 RE0109* NAVD 88     -       201.048  (meters)     659.61   (feet)  ADJUSTED  
 RE0109  ___________________________________________________________________
 RE0109  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 RE0109  DYNAMIC HT  -         201.068 (meters)     659.67  (feet)  COMP
 RE0109  MODELED GRAV-     980,704.4   (mgal)                       NAVD 88
 RE0109
 RE0109  VERT ORDER  -  SECOND    CLASS 0
 RE0109
 RE0109.The horizontal coordinates were scaled from a topographic map and have
 RE0109.an estimated accuracy of +/- 6 seconds.
 RE0109
 RE0109.The orthometric height was determined by differential leveling
 RE0109.and adjusted by the National Geodetic Survey in June 1991..
 RE0109
 RE0109.The geoid height was determined by GEOID03.
 RE0109
 RE0109.The dynamic height is computed by dividing the NAVD 88
 RE0109.geopotential number by the normal gravity value computed on the
 RE0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0109.degrees latitude (g = 980.6199 gals.).
 RE0109
 RE0109.The modeled gravity was interpolated from observed gravity values.
 RE0109
 RE0109;                    North         East    Units  Estimated Accuracy
 RE0109;SPC ME E     -   330,770.      341,980.      MT  (+/- 180 meters Scaled)
 RE0109
 RE0109                          SUPERSEDED SURVEY CONTROL
 RE0109
 RE0109  NGVD 29 (??/??/92)  201.249  (m)          660.26   (f) ADJ UNCH    2 0
 RE0109
 RE0109.Superseded values are not recommended for survey control.
 RE0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0109.See file dsdata.txt to determine how the superseded data were derived.
 RE0109
 RE0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM802659(NAD 83)
 RE0109_MARKER: DD = SURVEY DISK
 RE0109_SETTING: 80 = SET IN A BOULDER
 RE0109_SP_SET: BOULDER
 RE0109_STAMPING: C 15
 RE0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RE0109+STABILITY: SURFACE MOTION
 RE0109
 RE0109  HISTORY     - Date     Condition        Report By
 RE0109  HISTORY     - UNK      MONUMENTED       USGS
 RE0109  HISTORY     - 1935     GOOD             NGS
 RE0109
 RE0109                          STATION DESCRIPTION
 RE0109
 RE0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RE0109'2 MI W FROM EASTON.
 RE0109'ABOUT 2.0 MILES WEST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE
 RE0109'AT EASTON, AROOSTOOK COUNTY, 45 FEET WEST OF THE CENTER OF
 RE0109'THE JUNCTION OF A ROAD LEADING SOUTH, 15 FEET SOUTH OF A POINT
 RE0109'70 FEET EAST OF THE ENTRANCE TO THE WHITTIER SCHOOL, AND IN
 RE0109'THE TOP OF A BOULDER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 RE0109'DISK, STAMPED C 15.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0207 ***********************************************************************
 PD0207  DESIGNATION -  C 150
 PD0207  PID         -  PD0207
 PD0207  STATE/COUNTY-  ME/WASHINGTON
 PD0207  USGS QUAD   -  MACHIAS (1977)
 PD0207
 PD0207                         *CURRENT SURVEY CONTROL
 PD0207  ___________________________________________________________________
 PD0207* NAD 83(1986)-  44 41 00.     (N)    067 24 31.     (W)     SCALED    
 PD0207* NAVD 88     -        22.719  (meters)      74.54   (feet)  ADJUSTED  
 PD0207  ___________________________________________________________________
 PD0207  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 PD0207  DYNAMIC HT  -          22.718 (meters)      74.53  (feet)  COMP
 PD0207  MODELED GRAV-     980,596.4   (mgal)                       NAVD 88
 PD0207
 PD0207  VERT ORDER  -  SECOND    CLASS 0
 PD0207
 PD0207.The horizontal coordinates were scaled from a topographic map and have
 PD0207.an estimated accuracy of +/- 6 seconds.
 PD0207
 PD0207.The orthometric height was determined by differential leveling
 PD0207.and adjusted by the National Geodetic Survey in June 1991..
 PD0207
 PD0207.The geoid height was determined by GEOID03.
 PD0207
 PD0207.The dynamic height is computed by dividing the NAVD 88
 PD0207.geopotential number by the normal gravity value computed on the
 PD0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0207.degrees latitude (g = 980.6199 gals.).
 PD0207
 PD0207.The modeled gravity was interpolated from observed gravity values.
 PD0207
 PD0207;                    North         East    Units  Estimated Accuracy
 PD0207;SPC ME E     -   113,540.      386,520.      MT  (+/- 180 meters Scaled)
 PD0207
 PD0207                          SUPERSEDED SURVEY CONTROL
 PD0207
 PD0207  NGVD 29 (??/??/92)   22.927  (m)           75.22   (f) ADJ UNCH    2 0
 PD0207
 PD0207.Superseded values are not recommended for survey control.
 PD0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0207.See file dsdata.txt to determine how the superseded data were derived.
 PD0207
 PD0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK261490(NAD 83)
 PD0207_MARKER: DB = BENCH MARK DISK
 PD0207_SETTING: 66 = SET IN ROCK OUTCROP
 PD0207_SP_SET: BEDROCK
 PD0207_STAMPING: C 150 1962
 PD0207_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0207+STABILITY: POSITION/ELEVATION WELL
 PD0207
 PD0207  HISTORY     - Date     Condition        Report By
 PD0207  HISTORY     - 1962     MONUMENTED       CGS
 PD0207
 PD0207                          STATION DESCRIPTION
 PD0207
 PD0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PD0207'1.8 MI S FROM MACHIASPORT.
 PD0207'1.85 MILES SOUTH ALONG STATE HIGHWAY 92 FROM THE MACHIASPORT
 PD0207'CANNING COMPANY, SET ON THE TOP AND 3 FEET NORTH OF THE SOUTH
 PD0207'END OF A 25-BY-9-FOOT EXPOSED BEDROCK WHICH PROJECTS 2 FEET ABOVE
 PD0207'THE LEVEL OF THE GROUND, 52 YARDS NORTH OF THE SUMMIT OF A SMALL
 PD0207'HILL, 39 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 54 FEET
 PD0207'NORTH OF THE NORTHEAST CORNER OF A ONE-STORY SHACK AND 1 FOOT
 PD0207'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0040 ***********************************************************************
 OB0040  DESIGNATION -  C 151
 OB0040  PID         -  OB0040
 OB0040  STATE/COUNTY-  ME/KNOX
 OB0040  USGS QUAD   -  TENANTS HARBOR (1973)
 OB0040
 OB0040                         *CURRENT SURVEY CONTROL
 OB0040  ___________________________________________________________________
 OB0040* NAD 83(1986)-  43 58 01.     (N)    069 12 30.     (W)     SCALED    
 OB0040* NAVD 88     -        17.331  (meters)      56.86   (feet)  ADJUSTED  
 OB0040  ___________________________________________________________________
 OB0040  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 OB0040  DYNAMIC HT  -          17.330 (meters)      56.86  (feet)  COMP
 OB0040  MODELED GRAV-     980,525.6   (mgal)                       NAVD 88
 OB0040
 OB0040  VERT ORDER  -  SECOND    CLASS 0
 OB0040
 OB0040.The horizontal coordinates were scaled from a topographic map and have
 OB0040.an estimated accuracy of +/- 6 seconds.
 OB0040
 OB0040.The orthometric height was determined by differential leveling
 OB0040.and adjusted by the National Geodetic Survey in June 1991..
 OB0040
 OB0040.The geoid height was determined by GEOID03.
 OB0040
 OB0040.The dynamic height is computed by dividing the NAVD 88
 OB0040.geopotential number by the normal gravity value computed on the
 OB0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0040.degrees latitude (g = 980.6199 gals.).
 OB0040
 OB0040.The modeled gravity was interpolated from observed gravity values.
 OB0040
 OB0040;                    North         East    Units  Estimated Accuracy
 OB0040;SPC ME E     -    33,600.      243,160.      MT  (+/- 180 meters Scaled)
 OB0040
 OB0040                          SUPERSEDED SURVEY CONTROL
 OB0040
 OB0040  NGVD 29 (??/??/92)   17.542  (m)           57.55   (f) ADJ UNCH    2 0
 OB0040
 OB0040.Superseded values are not recommended for survey control.
 OB0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0040.See file dsdata.txt to determine how the superseded data were derived.
 OB0040
 OB0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ832682(NAD 83)
 OB0040_MARKER: DB = BENCH MARK DISK
 OB0040_SETTING: 66 = SET IN ROCK OUTCROP
 OB0040_SP_SET: BEDROCK
 OB0040_STAMPING: C 151 1962
 OB0040_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0040+STABILITY: POSITION/ELEVATION WELL
 OB0040
 OB0040  HISTORY     - Date     Condition        Report By
 OB0040  HISTORY     - 1962     MONUMENTED       CGS
 OB0040  HISTORY     - 19950822 GOOD             USPSQD
 OB0040
 OB0040                          STATION DESCRIPTION
 OB0040
 OB0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OB0040'0.6 MI NE FROM TENANTS HARBOR.
 OB0040'ABOUT 0.6 MILE NORTHEAST ALONG STATE HIGHWAY 131 FROM THE BAPTIST
 OB0040'CHURCH AT TENANTS HARBOR, NEAR THE JUNCTION OF A BLACK TOP STREET
 OB0040'LEADING SOUTH TO THE EAST WIND HOTEL AND A DOCK, SET ON THE TOP AND
 OB0040'NEAR THE SOUTHWEST END OF A LARGE EXPOSED BEDROCK, 36 1/2 FEET
 OB0040'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 22 FEET NORTHEAST OF THE
 OB0040'NORTHEAST SIDE OF A LARGE ROCK IN PLACE WITH A PLAQUE, 32.5 FEET
 OB0040'NORTHWEST OF THE NORTHWEST CORNER OF THE KINNEY-MELQUIST LEGION POST
 OB0040'NO. 34, 25 FEET SOUTHEAST OF POWER LINE POLE NO. 262, 25 1/2 FEET
 OB0040'NORTH OF A FLAGPOLE, 3.0 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF A LOW
 OB0040'ROCK WALL AND ABOUT 0.5 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 OB0040
 OB0040                          STATION RECOVERY (1995)
 OB0040
 OB0040'RECOVERY NOTE BY US POWER SQUADRON 1995
 OB0040'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0030 ***********************************************************************
 OB0030  DESIGNATION -  C 152
 OB0030  PID         -  OB0030
 OB0030  STATE/COUNTY-  ME/KNOX
 OB0030  USGS QUAD   -  FRIENDSHIP (1973)
 OB0030
 OB0030                         *CURRENT SURVEY CONTROL
 OB0030  ___________________________________________________________________
 OB0030* NAD 83(1986)-  43 59 28.     (N)    069 20 31.     (W)     SCALED    
 OB0030* NAVD 88     -        39.020  (meters)     128.02   (feet)  ADJUSTED  
 OB0030  ___________________________________________________________________
 OB0030  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 OB0030  DYNAMIC HT  -          39.016 (meters)     128.00  (feet)  COMP
 OB0030  MODELED GRAV-     980,516.4   (mgal)                       NAVD 88
 OB0030
 OB0030  VERT ORDER  -  SECOND    CLASS 0
 OB0030
 OB0030.The horizontal coordinates were scaled from a topographic map and have
 OB0030.an estimated accuracy of +/- 6 seconds.
 OB0030
 OB0030.The orthometric height was determined by differential leveling
 OB0030.and adjusted by the National Geodetic Survey in June 1991..
 OB0030
 OB0030.The geoid height was determined by GEOID03.
 OB0030
 OB0030.The dynamic height is computed by dividing the NAVD 88
 OB0030.geopotential number by the normal gravity value computed on the
 OB0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0030.degrees latitude (g = 980.6199 gals.).
 OB0030
 OB0030.The modeled gravity was interpolated from observed gravity values.
 OB0030
 OB0030;                    North         East    Units  Estimated Accuracy
 OB0030;SPC ME E     -    36,390.      232,470.      MT  (+/- 180 meters Scaled)
 OB0030
 OB0030                          SUPERSEDED SURVEY CONTROL
 OB0030
 OB0030  NGVD 29 (??/??/92)   39.229  (m)          128.70   (f) ADJ UNCH    2 0
 OB0030
 OB0030.Superseded values are not recommended for survey control.
 OB0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0030.See file dsdata.txt to determine how the superseded data were derived.
 OB0030
 OB0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ725709(NAD 83)
 OB0030_MARKER: DB = BENCH MARK DISK
 OB0030_SETTING: 66 = SET IN ROCK OUTCROP
 OB0030_SP_SET: BEDROCK
 OB0030_STAMPING: C 152 1962
 OB0030_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0030+STABILITY: POSITION/ELEVATION WELL
 OB0030
 OB0030  HISTORY     - Date     Condition        Report By
 OB0030  HISTORY     - 1962     MONUMENTED       CGS
 OB0030  HISTORY     - 19910826 GOOD             USPSQD
 OB0030
 OB0030                          STATION DESCRIPTION
 OB0030
 OB0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OB0030'0.7 MI N FROM FRIENDSHIP.
 OB0030'ABOUT 0.7 MILE NORTH ALONG STATE HIGHWAY 220 FROM ITS JUNCTION WITH
 OB0030'STATE HIGHWAY 97 AT FRIENDSHIP, SET ON THE TOP OF A LARGE EXPOSED
 OB0030'BEDROCK WHICH PROJECTS 1 FOOT ABOVE THE GROUND, 129 YARDS SOUTH OF THE
 OB0030'SOUTHWEST CORNER OF THE WAYSIDE CEMETERY, 137 FEET SOUTHEAST OF THE
 OB0030'SOUTHEAST CORNER OF A FARM HOUSE, 45 FEET NORTH OF POWER LINE POLE 321
 OB0030'- 333, 21 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY AND
 OB0030'ABOUT LEVEL WITH THE HIGHWAY.
 OB0030
 OB0030                          STATION RECOVERY (1991)
 OB0030
 OB0030'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OB0030'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1084 ***********************************************************************
 PE1084  DESIGNATION -  C 153
 PE1084  PID         -  PE1084
 PE1084  STATE/COUNTY-  ME/LINCOLN
 PE1084  USGS QUAD   -  WALDOBORO EAST (1988)
 PE1084
 PE1084                         *CURRENT SURVEY CONTROL
 PE1084  ___________________________________________________________________
 PE1084* NAD 83(1986)-  44 02 02.     (N)    069 20 30.     (W)     SCALED    
 PE1084* NAVD 88     -        24.633  (meters)      80.82   (feet)  ADJUSTED  
 PE1084  ___________________________________________________________________
 PE1084  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 PE1084  DYNAMIC HT  -          24.630 (meters)      80.81  (feet)  COMP
 PE1084  MODELED GRAV-     980,516.7   (mgal)                       NAVD 88
 PE1084
 PE1084  VERT ORDER  -  SECOND    CLASS 0
 PE1084
 PE1084.The horizontal coordinates were scaled from a topographic map and have
 PE1084.an estimated accuracy of +/- 6 seconds.
 PE1084
 PE1084.The orthometric height was determined by differential leveling
 PE1084.and adjusted by the National Geodetic Survey in June 1991..
 PE1084
 PE1084.The geoid height was determined by GEOID03.
 PE1084
 PE1084.The dynamic height is computed by dividing the NAVD 88
 PE1084.geopotential number by the normal gravity value computed on the
 PE1084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1084.degrees latitude (g = 980.6199 gals.).
 PE1084
 PE1084.The modeled gravity was interpolated from observed gravity values.
 PE1084
 PE1084;                    North         East    Units  Estimated Accuracy
 PE1084;SPC ME W     -   133,710.      966,130.      MT  (+/- 180 meters Scaled)
 PE1084
 PE1084                          SUPERSEDED SURVEY CONTROL
 PE1084
 PE1084  NGVD 29 (??/??/92)   24.841  (m)           81.50   (f) ADJ UNCH    2 0
 PE1084
 PE1084.Superseded values are not recommended for survey control.
 PE1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1084.See file dsdata.txt to determine how the superseded data were derived.
 PE1084
 PE1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ726756(NAD 83)
 PE1084_MARKER: DB = BENCH MARK DISK
 PE1084_SETTING: 66 = SET IN ROCK OUTCROP
 PE1084_SP_SET: BEDROCK
 PE1084_STAMPING: C 153 1962
 PE1084_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1084+STABILITY: POSITION/ELEVATION WELL
 PE1084
 PE1084  HISTORY     - Date     Condition        Report By
 PE1084  HISTORY     - 1962     MONUMENTED       CGS
 PE1084  HISTORY     - 19910830 GOOD             USPSQD
 PE1084
 PE1084                          STATION DESCRIPTION
 PE1084
 PE1084'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PE1084'4.7 MI NW FROM FRIENDSHIP.
 PE1084'ABOUT 4.1 MILES NORTH AND NORTHEAST ALONG STATE HIGHWAY 220 FROM
 PE1084'ITS JUNCTION WITH STATE HIGHWAY 97 AT FRIENDSHIP, THENCE
 PE1084'0.6 MILE WEST ALONG A BLACK TOP ROAD, SET ON THE TOP OF A
 PE1084'LARGE MASS OF BEDROCK WHICH PROJECTS 1 FOOT ABOVE THE LEVEL OF
 PE1084'THE GROUND, 300 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 PE1084'BARN, 48 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 30 FEET
 PE1084'NORTH OF CABLE LINE POLE NO. 12 AND ABOUT 1 FOOT ABOVE THE
 PE1084'LEVEL OF THE ROAD.
 PE1084
 PE1084                          STATION RECOVERY (1991)
 PE1084
 PE1084'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 PE1084'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0109 ***********************************************************************
 OB0109  DESIGNATION -  C 154
 OB0109  PID         -  OB0109
 OB0109  STATE/COUNTY-  ME/LINCOLN
 OB0109  USGS QUAD   -  WESTPORT (1970)
 OB0109
 OB0109                         *CURRENT SURVEY CONTROL
 OB0109  ___________________________________________________________________
 OB0109* NAD 83(1986)-  43 54 07.     (N)    069 40 47.     (W)     SCALED    
 OB0109* NAVD 88     -         7.898  (meters)      25.91   (feet)  ADJUSTED  
 OB0109  ___________________________________________________________________
 OB0109  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 OB0109  DYNAMIC HT  -           7.897 (meters)      25.91  (feet)  COMP
 OB0109  MODELED GRAV-     980,525.0   (mgal)                       NAVD 88
 OB0109
 OB0109  VERT ORDER  -  SECOND    CLASS 0
 OB0109
 OB0109.The horizontal coordinates were scaled from a topographic map and have
 OB0109.an estimated accuracy of +/- 6 seconds.
 OB0109
 OB0109.The orthometric height was determined by differential leveling
 OB0109.and adjusted by the National Geodetic Survey in June 1991..
 OB0109
 OB0109.The geoid height was determined by GEOID03.
 OB0109
 OB0109.The dynamic height is computed by dividing the NAVD 88
 OB0109.geopotential number by the normal gravity value computed on the
 OB0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0109.degrees latitude (g = 980.6199 gals.).
 OB0109
 OB0109.The modeled gravity was interpolated from observed gravity values.
 OB0109
 OB0109;                    North         East    Units  Estimated Accuracy
 OB0109;SPC ME W     -   118,830.      939,120.      MT  (+/- 180 meters Scaled)
 OB0109
 OB0109                          SUPERSEDED SURVEY CONTROL
 OB0109
 OB0109  NGVD 29 (??/??/92)    8.113  (m)           26.62   (f) ADJ UNCH    2 0
 OB0109
 OB0109.Superseded values are not recommended for survey control.
 OB0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0109.See file dsdata.txt to determine how the superseded data were derived.
 OB0109
 OB0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ454612(NAD 83)
 OB0109_MARKER: DB = BENCH MARK DISK
 OB0109_SETTING: 66 = SET IN ROCK OUTCROP
 OB0109_SP_SET: BEDROCK
 OB0109_STAMPING: C 154 1963
 OB0109_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0109+STABILITY: POSITION/ELEVATION WELL
 OB0109
 OB0109  HISTORY     - Date     Condition        Report By
 OB0109  HISTORY     - 1963     MONUMENTED       CGS
 OB0109  HISTORY     - 1990     GOOD             USPSQD
 OB0109  HISTORY     - 19910402 GOOD             USPSQD
 OB0109
 OB0109                          STATION DESCRIPTION
 OB0109
 OB0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OB0109'4.0 MI NW FROM BOOTHBAY.
 OB0109'ABOUT 4.0 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM THE BOOTHBAY
 OB0109'GRAMMAR SCHOOL AT BOOTHBAY, ON BARTER ISLAND, SET ON THE TOP AND NEAR
 OB0109'THE NORTH END OF A LARGE 60-BY-20-FOOT MASS OF EXPOSED BEDROCK
 OB0109'PROJECTING 5 FEET ABOVE THE GROUND, 141 1/2 FEET WEST OF THE CENTER
 OB0109'LINE OF THE ROAD, 79.1 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 OB0109'RESIDENCE OF S. BARR, 29.0 FEET SOUTH OF THE NORTH END OF THE EXPOSED
 OB0109'PART OF THE BEDROCK AND ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
 OB0109
 OB0109                          STATION RECOVERY (1990)
 OB0109
 OB0109'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMW)
 OB0109'RECOVERED IN GOOD CONDITION.
 OB0109
 OB0109                          STATION RECOVERY (1991)
 OB0109
 OB0109'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OB0109'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0008 ***********************************************************************
 OB0008  DESIGNATION -  C 155
 OB0008  PID         -  OB0008
 OB0008  STATE/COUNTY-  ME/LINCOLN
 OB0008  USGS QUAD   -  LOUDS ISLAND (1979)
 OB0008
 OB0008                         *CURRENT SURVEY CONTROL
 OB0008  ___________________________________________________________________
 OB0008* NAD 83(1986)-  43 53 36.     (N)    069 28 39.     (W)     SCALED    
 OB0008* NAVD 88     -        10.668  (meters)      35.00   (feet)  ADJUSTED  
 OB0008  ___________________________________________________________________
 OB0008  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 OB0008  DYNAMIC HT  -          10.667 (meters)      35.00  (feet)  COMP
 OB0008  MODELED GRAV-     980,525.6   (mgal)                       NAVD 88
 OB0008
 OB0008  VERT ORDER  -  SECOND    CLASS 0
 OB0008
 OB0008.The horizontal coordinates were scaled from a topographic map and have
 OB0008.an estimated accuracy of +/- 6 seconds.
 OB0008
 OB0008.The orthometric height was determined by differential leveling
 OB0008.and adjusted by the National Geodetic Survey in June 1991..
 OB0008
 OB0008.The geoid height was determined by GEOID03.
 OB0008
 OB0008.The dynamic height is computed by dividing the NAVD 88
 OB0008.geopotential number by the normal gravity value computed on the
 OB0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0008.degrees latitude (g = 980.6199 gals.).
 OB0008
 OB0008.The modeled gravity was interpolated from observed gravity values.
 OB0008
 OB0008;                    North         East    Units  Estimated Accuracy
 OB0008;SPC ME W     -   117,990.      955,370.      MT  (+/- 180 meters Scaled)
 OB0008
 OB0008                          SUPERSEDED SURVEY CONTROL
 OB0008
 OB0008  NGVD 29 (??/??/92)   10.877  (m)           35.69   (f) ADJ UNCH    2 0
 OB0008
 OB0008.Superseded values are not recommended for survey control.
 OB0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0008.See file dsdata.txt to determine how the superseded data were derived.
 OB0008
 OB0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ616601(NAD 83)
 OB0008_MARKER: DB = BENCH MARK DISK
 OB0008_SETTING: 66 = SET IN ROCK OUTCROP
 OB0008_SP_SET: BEDROCK
 OB0008_STAMPING: C 155 1963
 OB0008_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0008+STABILITY: POSITION/ELEVATION WELL
 OB0008
 OB0008  HISTORY     - Date     Condition        Report By
 OB0008  HISTORY     - 1963     MONUMENTED       CGS
 OB0008  HISTORY     - 20020726 MARK NOT FOUND   USPSQD
 OB0008
 OB0008                          STATION DESCRIPTION
 OB0008
 OB0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OB0008'IN CHAMBERLAIN.
 OB0008'AT CHAMBERLAIN, ALONG STATE HIGHWAY 32, 0.1 MILE NORTH OF THE POST
 OB0008'OFFICE BUILDING, SET ON THE TOP AND NEAR THE NORTH END OF A MASS OF
 OB0008'EXPOSED BEDROCK, 39 1/2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 OB0008'45.1 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A WHITE FRAME GARAGE,
 OB0008'77 FEET SOUTH OF THE CENTER LINE OF A PRIVATE DRIVEWAY LEADING TO A
 OB0008'LARGE WHITE FRAME HOUSE, 4 1/2 FEET NORTH OF THE SOUTH END OF THE
 OB0008'EXPOSED PART OF BEDROCK AND 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 OB0008
 OB0008                          STATION RECOVERY (2002)
 OB0008
 OB0008'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMW)
 OB0008'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0001 ***********************************************************************
 OB0001  DESIGNATION -  C 156
 OB0001  PID         -  OB0001
 OB0001  STATE/COUNTY-  ME/LINCOLN
 OB0001  USGS QUAD   -  PEMAQUID POINT (1997)
 OB0001
 OB0001                         *CURRENT SURVEY CONTROL
 OB0001  ___________________________________________________________________
 OB0001* NAD 83(1986)-  43 52 25.     (N)    069 30 04.     (W)     SCALED    
 OB0001* NAVD 88     -        38.429  (meters)     126.08   (feet)  ADJUSTED  
 OB0001  ___________________________________________________________________
 OB0001  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 OB0001  DYNAMIC HT  -          38.425 (meters)     126.07  (feet)  COMP
 OB0001  MODELED GRAV-     980,526.4   (mgal)                       NAVD 88
 OB0001
 OB0001  VERT ORDER  -  SECOND    CLASS 0
 OB0001
 OB0001.The horizontal coordinates were scaled from a topographic map and have
 OB0001.an estimated accuracy of +/- 6 seconds.
 OB0001
 OB0001.The orthometric height was determined by differential leveling
 OB0001.and adjusted by the National Geodetic Survey in June 1991..
 OB0001
 OB0001.The geoid height was determined by GEOID03.
 OB0001
 OB0001.The dynamic height is computed by dividing the NAVD 88
 OB0001.geopotential number by the normal gravity value computed on the
 OB0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0001.degrees latitude (g = 980.6199 gals.).
 OB0001
 OB0001.The modeled gravity was interpolated from observed gravity values.
 OB0001
 OB0001;                    North         East    Units  Estimated Accuracy
 OB0001;SPC ME W     -   115,790.      953,490.      MT  (+/- 180 meters Scaled)
 OB0001
 OB0001                          SUPERSEDED SURVEY CONTROL
 OB0001
 OB0001  NGVD 29 (??/??/92)   38.638  (m)          126.76   (f) ADJ UNCH    2 0
 OB0001
 OB0001.Superseded values are not recommended for survey control.
 OB0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0001.See file dsdata.txt to determine how the superseded data were derived.
 OB0001
 OB0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ597579(NAD 83)
 OB0001_MARKER: DB = BENCH MARK DISK
 OB0001_SETTING: 66 = SET IN ROCK OUTCROP
 OB0001_SP_SET: BEDROCK
 OB0001_STAMPING: C 156 1963
 OB0001_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0001+STABILITY: POSITION/ELEVATION WELL
 OB0001
 OB0001  HISTORY     - Date     Condition        Report By
 OB0001  HISTORY     - 1963     MONUMENTED       CGS
 OB0001  HISTORY     - 20020719 GOOD             USPSQD
 OB0001
 OB0001                          STATION DESCRIPTION
 OB0001
 OB0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OB0001'IN NEW HARBOR.
 OB0001'AT NEW HARBOR, ALONG STATE HIGHWAY 130, ABOUT 0.15 MILE SOUTHWEST OF
 OB0001'THE JUNCTION OF STATE HIGHWAYS 130 AND 32, NEAR THE CENTER OF THE
 OB0001'SMALL VILLAGE, SET ON THE TOP OF A MASS OF BEDROCK FLUSH WITH THE
 OB0001'GROUND, NEAR THE JUNCTION OF THE STATE HIGHWAY 130 AND A BLACK TOP
 OB0001'ROAD LEADING WEST TO FORT WILLIAM HENRY MEMORIAL, 52 FEET WEST OF THE
 OB0001'CENTER LINE OF THE HIGHWAY, 51 FEET NORTH OF THE CENTER LINE OF THE
 OB0001'ROAD, 119 1/2 FEET NORTH AND ACROSS THE HIGHWAY FROM THE NORTHWEST
 OB0001'CORNER OF THE BUILDING WHICH HOUSES THE POST OFFICE, 36 FEET NORTHEAST
 OB0001'OF POWER LINE POLE NO. 2 - 2, 45 FEET SOUTHWEST OF POWER LINE POLE NO.
 OB0001'1 - 1, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 OB0001
 OB0001                          STATION RECOVERY (2002)
 OB0001
 OB0001'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAB)
 OB0001'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0186 ***********************************************************************
 OB0186  DESIGNATION -  C 157
 OB0186  PID         -  OB0186
 OB0186  STATE/COUNTY-  ME/LINCOLN
 OB0186  USGS QUAD   -  WESTPORT (1970)
 OB0186
 OB0186                         *CURRENT SURVEY CONTROL
 OB0186  ___________________________________________________________________
 OB0186* NAD 83(1996)-  43 57 43.26429(N)    069 42 46.88579(W)     ADJUSTED  
 OB0186* NAVD 88     -        16.852  (meters)      55.29   (feet)  ADJUSTED  
 OB0186  ___________________________________________________________________
 OB0186  X           -   1,594,368.743 (meters)                     COMP
 OB0186  Y           -  -4,313,151.593 (meters)                     COMP
 OB0186  Z           -   4,405,048.698 (meters)                     COMP
 OB0186  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 OB0186  ELLIP HEIGHT-          -8.84  (meters)          (02/26/02) GPS OBS
 OB0186  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 OB0186  DYNAMIC HT  -          16.851 (meters)      55.29  (feet)  COMP
 OB0186  MODELED GRAV-     980,522.5   (mgal)                       NAVD 88
 OB0186
 OB0186  HORZ ORDER  -  THIRD
 OB0186  VERT ORDER  -  SECOND    CLASS 0
 OB0186  ELLP ORDER  -  FIFTH     CLASS I
 OB0186
 OB0186.This mark is at Wiscasset Airport (9B9)
 OB0186
 OB0186.The horizontal coordinates were established by GPS observations
 OB0186.and adjusted by the National Geodetic Survey in September 1997..
 OB0186
 OB0186.The orthometric height was determined by differential leveling
 OB0186.and adjusted by the National Geodetic Survey in June 1991..
 OB0186
 OB0186.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OB0186
 OB0186.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0186
 OB0186.The ellipsoidal height was determined by GPS observations
 OB0186.and is referenced to NAD 83.
 OB0186
 OB0186.The geoid height was determined by GEOID03.
 OB0186
 OB0186.The dynamic height is computed by dividing the NAVD 88
 OB0186.geopotential number by the normal gravity value computed on the
 OB0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0186.degrees latitude (g = 980.6199 gals.).
 OB0186
 OB0186.The modeled gravity was interpolated from observed gravity values.
 OB0186
 OB0186;                    North         East     Units Scale Factor Converg.
 OB0186;SPC ME W     -   125,493.276   936,406.969   MT  0.99998296   +0 18 53.7
 OB0186;UTM  19      - 4,867,901.350   442,797.436   MT  0.99964024   -0 29 41.9
 OB0186
 OB0186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0186!SPC ME W     -   1.00000139  x   0.99998296  =   0.99998435
 OB0186!UTM  19      -   1.00000139  x   0.99964024  =   0.99964163
 OB0186
 OB0186:                Primary Azimuth Mark                     Grid Az
 OB0186:SPC ME W     -  9B9 A                                    214 27 21.9
 OB0186:UTM  19      -  9B9 A                                    215 15 57.5
 OB0186
 OB0186|---------------------------------------------------------------------|
 OB0186| PID    Reference Object                     Distance      Geod. Az  |
 OB0186|                                                           dddmmss.s |
 OB0186| AB2682 9B9 A                               495.564 METERS 2144615.6 |
 OB0186|---------------------------------------------------------------------|
 OB0186
 OB0186                          SUPERSEDED SURVEY CONTROL
 OB0186
 OB0186  NAVD 88 (09/15/97)   16.85   (m)           55.3    (f) LEVELING    3  
 OB0186  NGVD 29 (??/??/92)   17.063  (m)           55.98   (f) ADJ UNCH    2 0
 OB0186
 OB0186.Superseded values are not recommended for survey control.
 OB0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0186.See file dsdata.txt to determine how the superseded data were derived.
 OB0186
 OB0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ4279767901(NAD 83)
 OB0186_MARKER: DB = BENCH MARK DISK
 OB0186_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OB0186_SP_SET: SET IN A LIGHT STRUCTURE
 OB0186_STAMPING: C 157 1963
 OB0186_MARK LOGO: CGS   
 OB0186_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OB0186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OB0186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OB0186+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2004
 OB0186
 OB0186  HISTORY     - Date     Condition        Report By
 OB0186  HISTORY     - 1963     MONUMENTED       CGS
 OB0186  HISTORY     - 1990     GOOD             USPSQD
 OB0186  HISTORY     - 19910622 GOOD             USPSQD
 OB0186  HISTORY     - 19951004 GOOD             CHANCE
 OB0186  HISTORY     - 19960703 GOOD             NGS
 OB0186  HISTORY     - 20041123 GOOD             USPSQD
 OB0186  HISTORY     - 20060916 MARK NOT FOUND   USPSQD
 OB0186
 OB0186                          STATION DESCRIPTION
 OB0186
 OB0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OB0186'4.4 MI SW FROM WISCASSET.
 OB0186'ABOUT 3.6 MILES SOUTHWEST ALONG U. S. HIGHWAY 1 FROM THE POST OFFICE
 OB0186'AT WISCASSET, THENCE 0.5 MILE SOUTHEAST ALONG STATE HIGHWAY 144,
 OB0186'THENCE 0.3 MILE SOUTHWEST ALONG A BLACK TOP ROAD, AT THE WISCASSET
 OB0186'AIRPORT, SET ON THE TOP OF THE SOUTHWEST CORNER OF THE CONCRETE BASE
 OB0186'SUPPORTING A LARGE WIND SOCK, (NOTE BASE FOR WIND SOCK IS 7 FEET
 OB0186'DEEP), ABOUT 0.15 MILE SOUTHWEST OF THE BEACON AT MAIN ENTRANCE TO
 OB0186'AIRPORT, 190 FEET NORTH OF THE NORTH EDGE OF THE RUNWAY (ONLY RUNWAY
 OB0186'AT AIRPORT), AND ABOUT LEVEL WITH THE GROUND.
 OB0186
 OB0186                          STATION RECOVERY (1990)
 OB0186
 OB0186'RECOVERY NOTE BY US POWER SQUADRON 1990 (FC)
 OB0186'RECOVERED IN GOOD CONDITION.
 OB0186
 OB0186                          STATION RECOVERY (1991)
 OB0186
 OB0186'RECOVERY NOTE BY US POWER SQUADRON 1991 (FC)
 OB0186'RECOVERED IN GOOD CONDITION.
 OB0186
 OB0186                          STATION RECOVERY (1995)
 OB0186
 OB0186'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (DS)
 OB0186'RECOVERED AS DESCRIBED.
 OB0186
 OB0186                          STATION RECOVERY (1996)
 OB0186
 OB0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (ED)
 OB0186'RECOVERED AS DESCRIBED.
 OB0186
 OB0186                          STATION RECOVERY (2004)
 OB0186
 OB0186'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMW)
 OB0186'THE AIRPORT MANAGER SAID THAT THE WIND SOCK AND BASE WILL BE REMOVED
 OB0186'TO EXPAND THE TAXIWAY. THIS IS SCHEDULED FOR 2005.
 OB0186
 OB0186                          STATION RECOVERY (2006)
 OB0186
 OB0186'RECOVERY NOTE BY US POWER SQUADRON 2006 (AMW)
 OB0186'THE WIND SOCK AND ITS FOUNDATION HAS BEEN DESTROYED AS PART OF
 OB0186'EXPANSION TO THE AIRPORT. THE EXCAVATION IS GOING ON AS OF THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0677 ***********************************************************************
 PE0677  DESIGNATION -  C 158
 PE0677  PID         -  PE0677
 PE0677  STATE/COUNTY-  ME/WALDO
 PE0677  USGS QUAD   -  BURNHAM (1982)
 PE0677
 PE0677                         *CURRENT SURVEY CONTROL
 PE0677  ___________________________________________________________________
 PE0677* NAD 83(1986)-  44 41 34.     (N)    069 25 40.     (W)     SCALED    
 PE0677* NAVD 88     -        44.953  (meters)     147.48   (feet)  ADJUSTED  
 PE0677  ___________________________________________________________________
 PE0677  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 PE0677  DYNAMIC HT  -          44.951 (meters)     147.48  (feet)  COMP
 PE0677  MODELED GRAV-     980,567.2   (mgal)                       NAVD 88
 PE0677  OBS GRAVITY -     980,567.7   (mgal)                       GRAV_OBS
 PE0677
 PE0677  VERT ORDER  -  FIRST     CLASS I
 PE0677
 PE0677.The horizontal coordinates were scaled from a topographic map and have
 PE0677.an estimated accuracy of +/- 6 seconds.
 PE0677
 PE0677.The orthometric height was determined by differential leveling
 PE0677.and adjusted by the National Geodetic Survey in June 1991..
 PE0677
 PE0677.The geoid height was determined by GEOID03.
 PE0677
 PE0677.The dynamic height is computed by dividing the NAVD 88
 PE0677.geopotential number by the normal gravity value computed on the
 PE0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0677.degrees latitude (g = 980.6199 gals.).
 PE0677
 PE0677.The modeled gravity was interpolated from observed gravity values.
 PE0677.The observed gravity was obtained from relative gravimeter ties
 PE0677.to the IGSN71 gravity network.
 PE0677
 PE0677;                    North         East    Units  Estimated Accuracy
 PE0677;SPC ME E     -   114,420.      226,470.      MT  (+/- 180 meters Scaled)
 PE0677
 PE0677                          SUPERSEDED SURVEY CONTROL
 PE0677
 PE0677  NGVD 29 (??/??/92)   45.160  (m)          148.16   (f) ADJ UNCH    1 1
 PE0677
 PE0677.Superseded values are not recommended for survey control.
 PE0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0677.See file dsdata.txt to determine how the superseded data were derived.
 PE0677
 PE0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK661489(NAD 83)
 PE0677_MARKER: DB = BENCH MARK DISK
 PE0677_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE0677_SP_SET: BRIDGE
 PE0677_STAMPING: C 158 1966
 PE0677_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0677
 PE0677  HISTORY     - Date     Condition        Report By
 PE0677  HISTORY     - 1966     MONUMENTED       CGS
 PE0677  HISTORY     - 1978     GOOD             DOD
 PE0677  HISTORY     - 1985     GOOD             USPSQD
 PE0677
 PE0677                          STATION DESCRIPTION
 PE0677
 PE0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE0677'AT BURNHAM.
 PE0677'AT BURNHAM, ABOUT 0.1 MILE NORTHEAST ALONG THE MAINE CENTRAL
 PE0677'RAILROAD FROM THE STATION, THENCE ABOUT 0.1 MILE SOUTHEAST ALONG
 PE0677'A BLACK TOPPED ROAD, ABOUT 80 YARDS SOUTHEAST OF THE INTERSECTION
 PE0677'OF STATE HIGHWAYS 100 AND 11, AT THE NORTHWEST END OF BRIDGE
 PE0677'OVER THE SEBASTICOOK RIVER, IN THE TOP OF THE NORTHWEST END OF
 PE0677'THE NORTHEAST CONCRETE GUARD RAIL BASE, 15.0 FEET NORTHEAST OF
 PE0677'THE CENTER LINE OF THE ROAD, 2.3 FEET SOUTHEAST OF THE NORTHWEST
 PE0677'END OF THE BASE, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 PE0677'ROADWAY.
 PE0677
 PE0677                          STATION RECOVERY (1978)
 PE0677
 PE0677'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE0677'RECOVERED IN GOOD CONDITION.
 PE0677
 PE0677                          STATION RECOVERY (1985)
 PE0677
 PE0677'RECOVERY NOTE BY US POWER SQUADRON 1985
 PE0677'THE RAILROAD STATION HAS BEEN REMOVED. THE FORMER SITE IS OBVIOUS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0473 ***********************************************************************
 PE0473  DESIGNATION -  C 159
 PE0473  PID         -  PE0473
 PE0473  STATE/COUNTY-  ME/PENOBSCOT
 PE0473  USGS QUAD   -  BANGOR (1991)
 PE0473
 PE0473                         *CURRENT SURVEY CONTROL
 PE0473  ___________________________________________________________________
 PE0473* NAD 83(1986)-  44 46 40.     (N)    068 47 16.     (W)     SCALED    
 PE0473* NAVD 88     -        20.567  (meters)      67.48   (feet)  ADJUSTED  
 PE0473  ___________________________________________________________________
 PE0473  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 PE0473  DYNAMIC HT  -          20.566 (meters)      67.47  (feet)  COMP
 PE0473  MODELED GRAV-     980,580.3   (mgal)                       NAVD 88
 PE0473  OBS GRAVITY -     980,578.5   (mgal)                       GRAV_OBS
 PE0473
 PE0473  VERT ORDER  -  FIRST     CLASS I
 PE0473
 PE0473.The horizontal coordinates were scaled from a topographic map and have
 PE0473.an estimated accuracy of +/- 6 seconds.
 PE0473
 PE0473.The orthometric height was determined by differential leveling
 PE0473.and adjusted by the National Geodetic Survey in June 1991..
 PE0473
 PE0473.The geoid height was determined by GEOID03.
 PE0473
 PE0473.The dynamic height is computed by dividing the NAVD 88
 PE0473.geopotential number by the normal gravity value computed on the
 PE0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0473.degrees latitude (g = 980.6199 gals.).
 PE0473
 PE0473.The modeled gravity was interpolated from observed gravity values.
 PE0473.The observed gravity was obtained from relative gravimeter ties
 PE0473.to the IGSN71 gravity network.
 PE0473
 PE0473;                    North         East    Units  Estimated Accuracy
 PE0473;SPC ME E     -   123,490.      277,220.      MT  (+/- 180 meters Scaled)
 PE0473
 PE0473                          SUPERSEDED SURVEY CONTROL
 PE0473
 PE0473  NGVD 29 (??/??/92)   20.777  (m)           68.17   (f) ADJ UNCH    1 1
 PE0473
 PE0473.Superseded values are not recommended for survey control.
 PE0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0473.See file dsdata.txt to determine how the superseded data were derived.
 PE0473
 PE0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK167582(NAD 83)
 PE0473_MARKER: DB = BENCH MARK DISK
 PE0473_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE0473_SP_SET: SIGNAL CONCRETE BASE
 PE0473_STAMPING: C 159 1966
 PE0473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE0473
 PE0473  HISTORY     - Date     Condition        Report By
 PE0473  HISTORY     - 1966     MONUMENTED       CGS
 PE0473  HISTORY     - 1978     GOOD             DMA
 PE0473  HISTORY     - 1985     GOOD             USPSQD
 PE0473  HISTORY     - 1988     GOOD             USPSQD
 PE0473
 PE0473                          STATION DESCRIPTION
 PE0473
 PE0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE0473'1.6 MI SW FROM BANGOR.
 PE0473'1.6 MILES SOUTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE0473'UNION STREET BRIDGE OVER THE PENOBSCOT RIVER AT BANGOR, ABOUT
 PE0473'0.3 MILE SOUTHWEST OF THE RAILROAD OVERPASS OVER U.S. HIGHWAY
 PE0473'1A, ABOUT 0.2 MILE NORTHEAST OF MILEPOST P135/V116, IN THE
 PE0473'TOP OF A 2 1/2-FOOT SQUARE CONCRETE ABANDONED SIGNAL BASE, 9.0
 PE0473'FEET NORTHWEST OF THE NORTHWEST RAIL, 5 FEET EAST OF THE NORTH
 PE0473'CORNER OF A SIGNAL CONTROL BOX (135.2), AND ABOUT 1 FOOT BELOW
 PE0473'THE LEVEL OF THE TRACK.
 PE0473
 PE0473                          STATION RECOVERY (1978)
 PE0473
 PE0473'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PE0473'RECOVERED IN GOOD CONDITION.
 PE0473
 PE0473                          STATION RECOVERY (1985)
 PE0473
 PE0473'RECOVERY NOTE BY US POWER SQUADRON 1985
 PE0473'RECOVERED IN GOOD CONDITION.
 PE0473
 PE0473                          STATION RECOVERY (1988)
 PE0473
 PE0473'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE0473'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0228 ***********************************************************************
 PF0228  DESIGNATION -  C 16
 PF0228  PID         -  PF0228
 PF0228  STATE/COUNTY-  ME/OXFORD
 PF0228  USGS QUAD   -  FRYEBURG (1989)
 PF0228
 PF0228                         *CURRENT SURVEY CONTROL
 PF0228  ___________________________________________________________________
 PF0228* NAD 83(1986)-  44 00 19.     (N)    070 57 03.     (W)     SCALED    
 PF0228* NAVD 88     -       128.345  (meters)     421.08   (feet)  ADJUSTED  
 PF0228  ___________________________________________________________________
 PF0228  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 PF0228  DYNAMIC HT  -         128.324 (meters)     421.01  (feet)  COMP
 PF0228  MODELED GRAV-     980,454.6   (mgal)                       NAVD 88
 PF0228
 PF0228  VERT ORDER  -  SECOND    CLASS 0
 PF0228
 PF0228.The horizontal coordinates were scaled from a topographic map and have
 PF0228.an estimated accuracy of +/- 6 seconds.
 PF0228
 PF0228.The orthometric height was determined by differential leveling
 PF0228.and adjusted by the National Geodetic Survey in June 1991..
 PF0228
 PF0228.The geoid height was determined by GEOID03.
 PF0228
 PF0228.The dynamic height is computed by dividing the NAVD 88
 PF0228.geopotential number by the normal gravity value computed on the
 PF0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0228.degrees latitude (g = 980.6199 gals.).
 PF0228
 PF0228.The modeled gravity was interpolated from observed gravity values.
 PF0228
 PF0228;                    North         East    Units  Estimated Accuracy
 PF0228;SPC ME W     -   130,500.      837,110.      MT  (+/- 180 meters Scaled)
 PF0228
 PF0228                          SUPERSEDED SURVEY CONTROL
 PF0228
 PF0228  NGVD 29 (??/??/92)  128.490  (m)          421.55   (f) ADJ UNCH    2 0
 PF0228
 PF0228.Superseded values are not recommended for survey control.
 PF0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0228.See file dsdata.txt to determine how the superseded data were derived.
 PF0228
 PF0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ436743(NAD 83)
 PF0228_MARKER: DB = BENCH MARK DISK
 PF0228_SETTING: 66 = SET IN ROCK OUTCROP
 PF0228_SP_SET: ROCK LEDGE
 PF0228_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PF0228+STABILITY: POSITION/ELEVATION WELL
 PF0228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PF0228+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2004
 PF0228
 PF0228  HISTORY     - Date     Condition        Report By
 PF0228  HISTORY     - UNK      MONUMENTED       CGS
 PF0228  HISTORY     - 1933     GOOD             NGS
 PF0228  HISTORY     - 1962     GOOD             USGS
 PF0228  HISTORY     - 20040401 GOOD             GEOCAC
 PF0228
 PF0228                          STATION DESCRIPTION
 PF0228
 PF0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PF0228'1.3 MI SE FROM FRYEBURG.
 PF0228'1.3 MILES SOUTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PF0228'STATION AT FRYEBURG, 0.6 MILE WEST OF MILEPOST P 48, 25 FEET
 PF0228'NORTH OF THE TRACK, 35 FEET SOUTH OF THE CENTERLINE OF STATE
 PF0228'HIGHWAY 113, AND LEVEL WITH THE BASE OF THE RAIL.  SET IN THE TOP
 PF0228'OF A CONCRETE POST.  NOTE-- THIS MARK WAS FOUND SET IN A ROCK LEDGE,
 PF0228'NOT IN A CONCRETE POST AS DESCRIBED.
 PF0228
 PF0228                          STATION RECOVERY (1962)
 PF0228
 PF0228'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 PF0228'RECOVERED IN GOOD CONDITION.
 PF0228
 PF0228                          STATION RECOVERY (2004)
 PF0228
 PF0228'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 PF0228'RECOVERED AS DESCRIBED. DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0070 ***********************************************************************
 PE0070  DESIGNATION -  C 160
 PE0070  PID         -  PE0070
 PE0070  STATE/COUNTY-  ME/HANCOCK
 PE0070  USGS QUAD   -  TUNK LAKE (1982)
 PE0070
 PE0070                         *CURRENT SURVEY CONTROL
 PE0070  ___________________________________________________________________
 PE0070* NAD 83(1986)-  44 33 04.     (N)    068 07 18.     (W)     SCALED    
 PE0070* NAVD 88     -        54.461  (meters)     178.68   (feet)  ADJUSTED  
 PE0070  ___________________________________________________________________
 PE0070  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 PE0070  DYNAMIC HT  -          54.458 (meters)     178.67  (feet)  COMP
 PE0070  MODELED GRAV-     980,549.6   (mgal)                       NAVD 88
 PE0070
 PE0070  VERT ORDER  -  FIRST     CLASS I
 PE0070
 PE0070.The horizontal coordinates were scaled from a topographic map and have
 PE0070.an estimated accuracy of +/- 6 seconds.
 PE0070
 PE0070.The orthometric height was determined by differential leveling
 PE0070.and adjusted by the National Geodetic Survey in June 1991..
 PE0070
 PE0070.The geoid height was determined by GEOID03.
 PE0070
 PE0070.The dynamic height is computed by dividing the NAVD 88
 PE0070.geopotential number by the normal gravity value computed on the
 PE0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0070.degrees latitude (g = 980.6199 gals.).
 PE0070
 PE0070.The modeled gravity was interpolated from observed gravity values.
 PE0070
 PE0070;                    North         East    Units  Estimated Accuracy
 PE0070;SPC ME E     -    98,330.      330,060.      MT  (+/- 180 meters Scaled)
 PE0070
 PE0070                          SUPERSEDED SURVEY CONTROL
 PE0070
 PE0070  NGVD 29 (??/??/92)   54.664  (m)          179.34   (f) ADJ UNCH    1 1
 PE0070
 PE0070.Superseded values are not recommended for survey control.
 PE0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0070.See file dsdata.txt to determine how the superseded data were derived.
 PE0070
 PE0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK697334(NAD 83)
 PE0070_MARKER: DB = BENCH MARK DISK
 PE0070_SETTING: 66 = SET IN ROCK OUTCROP
 PE0070_SP_SET: ROCK CUT
 PE0070_STAMPING: C 160 1966
 PE0070_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0070+STABILITY: POSITION/ELEVATION WELL
 PE0070
 PE0070  HISTORY     - Date     Condition        Report By
 PE0070  HISTORY     - 1966     MONUMENTED       CGS
 PE0070  HISTORY     - 1978     GOOD             DMA
 PE0070
 PE0070                          STATION DESCRIPTION
 PE0070
 PE0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE0070'0.4 MI NW FROM TUNK LAKE.
 PE0070'0.45 MILE NORTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE0070'CROSSING OF STATE HIGHWAY 183 AT TUNK LAKE, ABOUT 0.25 MILE
 PE0070'NORTHWEST OF MILEPOST P185/C85, 7 RAILS SOUTHEAST OF THE
 PE0070'SOUTHEAST END OF A CURVE WITH TANGENTS EXTENDING NORTH AND
 PE0070'SOUTHEAST, IN THE TOP OF A ROCK THAT THE EXPOSES PORTION IS
 PE0070'ABOUT 10-BY-4-FOOT AND PROJECTS 1 FOOT, 28.0 FEET SOUTHWEST OF
 PE0070'THE SOUTHWEST RAIL, 37 1/2 FEET EAST OF POWER POLE 577, 2 1/2
 PE0070'FEET NORTHEAST OF THE SOUTHWEST END OF THE ROCK, AND ABOUT
 PE0070'1 1/2 FEET ABOVE THE LEVEL OF THE TRACK.
 PE0070
 PE0070                          STATION RECOVERY (1978)
 PE0070
 PE0070'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PE0070'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0370 ***********************************************************************
 OC0370  DESIGNATION -  C 161
 OC0370  PID         -  OC0370
 OC0370  STATE/COUNTY-  ME/YORK
 OC0370  USGS QUAD   -  WELLS (1979)
 OC0370
 OC0370                         *CURRENT SURVEY CONTROL
 OC0370  ___________________________________________________________________
 OC0370* NAD 83(1986)-  43 19 57.     (N)    070 34 16.     (W)     SCALED    
 OC0370* NAVD 88     -        14.405  (meters)      47.26   (feet)  ADJUSTED  
 OC0370  ___________________________________________________________________
 OC0370  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 OC0370  DYNAMIC HT  -          14.403 (meters)      47.25  (feet)  COMP
 OC0370  MODELED GRAV-     980,471.2   (mgal)                       NAVD 88
 OC0370
 OC0370  VERT ORDER  -  FIRST     CLASS I
 OC0370
 OC0370.The horizontal coordinates were scaled from a topographic map and have
 OC0370.an estimated accuracy of +/- 6 seconds.
 OC0370
 OC0370.The orthometric height was determined by differential leveling
 OC0370.and adjusted by the National Geodetic Survey in June 1991..
 OC0370
 OC0370.The geoid height was determined by GEOID03.
 OC0370
 OC0370.The dynamic height is computed by dividing the NAVD 88
 OC0370.geopotential number by the normal gravity value computed on the
 OC0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0370.degrees latitude (g = 980.6199 gals.).
 OC0370
 OC0370.The modeled gravity was interpolated from observed gravity values.
 OC0370
 OC0370;                    North         East    Units  Estimated Accuracy
 OC0370;SPC ME W     -    55,530.      867,200.      MT  (+/- 180 meters Scaled)
 OC0370
 OC0370                          SUPERSEDED SURVEY CONTROL
 OC0370
 OC0370  NGVD 29 (??/??/92)   14.629  (m)           48.00   (f) ADJ UNCH    1 1
 OC0370
 OC0370.Superseded values are not recommended for survey control.
 OC0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0370.See file dsdata.txt to determine how the superseded data were derived.
 OC0370
 OC0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH726989(NAD 83)
 OC0370_MARKER: DB = BENCH MARK DISK
 OC0370_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OC0370_SP_SET: CULVERT
 OC0370_STAMPING: C 161 1966
 OC0370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC0370
 OC0370  HISTORY     - Date     Condition        Report By
 OC0370  HISTORY     - 1966     MONUMENTED       CGS
 OC0370  HISTORY     - 1978     GOOD             DOD
 OC0370  HISTORY     - 1988     GOOD             USPSQD
 OC0370  HISTORY     - 19950913 GOOD             USPSQD
 OC0370
 OC0370                          STATION DESCRIPTION
 OC0370
 OC0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OC0370'0.9 MI NE FROM WELLS.
 OC0370'ABOUT 0.9 MILE NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION
 OC0370'OF STATE HIGHWAY 9 AT WELLS, IN THE TOP OF THE SOUTHWEST END OF
 OC0370'THE NORTHWEST CONCRETE HEAD WALL FOR A 9-FOOT BOX CULVERT OVER
 OC0370'BLACKSMITH BROOK, 25 FEET NORTHWEST OF THE CENTER LINE OF THE
 OC0370'HIGHWAY, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 OC0370
 OC0370                          STATION RECOVERY (1978)
 OC0370
 OC0370'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 OC0370'RECOVERED IN GOOD CONDITION.
 OC0370
 OC0370                          STATION RECOVERY (1988)
 OC0370
 OC0370'RECOVERY NOTE BY US POWER SQUADRON 1988 (RSR)
 OC0370'RECOVERED IN GOOD CONDITION.
 OC0370
 OC0370                          STATION RECOVERY (1995)
 OC0370
 OC0370'RECOVERY NOTE BY US POWER SQUADRON 1995
 OC0370'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0073 ***********************************************************************
 OC0073  DESIGNATION -  C 162
 OC0073  PID         -  OC0073
 OC0073  STATE/COUNTY-  ME/YORK
 OC0073  USGS QUAD   -  PROUTS NECK (1978)
 OC0073
 OC0073                         *CURRENT SURVEY CONTROL
 OC0073  ___________________________________________________________________
 OC0073* NAD 83(1986)-  43 31 16.     (N)    070 22 12.     (W)     SCALED    
 OC0073* NAVD 88     -         3.045  (meters)       9.99   (feet)  ADJUSTED  
 OC0073  ___________________________________________________________________
 OC0073  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 OC0073  DYNAMIC HT  -           3.044 (meters)       9.99  (feet)  COMP
 OC0073  MODELED GRAV-     980,498.5   (mgal)                       NAVD 88
 OC0073
 OC0073  VERT ORDER  -  FIRST     CLASS I
 OC0073
 OC0073.The horizontal coordinates were scaled from a topographic map and have
 OC0073.an estimated accuracy of +/- 6 seconds.
 OC0073
 OC0073.The orthometric height was determined by differential leveling
 OC0073.and adjusted by the National Geodetic Survey in June 1991..
 OC0073
 OC0073.The geoid height was determined by GEOID03.
 OC0073
 OC0073.The dynamic height is computed by dividing the NAVD 88
 OC0073.geopotential number by the normal gravity value computed on the
 OC0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0073.degrees latitude (g = 980.6199 gals.).
 OC0073
 OC0073.The modeled gravity was interpolated from observed gravity values.
 OC0073
 OC0073;                    North         East    Units  Estimated Accuracy
 OC0073;SPC ME W     -    76,430.      883,560.      MT  (+/- 180 meters Scaled)
 OC0073
 OC0073                          SUPERSEDED SURVEY CONTROL
 OC0073
 OC0073  NGVD 29 (??/??/92)    3.274  (m)           10.74   (f) ADJ UNCH    1 1
 OC0073
 OC0073.Superseded values are not recommended for survey control.
 OC0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0073.See file dsdata.txt to determine how the superseded data were derived.
 OC0073
 OC0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ892195(NAD 83)
 OC0073_MARKER: DB = BENCH MARK DISK
 OC0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OC0073_STAMPING: C 162 1966
 OC0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC0073+STABILITY: SURFACE MOTION
 OC0073
 OC0073  HISTORY     - Date     Condition        Report By
 OC0073  HISTORY     - 1966     MONUMENTED       CGS
 OC0073  HISTORY     - 1978     GOOD             DOD
 OC0073
 OC0073                          STATION DESCRIPTION
 OC0073
 OC0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OC0073'AT OLD ORCHARD BEACH.
 OC0073'AT OLD ORCHARD BEACH, ABOUT 0.4 MILE NORTHEAST ALONG STATE
 OC0073'HIGHWAY 9 FROM THE JUNCTION OF STATE HIGHWAY 5, NEAR THE
 OC0073'INTERSECTION OF WALNUT STREET, 122 FEET NORTHWEST OF THE CENTER
 OC0073'LINE OF THE HIGHWAY, 20 FEET SOUTHWEST OF THE CENTER LINE OF
 OC0073'WALNUT STREET, 24.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 OC0073'NORTHEAST-BOUND MAIN TRACK OF THE BOSTON AND MAINE RAILROAD,
 OC0073'7 FEET WEST OF POWER LINE POLE 3, 2 FEET NORTHEAST OF THE
 OC0073'NORTHEAST END OF A WOODEN FENCE, 1.5 FEET NORTHEAST OF A METAL
 OC0073'WITNESS POST, ABOUT LEVEL WITH THE STREET AND SET IN THE TOP
 OC0073'OF A CONCRETE POST PROJECTING 0.3 FOOT.
 OC0073
 OC0073                          STATION RECOVERY (1978)
 OC0073
 OC0073'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 OC0073'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0022 ***********************************************************************
 OC0022  DESIGNATION -  C 163
 OC0022  PID         -  OC0022
 OC0022  STATE/COUNTY-  ME/CUMBERLAND
 OC0022  USGS QUAD   -  PORTLAND WEST (1978)
 OC0022
 OC0022                         *CURRENT SURVEY CONTROL
 OC0022  ___________________________________________________________________
 OC0022* NAD 83(1986)-  43 40 14.     (N)    070 17 03.     (W)     SCALED    
 OC0022* NAVD 88     -        16.858  (meters)      55.31   (feet)  ADJUSTED  
 OC0022  ___________________________________________________________________
 OC0022  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 OC0022  DYNAMIC HT  -          16.856 (meters)      55.30  (feet)  COMP
 OC0022  MODELED GRAV-     980,497.7   (mgal)                       NAVD 88
 OC0022
 OC0022  VERT ORDER  -  FIRST     CLASS I
 OC0022
 OC0022.The horizontal coordinates were scaled from a topographic map and have
 OC0022.an estimated accuracy of +/- 6 seconds.
 OC0022
 OC0022.The orthometric height was determined by differential leveling
 OC0022.and adjusted by the National Geodetic Survey in June 1991..
 OC0022
 OC0022.The geoid height was determined by GEOID03.
 OC0022
 OC0022.The dynamic height is computed by dividing the NAVD 88
 OC0022.geopotential number by the normal gravity value computed on the
 OC0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0022.degrees latitude (g = 980.6199 gals.).
 OC0022
 OC0022.The modeled gravity was interpolated from observed gravity values.
 OC0022
 OC0022;                    North         East    Units  Estimated Accuracy
 OC0022;SPC ME W     -    93,020.      890,520.      MT  (+/- 180 meters Scaled)
 OC0022
 OC0022                          SUPERSEDED SURVEY CONTROL
 OC0022
 OC0022  NGVD 29 (??/??/92)   17.071  (m)           56.01   (f) ADJ UNCH    1 1
 OC0022
 OC0022.Superseded values are not recommended for survey control.
 OC0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0022.See file dsdata.txt to determine how the superseded data were derived.
 OC0022
 OC0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ964360(NAD 83)
 OC0022_MARKER: DB = BENCH MARK DISK
 OC0022_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC0022_SP_SET: BUILDING
 OC0022_STAMPING: C 163 1966
 OC0022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC0022_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OC0022+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2006
 OC0022
 OC0022  HISTORY     - Date     Condition        Report By
 OC0022  HISTORY     - 1966     MONUMENTED       CGS
 OC0022  HISTORY     - 1978     GOOD             DOD
 OC0022  HISTORY     - 1988     GOOD             USPSQD
 OC0022  HISTORY     - 1990     GOOD             USPSQD
 OC0022  HISTORY     - 20060916 GOOD             USPSQD
 OC0022
 OC0022                          STATION DESCRIPTION
 OC0022
 OC0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OC0022'AT PORTLAND.
 OC0022'AT PORTLAND, ABOUT 1.2 MILES NORTHWEST ALONG FOREST AVENUE FROM
 OC0022'THE POST OFFICE, NEAR THE INTERSECTION OF FOREST AVENUE AND
 OC0022'WOODFORD STREET, AT THE THREE-STORIED BRICK BUILDING HOUSING THE
 OC0022'CASCO BANK AND TRUST CO. ON THE GROUND FLOOR AND THE MASONIC
 OC0022'LODGE ON THE UPPER FLOORS, (BUILDING IS AT 651 FOREST AVENUE)
 OC0022'SET VERTICALLY IN THE NORTH FACE NEAR THE NORTHWEST CORNER OF
 OC0022'THE BUILDING, 34 FEET EAST OF THE EXTENDED EAST CURB OF THE
 OC0022'AVENUE, 7 FEET SOUTH OF THE SOUTH CURB OF THE STREET, 1.4 FEET
 OC0022'EAST OF THE NORTHWEST CORNER, AND ABOUT 2 FEET ABOVE THE LEVEL
 OC0022'OF THE SIDEWALK.
 OC0022
 OC0022                          STATION RECOVERY (1978)
 OC0022
 OC0022'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 OC0022'RECOVERED IN GOOD CONDITION.
 OC0022
 OC0022                          STATION RECOVERY (1988)
 OC0022
 OC0022'RECOVERY NOTE BY US POWER SQUADRON 1988 (DWH)
 OC0022'RECOVERED IN GOOD CONDITION.
 OC0022
 OC0022                          STATION RECOVERY (1990)
 OC0022
 OC0022'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMW)
 OC0022'RECOVERED IN GOOD CONDITION.
 OC0022
 OC0022                          STATION RECOVERY (2006)
 OC0022
 OC0022'RECOVERY NOTE BY US POWER SQUADRON 2006 (AMW)
 OC0022'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0060 ***********************************************************************
 OC0060  DESIGNATION -  C 164
 OC0060  PID         -  OC0060
 OC0060  STATE/COUNTY-  ME/CUMBERLAND
 OC0060  USGS QUAD   -  GRAY (1980)
 OC0060
 OC0060                         *CURRENT SURVEY CONTROL
 OC0060  ___________________________________________________________________
 OC0060* NAD 83(1986)-  43 57 32.     (N)    070 15 43.     (W)     SCALED    
 OC0060* NAVD 88     -        35.316  (meters)     115.87   (feet)  ADJUSTED  
 OC0060  ___________________________________________________________________
 OC0060  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 OC0060  DYNAMIC HT  -          35.312 (meters)     115.85  (feet)  COMP
 OC0060  MODELED GRAV-     980,498.8   (mgal)                       NAVD 88
 OC0060
 OC0060  VERT ORDER  -  FIRST     CLASS I
 OC0060
 OC0060.The horizontal coordinates were scaled from a topographic map and have
 OC0060.an estimated accuracy of +/- 6 seconds.
 OC0060
 OC0060.The orthometric height was determined by differential leveling
 OC0060.and adjusted by the National Geodetic Survey in June 1991..
 OC0060
 OC0060.The geoid height was determined by GEOID03.
 OC0060
 OC0060.The dynamic height is computed by dividing the NAVD 88
 OC0060.geopotential number by the normal gravity value computed on the
 OC0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0060.degrees latitude (g = 980.6199 gals.).
 OC0060
 OC0060.The modeled gravity was interpolated from observed gravity values.
 OC0060
 OC0060;                    North         East    Units  Estimated Accuracy
 OC0060;SPC ME W     -   125,050.      892,350.      MT  (+/- 180 meters Scaled)
 OC0060
 OC0060                          SUPERSEDED SURVEY CONTROL
 OC0060
 OC0060  NGVD 29 (??/??/92)   35.512  (m)          116.51   (f) ADJ UNCH    1 1
 OC0060
 OC0060.Superseded values are not recommended for survey control.
 OC0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0060.See file dsdata.txt to determine how the superseded data were derived.
 OC0060
 OC0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ987680(NAD 83)
 OC0060_MARKER: DB = BENCH MARK DISK
 OC0060_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OC0060_SP_SET: STEP
 OC0060_STAMPING: C 164 1966
 OC0060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC0060
 OC0060  HISTORY     - Date     Condition        Report By
 OC0060  HISTORY     - 1966     MONUMENTED       CGS
 OC0060  HISTORY     - 1978     GOOD             DOD
 OC0060
 OC0060                          STATION DESCRIPTION
 OC0060
 OC0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OC0060'4.6 MI S FROM DANVILLE.
 OC0060'ABOUT 4.6 MILES SOUTH ALONG THE CANADIAN NATIONAL RAILWAY FROM
 OC0060'DANVILLE JCT. AT DANVILLE, ABOUT 0.5 MILE NORTH OF THE CROSSING OF
 OC0060'STATE HIGHWAY 231, 0.1 MILE SOUTH OF TELEPHONE POLE WITH MILEPOST
 OC0060'23 ATTACHED, AT RAILROAD BRIDGE NO. 22.9 OVER MEADOW BROOK,
 OC0060'9.0 FEET EAST OF THE EAST RAIL, ABOUT 2 FEET BELOW THE LEVEL
 OC0060'OF THE TRACK, AND SET IN THE TOP OF THE SECOND STEP AT THE EAST
 OC0060'END OF THE NORTH STONE ABUTMENT OF THE BRIDGE.
 OC0060
 OC0060                          STATION RECOVERY (1978)
 OC0060
 OC0060'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 OC0060'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1444 ***********************************************************************
 PE1444  DESIGNATION -  C 165
 PE1444  PID         -  PE1444
 PE1444  STATE/COUNTY-  ME/KENNEBEC
 PE1444  USGS QUAD   -  WATERVILLE (1982)
 PE1444
 PE1444                         *CURRENT SURVEY CONTROL
 PE1444  ___________________________________________________________________
 PE1444* NAD 83(1986)-  44 33 35.     (N)    069 38 49.     (W)     SCALED    
 PE1444* NAVD 88     -        35.718  (meters)     117.18   (feet)  ADJUSTED  
 PE1444  ___________________________________________________________________
 PE1444  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 PE1444  DYNAMIC HT  -          35.716 (meters)     117.18  (feet)  COMP
 PE1444  MODELED GRAV-     980,553.8   (mgal)                       NAVD 88
 PE1444  OBS GRAVITY -     980,559.0   (mgal)                       GRAV_OBS
 PE1444
 PE1444  VERT ORDER  -  FIRST     CLASS I
 PE1444
 PE1444.The horizontal coordinates were scaled from a topographic map and have
 PE1444.an estimated accuracy of +/- 6 seconds.
 PE1444
 PE1444.The orthometric height was determined by differential leveling
 PE1444.and adjusted by the National Geodetic Survey in June 1991..
 PE1444
 PE1444.The geoid height was determined by GEOID03.
 PE1444
 PE1444.The dynamic height is computed by dividing the NAVD 88
 PE1444.geopotential number by the normal gravity value computed on the
 PE1444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1444.degrees latitude (g = 980.6199 gals.).
 PE1444
 PE1444.The modeled gravity was interpolated from observed gravity values.
 PE1444.The observed gravity was obtained from relative gravimeter ties
 PE1444.to the IGSN71 gravity network.
 PE1444
 PE1444;                    North         East    Units  Estimated Accuracy
 PE1444;SPC ME W     -   191,940.      941,290.      MT  (+/- 180 meters Scaled)
 PE1444
 PE1444                          SUPERSEDED SURVEY CONTROL
 PE1444
 PE1444  NGVD 29 (??/??/92)   35.919  (m)          117.84   (f) ADJ UNCH    1 1
 PE1444
 PE1444.Superseded values are not recommended for survey control.
 PE1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1444.See file dsdata.txt to determine how the superseded data were derived.
 PE1444
 PE1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK486342(NAD 83)
 PE1444_MARKER: DB = BENCH MARK DISK
 PE1444_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE1444_SP_SET: BRIDGE
 PE1444_STAMPING: C 165 1966
 PE1444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE1444
 PE1444  HISTORY     - Date     Condition        Report By
 PE1444  HISTORY     - 1966     MONUMENTED       CGS
 PE1444  HISTORY     - 1978     GOOD             DOD
 PE1444
 PE1444                          STATION DESCRIPTION
 PE1444
 PE1444'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE1444'1.4 MI W FROM WATERVILLE.
 PE1444'ABOUT 1.4 MILES WEST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE1444'FREIGHT STATION AT WATERVILLE, ABOUT 0.55 MILE WEST OF THE
 PE1444'OVERPASS CROSSING OF NORTH STREET, AT THE 80-FOOT LONG RAILROAD
 PE1444'BRIDGE OVER THE MESSALONSKEE STREAM, IN THE TOP OF THE
 PE1444'SOUTHWEST END OF THE NORTHWEST STONE ABUTMENT OF THE BRIDGE,
 PE1444'4.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK,
 PE1444'AND ABOUT 1/2 FOOT BELOW THE LEVEL OF THE TRACK.
 PE1444
 PE1444                          STATION RECOVERY (1978)
 PE1444
 PE1444'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE1444'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0035 ***********************************************************************
 QF0035  DESIGNATION -  C 167
 QF0035  PID         -  QF0035
 QF0035  STATE/COUNTY-  ME/WASHINGTON
 QF0035  USGS QUAD   -  CALAIS (1977)
 QF0035
 QF0035                         *CURRENT SURVEY CONTROL
 QF0035  ___________________________________________________________________
 QF0035* NAD 83(1986)-  45 11 14.     (N)    067 16 46.     (W)     SCALED    
 QF0035* NAVD 88     -        23.481  (meters)      77.04   (feet)  ADJUSTED  
 QF0035  ___________________________________________________________________
 QF0035  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 QF0035  DYNAMIC HT  -          23.481 (meters)      77.04  (feet)  COMP
 QF0035  MODELED GRAV-     980,621.3   (mgal)                       NAVD 88
 QF0035  OBS GRAVITY -     980,619.7   (mgal)                       GRAV_OBS
 QF0035
 QF0035  VERT ORDER  -  FIRST     CLASS I
 QF0035
 QF0035.The horizontal coordinates were scaled from a topographic map and have
 QF0035.an estimated accuracy of +/- 6 seconds.
 QF0035
 QF0035.The orthometric height was determined by differential leveling
 QF0035.and adjusted by the National Geodetic Survey in June 1991..
 QF0035
 QF0035.The geoid height was determined by GEOID03.
 QF0035
 QF0035.The dynamic height is computed by dividing the NAVD 88
 QF0035.geopotential number by the normal gravity value computed on the
 QF0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0035.degrees latitude (g = 980.6199 gals.).
 QF0035
 QF0035.The modeled gravity was interpolated from observed gravity values.
 QF0035.The observed gravity was obtained from relative gravimeter ties
 QF0035.to the IGSN71 gravity network.
 QF0035
 QF0035;                    North         East    Units  Estimated Accuracy
 QF0035;SPC ME E     -   169,670.      395,910.      MT  (+/- 180 meters Scaled)
 QF0035
 QF0035                          SUPERSEDED SURVEY CONTROL
 QF0035
 QF0035.No superseded survey control is available for this station.
 QF0035
 QF0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL351051(NAD 83)
 QF0035_MARKER: DB = BENCH MARK DISK
 QF0035_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QF0035_SP_SET: BUILDING
 QF0035_STAMPING: C 167 1966
 QF0035_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QF0035
 QF0035  HISTORY     - Date     Condition        Report By
 QF0035  HISTORY     - 1966     MONUMENTED       CGS
 QF0035  HISTORY     - 1978     GOOD             NGS
 QF0035  HISTORY     - 1978     GOOD             DMA
 QF0035
 QF0035                          STATION DESCRIPTION
 QF0035
 QF0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 QF0035'AT CALAIS.
 QF0035'AT CALAIS, ABOUT 0.1 MILE SOUTHWEST ALONG NORTH STREET FROM THE
 QF0035'JUNCTION OF MAIN STREET, AT THE POST OFFICE, SET VERTICALLY IN
 QF0035'THE NORTHWEST FACE AT THE NORTH CORNER OF THE BRICK BUILDING,
 QF0035'168.0 FEET NORTHEAST OF THE NORTHEAST CURB OF WASHINGTON STREET,
 QF0035'37.5 FEET SOUTHEAST OF THE SOUTHEAST CURB OF NORTH STREET, AND
 QF0035'2.8 FEET ABOVE THE GROUND.
 QF0035
 QF0035                          STATION RECOVERY (1978)
 QF0035
 QF0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QF0035'THIS BENCH MARK HAS BEEN DESIGNATED A BASIC NET A LEVEL LINE
 QF0035'JUNCTION MARK.
 QF0035
 QF0035                          STATION RECOVERY (1978)
 QF0035
 QF0035'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 QF0035'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0332 ***********************************************************************
 PD0332  DESIGNATION -  C 168
 PD0332  PID         -  PD0332
 PD0332  STATE/COUNTY-  ME/WASHINGTON
 PD0332  USGS QUAD   -  HARRINGTON (1975)
 PD0332
 PD0332                         *CURRENT SURVEY CONTROL
 PD0332  ___________________________________________________________________
 PD0332* NAD 83(1986)-  44 37 09.     (N)    067 48 39.     (W)     SCALED    
 PD0332* NAVD 88     -        10.396  (meters)      34.11   (feet)  ADJUSTED  
 PD0332  ___________________________________________________________________
 PD0332  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 PD0332  DYNAMIC HT  -          10.395 (meters)      34.10  (feet)  COMP
 PD0332  MODELED GRAV-     980,587.6   (mgal)                       NAVD 88
 PD0332
 PD0332  VERT ORDER  -  SECOND    CLASS 0
 PD0332
 PD0332.The horizontal coordinates were scaled from a topographic map and have
 PD0332.an estimated accuracy of +/- 6 seconds.
 PD0332
 PD0332.The orthometric height was determined by differential leveling
 PD0332.and adjusted by the National Geodetic Survey in June 1991..
 PD0332
 PD0332.The geoid height was determined by GEOID03.
 PD0332
 PD0332.The dynamic height is computed by dividing the NAVD 88
 PD0332.geopotential number by the normal gravity value computed on the
 PD0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0332.degrees latitude (g = 980.6199 gals.).
 PD0332
 PD0332.The modeled gravity was interpolated from observed gravity values.
 PD0332
 PD0332;                    North         East    Units  Estimated Accuracy
 PD0332;SPC ME E     -   106,060.      354,690.      MT  (+/- 180 meters Scaled)
 PD0332
 PD0332                          SUPERSEDED SURVEY CONTROL
 PD0332
 PD0332  NGVD 29 (??/??/92)   10.601  (m)           34.78   (f) ADJ UNCH    2 0
 PD0332
 PD0332.Superseded values are not recommended for survey control.
 PD0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0332.See file dsdata.txt to determine how the superseded data were derived.
 PD0332
 PD0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK943413(NAD 83)
 PD0332_MARKER: DB = BENCH MARK DISK
 PD0332_SETTING: 0 = UNSPECIFIED SETTING
 PD0332_STAMPING: C 168 1966
 PD0332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PD0332
 PD0332  HISTORY     - Date     Condition        Report By
 PD0332  HISTORY     - 1966     MONUMENTED       CGS
 PD0332
 PD0332                          STATION DESCRIPTION
 PD0332
 PD0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PD0332'AT HARRINGTON.
 PD0332'AT HARRINGTON, NEAR THE JUNCTION OF U.S. HIGHWAY 1 AND U.S.
 PD0332'HIGHWAY 1A, IN THE TOP OF THE LOWER PORTION AND ALONG THE NORTH
 PD0332'SIDE OF A 2.4-BY-4-FOOT BY 1.5-FOOT HIGH ABANDONED CONCRETE BASE FOR
 PD0332'TRAFFIC LIGHT, DIRECTLY IN THE CENTER LINE OF U.S. HIGHWAY 1 A,
 PD0332'44.0 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 1, 1.2 FEET
 PD0332'EAST OF THE NORTHWEST CORNER OF THE BASE, AND ABOUT 0.5 FOOT ABOVE
 PD0332'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0365 ***********************************************************************
 PD0365  DESIGNATION -  C 169
 PD0365  PID         -  PD0365
 PD0365  STATE/COUNTY-  ME/WASHINGTON
 PD0365  USGS QUAD   -  CHERRYFIELD (1978)
 PD0365
 PD0365                         *CURRENT SURVEY CONTROL
 PD0365  ___________________________________________________________________
 PD0365* NAD 83(1986)-  44 30 23.     (N)    067 59 33.     (W)     SCALED    
 PD0365* NAVD 88     -         7.778  (meters)      25.52   (feet)  ADJUSTED  
 PD0365  ___________________________________________________________________
 PD0365  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 PD0365  DYNAMIC HT  -           7.778 (meters)      25.52  (feet)  COMP
 PD0365  MODELED GRAV-     980,568.3   (mgal)                       NAVD 88
 PD0365
 PD0365  VERT ORDER  -  SECOND    CLASS 0
 PD0365
 PD0365.The horizontal coordinates were scaled from a topographic map and have
 PD0365.an estimated accuracy of +/- 6 seconds.
 PD0365
 PD0365.The orthometric height was determined by differential leveling
 PD0365.and adjusted by the National Geodetic Survey in June 1991..
 PD0365
 PD0365.The geoid height was determined by GEOID03.
 PD0365
 PD0365.The dynamic height is computed by dividing the NAVD 88
 PD0365.geopotential number by the normal gravity value computed on the
 PD0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0365.degrees latitude (g = 980.6199 gals.).
 PD0365
 PD0365.The modeled gravity was interpolated from observed gravity values.
 PD0365
 PD0365;                    North         East    Units  Estimated Accuracy
 PD0365;SPC ME E     -    93,420.      340,350.      MT  (+/- 180 meters Scaled)
 PD0365
 PD0365                          SUPERSEDED SURVEY CONTROL
 PD0365
 PD0365  NGVD 29 (??/??/92)    7.975  (m)           26.16   (f) ADJ UNCH    2 0
 PD0365
 PD0365.Superseded values are not recommended for survey control.
 PD0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0365.See file dsdata.txt to determine how the superseded data were derived.
 PD0365
 PD0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK800286(NAD 83)
 PD0365_MARKER: DB = BENCH MARK DISK
 PD0365_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PD0365_SP_SET: BRIDGE
 PD0365_STAMPING: C 169 1966
 PD0365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PD0365
 PD0365  HISTORY     - Date     Condition        Report By
 PD0365  HISTORY     - 1966     MONUMENTED       CGS
 PD0365
 PD0365                          STATION DESCRIPTION
 PD0365
 PD0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PD0365'1.4 MI W FROM STEUBEN.
 PD0365'1.45 MILES WEST ALONG U.S. HIGHWAY 1 FROM THE NEW U.S. HIGHWAY 1
 PD0365'BRIDGE OVER TUNK STREAM AT STEUBEN, AT THE WASHINGTON-HANCOCK
 PD0365'LINE, SET ON THE TOP OF THE WEST END OF THE NORTH CONCRETE HEAD
 PD0365'WAL OF A 21-FOOT BRIDGE OVER WHITTEN PARRITT STREAM, 31.5 FEET
 PD0365'NORTH OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 5 FEET BELOW
 PD0365'THE LEVEL OF THE HIGHWAY.  NOTE-- HIGHWAY SIGN SHOWS SPELLING OF
 PD0365'STREAM AS PARRIN.  QUAD SHEET SHOWS IT AS ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0170 ***********************************************************************
 OB0170  DESIGNATION -  C 17
 OB0170  PID         -  OB0170
 OB0170  STATE/COUNTY-  ME/SAGADAHOC
 OB0170  USGS QUAD   -  BATH (1980)
 OB0170
 OB0170                         *CURRENT SURVEY CONTROL
 OB0170  ___________________________________________________________________
 OB0170* NAD 83(1986)-  43 54 43.     (N)    069 47 57.     (W)     SCALED    
 OB0170* NAVD 88     -        12.014  (meters)      39.42   (feet)  ADJUSTED  
 OB0170  ___________________________________________________________________
 OB0170  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 OB0170  DYNAMIC HT  -          12.013 (meters)      39.41  (feet)  COMP
 OB0170  MODELED GRAV-     980,524.6   (mgal)                       NAVD 88
 OB0170
 OB0170  VERT ORDER  -  SECOND    CLASS 0
 OB0170
 OB0170.The horizontal coordinates were scaled from a topographic map and have
 OB0170.an estimated accuracy of +/- 6 seconds.
 OB0170
 OB0170.The orthometric height was determined by differential leveling
 OB0170.and adjusted by the National Geodetic Survey in June 1991..
 OB0170
 OB0170.The geoid height was determined by GEOID03.
 OB0170
 OB0170.The dynamic height is computed by dividing the NAVD 88
 OB0170.geopotential number by the normal gravity value computed on the
 OB0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0170.degrees latitude (g = 980.6199 gals.).
 OB0170
 OB0170.The modeled gravity was interpolated from observed gravity values.
 OB0170
 OB0170;                    North         East    Units  Estimated Accuracy
 OB0170;SPC ME W     -   119,900.      929,520.      MT  (+/- 180 meters Scaled)
 OB0170
 OB0170                          SUPERSEDED SURVEY CONTROL
 OB0170
 OB0170  NGVD 29 (??/??/92)   12.221  (m)           40.10   (f) ADJ UNCH    2 0
 OB0170
 OB0170.Superseded values are not recommended for survey control.
 OB0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0170.See file dsdata.txt to determine how the superseded data were derived.
 OB0170
 OB0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ358624(NAD 83)
 OB0170_MARKER: DB = BENCH MARK DISK
 OB0170_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OB0170_SP_SET: ABUTMENT
 OB0170_STAMPING: C 17 1933
 OB0170_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OB0170_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OB0170+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2006
 OB0170
 OB0170  HISTORY     - Date     Condition        Report By
 OB0170  HISTORY     - 1933     MONUMENTED       CGS
 OB0170  HISTORY     - 1963     GOOD             NGS
 OB0170  HISTORY     - 19910412 GOOD             USPSQD
 OB0170  HISTORY     - 20060709 GOOD             GEOCAC
 OB0170
 OB0170                          STATION DESCRIPTION
 OB0170
 OB0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 OB0170'IN WOOLWICH.
 OB0170'AT WOOLWICH, ALONG THE MAINE CENTRAL RAILROAD, SET ON THE TOP OF THE
 OB0170'SOUTH END OF THE EAST CONCRETE ABUTMENT OF BRIDGE OVER STREET
 OB0170'(FORMERLY STATE HIGHWAY 127), 0.15 MILE EAST OF THE NEW STATE HIGHWAY
 OB0170'OVERPASS OVER TRACK, 4.9 FEET SOUTH OF THE SOUTH RAIL, 80.5 FEET WEST
 OB0170'OF THE SOUTHWEST CORNER OF THE WOOLWICH STATION OF THE MAINE CENTRAL
 OB0170'RAILROAD AND 2 FEET BELOW THE LEVEL OF THE TRACK.
 OB0170
 OB0170                          STATION RECOVERY (1991)
 OB0170
 OB0170'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OB0170'RECOVERED IN GOOD CONDITION.
 OB0170
 OB0170                          STATION RECOVERY (2006)
 OB0170
 OB0170'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 OB0170'HAND-HELD GPS COORDINATES N 43 54.733 W 069 47.963.
 OB0170' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0438 ***********************************************************************
 PE0438  DESIGNATION -  C 170
 PE0438  PID         -  PE0438
 PE0438  STATE/COUNTY-  ME/HANCOCK
 PE0438  USGS QUAD   -  BRANCH LAKE (1981)
 PE0438
 PE0438                         *CURRENT SURVEY CONTROL
 PE0438  ___________________________________________________________________
 PE0438* NAD 83(1986)-  44 37 19.     (N)    068 30 51.     (W)     SCALED    
 PE0438* NAVD 88     -        83.094  (meters)     272.62   (feet)  ADJUSTED  
 PE0438  ___________________________________________________________________
 PE0438  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 PE0438  DYNAMIC HT  -          83.087 (meters)     272.59  (feet)  COMP
 PE0438  MODELED GRAV-     980,528.7   (mgal)                       NAVD 88
 PE0438
 PE0438  VERT ORDER  -  FIRST     CLASS I
 PE0438
 PE0438.The horizontal coordinates were scaled from a topographic map and have
 PE0438.an estimated accuracy of +/- 6 seconds.
 PE0438
 PE0438.The orthometric height was determined by differential leveling
 PE0438.and adjusted by the National Geodetic Survey in June 1991..
 PE0438
 PE0438.The geoid height was determined by GEOID03.
 PE0438
 PE0438.The dynamic height is computed by dividing the NAVD 88
 PE0438.geopotential number by the normal gravity value computed on the
 PE0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0438.degrees latitude (g = 980.6199 gals.).
 PE0438
 PE0438.The modeled gravity was interpolated from observed gravity values.
 PE0438
 PE0438;                    North         East    Units  Estimated Accuracy
 PE0438;SPC ME E     -   106,140.      298,880.      MT  (+/- 180 meters Scaled)
 PE0438
 PE0438                          SUPERSEDED SURVEY CONTROL
 PE0438
 PE0438  NGVD 29 (??/??/92)   83.282  (m)          273.23   (f) ADJ UNCH    1 1
 PE0438
 PE0438.Superseded values are not recommended for survey control.
 PE0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0438.See file dsdata.txt to determine how the superseded data were derived.
 PE0438
 PE0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK385410(NAD 83)
 PE0438_MARKER: DB = BENCH MARK DISK
 PE0438_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PE0438_SP_SET: 12.2 FEET
 PE0438_STAMPING: C 170 1966
 PE0438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0438
 PE0438  HISTORY     - Date     Condition        Report By
 PE0438  HISTORY     - 1966     MONUMENTED       CGS
 PE0438  HISTORY     - 1978     GOOD             DMA
 PE0438  HISTORY     - 1987     POOR             USPSQD
 PE0438
 PE0438                          STATION DESCRIPTION
 PE0438
 PE0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE0438'4.2 MI SE FROM GREEN LAKE.
 PE0438'4.2 MILE SOUTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE0438'CROSSING OF A BLACK TOPPED ROAD AT GREEN LAKE, AT A VILLAGE
 PE0438'LOCALLY KNOWN AS NICOLIN, ABOUT 0.5 MILE SOUTH OF MILEPOST
 PE0438'P158/C112, 40 FEET NORTHEAST OF THE CENTER OF A GRAVELED ROAD
 PE0438'CROSSING, 32 FEET NORTH OF THE CENTER LINE OF THE ROAD, 26.3
 PE0438'FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 2 FEET EAST OF
 PE0438'TELEPHONE POLE 783-14, 1 FOOT WEST OF A METAL WITNESS POST, ABOUT
 PE0438'LEVEL WITH THE TRACK, AND IS A DISK ON TOP OF A COPPER COATED
 PE0438'STEEL ROD PROJECTING 0.2 FOOT AND PROTECTED BY A 5-INCH IRON
 PE0438'PIPE PROJECTING 0.5 FOOT.  THE ROD WAS DRIVEN TO REFUSAL AT
 PE0438'A DEPTH OF 12.2 FEET.
 PE0438
 PE0438                          STATION RECOVERY (1978)
 PE0438
 PE0438'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PE0438'RECOVERED IN GOOD CONDITION.
 PE0438
 PE0438                          STATION RECOVERY (1987)
 PE0438
 PE0438'RECOVERY NOTE BY US POWER SQUADRON 1987 (ELG)
 PE0438'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0721 ***********************************************************************
 PF0721  DESIGNATION -  C 171
 PF0721  PID         -  PF0721
 PF0721  STATE/COUNTY-  ME/ANDROSCOGGIN
 PF0721  USGS QUAD   -  MINOT (1981)
 PF0721
 PF0721                         *CURRENT SURVEY CONTROL
 PF0721  ___________________________________________________________________
 PF0721* NAD 83(1986)-  44 02 01.     (N)    070 17 01.     (W)     SCALED    
 PF0721* NAVD 88     -        69.855  (meters)     229.18   (feet)  ADJUSTED  
 PF0721  ___________________________________________________________________
 PF0721  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 PF0721  DYNAMIC HT  -          69.847 (meters)     229.16  (feet)  COMP
 PF0721  MODELED GRAV-     980,496.3   (mgal)                       NAVD 88
 PF0721
 PF0721  VERT ORDER  -  FIRST     CLASS II
 PF0721
 PF0721.The horizontal coordinates were scaled from a topographic map and have
 PF0721.an estimated accuracy of +/- 6 seconds.
 PF0721
 PF0721.The orthometric height was determined by differential leveling
 PF0721.and adjusted by the National Geodetic Survey in June 1991..
 PF0721
 PF0721.The geoid height was determined by GEOID03.
 PF0721
 PF0721.The dynamic height is computed by dividing the NAVD 88
 PF0721.geopotential number by the normal gravity value computed on the
 PF0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0721.degrees latitude (g = 980.6199 gals.).
 PF0721
 PF0721.The modeled gravity was interpolated from observed gravity values.
 PF0721
 PF0721;                    North         East    Units  Estimated Accuracy
 PF0721;SPC ME W     -   133,350.      890,630.      MT  (+/- 180 meters Scaled)
 PF0721
 PF0721                          SUPERSEDED SURVEY CONTROL
 PF0721
 PF0721.No superseded survey control is available for this station.
 PF0721
 PF0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ971764(NAD 83)
 PF0721_MARKER: DB = BENCH MARK DISK
 PF0721_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PF0721_SP_SET: STAINLESS STEEL ROD
 PF0721_STAMPING: C 171 1978
 PF0721_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0721
 PF0721  HISTORY     - Date     Condition        Report By
 PF0721  HISTORY     - 1978     MONUMENTED       NGS
 PF0721
 PF0721                          STATION DESCRIPTION
 PF0721
 PF0721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PF0721'1.3 MI NW FROM DANVILLE JUNCTION.
 PF0721'1.3 MI. NORTHWEST ALONG THE CANADIAN NATIONAL RAILROAD FROM THE
 PF0721'DANVILLE JUNCTION STATION, AT THE CROSSING OF OLD HOTEL ROAD, 0.15 MI.
 PF0721'NORTHWEST OF THE MAINE TURNPIKE OVERPASS, 56.6 FT. NORTHEAST OF THE
 PF0721'NORTHEAST RAIL, 64 FT. SOUTHEAST OF THE CENTER LINE OF THE ROAD, 76.5
 PF0721'FT. EAST OF THE EAST CORNER OF A 2 BY 2-FT. CONCRETE BASE FOR A
 PF0721'CROSSING SIGNAL, 35 FT. SOUTHEAST OF A FIRE HYDRANT, 3.7 FT. NORTHWEST
 PF0721'OF POWER POLE NUMBER 40, THE DISK IS 6 INCHES BELOW THE SURFACE OF THE
 PF0721'GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0751 ***********************************************************************
 PF0751  CBN         -  This is a Cooperative Base Network Control Station.
 PF0751  DESIGNATION -  C 172
 PF0751  PID         -  PF0751
 PF0751  STATE/COUNTY-  ME/OXFORD
 PF0751  USGS QUAD   -  WEST PARIS (1967)
 PF0751
 PF0751                         *CURRENT SURVEY CONTROL
 PF0751  ___________________________________________________________________
 PF0751* NAD 83(1996)-  44 16 19.99279(N)    070 30 50.71762(W)     ADJUSTED  
 PF0751* NAVD 88     -       131.410  (meters)     431.13   (feet)  ADJUSTED  
 PF0751  ___________________________________________________________________
 PF0751  X           -   1,525,935.110 (meters)                     COMP
 PF0751  Y           -  -4,312,477.440 (meters)                     COMP
 PF0751  Z           -   4,429,873.121 (meters)                     COMP
 PF0751  LAPLACE CORR-           4.28  (seconds)                    DEFLEC99
 PF0751  ELLIP HEIGHT-         104.74  (meters)          (04/26/01) GPS OBS
 PF0751  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 PF0751  DYNAMIC HT  -         131.391 (meters)     431.07  (feet)  COMP
 PF0751  MODELED GRAV-     980,472.8   (mgal)                       NAVD 88
 PF0751
 PF0751  HORZ ORDER  -  A
 PF0751  VERT ORDER  -  FIRST     CLASS II
 PF0751  ELLP ORDER  -  FOURTH    CLASS I
 PF0751
 PF0751.The horizontal coordinates were established by GPS observations
 PF0751.and adjusted by the National Geodetic Survey in April 2001..
 PF0751
 PF0751.The orthometric height was determined by differential leveling
 PF0751.and adjusted by the National Geodetic Survey in June 1991..
 PF0751
 PF0751.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PF0751
 PF0751.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF0751
 PF0751.The ellipsoidal height was determined by GPS observations
 PF0751.and is referenced to NAD 83.
 PF0751
 PF0751.The geoid height was determined by GEOID03.
 PF0751
 PF0751.The dynamic height is computed by dividing the NAVD 88
 PF0751.geopotential number by the normal gravity value computed on the
 PF0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0751.degrees latitude (g = 980.6199 gals.).
 PF0751
 PF0751.The modeled gravity was interpolated from observed gravity values.
 PF0751
 PF0751;                    North         East     Units Scale Factor Converg.
 PF0751;SPC ME W     -   159,918.768   872,263.281   MT  0.99997612   -0 14 33.1
 PF0751;UTM  19      - 4,903,223.116   379,165.338   MT  0.99977957   -1 03 25.4
 PF0751
 PF0751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF0751!SPC ME W     -   0.99998358  x   0.99997612  =   0.99995970
 PF0751!UTM  19      -   0.99998358  x   0.99977957  =   0.99976315
 PF0751
 PF0751                          SUPERSEDED SURVEY CONTROL
 PF0751
 PF0751  NAVD 88 (04/26/01)  131.41   (m)          431.1    (f) LEVELING    3  
 PF0751
 PF0751.Superseded values are not recommended for survey control.
 PF0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0751.See file dsdata.txt to determine how the superseded data were derived.
 PF0751
 PF0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK7916503223(NAD 83)
 PF0751_MARKER: DV = VERTICAL CONTROL DISK
 PF0751_SETTING: 66 = SET IN ROCK OUTCROP
 PF0751_SP_SET: OUTCROP
 PF0751_STAMPING: C 172 1978
 PF0751_MARK LOGO: NGS   
 PF0751_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PF0751_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PF0751+STABILITY: POSITION/ELEVATION WELL
 PF0751_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PF0751+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2000
 PF0751
 PF0751  HISTORY     - Date     Condition        Report By
 PF0751  HISTORY     - 1978     MONUMENTED       NGS
 PF0751  HISTORY     - 20000724 GOOD             MEDT
 PF0751
 PF0751                          STATION DESCRIPTION
 PF0751
 PF0751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PF0751'3.1 MI NORTH FROM SOUTH PARIS.
 PF0751'3.1 MILES NORTH ALONG STATE HIGHWAY 26 FROM THE POST OFFICE AT SOUTH
 PF0751'PARIS, 0.6 MI. NORTH OF THE NORTH END OF A PROMINENT PAVED ROAD SIDE
 PF0751'TURN OUT, AT THE T-JUNCTION OF A DIRT ROAD LEADING WEST BETWEEN TWO
 PF0751'OPEN FIELDS, IN THE TOP OF THE EAST ONE OF TWO 14 BY 14 FT. ROCK
 PF0751'OUTCROPS, 3 FT. ABOVE GROUND, 58.9 FT. EAST OF THE CENTER LINE OF THE
 PF0751'HIGHWAY, 91.8 FT. NORTH OF THE EXTENDED CENTER LINE OF THE ROAD,
 PF0751'40.9 FT. NORTHEAST OF POWER POLE 611 13.
 PF0751
 PF0751                          STATION RECOVERY (2000)
 PF0751
 PF0751'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 2000 (TL)
 PF0751'RECOVERED AS DESCRIBED.  LOCATED ABOUT 75 FT (22.9 M) NORTH-NORTHEAST
 PF0751'OF A MAILBOX MARKED --718 PARK-- AND 40.9 FT (12.5 M) SOUTHEAST OF
 PF0751'POWER POLE NUMBER 611-13.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0782 ***********************************************************************
 PF0782  DESIGNATION -  C 173
 PF0782  PID         -  PF0782
 PF0782  STATE/COUNTY-  ME/OXFORD
 PF0782  USGS QUAD   -  GILEAD (1970)
 PF0782
 PF0782                         *CURRENT SURVEY CONTROL
 PF0782  ___________________________________________________________________
 PF0782* NAD 83(1986)-  44 24 15.     (N)    070 53 36.     (W)     SCALED    
 PF0782* NAVD 88     -       213.868  (meters)     701.67   (feet)  ADJUSTED  
 PF0782  ___________________________________________________________________
 PF0782  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 PF0782  DYNAMIC HT  -         213.838 (meters)     701.57  (feet)  COMP
 PF0782  MODELED GRAV-     980,474.6   (mgal)                       NAVD 88
 PF0782
 PF0782  VERT ORDER  -  FIRST     CLASS II
 PF0782
 PF0782.The horizontal coordinates were scaled from a topographic map and have
 PF0782.an estimated accuracy of +/- 6 seconds.
 PF0782
 PF0782.The orthometric height was determined by differential leveling
 PF0782.and adjusted by the National Geodetic Survey in June 1991..
 PF0782
 PF0782.The geoid height was determined by GEOID03.
 PF0782
 PF0782.The dynamic height is computed by dividing the NAVD 88
 PF0782.geopotential number by the normal gravity value computed on the
 PF0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0782.degrees latitude (g = 980.6199 gals.).
 PF0782
 PF0782.The modeled gravity was interpolated from observed gravity values.
 PF0782
 PF0782;                    North         East    Units  Estimated Accuracy
 PF0782;SPC ME W     -   174,780.      842,120.      MT  (+/- 180 meters Scaled)
 PF0782
 PF0782                          SUPERSEDED SURVEY CONTROL
 PF0782
 PF0782.No superseded survey control is available for this station.
 PF0782
 PF0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK492185(NAD 83)
 PF0782_MARKER: DB = BENCH MARK DISK
 PF0782_SETTING: 66 = SET IN ROCK OUTCROP
 PF0782_SP_SET: OUTCROP
 PF0782_STAMPING: C 173 1978
 PF0782_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PF0782+STABILITY: POSITION/ELEVATION WELL
 PF0782
 PF0782  HISTORY     - Date     Condition        Report By
 PF0782  HISTORY     - 1978     MONUMENTED       NGS
 PF0782
 PF0782                          STATION DESCRIPTION
 PF0782
 PF0782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PF0782'1.65 MI WEST FROM WEST BETHEL.
 PF0782'1.65 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE POST OFFICE AT WEST
 PF0782'BETHEL, ON THE OUTSIDE AND AT THE SOUTHEAST END OF A CURVE, 47 FT.
 PF0782'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 115 FT. WEST OF POWER
 PF0782'POLE 168 56 44, 185 FT. SOUTHEAST OF THE SOUTHEAST ONE OF A ROW OF
 PF0782'WOODEN GUARD RAIL POSTS, 98 FT. SOUTHEAST OF POWER POLE 169 57 3 45,
 PF0782'IN THE TOP OF A 5 BY 5-FT. ROCK OUTCROP, 4 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1550 ***********************************************************************
 PE1550  DESIGNATION -  C 175
 PE1550  PID         -  PE1550
 PE1550  STATE/COUNTY-  ME/PENOBSCOT
 PE1550  USGS QUAD   -  BANGOR (1991)
 PE1550
 PE1550                         *CURRENT SURVEY CONTROL
 PE1550  ___________________________________________________________________
 PE1550* NAD 83(1986)-  44 49 15.     (N)    068 49 08.     (W)     SCALED    
 PE1550* NAVD 88     -        49.153  (meters)     161.26   (feet)  ADJUSTED  
 PE1550  ___________________________________________________________________
 PE1550  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 PE1550  DYNAMIC HT  -          49.151 (meters)     161.26  (feet)  COMP
 PE1550  MODELED GRAV-     980,581.4   (mgal)                       NAVD 88
 PE1550
 PE1550  VERT ORDER  -  FIRST     CLASS II
 PE1550
 PE1550.The horizontal coordinates were scaled from a topographic map and have
 PE1550.an estimated accuracy of +/- 6 seconds.
 PE1550
 PE1550.The orthometric height was determined by differential leveling
 PE1550.and adjusted by the National Geodetic Survey in June 1991..
 PE1550
 PE1550.The geoid height was determined by GEOID03.
 PE1550
 PE1550.The dynamic height is computed by dividing the NAVD 88
 PE1550.geopotential number by the normal gravity value computed on the
 PE1550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1550.degrees latitude (g = 980.6199 gals.).
 PE1550
 PE1550.The modeled gravity was interpolated from observed gravity values.
 PE1550
 PE1550;                    North         East    Units  Estimated Accuracy
 PE1550;SPC ME E     -   128,280.      274,780.      MT  (+/- 180 meters Scaled)
 PE1550
 PE1550                          SUPERSEDED SURVEY CONTROL
 PE1550
 PE1550.No superseded survey control is available for this station.
 PE1550
 PE1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK143630(NAD 83)
 PE1550_MARKER: DV = VERTICAL CONTROL DISK
 PE1550_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PE1550_SP_SET: STAINLESS STEEL ROD
 PE1550_STAMPING: C 175 1978
 PE1550_MARK LOGO: NGS   
 PE1550_MAGNETIC: I = MARKER IS A STEEL ROD
 PE1550_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE1550_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE1550+SATELLITE: SATELLITE OBSERVATIONS - March 03, 1995
 PE1550
 PE1550  HISTORY     - Date     Condition        Report By
 PE1550  HISTORY     - 1978     MONUMENTED       NGS
 PE1550  HISTORY     - 1980     GOOD             USGS
 PE1550  HISTORY     - 19910528 MARK NOT FOUND   USPSQD
 PE1550  HISTORY     - 19950303 GOOD             NGS
 PE1550
 PE1550                          STATION DESCRIPTION
 PE1550
 PE1550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PE1550'2.55 MI NW FROM BANGOR.
 PE1550'2.55 MILES NORTHWEST ALONG UNION STREET FROM THE JUNCTION OF U.S.
 PE1550'HIGHWAY 2, 96 FT. NORTHWEST OF THE EXTENDED CENTER LINE OF THE NORTH-
 PE1550'WEST END OF RANDOLPH LANE, 59.5 FT. SOUTHWEST OF THE CENTER LINE OF
 PE1550'UNION STREET, 47 FT. NORTHWEST OF THE CENTER LINE OF THE ROAD LEADING
 PE1550'TO THE MAINE AIR NATIONAL GUARD. THE DISK IS 5 INCHES BELOW
 PE1550'GROUND ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 PE1550
 PE1550                          STATION RECOVERY (1980)
 PE1550
 PE1550'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 PE1550'RECOVERED IN GOOD CONDITION.
 PE1550
 PE1550                          STATION RECOVERY (1991)
 PE1550
 PE1550'RECOVERY NOTE BY US POWER SQUADRON 1991 (ELG)
 PE1550'MARK NOT FOUND.
 PE1550
 PE1550                          STATION RECOVERY (1995)
 PE1550
 PE1550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PE1550'FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 IN BANGOR, 29.3 M (96.1 FT)
 PE1550'NORTHWEST OF THE EXTENDED CENTERLINE OF MOST NORTHWESTERLY OF 2
 PE1550'RANDOLPH LANES, 18.0 M (59.1 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE,
 PE1550'0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST, 0.3 M (1.0 FT) BELOW THE
 PE1550'LEVEL OF THE HIGHWAY, AND 0.2 M (0.7 FT) NORTHEAST OF A CHAIN-LINK
 PE1550'FENCE.  NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE AND IS RECESSED
 PE1550'0.2 M (0.7 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1097 ***********************************************************************
 QG1097  DESIGNATION -  C 176
 QG1097  PID         -  QG1097
 QG1097  STATE/COUNTY-  ME/PENOBSCOT
 QG1097  USGS QUAD   -  BRADFORD (1983)
 QG1097
 QG1097                         *CURRENT SURVEY CONTROL
 QG1097  ___________________________________________________________________
 QG1097* NAD 83(1986)-  45 02 29.     (N)    068 55 20.     (W)     SCALED    
 QG1097* NAVD 88     -        48.469  (meters)     159.02   (feet)  ADJUSTED  
 QG1097  ___________________________________________________________________
 QG1097  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 QG1097  DYNAMIC HT  -          48.468 (meters)     159.02  (feet)  COMP
 QG1097  MODELED GRAV-     980,605.3   (mgal)                       NAVD 88
 QG1097  OBS GRAVITY -     980,604.1   (mgal)                       GRAV_OBS
 QG1097
 QG1097  VERT ORDER  -  FIRST     CLASS II
 QG1097
 QG1097.The horizontal coordinates were scaled from a topographic map and have
 QG1097.an estimated accuracy of +/- 6 seconds.
 QG1097
 QG1097.The orthometric height was determined by differential leveling
 QG1097.and adjusted by the National Geodetic Survey in June 1991..
 QG1097
 QG1097.The geoid height was determined by GEOID03.
 QG1097
 QG1097.The dynamic height is computed by dividing the NAVD 88
 QG1097.geopotential number by the normal gravity value computed on the
 QG1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1097.degrees latitude (g = 980.6199 gals.).
 QG1097
 QG1097.The modeled gravity was interpolated from observed gravity values.
 QG1097.The observed gravity was obtained from relative gravimeter ties
 QG1097.to the IGSN71 gravity network.
 QG1097
 QG1097;                    North         East    Units  Estimated Accuracy
 QG1097;SPC ME E     -   152,830.      266,740.      MT  (+/- 180 meters Scaled)
 QG1097
 QG1097                          SUPERSEDED SURVEY CONTROL
 QG1097
 QG1097.No superseded survey control is available for this station.
 QG1097
 QG1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK061875(NAD 83)
 QG1097_MARKER: DB = BENCH MARK DISK
 QG1097_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QG1097_SP_SET: STAINLESS STEEL ROD
 QG1097_STAMPING: C 176 1978
 QG1097_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG1097
 QG1097  HISTORY     - Date     Condition        Report By
 QG1097  HISTORY     - 1978     MONUMENTED       NGS
 QG1097  HISTORY     - 1982     GOOD             NGS
 QG1097
 QG1097                          STATION DESCRIPTION
 QG1097
 QG1097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1097'3.85 MI NORTH FROM HUDSON.
 QG1097'3.85 MILES NORTH ALONG STATE HIGHWAY 221 FROM ITS JUNCTION WITH STATE
 QG1097'HIGHWAY 43 AT HUDSON, 23.5 FT. EAST OF THE CENTER LINE OF STATE
 QG1097'HIGHWAY 221, 0.1 MILE NORTH OF THE CREST OF A HILL. 3 FT. NORTH OF
 QG1097'POWER POLE 44. THE DISK IS 5 INCHES BELOW GROUND, ACCESS TO WHICH
 QG1097'IS HAD THROUGH A 4-INCH PLASTICE SCREW PLUG.
 QG1097
 QG1097                          STATION RECOVERY (1982)
 QG1097
 QG1097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QG1097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0968 ***********************************************************************
 QG0968  DESIGNATION -  C 177
 QG0968  PID         -  QG0968
 QG0968  STATE/COUNTY-  ME/PISCATAQUIS
 QG0968  USGS QUAD   -  SOUTH SEBEC (1983)
 QG0968
 QG0968                         *CURRENT SURVEY CONTROL
 QG0968  ___________________________________________________________________
 QG0968* NAD 83(1986)-  45 14 32.     (N)    069 01 57.     (W)     SCALED    
 QG0968* NAVD 88     -       124.716  (meters)     409.17   (feet)  ADJUSTED  
 QG0968  ___________________________________________________________________
 QG0968  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 QG0968  DYNAMIC HT  -         124.713 (meters)     409.16  (feet)  COMP
 QG0968  MODELED GRAV-     980,594.8   (mgal)                       NAVD 88
 QG0968
 QG0968  VERT ORDER  -  FIRST     CLASS II
 QG0968
 QG0968.The horizontal coordinates were scaled from a topographic map and have
 QG0968.an estimated accuracy of +/- 6 seconds.
 QG0968
 QG0968.The orthometric height was determined by differential leveling
 QG0968.and adjusted by the National Geodetic Survey in June 1991..
 QG0968
 QG0968.The geoid height was determined by GEOID03.
 QG0968
 QG0968.The dynamic height is computed by dividing the NAVD 88
 QG0968.geopotential number by the normal gravity value computed on the
 QG0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0968.degrees latitude (g = 980.6199 gals.).
 QG0968
 QG0968.The modeled gravity was interpolated from observed gravity values.
 QG0968
 QG0968;                    North         East    Units  Estimated Accuracy
 QG0968;SPC ME E     -   175,200.      258,200.      MT  (+/- 180 meters Scaled)
 QG0968
 QG0968                          SUPERSEDED SURVEY CONTROL
 QG0968
 QG0968.No superseded survey control is available for this station.
 QG0968
 QG0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL974098(NAD 83)
 QG0968_MARKER: DB = BENCH MARK DISK
 QG0968_SETTING: 66 = SET IN ROCK OUTCROP
 QG0968_SP_SET: ROCK OUTCROP
 QG0968_STAMPING: C 177 1978
 QG0968_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0968+STABILITY: POSITION/ELEVATION WELL
 QG0968
 QG0968  HISTORY     - Date     Condition        Report By
 QG0968  HISTORY     - 1978     MONUMENTED       NGS
 QG0968
 QG0968                          STATION DESCRIPTION
 QG0968
 QG0968'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG0968'2.35 MI WEST FROM MILO.
 QG0968'2.35 MILES WEST ALONG STATE HIGHWAY 6 FROM ITS JUNCTION WITH STATE
 QG0968'HIGHWAY 11 AT ELM STREET, 39.0 FT. NORTH OF THE CENTER LINE OF
 QG0968'THE HIGHWAY, 0.3 MILE EAST OF A CURVE IN THE HIGHWAY, 10.0 FT.
 QG0968'WEST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0997 ***********************************************************************
 QG0997  DESIGNATION -  C 178
 QG0997  PID         -  QG0997
 QG0997  STATE/COUNTY-  ME/PISCATAQUIS
 QG0997  USGS QUAD   -  SANGERVILLE (1984)
 QG0997
 QG0997                         *CURRENT SURVEY CONTROL
 QG0997  ___________________________________________________________________
 QG0997* NAD 83(1986)-  45 09 50.     (N)    069 21 03.     (W)     SCALED    
 QG0997* NAVD 88     -       148.313  (meters)     486.59   (feet)  ADJUSTED  
 QG0997  ___________________________________________________________________
 QG0997  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 QG0997  DYNAMIC HT  -         148.309 (meters)     486.58  (feet)  COMP
 QG0997  MODELED GRAV-     980,585.3   (mgal)                       NAVD 88
 QG0997
 QG0997  VERT ORDER  -  FIRST     CLASS II
 QG0997
 QG0997.The horizontal coordinates were scaled from a topographic map and have
 QG0997.an estimated accuracy of +/- 6 seconds.
 QG0997
 QG0997.The orthometric height was determined by differential leveling
 QG0997.and adjusted by the National Geodetic Survey in June 1991..
 QG0997
 QG0997.The geoid height was determined by GEOID03.
 QG0997
 QG0997.The dynamic height is computed by dividing the NAVD 88
 QG0997.geopotential number by the normal gravity value computed on the
 QG0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0997.degrees latitude (g = 980.6199 gals.).
 QG0997
 QG0997.The modeled gravity was interpolated from observed gravity values.
 QG0997
 QG0997;                    North         East    Units  Estimated Accuracy
 QG0997;SPC ME E     -   166,710.      233,110.      MT  (+/- 180 meters Scaled)
 QG0997
 QG0997                          SUPERSEDED SURVEY CONTROL
 QG0997
 QG0997.No superseded survey control is available for this station.
 QG0997
 QG0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL724012(NAD 83)
 QG0997_MARKER: DB = BENCH MARK DISK
 QG0997_SETTING: 66 = SET IN ROCK OUTCROP
 QG0997_SP_SET: ROCK OUTCROP
 QG0997_STAMPING: C 178 1978
 QG0997_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0997+STABILITY: POSITION/ELEVATION WELL
 QG0997
 QG0997  HISTORY     - Date     Condition        Report By
 QG0997  HISTORY     - 1978     MONUMENTED       NGS
 QG0997
 QG0997                          STATION DESCRIPTION
 QG0997
 QG0997'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG0997'2.1 MI EAST FROM GUILFORD.
 QG0997'1.35 MILES EAST ALONG STATE HIGHWAY 6 FROM THE BRIDGE ACROSS THE
 QG0997'PISCATAQUIS RIVER, THENCE 0.45 MILES SOUTH ALONG STATE HIGHWAY 23,
 QG0997'THENCE 0.3 MILES EAST ALONG HIGH STREET, 45.9 FT. SOUTH OF CENTER
 QG0997'LINE OF HIGH STREET, 142.0 FT. SOUTHEAST AND ACROSS HIGH STREET
 QG0997'FROM A TWO STORY WOOD FRAME HOUSE OWNED BY W. COBB, 35.1 FT. SOUTH-
 QG0997'EAST OF POWER POLE 015 32 15, ALSO 0.3 MILES EAST ALONG HIGH STREET
 QG0997'FROM THE BRIDGE OVER CARLTON STREAM IN SANGERVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1026 ***********************************************************************
 QG1026  DESIGNATION -  C 179
 QG1026  PID         -  QG1026
 QG1026  STATE/COUNTY-  ME/PISCATAQUIS
 QG1026  USGS QUAD   -  MONSON WEST (1989)
 QG1026
 QG1026                         *CURRENT SURVEY CONTROL
 QG1026  ___________________________________________________________________
 QG1026* NAD 83(1986)-  45 20 41.     (N)    069 34 30.     (W)     SCALED    
 QG1026* NAVD 88     -       412.834  (meters)    1354.44   (feet)  ADJUSTED  
 QG1026  ___________________________________________________________________
 QG1026  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 QG1026  DYNAMIC HT  -         412.807 (meters)    1354.35  (feet)  COMP
 QG1026  MODELED GRAV-     980,540.4   (mgal)                       NAVD 88
 QG1026
 QG1026  VERT ORDER  -  FIRST     CLASS II
 QG1026
 QG1026.The horizontal coordinates were scaled from a topographic map and have
 QG1026.an estimated accuracy of +/- 6 seconds.
 QG1026
 QG1026.The orthometric height was determined by differential leveling
 QG1026.and adjusted by the National Geodetic Survey in June 1991..
 QG1026
 QG1026.The geoid height was determined by GEOID03.
 QG1026
 QG1026.The dynamic height is computed by dividing the NAVD 88
 QG1026.geopotential number by the normal gravity value computed on the
 QG1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1026.degrees latitude (g = 980.6199 gals.).
 QG1026
 QG1026.The modeled gravity was interpolated from observed gravity values.
 QG1026
 QG1026;                    North         East    Units  Estimated Accuracy
 QG1026;SPC ME E     -   187,010.      215,760.      MT  (+/- 180 meters Scaled)
 QG1026
 QG1026                          SUPERSEDED SURVEY CONTROL
 QG1026
 QG1026.No superseded survey control is available for this station.
 QG1026
 QG1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL549214(NAD 83)
 QG1026_MARKER: DB = BENCH MARK DISK
 QG1026_SETTING: 66 = SET IN ROCK OUTCROP
 QG1026_SP_SET: ROCK OUTCROP
 QG1026_STAMPING: C 179 1978
 QG1026_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG1026+STABILITY: POSITION/ELEVATION WELL
 QG1026
 QG1026  HISTORY     - Date     Condition        Report By
 QG1026  HISTORY     - 1978     MONUMENTED       NGS
 QG1026
 QG1026                          STATION DESCRIPTION
 QG1026
 QG1026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1026'2.8 MI SE FROM SHIRLEY MILLS.
 QG1026'0.2 MILE EAST ALONG A PAVED ROAD FROM THE SHIRLEY MILLS TOWN HALL
 QG1026'TO A Y JUNCTION, THENCE 0.85 MILES SOUTH ALONG STATE HIGHWAY 6,
 QG1026'36.6 FT. NORTHEAST OF CENTERLINE OF HIGHWAY, 113.0 FT. NORTH OF
 QG1026'POWER POLE 869 16 WITH ONE GUY WIRE, 92.5 FT. SOUTHWEST OF THE
 QG1026'SOUTHWEST CORNER OF A TWO STORY WOOD FRAME HOUSE OWNED BY H. B.
 QG1026'STADE, 39.1 FT. SOUTH OF THE SOUTHWEST CORNER OF ONE STORY BUILDING
 QG1026'HOUSING STADE SIGN COMPANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0885 ***********************************************************************
 PE0885  DESIGNATION -  C 18
 PE0885  PID         -  PE0885
 PE0885  STATE/COUNTY-  ME/KNOX
 PE0885  USGS QUAD   -  ROCKLAND (1979)
 PE0885
 PE0885                         *CURRENT SURVEY CONTROL
 PE0885  ___________________________________________________________________
 PE0885* NAD 83(1986)-  44 06 04.     (N)    069 07 05.     (W)     SCALED    
 PE0885* NAVD 88     -        17.314  (meters)      56.80   (feet)  ADJUSTED  
 PE0885  ___________________________________________________________________
 PE0885  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 PE0885  DYNAMIC HT  -          17.312 (meters)      56.80  (feet)  COMP
 PE0885  MODELED GRAV-     980,525.8   (mgal)                       NAVD 88
 PE0885
 PE0885  VERT ORDER  -  SECOND    CLASS 0
 PE0885
 PE0885.The horizontal coordinates were scaled from a topographic map and have
 PE0885.an estimated accuracy of +/- 6 seconds.
 PE0885
 PE0885.The orthometric height was determined by differential leveling
 PE0885.and adjusted by the National Geodetic Survey in June 1991..
 PE0885
 PE0885.The geoid height was determined by GEOID03.
 PE0885
 PE0885.The dynamic height is computed by dividing the NAVD 88
 PE0885.geopotential number by the normal gravity value computed on the
 PE0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0885.degrees latitude (g = 980.6199 gals.).
 PE0885
 PE0885.The modeled gravity was interpolated from observed gravity values.
 PE0885
 PE0885;                    North         East    Units  Estimated Accuracy
 PE0885;SPC ME E     -    48,450.      250,520.      MT  (+/- 180 meters Scaled)
 PE0885
 PE0885                          SUPERSEDED SURVEY CONTROL
 PE0885
 PE0885  NGVD 29 (??/??/92)   17.525  (m)           57.50   (f) ADJ UNCH    2 0
 PE0885
 PE0885.Superseded values are not recommended for survey control.
 PE0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0885.See file dsdata.txt to determine how the superseded data were derived.
 PE0885
 PE0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ905831(NAD 83)
 PE0885_MARKER: DB = BENCH MARK DISK
 PE0885_SETTING: 66 = SET IN ROCK OUTCROP
 PE0885_SP_SET: ROCK OUTCROP
 PE0885_STAMPING: 57.497 C 18 1933
 PE0885_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0885+STABILITY: POSITION/ELEVATION WELL
 PE0885_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE0885+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2004
 PE0885
 PE0885  HISTORY     - Date     Condition        Report By
 PE0885  HISTORY     - 1933     MONUMENTED       CGS
 PE0885  HISTORY     - 1962     GOOD             NGS
 PE0885  HISTORY     - 20040824 GOOD             USPSQD
 PE0885
 PE0885                          STATION DESCRIPTION
 PE0885
 PE0885'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PE0885'AT ROCKLAND.
 PE0885'AT ROCKLAND, KNOX COUNTY, ON THE MAINE CENTRAL RAILROAD, 54 FEET
 PE0885'EAST OF AUTOMATIC SIGNAL R 855, 88.4 FEET NORTHWEST OF THE BASE
 PE0885'OF AN AUTOMATIC-GATE-CROSSING POST, 60 YARDS SOUTHWEST OF THE
 PE0885'CENTERLINE OF U.S. HIGHWAY 1, 8 YARDS NORTHWEST OF THE CENTERLINE
 PE0885'OF BROADWAY, 4 YARDS NORTHEAST OF THE NORTHEAST RAIL, IN THE TOP
 PE0885'OF A 3- BY 6-FOOT FLAT ROCK PROJECTION, AND LEVEL WITH THE
 PE0885'GROUND.
 PE0885
 PE0885                          STATION RECOVERY (2004)
 PE0885
 PE0885'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMW)
 PE0885'THE MARK IS JUST NORTH OF THE TRACKS NEXT TO THE BROADWAY ST. DRIVEWAY
 PE0885'ENTRANCE TO A BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1056 ***********************************************************************
 QG1056  DESIGNATION -  C 180
 QG1056  PID         -  QG1056
 QG1056  STATE/COUNTY-  ME/PISCATAQUIS
 QG1056  USGS QUAD   -  MOOSEHEAD (1989)
 QG1056
 QG1056                         *CURRENT SURVEY CONTROL
 QG1056  ___________________________________________________________________
 QG1056* NAD 83(1986)-  45 31 19.     (N)    069 40 32.     (W)     SCALED    
 QG1056* NAVD 88     -       362.169  (meters)    1188.22   (feet)  ADJUSTED  
 QG1056  ___________________________________________________________________
 QG1056  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 QG1056  DYNAMIC HT  -         362.158 (meters)    1188.18  (feet)  COMP
 QG1056  MODELED GRAV-     980,576.5   (mgal)                       NAVD 88
 QG1056
 QG1056  VERT ORDER  -  FIRST     CLASS II
 QG1056
 QG1056.The horizontal coordinates were scaled from a topographic map and have
 QG1056.an estimated accuracy of +/- 6 seconds.
 QG1056
 QG1056.The orthometric height was determined by differential leveling
 QG1056.and adjusted by the National Geodetic Survey in June 1991..
 QG1056
 QG1056.The geoid height was determined by GEOID03.
 QG1056
 QG1056.The dynamic height is computed by dividing the NAVD 88
 QG1056.geopotential number by the normal gravity value computed on the
 QG1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1056.degrees latitude (g = 980.6199 gals.).
 QG1056
 QG1056.The modeled gravity was interpolated from observed gravity values.
 QG1056
 QG1056;                    North         East    Units  Estimated Accuracy
 QG1056;SPC ME E     -   206,820.      208,170.      MT  (+/- 180 meters Scaled)
 QG1056
 QG1056                          SUPERSEDED SURVEY CONTROL
 QG1056
 QG1056.No superseded survey control is available for this station.
 QG1056
 QG1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL472411(NAD 83)
 QG1056_MARKER: DB = BENCH MARK DISK
 QG1056_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QG1056_SP_SET: STAINLESS STEEL ROD
 QG1056_STAMPING: C 180 1978
 QG1056_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG1056
 QG1056  HISTORY     - Date     Condition        Report By
 QG1056  HISTORY     - 1978     MONUMENTED       NGS
 QG1056
 QG1056                          STATION DESCRIPTION
 QG1056
 QG1056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1056'7.45 MI NW FROM GREENVILLE.
 QG1056'7.45 MILES WEST ALONG STATE HIGHWAY 6 FROM THE GREENVILLE TOWN HALL,
 QG1056'22.6 FT EAST OF THE CENTER LINE OF THE HIGHWAY, 0.25 MILE SOUTH
 QG1056'OF THE MIDDLE OF A CURVE, 0.1 MILE SOUTH OF THE CREST OF A HILL,
 QG1056'3.9 FT SOUTH OF POWER POLE 207.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1086 ***********************************************************************
 QG1086  DESIGNATION -  C 181
 QG1086  PID         -  QG1086
 QG1086  STATE/COUNTY-  ME/SOMERSET
 QG1086  USGS QUAD   -  MISERY KNOB (1988)
 QG1086
 QG1086                         *CURRENT SURVEY CONTROL
 QG1086  ___________________________________________________________________
 QG1086* NAD 83(1986)-  45 35 58.     (N)    069 55 54.     (W)     SCALED    
 QG1086* NAVD 88     -       448.517  (meters)    1471.51   (feet)  ADJUSTED  
 QG1086  ___________________________________________________________________
 QG1086  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 QG1086  DYNAMIC HT  -         448.502 (meters)    1471.46  (feet)  COMP
 QG1086  MODELED GRAV-     980,566.5   (mgal)                       NAVD 88
 QG1086
 QG1086  VERT ORDER  -  FIRST     CLASS II
 QG1086
 QG1086.The horizontal coordinates were scaled from a topographic map and have
 QG1086.an estimated accuracy of +/- 6 seconds.
 QG1086
 QG1086.The orthometric height was determined by differential leveling
 QG1086.and adjusted by the National Geodetic Survey in June 1991..
 QG1086
 QG1086.The geoid height was determined by GEOID03.
 QG1086
 QG1086.The dynamic height is computed by dividing the NAVD 88
 QG1086.geopotential number by the normal gravity value computed on the
 QG1086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1086.degrees latitude (g = 980.6199 gals.).
 QG1086
 QG1086.The modeled gravity was interpolated from observed gravity values.
 QG1086
 QG1086;                    North         East    Units  Estimated Accuracy
 QG1086;SPC ME W     -   307,380.      918,330.      MT  (+/- 180 meters Scaled)
 QG1086
 QG1086                          SUPERSEDED SURVEY CONTROL
 QG1086
 QG1086.No superseded survey control is available for this station.
 QG1086
 QG1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL273499(NAD 83)
 QG1086_MARKER: DB = BENCH MARK DISK
 QG1086_SETTING: 66 = SET IN ROCK OUTCROP
 QG1086_SP_SET: ROCK OUTCROP
 QG1086_STAMPING: C 181 1978
 QG1086_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG1086+STABILITY: POSITION/ELEVATION WELL
 QG1086
 QG1086  HISTORY     - Date     Condition        Report By
 QG1086  HISTORY     - 1978     MONUMENTED       NGS
 QG1086
 QG1086                          STATION DESCRIPTION
 QG1086
 QG1086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1086'13.05 MI WEST FROM ROCKWOOD.
 QG1086'0.45 MILES NORTHWEST ALONG A PAVED ROAD FROM THE ROCKWOOD POST
 QG1086'OFFICE THENCE 12.6 MILES WEST ALONG STATE HIGHWAY 6, 43.0 FT.
 QG1086'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 478.0 FT. WEST OF THE
 QG1086'INTERSECTION OF A GRAVEL ROAD AND THE HIGHWAY, 21.0 FT. EAST OF A
 QG1086'TRIANGULAR BLAZED TREE 1.0 FT. IN DIAMETER, 20.4 FT. NORTHEAST
 QG1086'OF A TRIANGULAR BLAZED TREE 0.9 FT. IN DIAMETER, 19.5 FT. NORTH
 QG1086'OF A TRIANGULAR BLAZED TREE 0.5 FT. IN DIAMETER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0055 ***********************************************************************
 QH0055  DESIGNATION -  C 182
 QH0055  PID         -  QH0055
 QH0055  STATE/COUNTY-  ME/SOMERSET
 QH0055  USGS QUAD   -  CATHEART MOUNTAIN (1989)
 QH0055
 QH0055                         *CURRENT SURVEY CONTROL
 QH0055  ___________________________________________________________________
 QH0055* NAD 83(1986)-  45 37 16.     (N)    070 13 33.     (W)     SCALED    
 QH0055* NAVD 88     -       363.054  (meters)    1191.12   (feet)  ADJUSTED  
 QH0055  ___________________________________________________________________
 QH0055  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 QH0055  DYNAMIC HT  -         363.035 (meters)    1191.06  (feet)  COMP
 QH0055  MODELED GRAV-     980,552.8   (mgal)                       NAVD 88
 QH0055
 QH0055  VERT ORDER  -  FIRST     CLASS II
 QH0055
 QH0055.The horizontal coordinates were scaled from a topographic map and have
 QH0055.an estimated accuracy of +/- 6 seconds.
 QH0055
 QH0055.The orthometric height was determined by differential leveling
 QH0055.and adjusted by the National Geodetic Survey in June 1991..
 QH0055
 QH0055.The geoid height was determined by GEOID03.
 QH0055
 QH0055.The dynamic height is computed by dividing the NAVD 88
 QH0055.geopotential number by the normal gravity value computed on the
 QH0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QH0055.degrees latitude (g = 980.6199 gals.).
 QH0055
 QH0055.The modeled gravity was interpolated from observed gravity values.
 QH0055
 QH0055;                    North         East    Units  Estimated Accuracy
 QH0055;SPC ME W     -   309,760.      895,390.      MT  (+/- 180 meters Scaled)
 QH0055
 QH0055                          SUPERSEDED SURVEY CONTROL
 QH0055
 QH0055.No superseded survey control is available for this station.
 QH0055
 QH0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL044526(NAD 83)
 QH0055_MARKER: DB = BENCH MARK DISK
 QH0055_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QH0055_SP_SET: STAINLESS STEEL ROD
 QH0055_STAMPING: C 182 1978
 QH0055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QH0055
 QH0055  HISTORY     - Date     Condition        Report By
 QH0055  HISTORY     - 1978     MONUMENTED       NGS
 QH0055
 QH0055                          STATION DESCRIPTION
 QH0055
 QH0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QH0055'1.45 MI SE FROM JACKMAN.
 QH0055'0.5 MILES SOUTHEAST ALONG STATE HIGHWAY 6 FROM ITS JUNCTION WITH THE
 QH0055'CANADIAN PACIFIC RAILROAD AT JACKMAN THENCE 0.95 MILES EAST ALONG
 QH0055'STATE HIGHWAY 6, 19.5 FT. SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 QH0055'43.5 FT. SOUTH-SOUTHEAST OF POWER POLE 28 35 30 WITH ONE TRANSFORMER
 QH0055'AND A STREET LIGHT, 9.0 FT. EAST OF A PINE TREE 1.8 FT. IN DIAMETER,
 QH0055'27.9 FT. NORTH OF THE NORTHEAST CORNER OF A WOOD FRAME HOUSE OWNED
 QH0055'BY J. HARMON, THE DISC IS 2-INCHES BELOW GROUND, ACCESS TO WHICH IS
 QH0055'HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1126 ***********************************************************************
 QG1126  DESIGNATION -  C 183
 QG1126  PID         -  QG1126
 QG1126  STATE/COUNTY-  ME/PISCATAQUIS
 QG1126  USGS QUAD   -  MILO NORTH (1988)
 QG1126
 QG1126                         *CURRENT SURVEY CONTROL
 QG1126  ___________________________________________________________________
 QG1126* NAD 83(1986)-  45 15 54.     (N)    068 56 10.     (W)     SCALED    
 QG1126* NAVD 88     -       115.163  (meters)     377.83   (feet)  ADJUSTED  
 QG1126  ___________________________________________________________________
 QG1126  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 QG1126  DYNAMIC HT  -         115.161 (meters)     377.82  (feet)  COMP
 QG1126  MODELED GRAV-     980,602.3   (mgal)                       NAVD 88
 QG1126
 QG1126  VERT ORDER  -  FIRST     CLASS II
 QG1126
 QG1126.The horizontal coordinates were scaled from a topographic map and have
 QG1126.an estimated accuracy of +/- 6 seconds.
 QG1126
 QG1126.The orthometric height was determined by differential leveling
 QG1126.and adjusted by the National Geodetic Survey in June 1991..
 QG1126
 QG1126.The geoid height was determined by GEOID03.
 QG1126
 QG1126.The dynamic height is computed by dividing the NAVD 88
 QG1126.geopotential number by the normal gravity value computed on the
 QG1126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1126.degrees latitude (g = 980.6199 gals.).
 QG1126
 QG1126.The modeled gravity was interpolated from observed gravity values.
 QG1126
 QG1126;                    North         East    Units  Estimated Accuracy
 QG1126;SPC ME E     -   177,680.      265,780.      MT  (+/- 180 meters Scaled)
 QG1126
 QG1126                          SUPERSEDED SURVEY CONTROL
 QG1126
 QG1126.No superseded survey control is available for this station.
 QG1126
 QG1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL050123(NAD 83)
 QG1126_MARKER: DB = BENCH MARK DISK
 QG1126_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QG1126_SP_SET: STAINLESS STEEL ROD
 QG1126_STAMPING: C 183 1978
 QG1126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG1126
 QG1126  HISTORY     - Date     Condition        Report By
 QG1126  HISTORY     - 1978     MONUMENTED       NGS
 QG1126
 QG1126                          STATION DESCRIPTION
 QG1126
 QG1126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1126'2.8 MI EAST FROM MILO.
 QG1126'2.8 MILES EAST ALONG OLD STATE HIGHWAY 16 FROM THE POST OFFICE AT
 QG1126'MILO, 0.75 MILES WEST ALONG THE HIGHWAY FROM THE MILO TOWN LINE, 28.0
 QG1126'FT. NORTHEAST FROM THE CENTER LINE OF THE HIGHWAY, 3.4 FT. SOUTH
 QG1126'SOUTHWEST FROM A TELEPHONE POLE, THE DISK IS LEVEL WITH THE GROUND,
 QG1126'ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1154 ***********************************************************************
 QG1154  DESIGNATION -  C 184
 QG1154  PID         -  QG1154
 QG1154  STATE/COUNTY-  ME/PENOBSCOT
 QG1154  USGS QUAD   -  SEBOEIS (1988)
 QG1154
 QG1154                         *CURRENT SURVEY CONTROL
 QG1154  ___________________________________________________________________
 QG1154* NAD 83(1986)-  45 17 32.     (N)    068 38 46.     (W)     SCALED    
 QG1154* NAVD 88     -        49.603  (meters)     162.74   (feet)  ADJUSTED  
 QG1154  ___________________________________________________________________
 QG1154  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 QG1154  DYNAMIC HT  -          49.603 (meters)     162.74  (feet)  COMP
 QG1154  MODELED GRAV-     980,613.3   (mgal)                       NAVD 88
 QG1154
 QG1154  VERT ORDER  -  FIRST     CLASS II
 QG1154
 QG1154.The horizontal coordinates were scaled from a topographic map and have
 QG1154.an estimated accuracy of +/- 6 seconds.
 QG1154
 QG1154.The orthometric height was determined by differential leveling
 QG1154.and adjusted by the National Geodetic Survey in June 1991..
 QG1154
 QG1154.The geoid height was determined by GEOID03.
 QG1154
 QG1154.The dynamic height is computed by dividing the NAVD 88
 QG1154.geopotential number by the normal gravity value computed on the
 QG1154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1154.degrees latitude (g = 980.6199 gals.).
 QG1154
 QG1154.The modeled gravity was interpolated from observed gravity values.
 QG1154
 QG1154;                    North         East    Units  Estimated Accuracy
 QG1154;SPC ME E     -   180,630.      288,540.      MT  (+/- 180 meters Scaled)
 QG1154
 QG1154                          SUPERSEDED SURVEY CONTROL
 QG1154
 QG1154.No superseded survey control is available for this station.
 QG1154
 QG1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL277154(NAD 83)
 QG1154_MARKER: DB = BENCH MARK DISK
 QG1154_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QG1154_SP_SET: STAINLESS STEEL ROD
 QG1154_STAMPING: C 184 1978
 QG1154_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG1154
 QG1154  HISTORY     - Date     Condition        Report By
 QG1154  HISTORY     - 1978     MONUMENTED       NGS
 QG1154
 QG1154                          STATION DESCRIPTION
 QG1154
 QG1154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1154'4.5 MI NW FROM HOWLAND.
 QG1154'2.2 MILES WEST ALONG STATE HIGHWAY 116 FROM THE NORTH END OF THE
 QG1154'STATE HIGHWAY 116 BRIDGE ACROSS THE PISCATAQUIS RIVER AT HOWLAND TO
 QG1154'A Y-JUNCTION, THENCE 2.3 MILES NORTHEAST ALONG STATE HIGHWAY 116,
 QG1154'25.0 FT. SOUTH OF CENTER LINE OF THE HIGHWAY, 17.9 FT. SOUTHEAST OF
 QG1154'A TRIANGULAR BLAZED 12-INCH CEDAR TREE, THE DISK IS 6 INCHES BELOW
 QG1154'THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW
 QG1154'PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0067 ***********************************************************************
 SF0067  DESIGNATION -  C 185
 SF0067  PID         -  SF0067
 SF0067  STATE/COUNTY-  ME/AROOSTOOK
 SF0067  USGS QUAD   -  EAGLE LAKE (1985)
 SF0067
 SF0067                         *CURRENT SURVEY CONTROL
 SF0067  ___________________________________________________________________
 SF0067* NAD 83(1986)-  47 03 34.     (N)    068 36 04.     (W)     SCALED    
 SF0067* NAVD 88     -       195.921  (meters)     642.78   (feet)  ADJUSTED  
 SF0067  ___________________________________________________________________
 SF0067  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 SF0067  DYNAMIC HT  -         195.947 (meters)     642.87  (feet)  COMP
 SF0067  MODELED GRAV-     980,739.9   (mgal)                       NAVD 88
 SF0067
 SF0067  VERT ORDER  -  FIRST     CLASS II
 SF0067
 SF0067.The horizontal coordinates were scaled from a topographic map and have
 SF0067.an estimated accuracy of +/- 6 seconds.
 SF0067
 SF0067.The orthometric height was determined by differential leveling
 SF0067.and adjusted by the National Geodetic Survey in June 1991..
 SF0067
 SF0067.The geoid height was determined by GEOID03.
 SF0067
 SF0067.The dynamic height is computed by dividing the NAVD 88
 SF0067.geopotential number by the normal gravity value computed on the
 SF0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0067.degrees latitude (g = 980.6199 gals.).
 SF0067
 SF0067.The modeled gravity was interpolated from observed gravity values.
 SF0067
 SF0067;                    North         East    Units  Estimated Accuracy
 SF0067;SPC ME E     -   377,040.      292,320.      MT  (+/- 180 meters Scaled)
 SF0067
 SF0067                          SUPERSEDED SURVEY CONTROL
 SF0067
 SF0067.No superseded survey control is available for this station.
 SF0067
 SF0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN302118(NAD 83)
 SF0067_MARKER: DB = BENCH MARK DISK
 SF0067_SETTING: 66 = SET IN ROCK OUTCROP
 SF0067_SP_SET: ROCK OUTCROP
 SF0067_STAMPING: C 185 1978
 SF0067_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SF0067+STABILITY: POSITION/ELEVATION WELL
 SF0067
 SF0067  HISTORY     - Date     Condition        Report By
 SF0067  HISTORY     - 1978     MONUMENTED       NGS
 SF0067
 SF0067                          STATION DESCRIPTION
 SF0067
 SF0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 SF0067'2.1 MI NORTH FROM EAGLE LAKE.
 SF0067'2.1 MILES NORTH ALONG STATE HIGHWAY 11 FROM ST. MARYS CHURCH AT
 SF0067'EAGLE LAKE, 0.75 MILES NORTH OF THE NORTH ENTRANCE TO A REST AREA
 SF0067'AT A 14.0 FT. ROCK CUT, 65.8 FT. SOUTHWEST OF THE CENTER LINE OF THE
 SF0067'HIGHWAY, 43.9 FT. SOUTH OF A TRIPLE TRUNK CEDAR TREE, 111.1 FT.
 SF0067'NORTHWEST OF POWER POLE 52, IN THE TOP OF A 2 BY 1-FT. ROCK OUTCROP
 SF0067'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0474 ***********************************************************************
 RF0474  DESIGNATION -  C 186
 RF0474  PID         -  RF0474
 RF0474  STATE/COUNTY-  ME/AROOSTOOK
 RF0474  USGS QUAD   -  PORTAGE LAKE EAST (1986)
 RF0474
 RF0474                         *CURRENT SURVEY CONTROL
 RF0474  ___________________________________________________________________
 RF0474* NAD 83(1986)-  46 50 08.     (N)    068 29 10.     (W)     SCALED    
 RF0474* NAVD 88     -       240.497  (meters)     789.03   (feet)  ADJUSTED  
 RF0474  ___________________________________________________________________
 RF0474  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 RF0474  DYNAMIC HT  -         240.526 (meters)     789.13  (feet)  COMP
 RF0474  MODELED GRAV-     980,726.1   (mgal)                       NAVD 88
 RF0474
 RF0474  VERT ORDER  -  FIRST     CLASS II
 RF0474
 RF0474.The horizontal coordinates were scaled from a topographic map and have
 RF0474.an estimated accuracy of +/- 6 seconds.
 RF0474
 RF0474.The orthometric height was determined by differential leveling
 RF0474.and adjusted by the National Geodetic Survey in June 1991..
 RF0474
 RF0474.The geoid height was determined by GEOID03.
 RF0474
 RF0474.The dynamic height is computed by dividing the NAVD 88
 RF0474.geopotential number by the normal gravity value computed on the
 RF0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0474.degrees latitude (g = 980.6199 gals.).
 RF0474
 RF0474.The modeled gravity was interpolated from observed gravity values.
 RF0474
 RF0474;                    North         East    Units  Estimated Accuracy
 RF0474;SPC ME E     -   352,150.      301,060.      MT  (+/- 180 meters Scaled)
 RF0474
 RF0474                          SUPERSEDED SURVEY CONTROL
 RF0474
 RF0474.No superseded survey control is available for this station.
 RF0474
 RF0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM391870(NAD 83)
 RF0474_MARKER: DB = BENCH MARK DISK
 RF0474_SETTING: 66 = SET IN ROCK OUTCROP
 RF0474_SP_SET: ROCK OUTCROP
 RF0474_STAMPING: C 186 1978
 RF0474_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0474+STABILITY: POSITION/ELEVATION WELL
 RF0474
 RF0474  HISTORY     - Date     Condition        Report By
 RF0474  HISTORY     - 1978     MONUMENTED       NGS
 RF0474
 RF0474                          STATION DESCRIPTION
 RF0474
 RF0474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0474'5.85 MI NORTH FROM PORTAGE.
 RF0474'5.8 MILES NORTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT
 RF0474'PORTAGE, AT THE CREST OF A HILL, 467.0 FT. WEST ALONG A WOOD ROAD
 RF0474'ABOUT 0.05 MILE. AT THE T JUNCTION OF A DIM WOODS ROAD LEADING SOUTH
 RF0474'5.0 FT. SOUTH OF THE CENTER LINE OF THE EAST WEST WOODS ROAD, IN THE
 RF0474'TOP OF A 3 BY 7 FT. OUTCROP, 6 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0554 ***********************************************************************
 RF0554  DESIGNATION -  C 187
 RF0554  PID         -  RF0554
 RF0554  STATE/COUNTY-  ME/AROOSTOOK
 RF0554  USGS QUAD   -  ASHLAND (1986)
 RF0554
 RF0554                         *CURRENT SURVEY CONTROL
 RF0554  ___________________________________________________________________
 RF0554* NAD 83(1986)-  46 37 39.     (N)    068 24 10.     (W)     SCALED    
 RF0554* NAVD 88     -       216.858  (meters)     711.48   (feet)  ADJUSTED  
 RF0554  ___________________________________________________________________
 RF0554  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 RF0554  DYNAMIC HT  -         216.878 (meters)     711.54  (feet)  COMP
 RF0554  MODELED GRAV-     980,703.3   (mgal)                       NAVD 88
 RF0554
 RF0554  VERT ORDER  -  FIRST     CLASS II
 RF0554
 RF0554.The horizontal coordinates were scaled from a topographic map and have
 RF0554.an estimated accuracy of +/- 6 seconds.
 RF0554
 RF0554.The orthometric height was determined by differential leveling
 RF0554.and adjusted by the National Geodetic Survey in June 1991..
 RF0554
 RF0554.The geoid height was determined by GEOID03.
 RF0554
 RF0554.The dynamic height is computed by dividing the NAVD 88
 RF0554.geopotential number by the normal gravity value computed on the
 RF0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0554.degrees latitude (g = 980.6199 gals.).
 RF0554
 RF0554.The modeled gravity was interpolated from observed gravity values.
 RF0554
 RF0554;                    North         East    Units  Estimated Accuracy
 RF0554;SPC ME E     -   329,020.      307,450.      MT  (+/- 180 meters Scaled)
 RF0554
 RF0554                          SUPERSEDED SURVEY CONTROL
 RF0554
 RF0554.No superseded survey control is available for this station.
 RF0554
 RF0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM457639(NAD 83)
 RF0554_MARKER: DB = BENCH MARK DISK
 RF0554_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RF0554_SP_SET: STAINLESS STEEL ROD
 RF0554_STAMPING: C 187 1978
 RF0554_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0554
 RF0554  HISTORY     - Date     Condition        Report By
 RF0554  HISTORY     - 1978     MONUMENTED       NGS
 RF0554
 RF0554                          STATION DESCRIPTION
 RF0554
 RF0554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0554'ASHLAND.
 RF0554'AT ASHLAND, AT THE NORTHEAST CORNER OF THE POST OFFICE, 1.3 FEET
 RF0554'NORTH OF THE NORTH FACE OF BUILDING, 63.3 FEET WEST OF THE
 RF0554'CENTER LINE OF STATE HIGHWAY 11. THE DISK IS 3 INCHES BELOW GROUND,
 RF0554'ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1181 ***********************************************************************
 QG1181  DESIGNATION -  C 187 X
 QG1181  PID         -  QG1181
 QG1181  STATE/COUNTY-  ME/AROOSTOOK
 QG1181  USGS QUAD   -  REED POND (1988)
 QG1181
 QG1181                         *CURRENT SURVEY CONTROL
 QG1181  ___________________________________________________________________
 QG1181* NAD 83(1986)-  45 39 09.     (N)    068 13 29.     (W)     SCALED    
 QG1181* NAVD 88     -       145.673  (meters)     477.93   (feet)  ADJUSTED  
 QG1181  ___________________________________________________________________
 QG1181  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 QG1181  DYNAMIC HT  -         145.675 (meters)     477.94  (feet)  COMP
 QG1181  MODELED GRAV-     980,628.3   (mgal)                       NAVD 88
 QG1181
 QG1181  VERT ORDER  -  FIRST     CLASS II
 QG1181
 QG1181.The horizontal coordinates were scaled from a topographic map and have
 QG1181.an estimated accuracy of +/- 6 seconds.
 QG1181
 QG1181.The orthometric height was determined by differential leveling
 QG1181.and adjusted by the National Geodetic Survey in June 1991..
 QG1181
 QG1181.The geoid height was determined by GEOID03.
 QG1181
 QG1181.The dynamic height is computed by dividing the NAVD 88
 QG1181.geopotential number by the normal gravity value computed on the
 QG1181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1181.degrees latitude (g = 980.6199 gals.).
 QG1181
 QG1181.The modeled gravity was interpolated from observed gravity values.
 QG1181
 QG1181;                    North         East    Units  Estimated Accuracy
 QG1181;SPC ME E     -   220,690.      321,460.      MT  (+/- 180 meters Scaled)
 QG1181
 QG1181                          SUPERSEDED SURVEY CONTROL
 QG1181
 QG1181.No superseded survey control is available for this station.
 QG1181
 QG1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL604557(NAD 83)
 QG1181_MARKER: DB = BENCH MARK DISK
 QG1181_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QG1181_SP_SET: STAINLESS STEEL ROD
 QG1181_STAMPING: C 187 X 1978
 QG1181_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG1181
 QG1181  HISTORY     - Date     Condition        Report By
 QG1181  HISTORY     - 1978     MONUMENTED       NGS
 QG1181
 QG1181                          STATION DESCRIPTION
 QG1181
 QG1181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1181'2.4 MI NE FROM MACWAHOC.
 QG1181'2.4 MILES NORTHEAST ALONG U.S. HIGHWAY 2A FROM ITS JUNCTION WITH U.S.
 QG1181'HIGHWAY 2 AT MACWAHOC, 0.1 MILE NORTHEAST OF THE CREST OF A HILL,
 QG1181'174.5 FT. EAST OF AND ACROSS THE HIGHWAY FROM A TELEPHONE POLE, 38.7
 QG1181'FT. SOUTHEAST OF CENTER LINE OF HIGHWAY, 31.8 FT. NORTHEAST OF CENTER
 QG1181'LINE OF A TRACK ROAD LEADING SOUTHEAST FROM THE HIGHWAY, 15.0 FT.
 QG1181'WEST OF A TRIANGLE BLAZED 12 INCH PINE TREE. DISK IS 4 INCHES BELOW
 QG1181'GROUND, ACCESS TO WHICH IS HAD THROUGH A 4 INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0389 ***********************************************************************
 RF0389  DESIGNATION -  C 188
 RF0389  PID         -  RF0389
 RF0389  STATE/COUNTY-  ME/AROOSTOOK
 RF0389  USGS QUAD   -  MOOSELEUK LAKE (1985)
 RF0389
 RF0389                         *CURRENT SURVEY CONTROL
 RF0389  ___________________________________________________________________
 RF0389* NAD 83(1986)-  46 36 26.     (N)    068 57 46.     (W)     SCALED    
 RF0389* NAVD 88     -       319.837  (meters)    1049.33   (feet)  ADJUSTED  
 RF0389  ___________________________________________________________________
 RF0389  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 RF0389  DYNAMIC HT  -         319.859 (meters)    1049.40  (feet)  COMP
 RF0389  MODELED GRAV-     980,674.8   (mgal)                       NAVD 88
 RF0389
 RF0389  VERT ORDER  -  FIRST     CLASS II
 RF0389
 RF0389.The horizontal coordinates were scaled from a topographic map and have
 RF0389.an estimated accuracy of +/- 6 seconds.
 RF0389
 RF0389.The orthometric height was determined by differential leveling
 RF0389.and adjusted by the National Geodetic Survey in June 1991..
 RF0389
 RF0389.The geoid height was determined by GEOID03.
 RF0389
 RF0389.The dynamic height is computed by dividing the NAVD 88
 RF0389.geopotential number by the normal gravity value computed on the
 RF0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0389.degrees latitude (g = 980.6199 gals.).
 RF0389
 RF0389.The modeled gravity was interpolated from observed gravity values.
 RF0389
 RF0389;                    North         East    Units  Estimated Accuracy
 RF0389;SPC ME E     -   326,870.      264,550.      MT  (+/- 180 meters Scaled)
 RF0389
 RF0389                          SUPERSEDED SURVEY CONTROL
 RF0389
 RF0389.No superseded survey control is available for this station.
 RF0389
 RF0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM028615(NAD 83)
 RF0389_MARKER: DB = BENCH MARK DISK
 RF0389_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RF0389_SP_SET: STAINLESS STEEL ROD
 RF0389_STAMPING: C 188 1978
 RF0389_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0389
 RF0389  HISTORY     - Date     Condition        Report By
 RF0389  HISTORY     - 1978     MONUMENTED       NGS
 RF0389
 RF0389                          STATION DESCRIPTION
 RF0389
 RF0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0389'27.1 MI WEST FROM SIX MILE CHECK POINT.
 RF0389'10.85 MILES WEST ALONG AMERICAN REALTY ROAD FROM SIX MILE CHECK
 RF0389'POINT, THENCE 16.25 MILES WEST ALONG THE MAIN TRAVELED GRAVEL ROAD,
 RF0389'0.4 MILES SOUTHWEST OF THE Y-JUNCTION OF A LOGGING ROAD WEST, 0.25
 RF0389'MILE SOUTHWEST OF A SMALL WOODEN BRIDGE OVER ROCKY BROOK, AT THE
 RF0389'Y-JUNCTION OF A GRAVEL ROAD LEADING EAST, 46.5 FEET SOUTHEAST OF
 RF0389'THE CENTER LINE OF THE MAIN ROAD, 28.0 FEET SOUTH OF THE CENTER
 RF0389'LINE, 6.7 FEET SOUTHWEST OF A 6-INCH WOODEN POST TO A 25 MILE CAMP
 RF0389'GROUND SITE SIGN. THE DISK IS 1-INCH BELOW GROUND, ACCESS TO WHICH
 RF0389'IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0448 ***********************************************************************
 RF0448  DESIGNATION -  C 189
 RF0448  PID         -  RF0448
 RF0448  STATE/COUNTY-  ME/AROOSTOOK
 RF0448  USGS QUAD   -  EASTMAN BROOK (1986)
 RF0448
 RF0448                         *CURRENT SURVEY CONTROL
 RF0448  ___________________________________________________________________
 RF0448* NAD 83(1986)-  46 35 42.     (N)    069 57 16.     (W)     SCALED    
 RF0448* NAVD 88     -       336.446  (meters)    1103.82   (feet)  ADJUSTED  
 RF0448  ___________________________________________________________________
 RF0448  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 RF0448  DYNAMIC HT  -         336.455 (meters)    1103.85  (feet)  COMP
 RF0448  MODELED GRAV-     980,632.4   (mgal)                       NAVD 88
 RF0448
 RF0448  VERT ORDER  -  FIRST     CLASS II
 RF0448
 RF0448.The horizontal coordinates were scaled from a topographic map and have
 RF0448.an estimated accuracy of +/- 6 seconds.
 RF0448
 RF0448.The orthometric height was determined by differential leveling
 RF0448.and adjusted by the National Geodetic Survey in June 1991..
 RF0448
 RF0448.The geoid height was determined by GEOID03.
 RF0448
 RF0448.The dynamic height is computed by dividing the NAVD 88
 RF0448.geopotential number by the normal gravity value computed on the
 RF0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0448.degrees latitude (g = 980.6199 gals.).
 RF0448
 RF0448.The modeled gravity was interpolated from observed gravity values.
 RF0448
 RF0448;                    North         East    Units  Estimated Accuracy
 RF0448;SPC ME E     -   326,430.      188,560.      MT  (+/- 180 meters Scaled)
 RF0448
 RF0448                          SUPERSEDED SURVEY CONTROL
 RF0448
 RF0448.No superseded survey control is available for this station.
 RF0448
 RF0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM268606(NAD 83)
 RF0448_MARKER: DB = BENCH MARK DISK
 RF0448_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RF0448_SP_SET: STAINLESS STEEL ROD
 RF0448_STAMPING: C 189 1978
 RF0448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0448
 RF0448  HISTORY     - Date     Condition        Report By
 RF0448  HISTORY     - 1978     MONUMENTED       NGS
 RF0448
 RF0448                          STATION DESCRIPTION
 RF0448
 RF0448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0448'3.1 MI EAST FROM DAAQUAM.
 RF0448'3.1 MILES EAST ALONG THE MAIN TRAVELED GRAVEL ROAD FROM THE U.S.
 RF0448'CUSTOMS OFFICE AT DAAQUAM, 1.5 MILES EAST OF THE EAST END OF A
 RF0448'BRIDGE OVER THE NORTHWEST BRANCH OF THE ST. JOHN RIVER, OUTSIDE AND
 RF0448'AT THE NORTHWEST END OF A CURVE, 23.0 FEET SOUTHWEST OF THE CENTER
 RF0448'LINE OF THE ROAD, 29.0 FEET NORTHWEST OF A 12-INCH TRIANGLE BLAZED
 RF0448'TREE, THE DISK IS 1-INCH BELOW GROUND, ACCESS TO WHICH IS HAD
 RF0448'THROUGH A 4-INCH PLASTIC PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0506 ***********************************************************************
 RF0506  DESIGNATION -  C 190
 RF0506  PID         -  RF0506
 RF0506  STATE/COUNTY-  ME/AROOSTOOK
 RF0506  USGS QUAD   -  SMYRNA MILLS (1986)
 RF0506
 RF0506                         *CURRENT SURVEY CONTROL
 RF0506  ___________________________________________________________________
 RF0506* NAD 83(1986)-  46 08 38.     (N)    068 12 26.     (W)     SCALED    
 RF0506* NAVD 88     -       233.922  (meters)     767.46   (feet)  ADJUSTED  
 RF0506  ___________________________________________________________________
 RF0506  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 RF0506  DYNAMIC HT  -         233.929 (meters)     767.48  (feet)  COMP
 RF0506  MODELED GRAV-     980,642.2   (mgal)                       NAVD 88
 RF0506
 RF0506  VERT ORDER  -  FIRST     CLASS II
 RF0506
 RF0506.The horizontal coordinates were scaled from a topographic map and have
 RF0506.an estimated accuracy of +/- 6 seconds.
 RF0506
 RF0506.The orthometric height was determined by differential leveling
 RF0506.and adjusted by the National Geodetic Survey in June 1991..
 RF0506
 RF0506.The geoid height was determined by GEOID03.
 RF0506
 RF0506.The dynamic height is computed by dividing the NAVD 88
 RF0506.geopotential number by the normal gravity value computed on the
 RF0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0506.degrees latitude (g = 980.6199 gals.).
 RF0506
 RF0506.The modeled gravity was interpolated from observed gravity values.
 RF0506
 RF0506;                    North         East    Units  Estimated Accuracy
 RF0506;SPC ME E     -   275,310.      322,620.      MT  (+/- 180 meters Scaled)
 RF0506
 RF0506                          SUPERSEDED SURVEY CONTROL
 RF0506
 RF0506.No superseded survey control is available for this station.
 RF0506
 RF0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM612103(NAD 83)
 RF0506_MARKER: DB = BENCH MARK DISK
 RF0506_SETTING: 66 = SET IN ROCK OUTCROP
 RF0506_SP_SET: OUTCROP
 RF0506_STAMPING: C 190 1978
 RF0506_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0506+STABILITY: POSITION/ELEVATION WELL
 RF0506
 RF0506  HISTORY     - Date     Condition        Report By
 RF0506  HISTORY     - 1978     MONUMENTED       NGS
 RF0506
 RF0506                          STATION DESCRIPTION
 RF0506
 RF0506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0506'2.35 MI NW FROM SMYRNA MILLS.
 RF0506'2.35 MILES NORTHWEST ALONG STATE HIGHWAY 212 FROM THE JUNCTION OF
 RF0506'U.S. HIGHWAY 2 AT SMYRNA MILLS, 1.45 MILES NORTHWEST OF THE MAIN
 RF0506'EMTRANCE TO A SMALL CEMETERY, INSIDE AND AT THE SOUTHEAST END OF
 RF0506'A CURVE, 25.5 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 RF0506'84.9 FEET SOUTH OF THE SOUTH CORNER OF AN OLD WOODEN STORAGE SHED,
 RF0506'8.9 FEET SOUTHEAST OF POWER POLE NUMBER 62, IN THE TOP OF A
 RF0506'1 BY 3-FT. SHALE OUTCROP TO A LARGE DIRT AND MOSS COVERED LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0300 ***********************************************************************
 QF0300  DESIGNATION -  C 191
 QF0300  PID         -  QF0300
 QF0300  STATE/COUNTY-  ME/WASHINGTON
 QF0300  USGS QUAD   -  DANFORTH (1988)
 QF0300
 QF0300                         *CURRENT SURVEY CONTROL
 QF0300  ___________________________________________________________________
 QF0300* NAD 83(1986)-  45 40 08.     (N)    067 52 16.     (W)     SCALED    
 QF0300* NAVD 88     -       122.952  (meters)     403.38   (feet)  ADJUSTED  
 QF0300  ___________________________________________________________________
 QF0300  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 QF0300  DYNAMIC HT  -         122.954 (meters)     403.39  (feet)  COMP
 QF0300  MODELED GRAV-     980,630.2   (mgal)                       NAVD 88
 QF0300
 QF0300  VERT ORDER  -  FIRST     CLASS II
 QF0300
 QF0300.The horizontal coordinates were scaled from a topographic map and have
 QF0300.an estimated accuracy of +/- 6 seconds.
 QF0300
 QF0300.The orthometric height was determined by differential leveling
 QF0300.and adjusted by the National Geodetic Survey in June 1991..
 QF0300
 QF0300.The geoid height was determined by GEOID03.
 QF0300
 QF0300.The dynamic height is computed by dividing the NAVD 88
 QF0300.geopotential number by the normal gravity value computed on the
 QF0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0300.degrees latitude (g = 980.6199 gals.).
 QF0300
 QF0300.The modeled gravity was interpolated from observed gravity values.
 QF0300
 QF0300;                    North         East    Units  Estimated Accuracy
 QF0300;SPC ME E     -   222,670.      349,000.      MT  (+/- 180 meters Scaled)
 QF0300
 QF0300                          SUPERSEDED SURVEY CONTROL
 QF0300
 QF0300.No superseded survey control is available for this station.
 QF0300
 QF0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL879578(NAD 83)
 QF0300_MARKER: DB = BENCH MARK DISK
 QF0300_SETTING: 66 = SET IN ROCK OUTCROP
 QF0300_SP_SET: OUTCROP
 QF0300_STAMPING: C 191 1978
 QF0300_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0300+STABILITY: POSITION/ELEVATION WELL
 QF0300
 QF0300  HISTORY     - Date     Condition        Report By
 QF0300  HISTORY     - 1978     MONUMENTED       NGS
 QF0300
 QF0300                          STATION DESCRIPTION
 QF0300
 QF0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0300'0.8 MI NW FROM DANFORTH.
 QF0300'0.1 MILE NORTH ALONG MAIN STREET FROM THE TOWN HALL AT DANFORTH,
 QF0300'THENCE 0.7 MILE NORTHWEST ALONG BANCROFT ROAD, 82.0 FEET SOUTHEAST
 QF0300'OF THE CENTER LINE OF A GRAVEL DRIVE LEADING NORTHEAST TO A MOBILE
 QF0300'HOME, 32.7 FEET NORTHEAST OF THE CENTER LINE OF A GRAVEL DRIVE,
 QF0300'32.3 FEET SOUTHEAST OF TELEPHONE POLE NUMBER 29, 26.4 FEET
 QF0300'NORTHEAST OF THE CENTER LINE OF ROAD, 9.6 FEET SOUTHWEST OF A
 QF0300'TRIANGULAR BLAZED 12-INCH BIRCH TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0216 ***********************************************************************
 QF0216  DESIGNATION -  C 192
 QF0216  PID         -  QF0216
 QF0216  STATE/COUNTY-  ME/AROOSTOOK
 QF0216  USGS QUAD   -  DANFORTH (1988)
 QF0216
 QF0216                         *CURRENT SURVEY CONTROL
 QF0216  ___________________________________________________________________
 QF0216* NAD 83(1996)-  45 41 48.35686(N)    067 51 50.74872(W)     ADJUSTED  
 QF0216* NAVD 88     -       197.030  (meters)     646.42   (feet)  ADJUSTED  
 QF0216  ___________________________________________________________________
 QF0216  X           -   1,681,537.923 (meters)                     COMP
 QF0216  Y           -  -4,133,695.718 (meters)                     COMP
 QF0216  Z           -   4,541,894.741 (meters)                     COMP
 QF0216  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 QF0216  ELLIP HEIGHT-         173.27  (meters)          (01/15/02) GPS OBS
 QF0216  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 QF0216  DYNAMIC HT  -         197.031 (meters)     646.43  (feet)  COMP
 QF0216  MODELED GRAV-     980,617.9   (mgal)                       NAVD 88
 QF0216
 QF0216  HORZ ORDER  -  FIRST
 QF0216  VERT ORDER  -  FIRST     CLASS II
 QF0216  ELLP ORDER  -  FOURTH    CLASS I
 QF0216
 QF0216.The horizontal coordinates were established by GPS observations
 QF0216.and adjusted by the National Geodetic Survey in March 1998..
 QF0216
 QF0216.The orthometric height was determined by differential leveling
 QF0216.and adjusted by the National Geodetic Survey in June 1991..
 QF0216
 QF0216.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QF0216
 QF0216.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0216
 QF0216.The ellipsoidal height was determined by GPS observations
 QF0216.and is referenced to NAD 83.
 QF0216
 QF0216.The geoid height was determined by GEOID03.
 QF0216
 QF0216.The dynamic height is computed by dividing the NAVD 88
 QF0216.geopotential number by the normal gravity value computed on the
 QF0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0216.degrees latitude (g = 980.6199 gals.).
 QF0216
 QF0216.The modeled gravity was interpolated from observed gravity values.
 QF0216
 QF0216;                    North         East     Units Scale Factor Converg.
 QF0216;SPC ME E     -   225,770.020   349,522.571   MT  0.99993014   +0 27 18.3
 QF0216;UTM  19      - 5,060,984.387   588,434.709   MT  0.99969615   +0 48 46.7
 QF0216
 QF0216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0216!SPC ME E     -   0.99997284  x   0.99993014  =   0.99990298
 QF0216!UTM  19      -   0.99997284  x   0.99969615  =   0.99966899
 QF0216
 QF0216                          SUPERSEDED SURVEY CONTROL
 QF0216
 QF0216  ELLIP H (03/06/98)  173.19   (m)                       GP(       ) 4 1
 QF0216  NAD 83(1992)-  45 41 48.35400(N)    067 51 50.74788(W) AD(       ) 1
 QF0216  ELLIP H (01/28/95)  173.25   (m)                       GP(       ) 4 2
 QF0216  NAD 83(1986)-  45 41 48.35945(N)    067 51 50.76643(W) AD(       ) 1
 QF0216  NGVD 29 (07/20/87)  197.19   (m)          646.9    (f) LEVELING    3  
 QF0216
 QF0216.Superseded values are not recommended for survey control.
 QF0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0216.See file dsdata.txt to determine how the superseded data were derived.
 QF0216
 QF0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL8843560984(NAD 83)
 QF0216_MARKER: DB = BENCH MARK DISK
 QF0216_SETTING: 66 = SET IN ROCK OUTCROP
 QF0216_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 QF0216_STAMPING: C 192 1978
 QF0216_MARK LOGO: NGS   
 QF0216_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QF0216_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0216+STABILITY: POSITION/ELEVATION WELL
 QF0216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QF0216+SATELLITE: SATELLITE OBSERVATIONS - January 10, 1989
 QF0216
 QF0216  HISTORY     - Date     Condition        Report By
 QF0216  HISTORY     - 1978     MONUMENTED       NGS
 QF0216  HISTORY     - 1986     GOOD             NGS
 QF0216  HISTORY     - 19881201 GOOD             NGS
 QF0216  HISTORY     - 19890110 GOOD
 QF0216
 QF0216                          STATION DESCRIPTION
 QF0216
 QF0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0216'2.8 MI NORTH FROM DANFORTH.
 QF0216'0.1 MILES NORTHEAST ALONG DEPOT STREET FROM THE TOWN HALL AT DANFORTH
 QF0216'AT THE JUNCTION OF U.S. HIGHWAY 1, THENCE 2.7 MILES NORTH ALONG U.S.
 QF0216'HIGHWAY 1. 42.9 FEET NORTHWEST OF POWER POLE 401 595, 23.6 FEET EAST
 QF0216'OF CENTER LINE OF HIGHWAY, THE DISK IS SET IN TOP OF 2-FT. EAST OF THE
 QF0216'WEST EDGE OF CUT.
 QF0216
 QF0216                          STATION RECOVERY (1986)
 QF0216
 QF0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (REP)
 QF0216'THE STATION IS LOCATED ABOUT 4.4 KM (2.75 MI)
 QF0216'NORTH OF DANFORTH, 3.7 KM (2.3 MI) SOUTH OF WESTON, ON THE WEST
 QF0216'EDGE OF GRAND LAKE AND ON STATE HIGHWAY RIGHT-OF-WAY.
 QF0216'OWNERSHIP--DEPARTMENT OF TRANSPORTATION, STATION 16, CHILD STREET,
 QF0216'AUGUSTA MAINE 04333, PHONE NO 207-289-2551.
 QF0216'
 QF0216'TO REACH THE STATION FROM THE POST OFFICE IN DANFORTH, GO NORTHERLY
 QF0216'ON STATE ROUTE 169 FOR 0.8 KM (0.5 MI) TO THE JUNCTION OF
 QF0216'U.S.HIGHWAY 1.  TURN LEFT AND GO NORTH ON U.S.HIGHWAY 1 FOR 4.4 KM
 QF0216'(2.75 MI) TO THE STATION ON THE RIGHT, ABOUT 2.4 METERS (8 FT) ABOVE
 QF0216'THE ROAD AND IN A ROCK OUTCROP.
 QF0216'
 QF0216'THE STATION IS A STANDARD NGS DISK
 QF0216'STAMPED---C 192 1978---,
 QF0216'SET INTO ROCK OUTCROP, LOCATED
 QF0216'12.28 METERS (40.3 FT) NORTHWEST FROM THE POWER POLE NUMBER 401-595,
 QF0216'7.22 METERS (23.7 FT) EAST-NORTHEAST FROM THE CENTER OF U.S. HIGHWAY
 QF0216'1,
 QF0216'5.79 METERS (19.0 FT) WEST-SOUTHWEST FROM THE WEST EDGE OF A FIELD
 QF0216'AND
 QF0216'1.74 METERS (5.7 FT) WEST-SOUTHWEST FROM THE METAL WITNESS POST.
 QF0216'
 QF0216'SOUTHEAST MAINE SUBSIDENCE NETWORK, AUGUST 1986.
 QF0216'
 QF0216'THIS STATION SUITABLE FOR GPS SURVEYS.
 QF0216'
 QF0216'DESCRIBED BY T.F. DAWS.
 QF0216
 QF0216                          STATION RECOVERY (1988)
 QF0216
 QF0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QF0216'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW AND COMPLETE
 QF0216'DESCRIPTION FOLLOWS.
 QF0216'THE STATION IS LOCATED ABOUT 4.4 KM (2.75 MI) NORTH OF DANFROTH, 3.7
 QF0216'KM (2.30 MI) SOUTH OF WESTON, ON THE WEST EDGE OF GRAND LAKE AND ON
 QF0216'STATE HIGHWAY RIGHT-OF-WAY.  OWNERSHIP--DEPARTMENT OF TRANSPORTATION,
 QF0216'STATION 16, CHILD STREET, AUGUSTA ME 04333.  PHONE 207-289-2551.
 QF0216'TO REACH THE STATION FROM THE POST OFFICE IN DANFORTH, GO NORTHERLY ON
 QF0216'STATE ROUTE 169 FOR 0.1 KM (0.05 MI) TO THE JUNCTION OF U.S. HIGHWAY
 QF0216'1.  TURN LEFT AND GO NORTH ON U.S. HIGHWAY 1 FOR 4.4 KM (2.75 MI) TO
 QF0216'THE STATION ON THE RIGHT JUST BELOW CREST OF HILL AND ABOUT 2.4 M
 QF0216'(7.9 FT) ABOVE THE ROAD IN A ROCK OUTCROP.
 QF0216'THE STATION IS A STANDARD NGS VERTICAL CONTROL DISK SET INTO ROCK
 QF0216'OUTCROP.  LOCATED 12.28 M (40.3 FT) NORTHWEST FROM POWER POLE NUMBER
 QF0216'401-595, 7.22 M (23.7 FT) EAST-NORTHEAST FROM THE CENTER OF U.S.
 QF0216'HIGHWAY 1, 5.79 M (19.0 FT) WEST-SOUTHWEST FROM THE WEST EDGE OF A
 QF0216'FIELD, 1.58 M (5.2 FT) WEST-SOUTHWEST FROM METAL WITNESS POST AND 0.8
 QF0216'M (2.6 FT) EAST OF WESTERN EDGE OF ROCK OUTCROP.
 QF0216'SOUTHEAST MAINE SUBSIDENCE NETWORK, AUGUST 1986 AND OCTOBER 1988.
 QF0216'DESCRIBED BY F.W. ROSSMANN.
 QF0216
 QF0216                          STATION RECOVERY (1989)
 QF0216
 QF0216'RECOVERED 1989
 QF0216'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0193 ***********************************************************************
 QF0193  DESIGNATION -  C 193
 QF0193  PID         -  QF0193
 QF0193  STATE/COUNTY-  ME/WASHINGTON
 QF0193  USGS QUAD   -  TOMAH MOUNTAIN (1988)
 QF0193
 QF0193                         *CURRENT SURVEY CONTROL
 QF0193  ___________________________________________________________________
 QF0193* NAD 83(1986)-  45 26 55.     (N)    067 40 24.     (W)     SCALED    
 QF0193* NAVD 88     -       127.605  (meters)     418.65   (feet)  ADJUSTED  
 QF0193  ___________________________________________________________________
 QF0193  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 QF0193  DYNAMIC HT  -         127.603 (meters)     418.64  (feet)  COMP
 QF0193  MODELED GRAV-     980,597.3   (mgal)                       NAVD 88
 QF0193
 QF0193  VERT ORDER  -  FIRST     CLASS II
 QF0193
 QF0193.The horizontal coordinates were scaled from a topographic map and have
 QF0193.an estimated accuracy of +/- 6 seconds.
 QF0193
 QF0193.The orthometric height was determined by differential leveling
 QF0193.and adjusted by the National Geodetic Survey in June 1991..
 QF0193
 QF0193.The geoid height was determined by GEOID03.
 QF0193
 QF0193.The dynamic height is computed by dividing the NAVD 88
 QF0193.geopotential number by the normal gravity value computed on the
 QF0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0193.degrees latitude (g = 980.6199 gals.).
 QF0193
 QF0193.The modeled gravity was interpolated from observed gravity values.
 QF0193
 QF0193;                    North         East    Units  Estimated Accuracy
 QF0193;SPC ME E     -   198,330.      364,660.      MT  (+/- 180 meters Scaled)
 QF0193
 QF0193                          SUPERSEDED SURVEY CONTROL
 QF0193
 QF0193.No superseded survey control is available for this station.
 QF0193
 QF0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL037336(NAD 83)
 QF0193_MARKER: DB = BENCH MARK DISK
 QF0193_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QF0193_SP_SET: STAINLESS STEEL ROD
 QF0193_STAMPING: C 193 1978
 QF0193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QF0193
 QF0193  HISTORY     - Date     Condition        Report By
 QF0193  HISTORY     - 1978     MONUMENTED       NGS
 QF0193
 QF0193                          STATION DESCRIPTION
 QF0193
 QF0193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0193'3.6 MI NE FROM TOPSFIELD.
 QF0193'3.6 MILES NORTHEAST ALONG STATE HIGHWAY 6 FROM THE POST OFFICE AT
 QF0193'TOPSFIELD, 84.8 FEET NORTH OF AND ACROSS HIGHWAY FROM POWER POLE,
 QF0193'34.7 FEET WEST OF THE JUNCTION OF A GRAVEL ROAD LEADING EAST, 28.3
 QF0193'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 14.2 FEET WEST-
 QF0193'SOUTHWEST OF A TRIANGULAR BLAZED 5-TRUNKED 6-INCH MAPLE TREE, 14.2
 QF0193'FEET EAST-NORTHEAST OF A TRIANGULAR BLAZED 18-INCH MAPLE TREE.
 QF0193'DISK IS 3 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A
 QF0193'4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0265 ***********************************************************************
 QF0265  DESIGNATION -  C 194
 QF0265  PID         -  QF0265
 QF0265  STATE/COUNTY-  ME/WASHINGTON
 QF0265  USGS QUAD   -  WAITE (1988)
 QF0265
 QF0265                         *CURRENT SURVEY CONTROL
 QF0265  ___________________________________________________________________
 QF0265* NAD 83(1986)-  45 22 00.     (N)    067 42 48.     (W)     SCALED    
 QF0265* NAVD 88     -       126.890  (meters)     416.30   (feet)  ADJUSTED  
 QF0265  ___________________________________________________________________
 QF0265  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 QF0265  DYNAMIC HT  -         126.889 (meters)     416.30  (feet)  COMP
 QF0265  MODELED GRAV-     980,605.0   (mgal)                       NAVD 88
 QF0265  OBS GRAVITY -     980,606.5   (mgal)                       GRAV_OBS
 QF0265
 QF0265  VERT ORDER  -  FIRST     CLASS II
 QF0265
 QF0265.The horizontal coordinates were scaled from a topographic map and have
 QF0265.an estimated accuracy of +/- 6 seconds.
 QF0265
 QF0265.The orthometric height was determined by differential leveling
 QF0265.and adjusted by the National Geodetic Survey in June 1991..
 QF0265
 QF0265.The geoid height was determined by GEOID03.
 QF0265
 QF0265.The dynamic height is computed by dividing the NAVD 88
 QF0265.geopotential number by the normal gravity value computed on the
 QF0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0265.degrees latitude (g = 980.6199 gals.).
 QF0265
 QF0265.The modeled gravity was interpolated from observed gravity values.
 QF0265.The observed gravity was obtained from relative gravimeter ties
 QF0265.to the IGSN71 gravity network.
 QF0265
 QF0265;                    North         East    Units  Estimated Accuracy
 QF0265;SPC ME E     -   189,190.      361,620.      MT  (+/- 180 meters Scaled)
 QF0265
 QF0265                          SUPERSEDED SURVEY CONTROL
 QF0265
 QF0265.No superseded survey control is available for this station.
 QF0265
 QF0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL007244(NAD 83)
 QF0265_MARKER: DB = BENCH MARK DISK
 QF0265_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QF0265_SP_SET: STAINLESS STEEL ROD
 QF0265_STAMPING: C 194 1978
 QF0265_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QF0265
 QF0265  HISTORY     - Date     Condition        Report By
 QF0265  HISTORY     - 1978     MONUMENTED       NGS
 QF0265  HISTORY     - 1982     GOOD             NGS
 QF0265
 QF0265                          STATION DESCRIPTION
 QF0265
 QF0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0265'2.1 MI NORTH FROM WAITE.
 QF0265'2.1 MILES NORTH ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT WAITE,
 QF0265'49.3 FEET WEST OF THE CENTER LINE OF HIGHWAY, 13.5 FEET SOUTH OF
 QF0265'POWER POLE NUMBER 513, 13.4 FEET EAST OF A 12-INCH FIR TREE. DISK
 QF0265'IS 3 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH
 QF0265'PLASTIC SCREW PLUG. ALSO 3.9 MILES SOUTH ALONG U.S. HIGHWAY 1 FROM
 QF0265'THE POST OFFICE AT TOPSFIELD.
 QF0265
 QF0265                          STATION RECOVERY (1982)
 QF0265
 QF0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QF0265'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0511 ***********************************************************************
 RF0511  DESIGNATION -  C 195
 RF0511  PID         -  RF0511
 RF0511  STATE/COUNTY-  ME/AROOSTOOK
 RF0511  USGS QUAD   -  KNOWLES CORNER (1986)
 RF0511
 RF0511                         *CURRENT SURVEY CONTROL
 RF0511  ___________________________________________________________________
 RF0511* NAD 83(1986)-  46 11 52.     (N)    068 16 00.     (W)     SCALED    
 RF0511* NAVD 88     -       301.561  (meters)     989.37   (feet)  ADJUSTED  
 RF0511  ___________________________________________________________________
 RF0511  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 RF0511  DYNAMIC HT  -         301.571 (meters)     989.40  (feet)  COMP
 RF0511  MODELED GRAV-     980,640.5   (mgal)                       NAVD 88
 RF0511
 RF0511  VERT ORDER  -  FIRST     CLASS II
 RF0511
 RF0511.The horizontal coordinates were scaled from a topographic map and have
 RF0511.an estimated accuracy of +/- 6 seconds.
 RF0511
 RF0511.The orthometric height was determined by differential leveling
 RF0511.and adjusted by the National Geodetic Survey in June 1991..
 RF0511
 RF0511.The geoid height was determined by GEOID03.
 RF0511
 RF0511.The dynamic height is computed by dividing the NAVD 88
 RF0511.geopotential number by the normal gravity value computed on the
 RF0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0511.degrees latitude (g = 980.6199 gals.).
 RF0511
 RF0511.The modeled gravity was interpolated from observed gravity values.
 RF0511
 RF0511;                    North         East    Units  Estimated Accuracy
 RF0511;SPC ME E     -   281,280.      318,010.      MT  (+/- 180 meters Scaled)
 RF0511
 RF0511                          SUPERSEDED SURVEY CONTROL
 RF0511
 RF0511.No superseded survey control is available for this station.
 RF0511
 RF0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM565162(NAD 83)
 RF0511_MARKER: DB = BENCH MARK DISK
 RF0511_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 RF0511_SP_SET: GALVANIZED STEEL ROD
 RF0511_STAMPING: C 195 1978
 RF0511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0511
 RF0511  HISTORY     - Date     Condition        Report By
 RF0511  HISTORY     - 1978     MONUMENTED       NGS
 RF0511
 RF0511                          STATION DESCRIPTION
 RF0511
 RF0511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0511'7.1 MI NW FROM SMYRNA MILLS.
 RF0511'7.1 MILES NORTHWEST ALONG STATE HIGHWAY 212 FROM THE JUNCTION OF
 RF0511'U.S. HIGHWAY 2 AT SMYRNA MILLS, 3.2 MILES NORTHWEST OF THE Y-
 RF0511'JUNCTION OF ROAD 5035 LEADING WEST, OPPOSITE THE T-JUNCTION OF A
 RF0511'DIRT ROAD LEADING NORTHEAST, 49.0 FEET SOUTHWEST OF THE CENTER
 RF0511'LINE OF THE HIGHWAY, 6.5 FEET NORTH OF AN 11-INCH TRIANGULAR
 RF0511'BLAZED TREE. THE DISK IS 1-INCH BELOW GROUND, ACCESS TO WHICH IS
 RF0511'HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1546 ***********************************************************************
 PE1546  DESIGNATION -  C 196
 PE1546  PID         -  PE1546
 PE1546  STATE/COUNTY-  ME/PENOBSCOT
 PE1546  USGS QUAD   -  BANGOR (1991)
 PE1546
 PE1546                         *CURRENT SURVEY CONTROL
 PE1546  ___________________________________________________________________
 PE1546* NAD 83(1986)-  44 48 08.     (N)    068 46 49.     (W)     SCALED    
 PE1546* NAVD 88     -        50.081  (meters)     164.31   (feet)  ADJUSTED  
 PE1546  ___________________________________________________________________
 PE1546  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 PE1546  DYNAMIC HT  -          50.079 (meters)     164.30  (feet)  COMP
 PE1546  MODELED GRAV-     980,583.2   (mgal)                       NAVD 88
 PE1546  OBS GRAVITY -     980,575.3   (mgal)                       GRAV_OBS
 PE1546
 PE1546  VERT ORDER  -  FIRST     CLASS II
 PE1546
 PE1546.The horizontal coordinates were scaled from a topographic map and have
 PE1546.an estimated accuracy of +/- 6 seconds.
 PE1546
 PE1546.The orthometric height was determined by differential leveling
 PE1546.and adjusted by the National Geodetic Survey in June 1991..
 PE1546
 PE1546.The geoid height was determined by GEOID03.
 PE1546
 PE1546.The dynamic height is computed by dividing the NAVD 88
 PE1546.geopotential number by the normal gravity value computed on the
 PE1546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1546.degrees latitude (g = 980.6199 gals.).
 PE1546
 PE1546.The modeled gravity was interpolated from observed gravity values.
 PE1546.The observed gravity was obtained from relative gravimeter ties
 PE1546.to the IGSN71 gravity network.
 PE1546
 PE1546;                    North         East    Units  Estimated Accuracy
 PE1546;SPC ME E     -   126,210.      277,830.      MT  (+/- 180 meters Scaled)
 PE1546
 PE1546                          SUPERSEDED SURVEY CONTROL
 PE1546
 PE1546.No superseded survey control is available for this station.
 PE1546
 PE1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK173610(NAD 83)
 PE1546_MARKER: I = METAL ROD
 PE1546_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PE1546_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 PE1546_STAMPING: C 196 1978
 PE1546_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1546+STABILITY: POSITION/ELEVATION WELL
 PE1546
 PE1546  HISTORY     - Date     Condition        Report By
 PE1546  HISTORY     - 1978     MONUMENTED       NGS
 PE1546  HISTORY     - 1980     GOOD             USGS
 PE1546  HISTORY     - 19910518 GOOD             USPSQD
 PE1546
 PE1546                          STATION DESCRIPTION
 PE1546
 PE1546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PE1546'0.65 MI NW FROM BANGOR.
 PE1546'0.65 MILE NORTHWEST ALONG STATE HIGHWAY 222,(UNION STREET), FROM ITS
 PE1546'OVERPASS OVER THE MAINE CENTRAL RAILROAD TRACKS, ABOUT 200 FT.
 PE1546'SOUTHEAST OF THE CENTER LINE OF POND STREET, ON THE GROUNDS OF THE
 PE1546'BANGOR THEOLOGICAL SEMINARY, 56 FT. SOUTHWEST OF THE CENTER LINE OF
 PE1546'UNION STREET, 8 FT. NORTHWEST OF THE NORTH CORNER OF THE SEMINARY
 PE1546'LIBRARY, 13 FT. SOUTHEAST OF THE SOUTHEAST EDGE OF A PAVED DRIVEWAY,
 PE1546'67 FT. NORTHEAST OF THE WEST CORNER OF THE LIBRARY, 15.5 FT.
 PE1546'SOUTHWEST OF A WOODEN SIGN STATING-BANGOR THEOLOGICAL SEMINARY
 PE1546'FOUNDED 1814. THIS BENCH MARK HAS BEEN DESIGNATED A BASIC NET A LEVEL
 PE1546'LINE JUNCTION MARK.
 PE1546
 PE1546                          STATION RECOVERY (1980)
 PE1546
 PE1546'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 PE1546'RECOVERED IN GOOD CONDITION.
 PE1546
 PE1546                          STATION RECOVERY (1991)
 PE1546
 PE1546'RECOVERY NOTE BY US POWER SQUADRON 1991 (ELG)
 PE1546'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0541 ***********************************************************************
 RF0541  DESIGNATION -  C 197
 RF0541  PID         -  RF0541
 RF0541  STATE/COUNTY-  ME/AROOSTOOK
 RF0541  USGS QUAD   -  OXBOW EAST (1986)
 RF0541
 RF0541                         *CURRENT SURVEY CONTROL
 RF0541  ___________________________________________________________________
 RF0541* NAD 83(1986)-  46 27 28.     (N)    068 23 10.     (W)     SCALED    
 RF0541* NAVD 88     -       246.072  (meters)     807.32   (feet)  ADJUSTED  
 RF0541  ___________________________________________________________________
 RF0541  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 RF0541  DYNAMIC HT  -         246.089 (meters)     807.38  (feet)  COMP
 RF0541  MODELED GRAV-     980,677.7   (mgal)                       NAVD 88
 RF0541
 RF0541  VERT ORDER  -  FIRST     CLASS II
 RF0541
 RF0541.The horizontal coordinates were scaled from a topographic map and have
 RF0541.an estimated accuracy of +/- 6 seconds.
 RF0541
 RF0541.The orthometric height was determined by differential leveling
 RF0541.and adjusted by the National Geodetic Survey in June 1991..
 RF0541
 RF0541.The geoid height was determined by GEOID03.
 RF0541
 RF0541.The dynamic height is computed by dividing the NAVD 88
 RF0541.geopotential number by the normal gravity value computed on the
 RF0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0541.degrees latitude (g = 980.6199 gals.).
 RF0541
 RF0541.The modeled gravity was interpolated from observed gravity values.
 RF0541
 RF0541;                    North         East    Units  Estimated Accuracy
 RF0541;SPC ME E     -   310,160.      308,750.      MT  (+/- 180 meters Scaled)
 RF0541
 RF0541                          SUPERSEDED SURVEY CONTROL
 RF0541
 RF0541.No superseded survey control is available for this station.
 RF0541
 RF0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM471450(NAD 83)
 RF0541_MARKER: DB = BENCH MARK DISK
 RF0541_SETTING: 66 = SET IN ROCK OUTCROP
 RF0541_SP_SET: LEDGE
 RF0541_STAMPING: C 197 1978
 RF0541_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0541+STABILITY: POSITION/ELEVATION WELL
 RF0541
 RF0541  HISTORY     - Date     Condition        Report By
 RF0541  HISTORY     - 1978     MONUMENTED       NGS
 RF0541
 RF0541                          STATION DESCRIPTION
 RF0541
 RF0541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0541'3.25 MI SOUTH FROM MASARDIS.
 RF0541'3.25 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE CONCRETE BRIDGE
 RF0541'OVER THE ST. CROIX STREAM AT MASARDIS, 0.85 MILE SOUTH OF THE
 RF0541'TOWN LINE SIGN T9 R5, OPPOAITE A SMALL CLEARING, AT A 4-FT. ROCK
 RF0541'CUT, 34.8 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 28.8 FEET
 RF0541'EAST OF A 12-INCH FIR TREE, IN THE TOP AND ABOUT 3.5 FEET WEST OF
 RF0541'THE EAST EDGE OF THE CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0490 ***********************************************************************
 PD0490  DESIGNATION -  C 198
 PD0490  PID         -  PD0490
 PD0490  STATE/COUNTY-  ME/WASHINGTON
 PD0490  USGS QUAD   -  CUTLER (1993)
 PD0490
 PD0490                         *CURRENT SURVEY CONTROL
 PD0490  ___________________________________________________________________
 PD0490* NAD 83(1986)-  44 39 36.     (N)    067 13 23.     (W)     SCALED    
 PD0490* NAVD 88     -        26.309  (meters)      86.32   (feet)  ADJUSTED  
 PD0490  ___________________________________________________________________
 PD0490  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 PD0490  DYNAMIC HT  -          26.309 (meters)      86.32  (feet)  COMP
 PD0490  MODELED GRAV-     980,619.9   (mgal)                       NAVD 88
 PD0490
 PD0490  VERT ORDER  -  FIRST     CLASS II
 PD0490
 PD0490.The horizontal coordinates were scaled from a topographic map and have
 PD0490.an estimated accuracy of +/- 6 seconds.
 PD0490
 PD0490.The orthometric height was determined by differential leveling
 PD0490.and adjusted by the National Geodetic Survey in June 1991..
 PD0490
 PD0490.The geoid height was determined by GEOID03.
 PD0490
 PD0490.The dynamic height is computed by dividing the NAVD 88
 PD0490.geopotential number by the normal gravity value computed on the
 PD0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0490.degrees latitude (g = 980.6199 gals.).
 PD0490
 PD0490.The modeled gravity was interpolated from observed gravity values.
 PD0490
 PD0490;                    North         East    Units  Estimated Accuracy
 PD0490;SPC ME E     -   111,160.      401,270.      MT  (+/- 180 meters Scaled)
 PD0490
 PD0490                          SUPERSEDED SURVEY CONTROL
 PD0490
 PD0490.No superseded survey control is available for this station.
 PD0490
 PD0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK408467(NAD 83)
 PD0490_MARKER: DB = BENCH MARK DISK
 PD0490_SETTING: 66 = SET IN ROCK OUTCROP
 PD0490_SP_SET: OUTCROP
 PD0490_STAMPING: C 198 1978
 PD0490_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0490+STABILITY: POSITION/ELEVATION WELL
 PD0490
 PD0490  HISTORY     - Date     Condition        Report By
 PD0490  HISTORY     - 1978     MONUMENTED       NGS
 PD0490
 PD0490                          STATION DESCRIPTION
 PD0490
 PD0490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PD0490'0.9 MI WEST FROM CUTLER.
 PD0490'0.9 MILE WEST ALONG STATE HIGHWAY 191 FROM THE POST OFFICE AT
 PD0490'CUTLER, AT THE T-JUNCTION OF A DIRT ROAD LEADING NORTHEAST, 27.0
 PD0490'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 18.5 FEET
 PD0490'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 70.9 FEET NORTH OF AND
 PD0490'ACROSS HIGHWAY FROM POWER POLE NUMBER 419, IN THE TOP OF A
 PD0490'6 BY 6-FT. OUTCROP, 2 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0113 ***********************************************************************
 RE0113  DESIGNATION -  C 2
 RE0113  PID         -  RE0113
 RE0113  STATE/COUNTY-  ME/AROOSTOOK
 RE0113  USGS QUAD   -  EASTON (1984)
 RE0113
 RE0113                         *CURRENT SURVEY CONTROL
 RE0113  ___________________________________________________________________
 RE0113* NAD 83(1986)-  46 41 15.     (N)    067 53 12.     (W)     SCALED    
 RE0113* NAVD 88     -       199.285  (meters)     653.82   (feet)  ADJUSTED  
 RE0113  ___________________________________________________________________
 RE0113  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 RE0113  DYNAMIC HT  -         199.304 (meters)     653.88  (feet)  COMP
 RE0113  MODELED GRAV-     980,707.4   (mgal)                       NAVD 88
 RE0113
 RE0113  VERT ORDER  -  SECOND    CLASS 0
 RE0113
 RE0113.The horizontal coordinates were scaled from a topographic map and have
 RE0113.an estimated accuracy of +/- 6 seconds.
 RE0113
 RE0113.The orthometric height was determined by differential leveling
 RE0113.and adjusted by the National Geodetic Survey in June 1991..
 RE0113
 RE0113.The geoid height was determined by GEOID03.
 RE0113
 RE0113.The dynamic height is computed by dividing the NAVD 88
 RE0113.geopotential number by the normal gravity value computed on the
 RE0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0113.degrees latitude (g = 980.6199 gals.).
 RE0113
 RE0113.The modeled gravity was interpolated from observed gravity values.
 RE0113
 RE0113;                    North         East    Units  Estimated Accuracy
 RE0113;SPC ME E     -   335,870.      346,910.      MT  (+/- 180 meters Scaled)
 RE0113
 RE0113                          SUPERSEDED SURVEY CONTROL
 RE0113
 RE0113  NGVD 29 (??/??/92)  199.490  (m)          654.49   (f) ADJ UNCH    2 0
 RE0113
 RE0113.Superseded values are not recommended for survey control.
 RE0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0113.See file dsdata.txt to determine how the superseded data were derived.
 RE0113
 RE0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM851710(NAD 83)
 RE0113_MARKER: DB = BENCH MARK DISK
 RE0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RE0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RE0113_STAMPING: C 2 655
 RE0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RE0113+STABILITY: SURFACE MOTION
 RE0113
 RE0113  HISTORY     - Date     Condition        Report By
 RE0113  HISTORY     - UNK      MONUMENTED       USGS
 RE0113  HISTORY     - 1935     GOOD             NGS
 RE0113
 RE0113                          STATION DESCRIPTION
 RE0113
 RE0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RE0113'1 MI SW FROM FAIRMOUNT.
 RE0113'ABOUT 1.0 MILE SOUTHWEST ALONG THE BANGOR AND AROOSTOOK RAILROAD
 RE0113'FROM THE STATION AT FAIRMOUNT, AROOSTOOK COUNTY, ABOUT 800
 RE0113'FEET WEST OF THE RAILROAD, NEAR A FARMHOUSE, 30 FEET WEST OF
 RE0113'THE CENTER OF A ROAD CROSSING, AND 15 FEET NORTH OF A POLE.
 RE0113'A STANDARD DISK, STAMPED C 2 655 AND SET IN THE TOP OF A CONCRETE
 RE0113'POST PROJECTING ABOUT 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0094 ***********************************************************************
 PE0094  DESIGNATION -  C 2
 PE0094  PID         -  PE0094
 PE0094  STATE/COUNTY-  ME/HANCOCK
 PE0094  USGS QUAD   -  SULLIVAN (1982)
 PE0094
 PE0094                         *CURRENT SURVEY CONTROL
 PE0094  ___________________________________________________________________
 PE0094* NAD 83(1986)-  44 34 08.     (N)    068 14 05.     (W)     SCALED    
 PE0094* NAVD 88     -        35.822  (meters)     117.53   (feet)  ADJUSTED  
 PE0094  ___________________________________________________________________
 PE0094  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 PE0094  DYNAMIC HT  -          35.820 (meters)     117.52  (feet)  COMP
 PE0094  MODELED GRAV-     980,561.7   (mgal)                       NAVD 88
 PE0094
 PE0094  VERT ORDER  -  SECOND    CLASS 0
 PE0094
 PE0094.The horizontal coordinates were scaled from a topographic map and have
 PE0094.an estimated accuracy of +/- 6 seconds.
 PE0094
 PE0094.The orthometric height was determined by differential leveling
 PE0094.and adjusted by the National Geodetic Survey in June 1991..
 PE0094
 PE0094.The geoid height was determined by GEOID03.
 PE0094
 PE0094.The dynamic height is computed by dividing the NAVD 88
 PE0094.geopotential number by the normal gravity value computed on the
 PE0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0094.degrees latitude (g = 980.6199 gals.).
 PE0094
 PE0094.The modeled gravity was interpolated from observed gravity values.
 PE0094
 PE0094;                    North         East    Units  Estimated Accuracy
 PE0094;SPC ME E     -   100,270.      321,070.      MT  (+/- 180 meters Scaled)
 PE0094
 PE0094                          SUPERSEDED SURVEY CONTROL
 PE0094
 PE0094  NGVD 29 (??/??/92)   36.024  (m)          118.19   (f) ADJ UNCH    2 0
 PE0094
 PE0094.Superseded values are not recommended for survey control.
 PE0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0094.See file dsdata.txt to determine how the superseded data were derived.
 PE0094
 PE0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK607353(NAD 83)
 PE0094_MARKER: DB = BENCH MARK DISK
 PE0094_SETTING: 66 = SET IN ROCK OUTCROP
 PE0094_SP_SET: ROCK OUTCROP
 PE0094_STAMPING: C 2 1930
 PE0094_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0094+STABILITY: POSITION/ELEVATION WELL
 PE0094
 PE0094  HISTORY     - Date     Condition        Report By
 PE0094  HISTORY     - 1930     MONUMENTED       USGS
 PE0094  HISTORY     - 1966     GOOD             NGS
 PE0094
 PE0094                          STATION DESCRIPTION
 PE0094
 PE0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0094'4.3 MI S FROM FRANKLIN.
 PE0094'2.3 MILES SOUTHEAST ALONG STATE HIGHWAY 200 FROM THE JUNCTION OF
 PE0094'STATE HIGHWAY 182 AT FRANKLIN, THENCE 2.0 MILES WEST ALONG A
 PE0094'BLACK TOPPED AND GRAVELED ROAD, ABOUT 65 YARDS SOUTHEAST OF THE
 PE0094'APPROXIMATE CENTER OF THE JUNCTION OF THE ROAD AND A NARROW
 PE0094'ROAD LEADING NORTH, ABOUT 30 FEET SOUTHWEST OF THE WEST CORNER
 PE0094'OF A 6 FEET DEEP HOLE IN THE GROUND, SET IN THE TOP OF A ROCK
 PE0094'OUTCROP WHICH IS 20 FEET LONG, 15 FEET WIDE AND ABOUT LEVEL
 PE0094'WITH THE GROUND, 103 FEET SOUTHWEST OF THE CENTER LINE OF THE
 PE0094'ROAD, 4 1/2 FEET NORTH OF A 6 INCH FIR TREE, AND ABOUT LEVEL WITH
 PE0094'THE ROAD.  NOTE-- MARK MAY BE REACHED BY GOING 3.3 MILES
 PE0094'NORTHWEST ALONG A BLACK TOPPED AND GRAVELED ROAD FROM THE
 PE0094'JUNCTION OF U.S. HIGHWAY 1 AT WEST SULLIVAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0704 ***********************************************************************
 QG0704  DESIGNATION -  C 2
 QG0704  PID         -  QG0704
 QG0704  STATE/COUNTY-  ME/PISCATAQUIS
 QG0704  USGS QUAD   -  SEBEC LAKE EAST (1988)
 QG0704
 QG0704                         *CURRENT SURVEY CONTROL
 QG0704  ___________________________________________________________________
 QG0704* NAD 83(1986)-  45 22 02.     (N)    069 11 47.     (W)     SCALED    
 QG0704* NAVD 88     -       227.072  (meters)     744.99   (feet)  ADJUSTED  
 QG0704  ___________________________________________________________________
 QG0704  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 QG0704  DYNAMIC HT  -         227.066 (meters)     744.97  (feet)  COMP
 QG0704  MODELED GRAV-     980,580.4   (mgal)                       NAVD 88
 QG0704
 QG0704  VERT ORDER  -  FIRST     CLASS II
 QG0704
 QG0704.The horizontal coordinates were scaled from a topographic map and have
 QG0704.an estimated accuracy of +/- 6 seconds.
 QG0704
 QG0704.The orthometric height was determined by differential leveling
 QG0704.and adjusted by the National Geodetic Survey in June 1991..
 QG0704
 QG0704.The geoid height was determined by GEOID03.
 QG0704
 QG0704.The dynamic height is computed by dividing the NAVD 88
 QG0704.geopotential number by the normal gravity value computed on the
 QG0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0704.degrees latitude (g = 980.6199 gals.).
 QG0704
 QG0704.The modeled gravity was interpolated from observed gravity values.
 QG0704
 QG0704;                    North         East    Units  Estimated Accuracy
 QG0704;SPC ME E     -   189,190.      245,450.      MT  (+/- 180 meters Scaled)
 QG0704
 QG0704                          SUPERSEDED SURVEY CONTROL
 QG0704
 QG0704  NGVD 29 (??/??/92)  227.244  (m)          745.55   (f) ADJ UNCH    1 2
 QG0704
 QG0704.Superseded values are not recommended for survey control.
 QG0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0704.See file dsdata.txt to determine how the superseded data were derived.
 QG0704
 QG0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL846237(NAD 83)
 QG0704_MARKER: DB = BENCH MARK DISK
 QG0704_SETTING: 80 = SET IN A BOULDER
 QG0704_SP_SET: BOULDER
 QG0704_STAMPING: C 2 1916
 QG0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0704+STABILITY: SURFACE MOTION
 QG0704
 QG0704  HISTORY     - Date     Condition        Report By
 QG0704  HISTORY     - 1916     MONUMENTED       CGS
 QG0704
 QG0704                          STATION DESCRIPTION
 QG0704
 QG0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1916
 QG0704'0.6 MI E FROM BARNARD.
 QG0704'0.6 MILES EAST ALONG THE CANADIAN PACIFIC RAILWAY FROM BARNARD,
 QG0704'PISCATAQUIS COUNTY, 1 1/2 POLES WEST OF MILEPOST 8, AND 15
 QG0704'YARD NORTH OF THE CENTER LINE OF THE TRACK, IN THE TOP OF A 5-BY
 QG0704'8-FOOT BOULDER, ABOUT 1 1/2 FEET ABOVE THE GROUND SURFACE.
 QG0704'A STANDARD DISK.  STAMPED, C 2 1916.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1627 ***********************************************************************
 OC1627  DESIGNATION -  C 2 1941
 OC1627  PID         -  OC1627
 OC1627  STATE/COUNTY-  ME/CUMBERLAND
 OC1627  USGS QUAD   -  PORTLAND EAST (1975)
 OC1627
 OC1627                         *CURRENT SURVEY CONTROL
 OC1627  ___________________________________________________________________
 OC1627* NAD 83(1996)-  43 41 11.91925(N)    070 11 35.76402(W)     ADJUSTED  
 OC1627* NAVD 88     -        21.     (meters)      69.     (feet)  SCALED    
 OC1627  ___________________________________________________________________
 OC1627  LAPLACE CORR-           3.62  (seconds)                    DEFLEC99
 OC1627  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 OC1627
 OC1627  HORZ ORDER  -  THIRD
 OC1627
 OC1627.The horizontal coordinates were established by classical geodetic methods
 OC1627.and adjusted by the National Geodetic Survey in March 1998..
 OC1627
 OC1627.The orthometric height was scaled from a topographic map.
 OC1627
 OC1627.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1627
 OC1627.The geoid height was determined by GEOID03.
 OC1627
 OC1627;                    North         East     Units Scale Factor Converg.
 OC1627;SPC ME W     -    94,798.152   897,855.300   MT  0.99996672   -0 01 06.1
 OC1627;UTM  19      - 4,837,761.836   403,828.413   MT  0.99971376   -0 49 27.4
 OC1627
 OC1627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1627!SPC ME W     -   1.00000083  x   0.99996672  =   0.99996755
 OC1627!UTM  19      -   1.00000083  x   0.99971376  =   0.99971459
 OC1627
 OC1627                          SUPERSEDED SURVEY CONTROL
 OC1627
 OC1627  NAD 83(1992)-  43 41 11.91752(N)    070 11 35.76471(W) AD(       ) 4
 OC1627  NAD 83(1986)-  43 41 11.92361(N)    070 11 35.77018(W) AD(       ) 4
 OC1627  NAD 27      -  43 41 11.63300(N)    070 11 37.59600(W) AD(       ) 3
 OC1627
 OC1627.Superseded values are not recommended for survey control.
 OC1627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1627.See file dsdata.txt to determine how the superseded data were derived.
 OC1627
 OC1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0382837762(NAD 83)
 OC1627
 OC1627  HISTORY     - Date     Condition        Report By
 OC1627  HISTORY     - 1941     MONUMENTED       CGS
 OC1627
 OC1627                          STATION DESCRIPTION
 OC1627
 OC1627'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1627'STATION IS LOCATED ON THE N FORK OF FORT MC KINLEY, ABOUT 450
 OC1627'FT. SE OF BATTERIES THOMPSON AND ACKER.  IT IS THE CENTER OF THE
 OC1627'INSTRUMENT IN THE BUILDING KNOWN AS C2.  INSTRUMENT CENTER WAS
 OC1627'PROJECTED ON THE ROOF, THEREFORE, NO PERMANENT MARK WAS
 OC1627'ESTABLISHED.
 OC1627'
 OC1627'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0112 ***********************************************************************
 QF0112  DESIGNATION -  C 20
 QF0112  PID         -  QF0112
 QF0112  STATE/COUNTY-  ME/WASHINGTON
 QF0112  USGS QUAD   -  TOMAH MOUNTAIN (1988)
 QF0112
 QF0112                         *CURRENT SURVEY CONTROL
 QF0112  ___________________________________________________________________
 QF0112* NAD 83(1986)-  45 25 23.     (N)    067 44 11.     (W)     SCALED    
 QF0112* NAVD 88     -       148.466  (meters)     487.09   (feet)  ADJUSTED  
 QF0112  ___________________________________________________________________
 QF0112  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 QF0112  DYNAMIC HT  -         148.464 (meters)     487.09  (feet)  COMP
 QF0112  MODELED GRAV-     980,597.9   (mgal)                       NAVD 88
 QF0112
 QF0112  VERT ORDER  -  SECOND    CLASS 0
 QF0112
 QF0112.The horizontal coordinates were scaled from a topographic map and have
 QF0112.an estimated accuracy of +/- 6 seconds.
 QF0112
 QF0112.The orthometric height was determined by differential leveling
 QF0112.and adjusted by the National Geodetic Survey in June 1991..
 QF0112
 QF0112.The geoid height was determined by GEOID03.
 QF0112
 QF0112.The dynamic height is computed by dividing the NAVD 88
 QF0112.geopotential number by the normal gravity value computed on the
 QF0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0112.degrees latitude (g = 980.6199 gals.).
 QF0112
 QF0112.The modeled gravity was interpolated from observed gravity values.
 QF0112
 QF0112;                    North         East    Units  Estimated Accuracy
 QF0112;SPC ME E     -   195,440.      359,760.      MT  (+/- 180 meters Scaled)
 QF0112
 QF0112                          SUPERSEDED SURVEY CONTROL
 QF0112
 QF0112  NGVD 29 (??/??/92)  148.646  (m)          487.68   (f) ADJ UNCH    2 0
 QF0112
 QF0112.Superseded values are not recommended for survey control.
 QF0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0112.See file dsdata.txt to determine how the superseded data were derived.
 QF0112
 QF0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL988307(NAD 83)
 QF0112_MARKER: DB = BENCH MARK DISK
 QF0112_SETTING: 80 = SET IN A BOULDER
 QF0112_SP_SET: BOULDER
 QF0112_STAMPING: 487.683 C 20 1933
 QF0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0112+STABILITY: SURFACE MOTION
 QF0112_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QF0112+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2003
 QF0112
 QF0112  HISTORY     - Date     Condition        Report By
 QF0112  HISTORY     - 1933     MONUMENTED       CGS
 QF0112  HISTORY     - 1978     MARK NOT FOUND   NGS
 QF0112  HISTORY     - 20030418 GOOD             INDIV
 QF0112
 QF0112                          STATION DESCRIPTION
 QF0112
 QF0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 QF0112'0.5 MI N FROM TOPSFIELD.
 QF0112'0.5 MILE NORTH ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 QF0112'TOPSFIELD, WASHINGTON COUNTY, 300 YARDS NORTHEAST OF THE PUBLIC
 QF0112'SCHOOL, AT THE JUNCTION OF A ROAD LEADING EAST TO STATE HIGHWAY
 QF0112'16, 23 YARDS NORTH OF THE CENTER LINE OF THE ROAD, 12 YARDS EAST
 QF0112'OF THE CENTER LINE OF U.S. HIGHWAY 1, IN THE TOP OF A 2- BY
 QF0112'3-FOOT BOULDER, AND ABOUT 1 FOOT ABOVE THE GROUND.  A STANDARD
 QF0112'DISK, STAMPED 487.683 C 20 1933.
 QF0112
 QF0112                          STATION RECOVERY (1978)
 QF0112
 QF0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QF0112'MARK NOT FOUND.
 QF0112
 QF0112                          STATION RECOVERY (2003)
 QF0112
 QF0112'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (RLH)
 QF0112'0.3 MI NORTH ALONG U.S. ROUTE 1 FROM ITS INTERSECTION WITH STATE ROUTE
 QF0112'6, 23 YARDS NORTH OF THE CENTER LINE OF AN ABANDONED ROAD LEADING
 QF0112'EAST, 12 YARDS EAST OF THE CENTER LINE OF U.S. ROUTE 1, IN THE TOP OF
 QF0112'A 2- BY 3-FOOT BOULDER, ABOUT 1 FOOT ABOVE GROUND.  A STANDARD DISK,
 QF0112'STAMPED 487.683 C 20 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0237 ***********************************************************************
 QF0237  DESIGNATION -  C 200
 QF0237  PID         -  QF0237
 QF0237  STATE/COUNTY-  ME/WASHINGTON
 QF0237  USGS QUAD   -  MEDDYBEMPS LAKE EAST (1987)
 QF0237
 QF0237                         *CURRENT SURVEY CONTROL
 QF0237  ___________________________________________________________________
 QF0237* NAD 83(1986)-  45 07 26.     (N)    067 21 00.     (W)     SCALED    
 QF0237* NAVD 88     -        35.641  (meters)     116.93   (feet)  ADJUSTED  
 QF0237  ___________________________________________________________________
 QF0237  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 QF0237  DYNAMIC HT  -          35.640 (meters)     116.93  (feet)  COMP
 QF0237  MODELED GRAV-     980,612.4   (mgal)                       NAVD 88
 QF0237
 QF0237  VERT ORDER  -  FIRST     CLASS II
 QF0237
 QF0237.The horizontal coordinates were scaled from a topographic map and have
 QF0237.an estimated accuracy of +/- 6 seconds.
 QF0237
 QF0237.The orthometric height was determined by differential leveling
 QF0237.and adjusted by the National Geodetic Survey in June 1991..
 QF0237
 QF0237.The geoid height was determined by GEOID03.
 QF0237
 QF0237.The dynamic height is computed by dividing the NAVD 88
 QF0237.geopotential number by the normal gravity value computed on the
 QF0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0237.degrees latitude (g = 980.6199 gals.).
 QF0237
 QF0237.The modeled gravity was interpolated from observed gravity values.
 QF0237
 QF0237;                    North         East    Units  Estimated Accuracy
 QF0237;SPC ME E     -   162,550.      390,470.      MT  (+/- 180 meters Scaled)
 QF0237
 QF0237                          SUPERSEDED SURVEY CONTROL
 QF0237
 QF0237.No superseded survey control is available for this station.
 QF0237
 QF0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK297980(NAD 83)
 QF0237_MARKER: DB = BENCH MARK DISK
 QF0237_SETTING: 66 = SET IN ROCK OUTCROP
 QF0237_SP_SET: OUTCROP
 QF0237_STAMPING: C 200 1978
 QF0237_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0237+STABILITY: POSITION/ELEVATION WELL
 QF0237
 QF0237  HISTORY     - Date     Condition        Report By
 QF0237  HISTORY     - 1978     MONUMENTED       NGS
 QF0237
 QF0237                          STATION DESCRIPTION
 QF0237
 QF0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0237'2.9 MI SE FROM WOODLAND.
 QF0237'2.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 1 FROM ITS JUNCTION WITH
 QF0237'MAIN STREET AT WOODLAND, AT THE JUNCTION OF STATE HIGHWAY 9, 85.0
 QF0237'FEET EAST OF THE INTERSECTION OF HIGHWAYS, 82.0 FEET NORTHEAST OF
 QF0237'THE CENTER LINE OF U.S. HIGHWAY 1, 57.7 FEET EAST-NORTHEAST OF A
 QF0237'POWER POLE WITH ONE GUY WIRE. IN THE TOP OF SOUTHEAST END OF A
 QF0237'2 BY 4-FT. OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0532 ***********************************************************************
 PD0532  DESIGNATION -  C 202
 PD0532  PID         -  PD0532
 PD0532  STATE/COUNTY-  ME/WASHINGTON
 PD0532  USGS QUAD   -  EASTPORT (1977)
 PD0532
 PD0532                         *CURRENT SURVEY CONTROL
 PD0532  ___________________________________________________________________
 PD0532* NAD 83(1986)-  44 57 17.     (N)    067 02 33.     (W)     SCALED    
 PD0532* NAVD 88     -        13.194  (meters)      43.29   (feet)  ADJUSTED  
 PD0532  ___________________________________________________________________
 PD0532  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 PD0532  DYNAMIC HT  -          13.194 (meters)      43.29  (feet)  COMP
 PD0532  MODELED GRAV-     980,616.7   (mgal)                       NAVD 88
 PD0532
 PD0532  VERT ORDER  -  FIRST     CLASS II
 PD0532
 PD0532.The horizontal coordinates were scaled from a topographic map and have
 PD0532.an estimated accuracy of +/- 6 seconds.
 PD0532
 PD0532.The orthometric height was determined by differential leveling
 PD0532.and adjusted by the National Geodetic Survey in June 1991..
 PD0532
 PD0532.The geoid height was determined by GEOID03.
 PD0532
 PD0532.The dynamic height is computed by dividing the NAVD 88
 PD0532.geopotential number by the normal gravity value computed on the
 PD0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0532.degrees latitude (g = 980.6199 gals.).
 PD0532
 PD0532.The modeled gravity was interpolated from observed gravity values.
 PD0532
 PD0532;                    North         East    Units  Estimated Accuracy
 PD0532;SPC ME E     -   144,150.      415,000.      MT  (+/- 180 meters Scaled)
 PD0532
 PD0532                          SUPERSEDED SURVEY CONTROL
 PD0532
 PD0532.No superseded survey control is available for this station.
 PD0532
 PD0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK544797(NAD 83)
 PD0532_MARKER: DB = BENCH MARK DISK
 PD0532_SETTING: 66 = SET IN ROCK OUTCROP
 PD0532_SP_SET: OUTCROP
 PD0532_STAMPING: C 202 1978
 PD0532_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0532+STABILITY: POSITION/ELEVATION WELL
 PD0532
 PD0532  HISTORY     - Date     Condition        Report By
 PD0532  HISTORY     - 1978     MONUMENTED       NGS
 PD0532
 PD0532                          STATION DESCRIPTION
 PD0532
 PD0532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PD0532'2.1 MI SE FROM PERRY.
 PD0532'0.1 MILE SOUTH ALONG U.S HIGHWAY 1 FROM THE POST OFFICE AT PERRY,
 PD0532'THENCE 2.0 MILES SOUTHEAST ALONG STATE HIGHWAY 190, AT THE VILLAGE
 PD0532'OF PLEASANT POINT, 203.9 FEET SOUTHWEST OF THE CENTER LINE OF
 PD0532'HIGHWAY, 150.7 FEET SOUTHWEST OF A POWER POLE, 85.2 FEET SOUTHWEST
 PD0532'OF THE SOUTHWEST CORNER OF A WOOD FRAME HOUSE UNDER CONSTRUCTION
 PD0532'AT THIS TIME, 87.5 FEET SOUTHEAST OF THE SOUTH CORNER OF A ONE
 PD0532'STORY BRICK HOUSE, 24.7 FEET SLOPE DISTANCE SOUTHWEST OF THE
 PD0532'NORTHEAST EDGE OF OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI8321 ***********************************************************************
 AI8321  DESIGNATION -  C 206
 AI8321  PID         -  AI8321
 AI8321  STATE/COUNTY-  ME/HANCOCK
 AI8321  USGS QUAD   -  PENOBSCOT (1981)
 AI8321
 AI8321                         *CURRENT SURVEY CONTROL
 AI8321  ___________________________________________________________________
 AI8321* NAD 83(1986)-  44 28 22.     (N)    068 43 45.     (W)     SCALED    
 AI8321* NAVD 88     -        23.305  (meters)      76.46   (feet)  ADJUSTED  
 AI8321  ___________________________________________________________________
 AI8321  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 AI8321  DYNAMIC HT  -          23.304 (meters)      76.46  (feet)  COMP
 AI8321  MODELED GRAV-     980,557.5   (mgal)                       NAVD 88
 AI8321
 AI8321  VERT ORDER  -  SECOND    CLASS I
 AI8321
 AI8321.The horizontal coordinates were scaled from a topographic map and have
 AI8321.an estimated accuracy of +/- 6 seconds.
 AI8321
 AI8321.The orthometric height was determined by differential leveling
 AI8321.and adjusted by the National Geodetic Survey in July 2002..
 AI8321.No vertical observational check was made to the station.
 AI8321
 AI8321.The geoid height was determined by GEOID03.
 AI8321
 AI8321.The dynamic height is computed by dividing the NAVD 88
 AI8321.geopotential number by the normal gravity value computed on the
 AI8321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8321.degrees latitude (g = 980.6199 gals.).
 AI8321
 AI8321.The modeled gravity was interpolated from observed gravity values.
 AI8321
 AI8321;                    North         East    Units  Estimated Accuracy
 AI8321;SPC ME E     -    89,590.      281,770.      MT  (+/- 180 meters Scaled)
 AI8321
 AI8321                          SUPERSEDED SURVEY CONTROL
 AI8321
 AI8321.No superseded survey control is available for this station.
 AI8321
 AI8321_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK215244(NAD 83)
 AI8321_MARKER: DV = VERTICAL CONTROL DISK
 AI8321_SETTING: 66 = SET IN ROCK OUTCROP
 AI8321_STAMPING: C 206 2000
 AI8321_MARK LOGO: NGS   
 AI8321_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8321_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI8321_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI8321+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AI8321
 AI8321  HISTORY     - Date     Condition        Report By
 AI8321  HISTORY     - 2000     MONUMENTED       NGS
 AI8321
 AI8321                          STATION DESCRIPTION
 AI8321
 AI8321'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 AI8321'0.2 KM (0.10 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 199 FROM THE POST
 AI8321'OFFICE IN PENOBSCOT, THENCE 2.0 KM (1.25 MI) WESTERLY ALONG STATE
 AI8321'HIGHWAYS 199 AND 175, NEAR THE CENTER OF A 3 BY 4-FOOT EXPOSED ROCK
 AI8321'OUTCROP, 46.1 M (151.2 FT) EAST OF THE CENTER OF A DRIVEWAY LEADING TO
 AI8321'HOUSE NUMBER 32 A, 23.9 M (78.4 FT) EAST OF UTILITY POLE NUMBER 21 163
 AI8321'WITH A TRANSFORMER AND 2 GUY CABLES, 22.0 M (72.2 FT) WEST OF THE
 AI8321'CENTER OF A DRIVEWAY LEADING TO HOUSE NUMBER 32 B, 8.0 M (26.2 FT)
 AI8321'SOUTH OF THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE
 AI8321'HIGHWAY, AND 0.3 M (1.0 FT) NORTHWEST OF A WITNESS POST. NOTE--THE
 AI8321'MARK IS ON THE HIGHWAY RIGHT-OF WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0041 ***********************************************************************
 RE0041  DESIGNATION -  C 21
 RE0041  PID         -  RE0041
 RE0041  STATE/COUNTY-  ME/AROOSTOOK
 RE0041  USGS QUAD   -  HOULTON SOUTH (1984)
 RE0041
 RE0041                         *CURRENT SURVEY CONTROL
 RE0041  ___________________________________________________________________
 RE0041* NAD 83(1986)-  46 06 01.     (N)    067 50 27.     (W)     SCALED    
 RE0041* NAVD 88     -       146.411  (meters)     480.35   (feet)  ADJUSTED  
 RE0041  ___________________________________________________________________
 RE0041  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 RE0041  DYNAMIC HT  -         146.420 (meters)     480.38  (feet)  COMP
 RE0041  MODELED GRAV-     980,671.0   (mgal)                       NAVD 88
 RE0041
 RE0041  VERT ORDER  -  SECOND    CLASS 0
 RE0041
 RE0041.The horizontal coordinates were scaled from a topographic map and have
 RE0041.an estimated accuracy of +/- 6 seconds.
 RE0041
 RE0041.The orthometric height was determined by differential leveling
 RE0041.and adjusted by the National Geodetic Survey in June 1991..
 RE0041
 RE0041.The geoid height was determined by GEOID03.
 RE0041
 RE0041.The dynamic height is computed by dividing the NAVD 88
 RE0041.geopotential number by the normal gravity value computed on the
 RE0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0041.degrees latitude (g = 980.6199 gals.).
 RE0041
 RE0041.The modeled gravity was interpolated from observed gravity values.
 RE0041
 RE0041;                    North         East    Units  Estimated Accuracy
 RE0041;SPC ME E     -   270,630.      350,960.      MT  (+/- 180 meters Scaled)
 RE0041
 RE0041                          SUPERSEDED SURVEY CONTROL
 RE0041
 RE0041  NGVD 29 (??/??/92)  146.603  (m)          480.98   (f) ADJ UNCH    2 0
 RE0041
 RE0041.Superseded values are not recommended for survey control.
 RE0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0041.See file dsdata.txt to determine how the superseded data were derived.
 RE0041
 RE0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM895058(NAD 83)
 RE0041_MARKER: DB = BENCH MARK DISK
 RE0041_SETTING: 80 = SET IN A BOULDER
 RE0041_SP_SET: BOULDER
 RE0041_STAMPING: 480.980 C 21 1933
 RE0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RE0041+STABILITY: SURFACE MOTION
 RE0041
 RE0041  HISTORY     - Date     Condition        Report By
 RE0041  HISTORY     - 1933     MONUMENTED       CGS
 RE0041  HISTORY     - 1978     MARK NOT FOUND   NGS
 RE0041
 RE0041                          STATION DESCRIPTION
 RE0041
 RE0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 RE0041'1.8 MI S FROM HOULTON.
 RE0041'1.8 MILES SOUTH ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 RE0041'HOULTON, AROOSTOOK COUNTY, 50 YARDS SOUTHEAST AND 17 YARDS
 RE0041'NORTHEAST OF THE NORTHEAST CORNER OF THE HARLEY ROURKE FARMHOUSE,
 RE0041'10 YARDS SOUTHWEST OF THE FENCE LINE, 8 YARDS SOUTHEAST OF THE
 RE0041'CENTER LINE OF THE HIGHWAY, 2 YARDS NORTHEAST OF A POLE, AND IN
 RE0041'THE TOP OF AN EMBEDDED BOULDER ABOUT 4 FEET IN DIAMETER
 RE0041'PROJECTING 1 FOOT ABOVE THE GROUND.  A STANDARD DISK, STAMPED
 RE0041'480.980 C 21 1933.
 RE0041
 RE0041                          STATION RECOVERY (1978)
 RE0041
 RE0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 RE0041'MARK SEARCHED FOR BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0062 ***********************************************************************
 RE0062  DESIGNATION -  C 22
 RE0062  PID         -  RE0062
 RE0062  STATE/COUNTY-  ME/AROOSTOOK
 RE0062  USGS QUAD   -  EASTON (1984)
 RE0062
 RE0062                         *CURRENT SURVEY CONTROL
 RE0062  ___________________________________________________________________
 RE0062* NAD 83(1986)-  46 41 56.     (N)    067 59 21.     (W)     SCALED    
 RE0062* NAVD 88     -       137.344  (meters)     450.60   (feet)  ADJUSTED  
 RE0062  ___________________________________________________________________
 RE0062  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 RE0062  DYNAMIC HT  -         137.358 (meters)     450.65  (feet)  COMP
 RE0062  MODELED GRAV-     980,708.6   (mgal)                       NAVD 88
 RE0062
 RE0062  VERT ORDER  -  SECOND    CLASS 0
 RE0062
 RE0062.The horizontal coordinates were scaled from a topographic map and have
 RE0062.an estimated accuracy of +/- 6 seconds.
 RE0062
 RE0062.The orthometric height was determined by differential leveling
 RE0062.and adjusted by the National Geodetic Survey in June 1991..
 RE0062
 RE0062.The geoid height was determined by GEOID03.
 RE0062
 RE0062.The dynamic height is computed by dividing the NAVD 88
 RE0062.geopotential number by the normal gravity value computed on the
 RE0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0062.degrees latitude (g = 980.6199 gals.).
 RE0062
 RE0062.The modeled gravity was interpolated from observed gravity values.
 RE0062
 RE0062;                    North         East    Units  Estimated Accuracy
 RE0062;SPC ME E     -   337,080.      339,070.      MT  (+/- 180 meters Scaled)
 RE0062
 RE0062                          SUPERSEDED SURVEY CONTROL
 RE0062
 RE0062  NGVD 29 (??/??/92)  137.535  (m)          451.23   (f) ADJ UNCH    2 0
 RE0062
 RE0062.Superseded values are not recommended for survey control.
 RE0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0062.See file dsdata.txt to determine how the superseded data were derived.
 RE0062
 RE0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM772722(NAD 83)
 RE0062_MARKER: DB = BENCH MARK DISK
 RE0062_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RE0062_SP_SET: BRIDGE
 RE0062_STAMPING: C 22 1933
 RE0062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RE0062
 RE0062  HISTORY     - Date     Condition        Report By
 RE0062  HISTORY     - 1933     MONUMENTED       CGS
 RE0062  HISTORY     - 1961     GOOD             NGS
 RE0062
 RE0062                          STATION DESCRIPTION
 RE0062
 RE0062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RE0062'1.9 MI N FROM PRESQUE ISLE.
 RE0062'1.9 MILES NORTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 RE0062'PRESQUE ISLE, AROOSTOOK COUNTY, 150 YARDS WEST OF A YELLOW
 RE0062'SCHOOLHOUSE, 30 FEET EAST OF THE CENTERLINE OF THE TRACK, AT
 RE0062'BRIDGE 213.60, IN THE TOP OF THE SOUTHWEST END, AND ABOUT 7
 RE0062'FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 RE0062'C 22 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0020 ***********************************************************************
 SF0020  DESIGNATION -  C 23
 SF0020  PID         -  SF0020
 SF0020  STATE/COUNTY-  ME/AROOSTOOK
 SF0020  USGS QUAD   -  MADAWASKA (1986)
 SF0020
 SF0020                         *CURRENT SURVEY CONTROL
 SF0020  ___________________________________________________________________
 SF0020* NAD 83(1986)-  47 21 03.     (N)    068 16 48.     (W)     SCALED    
 SF0020* NAVD 88     -       143.037  (meters)     469.28   (feet)  ADJUSTED  
 SF0020  ___________________________________________________________________
 SF0020  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 SF0020  DYNAMIC HT  -         143.059 (meters)     469.35  (feet)  COMP
 SF0020  MODELED GRAV-     980,766.7   (mgal)                       NAVD 88
 SF0020
 SF0020  VERT ORDER  -  SECOND    CLASS 0
 SF0020
 SF0020.The horizontal coordinates were scaled from a topographic map and have
 SF0020.an estimated accuracy of +/- 6 seconds.
 SF0020
 SF0020.The orthometric height was determined by differential leveling
 SF0020.and adjusted by the National Geodetic Survey in June 1991..
 SF0020
 SF0020.The geoid height was determined by GEOID03.
 SF0020
 SF0020.The dynamic height is computed by dividing the NAVD 88
 SF0020.geopotential number by the normal gravity value computed on the
 SF0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0020.degrees latitude (g = 980.6199 gals.).
 SF0020
 SF0020.The modeled gravity was interpolated from observed gravity values.
 SF0020
 SF0020;                    North         East    Units  Estimated Accuracy
 SF0020;SPC ME E     -   409,450.      316,620.      MT  (+/- 180 meters Scaled)
 SF0020
 SF0020                          SUPERSEDED SURVEY CONTROL
 SF0020
 SF0020  NGVD 29 (??/??/92)  143.164  (m)          469.70   (f) ADJ UNCH    2 0
 SF0020
 SF0020.Superseded values are not recommended for survey control.
 SF0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0020.See file dsdata.txt to determine how the superseded data were derived.
 SF0020
 SF0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN543444(NAD 83)
 SF0020_MARKER: DB = BENCH MARK DISK
 SF0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SF0020_STAMPING: C 23 1933
 SF0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF0020+STABILITY: SURFACE MOTION
 SF0020
 SF0020  HISTORY     - Date     Condition        Report By
 SF0020  HISTORY     - 1933     MONUMENTED       CGS
 SF0020
 SF0020                          STATION DESCRIPTION
 SF0020
 SF0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 SF0020'2.5 MI SE FROM MADAWASKA.
 SF0020'2.5 MILES SOUTHEAST ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 SF0020'MADAWASKA, AROOSTOOK COUNTY, AND NEAR MILEPOST V 22.38.  A
 SF0020'STANDARD DISK, STAMPED C 23 1933 AND SET IN THE TOP OF A CONCRETE
 SF0020'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0813 ***********************************************************************
 QG0813  DESIGNATION -  C 24
 QG0813  PID         -  QG0813
 QG0813  STATE/COUNTY-  ME/SOMERSET
 QG0813  USGS QUAD   -  MOXIE POND (1988)
 QG0813
 QG0813                         *CURRENT SURVEY CONTROL
 QG0813  ___________________________________________________________________
 QG0813* NAD 83(1986)-  45 18 16.     (N)    069 50 18.     (W)     SCALED    
 QG0813* NAVD 88     -       298.298  (meters)     978.67   (feet)  ADJUSTED  
 QG0813  ___________________________________________________________________
 QG0813  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 QG0813  DYNAMIC HT  -         298.281 (meters)     978.61  (feet)  COMP
 QG0813  MODELED GRAV-     980,550.4   (mgal)                       NAVD 88
 QG0813
 QG0813  VERT ORDER  -  SECOND    CLASS 0
 QG0813
 QG0813.The horizontal coordinates were scaled from a topographic map and have
 QG0813.an estimated accuracy of +/- 6 seconds.
 QG0813
 QG0813.The orthometric height was determined by differential leveling
 QG0813.and adjusted by the National Geodetic Survey in June 1991..
 QG0813
 QG0813.The geoid height was determined by GEOID03.
 QG0813
 QG0813.The dynamic height is computed by dividing the NAVD 88
 QG0813.geopotential number by the normal gravity value computed on the
 QG0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0813.degrees latitude (g = 980.6199 gals.).
 QG0813
 QG0813.The modeled gravity was interpolated from observed gravity values.
 QG0813
 QG0813;                    North         East    Units  Estimated Accuracy
 QG0813;SPC ME W     -   274,620.      925,750.      MT  (+/- 180 meters Scaled)
 QG0813
 QG0813                          SUPERSEDED SURVEY CONTROL
 QG0813
 QG0813  NGVD 29 (??/??/92)  298.460  (m)          979.20   (f) ADJ UNCH    2 0
 QG0813
 QG0813.Superseded values are not recommended for survey control.
 QG0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0813.See file dsdata.txt to determine how the superseded data were derived.
 QG0813
 QG0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL342171(NAD 83)
 QG0813_MARKER: DB = BENCH MARK DISK
 QG0813_SETTING: 80 = SET IN A BOULDER
 QG0813_SP_SET: BOULDER
 QG0813_STAMPING: 979.198 C 24 1933
 QG0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0813+STABILITY: SURFACE MOTION
 QG0813
 QG0813  HISTORY     - Date     Condition        Report By
 QG0813  HISTORY     - 1933     MONUMENTED       CGS
 QG0813
 QG0813                          STATION DESCRIPTION
 QG0813
 QG0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 QG0813'1 MI N FROM TROUTDALE.
 QG0813'1.0 MILE NORTH ALONG THE OLD ROADBED OF THE ABANDONED MAINE
 QG0813'CENTRAL RAILROAD FROM TROUTDALE, SOMERSET COUNTY, NEAR THE
 QG0813'MIDDLE OF A 12-FOOT FILL, 14 YARDS EAST OF THE CENTER LINE OF
 QG0813'THE ROADBED, IN THE TOP OF A 5- BY 5-FOOT BOULDER, AND ABOUT
 QG0813'8 FEET LOWER THAN THE ROADBED.  A STANDARD DISK, STAMPED 979.198
 QG0813'C 24 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1506 ***********************************************************************
 PE1506  DESIGNATION -  C 25
 PE1506  PID         -  PE1506
 PE1506  STATE/COUNTY-  ME/SOMERSET
 PE1506  USGS QUAD   -  NORRIDGEWOCK (1982)
 PE1506
 PE1506                         *CURRENT SURVEY CONTROL
 PE1506  ___________________________________________________________________
 PE1506* NAD 83(1986)-  44 43 59.     (N)    069 49 18.     (W)     SCALED    
 PE1506* NAVD 88     -        53.379  (meters)     175.13   (feet)  ADJUSTED  
 PE1506  ___________________________________________________________________
 PE1506  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 PE1506  DYNAMIC HT  -          53.374 (meters)     175.11  (feet)  COMP
 PE1506  MODELED GRAV-     980,535.8   (mgal)                       NAVD 88
 PE1506
 PE1506  VERT ORDER  -  SECOND    CLASS 0
 PE1506
 PE1506.The horizontal coordinates were scaled from a topographic map and have
 PE1506.an estimated accuracy of +/- 6 seconds.
 PE1506
 PE1506.The orthometric height was determined by differential leveling
 PE1506.and adjusted by the National Geodetic Survey in June 1991..
 PE1506
 PE1506.The geoid height was determined by GEOID03.
 PE1506
 PE1506.The dynamic height is computed by dividing the NAVD 88
 PE1506.geopotential number by the normal gravity value computed on the
 PE1506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1506.degrees latitude (g = 980.6199 gals.).
 PE1506
 PE1506.The modeled gravity was interpolated from observed gravity values.
 PE1506
 PE1506;                    North         East    Units  Estimated Accuracy
 PE1506;SPC ME W     -   211,130.      927,330.      MT  (+/- 180 meters Scaled)
 PE1506
 PE1506                          SUPERSEDED SURVEY CONTROL
 PE1506
 PE1506  NGVD 29 (??/??/92)   53.566  (m)          175.74   (f) ADJ UNCH    2 0
 PE1506
 PE1506.Superseded values are not recommended for survey control.
 PE1506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1506.See file dsdata.txt to determine how the superseded data were derived.
 PE1506
 PE1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK349536(NAD 83)
 PE1506_MARKER: DB = BENCH MARK DISK
 PE1506_SETTING: 66 = SET IN ROCK OUTCROP
 PE1506_SP_SET: ROCK OUTCROP
 PE1506_STAMPING: 175.741 C 25 1933
 PE1506_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1506+STABILITY: POSITION/ELEVATION WELL
 PE1506
 PE1506  HISTORY     - Date     Condition        Report By
 PE1506  HISTORY     - 1933     MONUMENTED       CGS
 PE1506  HISTORY     - 1954     MARK NOT FOUND   NGS
 PE1506
 PE1506                          STATION DESCRIPTION
 PE1506
 PE1506'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PE1506'6 MI SE FROM MADISON.
 PE1506'ABOUT 6 MILES SOUTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM
 PE1506'THE STATION AT MADISON, SOMERSET COUNTY, 1.8 MILES NORTHWEST
 PE1506'OF NORRIDGEWOCK, 22 RAILS NORTH OF MILEPOST K 76, 3-1/2 RAILS
 PE1506'NORTH OF THE NORTH END OF A SMALL ROCK CUT, 1-1/2 RAILS SOUTH OF A
 PE1506'SMALL STONE MASONRY CULVERT, 5 YARDS EAST OF THE CENTER LINE OF
 PE1506'THE TRACK, IN THE TOP OF A 1-1/2-BY 2-FOOT ROCK OUTCROP, AND LEVEL
 PE1506'WITH THE TRACK.  A STANDARD DISK, STAMPED 175.741 C 25 1933.
 PE1506
 PE1506                          STATION RECOVERY (1954)
 PE1506
 PE1506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 PE1506'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0036 ***********************************************************************
 PF0036  DESIGNATION -  C 26
 PF0036  PID         -  PF0036
 PF0036  STATE/COUNTY-  ME/FRANKLIN
 PF0036  USGS QUAD   -  MADRID (1984)
 PF0036
 PF0036                         *CURRENT SURVEY CONTROL
 PF0036  ___________________________________________________________________
 PF0036* NAD 83(1986)-  44 52 05.     (N)    070 23 56.     (W)     SCALED    
 PF0036* NAVD 88     -       246.714  (meters)     809.43   (feet)  ADJUSTED  
 PF0036  ___________________________________________________________________
 PF0036  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 PF0036  DYNAMIC HT  -         246.687 (meters)     809.34  (feet)  COMP
 PF0036  MODELED GRAV-     980,500.4   (mgal)                       NAVD 88
 PF0036
 PF0036  VERT ORDER  -  SECOND    CLASS 0
 PF0036
 PF0036.The horizontal coordinates were scaled from a topographic map and have
 PF0036.an estimated accuracy of +/- 6 seconds.
 PF0036
 PF0036.The orthometric height was determined by differential leveling
 PF0036.and adjusted by the National Geodetic Survey in June 1991..
 PF0036
 PF0036.The geoid height was determined by GEOID03.
 PF0036
 PF0036.The dynamic height is computed by dividing the NAVD 88
 PF0036.geopotential number by the normal gravity value computed on the
 PF0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0036.degrees latitude (g = 980.6199 gals.).
 PF0036
 PF0036.The modeled gravity was interpolated from observed gravity values.
 PF0036
 PF0036;                    North         East    Units  Estimated Accuracy
 PF0036;SPC ME W     -   226,100.      881,650.      MT  (+/- 180 meters Scaled)
 PF0036
 PF0036                          SUPERSEDED SURVEY CONTROL
 PF0036
 PF0036  NGVD 29 (??/??/92)  246.852  (m)          809.88   (f) ADJ UNCH    2 0
 PF0036
 PF0036.Superseded values are not recommended for survey control.
 PF0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0036.See file dsdata.txt to determine how the superseded data were derived.
 PF0036
 PF0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK894692(NAD 83)
 PF0036_MARKER: DB = BENCH MARK DISK
 PF0036_SETTING: 80 = SET IN A BOULDER
 PF0036_SP_SET: BOULDER
 PF0036_STAMPING: 809.880 C 26 1933
 PF0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0036+STABILITY: SURFACE MOTION
 PF0036
 PF0036  HISTORY     - Date     Condition        Report By
 PF0036  HISTORY     - 1933     MONUMENTED       CGS
 PF0036  HISTORY     - 1934     GOOD             NGS
 PF0036  HISTORY     - 1982     MARK NOT FOUND   USGS
 PF0036
 PF0036                          STATION DESCRIPTION
 PF0036
 PF0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PF0036'AT MADRID STATION.
 PF0036'AT MADRID STATION, FRANKLIN COUNTY, ON THE ABANDONED SANDY
 PF0036'RIVER AND RANGELEY LAKES RAILROAD, 100 YARDS SOUTHWEST OF THE
 PF0036'ABANDONED STATION, 71 YARDS NORTHWEST OF A ROAD, AND IN THE
 PF0036'TOP OF AN 8-FOOT BOULDER PROJECTING ABOUT 5 FEET ABOVE THE
 PF0036'GROUND.  A STANDARD DISK, STAMPED 809.880 C 26 1933.
 PF0036
 PF0036                          STATION RECOVERY (1934)
 PF0036
 PF0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PF0036'RECOVERED IN GOOD CONDITION.
 PF0036
 PF0036                          STATION RECOVERY (1982)
 PF0036
 PF0036'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 PF0036'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0288 ***********************************************************************
 PF0288  DESIGNATION -  C 27
 PF0288  PID         -  PF0288
 PF0288  STATE/COUNTY-  ME/OXFORD
 PF0288  USGS QUAD   -  OLD SPECK MOUNTAIN (1984)
 PF0288
 PF0288                         *CURRENT SURVEY CONTROL
 PF0288  ___________________________________________________________________
 PF0288* NAD 83(1986)-  44 34 54.     (N)    070 55 55.     (W)     SCALED    
 PF0288* NAVD 88     -       431.724  (meters)    1416.41   (feet)  ADJUSTED  
 PF0288  ___________________________________________________________________
 PF0288  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 PF0288  DYNAMIC HT  -         431.654 (meters)    1416.18  (feet)  COMP
 PF0288  MODELED GRAV-     980,443.1   (mgal)                       NAVD 88
 PF0288
 PF0288  VERT ORDER  -  SECOND    CLASS 0
 PF0288
 PF0288.The horizontal coordinates were scaled from a topographic map and have
 PF0288.an estimated accuracy of +/- 6 seconds.
 PF0288
 PF0288.The orthometric height was determined by differential leveling
 PF0288.and adjusted by the National Geodetic Survey in June 1991..
 PF0288
 PF0288.The geoid height was determined by GEOID03.
 PF0288
 PF0288.The dynamic height is computed by dividing the NAVD 88
 PF0288.geopotential number by the normal gravity value computed on the
 PF0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0288.degrees latitude (g = 980.6199 gals.).
 PF0288
 PF0288.The modeled gravity was interpolated from observed gravity values.
 PF0288
 PF0288;                    North         East    Units  Estimated Accuracy
 PF0288;SPC ME W     -   194,530.      839,230.      MT  (+/- 180 meters Scaled)
 PF0288
 PF0288                          SUPERSEDED SURVEY CONTROL
 PF0288
 PF0288  NGVD 29 (??/??/92)  431.84   (m)         1416.8    (f) COMPUTED    2 0
 PF0288
 PF0288.Superseded values are not recommended for survey control.
 PF0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0288.See file dsdata.txt to determine how the superseded data were derived.
 PF0288
 PF0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK466382(NAD 83)
 PF0288_MARKER: DB = BENCH MARK DISK
 PF0288_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PF0288_SP_SET: ABUTMENT
 PF0288_STAMPING: C 27
 PF0288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0288
 PF0288  HISTORY     - Date     Condition        Report By
 PF0288  HISTORY     - UNK      MONUMENTED       CGS
 PF0288  HISTORY     - 1933     GOOD             NGS
 PF0288  HISTORY     - 1934     GOOD             NGS
 PF0288
 PF0288                          STATION DESCRIPTION
 PF0288
 PF0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PF0288'11.1 MI N FROM NEWRY.
 PF0288'CROSSROADS BY HIGHWAY 26 ON THE U.S. HIGHWAY 26, AT SOUTH WEST
 PF0288'END OF NORTH WEST ABUTMENT OF BRIDGE OVER BROOK, 7 YARDS SOUTH
 PF0288'WEST OF CENTER LINE OF ROAD, 6 INCHES ABOVE GRADE.
 PF0288
 PF0288                          STATION RECOVERY (1934)
 PF0288
 PF0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PF0288'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0287 ***********************************************************************
 PF0287  DESIGNATION -  C 27 RESET 1934
 PF0287  PID         -  PF0287
 PF0287  STATE/COUNTY-  ME/OXFORD
 PF0287  USGS QUAD   -  OLD SPECK MOUNTAIN (1984)
 PF0287
 PF0287                         *CURRENT SURVEY CONTROL
 PF0287  ___________________________________________________________________
 PF0287* NAD 83(1986)-  44 34 54.     (N)    070 55 55.     (W)     SCALED    
 PF0287* NAVD 88     -       431.835  (meters)    1416.78   (feet)  ADJUSTED  
 PF0287  ___________________________________________________________________
 PF0287  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 PF0287  DYNAMIC HT  -         431.765 (meters)    1416.55  (feet)  COMP
 PF0287  MODELED GRAV-     980,443.1   (mgal)                       NAVD 88
 PF0287
 PF0287  VERT ORDER  -  SECOND    CLASS 0
 PF0287
 PF0287.The horizontal coordinates were scaled from a topographic map and have
 PF0287.an estimated accuracy of +/- 6 seconds.
 PF0287
 PF0287.The orthometric height was determined by differential leveling
 PF0287.and adjusted by the National Geodetic Survey in June 1991..
 PF0287
 PF0287.The geoid height was determined by GEOID03.
 PF0287
 PF0287.The dynamic height is computed by dividing the NAVD 88
 PF0287.geopotential number by the normal gravity value computed on the
 PF0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0287.degrees latitude (g = 980.6199 gals.).
 PF0287
 PF0287.The modeled gravity was interpolated from observed gravity values.
 PF0287
 PF0287;                    North         East    Units  Estimated Accuracy
 PF0287;SPC ME W     -   194,530.      839,230.      MT  (+/- 180 meters Scaled)
 PF0287
 PF0287                          SUPERSEDED SURVEY CONTROL
 PF0287
 PF0287  NGVD 29 (??/??/92)  431.961  (m)         1417.19   (f) ADJ UNCH    2 0
 PF0287
 PF0287.Superseded values are not recommended for survey control.
 PF0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0287.See file dsdata.txt to determine how the superseded data were derived.
 PF0287
 PF0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK466382(NAD 83)
 PF0287_MARKER: DB = BENCH MARK DISK
 PF0287_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PF0287_SP_SET: ABUTMENT WING WALL
 PF0287_STAMPING: C 27 RESET 1934
 PF0287_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0287
 PF0287  HISTORY     - Date     Condition        Report By
 PF0287  HISTORY     - 1934     MONUMENTED       MEHD
 PF0287  HISTORY     - 1936     GOOD             NGS
 PF0287  HISTORY     - 1936     GOOD             NGS
 PF0287  HISTORY     - 1975     GOOD             MEDT
 PF0287
 PF0287                          STATION DESCRIPTION
 PF0287
 PF0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 PF0287'11.1 MI NW FROM NEWRY.
 PF0287'ABOUT 11.1 MILES NORTHWEST ALONG STATE HIGHWAY 26 FROM THE
 PF0287'INTERSECTION OF U.S. HIGHWAY 2 AT NEWRY, OXFORD COUNTY, AT
 PF0287'DOUGLASS BRIDGE OVER A BROOK, AT THE SOUTHEAST ABUTMENT, IN THE
 PF0287'TOP OF THE SOUTH WING WALL, 30 FEET NORTHWEST OF TELEPHONE POLE
 PF0287'422, AND 14 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY.
 PF0287'A STANDARD DISK, STAMPED C 27 RESET 1934.  NOTE-- THE ELEVATION
 PF0287'GIVEN IS DERIVED FROM THE 1936 RELEVELING.
 PF0287
 PF0287                          STATION RECOVERY (1936)
 PF0287
 PF0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1936
 PF0287'RECOVERED IN GOOD CONDITION.
 PF0287
 PF0287                          STATION RECOVERY (1975)
 PF0287
 PF0287'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 PF0287'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0584 ***********************************************************************
 OC0584  DESIGNATION -  C 28
 OC0584  PID         -  OC0584
 OC0584  STATE/COUNTY-  ME/CUMBERLAND
 OC0584  USGS QUAD   -  NORTH SEBAGO (1983)
 OC0584
 OC0584                         *CURRENT SURVEY CONTROL
 OC0584  ___________________________________________________________________
 OC0584* NAD 83(1986)-  43 56 25.     (N)    070 43 56.     (W)     SCALED    
 OC0584* NAVD 88     -       156.790  (meters)     514.40   (feet)  ADJUSTED  
 OC0584  ___________________________________________________________________
 OC0584  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 OC0584  DYNAMIC HT  -         156.763 (meters)     514.31  (feet)  COMP
 OC0584  MODELED GRAV-     980,447.8   (mgal)                       NAVD 88
 OC0584
 OC0584  VERT ORDER  -  SECOND    CLASS 0
 OC0584
 OC0584.The horizontal coordinates were scaled from a topographic map and have
 OC0584.an estimated accuracy of +/- 6 seconds.
 OC0584
 OC0584.The orthometric height was determined by differential leveling
 OC0584.and adjusted by the National Geodetic Survey in June 1991..
 OC0584
 OC0584.The geoid height was determined by GEOID03.
 OC0584
 OC0584.The dynamic height is computed by dividing the NAVD 88
 OC0584.geopotential number by the normal gravity value computed on the
 OC0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0584.degrees latitude (g = 980.6199 gals.).
 OC0584
 OC0584.The modeled gravity was interpolated from observed gravity values.
 OC0584
 OC0584;                    North         East    Units  Estimated Accuracy
 OC0584;SPC ME W     -   123,130.      854,600.      MT  (+/- 180 meters Scaled)
 OC0584
 OC0584                          SUPERSEDED SURVEY CONTROL
 OC0584
 OC0584  NGVD 29 (??/??/92)  156.945  (m)          514.91   (f) ADJ UNCH    2 0
 OC0584
 OC0584.Superseded values are not recommended for survey control.
 OC0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0584.See file dsdata.txt to determine how the superseded data were derived.
 OC0584
 OC0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ609666(NAD 83)
 OC0584_MARKER: DB = BENCH MARK DISK
 OC0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC0584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OC0584_STAMPING: C 28 1935
 OC0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC0584+STABILITY: SURFACE MOTION
 OC0584_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OC0584+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2004
 OC0584
 OC0584  HISTORY     - Date     Condition        Report By
 OC0584  HISTORY     - 1935     MONUMENTED       CGS
 OC0584  HISTORY     - 1976     GOOD             NGS
 OC0584  HISTORY     - 20040422 GOOD             GEOCAC
 OC0584
 OC0584                          STATION DESCRIPTION
 OC0584
 OC0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OC0584'7.2 MI N FROM BRIDGTON JUNCTION.
 OC0584'IN CUMBERLAND COUNTY, ABOUT 7.2 MILES NORTH ALONG THE BRIDGTON
 OC0584'AND HARRISON RAILWAY FROM THE STATION AT BRIDGTON JUNCTION,
 OC0584'OXFORD COUNTY, ABOUT 8 POLES NORTH OF MILEPOST 7, 27.9 FEET
 OC0584'EAST OF THE EAST RAIL, AND 5 FEET SOUTH OF POLE 220.  A STANDARD
 OC0584'DISK, STAMPED C 28 1935 AND SET IN THE TOP OF A CONCRETE POST
 OC0584'ABOUT FLUSH WITH THE GROUND.
 OC0584
 OC0584                          STATION RECOVERY (1976)
 OC0584
 OC0584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0584'RECOVERED IN GOOD CONDITION. LOCATED NEAR THE SOUTHEAST CORNER OF
 OC0584'HANCOCK POND IN THE TOWN OF SEBAGO. IT IS 30 FEET WEST OF THE
 OC0584'CENTERLINE OF A PAVED ROAD, 25 FEET SOUTH OF A DRIVEWAY, 75 FEET
 OC0584'SOUTH OF POWER POLE NO. 142-157, 17 FEET EAST OF THE OLD RAILROAD
 OC0584'BED.
 OC0584
 OC0584                          STATION RECOVERY (2004)
 OC0584
 OC0584'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 OC0584'RECOVERED IN GOOD CONDITION. THE DESCRIPTION LISTED BY THE 1976
 OC0584'RECOVERY IS ADEQUATE TO FIND THE MARK. THE DISC IS MOUNTED ON AN 8
 OC0584'INCH SQUARE CONCRETE POST AND IS ELEVATED FROM GROUND LEVEL BY ABOUT 3
 OC0584'INCHES. THERE USED TO BE A WITNESS POST SIGN RIGHT AT THE MARKER BUT
 OC0584'ONLY THE STEEL VERTICAL MOUNT NOW EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0150 ***********************************************************************
 PF0150  DESIGNATION -  C 29
 PF0150  PID         -  PF0150
 PF0150  STATE/COUNTY-  ME/OXFORD
 PF0150  USGS QUAD   -  CANTON (1967)
 PF0150
 PF0150                         *CURRENT SURVEY CONTROL
 PF0150  ___________________________________________________________________
 PF0150* NAD 83(1986)-  44 27 17.     (N)    070 18 03.     (W)     SCALED    
 PF0150* NAVD 88     -       119.114  (meters)     390.79   (feet)  ADJUSTED  
 PF0150  ___________________________________________________________________
 PF0150  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 PF0150  DYNAMIC HT  -         119.101 (meters)     390.75  (feet)  COMP
 PF0150  MODELED GRAV-     980,509.3   (mgal)                       NAVD 88
 PF0150
 PF0150  VERT ORDER  -  SECOND    CLASS 0
 PF0150
 PF0150.The horizontal coordinates were scaled from a topographic map and have
 PF0150.an estimated accuracy of +/- 6 seconds.
 PF0150
 PF0150.The orthometric height was determined by differential leveling
 PF0150.and adjusted by the National Geodetic Survey in June 1991..
 PF0150
 PF0150.The geoid height was determined by GEOID03.
 PF0150
 PF0150.The dynamic height is computed by dividing the NAVD 88
 PF0150.geopotential number by the normal gravity value computed on the
 PF0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0150.degrees latitude (g = 980.6199 gals.).
 PF0150
 PF0150.The modeled gravity was interpolated from observed gravity values.
 PF0150
 PF0150;                    North         East    Units  Estimated Accuracy
 PF0150;SPC ME W     -   180,150.      889,320.      MT  (+/- 180 meters Scaled)
 PF0150
 PF0150                          SUPERSEDED SURVEY CONTROL
 PF0150
 PF0150  NGVD 29 (??/??/92)  119.249  (m)          391.24   (f) ADJ UNCH    2 0
 PF0150
 PF0150.Superseded values are not recommended for survey control.
 PF0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0150.See file dsdata.txt to determine how the superseded data were derived.
 PF0150
 PF0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK965232(NAD 83)
 PF0150_MARKER: DB = BENCH MARK DISK
 PF0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PF0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PF0150_STAMPING: C 29 1935
 PF0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0150+STABILITY: SURFACE MOTION
 PF0150
 PF0150  HISTORY     - Date     Condition        Report By
 PF0150  HISTORY     - 1935     MONUMENTED       CGS
 PF0150
 PF0150                          STATION DESCRIPTION
 PF0150
 PF0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PF0150'0.5 MI SE FROM GILBERTVILLE.
 PF0150'0.5 MILE SOUTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PF0150'STATION AT GILBERTVILLE, OXFORD COUNTY, 250 YARDS EAST OF THE
 PF0150'WEST POINT OF A WYE, 33 FEET SOUTHWEST OF THE CENTER OF A
 PF0150'COUNTY-ROAD CROSSING, AND 30 FEET SOUTHWEST OF THE SOUTH RAIL
 PF0150'OF THE NORTH TRACK OF THE WYE.  A STANDARD DISK, STAMPED C 29 1935
 PF0150'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 PF0150'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0088 ***********************************************************************
 PE0088  DESIGNATION -  C 3
 PE0088  PID         -  PE0088
 PE0088  STATE/COUNTY-  ME/HANCOCK
 PE0088  USGS QUAD   -  SULLIVAN (1982)
 PE0088
 PE0088                         *CURRENT SURVEY CONTROL
 PE0088  ___________________________________________________________________
 PE0088* NAD 83(1986)-  44 31 43.     (N)    068 13 53.     (W)     SCALED    
 PE0088* NAVD 88     -         4.461  (meters)      14.64   (feet)  ADJUSTED  
 PE0088  ___________________________________________________________________
 PE0088  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 PE0088  DYNAMIC HT  -           4.461 (meters)      14.64  (feet)  COMP
 PE0088  MODELED GRAV-     980,571.3   (mgal)                       NAVD 88
 PE0088
 PE0088  VERT ORDER  -  SECOND    CLASS 0
 PE0088
 PE0088.The horizontal coordinates were scaled from a topographic map and have
 PE0088.an estimated accuracy of +/- 6 seconds.
 PE0088
 PE0088.The orthometric height was determined by differential leveling
 PE0088.and adjusted by the National Geodetic Survey in June 1991..
 PE0088
 PE0088.The geoid height was determined by GEOID03.
 PE0088
 PE0088.The dynamic height is computed by dividing the NAVD 88
 PE0088.geopotential number by the normal gravity value computed on the
 PE0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0088.degrees latitude (g = 980.6199 gals.).
 PE0088
 PE0088.The modeled gravity was interpolated from observed gravity values.
 PE0088
 PE0088;                    North         East    Units  Estimated Accuracy
 PE0088;SPC ME E     -    95,800.      321,350.      MT  (+/- 180 meters Scaled)
 PE0088
 PE0088                          SUPERSEDED SURVEY CONTROL
 PE0088
 PE0088  NGVD 29 (??/??/92)    4.664  (m)           15.30   (f) ADJ UNCH    2 0
 PE0088
 PE0088.Superseded values are not recommended for survey control.
 PE0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0088.See file dsdata.txt to determine how the superseded data were derived.
 PE0088
 PE0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK610308(NAD 83)
 PE0088_MARKER: DD = SURVEY DISK
 PE0088_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE0088_SP_SET: BRIDGE SEAT
 PE0088_STAMPING: C 3 1930
 PE0088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0088
 PE0088  HISTORY     - Date     Condition        Report By
 PE0088  HISTORY     - 1930     MONUMENTED       USGS
 PE0088  HISTORY     - 1966     GOOD             NGS
 PE0088  HISTORY     - 1985     GOOD             USPSQD
 PE0088  HISTORY     - 1985     GOOD             USPSQD
 PE0088
 PE0088                          STATION DESCRIPTION
 PE0088
 PE0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0088'AT WEST SULLIVAN.
 PE0088'AT WEST SULLIVAN, ABOUT 0.15 MILE SOUTH ALONG A BLACK TOPPED
 PE0088'ROAD FROM THE POST OFFICE, ABOUT 60 YARDS SOUTHWEST OF THE
 PE0088'JUNCTION OF U.S. HIGHWAY 1 AND THE WEST LEG OF A BLACK TOPPED
 PE0088'ROAD LEADING TO THE NORTHWEST, SET IN THE TOP OF THE NORTHWEST
 PE0088'END OF THE NORTHEAST ABUTMENT (BRIDGE SEAT) OF THE U.S. HIGHWAY
 PE0088'1 OVER THE TAUNTON RIVER, 15 FEET NORTHWEST OF THE CENTER LINE
 PE0088'OF THE HIGHWAY, AND ABOUT 5 FEET BELOW THE LEVEL OF THE BRIDGE.
 PE0088
 PE0088                          STATION RECOVERY (1985)
 PE0088
 PE0088'RECOVERY NOTE BY US POWER SQUADRON 1985
 PE0088'RECOVERED IN GOOD CONDITION.
 PE0088
 PE0088                          STATION RECOVERY (1985)
 PE0088
 PE0088'RECOVERY NOTE BY US POWER SQUADRON 1985
 PE0088'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0013 ***********************************************************************
 QG0013  DESIGNATION -  C 3
 QG0013  PID         -  QG0013
 QG0013  STATE/COUNTY-  ME/AROOSTOOK
 QG0013  USGS QUAD   -  POTTER HILL (1988)
 QG0013
 QG0013                         *CURRENT SURVEY CONTROL
 QG0013  ___________________________________________________________________
 QG0013* NAD 83(1986)-  45 36 17.     (N)    068 06 53.     (W)     SCALED    
 QG0013* NAVD 88     -        98.933  (meters)     324.58   (feet)  ADJUSTED  
 QG0013  ___________________________________________________________________
 QG0013  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 QG0013  DYNAMIC HT  -          98.934 (meters)     324.59  (feet)  COMP
 QG0013  MODELED GRAV-     980,624.7   (mgal)                       NAVD 88
 QG0013
 QG0013  VERT ORDER  -  FIRST     CLASS II
 QG0013
 QG0013.The horizontal coordinates were scaled from a topographic map and have
 QG0013.an estimated accuracy of +/- 6 seconds.
 QG0013
 QG0013.The orthometric height was determined by differential leveling
 QG0013.and adjusted by the National Geodetic Survey in June 1991..
 QG0013
 QG0013.The geoid height was determined by GEOID03.
 QG0013
 QG0013.The dynamic height is computed by dividing the NAVD 88
 QG0013.geopotential number by the normal gravity value computed on the
 QG0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0013.degrees latitude (g = 980.6199 gals.).
 QG0013
 QG0013.The modeled gravity was interpolated from observed gravity values.
 QG0013
 QG0013;                    North         East    Units  Estimated Accuracy
 QG0013;SPC ME E     -   215,420.      330,050.      MT  (+/- 180 meters Scaled)
 QG0013
 QG0013                          SUPERSEDED SURVEY CONTROL
 QG0013
 QG0013  NGVD 29 (??/??/92)   99.111  (m)          325.17   (f) ADJ UNCH    1 2
 QG0013
 QG0013.Superseded values are not recommended for survey control.
 QG0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0013.See file dsdata.txt to determine how the superseded data were derived.
 QG0013
 QG0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL690505(NAD 83)
 QG0013_MARKER: DB = BENCH MARK DISK
 QG0013_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QG0013_SP_SET: ABUTMENT
 QG0013_STAMPING: C 3 1916 ELEV 325.167 FT
 QG0013_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG0013
 QG0013  HISTORY     - Date     Condition        Report By
 QG0013  HISTORY     - 1916     MONUMENTED       CGS
 QG0013  HISTORY     - 1934     GOOD             NGS
 QG0013
 QG0013                          STATION DESCRIPTION
 QG0013
 QG0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1916
 QG0013'3.7 MI SW FROM WYTOPITLOCK.
 QG0013'ABOUT 3.7 MILES SOUTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM
 QG0013'WYTOPITLOCK, AROOSTOOK COUNTY, 6 RAILS SOUTHWEST OF MILEPOST
 QG0013'V42-P209, AT A STONE ABUTMENT BRIDGE, IN THE TOP OF THE SOUTHEAST
 QG0013'END OF THE SOUTHWEST ABUTMENT, ABOUT 5 FEET SOUTHEAST OF THE SOUTHEAST
 QG0013'RAIL.  A STANDARD DISK.  STAMPED, C 3 1916 ELEV. 325.167 FT.
 QG0013
 QG0013                          STATION RECOVERY (1934)
 QG0013
 QG0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QG0013'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0138 ***********************************************************************
 PF0138  DESIGNATION -  C 30
 PF0138  PID         -  PF0138
 PF0138  STATE/COUNTY-  ME/ANDROSCOGGIN
 PF0138  USGS QUAD   -  LIVERMORE FALLS (1967)
 PF0138
 PF0138                         *CURRENT SURVEY CONTROL
 PF0138  ___________________________________________________________________
 PF0138* NAD 83(1986)-  44 25 17.     (N)    070 09 05.     (W)     SCALED    
 PF0138* NAVD 88     -       105.039  (meters)     344.62   (feet)  ADJUSTED  
 PF0138  ___________________________________________________________________
 PF0138  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 PF0138  DYNAMIC HT  -         105.028 (meters)     344.58  (feet)  COMP
 PF0138  MODELED GRAV-     980,517.3   (mgal)                       NAVD 88
 PF0138
 PF0138  VERT ORDER  -  SECOND    CLASS 0
 PF0138
 PF0138.The horizontal coordinates were scaled from a topographic map and have
 PF0138.an estimated accuracy of +/- 6 seconds.
 PF0138
 PF0138.The orthometric height was determined by differential leveling
 PF0138.and adjusted by the National Geodetic Survey in June 1991..
 PF0138
 PF0138.The geoid height was determined by GEOID03.
 PF0138
 PF0138.The dynamic height is computed by dividing the NAVD 88
 PF0138.geopotential number by the normal gravity value computed on the
 PF0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0138.degrees latitude (g = 980.6199 gals.).
 PF0138
 PF0138.The modeled gravity was interpolated from observed gravity values.
 PF0138
 PF0138;                    North         East    Units  Estimated Accuracy
 PF0138;SPC ME W     -   176,440.      901,220.      MT  (+/- 180 meters Scaled)
 PF0138
 PF0138                          SUPERSEDED SURVEY CONTROL
 PF0138
 PF0138  NGVD 29 (??/??/92)  105.156  (m)          345.00   (f) ADJ UNCH    2 0
 PF0138
 PF0138.Superseded values are not recommended for survey control.
 PF0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0138.See file dsdata.txt to determine how the superseded data were derived.
 PF0138
 PF0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK083193(NAD 83)
 PF0138_MARKER: DB = BENCH MARK DISK
 PF0138_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PF0138_SP_SET: MILEPOST
 PF0138_STAMPING: C 39 1935
 PF0138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0138
 PF0138  HISTORY     - Date     Condition        Report By
 PF0138  HISTORY     - 1935     MONUMENTED       CGS
 PF0138
 PF0138                          STATION DESCRIPTION
 PF0138
 PF0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PF0138'0.5 MI N FROM EAST LIVERMORE.
 PF0138'0.5 MILE NORTH ALONG THE MAINE CENTRAL RAILROAD FROM THE STATION
 PF0138'AT EAST LIVERMORE, ANDROSCOGGIN COUNTY, 12 POLES NORTH OF MILEPOST
 PF0138'F 21-P 63, 51 FEET SOUTHWEST OF THE CENTER OF A ROAD CROSSING,
 PF0138'AND 37 FEET WEST OF THE WEST RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1188 ***********************************************************************
 PE1188  DESIGNATION -  C 31
 PE1188  PID         -  PE1188
 PE1188  STATE/COUNTY-  ME/KENNEBEC
 PE1188  USGS QUAD   -  AUGUSTA (1991)
 PE1188
 PE1188                         *CURRENT SURVEY CONTROL
 PE1188  ___________________________________________________________________
 PE1188* NAD 83(1986)-  44 16 16.     (N)    069 47 21.     (W)     SCALED    
 PE1188* NAVD 88     -        14.136  (meters)      46.38   (feet)  ADJUSTED  
 PE1188  ___________________________________________________________________
 PE1188  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 PE1188  DYNAMIC HT  -          14.135 (meters)      46.37  (feet)  COMP
 PE1188  MODELED GRAV-     980,522.5   (mgal)                       NAVD 88
 PE1188
 PE1188  VERT ORDER  -  SECOND    CLASS 0
 PE1188
 PE1188.The horizontal coordinates were scaled from a topographic map and have
 PE1188.an estimated accuracy of +/- 6 seconds.
 PE1188
 PE1188.The orthometric height was determined by differential leveling
 PE1188.and adjusted by the National Geodetic Survey in June 1991..
 PE1188
 PE1188.The geoid height was determined by GEOID03.
 PE1188
 PE1188.The dynamic height is computed by dividing the NAVD 88
 PE1188.geopotential number by the normal gravity value computed on the
 PE1188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1188.degrees latitude (g = 980.6199 gals.).
 PE1188
 PE1188.The modeled gravity was interpolated from observed gravity values.
 PE1188
 PE1188;                    North         East    Units  Estimated Accuracy
 PE1188;SPC ME W     -   159,810.      930,140.      MT  (+/- 180 meters Scaled)
 PE1188
 PE1188                          SUPERSEDED SURVEY CONTROL
 PE1188
 PE1188  NGVD 29 (??/??/92)   14.347  (m)           47.07   (f) ADJ UNCH    2 0
 PE1188
 PE1188.Superseded values are not recommended for survey control.
 PE1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1188.See file dsdata.txt to determine how the superseded data were derived.
 PE1188
 PE1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK370022(NAD 83)
 PE1188_MARKER: DB = BENCH MARK DISK
 PE1188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1188_STAMPING: C 31 1935
 PE1188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1188+STABILITY: SURFACE MOTION
 PE1188
 PE1188  HISTORY     - Date     Condition        Report By
 PE1188  HISTORY     - 1935     MONUMENTED       CGS
 PE1188  HISTORY     - 1962     GOOD             NGS
 PE1188
 PE1188                          STATION DESCRIPTION
 PE1188
 PE1188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PE1188'1 MI S FROM HALLOWELL.
 PE1188'ABOUT 1.0 MILE SOUTH ALONG THE MAINE CENTRAL RAILROAD FROM ITS
 PE1188'CROSSING OF WINTHROP STREET NEAR THE POST OFFICE BUILDING AT
 PE1188'HALLOWELL, 0.2 MILE SOUTH OF THE U.S. HIGHWAY 201 AND STATE
 PE1188'HIGHWAY 27 OVERPASS, 39 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 PE1188'84 FEET NORTHWEST OF AND ACROSS THE TRACK FROM SEMAPHORE 591,
 PE1188'67 FEET SOUTH OF THE SOUTH SIDE OF AN ABANDONED CONCRETE BASE,
 PE1188'44 FEET SOUTH OF THE 9 TH TELEGRAPH POLE NORTH OF MILEPOST P
 PE1188'59 - V 192, ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK AND SET IN
 PE1188'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL
 PE1188'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0740 ***********************************************************************
 PE0740  DESIGNATION -  C 32
 PE0740  PID         -  PE0740
 PE0740  STATE/COUNTY-  ME/PENOBSCOT
 PE0740  USGS QUAD   -  CORINNA (1982)
 PE0740
 PE0740                         *CURRENT SURVEY CONTROL
 PE0740  ___________________________________________________________________
 PE0740* NAD 83(1986)-  44 54 53.     (N)    069 15 41.     (W)     SCALED    
 PE0740* NAVD 88     -        71.579  (meters)     234.84   (feet)  ADJUSTED  
 PE0740  ___________________________________________________________________
 PE0740  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 PE0740  DYNAMIC HT  -          71.576 (meters)     234.83  (feet)  COMP
 PE0740  MODELED GRAV-     980,576.6   (mgal)                       NAVD 88
 PE0740
 PE0740  VERT ORDER  -  SECOND    CLASS 0
 PE0740
 PE0740.The horizontal coordinates were scaled from a topographic map and have
 PE0740.an estimated accuracy of +/- 6 seconds.
 PE0740
 PE0740.The orthometric height was determined by differential leveling
 PE0740.and adjusted by the National Geodetic Survey in June 1991..
 PE0740
 PE0740.The geoid height was determined by GEOID03.
 PE0740
 PE0740.The dynamic height is computed by dividing the NAVD 88
 PE0740.geopotential number by the normal gravity value computed on the
 PE0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0740.degrees latitude (g = 980.6199 gals.).
 PE0740
 PE0740.The modeled gravity was interpolated from observed gravity values.
 PE0740
 PE0740;                    North         East    Units  Estimated Accuracy
 PE0740;SPC ME E     -   138,950.      239,880.      MT  (+/- 180 meters Scaled)
 PE0740
 PE0740                          SUPERSEDED SURVEY CONTROL
 PE0740
 PE0740  NGVD 29 (??/??/92)   71.781  (m)          235.50   (f) ADJ UNCH    2 0
 PE0740
 PE0740.Superseded values are not recommended for survey control.
 PE0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0740.See file dsdata.txt to determine how the superseded data were derived.
 PE0740
 PE0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK793735(NAD 83)
 PE0740_MARKER: DB = BENCH MARK DISK
 PE0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0740_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0740_STAMPING: C 32 1935
 PE0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0740+STABILITY: SURFACE MOTION
 PE0740
 PE0740  HISTORY     - Date     Condition        Report By
 PE0740  HISTORY     - 1935     MONUMENTED       CGS
 PE0740  HISTORY     - 1955     MARK NOT FOUND   USGS
 PE0740  HISTORY     - 1979     GOOD             USGS
 PE0740
 PE0740                          STATION DESCRIPTION
 PE0740
 PE0740'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 PE0740'0.5 MI S FROM CORINNA.
 PE0740'0.5 MILE SOUTH ALONG THE MAINE CENTRAL RAILROAD FROM THE STATION
 PE0740'AT CORINNA, OPPOSITE MILEPOST F 23, ABOUT 145 YARDS NORTH OF THE
 PE0740'SOUTH END OF A SIDE TRACK, 84 FEET WEST OF THE WEST CORNER OF
 PE0740'M.A. SANBORN POTATO WAREHOUSE, 23.3 FEET NORTHWEST OF THE
 PE0740'NORTHWEST RAIL, AND 2 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE.
 PE0740'A STANDARD DISK, STAMPED C 32 1935 AND SET IN THE TOP OF A
 PE0740'CONCRETE POST PROJECTING ABOUT 1/2 FOOT ABOVE GROUND.
 PE0740
 PE0740                          STATION RECOVERY (1979)
 PE0740
 PE0740'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PE0740'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0795 ***********************************************************************
 QG0795  DESIGNATION -  C 33
 QG0795  PID         -  QG0795
 QG0795  STATE/COUNTY-  ME/PISCATAQUIS
 QG0795  USGS QUAD   -  GREENVILLE (1989)
 QG0795
 QG0795                         *CURRENT SURVEY CONTROL
 QG0795  ___________________________________________________________________
 QG0795* NAD 83(1986)-  45 22 59.     (N)    069 37 12.     (W)     SCALED    
 QG0795* NAVD 88     -       321.826  (meters)    1055.86   (feet)  ADJUSTED  
 QG0795  ___________________________________________________________________
 QG0795  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 QG0795  DYNAMIC HT  -         321.810 (meters)    1055.81  (feet)  COMP
 QG0795  MODELED GRAV-     980,557.9   (mgal)                       NAVD 88
 QG0795
 QG0795  VERT ORDER  -  SECOND    CLASS 0
 QG0795
 QG0795.The horizontal coordinates were scaled from a topographic map and have
 QG0795.an estimated accuracy of +/- 6 seconds.
 QG0795
 QG0795.The orthometric height was determined by differential leveling
 QG0795.and adjusted by the National Geodetic Survey in June 1991..
 QG0795
 QG0795.The geoid height was determined by GEOID03.
 QG0795
 QG0795.The dynamic height is computed by dividing the NAVD 88
 QG0795.geopotential number by the normal gravity value computed on the
 QG0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0795.degrees latitude (g = 980.6199 gals.).
 QG0795
 QG0795.The modeled gravity was interpolated from observed gravity values.
 QG0795
 QG0795;                    North         East    Units  Estimated Accuracy
 QG0795;SPC ME E     -   191,320.      212,290.      MT  (+/- 180 meters Scaled)
 QG0795
 QG0795                          SUPERSEDED SURVEY CONTROL
 QG0795
 QG0795  NGVD 29 (??/??/92)  321.991  (m)         1056.40   (f) ADJ UNCH    2 0
 QG0795
 QG0795.Superseded values are not recommended for survey control.
 QG0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0795.See file dsdata.txt to determine how the superseded data were derived.
 QG0795
 QG0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL514256(NAD 83)
 QG0795_MARKER: DB = BENCH MARK DISK
 QG0795_SETTING: 80 = SET IN A BOULDER
 QG0795_SP_SET: BOULDER
 QG0795_STAMPING: C 33 1935
 QG0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0795+STABILITY: SURFACE MOTION
 QG0795
 QG0795  HISTORY     - Date     Condition        Report By
 QG0795  HISTORY     - 1935     MONUMENTED       CGS
 QG0795  HISTORY     - 1978     MARK NOT FOUND   NGS
 QG0795  HISTORY     - 19860918 MARK NOT FOUND   USPSQD
 QG0795
 QG0795                          STATION DESCRIPTION
 QG0795
 QG0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QG0795'1.2 MI N FROM SHIRLEY.
 QG0795'1.2 MILES NORTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM THE
 QG0795'STATION AT SHIRLEY, PISCATAQUIS COUNTY, 4 POLES NORTH OF MILEPOST
 QG0795'43, 37.5 FEET EAST OF THE EAST RAIL. IN THE TOP OF A LARGE GRANITE
 QG0795'BOULDER, AND LEVEL WITH THE GROUND.
 QG0795
 QG0795                          STATION RECOVERY (1978)
 QG0795
 QG0795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0795'MARK SEARCHED BUT NOT RECOVERED.
 QG0795
 QG0795                          STATION RECOVERY (1986)
 QG0795
 QG0795'RECOVERY NOTE BY US POWER SQUADRON 1986 (DVH)
 QG0795'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0737 ***********************************************************************
 QG0737  DESIGNATION -  C 34
 QG0737  PID         -  QG0737
 QG0737  STATE/COUNTY-  ME/PISCATAQUIS
 QG0737  USGS QUAD   -  SANGERVILLE (1984)
 QG0737
 QG0737                         *CURRENT SURVEY CONTROL
 QG0737  ___________________________________________________________________
 QG0737* NAD 83(1986)-  45 10 56.     (N)    069 17 30.     (W)     SCALED    
 QG0737* NAVD 88     -       128.826  (meters)     422.66   (feet)  ADJUSTED  
 QG0737  ___________________________________________________________________
 QG0737  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 QG0737  DYNAMIC HT  -         128.823 (meters)     422.65  (feet)  COMP
 QG0737  MODELED GRAV-     980,590.3   (mgal)                       NAVD 88
 QG0737
 QG0737  VERT ORDER  -  SECOND    CLASS 0
 QG0737
 QG0737.The horizontal coordinates were scaled from a topographic map and have
 QG0737.an estimated accuracy of +/- 6 seconds.
 QG0737
 QG0737.The orthometric height was determined by differential leveling
 QG0737.and adjusted by the National Geodetic Survey in June 1991..
 QG0737
 QG0737.The geoid height was determined by GEOID03.
 QG0737
 QG0737.The dynamic height is computed by dividing the NAVD 88
 QG0737.geopotential number by the normal gravity value computed on the
 QG0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0737.degrees latitude (g = 980.6199 gals.).
 QG0737
 QG0737.The modeled gravity was interpolated from observed gravity values.
 QG0737
 QG0737;                    North         East    Units  Estimated Accuracy
 QG0737;SPC ME E     -   168,700.      237,780.      MT  (+/- 180 meters Scaled)
 QG0737
 QG0737                          SUPERSEDED SURVEY CONTROL
 QG0737
 QG0737  NGVD 29 (??/??/92)  129.011  (m)          423.26   (f) ADJ UNCH    2 0
 QG0737
 QG0737.Superseded values are not recommended for survey control.
 QG0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0737.See file dsdata.txt to determine how the superseded data were derived.
 QG0737
 QG0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL770032(NAD 83)
 QG0737_MARKER: DB = BENCH MARK DISK
 QG0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0737_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0737_STAMPING: C 34 1935
 QG0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0737+STABILITY: SURFACE MOTION
 QG0737
 QG0737  HISTORY     - Date     Condition        Report By
 QG0737  HISTORY     - 1935     MONUMENTED       CGS
 QG0737  HISTORY     - 1978     MARK NOT FOUND   NGS
 QG0737  HISTORY     - 19950710 GOOD             USPSQD
 QG0737
 QG0737                          STATION DESCRIPTION
 QG0737
 QG0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QG0737'3.2 MI W FROM DOVER-FOXCROFT.
 QG0737'3.2 MILES WEST ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 QG0737'THE STATION AT DOVER-FOXCROFT, PISCATAQUIS COUNTY, 52.0 FEET
 QG0737'SOUTHEAST OF THE CENTER OF A ROAD CROSSING, 29.0 FEET SOUTH
 QG0737'OF THE SOUTH RAIL, 11.5 FEET NORTH OF A RIGHT-OF-WAY FENCE,
 QG0737'AND 2.0 FEET EAST OF A CATTLEGUARD FENCE.  A STANDARD DISK,
 QG0737'STAMPED C 34 1935 AND SET IN THE TOP OF A CONCRETE POST ABOUT
 QG0737'FLUSH WITH THE GROUND.
 QG0737
 QG0737                          STATION RECOVERY (1978)
 QG0737
 QG0737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0737'MARK SEARCHED BUT NOT RECOVERED.
 QG0737
 QG0737                          STATION RECOVERY (1995)
 QG0737
 QG0737'RECOVERY NOTE BY US POWER SQUADRON 1995
 QG0737'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0511 ***********************************************************************
 PE0511  DESIGNATION -  C 35
 PE0511  PID         -  PE0511
 PE0511  STATE/COUNTY-  ME/PENOBSCOT
 PE0511  USGS QUAD   -  VEAZIE (1988)
 PE0511
 PE0511                         *CURRENT SURVEY CONTROL
 PE0511  ___________________________________________________________________
 PE0511* NAD 83(1986)-  44 51 27.     (N)    068 40 46.     (W)     SCALED    
 PE0511* NAVD 88     -        18.295  (meters)      60.02   (feet)  ADJUSTED  
 PE0511  ___________________________________________________________________
 PE0511  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 PE0511  DYNAMIC HT  -          18.294 (meters)      60.02  (feet)  COMP
 PE0511  MODELED GRAV-     980,586.3   (mgal)                       NAVD 88
 PE0511
 PE0511  VERT ORDER  -  SECOND    CLASS 0
 PE0511
 PE0511.The horizontal coordinates were scaled from a topographic map and have
 PE0511.an estimated accuracy of +/- 6 seconds.
 PE0511
 PE0511.The orthometric height was determined by differential leveling
 PE0511.and adjusted by the National Geodetic Survey in June 1991..
 PE0511
 PE0511.The geoid height was determined by GEOID03.
 PE0511
 PE0511.The dynamic height is computed by dividing the NAVD 88
 PE0511.geopotential number by the normal gravity value computed on the
 PE0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0511.degrees latitude (g = 980.6199 gals.).
 PE0511
 PE0511.The modeled gravity was interpolated from observed gravity values.
 PE0511
 PE0511;                    North         East    Units  Estimated Accuracy
 PE0511;SPC ME E     -   132,330.      285,820.      MT  (+/- 180 meters Scaled)
 PE0511
 PE0511                          SUPERSEDED SURVEY CONTROL
 PE0511
 PE0511  NGVD 29 (??/??/92)   18.505  (m)           60.71   (f) ADJ UNCH    2 0
 PE0511
 PE0511.Superseded values are not recommended for survey control.
 PE0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0511.See file dsdata.txt to determine how the superseded data were derived.
 PE0511
 PE0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK253671(NAD 83)
 PE0511_MARKER: DB = BENCH MARK DISK
 PE0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0511_STAMPING: C 35 1935
 PE0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0511+STABILITY: SURFACE MOTION
 PE0511
 PE0511  HISTORY     - Date     Condition        Report By
 PE0511  HISTORY     - 1935     MONUMENTED       CGS
 PE0511
 PE0511                          STATION DESCRIPTION
 PE0511
 PE0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE0511'1.8 MI S FROM ORONO.
 PE0511'1.8 MILES SOUTH ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE0511'STATION AT ORONO, PENOBSCOT COUNTY, 252 YARDS NORTHEAST OF
 PE0511'MILEPOST 143, 132 FEET NORTHEAST OF THE CENTERLINE OF A
 PE0511'24-INCH CONCRETE CULVERT, AT THE POINT OF INTERSECTION OF A
 PE0511'RAILROAD CURVE, OPPOSITE A GOLF COURSE, 24.8 FEET SOUTHEAST
 PE0511'OF THE SOUTHEAST RAIL, AND 6.5 FEET NORTHWEST OF THE
 PE0511'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED C 35 1935 AND
 PE0511'SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES ABOVE
 PE0511'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0491 ***********************************************************************
 PE0491  DESIGNATION -  C 38
 PE0491  PID         -  PE0491
 PE0491  STATE/COUNTY-  ME/PENOBSCOT
 PE0491  USGS QUAD   -  VEAZIE (1988)
 PE0491
 PE0491                         *CURRENT SURVEY CONTROL
 PE0491  ___________________________________________________________________
 PE0491* NAD 83(1986)-  44 48 59.     (N)    068 38 18.     (W)     SCALED    
 PE0491* NAVD 88     -        64.529  (meters)     211.71   (feet)  ADJUSTED  
 PE0491  ___________________________________________________________________
 PE0491  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 PE0491  DYNAMIC HT  -          64.526 (meters)     211.70  (feet)  COMP
 PE0491  MODELED GRAV-     980,574.4   (mgal)                       NAVD 88
 PE0491
 PE0491  VERT ORDER  -  SECOND    CLASS 0
 PE0491
 PE0491.The horizontal coordinates were scaled from a topographic map and have
 PE0491.an estimated accuracy of +/- 6 seconds.
 PE0491
 PE0491.The orthometric height was determined by differential leveling
 PE0491.and adjusted by the National Geodetic Survey in June 1991..
 PE0491
 PE0491.The geoid height was determined by GEOID03.
 PE0491
 PE0491.The dynamic height is computed by dividing the NAVD 88
 PE0491.geopotential number by the normal gravity value computed on the
 PE0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0491.degrees latitude (g = 980.6199 gals.).
 PE0491
 PE0491.The modeled gravity was interpolated from observed gravity values.
 PE0491
 PE0491;                    North         East    Units  Estimated Accuracy
 PE0491;SPC ME E     -   127,750.      289,060.      MT  (+/- 180 meters Scaled)
 PE0491
 PE0491                          SUPERSEDED SURVEY CONTROL
 PE0491
 PE0491  NGVD 29 (??/??/92)   64.74   (m)          212.4    (f) COMPUTED    2 0
 PE0491
 PE0491.Superseded values are not recommended for survey control.
 PE0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0491.See file dsdata.txt to determine how the superseded data were derived.
 PE0491
 PE0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK285626(NAD 83)
 PE0491_MARKER: DB = BENCH MARK DISK
 PE0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0491_STAMPING: C 38 1935
 PE0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0491+STABILITY: SURFACE MOTION
 PE0491
 PE0491  HISTORY     - Date     Condition        Report By
 PE0491  HISTORY     - 1935     MONUMENTED       CGS
 PE0491  HISTORY     - 1953     GOOD             NGS
 PE0491
 PE0491                          STATION DESCRIPTION
 PE0491
 PE0491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 PE0491'3.2 MI E FROM EDDINGTON.
 PE0491'ABOUT 3.2 MILES EAST ALONG STATE HIGHWAY 9 FROM THE JUNCTION
 PE0491'OF STATE HIGHWAY 178 AT EDDINGTON, AT THE SOUTHEAST CORNER OF A
 PE0491'CEMETERY, 28 FEET NORTH OF CENTER LINE OF HIGHWAY, 3 FEET
 PE0491'SOUTHEAST OF SOUTHEAST CORNER OF STEEL FENCE AROUND CEMETERY,
 PE0491'25 FEET EAST OF CENTER OF GATE TO CEMETERY, ABOUT 2 FEET ABOVE
 PE0491'LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PE0491'6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0165 ***********************************************************************
 PE0165  DESIGNATION -  C 39
 PE0165  PID         -  PE0165
 PE0165  STATE/COUNTY-  ME/HANCOCK
 PE0165  USGS QUAD   -  ROCKY POND (1987)
 PE0165
 PE0165                         *CURRENT SURVEY CONTROL
 PE0165  ___________________________________________________________________
 PE0165* NAD 83(1986)-  44 49 51.     (N)    068 13 29.     (W)     SCALED    
 PE0165* NAVD 88     -       152.201  (meters)     499.35   (feet)  ADJUSTED  
 PE0165  ___________________________________________________________________
 PE0165  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 PE0165  DYNAMIC HT  -         152.191 (meters)     499.31  (feet)  COMP
 PE0165  MODELED GRAV-     980,552.1   (mgal)                       NAVD 88
 PE0165
 PE0165  VERT ORDER  -  SECOND    CLASS 0
 PE0165
 PE0165.The horizontal coordinates were scaled from a topographic map and have
 PE0165.an estimated accuracy of +/- 6 seconds.
 PE0165
 PE0165.The orthometric height was determined by differential leveling
 PE0165.and adjusted by the National Geodetic Survey in June 1991..
 PE0165
 PE0165.The geoid height was determined by GEOID03.
 PE0165
 PE0165.The dynamic height is computed by dividing the NAVD 88
 PE0165.geopotential number by the normal gravity value computed on the
 PE0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0165.degrees latitude (g = 980.6199 gals.).
 PE0165
 PE0165.The modeled gravity was interpolated from observed gravity values.
 PE0165
 PE0165;                    North         East    Units  Estimated Accuracy
 PE0165;SPC ME E     -   129,380.      321,770.      MT  (+/- 180 meters Scaled)
 PE0165
 PE0165                          SUPERSEDED SURVEY CONTROL
 PE0165
 PE0165  NGVD 29 (??/??/92)  152.390  (m)          499.97   (f) ADJ UNCH    2 0
 PE0165
 PE0165.Superseded values are not recommended for survey control.
 PE0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0165.See file dsdata.txt to determine how the superseded data were derived.
 PE0165
 PE0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK612644(NAD 83)
 PE0165_MARKER: DB = BENCH MARK DISK
 PE0165_SETTING: 80 = SET IN A BOULDER
 PE0165_SP_SET: BOULDER
 PE0165_STAMPING: C 39 1935
 PE0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0165+STABILITY: SURFACE MOTION
 PE0165
 PE0165  HISTORY     - Date     Condition        Report By
 PE0165  HISTORY     - 1935     MONUMENTED       CGS
 PE0165
 PE0165                          STATION DESCRIPTION
 PE0165
 PE0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE0165'8.5 MI E FROM AMHERST.
 PE0165'8.5 MILES EAST ALONG STATE HIGHWAY 9 FROM THE POST OFFICE AT
 PE0165'AMHERST, HANCOCK COUNTY, 0.3 MILE EAST OF A WOODS CAMP, 0.2 MILE
 PE0165'WEST OF THE AURORA-OSBORN PLACE TOWN LINE, 50 YARDS EAST OF THE
 PE0165'TOP OF A HILL, 24 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 PE0165'AND IN THE TOP OF A LARGE BOULDER.  A STANDARD DISK, STAMPED
 PE0165'C 39 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0085 ***********************************************************************
 PE0085  DESIGNATION -  C 4
 PE0085  PID         -  PE0085
 PE0085  STATE/COUNTY-  ME/HANCOCK
 PE0085  USGS QUAD   -  SULLIVAN (1982)
 PE0085
 PE0085                         *CURRENT SURVEY CONTROL
 PE0085  ___________________________________________________________________
 PE0085* NAD 83(1986)-  44 30 45.     (N)    068 10 49.     (W)     SCALED    
 PE0085* NAVD 88     -        14.181  (meters)      46.53   (feet)  ADJUSTED  
 PE0085  ___________________________________________________________________
 PE0085  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 PE0085  DYNAMIC HT  -          14.181 (meters)      46.53  (feet)  COMP
 PE0085  MODELED GRAV-     980,572.0   (mgal)                       NAVD 88
 PE0085
 PE0085  VERT ORDER  -  SECOND    CLASS 0
 PE0085
 PE0085.The horizontal coordinates were scaled from a topographic map and have
 PE0085.an estimated accuracy of +/- 6 seconds.
 PE0085
 PE0085.The orthometric height was determined by differential leveling
 PE0085.and adjusted by the National Geodetic Survey in June 1991..
 PE0085
 PE0085.The geoid height was determined by GEOID03.
 PE0085
 PE0085.The dynamic height is computed by dividing the NAVD 88
 PE0085.geopotential number by the normal gravity value computed on the
 PE0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0085.degrees latitude (g = 980.6199 gals.).
 PE0085
 PE0085.The modeled gravity was interpolated from observed gravity values.
 PE0085
 PE0085;                    North         East    Units  Estimated Accuracy
 PE0085;SPC ME E     -    94,020.      325,420.      MT  (+/- 180 meters Scaled)
 PE0085
 PE0085                          SUPERSEDED SURVEY CONTROL
 PE0085
 PE0085  NGVD 29 (??/??/92)   14.385  (m)           47.19   (f) ADJ UNCH    2 0
 PE0085
 PE0085.Superseded values are not recommended for survey control.
 PE0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0085.See file dsdata.txt to determine how the superseded data were derived.
 PE0085
 PE0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK651291(NAD 83)
 PE0085_MARKER: DD = SURVEY DISK
 PE0085_SETTING: 66 = SET IN ROCK OUTCROP
 PE0085_SP_SET: ROCK CUT
 PE0085_STAMPING: C 4 1930
 PE0085_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0085+STABILITY: POSITION/ELEVATION WELL
 PE0085
 PE0085  HISTORY     - Date     Condition        Report By
 PE0085  HISTORY     - 1930     MONUMENTED       USGS
 PE0085  HISTORY     - 1966     GOOD             NGS
 PE0085  HISTORY     - 1987     GOOD             USPSQD
 PE0085
 PE0085                          STATION DESCRIPTION
 PE0085
 PE0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0085'1 MI SE FROM SULLIVAN.
 PE0085'1.0 MILE SOUTHEAST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF
 PE0085'STATE HIGHWAY 200 AT SULLIVAN, 109 FEET EAST OF THE APPROXIMATE
 PE0085'CENTER OF THE JUNCTION OF THE U.S. HIGHWAY AND STATE HIGHWAY
 PE0085'185, AT A ROCK CUT AND AT ABOUT THE HIGHEST PART OF CUT, (CUT
 PE0085'IS ABOUT 105 FEET LONG AND 20 FEET HIGH), 55 FEET NORTHEAST OF
 PE0085'THE CENTER LINE OF THE HIGHWAY AND ABOUT 20 FEET ABOVE THE LEVEL
 PE0085'OF THE HIGHWAY.  NOTE-- MARK IS ABOUT 0.75 MILES NORTHWEST OF
 PE0085'THE UNION CHURCH AND CEMETERY.
 PE0085
 PE0085                          STATION RECOVERY (1987)
 PE0085
 PE0085'RECOVERY NOTE BY US POWER SQUADRON 1987 (ELG)
 PE0085'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0216 ***********************************************************************
 QG0216  DESIGNATION -  C 4
 QG0216  PID         -  QG0216
 QG0216  STATE/COUNTY-  ME/PENOBSCOT
 QG0216  USGS QUAD   -  SPRINGFIELD (1988)
 QG0216
 QG0216                         *CURRENT SURVEY CONTROL
 QG0216  ___________________________________________________________________
 QG0216* NAD 83(1986)-  45 23 45.     (N)    068 07 58.     (W)     SCALED    
 QG0216* NAVD 88     -       169.172  (meters)     555.03   (feet)  ADJUSTED  
 QG0216  ___________________________________________________________________
 QG0216  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 QG0216  DYNAMIC HT  -         169.172 (meters)     555.03  (feet)  COMP
 QG0216  MODELED GRAV-     980,612.8   (mgal)                       NAVD 88
 QG0216
 QG0216  VERT ORDER  -  SECOND    CLASS 0
 QG0216
 QG0216.The horizontal coordinates were scaled from a topographic map and have
 QG0216.an estimated accuracy of +/- 6 seconds.
 QG0216
 QG0216.The orthometric height was determined by differential leveling
 QG0216.and adjusted by the National Geodetic Survey in June 1991..
 QG0216
 QG0216.The geoid height was determined by GEOID03.
 QG0216
 QG0216.The dynamic height is computed by dividing the NAVD 88
 QG0216.geopotential number by the normal gravity value computed on the
 QG0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0216.degrees latitude (g = 980.6199 gals.).
 QG0216
 QG0216.The modeled gravity was interpolated from observed gravity values.
 QG0216
 QG0216;                    North         East    Units  Estimated Accuracy
 QG0216;SPC ME E     -   192,200.      328,750.      MT  (+/- 180 meters Scaled)
 QG0216
 QG0216                          SUPERSEDED SURVEY CONTROL
 QG0216
 QG0216  NGVD 29 (??/??/92)  169.371  (m)          555.68   (f) ADJ UNCH    2 0
 QG0216
 QG0216.Superseded values are not recommended for survey control.
 QG0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0216.See file dsdata.txt to determine how the superseded data were derived.
 QG0216
 QG0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL678272(NAD 83)
 QG0216_MARKER: DD = SURVEY DISK
 QG0216_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QG0216_SP_SET: RETAINING WALL
 QG0216_STAMPING: C 4 1931
 QG0216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG0216
 QG0216  HISTORY     - Date     Condition        Report By
 QG0216  HISTORY     - 1931     MONUMENTED       USGS
 QG0216  HISTORY     - 1935     GOOD             NGS
 QG0216  HISTORY     - 1942     GOOD             NGS
 QG0216
 QG0216                          STATION DESCRIPTION
 QG0216
 QG0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QG0216'AT SPRINGFIELD.
 QG0216'AT SPRINGFIELD, PENOBSCOT COUNTY, ON STATE HIGHWAY 16, 85 FEET
 QG0216'EAST OF THE JUNCTION OF STATE HIGHWAY 169, AT THE NORTHEAST CORNER
 QG0216'OF THE YARD OF THE DR. EDWARD T. WALSH RESIDENCE, IN THE TOP OF
 QG0216'THE EAST END OF THE STONE RETAINING WALL, 29 FEET SOUTH OF THE
 QG0216'CENTER LINE OF STATE HIGHWAY 16, AND ABOUT 2 FEET HIGHER THAN THE
 QG0216'HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 QG0216'C 4 1931.
 QG0216
 QG0216                          STATION RECOVERY (1942)
 QG0216
 QG0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 QG0216'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0409 ***********************************************************************
 PD0409  DESIGNATION -  C 40
 PD0409  PID         -  PD0409
 PD0409  STATE/COUNTY-  ME/WASHINGTON
 PD0409  USGS QUAD   -  TUG MOUNTAIN (1990)
 PD0409
 PD0409                         *CURRENT SURVEY CONTROL
 PD0409  ___________________________________________________________________
 PD0409* NAD 83(1986)-  44 55 31.     (N)    067 45 31.     (W)     SCALED    
 PD0409* NAVD 88     -        94.934  (meters)     311.46   (feet)  ADJUSTED  
 PD0409  ___________________________________________________________________
 PD0409  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 PD0409  DYNAMIC HT  -          94.928 (meters)     311.44  (feet)  COMP
 PD0409  MODELED GRAV-     980,551.0   (mgal)                       NAVD 88
 PD0409
 PD0409  VERT ORDER  -  SECOND    CLASS 0
 PD0409
 PD0409.The horizontal coordinates were scaled from a topographic map and have
 PD0409.an estimated accuracy of +/- 6 seconds.
 PD0409
 PD0409.The orthometric height was determined by differential leveling
 PD0409.and adjusted by the National Geodetic Survey in June 1991..
 PD0409
 PD0409.The geoid height was determined by GEOID03.
 PD0409
 PD0409.The dynamic height is computed by dividing the NAVD 88
 PD0409.geopotential number by the normal gravity value computed on the
 PD0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0409.degrees latitude (g = 980.6199 gals.).
 PD0409
 PD0409.The modeled gravity was interpolated from observed gravity values.
 PD0409
 PD0409;                    North         East    Units  Estimated Accuracy
 PD0409;SPC ME E     -   140,110.      358,530.      MT  (+/- 180 meters Scaled)
 PD0409
 PD0409                          SUPERSEDED SURVEY CONTROL
 PD0409
 PD0409  NGVD 29 (??/??/92)   95.126  (m)          312.09   (f) ADJ UNCH    2 0
 PD0409
 PD0409.Superseded values are not recommended for survey control.
 PD0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0409.See file dsdata.txt to determine how the superseded data were derived.
 PD0409
 PD0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK979753(NAD 83)
 PD0409_MARKER: DB = BENCH MARK DISK
 PD0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PD0409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PD0409_STAMPING: C 40 1935
 PD0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0409+STABILITY: SURFACE MOTION
 PD0409
 PD0409  HISTORY     - Date     Condition        Report By
 PD0409  HISTORY     - 1935     MONUMENTED       CGS
 PD0409  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 PD0409
 PD0409                          STATION DESCRIPTION
 PD0409
 PD0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PD0409'5 MI W FROM WESLEY.
 PD0409'5.0 MILES WEST ALONG STATE HIGHWAY 9 FROM THE JUNCTION OF STATE
 PD0409'HIGHWAY 192 AT WESLEY, WASHINGTON COUNTY, 175 YARDS NORTHEAST OF
 PD0409'A WHITE FARMHOUSE ON THE SOUTH SIDE OF THE HIGHWAY, 75 YARDS
 PD0409'SOUTHEAST OF THE TOP OF A SMALL HILL, AT THE SOUTHEAST END OF A
 PD0409'SMALL CUT, 27 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 PD0409'AND 9 FEET WEST OF A 24-INCH MAPLE TREE.  A STANDARD DISK,
 PD0409'STAMPED C 40 1935 AND SET IN THE TOP OF A CONCRETE POST
 PD0409'PROJECTING 8 INCHES ABOVE GROUND.
 PD0409
 PD0409                          STATION RECOVERY (1986)
 PD0409
 PD0409'RECOVERY NOTE BY US POWER SQUADRON 1986 (LEP)
 PD0409'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF2004 ***********************************************************************
 QF2004  DESIGNATION -  C 41 RESET
 QF2004  PID         -  QF2004
 QF2004  STATE/COUNTY-  ME/WASHINGTON
 QF2004  USGS QUAD   -  MEDDYBEMPS LAKE WEST (1987)
 QF2004
 QF2004                         *CURRENT SURVEY CONTROL
 QF2004  ___________________________________________________________________
 QF2004* NAD 83(1986)-  45 06 23.     (N)    067 26 19.     (W)     SCALED    
 QF2004* NAVD 88     -        73.51   (meters)     241.2    (feet)  RESET     
 QF2004  ___________________________________________________________________
 QF2004  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 QF2004
 QF2004  VERT ORDER  -  THIRD
 QF2004
 QF2004.The horizontal coordinates were scaled from a topographic map and have
 QF2004.an estimated accuracy of +/- 6 seconds.
 QF2004
 QF2004.The orthometric height was computed from unverified reset data.
 QF2004.No vertical observational check was made to the station.
 QF2004
 QF2004.The geoid height was determined by GEOID03.
 QF2004
 QF2004;                    North         East    Units  Estimated Accuracy
 QF2004;SPC ME E     -   160,510.      383,520.      MT  (+/- 180 meters Scaled)
 QF2004
 QF2004                          SUPERSEDED SURVEY CONTROL
 QF2004
 QF2004.No superseded survey control is available for this station.
 QF2004
 QF2004_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK228959(NAD 83)
 QF2004_MARKER: DV = VERTICAL CONTROL DISK
 QF2004_SETTING: 80 = SET IN A BOULDER
 QF2004_SP_SET: BOULDER
 QF2004_STAMPING: C 41 RESET 1989
 QF2004_MARK LOGO: NGS   
 QF2004_MAGNETIC: N = NO MAGNETIC MATERIAL
 QF2004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF2004+STABILITY: SURFACE MOTION
 QF2004
 QF2004  HISTORY     - Date     Condition        Report By
 QF2004  HISTORY     - 1989     MONUMENTED       MEDT
 QF2004
 QF2004                          STATION DESCRIPTION
 QF2004
 QF2004'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1989
 QF2004'FROM THE ALEXANDER/BAILEYVILLE TOWN LINE, GO WESTERLY ALONG ROUTE 9
 QF2004'FOR 0.95 MILE (1.53 KM) TO THE BENCH MARK ON THE LEFT.  IN AN
 QF2004'EMBEDDED BOULDER ON THE SOUTHERLY SIDE OF ROUTE 9, 100 FEET (30.5 M)
 QF2004'SOUTH OF THE CENTERLINE OF ROUTE 9, 69.5 FEET (21.2 M) SOUTH OF A
 QF2004'FIBERGLASS WITNESS POST, 15.5 FEET (4.7 M) SOUTHEAST OF A 10 INCH
 QF2004'SPRUCE, 12.9 FEET (3.9 M) WEST OF A CLUMP OF FIVE MAPLES, 12.3 FEET
 QF2004'(3.7 M) NORTH OF A 10 INCH CEDAR WITH BLAZE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0111 ***********************************************************************
 RE0111  DESIGNATION -  C 43
 RE0111  PID         -  RE0111
 RE0111  STATE/COUNTY-  ME/AROOSTOOK
 RE0111  USGS QUAD   -  EASTON (1984)
 RE0111
 RE0111                         *CURRENT SURVEY CONTROL
 RE0111  ___________________________________________________________________
 RE0111* NAD 83(1986)-  46 39 41.     (N)    067 54 37.     (W)     SCALED    
 RE0111* NAVD 88     -       192.828  (meters)     632.64   (feet)  ADJUSTED  
 RE0111  ___________________________________________________________________
 RE0111  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 RE0111  DYNAMIC HT  -         192.847 (meters)     632.70  (feet)  COMP
 RE0111  MODELED GRAV-     980,705.6   (mgal)                       NAVD 88
 RE0111
 RE0111  VERT ORDER  -  SECOND    CLASS 0
 RE0111
 RE0111.The horizontal coordinates were scaled from a topographic map and have
 RE0111.an estimated accuracy of +/- 6 seconds.
 RE0111
 RE0111.The orthometric height was determined by differential leveling
 RE0111.and adjusted by the National Geodetic Survey in June 1991..
 RE0111
 RE0111.The geoid height was determined by GEOID03.
 RE0111
 RE0111.The dynamic height is computed by dividing the NAVD 88
 RE0111.geopotential number by the normal gravity value computed on the
 RE0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0111.degrees latitude (g = 980.6199 gals.).
 RE0111
 RE0111.The modeled gravity was interpolated from observed gravity values.
 RE0111
 RE0111;                    North         East    Units  Estimated Accuracy
 RE0111;SPC ME E     -   332,950.      345,130.      MT  (+/- 180 meters Scaled)
 RE0111
 RE0111                          SUPERSEDED SURVEY CONTROL
 RE0111
 RE0111  NGVD 29 (??/??/92)  193.031  (m)          633.30   (f) ADJ UNCH    2 0
 RE0111
 RE0111.Superseded values are not recommended for survey control.
 RE0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0111.See file dsdata.txt to determine how the superseded data were derived.
 RE0111
 RE0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM833681(NAD 83)
 RE0111_MARKER: DB = BENCH MARK DISK
 RE0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RE0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RE0111_STAMPING: C 43 1935
 RE0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RE0111+STABILITY: SURFACE MOTION
 RE0111
 RE0111  HISTORY     - Date     Condition        Report By
 RE0111  HISTORY     - 1935     MONUMENTED       CGS
 RE0111
 RE0111                          STATION DESCRIPTION
 RE0111
 RE0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RE0111'AT EASTON.
 RE0111'AT EASTON, AROOSTOOK COUNTY, ABOUT 95 YARDS WEST OF THE WEST
 RE0111'END OF THE BANGOR AND AROOSTOOK RAILROAD STATION, 35 FEET
 RE0111'EAST OF THE CENTER OF A ROAD CROSSING, 14.8 FEET EAST OF A
 RE0111'CROSSING SIGN, 12.6 FEET SOUTH OF THE SOUTH RAIL, AND OPPOSITE
 RE0111'THE WEST POINT OF A SWITCH.  A STANDARD DISK, STAMPED C 43
 RE0111'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1151 ***********************************************************************
 PE1151  DESIGNATION -  C 44
 PE1151  PID         -  PE1151
 PE1151  STATE/COUNTY-  ME/KENNEBEC
 PE1151  USGS QUAD   -  AUGUSTA (1991)
 PE1151
 PE1151                         *CURRENT SURVEY CONTROL
 PE1151  ___________________________________________________________________
 PE1151* NAD 83(1986)-  44 18 59.     (N)    069 48 42.     (W)     SCALED    
 PE1151* NAVD 88     -        67.798  (meters)     222.43   (feet)  ADJUSTED  
 PE1151  ___________________________________________________________________
 PE1151  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 PE1151  DYNAMIC HT  -          67.792 (meters)     222.41  (feet)  COMP
 PE1151  MODELED GRAV-     980,524.3   (mgal)                       NAVD 88
 PE1151
 PE1151  VERT ORDER  -  SECOND    CLASS 0
 PE1151
 PE1151.The horizontal coordinates were scaled from a topographic map and have
 PE1151.an estimated accuracy of +/- 6 seconds.
 PE1151
 PE1151.The orthometric height was determined by differential leveling
 PE1151.and adjusted by the National Geodetic Survey in June 1991..
 PE1151
 PE1151.The geoid height was determined by GEOID03.
 PE1151
 PE1151.The dynamic height is computed by dividing the NAVD 88
 PE1151.geopotential number by the normal gravity value computed on the
 PE1151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1151.degrees latitude (g = 980.6199 gals.).
 PE1151
 PE1151.The modeled gravity was interpolated from observed gravity values.
 PE1151
 PE1151;                    North         East    Units  Estimated Accuracy
 PE1151;SPC ME W     -   164,830.      928,320.      MT  (+/- 180 meters Scaled)
 PE1151
 PE1151                          SUPERSEDED SURVEY CONTROL
 PE1151
 PE1151  NGVD 29 (??/??/92)   68.016  (m)          223.15   (f) ADJ UNCH    2 0
 PE1151
 PE1151.Superseded values are not recommended for survey control.
 PE1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1151.See file dsdata.txt to determine how the superseded data were derived.
 PE1151
 PE1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK352073(NAD 83)
 PE1151_MARKER: DB = BENCH MARK DISK
 PE1151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1151_STAMPING: C 44 1935
 PE1151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1151+STABILITY: SURFACE MOTION
 PE1151
 PE1151  HISTORY     - Date     Condition        Report By
 PE1151  HISTORY     - 1935     MONUMENTED       CGS
 PE1151  HISTORY     - 1949     MARK NOT FOUND   NGS
 PE1151
 PE1151                          STATION DESCRIPTION
 PE1151
 PE1151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 PE1151'1.7 MI NW FROM AUGUSTA.
 PE1151'1.7 MILES NORTHWEST ALONG STATE HIGHWAY 100 FROM THE STATE
 PE1151'CAPITOL AT AUGUSTA, KENNEBEC COUNTY, 10.2 FEET NORTHWEST OF
 PE1151'A HIGHWAY SIGN, 34 FEET WEST OF THE CENTERLINE OF THE ROAD
 PE1151'LEADING TO A VETERINARY HOSPITAL, 27 FEET NORTHEAST OF THE
 PE1151'CENTERLINE OF THE HIGHWAY, AND 7 FEET NORTH OF A LARGE ROCK.
 PE1151'A STANDARD DISK, STAMPED C 44 1935 AND SET IN THE TOP OF A
 PE1151'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1237 ***********************************************************************
 PE1237  DESIGNATION -  C 45
 PE1237  PID         -  PE1237
 PE1237  STATE/COUNTY-  ME/LINCOLN
 PE1237  USGS QUAD   -  EAST PITTSTON (1970)
 PE1237
 PE1237                         *CURRENT SURVEY CONTROL
 PE1237  ___________________________________________________________________
 PE1237* NAD 83(1986)-  44 11 14.     (N)    069 38 06.     (W)     SCALED    
 PE1237* NAVD 88     -        42.857  (meters)     140.61   (feet)  ADJUSTED  
 PE1237  ___________________________________________________________________
 PE1237  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 PE1237  DYNAMIC HT  -          42.853 (meters)     140.59  (feet)  COMP
 PE1237  MODELED GRAV-     980,520.5   (mgal)                       NAVD 88
 PE1237
 PE1237  VERT ORDER  -  SECOND    CLASS 0
 PE1237
 PE1237.The horizontal coordinates were scaled from a topographic map and have
 PE1237.an estimated accuracy of +/- 6 seconds.
 PE1237
 PE1237.The orthometric height was determined by differential leveling
 PE1237.and adjusted by the National Geodetic Survey in June 1991..
 PE1237
 PE1237.The geoid height was determined by GEOID03.
 PE1237
 PE1237.The dynamic height is computed by dividing the NAVD 88
 PE1237.geopotential number by the normal gravity value computed on the
 PE1237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1237.degrees latitude (g = 980.6199 gals.).
 PE1237
 PE1237.The modeled gravity was interpolated from observed gravity values.
 PE1237
 PE1237;                    North         East    Units  Estimated Accuracy
 PE1237;SPC ME W     -   150,550.      942,510.      MT  (+/- 180 meters Scaled)
 PE1237
 PE1237                          SUPERSEDED SURVEY CONTROL
 PE1237
 PE1237  NGVD 29 (??/??/92)   43.067  (m)          141.30   (f) ADJ UNCH    2 0
 PE1237
 PE1237.Superseded values are not recommended for survey control.
 PE1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1237.See file dsdata.txt to determine how the superseded data were derived.
 PE1237
 PE1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ492928(NAD 83)
 PE1237_MARKER: DB = BENCH MARK DISK
 PE1237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1237_STAMPING: C 45 1935
 PE1237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1237+STABILITY: SURFACE MOTION
 PE1237
 PE1237  HISTORY     - Date     Condition        Report By
 PE1237  HISTORY     - 1935     MONUMENTED       CGS
 PE1237
 PE1237                          STATION DESCRIPTION
 PE1237
 PE1237'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE1237'1.2 MI NE FROM WHITEFIELD.
 PE1237'1.2 MILES NORTHEAST ALONG STATE HIGHWAY 218 FROM THE KINGS
 PE1237'MILL SCHOOL AT WHITEFIELD, LINCOLN COUNTY, 71 YARDS NORTHEAST OF
 PE1237'THE NORTHEAST SIDE OF THE CARLETON SCHOOL, 3 POLES NORTHEAST
 PE1237'OF THE CENTER OF A GRADED-ROAD CROSSING, 29 FEET EAST OF THE
 PE1237'EAST CORNER OF A FARMHOUSE, 24 FEET NORTHWEST OF THE CENTERLINE
 PE1237'OF THE HIGHWAY, AND 5 FEET NORTHEAST OF A POLE.  A STANDARD
 PE1237'DISK, STAMPED C 45 1935 AND SET IN THE TOP OF A CONCRETE POST
 PE1237'PROJECTING 1/2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1263 ***********************************************************************
 PE1263  DESIGNATION -  C 46
 PE1263  PID         -  PE1263
 PE1263  STATE/COUNTY-  ME/KENNEBEC
 PE1263  USGS QUAD   -  CHINA LAKE (1983)
 PE1263
 PE1263                         *CURRENT SURVEY CONTROL
 PE1263  ___________________________________________________________________
 PE1263* NAD 83(1986)-  44 24 43.     (N)    069 33 32.     (W)     SCALED    
 PE1263* NAVD 88     -        82.750  (meters)     271.49   (feet)  ADJUSTED  
 PE1263  ___________________________________________________________________
 PE1263  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 PE1263  DYNAMIC HT  -          82.743 (meters)     271.47  (feet)  COMP
 PE1263  MODELED GRAV-     980,539.9   (mgal)                       NAVD 88
 PE1263
 PE1263  VERT ORDER  -  SECOND    CLASS 0
 PE1263
 PE1263.The horizontal coordinates were scaled from a topographic map and have
 PE1263.an estimated accuracy of +/- 6 seconds.
 PE1263
 PE1263.The orthometric height was determined by differential leveling
 PE1263.and adjusted by the National Geodetic Survey in June 1991..
 PE1263
 PE1263.The geoid height was determined by GEOID03.
 PE1263
 PE1263.The dynamic height is computed by dividing the NAVD 88
 PE1263.geopotential number by the normal gravity value computed on the
 PE1263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1263.degrees latitude (g = 980.6199 gals.).
 PE1263
 PE1263.The modeled gravity was interpolated from observed gravity values.
 PE1263
 PE1263;                    North         East    Units  Estimated Accuracy
 PE1263;SPC ME W     -   175,570.      948,410.      MT  (+/- 180 meters Scaled)
 PE1263
 PE1263                          SUPERSEDED SURVEY CONTROL
 PE1263
 PE1263  NGVD 29 (??/??/92)   82.963  (m)          272.19   (f) ADJ UNCH    2 0
 PE1263
 PE1263.Superseded values are not recommended for survey control.
 PE1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1263.See file dsdata.txt to determine how the superseded data were derived.
 PE1263
 PE1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK555177(NAD 83)
 PE1263_MARKER: DB = BENCH MARK DISK
 PE1263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1263_STAMPING: C 46 1935
 PE1263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1263+STABILITY: SURFACE MOTION
 PE1263
 PE1263  HISTORY     - Date     Condition        Report By
 PE1263  HISTORY     - 1935     MONUMENTED       CGS
 PE1263  HISTORY     - 1974     GOOD             NGS
 PE1263  HISTORY     - 1979     MARK NOT FOUND   USGS
 PE1263
 PE1263                          STATION DESCRIPTION
 PE1263
 PE1263'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE1263'1.3 MI NE FROM SOUTH CHINA.
 PE1263'1.3 MILES NORTHEAST ALONG STATE HIGHWAY 9 FROM THE JUNCTION
 PE1263'WITH STATE HIGHWAY 3 AT SOUTH CHINA, KENNEBEC COUNTY, 200 YARDS
 PE1263'NORTH OF A LARGE HOUSE, 150 YARDS SOUTHWEST OF A CONCRETE CULVERT,
 PE1263'80 YARDS EAST OF THE CENTERLINE OF A HIGHWAY, AT THE NORTHEAST
 PE1263'SLOPE OF A HILL, 33 FEET SOUTHEAST OF THE CENTERLINE OF THE
 PE1263'HIGHWAY, 29 FEET WEST OF THE NORTH CORNER OF THE OLD ROCK
 PE1263'FOUNDATION OF A FARMHOUSE, AND 16 FEET NORTH OF A TREE.  A
 PE1263'STANDARD DISK, STAMPED C 46 1935 AND SET IN THE TOP OF A CONCRETE
 PE1263'POST PROJECTING 1/2 FOOT ABOVE GROUND.
 PE1263
 PE1263                          STATION RECOVERY (1974)
 PE1263
 PE1263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 PE1263'RECOVERED IN GOOD CONDITION.
 PE1263
 PE1263                          STATION RECOVERY (1979)
 PE1263
 PE1263'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PE1263'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0159 ***********************************************************************
 PF0159  DESIGNATION -  C 4=648
 PF0159  PID         -  PF0159
 PF0159  STATE/COUNTY-  ME/OXFORD
 PF0159  USGS QUAD   -  BETHEL (1970)
 PF0159
 PF0159                         *CURRENT SURVEY CONTROL
 PF0159  ___________________________________________________________________
 PF0159* NAD 83(1986)-  44 24 58.     (N)    070 47 48.     (W)     SCALED    
 PF0159* NAVD 88     -       197.269  (meters)     647.21   (feet)  ADJUSTED  
 PF0159  ___________________________________________________________________
 PF0159  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 PF0159  DYNAMIC HT  -         197.243 (meters)     647.12  (feet)  COMP
 PF0159  MODELED GRAV-     980,483.7   (mgal)                       NAVD 88
 PF0159
 PF0159  VERT ORDER  -  FIRST     CLASS II
 PF0159
 PF0159.The horizontal coordinates were scaled from a topographic map and have
 PF0159.an estimated accuracy of +/- 6 seconds.
 PF0159
 PF0159.The orthometric height was determined by differential leveling
 PF0159.and adjusted by the National Geodetic Survey in June 1991..
 PF0159
 PF0159.The geoid height was determined by GEOID03.
 PF0159
 PF0159.The dynamic height is computed by dividing the NAVD 88
 PF0159.geopotential number by the normal gravity value computed on the
 PF0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0159.degrees latitude (g = 980.6199 gals.).
 PF0159
 PF0159.The modeled gravity was interpolated from observed gravity values.
 PF0159
 PF0159;                    North         East    Units  Estimated Accuracy
 PF0159;SPC ME W     -   176,040.      849,830.      MT  (+/- 180 meters Scaled)
 PF0159
 PF0159                          SUPERSEDED SURVEY CONTROL
 PF0159
 PF0159  NGVD 29 (??/??/92)  197.429  (m)          647.73   (f) ADJ UNCH    1 2
 PF0159
 PF0159.Superseded values are not recommended for survey control.
 PF0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0159.See file dsdata.txt to determine how the superseded data were derived.
 PF0159
 PF0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK569196(NAD 83)
 PF0159_MARKER: Z = SEE DESCRIPTION
 PF0159_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PF0159_SP_SET: ABUTMENT
 PF0159_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0159
 PF0159  HISTORY     - Date     Condition        Report By
 PF0159  HISTORY     - UNK      MONUMENTED       USGS
 PF0159  HISTORY     - 1934     GOOD             NGS
 PF0159
 PF0159                          STATION DESCRIPTION
 PF0159
 PF0159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PF0159'0.5 MI N FROM BETHEL.
 PF0159'0.5 MILE NORTH ALONG U.S. HIGHWAY 2 AND STATE HIGHWAY 26 FROM
 PF0159'BETHEL, OXFORD COUNTY, AT THE HIGHWAY BRIDGE OVER ANDROSCOGGIN
 PF0159'RIVER, AND IN THE TOP OF THE WEST END OF THE SOUTH ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0887 ***********************************************************************
 PF0887  DESIGNATION -  C 4=648 USGS RESET 1966
 PF0887  PID         -  PF0887
 PF0887  STATE/COUNTY-  ME/OXFORD
 PF0887  USGS QUAD   -  BETHEL (1970)
 PF0887
 PF0887                         *CURRENT SURVEY CONTROL
 PF0887  ___________________________________________________________________
 PF0887* NAD 83(1986)-  44 24 58.     (N)    070 47 48.     (W)     SCALED    
 PF0887* NAVD 88     -       201.122  (meters)     659.85   (feet)  ADJUSTED  
 PF0887  ___________________________________________________________________
 PF0887  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 PF0887  DYNAMIC HT  -         201.096 (meters)     659.76  (feet)  COMP
 PF0887  MODELED GRAV-     980,483.7   (mgal)                       NAVD 88
 PF0887
 PF0887  VERT ORDER  -  FIRST     CLASS II
 PF0887
 PF0887.The horizontal coordinates were scaled from a topographic map and have
 PF0887.an estimated accuracy of +/- 6 seconds.
 PF0887
 PF0887.The orthometric height was determined by differential leveling
 PF0887.and adjusted by the National Geodetic Survey in June 1991..
 PF0887
 PF0887.The geoid height was determined by GEOID03.
 PF0887
 PF0887.The dynamic height is computed by dividing the NAVD 88
 PF0887.geopotential number by the normal gravity value computed on the
 PF0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0887.degrees latitude (g = 980.6199 gals.).
 PF0887
 PF0887.The modeled gravity was interpolated from observed gravity values.
 PF0887
 PF0887;                    North         East    Units  Estimated Accuracy
 PF0887;SPC ME W     -   176,040.      849,830.      MT  (+/- 180 meters Scaled)
 PF0887
 PF0887                          SUPERSEDED SURVEY CONTROL
 PF0887
 PF0887.No superseded survey control is available for this station.
 PF0887
 PF0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK569196(NAD 83)
 PF0887_MARKER: DB = BENCH MARK DISK
 PF0887_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PF0887_SP_SET: BRIDGE ABUTMENT
 PF0887_STAMPING: 648 1908 RESET 1966
 PF0887_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0887
 PF0887  HISTORY     - Date     Condition        Report By
 PF0887  HISTORY     - 1966     MONUMENTED       USGS
 PF0887  HISTORY     - 1978     GOOD             NGS
 PF0887  HISTORY     - 20050528 POOR             GEOCAC
 PF0887
 PF0887                          STATION DESCRIPTION
 PF0887
 PF0887'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PF0887'0.4 MI NORTH FROM BETHEL.
 PF0887'0.4 MILE NORTH ALONG U.S. HIGHWAY 2 FROM THE BRIDGE OVER THE CANADIAN
 PF0887'NATIONAL RAILROAD AT BETHEL, IN THE TOP OF THE EAST END OF THE SOUTH
 PF0887'ABUTMENT OF THE CONCRETE BRIDGE OVER ANDROSCOGGIN RIVER, 17.3 FT. EAST
 PF0887'OF THE CENTER LINE OF THE HIGHWAY.
 PF0887
 PF0887                          STATION RECOVERY (2005)
 PF0887
 PF0887'RECOVERY NOTE BY GEOCACHING 2005 (JKS)
 PF0887'C4 = 648 1908 USGS RESET 1966, FOUND AT THE DESCRIBED LOCATION IN POOR
 PF0887'CONDITION. HEAVY MARRING. JKS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0913 ***********************************************************************
 PE0913  DESIGNATION -  C 47
 PE0913  PID         -  PE0913
 PE0913  STATE/COUNTY-  ME/LINCOLN
 PE0913  USGS QUAD   -  JEFFERSON (1979)
 PE0913
 PE0913                         *CURRENT SURVEY CONTROL
 PE0913  ___________________________________________________________________
 PE0913* NAD 83(1986)-  44 11 56.     (N)    069 22 52.     (W)     SCALED    
 PE0913* NAVD 88     -        61.113  (meters)     200.50   (feet)  ADJUSTED  
 PE0913  ___________________________________________________________________
 PE0913  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 PE0913  DYNAMIC HT  -          61.107 (meters)     200.48  (feet)  COMP
 PE0913  MODELED GRAV-     980,522.2   (mgal)                       NAVD 88
 PE0913
 PE0913  VERT ORDER  -  SECOND    CLASS 0
 PE0913
 PE0913.The horizontal coordinates were scaled from a topographic map and have
 PE0913.an estimated accuracy of +/- 6 seconds.
 PE0913
 PE0913.The orthometric height was determined by differential leveling
 PE0913.and adjusted by the National Geodetic Survey in June 1991..
 PE0913
 PE0913.The geoid height was determined by GEOID03.
 PE0913
 PE0913.The dynamic height is computed by dividing the NAVD 88
 PE0913.geopotential number by the normal gravity value computed on the
 PE0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0913.degrees latitude (g = 980.6199 gals.).
 PE0913
 PE0913.The modeled gravity was interpolated from observed gravity values.
 PE0913
 PE0913;                    North         East    Units  Estimated Accuracy
 PE0913;SPC ME W     -   152,010.      962,790.      MT  (+/- 180 meters Scaled)
 PE0913
 PE0913                          SUPERSEDED SURVEY CONTROL
 PE0913
 PE0913  NGVD 29 (??/??/92)   61.326  (m)          201.20   (f) ADJ UNCH    2 0
 PE0913
 PE0913.Superseded values are not recommended for survey control.
 PE0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0913.See file dsdata.txt to determine how the superseded data were derived.
 PE0913
 PE0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ695940(NAD 83)
 PE0913_MARKER: DB = BENCH MARK DISK
 PE0913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0913_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0913_STAMPING: C 47 1935
 PE0913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0913+STABILITY: SURFACE MOTION
 PE0913
 PE0913  HISTORY     - Date     Condition        Report By
 PE0913  HISTORY     - 1935     MONUMENTED       CGS
 PE0913
 PE0913                          STATION DESCRIPTION
 PE0913
 PE0913'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE0913'1 MI N FROM NORTH WALDOBORO.
 PE0913'1.0 MILE NORTH ALONG STATE HIGHWAY 220 FROM THE POST OFFICE AT
 PE0913'NORTH WALDOBORO, LINCOLN COUNTY, 0.6 MILE SOUTH OF THE
 PE0913'WALDOBORO-WASHINGTON TOWN LINE, AT THE NORTH SLOPE OF A STEEP
 PE0913'HILL, 87 FEET NORTH OF THE CENTERLINE OF A DRIVE LEADING TO A
 PE0913'FARMHOUSE, 32 FEET NORTH OF A TREE AT THE SOUTHWEST CORNER OF A
 PE0913'GARDEN, 23 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 2
 PE0913'FEET WEST OF A STONE WALL.  A STANDARD DISK, STAMPED C 47 1935
 PE0913'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1/2 FOOT ABOVE
 PE0913'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0941 ***********************************************************************
 PE0941  DESIGNATION -  C 48
 PE0941  PID         -  PE0941
 PE0941  STATE/COUNTY-  ME/WALDO
 PE0941  USGS QUAD   -  LIBERTY (1979)
 PE0941
 PE0941                         *CURRENT SURVEY CONTROL
 PE0941  ___________________________________________________________________
 PE0941* NAD 83(1986)-  44 27 53.     (N)    069 15 35.     (W)     SCALED    
 PE0941* NAVD 88     -       158.179  (meters)     518.96   (feet)  ADJUSTED  
 PE0941  ___________________________________________________________________
 PE0941  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 PE0941  DYNAMIC HT  -         158.163 (meters)     518.91  (feet)  COMP
 PE0941  MODELED GRAV-     980,519.5   (mgal)                       NAVD 88
 PE0941
 PE0941  VERT ORDER  -  SECOND    CLASS 0
 PE0941
 PE0941.The horizontal coordinates were scaled from a topographic map and have
 PE0941.an estimated accuracy of +/- 6 seconds.
 PE0941
 PE0941.The orthometric height was determined by differential leveling
 PE0941.and adjusted by the National Geodetic Survey in June 1991..
 PE0941
 PE0941.The geoid height was determined by GEOID03.
 PE0941
 PE0941.The dynamic height is computed by dividing the NAVD 88
 PE0941.geopotential number by the normal gravity value computed on the
 PE0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0941.degrees latitude (g = 980.6199 gals.).
 PE0941
 PE0941.The modeled gravity was interpolated from observed gravity values.
 PE0941
 PE0941;                    North         East    Units  Estimated Accuracy
 PE0941;SPC ME E     -    88,950.      239,550.      MT  (+/- 180 meters Scaled)
 PE0941
 PE0941                          SUPERSEDED SURVEY CONTROL
 PE0941
 PE0941  NGVD 29 (??/??/92)  158.388  (m)          519.64   (f) ADJ UNCH    2 0
 PE0941
 PE0941.Superseded values are not recommended for survey control.
 PE0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0941.See file dsdata.txt to determine how the superseded data were derived.
 PE0941
 PE0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK793235(NAD 83)
 PE0941_MARKER: DB = BENCH MARK DISK
 PE0941_SETTING: 66 = SET IN ROCK OUTCROP
 PE0941_SP_SET: ROCK OUTCROP
 PE0941_STAMPING: C 48 1935
 PE0941_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0941+STABILITY: POSITION/ELEVATION WELL
 PE0941
 PE0941  HISTORY     - Date     Condition        Report By
 PE0941  HISTORY     - 1935     MONUMENTED       CGS
 PE0941
 PE0941                          STATION DESCRIPTION
 PE0941
 PE0941'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE0941'3.2 MI S FROM HALLDALE.
 PE0941'3.2 MILES SOUTH ALONG STATE HIGHWAY 220 FROM HALLDALE, WALDO
 PE0941'COUNTY, 0.5 MILE NORTH OF BEANS CORNER, 57 FEET EAST OF THE
 PE0941'CENTERLINE OF THE HIGHWAY, 47 FEET EAST OF A BRIDGE OVER A
 PE0941'STREAM, 18 FEET NORTH OF A STREAM, AND IN THE TOP OF A ROCK
 PE0941'OUTCROP.  A STANDARD DISK, STAMPED C 48 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0965 ***********************************************************************
 PE0965  DESIGNATION -  C 49
 PE0965  PID         -  PE0965
 PE0965  STATE/COUNTY-  ME/KNOX
 PE0965  USGS QUAD   -  SEARSMONT (1988)
 PE0965
 PE0965                         *CURRENT SURVEY CONTROL
 PE0965  ___________________________________________________________________
 PE0965* NAD 83(1986)-  44 17 55.     (N)    069 14 28.     (W)     SCALED    
 PE0965* NAVD 88     -        55.832  (meters)     183.18   (feet)  ADJUSTED  
 PE0965  ___________________________________________________________________
 PE0965  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 PE0965  DYNAMIC HT  -          55.827 (meters)     183.16  (feet)  COMP
 PE0965  MODELED GRAV-     980,526.0   (mgal)                       NAVD 88
 PE0965
 PE0965  VERT ORDER  -  SECOND    CLASS 0
 PE0965
 PE0965.The horizontal coordinates were scaled from a topographic map and have
 PE0965.an estimated accuracy of +/- 6 seconds.
 PE0965
 PE0965.The orthometric height was determined by differential leveling
 PE0965.and adjusted by the National Geodetic Survey in June 1991..
 PE0965
 PE0965.The geoid height was determined by GEOID03.
 PE0965
 PE0965.The dynamic height is computed by dividing the NAVD 88
 PE0965.geopotential number by the normal gravity value computed on the
 PE0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0965.degrees latitude (g = 980.6199 gals.).
 PE0965
 PE0965.The modeled gravity was interpolated from observed gravity values.
 PE0965
 PE0965;                    North         East    Units  Estimated Accuracy
 PE0965;SPC ME E     -    70,480.      240,860.      MT  (+/- 180 meters Scaled)
 PE0965
 PE0965                          SUPERSEDED SURVEY CONTROL
 PE0965
 PE0965  NGVD 29 (??/??/92)   56.045  (m)          183.87   (f) ADJ UNCH    2 0
 PE0965
 PE0965.Superseded values are not recommended for survey control.
 PE0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0965.See file dsdata.txt to determine how the superseded data were derived.
 PE0965
 PE0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK807050(NAD 83)
 PE0965_MARKER: DB = BENCH MARK DISK
 PE0965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0965_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0965_STAMPING: C 49 1935
 PE0965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0965+STABILITY: SURFACE MOTION
 PE0965
 PE0965  HISTORY     - Date     Condition        Report By
 PE0965  HISTORY     - 1935     MONUMENTED       CGS
 PE0965
 PE0965                          STATION DESCRIPTION
 PE0965
 PE0965'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE0965'0.9 MI NE FROM APPLETON.
 PE0965'0.9 MILE NORTHEAST ALONG STATE HIGHWAY 131 FROM THE JUNCTION OF
 PE0965'STATE HIGHWAY 105 AT APPLETON, KNOX COUNTY, 80 YARDS
 PE0965'SOUTHWEST OF A SAND PIT, 71 YARDS WEST OF A STONE BRIDGE OVER A
 PE0965'SMALL DITCH, AT THE NORTHEAST SLOPE OF A HILL, 17 FEET
 PE0965'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 9 FEET WEST OF
 PE0965'THE STONE FENCE.  A STANDARD DISK, STAMPED C 49 1935 AND SET IN
 PE0965'THE TOP OF A CONCRETE POST PROJECTING 1/2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0099 ***********************************************************************
 PE0099  DESIGNATION -  C 5
 PE0099  PID         -  PE0099
 PE0099  STATE/COUNTY-  ME/HANCOCK
 PE0099  USGS QUAD   -  SULLIVAN (1982)
 PE0099
 PE0099                         *CURRENT SURVEY CONTROL
 PE0099  ___________________________________________________________________
 PE0099* NAD 83(1986)-  44 31 07.     (N)    068 07 59.     (W)     SCALED    
 PE0099* NAVD 88     -        57.184  (meters)     187.61   (feet)  ADJUSTED  
 PE0099  ___________________________________________________________________
 PE0099  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 PE0099  DYNAMIC HT  -          57.181 (meters)     187.60  (feet)  COMP
 PE0099  MODELED GRAV-     980,562.0   (mgal)                       NAVD 88
 PE0099
 PE0099  VERT ORDER  -  SECOND    CLASS 0
 PE0099
 PE0099.The horizontal coordinates were scaled from a topographic map and have
 PE0099.an estimated accuracy of +/- 6 seconds.
 PE0099
 PE0099.The orthometric height was determined by differential leveling
 PE0099.and adjusted by the National Geodetic Survey in June 1991..
 PE0099
 PE0099.The geoid height was determined by GEOID03.
 PE0099
 PE0099.The dynamic height is computed by dividing the NAVD 88
 PE0099.geopotential number by the normal gravity value computed on the
 PE0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0099.degrees latitude (g = 980.6199 gals.).
 PE0099
 PE0099.The modeled gravity was interpolated from observed gravity values.
 PE0099
 PE0099;                    North         East    Units  Estimated Accuracy
 PE0099;SPC ME E     -    94,720.      329,170.      MT  (+/- 180 meters Scaled)
 PE0099
 PE0099                          SUPERSEDED SURVEY CONTROL
 PE0099
 PE0099  NGVD 29 (??/??/92)   57.389  (m)          188.28   (f) ADJ UNCH    2 0
 PE0099
 PE0099.Superseded values are not recommended for survey control.
 PE0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0099.See file dsdata.txt to determine how the superseded data were derived.
 PE0099
 PE0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK688298(NAD 83)
 PE0099_MARKER: DB = BENCH MARK DISK
 PE0099_SETTING: 66 = SET IN ROCK OUTCROP
 PE0099_SP_SET: ROCK OUTCROP
 PE0099_STAMPING: 188 C 5 1930
 PE0099_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0099+STABILITY: POSITION/ELEVATION WELL
 PE0099
 PE0099  HISTORY     - Date     Condition        Report By
 PE0099  HISTORY     - 1930     MONUMENTED       USGS
 PE0099  HISTORY     - 1966     GOOD             NGS
 PE0099
 PE0099                          STATION DESCRIPTION
 PE0099
 PE0099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0099'1.7 MI N FROM EAST SULLIVAN.
 PE0099'ABOUT 1.7 MILES NORTH ALONG STATE HIGHWAY 183 FROM THE JUNCTION
 PE0099'OF U.S. HIGHWAY 1 AT EAST SULLIVAN, ABOUT 0.7 MILE NORTHEAST OF
 PE0099'THE JUNCTION OF A BLACK TOPPED ROAD LEADING NORTHWEST, ON THE
 PE0099'OUTSIDE OF A CURVE, SET ON THE TOP OF A ROCK OUTCROP WHICH IS
 PE0099'60 FEET LONG, 25 FEET WIDE AND PART OF A LARGE MASS OF BEDROCK
 PE0099'WHICH IS 150 YARDS LONG, 33 FEET SOUTHEAST OF THE CENTER LINE
 PE0099'OF THE HIGHWAY, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0051 ***********************************************************************
 OC0051  DESIGNATION -  C 5
 OC0051  PID         -  OC0051
 OC0051  STATE/COUNTY-  ME/CUMBERLAND
 OC0051  USGS QUAD   -  NORTH POWNAL (1979)
 OC0051
 OC0051                         *CURRENT SURVEY CONTROL
 OC0051  ___________________________________________________________________
 OC0051* NAD 83(1986)-  43 54 03.     (N)    070 14 12.     (W)     SCALED    
 OC0051* NAVD 88     -        45.751  (meters)     150.10   (feet)  ADJUSTED  
 OC0051  ___________________________________________________________________
 OC0051  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 OC0051  DYNAMIC HT  -          45.745 (meters)     150.08  (feet)  COMP
 OC0051  MODELED GRAV-     980,500.2   (mgal)                       NAVD 88
 OC0051
 OC0051  VERT ORDER  -  FIRST     CLASS I
 OC0051
 OC0051.The horizontal coordinates were scaled from a topographic map and have
 OC0051.an estimated accuracy of +/- 6 seconds.
 OC0051
 OC0051.The orthometric height was determined by differential leveling
 OC0051.and adjusted by the National Geodetic Survey in June 1991..
 OC0051
 OC0051.The geoid height was determined by GEOID03.
 OC0051
 OC0051.The dynamic height is computed by dividing the NAVD 88
 OC0051.geopotential number by the normal gravity value computed on the
 OC0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0051.degrees latitude (g = 980.6199 gals.).
 OC0051
 OC0051.The modeled gravity was interpolated from observed gravity values.
 OC0051
 OC0051;                    North         East    Units  Estimated Accuracy
 OC0051;SPC ME W     -   118,600.      894,380.      MT  (+/- 180 meters Scaled)
 OC0051
 OC0051                          SUPERSEDED SURVEY CONTROL
 OC0051
 OC0051  NGVD 29 (??/??/92)   45.946  (m)          150.74   (f) ADJ UNCH    1 1
 OC0051
 OC0051.Superseded values are not recommended for survey control.
 OC0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0051.See file dsdata.txt to determine how the superseded data were derived.
 OC0051
 OC0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ006616(NAD 83)
 OC0051_MARKER: DB = BENCH MARK DISK
 OC0051_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC0051_SP_SET: OVERPASS
 OC0051_STAMPING: C 5 ELEV 150.741 FT 1922
 OC0051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC0051
 OC0051  HISTORY     - Date     Condition        Report By
 OC0051  HISTORY     - 1922     MONUMENTED       CGS
 OC0051  HISTORY     - 1966     GOOD             NGS
 OC0051  HISTORY     - 1978     GOOD             DOD
 OC0051  HISTORY     - 20050620 GOOD             GEOCAC
 OC0051
 OC0051                          STATION DESCRIPTION
 OC0051
 OC0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 OC0051'3.2 MI N FROM DUNNS.
 OC0051'ABOUT 3.15 MILES NORTH ALONG THE CANADIAN NATIONAL RAILWAY
 OC0051'FROM THE CROSSING OF STATE HIGHWAY 9 AT DUNNS, AT THE SMALL
 OC0051'VILLAGE OF WEST POWNAL, NEAR MILEAGE POST 18.6, 176 YARDS
 OC0051'NORTH OF POST OFFICE, IN THE TOP OF THE NORTH END OF THE EAST
 OC0051'WING WALL FOR OVERPASS OVER A BLACK TOPPED ROAD, 19.2 FEET
 OC0051'EAST OF THE EAST RAIL, 27.5 FEET NORTH OF THE NORTH SIDE OF THE
 OC0051'OVERPASS, AND ABOUT LEVEL WITH THE TRACK.  NOTE-- THE STRUCTURE
 OC0051'SHOWS SIGNS OF CRACKING.  A NEW MARK HAS BEEN SET NEARBY, U 163
 OC0051'1966, DESCRIBED.
 OC0051
 OC0051                          STATION RECOVERY (1978)
 OC0051
 OC0051'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 OC0051'RECOVERED IN GOOD CONDITION.
 OC0051
 OC0051                          STATION RECOVERY (2005)
 OC0051
 OC0051'RECOVERY NOTE BY GEOCACHING 2005 (JKS)
 OC0051'RECOVERED IN GOOD CONDITION AT THE DESCRIBED LOCATION. SUBMITTED BY
 OC0051'J.K. SNYDER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0008 ***********************************************************************
 RG0008  DESIGNATION -  C 5
 RG0008  PID         -  RG0008
 RG0008  STATE/COUNTY-  ME/SOMERSET
 RG0008  USGS QUAD   -  DAAQUAM (1987)
 RG0008
 RG0008                         *CURRENT SURVEY CONTROL
 RG0008  ___________________________________________________________________
 RG0008* NAD 83(1986)-  46 33 18.     (N)    070 05 38.     (W)     SCALED    
 RG0008* NAVD 88     -       351.853  (meters)    1154.37   (feet)  ADJUSTED  
 RG0008  ___________________________________________________________________
 RG0008  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 RG0008  DYNAMIC HT  -         351.862 (meters)    1154.40  (feet)  COMP
 RG0008  MODELED GRAV-     980,627.6   (mgal)                       NAVD 88
 RG0008
 RG0008  VERT ORDER  -  FIRST     CLASS II
 RG0008
 RG0008.The horizontal coordinates were scaled from a topographic map and have
 RG0008.an estimated accuracy of +/- 6 seconds.
 RG0008
 RG0008.The orthometric height was determined by differential leveling
 RG0008.and adjusted by the National Geodetic Survey in June 1991..
 RG0008
 RG0008.The geoid height was determined by GEOID03.
 RG0008
 RG0008.The dynamic height is computed by dividing the NAVD 88
 RG0008.geopotential number by the normal gravity value computed on the
 RG0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RG0008.degrees latitude (g = 980.6199 gals.).
 RG0008
 RG0008.The modeled gravity was interpolated from observed gravity values.
 RG0008
 RG0008;                    North         East    Units  Estimated Accuracy
 RG0008;SPC ME W     -   413,560.      905,580.      MT  (+/- 180 meters Scaled)
 RG0008
 RG0008                          SUPERSEDED SURVEY CONTROL
 RG0008
 RG0008  NGVD 29 (??/??/92)  352.025  (m)         1154.94   (f) ADJ UNCH    1 2
 RG0008
 RG0008.Superseded values are not recommended for survey control.
 RG0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0008.See file dsdata.txt to determine how the superseded data were derived.
 RG0008
 RG0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM161562(NAD 83)
 RG0008_MARKER: DB = BENCH MARK DISK
 RG0008_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RG0008_SP_SET: ABUTMENT
 RG0008_STAMPING: C 5 1953
 RG0008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RG0008
 RG0008  HISTORY     - Date     Condition        Report By
 RG0008  HISTORY     - 1953     MONUMENTED       CGS
 RG0008
 RG0008                          STATION DESCRIPTION
 RG0008
 RG0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RG0008'0.6 MI SW FROM STE JUSTE.
 RG0008'0.55 MILE SOUTHWEST ALONG THE QUEBEC CENTRAL RAILWAY FROM THE
 RG0008'STATION AT STE JUSET, IN THE TOP OF THE NORTHWEST END OF THE
 RG0008'SOUTHWEST ABUTMENT OF A RAILWAY BRIDGE OVER A SMALL STREAM, 4.7
 RG0008'FEET NORTHWEST OF NORTHWEST RAIL AND ABOUT 1 FOOT BELOW LEVEL
 RG0008'OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0213 ***********************************************************************
 QG0213  DESIGNATION -  C 5
 QG0213  PID         -  QG0213
 QG0213  STATE/COUNTY-  ME/PENOBSCOT
 QG0213  USGS QUAD   -  SPRINGFIELD (1988)
 QG0213
 QG0213                         *CURRENT SURVEY CONTROL
 QG0213  ___________________________________________________________________
 QG0213* NAD 83(1986)-  45 23 28.     (N)    068 10 36.     (W)     SCALED    
 QG0213* NAVD 88     -       138.394  (meters)     454.05   (feet)  ADJUSTED  
 QG0213  ___________________________________________________________________
 QG0213  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 QG0213  DYNAMIC HT  -         138.394 (meters)     454.05  (feet)  COMP
 QG0213  MODELED GRAV-     980,611.5   (mgal)                       NAVD 88
 QG0213
 QG0213  VERT ORDER  -  SECOND    CLASS 0
 QG0213
 QG0213.The horizontal coordinates were scaled from a topographic map and have
 QG0213.an estimated accuracy of +/- 6 seconds.
 QG0213
 QG0213.The orthometric height was determined by differential leveling
 QG0213.and adjusted by the National Geodetic Survey in June 1991..
 QG0213
 QG0213.The geoid height was determined by GEOID03.
 QG0213
 QG0213.The dynamic height is computed by dividing the NAVD 88
 QG0213.geopotential number by the normal gravity value computed on the
 QG0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0213.degrees latitude (g = 980.6199 gals.).
 QG0213
 QG0213.The modeled gravity was interpolated from observed gravity values.
 QG0213
 QG0213;                    North         East    Units  Estimated Accuracy
 QG0213;SPC ME E     -   191,660.      325,320.      MT  (+/- 180 meters Scaled)
 QG0213
 QG0213                          SUPERSEDED SURVEY CONTROL
 QG0213
 QG0213  NGVD 29 (??/??/92)  138.596  (m)          454.71   (f) ADJ UNCH    2 0
 QG0213
 QG0213.Superseded values are not recommended for survey control.
 QG0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0213.See file dsdata.txt to determine how the superseded data were derived.
 QG0213
 QG0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL644267(NAD 83)
 QG0213_MARKER: DD = SURVEY DISK
 QG0213_SETTING: 80 = SET IN A BOULDER
 QG0213_SP_SET: BOULDER
 QG0213_STAMPING: C 5 1931
 QG0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0213+STABILITY: SURFACE MOTION
 QG0213
 QG0213  HISTORY     - Date     Condition        Report By
 QG0213  HISTORY     - 1931     MONUMENTED       USGS
 QG0213  HISTORY     - 1935     GOOD             NGS
 QG0213  HISTORY     - 1942     GOOD             NGS
 QG0213
 QG0213                          STATION DESCRIPTION
 QG0213
 QG0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QG0213'2.1 MI W FROM SPRINGFIELD.
 QG0213'2.1 MILES WEST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE AT
 QG0213'SPRINGFIELD, PENOBSCOT COUNTY, 300 FEET WEST OF THE CENTER OF THE
 QG0213'JUNCTION OF A ROAD LEADING NORTH, 75 FEET NORTH OF THE CENTER LINE
 QG0213'OF THE HIGHWAY, 17 FEET NORTHEAST OF A 1-1/2-STORY SHINGLED
 QG0213'FARMHOUSE, IN THE TOP OF A LARGE BOULDER, AND ABOUT 4 FEET HIGHER
 QG0213'THAN THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 QG0213'DISK, STAMPED C 5 1931.
 QG0213
 QG0213                          STATION RECOVERY (1942)
 QG0213
 QG0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 QG0213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0994 ***********************************************************************
 PE0994  DESIGNATION -  C 50
 PE0994  PID         -  PE0994
 PE0994  STATE/COUNTY-  ME/WALDO
 PE0994  USGS QUAD   -  BELFAST (1979)
 PE0994
 PE0994                         *CURRENT SURVEY CONTROL
 PE0994  ___________________________________________________________________
 PE0994* NAD 83(1986)-  44 23 56.     (N)    069 07 24.     (W)     SCALED    
 PE0994* NAVD 88     -       129.383  (meters)     424.48   (feet)  ADJUSTED  
 PE0994  ___________________________________________________________________
 PE0994  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 PE0994  DYNAMIC HT  -         129.373 (meters)     424.45  (feet)  COMP
 PE0994  MODELED GRAV-     980,536.4   (mgal)                       NAVD 88
 PE0994
 PE0994  VERT ORDER  -  SECOND    CLASS 0
 PE0994
 PE0994.The horizontal coordinates were scaled from a topographic map and have
 PE0994.an estimated accuracy of +/- 6 seconds.
 PE0994
 PE0994.The orthometric height was determined by differential leveling
 PE0994.and adjusted by the National Geodetic Survey in June 1991..
 PE0994
 PE0994.The geoid height was determined by GEOID03.
 PE0994
 PE0994.The dynamic height is computed by dividing the NAVD 88
 PE0994.geopotential number by the normal gravity value computed on the
 PE0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0994.degrees latitude (g = 980.6199 gals.).
 PE0994
 PE0994.The modeled gravity was interpolated from observed gravity values.
 PE0994
 PE0994;                    North         East    Units  Estimated Accuracy
 PE0994;SPC ME E     -    81,540.      250,350.      MT  (+/- 180 meters Scaled)
 PE0994
 PE0994                          SUPERSEDED SURVEY CONTROL
 PE0994
 PE0994  NGVD 29 (??/??/92)  129.608  (m)          425.22   (f) ADJ UNCH    2 0
 PE0994
 PE0994.Superseded values are not recommended for survey control.
 PE0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0994.See file dsdata.txt to determine how the superseded data were derived.
 PE0994
 PE0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK901161(NAD 83)
 PE0994_MARKER: DB = BENCH MARK DISK
 PE0994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0994_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0994_STAMPING: C 50 1935
 PE0994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0994+STABILITY: SURFACE MOTION
 PE0994
 PE0994  HISTORY     - Date     Condition        Report By
 PE0994  HISTORY     - 1935     MONUMENTED       CGS
 PE0994  HISTORY     - 1944     GOOD             NGS
 PE0994  HISTORY     - 1978     GOOD             DOD
 PE0994
 PE0994                          STATION DESCRIPTION
 PE0994
 PE0994'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE0994'0.5 MI E FROM BELMONT.
 PE0994'0.5 MILE EAST ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF STATE
 PE0994'HIGHWAY 131 AT BELMONT, WALDO COUNTY, 94 FEET WEST OF THE
 PE0994'CENTERLINE OF A ROAD LEADING SOUTH, 33 FEET NORTH OF THE
 PE0994'CENTERLINE OF THE HIGHWAY, AND 4 FEET WEST OF THE EAST END OF AN
 PE0994'IRON FENCE AT THE SOUTH SIDE OF THE HILLSIDE CEMETERY.  A
 PE0994'STANDARD DISK, STAMPED C 50 1935 AND SET IN THE TOP OF A CONCRETE
 PE0994'POST PROJECTING 4 INCHES ABOVE GROUND.
 PE0994
 PE0994                          STATION RECOVERY (1944)
 PE0994
 PE0994'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 PE0994'RECOVERED IN GOOD CONDITION.
 PE0994
 PE0994                          STATION RECOVERY (1978)
 PE0994
 PE0994'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE0994'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1363 ***********************************************************************
 PE1363  DESIGNATION -  C 501
 PE1363  PID         -  PE1363
 PE1363  STATE/COUNTY-  ME/KENNEBEC
 PE1363  USGS QUAD   -  AUGUSTA (1991)
 PE1363
 PE1363                         *CURRENT SURVEY CONTROL
 PE1363  ___________________________________________________________________
 PE1363* NAD 83(1986)-  44 18 56.     (N)    069 48 21.     (W)     SCALED    
 PE1363* NAVD 88     -        92.297  (meters)     302.81   (feet)  ADJUSTED  
 PE1363  ___________________________________________________________________
 PE1363  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 PE1363  DYNAMIC HT  -          92.288 (meters)     302.78  (feet)  COMP
 PE1363  MODELED GRAV-     980,523.3   (mgal)                       NAVD 88
 PE1363
 PE1363  VERT ORDER  -  SECOND    CLASS I
 PE1363
 PE1363.The horizontal coordinates were scaled from a topographic map and have
 PE1363.an estimated accuracy of +/- 6 seconds.
 PE1363
 PE1363.The orthometric height was determined by differential leveling
 PE1363.and adjusted by the National Geodetic Survey in June 1991..
 PE1363
 PE1363.The geoid height was determined by GEOID03.
 PE1363
 PE1363.The dynamic height is computed by dividing the NAVD 88
 PE1363.geopotential number by the normal gravity value computed on the
 PE1363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1363.degrees latitude (g = 980.6199 gals.).
 PE1363
 PE1363.The modeled gravity was interpolated from observed gravity values.
 PE1363
 PE1363;                    North         East    Units  Estimated Accuracy
 PE1363;SPC ME W     -   164,740.      928,790.      MT  (+/- 180 meters Scaled)
 PE1363
 PE1363                          SUPERSEDED SURVEY CONTROL
 PE1363
 PE1363  NGVD 29 (??/??/92)   92.512  (m)          303.52   (f) ADJ UNCH    2 1
 PE1363
 PE1363.Superseded values are not recommended for survey control.
 PE1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1363.See file dsdata.txt to determine how the superseded data were derived.
 PE1363
 PE1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK357072(NAD 83)
 PE1363_MARKER: DD = SURVEY DISK
 PE1363_SETTING: 0 = UNSPECIFIED SETTING
 PE1363_STAMPING: C 501 1975
 PE1363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE1363
 PE1363  HISTORY     - Date     Condition        Report By
 PE1363  HISTORY     - 1975     MONUMENTED       MEDT
 PE1363  HISTORY     - 20021015 GOOD             USPSQD
 PE1363  HISTORY     - 20040730 GOOD             USPSQD
 PE1363  HISTORY     - 20060401 GOOD             USPSQD
 PE1363
 PE1363                          STATION DESCRIPTION
 PE1363
 PE1363'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 PE1363'AT AUGUSTA.
 PE1363'IN AUGUSTA, ABOUT 0.3 MILES EAST ALONG WESTERN AVENUE (U.S. ROUTE
 PE1363'202, STATE ROUTES 11, 100, 17) FROM THE I-95 OVERPASS, AT THE
 PE1363'SENATOR MOTEL AT THE CORNER OF WESTERN AVENUE AND STOREY STREET.
 PE1363'A DISK SET VERTICALLY 1.9 FEET SOUTH OF THE NORTHEAST CORNER ON
 PE1363'THE EAST FACE OF THE FOUNDATION OF THE SENATOR MOTEL, 60.7 FEET
 PE1363'NORTHWEST OF AND 4 FEET ABOVE THE CENTERLINE OF STOREY STREET
 PE1363'AND ABOUT 135 FEET SOUTH OF THE CENTERLINE OF WESTERN AVENUE
 PE1363'AND 0.7 FEET ABOVE THE PAVED PARKING AREA ADJACENT TO THE
 PE1363'FOUNDATION.
 PE1363
 PE1363                          STATION RECOVERY (2002)
 PE1363
 PE1363'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMW)
 PE1363'RECOVERED IN GOOD CONDITION.
 PE1363
 PE1363                          STATION RECOVERY (2004)
 PE1363
 PE1363'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMW)
 PE1363'RECOVERED IN GOOD CONDITION.
 PE1363
 PE1363                          STATION RECOVERY (2006)
 PE1363
 PE1363'RECOVERY NOTE BY US POWER SQUADRON 2006 (AMW)
 PE1363'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1364 ***********************************************************************
 PE1364  DESIGNATION -  C 502
 PE1364  PID         -  PE1364
 PE1364  STATE/COUNTY-  ME/KENNEBEC
 PE1364  USGS QUAD   -  AUGUSTA (1991)
 PE1364
 PE1364                         *CURRENT SURVEY CONTROL
 PE1364  ___________________________________________________________________
 PE1364* NAD 83(1986)-  44 18 50.     (N)    069 47 45.     (W)     SCALED    
 PE1364* NAVD 88     -        78.386  (meters)     257.17   (feet)  ADJUSTED  
 PE1364  ___________________________________________________________________
 PE1364  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 PE1364  DYNAMIC HT  -          78.379 (meters)     257.15  (feet)  COMP
 PE1364  MODELED GRAV-     980,521.7   (mgal)                       NAVD 88
 PE1364
 PE1364  VERT ORDER  -  SECOND    CLASS I
 PE1364
 PE1364.The horizontal coordinates were scaled from a topographic map and have
 PE1364.an estimated accuracy of +/- 6 seconds.
 PE1364
 PE1364.The orthometric height was determined by differential leveling
 PE1364.and adjusted by the National Geodetic Survey in June 1991..
 PE1364
 PE1364.The geoid height was determined by GEOID03.
 PE1364
 PE1364.The dynamic height is computed by dividing the NAVD 88
 PE1364.geopotential number by the normal gravity value computed on the
 PE1364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1364.degrees latitude (g = 980.6199 gals.).
 PE1364
 PE1364.The modeled gravity was interpolated from observed gravity values.
 PE1364
 PE1364;                    North         East    Units  Estimated Accuracy
 PE1364;SPC ME W     -   164,560.      929,590.      MT  (+/- 180 meters Scaled)
 PE1364
 PE1364                          SUPERSEDED SURVEY CONTROL
 PE1364
 PE1364  NGVD 29 (??/??/92)   78.601  (m)          257.88   (f) ADJ UNCH    2 1
 PE1364
 PE1364.Superseded values are not recommended for survey control.
 PE1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1364.See file dsdata.txt to determine how the superseded data were derived.
 PE1364
 PE1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK365070(NAD 83)
 PE1364_MARKER: DD = SURVEY DISK
 PE1364_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE1364_SP_SET: FOUNDATION
 PE1364_STAMPING: C 502 1975
 PE1364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE1364
 PE1364  HISTORY     - Date     Condition        Report By
 PE1364  HISTORY     - 1975     MONUMENTED       MEDT
 PE1364  HISTORY     - 1987     GOOD             USPSQD
 PE1364  HISTORY     - 20021015 GOOD             USPSQD
 PE1364  HISTORY     - 20040730 GOOD             USPSQD
 PE1364
 PE1364                          STATION DESCRIPTION
 PE1364
 PE1364'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 PE1364'AT AUGUSTA.
 PE1364'IN AUGUSTA, ABOUT 0.8 MILES EAST ALONG WESTERN AVENUE (U.S.
 PE1364'HIGHWAY 202, AND STATE ROUTES 11, 17, 100) FROM THE I-95 OVERPASS
 PE1364'CROSSING WESTERN AVENUE AT THE AUGUSTA STATE ARMORY.  A DISK
 PE1364'SET VERTICALLY IN THE CONCRETE FOUNDATION, 1.1 FEET NORTH OF
 PE1364'THE SOUTHWEST CORNER OF THE ARMORY.  DISK IS 111 FEET NORTH
 PE1364'OF THE CENTERLINE OF WESTERN AVENUE AND 2.7 FEET ABOVE THE
 PE1364'GROUND.
 PE1364
 PE1364                          STATION RECOVERY (1987)
 PE1364
 PE1364'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 PE1364'RECOVERED IN GOOD CONDITION.
 PE1364
 PE1364                          STATION RECOVERY (2002)
 PE1364
 PE1364'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMW)
 PE1364'MARK IS COVERED BY IVY.
 PE1364
 PE1364                          STATION RECOVERY (2004)
 PE1364
 PE1364'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMW)
 PE1364'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1365 ***********************************************************************
 PE1365  DESIGNATION -  C 503
 PE1365  PID         -  PE1365
 PE1365  STATE/COUNTY-  ME/KENNEBEC
 PE1365  USGS QUAD   -  AUGUSTA (1991)
 PE1365
 PE1365                         *CURRENT SURVEY CONTROL
 PE1365  ___________________________________________________________________
 PE1365* NAD 83(1986)-  44 18 39.     (N)    069 47 45.     (W)     SCALED    
 PE1365* NAVD 88     -        68.513  (meters)     224.78   (feet)  ADJUSTED  
 PE1365  ___________________________________________________________________
 PE1365  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 PE1365  DYNAMIC HT  -          68.506 (meters)     224.76  (feet)  COMP
 PE1365  MODELED GRAV-     980,521.8   (mgal)                       NAVD 88
 PE1365
 PE1365  VERT ORDER  -  SECOND    CLASS I
 PE1365
 PE1365.The horizontal coordinates were scaled from a topographic map and have
 PE1365.an estimated accuracy of +/- 6 seconds.
 PE1365
 PE1365.The orthometric height was determined by differential leveling
 PE1365.and adjusted by the National Geodetic Survey in June 1991..
 PE1365
 PE1365.The geoid height was determined by GEOID03.
 PE1365
 PE1365.The dynamic height is computed by dividing the NAVD 88
 PE1365.geopotential number by the normal gravity value computed on the
 PE1365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1365.degrees latitude (g = 980.6199 gals.).
 PE1365
 PE1365.The modeled gravity was interpolated from observed gravity values.
 PE1365
 PE1365;                    North         East    Units  Estimated Accuracy
 PE1365;SPC ME W     -   164,220.      929,590.      MT  (+/- 180 meters Scaled)
 PE1365
 PE1365                          SUPERSEDED SURVEY CONTROL
 PE1365
 PE1365  NGVD 29 (??/??/92)   68.727  (m)          225.48   (f) ADJ UNCH    2 1
 PE1365
 PE1365.Superseded values are not recommended for survey control.
 PE1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1365.See file dsdata.txt to determine how the superseded data were derived.
 PE1365
 PE1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK365067(NAD 83)
 PE1365_MARKER: DD = SURVEY DISK
 PE1365_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE1365_SP_SET: BUILDING
 PE1365_STAMPING: C 503 1975
 PE1365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE1365
 PE1365  HISTORY     - Date     Condition        Report By
 PE1365  HISTORY     - 1975     MONUMENTED       MEDT
 PE1365  HISTORY     - 1987     GOOD             USPSQD
 PE1365  HISTORY     - 20040730 GOOD             USPSQD
 PE1365  HISTORY     - 20060315 GOOD             USPSQD
 PE1365
 PE1365                          STATION DESCRIPTION
 PE1365
 PE1365'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 PE1365'AT AUGUSTA.
 PE1365'IN AUGUSTA, ABOUT 0.8 MILES EAST ALONG WESTERN AVENUE FROM THE
 PE1365'I-95 OVERPASS CROSSING WESTERN AVENUE TO ARMORY STREET, THENCE
 PE1365'0.2 MILE SOUTHERLY TO JERRY-BROOK LANES (BOWLING ALLEY) AT
 PE1365'INTERSECTION OF ARMORY STREET AND CAPITOL STREET.  (ALSO 0.9 MILES
 PE1365'WESTERLY ALONG CAPITOL STREET FROM STATE CAPITOL BLDG.)  A DISK
 PE1365'SET VERTICALLY 0.8 FOOT NORTH OF THE SOUTHWEST CORNER OF THE
 PE1365'BUILDING, AND 0.5 FOOT ABOVE THE GROUND.  DISK IS 121 FEET
 PE1365'NORTHERLY FROM THE CENTERLINE OF CAPITOL STREET AND 128 FEET
 PE1365'EASTERLY FROM THE CENTERLINE OF ARMORY STREET.
 PE1365
 PE1365                          STATION RECOVERY (1987)
 PE1365
 PE1365'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 PE1365'RECOVERED IN GOOD CONDITION.
 PE1365
 PE1365                          STATION RECOVERY (2004)
 PE1365
 PE1365'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMW)
 PE1365'RECOVERED IN GOOD CONDITION.
 PE1365
 PE1365                          STATION RECOVERY (2006)
 PE1365
 PE1365'RECOVERY NOTE BY US POWER SQUADRON 2006 (AHE)
 PE1365'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1366 ***********************************************************************
 PE1366  DESIGNATION -  C 504
 PE1366  PID         -  PE1366
 PE1366  STATE/COUNTY-  ME/KENNEBEC
 PE1366  USGS QUAD   -  AUGUSTA (1991)
 PE1366
 PE1366                         *CURRENT SURVEY CONTROL
 PE1366  ___________________________________________________________________
 PE1366* NAD 83(1986)-  44 18 34.     (N)    069 47 21.     (W)     SCALED    
 PE1366* NAVD 88     -        61.778  (meters)     202.68   (feet)  ADJUSTED  
 PE1366  ___________________________________________________________________
 PE1366  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 PE1366  DYNAMIC HT  -          61.772 (meters)     202.66  (feet)  COMP
 PE1366  MODELED GRAV-     980,521.5   (mgal)                       NAVD 88
 PE1366
 PE1366  VERT ORDER  -  SECOND    CLASS I
 PE1366
 PE1366.The horizontal coordinates were scaled from a topographic map and have
 PE1366.an estimated accuracy of +/- 6 seconds.
 PE1366
 PE1366.The orthometric height was determined by differential leveling
 PE1366.and adjusted by the National Geodetic Survey in June 1991..
 PE1366
 PE1366.The geoid height was determined by GEOID03.
 PE1366
 PE1366.The dynamic height is computed by dividing the NAVD 88
 PE1366.geopotential number by the normal gravity value computed on the
 PE1366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1366.degrees latitude (g = 980.6199 gals.).
 PE1366
 PE1366.The modeled gravity was interpolated from observed gravity values.
 PE1366
 PE1366;                    North         East    Units  Estimated Accuracy
 PE1366;SPC ME W     -   164,070.      930,120.      MT  (+/- 180 meters Scaled)
 PE1366
 PE1366                          SUPERSEDED SURVEY CONTROL
 PE1366
 PE1366  NGVD 29 (??/??/92)   61.992  (m)          203.39   (f) ADJ UNCH    2 1
 PE1366
 PE1366.Superseded values are not recommended for survey control.
 PE1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1366.See file dsdata.txt to determine how the superseded data were derived.
 PE1366
 PE1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK370065(NAD 83)
 PE1366_MARKER: DD = SURVEY DISK
 PE1366_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE1366_SP_SET: BUILDING
 PE1366_STAMPING: C 504 1975
 PE1366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE1366
 PE1366  HISTORY     - Date     Condition        Report By
 PE1366  HISTORY     - 1975     MONUMENTED       MEDT
 PE1366  HISTORY     - 1987     GOOD             USPSQD
 PE1366  HISTORY     - 20021015 GOOD             USPSQD
 PE1366  HISTORY     - 20060210 GOOD             USPSQD
 PE1366
 PE1366                          STATION DESCRIPTION
 PE1366
 PE1366'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 PE1366'AT AUGUSTA.
 PE1366'IN AUGUSTA, 0.4 MILES WESTERLY ALONG CAPITOL STREET FROM THE
 PE1366'STATE CAPITOL BLDG. AT THE MAINE DEPARTMENT OF TRANSPORTATION,
 PE1366'TRAFFIC SERVICES BUILDING.  A DISK SET VERTICALLY 1.4 FEET
 PE1366'EASTERLY FROM THE SOUTHWEST CORNER OF THE BUILDING, 2.8 FEET
 PE1366'ABOVE GROUND.  DISK IS 40 FEET NORTH OF AND 1 FOOT ABOVE THE
 PE1366'CENTERLINE OF CAPITOL STREET.
 PE1366
 PE1366                          STATION RECOVERY (1987)
 PE1366
 PE1366'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 PE1366'RECOVERED IN GOOD CONDITION.
 PE1366
 PE1366                          STATION RECOVERY (2002)
 PE1366
 PE1366'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMW)
 PE1366'RECOVERED IN GOOD CONDITION.
 PE1366
 PE1366                          STATION RECOVERY (2006)
 PE1366
 PE1366'RECOVERY NOTE BY US POWER SQUADRON 2006 (AHE)
 PE1366'DISK ON CONCRETE FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1367 ***********************************************************************
 PE1367  DESIGNATION -  C 505
 PE1367  PID         -  PE1367
 PE1367  STATE/COUNTY-  ME/KENNEBEC
 PE1367  USGS QUAD   -  AUGUSTA (1991)
 PE1367
 PE1367                         *CURRENT SURVEY CONTROL
 PE1367  ___________________________________________________________________
 PE1367* NAD 83(1986)-  44 18 38.     (N)    069 47 00.     (W)     SCALED    
 PE1367* NAVD 88     -        44.916  (meters)     147.36   (feet)  ADJUSTED  
 PE1367  ___________________________________________________________________
 PE1367  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 PE1367  DYNAMIC HT  -          44.912 (meters)     147.35  (feet)  COMP
 PE1367  MODELED GRAV-     980,521.4   (mgal)                       NAVD 88
 PE1367
 PE1367  VERT ORDER  -  SECOND    CLASS I
 PE1367
 PE1367.The horizontal coordinates were scaled from a topographic map and have
 PE1367.an estimated accuracy of +/- 6 seconds.
 PE1367
 PE1367.The orthometric height was determined by differential leveling
 PE1367.and adjusted by the National Geodetic Survey in June 1991..
 PE1367
 PE1367.The geoid height was determined by GEOID03.
 PE1367
 PE1367.The dynamic height is computed by dividing the NAVD 88
 PE1367.geopotential number by the normal gravity value computed on the
 PE1367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1367.degrees latitude (g = 980.6199 gals.).
 PE1367
 PE1367.The modeled gravity was interpolated from observed gravity values.
 PE1367
 PE1367;                    North         East    Units  Estimated Accuracy
 PE1367;SPC ME W     -   164,190.      930,580.      MT  (+/- 180 meters Scaled)
 PE1367
 PE1367                          SUPERSEDED SURVEY CONTROL
 PE1367
 PE1367  NGVD 29 (??/??/92)   45.130  (m)          148.06   (f) ADJ UNCH    2 1
 PE1367
 PE1367.Superseded values are not recommended for survey control.
 PE1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1367.See file dsdata.txt to determine how the superseded data were derived.
 PE1367
 PE1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK375066(NAD 83)
 PE1367_MARKER: DD = SURVEY DISK
 PE1367_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE1367_SP_SET: WALL
 PE1367_STAMPING: C 505 1975
 PE1367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE1367_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE1367+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2006
 PE1367
 PE1367  HISTORY     - Date     Condition        Report By
 PE1367  HISTORY     - 1975     MONUMENTED       MEDT
 PE1367  HISTORY     - 1987     GOOD             USPSQD
 PE1367  HISTORY     - 20021015 GOOD             USPSQD
 PE1367  HISTORY     - 20040730 GOOD             USPSQD
 PE1367  HISTORY     - 20060401 GOOD             USPSQD
 PE1367
 PE1367                          STATION DESCRIPTION
 PE1367
 PE1367'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 PE1367'AT AUGUSTA.
 PE1367'IN AUGUSTA, AT THE INTERSECTION OF WESTERN AVENUE AND SEWALL
 PE1367'STREET AT THE FEDERAL BUILDING (AUGUSTA POST OFFICE).  A DISK
 PE1367'SET FLUSH IN THE TOP OF THE CONCRETE RETAINING WALL ALONG THE
 PE1367'SOUTHERN SIDE OF THE BUILDING, 19 FEET NORTH OF AND 1.6 FEET
 PE1367'ABOVE THE CENTERLINE OF THE PAVED ENTRANCE ROAD LEADING FROM
 PE1367'SEWALL STREET TO THE PARKING LOT, 1.7 FEET WEST OF THE SOUTHWEST
 PE1367'CORNER OF THE BUILDING AND 1.1 FEET ABOVE THE PAVED SIDEWALK.
 PE1367
 PE1367                          STATION RECOVERY (1987)
 PE1367
 PE1367'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 PE1367'RECOVERED IN GOOD CONDITION.
 PE1367
 PE1367                          STATION RECOVERY (2002)
 PE1367
 PE1367'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMW)
 PE1367'RECOVERED IN GOOD CONDITION.
 PE1367
 PE1367                          STATION RECOVERY (2004)
 PE1367
 PE1367'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMW)
 PE1367'RECOVERED IN GOOD CONDITION.
 PE1367
 PE1367                          STATION RECOVERY (2006)
 PE1367
 PE1367'RECOVERY NOTE BY US POWER SQUADRON 2006 (AMW)
 PE1367'THE MARK IS JUST TO THE RIGHT OF STEPS LEADING DOWN TO THE BASEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1368 ***********************************************************************
 PE1368  DESIGNATION -  C 506
 PE1368  PID         -  PE1368
 PE1368  STATE/COUNTY-  ME/KENNEBEC
 PE1368  USGS QUAD   -  AUGUSTA (1991)
 PE1368
 PE1368                         *CURRENT SURVEY CONTROL
 PE1368  ___________________________________________________________________
 PE1368* NAD 83(1986)-  44 18 43.     (N)    069 46 25.     (W)     SCALED    
 PE1368* NAVD 88     -        30.190  (meters)      99.05   (feet)  ADJUSTED  
 PE1368  ___________________________________________________________________
 PE1368  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 PE1368  DYNAMIC HT  -          30.187 (meters)      99.04  (feet)  COMP
 PE1368  MODELED GRAV-     980,521.7   (mgal)                       NAVD 88
 PE1368
 PE1368  VERT ORDER  -  SECOND    CLASS I
 PE1368
 PE1368.The horizontal coordinates were scaled from a topographic map and have
 PE1368.an estimated accuracy of +/- 6 seconds.
 PE1368
 PE1368.The orthometric height was determined by differential leveling
 PE1368.and adjusted by the National Geodetic Survey in June 1991..
 PE1368
 PE1368.The geoid height was determined by GEOID03.
 PE1368
 PE1368.The dynamic height is computed by dividing the NAVD 88
 PE1368.geopotential number by the normal gravity value computed on the
 PE1368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1368.degrees latitude (g = 980.6199 gals.).
 PE1368
 PE1368.The modeled gravity was interpolated from observed gravity values.
 PE1368
 PE1368;                    North         East    Units  Estimated Accuracy
 PE1368;SPC ME W     -   164,350.      931,360.      MT  (+/- 180 meters Scaled)
 PE1368
 PE1368                          SUPERSEDED SURVEY CONTROL
 PE1368
 PE1368  NGVD 29 (??/??/92)   30.404  (m)           99.75   (f) ADJ UNCH    2 1
 PE1368
 PE1368.Superseded values are not recommended for survey control.
 PE1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1368.See file dsdata.txt to determine how the superseded data were derived.
 PE1368
 PE1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK383068(NAD 83)
 PE1368_MARKER: DD = SURVEY DISK
 PE1368_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE1368_SP_SET: ABUTMENT
 PE1368_STAMPING: C 506 1975
 PE1368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE1368_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE1368+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2006
 PE1368
 PE1368  HISTORY     - Date     Condition        Report By
 PE1368  HISTORY     - 1975     MONUMENTED       MEDT
 PE1368  HISTORY     - 1987     GOOD             USPSQD
 PE1368  HISTORY     - 20020425 GOOD             INDIV
 PE1368  HISTORY     - 20040730 GOOD             USPSQD
 PE1368  HISTORY     - 20060401 GOOD             USPSQD
 PE1368
 PE1368                          STATION DESCRIPTION
 PE1368
 PE1368'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 PE1368'AT AUGUSTA.
 PE1368'IN AUGUSTA, A DISK SET VERTICALLY IN THE CONCRETE END RAILING
 PE1368'WALL ON THE UPSTREAM SIDE OF THE MEMORIAL BRIDGE DIRECTLY OVER
 PE1368'THE ABUTMENT ON WEST SIDE OF THE KENNEBEC RIVER, 37.2 FEET NORTH
 PE1368'OF AND ABOUT 1 FOOT ABOVE THE CENTERLINE OF U.S. HIGHWAYS 201,
 PE1368'202 AND STATE HIGHWAYS 100, 17, AND ALSO ABOUT 0.6 FOOT
 PE1368'NORTHWESTERLY FROM THE WEST END OF THE METAL BRIDGE GUARD RAIL
 PE1368'AND 1.4 FEET ABOVE SURFACE OF THE BRIDGE SIDEWALK.
 PE1368
 PE1368                          STATION RECOVERY (1987)
 PE1368
 PE1368'RECOVERY NOTE BY US POWER SQUADRON 1987 (CCC)
 PE1368'RECOVERED IN GOOD CONDITION.
 PE1368
 PE1368                          STATION RECOVERY (2002)
 PE1368
 PE1368'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (LCD)
 PE1368'PHOTO AVAILABLE.  GPS COORDINATES N44 18.694  W069 46.494
 PE1368
 PE1368                          STATION RECOVERY (2004)
 PE1368
 PE1368'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMW)
 PE1368'RECOVERED IN GOOD CONDITION.
 PE1368
 PE1368                          STATION RECOVERY (2006)
 PE1368
 PE1368'RECOVERY NOTE BY US POWER SQUADRON 2006 (AMW)
 PE1368'THE BRIDGE IS IN THE PROCESS OF BEING REPAIRED (4-2006). THE MAINE
 PE1368'DEPT. OF TRANSPORTATION ENGINEERS AT THE SIGHT SAID THAT THE ABUTMENT
 PE1368'WILL NOT BE REBUILT. THE MARK WILL REMAIN IN TACT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1374 ***********************************************************************
 PE1374  DESIGNATION -  C 507
 PE1374  PID         -  PE1374
 PE1374  STATE/COUNTY-  ME/KENNEBEC
 PE1374  USGS QUAD   -  AUGUSTA (1991)
 PE1374
 PE1374                         *CURRENT SURVEY CONTROL
 PE1374  ___________________________________________________________________
 PE1374* NAD 83(1986)-  44 18 13.     (N)    069 46 56.     (W)     SCALED    
 PE1374* NAVD 88     -        20.208  (meters)      66.30   (feet)  ADJUSTED  
 PE1374  ___________________________________________________________________
 PE1374  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 PE1374  DYNAMIC HT  -          20.206 (meters)      66.29  (feet)  COMP
 PE1374  MODELED GRAV-     980,521.5   (mgal)                       NAVD 88
 PE1374
 PE1374  VERT ORDER  -  SECOND    CLASS I
 PE1374
 PE1374.The horizontal coordinates were scaled from a topographic map and have
 PE1374.an estimated accuracy of +/- 6 seconds.
 PE1374
 PE1374.The orthometric height was determined by differential leveling
 PE1374.and adjusted by the National Geodetic Survey in June 1991..
 PE1374
 PE1374.The geoid height was determined by GEOID03.
 PE1374
 PE1374.The dynamic height is computed by dividing the NAVD 88
 PE1374.geopotential number by the normal gravity value computed on the
 PE1374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1374.degrees latitude (g = 980.6199 gals.).
 PE1374
 PE1374.The modeled gravity was interpolated from observed gravity values.
 PE1374
 PE1374;                    North         East    Units  Estimated Accuracy
 PE1374;SPC ME W     -   163,420.      930,680.      MT  (+/- 180 meters Scaled)
 PE1374
 PE1374                          SUPERSEDED SURVEY CONTROL
 PE1374
 PE1374  NGVD 29 (??/??/92)   20.420  (m)           66.99   (f) ADJ UNCH    2 1
 PE1374
 PE1374.Superseded values are not recommended for survey control.
 PE1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1374.See file dsdata.txt to determine how the superseded data were derived.
 PE1374
 PE1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK376058(NAD 83)
 PE1374_MARKER: DD = SURVEY DISK
 PE1374_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE1374_SP_SET: FOUNDATION
 PE1374_STAMPING: C 507 1975
 PE1374_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE1374
 PE1374  HISTORY     - Date     Condition        Report By
 PE1374  HISTORY     - 1975     MONUMENTED       MEDT
 PE1374  HISTORY     - 20021015 GOOD             USPSQD
 PE1374  HISTORY     - 20040730 GOOD             USPSQD
 PE1374  HISTORY     - 20060401 GOOD             USPSQD
 PE1374
 PE1374                          STATION DESCRIPTION
 PE1374
 PE1374'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 PE1374'AT AUGUSTA.
 PE1374'IN AUGUSTA, ABOUT 0.2 MILE SOUTH ALONG U.S. HIGHWAY 201 TO THE
 PE1374'BRICK STATE OF MAINE OFFICE BUILDING AT THE INTERSECTION OF U.S.
 PE1374'ROUTE 201 AND MANLEY STREET (PRESENTLY USED BY THE MOTOR VEHICLE
 PE1374'REGISTERATION DIVISION).  A DISK SET FLUSH IN THE LIP OF THE
 PE1374'CONCRETE FOUNDATION AT THE SOUTHWEST CORNER OF THE BUILDING
 PE1374'ABOUT 135 FEET WEST OF THE ROUTE 201 CURB AND 86 FEET NORTH OF
 PE1374'THE MANLEY STREET CENTERLINE AND ABOUT 1 1/2 FEET ABOVE THE
 PE1374'SURFACE OF MANLEY STREET.
 PE1374
 PE1374                          STATION RECOVERY (2002)
 PE1374
 PE1374'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMW)
 PE1374'THE MOTOR VEHICLE OFFICE IS GONE, BUT SEVERAL STATE OFFICES NOW OCCUPY
 PE1374'THE BUILDING.
 PE1374
 PE1374                          STATION RECOVERY (2004)
 PE1374
 PE1374'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMW)
 PE1374'RECOVERED IN GOOD CONDITION.
 PE1374
 PE1374                          STATION RECOVERY (2006)
 PE1374
 PE1374'RECOVERY NOTE BY US POWER SQUADRON 2006 (AMW)
 PE1374'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1375 ***********************************************************************
 PE1375  DESIGNATION -  C 508
 PE1375  PID         -  PE1375
 PE1375  STATE/COUNTY-  ME/KENNEBEC
 PE1375  USGS QUAD   -  AUGUSTA (1991)
 PE1375
 PE1375                         *CURRENT SURVEY CONTROL
 PE1375  ___________________________________________________________________
 PE1375* NAD 83(1986)-  44 17 47.     (N)    069 47 04.     (W)     SCALED    
 PE1375* NAVD 88     -        17.622  (meters)      57.81   (feet)  ADJUSTED  
 PE1375  ___________________________________________________________________
 PE1375  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 PE1375  DYNAMIC HT  -          17.621 (meters)      57.81  (feet)  COMP
 PE1375  MODELED GRAV-     980,521.7   (mgal)                       NAVD 88
 PE1375
 PE1375  VERT ORDER  -  SECOND    CLASS I
 PE1375
 PE1375.The horizontal coordinates were scaled from a topographic map and have
 PE1375.an estimated accuracy of +/- 6 seconds.
 PE1375
 PE1375.The orthometric height was determined by differential leveling
 PE1375.and adjusted by the National Geodetic Survey in June 1991..
 PE1375
 PE1375.The geoid height was determined by GEOID03.
 PE1375
 PE1375.The dynamic height is computed by dividing the NAVD 88
 PE1375.geopotential number by the normal gravity value computed on the
 PE1375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1375.degrees latitude (g = 980.6199 gals.).
 PE1375
 PE1375.The modeled gravity was interpolated from observed gravity values.
 PE1375
 PE1375;                    North         East    Units  Estimated Accuracy
 PE1375;SPC ME W     -   162,620.      930,500.      MT  (+/- 180 meters Scaled)
 PE1375
 PE1375                          SUPERSEDED SURVEY CONTROL
 PE1375
 PE1375  NGVD 29 (??/??/92)   17.833  (m)           58.51   (f) ADJ UNCH    2 1
 PE1375
 PE1375.Superseded values are not recommended for survey control.
 PE1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1375.See file dsdata.txt to determine how the superseded data were derived.
 PE1375
 PE1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK374050(NAD 83)
 PE1375_MARKER: DD = SURVEY DISK
 PE1375_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE1375_SP_SET: BUILDING
 PE1375_STAMPING: C 508 1975
 PE1375_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE1375
 PE1375  HISTORY     - Date     Condition        Report By
 PE1375  HISTORY     - 1975     MONUMENTED       MEDT
 PE1375  HISTORY     - 20021015 GOOD             USPSQD
 PE1375  HISTORY     - 20040730 GOOD             USPSQD
 PE1375  HISTORY     - 20060401 GOOD             USPSQD
 PE1375
 PE1375                          STATION DESCRIPTION
 PE1375
 PE1375'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 PE1375'0.8 MI S FROM AUGUSTA.
 PE1375'ABOUT 0.8 MILES SOUTH ALONG U.S. HIGHWAY 201 FROM THE STATE
 PE1375'CAPITOL BUILDING TO THE STATE OF MAINE BUREAU OF ALCOHOLIC
 PE1375'BEVERAGES BUILDING.  A DISK SET VERTICALLY 4 FEET EAST OF THE
 PE1375'SOUTHWEST CORNER AND 0.7 FOOT ABOVE THE GROUND IN THE CONCRETE
 PE1375'FOUNDATION OF THE BUILDING, ABOUT 47 PACES FROM THE CENTERLINE
 PE1375'OF U.S. ROUTE 201.
 PE1375
 PE1375                          STATION RECOVERY (2002)
 PE1375
 PE1375'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMW)
 PE1375'RECOVERED IN GOOD CONDITION.
 PE1375
 PE1375                          STATION RECOVERY (2004)
 PE1375
 PE1375'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMW)
 PE1375'RECOVERED IN GOOD CONDITION.
 PE1375
 PE1375                          STATION RECOVERY (2006)
 PE1375
 PE1375'RECOVERY NOTE BY US POWER SQUADRON 2006 (AMW)
 PE1375'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1369 ***********************************************************************
 PE1369  DESIGNATION -  C 509
 PE1369  PID         -  PE1369
 PE1369  STATE/COUNTY-  ME/KENNEBEC
 PE1369  USGS QUAD   -  AUGUSTA (1991)
 PE1369
 PE1369                         *CURRENT SURVEY CONTROL
 PE1369  ___________________________________________________________________
 PE1369* NAD 83(1986)-  44 18 43.     (N)    069 46 25.     (W)     SCALED    
 PE1369* NAVD 88     -        10.607  (meters)      34.80   (feet)  ADJUSTED  
 PE1369  ___________________________________________________________________
 PE1369  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 PE1369  DYNAMIC HT  -          10.606 (meters)      34.80  (feet)  COMP
 PE1369  MODELED GRAV-     980,521.7   (mgal)                       NAVD 88
 PE1369
 PE1369  VERT ORDER  -  SECOND    CLASS I
 PE1369
 PE1369.The horizontal coordinates were scaled from a topographic map and have
 PE1369.an estimated accuracy of +/- 6 seconds.
 PE1369
 PE1369.The orthometric height was determined by differential leveling
 PE1369.and adjusted by the National Geodetic Survey in June 1991..
 PE1369
 PE1369.The geoid height was determined by GEOID03.
 PE1369
 PE1369.The dynamic height is computed by dividing the NAVD 88
 PE1369.geopotential number by the normal gravity value computed on the
 PE1369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1369.degrees latitude (g = 980.6199 gals.).
 PE1369
 PE1369.The modeled gravity was interpolated from observed gravity values.
 PE1369
 PE1369;                    North         East    Units  Estimated Accuracy
 PE1369;SPC ME W     -   164,350.      931,360.      MT  (+/- 180 meters Scaled)
 PE1369
 PE1369                          SUPERSEDED SURVEY CONTROL
 PE1369
 PE1369  NGVD 29 (??/??/92)   10.822  (m)           35.51   (f) ADJ UNCH    2 1
 PE1369
 PE1369.Superseded values are not recommended for survey control.
 PE1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1369.See file dsdata.txt to determine how the superseded data were derived.
 PE1369
 PE1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK383068(NAD 83)
 PE1369_MARKER: DD = SURVEY DISK
 PE1369_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE1369_SP_SET: PLATFORM
 PE1369_STAMPING: C 509 1975
 PE1369_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE1369_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PE1369+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 PE1369
 PE1369  HISTORY     - Date     Condition        Report By
 PE1369  HISTORY     - 1975     MONUMENTED       MEDT
 PE1369  HISTORY     - 1987     GOOD             USPSQD
 PE1369  HISTORY     - 20040730 GOOD             USPSQD
 PE1369  HISTORY     - 20060315 GOOD             USPSQD
 PE1369
 PE1369                          STATION DESCRIPTION
 PE1369
 PE1369'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 PE1369'AT AUGUSTA.
 PE1369'IN AUGUSTA, AT THE OLD POST OFFICE BUILDING ON WATER STREET.
 PE1369'A DISK SET FLUSH IN THE RETAINING WALL OF THE LOADING PLATFORM,
 PE1369'85.5 FEET EAST OF THE CENTERLINE OF WATER STREET, 17.5 FEET NORTH
 PE1369'FROM THE NORTHEAST END OF THE BUILDING AND 7.5 FEET ABOVE THE
 PE1369'PAVED ENTRANCE ROAD LEADING FROM WATER STREET TO THE PARKING
 PE1369'AREA.
 PE1369
 PE1369                          STATION RECOVERY (1987)
 PE1369
 PE1369'RECOVERY NOTE BY US POWER SQUADRON 1987 (CCC)
 PE1369'RECOVERED IN GOOD CONDITION.
 PE1369
 PE1369                          STATION RECOVERY (2004)
 PE1369
 PE1369'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMW)
 PE1369'RECOVERED IN GOOD CONDITION.
 PE1369
 PE1369                          STATION RECOVERY (2006)
 PE1369
 PE1369'RECOVERY NOTE BY US POWER SQUADRON 2006 (AHE)
 PE1369'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1320 ***********************************************************************
 PE1320  DESIGNATION -  C 51
 PE1320  PID         -  PE1320
 PE1320  STATE/COUNTY-  ME/KENNEBEC
 PE1320  USGS QUAD   -  TOGUS POND (1982)
 PE1320
 PE1320                         *CURRENT SURVEY CONTROL
 PE1320  ___________________________________________________________________
 PE1320* NAD 83(1986)-  44 20 29.     (N)    069 39 39.     (W)     SCALED    
 PE1320* NAVD 88     -        64.501  (meters)     211.62   (feet)  ADJUSTED  
 PE1320  ___________________________________________________________________
 PE1320  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 PE1320  DYNAMIC HT  -          64.495 (meters)     211.60  (feet)  COMP
 PE1320  MODELED GRAV-     980,528.4   (mgal)                       NAVD 88
 PE1320
 PE1320  VERT ORDER  -  SECOND    CLASS 0
 PE1320
 PE1320.The horizontal coordinates were scaled from a topographic map and have
 PE1320.an estimated accuracy of +/- 6 seconds.
 PE1320
 PE1320.The orthometric height was determined by differential leveling
 PE1320.and adjusted by the National Geodetic Survey in June 1991..
 PE1320
 PE1320.The geoid height was determined by GEOID03.
 PE1320
 PE1320.The dynamic height is computed by dividing the NAVD 88
 PE1320.geopotential number by the normal gravity value computed on the
 PE1320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1320.degrees latitude (g = 980.6199 gals.).
 PE1320
 PE1320.The modeled gravity was interpolated from observed gravity values.
 PE1320
 PE1320;                    North         East    Units  Estimated Accuracy
 PE1320;SPC ME W     -   167,670.      940,340.      MT  (+/- 180 meters Scaled)
 PE1320
 PE1320                          SUPERSEDED SURVEY CONTROL
 PE1320
 PE1320  NGVD 29 (??/??/92)   64.716  (m)          212.32   (f) ADJ UNCH    2 0
 PE1320
 PE1320.Superseded values are not recommended for survey control.
 PE1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1320.See file dsdata.txt to determine how the superseded data were derived.
 PE1320
 PE1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK473100(NAD 83)
 PE1320_MARKER: DB = BENCH MARK DISK
 PE1320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1320_STAMPING: C 51 1935
 PE1320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1320+STABILITY: SURFACE MOTION
 PE1320
 PE1320  HISTORY     - Date     Condition        Report By
 PE1320  HISTORY     - 1935     MONUMENTED       CGS
 PE1320
 PE1320                          STATION DESCRIPTION
 PE1320
 PE1320'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE1320'5.7 MI NE FROM AUGUSTA.
 PE1320'5.7 MILES NORTHEAST ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF
 PE1320'U.S. HIGHWAY 201 AT AUGUSTA, KENNEBEC COUNTY, 92 FEET EAST OF
 PE1320'THE CENTER OF THE JUNCTION OF A ROAD LEADING SOUTH TO EAST
 PE1320'WINDSOR, 50 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND
 PE1320'9.5 FEET SOUTH OF A LARGE FISHERMAN SIGNBOARD.  A STANDARD DISK,
 PE1320'STAMPED C 51 1935 AND SET IN THE TOP OF A CONCRETE POST
 PE1320'PROJECTING 1/2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1370 ***********************************************************************
 PE1370  DESIGNATION -  C 510
 PE1370  PID         -  PE1370
 PE1370  STATE/COUNTY-  ME/KENNEBEC
 PE1370  USGS QUAD   -  AUGUSTA (1991)
 PE1370
 PE1370                         *CURRENT SURVEY CONTROL
 PE1370  ___________________________________________________________________
 PE1370* NAD 83(1986)-  44 19 01.     (N)    069 46 23.     (W)     SCALED    
 PE1370* NAVD 88     -        11.311  (meters)      37.11   (feet)  ADJUSTED  
 PE1370  ___________________________________________________________________
 PE1370  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 PE1370  DYNAMIC HT  -          11.310 (meters)      37.11  (feet)  COMP
 PE1370  MODELED GRAV-     980,522.0   (mgal)                       NAVD 88
 PE1370
 PE1370  VERT ORDER  -  SECOND    CLASS I
 PE1370
 PE1370.The horizontal coordinates were scaled from a topographic map and have
 PE1370.an estimated accuracy of +/- 6 seconds.
 PE1370
 PE1370.The orthometric height was determined by differential leveling
 PE1370.and adjusted by the National Geodetic Survey in June 1991..
 PE1370
 PE1370.The geoid height was determined by GEOID03.
 PE1370
 PE1370.The dynamic height is computed by dividing the NAVD 88
 PE1370.geopotential number by the normal gravity value computed on the
 PE1370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1370.degrees latitude (g = 980.6199 gals.).
 PE1370
 PE1370.The modeled gravity was interpolated from observed gravity values.
 PE1370
 PE1370;                    North         East    Units  Estimated Accuracy
 PE1370;SPC ME W     -   164,910.      931,400.      MT  (+/- 180 meters Scaled)
 PE1370
 PE1370                          SUPERSEDED SURVEY CONTROL
 PE1370
 PE1370  NGVD 29 (??/??/92)   11.527  (m)           37.82   (f) ADJ UNCH    2 1
 PE1370
 PE1370.Superseded values are not recommended for survey control.
 PE1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1370.See file dsdata.txt to determine how the superseded data were derived.
 PE1370
 PE1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK383073(NAD 83)
 PE1370_MARKER: DD = SURVEY DISK
 PE1370_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE1370_SP_SET: BRIDGE
 PE1370_STAMPING: C 510 1975
 PE1370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE1370_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE1370+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2006
 PE1370
 PE1370  HISTORY     - Date     Condition        Report By
 PE1370  HISTORY     - 1975     MONUMENTED       MEDT
 PE1370  HISTORY     - 1987     GOOD             USPSQD
 PE1370  HISTORY     - 20021015 GOOD             USPSQD
 PE1370  HISTORY     - 20040730 GOOD             USPSQD
 PE1370  HISTORY     - 20060401 GOOD             USPSQD
 PE1370
 PE1370                          STATION DESCRIPTION
 PE1370
 PE1370'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 PE1370'AT AUGUSTA.
 PE1370'IN AUGUSTA, AT THE FATHER JOHN J. CURRAN BRIDGE OVER THE
 PE1370'KENNEBEC RIVER.  A DISK SET IN THE CONCRETE SIDEWALK PORTION ON
 PE1370'THE UPSTREAM SIDE OF THE BRIDGE ON THE WEST SIDE OF THE KENNEBEC
 PE1370'RIVER.  DISK 26 FEET NORTH OF THE CENTERLINE OF CONY STREET AND
 PE1370'ABOUT 104 FEET EASTERLY OF THE CENTERLINE OF WATER STREET AND 0.9
 PE1370'FOOT SOUTH OF THE FACE OF THE BRICK BUILDING.
 PE1370
 PE1370                          STATION RECOVERY (1987)
 PE1370
 PE1370'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 PE1370'RECOVERED IN GOOD CONDITION.
 PE1370
 PE1370                          STATION RECOVERY (2002)
 PE1370
 PE1370'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMW)
 PE1370'RECOVERED IN GOOD CONDITION.
 PE1370
 PE1370                          STATION RECOVERY (2004)
 PE1370
 PE1370'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMW)
 PE1370'RECOVERED IN GOOD CONDITION.
 PE1370
 PE1370                          STATION RECOVERY (2006)
 PE1370
 PE1370'RECOVERY NOTE BY US POWER SQUADRON 2006 (AMW)
 PE1370'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1371 ***********************************************************************
 PE1371  DESIGNATION -  C 511
 PE1371  PID         -  PE1371
 PE1371  STATE/COUNTY-  ME/KENNEBEC
 PE1371  USGS QUAD   -  AUGUSTA (1991)
 PE1371
 PE1371                         *CURRENT SURVEY CONTROL
 PE1371  ___________________________________________________________________
 PE1371* NAD 83(1986)-  44 19 06.     (N)    069 46 22.     (W)     SCALED    
 PE1371* NAVD 88     -        14.415  (meters)      47.29   (feet)  ADJUSTED  
 PE1371  ___________________________________________________________________
 PE1371  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 PE1371  DYNAMIC HT  -          14.414 (meters)      47.29  (feet)  COMP
 PE1371  MODELED GRAV-     980,522.1   (mgal)                       NAVD 88
 PE1371
 PE1371  VERT ORDER  -  SECOND    CLASS I
 PE1371
 PE1371.The horizontal coordinates were scaled from a topographic map and have
 PE1371.an estimated accuracy of +/- 6 seconds.
 PE1371
 PE1371.The orthometric height was determined by differential leveling
 PE1371.and adjusted by the National Geodetic Survey in June 1991..
 PE1371
 PE1371.The geoid height was determined by GEOID03.
 PE1371
 PE1371.The dynamic height is computed by dividing the NAVD 88
 PE1371.geopotential number by the normal gravity value computed on the
 PE1371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1371.degrees latitude (g = 980.6199 gals.).
 PE1371
 PE1371.The modeled gravity was interpolated from observed gravity values.
 PE1371
 PE1371;                    North         East    Units  Estimated Accuracy
 PE1371;SPC ME W     -   165,060.      931,420.      MT  (+/- 180 meters Scaled)
 PE1371
 PE1371                          SUPERSEDED SURVEY CONTROL
 PE1371
 PE1371  NGVD 29 (??/??/92)   14.632  (m)           48.01   (f) ADJ UNCH    2 1
 PE1371
 PE1371.Superseded values are not recommended for survey control.
 PE1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1371.See file dsdata.txt to determine how the superseded data were derived.
 PE1371
 PE1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK383075(NAD 83)
 PE1371_MARKER: DD = SURVEY DISK
 PE1371_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE1371_SP_SET: WALL
 PE1371_STAMPING: C 511 1975
 PE1371_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE1371_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE1371+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 PE1371
 PE1371  HISTORY     - Date     Condition        Report By
 PE1371  HISTORY     - 1975     MONUMENTED       MEDT
 PE1371  HISTORY     - 1987     GOOD             USPSQD
 PE1371  HISTORY     - 20060315 GOOD             USPSQD
 PE1371
 PE1371                          STATION DESCRIPTION
 PE1371
 PE1371'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 PE1371'AT AUGUSTA.
 PE1371'IN AUGUSTA, 75 FEET SOUTHWEST OF THE MAINE CENTRAL RAILROAD
 PE1371'OVERPASS CROSSING WATER STREET.  A DISK SET FLUSH AT THE NORTHEND
 PE1371'IN THE TOP OF THE CONCRETE RETAINING WALL, 49.5 FEET WESTERLY
 PE1371'FROM THE CENTERLINE OF WATER STREET, 87.5 FEET SOUTHWEST OF THE
 PE1371'BRONZE PLAQUE MONUMENT TO ADOLPHE J. GINGRAS, 22.5 FEET EASTERLY
 PE1371'FROM AND 5.6 FEET BELOW THE CENTERLINE OF THE SOUTHERN MOST
 PE1371'RAILROAD TRACK (NEAREST WATER STREET).
 PE1371
 PE1371                          STATION RECOVERY (1987)
 PE1371
 PE1371'RECOVERY NOTE BY US POWER SQUADRON 1987 (CCC)
 PE1371'RECOVERED IN GOOD CONDITION.
 PE1371
 PE1371                          STATION RECOVERY (2006)
 PE1371
 PE1371'RECOVERY NOTE BY US POWER SQUADRON 2006 (AHE)
 PE1371'ABOUT 50 FEET FROM END OF STEEL OVERPASS BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1372 ***********************************************************************
 PE1372  DESIGNATION -  C 512
 PE1372  PID         -  PE1372
 PE1372  STATE/COUNTY-  ME/KENNEBEC
 PE1372  USGS QUAD   -  AUGUSTA (1991)
 PE1372
 PE1372                         *CURRENT SURVEY CONTROL
 PE1372  ___________________________________________________________________
 PE1372* NAD 83(1986)-  44 18 34.     (N)    069 45 51.     (W)     SCALED    
 PE1372* NAVD 88     -        65.970  (meters)     216.44   (feet)  ADJUSTED  
 PE1372  ___________________________________________________________________
 PE1372  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 PE1372  DYNAMIC HT  -          65.964 (meters)     216.42  (feet)  COMP
 PE1372  MODELED GRAV-     980,521.9   (mgal)                       NAVD 88
 PE1372
 PE1372  VERT ORDER  -  SECOND    CLASS I
 PE1372
 PE1372.The horizontal coordinates were scaled from a topographic map and have
 PE1372.an estimated accuracy of +/- 6 seconds.
 PE1372
 PE1372.The orthometric height was determined by differential leveling
 PE1372.and adjusted by the National Geodetic Survey in June 1991..
 PE1372
 PE1372.The geoid height was determined by GEOID03.
 PE1372
 PE1372.The dynamic height is computed by dividing the NAVD 88
 PE1372.geopotential number by the normal gravity value computed on the
 PE1372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1372.degrees latitude (g = 980.6199 gals.).
 PE1372
 PE1372.The modeled gravity was interpolated from observed gravity values.
 PE1372
 PE1372;                    North         East    Units  Estimated Accuracy
 PE1372;SPC ME W     -   164,080.      932,110.      MT  (+/- 180 meters Scaled)
 PE1372
 PE1372                          SUPERSEDED SURVEY CONTROL
 PE1372
 PE1372  NGVD 29 (??/??/92)   66.188  (m)          217.15   (f) ADJ UNCH    2 1
 PE1372
 PE1372.Superseded values are not recommended for survey control.
 PE1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1372.See file dsdata.txt to determine how the superseded data were derived.
 PE1372
 PE1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK390065(NAD 83)
 PE1372_MARKER: DD = SURVEY DISK
 PE1372_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE1372_SP_SET: FOUNDATION
 PE1372_STAMPING: C 512 1975
 PE1372_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE1372
 PE1372  HISTORY     - Date     Condition        Report By
 PE1372  HISTORY     - 1975     MONUMENTED       MEDT
 PE1372  HISTORY     - 1987     GOOD             USPSQD
 PE1372  HISTORY     - 20021015 MARK NOT FOUND   USPSQD
 PE1372
 PE1372                          STATION DESCRIPTION
 PE1372
 PE1372'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 PE1372'0.5 MI S FROM AUGUSTA.
 PE1372'ABOUT 0.5 MILE SOUTH ALONG STATE HIGHWAY 17 FROM CONY HIGH
 PE1372'SCHOOL AT AUGUSTA TO FARRINGTON SCHOOL AT INTERSECTION OF STATE
 PE1372'ROUTES 9 AND 17.  A DISK SET VERTICALLY IN THE CONCRETE FOUNDATION
 PE1372'OF FARRINGTON SCHOOL, 97 FEET SOUTH OF THE CENTERLINE OF STATE
 PE1372'ROUTE 17 AND ABOUT 43 PACES EAST FROM THE CENTERLINE OF STATE
 PE1372'ROUTE 9.  DISK IS ALSO 5 1/2 FEET EAST OF CENTER OF THE DOOR AT
 PE1372'THE NORTH ENTRANCE AND 1 FOOT ABOVE THE PAVED AREA ADJACENT TO
 PE1372'BUILDING.
 PE1372
 PE1372                          STATION RECOVERY (1987)
 PE1372
 PE1372'RECOVERY NOTE BY US POWER SQUADRON 1987 (CCC)
 PE1372'RECOVERED IN GOOD CONDITION.
 PE1372
 PE1372                          STATION RECOVERY (2002)
 PE1372
 PE1372'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMW)
 PE1372'THE SCHOOL WAS TORN DOWN AND A COMMERCIAL BUILDING IS IN ITS PLACE.
 PE1372'THE MARK IS PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2626 ***********************************************************************
 PE2626  DESIGNATION -  C 513 RESET
 PE2626  PID         -  PE2626
 PE2626  STATE/COUNTY-  ME/KENNEBEC
 PE2626  USGS QUAD   -  AUGUSTA (1991)
 PE2626
 PE2626                         *CURRENT SURVEY CONTROL
 PE2626  ___________________________________________________________________
 PE2626* NAD 83(1986)-  44 18 34.     (N)    069 45 45.     (W)     SCALED    
 PE2626* NAVD 88     -        69.44   (meters)     227.8    (feet)  RESET     
 PE2626  ___________________________________________________________________
 PE2626  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 PE2626
 PE2626  VERT ORDER  -  THIRD
 PE2626
 PE2626.The horizontal coordinates were scaled from a topographic map and have
 PE2626.an estimated accuracy of +/- 6 seconds.
 PE2626
 PE2626.The orthometric height was computed from unverified reset data.
 PE2626.No vertical observational check was made to the station.
 PE2626
 PE2626.The geoid height was determined by GEOID03.
 PE2626
 PE2626;                    North         East    Units  Estimated Accuracy
 PE2626;SPC ME W     -   164,080.      932,250.      MT  (+/- 180 meters Scaled)
 PE2626
 PE2626                          SUPERSEDED SURVEY CONTROL
 PE2626
 PE2626  NGVD 29 (01/19/06)   69.66   (m)          228.5    (f) RESET       3  
 PE2626
 PE2626.Superseded values are not recommended for survey control.
 PE2626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2626.See file dsdata.txt to determine how the superseded data were derived.
 PE2626
 PE2626_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK391065(NAD 83)
 PE2626_MARKER: DV = VERTICAL CONTROL DISK
 PE2626_SETTING: 66 = SET IN ROCK OUTCROP
 PE2626_SP_SET: ROCK LEDGE
 PE2626_STAMPING: C 513 RESET 1988
 PE2626_MARK LOGO: NGS   
 PE2626_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2626_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE2626+STABILITY: POSITION/ELEVATION WELL
 PE2626
 PE2626  HISTORY     - Date     Condition        Report By
 PE2626  HISTORY     - 1988     MONUMENTED       MEDT
 PE2626  HISTORY     - 20011026 GOOD             MEDT
 PE2626
 PE2626                          STATION DESCRIPTION
 PE2626
 PE2626'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1988
 PE2626'1.1 MILES (1.8 KM) SOUTHEASTERLY ALONG STATE ROUTE 17, FROM JUNCTION
 PE2626'STATE ROUTE 27, ALSO, 0.10 MILES (0.16 KM) SOUTHEASTERLY OF JUNCTION
 PE2626'OF CONY ROAD AND STATE ROUTE 17, IN LEDGE FLUSH WITH THE GROUND
 PE2626'SURFACE ALONG THE SOUTHERLY SIDE OF HIGHWAY, AND WEST OF A TRACK ROAD
 PE2626'LEADING SOUTH, 4 FEET (1.2 M) ABOVE THE LEVEL OF THE ROAD, 70.0 FEET
 PE2626'(21.3 M) SOUTH OF CENTERLINE AT HIGHWAY CENTERLINE STATION 247+50,
 PE2626'20.5 FEET (6.2 M) NORTHEAST OF AN 18 INCH PINE TREE, 6.9 FEET
 PE2626'(2.1 M) EAST-SOUTHEAST OF A FIBERGLASS WITNESS POST, AND 9.3 FEET
 PE2626'(2.8 M) WEST OF A 6 INCH PINE TREE.
 PE2626
 PE2626                          STATION RECOVERY (2001)
 PE2626
 PE2626'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 2001 (RC)
 PE2626'THE DATASHEET SCALED POSITION IS IN ERROR AND SHOULD READ 44 10 54(N)
 PE2626'AND 069 26 39(W).  REPORTED BY RICHARD COFFIN OF MEDT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0070 ***********************************************************************
 RE0070  DESIGNATION -  C 55
 RE0070  PID         -  RE0070
 RE0070  STATE/COUNTY-  ME/AROOSTOOK
 RE0070  USGS QUAD   -  LIMESTONE (1978)
 RE0070
 RE0070                         *CURRENT SURVEY CONTROL
 RE0070  ___________________________________________________________________
 RE0070* NAD 83(1986)-  46 59 12.     (N)    067 48 49.     (W)     SCALED    
 RE0070* NAVD 88     -       225.957  (meters)     741.33   (feet)  POSTED    
 RE0070  ___________________________________________________________________
 RE0070  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 RE0070  DYNAMIC HT  -         225.980 (meters)     741.40  (feet)  COMP
 RE0070  MODELED GRAV-     980,720.7   (mgal)                       NAVD 88
 RE0070
 RE0070  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 RE0070
 RE0070.The horizontal coordinates were scaled from a topographic map and have
 RE0070.an estimated accuracy of +/- 6 seconds.
 RE0070
 RE0070.The orthometric height was determined by differential leveling
 RE0070.and adjusted by the National Geodetic Survey in 1992..
 RE0070.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 RE0070.rate of 0.0 thru 1.0 mm/km.
 RE0070
 RE0070.The geoid height was determined by GEOID03.
 RE0070
 RE0070.The dynamic height is computed by dividing the NAVD 88
 RE0070.geopotential number by the normal gravity value computed on the
 RE0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0070.degrees latitude (g = 980.6199 gals.).
 RE0070
 RE0070.The modeled gravity was interpolated from observed gravity values.
 RE0070
 RE0070;                    North         East    Units  Estimated Accuracy
 RE0070;SPC ME E     -   369,170.      352,210.      MT  (+/- 180 meters Scaled)
 RE0070
 RE0070                          SUPERSEDED SURVEY CONTROL
 RE0070
 RE0070  NGVD 29 (??/??/92)  226.145  (m)          741.94   (f) ADJ UNCH    2 0
 RE0070
 RE0070.Superseded values are not recommended for survey control.
 RE0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0070.See file dsdata.txt to determine how the superseded data were derived.
 RE0070
 RE0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN902043(NAD 83)
 RE0070_MARKER: DB = BENCH MARK DISK
 RE0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RE0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RE0070_STAMPING: C 55 1935
 RE0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RE0070+STABILITY: SURFACE MOTION
 RE0070
 RE0070  HISTORY     - Date     Condition        Report By
 RE0070  HISTORY     - 1935     MONUMENTED       CGS
 RE0070  HISTORY     - 1952     POOR             USGS
 RE0070
 RE0070                          STATION DESCRIPTION
 RE0070
 RE0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RE0070'5.9 MI S FROM HAMLIN.
 RE0070'5.9 MILES SOUTH ALONG STATE HIGHWAY 165 FROM THE JUNCTION OF A
 RE0070'BLACK-TOP ROAD LEADING SOUTHEAST AT HAMLIN, AROOSTOOK COUNTY,
 RE0070'0.9 MILE NORTH OF PLEASANT RIDGE SCHOOL, AT THE Y-JUNCTION OF A
 RE0070'ROAD LEADING SOUTHWEST, 27 FEET SOUTHEAST OF THE CENTER OF THE
 RE0070'JUNCTION, 24 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND
 RE0070'1.5 FEET NORTHWEST OF A PASTURE FENCE.  A STANDARD DISK, STAMPED
 RE0070'C 55 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES
 RE0070'ABOVE GROUND.
 RE0070
 RE0070                          STATION RECOVERY (1952)
 RE0070
 RE0070'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 RE0070'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0114 ***********************************************************************
 SF0114  DESIGNATION -  C 56
 SF0114  PID         -  SF0114
 SF0114  STATE/COUNTY-  ME/AROOSTOOK
 SF0114  USGS QUAD   -  PICARD BROOK (1986)
 SF0114
 SF0114                         *CURRENT SURVEY CONTROL
 SF0114  ___________________________________________________________________
 SF0114* NAD 83(1986)-  47 02 36.     (N)    068 00 03.     (W)     SCALED    
 SF0114* NAVD 88     -       260.116  (meters)     853.40   (feet)  ADJUSTED  
 SF0114  ___________________________________________________________________
 SF0114  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 SF0114  DYNAMIC HT  -         260.147 (meters)     853.50  (feet)  COMP
 SF0114  MODELED GRAV-     980,723.3   (mgal)                       NAVD 88
 SF0114
 SF0114  VERT ORDER  -  SECOND    CLASS 0
 SF0114
 SF0114.The horizontal coordinates were scaled from a topographic map and have
 SF0114.an estimated accuracy of +/- 6 seconds.
 SF0114
 SF0114.The orthometric height was determined by differential leveling
 SF0114.and adjusted by the National Geodetic Survey in June 1991..
 SF0114
 SF0114.The geoid height was determined by GEOID03.
 SF0114
 SF0114.The dynamic height is computed by dividing the NAVD 88
 SF0114.geopotential number by the normal gravity value computed on the
 SF0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0114.degrees latitude (g = 980.6199 gals.).
 SF0114
 SF0114.The modeled gravity was interpolated from observed gravity values.
 SF0114
 SF0114;                    North         East    Units  Estimated Accuracy
 SF0114;SPC ME E     -   375,360.      337,930.      MT  (+/- 180 meters Scaled)
 SF0114
 SF0114                          SUPERSEDED SURVEY CONTROL
 SF0114
 SF0114  NGVD 29 (??/??/92)  260.26   (m)          853.9    (f) COMPUTED    2 0
 SF0114
 SF0114.Superseded values are not recommended for survey control.
 SF0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0114.See file dsdata.txt to determine how the superseded data were derived.
 SF0114
 SF0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN759104(NAD 83)
 SF0114_MARKER: DB = BENCH MARK DISK
 SF0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SF0114_STAMPING: C 56 1935
 SF0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF0114+STABILITY: SURFACE MOTION
 SF0114
 SF0114  HISTORY     - Date     Condition        Report By
 SF0114  HISTORY     - 1935     MONUMENTED       CGS
 SF0114  HISTORY     - 1953     MARK NOT FOUND   NGS
 SF0114
 SF0114                          STATION DESCRIPTION
 SF0114
 SF0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 SF0114'8.8 MI S FROM VAN BUREN.
 SF0114'8.8 MILES SOUTH ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT VAN
 SF0114'BUREN, AROOSTOOK COUNTY, 3.8 MILES NORTH OF ACADIA, 0.2 MILE SOUTH
 SF0114'OF THE CYR PLACE-CONNOR TOWN-LINE SIGN, ON THE NORTH SLOPE OF A
 SF0114'HILL, 50 YARDS NORTH OF THE CREST OF THE HILL, 75.7 FEET NORTHEAST
 SF0114'OF POLE 585/422, AND 27 FEET EAST OF THE CENTER LINE OF THE
 SF0114'HIGHWAY.  A STANDARD DISK, STAMPED C 56 1935 AND SET IN THE TOP OF
 SF0114'A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0082 ***********************************************************************
 RE0082  DESIGNATION -  C 57
 RE0082  PID         -  RE0082
 RE0082  STATE/COUNTY-  ME/AROOSTOOK
 RE0082  USGS QUAD   -  LIMESTONE (1978)
 RE0082
 RE0082                         *CURRENT SURVEY CONTROL
 RE0082  ___________________________________________________________________
 RE0082* NAD 83(1986)-  46 54 28.     (N)    067 47 57.     (W)     SCALED    
 RE0082* NAVD 88     -       198.834  (meters)     652.34   (feet)  ADJUSTED  
 RE0082  ___________________________________________________________________
 RE0082  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 RE0082  DYNAMIC HT  -         198.857 (meters)     652.42  (feet)  COMP
 RE0082  MODELED GRAV-     980,721.5   (mgal)                       NAVD 88
 RE0082
 RE0082  VERT ORDER  -  SECOND    CLASS 0
 RE0082
 RE0082.The horizontal coordinates were scaled from a topographic map and have
 RE0082.an estimated accuracy of +/- 6 seconds.
 RE0082
 RE0082.The orthometric height was determined by differential leveling
 RE0082.and adjusted by the National Geodetic Survey in June 1991..
 RE0082
 RE0082.The geoid height was determined by GEOID03.
 RE0082
 RE0082.The dynamic height is computed by dividing the NAVD 88
 RE0082.geopotential number by the normal gravity value computed on the
 RE0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0082.degrees latitude (g = 980.6199 gals.).
 RE0082
 RE0082.The modeled gravity was interpolated from observed gravity values.
 RE0082
 RE0082;                    North         East    Units  Estimated Accuracy
 RE0082;SPC ME E     -   360,410.      353,390.      MT  (+/- 180 meters Scaled)
 RE0082
 RE0082                          SUPERSEDED SURVEY CONTROL
 RE0082
 RE0082  NGVD 29 (??/??/92)  199.039  (m)          653.01   (f) ADJ UNCH    2 0
 RE0082
 RE0082.Superseded values are not recommended for survey control.
 RE0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0082.See file dsdata.txt to determine how the superseded data were derived.
 RE0082
 RE0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM914956(NAD 83)
 RE0082_MARKER: DB = BENCH MARK DISK
 RE0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RE0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RE0082_STAMPING: C 57 1935
 RE0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RE0082+STABILITY: SURFACE MOTION
 RE0082
 RE0082  HISTORY     - Date     Condition        Report By
 RE0082  HISTORY     - 1935     MONUMENTED       CGS
 RE0082  HISTORY     - 1951     MARK NOT FOUND   NGS
 RE0082
 RE0082                          STATION DESCRIPTION
 RE0082
 RE0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RE0082'1.3 MI E FROM LIMESTONE.
 RE0082'1.3 MILES EAST ALONG THE INTERNATIONAL BOUNDARY ROAD FROM THE
 RE0082'GRADE SCHOOL AT LIMESTONE, AROOSTOOK COUNTY, AT THE INTERSECTION
 RE0082'OF A NORTH-AND-SOUTH ROAD, 21 FEET NORTH OF THE CENTER LINE
 RE0082'OF THE CROSSROAD, 10.3 FEET SOUTH OF THE CENTER LINE OF THE
 RE0082'EAST-AND-WEST ROAD, AND 4.3 FEET NORTH OF A POLE. A STANDARD
 RE0082'DISK, STAMPED C 57 1935 AND SET IN THE TOP OF A CONCRETE POST
 RE0082'PROJECTING 4 INCHES ABOVE GROUND.
 RE0082
 RE0082                          STATION RECOVERY (1951)
 RE0082
 RE0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 RE0082'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0070 ***********************************************************************
 QG0070  DESIGNATION -  C 59
 QG0070  PID         -  QG0070
 QG0070  STATE/COUNTY-  ME/AROOSTOOK
 QG0070  USGS QUAD   -  ALDER BROOK (1989)
 QG0070
 QG0070                         *CURRENT SURVEY CONTROL
 QG0070  ___________________________________________________________________
 QG0070* NAD 83(1986)-  45 48 44.     (N)    068 00 51.     (W)     SCALED    
 QG0070* NAVD 88     -       128.507  (meters)     421.61   (feet)  ADJUSTED  
 QG0070  ___________________________________________________________________
 QG0070  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 QG0070  DYNAMIC HT  -         128.512 (meters)     421.63  (feet)  COMP
 QG0070  MODELED GRAV-     980,649.3   (mgal)                       NAVD 88
 QG0070
 QG0070  VERT ORDER  -  SECOND    CLASS 0
 QG0070
 QG0070.The horizontal coordinates were scaled from a topographic map and have
 QG0070.an estimated accuracy of +/- 6 seconds.
 QG0070
 QG0070.The orthometric height was determined by differential leveling
 QG0070.and adjusted by the National Geodetic Survey in June 1991..
 QG0070
 QG0070.The geoid height was determined by GEOID03.
 QG0070
 QG0070.The dynamic height is computed by dividing the NAVD 88
 QG0070.geopotential number by the normal gravity value computed on the
 QG0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0070.degrees latitude (g = 980.6199 gals.).
 QG0070
 QG0070.The modeled gravity was interpolated from observed gravity values.
 QG0070
 QG0070;                    North         East    Units  Estimated Accuracy
 QG0070;SPC ME E     -   238,520.      337,760.      MT  (+/- 180 meters Scaled)
 QG0070
 QG0070                          SUPERSEDED SURVEY CONTROL
 QG0070
 QG0070  NGVD 29 (??/??/92)  128.680  (m)          422.18   (f) ADJ UNCH    2 0
 QG0070
 QG0070.Superseded values are not recommended for survey control.
 QG0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0070.See file dsdata.txt to determine how the superseded data were derived.
 QG0070
 QG0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL765736(NAD 83)
 QG0070_MARKER: DB = BENCH MARK DISK
 QG0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0070_STAMPING: C 59 1935
 QG0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0070+STABILITY: SURFACE MOTION
 QG0070
 QG0070  HISTORY     - Date     Condition        Report By
 QG0070  HISTORY     - 1935     MONUMENTED       CGS
 QG0070  HISTORY     - 19850530 MARK NOT FOUND   USPSQD
 QG0070
 QG0070                          STATION DESCRIPTION
 QG0070
 QG0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QG0070'1.5 MI SW FROM HAYNESVILLE.
 QG0070'1.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 2A FROM THE BAPTIST CHURCH
 QG0070'AT HAYNESVILLE, AROOSTOOK COUNTY, 191 YARDS WEST OF A 5-BY-6-FOOT
 QG0070'CONCRETE BOX CULVERT, AT THE CREST OF THE FIRST RISE WEST OF THE
 QG0070'CULVERT, AND 26 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A
 QG0070'STANDARD DISK, STAMPED C 59 1935 AND SET IN THE TOP OF A CONCRETE
 QG0070'POST PROJECTING 5 INCHES ABOVE GROUND.
 QG0070
 QG0070                          STATION RECOVERY (1985)
 QG0070
 QG0070'RECOVERY NOTE BY US POWER SQUADRON 1985 (WRM)
 QG0070'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0220 ***********************************************************************
 QG0220  DESIGNATION -  C 6
 QG0220  PID         -  QG0220
 QG0220  STATE/COUNTY-  ME/PENOBSCOT
 QG0220  USGS QUAD   -  BOWERS MOUNTAIN (1988)
 QG0220
 QG0220                         *CURRENT SURVEY CONTROL
 QG0220  ___________________________________________________________________
 QG0220* NAD 83(1986)-  45 24 29.     (N)    068 04 19.     (W)     SCALED    
 QG0220* NAVD 88     -       218.074  (meters)     715.46   (feet)  ADJUSTED  
 QG0220  ___________________________________________________________________
 QG0220  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 QG0220  DYNAMIC HT  -         218.070 (meters)     715.45  (feet)  COMP
 QG0220  MODELED GRAV-     980,594.4   (mgal)                       NAVD 88
 QG0220
 QG0220  VERT ORDER  -  SECOND    CLASS 0
 QG0220
 QG0220.The horizontal coordinates were scaled from a topographic map and have
 QG0220.an estimated accuracy of +/- 6 seconds.
 QG0220
 QG0220.The orthometric height was determined by differential leveling
 QG0220.and adjusted by the National Geodetic Survey in June 1991..
 QG0220
 QG0220.The geoid height was determined by GEOID03.
 QG0220
 QG0220.The dynamic height is computed by dividing the NAVD 88
 QG0220.geopotential number by the normal gravity value computed on the
 QG0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0220.degrees latitude (g = 980.6199 gals.).
 QG0220
 QG0220.The modeled gravity was interpolated from observed gravity values.
 QG0220
 QG0220;                    North         East    Units  Estimated Accuracy
 QG0220;SPC ME E     -   193,580.      333,510.      MT  (+/- 180 meters Scaled)
 QG0220
 QG0220                          SUPERSEDED SURVEY CONTROL
 QG0220
 QG0220  NGVD 29 (??/??/92)  218.270  (m)          716.11   (f) ADJ UNCH    2 0
 QG0220
 QG0220.Superseded values are not recommended for survey control.
 QG0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0220.See file dsdata.txt to determine how the superseded data were derived.
 QG0220
 QG0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL726287(NAD 83)
 QG0220_MARKER: DD = SURVEY DISK
 QG0220_SETTING: 66 = SET IN ROCK OUTCROP
 QG0220_SP_SET: ROCK OUTCROP
 QG0220_STAMPING: C 6 1931
 QG0220_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0220+STABILITY: POSITION/ELEVATION WELL
 QG0220
 QG0220  HISTORY     - Date     Condition        Report By
 QG0220  HISTORY     - 1931     MONUMENTED       USGS
 QG0220  HISTORY     - 1935     GOOD             NGS
 QG0220  HISTORY     - 1942     GOOD             NGS
 QG0220
 QG0220                          STATION DESCRIPTION
 QG0220
 QG0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QG0220'3 MI E FROM SPRINGFIELD.
 QG0220'3.0 MILES EAST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE AT
 QG0220'SPRINGFIELD, PENOBSCOT COUNTY, 1.7 MILES WEST OF THE GENERAL
 QG0220'STORE AT CARROLL, 80 FEET EAST OF THE CENTER OF THE JUNCTION OF A
 QG0220'ROAD LEADING NORTH, ON THE WEST SLOPE OF A SMALL HILL, 70 FEET
 QG0220'SOUTH OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF A ROCK
 QG0220'OUTCROP, AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY.  A UNITED
 QG0220'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED C 6 1931.
 QG0220
 QG0220                          STATION RECOVERY (1942)
 QG0220
 QG0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 QG0220'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0092 ***********************************************************************
 QG0092  DESIGNATION -  C 60
 QG0092  PID         -  QG0092
 QG0092  STATE/COUNTY-  ME/PENOBSCOT
 QG0092  USGS QUAD   -  MATTAWAMKEAG (1988)
 QG0092
 QG0092                         *CURRENT SURVEY CONTROL
 QG0092  ___________________________________________________________________
 QG0092* NAD 83(1986)-  45 34 56.     (N)    068 18 56.     (W)     SCALED    
 QG0092* NAVD 88     -       133.097  (meters)     436.67   (feet)  ADJUSTED  
 QG0092  ___________________________________________________________________
 QG0092  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 QG0092  DYNAMIC HT  -         133.098 (meters)     436.67  (feet)  COMP
 QG0092  MODELED GRAV-     980,625.3   (mgal)                       NAVD 88
 QG0092
 QG0092  VERT ORDER  -  SECOND    CLASS 0
 QG0092
 QG0092.The horizontal coordinates were scaled from a topographic map and have
 QG0092.an estimated accuracy of +/- 6 seconds.
 QG0092
 QG0092.The orthometric height was determined by differential leveling
 QG0092.and adjusted by the National Geodetic Survey in June 1991..
 QG0092
 QG0092.The geoid height was determined by GEOID03.
 QG0092
 QG0092.The dynamic height is computed by dividing the NAVD 88
 QG0092.geopotential number by the normal gravity value computed on the
 QG0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0092.degrees latitude (g = 980.6199 gals.).
 QG0092
 QG0092.The modeled gravity was interpolated from observed gravity values.
 QG0092
 QG0092;                    North         East    Units  Estimated Accuracy
 QG0092;SPC ME E     -   212,860.      314,390.      MT  (+/- 180 meters Scaled)
 QG0092
 QG0092                          SUPERSEDED SURVEY CONTROL
 QG0092
 QG0092  NGVD 29 (??/??/92)  133.263  (m)          437.21   (f) ADJ UNCH    2 0
 QG0092
 QG0092.Superseded values are not recommended for survey control.
 QG0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0092.See file dsdata.txt to determine how the superseded data were derived.
 QG0092
 QG0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL533478(NAD 83)
 QG0092_MARKER: DB = BENCH MARK DISK
 QG0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0092_STAMPING: C 60 1935
 QG0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0092+STABILITY: SURFACE MOTION
 QG0092
 QG0092  HISTORY     - Date     Condition        Report By
 QG0092  HISTORY     - 1935     MONUMENTED       CGS
 QG0092  HISTORY     - 1978     MARK NOT FOUND   NGS
 QG0092  HISTORY     - 1978     MARK NOT FOUND   NGS
 QG0092  HISTORY     - 1978     MARK NOT FOUND   NGS
 QG0092  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 QG0092
 QG0092                          STATION DESCRIPTION
 QG0092
 QG0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QG0092'5 MI SW FROM MACWAHOC.
 QG0092'IN PENOBSCOT COUNTY, 5.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 2
 QG0092'FROM THE JUNCTION OF U.S. HIGHWAY 2A AT MACWAHOC, AROOSTOOK COUNTY,
 QG0092'0.5 MILE SOUTHWEST OF THE MOLUNKUS-MATTAWAMKEAG TOWN LINE, 108
 QG0092'YARDS SOUTHWEST OF TELEPHONE POLE 246-290, 70 YARDS NORTHEAST
 QG0092'OF THE CREST OF A HILL, AND 26 FEET NORTHWEST OF THE CENTERLINE
 QG0092'OF THE HIGHWAY.  A STANDARD DISK, STAMPED C 60 1935 AND SET IN
 QG0092'THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
 QG0092
 QG0092                          STATION RECOVERY (1978)
 QG0092
 QG0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0092'MARK SEARCHED FOR BUT NOT FOUND.
 QG0092
 QG0092                          STATION RECOVERY (1978)
 QG0092
 QG0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0092'MARK SEARCHED FOR BUT NOT FOUND.
 QG0092
 QG0092                          STATION RECOVERY (1978)
 QG0092
 QG0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0092'MARK SEARCHED FOR BUT NOT FOUND.
 QG0092
 QG0092                          STATION RECOVERY (1991)
 QG0092
 QG0092'RECOVERY NOTE BY US POWER SQUADRON 1991 (ELG)
 QG0092'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0030 ***********************************************************************
 QG0030  DESIGNATION -  C 61
 QG0030  PID         -  QG0030
 QG0030  STATE/COUNTY-  ME/AROOSTOOK
 QG0030  USGS QUAD   -  CRYSTAL (1989)
 QG0030
 QG0030                         *CURRENT SURVEY CONTROL
 QG0030  ___________________________________________________________________
 QG0030* NAD 83(1986)-  45 55 21.     (N)    068 20 00.     (W)     SCALED    
 QG0030* NAVD 88     -       225.029  (meters)     738.28   (feet)  ADJUSTED  
 QG0030  ___________________________________________________________________
 QG0030  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 QG0030  DYNAMIC HT  -         225.036 (meters)     738.31  (feet)  COMP
 QG0030  MODELED GRAV-     980,639.9   (mgal)                       NAVD 88
 QG0030
 QG0030  VERT ORDER  -  SECOND    CLASS 0
 QG0030
 QG0030.The horizontal coordinates were scaled from a topographic map and have
 QG0030.an estimated accuracy of +/- 6 seconds.
 QG0030
 QG0030.The orthometric height was determined by differential leveling
 QG0030.and adjusted by the National Geodetic Survey in June 1991..
 QG0030
 QG0030.The geoid height was determined by GEOID03.
 QG0030
 QG0030.The dynamic height is computed by dividing the NAVD 88
 QG0030.geopotential number by the normal gravity value computed on the
 QG0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0030.degrees latitude (g = 980.6199 gals.).
 QG0030
 QG0030.The modeled gravity was interpolated from observed gravity values.
 QG0030
 QG0030;                    North         East    Units  Estimated Accuracy
 QG0030;SPC ME E     -   250,670.      312,930.      MT  (+/- 180 meters Scaled)
 QG0030
 QG0030                          SUPERSEDED SURVEY CONTROL
 QG0030
 QG0030  NGVD 29 (??/??/92)  225.198  (m)          738.84   (f) ADJ UNCH    2 0
 QG0030
 QG0030.Superseded values are not recommended for survey control.
 QG0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0030.See file dsdata.txt to determine how the superseded data were derived.
 QG0030
 QG0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL516856(NAD 83)
 QG0030_MARKER: DB = BENCH MARK DISK
 QG0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0030_STAMPING: C 61 1935
 QG0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0030+STABILITY: SURFACE MOTION
 QG0030
 QG0030  HISTORY     - Date     Condition        Report By
 QG0030  HISTORY     - 1935     MONUMENTED       CGS
 QG0030  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QG0030
 QG0030                          STATION DESCRIPTION
 QG0030
 QG0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QG0030'0.7 MI S FROM GOLDEN RIDGE.
 QG0030'0.7 MILE SOUTH ALONG U.S. HIGHWAY 2 FROM THE PUBLIC SCHOOL AT
 QG0030'GOLDEN RIDGE, AROOSTOOK COUNTY, 25 FEET WEST OF THE CENTERLINE
 QG0030'OF THE HIGHWAY, IN A PASTURE, 5.4 FEET NORTHWEST OF TELEPHONE
 QG0030'POLE 246/1298, AND AT A FENCE CORNER.  A STANDARD DISK, STAMPED
 QG0030'C 61 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 QG0030'1/2 FOOT ABOVE GROUND.
 QG0030
 QG0030                          STATION RECOVERY (1985)
 QG0030
 QG0030'RECOVERY NOTE BY US POWER SQUADRON 1985 (BRP)
 QG0030'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0393 ***********************************************************************
 QG0393  DESIGNATION -  C 63
 QG0393  PID         -  QG0393
 QG0393  STATE/COUNTY-  ME/PISCATAQUIS
 QG0393  USGS QUAD   -  MILO NORTH (1988)
 QG0393
 QG0393                         *CURRENT SURVEY CONTROL
 QG0393  ___________________________________________________________________
 QG0393* NAD 83(1986)-  45 20 04.     (N)    068 54 32.     (W)     SCALED    
 QG0393* NAVD 88     -       139.653  (meters)     458.18   (feet)  ADJUSTED  
 QG0393  ___________________________________________________________________
 QG0393  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 QG0393  DYNAMIC HT  -         139.652 (meters)     458.17  (feet)  COMP
 QG0393  MODELED GRAV-     980,607.7   (mgal)                       NAVD 88
 QG0393
 QG0393  VERT ORDER  -  SECOND    CLASS 0
 QG0393
 QG0393.The horizontal coordinates were scaled from a topographic map and have
 QG0393.an estimated accuracy of +/- 6 seconds.
 QG0393
 QG0393.The orthometric height was determined by differential leveling
 QG0393.and adjusted by the National Geodetic Survey in June 1991..
 QG0393
 QG0393.The geoid height was determined by GEOID03.
 QG0393
 QG0393.The dynamic height is computed by dividing the NAVD 88
 QG0393.geopotential number by the normal gravity value computed on the
 QG0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0393.degrees latitude (g = 980.6199 gals.).
 QG0393
 QG0393.The modeled gravity was interpolated from observed gravity values.
 QG0393
 QG0393;                    North         East    Units  Estimated Accuracy
 QG0393;SPC ME E     -   185,390.      267,950.      MT  (+/- 180 meters Scaled)
 QG0393
 QG0393                          SUPERSEDED SURVEY CONTROL
 QG0393
 QG0393  NGVD 29 (??/??/92)  139.828  (m)          458.75   (f) ADJ UNCH    2 0
 QG0393
 QG0393.Superseded values are not recommended for survey control.
 QG0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0393.See file dsdata.txt to determine how the superseded data were derived.
 QG0393
 QG0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL071201(NAD 83)
 QG0393_MARKER: DB = BENCH MARK DISK
 QG0393_SETTING: 80 = SET IN A BOULDER
 QG0393_SP_SET: BOULDER
 QG0393_STAMPING: C 63 1935
 QG0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0393+STABILITY: SURFACE MOTION
 QG0393
 QG0393  HISTORY     - Date     Condition        Report By
 QG0393  HISTORY     - 1935     MONUMENTED       CGS
 QG0393  HISTORY     - 1953     GOOD             NGS
 QG0393
 QG0393                          STATION DESCRIPTION
 QG0393
 QG0393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 QG0393'0.8 MI N FROM ADAMS.
 QG0393'0.85 MILE NORTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM THE
 QG0393'CROSSING OF CANADIAN PACIFIC RAILWAY AT ADAMS, 29 FEET EAST OF
 QG0393'EAST RAIL OF EAST TRACK, 42 FEET EAST OF EAST RAIL OF MAIN TRACK,
 QG0393'30 YARDS SOUTH OF PIPE CULVERT NO. 17.14, 63 FEET NORTH OF THE
 QG0393'FIFTH TELEPHONE POLE NORTH OF MILE POLE 17, IN THE TOP OF THE
 QG0393'WEST EDGE OF A 2 1/2-FOOT HIGH 5 BY 6-FOOT BOULDER WITH ONLY WEST
 QG0393'PORTION OF BOULDER EXPOSED AND ABOUT 1 1/2 FEET BELOW TOP OF RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0087 ***********************************************************************
 QF0087  DESIGNATION -  C 65
 QF0087  PID         -  QF0087
 QF0087  STATE/COUNTY-  ME/WASHINGTON
 QF0087  USGS QUAD   -  DEVILS HEAD (1977)
 QF0087
 QF0087                         *CURRENT SURVEY CONTROL
 QF0087  ___________________________________________________________________
 QF0087* NAD 83(1986)-  45 09 54.     (N)    067 12 37.     (W)     SCALED    
 QF0087* NAVD 88     -        30.395  (meters)      99.72   (feet)  ADJUSTED  
 QF0087  ___________________________________________________________________
 QF0087  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 QF0087  DYNAMIC HT  -          30.395 (meters)      99.72  (feet)  COMP
 QF0087  MODELED GRAV-     980,624.3   (mgal)                       NAVD 88
 QF0087
 QF0087  VERT ORDER  -  FIRST     CLASS II
 QF0087
 QF0087.The horizontal coordinates were scaled from a topographic map and have
 QF0087.an estimated accuracy of +/- 6 seconds.
 QF0087
 QF0087.The orthometric height was determined by differential leveling
 QF0087.and adjusted by the National Geodetic Survey in June 1991..
 QF0087
 QF0087.The geoid height was determined by GEOID03.
 QF0087
 QF0087.The dynamic height is computed by dividing the NAVD 88
 QF0087.geopotential number by the normal gravity value computed on the
 QF0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0087.degrees latitude (g = 980.6199 gals.).
 QF0087
 QF0087.The modeled gravity was interpolated from observed gravity values.
 QF0087
 QF0087;                    North         East    Units  Estimated Accuracy
 QF0087;SPC ME E     -   167,290.      401,390.      MT  (+/- 180 meters Scaled)
 QF0087
 QF0087                          SUPERSEDED SURVEY CONTROL
 QF0087
 QF0087.No superseded survey control is available for this station.
 QF0087
 QF0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL406028(NAD 83)
 QF0087_MARKER: DB = BENCH MARK DISK
 QF0087_SETTING: 66 = SET IN ROCK OUTCROP
 QF0087_SP_SET: ROCK OUTCROP
 QF0087_STAMPING: C 65 1935
 QF0087_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0087+STABILITY: POSITION/ELEVATION WELL
 QF0087
 QF0087  HISTORY     - Date     Condition        Report By
 QF0087  HISTORY     - 1935     MONUMENTED       CGS
 QF0087  HISTORY     - 1946     GOOD             NGS
 QF0087  HISTORY     - 1978     GOOD             NGS
 QF0087
 QF0087                          STATION DESCRIPTION
 QF0087
 QF0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QF0087'4.1 MI SE FROM CALAIS.
 QF0087'4.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 QF0087'CALAIS, WASHINGTON COUNTY, ABOUT 60 YARDS SOUTHEAST OF A CAMP
 QF0087'SITE, ABOUT 50 YARDS SOUTHEAST OF THE CENTER OF THE JUNCTION OF
 QF0087'A COUNTY ROAD, 64 FEET SOUTHWEST OF THE CENTER LINE OF HIGHWAY, IN
 QF0087'THE TOP OF A ROCK OUTCROP, AND ABOUT 1/2 FOOT ABOVE GROUND.  A
 QF0087'STANDARD DISK, STAMPED C 65 1935.
 QF0087
 QF0087                          STATION RECOVERY (1946)
 QF0087
 QF0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 QF0087'RECOVERED IN GOOD CONDITION.
 QF0087
 QF0087                          STATION RECOVERY (1978)
 QF0087
 QF0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QF0087'ADD-ALSO 4.6 MILES NORTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE
 QF0087'AT RED BEACH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0034 ***********************************************************************
 PD0034  DESIGNATION -  C 66
 PD0034  PID         -  PD0034
 PD0034  STATE/COUNTY-  ME/WASHINGTON
 PD0034  USGS QUAD   -  PEMBROKE (1977)
 PD0034
 PD0034                         *CURRENT SURVEY CONTROL
 PD0034  ___________________________________________________________________
 PD0034* NAD 83(1986)-  44 57 09.     (N)    067 09 09.     (W)     SCALED    
 PD0034* NAVD 88     -        14.544  (meters)      47.72   (feet)  ADJUSTED  
 PD0034  ___________________________________________________________________
 PD0034  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 PD0034  DYNAMIC HT  -          14.544 (meters)      47.72  (feet)  COMP
 PD0034  MODELED GRAV-     980,615.6   (mgal)                       NAVD 88
 PD0034
 PD0034  VERT ORDER  -  SECOND    CLASS 0
 PD0034
 PD0034.The horizontal coordinates were scaled from a topographic map and have
 PD0034.an estimated accuracy of +/- 6 seconds.
 PD0034
 PD0034.The orthometric height was determined by differential leveling
 PD0034.and adjusted by the National Geodetic Survey in June 1991..
 PD0034
 PD0034.The geoid height was determined by GEOID03.
 PD0034
 PD0034.The dynamic height is computed by dividing the NAVD 88
 PD0034.geopotential number by the normal gravity value computed on the
 PD0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0034.degrees latitude (g = 980.6199 gals.).
 PD0034
 PD0034.The modeled gravity was interpolated from observed gravity values.
 PD0034
 PD0034;                    North         East    Units  Estimated Accuracy
 PD0034;SPC ME E     -   143,750.      406,320.      MT  (+/- 180 meters Scaled)
 PD0034
 PD0034                          SUPERSEDED SURVEY CONTROL
 PD0034
 PD0034  NGVD 29 (??/??/92)   14.741  (m)           48.36   (f) ADJ UNCH    2 0
 PD0034
 PD0034.Superseded values are not recommended for survey control.
 PD0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0034.See file dsdata.txt to determine how the superseded data were derived.
 PD0034
 PD0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK457793(NAD 83)
 PD0034_MARKER: DB = BENCH MARK DISK
 PD0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PD0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PD0034_STAMPING: C 66 1935
 PD0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0034+STABILITY: SURFACE MOTION
 PD0034
 PD0034  HISTORY     - Date     Condition        Report By
 PD0034  HISTORY     - 1935     MONUMENTED       CGS
 PD0034  HISTORY     - 1946     POOR             NGS
 PD0034
 PD0034                          STATION DESCRIPTION
 PD0034
 PD0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PD0034'0.6 MI E FROM PEMBROKE.
 PD0034'0.6 MILE EAST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 PD0034'PEMBROKE, WASHINGTON COUNTY, ABOUT 0.7 MILE SOUTHWEST OF THE
 PD0034'PEMBROKE-PERRY TOWN LINE, ABOUT 57 FEET EAST OF THE ENTRANCE TO
 PD0034'A FARMHOUSE, 44.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 PD0034'FARMHOUSE, AT THE SOUTHEAST CORNER OF A FARMYARD, AND 24 FEET
 PD0034'NORTH OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK,
 PD0034'STAMPED C 66 1935 AND SET IN THE TOP OF A CONCRETE POST
 PD0034'PROJECTING ABOUT 1/2 FOOT ABOVE GROUND.
 PD0034
 PD0034                          STATION RECOVERY (1946)
 PD0034
 PD0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 PD0034'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0075 ***********************************************************************
 PD0075  DESIGNATION -  C 67
 PD0075  PID         -  PD0075
 PD0075  STATE/COUNTY-  ME/WASHINGTON
 PD0075  USGS QUAD   -  WEST LUBEC (1975)
 PD0075
 PD0075                         *CURRENT SURVEY CONTROL
 PD0075  ___________________________________________________________________
 PD0075* NAD 83(1986)-  44 50 19.     (N)    067 01 10.     (W)     SCALED    
 PD0075* NAVD 88     -        24.236  (meters)      79.51   (feet)  POSTED    
 PD0075  ___________________________________________________________________
 PD0075  GEOID HEIGHT-         -22.37  (meters)                     GEOID03
 PD0075  DYNAMIC HT  -          24.240 (meters)      79.53  (feet)  COMP
 PD0075  MODELED GRAV-     980,624.0   (mgal)                       NAVD 88
 PD0075
 PD0075  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 PD0075
 PD0075.The horizontal coordinates were scaled from a topographic map and have
 PD0075.an estimated accuracy of +/- 6 seconds.
 PD0075
 PD0075.The orthometric height was determined by differential leveling
 PD0075.and adjusted by the National Geodetic Survey in 1992..
 PD0075.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 PD0075.rate of 3.1 thru 4.0 mm/km.
 PD0075
 PD0075.The geoid height was determined by GEOID03.
 PD0075
 PD0075.The dynamic height is computed by dividing the NAVD 88
 PD0075.geopotential number by the normal gravity value computed on the
 PD0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0075.degrees latitude (g = 980.6199 gals.).
 PD0075
 PD0075.The modeled gravity was interpolated from observed gravity values.
 PD0075
 PD0075;                    North         East    Units  Estimated Accuracy
 PD0075;SPC ME E     -   131,280.      417,050.      MT  (+/- 180 meters Scaled)
 PD0075
 PD0075                          SUPERSEDED SURVEY CONTROL
 PD0075
 PD0075  NGVD 29 (??/??/92)   24.410  (m)           80.09   (f) ADJ UNCH    2 0
 PD0075
 PD0075.Superseded values are not recommended for survey control.
 PD0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0075.See file dsdata.txt to determine how the superseded data were derived.
 PD0075
 PD0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK565669(NAD 83)
 PD0075_MARKER: DB = BENCH MARK DISK
 PD0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PD0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PD0075_STAMPING: C 67 1935
 PD0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0075+STABILITY: SURFACE MOTION
 PD0075
 PD0075  HISTORY     - Date     Condition        Report By
 PD0075  HISTORY     - 1935     MONUMENTED       CGS
 PD0075  HISTORY     - 1960     GOOD             NGS
 PD0075
 PD0075                          STATION DESCRIPTION
 PD0075
 PD0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PD0075'1.8 MI SW FROM LUBEC.
 PD0075'1.8 MILES SOUTHWEST ALONG STATE HIGHWAY 189 FROM THE PUBLIC
 PD0075'SCHOOL AT LUBEC, WASHINGTON COUNTY, ABOUT 92 FEET SOUTHWEST OF
 PD0075'A HOUSE, 42 FEET WEST OF THE CENTER LINE OF THE DRIVEWAY,
 PD0075'27 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 2 FEET SOUTH OF A
 PD0075'WOODEN WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.  A
 PD0075'STANDARD DISK, STAMPED C 67 1935 AND SET IN THE TOP OF A CONCRETE
 PD0075'POST PROJECTING ABOUT 1/2 FOOT ABOVE GROUND.
 PD0075
 PD0075                          STATION RECOVERY (1960)
 PD0075
 PD0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 PD0075'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0055 ***********************************************************************
 PD0055  DESIGNATION -  C 68
 PD0055  PID         -  PD0055
 PD0055  STATE/COUNTY-  ME/WASHINGTON
 PD0055  USGS QUAD   -  CUTLER (1993)
 PD0055
 PD0055                         *CURRENT SURVEY CONTROL
 PD0055  ___________________________________________________________________
 PD0055* NAD 83(1986)-  44 41 08.     (N)    067 12 43.     (W)     SCALED    
 PD0055* NAVD 88     -        54.018  (meters)     177.22   (feet)  ADJUSTED  
 PD0055  ___________________________________________________________________
 PD0055  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 PD0055  DYNAMIC HT  -          54.018 (meters)     177.22  (feet)  COMP
 PD0055  MODELED GRAV-     980,616.4   (mgal)                       NAVD 88
 PD0055
 PD0055  VERT ORDER  -  SECOND    CLASS 0
 PD0055
 PD0055.The horizontal coordinates were scaled from a topographic map and have
 PD0055.an estimated accuracy of +/- 6 seconds.
 PD0055
 PD0055.The orthometric height was determined by differential leveling
 PD0055.and adjusted by the National Geodetic Survey in June 1991..
 PD0055
 PD0055.The geoid height was determined by GEOID03.
 PD0055
 PD0055.The dynamic height is computed by dividing the NAVD 88
 PD0055.geopotential number by the normal gravity value computed on the
 PD0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0055.degrees latitude (g = 980.6199 gals.).
 PD0055
 PD0055.The modeled gravity was interpolated from observed gravity values.
 PD0055
 PD0055;                    North         East    Units  Estimated Accuracy
 PD0055;SPC ME E     -   114,010.      402,100.      MT  (+/- 180 meters Scaled)
 PD0055
 PD0055                          SUPERSEDED SURVEY CONTROL
 PD0055
 PD0055  NGVD 29 (??/??/92)   54.216  (m)          177.87   (f) ADJ UNCH    2 0
 PD0055
 PD0055.Superseded values are not recommended for survey control.
 PD0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0055.See file dsdata.txt to determine how the superseded data were derived.
 PD0055
 PD0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK416495(NAD 83)
 PD0055_MARKER: DB = BENCH MARK DISK
 PD0055_SETTING: 66 = SET IN ROCK OUTCROP
 PD0055_SP_SET: ROCK OUTCROP
 PD0055_STAMPING: C 68 1935
 PD0055_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0055+STABILITY: POSITION/ELEVATION WELL
 PD0055
 PD0055  HISTORY     - Date     Condition        Report By
 PD0055  HISTORY     - 1935     MONUMENTED       CGS
 PD0055  HISTORY     - 1946     MARK NOT FOUND   NGS
 PD0055
 PD0055                          STATION DESCRIPTION
 PD0055
 PD0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PD0055'2.2 MI NE FROM CUTLER.
 PD0055'2.2 MILES NORTHEAST ALONG THE WHITING ROAD FROM THE POST OFFICE
 PD0055'AT CUTLER, WASHINGTON COUNTY, ABOUT 0.3 MILE SOUTH OF ANDREWS
 PD0055'MEADOW BROOK, ON THE SOUTH SIDE OF A HIGH HILL, 35 FEET SOUTH
 PD0055'OF THE CENTER LINE OF THE ROAD, IN THE TOP OF A SMALL ROCK
 PD0055'OUTCROP, AND ABOUT 1/2 FOOT ABOVE GROUND.  A STANDARD DISK,
 PD0055'STAMPED C 68 1935.
 PD0055
 PD0055                          STATION RECOVERY (1946)
 PD0055
 PD0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 PD0055'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0341 ***********************************************************************
 PD0341  DESIGNATION -  C 69
 PD0341  PID         -  PD0341
 PD0341  STATE/COUNTY-  ME/WASHINGTON
 PD0341  USGS QUAD   -  HARRINGTON (1975)
 PD0341
 PD0341                         *CURRENT SURVEY CONTROL
 PD0341  ___________________________________________________________________
 PD0341* NAD 83(1986)-  44 35 05.     (N)    067 51 36.     (W)     SCALED    
 PD0341* NAVD 88     -        33.330  (meters)     109.35   (feet)  ADJUSTED  
 PD0341  ___________________________________________________________________
 PD0341  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 PD0341  DYNAMIC HT  -          33.329 (meters)     109.35  (feet)  COMP
 PD0341  MODELED GRAV-     980,587.0   (mgal)                       NAVD 88
 PD0341
 PD0341  VERT ORDER  -  SECOND    CLASS 0
 PD0341
 PD0341.The horizontal coordinates were scaled from a topographic map and have
 PD0341.an estimated accuracy of +/- 6 seconds.
 PD0341
 PD0341.The orthometric height was determined by differential leveling
 PD0341.and adjusted by the National Geodetic Survey in June 1991..
 PD0341
 PD0341.The geoid height was determined by GEOID03.
 PD0341
 PD0341.The dynamic height is computed by dividing the NAVD 88
 PD0341.geopotential number by the normal gravity value computed on the
 PD0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0341.degrees latitude (g = 980.6199 gals.).
 PD0341
 PD0341.The modeled gravity was interpolated from observed gravity values.
 PD0341
 PD0341;                    North         East    Units  Estimated Accuracy
 PD0341;SPC ME E     -   102,200.      350,820.      MT  (+/- 180 meters Scaled)
 PD0341
 PD0341                          SUPERSEDED SURVEY CONTROL
 PD0341
 PD0341  NGVD 29 (??/??/92)   33.534  (m)          110.02   (f) ADJ UNCH    2 0
 PD0341
 PD0341.Superseded values are not recommended for survey control.
 PD0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0341.See file dsdata.txt to determine how the superseded data were derived.
 PD0341
 PD0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK904374(NAD 83)
 PD0341_MARKER: DB = BENCH MARK DISK
 PD0341_SETTING: 66 = SET IN ROCK OUTCROP
 PD0341_SP_SET: BEDROCK
 PD0341_STAMPING: C 69 1935
 PD0341_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0341+STABILITY: POSITION/ELEVATION WELL
 PD0341
 PD0341  HISTORY     - Date     Condition        Report By
 PD0341  HISTORY     - 1935     MONUMENTED       CGS
 PD0341  HISTORY     - 1962     GOOD             NGS
 PD0341  HISTORY     - 1966     GOOD             NGS
 PD0341
 PD0341                          STATION DESCRIPTION
 PD0341
 PD0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PD0341'3.6 MI NE FROM MILBRIDGE.
 PD0341'3.4 MILES NORTHEAST ALONG U.S. HIGHWAY 1A FROM THE POST OFFICE AT
 PD0341'MILBRIDGE, THENCE 0.2 MILE NORTHEAST ALONG A GRAVEL ROAD (OLD U.S.
 PD0341'HIGHWAY 1A) ABOUT 0.6 MILE SOUTHWEST OF THE HARRINGTON-MILBRIDGE
 PD0341'TOWN LINE, NEAR THE NORTHEAST CORNER OF A YARD, SET ON TOP AND
 PD0341'AT ABOUT HIGHEST PART OF A 3-BY-3-FOOT EXPOSED BEDROCK, 54.4 FEET
 PD0341'NORTHEAST OF THE NORTHEAST CORNER OF A ONE-STORY LONE FARM
 PD0341'HOUSE, 25 FEET SOUTHEAST OF THE CENTER LINE OF THE ABANDONED
 PD0341'HIGHWAY BED AND 6 INCHES ABOVE THE LEVEL OF THE GROUND.
 PD0341
 PD0341                          STATION RECOVERY (1966)
 PD0341
 PD0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 PD0341'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0117 ***********************************************************************
 PE0117  DESIGNATION -  C 7
 PE0117  PID         -  PE0117
 PE0117  STATE/COUNTY-  ME/HANCOCK
 PE0117  USGS QUAD   -  EASTBROOK (1981)
 PE0117
 PE0117                         *CURRENT SURVEY CONTROL
 PE0117  ___________________________________________________________________
 PE0117* NAD 83(1986)-  44 40 40.     (N)    068 15 58.     (W)     SCALED    
 PE0117* NAVD 88     -        52.179  (meters)     171.19   (feet)  ADJUSTED  
 PE0117  ___________________________________________________________________
 PE0117  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 PE0117  DYNAMIC HT  -          52.176 (meters)     171.18  (feet)  COMP
 PE0117  MODELED GRAV-     980,547.1   (mgal)                       NAVD 88
 PE0117
 PE0117  VERT ORDER  -  SECOND    CLASS 0
 PE0117
 PE0117.The horizontal coordinates were scaled from a topographic map and have
 PE0117.an estimated accuracy of +/- 6 seconds.
 PE0117
 PE0117.The orthometric height was determined by differential leveling
 PE0117.and adjusted by the National Geodetic Survey in June 1991..
 PE0117
 PE0117.The geoid height was determined by GEOID03.
 PE0117
 PE0117.The dynamic height is computed by dividing the NAVD 88
 PE0117.geopotential number by the normal gravity value computed on the
 PE0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0117.degrees latitude (g = 980.6199 gals.).
 PE0117
 PE0117.The modeled gravity was interpolated from observed gravity values.
 PE0117
 PE0117;                    North         East    Units  Estimated Accuracy
 PE0117;SPC ME E     -   112,370.      318,540.      MT  (+/- 180 meters Scaled)
 PE0117
 PE0117                          SUPERSEDED SURVEY CONTROL
 PE0117
 PE0117  NGVD 29 (??/??/92)   52.379  (m)          171.85   (f) ADJ UNCH    2 0
 PE0117
 PE0117.Superseded values are not recommended for survey control.
 PE0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0117.See file dsdata.txt to determine how the superseded data were derived.
 PE0117
 PE0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK581474(NAD 83)
 PE0117_MARKER: DD = SURVEY DISK
 PE0117_SETTING: 80 = SET IN A BOULDER
 PE0117_SP_SET: BOULDER
 PE0117_STAMPING: C 7 1930
 PE0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0117+STABILITY: SURFACE MOTION
 PE0117
 PE0117  HISTORY     - Date     Condition        Report By
 PE0117  HISTORY     - 1930     MONUMENTED       USGS
 PE0117  HISTORY     - 1953     GOOD             NGS
 PE0117  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 PE0117
 PE0117                          STATION DESCRIPTION
 PE0117
 PE0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 PE0117'AT EASTBROOK.
 PE0117'AT EASTBROOK, AT THE JUNCTION OF STATE HIGHWAY 200 AND A ROAD
 PE0117'LEADING NORTHEAST OF MOLASSES POND, AT EASTBROOK BAPTIST CHURCH,
 PE0117'ON THE INSIDE OF A CURVE IN HIGHWAY WITH TANGENTS EXTENDING
 PE0117'NORTH AND SOUTHWEST, 29 FEET NORTHWEST OF CENTER LINE OF
 PE0117'HIGHWAY AT CENTER OF JUNCTION OF ROAD NORTHEAST, 9.4 FEET EAST
 PE0117'OF EAST CORNER OF BAPTIST CHURCH, IN THE TOP OF AN OUTCROP OF ROCK
 PE0117'ABOUT FLUSH WITH GROUND, 2 1/2 FEET SOUTHWEST OF SOUTHWEST EDGE OF
 PE0117'A 9 BY 5-FOOT BOULDER PROJECTING ABOUT 3 FEET, AND ABOUT 3 FEET
 PE0117'ABOVE LEVEL OF HIGHWAY.
 PE0117
 PE0117                          STATION RECOVERY (1987)
 PE0117
 PE0117'RECOVERY NOTE BY US POWER SQUADRON 1987 (ELG)
 PE0117'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0223 ***********************************************************************
 QG0223  DESIGNATION -  C 7
 QG0223  PID         -  QG0223
 QG0223  STATE/COUNTY-  ME/PENOBSCOT
 QG0223  USGS QUAD   -  BOWERS MOUNTAIN (1988)
 QG0223
 QG0223                         *CURRENT SURVEY CONTROL
 QG0223  ___________________________________________________________________
 QG0223* NAD 83(1986)-  45 25 08.     (N)    068 00 57.     (W)     SCALED    
 QG0223* NAVD 88     -       203.735  (meters)     668.42   (feet)  ADJUSTED  
 QG0223  ___________________________________________________________________
 QG0223  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 QG0223  DYNAMIC HT  -         203.733 (meters)     668.41  (feet)  COMP
 QG0223  MODELED GRAV-     980,603.1   (mgal)                       NAVD 88
 QG0223
 QG0223  VERT ORDER  -  SECOND    CLASS 0
 QG0223
 QG0223.The horizontal coordinates were scaled from a topographic map and have
 QG0223.an estimated accuracy of +/- 6 seconds.
 QG0223
 QG0223.The orthometric height was determined by differential leveling
 QG0223.and adjusted by the National Geodetic Survey in June 1991..
 QG0223
 QG0223.The geoid height was determined by GEOID03.
 QG0223
 QG0223.The dynamic height is computed by dividing the NAVD 88
 QG0223.geopotential number by the normal gravity value computed on the
 QG0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0223.degrees latitude (g = 980.6199 gals.).
 QG0223
 QG0223.The modeled gravity was interpolated from observed gravity values.
 QG0223
 QG0223;                    North         East    Units  Estimated Accuracy
 QG0223;SPC ME E     -   194,810.      337,890.      MT  (+/- 180 meters Scaled)
 QG0223
 QG0223                          SUPERSEDED SURVEY CONTROL
 QG0223
 QG0223  NGVD 29 (??/??/92)  203.932  (m)          669.07   (f) ADJ UNCH    2 0
 QG0223
 QG0223.Superseded values are not recommended for survey control.
 QG0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0223.See file dsdata.txt to determine how the superseded data were derived.
 QG0223
 QG0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL770299(NAD 83)
 QG0223_MARKER: DD = SURVEY DISK
 QG0223_SETTING: 80 = SET IN A BOULDER
 QG0223_SP_SET: BOULDER
 QG0223_STAMPING: C 7 1931
 QG0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0223+STABILITY: SURFACE MOTION
 QG0223
 QG0223  HISTORY     - Date     Condition        Report By
 QG0223  HISTORY     - 1931     MONUMENTED       USGS
 QG0223  HISTORY     - 1935     GOOD             NGS
 QG0223  HISTORY     - 1942     GOOD             NGS
 QG0223
 QG0223                          STATION DESCRIPTION
 QG0223
 QG0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QG0223'1 MI E FROM CARROLL.
 QG0223'1.0 MILE EAST ALONG STATE HIGHWAY 16 FROM THE GENERAL STORE AT
 QG0223'CARROLL, PENOBSCOT COUNTY, AT THE JUNCTION OF A ROAD LEADING
 QG0223'NORTHWEST TO THOMPSON CORNERS, 260 FEET NORTH OF THE CENTER LINE
 QG0223'OF THE HIGHWAY, AT WHITE SCHOOL, 140 FEET NORTH OF THE NORTH END
 QG0223'OF THE SCHOOL BUILDING, 36 FEET WEST OF THE CENTER LINE OF THE
 QG0223'NORTH-AND-SOUTH ROAD, IN THE TOP OF A SMALL GRANITE BOULDER, AND
 QG0223'ABOUT 2 FEET HIGHER THAN THE ROAD.  A UNITED STATES GEOLOGICAL
 QG0223'SURVEY STANDARD DISK, STAMPED C 7 1931.
 QG0223
 QG0223                          STATION RECOVERY (1942)
 QG0223
 QG0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 QG0223'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0188 ***********************************************************************
 PD0188  DESIGNATION -  C 75
 PD0188  PID         -  PD0188
 PD0188  STATE/COUNTY-  ME/WASHINGTON
 PD0188  USGS QUAD   -  LAKE CATHANCE (1987)
 PD0188
 PD0188                         *CURRENT SURVEY CONTROL
 PD0188  ___________________________________________________________________
 PD0188* NAD 83(1986)-  44 59 02.     (N)    067 27 23.     (W)     SCALED    
 PD0188* NAVD 88     -       175.457  (meters)     575.65   (feet)  ADJUSTED  
 PD0188  ___________________________________________________________________
 PD0188  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 PD0188  DYNAMIC HT  -         175.445 (meters)     575.61  (feet)  COMP
 PD0188  MODELED GRAV-     980,545.9   (mgal)                       NAVD 88
 PD0188
 PD0188  VERT ORDER  -  SECOND    CLASS 0
 PD0188
 PD0188.The horizontal coordinates were scaled from a topographic map and have
 PD0188.an estimated accuracy of +/- 6 seconds.
 PD0188
 PD0188.The orthometric height was determined by differential leveling
 PD0188.and adjusted by the National Geodetic Survey in June 1991..
 PD0188
 PD0188.The geoid height was determined by GEOID03.
 PD0188
 PD0188.The dynamic height is computed by dividing the NAVD 88
 PD0188.geopotential number by the normal gravity value computed on the
 PD0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0188.degrees latitude (g = 980.6199 gals.).
 PD0188
 PD0188.The modeled gravity was interpolated from observed gravity values.
 PD0188
 PD0188;                    North         East    Units  Estimated Accuracy
 PD0188;SPC ME E     -   146,880.      382,300.      MT  (+/- 180 meters Scaled)
 PD0188
 PD0188                          SUPERSEDED SURVEY CONTROL
 PD0188
 PD0188  NGVD 29 (??/??/92)  175.659  (m)          576.31   (f) ADJ UNCH    2 0
 PD0188
 PD0188.Superseded values are not recommended for survey control.
 PD0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0188.See file dsdata.txt to determine how the superseded data were derived.
 PD0188
 PD0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK216823(NAD 83)
 PD0188_MARKER: DB = BENCH MARK DISK
 PD0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PD0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PD0188_STAMPING: C 75 1935
 PD0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0188+STABILITY: SURFACE MOTION
 PD0188
 PD0188  HISTORY     - Date     Condition        Report By
 PD0188  HISTORY     - 1935     MONUMENTED       CGS
 PD0188
 PD0188                          STATION DESCRIPTION
 PD0188
 PD0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PD0188'1.1 MI S FROM COOPERS CORNER.
 PD0188'1.1 MILES SOUTH ALONG STATE HIGHWAY 191 FROM COOPERS CORNER,
 PD0188'WASHINGTON COUNTY, 38 FEET WEST OF THE CENTER LINE OF THE
 PD0188'HIGHWAY, AT A SMALL FAMILY CEMETERY, AND 2 FEET SOUTHEAST OF
 PD0188'THE NORTHEAST FENCE CORNER.  A STANDARD DISK, STAMPED C 75
 PD0188'1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 PD0188'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0386 ***********************************************************************
 PD0386  DESIGNATION -  C 76
 PD0386  PID         -  PD0386
 PD0386  STATE/COUNTY-  ME/WASHINGTON
 PD0386  USGS QUAD   -  BOG LAKE (1990)
 PD0386
 PD0386                         *CURRENT SURVEY CONTROL
 PD0386  ___________________________________________________________________
 PD0386* NAD 83(1986)-  44 52 07.     (N)    067 36 49.     (W)     SCALED    
 PD0386* NAVD 88     -        39.542  (meters)     129.73   (feet)  ADJUSTED  
 PD0386  ___________________________________________________________________
 PD0386  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 PD0386  DYNAMIC HT  -          39.540 (meters)     129.72  (feet)  COMP
 PD0386  MODELED GRAV-     980,570.1   (mgal)                       NAVD 88
 PD0386
 PD0386  VERT ORDER  -  SECOND    CLASS 0
 PD0386
 PD0386.The horizontal coordinates were scaled from a topographic map and have
 PD0386.an estimated accuracy of +/- 6 seconds.
 PD0386
 PD0386.The orthometric height was determined by differential leveling
 PD0386.and adjusted by the National Geodetic Survey in June 1991..
 PD0386
 PD0386.The geoid height was determined by GEOID03.
 PD0386
 PD0386.The dynamic height is computed by dividing the NAVD 88
 PD0386.geopotential number by the normal gravity value computed on the
 PD0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0386.degrees latitude (g = 980.6199 gals.).
 PD0386
 PD0386.The modeled gravity was interpolated from observed gravity values.
 PD0386
 PD0386;                    North         East    Units  Estimated Accuracy
 PD0386;SPC ME E     -   133,930.      370,040.      MT  (+/- 180 meters Scaled)
 PD0386
 PD0386                          SUPERSEDED SURVEY CONTROL
 PD0386
 PD0386  NGVD 29 (??/??/92)   39.730  (m)          130.35   (f) ADJ UNCH    2 0
 PD0386
 PD0386.Superseded values are not recommended for survey control.
 PD0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0386.See file dsdata.txt to determine how the superseded data were derived.
 PD0386
 PD0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK095692(NAD 83)
 PD0386_MARKER: DB = BENCH MARK DISK
 PD0386_SETTING: 80 = SET IN A BOULDER
 PD0386_SP_SET: BOULDER
 PD0386_STAMPING: C 76 1935
 PD0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0386+STABILITY: SURFACE MOTION
 PD0386
 PD0386  HISTORY     - Date     Condition        Report By
 PD0386  HISTORY     - 1935     MONUMENTED       CGS
 PD0386
 PD0386                          STATION DESCRIPTION
 PD0386
 PD0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PD0386'6.2 MI SE FROM WESLEY.
 PD0386'6.2 MILES SOUTHEAST ALONG STATE HIGHWAY 192 FROM THE JUNCTION OF
 PD0386'STATE HIGHWAY 9 AT WESLEY, WASHINGTON COUNTY, 175 YARDS SOUTH OF
 PD0386'THE NORTHFIELD-WESLEY TOWN LINE, 36 FEET WEST OF THE CENTER LINE
 PD0386'OF THE HIGHWAY, AND IN THE TOP OF A BOULDER.  A STANDARD DISK,
 PD0386'STAMPED C 76 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0137 ***********************************************************************
 PE0137  DESIGNATION -  C 77
 PE0137  PID         -  PE0137
 PE0137  STATE/COUNTY-  ME/HANCOCK
 PE0137  USGS QUAD   -  ELLSWORTH (1981)
 PE0137
 PE0137                         *CURRENT SURVEY CONTROL
 PE0137  ___________________________________________________________________
 PE0137* NAD 83(1986)-  44 36 31.     (N)    068 26 42.     (W)     SCALED    
 PE0137* NAVD 88     -        39.238  (meters)     128.73   (feet)  ADJUSTED  
 PE0137  ___________________________________________________________________
 PE0137  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 PE0137  DYNAMIC HT  -          39.236 (meters)     128.73  (feet)  COMP
 PE0137  MODELED GRAV-     980,558.5   (mgal)                       NAVD 88
 PE0137
 PE0137  VERT ORDER  -  SECOND    CLASS 0
 PE0137
 PE0137.The horizontal coordinates were scaled from a topographic map and have
 PE0137.an estimated accuracy of +/- 6 seconds.
 PE0137
 PE0137.The orthometric height was determined by differential leveling
 PE0137.and adjusted by the National Geodetic Survey in June 1991..
 PE0137
 PE0137.The geoid height was determined by GEOID03.
 PE0137
 PE0137.The dynamic height is computed by dividing the NAVD 88
 PE0137.geopotential number by the normal gravity value computed on the
 PE0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0137.degrees latitude (g = 980.6199 gals.).
 PE0137
 PE0137.The modeled gravity was interpolated from observed gravity values.
 PE0137
 PE0137;                    North         East    Units  Estimated Accuracy
 PE0137;SPC ME E     -   104,660.      304,370.      MT  (+/- 180 meters Scaled)
 PE0137
 PE0137                          SUPERSEDED SURVEY CONTROL
 PE0137
 PE0137  NGVD 29 (??/??/92)   39.425  (m)          129.35   (f) ADJ UNCH    2 0
 PE0137
 PE0137.Superseded values are not recommended for survey control.
 PE0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0137.See file dsdata.txt to determine how the superseded data were derived.
 PE0137
 PE0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK440396(NAD 83)
 PE0137_MARKER: DB = BENCH MARK DISK
 PE0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0137_STAMPING: C 77 1935
 PE0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0137+STABILITY: SURFACE MOTION
 PE0137
 PE0137  HISTORY     - Date     Condition        Report By
 PE0137  HISTORY     - 1935     MONUMENTED       CGS
 PE0137  HISTORY     - 1953     GOOD             NGS
 PE0137
 PE0137                          STATION DESCRIPTION
 PE0137
 PE0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 PE0137'3.8 MI N FROM ELLSWORTH FALLS.
 PE0137'3.8 MILES NORTH ALONG STATE HIGHWAY 180 FROM THE JUNCTION OF
 PE0137'U.S. HIGHWAY 1 AT ELLSWORTH FALLS, 27 FEET NORTHWEST OF CENTER
 PE0137'LINE OF HIGHWAY, 93 FEET SOUTHWEST OF CENTER LINE OF A WOODS
 PE0137'ROAD LEADING NORTHWEST, 64 FEET NORTHEAST OF NORTHWEST END OF
 PE0137'AN 18-INCH PIPE CULVERT, 101 FEET SOUTHWEST OF POWER POLE NO.
 PE0137'122- BHE - E1457, ABOUT 2 FEET ABOVE LEVEL OF HIGHWAY AND SET
 PE0137'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0208 ***********************************************************************
 QG0208  DESIGNATION -  C 78
 QG0208  PID         -  QG0208
 QG0208  STATE/COUNTY-  ME/PENOBSCOT
 QG0208  USGS QUAD   -  LEE (1988)
 QG0208
 QG0208                         *CURRENT SURVEY CONTROL
 QG0208  ___________________________________________________________________
 QG0208* NAD 83(1986)-  45 22 07.     (N)    068 15 03.     (W)     SCALED    
 QG0208* NAVD 88     -       124.446  (meters)     408.29   (feet)  ADJUSTED  
 QG0208  ___________________________________________________________________
 QG0208  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 QG0208  DYNAMIC HT  -         124.446 (meters)     408.29  (feet)  COMP
 QG0208  MODELED GRAV-     980,613.4   (mgal)                       NAVD 88
 QG0208
 QG0208  VERT ORDER  -  SECOND    CLASS 0
 QG0208
 QG0208.The horizontal coordinates were scaled from a topographic map and have
 QG0208.an estimated accuracy of +/- 6 seconds.
 QG0208
 QG0208.The orthometric height was determined by differential leveling
 QG0208.and adjusted by the National Geodetic Survey in June 1991..
 QG0208
 QG0208.The geoid height was determined by GEOID03.
 QG0208
 QG0208.The dynamic height is computed by dividing the NAVD 88
 QG0208.geopotential number by the normal gravity value computed on the
 QG0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0208.degrees latitude (g = 980.6199 gals.).
 QG0208
 QG0208.The modeled gravity was interpolated from observed gravity values.
 QG0208
 QG0208;                    North         East    Units  Estimated Accuracy
 QG0208;SPC ME E     -   189,140.      319,520.      MT  (+/- 180 meters Scaled)
 QG0208
 QG0208                          SUPERSEDED SURVEY CONTROL
 QG0208
 QG0208  NGVD 29 (??/??/92)  124.641  (m)          408.93   (f) ADJ UNCH    2 0
 QG0208
 QG0208.Superseded values are not recommended for survey control.
 QG0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0208.See file dsdata.txt to determine how the superseded data were derived.
 QG0208
 QG0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL586241(NAD 83)
 QG0208_MARKER: DB = BENCH MARK DISK
 QG0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0208_STAMPING: C 78 1935
 QG0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0208+STABILITY: SURFACE MOTION
 QG0208
 QG0208  HISTORY     - Date     Condition        Report By
 QG0208  HISTORY     - 1935     MONUMENTED       CGS
 QG0208  HISTORY     - 1942     GOOD             NGS
 QG0208
 QG0208                          STATION DESCRIPTION
 QG0208
 QG0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QG0208'1.8 MI E FROM LEE.
 QG0208'1.8 MILES EAST ALONG STATE HIGHWAY 16 FROM THE TOWNHALL AT LEE,
 QG0208'PENOBSCOT COUNTY, 260 FEET EAST OF THE JUNCTION OF A TRACK ROAD
 QG0208'LEADING SOUTH, ACROSS THE HIGHWAY FROM THE EAST END OF A POTATO
 QG0208'STOREHOUSE, 31 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 QG0208'2 FEET NORTH OF A FENCE, AND 3 FEET EAST OF A WHITE WOODEN WITNESS
 QG0208'POST.  A STANDARD DISK, STAMPED C 78 1935 AND SET IN THE TOP OF
 QG0208'A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 QG0208
 QG0208                          STATION RECOVERY (1942)
 QG0208
 QG0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 QG0208'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0041 ***********************************************************************
 PE0041  DESIGNATION -  C 8
 PE0041  PID         -  PE0041
 PE0041  STATE/COUNTY-  ME/HANCOCK
 PE0041  USGS QUAD   -  ELLSWORTH (1981)
 PE0041
 PE0041                         *CURRENT SURVEY CONTROL
 PE0041  ___________________________________________________________________
 PE0041* NAD 83(1986)-  44 33 10.     (N)    068 22 56.     (W)     SCALED    
 PE0041* NAVD 88     -        59.899  (meters)     196.52   (feet)  ADJUSTED  
 PE0041  ___________________________________________________________________
 PE0041  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 PE0041  DYNAMIC HT  -          59.895 (meters)     196.51  (feet)  COMP
 PE0041  MODELED GRAV-     980,563.9   (mgal)                       NAVD 88
 PE0041  OBS GRAVITY -     980,559.8   (mgal)                       GRAV_OBS
 PE0041
 PE0041  VERT ORDER  -  FIRST     CLASS I
 PE0041
 PE0041.The horizontal coordinates were scaled from a topographic map and have
 PE0041.an estimated accuracy of +/- 6 seconds.
 PE0041
 PE0041.The orthometric height was determined by differential leveling
 PE0041.and adjusted by the National Geodetic Survey in June 1991..
 PE0041.WARNING-Repeat measurements at this control monument indicate possible
 PE0041.vertical movement.
 PE0041
 PE0041.The geoid height was determined by GEOID03.
 PE0041
 PE0041.The dynamic height is computed by dividing the NAVD 88
 PE0041.geopotential number by the normal gravity value computed on the
 PE0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0041.degrees latitude (g = 980.6199 gals.).
 PE0041
 PE0041.The modeled gravity was interpolated from observed gravity values.
 PE0041.The observed gravity was obtained from relative gravimeter ties
 PE0041.to the IGSN71 gravity network.
 PE0041
 PE0041;                    North         East    Units  Estimated Accuracy
 PE0041;SPC ME E     -    98,460.      309,360.      MT  (+/- 180 meters Scaled)
 PE0041
 PE0041                          SUPERSEDED SURVEY CONTROL
 PE0041
 PE0041  NGVD 29 (??/??/92)   60.089  (m)          197.14   (f) ADJ UNCH    1 1
 PE0041
 PE0041.Superseded values are not recommended for survey control.
 PE0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0041.See file dsdata.txt to determine how the superseded data were derived.
 PE0041
 PE0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK490334(NAD 83)
 PE0041_MARKER: DB = BENCH MARK DISK
 PE0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0041_STAMPING: C 8 1927 197.201
 PE0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0041+STABILITY: SURFACE MOTION
 PE0041
 PE0041  HISTORY     - Date     Condition        Report By
 PE0041  HISTORY     - 1927     MONUMENTED       CGS
 PE0041  HISTORY     - 1971     GOOD             NGS
 PE0041  HISTORY     - 1978     GOOD             DMA
 PE0041
 PE0041                          STATION DESCRIPTION
 PE0041
 PE0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 PE0041'AT WASHINGTON JUNCTION.
 PE0041'0.1 MILE SOUTHWEST OF THE MAINE CENTRAL RAILROAD STATION AT
 PE0041'WASHINGTON JUNCTION, 28.1 FEET SOUTHEAST OF SOUTHEAST RAIL, 23.9
 PE0041'FEET EAST OF A RAILROAD SIGNAL POLE, 27.5 FEET NORTHEAST OF
 PE0041'CENTER LINE OF MACADAM ROAD, AT THE SOUTHWEST END OF A LUMBER
 PE0041'YARD, 2.7 FEET SOUTHWEST OF WOODEN WITNESS POST, ON A SMALL
 PE0041'RAISED GRASSY AREA, AND SET IN THE TOP OF A 10-INCH-SQUARE,
 PE0041'CONCRETE MONUMENT FLUSH WITH THE GROUND.
 PE0041
 PE0041                          STATION RECOVERY (1978)
 PE0041
 PE0041'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PE0041'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0240 ***********************************************************************
 QG0240  DESIGNATION -  C 8
 QG0240  PID         -  QG0240
 QG0240  STATE/COUNTY-  ME/PENOBSCOT
 QG0240  USGS QUAD   -  BOWERS MOUNTAIN (1988)
 QG0240
 QG0240                         *CURRENT SURVEY CONTROL
 QG0240  ___________________________________________________________________
 QG0240* NAD 83(1986)-  45 27 52.     (N)    068 02 57.     (W)     SCALED    
 QG0240* NAVD 88     -       239.671  (meters)     786.32   (feet)  ADJUSTED  
 QG0240  ___________________________________________________________________
 QG0240  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 QG0240  DYNAMIC HT  -         239.668 (meters)     786.31  (feet)  COMP
 QG0240  MODELED GRAV-     980,595.8   (mgal)                       NAVD 88
 QG0240
 QG0240  VERT ORDER  -  SECOND    CLASS 0
 QG0240
 QG0240.The horizontal coordinates were scaled from a topographic map and have
 QG0240.an estimated accuracy of +/- 6 seconds.
 QG0240
 QG0240.The orthometric height was determined by differential leveling
 QG0240.and adjusted by the National Geodetic Survey in June 1991..
 QG0240
 QG0240.The geoid height was determined by GEOID03.
 QG0240
 QG0240.The dynamic height is computed by dividing the NAVD 88
 QG0240.geopotential number by the normal gravity value computed on the
 QG0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0240.degrees latitude (g = 980.6199 gals.).
 QG0240
 QG0240.The modeled gravity was interpolated from observed gravity values.
 QG0240
 QG0240;                    North         East    Units  Estimated Accuracy
 QG0240;SPC ME E     -   199,850.      335,260.      MT  (+/- 180 meters Scaled)
 QG0240
 QG0240                          SUPERSEDED SURVEY CONTROL
 QG0240
 QG0240  NGVD 29 (??/??/92)  239.859  (m)          786.94   (f) ADJ UNCH    2 0
 QG0240
 QG0240.Superseded values are not recommended for survey control.
 QG0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0240.See file dsdata.txt to determine how the superseded data were derived.
 QG0240
 QG0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL743349(NAD 83)
 QG0240_MARKER: DD = SURVEY DISK
 QG0240_SETTING: 66 = SET IN ROCK OUTCROP
 QG0240_SP_SET: ROCK OUTCROP
 QG0240_STAMPING: C 8 1931
 QG0240_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0240+STABILITY: POSITION/ELEVATION WELL
 QG0240
 QG0240  HISTORY     - Date     Condition        Report By
 QG0240  HISTORY     - 1931     MONUMENTED       USGS
 QG0240  HISTORY     - 1942     GOOD             NGS
 QG0240
 QG0240                          STATION DESCRIPTION
 QG0240
 QG0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 QG0240'5.7 MI N FROM CARROLL.
 QG0240'5.7 MILES NORTH OF CARROLL, PENOBSCOT COUNTY.  THIS BENCH
 QG0240'MARK MAY BE REACHED FROM THE GENERAL STORE BY GOING 1.0 MILE
 QG0240'EAST ALONG STATE HIGHWAY 16, THENCE 4.7 MILES NORTH ALONG
 QG0240'THE THOMPSON CORNERS ROAD.  IT IS 0.3 MILE WEST OF TAR RIDGE
 QG0240'SCHOOL, 190 FEET NROTH OF THE CENTER LINE OF THE ROAD, 105
 QG0240'FEET NORTHWEST OF THE NORTHWEST CORNER OF A SMALL HOUSE WITH
 QG0240'SHINGLE SIDING, IN THE TOP OF A ROCK OUTCROP ON THE WEST SLOPE
 QG0240'OF A SMALL ROCKY HILL, AND LEVEL WITH THE ROAD.  A UNITED STATES
 QG0240'GEOLOGICAL SURVEY STANDARD DISK, STAMPED C 8 1931.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0554 ***********************************************************************
 QG0554  DESIGNATION -  C 80
 QG0554  PID         -  QG0554
 QG0554  STATE/COUNTY-  ME/PENOBSCOT
 QG0554  USGS QUAD   -  MILLINOCKET (1988)
 QG0554
 QG0554                         *CURRENT SURVEY CONTROL
 QG0554  ___________________________________________________________________
 QG0554* NAD 83(1986)-  45 40 50.     (N)    068 44 53.     (W)     SCALED    
 QG0554* NAVD 88     -       170.511  (meters)     559.42   (feet)  ADJUSTED  
 QG0554  ___________________________________________________________________
 QG0554  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 QG0554  DYNAMIC HT  -         170.515 (meters)     559.43  (feet)  COMP
 QG0554  MODELED GRAV-     980,634.9   (mgal)                       NAVD 88
 QG0554
 QG0554  VERT ORDER  -  SECOND    CLASS 0
 QG0554
 QG0554.The horizontal coordinates were scaled from a topographic map and have
 QG0554.an estimated accuracy of +/- 6 seconds.
 QG0554
 QG0554.The orthometric height was determined by differential leveling
 QG0554.and adjusted by the National Geodetic Survey in June 1991..
 QG0554
 QG0554.The geoid height was determined by GEOID03.
 QG0554
 QG0554.The dynamic height is computed by dividing the NAVD 88
 QG0554.geopotential number by the normal gravity value computed on the
 QG0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0554.degrees latitude (g = 980.6199 gals.).
 QG0554
 QG0554.The modeled gravity was interpolated from observed gravity values.
 QG0554
 QG0554;                    North         East    Units  Estimated Accuracy
 QG0554;SPC ME E     -   223,800.      280,680.      MT  (+/- 180 meters Scaled)
 QG0554
 QG0554                          SUPERSEDED SURVEY CONTROL
 QG0554
 QG0554  NGVD 29 (??/??/92)  170.678  (m)          559.97   (f) ADJ UNCH    2 0
 QG0554
 QG0554.Superseded values are not recommended for survey control.
 QG0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0554.See file dsdata.txt to determine how the superseded data were derived.
 QG0554
 QG0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL196585(NAD 83)
 QG0554_MARKER: DB = BENCH MARK DISK
 QG0554_SETTING: 66 = SET IN ROCK OUTCROP
 QG0554_SP_SET: ROCK OUTCROP
 QG0554_STAMPING: C 80 1942
 QG0554_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0554+STABILITY: POSITION/ELEVATION WELL
 QG0554
 QG0554  HISTORY     - Date     Condition        Report By
 QG0554  HISTORY     - 1942     MONUMENTED       CGS
 QG0554
 QG0554                          STATION DESCRIPTION
 QG0554
 QG0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0554'2.1 MI NW FROM MILLINOCKET.
 QG0554'2.1 MILES NORTHWEST ALONG THE BAXTER STATE PARK ROAD FROM THE
 QG0554'BANGOR AND AROOSTOOK RAILROAD STATION AT MILLINOCKET, PENOBSCOT
 QG0554'COUNTY, 105 FEET WEST OF THE INTERSECTION OF THE OLD ROAD, 81
 QG0554'FEET WEST OF A TELEPHONE POLE WITH A GUY WIRE, AT THE MIDDLE
 QG0554'OF A LONG CURVE, 21 FEET NORTHEAST OF THE CENTER LINE OF THE
 QG0554'ROAD, IN THE TOP OF THE SOUTHEAST END OF A GRANITE ROCK
 QG0554'OUTCROP, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED
 QG0554'C 80 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0683 ***********************************************************************
 QG0683  DESIGNATION -  C 81
 QG0683  PID         -  QG0683
 QG0683  STATE/COUNTY-  ME/PISCATAQUIS
 QG0683  USGS QUAD   -  DOUBLETOP MTN (1988)
 QG0683
 QG0683                         *CURRENT SURVEY CONTROL
 QG0683  ___________________________________________________________________
 QG0683* NAD 83(1986)-  45 53 36.     (N)    069 00 47.     (W)     SCALED    
 QG0683* NAVD 88     -       326.517  (meters)    1071.25   (feet)  ADJUSTED  
 QG0683  ___________________________________________________________________
 QG0683  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 QG0683  DYNAMIC HT  -         326.516 (meters)    1071.24  (feet)  COMP
 QG0683  MODELED GRAV-     980,601.9   (mgal)                       NAVD 88
 QG0683
 QG0683  VERT ORDER  -  SECOND    CLASS 0
 QG0683
 QG0683.The horizontal coordinates were scaled from a topographic map and have
 QG0683.an estimated accuracy of +/- 6 seconds.
 QG0683
 QG0683.The orthometric height was determined by differential leveling
 QG0683.and adjusted by the National Geodetic Survey in June 1991..
 QG0683
 QG0683.The geoid height was determined by GEOID03.
 QG0683
 QG0683.The dynamic height is computed by dividing the NAVD 88
 QG0683.geopotential number by the normal gravity value computed on the
 QG0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0683.degrees latitude (g = 980.6199 gals.).
 QG0683
 QG0683.The modeled gravity was interpolated from observed gravity values.
 QG0683
 QG0683;                    North         East    Units  Estimated Accuracy
 QG0683;SPC ME E     -   247,550.      260,190.      MT  (+/- 180 meters Scaled)
 QG0683
 QG0683                          SUPERSEDED SURVEY CONTROL
 QG0683
 QG0683  NGVD 29 (??/??/92)  326.672  (m)         1071.76   (f) ADJ UNCH    2 0
 QG0683
 QG0683.Superseded values are not recommended for survey control.
 QG0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0683.See file dsdata.txt to determine how the superseded data were derived.
 QG0683
 QG0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL989821(NAD 83)
 QG0683_MARKER: DB = BENCH MARK DISK
 QG0683_SETTING: 80 = SET IN A BOULDER
 QG0683_SP_SET: BOULDER
 QG0683_STAMPING: C 81 1942
 QG0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0683+STABILITY: SURFACE MOTION
 QG0683
 QG0683  HISTORY     - Date     Condition        Report By
 QG0683  HISTORY     - 1942     MONUMENTED       CGS
 QG0683
 QG0683                          STATION DESCRIPTION
 QG0683
 QG0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0683'25.2 MI NW FROM MILLINOCKET.
 QG0683'IN PISCATAQUIS COUNTY, 25.2 MILES NORTHWEST ALONG THE BAXTER
 QG0683'STATE PARK ROAD FROM THE BANGOR AND AROOSTOOK RAILROAD STATION
 QG0683'AT MILLINOCKET, PENOBSCOT COUNTY, 1.0 MILE NORTHWEST OF THE
 QG0683'KATAHDIN STREAM RANGER STATION, 350 FEET WEST OF A BRIDGE OVER A
 QG0683'SMALL STREAM, ON THE OUTSIDE OF A SHARP CURVE, 9.5 FEET NORTH
 QG0683'OF THE CENTER LINE OF THE ROAD, IN THE TOP OF THE SOUTH END OF
 QG0683'A 10- BY 20-FOOT BOULDER, ABOUT 3 FEET HIGHER THAN THE ROAD, AND
 QG0683'ABOUT 2 FEET BELOW THE TOP OF THE BOULDER.  A STANDARD DISK,
 QG0683'STAMPED C 81 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0562 ***********************************************************************
 QG0562  DESIGNATION -  C 82 RESET 1943
 QG0562  PID         -  QG0562
 QG0562  STATE/COUNTY-  ME/PENOBSCOT
 QG0562  USGS QUAD   -  MILLINOCKET (1988)
 QG0562
 QG0562                         *CURRENT SURVEY CONTROL
 QG0562  ___________________________________________________________________
 QG0562* NAD 83(1986)-  45 38 52.     (N)    068 41 33.     (W)     SCALED    
 QG0562* NAVD 88     -       123.82   (meters)     406.2    (feet)  RESET     
 QG0562  ___________________________________________________________________
 QG0562  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 QG0562
 QG0562  VERT ORDER  -  THIRD
 QG0562
 QG0562.This mark is at Millinocket Airport (MLT)
 QG0562
 QG0562.The horizontal coordinates were scaled from a topographic map and have
 QG0562.an estimated accuracy of +/- 6 seconds.
 QG0562
 QG0562.The orthometric height was computed from unverified reset data.
 QG0562
 QG0562.The geoid height was determined by GEOID03.
 QG0562
 QG0562;                    North         East    Units  Estimated Accuracy
 QG0562;SPC ME E     -   220,150.      285,000.      MT  (+/- 180 meters Scaled)
 QG0562
 QG0562                          SUPERSEDED SURVEY CONTROL
 QG0562
 QG0562  NGVD 29 (??/??/??)  123.99   (m)          406.8    (f) RESET       3  
 QG0562
 QG0562.Superseded values are not recommended for survey control.
 QG0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0562.See file dsdata.txt to determine how the superseded data were derived.
 QG0562
 QG0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL239549(NAD 83)
 QG0562_MARKER: DB = BENCH MARK DISK
 QG0562_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QG0562_SP_SET: BRICK WALL
 QG0562_STAMPING: C 82 RESET 1943
 QG0562_MAGNETIC: N = NO MAGNETIC MATERIAL
 QG0562_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG0562
 QG0562  HISTORY     - Date     Condition        Report By
 QG0562  HISTORY     - 1943     MONUMENTED       CAB
 QG0562  HISTORY     - 19951013 GOOD             CHANCE
 QG0562  HISTORY     - 20060519 GOOD             USPSQD
 QG0562
 QG0562                          STATION DESCRIPTION
 QG0562
 QG0562'DESCRIBED BY CIVIL AERONAUTICS BOARD 1943
 QG0562'1.2 MI S FROM MILLINOCKET.
 QG0562'1.2 MILES SOUTH OF THE POST OFFICE AT MILLINOCKET, PENOBSCOT
 QG0562'COUNTY, AT MILLINOCKET MUNICIPAL AIRPORT, IN THE NORTH FACE
 QG0562'OF THE BRICK TRANSFORMER VAULT, 1.6 FEET EAST OF THE NORTHWEST
 QG0562'CORNER, AND 3 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED
 QG0562'C 82 RESET 1943 AND SET VERTICALLY.
 QG0562
 QG0562                          STATION RECOVERY (1995)
 QG0562
 QG0562'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KB)
 QG0562'RECOVERED AS DESCRIBED.
 QG0562
 QG0562                          STATION RECOVERY (2006)
 QG0562
 QG0562'RECOVERY NOTE BY US POWER SQUADRON 2006 (AMW)
 QG0562'THE MARK IS JUST THE THE LEFT ON MEDWAY ROAD. THE TRANSFORMER VAULT
 QG0562'IS BEFORE YOU REACH THE AIRPORT MAIN BUILDINGS AND IS NO LONGER USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0004 ***********************************************************************
 QG0004  DESIGNATION -  C 83
 QG0004  PID         -  QG0004
 QG0004  STATE/COUNTY-  ME/PENOBSCOT
 QG0004  USGS QUAD   -  MATTAWAMKEAG (1988)
 QG0004
 QG0004                         *CURRENT SURVEY CONTROL
 QG0004  ___________________________________________________________________
 QG0004* NAD 83(1986)-  45 31 11.     (N)    068 18 45.     (W)     SCALED    
 QG0004* NAVD 88     -        94.639  (meters)     310.49   (feet)  ADJUSTED  
 QG0004  ___________________________________________________________________
 QG0004  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 QG0004  DYNAMIC HT  -          94.641 (meters)     310.50  (feet)  COMP
 QG0004  MODELED GRAV-     980,629.1   (mgal)                       NAVD 88
 QG0004
 QG0004  VERT ORDER  -  FIRST     CLASS II
 QG0004
 QG0004.The horizontal coordinates were scaled from a topographic map and have
 QG0004.an estimated accuracy of +/- 6 seconds.
 QG0004
 QG0004.The orthometric height was determined by differential leveling
 QG0004.and adjusted by the National Geodetic Survey in June 1991..
 QG0004
 QG0004.The geoid height was determined by GEOID03.
 QG0004
 QG0004.The dynamic height is computed by dividing the NAVD 88
 QG0004.geopotential number by the normal gravity value computed on the
 QG0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0004.degrees latitude (g = 980.6199 gals.).
 QG0004
 QG0004.The modeled gravity was interpolated from observed gravity values.
 QG0004
 QG0004;                    North         East    Units  Estimated Accuracy
 QG0004;SPC ME E     -   205,920.      314,650.      MT  (+/- 180 meters Scaled)
 QG0004
 QG0004                          SUPERSEDED SURVEY CONTROL
 QG0004
 QG0004  NGVD 29 (??/??/92)   94.813  (m)          311.07   (f) ADJ UNCH    1 2
 QG0004
 QG0004.Superseded values are not recommended for survey control.
 QG0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0004.See file dsdata.txt to determine how the superseded data were derived.
 QG0004
 QG0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL536409(NAD 83)
 QG0004_MARKER: DB = BENCH MARK DISK
 QG0004_SETTING: 66 = SET IN ROCK OUTCROP
 QG0004_SP_SET: ROCK OUTCROP
 QG0004_STAMPING: C 83 1942
 QG0004_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0004+STABILITY: POSITION/ELEVATION WELL
 QG0004
 QG0004  HISTORY     - Date     Condition        Report By
 QG0004  HISTORY     - 1942     MONUMENTED       CGS
 QG0004
 QG0004                          STATION DESCRIPTION
 QG0004
 QG0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0004'2.1 MI E FROM MATTAWAMKEAG.
 QG0004'BENCH MARK IS ALONG THE MAINE CENTRAL RAILROAD ABOUT 2.1 MILES
 QG0004'EASTERLY FROM THE STATION AT MATTAWAMKEAG, ABOUT 0.3 MILE WEST
 QG0004'OF MILE POST NUMBER 197, 55.5 FEET NORTH OF AND ABOUT 5.0 FEET BELOW
 QG0004'THE CENTERLINE OF THE TRACK, AND SET HORIZONTALLY IN TOP OF A BLACK
 QG0004'ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0361 ***********************************************************************
 QG0361  DESIGNATION -  C 84 RESET 1964
 QG0361  PID         -  QG0361
 QG0361  STATE/COUNTY-  ME/PENOBSCOT
 QG0361  USGS QUAD   -  SOUTH LAGRANGE (1983)
 QG0361
 QG0361                         *CURRENT SURVEY CONTROL
 QG0361  ___________________________________________________________________
 QG0361* NAD 83(1986)-  45 05 13.     (N)    068 46 52.     (W)     SCALED    
 QG0361* NAVD 88     -        48.47   (meters)     159.0    (feet)  RESET     
 QG0361  ___________________________________________________________________
 QG0361  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 QG0361
 QG0361  VERT ORDER  -  THIRD
 QG0361
 QG0361.The horizontal coordinates were scaled from a topographic map and have
 QG0361.an estimated accuracy of +/- 6 seconds.
 QG0361
 QG0361.The orthometric height was computed from unverified reset data.
 QG0361
 QG0361.The geoid height was determined by GEOID03.
 QG0361
 QG0361;                    North         East    Units  Estimated Accuracy
 QG0361;SPC ME E     -   157,840.      277,870.      MT  (+/- 180 meters Scaled)
 QG0361
 QG0361                          SUPERSEDED SURVEY CONTROL
 QG0361
 QG0361  NGVD 29 (??/??/??)   48.65   (m)          159.6    (f) RESET       3  
 QG0361
 QG0361.Superseded values are not recommended for survey control.
 QG0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0361.See file dsdata.txt to determine how the superseded data were derived.
 QG0361
 QG0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK172926(NAD 83)
 QG0361_MARKER: DB = BENCH MARK DISK
 QG0361_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QG0361_SP_SET: ABUTMENT
 QG0361_STAMPING: C 84 RESET 1964
 QG0361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG0361
 QG0361  HISTORY     - Date     Condition        Report By
 QG0361  HISTORY     - 1964     MONUMENTED       MEHD
 QG0361  HISTORY     - 1988     GOOD             USPSQD
 QG0361
 QG0361                          STATION DESCRIPTION
 QG0361
 QG0361'DESCRIBED BY MAINE HIGHWAY DEPARTMENT (NOW MEDT) 1964
 QG0361'2.7 MI SE FROM SOUTH LAGRANGE.
 QG0361'2.7 MILES SOUTHEAST ALONG STATE HIGHWAY 16, FORMERLY 155, FROM THE
 QG0361'BANGOR AND AROOSTOOK RAILROAD STATION AT SOUTH LAGRANGE, PENOBSCOT
 QG0361'COUNTY, ON AN OLD GRANITE BRIDGE ABUTMENT, AND SET IN THE TOP
 QG0361'OF NORTH ABUTMENT, SOUTHWEST CORNER, CENTER BLOCK OF GRANITE, 44
 QG0361'FEET EAST OF CENTERLINE OF HIGHWAY.
 QG0361
 QG0361                          STATION RECOVERY (1988)
 QG0361
 QG0361'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 QG0361'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0788 ***********************************************************************
 QG0788  DESIGNATION -  C 85
 QG0788  PID         -  QG0788
 QG0788  STATE/COUNTY-  ME/PISCATAQUIS
 QG0788  USGS QUAD   -  GREENVILLE (1989)
 QG0788
 QG0788                         *CURRENT SURVEY CONTROL
 QG0788  ___________________________________________________________________
 QG0788* NAD 83(1986)-  45 28 57.     (N)    069 35 04.     (W)     SCALED    
 QG0788* NAVD 88     -       376.900  (meters)    1236.55   (feet)  ADJUSTED  
 QG0788  ___________________________________________________________________
 QG0788  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 QG0788  DYNAMIC HT  -         376.886 (meters)    1236.50  (feet)  COMP
 QG0788  MODELED GRAV-     980,567.7   (mgal)                       NAVD 88
 QG0788
 QG0788  VERT ORDER  -  SECOND    CLASS 0
 QG0788
 QG0788.The horizontal coordinates were scaled from a topographic map and have
 QG0788.an estimated accuracy of +/- 6 seconds.
 QG0788
 QG0788.The orthometric height was determined by differential leveling
 QG0788.and adjusted by the National Geodetic Survey in June 1991..
 QG0788
 QG0788.The geoid height was determined by GEOID03.
 QG0788
 QG0788.The dynamic height is computed by dividing the NAVD 88
 QG0788.geopotential number by the normal gravity value computed on the
 QG0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0788.degrees latitude (g = 980.6199 gals.).
 QG0788
 QG0788.The modeled gravity was interpolated from observed gravity values.
 QG0788
 QG0788;                    North         East    Units  Estimated Accuracy
 QG0788;SPC ME E     -   202,330.      215,220.      MT  (+/- 180 meters Scaled)
 QG0788
 QG0788                          SUPERSEDED SURVEY CONTROL
 QG0788
 QG0788  NGVD 29 (??/??/92)  377.062  (m)         1237.08   (f) ADJ UNCH    2 0
 QG0788
 QG0788.Superseded values are not recommended for survey control.
 QG0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0788.See file dsdata.txt to determine how the superseded data were derived.
 QG0788
 QG0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL543367(NAD 83)
 QG0788_MARKER: DB = BENCH MARK DISK
 QG0788_SETTING: 80 = SET IN A BOULDER
 QG0788_SP_SET: BOULDER
 QG0788_STAMPING: C 85 1942
 QG0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0788+STABILITY: SURFACE MOTION
 QG0788
 QG0788  HISTORY     - Date     Condition        Report By
 QG0788  HISTORY     - 1942     MONUMENTED       CGS
 QG0788
 QG0788                          STATION DESCRIPTION
 QG0788
 QG0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0788'1.6 MI N FROM GREENVILLE.
 QG0788'1.6 MILES NORTH ALONG A COUNTY ROAD FROM THE TOWNHALL AT GREENVILLE,
 QG0788'PISCATAQUIS COUNTY, AT THE COFFEE HOUSE CABINS, 75 FEET NORTH OF THE
 QG0788'NORTH SIDE OF THE COFFEE HOUSE, 80 FEET WEST OF THE CENTER
 QG0788'LINE OF THE ROAD, IN THE TOP OF A 3- BY 6-FOOT GRANITE BOULDER
 QG0788'PROJECTING 1 FOOT ABOVE THE GROUND, AND ABOUT 2 FEET LOWER THAN
 QG0788'THE ROAD.  A STANDARD DISK, STAMPED C 85 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0645 ***********************************************************************
 QG0645  DESIGNATION -  C 86
 QG0645  PID         -  QG0645
 QG0645  STATE/COUNTY-  ME/PISCATAQUIS
 QG0645  USGS QUAD   -  FARRAR MOUNTAIN (1982)
 QG0645
 QG0645                         *CURRENT SURVEY CONTROL
 QG0645  ___________________________________________________________________
 QG0645* NAD 83(1986)-  45 44 58.     (N)    069 21 35.     (W)     SCALED    
 QG0645* NAVD 88     -       379.002  (meters)    1243.44   (feet)  ADJUSTED  
 QG0645  ___________________________________________________________________
 QG0645  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 QG0645  DYNAMIC HT  -         378.993 (meters)    1243.41  (feet)  COMP
 QG0645  MODELED GRAV-     980,581.7   (mgal)                       NAVD 88
 QG0645
 QG0645  VERT ORDER  -  SECOND    CLASS 0
 QG0645
 QG0645.The horizontal coordinates were scaled from a topographic map and have
 QG0645.an estimated accuracy of +/- 6 seconds.
 QG0645
 QG0645.The orthometric height was determined by differential leveling
 QG0645.and adjusted by the National Geodetic Survey in June 1991..
 QG0645
 QG0645.The geoid height was determined by GEOID03.
 QG0645
 QG0645.The dynamic height is computed by dividing the NAVD 88
 QG0645.geopotential number by the normal gravity value computed on the
 QG0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0645.degrees latitude (g = 980.6199 gals.).
 QG0645
 QG0645.The modeled gravity was interpolated from observed gravity values.
 QG0645
 QG0645;                    North         East    Units  Estimated Accuracy
 QG0645;SPC ME E     -   231,790.      233,110.      MT  (+/- 180 meters Scaled)
 QG0645
 QG0645                          SUPERSEDED SURVEY CONTROL
 QG0645
 QG0645  NGVD 29 (??/??/92)  379.156  (m)         1243.95   (f) ADJ UNCH    2 0
 QG0645
 QG0645.Superseded values are not recommended for survey control.
 QG0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0645.See file dsdata.txt to determine how the superseded data were derived.
 QG0645
 QG0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL720662(NAD 83)
 QG0645_MARKER: DB = BENCH MARK DISK
 QG0645_SETTING: 66 = SET IN ROCK OUTCROP
 QG0645_SP_SET: ROCK LEDGE
 QG0645_STAMPING: C 86 1942
 QG0645_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0645+STABILITY: POSITION/ELEVATION WELL
 QG0645
 QG0645  HISTORY     - Date     Condition        Report By
 QG0645  HISTORY     - 1942     MONUMENTED       CGS
 QG0645  HISTORY     - 1953     GOOD             NGS
 QG0645
 QG0645                          STATION DESCRIPTION
 QG0645
 QG0645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 QG0645'8 MI NE FROM KOKADJO.
 QG0645'8.0 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 QG0645'KOKADJO, ABOUT 0.2 MILE SOUTH OF A BRIDGE OVER BEAR BROOK, ABOUT
 QG0645'30 YARDS NORTH OF A SHARP BREAK IN GRADE OF ROAD, 44 FEET
 QG0645'WEST-NORTHWEST OF CENTER LINE OF ROAD, 25 FEET SOUTHWEST OF A
 QG0645'TRIANGULAR BLAZED 12-INCH FIR TREE, 31 FEET NORTH OF A TRIANGULAR
 QG0645'BLAZED 12-INCH MAPLE TREE, 76 FEET NORTHWEST AND ACROSS ROAD FROM
 QG0645'TELEPHONE POLE NO. 517, 132 FEET WEST-SOUTHWEST AND ACROSS ROAD
 QG0645'FROM TELEPHONE POLE NO. 518, IN THE TOP OF A 5-INCH SHELF IN EAST
 QG0645'FACE OF A ROCK LEDGE, 3 FEET BELOW TOP OF LEDGE, 6 FEET SOUTHWEST
 QG0645'OF NORTHEAST END OF LEDGE AND ABOUT 3 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0834 ***********************************************************************
 QG0834  DESIGNATION -  C 87
 QG0834  PID         -  QG0834
 QG0834  STATE/COUNTY-  ME/SOMERSET
 QG0834  USGS QUAD   -  MAHONEY HILL (1989)
 QG0834
 QG0834                         *CURRENT SURVEY CONTROL
 QG0834  ___________________________________________________________________
 QG0834* NAD 83(1986)-  45 06 16.     (N)    069 45 25.     (W)     SCALED    
 QG0834* NAVD 88     -       390.583  (meters)    1281.44   (feet)  ADJUSTED  
 QG0834  ___________________________________________________________________
 QG0834  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 QG0834  DYNAMIC HT  -         390.548 (meters)    1281.32  (feet)  COMP
 QG0834  MODELED GRAV-     980,514.8   (mgal)                       NAVD 88
 QG0834
 QG0834  VERT ORDER  -  SECOND    CLASS 0
 QG0834
 QG0834.The horizontal coordinates were scaled from a topographic map and have
 QG0834.an estimated accuracy of +/- 6 seconds.
 QG0834
 QG0834.The orthometric height was determined by differential leveling
 QG0834.and adjusted by the National Geodetic Survey in June 1991..
 QG0834
 QG0834.The geoid height was determined by GEOID03.
 QG0834
 QG0834.The dynamic height is computed by dividing the NAVD 88
 QG0834.geopotential number by the normal gravity value computed on the
 QG0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0834.degrees latitude (g = 980.6199 gals.).
 QG0834
 QG0834.The modeled gravity was interpolated from observed gravity values.
 QG0834
 QG0834;                    North         East    Units  Estimated Accuracy
 QG0834;SPC ME W     -   252,420.      932,250.      MT  (+/- 180 meters Scaled)
 QG0834
 QG0834                          SUPERSEDED SURVEY CONTROL
 QG0834
 QG0834  NGVD 29 (??/??/92)  390.745  (m)         1281.97   (f) ADJ UNCH    2 0
 QG0834
 QG0834.Superseded values are not recommended for survey control.
 QG0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0834.See file dsdata.txt to determine how the superseded data were derived.
 QG0834
 QG0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK404948(NAD 83)
 QG0834_MARKER: DB = BENCH MARK DISK
 QG0834_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QG0834_SP_SET: BRIDGE
 QG0834_STAMPING: C 87 1942
 QG0834_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG0834
 QG0834  HISTORY     - Date     Condition        Report By
 QG0834  HISTORY     - 1942     MONUMENTED       CGS
 QG0834
 QG0834                          STATION DESCRIPTION
 QG0834
 QG0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0834'6.8 MI E FROM BINGHAM.
 QG0834'6.8 MILES EAST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE
 QG0834'AT BINGHAM, SOMERSET COUNTY, ABOUT 0.1 MILE EAST OF A GRAVEL
 QG0834'PIT, AT AN 8- BY 12-FOOT CONCRETE BRIDGE OVER A SMALL STREAM,
 QG0834'IN THE TOP OF THE NORTHWEST WING WALL, 13 FEET NORTH OF THE
 QG0834'CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 QG0834'A STANDARD DISK, STAMPED C 87 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0108 ***********************************************************************
 PE0108  DESIGNATION -  C 88
 PE0108  PID         -  PE0108
 PE0108  STATE/COUNTY-  ME/WASHINGTON
 PE0108  USGS QUAD   -  TUNK MOUNTAIN (1982)
 PE0108
 PE0108                         *CURRENT SURVEY CONTROL
 PE0108  ___________________________________________________________________
 PE0108* NAD 83(1986)-  44 44 54.     (N)    068 01 19.     (W)     SCALED    
 PE0108* NAVD 88     -        70.167  (meters)     230.21   (feet)  ADJUSTED  
 PE0108  ___________________________________________________________________
 PE0108  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 PE0108  DYNAMIC HT  -          70.162 (meters)     230.19  (feet)  COMP
 PE0108  MODELED GRAV-     980,543.9   (mgal)                       NAVD 88
 PE0108
 PE0108  VERT ORDER  -  SECOND    CLASS 0
 PE0108
 PE0108.The horizontal coordinates were scaled from a topographic map and have
 PE0108.an estimated accuracy of +/- 6 seconds.
 PE0108
 PE0108.The orthometric height was determined by differential leveling
 PE0108.and adjusted by the National Geodetic Survey in June 1991..
 PE0108
 PE0108.The geoid height was determined by GEOID03.
 PE0108
 PE0108.The dynamic height is computed by dividing the NAVD 88
 PE0108.geopotential number by the normal gravity value computed on the
 PE0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0108.degrees latitude (g = 980.6199 gals.).
 PE0108
 PE0108.The modeled gravity was interpolated from observed gravity values.
 PE0108
 PE0108;                    North         East    Units  Estimated Accuracy
 PE0108;SPC ME E     -   120,290.      337,850.      MT  (+/- 180 meters Scaled)
 PE0108
 PE0108                          SUPERSEDED SURVEY CONTROL
 PE0108
 PE0108  NGVD 29 (??/??/92)   70.347  (m)          230.80   (f) ADJ UNCH    2 0
 PE0108
 PE0108.Superseded values are not recommended for survey control.
 PE0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0108.See file dsdata.txt to determine how the superseded data were derived.
 PE0108
 PE0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK774554(NAD 83)
 PE0108_MARKER: DB = BENCH MARK DISK
 PE0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0108_STAMPING: C 88 1942
 PE0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0108+STABILITY: SURFACE MOTION
 PE0108
 PE0108  HISTORY     - Date     Condition        Report By
 PE0108  HISTORY     - 1942     MONUMENTED       CGS
 PE0108
 PE0108                          STATION DESCRIPTION
 PE0108
 PE0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PE0108'0.5 MI S FROM DEBLOIS.
 PE0108'0.5 MILE NORTH ALONG STATE HIGHWAY 193 FROM THE PUBLIC SCHOOL AT
 PE0108'DEBLOIS, WASHINGTON COUNTY, AT A HAY MEADOW, 150 FEET ACROSS
 PE0108'THE HIGHWAY FROM A SMALL FRAMEHOUSE, 27 FEET EAST OF THE
 PE0108'CENTER LINE OF THE HIGHWAY, 2 FEET NORTH OF A WHITE WOODEN
 PE0108'WITNESS POST, AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY.  A
 PE0108'STANDARD DISK, STAMPED C 88 1942 AND SET IN THE TOP OF A
 PE0108'CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.  NOTE-- 3.65 MI. S.
 PE0108'OF SOUTH BEDDINGTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0217 ***********************************************************************
 QG0217  DESIGNATION -  C 89
 QG0217  PID         -  QG0217
 QG0217  STATE/COUNTY-  ME/PENOBSCOT
 QG0217  USGS QUAD   -  BOWERS MOUNTAIN (1988)
 QG0217
 QG0217                         *CURRENT SURVEY CONTROL
 QG0217  ___________________________________________________________________
 QG0217* NAD 83(1986)-  45 23 57.     (N)    068 07 18.     (W)     SCALED    
 QG0217* NAVD 88     -       214.746  (meters)     704.55   (feet)  ADJUSTED  
 QG0217  ___________________________________________________________________
 QG0217  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 QG0217  DYNAMIC HT  -         214.743 (meters)     704.54  (feet)  COMP
 QG0217  MODELED GRAV-     980,597.7   (mgal)                       NAVD 88
 QG0217
 QG0217  VERT ORDER  -  SECOND    CLASS 0
 QG0217
 QG0217.The horizontal coordinates were scaled from a topographic map and have
 QG0217.an estimated accuracy of +/- 6 seconds.
 QG0217
 QG0217.The orthometric height was determined by differential leveling
 QG0217.and adjusted by the National Geodetic Survey in June 1991..
 QG0217
 QG0217.The geoid height was determined by GEOID03.
 QG0217
 QG0217.The dynamic height is computed by dividing the NAVD 88
 QG0217.geopotential number by the normal gravity value computed on the
 QG0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0217.degrees latitude (g = 980.6199 gals.).
 QG0217
 QG0217.The modeled gravity was interpolated from observed gravity values.
 QG0217
 QG0217;                    North         East    Units  Estimated Accuracy
 QG0217;SPC ME E     -   192,570.      329,620.      MT  (+/- 180 meters Scaled)
 QG0217
 QG0217                          SUPERSEDED SURVEY CONTROL
 QG0217
 QG0217  NGVD 29 (??/??/92)  214.943  (m)          705.19   (f) ADJ UNCH    2 0
 QG0217
 QG0217.Superseded values are not recommended for survey control.
 QG0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0217.See file dsdata.txt to determine how the superseded data were derived.
 QG0217
 QG0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL687276(NAD 83)
 QG0217_MARKER: DB = BENCH MARK DISK
 QG0217_SETTING: 66 = SET IN ROCK OUTCROP
 QG0217_SP_SET: ROCK OUTCROP
 QG0217_STAMPING: C 89 1942
 QG0217_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0217+STABILITY: POSITION/ELEVATION WELL
 QG0217
 QG0217  HISTORY     - Date     Condition        Report By
 QG0217  HISTORY     - 1942     MONUMENTED       CGS
 QG0217  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QG0217
 QG0217                          STATION DESCRIPTION
 QG0217
 QG0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0217'0.6 MI E FROM SPRINGFIELD.
 QG0217'0.6 MILE EAST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE AT
 QG0217'SPRINGFIELD, PENOBSCOT COUNTY, 150 FEET WEST OF THE CREST OF A
 QG0217'SMALL HILL, 45 FEET WEST OF THE CENTER LINE OF AN OLD TRACK ROAD
 QG0217'LEADING SOUTH, 32 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 QG0217'IN THE TOP OF A ROCK OUTCROP, AND ABOUT 1 FOOT LOWER THAN THE
 QG0217'HIGHWAY.  A STANDARD DISK, STAMPED C 89 1942.
 QG0217
 QG0217                          STATION RECOVERY (1985)
 QG0217
 QG0217'RECOVERY NOTE BY US POWER SQUADRON 1985 (WRM)
 QG0217'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0466 ***********************************************************************
 PE0466  DESIGNATION -  C 9
 PE0466  PID         -  PE0466
 PE0466  STATE/COUNTY-  ME/PENOBSCOT
 PE0466  USGS QUAD   -  BANGOR (1991)
 PE0466
 PE0466                         *CURRENT SURVEY CONTROL
 PE0466  ___________________________________________________________________
 PE0466* NAD 83(1986)-  44 47 42.     (N)    068 51 48.     (W)     SCALED    
 PE0466* NAVD 88     -        44.685  (meters)     146.60   (feet)  ADJUSTED  
 PE0466  ___________________________________________________________________
 PE0466  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 PE0466  DYNAMIC HT  -          44.683 (meters)     146.60  (feet)  COMP
 PE0466  MODELED GRAV-     980,576.6   (mgal)                       NAVD 88
 PE0466
 PE0466  VERT ORDER  -  FIRST     CLASS I
 PE0466
 PE0466.The horizontal coordinates were scaled from a topographic map and have
 PE0466.an estimated accuracy of +/- 6 seconds.
 PE0466
 PE0466.The orthometric height was determined by differential leveling
 PE0466.and adjusted by the National Geodetic Survey in June 1991..
 PE0466.WARNING-Repeat measurements at this control monument indicate possible
 PE0466.vertical movement.
 PE0466
 PE0466.The geoid height was determined by GEOID03.
 PE0466
 PE0466.The dynamic height is computed by dividing the NAVD 88
 PE0466.geopotential number by the normal gravity value computed on the
 PE0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0466.degrees latitude (g = 980.6199 gals.).
 PE0466
 PE0466.The modeled gravity was interpolated from observed gravity values.
 PE0466
 PE0466;                    North         East    Units  Estimated Accuracy
 PE0466;SPC ME E     -   125,430.      271,250.      MT  (+/- 180 meters Scaled)
 PE0466
 PE0466                          SUPERSEDED SURVEY CONTROL
 PE0466
 PE0466  NGVD 29 (??/??/92)   44.898  (m)          147.30   (f) ADJ UNCH    1 1
 PE0466
 PE0466.Superseded values are not recommended for survey control.
 PE0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0466.See file dsdata.txt to determine how the superseded data were derived.
 PE0466
 PE0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK108601(NAD 83)
 PE0466_MARKER: DB = BENCH MARK DISK
 PE0466_SETTING: 66 = SET IN ROCK OUTCROP
 PE0466_SP_SET: ROCK OUTCROP
 PE0466_STAMPING: C 9 1927 147.303
 PE0466_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0466+STABILITY: POSITION/ELEVATION WELL
 PE0466
 PE0466  HISTORY     - Date     Condition        Report By
 PE0466  HISTORY     - 1927     MONUMENTED       CGS
 PE0466  HISTORY     - 1966     GOOD             NGS
 PE0466  HISTORY     - 1975     MARK NOT FOUND   USGS
 PE0466  HISTORY     - 1978     GOOD             DMA
 PE0466
 PE0466                          STATION DESCRIPTION
 PE0466
 PE0466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0466'5.9 MI W FROM BANGOR.
 PE0466'5.7 MILES WEST ALONG THE MAINE CENTRAL RAILROAD FROM THE UNION
 PE0466'STREET BRIDGE OVER THE PENOBSCOT RIVER AT BANGOR, THENCE ABOUT
 PE0466'0.2 MILE NORTHWEST ALONG A SPUR TRACK OF THE BANGOR AND AROOSTOOK
 PE0466'RAILROAD, ABOUT 0.2 MILE EAST OF THE MAIN LINE OF THE BANGOR
 PE0466'AND AROOSTOOK RAILROAD OVERPASS OVER U.S. HIGHWAY 2 AND THE MAINE
 PE0466'CENTRAL RAILROAD, 2 1/2 RAILS NORTHWEST OF THE NORTHWEST END
 PE0466'OF THE SPUR TRACK OVER U.S. HIGHWAY 2, IN THE TOP OF A ROCK
 PE0466'THAT THE EXPOSED PORTION IS ABOUT 7-BY-11-FOOT AND PROJECTS 1 1/2
 PE0466'FEET, 47.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHWEST
 PE0466'TRACK, AND ABOUT LEVEL WITH U.S. HIGHWAY 2.
 PE0466
 PE0466                          STATION RECOVERY (1975)
 PE0466
 PE0466'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 PE0466'MARK NOT FOUND.
 PE0466
 PE0466                          STATION RECOVERY (1978)
 PE0466
 PE0466'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PE0466'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0505 ***********************************************************************
 PF0505  DESIGNATION -  C 9
 PF0505  PID         -  PF0505
 PF0505  STATE/COUNTY-  ME/OXFORD
 PF0505  USGS QUAD   -  WILD RIVER (1983)
 PF0505
 PF0505                         *CURRENT SURVEY CONTROL
 PF0505  ___________________________________________________________________
 PF0505* NAD 83(1986)-  44 16 01.     (N)    071 00 25.     (W)     SCALED    
 PF0505* NAVD 88     -       176.174  (meters)     578.00   (feet)  ADJUSTED  
 PF0505  ___________________________________________________________________
 PF0505  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 PF0505  DYNAMIC HT  -         176.146 (meters)     577.91  (feet)  COMP
 PF0505  MODELED GRAV-     980,455.0   (mgal)                       NAVD 88
 PF0505
 PF0505  VERT ORDER  -  SECOND    CLASS 0
 PF0505
 PF0505.The horizontal coordinates were scaled from a topographic map and have
 PF0505.an estimated accuracy of +/- 6 seconds.
 PF0505
 PF0505.The orthometric height was determined by differential leveling
 PF0505.and adjusted by the National Geodetic Survey in June 1991..
 PF0505
 PF0505.The geoid height was determined by GEOID03.
 PF0505
 PF0505.The dynamic height is computed by dividing the NAVD 88
 PF0505.geopotential number by the normal gravity value computed on the
 PF0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0505.degrees latitude (g = 980.6199 gals.).
 PF0505
 PF0505.The modeled gravity was interpolated from observed gravity values.
 PF0505
 PF0505;                    North         East    Units  Estimated Accuracy
 PF0505;SPC ME W     -   159,620.      832,910.      MT  (+/- 180 meters Scaled)
 PF0505
 PF0505                          SUPERSEDED SURVEY CONTROL
 PF0505
 PF0505  NGVD 29 (??/??/92)  176.24   (m)          578.2    (f) COMPUTED    2 0
 PF0505
 PF0505.Superseded values are not recommended for survey control.
 PF0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0505.See file dsdata.txt to determine how the superseded data were derived.
 PF0505
 PF0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK398034(NAD 83)
 PF0505_MARKER: DD = SURVEY DISK
 PF0505_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PF0505_SP_SET: ABUTMENT WING WALL
 PF0505_STAMPING: 578 C 9 1936
 PF0505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0505_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PF0505+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2004
 PF0505
 PF0505  HISTORY     - Date     Condition        Report By
 PF0505  HISTORY     - 1936     MONUMENTED       USGS
 PF0505  HISTORY     - 1942     GOOD             NGS
 PF0505  HISTORY     - 1976     GOOD             NGS
 PF0505  HISTORY     - 20040925 GOOD             GEOCAC
 PF0505
 PF0505                          STATION DESCRIPTION
 PF0505
 PF0505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PF0505'2.1 MI N FROM NORTH CHATHAM.
 PF0505'IN OXFORD COUNTY, MAINE, ABOUT 2.1 MILES NORTH ALONG THE EVANS
 PF0505'NOTCH ROAD FROM THE POST OFFICE AT NORTH CHATHAM, CARROLL COUNTY,
 PF0505'NEW HAMPSHIRE, ABOUT 0.15 MILE NORTHEAST OF THE MAINE-NEW
 PF0505'HAMPSHIRE STATE LINE, 800 FEET WEST OF COLD RIVER RANGER STATION,
 PF0505'AT A CONCRETE BRIDGE OVER COLD RIVER, IN THE TOP OF THE SOUTH
 PF0505'WING WALL OF THE EAST ABUTMENT, 9 FEET SOUTH OF THE CENTER LINE
 PF0505'OF THE ROAD, AND ABOUT 1 FOOT LOWER THAN THE ROAD.  A UNITED
 PF0505'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 578 C 9 1936.
 PF0505
 PF0505                          STATION RECOVERY (1976)
 PF0505
 PF0505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 PF0505'RECOVERED IN GOOD CONDITION.
 PF0505
 PF0505                          STATION RECOVERY (2004)
 PF0505
 PF0505'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 PF0505'I FOUND THIS MARK IN THE DESCRIBED LOCATION IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0436 ***********************************************************************
 PE0436  DESIGNATION -  C 90
 PE0436  PID         -  PE0436
 PE0436  STATE/COUNTY-  ME/HANCOCK
 PE0436  USGS QUAD   -  GREEN LAKE (1982)
 PE0436
 PE0436                         *CURRENT SURVEY CONTROL
 PE0436  ___________________________________________________________________
 PE0436* NAD 83(1986)-  44 37 38.     (N)    068 31 04.     (W)     SCALED    
 PE0436* NAVD 88     -        83.017  (meters)     272.36   (feet)  ADJUSTED  
 PE0436  ___________________________________________________________________
 PE0436  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 PE0436  DYNAMIC HT  -          83.010 (meters)     272.34  (feet)  COMP
 PE0436  MODELED GRAV-     980,529.7   (mgal)                       NAVD 88
 PE0436  OBS GRAVITY -     980,533.5   (mgal)                       GRAV_OBS
 PE0436
 PE0436  VERT ORDER  -  FIRST     CLASS I
 PE0436
 PE0436.The horizontal coordinates were scaled from a topographic map and have
 PE0436.an estimated accuracy of +/- 6 seconds.
 PE0436
 PE0436.The orthometric height was determined by differential leveling
 PE0436.and adjusted by the National Geodetic Survey in June 1991..
 PE0436
 PE0436.The geoid height was determined by GEOID03.
 PE0436
 PE0436.The dynamic height is computed by dividing the NAVD 88
 PE0436.geopotential number by the normal gravity value computed on the
 PE0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0436.degrees latitude (g = 980.6199 gals.).
 PE0436
 PE0436.The modeled gravity was interpolated from observed gravity values.
 PE0436.The observed gravity was obtained from relative gravimeter ties
 PE0436.to the IGSN71 gravity network.
 PE0436
 PE0436;                    North         East    Units  Estimated Accuracy
 PE0436;SPC ME E     -   106,720.      298,590.      MT  (+/- 180 meters Scaled)
 PE0436
 PE0436                          SUPERSEDED SURVEY CONTROL
 PE0436
 PE0436  NGVD 29 (??/??/92)   83.205  (m)          272.98   (f) ADJ UNCH    1 1
 PE0436
 PE0436.Superseded values are not recommended for survey control.
 PE0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0436.See file dsdata.txt to determine how the superseded data were derived.
 PE0436
 PE0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK382416(NAD 83)
 PE0436_MARKER: DB = BENCH MARK DISK
 PE0436_SETTING: 80 = SET IN A BOULDER
 PE0436_SP_SET: BOULDER
 PE0436_STAMPING: C 90 1942
 PE0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0436+STABILITY: SURFACE MOTION
 PE0436
 PE0436  HISTORY     - Date     Condition        Report By
 PE0436  HISTORY     - 1942     MONUMENTED       CGS
 PE0436  HISTORY     - 1966     GOOD             NGS
 PE0436  HISTORY     - 1977     GOOD             USGS
 PE0436  HISTORY     - 1978     GOOD             DMA
 PE0436  HISTORY     - 1987     GOOD             USPSQD
 PE0436
 PE0436                          STATION DESCRIPTION
 PE0436
 PE0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0436'3.7 MI SE FROM GREEN LAKE.
 PE0436'3.7 MILES SOUTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE0436'BLACK TOPPED CROSSING AT GREEN LAKE, ABOUT 0.5 MILE SOUTH OF A
 PE0436'GRAVELED ROAD CROSSING AT A VILLAGE LOCALLY KNOWN AS NICOLIN,
 PE0436'109 FEET SOUTHEAST OF AND ACROSS THE TRACK FROM MILEPOST
 PE0436'P158/C112, IN THE TOP OF A EMBEDDED BOULER THAT THE EXPOSED
 PE0436'PORTION IS ABOUT 7-BY-10-FOOT AND PROJECTS 2 1/2 FEET, 39.8
 PE0436'FEET EAST OF THE EAST RAIL, AND ABOUT 1 FOOT ABOVE THE
 PE0436'LEVEL OF THE TRACK.
 PE0436
 PE0436                          STATION RECOVERY (1977)
 PE0436
 PE0436'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 PE0436'3.7 MI. SE ALONG THE MAINE CENTRAL RAILROAD FROM THE BLACK TOPPED
 PE0436'CROSSING AT GREEN LAKE, ABOUT 0.5 MI. NORTH OF A GRAVELED ROAD
 PE0436'CROSSING AT A VILLAGE LOCALLY KNOWN AS NICOLIN, 109 FT. SE OF AND
 PE0436'ACROSS THE TRACK FROM MILEPOST NO. P158/C112, IN THE TOP OF AN
 PE0436'EMBEDDED BOLDER THAT THE EXPOSED PORTION IS ABOUT 7-BY-10-FOOT AND
 PE0436'PROJECTS 2 AND 1/2 FT. 39.8 FT. EAST OF THE EAST RAIL AND ABOUT 1 FT.
 PE0436'ABOVE THE LEVEL OF THE TRACK.
 PE0436
 PE0436                          STATION RECOVERY (1978)
 PE0436
 PE0436'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PE0436'THE STATION IS .5 MILES NORTH OF A BLACK TOP ROAD CROSSING KNOWN AS
 PE0436'NICOLIN.
 PE0436
 PE0436                          STATION RECOVERY (1987)
 PE0436
 PE0436'RECOVERY NOTE BY US POWER SQUADRON 1987 (ELG)
 PE0436'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0078 ***********************************************************************
 PE0078  DESIGNATION -  C 91
 PE0078  PID         -  PE0078
 PE0078  STATE/COUNTY-  ME/HANCOCK
 PE0078  USGS QUAD   -  TUNK LAKE (1982)
 PE0078
 PE0078                         *CURRENT SURVEY CONTROL
 PE0078  ___________________________________________________________________
 PE0078* NAD 83(1986)-  44 33 07.     (N)    068 03 10.     (W)     SCALED    
 PE0078* NAVD 88     -        84.909  (meters)     278.57   (feet)  ADJUSTED  
 PE0078  ___________________________________________________________________
 PE0078  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 PE0078  DYNAMIC HT  -          84.903 (meters)     278.55  (feet)  COMP
 PE0078  MODELED GRAV-     980,555.5   (mgal)                       NAVD 88
 PE0078  OBS GRAVITY -     980,549.6   (mgal)                       GRAV_OBS
 PE0078
 PE0078  VERT ORDER  -  FIRST     CLASS I
 PE0078
 PE0078.The horizontal coordinates were scaled from a topographic map and have
 PE0078.an estimated accuracy of +/- 6 seconds.
 PE0078
 PE0078.The orthometric height was determined by differential leveling
 PE0078.and adjusted by the National Geodetic Survey in June 1991..
 PE0078.WARNING-Repeat measurements at this control monument indicate possible
 PE0078.vertical movement.
 PE0078
 PE0078.The geoid height was determined by GEOID03.
 PE0078
 PE0078.The dynamic height is computed by dividing the NAVD 88
 PE0078.geopotential number by the normal gravity value computed on the
 PE0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0078.degrees latitude (g = 980.6199 gals.).
 PE0078
 PE0078.The modeled gravity was interpolated from observed gravity values.
 PE0078.The observed gravity was obtained from relative gravimeter ties
 PE0078.to the IGSN71 gravity network.
 PE0078
 PE0078;                    North         East    Units  Estimated Accuracy
 PE0078;SPC ME E     -    98,460.      335,530.      MT  (+/- 180 meters Scaled)
 PE0078
 PE0078                          SUPERSEDED SURVEY CONTROL
 PE0078
 PE0078  NGVD 29 (??/??/92)   85.112  (m)          279.24   (f) ADJ UNCH    1 1
 PE0078
 PE0078.Superseded values are not recommended for survey control.
 PE0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0078.See file dsdata.txt to determine how the superseded data were derived.
 PE0078
 PE0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK752336(NAD 83)
 PE0078_MARKER: DB = BENCH MARK DISK
 PE0078_SETTING: 66 = SET IN ROCK OUTCROP
 PE0078_SP_SET: ROCK CUT
 PE0078_STAMPING: C 91 1942
 PE0078_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0078+STABILITY: POSITION/ELEVATION WELL
 PE0078
 PE0078  HISTORY     - Date     Condition        Report By
 PE0078  HISTORY     - 1942     MONUMENTED       CGS
 PE0078  HISTORY     - 1966     GOOD             NGS
 PE0078  HISTORY     - 1978     GOOD             DMA
 PE0078
 PE0078                          STATION DESCRIPTION
 PE0078
 PE0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0078'3.8 MI E FROM TUNK LAKE.
 PE0078'3.8 MILES EAST ALONG THE MAINE CENTRAL RAILROAD FROM THE CROSSING
 PE0078'OF STATE HIGHWAY 183 AT TUNK LAKE, 3 RAILS NORTHEAST OF MILEPOST
 PE0078'P189/C81, 3 RAILS SOUTHWEST OF THE SOUTHWEST END OF A CUT, IN
 PE0078'THE TOP OF A ROCK THAT THE EXPOSED PORTION IS 6-BY-8-FOOT AND
 PE0078'PROJECTS 1 1/2 FEET, 22.0 FEET SOUTHEAST OF THE SOUTHEAST
 PE0078'RAIL, AND ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK.
 PE0078
 PE0078                          STATION RECOVERY (1978)
 PE0078
 PE0078'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PE0078'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0509 ***********************************************************************
 PF0509  DESIGNATION -  C 92
 PF0509  PID         -  PF0509
 PF0509  STATE/COUNTY-  ME/OXFORD
 PF0509  USGS QUAD   -  SPECKLED MOUNTAIN (1970)
 PF0509
 PF0509                         *CURRENT SURVEY CONTROL
 PF0509  ___________________________________________________________________
 PF0509* NAD 83(1986)-  44 17 58.     (N)    070 59 46.     (W)     SCALED    
 PF0509* NAVD 88     -       441.424  (meters)    1448.24   (feet)  POSTED    
 PF0509  ___________________________________________________________________
 PF0509  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 PF0509  DYNAMIC HT  -         441.340 (meters)    1447.96  (feet)  COMP
 PF0509  MODELED GRAV-     980,416.3   (mgal)                       NAVD 88
 PF0509
 PF0509  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 PF0509
 PF0509.The horizontal coordinates were scaled from a topographic map and have
 PF0509.an estimated accuracy of +/- 6 seconds.
 PF0509
 PF0509.The orthometric height was determined by differential leveling
 PF0509.and adjusted by the National Geodetic Survey in 1992..
 PF0509.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 PF0509.rate of 4.1 thru 8.0 mm/km.
 PF0509
 PF0509.The geoid height was determined by GEOID03.
 PF0509
 PF0509.The dynamic height is computed by dividing the NAVD 88
 PF0509.geopotential number by the normal gravity value computed on the
 PF0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0509.degrees latitude (g = 980.6199 gals.).
 PF0509
 PF0509.The modeled gravity was interpolated from observed gravity values.
 PF0509
 PF0509;                    North         East    Units  Estimated Accuracy
 PF0509;SPC ME W     -   163,220.      833,810.      MT  (+/- 180 meters Scaled)
 PF0509
 PF0509                          SUPERSEDED SURVEY CONTROL
 PF0509
 PF0509  NGVD 29 (??/??/92)  441.51   (m)         1448.5    (f) COMPUTED    2 0
 PF0509
 PF0509.Superseded values are not recommended for survey control.
 PF0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0509.See file dsdata.txt to determine how the superseded data were derived.
 PF0509
 PF0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK407070(NAD 83)
 PF0509_MARKER: DB = BENCH MARK DISK
 PF0509_SETTING: 66 = SET IN ROCK OUTCROP
 PF0509_SP_SET: ROCK LEDGE
 PF0509_STAMPING: C 92 1942
 PF0509_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PF0509+STABILITY: POSITION/ELEVATION WELL
 PF0509
 PF0509  HISTORY     - Date     Condition        Report By
 PF0509  HISTORY     - 1942     MONUMENTED       CGS
 PF0509  HISTORY     - 1976     MARK NOT FOUND   NGS
 PF0509  HISTORY     - 20040925 MARK NOT FOUND   GEOCAC
 PF0509
 PF0509                          STATION DESCRIPTION
 PF0509
 PF0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PF0509'4.8 MI N FROM NORTH CHATHAM.
 PF0509'IN OXFORD COUNTY, MAINE, ABOUT 4.8 MILES NORTH ALONG THE EVANS
 PF0509'NOTCH ROAD FROM THE POST OFFICE AT NORTH CHATHAM, CARROLL
 PF0509'COUNTY, NEW HAMPSHIRE, ABOUT 3.0 MILES NORTH OF THE MAINE-NEW
 PF0509'HAMPSHIRE STATE LINE, ABOUT 123 FEET SOUTH OF A SMALL STONE
 PF0509'CULVERT, 17.5 FEET EAST OF THE CENTER LINE OF THE ROAD, IN THE
 PF0509'SHELF OF A LARGE ROCK LEDGE, AND ABOUT 2 FEET HIGHER THAN THE
 PF0509'ROAD.  A STANDARD DISK, STAMPED C 92 1942.
 PF0509
 PF0509                          STATION RECOVERY (1976)
 PF0509
 PF0509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 PF0509'MARK NOT FOUND.
 PF0509
 PF0509                          STATION RECOVERY (2004)
 PF0509
 PF0509'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 PF0509'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0095 ***********************************************************************
 PE0095  DESIGNATION -  C 93
 PE0095  PID         -  PE0095
 PE0095  STATE/COUNTY-  ME/HANCOCK
 PE0095  USGS QUAD   -  SULLIVAN (1982)
 PE0095
 PE0095                         *CURRENT SURVEY CONTROL
 PE0095  ___________________________________________________________________
 PE0095* NAD 83(1986)-  44 34 11.     (N)    068 12 53.     (W)     SCALED    
 PE0095* NAVD 88     -         3.851  (meters)      12.63   (feet)  ADJUSTED  
 PE0095  ___________________________________________________________________
 PE0095  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 PE0095  DYNAMIC HT  -           3.851 (meters)      12.63  (feet)  COMP
 PE0095  MODELED GRAV-     980,566.4   (mgal)                       NAVD 88
 PE0095
 PE0095  VERT ORDER  -  SECOND    CLASS 0
 PE0095
 PE0095.The horizontal coordinates were scaled from a topographic map and have
 PE0095.an estimated accuracy of +/- 6 seconds.
 PE0095
 PE0095.The orthometric height was determined by differential leveling
 PE0095.and adjusted by the National Geodetic Survey in June 1991..
 PE0095
 PE0095.The geoid height was determined by GEOID03.
 PE0095
 PE0095.The dynamic height is computed by dividing the NAVD 88
 PE0095.geopotential number by the normal gravity value computed on the
 PE0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0095.degrees latitude (g = 980.6199 gals.).
 PE0095
 PE0095.The modeled gravity was interpolated from observed gravity values.
 PE0095
 PE0095;                    North         East    Units  Estimated Accuracy
 PE0095;SPC ME E     -   100,370.      322,660.      MT  (+/- 180 meters Scaled)
 PE0095
 PE0095                          SUPERSEDED SURVEY CONTROL
 PE0095
 PE0095  NGVD 29 (??/??/92)    4.051  (m)           13.29   (f) ADJ UNCH    2 0
 PE0095
 PE0095.Superseded values are not recommended for survey control.
 PE0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0095.See file dsdata.txt to determine how the superseded data were derived.
 PE0095
 PE0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK623354(NAD 83)
 PE0095_MARKER: DB = BENCH MARK DISK
 PE0095_SETTING: 66 = SET IN ROCK OUTCROP
 PE0095_SP_SET: ROCK CUT
 PE0095_STAMPING: C 93 1942
 PE0095_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0095+STABILITY: POSITION/ELEVATION WELL
 PE0095
 PE0095  HISTORY     - Date     Condition        Report By
 PE0095  HISTORY     - 1942     MONUMENTED       CGS
 PE0095  HISTORY     - 1966     GOOD             NGS
 PE0095
 PE0095                          STATION DESCRIPTION
 PE0095
 PE0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0095'3.3 MI S FROM FRANKLIN.
 PE0095'2.3 MILES SOUTHEAST ALONG STATE HIGHWAY 200 FROM THE JUNCTION
 PE0095'OF STATE HIGHWAY 182 AT FRANKLIN, THENCE 1.0 MILE WEST ALONG A
 PE0095'BLACK TOPPED AND GRAVELED ROAD, ON THE NORTHWEST SIDE OF A
 PE0095'SMALL RAVINE, NEAR THE EAST CORNER OF A SMALL CLEARING, SET IN
 PE0095'THE TOP OF A ROCK WHICH IS 12 FEET LONG-5 FEET WIDE AND
 PE0095'PROJECTS 2 FEET ABOVE THE LEVEL OF THE GROUND, 60 FEET
 PE0095'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 4 FEET WEST OF THE
 PE0095'EAST END OF THE EXPOSED PORTION OF THE ROCK AND ABOUT 4 FEET
 PE0095'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0016 ***********************************************************************
 QF0016  DESIGNATION -  C 96
 QF0016  PID         -  QF0016
 QF0016  STATE/COUNTY-  ME/WASHINGTON
 QF0016  USGS QUAD   -  MEDDYBEMPS LAKE EAST (1987)
 QF0016
 QF0016                         *CURRENT SURVEY CONTROL
 QF0016  ___________________________________________________________________
 QF0016* NAD 83(1986)-  45 03 59.     (N)    067 16 19.     (W)     SCALED    
 QF0016* NAVD 88     -        38.416  (meters)     126.04   (feet)  ADJUSTED  
 QF0016  ___________________________________________________________________
 QF0016  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 QF0016  DYNAMIC HT  -          38.416 (meters)     126.04  (feet)  COMP
 QF0016  MODELED GRAV-     980,615.2   (mgal)                       NAVD 88
 QF0016
 QF0016  VERT ORDER  -  FIRST     CLASS I
 QF0016
 QF0016.The horizontal coordinates were scaled from a topographic map and have
 QF0016.an estimated accuracy of +/- 6 seconds.
 QF0016
 QF0016.The orthometric height was determined by differential leveling
 QF0016.and adjusted by the National Geodetic Survey in June 1991..
 QF0016
 QF0016.The geoid height was determined by GEOID03.
 QF0016
 QF0016.The dynamic height is computed by dividing the NAVD 88
 QF0016.geopotential number by the normal gravity value computed on the
 QF0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0016.degrees latitude (g = 980.6199 gals.).
 QF0016
 QF0016.The modeled gravity was interpolated from observed gravity values.
 QF0016
 QF0016;                    North         East    Units  Estimated Accuracy
 QF0016;SPC ME E     -   156,250.      396,710.      MT  (+/- 180 meters Scaled)
 QF0016
 QF0016                          SUPERSEDED SURVEY CONTROL
 QF0016
 QF0016  NGVD 29 (??/??/92)   38.622  (m)          126.71   (f) ADJ UNCH    1 1
 QF0016
 QF0016.Superseded values are not recommended for survey control.
 QF0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0016.See file dsdata.txt to determine how the superseded data were derived.
 QF0016
 QF0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK360917(NAD 83)
 QF0016_MARKER: DB = BENCH MARK DISK
 QF0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QF0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QF0016_STAMPING: C 96 1942
 QF0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0016+STABILITY: SURFACE MOTION
 QF0016
 QF0016  HISTORY     - Date     Condition        Report By
 QF0016  HISTORY     - 1942     MONUMENTED       CGS
 QF0016  HISTORY     - 1966     GOOD             NGS
 QF0016  HISTORY     - 1978     MARK NOT FOUND   DMA
 QF0016
 QF0016                          STATION DESCRIPTION
 QF0016
 QF0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 QF0016'3.5 MI N FROM CHARLOTTE.
 QF0016'3.5 MILES NORTH ALONG THE MAINE CENTRAL RAILROAD FROM THE
 QF0016'CROSSING OF A BLACK TOPPED ROAD AT CHARLOTTE, ABOUT 0.25 MILE
 QF0016'SOUTH OF MILEPOST C9/P261, 175 FEET SOUTH OF THE SOUTH END OF THE
 QF0016'WEST CONCRETE HEAD WALL FOR A DOUBLE PIPE CULVERT UNDER THE
 QF0016'TRACK, 41 FEET SOUTH OF THE SOUTHWEST CORNER OF A SECTION
 QF0016'HOUSE, 33 FEET WEST OF THE WEST RAIL, 3 1/2 FEET SOUTH OF A
 QF0016'WOODEN WITNESS POST, ABOUT 4 FEET ABOVE THE LEVEL OF THE TRACK,
 QF0016'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 QF0016
 QF0016                          STATION RECOVERY (1978)
 QF0016
 QF0016'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 QF0016'NEW COSNCRETE CULVERT HAS BEEN PUT IN NO SECTION HOUSE THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0225 ***********************************************************************
 OB0225  DESIGNATION -  C 97
 OB0225  PID         -  OB0225
 OB0225  STATE/COUNTY-  ME/CUMBERLAND
 OB0225  USGS QUAD   -  BRUNSWICK (1980)
 OB0225
 OB0225                         *CURRENT SURVEY CONTROL
 OB0225  ___________________________________________________________________
 OB0225* NAD 83(1986)-  43 54 14.     (N)    069 57 21.     (W)     SCALED    
 OB0225* NAVD 88     -        23.264  (meters)      76.33   (feet)  ADJUSTED  
 OB0225  ___________________________________________________________________
 OB0225  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 OB0225  DYNAMIC HT  -          23.261 (meters)      76.32  (feet)  COMP
 OB0225  MODELED GRAV-     980,518.4   (mgal)                       NAVD 88
 OB0225
 OB0225  VERT ORDER  -  SECOND    CLASS 0
 OB0225
 OB0225.The horizontal coordinates were scaled from a topographic map and have
 OB0225.an estimated accuracy of +/- 6 seconds.
 OB0225
 OB0225.The orthometric height was determined by differential leveling
 OB0225.and adjusted by the National Geodetic Survey in June 1991..
 OB0225
 OB0225.The geoid height was determined by GEOID03.
 OB0225
 OB0225.The dynamic height is computed by dividing the NAVD 88
 OB0225.geopotential number by the normal gravity value computed on the
 OB0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0225.degrees latitude (g = 980.6199 gals.).
 OB0225
 OB0225.The modeled gravity was interpolated from observed gravity values.
 OB0225
 OB0225;                    North         East    Units  Estimated Accuracy
 OB0225;SPC ME W     -   118,960.      916,940.      MT  (+/- 180 meters Scaled)
 OB0225
 OB0225                          SUPERSEDED SURVEY CONTROL
 OB0225
 OB0225  NGVD 29 (??/??/92)   23.462  (m)           76.97   (f) ADJ UNCH    2 0
 OB0225
 OB0225.Superseded values are not recommended for survey control.
 OB0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0225.See file dsdata.txt to determine how the superseded data were derived.
 OB0225
 OB0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ232616(NAD 83)
 OB0225_MARKER: DB = BENCH MARK DISK
 OB0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OB0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OB0225_STAMPING: C 97 1943
 OB0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OB0225+STABILITY: SURFACE MOTION
 OB0225
 OB0225  HISTORY     - Date     Condition        Report By
 OB0225  HISTORY     - 1943     MONUMENTED       CGS
 OB0225  HISTORY     - 1957     GOOD             NGS
 OB0225  HISTORY     - 1974     MARK NOT FOUND   USGS
 OB0225  HISTORY     - 20060713 MARK NOT FOUND   GEOCAC
 OB0225
 OB0225                          STATION DESCRIPTION
 OB0225
 OB0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OB0225'0.7 MI SE FROM BRUNSWICK.
 OB0225'0.7 MILE SE ALONG STATE HWY. 123 FROM MAINE CENTRAL R.R. STATION AT
 OB0225'BRUNSWICK, CUMBERLAND COUNTY, AT JUNCTION OF STATE HWY. 123 AND GURNET
 OB0225'ROAD, IN THE ANGLE OF THE FORKS, 19 FT. E OF CENTERLINE OF HWY., 4 FT.
 OB0225'S OF POWER POLE NO. 2500L.  A STANDARD DISK, STAMPED C 97 1943 AND SET
 OB0225'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FT. ABOVE GROUND.
 OB0225
 OB0225                          STATION RECOVERY (1974)
 OB0225
 OB0225'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 OB0225'MARK NOT FOUND.
 OB0225
 OB0225                          STATION RECOVERY (2006)
 OB0225
 OB0225'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 OB0225'THIS WOULD APPEAR TO BE AT THE TRIANGLE IN THE SOUTHERN INTERSECTION
 OB0225'OF HARPSWELL ROAD AND GARRISON STREET, BRUNSWICK, MAINE.  THE SPOT
 OB0225'FOUR FEET SOUTH OF THE POLE HAS BEEN PAVED OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0159 ***********************************************************************
 OC0159  DESIGNATION -  C 98
 OC0159  PID         -  OC0159
 OC0159  STATE/COUNTY-  ME/CUMBERLAND
 OC0159  USGS QUAD   -  PROUTS NECK (1978)
 OC0159
 OC0159                         *CURRENT SURVEY CONTROL
 OC0159  ___________________________________________________________________
 OC0159* NAD 83(1986)-  43 34 47.     (N)    070 15 07.     (W)     SCALED    
 OC0159* NAVD 88     -        15.619  (meters)      51.24   (feet)  ADJUSTED  
 OC0159  ___________________________________________________________________
 OC0159  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 OC0159  DYNAMIC HT  -          15.617 (meters)      51.24  (feet)  COMP
 OC0159  MODELED GRAV-     980,505.3   (mgal)                       NAVD 88
 OC0159
 OC0159  VERT ORDER  -  SECOND    CLASS 0
 OC0159
 OC0159.The horizontal coordinates were scaled from a topographic map and have
 OC0159.an estimated accuracy of +/- 6 seconds.
 OC0159
 OC0159.The orthometric height was determined by differential leveling
 OC0159.and adjusted by the National Geodetic Survey in June 1991..
 OC0159
 OC0159.The geoid height was determined by GEOID03.
 OC0159
 OC0159.The dynamic height is computed by dividing the NAVD 88
 OC0159.geopotential number by the normal gravity value computed on the
 OC0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0159.degrees latitude (g = 980.6199 gals.).
 OC0159
 OC0159.The modeled gravity was interpolated from observed gravity values.
 OC0159
 OC0159;                    North         East    Units  Estimated Accuracy
 OC0159;SPC ME W     -    82,920.      893,110.      MT  (+/- 180 meters Scaled)
 OC0159
 OC0159                          SUPERSEDED SURVEY CONTROL
 OC0159
 OC0159  NGVD 29 (??/??/92)   15.843  (m)           51.98   (f) ADJ UNCH    2 0
 OC0159
 OC0159.Superseded values are not recommended for survey control.
 OC0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0159.See file dsdata.txt to determine how the superseded data were derived.
 OC0159
 OC0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ989259(NAD 83)
 OC0159_MARKER: DB = BENCH MARK DISK
 OC0159_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OC0159_SP_SET: FENCE
 OC0159_STAMPING: C 98 1943
 OC0159_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC0159
 OC0159  HISTORY     - Date     Condition        Report By
 OC0159  HISTORY     - 1943     MONUMENTED       CGS
 OC0159  HISTORY     - 1972     GOOD             LOCSUR
 OC0159
 OC0159                          STATION DESCRIPTION
 OC0159
 OC0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 OC0159'5.1 MI SE FROM SCARBORO.
 OC0159'5.1 MILES SOUTHEAST ALONG STATE HIGHWAY 207 FROM SCARBORO,
 OC0159'CUMBERLAND COUNTY, THENCE 3.3 MILES NORTHEAST ALONG STATE
 OC0159'HIGHWAY 77, 30.5 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AT
 OC0159'THE SPURWINK SOUTH CONGREGATIONAL CHURCH, 9.5 FEET WEST OF THE
 OC0159'WEST END OF THE CHURCH, AND AT THE EDGE OF THE FENCE AROUND THE
 OC0159'CEMETERY.
 OC0159
 OC0159                          STATION RECOVERY (1972)
 OC0159
 OC0159'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972
 OC0159'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0463 ***********************************************************************
 OC0463  DESIGNATION -  C 99
 OC0463  PID         -  OC0463
 OC0463  STATE/COUNTY-  ME/YORK
 OC0463  USGS QUAD   -  YORK BEACH (1998)
 OC0463
 OC0463                         *CURRENT SURVEY CONTROL
 OC0463  ___________________________________________________________________
 OC0463* NAD 83(1986)-  43 14 32.     (N)    070 35 49.     (W)     SCALED    
 OC0463* NAVD 88     -        19.282  (meters)      63.26   (feet)  ADJUSTED  
 OC0463  ___________________________________________________________________
 OC0463  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 OC0463  DYNAMIC HT  -          19.279 (meters)      63.25  (feet)  COMP
 OC0463  MODELED GRAV-     980,467.9   (mgal)                       NAVD 88
 OC0463
 OC0463  VERT ORDER  -  SECOND    CLASS 0
 OC0463
 OC0463.The horizontal coordinates were scaled from a topographic map and have
 OC0463.an estimated accuracy of +/- 6 seconds.
 OC0463
 OC0463.The orthometric height was determined by differential leveling
 OC0463.and adjusted by the National Geodetic Survey in June 1991..
 OC0463
 OC0463.The geoid height was determined by GEOID03.
 OC0463
 OC0463.The dynamic height is computed by dividing the NAVD 88
 OC0463.geopotential number by the normal gravity value computed on the
 OC0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0463.degrees latitude (g = 980.6199 gals.).
 OC0463
 OC0463.The modeled gravity was interpolated from observed gravity values.
 OC0463
 OC0463;                    North         East    Units  Estimated Accuracy
 OC0463;SPC ME W     -    45,510.      865,050.      MT  (+/- 180 meters Scaled)
 OC0463
 OC0463                          SUPERSEDED SURVEY CONTROL
 OC0463
 OC0463  NGVD 29 (??/??/92)   19.509  (m)           64.01   (f) ADJ UNCH    2 0
 OC0463
 OC0463.Superseded values are not recommended for survey control.
 OC0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0463.See file dsdata.txt to determine how the superseded data were derived.
 OC0463
 OC0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH703889(NAD 83)
 OC0463_MARKER: DB = BENCH MARK DISK
 OC0463_SETTING: 80 = SET IN A BOULDER
 OC0463_SP_SET: BOULDER
 OC0463_STAMPING: C 99 1943
 OC0463_MARK LOGO: CGS   
 OC0463_MAGNETIC: N = NO MAGNETIC MATERIAL
 OC0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC0463+STABILITY: SURFACE MOTION
 OC0463
 OC0463  HISTORY     - Date     Condition        Report By
 OC0463  HISTORY     - 1943     MONUMENTED       CGS
 OC0463  HISTORY     - 1976     GOOD             NGS
 OC0463  HISTORY     - 1988     GOOD             USPSQD
 OC0463  HISTORY     - 1989     GOOD             USPSQD
 OC0463  HISTORY     - 19920219 GOOD             LOCENG
 OC0463  HISTORY     - 20060111 GOOD             EASTOP
 OC0463
 OC0463                          STATION DESCRIPTION
 OC0463
 OC0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 OC0463'AT OGUNQUIT.
 OC0463'0.5 MILE SOUTHEAST ALONG U.S. HIGHWAY 1A FROM THE POST OFFICE AT
 OC0463'OGUNQUIT, YORK COUNTY, AT A T-ROAD JUNCTION, 142 FEET NORTHEAST
 OC0463'OF THE JUNCTION, 39 FEET SOUTHWEST OF THE CENTERLINE OF THE
 OC0463'HIGHWAY, ACROSS THE HIGHWAY FROM THE CHAPMAN HOUSE, IN A LARGE
 OC0463'OUTCROPPING BOULDER, AND ABOUT 3 FEET HIGHER THAN THE ROAD.
 OC0463
 OC0463                          STATION RECOVERY (1976)
 OC0463
 OC0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0463'RECOVERED IN GOOD CONDITION.
 OC0463
 OC0463                          STATION RECOVERY (1988)
 OC0463
 OC0463'RECOVERY NOTE BY US POWER SQUADRON 1988 (RSR)
 OC0463'RECOVERED IN GOOD CONDITION.
 OC0463
 OC0463                          STATION RECOVERY (1989)
 OC0463
 OC0463'RECOVERY NOTE BY US POWER SQUADRON 1989 (RSR)
 OC0463'RECOVERED IN GOOD CONDITION.
 OC0463
 OC0463                          STATION RECOVERY (1992)
 OC0463
 OC0463'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992 (MJB)
 OC0463'RECOVERED IN GOOD CONDITION.  NOTE--THERE APPEARS TO BE A NEW POST
 OC0463'OFFICE SINCE BM WAS SET, OLD POST OFFICE APPEARS TO BE NEAR THE
 OC0463'INTERSECTION OF RT 1 AND BERWICK ROAD.
 OC0463
 OC0463                          STATION RECOVERY (2006)
 OC0463
 OC0463'RECOVERY NOTE BY EASTERN TOPOGRAPHICS 2006 (DJ)
 OC0463'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0663 ***********************************************************************
 QF0663  DESIGNATION -  C IBC 1894
 QF0663  PID         -  QF0663
 QF0663  STATE/COUNTY-  ME/WASHINGTON
 QF0663  USGS QUAD   -  ROBBINSTON (1977)
 QF0663
 QF0663                         *CURRENT SURVEY CONTROL
 QF0663  ___________________________________________________________________
 QF0663* NAD 83(1996)-  45 01 10.79583(N)    067 04 31.51003(W)     ADJUSTED  
 QF0663* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 QF0663  ___________________________________________________________________
 QF0663  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 QF0663  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 QF0663
 QF0663  HORZ ORDER  -  THIRD
 QF0663
 QF0663.The horizontal coordinates were established by classical geodetic methods
 QF0663.and adjusted by the National Geodetic Survey in March 1998..
 QF0663
 QF0663.The orthometric height was scaled from a topographic map.
 QF0663
 QF0663.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0663
 QF0663.The geoid height was determined by GEOID03.
 QF0663
 QF0663;                    North         East     Units Scale Factor Converg.
 QF0663;SPC ME E     -   151,316.169   412,274.020   MT  1.00005495   +1 00 28.0
 QF0663;UTM  19      - 4,986,936.756   651,634.513   MT  0.99988273   +1 21 41.8
 QF0663
 QF0663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0663!SPC ME E     -   1.00000343  x   1.00005495  =   1.00005839
 QF0663!UTM  19      -   1.00000343  x   0.99988273  =   0.99988616
 QF0663
 QF0663                          SUPERSEDED SURVEY CONTROL
 QF0663
 QF0663  NAD 83(1992)-  45 01 10.78658(N)    067 04 31.50994(W) AD(       ) 3
 QF0663  NAD 83(1986)-  45 01 10.78535(N)    067 04 31.51270(W) AD(       ) 3
 QF0663  NAD 27      -  45 01 10.51900(N)    067 04 33.57300(W) AD(       ) 3
 QF0663
 QF0663.Superseded values are not recommended for survey control.
 QF0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0663.See file dsdata.txt to determine how the superseded data were derived.
 QF0663
 QF0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5163586937(NAD 83)
 QF0663_MARKER: W = UNMONUMENTED
 QF0663_SETTING: 0 = UNSPECIFIED SETTING
 QF0663
 QF0663  HISTORY     - Date     Condition        Report By
 QF0663  HISTORY     - 1894     MONUMENTED       CGS
 QF0663  HISTORY     - 1947     SEE DESCRIPTION  CGS
 QF0663
 QF0663                          STATION DESCRIPTION
 QF0663
 QF0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (JH)
 QF0663'STATION IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2029 ***********************************************************************
 OC2029  DESIGNATION -  C STONES HOUSE MIDDLE CHIMNEY
 OC2029  PID         -  OC2029
 OC2029  STATE/COUNTY-  ME/YORK
 OC2029  USGS QUAD   -  KENNEBUNKPORT (1975)
 OC2029
 OC2029                         *CURRENT SURVEY CONTROL
 OC2029  ___________________________________________________________________
 OC2029* NAD 83(1996)-  43 22 07.23605(N)    070 25 58.88637(W)     ADJUSTED  
 OC2029* NAVD 88     -                                                        
 OC2029  ___________________________________________________________________
 OC2029  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 OC2029  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 OC2029
 OC2029  HORZ ORDER  -  THIRD
 OC2029
 OC2029.The horizontal coordinates were established by classical geodetic methods
 OC2029.and adjusted by the National Geodetic Survey in March 1998..
 OC2029
 OC2029
 OC2029.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2029
 OC2029.The geoid height was determined by GEOID03.
 OC2029
 OC2029;                    North         East     Units Scale Factor Converg.
 OC2029;SPC ME W     -    59,506.287   878,411.987   MT  0.99997240   -0 10 58.5
 OC2029;UTM  19      - 4,802,754.172   383,896.641   MT  0.99976582   -0 59 03.0
 OC2029
 OC2029                          SUPERSEDED SURVEY CONTROL
 OC2029
 OC2029  NAD 83(1992)-  43 22 07.23475(N)    070 25 58.88765(W) AD(       ) 4
 OC2029  NAD 83(1986)-  43 22 07.24043(N)    070 25 58.89318(W) AD(       ) 4
 OC2029  NAD 27      -  43 22 06.92800(N)    070 26 00.72700(W) AD(       ) 3
 OC2029
 OC2029.Superseded values are not recommended for survey control.
 OC2029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2029.See file dsdata.txt to determine how the superseded data were derived.
 OC2029
 OC2029_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ8389702754(NAD 83)
 OC2029
 OC2029  HISTORY     - Date     Condition        Report By
 OC2029  HISTORY     - UNK      MONUMENTED
 OC2029  HISTORY     - 1928     SEE DESCRIPTION  CGS
 OC2029  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OC2029
 OC2029                          STATION DESCRIPTION
 OC2029
 OC2029'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (GCM)
 OC2029'RECOVERED UNCHANGED.  THIS IS THE DWELLING HOUSE ATTACHED
 OC2029'TO STONE HAVEN INN.
 OC2029
 OC2029                          STATION RECOVERY (1953)
 OC2029
 OC2029'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EHK)
 OC2029'THE HOUSE AND THE STATION WERE DESTROYED BY FIRE ABOUT 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0653 ***********************************************************************
 QF0653  DESIGNATION -  C SUB
 QF0653  PID         -  QF0653
 QF0653  STATE/COUNTY-  ME/WASHINGTON
 QF0653  USGS QUAD   -  ROBBINSTON (1977)
 QF0653
 QF0653                         *CURRENT SURVEY CONTROL
 QF0653  ___________________________________________________________________
 QF0653* NAD 83(1996)-  45 01 10.89931(N)    067 04 31.23807(W)     ADJUSTED  
 QF0653* NAVD 88     -         5.0    (meters)      16.     (feet)  VERTCON   
 QF0653  ___________________________________________________________________
 QF0653  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 QF0653  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 QF0653
 QF0653  HORZ ORDER  -  THIRD
 QF0653
 QF0653.The horizontal coordinates were established by classical geodetic methods
 QF0653.and adjusted by the National Geodetic Survey in March 1998..
 QF0653
 QF0653.The NAVD 88 height was computed by applying the VERTCON shift value to
 QF0653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QF0653
 QF0653.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0653
 QF0653.The geoid height was determined by GEOID03.
 QF0653
 QF0653;                    North         East     Units Scale Factor Converg.
 QF0653;SPC ME E     -   151,319.468   412,279.917   MT  1.00005497   +1 00 28.2
 QF0653;UTM  19      - 4,986,940.090   651,640.389   MT  0.99988275   +1 21 42.0
 QF0653
 QF0653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0653!SPC ME E     -   1.00000278  x   1.00005497  =   1.00005775
 QF0653!UTM  19      -   1.00000278  x   0.99988275  =   0.99988553
 QF0653
 QF0653|---------------------------------------------------------------------|
 QF0653| PID    Reference Object                     Distance      Geod. Az  |
 QF0653|                                                           dddmmss.s |
 QF0653| CE8817 C SUB RM 1                            2.747 METERS 22858     |
 QF0653| CE8818 C SUB RM 2                            4.570 METERS 28120     |
 QF0653| QF0662 LORING                                4.399 METERS 28303     |
 QF0653| QF0664 BIN IBC 1946                        APPROX. 6.3 KM 3374401.2 |
 QF0653|---------------------------------------------------------------------|
 QF0653
 QF0653                          SUPERSEDED SURVEY CONTROL
 QF0653
 QF0653  NAD 83(1992)-  45 01 10.89064(N)    067 04 31.23808(W) AD(       ) 3
 QF0653  NAD 83(1986)-  45 01 10.88818(N)    067 04 31.23879(W) AD(       ) 3
 QF0653  NAD 27      -  45 01 10.60800(N)    067 04 33.29000(W) AD(       ) 3
 QF0653  NGVD 29 (09/20/87)    5.2    (m)           17.     (f) VERT ANG       
 QF0653
 QF0653.Superseded values are not recommended for survey control.
 QF0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0653.See file dsdata.txt to determine how the superseded data were derived.
 QF0653
 QF0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5164086940(NAD 83)
 QF0653_MARKER: I = METAL ROD
 QF0653_SETTING: 66 = SET IN ROCK OUTCROP
 QF0653_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 QF0653_MAGNETIC: N = NO MAGNETIC MATERIAL
 QF0653_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0653+STABILITY: POSITION/ELEVATION WELL
 QF0653
 QF0653  HISTORY     - Date     Condition        Report By
 QF0653  HISTORY     - 1894     MONUMENTED       IBC
 QF0653  HISTORY     - 1946     GOOD             IBC
 QF0653  HISTORY     - 1985     GOOD             NOS
 QF0653
 QF0653                          STATION DESCRIPTION
 QF0653
 QF0653'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF0653'ON THE POINT ON THE N SIDE OF GIN COVE, NOW CALLED LORINGS COVE, ON
 QF0653'THE W SIDE OF PASSAMAQUODDY BAY, 3 MILES S OF JOES POINT, AT THE
 QF0653'MOUTH OF ST CROIX RIVER, AND ABOUT A MILE S OF LEWIS COVE AT NORTH
 QF0653'PERRY, ME.  THE STATION IS ON A PROJECTING ROCKY LEDGE AT THE BAY
 QF0653'EDGE OF THE PICNIC GROUNDS BELONGING TO MR LORING OF PERRY, 3 FEET
 QF0653'INSIDE THE EDGE OF THE HIGH LEDGE, 6 FEET N OF THE EXTREME END OF
 QF0653'THIS HIGH LEDGE, AND 12 FEET OUTSIDE THE GRASS LINE, ON THE OPEN
 QF0653'GRASSY POINT.
 QF0653'
 QF0653'STATION MARK IS A 5/16 - INCH COPPER BOLT SET IN WHITE CONCRETE OR
 QF0653'SULPHUR IN A DRILL HOLE IN THE LEDGE AND PROJECTING ABOUT 3/4 INCH.
 QF0653'ONE REFERENCE MARK IS A GS OF C BRONZE REFERENCE DISK SET IN A DRILL
 QF0653'HOLE IN THE LEDGE DIRECTLY INSHORE AND ABOUT 1 FOOT OUTSIDE THE
 QF0653'EARTHEN BANK.  THE OTHER IS A DRILL HOLE IN THE LEDGE OUTSIDE THE
 QF0653'EARTH BANK AND UP THE BAY FROM THE STATION.
 QF0653'
 QF0653'REFERENCE MARK 3 (LORING) IS A STANDARD USC AND GS STATION DISK SET
 QF0653'IN A DRILL HOLE IN THE LEDGE, ONE METER OUTSIDE THE GRASS ON THE
 QF0653'POINT, DISTANT 3.564 METERS FROM REFERENCE MARK 1.  STATION PROBABLY
 QF0653'DR KINGS REFERENCE MARK.
 QF0653
 QF0653                          STATION RECOVERY (1985)
 QF0653
 QF0653'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1985 (WVH)
 QF0653'THE STATION WAS RECOVERED AT THIS DATE.
 QF0653'THE DISTANCES TO REFERENCE MARK 1 AND LORING CHECKED WELL.
 QF0653'REFERENCE MARK 2 WAS NOT FOUND.  THE PROPERTY OWNER IS
 QF0653'WALTER LORING, TELEPHONE 207-853-4744.
 QF0653'
 QF0653'HEIGHT OF LIGHT SHOWN WAS 1.3 METERS ABOVE THE MARK.
 QF0653'
 QF0653'DESCRIBED BY G.E.L.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0174 ***********************************************************************
 SF0174  DESIGNATION -  C39 IBC 1909
 SF0174  PID         -  SF0174
 SF0174  STATE/COUNTY-  ME/AROOSTOOK
 SF0174  USGS QUAD   -  LILLE (1986)
 SF0174
 SF0174                         *CURRENT SURVEY CONTROL
 SF0174  ___________________________________________________________________
 SF0174* NAD 83(1996)-  47 15 27.06689(N)    068 03 25.07224(W)     ADJUSTED  
 SF0174* NAVD 88     -       140.7    (meters)     462.     (feet)  VERTCON   
 SF0174  ___________________________________________________________________
 SF0174  LAPLACE CORR-           6.09  (seconds)                    DEFLEC99
 SF0174  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 SF0174
 SF0174  HORZ ORDER  -  SECOND
 SF0174
 SF0174.The horizontal coordinates were established by classical geodetic methods
 SF0174.and adjusted by the National Geodetic Survey in March 1998..
 SF0174
 SF0174.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0174
 SF0174.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0174
 SF0174.The geoid height was determined by GEOID03.
 SF0174
 SF0174;                    North         East     Units Scale Factor Converg.
 SF0174;SPC ME E     -   399,145.469   333,529.886   MT  0.99991381   +0 19 31.3
 SF0174;UTM  19      - 5,234,213.107   571,349.363   MT  0.99966256   +0 41 33.4
 SF0174
 SF0174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0174!SPC ME E     -   0.99998160  x   0.99991381  =   0.99989541
 SF0174!UTM  19      -   0.99998160  x   0.99966256  =   0.99964417
 SF0174
 SF0174                          SUPERSEDED SURVEY CONTROL
 SF0174
 SF0174  NAD 83(1992)-  47 15 27.06315(N)    068 03 25.06980(W) AD(       ) 2
 SF0174  NAD 83(1986)-  47 15 27.06518(N)    068 03 25.06195(W) AD(       ) 2
 SF0174  NAD 27      -  47 15 26.91438(N)    068 03 26.95147(W) AD(       ) 2
 SF0174  NGVD 29 (07/19/86)  140.9    (m)          462.     (f) VERT ANG       
 SF0174
 SF0174.Superseded values are not recommended for survey control.
 SF0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0174.See file dsdata.txt to determine how the superseded data were derived.
 SF0174
 SF0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN7134934213(NAD 83)
 SF0174
 SF0174  HISTORY     - Date     Condition        Report By
 SF0174  HISTORY     - 1909     MONUMENTED       CGS
 SF0174  HISTORY     - 1975     SEE DESCRIPTION  NGS
 SF0174
 SF0174                          STATION DESCRIPTION
 SF0174
 SF0174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CRM)
 SF0174'THE REFERENCE MONUMENT WAS RECOVERED IN POOR CONDITION, BUT A
 SF0174'TIE WAS MADE.  REFERENCE MARKS WERE NOT ESTABLISHED.  REFERENCE
 SF0174'MONUMENT C-39A-75 IS IN THE NEAR VICINITY.  (SEE DESCRIPTION
 SF0174'THEREOF).  A NEW DESCRIPTION FOLLOWS.
 SF0174'
 SF0174'THE REFERENCE MONUMENT IS LOCATED ABOUT 1-1/2 MILES NORTHWEST
 SF0174'OF STE. ANNE DE MADAWASKA, NEW BRUNSWICK, IN THE SOUTHWEST
 SF0174'CORNER OF A SMALL PASTURE, AND ON PROPERTY OWNED BY MR. ALPHONSE
 SF0174'MARTEN.
 SF0174'
 SF0174'TO REACH THE REFERENCE MONUMENT FROM THE CATHOLIC CHURCH IN
 SF0174'STE. ANNE DE MADAWASKA, GO NORTHWEST ON A PAVED ROAD FOR 0.8 MILE
 SF0174'TO TRANS CANADA HIGHWAY NO. 2.  BEAR RIGHT AND GO NORTHWEST ON
 SF0174'TRANS CANADA HIGHWAY NO. 2 FOR 0.8 MILE TO A GRAVELED DRIVEWAY
 SF0174'ON THE LEFT.  TURN LEFT AND FOLLOW THE DRIVEWAY SOUTHERLY,
 SF0174'CROSSING A RAILROAD, FOR 0.1 MILE TO THE MARTEN HOUSE AND
 SF0174'BARN.  THE REFERENCE MONUMENT IS NEAR THE RIVER BANK, ABOUT 200
 SF0174'FEET NORTHWEST OF THE BARN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0183 ***********************************************************************
 SF0183  DESIGNATION -  C42 IBC 1975 RM 2 1975
 SF0183  PID         -  SF0183
 SF0183  STATE/COUNTY-  ME/AROOSTOOK
 SF0183  USGS QUAD   -  LILLE (1986)
 SF0183
 SF0183                         *CURRENT SURVEY CONTROL
 SF0183  ___________________________________________________________________
 SF0183* NAD 83(1996)-  47 17 19.35699(N)    068 07 06.13297(W)     ADJUSTED  
 SF0183* NAVD 88     -       143.1    (meters)     469.     (feet)  VERTCON   
 SF0183  ___________________________________________________________________
 SF0183  LAPLACE CORR-           5.47  (seconds)                    DEFLEC99
 SF0183  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 SF0183
 SF0183  HORZ ORDER  -  SECOND
 SF0183
 SF0183.The horizontal coordinates were established by classical geodetic methods
 SF0183.and adjusted by the National Geodetic Survey in March 1998..
 SF0183
 SF0183.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0183
 SF0183.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0183
 SF0183.The geoid height was determined by GEOID03.
 SF0183
 SF0183;                    North         East     Units Scale Factor Converg.
 SF0183;SPC ME E     -   402,588.327   328,865.605   MT  0.99991024   +0 16 49.5
 SF0183;UTM  19      - 5,237,625.127   566,664.293   MT  0.99965462   +0 38 52.2
 SF0183
 SF0183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0183!SPC ME E     -   0.99998125  x   0.99991024  =   0.99989149
 SF0183!UTM  19      -   0.99998125  x   0.99965462  =   0.99963587
 SF0183
 SF0183|---------------------------------------------------------------------|
 SF0183| PID    Reference Object                     Distance      Geod. Az  |
 SF0183|                                                           dddmmss.s |
 SF0183| SF0184 REFERENCE MON C 42                    7.815 METERS 02111     |
 SF0183| SF0188 REFERENCE MON S 44                  APPROX. 0.8 KM 2391555.4 |
 SF0183|---------------------------------------------------------------------|
 SF0183
 SF0183                          SUPERSEDED SURVEY CONTROL
 SF0183
 SF0183  NAD 83(1992)-  47 17 19.35291(N)    068 07 06.13047(W) AD(       ) 2
 SF0183  NAD 83(1986)-  47 17 19.35570(N)    068 07 06.12240(W) AD(       ) 2
 SF0183  NAD 27      -  47 17 19.20654(N)    068 07 07.99850(W) AD(       ) 2
 SF0183  NGVD 29 (07/19/86)  143.3    (m)          470.     (f) VERT ANG       
 SF0183
 SF0183.Superseded values are not recommended for survey control.
 SF0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0183.See file dsdata.txt to determine how the superseded data were derived.
 SF0183
 SF0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN6666437625(NAD 83)
 SF0183_MARKER: Z = SEE DESCRIPTION
 SF0183_SETTING: 0 = UNSPECIFIED SETTING
 SF0183_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0183
 SF0183  HISTORY     - Date     Condition        Report By
 SF0183  HISTORY     - 1975     MONUMENTED       IBC
 SF0183
 SF0183                          STATION DESCRIPTION
 SF0183
 SF0183'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1975 (CRM)
 SF0183'THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTH-SOUTHEAST OF
 SF0183'GREEN RIVER, NEW BRUNSWICK, 3/4 MILE NORTHWEST OF LILLE, MAINE,
 SF0183'AT THE SOUTHWEST EDGE OF A FIELD AT A POINT WHERE THE GROUND
 SF0183'STARTS SLOPING OFF TOWARD THE RIVER, NEAR A SMALL, ABANDONED
 SF0183'GRAVEL PIT, AND ON PROPERTY OWNED BY MR. NORMAND DANCAUSE.
 SF0183'
 SF0183'TO REACH THE STATION FROM THE PAROISSE SACRE COEUR FONDEE
 SF0183'CATHOLIC CHURCH IN GREEN RIVER, GO SOUTHEASTERLY ON A PAVED ROAD
 SF0183'FOR 0.4 MILE TO TRANS CANADA HIGHWAY NO. 2.  TURN RIGHT AND GO
 SF0183'SOUTHEAST ON TRANS CANADA HIGHWAY NO. 2 FOR 1.6 MILES TO A
 SF0183'DRIVEWAY ON THE RIGHT.  TURN RIGHT AND GO SOUTHWEST ON THE
 SF0183'DRIVEWAY, CROSSING A RAILROAD TRACK, FOR 0.2 MILE TO THE
 SF0183'DANCAUSE HOME.  CONTINUE SOUTHWEST FOR ABOUT 150 FEET TO A BARN.
 SF0183'TURN LEFT AND GO SOUTHEAST ALONG THE NORTHEAST SIDE OF THE
 SF0183'BARN FOR ABOUT 150 FEET TO A GATE AT THE EAST CORNER OF THE
 SF0183'BARN.  PASS THROUGH THE GATE AND GO SOUTHERLY, ACROSS A
 SF0183'MEADOW, FOR 0.1 MILE TO THE STATION.
 SF0183'
 SF0183'THE STATION MARK, STAMPED C-42-75 2 1975, IS A BRONZE, REFERENCE
 SF0183'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT
 SF0183'IS 12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 20.4
 SF0183'FEET SOUTHWEST OF A STEEL, WITNESS POST WITH METAL SIGN ATTACHED
 SF0183'AND 9 FEET NORTHEAST OF A LOW BANK.
 SF0183'
 SF0183'REFERENCE MONUMENT C-42-75, STAMPED C-42-75 1975, IS A BRONZE,
 SF0183'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0183'POST THAT IS 18 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT
 SF0183'IS 35 FEET NORTHEAST OF A LOW BANK AND 5.0 FEET NORTHEAST
 SF0183'OF THE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0226 ***********************************************************************
 SF0226  DESIGNATION -  C44 IBC 1909
 SF0226  PID         -  SF0226
 SF0226  STATE/COUNTY-  ME/AROOSTOOK
 SF0226  USGS QUAD   -  GRAND ISLE (1986)
 SF0226
 SF0226                         *CURRENT SURVEY CONTROL
 SF0226  ___________________________________________________________________
 SF0226* NAD 83(1996)-  47 18 51.79294(N)    068 08 53.28517(W)     ADJUSTED  
 SF0226* NAVD 88     -       144.     (meters)     472.     (feet)  SCALED    
 SF0226  ___________________________________________________________________
 SF0226  LAPLACE CORR-           5.42  (seconds)                    DEFLEC99
 SF0226  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 SF0226
 SF0226  HORZ ORDER  -  THIRD
 SF0226
 SF0226.The horizontal coordinates were established by classical geodetic methods
 SF0226.and adjusted by the National Geodetic Survey in March 1998..
 SF0226.No horizontal observational check was made to the station.
 SF0226
 SF0226.The orthometric height was scaled from a topographic map.
 SF0226
 SF0226.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0226
 SF0226.The geoid height was determined by GEOID03.
 SF0226
 SF0226;                    North         East     Units Scale Factor Converg.
 SF0226;SPC ME E     -   405,432.094   326,601.405   MT  0.99990869   +0 15 31.1
 SF0226;UTM  19      - 5,240,453.587   564,382.487   MT  0.99965094   +0 37 34.4
 SF0226
 SF0226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0226!SPC ME E     -   0.99998115  x   0.99990869  =   0.99988984
 SF0226!UTM  19      -   0.99998115  x   0.99965094  =   0.99963209
 SF0226
 SF0226                          SUPERSEDED SURVEY CONTROL
 SF0226
 SF0226  NAD 83(1992)-  47 18 51.78866(N)    068 08 53.28267(W) AD(       ) 3
 SF0226  NAD 83(1986)-  47 18 51.79186(N)    068 08 53.27425(W) AD(       ) 3
 SF0226  NAD 27      -  47 18 51.64367(N)    068 08 55.14305(W) AD(       ) 3
 SF0226
 SF0226.Superseded values are not recommended for survey control.
 SF0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0226.See file dsdata.txt to determine how the superseded data were derived.
 SF0226
 SF0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN6438240454(NAD 83)
 SF0226
 SF0226  HISTORY     - Date     Condition        Report By
 SF0226  HISTORY     - 1909     MONUMENTED       CGS
 SF0226  HISTORY     - 1975     SEE DESCRIPTION  NGS
 SF0226
 SF0226                          STATION DESCRIPTION
 SF0226
 SF0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CRM)
 SF0226'THE REFERENCE MONUMENT WAS RECOVERED IN POOR CONDITION.  THE
 SF0226'CONCRETE IS CRACKED IN SEVERAL PLACES AND THE TOP OF THE MONUMENT
 SF0226'HAS BEEN CHIPPED.  REFERENCE MONUMENT C-44A-75 WAS ESTABLISHED
 SF0226'IN THE IMMEDIATE VICINITY.  (SEE DESCRIPTION THEREOF.) A NEW
 SF0226'DESCRIPTION FOLLOWS.
 SF0226'
 SF0226'THE REFERENCE MONUMENT IS LOCATED ABOUT 1/4 MILE SOUTHWEST OF
 SF0226'GREEN RIVER, NEW BRUNSWICK AND ON ROAD RIGHT-OF-WAY.
 SF0226'
 SF0226'TO REACH THE REFERENCE MONUMENT FROM THE PAROISSE SACRE COEUR
 SF0226'FONDEE CATHOLIC CHURCH IN GREEN RIVER, GO NORTHWESTERLY ON A
 SF0226'PAVED ROAD FOR 0.25 MILE TO A CROSSROAD.  TURN LEFT AND GO
 SF0226'SOUTHWEST ON A PAVED ROAD FOR 0.15 MILE TO A RAILROAD.  TURN LEFT
 SF0226'AND GO SOUTHEAST FOR 0.05 MILE, THENCE TURN RIGHT, CROSS THE
 SF0226'RAILROAD TRACK, AND GO SOUTHWEST ON A GRAVELED ROAD FOR 0.15
 SF0226'MILE TO THE REFERENCE MONUMENT ON THE LEFT.
 SF0226'
 SF0226'THE REFERENCE MONUMENT IS A 10-INCH SQUARE, CONCRETE SPIKE,
 SF0226'PYRAMID-SHAPED ON TOP, THAT PROJECTS 18 INCHES ABOVE A 3-FOOT
 SF0226'SQUARE, CONCRETE BASE.  OVERALL THE MONUMENT PROJECTS 3
 SF0226'FEET.  CANADA AND NO 44 1909 IS CAST IN THE BASE.  IT IS 20 FEET
 SF0226'SOUTHEAST OF THE CENTERLINE OF THE ROAD AND 5.0 FEET SOUTHWEST
 SF0226'OF A STEEL, WITNESS POST WITH METAL SIGN ATTACHED.
 SF0226'
 SF0226'A TRAVERSE TIE WAS MADE TO THIS REFERENCE MONUMENT FROM REFERENCE
 SF0226'MONUMENT C-44A-75, THE DISTANCE BEING 9.10 FEET OR 2.775 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0208 ***********************************************************************
 SF0208  DESIGNATION -  C48 IBC 1909
 SF0208  PID         -  SF0208
 SF0208  STATE/COUNTY-  ME/AROOSTOOK
 SF0208  USGS QUAD   -  GRAND ISLE (1986)
 SF0208
 SF0208                         *CURRENT SURVEY CONTROL
 SF0208  ___________________________________________________________________
 SF0208* NAD 83(1996)-  47 20 13.45161(N)    068 11 39.81077(W)     ADJUSTED  
 SF0208* NAVD 88     -       147.     (meters)     482.     (feet)  SCALED    
 SF0208  ___________________________________________________________________
 SF0208  LAPLACE CORR-           4.95  (seconds)                    DEFLEC99
 SF0208  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 SF0208
 SF0208  HORZ ORDER  -  THIRD
 SF0208
 SF0208.The horizontal coordinates were established by classical geodetic methods
 SF0208.and adjusted by the National Geodetic Survey in March 1998..
 SF0208.No horizontal observational check was made to the station.
 SF0208
 SF0208.The orthometric height was scaled from a topographic map.
 SF0208
 SF0208.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0208
 SF0208.The geoid height was determined by GEOID03.
 SF0208
 SF0208;                    North         East     Units Scale Factor Converg.
 SF0208;SPC ME E     -   407,938.918   323,094.430   MT  0.99990655   +0 13 29.0
 SF0208;UTM  19      - 5,242,937.213   560,860.413   MT  0.99964552   +0 35 32.7
 SF0208
 SF0208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0208!SPC ME E     -   0.99998069  x   0.99990655  =   0.99988724
 SF0208!UTM  19      -   0.99998069  x   0.99964552  =   0.99962621
 SF0208
 SF0208                          SUPERSEDED SURVEY CONTROL
 SF0208
 SF0208  NAD 83(1992)-  47 20 13.44713(N)    068 11 39.80812(W) AD(       ) 3
 SF0208  NAD 83(1986)-  47 20 13.45089(N)    068 11 39.79942(W) AD(       ) 3
 SF0208  NAD 27      -  47 20 13.30492(N)    068 11 41.66019(W) AD(       ) 3
 SF0208
 SF0208.Superseded values are not recommended for survey control.
 SF0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0208.See file dsdata.txt to determine how the superseded data were derived.
 SF0208
 SF0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN6086042937(NAD 83)
 SF0208
 SF0208  HISTORY     - Date     Condition        Report By
 SF0208  HISTORY     - 1909     MONUMENTED       CGS
 SF0208  HISTORY     - 1975     SEE DESCRIPTION  NGS
 SF0208
 SF0208                          STATION DESCRIPTION
 SF0208
 SF0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CRM)
 SF0208'THE REFERENCE MONUMENT WAS RECOVERED IN GOOD
 SF0208'CONDITION.  REFERENCE MONUMENT C-48A-75 WAS ESTABLISHED IN THE
 SF0208'IMMEDIATE VICINITY.  (SEE DESCRIPTION THEREOF.) A NEW DESCRIPTION
 SF0208'FOLLOWS.
 SF0208'
 SF0208'THE REFERENCE MONUMENT IS LOCATED ABOUT 2-1/4 MILES SOUTHEAST
 SF0208'OF ST. BASILE, NEW BRUNSWICK, AT THE SOUTHWEST EDGE OF A BRUSHY
 SF0208'FIELD THAT IS BETWEEN THE RIVER AND A RAILROAD TRACK, ABOUT 150
 SF0208'FEET WEST OF THE HIGHEST POINT IN THE IMMEDIATE VICINITY, AND
 SF0208'ON PROPERTY OWNED BY MR. JOHN SHARP.
 SF0208'
 SF0208'THE REFERENCE MONUMENT IS AN 0.8-FOOT SQUARE, CONCRETE POST THAT
 SF0208'PROJECTS 4 INCHES ABOVE A 3-FOOT SQUARE, CONCRETE BASE.  OVERALL
 SF0208'THE MONUMENT PROJECTS 2-1/2 FEET.  1909, CANADA, AND NO 48 IS
 SF0208'CAST IN THE CONCRETE BASE.  IT IS 8 FEET NORTHEAST OF THE RIVER
 SF0208'BANK AND 5.3 FEET SOUTHEAST OF A STEEL, WITNESS POST WITH METAL
 SF0208'SIGN ATTACHED.
 SF0208'
 SF0208'TO REACH FROM THE PAROISSE SACRE COEUR FONDEE CATHOLIC CHURCH
 SF0208'IN GREEN RIVER, NEW BRUNSWICK, GO NORTHWEST ON A PAVED ROAD FOR
 SF0208'1.1 MILES TO TRANS CANADA HIGHWAY NO. 2.  TURN LEFT AND GO
 SF0208'NORTHWEST ON TRANS CANADA HIGHWAY NO. 2 FOR 2.0 MILES TO A SMALL,
 SF0208'TWO STORY HOUSE ON THE RIGHT AND THE END OF TRUCK TRAVEL.  THIS
 SF0208'IS ABOUT 100 YARDS NORTHWEST OF A WEIGHING STATION.  PACK
 SF0208'SOUTHWEST, CROSSING A RAILROAD TRACK, FOR ABOUT 100 YARDS TO
 SF0208'THE RIVER BANK AND THE REFERENCE MONUMENT.
 SF0208'
 SF0208'A TRAVERSE TIE WAS MADE TO THIS REFERENCE MONUMENT FROM REFERENCE
 SF0208'MONUMENT C-48A-75, THE DISTANCE BEING 27.70 FEET OR 8.443 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0227 ***********************************************************************
 SF0227  DESIGNATION -  C49 IBC 1909
 SF0227  PID         -  SF0227
 SF0227  STATE/COUNTY-  ME/AROOSTOOK
 SF0227  USGS QUAD   -  GRAND ISLE (1986)
 SF0227
 SF0227                         *CURRENT SURVEY CONTROL
 SF0227  ___________________________________________________________________
 SF0227* NAD 83(1996)-  47 20 34.96339(N)    068 12 14.03306(W)     ADJUSTED  
 SF0227* NAVD 88     -       167.5    (meters)     550.     (feet)  VERTCON   
 SF0227  ___________________________________________________________________
 SF0227  LAPLACE CORR-           5.26  (seconds)                    DEFLEC99
 SF0227  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 SF0227
 SF0227  HORZ ORDER  -  SECOND
 SF0227
 SF0227.The horizontal coordinates were established by classical geodetic methods
 SF0227.and adjusted by the National Geodetic Survey in March 1998..
 SF0227
 SF0227.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0227.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0227
 SF0227.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0227
 SF0227.The geoid height was determined by GEOID03.
 SF0227
 SF0227;                    North         East     Units Scale Factor Converg.
 SF0227;SPC ME E     -   408,600.418   322,373.535   MT  0.99990615   +0 13 03.9
 SF0227;UTM  19      - 5,243,593.901   560,135.477   MT  0.99964444   +0 35 07.8
 SF0227
 SF0227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0227!SPC ME E     -   0.99997746  x   0.99990615  =   0.99988361
 SF0227!UTM  19      -   0.99997746  x   0.99964444  =   0.99962191
 SF0227
 SF0227|---------------------------------------------------------------------|
 SF0227| PID    Reference Object                     Distance      Geod. Az  |
 SF0227|                                                           dddmmss.s |
 SF0227| SF0228 C49 IBC 1909 A PT 1975                6.901 METERS 06314     |
 SF0227| SF0257 EDMUN TV ST CJBR MAST IBC 1973      APPROX. 9.9 KM 3011040.3 |
 SF0227|---------------------------------------------------------------------|
 SF0227
 SF0227                          SUPERSEDED SURVEY CONTROL
 SF0227
 SF0227  NAD 83(1992)-  47 20 34.95887(N)    068 12 14.03041(W) AD(       ) 2
 SF0227  NAD 83(1986)-  47 20 34.96276(N)    068 12 14.02161(W) AD(       ) 2
 SF0227  NAD 27      -  47 20 34.81704(N)    068 12 15.88058(W) AD(       ) 2
 SF0227  NGVD 29 (07/19/86)  167.6    (m)          550.     (f) VERT ANG       
 SF0227
 SF0227.Superseded values are not recommended for survey control.
 SF0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0227.See file dsdata.txt to determine how the superseded data were derived.
 SF0227
 SF0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN6013543594(NAD 83)
 SF0227
 SF0227  HISTORY     - Date     Condition        Report By
 SF0227  HISTORY     - 1909     MONUMENTED       CGS
 SF0227  HISTORY     - 1975     SEE DESCRIPTION  NGS
 SF0227
 SF0227                          STATION DESCRIPTION
 SF0227
 SF0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CRM)
 SF0227'THE REFERENCE MONUMENT WAS RECOVERED IN POOR CONDITION AND
 SF0227'SUITABLE ONLY FOR TIE PURPOSES.  REFERENCE MARKS WERE NOT
 SF0227'ESTABLISHED.  REFERENCE MONUMENT C-49-75 WAS ESTABLISHED.  (SEE
 SF0227'DESCRIPTION THEREOF).  A NEW DESCRIPTION FOLLOWS.
 SF0227'
 SF0227'THE REFERENCE MONUMENT IS LOCATED ABOUT 1-3/4 MILES SOUTHEAST
 SF0227'OF ST. BASILE, NEW BRUNSWICK AND ON A LOW KNOLL IN A BARN LOT.
 SF0227'
 SF0227'TO REACH FROM THE CATHOLIC CHURCH IN ST. BASILE, GO SOUTHEAST
 SF0227'ON RUE PRINCIPALE FOR 0.8 MILES TO TRANS CANADA HIGHWAY
 SF0227'NO. 2.  TURN RIGHT AND GO SOUTHEAST ON TRANS CANADA HIGHWAY NO. 2
 SF0227'FOR 0.5 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTHEAST
 SF0227'ON RINGUETTE ROAD FOR 0.4 MILE TO THE REFERENCE MONUMENT ON THE
 SF0227'RIGHT, SOUTHWEST, SIDE OF THE ROAD.
 SF0227'
 SF0227'THE REFERENCE MONUMENT IS A 10-INCH SQUARE, CONCRETE SPIKE,
 SF0227'PYRAMID-SHAPED ON TOP, THAT PROJECTS 18 INCHES ABOVE A 3-FOOT
 SF0227'SQUARE, CONCRETE BASE.  THE BASE PROJECTS 2 FEET.  1909, CANADA,
 SF0227'AND NO 49 ARE CAST IN THE BASE.  IT IS 137 FEET SOUTHWEST OF
 SF0227'CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0215 ***********************************************************************
 SF0215  DESIGNATION -  C50 IBC 1951
 SF0215  PID         -  SF0215
 SF0215  STATE/COUNTY-  ME/AROOSTOOK
 SF0215  USGS QUAD   -  GRAND ISLE (1986)
 SF0215
 SF0215                         *CURRENT SURVEY CONTROL
 SF0215  ___________________________________________________________________
 SF0215* NAD 83(1996)-  47 21 03.93078(N)    068 13 24.96063(W)     ADJUSTED  
 SF0215* NAVD 88     -       145.     (meters)     476.     (feet)  SCALED    
 SF0215  ___________________________________________________________________
 SF0215  LAPLACE CORR-           5.58  (seconds)                    DEFLEC99
 SF0215  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 SF0215
 SF0215  HORZ ORDER  -  THIRD
 SF0215
 SF0215.The horizontal coordinates were established by classical geodetic methods
 SF0215.and adjusted by the National Geodetic Survey in March 1998..
 SF0215.No horizontal observational check was made to the station.
 SF0215
 SF0215.The orthometric height was scaled from a topographic map.
 SF0215
 SF0215.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0215
 SF0215.The geoid height was determined by GEOID03.
 SF0215
 SF0215;                    North         East     Units Scale Factor Converg.
 SF0215;SPC ME E     -   409,489.448   320,881.666   MT  0.99990536   +0 12 11.9
 SF0215;UTM  19      - 5,244,473.107   558,638.326   MT  0.99964226   +0 34 15.9
 SF0215
 SF0215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0215!SPC ME E     -   0.99998101  x   0.99990536  =   0.99988637
 SF0215!UTM  19      -   0.99998101  x   0.99964226  =   0.99962328
 SF0215
 SF0215                          SUPERSEDED SURVEY CONTROL
 SF0215
 SF0215  NAD 83(1992)-  47 21 03.92622(N)    068 13 24.95793(W) AD(       ) 3
 SF0215  NAD 83(1986)-  47 21 03.93037(N)    068 13 24.94908(W) AD(       ) 3
 SF0215  NAD 27      -  47 21 03.78508(N)    068 13 26.80531(W) AD(       ) 3
 SF0215
 SF0215.Superseded values are not recommended for survey control.
 SF0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0215.See file dsdata.txt to determine how the superseded data were derived.
 SF0215
 SF0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN5863844473(NAD 83)
 SF0215
 SF0215  HISTORY     - Date     Condition        Report By
 SF0215  HISTORY     - 1951     MONUMENTED       CGS
 SF0215  HISTORY     - 1975     SEE DESCRIPTION  NGS
 SF0215
 SF0215                          STATION DESCRIPTION
 SF0215
 SF0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CRM)
 SF0215'THE REFERENCE MONUMENT WAS RECOVERED IN GOOD CONDITION EXCEPT
 SF0215'SOME DIRT HAS BEEN REMOVED FROM AROUND IT AND THE BOTTOM OF
 SF0215'THE MONUMENT IS EXPOSED ON ONE SIDE.  REFERENCE MONUMENT
 SF0215'C-50-75 WAS ESTABLISHED IN THE IMMEDIATE VICINITY.  (SEE
 SF0215'DISCRIPTION THEREOF).  A NEW DESCRIPTION FOLLOWS.
 SF0215'
 SF0215'THE REFERENCE MONUMENT IS LOCATED IN THE SOUTHEAST PART OF
 SF0215'ST. BASILE, NEW BRUNSWICK, ON THE SOUTHWEST SIDE OF A SMALL POND,
 SF0215'AND ON PROPERTY OWNED BY THE VILLAGE OF ST. BASILE.
 SF0215'
 SF0215'TO REACH FROM THE INTERSECTION OF RUE PRINCIPALE, LAJOIE
 SF0215'STREET, AND MAILLET STREET IN THE SOUTHEAST PART OF ST. BASILE,
 SF0215'GO SOUTHWESTERLY ON MAILLET STREET FOR 0.15 MILE TO THE END
 SF0215'OF THE PAVEMENT.  CONTINUE AHEAD, SOUTHWEST AND NORTHWEST, ON
 SF0215'A DIRT ROAD FOR 0.15 MILE TO THE REAR OF A BASEBALL FIELD.  TURN
 SF0215'LEFT AND GO SOUTHERLY ON A TRACK ROAD FOR 0.05 MILE TO A
 SF0215'RAILROAD TRACK.  CROSS THE RAILROAD, THENCE TURN LEFT AND GO
 SF0215'SOUTHEAST, SOUTHWEST, AND NORTHWEST AROUND A SMALL POND, FOR
 SF0215'0.15 MILE TO THE SOUTHWEST SIDE OF THE POND AND THE REFERENCE
 SF0215'MONUMENT.
 SF0215'
 SF0215'THE REFERENCE MONUMENT IS AN 0.8 FOOT SQUARE, CONCRETE SPIKE,
 SF0215'PYRAMID-SHAPED ON TOP, THAT PROJECTS 18 INCHES ABOVE A 3-FOOT,
 SF0215'SQUARE CONCRETE BASE.  THE CONCRETE BASE PROJECTS 6 INCHES ON
 SF0215'THE NORTHEAST SIDE.  CANADA, NO. 50, AND 1909 IS CAST IN THE
 SF0215'CONCRETE BASE.  IT IS 7.8 FEET SOUTHWEST OF A STEEL, WITNESS
 SF0215'POST WITH METAL SIGN ATTACHED.
 SF0215'
 SF0215'A TRAVERSE TIE WAS MADE TO THIS REFERENCE MONUMENT FROM REFERENCE
 SF0215'MONUMENT C-50-75, THE DISTANCE BEING 168.49 FEET OR 51.356 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0310 ***********************************************************************
 SF0310  DESIGNATION -  C55A IBC 1951
 SF0310  PID         -  SF0310
 SF0310  STATE/COUNTY-  ME/AROOSTOOK
 SF0310  USGS QUAD   -  MADAWASKA (1986)
 SF0310
 SF0310                         *CURRENT SURVEY CONTROL
 SF0310  ___________________________________________________________________
 SF0310* NAD 83(1996)-  47 21 40.93345(N)    068 19 05.15602(W)     ADJUSTED  
 SF0310* NAVD 88     -       142.2    (meters)     467.     (feet)  VERTCON   
 SF0310  ___________________________________________________________________
 SF0310  LAPLACE CORR-           5.88  (seconds)                    DEFLEC99
 SF0310  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 SF0310
 SF0310  HORZ ORDER  -  SECOND
 SF0310
 SF0310.The horizontal coordinates were established by classical geodetic methods
 SF0310.and adjusted by the National Geodetic Survey in March 1998..
 SF0310
 SF0310.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0310.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0310
 SF0310.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0310
 SF0310.The geoid height was determined by GEOID03.
 SF0310
 SF0310;                    North         East     Units Scale Factor Converg.
 SF0310;SPC ME E     -   410,611.075   313,739.739   MT  0.99990232   +0 08 01.7
 SF0310;UTM  19      - 5,245,548.577   551,491.250   MT  0.99963258   +0 30 05.9
 SF0310
 SF0310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0310!SPC ME E     -   0.99998146  x   0.99990232  =   0.99988378
 SF0310!UTM  19      -   0.99998146  x   0.99963258  =   0.99961405
 SF0310
 SF0310                          SUPERSEDED SURVEY CONTROL
 SF0310
 SF0310  NAD 83(1992)-  47 21 40.92877(N)    068 19 05.15283(W) AD(       ) 2
 SF0310  NAD 83(1986)-  47 21 40.93404(N)    068 19 05.14419(W) AD(       ) 2
 SF0310  NAD 27      -  47 21 40.79067(N)    068 19 06.98718(W) AD(       ) 2
 SF0310  NGVD 29 (07/19/86)  142.3    (m)          467.     (f) VERT ANG       
 SF0310
 SF0310.Superseded values are not recommended for survey control.
 SF0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0310.See file dsdata.txt to determine how the superseded data were derived.
 SF0310
 SF0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN5149145549(NAD 83)
 SF0310
 SF0310  HISTORY     - Date     Condition        Report By
 SF0310  HISTORY     - 1951     MONUMENTED       CGS
 SF0310  HISTORY     - 1975     SEE DESCRIPTION  NGS
 SF0310
 SF0310                          STATION DESCRIPTION
 SF0310
 SF0310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CRM)
 SF0310'THE STEM OF THE REFERENCE MONUMENT DISK WAS RECOVERED.  ONE
 SF0310'REFERENCE MARK WAS ESTABLISHED AT THIS TIME.  A NEW
 SF0310'DESCRIPTION FOLLOWS.
 SF0310'
 SF0310'THE REFERENCE MONUMENT IS LOCATED IN THE SOUTHEAST PART OF
 SF0310'EDMUNDSTON, NEW BRUNSWICK, ATOP AN ABONDONED CONCRETE PIER
 SF0310'THAT IS 12 FEET BY 16 FEET AT THE BASE AND SLOPES TO 12 FEET
 SF0310'BY 3 FEET AT THE TOP.  THE PIER IS ABOUT 12 FEET HIGH AND THE
 SF0310'PROPERTY IS OWNED BY FRASER PAPER LIMITED.
 SF0310'
 SF0310'TO REACH FROM THE CANADIAN CUSTOMS OFFICE AT THE
 SF0310'INTERNATIONAL BRIDGE IN EDMUNDSTON, GO NORTH FOR 0.05 MILE TO
 SF0310'A T-INTERSECTION.  TURN RIGHT AND GO EASTERLY ON PROVINCIAL
 SF0310'ROUTE 14 FOR 0.5 MILE TO THE NORTHWEST BOUNDARY OF THE
 SF0310'ST. BASILE INDIAN RESERVE AND A GRAVEL DRIVE ON THE RIGHT.  TURN
 SF0310'RIGHT AND GO SOUTHEAST ON THE GRAVEL DRIVE, DOWNGRADE, FOR
 SF0310'0.05 MILE TO A RAILROAD TRACK, A SIDING, AND THE END OF TRUCK
 SF0310'TRAVEL.  FROM SIDING SWITCH A-50 PACK SOUTHWEST FOR ABOUT 100
 SF0310'YARDS TO THE CONCRETE PIER AND THE REFERENCE MONUMENT.
 SF0310'
 SF0310'THE REFERENCE MONUMENT IS THE CENTER-PUNCHED STEM OF A BRONZE
 SF0310'DISK CEMENTED IN A DRILL HOLE.
 SF0310'
 SF0310'REFERENCE MARK 1, STAMPED C-55A-51 1 1975, IS A BRONZE,
 SF0310'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE ATOP THE
 SF0310'CONCRETE PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0309 ***********************************************************************
 SF0309  DESIGNATION -  C55A IBC 1951 RM 1 1975
 SF0309  PID         -  SF0309
 SF0309  STATE/COUNTY-  ME/AROOSTOOK
 SF0309  USGS QUAD   -  MADAWASKA (1986)
 SF0309
 SF0309                         *CURRENT SURVEY CONTROL
 SF0309  ___________________________________________________________________
 SF0309* NAD 83(1996)-  47 21 40.86841(N)    068 19 05.15949(W)     ADJUSTED  
 SF0309* NAVD 88     -       142.2    (meters)     467.     (feet)  VERTCON   
 SF0309  ___________________________________________________________________
 SF0309  LAPLACE CORR-           5.88  (seconds)                    DEFLEC99
 SF0309  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 SF0309
 SF0309  HORZ ORDER  -  SECOND
 SF0309
 SF0309.The horizontal coordinates were established by classical geodetic methods
 SF0309.and adjusted by the National Geodetic Survey in March 1998..
 SF0309
 SF0309.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0309.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0309
 SF0309.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0309
 SF0309.The geoid height was determined by GEOID03.
 SF0309
 SF0309;                    North         East     Units Scale Factor Converg.
 SF0309;SPC ME E     -   410,609.066   313,739.670   MT  0.99990232   +0 08 01.7
 SF0309;UTM  19      - 5,245,546.569   551,491.195   MT  0.99963258   +0 30 05.9
 SF0309
 SF0309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0309!SPC ME E     -   0.99998146  x   0.99990232  =   0.99988378
 SF0309!UTM  19      -   0.99998146  x   0.99963258  =   0.99961405
 SF0309
 SF0309                          SUPERSEDED SURVEY CONTROL
 SF0309
 SF0309  NAD 83(1992)-  47 21 40.86373(N)    068 19 05.15630(W) AD(       ) 2
 SF0309  NAD 83(1986)-  47 21 40.86902(N)    068 19 05.14766(W) AD(       ) 2
 SF0309  NAD 27      -  47 21 40.72563(N)    068 19 06.99065(W) AD(       ) 2
 SF0309  NGVD 29 (07/19/86)  142.3    (m)          467.     (f) VERT ANG       
 SF0309
 SF0309.Superseded values are not recommended for survey control.
 SF0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0309.See file dsdata.txt to determine how the superseded data were derived.
 SF0309
 SF0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN5149145547(NAD 83)
 SF0309_MARKER: Z = SEE DESCRIPTION
 SF0309_SETTING: 0 = UNSPECIFIED SETTING
 SF0309_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0309
 SF0309  HISTORY     - Date     Condition        Report By
 SF0309  HISTORY     - 1975     MONUMENTED       IBC
 SF0309
 SF0309                          STATION DESCRIPTION
 SF0309
 SF0309'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1975 (CRM)
 SF0309'THE STATION IS LOCATED IN THE SOUTHEAST PART OF EDMUNDSTON,
 SF0309'NEW BRUNSWICK, ATOP AN ABONDONED CONCRETE PIER THAT IS 12 FEET
 SF0309'BY 16 FEET AT THE BASE AND SLOPED TO 12 FEET BY 3 FEET AT THE
 SF0309'TOP.  THE PIER IS ABOUT 12 FEET HIGH AND THE PROPERTY IS OWNED
 SF0309'BY FRASER PAPER LIMITED.
 SF0309'
 SF0309'TO REACH FROM THE CANADIAN CUSTOMS OFFICE AT THE INTERNATIONAL
 SF0309'BRIDGE IN EDMUNDSTON, GO NORTH FOR 0.05 MILE TO A
 SF0309'T-INTERSECTION.  TURN RIGHT AND GO EASTERLY ON PROVINCIAL ROUTE
 SF0309'14 FOR 0.5 MILE TO THE NORTHWEST BOUNDARY OF THE ST. BASILE
 SF0309'INDIAN RESERVE AND A GRAVEL DRIVE ON THE RIGHT.  TURN RIGHT AND
 SF0309'GO SOUTHEAST ON THE GRAVEL DRIVE, DOWNGRADE, FOR 0.05 MILE TO
 SF0309'A RAILROAD TRACK, A SIDING, AND THE END OF TRUCK TRAVEL.  FROM
 SF0309'SIDING SWITCH NO. A 50 PACK SOUTHWEST FOR ABOUT 100 YARDS TO
 SF0309'THE CONCRETE PIER AND THE STATION.
 SF0309'
 SF0309'THE STATION MARK, A STAMPED C-55A-51 1 1975, IS A BRONZE,
 SF0309'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE ATOP THE
 SF0309'CONCRETE PIER.
 SF0309'
 SF0309'REFERENCE MONUMENT C-55A-51 IS THE CENTER-PUNCHED STEM OF A
 SF0309'BRONZE DISK CEMENTED IN A DRILL HOLE ATOP THE CONCRETE PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0277 ***********************************************************************
 SF0277  DESIGNATION -  C59 IBC 1975
 SF0277  PID         -  SF0277
 SF0277  STATE/COUNTY-  ME/AROOSTOOK
 SF0277  USGS QUAD   -  MADAWASKA (1986)
 SF0277
 SF0277                         *CURRENT SURVEY CONTROL
 SF0277  ___________________________________________________________________
 SF0277* NAD 83(1996)-  47 21 14.84184(N)    068 22 11.73706(W)     ADJUSTED  
 SF0277* NAVD 88     -       189.3    (meters)     621.     (feet)  VERTCON   
 SF0277  ___________________________________________________________________
 SF0277  LAPLACE CORR-           5.09  (seconds)                    DEFLEC99
 SF0277  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 SF0277
 SF0277  HORZ ORDER  -  SECOND
 SF0277
 SF0277.The horizontal coordinates were established by classical geodetic methods
 SF0277.and adjusted by the National Geodetic Survey in March 1998..
 SF0277
 SF0277.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0277.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0277
 SF0277.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0277
 SF0277.The geoid height was determined by GEOID03.
 SF0277
 SF0277;                    North         East     Units Scale Factor Converg.
 SF0277;SPC ME E     -   409,797.535   309,826.298   MT  0.99990119   +0 05 44.4
 SF0277;UTM  19      - 5,244,710.160   547,584.173   MT  0.99962783   +0 27 48.5
 SF0277
 SF0277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0277!SPC ME E     -   0.99997409  x   0.99990119  =   0.99987528
 SF0277!UTM  19      -   0.99997409  x   0.99962783  =   0.99960193
 SF0277
 SF0277|---------------------------------------------------------------------|
 SF0277| PID    Reference Object                     Distance      Geod. Az  |
 SF0277|                                                           dddmmss.s |
 SF0277| SF0278 C59A IBC 1951                        15.079 METERS 05557     |
 SF0277| SF0262 MADAWASKA CAB TV MAST IBC 1973      APPROX. 3.2 KM 1481335.6 |
 SF0277|---------------------------------------------------------------------|
 SF0277
 SF0277                          SUPERSEDED SURVEY CONTROL
 SF0277
 SF0277  NAD 83(1992)-  47 21 14.83722(N)    068 22 11.73357(W) AD(       ) 2
 SF0277  NAD 83(1986)-  47 21 14.84302(N)    068 22 11.72530(W) AD(       ) 2
 SF0277  NAD 27      -  47 21 14.70352(N)    068 22 13.56247(W) AD(       ) 2
 SF0277  NGVD 29 (07/19/86)  189.4    (m)          621.     (f) VERT ANG       
 SF0277
 SF0277.Superseded values are not recommended for survey control.
 SF0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0277.See file dsdata.txt to determine how the superseded data were derived.
 SF0277
 SF0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN4758444710(NAD 83)
 SF0277_MARKER: Z = SEE DESCRIPTION
 SF0277_SETTING: 0 = UNSPECIFIED SETTING
 SF0277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0277
 SF0277  HISTORY     - Date     Condition        Report By
 SF0277  HISTORY     - 1975     MONUMENTED       IBC
 SF0277
 SF0277                          STATION DESCRIPTION
 SF0277
 SF0277'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1975 (CRM)
 SF0277'THE REFERENCE MONUMENT IS LOCATED ABOUT 2 MILES WEST-SOUTHWEST
 SF0277'OF EDMUNDSTON, NEW BRUNSWICK, 0.4 MILE SOUTHWEST OF TWO MILE
 SF0277'BROOK, AND ON HIGHWAY RIGHT-OF-WAY.
 SF0277'
 SF0277'TO REACH FROM THE CANADIAN CUSTOMS OFFICE AT THE INTERNATIONAL
 SF0277'BRIDGE IN EDMUNDSTON, GO NORTH FOR 0.05 MILE TO A
 SF0277'T-INTERSECTION.  TURN LEFT AND GO WEST AND SOUTHWEST ON
 SF0277'PROVINCIAL ROUTE 120 (ST. FRANCOIS STREET) FOR 2.0 MILES TO THE
 SF0277'REFERENCE MONUMENT ON THE LEFT, SOUTHEAST, SIDE OF THE HIGHWAY.
 SF0277'
 SF0277'THE REFERENCE MONUMENT, STAMPED C-59-75 1975, IS A BRONZE,
 SF0277'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL,
 SF0277'CONCRETE POST THAT IS 18 INCHES IN DIAMETER AND FLUSH WITH THE
 SF0277'GROUND.  IT IS 60 FEET SOUTHWEST OF A TELEPHONE POLE, 28 FEET
 SF0277'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 9 FEET
 SF0277'NORTHEAST OF THE NORTHEAST EDGE OF A DRIVEWAY, AND ABOUT 4
 SF0277'FEET LOWER THAN THE HIGHWAY.
 SF0277'
 SF0277'REFERENCE MONUMENT C-59A-51 IS AN UNSTAMPED, BRONZE,
 SF0277'TRIANGULATION STATION DISK SET IN THE TOP OF A 12-INCH SQUARE,
 SF0277'CONCRETE POST THAT IS FLUSH WITH THE GROUND AND ABOUT 4 FEET
 SF0277'LOWER THAN THE HIGHWAY.  IT IS 30 FEET SOUTHEAST OF THE
 SF0277'CENTERLINE OF THE HIGHWAY AND 10 FEET SOUTHWEST OF A
 SF0277'TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0278 ***********************************************************************
 SF0278  DESIGNATION -  C59A IBC 1951
 SF0278  PID         -  SF0278
 SF0278  STATE/COUNTY-  ME/AROOSTOOK
 SF0278  USGS QUAD   -  MADAWASKA (1986)
 SF0278
 SF0278                         *CURRENT SURVEY CONTROL
 SF0278  ___________________________________________________________________
 SF0278* NAD 83(1996)-  47 21 15.11529(N)    068 22 11.14179(W)     ADJUSTED  
 SF0278* NAVD 88     -       189.     (meters)     620.     (feet)  SCALED    
 SF0278  ___________________________________________________________________
 SF0278  LAPLACE CORR-           5.09  (seconds)                    DEFLEC99
 SF0278  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 SF0278
 SF0278  HORZ ORDER  -  THIRD
 SF0278
 SF0278.The horizontal coordinates were established by classical geodetic methods
 SF0278.and adjusted by the National Geodetic Survey in March 1998..
 SF0278.No horizontal observational check was made to the station.
 SF0278
 SF0278.The orthometric height was scaled from a topographic map.
 SF0278
 SF0278.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0278
 SF0278.The geoid height was determined by GEOID03.
 SF0278
 SF0278;                    North         East     Units Scale Factor Converg.
 SF0278;SPC ME E     -   409,806.000   309,838.775   MT  0.99990119   +0 05 44.9
 SF0278;UTM  19      - 5,244,718.703   547,596.593   MT  0.99962784   +0 27 48.9
 SF0278
 SF0278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0278!SPC ME E     -   0.99997415  x   0.99990119  =   0.99987535
 SF0278!UTM  19      -   0.99997415  x   0.99962784  =   0.99960200
 SF0278
 SF0278                          SUPERSEDED SURVEY CONTROL
 SF0278
 SF0278  NAD 83(1992)-  47 21 15.11066(N)    068 22 11.13831(W) AD(       ) 3
 SF0278  NAD 83(1986)-  47 21 15.11646(N)    068 22 11.13004(W) AD(       ) 3
 SF0278  NAD 27      -  47 21 14.97695(N)    068 22 12.96721(W) AD(       ) 3
 SF0278
 SF0278.Superseded values are not recommended for survey control.
 SF0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0278.See file dsdata.txt to determine how the superseded data were derived.
 SF0278
 SF0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN4759744719(NAD 83)
 SF0278
 SF0278  HISTORY     - Date     Condition        Report By
 SF0278  HISTORY     - 1951     MONUMENTED       IBC
 SF0278  HISTORY     - 1962     SEE DESCRIPTION  CGS
 SF0278  HISTORY     - 1972     SEE DESCRIPTION  NGS
 SF0278  HISTORY     - 1975     SEE DESCRIPTION  NGS
 SF0278
 SF0278                          STATION DESCRIPTION
 SF0278
 SF0278'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1951 (NWS)
 SF0278'MONUMENT IS ABOUT 2 MILES WEST OF EDMUNDSTON, N.B., ON THE SOUTH
 SF0278'SIDE OF HIGHWAY NO. 20.  IT IS SOUTH OF THE ROAD DITCH, 3 FEET
 SF0278'NORTH OF ROAD FENCE, AND 12 FEET EACH FROM TELEPHONE POLE TO
 SF0278'EAST AND GAP IN ROAD FENCE TO THE WEST.  IT IS 4 FEET BELOW THE
 SF0278'LEVEL OF THE ROAD.
 SF0278'
 SF0278'TYPE F MONUMENT.  (THIS IS A 12 INCH SQUARE CONCRETE MONUMENT,
 SF0278'3 FEET LONG, PROJECTING ABOUT 3 INCHES ABOVE GROUND AND HAVING
 SF0278'A NEARLY FLAT TOP WITH AN I.B.C. TRIANGULATION TABLET SET IN
 SF0278'THE CENTER OF THE TOP.)
 SF0278
 SF0278                          STATION RECOVERY (1962)
 SF0278
 SF0278'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (NWS)
 SF0278'INSPECTED AND PAINTED WHITE.
 SF0278
 SF0278                          STATION RECOVERY (1972)
 SF0278
 SF0278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (HGD)
 SF0278'RECOVERED IN APPARENTLY GOOD CONDITION AND AS DESCRIBED IN
 SF0278'1951, EXCEPT THAT TOP OF MONUMENT, ONLY, IS ABOVE GROUND SURFACE.
 SF0278
 SF0278                          STATION RECOVERY (1975)
 SF0278
 SF0278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CRM)
 SF0278'THE REFERENCE MONUMENT WAS RECOVERED IN GOOD CONDITION.  TO
 SF0278'AVOID EXCESSIVE LINE CLEARING REFERENCE MONUMENT C-59-75 WAS
 SF0278'ESTABLISHED NEARBY.  (SEE DESCRIPTION THEREOF.) A NEW DESCRIPTION
 SF0278'FOLLOWS.
 SF0278'
 SF0278'THE REFERENCE MONUMENT IS LOCATED ABOUT 2 MILES WEST-SOUTHWEST
 SF0278'OF EDMUNDSTON, NEW BRUNSWICK, 0.4 MILE SOUTHWEST OF TWO MILE
 SF0278'BROOK, AND ON HIGHWAY RIGHT-OF-WAY.
 SF0278'
 SF0278'TO REACH FROM THE CANADIAN CUSTOMS OFFICE AT THE INTERNATIONAL
 SF0278'BRIDGE IN EDMUNDSTON, GO NORTH FOR 0.05 MILE TO A
 SF0278'T-INTERSECTION.  TURN LEFT AND GO WEST AND SOUTHWEST ON
 SF0278'PROVINCIAL ROUTE 120 (ST. FRANCOIS STREET) FOR 2.0 MILES TO
 SF0278'THE REFERENCE MONUMENT ON THE LEFT, SOUTHEAST, SIDE OF THE
 SF0278'HIGHWAY.
 SF0278'
 SF0278'THE REFERENCE MONUMENT, UNSTAMPED, IS A BRONZE, TRIANGULATION
 SF0278'DISK SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST THAT IS
 SF0278'FLUSH WITH THE GROUND AND ABOUT 4 FEET LOWER THAN THE HIGHWAY.  IT
 SF0278'IS 30 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY AND
 SF0278'10 FEET SOUTHWEST OF A TELEPHONE POLE.
 SF0278'
 SF0278'A TRAVERSE TIE WAS MADE TO THIS REFERENCE MONUMENT FROM
 SF0278'REFERENCE MONUMENT C-59-75, THE DISTANCE BEING 49.47 FEET OR
 SF0278'15.079 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0343 ***********************************************************************
 SF0343  DESIGNATION -  C60 IBC 1910
 SF0343  PID         -  SF0343
 SF0343  STATE/COUNTY-  ME/AROOSTOOK
 SF0343  USGS QUAD   -  FRENCHVILLE (1986)
 SF0343
 SF0343                         *CURRENT SURVEY CONTROL
 SF0343  ___________________________________________________________________
 SF0343* NAD 83(1996)-  47 20 40.08081(N)    068 23 01.36796(W)     ADJUSTED  
 SF0343* NAVD 88     -       180.     (meters)     591.     (feet)  SCALED    
 SF0343  ___________________________________________________________________
 SF0343  LAPLACE CORR-           4.40  (seconds)                    DEFLEC99
 SF0343  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 SF0343
 SF0343  HORZ ORDER  -  THIRD
 SF0343
 SF0343.The horizontal coordinates were established by classical geodetic methods
 SF0343.and adjusted by the National Geodetic Survey in March 1998..
 SF0343.No horizontal observational check was made to the station.
 SF0343
 SF0343.The orthometric height was scaled from a topographic map.
 SF0343
 SF0343.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0343
 SF0343.The geoid height was determined by GEOID03.
 SF0343
 SF0343;                    North         East     Units Scale Factor Converg.
 SF0343;SPC ME E     -   408,722.482   308,786.417   MT  0.99990095   +0 05 07.9
 SF0343;UTM  19      - 5,243,628.751   546,551.497   MT  0.99962663   +0 27 11.7
 SF0343
 SF0343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0343!SPC ME E     -   0.99997557  x   0.99990095  =   0.99987652
 SF0343!UTM  19      -   0.99997557  x   0.99962663  =   0.99960221
 SF0343
 SF0343                          SUPERSEDED SURVEY CONTROL
 SF0343
 SF0343  NAD 83(1992)-  47 20 40.07615(N)    068 23 01.36451(W) AD(       ) 3
 SF0343  NAD 83(1986)-  47 20 40.08209(N)    068 23 01.35648(W) AD(       ) 3
 SF0343  NAD 27      -  47 20 39.94405(N)    068 23 03.19347(W) AD(       ) 3
 SF0343
 SF0343.Superseded values are not recommended for survey control.
 SF0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0343.See file dsdata.txt to determine how the superseded data were derived.
 SF0343
 SF0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN4655143629(NAD 83)
 SF0343
 SF0343  HISTORY     - Date     Condition        Report By
 SF0343  HISTORY     - 1910     MONUMENTED       CGS
 SF0343  HISTORY     - 1951     SEE DESCRIPTION  CGS
 SF0343  HISTORY     - 1959     SEE DESCRIPTION  CGS
 SF0343  HISTORY     - 1962     SEE DESCRIPTION  CGS
 SF0343  HISTORY     - 1972     SEE DESCRIPTION  NGS
 SF0343  HISTORY     - 1975     SEE DESCRIPTION  NGS
 SF0343
 SF0343                          STATION DESCRIPTION
 SF0343
 SF0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (NWS)
 SF0343'MONUMENT IS ABOUT 2-3/4 MILES WESTWARD FROM EDMUNDSTON, N.B.,
 SF0343'AND NORTH OF HIGHWAY NO. 20.  IT IS ABOUT 300 FEET WEST OF A
 SF0343'CROSSROAD AT A LARGE BARN ABOUT 500 FEET NORTH OF THE HIGHWAY.  IT
 SF0343'IS IN THE EDGE OF A SMALL CLUMP OF BUSHES NEAR THE TOP OF
 SF0343'THE HILL.
 SF0343'
 SF0343'TYPE B MONUMENT. (A CONCRETE MONUMENT, HAVING A BASE 36 INCHES
 SF0343'SQUARE WITH THE TOP SLOPING UP TO A 10 INCHES SQUARE CONCRETE
 SF0343'BLOCK.  THE BLOCK PROJECTS ABOUT 6 INCHES FROM THE BASE AND HAS
 SF0343'A PYRAMIDAL TOP.)
 SF0343'
 SF0343'EXTENSIVE REPAIRS WERE MADE TO THE CONCRETE MARK USED FOR
 SF0343'THIS MONUMENT, AND ITS POSITION WAS CHECKED, IN 1951.
 SF0343
 SF0343                          STATION RECOVERY (1959)
 SF0343
 SF0343'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (NWS)
 SF0343'INSPECTED.
 SF0343
 SF0343                          STATION RECOVERY (1962)
 SF0343
 SF0343'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (NWS)
 SF0343'EXTENSIVE REPAIRS WERE MADE TO THE CONCRETE MARK USED FOR THIS
 SF0343'MOMUMENT, BUT ITS POSITION WAS NOT CHECKED.
 SF0343
 SF0343                          STATION RECOVERY (1972)
 SF0343
 SF0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (HGD)
 SF0343'MONUMENT WAS RECOVERED WITH ITS BASE IN NEED OF MAJOR REPAIR.
 SF0343'
 SF0343'NOTE--A DESCRIPTION WAS NEVER WRITTEN FOR THIS MONUMENT PRIOR
 SF0343'TO 1951.
 SF0343
 SF0343                          STATION RECOVERY (1975)
 SF0343
 SF0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CRM)
 SF0343'THE REFERENCE MONUMENT WAS RECOVERED IN VERY POOR CONDITION
 SF0343'AND SUITABLE ONLY FOR TIE PURPOSES.  REFERENCE MONUMENT C-60-75
 SF0343'WAS ESTABLISHED IN THE IMMEDIATE VICINITY.  (SEE DESCRIPTION
 SF0343'THEREOF.) A NEW DESCRIPTION FOLLOWS.
 SF0343'
 SF0343'THE REFERENCE MONUMENT IS LOCATED ABOUT 2-3/4 MILES SOUTHWEST
 SF0343'OF EDMUNDSTON, NEW BRUNSWICK, ON A LOW HILL IN A SMALL FIELD,
 SF0343'AND ON PROPERTY OWNED BY MR. EDDIE DAIGLE.
 SF0343'
 SF0343'TO REACH FROM THE CANADIAN CUSTOMS OFFICE AT THE INTERNATIONAL
 SF0343'BRIDGE IN EDMUNDSTON, GO NORTH FOR 0.05 MILE TO A
 SF0343'T-INTERSECTION.  TURN LEFT AND GO WEST AND SOUTHWEST ON PROVINCIAL
 SF0343'ROUTE 120 (ST. FRANCOIS STREET) FOR 3.0 MILES TO A SIDE ROAD
 SF0343'RIGHT.  TURN SHARP RIGHT AND GO NORTHWEST ON A PAVED ROAD FOR
 SF0343'0.05 MILE, THENCE TURN LEFT AND GO SOUTHWEST, ACROSS A LOT, FOR
 SF0343'ABOUT 150 FEET TO A GATE IN A FENCE.  PASS THROUGH THE GATE AND GO
 SF0343'SOUTHERLY, ACROSS A SMALL FIELD, FOR ABOUT 200 FEET TO
 SF0343'THE REFERENCE MONUMENT.
 SF0343'
 SF0343'THE REFERENCE MONUMENT ORIGINALLY WAS AN 0.8-FOOT SQUARE,
 SF0343'CONCRETE SPIKE SET IN A 3-FOOT SQUARE, CONCRETE BASE.  THE
 SF0343'CONCRETE IS DETERIORATED, BUT THE POINT OF THE MONUMENT IS INTACT.
 SF0343'
 SF0343'A TRAVERSE TIE WAS MADE TO THIS REFERENCE MONUMENT FROM REFERENCE
 SF0343'MONUMENT C-60-75, THE DISTANCE BEING 201.79 FEET OR 61.506 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0345 ***********************************************************************
 SF0345  DESIGNATION -  C61 IBC 1910
 SF0345  PID         -  SF0345
 SF0345  STATE/COUNTY-  ME/AROOSTOOK
 SF0345  USGS QUAD   -  FRENCHVILLE (1986)
 SF0345
 SF0345                         *CURRENT SURVEY CONTROL
 SF0345  ___________________________________________________________________
 SF0345* NAD 83(1996)-  47 20 03.15276(N)    068 23 02.62796(W)     ADJUSTED  
 SF0345* NAVD 88     -       168.5    (meters)     553.     (feet)  VERTCON   
 SF0345  ___________________________________________________________________
 SF0345  LAPLACE CORR-           4.94  (seconds)                    DEFLEC99
 SF0345  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 SF0345
 SF0345  HORZ ORDER  -  SECOND
 SF0345
 SF0345.The horizontal coordinates were established by classical geodetic methods
 SF0345.and adjusted by the National Geodetic Survey in March 1998..
 SF0345
 SF0345.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0345.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0345
 SF0345.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0345
 SF0345.The geoid height was determined by GEOID03.
 SF0345
 SF0345;                    North         East     Units Scale Factor Converg.
 SF0345;SPC ME E     -   407,582.121   308,761.668   MT  0.99990094   +0 05 06.9
 SF0345;UTM  19      - 5,242,488.568   546,534.072   MT  0.99962661   +0 27 10.5
 SF0345
 SF0345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0345!SPC ME E     -   0.99997736  x   0.99990094  =   0.99987830
 SF0345!UTM  19      -   0.99997736  x   0.99962661  =   0.99960397
 SF0345
 SF0345|---------------------------------------------------------------------|
 SF0345| PID    Reference Object                     Distance      Geod. Az  |
 SF0345|                                                           dddmmss.s |
 SF0345| SF0344 5112 NB SURVEYS 1969 IBC 1975         0.028 METERS 23005     |
 SF0345| SF0340 REFERENCE MON C 61A                 APPROX. 0.5 KM 2994005.0 |
 SF0345|---------------------------------------------------------------------|
 SF0345
 SF0345                          SUPERSEDED SURVEY CONTROL
 SF0345
 SF0345  NAD 83(1992)-  47 20 03.14812(N)    068 23 02.62458(W) AD(       ) 2
 SF0345  NAD 83(1986)-  47 20 03.15403(N)    068 23 02.61675(W) AD(       ) 2
 SF0345  NAD 27      -  47 20 03.01639(N)    068 23 04.45528(W) AD(       ) 2
 SF0345  NGVD 29 (07/19/86)  168.6    (m)          553.     (f) VERT ANG       
 SF0345
 SF0345.Superseded values are not recommended for survey control.
 SF0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0345.See file dsdata.txt to determine how the superseded data were derived.
 SF0345
 SF0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN4653442489(NAD 83)
 SF0345
 SF0345  HISTORY     - Date     Condition        Report By
 SF0345  HISTORY     - 1910     MONUMENTED       CGS
 SF0345  HISTORY     - 1975     SEE DESCRIPTION  NGS
 SF0345
 SF0345                          STATION DESCRIPTION
 SF0345
 SF0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CRM)
 SF0345'THE REFERENCE MONUMENT WAS RECOVERED IN GOOD CONDITION.  A NEW
 SF0345'BRUNSWICK SURVEYS DISK HAS BEEN SET IN THE TOP OF THE MONUMENT,
 SF0345'BUT IT IS NOT CENTERED.  PERMISSION WAS GIVEN TO THE PROPERTY
 SF0345'OWNER TO REMOVE THE MONUMENT AS THE AREA IS GOING TO BE DEVELOPED
 SF0345'IN THE NEAR FUTURE.  REFERENCE MONUMENT C-61A-75 WAS
 SF0345'ESTABLISHED.  (SEE DESCRIPTION THEREOF.) A NEW DESCRIPTION
 SF0345'FOLLOWS.
 SF0345'
 SF0345'THE REFERENCE MONUMENT IS LOCATED ABOUT 3-1/4 MILES SOUTHWEST OF
 SF0345'EDMUNDSTON, NEW BRUNSWICK AND IN A VACANT LOT BETWEEN A HOUSE
 SF0345'AND A SERVICE STATION.
 SF0345'
 SF0345'TO REACH FROM THE CANADIAN CUSTOMS OFFICE AT THE INTERNATIONAL
 SF0345'BRIDGE IN EDMUNDSTON, GO NORTH FOR 0.05 MILE TO A
 SF0345'T-INTERSECTION.  TURN LEFT AND GO WEST AND SOUTHWEST ON PROVINCIAL
 SF0345'ROUTE 120 (ST. FRANCOIS STREET) FOR 3.7 MILES TO THE REFERENCE
 SF0345'MONUMENT ON THE LEFT.
 SF0345'
 SF0345'THE REFERENCE MONUMENT IS AN 0.8-FOOT SQUARE, CONCRETE BASE
 SF0345'THAT PROJECTS 4 INCHES ABOVE A 3-FOOT SQUARE, CONCRETE BASE THAT
 SF0345'PROJECTS 20 INCHES.  CANADA, NO 61 AND 1909 IS CAST IN THE
 SF0345'CONCRETE BASE.  A NEW BRUNSWICK SURVEYS DISK, STAMPED 5112, IS
 SF0345'SET IN THE TOP OF THE MONUMENT, BUT IT IS NOT CENTERED.  THE
 SF0345'POINT OCCUPIED IS A PUNCH MARK BETWEEN THE CAST LETTERS B AND S
 SF0345'ON THE DISK.  IT IS 91 FEET EAST OF THE CENTERLINE OF THE
 SF0345'HIGHWAY AND 6.4 FEET WEST OF A 4-INCH SQUARE, RED POST THAT
 SF0345'PROJECTS 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0334 ***********************************************************************
 SF0334  DESIGNATION -  C63 IBC 1975 RM 1 1975
 SF0334  PID         -  SF0334
 SF0334  STATE/COUNTY-  ME/AROOSTOOK
 SF0334  USGS QUAD   -  FRENCHVILLE (1986)
 SF0334
 SF0334                         *CURRENT SURVEY CONTROL
 SF0334  ___________________________________________________________________
 SF0334* NAD 83(1996)-  47 19 20.91560(N)    068 23 25.84980(W)     ADJUSTED  
 SF0334* NAVD 88     -       211.3    (meters)     693.     (feet)  VERTCON   
 SF0334  ___________________________________________________________________
 SF0334  LAPLACE CORR-           4.88  (seconds)                    DEFLEC99
 SF0334  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 SF0334
 SF0334  HORZ ORDER  -  SECOND
 SF0334
 SF0334.The horizontal coordinates were established by classical geodetic methods
 SF0334.and adjusted by the National Geodetic Survey in March 1998..
 SF0334
 SF0334.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0334.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0334
 SF0334.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0334
 SF0334.The geoid height was determined by GEOID03.
 SF0334
 SF0334;                    North         East     Units Scale Factor Converg.
 SF0334;SPC ME E     -   406,277.155   308,276.017   MT  0.99990084   +0 04 49.8
 SF0334;UTM  19      - 5,241,180.871   546,056.935   MT  0.99962607   +0 26 53.1
 SF0334
 SF0334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0334!SPC ME E     -   0.99997065  x   0.99990084  =   0.99987149
 SF0334!UTM  19      -   0.99997065  x   0.99962607  =   0.99959673
 SF0334
 SF0334:                Primary Azimuth Mark                     Grid Az
 SF0334:SPC ME E     -  MADAWASKA CAB TV MAST IBC 1973           075 46 23.0
 SF0334:UTM  19      -  MADAWASKA CAB TV MAST IBC 1973           075 24 19.7
 SF0334
 SF0334|---------------------------------------------------------------------|
 SF0334| PID    Reference Object                     Distance      Geod. Az  |
 SF0334|                                                           dddmmss.s |
 SF0334| SF0262 MADAWASKA CAB TV MAST IBC 1973      APPROX. 3.3 KM 0755112.8 |
 SF0334| SF0335 REFERENCE MON C 63                   14.270 METERS 29647     |
 SF0334|---------------------------------------------------------------------|
 SF0334
 SF0334                          SUPERSEDED SURVEY CONTROL
 SF0334
 SF0334  NAD 83(1992)-  47 19 20.91099(N)    068 23 25.84640(W) AD(       ) 2
 SF0334  NAD 83(1986)-  47 19 20.91694(N)    068 23 25.83889(W) AD(       ) 2
 SF0334  NAD 27      -  47 19 20.78053(N)    068 23 27.67907(W) AD(       ) 2
 SF0334  NGVD 29 (07/19/86)  211.4    (m)          694.     (f) VERT ANG       
 SF0334
 SF0334.Superseded values are not recommended for survey control.
 SF0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0334.See file dsdata.txt to determine how the superseded data were derived.
 SF0334
 SF0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN4605741181(NAD 83)
 SF0334_MARKER: Z = SEE DESCRIPTION
 SF0334_SETTING: 0 = UNSPECIFIED SETTING
 SF0334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0334
 SF0334  HISTORY     - Date     Condition        Report By
 SF0334  HISTORY     - 1975     MONUMENTED       IBC
 SF0334
 SF0334                          STATION DESCRIPTION
 SF0334
 SF0334'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1975 (CRM)
 SF0334'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF EDMUNDSTON,
 SF0334'NEW BRUNSWICK, 2-1/2 MILES NORTH OF ST. HILAIRE, NEW BRUNSWICK,
 SF0334'IN A PASTURE ABOUT 100 FEET WEST-NORTHWEST OF AN OLD SHED, AND ON
 SF0334'PROPERTY OWNED BY MR. ALACIDE COLLIN.
 SF0334'
 SF0334'TO REACH FROM THE CATHOLIC CHURCH IN ST. HILAIRE, GO EAST AND
 SF0334'NORTH ON PROVINCIAL ROUTE 120 FOR 2.4 MILES TO THE COLLIN RESIDENCE
 SF0334'ON THE LEFT.  TURN LEFT, PASS BETWEEN THE HOUSE AND A BARN, AND
 SF0334'GO NORTHWEST ON A DRIVEWAY AND A TRACK ROAD FOR 0.1 MILE TO THE
 SF0334'STATION ON THE LEFT, SOUTHWEST, SIDE OF THE ROAD.
 SF0334'
 SF0334'THE STATION MARK, STAMPED C-63-75 1 1975, IS A BRONZE, REFERENCE
 SF0334'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0334'12 INCHES IN DIAMETER AND 3 INCHES BELOW THE SURFACE OF THE
 SF0334'GROUND.  IT IS 71 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD,
 SF0334'39.1 FEET SOUTHEAST OF A STEEL, WITNESS POST WITH METAL SIGN
 SF0334'ATTACHED, AND 4 FEET NORTHEAST OF A WIRE FENCE.
 SF0334'
 SF0334'REFERENCE MONUMENT C-63-75, STAMPED C-63-75 1975, IS A BRONZE,
 SF0334'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0334'POST THAT IS 18 INCHES IN DIAMETER AND 3 INCHES BELOW THE SURFACE
 SF0334'OF THE GROUND.  IT IS 50 FEET SOUTHWEST OF THE CENTERLINE OF THE
 SF0334'ROAD, 8.9 FEET NORTH OF THE WITNESS POST, AND 4 FEET NORTHEAST
 SF0334'OF THE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0331 ***********************************************************************
 SF0331  DESIGNATION -  C66 IBC 1910
 SF0331  PID         -  SF0331
 SF0331  STATE/COUNTY-  ME/AROOSTOOK
 SF0331  USGS QUAD   -  FRENCHVILLE (1986)
 SF0331
 SF0331                         *CURRENT SURVEY CONTROL
 SF0331  ___________________________________________________________________
 SF0331* NAD 83(1996)-  47 17 45.86631(N)    068 23 54.18337(W)     ADJUSTED  
 SF0331* NAVD 88     -       228.7    (meters)     750.     (feet)  VERTCON   
 SF0331  ___________________________________________________________________
 SF0331  LAPLACE CORR-           4.88  (seconds)                    DEFLEC99
 SF0331  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 SF0331
 SF0331  HORZ ORDER  -  SECOND
 SF0331
 SF0331.The horizontal coordinates were established by classical geodetic methods
 SF0331.and adjusted by the National Geodetic Survey in March 1998..
 SF0331
 SF0331.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0331.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0331
 SF0331.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0331
 SF0331.The geoid height was determined by GEOID03.
 SF0331
 SF0331;                    North         East     Units Scale Factor Converg.
 SF0331;SPC ME E     -   403,341.287   307,684.920   MT  0.99990073   +0 04 28.8
 SF0331;UTM  19      - 5,238,242.081   545,484.840   MT  0.99962543   +0 26 31.6
 SF0331
 SF0331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0331!SPC ME E     -   0.99996793  x   0.99990073  =   0.99986866
 SF0331!UTM  19      -   0.99996793  x   0.99962543  =   0.99959337
 SF0331
 SF0331:                Primary Azimuth Mark                     Grid Az
 SF0331:SPC ME E     -  REFERENCE MON S 68                       083 07 46.7
 SF0331:UTM  19      -  REFERENCE MON S 68                       082 45 43.9
 SF0331
 SF0331|---------------------------------------------------------------------|
 SF0331| PID    Reference Object                     Distance      Geod. Az  |
 SF0331|                                                           dddmmss.s |
 SF0331| SF0261 REFERENCE MON S 68                  APPROX. 2.6 KM 0831215.5 |
 SF0331| SF0330 REFERENCE MON C 66A                 254.656 METERS 11907     |
 SF0331|---------------------------------------------------------------------|
 SF0331
 SF0331                          SUPERSEDED SURVEY CONTROL
 SF0331
 SF0331  NAD 83(1992)-  47 17 45.86182(N)    068 23 54.17991(W) AD(       ) 2
 SF0331  NAD 83(1986)-  47 17 45.86790(N)    068 23 54.17319(W) AD(       ) 2
 SF0331  NAD 27      -  47 17 45.72974(N)    068 23 56.01648(W) AD(       ) 2
 SF0331  NGVD 29 (07/19/86)  228.8    (m)          751.     (f) VERT ANG       
 SF0331
 SF0331.Superseded values are not recommended for survey control.
 SF0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0331.See file dsdata.txt to determine how the superseded data were derived.
 SF0331
 SF0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN4548538242(NAD 83)
 SF0331
 SF0331  HISTORY     - Date     Condition        Report By
 SF0331  HISTORY     - 1910     MONUMENTED       CGS
 SF0331  HISTORY     - 1975     SEE DESCRIPTION  NGS
 SF0331
 SF0331                          STATION DESCRIPTION
 SF0331
 SF0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CRM)
 SF0331'THE REFERENCE MONUMENT WAS RECOVERED IN POOR CONDITION AND
 SF0331'OCCUPIED FOR TIE PURPOSES ONLY.  A NEW BRUNSWICK SURVEYS DISK HAS
 SF0331'BEEN SET IN THE TOP OF THE MONUMENT.  REFERENCE MONUMENT C-66A-75
 SF0331'WAS ESTABLISHED.  SEE DESCRIPTION THEREOF.  A NEW DESCRIPTION
 SF0331'FOLLOWS.
 SF0331'
 SF0331'THE REFERENCE MONUMENT IS LOCATED ABOUT 1/2 MILE NORTH OF
 SF0331'ST. HILAIRE, NEW BRUNSWICK AND ON A LOW KNOLL ON THE EAST END OF
 SF0331'AN EAST-WEST RIDGE.  THE KNOLL IS COVERED WITH SPRUCE TREES AND
 SF0331'BRUSH.
 SF0331'
 SF0331'TO REACH FROM THE CATHOLIC CHURCH IN ST. HILAIRE, GO EAST AND
 SF0331'NORTH ON PROVINCIAL ROUTE 120 FOR 0.6 MILE TO A FIELD ROAD ON THE
 SF0331'LEFT.  TURN LEFT AND GO WEST ON THE FIELD ROAD FOR ABOUT 300 FEET
 SF0331'TO A HEDGEROW.  CONTINUE WEST, ACROSS COUNTRY, FOR 0.1 MILE TO A
 SF0331'HEDGEROW.  CONTINUE WEST-NORTHWEST, ACROSS A FIELD AND UP THE
 SF0331'SOUTH SLOPE OF A STEEP RIDGE, FOR 0.1 MILE TO THE TOP OF THE
 SF0331'RIDGE, THE WEST EDGE OF THE FIELD, AND THE END OF TRUCK TRAVEL.
 SF0331'PACK WESTERLY, THROUGH A WOODED AREA, FOR ABOUT 200 FEET TO
 SF0331'THE TOP OF A LOW KNOLL AND THE REFERENCE MONUMENT.
 SF0331'
 SF0331'THE REFERENCE MONUMENT IS AN 0.8-FOOT SQUARE, CONCRETE BLOCK
 SF0331'THAT PROJECTS 10 INCHES ABOVE A 3-FOOT SQUARE, CONCRETE
 SF0331'BASE.  OVERALL THE MONUMENT PROJECTS 2 FEET.  THE NEW BRUNSWICK
 SF0331'SURVEYS DISK IS STAMPED 5104.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0328 ***********************************************************************
 SF0328  DESIGNATION -  C68 IBC 1910
 SF0328  PID         -  SF0328
 SF0328  STATE/COUNTY-  ME/AROOSTOOK
 SF0328  USGS QUAD   -  FRENCHVILLE (1986)
 SF0328
 SF0328                         *CURRENT SURVEY CONTROL
 SF0328  ___________________________________________________________________
 SF0328* NAD 83(1996)-  47 17 26.12900(N)    068 26 11.59993(W)     ADJUSTED  
 SF0328* NAVD 88     -       179.5    (meters)     589.     (feet)  VERTCON   
 SF0328  ___________________________________________________________________
 SF0328  LAPLACE CORR-           5.35  (seconds)                    DEFLEC99
 SF0328  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 SF0328
 SF0328  HORZ ORDER  -  THIRD
 SF0328
 SF0328.The horizontal coordinates were established by classical geodetic methods
 SF0328.and adjusted by the National Geodetic Survey in March 1998..
 SF0328
 SF0328.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0328
 SF0328.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0328
 SF0328.The geoid height was determined by GEOID03.
 SF0328
 SF0328;                    North         East     Units Scale Factor Converg.
 SF0328;SPC ME E     -   402,728.757   304,798.628   MT  0.99990028   +0 02 47.8
 SF0328;UTM  19      - 5,237,611.229   542,603.332   MT  0.99962231   +0 24 50.5
 SF0328
 SF0328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0328!SPC ME E     -   0.99997565  x   0.99990028  =   0.99987593
 SF0328!UTM  19      -   0.99997565  x   0.99962231  =   0.99959797
 SF0328
 SF0328                          SUPERSEDED SURVEY CONTROL
 SF0328
 SF0328  NAD 83(1992)-  47 17 26.12453(N)    068 26 11.59645(W) AD(       ) 3
 SF0328  NAD 83(1986)-  47 17 26.13121(N)    068 26 11.59014(W) AD(       ) 3
 SF0328  NAD 27      -  47 17 25.99014(N)    068 26 13.43121(W) AD(       ) 3
 SF0328  NGVD 29 (07/19/86)  179.6    (m)          589.     (f) VERT ANG       
 SF0328
 SF0328.Superseded values are not recommended for survey control.
 SF0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0328.See file dsdata.txt to determine how the superseded data were derived.
 SF0328
 SF0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN4260337611(NAD 83)
 SF0328
 SF0328  HISTORY     - Date     Condition        Report By
 SF0328  HISTORY     - 1910     MONUMENTED       CGS
 SF0328  HISTORY     - 1975     SEE DESCRIPTION  NGS
 SF0328  HISTORY     - 1976     SEE DESCRIPTION  NGS
 SF0328
 SF0328                          STATION DESCRIPTION
 SF0328
 SF0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CRM)
 SF0328'THE REFERENCE MONUMENT WAS RECOVERED IN FAIR CONDITION.  THE
 SF0328'PROPERTY OWNER REQUESTED THAT NO ADDITIONAL CONCRETE MARKS BE
 SF0328'SET IN THIS AREA, HENCE REFERENCE MARKS WERE NOT
 SF0328'ESTABLISHED.  REFERENCE MONUMENT C-68A-75 WAS ESTABLISHED IN THE
 SF0328'NEAR VICINITY.  (SEE DESCRIPTION THEREOF).  A NEW DESCRIPTION
 SF0328'FOLLOWS.
 SF0328'
 SF0328'THE REFERENCE MONUMENT IS LOCATED ABOUT 1-3/4 MILES WEST OF
 SF0328'ST. HILAIRE, NEW BRUNSWICK, ON A LOW, WOODED KNOLL IN A FIELD,
 SF0328'AND ON PROPERTY OWNED BY MR. EUGENE DURETTE OF EDMUNDSTON.
 SF0328'
 SF0328'TO REACH FROM THE CATHOLIC CHURCH IS ST. HILAIRE, GO WESTERLY
 SF0328'ON PROVINCIAL ROUTE 120 FOR 2.0 MILES TO A HOUSE ON THE LEFT
 SF0328'AND A FIELD ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTH ON
 SF0328'THE FIELD ROAD FOR 0.15 MILE TO THE END OF TRUCK TRAVEL.  PACK
 SF0328'EAST, ACROSS A FIELD, FOR ABOUT 500 FEET TO THE TOP OF A LOW,
 SF0328'WOODED KNOLL AND THE REFERENCE MONUMENT.
 SF0328'
 SF0328'THE REFERENCE MONUMENT IS A 10-INCH SQUARE, CONCRETE POST,
 SF0328'PYRAMID-SHAPED ON TOP, THAT PROJECTS 6 INCHES ABOVE A 3-FOOT
 SF0328'SQUARE, CONCRETE BASE THAT PROJECTS 18 INCHES.  CANADA,
 SF0328'NO 68, AND 1910 IS CAST IN THE CONCRETE BASE.
 SF0328'
 SF0328'A TRAVERSE TIE WAS MADE TO THIS REFERENCE MONUMENT FROM
 SF0328'REFERENCE MONUMENT C-68A-75, THE DISTANCE BEING 107.070
 SF0328'METERS.  THE DISTANCE WAS MEASURED WITH AN ELECTRO-OPTICAL
 SF0328'INSTRUMENT.  (A RANGER IV)
 SF0328
 SF0328                          STATION RECOVERY (1976)
 SF0328
 SF0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CRM)
 SF0328'THE MONUMENT WAS RECOVERED IN GOOD CONDITION.  THE 1975 DESCRIPTION
 SF0328'IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0369 ***********************************************************************
 SF0369  DESIGNATION -  C69 IBC 1910
 SF0369  PID         -  SF0369
 SF0369  STATE/COUNTY-  ME/AROOSTOOK
 SF0369  USGS QUAD   -  FRENCHVILLE (1986)
 SF0369
 SF0369                         *CURRENT SURVEY CONTROL
 SF0369  ___________________________________________________________________
 SF0369* NAD 83(1996)-  47 17 45.39565(N)    068 27 29.08934(W)     ADJUSTED  
 SF0369* NAVD 88     -       168.1    (meters)     552.     (feet)  VERTCON   
 SF0369  ___________________________________________________________________
 SF0369  LAPLACE CORR-           6.27  (seconds)                    DEFLEC99
 SF0369  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 SF0369
 SF0369  HORZ ORDER  -  SECOND
 SF0369
 SF0369.The horizontal coordinates were established by classical geodetic methods
 SF0369.and adjusted by the National Geodetic Survey in March 1998..
 SF0369
 SF0369.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0369
 SF0369.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0369
 SF0369.The geoid height was determined by GEOID03.
 SF0369
 SF0369;                    North         East     Units Scale Factor Converg.
 SF0369;SPC ME E     -   403,322.597   303,170.275   MT  0.99990012   +0 01 50.9
 SF0369;UTM  19      - 5,238,194.453   540,971.659   MT  0.99962063   +0 23 53.7
 SF0369
 SF0369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0369!SPC ME E     -   0.99997744  x   0.99990012  =   0.99987756
 SF0369!UTM  19      -   0.99997744  x   0.99962063  =   0.99959808
 SF0369
 SF0369                          SUPERSEDED SURVEY CONTROL
 SF0369
 SF0369  NAD 83(1992)-  47 17 45.39104(N)    068 27 29.08589(W) AD(       ) 2
 SF0369  NAD 83(1986)-  47 17 45.39779(N)    068 27 29.07965(W) AD(       ) 2
 SF0369  NAD 27      -  47 17 45.25499(N)    068 27 30.91943(W) AD(       ) 2
 SF0369  NGVD 29 (07/19/86)  168.2    (m)          552.     (f) VERT ANG       
 SF0369
 SF0369.Superseded values are not recommended for survey control.
 SF0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0369.See file dsdata.txt to determine how the superseded data were derived.
 SF0369
 SF0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN4097238194(NAD 83)
 SF0369
 SF0369  HISTORY     - Date     Condition        Report By
 SF0369  HISTORY     - 1910     MONUMENTED       CGS
 SF0369  HISTORY     - 1976     SEE DESCRIPTION  NGS
 SF0369
 SF0369                          STATION DESCRIPTION
 SF0369
 SF0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CRM)
 SF0369'THE MONUMENT WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION
 SF0369'FOLLOWS.
 SF0369'
 SF0369'THE MONUMENT IS LOCATED ABOUT 2-1/2 MILES WEST OF ST. HILAIRE,
 SF0369'NEW BRUNSWICK, 2-1/2 MILES EAST-SOUTHEAST OF BAKER BROOK, NEW
 SF0369'BRUNSWICK, AT THE EAST EDGE OF A PASTURE, AND ON PROPERTY OWNED
 SF0369'BY MR. NORMAN CYR.
 SF0369'
 SF0369'TO REACH FROM THE CATHOLIC CHURCH IN ST. HILAIRE, GO WESTERLY
 SF0369'ON PROVINCIAL ROUTE 120 FOR 2.2 MILES TO A CEMETERY ON THE RIGHT
 SF0369'SIDE OF THE HIGHWAY.  CONTINUE AHEAD, WESTERLY, ON PROVINCIAL
 SF0369'ROUTE 120 FOR 1.0 MILE TO A DRIVEWAY ON THE RIGHT LEADING TO
 SF0369'THE CYR RESIDENCE.  TURN RIGHT AND GO NORTH-NORTHEAST ON THE
 SF0369'DRIVEWAY AND A FIELD ROAD, PASSING BETWEEN THE HOUSE AND A BARN
 SF0369'AND THROUGH TWO GATES, FOR 0.2 MILE TO THE MONUMENT.
 SF0369'
 SF0369'THE REFERENCE MONUMENT IS A 10-INCH SQUARE, CONCRETE SPIKE,
 SF0369'PYRAMID-SHAPED ON TOP, THAT PROJECTS 2 FEET ABOVE A 3-FOOT
 SF0369'SQUARE, CONCRETE BASE.  CANADA, 1910 AND NO C-69 IS CAST IN THE
 SF0369'CONCRETE BASE.  IT IS 24.9 FEET NORTH OF A STEEL WITNESS POST
 SF0369'WITH METAL SIGN ATTACHED AND 1.5 FEET EAST OF A FENCE.
 SF0369'
 SF0369'A TRAVERSE CONNECTION WAS MADE TO THIS REFERENCE MONUMENT FROM
 SF0369'REFERENCE MONUMENT C-69A-76, THE DISTANCE BEING 28.55 FEET OR
 SF0369'8.701 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0394 ***********************************************************************
 SF0394  DESIGNATION -  C78 IBC 1910
 SF0394  PID         -  SF0394
 SF0394  STATE/COUNTY-  ME/AROOSTOOK
 SF0394  USGS QUAD   -  FORT KENT NORTH (1985)
 SF0394
 SF0394                         *CURRENT SURVEY CONTROL
 SF0394  ___________________________________________________________________
 SF0394* NAD 83(1996)-  47 17 24.00107(N)    068 34 21.68142(W)     ADJUSTED  
 SF0394* NAVD 88     -       193.2    (meters)     634.     (feet)  VERTCON   
 SF0394  ___________________________________________________________________
 SF0394  LAPLACE CORR-           6.49  (seconds)                    DEFLEC99
 SF0394  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 SF0394
 SF0394  HORZ ORDER  -  THIRD
 SF0394
 SF0394.The horizontal coordinates were established by classical geodetic methods
 SF0394.and adjusted by the National Geodetic Survey in March 1998..
 SF0394.No horizontal observational check was made to the station.
 SF0394
 SF0394.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0394
 SF0394.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0394
 SF0394.The geoid height was determined by GEOID03.
 SF0394
 SF0394;                    North         East     Units Scale Factor Converg.
 SF0394;SPC ME E     -   402,663.658   294,502.078   MT  0.99990037   -0 03 12.3
 SF0394;UTM  19      - 5,237,480.144   532,310.323   MT  0.99961283   +0 18 50.4
 SF0394
 SF0394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0394!SPC ME E     -   0.99997354  x   0.99990037  =   0.99987392
 SF0394!UTM  19      -   0.99997354  x   0.99961283  =   0.99958638
 SF0394
 SF0394                          SUPERSEDED SURVEY CONTROL
 SF0394
 SF0394  NAD 83(1992)-  47 17 23.99559(N)    068 34 21.67810(W) AD(       ) 3
 SF0394  NAD 83(1986)-  47 17 24.00252(N)    068 34 21.67217(W) AD(       ) 3
 SF0394  NAD 27      -  47 17 23.86211(N)    068 34 23.50408(W) AD(       ) 3
 SF0394  NGVD 29 (07/19/86)  193.3    (m)          634.     (f) VERT ANG       
 SF0394
 SF0394.Superseded values are not recommended for survey control.
 SF0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0394.See file dsdata.txt to determine how the superseded data were derived.
 SF0394
 SF0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN3231037480(NAD 83)
 SF0394
 SF0394  HISTORY     - Date     Condition        Report By
 SF0394  HISTORY     - 1910     MONUMENTED       CGS
 SF0394  HISTORY     - 1976     SEE DESCRIPTION  NGS
 SF0394
 SF0394                          STATION DESCRIPTION
 SF0394
 SF0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CRM)
 SF0394'THE REFERENCE MONUMENT WAS RECOVERED IN FAIR CONDITION, BUT
 SF0394'WILL PROBABLY DISINTEGRATE IN THE NEXT FEW YEARS.  REFERENCE
 SF0394'MONUMENT C-78A-76 WAS ESTABLISHED IN THE IMMEDIATE
 SF0394'VICINITY.  (SEE DESCRIPTION THEREOF.) A TRAVERSE TIE WAS MADE
 SF0394'TO THIS MONUMENT FROM REFERENCE MONUMENT C-78A-76, THE DISTANCE
 SF0394'BEING 25.06 FEET OR 7.636 METERS.  THE DISTANCE BETWEEN
 SF0394'REFERENCE MONUMENT C-78 AND REFERENCE MARK 2 FOR REFERENCE
 SF0394'MONUMENT C-78A-76 IS 17.70 FEET OR 5.393 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0397 ***********************************************************************
 SF0397  DESIGNATION -  C79 IBC 1910
 SF0397  PID         -  SF0397
 SF0397  STATE/COUNTY-  ME/AROOSTOOK
 SF0397  USGS QUAD   -  FORT KENT NORTH (1985)
 SF0397
 SF0397                         *CURRENT SURVEY CONTROL
 SF0397  ___________________________________________________________________
 SF0397* NAD 83(1996)-  47 17 08.19584(N)    068 35 23.79782(W)     ADJUSTED  
 SF0397* NAVD 88     -       194.9    (meters)     639.     (feet)  VERTCON   
 SF0397  ___________________________________________________________________
 SF0397  LAPLACE CORR-           5.79  (seconds)                    DEFLEC99
 SF0397  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 SF0397
 SF0397  HORZ ORDER  -  THIRD
 SF0397
 SF0397.The horizontal coordinates were established by classical geodetic methods
 SF0397.and adjusted by the National Geodetic Survey in March 1998..
 SF0397.No horizontal observational check was made to the station.
 SF0397
 SF0397.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0397
 SF0397.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0397
 SF0397.The geoid height was determined by GEOID03.
 SF0397
 SF0397;                    North         East     Units Scale Factor Converg.
 SF0397;SPC ME E     -   402,176.966   293,196.451   MT  0.99990057   -0 03 57.9
 SF0397;UTM  19      - 5,236,985.232   531,008.219   MT  0.99961182   +0 18 04.6
 SF0397
 SF0397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0397!SPC ME E     -   0.99997328  x   0.99990057  =   0.99987386
 SF0397!UTM  19      -   0.99997328  x   0.99961182  =   0.99958511
 SF0397
 SF0397                          SUPERSEDED SURVEY CONTROL
 SF0397
 SF0397  NAD 83(1992)-  47 17 08.19016(N)    068 35 23.79456(W) AD(       ) 3
 SF0397  NAD 83(1986)-  47 17 08.19716(N)    068 35 23.78872(W) AD(       ) 3
 SF0397  NAD 27      -  47 17 08.05745(N)    068 35 25.61952(W) AD(       ) 3
 SF0397  NGVD 29 (07/19/86)  195.0    (m)          640.     (f) VERT ANG       
 SF0397
 SF0397.Superseded values are not recommended for survey control.
 SF0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0397.See file dsdata.txt to determine how the superseded data were derived.
 SF0397
 SF0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN3100836985(NAD 83)
 SF0397
 SF0397  HISTORY     - Date     Condition        Report By
 SF0397  HISTORY     - 1910     MONUMENTED       CGS
 SF0397  HISTORY     - 1976     SEE DESCRIPTION  NGS
 SF0397
 SF0397                          STATION DESCRIPTION
 SF0397
 SF0397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CRM)
 SF0397'THE MONUMENT WAS RECOVERED IN GOOD CONDITION.  A NEW
 SF0397'DESCRIPTION FOLLOWS.
 SF0397'
 SF0397'THE MONUMENT IS LOCATED ABOUT 2-1/2 MILES NORTH-NORTHEAST OF CLAIR,
 SF0397'NEW BRUNSWICK, IN A PLOWED FIELD, AND ON PROPERTY OWNED BY
 SF0397'MR. NORMAN BEAULIEU.
 SF0397'
 SF0397'TO REACH FROM THE SAINT FRANCOIS DAISSISE CATHOLIC CHURCH IN
 SF0397'CLAIR, GO NORTH-NORTHEAST ON PROVINCIAL ROUTE 205 FOR 2.2 MILES
 SF0397'TO A DRIVEWAY ON THE LEFT.  TURN LEFT AND GO NORTHWEST ON
 SF0397'THE DRIVEWAY, AROUND THE BEAULIEU RESIDENCE, THENCE NORTHWEST
 SF0397'ON A FIELD ROAD FOR 0.25 MILE TO THE MOST WESTERLY CORNER OF
 SF0397'A PASTURE ON THE RIGHT.  TURN RIGHT AND GO NORTHEAST, ALONG THE
 SF0397'EDGE OF A PASTURE AND PLOWED FIELD, FOR ABOUT 250 FEET TO
 SF0397'THE MONUMENT.
 SF0397'
 SF0397'THE REFERENCE MONUMENT IS AN 11-INCH SQUARE, CONCRETE SPIKE,
 SF0397'PYRAMID-SHAPED ON TOP, THAT PROJECTS 8 INCHES ABOVE A 3-FOOT
 SF0397'SQUARE, CONCRETE BASE.  CANADA, NO 79, AND 1910 IS CAST IN THE
 SF0397'CONCRETE BASE.  IT IS 23.1 METERS WEST OF THE NORTHEAST CORNER
 SF0397'OF A PASTURE, 10.80 METERS NORTH OF A STEEL WITNESS POST WITH
 SF0397'METAL SIGN ATTACHED, 8.6 METERS NORTHWEST OF A WIRE FENCE, AND
 SF0397'1.38 METERS HIGHER THAN REFERENCE MONUMENT C-79A-76.
 SF0397'
 SF0397'A TRAVERSE TIE WAS MADE TO THIS MONUMENT FROM REFERENCE
 SF0397'MONUMENT C-79A-76, THE DISTANCE BEING 40.11 FEET OR 12.226 METERS.
 SF0397'
 SF0397'THE DISTANCE BETWEEN THIS MONUMENT AND REFERENCE MARK 1 FOR
 SF0397'REFERENCE MONUMENT C-79A-76 IS 32.89 FEET OR 10.025 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0407 ***********************************************************************
 SF0407  DESIGNATION -  C84 IBC 1976
 SF0407  PID         -  SF0407
 SF0407  STATE/COUNTY-  ME/AROOSTOOK
 SF0407  USGS QUAD   -  FORT KENT NORTH (1985)
 SF0407
 SF0407                         *CURRENT SURVEY CONTROL
 SF0407  ___________________________________________________________________
 SF0407* NAD 83(1996)-  47 15 01.07340(N)    068 37 05.80256(W)     ADJUSTED  
 SF0407* NAVD 88     -       177.9    (meters)     584.     (feet)  VERTCON   
 SF0407  ___________________________________________________________________
 SF0407  LAPLACE CORR-           5.59  (seconds)                    DEFLEC99
 SF0407  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 SF0407
 SF0407  HORZ ORDER  -  SECOND
 SF0407
 SF0407.The horizontal coordinates were established by classical geodetic methods
 SF0407.and adjusted by the National Geodetic Survey in March 1998..
 SF0407
 SF0407.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0407.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0407
 SF0407.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0407
 SF0407.The geoid height was determined by GEOID03.
 SF0407
 SF0407;                    North         East     Units Scale Factor Converg.
 SF0407;SPC ME E     -   398,254.395   291,047.204   MT  0.99990098   -0 05 12.7
 SF0407;UTM  19      - 5,233,050.105   528,884.776   MT  0.99961025   +0 16 49.1
 SF0407
 SF0407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0407!SPC ME E     -   0.99997596  x   0.99990098  =   0.99987694
 SF0407!UTM  19      -   0.99997596  x   0.99961025  =   0.99958622
 SF0407
 SF0407:                Primary Azimuth Mark                     Grid Az
 SF0407:SPC ME E     -  CLAIR CATH CH SP IBC 1976                068 15 46.8
 SF0407:UTM  19      -  CLAIR CATH CH SP IBC 1976                067 53 45.0
 SF0407
 SF0407|---------------------------------------------------------------------|
 SF0407| PID    Reference Object                     Distance      Geod. Az  |
 SF0407|                                                           dddmmss.s |
 SF0407| SF0401 CLAIR CATH CH SP IBC 1976           APPROX. 1.4 KM 0681034.1 |
 SF0407| SF0424 REFERENCE MON S 90 RM 1             APPROX. 1.5 KM 1314542.5 |
 SF0407|---------------------------------------------------------------------|
 SF0407
 SF0407                          SUPERSEDED SURVEY CONTROL
 SF0407
 SF0407  NAD 83(1992)-  47 15 01.06757(N)    068 37 05.79886(W) AD(       ) 2
 SF0407  NAD 83(1986)-  47 15 01.07462(N)    068 37 05.79365(W) AD(       ) 2
 SF0407  NAD 27      -  47 15 00.93536(N)    068 37 07.62710(W) AD(       ) 2
 SF0407  NGVD 29 (07/19/86)  178.0    (m)          584.     (f) VERT ANG       
 SF0407
 SF0407.Superseded values are not recommended for survey control.
 SF0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0407.See file dsdata.txt to determine how the superseded data were derived.
 SF0407
 SF0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN2888533050(NAD 83)
 SF0407_MARKER: Z = SEE DESCRIPTION
 SF0407_SETTING: 0 = UNSPECIFIED SETTING
 SF0407_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0407
 SF0407  HISTORY     - Date     Condition        Report By
 SF0407  HISTORY     - 1976     MONUMENTED       IBC
 SF0407
 SF0407                          STATION DESCRIPTION
 SF0407
 SF0407'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1976 (CRM)
 SF0407'THE MONUMENT IS LOCATED IN THE SOUTHWEST PART OF CLAIR, IN THE
 SF0407'CLAIR INDUSTRIAL PARK, ABOUT 0.1 MILE NORTH-NORTHWEST OF A
 SF0407'SAWMILL, AND BENEATH A POWER LINE THAT GENERALLY RUNS IN AN
 SF0407'EAST-WEST DIRECTION.
 SF0407'
 SF0407'TO REACH FROM THE CANADIAN CUSTOMS BUILDING AT THE INTERNATIONAL
 SF0407'BRIDGE IN CLAIR, GO SOUTHWEST ON PRINCIPALE STREET (PROVINCIAL
 SF0407'ROUTE 205) FOR 0.45 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 SF0407'NORTH-NORTHWEST ON 1ST INDUSTRIAL AVE. FOR 0.3 MILE TO THE END
 SF0407'OF THE STREET AT A POWER LINE.  TURN LEFT AND GO WEST-SOUTHWEST
 SF0407'ALONG THE POWER LINE FOR ABOUT 400 FEET TO THE MONUMENT.
 SF0407'
 SF0407'REFERENCE MARKS WERE SET AT THIS MONUMENT AND SUBSEQUENTLY
 SF0407'DESTROYED BY A BULLDOZER.  THEY WILL BE REPLACED NEXT YEAR.
 SF0407'
 SF0407'THE REFERENCE MONUMENT, STAMPED C-84-76 1976, IS A BRONZE,
 SF0407'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0407'POST THAT IS 18 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT
 SF0407'IS 6 FEET NORTHEAST OF POWER POLE NO. G17 AND 3.8 FEET NORTHEAST
 SF0407'OF A STEEL WITNESS POST WITH METAL SIGN ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0448 ***********************************************************************
 SF0448  DESIGNATION -  C87 IBC 1910
 SF0448  PID         -  SF0448
 SF0448  STATE/COUNTY-  ME/AROOSTOOK
 SF0448  USGS QUAD   -  WHEELOCK (1985)
 SF0448
 SF0448                         *CURRENT SURVEY CONTROL
 SF0448  ___________________________________________________________________
 SF0448* NAD 83(1996)-  47 14 42.38084(N)    068 38 52.48884(W)     ADJUSTED  
 SF0448* NAVD 88     -       190.3    (meters)     624.     (feet)  VERTCON   
 SF0448  ___________________________________________________________________
 SF0448  LAPLACE CORR-           5.78  (seconds)                    DEFLEC99
 SF0448  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 SF0448
 SF0448  HORZ ORDER  -  THIRD
 SF0448
 SF0448.The horizontal coordinates were established by classical geodetic methods
 SF0448.and adjusted by the National Geodetic Survey in March 1998..
 SF0448.No horizontal observational check was made to the station.
 SF0448
 SF0448.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0448
 SF0448.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0448
 SF0448.The geoid height was determined by GEOID03.
 SF0448
 SF0448;                    North         East     Units Scale Factor Converg.
 SF0448;SPC ME E     -   397,681.013   288,802.957   MT  0.99990154   -0 06 31.0
 SF0448;UTM  19      - 5,232,462.526   526,644.902   MT  0.99960872   +0 15 30.7
 SF0448
 SF0448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0448!SPC ME E     -   0.99997402  x   0.99990154  =   0.99987556
 SF0448!UTM  19      -   0.99997402  x   0.99960872  =   0.99958275
 SF0448
 SF0448                          SUPERSEDED SURVEY CONTROL
 SF0448
 SF0448  NAD 83(1992)-  47 14 42.37481(N)    068 38 52.48515(W) AD(       ) 3
 SF0448  NAD 83(1986)-  47 14 42.38200(N)    068 38 52.48008(W) AD(       ) 3
 SF0448  NAD 27      -  47 14 42.24362(N)    068 38 54.31186(W) AD(       ) 3
 SF0448  NGVD 29 (07/19/86)  190.4    (m)          625.     (f) VERT ANG       
 SF0448
 SF0448.Superseded values are not recommended for survey control.
 SF0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0448.See file dsdata.txt to determine how the superseded data were derived.
 SF0448
 SF0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN2664532463(NAD 83)
 SF0448
 SF0448  HISTORY     - Date     Condition        Report By
 SF0448  HISTORY     - 1910     MONUMENTED       CGS
 SF0448  HISTORY     - 1976     SEE DESCRIPTION  NGS
 SF0448
 SF0448                          STATION DESCRIPTION
 SF0448
 SF0448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CRM)
 SF0448'THE MONUMENT WAS RECOVERED IN POOR CONDITION, BUT GOOD ENOUGH
 SF0448'FOR TIE PURPOSES.  REFERENCE MONUMENT C-87-76 WAS ESTABLISHED
 SF0448'IN THE IMMEDIATE VICINITY.  (SEE DESCRIPTION THEREOF.) THE
 SF0448'DISTANCE TO THIS MONUMENT FROM REFERENCE MONUMENT C-87-76 IS 91.72
 SF0448'FEET OR 27.961 METERS.  THE DISTANCE BETWEEN THIS MONUMENT AND
 SF0448'REFERENCE MARK 2 FOR REFERENCE MONUMENT C-87-76 IS 108.28 FEET
 SF0448'OR 33.005 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1787 ***********************************************************************
 PE1787  DESIGNATION -  CADILLAC GROUND 1968
 PE1787  PID         -  PE1787
 PE1787  STATE/COUNTY-  ME/HANCOCK
 PE1787  USGS QUAD   -  SEAL HARBOR (1983)
 PE1787
 PE1787                         *CURRENT SURVEY CONTROL
 PE1787  ___________________________________________________________________
 PE1787* NAD 83(1996)-  44 21 09.01119(N)    068 13 26.85977(W)     ADJUSTED  
 PE1787* NAVD 88     -       460.     (meters)    1509.     (feet)  SCALED    
 PE1787  ___________________________________________________________________
 PE1787  LAPLACE CORR-           3.15  (seconds)                    DEFLEC99
 PE1787  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 PE1787
 PE1787  HORZ ORDER  -  SECOND
 PE1787
 PE1787.The horizontal coordinates were established by classical geodetic methods
 PE1787.and adjusted by the National Geodetic Survey in March 1998..
 PE1787
 PE1787.The orthometric height was scaled from a topographic map.
 PE1787
 PE1787.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1787
 PE1787.The geoid height was determined by GEOID03.
 PE1787
 PE1787;                    North         East     Units Scale Factor Converg.
 PE1787;SPC ME E     -    76,234.347   321,993.045   MT  0.99990595   +0 11 34.3
 PE1787;UTM  19      - 4,911,318.488   561,835.444   MT  0.99964702   +0 32 32.7
 PE1787
 PE1787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1787!SPC ME E     -   0.99993166  x   0.99990595  =   0.99983762
 PE1787!UTM  19      -   0.99993166  x   0.99964702  =   0.99957871
 PE1787
 PE1787:                Primary Azimuth Mark                     Grid Az
 PE1787:SPC ME E     -  GOULDSBORO CHURCH SPIRE                  045 30 51.0
 PE1787:UTM  19      -  GOULDSBORO CHURCH SPIRE                  045 09 52.6
 PE1787
 PE1787|---------------------------------------------------------------------|
 PE1787| PID    Reference Object                     Distance      Geod. Az  |
 PE1787|                                                           dddmmss.s |
 PE1787| PE1767 GOULDSBORO CHURCH SPIRE             APPROX.20.2 KM 0454225.3 |
 PE1787| PE1765 PROSPECT HARBOR RADAR DOME          APPROX.17.8 KM 0710245.7 |
 PE1787| PE1786 BASE STA B                           25.962 METERS 15748     |
 PE1787| PE1785 BASE STA A                          233.974 METERS 22242     |
 PE1787| PE1778 MOUNT DESERT RESET                  232.508 METERS 23608     |
 PE1787|---------------------------------------------------------------------|
 PE1787
 PE1787                          SUPERSEDED SURVEY CONTROL
 PE1787
 PE1787  NAD 83(1992)-  44 21 09.01144(N)    068 13 26.86986(W) AD(       ) 2
 PE1787  NAD 83(1986)-  44 21 09.01046(N)    068 13 26.87479(W) AD(       ) 2
 PE1787  NAD 27      -  44 21 08.72904(N)    068 13 28.82209(W) AD(       ) 2
 PE1787
 PE1787.Superseded values are not recommended for survey control.
 PE1787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1787.See file dsdata.txt to determine how the superseded data were derived.
 PE1787
 PE1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK6183511318(NAD 83)
 PE1787_MARKER: B = BOLT
 PE1787_SETTING: 66 = SET IN ROCK OUTCROP
 PE1787_SP_SET: SET IN BEDROCK
 PE1787_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1787+STABILITY: POSITION/ELEVATION WELL
 PE1787
 PE1787  HISTORY     - Date     Condition        Report By
 PE1787  HISTORY     - 1968     MONUMENTED       CGS
 PE1787  HISTORY     - 1970     SEE DESCRIPTION  NGS
 PE1787  HISTORY     - 1971     GOOD             NGS
 PE1787  HISTORY     - 20050611 GOOD             INDIV
 PE1787
 PE1787                          STATION DESCRIPTION
 PE1787
 PE1787'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (NCS)
 PE1787'LOCATED ON THE NORTHEAST SIDE OF THE PARKING LOT AT THE TOP
 PE1787'OF MT. CADILLAC, 2.5 MILES SOUTH OF BAR HARBOR, IN THE ACADIA
 PE1787'NATIONAL PARK.  STATION WAS ESTABLISHED BY CARROLL F. MERRIAM,
 PE1787'AS MT. DESERT 1856 NOW REQUIRES A STAND TO SEE OUT.
 PE1787'
 PE1787'STATION IS MARKED BY AN IRON RINGBOLT, OF 1-INCH DIAMETER
 PE1787'ROD, SET IN BEDROCK AND BENT OVER SO IT LIES FLAT ON THE
 PE1787'SURFACE, WITH A PUNCH MARK IN THE SHANK WHICH IS THE
 PE1787'STATION.  IT IS 134 FEET NORTHWEST OF THE MOST NORTHERN OF THE
 PE1787'BINOCULAR PEDESTALS (COIN OPERATED), 34 FEET EAST OF A BRONZE
 PE1787'PLAQUE TO STEPHEN TYNG MATHER, AND 12 FEET EAST OF THE EAST
 PE1787'EDGE OF A BLACKTOP FOOTPATH ALONG THE ROCK ABOVE AND EAST OF
 PE1787'THE PARKING LOT.  A PAVED ROAD LEADS TO THE SUMMIT FROM BAR
 PE1787'HARBOR.
 PE1787
 PE1787                          STATION RECOVERY (1970)
 PE1787
 PE1787'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 PE1787'THIS STATION WAS ESTABLISHED BY MR. C.F. MERRIAM OF PROSPECT
 PE1787'HARBOR, TO SUPPLEMENT STATION MT. DESERT 1856 WHICH IS BADLY
 PE1787'OBSTRUCTED BY TREES.
 PE1787'
 PE1787'STATION IS LOCATED ABOUT 2-1/2 MILES SOUTHWEST OF BAR HARBOR,
 PE1787'IN ACADIA PARK, ON AN OPEN, ROCKY POINT ON THE NORTHEAST
 PE1787'SHOULDER OF CADILLAC MOUNTAIN, JUST SOUTH OF THE ROAD LOOP AT
 PE1787'END OF ROAD AT SCENIC OBSERVATION POINT.
 PE1787'
 PE1787'STATION MARK IS A PUNCH MARK IN A LARGE, TWISTED IRON ROD
 PE1787'THAT IS SECURED IN A DRILL HOLE IN THE BEDROCK.  IT IS ABOUT
 PE1787'100 FEET SOUTH UP FOOTPATH FROM END OF ROAD LOOP, ON HIGH
 PE1787'POINT OF ROCK KNOB ON LEFT SIDE OF TRAIL.
 PE1787'
 PE1787'NOTE--COORDINATES FOR THIS STATION MAY BE OBTAINED FROM THE
 PE1787'MAINE STATE HIGHWAY COMMISSION IN AUGUSTA, OR FROM
 PE1787'MR. C.F. MERRIAM OF PROSPECT HARBOR.
 PE1787
 PE1787                          STATION RECOVERY (1971)
 PE1787
 PE1787'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 PE1787'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1970.
 PE1787'
 PE1787'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PE1787'2-1/2 MILES SW OF BAR HARBOR.
 PE1787
 PE1787                          STATION RECOVERY (2005)
 PE1787
 PE1787'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JKM)
 PE1787'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0768 ***********************************************************************
 QF0768  DESIGNATION -  CALAIS BAPTIST CHURCH
 QF0768  PID         -  QF0768
 QF0768  STATE/COUNTY-  ME/WASHINGTON
 QF0768  USGS QUAD   -  CALAIS (1977)
 QF0768
 QF0768                         *CURRENT SURVEY CONTROL
 QF0768  ___________________________________________________________________
 QF0768* NAD 83(1996)-  45 11 16.25560(N)    067 16 38.65670(W)     ADJUSTED  
 QF0768* NAVD 88     -                                                        
 QF0768  ___________________________________________________________________
 QF0768  LAPLACE CORR-           3.63  (seconds)                    DEFLEC99
 QF0768  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 QF0768
 QF0768  HORZ ORDER  -  THIRD
 QF0768
 QF0768.The horizontal coordinates were established by classical geodetic methods
 QF0768.and adjusted by the National Geodetic Survey in March 1998..
 QF0768
 QF0768
 QF0768.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0768
 QF0768.The geoid height was determined by GEOID03.
 QF0768
 QF0768;                    North         East     Units Scale Factor Converg.
 QF0768;SPC ME E     -   169,744.970   396,072.623   MT  1.00001345   +0 52 02.6
 QF0768;UTM  19      - 5,005,261.708   635,322.400   MT  0.99982516   +1 13 20.0
 QF0768
 QF0768                          SUPERSEDED SURVEY CONTROL
 QF0768
 QF0768  NAD 83(1992)-  45 11 16.25033(N)    067 16 38.65444(W) AD(       ) 4
 QF0768  NAD 83(1986)-  45 11 16.25337(N)    067 16 38.65892(W) AD(       ) 4
 QF0768  NAD 27      -  45 11 15.99500(N)    067 16 40.67800(W) AD(       ) 3
 QF0768
 QF0768.Superseded values are not recommended for survey control.
 QF0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0768.See file dsdata.txt to determine how the superseded data were derived.
 QF0768
 QF0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL3532205262(NAD 83)
 QF0768
 QF0768  HISTORY     - Date     Condition        Report By
 QF0768  HISTORY     - UNK      MONUMENTED
 QF0768  HISTORY     - 1949     SEE DESCRIPTION  CGS
 QF0768  HISTORY     - 20050714 MARK NOT FOUND   GEOCAC
 QF0768
 QF0768                          STATION DESCRIPTION
 QF0768
 QF0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (ERM)
 QF0768'STATION DESTROYED BY FIRE ON OCTOBER 22, 1882.  REBUILT ON SAME
 QF0768'FOUNDATION BUT SPIRE CHANGED.
 QF0768
 QF0768                          STATION RECOVERY (2005)
 QF0768
 QF0768'RECOVERY NOTE BY GEOCACHING 2005 (CEA)
 QF0768'MARK NOT FOUND.  IN THE STRUCTURE OF THE SECOND BAPTIST CHURCH, NEAR
 QF0768'THE LOCATION FOR THIS MARK, THERE IS A CORNERSTONE WITH THE YEAR 2004
 QF0768'DIRECTLY OVER A CORNERSTONE DATED 1883 WITH WORDING INFERRING THAT A
 QF0768'FIRE TOOK PLACE PRIOR TO 2004.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0763 ***********************************************************************
 QF0763  DESIGNATION -  CALAIS OBSERVATORY
 QF0763  PID         -  QF0763
 QF0763  STATE/COUNTY-  ME/WASHINGTON
 QF0763  USGS QUAD   -  CALAIS (1977)
 QF0763
 QF0763                         *CURRENT SURVEY CONTROL
 QF0763  ___________________________________________________________________
 QF0763* NAD 83(1996)-  45 11 05.18541(N)    067 16 50.58805(W)     ADJUSTED  
 QF0763* NAVD 88     -        43.     (meters)     141.     (feet)  SCALED    
 QF0763  ___________________________________________________________________
 QF0763  LAPLACE CORR-           3.77  (seconds)                    DEFLEC99
 QF0763  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 QF0763
 QF0763  HORZ ORDER  -  SECOND
 QF0763
 QF0763.The horizontal coordinates were established by classical geodetic methods
 QF0763.and adjusted by the National Geodetic Survey in March 1998..
 QF0763
 QF0763.The orthometric height was scaled from a topographic map.
 QF0763
 QF0763.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0763
 QF0763.The geoid height was determined by GEOID03.
 QF0763
 QF0763;                    North         East     Units Scale Factor Converg.
 QF0763;SPC ME E     -   169,399.319   395,817.345   MT  1.00001285   +0 51 54.0
 QF0763;UTM  19      - 5,004,914.549   635,069.315   MT  0.99982432   +1 13 11.3
 QF0763
 QF0763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0763!SPC ME E     -   0.99999694  x   1.00001285  =   1.00000979
 QF0763!UTM  19      -   0.99999694  x   0.99982432  =   0.99982126
 QF0763
 QF0763:                Primary Azimuth Mark                     Grid Az
 QF0763:SPC ME E     -  ST DAVID 1867                            026 02 55.6
 QF0763:UTM  19      -  ST DAVID 1867                            025 41 38.3
 QF0763
 QF0763|---------------------------------------------------------------------|
 QF0763| PID    Reference Object                     Distance      Geod. Az  |
 QF0763|                                                           dddmmss.s |
 QF0763| QF0651 ST DAVID 1867                       APPROX. 8.2 KM 0265449.6 |
 QF0763|---------------------------------------------------------------------|
 QF0763
 QF0763                          SUPERSEDED SURVEY CONTROL
 QF0763
 QF0763  NAD 83(1992)-  45 11 05.18019(N)    067 16 50.58579(W) AD(       ) 2
 QF0763  NAD 83(1986)-  45 11 05.18315(N)    067 16 50.59016(W) AD(       ) 2
 QF0763  NAD 27      -  45 11 04.91400(N)    067 16 52.60900(W) AD(       ) 2
 QF0763
 QF0763.Superseded values are not recommended for survey control.
 QF0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0763.See file dsdata.txt to determine how the superseded data were derived.
 QF0763
 QF0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL3506904915(NAD 83)
 QF0763
 QF0763  HISTORY     - Date     Condition        Report By
 QF0763  HISTORY     - 1857     MONUMENTED       COASUR
 QF0763  HISTORY     - 1866     GOOD             CGS
 QF0763  HISTORY     - 1935     SEE DESCRIPTION  MEGS
 QF0763  HISTORY     - 1998     SEE DESCRIPTION  INDIV
 QF0763
 QF0763                          STATION DESCRIPTION
 QF0763
 QF0763'DESCRIBED BY COAST SURVEY (CGS) 1857 (CHB)
 QF0763'A FLAGSTAFF ON THE ROOF OF THE OBSERVATORY OVER THE CENTER OF THE
 QF0763'TRANSIT INSTRUMENT.  THE STATION IS MARKED BY A LEAD BOLT DRIVEN
 QF0763'FIRMLY IN THE ROCK, COINCIDING WITH THE CENTER OF THE TRANSIT
 QF0763'INSTRUMENT, WHICH IS 7.6 INCHES N AND 62.75 INCHES W OF THE ZENITH
 QF0763'TELESCOPE.
 QF0763
 QF0763                          STATION RECOVERY (1866)
 QF0763
 QF0763'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1866 (CHB)
 QF0763'RECOVERED IN GOOD CONDITION.
 QF0763
 QF0763                          STATION RECOVERY (1935)
 QF0763
 QF0763'RECOVERY NOTE BY MAINE GEODETIC SURVEY 1935
 QF0763'THIS STATION DESTROYED.
 QF0763
 QF0763                          STATION RECOVERY (1998)
 QF0763
 QF0763'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 1998 (HEN)
 QF0763'THE ORIGINAL POSITION OF THIS STATION IS LOST, DUE TO THE FACT
 QF0763'THAT THE STONE POST WITH THE LEAD BOLT IS NOW LEANING UP
 QF0763'AGAINST A TREE.  THE EIGHT FOOT TALL STONE POST THAT IS STILL
 QF0763'STANDING WAS PROBABLY USED TO MOUNT THE HARDY ASTRONOMICAL
 QF0763'CLOCK IS STILL SOLID IN PLACE.  THE ENTIRE SIGHT IS BEING
 QF0763'CONSIDERED AS AN HISTORICAL SIGHT BY THE CALAIS HISTORICAL
 QF0763'SOCIETY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2072 ***********************************************************************
 PE2072  DESIGNATION -  CALDERWOODS JESSE HOUSE CHIM
 PE2072  PID         -  PE2072
 PE2072  STATE/COUNTY-  ME/KNOX
 PE2072  USGS QUAD   -  VINALHAVEN (1988)
 PE2072
 PE2072                         *CURRENT SURVEY CONTROL
 PE2072  ___________________________________________________________________
 PE2072* NAD 83(1996)-  44 06 49.85125(N)    068 48 31.65860(W)     ADJUSTED  
 PE2072* NAVD 88     -                                                        
 PE2072  ___________________________________________________________________
 PE2072  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 PE2072  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 PE2072
 PE2072  HORZ ORDER  -  THIRD
 PE2072
 PE2072.The horizontal coordinates were established by classical geodetic methods
 PE2072.and adjusted by the National Geodetic Survey in March 1998..
 PE2072
 PE2072
 PE2072.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2072
 PE2072.The geoid height was determined by GEOID03.
 PE2072
 PE2072;                    North         East     Units Scale Factor Converg.
 PE2072;SPC ME E     -    49,727.710   275,282.681   MT  0.99990751   -0 12 53.8
 PE2072;UTM  19      - 4,884,535.537   515,300.424   MT  0.99960288   +0 07 59.1
 PE2072
 PE2072                          SUPERSEDED SURVEY CONTROL
 PE2072
 PE2072  NAD 83(1992)-  44 06 49.85787(N)    068 48 31.63844(W) AD(       ) 4
 PE2072  NAD 83(1986)-  44 06 49.86542(N)    068 48 31.64674(W) AD(       ) 4
 PE2072  NAD 27      -  44 06 49.57000(N)    068 48 33.54000(W) AD(       ) 3
 PE2072
 PE2072.Superseded values are not recommended for survey control.
 PE2072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2072.See file dsdata.txt to determine how the superseded data were derived.
 PE2072
 PE2072_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ1530084536(NAD 83)
 PE2072
 PE2072  HISTORY     - Date     Condition        Report By
 PE2072  HISTORY     - UNK      MONUMENTED
 PE2072  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2072  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2072
 PE2072                          STATION DESCRIPTION
 PE2072
 PE2072'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2072'STATION IS LOST.
 PE2072
 PE2072                          STATION RECOVERY (1943)
 PE2072
 PE2072'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2072'LISTED AS LOST IN 1934.  VERIFIED IN 1943.  THE PRESENT HOUSE IS
 PE2072'NOT THE ORIGINAL HOUSE.  THERE ARE FOUR CHIMNEYS ON IT AND
 PE2072'APPARENTLY THEY ARE NOT VERY OLD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0358 ***********************************************************************
 OB0358  DESIGNATION -  CALDWELL
 OB0358  PID         -  OB0358
 OB0358  STATE/COUNTY-  ME/KNOX
 OB0358  USGS QUAD   -  FRIENDSHIP (1973)
 OB0358
 OB0358                         *CURRENT SURVEY CONTROL
 OB0358  ___________________________________________________________________
 OB0358* NAD 83(1996)-  43 56 16.07173(N)    069 17 41.58887(W)     ADJUSTED  
 OB0358* NAVD 88     -        24.     (meters)      79.     (feet)  SCALED    
 OB0358  ___________________________________________________________________
 OB0358  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 OB0358  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 OB0358
 OB0358  HORZ ORDER  -  THIRD
 OB0358
 OB0358.The horizontal coordinates were established by classical geodetic methods
 OB0358.and adjusted by the National Geodetic Survey in March 1998..
 OB0358
 OB0358.The orthometric height was scaled from a topographic map.
 OB0358
 OB0358.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0358
 OB0358.The geoid height was determined by GEOID03.
 OB0358
 OB0358;                    North         East     Units Scale Factor Converg.
 OB0358;SPC ME E     -    30,429.083   236,184.969   MT  0.99995007   -0 33 05.7
 OB0358;SPC ME W     -   123,071.677   969,993.006   MT  1.00002690   +0 36 17.8
 OB0358;UTM  19      - 4,865,006.466   476,333.103   MT  0.99960689   -0 12 16.6
 OB0358
 OB0358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0358!SPC ME E     -   1.00000024  x   0.99995007  =   0.99995031
 OB0358!SPC ME W     -   1.00000024  x   1.00002690  =   1.00002714
 OB0358!UTM  19      -   1.00000024  x   0.99960689  =   0.99960713
 OB0358
 OB0358:                Primary Azimuth Mark                     Grid Az
 OB0358:SPC ME E     -  CUSHING CHURCH 2                         022 53 36.4
 OB0358:SPC ME W     -  CUSHING CHURCH 2                         021 44 12.9
 OB0358:UTM  19      -  CUSHING CHURCH 2                         022 32 47.3
 OB0358
 OB0358|---------------------------------------------------------------------|
 OB0358| PID    Reference Object                     Distance      Geod. Az  |
 OB0358|                                                           dddmmss.s |
 OB0358| PE2371 CUSHING CHURCH 2                    APPROX. 9.3 KM 0222030.7 |
 OB0358| OB0328 TURKEY CHURCH                       APPROX. 4.1 KM 0765824.0 |
 OB0358| OB0371 HERRING GUT CHURCH                  APPROX. 3.3 KM 1072525.3 |
 OB0358| OB0367 HOOPER                              APPROX. 2.6 KM 1295815.1 |
 OB0358| OB0378 MONHEGAN LIGHT                      APPROX.19.3 KM 1850052.4 |
 OB0358| OB0355 HARBOR                              APPROX. 6.8 KM 1875947.0 |
 OB0358| OB0377 ALLEN                               APPROX. 7.6 KM 1902651.2 |
 OB0358| OB0351 THOMPSON                            APPROX. 4.6 KM 2041011.9 |
 OB0358| OB0399 FRANKLIN ISLAND LH                  APPROX. 8.2 KM 2314514.8 |
 OB0358| OB0416 WHITE ISLAND                        APPROX.28.0 KM 2332314.4 |
 OB0358| OB0413 PEMAQUID LH                         APPROX.20.3 KM 2363819.6 |
 OB0358| OB0339 OTTER ISLAND                        APPROX. 4.4 KM 2514737.0 |
 OB0358| OB0332 CROW                                APPROX. 6.5 KM 2582447.4 |
 OB0358| OB0341 OTTER ISLAND HOUSE CHIMNEY          APPROX. 3.9 KM 2624548.1 |
 OB0358| OB0334 CRANBERRY                           APPROX. 5.4 KM 2661230.5 |
 OB0358| OB0338 CRANBERRY ISLAND HOUSE CHIMNEY      APPROX. 4.6 KM 2703331.4 |
 OB0358| PE2380 WALDOBORO CONG CHURCH SPIRE         APPROX.11.8 KM 3460419.5 |
 OB0358| PE2367 WALDOBORO CHURCH SPIRE 1            APPROX.11.9 KM 3461202.8 |
 OB0358|---------------------------------------------------------------------|
 OB0358
 OB0358                          SUPERSEDED SURVEY CONTROL
 OB0358
 OB0358  NAD 83(1992)-  43 56 16.07409(N)    069 17 41.57184(W) AD(       ) 3
 OB0358  NAD 83(1986)-  43 56 16.07872(N)    069 17 41.57850(W) AD(       ) 3
 OB0358  NAD 27      -  43 56 15.76000(N)    069 17 43.52000(W) AD(       ) 3
 OB0358
 OB0358.Superseded values are not recommended for survey control.
 OB0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0358.See file dsdata.txt to determine how the superseded data were derived.
 OB0358
 OB0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ7633365006(NAD 83)
 OB0358
 OB0358  HISTORY     - Date     Condition        Report By
 OB0358  HISTORY     - UNK      MONUMENTED
 OB0358  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OB0358
 OB0358                          STATION DESCRIPTION
 OB0358
 OB0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FLP)
 OB0358'A SEARCH WAS MADE FOR THIS MARK ON ROCKY LEDGES IN VICINITY OF
 OB0358'WHERE POSITION OF STATION PLOTTED, BUT NO TRACE OF A MARK WAS
 OB0358'FOUND.  PLANE-TABLE AND AIR COMPILATION METHODS MIGHT LOCATE THE
 OB0358'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1921 ***********************************************************************
 PE1921  DESIGNATION -  CALF 1944
 PE1921  PID         -  PE1921
 PE1921  STATE/COUNTY-  ME/HANCOCK
 PE1921  USGS QUAD   -  BARTLETT ISLAND (1981)
 PE1921
 PE1921                         *CURRENT SURVEY CONTROL
 PE1921  ___________________________________________________________________
 PE1921* NAD 83(1996)-  44 16 56.58987(N)    068 29 32.84838(W)     ADJUSTED  
 PE1921* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 PE1921  ___________________________________________________________________
 PE1921  LAPLACE CORR-           5.90  (seconds)                    DEFLEC99
 PE1921  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 PE1921
 PE1921  HORZ ORDER  -  THIRD
 PE1921
 PE1921.The horizontal coordinates were established by classical geodetic methods
 PE1921.and adjusted by the National Geodetic Survey in March 1998..
 PE1921
 PE1921.The orthometric height was scaled from a topographic map.
 PE1921
 PE1921.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1921
 PE1921.The geoid height was determined by GEOID03.
 PE1921
 PE1921;                    North         East     Units Scale Factor Converg.
 PE1921;SPC ME E     -    68,406.844   300,601.988   MT  0.99990000   +0 00 19.0
 PE1921;UTM  19      - 4,903,362.857   540,498.258   MT  0.99962017   +0 21 15.7
 PE1921
 PE1921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1921!SPC ME E     -   1.00000372  x   0.99990000  =   0.99990372
 PE1921!UTM  19      -   1.00000372  x   0.99962017  =   0.99962389
 PE1921
 PE1921:                Primary Azimuth Mark                     Grid Az
 PE1921:SPC ME E     -  BLUE HILL BAY FLYE IS LH                 186 36 43.1
 PE1921:UTM  19      -  BLUE HILL BAY FLYE IS LH                 186 15 46.4
 PE1921
 PE1921|---------------------------------------------------------------------|
 PE1921| PID    Reference Object                     Distance      Geod. Az  |
 PE1921|                                                           dddmmss.s |
 PE1921| PE1861 BLUE HILL BAY FLYE IS LH            APPROX. 3.8 KM 1863702.1 |
 PE1921| PE1964 BROOKLIN CHURCH SPIRE               APPROX. 6.3 KM 2542736.8 |
 PE1921|---------------------------------------------------------------------|
 PE1921
 PE1921                          SUPERSEDED SURVEY CONTROL
 PE1921
 PE1921  NAD 83(1992)-  44 16 56.59563(N)    068 29 32.83284(W) AD(       ) 3
 PE1921  NAD 83(1986)-  44 16 56.59621(N)    068 29 32.83663(W) AD(       ) 3
 PE1921  NAD 27      -  44 16 56.31200(N)    068 29 34.75500(W) AD(       ) 3
 PE1921
 PE1921.Superseded values are not recommended for survey control.
 PE1921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1921.See file dsdata.txt to determine how the superseded data were derived.
 PE1921
 PE1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK4049803363(NAD 83)
 PE1921
 PE1921  HISTORY     - Date     Condition        Report By
 PE1921  HISTORY     - 1944     MONUMENTED       CGS
 PE1921  HISTORY     - 1956     SEE DESCRIPTION  CGS
 PE1921
 PE1921                          STATION DESCRIPTION
 PE1921
 PE1921'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1921'STATION IS A STANDARD DISK SET IN DRILL HOLE IN LARGE OUTCROP OF
 PE1921'LEDGE AT N.W. TIP OF TINKER ID.  LEDGE IS ABOUT 6 FT ABOVE BEACH
 PE1921'AND IS ONLY HIGH OUTCROP OF LEDGE ALONG THIS SECTION OF SHORE.
 PE1921'
 PE1921'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK 8 FEET.
 PE1921
 PE1921                          STATION RECOVERY (1956)
 PE1921
 PE1921'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 PE1921'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 PE1921'DESCRIPTION IS ADEQUATE AND COMPLETE.  THE STATION IS MARKED BY
 PE1921'A TOPOGRAPHIC DISK, STAMPED CALF 1944.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1870 ***********************************************************************
 QF1870  DESIGNATION -  CALF IBC
 QF1870  PID         -  QF1870
 QF1870  STATE/COUNTY-  ME/AROOSTOOK
 QF1870  USGS QUAD   -  ORIENT (1989)
 QF1870
 QF1870                         *CURRENT SURVEY CONTROL
 QF1870  ___________________________________________________________________
 QF1870* NAD 83(1996)-  45 50 13.51348(N)    067 45 59.64689(W)     ADJUSTED  
 QF1870* NAVD 88     -       133.     (meters)     436.     (feet)  SCALED    
 QF1870  ___________________________________________________________________
 QF1870  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 QF1870  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 QF1870
 QF1870  HORZ ORDER  -  THIRD
 QF1870
 QF1870.The horizontal coordinates were established by classical geodetic methods
 QF1870.and adjusted by the National Geodetic Survey in March 1998..
 QF1870
 QF1870.The orthometric height was scaled from a topographic map.
 QF1870
 QF1870.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1870
 QF1870.The geoid height was determined by GEOID03.
 QF1870
 QF1870;                    North         East     Units Scale Factor Converg.
 QF1870;SPC ME E     -   241,429.641   356,974.785   MT  0.99993989   +0 31 34.1
 QF1870;UTM  19      - 5,076,686.683   595,787.154   MT  0.99971280   +0 53 05.6
 QF1870
 QF1870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1870!SPC ME E     -   0.99998289  x   0.99993989  =   0.99992278
 QF1870!UTM  19      -   0.99998289  x   0.99971280  =   0.99969569
 QF1870
 QF1870:                Primary Azimuth Mark                     Grid Az
 QF1870:SPC ME E     -  BUCK IBC                                 162 29 27.0
 QF1870:UTM  19      -  BUCK IBC                                 162 07 55.5
 QF1870
 QF1870|---------------------------------------------------------------------|
 QF1870| PID    Reference Object                     Distance      Geod. Az  |
 QF1870|                                                           dddmmss.s |
 QF1870| QF1866 BUCK IBC                            449.924 METERS 1630101.1 |
 QF1870| QF1873 FAWN IBC                            194.413 METERS 21606     |
 QF1870|---------------------------------------------------------------------|
 QF1870
 QF1870                          SUPERSEDED SURVEY CONTROL
 QF1870
 QF1870  NAD 83(1992)-  45 50 13.51078(N)    067 45 59.64543(W) AD(       ) 3
 QF1870  NAD 83(1986)-  45 50 13.51682(N)    067 45 59.66575(W) AD(       ) 3
 QF1870  NAD 27      -  45 50 13.31000(N)    067 46 01.62400(W) AD(       ) 3
 QF1870
 QF1870.Superseded values are not recommended for survey control.
 QF1870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1870.See file dsdata.txt to determine how the superseded data were derived.
 QF1870
 QF1870_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9578776687(NAD 83)
 QF1870_MARKER: DD = SURVEY DISK
 QF1870_SETTING: 0 = UNSPECIFIED SETTING
 QF1870_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QF1870
 QF1870  HISTORY     - Date     Condition        Report By
 QF1870  HISTORY     - 1912     MONUMENTED       IBC
 QF1870  HISTORY     - 1946     SEE DESCRIPTION  IBC
 QF1870  HISTORY     - 1955     SEE DESCRIPTION  IBC
 QF1870  HISTORY     - 1972     SEE DESCRIPTION  IBC
 QF1870
 QF1870                          STATION DESCRIPTION
 QF1870
 QF1870'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (JEM)
 QF1870'ON MONUMENT BROOK, ABOUT 1/2 MILE ABOVE NORTH LAKE, ON A POINT IN THE
 QF1870'MARSH A LITTLE ABOVE THE GENERAL LEVEL, ABOUT 45 METERS FROM THE
 QF1870'STREAM.
 QF1870'
 QF1870'STATION MARK IS A BRONZE DISK SET IN A GRANITE POST 7 INCHES SQUARE
 QF1870'AND 2 FEET LONG, SET IN A CONCRETE BASE.  THE LETTERS---U.S.R.M.---ARE
 QF1870'CUT IN THE VERTICAL FACES OF THE POST, ONE LETTER IN EACH FACE.
 QF1870
 QF1870                          STATION RECOVERY (1946)
 QF1870
 QF1870'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF1870'FOUND LEANING AND STRAIGHTENED.
 QF1870
 QF1870                          STATION RECOVERY (1955)
 QF1870
 QF1870'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1870'ON FOOT ABOVE WATER.
 QF1870
 QF1870                          STATION RECOVERY (1972)
 QF1870
 QF1870'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1870'THREE MEN LOOKED FOR THIS STATION FOR ABOUT A HALF AN HOUR AND DID
 QF1870'NOT FIND IT.  COULD PROBABLE BE LOCATED BY SURVEY METHODS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1808 ***********************************************************************
 PE1808  DESIGNATION -  CALF ISLAND BOATHOUSE NE GABLE
 PE1808  PID         -  PE1808
 PE1808  STATE/COUNTY-  ME/HANCOCK
 PE1808  USGS QUAD   -  BAR HARBOR (1982)
 PE1808
 PE1808                         *CURRENT SURVEY CONTROL
 PE1808  ___________________________________________________________________
 PE1808* NAD 83(1996)-  44 27 42.72150(N)    068 08 58.56566(W)     ADJUSTED  
 PE1808* NAVD 88     -                                                        
 PE1808  ___________________________________________________________________
 PE1808  LAPLACE CORR-           4.05  (seconds)                    DEFLEC99
 PE1808  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 PE1808
 PE1808  HORZ ORDER  -  THIRD
 PE1808
 PE1808.The horizontal coordinates were established by classical geodetic methods
 PE1808.and adjusted by the National Geodetic Survey in March 1998..
 PE1808
 PE1808
 PE1808.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1808
 PE1808.The geoid height was determined by GEOID03.
 PE1808
 PE1808;                    North         East     Units Scale Factor Converg.
 PE1808;SPC ME E     -    88,408.383   327,882.406   MT  0.99990956   +0 14 43.6
 PE1808;UTM  19      - 4,923,525.135   567,648.862   MT  0.99965628   +0 35 44.4
 PE1808
 PE1808                          SUPERSEDED SURVEY CONTROL
 PE1808
 PE1808  NAD 83(1992)-  44 27 42.71585(N)    068 08 58.57037(W) AD(       ) 4
 PE1808  NAD 83(1986)-  44 27 42.71416(N)    068 08 58.57526(W) AD(       ) 4
 PE1808  NAD 27      -  44 27 42.42900(N)    068 09 00.55000(W) AD(       ) 3
 PE1808
 PE1808.Superseded values are not recommended for survey control.
 PE1808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1808.See file dsdata.txt to determine how the superseded data were derived.
 PE1808
 PE1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK6764923525(NAD 83)
 PE1808
 PE1808  HISTORY     - Date     Condition        Report By
 PE1808  HISTORY     - 1944     MONUMENTED       CGS
 PE1808
 PE1808                          STATION DESCRIPTION
 PE1808
 PE1808'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1808'STATION IS THE NORTHEAST GABLE OF A LOW RECTANGULAR-SHAPED
 PE1808'BOATHOUSE ON THE NORTHEAST SIDE OF CALF ISLAND, ABOUT 550 METERS
 PE1808'FROM SOUTHEAST TIP OF ISLAND, ABOUT 40 METERS NORTHWEST OF AN OLD
 PE1808'3-PIER DOCK, AND 12 METERS BACK OF MEAN HIGH WATER LINE.
 PE1808'BOATHOUSE IS 9.9 METERS X 8.7 METERS AND HAS 2 LARGE DOUBLE DOORS
 PE1808'IN NORTHEAST END.
 PE1808'
 PE1808'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK 25 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1811 ***********************************************************************
 PE1811  DESIGNATION -  CALF RESET
 PE1811  PID         -  PE1811
 PE1811  STATE/COUNTY-  ME/HANCOCK
 PE1811  USGS QUAD   -  BAR HARBOR (1982)
 PE1811
 PE1811                         *CURRENT SURVEY CONTROL
 PE1811  ___________________________________________________________________
 PE1811* NAD 83(1996)-  44 27 42.59293(N)    068 09 05.96616(W)     ADJUSTED  
 PE1811* NAVD 88     -        46.     (meters)     151.     (feet)  SCALED    
 PE1811  ___________________________________________________________________
 PE1811  LAPLACE CORR-           4.04  (seconds)                    DEFLEC99
 PE1811  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 PE1811
 PE1811  HORZ ORDER  -  SECOND
 PE1811
 PE1811.The horizontal coordinates were established by classical geodetic methods
 PE1811.and adjusted by the National Geodetic Survey in March 1998..
 PE1811
 PE1811.The orthometric height was scaled from a topographic map.
 PE1811
 PE1811.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1811
 PE1811.The geoid height was determined by GEOID03.
 PE1811
 PE1811;                    North         East     Units Scale Factor Converg.
 PE1811;SPC ME E     -    88,403.716   327,718.844   MT  0.99990945   +0 14 38.4
 PE1811;UTM  19      - 4,923,519.470   567,485.373   MT  0.99965601   +0 35 39.2
 PE1811
 PE1811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1811!SPC ME E     -   0.99999657  x   0.99990945  =   0.99990603
 PE1811!UTM  19      -   0.99999657  x   0.99965601  =   0.99965259
 PE1811
 PE1811:                Primary Azimuth Mark                     Grid Az
 PE1811:SPC ME E     -  SCHOODIC MOUNTAIN FIRE TOWER             001 30 34.4
 PE1811:UTM  19      -  SCHOODIC MOUNTAIN FIRE TOWER             001 09 33.6
 PE1811
 PE1811|---------------------------------------------------------------------|
 PE1811| PID    Reference Object                     Distance      Geod. Az  |
 PE1811|                                                           dddmmss.s |
 PE1811| PE1706 SCHOODIC MOUNTAIN FIRE TOWER        APPROX.12.4 KM 0014512.8 |
 PE1811| PE1757 SOUTH GOULDSBORO CHURCH SPIRE       APPROX. 4.8 KM 1354903.4 |
 PE1811| PE1759 GRINDSTONE NECK STANDPIPE           APPROX.10.0 KM 1531035.1 |
 PE1811| CE7832 CALF RM 1                            15.121 METERS 18203     |
 PE1811| CE7833 CALF RM 2                            15.065 METERS 26408     |
 PE1811|---------------------------------------------------------------------|
 PE1811
 PE1811                          SUPERSEDED SURVEY CONTROL
 PE1811
 PE1811  NAD 83(1992)-  44 27 42.58837(N)    068 09 05.97057(W) AD(       ) 2
 PE1811  NAD 83(1986)-  44 27 42.58654(N)    068 09 05.97472(W) AD(       ) 2
 PE1811  NAD 27      -  44 27 42.29800(N)    068 09 07.94300(W) AD(       ) 2
 PE1811
 PE1811.Superseded values are not recommended for survey control.
 PE1811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1811.See file dsdata.txt to determine how the superseded data were derived.
 PE1811
 PE1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK6748523519(NAD 83)
 PE1811
 PE1811  HISTORY     - Date     Condition        Report By
 PE1811  HISTORY     - 1860     MONUMENTED       CGS
 PE1811  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE1811  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE1811
 PE1811                          STATION DESCRIPTION
 PE1811
 PE1811'DESCRIBED BY COAST AND GEODETIC SURVEY 1860 (FPW)
 PE1811'ON A WOODED HILL IN THE SOUTHERN PART OF CALF ISLAND, EASTERN
 PE1811'PART OF FRENCHMANS BAY, OWNED BY NATHANIEL STOVER, WHOSE HOUSE
 PE1811'IS A SHORT DISTANCE TO THE SE.
 PE1811'
 PE1811'THE STATION IS A HOLE DRILLED IN A ROCK.
 PE1811
 PE1811                          STATION RECOVERY (1934)
 PE1811
 PE1811'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1811'STATION WAS RECOVERED AS DESCRIBED.  IT IS ON THE HIGHEST POINT
 PE1811'ON THE EASTERN END OF CALF ISLAND, WHICH IS IN FRENCHMANS BAY
 PE1811'5-1/2 MILES NE OF BAR HARBOR AND IS ON W SIDE OF FLANDERS
 PE1811'BAY.  STATION IS ON A HIGH LEDGE WHICH IS IN SHAPE OF A MOUND
 PE1811'AND IS 10 METERS N OF A PROMINENT TRAIL RUNNING THE LENGTH OF
 PE1811'THE ISLAND.
 PE1811'
 PE1811'A NEW MARK, A STANDARD BRONZE DISK WAS SET IN THE ORIGINAL
 PE1811'DRILL HOLE, AND TWO NEW REFERENCE MARKS, STANDARD BRONZE DISKS
 PE1811'WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK, WERE SET.
 PE1811'
 PE1811'REFERENCE MARK NO. 1 IS 3 METERS SW OF THE TRAIL IN A LEDGE
 PE1811'RESEMBLING A BOULDER 3 FEET HIGH.  REFERENCE MARK NO. 2 IS 5
 PE1811'METERS SW OF THE TRAIL AT THE HIGHEST POINT AND IS IN A FLAT
 PE1811'LEDGE ON THE NE SIDE OF A MOUND OF SEVERAL LEDGES.
 PE1811'
 PE1811'STATION IS MOST EASILY REACHED FROM THE NE SIDE OF THE
 PE1811'ISLAND.  LAND AT A WHARF AND FOLLOW ROAD 1/4 MILE S TO
 PE1811'COTTAGES, THEN FOLLOW PROMINENT TRAIL 1/4 MILE SW TO SUMMIT OF
 PE1811'HILL.
 PE1811
 PE1811                          STATION RECOVERY (1944)
 PE1811
 PE1811'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1811'STATION AND REFERENCE MARKS RECOVERED IN GOOD
 PE1811'CONDITION.  DESCRIPTION IS ADEQUATE.  REFERENCE MARK DISTANCES
 PE1811'MEASURED AND CHECK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2550 ***********************************************************************
 PE2550  DESIGNATION -  CAMDEN CHESTNUT ST CH SPIRE
 PE2550  PID         -  PE2550
 PE2550  STATE/COUNTY-  ME/KNOX
 PE2550  USGS QUAD   -  CAMDEN (1991)
 PE2550
 PE2550                         *CURRENT SURVEY CONTROL
 PE2550  ___________________________________________________________________
 PE2550* NAD 83(1996)-  44 12 32.05113(N)    069 03 53.59304(W)     ADJUSTED  
 PE2550* NAVD 88     -                                                        
 PE2550  ___________________________________________________________________
 PE2550  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 PE2550  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 PE2550
 PE2550  HORZ ORDER  -  THIRD
 PE2550
 PE2550.The horizontal coordinates were established by classical geodetic methods
 PE2550.and adjusted by the National Geodetic Survey in March 1998..
 PE2550
 PE2550
 PE2550.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2550
 PE2550.The geoid height was determined by GEOID03.
 PE2550
 PE2550;                    North         East     Units Scale Factor Converg.
 PE2550;SPC ME E     -    60,397.595   254,856.334   MT  0.99992506   -0 23 38.0
 PE2550;UTM  19      - 4,895,077.720   494,816.034   MT  0.99960033   -0 02 42.9
 PE2550
 PE2550                          SUPERSEDED SURVEY CONTROL
 PE2550
 PE2550  NAD 83(1992)-  44 12 32.05665(N)    069 03 53.57318(W) AD(       ) 4
 PE2550  NAD 83(1986)-  44 12 32.06079(N)    069 03 53.58124(W) AD(       ) 4
 PE2550
 PE2550.Superseded values are not recommended for survey control.
 PE2550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2550.See file dsdata.txt to determine how the superseded data were derived.
 PE2550
 PE2550_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ9481695078(NAD 83)
 PE2550_MARKER: 89 = SPIRE
 PE2550_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2550_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE2550+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2001
 PE2550
 PE2550  HISTORY     - Date     Condition        Report By
 PE2550  HISTORY     - 1983     FIRST OBSERVED   NOS
 PE2550  HISTORY     - 20010419 GOOD             USPSQD
 PE2550  HISTORY     - 20030907 GOOD             USPSQD
 PE2550
 PE2550                          STATION DESCRIPTION
 PE2550
 PE2550'DESCRIBED BY NATIONAL OCEAN SERVICE 1983 (WVH)
 PE2550'THE STATION IS LOCATED IN CAMDEN, MAINE ONE BLOCK FROM THE
 PE2550'WATERFRONT.  THE SPIRE IS THE LARGEST IN TOWN AND HAS FOUR CLOCKS
 PE2550'AROUND THE BASE OF THE SPIRE.  THE SPIRE WAS PAINTED WHITE AT THE
 PE2550'TIME OF THE SURVEY.
 PE2550
 PE2550                          STATION RECOVERY (2001)
 PE2550
 PE2550'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 PE2550'RECOVERED IN GOOD CONDITION.
 PE2550
 PE2550                          STATION RECOVERY (2003)
 PE2550
 PE2550'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 PE2550'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2262 ***********************************************************************
 PE2262  DESIGNATION -  CAMDEN WHITE BRICK STACK
 PE2262  PID         -  PE2262
 PE2262  STATE/COUNTY-  ME/KNOX
 PE2262  USGS QUAD   -  CAMDEN (1991)
 PE2262
 PE2262                         *CURRENT SURVEY CONTROL
 PE2262  ___________________________________________________________________
 PE2262* NAD 83(1996)-  44 12 36.84221(N)    069 04 01.53559(W)     ADJUSTED  
 PE2262* NAVD 88     -                                                        
 PE2262  ___________________________________________________________________
 PE2262  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 PE2262  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 PE2262
 PE2262  HORZ ORDER  -  THIRD
 PE2262
 PE2262.The horizontal coordinates were established by classical geodetic methods
 PE2262.and adjusted by the National Geodetic Survey in March 1998..
 PE2262
 PE2262
 PE2262.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2262
 PE2262.The geoid height was determined by GEOID03.
 PE2262
 PE2262;                    North         East     Units Scale Factor Converg.
 PE2262;SPC ME E     -    60,546.675   254,681.038   MT  0.99992525   -0 23 43.6
 PE2262;UTM  19      - 4,895,225.682   494,639.891   MT  0.99960035   -0 02 48.4
 PE2262
 PE2262                          SUPERSEDED SURVEY CONTROL
 PE2262
 PE2262  NAD 83(1992)-  44 12 36.84769(N)    069 04 01.51543(W) AD(       ) 4
 PE2262  NAD 83(1986)-  44 12 36.85629(N)    069 04 01.53393(W) AD(       ) 4
 PE2262  NAD 27      -  44 12 36.57400(N)    069 04 03.40100(W) AD(       ) 3
 PE2262
 PE2262.Superseded values are not recommended for survey control.
 PE2262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2262.See file dsdata.txt to determine how the superseded data were derived.
 PE2262
 PE2262_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ9464095226(NAD 83)
 PE2262_MARKER: 63 = STACK
 PE2262_SETTING: 0 = UNSPECIFIED SETTING
 PE2262_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2262_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE2262+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2003
 PE2262
 PE2262  HISTORY     - Date     Condition        Report By
 PE2262  HISTORY     - 1934     FIRST OBSERVED   CGS
 PE2262  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2262  HISTORY     - 1954     SEE DESCRIPTION  CGS
 PE2262  HISTORY     - 1983     GOOD             NOS
 PE2262  HISTORY     - 19910606 GOOD             USPSQD
 PE2262  HISTORY     - 20010418 GOOD             USPSQD
 PE2262  HISTORY     - 20031008 GOOD             USPSQD
 PE2262
 PE2262                          STATION DESCRIPTION
 PE2262
 PE2262'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2262'THIS STATION IS THE CENTER OF THE WHITE BRICK STACK ON THE
 PE2262'KNOX WOOLEN COMPANYS MILL IN CAMDEN.  THERE IS ANOTHER STACK ON
 PE2262'THIS MILL, BUT THIS IS MADE OF METAL, IS SMALLER IN BOTH DIAMETER
 PE2262'AND HEIGHT, AND IS NOT NEARLY SO NOTICEABLE.
 PE2262
 PE2262                          STATION RECOVERY (1943)
 PE2262
 PE2262'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2262'STATION WAS RECOVERED AS DESCRIBED IN 1934 WITH THE FOLLOWING
 PE2262'DISCREPANCY--
 PE2262'
 PE2262'THE STACK IS CONCRETE AND NOT BRICK.
 PE2262
 PE2262                          STATION RECOVERY (1954)
 PE2262
 PE2262'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HOF)
 PE2262'THE STATION WAS USED AS A HYDROGRAPHIC SIGNAL IN 1954, BUT THE
 PE2262'STATION WAS NOT VISITED AT THAT TIME.
 PE2262
 PE2262                          STATION RECOVERY (1983)
 PE2262
 PE2262'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1983 (RST)
 PE2262'THE STATION WAS RECOVERED AS DESCRIBED IN APPARENT GOOD
 PE2262'CONDITION.
 PE2262
 PE2262                          STATION RECOVERY (1991)
 PE2262
 PE2262'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 PE2262'RECOVERED IN GOOD CONDITION.
 PE2262
 PE2262                          STATION RECOVERY (2001)
 PE2262
 PE2262'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 PE2262'THE 1943 ASSESSMENT IS CORRECT.  THE STACK IN CONCRETE, NOT BRICK. THE
 PE2262'PROPERTY IS OWNED BY MBNA TRUST.
 PE2262
 PE2262                          STATION RECOVERY (2003)
 PE2262
 PE2262'RECOVERY NOTE BY US POWER SQUADRON 2003 (RMS)
 PE2262'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2264 ***********************************************************************
 PE2264  DESIGNATION -  CAMDEN WHITE CHURCH SPIRE
 PE2264  PID         -  PE2264
 PE2264  STATE/COUNTY-  ME/KNOX
 PE2264  USGS QUAD   -  CAMDEN (1991)
 PE2264
 PE2264                         *CURRENT SURVEY CONTROL
 PE2264  ___________________________________________________________________
 PE2264* NAD 83(1996)-  44 12 28.79729(N)    069 04 02.69760(W)     ADJUSTED  
 PE2264* NAVD 88     -                                                        
 PE2264  ___________________________________________________________________
 PE2264  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 PE2264  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 PE2264
 PE2264  HORZ ORDER  -  THIRD
 PE2264
 PE2264.The horizontal coordinates were established by classical geodetic methods
 PE2264.and adjusted by the National Geodetic Survey in March 1998..
 PE2264
 PE2264
 PE2264.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2264
 PE2264.The geoid height was determined by GEOID03.
 PE2264
 PE2264;                    North         East     Units Scale Factor Converg.
 PE2264;SPC ME E     -    60,298.566   254,653.529   MT  0.99992528   -0 23 44.3
 PE2264;UTM  19      - 4,894,977.491   494,613.901   MT  0.99960036   -0 02 49.2
 PE2264
 PE2264                          SUPERSEDED SURVEY CONTROL
 PE2264
 PE2264  NAD 83(1992)-  44 12 28.80270(N)    069 04 02.67608(W) AD(       ) 4
 PE2264  NAD 83(1986)-  44 12 28.80836(N)    069 04 02.69516(W) AD(       ) 4
 PE2264  NAD 27      -  44 12 28.51900(N)    069 04 04.55800(W) AD(       ) 3
 PE2264
 PE2264.Superseded values are not recommended for survey control.
 PE2264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2264.See file dsdata.txt to determine how the superseded data were derived.
 PE2264
 PE2264_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ9461494977(NAD 83)
 PE2264_MARKER: 90 = CHURCH SPIRE
 PE2264_SETTING: 0 = UNSPECIFIED SETTING
 PE2264_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2264
 PE2264  HISTORY     - Date     Condition        Report By
 PE2264  HISTORY     - 1934     FIRST OBSERVED   CGS
 PE2264  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2264  HISTORY     - 1953     SEE DESCRIPTION  CGS
 PE2264  HISTORY     - 1983     GOOD             NOS
 PE2264  HISTORY     - 19910606 GOOD             USPSQD
 PE2264  HISTORY     - 20030907 GOOD             USPSQD
 PE2264
 PE2264                          STATION DESCRIPTION
 PE2264
 PE2264'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2264'THIS INTERSECTION STATION IS THE TALL WHITE SPIRE ON THE FIRST
 PE2264'CONGREGATIONAL CHURCH IN CAMDEN.
 PE2264
 PE2264                          STATION RECOVERY (1943)
 PE2264
 PE2264'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2264'STATION WAS RECOVERED AS DESCRIBED IN 1934.  THE CHURCH IS
 PE2264'LOCATED ON THE CORNER OF FREE STREET AND U.S. HIGHWAY 1.
 PE2264
 PE2264                          STATION RECOVERY (1953)
 PE2264
 PE2264'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (PT)
 PE2264'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE PUBLISHED
 PE2264'DESCRIPTION IS ADEQUATE AND CORRECT.
 PE2264
 PE2264                          STATION RECOVERY (1983)
 PE2264
 PE2264'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1983 (RST)
 PE2264'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE
 PE2264'CHURCH MINISTER VERIFIED THAT THE SPIRE HAS NOT CHANGED IN
 PE2264'THE LAST 100 YEARS.
 PE2264
 PE2264                          STATION RECOVERY (1991)
 PE2264
 PE2264'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 PE2264'RECOVERED IN GOOD CONDITION.
 PE2264
 PE2264                          STATION RECOVERY (2003)
 PE2264
 PE2264'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 PE2264'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0607 ***********************************************************************
 OB0607  DESIGNATION -  CAMP
 OB0607  PID         -  OB0607
 OB0607  STATE/COUNTY-  ME/SAGADAHOC
 OB0607  USGS QUAD   -  BRUNSWICK (1980)
 OB0607
 OB0607                         *CURRENT SURVEY CONTROL
 OB0607  ___________________________________________________________________
 OB0607* NAD 83(1996)-  43 57 08.31306(N)    069 53 18.46938(W)     ADJUSTED  
 OB0607* NAVD 88     -                                                        
 OB0607  ___________________________________________________________________
 OB0607  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 OB0607  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 OB0607
 OB0607  HORZ ORDER  -  THIRD
 OB0607
 OB0607.The horizontal coordinates were established by classical geodetic methods
 OB0607.and adjusted by the National Geodetic Survey in March 1998..
 OB0607
 OB0607
 OB0607.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0607
 OB0607.The geoid height was determined by GEOID03.
 OB0607
 OB0607;                    North         East     Units Scale Factor Converg.
 OB0607;SPC ME W     -   124,352.144   922,330.724   MT  0.99997280   +0 11 35.1
 OB0607;UTM  19      - 4,866,959.589   428,711.070   MT  0.99966251   -0 37 00.0
 OB0607
 OB0607                          SUPERSEDED SURVEY CONTROL
 OB0607
 OB0607  NAD 83(1992)-  43 57 08.31182(N)    069 53 18.46881(W) AD(       ) 4
 OB0607  NAD 83(1986)-  43 57 08.31733(N)    069 53 18.47389(W) AD(       ) 4
 OB0607  NAD 27      -  43 57 08.03600(N)    069 53 20.32400(W) AD(       ) 3
 OB0607
 OB0607.Superseded values are not recommended for survey control.
 OB0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0607.See file dsdata.txt to determine how the superseded data were derived.
 OB0607
 OB0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ2871166960(NAD 83)
 OB0607
 OB0607  HISTORY     - Date     Condition        Report By
 OB0607  HISTORY     - 1871     MONUMENTED       COASUR
 OB0607  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0607
 OB0607                          STATION DESCRIPTION
 OB0607
 OB0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (HOF)
 OB0607'SEARCHED FOR BUT NOT FOUND.  AIR COMPILATION AND PLANE TABLE
 OB0607'METHODS MIGHT LOCATE THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1824 ***********************************************************************
 QF1824  DESIGNATION -  CAMP COLLIER MARK IBC
 QF1824  PID         -  QF1824
 QF1824  STATE/COUNTY-  ME/AROOSTOOK
 QF1824  USGS QUAD   -  NORTH AMITY (1989)
 QF1824
 QF1824                         *CURRENT SURVEY CONTROL
 QF1824  ___________________________________________________________________
 QF1824* NAD 83(1996)-  45 53 16.39285(N)    067 47 48.21301(W)     ADJUSTED  
 QF1824* NAVD 88     -       133.     (meters)     436.     (feet)  SCALED    
 QF1824  ___________________________________________________________________
 QF1824  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 QF1824  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 QF1824
 QF1824  HORZ ORDER  -  THIRD
 QF1824
 QF1824.The horizontal coordinates were established by classical geodetic methods
 QF1824.and adjusted by the National Geodetic Survey in March 1998..
 QF1824
 QF1824.The orthometric height was scaled from a topographic map.
 QF1824
 QF1824.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1824
 QF1824.The geoid height was determined by GEOID03.
 QF1824
 QF1824;                    North         East     Units Scale Factor Converg.
 QF1824;SPC ME E     -   247,054.324   354,582.362   MT  0.99993661   +0 30 17.8
 QF1824;UTM  19      - 5,082,294.990   593,360.101   MT  0.99970715   +0 51 50.4
 QF1824
 QF1824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1824!SPC ME E     -   0.99998288  x   0.99993661  =   0.99991949
 QF1824!UTM  19      -   0.99998288  x   0.99970715  =   0.99969003
 QF1824
 QF1824                          SUPERSEDED SURVEY CONTROL
 QF1824
 QF1824  NAD 83(1992)-  45 53 16.38990(N)    067 47 48.21124(W) AD(       ) 4
 QF1824  NAD 83(1986)-  45 53 16.11989(N)    067 47 47.29919(W) AD(       ) 4
 QF1824  NAD 27      -  45 53 16.30414(N)    067 47 50.37476(W) AD(       ) 3
 QF1824
 QF1824.Superseded values are not recommended for survey control.
 QF1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1824.See file dsdata.txt to determine how the superseded data were derived.
 QF1824
 QF1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9336082295(NAD 83)
 QF1824_MARKER: DD = SURVEY DISK
 QF1824_SETTING: 80 = SET IN A BOULDER
 QF1824_SP_SET: SET IN A DRILL HOLE IN A BOULDER
 QF1824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1824+STABILITY: SURFACE MOTION
 QF1824
 QF1824  HISTORY     - Date     Condition        Report By
 QF1824  HISTORY     - 1912     MONUMENTED       IBC
 QF1824  HISTORY     - 1955     GOOD             IBC
 QF1824  HISTORY     - 1972     GOOD             IBC
 QF1824
 QF1824                          STATION DESCRIPTION
 QF1824
 QF1824'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (JEM)
 QF1824'ON MONUMENT BROOK, ABOUT 1.6 MILES ABOVE THE MOUTH OF GREENLEAF BROOK,
 QF1824'60 METERS BELOW A SHARP - ANGLE TURN, THE VERTEX OF THE ANGLE
 QF1824'POINTING N.  IT IS IN THE MIDDLE OF THE STREAM.  THE STATION IS ON A
 QF1824'ROCK ABOUT 0.4 BY 0.9 METER, NEARLY LEVEL WITH THE WATER.
 QF1824'
 QF1824'STATION MARK IS A DRILL HOLE SURROUNDED BY A TRIANGLE CUT IN THE
 QF1824'ROCK.  A BRONZE DISK NOW WEDGED IN THE DRILL HOLE.
 QF1824
 QF1824                          STATION RECOVERY (1955)
 QF1824
 QF1824'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1824'STATION RECOVERED IN GOOD CONDITION.
 QF1824
 QF1824                          STATION RECOVERY (1972)
 QF1824
 QF1824'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1824'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1715 ***********************************************************************
 QF1715  DESIGNATION -  CAMP IBC
 QF1715  PID         -  QF1715
 QF1715  STATE/COUNTY-  ME/WASHINGTON
 QF1715  USGS QUAD   -  FOREST CITY (1988)
 QF1715
 QF1715                         *CURRENT SURVEY CONTROL
 QF1715  ___________________________________________________________________
 QF1715* NAD 83(1996)-  45 39 58.53450(N)    067 44 13.73658(W)     ADJUSTED  
 QF1715* NAVD 88     -       134.     (meters)     440.     (feet)  SCALED    
 QF1715  ___________________________________________________________________
 QF1715  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 QF1715  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 QF1715
 QF1715  HORZ ORDER  -  THIRD
 QF1715
 QF1715.The horizontal coordinates were established by classical geodetic methods
 QF1715.and adjusted by the National Geodetic Survey in March 1998..
 QF1715
 QF1715.The orthometric height was scaled from a topographic map.
 QF1715
 QF1715.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1715
 QF1715.The geoid height was determined by GEOID03.
 QF1715
 QF1715;                    North         East     Units Scale Factor Converg.
 QF1715;SPC ME E     -   222,466.117   359,441.240   MT  0.99994343   +0 32 44.4
 QF1715;UTM  19      - 5,057,743.229   598,371.537   MT  0.99971897   +0 54 12.1
 QF1715
 QF1715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1715!SPC ME E     -   0.99998275  x   0.99994343  =   0.99992618
 QF1715!UTM  19      -   0.99998275  x   0.99971897  =   0.99970172
 QF1715
 QF1715:                Primary Azimuth Mark                     Grid Az
 QF1715:SPC ME E     -  FIELD IBC                                093 02 11.3
 QF1715:UTM  19      -  FIELD IBC                                092 40 43.6
 QF1715
 QF1715|---------------------------------------------------------------------|
 QF1715| PID    Reference Object                     Distance      Geod. Az  |
 QF1715|                                                           dddmmss.s |
 QF1715| QF1695 FIELD IBC                           471.805 METERS 0933455.7 |
 QF1715| QF1699 REFERENCE MON 57=DAM REF MK         446.714 METERS 0954030.5 |
 QF1715|---------------------------------------------------------------------|
 QF1715
 QF1715                          SUPERSEDED SURVEY CONTROL
 QF1715
 QF1715  NAD 83(1992)-  45 39 58.53139(N)    067 44 13.73477(W) AD(       ) 3
 QF1715  NAD 83(1986)-  45 39 58.53537(N)    067 44 13.75083(W) AD(       ) 3
 QF1715  NAD 27      -  45 39 58.31900(N)    067 44 15.72000(W) AD(       ) 3
 QF1715
 QF1715.Superseded values are not recommended for survey control.
 QF1715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1715.See file dsdata.txt to determine how the superseded data were derived.
 QF1715
 QF1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9837257743(NAD 83)
 QF1715_MARKER: DD = SURVEY DISK
 QF1715_SETTING: 66 = SET IN ROCK OUTCROP
 QF1715_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 QF1715_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF1715+STABILITY: POSITION/ELEVATION WELL
 QF1715
 QF1715  HISTORY     - Date     Condition        Report By
 QF1715  HISTORY     - 1917     MONUMENTED       IBC
 QF1715  HISTORY     - 1955     GOOD             IBC
 QF1715
 QF1715                          STATION DESCRIPTION
 QF1715
 QF1715'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (HOC)
 QF1715'ON THE LINE BETWEEN THE OPEN FIELD IN THE CENTER OF FOSTER ISLAND IN
 QF1715'GRAND LAKE OFF FOREST CITY AND THE BUSHES ALONG THE NE SIDE OF THE
 QF1715'ISLAND.  THERE IS A LARGE CEDAR TREE IN A GROUP OF CEDARS 15 FEET W.
 QF1715'THE STATION IS ON A SMALL ROCK OUTCROP ONLY A FOOT SQUARE AND
 QF1715'SLIGHTLY LOWER THAN THE SURROUNDING EARTH, AND IS 28.4 METERS S OF
 QF1715'REFERENCE MONUMENT 55.  THERE ARE MORE ROCKS A FEW FEET INSHORE.
 QF1715'
 QF1715'STATION MARK IS A SMALL US AND CB SURVEY BRONZE DISK SET IN A DRILL
 QF1715'HOLE IN THE ROCK.
 QF1715
 QF1715                          STATION RECOVERY (1955)
 QF1715
 QF1715'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1715'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0789 ***********************************************************************
 RF0789  DESIGNATION -  CAMPBELL
 RF0789  PID         -  RF0789
 RF0789  STATE/COUNTY-  ME/AROOSTOOK
 RF0789  USGS QUAD   -  NINEMILE BRIDGE (1986)
 RF0789
 RF0789                         *CURRENT SURVEY CONTROL
 RF0789  ___________________________________________________________________
 RF0789* NAD 83(1996)-  46 40 06.37914(N)    069 40 37.51195(W)     ADJUSTED  
 RF0789* NAVD 88     -       401.6    (meters)    1318.     (feet)  VERTCON   
 RF0789  ___________________________________________________________________
 RF0789  LAPLACE CORR-           4.72  (seconds)                    DEFLEC99
 RF0789  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 RF0789
 RF0789  HORZ ORDER  -  THIRD
 RF0789
 RF0789.The horizontal coordinates were established by classical geodetic methods
 RF0789.and adjusted by the National Geodetic Survey in March 1998..
 RF0789
 RF0789.The NAVD 88 height was computed by applying the VERTCON shift value to
 RF0789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RF0789
 RF0789.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0789
 RF0789.The geoid height was determined by GEOID03.
 RF0789
 RF0789;                    North         East     Units Scale Factor Converg.
 RF0789;SPC ME E     -   334,241.740   209,932.561   MT  0.99999968   -0 51 22.6
 RF0789;SPC ME W     -   426,285.651   937,463.940   MT  0.99998391   +0 21 22.0
 RF0789;UTM  19      - 5,168,542.582   448,206.594   MT  0.99963297   -0 29 33.1
 RF0789
 RF0789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0789!SPC ME E     -   0.99994113  x   0.99999968  =   0.99994081
 RF0789!SPC ME W     -   0.99994113  x   0.99998391  =   0.99992504
 RF0789!UTM  19      -   0.99994113  x   0.99963297  =   0.99957412
 RF0789
 RF0789|---------------------------------------------------------------------|
 RF0789| PID    Reference Object                     Distance      Geod. Az  |
 RF0789|                                                           dddmmss.s |
 RF0789| DA5348 CAMPBELL RM 1                        18.338 METERS 23030     |
 RF0789| DA5349 CAMPBELL RM 2                        18.568 METERS 33101     |
 RF0789| RF0823 DEPOT LO                            APPROX.22.6 KM 3350240.5 |
 RF0789|---------------------------------------------------------------------|
 RF0789
 RF0789                          SUPERSEDED SURVEY CONTROL
 RF0789
 RF0789  NAD 83(1992)-  46 40 06.37605(N)    069 40 37.49481(W) AD(       ) 3
 RF0789  NAD 83(1986)-  46 40 06.38537(N)    069 40 37.50081(W) AD(       ) 3
 RF0789  NAD 27      -  46 40 06.28300(N)    069 40 39.27800(W) AD(       ) 3
 RF0789  NGVD 29 (07/19/86)  401.8    (m)         1318.     (f) VERT ANG       
 RF0789
 RF0789.Superseded values are not recommended for survey control.
 RF0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0789.See file dsdata.txt to determine how the superseded data were derived.
 RF0789
 RF0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM4820768543(NAD 83)
 RF0789_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RF0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0789
 RF0789  HISTORY     - Date     Condition        Report By
 RF0789  HISTORY     - 1955     MONUMENTED       CGS
 RF0789  HISTORY     - 1966     SEE DESCRIPTION  AEROS
 RF0789
 RF0789                          STATION DESCRIPTION
 RF0789
 RF0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 RF0789'THE STATION IS LOCATED ON THE SOUTHWEST SIDE OF A GRAVELED ROAD
 RF0789'ABOUT 8 MILES AIRLINE WEST-NORTHWEST OF THE VILLAGE OF CLAYTON
 RF0789'LAKE, 17 MILES AIRLINE EAST-NORTHEAST OF ST. ADALBERT, QUEBEC,
 RF0789'AND 15 MILES AIRLINE EAST OF LAC FRONTIERE, QUEBEC.
 RF0789'
 RF0789'TO REACH THE STATION FROM THE POST OFFICE IN CLAYTON LAKE GO
 RF0789'WEST-NORTHWEST 8.7 MILES TO THE TOP OF A RISE AND THE STATION ON
 RF0789'THE LEFT.
 RF0789'
 RF0789'THE STATION MARK IS A STANDARD DISK STAMPED CAMPBELL 1955 SET
 RF0789'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 3
 RF0789'INCHES ABOVE THE GROUND.  THE UNDERGROUND STATION MARK IS CEMENTED
 RF0789'IN A DRILL HOLE IN BEDROCK 1 FOOT BELOW THE GROUND.  IT IS 25
 RF0789'FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD AND 4 FEET WEST OF
 RF0789'A WITNESS POST.
 RF0789'
 RF0789'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED CAMPBELL
 RF0789'NO 1 1955 CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER THAT
 RF0789'PROJECTS 4 INCHES ABOVE THE GROUND AND IS THE SAME ELEVATION AS
 RF0789'THE STATION.
 RF0789'
 RF0789'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED CAMPBELL NO 2
 RF0789'1955 CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 RF0789'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 18 FEET SOUTHWEST OF
 RF0789'THE CENTERLINE OF THE ROAD AND 3 FEET HIGHER THAN THE STATION.
 RF0789
 RF0789                          STATION RECOVERY (1966)
 RF0789
 RF0789'RECOVERY NOTE BY AERO SERVICE CORPORATION 1966
 RF0789'CAMPBELL-1955 RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0836 ***********************************************************************
 QF0836  DESIGNATION -  CAMPBELL
 QF0836  PID         -  QF0836
 QF0836  STATE/COUNTY-  ME/WASHINGTON
 QF0836  USGS QUAD   -  CALAIS (1977)
 QF0836
 QF0836                         *CURRENT SURVEY CONTROL
 QF0836  ___________________________________________________________________
 QF0836* NAD 83(1996)-  45 09 19.52683(N)    067 17 33.90544(W)     ADJUSTED  
 QF0836* NAVD 88     -        22.     (meters)      72.     (feet)  SCALED    
 QF0836  ___________________________________________________________________
 QF0836  LAPLACE CORR-           4.88  (seconds)                    DEFLEC99
 QF0836  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 QF0836
 QF0836  HORZ ORDER  -  THIRD
 QF0836
 QF0836.The horizontal coordinates were established by classical geodetic methods
 QF0836.and adjusted by the National Geodetic Survey in March 1998..
 QF0836
 QF0836.The orthometric height was scaled from a topographic map.
 QF0836
 QF0836.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0836
 QF0836.The geoid height was determined by GEOID03.
 QF0836
 QF0836;                    North         East     Units Scale Factor Converg.
 QF0836;SPC ME E     -   166,123.671   394,920.505   MT  1.00001075   +0 51 21.7
 QF0836;UTM  19      - 5,001,634.031   634,192.938   MT  0.99982142   +1 12 38.4
 QF0836
 QF0836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0836!SPC ME E     -   1.00000023  x   1.00001075  =   1.00001098
 QF0836!UTM  19      -   1.00000023  x   0.99982142  =   0.99982165
 QF0836
 QF0836|---------------------------------------------------------------------|
 QF0836| PID    Reference Object                     Distance      Geod. Az  |
 QF0836|                                                           dddmmss.s |
 QF0836| CE8819 CAMPBELL WM 1                         8.020 METERS 01353     |
 QF0836| CE8820 CAMPBELL WM 2                         9.755 METERS 27717     |
 QF0836| QF0823 TODD MOUNTAIN                       APPROX. 2.3 KM 3171810.7 |
 QF0836| QF0817 MILLTOWN CONG CH SPIRE IBC          APPROX. 2.0 KM 3512350.5 |
 QF0836|---------------------------------------------------------------------|
 QF0836
 QF0836                          SUPERSEDED SURVEY CONTROL
 QF0836
 QF0836  NAD 83(1992)-  45 09 19.52165(N)    067 17 33.90353(W) AD(       ) 3
 QF0836  NAD 83(1986)-  45 09 19.52427(N)    067 17 33.90826(W) AD(       ) 3
 QF0836  NAD 27      -  45 09 19.25500(N)    067 17 35.94300(W) AD(       ) 3
 QF0836
 QF0836.Superseded values are not recommended for survey control.
 QF0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0836.See file dsdata.txt to determine how the superseded data were derived.
 QF0836
 QF0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL3419301634(NAD 83)
 QF0836_MARKER: Z = SEE DESCRIPTION
 QF0836_SETTING: 80 = SET IN A BOULDER
 QF0836_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF0836
 QF0836  HISTORY     - Date     Condition        Report By
 QF0836  HISTORY     - 1909     MONUMENTED       IBC
 QF0836
 QF0836                          STATION DESCRIPTION
 QF0836
 QF0836'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JEM)
 QF0836'ABOUT 1 MILE S OF MILLTOWN, ME, IN AN OPEN FIELD BETWEEN THE MAINE
 QF0836'CENTRAL RAILROAD AND THE ST CROIX RIVER, ABOUT 200 METERS N OF
 QF0836'MAGUERREWOC STREAM, AND ABREAST OF THE S END OF CAMPBELLS SIDING.
 QF0836'THE STATION IS ON A SMALL BOULDER, ABOUT 0.5 BY 1 METER IN CROSS
 QF0836'SECTION AND 0.2 METER IN HEIGHT, WHICH IS ONE OF A PILE OF STONES
 QF0836'MADE IN CLEARING THE SURROUNDING FIELD.  THE CENTER OF THE MAIN
 QF0836'TRACK OF THE MAINE CENTRAL RAILROAD IS 72.75 METERS FROM THE STATION,
 QF0836'WHICH IS ON A SMALL KNOLL, WITH HIGHER KNOLL 75 METERS NE.
 QF0836'
 QF0836'STATION MARK IS THE SHANK ONLY OF A BRONZE DISK SET IN A DRILL HOLE
 QF0836'IN THE BOULDER.  A CROSS WITHIN A TRIANGLE IS CUT IN A ROCK N
 QF0836'13 DEGREES 53 MINUTES E, 8.02 METERS FROM THE STATION, AND A LIKE
 QF0836'MARK IS CUT IN THE ROCK OF AN OUTCROPPING LEDGE N 82 DEGREES 43
 QF0836'MINUTES W, 9.76 METERS FROM THE STATION.  STATION ON A KNOLL AMONG
 QF0836'CHERRY TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0943 ***********************************************************************
 PD0943  DESIGNATION -  CAMPBELL 1887
 PD0943  PID         -  PD0943
 PD0943  STATE/COUNTY-  ME/WASHINGTON
 PD0943  USGS QUAD   -  PEMBROKE (1977)
 PD0943
 PD0943                         *CURRENT SURVEY CONTROL
 PD0943  ___________________________________________________________________
 PD0943* NAD 83(1996)-  44 57 04.40426(N)    067 09 24.10011(W)     ADJUSTED  
 PD0943* NAVD 88     -        38.     (meters)     125.     (feet)  SCALED    
 PD0943  ___________________________________________________________________
 PD0943  LAPLACE CORR-           5.22  (seconds)                    DEFLEC99
 PD0943  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 PD0943
 PD0943  HORZ ORDER  -  THIRD
 PD0943
 PD0943.The horizontal coordinates were established by classical geodetic methods
 PD0943.and adjusted by the National Geodetic Survey in March 1998..
 PD0943
 PD0943.The orthometric height was scaled from a topographic map.
 PD0943
 PD0943.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0943
 PD0943.The geoid height was determined by GEOID03.
 PD0943
 PD0943;                    North         East     Units Scale Factor Converg.
 PD0943;SPC ME E     -   143,601.390   405,994.646   MT  1.00003811   +0 56 56.9
 PD0943;UTM  19      - 4,979,184.728   645,403.963   MT  0.99985998   +1 18 09.1
 PD0943
 PD0943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0943!SPC ME E     -   0.99999764  x   1.00003811  =   1.00003575
 PD0943!UTM  19      -   0.99999764  x   0.99985998  =   0.99985762
 PD0943
 PD0943:                Primary Azimuth Mark                     Grid Az
 PD0943:SPC ME E     -  SMART 1887                               064 06 47.0
 PD0943:UTM  19      -  SMART 1887                               063 45 34.8
 PD0943
 PD0943|---------------------------------------------------------------------|
 PD0943| PID    Reference Object                     Distance      Geod. Az  |
 PD0943|                                                           dddmmss.s |
 PD0943| PD0861 SMART 1887                          APPROX. 3.2 KM 0650343.9 |
 PD0943| PD0868 OX PASTURE FLAG                     APPROX. 5.8 KM 0980633.5 |
 PD0943| PD0944 EVERETT FLAG                        APPROX. 5.0 KM 1563520.4 |
 PD0943| PD0935 MITCHELL                            APPROX. 4.4 KM 1832224.8 |
 PD0943| PD0936 FISHES FLAG                         APPROX. 2.6 KM 2031037.7 |
 PD0943| PD0928 OWENS FLAG                          APPROX. 2.8 KM 2773907.0 |
 PD0943| PD0933 PEMBROKE WASH HALL                  APPROX. 0.6 KM 2965015.6 |
 PD0943| PD0929 CHARLOTTE HOUSE CHIM                APPROX. 8.0 KM 3023638.0 |
 PD0943| PD0934 PEMBROKE BAPTIST CH                 APPROX. 0.5 KM 3033937.9 |
 PD0943| PD0937 PEMBROKE SCHHSE BELFRY              APPROX. 1.2 KM 3285641.7 |
 PD0943| PD0938 PEMBROKE OLD ENG CH                 APPROX. 1.3 KM 3330526.7 |
 PD0943|---------------------------------------------------------------------|
 PD0943
 PD0943                          SUPERSEDED SURVEY CONTROL
 PD0943
 PD0943  NAD 83(1992)-  44 57 04.39407(N)    067 09 24.09947(W) AD(       ) 3
 PD0943  NAD 83(1986)-  44 57 04.39223(N)    067 09 24.10148(W) AD(       ) 3
 PD0943  NAD 27      -  44 57 04.10700(N)    067 09 26.15800(W) AD(       ) 3
 PD0943
 PD0943.Superseded values are not recommended for survey control.
 PD0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0943.See file dsdata.txt to determine how the superseded data were derived.
 PD0943
 PD0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK4540479185(NAD 83)
 PD0943
 PD0943  HISTORY     - Date     Condition        Report By
 PD0943  HISTORY     - 1887     MONUMENTED       CGS
 PD0943  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0943
 PD0943                          STATION DESCRIPTION
 PD0943
 PD0943'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0943'STATION IS ON A HILL IN THE E PART OF PEMBROKE, 0.2 MILE SE OF THE
 PD0943'BRIDGE OVER THE PENNAMAQUAN RIVER, AND IN THE ANGLE OF U.S. HIGHWAY
 PD0943'1 GOING TOWARD CALAIS.  THE STATION IS ABOUT 60 FEET WSW
 PD0943'OF THE BROW OF THE HILL, ABOUT 10 FEET W OF A LONE APPLE TREE, 10
 PD0943'FEET S OF AN 8-INCH, 20-FOOT SPRUCE TREE, AND ABOUT 180 FEET N
 PD0943'OF THE NW CORNER OF THE ELONGATION OF THE W SIDE OF THE HOUSE ON
 PD0943'THE S SLOPE OF THE HILL.
 PD0943'
 PD0943'STATION MARK IS A DRILL HOLE IN THE BARE OUTCROPPING LEDGE, IS
 PD0943'SURROUNDED BY A 6-INCH CIRCLE CUT IN THE ROCK, AND IS
 PD0943'COVERED BY A CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0607 ***********************************************************************
 QF0607  DESIGNATION -  CAMPUS IBC
 QF0607  PID         -  QF0607
 QF0607  STATE/COUNTY-  ME/WASHINGTON
 QF0607  USGS QUAD   -  VANCEBORO (1988)
 QF0607
 QF0607                         *CURRENT SURVEY CONTROL
 QF0607  ___________________________________________________________________
 QF0607* NAD 83(1996)-  45 35 47.59678(N)    067 27 06.38964(W)     ADJUSTED  
 QF0607* NAVD 88     -       116.     (meters)     381.     (feet)  SCALED    
 QF0607  ___________________________________________________________________
 QF0607  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 QF0607  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 QF0607
 QF0607  HORZ ORDER  -  THIRD
 QF0607
 QF0607.The horizontal coordinates were established by classical geodetic methods
 QF0607.and adjusted by the National Geodetic Survey in March 1998..
 QF0607
 QF0607.The orthometric height was scaled from a topographic map.
 QF0607
 QF0607.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0607
 QF0607.The geoid height was determined by GEOID03.
 QF0607
 QF0607;                    North         East     Units Scale Factor Converg.
 QF0607;SPC ME E     -   214,971.024   381,778.830   MT  0.99998220   +0 44 56.1
 QF0607;UTM  19      - 5,050,389.229   620,750.674   MT  0.99977926   +1 06 22.4
 QF0607
 QF0607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0607!SPC ME E     -   0.99998556  x   0.99998220  =   0.99996776
 QF0607!UTM  19      -   0.99998556  x   0.99977926  =   0.99976482
 QF0607
 QF0607:                Primary Azimuth Mark                     Grid Az
 QF0607:SPC ME E     -  FLAT TOP                                 053 12 52.1
 QF0607:UTM  19      -  FLAT TOP                                 052 51 25.8
 QF0607
 QF0607|---------------------------------------------------------------------|
 QF0607| PID    Reference Object                     Distance      Geod. Az  |
 QF0607|                                                           dddmmss.s |
 QF0607| QF0605 FLAT TOP                            486.496 METERS 0535748.2 |
 QF0607| QF0610 BETULA IBC BIRCH                    460.084 METERS 3274847.3 |
 QF0607|---------------------------------------------------------------------|
 QF0607
 QF0607                          SUPERSEDED SURVEY CONTROL
 QF0607
 QF0607  NAD 83(1992)-  45 35 47.59290(N)    067 27 06.38676(W) AD(       ) 3
 QF0607  NAD 83(1986)-  45 35 47.59729(N)    067 27 06.39736(W) AD(       ) 3
 QF0607  NAD 27      -  45 35 47.36700(N)    067 27 08.41000(W) AD(       ) 3
 QF0607
 QF0607.Superseded values are not recommended for survey control.
 QF0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0607.See file dsdata.txt to determine how the superseded data were derived.
 QF0607
 QF0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2075150389(NAD 83)
 QF0607_MARKER: X = CHISELED CROSS
 QF0607_SETTING: 80 = SET IN A BOULDER
 QF0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0607+STABILITY: SURFACE MOTION
 QF0607
 QF0607  HISTORY     - Date     Condition        Report By
 QF0607  HISTORY     - 1911     MONUMENTED       IBC
 QF0607  HISTORY     - 1946     SEE DESCRIPTION  IBC
 QF0607
 QF0607                          STATION DESCRIPTION
 QF0607
 QF0607'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (AJB)
 QF0607'ON THE WEST SHORE OF SPEDNIK LAKE, A LITTLE BELOW HIGH - WATER MARK
 QF0607'AND ABOUT HALFWAY BETWEEN BIRCH POINT AND LA COUTE POINT.
 QF0607'
 QF0607'STATION MARK--A CROSS CUT ON A ROCK.
 QF0607
 QF0607                          STATION RECOVERY (1946)
 QF0607
 QF0607'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF0607'REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0867 ***********************************************************************
 SF0867  DESIGNATION -  CANADIAN BEAU GSC 1915
 SF0867  PID         -  SF0867
 SF0867  STATE/COUNTY-  ME/AROOSTOOK
 SF0867  USGS QUAD   -  BEAU LAKE (1987)
 SF0867
 SF0867                         *CURRENT SURVEY CONTROL
 SF0867  ___________________________________________________________________
 SF0867* NAD 83(1996)-  47 20 17.34663(N)    069 01 31.85189(W)     ADJUSTED  
 SF0867* NAVD 88     -       518.     (meters)    1699.     (feet)  SCALED    
 SF0867  ___________________________________________________________________
 SF0867  LAPLACE CORR-           8.58  (seconds)                    DEFLEC99
 SF0867  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 SF0867
 SF0867  HORZ ORDER  -  SECOND
 SF0867
 SF0867.The horizontal coordinates were established by classical geodetic methods
 SF0867.and adjusted by the National Geodetic Survey in March 1998..
 SF0867
 SF0867.The orthometric height was scaled from a topographic map.
 SF0867
 SF0867.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0867
 SF0867.The geoid height was determined by GEOID03.
 SF0867
 SF0867;                    North         East     Units Scale Factor Converg.
 SF0867;SPC ME E     -   408,147.827   260,288.362   MT  0.99991937   -0 23 11.2
 SF0867;UTM  19      - 5,242,743.128   498,072.524   MT  0.99960005   -0 01 07.5
 SF0867
 SF0867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0867!SPC ME E     -   0.99992279  x   0.99991937  =   0.99984217
 SF0867!UTM  19      -   0.99992279  x   0.99960005  =   0.99952288
 SF0867
 SF0867:                Primary Azimuth Mark                     Grid Az
 SF0867:SPC ME E     -  LONG GSC 1915                            088 14 55.9
 SF0867:UTM  19      -  LONG GSC 1915                            087 52 52.2
 SF0867
 SF0867|---------------------------------------------------------------------|
 SF0867| PID    Reference Object                     Distance      Geod. Az  |
 SF0867|                                                           dddmmss.s |
 SF0867| SF0594 LONG GSC 1915                       APPROX.17.3 KM 0875144.7 |
 SF0867|---------------------------------------------------------------------|
 SF0867
 SF0867                          SUPERSEDED SURVEY CONTROL
 SF0867
 SF0867  NAD 83(1992)-  47 20 17.33362(N)    069 01 31.85625(W) AD(       ) 2
 SF0867  NAD 83(1986)-  47 20 17.34086(N)    069 01 31.85412(W) AD(       ) 2
 SF0867
 SF0867.Superseded values are not recommended for survey control.
 SF0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0867.See file dsdata.txt to determine how the superseded data were derived.
 SF0867
 SF0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9807342743(NAD 83)
 SF0867_MARKER: B = BOLT
 SF0867_SETTING: 80 = SET IN A BOULDER
 SF0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF0867+STABILITY: SURFACE MOTION
 SF0867
 SF0867  HISTORY     - Date     Condition        Report By
 SF0867  HISTORY     - 1915     MONUMENTED       GSC
 SF0867
 SF0867                          STATION DESCRIPTION
 SF0867
 SF0867'DESCRIBED BY GEODETIC SURVEY OF CANADA 1915 (JLR)
 SF0867'IN BOTSFORD TOWNSHIP, ON LOT 37, CONCESSION I, ON THE HIGHEST POINT
 SF0867'OF A RIDGE ROUGHLY PARALLEL TO THE SHORE OF BEAU LAKE, ABOUT 1 MILE
 SF0867'FROM THE EAST SHORE AND ABOUT 3 MILES SOUTH OF THE HEAD OF THE LAKE.
 SF0867'THE STATION IS 245 FEET SOUTH AND 820 FEET WEST OF THE NORTH AND EAST
 SF0867'SIDES, RESPECTIVELY, OF LOT 37.  THE SOUTHEAST CORNER OF LOT 34,
 SF0867'RANGE 1, IS DISTANT 2,120 FEET, N 22 DEG 55 MIN E, FROM THE STATION.
 SF0867'
 SF0867'STATION MARK--STANDARD COPPER BOLT OF THE GEODETIC SURVEY OF CANADA
 SF0867'SET IN A BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0854 ***********************************************************************
 QF0854  DESIGNATION -  CANAL
 QF0854  PID         -  QF0854
 QF0854  STATE/COUNTY-  ME/WASHINGTON
 QF0854  USGS QUAD   -  CALAIS (1977)
 QF0854
 QF0854                         *CURRENT SURVEY CONTROL
 QF0854  ___________________________________________________________________
 QF0854* NAD 83(1996)-  45 08 32.07934(N)    067 19 03.22368(W)     ADJUSTED  
 QF0854* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 QF0854  ___________________________________________________________________
 QF0854  LAPLACE CORR-           4.81  (seconds)                    DEFLEC99
 QF0854  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 QF0854
 QF0854  HORZ ORDER  -  THIRD
 QF0854
 QF0854.The horizontal coordinates were established by classical geodetic methods
 QF0854.and adjusted by the National Geodetic Survey in March 1998..
 QF0854
 QF0854.The orthometric height was scaled from a topographic map.
 QF0854
 QF0854.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0854
 QF0854.The geoid height was determined by GEOID03.
 QF0854
 QF0854;                    North         East     Units Scale Factor Converg.
 QF0854;SPC ME E     -   164,630.231   392,991.190   MT  1.00000629   +0 50 17.7
 QF0854;UTM  19      - 5,000,128.966   632,273.267   MT  0.99981513   +1 11 34.0
 QF0854
 QF0854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0854!SPC ME E     -   1.00000133  x   1.00000629  =   1.00000762
 QF0854!UTM  19      -   1.00000133  x   0.99981513  =   0.99981646
 QF0854
 QF0854:                Primary Azimuth Mark                     Grid Az
 QF0854:SPC ME E     -  HAW PT IBC                               029 38 59.2
 QF0854:UTM  19      -  HAW PT IBC                               029 17 42.9
 QF0854
 QF0854|---------------------------------------------------------------------|
 QF0854| PID    Reference Object                     Distance      Geod. Az  |
 QF0854|                                                           dddmmss.s |
 QF0854| QF0850 HAW PT IBC                          418.706 METERS 0302916.9 |
 QF0854| QF0914 RUSSELL                             APPROX. 0.6 KM 0831207.8 |
 QF0854| CE8821 CANAL WM 1                            9.597 METERS 15253     |
 QF0854| QF0858 CHAIN ROCK                          240.069 METERS 20050     |
 QF0854| QF0860 SAWDUST IS IBC                      145.178 METERS 23937     |
 QF0854| QF0866 BARTLETT IBC                        425.186 METERS 2635606.3 |
 QF0854|---------------------------------------------------------------------|
 QF0854
 QF0854                          SUPERSEDED SURVEY CONTROL
 QF0854
 QF0854  NAD 83(1992)-  45 08 32.07425(N)    067 19 03.22187(W) AD(       ) 3
 QF0854  NAD 83(1986)-  45 08 32.07669(N)    067 19 03.22677(W) AD(       ) 3
 QF0854  NAD 27      -  45 08 31.80500(N)    067 19 05.25800(W) AD(       ) 3
 QF0854
 QF0854.Superseded values are not recommended for survey control.
 QF0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0854.See file dsdata.txt to determine how the superseded data were derived.
 QF0854
 QF0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL3227300129(NAD 83)
 QF0854_MARKER: DH = HORIZONTAL CONTROL DISK
 QF0854_SETTING: 66 = SET IN ROCK OUTCROP
 QF0854
 QF0854  HISTORY     - Date     Condition        Report By
 QF0854  HISTORY     - 1909     MONUMENTED       IBC
 QF0854
 QF0854                          STATION DESCRIPTION
 QF0854
 QF0854'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JEM)
 QF0854'ON THE BANK OF THE ST CROIX RIVER, 3/8 MILE N OF THE INTERNATIONAL
 QF0854'BRIDGE AT BARING, ON CANAL POINT.  THE STATION IS ON A BARE LEDGE AT
 QF0854'THE EDGE OF A WOODED TRACT.
 QF0854'
 QF0854'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE IN THE LEDGE.  A
 QF0854'CROSS WITHIN A TRIANGLE IS CUT IN THE LEDGE INSIDE THE TREE LINE S
 QF0854'27 DEGREES 07 MINUTES E, 9.60 METERS DISTANT FROM THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1969 ***********************************************************************
 PE1969  DESIGNATION -  CANDAGES S HOUSE SOUTH CHIMNEY
 PE1969  PID         -  PE1969
 PE1969  STATE/COUNTY-  ME/HANCOCK
 PE1969  USGS QUAD   -  BROOKLIN (1981)
 PE1969
 PE1969                         *CURRENT SURVEY CONTROL
 PE1969  ___________________________________________________________________
 PE1969* NAD 83(1996)-  44 21 26.70169(N)    068 32 57.73399(W)     ADJUSTED  
 PE1969* NAVD 88     -                                                        
 PE1969  ___________________________________________________________________
 PE1969  LAPLACE CORR-           4.74  (seconds)                    DEFLEC99
 PE1969  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 PE1969
 PE1969  HORZ ORDER  -  THIRD
 PE1969
 PE1969.The horizontal coordinates were established by classical geodetic methods
 PE1969.and adjusted by the National Geodetic Survey in March 1998..
 PE1969
 PE1969
 PE1969.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1969
 PE1969.The geoid height was determined by GEOID03.
 PE1969
 PE1969;                    North         East     Units Scale Factor Converg.
 PE1969;SPC ME E     -    76,744.507   296,064.418   MT  0.99990019   -0 02 04.3
 PE1969;UTM  19      - 4,911,670.354   535,911.232   MT  0.99961586   +0 18 54.2
 PE1969
 PE1969                          SUPERSEDED SURVEY CONTROL
 PE1969
 PE1969  NAD 83(1992)-  44 21 26.70277(N)    068 32 57.71237(W) AD(       ) 4
 PE1969  NAD 83(1986)-  44 21 26.70312(N)    068 32 57.71576(W) AD(       ) 4
 PE1969  NAD 27      -  44 21 26.42000(N)    068 32 59.63000(W) AD(       ) 3
 PE1969
 PE1969.Superseded values are not recommended for survey control.
 PE1969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1969.See file dsdata.txt to determine how the superseded data were derived.
 PE1969
 PE1969_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK3591111670(NAD 83)
 PE1969
 PE1969  HISTORY     - Date     Condition        Report By
 PE1969  HISTORY     - UNK      MONUMENTED
 PE1969  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE1969  HISTORY     - 1945     SEE DESCRIPTION  CGS
 PE1969
 PE1969                          STATION DESCRIPTION
 PE1969
 PE1969'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1969'THE STATION IS LOST.
 PE1969
 PE1969                          STATION RECOVERY (1945)
 PE1969
 PE1969'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (FLP)
 PE1969'THE STATION IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0871 ***********************************************************************
 PD0871  DESIGNATION -  CANNON 1887
 PD0871  PID         -  PD0871
 PD0871  STATE/COUNTY-  ME/WASHINGTON
 PD0871  USGS QUAD   -  EASTPORT (1977)
 PD0871
 PD0871                         *CURRENT SURVEY CONTROL
 PD0871  ___________________________________________________________________
 PD0871* NAD 83(1996)-  44 56 28.09754(N)    067 04 38.40526(W)     ADJUSTED  
 PD0871* NAVD 88     -        67.     (meters)     220.     (feet)  SCALED    
 PD0871  ___________________________________________________________________
 PD0871  LAPLACE CORR-           3.19  (seconds)                    DEFLEC99
 PD0871  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 PD0871
 PD0871  HORZ ORDER  -  THIRD
 PD0871
 PD0871.The horizontal coordinates were established by classical geodetic methods
 PD0871.and adjusted by the National Geodetic Survey in March 1998..
 PD0871
 PD0871.The orthometric height was scaled from a topographic map.
 PD0871
 PD0871.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0871
 PD0871.The geoid height was determined by GEOID03.
 PD0871
 PD0871;                    North         East     Units Scale Factor Converg.
 PD0871;SPC ME E     -   142,587.533   412,276.254   MT  1.00005496   +1 00 18.2
 PD0871;UTM  19      - 4,978,209.802   651,690.604   MT  0.99988295   +1 21 30.2
 PD0871
 PD0871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0871!SPC ME E     -   0.99999307  x   1.00005496  =   1.00004803
 PD0871!UTM  19      -   0.99999307  x   0.99988295  =   0.99987602
 PD0871
 PD0871:                Primary Azimuth Mark                     Grid Az
 PD0871:SPC ME E     -  GLEASONS HOTEL CHIMNEY                   025 54 15.8
 PD0871:UTM  19      -  GLEASONS HOTEL CHIMNEY                   025 33 03.8
 PD0871
 PD0871|---------------------------------------------------------------------|
 PD0871| PID    Reference Object                     Distance      Geod. Az  |
 PD0871|                                                           dddmmss.s |
 PD0871| PD0843 GLEASONS HOTEL CHIMNEY              APPROX. 4.1 KM 0265434.0 |
 PD0871| PD0876 FOX FLAG                            APPROX. 1.3 KM 1171438.8 |
 PD0871| PD0826 HERSEY 1887                         APPROX. 3.7 KM 2411034.2 |
 PD0871| PD0937 PEMBROKE SCHHSE BELFRY              APPROX. 7.2 KM 2873756.9 |
 PD0871| PD0868 OX PASTURE FLAG                     APPROX. 0.6 KM 2982549.2 |
 PD0871|---------------------------------------------------------------------|
 PD0871
 PD0871                          SUPERSEDED SURVEY CONTROL
 PD0871
 PD0871  NAD 83(1992)-  44 56 28.08723(N)    067 04 38.40579(W) AD(       ) 3
 PD0871  NAD 83(1986)-  44 56 28.08489(N)    067 04 38.40650(W) AD(       ) 3
 PD0871  NAD 27      -  44 56 27.80300(N)    067 04 40.47200(W) AD(       ) 3
 PD0871
 PD0871.Superseded values are not recommended for survey control.
 PD0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0871.See file dsdata.txt to determine how the superseded data were derived.
 PD0871
 PD0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5169178210(NAD 83)
 PD0871
 PD0871  HISTORY     - Date     Condition        Report By
 PD0871  HISTORY     - 1887     MONUMENTED       CGS
 PD0871  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0871
 PD0871                          STATION DESCRIPTION
 PD0871
 PD0871'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0871'STATION IS ON A HILL ABOUT 1-1/2 MILES NW BY W OF THE BRIDGE
 PD0871'CONNECTING MOOSE ISLAND WITH THE MAINLAND, AND ABOUT 135 METERS
 PD0871'N OF THE ROAD FROM EASTPORT TO PEMBROKE.  THE ROAD DOWN TO BIRCH
 PD0871'POINT (COBSCOOK BAY) FORMS A JUNCTION WITH THE FIRST-MENTIONED
 PD0871'ROAD ABOUT 250 METERS FARTHER E.  THE STATION IS ON THE HIGHEST
 PD0871'POINT OF THE LEDGE AND IS 21.5 FEET W OF A SMALL BOULDER.  IT
 PD0871'IS MARKED BY A DRILL HOLE SURROUNDED BY A TRIANGLE CUT IN THE
 PD0871'ROCK.  THIS STATION IS 6.4 METERS N BY NE FROM N END OF LARGE
 PD0871'BOULDER.  COVERED BY CAIRN.  STATION IS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0530 ***********************************************************************
 SF0530  DESIGNATION -  CANT
 SF0530  PID         -  SF0530
 SF0530  STATE/COUNTY-  ME/AROOSTOOK
 SF0530  USGS QUAD   -  ST JOHN (1985)
 SF0530
 SF0530                         *CURRENT SURVEY CONTROL
 SF0530  ___________________________________________________________________
 SF0530* NAD 83(1996)-  47 10 48.43074(N)    068 52 19.89429(W)     ADJUSTED  
 SF0530* NAVD 88     -       185.7    (meters)     609.     (feet)  VERTCON   
 SF0530  ___________________________________________________________________
 SF0530  LAPLACE CORR-           7.54  (seconds)                    DEFLEC99
 SF0530  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 SF0530
 SF0530  HORZ ORDER  -  SECOND
 SF0530
 SF0530.The horizontal coordinates were established by classical geodetic methods
 SF0530.and adjusted by the National Geodetic Survey in March 1998..
 SF0530
 SF0530.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0530
 SF0530.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0530
 SF0530.The geoid height was determined by GEOID03.
 SF0530
 SF0530;                    North         East     Units Scale Factor Converg.
 SF0530;SPC ME E     -   390,513.496   271,790.609   MT  0.99990978   -0 16 22.8
 SF0530;UTM  19      - 5,225,188.392   509,683.908   MT  0.99960115   +0 05 37.5
 SF0530
 SF0530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0530!SPC ME E     -   0.99997481  x   0.99990978  =   0.99988459
 SF0530!UTM  19      -   0.99997481  x   0.99960115  =   0.99957597
 SF0530
 SF0530|---------------------------------------------------------------------|
 SF0530| PID    Reference Object                     Distance      Geod. Az  |
 SF0530|                                                           dddmmss.s |
 SF0530| SF0541 REFERENCE MON S 111 77              161.893 METERS 04123     |
 SF0530| SF0544 REFERENCE MON S 112 77              APPROX. 0.7 KM 2301048.4 |
 SF0530|---------------------------------------------------------------------|
 SF0530
 SF0530                          SUPERSEDED SURVEY CONTROL
 SF0530
 SF0530  NAD 83(1992)-  47 10 48.42275(N)    068 52 19.88962(W) AD(       ) 2
 SF0530  NAD 83(1986)-  47 10 48.43096(N)    068 52 19.88565(W) AD(       ) 2
 SF0530  NAD 27      -  47 10 48.29386(N)    068 52 21.69993(W) AD(       ) 2
 SF0530  NGVD 29 (07/19/86)  185.8    (m)          610.     (f) VERT ANG       
 SF0530
 SF0530.Superseded values are not recommended for survey control.
 SF0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0530.See file dsdata.txt to determine how the superseded data were derived.
 SF0530
 SF0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN0968425188(NAD 83)
 SF0530_MARKER: DD = SURVEY DISK
 SF0530_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 SF0530+WITH SETTING: INFORMATION.
 SF0530_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0530
 SF0530  HISTORY     - Date     Condition        Report By
 SF0530  HISTORY     - 1977     MONUMENTED       IBC
 SF0530
 SF0530                          STATION DESCRIPTION
 SF0530
 SF0530'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1977 (CRM)
 SF0530'THE STATION IS LOCATED ABOUT 1-1/2 MILES NORTHEAST OF ST. FRANCIS,
 SF0530'MAINE AND ON RAILROAD RIGHT-OF-WAY.
 SF0530'
 SF0530'TO REACH FROM THE CATHOLIC CHURCH IN ST. FRANCIS, GO NORTHEAST ON
 SF0530'STATE HIGHWAY 161 FOR 1.7 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND
 SF0530'GO SOUTHEASTERLY ON A TRACK ROAD FOR 0.15 MILE TO A RAILROAD TRACK AND
 SF0530'THE END OF TRUCK TRAVEL.  PACK SOUTHWEST ALONG THE TRACK FOR ABOUT 83
 SF0530'METERS TO THE STATION ON THE LEFT, SOUTHEAST, SIDE OF THE TRACK.
 SF0530'
 SF0530'THE STATION MARK, STAMPED ---CANT--- IS A BRASS CAP CRIMPED TO A
 SF0530'COPPER-COATED STEEL ROD THAT IS 3 FEET LONG AND DRIVEN INTO THE
 SF0530'GROUND.  THE MARK PROJECTS 2 INCHES AND IS 5.1 METERS SOUTHEAST OF THE
 SF0530'SOUTHEAST RAIL OF THE RAILROAD TRACK.
 SF0530'
 SF0530'REFERENCE MARKS WERE NOT ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2551 ***********************************************************************
 PE2551  DESIGNATION -  CAP
 PE2551  PID         -  PE2551
 PE2551  STATE/COUNTY-  ME/WALDO
 PE2551  USGS QUAD   -  ISLESBORO (1979)
 PE2551
 PE2551                         *CURRENT SURVEY CONTROL
 PE2551  ___________________________________________________________________
 PE2551* NAD 83(1996)-  44 15 53.49111(N)    068 55 30.02272(W)     ADJUSTED  
 PE2551* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 PE2551  ___________________________________________________________________
 PE2551  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 PE2551  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 PE2551
 PE2551  HORZ ORDER  -  THIRD
 PE2551
 PE2551.The horizontal coordinates were established by classical geodetic methods
 PE2551.and adjusted by the National Geodetic Survey in March 1998..
 PE2551.No horizontal observational check was made to the station.
 PE2551
 PE2551.The orthometric height was scaled from a topographic map.
 PE2551
 PE2551.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2551
 PE2551.The geoid height was determined by GEOID03.
 PE2551
 PE2551;                    North         East     Units Scale Factor Converg.
 PE2551;SPC ME E     -    66,547.248   266,067.255   MT  0.99991416   -0 17 47.9
 PE2551;UTM  19      - 4,901,293.525   505,985.741   MT  0.99960044   +0 03 08.4
 PE2551
 PE2551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2551!SPC ME E     -   1.00000342  x   0.99991416  =   0.99991758
 PE2551!UTM  19      -   1.00000342  x   0.99960044  =   0.99960386
 PE2551
 PE2551                          SUPERSEDED SURVEY CONTROL
 PE2551
 PE2551  NAD 83(1992)-  44 15 53.49646(N)    068 55 30.00267(W) AD(       ) 3
 PE2551  NAD 83(1986)-  44 15 53.49622(N)    068 55 30.00349(W) AD(       ) 3
 PE2551
 PE2551.Superseded values are not recommended for survey control.
 PE2551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2551.See file dsdata.txt to determine how the superseded data were derived.
 PE2551
 PE2551_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK0598601294(NAD 83)
 PE2551_MARKER: DD = SURVEY DISK
 PE2551_SETTING: 66 = SET IN ROCK OUTCROP
 PE2551_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 PE2551_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2551_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE2551+STABILITY: POSITION/ELEVATION WELL
 PE2551
 PE2551  HISTORY     - Date     Condition        Report By
 PE2551  HISTORY     - 1983     MONUMENTED       NOS
 PE2551
 PE2551                          STATION DESCRIPTION
 PE2551
 PE2551'DESCRIBED BY NATIONAL OCEAN SERVICE 1983 (RST)
 PE2551'THE STATION IS LOCATED ON THE SOUTHWEST SHORE OF ISLESBORO
 PE2551'ISLAND, WEST OF THE TOWN OF DARK HARBOR ON GILKEY HARBOR.
 PE2551'
 PE2551'TO REACH THE STATION FROM THE TOWN OF DARK HARBOR, PROCEED
 PE2551'WEST ON THE PAVED ROAD FOR 0.8 KM (0.5 MI) TO A GRAVEL
 PE2551'DRIVEWAY, TURN LEFT AND CONTINUE FOR 0.5 KM (0.3 MI) TO A
 PE2551'LARGE WHITE, RED ROOFED HOUSE AND TO THE STATION.
 PE2551'
 PE2551'THE STATION IS A PLAIN BRONZE DISK 5 CM IN DIAMETER STAMPED
 PE2551'---CAP 1982---, SET FLUSH IN A ROCK OUTCROP.
 PE2551'IT IS LOCATED
 PE2551'45 METERS (147 FT) WEST FROM THE NORTHWEST CORNER OF THE LARGE
 PE2551'WHITE RED ROOFED HOUSE AND
 PE2551'2.04 METERS (6.7 FT) NORTH FROM THE WEST EDGE OF THE STONE
 PE2551'SEAWALL.
 PE2551'
 PE2551'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.24 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0155 ***********************************************************************
 OC0155  DESIGNATION -  CAPE ELIZABETH 158
 OC0155  PID         -  OC0155
 OC0155  STATE/COUNTY-  ME/CUMBERLAND
 OC0155  USGS QUAD   -  CAPE ELIZABETH (1975)
 OC0155
 OC0155                         *CURRENT SURVEY CONTROL
 OC0155  ___________________________________________________________________
 OC0155* NAD 83(1996)-  43 33 42.40922(N)    070 12 22.55986(W)     ADJUSTED  
 OC0155* NAVD 88     -        27.941  (meters)      91.67   (feet)  ADJUSTED  
 OC0155  ___________________________________________________________________
 OC0155  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 OC0155  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 OC0155  DYNAMIC HT  -          27.938 (meters)      91.66  (feet)  COMP
 OC0155  MODELED GRAV-     980,505.3   (mgal)                       NAVD 88
 OC0155
 OC0155  HORZ ORDER  -  SECOND
 OC0155  VERT ORDER  -  SECOND    CLASS 0
 OC0155
 OC0155.The horizontal coordinates were established by classical geodetic methods
 OC0155.and adjusted by the National Geodetic Survey in March 1998..
 OC0155
 OC0155.The orthometric height was determined by differential leveling
 OC0155.and adjusted by the National Geodetic Survey in June 1991..
 OC0155
 OC0155.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC0155
 OC0155.The geoid height was determined by GEOID03.
 OC0155
 OC0155.The dynamic height is computed by dividing the NAVD 88
 OC0155.geopotential number by the normal gravity value computed on the
 OC0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0155.degrees latitude (g = 980.6199 gals.).
 OC0155
 OC0155.The modeled gravity was interpolated from observed gravity values.
 OC0155
 OC0155;                    North         East     Units Scale Factor Converg.
 OC0155;SPC ME W     -    80,926.041   896,800.661   MT  0.99996679   -0 01 38.2
 OC0155;UTM  19      - 4,823,909.395   402,579.302   MT  0.99971674   -0 49 52.9
 OC0155
 OC0155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC0155!SPC ME W     -   0.99999970  x   0.99996679  =   0.99996649
 OC0155!UTM  19      -   0.99999970  x   0.99971674  =   0.99971644
 OC0155
 OC0155:                Primary Azimuth Mark                     Grid Az
 OC0155:SPC ME W     -  CAPE ELIZABETH EAST LH 1904              046 30 03.0
 OC0155:UTM  19      -  CAPE ELIZABETH EAST LH 1904              047 18 17.7
 OC0155
 OC0155|---------------------------------------------------------------------|
 OC0155| PID    Reference Object                     Distance      Geod. Az  |
 OC0155|                                                           dddmmss.s |
 OC0155| OC1590 CAPE ELIZABETH EAST LH 1904         APPROX. 0.7 KM 0462824.8 |
 OC0155| OC0156 CAPE ELIZABETH 158 RM 1              20.650 METERS 09057     |
 OC0155| OC0157 CAPE ELIZABETH 158 RM 2              25.420 METERS 17922     |
 OC0155| OC1598 CAPE ELIZABETH FCT 1943             100.180 METERS 22854     |
 OC0155|---------------------------------------------------------------------|
 OC0155
 OC0155                          SUPERSEDED SURVEY CONTROL
 OC0155
 OC0155  NAD 83(1992)-  43 33 42.40751(N)    070 12 22.56111(W) AD(       ) 2
 OC0155  NAD 83(1986)-  43 33 42.41353(N)    070 12 22.56671(W) AD(       ) 2
 OC0155  NAD 27      -  43 33 42.10300(N)    070 12 24.42000(W) AD(       ) 2
 OC0155  NGVD 29 (??/??/92)   28.164  (m)           92.40   (f) ADJ UNCH    2 0
 OC0155
 OC0155.Superseded values are not recommended for survey control.
 OC0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0155.See file dsdata.txt to determine how the superseded data were derived.
 OC0155
 OC0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0257923909(NAD 83)
 OC0155_MARKER: DB = BENCH MARK DISK
 OC0155_SETTING: 0 = UNSPECIFIED SETTING
 OC0155_STAMPING: CAPE ELIZABETH 158 1941
 OC0155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC0155
 OC0155  HISTORY     - Date     Condition        Report By
 OC0155  HISTORY     - 1941     MONUMENTED       CGS
 OC0155  HISTORY     - 1941     SEE DESCRIPTION  CGS
 OC0155  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OC0155  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OC0155  HISTORY     - 1943     GOOD             NGS
 OC0155  HISTORY     - 1975     SEE DESCRIPTION  MEDT
 OC0155  HISTORY     - 1976     GOOD             NGS
 OC0155  HISTORY     - 19910620 MARK NOT FOUND   USPSQD
 OC0155
 OC0155                          STATION DESCRIPTION
 OC0155
 OC0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC0155'STATION IS LOCATED ON CAPE ELIZABETH, ABOUT 0.3 MI. SW OF CAPE
 OC0155'ELIZABETH LIGHTHOUSE, ON A SMALL RISE ABOUT 100 FT. SE OF A PAVED
 OC0155'ROAD LEADING TO THE LIGHTHOUSE.
 OC0155'
 OC0155'THE SURFACE STATION MARK IS A STANDARD STATION DISK, STAMPED
 OC0155'CAPE ELIZABETH 158 1941 AND SET IN A BLOCK OF CONCRETE PROJECTING
 OC0155'ABOUT 4 IN. ABOVE GROUND.  IT IS ABOUT 200 FT. N OF A WHITE HOUSE
 OC0155'OWNED BY FRED MURRAY.
 OC0155'
 OC0155'THE UNDERGROUND STATION MARK IS A STANDARD BRONZE DISK, SET IN
 OC0155'THE TOP OF A CONCRETE POST.
 OC0155'
 OC0155'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CAPE ELIZABETH NO 1
 OC0155'1941 158 AND SET IN ROCK OUTCROP FLUSH WITH THE GROUND ABOUT
 OC0155'3-1/2 FT. LOWER THAN STATION.  IT IS E OF THE STATION.
 OC0155'
 OC0155'REFERENCE MARK 2 IS S OF THE STATION, ABOUT 125 FT. NE OF THE
 OC0155'NE CORNER OF THE STONE WALL AT MURRAYS HOUSE.  IT IS A STANDARD
 OC0155'REFERENCE-MARK DISK, STAMPED CAPE ELIZABETH NO 2 158 1941 AND
 OC0155'SET IN A BLOCK OF CONCRETE PROJECTING ABOUT 4 IN. ABOVE GROUND.
 OC0155'
 OC0155'AZIMUTH MARK IS CAPE ELIZABETH LIGHTHOUSE, ABOUT 0.3 MI. NE OF THE
 OC0155'STATION.
 OC0155
 OC0155                          STATION RECOVERY (1941)
 OC0155
 OC0155'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FLP)
 OC0155'THE STATION WAS RECOVERED AS DESCRIBED.
 OC0155
 OC0155                          STATION RECOVERY (1942)
 OC0155
 OC0155'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OC0155'THE STATION IS A U.S. ARMY STANDARD DISK.  NO ORIGINAL DESCRIPTION
 OC0155'WAS AVAILABLE.
 OC0155
 OC0155                          STATION RECOVERY (1943)
 OC0155
 OC0155'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 OC0155'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED
 OC0155'AND FOUND IN GOOD CONDITION.  DESCRIPTION BY P.L.B. IN 1941 WAS
 OC0155'FOUND TO BE CORRECT AND ADEQUATE.
 OC0155
 OC0155                          STATION RECOVERY (1943)
 OC0155
 OC0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 OC0155'7 MI SE FROM SOUTH PORTLAND.
 OC0155'7.0 MILES SOUTHEAST ALONG STATE HIGHWAY 77 FROM SOUTH PORTLAND,
 OC0155'CUMBERLAND COUNTY, THENCE 0.5 MILE SOUTHEAST ALONG THE ROAD
 OC0155'LEADING TO CAPE ELIZABETH LIGHTHOUSE, 0.3 MILE SOUTHWEST OF THE
 OC0155'LIGHTHOUSE, ON A LONG BARREN RIDGE, AND 325 FEET NORTHEAST OF
 OC0155'THE ARMY CONCRETE FIRE CONTROL TOWER.
 OC0155
 OC0155                          STATION RECOVERY (1975)
 OC0155
 OC0155'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 OC0155'RECOVERED AS DESCRIBED.
 OC0155
 OC0155                          STATION RECOVERY (1976)
 OC0155
 OC0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0155'RECOVERED IN GOOD CONDITION.
 OC0155
 OC0155                          STATION RECOVERY (1991)
 OC0155
 OC0155'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OC0155'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0156 ***********************************************************************
 OC0156  DESIGNATION -  CAPE ELIZABETH 158 RM 1
 OC0156  PID         -  OC0156
 OC0156  STATE/COUNTY-  ME/CUMBERLAND
 OC0156  USGS QUAD   -  CAPE ELIZABETH (1975)
 OC0156
 OC0156                         *CURRENT SURVEY CONTROL
 OC0156  ___________________________________________________________________
 OC0156* NAD 83(1986)-  43 33 42.     (N)    070 12 22.     (W)     SCALED    
 OC0156* NAVD 88     -        27.584  (meters)      90.50   (feet)  ADJUSTED  
 OC0156  ___________________________________________________________________
 OC0156  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 OC0156  DYNAMIC HT  -          27.581 (meters)      90.49  (feet)  COMP
 OC0156  MODELED GRAV-     980,505.3   (mgal)                       NAVD 88
 OC0156
 OC0156  VERT ORDER  -  SECOND    CLASS 0
 OC0156
 OC0156.The horizontal coordinates were scaled from a topographic map and have
 OC0156.an estimated accuracy of +/- 6 seconds.
 OC0156
 OC0156.The orthometric height was determined by differential leveling
 OC0156.and adjusted by the National Geodetic Survey in June 1991..
 OC0156
 OC0156.The geoid height was determined by GEOID03.
 OC0156
 OC0156.The dynamic height is computed by dividing the NAVD 88
 OC0156.geopotential number by the normal gravity value computed on the
 OC0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0156.degrees latitude (g = 980.6199 gals.).
 OC0156
 OC0156.The modeled gravity was interpolated from observed gravity values.
 OC0156
 OC0156;                    North         East    Units  Estimated Accuracy
 OC0156;SPC ME W     -    80,910.      896,810.      MT  (+/- 180 meters Scaled)
 OC0156
 OC0156                          SUPERSEDED SURVEY CONTROL
 OC0156
 OC0156  NGVD 29 (??/??/92)   27.807  (m)           91.23   (f) ADJ UNCH    2 0
 OC0156
 OC0156.Superseded values are not recommended for survey control.
 OC0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0156.See file dsdata.txt to determine how the superseded data were derived.
 OC0156
 OC0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ025238(NAD 83)
 OC0156_MARKER: DR = REFERENCE MARK DISK
 OC0156_SETTING: 66 = SET IN ROCK OUTCROP
 OC0156_SP_SET: OUTCROPPING ROCK LEDGE
 OC0156_STAMPING: CAPE ELIZABETH 158 REF NO 1 1941
 OC0156_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC0156+STABILITY: POSITION/ELEVATION WELL
 OC0156
 OC0156  HISTORY     - Date     Condition        Report By
 OC0156  HISTORY     - 1941     MONUMENTED       CGS
 OC0156  HISTORY     - 1943     GOOD             NGS
 OC0156  HISTORY     - 1976     GOOD             NGS
 OC0156  HISTORY     - 19910620 MARK NOT FOUND   USPSQD
 OC0156
 OC0156                          STATION DESCRIPTION
 OC0156
 OC0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 OC0156'7 MI SE FROM SOUTH PORTLAND.
 OC0156'7.0 MILES SOUTHEAST ALONG STATE HIGHWAY 77 FROM SOUTH PORTLAND,
 OC0156'CUMBERLAND COUNTY, THENCE 0.5 MILE SOUTHEAST ALONG THE ROAD
 OC0156'LEADING TO CAPE ELIZABETH LIGHTHOUSE, 0.3 MILE SOUTHWEST OF THE
 OC0156'LIGHTHOUSE, ON A LONG BARREN RIDGE, 325 FEET NORTHEAST OF THE
 OC0156'ARMY CONCRETE FIRE CONTROL TOWER, AND IN THE OUTCROPPING LEDGE
 OC0156'ROCK ABOUT 3 INCHES ABOVE THE GROUND.
 OC0156
 OC0156                          STATION RECOVERY (1976)
 OC0156
 OC0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0156'RECOVERED IN GOOD CONDITION.
 OC0156
 OC0156                          STATION RECOVERY (1991)
 OC0156
 OC0156'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OC0156'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0157 ***********************************************************************
 OC0157  DESIGNATION -  CAPE ELIZABETH 158 RM 2
 OC0157  PID         -  OC0157
 OC0157  STATE/COUNTY-  ME/CUMBERLAND
 OC0157  USGS QUAD   -  CAPE ELIZABETH (1975)
 OC0157
 OC0157                         *CURRENT SURVEY CONTROL
 OC0157  ___________________________________________________________________
 OC0157* NAD 83(1986)-  43 33 42.     (N)    070 12 22.     (W)     SCALED    
 OC0157* NAVD 88     -        27.498  (meters)      90.22   (feet)  ADJUSTED  
 OC0157  ___________________________________________________________________
 OC0157  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 OC0157  DYNAMIC HT  -          27.495 (meters)      90.21  (feet)  COMP
 OC0157  MODELED GRAV-     980,505.3   (mgal)                       NAVD 88
 OC0157
 OC0157  VERT ORDER  -  SECOND    CLASS 0
 OC0157
 OC0157.The horizontal coordinates were scaled from a topographic map and have
 OC0157.an estimated accuracy of +/- 6 seconds.
 OC0157
 OC0157.The orthometric height was determined by differential leveling
 OC0157.and adjusted by the National Geodetic Survey in June 1991..
 OC0157
 OC0157.The geoid height was determined by GEOID03.
 OC0157
 OC0157.The dynamic height is computed by dividing the NAVD 88
 OC0157.geopotential number by the normal gravity value computed on the
 OC0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0157.degrees latitude (g = 980.6199 gals.).
 OC0157
 OC0157.The modeled gravity was interpolated from observed gravity values.
 OC0157
 OC0157;                    North         East    Units  Estimated Accuracy
 OC0157;SPC ME W     -    80,910.      896,810.      MT  (+/- 180 meters Scaled)
 OC0157
 OC0157                          SUPERSEDED SURVEY CONTROL
 OC0157
 OC0157  NGVD 29 (??/??/92)   27.722  (m)           90.95   (f) ADJ UNCH    2 0
 OC0157
 OC0157.Superseded values are not recommended for survey control.
 OC0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0157.See file dsdata.txt to determine how the superseded data were derived.
 OC0157
 OC0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ025238(NAD 83)
 OC0157_MARKER: DR = REFERENCE MARK DISK
 OC0157_SETTING: 0 = UNSPECIFIED SETTING
 OC0157_STAMPING: CAPE ELIZABETH 158 REF NO 2 1941
 OC0157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC0157
 OC0157  HISTORY     - Date     Condition        Report By
 OC0157  HISTORY     - 1941     MONUMENTED       CGS
 OC0157  HISTORY     - 1943     GOOD             NGS
 OC0157  HISTORY     - 1976     GOOD             NGS
 OC0157  HISTORY     - 19910620 MARK NOT FOUND   USPSQD
 OC0157
 OC0157                          STATION DESCRIPTION
 OC0157
 OC0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 OC0157'7.5 MI SW FROM SOUTH PORTLAND.
 OC0157'7.5 MILES SOUTHWEST ALONG STATE HIGHWAY 77 FROM SOUTH PORTLAND,
 OC0157'CUMBERLAND COUNTY, THENCE 0.5 MILE SOUTHEAST ALONG THE ROAD
 OC0157'LEADING TO CAPE ELIZABETH LIGHTHOUSE, 0.3 MILE SOUTHWEST OF THE
 OC0157'LIGHTHOUSE, ON A LONG BARREN RIDGE, AND 300 FEET NORTHEAST OF
 OC0157'THE ARMY CONCRETE FIRE CONTROL TOWER.
 OC0157
 OC0157                          STATION RECOVERY (1976)
 OC0157
 OC0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0157'RECOVERED IN GOOD CONDITION.
 OC0157
 OC0157                          STATION RECOVERY (1991)
 OC0157
 OC0157'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OC0157'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1592 ***********************************************************************
 OC1592  DESIGNATION -  CAPE ELIZABETH CG STA W RAD TR
 OC1592  PID         -  OC1592
 OC1592  STATE/COUNTY-  ME/CUMBERLAND
 OC1592  USGS QUAD   -  CAPE ELIZABETH (1975)
 OC1592
 OC1592                         *CURRENT SURVEY CONTROL
 OC1592  ___________________________________________________________________
 OC1592* NAD 83(1996)-  43 33 52.74896(N)    070 11 54.61320(W)     ADJUSTED  
 OC1592* NAVD 88     -                                                        
 OC1592  ___________________________________________________________________
 OC1592  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 OC1592  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 OC1592
 OC1592  HORZ ORDER  -  THIRD
 OC1592
 OC1592.The horizontal coordinates were established by classical geodetic methods
 OC1592.and adjusted by the National Geodetic Survey in March 1998..
 OC1592
 OC1592
 OC1592.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1592
 OC1592.The geoid height was determined by GEOID03.
 OC1592
 OC1592;                    North         East     Units Scale Factor Converg.
 OC1592;SPC ME W     -    81,244.867   897,427.964   MT  0.99996675   -0 01 19.0
 OC1592;UTM  19      - 4,824,219.309   403,210.859   MT  0.99971523   -0 49 33.7
 OC1592
 OC1592                          SUPERSEDED SURVEY CONTROL
 OC1592
 OC1592  NAD 83(1992)-  43 33 52.74715(N)    070 11 54.61446(W) AD(       ) 4
 OC1592  NAD 83(1986)-  43 33 52.75279(N)    070 11 54.62014(W) AD(       ) 4
 OC1592  NAD 27      -  43 33 52.44100(N)    070 11 56.46900(W) AD(       ) 3
 OC1592
 OC1592.Superseded values are not recommended for survey control.
 OC1592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1592.See file dsdata.txt to determine how the superseded data were derived.
 OC1592
 OC1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0321124219(NAD 83)
 OC1592
 OC1592  HISTORY     - Date     Condition        Report By
 OC1592  HISTORY     - UNK      MONUMENTED
 OC1592  HISTORY     - 1941     SEE DESCRIPTION  CGS
 OC1592  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OC1592
 OC1592                          STATION DESCRIPTION
 OC1592
 OC1592'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FLP)
 OC1592'STATION IS THE WESTERLY OF TWO SIMILAR STEEL TOWERS NEAR THE COAST
 OC1592'GUARD STATION AT CAPE ELIZABETH AND SERVES AS A FLAGPOLE.
 OC1592
 OC1592                          STATION RECOVERY (1942)
 OC1592
 OC1592'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OC1592'STATION RECOVERED AS DESCRIBED WITH THE FOLLOWING EXCEPTION--
 OC1592'
 OC1592'THE STATION NEVER WAS USED AS A RADIO TOWER AND WAS ORIGINALLY
 OC1592'ERECTED BY THE COAST GUARD AS A FLAG TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1593 ***********************************************************************
 OC1593  DESIGNATION -  CAPE ELIZABETH CG STA E RAD TR
 OC1593  PID         -  OC1593
 OC1593  STATE/COUNTY-  ME/CUMBERLAND
 OC1593  USGS QUAD   -  CAPE ELIZABETH (1975)
 OC1593
 OC1593                         *CURRENT SURVEY CONTROL
 OC1593  ___________________________________________________________________
 OC1593* NAD 83(1996)-  43 33 53.08093(N)    070 11 53.66849(W)     ADJUSTED  
 OC1593* NAVD 88     -                                                        
 OC1593  ___________________________________________________________________
 OC1593  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 OC1593  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 OC1593
 OC1593  HORZ ORDER  -  THIRD
 OC1593
 OC1593.The horizontal coordinates were established by classical geodetic methods
 OC1593.and adjusted by the National Geodetic Survey in March 1998..
 OC1593
 OC1593
 OC1593.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1593
 OC1593.The geoid height was determined by GEOID03.
 OC1593
 OC1593;                    North         East     Units Scale Factor Converg.
 OC1593;SPC ME W     -    81,255.104   897,449.168   MT  0.99996675   -0 01 18.3
 OC1593;UTM  19      - 4,824,229.245   403,232.200   MT  0.99971518   -0 49 33.1
 OC1593
 OC1593                          SUPERSEDED SURVEY CONTROL
 OC1593
 OC1593  NAD 83(1992)-  43 33 53.07912(N)    070 11 53.66975(W) AD(       ) 4
 OC1593  NAD 83(1986)-  43 33 53.08486(N)    070 11 53.67541(W) AD(       ) 4
 OC1593  NAD 27      -  43 33 52.77300(N)    070 11 55.52300(W) AD(       ) 3
 OC1593
 OC1593.Superseded values are not recommended for survey control.
 OC1593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1593.See file dsdata.txt to determine how the superseded data were derived.
 OC1593
 OC1593_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0323224229(NAD 83)
 OC1593
 OC1593  HISTORY     - Date     Condition        Report By
 OC1593  HISTORY     - UNK      MONUMENTED
 OC1593  HISTORY     - 1941     SEE DESCRIPTION  CGS
 OC1593  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OC1593
 OC1593                          STATION DESCRIPTION
 OC1593
 OC1593'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FLP)
 OC1593'STATION IS THE EASTERLY OF TWO SIMILAR STEEL TOWERS NEAR THE
 OC1593'COAST GUARD STATION AT CAPE ELIZABETH AND IS THE U.S. WEATHER
 OC1593'BUREAU STORM-WARNING TOWER.
 OC1593
 OC1593                          STATION RECOVERY (1942)
 OC1593
 OC1593'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OC1593'STATION RECOVERED AS DESCRIBED WITH THE FOLLOWING EXCEPTION--
 OC1593'
 OC1593'THE STATION NEVER WAS A RADIO TOWER AND WAS ORIGINALLY ERECTED
 OC1593'BY THE WEATHER BUREAU AS A STORM-WARNING TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1590 ***********************************************************************
 OC1590  DESIGNATION -  CAPE ELIZABETH EAST LH 1904
 OC1590  PID         -  OC1590
 OC1590  STATE/COUNTY-  ME/CUMBERLAND
 OC1590  USGS QUAD   -  CAPE ELIZABETH (1975)
 OC1590
 OC1590                         *CURRENT SURVEY CONTROL
 OC1590  ___________________________________________________________________
 OC1590* NAD 83(1996)-  43 33 57.86369(N)    070 12 00.18299(W)     ADJUSTED  
 OC1590* NAVD 88     -        20.     (meters)      66.     (feet)  VERTCON   
 OC1590  ___________________________________________________________________
 OC1590  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 OC1590  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 OC1590
 OC1590  HORZ ORDER  -  SECOND
 OC1590
 OC1590.The horizontal coordinates were established by classical geodetic methods
 OC1590.and adjusted by the National Geodetic Survey in March 1998..
 OC1590
 OC1590.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC1590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC1590
 OC1590.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1590
 OC1590.The geoid height was determined by GEOID03.
 OC1590
 OC1590;                    North         East     Units Scale Factor Converg.
 OC1590;SPC ME W     -    81,402.762   897,303.036   MT  0.99996676   -0 01 22.8
 OC1590;UTM  19      - 4,824,378.902   403,088.190   MT  0.99971552   -0 49 37.7
 OC1590
 OC1590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1590!SPC ME W     -   1.00000098  x   0.99996676  =   0.99996774
 OC1590!UTM  19      -   1.00000098  x   0.99971552  =   0.99971650
 OC1590
 OC1590:                Primary Azimuth Mark                     Grid Az
 OC1590:SPC ME W     -  MT INDEPENDENCE                          335 46 59.9
 OC1590:UTM  19      -  MT INDEPENDENCE                          336 35 14.8
 OC1590
 OC1590|---------------------------------------------------------------------|
 OC1590| PID    Reference Object                     Distance      Geod. Az  |
 OC1590|                                                           dddmmss.s |
 OC1590| OC1966 MT INDEPENDENCE                     APPROX.23.6 KM 3354537.1 |
 OC1590| OC1563 FT WILLIAMS SW RADIO TOWER          APPROX. 6.2 KM 3494630.1 |
 OC1590| OC1559 FT WILLIAMS NE RADIO TOWER          APPROX. 6.2 KM 3503131.6 |
 OC1590|---------------------------------------------------------------------|
 OC1590
 OC1590                          SUPERSEDED SURVEY CONTROL
 OC1590
 OC1590  NAD 83(1992)-  43 33 57.86196(N)    070 12 00.18423(W) AD(       ) 2
 OC1590  NAD 83(1986)-  43 33 57.86797(N)    070 12 00.18985(W) AD(       ) 2
 OC1590  NAD 27      -  43 33 57.55900(N)    070 12 02.04100(W) AD(       ) 2
 OC1590  NGVD 29 (07/19/86)   20.     (m)           66.     (f) VERT ANG       
 OC1590
 OC1590.Superseded values are not recommended for survey control.
 OC1590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1590.See file dsdata.txt to determine how the superseded data were derived.
 OC1590
 OC1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0308824379(NAD 83)
 OC1590
 OC1590  HISTORY     - Date     Condition        Report By
 OC1590  HISTORY     - 1904     MONUMENTED       CGS
 OC1590  HISTORY     - 1923     SEE DESCRIPTION  CGS
 OC1590  HISTORY     - 1928     SEE DESCRIPTION  CGS
 OC1590  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1590  HISTORY     - 1941     SEE DESCRIPTION  CGS
 OC1590  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OC1590
 OC1590                          STATION DESCRIPTION
 OC1590
 OC1590'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (OWS)
 OC1590'STATION RECOVERED BUT NOT OCCUPIED.
 OC1590
 OC1590                          STATION RECOVERY (1928)
 OC1590
 OC1590'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928 (GCM)
 OC1590'STATION RECOVERED INTACT.
 OC1590
 OC1590                          STATION RECOVERY (1933)
 OC1590
 OC1590'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1590'STATION RECOVERED.  IT IS THE CENTER OF THE CAPE ELIZABETH EAST
 OC1590'LIGHTHOUSE, 129 FEET ABOVE HIGHWATER, BUILT IN 1874 ON THE S
 OC1590'OF THE ENTRANCE TO PORTLAND HARBOR.
 OC1590
 OC1590                          STATION RECOVERY (1941)
 OC1590
 OC1590'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1590'STATION IS THE CENTER OF THE CAPE ELIZABETH LIGHTHOUSE LOCATED
 OC1590'ON THE S OF THE ENTRANCE TO PORTLAND HARBOR.
 OC1590
 OC1590                          STATION RECOVERY (1943)
 OC1590
 OC1590'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 OC1590'STATION RECOVERED AS DESCRIBED.  ORIGINAL DESCRIPTION SUBMITTED
 OC1590'BY P.L. BERNSTEIN IN 1941 ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1598 ***********************************************************************
 OC1598  DESIGNATION -  CAPE ELIZABETH FCT 1943
 OC1598  PID         -  OC1598
 OC1598  STATE/COUNTY-  ME/CUMBERLAND
 OC1598  USGS QUAD   -  CAPE ELIZABETH (1975)
 OC1598
 OC1598                         *CURRENT SURVEY CONTROL
 OC1598  ___________________________________________________________________
 OC1598* NAD 83(1996)-  43 33 40.27561(N)    070 12 25.92393(W)     ADJUSTED  
 OC1598* NAVD 88     -        26.     (meters)      85.     (feet)  SCALED    
 OC1598  ___________________________________________________________________
 OC1598  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 OC1598  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 OC1598
 OC1598  HORZ ORDER  -  SECOND
 OC1598
 OC1598.The horizontal coordinates were established by classical geodetic methods
 OC1598.and adjusted by the National Geodetic Survey in March 1998..
 OC1598
 OC1598.The orthometric height was scaled from a topographic map.
 OC1598
 OC1598.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1598
 OC1598.The geoid height was determined by GEOID03.
 OC1598
 OC1598;                    North         East     Units Scale Factor Converg.
 OC1598;SPC ME W     -    80,860.231   896,725.132   MT  0.99996680   -0 01 40.6
 OC1598;UTM  19      - 4,823,844.668   402,502.876   MT  0.99971692   -0 49 55.1
 OC1598
 OC1598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1598!SPC ME W     -   1.00000004  x   0.99996680  =   0.99996684
 OC1598!UTM  19      -   1.00000004  x   0.99971692  =   0.99971696
 OC1598
 OC1598                          SUPERSEDED SURVEY CONTROL
 OC1598
 OC1598  NAD 83(1992)-  43 33 40.27390(N)    070 12 25.92518(W) AD(       ) 2
 OC1598  NAD 83(1986)-  43 33 40.27993(N)    070 12 25.93077(W) AD(       ) 2
 OC1598  NAD 27      -  43 33 39.96900(N)    070 12 27.78400(W) AD(       ) 2
 OC1598
 OC1598.Superseded values are not recommended for survey control.
 OC1598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1598.See file dsdata.txt to determine how the superseded data were derived.
 OC1598
 OC1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0250323845(NAD 83)
 OC1598
 OC1598  HISTORY     - Date     Condition        Report By
 OC1598  HISTORY     - 1943     MONUMENTED       CGS
 OC1598
 OC1598                          STATION DESCRIPTION
 OC1598
 OC1598'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 OC1598'THE STATION IS THE FIRE CONTROL TOWER OF THE U.S. ARMY, LOCATED
 OC1598'ON CAPE ELIZABETH POINT, ABOUT 1.0 MI. SW OF CAPE ELIZABETH EAST
 OC1598'LIGHTHOUSE, AND 0.5 MI. W OF THE SHORELINE OF CAPE ELIZABETH.  IT
 OC1598'IS A ROUND CONCRETE STRUCTURE EIGHT STORIES HIGH, AND 15 FT. IN
 OC1598'DIAMETER.  POINT OBSERVED UPON WAS THE CENTER OF THE INSTRUMENT
 OC1598'MOUNT AS INDICATED BY THE CONTRACTOR.  THE TOWER WAS IN THE
 OC1598'PROCESS OF CONSTRUCTION AT THE TIME OF TRAVERSE AND OBSERVATIONS.
 OC1598'
 OC1598'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1596 ***********************************************************************
 OC1596  DESIGNATION -  CAPE ELIZABETH MAGNETIC
 OC1596  PID         -  OC1596
 OC1596  STATE/COUNTY-  ME/CUMBERLAND
 OC1596  USGS QUAD   -  CAPE ELIZABETH (1975)
 OC1596
 OC1596                         *CURRENT SURVEY CONTROL
 OC1596  ___________________________________________________________________
 OC1596* NAD 83(1996)-  43 33 55.29330(N)    070 11 50.41515(W)     ADJUSTED  
 OC1596* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 OC1596  ___________________________________________________________________
 OC1596  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 OC1596  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 OC1596
 OC1596  HORZ ORDER  -  THIRD
 OC1596
 OC1596.The horizontal coordinates were established by classical geodetic methods
 OC1596.and adjusted by the National Geodetic Survey in March 1998..
 OC1596
 OC1596.The orthometric height was scaled from a topographic map.
 OC1596
 OC1596.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1596
 OC1596.The geoid height was determined by GEOID03.
 OC1596
 OC1596;                    North         East     Units Scale Factor Converg.
 OC1596;SPC ME W     -    81,323.353   897,522.201   MT  0.99996674   -0 01 16.1
 OC1596;UTM  19      - 4,824,296.445   403,306.165   MT  0.99971500   -0 49 30.9
 OC1596
 OC1596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1596!SPC ME W     -   1.00000364  x   0.99996674  =   0.99997038
 OC1596!UTM  19      -   1.00000364  x   0.99971500  =   0.99971864
 OC1596
 OC1596:                Primary Azimuth Mark                     Grid Az
 OC1596:SPC ME W     -  CAPE ELIZABETH WEST LIGHTHOUSE           253 22 43.6
 OC1596:UTM  19      -  CAPE ELIZABETH WEST LIGHTHOUSE           254 10 58.4
 OC1596
 OC1596|---------------------------------------------------------------------|
 OC1596| PID    Reference Object                     Distance      Geod. Az  |
 OC1596|                                                           dddmmss.s |
 OC1596| OC1600 CAPE ELIZABETH WEST LIGHTHOUSE      438.110 METERS 2532127.5 |
 OC1596| OC1590 CAPE ELIZABETH EAST LH 1904         233.116 METERS 28954     |
 OC1596|---------------------------------------------------------------------|
 OC1596
 OC1596                          SUPERSEDED SURVEY CONTROL
 OC1596
 OC1596  NAD 83(1992)-  43 33 55.29155(N)    070 11 50.41635(W) AD(       ) 3
 OC1596  NAD 83(1986)-  43 33 55.29757(N)    070 11 50.42197(W) AD(       ) 3
 OC1596  NAD 27      -  43 33 54.99100(N)    070 11 52.28500(W) AD(       ) 3
 OC1596
 OC1596.Superseded values are not recommended for survey control.
 OC1596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1596.See file dsdata.txt to determine how the superseded data were derived.
 OC1596
 OC1596_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0330624296(NAD 83)
 OC1596_MARKER: Z = SEE DESCRIPTION
 OC1596_SETTING: 0 = UNSPECIFIED SETTING
 OC1596_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC1596
 OC1596  HISTORY     - Date     Condition        Report By
 OC1596  HISTORY     - 1928     MONUMENTED       CGS
 OC1596  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OC1596
 OC1596                          STATION DESCRIPTION
 OC1596
 OC1596'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (GCM)
 OC1596'STATION IS ON THE HIGHEST POINT OF THE BARE ROCKY PROMONTORY, 200
 OC1596'YARDS NE FROM THE COAST GUARD STATION.  ABOUT 80 METERS SEAWARD
 OC1596'FROM A SMALL LIFELINE MAST.  A TRIANGULATION DISK STATION
 OC1596'MARK CEMENTED IN THE LEDGE ROCK.
 OC1596
 OC1596                          STATION RECOVERY (1942)
 OC1596
 OC1596'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OC1596'STATION RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1591 ***********************************************************************
 OC1591  DESIGNATION -  CAPE ELIZABETH RADAR TOWER
 OC1591  PID         -  OC1591
 OC1591  STATE/COUNTY-  ME/CUMBERLAND
 OC1591  USGS QUAD   -  CAPE ELIZABETH (1975)
 OC1591
 OC1591                         *CURRENT SURVEY CONTROL
 OC1591  ___________________________________________________________________
 OC1591* NAD 83(1996)-  43 33 51.55276(N)    070 11 55.34672(W)     ADJUSTED  
 OC1591* NAVD 88     -                                                        
 OC1591  ___________________________________________________________________
 OC1591  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 OC1591  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 OC1591
 OC1591  HORZ ORDER  -  THIRD
 OC1591
 OC1591.The horizontal coordinates were established by classical geodetic methods
 OC1591.and adjusted by the National Geodetic Survey in March 1998..
 OC1591
 OC1591
 OC1591.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1591
 OC1591.The geoid height was determined by GEOID03.
 OC1591
 OC1591;                    North         East     Units Scale Factor Converg.
 OC1591;SPC ME W     -    81,207.957   897,411.489   MT  0.99996675   -0 01 19.5
 OC1591;UTM  19      - 4,824,182.644   403,193.872   MT  0.99971527   -0 49 34.2
 OC1591
 OC1591                          SUPERSEDED SURVEY CONTROL
 OC1591
 OC1591  NAD 83(1992)-  43 33 51.55092(N)    070 11 55.34798(W) AD(       ) 4
 OC1591  NAD 83(1986)-  43 33 51.55693(N)    070 11 55.35348(W) AD(       ) 4
 OC1591  NAD 27      -  43 33 51.26700(N)    070 11 57.18700(W) AD(       ) 3
 OC1591
 OC1591.Superseded values are not recommended for survey control.
 OC1591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1591.See file dsdata.txt to determine how the superseded data were derived.
 OC1591
 OC1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0319424183(NAD 83)
 OC1591
 OC1591  HISTORY     - Date     Condition        Report By
 OC1591  HISTORY     - 1943     MONUMENTED       CGS
 OC1591
 OC1591                          STATION DESCRIPTION
 OC1591
 OC1591'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 OC1591'THE STATION IS THE CENTER OF THE CAPE ELIZABETH RADAR TOWER,
 OC1591'LOCATED ON CAPE ELIZABETH.  IT IS A FOUR-LEGGED STEEL STRUCTURE
 OC1591'ABOUT 150 FT. HIGH THAT APPEARS TO BE A WATER TANK ON THE
 OC1591'TOP.  THE ENTIRE STRUCTURE IS PAINTED GREY.  POINT OBSERVED
 OC1591'UPON, THE APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1600 ***********************************************************************
 OC1600  DESIGNATION -  CAPE ELIZABETH WEST LIGHTHOUSE
 OC1600  PID         -  OC1600
 OC1600  STATE/COUNTY-  ME/CUMBERLAND
 OC1600  USGS QUAD   -  CAPE ELIZABETH (1975)
 OC1600
 OC1600                         *CURRENT SURVEY CONTROL
 OC1600  ___________________________________________________________________
 OC1600* NAD 83(1996)-  43 33 51.22727(N)    070 12 09.11935(W)     ADJUSTED  
 OC1600* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 OC1600  ___________________________________________________________________
 OC1600  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 OC1600  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 OC1600
 OC1600  HORZ ORDER  -  THIRD
 OC1600
 OC1600.The horizontal coordinates were established by classical geodetic methods
 OC1600.and adjusted by the National Geodetic Survey in March 1998..
 OC1600
 OC1600.The orthometric height was scaled from a topographic map.
 OC1600
 OC1600.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1600
 OC1600.The geoid height was determined by GEOID03.
 OC1600
 OC1600;                    North         East     Units Scale Factor Converg.
 OC1600;SPC ME W     -    81,198.039   897,102.411   MT  0.99996677   -0 01 29.0
 OC1600;UTM  19      - 4,824,177.065   402,884.763   MT  0.99971601   -0 49 43.7
 OC1600
 OC1600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1600!SPC ME W     -   1.00000176  x   0.99996677  =   0.99996853
 OC1600!UTM  19      -   1.00000176  x   0.99971601  =   0.99971777
 OC1600
 OC1600:                Primary Azimuth Mark                     Grid Az
 OC1600:SPC ME W     -  MC KINLEY WATER TOWER                    002 37 51.2
 OC1600:UTM  19      -  MC KINLEY WATER TOWER                    003 26 05.9
 OC1600
 OC1600|---------------------------------------------------------------------|
 OC1600| PID    Reference Object                     Distance      Geod. Az  |
 OC1600|                                                           dddmmss.s |
 OC1600| OC1745 MC KINLEY WATER TOWER               APPROX.13.2 KM 0023622.2 |
 OC1600| OC1590 CAPE ELIZABETH EAST LH 1904         286.649 METERS 04424     |
 OC1600| OC1568 WIRELESS TELEGRAPH POLE W OLD        61.790 METERS 04545     |
 OC1600| OC1567 WIRELESS TELEGRAPH POLE E OLD       132.656 METERS 05053     |
 OC1600| OC1524 HALFWAY ROCK TRIPOD TOWER           APPROX.16.8 KM 0523439.8 |
 OC1600| OC1552 HALFWAY ROCK TRIPOD STRUCTURE       APPROX.16.8 KM 0523853.8 |
 OC1600| OC1569 PORTLAND HEAD LIGHTHOUSE            APPROX. 6.6 KM 3561419.3 |
 OC1600|---------------------------------------------------------------------|
 OC1600
 OC1600                          SUPERSEDED SURVEY CONTROL
 OC1600
 OC1600  NAD 83(1992)-  43 33 51.22550(N)    070 12 09.12067(W) AD(       ) 4
 OC1600  NAD 83(1986)-  43 33 51.23153(N)    070 12 09.12627(W) AD(       ) 4
 OC1600  NAD 27      -  43 33 50.93000(N)    070 12 10.96700(W) AD(       ) 3
 OC1600
 OC1600.Superseded values are not recommended for survey control.
 OC1600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1600.See file dsdata.txt to determine how the superseded data were derived.
 OC1600
 OC1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0288524177(NAD 83)
 OC1600
 OC1600  HISTORY     - Date     Condition        Report By
 OC1600  HISTORY     - UNK      MONUMENTED
 OC1600  HISTORY     - 1928     SEE DESCRIPTION  CGS
 OC1600  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1600  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OC1600  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OC1600
 OC1600                          STATION DESCRIPTION
 OC1600
 OC1600'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (GCM)
 OC1600'STATION RECOVERED.  POSITION OF TOWER IS UNCHANGED BUT THE
 OC1600'LANTERN HOUSE HAS BEEN REMOVED.
 OC1600
 OC1600                          STATION RECOVERY (1933)
 OC1600
 OC1600'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1600'STATION IS THE WESTERLY ONE OF THE TWIN LIGHTHOUSES ON CAPE
 OC1600'ELIZABETH.  THE LIGHT IS NO LONGER IN COMMISSION.  IT WAS LOCATED BY
 OC1600'INTERSECTION FROM THE 1904 AND 1933 TRIANGULATION.
 OC1600
 OC1600                          STATION RECOVERY (1942)
 OC1600
 OC1600'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OC1600'STATION RECOVERED AS DESCRIBED WITH THE FOLLOWING EXCEPTION--
 OC1600'
 OC1600'A SQUARE TOWER HAS BEEN BUILT IN PLACE OF THE LANTERN TOWER, AND
 OC1600'IS NOW BEING USED AS AN OBSERVATION POST.
 OC1600
 OC1600                          STATION RECOVERY (1943)
 OC1600
 OC1600'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 OC1600'STATION RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE
 OC1600'LIGHT HAS BEEN REMOVED AND A SQUARE STRUCTURE PLACED ON TOP
 OC1600'POSITION OF LIGHTHOUSE.  THIS IS USED AS A FIRE-CONTROL TOWER
 OC1600'BY THE U.S. ARMY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2108 ***********************************************************************
 PE2108  DESIGNATION -  CAPE JELLISON RESET
 PE2108  PID         -  PE2108
 PE2108  STATE/COUNTY-  ME/WALDO
 PE2108  USGS QUAD   -  CASTINE (1979)
 PE2108
 PE2108                         *CURRENT SURVEY CONTROL
 PE2108  ___________________________________________________________________
 PE2108* NAD 83(1996)-  44 27 08.41580(N)    068 51 11.07255(W)     ADJUSTED  
 PE2108* NAVD 88     -        43.     (meters)     141.     (feet)  SCALED    
 PE2108  ___________________________________________________________________
 PE2108  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 PE2108  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 PE2108
 PE2108  HORZ ORDER  -  THIRD
 PE2108
 PE2108.The horizontal coordinates were established by classical geodetic methods
 PE2108.and adjusted by the National Geodetic Survey in March 1998..
 PE2108
 PE2108.The orthometric height was scaled from a topographic map.
 PE2108
 PE2108.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2108
 PE2108.The geoid height was determined by GEOID03.
 PE2108
 PE2108;                    North         East     Units Scale Factor Converg.
 PE2108;SPC ME E     -    87,350.490   271,899.984   MT  0.99990971   -0 14 50.2
 PE2108;UTM  19      - 4,922,125.488   511,689.662   MT  0.99960168   +0 06 10.4
 PE2108
 PE2108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2108!SPC ME E     -   0.99999722  x   0.99990971  =   0.99990693
 PE2108!UTM  19      -   0.99999722  x   0.99960168  =   0.99959890
 PE2108
 PE2108:                Primary Azimuth Mark                     Grid Az
 PE2108:SPC ME E     -  FORT POINT LEDGE BEACON                  074 26 14.3
 PE2108:UTM  19      -  FORT POINT LEDGE BEACON                  074 05 13.7
 PE2108
 PE2108|---------------------------------------------------------------------|
 PE2108| PID    Reference Object                     Distance      Geod. Az  |
 PE2108|                                                           dddmmss.s |
 PE2108| PE2110 FORT POINT LEDGE BEACON             APPROX. 3.6 KM 0741124.1 |
 PE2108| CE7835 CAPE JELLISON RM 1                   15.370 METERS 13658     |
 PE2108| PE2113 CASTINE YELLOW WINDMILL             APPROX. 7.8 KM 1452151.8 |
 PE2108| PE2111 CASTINE NORMAL SCHOOL SPIRE         APPROX. 7.9 KM 1501036.3 |
 PE2108| PE2115 DICE HEAD LH                        APPROX. 8.2 KM 1603923.4 |
 PE2108| CE7836 CAPE JELLISON RM 2                   14.575 METERS 20255     |
 PE2108| PE2128 DICKEY BLUFF 2                      APPROX.13.5 KM 2191459.1 |
 PE2108| PE2133 LONG COVE YELLOW TANK               APPROX. 3.7 KM 2810111.5 |
 PE2108| PE2134 LONG COVE BROWN STACK               APPROX. 2.6 KM 3051108.1 |
 PE2108| PE2135 WEST STOCKTON WHITE CH SPIRE        APPROX. 3.6 KM 3115235.5 |
 PE2108| PE2107 STOCKTON SPRINGS UNIV CHURCH        APPROX. 4.3 KM 3550904.2 |
 PE2108|---------------------------------------------------------------------|
 PE2108
 PE2108                          SUPERSEDED SURVEY CONTROL
 PE2108
 PE2108  NAD 83(1992)-  44 27 08.41529(N)    068 51 11.05286(W) AD(       ) 3
 PE2108  NAD 83(1986)-  44 27 08.41637(N)    068 51 11.05370(W) AD(       ) 3
 PE2108  NAD 27      -  44 27 08.14100(N)    068 51 12.94800(W) AD(       ) 3
 PE2108
 PE2108.Superseded values are not recommended for survey control.
 PE2108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2108.See file dsdata.txt to determine how the superseded data were derived.
 PE2108
 PE2108_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1169022125(NAD 83)
 PE2108
 PE2108  HISTORY     - Date     Condition        Report By
 PE2108  HISTORY     - 1934     MONUMENTED       CGS
 PE2108  HISTORY     - 1911     SEE DESCRIPTION  CGS
 PE2108  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2108  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE2108  HISTORY     - 1983     GOOD             USPSQD
 PE2108
 PE2108                          STATION DESCRIPTION
 PE2108
 PE2108'DESCRIBED BY COAST AND GEODETIC SURVEY 1911
 PE2108'STATION IS ON THE SUMMIT OF A HILL ON THE W SIDE OF THE MOUTH OF
 PE2108'PENOBSCOT RIVER ABOUT 1/2 MILE NE OF SQUAW POINT, WHICH IS THE SW
 PE2108'POINT OF THE PENINSULA KNOWN AS CAPE JELLISON.
 PE2108'
 PE2108'THE STATION IS ABOUT 1/4 MILE FROM THE RIVER SHORE AND 2-1/4 MILES
 PE2108'W BY S FROM FORT POINT LIGHTHOUSE.
 PE2108'
 PE2108'THE STATION IS MARKED BY A COPPER BOLT SET IN A HOLE IN A ROCK.
 PE2108
 PE2108                          STATION RECOVERY (1934)
 PE2108
 PE2108'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2108'STATION WAS RECOVERED AS DESCRIBED.  THE STATION IS ON THE SUMMIT
 PE2108'OF A HILL IN THE SW CORNER OF CAPE JELLISON, ON THE W MOUTH OF THE
 PE2108'PENOBSCOT RIVER.  LAND IS OWNED BY SAMUEL R. PARKS WHO LIVES IN THE
 PE2108'HOUSE 0.1 MILE NE OF THE STATION.  THE STATION MARK IS A STANDARD
 PE2108'BRONZE DISK WEDGED IN A DRILL HOLE IN OUTCROPPING BEDROCK AND IS
 PE2108'SET IN A PROMINENT DEPRESSION AT THE HIGHEST PART OF A
 PE2108'SUMMIT LEDGE OUTCROP IN A WOODED AREA.  IT IS ABOUT 375 FEET
 PE2108'S OF THE INTERSECTION OF MAIN-TRAVELED ROAD AND DIM WOOD
 PE2108'ROAD, AND 63 FEET WNW FROM A DEAD PINE TREE WHICH MARKS THE
 PE2108'CORNER OF PROPERTY ESTABLISHED BY THE INTERSECTION OF THE
 PE2108'EXTENDED LINES OF TWO STONE WALLS.
 PE2108'
 PE2108'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE AS
 PE2108'DESCRIBED IN NOTE 11A.
 PE2108'
 PE2108'REFERENCE MARK NO. 1 SETS 8 INCHES FROM SURFACE OF GROUND, IT IS
 PE2108'30 FEET WSW FROM PROPERTY CORNER AS ABOVE AND 50 FEET SE OF THE
 PE2108'STATION MARK.
 PE2108'
 PE2108'REFERENCE MARK NO. 2 SETS 10 INCHES FROM SURFACE OF GROUND.  IT IS
 PE2108'48 FEET SSW OF STATION MARK.
 PE2108'
 PE2108'TO REACH FROM STOCKTON SPRINGS FROM JUNCTION OF HIGHWAYS 1 AND 3,
 PE2108'GO E ON HIGHWAY 3, 0.2 MILE TURN RIGHT ONTO GRAVEL ROAD AT FORT
 PE2108'POINT SIGN, FOLLOW 1 MILE AND TAKE LEFT FORK, CONTINUE 1.6 MILES
 PE2108'AND TAKE RIGHT FORK, FOLLOW 1.3 MILES TO DIM WOOD ROAD LEFT (0.1
 PE2108'MILE PAST HOUSE ON LEFT.) THE STATION IS 125 YARDS S OF
 PE2108'INTERSECTION.
 PE2108'
 PE2108'A 40-FOOT SIGNAL WAS USED WITH NO CLEARING NECESSARY.
 PE2108
 PE2108                          STATION RECOVERY (1944)
 PE2108
 PE2108'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE2108'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION AS
 PE2108'DESCRIBED BY K.G.C. IN 1934 WITH THE FOLLOWING ADDITIONS--STATION
 PE2108'IS ON RANGE WITH THE INTERSECTION OF CAPE JELLISON ROAD AND A DIM
 PE2108'T-ROAD LEADING S (WHERE CAPE JELLISON ROAD TURNS NE) AND THE WEST
 PE2108'STOCKTON WHITE CHURCH SPIRE.  IT IS ALSO 125 METERS NE OF THE DIM
 PE2108'T-ROAD MENTIONED ABOVE.
 PE2108'
 PE2108'REFERENCE MARK 1 IS NOT SET VERY SOLID AND COULD BE EASILY
 PE2108'DISTURBED.
 PE2108
 PE2108                          STATION RECOVERY (1983)
 PE2108
 PE2108'RECOVERY NOTE BY US POWER SQUADRON 1983 (ELG)
 PE2108'CAPE JELLISON 1862 1934 RECOVERED GOOD.
 PE2108'
 PE2108'CAPE JELLISON NO. 1 1862 1934 CAPE JELLISON NO. 2 1862 1934 STATION
 PE2108'AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  TWO ANCHOR BOLTS
 PE2108'WHICH ARE SET IN THE LEDGE 5 FEET AND 7 FEET N OF THE STATION MAY
 PE2108'HELP IN LOCATING STATION MARK.  AN UNNUMBERED POWER LINE POLE HAS
 PE2108'BEEN SET 29 FEET SW OF STATION AND A GRAVEL PRIVATE ROAD NOW
 PE2108'PASSES BETWEEN THE STATION AND RM 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0475 ***********************************************************************
 OC0475  DESIGNATION -  CAPE NEDDICK 151
 OC0475  PID         -  OC0475
 OC0475  STATE/COUNTY-  ME/YORK
 OC0475  USGS QUAD   -  YORK BEACH (1998)
 OC0475
 OC0475                         *CURRENT SURVEY CONTROL
 OC0475  ___________________________________________________________________
 OC0475* NAD 83(1996)-  43 10 07.70580(N)    070 35 42.15505(W)     ADJUSTED  
 OC0475* NAVD 88     -        21.640  (meters)      71.00   (feet)  ADJUSTED  
 OC0475  ___________________________________________________________________
 OC0475  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 OC0475  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 OC0475  DYNAMIC HT  -          21.637 (meters)      70.99  (feet)  COMP
 OC0475  MODELED GRAV-     980,476.2   (mgal)                       NAVD 88
 OC0475
 OC0475  HORZ ORDER  -  SECOND
 OC0475  VERT ORDER  -  SECOND    CLASS 0
 OC0475
 OC0475.The horizontal coordinates were established by classical geodetic methods
 OC0475.and adjusted by the National Geodetic Survey in March 1998..
 OC0475
 OC0475.The orthometric height was determined by differential leveling
 OC0475.and adjusted by the National Geodetic Survey in June 1991..
 OC0475
 OC0475.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC0475
 OC0475.The geoid height was determined by GEOID03.
 OC0475
 OC0475.The dynamic height is computed by dividing the NAVD 88
 OC0475.geopotential number by the normal gravity value computed on the
 OC0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0475.degrees latitude (g = 980.6199 gals.).
 OC0475
 OC0475.The modeled gravity was interpolated from observed gravity values.
 OC0475
 OC0475;                    North         East     Units Scale Factor Converg.
 OC0475;SPC ME W     -    37,356.560   865,166.689   MT  0.99998159   -0 17 35.1
 OC0475;SPC NH       -    74,852.530   387,139.063   MT  1.00006004   +0 43 59.5
 OC0475;SPC NH       -   245,578.68  1,270,138.74   sFT  1.00006004   +0 43 59.5
 OC0475;UTM  19      - 4,780,795.675   370,346.043   MT  0.99980679   -1 05 29.0
 OC0475
 OC0475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC0475!SPC ME W     -   1.00000075  x   0.99998159  =   0.99998234
 OC0475!SPC NH       -   1.00000075  x   1.00006004  =   1.00006079
 OC0475!UTM  19      -   1.00000075  x   0.99980679  =   0.99980754
 OC0475
 OC0475|---------------------------------------------------------------------|
 OC0475| PID    Reference Object                     Distance      Geod. Az  |
 OC0475|                                                           dddmmss.s |
 OC0475| OC2159 CAPE NEDDICK FCT 1943                16.865 METERS 06117     |
 OC0475| OC0476 CAPE NEDDICK 151 RM 1                16.915 METERS 07710     |
 OC0475| OC2160 CAPE NEDDICK LIGHTHOUSE             APPROX. 0.5 KM 1411407.1 |
 OC0475| OC2148 COW POINT CUPOLA                    APPROX. 3.9 KM 2174714.4 |
 OC0475| OC2150 YORK BEACH ANCHORAGE HOTEL FP       APPROX. 2.5 KM 2432057.1 |
 OC0475| OC2151 YORK BEACH UNION CONG CH SPIRE      APPROX. 1.4 KM 2882057.1 |
 OC0475| OC0477 CAPE NEDDICK 151 RM 2                13.661 METERS 33045     |
 OC0475| OC2152 AERO BEACON                         APPROX. 6.0 KM 3475423.2 |
 OC0475|---------------------------------------------------------------------|
 OC0475
 OC0475                          SUPERSEDED SURVEY CONTROL
 OC0475
 OC0475  NAD 83(1992)-  43 10 07.70499(N)    070 35 42.15562(W) AD(       ) 2
 OC0475  NAD 83(1986)-  43 10 07.70942(N)    070 35 42.16040(W) AD(       ) 2
 OC0475  NAD 27      -  43 10 07.37700(N)    070 35 43.97700(W) AD(       ) 2
 OC0475  NGVD 29 (??/??/92)   21.870  (m)           71.75   (f) ADJ UNCH    2 0
 OC0475
 OC0475.Superseded values are not recommended for survey control.
 OC0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0475.See file dsdata.txt to determine how the superseded data were derived.
 OC0475
 OC0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH7034680796(NAD 83)
 OC0475_MARKER: DD = SURVEY DISK
 OC0475_SETTING: 0 = UNSPECIFIED SETTING
 OC0475_STAMPING: CAPE NEDDICK 151 1941
 OC0475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC0475
 OC0475  HISTORY     - Date     Condition        Report By
 OC0475  HISTORY     - 1941     MONUMENTED       CGS
 OC0475  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OC0475  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OC0475  HISTORY     - 1943     GOOD             NGS
 OC0475  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OC0475  HISTORY     - 1975     SEE DESCRIPTION  MEDT
 OC0475  HISTORY     - 1976     GOOD             NGS
 OC0475
 OC0475                          STATION DESCRIPTION
 OC0475
 OC0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC0475'STATION IS ON THE HIGHEST POINT OF CAPE NEDDICK, ABOUT 0.1 MI.
 OC0475'NW OF CAPE NEDDICK LIGHTHOUSE, 200 FT. W OF THE BEACH, AND ABOUT
 OC0475'150 FT. E OF STATE HIGHWAY 1 WHICH PARALLELS THE SHORE.  IT IS
 OC0475'A U.S. ARMY MAP-CONTROL BRONZE DISK, STAMPED CAPE NEDDICK 151 1941
 OC0475'AND SET IN BEDROCK.
 OC0475'
 OC0475'REFERENCE MARK 1 IS NE OF THE STATION.  IT IS A STANDARD
 OC0475'REFERENCE-MARK DISK, STAMPED CAPE NEDDICK 151 NO 1 1941 AND SET IN
 OC0475'A DRILL HOLE ON THE BARE ROCK NEAR THE STATION.
 OC0475'
 OC0475'REFERENCE MARK 2 IS N-NW OF THE STATION.  IT IS A STANDARD
 OC0475'REFERENCE-MARK DISK, STAMPED CAPE NEDDICK 151 NO 2 1941 AND SET
 OC0475'IN A DRILL HOLE ON THE BARE ROCK NEAR THE STATION.
 OC0475
 OC0475                          STATION RECOVERY (1943)
 OC0475
 OC0475'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 OC0475'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED EXCEPT
 OC0475'FOR THE FOLLOWING DISCREPANCIES--
 OC0475'
 OC0475'STATION IS 400 FT. W OF THE BEACH, NOT 200 FT. W OF THE BEACH.
 OC0475'
 OC0475'STATION IS ABOUT 0.3 MI. NW OF CAPE NEDDICK LIGHTHOUSE, NOT
 OC0475'ABOUT 0.1 MI. NW OF CAPE NEDDICK LIGHTHOUSE.
 OC0475'
 OC0475'DISTANCES FROM THE STATION TO REFERENCE MARK 1 SHOULD BE
 OC0475'CORRECTED TO READ--55.49 FT. OR 16.913 M.
 OC0475
 OC0475                          STATION RECOVERY (1943)
 OC0475
 OC0475'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 OC0475'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 OC0475'DESCRIBED, AND FOUND IN GOOD CONDITION.  WITH THE EXCEPTION
 OC0475'THAT A DISTANCE AND DIRECTION TO REFERENCE MARK 2 COULD NOT BE
 OC0475'TAKEN, AS THE U.S. ARMY HAS BUILT A FIRE CONTROL TOWER ON THE
 OC0475'LINE, THE ORIGINAL DESCRIPTION SUBMITTED BY P.L.B. IN 1941 IS
 OC0475'ADEQUATE.
 OC0475
 OC0475                          STATION RECOVERY (1943)
 OC0475
 OC0475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 OC0475'1 MI SE FROM YORK BEACH.
 OC0475'1.0 MILE SOUTHEAST OF YORK BEACH, YORK COUNTY, 0.1 MILE NORTHWEST
 OC0475'OF CAPE NEDDICK LIGHTHOUSE, AT CAPE NEDDICK, ON THE HIGHEST
 OC0475'POINT OF THE CAPE, 200 FEET WEST OF THE SHORE, 150 FEET EAST
 OC0475'OF THE ROAD, AND 16 FEET SOUTH OF AN ARMY FIRE CONTROL TOWER.
 OC0475
 OC0475                          STATION RECOVERY (1953)
 OC0475
 OC0475'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EHK)
 OC0475'THE STATION AND THE REFERENCE MARKS WERE RECOVERED IN GOOD
 OC0475'CONDITION.  THE DISTANCE TO REFERENCE MARK 1 WAS MEASURED WITH
 OC0475'A STEEL TAPE AND WAS FOUND TO AGREE WITH THE DISTANCE GIVEN IN
 OC0475'THE 1943 RECOVERY NOTE BY F.L.G., AS WAS THE DISTANCE TO CAPE
 OC0475'NEDDICK LIGHT.  DUE TO THE CONSTRUCTION OF A HOUSE BETWEEN THE
 OC0475'STATION AND REFERENCE MARK 2, THE DISTANCE COULD NOT BE
 OC0475'VERIFIED.  THE DESCRIPTION IS ADEQUATE WITH THE FOLLOWING
 OC0475'ADDITIONS--
 OC0475'
 OC0475'THE STATION IS 24.8 FT. SE OF THE SW CORNER AND 39.7 FT. SW OF
 OC0475'THE SE CORNER OF A DARK GREEN HOUSE WHICH IS SURROUNDED BY A
 OC0475'HIGH FENCE.  IT IS A CORPS OF ENGINEERS DISK, STAMPED CAPE
 OC0475'NEDDICK 151 1941 AND IS FLUSH WITH THE SURFACE OF THE ROCK.
 OC0475'
 OC0475'REFERENCE MARK 1 IS 3.2 FT. SE OF THE SE CORNER OF A PORCH.  IT
 OC0475'IS STAMPED CAPE NEDDICK 151 NO 1 1941.
 OC0475'
 OC0475'REFERENCE MARK 2 IS 6.4 FT. W OF THE NW CORNER OF THE W WING
 OC0475'OF THE HOUSE.  IT IS STAMPED CAPE NEDDICK 151 NO 2 1941.
 OC0475
 OC0475                          STATION RECOVERY (1975)
 OC0475
 OC0475'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1975 (BJR)
 OC0475'MARKS ACCESSIBLE AND STATION IN GOOD CONDITION.
 OC0475
 OC0475                          STATION RECOVERY (1976)
 OC0475
 OC0475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0475'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0476 ***********************************************************************
 OC0476  DESIGNATION -  CAPE NEDDICK 151 RM 1
 OC0476  PID         -  OC0476
 OC0476  STATE/COUNTY-  ME/YORK
 OC0476  USGS QUAD   -  YORK BEACH (1998)
 OC0476
 OC0476                         *CURRENT SURVEY CONTROL
 OC0476  ___________________________________________________________________
 OC0476* NAD 83(1986)-  43 10 07.     (N)    070 35 42.     (W)     SCALED    
 OC0476* NAVD 88     -        21.431  (meters)      70.31   (feet)  ADJUSTED  
 OC0476  ___________________________________________________________________
 OC0476  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 OC0476  DYNAMIC HT  -          21.427 (meters)      70.30  (feet)  COMP
 OC0476  MODELED GRAV-     980,476.2   (mgal)                       NAVD 88
 OC0476
 OC0476  VERT ORDER  -  SECOND    CLASS 0
 OC0476
 OC0476.The horizontal coordinates were scaled from a topographic map and have
 OC0476.an estimated accuracy of +/- 6 seconds.
 OC0476
 OC0476.The orthometric height was determined by differential leveling
 OC0476.and adjusted by the National Geodetic Survey in June 1991..
 OC0476
 OC0476.The geoid height was determined by GEOID03.
 OC0476
 OC0476.The dynamic height is computed by dividing the NAVD 88
 OC0476.geopotential number by the normal gravity value computed on the
 OC0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0476.degrees latitude (g = 980.6199 gals.).
 OC0476
 OC0476.The modeled gravity was interpolated from observed gravity values.
 OC0476
 OC0476;                    North         East    Units  Estimated Accuracy
 OC0476;SPC ME W     -    37,340.      865,170.      MT  (+/- 180 meters Scaled)
 OC0476
 OC0476                          SUPERSEDED SURVEY CONTROL
 OC0476
 OC0476  NGVD 29 (??/??/92)   21.661  (m)           71.07   (f) ADJ UNCH    2 0
 OC0476
 OC0476.Superseded values are not recommended for survey control.
 OC0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0476.See file dsdata.txt to determine how the superseded data were derived.
 OC0476
 OC0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH703807(NAD 83)
 OC0476_MARKER: DR = REFERENCE MARK DISK
 OC0476_SETTING: 0 = UNSPECIFIED SETTING
 OC0476_STAMPING: CAPE NEDDICK 151 1941 1
 OC0476_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC0476
 OC0476  HISTORY     - Date     Condition        Report By
 OC0476  HISTORY     - 1941     MONUMENTED       CGS
 OC0476  HISTORY     - 1943     GOOD             NGS
 OC0476  HISTORY     - 1976     GOOD             NGS
 OC0476
 OC0476                          STATION DESCRIPTION
 OC0476
 OC0476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 OC0476'1 MI SE FROM YORK BEACH.
 OC0476'1.0 MILE SOUTHEAST OF YORK BEACH, YORK COUNTY, 0.1 MILE NORTHWEST
 OC0476'OF CAPE NEDDICK LIGHTHOUSE, AT CAPE NEDDICK, ON THE HIGHEST
 OC0476'POINT OF THE CAPE, AT THE WEST END OF THE ARMY FIRE CONTROL
 OC0476'TOWER, AND 5.5 FEET WEST OF THE NORTHWEST CORNER OF THE TOWER.
 OC0476
 OC0476                          STATION RECOVERY (1976)
 OC0476
 OC0476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0476'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0477 ***********************************************************************
 OC0477  DESIGNATION -  CAPE NEDDICK 151 RM 2
 OC0477  PID         -  OC0477
 OC0477  STATE/COUNTY-  ME/YORK
 OC0477  USGS QUAD   -  YORK BEACH (1998)
 OC0477
 OC0477                         *CURRENT SURVEY CONTROL
 OC0477  ___________________________________________________________________
 OC0477* NAD 83(1986)-  43 10 07.     (N)    070 35 42.     (W)     SCALED    
 OC0477* NAVD 88     -        21.555  (meters)      70.72   (feet)  ADJUSTED  
 OC0477  ___________________________________________________________________
 OC0477  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 OC0477  DYNAMIC HT  -          21.552 (meters)      70.71  (feet)  COMP
 OC0477  MODELED GRAV-     980,476.2   (mgal)                       NAVD 88
 OC0477
 OC0477  VERT ORDER  -  SECOND    CLASS 0
 OC0477
 OC0477.The horizontal coordinates were scaled from a topographic map and have
 OC0477.an estimated accuracy of +/- 6 seconds.
 OC0477
 OC0477.The orthometric height was determined by differential leveling
 OC0477.and adjusted by the National Geodetic Survey in June 1991..
 OC0477
 OC0477.The geoid height was determined by GEOID03.
 OC0477
 OC0477.The dynamic height is computed by dividing the NAVD 88
 OC0477.geopotential number by the normal gravity value computed on the
 OC0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0477.degrees latitude (g = 980.6199 gals.).
 OC0477
 OC0477.The modeled gravity was interpolated from observed gravity values.
 OC0477
 OC0477;                    North         East    Units  Estimated Accuracy
 OC0477;SPC ME W     -    37,340.      865,170.      MT  (+/- 180 meters Scaled)
 OC0477
 OC0477                          SUPERSEDED SURVEY CONTROL
 OC0477
 OC0477  NGVD 29 (??/??/92)   21.786  (m)           71.48   (f) ADJ UNCH    2 0
 OC0477
 OC0477.Superseded values are not recommended for survey control.
 OC0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0477.See file dsdata.txt to determine how the superseded data were derived.
 OC0477
 OC0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH703807(NAD 83)
 OC0477_MARKER: DR = REFERENCE MARK DISK
 OC0477_SETTING: 0 = UNSPECIFIED SETTING
 OC0477_STAMPING: CAPE NEDDICK 151 1941 2
 OC0477_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC0477
 OC0477  HISTORY     - Date     Condition        Report By
 OC0477  HISTORY     - 1941     MONUMENTED       CGS
 OC0477  HISTORY     - 1943     GOOD             NGS
 OC0477  HISTORY     - 1976     GOOD             NGS
 OC0477
 OC0477                          STATION DESCRIPTION
 OC0477
 OC0477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 OC0477'1 MI SE FROM YORK BEACH.
 OC0477'1.0 MILE SOUTHEAST YORK BEACH, YORK COUNTY, 0.1 MILE NORTHWEST
 OC0477'OF CAPE NEDDICK LIGHTHOUSE, AT CAPE NEDDICK, ON THE HIGHEST
 OC0477'POINT OF THE CAPE, AT THE WEST END OF THE ARMY FIRE CONTROL
 OC0477'TOWER, AND 5.5 FEET WEST OF THE NORTHWEST CORNER OF THE TOWER.
 OC0477
 OC0477                          STATION RECOVERY (1976)
 OC0477
 OC0477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0477'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2153 ***********************************************************************
 OC2153  DESIGNATION -  CAPE NEDDICK 1851
 OC2153  PID         -  OC2153
 OC2153  STATE/COUNTY-  ME/YORK
 OC2153  USGS QUAD   -  YORK BEACH (1998)
 OC2153
 OC2153                         *CURRENT SURVEY CONTROL
 OC2153  ___________________________________________________________________
 OC2153* NAD 83(1996)-  43 10 02.98363(N)    070 35 57.18301(W)     ADJUSTED  
 OC2153* NAVD 88     -        20.     (meters)      66.     (feet)  SCALED    
 OC2153  ___________________________________________________________________
 OC2153  LAPLACE CORR-           1.77  (seconds)                    DEFLEC99
 OC2153  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 OC2153
 OC2153  HORZ ORDER  -  THIRD
 OC2153
 OC2153.The horizontal coordinates were established by classical geodetic methods
 OC2153.and adjusted by the National Geodetic Survey in March 1998..
 OC2153
 OC2153.The orthometric height was scaled from a topographic map.
 OC2153
 OC2153.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2153
 OC2153.The geoid height was determined by GEOID03.
 OC2153
 OC2153;                    North         East     Units Scale Factor Converg.
 OC2153;SPC ME W     -    37,212.583   864,826.493   MT  0.99998188   -0 17 45.3
 OC2153;SPC NH       -    74,702.472   386,801.474   MT  1.00005932   +0 43 49.2
 OC2153;SPC NH       -   245,086.36  1,269,031.17   sFT  1.00005932   +0 43 49.2
 OC2153;UTM  19      - 4,780,656.477   370,003.933   MT  0.99980788   -1 05 39.2
 OC2153
 OC2153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2153!SPC ME W     -   1.00000104  x   0.99998188  =   0.99998292
 OC2153!SPC NH       -   1.00000104  x   1.00005932  =   1.00006036
 OC2153!UTM  19      -   1.00000104  x   0.99980788  =   0.99980892
 OC2153
 OC2153:                Primary Azimuth Mark                     Grid Az
 OC2153:SPC ME W     -  CAPE PORPOISE LIGHTHOUSE                 033 59 20.9
 OC2153:SPC NH       -  CAPE PORPOISE LIGHTHOUSE                 032 57 46.4
 OC2153:UTM  19      -  CAPE PORPOISE LIGHTHOUSE                 034 47 14.8
 OC2153
 OC2153|---------------------------------------------------------------------|
 OC2153| PID    Reference Object                     Distance      Geod. Az  |
 OC2153|                                                           dddmmss.s |
 OC2153| OC2031 CAPE PORPOISE LIGHTHOUSE            APPROX.25.4 KM 0334135.6 |
 OC2153| OC1994 BOON ISLAND                         APPROX.11.2 KM 1170800.6 |
 OC2153| MY4793 ISLES OF SHOALS 1851                APPROX.20.0 KM 1831912.1 |
 OC2153|---------------------------------------------------------------------|
 OC2153
 OC2153                          SUPERSEDED SURVEY CONTROL
 OC2153
 OC2153  NAD 83(1992)-  43 10 02.98282(N)    070 35 57.18381(W) AD(       ) 3
 OC2153  NAD 83(1986)-  43 10 02.98735(N)    070 35 57.18945(W) AD(       ) 3
 OC2153  NAD 27      -  43 10 02.66800(N)    070 35 59.00800(W) AD(       ) 3
 OC2153
 OC2153.Superseded values are not recommended for survey control.
 OC2153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2153.See file dsdata.txt to determine how the superseded data were derived.
 OC2153
 OC2153_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH7000480656(NAD 83)
 OC2153
 OC2153  HISTORY     - Date     Condition        Report By
 OC2153  HISTORY     - 1851     MONUMENTED       CGS
 OC2153  HISTORY     - 1921     SEE DESCRIPTION  USE
 OC2153  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OC2153  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OC2153
 OC2153                          STATION DESCRIPTION
 OC2153
 OC2153'DESCRIBED BY COAST AND GEODETIC SURVEY 1851 (TJC)
 OC2153'STATION IS ON THE PENINSULA OF THAT NAME ABOUT 3/8 MILE FROM
 OC2153'ITS EXTREME EASTERN POINT AND ABOUT 300 METERS FROM ITS
 OC2153'SOUTHERN SHORE.  THE CAPE NEDDICK LIGHTHOUSE IS ON A SMALL ISLAND,
 OC2153'KNOWN AS THE KNUBBLE, WHICH LIES IMMEDIATELY OFF THE E POINT OF
 OC2153'THE PENINSULA.  THE STATION IS ABOUT 5/8 MILE SE BY S FROM THE
 OC2153'OCEAN HOUSE OF YORK BEACH AND IS MARKED BY A DRILL HOLE IN A
 OC2153'BRICK BURIED BELOW THE SURFACE WITH A ROD PROJECTING ABOVE THE
 OC2153'GROUND.  THE SLIM ROD PROJECTING ABOVE THE GROUND PROBABLY NO
 OC2153'LONGER EXISTS.
 OC2153
 OC2153                          STATION RECOVERY (1921)
 OC2153
 OC2153'RECOVERY NOTE BY US ENGINEERS 1921
 OC2153'THIS STATION WAS RECOVERED IN JUNE, 1921.  THE IRON ROD WHEN
 OC2153'FOUND WAS BENT OVER BUT WAS STRAIGHTENED AND A LARGE ROCK SET
 OC2153'NEAR AS PROTECTION.  THE BRICK BELOW WAS UNDISTURBED.  THREE
 OC2153'LARGE EYE BOLTS USED AT SOME TIME TO FASTEN SIGNAL GUYS WERE
 OC2153'FOUND SET IN LEDGES.  MEASUREMENTS AS SHOWN ON SKETCH WERE TAKEN
 OC2153'TO CROSSES CUT ON THESE BOLTS.  THE HILL IS COVERED WITH A THICK
 OC2153'GROWTH OF BAYBERRY AND HUCKLEBERRY BUSHES ABOUT TWO FEET HIGH.
 OC2153
 OC2153                          STATION RECOVERY (1943)
 OC2153
 OC2153'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 OC2153'A 2-MAN PARTY SEARCHED 1 HOUR FOR THIS STATION WITHOUT SUCCESS.
 OC2153'
 OC2153'IT IS RECOMMENDED THAT THIS STATION BE CLASSIFIED AS LOST.
 OC2153
 OC2153                          STATION RECOVERY (1953)
 OC2153
 OC2153'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EHK)
 OC2153'THE STATION WAS NOT RECOVERED AFTER A 1-HR. SEARCH BY A TWO MAN
 OC2153'PARTY.  THE DESCRIPTION IS INADEQUATE FOR PRESENT DAY RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2159 ***********************************************************************
 OC2159  DESIGNATION -  CAPE NEDDICK FCT 1943
 OC2159  PID         -  OC2159
 OC2159  STATE/COUNTY-  ME/YORK
 OC2159  USGS QUAD   -  YORK BEACH (1998)
 OC2159
 OC2159                         *CURRENT SURVEY CONTROL
 OC2159  ___________________________________________________________________
 OC2159* NAD 83(1996)-  43 10 07.96835(N)    070 35 41.50022(W)     ADJUSTED  
 OC2159* NAVD 88     -        22.     (meters)      72.     (feet)  SCALED    
 OC2159  ___________________________________________________________________
 OC2159  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 OC2159  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 OC2159
 OC2159  HORZ ORDER  -  SECOND
 OC2159
 OC2159.The horizontal coordinates were established by classical geodetic methods
 OC2159.and adjusted by the National Geodetic Survey in March 1998..
 OC2159
 OC2159.The orthometric height was scaled from a topographic map.
 OC2159
 OC2159.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2159
 OC2159.The geoid height was determined by GEOID03.
 OC2159
 OC2159;                    North         East     Units Scale Factor Converg.
 OC2159;SPC ME W     -    37,364.586   865,181.521   MT  0.99998157   -0 17 34.6
 OC2159;SPC NH       -    74,860.822   387,153.751   MT  1.00006007   +0 43 60.0
 OC2159;SPC NH       -   245,605.88  1,270,186.93   sFT  1.00006007   +0 43 60.0
 OC2159;UTM  19      - 4,780,803.493   370,360.983   MT  0.99980674   -1 05 28.6
 OC2159
 OC2159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2159!SPC ME W     -   1.00000073  x   0.99998157  =   0.99998230
 OC2159!SPC NH       -   1.00000073  x   1.00006007  =   1.00006080
 OC2159!UTM  19      -   1.00000073  x   0.99980674  =   0.99980747
 OC2159
 OC2159                          SUPERSEDED SURVEY CONTROL
 OC2159
 OC2159  NAD 83(1992)-  43 10 07.96754(N)    070 35 41.50078(W) AD(       ) 2
 OC2159  NAD 83(1986)-  43 10 07.97197(N)    070 35 41.50557(W) AD(       ) 2
 OC2159  NAD 27      -  43 10 07.64000(N)    070 35 43.32200(W) AD(       ) 2
 OC2159
 OC2159.Superseded values are not recommended for survey control.
 OC2159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2159.See file dsdata.txt to determine how the superseded data were derived.
 OC2159
 OC2159_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH7036180803(NAD 83)
 OC2159
 OC2159  HISTORY     - Date     Condition        Report By
 OC2159  HISTORY     - 1943     MONUMENTED       CGS
 OC2159
 OC2159                          STATION DESCRIPTION
 OC2159
 OC2159'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 OC2159'STATION IS THE CENTER OF THE INSTRUMENT PEDESTAL LOCATED ON
 OC2159'THE TOP FLOOR OF THE CAPE NEDDICK FIRE CONTROL TOWER.  IT WAS
 OC2159'LOCATED BY DISTANCE AND DIRECTION FROM STATION CAPE NEDDICK 151.
 OC2159'
 OC2159'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2160 ***********************************************************************
 OC2160  DESIGNATION -  CAPE NEDDICK LIGHTHOUSE
 OC2160  PID         -  OC2160
 OC2160  STATE/COUNTY-  ME/YORK
 OC2160  USGS QUAD   -  YORK BEACH (1998)
 OC2160
 OC2160                         *CURRENT SURVEY CONTROL
 OC2160  ___________________________________________________________________
 OC2160* NAD 83(1996)-  43 09 54.74540(N)    070 35 27.93769(W)     ADJUSTED  
 OC2160* NAVD 88     -        27.     (meters)      89.     (feet)  SCALED    
 OC2160  ___________________________________________________________________
 OC2160  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 OC2160  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 OC2160
 OC2160  HORZ ORDER  -  THIRD
 OC2160
 OC2160.The horizontal coordinates were established by classical geodetic methods
 OC2160.and adjusted by the National Geodetic Survey in March 1998..
 OC2160
 OC2160.The orthometric height was scaled from a topographic map.
 OC2160
 OC2160.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2160
 OC2160.The geoid height was determined by GEOID03.
 OC2160
 OC2160;                    North         East     Units Scale Factor Converg.
 OC2160;SPC ME W     -    36,954.979   865,485.796   MT  0.99998131   -0 17 25.3
 OC2160;SPC NH       -    74,456.698   387,465.337   MT  1.00006074   +0 44 09.1
 OC2160;SPC NH       -   244,280.02  1,271,209.19   sFT  1.00006074   +0 44 09.1
 OC2160;UTM  19      - 4,780,389.759   370,659.469   MT  0.99980579   -1 05 19.0
 OC2160
 OC2160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2160!SPC ME W     -   0.99999995  x   0.99998131  =   0.99998126
 OC2160!SPC NH       -   0.99999995  x   1.00006074  =   1.00006069
 OC2160!UTM  19      -   0.99999995  x   0.99980579  =   0.99980574
 OC2160
 OC2160:                Primary Azimuth Mark                     Grid Az
 OC2160:SPC ME W     -  ISLES OF SHOALS LH 1903                  187 05 47.4
 OC2160:SPC NH       -  ISLES OF SHOALS LH 1903                  186 04 13.0
 OC2160:UTM  19      -  ISLES OF SHOALS LH 1903                  187 53 41.1
 OC2160
 OC2160|---------------------------------------------------------------------|
 OC2160| PID    Reference Object                     Distance      Geod. Az  |
 OC2160|                                                           dddmmss.s |
 OC2160| MY4801 ISLES OF SHOALS LH 1903             APPROX.22.1 KM 1864822.1 |
 OC2160| OC2154 PASSACONAWAY INN CUPOLA             APPROX. 2.9 KM 3474250.4 |
 OC2160|---------------------------------------------------------------------|
 OC2160
 OC2160                          SUPERSEDED SURVEY CONTROL
 OC2160
 OC2160  NAD 83(1992)-  43 09 54.74462(N)    070 35 27.93834(W) AD(       ) 3
 OC2160  NAD 83(1986)-  43 09 54.74893(N)    070 35 27.94306(W) AD(       ) 3
 OC2160  NAD 27      -  43 09 54.41500(N)    070 35 29.75700(W) AD(       ) 3
 OC2160
 OC2160.Superseded values are not recommended for survey control.
 OC2160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2160.See file dsdata.txt to determine how the superseded data were derived.
 OC2160
 OC2160_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH7065980390(NAD 83)
 OC2160_MARKER: 13 = LIGHTHOUSE
 OC2160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OC2160+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2005
 OC2160
 OC2160  HISTORY     - Date     Condition        Report By
 OC2160  HISTORY     - UNK      FIRST OBSERVED
 OC2160  HISTORY     - 1941     GOOD             CGS
 OC2160  HISTORY     - 1965     GOOD             CGS
 OC2160  HISTORY     - 1975     GOOD             NGS
 OC2160  HISTORY     - 20050418 GOOD             GEOCAC
 OC2160
 OC2160                          STATION DESCRIPTION
 OC2160
 OC2160'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC2160'THIS INTERSECTION STATION IS THE LIGHTHOUSE ON THE SMALL
 OC2160'ISLAND EXTENDING OFF THE POINT OF CAPE NEDDICK.  IT IS A WHITE
 OC2160'CONICAL TOWER ESTABLISHED IN 1879 AND REBUILT IN 1935.  THE LIGHT
 OC2160'FLASHES RED AND IS 88 FEET ABOVE THE WATER.
 OC2160
 OC2160                          STATION RECOVERY (1965)
 OC2160
 OC2160'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RBK)
 OC2160'STATION RECOVERED IN GOOD CONDITION, ALSO CALLED NUBBLE LIGHT.
 OC2160
 OC2160                          STATION RECOVERY (1975)
 OC2160
 OC2160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 OC2160'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN
 OC2160'1943.  THE DESCRIPTION WAS FOUND TO BE ADEQUATE.
 OC2160
 OC2160                          STATION RECOVERY (2005)
 OC2160
 OC2160'RECOVERY NOTE BY GEOCACHING 2005 (JLH)
 OC2160'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0435 ***********************************************************************
 OB0435  DESIGNATION -  CAPE NEWAGEN WATER TANK
 OB0435  PID         -  OB0435
 OB0435  STATE/COUNTY-  ME/LINCOLN
 OB0435  USGS QUAD   -  BOOTHBAY HARBOR (1997)
 OB0435
 OB0435                         *CURRENT SURVEY CONTROL
 OB0435  ___________________________________________________________________
 OB0435* NAD 83(1996)-  43 47 17.93555(N)    069 39 34.18122(W)     ADJUSTED  
 OB0435* NAVD 88     -                                                        
 OB0435  ___________________________________________________________________
 OB0435  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 OB0435  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 OB0435
 OB0435  HORZ ORDER  -  THIRD
 OB0435
 OB0435.The horizontal coordinates were established by classical geodetic methods
 OB0435.and adjusted by the National Geodetic Survey in March 1998..
 OB0435
 OB0435
 OB0435.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0435
 OB0435.The geoid height was determined by GEOID03.
 OB0435
 OB0435;                    North         East     Units Scale Factor Converg.
 OB0435;SPC ME W     -   106,218.851   940,821.338   MT  0.99998715   +0 21 03.5
 OB0435;UTM  19      - 4,848,573.267   446,937.913   MT  0.99963463   -0 27 23.0
 OB0435
 OB0435                          SUPERSEDED SURVEY CONTROL
 OB0435
 OB0435  NAD 83(1992)-  43 47 17.93300(N)    069 39 34.17720(W) AD(       ) 4
 OB0435  NAD 83(1986)-  43 47 17.93863(N)    069 39 34.18316(W) AD(       ) 4
 OB0435  NAD 27      -  43 47 17.64600(N)    069 39 36.03700(W) AD(       ) 3
 OB0435
 OB0435.Superseded values are not recommended for survey control.
 OB0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0435.See file dsdata.txt to determine how the superseded data were derived.
 OB0435
 OB0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ4693848573(NAD 83)
 OB0435
 OB0435  HISTORY     - Date     Condition        Report By
 OB0435  HISTORY     - 1934     MONUMENTED       CGS
 OB0435  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0435
 OB0435                          STATION DESCRIPTION
 OB0435
 OB0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0435'THE CENTER OF THE BLACK WATER TANK ON CAPE NEWAGEN WHICH IS THE
 OB0435'SOUTHERN TIP OF SOUTHPORT ISLAND.  THIS IS THE ONLY BLACK WATER
 OB0435'TANK IN THE VICINITY.
 OB0435
 OB0435                          STATION RECOVERY (1942)
 OB0435
 OB0435'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (HOF)
 OB0435'THE TANK HAS BEEN TORN DOWN AND STATION IS LOST, EXCEPT FOR AIR
 OB0435'COMPILATION WORK.  THE OLD FOUNDATION WAS FOUND AND THE CENTER OF
 OB0435'THE TANK WAS LOCATED ON THE PHOTOGRAPHS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0269 ***********************************************************************
 OC0269  DESIGNATION -  CAPE PORPOISE 155
 OC0269  PID         -  OC0269
 OC0269  STATE/COUNTY-  ME/YORK
 OC0269  USGS QUAD   -  KENNEBUNKPORT (1975)
 OC0269
 OC0269                         *CURRENT SURVEY CONTROL
 OC0269  ___________________________________________________________________
 OC0269* NAD 83(1996)-  43 22 06.88619(N)    070 25 58.69522(W)     ADJUSTED  
 OC0269* NAVD 88     -        12.269  (meters)      40.25   (feet)  ADJUSTED  
 OC0269  ___________________________________________________________________
 OC0269  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 OC0269  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 OC0269  DYNAMIC HT  -          12.268 (meters)      40.25  (feet)  COMP
 OC0269  MODELED GRAV-     980,481.5   (mgal)                       NAVD 88
 OC0269
 OC0269  HORZ ORDER  -  SECOND
 OC0269  VERT ORDER  -  SECOND    CLASS 0
 OC0269
 OC0269.The horizontal coordinates were established by classical geodetic methods
 OC0269.and adjusted by the National Geodetic Survey in March 1998..
 OC0269
 OC0269.The orthometric height was determined by differential leveling
 OC0269.and adjusted by the National Geodetic Survey in June 1991..
 OC0269
 OC0269.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC0269
 OC0269.The geoid height was determined by GEOID03.
 OC0269
 OC0269.The dynamic height is computed by dividing the NAVD 88
 OC0269.geopotential number by the normal gravity value computed on the
 OC0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0269.degrees latitude (g = 980.6199 gals.).
 OC0269
 OC0269.The modeled gravity was interpolated from observed gravity values.
 OC0269
 OC0269;                    North         East     Units Scale Factor Converg.
 OC0269;SPC ME W     -    59,495.476   878,416.256   MT  0.99997239   -0 10 58.3
 OC0269;UTM  19      - 4,802,743.305   383,900.758   MT  0.99976580   -0 59 02.8
 OC0269
 OC0269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC0269!SPC ME W     -   1.00000220  x   0.99997239  =   0.99997459
 OC0269!UTM  19      -   1.00000220  x   0.99976580  =   0.99976800
 OC0269
 OC0269|---------------------------------------------------------------------|
 OC0269| PID    Reference Object                     Distance      Geod. Az  |
 OC0269|                                                           dddmmss.s |
 OC0269| OC2028 CAPE PORPOISE FCT 1943               18.220 METERS 00001     |
 OC0269| OC2049 FLETCHERS NECK WATER TANK           APPROX. 8.9 KM 0283802.3 |
 OC0269| OC0270 CAPE PORPOISE 155 RM 1               47.213 METERS 09124     |
 OC0269| OC0271 CAPE PORPOISE 155 RM 2               41.117 METERS 18147     |
 OC0269| OC2020 KENNEBUNKPORT WATER TANK            APPROX. 1.0 KM 2834355.8 |
 OC0269| OC2015 CAPE PORPOISE CHURCH SPIRE          APPROX. 0.5 KM 3100828.6 |
 OC0269|---------------------------------------------------------------------|
 OC0269
 OC0269                          SUPERSEDED SURVEY CONTROL
 OC0269
 OC0269  NAD 83(1992)-  43 22 06.88495(N)    070 25 58.69661(W) AD(       ) 2
 OC0269  NAD 83(1986)-  43 22 06.89067(N)    070 25 58.70222(W) AD(       ) 2
 OC0269  NAD 27      -  43 22 06.58600(N)    070 26 00.51800(W) AD(       ) 2
 OC0269  NGVD 29 (??/??/92)   12.501  (m)           41.01   (f) ADJ UNCH    2 0
 OC0269
 OC0269.Superseded values are not recommended for survey control.
 OC0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0269.See file dsdata.txt to determine how the superseded data were derived.
 OC0269
 OC0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ8390102743(NAD 83)
 OC0269_MARKER: DD = SURVEY DISK
 OC0269_SETTING: 0 = UNSPECIFIED SETTING
 OC0269_STAMPING: CAPE PORPOISE 155 1941
 OC0269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC0269
 OC0269  HISTORY     - Date     Condition        Report By
 OC0269  HISTORY     - 1941     MONUMENTED       CGS
 OC0269  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OC0269  HISTORY     - 1943     GOOD             NGS
 OC0269  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OC0269  HISTORY     - 1975     SEE DESCRIPTION  MEDT
 OC0269  HISTORY     - 1976     GOOD             NGS
 OC0269
 OC0269                          STATION DESCRIPTION
 OC0269
 OC0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC0269'STATION IS LOCATED ON CAPE PORPOISE, ABOUT 0.6 MI. E OF THE VILLAGE
 OC0269'OF CAPE PORPOISE, 2 MI. NE OF KENNEBUNKPORT, ABOUT 0.3 MI. N OF
 OC0269'CAPE PORPOISE LIGHTHOUSE, ABOUT 0.1 MI. N OF THE HOUSES ON THE
 OC0269'EXTREME END OF THE CAPE, AND 75 FT. E OF THE CENTER OF THE
 OC0269'HIGHWAY LEADING TO THE END OF THE CAPE.  IT IS ABOUT 100 YDS. N
 OC0269'OF THE FIRST SMALL CAUSEWAY ON THE ROAD N OF THE END OF THE
 OC0269'CAPE.
 OC0269'
 OC0269'THE SURFACE STATION MARK IS A STANDARD U.S. ARMY MAP-CONTROL
 OC0269'DISK, SET IN A SQUARE CONCRETE MONUMENT WHICH PROTRUDES ABOUT 5
 OC0269'IN. ABOVE GROUND.
 OC0269'
 OC0269'THE UNDERGROUND STATION MARK IS A STANDARD BRONZE DISK, SET IN
 OC0269'THE TOP OF A CONCRETE POST.
 OC0269'
 OC0269'REFERENCE MARK 1 IS SE OF THE STATION, AND IS SURROUNDED BY
 OC0269'GRASS AND WEEDS.  IT IS A STANDARD REFERENCE-MARK DISK, SET IN A
 OC0269'DRILL HOLE IN A SMALL OUTCROP.
 OC0269'
 OC0269'REFERENCE MARK 2 IS SW OF THE STATION, AND ABOUT 15 FT. E OF THE
 OC0269'CENTER OF THE ROAD.  IT IS A STANDARD REFERENCE-MARK DISK, SET IN
 OC0269'A DRILL HOLE IN A LARGE BOULDER.
 OC0269'
 OC0269'BOTH, CAPE PORPOISE LIGHTHOUSE AND THE CHURCH SPIRE IN THE
 OC0269'VILLAGE OF CAPE PORPOISE, ARE GOOD AZIMUTH POINTS.  THE CHURCH
 OC0269'SPIRE IS THE ONLY ONE IN THE VILLAGE.
 OC0269'
 OC0269'HEIGHT OF LIGHT ABOVE STATION MARK 90 FEET.
 OC0269
 OC0269                          STATION RECOVERY (1943)
 OC0269
 OC0269'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 OC0269'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED
 OC0269'AND FOUND IN GOOD CONDITION.  DESCRIPTION BY P.L.B. IN 1941 WAS
 OC0269'FOUND TO BE CORRECT AND ADEQUATE.
 OC0269
 OC0269                          STATION RECOVERY (1943)
 OC0269
 OC0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 OC0269'AT CAPE PORPOISE.
 OC0269'0.4 MILE EAST OF CAPE PORPOISE, YORK COUNTY, 0.3 MILE NORTH OF
 OC0269'CAPE PORPOISE LIGHTHOUSE, 75 FEET EAST OF THE CENTERLINE OF A
 OC0269'ROAD LEADING TO THE END OF THE CAPE, AND 53 FEET SOUTH OF AN
 OC0269'ARMY CONCRETE FIRE CONTROL TOWER.
 OC0269
 OC0269                          STATION RECOVERY (1953)
 OC0269
 OC0269'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EHK)
 OC0269'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 OC0269'CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE MEASURED
 OC0269'WITH A STEEL TAPE, AND THE DISTANCES GIVEN IN THE ORIGINAL
 OC0269'DESCRIPTION WERE FOUND TO BE CORRECT.  THE DISTANCES GIVEN IN THE
 OC0269'1943 RECOVERY NOTE BY P.L.B. ARE EVIDENTLY SLOPE DISTANCES.  THE
 OC0269'DESCRIPTION IS ADEQUATE WITH THE FOLLOWING ADDITIONS--
 OC0269'
 OC0269'THE STATION SURFACE MARK IS A CORPS OF ENGINEERS DISK, STAMPED
 OC0269'CAPE PORPOISE 155 1941.
 OC0269'
 OC0269'REFERENCE MARK 1 IS STAMPED CAPE PORPOISE 155 NO 1 1941.
 OC0269'
 OC0269'REFERENCE MARK 2 IS STAMPED CAPE PORPOISE 155 NO 2 1941.
 OC0269
 OC0269                          STATION RECOVERY (1975)
 OC0269
 OC0269'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 OC0269'CAPE PORPOISE 155, RM 1 AND RM 2 RECOVERED AS DESCRIBED.
 OC0269
 OC0269                          STATION RECOVERY (1976)
 OC0269
 OC0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0269'A USE STANDARD DISK SET IN A 15 INCH SQUARE POST WHICH PROJECTS 4
 OC0269'INCH ABOVE THE GROUND SURFACE. TO REACH FROM THE WHARE AT CAPE
 OC0269'PORPOISE GO 0.2 MILES NORTHERLY ALONG THE PIER ROAD TO A CIRCULAR
 OC0269'DRIVE ON THE RIGHT OPPOSITE A WOODEN STOCKADE STYLE FENCE. RM 2 IS IN
 OC0269'A LARGE BOULDER 4 FEET HIGH ON THE SOUTHEAST SIDE OF THE CIRCLE DRIVE
 OC0269'AND 15 FEET EAST OF THE ROAD. THE STATION IS 135 FEET NORTHEAST OF RM
 OC0269'2 AND 53 FT. SOUTH OF THE CELLAR HOLE OF THE OLD ARMY FIRE TOWER AND
 OC0269'75 FEET EAST OF THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0270 ***********************************************************************
 OC0270  DESIGNATION -  CAPE PORPOISE 155 RM 1
 OC0270  PID         -  OC0270
 OC0270  STATE/COUNTY-  ME/YORK
 OC0270  USGS QUAD   -  KENNEBUNKPORT (1975)
 OC0270
 OC0270                         *CURRENT SURVEY CONTROL
 OC0270  ___________________________________________________________________
 OC0270* NAD 83(1986)-  43 22 06.     (N)    070 25 58.     (W)     SCALED    
 OC0270* NAVD 88     -        10.843  (meters)      35.57   (feet)  ADJUSTED  
 OC0270  ___________________________________________________________________
 OC0270  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 OC0270  DYNAMIC HT  -          10.842 (meters)      35.57  (feet)  COMP
 OC0270  MODELED GRAV-     980,481.5   (mgal)                       NAVD 88
 OC0270
 OC0270  VERT ORDER  -  SECOND    CLASS 0
 OC0270
 OC0270.The horizontal coordinates were scaled from a topographic map and have
 OC0270.an estimated accuracy of +/- 6 seconds.
 OC0270
 OC0270.The orthometric height was determined by differential leveling
 OC0270.and adjusted by the National Geodetic Survey in June 1991..
 OC0270
 OC0270.The geoid height was determined by GEOID03.
 OC0270
 OC0270.The dynamic height is computed by dividing the NAVD 88
 OC0270.geopotential number by the normal gravity value computed on the
 OC0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0270.degrees latitude (g = 980.6199 gals.).
 OC0270
 OC0270.The modeled gravity was interpolated from observed gravity values.
 OC0270
 OC0270;                    North         East    Units  Estimated Accuracy
 OC0270;SPC ME W     -    59,470.      878,430.      MT  (+/- 180 meters Scaled)
 OC0270
 OC0270                          SUPERSEDED SURVEY CONTROL
 OC0270
 OC0270  NGVD 29 (??/??/92)   11.075  (m)           36.34   (f) ADJ UNCH    2 0
 OC0270
 OC0270.Superseded values are not recommended for survey control.
 OC0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0270.See file dsdata.txt to determine how the superseded data were derived.
 OC0270
 OC0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ839027(NAD 83)
 OC0270_MARKER: DR = REFERENCE MARK DISK
 OC0270_SETTING: 66 = SET IN ROCK OUTCROP
 OC0270_SP_SET: ROCK OUTCROP
 OC0270_STAMPING: CAPE PORPOISE 155 1941 NO 1
 OC0270_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC0270+STABILITY: POSITION/ELEVATION WELL
 OC0270
 OC0270  HISTORY     - Date     Condition        Report By
 OC0270  HISTORY     - 1941     MONUMENTED       CGS
 OC0270  HISTORY     - 1943     GOOD             NGS
 OC0270  HISTORY     - 1976     GOOD             NGS
 OC0270
 OC0270                          STATION DESCRIPTION
 OC0270
 OC0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 OC0270'AT CAPE PORPOISE.
 OC0270'0.4 MILE EAST OF CAPE PORPOISE, 0.3 MILE NORTH OF CAPE PORPOISE
 OC0270'LIGHTHOUSE, 155 FEET SOUTHEAST OF TRIANGULATION STATION CAPE
 OC0270'PORPOISE 155 (USE) DESCRIBED ABOVE, 230 FEET EAST OF THE
 OC0270'CENTERLINE OF THE ROAD, 160 FEET SOUTHEAST OF THE ARMY FIRE
 OC0270'CONTROL TOWER, AND IN A SMALL OUTCROP.
 OC0270
 OC0270                          STATION RECOVERY (1976)
 OC0270
 OC0270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0270'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0271 ***********************************************************************
 OC0271  DESIGNATION -  CAPE PORPOISE 155 RM 2
 OC0271  PID         -  OC0271
 OC0271  STATE/COUNTY-  ME/YORK
 OC0271  USGS QUAD   -  KENNEBUNKPORT (1975)
 OC0271
 OC0271                         *CURRENT SURVEY CONTROL
 OC0271  ___________________________________________________________________
 OC0271* NAD 83(1986)-  43 22 06.     (N)    070 25 58.     (W)     SCALED    
 OC0271* NAVD 88     -         8.416  (meters)      27.61   (feet)  ADJUSTED  
 OC0271  ___________________________________________________________________
 OC0271  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 OC0271  DYNAMIC HT  -           8.415 (meters)      27.61  (feet)  COMP
 OC0271  MODELED GRAV-     980,481.5   (mgal)                       NAVD 88
 OC0271
 OC0271  VERT ORDER  -  SECOND    CLASS 0
 OC0271
 OC0271.The horizontal coordinates were scaled from a topographic map and have
 OC0271.an estimated accuracy of +/- 6 seconds.
 OC0271
 OC0271.The orthometric height was determined by differential leveling
 OC0271.and adjusted by the National Geodetic Survey in June 1991..
 OC0271
 OC0271.The geoid height was determined by GEOID03.
 OC0271
 OC0271.The dynamic height is computed by dividing the NAVD 88
 OC0271.geopotential number by the normal gravity value computed on the
 OC0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0271.degrees latitude (g = 980.6199 gals.).
 OC0271
 OC0271.The modeled gravity was interpolated from observed gravity values.
 OC0271
 OC0271;                    North         East    Units  Estimated Accuracy
 OC0271;SPC ME W     -    59,470.      878,430.      MT  (+/- 180 meters Scaled)
 OC0271
 OC0271                          SUPERSEDED SURVEY CONTROL
 OC0271
 OC0271  NGVD 29 (??/??/92)    8.648  (m)           28.37   (f) ADJ UNCH    2 0
 OC0271
 OC0271.Superseded values are not recommended for survey control.
 OC0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0271.See file dsdata.txt to determine how the superseded data were derived.
 OC0271
 OC0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ839027(NAD 83)
 OC0271_MARKER: DR = REFERENCE MARK DISK
 OC0271_SETTING: 80 = SET IN A BOULDER
 OC0271_SP_SET: BOULDER
 OC0271_STAMPING: CAPE PORPOISE 155 1941 NO 2
 OC0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC0271+STABILITY: SURFACE MOTION
 OC0271
 OC0271  HISTORY     - Date     Condition        Report By
 OC0271  HISTORY     - 1941     MONUMENTED       CGS
 OC0271  HISTORY     - 1943     GOOD             NGS
 OC0271  HISTORY     - 1976     GOOD             NGS
 OC0271
 OC0271                          STATION DESCRIPTION
 OC0271
 OC0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 OC0271'AT CAPE PORPOISE.
 OC0271'0.4 MILE EAST OF CAPE PORPOISE, 0.3 MILE NORTH OF CAPE PORPOISE
 OC0271'LIGHTHOUSE, 135 FEET SOUTHWEST OF TRIANGULATION STATION CAPE
 OC0271'PORPOISE 155 (USE) DESCRIBED ABOVE, 190 FEET SOUTHWEST OF THE
 OC0271'ARMY FIRE CONTROL TOWER, 15 FEET EAST OF THE CENTERLINE OF THE
 OC0271'ROAD, AND IN A LARGE BOULDER ABOUT 4 FEET HIGH.
 OC0271
 OC0271                          STATION RECOVERY (1976)
 OC0271
 OC0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0271'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2016 ***********************************************************************
 OC2016  DESIGNATION -  CAPE PORPOISE CASINO CHIMNEY
 OC2016  PID         -  OC2016
 OC2016  STATE/COUNTY-  ME/YORK
 OC2016  USGS QUAD   -  KENNEBUNKPORT (1975)
 OC2016
 OC2016                         *CURRENT SURVEY CONTROL
 OC2016  ___________________________________________________________________
 OC2016* NAD 83(1996)-  43 21 56.75858(N)    070 25 52.16390(W)     ADJUSTED  
 OC2016* NAVD 88     -                                                        
 OC2016  ___________________________________________________________________
 OC2016  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 OC2016  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 OC2016
 OC2016  HORZ ORDER  -  THIRD
 OC2016
 OC2016.The horizontal coordinates were established by classical geodetic methods
 OC2016.and adjusted by the National Geodetic Survey in March 1998..
 OC2016
 OC2016
 OC2016.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2016
 OC2016.The geoid height was determined by GEOID03.
 OC2016
 OC2016;                    North         East     Units Scale Factor Converg.
 OC2016;SPC ME W     -    59,182.470   878,562.309   MT  0.99997232   -0 10 53.8
 OC2016;UTM  19      - 4,802,428.352   384,042.391   MT  0.99976540   -0 58 58.1
 OC2016
 OC2016                          SUPERSEDED SURVEY CONTROL
 OC2016
 OC2016  NAD 83(1992)-  43 21 56.75727(N)    070 25 52.16521(W) AD(       ) 4
 OC2016  NAD 83(1986)-  43 21 56.76292(N)    070 25 52.17074(W) AD(       ) 4
 OC2016  NAD 27      -  43 21 56.46000(N)    070 25 53.99000(W) AD(       ) 3
 OC2016
 OC2016.Superseded values are not recommended for survey control.
 OC2016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2016.See file dsdata.txt to determine how the superseded data were derived.
 OC2016
 OC2016_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ8404202428(NAD 83)
 OC2016
 OC2016  HISTORY     - Date     Condition        Report By
 OC2016  HISTORY     - 1903     MONUMENTED       CGS
 OC2016  HISTORY     - 1928     SEE DESCRIPTION  CGS
 OC2016
 OC2016                          STATION DESCRIPTION
 OC2016
 OC2016'DESCRIBED BY COAST AND GEODETIC SURVEY 1903
 OC2016'THE CASINO HAS BURNED DOWN.
 OC2016
 OC2016                          STATION RECOVERY (1928)
 OC2016
 OC2016'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928 (GCM)
 OC2016'STATION DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2015 ***********************************************************************
 OC2015  DESIGNATION -  CAPE PORPOISE CHURCH SPIRE
 OC2015  PID         -  OC2015
 OC2015  STATE/COUNTY-  ME/YORK
 OC2015  USGS QUAD   -  KENNEBUNKPORT (1975)
 OC2015
 OC2015                         *CURRENT SURVEY CONTROL
 OC2015  ___________________________________________________________________
 OC2015* NAD 83(1996)-  43 22 17.98349(N)    070 26 16.73446(W)     ADJUSTED  
 OC2015* NAVD 88     -                                                        
 OC2015  ___________________________________________________________________
 OC2015  LAPLACE CORR-           2.82  (seconds)                    DEFLEC99
 OC2015  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 OC2015
 OC2015  HORZ ORDER  -  THIRD
 OC2015
 OC2015.The horizontal coordinates were established by classical geodetic methods
 OC2015.and adjusted by the National Geodetic Survey in March 1998..
 OC2015
 OC2015
 OC2015.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2015
 OC2015.The geoid height was determined by GEOID03.
 OC2015
 OC2015;                    North         East     Units Scale Factor Converg.
 OC2015;SPC ME W     -    59,839.248   878,011.240   MT  0.99997261   -0 11 10.8
 OC2015;UTM  19      - 4,803,092.635   383,500.672   MT  0.99976695   -0 59 15.4
 OC2015
 OC2015                          SUPERSEDED SURVEY CONTROL
 OC2015
 OC2015  NAD 83(1992)-  43 22 17.98222(N)    070 26 16.73580(W) AD(       ) 4
 OC2015  NAD 83(1986)-  43 22 17.98793(N)    070 26 16.74149(W) AD(       ) 4
 OC2015  NAD 27      -  43 22 17.68000(N)    070 26 18.56000(W) AD(       ) 3
 OC2015
 OC2015.Superseded values are not recommended for survey control.
 OC2015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2015.See file dsdata.txt to determine how the superseded data were derived.
 OC2015
 OC2015_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ8350103093(NAD 83)
 OC2015
 OC2015  HISTORY     - Date     Condition        Report By
 OC2015  HISTORY     - UNK      MONUMENTED
 OC2015  HISTORY     - 1941     SEE DESCRIPTION  CGS
 OC2015  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OC2015  HISTORY     - 1982     GOOD             USPSQD
 OC2015
 OC2015                          STATION DESCRIPTION
 OC2015
 OC2015'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC2015'THIS INTERSECTION STATION IS THE SPIRE ON THE METHODIST
 OC2015'EPISCOPAL CHURCH IN CAPE PORPOISE.  THIS IS A TALL WHITE SPIRE
 OC2015'WITH A CLOCK ON EACH OF THE FOUR SIDES OF THE BASE.  IT IS LOCATED
 OC2015'DIRECTLY ACROSS THE STREET FROM THE CAPE PORPOISE POST OFFICE
 OC2015'AND IS THE ONLY SPIRE SEEN IN THE VILLAGE.
 OC2015
 OC2015                          STATION RECOVERY (1953)
 OC2015
 OC2015'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EHK)
 OC2015'THE STATION WAS RECOVERED AS DESCRIBED BY P.L.B. IN 1941 IN
 OC2015'GOOD CONDITION.  THIS STATION IS IDENTICAL WITH CAPE PORPOISE
 OC2015'METHODIST CHURCH SPIRE 1903.
 OC2015
 OC2015                          STATION RECOVERY (1982)
 OC2015
 OC2015'RECOVERY NOTE BY US POWER SQUADRON 1982 (HMB)
 OC2015'THIS INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION.  THE 1941
 OC2015'DESCRIPTION BY P.L.B. IS ADEQUATE EXCEPT THE POST OFFICE IS NO
 OC2015'LONGER ACROSS THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2028 ***********************************************************************
 OC2028  DESIGNATION -  CAPE PORPOISE FCT 1943
 OC2028  PID         -  OC2028
 OC2028  STATE/COUNTY-  ME/YORK
 OC2028  USGS QUAD   -  KENNEBUNKPORT (1975)
 OC2028
 OC2028                         *CURRENT SURVEY CONTROL
 OC2028  ___________________________________________________________________
 OC2028* NAD 83(1996)-  43 22 07.47658(N)    070 25 58.69492(W)     ADJUSTED  
 OC2028* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 OC2028  ___________________________________________________________________
 OC2028  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 OC2028  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 OC2028
 OC2028  HORZ ORDER  -  SECOND
 OC2028
 OC2028.The horizontal coordinates were established by classical geodetic methods
 OC2028.and adjusted by the National Geodetic Survey in March 1998..
 OC2028
 OC2028.The orthometric height was scaled from a topographic map.
 OC2028
 OC2028.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2028
 OC2028.The geoid height was determined by GEOID03.
 OC2028
 OC2028;                    North         East     Units Scale Factor Converg.
 OC2028;SPC ME W     -    59,513.696   878,416.321   MT  0.99997239   -0 10 58.3
 OC2028;UTM  19      - 4,802,761.518   383,901.078   MT  0.99976580   -0 59 02.8
 OC2028
 OC2028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2028!SPC ME W     -   1.00000227  x   0.99997239  =   0.99997466
 OC2028!UTM  19      -   1.00000227  x   0.99976580  =   0.99976807
 OC2028
 OC2028                          SUPERSEDED SURVEY CONTROL
 OC2028
 OC2028  NAD 83(1992)-  43 22 07.47534(N)    070 25 58.69631(W) AD(       ) 2
 OC2028  NAD 83(1986)-  43 22 07.48105(N)    070 25 58.70192(W) AD(       ) 2
 OC2028  NAD 27      -  43 22 07.17600(N)    070 26 00.51800(W) AD(       ) 2
 OC2028
 OC2028.Superseded values are not recommended for survey control.
 OC2028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2028.See file dsdata.txt to determine how the superseded data were derived.
 OC2028
 OC2028_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ8390102762(NAD 83)
 OC2028_MARKER: 57 = LOOKOUT TOWER
 OC2028
 OC2028  HISTORY     - Date     Condition        Report By
 OC2028  HISTORY     - 1943     FIRST OBSERVED   CGS
 OC2028  HISTORY     - 1982     MARK NOT FOUND   USPSQD
 OC2028
 OC2028                          STATION DESCRIPTION
 OC2028
 OC2028'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 OC2028'THE STATION IS THE FIRE CONTROL TOWER OF THE U.S. ARMY, LOCATED
 OC2028'ABOUT 0.3 MI. E-NE OF THE POST OFFICE OF CAPE PORPOISE, AND
 OC2028'0.5 MI. NW OF THE GOAT ISLAND LIGHTHOUSE.  IT IS A ROUND CONCRETE
 OC2028'STRUCTURE ABOUT 15 FT. IN DIAMETER, AND EIGHT STORIES HIGH.  POINT
 OC2028'OBSERVED UPON AND MEASURED TO WAS THE CENTER OF THE BASE OF THE
 OC2028'STRUCTURE.  THE CONTROL TOWER WAS IN THE PROCESS OF CONSTRUCTION
 OC2028'AT THE TIME THE TRAVERSE WAS MADE.  LOCATED TO STATION CAPE
 OC2028'PORPOISE 155 BY DISTANCE AND DIRECTION.
 OC2028'
 OC2028'THIS IS A TRAVERSE STATION.
 OC2028
 OC2028                          STATION RECOVERY (1982)
 OC2028
 OC2028'RECOVERY NOTE BY US POWER SQUADRON 1982 (HMB)
 OC2028'THIS STATION HAS BEEN TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2031 ***********************************************************************
 OC2031  DESIGNATION -  CAPE PORPOISE LIGHTHOUSE
 OC2031  PID         -  OC2031
 OC2031  STATE/COUNTY-  ME/YORK
 OC2031  USGS QUAD   -  KENNEBUNKPORT (1975)
 OC2031
 OC2031                         *CURRENT SURVEY CONTROL
 OC2031  ___________________________________________________________________
 OC2031* NAD 83(1996)-  43 21 28.21123(N)    070 25 30.62365(W)     ADJUSTED  
 OC2031* NAVD 88     -                                                        
 OC2031  ___________________________________________________________________
 OC2031  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 OC2031  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 OC2031
 OC2031  HORZ ORDER  -  THIRD
 OC2031
 OC2031.The horizontal coordinates were established by classical geodetic methods
 OC2031.and adjusted by the National Geodetic Survey in March 1998..
 OC2031
 OC2031
 OC2031.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2031
 OC2031.The geoid height was determined by GEOID03.
 OC2031
 OC2031;                    North         East     Units Scale Factor Converg.
 OC2031;SPC ME W     -    58,299.977   879,044.553   MT  0.99997207   -0 10 38.9
 OC2031;UTM  19      - 4,801,539.388   384,512.151   MT  0.99976406   -0 58 42.8
 OC2031
 OC2031                          SUPERSEDED SURVEY CONTROL
 OC2031
 OC2031  NAD 83(1992)-  43 21 28.20997(N)    070 25 30.62501(W) AD(       ) 4
 OC2031  NAD 83(1986)-  43 21 28.21566(N)    070 25 30.63063(W) AD(       ) 4
 OC2031  NAD 27      -  43 21 27.90800(N)    070 25 32.46300(W) AD(       ) 3
 OC2031
 OC2031.Superseded values are not recommended for survey control.
 OC2031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2031.See file dsdata.txt to determine how the superseded data were derived.
 OC2031
 OC2031_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ8451201539(NAD 83)
 OC2031
 OC2031  HISTORY     - Date     Condition        Report By
 OC2031  HISTORY     - UNK      MONUMENTED
 OC2031  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OC2031
 OC2031                          STATION DESCRIPTION
 OC2031
 OC2031'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (EHK)
 OC2031'STATION WAS DESTROYED.  THE LIGHTHOUSE WAS REBUILT IN 1859 AS
 OC2031'GOAT ISLAND LIGHTHOUSE.  SEE NO. 157-LIGHT LIST, ATLANTIC AND
 OC2031'GULF COASTS, 1952.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1135 ***********************************************************************
 PD1135  DESIGNATION -  CAPE SCHOOLHOUSE CHIMNEY
 PD1135  PID         -  PD1135
 PD1135  STATE/COUNTY-  ME/WASHINGTON
 PD1135  USGS QUAD   -  ADDISON (1975)
 PD1135
 PD1135                         *CURRENT SURVEY CONTROL
 PD1135  ___________________________________________________________________
 PD1135* NAD 83(1996)-  44 31 02.96342(N)    067 44 04.52036(W)     ADJUSTED  
 PD1135* NAVD 88     -                                                        
 PD1135  ___________________________________________________________________
 PD1135  LAPLACE CORR-           4.22  (seconds)                    DEFLEC99
 PD1135  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 PD1135
 PD1135  HORZ ORDER  -  THIRD
 PD1135
 PD1135.The horizontal coordinates were established by classical geodetic methods
 PD1135.and adjusted by the National Geodetic Survey in March 1998..
 PD1135
 PD1135
 PD1135.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1135
 PD1135.The geoid height was determined by GEOID03.
 PD1135
 PD1135;                    North         East     Units Scale Factor Converg.
 PD1135;SPC ME E     -    94,813.919   360,848.550   MT  0.99994552   +0 32 12.0
 PD1135;UTM  19      - 4,930,130.608   600,567.401   MT  0.99972437   +0 53 14.2
 PD1135
 PD1135                          SUPERSEDED SURVEY CONTROL
 PD1135
 PD1135  NAD 83(1992)-  44 31 02.95978(N)    067 44 04.52035(W) AD(       ) 4
 PD1135  NAD 83(1986)-  44 31 02.95601(N)    067 44 04.52387(W) AD(       ) 4
 PD1135  NAD 27      -  44 31 02.68000(N)    067 44 06.54000(W) AD(       ) 3
 PD1135
 PD1135.Superseded values are not recommended for survey control.
 PD1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1135.See file dsdata.txt to determine how the superseded data were derived.
 PD1135
 PD1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK0056730131(NAD 83)
 PD1135
 PD1135  HISTORY     - Date     Condition        Report By
 PD1135  HISTORY     - UNK      MONUMENTED
 PD1135  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PD1135
 PD1135                          STATION DESCRIPTION
 PD1135
 PD1135'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PD1135'THIS INTERSECTION STATION IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0554 ***********************************************************************
 OB0554  DESIGNATION -  CAPE SMALL
 OB0554  PID         -  OB0554
 OB0554  STATE/COUNTY-  ME/SAGADAHOC
 OB0554  USGS QUAD   -  PHIPPSBURG (1957)
 OB0554
 OB0554                         *CURRENT SURVEY CONTROL
 OB0554  ___________________________________________________________________
 OB0554* NAD 83(1996)-  43 46 42.87649(N)    069 50 42.26065(W)     ADJUSTED  
 OB0554* NAVD 88     -        73.     (meters)     240.     (feet)  SCALED    
 OB0554  ___________________________________________________________________
 OB0554  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 OB0554  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 OB0554
 OB0554  HORZ ORDER  -  FIRST
 OB0554
 OB0554.The horizontal coordinates were established by classical geodetic methods
 OB0554.and adjusted by the National Geodetic Survey in March 1998..
 OB0554
 OB0554.The orthometric height was scaled from a topographic map.
 OB0554
 OB0554.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0554
 OB0554.The geoid height was determined by GEOID03.
 OB0554
 OB0554;                    North         East     Units Scale Factor Converg.
 OB0554;SPC ME W     -   105,062.090   925,888.728   MT  0.99997491   +0 13 21.0
 OB0554;UTM  19      - 4,847,627.326   431,995.499   MT  0.99965688   -0 35 04.9
 OB0554
 OB0554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0554!SPC ME W     -   0.99999262  x   0.99997491  =   0.99996753
 OB0554!UTM  19      -   0.99999262  x   0.99965688  =   0.99964950
 OB0554
 OB0554:                Primary Azimuth Mark                     Grid Az
 OB0554:SPC ME W     -  BURNT LEDGE JR 1866                      008 26 54.5
 OB0554:UTM  19      -  BURNT LEDGE JR 1866                      009 15 20.4
 OB0554
 OB0554|---------------------------------------------------------------------|
 OB0554| PID    Reference Object                     Distance      Geod. Az  |
 OB0554|                                                           dddmmss.s |
 OB0554| OB0555 BURNT LEDGE JR 1866                 APPROX. 2.2 KM 0084015.5 |
 OB0554| OB0531 MT MERRITT 2                        APPROX. 1.3 KM 2083443.8 |
 OB0554|---------------------------------------------------------------------|
 OB0554
 OB0554                          SUPERSEDED SURVEY CONTROL
 OB0554
 OB0554  NAD 83(1992)-  43 46 42.87431(N)    069 50 42.25948(W) AD(       ) 1
 OB0554  NAD 83(1986)-  43 46 42.88001(N)    069 50 42.26497(W) AD(       ) 1
 OB0554  NAD 27      -  43 46 42.57400(N)    069 50 44.10300(W) AD(       ) 1
 OB0554
 OB0554.Superseded values are not recommended for survey control.
 OB0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0554.See file dsdata.txt to determine how the superseded data were derived.
 OB0554
 OB0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3199547627(NAD 83)
 OB0554
 OB0554  HISTORY     - Date     Condition        Report By
 OB0554  HISTORY     - 1852     MONUMENTED       CGS
 OB0554  HISTORY     - 1911     SEE DESCRIPTION  CGS
 OB0554  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OB0554  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0554  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OB0554  HISTORY     - 1952     SEE DESCRIPTION  CGS
 OB0554
 OB0554                          STATION DESCRIPTION
 OB0554
 OB0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1911
 OB0554'THE STATION IS ON A HIGH HILL ON CAPE SMALL PENINSULA, ABOUT 10
 OB0554'MILES FROM BATH, ABOUT 5-1/2 MILES N OF SMALL POINT, ABOUT 1-1/4
 OB0554'MILES E OF NEW MEADOWS RIVER, AND ABOUT 2-1/4 MILES W OF PARKERS
 OB0554'HEAD VILLAGE (ON THE KENNEBEC RIVER).  THE STATION IS MARKED BY
 OB0554'A GRANITE POST SET IN THE GROUND SO THAT ITS TOP IS ABOUT ON THE
 OB0554'SURFACE LEVEL.  TWO DIAGONAL LINES ARE CUT IN THE TOP OF THIS
 OB0554'POST AND A 3/4-INCH DRILL HOLE AT THEIR INTERSECTION MARKS THE
 OB0554'CENTER.  THREE SIMILAR POSTS ARE SET AS REFERENCE MARKS, VIZ,
 OB0554'ONE 3 FEET TO THE N, ONE 5 FEET TO THE S, AND ONE 5 FEET TO THE
 OB0554'E OF THE STATION.  THESE REFERENCE POSTS HAVE EACH A DRILL
 OB0554'HOLE IN THE TOP, BUT NO DIAGONAL LINES, AND ARE ALL SUNK SO
 OB0554'THAT THEIR TOPS ARE LEVEL WITH THE SURFACE OF THE GROUND.
 OB0554'THE STATION IS ENTIRELY SURROUNDED BY TREES, SO THAT NO VIEW
 OB0554'IN ANY DIRECTION IS OBTAINABLE WITHOUT BUILDING UP OR CUTTING.
 OB0554
 OB0554                          STATION RECOVERY (1933)
 OB0554
 OB0554'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OB0554'NO CARD FOR THIS STATION WAS TURNED IN BY MR. DURGIN, BUT HIS
 OB0554'PROGRESS SKETCH (MAINE NO. 120, SHEET 2) SHOWS IT TO HAVE BEEN
 OB0554'RECOVERED AND USED BY HIS PARTY IN 1933.
 OB0554
 OB0554                          STATION RECOVERY (1942)
 OB0554
 OB0554'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OB0554'THIS STATION WAS SEARCHED FOR BUT NOT FOUND.  IF AN AZIMUTH
 OB0554'WOULD BE TAKEN FROM BURNT LEDGE IT PROBABLY COULD BE RECOVERED.
 OB0554
 OB0554                          STATION RECOVERY (1948)
 OB0554
 OB0554'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (HSS)
 OB0554'STATION IS ON HIGH LAND ON THE PHIPPSBURG PENINSULA, AS PREVIOUSLY
 OB0554'DESCRIBED.  AS NO TRAIL WAS KNOWN LEADING TO THE VICINITY OF THE
 OB0554'STATION THE POSITION WAS PLOTTED ON A TOPOGRAPHIC MAP AND WAS
 OB0554'APPROACHED FROM THE NEAREST HIGHWAY, ROUTE 209, DISTANT A LITTLE
 OB0554'MORE THAN 1/2 MILE.  ABOUT 0.7 MILE N OF THE JUNCTION OF ROUTES
 OB0554'209 AND 217 THERE IS A HOUSE (OCCUPIED IN 1948 BY CLIFFORD
 OB0554'ROBINSON) ON A HIGH BANK ON THE E SIDE OF ROUTE 209, AND
 OB0554'OPPOSITE THE HOUSE, ON THE W SIDE OF THE ROAD, IS A BARBED-WIRE
 OB0554'FENCE WHICH WAS FOLLOWED TO ITS END, AND THENCE THE ROUTE WAS
 OB0554'THROUGH SMALL TREES AND BRUSH, WITH SEVERAL HIGH EXPOSED
 OB0554'LEDGES.  (ANOTHER POSSIBLE ROUTE WOULD BE FROM MOUNT
 OB0554'MERRITT 2, WHICH WOULD BE LONGER BUT PROBABLY MORE OPEN AND NOT SO
 OB0554'STEEP.) THERE IS NO WELL-DEFINED SUMMIT AND THEREFORE THE STATION
 OB0554'IS DIFFICULT TO FIND, BUT IT IS IN A TRACT WHERE THE TREES, MANY
 OB0554'OF THEM EVERGREENS, ARE TALLER THAN THE SMALL DECIDUOUS TREES
 OB0554'AND BRUSH OF THE SURROUNDING REGION, AND THIS SERVES AS A
 OB0554'ROUGH WAY OF IDENTIFYING THE LOCALITY.  THE STATION WAS
 OB0554'OCCUPIED IN 1933 BY THE PARTY OF C.M. DURGIN AND
 OB0554'MEASUREMENTS WERE MADE OF THE DISTANCES AND DIRECTIONS TO THE
 OB0554'THREE REFERENCE STONES AND ALSO TO A RECT. REF. STONE, 9.84
 OB0554'METERS NW OF THE STATION.  THIS MONUMENT WAS RECOVERED DURING THE
 OB0554'1948 VISIT AND IT UNDOUBTEDLY MARKS THE LATITUDE STATION OF 1851,
 OB0554'DESCRIBED AS 6.53 METERS N AND 7.16 METERS W.  IT IS ABOUT 2
 OB0554'FEET SQUARE AND 3 FEET HIGH AND SERVES AS THE BEST LANDMARK FOR
 OB0554'FINDING THE TRIANGULATION STATION.  NO DRILL HOLE OR OTHER MARK
 OB0554'WAS SEEN ON ITS TOP.  A FEW FEET WEST OF THE MONUMENT A STONE
 OB0554'POST 9 BY 12 INCHES BY 3 FEET LONG WAS FOUND LYING ON ITS SIDE.
 OB0554'THE STONE MARKING THE TRIANGULATION STATION WAS NOT ACTUALLY
 OB0554'SEEN DURING THIS VISIT AS TIME WAS LIMITED, BUT IT PROBABLY
 OB0554'STILL EXISTS, BURIED UNDER SMALL ROCKS, FALLEN LEAVES, ETC.
 OB0554'THIS STATION IS MUCH LESS ACCESSIBLE THAN MOUNT MERRITT 2, IS IN
 OB0554'A LESS SATISFACTORY LOCATION, AND IS NOT SO WELL MARKED
 OB0554'(BURIED STONE POSTS RATHER THAN TABLETS IN BEDROCK), BUT IT
 OB0554'IS OF HISTORIC INTEREST, BEING ONE OF PROF. BACHES OLD
 OB0554'STATIONS.
 OB0554
 OB0554                          STATION RECOVERY (1952)
 OB0554
 OB0554'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (HSS)
 OB0554'IN OCTOBER 1952 I FOUND THE STATION MARK AND THREE REFERENCE MARKS
 OB0554'AT THIS STATION.  ALL FOUR OF THE STONES WERE COVERED WITH 2 OR
 OB0554'3 INCHES OF DEAD LEAVES AND HUMUS AND WERE FOUND ONLY AFTER
 OB0554'LAYING OFF THE DISTANCE (32.3 FT.) AND AZIMUTH (ABOUT S 47-1/2
 OB0554'DEG E TRUE) FROM THE LARGE STONE MONUMENT MENTIONED IN MY 1948
 OB0554'RECOVERY NOTE, AND DOING SOME DIGGING.  ALL THE STONES WERE
 OB0554'FIRMLY IN PLACE, BUT THERE IS NO ASSURANCE THAT THEY MAY NOT HAVE
 OB0554'SHIFTED SLIGHTLY IN POSITION, DUE TO FROST ACTION OR OTHER
 OB0554'CAUSES, DURING THE ONE HUNDRED YEARS SINCE THEY WERE SET.  THE
 OB0554'STATION MARK IS ABOUT 4-1/2 X 5-1/4 INCHES AND THE DIAGONAL
 OB0554'LINES AND DRILL HOLE WERE IN GOOD CONDITION.  THE NORTH AND
 OB0554'SOUTH REFERENCE STONES, EACH ABOUT 5 INCHES SQUARE AND EACH
 OB0554'WITH A DRILL HOLE, WERE ALSO IN GOOD CONDITION.  THE EAST STONE IS
 OB0554'ABOUT 4-3/4 X 6-1/2 INCHES AND HAS NO DRILL HOLE.  THE
 OB0554'STATEMENTS IN MY 1948 RECOVERY NOTE STILL APPLY.  THERE IS NO
 OB0554'TRAIL TO THE STATION AND I HAVE REACHED IT BOTH FROM ROUTE 209,
 OB0554'EAST OF THE STATION, AND FROM THE VICINITY OF MOUNT MERRITT 2,
 OB0554'THE LATTER ROUTE BEING MUCH LONGER BUT MORE OPEN AND EASIER TO
 OB0554'FOLLOW.  THE VIEW FROM THE STATION IS WHOLLY OBSTRUCTED BY
 OB0554'TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0475 ***********************************************************************
 OB0475  DESIGNATION -  CAPE SMALL NORTH WATER TOWER
 OB0475  PID         -  OB0475
 OB0475  STATE/COUNTY-  ME/SAGADAHOC
 OB0475  USGS QUAD   -  SMALL POINT (1957)
 OB0475
 OB0475                         *CURRENT SURVEY CONTROL
 OB0475  ___________________________________________________________________
 OB0475* NAD 83(1996)-  43 43 26.02418(N)    069 50 17.83173(W)     ADJUSTED  
 OB0475* NAVD 88     -                                                        
 OB0475  ___________________________________________________________________
 OB0475  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 OB0475  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 OB0475
 OB0475  HORZ ORDER  -  THIRD
 OB0475
 OB0475.The horizontal coordinates were established by classical geodetic methods
 OB0475.and adjusted by the National Geodetic Survey in March 1998..
 OB0475
 OB0475
 OB0475.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0475
 OB0475.The geoid height was determined by GEOID03.
 OB0475
 OB0475;                    North         East     Units Scale Factor Converg.
 OB0475;SPC ME W     -    98,988.947   926,459.073   MT  0.99997527   +0 13 37.1
 OB0475;UTM  19      - 4,841,548.691   432,480.117   MT  0.99965607   -0 34 46.0
 OB0475
 OB0475                          SUPERSEDED SURVEY CONTROL
 OB0475
 OB0475  NAD 83(1992)-  43 43 26.02161(N)    069 50 17.83051(W) AD(       ) 4
 OB0475  NAD 83(1986)-  43 43 26.02739(N)    069 50 17.83609(W) AD(       ) 4
 OB0475  NAD 27      -  43 43 25.72500(N)    069 50 19.64500(W) AD(       ) 3
 OB0475
 OB0475.Superseded values are not recommended for survey control.
 OB0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0475.See file dsdata.txt to determine how the superseded data were derived.
 OB0475
 OB0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3248041549(NAD 83)
 OB0475
 OB0475  HISTORY     - Date     Condition        Report By
 OB0475  HISTORY     - UNK      MONUMENTED
 OB0475  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0475  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OB0475
 OB0475                          STATION DESCRIPTION
 OB0475
 OB0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OB0475'RECOVERED WITHOUT A DESCRIPTION.  STATION IS A STEEL WATER TANK
 OB0475'SUPPORTED BY FOUR STEEL COLUMN LEGS.  IT STANDS ABOUT 70 FEET
 OB0475'ABOVE THE GROUND ON THE SUMMIT OF THE HILL.  TANK TOP CAN BE SEEN
 OB0475'ABOVE TREE TOPS.
 OB0475
 OB0475                          STATION RECOVERY (1943)
 OB0475
 OB0475'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 OB0475'FOUND IN GOOD CONDITION.  THIS IS THE ONLY TANK ON CAPE SMALL
 OB0475'POINT NOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0476 ***********************************************************************
 OB0476  DESIGNATION -  CAPE SMALL SOUTH WATER TOWER
 OB0476  PID         -  OB0476
 OB0476  STATE/COUNTY-  ME/SAGADAHOC
 OB0476  USGS QUAD   -  SMALL POINT (1957)
 OB0476
 OB0476                         *CURRENT SURVEY CONTROL
 OB0476  ___________________________________________________________________
 OB0476* NAD 83(1996)-  43 43 25.28270(N)    069 50 17.68186(W)     ADJUSTED  
 OB0476* NAVD 88     -                                                        
 OB0476  ___________________________________________________________________
 OB0476  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 OB0476  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 OB0476
 OB0476  HORZ ORDER  -  THIRD
 OB0476
 OB0476.The horizontal coordinates were established by classical geodetic methods
 OB0476.and adjusted by the National Geodetic Survey in March 1998..
 OB0476
 OB0476
 OB0476.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0476
 OB0476.The geoid height was determined by GEOID03.
 OB0476
 OB0476;                    North         East     Units Scale Factor Converg.
 OB0476;SPC ME W     -    98,966.076   926,462.518   MT  0.99997528   +0 13 37.2
 OB0476;UTM  19      - 4,841,525.782   432,483.239   MT  0.99965607   -0 34 45.8
 OB0476
 OB0476                          SUPERSEDED SURVEY CONTROL
 OB0476
 OB0476  NAD 83(1992)-  43 43 25.28014(N)    069 50 17.68076(W) AD(       ) 4
 OB0476  NAD 83(1986)-  43 43 25.28591(N)    069 50 17.68616(W) AD(       ) 4
 OB0476  NAD 27      -  43 43 24.97800(N)    069 50 19.52100(W) AD(       ) 3
 OB0476
 OB0476.Superseded values are not recommended for survey control.
 OB0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0476.See file dsdata.txt to determine how the superseded data were derived.
 OB0476
 OB0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3248341526(NAD 83)
 OB0476
 OB0476  HISTORY     - Date     Condition        Report By
 OB0476  HISTORY     - UNK      MONUMENTED
 OB0476  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OB0476  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0476
 OB0476                          STATION DESCRIPTION
 OB0476
 OB0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OB0476'THIS STATION RECOVERED.  THIS IS THE SOUTHERNMOST OF 2 WATER
 OB0476'TANKS ON CAPE SMALL POINT.
 OB0476
 OB0476                          STATION RECOVERY (1942)
 OB0476
 OB0476'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OB0476'THE FOUNDATIONS FOR THE SUPPORTING LEGS ARE STILL IN PLACE BUT
 OB0476'WOODEN TANK WAS TORN DOWN SOON AFTER 1933 WHEN THE NEW WATER
 OB0476'TANK WAS BUILT JUST TO THE N.
 OB0476'
 OB0476'STATION IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1051 ***********************************************************************
 PD1051  DESIGNATION -  CAPE SPLIT 2 1881
 PD1051  PID         -  PD1051
 PD1051  STATE/COUNTY-  ME/WASHINGTON
 PD1051  USGS QUAD   -  DRISKO ISLAND (1975)
 PD1051
 PD1051                         *CURRENT SURVEY CONTROL
 PD1051  ___________________________________________________________________
 PD1051* NAD 83(1996)-  44 29 55.51545(N)    067 44 32.06360(W)     ADJUSTED  
 PD1051* NAVD 88     -        40.     (meters)     131.     (feet)  SCALED    
 PD1051  ___________________________________________________________________
 PD1051  LAPLACE CORR-           3.84  (seconds)                    DEFLEC99
 PD1051  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 PD1051
 PD1051  HORZ ORDER  -  THIRD
 PD1051
 PD1051.The horizontal coordinates were established by classical geodetic methods
 PD1051.and adjusted by the National Geodetic Survey in March 1998..
 PD1051
 PD1051.The orthometric height was scaled from a topographic map.
 PD1051
 PD1051.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1051
 PD1051.The geoid height was determined by GEOID03.
 PD1051
 PD1051;                    North         East     Units Scale Factor Converg.
 PD1051;SPC ME E     -    92,726.520   360,259.620   MT  0.99994464   +0 31 52.1
 PD1051;UTM  19      - 4,928,040.108   599,991.382   MT  0.99972295   +0 52 53.9
 PD1051
 PD1051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD1051!SPC ME E     -   0.99999741  x   0.99994464  =   0.99994205
 PD1051!UTM  19      -   0.99999741  x   0.99972295  =   0.99972036
 PD1051
 PD1051:                Primary Azimuth Mark                     Grid Az
 PD1051:SPC ME E     -  THREE FALLS LIFE SAV STA CUP             104 32 09.6
 PD1051:UTM  19      -  THREE FALLS LIFE SAV STA CUP             104 11 07.8
 PD1051
 PD1051|---------------------------------------------------------------------|
 PD1051| PID    Reference Object                     Distance      Geod. Az  |
 PD1051|                                                           dddmmss.s |
 PD1051| PD1047 THREE FALLS LIFE SAV STA CUP        APPROX.12.3 KM 1050401.7 |
 PD1051| PD1050 NASH ISLAND LIGHTHOUSE NEW          APPROX. 3.9 KM 1860054.5 |
 PD1051| PD1066 NORTON ISLAND BEACON                APPROX. 1.4 KM 2353056.6 |
 PD1051| PD1154 LOG RESET                           APPROX. 5.1 KM 2731335.6 |
 PD1051| PD1164 MILLBRIDGE CHURCH 1 CONG            APPROX.12.0 KM 2915040.0 |
 PD1051|---------------------------------------------------------------------|
 PD1051
 PD1051                          SUPERSEDED SURVEY CONTROL
 PD1051
 PD1051  NAD 83(1992)-  44 29 55.51178(N)    067 44 32.06385(W) AD(       ) 3
 PD1051  NAD 83(1986)-  44 29 55.50806(N)    067 44 32.06748(W) AD(       ) 3
 PD1051  NAD 27      -  44 29 55.22200(N)    067 44 34.08000(W) AD(       ) 3
 PD1051
 PD1051.Superseded values are not recommended for survey control.
 PD1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1051.See file dsdata.txt to determine how the superseded data were derived.
 PD1051
 PD1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK9999128040(NAD 83)
 PD1051
 PD1051  HISTORY     - Date     Condition        Report By
 PD1051  HISTORY     - 1881     MONUMENTED       CGS
 PD1051  HISTORY     - 1913     SEE DESCRIPTION  CGS
 PD1051  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PD1051  HISTORY     - 1959     SEE DESCRIPTION  CGS
 PD1051
 PD1051                          STATION DESCRIPTION
 PD1051
 PD1051'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 PD1051'STATION IS ON THE SUMMIT OF A PROMINENT HILL IN THE SW PART OF
 PD1051'CAPE SPLIT, EASTERN SIDE OF PLEASANT BAY.  THE HILL IS FREE FROM
 PD1051'TIMBER AND BRUSH EXCEPT ON ITS NORTHERN AND WESTERN SIDES, AND
 PD1051'THE VIEW IS NOW OBSTRUCTED IN ALL DIRECTIONS.  THE STATION IS
 PD1051'MARKED BY A DRILL HOLE AND SURROUNDING TRIANGLE ON THE LEDGE
 PD1051'WHICH CROPS OUT AT THE HIGHEST POINT OF THE HILL.  ABOUT 8 FEET
 PD1051'W OF THE STATION THERE IS A POLE SUPPORTED BY A PILE OF ROCKS,
 PD1051'PROBABLY USED BY THE UNITED STATES GEOLOGICAL SURVEY IN 1907
 PD1051'OR 1909.
 PD1051
 PD1051                          STATION RECOVERY (1934)
 PD1051
 PD1051'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PD1051'THIS STATION IS ON THE SUMMIT OF A HILL IN THE EXTREME SW PART OF
 PD1051'CAPE SPLIT, WHICH LIES ON THE EASTERN SIDE OF PLEASANT BAY ABOUT
 PD1051'2 MILES N OF NASH ISLAND LIGHT.  THE STATION IS IN THE NORTHERLY
 PD1051'END OF THE RIDGE ON THE HIGHEST PART OF THE HILL, ON A BARE LEDGE
 PD1051'ABOUT 2 FEET IN DIAMETER.
 PD1051'
 PD1051'STATION WAS RE-MARKED AND TWO REFERENCE MARKS ESTABLISHED.  ALL
 PD1051'MARKS ARE STANDARD DISKS SET IN CONCRETE IN DEPRESSIONS IN
 PD1051'OUTCROPPING BEDROCK.
 PD1051'
 PD1051'REFERENCE MARK NO. 1 IS S OF THE STATION ON A SMALL BARE LEDGE
 PD1051'WHICH MAY SOON BE COVERED WITH TURF.
 PD1051'
 PD1051'REFERENCE MARK NO. 2 IS W OF THE STATION ON A BARE LEDGE UNDER A
 PD1051'SMALL SPRUCE TREE.
 PD1051'
 PD1051'THE STATION MAY EASIEST BE REACHED BY A ROAD RUNNING DOWN THE
 PD1051'W SIDE OF CAPE SPLIT, AND ENDING AT A POINT ABOUT 25 METERS N
 PD1051'OF THE STATION.  THE LAST HALF MILE OR SO OF THIS ROAD IS PRIVATE.
 PD1051'
 PD1051'A 20-FOOT SIGNAL ANCHORED WITH ROCKS WAS BUILT IN 1934, AS THE
 PD1051'HILL IS FAIRLY WELL COVERED WITH WOODS.
 PD1051'
 PD1051'THE PILE OF ROCKS MENTIONED IN ORIGINAL DESCRIPTION WAS NOT FOUND.
 PD1051
 PD1051                          STATION RECOVERY (1959)
 PD1051
 PD1051'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GFW)
 PD1051'STATION MARK AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 PD1051'DISTANCES TO THE REFERENCE MARKS WERE VERIFIED.  THE PUBLISHED
 PD1051'DESCRIPTION IS ADEQUATE AND CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0609 ***********************************************************************
 PD0609  DESIGNATION -  CAR
 PD0609  PID         -  PD0609
 PD0609  STATE/COUNTY-  ME/WASHINGTON
 PD0609  USGS QUAD   -  EASTPORT (1977)
 PD0609
 PD0609                         *CURRENT SURVEY CONTROL
 PD0609  ___________________________________________________________________
 PD0609* NAD 83(1996)-  44 56 40.13340(N)    067 02 00.26070(W)     ADJUSTED  
 PD0609* NAVD 88     -         2.9    (meters)      10.     (feet)  VERTCON   
 PD0609  ___________________________________________________________________
 PD0609  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 PD0609  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 PD0609
 PD0609  HORZ ORDER  -  THIRD
 PD0609
 PD0609.The horizontal coordinates were established by classical geodetic methods
 PD0609.and adjusted by the National Geodetic Survey in March 1998..
 PD0609
 PD0609.The NAVD 88 height was computed by applying the VERTCON shift value to
 PD0609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PD0609
 PD0609.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0609
 PD0609.The geoid height was determined by GEOID03.
 PD0609
 PD0609;                    North         East     Units Scale Factor Converg.
 PD0609;SPC ME E     -   143,020.799   415,736.403   MT  1.00006466   +1 02 10.1
 PD0609;UTM  19      - 4,978,664.321   655,147.426   MT  0.99989599   +1 23 22.3
 PD0609
 PD0609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0609!SPC ME E     -   1.00000308  x   1.00006466  =   1.00006774
 PD0609!UTM  19      -   1.00000308  x   0.99989599  =   0.99989907
 PD0609
 PD0609                          SUPERSEDED SURVEY CONTROL
 PD0609
 PD0609  NAD 83(1992)-  44 56 40.12334(N)    067 02 00.26188(W) AD(       ) 3
 PD0609  NAD 83(1986)-  44 56 40.12174(N)    067 02 00.26042(W) AD(       ) 3
 PD0609  NGVD 29 (09/20/87)    3.1    (m)           10.     (f) VERT ANG       
 PD0609
 PD0609.Superseded values are not recommended for survey control.
 PD0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0609.See file dsdata.txt to determine how the superseded data were derived.
 PD0609
 PD0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5514778664(NAD 83)
 PD0609_MARKER: DD = SURVEY DISK
 PD0609_SETTING: 66 = SET IN ROCK OUTCROP
 PD0609_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 PD0609_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0609_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0609+STABILITY: POSITION/ELEVATION WELL
 PD0609
 PD0609  HISTORY     - Date     Condition        Report By
 PD0609  HISTORY     - 1986     MONUMENTED       NOS
 PD0609
 PD0609                          STATION DESCRIPTION
 PD0609
 PD0609'DESCRIBED BY NATIONAL OCEAN SERVICE 1986 (JGF)
 PD0609'THE STATION IS LOCATED ON THE EAST SIDE OF CARLOW ISLAND
 PD0609'JUST SOUTH OF THE PLEASANT POINT INDIAN RESERVATION.
 PD0609'
 PD0609'TO REACH, MAKE BOAT LANDING ON MOST EASTERLY POINT OF ISLAND.
 PD0609'
 PD0609'THE STATION IS A N.O.S. BRONZE DISK STAMPED---CAR 1986---, CEMENTED
 PD0609'IN A DRILL HOLE IN A ROCK LEDGE.
 PD0609'IT IS LOCATED,
 PD0609'22 METERS (72.2 FT.) WEST FROM HIGH WATER LINE.
 PD0609'27.2 METERS (89.2 FT.) FROM GRASS LINE.
 PD0609'1.2 METERS (4.0 FT.) ABOVE HIGH WATER
 PD0609'HEIGHT OF LIGHT SHOWN WAS 1.3 METERS ABOVE THE MARK.
 PD0609'
 PD0609'DESCRIBED BY J.G.FREDRICK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1173 ***********************************************************************
 PF1173  DESIGNATION -  CARIBOU
 PF1173  PID         -  PF1173
 PF1173  STATE/COUNTY-  ME/OXFORD
 PF1173  USGS QUAD   -  SPECKLED MOUNTAIN (1970)
 PF1173
 PF1173                         *CURRENT SURVEY CONTROL
 PF1173  ___________________________________________________________________
 PF1173* NAD 83(1996)-  44 20 25.16424(N)    070 55 50.31815(W)     ADJUSTED  
 PF1173* NAVD 88     -       866.     (meters)    2841.     (feet)  SCALED    
 PF1173  ___________________________________________________________________
 PF1173  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 PF1173  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 PF1173
 PF1173  HORZ ORDER  -  THIRD
 PF1173
 PF1173.The horizontal coordinates were established by classical geodetic methods
 PF1173.and adjusted by the National Geodetic Survey in March 1998..
 PF1173
 PF1173.The orthometric height was scaled from a topographic map.
 PF1173
 PF1173.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1173
 PF1173.The geoid height was determined by GEOID03.
 PF1173
 PF1173;                    North         East     Units Scale Factor Converg.
 PF1173;SPC ME W     -   167,711.203   839,077.618   MT  1.00001229   -0 32 02.3
 PF1173;UTM  19      - 4,911,485.537   346,099.136   MT  0.99989129   -1 20 58.7
 PF1173
 PF1173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1173!SPC ME W     -   0.99986844  x   1.00001229  =   0.99988073
 PF1173!UTM  19      -   0.99986844  x   0.99989129  =   0.99975975
 PF1173
 PF1173:                Primary Azimuth Mark                     Grid Az
 PF1173:SPC ME W     -  BLACK 1910                               021 55 05.1
 PF1173:UTM  19      -  BLACK 1910                               022 44 01.5
 PF1173
 PF1173|---------------------------------------------------------------------|
 PF1173| PID    Reference Object                     Distance      Geod. Az  |
 PF1173|                                                           dddmmss.s |
 PF1173| PF1166 BLACK 1910                          APPROX.14.0 KM 0212302.8 |
 PF1173|---------------------------------------------------------------------|
 PF1173
 PF1173                          SUPERSEDED SURVEY CONTROL
 PF1173
 PF1173  NAD 83(1992)-  44 20 25.16241(N)    070 55 50.32649(W) AD(       ) 3
 PF1173  NAD 83(1992)-  44 20 25.16452(N)    070 55 50.31938(W) AD(       ) 3
 PF1173  NAD 83(1986)-  44 20 25.17236(N)    070 55 50.31937(W) AD(       ) 3
 PF1173  NAD 27      -  44 20 24.91527(N)    070 55 52.11642(W) AD(       ) 3
 PF1173
 PF1173.Superseded values are not recommended for survey control.
 PF1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1173.See file dsdata.txt to determine how the superseded data were derived.
 PF1173
 PF1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK4609911486(NAD 83)
 PF1173_MARKER: DD = SURVEY DISK
 PF1173_SETTING: 66 = SET IN ROCK OUTCROP
 PF1173_SP_SET: SET IN ROCK OUTCROP
 PF1173_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PF1173+STABILITY: POSITION/ELEVATION WELL
 PF1173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PF1173+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2005
 PF1173
 PF1173  HISTORY     - Date     Condition        Report By
 PF1173  HISTORY     - 1910     MONUMENTED       USGS
 PF1173  HISTORY     - 20050529 GOOD             GEOCAC
 PF1173
 PF1173                          STATION DESCRIPTION
 PF1173
 PF1173'DESCRIBED BY US GEOLOGICAL SURVEY 1910
 PF1173'A HIGH, BALD MOUNTAIN RIDGE ABOUT 5.0 MI SW. OF WEST BETHEL.  STATION
 PF1173'CAN BE REACHED BY DRIVING TO FRED L. ORDWAYS PLACE, THENCE TO A POINT
 PF1173'ABOUT 2.5 MI ABOVE, WHENCE A WELL CLEARED PATCH LEADS TO SUMMIT.  NEAR
 PF1173'THE SUMMIT IS A CABIN BUILT BY MR. ORDWAY AND SUPPLIED WITH STOVE,
 PF1173'COOKING UTENSILS, WATER FROM NEAR SPRING AND TELEPHONE CONNECTIONS.
 PF1173'
 PF1173'STATION MARK,  A STANDARD DISK SET IN SOLID ROCK.
 PF1173'
 PF1173'REFERENCE MARK, AN OLD COAST AND GEODETIC SURVEY DRILL HOLE WITHIN
 PF1173'A CHISELED TRIANGLE, DISTANT 2.2 FT, N 28 DEG 43 MIN W.
 PF1173
 PF1173                          STATION RECOVERY (2005)
 PF1173
 PF1173'RECOVERY NOTE BY GEOCACHING 2005 (DKA)
 PF1173'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1852 ***********************************************************************
 QF1852  DESIGNATION -  CARIBOU
 QF1852  PID         -  QF1852
 QF1852  STATE/COUNTY-  ME/AROOSTOOK
 QF1852  USGS QUAD   -  ORIENT (1989)
 QF1852
 QF1852                         *CURRENT SURVEY CONTROL
 QF1852  ___________________________________________________________________
 QF1852* NAD 83(1996)-  45 47 54.26274(N)    067 48 29.83923(W)     ADJUSTED  
 QF1852* NAVD 88     -       128.     (meters)     420.     (feet)  SCALED    
 QF1852  ___________________________________________________________________
 QF1852  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 QF1852  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 QF1852
 QF1852  HORZ ORDER  -  THIRD
 QF1852
 QF1852.The horizontal coordinates were established by classical geodetic methods
 QF1852.and adjusted by the National Geodetic Survey in March 1998..
 QF1852
 QF1852.The orthometric height was scaled from a topographic map.
 QF1852
 QF1852.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1852
 QF1852.The geoid height was determined by GEOID03.
 QF1852
 QF1852;                    North         East     Units Scale Factor Converg.
 QF1852;SPC ME E     -   237,101.884   353,771.088   MT  0.99993553   +0 29 45.2
 QF1852;UTM  19      - 5,072,339.953   592,611.333   MT  0.99970544   +0 51 15.8
 QF1852
 QF1852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1852!SPC ME E     -   0.99998368  x   0.99993553  =   0.99991921
 QF1852!UTM  19      -   0.99998368  x   0.99970544  =   0.99968912
 QF1852
 QF1852:                Primary Azimuth Mark                     Grid Az
 QF1852:SPC ME E     -  ORIENT                                   013 37 24.1
 QF1852:UTM  19      -  ORIENT                                   013 15 53.5
 QF1852
 QF1852|---------------------------------------------------------------------|
 QF1852| PID    Reference Object                     Distance      Geod. Az  |
 QF1852|                                                           dddmmss.s |
 QF1852| QF1853 ORIENT                              APPROX. 2.0 KM 0140709.3 |
 QF1852| QF1931 REFERENCE MON 34=BLUEBERRY          464.642 METERS 1482206.2 |
 QF1852| CE8822 CARIBOU RM                            5.468 METERS 21820     |
 QF1852| CE8823 CARIBOU RM 2                          7.987 METERS 28222     |
 QF1852|---------------------------------------------------------------------|
 QF1852
 QF1852                          SUPERSEDED SURVEY CONTROL
 QF1852
 QF1852  NAD 83(1992)-  45 47 54.25992(N)    067 48 29.83771(W) AD(       ) 3
 QF1852  NAD 83(1986)-  45 47 54.26476(N)    067 48 29.85749(W) AD(       ) 3
 QF1852  NAD 27      -  45 47 54.05600(N)    067 48 31.81400(W) AD(       ) 3
 QF1852
 QF1852.Superseded values are not recommended for survey control.
 QF1852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1852.See file dsdata.txt to determine how the superseded data were derived.
 QF1852
 QF1852_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9261172340(NAD 83)
 QF1852_MARKER: DD = SURVEY DISK
 QF1852_SETTING: 80 = SET IN A BOULDER
 QF1852_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF1852
 QF1852  HISTORY     - Date     Condition        Report By
 QF1852  HISTORY     - 1911     MONUMENTED       IBC
 QF1852  HISTORY     - 1916     SEE DESCRIPTION  IBC
 QF1852  HISTORY     - 1942     SEE DESCRIPTION  CGS
 QF1852  HISTORY     - 1955     GOOD             IBC
 QF1852
 QF1852                          STATION DESCRIPTION
 QF1852
 QF1852'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JEM)
 QF1852'ON CARIBOU POINT IN THE N PART OF GRAND LAKE, ON A SMALL ROCK ON THE
 QF1852'BEACH NEAR THE EDGE OF HIGH WATER, 20 FEET S OF THE EXTREMITY OF THE
 QF1852'POINT.  GARAGE NOW OVER RM 2, 1955.
 QF1852'
 QF1852'STATION MARK IS A SMALL BOUNDARY BRONZE DISK IN A DRILL HOLE IN THE
 QF1852'TOP OF THE ROCK.
 QF1852'
 QF1852'REFERENCE MARK 1 IS A CROSS SURROUNDED BY A TRIANGLE CUT IN THE FACE
 QF1852'OF A COARSE CONGLOMERATE ROCK NEARLY FLUSH WITH THE GROUND S OF THE
 QF1852'STATION.  THERE IS AN EYEBOLT IN THIS ROCK.
 QF1852'
 QF1852'REFERENCE MARK 2 IS A DRILL HOLE IN A ROCK INLAND FROM THE STATION.
 QF1852
 QF1852                          STATION RECOVERY (1916)
 QF1852
 QF1852'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1916
 QF1852'IN CARIBOU TOWNSHIP, ON LOT 48, OWNED BY ELMER CHESLEY.  THE
 QF1852'HILL IS QUITE PROMINENT AND IS LOCALLY KNOWN AS OLD HIGGINS
 QF1852'HILL, AND IS ABOUT 6 MILES FROM FORT FAIRFIELD, MAINE.  THE HILL
 QF1852'IS PARTLY CLEARED ON TOP AND PARTLY COVERED WITH A HEAVY GROWTH
 QF1852'OF MAPLE.  THE STATION IS ABOUT 100 FEET S OF THE N LINE OF
 QF1852'CHESLEYS FARM AND ABOUT 300 FEET E OF THE HIGHEST POINT OF THE
 QF1852'HILL, AND MAY BE REACHED BY TAKING THE LANE BACK FROM CHESLEYS
 QF1852'HOUSE TO THE TOP OF THE HILL.
 QF1852'
 QF1852'STATION MARK--STANDARD BOLT OF THE GEODETIC SURVEY OF CANADA
 QF1852'SET IN AN IRREGULAR MASS OF CONCRETE WHOSE BOTTOM IS 3-1/2 FEET
 QF1852'AND TOP ABOUT 1 FOOT BELOW THE SURFACE OF THE GROUND.  A PYRAMID
 QF1852'OF BOULDERS, RISING A FOOT OR TWO ABOVE THE SURFACE, WAS ERECTED
 QF1852'OVER THIS MARK.
 QF1852
 QF1852                          STATION RECOVERY (1942)
 QF1852
 QF1852'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (HJB)
 QF1852'THE HILL MENTIONED IN THE DESCRIPTION HAS BEEN CLEARED, THE
 QF1852'PILE OF BOULDERS REMOVED AND THE LAND PLANTED IN POTATOES.  WITH
 QF1852'ONLY THE ESTIMATED DISTANCES MENTIONED IN THE DESCRIPTION, AN
 QF1852'ATTEMPT AT RECOVERING THIS MARK WOULD MEAN DIGGING UP THE GROUND
 QF1852'NOW UNDER CULTIVATION, SO NO SEARCH WAS MADE FOR THE STATION.
 QF1852'
 QF1852'THE LAND IS NOW OWNED BY THE SPRAGUE ESTATE AND THE HILL IS
 QF1852'KNOWN AS GREEN RIDGE.  MRS. SPRAGUE SAID THAT ABOUT A YEAR OR SO
 QF1852'AGO, WHEN THE FIELD WAS NOT UNDER CULTIVATION, A SURVEY PARTY
 QF1852'SEARCHED QUITE THOROUGHLY FOR THE MARK BUT IT WAS NOT FOUND.
 QF1852
 QF1852                          STATION RECOVERY (1955)
 QF1852
 QF1852'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1852'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DG7406 ***********************************************************************
 DG7406  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG7406  DESIGNATION -  CARIBOU CORS ARP
 DG7406  CORS_ID     -  CARM
 DG7406  PID         -  DG7406
 DG7406  STATE/COUNTY-  ME/AROOSTOOK
 DG7406  USGS QUAD   -  CARIBOU (1984)
 DG7406
 DG7406                         *CURRENT SURVEY CONTROL
 DG7406  ___________________________________________________________________
 DG7406* NAD 83(CORS)-  46 52 06.27560(N)    068 00 49.20456(W)     ADJUSTED  
 DG7406* NAVD 88     -                                                        
 DG7406  ___________________________________________________________________
 DG7406  EPOCH DATE  -        2002.00
 DG7406  X           -   1,635,500.720 (meters)                     COMP
 DG7406  Y           -  -4,050,788.200 (meters)                     COMP
 DG7406  Z           -   4,631,903.579 (meters)                     COMP
 DG7406  ELLIP HEIGHT-         175.25  (meters)          (10/??/04) GPS OBS
 DG7406  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 DG7406
 DG7406  HORZ ORDER  -  SPECIAL (CORS)
 DG7406  ELLP ORDER  -  SPECIAL (CORS)
 DG7406
 DG7406.ITRF positions are available for this station.
 DG7406.The coordinates were established by GPS observations
 DG7406.and adjusted by the National Geodetic Survey in October 2004..
 DG7406.The coordinates are valid at the epoch date displayed above.
 DG7406.The epoch date for horizontal control is a decimal equivalence
 DG7406.of Year/Month/Day.
 DG7406
 DG7406
 DG7406.The PID for the CORS L1 Phase Center is DG7407.
 DG7406
 DG7406.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG7406
 DG7406.The ellipsoidal height was determined by GPS observations
 DG7406.and is referenced to NAD 83.
 DG7406
 DG7406.The geoid height was determined by GEOID03.
 DG7406
 DG7406;                    North         East     Units Scale Factor Converg.
 DG7406;SPC ME E     -   355,911.404   337,075.450   MT  0.99991689   +0 21 17.7
 DG7406
 DG7406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7406!SPC ME E     -   0.99997253  x   0.99991689  =   0.99988942
 DG7406
 DG7406                          SUPERSEDED SURVEY CONTROL
 DG7406
 DG7406.No superseded survey control is available for this station.
 DG7406
 DG7406_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM7517091013(NAD 83)
 DG7406_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG7406
 DG7406                          STATION DESCRIPTION
 DG7406
 DG7406'DESCRIBED BY NATIONAL GEODETIC SURVEY 2004
 DG7406'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG7406'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG7406'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG7406'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG7406'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DG7407 ***********************************************************************
 DG7407  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG7407  DESIGNATION -  CARIBOU CORS L1 PHASE CENTER
 DG7407  CORS_ID     -  CARM
 DG7407  PID         -  DG7407
 DG7407  STATE/COUNTY-  ME/AROOSTOOK
 DG7407  USGS QUAD   -  CARIBOU (1984)
 DG7407
 DG7407                         *CURRENT SURVEY CONTROL
 DG7407  ___________________________________________________________________
 DG7407* NAD 83(CORS)-  46 52 06.27561(N)    068 00 49.20454(W)     ADJUSTED  
 DG7407* NAVD 88     -                                                        
 DG7407  ___________________________________________________________________
 DG7407  EPOCH DATE  -        2002.00
 DG7407  X           -   1,635,500.738 (meters)                     COMP
 DG7407  Y           -  -4,050,788.244 (meters)                     COMP
 DG7407  Z           -   4,631,903.630 (meters)                     COMP
 DG7407  ELLIP HEIGHT-         175.32  (meters)          (10/??/04) GPS OBS
 DG7407  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 DG7407
 DG7407  HORZ ORDER  -  SPECIAL (CORS)
 DG7407  ELLP ORDER  -  SPECIAL (CORS)
 DG7407
 DG7407.ITRF positions are available for this station.
 DG7407.The coordinates were established by GPS observations
 DG7407.and adjusted by the National Geodetic Survey in October 2004..
 DG7407.The coordinates are valid at the epoch date displayed above.
 DG7407.The epoch date for horizontal control is a decimal equivalence
 DG7407.of Year/Month/Day.
 DG7407
 DG7407
 DG7407.The PID for the CORS ARP is DG7406.
 DG7407
 DG7407.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG7407
 DG7407.The ellipsoidal height was determined by GPS observations
 DG7407.and is referenced to NAD 83.
 DG7407
 DG7407.The geoid height was determined by GEOID03.
 DG7407
 DG7407;                    North         East     Units Scale Factor Converg.
 DG7407;SPC ME E     -   355,911.404   337,075.450   MT  0.99991689   +0 21 17.7
 DG7407
 DG7407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7407!SPC ME E     -   0.99997252  x   0.99991689  =   0.99988941
 DG7407
 DG7407                          SUPERSEDED SURVEY CONTROL
 DG7407
 DG7407.No superseded survey control is available for this station.
 DG7407
 DG7407_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM7517091013(NAD 83)
 DG7407_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG7407
 DG7407                          STATION DESCRIPTION
 DG7407
 DG7407'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG7407'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG7407'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG7407'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG7407'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG7407'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0738 ***********************************************************************
 RE0738  DESIGNATION -  CARIBOU GSC
 RE0738  PID         -  RE0738
 RE0738  STATE/COUNTY-  ME/AROOSTOOK
 RE0738  USGS QUAD   -  GOODWIN (1984)
 RE0738
 RE0738                         *CURRENT SURVEY CONTROL
 RE0738  ___________________________________________________________________
 RE0738* NAD 83(1996)-  46 47 15.67045(N)    067 56 38.63591(W)     ADJUSTED  
 RE0738* NAVD 88     -       275.8    (meters)     905.     (feet)  VERTCON   
 RE0738  ___________________________________________________________________
 RE0738  LAPLACE CORR-           4.82  (seconds)                    DEFLEC99
 RE0738  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 RE0738
 RE0738  HORZ ORDER  -  SECOND
 RE0738
 RE0738.The horizontal coordinates were established by classical geodetic methods
 RE0738.and adjusted by the National Geodetic Survey in March 1998..
 RE0738
 RE0738.The NAVD 88 height was computed by applying the VERTCON shift value to
 RE0738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RE0738
 RE0738.The Laplace correction was computed from DEFLEC99 derived deflections.
 RE0738
 RE0738.The geoid height was determined by GEOID03.
 RE0738
 RE0738;                    North         East     Units Scale Factor Converg.
 RE0738;SPC ME E     -   346,973.704   342,445.066   MT  0.99992214   +0 24 18.7
 RE0738;UTM  19      - 5,182,112.192   580,595.199   MT  0.99967984   +0 46 10.7
 RE0738
 RE0738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RE0738!SPC ME E     -   0.99996041  x   0.99992214  =   0.99988256
 RE0738!UTM  19      -   0.99996041  x   0.99967984  =   0.99964027
 RE0738
 RE0738:                Primary Azimuth Mark                     Grid Az
 RE0738:SPC ME E     -  QUAGGY JOE                               192 45 22.4
 RE0738:UTM  19      -  QUAGGY JOE                               192 23 30.4
 RE0738
 RE0738|---------------------------------------------------------------------|
 RE0738| PID    Reference Object                     Distance      Geod. Az  |
 RE0738|                                                           dddmmss.s |
 RE0738| RF0685 QUAGGY JOE                          APPROX.21.1 KM 1930941.1 |
 RE0738|---------------------------------------------------------------------|
 RE0738
 RE0738                          SUPERSEDED SURVEY CONTROL
 RE0738
 RE0738  NAD 83(1992)-  46 47 15.66705(N)    067 56 38.63223(W) AD(       ) 2
 RE0738  NAD 83(1986)-  46 47 15.66443(N)    067 56 38.63591(W) AD(       ) 2
 RE0738  NAD 27      -  46 47 15.49420(N)    067 56 40.54922(W) AD(       ) 2
 RE0738  NGVD 29 (07/19/86)  276.0    (m)          906.     (f) VERT ANG       
 RE0738
 RE0738.Superseded values are not recommended for survey control.
 RE0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0738.See file dsdata.txt to determine how the superseded data were derived.
 RE0738
 RE0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM8059582112(NAD 83)
 RE0738_MARKER: B = BOLT
 RE0738_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 RE0738_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 RE0738_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RE0738
 RE0738  HISTORY     - Date     Condition        Report By
 RE0738  HISTORY     - 1916     MONUMENTED       GSC
 RE0738
 RE0738                          STATION DESCRIPTION
 RE0738
 RE0738'DESCRIBED BY GEODETIC SURVEY OF CANADA 1916 (JLR)
 RE0738'IN CARIBOU TOWNSHIP, ON LOT 48, OWNED BY ELMER CHESLEY,  THE HILL IS
 RE0738'QUITE PROMINENT AND IS LOCALLY KNOWN AS---OLD HIGGINS HILL---, AND
 RE0738'IS ABOUT 6 MILES FROM FORT FAIRFIELD, ME.  THE HILL IS PARTLY CLEARED
 RE0738'ON TOP AND PARTLY COVERED WITH A HEAVY GROWTH OF MAPLE.  THE STATION
 RE0738'IS ABOUT 100 FEET SOUTH OF THE NORTH LINE OF CHESLEYS FARM AND ABOUT
 RE0738'300 FEET EAST OF THE HIGHEST POINT OF THE HILL, AND MAY BE REACHED BY
 RE0738'TAKING THE LANE BACK FROM CHESLEYS HOUSE TO THE TOP OF THE HILL.
 RE0738'
 RE0738'STATION MARK--STANDARD BOLT OF THE GEODETIC SURVEY OF CANADA SET IN
 RE0738'AN IRREGULAR MASS OF CONCRETE WHOSE BOTTOM IS 3-1/2 FEET AND TOP
 RE0738'ABOUT 1 FOOT BELOW THE SURFACE OF THE GROUND.  A PYRAMID OF BOULDERS,
 RE0738'RISING A FOOT OR TWO ABOVE THE SURFACE, WAS ERECTED OVER THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0849 ***********************************************************************
 RF0849  PACS        -  This is a Primary Airport Control Station.
 RF0849  DESIGNATION -  CARIPORT
 RF0849  PID         -  RF0849
 RF0849  STATE/COUNTY-  ME/AROOSTOOK
 RF0849  USGS QUAD   -  CARIBOU (1984)
 RF0849
 RF0849                         *CURRENT SURVEY CONTROL
 RF0849  ___________________________________________________________________
 RF0849* NAD 83(1996)-  46 52 08.05237(N)    068 00 53.02362(W)     ADJUSTED  
 RF0849* NAVD 88     -       187.92   (meters)     616.5    (feet)  GPS OBS   
 RF0849  ___________________________________________________________________
 RF0849  X           -   1,635,407.997 (meters)                     COMP
 RF0849  Y           -  -4,050,774.587 (meters)                     COMP
 RF0849  Z           -   4,631,933.304 (meters)                     COMP
 RF0849  LAPLACE CORR-           2.99  (seconds)                    DEFLEC99
 RF0849  ELLIP HEIGHT-         164.58  (meters)          (01/07/02) GPS OBS
 RF0849  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 RF0849
 RF0849  HORZ ORDER  -  B
 RF0849  ELLP ORDER  -  FIFTH     CLASS I
 RF0849
 RF0849.This mark is at Caribou Airport (CAR)
 RF0849
 RF0849.The horizontal coordinates were established by GPS observations
 RF0849.and adjusted by the National Geodetic Survey in July 1997..
 RF0849
 RF0849.The orthometric height was determined by GPS observations and a
 RF0849.high-resolution geoid model.
 RF0849
 RF0849.GPS derived orthometric heights for airport stations designated as
 RF0849.PACS or SACS are published to 2 decimal places.  This maintains
 RF0849.centimeter relative accuracy between the PACS and SACS.  It does
 RF0849.not indicate centimeter accuracy relative to other marks which are
 RF0849.part of the NAVD 88 network.
 RF0849
 RF0849.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RF0849
 RF0849.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0849
 RF0849.The ellipsoidal height was determined by GPS observations
 RF0849.and is referenced to NAD 83.
 RF0849
 RF0849.The geoid height was determined by GEOID03.
 RF0849
 RF0849;                    North         East     Units Scale Factor Converg.
 RF0849;SPC ME E     -   355,965.765   336,994.237   MT  0.99991682   +0 21 14.9
 RF0849;UTM  19      - 5,191,067.183   575,088.596   MT  0.99966930   +0 43 08.7
 RF0849
 RF0849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0849!SPC ME E     -   0.99997420  x   0.99991682  =   0.99989102
 RF0849!UTM  19      -   0.99997420  x   0.99966930  =   0.99964351
 RF0849
 RF0849:                Primary Azimuth Mark                     Grid Az
 RF0849:SPC ME E     -  CARIPORT AZ MK                           338 16 51.1
 RF0849:UTM  19      -  CARIPORT AZ MK                           337 54 57.3
 RF0849
 RF0849|---------------------------------------------------------------------|
 RF0849| PID    Reference Object                     Distance      Geod. Az  |
 RF0849|                                                           dddmmss.s |
 RF0849| RF0850 CARIPORT AZ MK                      462.678 METERS 3383806.0 |
 RF0849|---------------------------------------------------------------------|
 RF0849
 RF0849                          SUPERSEDED SURVEY CONTROL
 RF0849
 RF0849  ELLIP H (07/24/97)  164.57   (m)                       GP(       ) 1 1
 RF0849  NAD 83(1992)-  46 52 08.05211(N)    068 00 53.02360(W) AD(1995.00) B
 RF0849  ELLIP H (04/19/96)  164.56   (m)                       GP(1995.00) 3 1
 RF0849  NAD 83(1992)-  46 52 08.04820(N)    068 00 53.02062(W) AD(       ) 1
 RF0849  ELLIP H (01/28/95)  164.68   (m)                       GP(       ) 4 2
 RF0849  NAD 83(1986)-  46 52 08.05035(N)    068 00 53.03543(W) AD(       ) 1
 RF0849  NGVD 29 (11/20/87)  188.18   (m)          617.4    (f) LEVELING    3  
 RF0849
 RF0849.Superseded values are not recommended for survey control.
 RF0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0849.See file dsdata.txt to determine how the superseded data were derived.
 RF0849
 RF0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM7508991067(NAD 83)
 RF0849_MARKER: DH = HORIZONTAL CONTROL DISK
 RF0849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0849_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RF0849_STAMPING: CARIPORT 1985
 RF0849_MARK LOGO: NGS   
 RF0849_MAGNETIC: N = NO MAGNETIC MATERIAL
 RF0849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0849+STABILITY: SURFACE MOTION
 RF0849_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RF0849+SATELLITE: SATELLITE OBSERVATIONS - June 29, 1996
 RF0849
 RF0849  HISTORY     - Date     Condition        Report By
 RF0849  HISTORY     - 1985     MONUMENTED       NGS
 RF0849  HISTORY     - 19951015 GOOD             CHANCE
 RF0849  HISTORY     - 19960629 GOOD             NGS
 RF0849
 RF0849                          STATION DESCRIPTION
 RF0849
 RF0849'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (MRM)
 RF0849'THE STATION IS LOCATED ABOUT 1.1 KM (0.7 MI)
 RF0849'NORTH OF DOWNTOWN CARIBOU, AT THE CARIBOU MUNICIPAL AIRPORT, IN THE
 RF0849'SOUTHEAST ANGLE OF RUNWAYS 1-19 AND 11-29.
 RF0849'OWNERSHIP--CITY OF CARIBOU, JERRY DRAKE - AIRPORT MANAGER, 664 MAIN
 RF0849'STREET, CARIBOU ME 04736, PHONE 207-496-7601.
 RF0849'
 RF0849'TO REACH THE STATION FROM THE CARIBOU MUNICIPAL BUILDING IN CARIBOU,
 RF0849'GO NORTH (UPHILL) FOR 0.8 KM (0.5 MI) ON NORTH MAIN STREET TO THE
 RF0849'AIRPORT ENTRANCE ON THE LEFT AT THE NATIONAL WEATHER SERVICE OFFICE.
 RF0849'TURN LEFT AND GO WEST FOR 0.1 KM (0.05 MI) TO THE AIRPORT
 RF0849'HANGAR.  TURN LEFT AND GO NORTH FOR 0.1 KM (0.05 MI) TO RUNWAY 29.
 RF0849'TURN LEFT AND GO 0.1 KM (0.05 MI) ALONG SOUTH SIDE OF RUNWAY TO THE
 RF0849'STATION ON THE LEFT.
 RF0849'
 RF0849'THE STATION IS A STANDARD NGS DISK
 RF0849'STAMPED---CARIPORT 1985---,
 RF0849'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 RF0849'30 CM IN DIAMETER PROJECTING 2 CM ABOVE GROUND.  LOCATED
 RF0849'32.0 METERS (105.0 FT) SOUTH FROM THE APPROXIMATE CENTER OF RUNWAY
 RF0849'11-29,
 RF0849'32.0 METERS (105.0 FT) EAST-SOUTHEAST FROM THE APPROXIMATE CENTER
 RF0849'OF RUNWAY 1-19,
 RF0849'10.5 METERS (34.5 FT) SOUTHEAST FROM A RUNWAY LIGHT ADJACENT TO A
 RF0849'CONCRETE PAD MARKED ---2-4 DUCT---,
 RF0849'11.6 METERS (38 FT) SOUTHWEST FROM THE CENTER OF A GRATE ALONG THE
 RF0849'RUNWAY EDGE,
 RF0849'0.6 METERS (2.0 FT) WEST FROM A CARSONITE WITNESS POST FACING WEST
 RF0849'AND
 RF0849'0.6 METERS (2.0 FT) NORTH FROM A CARSONITE WITNESS POST FACING
 RF0849'NORTH.
 RF0849'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 RF0849'STAMPED---CARIPORT 1985---,
 RF0849'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 RF0849'
 RF0849'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK
 RF0849'STAMPED---CARIPORT 1985---,
 RF0849'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 RF0849'30 CM IN DIAMETER PROJECTING 2 CM ABOVE GROUND.  LOCATED
 RF0849'37.9 METERS (124.3 FT) WEST FROM THE APPROXIMATE CENTER OF RUNWAY
 RF0849'1-19,
 RF0849'13.9 METERS (45.6 FT) WEST FROM THE CENTER OF A GRATING,
 RF0849'34.6 METERS (113.5 FT) SOUTHWEST FROM THE SIXTH RUNWAY LIGHT FROM
 RF0849'THE END OF RUNWAY,
 RF0849'179 METERS (587 FT) NORTH FROM THE EXTENDED CENTER OF THE TAXI RAMP,
 RF0849'0.7 METERS (2.3 FT) SOUTH FROM A CARSONITE WITNESS POST FACING
 RF0849'SOUTHEAST AND
 RF0849'0.7 METERS (2.3 FT) EAST FROM A CARSONITE WITNESS POST FACING EAST.
 RF0849'TO REACH THE AZIMUTH FROM THE STATION, CROSS RUNWAY AND
 RF0849'GO NORTH FOR 0.2 KM (0.15 MI) ALONG RUNWAY 1-19 TO A TAXI RAMP.
 RF0849'CONTINUE AHEAD FOR 0.2 KM (0.1 MI) TO THE MARK ON THE LEFT, ON
 RF0849'THE WEST SIDE OF RUNWAY.
 RF0849'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 RF0849'STAMPED---CARIPORT 1985---,
 RF0849'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 RF0849'
 RF0849'NO REFERENCE MARKS WERE SET AT THIS TIME.
 RF0849'
 RF0849'FAA AIRPORT SURVEYS, MAINE, OCTOBER-NOVEMBER 1985.
 RF0849'
 RF0849'THIS STATION SUITABLE FOR GPS SURVEYS.
 RF0849'
 RF0849'DESCRIBED BY G.R. HEID.
 RF0849
 RF0849                          STATION RECOVERY (1995)
 RF0849
 RF0849'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (DS)
 RF0849'RECOVERED AS DESCRIBED WITH THE FOLLOWING INFORMATION-  THE STATION IS
 RF0849'DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION (PACS) - MAINE ANA
 RF0849'SURVEYS 1995
 RF0849
 RF0849                          STATION RECOVERY (1996)
 RF0849
 RF0849'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (KRN)
 RF0849'THE STATION IS LOCATED ABOUT 1.1 KM (0.70 MI) NORTH OF DOWNTOWN
 RF0849'CARIBOU, AT THE CARIBOU MUNICIPAL AIRPORT, IN THE SOUTHEAST ANGLE OF
 RF0849'RUNWAYS 1-19 AND 11-29.  OWNERSHIP--CITY OF CARIBOU, JERRY DRAKE -
 RF0849'AIRPORT MANAGER, 664 MAIN STREET, CARIBOU ME 04736, PHONE
 RF0849'207-496-7601.  TO REACH THE STATION FROM THE CARIBOU MUNICIPAL
 RF0849'BUILDING IN CARIBOU, GO NORTH (UPHILL) FOR 0.8 KM (0.50 MI) ON NORTH
 RF0849'MAIN STREET TO THE AIRPORT ENTRANCE ON THE LEFT AT THE NATIONAL
 RF0849'WEATHER SERVICE OFFICE.  TURN LEFT AND GO WEST FOR 0.1 KM (0.05 MI) TO
 RF0849'THE AIRPORT HANGAR.  TURN LEFT AND GO NORTH FOR 0.1 KM (0.05 MI) TO
 RF0849'RUNWAY 29.  TURN LEFT AND GO 0.1 KM (0.05 MI) ALONG SOUTH SIDE OF
 RF0849'RUNWAY TO THE STATION ON THE LEFT.  THE STATION IS A STANDARD NGS DISK
 RF0849'STAMPED---CARIPORT 1985---, SET INTO THE TOP OF A ROUND CONCRETE
 RF0849'MONUMENT 30 CM IN DIAMETER PROJECTING 2 CM ABOVE GROUND.  LOCATED 32.0
 RF0849'METERS (105.0 FT) SOUTH FROM THE APPROXIMATE CENTER OF RUNWAY 11-29,
 RF0849'32.0 METERS (105.0 FT) EAST-SOUTHEAST FROM THE APPROXIMATE CENTER OF
 RF0849'RUNWAY 1-19, 10.5 METERS (34.4 FT) SOUTHEAST FROM A RUNWAY LIGHT
 RF0849'ADJACENT TO A CONCRETE PAD MARKED ---2-4 DUCT---, 11.6 METERS (38.1
 RF0849'FT) SOUTHWEST FROM THE CENTER OF A GRATE ALONG THE RUNWAY EDGE, 0.6
 RF0849'METERS (2.0 FT) WEST FROM A CARSONITE WITNESS POST FACING WEST AND 0.6
 RF0849'METERS (2.0 FT) NORTH FROM A CARSONITE WITNESS POST FACING NORTH.  THE
 RF0849'UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED---CARIPORT 1985---,
 RF0849'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS (3.9 FT) BELOW THE
 RF0849'SURFACE.  AZIMUTH MARK NO.  1 IS A STANDARD NGS DISK
 RF0849'STAMPED---CARIPORT 1985---, SET INTO THE TOP OF A ROUND CONCRETE
 RF0849'MONUMENT 30 CM IN DIAMETER PROJECTING 2 CM ABOVE GROUND.  LOCATED 37.9
 RF0849'METERS (124.3 FT) WEST FROM THE APPROXIMATE CENTER OF RUNWAY 1-19,
 RF0849'13.9 METERS (45.6 FT) WEST FROM THE CENTER OF A GRATING, 34.6 METERS
 RF0849'(113.5 FT) SOUTHWEST FROM THE SIXTH RUNWAY LIGHT FROM THE END OF
 RF0849'RUNWAY, 179 METERS (587.3 FT) NORTH FROM THE EXTENDED CENTER OF THE
 RF0849'TAXI RAMP, 0.7 METERS (2.3 FT) SOUTH FROM A CARSONITE WITNESS POST
 RF0849'FACING SOUTHEAST AND 0.7 METERS (2.3 FT) EAST FROM A CARSONITE WITNESS
 RF0849'POST FACING EAST.  TO REACH THE AZIMUTH FROM THE STATION, CROSS RUNWAY
 RF0849'AND GO NORTH FOR 0.2 KM (0.10 MI) ALONG RUNWAY 1-19 TO A TAXI RAMP.
 RF0849'CONTINUE AHEAD FOR 0.2 KM (0.10 MI) TO THE MARK ON THE LEFT, ON THE
 RF0849'WEST SIDE OF RUNWAY.  THE UNDERGROUND MARK IS A STANDARD NGS DISK
 RF0849'STAMPED---CARIPORT 1985---, SET INTO AN IRREGULAR MASS OF CONCRETE 1.2
 RF0849'METERS (3.9 FT) BELOW THE SURFACE.  NO REFERENCE MARKS WERE SET AT
 RF0849'THIS TIME.  FAA AIRPORT SURVEYS, MAINE, OCTOBER-NOVEMBER 1985.  THIS
 RF0849'STATION SUITABLE FOR GPS SURVEYS.  THE STATION IS DESIGNATED AS A
 RF0849'PRIMARY AIRPORT CONTROL STATION (PACS) MAINE ANA SURVEYS 1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0850 ***********************************************************************
 RF0850  SACS        -  This is a Secondary Airport Control Station.
 RF0850  DESIGNATION -  CARIPORT AZ MK
 RF0850  PID         -  RF0850
 RF0850  STATE/COUNTY-  ME/AROOSTOOK
 RF0850  USGS QUAD   -  CARIBOU (1984)
 RF0850
 RF0850                         *CURRENT SURVEY CONTROL
 RF0850  ___________________________________________________________________
 RF0850* NAD 83(1996)-  46 52 22.00570(N)    068 01 00.98317(W)     ADJUSTED  
 RF0850* NAVD 88     -       188.90   (meters)     619.7    (feet)  GPS OBS   
 RF0850  ___________________________________________________________________
 RF0850  X           -   1,635,134.215 (meters)                     COMP
 RF0850  Y           -  -4,050,546.707 (meters)                     COMP
 RF0850  Z           -   4,632,228.596 (meters)                     COMP
 RF0850  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 RF0850  ELLIP HEIGHT-         165.56  (meters)          (01/07/02) GPS OBS
 RF0850  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 RF0850
 RF0850  HORZ ORDER  -  FIRST
 RF0850  ELLP ORDER  -  FIFTH     CLASS I
 RF0850
 RF0850.This mark is at Caribou Airport (CAR)
 RF0850
 RF0850.The horizontal coordinates were established by GPS observations
 RF0850.and adjusted by the National Geodetic Survey in July 1997..
 RF0850
 RF0850.The orthometric height was determined by GPS observations and a
 RF0850.high-resolution geoid model.
 RF0850
 RF0850.GPS derived orthometric heights for airport stations designated as
 RF0850.PACS or SACS are published to 2 decimal places.  This maintains
 RF0850.centimeter relative accuracy between the PACS and SACS.  It does
 RF0850.not indicate centimeter accuracy relative to other marks which are
 RF0850.part of the NAVD 88 network.
 RF0850
 RF0850.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RF0850
 RF0850.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0850
 RF0850.The ellipsoidal height was determined by GPS observations
 RF0850.and is referenced to NAD 83.
 RF0850
 RF0850.The geoid height was determined by GEOID03.
 RF0850
 RF0850;                    North         East     Units Scale Factor Converg.
 RF0850;SPC ME E     -   356,395.561   336,823.034   MT  0.99991666   +0 21 09.2
 RF0850;UTM  19      - 5,191,495.774   574,914.702   MT  0.99966898   +0 43 03.0
 RF0850
 RF0850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0850!SPC ME E     -   0.99997405  x   0.99991666  =   0.99989071
 RF0850!UTM  19      -   0.99997405  x   0.99966898  =   0.99964304
 RF0850
 RF0850:                Primary Azimuth Mark                     Grid Az
 RF0850:SPC ME E     -  CARIPORT                                 158 16 51.0
 RF0850:UTM  19      -  CARIPORT                                 157 54 57.2
 RF0850
 RF0850|---------------------------------------------------------------------|
 RF0850| PID    Reference Object                     Distance      Geod. Az  |
 RF0850|                                                           dddmmss.s |
 RF0850| RF0849 CARIPORT                            462.678 METERS 1583800.2 |
 RF0850|---------------------------------------------------------------------|
 RF0850
 RF0850                          SUPERSEDED SURVEY CONTROL
 RF0850
 RF0850  ELLIP H (07/24/97)  165.55   (m)                       GP(       ) 1 1
 RF0850  NAD 83(1992)-  46 52 22.00544(N)    068 01 00.98315(W) AD(1995.00) 1
 RF0850  ELLIP H (04/19/96)  165.54   (m)                       GP(1995.00) 3 1
 RF0850  NAD 83(1992)-  46 52 22.00145(N)    068 01 00.98065(W) AD(       ) 1
 RF0850  ELLIP H (01/28/95)  165.65   (m)                       GP(       ) 4 2
 RF0850  NAD 83(1986)-  46 52 22.00593(N)    068 01 00.98681(W) AD(       ) 1
 RF0850  NGVD 29 (11/20/87)  189.17   (m)          620.6    (f) LEVELING    3  
 RF0850
 RF0850.Superseded values are not recommended for survey control.
 RF0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0850.See file dsdata.txt to determine how the superseded data were derived.
 RF0850
 RF0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM7491591496(NAD 83)
 RF0850_MARKER: DZ = AZIMUTH MARK DISK
 RF0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0850_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RF0850_STAMPING: CARIPORT 1985
 RF0850_MARK LOGO: NGS   
 RF0850_MAGNETIC: N = NO MAGNETIC MATERIAL
 RF0850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0850+STABILITY: SURFACE MOTION
 RF0850_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RF0850+SATELLITE: SATELLITE OBSERVATIONS - June 29, 1996
 RF0850
 RF0850  HISTORY     - Date     Condition        Report By
 RF0850  HISTORY     - 1985     MONUMENTED       NGS
 RF0850  HISTORY     - 19951015 GOOD             CHANCE
 RF0850  HISTORY     - 19960629 GOOD             NGS
 RF0850
 RF0850                          STATION DESCRIPTION
 RF0850
 RF0850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (MRM)
 RF0850'THE STATION IS LOCATED ABOUT 1.1 KM (0.7 MI)
 RF0850'NORTH OF DOWNTOWN CARIBOU, AT THE CARIBOU MUNICIPAL AIRPORT, ON THE
 RF0850'WEST SIDE OF RUNWAY 1-19,
 RF0850'0.4 KM (0.25 MI) SOUTH OF THE NORTH END OF THE RUNWAY.
 RF0850'OWNERSHIP--CITY OF CARIBOU, JERRY DRAKE - AIRPORT MANAGER, 664 MAIN
 RF0850'STREET, CARIBOU ME 04736, PHONE 207-496-7601.
 RF0850'
 RF0850'TO REACH THE STATION FROM THE CARIBOU MUNICIPAL BUILDING IN CARIBOU,
 RF0850'GO NORTH (UPHILL) FOR 0.8 KM (0.5 MI) ON NORTH MAIN STREET TO THE
 RF0850'AIRPORT ENTRANCE ON THE LEFT AT THE NATIONAL WEATHER SERVICE OFFICE.
 RF0850'TURN LEFT AND GO WEST FOR 0.1 KM (0.05 MI) TO THE HANGAR.  TURN RIGHT
 RF0850'AND GO NORTH FOR 0.1 KM (0.05 MI) ACROSS THE TARMAC TO THE NORTH
 RF0850'SIDE OF RUNWAY 11-29.  TURN LEFT AND GO WEST FOR 0.2 KM (0.1 MI)
 RF0850'ALONG THE RUNWAY TO A CROSS RUNWAY.  TURN RIGHT AND GO NORTH FOR
 RF0850'0.8 KM (0.5 MI) TO THE END OF RUNWAY.  CROSS OVER AND RETURN ON
 RF0850'WEST SIDE OF RUNWAY FOR 0.4 KM (0.25 MI) TO THE STATION ON THE
 RF0850'RIGHT.
 RF0850'
 RF0850'THE STATION IS A STANDARD NGS DISK
 RF0850'STAMPED---CARIPORT 1985---,
 RF0850'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 RF0850'30 CM IN DIAMETER PROJECTING 2 CM ABOVE GROUND.  LOCATED
 RF0850'37.9 METERS (124.3 FT) WEST FROM THE APPROXIMATE CENTER OF THE
 RF0850'RUNWAY,
 RF0850'34.6 METERS (113.5 FT) SOUTHWEST FROM THE SIXTH RUNWAY LIGHT FROM
 RF0850'THE NORTH END OF THE RUNWAY,
 RF0850'179 METERS (587 FT) NORTH FROM THE EXTENDED CENTER OF A TAXI RAMP,
 RF0850'13.9 METERS (45.6 FT) WEST FROM THE CENTER OF A GRATING,
 RF0850'0.7 METERS (2.3 FT) SOUTH FROM A CARSONITE WITNESS POST FACING
 RF0850'SOUTHEAST AND
 RF0850'0.7 METERS (2.3 FT) EAST FROM A CARSONITE WITNESS POST FACING EAST.
 RF0850'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 RF0850'STAMPED---CARIPORT 1985---,
 RF0850'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 RF0850'
 RF0850'FAA AIRPORT SURVEYS, MAINE, OCTOBER-NOVEMBER 1985.
 RF0850'
 RF0850'THIS STATION SUITABLE FOR GPS SURVEYS.
 RF0850'
 RF0850'DESCRIBED BY G.R. HEID.
 RF0850
 RF0850                          STATION RECOVERY (1995)
 RF0850
 RF0850'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KB)
 RF0850'RECOVERED AS DESCRIBED WITH THE FOLLOWING INFORMATION-  THE STATION IS
 RF0850'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION (SACS) - MAINE ANA
 RF0850'SURVEYS 1995
 RF0850
 RF0850                          STATION RECOVERY (1996)
 RF0850
 RF0850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (KRN)
 RF0850'THE STATION IS LOCATED APPROXIMATELY 1.1 KM (0.70 MI) NORTH OF
 RF0850'DOWNTOWN CARIBOU, AT THE CARIBOU MUNICIPAL AIRPORT, OWNERSHIP--CITY OF
 RF0850'CARIBOU.  AIRPORT MANAGER, MR.  LARRY JARRETT, 664 MAIN STREET,
 RF0850'CARIBOU MAINE, 04736, PHONE 207-496-7601.  TO REACH THE STATION FROM
 RF0850'THE CARIBOU MUNICIPAL BUILDING IN CARIBOU, DRIVE NORTH (UPHILL) FOR
 RF0850'0.8 KM (0.50 MI) ON NORTH MAIN STREET TO THE AIRPORT ENTRANCE ON THE
 RF0850'LEFT, AT THE NATIONAL WEATHER SERVICE BUILDING.  TURN LEFT AND DRIVE
 RF0850'WEST FOR 0.1 KM (0.05 MI) ON THE PARKING APRON THEN TURN RIGHT (NORTH)
 RF0850'AND CONTINUE TO RUNWAY 11-29.  TURN LEFT (WEST) ONTO RUNWAY 11-29 AND
 RF0850'CONTINUE FOR 0.2 KM (0.10 MI) TO THE INTERSECTION WITH RUNWAY 1-19.
 RF0850'TURN RIGHT (NORTH) ONTO RUNWAY 1-19.  CONTINUE NORTH ALONG THE WEST
 RF0850'SIDE OF THE RUNWAY TWORDS RUNWAY END 19 FOR TO THE STATION ON THE
 RF0850'LEFT.  THE STATION IS A STANDARD NGS DISK STAMPED--CARIPORT 1985--SET
 RF0850'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER PROJECTING
 RF0850'2 CM ABOVE GROUND.  37.9 M (124.3 FT) WEST FROM THE CENTER OF THE
 RF0850'RUNWAY.  34.6 M (113.5 FT) SOUTHWEST FROM THE EIGHTH RUNWAY LIGHT FROM
 RF0850'THE INTERSECTION OF RUNWAY 11-29.  13.9 M (45.6 FT) (45.7) FT WEST
 RF0850'FROM THE CENTER OF THE 6TH DRAIN FROM THE INTERSECTION OF RUNWAY
 RF0850'11-29.  0.7 M (2.3 FT) EAST OF A CARSONITE WITNESS POST.  THIS STATION
 RF0850'IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION (SAC) THIS
 RF0850'STATION IS SUITABLE FOR USE AS A GPS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0852 ***********************************************************************
 PD0852  DESIGNATION -  CARLOW ISLAND CHIMNEY
 PD0852  PID         -  PD0852
 PD0852  STATE/COUNTY-  ME/WASHINGTON
 PD0852  USGS QUAD   -  EASTPORT (1977)
 PD0852
 PD0852                         *CURRENT SURVEY CONTROL
 PD0852  ___________________________________________________________________
 PD0852* NAD 83(1996)-  44 56 33.59566(N)    067 02 08.28671(W)     ADJUSTED  
 PD0852* NAVD 88     -                                                        
 PD0852  ___________________________________________________________________
 PD0852  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 PD0852  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 PD0852
 PD0852  HORZ ORDER  -  THIRD
 PD0852
 PD0852.The horizontal coordinates were established by classical geodetic methods
 PD0852.and adjusted by the National Geodetic Survey in March 1998..
 PD0852
 PD0852
 PD0852.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0852
 PD0852.The geoid height was determined by GEOID03.
 PD0852
 PD0852;                    North         East     Units Scale Factor Converg.
 PD0852;SPC ME E     -   142,815.821   415,564.110   MT  1.00006417   +1 02 04.3
 PD0852;UTM  19      - 4,978,458.320   654,976.429   MT  0.99989534   +1 23 16.4
 PD0852
 PD0852                          SUPERSEDED SURVEY CONTROL
 PD0852
 PD0852  NAD 83(1992)-  44 56 33.58527(N)    067 02 08.28768(W) AD(       ) 4
 PD0852  NAD 83(1986)-  44 56 33.58227(N)    067 02 08.28739(W) AD(       ) 4
 PD0852  NAD 27      -  44 56 33.30000(N)    067 02 10.35000(W) AD(       ) 3
 PD0852
 PD0852.Superseded values are not recommended for survey control.
 PD0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0852.See file dsdata.txt to determine how the superseded data were derived.
 PD0852
 PD0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5497678458(NAD 83)
 PD0852
 PD0852  HISTORY     - Date     Condition        Report By
 PD0852  HISTORY     - UNK      MONUMENTED
 PD0852  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0852  HISTORY     - 1956     SEE DESCRIPTION  AEROS
 PD0852
 PD0852                          STATION DESCRIPTION
 PD0852
 PD0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0852'THE VERY LARGE BRICK CHIMNEY ON MRS. BLACKS HOUSE ON THE
 PD0852'EASTERN SIDE OF CARLOW ISLAND, USED AS THE BACK MARK OF THE
 PD0852'CARLOW ISLAND RANGE.  OWING TO OUTCROPPING LEDGES THE DRAIN TILE
 PD0852'MARKING THE RANGE HAD TO BE PLACED TO THE EASTWARD OF THE
 PD0852'BARN.  IN 1913 THE CHIMNEY WAS FOUND IN GOOD CONDITION BUT THE
 PD0852'TILE WAS NOT FOUND.
 PD0852
 PD0852                          STATION RECOVERY (1956)
 PD0852
 PD0852'RECOVERY NOTE BY AERO SERVICE CORPORATION 1956
 PD0852'STATION WAS NOT RECOVERED.  HOUSE AND CHIMNEY RUINED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0773 ***********************************************************************
 PE0773  DESIGNATION -  CARMEL
 PE0773  PID         -  PE0773
 PE0773  STATE/COUNTY-  ME/PENOBSCOT
 PE0773  USGS QUAD   -  CARMEL (1982)
 PE0773
 PE0773                         *CURRENT SURVEY CONTROL
 PE0773  ___________________________________________________________________
 PE0773* NAD 83(1996)-  44 47 00.45172(N)    069 03 38.73177(W)     ADJUSTED  
 PE0773* NAVD 88     -        86.421  (meters)     283.53   (feet)  ADJUSTED  
 PE0773  ___________________________________________________________________
 PE0773  X           -   1,620,571.595 (meters)                     COMP
 PE0773  Y           -  -4,235,151.664 (meters)                     COMP
 PE0773  Z           -   4,470,343.603 (meters)                     COMP
 PE0773  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 PE0773  ELLIP HEIGHT-          61.37  (meters)          (03/06/98) GPS OBS
 PE0773  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 PE0773  DYNAMIC HT  -          86.416 (meters)     283.52  (feet)  COMP
 PE0773  MODELED GRAV-     980,568.7   (mgal)                       NAVD 88
 PE0773
 PE0773  HORZ ORDER  -  SECOND
 PE0773  VERT ORDER  -  SECOND    CLASS 0
 PE0773  ELLP ORDER  -  FOURTH    CLASS I
 PE0773
 PE0773.The horizontal coordinates were established by classical geodetic methods
 PE0773.and adjusted by the National Geodetic Survey in March 1998..
 PE0773
 PE0773.The orthometric height was determined by differential leveling
 PE0773.and adjusted by the National Geodetic Survey in June 1991..
 PE0773
 PE0773.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PE0773
 PE0773.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE0773
 PE0773.The ellipsoidal height was determined by GPS observations
 PE0773.and is referenced to NAD 83.
 PE0773
 PE0773.The geoid height was determined by GEOID03.
 PE0773
 PE0773.The dynamic height is computed by dividing the NAVD 88
 PE0773.geopotential number by the normal gravity value computed on the
 PE0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0773.degrees latitude (g = 980.6199 gals.).
 PE0773
 PE0773.The modeled gravity was interpolated from observed gravity values.
 PE0773
 PE0773;                    North         East     Units Scale Factor Converg.
 PE0773;SPC ME E     -   124,234.752   255,624.152   MT  0.99992421   -0 23 42.1
 PE0773;UTM  19      - 4,958,897.672   495,193.272   MT  0.99960028   -0 02 34.1
 PE0773
 PE0773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE0773!SPC ME E     -   0.99999038  x   0.99992421  =   0.99991459
 PE0773!UTM  19      -   0.99999038  x   0.99960028  =   0.99959066
 PE0773
 PE0773:                Primary Azimuth Mark                     Grid Az
 PE0773:SPC ME E     -  CARMEL AZ MK                             074 22 52.9
 PE0773:UTM  19      -  CARMEL AZ MK                             074 01 44.9
 PE0773
 PE0773|---------------------------------------------------------------------|
 PE0773| PID    Reference Object                     Distance      Geod. Az  |
 PE0773|                                                           dddmmss.s |
 PE0773| PE0772 CARMEL AZ MK                                       0735910.8 |
 PE0773| PE0775 CARMEL RM 1                          20.085 METERS 23120     |
 PE0773| PE2239 ETNA                                APPROX. 4.6 KM 2802619.8 |
 PE0773| PE0774 CARMEL RM 2                          14.690 METERS 29711     |
 PE0773|---------------------------------------------------------------------|
 PE0773
 PE0773                          SUPERSEDED SURVEY CONTROL
 PE0773
 PE0773  NAD 83(1992)-  44 47 00.44953(N)    069 03 38.73004(W) AD(       ) 2
 PE0773  ELLIP H (01/28/95)   61.38   (m)                       GP(       ) 4 2
 PE0773  NAD 83(1986)-  44 47 00.44817(N)    069 03 38.73899(W) AD(       ) 2
 PE0773  NAD 27      -  44 47 00.20280(N)    069 03 40.57830(W) AD(       ) 2
 PE0773  NGVD 29 (??/??/92)   86.639  (m)          284.25   (f) ADJ UNCH    2 0
 PE0773
 PE0773.Superseded values are not recommended for survey control.
 PE0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0773.See file dsdata.txt to determine how the superseded data were derived.
 PE0773
 PE0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK9519358898(NAD 83)
 PE0773_MARKER: DS = TRIANGULATION STATION DISK
 PE0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0773_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PE0773_STAMPING: CARMEL 1958
 PE0773_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0773+STABILITY: SURFACE MOTION
 PE0773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE0773+SATELLITE: SATELLITE OBSERVATIONS - 1985
 PE0773
 PE0773  HISTORY     - Date     Condition        Report By
 PE0773  HISTORY     - 1958     MONUMENTED       CGS
 PE0773  HISTORY     - 1958     GOOD             CGS
 PE0773  HISTORY     - 1984     GOOD             USPSQD
 PE0773  HISTORY     - 1984     GOOD             USPSQD
 PE0773  HISTORY     - 1985     GOOD             NGS
 PE0773
 PE0773                          STATION DESCRIPTION
 PE0773
 PE0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 PE0773'STATION IS LOCATED ABOUT 3-1/2 MILES SOUTHEAST OF ETNA, 2-1/4 MILES
 PE0773'EAST-SOUTHEAST OF ETNA CENTER AND 1 MILE SOUTH-SOUTHWEST OF
 PE0773'CARMEL.  STATION IS 55 FEET NORTH OF BARN, 29.6 FEET
 PE0773'SOUTH-SOUTHWEST OF SOUTHWEST END OF CHICKEN BARN AND 101 FEET WEST
 PE0773'OF 15 INCH APPLE TREE.  MARK SETS 1 INCH BELOW THE SURFACE
 PE0773'OF GROUND AND THE DISK IS STAMPED CARMEL 1958.
 PE0773'
 PE0773'R.M. NO. 1 IS 38.6 FEET NORTH OF FENCE, 52 FEET NORTH-NORTHWEST
 PE0773'OF NORTH-NORTHWEST END OF BARN AND 64 FEET SOUTH-SOUTHWEST OF
 PE0773'5 X 6 FOOT BOULDER.  THE MARK IS SET FLUSH IN BOULDER AND THE
 PE0773'DISK IS STAMPED CARMEL NO. 1 1958.
 PE0773'
 PE0773'R.M. NO. 2 IS 55 FEET WEST OF SOUTHWEST EDGE OF LARGE CHICKEN
 PE0773'BARN, 18 FEET EAST OF EAST EDGE OF DIELD AND 102 FEET NORTH OF
 PE0773'FENCE.  THE MARK IS SET IN A DRILL HOLE ON 5 X 6 FOOT BOULDER WHICH
 PE0773'PROJECTS 2.9 FEET AND THE DISK IS STAMPED CARMEL NO. 2 1958.
 PE0773'
 PE0773'AZIMUTH MARK IS REACHED FROM DRIVEWAY IN FRONT OF HOUSE BY GOING
 PE0773'SOUTH ON ROAD ABOUT 150 FEET TO AZIMUTH MARK ON RIGHT 6 FEET
 PE0773'WEST-SOUTHWEST OF WITNESS POST, 7.6 FEET NORTH OF 24 INCH TREE AND
 PE0773'30 FEET WEST OF CENTERLINE OF ROAD.  MARK IS SET IN A DRILL HOLE
 PE0773'IN BOULDER PROJECTS 10 INCHES AND THE DISK IS STAMPED CARMEL 1958.
 PE0773'
 PE0773'TO REACH FROM THE POST OFFICE IN CARMEL, GO WEST ON PLYMOUTH ROAD
 PE0773'FOR 0.55 MILE TO SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH FOR 0.85
 PE0773'MILE TO DRIVEWAY RIGHT AT THE HOME OF CARLTON LUCE.  TURN RIGHT
 PE0773'ONTO DRIVEWAY AND GO WEST 0.1 MILE TO FORK, TAKE RIGHT FORK AND GO
 PE0773'0.05 MILE TO HIGHEST POINT OF GROUND BETWEEN CHICKEN HOUSE AND
 PE0773'BARN TO STATION AS DESCRIBED.
 PE0773'
 PE0773'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 PE0773
 PE0773                          STATION RECOVERY (1958)
 PE0773
 PE0773'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 PE0773'1.6 MI SW FROM CARMEL.
 PE0773'0.6 MILES WEST ALONG THE ROAD TO PLYMOUTH FROM THE POST OFFICE
 PE0773'AT CARMEL, THENCE 0.85 MILES SOUTH ALONG BLACKTOP ROAD, THENCE
 PE0773'0.1 MILE WEST ALONG FARM ROAD TO FARM HOUSE AND FARM BUILDINGS,
 PE0773'30 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE CHICKEN HOUSE,
 PE0773'25.6 FEET SOUTH OF SOUTHWEST CORNER OF A TOOL SHED, 58 FEET
 PE0773'NORTH OF NORTH EDGE OF SILO, 49.7 FEET NORTH-NORTHWEST OF
 PE0773'NORTHWEST CORNER OF A LEAN-TO SHED, SET IN THE TOP OF A CONCRETE
 PE0773'POST FLUSH WITH THE GROUND.
 PE0773
 PE0773                          STATION RECOVERY (1984)
 PE0773
 PE0773'RECOVERY NOTE BY US POWER SQUADRON 1984 (ELG)
 PE0773'CARMEL 1958 RECOVERED GOOD.
 PE0773'
 PE0773'CARMEL NO. 11958 (RM DISK) RECOVERED POOR LOOSE AND REMOVABLE.
 PE0773'
 PE0773'CARMEL NO. 2 1958 (RM DISK) RECOVERED GOOD.
 PE0773'
 PE0773'CARMEL 1958 (AZ DISK) RECOVERED GOOD.
 PE0773'
 PE0773'THE DESCRIPTIONS OF 1958 ARE STILL GOOD BUT THE BUILDINGS REFERRED
 PE0773'TO ARE ALL IN DISREPAIR AND BARELY STANDING.
 PE0773
 PE0773                          STATION RECOVERY (1984)
 PE0773
 PE0773'RECOVERY NOTE BY US POWER SQUADRON 1984
 PE0773'RECOVERED IN GOOD CONDITION.
 PE0773
 PE0773                          STATION RECOVERY (1985)
 PE0773
 PE0773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (MRM)
 PE0773'THE STATION WAS RECOVERED AT THIS DATE.
 PE0773'REFERENCE MARK 1, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 PE0773'NOT SEARCHED FOR AT THIS DATE.
 PE0773'
 PE0773'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI)
 PE0773'SOUTHEAST OF ETNA AND
 PE0773'1.6 KM (1 MI) SOUTH-SOUTHWEST OF CARMEL.
 PE0773'OWNERSHIP--VIOLET LUCE, RFD 2, P.O. BOX 258, CARMEL ME 04419, PHONE
 PE0773'207-848-3705.
 PE0773'
 PE0773'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 AND
 PE0773'STATE HIGHWAY 69 (EXIT 43) WHICH IS ABOUT 6.4 KM (4 MI)
 PE0773'EAST-SOUTHEAST OF CARMEL, GO WESTERLY FOR 8.0 KM (5.0 MI) ON
 PE0773'HIGHWAY 69 TO THE JUNCTION OF HIGHWAYS 2 AND 100. TURN LEFT AND GO
 PE0773'WEST FOR 0.9 KM (0.55 MI) ON HIGHWAY 69 TO A PAVED ROAD LEFT.
 PE0773'TURN LEFT AND GO SOUTH FOR 1.1 KM (0.7 MI) ON COOK ROAD TO A GRAVEL
 PE0773'DRIVE RIGHT.  TURN RIGHT  AND GO 0.2 KM (0.1 MI) ON THE DRIVE, THEN
 PE0773'TRACK ROAD (PASSING MRS. LUCE HOUSE ON THE RIGHT), TO A POINT JUST
 PE0773'BEFORE REACHING A DESERTED HOUSE.  TURN RIGHT AND GO NORTHWEST FOR
 PE0773'70 METERS (230 FT) ACROSS GRASS TO A SMALL KNOLL WITH REMAINS OF A
 PE0773'WOOD SHED AND STATION.
 PE0773'
 PE0773'THE STATION IS A STANDARD CGS DISK
 PE0773'STAMPED---CARMEL 1958---,
 PE0773'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 PE0773'30 CM ON SIDE RECESSED 5 CM BELOW GROUND.  LOCATED
 PE0773'21.1 METERS (69.2 FT) NORTHWEST FROM THE NORTHWEST CORNER OF THE
 PE0773'DESERTED BUILDING,
 PE0773'14.8 METERS (48.6 FT) SOUTHEAST FROM A 1 METER BY 2 METERS BOULDER
 PE0773'PROJECTING 1 METER ABOVE GROUND,
 PE0773'5.0 METERS (16.4 FT) EAST FROM THE EAST EDGE OF THE COLLAPSED SHED
 PE0773'AND
 PE0773'0.5 METERS (1.6 FT) EAST FROM A 2-CM STEEL PIPE.
 PE0773'NOTE, THE 1958 DESCRIPTION INDICATES AN UNDERGROUND MARK.
 PE0773'
 PE0773'FAA AIRPORT SURVEYS, MAINE, OCTOBER-NOVEMBER 1985.
 PE0773'
 PE0773'THIS STATION SUITABLE FOR GPS SURVEYS.
 PE0773'
 PE0773'DESCRIBED BY G.R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0772 ***********************************************************************
 PE0772  DESIGNATION -  CARMEL AZ MK
 PE0772  PID         -  PE0772
 PE0772  STATE/COUNTY-  ME/PENOBSCOT
 PE0772  USGS QUAD   -  CARMEL (1982)
 PE0772
 PE0772                         *CURRENT SURVEY CONTROL
 PE0772  ___________________________________________________________________
 PE0772* NAD 83(1986)-  44 47 03.     (N)    069 03 32.     (W)     SCALED    
 PE0772* NAVD 88     -        83.569  (meters)     274.18   (feet)  ADJUSTED  
 PE0772  ___________________________________________________________________
 PE0772  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 PE0772  DYNAMIC HT  -          83.565 (meters)     274.16  (feet)  COMP
 PE0772  MODELED GRAV-     980,568.9   (mgal)                       NAVD 88
 PE0772
 PE0772  VERT ORDER  -  SECOND    CLASS 0
 PE0772
 PE0772.The horizontal coordinates were scaled from a topographic map and have
 PE0772.an estimated accuracy of +/- 6 seconds.
 PE0772
 PE0772.The orthometric height was determined by differential leveling
 PE0772.and adjusted by the National Geodetic Survey in June 1991..
 PE0772
 PE0772.The geoid height was determined by GEOID03.
 PE0772
 PE0772.The dynamic height is computed by dividing the NAVD 88
 PE0772.geopotential number by the normal gravity value computed on the
 PE0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0772.degrees latitude (g = 980.6199 gals.).
 PE0772
 PE0772.The modeled gravity was interpolated from observed gravity values.
 PE0772
 PE0772;                    North         East    Units  Estimated Accuracy
 PE0772;SPC ME E     -   124,310.      255,770.      MT  (+/- 180 meters Scaled)
 PE0772
 PE0772                          SUPERSEDED SURVEY CONTROL
 PE0772
 PE0772  NGVD 29 (??/??/92)   83.787  (m)          274.89   (f) ADJ UNCH    2 0
 PE0772
 PE0772.Superseded values are not recommended for survey control.
 PE0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0772.See file dsdata.txt to determine how the superseded data were derived.
 PE0772
 PE0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK953589(NAD 83)
 PE0772_MARKER: DZ = AZIMUTH MARK DISK
 PE0772_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 PE0772_SP_SET: UNSPECIFIED ROCK
 PE0772_STAMPING: CARMEL 1958
 PE0772_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0772
 PE0772  HISTORY     - Date     Condition        Report By
 PE0772  HISTORY     - 1958     MONUMENTED       CGS
 PE0772
 PE0772                          STATION DESCRIPTION
 PE0772
 PE0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0772'1.4 MI SW FROM CARMEL.
 PE0772'0.6 MILE WEST ALONG THE ROAD TO PLYMOUTH FROM THE POST OFFICE
 PE0772'AT CARMEL, THENCE 0.85 MILES SOUTH ALONG A BLACKTOP ROAD, AT THE
 PE0772'JUNCTION OF A ROAD WEST TO A FARM HOUSE, 94 FEET SOUTH OF THE
 PE0772'CENTER LINE OF THE ROAD, 29 1/2 FEET WEST OF THE CENTER LINE OF
 PE0772'THE ROAD, 8 FEET NORTH OF AN 18-INCH MAPLE TREE, 6 1/2 FEET
 PE0772'NORTHEAST OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL
 PE0772'OF THE ROAD, A TRIANGULATION AZIMUTH DISK SET IN THE TOP OF A
 PE0772'ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0775 ***********************************************************************
 PE0775  DESIGNATION -  CARMEL RM 1
 PE0775  PID         -  PE0775
 PE0775  STATE/COUNTY-  ME/PENOBSCOT
 PE0775  USGS QUAD   -  CARMEL (1982)
 PE0775
 PE0775                         *CURRENT SURVEY CONTROL
 PE0775  ___________________________________________________________________
 PE0775* NAD 83(1986)-  44 46 59.     (N)    069 03 40.     (W)     SCALED    
 PE0775* NAVD 88     -        85.365  (meters)     280.07   (feet)  ADJUSTED  
 PE0775  ___________________________________________________________________
 PE0775  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 PE0775  DYNAMIC HT  -          85.361 (meters)     280.06  (feet)  COMP
 PE0775  MODELED GRAV-     980,568.6   (mgal)                       NAVD 88
 PE0775
 PE0775  VERT ORDER  -  SECOND    CLASS 0
 PE0775
 PE0775.The horizontal coordinates were scaled from a topographic map and have
 PE0775.an estimated accuracy of +/- 6 seconds.
 PE0775
 PE0775.The orthometric height was determined by differential leveling
 PE0775.and adjusted by the National Geodetic Survey in June 1991..
 PE0775
 PE0775.The geoid height was determined by GEOID03.
 PE0775
 PE0775.The dynamic height is computed by dividing the NAVD 88
 PE0775.geopotential number by the normal gravity value computed on the
 PE0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0775.degrees latitude (g = 980.6199 gals.).
 PE0775
 PE0775.The modeled gravity was interpolated from observed gravity values.
 PE0775
 PE0775;                    North         East    Units  Estimated Accuracy
 PE0775;SPC ME E     -   124,190.      255,600.      MT  (+/- 180 meters Scaled)
 PE0775
 PE0775                          SUPERSEDED SURVEY CONTROL
 PE0775
 PE0775  NGVD 29 (??/??/92)   85.583  (m)          280.78   (f) ADJ UNCH    2 0
 PE0775
 PE0775.Superseded values are not recommended for survey control.
 PE0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0775.See file dsdata.txt to determine how the superseded data were derived.
 PE0775
 PE0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK951588(NAD 83)
 PE0775_MARKER: DR = REFERENCE MARK DISK
 PE0775_SETTING: 66 = SET IN ROCK OUTCROP
 PE0775_SP_SET: BEDROCK
 PE0775_STAMPING: CARMEL NO 1 1958
 PE0775_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0775+STABILITY: POSITION/ELEVATION WELL
 PE0775
 PE0775  HISTORY     - Date     Condition        Report By
 PE0775  HISTORY     - 1958     MONUMENTED       CGS
 PE0775  HISTORY     - 1984     POOR             USPSQD
 PE0775
 PE0775                          STATION DESCRIPTION
 PE0775
 PE0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0775'1.6 MI SW FROM CARMEL.
 PE0775'0.6 MILES WEST ALONG THE ROAD TO PLYMOUTH FROM THE POST OFFICE
 PE0775'AT CARMEL, THENCE 0.85 MILES SOUTH ALONG A BLACKTOP ROAD, THENCE
 PE0775'0.1 MILE WEST ALONG FARM ROAD TO FARM HOUSE AND FARM BUILDINGS,
 PE0775'SET IN THE TOP OF A 6-FOOT BY 2-FOOT EXPOSED PORTION OF BEDROCK,
 PE0775'93 FEET SOUTHWEST OF SOUTHWEST CORNER OF THE CHICKEN HOUSE, 50
 PE0775'FEET NORTHWEST OF NORTHWEST EDGE OF SILO, 66.0 FEET WEST-SOUTHWEST
 PE0775'OF TRIANGULATION STATION CARMEL, ABOUT LEVEL WITH THE GROUND.
 PE0775
 PE0775                          STATION RECOVERY (1984)
 PE0775
 PE0775'RECOVERY NOTE BY US POWER SQUADRON 1984
 PE0775'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0774 ***********************************************************************
 PE0774  DESIGNATION -  CARMEL RM 2
 PE0774  PID         -  PE0774
 PE0774  STATE/COUNTY-  ME/PENOBSCOT
 PE0774  USGS QUAD   -  CARMEL (1982)
 PE0774
 PE0774                         *CURRENT SURVEY CONTROL
 PE0774  ___________________________________________________________________
 PE0774* NAD 83(1986)-  44 46 59.     (N)    069 03 40.     (W)     SCALED    
 PE0774* NAVD 88     -        86.692  (meters)     284.42   (feet)  ADJUSTED  
 PE0774  ___________________________________________________________________
 PE0774  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 PE0774  DYNAMIC HT  -          86.687 (meters)     284.41  (feet)  COMP
 PE0774  MODELED GRAV-     980,568.6   (mgal)                       NAVD 88
 PE0774
 PE0774  VERT ORDER  -  SECOND    CLASS 0
 PE0774
 PE0774.The horizontal coordinates were scaled from a topographic map and have
 PE0774.an estimated accuracy of +/- 6 seconds.
 PE0774
 PE0774.The orthometric height was determined by differential leveling
 PE0774.and adjusted by the National Geodetic Survey in June 1991..
 PE0774
 PE0774.The geoid height was determined by GEOID03.
 PE0774
 PE0774.The dynamic height is computed by dividing the NAVD 88
 PE0774.geopotential number by the normal gravity value computed on the
 PE0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0774.degrees latitude (g = 980.6199 gals.).
 PE0774
 PE0774.The modeled gravity was interpolated from observed gravity values.
 PE0774
 PE0774;                    North         East    Units  Estimated Accuracy
 PE0774;SPC ME E     -   124,190.      255,600.      MT  (+/- 180 meters Scaled)
 PE0774
 PE0774                          SUPERSEDED SURVEY CONTROL
 PE0774
 PE0774  NGVD 29 (??/??/92)   86.910  (m)          285.14   (f) ADJ UNCH    2 0
 PE0774
 PE0774.Superseded values are not recommended for survey control.
 PE0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0774.See file dsdata.txt to determine how the superseded data were derived.
 PE0774
 PE0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK951588(NAD 83)
 PE0774_MARKER: DR = REFERENCE MARK DISK
 PE0774_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 PE0774_SP_SET: UNSPECIFIED ROCK
 PE0774_STAMPING: CARMEL NO 2 1958
 PE0774_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0774
 PE0774  HISTORY     - Date     Condition        Report By
 PE0774  HISTORY     - 1958     MONUMENTED       CGS
 PE0774  HISTORY     - 1984     GOOD             USPSQD
 PE0774
 PE0774                          STATION DESCRIPTION
 PE0774
 PE0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0774'1.6 MI SW FROM CARMEL.
 PE0774'0.6 MILES WEST ALONG THE ROAD TO PLYMOUTH FROM THE POST OFFICE
 PE0774'AT CARMEL, THENCE 0.85 MILES SOUTH ALONG A BLACKTOP ROAD, THENCE
 PE0774'0.1 MILES WEST ALONG A FARM ROAD TO FARM HOUSE AND FARM BUILDINGS,
 PE0774'SET IN THE TOP OF A 4-FOOT BY 4-FOOT ROCK, 55.3 FEET WEST OF THE
 PE0774'SOUTHWEST CORNER OF THE CHICKEN HOUSE, 109.5 FEET SOUTHWEST OF
 PE0774'THE NORTHWEST CORNER OF THE CHICKEN HOUSE, 90 FEET NORTH-NORTHWEST
 PE0774'OF THE NORTH-NORTHWEST EDGE OF THE SILO, 48.1 FEET NORTHWEST OF
 PE0774'TRIANGULATION STATION CARMEL, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 PE0774'GROUND.
 PE0774
 PE0774                          STATION RECOVERY (1984)
 PE0774
 PE0774'RECOVERY NOTE BY US POWER SQUADRON 1984
 PE0774'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MY4792 ***********************************************************************
 MY4792  DESIGNATION -  CARN
 MY4792  PID         -  MY4792
 MY4792  STATE/COUNTY-  ME/YORK
 MY4792  USGS QUAD   -  ISLES OF SHOALS (1973)
 MY4792
 MY4792                         *CURRENT SURVEY CONTROL
 MY4792  ___________________________________________________________________
 MY4792* NAD 83(1996)-  42 58 57.80466(N)    070 36 13.92539(W)     ADJUSTED  
 MY4792* NAVD 88     -                                                        
 MY4792  ___________________________________________________________________
 MY4792  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 MY4792  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 MY4792
 MY4792  HORZ ORDER  -  THIRD
 MY4792
 MY4792.The horizontal coordinates were established by classical geodetic methods
 MY4792.and adjusted by the National Geodetic Survey in March 1998..
 MY4792
 MY4792
 MY4792.The Laplace correction was computed from DEFLEC99 derived deflections.
 MY4792
 MY4792.The geoid height was determined by GEOID03.
 MY4792
 MY4792;                    North         East     Units Scale Factor Converg.
 MY4792;SPC ME W     -    16,688.099   864,341.344   MT  0.99998230   -0 17 53.1
 MY4792;SPC NH       -    54,171.012   386,683.364   MT  1.00005907   +0 43 28.7
 MY4792;SPC NH       -   177,726.06  1,268,643.67   sFT  1.00005907   +0 43 28.7
 MY4792;UTM  19      - 4,760,144.275   369,233.497   MT  0.99981037   -1 05 37.1
 MY4792
 MY4792                          SUPERSEDED SURVEY CONTROL
 MY4792
 MY4792  NAD 83(1992)-  42 58 57.80434(N)    070 36 13.92610(W) AD(       ) 4
 MY4792  NAD 83(1986)-  42 58 57.80655(N)    070 36 13.93049(W) AD(       ) 4
 MY4792  NAD 27      -  42 58 57.49000(N)    070 36 15.76000(W) AD(       ) 3
 MY4792
 MY4792.Superseded values are not recommended for survey control.
 MY4792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MY4792.See file dsdata.txt to determine how the superseded data were derived.
 MY4792
 MY4792_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH6923360144(NAD 83)
 MY4792_MARKER: 72 = CAIRN
 MY4792
 MY4792  HISTORY     - Date     Condition        Report By
 MY4792  HISTORY     - 1917     FIRST OBSERVED   CGS
 MY4792  HISTORY     - 1928     GOOD             CGS
 MY4792  HISTORY     - 1943     GOOD             CGS
 MY4792  HISTORY     - 1989     GOOD             USPSQD
 MY4792
 MY4792                          STATION DESCRIPTION
 MY4792
 MY4792'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (GCM)
 MY4792'CUTS WERE TAKEN TO A PROMINENT ROCK CAIRN WHICH CHECKED THE PLOTTED
 MY4792'POSITION OF TRIANGULATION STATION CARN.  THIS IS A PILE OF ROCK
 MY4792'ABOUT 7 FEET HIGH ON THE EASTERN END OF SMUTTYNOSE ISLAND.  LOCAL
 MY4792'INHABITANTS REPORT THE CAIRN WAS BUILT MORE THAN 30 YEARS
 MY4792'AGO.
 MY4792
 MY4792                          STATION RECOVERY (1943)
 MY4792
 MY4792'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 MY4792'RECOVERED AS DESCRIBED.
 MY4792
 MY4792                          STATION RECOVERY (1989)
 MY4792
 MY4792'RECOVERY NOTE BY US POWER SQUADRON 1989 (MG)
 MY4792'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0760 ***********************************************************************
 RF0760  DESIGNATION -  CARPENTER
 RF0760  PID         -  RF0760
 RF0760  STATE/COUNTY-  ME/PISCATAQUIS
 RF0760  USGS QUAD   -  HAYMOCK LAKE (1989)
 RF0760
 RF0760                         *CURRENT SURVEY CONTROL
 RF0760  ___________________________________________________________________
 RF0760* NAD 83(1996)-  46 16 33.41191(N)    069 07 41.61367(W)     ADJUSTED  
 RF0760* NAVD 88     -       405.3    (meters)    1330.     (feet)  VERTCON   
 RF0760  ___________________________________________________________________
 RF0760  LAPLACE CORR-           3.01  (seconds)                    DEFLEC99
 RF0760  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 RF0760
 RF0760  HORZ ORDER  -  SECOND
 RF0760
 RF0760.The horizontal coordinates were established by classical geodetic methods
 RF0760.and adjusted by the National Geodetic Survey in March 1998..
 RF0760
 RF0760.The NAVD 88 height was computed by applying the VERTCON shift value to
 RF0760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RF0760
 RF0760.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0760
 RF0760.The geoid height was determined by GEOID03.
 RF0760
 RF0760;                    North         East     Units Scale Factor Converg.
 RF0760;SPC ME E     -   290,135.419   251,582.910   MT  0.99992881   -0 27 14.4
 RF0760;UTM  19      - 5,124,715.912   490,120.637   MT  0.99960120   -0 05 33.6
 RF0760
 RF0760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0760!SPC ME E     -   0.99994029  x   0.99992881  =   0.99986910
 RF0760!UTM  19      -   0.99994029  x   0.99960120  =   0.99954151
 RF0760
 RF0760|---------------------------------------------------------------------|
 RF0760| PID    Reference Object                     Distance      Geod. Az  |
 RF0760|                                                           dddmmss.s |
 RF0760| DA5350 CARPENTER RM 1                        5.047 METERS 13703     |
 RF0760| DA5351 CARPENTER RM 2                        8.240 METERS 23927     |
 RF0760| RF0768 SOPER LO                            APPROX.15.1 KM 3101930.9 |
 RF0760|---------------------------------------------------------------------|
 RF0760
 RF0760                          SUPERSEDED SURVEY CONTROL
 RF0760
 RF0760  NAD 83(1992)-  46 16 33.40983(N)    069 07 41.60469(W) AD(       ) 2
 RF0760  NAD 83(1986)-  46 16 33.41486(N)    069 07 41.61547(W) AD(       ) 2
 RF0760  NAD 27      -  46 16 33.26600(N)    069 07 43.43800(W) AD(       ) 2
 RF0760  NGVD 29 (07/19/86)  405.5    (m)         1330.     (f) VERT ANG       
 RF0760
 RF0760.Superseded values are not recommended for survey control.
 RF0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0760.See file dsdata.txt to determine how the superseded data were derived.
 RF0760
 RF0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM9012124716(NAD 83)
 RF0760_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RF0760_SETTING: 66 = SET IN ROCK OUTCROP
 RF0760
 RF0760  HISTORY     - Date     Condition        Report By
 RF0760  HISTORY     - 1955     MONUMENTED       CGS
 RF0760
 RF0760                          STATION DESCRIPTION
 RF0760
 RF0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 RF0760'THE STATION IS LOCATED ON THE HIGHEST POINT OF A LOW ROCKY RIDGE
 RF0760'THAT IS HEAVILY TIMBERED ON THE SIDES AND PARTLY BARE ON TOP.  IT
 RF0760'IS ABOUT 9 MILES AIRLINE EAST-NORTHEAST OF CHAMBERLAIN FARM, 17
 RF0760'MILES AIRLINE SOUTHEAST OF CHURCHILL LAKE, AND ABOUT 0.4 MILE
 RF0760'SOUTH OF THE EXTREME WEST END OF CARPENTER POND.
 RF0760'
 RF0760'TO REACH BY FLOAT PLANE FROM CHESUNCOOK DAM, GO NORTH-NORTHEAST
 RF0760'ON A TRUE COURSE OF 11 DEGREES FOR ABOUT 27 MILES TO THE EXTREME
 RF0760'WEST END OF CARPENTER POND.  A TRIANGULAR BLAZED SPRUCE AT THE
 RF0760'WATERS EDGE ALONG THE SOUTH SIDE OF THE LAKE, 75 YARDS EAST OF THE
 RF0760'EXTREME WEST END OF THE LAKE, MARKS THE START OF A BLAZED ROUTE
 RF0760'TO THE STATION.  FOLLOW THE BLAZED ROUTE SOUTHERLY FOR ABOUT 0.4
 RF0760'MILE THROUGH HEAVY TIMBER TO TOP OF ROCKY RIDGE AND THE STATION.
 RF0760'
 RF0760'THE STATION MARK IS A STANDARD DISK STAMPED CARPENTER 1955,
 RF0760'CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH TOP OF HILL.  IT
 RF0760'IS 15 FEET WEST OF A TRIANGULAR BLAZED SPRUCE.
 RF0760'
 RF0760'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED CARPENTER
 RF0760'NO 1 1955, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 RF0760'PROJECTS 4 FEET.  IT IS 12 FEET SOUTHWEST OF THE TRIANGULAR BLAZED
 RF0760'SPRUCE AND AT THE SAME ELEVATION AS THE STATION.
 RF0760'
 RF0760'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED CARPENTER
 RF0760'NO 2 1955, CEMENTED IN A DRILL HOLE IN A LARGE BEDROCK KNOB THAT
 RF0760'PROJECTS 6 FEET.  IT IS ABOUT 1 FOOT HIGHER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0735 ***********************************************************************
 RF0735  DESIGNATION -  CARR POND
 RF0735  PID         -  RF0735
 RF0735  STATE/COUNTY-  ME/AROOSTOOK
 RF0735  USGS QUAD   -  CARR POND (1985)
 RF0735
 RF0735                         *CURRENT SURVEY CONTROL
 RF0735  ___________________________________________________________________
 RF0735* NAD 83(1996)-  46 45 10.49894(N)    068 42 15.76141(W)     ADJUSTED  
 RF0735* NAVD 88     -       433.6    (meters)    1423.     (feet)  VERTCON   
 RF0735  ___________________________________________________________________
 RF0735  LAPLACE CORR-           4.60  (seconds)                    DEFLEC99
 RF0735  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 RF0735
 RF0735  HORZ ORDER  -  SECOND
 RF0735
 RF0735.The horizontal coordinates were established by classical geodetic methods
 RF0735.and adjusted by the National Geodetic Survey in March 1998..
 RF0735
 RF0735.The NAVD 88 height was computed by applying the VERTCON shift value to
 RF0735.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RF0735
 RF0735.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0735
 RF0735.The geoid height was determined by GEOID03.
 RF0735
 RF0735;                    North         East     Units Scale Factor Converg.
 RF0735;SPC ME E     -   342,979.055   284,385.864   MT  0.99990300   -0 08 55.9
 RF0735;UTM  19      - 5,177,749.626   522,578.213   MT  0.99960627   +0 12 55.2
 RF0735
 RF0735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0735!SPC ME E     -   0.99993582  x   0.99990300  =   0.99983883
 RF0735!UTM  19      -   0.99993582  x   0.99960627  =   0.99954212
 RF0735
 RF0735|---------------------------------------------------------------------|
 RF0735| PID    Reference Object                     Distance      Geod. Az  |
 RF0735|                                                           dddmmss.s |
 RF0735| DA5352 CARR POND RM 1                       11.385 METERS 05357     |
 RF0735| RF0739 ROUND MTN LOOKOUT TOWER             APPROX.18.9 KM 2012017.1 |
 RF0735| DA5353 CARR POND RM 2                       25.635 METERS 21158     |
 RF0735|---------------------------------------------------------------------|
 RF0735
 RF0735                          SUPERSEDED SURVEY CONTROL
 RF0735
 RF0735  NAD 83(1992)-  46 45 10.49369(N)    068 42 15.75423(W) AD(       ) 2
 RF0735  NAD 83(1986)-  46 45 10.49774(N)    068 42 15.75777(W) AD(       ) 2
 RF0735  NAD 27      -  46 45 10.34860(N)    068 42 17.59350(W) AD(       ) 2
 RF0735  NGVD 29 (07/19/86)  433.8    (m)         1423.     (f) VERT ANG       
 RF0735
 RF0735.Superseded values are not recommended for survey control.
 RF0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0735.See file dsdata.txt to determine how the superseded data were derived.
 RF0735
 RF0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM2257877750(NAD 83)
 RF0735_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RF0735_SETTING: 66 = SET IN ROCK OUTCROP
 RF0735_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 RF0735
 RF0735  HISTORY     - Date     Condition        Report By
 RF0735  HISTORY     - 1960     MONUMENTED       CGS
 RF0735  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RF0735
 RF0735                          STATION DESCRIPTION
 RF0735
 RF0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HRL)
 RF0735'STATION IS LOCATED UNDER THE CENTER OF THE LOOKOUT TOWER AT
 RF0735'THE SUMMIT OF CARR POND MOUNTAIN WHICH IS ABOUT 10-1/2 MILES
 RF0735'WEST OF PORTAGE AND ABOUT 0.8 MILE SOUTH OF THE EAST END OF
 RF0735'CARR POND.  STATION, A STANDARD DISK SET IN AN IRREGULAR MASS
 RF0735'OF CONCRETE IN THE DEPRESSION IN OUTCROPPING ROCK AND STAMPED
 RF0735'CARR POND 1960 IS 35 FEET WEST OF A TWIN TRUNK TREE AND 28.5
 RF0735'FEET SOUTH OF WITNESS SIGN ON A MAPLE TREE.  THE MARK IS ABOUT 2
 RF0735'INCHES BELOW THE SURFACE OF THE GROUND.
 RF0735'
 RF0735'STATION WAS REACHED FROM PORTAGE BY PLANE TO CARR POND THENCE
 RF0735'PACK SOUTHERLY FROM WARDENS CABIN ALONG GOOD TRAIL FOR ABOUT
 RF0735'30 MINUTES TO SUMMIT OF CARR POND MOUNTAIN AND STATION AS
 RF0735'DESCRIBED.
 RF0735'
 RF0735'REFERENCE MARK NO. 1, A STANDARD DISK CEMENTED IN A DRILLHOLE IN
 RF0735'OUTCROPPING ROCK AND STAMPED CARR POND NO 1 1960 IS 27 FEET
 RF0735'NORTHEAST OF THE NORTHEAST LEG OF LOOKOUT TOWER, 25.5 FEET EAST
 RF0735'OF A WITNESS SIGN ON MAPLE TREE AND 15-1/2 FEET NORTHWEST OF A
 RF0735'TWIN-TRUNK TREE.  THE MARK PROJECTS 2 INCHES.
 RF0735'
 RF0735'REFERENCE MARK NO. 2, A STANDARD DISK CEMENTED IN A DRILLHOLE
 RF0735'IN OUTCROPPING ROCK AND STAMPED CARR POND NO 2 1960 IS 76 FEET
 RF0735'SOUTHWEST OF THE SOUTHWEST LEG OF LOOKOUT TOWER AND 5-1/2 FEET
 RF0735'EAST OF A 15 INCH PINE TREE.  THE MARK PROJECTS 6 INCHES.
 RF0735
 RF0735                          STATION RECOVERY (1960)
 RF0735
 RF0735'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HRL)
 RF0735'STATION IS LOCATED ON THE SUMMIT OF CARR POND MOUNTAIN WHICH
 RF0735'IS ABOUT 10-1/2 MILES WEST OF PORTAGE AND 3/4 MILE SOUTH OF THE
 RF0735'EAST END OF CARR POND.  IT IS A MAINE FOREST SERVICE CABIN
 RF0735'MOUNTED ON 4 STEEL LEGS, PAINTED WHITE AND IS ABOUT 55 FEET HIGH.
 RF0735'
 RF0735'TRIANGULATION STATION CARR POND IS LOCATED UNDER THE CENTER
 RF0735'OF THE LOOKOUT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1660 ***********************************************************************
 PE1660  FBN         -  This is a Federal Base Network Control Station.
 PE1660  DESIGNATION -  CARR RESET
 PE1660  PID         -  PE1660
 PE1660  STATE/COUNTY-  ME/SOMERSET
 PE1660  USGS QUAD   -  BURNHAM (1982)
 PE1660
 PE1660                         *CURRENT SURVEY CONTROL
 PE1660  ___________________________________________________________________
 PE1660* NAD 83(1996)-  44 44 18.04017(N)    069 24 58.16263(W)     ADJUSTED  
 PE1660* NAVD 88     -        85.5    (meters)     281.     (feet)  GPS OBS   
 PE1660  ___________________________________________________________________
 PE1660  X           -   1,595,511.380 (meters)                     COMP
 PE1660  Y           -  -4,248,426.293 (meters)                     COMP
 PE1660  Z           -   4,466,782.865 (meters)                     COMP
 PE1660  LAPLACE CORR-           3.16  (seconds)                    DEFLEC99
 PE1660  ELLIP HEIGHT-          60.07  (meters)          (04/26/01) GPS OBS
 PE1660  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 PE1660
 PE1660  HORZ ORDER  -  B
 PE1660  ELLP ORDER  -  FOURTH    CLASS I
 PE1660
 PE1660.The horizontal coordinates were established by GPS observations
 PE1660.and adjusted by the National Geodetic Survey in July 1997..
 PE1660
 PE1660.The orthometric height was determined by GPS observations and a
 PE1660.high-resolution geoid model.
 PE1660
 PE1660.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PE1660
 PE1660.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1660
 PE1660.The ellipsoidal height was determined by GPS observations
 PE1660.and is referenced to NAD 83.
 PE1660
 PE1660.The geoid height was determined by GEOID03.
 PE1660
 PE1660;                    North         East     Units Scale Factor Converg.
 PE1660;SPC ME W     -   211,929.085   959,442.115   MT  1.00001010   +0 31 41.8
 PE1660;UTM  19      - 4,953,968.682   467,051.577   MT  0.99961335   -0 17 34.5
 PE1660
 PE1660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1660!SPC ME W     -   0.99999058  x   1.00001010  =   1.00000068
 PE1660!UTM  19      -   0.99999058  x   0.99961335  =   0.99960394
 PE1660
 PE1660:                Primary Azimuth Mark                     Grid Az
 PE1660:SPC ME W     -  PITTSFIELD CIANCHETTE RAD MAST           001 04 10.1
 PE1660:UTM  19      -  PITTSFIELD CIANCHETTE RAD MAST           001 53 26.4
 PE1660
 PE1660|---------------------------------------------------------------------|
 PE1660| PID    Reference Object                     Distance      Geod. Az  |
 PE1660|                                                           dddmmss.s |
 PE1660| PE2253 PITTSFIELD CIANCHETTE RAD MAST      APPROX. 3.4 KM 0013551.9 |
 PE1660| PE0690 CARR RM 1                             8.580 METERS 10507     |
 PE1660| PE0689 CARR RM 2                             5.655 METERS 28528     |
 PE1660| PE0685 R 14                                405.745 METERS 2924816.5 |
 PE1660|---------------------------------------------------------------------|
 PE1660
 PE1660                          SUPERSEDED SURVEY CONTROL
 PE1660
 PE1660  ELLIP H (07/24/97)   60.06   (m)                       GP(       ) 1 1
 PE1660  NAD 83(1992)-  44 44 18.03818(N)    069 24 58.16127(W) AD(       ) B
 PE1660  NAD 83(1986)-  44 44 18.04330(N)    069 24 58.17472(W) AD(       ) 2
 PE1660  NAD 27      -  44 44 17.80880(N)    069 24 59.99630(W) AD(       ) 2
 PE1660  NGVD 29 (11/20/87)   85.74   (m)          281.3    (f) LEVELING    3  
 PE1660
 PE1660.Superseded values are not recommended for survey control.
 PE1660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1660.See file dsdata.txt to determine how the superseded data were derived.
 PE1660
 PE1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK6705253969(NAD 83)
 PE1660_MARKER: DS = TRIANGULATION STATION DISK
 PE1660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1660_SP_SET: SQUARE CONCRETE MONUMENT
 PE1660_STAMPING: CARR 1958 1981
 PE1660_MARK LOGO: NGS   
 PE1660_PROJECTION: PROJECTING 10 CENTIMETERS
 PE1660_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE1660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1660+STABILITY: SURFACE MOTION
 PE1660_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE1660+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2000
 PE1660
 PE1660  HISTORY     - Date     Condition        Report By
 PE1660  HISTORY     - 1981     MONUMENTED       NGS
 PE1660  HISTORY     - 19810921 GOOD             NGS
 PE1660  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 PE1660  HISTORY     - 1985     GOOD             NGS
 PE1660  HISTORY     - 19920629 GOOD             NGS
 PE1660  HISTORY     - 20000418 GOOD             NGS
 PE1660
 PE1660                          STATION DESCRIPTION
 PE1660
 PE1660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 PE1660'3.5 MI NORTH FROM BRNHAM.
 PE1660'FROM THE JUNCTION OF STATE HIGHWAYS 100 AND 69, IN PITTSFIELD AT THE
 PE1660'RAILROAD CROSSING, GO SOUTH ON HIGHWAY 100 FOR 5.7 KM (3.55 MILES)
 PE1660'TO A SIDE ROAD RIGHT TURN RIGHT AND GO WEST ON A DIRT ROAD FOR
 PE1660'0.9 KM (0.55 MILES) TO A SIDE ROAD RIGHT AT THE TOP OF HILL AND
 PE1660'A FIELD ROAD STRAIGHT AHEAD.  GO WEST ON THE FIELD ROAD FOR 0.2 KM
 PE1660'(0.15 MILES) TO THE MARK ON THE LEFT, 4.3 METERS (14 FEET)
 PE1660'SOUTH-SOUTHWEST OF THE CENTER OF THE FIELD ROAD AND 1.8 METERS
 PE1660'(6 FEET) WEST-NORTHWEST OF A PILE OF DIRT AND BOULDERS THAT IS
 PE1660'3-FEET HIGH.
 PE1660'THE MARK IS 2 FT  ESE FROM A WITNESS POST.
 PE1660
 PE1660                          STATION RECOVERY (1981)
 PE1660
 PE1660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 PE1660'THE STATION MARK WAS RECOVERED TILTED OVER.  THE MARK WAS RESET OVER
 PE1660'THE UNDERGROUND MARK.  BENCH MARKS R 14, F 158 AND G 158 WERE
 PE1660'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  THE STATION
 PE1660'IS LOCATED ABOUT 5.6 KM (3.45 MI) SOUTH SOUTHWEST OF PITTSFIELD, 5.2
 PE1660'KM (3.25 MI) NORTH NORTHEAST OF BURNHAM AND ON THE SOUTH SIDE OF A
 PE1660'FARM ROAD.  OWNERSHIP-- ROBERT COTE, POST OFFICE BOX 153, PITTSFIELD,
 PE1660'MAINE, 04967, TELEPHONE 207 487-6925.
 PE1660' 
 PE1660'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 100 AND 69,
 PE1660'IN PITTSFIELD AT THE RAILROAD CROSSING, GO SOUTH ON HIGHWAY 100 FOR
 PE1660'5.7 KM (3.55 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON A
 PE1660'DIRT ROAD FOR 0.9 KM (0.55 MI) TO A SIDE ROAD RIGHT AT THE TOP OF HILL
 PE1660'AND A FIELD ROAD STRAIGHT AHEAD.  GO WEST ON THE FIELD ROAD FOR 0.2 KM
 PE1660'(0.10 MI) TO THE STATION ON THE LEFT.
 PE1660' 
 PE1660'THE STATION IS A STANDARD NGS DISK STAMPED--CARR 1958 1981--, SET INTO
 PE1660'THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES OR 30 CM ON SIDE
 PE1660'PROJECTING 4 INCHES OR 10 CM ABOVE THE GROUND LOCATED 14.0 FT (4.3 M)
 PE1660'SSW FROM THE CENTER OF THE FIELD ROAD, 6.0 FT (1.8 M) WNW FROM A PILE
 PE1660'OF DIRT AND BOULDERS 3 FT (0.9 M) HIGH, AND 2.0 FT (0.6 M) ESE FROM A
 PE1660'METAL WITNESS POST.  THE UNDERGROUND MARK IS A STANDARD NGS DISK
 PE1660'STAMPED--CARR 1958--, SET INTO AN IRREGULAR MASS OF CONCRETE 2.5 FT
 PE1660'(0.8 M) BELOW THE SURFACE.  BENCH MARK NO F-158 IS A STANDARD NGS DISK
 PE1660'STAMPED--F 158 1966--, SET INTO ROCK OUTCROP 2 FT (0.6 M) LARGEST
 PE1660'DIMENSION LOCATED 145.0 FT (44.2 M) SE FROM A FENCE CORNER, 9.5 FT
 PE1660'(2.9 M) NE FROM THE CENTER OF FIELD ROAD, AND 3.0 FT (0.9 M) LOWER
 PE1660'THAN THE STATION.  BENCH MARK NO G 158 IS A STANDARD NGS DISK
 PE1660'STAMPED--G 158 1966--, SET INTO ROCK OUTCROP 1.0 FT (0.3 M) LARGEST
 PE1660'DIMENSION LOCATED 27.5 FT (8.4 M) NE FROM THE METAL WITNESS POST, 13.5
 PE1660'FT (4.1 M) NNE FROM THE CENTER OF THE FIELD ROAD, AND 1.0 FT (0.3 M)
 PE1660'LOWER THAN THE STATION.  BENCH MARK NO R-14 IS A STANDARD NGS DISK
 PE1660'STAMPED--R 14 1927 240.301--, SET INTO THE TOP OF A SQUARE CONCRETE
 PE1660'MONUMENT 8 INCHES OR 20 CM ON SIDE FLUSH WITH GROUND LOCATED 50.0 FT
 PE1660'(15.2 M) S FROM THE CENTER OF THE FARM ROAD, 33.0 FT (10.1 M) E FROM
 PE1660'THE EAST RAIL OF RAILROAD TRACK, 16.0 FT (4.9 M) N FROM A TELEPHONE
 PE1660'POLE WITH A TRIANGLE BLAZE, AND 3.7 FT (1.1 M) E FROM A METAL WITNESS
 PE1660'POST.  TO REACH THE BENCH MARK R 14 FROM THE STATION, GO WEST ON THE
 PE1660'FARM ROAD FOR 0.4 KM (0.25 MI) TO THE RAILROAD TRACKS AND THE MARK ON
 PE1660'THE LEFT.
 PE1660
 PE1660                          STATION RECOVERY (1984)
 PE1660
 PE1660'RECOVERY NOTE BY US POWER SQUADRON 1984 (ELG)
 PE1660'STATION FOUND POOR.
 PE1660'
 PE1660'NOT RECOVERED--STATION.
 PE1660'
 PE1660'RECOVERED--BENCH MARKS G 158 AND F 158 WHICH
 PE1660'REPLACE R. M. S PREVIOUSLY NOT RECOVERED, AND R 14 WHICH IS THE
 PE1660'AZIMUTH MARK FOR THIS STATION.  THE STATION HAS APPARENTLY BEEN
 PE1660'BULLDOZED OUT IN LAND CLEARING AND FARMING OPERATIONS.  THE
 PE1660'WITNESS POST REMAINS BUT THE 12-INCH BLAZED MAPLE TREE IS GONE.
 PE1660
 PE1660                          STATION RECOVERY (1985)
 PE1660
 PE1660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (MRM)
 PE1660'THE STATION WAS RECOVERED AT THIS DATE.
 PE1660'NO OTHER MARKS WERE SEARCHED FOR AT THIS DATE.
 PE1660'
 PE1660'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI)
 PE1660'SOUTH-SOUTHWEST OF PITTSFIELD, ON THE SOUTHWEST EDGE OF A SMALL
 PE1660'HILL.
 PE1660'OWNERSHIP--ROBERT COTE, P.O. BOX 153, PITTSFIELD ME 04967, PHONE
 PE1660'207-487-6925.
 PE1660'
 PE1660'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 AND
 PE1660'SOMERSET AVENUE (EXIT 38) JUST WEST OF PITTSFIELD, GO
 PE1660'EAST FOR 1.7 KM (1.05 MI) ON SOMERSET AVENUE TO THE JUNCTION OF
 PE1660'STATE HIGHWAYS 11 AND 100.
 PE1660'TURN RIGHT AND GO SOUTH FOR 0.2 KM (0.15 MI) ON HIGHWAYS 11 AND 100
 PE1660'TO A RAILROAD CROSSING.  CONTINUE AHEAD AND GO SOUTH FOR 4.7 KM
 PE1660'(2.9 MI) TO A CEMETERY ON THE RIGHT.  CONTINUE AHEAD FOR 0.7 KM
 PE1660'(0.45 MI) TO A GRAVEL ROAD RIGHT.
 PE1660'TURN RIGHT AND GO WEST FOR 0.8 KM (0.5 MI) ON THE GRAVEL ROAD TO A
 PE1660'ROAD RIGHT AT TOP OF GRADE AND A TRACK ROAD STRAIGHT AHEAD.
 PE1660'CONTINUE AHEAD FOR 0.2 KM (0.15 MI) TO THE STATION ON THE LEFT, AT
 PE1660'A WEED COVERED ROCK PILE.
 PE1660'
 PE1660'THE STATION IS A STANDARD NGS DISK
 PE1660'STAMPED---CARR 1958 1981---,
 PE1660'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 PE1660'30 CM ON SIDE FLUSH WITH GROUND.  LOCATED
 PE1660'4.3 METERS (14.0 FT) SOUTH-SOUTHWEST FROM THE APPROXIMATE CENTER OF
 PE1660'THE ROAD,
 PE1660'1.8 METERS (6.0 FT) NORTHWEST FROM A BOULDER PILE AND
 PE1660'0.6 METERS (2.0 FT) EAST-SOUTHEAST FROM A METAL WITNESS POST.
 PE1660'NOTE, THE 1958 DESCRIPTION INDICATES AN UNDERGROUND MARK.
 PE1660'
 PE1660'FAA AIRPORT SURVEYS, MAINE, OCTOBER-NOVEMBER 1985.
 PE1660'
 PE1660'THIS STATION SUITABLE FOR GPS SURVEYS.
 PE1660'
 PE1660'DESCRIBED BY G.R. HEID.
 PE1660
 PE1660                          STATION RECOVERY (1992)
 PE1660
 PE1660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 PE1660'THE STATION IS LOCATED ABOUT 5.6 KM (3.45 MI) SOUTH-SOUTHWEST OF
 PE1660'PITTSFIELD, 5.2 KM (3.25 MI) NORTH-NORTHEAST OF BURNHAM AND ON THE
 PE1660'SOUTHWEST EDGE OF A SMALL HILL.  OWNERSHIP--ROBERT COTE, P.O. BOX
 PE1660'153, PITTSFIELD ME 04967, PHONE 207-487-6925.
 PE1660'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 AND
 PE1660'SOMERSET AVENUE (EXIT 38) JUST WEST OF PITTSFIELD, GO EAST 1.7 KM
 PE1660'(1.05 MI) ON SOMERSET AVENUE TO THE JUNCTION OF STATE HIGHWAYS 11 AND
 PE1660'100.  TURN RIGHT AND GO SOUTH FOR 0.2 KM (0.10 MI) ON HIGHWAYS 11 AND
 PE1660'100 TO A RAILROAD CROSSING.  CONTINUE AHEAD AND GO SOUTH 4.7 KM
 PE1660'(2.90 MI) TO A SMALL CEMETERY ON THE RIGHT.  CONTINUE AHEAD 0.7 KM
 PE1660'(0.45 MI) TO A GRAVEL ROAD RIGHT.  TURN RIGHT AND GO WEST 0.8 KM
 PE1660'(0.50 MI) ON THE GRAVEL ROAD TO A ROAD RIGHT AT TOP OF HILL AND A
 PE1660'TRACK ROAD STRAIGHT AHEAD.  CONTINUE AHEAD 0.2 KM (0.10 MI) TO THE
 PE1660'STATION ON THE LEFT, AT A WEED COVERED ROCK PILE.
 PE1660'LOCATED 4.3 M (14.1 FT) SOUTH-SOUTHWEST FROM THE APPROXIMATE CENTER OF
 PE1660'THE ROAD, 1.8 M (5.9 FT) NORTHEAST FROM A BOULDER PILE AND 0.6 M
 PE1660'(2.0 FT) EAST-SOUTHEAST FROM A METAL WITNESS POST.  NOTE--THE 1968
 PE1660'DESCRIPTION INDICATES AN UNDERGROUND MARK.
 PE1660
 PE1660                          STATION RECOVERY (2000)
 PE1660
 PE1660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 PE1660'THE STATION IS LOCATED 5.63 KM (3.50 MI) SOUTH-SOUTHWEST OF
 PE1660'PITTSFIELD, ON A SMALL HILL ON FARM LAND, ABOUT 1.23 KM (0.75 MI) WEST
 PE1660'OF THE JUNCTION OF BARNEY CIANCHETTE ROAD AND COMBINED STATE HIGHWAYS
 PE1660'11 AND 100.  OWNERSHIP--MR. ROBERT COTE, PO BOX 153, PITTSFIELD ME
 PE1660'04967.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 PE1660'95 (EXIT 38) AND SOMERSET AVENUE ON THE WEST SIDE OF PITTSFIELD, GO
 PE1660'EAST ON SOMERSET AVENUE FOR 1.77 KM (1.10 MI) TO THE JUNCTION OF
 PE1660'COMBINED STATE HIGHWAYS 11 AND 100 IN PITTSFIELD. TURN RIGHT, SOUTH ON
 PE1660'HIGHWAY 11/100 FOR 0.24 KM (0.15 MI) TO A RAILROAD CROSSING.  CONTINUE
 PE1660'AHEAD, SOUTH ON HIGHWAY 11/100 FOR 5.55 KM (3.45 MI) TO THE JUNCTION
 PE1660'OF BARNEY CIANCHETTE ROAD ON THE RIGHT. TURN RIGHT, WEST ON THE ROAD
 PE1660'FOR 0.32 KM (0.20 MI) TO THE END OF ASPHALT.  CONTINUE AHEAD, WEST ON
 PE1660'THE ROUGH DIRT ROAD FOR 0.56 KM (0.35 MI) TO THE TOP OF THE HILL AND A
 PE1660'LARGE GREEN PRE-FAB FARM UTILITY BUILDING ON THE RIGHT.  CONTINUE
 PE1660'AHEAD, WEST ON THE DIRT ROAD, PASSING THE PRE-FAB BUILDING, FOR 0.24
 PE1660'KM (0.15 MI) TO BENCH MARK G 158 ON THE RIGHT, IN A SMALL BOULDER
 PE1660'ALONG THE EDGE OF THE BANK OF THE ROAD, AND THE STATION ON THE LEFT ON
 PE1660'A WEEDED MOUND OF EARTH-ROCK PILE.  THE STATION IS A SET IN TOP OF A
 PE1660'30 CM SQUARE CONCRETE POST PROJECTING 6 CM ABOVE GROUND.  LOCATED 8.39
 PE1660'M (27.53 FT) SOUTHWEST AND ACROSS THE ROAD FROM BENCHMARK G 158, 6.1 M
 PE1660'(20.0 FT) SOUTHWEST OF THE CENTER OF THE ROAD AND 0.8 M (2.6 FT)
 PE1660'SOUTHEAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0690 ***********************************************************************
 PE0690  DESIGNATION -  CARR RM 1
 PE0690  PID         -  PE0690
 PE0690  STATE/COUNTY-  ME/SOMERSET
 PE0690  USGS QUAD   -  BURNHAM (1982)
 PE0690
 PE0690                         *CURRENT SURVEY CONTROL
 PE0690  ___________________________________________________________________
 PE0690* NAD 83(1986)-  44 44 17.     (N)    069 24 57.     (W)     SCALED    
 PE0690* NAVD 88     -        85.649  (meters)     281.00   (feet)  ADJUSTED  
 PE0690  ___________________________________________________________________
 PE0690  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 PE0690  DYNAMIC HT  -          85.645 (meters)     280.99  (feet)  COMP
 PE0690  MODELED GRAV-     980,568.9   (mgal)                       NAVD 88
 PE0690
 PE0690  VERT ORDER  -  SECOND    CLASS 0
 PE0690
 PE0690.The horizontal coordinates were scaled from a topographic map and have
 PE0690.an estimated accuracy of +/- 6 seconds.
 PE0690
 PE0690.The orthometric height was determined by differential leveling
 PE0690.and adjusted by the National Geodetic Survey in June 1991..
 PE0690
 PE0690.The geoid height was determined by GEOID03.
 PE0690
 PE0690.The dynamic height is computed by dividing the NAVD 88
 PE0690.geopotential number by the normal gravity value computed on the
 PE0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0690.degrees latitude (g = 980.6199 gals.).
 PE0690
 PE0690.The modeled gravity was interpolated from observed gravity values.
 PE0690
 PE0690;                    North         East    Units  Estimated Accuracy
 PE0690;SPC ME W     -   211,900.      959,470.      MT  (+/- 180 meters Scaled)
 PE0690
 PE0690                          SUPERSEDED SURVEY CONTROL
 PE0690
 PE0690  NGVD 29 (??/??/92)   85.86   (m)          281.7    (f) COMPUTED    2 0
 PE0690
 PE0690.Superseded values are not recommended for survey control.
 PE0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0690.See file dsdata.txt to determine how the superseded data were derived.
 PE0690
 PE0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK670539(NAD 83)
 PE0690_MARKER: DR = REFERENCE MARK DISK
 PE0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0690_STAMPING: CARR NO 1 1958
 PE0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0690+STABILITY: SURFACE MOTION
 PE0690
 PE0690  HISTORY     - Date     Condition        Report By
 PE0690  HISTORY     - 1958     MONUMENTED       CGS
 PE0690  HISTORY     - 1966     GOOD             NGS
 PE0690
 PE0690                          STATION DESCRIPTION
 PE0690
 PE0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0690'3.6 MI NE FROM BURNHAM JUNCTION.
 PE0690'3.3 MILES NORTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE0690'STATION AT BURNHAM JUNCTION, THENCE 0.25 MILES SOUTHEAST ALONG
 PE0690'A GRAVEL ROAD, ABOUT 0.05 MILES SOUTHEAST OF A POWER TRANSMISSION
 PE0690'LINE CROSSING, 16.5 FEET SOUTHWEST OF THE CENTER LINE OF THE
 PE0690'GRAVEL ROAD, 96.0 FEET WEST OF A LONE 8-INCH MAPLE TREE, 28.2
 PE0690'FEET SOUTHEAST OF TRIANGULATION STATION CARR, 21.8 FEET SOUTHEAST
 PE0690'OF A METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF
 PE0690'THE ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 PE0690
 PE0690                          STATION RECOVERY (1966)
 PE0690
 PE0690'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 PE0690'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0689 ***********************************************************************
 PE0689  DESIGNATION -  CARR RM 2
 PE0689  PID         -  PE0689
 PE0689  STATE/COUNTY-  ME/SOMERSET
 PE0689  USGS QUAD   -  BURNHAM (1982)
 PE0689
 PE0689                         *CURRENT SURVEY CONTROL
 PE0689  ___________________________________________________________________
 PE0689* NAD 83(1986)-  44 44 17.     (N)    069 24 57.     (W)     SCALED    
 PE0689* NAVD 88     -        85.633  (meters)     280.95   (feet)  ADJUSTED  
 PE0689  ___________________________________________________________________
 PE0689  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 PE0689  DYNAMIC HT  -          85.629 (meters)     280.93  (feet)  COMP
 PE0689  MODELED GRAV-     980,568.9   (mgal)                       NAVD 88
 PE0689
 PE0689  VERT ORDER  -  SECOND    CLASS 0
 PE0689
 PE0689.The horizontal coordinates were scaled from a topographic map and have
 PE0689.an estimated accuracy of +/- 6 seconds.
 PE0689
 PE0689.The orthometric height was determined by differential leveling
 PE0689.and adjusted by the National Geodetic Survey in June 1991..
 PE0689
 PE0689.The geoid height was determined by GEOID03.
 PE0689
 PE0689.The dynamic height is computed by dividing the NAVD 88
 PE0689.geopotential number by the normal gravity value computed on the
 PE0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0689.degrees latitude (g = 980.6199 gals.).
 PE0689
 PE0689.The modeled gravity was interpolated from observed gravity values.
 PE0689
 PE0689;                    North         East    Units  Estimated Accuracy
 PE0689;SPC ME W     -   211,900.      959,470.      MT  (+/- 180 meters Scaled)
 PE0689
 PE0689                          SUPERSEDED SURVEY CONTROL
 PE0689
 PE0689  NGVD 29 (??/??/92)   85.84   (m)          281.6    (f) COMPUTED    2 0
 PE0689
 PE0689.Superseded values are not recommended for survey control.
 PE0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0689.See file dsdata.txt to determine how the superseded data were derived.
 PE0689
 PE0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK670539(NAD 83)
 PE0689_MARKER: DR = REFERENCE MARK DISK
 PE0689_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 PE0689_SP_SET: UNSPECIFIED ROCK
 PE0689_STAMPING: CARR NO 2 1958
 PE0689_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0689
 PE0689  HISTORY     - Date     Condition        Report By
 PE0689  HISTORY     - 1958     MONUMENTED       CGS
 PE0689  HISTORY     - 1966     GOOD             NGS
 PE0689
 PE0689                          STATION DESCRIPTION
 PE0689
 PE0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0689'3.6 MI NE FROM BURNHAM JUNCTION.
 PE0689'3.3 MILES NORTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE0689'STATION AT BURNHAM JUNCTION, THENCE 0.25 MILES SOUTHEAST ALONG
 PE0689'A GRAVEL ROAD, ABOUT 0.05 MILES SOUTHEAST OF A POWER TRANSMISSION
 PE0689'LINE CROSSING, 15 FEET SOUTHWEST OF THE CENTER LINE OF THE GRAVEL
 PE0689'ROAD, 138.5 FEET WEST OF A LONE 8-INCH MAPLE TREE, 18.5 FEET
 PE0689'NORTHWEST OF TRIANGULATION STATION CARR, 25 FEET NORTHWEST OF
 PE0689'A METAL WITNESS POST, SET IN THE TOP OF A 4-FOOT BY 4-FOOT ROCK,
 PE0689'ABOUT 2 FEET ABOVE THE LEVEL OF THE GROUND, ABOUT 3 FEET ABOVE
 PE0689'THE LEVEL OF THE ROAD.
 PE0689
 PE0689                          STATION RECOVERY (1966)
 PE0689
 PE0689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 PE0689'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1390 ***********************************************************************
 QG1390  DESIGNATION -  CARROLL
 QG1390  PID         -  QG1390
 QG1390  STATE/COUNTY-  ME/PENOBSCOT
 QG1390  USGS QUAD   -  BOWERS MOUNTAIN (1988)
 QG1390
 QG1390                         *CURRENT SURVEY CONTROL
 QG1390  ___________________________________________________________________
 QG1390* NAD 83(1996)-  45 24 21.98861(N)    068 03 12.65394(W)     ADJUSTED  
 QG1390* NAVD 88     -       305.     (meters)    1001.     (feet)  SCALED    
 QG1390  ___________________________________________________________________
 QG1390  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 QG1390  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 QG1390
 QG1390  HORZ ORDER  -  THIRD
 QG1390
 QG1390.The horizontal coordinates were established by classical geodetic methods
 QG1390.and adjusted by the National Geodetic Survey in March 1998..
 QG1390
 QG1390.The orthometric height was scaled from a topographic map.
 QG1390
 QG1390.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1390
 QG1390.The geoid height was determined by GEOID03.
 QG1390
 QG1390;                    North         East     Units Scale Factor Converg.
 QG1390;SPC ME E     -   193,369.093   334,950.858   MT  0.99991501   +0 19 04.6
 QG1390;UTM  19      - 5,028,501.125   574,068.607   MT  0.99966745   +0 40 26.5
 QG1390
 QG1390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1390!SPC ME E     -   0.99995594  x   0.99991501  =   0.99987096
 QG1390!UTM  19      -   0.99995594  x   0.99966745  =   0.99962341
 QG1390
 QG1390:                Primary Azimuth Mark                     Grid Az
 QG1390:SPC ME E     -  ALMANAC USGS R 1929 1975                 203 41 19.1
 QG1390:UTM  19      -  ALMANAC USGS R 1929 1975                 203 19 57.2
 QG1390
 QG1390|---------------------------------------------------------------------|
 QG1390| PID    Reference Object                     Distance      Geod. Az  |
 QG1390|                                                           dddmmss.s |
 QG1390| QG1394 ALMANAC USGS R 1929 1975            APPROX. 7.7 KM 2040023.7 |
 QG1390|---------------------------------------------------------------------|
 QG1390
 QG1390                          SUPERSEDED SURVEY CONTROL
 QG1390
 QG1390  NAD 83(1992)-  45 24 21.98632(N)    068 03 12.65201(W) AD(       ) 3
 QG1390  NAD 83(1986)-  45 24 21.98909(N)    068 03 12.66141(W) AD(       ) 3
 QG1390  NAD 27      -  45 24 21.75776(N)    068 03 14.61493(W) AD(       ) 3
 QG1390
 QG1390.Superseded values are not recommended for survey control.
 QG1390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1390.See file dsdata.txt to determine how the superseded data were derived.
 QG1390
 QG1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL7406928501(NAD 83)
 QG1390_MARKER: B = BOLT
 QG1390_SETTING: 80 = SET IN A BOULDER
 QG1390_SP_SET: PARTIALLY EXPOSED BOULDER
 QG1390_MAGNETIC: N = NO MAGNETIC MATERIAL
 QG1390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG1390+STABILITY: SURFACE MOTION
 QG1390
 QG1390  HISTORY     - Date     Condition        Report By
 QG1390  HISTORY     - 1929     MONUMENTED       USGS
 QG1390
 QG1390                          STATION DESCRIPTION
 QG1390
 QG1390'DESCRIBED BY US GEOLOGICAL SURVEY 1929 (TTR)
 QG1390'LOCATED ON HIGH RIDGE IN CARROLL TOWNSHIP, 1.0 MI SW. OF CARROLL POST
 QG1390'OFFICE, ON LAND OWNED BY FRED OLIVER, WHO LIVES 225 FT E. OF STATION,
 QG1390'TIMBER 30 FT HIGHER ON N. END OF RIDGE OBSTRUCTS VIEW FROM NW. ROUND
 QG1390'BY N. TO SE.
 QG1390'
 QG1390'STATION MARK-  COPPER BOLT CEMENTED IN UPPER SURFACE OF EMBEDDED
 QG1390'BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1365 ***********************************************************************
 QG1365  DESIGNATION -  CARRY
 QG1365  PID         -  QG1365
 QG1365  STATE/COUNTY-  ME/PISCATAQUIS
 QG1365  USGS QUAD   -  NORTH EAST CARRY (1989)
 QG1365
 QG1365                         *CURRENT SURVEY CONTROL
 QG1365  ___________________________________________________________________
 QG1365* NAD 83(1996)-  45 51 48.67181(N)    069 37 31.23868(W)     ADJUSTED  
 QG1365* NAVD 88     -       313.3    (meters)    1028.     (feet)  VERTCON   
 QG1365  ___________________________________________________________________
 QG1365  LAPLACE CORR-           4.59  (seconds)                    DEFLEC99
 QG1365  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 QG1365
 QG1365  HORZ ORDER  -  THIRD
 QG1365
 QG1365.The horizontal coordinates were established by classical geodetic methods
 QG1365.and adjusted by the National Geodetic Survey in March 1998..
 QG1365
 QG1365.The NAVD 88 height was computed by applying the VERTCON shift value to
 QG1365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QG1365
 QG1365.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1365
 QG1365.The geoid height was determined by GEOID03.
 QG1365
 QG1365;                    North         East     Units Scale Factor Converg.
 QG1365;SPC ME E     -   244,721.596   212,621.955   MT  0.99999383   -0 48 27.7
 QG1365;SPC ME W     -   336,842.758   942,034.193   MT  0.99998838   +0 23 18.6
 QG1365;UTM  19      - 5,079,073.918   451,459.274   MT  0.99962897   -0 26 55.7
 QG1365
 QG1365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1365!SPC ME E     -   0.99995477  x   0.99999383  =   0.99994860
 QG1365!SPC ME W     -   0.99995477  x   0.99998838  =   0.99994315
 QG1365!UTM  19      -   0.99995477  x   0.99962897  =   0.99958375
 QG1365
 QG1365|---------------------------------------------------------------------|
 QG1365| PID    Reference Object                     Distance      Geod. Az  |
 QG1365|                                                           dddmmss.s |
 QG1365| DA4935 CARRY RM 1                           15.757 METERS 01053     |
 QG1365| DA4936 CARRY RM 2                           16.190 METERS 07943     |
 QG1365| DA4934 CARRY AZ MK                                        3185059.0 |
 QG1365|---------------------------------------------------------------------|
 QG1365
 QG1365                          SUPERSEDED SURVEY CONTROL
 QG1365
 QG1365  NAD 83(1992)-  45 51 48.67156(N)    069 37 31.23125(W) AD(       ) 3
 QG1365  NAD 83(1986)-  45 51 48.67479(N)    069 37 31.24427(W) AD(       ) 3
 QG1365  NAD 27      -  45 51 48.53700(N)    069 37 33.04400(W) AD(       ) 3
 QG1365  NGVD 29 (07/19/86)  313.5    (m)         1029.     (f) VERT ANG       
 QG1365
 QG1365.Superseded values are not recommended for survey control.
 QG1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1365.See file dsdata.txt to determine how the superseded data were derived.
 QG1365
 QG1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL5145979074(NAD 83)
 QG1365_MARKER: Z = SEE DESCRIPTION
 QG1365_SETTING: 0 = UNSPECIFIED SETTING
 QG1365
 QG1365  HISTORY     - Date     Condition        Report By
 QG1365  HISTORY     - 1955     MONUMENTED       CGS
 QG1365
 QG1365                          STATION DESCRIPTION
 QG1365
 QG1365'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 QG1365'THE STATION IS LOCATED ON A SMALL CONCRETE PIER THAT SETS IN THE
 QG1365'WATER NEAR THE NORTHEAST CORNER OF MOOSEHEAD LAKE.  IT IS ABOUT
 QG1365'1/2 MILE AIRLINE SOUTHEAST OF THE VILLAGE OF NORTHEAST CARRY.
 QG1365'
 QG1365'TO REACH FROM THE U.S. POST OFFICE IN NORTHEAST CARRY, GO SOUTH
 QG1365'FOR 0.1 MILE TO THE NORTHEAST CARRY INN ON THE LEFT.  TURN LEFT
 QG1365'AND GO EAST FOR 0.3 MILE TO A FORK.  TAKE LEFT FORK AND GO 0.1
 QG1365'MILE TO A DIM FORK AT A SMALL TRIANGULAR BLAZED BIRCH ON THE
 QG1365'RIGHT.  TAKE RIGHT FORK AND GO SOUTHERLY FOR 0.1 MILE TO END OF
 QG1365'ROAD AT TWO LOG CABINS.  PACK SOUTHEASTERLY ON TRAIL FOR ABOUT
 QG1365'30 YARDS TO LAKE SHORE AND THE STATION.
 QG1365'
 QG1365'THE STATION MARK IS A STANDARD DISK STAMPED CARRY 1955, CEMENTED
 QG1365'IN A DRILL HOLE AT THE ELBOW OF A RIGHT-ANGLE CONCRETE PIER THAT
 QG1365'PROJECTS 8 INCHES ABOVE THE WATER LEVEL.  IT IS 25 FEET WEST OF A
 QG1365'LOG CABIN.
 QG1365'
 QG1365'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED CARRY NO 1
 QG1365'1955, CEMENTED IN A DRILL HOLE IN A LARGE FLAT BOULDER THAT
 QG1365'PROJECTS 1 FOOT.  IT IS 12 FEET EAST OF THE SHORE LINE AND ABOUT
 QG1365'3 FEET HIGHER THAN THE STATION.
 QG1365'
 QG1365'THE AZIMUTH MARK IS LOCATED AT THE BOAT LANDING OF THE NORTHEAST
 QG1365'CARRY INN.  THE MARK IS A STANDARD DISK STAMPED CARRY 1955,
 QG1365'CEMENTED IN A DRILL HOLE IN A 12-INCH BOULDER THAT PROJECTS 4
 QG1365'INCHES.  IT IS 27 FEET EAST OF THE SHORE LINE, 34 FEET NORTH OF
 QG1365'THE CENTER LINE OF A TRACK ROAD, AND 150 FEET WEST OF THE
 QG1365'NORTHEAST CARRY INN.  TO REACH FROM THE NORTHEAST CARRY INN, GO
 QG1365'WEST ON TRACK ROAD FOR 150 FEET TO THE LAKE SHORE AND THE
 QG1365'AZIMUTH MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1973 ***********************************************************************
 PE1973  DESIGNATION -  CARTER
 PE1973  PID         -  PE1973
 PE1973  STATE/COUNTY-  ME/HANCOCK
 PE1973  USGS QUAD   -  BROOKLIN (1981)
 PE1973
 PE1973                         *CURRENT SURVEY CONTROL
 PE1973  ___________________________________________________________________
 PE1973* NAD 83(1996)-  44 21 04.33917(N)    068 30 39.91217(W)     ADJUSTED  
 PE1973* NAVD 88     -       114.     (meters)     374.     (feet)  SCALED    
 PE1973  ___________________________________________________________________
 PE1973  LAPLACE CORR-           6.12  (seconds)                    DEFLEC99
 PE1973  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 PE1973
 PE1973  HORZ ORDER  -  SECOND
 PE1973
 PE1973.The horizontal coordinates were established by classical geodetic methods
 PE1973.and adjusted by the National Geodetic Survey in March 1998..
 PE1973
 PE1973.The orthometric height was scaled from a topographic map.
 PE1973
 PE1973.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1973
 PE1973.The geoid height was determined by GEOID03.
 PE1973
 PE1973;                    North         East     Units Scale Factor Converg.
 PE1973;SPC ME E     -    76,053.199   299,116.127   MT  0.99990001   -0 00 27.9
 PE1973;UTM  19      - 4,910,997.867   538,966.238   MT  0.99961867   +0 20 30.4
 PE1973
 PE1973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1973!SPC ME E     -   0.99998601  x   0.99990001  =   0.99988602
 PE1973!UTM  19      -   0.99998601  x   0.99961867  =   0.99960469
 PE1973
 PE1973|---------------------------------------------------------------------|
 PE1973| PID    Reference Object                     Distance      Geod. Az  |
 PE1973|                                                           dddmmss.s |
 PE1973| CE7837 CARTER RM 1                          12.230 METERS 00657     |
 PE1973| PE1934 NEWBURY NECK HOUSE EAST CHIM        APPROX. 4.9 KM 0454458.5 |
 PE1973| PE1927 OAK POINT RED HOUSE WEST CHIM       APPROX. 8.7 KM 0513241.0 |
 PE1973| PE1911 MOUNT DESERT OLD CONG CHURCH        APPROX. 9.0 KM 1012237.6 |
 PE1973| PE1913 TINKERS ISLAND N HOUSE N CHIM       APPROX. 8.7 KM 1655750.2 |
 PE1973| CE7838 CARTER RM 2                          12.090 METERS 27912     |
 PE1973| PE1969 CANDAGES S HOUSE SOUTH CHIMNEY      APPROX. 3.1 KM 2824522.0 |
 PE1973| PE1967 BLUE HILL FALLS WH HSE N CHIM       APPROX. 4.3 KM 2995143.8 |
 PE1973| PE1960 BLUE HILL CONG CHURCH SPIRE         APPROX. 9.3 KM 3161312.7 |
 PE1973| PE1962 BLUE HILL RESET                     APPROX.11.2 KM 3252653.5 |
 PE1973| PE1959 WOODS G J HOUSE WEST CHIMNEY        APPROX. 6.2 KM 3385714.3 |
 PE1973|---------------------------------------------------------------------|
 PE1973
 PE1973                          SUPERSEDED SURVEY CONTROL
 PE1973
 PE1973  NAD 83(1992)-  44 21 04.34038(N)    068 30 39.89366(W) AD(       ) 2
 PE1973  NAD 83(1986)-  44 21 04.34061(N)    068 30 39.89725(W) AD(       ) 2
 PE1973  NAD 27      -  44 21 04.06000(N)    068 30 41.81400(W) AD(       ) 2
 PE1973
 PE1973.Superseded values are not recommended for survey control.
 PE1973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1973.See file dsdata.txt to determine how the superseded data were derived.
 PE1973
 PE1973_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK3896610998(NAD 83)
 PE1973
 PE1973  HISTORY     - Date     Condition        Report By
 PE1973  HISTORY     - 1863     MONUMENTED       CGS
 PE1973  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE1973  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE1973  HISTORY     - 1956     SEE DESCRIPTION  CGS
 PE1973
 PE1973                          STATION DESCRIPTION
 PE1973
 PE1973'DESCRIBED BY COAST AND GEODETIC SURVEY 1863 (GAF)
 PE1973'ON THE HIGHEST HILL ON LONG ISLAND, BLUE HILL BAY.  THE HILL IS
 PE1973'A LITTLE N AND A LITTLE W OF THE CENTER OF THE ISLAND AND 3/4
 PE1973'MILE SSE FROM THE WHARF ON THE S SIDE OF DEEP COVE.  A ROAD FROM
 PE1973'THIS WHARF LEADS TO THE STATION, WHICH IS ON THE HIGHEST POINT
 PE1973'OF THE HILL AND IS MARKED BY A COPPER BOLT SET IN A HOLE IN A
 PE1973'ROCK.  A TALL HACKMATACK TREE STANDING ALONE NEAR THE STATION
 PE1973'IS A VERY CONSPICUOUS OBJECT.
 PE1973
 PE1973                          STATION RECOVERY (1934)
 PE1973
 PE1973'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1973'STATION RECOVERED AS DESCRIBED.  IT IS ON THE MOST WESTERLY
 PE1973'SUMMIT OF THE HIGHEST HILL ON LONG ISLAND, WHICH LIES IN
 PE1973'BLUE HILL BAY ABOUT 4 MILES SE OF THE TOWN OF BLUE HILL.  THE
 PE1973'HILL IS THE ONE A LITTLE N AND LITTLE W OF THE CENTER OF THE
 PE1973'ISLAND AND ABOUT 3/4 MILES SSE OF THE OLD WHARF ON THE E SIDE
 PE1973'OF DEEP COVE.
 PE1973'
 PE1973'THE STATION IS MARKED WITH A COPPER BOLT IN A ROCK.
 PE1973'
 PE1973'TWO REFERENCE MARKS, STANDARD BRONZE DISKS WEDGED IN DRILL
 PE1973'HOLES IN OUTCROPPING BEDROCK, WERE PLACED AS FOLLOWS--REFERENCE
 PE1973'MARK NO. 1 IS W OF THE STATION.  REFERENCE MARK NO. 2 IS N OF THE
 PE1973'STATION, BOTH ARE ON BARE LEDGES AND SOMEWHAT LOWER THAN THE
 PE1973'STATION.
 PE1973'
 PE1973'THE STATION MAY BE EASIEST REACHED FROM THIS COVE BY FOLLOWING
 PE1973'THE OLD ROAD UP OVER THE STEEP SIDE OF THE HILL, AND THEN
 PE1973'GOING ACROSS THE BLUEBERRY FIELDS TO THE BARE SUMMIT.
 PE1973'
 PE1973'A 20-FOOT SIGNAL WAS BUILT OVER THE STATION IN 1934.
 PE1973
 PE1973                          STATION RECOVERY (1944)
 PE1973
 PE1973'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1973'STATION RECOVERED AS DESCRIBED.  DISTANCES TO REFERENCE MARKS
 PE1973'CHECKED.  RUINS OF TOWER, JUST N OF STATION, WILL AID RECOVERY
 PE1973'FOR MANY YEARS.
 PE1973
 PE1973                          STATION RECOVERY (1956)
 PE1973
 PE1973'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 PE1973'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 PE1973'GOOD CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE
 PE1973'VERIFIED.  THE 1934 DESCRIPTION BY K.G.C. IS ADEQUATE AND
 PE1973'COMPLETE WITH THE FOLLOWING ADDITIONS--
 PE1973'
 PE1973'REFERENCE MARK 1 IS N OF THE STATION.  IT IS STAMPED CARTER 1863
 PE1973'1934 NO 1.
 PE1973'
 PE1973'REFERENCE MARK 2 IS W OF THE STATION.  IT IS STAMPED CARTER
 PE1973'1863 1934 NO 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0348 ***********************************************************************
 OB0348  DESIGNATION -  CARVERS ISLAND
 OB0348  PID         -  OB0348
 OB0348  STATE/COUNTY-  ME/KNOX
 OB0348  USGS QUAD   -  FRIENDSHIP (1973)
 OB0348
 OB0348                         *CURRENT SURVEY CONTROL
 OB0348  ___________________________________________________________________
 OB0348* NAD 83(1996)-  43 56 57.04060(N)    069 19 32.44913(W)     ADJUSTED  
 OB0348* NAVD 88     -        24.     (meters)      79.     (feet)  SCALED    
 OB0348  ___________________________________________________________________
 OB0348  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 OB0348  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 OB0348
 OB0348  HORZ ORDER  -  THIRD
 OB0348
 OB0348.The horizontal coordinates were established by classical geodetic methods
 OB0348.and adjusted by the National Geodetic Survey in March 1998..
 OB0348
 OB0348.The orthometric height was scaled from a topographic map.
 OB0348
 OB0348.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0348
 OB0348.The geoid height was determined by GEOID03.
 OB0348
 OB0348;                    North         East     Units Scale Factor Converg.
 OB0348;SPC ME E     -    31,717.695   233,725.362   MT  0.99995401   -0 34 23.0
 OB0348;SPC ME W     -   124,310.468   967,507.707   MT  1.00002270   +0 35 01.3
 OB0348;UTM  19      - 4,866,279.720   473,866.587   MT  0.99960840   -0 13 33.7
 OB0348
 OB0348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0348!SPC ME E     -   1.00000024  x   0.99995401  =   0.99995425
 OB0348!SPC ME W     -   1.00000024  x   1.00002270  =   1.00002294
 OB0348!UTM  19      -   1.00000024  x   0.99960840  =   0.99960864
 OB0348
 OB0348:                Primary Azimuth Mark                     Grid Az
 OB0348:SPC ME E     -  EAST COVE WHITE HOUSE CHIMNEY            040 38 18.1
 OB0348:SPC ME W     -  EAST COVE WHITE HOUSE CHIMNEY            039 28 53.8
 OB0348:UTM  19      -  EAST COVE WHITE HOUSE CHIMNEY            040 17 28.8
 OB0348
 OB0348|---------------------------------------------------------------------|
 OB0348| PID    Reference Object                     Distance      Geod. Az  |
 OB0348|                                                           dddmmss.s |
 OB0348| OB0353 EAST COVE WHITE HOUSE CHIMNEY       APPROX. 2.2 KM 0400355.1 |
 OB0348| OB0328 TURKEY CHURCH                       APPROX. 6.5 KM 0925410.0 |
 OB0348| OB0352 BURTONS ISLAND RED HOUSE CHIM       APPROX. 1.1 KM 1011249.1 |
 OB0348| OB0398 DAVIS 1859                          APPROX. 6.4 KM 2260554.1 |
 OB0348| OB0330 WHITE HOUSE CHIMNEY                 APPROX. 1.4 KM 2982252.8 |
 OB0348| OB0345 LONG ISLAND RED HOUSE CHIMNEY       APPROX. 1.2 KM 3070218.5 |
 OB0348| OB0331 WHITE HOUSE CUPOLA                  APPROX. 3.7 KM 3471937.2 |
 OB0348| OB0346 ONE STORY WHITE HOUSE CHIM          APPROX. 3.2 KM 3482013.9 |
 OB0348|---------------------------------------------------------------------|
 OB0348
 OB0348                          SUPERSEDED SURVEY CONTROL
 OB0348
 OB0348  NAD 83(1992)-  43 56 57.04334(N)    069 19 32.43359(W) AD(       ) 3
 OB0348  NAD 83(1986)-  43 56 57.04796(N)    069 19 32.44010(W) AD(       ) 3
 OB0348  NAD 27      -  43 56 56.76000(N)    069 19 34.20000(W) AD(       ) 3
 OB0348
 OB0348.Superseded values are not recommended for survey control.
 OB0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0348.See file dsdata.txt to determine how the superseded data were derived.
 OB0348
 OB0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ7386766280(NAD 83)
 OB0348
 OB0348  HISTORY     - Date     Condition        Report By
 OB0348  HISTORY     - UNK      MONUMENTED
 OB0348  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OB0348
 OB0348                          STATION DESCRIPTION
 OB0348
 OB0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FLP)
 OB0348'A SEARCH WAS MADE AND A ROCK CAIRN WAS FOUND ON THE HIGHEST PART
 OB0348'OF THE ISLAND.  THE CAIRN IS 3 FEET TALL, BUT NO INDICATION OF A
 OB0348'MARK WAS FOUND IN ROCK OUTCROP UNDERNEATH CAIRN, WHICH IS 22.5
 OB0348'METERS DUE S OF A 25-FOOT FIR TREE, 16.9 METERS SSW OF A 35-FOOT
 OB0348'FIR TREE, WHICH IS THE MOST W OF THE TWO.  18.9 METERS SW OF A
 OB0348'40-FOOT BLUE SPRUCE TREE, 10.4 METERS NW OF A 45-FOOT FIR TREE,
 OB0348'AND 8.7 METERS SE OF A 40-FOOT FIR TREE.  POSITION SHOULD BE
 OB0348'VERIFIED BY AIR COMPILATION OFFICE.  NOTE--VERIFIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1928 ***********************************************************************
 OC1928  DESIGNATION -  CASCADE
 OC1928  PID         -  OC1928
 OC1928  STATE/COUNTY-  ME/YORK
 OC1928  USGS QUAD   -  OLD ORCHARD BEACH (1975)
 OC1928
 OC1928                         *CURRENT SURVEY CONTROL
 OC1928  ___________________________________________________________________
 OC1928* NAD 83(1996)-  43 33 16.44312(N)    070 24 16.97357(W)     ADJUSTED  
 OC1928* NAVD 88     -        30.5    (meters)     100.     (feet)  VERTCON   
 OC1928  ___________________________________________________________________
 OC1928  LAPLACE CORR-           3.84  (seconds)                    DEFLEC99
 OC1928  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 OC1928
 OC1928  HORZ ORDER  -  SECOND
 OC1928
 OC1928.The horizontal coordinates were established by classical geodetic methods
 OC1928.and adjusted by the National Geodetic Survey in March 1998..
 OC1928
 OC1928.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC1928.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC1928
 OC1928.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1928
 OC1928.The geoid height was determined by GEOID03.
 OC1928
 OC1928;                    North         East     Units Scale Factor Converg.
 OC1928;SPC ME W     -    80,151.469   880,765.437   MT  0.99997122   -0 09 50.5
 OC1928;UTM  19      - 4,823,360.039   386,538.502   MT  0.99975835   -0 58 04.9
 OC1928
 OC1928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1928!SPC ME W     -   0.99999934  x   0.99997122  =   0.99997056
 OC1928!UTM  19      -   0.99999934  x   0.99975835  =   0.99975769
 OC1928
 OC1928|---------------------------------------------------------------------|
 OC1928| PID    Reference Object                     Distance      Geod. Az  |
 OC1928|                                                           dddmmss.s |
 OC1928| CE7284 CASCADE RM 1                         10.192 METERS 01834     |
 OC1928| OC1927 CASCADE AZ MK                       405.752 METERS 0360112.5 |
 OC1928| OC1926 CASCADE AZ MK A PT                  395.465 METERS 03727     |
 OC1928| OC1929 CASCADE RM 2                         11.883 METERS 21510     |
 OC1928|---------------------------------------------------------------------|
 OC1928
 OC1928                          SUPERSEDED SURVEY CONTROL
 OC1928
 OC1928  NAD 83(1992)-  43 33 16.44182(N)    070 24 16.97469(W) AD(       ) 2
 OC1928  NAD 83(1986)-  43 33 16.44776(N)    070 24 16.98057(W) AD(       ) 2
 OC1928  NAD 27      -  43 33 16.14959(N)    070 24 18.80124(W) AD(       ) 2
 OC1928  NGVD 29 (07/19/86)   30.7    (m)          101.     (f) VERT ANG       
 OC1928
 OC1928.Superseded values are not recommended for survey control.
 OC1928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1928.See file dsdata.txt to determine how the superseded data were derived.
 OC1928
 OC1928_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ8653923360(NAD 83)
 OC1928_MARKER: DS = TRIANGULATION STATION DISK
 OC1928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC1928
 OC1928  HISTORY     - Date     Condition        Report By
 OC1928  HISTORY     - 1976     MONUMENTED       NGS
 OC1928
 OC1928                          STATION DESCRIPTION
 OC1928
 OC1928'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC1928'THE STATION IS LOCATED ABOUT 1.25 MILES SOUTHWEST OF
 OC1928'WEST SCARBORO, 3.25 MILES NORTHWEST OF PINE POINT
 OC1928'AND 4.25 MILES NORTHEAST OF SACO.
 OC1928'
 OC1928'THE PROPERTY IS OWNED BY THE STATE OF MAINE.
 OC1928'
 OC1928'TO REACH THE STATION FROM THE POST OFFICE IN SCARBORO,
 OC1928'GO SOUTHWEST ON U.S. ROUTE 1 AND STATE ROUTE 9 FOR 1.6
 OC1928'MILES TO THE SCARBORO INDUSTRIAL PARK ROAD ON THE LEFT.
 OC1928'CONTINUE SOUTHWEST ON ROUTES 1 AND 9 FOR 1.4 MILES TO
 OC1928'THE JUNCTION WITH STATE ROUTE 9 ON THE LEFT.  CONTINUE
 OC1928'ON ROUTE 1 FOR 0.4 MILE TO THE OLD BULE POINT HILL
 OC1928'ROAD ON THE LEFT. KEEP STRAIGHT ON U.S. ROUTE 1
 OC1928'FOR 0.75 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 OC1928'ON ROUTE 1 FOR 0.25 MILE TO THE STATION MARK ON THE RIGHT.
 OC1928'
 OC1928'THE STATION MARK IS A STANDARD DISK STAMPED--CASCADE 1976--,
 OC1928'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST INCH
 OC1928'IS FLUSH WITH THE GROUND SURFACE.  THE UNDERGROUND DISK IS
 OC1928'STAMPED CASCADE 1976, IT IS SET IN THE TOP OF AN IRREGULAR
 OC1928'MASS OF CONCRETE ABOUT 48 INCHES BELOW THE GROUND SURFACE.
 OC1928'IT IS 29.0 FEET WEST OF THE CENTERLINE OF U.S. ROUTE 1, 71.5
 OC1928'FEET SOUTHWEST OF POWER POLE NUMBER J 225 AND 62.5 FEET
 OC1928'SOUTH OF A 30-INCH MAPLE TREE.
 OC1928'
 OC1928'REFERENCE MARK 1 IS A STANDARD DISK STAMPED-CASCADE NO 1 1976-,
 OC1928'SET IN THE TOP OF A CONCRETE AND STONE HEADWALL OF A ROADWAY
 OC1928'CULVERT.  IT IS 38.5 WEST OF THE CENTERLINE OF U.S. ROUTE 1,
 OC1928'OF A GRAVEL DRIVEWAY AND 66.0 FEET WEST OF POWER POLE J 225.
 OC1928'
 OC1928'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CASCADE NO 2 1976,
 OC1928'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST.  IT IS
 OC1928'29.5 FEET WEST OF THE CENTERLINE OF U.S. ROUTE 1 AND 67.5 FEET
 OC1928'NORTHWEST OF POWER POLE NUMBER J 224.
 OC1928'
 OC1928'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED-
 OC1928'CASCADE AZ 1976-SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OC1928'CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES ABOVE THE
 OC1928'GROUND SURFACE.  IT IS 32.0 FEET EAST OF THE CENTERLINE
 OC1928'OF U.S. ROUTE 1, 22.5 FEET SOUTH-SOUTHEAST OF POWER
 OC1928'POLE NUMBER J 236, 2.5 FEET WEST OF A METAL WITNESS POST
 OC1928'AND 50.4 FEET SOUTH OF A FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1126 ***********************************************************************
 PF1126  DESIGNATION -  CASCO
 PF1126  PID         -  PF1126
 PF1126  STATE/COUNTY-  ME/CUMBERLAND
 PF1126  USGS QUAD   -  CASCO (1983)
 PF1126
 PF1126                         *CURRENT SURVEY CONTROL
 PF1126  ___________________________________________________________________
 PF1126* NAD 83(1996)-  44 00 32.31556(N)    070 30 58.53196(W)     ADJUSTED  
 PF1126* NAVD 88     -       136.9    (meters)     449.     (feet)  VERTCON   
 PF1126  ___________________________________________________________________
 PF1126  LAPLACE CORR-           4.51  (seconds)                    DEFLEC99
 PF1126  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 PF1126
 PF1126  HORZ ORDER  -  SECOND
 PF1126
 PF1126.The horizontal coordinates were established by classical geodetic methods
 PF1126.and adjusted by the National Geodetic Survey in March 1998..
 PF1126
 PF1126.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF1126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF1126
 PF1126.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1126
 PF1126.The geoid height was determined by GEOID03.
 PF1126
 PF1126;                    North         East     Units Scale Factor Converg.
 PF1126;SPC ME W     -   130,670.144   871,965.696   MT  0.99997633   -0 14 34.4
 PF1126;UTM  19      - 4,873,987.374   378,453.108   MT  0.99978170   -1 03 12.9
 PF1126
 PF1126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1126!SPC ME W     -   0.99998273  x   0.99997633  =   0.99995906
 PF1126!UTM  19      -   0.99998273  x   0.99978170  =   0.99976443
 PF1126
 PF1126|---------------------------------------------------------------------|
 PF1126| PID    Reference Object                     Distance      Geod. Az  |
 PF1126|                                                           dddmmss.s |
 PF1126| PF1127 CASCO A PT                            8.392 METERS 18824     |
 PF1126| PF1123 CASCO AZ MK                         APPROX. 0.6 KM 2360150.0 |
 PF1126| PF1122 TT 19 T USGS                         31.650 METERS 25311     |
 PF1126| PF1121 CASCO RM 1                           12.198 METERS 30703     |
 PF1126| PF1124 BELL HILL MEETING HOUSE             APPROX. 9.4 KM 3383254.9 |
 PF1126|---------------------------------------------------------------------|
 PF1126
 PF1126                          SUPERSEDED SURVEY CONTROL
 PF1126
 PF1126  NAD 83(1992)-  44 00 32.31512(N)    070 30 58.53293(W) AD(       ) 2
 PF1126  NAD 83(1986)-  44 00 32.32217(N)    070 30 58.53739(W) AD(       ) 2
 PF1126  NAD 27      -  44 00 32.06357(N)    070 31 00.32799(W) AD(       ) 2
 PF1126  NGVD 29 (07/19/86)  137.1    (m)          450.     (f) VERT ANG       
 PF1126
 PF1126.Superseded values are not recommended for survey control.
 PF1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1126.See file dsdata.txt to determine how the superseded data were derived.
 PF1126
 PF1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ7845373987(NAD 83)
 PF1126_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PF1126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PF1126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PF1126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF1126+STABILITY: SURFACE MOTION
 PF1126
 PF1126  HISTORY     - Date     Condition        Report By
 PF1126  HISTORY     - 1976     MONUMENTED       NGS
 PF1126
 PF1126                          STATION DESCRIPTION
 PF1126
 PF1126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 PF1126'THE STATION IS LOCATED ALONG HIGHWAY RIGHT OF-WAY, ABOUT 0.5
 PF1126'MILE EAST-NORTHEAST OF CASCO, 4.5 MILES NORTHEAST OF NAPLES
 PF1126'AND 7.25 MILES SOUTHWEST OF POLAND.
 PF1126'
 PF1126'TO REACH THE STATION FROM THE POST OFFICE IN CASCO, GO NORTH ON
 PF1126'STATE HIGHWAY 121 FOR 0.15 MILE TO A SIDE ROAD RIGHT AND THE
 PF1126'AZIMUTH MARK ON THE RIGHT. TURN RIGHT AND GO EASTERLY AROUND
 PF1126'THE EAST EDGE OF A LAKE ON A PAVED ROAD FOR 0.4 MILE TO THE
 PF1126'STATION ON THE RIGHT.
 PF1126'
 PF1126'STATION MARKS, STAMPED---CASCO 1976---, ARE STANDARD DISKS.
 PF1126'THE SURFACE MARK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 PF1126'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. IT IS 21.0
 PF1126'FEET EAST OF THE APPROXIMATE CENTER OF A PAVED ROAD, 3.5
 PF1126'FEET WEST OF A METAL WITNESS POST AND 40 FEET EAST-
 PF1126'SOUTHEAST OF A 28-INCH OAK TREE.  THE
 PF1126'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE THAT
 PF1126'IS 40 INCHES BELOW THE GROUND.
 PF1126'
 PF1126'REFERENCE MARK 1, STAMPED---CASCO NO 1 1976---, IS A STANDARD
 PF1126'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 PF1126'THAT IS FLUSH WITH THE GROUND. IT IS 19.0 FEET WEST OF THE
 PF1126'APPROXIMATE CENTER OF THE PAVED ROAD, 60 FEET WEST-
 PF1126'SOUTHWEST OF A 28-INCH OAK TREE AND 43.5 FEET WEST OF A
 PF1126'METAL WITNESS POST AT THE STATION MARK.
 PF1126'
 PF1126'REFERENCE MARK 2, STAMPED---TT 19 T 1942---, IS A U.S.
 PF1126'GEOLOGICAL SURVEY DISK CEMENTED IN A DRILL HOLE IN A CONCRETE
 PF1126'WELL COVERING. IT IS 11 FEET NORTH OF THE APPROXIMATE CENTER OF
 PF1126'A DRIVEWAY, 27.0 FEET WEST OF POWER POLE NUMBER 44
 PF1126'AND 42.0 FEET WEST OF THE APPROXIMATE CENTER OF THE PAVED
 PF1126'ROAD.
 PF1126'
 PF1126'AZIMUTH MARK, STAMPED---CASCO 1976---, IS A STANDARD DISK SET
 PF1126'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 PF1126'ABOUT 2 INCHES BELOW THE GROUND. IT IS 35.0 FEET NORTH OF
 PF1126'POWERLINE POLE NUMBER 57, 4 FEET SOUTH OF THE EDGE OF
 PF1126'PAVEMENT OF THE SIDE ROAD RIGHT AND 65 FEET EAST OF THE
 PF1126'CENTERLINE OF ROUTE 121.
 PF1126'
 PF1126'THE HEIGHT OF LIGHT ABOVE THE MARK WAS 1.2 METERS.
 PF1126'
 PF1126'DESCRIBED BY G.E. NELSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1123 ***********************************************************************
 PF1123  DESIGNATION -  CASCO AZ MK
 PF1123  PID         -  PF1123
 PF1123  STATE/COUNTY-  ME/CUMBERLAND
 PF1123  USGS QUAD   -  CASCO (1983)
 PF1123
 PF1123                         *CURRENT SURVEY CONTROL
 PF1123  ___________________________________________________________________
 PF1123* NAD 83(1996)-  44 00 21.69764(N)    070 31 20.36563(W)     ADJUSTED  
 PF1123* NAVD 88     -       139.6    (meters)     458.     (feet)  VERTCON   
 PF1123  ___________________________________________________________________
 PF1123  LAPLACE CORR-           4.63  (seconds)                    DEFLEC99
 PF1123  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 PF1123
 PF1123  HORZ ORDER  -  SECOND
 PF1123
 PF1123.The horizontal coordinates were established by classical geodetic methods
 PF1123.and adjusted by the National Geodetic Survey in March 1998..
 PF1123
 PF1123.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF1123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF1123
 PF1123.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1123
 PF1123.The geoid height was determined by GEOID03.
 PF1123
 PF1123;                    North         East     Units Scale Factor Converg.
 PF1123;SPC ME W     -   130,344.517   871,477.928   MT  0.99997667   -0 14 49.5
 PF1123;UTM  19      - 4,873,668.742   377,960.878   MT  0.99978318   -1 03 27.9
 PF1123
 PF1123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1123!SPC ME W     -   0.99998230  x   0.99997667  =   0.99995897
 PF1123!UTM  19      -   0.99998230  x   0.99978318  =   0.99976549
 PF1123
 PF1123:                Primary Azimuth Mark                     Grid Az
 PF1123:SPC ME W     -  CASCO                                    056 16 24.4
 PF1123:UTM  19      -  CASCO                                    057 05 02.8
 PF1123
 PF1123|---------------------------------------------------------------------|
 PF1123| PID    Reference Object                     Distance      Geod. Az  |
 PF1123|                                                           dddmmss.s |
 PF1123| PF1126 CASCO                               APPROX. 0.6 KM 0560134.9 |
 PF1123|---------------------------------------------------------------------|
 PF1123
 PF1123                          SUPERSEDED SURVEY CONTROL
 PF1123
 PF1123  NAD 83(1992)-  44 00 21.69721(N)    070 31 20.36659(W) AD(       ) 2
 PF1123  NAD 83(1986)-  44 00 21.70423(N)    070 31 20.37119(W) AD(       ) 2
 PF1123  NAD 27      -  44 00 21.44570(N)    070 31 22.16101(W) AD(       ) 2
 PF1123  NGVD 29 (07/19/86)  139.8    (m)          459.     (f) VERT ANG       
 PF1123
 PF1123.Superseded values are not recommended for survey control.
 PF1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1123.See file dsdata.txt to determine how the superseded data were derived.
 PF1123
 PF1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ7796173669(NAD 83)
 PF1123_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PF1123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PF1123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PF1123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF1123+STABILITY: SURFACE MOTION
 PF1123
 PF1123  HISTORY     - Date     Condition        Report By
 PF1123  HISTORY     - 1976     MONUMENTED       NGS
 PF1123
 PF1123                          STATION DESCRIPTION
 PF1123
 PF1123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 PF1123'THIS STATION WAS ESTABLISHED BY AN EDM MEASUREMENT FROM
 PF1123'TRAVERSE STATION CASCO. SEE DESCRIPTION THEREOF.
 PF1123'
 PF1123'DESCRIBED BY JERRY E. ELLINGWOOD.
 PF1123'
 PF1123'THE HEIGHT OF LIGHT ABOVE THE STATION WAS 1.0 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0610 ***********************************************************************
 PD0610  DESIGNATION -  CASE
 PD0610  PID         -  PD0610
 PD0610  STATE/COUNTY-  ME/WASHINGTON
 PD0610  USGS QUAD   -  WEST LUBEC (1975)
 PD0610
 PD0610                         *CURRENT SURVEY CONTROL
 PD0610  ___________________________________________________________________
 PD0610* NAD 83(1996)-  44 50 23.79598(N)    067 02 44.54918(W)     ADJUSTED  
 PD0610* NAVD 88     -         3.6    (meters)      12.     (feet)  VERTCON   
 PD0610  ___________________________________________________________________
 PD0610  LAPLACE CORR-           3.40  (seconds)                    DEFLEC99
 PD0610  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 PD0610
 PD0610  HORZ ORDER  -  THIRD
 PD0610
 PD0610.The horizontal coordinates were established by classical geodetic methods
 PD0610.and adjusted by the National Geodetic Survey in March 1998..
 PD0610
 PD0610.The NAVD 88 height was computed by applying the VERTCON shift value to
 PD0610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PD0610
 PD0610.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0610
 PD0610.The geoid height was determined by GEOID03.
 PD0610
 PD0610;                    North         East     Units Scale Factor Converg.
 PD0610;SPC ME E     -   131,387.163   414,973.699   MT  1.00006250   +1 01 32.1
 PD0610;UTM  19      - 4,967,028.172   654,456.537   MT  0.99989337   +1 22 41.9
 PD0610
 PD0610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0610!SPC ME E     -   1.00000295  x   1.00006250  =   1.00006545
 PD0610!UTM  19      -   1.00000295  x   0.99989337  =   0.99989632
 PD0610
 PD0610                          SUPERSEDED SURVEY CONTROL
 PD0610
 PD0610  NAD 83(1992)-  44 50 23.78613(N)    067 02 44.55129(W) AD(       ) 3
 PD0610  NAD 83(1986)-  44 50 23.78402(N)    067 02 44.55017(W) AD(       ) 3
 PD0610  NGVD 29 (09/20/87)    3.8    (m)           12.     (f) VERT ANG       
 PD0610
 PD0610.Superseded values are not recommended for survey control.
 PD0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0610.See file dsdata.txt to determine how the superseded data were derived.
 PD0610
 PD0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5445767028(NAD 83)
 PD0610_MARKER: DD = SURVEY DISK
 PD0610_SETTING: 66 = SET IN ROCK OUTCROP
 PD0610_SP_SET: SET IN A ROCK LEDGE
 PD0610_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0610_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0610+STABILITY: POSITION/ELEVATION WELL
 PD0610
 PD0610  HISTORY     - Date     Condition        Report By
 PD0610  HISTORY     - 1986     MONUMENTED       NOS
 PD0610
 PD0610                          STATION DESCRIPTION
 PD0610
 PD0610'DESCRIBED BY NATIONAL OCEAN SERVICE 1986 (JGF)
 PD0610'THE STATION IS LOCATED 4.5 MILES SOUTHWEST FROM EASTPORT AT THE
 PD0610'SOUTH END OF SOUTHBAY, 1/2 MILE SOUTH OF LONG ISLAND ON AN UNNAMED
 PD0610'ISLAND JUST NORTH FROM RED POINT.
 PD0610'
 PD0610'THE STATION WAS REACHED BY BOAT FROM EASTPORT.
 PD0610'
 PD0610'THE STATION IS AN N.O.S. BRONZE DISK STAMPED---CASE 1986---,
 PD0610'CEMENTED IN A DRILL HOLE IN A ROCK LEDGE.  IT IS LOCATED AT THE
 PD0610'NORTHEAST SIDE OF THE ISLAND, 22.5 METERS (74 FT.) SOUTHEAST OF THE
 PD0610'WEST END OF A SMALL INLET, AND 9 FT. FROM AN 8 INCH POPLAR W/WS.
 PD0610'6 FT. SOUTH FROM HIGH WATER LEVEL AND 2 FT. ABOVE HIGH WATER.
 PD0610'
 PD0610'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 PD0610'DESCRIBED J.G.FREDRICK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0829 ***********************************************************************
 PD0829  DESIGNATION -  CASE 1886
 PD0829  PID         -  PD0829
 PD0829  STATE/COUNTY-  ME/WASHINGTON
 PD0829  USGS QUAD   -  EASTPORT (1977)
 PD0829
 PD0829                         *CURRENT SURVEY CONTROL
 PD0829  ___________________________________________________________________
 PD0829* NAD 83(1996)-  44 52 52.34568(N)    067 05 40.18781(W)     ADJUSTED  
 PD0829* NAVD 88     -        37.     (meters)     121.     (feet)  SCALED    
 PD0829  ___________________________________________________________________
 PD0829  LAPLACE CORR-           4.10  (seconds)                    DEFLEC99
 PD0829  GEOID HEIGHT-         -22.56  (meters)                     GEOID03
 PD0829
 PD0829  HORZ ORDER  -  THIRD
 PD0829
 PD0829.The horizontal coordinates were established by classical geodetic methods
 PD0829.and adjusted by the National Geodetic Survey in March 1998..
 PD0829
 PD0829.The orthometric height was scaled from a topographic map.
 PD0829
 PD0829.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0829
 PD0829.The geoid height was determined by GEOID03.
 PD0829
 PD0829;                    North         East     Units Scale Factor Converg.
 PD0829;SPC ME E     -   135,904.430   411,037.206   MT  1.00005156   +0 59 30.8
 PD0829;UTM  19      - 4,971,520.343   650,492.979   MT  0.99987850   +1 20 41.5
 PD0829
 PD0829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0829!SPC ME E     -   0.99999777  x   1.00005156  =   1.00004933
 PD0829!UTM  19      -   0.99999777  x   0.99987850  =   0.99987627
 PD0829
 PD0829:                Primary Azimuth Mark                     Grid Az
 PD0829:SPC ME E     -  OX PASTURE FLAG                          005 27 51.7
 PD0829:UTM  19      -  OX PASTURE FLAG                          005 06 41.0
 PD0829
 PD0829|---------------------------------------------------------------------|
 PD0829| PID    Reference Object                     Distance      Geod. Az  |
 PD0829|                                                           dddmmss.s |
 PD0829| PD0868 OX PASTURE FLAG                     APPROX. 7.0 KM 0062722.5 |
 PD0829| PD0876 FOX FLAG                            APPROX. 6.6 KM 0221651.4 |
 PD0829| PD0877 LORINGS BARN VENT                   APPROX. 6.3 KM 0234220.3 |
 PD0829| PD0822 PLEASANT POINT CHURCH               APPROX. 9.4 KM 0272427.3 |
 PD0829| PD0776 EASTPORT UNITARIAN CH SPIRE         APPROX. 8.7 KM 0734821.9 |
 PD0829| PD0851 CLARK 2 FLAG                        APPROX. 4.4 KM 0954855.2 |
 PD0829| PD0908 HAY ISLAND FLAG                     APPROX. 3.2 KM 1181721.2 |
 PD0829| PD0909 BLACK FLAG                          APPROX. 3.8 KM 1303450.8 |
 PD0829| PD0920 LITTLE 2 1886                       APPROX. 6.1 KM 2383100.1 |
 PD0829| PD0944 EVERETT FLAG                        APPROX. 4.4 KM 3173735.3 |
 PD0829| PD0862 ROGERS FLAG                         APPROX. 6.9 KM 3462706.5 |
 PD0829| PD0864 MC MAHONS PINE FLAG                 APPROX. 7.4 KM 3522024.1 |
 PD0829|---------------------------------------------------------------------|
 PD0829
 PD0829                          SUPERSEDED SURVEY CONTROL
 PD0829
 PD0829  NAD 83(1992)-  44 52 52.33588(N)    067 05 40.18848(W) AD(       ) 3
 PD0829  NAD 83(1986)-  44 52 52.33368(N)    067 05 40.19030(W) AD(       ) 3
 PD0829  NAD 27      -  44 52 52.04700(N)    067 05 42.25600(W) AD(       ) 3
 PD0829
 PD0829.Superseded values are not recommended for survey control.
 PD0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0829.See file dsdata.txt to determine how the superseded data were derived.
 PD0829
 PD0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5049371520(NAD 83)
 PD0829
 PD0829  HISTORY     - Date     Condition        Report By
 PD0829  HISTORY     - 1886     MONUMENTED       CGS
 PD0829  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0829
 PD0829                          STATION DESCRIPTION
 PD0829
 PD0829'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0829'STATION IS ON THE HIGHEST PART OF A BARE LEDGE ON DENBOWS NECK,
 PD0829'ABOUT 1 MILE S OF DENBOWS POINT, WHICH IS THE N EXTREMITY OF THE
 PD0829'NECK, AND ABOUT 150 METERS E OF THE ROAD ALONG THE NECK.  THE
 PD0829'STATION IS ON THE FARM OF SOLOMON CASE, WHOSE HOUSE IS ON THE
 PD0829'W SIDE OF THE ROAD, AND ABOUT 150 METERS SW OF THE STATION.  IN
 PD0829'1913 SEVERAL DRILL HOLES WERE FOUND, BUT THE ONE MARKING THE
 PD0829'STATION WAS NOT IDENTIFIED.  IN 1946, ONE DRILL HOLE ONLY WAS
 PD0829'FOUND ON THE SUMMIT OF THE HILL, WHICH WAS PROBABLY THE
 PD0829'STATION BUT NEEDS FURTHER WORK FOR A POSITIVE IDENTIFICATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0587 ***********************************************************************
 QF0587  DESIGNATION -  CASEY IBC
 QF0587  PID         -  QF0587
 QF0587  STATE/COUNTY-  ME/WASHINGTON
 QF0587  USGS QUAD   -  VANCEBORO (1988)
 QF0587
 QF0587                         *CURRENT SURVEY CONTROL
 QF0587  ___________________________________________________________________
 QF0587* NAD 83(1996)-  45 35 03.88820(N)    067 25 45.10666(W)     ADJUSTED  
 QF0587* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 QF0587  ___________________________________________________________________
 QF0587  LAPLACE CORR-           3.00  (seconds)                    DEFLEC99
 QF0587  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 QF0587
 QF0587  HORZ ORDER  -  THIRD
 QF0587
 QF0587.The horizontal coordinates were established by classical geodetic methods
 QF0587.and adjusted by the National Geodetic Survey in March 1998..
 QF0587
 QF0587.The orthometric height was scaled from a topographic map.
 QF0587
 QF0587.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0587
 QF0587.The geoid height was determined by GEOID03.
 QF0587
 QF0587;                    North         East     Units Scale Factor Converg.
 QF0587;SPC ME E     -   213,645.016   383,558.345   MT  0.99998581   +0 45 53.6
 QF0587;UTM  19      - 5,049,074.609   622,538.062   MT  0.99978461   +1 07 19.7
 QF0587
 QF0587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0587!SPC ME E     -   0.99998539  x   0.99998581  =   0.99997120
 QF0587!UTM  19      -   0.99998539  x   0.99978461  =   0.99977001
 QF0587
 QF0587:                Primary Azimuth Mark                     Grid Az
 QF0587:SPC ME E     -  LACEY IBC                                151 45 18.5
 QF0587:UTM  19      -  LACEY IBC                                151 23 52.4
 QF0587
 QF0587|---------------------------------------------------------------------|
 QF0587| PID    Reference Object                     Distance      Geod. Az  |
 QF0587|                                                           dddmmss.s |
 QF0587| QF0561 LACEY IBC                           APPROX. 0.6 KM 1523112.1 |
 QF0587| QF0592 REFERENCE MON 120=UCA               269.508 METERS 21415     |
 QF0587| QF0636 UPPER BASE VANCEBORO IBC            240.347 METERS 32844     |
 QF0587| QF0635 REFERENCE MON 119=N B RM            239.335 METERS 32913     |
 QF0587|---------------------------------------------------------------------|
 QF0587
 QF0587                          SUPERSEDED SURVEY CONTROL
 QF0587
 QF0587  NAD 83(1992)-  45 35 03.88418(N)    067 25 45.10370(W) AD(       ) 3
 QF0587  NAD 83(1986)-  45 35 03.88864(N)    067 25 45.11392(W) AD(       ) 3
 QF0587  NAD 27      -  45 35 03.65298(N)    067 25 47.11479(W) AD(       ) 3
 QF0587
 QF0587.Superseded values are not recommended for survey control.
 QF0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0587.See file dsdata.txt to determine how the superseded data were derived.
 QF0587
 QF0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2253849075(NAD 83)
 QF0587_MARKER: DD = SURVEY DISK
 QF0587_SETTING: 80 = SET IN A BOULDER
 QF0587_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0587+STABILITY: SURFACE MOTION
 QF0587
 QF0587  HISTORY     - Date     Condition        Report By
 QF0587  HISTORY     - 1911     MONUMENTED       IBC
 QF0587  HISTORY     - 1955     GOOD             IBC
 QF0587  HISTORY     - 1972     GOOD             IBC
 QF0587
 QF0587                          STATION DESCRIPTION
 QF0587
 QF0587'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (AJB)
 QF0587'ON THE E SHORE OF SPEDNIK LAKE, ON A LITTLE POINT 300 METERS BELOW
 QF0587'CASEY BROOK AND OPPOSITE ICE HOUSE POINT.  IT IS ON A ROCK 1.4
 QF0587'METERS LONG, 1.2 METERS WIDE, AND 0.6 METER HIGH, AMONG SMALL TREES,
 QF0587'JUST INSIDE THE HIGH - WATER LINE.
 QF0587'
 QF0587'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE IN THE ROCK.  A
 QF0587'CROSS WITHIN A TRIANGLE IS CUT IN A ROCK PROJECTING 1 FOOT ABOVE THE
 QF0587'GROUND, 15.15 METERS UPSTREAM FROM THE STATION.  A LIKE MARK IS CUT
 QF0587'IN A ROCK PROJECTING 2 FEET ABOVE GROUND, 10.37 METERS DOWNSTREAM
 QF0587'FROM THE STATION.  A THIRD LIKE MARK IS CUT IN A ROCK PROJECTING 1
 QF0587'FOOT ABOVE THE GROUND, 14.66 METERS INLAND FROM THE STATION.  THERE
 QF0587'IS AN EYEBOLT AND RING SET IN A DRILL HOLE IN THE ROCK.
 QF0587
 QF0587                          STATION RECOVERY (1955)
 QF0587
 QF0587'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF0587'STATION RECOVERED IN GOOD CONDITION.
 QF0587
 QF0587                          STATION RECOVERY (1972)
 QF0587
 QF0587'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF0587'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1478 ***********************************************************************
 OC1478  DESIGNATION -  CAST
 OC1478  PID         -  OC1478
 OC1478  STATE/COUNTY-  ME/CUMBERLAND
 OC1478  USGS QUAD   -  FREEPORT (1970)
 OC1478
 OC1478                         *CURRENT SURVEY CONTROL
 OC1478  ___________________________________________________________________
 OC1478* NAD 83(1996)-  43 49 07.38206(N)    070 06 42.35480(W)     ADJUSTED  
 OC1478* NAVD 88     -                                                        
 OC1478  ___________________________________________________________________
 OC1478  LAPLACE CORR-           3.14  (seconds)                    DEFLEC99
 OC1478  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 OC1478
 OC1478  HORZ ORDER  -  THIRD
 OC1478
 OC1478.The horizontal coordinates were established by classical geodetic methods
 OC1478.and adjusted by the National Geodetic Survey in March 1998..
 OC1478
 OC1478
 OC1478.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1478
 OC1478.The geoid height was determined by GEOID03.
 OC1478
 OC1478;                    North         East     Units Scale Factor Converg.
 OC1478;SPC ME W     -   109,473.074   904,416.674   MT  0.99996691   +0 02 16.8
 OC1478;UTM  19      - 4,852,339.103   410,594.022   MT  0.99969832   -0 46 11.3
 OC1478
 OC1478                          SUPERSEDED SURVEY CONTROL
 OC1478
 OC1478  NAD 83(1992)-  43 49 07.38050(N)    070 06 42.35474(W) AD(       ) 4
 OC1478  NAD 83(1986)-  43 49 07.38643(N)    070 06 42.35992(W) AD(       ) 4
 OC1478  NAD 27      -  43 49 07.09200(N)    070 06 44.17900(W) AD(       ) 3
 OC1478
 OC1478.Superseded values are not recommended for survey control.
 OC1478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1478.See file dsdata.txt to determine how the superseded data were derived.
 OC1478
 OC1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ1059452339(NAD 83)
 OC1478
 OC1478  HISTORY     - Date     Condition        Report By
 OC1478  HISTORY     - 1941     MONUMENTED       CGS
 OC1478
 OC1478                          STATION DESCRIPTION
 OC1478
 OC1478'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FLP)
 OC1478'THIS STATION WAS NOT OCCUPIED.  IT IS THE SMALL CHIMNEY OR TURRET ON
 OC1478'THE N SIDE OF THE STONE TOWER AT SOUTH FREEPORT, MAINE, THAT WAS
 OC1478'FORMERLY PART OF A HOTEL THAT BURNED DOWN.  THE CENTER OF THE STONE
 OC1478'TOWER WAS LOCATED BY INTERSECTION IN 1933 AND IS CALLED SOUTH
 OC1478'FREEPORT, CASCO CASTLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2116 ***********************************************************************
 PE2116  DESIGNATION -  CASTINE
 PE2116  PID         -  PE2116
 PE2116  STATE/COUNTY-  ME/HANCOCK
 PE2116  USGS QUAD   -  CASTINE (1979)
 PE2116
 PE2116                         *CURRENT SURVEY CONTROL
 PE2116  ___________________________________________________________________
 PE2116* NAD 83(1996)-  44 23 18.24462(N)    068 48 55.57809(W)     ADJUSTED  
 PE2116* NAVD 88     -                                                        
 PE2116  ___________________________________________________________________
 PE2116  LAPLACE CORR-           3.20  (seconds)                    DEFLEC99
 PE2116  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 PE2116
 PE2116  HORZ ORDER  -  THIRD
 PE2116
 PE2116.The horizontal coordinates were established by classical geodetic methods
 PE2116.and adjusted by the National Geodetic Survey in March 1998..
 PE2116
 PE2116
 PE2116.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2116
 PE2116.The geoid height was determined by GEOID03.
 PE2116
 PE2116;                    North         East     Units Scale Factor Converg.
 PE2116;SPC ME E     -    80,234.314   274,868.031   MT  0.99990777   -0 13 14.4
 PE2116;UTM  19      - 4,915,029.750   514,700.195   MT  0.99960266   +0 07 44.8
 PE2116
 PE2116                          SUPERSEDED SURVEY CONTROL
 PE2116
 PE2116  NAD 83(1992)-  44 23 18.24613(N)    068 48 55.55900(W) AD(       ) 4
 PE2116  NAD 83(1986)-  44 23 18.24792(N)    068 48 55.56081(W) AD(       ) 4
 PE2116  NAD 27      -  44 23 17.96000(N)    068 48 57.46000(W) AD(       ) 3
 PE2116
 PE2116.Superseded values are not recommended for survey control.
 PE2116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2116.See file dsdata.txt to determine how the superseded data were derived.
 PE2116
 PE2116_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1470015030(NAD 83)
 PE2116
 PE2116  HISTORY     - Date     Condition        Report By
 PE2116  HISTORY     - UNK      MONUMENTED
 PE2116  HISTORY     - 1911     SEE DESCRIPTION  CGS
 PE2116  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE2116
 PE2116                          STATION DESCRIPTION
 PE2116
 PE2116'DESCRIBED BY COAST AND GEODETIC SURVEY 1911
 PE2116'STATION REPORTED LOST IN 1911.
 PE2116
 PE2116                          STATION RECOVERY (1944)
 PE2116
 PE2116'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE2116'REPORTED LOST IN 1911.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2111 ***********************************************************************
 PE2111  DESIGNATION -  CASTINE NORMAL SCHOOL SPIRE
 PE2111  PID         -  PE2111
 PE2111  STATE/COUNTY-  ME/HANCOCK
 PE2111  USGS QUAD   -  CASTINE (1979)
 PE2111
 PE2111                         *CURRENT SURVEY CONTROL
 PE2111  ___________________________________________________________________
 PE2111* NAD 83(1996)-  44 23 25.38182(N)    068 48 12.79820(W)     ADJUSTED  
 PE2111* NAVD 88     -                                                        
 PE2111  ___________________________________________________________________
 PE2111  LAPLACE CORR-           2.97  (seconds)                    DEFLEC99
 PE2111  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 PE2111
 PE2111  HORZ ORDER  -  THIRD
 PE2111
 PE2111.The horizontal coordinates were established by classical geodetic methods
 PE2111.and adjusted by the National Geodetic Survey in March 1998..
 PE2111
 PE2111
 PE2111.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2111
 PE2111.The geoid height was determined by GEOID03.
 PE2111
 PE2111;                    North         East     Units Scale Factor Converg.
 PE2111;SPC ME E     -    80,451.016   275,815.627   MT  0.99990719   -0 12 44.5
 PE2111;UTM  19      - 4,915,252.165   515,646.163   MT  0.99960301   +0 08 14.7
 PE2111
 PE2111                          SUPERSEDED SURVEY CONTROL
 PE2111
 PE2111  NAD 83(1992)-  44 23 25.38370(N)    068 48 12.77971(W) AD(       ) 4
 PE2111  NAD 83(1986)-  44 23 25.38645(N)    068 48 12.78154(W) AD(       ) 4
 PE2111  NAD 27      -  44 23 25.11000(N)    068 48 14.67200(W) AD(       ) 3
 PE2111
 PE2111.Superseded values are not recommended for survey control.
 PE2111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2111.See file dsdata.txt to determine how the superseded data were derived.
 PE2111
 PE2111_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1564615252(NAD 83)
 PE2111
 PE2111  HISTORY     - Date     Condition        Report By
 PE2111  HISTORY     - 1911     MONUMENTED       CGS
 PE2111  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2111  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE2111
 PE2111                          STATION DESCRIPTION
 PE2111
 PE2111'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (NHH)
 PE2111'STATION IS ON THE TOP OF THE SPIRE ON THE BRICK BUILDING.
 PE2111
 PE2111                          STATION RECOVERY (1934)
 PE2111
 PE2111'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2111'RECOVERED.  THE WHITE SPIRE WITH DARK ROOF AND WEATHER VANE ON
 PE2111'THE RED BRICK NORMAL SCHOOL BUILDING ON THE S SIDE OF BATTLE
 PE2111'AVENUE BETWEEN PLEASANT AND MAIN STREETS.
 PE2111'
 PE2111'THIS IS AN INTERSECTION STATION.
 PE2111
 PE2111                          STATION RECOVERY (1944)
 PE2111
 PE2111'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE2111'STATION IS LOST AS THE SPIRE HAS BEEN TORN DOWN, BUT THE BUILDING
 PE2111'REMAINS.  IT IS UNDERSTOOD THAT A NEW SPIRE IS TO BE ERECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2112 ***********************************************************************
 PE2112  DESIGNATION -  CASTINE ORTHODOX CHURCH SPIRE
 PE2112  PID         -  PE2112
 PE2112  STATE/COUNTY-  ME/HANCOCK
 PE2112  USGS QUAD   -  CASTINE (1979)
 PE2112
 PE2112                         *CURRENT SURVEY CONTROL
 PE2112  ___________________________________________________________________
 PE2112* NAD 83(1996)-  44 23 20.91882(N)    068 47 59.44398(W)     ADJUSTED  
 PE2112* NAVD 88     -                                                        
 PE2112  ___________________________________________________________________
 PE2112  LAPLACE CORR-           2.93  (seconds)                    DEFLEC99
 PE2112  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 PE2112
 PE2112  HORZ ORDER  -  THIRD
 PE2112
 PE2112.The horizontal coordinates were established by classical geodetic methods
 PE2112.and adjusted by the National Geodetic Survey in March 1998..
 PE2112
 PE2112
 PE2112.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2112
 PE2112.The geoid height was determined by GEOID03.
 PE2112
 PE2112;                    North         East     Units Scale Factor Converg.
 PE2112;SPC ME E     -    80,312.183   276,110.661   MT  0.99990702   -0 12 35.1
 PE2112;UTM  19      - 4,915,115.177   515,941.949   MT  0.99960313   +0 08 24.1
 PE2112
 PE2112                          SUPERSEDED SURVEY CONTROL
 PE2112
 PE2112  NAD 83(1992)-  44 23 20.92095(N)    068 47 59.42545(W) AD(       ) 4
 PE2112  NAD 83(1986)-  44 23 20.92338(N)    068 47 59.42703(W) AD(       ) 4
 PE2112  NAD 27      -  44 23 20.64300(N)    068 48 01.33000(W) AD(       ) 3
 PE2112
 PE2112.Superseded values are not recommended for survey control.
 PE2112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2112.See file dsdata.txt to determine how the superseded data were derived.
 PE2112
 PE2112_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1594215115(NAD 83)
 PE2112
 PE2112  HISTORY     - Date     Condition        Report By
 PE2112  HISTORY     - UNK      MONUMENTED
 PE2112  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2112  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE2112  HISTORY     - 1956     SEE DESCRIPTION  CGS
 PE2112  HISTORY     - 1983     GOOD             USPSQD
 PE2112  HISTORY     - 1988     GOOD             USPSQD
 PE2112
 PE2112                          STATION DESCRIPTION
 PE2112
 PE2112'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2112'RECOVERED.  THIS IS THE CONGREGATIONAL CHURCH AT MAIN AND
 PE2112'COURT STREETS.  CHURCH HAS A SLENDER WHITE SPIRE WITH OPEN
 PE2112'BELFRY AND CLOCK FACES BELOW THE BELFRY.
 PE2112
 PE2112                          STATION RECOVERY (1944)
 PE2112
 PE2112'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE2112'STATION RECOVERED IN GOOD CONDITION.  ACCORDING TO LOCAL
 PE2112'INFORMATION, IT IS THE ORIGINAL SPIRE.  DESCRIPTION OF K.G.C. IN
 PE2112'1934 ADEQUATE, EXCEPT IT IS NOW THE TRINITARIAN PARISH CHURCH.
 PE2112
 PE2112                          STATION RECOVERY (1956)
 PE2112
 PE2112'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 PE2112'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE 1934 RECOVERY
 PE2112'NOTE BY K.G.C. IS ADEQUATE EXCEPT THE CHURCH NOW IS THE
 PE2112'TRINITARIAN PARISH CHURCH.
 PE2112
 PE2112                          STATION RECOVERY (1983)
 PE2112
 PE2112'RECOVERY NOTE BY US POWER SQUADRON 1983 (ELG)
 PE2112'STATION RECOVERED GOOD.
 PE2112'
 PE2112'THE STATION WAS FOUND IN GOOD CONDITION.  THE PREVIOUS RECOVERY NOTES
 PE2112'ARE ADEQUATE.  THE CHURCH IS IN REGULAR USE AND THE SPIRE WELL
 PE2112'MAINTAINED.
 PE2112
 PE2112                          STATION RECOVERY (1988)
 PE2112
 PE2112'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE2112'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2113 ***********************************************************************
 PE2113  DESIGNATION -  CASTINE YELLOW WINDMILL
 PE2113  PID         -  PE2113
 PE2113  STATE/COUNTY-  ME/HANCOCK
 PE2113  USGS QUAD   -  CASTINE (1979)
 PE2113
 PE2113                         *CURRENT SURVEY CONTROL
 PE2113  ___________________________________________________________________
 PE2113* NAD 83(1996)-  44 23 40.75797(N)    068 47 51.05597(W)     ADJUSTED  
 PE2113* NAVD 88     -                                                        
 PE2113  ___________________________________________________________________
 PE2113  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 PE2113  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 PE2113
 PE2113  HORZ ORDER  -  THIRD
 PE2113
 PE2113.The horizontal coordinates were established by classical geodetic methods
 PE2113.and adjusted by the National Geodetic Survey in March 1998..
 PE2113
 PE2113
 PE2113.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2113
 PE2113.The geoid height was determined by GEOID03.
 PE2113
 PE2113;                    North         East     Units Scale Factor Converg.
 PE2113;SPC ME E     -    80,923.813   276,298.522   MT  0.99990691   -0 12 29.3
 PE2113;UTM  19      - 4,915,727.756   516,126.017   MT  0.99960320   +0 08 30.0
 PE2113
 PE2113                          SUPERSEDED SURVEY CONTROL
 PE2113
 PE2113  NAD 83(1992)-  44 23 40.75956(N)    068 47 51.03802(W) AD(       ) 4
 PE2113  NAD 83(1986)-  44 23 40.76363(N)    068 47 51.04243(W) AD(       ) 4
 PE2113  NAD 27      -  44 23 40.51100(N)    068 47 52.97900(W) AD(       ) 3
 PE2113
 PE2113.Superseded values are not recommended for survey control.
 PE2113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2113.See file dsdata.txt to determine how the superseded data were derived.
 PE2113
 PE2113_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1612615728(NAD 83)
 PE2113
 PE2113  HISTORY     - Date     Condition        Report By
 PE2113  HISTORY     - UNK      MONUMENTED
 PE2113  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2113  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE2113
 PE2113                          STATION DESCRIPTION
 PE2113
 PE2113'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2113'STATION RECOVERED.  THE WINDMILL TOWER AT BATTLE AVENUE AND
 PE2113'STATE STREET.  THE WHEEL OF THE WINDMILL IS GONE BUT ITS
 PE2113'SUPPORT STRUCTURE AND THE VANE ARE STILL THERE.  THE TOWER IS
 PE2113'NOW COVERED WITH SHINGLES AND IS NO LONGER YELLOW.  IT WAS YELLOW
 PE2113'IN 1911.
 PE2113
 PE2113                          STATION RECOVERY (1944)
 PE2113
 PE2113'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE2113'STATION IS LOST AS THE STRUCTURE BURNED IN ABOUT 1939.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0688 ***********************************************************************
 RF0688  DESIGNATION -  CASTLE HILL
 RF0688  PID         -  RF0688
 RF0688  STATE/COUNTY-  ME/AROOSTOOK
 RF0688  USGS QUAD   -  MAPLETON (1984)
 RF0688
 RF0688                         *CURRENT SURVEY CONTROL
 RF0688  ___________________________________________________________________
 RF0688* NAD 83(1996)-  46 42 16.79014(N)    068 13 57.62032(W)     ADJUSTED  
 RF0688* NAVD 88     -       343.     (meters)    1125.     (feet)  SCALED    
 RF0688  ___________________________________________________________________
 RF0688  LAPLACE CORR-           2.47  (seconds)                    DEFLEC99
 RF0688  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 RF0688
 RF0688  HORZ ORDER  -  FIRST
 RF0688
 RF0688.The horizontal coordinates were established by classical geodetic methods
 RF0688.and adjusted by the National Geodetic Survey in March 1998..
 RF0688
 RF0688.The orthometric height was scaled from a topographic map.
 RF0688
 RF0688.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0688
 RF0688.The geoid height was determined by GEOID03.
 RF0688
 RF0688;                    North         East     Units Scale Factor Converg.
 RF0688;SPC ME E     -   337,630.006   320,441.589   MT  0.99990513   +0 11 40.4
 RF0688;UTM  19      - 5,172,631.218   558,657.100   MT  0.99964229   +0 33 30.6
 RF0688
 RF0688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0688!SPC ME E     -   0.99994997  x   0.99990513  =   0.99985510
 RF0688!UTM  19      -   0.99994997  x   0.99964229  =   0.99959227
 RF0688
 RF0688|---------------------------------------------------------------------|
 RF0688| PID    Reference Object                     Distance      Geod. Az  |
 RF0688|                                                           dddmmss.s |
 RF0688| DA5357 CASTLE HILL RM 1                     15.867 METERS 04318     |
 RF0688| RF0682 PRESQUE ISLE TV STA WAGM TOWER      APPROX.18.0 KM 0812455.5 |
 RF0688| RF0681 PRESQUE ISLE AFB ROTATING BCN       APPROX.15.3 KM 0933657.7 |
 RF0688| RF0684 QUAGGY JOE MOUNTAIN BEACON          APPROX.20.7 KM 1230128.5 |
 RF0688| RF0689 HAY STACK MT                        APPROX. 4.2 KM 1792225.6 |
 RF0688| DA5358 CASTLE HILL RM 2                     18.342 METERS 30827     |
 RF0688| DA5355 CASTLE HILL AZ MK                                  3530852.5 |
 RF0688| DA5356 CASTLE HILL AZ MK RESET                            3552623.5 |
 RF0688|---------------------------------------------------------------------|
 RF0688
 RF0688                          SUPERSEDED SURVEY CONTROL
 RF0688
 RF0688  NAD 83(1992)-  46 42 16.78542(N)    068 13 57.61522(W) AD(       ) 1
 RF0688  NAD 83(1986)-  46 42 16.78431(N)    068 13 57.61933(W) AD(       ) 1
 RF0688  NAD 27      -  46 42 16.63500(N)    068 13 59.48600(W) AD(       ) 1
 RF0688
 RF0688.Superseded values are not recommended for survey control.
 RF0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0688.See file dsdata.txt to determine how the superseded data were derived.
 RF0688
 RF0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM5865772631(NAD 83)
 RF0688_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RF0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0688
 RF0688  HISTORY     - Date     Condition        Report By
 RF0688  HISTORY     - 1941     MONUMENTED       CGS
 RF0688  HISTORY     - 1942     SEE DESCRIPTION  CGS
 RF0688  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RF0688  HISTORY     - 1971     MARK NOT FOUND   DMA
 RF0688
 RF0688                          STATION DESCRIPTION
 RF0688
 RF0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 RF0688'STATION IS LOCATED ABOUT 9 MILES EAST NORTHEAST OF ASHLAND,
 RF0688'ABOUT 3-1/2 MILES WEST BY NORTH OF MAPLETON, ABOUT 7-1/2 MILES
 RF0688'SOUTH SOUTHWEST OF WASHBURN ON THE HIGHEST PART OF CASTLE HILL,
 RF0688'LOCALLY KNOWN AS SUGAR LOAF MOUNTAIN.
 RF0688'
 RF0688'TO REACH STATION FROM THE YELLOW TRAFFIC LIGHT IN ASHLAND, GO
 RF0688'EAST ON THE OLD ROAD TO PRESQUE ISLE FOR 11.4 MILES TO A T-ROAD
 RF0688'RIGHT OPPOSITE A SMALL WHITE SCHOOLHOUSE ON THE LEFT,
 RF0688'NORTH.  TURN RIGHT, SOUTH, ON T-ROAD AND FOLLOW IT FOR 1.3
 RF0688'MILES TO HOUSE ON LEFT AND FARM ROAD ON LEFT EAST.  TURN LEFT
 RF0688'ON FARM ROAD AND DRIVE NORTHEASTERLY UPHILL FOR 0.3 MILE TO
 RF0688'EDGE OF WOODS.  PACK ALONG OLD TOTE ROAD FOR ABOUT 0.1 MILE TO
 RF0688'HIGHEST PART AND STATION.  ABOUT A FIVE MINUTE EASY PACK.
 RF0688'
 RF0688'STATION IS MARKED BY A STANDARD DISK SET IN A SQUARE BLOCK OF
 RF0688'CONCRETE PROJECTING ABOUT 6 INCHES ABOVE THE GROUND SET ON THE
 RF0688'HIGHEST PART OF THE HILL.  STAMPED CASTLE HILL 1941.
 RF0688'
 RF0688'REFERENCE MARK NO. 1 IS A STANDARD DISK SET NORTHEAST OF
 RF0688'STATION, SET IN A SQUARE BLOCK OF CONCRETE PROJECTING ABOUT 6
 RF0688'INCHES ABOVE THE GROUND STAMPED CASTLE HILL NO. 1 1941.
 RF0688'
 RF0688'REFERENCE MARK NO. 2 IS A STANDARD DISK SET NORTHWEST OF
 RF0688'STATION IN A SQUARE BLOCK OF CONCRETE PROJECTING ABOUT 6 INCHES
 RF0688'ABOVE THE GROUND, ABOUT 2-1/2 FEET LOWER IN ELEVATION.  STAMPED
 RF0688'CASTLE HILL NO. 2, 1941.
 RF0688'
 RF0688'AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE BLOCK OF
 RF0688'CONCRETE ABOUT 1 MILE NORTH BY WEST OF STATION ABOUT 500 FEET
 RF0688'LOWER IN ELEVATION.  STAMPED CASTLE HILL 1941.  AZIMUTH MARK
 RF0688'REACHED AT TURN OFF ON T-ROAD AT SMALL WHITE SCHOOLHOUSE
 RF0688'MENTIONED IN THE DESCRIPTION.  MARK IS AT THE STOP SIGN, 25
 RF0688'FEET SOUTH OF THE CENTER OF THE MAIN ROAD, 20 FEET EAST FROM
 RF0688'THE CENTER OF THE T-ROAD LEADING TO STATION.
 RF0688'
 RF0688'UNDERGROUND MARK AT STATION IS A STANDARD TRAVERSE DISK.
 RF0688
 RF0688                          STATION RECOVERY (1942)
 RF0688
 RF0688'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 RF0688'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RF0688'CONDITION.
 RF0688
 RF0688                          STATION RECOVERY (1959)
 RF0688
 RF0688'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAS)
 RF0688'STATION MARK AND REFERENCE MARKS NO. 1 AND 2 WERE RECOVERED AS
 RF0688'DESCRIBED AND FOUND IN GOOD CONDITION.  AZIMUTH MARK WAS FOUND
 RF0688'DESTROYED BY GRADER OPERATIONS.  THEREFORE A NEW AZIMUTH MARK
 RF0688'WAS ESTABLISHED.  A CHECK WAS MADE OF THE DISTANCE AND DIRECTION
 RF0688'TO THE REFERENCE MARKS AND A SLIGHT DIFFERENCE WAS FOUND IN THE
 RF0688'DISTANCE TO REFERENCE MARK NO. 2.
 RF0688'
 RF0688'DUE TO CHANGES IN LAND MARKS A NEW DESCRIPTION FOLLOWS.
 RF0688'
 RF0688'STATION IS LOCATED ON THE HIGHEST PART OF CASTLE HILL, LOCALLY
 RF0688'KNOWN AS SUGAR LOAF MOUNTAIN WHICH IS ABOUT 9 MILES
 RF0688'EAST-NORTHEAST OF ASHLAND, ABOUT 3-1/2 MILES WEST-NORTHWEST OF
 RF0688'MAPLETON, ABOUT 7-1/2 MILES SOUTH-SOUTHWEST OF WASHBURN AND ABOUT
 RF0688'11 MILES WEST-NORTHWEST OF PRESQUE ISLE.  STATION, A STANDARD
 RF0688'DISK SET IN A 12X12 INCH CONCRETE MONUMENT AND STAMPED CASTLE
 RF0688'HILL 1941 IS SET ON THE HIGHEST PART OF THE HILL, 18 FEET
 RF0688'NORTHEAST OF A BIRCH TREE AND PROJECTS 6 INCHES.  NOTE--1A
 RF0688'7A.
 RF0688'
 RF0688'REFERENCE MARK NO. 1, A STANDARD DISK SET IN A 12X12 INCH
 RF0688'CONCRETE MONUMENT AND STAMPED CASTLE HILL NO 1 1941 IS SET AT
 RF0688'THE END OF A CLEARED LINE, 8-1/2 FEET NORTHWEST OF A 32 INCH
 RF0688'TREE AND 5 FEET SOUTHEAST OF A 12 INCH TREE.  THE MARK PROJECTS
 RF0688'4 INCHES.  NOTE 11A.
 RF0688'
 RF0688'REFERENCE MARK NO. 2 A STANDARD DISK SET IN A 12X12 INCH
 RF0688'CONCRETE MONUMENT AND STAMPED CASTLE HILL NO 2 1941 IS SET AT
 RF0688'THE END OF A CLEARED LINE.  THE MARK PROJECTS 4 INCHES.  NOTE--11A.
 RF0688'
 RF0688'AZIMUTH MARK, A STANDARD DISK SET IN A DRILL HOLE IN A BOULDER
 RF0688'AND STAMPED CASTLE HILL 1941 RESET 1959 IS 34 FEET SOUTH OF
 RF0688'APPROXIMATE CENTERLINE OF STATE HIGHWAY NO. 227, 20 FEET WEST
 RF0688'OF DRIVEWAY, 15-1/2 FEET SOUTHEAST OF POWERLINE POLE AND IS SET
 RF0688'AT THE EAST SIDE OF THE BOULDER.  NOTE--17C.
 RF0688'
 RF0688'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS NO. 227 AND 163
 RF0688'IN PRESQUE ISLE, GO NORTHWESTERLY ON STATE HIGHWAY NO. 227 FOR
 RF0688'0.8 MILE TO FORKS AT RAILROAD CROSSING.  TAKE LEFT FORK AND
 RF0688'CONTINUE WESTERLY ON STATE HIGHWAY NO. 227 DETOUR FOR 3.4 MILE
 RF0688'TO SIDE ROAD LEFT.  TURN LEFT AND GO SOUTHERLY ON STATE HIGHWAY
 RF0688'NO. 227 DETOUR FOR 1.4 MILE TO T ROAD.  TURN RIGHT AND GO
 RF0688'WESTERLY ON STATE HIGHWAY NO. 227 FOR 4.95 MILE TO RAILROAD
 RF0688'CROSSING AT STATE ROAD SIDING.  CONTINUE WESTERLY ON STATE
 RF0688'HIGHWAY NO. 227 FOR 4.2 MILES TO A SMALL HOUSE ON LEFT AND
 RF0688'AZIMUTH MARK ON LEFT (SOUTH) SIDE OF HIGHWAY AS
 RF0688'DESCRIBED.  CONTINUE WESTERLY ON STATE HIGHWAY NO. 227 FOR
 RF0688'0.05 MILE TO SIDE ROAD LEFT AT STATE HIGHWAY GARAGE.  TURN
 RF0688'LEFT AND GO SOUTHERLY ON DIRT ROAD FOR 1.25 MILE TO FIELD
 RF0688'ROAD LEFT AT FOUNDATION OF OLD HOUSE ON LEFT.  TURN LEFT AND
 RF0688'GO EASTERLY THENCE NORTHERLY ON FIELD ROAD FOR 0.6 MILE TO
 RF0688'EDGE OF WOODS.  CONTINUE NORTHWESTERLY ON DIM WOODS
 RF0688'ROAD FOR 0.15 MILE TO HIGHEST PART OF HILL AND STATION AS
 RF0688'DESCRIBED.
 RF0688'
 RF0688'NOTE--CONSIDERABLE CLEARING NECESSARY TO MAKE AZIMUTH MARK VG.
 RF0688
 RF0688                          STATION RECOVERY (1971)
 RF0688
 RF0688'RECOVERY NOTE BY DEFENSE MAP AGENCY 1971
 RF0688'STATION AND MARKS WERE SEARCHED FOR, BUT NONE WERE RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SE0057 ***********************************************************************
 SE0057  DESIGNATION -  CASWELL
 SE0057  PID         -  SE0057
 SE0057  STATE/COUNTY-  ME/AROOSTOOK
 SE0057  USGS QUAD   -  HAMLIN (1986)
 SE0057
 SE0057                         *CURRENT SURVEY CONTROL
 SE0057  ___________________________________________________________________
 SE0057* NAD 83(1996)-  47 01 52.20545(N)    067 49 19.00067(W)     ADJUSTED  
 SE0057* NAVD 88     -       276.4    (meters)     907.     (feet)  VERTCON   
 SE0057  ___________________________________________________________________
 SE0057  LAPLACE CORR-           5.43  (seconds)                    DEFLEC99
 SE0057  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 SE0057
 SE0057  HORZ ORDER  -  FIRST
 SE0057
 SE0057.The horizontal coordinates were established by classical geodetic methods
 SE0057.and adjusted by the National Geodetic Survey in March 1998..
 SE0057
 SE0057.The NAVD 88 height was computed by applying the VERTCON shift value to
 SE0057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SE0057
 SE0057.The Laplace correction was computed from DEFLEC99 derived deflections.
 SE0057
 SE0057.The geoid height was determined by GEOID03.
 SE0057
 SE0057;                    North         East     Units Scale Factor Converg.
 SE0057;SPC ME E     -   374,111.716   351,534.943   MT  0.99993263   +0 29 46.2
 SE0057;UTM  19      - 5,209,301.108   589,509.803   MT  0.99969847   +0 51 43.4
 SE0057
 SE0057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SE0057!SPC ME E     -   0.99996026  x   0.99993263  =   0.99989289
 SE0057!UTM  19      -   0.99996026  x   0.99969847  =   0.99965874
 SE0057
 SE0057|---------------------------------------------------------------------|
 SE0057| PID    Reference Object                     Distance      Geod. Az  |
 SE0057|                                                           dddmmss.s |
 SE0057| DA5361 CASWELL RM 3                         25.439 METERS 04630     |
 SE0057| SE0058 CASWELL AZ MK                       APPROX. 1.1 KM 0793544.5 |
 SE0057| RE0733 CASWELL AF STA E RADOME OF 4        APPROX. 6.9 KM 1880036.0 |
 SE0057| DA5359 CASWELL RM 1                         24.037 METERS 18836     |
 SE0057| RE0742 LORING AFB WATER TANK BEACON        APPROX.11.6 KM 2082409.3 |
 SE0057| RE0743 LORING AFB CONTROL TOWER            APPROX.11.0 KM 2083904.5 |
 SE0057| RE0740 LORING AFB HOSPITAL WATER TANK      APPROX.12.8 KM 2132842.5 |
 SE0057| DA5360 CASWELL RM 2                         25.575 METERS 25055     |
 SE0057| DA5362 CASWELL RM 4                         23.074 METERS 32336     |
 SE0057|---------------------------------------------------------------------|
 SE0057
 SE0057                          SUPERSEDED SURVEY CONTROL
 SE0057
 SE0057  NAD 83(1992)-  47 01 52.20343(N)    067 49 18.99799(W) AD(       ) 1
 SE0057  NAD 83(1986)-  47 01 52.20106(N)    067 49 18.99510(W) AD(       ) 1
 SE0057  NAD 27      -  47 01 52.04510(N)    067 49 20.93730(W) AD(       ) 1
 SE0057  NGVD 29 (07/19/86)  276.6    (m)          907.     (f) VERT ANG       
 SE0057
 SE0057.Superseded values are not recommended for survey control.
 SE0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SE0057.See file dsdata.txt to determine how the superseded data were derived.
 SE0057
 SE0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN8951009301(NAD 83)
 SE0057
 SE0057  HISTORY     - Date     Condition        Report By
 SE0057  HISTORY     - 1916     MONUMENTED       CGS
 SE0057  HISTORY     - 1942     SEE DESCRIPTION  CGS
 SE0057  HISTORY     - 1960     SEE DESCRIPTION  CGS
 SE0057  HISTORY     - 1962     SEE DESCRIPTION  CGS
 SE0057
 SE0057                          STATION DESCRIPTION
 SE0057
 SE0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (JLR)
 SE0057'IN CASWELL TOWNSHIP, NEAR THE REAR OF LOT 41, ON LAND OWNED
 SE0057'BY EUGEA BERUBE.  THE STATION IS ON THE TOP OF A HILL COVERED
 SE0057'WITH LIGHT BRUSH ABOUT ONE-HALF MILE BACK OF MR. BERUBES
 SE0057'HOUSE.  THE HILL IS THE HIGHEST IN THE VICINITY, BUT IS NOT
 SE0057'ESPECIALLY PROMINENT.  IT CAN BE PLAINLY SEEN FROM THE ROAD
 SE0057'PASSING THE HOUSE.
 SE0057'
 SE0057'STATION MARK--STANDARD COPPER BOLT OF THE GEODETIC SURVEY OF
 SE0057'CANADA SET IN AN IRREGULAR MASS OF CONCRETE WHOSE BOTTOM
 SE0057'IS ABOUT 3-1/2 FEET AND TOP ABOUT 1 FOOT BELOW THE SURFACE
 SE0057'OF THE GROUND.
 SE0057
 SE0057                          STATION RECOVERY (1942)
 SE0057
 SE0057'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 SE0057'STATION IS LOCATED ABOUT 10 MILES SE OF VAN BUREN, ON A
 SE0057'LOW-TIMBERED HILL, ON LAND OWNED BY E. BERUBE AND ABOUT 0.6
 SE0057'MILE W OF HIS HOUSE.  IT IS A BRONZE DISK OF THE GEODETIC
 SE0057'SURVEY OF CANADA, SET IN AN IRREGULAR MASS OF CONCRETE ABOUT
 SE0057'12 INCHES BELOW THE SURFACE.  THE MARK IS NOT STAMPED.
 SE0057'
 SE0057'REFERENCE MARK NO. 1 IS S OF THE STATION.  IT IS A BRONZE
 SE0057'U.S.C. AND G.S. DISK WELDED TO THE TOP OF A 3-INCH IRON PIPE,
 SE0057'PROJECTING ABOUT 4 INCHES AND STAMPED CASWELL (G.S.C.) NO. 1 1942.
 SE0057'
 SE0057'REFERENCE MARK NO. 2 IS WSW OF THE STATION.  IT IS A BRONZE
 SE0057'U.S.C. AND G.S. DISK WELDED TO THE TOP OF A 3-INCH IRON PIPE,
 SE0057'PROJECTING ABOUT 4 INCHES AND STAMPED CASWELL (G.S.C.) NO. 2 1942.
 SE0057'
 SE0057'THE AZIMUTH MARK IS E OF THE STATION.  IT IS A BRONZE U.S.C. AND
 SE0057'G.S. DISK WELDED TO THE TOP OF A 3-INCH IRON PIPE, PROJECTING ABOUT
 SE0057'4 INCHES AND STAMPED CASWELL (G.S.C.) 1942.  IT IS ABOUT 100 YARDS
 SE0057'W OF THE BERUBE HOUSE, 78 FEET W OF THE SW CORNER OF A BARN,
 SE0057'48 FEET S OF A FARM ROAD AND 1 FOOT NW OF A WIRE FENCE.
 SE0057'
 SE0057'TO REACH THE STATION FROM THE POST OFFICE IN VAN BUREN,
 SE0057'GO S AND SE ON STATE HIGHWAY 165 FOR 11 MILES TO THE E. BERUBE
 SE0057'HOUSE ON THE RIGHT, TURN RIGHT INTO DRIVEWAY AND GO ABOUT
 SE0057'100 YARDS TO EDGE OF FIELD AND AZIMUTH MARK ON THE LEFT,
 SE0057'CONTINUE W ACROSS FIELD FOR ABOUT 0.6 MILE TO EDGE OF WOODS AT
 SE0057'FOOT OF HILL.  FROM THIS POINT PACK WESTERLY UPHILL TO TOP AND
 SE0057'STATION.
 SE0057'
 SE0057'A 90-FOOT SIGNAL AT STOCKHOLM IS VISIBLE AT 90 FEET.
 SE0057'
 SE0057'A 90-FOOT SIGNAL AT VAN BUREN (G.S.C.) IS VISIBLE AT 50 FEET.
 SE0057'
 SE0057'A 30-FOOT SIGNAL AT QUISIBIS (G.S.C.) IS VISIBLE AT 77 FEET.
 SE0057'
 SE0057'A 20-FOOT SIGNAL AT BLUE BELL (G.S.C.) IS VISIBLE AT 50 FEET.
 SE0057'
 SE0057'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 SE0057
 SE0057                          STATION RECOVERY (1960)
 SE0057
 SE0057'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HRP)
 SE0057'STATION AND AZIMUTH MARK WERE RECOVERED AS DESCRIBED BY F.B.Q. IN
 SE0057'1942 AND FOUND TO BE IN GOOD CONDITION.  THE DISK OF REFERENCE
 SE0057'MARK NO. 1 WAS FOUND BROKEN OFF.  REFERENCE MARK NO. 2 WAS NOT
 SE0057'RECOVERED SO TWO NEW REFERENCE MARKS WERE ESTABLISHED.  A
 SE0057'COMPLETE NEW DESCRIPTION FOLLOWS.
 SE0057'
 SE0057'STATION IS LOCATED ABOUT 10 MILES SOUTHEAST OF VAN BUREN AND
 SE0057'ABOUT 9 MILES NORTH OF LIMESTONE ON A LOW HILL THAT IS COVERED
 SE0057'WITH LIGHT BRUSH AND ON THE PROPERTY OF MR. E. BERUBE BUT
 SE0057'LEASED TO THE ARMY.  STATION IS 27 FEET NORTHWEST OF A DIM WOODS
 SE0057'ROAD AND 5.5 FEET SOUTH OF AN IRON WITNESS POST WITH METAL
 SE0057'SIGN.  THE MARK IS A BRONZE DISK OF THE GEODETIC SURVEY OF
 SE0057'CANADA SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 1 FOOT BELOW
 SE0057'THE SURFACE AND THE BOLT IS STAMPED GSC 1916.
 SE0057'
 SE0057'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 165 AND 229 AT
 SE0057'THE EAST EDGE OF LIMESTONE GO NORTHERLY ON STATE HIGHWAY 165 FOR
 SE0057'9.05 MILES TO THE HOME OF MR. BERUBE ON THE LEFT AND THE AZIMUTH
 SE0057'MARK TO THE WEST OF BUILDINGS AS DESCRIBED.  CONTINUE ON HIGHWAY
 SE0057'FOR 0.2 MILE TO SIDE ROAD LEFT.  TURN LEFT ON ROAD LEADING TO
 SE0057'A NIKE SITE AND GO WEST FOR 0.3 MILE TO A FIELD ROAD ON LEFT.
 SE0057'TURN LEFT AND FOLLOW FIELD ROAD SOUTHWESTERLY FOR 0.4 MILE TO
 SE0057'WHERE ROAD ENTERS WOODS.  GO WEST ON WOODS ROAD FOR 0.2 MILE TO
 SE0057'THE HIGHEST POINT AND STATION AS DESCRIBED.
 SE0057'
 SE0057'REFERENCE MARK NO. 3 IS 12 FEET NORTHWEST OF DIM WOODS ROAD.  THE
 SE0057'MARK IS A STANDARD DISK SET FLUSH IN A 12 X 12 INCH CONCRETE
 SE0057'MONUMENT WHICH PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 SE0057'CASWELL GSC NO. 3 1942.
 SE0057'
 SE0057'REFERENCE MARK NO. 4 IS A STANDARD DISK SET FLUSH IN A
 SE0057'12 X 12 INCH CONCRETE MONUMENT WHICH PROJECTS ABOUT 3 INCHES AND
 SE0057'THE DISK IS STAMPED CASWELL NO. 4 GSC 1942.
 SE0057'
 SE0057'AZIMUTH MARK IS 91.5 FEET WEST OF THE SOUTHWEST CORNER OF BARN
 SE0057'AND AT THE NORTHWEST CORNER OF A SMALL GARDEN PLOT.  THE MARK
 SE0057'IS A STANDARD DISK WELDED TO A 3 INCH PIPE WHICH PROJECTS ABOUT
 SE0057'4 INCHES AND THE DISK IS STAMPED CASWELL 1942.  THE DIRECTION
 SE0057'TO THE AZIMUTH MARK WAS FOUND TO BE CORRECT.
 SE0057'
 SE0057'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 SE0057
 SE0057                          STATION RECOVERY (1962)
 SE0057
 SE0057'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JDB)
 SE0057'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 SE0057'CONDITION.  THE STATION IS LOCATED ON LAND OWNED BY MR. LEO BERUBE.
 SE0057'
 SE0057'THE TO-REACH BY F.B.Q. IN 1942 IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0733 ***********************************************************************
 RE0733  DESIGNATION -  CASWELL AF STA E RADOME OF 4
 RE0733  PID         -  RE0733
 RE0733  STATE/COUNTY-  ME/AROOSTOOK
 RE0733  USGS QUAD   -  LIMESTONE (1978)
 RE0733
 RE0733                         *CURRENT SURVEY CONTROL
 RE0733  ___________________________________________________________________
 RE0733* NAD 83(1996)-  46 58 10.80320(N)    067 50 04.51429(W)     ADJUSTED  
 RE0733* NAVD 88     -                                                        
 RE0733  ___________________________________________________________________
 RE0733  LAPLACE CORR-           5.76  (seconds)                    DEFLEC99
 RE0733  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 RE0733
 RE0733  HORZ ORDER  -  THIRD
 RE0733
 RE0733.The horizontal coordinates were established by classical geodetic methods
 RE0733.and adjusted by the National Geodetic Survey in March 1998..
 RE0733
 RE0733
 RE0733.The Laplace correction was computed from DEFLEC99 derived deflections.
 RE0733
 RE0733.The geoid height was determined by GEOID03.
 RE0733
 RE0733;                    North         East     Units Scale Factor Converg.
 RE0733;SPC ME E     -   367,267.110   350,632.121   MT  0.99993150   +0 29 11.1
 RE0733;UTM  19      - 5,202,452.486   588,650.890   MT  0.99969659   +0 51 07.1
 RE0733
 RE0733                          SUPERSEDED SURVEY CONTROL
 RE0733
 RE0733  NAD 83(1992)-  46 58 10.80145(N)    067 50 04.51115(W) AD(       ) 4
 RE0733  NAD 83(1986)-  46 58 10.79914(N)    067 50 04.51049(W) AD(       ) 4
 RE0733  NAD 27      -  46 58 10.64000(N)    067 50 06.45700(W) AD(       ) 3
 RE0733
 RE0733.Superseded values are not recommended for survey control.
 RE0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0733.See file dsdata.txt to determine how the superseded data were derived.
 RE0733
 RE0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN8865102452(NAD 83)
 RE0733
 RE0733  HISTORY     - Date     Condition        Report By
 RE0733  HISTORY     - 1960     MONUMENTED       CGS
 RE0733
 RE0733                          STATION DESCRIPTION
 RE0733
 RE0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HRL)
 RE0733'STATION IS LOCATED ABOUT 4 MILES NORTH OF LIMESTONE AT CASWELL
 RE0733'AIR FORCE STATION.  THE STATION IS A ROUND PLASTIC BALL ABOUT 50
 RE0733'FEET HIGH, AND WHITE IN COLOR.  THE POINT INTERSECTED WAS THE
 RE0733'APPROXIMATE CENTER OF STATION.
 RE0733'
 RE0733'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 165 AND 229
 RE0733'AT THE EAST EDGE OF LIMESTONE GO NORTH ON STATE HIGHWAY 165 FOR
 RE0733'4.25 MILES TO THE STATION ON THE LEFT OR WEST SIDE OF HIGHWAY
 RE0733'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0774 ***********************************************************************
 RF0774  DESIGNATION -  CAUCOMGOMOC
 RF0774  PID         -  RF0774
 RF0774  STATE/COUNTY-  ME/PISCATAQUIS
 RF0774  USGS QUAD   -  CAUCOMGOMOC LAKE EAST (1989)
 RF0774
 RF0774                         *CURRENT SURVEY CONTROL
 RF0774  ___________________________________________________________________
 RF0774* NAD 83(1996)-  46 11 49.77040(N)    069 33 38.07334(W)     ADJUSTED  
 RF0774* NAVD 88     -       304.8    (meters)    1000.     (feet)  VERTCON   
 RF0774  ___________________________________________________________________
 RF0774  LAPLACE CORR-           4.11  (seconds)                    DEFLEC99
 RF0774  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 RF0774
 RF0774  HORZ ORDER  -  THIRD
 RF0774
 RF0774.The horizontal coordinates were established by classical geodetic methods
 RF0774.and adjusted by the National Geodetic Survey in March 1998..
 RF0774
 RF0774.The NAVD 88 height was computed by applying the VERTCON shift value to
 RF0774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RF0774
 RF0774.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0774
 RF0774.The geoid height was determined by GEOID03.
 RF0774
 RF0774;                    North         East     Units Scale Factor Converg.
 RF0774;SPC ME E     -   281,733.369   218,144.952   MT  0.99998234   -0 45 55.8
 RF0774;SPC ME W     -   373,962.150   946,781.159   MT  0.99999356   +0 26 14.8
 RF0774;UTM  19      - 5,116,106.237   456,747.766   MT  0.99962300   -0 24 16.5
 RF0774
 RF0774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0774!SPC ME E     -   0.99995611  x   0.99998234  =   0.99993845
 RF0774!SPC ME W     -   0.99995611  x   0.99999356  =   0.99994967
 RF0774!UTM  19      -   0.99995611  x   0.99962300  =   0.99957913
 RF0774
 RF0774|---------------------------------------------------------------------|
 RF0774| PID    Reference Object                     Distance      Geod. Az  |
 RF0774|                                                           dddmmss.s |
 RF0774| DA5363 CAUCOMGOMOC RM 1                     40.850 METERS 10212     |
 RF0774| DA5364 CAUCOMGOMOC RM 2                     25.104 METERS 15933     |
 RF0774| RF0771 ALLAGASH LOOKOUT TOWER              APPROX.10.6 KM 3564151.4 |
 RF0774|---------------------------------------------------------------------|
 RF0774
 RF0774                          SUPERSEDED SURVEY CONTROL
 RF0774
 RF0774  NAD 83(1992)-  46 11 49.76892(N)    069 33 38.06097(W) AD(       ) 3
 RF0774  NAD 83(1986)-  46 11 49.77413(N)    069 33 38.07461(W) AD(       ) 3
 RF0774  NAD 27      -  46 11 49.64800(N)    069 33 39.87200(W) AD(       ) 3
 RF0774  NGVD 29 (07/19/86)  305.0    (m)         1001.     (f) VERT ANG       
 RF0774
 RF0774.Superseded values are not recommended for survey control.
 RF0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0774.See file dsdata.txt to determine how the superseded data were derived.
 RF0774
 RF0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM5674816106(NAD 83)
 RF0774
 RF0774  HISTORY     - Date     Condition        Report By
 RF0774  HISTORY     - 1955     MONUMENTED       CGS
 RF0774
 RF0774                          STATION DESCRIPTION
 RF0774
 RF0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 RF0774'STATION IS LOCATED ABOUT 22.5 MILES NORTH NORTHEAST OF NORTHEAST
 RF0774'CARRY AT THE MOST EASTERLY POINT OF CAUCOMGOMOC LAKE ABOUT 1/4
 RF0774'MILE NORTH OF CAUCOMGOMOC DAM AT SOME BUILDINGS OWNED BY THE GREAT
 RF0774'NORTHERN PAPER COMPANY.
 RF0774'
 RF0774'STATION, STAMPED CAUCOMGOMOC 1955, IS A STANDARD USC AND GS BRONZE
 RF0774'DISK BRAZED TO THE TOP OF AN IRON PIPE THAT IS 2 INCHES IN
 RF0774'DIAMETER AND PROJECTS ABOUT 4 INCHES.  IT IS 71.5 FEET NORTH
 RF0774'NORTHWEST OF THE NORTHWEST CORNER OF A LONG BUILDING AND 98.4
 RF0774'FEET WEST OF THE SOUTHWEST CORNER OF CABIN.
 RF0774'
 RF0774'R. M. 1, STAMPED CAUCOMGOMOC NO 1 1955, IS A STANDARD USC AND GS
 RF0774'BRONZE DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS ABOUT
 RF0774'2-1/2 FEET IN DIAMETER AND PROJECTS ABOUT 6 INCHES.  IT IS 10 FEET
 RF0774'NORTHEAST OF THE NORTHEAST CORNER OF A LONG BUILDING AND AT ABOUT
 RF0774'THE SAME ELEVATION AS THE STATION.
 RF0774'
 RF0774'R. M. 2, STAMPED CAUCOMGOMOC NO 2 1955, IS A STANDARD USC AND GS
 RF0774'BRONZE DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 RF0774'ABOUT 2 INCHES.  IT IS 16.0 FEET SOUTHWEST OF THE NORTHWEST
 RF0774'CORNER OF LONG BUILDING AND ABOUT THE SAME ELEVATION AS THE
 RF0774'STATION.
 RF0774'
 RF0774'STATION WAS REACHED FROM GREENVILLE BY FLOAT PLANE.  A LANDING
 RF0774'WAS MADE IN CAUCOMGOMOC LAKE, AT THE BUILDINGS, 1/4 MILE NORTH
 RF0774'OF CAUCOMGOMOC DAM.  THE FLYING TIME WAS APPROXIMATELY 40
 RF0774'MINUTES.  STATION MAY ALSO BE REACHED FROM THE NORTHWEST END OF
 RF0774'CAUCOMGOMOC LAKE BY BOAT.  THERE IS A ROAD LEADING FROM ROCKWOOD
 RF0774'TO THE NORTH END OF THE LAKE.  AT THIS TIME THIS IS WHERE THE
 RF0774'ROAD ENDS.
 RF0774'
 RF0774'HEIGHT OF LIGHT ABOVE STATION MARK 1.37 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1889 ***********************************************************************
 QF1889  DESIGNATION -  CEDAR IBC
 QF1889  PID         -  QF1889
 QF1889  STATE/COUNTY-  ME/AROOSTOOK
 QF1889  USGS QUAD   -  ORIENT (1989)
 QF1889
 QF1889                         *CURRENT SURVEY CONTROL
 QF1889  ___________________________________________________________________
 QF1889* NAD 83(1996)-  45 50 41.09516(N)    067 46 47.23630(W)     ADJUSTED  
 QF1889* NAVD 88     -       133.     (meters)     436.     (feet)  SCALED    
 QF1889  ___________________________________________________________________
 QF1889  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 QF1889  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 QF1889
 QF1889  HORZ ORDER  -  THIRD
 QF1889
 QF1889.The horizontal coordinates were established by classical geodetic methods
 QF1889.and adjusted by the National Geodetic Survey in March 1998..
 QF1889
 QF1889.The orthometric height was scaled from a topographic map.
 QF1889
 QF1889.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1889
 QF1889.The geoid height was determined by GEOID03.
 QF1889
 QF1889;                    North         East     Units Scale Factor Converg.
 QF1889;SPC ME E     -   242,271.780   355,940.201   MT  0.99993846   +0 31 00.2
 QF1889;UTM  19      - 5,077,522.137   594,747.554   MT  0.99971036   +0 52 31.8
 QF1889
 QF1889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1889!SPC ME E     -   0.99998289  x   0.99993846  =   0.99992135
 QF1889!UTM  19      -   0.99998289  x   0.99971036  =   0.99969325
 QF1889
 QF1889|---------------------------------------------------------------------|
 QF1889| PID    Reference Object                     Distance      Geod. Az  |
 QF1889|                                                           dddmmss.s |
 QF1889| QF1883 REFERENCE MON 18=NARROWS            348.915 METERS 12516     |
 QF1889| QF1904 CROPLEY IBC                         389.855 METERS 31634     |
 QF1889| QF1903 EXTRA IBC                           290.466 METERS 31950     |
 QF1889| QF1895 LANDING IBC                         208.481 METERS 32416     |
 QF1889|---------------------------------------------------------------------|
 QF1889
 QF1889                          SUPERSEDED SURVEY CONTROL
 QF1889
 QF1889  NAD 83(1992)-  45 50 41.09267(N)    067 46 47.23529(W) AD(       ) 3
 QF1889  NAD 83(1986)-  45 50 41.09541(N)    067 46 47.24892(W) AD(       ) 3
 QF1889  NAD 27      -  45 50 40.89318(N)    067 46 49.21700(W) AD(       ) 3
 QF1889
 QF1889.Superseded values are not recommended for survey control.
 QF1889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1889.See file dsdata.txt to determine how the superseded data were derived.
 QF1889
 QF1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9474877522(NAD 83)
 QF1889_MARKER: DD = SURVEY DISK
 QF1889_SETTING: 0 = UNSPECIFIED SETTING
 QF1889_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QF1889
 QF1889  HISTORY     - Date     Condition        Report By
 QF1889  HISTORY     - 1912     MONUMENTED       IBC
 QF1889  HISTORY     - 1955     GOOD             IBC
 QF1889  HISTORY     - 1972     GOOD             IBC
 QF1889
 QF1889                          STATION DESCRIPTION
 QF1889
 QF1889'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (JEM)
 QF1889'ABOUT 25 FEET FROM MONUMENT BROOK AT HIGH WATER, 1-1/4 MILES ABOVE
 QF1889'NORTH LAKE, ON FIRST POINT ON UNITED STATES SHORES ABOVE---THE
 QF1889'NARROWS---.  IT IS 30 FEET UPSTREAM FROM THE SE CORNER OF THE ROUNDING
 QF1889'POINT.
 QF1889'
 QF1889'THE SUBSURFACE MARK IS A PINT BOTTLE FILLED WITH SAND SET 3 FEET
 QF1889'BELOW THE SURFACE OF THE GROUND.  THE SURFACE MARK IS A BRONZE DISK
 QF1889'SET AND CENTERED OVER THE SUBSURFACE MARK IN A GRANITE POST 8 INCHES
 QF1889'SQUARE AND 2-1/2 FEET LONG.  THE LETTERS---U.S.C.B.---ARE CUT IN THE
 QF1889'VERTICAL FACES OF THE POST, ONE LETTER IN EACH FACE.  THE TOP OF
 QF1889'POST IS 4 INCHES ABOVE GROUND.
 QF1889
 QF1889                          STATION RECOVERY (1955)
 QF1889
 QF1889'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1889'STATION RECOVERED IN GOOD CONDITION.
 QF1889
 QF1889                          STATION RECOVERY (1972)
 QF1889
 QF1889'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1889'THIS STATION WAS RECOVERED AS DESCRIBED BY NWS IN 1955.  A 6 - INCH
 QF1889'DIAMETER BIRCH IS 1-1/2 MINUTES N 30 DEGREES E FROM THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1939 ***********************************************************************
 QF1939  DESIGNATION -  CEDAR POINT
 QF1939  PID         -  QF1939
 QF1939  STATE/COUNTY-  ME/AROOSTOOK
 QF1939  USGS QUAD   -  ORIENT (1989)
 QF1939
 QF1939                         *CURRENT SURVEY CONTROL
 QF1939  ___________________________________________________________________
 QF1939* NAD 83(1996)-  45 46 20.49707(N)    067 48 57.59542(W)     ADJUSTED  
 QF1939* NAVD 88     -       133.     (meters)     436.     (feet)  SCALED    
 QF1939  ___________________________________________________________________
 QF1939  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 QF1939  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 QF1939
 QF1939  HORZ ORDER  -  SECOND
 QF1939
 QF1939.The horizontal coordinates were established by classical geodetic methods
 QF1939.and adjusted by the National Geodetic Survey in March 1998..
 QF1939
 QF1939.The orthometric height was scaled from a topographic map.
 QF1939
 QF1939.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1939
 QF1939.The geoid height was determined by GEOID03.
 QF1939
 QF1939;                    North         East     Units Scale Factor Converg.
 QF1939;SPC ME E     -   234,202.080   353,196.507   MT  0.99993478   +0 29 24.5
 QF1939;UTM  19      - 5,069,437.280   592,055.031   MT  0.99970418   +0 50 54.5
 QF1939
 QF1939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1939!SPC ME E     -   0.99998290  x   0.99993478  =   0.99991768
 QF1939!UTM  19      -   0.99998290  x   0.99970418  =   0.99968708
 QF1939
 QF1939:                Primary Azimuth Mark                     Grid Az
 QF1939:SPC ME E     -  GREEN MOUNTAIN                           072 54 25.8
 QF1939:UTM  19      -  GREEN MOUNTAIN                           072 32 55.8
 QF1939
 QF1939|---------------------------------------------------------------------|
 QF1939| PID    Reference Object                     Distance      Geod. Az  |
 QF1939|                                                           dddmmss.s |
 QF1939| QF1858 GREEN MOUNTAIN                      APPROX. 4.6 KM 0732350.3 |
 QF1939|---------------------------------------------------------------------|
 QF1939
 QF1939                          SUPERSEDED SURVEY CONTROL
 QF1939
 QF1939  NAD 83(1992)-  45 46 20.49418(N)    067 48 57.59389(W) AD(       ) 2
 QF1939  NAD 83(1986)-  45 46 20.49806(N)    067 48 57.61350(W) AD(       ) 2
 QF1939  NAD 27      -  45 46 20.29000(N)    067 48 59.57000(W) AD(       ) 2
 QF1939
 QF1939.Superseded values are not recommended for survey control.
 QF1939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1939.See file dsdata.txt to determine how the superseded data were derived.
 QF1939
 QF1939_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9205569437(NAD 83)
 QF1939_MARKER: DD = SURVEY DISK
 QF1939_SETTING: 80 = SET IN A BOULDER
 QF1939_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF1939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1939+STABILITY: SURFACE MOTION
 QF1939
 QF1939  HISTORY     - Date     Condition        Report By
 QF1939  HISTORY     - 1890     MONUMENTED       CGS
 QF1939  HISTORY     - 1911     MARK NOT FOUND   IBC
 QF1939
 QF1939                          STATION DESCRIPTION
 QF1939
 QF1939'DESCRIBED BY COAST AND GEODETIC SURVEY 1890 (JH)
 QF1939'ON THE POINT OF THAT NAME ON THE WEST SIDE OF GRAND LAKE OPPOSITE
 QF1939'HOWES BARN WHICH IS THE ONLY CLEARING ON THE CANADIAN SIDE FOR A
 QF1939'CONSIDERABLE DISTANCE.  THE STATION IS 4-1/2 METERS INSIDE OF THE
 QF1939'LINE OF VEGETATION AND ON A ROCK PROJECTING 6 INCHES ABOVE THE
 QF1939'GROUND.  IT IS ABOUT 8-1/2 MILES ABOVE FOREST AND ABOUT 3 MILES SOUTH
 QF1939'BY WEST FROM ORIENT, AND ITS MARKED ACCORDING TO NOTE 19.  A REFERENCE
 QF1939'MARK, A CROSS WITHIN A 6 - INCH TRIANGLE, IS PLACED ON A LARGE ROCK
 QF1939'7.387 METERS FROM THE STATION.  THE REFERENCE MARK IS ABOUT 0.4
 QF1939'METER LOWER THAN THE STATION MARK.
 QF1939
 QF1939                          STATION RECOVERY (1911)
 QF1939
 QF1939'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JEM)
 QF1939'THE STATION WAS APPARENTLY LOST IN 1911 AS CEDAR POINT 2 WAS
 QF1939'ESTABLISHED AT THAT TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1940 ***********************************************************************
 QF1940  DESIGNATION -  CEDAR POINT 2
 QF1940  PID         -  QF1940
 QF1940  STATE/COUNTY-  ME/AROOSTOOK
 QF1940  USGS QUAD   -  ORIENT (1989)
 QF1940
 QF1940                         *CURRENT SURVEY CONTROL
 QF1940  ___________________________________________________________________
 QF1940* NAD 83(1996)-  45 46 19.57746(N)    067 48 57.77467(W)     ADJUSTED  
 QF1940* NAVD 88     -       133.     (meters)     436.     (feet)  SCALED    
 QF1940  ___________________________________________________________________
 QF1940  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 QF1940  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 QF1940
 QF1940  HORZ ORDER  -  THIRD
 QF1940
 QF1940.The horizontal coordinates were established by classical geodetic methods
 QF1940.and adjusted by the National Geodetic Survey in March 1998..
 QF1940
 QF1940.The orthometric height was scaled from a topographic map.
 QF1940
 QF1940.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1940
 QF1940.The geoid height was determined by GEOID03.
 QF1940
 QF1940;                    North         East     Units Scale Factor Converg.
 QF1940;SPC ME E     -   234,173.658   353,192.877   MT  0.99993477   +0 29 24.4
 QF1940;UTM  19      - 5,069,408.842   592,051.580   MT  0.99970417   +0 50 54.4
 QF1940
 QF1940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1940!SPC ME E     -   0.99998290  x   0.99993477  =   0.99991767
 QF1940!UTM  19      -   0.99998290  x   0.99970417  =   0.99968707
 QF1940
 QF1940:                Primary Azimuth Mark                     Grid Az
 QF1940:SPC ME E     -  YORK                                     027 38 14.6
 QF1940:UTM  19      -  YORK                                     027 16 44.6
 QF1940
 QF1940|---------------------------------------------------------------------|
 QF1940| PID    Reference Object                     Distance      Geod. Az  |
 QF1940|                                                           dddmmss.s |
 QF1940| QF1925 YORK                                APPROX. 2.1 KM 0280739.0 |
 QF1940| CE8824 CEDAR POINT 2 RM 1                    3.185 METERS 04613     |
 QF1940| CE8825 CEDAR POINT 2 RM 2                    7.080 METERS 17348     |
 QF1940| QF1941 ORIENT CHURCH                       APPROX. 4.7 KM 3595957.1 |
 QF1940|---------------------------------------------------------------------|
 QF1940
 QF1940                          SUPERSEDED SURVEY CONTROL
 QF1940
 QF1940  NAD 83(1992)-  45 46 19.57457(N)    067 48 57.77313(W) AD(       ) 3
 QF1940  NAD 83(1986)-  45 46 19.57914(N)    067 48 57.79252(W) AD(       ) 3
 QF1940  NAD 27      -  45 46 19.36600(N)    067 48 59.74800(W) AD(       ) 3
 QF1940
 QF1940.Superseded values are not recommended for survey control.
 QF1940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1940.See file dsdata.txt to determine how the superseded data were derived.
 QF1940
 QF1940_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9205269409(NAD 83)
 QF1940_MARKER: DD = SURVEY DISK
 QF1940_SETTING: 80 = SET IN A BOULDER
 QF1940_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF1940
 QF1940  HISTORY     - Date     Condition        Report By
 QF1940  HISTORY     - 1911     MONUMENTED       IBC
 QF1940  HISTORY     - 1955     GOOD             IBC
 QF1940
 QF1940                          STATION DESCRIPTION
 QF1940
 QF1940'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JEM)
 QF1940'ON CEDAR POINT, SW OF ROUND ISLAND, ON THE W SHORE OF GRAND LAKE.
 QF1940'THE STATION IS IN A SMALL BOULDER AT THE EDGE OF THE LOW 2 - FOOT
 QF1940'BANK, ABOUT 10 FEET INSHORE FROM HIGH WATER, AND IN THE EDGE OF THE
 QF1940'VEGETATION.
 QF1940'
 QF1940'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE IN THE ROCK.
 QF1940'
 QF1940'REFERENCE MARK 1 IS A DRILL HOLE IN A 2 - BY 3 - FOOT
 QF1940'TRIANGULAR - SHAPED BOULDER AT THE EDGE OF THE WATER, TOWARD ROUND
 QF1940'ISLAND.
 QF1940'
 QF1940'REFERENCE MARK 2 IS A CROSS WITHIN A TRIANGLE CUT IN A BOULDER (5 BY
 QF1940'6 FEET) AT HIGH WATERS EDGE, S OF THE STATION.
 QF1940
 QF1940                          STATION RECOVERY (1955)
 QF1940
 QF1940'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1940'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0549 ***********************************************************************
 QF0549  DESIGNATION -  CEMETERY 2 IBC
 QF0549  PID         -  QF0549
 QF0549  STATE/COUNTY-  ME/WASHINGTON
 QF0549  USGS QUAD   -  VANCEBORO (1988)
 QF0549
 QF0549                         *CURRENT SURVEY CONTROL
 QF0549  ___________________________________________________________________
 QF0549* NAD 83(1996)-  45 34 02.81764(N)    067 25 22.23150(W)     ADJUSTED  
 QF0549* NAVD 88     -       131.     (meters)     430.     (feet)  SCALED    
 QF0549  ___________________________________________________________________
 QF0549  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 QF0549  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 QF0549
 QF0549  HORZ ORDER  -  THIRD
 QF0549
 QF0549.The horizontal coordinates were established by classical geodetic methods
 QF0549.and adjusted by the National Geodetic Survey in March 1998..
 QF0549
 QF0549.The orthometric height was scaled from a topographic map.
 QF0549
 QF0549.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0549
 QF0549.The geoid height was determined by GEOID03.
 QF0549
 QF0549;                    North         East     Units Scale Factor Converg.
 QF0549;SPC ME E     -   211,766.415   384,079.499   MT  0.99998689   +0 46 09.2
 QF0549;UTM  19      - 5,047,199.670   623,070.810   MT  0.99978622   +1 07 34.9
 QF0549
 QF0549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0549!SPC ME E     -   0.99998319  x   0.99998689  =   0.99997009
 QF0549!UTM  19      -   0.99998319  x   0.99978622  =   0.99976942
 QF0549
 QF0549:                Primary Azimuth Mark                     Grid Az
 QF0549:SPC ME E     -  BROWN 2                                  009 38 17.1
 QF0549:UTM  19      -  BROWN 2                                  009 16 51.4
 QF0549
 QF0549|---------------------------------------------------------------------|
 QF0549| PID    Reference Object                     Distance      Geod. Az  |
 QF0549|                                                           dddmmss.s |
 QF0549| QF0548 BROWN 2                             APPROX. 0.5 KM 0102426.3 |
 QF0549| QF0569 BLACK CHIMNEY IBC                   464.211 METERS 3244614.1 |
 QF0549|---------------------------------------------------------------------|
 QF0549
 QF0549                          SUPERSEDED SURVEY CONTROL
 QF0549
 QF0549  NAD 83(1992)-  45 34 02.81334(N)    067 25 22.22854(W) AD(       ) 3
 QF0549  NAD 83(1986)-  45 34 02.81776(N)    067 25 22.23837(W) AD(       ) 3
 QF0549  NAD 27      -  45 34 02.57800(N)    067 25 24.23700(W) AD(       ) 3
 QF0549
 QF0549.Superseded values are not recommended for survey control.
 QF0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0549.See file dsdata.txt to determine how the superseded data were derived.
 QF0549
 QF0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2307147200(NAD 83)
 QF0549_MARKER: H = DRILL HOLE
 QF0549_SETTING: 80 = SET IN A BOULDER
 QF0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0549+STABILITY: SURFACE MOTION
 QF0549
 QF0549  HISTORY     - Date     Condition        Report By
 QF0549  HISTORY     - 1946     MONUMENTED       IBC
 QF0549  HISTORY     - 1955     GOOD             IBC
 QF0549
 QF0549                          STATION DESCRIPTION
 QF0549
 QF0549'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF0549'STATION IS A DRILL HOLE IN A SMALL ROCK IN THE CEMETARY IN
 QF0549'ST CROIX, NB.  IT IS ABOUT 18 FEET W OF THE GRAVESTONE OF T O OMALLEY
 QF0549'IN LINE TO THE FALLEN GRAVESTONE OF SARAH TAGUE, AND 20 FEET E OF A
 QF0549'TWIN SPRUCE TREE.
 QF0549
 QF0549                          STATION RECOVERY (1955)
 QF0549
 QF0549'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF0549'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1641 ***********************************************************************
 OC1641  DESIGNATION -  CEMETERY RESET
 OC1641  PID         -  OC1641
 OC1641  STATE/COUNTY-  ME/CUMBERLAND
 OC1641  USGS QUAD   -  PORTLAND EAST (1975)
 OC1641
 OC1641                         *CURRENT SURVEY CONTROL
 OC1641  ___________________________________________________________________
 OC1641* NAD 83(1996)-  43 39 08.69708(N)    070 12 01.45070(W)     ADJUSTED  
 OC1641* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 OC1641  ___________________________________________________________________
 OC1641  LAPLACE CORR-           3.24  (seconds)                    DEFLEC99
 OC1641  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 OC1641
 OC1641  HORZ ORDER  -  THIRD
 OC1641
 OC1641.The horizontal coordinates were established by classical geodetic methods
 OC1641.and adjusted by the National Geodetic Survey in March 1998..
 OC1641
 OC1641.The orthometric height was scaled from a topographic map.
 OC1641
 OC1641.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1641
 OC1641.The geoid height was determined by GEOID03.
 OC1641
 OC1641;                    North         East     Units Scale Factor Converg.
 OC1641;SPC ME W     -    90,995.517   897,278.484   MT  0.99996676   -0 01 23.8
 OC1641;UTM  19      - 4,833,968.644   403,198.345   MT  0.99971526   -0 49 43.2
 OC1641
 OC1641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1641!SPC ME W     -   1.00000396  x   0.99996676  =   0.99997072
 OC1641!UTM  19      -   1.00000396  x   0.99971526  =   0.99971922
 OC1641
 OC1641|---------------------------------------------------------------------|
 OC1641| PID    Reference Object                     Distance      Geod. Az  |
 OC1641|                                                           dddmmss.s |
 OC1641| CE7285 CEMETERY RM 1                         3.452 METERS 08531     |
 OC1641| CE7286 CEMETERY RM 2                         4.720 METERS 15745     |
 OC1641| OC1657 NORTH CUSHING                       APPROX. 0.8 KM 2015828.6 |
 OC1641| OC1735 HOUSE ISLAND WINDMILL               APPROX. 0.7 KM 2791203.7 |
 OC1641| OC1639 PORTLAND ST LAWRENCE CONG CH        APPROX. 4.1 KM 2910833.6 |
 OC1641|---------------------------------------------------------------------|
 OC1641
 OC1641                          SUPERSEDED SURVEY CONTROL
 OC1641
 OC1641  NAD 83(1992)-  43 39 08.69533(N)    070 12 01.45147(W) AD(       ) 3
 OC1641  NAD 83(1986)-  43 39 08.70137(N)    070 12 01.45715(W) AD(       ) 3
 OC1641  NAD 27      -  43 39 08.40700(N)    070 12 03.29400(W) AD(       ) 3
 OC1641
 OC1641.Superseded values are not recommended for survey control.
 OC1641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1641.See file dsdata.txt to determine how the superseded data were derived.
 OC1641
 OC1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0319833969(NAD 83)
 OC1641
 OC1641  HISTORY     - Date     Condition        Report By
 OC1641  HISTORY     - 1933     MONUMENTED       USE
 OC1641  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1641  HISTORY     - 1941     SEE DESCRIPTION  CGS
 OC1641
 OC1641                          STATION DESCRIPTION
 OC1641
 OC1641'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1641'STATION IS ON THE SW TIP OF PEAK ISLAND, 3.67 METERS W OF W
 OC1641'CORNER FENCE POST OF CEMETERY.  THE STATION IS ON A LEDGE OF
 OC1641'ROCK 8.2 METERS S OF GNARLED APPLE TREE, AND IS ON THE FLAT TOP
 OC1641'OF THE ROCK 1/4 METER FROM EDGE OF THE SMOOTH STEEP S SLOPE.
 OC1641'
 OC1641'THE STATION AS FOUND WAS A SCREW WEDGED IN A HOLE IN THE ROCK,
 OC1641'SURROUNDED BY A TRIANGLE CUT INTO THE ROCK, THREE METERS ABOVE
 OC1641'HIGH-WATER LINE.  IT WAS RE-MARKED BY A STANDARD BRONZE DISK
 OC1641'WEDGED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 OC1641'
 OC1641'REFERENCE MARKS ARE STANDARD DISK REFERENCE MARKS WEDGED IN
 OC1641'DRILL HOLES IN OUTCROPPING BEDROCK.
 OC1641'
 OC1641'REFERENCE MARK NO.1 IS 1.3 METERS N OF THE CORNER FENCE POST AND
 OC1641'0.8 METER FROM THE FENCE AND IS 1/2 METER FROM THE POINT WHERE
 OC1641'THE PATH ALONG THE FENCE COMES OUT ONTO THE BARE ROCK.
 OC1641'
 OC1641'REFERENCE MARK NO.2 IS S BY E FROM STATION ON THE EDGE OF A
 OC1641'FLAT SHOULDER OF ROCK, 5.75 METERS S BY W OF CORNER POST OF FENCE.
 OC1641
 OC1641                          STATION RECOVERY (1941)
 OC1641
 OC1641'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FLP)
 OC1641'RECOVERED AS DESCRIBED IN 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1375 ***********************************************************************
 QG1375  DESIGNATION -  CENTER
 QG1375  PID         -  QG1375
 QG1375  STATE/COUNTY-  ME/SOMERSET
 QG1375  USGS QUAD   -  TOMHEGAN POND (1989)
 QG1375
 QG1375                         *CURRENT SURVEY CONTROL
 QG1375  ___________________________________________________________________
 QG1375* NAD 83(1996)-  45 47 17.76332(N)    069 56 51.05216(W)     ADJUSTED  
 QG1375* NAVD 88     -       433.4    (meters)    1422.     (feet)  VERTCON   
 QG1375  ___________________________________________________________________
 QG1375  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 QG1375  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 QG1375
 QG1375  HORZ ORDER  -  THIRD
 QG1375
 QG1375.The horizontal coordinates were established by classical geodetic methods
 QG1375.and adjusted by the National Geodetic Survey in March 1998..
 QG1375
 QG1375.The NAVD 88 height was computed by applying the VERTCON shift value to
 QG1375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QG1375
 QG1375.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1375
 QG1375.The geoid height was determined by GEOID03.
 QG1375
 QG1375;                    North         East     Units Scale Factor Converg.
 QG1375;SPC ME W     -   328,359.743   917,040.318   MT  0.99997024   +0 09 25.5
 QG1375;SPC ME E     -   236,761.517   187,455.394   MT  1.00005567   -1 02 15.5
 QG1375;UTM  19      - 5,070,959.512   426,352.503   MT  0.99966668   -0 40 45.0
 QG1375
 QG1375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1375!SPC ME W     -   0.99993599  x   0.99997024  =   0.99990623
 QG1375!SPC ME E     -   0.99993599  x   1.00005567  =   0.99999166
 QG1375!UTM  19      -   0.99993599  x   0.99966668  =   0.99960269
 QG1375
 QG1375|---------------------------------------------------------------------|
 QG1375| PID    Reference Object                     Distance      Geod. Az  |
 QG1375|                                                           dddmmss.s |
 QG1375| DA4943 CENTER RM 1                          23.929 METERS 17125     |
 QG1375| QH0100 BALD                                APPROX.20.1 KM 2631109.2 |
 QG1375| DA4944 CENTER RM 2                          15.820 METERS 26518     |
 QG1375|---------------------------------------------------------------------|
 QG1375
 QG1375                          SUPERSEDED SURVEY CONTROL
 QG1375
 QG1375  NAD 83(1992)-  45 47 17.76232(N)    069 56 51.04535(W) AD(       ) 3
 QG1375  NAD 83(1986)-  45 47 17.76509(N)    069 56 51.05885(W) AD(       ) 3
 QG1375  NAD 27      -  45 47 17.60800(N)    069 56 52.83300(W) AD(       ) 3
 QG1375  NGVD 29 (07/19/86)  433.6    (m)         1423.     (f) VERT ANG       
 QG1375
 QG1375.Superseded values are not recommended for survey control.
 QG1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1375.See file dsdata.txt to determine how the superseded data were derived.
 QG1375
 QG1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL2635370960(NAD 83)
 QG1375_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QG1375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG1375
 QG1375  HISTORY     - Date     Condition        Report By
 QG1375  HISTORY     - 1955     MONUMENTED       CGS
 QG1375
 QG1375                          STATION DESCRIPTION
 QG1375
 QG1375'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 QG1375'THE STATION IS LOCATED ON THE NORTH SIDE OF A DIRT ROAD ABOUT
 QG1375'7 MILES AIRLINE SOUTH OF THE PITTSTON FARM, 12 MILES AIRLINE
 QG1375'NORTHWEST OF ROCKWOOD, AND 18 MILES AIRLINE NORTHEAST OF JACKMAN.
 QG1375'
 QG1375'TO REACH THE STATION FROM THE POST OFFICE IN ROCKWOOD GO WEST ON
 QG1375'STATE HIGHWAY 15 2.0 MILES TO A FORK.  TAKE THE RIGHT FORK ACROSS
 QG1375'A WIDE BRIDGE AND GO NORTH AND NORTHWEST ON A GRAVELED ROAD 7.1
 QG1375'MILES TO A BUILDING ON THE LEFT.  KEEP STRAIGHT AHEAD AND GO NORTH
 QG1375'3.3 MILES TO A SIDE ROAD ON THE LEFT.  TURN LEFT ONTO A DIRT ROAD
 QG1375'AND GO NORTHWEST AND WEST 2.5 MILES TO A FORK.  TAKE THE LEFT
 QG1375'FORK AND GO WEST ABOUT 75 YARDS TO A WITNESS POST AND THE
 QG1375'STATION ON THE RIGHT.
 QG1375'
 QG1375'THE STATION MARK IS A STANDARD DISK STAMPED CENTER 1955 SET IN
 QG1375'THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES
 QG1375'ABOVE THE GROUND.  IT IS 40 FEET NORTHEAST OF A WITNESS POST AND
 QG1375'58 FEET NORTH OF THE CENTERLINE OF THE ROAD.
 QG1375'
 QG1375'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED CENTER NO 1
 QG1375'1955 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 QG1375'3 INCHES ABOVE THE GROUND.  IT IS 21 FEET SOUTH OF THE CENTERLINE
 QG1375'OF THE ROAD AND 2 FEET LOWER THAN THE STATION.
 QG1375'
 QG1375'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED CENTER NO 2
 QG1375'1955 CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER THAT
 QG1375'PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 1 FOOT LOWER THAN THE
 QG1375'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2357 ***********************************************************************
 PE2357  DESIGNATION -  CENTER DARK BARN CH HILLSIDE
 PE2357  PID         -  PE2357
 PE2357  STATE/COUNTY-  ME/KNOX
 PE2357  USGS QUAD   -  THOMASTON (1973)
 PE2357
 PE2357                         *CURRENT SURVEY CONTROL
 PE2357  ___________________________________________________________________
 PE2357* NAD 83(1996)-  44 07 11.96987(N)    069 08 08.78170(W)     ADJUSTED  
 PE2357* NAVD 88     -                                                        
 PE2357  ___________________________________________________________________
 PE2357  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 PE2357  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 PE2357
 PE2357  HORZ ORDER  -  THIRD
 PE2357
 PE2357.The horizontal coordinates were established by classical geodetic methods
 PE2357.and adjusted by the National Geodetic Survey in March 1998..
 PE2357
 PE2357
 PE2357.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2357
 PE2357.The geoid height was determined by GEOID03.
 PE2357
 PE2357;                    North         East     Units Scale Factor Converg.
 PE2357;SPC ME E     -    50,560.516   249,115.029   MT  0.99993183   -0 26 33.4
 PE2357;SPC ME W     -   143,462.392   982,514.654   MT  1.00005037   +0 43 03.8
 PE2357;UTM  19      - 4,885,209.148   489,136.507   MT  0.99960145   -0 05 40.3
 PE2357
 PE2357                          SUPERSEDED SURVEY CONTROL
 PE2357
 PE2357  NAD 83(1992)-  44 07 11.97509(N)    069 08 08.76219(W) AD(       ) 4
 PE2357  NAD 83(1986)-  44 07 11.97951(N)    069 08 08.76925(W) AD(       ) 4
 PE2357  NAD 27      -  44 07 11.69000(N)    069 08 10.61000(W) AD(       ) 3
 PE2357
 PE2357.Superseded values are not recommended for survey control.
 PE2357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2357.See file dsdata.txt to determine how the superseded data were derived.
 PE2357
 PE2357_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ8913785209(NAD 83)
 PE2357
 PE2357  HISTORY     - Date     Condition        Report By
 PE2357  HISTORY     - UNK      MONUMENTED
 PE2357  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2357  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2357
 PE2357                          STATION DESCRIPTION
 PE2357
 PE2357'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2357'THE STATION IS LOST.
 PE2357
 PE2357                          STATION RECOVERY (1943)
 PE2357
 PE2357'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2357'LISTED AS LOST IN 1934.  THE TOP CENTER OF AN OLD SQUARE DARK
 PE2357'BARN, WITH BROWN CLAPBOARD SIDES, WAS LOCATED AS THE STATION IN
 PE2357'THIS VICINITY.  THE BARN WILL PROBABLY BE DEMOLISHED IN THE FUTURE.
 PE2357'
 PE2357'AIR PHOTO PARTY REPORTS THAT STATION IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1090 ***********************************************************************
 PD1090  DESIGNATION -  CENTERVILLE PEAKED
 PD1090  PID         -  PD1090
 PD1090  STATE/COUNTY-  ME/WASHINGTON
 PD1090  USGS QUAD   -  PEAKED MOUNTAIN POND (1990)
 PD1090
 PD1090                         *CURRENT SURVEY CONTROL
 PD1090  ___________________________________________________________________
 PD1090* NAD 83(1996)-  44 45 33.38681(N)    067 42 20.89279(W)     ADJUSTED  
 PD1090* NAVD 88     -       160.     (meters)     525.     (feet)  SCALED    
 PD1090  ___________________________________________________________________
 PD1090  LAPLACE CORR-           3.14  (seconds)                    DEFLEC99
 PD1090  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 PD1090
 PD1090  HORZ ORDER  -  THIRD
 PD1090
 PD1090.The horizontal coordinates were established by classical geodetic methods
 PD1090.and adjusted by the National Geodetic Survey in March 1998..
 PD1090
 PD1090.The orthometric height was scaled from a topographic map.
 PD1090
 PD1090.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1090
 PD1090.The geoid height was determined by GEOID03.
 PD1090
 PD1090;                    North         East     Units Scale Factor Converg.
 PD1090;SPC ME E     -   121,701.315   362,875.263   MT  0.99994860   +0 33 33.2
 PD1090;UTM  19      - 4,957,024.000   602,428.776   MT  0.99972901   +0 54 40.9
 PD1090
 PD1090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD1090!SPC ME E     -   0.99997863  x   0.99994860  =   0.99992723
 PD1090!UTM  19      -   0.99997863  x   0.99972901  =   0.99970765
 PD1090
 PD1090:                Primary Azimuth Mark                     Grid Az
 PD1090:SPC ME E     -  PEAKED 2                                 311 00 56.7
 PD1090:UTM  19      -  PEAKED 2                                 310 39 49.0
 PD1090
 PD1090|---------------------------------------------------------------------|
 PD1090| PID    Reference Object                     Distance      Geod. Az  |
 PD1090|                                                           dddmmss.s |
 PD1090| PD1173 PEAKED 2                            APPROX.21.6 KM 3113429.9 |
 PD1090|---------------------------------------------------------------------|
 PD1090
 PD1090                          SUPERSEDED SURVEY CONTROL
 PD1090
 PD1090  NAD 83(1992)-  44 45 33.38397(N)    067 42 20.89061(W) AD(       ) 3
 PD1090  NAD 83(1986)-  44 45 33.38143(N)    067 42 20.89420(W) AD(       ) 3
 PD1090  NAD 27      -  44 45 33.10079(N)    067 42 22.91495(W) AD(       ) 3
 PD1090
 PD1090.Superseded values are not recommended for survey control.
 PD1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1090.See file dsdata.txt to determine how the superseded data were derived.
 PD1090
 PD1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK0242957024(NAD 83)
 PD1090_MARKER: DD = SURVEY DISK
 PD1090_SETTING: 80 = SET IN A BOULDER
 PD1090_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD1090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD1090+STABILITY: SURFACE MOTION
 PD1090
 PD1090  HISTORY     - Date     Condition        Report By
 PD1090  HISTORY     - 1928     MONUMENTED       USGS
 PD1090
 PD1090                          STATION DESCRIPTION
 PD1090
 PD1090'DESCRIBED BY US GEOLOGICAL SURVEY 1928 (TTR)
 PD1090'LOCATED NEAR NW. CORNER OF CENTERVILLE TOWNSHIP, 11.0 MI N. OF
 PD1090'COLUMBIA FALLS, ALONG RD., 4.5 MI ALONG RD. FROM ROBINSONS  SAWMILL
 PD1090'NEAR CENTER OF HIGHEST PART OF PEAKED MOUNTAIN, WHICH IS NORTHERNMOST
 PD1090'ONE OF GROUP OF PROMINENT PEAKS IN VICINITY.  MOUNTAIN IS COVERED WITH
 PD1090'DENSE GROWTH OF HARDWOOD TIMBER.  A GOOD RD. LEADS FROM COLUMBIA FALLS
 PD1090'TO ROBINSON-S MILL AND ABOUT 0.75 MI AFTER PASSING MILL A FAIR RD.
 PD1090'FORKS OFF TO E. AND LEADS BY THE FOOT OF THE MOUNTAIN.  ABOUT 0.5 MI
 PD1090'FROM MOUNTAIN TOP RD. FORKS - ONE BRANCH PASSING TO W. OF MOUNTAIN,
 PD1090'THE OTHER TO N.  THE TOP IS VISIBLE FROM POINTS NEAR RD. FORK, A CAR
 PD1090'CAN BE TAKEN OVER RD. TO WITHIN 1.5 MI OF MOUNTAIN TOP.
 PD1090'
 PD1090'STATION MARK-  STANDARD DISK SET NEAR ONE END OF 2.5- BY 3-FT
 PD1090'GRANITE BOULDER AND STAMPED---Y 1928---.
 PD1090'
 PD1090'REFERENCE MARK NO. 1, COPPER NAIL AND WASHER IN TRIANGULAR BLAZE
 PD1090'ON 10-IN. BEECH TREE 19.3 FT DISTANT- S 59 DEG 38 MIN W.
 PD1090'
 PD1090'REFERENCE MARK NO. 2, COPPER NAIL AND WASHER IN TRIANGULAR BLAZE
 PD1090'ON SIGNAL TREE 28.3 FT DISTANT- S 21 DEG 47 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1455 ***********************************************************************
 PE1455  DESIGNATION -  CENTRAL
 PE1455  PID         -  PE1455
 PE1455  STATE/COUNTY-  ME/SOMERSET
 PE1455  USGS QUAD   -  FAIRFIELD (1988)
 PE1455
 PE1455                         *CURRENT SURVEY CONTROL
 PE1455  ___________________________________________________________________
 PE1455* NAD 83(1996)-  44 36 18.81603(N)    069 36 20.28753(W)     ADJUSTED  
 PE1455* NAVD 88     -        89.250  (meters)     292.81   (feet)  ADJUSTED  
 PE1455  ___________________________________________________________________
 PE1455  LAPLACE CORR-           3.30  (seconds)                    DEFLEC99
 PE1455  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 PE1455  DYNAMIC HT  -          89.245 (meters)     292.80  (feet)  COMP
 PE1455  MODELED GRAV-     980,562.9   (mgal)                       NAVD 88
 PE1455  OBS GRAVITY -     980,554.9   (mgal)                       GRAV_OBS
 PE1455
 PE1455  HORZ ORDER  -  SECOND
 PE1455  VERT ORDER  -  FIRST     CLASS I
 PE1455
 PE1455.The horizontal coordinates were established by classical geodetic methods
 PE1455.and adjusted by the National Geodetic Survey in March 1998..
 PE1455
 PE1455.The orthometric height was determined by differential leveling
 PE1455.and adjusted by the National Geodetic Survey in June 1991..
 PE1455.WARNING-Repeat measurements at this control monument indicate possible
 PE1455.vertical movement.
 PE1455
 PE1455.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1455
 PE1455.The geoid height was determined by GEOID03.
 PE1455
 PE1455.The dynamic height is computed by dividing the NAVD 88
 PE1455.geopotential number by the normal gravity value computed on the
 PE1455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1455.degrees latitude (g = 980.6199 gals.).
 PE1455
 PE1455.The modeled gravity was interpolated from observed gravity values.
 PE1455.The observed gravity was obtained from relative gravimeter ties
 PE1455.to the IGSN71 gravity network.
 PE1455
 PE1455;                    North         East     Units Scale Factor Converg.
 PE1455;SPC ME W     -   197,015.899   944,536.768   MT  0.99999105   +0 23 38.3
 PE1455;SPC ME E     -   104,872.237   212,236.294   MT  0.99999469   -0 46 35.2
 PE1455;UTM  19      - 4,939,275.980   451,940.011   MT  0.99962840   -0 25 31.1
 PE1455
 PE1455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1455!SPC ME W     -   0.99999004  x   0.99999105  =   0.99998109
 PE1455!SPC ME E     -   0.99999004  x   0.99999469  =   0.99998473
 PE1455!UTM  19      -   0.99999004  x   0.99962840  =   0.99961844
 PE1455
 PE1455|---------------------------------------------------------------------|
 PE1455| PID    Reference Object                     Distance      Geod. Az  |
 PE1455|                                                           dddmmss.s |
 PE1455| PE1454 CENTRAL AZ MK                                      06704     |
 PE1455| PE2490 WINSLOW RAD STA WTVL MAST           APPROX. 4.6 KM 1844740.8 |
 PE1455| CE7842 CENTRAL RM 4                         13.537 METERS 20032     |
 PE1455| CE7841 CENTRAL RM 3                         17.186 METERS 29508     |
 PE1455| PE2503 BIGELOW                             APPROX.15.4 KM 3211658.3 |
 PE1455|---------------------------------------------------------------------|
 PE1455
 PE1455                          SUPERSEDED SURVEY CONTROL
 PE1455
 PE1455  NAD 83(1992)-  44 36 18.81456(N)    069 36 20.28343(W) AD(       ) 2
 PE1455  NAD 83(1986)-  44 36 18.81985(N)    069 36 20.29118(W) AD(       ) 2
 PE1455  NAD 27      -  44 36 18.57850(N)    069 36 22.11930(W) AD(       ) 2
 PE1455  NGVD 29 (??/??/92)   89.450  (m)          293.47   (f) ADJ UNCH    1 1
 PE1455
 PE1455.Superseded values are not recommended for survey control.
 PE1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1455.See file dsdata.txt to determine how the superseded data were derived.
 PE1455
 PE1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK5194039276(NAD 83)
 PE1455_MARKER: DS = TRIANGULATION STATION DISK
 PE1455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1455_STAMPING: CENTRAL 1958
 PE1455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1455+STABILITY: SURFACE MOTION
 PE1455
 PE1455  HISTORY     - Date     Condition        Report By
 PE1455  HISTORY     - 1958     MONUMENTED       CGS
 PE1455  HISTORY     - 1959     SEE DESCRIPTION  CGS
 PE1455  HISTORY     - 1966     SEE DESCRIPTION  CGS
 PE1455  HISTORY     - 1966     GOOD             NGS
 PE1455  HISTORY     - 1974     GOOD             NGS
 PE1455
 PE1455                          STATION DESCRIPTION
 PE1455
 PE1455'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 PE1455'STATION IS LOCATED ABOUT 1 MILE NORTHWEST OF FAIRFIELD, 1/2 MILE
 PE1455'WEST OF THE KENNEBEC RIVER, AND AT THE CENTRAL MAINE
 PE1455'SANITARIUM.  STATION IS IN THE GRASSY AREA 11 PACES DUE SOUTH OF
 PE1455'THE SOUTHEAST CORNER OF THE DOWNS BUILDING, 13 FEET SOUTHWEST OF
 PE1455'SOUTHWEST CORNER OF PARKING AREA, 46 FEET NORTHEAST OF FENCE LINE
 PE1455'AND 72 FEET SOUTHWEST OF CENTERLINE OF DRIVE.  THE MARK IS SET
 PE1455'FLUSH WITH THE GROUND AND THE DISK IS STAMPED CENTRAL 1958.
 PE1455'
 PE1455'REFERENCE MARK NO. 1 IS 15 FEET EAST OF THE CENTERLINE OF
 PE1455'DRIVEWAY, 5-1/2 FEET WEST OF 15 INCH TREE, 51 FEET NORTH-NORTHWEST
 PE1455'OF SIDEWALK ENTRANCE TO HARDY BUILDING AND 36 PACES WEST OF WEST
 PE1455'SIDE OF HARDY BUILDING.  MARK IS SET IN A DRILL HOLE FLUSH IN
 PE1455'THE CURB AND THE DISK IS STAMPED CENTRAL RM 1 1958.
 PE1455'
 PE1455'REFERENCE MARK NO. 2 IS 4 FEET WEST-NORTHWEST OF FIRE HYDRANT
 PE1455'(ENCLOSED IN BUILDING), 12 FEET EAST OF CENTERLINE OF DRIVE, 59
 PE1455'FEET WEST OF NORTHWEST CORNER OF HARDY BUILDING, AND 63 FEET
 PE1455'NORTHEAST OF THE SOUTHEAST CORNER OF THE DOWNS BUILDING.  MARK
 PE1455'IS SET IN A DRILL HOLE FLUSH IN THE CURB AND THE DISK IS STAMPED
 PE1455'CENTRAL RM 2 1958.
 PE1455'
 PE1455'AZIMUTH MARK IS 3 FEET SOUTHWEST OF WITNESS POST, 17 FEET WEST
 PE1455'OF CENTERLINE OF ROAD, 59 FEET NORTH OF POWER LINE POLE NO. 8
 PE1455'AND 87 FEET SOUTH-SOUTHEAST OF POWER LINE POLE NO. 9.  MARK
 PE1455'PROJECTS 4 INCHES AND THE DISK IS STAMPED CENTRAL 1958.
 PE1455'
 PE1455'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 201 AND STATE HIGHWAYS
 PE1455'11, 100 AND 139 IN FAIRFIELD GO NORTH ON U.S. HIGHWAY 201 FOR 1.35
 PE1455'MILE TO SIDE ROAD LEFT AT THE ENTRANCE TO THE CENTRAL MAINE
 PE1455'SANITARIUM.  TURN LEFT UP HILL AND GO 0.25 MILE TO AZIMUTH MARK ON
 PE1455'RIGHT, CONTINUE 0.05 MILE TO FORK AT THE ADMINISTRATION BUILDING,
 PE1455'KEEP LEFT AND CONTINUE FOR 0.15 MILE TO THE STATION ON LEFT AS
 PE1455'DESCRIBED.
 PE1455'
 PE1455'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 PE1455
 PE1455                          STATION RECOVERY (1959)
 PE1455
 PE1455'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (HRL)
 PE1455'STATION AND AZIMUTH MARK RECOVERED AS DESCRIBED AND FOUND IN
 PE1455'GOOD CONDITION.  REFERENCE MARK NO. 2 WAS FOUND DESTROYED BY
 PE1455'SNOW PLOW OPERATIONS AND REFERENCE MARK NO. 1 WAS FOUND IN
 PE1455'VERY POOR CONDITION.  THEREFORE REFERENCE MARKS NO. 3 AND 4
 PE1455'WERE ESTABLISHED AND REFERENCE MARK NO. 1 DESTROYED.
 PE1455'
 PE1455'THE ORIGINAL DESCRIPTION OF STATION MARK AND AZIMUTH MARK AND
 PE1455'THE TO REACH DESCRIPTION IS ADEQUATE.
 PE1455'
 PE1455'REFERENCE MARK NO. 3, A STANDARD DISK SET IN A 10X10 INCH
 PE1455'CONCRETE MONUMENT AND STAMPED CENTRAL NO 3 1958 IS 6-1/2 FEET
 PE1455'SOUTHEAST OF CORNER OF DOWNS BUILDING, 16 FEET NORTHEAST OF
 PE1455'STEPS AND 36-1/2 FEET WEST OF THE SOUTHEAST CORNER ON DOWNS
 PE1455'BUILDING.  THE MARK IS SET FLUSH WITH THE GROUND.
 PE1455'
 PE1455'REFERENCE MARK NO. 4, A STANDARD DISK SET IN A 10X10 INCH
 PE1455'CONCRETE MONUMENT AND STAMPED CENTRAL NO 4 1958 IS 3 FEET NORTHEAST
 PE1455'OF FENCELINE, 9 FEET WEST OF A SPRUCE TREE, 7 FEET SOUTHEAST OF A
 PE1455'SPRUCE TREE, 77 FEET SOUTH OF THE SOUTHEAST CORNER OF DOWNS
 PE1455'BUILDING AND 75 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 PE1455'PARKING AREA.  THE MARK IS SET FLUSH WITH THE GROUND.
 PE1455
 PE1455                          STATION RECOVERY (1966)
 PE1455
 PE1455'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (RRG)
 PE1455'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE.
 PE1455
 PE1455                          STATION RECOVERY (1966)
 PE1455
 PE1455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 PE1455'2 MI N FROM FAIRFIELD.
 PE1455'ABOUT 1.45 MILES NORTH ALONG U.S. HIGHWAY 201 FROM THE POST
 PE1455'OFFICE, THENCE 0.5 MILE WEST ALONG A BLACK TOPPED ROAD, ON
 PE1455'THE GROUNDS OF THE MAINE CENTRAL SANATORIUM, IN THE REAR LAWN
 PE1455'OF DOWNS BUILDING, 73 FEET SOUTH OF THE CENTER LINE OF THE
 PE1455'DRIVE LEADING THROUGH THE SANATORIUM, 38.0 FEET
 PE1455'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE BUILDING, 46
 PE1455'FEET NORTH OF AN OLD EAST-WEST FENCE LINE, ABOUT LEVEL WITH
 PE1455'THE BLACK TOPPED DRIVE AND SET IN THE TOP OF A CONCRETE POST
 PE1455'FLUSH WITH THE GROUND.  NOTE-- THE MAINE CENTRAL SANATORIUM IS
 PE1455'NOW THE PLEASANT HILL NURSING HOME.
 PE1455
 PE1455                          STATION RECOVERY (1974)
 PE1455
 PE1455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 PE1455'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1454 ***********************************************************************
 PE1454  DESIGNATION -  CENTRAL AZ MK
 PE1454  PID         -  PE1454
 PE1454  STATE/COUNTY-  ME/SOMERSET
 PE1454  USGS QUAD   -  FAIRFIELD (1988)
 PE1454
 PE1454                         *CURRENT SURVEY CONTROL
 PE1454  ___________________________________________________________________
 PE1454* NAD 83(1986)-  44 36 22.     (N)    069 36 05.     (W)     SCALED    
 PE1454* NAVD 88     -        77.808  (meters)     255.28   (feet)  ADJUSTED  
 PE1454  ___________________________________________________________________
 PE1454  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 PE1454  DYNAMIC HT  -          77.804 (meters)     255.26  (feet)  COMP
 PE1454  MODELED GRAV-     980,563.3   (mgal)                       NAVD 88
 PE1454  OBS GRAVITY -     980,557.4   (mgal)                       GRAV_OBS
 PE1454
 PE1454  VERT ORDER  -  FIRST     CLASS I
 PE1454
 PE1454.The horizontal coordinates were scaled from a topographic map and have
 PE1454.an estimated accuracy of +/- 6 seconds.
 PE1454
 PE1454.The orthometric height was determined by differential leveling
 PE1454.and adjusted by the National Geodetic Survey in June 1991..
 PE1454.WARNING-Repeat measurements at this control monument indicate possible
 PE1454.vertical movement.
 PE1454
 PE1454.The geoid height was determined by GEOID03.
 PE1454
 PE1454.The dynamic height is computed by dividing the NAVD 88
 PE1454.geopotential number by the normal gravity value computed on the
 PE1454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1454.degrees latitude (g = 980.6199 gals.).
 PE1454
 PE1454.The modeled gravity was interpolated from observed gravity values.
 PE1454.The observed gravity was obtained from relative gravimeter ties
 PE1454.to the IGSN71 gravity network.
 PE1454
 PE1454;                    North         East    Units  Estimated Accuracy
 PE1454;SPC ME W     -   197,120.      944,870.      MT  (+/- 180 meters Scaled)
 PE1454
 PE1454                          SUPERSEDED SURVEY CONTROL
 PE1454
 PE1454  NGVD 29 (??/??/92)   78.005  (m)          255.92   (f) ADJ UNCH    1 1
 PE1454
 PE1454.Superseded values are not recommended for survey control.
 PE1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1454.See file dsdata.txt to determine how the superseded data were derived.
 PE1454
 PE1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK522393(NAD 83)
 PE1454_MARKER: DZ = AZIMUTH MARK DISK
 PE1454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1454_STAMPING: CENTRAL 1958
 PE1454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1454+STABILITY: SURFACE MOTION
 PE1454
 PE1454  HISTORY     - Date     Condition        Report By
 PE1454  HISTORY     - 1958     MONUMENTED       CGS
 PE1454  HISTORY     - 1966     GOOD             NGS
 PE1454  HISTORY     - 1974     GOOD             NGS
 PE1454
 PE1454                          STATION DESCRIPTION
 PE1454
 PE1454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE1454'1.7 MI N FROM FAIRFIELD.
 PE1454'ABOUT 1.45 MILES NORTH ALONG U.S. HIGHWAY 201 FROM THE POST
 PE1454'OFFICE AT FAIRFIELD, THENCE ABOUT 0.25 MILE WEST ALONG A BLACK
 PE1454'TOPPED ROAD, ON THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING
 PE1454'EAST AND SOUTHWEST, 17 FEET NORTH OF THE CENTER LINE OF THE
 PE1454'BLACK TOPPED ROAD, 62 FEET NORTH OF AND ACROSS THE ROAD FROM THE
 PE1454'NORTHEAST CORNER OF A SMALL WHITE WOODEN FRAME HOUSE, 60 FEET
 PE1454'NORTHWEST OF AND ACROSS THE ROAD FROM POWER POLE 81/8, 2.9
 PE1454'FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD
 PE1454'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
 PE1454
 PE1454                          STATION RECOVERY (1974)
 PE1454
 PE1454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 PE1454'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1457 ***********************************************************************
 PE1457  DESIGNATION -  CENTRAL RM 3
 PE1457  PID         -  PE1457
 PE1457  STATE/COUNTY-  ME/SOMERSET
 PE1457  USGS QUAD   -  FAIRFIELD (1988)
 PE1457
 PE1457                         *CURRENT SURVEY CONTROL
 PE1457  ___________________________________________________________________
 PE1457* NAD 83(1986)-  44 36 18.     (N)    069 36 20.     (W)     SCALED    
 PE1457* NAVD 88     -        90.395  (meters)     296.57   (feet)  ADJUSTED  
 PE1457  ___________________________________________________________________
 PE1457  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 PE1457  DYNAMIC HT  -          90.390 (meters)     296.55  (feet)  COMP
 PE1457  MODELED GRAV-     980,562.9   (mgal)                       NAVD 88
 PE1457
 PE1457  VERT ORDER  -  FIRST     CLASS I
 PE1457
 PE1457.The horizontal coordinates were scaled from a topographic map and have
 PE1457.an estimated accuracy of +/- 6 seconds.
 PE1457
 PE1457.The orthometric height was determined by differential leveling
 PE1457.and adjusted by the National Geodetic Survey in June 1991..
 PE1457
 PE1457.The geoid height was determined by GEOID03.
 PE1457
 PE1457.The dynamic height is computed by dividing the NAVD 88
 PE1457.geopotential number by the normal gravity value computed on the
 PE1457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1457.degrees latitude (g = 980.6199 gals.).
 PE1457
 PE1457.The modeled gravity was interpolated from observed gravity values.
 PE1457
 PE1457;                    North         East    Units  Estimated Accuracy
 PE1457;SPC ME W     -   196,990.      944,540.      MT  (+/- 180 meters Scaled)
 PE1457
 PE1457                          SUPERSEDED SURVEY CONTROL
 PE1457
 PE1457  NGVD 29 (??/??/92)   90.597  (m)          297.23   (f) ADJ UNCH    1 1
 PE1457
 PE1457.Superseded values are not recommended for survey control.
 PE1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1457.See file dsdata.txt to determine how the superseded data were derived.
 PE1457
 PE1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK519392(NAD 83)
 PE1457_MARKER: DR = REFERENCE MARK DISK
 PE1457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1457_STAMPING: CENTRAL NO 3 1958
 PE1457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1457+STABILITY: SURFACE MOTION
 PE1457
 PE1457  HISTORY     - Date     Condition        Report By
 PE1457  HISTORY     - 1958     MONUMENTED       CGS
 PE1457  HISTORY     - 1966     GOOD             NGS
 PE1457  HISTORY     - 1974     GOOD             NGS
 PE1457
 PE1457                          STATION DESCRIPTION
 PE1457
 PE1457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE1457'2 MI N FROM FAIRFIELD.
 PE1457'ABOUT 1.45 MILES NORTH ALONG U.S. HIGHWAY 201 FROM THE POST
 PE1457'OFFICE AT FAIRFIELD, THENCE ABOUT 0.5 MILE WEST ALONG A BLACK
 PE1457'TOPPED ROAD, AT THE MAINE CENTRAL SANATORIUM, IN THE LAWN
 PE1457'NEAR THE SOUTHEAST CORNER OF THE SOUTH WING OF THE DOWNS
 PE1457'BUILDING, 6.0 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 PE1457'SOUTH WING OF THE BUILDING, 15 1/2 FEET NORTHEAST OF THE EAST
 PE1457'END OF THE BOTTOM STEP OF THE SOUTH ENTRANCE OF BUILDING, 36
 PE1457'FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE MAIN BUILDING, 56.4
 PE1457'FEET NORTHWEST OF TRIANGULATION STATION CENTRAL DESCRIBED,
 PE1457'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 PE1457'NOTE-- THE MAINE CENTRAL SANATORIUM IS NOW THE PLEASANT HILL
 PE1457'NURSING HOME.
 PE1457
 PE1457                          STATION RECOVERY (1974)
 PE1457
 PE1457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 PE1457'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1456 ***********************************************************************
 PE1456  DESIGNATION -  CENTRAL RM 4
 PE1456  PID         -  PE1456
 PE1456  STATE/COUNTY-  ME/SOMERSET
 PE1456  USGS QUAD   -  FAIRFIELD (1988)
 PE1456
 PE1456                         *CURRENT SURVEY CONTROL
 PE1456  ___________________________________________________________________
 PE1456* NAD 83(1986)-  44 36 18.     (N)    069 36 20.     (W)     SCALED    
 PE1456* NAVD 88     -        89.234  (meters)     292.76   (feet)  ADJUSTED  
 PE1456  ___________________________________________________________________
 PE1456  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 PE1456  DYNAMIC HT  -          89.229 (meters)     292.75  (feet)  COMP
 PE1456  MODELED GRAV-     980,562.9   (mgal)                       NAVD 88
 PE1456
 PE1456  VERT ORDER  -  FIRST     CLASS I
 PE1456
 PE1456.The horizontal coordinates were scaled from a topographic map and have
 PE1456.an estimated accuracy of +/- 6 seconds.
 PE1456
 PE1456.The orthometric height was determined by differential leveling
 PE1456.and adjusted by the National Geodetic Survey in June 1991..
 PE1456
 PE1456.The geoid height was determined by GEOID03.
 PE1456
 PE1456.The dynamic height is computed by dividing the NAVD 88
 PE1456.geopotential number by the normal gravity value computed on the
 PE1456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1456.degrees latitude (g = 980.6199 gals.).
 PE1456
 PE1456.The modeled gravity was interpolated from observed gravity values.
 PE1456
 PE1456;                    North         East    Units  Estimated Accuracy
 PE1456;SPC ME W     -   196,990.      944,540.      MT  (+/- 180 meters Scaled)
 PE1456
 PE1456                          SUPERSEDED SURVEY CONTROL
 PE1456
 PE1456  NGVD 29 (??/??/92)   89.437  (m)          293.43   (f) ADJ UNCH    1 1
 PE1456
 PE1456.Superseded values are not recommended for survey control.
 PE1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1456.See file dsdata.txt to determine how the superseded data were derived.
 PE1456
 PE1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK519392(NAD 83)
 PE1456_MARKER: DR = REFERENCE MARK DISK
 PE1456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1456_STAMPING: CENTRAL NO 4 1958
 PE1456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1456+STABILITY: SURFACE MOTION
 PE1456
 PE1456  HISTORY     - Date     Condition        Report By
 PE1456  HISTORY     - 1958     MONUMENTED       CGS
 PE1456  HISTORY     - 1966     GOOD             NGS
 PE1456  HISTORY     - 1974     GOOD             NGS
 PE1456
 PE1456                          STATION DESCRIPTION
 PE1456
 PE1456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE1456'2 MI N FROM FAIRFIELD.
 PE1456'ABOUT 1.45 MILES NORTH ALONG U.S. HIGHWAY 201 FROM THE POST
 PE1456'OFFICE AT FAIRFIELD, THENCE ABOUT 0.5 MILE WEST ALONG A BLACK
 PE1456'TOPPED ROAD, AT THE MAINE CENTRAL SANATORIUM, IN THE REAR
 PE1456'LAWN OF DOWNS BUILDING, ALONG A EAST-WEST FENCE LINE OR HEDGE
 PE1456'ROW, 118 FEET SOUTH-SOUTHWEST OF THE CENTER LINE OF THE BLACK
 PE1456'TOPPED ROAD, 76.0 FEET SOUTH OF THE SOUTHEAST CORNER OF DOWNS
 PE1456'BUILDING, 2 FEET NORTH OF THE FENCE LINE, 44.4 FEET SOUTHWEST
 PE1456'OF TRIANGULATION STATION CENTRAL DESCRIBED, ABOUT LEVEL WITH
 PE1456'THE BLACK TOPPED ROAD AND SET IN THE TOP OF A CONCRETE FLUSH
 PE1456'WITH THE GROUND.  NOTE-- THE MAINE CENTRAL SANATORIUM IS NOW THE
 PE1456'PLEASANT HILL NURSING HOME.
 PE1456
 PE1456                          STATION RECOVERY (1974)
 PE1456
 PE1456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 PE1456'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1742 ***********************************************************************
 PE1742  DESIGNATION -  CH 12 USGS 1956
 PE1742  PID         -  PE1742
 PE1742  STATE/COUNTY-  ME/HANCOCK
 PE1742  USGS QUAD   -  ELLSWORTH (1981)
 PE1742
 PE1742                         *CURRENT SURVEY CONTROL
 PE1742  ___________________________________________________________________
 PE1742* NAD 83(1996)-  44 32 23.32210(N)    068 28 58.94500(W)     ADJUSTED  
 PE1742* NAVD 88     -        52.     (meters)     171.     (feet)  SCALED    
 PE1742  ___________________________________________________________________
 PE1742  LAPLACE CORR-           6.08  (seconds)                    DEFLEC99
 PE1742  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 PE1742
 PE1742  HORZ ORDER  -  THIRD
 PE1742
 PE1742.The horizontal coordinates were established by classical geodetic methods
 PE1742.and adjusted by the National Geodetic Survey in March 1998..
 PE1742
 PE1742.The orthometric height was scaled from a topographic map.
 PE1742
 PE1742.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1742
 PE1742.The geoid height was determined by GEOID03.
 PE1742
 PE1742;                    North         East     Units Scale Factor Converg.
 PE1742;SPC ME E     -    97,009.301   301,347.746   MT  0.99990002   +0 00 42.8
 PE1742;UTM  19      - 4,931,961.336   541,069.169   MT  0.99962074   +0 21 45.4
 PE1742
 PE1742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1742!SPC ME E     -   0.99999575  x   0.99990002  =   0.99989577
 PE1742!UTM  19      -   0.99999575  x   0.99962074  =   0.99961649
 PE1742
 PE1742                          SUPERSEDED SURVEY CONTROL
 PE1742
 PE1742  NAD 83(1992)-  44 32 23.30344(N)    068 28 58.93064(W) AD(       ) 3
 PE1742  NAD 83(1986)-  44 32 23.30245(N)    068 28 58.93301(W) AD(       ) 3
 PE1742  NAD 27      -  44 32 23.02000(N)    068 29 00.88000(W) AD(       ) 3
 PE1742
 PE1742.Superseded values are not recommended for survey control.
 PE1742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1742.See file dsdata.txt to determine how the superseded data were derived.
 PE1742
 PE1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK4106931961(NAD 83)
 PE1742_MARKER: Z = SEE DESCRIPTION
 PE1742_SETTING: 0 = UNSPECIFIED SETTING
 PE1742_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE1742
 PE1742  HISTORY     - Date     Condition        Report By
 PE1742  HISTORY     - 1956     MONUMENTED       CGS
 PE1742  HISTORY     - 1960     SEE DESCRIPTION  CGS
 PE1742  HISTORY     - 1970     SEE DESCRIPTION  NGS
 PE1742
 PE1742                          STATION DESCRIPTION
 PE1742
 PE1742'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (IRR)
 PE1742'THE STATION WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION
 PE1742'AS FOLLOWS--
 PE1742'
 PE1742'THE STATION IS LOCATED ALONG U.S. HIGHWAY 1 ABOUT 4.55 MILES
 PE1742'WEST OF THE POST OFFICE IN ELLSWORTH AT THE ENTRANCE TO A PRIVATE
 PE1742'DRIVEWAY.  IT IS 34.0 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY
 PE1742'1, 35.0 FEET EAST OF THE CENTERLINE OF THE PRIVATE DRIVE AND 6.0
 PE1742'FEET WEST OF A 6 INCH MAPLE TREE.
 PE1742'
 PE1742'THE STATION IS MARKED BY A GEOLOGICAL SURVEY TRAVERSE DISK,
 PE1742'STAMPED CH 12 1942 CEMENTED IN A ROCK LEDGE.  THE ROCK LEDGE IS
 PE1742'FLUSH WITH THE GROUND.
 PE1742
 PE1742                          STATION RECOVERY (1960)
 PE1742
 PE1742'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GCR)
 PE1742'THE STATION WAS RECOVERED.  THE 1956 DESCRIPTION IS CORRECT AND
 PE1742'ADEQUATE.  THE FOLLOWING ADDITIONAL INFORMATION IS LISTED TO AID
 PE1742'IN FUTURE RECOVERY.  THE DISK IS SITUATED IN BED ROCK APPROXIMATELY
 PE1742'3 FEET BELOW THE CROWN OF U.S. HIGHWAY 1.  IT IS 15.4 FEET SOUTH
 PE1742'OF HIGHWAY DEPARTMENT WOODEN STAKE BEARING STATION NO. 104 + 50
 PE1742'AND DUE NORTH FROM POWER POLE NO. 59, WHICH IS SITUATED AT THE
 PE1742'SOUTH SIDE OF U.S. 1.  THE DISK ALSO BEARS THE STAMPING 185.
 PE1742'THE TOP SURFACE OF THE BOULDER HAS BEEN CLEARED OF DIRT AND
 PE1742'GRASS AND A SOD RING PLACED SURROUNDING THE BOULDER.
 PE1742'
 PE1742'TO REACH THE STATION FROM THE POST OFFICE IN ELLSWORTH, GO WEST
 PE1742'ON U.S. HIGHWAY 1 FOR 2.7 MILES TO TEXACO SERVICE STATION ON
 PE1742'RIGHT, CONTINUE WEST ON THE HIGHWAY FOR 0.3 MILE TO THE MARK ON
 PE1742'RIGHT.
 PE1742
 PE1742                          STATION RECOVERY (1970)
 PE1742
 PE1742'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 PE1742'STATION WAS SEARCHED FOR BUT NOT FOUND.  THERE IS A NEW FILL AT
 PE1742'THE ROAD INTERSECTION, AND ACCORDING TO THE ORIGINAL REFERENCE
 PE1742'MEASUREMENTS THE STATION LIES UNDER THE FILL.
 PE1742'
 PE1742'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PE1742'4-1/2 MILES WEST OF ELLSWORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2623 ***********************************************************************
 OC2623  DESIGNATION -  CHAD
 OC2623  PID         -  OC2623
 OC2623  STATE/COUNTY-  ME/CUMBERLAND
 OC2623  USGS QUAD   -  NORTH SEBAGO (1983)
 OC2623
 OC2623                         *CURRENT SURVEY CONTROL
 OC2623  ___________________________________________________________________
 OC2623* NAD 83(1996)-  43 52 49.03037(N)    070 41 59.52536(W)     ADJUSTED  
 OC2623* NAVD 88     -       281.1    (meters)     922.     (feet)  VERTCON   
 OC2623  ___________________________________________________________________
 OC2623  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 OC2623  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 OC2623
 OC2623  HORZ ORDER  -  SECOND
 OC2623
 OC2623.The horizontal coordinates were established by classical geodetic methods
 OC2623.and adjusted by the National Geodetic Survey in March 1998..
 OC2623
 OC2623.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2623
 OC2623.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2623
 OC2623.The geoid height was determined by GEOID03.
 OC2623
 OC2623;                    North         East     Units Scale Factor Converg.
 OC2623;SPC ME W     -   116,450.474   857,149.446   MT  0.99998924   -0 22 10.5
 OC2623;UTM  19      - 4,859,981.002   363,440.037   MT  0.99982937   -1 10 42.4
 OC2623
 OC2623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2623!SPC ME W     -   0.99996014  x   0.99998924  =   0.99994938
 OC2623!UTM  19      -   0.99996014  x   0.99982937  =   0.99978952
 OC2623
 OC2623:                Primary Azimuth Mark                     Grid Az
 OC2623:SPC ME W     -  RAYMOND TV MAST WGAN                     073 58 20.6
 OC2623:UTM  19      -  RAYMOND TV MAST WGAN                     074 46 52.5
 OC2623
 OC2623|---------------------------------------------------------------------|
 OC2623| PID    Reference Object                     Distance      Geod. Az  |
 OC2623|                                                           dddmmss.s |
 OC2623| OC1986 RAYMOND TV MAST WGAN                APPROX.17.5 KM 0733610.1 |
 OC2623| OC2622 CHAD RM 1                             8.832 METERS 12458     |
 OC2623| OC2621 CHAD AZ MK                          314.314 METERS 13857     |
 OC2623| CE7288 CHAD RM 2                            16.326 METERS 33221     |
 OC2623|---------------------------------------------------------------------|
 OC2623
 OC2623                          SUPERSEDED SURVEY CONTROL
 OC2623
 OC2623  NAD 83(1992)-  43 52 49.02969(N)    070 41 59.52672(W) AD(       ) 2
 OC2623  NAD 83(1986)-  43 52 49.03716(N)    070 41 59.53131(W) AD(       ) 2
 OC2623  NAD 27      -  43 52 48.77032(N)    070 42 01.30759(W) AD(       ) 2
 OC2623  NGVD 29 (07/19/86)  281.3    (m)          923.     (f) VERT ANG       
 OC2623
 OC2623.Superseded values are not recommended for survey control.
 OC2623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2623.See file dsdata.txt to determine how the superseded data were derived.
 OC2623
 OC2623_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ6344059981(NAD 83)
 OC2623_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OC2623_SETTING: 66 = SET IN ROCK OUTCROP
 OC2623
 OC2623  HISTORY     - Date     Condition        Report By
 OC2623  HISTORY     - 1976     MONUMENTED       NGS
 OC2623  HISTORY     - 20050823 GOOD             GEOCAC
 OC2623
 OC2623                          STATION DESCRIPTION
 OC2623
 OC2623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2623'THE STATION IS LOCATED ON DOUGLAS HILL ABOUT 3-1/2 MILES
 OC2623'WEST OF THE WEST SHORE OF SEBAGO LAKE, 5-1/4 MILES NORTHEAST
 OC2623'OF WEST BALDWIN AND 7/8 MILE SOUTH OF SEBAGO.  THE STATION
 OC2623'IS ON PROPERTY OWNED BY THE CHADBOURNE ESTATE OF DOUGLAS
 OC2623'HILL.
 OC2623'
 OC2623'TO REACH FROM THE FIRE STATION AND MUNICIPAL OFFICES IN THE
 OC2623'TOWN OF SEBAGO, NEAR SEBAGO CENTER COMMUNITY CHURCH, GO
 OC2623'SOUTHEAST ON STATE ROUTE 107 FOR 1.1 MILES TO A SIDE ROAD ON
 OC2623'THE RIGHT.  TURN RIGHT AND GO UPHILL AND WEST ON THE SIDE ROAD
 OC2623'FOR 0.85 MILE TO THE CREST OF THE HILL AND A SIDE ROAD ON THE
 OC2623'LEFT.  THE STATION IS ON THE RIGHT IN THE FIELD BEHIND THE
 OC2623'SOUVENIR AND SNACK STAND.
 OC2623'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ON
 OC2623'THE SIDE ROAD FOR 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT.
 OC2623'
 OC2623'THE STATION MARK IS A STANDARD DISK STAMPED---CHAD 1976---,
 OC2623'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 34.4
 OC2623'FEET NORTH-NORTHEAST OF A ROCK WALL AND A 16-INCH PINE TREE.
 OC2623'
 OC2623'REFERENCE MARK 1, STAMPED---CHAD NO 1 1976---, IS A STANDARD
 OC2623'DISK CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS 31.2 FEET
 OC2623'NORTH-NORTHEAST OF A ROCK WALL, 35.2 FEET EAST-NORTHEAST OF
 OC2623'A 16-INCH PINE TREE, AND 2 INCHES BELOW THE GROUND SURFACE.
 OC2623'
 OC2623'REFERENCE MARK 2, STAMPED---CHAD NO 2 1976---, IS A STANDARD
 OC2623'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS
 OC2623'68.0 FEET NORTH-NORTHEAST OF A ROCK WALL AND FLUSH WITH THE
 OC2623'GROUND SURFACE.
 OC2623'
 OC2623'THE AZIMUTH MARK, STAMPED---CHAD 1976---, IS A STANDARD DISK
 OC2623'CEMENTED IN A DRILL HOLE IN A BOULDER.  IT IS 6.0 FEET N0RTH-
 OC2623'EAST OF A METAL WITNESS POST AT THE CORNER OF A BARBED WIRE
 OC2623'FENCE, 28.7 FEET EAST OF THE CENTERLINE OF THE ROAD, 62.0 FEET
 OC2623'NORTH-NORTHWEST OF THE WEST END OF A FIELDSTONE PORCH AND
 OC2623'FLUSH WITH THE GROUND SURFACE.
 OC2623'
 OC2623'THE HEIGHT OF THE LIGHT ABOVE THE STATION WAS 1.40 METERS.
 OC2623'
 OC2623'DESCRIBED BY JERRY E ELLINGWOOD.
 OC2623
 OC2623                          STATION RECOVERY (2005)
 OC2623
 OC2623'RECOVERY NOTE BY GEOCACHING 2005 (JKS)
 OC2623' 
 OC2623'THE MAIN STATION, CHAD 1976, WAS RECOVERED IN GOOD CONDITION AT THE
 OC2623'DESCRIBED LOCATION AND CO-ORDINATES.
 OC2623' 
 OC2623'CHAD RM 1 1976, WAS NOT RECOVERED. THERE IS A LARGE HOLE IN THE GROUND
 OC2623'AT THE DESCRIBED LOCATION LEADING ONE TO THINK IT MAY NOT HAVE BEEN
 OC2623'SET IN BEDROCK AS THE DESCRIPTION SAYS BUT INSTEAD WAS MOUNTED IN A
 OC2623'CONCRETE MONUMENT OR A BOULDER WHICH IS NOW GONE. THERE IS NO BEDROCK
 OC2623'IN THE IMMEDIATE VICINITY.
 OC2623' 
 OC2623'CHAD RM 2 1976, WAS RECOVERED IN GOOD CONDITION AT THE DESCRIBED
 OC2623'LOCATION.
 OC2623' 
 OC2623'CHAD AZ MK, WAS NOT RECOVERED. SEE SEPERATE LOG AT OC2621.
 OC2623' 
 OC2623'SUBMITTED BY J.K. SNYDER
 OC2623' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2621 ***********************************************************************
 OC2621  DESIGNATION -  CHAD AZ MK
 OC2621  PID         -  OC2621
 OC2621  STATE/COUNTY-  ME/CUMBERLAND
 OC2621  USGS QUAD   -  NORTH SEBAGO (1983)
 OC2621
 OC2621                         *CURRENT SURVEY CONTROL
 OC2621  ___________________________________________________________________
 OC2621* NAD 83(1996)-  43 52 41.35032(N)    070 41 50.27932(W)     ADJUSTED  
 OC2621* NAVD 88     -       286.1    (meters)     939.     (feet)  VERTCON   
 OC2621  ___________________________________________________________________
 OC2621  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 OC2621  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 OC2621
 OC2621  HORZ ORDER  -  SECOND
 OC2621
 OC2621.The horizontal coordinates were established by classical geodetic methods
 OC2621.and adjusted by the National Geodetic Survey in March 1998..
 OC2621
 OC2621.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2621
 OC2621.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2621
 OC2621.The geoid height was determined by GEOID03.
 OC2621
 OC2621;                    North         East     Units Scale Factor Converg.
 OC2621;SPC ME W     -   116,212.117   857,354.329   MT  0.99998903   -0 22 04.1
 OC2621;UTM  19      - 4,859,739.816   363,641.502   MT  0.99982869   -1 10 35.9
 OC2621
 OC2621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2621!SPC ME W     -   0.99995936  x   0.99998903  =   0.99994839
 OC2621!UTM  19      -   0.99995936  x   0.99982869  =   0.99978806
 OC2621
 OC2621                          SUPERSEDED SURVEY CONTROL
 OC2621
 OC2621  NAD 83(1992)-  43 52 41.34963(N)    070 41 50.28069(W) AD(       ) 2
 OC2621  NAD 83(1986)-  43 52 41.35709(N)    070 41 50.28526(W) AD(       ) 2
 OC2621  NAD 27      -  43 52 41.09015(N)    070 41 52.06201(W) AD(       ) 2
 OC2621  NGVD 29 (07/19/86)  286.3    (m)          939.     (f) VERT ANG       
 OC2621
 OC2621.Superseded values are not recommended for survey control.
 OC2621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2621.See file dsdata.txt to determine how the superseded data were derived.
 OC2621
 OC2621_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ6364259740(NAD 83)
 OC2621_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OC2621_SETTING: 80 = SET IN A BOULDER
 OC2621_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 OC2621
 OC2621  HISTORY     - Date     Condition        Report By
 OC2621  HISTORY     - 1976     MONUMENTED       NGS
 OC2621  HISTORY     - 20050823 MARK NOT FOUND   GEOCAC
 OC2621
 OC2621                          STATION DESCRIPTION
 OC2621
 OC2621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2621'THIS STATION WAS ESTABLISHED BY AN EDM MEASUREMENT FROM
 OC2621'TRAVERSE STATION CHAD. SEE DESCRIPTION THEREOF.
 OC2621'
 OC2621'DESCRIBED BY JERRY E. ELLINGWOOD.
 OC2621'
 OC2621'THE HEIGHT OF LIGHT ABOVE THE STATION WAS 1.0 METER.
 OC2621
 OC2621                          STATION RECOVERY (2005)
 OC2621
 OC2621'RECOVERY NOTE BY GEOCACHING 2005 (JKS)
 OC2621'MARK NOT FOUND. THERE IS A FLOWER GARDEN AND MAILBOX AT THIS LOCATION
 OC2621'NOW. IT MAY BE BURIED HERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0858 ***********************************************************************
 QF0858  DESIGNATION -  CHAIN ROCK
 QF0858  PID         -  QF0858
 QF0858  STATE/COUNTY-  ME/WASHINGTON
 QF0858  USGS QUAD   -  CALAIS (1977)
 QF0858
 QF0858                         *CURRENT SURVEY CONTROL
 QF0858  ___________________________________________________________________
 QF0858* NAD 83(1996)-  45 08 24.81142(N)    067 19 07.13248(W)     ADJUSTED  
 QF0858* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 QF0858  ___________________________________________________________________
 QF0858  LAPLACE CORR-           4.80  (seconds)                    DEFLEC99
 QF0858  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 QF0858
 QF0858  HORZ ORDER  -  THIRD
 QF0858
 QF0858.The horizontal coordinates were established by classical geodetic methods
 QF0858.and adjusted by the National Geodetic Survey in March 1998..
 QF0858
 QF0858.The orthometric height was scaled from a topographic map.
 QF0858
 QF0858.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0858
 QF0858.The geoid height was determined by GEOID03.
 QF0858
 QF0858;                    North         East     Units Scale Factor Converg.
 QF0858;SPC ME E     -   164,404.639   392,909.080   MT  1.00000611   +0 50 14.8
 QF0858;UTM  19      - 4,999,902.914   632,192.570   MT  0.99981487   +1 11 31.1
 QF0858
 QF0858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0858!SPC ME E     -   1.00000133  x   1.00000611  =   1.00000744
 QF0858!UTM  19      -   1.00000133  x   0.99981487  =   0.99981620
 QF0858
 QF0858|---------------------------------------------------------------------|
 QF0858| PID    Reference Object                     Distance      Geod. Az  |
 QF0858|                                                           dddmmss.s |
 QF0858| QF0854 CANAL                               240.069 METERS 02050     |
 QF0858| QF0857 REFERENCE MON 210                    21.790 METERS 08726     |
 QF0858| CE8826 CHAIN ROCK RM 1                       3.726 METERS 08744     |
 QF0858| QF0851 PHINNEY                             406.152 METERS 1504645.0 |
 QF0858| QF0859 REFERENCE MON 207=GEORGE            304.837 METERS 18048     |
 QF0858| CE8827 CHAIN ROCK RM 2                       7.512 METERS 21134     |
 QF0858| QF0862 MURPHY IBC                           81.146 METERS 23618     |
 QF0858| QF0863 REFERENCE MON 209                   100.899 METERS 28946     |
 QF0858| QF0866 BARTLETT IBC                        382.154 METERS 29800     |
 QF0858| QF0864 TOWERS IBC                          133.487 METERS 30059     |
 QF0858| QF0860 SAWDUST IS IBC                      156.120 METERS 34513     |
 QF0858|---------------------------------------------------------------------|
 QF0858
 QF0858                          SUPERSEDED SURVEY CONTROL
 QF0858
 QF0858  NAD 83(1992)-  45 08 24.80632(N)    067 19 07.13068(W) AD(       ) 3
 QF0858  NAD 83(1986)-  45 08 24.80875(N)    067 19 07.13558(W) AD(       ) 3
 QF0858  NAD 27      -  45 08 24.53800(N)    067 19 09.16700(W) AD(       ) 3
 QF0858
 QF0858.Superseded values are not recommended for survey control.
 QF0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0858.See file dsdata.txt to determine how the superseded data were derived.
 QF0858
 QF0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK3219399903(NAD 83)
 QF0858_MARKER: DH = HORIZONTAL CONTROL DISK
 QF0858_SETTING: 66 = SET IN ROCK OUTCROP
 QF0858
 QF0858  HISTORY     - Date     Condition        Report By
 QF0858  HISTORY     - 1909     MONUMENTED       IBC
 QF0858
 QF0858                          STATION DESCRIPTION
 QF0858
 QF0858'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JEM)
 QF0858'ON THE E BANK OF THE ST CROIX RIVER, ON THE SUMMIT OF A SQUARE ROCKY
 QF0858'HEADLAND THAT PROJECTS INTO THE NARROWS OF THE RIVER 400 METERS N OF
 QF0858'THE INTERNATIONAL HIGHWAY BRIDGE AT BARING, ME.
 QF0858'
 QF0858'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE IN THE LEDGEROCK.
 QF0858'A CROSS WITHIN A TRIANGLE IS CUT IN THE ROCK N 87 DEGREES 44 MINUTES
 QF0858'E, 3.73 METERS AND LARGE EYEBOLT IS SET IN THE ROCK S 31 DEGREES 34
 QF0858'MINUTES W, 7.51 METERS DISTANT FROM THE STATION.  TWO OTHER EYEBOLTS
 QF0858'ARE ABOUT 2.9 METERS NORTH AND EAST OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0764 ***********************************************************************
 RF0764  DESIGNATION -  CHAMBERLAIN
 RF0764  PID         -  RF0764
 RF0764  STATE/COUNTY-  ME/PISCATAQUIS
 RF0764  USGS QUAD   -  MUD POND (1988)
 RF0764
 RF0764                         *CURRENT SURVEY CONTROL
 RF0764  ___________________________________________________________________
 RF0764* NAD 83(1996)-  46 14 09.94527(N)    069 18 03.31758(W)     ADJUSTED  
 RF0764* NAVD 88     -       330.3    (meters)    1084.     (feet)  VERTCON   
 RF0764  ___________________________________________________________________
 RF0764  LAPLACE CORR-           4.43  (seconds)                    DEFLEC99
 RF0764  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 RF0764
 RF0764  HORZ ORDER  -  THIRD
 RF0764
 RF0764.The horizontal coordinates were established by classical geodetic methods
 RF0764.and adjusted by the National Geodetic Survey in March 1998..
 RF0764
 RF0764.The NAVD 88 height was computed by applying the VERTCON shift value to
 RF0764.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RF0764
 RF0764.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0764
 RF0764.The geoid height was determined by GEOID03.
 RF0764
 RF0764;                    North         East     Units Scale Factor Converg.
 RF0764;SPC ME E     -   285,826.060   238,228.644   MT  0.99994689   -0 34 42.4
 RF0764;UTM  19      - 5,120,323.913   476,798.256   MT  0.99960662   -0 13 02.4
 RF0764
 RF0764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0764!SPC ME E     -   0.99995207  x   0.99994689  =   0.99989896
 RF0764!UTM  19      -   0.99995207  x   0.99960662  =   0.99955871
 RF0764
 RF0764|---------------------------------------------------------------------|
 RF0764| PID    Reference Object                     Distance      Geod. Az  |
 RF0764|                                                           dddmmss.s |
 RF0764| DA5365 CHAMBERLAIN RM 1                      8.027 METERS 05601     |
 RF0764| DA5366 CHAMBERLAIN RM 2                      5.875 METERS 14532     |
 RF0764| RF0763 TELOS                               APPROX.13.6 KM 1470302.9 |
 RF0764|---------------------------------------------------------------------|
 RF0764
 RF0764                          SUPERSEDED SURVEY CONTROL
 RF0764
 RF0764  NAD 83(1992)-  46 14 09.94353(N)    069 18 03.30706(W) AD(       ) 3
 RF0764  NAD 83(1986)-  46 14 09.94911(N)    069 18 03.31882(W) AD(       ) 3
 RF0764  NAD 27      -  46 14 09.80800(N)    069 18 05.12100(W) AD(       ) 3
 RF0764  NGVD 29 (07/19/86)  330.5    (m)         1084.     (f) VERT ANG       
 RF0764
 RF0764.Superseded values are not recommended for survey control.
 RF0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0764.See file dsdata.txt to determine how the superseded data were derived.
 RF0764
 RF0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM7679820324(NAD 83)
 RF0764
 RF0764  HISTORY     - Date     Condition        Report By
 RF0764  HISTORY     - 1955     MONUMENTED       CGS
 RF0764
 RF0764                          STATION DESCRIPTION
 RF0764
 RF0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 RF0764'THE STATION IS LOCATED ON THE HIGHEST POINT OF A TIMBERED COVERED
 RF0764'HILL THAT LAYS BETWEEN CHAMBERLAIN LAKE AND INDIAN POND, ABOUT 40
 RF0764'MILES NORTH NORTHEAST OF KOKADJO, 6-1/2 MILES SOUTHEAST OF TRAMWAY
 RF0764'AND 1/2 MILE EAST NORTHEAST OF CHAMBERLAIN FARM.
 RF0764'
 RF0764'TO REACH, THE STATION BY FLOAT PLANE A LANDING WAS MADE ON
 RF0764'CHAMBERLAIN LAKE AND AT THE CHAMBERLAIN FARM WHICH IS ON THE
 RF0764'NORTHEAST SHORE OF THE LAKE.  FROM THE CHAMBERLAIN FARM, PACK
 RF0764'EASTERLY ALONG THE NORTH SHORE OF LAKE, ABOUT 1/2 MILE TO A
 RF0764'SPORTING CAMP ON SHORE OF LAKE.  THENCE PACK NORTHERLY, UP SLOPE
 RF0764'OF HILL TO HIGHEST POINT AND THE STATION.  PACKING TIME WAS
 RF0764'ABOUT 20 MINUTES.
 RF0764'
 RF0764'THE STATION MARK IS A STANDARD DISK, STAMPED CHAMBERLAIN 1955,
 RF0764'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS ABOUT FLUSH
 RF0764'WITH THE SURROUNDING BEDROCK.  IT IS LOCATED 18 FEET SOUTH OF A
 RF0764'TRIANGULAR BLAZED MAPLE TREE.
 RF0764'
 RF0764'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED CHAMBERLAIN
 RF0764'NO 1 1955, SET IN A DRILL HOLE IN A BOULDER 24 INCHES IN DIAMETER
 RF0764'WHICH PROJECTS ABOUT 6 INCHES, AND IS ABOUT 18 INCHES LOWER THAN
 RF0764'THE STATION.
 RF0764'
 RF0764'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED CHAMBERLAIN
 RF0764'NO 2 1955, SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS
 RF0764'ABOUT FLUSH WITH THE SURROUNDING BEDROCK, AND IS ABOUT 3 FEET
 RF0764'LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2593 ***********************************************************************
 OC2593  DESIGNATION -  CHAMBERLIN
 OC2593  PID         -  OC2593
 OC2593  STATE/COUNTY-  ME/YORK
 OC2593  USGS QUAD   -  MILTON (1983)
 OC2593
 OC2593                         *CURRENT SURVEY CONTROL
 OC2593  ___________________________________________________________________
 OC2593* NAD 83(1996)-  43 25 04.48559(N)    070 55 04.24853(W)     ADJUSTED  
 OC2593* NAVD 88     -       200.1    (meters)     656.     (feet)  VERTCON   
 OC2593  ___________________________________________________________________
 OC2593  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 OC2593  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 OC2593
 OC2593  HORZ ORDER  -  FIRST
 OC2593
 OC2593.The horizontal coordinates were established by classical geodetic methods
 OC2593.and adjusted by the National Geodetic Survey in March 1998..
 OC2593
 OC2593.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2593
 OC2593.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2593
 OC2593.The geoid height was determined by GEOID03.
 OC2593
 OC2593;                    North         East     Units Scale Factor Converg.
 OC2593;SPC ME W     -    65,215.879   839,166.730   MT  1.00001217   -0 30 58.7
 OC2593;UTM  19      - 4,809,011.296   344,741.421   MT  0.99989652   -1 19 06.3
 OC2593
 OC2593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2593!SPC ME W     -   0.99997282  x   1.00001217  =   0.99998499
 OC2593!UTM  19      -   0.99997282  x   0.99989652  =   0.99986934
 OC2593
 OC2593|---------------------------------------------------------------------|
 OC2593| PID    Reference Object                     Distance      Geod. Az  |
 OC2593|                                                           dddmmss.s |
 OC2593| CE7289 CHAMBERLIN RM 1                      25.695 METERS 07127     |
 OC2593| OC2527 SANFORD ATT MICROWAVE               APPROX. 9.3 KM 0881230.0 |
 OC2593| OC2526 SANFORD TV STA WMEG MAST            APPROX. 9.2 KM 0904620.6 |
 OC2593| OC2592 CHAMBERLIN AZ MK A PT               219.087 METERS 11917     |
 OC2593| OC2591 CHAMBERLIN AZ MK                    230.228 METERS 12216     |
 OC2593| CE7290 CHAMBERLIN RM 2                      19.765 METERS 17827     |
 OC2593| OC2730 HUSSEY                              APPROX.10.8 KM 3512225.8 |
 OC2593| OC2729 MILTON MILLS PWM RAD E MAST         APPROX. 9.4 KM 3542051.9 |
 OC2593|---------------------------------------------------------------------|
 OC2593
 OC2593                          SUPERSEDED SURVEY CONTROL
 OC2593
 OC2593  NAD 83(1992)-  43 25 04.48355(N)    070 55 04.25002(W) AD(       ) 1
 OC2593  NAD 83(1986)-  43 25 04.49072(N)    070 55 04.25740(W) AD(       ) 1
 OC2593  NAD 27      -  43 25 04.19693(N)    070 55 06.03329(W) AD(       ) 1
 OC2593  NGVD 29 (07/19/86)  200.3    (m)          657.     (f) VERT ANG       
 OC2593
 OC2593.Superseded values are not recommended for survey control.
 OC2593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2593.See file dsdata.txt to determine how the superseded data were derived.
 OC2593
 OC2593_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ4474109011(NAD 83)
 OC2593_MARKER: DS = TRIANGULATION STATION DISK
 OC2593_SETTING: 80 = SET IN A BOULDER
 OC2593_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 OC2593
 OC2593  HISTORY     - Date     Condition        Report By
 OC2593  HISTORY     - 1976     MONUMENTED       NGS
 OC2593
 OC2593                          STATION DESCRIPTION
 OC2593
 OC2593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2593'THE STATION IS LOCATED ABOUT 7.5 MILES WEST--SOUTHWEST
 OC2593'OF SANFORD, MAINE 8.75 MILES NORTH-NORTHEAST OF ROCHESTER
 OC2593'NEW HAMPSHIRE AND 6 MILES SOUTH-SOUTHWEST OF MILTON
 OC2593'NEW HAMSPIRE.
 OC2593'
 OC2593'TO REACH THE STATION FROM THE POST OFFICE IN EAST LEBANON
 OC2593'PROCEED SOUTHWESTERLY ON U.S. ROUTE 202 AND STATE ROUTE
 OC2593'11 FOR 2.30 MILES TO A CROSSROAD.  TURN RIGHT GO NORTHWEST
 OC2593'ON ASPHALT ROAD AND PROCEED FOR 2.25 MILES TO WHERE A
 OC2593'HIGH LINE CROSS THE ROAD.  CONTINUE STRAIGHT FOR 0.70
 OC2593'MILE TO A CROSSROAD.  KEEP STRAIGHT AND PROCEED
 OC2593'NORTHWESTERLY FOR 0.10 MILE TO A FIELD ENTRANCE ON
 OC2593'THE RIGHT LEADING TO A PASTURE.  TURN RIGHT, GO
 OC2593'ABOUT 250 FEET TO A GATE, PASS THROUGH THE GATE, KEEPING
 OC2593'TO THE LEFT, CROSSING A PASTURE FOR ABOUT 300 FEET TO
 OC2593'A GATE IN AN ELECTRIC FENCE.  PASSED THROUGH THE GATE,
 OC2593'KEEPING BETWEEN TWO ELECTRIC FENCES,  TO THE TOP OF
 OC2593'THE HILL AND A LARGE BOUDLDER AND THE STATION MARK
 OC2593'SET IN ITS TOP.
 OC2593'
 OC2593'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED SOUTHEAST
 OC2593'ACROSS THE PASTURE FOR ABOUT 750 FEET TO THE AZIMUTH MARK SET
 OC2593'IN THE TOP OF A LARGE BOULDER.
 OC2593'
 OC2593'THE STATION MARK IS A STANDARD DISK STAMPED--CHAMBERLIN 1975--,
 OC2593'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT
 OC2593'125-INCHES ABOVE THE GROUND SURFACE.  IT IS 44.0 FEET SOUTHEAST
 OC2593'OF A STONE WALL, 78.5 FEET NORTHEAST OF AN ELECTRIC FENCE
 OC2593'WHICH RUNS NORTHWEST AND SOUTHEAST AND 114.0 FEET NORTHWEST
 OC2593'OF AN ELECTRIC FENCE WHICH RUNS NORTHEAST AND SOUTHWEST.
 OC2593'
 OC2593'REFERENCE MARK 1 IS A STANDARD DISK STAMPED--CHAMBERLIN
 OC2593'NO 1 1975--CEMENTED IN A DRILL HOLE IN A BOULDER WHICH
 OC2593'PROJECTS ABOUT 6 INCHES ABOVE THE GROUND SURFACE.  IT IS
 OC2593'81.5 FEET SOUTHEAST OF A STONE WALL AND 74.5 FEET
 OC2593'NORTHWEST OF AN ELECTRIC FENCE RUNNING NORTHEAST AND
 OC2593'SOUTHWEST.
 OC2593'
 OC2593'REFERENCE MARK 2 IS A STANDARD DISK STAMPED--CHAMBERLIN NO 2
 OC2593'1975--CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS
 OC2593'ABOUT 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 90.0 FEET
 OC2593'SOUTHEAST OF A STONE WALL, 37.5 FEET NORTHEAST OF THE
 OC2593'CORNER OF AN ELECTRIC FENCE AND 66.0 FEET NORTHWEST
 OC2593'OF AN ELECTRIC FENCE WHICH RUNS NORTHEAST AND SOUTHWEST.
 OC2593'
 OC2593'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK
 OC2593'STAMPED--CHAMBERLIN AZ 1975--CEMENTED IN A DRILL HOLE IN A
 OC2593'BOULDER WHICH PROJECTS ABOUT 4 FEET ABOVE THE GROUND
 OC2593'SURFACE. IT IS 5.7 FEET WEST OF A 10-INCH CHERRY TREE,
 OC2593'3.0 FEET NORTHEAST OF AN 8-INCH BALM-O-GILEAD TREE AND
 OC2593'138.5 FEET NORTH-NORTHWEST OF A STONE WALL NEAR A ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2213 ***********************************************************************
 PE2213  DESIGNATION -  CHAMBERLIN 1864
 PE2213  PID         -  PE2213
 PE2213  STATE/COUNTY-  ME/PENOBSCOT
 PE2213  USGS QUAD   -  BANGOR (1991)
 PE2213
 PE2213                         *CURRENT SURVEY CONTROL
 PE2213  ___________________________________________________________________
 PE2213* NAD 83(1996)-  44 48 01.41249(N)    068 45 26.89794(W)     ADJUSTED  
 PE2213* NAVD 88     -        37.     (meters)     121.     (feet)  SCALED    
 PE2213  ___________________________________________________________________
 PE2213  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 PE2213  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 PE2213
 PE2213  HORZ ORDER  -  THIRD
 PE2213
 PE2213.The horizontal coordinates were established by classical geodetic methods
 PE2213.and adjusted by the National Geodetic Survey in March 1998..
 PE2213
 PE2213.The orthometric height was scaled from a topographic map.
 PE2213
 PE2213.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2213
 PE2213.The geoid height was determined by GEOID03.
 PE2213
 PE2213;                    North         East     Units Scale Factor Converg.
 PE2213;SPC ME E     -   125,995.627   279,630.849   MT  0.99990510   -0 10 53.1
 PE2213;UTM  19      - 4,960,805.516   519,181.197   MT  0.99960452   +0 10 15.2
 PE2213
 PE2213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2213!SPC ME E     -   0.99999813  x   0.99990510  =   0.99990323
 PE2213!UTM  19      -   0.99999813  x   0.99960452  =   0.99960265
 PE2213
 PE2213:                Primary Azimuth Mark                     Grid Az
 PE2213:SPC ME E     -  BREWERS FLAGSTAFF                        188 42 48.8
 PE2213:UTM  19      -  BREWERS FLAGSTAFF                        188 21 40.5
 PE2213
 PE2213|---------------------------------------------------------------------|
 PE2213| PID    Reference Object                     Distance      Geod. Az  |
 PE2213|                                                           dddmmss.s |
 PE2213| PE2201 BREWERS FLAGSTAFF                   APPROX. 1.0 KM 1883155.7 |
 PE2213| PE2224 DOANE 1864                          APPROX. 5.7 KM 2062142.0 |
 PE2213| PE2206 SOUTH BREWER                        APPROX. 3.5 KM 2065054.1 |
 PE2213| PE2210 SOUTH BREWER CHURCH SPIRE           APPROX. 4.1 KM 2094357.8 |
 PE2213| PE2225 EDMONDS STEAM SAWMILL CHIMNEY       APPROX. 3.7 KM 2200433.4 |
 PE2213| PE2202 BREWERS BELFRY                      APPROX. 0.8 KM 2313648.3 |
 PE2213| PE2204 BANGOR UNITARIAN CHURCH SPIRE       APPROX. 1.3 KM 2620016.8 |
 PE2213| PE2212 THOMAS HILL HOUSE CUPOLA            APPROX. 2.1 KM 2894423.6 |
 PE2213|---------------------------------------------------------------------|
 PE2213
 PE2213                          SUPERSEDED SURVEY CONTROL
 PE2213
 PE2213  NAD 83(1992)-  44 48 01.41136(N)    068 45 26.89537(W) AD(       ) 3
 PE2213  NAD 83(1986)-  44 48 01.41028(N)    068 45 26.89576(W) AD(       ) 3
 PE2213  NAD 27      -  44 48 01.18000(N)    068 45 28.78000(W) AD(       ) 3
 PE2213
 PE2213.Superseded values are not recommended for survey control.
 PE2213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2213.See file dsdata.txt to determine how the superseded data were derived.
 PE2213
 PE2213_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1918160806(NAD 83)
 PE2213
 PE2213  HISTORY     - Date     Condition        Report By
 PE2213  HISTORY     - 1864     MONUMENTED       CGS
 PE2213  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2213  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE2213
 PE2213                          STATION DESCRIPTION
 PE2213
 PE2213'DESCRIBED BY COAST AND GEODETIC SURVEY 1864 (SCM)
 PE2213'THE STATION IS ON A HIGH SAND HILL ON THE E BANK OF THE PENOBSCOT
 PE2213'RIVER IN THE TOWN OF BREWER ABOUT 1/4 MILE ABOVE THE BRIDGE, ON LAND
 PE2213'BELONGING TO CHAMBERLIN WHO LIVES NEAR.
 PE2213'
 PE2213'SAND HAS BEEN REMOVED IN SEVERAL PLACES AROUND THE SIGNAL.  THE
 PE2213'CENTER IS MARKED WITH A PINT CLARET BOTTLE 1 FOOT BELOW SURFACE, ON
 PE2213'TOP OF WHICH IS A FLAT ROCK AND THREE INSTRUMENT PEGS.  THE
 PE2213'REFERENCES ARE AS FOLLOWS--TO BEACH TREE, 93 FEET.  TO FENCE, 2.1
 PE2213'FEET.  TO EDGE OF BANK, 11.8 FEET.
 PE2213
 PE2213                          STATION RECOVERY (1934)
 PE2213
 PE2213'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2213'THE STATION IS LOST.  NO REFERENCES REMAIN AND A CONSIDERABLE PART
 PE2213'OF THE HILL HAS BEEN EXCAVATED, SO THERE IS LITTLE CHANCE THAT THE
 PE2213'STATION CAN BE FOUND.
 PE2213
 PE2213                          STATION RECOVERY (1944)
 PE2213
 PE2213'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE2213'STATION IS LOST AS HILL WHERE STATION WAS LOCATED HAS BEEN
 PE2213'EXCAVATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 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-         -22.88  (meters)                     GEOID03
 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 NGVD 29 superseded value.
 QF0683
 QF0683.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0683
 QF0683.The geoid height was determined by GEOID03.
 QF0683
 QF0683;                    North         East     Units Scale Factor 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!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0683!SPC ME E     -   0.99997372  x   1.00005270  =   1.00002641
 QF0683!UTM  19      -   0.99997372  x   0.99987942  =   0.99985314
 QF0683
 QF0683|---------------------------------------------------------------------|
 QF0683| PID    Reference Object                     Distance      Geod. Az  |
 QF0683|                                                           dddmmss.s |
 QF0683| CE8828 CHAMCOOK RM 2                                      22723     |
 QF0683| CE8829 CHAMCOOK RM 3                                      23829     |
 QF0683| CE8830 CHAMCOOK RM 4                                      24312     |
 QF0683| CE8831 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 (07/19/86)  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_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5074698616(NAD 83)
 QF0683_MARKER: B = BOLT
 QF0683_SETTING: 66 = SET IN ROCK OUTCROP
 QF0683_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 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        Report 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2235 ***********************************************************************
 OC2235  DESIGNATION -  CHAMPERNOWNE HOTEL CUPOLA
 OC2235  PID         -  OC2235
 OC2235  STATE/COUNTY-  ME/YORK
 OC2235  USGS QUAD   -  KITTERY (1989)
 OC2235
 OC2235                         *CURRENT SURVEY CONTROL
 OC2235  ___________________________________________________________________
 OC2235* NAD 83(1996)-  43 04 47.03169(N)    070 42 44.64632(W)     ADJUSTED  
 OC2235* NAVD 88     -                                                        
 OC2235  ___________________________________________________________________
 OC2235  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 OC2235  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 OC2235
 OC2235  HORZ ORDER  -  THIRD
 OC2235
 OC2235.The horizontal coordinates were established by classical geodetic methods
 OC2235.and adjusted by the National Geodetic Survey in March 1998..
 OC2235
 OC2235
 OC2235.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2235
 OC2235.The geoid height was determined by GEOID03.
 OC2235
 OC2235;                    North         East     Units Scale Factor Converg.
 OC2235;SPC ME W     -    27,516.433   855,559.249   MT  0.99999095   -0 22 21.9
 OC2235;UTM  19      - 4,771,091.839   360,604.135   MT  0.99983904   -1 10 11.2
 OC2235
 OC2235                          SUPERSEDED SURVEY CONTROL
 OC2235
 OC2235  NAD 83(1992)-  43 04 47.03073(N)    070 42 44.64646(W) AD(       ) 4
 OC2235  NAD 83(1986)-  43 04 47.03423(N)    070 42 44.65085(W) AD(       ) 4
 OC2235  NAD 27      -  43 04 46.70400(N)    070 42 46.48000(W) AD(       ) 3
 OC2235
 OC2235.Superseded values are not recommended for survey control.
 OC2235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2235.See file dsdata.txt to determine how the superseded data were derived.
 OC2235
 OC2235_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH6060471092(NAD 83)
 OC2235
 OC2235  HISTORY     - Date     Condition        Report By
 OC2235  HISTORY     - UNK      MONUMENTED
 OC2235  HISTORY     - 1900     SEE DESCRIPTION  CGS
 OC2235  HISTORY     - 1928     SEE DESCRIPTION  CGS
 OC2235
 OC2235                          STATION DESCRIPTION
 OC2235
 OC2235'DESCRIBED BY COAST AND GEODETIC SURVEY 1900
 OC2235'THE EASTERN CUPOLA OF CHAMPERNOWNE HOTEL.
 OC2235
 OC2235                          STATION RECOVERY (1928)
 OC2235
 OC2235'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928 (GCM)
 OC2235'STATION DESTROYED IN 1926-7.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0985 ***********************************************************************
 PD0985  DESIGNATION -  CHANEY
 PD0985  PID         -  PD0985
 PD0985  STATE/COUNTY-  ME/WASHINGTON
 PD0985  USGS QUAD   -  MACHIAS BAY (1993)
 PD0985
 PD0985                         *CURRENT SURVEY CONTROL
 PD0985  ___________________________________________________________________
 PD0985* NAD 83(1996)-  44 39 01.08096(N)    067 19 49.91153(W)     ADJUSTED  
 PD0985* NAVD 88     -                                                        
 PD0985  ___________________________________________________________________
 PD0985  LAPLACE CORR-           5.70  (seconds)                    DEFLEC99
 PD0985  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 PD0985
 PD0985  HORZ ORDER  -  THIRD
 PD0985
 PD0985.The horizontal coordinates were established by classical geodetic methods
 PD0985.and adjusted by the National Geodetic Survey in March 1998..
 PD0985
 PD0985
 PD0985.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0985
 PD0985.The geoid height was determined by GEOID03.
 PD0985
 PD0985;                    North         East     Units Scale Factor Converg.
 PD0985;SPC ME E     -   109,951.185   392,758.910   MT  1.00000578   +0 49 19.0
 PD0985;UTM  19      - 4,945,459.955   632,377.870   MT  0.99981550   +1 10 24.4
 PD0985
 PD0985                          SUPERSEDED SURVEY CONTROL
 PD0985
 PD0985  NAD 83(1992)-  44 39 01.07690(N)    067 19 49.90889(W) AD(       ) 4
 PD0985  NAD 83(1986)-  44 39 01.07290(N)    067 19 49.91124(W) AD(       ) 4
 PD0985  NAD 27      -  44 39 00.80000(N)    067 19 51.96000(W) AD(       ) 3
 PD0985
 PD0985.Superseded values are not recommended for survey control.
 PD0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0985.See file dsdata.txt to determine how the superseded data were derived.
 PD0985
 PD0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK3237845460(NAD 83)
 PD0985
 PD0985  HISTORY     - Date     Condition        Report By
 PD0985  HISTORY     - UNK      MONUMENTED
 PD0985  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0985
 PD0985                          STATION DESCRIPTION
 PD0985
 PD0985'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0985'STATION WAS SEARCHED FOR BUT NOT FOUND.  THIS STATION WAS NOT
 PD0985'CLASSIFIED AS LOST AS NO DESCRIPTION EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1158 ***********************************************************************
 PD1158  DESIGNATION -  CHANNEL ROCK BEACON
 PD1158  PID         -  PD1158
 PD1158  STATE/COUNTY-  ME/WASHINGTON
 PD1158  USGS QUAD   -  HARRINGTON (1975)
 PD1158
 PD1158                         *CURRENT SURVEY CONTROL
 PD1158  ___________________________________________________________________
 PD1158* NAD 83(1996)-  44 34 41.34199(N)    067 45 06.44989(W)     ADJUSTED  
 PD1158* NAVD 88     -                                                        
 PD1158  ___________________________________________________________________
 PD1158  LAPLACE CORR-           5.61  (seconds)                    DEFLEC99
 PD1158  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 PD1158
 PD1158  HORZ ORDER  -  THIRD
 PD1158
 PD1158.The horizontal coordinates were established by classical geodetic methods
 PD1158.and adjusted by the National Geodetic Survey in March 1998..
 PD1158
 PD1158
 PD1158.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1158
 PD1158.The geoid height was determined by GEOID03.
 PD1158
 PD1158;                    North         East     Units Scale Factor Converg.
 PD1158;SPC ME E     -   101,541.386   359,419.226   MT  0.99994340   +0 31 30.6
 PD1158;UTM  19      - 4,936,847.707   599,097.241   MT  0.99972076   +0 52 34.2
 PD1158
 PD1158                          SUPERSEDED SURVEY CONTROL
 PD1158
 PD1158  NAD 83(1992)-  44 34 41.33864(N)    067 45 06.44925(W) AD(       ) 4
 PD1158  NAD 83(1986)-  44 34 41.33497(N)    067 45 06.45238(W) AD(       ) 4
 PD1158  NAD 27      -  44 34 41.06000(N)    067 45 08.46000(W) AD(       ) 3
 PD1158
 PD1158.Superseded values are not recommended for survey control.
 PD1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1158.See file dsdata.txt to determine how the superseded data were derived.
 PD1158
 PD1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK9909736848(NAD 83)
 PD1158
 PD1158  HISTORY     - Date     Condition        Report By
 PD1158  HISTORY     - UNK      MONUMENTED
 PD1158  HISTORY     - 1945     SEE DESCRIPTION  CGS
 PD1158
 PD1158                          STATION DESCRIPTION
 PD1158
 PD1158'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (FLP)
 PD1158'STATION LOST.  NO INFORMATION COULD BE ASCERTAINED FROM LOCAL
 PD1158'RESIDENTS.  NO EVIDENCE OF BEACON SEEN.
 PD1158'
 PD1158'APPARENTLY REBUILT, LOCATED WITH SEXTANT CUTS IN 1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2039 ***********************************************************************
 PE2039  DESIGNATION -  CHANNEL ROCK BEACON
 PE2039  PID         -  PE2039
 PE2039  STATE/COUNTY-  ME/KNOX
 PE2039  USGS QUAD   -  ISLE AU HAUT WEST (1983)
 PE2039
 PE2039                         *CURRENT SURVEY CONTROL
 PE2039  ___________________________________________________________________
 PE2039* NAD 83(1996)-  44 06 14.18874(N)    068 41 00.44168(W)     ADJUSTED  
 PE2039* NAVD 88     -                                                        
 PE2039  ___________________________________________________________________
 PE2039  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 PE2039  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 PE2039
 PE2039  HORZ ORDER  -  THIRD
 PE2039
 PE2039.The horizontal coordinates were established by classical geodetic methods
 PE2039.and adjusted by the National Geodetic Survey in March 1998..
 PE2039
 PE2039
 PE2039.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2039
 PE2039.The geoid height was determined by GEOID03.
 PE2039
 PE2039;                    North         East     Units Scale Factor Converg.
 PE2039;SPC ME E     -    48,597.094   285,312.871   MT  0.99990265   -0 07 39.6
 PE2039;UTM  19      - 4,883,466.185   525,334.289   MT  0.99960789   +0 13 13.1
 PE2039
 PE2039                          SUPERSEDED SURVEY CONTROL
 PE2039
 PE2039  NAD 83(1992)-  44 06 14.19601(N)    068 41 00.42207(W) AD(       ) 4
 PE2039  NAD 83(1986)-  44 06 14.19633(N)    068 41 00.41364(W) AD(       ) 4
 PE2039  NAD 27      -  44 06 13.93700(N)    068 41 02.35200(W) AD(       ) 3
 PE2039
 PE2039.Superseded values are not recommended for survey control.
 PE2039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2039.See file dsdata.txt to determine how the superseded data were derived.
 PE2039
 PE2039_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ2533483466(NAD 83)
 PE2039
 PE2039  HISTORY     - Date     Condition        Report By
 PE2039  HISTORY     - UNK      MONUMENTED
 PE2039  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2039  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2039
 PE2039                          STATION DESCRIPTION
 PE2039
 PE2039'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2039'THIS IS AN INTERSECTION STATION.  THE 1934 OBSERVATIONS ON THE
 PE2039'PRESENT STRUCTURE SHOWS THAT THIS HAS BEEN MOVED SINCE 1902.  IT
 PE2039'IS THEREFORE LOST.  SEE DESCRIPTION OF VINAL HAVEN ISLAND,
 PE2039'CHANNEL ROCK BEACON, FOR DESCRIPTION OF THE PRESENT STRUCTURE.
 PE2039
 PE2039                          STATION RECOVERY (1943)
 PE2039
 PE2039'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2039'LISTED AS LOST IN 1934.  VERIFIED IN 1943.  THERE IS NO TRIPOD
 PE2039'BEACON ON CHANNEL ROCK AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1108 ***********************************************************************
 PD1108  DESIGNATION -  CHANNEL ROCK BN NEAR JONESPORT
 PD1108  PID         -  PD1108
 PD1108  STATE/COUNTY-  ME/WASHINGTON
 PD1108  USGS QUAD   -  JONESPORT (1977)
 PD1108
 PD1108                         *CURRENT SURVEY CONTROL
 PD1108  ___________________________________________________________________
 PD1108* NAD 83(1996)-  44 30 05.49773(N)    067 33 50.03327(W)     ADJUSTED  
 PD1108* NAVD 88     -                                                        
 PD1108  ___________________________________________________________________
 PD1108  LAPLACE CORR-           4.76  (seconds)                    DEFLEC99
 PD1108  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 PD1108
 PD1108  HORZ ORDER  -  THIRD
 PD1108
 PD1108.The horizontal coordinates were established by classical geodetic methods
 PD1108.and adjusted by the National Geodetic Survey in March 1998..
 PD1108
 PD1108
 PD1108.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1108
 PD1108.The geoid height was determined by GEOID03.
 PD1108
 PD1108;                    North         East     Units Scale Factor Converg.
 PD1108;SPC ME E     -    93,181.562   374,438.447   MT  0.99996812   +0 39 22.2
 PD1108;UTM  19      - 4,928,581.767   614,164.115   MT  0.99976028   +1 00 24.2
 PD1108
 PD1108                          SUPERSEDED SURVEY CONTROL
 PD1108
 PD1108  NAD 83(1992)-  44 30 05.49320(N)    067 33 50.03243(W) AD(       ) 4
 PD1108  NAD 83(1986)-  44 30 05.48899(N)    067 33 50.03555(W) AD(       ) 4
 PD1108  NAD 27      -  44 30 05.19400(N)    067 33 52.05400(W) AD(       ) 3
 PD1108
 PD1108.Superseded values are not recommended for survey control.
 PD1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1108.See file dsdata.txt to determine how the superseded data were derived.
 PD1108
 PD1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK1416428582(NAD 83)
 PD1108
 PD1108  HISTORY     - Date     Condition        Report By
 PD1108  HISTORY     - UNK      MONUMENTED
 PD1108  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD1108
 PD1108                          STATION DESCRIPTION
 PD1108
 PD1108'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD1108'THIS STATION IS THE RED CASK ON BILGE ON AN IRON SPINDLE, LOCATED
 PD1108'ON CHANNEL ROCK, ABOUT 2.4 MILES NW OF MOOSE PEAK LIGHTHOUSE, IN
 PD1108'EASTERN BAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2067 ***********************************************************************
 PE2067  DESIGNATION -  CHANNEL ROCK TRIPOD BEACON
 PE2067  PID         -  PE2067
 PE2067  STATE/COUNTY-  ME/KNOX
 PE2067  USGS QUAD   -  NORTH HAVEN EAST (1982)
 PE2067
 PE2067                         *CURRENT SURVEY CONTROL
 PE2067  ___________________________________________________________________
 PE2067* NAD 83(1996)-  44 07 49.08307(N)    068 48 30.82172(W)     ADJUSTED  
 PE2067* NAVD 88     -                                                        
 PE2067  ___________________________________________________________________
 PE2067  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 PE2067  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 PE2067
 PE2067  HORZ ORDER  -  THIRD
 PE2067
 PE2067.The horizontal coordinates were established by classical geodetic methods
 PE2067.and adjusted by the National Geodetic Survey in March 1998..
 PE2067
 PE2067
 PE2067.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2067
 PE2067.The geoid height was determined by GEOID03.
 PE2067
 PE2067;                    North         East     Units Scale Factor Converg.
 PE2067;SPC ME E     -    51,555.659   275,308.142   MT  0.99990750   -0 12 53.5
 PE2067;UTM  19      - 4,886,363.050   515,314.775   MT  0.99960288   +0 07 59.9
 PE2067
 PE2067                          SUPERSEDED SURVEY CONTROL
 PE2067
 PE2067  NAD 83(1992)-  44 07 49.08954(N)    068 48 30.80178(W) AD(       ) 4
 PE2067  NAD 83(1986)-  44 07 49.09153(N)    068 48 30.80578(W) AD(       ) 4
 PE2067  NAD 27      -  44 07 48.81000(N)    068 48 32.70000(W) AD(       ) 3
 PE2067
 PE2067.Superseded values are not recommended for survey control.
 PE2067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2067.See file dsdata.txt to determine how the superseded data were derived.
 PE2067
 PE2067_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ1531586363(NAD 83)
 PE2067
 PE2067  HISTORY     - Date     Condition        Report By
 PE2067  HISTORY     - UNK      MONUMENTED
 PE2067  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2067  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2067
 PE2067                          STATION DESCRIPTION
 PE2067
 PE2067'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2067'THIS IS AN INTERSECTION STATION.  THE 1934 OBSERVATIONS ON THE
 PE2067'PRESENT STRUCTURE SHOWS THAT THIS HAS BEEN MOVED SINCE 1902.  IT
 PE2067'IS THEREFORE LOST.  SEE DESCRIPTION OF VINAL HAVEN ISLAND,
 PE2067'CHANNEL ROCK BEACON, FOR DESCRIPTION OF THE PRESENT STRUCTURE.
 PE2067
 PE2067                          STATION RECOVERY (1943)
 PE2067
 PE2067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2067'LISTED AS LOST IN 1934.  VERIFIED IN 1943.  THERE IS NO TRIPOD
 PE2067'BEACON ON CHANNEL ROCK AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1185 ***********************************************************************
 OC1185  DESIGNATION -  CHAPEL
 OC1185  PID         -  OC1185
 OC1185  STATE/COUNTY-  ME/YORK
 OC1185  USGS QUAD   -  KENNEBUNK (1983)
 OC1185
 OC1185                         *CURRENT SURVEY CONTROL
 OC1185  ___________________________________________________________________
 OC1185* NAD 83(1996)-  43 28 15.88006(N)    070 30 36.47875(W)     ADJUSTED  
 OC1185* NAVD 88     -        41.145  (meters)     134.99   (feet)  ADJUSTED  
 OC1185  ___________________________________________________________________
 OC1185  LAPLACE CORR-           4.13  (seconds)                    DEFLEC99
 OC1185  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 OC1185  DYNAMIC HT  -          41.139 (meters)     134.97  (feet)  COMP
 OC1185  MODELED GRAV-     980,479.8   (mgal)                       NAVD 88
 OC1185
 OC1185  HORZ ORDER  -  SECOND
 OC1185  VERT ORDER  -  SECOND    CLASS I
 OC1185
 OC1185.The horizontal coordinates were established by classical geodetic methods
 OC1185.and adjusted by the National Geodetic Survey in March 1998..
 OC1185
 OC1185.The orthometric height was determined by differential leveling
 OC1185.and adjusted by the National Geodetic Survey in June 1991..
 OC1185
 OC1185.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1185
 OC1185.The geoid height was determined by GEOID03.
 OC1185
 OC1185.The dynamic height is computed by dividing the NAVD 88
 OC1185.geopotential number by the normal gravity value computed on the
 OC1185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1185.degrees latitude (g = 980.6199 gals.).
 OC1185
 OC1185.The modeled gravity was interpolated from observed gravity values.
 OC1185
 OC1185;                    North         East     Units Scale Factor Converg.
 OC1185;SPC ME W     -    70,905.616   872,209.246   MT  0.99997616   -0 14 10.7
 OC1185;UTM  19      - 4,814,236.913   377,855.275   MT  0.99978352   -1 02 20.7
 OC1185
 OC1185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1185!SPC ME W     -   0.99999769  x   0.99997616  =   0.99997385
 OC1185!UTM  19      -   0.99999769  x   0.99978352  =   0.99978121
 OC1185
 OC1185:                Primary Azimuth Mark                     Grid Az
 OC1185:SPC ME W     -  CHAPEL AZ MK                             013 43 32.1
 OC1185:UTM  19      -  CHAPEL AZ MK                             014 31 42.1
 OC1185
 OC1185|---------------------------------------------------------------------|
 OC1185| PID    Reference Object                     Distance      Geod. Az  |
 OC1185|                                                           dddmmss.s |
 OC1185| CE7291 CHAPEL AZ MK                                       0132921.4 |
 OC1185| OC1179 SHADAGEE                            APPROX. 6.2 KM 0344857.0 |
 OC1185| OC1924 SACO MAREMONT CORP TANK             APPROX. 7.4 KM 0464827.7 |
 OC1185| OC2044 BIDDEFORD ST JOSEPH CATH CH         APPROX. 4.7 KM 0573940.2 |
 OC1185| OC2037 BIDDEFORD PEPPERELL CO STACK        APPROX. 5.4 KM 0625257.9 |
 OC1185| OC2055 BIDDEFORD MUN STANDPIPE             APPROX. 2.9 KM 0770339.2 |
 OC1185| OC1186 CHAPEL RM 1                          21.781 METERS 08407     |
 OC1185| OC1187 CHAPEL RM 2                          23.565 METERS 23939     |
 OC1185| OC2527 SANFORD ATT MICROWAVE               APPROX.24.4 KM 2564705.3 |
 OC1185|---------------------------------------------------------------------|
 OC1185
 OC1185                          SUPERSEDED SURVEY CONTROL
 OC1185
 OC1185  NAD 83(1992)-  43 28 15.87877(N)    070 30 36.47994(W) AD(       ) 2
 OC1185  NAD 83(1986)-  43 28 15.88462(N)    070 30 36.48605(W) AD(       ) 2
 OC1185  NAD 27      -  43 28 15.58180(N)    070 30 38.29717(W) AD(       ) 2
 OC1185  NGVD 29 (??/??/92)   41.365  (m)          135.71   (f) ADJ UNCH    2 1
 OC1185
 OC1185.Superseded values are not recommended for survey control.
 OC1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1185.See file dsdata.txt to determine how the superseded data were derived.
 OC1185
 OC1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ7785514237(NAD 83)
 OC1185_MARKER: DD = SURVEY DISK
 OC1185_SETTING: 80 = SET IN A BOULDER
 OC1185_SP_SET: BOULDER
 OC1185_STAMPING: CHAPEL 1974
 OC1185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC1185+STABILITY: SURFACE MOTION
 OC1185
 OC1185  HISTORY     - Date     Condition        Report By
 OC1185  HISTORY     - 1974     MONUMENTED       MEDT
 OC1185  HISTORY     - 1975     GOOD             MEDT
 OC1185
 OC1185                          STATION DESCRIPTION
 OC1185
 OC1185'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 OC1185'1.2 MI SW FROM BIDDEFORD.
 OC1185'ABOUT 1.2 MILES SOUTHWEST ALONG THE MAINE TURNPIKE SOUTHBOUND FROM
 OC1185'TOLL GATE NO. 4 IN BIDDEFORD AND ALSO ABOUT 0.55 MILE SOUTHWEST OF
 OC1185'STATE HIGHWAY 111 AND 0.2 MILE NORTHEAST OF THE BIDDEFORD-ARUNDEL TOWN
 OC1185'LINE, A DISK SET FLUSH IN THE TOP OF A CYLINDRICAL CONCRETE POST,
 OC1185'FLUSH WITH THE FROUND, 115 FEET SOUTHEAST OF AND ABOUT LEVEL WITH THE
 OC1185'CENTERLINE OF THE MAINE TURNPIKE NORTHBOUND, 68 FEET SOUTH OF THE
 OC1185'WOODS LINE, 52 FEET SOUTHWEST OF A BLAZED 16 INCH PINE TREE, 18 FEET
 OC1185'SOUTHEAST OF A 8 FOOT BY 3 FOOT BOULDER AND 10 FEET NORTH OF THE R/W
 OC1185'FENCE.
 OC1185
 OC1185                          STATION RECOVERY (1975)
 OC1185
 OC1185'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1975 (RCA)
 OC1185'THE STATION IS LOCATED ABOUT 6 MILES NORTH-NORTHEAST OF KENNEBUNK,
 OC1185'2.7 MILES SOUTHWEST OF BIDDEFORD, 2 MILES SOUTH OF THE SACO RIVER,
 OC1185'AND ON PROPERTY OWNED BY THE MAINE TURNPIKE AUTHORITY.
 OC1185'
 OC1185'TO REACH THE STATION FROM THE CENTER OF THE MAINE TURNPIKE BRIDGE
 OC1185'OVER THE SACO RIVER, GO SOUTHWEST ON THE MAINE TURNPIKE SOUTHBOUND
 OC1185'LANE FOR 2.1 MILES TO MILE POST 29, CONTINUE SOUTHWEST FOR 0.10
 OC1185'MILES TO THE STATION ON THE LEFT IN AN OPENING IN THE TREES.
 OC1185'
 OC1185'THE STATION IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION DISK
 OC1185'STAMPED 1974 CHAPEL, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OC1185'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  THE
 OC1185'UNDERGROUND MARK IS A 4-INCH BRASS ROD WITH A CRIMPED-ON TOP
 OC1185'STAMPED CHAPEL 1974, SET IN AN IRREGULAR MASS OF CONCRETE
 OC1185'ABOUT 46 INCHES BELOW THE SURFACE MARK.  THE STATION MARK IS
 OC1185'114 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF THE MAINE TURNPIKE
 OC1185'NORTHBOUND LANE, 10 FEET NORTH-NORTHEAST OF THE RIGHT-OF-WAY
 OC1185'FENCE, 17.7 FEET WEST-SOUTHWEST OF A TRIANGULAR BLAZED 12-INCH
 OC1185'PINE, AND 52.0 FEET SOUTH OF A TRIANGULAR BLAZED 16-INCH
 OC1185'PINE.
 OC1185'
 OC1185'REFERENCE MARK 1 IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 OC1185'DISK STAMPED RM 1 1974 CHAPEL, SET IN A DRILL HOLE IN A 3-FOOT BY
 OC1185'3-FOOT BOULDER WHICH PROJECTS 1 FOOT FROM THE SURFACE OF THE
 OC1185'GROUND.  IT IS 33.0 FEET SOUTH-SOUTHEAST OF THE RIGHT-OF-WAY
 OC1185'FENCE, AND 55.2 FEET EAST-SOUTHEAST OF A TRIANGULAR BLAZED 12-INCH
 OC1185'PINE.
 OC1185'
 OC1185'REFERENCE MARK 2 IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 OC1185'DISK STAMPED RM 2 1974 CHAPEL, SET IN THE TOP OF A 12-INCH
 OC1185'CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF
 OC1185'THE GROUND.  IT IS 28.9 FEET SOUTH-SOUTHEAST OF THE RIGHT-OF-WAY
 OC1185'FENCE.
 OC1185'
 OC1185'THE AZIMUTH MARK IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 OC1185'DISK STAMPED AZI 1974 CHAPEL, SET IN A 3-FOOT BY 2-FOOT BOULDER
 OC1185'WHICH PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 OC1185'3.2 FEET EAST OF A TRIANGULAR BLAZED 14-INCH PINE, 7.6 FEET
 OC1185'EAST-SOUTHEAST OF A TRIANGULAR BLAZED 10-INCH OAK, 2.5 FEET
 OC1185'SOUTH-SOUTHWEST OF A METAL WITNESS POST AND SIGN, 20.3 FEET
 OC1185'SOUTHEAST OF THE RIGHT-OF-WAY FENCE, AND 104.7 FEET NORTHWEST
 OC1185'OF THE CENTERLINE OF THE MAINE TURNPIKE SOUTHBOUND LANE.
 OC1185'
 OC1185'TO REACH THE AZIMUTH MARK FROM THE STATION, WALK DIAGONALLY
 OC1185'ACROSS THE MAINE TURNPIKE NORTH FOR 0.05 MILES TO THE MARK JUST
 OC1185'INSIDE THE TREELINE.
 OC1185'
 OC1185'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1186 ***********************************************************************
 OC1186  DESIGNATION -  CHAPEL RM 1
 OC1186  PID         -  OC1186
 OC1186  STATE/COUNTY-  ME/YORK
 OC1186  USGS QUAD   -  KENNEBUNK (1983)
 OC1186
 OC1186                         *CURRENT SURVEY CONTROL
 OC1186  ___________________________________________________________________
 OC1186* NAD 83(1986)-  43 28 16.     (N)    070 30 36.     (W)     SCALED    
 OC1186* NAVD 88     -        39.756  (meters)     130.43   (feet)  ADJUSTED  
 OC1186  ___________________________________________________________________
 OC1186  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 OC1186  DYNAMIC HT  -          39.751 (meters)     130.42  (feet)  COMP
 OC1186  MODELED GRAV-     980,479.8   (mgal)                       NAVD 88
 OC1186
 OC1186  VERT ORDER  -  SECOND    CLASS I
 OC1186
 OC1186.The horizontal coordinates were scaled from a topographic map and have
 OC1186.an estimated accuracy of +/- 6 seconds.
 OC1186
 OC1186.The orthometric height was determined by differential leveling
 OC1186.and adjusted by the National Geodetic Survey in June 1991..
 OC1186
 OC1186.The geoid height was determined by GEOID03.
 OC1186
 OC1186.The dynamic height is computed by dividing the NAVD 88
 OC1186.geopotential number by the normal gravity value computed on the
 OC1186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1186.degrees latitude (g = 980.6199 gals.).
 OC1186
 OC1186.The modeled gravity was interpolated from observed gravity values.
 OC1186
 OC1186;                    North         East    Units  Estimated Accuracy
 OC1186;SPC ME W     -    70,910.      872,220.      MT  (+/- 180 meters Scaled)
 OC1186
 OC1186                          SUPERSEDED SURVEY CONTROL
 OC1186
 OC1186  NGVD 29 (??/??/92)   39.977  (m)          131.16   (f) ADJ UNCH    2 1
 OC1186
 OC1186.Superseded values are not recommended for survey control.
 OC1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1186.See file dsdata.txt to determine how the superseded data were derived.
 OC1186
 OC1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ778142(NAD 83)
 OC1186_MARKER: DD = SURVEY DISK
 OC1186_SETTING: 80 = SET IN A BOULDER
 OC1186_SP_SET: BOULDER
 OC1186_STAMPING: CHAPEL RM-1 1974
 OC1186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC1186+STABILITY: SURFACE MOTION
 OC1186
 OC1186  HISTORY     - Date     Condition        Report By
 OC1186  HISTORY     - 1974     MONUMENTED       MEDT
 OC1186
 OC1186                          STATION DESCRIPTION
 OC1186
 OC1186'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 OC1186'1.2 MI SW FROM BIDDEFORD.
 OC1186'ABOUT 1.2 MILES SOUTHWEST ALONG THE MAINE TURNPIKE SOUTHBOUND FROM
 OC1186'TOLL GATE NO. 4 IN BIDDEFORD AND ALSO ABOUT 0.55 MILE SOUTHWEST OF
 OC1186'STATE HIGHWAY 111 AND 0.2 MILE NORTHEAST OF THE BIDDEFORD-ARUNDEL TOWN
 OC1186'LINE, A DISK SET FLUSH IN A 2 BY 3 FOOT BOULDER 159 FEET SOUTHEAST OF
 OC1186'AND 5 FEET BELOW THE CENTERLINE OF THE MAINE TURNPIKE NORTHBOUND, 34
 OC1186'FEET SOUTHEAST OF THE R/W FENCE, 8 FEET NORTH OF TWIN 15 INCH AND 18
 OC1186'INCH OAKS AND 71.52 FEET EAST OF THE STATION MARK DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1187 ***********************************************************************
 OC1187  DESIGNATION -  CHAPEL RM 2
 OC1187  PID         -  OC1187
 OC1187  STATE/COUNTY-  ME/YORK
 OC1187  USGS QUAD   -  KENNEBUNK (1983)
 OC1187
 OC1187                         *CURRENT SURVEY CONTROL
 OC1187  ___________________________________________________________________
 OC1187* NAD 83(1986)-  43 28 16.     (N)    070 30 36.     (W)     SCALED    
 OC1187* NAVD 88     -        41.212  (meters)     135.21   (feet)  ADJUSTED  
 OC1187  ___________________________________________________________________
 OC1187  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 OC1187  DYNAMIC HT  -          41.206 (meters)     135.19  (feet)  COMP
 OC1187  MODELED GRAV-     980,479.8   (mgal)                       NAVD 88
 OC1187
 OC1187  VERT ORDER  -  SECOND    CLASS I
 OC1187
 OC1187.The horizontal coordinates were scaled from a topographic map and have
 OC1187.an estimated accuracy of +/- 6 seconds.
 OC1187
 OC1187.The orthometric height was determined by differential leveling
 OC1187.and adjusted by the National Geodetic Survey in June 1991..
 OC1187
 OC1187.The geoid height was determined by GEOID03.
 OC1187
 OC1187.The dynamic height is computed by dividing the NAVD 88
 OC1187.geopotential number by the normal gravity value computed on the
 OC1187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1187.degrees latitude (g = 980.6199 gals.).
 OC1187
 OC1187.The modeled gravity was interpolated from observed gravity values.
 OC1187
 OC1187;                    North         East    Units  Estimated Accuracy
 OC1187;SPC ME W     -    70,910.      872,220.      MT  (+/- 180 meters Scaled)
 OC1187
 OC1187                          SUPERSEDED SURVEY CONTROL
 OC1187
 OC1187  NGVD 29 (??/??/92)   41.432  (m)          135.93   (f) ADJ UNCH    2 1
 OC1187
 OC1187.Superseded values are not recommended for survey control.
 OC1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1187.See file dsdata.txt to determine how the superseded data were derived.
 OC1187
 OC1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ778142(NAD 83)
 OC1187_MARKER: DD = SURVEY DISK
 OC1187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC1187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OC1187_STAMPING: CHAPEL RM-2 1974
 OC1187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC1187+STABILITY: SURFACE MOTION
 OC1187
 OC1187  HISTORY     - Date     Condition        Report By
 OC1187  HISTORY     - 1974     MONUMENTED       MEDT
 OC1187
 OC1187                          STATION DESCRIPTION
 OC1187
 OC1187'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 OC1187'1.2 MI SW FROM BIDDEFORD.
 OC1187'ABOUT 1.2 MILES SOUTHWEST ALONG THE MAINE TURNPIKE SOUTHBOUND FROM
 OC1187'TOLL GATE NO. 4 IN BIDDEFORD AND ALSO ABOUT 0.55 MILE SOUTHWEST OF
 OC1187'STATE HIGHWAY 111 AND 0.2 MILE NORTHEAST OF THE BIDDEFORD-ARUNDEL TOWN
 OC1187'LINE, A DISK SET FLUSH IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 OC1187'GROUND, 97 FEET SOUTH OF AND 1 1/2 FEET BELOW THE CENTERLINE OF THE
 OC1187'MAINE TURNPIKE NORTHBOUND 68 FEET SOUTHWESTERLY FROM A 8 BY 3 FOOT
 OC1187'BOULDER, 51 FEET SOUTH OF THE WOODS LINE, 28 FEET NORTH OF THE R/W
 OC1187'FENCE AND 77.35 FEET WEST OF THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2323 ***********************************************************************
 OC2323  DESIGNATION -  CHAPMAN
 OC2323  PID         -  OC2323
 OC2323  STATE/COUNTY-  ME/YORK
 OC2323  USGS QUAD   -  YORK HARBOR (1993)
 OC2323
 OC2323                         *CURRENT SURVEY CONTROL
 OC2323  ___________________________________________________________________
 OC2323* NAD 83(1996)-  43 09 05.91653(N)    070 43 17.08080(W)     ADJUSTED  
 OC2323* NAVD 88     -        27.3    (meters)      90.     (feet)  VERTCON   
 OC2323  ___________________________________________________________________
 OC2323  LAPLACE CORR-           3.45  (seconds)                    DEFLEC99
 OC2323  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 OC2323
 OC2323  HORZ ORDER  -  SECOND
 OC2323
 OC2323.The horizontal coordinates were established by classical geodetic methods
 OC2323.and adjusted by the National Geodetic Survey in March 1998..
 OC2323
 OC2323.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2323.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2323
 OC2323.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2323
 OC2323.The geoid height was determined by GEOID03.
 OC2323
 OC2323;                    North         East     Units Scale Factor Converg.
 OC2323;SPC ME W     -    35,510.118   854,878.440   MT  0.99999170   -0 22 45.9
 OC2323;UTM  19      - 4,779,093.015   360,034.748   MT  0.99984099   -1 10 39.1
 OC2323
 OC2323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2323!SPC ME W     -   0.99999989  x   0.99999170  =   0.99999159
 OC2323!UTM  19      -   0.99999989  x   0.99984099  =   0.99984088
 OC2323
 OC2323:                Primary Azimuth Mark                     Grid Az
 OC2323:SPC ME W     -  MT AGAMENTICUS MICROWAVE                 016 32 40.2
 OC2323:UTM  19      -  MT AGAMENTICUS MICROWAVE                 017 20 33.4
 OC2323
 OC2323|---------------------------------------------------------------------|
 OC2323| PID    Reference Object                     Distance      Geod. Az  |
 OC2323|                                                           dddmmss.s |
 OC2323| OC2313 MT AGAMENTICUS MICROWAVE            APPROX. 8.4 KM 0160954.3 |
 OC2323| CE7292 CHAPMAN RM 1                         13.537 METERS 03840     |
 OC2323| OC2321 CHAPMAN AZ MK A PT                  201.004 METERS 13737     |
 OC2323| OC2322 CHAPMAN AZ MK                       208.796 METERS 14032     |
 OC2323| CE7293 CHAPMAN RM 2                         18.573 METERS 14913     |
 OC2323| OC2363 THIRD HILL                          APPROX. 5.4 KM 2974900.1 |
 OC2323|---------------------------------------------------------------------|
 OC2323
 OC2323                          SUPERSEDED SURVEY CONTROL
 OC2323
 OC2323  NAD 83(1992)-  43 09 05.91575(N)    070 43 17.08087(W) AD(       ) 2
 OC2323  NAD 83(1986)-  43 09 05.92016(N)    070 43 17.08693(W) AD(       ) 2
 OC2323  NAD 27      -  43 09 05.60532(N)    070 43 18.89669(W) AD(       ) 2
 OC2323  NGVD 29 (07/19/86)   27.5    (m)           90.     (f) VERT ANG       
 OC2323
 OC2323.Superseded values are not recommended for survey control.
 OC2323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2323.See file dsdata.txt to determine how the superseded data were derived.
 OC2323
 OC2323_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH6003579093(NAD 83)
 OC2323_MARKER: DS = TRIANGULATION STATION DISK
 OC2323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC2323_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC2323
 OC2323  HISTORY     - Date     Condition        Report By
 OC2323  HISTORY     - 1976     MONUMENTED       NGS
 OC2323
 OC2323                          STATION DESCRIPTION
 OC2323
 OC2323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2323'THE STATION IS LOCATED ABOUT 3.75 MILES WEST-NORTHWEST OF
 OC2323'YORK VILLAGE, 4.75 MILES NORTH-NORTHWEST OF KITTERY, AND
 OC2323'2.0 MILES EAST OF EAST ELIOT.
 OC2323'
 OC2323'TO REACH THE STATION FROM THE JUNCTION OF U.S. ROUTE 1
 OC2323'AND STATE ROUTE 91, PROCEED SOUTHERLY ON U.S. ROUTE 1
 OC2323'FOR 1.25 MILES TO THE YORK RIVER BRIDGE.  CONTIMUE ON
 OC2323'U.S. ROUTE 1 FOR 0.35 MILE TO THE BEECH RIDGE ROAD
 OC2323'ON THE RIGHT, TURN RIGHT AND GO WESTERLY FOLLOWING
 OC2323'BEECH RIDGE ROAD FOR 0.20 MILE TO THE MAINE TURNPIKE
 OC2323'OVERPASS.  CONTINUE WESTERLY ON THE BEECH RIDGE ROAD
 OC2323'FOR 1.25 MILES TO THE AZIMUTH MARK ON THE LEFT AS
 OC2323'DESCRIBED, AND ANOTHER 0.10 MILE TO THE STATION
 OC2323'ON THE RIGHT AS DESCRIBED.
 OC2323'
 OC2323'THE STATION IS A STANDARD DISK STAMPED-CHAPMAN 1975-,
 OC2323'AND SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST
 OC2323'WHICH IS ABOUT 2 INCHES BELOW THE SURFACE OF THE
 OC2323'GROUND.  THE UNDERGROUND STATION MARK IS A STANDARD
 OC2323'DISK STAMPED--CHAPMAN 1975--AND SET IN A BOULDER
 OC2323'ABOUT 30-INCHES BELOW THE SURFACE OF THE GROUND.
 OC2323'IT IS 7 FEET SOUTHEAST OF A BARBED WIRE FENCE.  19-FEET
 OC2323'EAST-NORTHEAST POLE NUMBERED J 69-CMP, 32.5 FEET
 OC2323'NORTH-EAST OF THE CENTERLINE OF BEECH RIDGE ROAD, 69.5
 OC2323'FEET WEST OF THE NORTHWEST CORNER OF THE HOUSE,
 OC2323'AND 79.9 FEET SOUTH OF THE SOUTHEAST CORNER OF THE BARN.
 OC2323'
 OC2323'REFERENCE MARK 1 IS A STANDARD DISK STAMPED--CHAPMAN NO
 OC2323'1 1975--AND SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OC2323'POST WHICH IS ABOUT 1-INCH BELOW THE SURFACE OF THE GROUND.
 OC2323'IT IS 3-FEET SOUTHEAST OF A BARBED WIRE FENCE. 45.8 FEET
 OC2323'NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE,
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1339 ***********************************************************************
 QG1339  DESIGNATION -  CHARLESTON CEN RADAR DOME
 QG1339  PID         -  QG1339
 QG1339  STATE/COUNTY-  ME/PENOBSCOT
 QG1339  USGS QUAD   -  CHARLESTON (1983)
 QG1339
 QG1339                         *CURRENT SURVEY CONTROL
 QG1339  ___________________________________________________________________
 QG1339* NAD 83(1996)-  45 05 21.25197(N)    069 05 39.83858(W)     ADJUSTED  
 QG1339* NAVD 88     -                                                        
 QG1339  ___________________________________________________________________
 QG1339  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 QG1339  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 QG1339
 QG1339  HORZ ORDER  -  THIRD
 QG1339
 QG1339.The horizontal coordinates were established by classical geodetic methods
 QG1339.and adjusted by the National Geodetic Survey in March 1998..
 QG1339
 QG1339
 QG1339.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1339
 QG1339.The geoid height was determined by GEOID03.
 QG1339
 QG1339;                    North         East     Units Scale Factor Converg.
 QG1339;SPC ME E     -   158,231.522   253,210.958   MT  0.99992691   -0 25 15.5
 QG1339;UTM  19      - 4,992,867.873   492,571.425   MT  0.99960068   -0 04 00.7
 QG1339
 QG1339                          SUPERSEDED SURVEY CONTROL
 QG1339
 QG1339  NAD 83(1992)-  45 05 21.24894(N)    069 05 39.83466(W) AD(       ) 4
 QG1339  NAD 83(1986)-  45 05 21.25475(N)    069 05 39.84055(W) AD(       ) 4
 QG1339  NAD 27      -  45 05 21.06525(N)    069 05 41.70119(W) AD(       ) 3
 QG1339
 QG1339.Superseded values are not recommended for survey control.
 QG1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1339.See file dsdata.txt to determine how the superseded data were derived.
 QG1339
 QG1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK9257192868(NAD 83)
 QG1339_MARKER: 26 = SPHERICAL RADOME
 QG1339
 QG1339  HISTORY     - Date     Condition        Report By
 QG1339  HISTORY     - 1975     FIRST OBSERVED   NGS
 QG1339
 QG1339                          STATION DESCRIPTION
 QG1339
 QG1339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 QG1339'THE STATION IS A LARGE WHITE DOME WHICH IS THE CENTER ONE OF
 QG1339'THREE SUCH DOMES LOCATED AT CHARLESTON AIR FORCE BASE ABOUT 2-3/4
 QG1339'MILES WEST OF CHARLESTON, 3-1/2 MILES SOUTHEAST OF BRANNS MILL
 QG1339'POND AND 5 MILES NORTHEAST OF GARLAND.
 QG1339'
 QG1339'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE DOME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0744 ***********************************************************************
 PD0744  DESIGNATION -  CHARLEY IBC
 PD0744  PID         -  PD0744
 PD0744  STATE/COUNTY-  ME/WASHINGTON
 PD0744  USGS QUAD   -  LUBEC (1977)
 PD0744
 PD0744                         *CURRENT SURVEY CONTROL
 PD0744  ___________________________________________________________________
 PD0744* NAD 83(1996)-  44 51 37.41859(N)    066 58 42.79621(W)     ADJUSTED  
 PD0744* NAVD 88     -                                                        
 PD0744  ___________________________________________________________________
 PD0744  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 PD0744  GEOID HEIGHT-         -22.37  (meters)                     GEOID03
 PD0744
 PD0744  HORZ ORDER  -  THIRD
 PD0744
 PD0744.The horizontal coordinates were established by classical geodetic methods
 PD0744.and adjusted by the National Geodetic Survey in March 1998..
 PD0744
 PD0744
 PD0744.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0744
 PD0744.The geoid height was determined by GEOID03.
 PD0744
 PD0744;                    North         East     Units Scale Factor Converg.
 PD0744;SPC ME E     -   133,756.842   420,240.183   MT  1.00007773   +1 04 24.0
 PD0744;UTM  19      - 4,969,429.834   659,707.456   MT  0.99991365   +1 25 34.3
 PD0744
 PD0744|---------------------------------------------------------------------|
 PD0744| PID    Reference Object                     Distance      Geod. Az  |
 PD0744|                                                           dddmmss.s |
 PD0744| PD0739 RANGE MARK 36 IBC                   330.917 METERS 06826     |
 PD0744| PD0751 RANGE MARK 34 IBC                   170.987 METERS 09344     |
 PD0744| PD0743 RANGE MARK 33 IBC                     7.620 METERS 09345     |
 PD0744| PD0709 LUBEC CHANNEL LH FINIAL             APPROX. 2.0 KM 1755331.6 |
 PD0744| PD0700 LUBEC CHURCH SPIRE                  APPROX. 0.7 KM 2712558.1 |
 PD0744| PD0685 RANGE MARK 27 IBC 1919              447.467 METERS 3073427.3 |
 PD0744| PD0684 BREAKWATER 2 IBC                    444.080 METERS 3073441.3 |
 PD0744| PD0720 LUBEC NARROWS MULHOLLAND PT LT      309.434 METERS 34447     |
 PD0744|---------------------------------------------------------------------|
 PD0744
 PD0744                          SUPERSEDED SURVEY CONTROL
 PD0744
 PD0744  NAD 83(1992)-  44 51 37.40826(N)    066 58 42.79911(W) AD(       ) 3
 PD0744  NAD 83(1986)-  44 51 37.39991(N)    066 58 42.79968(W) AD(       ) 3
 PD0744  NAD 27      -  44 51 37.11300(N)    066 58 44.89200(W) AD(       ) 3
 PD0744
 PD0744.Superseded values are not recommended for survey control.
 PD0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0744.See file dsdata.txt to determine how the superseded data were derived.
 PD0744
 PD0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5970769430(NAD 83)
 PD0744_MARKER: N = NAIL
 PD0744_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 PD0744_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 PD0744_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0744+STABILITY: SURFACE MOTION
 PD0744
 PD0744  HISTORY     - Date     Condition        Report By
 PD0744  HISTORY     - 1913     MONUMENTED       IBC
 PD0744  HISTORY     - 1955     MARK NOT FOUND   IBC
 PD0744  HISTORY     - 1985     MARK NOT FOUND   NOS
 PD0744
 PD0744                          STATION DESCRIPTION
 PD0744
 PD0744'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1913 (JEM)
 PD0744'ON THE W COAST OF CAMPOBELLO ISLAND, PASSAMAQUODDY BAY, ON CHARLEYS
 PD0744'POINT OPPOSITE LUBEC, ME.  THE STATION IS 3 OR 4 METERS BACK FROM THE
 PD0744'EDGE OF THE BLUFF AND IS N 86 DEGREES 15 MINUTES W, 7.6 METERS FROM
 PD0744'RANGE MARK 33.
 PD0744'
 PD0744'STATION MARK IS A NAIL HEAD SET IN THE TOP OF A CONCRETE FILLED TILE
 PD0744'SET FLUSH WITH THE GROUND IN A MASS OF CONCRETE.
 PD0744
 PD0744                          STATION RECOVERY (1955)
 PD0744
 PD0744'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 PD0744'NOT RECOVERED.  BURIED OR GONE.
 PD0744
 PD0744                          STATION RECOVERY (1985)
 PD0744
 PD0744'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1985 (WVH)
 PD0744'THE STATION NOT RECOVERED AT THIS DATE.
 PD0744'IT IS BELIEVED TO HAVE BEEN DESTROYED BY EROSION.
 PD0744'
 PD0744'DESCRIBED BY G.E.L.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1164 ***********************************************************************
 PF1164  DESIGNATION -  CHARLIE
 PF1164  PID         -  PF1164
 PF1164  STATE/COUNTY-  ME/OXFORD
 PF1164  USGS QUAD   -  BETHEL (1970)
 PF1164
 PF1164                         *CURRENT SURVEY CONTROL
 PF1164  ___________________________________________________________________
 PF1164* NAD 83(1996)-  44 25 08.86315(N)    070 45 21.15023(W)     ADJUSTED  
 PF1164* NAVD 88     -       219.7    (meters)     721.     (feet)  VERTCON   
 PF1164  ___________________________________________________________________
 PF1164  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 PF1164  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 PF1164
 PF1164  HORZ ORDER  -  SECOND
 PF1164
 PF1164.The horizontal coordinates were established by classical geodetic methods
 PF1164.and adjusted by the National Geodetic Survey in March 1998..
 PF1164
 PF1164.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF1164.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF1164
 PF1164.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1164
 PF1164.The geoid height was determined by GEOID03.
 PF1164
 PF1164;                    North         East     Units Scale Factor Converg.
 PF1164;SPC ME W     -   176,352.704   853,077.333   MT  0.99999373   -0 24 44.6
 PF1164;UTM  19      - 4,919,925.579   360,218.590   MT  0.99984029   -1 13 44.9
 PF1164
 PF1164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1164!SPC ME W     -   0.99996972  x   0.99999373  =   0.99996345
 PF1164!UTM  19      -   0.99996972  x   0.99984029  =   0.99981002
 PF1164
 PF1164:                Primary Azimuth Mark                     Grid Az
 PF1164:SPC ME W     -  CHARLIE AZ MK                            081 55 27.9
 PF1164:UTM  19      -  CHARLIE AZ MK                            082 44 28.2
 PF1164
 PF1164|---------------------------------------------------------------------|
 PF1164| PID    Reference Object                     Distance      Geod. Az  |
 PF1164|                                                           dddmmss.s |
 PF1164| PF1115 CHARLIE AZ MK                       APPROX. 0.6 KM 0813043.3 |
 PF1164| PF1163 CHARLIE A PT                         11.723 METERS 12429     |
 PF1164| CE7843 CHARLIE RM 1                         14.164 METERS 15232     |
 PF1164| CE7844 CHARLIE RM 2                         15.559 METERS 33159     |
 PF1164|---------------------------------------------------------------------|
 PF1164
 PF1164                          SUPERSEDED SURVEY CONTROL
 PF1164
 PF1164  NAD 83(1992)-  44 25 08.86325(N)    070 45 21.15039(W) AD(       ) 2
 PF1164  NAD 83(1986)-  44 25 08.87103(N)    070 45 21.15276(W) AD(       ) 2
 PF1164  NAD 27      -  44 25 08.62787(N)    070 45 22.90486(W) AD(       ) 2
 PF1164  NGVD 29 (07/19/86)  219.9    (m)          721.     (f) VERT ANG       
 PF1164
 PF1164.Superseded values are not recommended for survey control.
 PF1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1164.See file dsdata.txt to determine how the superseded data were derived.
 PF1164
 PF1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK6021919926(NAD 83)
 PF1164_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PF1164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PF1164_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PF1164
 PF1164  HISTORY     - Date     Condition        Report By
 PF1164  HISTORY     - 1976     MONUMENTED       NGS
 PF1164
 PF1164                          STATION DESCRIPTION
 PF1164
 PF1164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 PF1164'THE STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF BETHEL, 3
 PF1164'MILES NORTHWEST OF LOCKE MILLS AND 1.5 MILES SOUTH OF FARWELL
 PF1164'MOUNTAIN.
 PF1164'
 PF1164'TO REACH THE STATION FROM THE LOCKE MILLS POST OFFICE IN THE
 PF1164'TOWN OF GREENWOOD, GO NORTHERLY ON STATE ROUTE 26 FOR 0.25
 PF1164'MILE TO THE GREENWOOD/BETHEL TOWNLINE.  CONTINUE FOR 2.4 MILES
 PF1164'TO THE AZIMUTH ON THE RIGHT.  CONTINUE
 PF1164'FOR 0.35 MILE TO THE TOP OF A HILL AND A FIELD ENTRANCE
 PF1164'ON THE LEFT WITH A BARBED WIRE FENCE RUNNING ON THE FIELD
 PF1164'ROADS RIGHT.  THE STATION IS BETWEEN THE FIELD ROAD AND THE
 PF1164'ABOVE FENCE ABOUT 134 FEET FROM THE HIGHWAY.
 PF1164'
 PF1164'THE STATION MARKS ARE STANDARD DISKS STAMPED---CHARLIE 1976---.
 PF1164'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 PF1164'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.  IT IS 2.5
 PF1164'FEET EAST OF A BARBED WIRE FENCE, 3.0 FEET SOUTHEAST OF A
 PF1164'METAL WITNESS POST, 134 FEET SOUTH OF THE CENTERLINE OF STATE
 PF1164'ROUTE 26.  THE UNDERGROUND
 PF1164'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 46
 PF1164'INCHES BELOW THE GROUND SURFACE.
 PF1164'
 PF1164'REFERENCE MARK 1, STAMPED---CHARLIE NO 1 1976---,
 PF1164'IS A STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL
 PF1164'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.  IT IS 2.0
 PF1164'FEET EAST OF A BARBED WIRE FENCE AND 180 FEET SOUTH OF THE
 PF1164'CENTERLINE OF STATE ROUTE 26.
 PF1164'
 PF1164'REFERENCE MARK 2, STAMPED---CHARLIE NO 2 1976---,
 PF1164'IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 PF1164'CYLINDRICAL CONCRETE POST
 PF1164'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 3.0
 PF1164'FEET EAST OF A BARBED WIRE FENCE AND 83 FEET SOUTH OF THE
 PF1164'CENTERLINE OF STATE ROUTE 26.
 PF1164'
 PF1164'THE AZIMUTH MARK, STAMPED---CHARLIE 1976---, IS A STANDARD
 PF1164'DISK, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 PF1164'CONCRETE POST.  IT IS 5.0 FEET SOUTH OF POWER POLE 587/70,
 PF1164'5.5 FEET SOUTH OF A METAL WITNESS POST, 31.0 FEET NORTH OF THE
 PF1164'CENTERLINE OF STATE ROUTE 26 AND FLUSH WITH THE GROUND
 PF1164'SURFACE.
 PF1164'
 PF1164'THE HEIGHT OF THE LIGHT ABOVE THE STATION WAS 1.31 METERS.
 PF1164'
 PF1164'DESCRIBED BY JERRY E. ELLINGWOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1115 ***********************************************************************
 PF1115  DESIGNATION -  CHARLIE AZ MK
 PF1115  PID         -  PF1115
 PF1115  STATE/COUNTY-  ME/OXFORD
 PF1115  USGS QUAD   -  BRYANT POND (1989)
 PF1115
 PF1115                         *CURRENT SURVEY CONTROL
 PF1115  ___________________________________________________________________
 PF1115* NAD 83(1996)-  44 25 11.58537(N)    070 44 55.69099(W)     ADJUSTED  
 PF1115* NAVD 88     -       198.1    (meters)     650.     (feet)  VERTCON   
 PF1115  ___________________________________________________________________
 PF1115  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 PF1115  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 PF1115
 PF1115  HORZ ORDER  -  SECOND
 PF1115
 PF1115.The horizontal coordinates were established by classical geodetic methods
 PF1115.and adjusted by the National Geodetic Survey in March 1998..
 PF1115
 PF1115.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF1115.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF1115
 PF1115.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1115
 PF1115.The geoid height was determined by GEOID03.
 PF1115
 PF1115;                    North         East     Units Scale Factor Converg.
 PF1115;SPC ME W     -   176,432.698   853,641.123   MT  0.99999309   -0 24 26.8
 PF1115;UTM  19      - 4,919,997.518   360,783.376   MT  0.99983835   -1 13 27.1
 PF1115
 PF1115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1115!SPC ME W     -   0.99997311  x   0.99999309  =   0.99996620
 PF1115!UTM  19      -   0.99997311  x   0.99983835  =   0.99981146
 PF1115
 PF1115:                Primary Azimuth Mark                     Grid Az
 PF1115:SPC ME W     -  CHARLIE                                  261 55 27.9
 PF1115:UTM  19      -  CHARLIE                                  262 44 28.2
 PF1115
 PF1115|---------------------------------------------------------------------|
 PF1115| PID    Reference Object                     Distance      Geod. Az  |
 PF1115|                                                           dddmmss.s |
 PF1115| PF1164 CHARLIE                             APPROX. 0.6 KM 2613101.1 |
 PF1115|---------------------------------------------------------------------|
 PF1115
 PF1115                          SUPERSEDED SURVEY CONTROL
 PF1115
 PF1115  NAD 83(1992)-  44 25 11.58546(N)    070 44 55.69115(W) AD(       ) 2
 PF1115  NAD 83(1986)-  44 25 11.59323(N)    070 44 55.69353(W) AD(       ) 2
 PF1115  NAD 27      -  44 25 11.34983(N)    070 44 57.44644(W) AD(       ) 2
 PF1115  NGVD 29 (07/19/86)  198.3    (m)          651.     (f) VERT ANG       
 PF1115
 PF1115.Superseded values are not recommended for survey control.
 PF1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1115.See file dsdata.txt to determine how the superseded data were derived.
 PF1115
 PF1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK6078319998(NAD 83)
 PF1115_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PF1115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PF1115_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PF1115
 PF1115  HISTORY     - Date     Condition        Report By
 PF1115  HISTORY     - 1976     MONUMENTED       NGS
 PF1115
 PF1115                          STATION DESCRIPTION
 PF1115
 PF1115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 PF1115'THIS STATION WAS ESTABLISHED BY AN EDM MEASUREMENT FROM
 PF1115'TRIANGULATION STATION CHARLIE. SEE DESCRIPTION THEREOF.
 PF1115'
 PF1115'DESCRIBED BY JERRY E. ELLINGWOOD.
 PF1115'
 PF1115'THE HEIGHT OF LIGHT ABOVE THE STATION WAS 1.0 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1165 ***********************************************************************
 OC1165  DESIGNATION -  CHARTER
 OC1165  PID         -  OC1165
 OC1165  STATE/COUNTY-  ME/CUMBERLAND
 OC1165  USGS QUAD   -  PORTLAND WEST (1978)
 OC1165
 OC1165                         *CURRENT SURVEY CONTROL
 OC1165  ___________________________________________________________________
 OC1165* NAD 83(1996)-  43 40 25.65686(N)    070 19 39.81901(W)     ADJUSTED  
 OC1165* NAVD 88     -        34.555  (meters)     113.37   (feet)  ADJUSTED  
 OC1165  ___________________________________________________________________
 OC1165  LAPLACE CORR-           3.40  (seconds)                    DEFLEC99
 OC1165  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 OC1165  DYNAMIC HT  -          34.551 (meters)     113.36  (feet)  COMP
 OC1165  MODELED GRAV-     980,493.7   (mgal)                       NAVD 88
 OC1165
 OC1165  HORZ ORDER  -  SECOND
 OC1165  VERT ORDER  -  SECOND    CLASS I
 OC1165
 OC1165.The horizontal coordinates were established by classical geodetic methods
 OC1165.and adjusted by the National Geodetic Survey in March 1998..
 OC1165
 OC1165.The orthometric height was determined by differential leveling
 OC1165.and adjusted by the National Geodetic Survey in June 1991..
 OC1165
 OC1165.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1165
 OC1165.The geoid height was determined by GEOID03.
 OC1165
 OC1165.The dynamic height is computed by dividing the NAVD 88
 OC1165.geopotential number by the normal gravity value computed on the
 OC1165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1165.degrees latitude (g = 980.6199 gals.).
 OC1165
 OC1165.The modeled gravity was interpolated from observed gravity values.
 OC1165
 OC1165;                    North         East     Units Scale Factor Converg.
 OC1165;SPC ME W     -    93,382.676   887,011.790   MT  0.99996874   -0 06 40.4
 OC1165;UTM  19      - 4,836,499.302   392,968.679   MT  0.99974091   -0 55 01.0
 OC1165
 OC1165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1165!SPC ME W     -   0.99999870  x   0.99996874  =   0.99996744
 OC1165!UTM  19      -   0.99999870  x   0.99974091  =   0.99973961
 OC1165
 OC1165                          SUPERSEDED SURVEY CONTROL
 OC1165
 OC1165  NAD 83(1992)-  43 40 25.65558(N)    070 19 39.81984(W) AD(       ) 2
 OC1165  NAD 83(1986)-  43 40 25.66158(N)    070 19 39.82541(W) AD(       ) 2
 OC1165  NAD 27      -  43 40 25.37454(N)    070 19 41.65193(W) AD(       ) 2
 OC1165  NGVD 29 (??/??/92)   34.772  (m)          114.08   (f) ADJ UNCH    2 1
 OC1165
 OC1165.Superseded values are not recommended for survey control.
 OC1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1165.See file dsdata.txt to determine how the superseded data were derived.
 OC1165
 OC1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9296936499(NAD 83)
 OC1165_MARKER: DD = SURVEY DISK
 OC1165_SETTING: 66 = SET IN ROCK OUTCROP
 OC1165_SP_SET: ROCK LEDGE
 OC1165_STAMPING: CHARTER
 OC1165_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC1165+STABILITY: POSITION/ELEVATION WELL
 OC1165
 OC1165  HISTORY     - Date     Condition        Report By
 OC1165  HISTORY     - 1975     MONUMENTED       MEDT
 OC1165  HISTORY     - 1975     GOOD             MEDT
 OC1165
 OC1165                          STATION DESCRIPTION
 OC1165
 OC1165'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975 (RCA)
 OC1165'MARK IS A STANDARD MAINE STATE HIGHWAY COMMISSION DISK STAMPED
 OC1165'CHARTER, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS
 OC1165'FLUSH WITH THE GROUND SURFACE.  IT IS 11.0 FEET WEST OF THE
 OC1165'RIGHT-OF-WAY FENCE, 28.2 FEET WEST OF THE EAST EDGE OF A PAVED
 OC1165'DRIVE AND 114.8 FEET EAST OF THE CENTER LINE OF THE NORTHBOUND
 OC1165'LANE OF THE MAINE TURNPIKE.
 OC1165'
 OC1165'THE STATION ALSO SERVES AS REFERENCE MARK NO. 2 FOR STATION GERALD.
 OC1165
 OC1165                          STATION RECOVERY (1975)
 OC1165
 OC1165'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 OC1165'IN PORTLAND.
 OC1165'ABOUT 0.95 MILES NORTHEASTERLY ALONG THE MAINE TURNPIKE NORTHBOUND,
 OC1165'FROM THE WESTBROOK STREET OVERPASS CROSSING THE MAINE TURNPIKE, (AND
 OC1165'ALSO ABOUT 0.5 MILE SOUTH OF THE EXIT NO. 8 TOLL GATE).  A MAINE STATE
 OC1165'HIGHWAY COMMISSION DISK SET FLUSH IN THE EXPOSED LEDGE 114.8 FEET
 OC1165'SOUTHEAST OF THE CENTERLINE OF THE MAINE TURNPIKE NORTHBOUND, 196 FEET
 OC1165'NORTHWEST OF THE SOUTHWEST CORNER OF THE CROSS ROADS MOTOR INN MOTEL,
 OC1165'47 FEET SOUTHWEST OF A METAL LIGHT POLE, 28.2 FEET WEST OF THE EAST
 OC1165'EDGE OF A PAVED ROAD, 11 FEET WEST OF THE RIGHT-OF-WAY FENCE AND 70.99
 OC1165'FEET NORTHEAST OF AND ABOUT 1 FOOT ABOVE STATION MARK GERALD. ALSO
 OC1165'93.66 FEET EAST OF GERALD RM-1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2043 ***********************************************************************
 OC2043  DESIGNATION -  CHAS CLEAVES HOUSE WEST APEX
 OC2043  PID         -  OC2043
 OC2043  STATE/COUNTY-  ME/YORK
 OC2043  USGS QUAD   -  BIDDEFORD (1975)
 OC2043
 OC2043                         *CURRENT SURVEY CONTROL
 OC2043  ___________________________________________________________________
 OC2043* NAD 83(1996)-  43 23 58.50222(N)    070 23 54.43837(W)     ADJUSTED  
 OC2043* NAVD 88     -                                                        
 OC2043  ___________________________________________________________________
 OC2043  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 OC2043  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 OC2043
 OC2043  HORZ ORDER  -  THIRD
 OC2043
 OC2043.The horizontal coordinates were established by classical geodetic methods
 OC2043.and adjusted by the National Geodetic Survey in March 1998..
 OC2043
 OC2043
 OC2043.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2043
 OC2043.The geoid height was determined by GEOID03.
 OC2043
 OC2043;                    North         East     Units Scale Factor Converg.
 OC2043;SPC ME W     -    62,931.615   881,223.305   MT  0.99997100   -0 09 33.3
 OC2043;UTM  19      - 4,806,139.130   386,754.998   MT  0.99975775   -0 57 39.4
 OC2043
 OC2043                          SUPERSEDED SURVEY CONTROL
 OC2043
 OC2043  NAD 83(1992)-  43 23 58.50089(N)    070 23 54.43967(W) AD(       ) 4
 OC2043  NAD 83(1986)-  43 23 58.50674(N)    070 23 54.44509(W) AD(       ) 4
 OC2043  NAD 27      -  43 23 58.20300(N)    070 23 56.27100(W) AD(       ) 3
 OC2043
 OC2043.Superseded values are not recommended for survey control.
 OC2043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2043.See file dsdata.txt to determine how the superseded data were derived.
 OC2043
 OC2043_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ8675506139(NAD 83)
 OC2043
 OC2043  HISTORY     - Date     Condition        Report By
 OC2043  HISTORY     - UNK      MONUMENTED
 OC2043  HISTORY     - 1928     SEE DESCRIPTION  CGS
 OC2043
 OC2043                          STATION DESCRIPTION
 OC2043
 OC2043'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (GCM)
 OC2043'LOCAL INFORMATION UNCERTAIN AS TO IDENTITY OF HOUSE.  POSSIBLY
 OC2043'INTACT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0713 ***********************************************************************
 RF0713  DESIGNATION -  CHASE
 RF0713  PID         -  RF0713
 RF0713  STATE/COUNTY-  ME/PENOBSCOT
 RF0713  USGS QUAD   -  MOUNT CHASE (1986)
 RF0713
 RF0713                         *CURRENT SURVEY CONTROL
 RF0713  ___________________________________________________________________
 RF0713* NAD 83(1996)-  46 06 30.76691(N)    068 28 40.37541(W)     ADJUSTED  
 RF0713* NAVD 88     -       763.6    (meters)    2505.     (feet)  VERTCON   
 RF0713  ___________________________________________________________________
 RF0713  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 RF0713  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 RF0713
 RF0713  HORZ ORDER  -  FIRST
 RF0713
 RF0713.The horizontal coordinates were established by classical geodetic methods
 RF0713.and adjusted by the National Geodetic Survey in March 1998..
 RF0713
 RF0713.The NAVD 88 height was computed by applying the VERTCON shift value to
 RF0713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RF0713
 RF0713.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0713
 RF0713.The geoid height was determined by GEOID03.
 RF0713
 RF0713;                    North         East     Units Scale Factor Converg.
 RF0713;SPC ME E     -   271,338.174   301,709.804   MT  0.99990004   +0 00 57.4
 RF0713;UTM  19      - 5,106,240.344   540,349.650   MT  0.99962001   +0 22 34.6
 RF0713
 RF0713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0713!SPC ME E     -   0.99988405  x   0.99990004  =   0.99978410
 RF0713!UTM  19      -   0.99988405  x   0.99962001  =   0.99950411
 RF0713
 RF0713|---------------------------------------------------------------------|
 RF0713| PID    Reference Object                     Distance      Geod. Az  |
 RF0713|                                                           dddmmss.s |
 RF0713| DA5372 CHASE RM 1                           14.605 METERS 02620     |
 RF0713| DA5373 CHASE RM 2                            9.081 METERS 13614     |
 RF0713| DA5371 CHASE AZ MK                                        1415551.6 |
 RF0713|---------------------------------------------------------------------|
 RF0713
 RF0713                          SUPERSEDED SURVEY CONTROL
 RF0713
 RF0713  NAD 83(1992)-  46 06 30.76352(N)    068 28 40.37079(W) AD(       ) 1
 RF0713  NAD 83(1986)-  46 06 30.76677(N)    068 28 40.38350(W) AD(       ) 1
 RF0713  NAD 27      -  46 06 30.58830(N)    068 28 42.26120(W) AD(       ) 1
 RF0713  NGVD 29 (07/19/86)  763.8    (m)         2506.     (f) VERT ANG       
 RF0713
 RF0713.Superseded values are not recommended for survey control.
 RF0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0713.See file dsdata.txt to determine how the superseded data were derived.
 RF0713
 RF0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM4035006240(NAD 83)
 RF0713
 RF0713  HISTORY     - Date     Condition        Report By
 RF0713  HISTORY     - 1941     MONUMENTED       CGS
 RF0713
 RF0713                          STATION DESCRIPTION
 RF0713
 RF0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 RF0713'STATION IS LOCATED ON A BARE ROCK LEDGE IN THE CENTER OF THE FIRE
 RF0713'TOWER ON THE SUMMIT OF CHASE MOUNTAIN.  IT IS BY AIR LINE
 RF0713'ABOUT 11.5 MILES NE OF ISLAND FALLS, 8 MILES NNW OF PATTEN, AND
 RF0713'36 MILES S OF ASHLAND.  STATION IS MARKED BY A COMBINATION
 RF0713'TRIANGULATION AND BENCH MARK DISK OF THE U.S. GEOLOGICAL SURVEY,
 RF0713'INSCRIBED ELEVATION ABOVE SEA LEVEL----FEET.
 RF0713'
 RF0713'NO UNDERGROUND MARK WAS SET.
 RF0713'
 RF0713'REFERENCE MARKS ARE ON THE SAME BARE LEDGE AS THE STATION.  THEY
 RF0713'ARE STANDARD U.S.C. AND G.S. BRONZE DISKS IN DRILL HOLES IN
 RF0713'OUTCROPPING BEDROCK AND STAMPED CHASE USGS, 1941.
 RF0713'
 RF0713'AZIMUTH MARK IS A STANDARD U.S.C. AND G.S. BRONZE DISK WEDGED IN
 RF0713'A DRILL HOLE IN A BOULDER.  IT IS ABOUT 2 MILES SE OF THE STATION,
 RF0713'ABOUT 20 FEET N OF THE CENTER OF THE ROAD, ABOUT 300 FEET E OF A
 RF0713'HOUSE ON THE S SIDE OF THE ROAD, AND 0.4 MILE E OF THE MARKED
 RF0713'TRAIL LEADING TO THE TOP OF THE MOUNTAIN.  DISK IS STAMPED CHASE
 RF0713'USGS, 1941.
 RF0713'
 RF0713'STATION IS REACHED FROM THE POST OFFICE IN PATTEN BY GOING N ON
 RF0713'HIGHWAY 11 FOR 6.6 MILES TO A SHINGLE GARAGE OR SMALL BARN ON THE
 RF0713'W SIDE OF THE ROAD.  TURN W ON T-ROAD ON THE N SIDE OF THE BUILDING
 RF0713'AND FOLLOW THROUGH ABOUT DUE W FOR 2.4 MILES TO AN OLD HOUSE AND
 RF0713'BARN AND THE MARKED TRAIL LEADING TO THE FIRE TOWER TAKING OFF
 RF0713'BETWEEN THE TWO.  THIS IS THE END OF TRUCK TRAVEL.  FROM HERE
 RF0713'FOLLOW WELL-MARKED TRAIL TO THE TOP.  ABOUT 1 HOUR 45 MINUTES
 RF0713'PACK.  WATER IS FOUND ABOUT HALFWAY UP AT THE RANGER
 RF0713'CABIN.  CLEARING HAD TO BE DONE ON LINES TO THE N AND E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2482 ***********************************************************************
 PE2482  DESIGNATION -  CHASE HILL LOOKOUT TOWER
 PE2482  PID         -  PE2482
 PE2482  STATE/COUNTY-  ME/SOMERSET
 PE2482  USGS QUAD   -  CANAAN (1989)
 PE2482
 PE2482                         *CURRENT SURVEY CONTROL
 PE2482  ___________________________________________________________________
 PE2482* NAD 83(1996)-  44 49 45.64501(N)    069 32 42.33242(W)     ADJUSTED  
 PE2482* NAVD 88     -                                                        
 PE2482  ___________________________________________________________________
 PE2482  LAPLACE CORR-           5.04  (seconds)                    DEFLEC99
 PE2482  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 PE2482
 PE2482  HORZ ORDER  -  THIRD
 PE2482
 PE2482.The horizontal coordinates were established by classical geodetic methods
 PE2482.and adjusted by the National Geodetic Survey in March 1998..
 PE2482
 PE2482
 PE2482.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2482
 PE2482.The geoid height was determined by GEOID03.
 PE2482
 PE2482;                    North         East     Units Scale Factor Converg.
 PE2482;SPC ME W     -   221,955.439   949,152.801   MT  0.99999636   +0 26 17.6
 PE2482;SPC ME E     -   129,711.970   217,361.766   MT  0.99998395   -0 44 12.6
 PE2482;UTM  19      - 4,964,137.673   456,911.042   MT  0.99962283   -0 23 03.5
 PE2482
 PE2482                          SUPERSEDED SURVEY CONTROL
 PE2482
 PE2482  NAD 83(1992)-  44 49 45.64326(N)    069 32 42.32791(W) AD(       ) 4
 PE2482  NAD 83(1986)-  44 49 45.64759(N)    069 32 42.33554(W) AD(       ) 4
 PE2482  NAD 27      -  44 49 45.43500(N)    069 32 44.15900(W) AD(       ) 3
 PE2482
 PE2482.Superseded values are not recommended for survey control.
 PE2482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2482.See file dsdata.txt to determine how the superseded data were derived.
 PE2482
 PE2482_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK5691164138(NAD 83)
 PE2482_MARKER: 57 = LOOKOUT TOWER
 PE2482
 PE2482  HISTORY     - Date     Condition        Report By
 PE2482  HISTORY     - 1958     FIRST OBSERVED   CGS
 PE2482
 PE2482                          STATION DESCRIPTION
 PE2482
 PE2482'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0747 ***********************************************************************
 RF0747  DESIGNATION -  CHASE POND
 RF0747  PID         -  RF0747
 RF0747  STATE/COUNTY-  ME/AROOSTOOK
 RF0747  USGS QUAD   -  GARDNER POND (1985)
 RF0747
 RF0747                         *CURRENT SURVEY CONTROL
 RF0747  ___________________________________________________________________
 RF0747* NAD 83(1996)-  46 52 55.85786(N)    068 54 03.86098(W)     ADJUSTED  
 RF0747* NAVD 88     -       559.4    (meters)    1835.     (feet)  VERTCON   
 RF0747  ___________________________________________________________________
 RF0747  LAPLACE CORR-           6.59  (seconds)                    DEFLEC99
 RF0747  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 RF0747
 RF0747  HORZ ORDER  -  THIRD
 RF0747
 RF0747.The horizontal coordinates were established by classical geodetic methods
 RF0747.and adjusted by the National Geodetic Survey in March 1998..
 RF0747
 RF0747.The NAVD 88 height was computed by applying the VERTCON shift value to
 RF0747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RF0747
 RF0747.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0747
 RF0747.The geoid height was determined by GEOID03.
 RF0747
 RF0747;                    North         East     Units Scale Factor Converg.
 RF0747;SPC ME E     -   357,405.620   269,432.115   MT  0.99991148   -0 17 34.0
 RF0747;UTM  19      - 5,192,076.390   507,537.537   MT  0.99960070   +0 04 20.0
 RF0747
 RF0747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0747!SPC ME E     -   0.99991619  x   0.99991148  =   0.99982768
 RF0747!UTM  19      -   0.99991619  x   0.99960070  =   0.99951692
 RF0747
 RF0747:                Primary Azimuth Mark                     Grid Az
 RF0747:SPC ME E     -  MCNAIR=DEBOULLIE LOT                     012 51 23.0
 RF0747:UTM  19      -  MCNAIR=DEBOULLIE LOT                     012 29 29.0
 RF0747
 RF0747|---------------------------------------------------------------------|
 RF0747| PID    Reference Object                     Distance      Geod. Az  |
 RF0747|                                                           dddmmss.s |
 RF0747| RF0744 MCNAIR=DEBOULLIE LOT                APPROX. 9.9 KM 0123349.0 |
 RF0747| DA5369 CHASE POND RM 1                      17.566 METERS 04312     |
 RF0747| DA5370 CHASE POND RM 2                      17.688 METERS 16740     |
 RF0747|---------------------------------------------------------------------|
 RF0747
 RF0747                          SUPERSEDED SURVEY CONTROL
 RF0747
 RF0747  NAD 83(1992)-  46 52 55.85139(N)    068 54 03.85264(W) AD(       ) 3
 RF0747  NAD 83(1986)-  46 52 55.85819(N)    068 54 03.85402(W) AD(       ) 3
 RF0747  NAD 27      -  46 52 55.71666(N)    068 54 05.68056(W) AD(       ) 3
 RF0747  NGVD 29 (07/19/86)  559.5    (m)         1836.     (f) VERT ANG       
 RF0747
 RF0747.Superseded values are not recommended for survey control.
 RF0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0747.See file dsdata.txt to determine how the superseded data were derived.
 RF0747
 RF0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM0753892076(NAD 83)
 RF0747_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RF0747_SETTING: 66 = SET IN ROCK OUTCROP
 RF0747
 RF0747  HISTORY     - Date     Condition        Report By
 RF0747  HISTORY     - 1960     MONUMENTED       CGS
 RF0747
 RF0747                          STATION DESCRIPTION
 RF0747
 RF0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HRL)
 RF0747'STATION IS LOCATED ON THE SUMMIT OF A HIGH WOODED RIDGE, ABOUT 1/2
 RF0747'MILE SOUTH OF THE EAST END OF THE EAST AND LARGEST ONE OF TWO
 RF0747'CHASE PONDS, 20 MILES SOUTHWEST OF EAGLE LAKE, 21 MILES
 RF0747'WEST-SOUTHWEST OF PORTAGE, 19-1/2 MILES SOUTH OF ST. FRANCIS, 6
 RF0747'MILES WEST AND 1-1/2 MILES NORTH OF THE NORTH END OF FISH RIVER
 RF0747'LAKE AND IS IN TOWNSHIP 14 NORTH, RANGE 9 WEST.
 RF0747'
 RF0747'STATION WAS REACHED FROM PORTAGE BY FLYING WEST-NORTHWEST, IN A
 RF0747'FLOAT PLANE, FOR ABOUT 20 MINUTES TO THE EAST AND LARGEST ONE OF TWO
 RF0747'CHASE PONDS.  EMBARK ON THE NORTH SHORE, AT A POINT WHICH IS ABOUT
 RF0747'200 YARDS WEST OF AN OLD DAM AND AT A TRIANGULAR BLAZED TREE AND
 RF0747'OLD CAMP SITE.  FROM THE TRIANGULAR BLAZED TREE, PACK NORTH,
 RF0747'UPHILL.  ON A VERY STEEP AND WELL BLAZED TRAIL, FOR ABOUT 45
 RF0747'MINUTES TO THE SUMMIT OF THE RIDGE, A TRIANGULAR BLAZED FIR
 RF0747'TREE AND STATION.
 RF0747'
 RF0747'ALL MARKS ARE STANDARD DISKS, CEMENTED IN DRILL HOLES, IN THE TOP
 RF0747'OF OUTCROPPING BEDROCK.
 RF0747'
 RF0747'STATION MARK DISK IS STAMPED CHASE POND 1960 AND IS FLUSH WITH
 RF0747'THE SURFACE OF THE GROUND SURFACE.  IT IS 12 FEET WEST OF A 12-INCH
 RF0747'TRIANGULAR BLAZED FIR TREE.
 RF0747'
 RF0747'REFERENCE MARK NUMBER 1 IS STAMPED CHASE POND NO 1 1960 AND
 RF0747'PROTRUDES ABOUT 1 FOOT ABOVE THE SURFACE OF THE GROUND.  IT IS
 RF0747'11 FEET NORTHEAST OF A TRIANGULAR BLAZED TREE AND IS ABOUT THE SAME
 RF0747'ELEVATION AS THE STATION MARK.
 RF0747'
 RF0747'REFERENCE MARK NUMBER 2 IS STAMPED CHASE POND NO 2 1960 AND IS
 RF0747'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 6.5 FEET
 RF0747'SOUTH-SOUTHEAST OF A TRIANGULAR BLAZED TREE AND IS ABOUT 2-1/2 FEET
 RF0747'LOWER THAN THE STATION MARK.
 RF0747'
 RF0747'OBSERVATIONS WERE MADE FROM A 40 FOOT POLE TOWER.
 RF0747'
 RF0747'HEIGHT OF LIGHT ABOVE STATION MARK 12 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1217 ***********************************************************************
 OC1217  DESIGNATION -  CHASES
 OC1217  PID         -  OC1217
 OC1217  STATE/COUNTY-  ME/YORK
 OC1217  USGS QUAD   -  YORK HARBOR (1993)
 OC1217
 OC1217                         *CURRENT SURVEY CONTROL
 OC1217  ___________________________________________________________________
 OC1217* NAD 83(1996)-  43 10 36.66856(N)    070 38 57.06267(W)     ADJUSTED  
 OC1217* NAVD 88     -        47.779  (meters)     156.75   (feet)  ADJUSTED  
 OC1217  ___________________________________________________________________
 OC1217  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 OC1217  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 OC1217  DYNAMIC HT  -          47.771 (meters)     156.73  (feet)  COMP
 OC1217  MODELED GRAV-     980,464.1   (mgal)                       NAVD 88
 OC1217
 OC1217  HORZ ORDER  -  SECOND
 OC1217  VERT ORDER  -  SECOND    CLASS I
 OC1217
 OC1217.The horizontal coordinates were established by classical geodetic methods
 OC1217.and adjusted by the National Geodetic Survey in March 1998..
 OC1217
 OC1217.The orthometric height was determined by differential leveling
 OC1217.and adjusted by the National Geodetic Survey in June 1991..
 OC1217
 OC1217.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1217
 OC1217.The geoid height was determined by GEOID03.
 OC1217
 OC1217.The dynamic height is computed by dividing the NAVD 88
 OC1217.geopotential number by the normal gravity value computed on the
 OC1217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1217.degrees latitude (g = 980.6199 gals.).
 OC1217
 OC1217.The modeled gravity was interpolated from observed gravity values.
 OC1217
 OC1217;                    North         East     Units Scale Factor Converg.
 OC1217;SPC ME W     -    38,274.266   860,769.371   MT  0.99998559   -0 19 48.6
 OC1217;UTM  19      - 4,781,774.399   365,962.683   MT  0.99982101   -1 07 43.1
 OC1217
 OC1217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1217!SPC ME W     -   0.99999666  x   0.99998559  =   0.99998225
 OC1217!UTM  19      -   0.99999666  x   0.99982101  =   0.99981767
 OC1217
 OC1217:                Primary Azimuth Mark                     Grid Az
 OC1217:SPC ME W     -  CHASES AZ MK                             210 04 53.0
 OC1217:UTM  19      -  CHASES AZ MK                             210 52 47.5
 OC1217
 OC1217|---------------------------------------------------------------------|
 OC1217| PID    Reference Object                     Distance      Geod. Az  |
 OC1217|                                                           dddmmss.s |
 OC1217| CE7294 CHASES AZ MK                                       2094504.4 |
 OC1217| OC1219 CHASES RM 1                          33.158 METERS 22818     |
 OC1217| OC1218 CHASES RM 2                          19.957 METERS 29707     |
 OC1217|---------------------------------------------------------------------|
 OC1217
 OC1217                          SUPERSEDED SURVEY CONTROL
 OC1217
 OC1217  NAD 83(1992)-  43 10 36.66780(N)    070 38 57.06453(W) AD(       ) 2
 OC1217  NAD 83(1986)-  43 10 36.67253(N)    070 38 57.07052(W) AD(       ) 2
 OC1217  NAD 27      -  43 10 36.35824(N)    070 38 58.88626(W) AD(       ) 2
 OC1217  NGVD 29 (??/??/92)   48.007  (m)          157.50   (f) ADJ UNCH    2 1
 OC1217
 OC1217.Superseded values are not recommended for survey control.
 OC1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1217.See file dsdata.txt to determine how the superseded data were derived.
 OC1217
 OC1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH6596381774(NAD 83)
 OC1217_MARKER: DD = SURVEY DISK
 OC1217_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OC1217_SP_SET: CULVERT
 OC1217_STAMPING: CHASES 1974
 OC1217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC1217
 OC1217  HISTORY     - Date     Condition        Report By
 OC1217  HISTORY     - 1974     MONUMENTED       MEDT
 OC1217  HISTORY     - 1975     GOOD             MEDT
 OC1217
 OC1217                          STATION DESCRIPTION
 OC1217
 OC1217'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 OC1217'1.25 MI NE FROM YORK.
 OC1217'ABOUT 1.25 MILES NORTHEAST ALONG THE MAINE TURNPIKE NORTHBOUND FROM
 OC1217'TOLL GATE NO. 1 AT YORK.  A DISK SET FLUSH IN LEDGE 112 FEET SOUTHEAST
 OC1217'OF EASTERLY EDGE OF PAVEMENT OF THE MAINE TURNPIKE NORTHBOUND, 259
 OC1217'FEET NORTHEAST OF THE OUTLET END OF A 36-INCH CONCRETE CULVERT UNDER
 OC1217'THE NORTHBOUND LANE, 70 FEET SOUTHEAST OF THE 15-FOOT VERTICAL LEDGE
 OC1217'FACE, 49 FEET SOUTHEAST OF THE WOODS LINE, 22 FEET SOUTH OF THE ANGLE
 OC1217'POINT IN THE RIGHT-OF-WAY FENCE, 17 FEET WEST OF THE NORTHBOUND
 OC1217'RIGHT-OF-WAY FENCE LINE, AND 27 FEET SOUTHWEST OF THE RIGHT-OF-WAY
 OC1217'FENCE CORNER.
 OC1217
 OC1217                          STATION RECOVERY (1975)
 OC1217
 OC1217'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1975 (RCA)
 OC1217'THE STATION IS LOCATED IN THE TOWN OF YORK ABOUT 3 MILES
 OC1217'WEST-NORTHWEST OF CAPE NEDDICK, 4 MILES SOUTHEAST OF
 OC1217'MT. AGAMENTICUS, 3 MILES NORTH-NORTHWEST OF YORK HARBOR AND ON
 OC1217'PROPERTY OWNED BY THE MAINE TURNPIKE AUTHORITY.
 OC1217'
 OC1217'TO REACH THE STATION FROM THE JUNCTION OF THE MAINE TURNPIKE EXIT
 OC1217'2 AND STATE ROUTES 9 AND 109, TAKE THE ENTRANCE RAMP TO THE MAINE
 OC1217'TURNPIKE AND PROCEED SOUTH FOR 8.6 MILES TO THE MOUNTAIN ROAD
 OC1217'OVERPASS, CONTINUE SOUTH ON THE MAINE TURNPIKE FOR 2.0 MILES TO
 OC1217'THE STATION ON THE LEFT.
 OC1217'
 OC1217'THE STATION IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION DISK
 OC1217'STAMPED CHASES 1974, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OC1217'CONCRETE MONUMENT WHICH PROJECTS 3 INCHES ABOVE THE GROUND.  THE
 OC1217'SUB-SURFACE STATION MARK IS AN ALUMINUM DISK STAMPED CHASES 1974,
 OC1217'SET IN AN IRREGULAR MASS OF CONCRETE WHICH IS 42 INCHES BELOW THE
 OC1217'GROUND.  IT IS 16.8 FEET WEST OF A FENCE LINE, 26.7 FEET
 OC1217'SOUTHWEST OF A CORNER IN THE FENCE, 22.1 FEET SOUTH-SOUTHEAST
 OC1217'OF ANOTHER CORNER IN THE FENCE AND 110.7 FEET EAST OF THE EAST
 OC1217'EDGE OF THE PAVEMENT OF THE NORTHBOUND LANE OF THE MAINE
 OC1217'TURNPIKE.
 OC1217'
 OC1217'REFERENCE MARK 1 IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 OC1217'DISK STAMPED CHASES NO 1 1974, CEMENTED IN A DRILL HOLE IN
 OC1217'OUTCROPPING BEDROCK.  IT IS 76.2 FEET WEST OF A FENCE LINE, 135.5
 OC1217'FEET SOUTHWEST OF A CORNER IN THE FENCE AND 51.5 FEET EAST OF
 OC1217'THE EAST EDGE OF THE PAVEMENT OF THE NORTHBOUND LANE OF THE
 OC1217'MAINE TURNPIKE.
 OC1217'
 OC1217'REFERENCE MARK 2 IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 OC1217'DISK STAMPED CHASES NO 2 1974, CEMENTED IN A DRILL HOLE IN
 OC1217'OUTCROPPING BEDROCK.  IT IS 82.2 FEET WEST OF A FENCE LINE, 56.4
 OC1217'FEET WEST OF A CORNER IN THE FENCE AND 45.5 FEET EAST OF THE EAST
 OC1217'EDGE OF THE PAVEMENT OF THE NORTHBOUND LANE OF THE MAINE
 OC1217'TURNPIKE.
 OC1217'
 OC1217'THE AZIMUTH MARK IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 OC1217'DISK STAMPED CHASES AZI 1974, CEMENTED IN A DRILL HOLE IN
 OC1217'OUTCROPPING BEDROCK WHICH IS FLUSH WITH THE GROUND.  IT IS 3.2
 OC1217'FEET NORTHWEST OF A STANDARD METAL WITNESS POST, 8.7 FEET
 OC1217'NORTHWEST OF THE EDGE OF A LEDGE FACE AND 60.6 FEET NORTHWEST OF
 OC1217'THE WEST EDGE OF THE PAVEMENT OF THE SOUTHBOUND LANE OF THE
 OC1217'MAINE TURNPIKE.
 OC1217'
 OC1217'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ON THE
 OC1217'MAINE TURNPIKE FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT ON
 OC1217'TOP OF A BANK.
 OC1217'
 OC1217'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1219 ***********************************************************************
 OC1219  DESIGNATION -  CHASES RM 1
 OC1219  PID         -  OC1219
 OC1219  STATE/COUNTY-  ME/YORK
 OC1219  USGS QUAD   -  YORK HARBOR (1993)
 OC1219
 OC1219                         *CURRENT SURVEY CONTROL
 OC1219  ___________________________________________________________________
 OC1219* NAD 83(1986)-  43 10 41.     (N)    070 38 57.     (W)     SCALED    
 OC1219* NAVD 88     -        44.773  (meters)     146.89   (feet)  ADJUSTED  
 OC1219  ___________________________________________________________________
 OC1219  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 OC1219  DYNAMIC HT  -          44.766 (meters)     146.87  (feet)  COMP
 OC1219  MODELED GRAV-     980,463.8   (mgal)                       NAVD 88
 OC1219
 OC1219  VERT ORDER  -  SECOND    CLASS I
 OC1219
 OC1219.The horizontal coordinates were scaled from a topographic map and have
 OC1219.an estimated accuracy of +/- 6 seconds.
 OC1219
 OC1219.The orthometric height was determined by differential leveling
 OC1219.and adjusted by the National Geodetic Survey in June 1991..
 OC1219
 OC1219.The geoid height was determined by GEOID03.
 OC1219
 OC1219.The dynamic height is computed by dividing the NAVD 88
 OC1219.geopotential number by the normal gravity value computed on the
 OC1219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1219.degrees latitude (g = 980.6199 gals.).
 OC1219
 OC1219.The modeled gravity was interpolated from observed gravity values.
 OC1219
 OC1219;                    North         East    Units  Estimated Accuracy
 OC1219;SPC ME W     -    38,410.      860,770.      MT  (+/- 180 meters Scaled)
 OC1219
 OC1219                          SUPERSEDED SURVEY CONTROL
 OC1219
 OC1219  NGVD 29 (??/??/92)   45.001  (m)          147.64   (f) ADJ UNCH    2 1
 OC1219
 OC1219.Superseded values are not recommended for survey control.
 OC1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1219.See file dsdata.txt to determine how the superseded data were derived.
 OC1219
 OC1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH659819(NAD 83)
 OC1219_MARKER: DD = SURVEY DISK
 OC1219_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OC1219_SP_SET: CULVERT
 OC1219_STAMPING: CHASES RM-1 1974
 OC1219_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC1219
 OC1219  HISTORY     - Date     Condition        Report By
 OC1219  HISTORY     - 1974     MONUMENTED       MEDT
 OC1219
 OC1219                          STATION DESCRIPTION
 OC1219
 OC1219'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 OC1219'1.25 MI NE FROM YORK.
 OC1219'ABOUT 1.25 MILES NORTHEAST ALONG THE MAINE TURNPIKE NORTHBOUND FROM
 OC1219'TOLL GATE NO. 1 AT YORK.  A DISK SET FLUSH IN A 2 X 3 FOOT LEDGE
 OC1219'OUTCROP, 51.5 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF PAVEMENT, AND
 OC1219'1.5 FEET BELOW THE SURFACE OF THE NORTHBOUND LANE.  ALSO 159 FEET
 OC1219'NORTHEAST OF THE OUTLET END OF THE 36-INCH CONCRETE CULVERT UNDER THE
 OC1219'NORTHBOUND LANE, 77 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE, 11 FEET
 OC1219'SOUTHWEST OF THE SOUTHWEST EDGE OF THE EXPOSED LEDGE CUT AND 108.81
 OC1219'FEET SOUTHWEST OF THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1218 ***********************************************************************
 OC1218  DESIGNATION -  CHASES RM 2
 OC1218  PID         -  OC1218
 OC1218  STATE/COUNTY-  ME/YORK
 OC1218  USGS QUAD   -  YORK HARBOR (1993)
 OC1218
 OC1218                         *CURRENT SURVEY CONTROL
 OC1218  ___________________________________________________________________
 OC1218* NAD 83(1986)-  43 10 41.     (N)    070 38 57.     (W)     SCALED    
 OC1218* NAVD 88     -        48.477  (meters)     159.04   (feet)  ADJUSTED  
 OC1218  ___________________________________________________________________
 OC1218  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 OC1218  DYNAMIC HT  -          48.470 (meters)     159.02  (feet)  COMP
 OC1218  MODELED GRAV-     980,463.8   (mgal)                       NAVD 88
 OC1218
 OC1218  VERT ORDER  -  SECOND    CLASS I
 OC1218
 OC1218.The horizontal coordinates were scaled from a topographic map and have
 OC1218.an estimated accuracy of +/- 6 seconds.
 OC1218
 OC1218.The orthometric height was determined by differential leveling
 OC1218.and adjusted by the National Geodetic Survey in June 1991..
 OC1218
 OC1218.The geoid height was determined by GEOID03.
 OC1218
 OC1218.The dynamic height is computed by dividing the NAVD 88
 OC1218.geopotential number by the normal gravity value computed on the
 OC1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1218.degrees latitude (g = 980.6199 gals.).
 OC1218
 OC1218.The modeled gravity was interpolated from observed gravity values.
 OC1218
 OC1218;                    North         East    Units  Estimated Accuracy
 OC1218;SPC ME W     -    38,410.      860,770.      MT  (+/- 180 meters Scaled)
 OC1218
 OC1218                          SUPERSEDED SURVEY CONTROL
 OC1218
 OC1218  NGVD 29 (??/??/92)   48.705  (m)          159.79   (f) ADJ UNCH    2 1
 OC1218
 OC1218.Superseded values are not recommended for survey control.
 OC1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1218.See file dsdata.txt to determine how the superseded data were derived.
 OC1218
 OC1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH659819(NAD 83)
 OC1218_MARKER: DD = SURVEY DISK
 OC1218_SETTING: 66 = SET IN ROCK OUTCROP
 OC1218_SP_SET: ROCK LEDGE
 OC1218_STAMPING: CHASES RM-2 1974
 OC1218_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC1218+STABILITY: POSITION/ELEVATION WELL
 OC1218
 OC1218  HISTORY     - Date     Condition        Report By
 OC1218  HISTORY     - 1974     MONUMENTED       MEDT
 OC1218
 OC1218                          STATION DESCRIPTION
 OC1218
 OC1218'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 OC1218'1.25 MI NE FROM YORK.
 OC1218'ABOUT 1.25 MILES NORTHEAST ALONG THE MAINE TURNPIKE NORTHBOUND FROM
 OC1218'TOLL GATE NO. 1 AT YORK.  A DISK SET FLUSH IN THE LEDGE 48 FEET
 OC1218'SOUTHEAST OF THE SOUTHEAST EDGE OF PAVEMENT OF THE NORTHBOUND LANE, 94
 OC1218'FEET NORTH OF THE SOUTHERN MOST EXPOSURE, 20 FEET NORTHWEST OF THE
 OC1218'WOODS LINE, 5 FEET SOUTH OF THE 15-FOOT VERTICAL LEDGE FACE, 56 FEET
 OC1218'NORTHWEST OF THE RIGHT-OF-WAY FENCE CORNER AND 65.44 FEET SOUTHEAST OF
 OC1218'THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1479 ***********************************************************************
 OC1479  DESIGNATION -  CHEBEAG IS HAMILTON HOTEL CHIM
 OC1479  PID         -  OC1479
 OC1479  STATE/COUNTY-  ME/CUMBERLAND
 OC1479  USGS QUAD   -  FREEPORT (1970)
 OC1479
 OC1479                         *CURRENT SURVEY CONTROL
 OC1479  ___________________________________________________________________
 OC1479* NAD 83(1996)-  43 45 13.30724(N)    070 05 59.43352(W)     ADJUSTED  
 OC1479* NAVD 88     -                                                        
 OC1479  ___________________________________________________________________
 OC1479  LAPLACE CORR-           3.43  (seconds)                    DEFLEC99
 OC1479  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 OC1479
 OC1479  HORZ ORDER  -  THIRD
 OC1479
 OC1479.The horizontal coordinates were established by classical geodetic methods
 OC1479.and adjusted by the National Geodetic Survey in March 1998..
 OC1479
 OC1479
 OC1479.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1479
 OC1479.The geoid height was determined by GEOID03.
 OC1479
 OC1479;                    North         East     Units Scale Factor Converg.
 OC1479;SPC ME W     -   102,249.686   905,381.644   MT  0.99996702   +0 02 46.4
 OC1479;UTM  19      - 4,845,104.787   411,456.883   MT  0.99969643   -0 45 38.4
 OC1479
 OC1479                          SUPERSEDED SURVEY CONTROL
 OC1479
 OC1479  NAD 83(1992)-  43 45 13.30547(N)    070 05 59.43373(W) AD(       ) 4
 OC1479  NAD 83(1986)-  43 45 13.31130(N)    070 05 59.43899(W) AD(       ) 4
 OC1479  NAD 27      -  43 45 13.08000(N)    070 06 01.34000(W) AD(       ) 3
 OC1479
 OC1479.Superseded values are not recommended for survey control.
 OC1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1479.See file dsdata.txt to determine how the superseded data were derived.
 OC1479
 OC1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ1145745105(NAD 83)
 OC1479_MARKER: 85 = CHIMNEY
 OC1479
 OC1479  HISTORY     - Date     Condition        Report By
 OC1479  HISTORY     - UNK      FIRST OBSERVED
 OC1479  HISTORY     - 1933     GOOD             CGS
 OC1479
 OC1479                          STATION DESCRIPTION
 OC1479
 OC1479'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1479'THIS HOTEL IS A THREESTORY FRAME BUILDING NEAR THE N END OF THE
 OC1479'ISLAND AND IS PAINTED WHITE.  IT BELONGS TO THE CASCO BAY
 OC1479'COMPANY, WHICH ALSO OWNS THE STEAMSHIP LINES.  THE CHIMNEY IS THE
 OC1479'ONLY PROMINENT ONE AND IS NEAR THE CENTER OF THE HOTEL.  A WATER
 OC1479'TANK IS JUST S OF THE HOTEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1787 ***********************************************************************
 OC1787  DESIGNATION -  CHEBEAG RESET
 OC1787  PID         -  OC1787
 OC1787  STATE/COUNTY-  ME/CUMBERLAND
 OC1787  USGS QUAD   -  PORTLAND EAST (1975)
 OC1787
 OC1787                         *CURRENT SURVEY CONTROL
 OC1787  ___________________________________________________________________
 OC1787* NAD 83(1996)-  43 43 16.10204(N)    070 08 00.46877(W)     ADJUSTED  
 OC1787* NAVD 88     -        27.     (meters)      89.     (feet)  SCALED    
 OC1787  ___________________________________________________________________
 OC1787  LAPLACE CORR-           3.57  (seconds)                    DEFLEC99
 OC1787  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 OC1787
 OC1787  HORZ ORDER  -  THIRD
 OC1787
 OC1787.The horizontal coordinates were established by classical geodetic methods
 OC1787.and adjusted by the National Geodetic Survey in March 1998..
 OC1787
 OC1787.The orthometric height was scaled from a topographic map.
 OC1787
 OC1787.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1787
 OC1787.The geoid height was determined by GEOID03.
 OC1787
 OC1787;                    North         East     Units Scale Factor Converg.
 OC1787;SPC ME W     -    98,630.858   902,675.448   MT  0.99996675   +0 01 22.6
 OC1787;UTM  19      - 4,841,525.372   408,700.747   MT  0.99970253   -0 47 00.4
 OC1787
 OC1787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1787!SPC ME W     -   0.99999988  x   0.99996675  =   0.99996663
 OC1787!UTM  19      -   0.99999988  x   0.99970253  =   0.99970241
 OC1787
 OC1787|---------------------------------------------------------------------|
 OC1787| PID    Reference Object                     Distance      Geod. Az  |
 OC1787|                                                           dddmmss.s |
 OC1787| CE7295 CHEBEAG RM 1                          7.310 METERS 02207     |
 OC1787| CE7296 CHEBEAG RM 2                         10.060 METERS 15409     |
 OC1787| OC1650 PEAKS IS STANDPIPE USE              APPROX. 8.6 KM 2141529.9 |
 OC1787| OC1776 COW IS LEDGE BEACON USE             APPROX. 4.9 KM 2453638.4 |
 OC1787| OC1692 BASKET RESET                        APPROX. 3.0 KM 2960013.3 |
 OC1787| OC1683 LOWER BASKET LEDGE SPINDLE USE      APPROX. 2.1 KM 2984856.3 |
 OC1787|---------------------------------------------------------------------|
 OC1787
 OC1787                          SUPERSEDED SURVEY CONTROL
 OC1787
 OC1787  NAD 83(1992)-  43 43 16.10021(N)    070 08 00.46919(W) AD(       ) 3
 OC1787  NAD 83(1986)-  43 43 16.10626(N)    070 08 00.47463(W) AD(       ) 3
 OC1787  NAD 27      -  43 43 15.81400(N)    070 08 02.29900(W) AD(       ) 3
 OC1787
 OC1787.Superseded values are not recommended for survey control.
 OC1787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1787.See file dsdata.txt to determine how the superseded data were derived.
 OC1787
 OC1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0870141525(NAD 83)
 OC1787
 OC1787  HISTORY     - Date     Condition        Report By
 OC1787  HISTORY     - 1909     MONUMENTED       USE
 OC1787  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1787  HISTORY     - 1941     SEE DESCRIPTION  CGS
 OC1787
 OC1787                          STATION DESCRIPTION
 OC1787
 OC1787'DESCRIBED BY US ENGINEERS 1909
 OC1787'STATION IS ON THE S END OF GREAT CHEBEAG ISLAND, CASCO BAY, A
 OC1787'SHORT DISTANCE S OF THE EDGE OF THE WOODS AND NEAR THE COTTAGE
 OC1787'OF E.A. BALLARD.  THE ISLAND IS BARE S OF THE STATION AND A
 OC1787'SUNDIAL IS ON A STUMP 22-1/2 FEET BACK OF THE STATION, AND
 OC1787'NEARLY ON LINE TO A WINDMILL IN THE EDGE OF THE TREES.  THE
 OC1787'STATION IS MARKED BY A HOLE DRILLED IN THE TOP OF AN
 OC1787'OUTCROPPING LEDGE AND THE LETTERS U.S.E. ARE ROUGHLY CUT NEAR
 OC1787'THE STATION.
 OC1787
 OC1787                          STATION RECOVERY (1933)
 OC1787
 OC1787'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1787'THE STATION WAS FOUND AS DESCRIBED EXCEPT THAT THE SUNDIAL
 OC1787'MENTIONED AS 22-1/2 FEET BACK OF THE STATION WAS LYING LOOSE
 OC1787'ON THE GROUND AND THE STUMP WAS NOT THERE.
 OC1787'
 OC1787'IT IS ON THE S END OF GREAT CHEBEAG ISLAND JUST S OF THE
 OC1787'WOODS, 60 METERS SW OF WINDMILL AT EDGE OF THE WOODS, 55 METERS
 OC1787'NE OF AN OLD WELL WHICH IS ACROSS THE MAIN ROAD, 23.6 METERS
 OC1787'FROM S CORNER OF HOUSE AND 32.5 METERS FROM E CORNER OF
 OC1787'HOUSE.  THIS HOUSE IS A GRAY-SHINGLED HOUSE WITH A SWASTIKA IN
 OC1787'A STONE ON THE CHIMNEY.  THE STATION IS 38 METERS NE OF THE
 OC1787'MAIN ROAD AND 18 METERS W OF THE DRIVEWAY LEADING UP BY THE
 OC1787'WINDMILL AND HOUSE.  ALL THREE MARKERS MAY SOON BE OVERGROWN
 OC1787'WITH JUNIPER BUSHES.
 OC1787'
 OC1787'STATION WAS RE-MARKED AND 2 REFERENCE MARKS ESTABLISHED.  ALL
 OC1787'MARKS ARE STANDARD DISKS WEDGED IN DRILL HOLES IN OUTCROPPING
 OC1787'BEDROCK.
 OC1787'
 OC1787'REFERENCE MARK NO. 1 IS N OF THE STATION ON AN OUTCROPPING
 OC1787'LEDGE 1 METER S OF THE PATH LEADING TO THE HOUSE.  REFERENCE
 OC1787'MARK NO. 2 IS SE OF THE STATION ON THE BROW OF THE SLOPE.
 OC1787'
 OC1787'THE STATION IS BEST REACHED BY LANDING JUST E OF THE BAR
 OC1787'BETWEEN GREAT AND LITTLE CHEBEAG ISLANDS NEAR A LARGE WHITE
 OC1787'HOUSE ON THE SIDE OF HILL.  FOLLOW ROAD UP TO ITS INTERSECTION
 OC1787'WITH THE MAIN ROAD AND TURN LEFT.  THE WINDMILL WILL BE VISIBLE
 OC1787'FROM THIS POINT.
 OC1787
 OC1787                          STATION RECOVERY (1941)
 OC1787
 OC1787'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FLP)
 OC1787'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0183 ***********************************************************************
 OC0183  DESIGNATION -  CHEBEAGUE PT
 OC0183  PID         -  OC0183
 OC0183  STATE/COUNTY-  ME/CUMBERLAND
 OC0183  USGS QUAD   -  FREEPORT (1970)
 OC0183
 OC0183                         *CURRENT SURVEY CONTROL
 OC0183  ___________________________________________________________________
 OC0183* NAD 83(1996)-  43 45 30.82891(N)    070 05 47.11158(W)     ADJUSTED  
 OC0183* LOCAL TIDAL -         8.906  (meters)      29.22   (feet)  ADJ UNCH  
 OC0183  ___________________________________________________________________
 OC0183  LAPLACE CORR-           3.41  (seconds)                    DEFLEC99
 OC0183  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 OC0183
 OC0183  HORZ ORDER  -  SECOND
 OC0183  VERT ORDER  -  SECOND    CLASS 0
 OC0183
 OC0183.The horizontal coordinates were established by classical geodetic methods
 OC0183.and adjusted by the National Geodetic Survey in March 1998..
 OC0183
 OC0183.The orthometric height was key entered from printed documents
 OC0183.and not key verified.
 OC0183
 OC0183.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC0183
 OC0183.The geoid height was determined by GEOID03.
 OC0183
 OC0183;                    North         East     Units Scale Factor Converg.
 OC0183;SPC ME W     -   102,790.671   905,656.836   MT  0.99996706   +0 02 54.9
 OC0183;UTM  19      - 4,845,641.697   411,739.590   MT  0.99969581   -0 45 30.1
 OC0183
 OC0183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC0183!SPC ME W     -   1.00000268  x   0.99996706  =   0.99996974
 OC0183!UTM  19      -   1.00000268  x   0.99969581  =   0.99969849
 OC0183
 OC0183|---------------------------------------------------------------------|
 OC0183| PID    Reference Object                     Distance      Geod. Az  |
 OC0183|                                                           dddmmss.s |
 OC0183| OC0185 CHEBEAGUE PT RM 1                    15.867 METERS 04635     |
 OC0183| OC0138 BAILEY ID 168                       APPROX. 8.6 KM 1210435.7 |
 OC0183| OC1527 MARK IS STONE BEACON                APPROX. 7.6 KM 1361944.2 |
 OC0183| OC0184 CHEBEAGUE PT RM 2                    30.279 METERS 15329     |
 OC0183|---------------------------------------------------------------------|
 OC0183
 OC0183                          SUPERSEDED SURVEY CONTROL
 OC0183
 OC0183  NAD 83(1992)-  43 45 30.82709(N)    070 05 47.11171(W) AD(       ) 2
 OC0183  NAD 83(1986)-  43 45 30.83285(N)    070 05 47.11807(W) AD(       ) 2
 OC0183  NAD 27      -  43 45 30.54000(N)    070 05 48.94200(W) AD(       ) 2
 OC0183
 OC0183.Superseded values are not recommended for survey control.
 OC0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0183.See file dsdata.txt to determine how the superseded data were derived.
 OC0183
 OC0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ1174045642(NAD 83)
 OC0183_MARKER: DB = BENCH MARK DISK
 OC0183_SETTING: 66 = SET IN ROCK OUTCROP
 OC0183_SP_SET: BEDROCK OUTCROP
 OC0183_STAMPING: CHEBEAGUE PT 1943
 OC0183_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC0183+STABILITY: POSITION/ELEVATION WELL
 OC0183
 OC0183  HISTORY     - Date     Condition        Report By
 OC0183  HISTORY     - 1943     MONUMENTED       CGS
 OC0183  HISTORY     - 1943     GOOD             CGS
 OC0183
 OC0183                          STATION DESCRIPTION
 OC0183
 OC0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 OC0183'THE STATION IS LOCATED ON THE N END OF CHEBEAGUE ISLAND, 35.5
 OC0183'FT. E OF THE NE CORNER OF THE U.S. ARMY LOOKOUT STATION, ABOUT
 OC0183'150 FT. SE OF THE POINT OF THE ISLAND, AND 100 FT. E OF THE
 OC0183'W SHORELINE.  IT IS A STANDARD STATION DISK, STAMPED CHEBEAGUE
 OC0183'PT 1943 AND SET FLUSH WITH THE ROCK SURFACE IN A SMALL OUTCROP
 OC0183'OF BEDROCK FLUSH WITH THE GROUND.
 OC0183'
 OC0183'REFERENCE MARK 1 IS NE OF THE STATION.  IT IS A STANDARD
 OC0183'REFERENCE-MARK DISK, STAMPED CHEBEAGUE PT NO 1 1943 AND SET IN A
 OC0183'SMALL BEDROCK OUTCROP FLUSH WITH THE ROCK SURFACE.
 OC0183'
 OC0183'REFERENCE MARK 2 IS SE OF THE STATION.  IT IS A STANDARD
 OC0183'REFERENCE-MARK DISK, STAMPED CHEBEAGUE PT NO 2 1943 AND SET
 OC0183'FLUSH WITH THE SURFACE OF A BOULDER ABOUT 4- BY 3-FT. IN
 OC0183'DIAMETER PROJECTING 1 FT.  IT IS 10 FT. S OF THE DIRT ROAD.
 OC0183'
 OC0183'TO REACH THE STATION FROM THE CENTRAL LANDING ON CHEBEAGUE
 OC0183'ISLAND, GO W ON THE MAIN ROAD TO THE TOP OF THE HILL, AND FOLLOW
 OC0183'THE MAIN TRAVELLED ROAD N TO THE N END OF THE ISLAND AND THE
 OC0183'STATION AS DESCRIBED.
 OC0183'
 OC0183'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 OC0183
 OC0183                          STATION RECOVERY (1943)
 OC0183
 OC0183'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 OC0183'1.5 MI N FROM CHEBEAGUE.
 OC0183'1.2 MILES NORTH ALONG A HARD SURFACE ROAD FROM THE POST OFFICE AT
 OC0183'CHEBEAGUE, CUMBERLAND COUNTY, THENCE 0.3 MILE NORTH ALONG A DIRT
 OC0183'ROAD, 250 FEET NORTHEAST OF A TWO-STORY SHINGLE HOUSE, ON THE
 OC0183'NORTH END OF THE ISLAND, 150 FEET SOUTHEAST OF THE POINT OF THE
 OC0183'ISLAND, 100 FEET EAST OF THE WEST SHORE, 88.5 FEET WEST OF THE
 OC0183'CENTER OF A LARGE GUN SET IN CONCRETE, AND IN A SMALL OUTCROP
 OC0183'OF BEDROCK FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0185 ***********************************************************************
 OC0185  DESIGNATION -  CHEBEAGUE PT RM 1
 OC0185  PID         -  OC0185
 OC0185  STATE/COUNTY-  ME/CUMBERLAND
 OC0185  USGS QUAD   -  FREEPORT (1970)
 OC0185
 OC0185                         *CURRENT SURVEY CONTROL
 OC0185  ___________________________________________________________________
 OC0185* NAD 83(1986)-  43 45 30.     (N)    070 05 46.     (W)     SCALED    
 OC0185* LOCAL TIDAL -         7.879  (meters)      25.85   (feet)  ADJ UNCH  
 OC0185  ___________________________________________________________________
 OC0185  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 OC0185
 OC0185  VERT ORDER  -  SECOND    CLASS 0
 OC0185
 OC0185.The horizontal coordinates were scaled from a topographic map and have
 OC0185.an estimated accuracy of +/- 6 seconds.
 OC0185
 OC0185.The orthometric height was key entered from printed documents
 OC0185.and not key verified.
 OC0185
 OC0185.The geoid height was determined by GEOID03.
 OC0185
 OC0185;                    North         East    Units  Estimated Accuracy
 OC0185;SPC ME W     -   102,770.      905,680.      MT  (+/- 180 meters Scaled)
 OC0185
 OC0185                          SUPERSEDED SURVEY CONTROL
 OC0185
 OC0185.No superseded survey control is available for this station.
 OC0185
 OC0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ117456(NAD 83)
 OC0185_MARKER: DR = REFERENCE MARK DISK
 OC0185_SETTING: 80 = SET IN A BOULDER
 OC0185_SP_SET: BOULDER
 OC0185_STAMPING: CHEBEAGUE PT NO 1 1943
 OC0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC0185+STABILITY: SURFACE MOTION
 OC0185
 OC0185  HISTORY     - Date     Condition        Report By
 OC0185  HISTORY     - 1943     MONUMENTED       CGS
 OC0185
 OC0185                          STATION DESCRIPTION
 OC0185
 OC0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 OC0185'1.5 MI N FROM CHEBEAGUE.
 OC0185'52.0 FEET NORTHWEST OF TRIANGULATION STATION CHEBEAGUE PT.
 OC0185'DESCRIBED ABOVE, 310 FEET NORTHEAST OF A TWO-STORY SHINGLE
 OC0185'HOUSE, 60.5 FEET NORTHWEST OF A LARGE GUN SET IN CONCRETE, 50
 OC0185'FEET EAST OF THE WEST SHORELINE, AND IN A LARGE ROCK FLUSH WITH
 OC0185'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0184 ***********************************************************************
 OC0184  DESIGNATION -  CHEBEAGUE PT RM 2
 OC0184  PID         -  OC0184
 OC0184  STATE/COUNTY-  ME/CUMBERLAND
 OC0184  USGS QUAD   -  FREEPORT (1970)
 OC0184
 OC0184                         *CURRENT SURVEY CONTROL
 OC0184  ___________________________________________________________________
 OC0184* NAD 83(1986)-  43 45 30.     (N)    070 05 46.     (W)     SCALED    
 OC0184* LOCAL TIDAL -         7.096  (meters)      23.28   (feet)  ADJ UNCH  
 OC0184  ___________________________________________________________________
 OC0184  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 OC0184
 OC0184  VERT ORDER  -  SECOND    CLASS 0
 OC0184
 OC0184.The horizontal coordinates were scaled from a topographic map and have
 OC0184.an estimated accuracy of +/- 6 seconds.
 OC0184
 OC0184.The orthometric height was key entered from printed documents
 OC0184.and not key verified.
 OC0184
 OC0184.The geoid height was determined by GEOID03.
 OC0184
 OC0184;                    North         East    Units  Estimated Accuracy
 OC0184;SPC ME W     -   102,770.      905,680.      MT  (+/- 180 meters Scaled)
 OC0184
 OC0184                          SUPERSEDED SURVEY CONTROL
 OC0184
 OC0184.No superseded survey control is available for this station.
 OC0184
 OC0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ117456(NAD 83)
 OC0184_MARKER: DR = REFERENCE MARK DISK
 OC0184_SETTING: 80 = SET IN A BOULDER
 OC0184_SP_SET: BOULDER
 OC0184_STAMPING: CHEBEAGUE PT NO 2 1943
 OC0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC0184+STABILITY: SURFACE MOTION
 OC0184
 OC0184  HISTORY     - Date     Condition        Report By
 OC0184  HISTORY     - 1943     MONUMENTED       CGS
 OC0184
 OC0184                          STATION DESCRIPTION
 OC0184
 OC0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 OC0184'1.5 MI N FROM CHEBEAGUE.
 OC0184'99.0 FEET SOUTHEAST OF TRIANGULATION STATION CHEBEAGUE PT.
 OC0184'DESCRIBED ABOVE, 240 FEET EAST-SOUTHEAST OF A TWO-STORY SHINGLE
 OC0184'HOUSE, 35 FEET NORTH OF THE CENTER OF A DIRT ROAD, AND IN THE
 OC0184'TOP OF A LARGE BOULDER PROJECTING ABOUT 1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2471 ***********************************************************************
 PE2471  DESIGNATION -  CHELSEA RAD STA WRDO MAST
 PE2471  PID         -  PE2471
 PE2471  STATE/COUNTY-  ME/KENNEBEC
 PE2471  USGS QUAD   -  AUGUSTA (1991)
 PE2471
 PE2471                         *CURRENT SURVEY CONTROL
 PE2471  ___________________________________________________________________
 PE2471* NAD 83(1996)-  44 17 31.53600(N)    069 46 23.81797(W)     ADJUSTED  
 PE2471* NAVD 88     -                                                        
 PE2471  ___________________________________________________________________
 PE2471  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 PE2471  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 PE2471
 PE2471  HORZ ORDER  -  THIRD
 PE2471
 PE2471.The horizontal coordinates were established by classical geodetic methods
 PE2471.and adjusted by the National Geodetic Survey in March 1998..
 PE2471
 PE2471
 PE2471.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2471
 PE2471.The geoid height was determined by GEOID03.
 PE2471
 PE2471;                    North         East     Units Scale Factor Converg.
 PE2471;SPC ME W     -   162,143.511   931,395.581   MT  0.99997878   +0 16 29.0
 PE2471;UTM  19      - 4,904,606.562   438,307.658   MT  0.99964681   -0 32 24.0
 PE2471
 PE2471                          SUPERSEDED SURVEY CONTROL
 PE2471
 PE2471  NAD 83(1992)-  44 17 31.53473(N)    069 46 23.81634(W) AD(       ) 4
 PE2471  NAD 83(1986)-  44 17 31.54009(N)    069 46 23.82147(W) AD(       ) 4
 PE2471  NAD 27      -  44 17 31.29588(N)    069 46 25.66423(W) AD(       ) 3
 PE2471
 PE2471.Superseded values are not recommended for survey control.
 PE2471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2471.See file dsdata.txt to determine how the superseded data were derived.
 PE2471
 PE2471_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK3830804607(NAD 83)
 PE2471_MARKER: 42 = RADIO/TV MAST
 PE2471
 PE2471  HISTORY     - Date     Condition        Report By
 PE2471  HISTORY     - 1974     FIRST OBSERVED   NGS
 PE2471
 PE2471                          STATION DESCRIPTION
 PE2471
 PE2471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (RCA)
 PE2471'THE STATION, AUGUSTA RADIO STATION MAST WRDO, IS THE TOP-CENTER
 PE2471'OF THE 165 FOOT STEEL 4 LEGGED TOWER LOCATED ON THE WEST SIDE
 PE2471'OF DOCTOR MANN ROAD 0.1 MILES FROM JUNCTION ROUTE 9 AND DOCTOR
 PE2471'MANN ROAD IN TOWN OF CHELSEA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0810 ***********************************************************************
 PD0810  DESIGNATION -  CHERRY ISLAND REF MARK IBC
 PD0810  PID         -  PD0810
 PD0810  STATE/COUNTY-  ME/WASHINGTON
 PD0810  USGS QUAD   -  EASTPORT (1977)
 PD0810
 PD0810                         *CURRENT SURVEY CONTROL
 PD0810  ___________________________________________________________________
 PD0810* NAD 83(1996)-  44 55 07.05095(N)    066 58 00.25350(W)     ADJUSTED  
 PD0810* NAVD 88     -                                                        
 PD0810  ___________________________________________________________________
 PD0810  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 PD0810  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 PD0810
 PD0810  HORZ ORDER  -  THIRD
 PD0810
 PD0810.The horizontal coordinates were established by classical geodetic methods
 PD0810.and adjusted by the National Geodetic Survey in March 1998..
 PD0810
 PD0810
 PD0810.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0810
 PD0810.The geoid height was determined by GEOID03.
 PD0810
 PD0810;                    North         East     Units Scale Factor Converg.
 PD0810;SPC ME E     -   140,244.985   421,051.886   MT  1.00008013   +1 04 58.0
 PD0810;UTM  19      - 4,975,921.792   660,479.038   MT  0.99991668   +1 26 09.6
 PD0810
 PD0810                          SUPERSEDED SURVEY CONTROL
 PD0810
 PD0810  NAD 83(1992)-  44 55 07.03995(N)    066 58 00.25481(W) AD(       ) 3
 PD0810  NAD 83(1986)-  44 55 07.03766(N)    066 58 00.25412(W) AD(       ) 3
 PD0810  NAD 27      -  44 55 06.73300(N)    066 58 02.33700(W) AD(       ) 3
 PD0810
 PD0810.Superseded values are not recommended for survey control.
 PD0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0810.See file dsdata.txt to determine how the superseded data were derived.
 PD0810
 PD0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK6047975922(NAD 83)
 PD0810_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PD0810_SETTING: 66 = SET IN ROCK OUTCROP
 PD0810_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 PD0810_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0810_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0810+STABILITY: POSITION/ELEVATION WELL
 PD0810
 PD0810  HISTORY     - Date     Condition        Report By
 PD0810  HISTORY     - 1913     MONUMENTED       IBC
 PD0810  HISTORY     - 1972     GOOD             IBC
 PD0810  HISTORY     - 1985     GOOD             NOS
 PD0810
 PD0810                          STATION DESCRIPTION
 PD0810
 PD0810'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1913 (AJB)
 PD0810'ON CHERRY ISLAND, PASSAMAQUODDY BAY, NEAR CHERRY ISLAND TOWER AND
 PD0810'RANGE MARK 17.  (SEE CHERRY ISLAND TOWER).  THE STATION IS 23.23
 PD0810'METERS SE OF RANGE MARK 17.
 PD0810'
 PD0810'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE IN EXPOSED ROCK.
 PD0810
 PD0810                          STATION RECOVERY (1972)
 PD0810
 PD0810'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 PD0810'RECOVERED IN GOOD CONDITION.
 PD0810
 PD0810                          STATION RECOVERY (1985)
 PD0810
 PD0810'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1985 (WVH)
 PD0810'THE STATION WAS RECOVERED AT THIS DATE.
 PD0810'FOUND IN GOOD CONDITION.
 PD0810'
 PD0810'DESCRIBED BY G.E.L.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0765 ***********************************************************************
 RF0765  DESIGNATION -  CHESUNCOOK
 RF0765  PID         -  RF0765
 RF0765  STATE/COUNTY-  ME/PISCATAQUIS
 RF0765  USGS QUAD   -  CHESUNCOOK (1988)
 RF0765
 RF0765                         *CURRENT SURVEY CONTROL
 RF0765  ___________________________________________________________________
 RF0765* NAD 83(1996)-  46 03 07.63962(N)    069 24 32.66158(W)     ADJUSTED  
 RF0765* NAVD 88     -       337.7    (meters)    1108.     (feet)  VERTCON   
 RF0765  ___________________________________________________________________
 RF0765  LAPLACE CORR-           4.77  (seconds)                    DEFLEC99
 RF0765  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 RF0765
 RF0765  HORZ ORDER  -  SECOND
 RF0765
 RF0765.The horizontal coordinates were established by classical geodetic methods
 RF0765.and adjusted by the National Geodetic Survey in March 1998..
 RF0765
 RF0765.The NAVD 88 height was computed by applying the VERTCON shift value to
 RF0765.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RF0765
 RF0765.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0765
 RF0765.The geoid height was determined by GEOID03.
 RF0765
 RF0765;                    North         East     Units Scale Factor Converg.
 RF0765;SPC ME E     -   265,468.656   229,653.523   MT  0.99996082   -0 39 16.3
 RF0765;SPC ME W     -   357,941.849   958,628.588   MT  1.00000891   +0 32 43.7
 RF0765;UTM  19      - 5,099,919.979   468,354.322   MT  0.99961231   -0 17 40.3
 RF0765
 RF0765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0765!SPC ME E     -   0.99995090  x   0.99996082  =   0.99991172
 RF0765!SPC ME W     -   0.99995090  x   1.00000891  =   0.99995981
 RF0765!UTM  19      -   0.99995090  x   0.99961231  =   0.99956323
 RF0765
 RF0765|---------------------------------------------------------------------|
 RF0765| PID    Reference Object                     Distance      Geod. Az  |
 RF0765|                                                           dddmmss.s |
 RF0765| DA5374 CHESUNCOOK RM 1                      13.756 METERS 08319     |
 RF0765| RF0776 LITTLE RUSSELL                      APPROX.28.8 KM 2851250.8 |
 RF0765| DA5375 CHESUNCOOK RM 2                      15.848 METERS 32729     |
 RF0765|---------------------------------------------------------------------|
 RF0765
 RF0765                          SUPERSEDED SURVEY CONTROL
 RF0765
 RF0765  NAD 83(1992)-  46 03 07.63915(N)    069 24 32.65264(W) AD(       ) 2
 RF0765  NAD 83(1986)-  46 03 07.64378(N)    069 24 32.66576(W) AD(       ) 2
 RF0765  NAD 27      -  46 03 07.49500(N)    069 24 34.46500(W) AD(       ) 2
 RF0765  NGVD 29 (07/19/86)  337.9    (m)         1109.     (f) VERT ANG       
 RF0765
 RF0765.Superseded values are not recommended for survey control.
 RF0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0765.See file dsdata.txt to determine how the superseded data were derived.
 RF0765
 RF0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL6835499920(NAD 83)
 RF0765
 RF0765  HISTORY     - Date     Condition        Report By
 RF0765  HISTORY     - 1955     MONUMENTED       CGS
 RF0765
 RF0765                          STATION DESCRIPTION
 RF0765
 RF0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 RF0765'STATION IS LOCATED ON THE SOUTHWEST SIDE OF CHESUNCOOK LAKE,
 RF0765'AIRLINE, ABOUT 26 MILES NORTH OF KOKADJO, 1/2 MILE SOUTH OF A
 RF0765'GROUP OF BUILDINGS ALONG THE SHORE OF CHESUNCOOK LAKE CALLED
 RF0765'CHESUNCOOK VILLAGE, 1/3 MILE SOUTHWEST OF THE SOUTHWEST SHORE OF
 RF0765'THE LAKE AND ON THE FIRST LOW RIDGE SOUTH OF THE VILLAGE.
 RF0765'
 RF0765'STATION IS REACHED AS FOLLOWS--A FLOAT PLANE WAS USED TO FLY
 RF0765'TO THE VILLAGE AS THERE ARE NO ROADS LEADING TO THE VILLAGE
 RF0765'THAT CAN BE USED IN THE SUMMER.  FROM THE VILLAGE GO SOUTH
 RF0765'SOUTHEAST ALONG A TRACK ROAD FOR ABOUT 1/2 MILE TO THE U.S. POST
 RF0765'OFFICE OF CHESUNCOOK VILLAGE.  FROM HERE FOLLOW AN OLD TOTE
 RF0765'ROAD SOUTHWEST AND SOUTH FOR ABOUT 1/3 MILE TO THE FIRST LOW
 RF0765'RIDGE AND THE STATION.  A 46 FOOT POLE TOWER WAS ERECTED ALONG
 RF0765'SIDE OF A 50 FOOT PINE TREE WITH A LARGE TRIANGLE BLAZE ON IT.
 RF0765'THE TIMBER IS VERY DENSE AT THE STATION BUT SOME REMAINS OF THE
 RF0765'POLE TOWER SHOULD BE SEEN.
 RF0765'
 RF0765'STATION MARK, STAMPED CHESUNCOOK 1955, IS A STANDARD DISK
 RF0765'BRAZED TO THE TOP OF A 2 INCH CAST IRON PIPE CEMENTED IN THE
 RF0765'GROUND AND PROJECTING 7 INCHES.  IT IS 4.1 FEET NORTH NORTHWEST
 RF0765'OF A 2 FOOT PINE TREE WITH A TRIANGLE BLAZED ON IT.
 RF0765'
 RF0765'REFERENCE MARK NUMBER 1, STAMPED CHESUNCOOK NO 1 1955, IS A
 RF0765'STANDARD DISK BRAZED TO THE TOP OF A 1-1/2 INCH PIPE CEMENTED
 RF0765'IN THE GROUND, PROJECTING 4 INCHES AND AT ABOUT THE SAME ELEVATION
 RF0765'AS THE STATION.
 RF0765'
 RF0765'REFERENCE MARK NUMBER 2, STAMPED CHESUNCOOK NO 2 1955, IS A
 RF0765'STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER 12 BY 24
 RF0765'INCHES, PROJECTING 4 INCHES AND AT ABOUT THE SAME ELEVATION
 RF0765'AS THE STATION.
 RF0765'
 RF0765'NO SUITABLE PLACE WAS FOUND FOR AN AZIMUTH MARK.
 RF0765'
 RF0765'HEIGHT OF LIGHT ABOVE STATION MARK 14.03 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0694 ***********************************************************************
 QF0694  DESIGNATION -  CHICKS CHIMNEY
 QF0694  PID         -  QF0694
 QF0694  STATE/COUNTY-  ME/WASHINGTON
 QF0694  USGS QUAD   -  DEVILS HEAD (1977)
 QF0694
 QF0694                         *CURRENT SURVEY CONTROL
 QF0694  ___________________________________________________________________
 QF0694* NAD 83(1996)-  45 09 24.02392(N)    067 10 47.75015(W)     ADJUSTED  
 QF0694* NAVD 88     -                                                        
 QF0694  ___________________________________________________________________
 QF0694  LAPLACE CORR-           3.33  (seconds)                    DEFLEC99
 QF0694  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 QF0694
 QF0694  HORZ ORDER  -  THIRD
 QF0694
 QF0694.The horizontal coordinates were established by classical geodetic methods
 QF0694.and adjusted by the National Geodetic Survey in March 1998..
 QF0694
 QF0694
 QF0694.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0694
 QF0694.The geoid height was determined by GEOID03.
 QF0694
 QF0694;                    North         East     Units Scale Factor Converg.
 QF0694;SPC ME E     -   166,401.222   403,788.831   MT  1.00003241   +0 56 09.8
 QF0694;UTM  19      - 5,001,966.407   643,057.735   MT  0.99985164   +1 17 26.6
 QF0694
 QF0694                          SUPERSEDED SURVEY CONTROL
 QF0694
 QF0694  NAD 83(1992)-  45 09 24.01830(N)    067 10 47.74870(W) AD(       ) 4
 QF0694  NAD 83(1986)-  45 09 24.02115(N)    067 10 47.75235(W) AD(       ) 4
 QF0694  NAD 27      -  45 09 23.76000(N)    067 10 49.79000(W) AD(       ) 3
 QF0694
 QF0694.Superseded values are not recommended for survey control.
 QF0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0694.See file dsdata.txt to determine how the superseded data were derived.
 QF0694
 QF0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL4305801966(NAD 83)
 QF0694
 QF0694  HISTORY     - Date     Condition        Report By
 QF0694  HISTORY     - UNK      MONUMENTED
 QF0694  HISTORY     - 1949     SEE DESCRIPTION  CGS
 QF0694
 QF0694                          STATION DESCRIPTION
 QF0694
 QF0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (ERM)
 QF0694'STATION HAS NOT CHANGED FOR THE PAST 50 YEARS.  INFORMATION
 QF0694'PRIOR TO THAT DATE COULD NOT BE OBTAINED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2401 ***********************************************************************
 PE2401  CBN         -  This is a Cooperative Base Network Control Station.
 PE2401  DESIGNATION -  CHINA
 PE2401  PID         -  PE2401
 PE2401  STATE/COUNTY-  ME/KENNEBEC
 PE2401  USGS QUAD   -  CHINA LAKE (1983)
 PE2401
 PE2401                         *CURRENT SURVEY CONTROL
 PE2401  ___________________________________________________________________
 PE2401* NAD 83(1996)-  44 26 27.04005(N)    069 31 37.88696(W)     ADJUSTED  
 PE2401* NAVD 88     -       103.2    (meters)     339.     (feet)  GPS OBS   
 PE2401  ___________________________________________________________________
 PE2401  X           -   1,595,397.192 (meters)                     COMP
 PE2401  Y           -  -4,273,264.775 (meters)                     COMP
 PE2401  Z           -   4,443,251.672 (meters)                     COMP
 PE2401  LAPLACE CORR-           4.25  (seconds)                    DEFLEC99
 PE2401  ELLIP HEIGHT-          77.66  (meters)          (04/26/01) GPS OBS
 PE2401  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 PE2401
 PE2401  HORZ ORDER  -  A
 PE2401  ELLP ORDER  -  FOURTH    CLASS I
 PE2401
 PE2401.The horizontal coordinates were established by GPS observations
 PE2401.and adjusted by the National Geodetic Survey in April 2001..
 PE2401
 PE2401.The orthometric height was determined by GPS observations and a
 PE2401.high-resolution geoid model.
 PE2401
 PE2401.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PE2401
 PE2401.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2401
 PE2401.The ellipsoidal height was determined by GPS observations
 PE2401.and is referenced to NAD 83.
 PE2401
 PE2401.The geoid height was determined by GEOID03.
 PE2401
 PE2401;                    North         East     Units Scale Factor Converg.
 PE2401;SPC ME W     -   178,795.744   950,906.955   MT  0.99999852   +0 26 51.9
 PE2401;UTM  19      - 4,920,973.502   458,047.149   MT  0.99962164   -0 22 08.9
 PE2401
 PE2401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2401!SPC ME W     -   0.99998782  x   0.99999852  =   0.99998634
 PE2401!UTM  19      -   0.99998782  x   0.99962164  =   0.99960947
 PE2401
 PE2401:                Primary Azimuth Mark                     Grid Az
 PE2401:SPC ME W     -  CHINA AZ MK                              189 34 18.5
 PE2401:UTM  19      -  CHINA AZ MK                              190 23 19.3
 PE2401
 PE2401|---------------------------------------------------------------------|
 PE2401| PID    Reference Object                     Distance      Geod. Az  |
 PE2401|                                                           dddmmss.s |
 PE2401| CE7845 CHINA AZ MK                                        1900110.4 |
 PE2401| PE2409 MT COOK LOT                         APPROX.11.2 KM 2983259.5 |
 PE2401| PE2403 VASSALBORO NETT MW                  APPROX. 5.5 KM 3235410.0 |
 PE2401| PE2402 CHINA PT A                           16.919 METERS 34412     |
 PE2401|---------------------------------------------------------------------|
 PE2401
 PE2401                          SUPERSEDED SURVEY CONTROL
 PE2401
 PE2401  NAD 83(1996)-  44 26 27.04087(N)    069 31 37.88608(W) AD(       ) 2
 PE2401  NAD 83(1992)-  44 26 27.03899(N)    069 31 37.88321(W) AD(       ) 2
 PE2401  NAD 83(1986)-  44 26 27.04468(N)    069 31 37.88976(W) AD(       ) 2
 PE2401  NAD 27      -  44 26 26.79937(N)    069 31 39.74664(W) AD(       ) 2
 PE2401  NGVD 29 (07/19/86)  103.9    (m)          341.     (f) VERT ANG       
 PE2401
 PE2401.Superseded values are not recommended for survey control.
 PE2401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2401.See file dsdata.txt to determine how the superseded data were derived.
 PE2401
 PE2401_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK5804720974(NAD 83)
 PE2401_MARKER: DD = SURVEY DISK
 PE2401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE2401_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PE2401_STAMPING: CHINA 7 16 74
 PE2401_MARK LOGO: MEDT  
 PE2401_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PE2401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE2401+STABILITY: SURFACE MOTION
 PE2401_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE2401+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2000
 PE2401
 PE2401  HISTORY     - Date     Condition        Report By
 PE2401  HISTORY     - 1974     MONUMENTED       MEDT
 PE2401  HISTORY     - 20000720 GOOD             MEDT
 PE2401
 PE2401                          STATION DESCRIPTION
 PE2401
 PE2401'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974 (RCA)
 PE2401'THE STATION IS LOCATED IN THE TOWN OF CHINA ABOUT 4 MILES
 PE2401'EAST-SOUTHEAST OF EAST VASSALBORO, 3-1/2 MILES NORTHEAST OF THE
 PE2401'VILLAGE OF SOUTH CHINA AND 2.75 MILES SOUTH-SOUTHWEST OF THE
 PE2401'VILLAGE OF CHINA ON THE EAST SIDE OF CHINA LAKE.
 PE2401'
 PE2401'TO REACH THE STATION FROM THE U.S. POST OFFICE IN CHINA, GO NORTH
 PE2401'FOR 0.1 MILE TO THE JUNCTION WITH U.S. ROUTE 202 AND STATE ROUTE 9,
 PE2401'TURN RIGHT AND GO SOUTHWEST ON U.S. ROUTE 202 AND STATE ROUTE 9
 PE2401'FOR 3.35 MILES TO THE STATION ON THE RIGHT NEAR THE CHINA
 PE2401'ELEMENTARY SCHOOL ACROSS THE ROAD.
 PE2401'
 PE2401'THE STATION IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION DISK
 PE2401'STAMPED CHINA 1974, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 PE2401'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND.  THE SUBSURFACE
 PE2401'STATION MARK IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 PE2401'DISK STAMPED CHINA 1974, SET IN IRREGULAR MASS OF CONCRETE ABOUT
 PE2401'45 INCHES BELOW THE GROUND.  IT IS 23.5 FEET NORTHWEST OF POWER
 PE2401'POLE NUMBER 115, 37.7 FEET WEST OF THE CENTER LINE OF U.S.
 PE2401'ROUTE 202 AND STATE ROUTE 9, 171.7 FEET WEST-NORTHWEST OF THE
 PE2401'NORTHWEST CORNER OF THE CHINA ELEMENTARY SCHOOL AND 5.3 SOUTH OF
 PE2401'A METAL WITNESS POST.
 PE2401'
 PE2401'THE AZIMUTH MARK IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 PE2401'DISK STAMPED CHINA AZ MK 1974,CEMENTED IN A DRILL HOLE IN
 PE2401'OUTCROPPING BEDROCK AND IS ABOUT 4 INCHES BELOW THE GROUND
 PE2401'SURFACE.  IT IS 27.5 FEET NORTH OF A POWER POLE, 60.5 FEET NORTH
 PE2401'OF THE WEST END OF A STONE WALL, 32.5 FEET EAST OF THE CENTER
 PE2401'LINE OF U.S. ROUTE 202 AND STATE ROUTE 9 AND 4.6 FEET WEST OF A
 PE2401'METAL WITNESS POST.
 PE2401'
 PE2401'THERE WERE NO REFERENCE MARKS ESTABLISHED AT THIS TIME.
 PE2401'
 PE2401'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 PE2401
 PE2401                          STATION RECOVERY (2000)
 PE2401
 PE2401'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 2000 (TL)
 PE2401'RECOVERED AS DESCRIBED.  LOCATED 23.5 FT (7.2 M) NORTHWEST OF UTILITY
 PE2401'POLE NUMBER 115.01 0001 CT CO, 21.8 FT (6.6 M) NORTH-NORTHEAST OF A
 PE2401'GUY ANCHOR TO UTILITY POLE, 16 FT (4.9 M) SOUTH-SOUTHWEST OF SIGN --NO
 PE2401'PARKING ANYTIME--.  STATION IS ALSO ABOUT 170 FT (51.8 M) NORTH OF THE
 PE2401'CENTERLINE OF FIRE ROAD 37 AND ABOUT 75 FT (22.9 M) NORTHEAST OF A NEW
 PE2401'1 1/2 STORY HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1811 ***********************************************************************
 QF1811  DESIGNATION -  CHUB TABLET IBC
 QF1811  PID         -  QF1811
 QF1811  STATE/COUNTY-  ME/AROOSTOOK
 QF1811  USGS QUAD   -  NORTH AMITY (1989)
 QF1811
 QF1811                         *CURRENT SURVEY CONTROL
 QF1811  ___________________________________________________________________
 QF1811* NAD 83(1996)-  45 53 29.84498(N)    067 47 22.56405(W)     ADJUSTED  
 QF1811* NAVD 88     -       136.     (meters)     446.     (feet)  SCALED    
 QF1811  ___________________________________________________________________
 QF1811  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 QF1811  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 QF1811
 QF1811  HORZ ORDER  -  THIRD
 QF1811
 QF1811.The horizontal coordinates were established by classical geodetic methods
 QF1811.and adjusted by the National Geodetic Survey in March 1998..
 QF1811
 QF1811.The orthometric height was scaled from a topographic map.
 QF1811
 QF1811.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1811
 QF1811.The geoid height was determined by GEOID03.
 QF1811
 QF1811;                    North         East     Units Scale Factor Converg.
 QF1811;SPC ME E     -   247,474.511   355,131.625   MT  0.99993735   +0 30 36.3
 QF1811;UTM  19      - 5,082,718.514   593,906.595   MT  0.99970841   +0 52 09.0
 QF1811
 QF1811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1811!SPC ME E     -   0.99998241  x   0.99993735  =   0.99991976
 QF1811!UTM  19      -   0.99998241  x   0.99970841  =   0.99969082
 QF1811
 QF1811                          SUPERSEDED SURVEY CONTROL
 QF1811
 QF1811  NAD 83(1992)-  45 53 29.84249(N)    067 47 22.56343(W) AD(       ) 4
 QF1811  NAD 83(1986)-  45 53 29.50405(N)    067 47 21.59761(W) AD(       ) 4
 QF1811  NAD 27      -  45 53 29.74752(N)    067 47 24.71588(W) AD(       ) 3
 QF1811
 QF1811.Superseded values are not recommended for survey control.
 QF1811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1811.See file dsdata.txt to determine how the superseded data were derived.
 QF1811
 QF1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9390782719(NAD 83)
 QF1811_MARKER: DD = SURVEY DISK
 QF1811_SETTING: 80 = SET IN A BOULDER
 QF1811_SP_SET: SET IN A DRILL HOLE IN A BOULDER
 QF1811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1811+STABILITY: SURFACE MOTION
 QF1811
 QF1811  HISTORY     - Date     Condition        Report By
 QF1811  HISTORY     - 1912     MONUMENTED       IBC
 QF1811  HISTORY     - 1955     GOOD             IBC
 QF1811  HISTORY     - 1972     GOOD             IBC
 QF1811
 QF1811                          STATION DESCRIPTION
 QF1811
 QF1811'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (JEM)
 QF1811'ON MONUMENT BROOK, ABOUT 300 METERS BELOW THE LOWER, OR EATON, DAM,
 QF1811'AND ABOUT 2 MILES ABOVE THE MOUTH OF GREENLEAF BROOK.  THE STATION IS
 QF1811'IN THE WOODS, BACK ABOUT 30 METERS FROM THE STREAM.
 QF1811'
 QF1811'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE IN A
 QF1811'GRAYISH - BLUE STONE WHOSE EXPOSED DIMENSIONS ARE 1.0 BY 0.8 BY 0.26
 QF1811'METER HIGH.  THE DISK IS SURROUNDED BY A TRIANGLE CUT IN THE ROCK.
 QF1811
 QF1811                          STATION RECOVERY (1955)
 QF1811
 QF1811'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1811'STATION RECOVERED IN GOOD CONDITION.
 QF1811
 QF1811                          STATION RECOVERY (1972)
 QF1811
 QF1811'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1811'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2379 ***********************************************************************
 PE2379  DESIGNATION -  CHURCH 1860
 PE2379  PID         -  PE2379
 PE2379  STATE/COUNTY-  ME/LINCOLN
 PE2379  USGS QUAD   -  WALDOBORO EAST (1988)
 PE2379
 PE2379                         *CURRENT SURVEY CONTROL
 PE2379  ___________________________________________________________________
 PE2379* NAD 83(1996)-  44 02 28.17599(N)    069 19 49.52169(W)     ADJUSTED  
 PE2379* NAVD 88     -        47.     (meters)     154.     (feet)  SCALED    
 PE2379  ___________________________________________________________________
 PE2379  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 PE2379  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 PE2379
 PE2379  HORZ ORDER  -  THIRD
 PE2379
 PE2379.The horizontal coordinates were established by classical geodetic methods
 PE2379.and adjusted by the National Geodetic Survey in March 1998..
 PE2379
 PE2379.The orthometric height was scaled from a topographic map.
 PE2379
 PE2379.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2379
 PE2379.The geoid height was determined by GEOID03.
 PE2379
 PE2379;                    North         East     Units Scale Factor Converg.
 PE2379;SPC ME W     -   134,526.624   967,023.410   MT  1.00002189   +0 34 52.9
 PE2379;SPC ME E     -    41,940.854   233,447.594   MT  0.99995446   -0 34 38.3
 PE2379;UTM  19      - 4,876,497.474   473,526.970   MT  0.99960862   -0 13 46.9
 PE2379
 PE2379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2379!SPC ME W     -   0.99999665  x   1.00002189  =   1.00001853
 PE2379!SPC ME E     -   0.99999665  x   0.99995446  =   0.99995111
 PE2379!UTM  19      -   0.99999665  x   0.99960862  =   0.99960527
 PE2379
 PE2379:                Primary Azimuth Mark                     Grid Az
 PE2379:SPC ME W     -  RED ROOFED HOUSE SOUTH CHIMNEY           266 55 54.3
 PE2379:SPC ME E     -  RED ROOFED HOUSE SOUTH CHIMNEY           268 05 25.5
 PE2379:UTM  19      -  RED ROOFED HOUSE SOUTH CHIMNEY           267 44 34.1
 PE2379
 PE2379|---------------------------------------------------------------------|
 PE2379| PID    Reference Object                     Distance      Geod. Az  |
 PE2379|                                                           dddmmss.s |
 PE2379| PE2395 RED ROOFED HOUSE SOUTH CHIMNEY      APPROX. 6.8 KM 2673047.2 |
 PE2379| PE2387 STAHL 1860                          APPROX. 3.7 KM 2781501.4 |
 PE2379| PE2373 SQUARE YELLOW HOUSE CHIMNEY         APPROX. 1.7 KM 3062046.6 |
 PE2379| PE2374 ONE STORY WHITE HOUSE CHIMNEY       APPROX. 3.1 KM 3345314.6 |
 PE2379|---------------------------------------------------------------------|
 PE2379
 PE2379                          SUPERSEDED SURVEY CONTROL
 PE2379
 PE2379  NAD 83(1992)-  44 02 28.18214(N)    069 19 49.50629(W) AD(       ) 3
 PE2379  NAD 83(1986)-  44 02 28.18642(N)    069 19 49.51249(W) AD(       ) 3
 PE2379  NAD 27      -  44 02 27.87000(N)    069 19 51.32000(W) AD(       ) 3
 PE2379
 PE2379.Superseded values are not recommended for survey control.
 PE2379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2379.See file dsdata.txt to determine how the superseded data were derived.
 PE2379
 PE2379_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ7352776497(NAD 83)
 PE2379
 PE2379  HISTORY     - Date     Condition        Report By
 PE2379  HISTORY     - 1860     MONUMENTED       CGS
 PE2379  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2379  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2379
 PE2379                          STATION DESCRIPTION
 PE2379
 PE2379'DESCRIBED BY COAST AND GEODETIC SURVEY 1860 (FPW)
 PE2379'THE STATION IS THE BELFRY OF THE CONGREGATIONAL CHURCH ON THE E
 PE2379'SIDE OF MEDOMAK RIVER ABOUT 4-1/2 MILES BELOW WALDOBORO.  THE
 PE2379'STATION IS MARKED BY A COPPER TACK IN THE FLOOR AND IT IS
 PE2379'SURROUNDED BY 4 OTHERS, EACH 2 INCHES FROM THE CENTER ONE.  AN
 PE2379'ECCENTRIC POINT WAS OCCUPIED AND THIS WAS 3 FEET W OF THE CENTRAL
 PE2379'POINT.  THE DISTANCES OF THE CENTRAL POINT FROM THE FOUR CORNER
 PE2379'POSTS OF THE BELFRY ARE--NE POST, 5 FEET 8 INCHES.  SE POST, 5
 PE2379'FEET 6 INCHES.  SW POST, 5 FEET 9 INCHES.  NW POST, 6 FEET 1
 PE2379'INCH.
 PE2379
 PE2379                          STATION RECOVERY (1934)
 PE2379
 PE2379'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2379'LOST.  THE CHURCH SPIRE HAS BEEN REMOVED.
 PE2379
 PE2379                          STATION RECOVERY (1943)
 PE2379
 PE2379'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2379'STATION IS LOST.  THE SPIRE HAS BEEN REMOVED.  SEE DESCRIPTION
 PE2379'OF WALDOBORO, CHURCH SPIRE NO. 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0820 ***********************************************************************
 QF0820  DESIGNATION -  CHURCH IBC
 QF0820  PID         -  QF0820
 QF0820  STATE/COUNTY-  ME/WASHINGTON
 QF0820  USGS QUAD   -  CALAIS (1977)
 QF0820
 QF0820                         *CURRENT SURVEY CONTROL
 QF0820  ___________________________________________________________________
 QF0820* NAD 83(1996)-  45 10 12.81215(N)    067 17 52.42183(W)     ADJUSTED  
 QF0820* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 QF0820  ___________________________________________________________________
 QF0820  LAPLACE CORR-           4.35  (seconds)                    DEFLEC99
 QF0820  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 QF0820
 QF0820  HORZ ORDER  -  THIRD
 QF0820
 QF0820.The horizontal coordinates were established by classical geodetic methods
 QF0820.and adjusted by the National Geodetic Survey in March 1998..
 QF0820
 QF0820.The orthometric height was scaled from a topographic map.
 QF0820
 QF0820.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0820
 QF0820.The geoid height was determined by GEOID03.
 QF0820
 QF0820;                    North         East     Units Scale Factor Converg.
 QF0820;SPC ME E     -   167,762.437   394,491.626   MT  1.00000975   +0 51 09.4
 QF0820;UTM  19      - 5,003,269.800   633,754.005   MT  0.99981997   +1 12 26.3
 QF0820
 QF0820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0820!SPC ME E     -   1.00000369  x   1.00000975  =   1.00001344
 QF0820!UTM  19      -   1.00000369  x   0.99981997  =   0.99982366
 QF0820
 QF0820|---------------------------------------------------------------------|
 QF0820| PID    Reference Object                     Distance      Geod. Az  |
 QF0820|                                                           dddmmss.s |
 QF0820| QF0834 PUMPING STATION                     141.325 METERS 11614     |
 QF0820| QF0816 STUBBS                              182.479 METERS 14115     |
 QF0820| QF0821 KELLEY                              APPROX. 0.7 KM 1842607.5 |
 QF0820|---------------------------------------------------------------------|
 QF0820
 QF0820                          SUPERSEDED SURVEY CONTROL
 QF0820
 QF0820  NAD 83(1992)-  45 10 12.80698(N)    067 17 52.41982(W) AD(       ) 3
 QF0820  NAD 83(1986)-  45 10 12.80974(N)    067 17 52.42466(W) AD(       ) 3
 QF0820  NAD 27      -  45 10 12.53963(N)    067 17 54.45973(W) AD(       ) 3
 QF0820
 QF0820.Superseded values are not recommended for survey control.
 QF0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0820.See file dsdata.txt to determine how the superseded data were derived.
 QF0820
 QF0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL3375403270(NAD 83)
 QF0820_MARKER: DH = HORIZONTAL CONTROL DISK
 QF0820_SETTING: 80 = SET IN A BOULDER
 QF0820_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF0820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0820+STABILITY: SURFACE MOTION
 QF0820
 QF0820  HISTORY     - Date     Condition        Report By
 QF0820  HISTORY     - 1909     MONUMENTED       IBC
 QF0820  HISTORY     - 1946     MARK NOT FOUND   IBC
 QF0820  HISTORY     - 1972     MARK NOT FOUND   IBC
 QF0820
 QF0820                          STATION DESCRIPTION
 QF0820
 QF0820'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (HJB)
 QF0820'ON THE NW BANK OF THE ST CROIX RIVER, IN THE SOUTHERN PART OF
 QF0820'MILLTOWN, NB.  THE STATION IS 50 METERS UPSTREAM FROM THE HIGHWAY
 QF0820'BRIDGE BETWEEN THE TWO MILLTOWNS, 3.16 METERS INLAND FROM THE INLAND
 QF0820'RAIL OF THE CANADIAN PACIFIC RAILWAY.
 QF0820'
 QF0820'STATION MARK IS A BADLY-DEFACED COPPER DISK SET IN A DRILL HOLE IN A
 QF0820'BIG ROCK IN MR CHURCHS LOT.
 QF0820
 QF0820                          STATION RECOVERY (1946)
 QF0820
 QF0820'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF0820'PROBABLY ROCK BROKEN UP, LOST OR DEEPLY BURIED.
 QF0820
 QF0820                          STATION RECOVERY (1972)
 QF0820
 QF0820'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF0820'IN 1966 THE CANADIAN PACIFIC RAILWAY RAISED THEIR TRACKS THREE OR
 QF0820'FOUR FEET.  DURING THIS OPERATION THE STATION WAS EITHER KNOCKED OUT
 QF0820'OR BURIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0767 ***********************************************************************
 RF0767  DESIGNATION -  CHURCHILL
 RF0767  PID         -  RF0767
 RF0767  STATE/COUNTY-  ME/PISCATAQUIS
 RF0767  USGS QUAD   -  CHURCHILL LAKE (1989)
 RF0767
 RF0767                         *CURRENT SURVEY CONTROL
 RF0767  ___________________________________________________________________
 RF0767* NAD 83(1996)-  46 27 15.02359(N)    069 18 34.29462(W)     ADJUSTED  
 RF0767* NAVD 88     -       283.9    (meters)     931.     (feet)  VERTCON   
 RF0767  ___________________________________________________________________
 RF0767  LAPLACE CORR-           5.52  (seconds)                    DEFLEC99
 RF0767  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 RF0767
 RF0767  HORZ ORDER  -  SECOND
 RF0767
 RF0767.The horizontal coordinates were established by classical geodetic methods
 RF0767.and adjusted by the National Geodetic Survey in March 1998..
 RF0767
 RF0767.The NAVD 88 height was computed by applying the VERTCON shift value to
 RF0767.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RF0767
 RF0767.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0767
 RF0767.The geoid height was determined by GEOID03.
 RF0767
 RF0767;                    North         East     Units Scale Factor Converg.
 RF0767;SPC ME E     -   310,071.313   237,812.796   MT  0.99994752   -0 35 12.4
 RF0767;UTM  19      - 5,144,557.804   476,229.523   MT  0.99960695   -0 13 27.7
 RF0767
 RF0767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0767!SPC ME E     -   0.99995940  x   0.99994752  =   0.99990693
 RF0767!UTM  19      -   0.99995940  x   0.99960695  =   0.99956637
 RF0767
 RF0767:                Primary Azimuth Mark                     Grid Az
 RF0767:SPC ME E     -  CHURCHILL AZ MK                          047 46 04.3
 RF0767:UTM  19      -  CHURCHILL AZ MK                          047 24 19.6
 RF0767
 RF0767|---------------------------------------------------------------------|
 RF0767| PID    Reference Object                     Distance      Geod. Az  |
 RF0767|                                                           dddmmss.s |
 RF0767| DA5376 CHURCHILL AZ MK                                    0471051.9 |
 RF0767| DA5377 CHURCHILL RM 1                        6.912 METERS 05356     |
 RF0767| DA5378 CHURCHILL RM 2                       11.457 METERS 31322     |
 RF0767|---------------------------------------------------------------------|
 RF0767
 RF0767                          SUPERSEDED SURVEY CONTROL
 RF0767
 RF0767  NAD 83(1992)-  46 27 15.02126(N)    069 18 34.28305(W) AD(       ) 2
 RF0767  NAD 83(1986)-  46 27 15.02784(N)    069 18 34.29268(W) AD(       ) 2
 RF0767  NAD 27      -  46 27 14.90200(N)    069 18 36.09900(W) AD(       ) 2
 RF0767  NGVD 29 (07/19/86)  284.1    (m)          932.     (f) VERT ANG       
 RF0767
 RF0767.Superseded values are not recommended for survey control.
 RF0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0767.See file dsdata.txt to determine how the superseded data were derived.
 RF0767
 RF0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM7623044558(NAD 83)
 RF0767
 RF0767  HISTORY     - Date     Condition        Report By
 RF0767  HISTORY     - 1955     MONUMENTED       CGS
 RF0767
 RF0767                          STATION DESCRIPTION
 RF0767
 RF0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 RF0767'THE STATION IS LOCATED ON A POINT OF LAND ON THE NORTHWEST SHORE
 RF0767'OF CHURCHILL LAKE, ABOUT 1 MILE SOUTHWEST OF A SMALL LONE
 RF0767'ISLAND, 15 MILES AIRLINE SOUTHEAST OF THE VILLAGE OF CLAYTON
 RF0767'LAKE, AND 34 MILES AIRLINE EAST OF THE UNITED STATES-CANADIAN
 RF0767'BOUNDARY.
 RF0767'
 RF0767'TO REACH THE STATION FROM THE POST OFFICE IN CLAYTON LAKE GO EAST
 RF0767'ON A GRAVELED ROAD 6.5 MILES TO A FORK.  TAKE THE RIGHT FORK
 RF0767'AND GO SOUTHEAST 0.2 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO
 RF0767'SOUTHEAST 8.4 MILES TO SOME BUILDINGS AND THE END OF THE ROAD
 RF0767'AT A WASHED-OUT BRIDGE AT THE NORTHEAST EDGE OF HERON LAKE.  BY
 RF0767'BOAT GO SOUTHWEST ON HERON LAKE ABOUT 1 MILE TO THE NARROWS
 RF0767'BETWEEN HERON LAKE AND CHURCHILL LAKE.  PASS THROUGH THE NARROWS
 RF0767'AND GO SOUTH ON CHURCHILL LAKE ABOUT 1-1/2 MILES TO A SMALL
 RF0767'ISLAND AND THE AZIMUTH MARK.  GO SOUTHWEST ABOUT 1 MILE TO A
 RF0767'POINT OF LAND AND THE STATION.
 RF0767'
 RF0767'THE STATION MARK IS A STANDARD DISK STAMPED CHURCHILL 1955
 RF0767'BRAZED TO THE TOP OF A 2-INCH IRON PIPE THAT PROJECTS 2 INCHES
 RF0767'ABOVE THE GROUND.  IT IS AT THE SOUTHEAST EDGE OF THE TREES, ABOUT
 RF0767'5 FEET NORTHWEST OF THE HIGH WATER MARK, AND 11 FEET SOUTH OF A
 RF0767'TRIANGULAR-BLAZED 18-INCH ASPEN.
 RF0767'
 RF0767'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED CHURCHILL NO
 RF0767'1 1955 BRAZED TO THE TOP OF A 2-INCH IRON PIPE THAT PROJECTS 4
 RF0767'INCHES ABOVE THE GROUND.  IT IS THE SAME ELEVATION AS THE STATION.
 RF0767'
 RF0767'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED CHURCHILL NO
 RF0767'2 1955 CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER THAT
 RF0767'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 1 FOOT HIGHER THAN
 RF0767'THE STATION.
 RF0767'
 RF0767'THE AZIMUTH MARK IS LOCATED NEAR THE SOUTH END OF A SMALL
 RF0767'ISLAND IN THE NORTHEAST PART OF CHURCHILL LAKE AND IS A STANDARD
 RF0767'DISK STAMPED CHURCHILL 1955 CEMENTED IN A DRILL HOLE IN OUTCROPPING
 RF0767'BEDROCK THAT PROJECTS 3 FEET ABOVE THE GROUND.  IT IS 25 FEET
 RF0767'WEST OF A TRIANGULAR-BLAZED 12-INCH PINE, 3 FEET EAST OF A 2-FOOT
 RF0767'CAIRN, AND 20 FEET NORTH OF THE HIGH WATER MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1661 ***********************************************************************
 QF1661  DESIGNATION -  CITY IBC
 QF1661  PID         -  QF1661
 QF1661  STATE/COUNTY-  ME/WASHINGTON
 QF1661  USGS QUAD   -  FOREST CITY (1988)
 QF1661
 QF1661                         *CURRENT SURVEY CONTROL
 QF1661  ___________________________________________________________________
 QF1661* NAD 83(1996)-  45 39 53.95156(N)    067 43 19.20368(W)     ADJUSTED  
 QF1661* NAVD 88     -       130.     (meters)     427.     (feet)  SCALED    
 QF1661  ___________________________________________________________________
 QF1661  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 QF1661  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 QF1661
 QF1661  HORZ ORDER  -  THIRD
 QF1661
 QF1661.The horizontal coordinates were established by classical geodetic methods
 QF1661.and adjusted by the National Geodetic Survey in March 1998..
 QF1661
 QF1661.The orthometric height was scaled from a topographic map.
 QF1661
 QF1661.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1661
 QF1661.The geoid height was determined by GEOID03.
 QF1661
 QF1661;                    North         East     Units Scale Factor Converg.
 QF1661;SPC ME E     -   222,335.993   360,622.945   MT  0.99994517   +0 33 23.4
 QF1661;UTM  19      - 5,057,620.512   599,553.767   MT  0.99972185   +0 54 51.1
 QF1661
 QF1661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1661!SPC ME E     -   0.99998338  x   0.99994517  =   0.99992855
 QF1661!UTM  19      -   0.99998338  x   0.99972185  =   0.99970523
 QF1661
 QF1661|---------------------------------------------------------------------|
 QF1661| PID    Reference Object                     Distance      Geod. Az  |
 QF1661|                                                           dddmmss.s |
 QF1661| QF1668 BRABAZON 1 IBC                      163.193 METERS 26427     |
 QF1661| QF1667 GOULD IBC                           449.312 METERS 3414120.3 |
 QF1661|---------------------------------------------------------------------|
 QF1661
 QF1661                          SUPERSEDED SURVEY CONTROL
 QF1661
 QF1661  NAD 83(1992)-  45 39 53.94854(N)    067 43 19.20211(W) AD(       ) 3
 QF1661  NAD 83(1986)-  45 39 53.95266(N)    067 43 19.21800(W) AD(       ) 3
 QF1661  NAD 27      -  45 39 53.73300(N)    067 43 21.18900(W) AD(       ) 3
 QF1661
 QF1661.Superseded values are not recommended for survey control.
 QF1661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1661.See file dsdata.txt to determine how the superseded data were derived.
 QF1661
 QF1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9955457621(NAD 83)
 QF1661_MARKER: DD = SURVEY DISK
 QF1661_SETTING: 80 = SET IN A BOULDER
 QF1661_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF1661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1661+STABILITY: SURFACE MOTION
 QF1661
 QF1661  HISTORY     - Date     Condition        Report By
 QF1661  HISTORY     - 1912     MONUMENTED       IBC
 QF1661  HISTORY     - 1955     GOOD             IBC
 QF1661
 QF1661                          STATION DESCRIPTION
 QF1661
 QF1661'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (AJB)
 QF1661'ON THE W SIDE OF MUD LAKE, ABOUT 50 FEET FROM THE LAKE, 25 FEET
 QF1661'INSIDE THE TREE LINE, 60 FEET S OF THE S FENCE LINE OF OLD ROAD FROM
 QF1661'FOREST CITY, NB, TO MUD LAKE, AND 15 FEET N OF THE PRESENT ROAD.
 QF1661'
 QF1661'STATION MARK IS A COPPER STATION DISK IN A DRILL HOLE IN AN EMBEDDED
 QF1661'ROCK 1 BY 1-1/2 FEET AND 4 INCHES HIGH.  A CROSS WITHIN A TRIANGLE
 QF1661'CUT IN A ROCK 16 INCHES IS ON THE S EDGE OF THE NEW ROAD AND IS S OF
 QF1661'STATION 14.02 METERS, A CROSS WITHIN A TRIANGLE CUT IN A ROCK FLUSH
 QF1661'WITH THE GROUND IS INLAND 2.94 METERS, A CROSS WITHIN A TRIANGLE CUT
 QF1661'IN A ROUND - TOPPED ROCK 5 FEET HIGH IS NE 26.29 METERS AND IS 25
 QF1661'FEET OUTSIDE THE TREE LINE AMONG SEVERAL LARGE ROCKS.
 QF1661
 QF1661                          STATION RECOVERY (1955)
 QF1661
 QF1661'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1661'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0401 ***********************************************************************
 SF0401  DESIGNATION -  CLAIR CATH CH SP IBC 1976
 SF0401  PID         -  SF0401
 SF0401  STATE/COUNTY-  ME/AROOSTOOK
 SF0401  USGS QUAD   -  FORT KENT NORTH (1985)
 SF0401
 SF0401                         *CURRENT SURVEY CONTROL
 SF0401  ___________________________________________________________________
 SF0401* NAD 83(1996)-  47 15 17.51513(N)    068 36 05.48249(W)     ADJUSTED  
 SF0401* NAVD 88     -                                                        
 SF0401  ___________________________________________________________________
 SF0401  LAPLACE CORR-           6.14  (seconds)                    DEFLEC99
 SF0401  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 SF0401
 SF0401  HORZ ORDER  -  THIRD
 SF0401
 SF0401.The horizontal coordinates were established by classical geodetic methods
 SF0401.and adjusted by the National Geodetic Survey in March 1998..
 SF0401
 SF0401
 SF0401.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0401
 SF0401.The geoid height was determined by GEOID03.
 SF0401
 SF0401;                    North         East     Units Scale Factor Converg.
 SF0401;SPC ME E     -   398,760.313   292,316.136   MT  0.99990073   -0 04 28.4
 SF0401;UTM  19      - 5,233,563.996   530,150.072   MT  0.99961117   +0 17 33.5
 SF0401
 SF0401                          SUPERSEDED SURVEY CONTROL
 SF0401
 SF0401  NAD 83(1992)-  47 15 17.50941(N)    068 36 05.47888(W) AD(       ) 4
 SF0401  NAD 83(1986)-  47 15 17.51644(N)    068 36 05.47379(W) AD(       ) 4
 SF0401  NAD 27      -  47 15 17.37659(N)    068 36 07.30858(W) AD(       ) 3
 SF0401
 SF0401.Superseded values are not recommended for survey control.
 SF0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0401.See file dsdata.txt to determine how the superseded data were derived.
 SF0401
 SF0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN3015033564(NAD 83)
 SF0401
 SF0401  HISTORY     - Date     Condition        Report By
 SF0401  HISTORY     - 1976     MONUMENTED       IBC
 SF0401
 SF0401                          STATION DESCRIPTION
 SF0401
 SF0401'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1976 (CRM)
 SF0401'THE STATION IS LOCATED IN THE NORTHEAST PART OF CLAIR, NEW
 SF0401'BRUNSWICK.
 SF0401'
 SF0401'TO REACH FROM THE CANADIAN CUSTOMS BUILDING AT THE INTERNATIONAL
 SF0401'BRIDGE IN CLAIR, GO NORTHEAST AND NORTH ON PROVINCIAL ROUTE 205
 SF0401'(PRINCIPALE STREET) FOR 0.35 MILE TO THE STATION ON THE RIGHT,
 SF0401'EAST, SIDE OF THE HIGHWAY.
 SF0401'
 SF0401'THE SPIRE IS BLACK IN COLOR, 133 FEET HIGH, AND SITS ATOP THE
 SF0401'BELL TOWER AT THE NORTHWESTERN CORNER OF THE SAINT FRANCOIS
 SF0401'DASSISE CATHOLIC CHURCH.  THE CHURCH HAS A GRAY GRANITE FACADE AND
 SF0401'WAS CONSTRUCTED IN 1950.
 SF0401'
 SF0401'POINT INTERSECTED IS THE BASE OF THE CROSS ATOP THE SPIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0421 ***********************************************************************
 SF0421  DESIGNATION -  CLAIR GSC 1915
 SF0421  PID         -  SF0421
 SF0421  STATE/COUNTY-  ME/AROOSTOOK
 SF0421  USGS QUAD   -  WALLAGRASS LAKES (1985)
 SF0421
 SF0421                         *CURRENT SURVEY CONTROL
 SF0421  ___________________________________________________________________
 SF0421* NAD 83(1996)-  47 15 51.56980(N)    068 38 51.27709(W)     ADJUSTED  
 SF0421* NAVD 88     -       442.     (meters)    1450.     (feet)  SCALED    
 SF0421  ___________________________________________________________________
 SF0421  LAPLACE CORR-           5.68  (seconds)                    DEFLEC99
 SF0421  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 SF0421
 SF0421  HORZ ORDER  -  SECOND
 SF0421
 SF0421.The horizontal coordinates were established by classical geodetic methods
 SF0421.and adjusted by the National Geodetic Survey in March 1998..
 SF0421
 SF0421.The orthometric height was scaled from a topographic map.
 SF0421
 SF0421.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0421
 SF0421.The geoid height was determined by GEOID03.
 SF0421
 SF0421;                    North         East     Units Scale Factor Converg.
 SF0421;SPC ME E     -   399,817.455   288,832.479   MT  0.99990153   -0 06 30.2
 SF0421;UTM  19      - 5,234,598.488   526,660.727   MT  0.99960874   +0 15 31.9
 SF0421
 SF0421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0421!SPC ME E     -   0.99993459  x   0.99990153  =   0.99983612
 SF0421!UTM  19      -   0.99993459  x   0.99960874  =   0.99954335
 SF0421
 SF0421:                Primary Azimuth Mark                     Grid Az
 SF0421:SPC ME E     -  KENT                                     088 47 16.6
 SF0421:UTM  19      -  KENT                                     088 25 14.5
 SF0421
 SF0421|---------------------------------------------------------------------|
 SF0421| PID    Reference Object                     Distance      Geod. Az  |
 SF0421|                                                           dddmmss.s |
 SF0421| SF0321 KENT                                APPROX.11.5 KM 0884046.4 |
 SF0421|---------------------------------------------------------------------|
 SF0421
 SF0421                          SUPERSEDED SURVEY CONTROL
 SF0421
 SF0421  NAD 83(1992)-  47 15 51.56384(N)    068 38 51.27366(W) AD(       ) 2
 SF0421  NAD 83(1986)-  47 15 51.57124(N)    068 38 51.26831(W) AD(       ) 2
 SF0421  NAD 27      -  47 15 51.43400(N)    068 38 53.09688(W) AD(       ) 2
 SF0421
 SF0421.Superseded values are not recommended for survey control.
 SF0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0421.See file dsdata.txt to determine how the superseded data were derived.
 SF0421
 SF0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN2666134598(NAD 83)
 SF0421_MARKER: B = BOLT
 SF0421_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 SF0421_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 SF0421_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0421
 SF0421  HISTORY     - Date     Condition        Report By
 SF0421  HISTORY     - 1915     MONUMENTED       GSC
 SF0421  HISTORY     - 1939     GOOD             IBC
 SF0421
 SF0421                          STATION DESCRIPTION
 SF0421
 SF0421'DESCRIBED BY GEODETIC SURVEY OF CANADA 1915 (JLR)
 SF0421'IN ST FRANCIS PARISH, ABOUT 2 1/2 MILES WEST OF FORT KENT, ME, AND
 SF0421'ABOUT 1 1/2 MILES NORTH OF THE ST JOHN RIVER.  IT IS ON CLAIR
 SF0421'MOUNTAIN, WHICH IS THE HIGHEST OF THE BORDERING HILLS ON THE NORTH
 SF0421'SIDE OF THE ST JOHN VALLEY, BETWEEN LEDGES AND CLAIR, NEW BRUNSWICK.
 SF0421'THE STATION IS ON THE HIGHEST PART OF THE FLAT TOP OF THE HILL,
 SF0421'SOMEWHAT NEARER THE SOUTH SLOPE.
 SF0421'
 SF0421'STATION MARK--STANDARD COPPER BOLT OF THE GEODETIC SURVEY OF CANADA
 SF0421'SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 1 1/2 FEET IN DIAMETER AND
 SF0421'1 1/2 FEET HIGH, RESTING ON BEDROCK.  A PYRAMID OF SMALL BOULDERS,
 SF0421'ABOUT 2 FEET HIGH, WAS ERECTED OVER THE MARK.
 SF0421
 SF0421                          STATION RECOVERY (1939)
 SF0421
 SF0421'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1939 (DFC)
 SF0421'THE STATION MAY BE REACHED BY DRIVING 2.2 MILES UP RIVER FROM THE
 SF0421'CANADIAN CUSTOMS AT CLAIR.  THEN TURN RIGHT AND GO 2 MILES AND TURN
 SF0421'RIGHT.  THE HILL IS ABOUT 3/4 MILE FROM A HOUSE WHICH IS 0.2 MILES
 SF0421'FROM THE LAST TURN.  A STONE CAIRN WAS ERECTED OVER THE BOLT AND THE
 SF0421'NEARBY TREES BLAZED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2552 ***********************************************************************
 PE2552  DESIGNATION -  CLAM
 PE2552  PID         -  PE2552
 PE2552  STATE/COUNTY-  ME/KNOX
 PE2552  USGS QUAD   -  NORTH HAVEN WEST (1983)
 PE2552
 PE2552                         *CURRENT SURVEY CONTROL
 PE2552  ___________________________________________________________________
 PE2552* NAD 83(1996)-  44 09 17.51564(N)    068 53 41.14726(W)     ADJUSTED  
 PE2552* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 PE2552  ___________________________________________________________________
 PE2552  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 PE2552  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 PE2552
 PE2552  HORZ ORDER  -  THIRD
 PE2552
 PE2552.The horizontal coordinates were established by classical geodetic methods
 PE2552.and adjusted by the National Geodetic Survey in March 1998..
 PE2552.No horizontal observational check was made to the station.
 PE2552
 PE2552.The orthometric height was scaled from a topographic map.
 PE2552
 PE2552.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2552
 PE2552.The geoid height was determined by GEOID03.
 PE2552
 PE2552;                    North         East     Units Scale Factor Converg.
 PE2552;SPC ME E     -    54,314.365   268,423.176   MT  0.99991226   -0 16 30.0
 PE2552;UTM  19      - 4,889,079.023   508,415.296   MT  0.99960087   +0 04 23.9
 PE2552
 PE2552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2552!SPC ME E     -   1.00000302  x   0.99991226  =   0.99991528
 PE2552!UTM  19      -   1.00000302  x   0.99960087  =   0.99960388
 PE2552
 PE2552                          SUPERSEDED SURVEY CONTROL
 PE2552
 PE2552  NAD 83(1992)-  44 09 17.52113(N)    068 53 41.12609(W) AD(       ) 3
 PE2552  NAD 83(1986)-  44 09 17.52276(N)    068 53 41.12948(W) AD(       ) 3
 PE2552
 PE2552.Superseded values are not recommended for survey control.
 PE2552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2552.See file dsdata.txt to determine how the superseded data were derived.
 PE2552
 PE2552_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ0841589079(NAD 83)
 PE2552_MARKER: B = BOLT
 PE2552_SETTING: 80 = SET IN A BOULDER
 PE2552_SP_SET: SET IN DRILL HOLE IN A BOULDER
 PE2552_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE2552+STABILITY: SURFACE MOTION
 PE2552
 PE2552  HISTORY     - Date     Condition        Report By
 PE2552  HISTORY     - 1983     MONUMENTED       NOS
 PE2552
 PE2552                          STATION DESCRIPTION
 PE2552
 PE2552'DESCRIBED BY NATIONAL OCEAN SERVICE 1983 (WVH)
 PE2552'THE STATION IS LOCATED ON THE NORTHWEST SIDE OF THE FIRST INLET
 PE2552'OF PULPIT HARBOR.  THE INLET IS TO THE RIGHT AS ONE ENTERS THE
 PE2552'HARBOR FROM PENOBSCOT BAY.
 PE2552'
 PE2552'THE STATION IS A BRASS BOLT WITH A CROSS CUT INTO IT.  THE BOLT IS
 PE2552'CEMENTED INTO A DRILL HOLE IN A LARGE BOULDER.  THE STATION HAS A
 PE2552'LARGE RUSTED STEEL CABLE WRAPPED AROUND THE TOP OF IT.  THE
 PE2552'BOULDER IS APPROXIMATELY ONE QUARTER OF A MILE FROM THE MOUTH OF
 PE2552'THE INLET THAT ENTERS PULPIT HARBOR.  THERE IS A BOAT HOUSE
 PE2552'NORTHEAST ACROSS THE INLET FROM THE STATION.
 PE2552'
 PE2552'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1699 ***********************************************************************
 OC1699  DESIGNATION -  CLAPBOARD RESET
 OC1699  PID         -  OC1699
 OC1699  STATE/COUNTY-  ME/CUMBERLAND
 OC1699  USGS QUAD   -  PORTLAND EAST (1975)
 OC1699
 OC1699                         *CURRENT SURVEY CONTROL
 OC1699  ___________________________________________________________________
 OC1699* NAD 83(1996)-  43 42 59.49141(N)    070 11 26.53647(W)     ADJUSTED  
 OC1699* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 OC1699  ___________________________________________________________________
 OC1699  LAPLACE CORR-           3.72  (seconds)                    DEFLEC99
 OC1699  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 OC1699
 OC1699  HORZ ORDER  -  SECOND
 OC1699
 OC1699.The horizontal coordinates were established by classical geodetic methods
 OC1699.and adjusted by the National Geodetic Survey in March 1998..
 OC1699
 OC1699.The orthometric height was scaled from a topographic map.
 OC1699
 OC1699.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1699
 OC1699.The geoid height was determined by GEOID03.
 OC1699
 OC1699;                    North         East     Units Scale Factor Converg.
 OC1699;SPC ME W     -    98,117.966   898,062.920   MT  0.99996671   -0 00 59.8
 OC1699;UTM  19      - 4,841,077.560   404,082.654   MT  0.99971316   -0 49 22.6
 OC1699
 OC1699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1699!SPC ME W     -   1.00000397  x   0.99996671  =   0.99997068
 OC1699!UTM  19      -   1.00000397  x   0.99971316  =   0.99971713
 OC1699
 OC1699:                Primary Azimuth Mark                     Grid Az
 OC1699:SPC ME W     -  LOWER BASKET LEDGE SPINDLE USE           060 41 59.5
 OC1699:UTM  19      -  LOWER BASKET LEDGE SPINDLE USE           061 30 22.3
 OC1699
 OC1699|---------------------------------------------------------------------|
 OC1699| PID    Reference Object                     Distance      Geod. Az  |
 OC1699|                                                           dddmmss.s |
 OC1699| OC1683 LOWER BASKET LEDGE SPINDLE USE      APPROX. 3.1 KM 0604059.7 |
 OC1699| CE7298 CLAPBOARD RM 2                        7.718 METERS 07835     |
 OC1699| OC1793 LONG ISLAND GREEN HOUSE CUPOLA      APPROX. 4.0 KM 1581218.0 |
 OC1699| OC1703 COW ISLAND SEARCH LIGHT TOWER       APPROX. 2.7 KM 1674336.3 |
 OC1699| OC1777 COW ISLAND LEDGE LIGHT              APPROX. 1.5 KM 1731927.3 |
 OC1699| OC0205 COW RESET                           APPROX. 2.8 KM 1732730.8 |
 OC1699| OC1745 MC KINLEY WATER TOWER               APPROX. 3.7 KM 1852557.2 |
 OC1699| OC1646 FORT MC KINLEY FLAGPOLE             APPROX. 3.5 KM 1861303.4 |
 OC1699| CE7297 CLAPBOARD RM 1                        9.605 METERS 35410     |
 OC1699|---------------------------------------------------------------------|
 OC1699
 OC1699                          SUPERSEDED SURVEY CONTROL
 OC1699
 OC1699  NAD 83(1992)-  43 42 59.48973(N)    070 11 26.53701(W) AD(       ) 2
 OC1699  NAD 83(1986)-  43 42 59.49579(N)    070 11 26.54244(W) AD(       ) 2
 OC1699  NAD 27      -  43 42 59.21000(N)    070 11 28.36100(W) AD(       ) 2
 OC1699
 OC1699.Superseded values are not recommended for survey control.
 OC1699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1699.See file dsdata.txt to determine how the superseded data were derived.
 OC1699
 OC1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0408341078(NAD 83)
 OC1699
 OC1699  HISTORY     - Date     Condition        Report By
 OC1699  HISTORY     - 1933     MONUMENTED       CGS
 OC1699  HISTORY     - 1941     SEE DESCRIPTION  CGS
 OC1699  HISTORY     - 1988     GOOD             USPSQD
 OC1699
 OC1699                          STATION DESCRIPTION
 OC1699
 OC1699'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1699'STATION IS ON CLAPBOARD ISLAND, CASCO BAY.  IT IS ON A PROMONTORY
 OC1699'LEDGE ON THE E SIDE AND ABOUT 100 METERS E OF A HILL ON THE
 OC1699'MIDDLE OF THE ISLAND.  STATION IS 20 METERS FROM HIGH-WATER
 OC1699'LINE.  A PRIVATE DOCK ON THE W SIDE OF THE ISLAND IS ABOUT 1/4
 OC1699'MILE SW OF THE STATION.
 OC1699'
 OC1699'THE STATION WAS RE-MARKED BY A STANDARD BRONZE DISK WEDGED IN
 OC1699'A DRILL HOLE IN OUTCROPPING BEDROCK.  REFERENCE MARKS ARE ALSO
 OC1699'STANDARD DISKS WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.
 OC1699'
 OC1699'REFERENCE MARK NO. 1 IS 9.600 METERS NNW OF STATION AND WAS MARKED
 OC1699'BY A STANDARD BRONZE DISK SET IN OUTCROPPING BEDROCK.
 OC1699'REFERENCE MARK NO. 2 IS 7.715 METERS ENE OF THE STATION AND WAS
 OC1699'ALSO MARKED BY A STANDARD BRONZE DISK SET IN OUTCROPPING BEDROCK.
 OC1699'
 OC1699'ESTABLISHED BY THE U.S.E. IN 1909.
 OC1699
 OC1699                          STATION RECOVERY (1941)
 OC1699
 OC1699'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1699'STATION IS LOCATED ON THE SE SIDE OF CLAPBOARD ISLAND, ABOUT 0.2
 OC1699'MILE NE FROM THE EXTREME SW EDGE OF THE ISLAND IN A PROMONTORY
 OC1699'LEDGE ABOUT 20 METERS FROM THE HIGH-WATER LINE.
 OC1699'
 OC1699'STATION MARK IS SET IN BEDROCK ABOUT 10 FEET ABOVE THE HIGH-WATER
 OC1699'LINE.  STAMPED CLAPBOARD USE 1909, 1933.
 OC1699'
 OC1699'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN OUTCROPPING BEDROCK,
 OC1699'N BY E OF STATION ABOUT 3 FEET LOWER IN ELEVATION.  STAMPED
 OC1699'CLAPBOARD USE 1909, 1933.
 OC1699'
 OC1699'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN OUTCROPPING BEDROCK,
 OC1699'E OF STATION AND ABOUT 3 FEET LOWER IN ELEVATION.  STAMPED
 OC1699'CLAPBOARD USE 1909, 1933.
 OC1699'
 OC1699'THE MEASURED DISTANCES TO REFERENCE MARKS AGREED WITH THE
 OC1699'ORIGINAL MEASUREMENTS.  THE MEASURED DIRECTIONS TO REFERENCE MARKS
 OC1699'DISAGREED WITH THE ORIGINAL MEASUREMENTS BY 3-1/2 MINUTES.
 OC1699
 OC1699                          STATION RECOVERY (1988)
 OC1699
 OC1699'RECOVERY NOTE BY US POWER SQUADRON 1988 (DCD)
 OC1699'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2656 ***********************************************************************
 OC2656  DESIGNATION -  CLARK
 OC2656  PID         -  OC2656
 OC2656  STATE/COUNTY-  ME/YORK
 OC2656  USGS QUAD   -  BAR MILLS (1983)
 OC2656
 OC2656                         *CURRENT SURVEY CONTROL
 OC2656  ___________________________________________________________________
 OC2656* NAD 83(1996)-  43 33 19.28617(N)    070 35 08.64685(W)     ADJUSTED  
 OC2656* NAVD 88     -       112.9    (meters)     370.     (feet)  VERTCON   
 OC2656  ___________________________________________________________________
 OC2656  LAPLACE CORR-           3.47  (seconds)                    DEFLEC99
 OC2656  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 OC2656
 OC2656  HORZ ORDER  -  FIRST
 OC2656
 OC2656.The horizontal coordinates were established by classical geodetic methods
 OC2656.and adjusted by the National Geodetic Survey in March 1998..
 OC2656
 OC2656.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2656
 OC2656.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2656
 OC2656.The geoid height was determined by GEOID03.
 OC2656
 OC2656;                    North         East     Units Scale Factor Converg.
 OC2656;SPC ME W     -    80,297.003   866,139.220   MT  0.99998076   -0 17 19.6
 OC2656;UTM  19      - 4,823,710.729   371,918.632   MT  0.99980179   -1 05 34.1
 OC2656
 OC2656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2656!SPC ME W     -   0.99998646  x   0.99998076  =   0.99996722
 OC2656!UTM  19      -   0.99998646  x   0.99980179  =   0.99978826
 OC2656
 OC2656|---------------------------------------------------------------------|
 OC2656| PID    Reference Object                     Distance      Geod. Az  |
 OC2656|                                                           dddmmss.s |
 OC2656| CE7299 CLARK RM 1                           14.576 METERS 05417     |
 OC2656| OC2067 HOOPER RESET                        APPROX. 9.3 KM 1495828.9 |
 OC2656| OC2674 WATERBORO CMP MICROWAVE             APPROX. 7.5 KM 2391847.8 |
 OC2656| OC2720 WATERBORO FAA MAST                  APPROX.13.8 KM 2701628.4 |
 OC2656| OC2687 OSSIPEE LOT                         APPROX.12.9 KM 2861237.0 |
 OC2656| CE7300 CLARK RM 2                           25.133 METERS 33745     |
 OC2656|---------------------------------------------------------------------|
 OC2656
 OC2656                          SUPERSEDED SURVEY CONTROL
 OC2656
 OC2656  NAD 83(1992)-  43 33 19.28480(N)    070 35 08.64813(W) AD(       ) 1
 OC2656  NAD 83(1986)-  43 33 19.29118(N)    070 35 08.65418(W) AD(       ) 1
 OC2656  NAD 27      -  43 33 18.99735(N)    070 35 10.45782(W) AD(       ) 1
 OC2656  NGVD 29 (07/19/86)  113.1    (m)          371.     (f) VERT ANG       
 OC2656
 OC2656.Superseded values are not recommended for survey control.
 OC2656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2656.See file dsdata.txt to determine how the superseded data were derived.
 OC2656
 OC2656_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ7191923711(NAD 83)
 OC2656_MARKER: DS = TRIANGULATION STATION DISK
 OC2656_SETTING: 66 = SET IN ROCK OUTCROP
 OC2656_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 OC2656
 OC2656  HISTORY     - Date     Condition        Report By
 OC2656  HISTORY     - 1976     MONUMENTED       NGS
 OC2656
 OC2656                          STATION DESCRIPTION
 OC2656
 OC2656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2656'THE STATION IS ABOUT  3.5 MILES SOUTH OF HOLLIS CENTER, 3.5
 OC2656'MILES NORTH OF GOODWIN MILLS, 4 MILES SOUTH-SOUTHEAST OF BAR MILLS
 OC2656'AND IS ON PROPERTY OWNED BY THE CLARK LUMBER COMPANY, THOMAS POINT
 OC2656'PORTLAND, MAINE, 04102.  PERMISSION WAS SECURED FROM MR. HARVEY
 OC2656'CLARK, TELEPHONE NUMBER 773-5237.
 OC2656'
 OC2656'TO REACH THE STATION FROM THE POST OFFICE IN EAST WATERBORO,
 OC2656'GO EASTERLY ON U.S. HIGHWAY 202, STATE HIGHWAY 4 AND 5 FOR
 OC2656'1.5 MILES TO A FORK, BEAR TO THE RIGHT AND CONTINUE EASTERLY
 OC2656'ON STATE HIGHWAY 5 FOR 3.5 MILES TO THE JUNCTION WITH STATE
 OC2656'HIGHWAY 35 AND DAYTON ROAD.  TURN LEFT AND GO NORTHEASTERLY
 OC2656'ON DAYTON ROAD FOR 0.7 MILE TO A DRIVEWAY ON THE RIGHT.
 OC2656'TURN RIGHT AND GO EASTERLY FOR 0.05 MILE TO A HOUSE,
 OC2656'CONTINUE EASTERLY ON A TRACK ROAD FOR 100 FEET TO A FORK,
 OC2656'BEAR TO THE LEFT AND CONTINUE EASTERLY ON A TRACK ROAD
 OC2656'FOR 0.3 MILE TO A TRIANGLE BLAZED TREE AND A TRACK
 OC2656'ROAD LEFT. TURN LEFT AND GO NORTHERLY FOR 150 FEET
 OC2656'TO THE STATION.
 OC2656'
 OC2656'STATION MARK IS A STANDARD DISK STAMPED--CLARK 1975--,
 OC2656'CEMENTED IN A DRILLED HOLE IN BEDROCK THAT IS 24-INCHES
 OC2656'BELOW THE GROUND SURFACE. IT IS 4.0 FEET EAST OF A METAL
 OC2656'WITNESS POST AND 46.0 FEET NORTH OF A ROCK WALL.
 OC2656'
 OC2656'REFERENCE MARK 1 IS A STANDARD DISK STAMPED--CLARK NO 1
 OC2656'1975--CEMENTED IN A DRILL HOLE IN AN EXPOSED LEDGE
 OC2656'OF BEDROCK.  IT IS 1.0 FEET SOUTHWEST OF A METAL WITNESS POST.
 OC2656'
 OC2656'REFERENCE MARK 2 IS A STANDARD DISK STAMPED--CLARK NO 2
 OC2656'1975--CEMENTED IN A DRILL HOLE IN A  AN EXPOSED LEDGE OF
 OC2656'BEDROCK.  IT IS 0.9 FEET WEST OF A METAL WITNESS POST.
 OC2656'
 OC2656'THERE WAS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0888 ***********************************************************************
 QF0888  DESIGNATION -  CLARK
 QF0888  PID         -  QF0888
 QF0888  STATE/COUNTY-  ME/WASHINGTON
 QF0888  USGS QUAD   -  CALAIS (1977)
 QF0888
 QF0888                         *CURRENT SURVEY CONTROL
 QF0888  ___________________________________________________________________
 QF0888* NAD 83(1996)-  45 08 00.62000(N)    067 21 31.59418(W)     ADJUSTED  
 QF0888* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 QF0888  ___________________________________________________________________
 QF0888  LAPLACE CORR-           4.18  (seconds)                    DEFLEC99
 QF0888  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 QF0888
 QF0888  HORZ ORDER  -  THIRD
 QF0888
 QF0888.The horizontal coordinates were established by classical geodetic methods
 QF0888.and adjusted by the National Geodetic Survey in March 1998..
 QF0888
 QF0888.The orthometric height was scaled from a topographic map.
 QF0888
 QF0888.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0888
 QF0888.The geoid height was determined by GEOID03.
 QF0888
 QF0888;                    North         East     Units Scale Factor Converg.
 QF0888;SPC ME E     -   163,612.562   389,763.683   MT  0.99999904   +0 48 32.0
 QF0888;UTM  19      - 4,999,091.546   629,052.739   MT  0.99980478   +1 09 48.2
 QF0888
 QF0888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0888!SPC ME E     -   1.00000134  x   0.99999904  =   1.00000038
 QF0888!UTM  19      -   1.00000134  x   0.99980478  =   0.99980612
 QF0888
 QF0888|---------------------------------------------------------------------|
 QF0888| PID    Reference Object                     Distance      Geod. Az  |
 QF0888|                                                           dddmmss.s |
 QF0888| QF0886 GW IBC                              169.171 METERS 01617     |
 QF0888| QF0918 EPHRAIM IBC 1910                    236.754 METERS 10803     |
 QF0888| QF0885 RINGBOLT                            460.279 METERS 1462602.3 |
 QF0888| CE8832 CLARK RM 1                            3.352 METERS 22149     |
 QF0888| CE8833 CLARK RM 2                            2.910 METERS 31429     |
 QF0888| QF0889 FW IBC                              251.357 METERS 34806     |
 QF0888|---------------------------------------------------------------------|
 QF0888
 QF0888                          SUPERSEDED SURVEY CONTROL
 QF0888
 QF0888  NAD 83(1992)-  45 08 00.61495(N)    067 21 31.59281(W) AD(       ) 3
 QF0888  NAD 83(1986)-  45 08 00.61722(N)    067 21 31.59819(W) AD(       ) 3
 QF0888  NAD 27      -  45 08 00.35200(N)    067 21 33.63400(W) AD(       ) 3
 QF0888
 QF0888.Superseded values are not recommended for survey control.
 QF0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0888.See file dsdata.txt to determine how the superseded data were derived.
 QF0888
 QF0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK2905399092(NAD 83)
 QF0888_MARKER: DH = HORIZONTAL CONTROL DISK
 QF0888_SETTING: 80 = SET IN A BOULDER
 QF0888_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF0888
 QF0888  HISTORY     - Date     Condition        Report By
 QF0888  HISTORY     - 1910     MONUMENTED       IBC
 QF0888
 QF0888                          STATION DESCRIPTION
 QF0888
 QF0888'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JEM)
 QF0888'ON THE W BANK OF THE ST CROIX RIVER, ABOUT 2-3/4 MILES BELOW
 QF0888'WOODLAND, ABOUT 250 METERS ABOVE THE HEAD OF BUTLER ISLANDS, IN A
 QF0888'BOULDER 2 FEET SQUARE AND 6 INCHES HIGH IN EDGE OF BANK.
 QF0888'
 QF0888'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE IN THE EXPOSED
 QF0888'SURFACE OF A BOULDER.  A CROSS WITHIN A TRIANGLE IS CUT IN THE
 QF0888'VERTICAL FACE FACE (TOWARD THE STATION) OF A ROCK S 41 DEGREES 50
 QF0888'MINUTES W, 3.35 METERS FROM THE STATION (AN EYEBOLT IS ALSO SET IN
 QF0888'THIS ROCK).  AND A LIKE MARK IS CUT IN A ROCK N 45 DEGREES 31 MINUTES
 QF0888'W, 2.91 METERS FROM THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0313 ***********************************************************************
 OB0313  DESIGNATION -  CLARK ISLAND STACK
 OB0313  PID         -  OB0313
 OB0313  STATE/COUNTY-  ME/KNOX
 OB0313  USGS QUAD   -  TENANTS HARBOR (1973)
 OB0313
 OB0313                         *CURRENT SURVEY CONTROL
 OB0313  ___________________________________________________________________
 OB0313* NAD 83(1996)-  43 59 04.94323(N)    069 10 40.63981(W)     ADJUSTED  
 OB0313* NAVD 88     -                                                        
 OB0313  ___________________________________________________________________
 OB0313  LAPLACE CORR-           2.52  (seconds)                    DEFLEC99
 OB0313  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 OB0313
 OB0313  HORZ ORDER  -  THIRD
 OB0313
 OB0313.The horizontal coordinates were established by classical geodetic methods
 OB0313.and adjusted by the National Geodetic Survey in March 1998..
 OB0313
 OB0313
 OB0313.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0313
 OB0313.The geoid height was determined by GEOID03.
 OB0313
 OB0313;                    North         East     Units Scale Factor Converg.
 OB0313;SPC ME E     -    35,556.952   245,615.196   MT  0.99993637   -0 28 15.0
 OB0313;SPC ME W     -   128,389.406   979,318.628   MT  1.00004402   +0 41 12.0
 OB0313;UTM  19      - 4,870,189.613   485,728.911   MT  0.99960250   -0 07 24.9
 OB0313
 OB0313                          SUPERSEDED SURVEY CONTROL
 OB0313
 OB0313  NAD 83(1992)-  43 59 04.94715(N)    069 10 40.62048(W) AD(       ) 4
 OB0313  NAD 83(1986)-  43 59 04.95143(N)    069 10 40.62729(W) AD(       ) 4
 OB0313  NAD 27      -  43 59 04.65000(N)    069 10 42.49000(W) AD(       ) 3
 OB0313
 OB0313.Superseded values are not recommended for survey control.
 OB0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0313.See file dsdata.txt to determine how the superseded data were derived.
 OB0313
 OB0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ8572970190(NAD 83)
 OB0313
 OB0313  HISTORY     - Date     Condition        Report By
 OB0313  HISTORY     - UNK      MONUMENTED
 OB0313  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OB0313
 OB0313                          STATION DESCRIPTION
 OB0313
 OB0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FLP)
 OB0313'A SEARCH WAS MADE IN THIS VICINITY.  CINDERS WERE FOUND BUT NO
 OB0313'INDICATION OF THE STACK WAS FOUND.  STATION IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0767 ***********************************************************************
 PD0767  DESIGNATION -  CLARK LEDGE BEACON
 PD0767  PID         -  PD0767
 PD0767  STATE/COUNTY-  ME/WASHINGTON
 PD0767  USGS QUAD   -  EASTPORT (1977)
 PD0767
 PD0767                         *CURRENT SURVEY CONTROL
 PD0767  ___________________________________________________________________
 PD0767* NAD 83(1996)-  44 54 55.58383(N)    066 59 04.58490(W)     ADJUSTED  
 PD0767* NAVD 88     -                                                        
 PD0767  ___________________________________________________________________
 PD0767  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 PD0767  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 PD0767
 PD0767  HORZ ORDER  -  THIRD
 PD0767
 PD0767.The horizontal coordinates were established by classical geodetic methods
 PD0767.and adjusted by the National Geodetic Survey in March 1998..
 PD0767
 PD0767
 PD0767.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0767
 PD0767.The geoid height was determined by GEOID03.
 PD0767
 PD0767;                    North         East     Units Scale Factor Converg.
 PD0767;SPC ME E     -   139,864.526   419,647.663   MT  1.00007598   +1 04 12.3
 PD0767;UTM  19      - 4,975,532.748   659,077.418   MT  0.99991118   +1 25 23.8
 PD0767
 PD0767                          SUPERSEDED SURVEY CONTROL
 PD0767
 PD0767  NAD 83(1992)-  44 54 55.57302(N)    066 59 04.58625(W) AD(       ) 4
 PD0767  NAD 83(1986)-  44 54 55.57026(N)    066 59 04.58666(W) AD(       ) 4
 PD0767  NAD 27      -  44 54 55.26900(N)    066 59 06.66000(W) AD(       ) 3
 PD0767
 PD0767.Superseded values are not recommended for survey control.
 PD0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0767.See file dsdata.txt to determine how the superseded data were derived.
 PD0767
 PD0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5907775533(NAD 83)
 PD0767
 PD0767  HISTORY     - Date     Condition        Report By
 PD0767  HISTORY     - UNK      MONUMENTED
 PD0767  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0767
 PD0767                          STATION DESCRIPTION
 PD0767
 PD0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0767'STATION IS LOCATED ABOUT 3/4 MILES N OF THE EASTPORT POST OFFICE,
 PD0767'ABOUT 200 METERS E OF MOOSE ISLAND, ON CLARK LEDGE IN PASSAMAQUODDY
 PD0767'BAY.
 PD0767'
 PD0767'STATION MARK IS THE CLARK LEDGE BEACON, CONSISTING OF A SMALL
 PD0767'KEG ATOP A STEEL POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1718 ***********************************************************************
 PE1718  DESIGNATION -  CLARKE
 PE1718  PID         -  PE1718
 PE1718  STATE/COUNTY-  ME/HANCOCK
 PE1718  USGS QUAD   -  SULLIVAN (1982)
 PE1718
 PE1718                         *CURRENT SURVEY CONTROL
 PE1718  ___________________________________________________________________
 PE1718* NAD 83(1996)-  44 34 42.74964(N)    068 14 14.63186(W)     ADJUSTED  
 PE1718* NAVD 88     -        18.     (meters)      59.     (feet)  SCALED    
 PE1718  ___________________________________________________________________
 PE1718  LAPLACE CORR-           4.37  (seconds)                    DEFLEC99
 PE1718  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 PE1718
 PE1718  HORZ ORDER  -  THIRD
 PE1718
 PE1718.The horizontal coordinates were established by classical geodetic methods
 PE1718.and adjusted by the National Geodetic Survey in March 1998..
 PE1718
 PE1718.The orthometric height was scaled from a topographic map.
 PE1718
 PE1718.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1718
 PE1718.The geoid height was determined by GEOID03.
 PE1718
 PE1718;                    North         East     Units Scale Factor Converg.
 PE1718;SPC ME E     -   101,346.060   320,854.501   MT  0.99990535   +0 11 03.5
 PE1718;UTM  19      - 4,936,416.255   560,543.747   MT  0.99964508   +0 32 07.0
 PE1718
 PE1718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1718!SPC ME E     -   1.00000102  x   0.99990535  =   0.99990637
 PE1718!UTM  19      -   1.00000102  x   0.99964508  =   0.99964610
 PE1718
 PE1718:                Primary Azimuth Mark                     Grid Az
 PE1718:SPC ME E     -  FRANKLIN SPIRE                           014 01 51.2
 PE1718:UTM  19      -  FRANKLIN SPIRE                           013 40 47.7
 PE1718
 PE1718|---------------------------------------------------------------------|
 PE1718| PID    Reference Object                     Distance      Geod. Az  |
 PE1718|                                                           dddmmss.s |
 PE1718| PE1720 FRANKLIN SPIRE                      APPROX. 1.1 KM 0141254.7 |
 PE1718| PE1723 GORDON                              APPROX. 1.6 KM 2301838.5 |
 PE1718| PE1728 MACOMBER H NEW BARN E GABLE         APPROX. 1.9 KM 2765937.4 |
 PE1718| PE1717 DYER HANCOCK COUNTY                 330.999 METERS 28915     |
 PE1718|---------------------------------------------------------------------|
 PE1718
 PE1718                          SUPERSEDED SURVEY CONTROL
 PE1718
 PE1718  NAD 83(1992)-  44 34 42.74276(N)    068 14 14.63544(W) AD(       ) 3
 PE1718  NAD 83(1986)-  44 34 42.74101(N)    068 14 14.63859(W) AD(       ) 3
 PE1718  NAD 27      -  44 34 42.46000(N)    068 14 16.60000(W) AD(       ) 3
 PE1718
 PE1718.Superseded values are not recommended for survey control.
 PE1718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1718.See file dsdata.txt to determine how the superseded data were derived.
 PE1718
 PE1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK6054436416(NAD 83)
 PE1718
 PE1718  HISTORY     - Date     Condition        Report By
 PE1718  HISTORY     - UNK      MONUMENTED
 PE1718  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE1718
 PE1718                          STATION DESCRIPTION
 PE1718
 PE1718'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1718'NO SURFACE EVIDENCE OF THE STATION COULD BE FOUND, ALTHOUGH
 PE1718'THOROUGH SEARCH WAS MADE FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0322 ***********************************************************************
 OB0322  DESIGNATION -  CLARKS ENOCH BARN CENTER
 OB0322  PID         -  OB0322
 OB0322  STATE/COUNTY-  ME/KNOX
 OB0322  USGS QUAD   -  TENANTS HARBOR (1973)
 OB0322
 OB0322                         *CURRENT SURVEY CONTROL
 OB0322  ___________________________________________________________________
 OB0322* NAD 83(1996)-  43 57 06.34140(N)    069 13 05.31860(W)     ADJUSTED  
 OB0322* NAVD 88     -                                                        
 OB0322  ___________________________________________________________________
 OB0322  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 OB0322  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 OB0322
 OB0322  HORZ ORDER  -  THIRD
 OB0322
 OB0322.The horizontal coordinates were established by classical geodetic methods
 OB0322.and adjusted by the National Geodetic Survey in March 1998..
 OB0322
 OB0322
 OB0322.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0322
 OB0322.The geoid height was determined by GEOID03.
 OB0322
 OB0322;                    North         East     Units Scale Factor Converg.
 OB0322;SPC ME E     -    31,924.018   242,359.459   MT  0.99994085   -0 29 54.4
 OB0322;SPC ME W     -   124,691.087   976,136.594   MT  1.00003794   +0 39 30.1
 OB0322;UTM  19      - 4,866,538.246   482,496.329   MT  0.99960377   -0 09 05.1
 OB0322
 OB0322                          SUPERSEDED SURVEY CONTROL
 OB0322
 OB0322  NAD 83(1992)-  43 57 06.34463(N)    069 13 05.29962(W) AD(       ) 4
 OB0322  NAD 83(1986)-  43 57 06.34906(N)    069 13 05.30642(W) AD(       ) 4
 OB0322  NAD 27      -  43 57 06.01000(N)    069 13 07.15000(W) AD(       ) 3
 OB0322
 OB0322.Superseded values are not recommended for survey control.
 OB0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0322.See file dsdata.txt to determine how the superseded data were derived.
 OB0322
 OB0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ8249666538(NAD 83)
 OB0322
 OB0322  HISTORY     - Date     Condition        Report By
 OB0322  HISTORY     - UNK      MONUMENTED
 OB0322  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0322  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OB0322
 OB0322                          STATION DESCRIPTION
 OB0322
 OB0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0322'THIS STATION IS LOST.
 OB0322
 OB0322                          STATION RECOVERY (1943)
 OB0322
 OB0322'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 OB0322'LISTED AS LOST IN 1934.  VERIFIED IN 1943.  A SEARCH WAS MADE,
 OB0322'BUT NO BARN WAS FOUND IN THIS VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2084 ***********************************************************************
 OC2084  DESIGNATION -  CLARKS HOUSE SOUTH CHIMNEY
 OC2084  PID         -  OC2084
 OC2084  STATE/COUNTY-  ME/YORK
 OC2084  USGS QUAD   -  WELLS (1979)
 OC2084
 OC2084                         *CURRENT SURVEY CONTROL
 OC2084  ___________________________________________________________________
 OC2084* NAD 83(1996)-  43 20 14.10286(N)    070 33 03.77906(W)     ADJUSTED  
 OC2084* NAVD 88     -                                                        
 OC2084  ___________________________________________________________________
 OC2084  LAPLACE CORR-           2.64  (seconds)                    DEFLEC99
 OC2084  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 OC2084
 OC2084  HORZ ORDER  -  THIRD
 OC2084
 OC2084.The horizontal coordinates were established by classical geodetic methods
 OC2084.and adjusted by the National Geodetic Survey in March 1998..
 OC2084
 OC2084
 OC2084.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2084
 OC2084.The geoid height was determined by GEOID03.
 OC2084
 OC2084;                    North         East     Units Scale Factor Converg.
 OC2084;SPC ME W     -    56,052.298   868,830.023   MT  0.99997861   -0 15 49.7
 OC2084;UTM  19      - 4,799,435.126   374,269.208   MT  0.99979446   -1 03 52.6
 OC2084
 OC2084                          SUPERSEDED SURVEY CONTROL
 OC2084
 OC2084  NAD 83(1992)-  43 20 14.10159(N)    070 33 03.78019(W) AD(       ) 4
 OC2084  NAD 83(1986)-  43 20 14.10681(N)    070 33 03.78658(W) AD(       ) 4
 OC2084  NAD 27      -  43 20 13.79800(N)    070 33 05.62000(W) AD(       ) 3
 OC2084
 OC2084.Superseded values are not recommended for survey control.
 OC2084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2084.See file dsdata.txt to determine how the superseded data were derived.
 OC2084
 OC2084_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH7426999435(NAD 83)
 OC2084
 OC2084  HISTORY     - Date     Condition        Report By
 OC2084  HISTORY     - UNK      MONUMENTED
 OC2084  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OC2084
 OC2084                          STATION DESCRIPTION
 OC2084
 OC2084'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (EHK)
 OC2084'THE HOUSE ON WHICH THE STATION IS LOCATED IS STILL OWNED BY
 OC2084'MR. LORD WHO STATED THAT, TO HIS KNOWLEDGE, THE HOUSE AND THE
 OC2084'CHIMNEY HAD NOT BEEN ALTERED IN THE LAST 60 YRS.  THE STATION
 OC2084'IS BELIEVED TO BE THE MOST SE OF THE CHIMNEYS ON THE HOUSE.
 OC2084'
 OC2084'TO REACH FROM THE POST OFFICE IN WELLS, GO N FOR 1.5 MI. ON
 OC2084'U.S. HIGHWAY 1, TURN RIGHT ON AN ASPHALT ROAD AND CONTINUE FOR
 OC2084'0.8 MI. TO A LARGE YELLOW HOUSE (MR. LORDS) AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0751 ***********************************************************************
 RF0751  DESIGNATION -  CLEAR LAKE
 RF0751  PID         -  RF0751
 RF0751  STATE/COUNTY-  ME/PISCATAQUIS
 RF0751  USGS QUAD   -  THIRD MUSQUACOOK LAKE (1986)
 RF0751
 RF0751                         *CURRENT SURVEY CONTROL
 RF0751  ___________________________________________________________________
 RF0751* NAD 83(1996)-  46 31 33.29900(N)    069 08 31.55858(W)     ADJUSTED  
 RF0751* NAVD 88     -       261.     (meters)     856.     (feet)  SCALED    
 RF0751  ___________________________________________________________________
 RF0751  LAPLACE CORR-           7.25  (seconds)                    DEFLEC99
 RF0751  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 RF0751
 RF0751  HORZ ORDER  -  THIRD
 RF0751
 RF0751.The horizontal coordinates were established by classical geodetic methods
 RF0751.and adjusted by the National Geodetic Survey in March 1998..
 RF0751
 RF0751.The orthometric height was scaled from a topographic map.
 RF0751
 RF0751.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0751
 RF0751.The geoid height was determined by GEOID03.
 RF0751
 RF0751;                    North         East     Units Scale Factor Converg.
 RF0751;SPC ME E     -   317,927.424   250,739.173   MT  0.99992982   -0 27 57.5
 RF0751;UTM  19      - 5,152,492.917   489,101.611   MT  0.99960146   -0 06 11.2
 RF0751
 RF0751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0751!SPC ME E     -   0.99996297  x   0.99992982  =   0.99989279
 RF0751!UTM  19      -   0.99996297  x   0.99960146  =   0.99956445
 RF0751
 RF0751:                Primary Azimuth Mark                     Grid Az
 RF0751:SPC ME E     -  MCNAIR BEETLE USGS                       161 52 21.3
 RF0751:UTM  19      -  MCNAIR BEETLE USGS                       161 30 35.0
 RF0751
 RF0751|---------------------------------------------------------------------|
 RF0751| PID    Reference Object                     Distance      Geod. Az  |
 RF0751|                                                           dddmmss.s |
 RF0751| RF0759 MCNAIR BEETLE USGS                  APPROX.27.9 KM 1612423.8 |
 RF0751|---------------------------------------------------------------------|
 RF0751
 RF0751                          SUPERSEDED SURVEY CONTROL
 RF0751
 RF0751  NAD 83(1992)-  46 31 33.29576(N)    069 08 31.54821(W) AD(       ) 3
 RF0751  NAD 83(1986)-  46 31 33.30166(N)    069 08 31.55619(W) AD(       ) 3
 RF0751  NAD 27      -  46 31 33.18411(N)    069 08 33.36787(W) AD(       ) 3
 RF0751
 RF0751.Superseded values are not recommended for survey control.
 RF0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0751.See file dsdata.txt to determine how the superseded data were derived.
 RF0751
 RF0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM8910252493(NAD 83)
 RF0751_MARKER: DD = SURVEY DISK
 RF0751_SETTING: 0 = UNSPECIFIED SETTING
 RF0751_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RF0751
 RF0751  HISTORY     - Date     Condition        Report By
 RF0751  HISTORY     - 1930     MONUMENTED       USGS
 RF0751
 RF0751                          STATION DESCRIPTION
 RF0751
 RF0751'DESCRIBED BY US GEOLOGICAL SURVEY 1930
 RF0751'CHURCHILL LAKE DAM, ABOUT 9.0 MI NE. OF, AT HEADWATERS OF MUSQUACOOK
 RF0751'AT NW. SIDE OF CLEAR LAKE, IN SOLID LEDGE UNDER CENTER OF STEEL
 RF0751'LOOKOUT TOWER, STANDARD DISK STAMPED---CLEAR LAKE 1930---(TRAIL AND
 RF0751'TELEPHONE CONNECT CHURCHILL LAKE DAM AND TOWER)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1949 ***********************************************************************
 QF1949  DESIGNATION -  CLEAR TABLET IBC
 QF1949  PID         -  QF1949
 QF1949  STATE/COUNTY-  ME/AROOSTOOK
 QF1949  USGS QUAD   -  ORIENT (1989)
 QF1949
 QF1949                         *CURRENT SURVEY CONTROL
 QF1949  ___________________________________________________________________
 QF1949* NAD 83(1996)-  45 49 09.11609(N)    067 46 24.48387(W)     ADJUSTED  
 QF1949* NAVD 88     -       133.     (meters)     436.     (feet)  SCALED    
 QF1949  ___________________________________________________________________
 QF1949  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 QF1949  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 QF1949
 QF1949  HORZ ORDER  -  THIRD
 QF1949
 QF1949.The horizontal coordinates were established by classical geodetic methods
 QF1949.and adjusted by the National Geodetic Survey in March 1998..
 QF1949
 QF1949.The orthometric height was scaled from a topographic map.
 QF1949
 QF1949.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1949
 QF1949.The geoid height was determined by GEOID03.
 QF1949
 QF1949;                    North         East     Units Scale Factor Converg.
 QF1949;SPC ME E     -   239,436.713   356,456.924   MT  0.99993917   +0 31 15.8
 QF1949;UTM  19      - 5,074,691.006   595,281.894   MT  0.99971161   +0 52 46.8
 QF1949
 QF1949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1949!SPC ME E     -   0.99998289  x   0.99993917  =   0.99992206
 QF1949!UTM  19      -   0.99998289  x   0.99971161  =   0.99969451
 QF1949
 QF1949                          SUPERSEDED SURVEY CONTROL
 QF1949
 QF1949  NAD 83(1992)-  45 49 09.11328(N)    067 46 24.48241(W) AD(       ) 3
 QF1949  NAD 83(1986)-  45 49 09.11840(N)    067 46 24.50278(W) AD(       ) 3
 QF1949  NAD 27      -  45 49 08.90828(N)    067 46 26.45974(W) AD(       ) 3
 QF1949
 QF1949.Superseded values are not recommended for survey control.
 QF1949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1949.See file dsdata.txt to determine how the superseded data were derived.
 QF1949
 QF1949_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9528274691(NAD 83)
 QF1949_MARKER: DD = SURVEY DISK
 QF1949_SETTING: 80 = SET IN A BOULDER
 QF1949_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF1949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1949+STABILITY: SURFACE MOTION
 QF1949
 QF1949  HISTORY     - Date     Condition        Report By
 QF1949  HISTORY     - 1946     MONUMENTED       IBC
 QF1949  HISTORY     - 1972     GOOD             IBC
 QF1949
 QF1949                          STATION DESCRIPTION
 QF1949
 QF1949'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF1949'ABOUT 7.04 FEET SW OF CLEAR, IN A BOULDER EMBEDDED IN THE GROUND.
 QF1949'
 QF1949'STATION MARK IS AN IBC STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 QF1949'IN THE ROCK.
 QF1949
 QF1949                          STATION RECOVERY (1972)
 QF1949
 QF1949'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1949'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1071 ***********************************************************************
 QF1071  DESIGNATION -  CLEAR TS J2F IBC
 QF1071  PID         -  QF1071
 QF1071  STATE/COUNTY-  ME/WASHINGTON
 QF1071  USGS QUAD   -  KELLEYLAND (1988)
 QF1071
 QF1071                         *CURRENT SURVEY CONTROL
 QF1071  ___________________________________________________________________
 QF1071* NAD 83(1996)-  45 22 25.67011(N)    067 25 20.40421(W)     ADJUSTED  
 QF1071* NAVD 88     -        67.     (meters)     220.     (feet)  SCALED    
 QF1071  ___________________________________________________________________
 QF1071  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 QF1071  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 QF1071
 QF1071  HORZ ORDER  -  THIRD
 QF1071
 QF1071.The horizontal coordinates were established by classical geodetic methods
 QF1071.and adjusted by the National Geodetic Survey in March 1998..
 QF1071
 QF1071.The orthometric height was scaled from a topographic map.
 QF1071
 QF1071.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1071
 QF1071.The geoid height was determined by GEOID03.
 QF1071
 QF1071;                    North         East     Units Scale Factor Converg.
 QF1071;SPC ME E     -   190,246.474   384,407.713   MT  0.99998757   +0 46 01.3
 QF1071;UTM  19      - 5,025,686.498   623,532.840   MT  0.99978763   +1 07 22.7
 QF1071
 QF1071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1071!SPC ME E     -   0.99999322  x   0.99998757  =   0.99998080
 QF1071!UTM  19      -   0.99999322  x   0.99978763  =   0.99978086
 QF1071
 QF1071                          SUPERSEDED SURVEY CONTROL
 QF1071
 QF1071  NAD 83(1992)-  45 22 25.66770(N)    067 25 20.40384(W) AD(       ) 3
 QF1071  NAD 83(1986)-  45 22 25.67163(N)    067 25 20.41186(W) AD(       ) 3
 QF1071  NAD 27      -  45 22 25.40900(N)    067 25 22.40300(W) AD(       ) 3
 QF1071
 QF1071.Superseded values are not recommended for survey control.
 QF1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1071.See file dsdata.txt to determine how the superseded data were derived.
 QF1071
 QF1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2353325686(NAD 83)
 QF1071_MARKER: X = CHISELED CROSS
 QF1071_SETTING: 80 = SET IN A BOULDER
 QF1071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1071+STABILITY: SURFACE MOTION
 QF1071
 QF1071  HISTORY     - Date     Condition        Report By
 QF1071  HISTORY     - 1910     MONUMENTED       IBC
 QF1071
 QF1071                          STATION DESCRIPTION
 QF1071
 QF1071'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (AJB)
 QF1071'ON THE W SIDE OF THE ST CROIX RIVER, OPPOSITE A LITTLE ISLAND
 QF1071'SOMEWHAT OVER HALFWAY DOWNSTREAM FROM THE CANOOSE RIVER TO THE
 QF1071'GUZZLE.
 QF1071'STATION MARK IS THE CENTER OF A CROSS CUT IN THE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1562 ***********************************************************************
 QF1562  DESIGNATION -  CLEFT IBC
 QF1562  PID         -  QF1562
 QF1562  STATE/COUNTY-  ME/WASHINGTON
 QF1562  USGS QUAD   -  LAMBERT LAKE (1988)
 QF1562
 QF1562                         *CURRENT SURVEY CONTROL
 QF1562  ___________________________________________________________________
 QF1562* NAD 83(1996)-  45 35 40.39393(N)    067 32 42.70334(W)     ADJUSTED  
 QF1562* NAVD 88     -       118.     (meters)     387.     (feet)  SCALED    
 QF1562  ___________________________________________________________________
 QF1562  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 QF1562  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 QF1562
 QF1562  HORZ ORDER  -  THIRD
 QF1562
 QF1562.The horizontal coordinates were established by classical geodetic methods
 QF1562.and adjusted by the National Geodetic Survey in March 1998..
 QF1562
 QF1562.The orthometric height was scaled from a topographic map.
 QF1562
 QF1562.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1562
 QF1562.The geoid height was determined by GEOID03.
 QF1562
 QF1562;                    North         East     Units Scale Factor Converg.
 QF1562;SPC ME E     -   214,657.645   374,493.155   MT  0.99996820   +0 40 55.7
 QF1562;UTM  19      - 5,050,030.498   613,468.599   MT  0.99975829   +1 02 22.0
 QF1562
 QF1562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1562!SPC ME E     -   0.99998525  x   0.99996820  =   0.99995345
 QF1562!UTM  19      -   0.99998525  x   0.99975829  =   0.99974355
 QF1562
 QF1562:                Primary Azimuth Mark                     Grid Az
 QF1562:SPC ME E     -  MUDDIE IBC                               274 47 53.2
 QF1562:UTM  19      -  MUDDIE IBC                               274 26 26.9
 QF1562
 QF1562|---------------------------------------------------------------------|
 QF1562| PID    Reference Object                     Distance      Geod. Az  |
 QF1562|                                                           dddmmss.s |
 QF1562| QF1590 MUDDIE IBC                          APPROX. 0.7 KM 2752848.9 |
 QF1562|---------------------------------------------------------------------|
 QF1562
 QF1562                          SUPERSEDED SURVEY CONTROL
 QF1562
 QF1562  NAD 83(1992)-  45 35 40.39016(N)    067 32 42.70060(W) AD(       ) 3
 QF1562  NAD 83(1986)-  45 35 40.39384(N)    067 32 42.71193(W) AD(       ) 3
 QF1562  NAD 27      -  45 35 40.15500(N)    067 32 44.69300(W) AD(       ) 3
 QF1562
 QF1562.Superseded values are not recommended for survey control.
 QF1562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1562.See file dsdata.txt to determine how the superseded data were derived.
 QF1562
 QF1562_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL1346950030(NAD 83)
 QF1562_MARKER: DD = SURVEY DISK
 QF1562_SETTING: 80 = SET IN A BOULDER
 QF1562_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF1562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1562+STABILITY: SURFACE MOTION
 QF1562
 QF1562  HISTORY     - Date     Condition        Report By
 QF1562  HISTORY     - 1911     MONUMENTED       IBC
 QF1562  HISTORY     - 1955     GOOD             IBC
 QF1562  HISTORY     - 1972     GOOD             IBC
 QF1562
 QF1562                          STATION DESCRIPTION
 QF1562
 QF1562'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (AJB)
 QF1562'ON THE SW SHORE OF SPEDNIK LAKE, ON THE POINT, SOMETIMES CALLED MUD
 QF1562'POINT, AT THE E AND LOWER SIDE OF THE ENTRANCE TO MUD COVE.  IT IS
 QF1562'ON LAKE SIDE OF THE POINT, SOME 200 METERS DOWNLAKE FROM THE EXTREME
 QF1562'END OF THE POINT.  A LINE FROM THE STATION TO THE POINT THAT PROJECTS
 QF1562'FARTHEST INTO THE WATER ON THE W SHORE OF SANDY COVE PASSES ALONG
 QF1562'THE SIDE OF THE BIGGEST ROCK ON MUD POINT.  THIS ROCK IS ABOUT 180
 QF1562'METERS UPLAKE FROM THE STATION.  THE STATION IS ON THE SE PORTION
 QF1562'OF A CLEFT ROCK.  THIS PORTION OF THE ROCK IS 4.9 METERS LONG, 2.4
 QF1562'METERS WIDE, AND 2.1 METERS HIGH.  THE STATION ROCK IS THE LARGEST
 QF1562'ON THE POINT EXCEPT THE ONE MENTIONED ABOVE, AND IS 75 FEET OUTSIDE
 QF1562'THE TREE AND HIGH - WATER LINE AND 40 FEET OUTSIDE THE MEAN
 QF1562'LOW - WATER LINE.
 QF1562'
 QF1562'STATION MARK IS A US AND CB STATION DISK SET IN A DRILL HOLE IN THE
 QF1562'ROCK.
 QF1562
 QF1562                          STATION RECOVERY (1955)
 QF1562
 QF1562'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1562'STATION RECOVERED IN GOOD CONDITION.
 QF1562
 QF1562                          STATION RECOVERY (1972)
 QF1562
 QF1562'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1562'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0950 ***********************************************************************
 PD0950  DESIGNATION -  CLIFF 1883
 PD0950  PID         -  PD0950
 PD0950  STATE/COUNTY-  ME/WASHINGTON
 PD0950  USGS QUAD   -  MOOSE RIVER (1993)
 PD0950
 PD0950                         *CURRENT SURVEY CONTROL
 PD0950  ___________________________________________________________________
 PD0950* NAD 83(1996)-  44 43 35.51114(N)    067 06 11.78529(W)     ADJUSTED  
 PD0950* NAVD 88     -        26.     (meters)      85.     (feet)  SCALED    
 PD0950  ___________________________________________________________________
 PD0950  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 PD0950  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 PD0950
 PD0950  HORZ ORDER  -  THIRD
 PD0950
 PD0950.The horizontal coordinates were established by classical geodetic methods
 PD0950.and adjusted by the National Geodetic Survey in March 1998..
 PD0950
 PD0950.The orthometric height was scaled from a topographic map.
 PD0950
 PD0950.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0950
 PD0950.The geoid height was determined by GEOID03.
 PD0950
 PD0950;                    North         East     Units Scale Factor Converg.
 PD0950;SPC ME E     -   118,705.284   410,639.108   MT  1.00005048   +0 58 58.8
 PD0950;UTM  19      - 4,954,322.050   650,200.749   MT  0.99987743   +1 20 06.1
 PD0950
 PD0950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0950!SPC ME E     -   0.99999945  x   1.00005048  =   1.00004993
 PD0950!UTM  19      -   0.99999945  x   0.99987743  =   0.99987688
 PD0950
 PD0950                          SUPERSEDED SURVEY CONTROL
 PD0950
 PD0950  NAD 83(1992)-  44 43 35.50916(N)    067 06 11.78345(W) AD(       ) 3
 PD0950  NAD 83(1986)-  44 43 35.50596(N)    067 06 11.78542(W) AD(       ) 3
 PD0950  NAD 27      -  44 43 35.21000(N)    067 06 13.86000(W) AD(       ) 3
 PD0950
 PD0950.Superseded values are not recommended for survey control.
 PD0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0950.See file dsdata.txt to determine how the superseded data were derived.
 PD0950
 PD0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5020154322(NAD 83)
 PD0950
 PD0950  HISTORY     - Date     Condition        Report By
 PD0950  HISTORY     - 1883     MONUMENTED       CGS
 PD0950  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0950
 PD0950                          STATION DESCRIPTION
 PD0950
 PD0950'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0950'STATION IS ON THE HIGHEST POINT OF ROCK LEDGE ON THE SUMMIT
 PD0950'OF A HIGH, ROCKY, WOODED HILL ABOUT 100 FEET HIGH, ON THE COAST
 PD0950'OF GRAND MANAN CHANNEL, ABOUT 1/2 MILE S OF THE MOUTH OF
 PD0950'MOOSE COVE.  THE STATION IS ABOUT 75 METERS S OF A SMALL
 PD0950'STREAM AND ABOUT 65 METERS W OF THE SHORE.  ON THE S SIDE
 PD0950'OF THE HILL IS A CLIFF-WALLED COVE, AND JUST S OF THIS COVE
 PD0950'AND 150 METERS S OF THE STATION IS THE MOST PROMINENT AND
 PD0950'MOST PRECIPITOUS CLIFF IN THE VICINITY.
 PD0950'
 PD0950'STATION MARK IS A DRILL HOLE SURROUNDED BY A TRIANGLE CUT
 PD0950'IN THE ROCK AND COVERED BY A CAIRN.
 PD0950'
 PD0950'TO REACH THE STATION FROM CUTLER POST OFFICE, DRIVE NE ON
 PD0950'MAINE HIGHWAY 191 ABOUT 7.1 MILES, THENCE E ABOUT 0.9 MILE
 PD0950'ON A ROUGH GRAVEL ROAD, THENCE S ON A FIELD ROAD ABOUT 0.4
 PD0950'MILE, THENCE WALK ABOUT 0.3 MILE E TO THE STATION.  THE FIELD
 PD0950'ROAD HAS A STEEP GRADE, AND IS PROBABLY PASSABLE BY TRUCK ONLY
 PD0950'IN DRY WEATHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2157 ***********************************************************************
 OC2157  DESIGNATION -  CLIFF HOUSE CUPOLA
 OC2157  PID         -  OC2157
 OC2157  STATE/COUNTY-  ME/YORK
 OC2157  USGS QUAD   -  YORK BEACH (1998)
 OC2157
 OC2157                         *CURRENT SURVEY CONTROL
 OC2157  ___________________________________________________________________
 OC2157* NAD 83(1996)-  43 13 14.33436(N)    070 34 38.53893(W)     ADJUSTED  
 OC2157* NAVD 88     -        18.     (meters)      59.     (feet)  SCALED    
 OC2157  ___________________________________________________________________
 OC2157  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 OC2157  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 OC2157
 OC2157  HORZ ORDER  -  THIRD
 OC2157
 OC2157.The horizontal coordinates were established by classical geodetic methods
 OC2157.and adjusted by the National Geodetic Survey in March 1998..
 OC2157
 OC2157.The orthometric height was scaled from a topographic map.
 OC2157
 OC2157.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2157
 OC2157.The geoid height was determined by GEOID03.
 OC2157
 OC2157;                    North         East     Units Scale Factor Converg.
 OC2157;SPC ME W     -    43,108.564   866,631.873   MT  0.99998036   -0 16 52.5
 OC2157;SPC NH       -    80,630.331   388,501.048   MT  1.00006298   +0 44 45.6
 OC2157;SPC NH       -   264,534.68  1,274,607.19   sFT  1.00006298   +0 44 45.6
 OC2157;UTM  19      - 4,786,525.684   371,890.992   MT  0.99980189   -1 04 49.2
 OC2157
 OC2157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2157!SPC ME W     -   1.00000136  x   0.99998036  =   0.99998172
 OC2157!SPC NH       -   1.00000136  x   1.00006298  =   1.00006434
 OC2157!UTM  19      -   1.00000136  x   0.99980189  =   0.99980325
 OC2157
 OC2157:                Primary Azimuth Mark                     Grid Az
 OC2157:SPC ME W     -  WELLS CHURCH SPIRE                       000 19 44.2
 OC2157:SPC NH       -  WELLS CHURCH SPIRE                       359 18 06.1
 OC2157:UTM  19      -  WELLS CHURCH SPIRE                       001 07 40.9
 OC2157
 OC2157|---------------------------------------------------------------------|
 OC2157| PID    Reference Object                     Distance      Geod. Az  |
 OC2157|                                                           dddmmss.s |
 OC2157| OC2097 WELLS CHURCH SPIRE                  APPROX.11.7 KM 0000251.7 |
 OC2157| OC2065 KENNEBUNK STANDPIPE                 APPROX.18.1 KM 0072955.7 |
 OC2157| OC1995 BOON ISLAND LIGHTHOUSE              APPROX.13.7 KM 1431703.9 |
 OC2157|---------------------------------------------------------------------|
 OC2157
 OC2157                          SUPERSEDED SURVEY CONTROL
 OC2157
 OC2157  NAD 83(1992)-  43 13 14.33344(N)    070 34 38.53977(W) AD(       ) 3
 OC2157  NAD 83(1986)-  43 13 14.33819(N)    070 34 38.54494(W) AD(       ) 3
 OC2157  NAD 27      -  43 13 14.01900(N)    070 34 40.35200(W) AD(       ) 3
 OC2157
 OC2157.Superseded values are not recommended for survey control.
 OC2157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2157.See file dsdata.txt to determine how the superseded data were derived.
 OC2157
 OC2157_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH7189186526(NAD 83)
 OC2157
 OC2157  HISTORY     - Date     Condition        Report By
 OC2157  HISTORY     - UNK      MONUMENTED
 OC2157  HISTORY     - 1941     SEE DESCRIPTION  CGS
 OC2157  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OC2157  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 OC2157
 OC2157                          STATION DESCRIPTION
 OC2157
 OC2157'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC2157'THIS INTERSECTION STATION IS THE CUPOLA ON THE CLIFF HOUSE
 OC2157'HOTEL, WHICH IS A RESORT HOTEL ON BALD HEAD CLIFF, ABOUT 2.2
 OC2157'MILES S OF OGUNQUIT, AND 3.8 MILES N OF CAPE NEDDICK.
 OC2157
 OC2157                          STATION RECOVERY (1953)
 OC2157
 OC2157'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EHK)
 OC2157'STATION WAS RECOVERED AS DESCRIBED BY P.L.B. IN 1941.
 OC2157
 OC2157                          STATION RECOVERY (1983)
 OC2157
 OC2157'RECOVERY NOTE BY US POWER SQUADRON 1983 (HCP)
 OC2157'DUE TO EXTENSIVE RENOVATIONS THIS CUPOLA NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2155 ***********************************************************************
 OC2155  DESIGNATION -  CLIFF MAGNETIC
 OC2155  PID         -  OC2155
 OC2155  STATE/COUNTY-  ME/YORK
 OC2155  USGS QUAD   -  YORK BEACH (1998)
 OC2155
 OC2155                         *CURRENT SURVEY CONTROL
 OC2155  ___________________________________________________________________
 OC2155* NAD 83(1996)-  43 13 14.67169(N)    070 34 34.08939(W)     ADJUSTED  
 OC2155* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 OC2155  ___________________________________________________________________
 OC2155  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 OC2155  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 OC2155
 OC2155  HORZ ORDER  -  THIRD
 OC2155
 OC2155.The horizontal coordinates were established by classical geodetic methods
 OC2155.and adjusted by the National Geodetic Survey in March 1998..
 OC2155
 OC2155.The orthometric height was scaled from a topographic map.
 OC2155
 OC2155.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2155
 OC2155.The geoid height was determined by GEOID03.
 OC2155
 OC2155;                    North         East     Units Scale Factor Converg.
 OC2155;SPC ME W     -    43,118.481   866,732.342   MT  0.99998028   -0 16 49.5
 OC2155;SPC NH       -    80,642.050   388,601.332   MT  1.00006320   +0 44 48.7
 OC2155;SPC NH       -   264,573.13  1,274,936.20   sFT  1.00006320   +0 44 48.7
 OC2155;UTM  19      - 4,786,534.198   371,991.572   MT  0.99980157   -1 04 46.2
 OC2155
 OC2155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2155!SPC ME W     -   1.00000324  x   0.99998028  =   0.99998352
 OC2155!SPC NH       -   1.00000324  x   1.00006320  =   1.00006644
 OC2155!UTM  19      -   1.00000324  x   0.99980157  =   0.99980481
 OC2155
 OC2155:                Primary Azimuth Mark                     Grid Az
 OC2155:SPC ME W     -  KENNEBUNK STANDPIPE                      007 28 06.0
 OC2155:SPC NH       -  KENNEBUNK STANDPIPE                      006 26 27.8
 OC2155:UTM  19      -  KENNEBUNK STANDPIPE                      008 16 02.7
 OC2155
 OC2155|---------------------------------------------------------------------|
 OC2155| PID    Reference Object                     Distance      Geod. Az  |
 OC2155|                                                           dddmmss.s |
 OC2155| OC2065 KENNEBUNK STANDPIPE                 APPROX.18.0 KM 0071116.5 |
 OC2155| OC1995 BOON ISLAND LIGHTHOUSE              APPROX.13.7 KM 1433853.6 |
 OC2155| OC2154 PASSACONAWAY INN CUPOLA             APPROX. 3.8 KM 2083612.8 |
 OC2155| OC2157 CLIFF HOUSE CUPOLA                  100.960 METERS 26405     |
 OC2155| OC2097 WELLS CHURCH SPIRE                  APPROX.11.7 KM 3593328.9 |
 OC2155|---------------------------------------------------------------------|
 OC2155
 OC2155                          SUPERSEDED SURVEY CONTROL
 OC2155
 OC2155  NAD 83(1992)-  43 13 14.67077(N)    070 34 34.09026(W) AD(       ) 3
 OC2155  NAD 83(1986)-  43 13 14.67553(N)    070 34 34.09543(W) AD(       ) 3
 OC2155  NAD 27      -  43 13 14.36900(N)    070 34 35.89300(W) AD(       ) 3
 OC2155
 OC2155.Superseded values are not recommended for survey control.
 OC2155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2155.See file dsdata.txt to determine how the superseded data were derived.
 OC2155
 OC2155_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH7199286534(NAD 83)
 OC2155_MARKER: Z = SEE DESCRIPTION
 OC2155_SETTING: 0 = UNSPECIFIED SETTING
 OC2155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC2155
 OC2155  HISTORY     - Date     Condition        Report By
 OC2155  HISTORY     - 1928     MONUMENTED       CGS
 OC2155  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OC2155  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OC2155
 OC2155                          STATION DESCRIPTION
 OC2155
 OC2155'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (GCM)
 OC2155'STATION IS ON THE PROMINENT ROCKY POINT 150 METERS NE FROM
 OC2155'BALD HEAD CLIFF HOUSE, ON SOLID ROCK TABLE EXTENDING OUTWARD
 OC2155'FROM THE CLIFF IN LINE WITH THE HOTEL PROPERTY LINE AND FENCE,
 OC2155'10 METERS IN FROM THE OUTER END OF THE TABLE.
 OC2155'
 OC2155'STATION IS MARKED BY A BRONZE TRIANGULATION TABLET CEMENTED
 OC2155'INTO THE ROCK.
 OC2155'
 OC2155'MAGNETIC DECLINATION OBSERVED.
 OC2155
 OC2155                          STATION RECOVERY (1943)
 OC2155
 OC2155'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 OC2155'RECOVERED IN GOOD CONDITION AS DESCRIBED IN ORIGINAL DESCRIPTION
 OC2155'WITH THE FOLLOWING DISCREPANCIES--
 OC2155'
 OC2155'1.  150 METERS ESE, NOT 150 METERS NE FROM BALD HEAD CLIFF HOUSE.
 OC2155'
 OC2155'2.  13.3 METERS IN FROM OUTER EDGE OF TABLE, NOT 10 METERS.
 OC2155
 OC2155                          STATION RECOVERY (1953)
 OC2155
 OC2155'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EHK)
 OC2155'STATION WAS RECOVERED IN GOOD CONDITION.  THE PUBLISHED
 OC2155'DESCRIPTION IS ADEQUATE.  THE STATION IS NE OF BALD HEAD CLIFF
 OC2155'HOUSE AS STATED IN THE ORIGINAL DESCRIPTION, NOT E-SE AS
 OC2155'REPORTED IN THE RECOVERY NOTES OF 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0878 ***********************************************************************
 PD0878  DESIGNATION -  CLINE HILL
 PD0878  PID         -  PD0878
 PD0878  STATE/COUNTY-  ME/WASHINGTON
 PD0878  USGS QUAD   -  EASTPORT (1977)
 PD0878
 PD0878                         *CURRENT SURVEY CONTROL
 PD0878  ___________________________________________________________________
 PD0878* NAD 83(1996)-  44 52 33.96292(N)    067 01 11.69730(W)     ADJUSTED  
 PD0878* NAVD 88     -        44.4    (meters)     146.     (feet)  VERTCON   
 PD0878  ___________________________________________________________________
 PD0878  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 PD0878  GEOID HEIGHT-         -22.44  (meters)                     GEOID03
 PD0878
 PD0878  HORZ ORDER  -  SECOND
 PD0878
 PD0878.The horizontal coordinates were established by classical geodetic methods
 PD0878.and adjusted by the National Geodetic Survey in March 1998..
 PD0878
 PD0878.The NAVD 88 height was computed by applying the VERTCON shift value to
 PD0878.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PD0878
 PD0878.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0878
 PD0878.The geoid height was determined by GEOID03.
 PD0878
 PD0878;                    North         East     Units Scale Factor Converg.
 PD0878;SPC ME E     -   135,441.741   416,939.563   MT  1.00006810   +1 02 39.9
 PD0878;UTM  19      - 4,971,094.096   656,397.069   MT  0.99990078   +1 23 50.6
 PD0878
 PD0878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0878!SPC ME E     -   0.99999655  x   1.00006810  =   1.00006465
 PD0878!UTM  19      -   0.99999655  x   0.99990078  =   0.99989733
 PD0878
 PD0878|---------------------------------------------------------------------|
 PD0878| PID    Reference Object                     Distance      Geod. Az  |
 PD0878|                                                           dddmmss.s |
 PD0878| CE7847 CLINE HILL RM 2                       4.880 METERS 08011     |
 PD0878| PD0839 GOVE RESET                          APPROX. 4.1 KM 3134026.5 |
 PD0878| CE7846 CLINE HILL RM 1                       6.632 METERS 33255     |
 PD0878| PD0853 QUODDY VILLAGE TANK                 APPROX. 5.8 KM 3542708.6 |
 PD0878|---------------------------------------------------------------------|
 PD0878
 PD0878                          SUPERSEDED SURVEY CONTROL
 PD0878
 PD0878  NAD 83(1992)-  44 52 33.95257(N)    067 01 11.69895(W) AD(       ) 2
 PD0878  NAD 83(1986)-  44 52 33.95093(N)    067 01 11.69837(W) AD(       ) 2
 PD0878  NAD 27      -  44 52 33.66861(N)    067 01 13.77983(W) AD(       ) 2
 PD0878  NGVD 29 (07/19/86)   44.6    (m)          146.     (f) VERT ANG       
 PD0878
 PD0878.Superseded values are not recommended for survey control.
 PD0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0878.See file dsdata.txt to determine how the superseded data were derived.
 PD0878
 PD0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5639771094(NAD 83)
 PD0878_MARKER: DS = TRIANGULATION STATION DISK
 PD0878_SETTING: 0 = UNSPECIFIED SETTING
 PD0878
 PD0878  HISTORY     - Date     Condition        Report By
 PD0878  HISTORY     - 1960     MONUMENTED       CGS
 PD0878
 PD0878                          STATION DESCRIPTION
 PD0878
 PD0878'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HRL)
 PD0878'THE STATION IS ON A BARE ROCKY HILL THAT IS COVERED WITH MANY
 PD0878'CRAGS AND STUMPS OF BURNED TREES, ABOUT 3 MILES SOUTHEAST OF THE
 PD0878'NORTH END OF SEWARD NECK, ABOUT 2 MILES NORTHWEST OF THE TOWN
 PD0878'OF LUBEC AND ON THE PROPERTY OF MR. GEORGE A. CLINE.
 PD0878'
 PD0878'TO REACH FROM THE INTERSECTION OF GOVERNMENT STREET AND
 PD0878'MAIN STREET IN LUBEC, GO SOUTHWEST ON STATE HIGHWAY NO. 189 FOR 1.7
 PD0878'MILES TO C.C. SPRAUGE GROCERY STORE ON RIGHT AND CROSSROADS
 PD0878'SOUTH OF STORE.  TURN RIGHT AND GO NORTHWEST ON PAVED ROAD
 PD0878'FOR 2.75 MILES TO LARGE FRAME HOUSE ON LEFT AND GARAGE ON RIGHT
 PD0878'AND END OF TRUCK TRAVEL.  WALK SOUTHWEST FROM HOUSE UP A STEEP
 PD0878'ROCKY HILL FOR ABOUT 0.1 MILE TO HIGHEST POINT AND STATION.
 PD0878'THE STATION IS MARKED BY A STANDARD DISK SET FLUSH INTO THE
 PD0878'BARE ROCK AND STAMPED CLINE HILL 1960.
 PD0878'
 PD0878'REFERENCE MARK NO. 1 IS SET FLUSH INTO ROCK NORTH OF
 PD0878'STATION.  IT IS A STANDARD REFERENCE DISK STAMPED CLINE HILL
 PD0878'NO 1 1960.
 PD0878'
 PD0878'REFERENCE MARK NO. 2 IS SET FLUSH INTO ROCK EAST OF THE
 PD0878'STATION.  IT IS A STANDARD REFERENCE DISK STAMPED CLINE HILL
 PD0878'NO 2 1960.
 PD0878'
 PD0878'HEIGHT OF LIGHT ABOVE STATION MARK 1.41 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1733 ***********************************************************************
 PE1733  DESIGNATION -  CLINES BARN EAST GABLE
 PE1733  PID         -  PE1733
 PE1733  STATE/COUNTY-  ME/HANCOCK
 PE1733  USGS QUAD   -  HANCOCK (1981)
 PE1733
 PE1733                         *CURRENT SURVEY CONTROL
 PE1733  ___________________________________________________________________
 PE1733* NAD 83(1996)-  44 32 37.23000(N)    068 17 11.93667(W)     ADJUSTED  
 PE1733* NAVD 88     -                                                        
 PE1733  ___________________________________________________________________
 PE1733  LAPLACE CORR-           3.75  (seconds)                    DEFLEC99
 PE1733  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 PE1733
 PE1733  HORZ ORDER  -  THIRD
 PE1733
 PE1733.The horizontal coordinates were established by classical geodetic methods
 PE1733.and adjusted by the National Geodetic Survey in March 1998..
 PE1733
 PE1733
 PE1733.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1733
 PE1733.The geoid height was determined by GEOID03.
 PE1733
 PE1733;                    North         East     Units Scale Factor Converg.
 PE1733;SPC ME E     -    97,460.560   316,953.339   MT  0.99990353   +0 08 58.8
 PE1733;UTM  19      - 4,932,507.964   556,667.468   MT  0.99963949   +0 30 01.4
 PE1733
 PE1733                          SUPERSEDED SURVEY CONTROL
 PE1733
 PE1733  NAD 83(1992)-  44 32 37.22327(N)    068 17 11.93859(W) AD(       ) 4
 PE1733  NAD 83(1986)-  44 32 37.22168(N)    068 17 11.94207(W) AD(       ) 4
 PE1733  NAD 27      -  44 32 36.93000(N)    068 17 13.89000(W) AD(       ) 3
 PE1733
 PE1733.Superseded values are not recommended for survey control.
 PE1733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1733.See file dsdata.txt to determine how the superseded data were derived.
 PE1733
 PE1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK5666732508(NAD 83)
 PE1733
 PE1733  HISTORY     - Date     Condition        Report By
 PE1733  HISTORY     - 1879     MONUMENTED       CGS
 PE1733  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE1733
 PE1733                          STATION DESCRIPTION
 PE1733
 PE1733'DESCRIBED BY COAST AND GEODETIC SURVEY 1879 (HGO)
 PE1733'THE E GABLE OF GEORGE P. CLINES BARN.
 PE1733
 PE1733                          STATION RECOVERY (1944)
 PE1733
 PE1733'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1733'STATION IS LOST.  THE BARN HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0435 ***********************************************************************
 SF0435  DESIGNATION -  CLOVETTE
 SF0435  PID         -  SF0435
 SF0435  STATE/COUNTY-  ME/AROOSTOOK
 SF0435  USGS QUAD   -  FORT KENT SOUTH (1985)
 SF0435
 SF0435                         *CURRENT SURVEY CONTROL
 SF0435  ___________________________________________________________________
 SF0435* NAD 83(1996)-  47 10 46.86144(N)    068 30 11.09772(W)     ADJUSTED  
 SF0435* NAVD 88     -       360.48   (+/-2cm)    1182.7    (feet)  VERTCON   
 SF0435  ___________________________________________________________________
 SF0435  LAPLACE CORR-           5.39  (seconds)                    DEFLEC99
 SF0435  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 SF0435
 SF0435  HORZ ORDER  -  THIRD
 SF0435  VERT ORDER  -  THIRD ? (See Below)
 SF0435
 SF0435.The horizontal coordinates were established by classical geodetic methods
 SF0435.and adjusted by the National Geodetic Survey in March 1998..
 SF0435
 SF0435.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0435.The vertical order pertains to the NGVD 29 superseded value.
 SF0435
 SF0435.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0435
 SF0435.The geoid height was determined by GEOID03.
 SF0435
 SF0435;                    North         East     Units Scale Factor Converg.
 SF0435;SPC ME E     -   390,397.836   299,766.353   MT  0.99990000   -0 00 08.1
 SF0435;UTM  19      - 5,225,251.787   537,651.549   MT  0.99961742   +0 21 52.2
 SF0435
 SF0435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0435!SPC ME E     -   0.99994729  x   0.99990000  =   0.99984729
 SF0435!UTM  19      -   0.99994729  x   0.99961742  =   0.99956473
 SF0435
 SF0435:                Primary Azimuth Mark                     Grid Az
 SF0435:SPC ME E     -  HEDGEHOG LOT                             184 55 43.4
 SF0435:UTM  19      -  HEDGEHOG LOT                             184 33 43.1
 SF0435
 SF0435|---------------------------------------------------------------------|
 SF0435| PID    Reference Object                     Distance      Geod. Az  |
 SF0435|                                                           dddmmss.s |
 SF0435| RF0732 HEDGEHOG LOT                        APPROX.27.7 KM 1845535.3 |
 SF0435|---------------------------------------------------------------------|
 SF0435
 SF0435                          SUPERSEDED SURVEY CONTROL
 SF0435
 SF0435  NAD 83(1992)-  47 10 46.85625(N)    068 30 11.09330(W) AD(       ) 3
 SF0435  NAD 83(1986)-  47 10 46.86236(N)    068 30 11.08896(W) AD(       ) 3
 SF0435  NAD 27      -  47 10 46.68205(N)    068 30 12.91714(W) AD(       ) 3
 SF0435  NGVD 29 (07/19/86)  360.58   (m)         1183.0    (f) LEVELING    3  
 SF0435
 SF0435.Superseded values are not recommended for survey control.
 SF0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0435.See file dsdata.txt to determine how the superseded data were derived.
 SF0435
 SF0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN3765225252(NAD 83)
 SF0435_MARKER: DD = SURVEY DISK
 SF0435_SETTING: 0 = UNSPECIFIED SETTING
 SF0435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0435
 SF0435  HISTORY     - Date     Condition        Report By
 SF0435  HISTORY     - 1927     MONUMENTED       USGS
 SF0435
 SF0435                          STATION DESCRIPTION
 SF0435
 SF0435'DESCRIBED BY US GEOLOGICAL SURVEY 1927
 SF0435'SITUATED ABOUT 1.5 MI W. AND 1.0 MI OF DAIGLE POST OFFICE ON THE
 SF0435'HIGHEST PART OF A BARE CULTIVATED FIELD, 0.25 MI E. OF HOUSE OF VIC
 SF0435'CLOVETTE ON WHOSE LAND IT IS.
 SF0435'
 SF0435'STATION MARK-  STANDARD DISK IN CONCRETE POST WITH TOP ABOUT 1 FT
 SF0435'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1700 ***********************************************************************
 PE1700  DESIGNATION -  CLUB 1945
 PE1700  PID         -  PE1700
 PE1700  STATE/COUNTY-  ME/HANCOCK
 PE1700  USGS QUAD   -  TUNK LAKE (1982)
 PE1700
 PE1700                         *CURRENT SURVEY CONTROL
 PE1700  ___________________________________________________________________
 PE1700* NAD 83(1996)-  44 33 33.27303(N)    068 03 39.87048(W)     ADJUSTED  
 PE1700* NAVD 88     -       196.     (meters)     643.     (feet)  SCALED    
 PE1700  ___________________________________________________________________
 PE1700  LAPLACE CORR-           4.34  (seconds)                    DEFLEC99
 PE1700  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 PE1700
 PE1700  HORZ ORDER  -  THIRD
 PE1700
 PE1700.The horizontal coordinates were established by classical geodetic methods
 PE1700.and adjusted by the National Geodetic Survey in March 1998..
 PE1700
 PE1700.The orthometric height was scaled from a topographic map.
 PE1700
 PE1700.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1700
 PE1700.The geoid height was determined by GEOID03.
 PE1700
 PE1700;                    North         East     Units Scale Factor Converg.
 PE1700;SPC ME E     -    99,261.867   334,868.654   MT  0.99991495   +0 18 28.7
 PE1700;UTM  19      - 4,934,418.435   574,566.847   MT  0.99966838   +0 39 31.8
 PE1700
 PE1700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1700!SPC ME E     -   0.99997306  x   0.99991495  =   0.99988801
 PE1700!UTM  19      -   0.99997306  x   0.99966838  =   0.99964145
 PE1700
 PE1700                          SUPERSEDED SURVEY CONTROL
 PE1700
 PE1700  NAD 83(1992)-  44 33 33.27096(N)    068 03 39.87124(W) AD(       ) 3
 PE1700  NAD 83(1986)-  44 33 33.26836(N)    068 03 39.87491(W) AD(       ) 3
 PE1700  NAD 27      -  44 33 32.98700(N)    068 03 41.84400(W) AD(       ) 3
 PE1700
 PE1700.Superseded values are not recommended for survey control.
 PE1700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1700.See file dsdata.txt to determine how the superseded data were derived.
 PE1700
 PE1700_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK7456734418(NAD 83)
 PE1700
 PE1700  HISTORY     - Date     Condition        Report By
 PE1700  HISTORY     - 1945     MONUMENTED       CGS
 PE1700
 PE1700                          STATION DESCRIPTION
 PE1700
 PE1700'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (FLP)
 PE1700'STATION IS ON TOP OF BLACKWOOD MTN. 4.3 MILES ESE OF SCHOODIC
 PE1700'MTN. FIRE TOWER.  0.6 MILES SE OF TUNK LAKE, AND 0.65 MILES NW
 PE1700'OF MAINE CENTRAL RR STATION IS SET IN LEDGE ROCK 10.5 MILES WEST
 PE1700'OF TOP OF THE MTN. IN A SMALL OPENING OF CLEARED TIMBER TO
 PE1700'REACH THE STATION FROM EAST SULLIVAN GO 7.35 MILES NE ON RT NO
 PE1700'183 LEAVE TRUCK AND PROCEED TO THE TOP OF THE MTN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1654 ***********************************************************************
 OC1654  DESIGNATION -  CN USE 1930
 OC1654  PID         -  OC1654
 OC1654  STATE/COUNTY-  ME/CUMBERLAND
 OC1654  USGS QUAD   -  PORTLAND EAST (1975)
 OC1654
 OC1654                         *CURRENT SURVEY CONTROL
 OC1654  ___________________________________________________________________
 OC1654* NAD 83(1996)-  43 40 22.67232(N)    070 14 56.23509(W)     ADJUSTED  
 OC1654* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 OC1654  ___________________________________________________________________
 OC1654  LAPLACE CORR-           3.63  (seconds)                    DEFLEC99
 OC1654  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 OC1654
 OC1654  HORZ ORDER  -  THIRD
 OC1654
 OC1654.The horizontal coordinates were established by classical geodetic methods
 OC1654.and adjusted by the National Geodetic Survey in March 1998..
 OC1654
 OC1654.The orthometric height was scaled from a topographic map.
 OC1654
 OC1654.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1654
 OC1654.The geoid height was determined by GEOID03.
 OC1654
 OC1654;                    North         East     Units Scale Factor Converg.
 OC1654;SPC ME W     -    93,281.252   893,364.108   MT  0.99996721   -0 03 24.6
 OC1654;UTM  19      - 4,836,308.608   399,317.450   MT  0.99972468   -0 51 45.1
 OC1654
 OC1654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1654!SPC ME W     -   1.00000398  x   0.99996721  =   0.99997119
 OC1654!UTM  19      -   1.00000398  x   0.99972468  =   0.99972866
 OC1654
 OC1654:                Primary Azimuth Mark                     Grid Az
 OC1654:SPC ME W     -  RY USE 1930                              333 25 22.8
 OC1654:UTM  19      -  RY USE 1930                              334 13 43.3
 OC1654
 OC1654|---------------------------------------------------------------------|
 OC1654| PID    Reference Object                     Distance      Geod. Az  |
 OC1654|                                                           dddmmss.s |
 OC1654| OC1833 RY USE 1930                         APPROX. 0.7 KM 3332158.2 |
 OC1654|---------------------------------------------------------------------|
 OC1654
 OC1654                          SUPERSEDED SURVEY CONTROL
 OC1654
 OC1654  NAD 83(1992)-  43 40 22.67087(N)    070 14 56.23610(W) AD(       ) 3
 OC1654  NAD 83(1986)-  43 40 22.67683(N)    070 14 56.24158(W) AD(       ) 3
 OC1654  NAD 27      -  43 40 22.40600(N)    070 14 58.07900(W) AD(       ) 3
 OC1654
 OC1654.Superseded values are not recommended for survey control.
 OC1654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1654.See file dsdata.txt to determine how the superseded data were derived.
 OC1654
 OC1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9931736309(NAD 83)
 OC1654
 OC1654  HISTORY     - Date     Condition        Report By
 OC1654  HISTORY     - 1930     MONUMENTED       CGS
 OC1654  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1654  HISTORY     - 1941     SEE DESCRIPTION  CGS
 OC1654
 OC1654                          STATION DESCRIPTION
 OC1654
 OC1654'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1654'STATION IS LOCATED ON THE STONE RETAINING WALL ALONG THE TRACKS
 OC1654'OF THE GRAND TRUNK RAILWAY JUST S OF THE BRIDGE ACROSS THE ENTRANCE
 OC1654'TO BACK COVE ON THE E SIDE OF PORTLAND.  THE STATION MARK IS A
 OC1654'DRILL HOLE, AROUND WHICH IS CHISELED A TRIANGLE.  IT IS IN A
 OC1654'TRIANGULAR SHAPED ROCK, 207 FEET S OF THE S END OF THE BRIDGE,
 OC1654'240 FEET N OF A POINT ON THE RETAINING WALL OPPOSITE THE MOST
 OC1654'NORTHERLY OF TWO RAILROAD SEMAPHORES, AND 16.5 FEET E OF THE
 OC1654'MOST EASTERLY RAIL ON THE RAILROAD RIGHT-OF-WAY.
 OC1654'
 OC1654'THIS STATION WAS NOT USED IN THE 1933 TRIANGULATION.
 OC1654'
 OC1654'THIS STATION WAS ESTABLISHED BY THE U.S.E. IN 1930.
 OC1654
 OC1654                          STATION RECOVERY (1941)
 OC1654
 OC1654'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FLP)
 OC1654'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1974 ***********************************************************************
 OC1974  DESIGNATION -  COAT AZ MK
 OC1974  PID         -  OC1974
 OC1974  STATE/COUNTY-  ME/CUMBERLAND
 OC1974  USGS QUAD   -  CUMBERLAND CENTER (1975)
 OC1974
 OC1974                         *CURRENT SURVEY CONTROL
 OC1974  ___________________________________________________________________
 OC1974* NAD 83(1996)-  43 47 38.58215(N)    070 15 12.34621(W)     ADJUSTED  
 OC1974* NAVD 88     -        44.4    (meters)     146.     (feet)  VERTCON   
 OC1974  ___________________________________________________________________
 OC1974  LAPLACE CORR-           3.38  (seconds)                    DEFLEC99
 OC1974  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 OC1974
 OC1974  HORZ ORDER  -  SECOND
 OC1974
 OC1974.The horizontal coordinates were established by classical geodetic methods
 OC1974.and adjusted by the National Geodetic Survey in March 1998..
 OC1974
 OC1974.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC1974.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC1974
 OC1974.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1974
 OC1974.The geoid height was determined by GEOID03.
 OC1974
 OC1974;                    North         East     Units Scale Factor Converg.
 OC1974;SPC ME W     -   106,734.686   893,017.290   MT  0.99996727   -0 03 36.2
 OC1974;UTM  19      - 4,849,762.329   399,160.092   MT  0.99972507   -0 52 03.1
 OC1974
 OC1974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1974!SPC ME W     -   0.99999715  x   0.99996727  =   0.99996442
 OC1974!UTM  19      -   0.99999715  x   0.99972507  =   0.99972222
 OC1974
 OC1974:                Primary Azimuth Mark                     Grid Az
 OC1974:SPC ME W     -  COAT RESET                               145 10 06.9
 OC1974:UTM  19      -  COAT RESET                               145 58 33.8
 OC1974
 OC1974|---------------------------------------------------------------------|
 OC1974| PID    Reference Object                     Distance      Geod. Az  |
 OC1974|                                                           dddmmss.s |
 OC1974| OC1512 COAT RESET                          APPROX. 0.6 KM 1450630.7 |
 OC1974|---------------------------------------------------------------------|
 OC1974
 OC1974                          SUPERSEDED SURVEY CONTROL
 OC1974
 OC1974  NAD 83(1992)-  43 47 38.58080(N)    070 15 12.34667(W) AD(       ) 2
 OC1974  NAD 83(1986)-  43 47 38.58671(N)    070 15 12.35189(W) AD(       ) 2
 OC1974  NAD 27      -  43 47 38.30112(N)    070 15 14.17228(W) AD(       ) 2
 OC1974  NGVD 29 (07/19/86)   44.6    (m)          146.     (f) VERT ANG       
 OC1974
 OC1974.Superseded values are not recommended for survey control.
 OC1974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1974.See file dsdata.txt to determine how the superseded data were derived.
 OC1974
 OC1974_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9916049762(NAD 83)
 OC1974_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OC1974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC1974_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC1974
 OC1974  HISTORY     - Date     Condition        Report By
 OC1974  HISTORY     - 1976     MONUMENTED       NGS
 OC1974
 OC1974                          STATION DESCRIPTION
 OC1974
 OC1974'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC1974'THIS STATION WAS ESTABLISHED BY AN EDM MEASUREMENT FROM
 OC1974'TRAVERSE STATION COAT. SEE DESCRIPTION THEREOF.
 OC1974'
 OC1974'DESCRIBED BY JERRY E. ELLINGWOOD.
 OC1974'
 OC1974'THE HEIGHT OF THE LIGHT ABOVE THE STATION WAS 1.0 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1512 ***********************************************************************
 OC1512  DESIGNATION -  COAT RESET
 OC1512  PID         -  OC1512
 OC1512  STATE/COUNTY-  ME/CUMBERLAND
 OC1512  USGS QUAD   -  YARMOUTH (1975)
 OC1512
 OC1512                         *CURRENT SURVEY CONTROL
 OC1512  ___________________________________________________________________
 OC1512* NAD 83(1996)-  43 47 23.78584(N)    070 14 58.10219(W)     ADJUSTED  
 OC1512* NAVD 88     -        40.0    (meters)     131.     (feet)  VERTCON   
 OC1512  ___________________________________________________________________
 OC1512  LAPLACE CORR-           3.44  (seconds)                    DEFLEC99
 OC1512  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 OC1512
 OC1512  HORZ ORDER  -  SECOND
 OC1512
 OC1512.The horizontal coordinates were established by classical geodetic methods
 OC1512.and adjusted by the National Geodetic Survey in March 1998..
 OC1512
 OC1512.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC1512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC1512
 OC1512.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1512
 OC1512.The geoid height was determined by GEOID03.
 OC1512
 OC1512;                    North         East     Units Scale Factor Converg.
 OC1512;SPC ME W     -   106,277.711   893,335.268   MT  0.99996721   -0 03 26.3
 OC1512;UTM  19      - 4,849,301.030   399,471.523   MT  0.99972430   -0 51 53.0
 OC1512
 OC1512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1512!SPC ME W     -   0.99999784  x   0.99996721  =   0.99996505
 OC1512!UTM  19      -   0.99999784  x   0.99972430  =   0.99972214
 OC1512
 OC1512|---------------------------------------------------------------------|
 OC1512| PID    Reference Object                     Distance      Geod. Az  |
 OC1512|                                                           dddmmss.s |
 OC1512| CE7301 COAT RM 1                             8.885 METERS 03733     |
 OC1512| OC1973 COAT RM 2                             9.610 METERS 27106     |
 OC1512| OC1974 COAT AZ MK                          APPROX. 0.6 KM 3250640.5 |
 OC1512|---------------------------------------------------------------------|
 OC1512
 OC1512                          SUPERSEDED SURVEY CONTROL
 OC1512
 OC1512  NAD 83(1992)-  43 47 23.78448(N)    070 14 58.10266(W) AD(       ) 2
 OC1512  NAD 83(1986)-  43 47 23.79038(N)    070 14 58.10788(W) AD(       ) 2
 OC1512  NAD 27      -  43 47 23.50460(N)    070 14 59.92897(W) AD(       ) 2
 OC1512  NGVD 29 (07/19/86)   40.2    (m)          132.     (f) VERT ANG       
 OC1512
 OC1512.Superseded values are not recommended for survey control.
 OC1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1512.See file dsdata.txt to determine how the superseded data were derived.
 OC1512
 OC1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9947249301(NAD 83)
 OC1512_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OC1512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC1512_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC1512
 OC1512  HISTORY     - Date     Condition        Report By
 OC1512  HISTORY     - 1976     MONUMENTED       NGS
 OC1512  HISTORY     - 1979     GOOD             NGS
 OC1512
 OC1512                          STATION DESCRIPTION
 OC1512
 OC1512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC1512'THE STATION IS LOCATED ABOUT 3.0 MILES WEST-SOUTHWEST OF
 OC1512'YARMOUTH, 4.0 MILES NORTH OF FALMOUTH AND 0.75 MILE SOUTHEAST
 OC1512'OF CUMBERLAND CENTER IN THE HIGHWAY RIGHT-OF-WAY.
 OC1512'
 OC1512'TO REACH THE STATION FROM THE POST OFFICE IN CUMBERLAND CENTER
 OC1512'GO WEST ON FARWELL AVENUE FOR ABOUT 200 FEET TO THE
 OC1512'INTERSECTION WITH STATE ROUTE 9, (MAIN STREET). TURN LEFT, GO
 OC1512'SOUTH ON ROUTE 9 FOR 0.30 MILE TO A CROSS ROAD, TUTTLE ROAD
 OC1512'ON THE LEFT AND BLANCHARD ROAD ON THE RIGHT. TURN LEFT, GO
 OC1512'SOUTHEAST ON TUTTLE ROAD FOR 0.30 MILE TO A SIDE ROAD ON THE
 OC1512'RIGHT (WILLOW LANE) AND THE AZIMUTH MARK ON THE LEFT. CONTINUE
 OC1512'SOUTHEAST ON TUTTLE ROAD FOR 0.35 MILE TO A SIDE ROAD RIGHT,
 OC1512'(DROWNE ROAD), TURN RIGHT, GO SOUTHWEST ON DROWNE ROAD FOR
 OC1512'0.10 MILE TO THE STATION ON THE RIGHT ACROSS FROM THE
 OC1512'CUMBERLAND ELEMENTARY SCHOOL.
 OC1512'
 OC1512'THE STATION MARKS ARE STANDARD DISKS STAMPED---COAT 1976---.
 OC1512'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OC1512'CONCRETE POST WHICH IS ABOUT 1 INCH ABOVE THE GROUND SURFACE.
 OC1512'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 OC1512'CONCRETE WHICH IS ABOUT 48 INCHES BELOW THE GROUND SURFACE.
 OC1512'THEY ARE 27.0 FEET NORTHWEST OF THE CENTERLINE OF DROWNE ROAD
 OC1512'AND 4.0 FEET WEST-NORTHWEST OF POWER POLE NUMBER 113.21.
 OC1512'A 3/8-INCH BY 24-INCH STEEL REINFORCING BAR WAS INSTALLED
 OC1512'IN THE STATION MARK.
 OC1512'
 OC1512'REFERENCE MARK 1, STAMPED---COAT NO 1 1976---, IS A STANDARD
 OC1512'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST
 OC1512'WHICH IS ABOUT 2 INCHES BELOW THE GROUND SURFACE. IT IS 25.0
 OC1512'FEET NORTHWEST OF THE CENTERLINE OF DROWNE ROAD, 26.0 FEET
 OC1512'NORTHEAST OF POWER POLE NUMBER 113.21 AND 2.5 FEET SOUTHEAST
 OC1512'OF A METAL WITNESS POST.
 OC1512'
 OC1512'REFERENCE MARK 2, STAMPED---COAT NO 2 1976---, IS A STANDARD
 OC1512'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST
 OC1512'WHICH IS FLUSH WITH THE GROUND SURFACE. IT IS 53.0 FEET
 OC1512'NORTHWEST OF THE CENTERLINE OF DROWNE ROAD, 35.0 FEET WEST-
 OC1512'NORTHWEST OF POWER POLE NUMBER 113.21 AND 2.5 FEET SOUTHEAST
 OC1512'OF A METAL WITNESS POST.
 OC1512'
 OC1512'THE AZIMUTH MARK, STAMPED---COAT 1976---, IS A STANDARD DISK
 OC1512'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST WHICH IS
 OC1512'FLUSH WITH THE GROUND SURFACE. IT IS 29.0 FEET EAST-NORTHEAST
 OC1512'OF THE CENTERLINE OF TUTTLE ROAD, 15.0 FEET WEST OF A 14-INCH
 OC1512'MAPLE TREE AND 2.5 FEET WEST-SOUTHWEST OF A METAL WITNESS POST.
 OC1512'
 OC1512'THE HEIGHT OF LIGHT ABOVE THE STATION WAS 1.5 METERS.
 OC1512'
 OC1512'DESCRIBED BY JOHN R. HIGGINS.
 OC1512
 OC1512                          STATION RECOVERY (1979)
 OC1512
 OC1512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 OC1512'THE STATION MARK WAS RECOVERED WITH THE TOP 12 INCHES BROKEN OFF.  A
 OC1512'NEW SURFACE MARK WAS SET OVER THE UNDERGROUND MARK.  THE DISTANCES AND
 OC1512'DIRECTIONS TO THE REFERENCE MARKS CHECKED.  A NEW DESCRIPTION FOLLOWS.
 OC1512'
 OC1512'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF FALMOUTH, 3 MILES
 OC1512'WEST-SOUTHWEST OF YARMOUTH, 0.75 MILE SOUTHEAST OF CUMBERLAND CENTER
 OC1512'AND ON HIGHWAY RIGHT OF WAY.
 OC1512'
 OC1512'TO REACH THE STATION FROM THE POST OFFICE IN CUMBERLAND CENTER, GO
 OC1512'WEST ON FARWELL AVENUE FOR 200 FEET TO STATE HIGHWAY 9.  TURN LEFT AND
 OC1512'GO SOUTH ON HIGHWAY 9 FOR 0.35 MILE TO A CROSSROAD.  TURN LEFT AND GO
 OC1512'SOUTHEAST ON TUTTLE ROAD FOR 0.3 MILE TO WILLOW LANE ON THE RIGHT AND
 OC1512'THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTHEAST ON TUTTLE ROAD FOR
 OC1512'0.35 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTHWEST ON BROWNE
 OC1512'ROAD FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 OC1512'
 OC1512'THE STATION MARK STAMPED---COAT 1976 1979---IS A STANDARD DISK SET IN
 OC1512'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS 4 INCHES
 OC1512'UNDERGROUND.  IT IS 27 FEET NORTHWEST OF THE CENTER OF BROWNE ROAD AND
 OC1512'4 FEET WEST OF POWERLINE POLE NUMBER 113.21.
 OC1512'
 OC1512'REFERENCE MARK 1 STAMPED---COAT NO 1 1976---IS A STANDARD DISK SET IN
 OC1512'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OC1512'GROUND.  IT IS 26 FEET NORTHEAST OF THE POWERLINE POLE, 25 FEET
 OC1512'NORTHWEST OF THE CENTER OF BROWNE ROAD AND 2.5 FEET SOUTHEAST OF A
 OC1512'METAL WITNESS POST.
 OC1512'
 OC1512'REFERENCE MARK 2 STAMPED---COAT NO 2 1976---IS A STANDARD DISK SET IN
 OC1512'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OC1512'GROUND.  IT IS 53 FEET NORTHWEST OF THE CENTER OF BROWNE ROAD, 35 FEET
 OC1512'WEST OF THE POWERLINE POLE AND 2.5 FEET SOUTHEAST OF A METAL WITNESS
 OC1512'POST.
 OC1512'
 OC1512'THE AZIMUTH MARK STAMPED---COAT 1976---IS A STANDARD DISK SET IN THE
 OC1512'TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OC1512'GROUND.  IT IS 30 FEET EAST-NORTHEAST OF THE CENTER OF TUTTLE ROAD,
 OC1512'16 FEET WEST-SOUTHWEST OF A 18-INCH MAPLE TREE AND 7.5 FEET
 OC1512'EAST-NORTHEAST OF POWERLINE POLE NUMBER 127.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2173 ***********************************************************************
 PE2173  DESIGNATION -  COBBS HILL
 PE2173  PID         -  PE2173
 PE2173  STATE/COUNTY-  ME/HANCOCK
 PE2173  USGS QUAD   -  HAMPDEN (1982)
 PE2173
 PE2173                         *CURRENT SURVEY CONTROL
 PE2173  ___________________________________________________________________
 PE2173* NAD 83(1996)-  44 38 53.33444(N)    068 48 35.61852(W)     ADJUSTED  
 PE2173* NAVD 88     -       174.     (meters)     571.     (feet)  SCALED    
 PE2173  ___________________________________________________________________
 PE2173  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 PE2173  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 PE2173
 PE2173  HORZ ORDER  -  SECOND
 PE2173
 PE2173.The horizontal coordinates were established by classical geodetic methods
 PE2173.and adjusted by the National Geodetic Survey in March 1998..
 PE2173
 PE2173.The orthometric height was scaled from a topographic map.
 PE2173
 PE2173.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2173
 PE2173.The geoid height was determined by GEOID03.
 PE2173
 PE2173;                    North         East     Units Scale Factor Converg.
 PE2173;SPC ME E     -   109,093.469   275,419.212   MT  0.99990743   -0 13 04.0
 PE2173;UTM  19      - 4,943,882.937   515,074.676   MT  0.99960279   +0 08 01.0
 PE2173
 PE2173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2173!SPC ME E     -   0.99997667  x   0.99990743  =   0.99988410
 PE2173!UTM  19      -   0.99997667  x   0.99960279  =   0.99957947
 PE2173
 PE2173:                Primary Azimuth Mark                     Grid Az
 PE2173:SPC ME E     -  BANGOR TANK FLAGPOLE                     007 06 05.0
 PE2173:UTM  19      -  BANGOR TANK FLAGPOLE                     006 45 00.0
 PE2173
 PE2173|---------------------------------------------------------------------|
 PE2173| PID    Reference Object                     Distance      Geod. Az  |
 PE2173|                                                           dddmmss.s |
 PE2173| PE2230 BANGOR TANK FLAGPOLE                APPROX.17.8 KM 0065301.0 |
 PE2173| PE2149 SAUNDERS RESET                      APPROX.16.3 KM 0860125.2 |
 PE2173| CE7848 COBBS HILL RM 1                       2.964 METERS 14808     |
 PE2173| PE2183 BUCKSPORT SEMINARY CUPOLA           APPROX. 8.2 KM 1730205.8 |
 PE2173| PE2190 WALDO HANCOCK BRIDGE W TOWER        APPROX. 9.7 KM 1764335.6 |
 PE2173| PE2189 BUCKSPORT ME SEABO PAPER CO TK      APPROX. 8.3 KM 1775128.9 |
 PE2173| CE7849 COBBS HILL RM 2                      17.337 METERS 24454     |
 PE2173| CE7850 COBBS HILL RM 3                      12.289 METERS 33042     |
 PE2173|---------------------------------------------------------------------|
 PE2173
 PE2173                          SUPERSEDED SURVEY CONTROL
 PE2173
 PE2173  NAD 83(1992)-  44 38 53.33081(N)    068 48 35.60764(W) AD(       ) 2
 PE2173  NAD 83(1986)-  44 38 53.32953(N)    068 48 35.60929(W) AD(       ) 2
 PE2173  NAD 27      -  44 38 53.07200(N)    068 48 37.48400(W) AD(       ) 2
 PE2173
 PE2173.Superseded values are not recommended for survey control.
 PE2173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2173.See file dsdata.txt to determine how the superseded data were derived.
 PE2173
 PE2173_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1507543883(NAD 83)
 PE2173
 PE2173  HISTORY     - Date     Condition        Report By
 PE2173  HISTORY     - 1863     MONUMENTED       CGS
 PE2173  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2173  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE2173  HISTORY     - 20021116 GOOD             INDIV
 PE2173
 PE2173                          STATION DESCRIPTION
 PE2173
 PE2173'DESCRIBED BY COAST AND GEODETIC SURVEY 1863 (SCM)
 PE2173'STATION IS ON A HIGH BARE HILL OF THAT NAME ON THE E SIDE OF
 PE2173'PENOBSCOT RIVER, ABOUT 1 MILE ESE OF PARKER POINT, 1-1/2 MILES
 PE2173'ENE OF BUCKSPORT CENTER, AND 1 MILE S OF NORTH BUCKSPORT.
 PE2173'
 PE2173'THE STATION IS ON ABOUT THE HIGHEST PART OF THE SUMMIT LEDGE
 PE2173'AND IS MARKED BY A COPPER BOLT SET IN A DRILL HOLE IN A ROCK.  A
 PE2173'PART OF THE COPPER BOLT HAS BEEN DUG OUT.
 PE2173
 PE2173                          STATION RECOVERY (1934)
 PE2173
 PE2173'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2173'STATION WAS RECOVERED AS DESCRIBED, EXCEPT THE SUMMIT OF THE
 PE2173'HILL IS NOW COVERED WITH HIGH TREES.  THE HILL IS ABOUT 6 MILES N
 PE2173'OF THE BUSINESS DISTRICT OF BUCKSPORT.  THE LAND IS OWNED BY
 PE2173'FRANK AREY.
 PE2173'
 PE2173'THE STATION MARK, IS 50 FEET S OF THE HIGHER SUMMIT LEDGE WHICH
 PE2173'HAS A 2-FOOT FACE ON THE S SIDE AND IS 50 FEET E OF THE CENTER
 PE2173'LINE OF THE WOODS ROAD AT SUMMIT.  THERE ARE FOUR ANCHOR BOLTS, IN
 PE2173'THE LEDGE SURROUNDING THE STATION, WHICH HELD LEGS OF A 40-FOOT
 PE2173'SIGNAL ERECTED OVER THE STATION IN 1934.
 PE2173'
 PE2173'THREE REFERENCE MARKS WERE SET.
 PE2173'
 PE2173'REFERENCE MARK NO.1, A STANDARD BRONZE DISK WEDGED IN A DRILL
 PE2173'HOLE IN OUTCROPPING BEDROCK IS SE OF THE STATION.
 PE2173'
 PE2173'REFERENCE MARK NO.2, A STANDARD BRONZE DISK WEDGED IN A DRILL
 PE2173'HOLE IN A MOSS COVERED LEDGE, IS WSW FROM THE STATION.
 PE2173'
 PE2173'REFERENCE MARK NO.3, A STANDARD BRONZE DISK WEDGED IN A DRILL
 PE2173'HOLE IN THE W END OF THE SUMMIT LEDGE, 30 FEET W OF THE
 PE2173'SUMMIT, 6 FEET N OF A 1-1/2 FOOT FACE IN LEDGE NEAR THE REFERENCE
 PE2173'MARK, IT IS NW FROM THE STATION.
 PE2173'
 PE2173'REACHED FROM BUCKSPORT BY GOING 6 MILES N ON HIGHWAY 15 TO THE
 PE2173'HOME OF ROBERT HARVEY.  A WAGON ROAD LEADS EASTWARD FROM HIS
 PE2173'BARN TO THE SUMMIT OF THE HILL.
 PE2173
 PE2173                          STATION RECOVERY (1944)
 PE2173
 PE2173'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE2173'STATION AND REFERENCE MARKS RECOVERED IN GOOD
 PE2173'CONDITION.  DESCRIPTION ADEQUATE.
 PE2173
 PE2173                          STATION RECOVERY (2002)
 PE2173
 PE2173'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002
 PE2173'WE RECOVERED THE STATION,..DISKS 1 AND 3...WE ARE STILL SEARCHING FOR
 PE2173'DISK 2. WILL RETURN IN THE SPRING TO UNCOVER DISK 2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2420 ***********************************************************************
 PE2420  DESIGNATION -  COCHRAN
 PE2420  PID         -  PE2420
 PE2420  STATE/COUNTY-  ME/LINCOLN
 PE2420  USGS QUAD   -  WISCASSET (1979)
 PE2420
 PE2420                         *CURRENT SURVEY CONTROL
 PE2420  ___________________________________________________________________
 PE2420* NAD 83(1996)-  44 00 40.55877(N)    069 37 44.18726(W)     ADJUSTED  
 PE2420* NAVD 88     -        58.     (meters)     190.     (feet)  SCALED    
 PE2420  ___________________________________________________________________
 PE2420  LAPLACE CORR-           2.44  (seconds)                    DEFLEC99
 PE2420  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 PE2420
 PE2420  HORZ ORDER  -  THIRD
 PE2420
 PE2420.The horizontal coordinates were established by classical geodetic methods
 PE2420.and adjusted by the National Geodetic Survey in March 1998..
 PE2420
 PE2420.The orthometric height was scaled from a topographic map.
 PE2420
 PE2420.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2420
 PE2420.The geoid height was determined by GEOID03.
 PE2420
 PE2420;                    North         East     Units Scale Factor Converg.
 PE2420;SPC ME W     -   131,005.724   943,119.360   MT  0.99998953   +0 22 25.0
 PE2420;UTM  19      - 4,873,316.427   449,584.728   MT  0.99963126   -0 26 13.2
 PE2420
 PE2420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2420!SPC ME W     -   0.99999496  x   0.99998953  =   0.99998449
 PE2420!UTM  19      -   0.99999496  x   0.99963126  =   0.99962622
 PE2420
 PE2420:                Primary Azimuth Mark                     Grid Az
 PE2420:SPC ME W     -  DAMARISCOTTA GRAY STANDPIPE              071 37 02.4
 PE2420:UTM  19      -  DAMARISCOTTA GRAY STANDPIPE              072 25 40.6
 PE2420
 PE2420|---------------------------------------------------------------------|
 PE2420| PID    Reference Object                     Distance      Geod. Az  |
 PE2420|                                                           dddmmss.s |
 PE2420| PE2400 DAMARISCOTTA GRAY STANDPIPE         APPROX.12.2 KM 0715927.4 |
 PE2420| CE7851 COCHRAN RM 1                          6.328 METERS 08724     |
 PE2420| CE7852 COCHRAN RM 2                          8.128 METERS 18451     |
 PE2420| PE2415 WISCASSET CONG WHITE SPIRE          APPROX. 3.2 KM 2554137.0 |
 PE2420| PE2418 WISCASSET BROWN SPIRE               APPROX. 3.1 KM 2573550.2 |
 PE2420|---------------------------------------------------------------------|
 PE2420
 PE2420                          SUPERSEDED SURVEY CONTROL
 PE2420
 PE2420  NAD 83(1992)-  44 00 40.56056(N)    069 37 44.18296(W) AD(       ) 3
 PE2420  NAD 83(1986)-  44 00 40.56563(N)    069 37 44.18836(W) AD(       ) 3
 PE2420  NAD 27      -  44 00 40.28000(N)    069 37 46.00800(W) AD(       ) 3
 PE2420
 PE2420.Superseded values are not recommended for survey control.
 PE2420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2420.See file dsdata.txt to determine how the superseded data were derived.
 PE2420
 PE2420_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ4958573316(NAD 83)
 PE2420
 PE2420  HISTORY     - Date     Condition        Report By
 PE2420  HISTORY     - 1934     MONUMENTED       CGS
 PE2420  HISTORY     - 1942     SEE DESCRIPTION  CGS
 PE2420
 PE2420                          STATION DESCRIPTION
 PE2420
 PE2420'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2420'STATION IS ON A HILL ON THE E SIDE OF THE SHEEPSCOT RIVER ABOUT
 PE2420'2 MILES ENE OF WISCASSET.
 PE2420'
 PE2420'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 PE2420'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 PE2420'
 PE2420'REFERENCE MARK NO. 1 IS E OF THE STATION, 5-1/2 METERS N OF
 PE2420'THE ABOVE PINE AND ON BARE LEDGE, AND REFERENCE MARK NO. 2 IS
 PE2420'S OF THE STATION, 5 METERS SW OF ABOVE PINE AND ALSO ON BARE LEDGE.
 PE2420'
 PE2420'ROCKS USED TO WEIGHT DOWN THE 20-FOOT SIGNAL WILL PROBABLY HELP
 PE2420'IDENTIFY THE SPOT AFTER THE SIGNAL IS GONE.
 PE2420'
 PE2420'THE LAND IS OWNED BY MR. W.W. COCHRAN.
 PE2420'
 PE2420'TO REACH THE STATION, TAKE THE GRAVEL ROAD N AT THE EASTERLY
 PE2420'JUNCTION OF ROUTES NO. 1 AND NO. 27 (BOOTHBAY HARBOR ROAD) AND
 PE2420'FOLLOW 1/2 MILE TO W.W. COCHRANS LARGE BARN ON LEFT.  FROM THE
 PE2420'BARN WALK NW ABOUT 300 YARDS TO THE HIGHEST POINT IN THE SHEEP
 PE2420'PASTURE.  THE STATION IS ON THE SOUTHERLY END OF THE RIDGE WHICH
 PE2420'FORMS THE HIGHEST PART OF THE HILL, ON BARE LEDGE 6-1/2 METERS
 PE2420'NW OF A 6-INCH PINE WITH A TRIANGULAR BLAZE ON IT.
 PE2420'
 PE2420'HEIGHT OF LIGHT ABOVE STATION MARK 6 METERS.
 PE2420
 PE2420                          STATION RECOVERY (1942)
 PE2420
 PE2420'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (HOF)
 PE2420'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1213 ***********************************************************************
 OC1213  DESIGNATION -  COCKLE
 OC1213  PID         -  OC1213
 OC1213  STATE/COUNTY-  ME/YORK
 OC1213  USGS QUAD   -  YORK HARBOR (1993)
 OC1213
 OC1213                         *CURRENT SURVEY CONTROL
 OC1213  ___________________________________________________________________
 OC1213* NAD 83(1996)-  43 13 47.52754(N)    070 38 11.44384(W)     ADJUSTED  
 OC1213* NAVD 88     -        58.499  (meters)     191.93   (feet)  ADJUSTED  
 OC1213  ___________________________________________________________________
 OC1213  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 OC1213  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 OC1213  DYNAMIC HT  -          58.489 (meters)     191.89  (feet)  COMP
 OC1213  MODELED GRAV-     980,460.2   (mgal)                       NAVD 88
 OC1213
 OC1213  HORZ ORDER  -  SECOND
 OC1213  VERT ORDER  -  SECOND    CLASS I
 OC1213
 OC1213.The horizontal coordinates were established by classical geodetic methods
 OC1213.and adjusted by the National Geodetic Survey in March 1998..
 OC1213
 OC1213.The orthometric height was determined by differential leveling
 OC1213.and adjusted by the National Geodetic Survey in June 1991..
 OC1213
 OC1213.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1213
 OC1213.The geoid height was determined by GEOID03.
 OC1213
 OC1213.The dynamic height is computed by dividing the NAVD 88
 OC1213.geopotential number by the normal gravity value computed on the
 OC1213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1213.degrees latitude (g = 980.6199 gals.).
 OC1213
 OC1213.The modeled gravity was interpolated from observed gravity values.
 OC1213
 OC1213;                    North         East     Units Scale Factor Converg.
 OC1213;SPC ME W     -    44,158.169   861,832.715   MT  0.99998458   -0 19 18.5
 OC1213;UTM  19      - 4,787,641.931   367,107.767   MT  0.99981725   -1 07 15.8
 OC1213
 OC1213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1213!SPC ME W     -   0.99999498  x   0.99998458  =   0.99997956
 OC1213!UTM  19      -   0.99999498  x   0.99981725  =   0.99981223
 OC1213
 OC1213:                Primary Azimuth Mark                     Grid Az
 OC1213:SPC ME W     -  COCKLE AZ MK                             025 26 22.3
 OC1213:UTM  19      -  COCKLE AZ MK                             026 14 19.6
 OC1213
 OC1213|---------------------------------------------------------------------|
 OC1213| PID    Reference Object                     Distance      Geod. Az  |
 OC1213|                                                           dddmmss.s |
 OC1213| CE7303 COCKLE AZ MK                                       0250703.8 |
 OC1213| OC1212 COCKLE RM 1                          28.168 METERS 02912     |
 OC1213| OC1214 COCKLE RM 2                          21.520 METERS 17246     |
 OC1213| OC2304 MOUNT AGAMENTICUS FIRE TOWER        APPROX. 4.6 KM 2613042.7 |
 OC1213| OC2313 MT AGAMENTICUS MICROWAVE            APPROX. 4.6 KM 2615438.2 |
 OC1213|---------------------------------------------------------------------|
 OC1213
 OC1213                          SUPERSEDED SURVEY CONTROL
 OC1213
 OC1213  NAD 83(1992)-  43 13 47.52646(N)    070 38 11.44553(W) AD(       ) 2
 OC1213  NAD 83(1986)-  43 13 47.53124(N)    070 38 11.45185(W) AD(       ) 2
 OC1213  NAD 27      -  43 13 47.21827(N)    070 38 13.26762(W) AD(       ) 2
 OC1213  NGVD 29 (??/??/92)   58.725  (m)          192.67   (f) ADJ UNCH    2 1
 OC1213
 OC1213.Superseded values are not recommended for survey control.
 OC1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1213.See file dsdata.txt to determine how the superseded data were derived.
 OC1213
 OC1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH6710887642(NAD 83)
 OC1213_MARKER: DD = SURVEY DISK
 OC1213_SETTING: 66 = SET IN ROCK OUTCROP
 OC1213_SP_SET: ROCK LEDGE
 OC1213_STAMPING: COCKLE 1974
 OC1213_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC1213+STABILITY: POSITION/ELEVATION WELL
 OC1213
 OC1213  HISTORY     - Date     Condition        Report By
 OC1213  HISTORY     - 1974     MONUMENTED       MEDT
 OC1213  HISTORY     - 1975     GOOD             MEDT
 OC1213
 OC1213                          STATION DESCRIPTION
 OC1213
 OC1213'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 OC1213'7.0 MI SW FROM WELLS.
 OC1213'ABOUT 7.0 MILES SOUTHWESTERLY ALONG THE MAINE TURNPIKE SOUTHBOUND FROM
 OC1213'TOLL GATE NO. 2 (WELLS-SANFORD), AND ALSO ABOUT 0.35 MILE NORTHEAST OF
 OC1213'THE AGAMENTICUS ROAD OVERPASS CROSSING THE MAINE TURNPIKE IN YORK, A
 OC1213'DISK SET FLUSH IN THE LEDGE 6 INCHES BELOW GROUND, 80 FEET NORTHWEST
 OC1213'FROM THE WESTERLY EDGE OF THE SOUTHBOUND LANE, 31 FEET NORTHWEST FROM
 OC1213'THE 5-FOOT VERTICAL LEDGE FACE, 10 FEET NORTH OF THE 10-FOOT VERTICAL
 OC1213'LEDGE FACE, 33 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE LINE, 52 FEET
 OC1213'NORTH OF A BLAZED 12 INCH PINE AND ABOUT 8-FEET ABOVE THE SURFACE OF
 OC1213'THE HIGHWAY.
 OC1213
 OC1213                          STATION RECOVERY (1975)
 OC1213
 OC1213'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1975 (RCA)
 OC1213'THE STATION IS LOCATED IN THE NORTHEAST PART OF THE TOWN OF YORK
 OC1213'ABOUT 2 MILES WEST-SOUTHWEST OF OGUNQUIT, 3 MILES EAST-NORTHEAST
 OC1213'OF MT. AGAMENTICUS, 5 MILES NORTH-NORTHWEST OF CAPE NEDDICK AND ON
 OC1213'PROPERTY OWNED BY THE MAINE TURNPIKE AUTHORITY.
 OC1213'
 OC1213'TO REACH THE STATION FROM THE JUNCTION OF THE MAINE TURNPIKE EXIT
 OC1213'2(WELLS) AND STATE ROUTES 9 AND 109, TAKE THE ENTRANCE RAMP AND
 OC1213'PROCEED SOUTH ON THE MAINE TURNPIKE FOR 3.95 MILES TO THE TATNIC
 OC1213'ROAD OVERPASS, CONTINUE SOUTH FOR 1.65 MILES TO THE NORTH BERWICK
 OC1213'ROAD OVERPASS, CONTINUE SOUTH ON THE MAINE TURNPIKE FOR 1.45
 OC1213'MILES TO THE STATION ON THE RIGHT.
 OC1213'
 OC1213'THE STATION IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION DISK
 OC1213'STAMPED COCKLE 1974, CEMENTED IN A DRILL HOLE IN LEDGE OUTCROP.  IT
 OC1213'IS 17.2 FEET NORTH-NORTHWEST OF AN 8-INCH PINE WITH A WITNESS SIGN,
 OC1213'31.0 FEET NORTHWEST OF THE EAST FACE OF THE LEDGE OUTCROP AND 80.2
 OC1213'FEET NORTHWEST OF THE WEST EDGE OF THE PAVEMENT OF THE SOUTHBOUND
 OC1213'LANE OF THE MAINE TURNPIKE.
 OC1213'
 OC1213'THE AZIMUTH MARK IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 OC1213'DISK CEMENTED IN A DRILL HOLE IN LEDGE OUTCROP.  IT IS 5.0 FEET
 OC1213'SOUTHEAST OF THE WEST FACE OF THE LEDGE OUTCROP AND 54.0 FEET
 OC1213'SOUTHEAST OF THE EAST EDGE OF THE PAVEMENT OF THE NORTHBOUND LANE
 OC1213'OF THE MAINE TURNPIKE.  THE MARK IS STAMPED COCKLE AZI 1974.
 OC1213'
 OC1213'REFERENCE MARK 1 IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 OC1213'DISK STAMPED COCKLE RM 1 1974, CEMENTED IN A DRILL HOLE IN LEDGE
 OC1213'OUTCROP.  IT IS 54.8 FEET NORTHWEST OF THE WEST EDGE OF THE
 OC1213'PAVEMENT OF THE SOUTHBOUND LANE OF THE MAINE TURNPIKE AND 98.7
 OC1213'FEET NORTH-NORTHEAST OF AN 8-INCH PINE WITH A WITNESS POST.
 OC1213'
 OC1213'REFERENCE MARK 2 IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 OC1213'DISK STAMPED COCKLE RM 2 1974, CEMENTED IN A DRILL HOLE IN LEDGE
 OC1213'OUTCROP WHICH IS ABOUT 4 FEET HIGHER THAN THE STATION.  IT IS 4.7
 OC1213'FEET NORTHWEST OF THE JUNCTION OF TWO FACES OF LEDGE, 57.0 FEET
 OC1213'NORTHWEST OF THE WEST EDGE OF THE PAVEMENT OF THE SOUTHBOUND LANE
 OC1213'OF THE MAINE TURNPIKE AND 57.6 FEET SOUTH-SOUTHWEST OF AN 8-INCH
 OC1213'PINE WITH A WITNESS POST.
 OC1213'
 OC1213'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON THE MAINE
 OC1213'TURNPIKE FOR 1.05 MILES TO THE MARK ON THE RIGHT.
 OC1213'
 OC1213'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1212 ***********************************************************************
 OC1212  DESIGNATION -  COCKLE RM 1
 OC1212  PID         -  OC1212
 OC1212  STATE/COUNTY-  ME/YORK
 OC1212  USGS QUAD   -  YORK HARBOR (1993)
 OC1212
 OC1212                         *CURRENT SURVEY CONTROL
 OC1212  ___________________________________________________________________
 OC1212* NAD 83(1986)-  43 13 50.     (N)    070 38 09.     (W)     SCALED    
 OC1212* NAVD 88     -        55.373  (meters)     181.67   (feet)  ADJUSTED  
 OC1212  ___________________________________________________________________
 OC1212  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 OC1212  DYNAMIC HT  -          55.364 (meters)     181.64  (feet)  COMP
 OC1212  MODELED GRAV-     980,460.3   (mgal)                       NAVD 88
 OC1212
 OC1212  VERT ORDER  -  SECOND    CLASS I
 OC1212
 OC1212.The horizontal coordinates were scaled from a topographic map and have
 OC1212.an estimated accuracy of +/- 6 seconds.
 OC1212
 OC1212.The orthometric height was determined by differential leveling
 OC1212.and adjusted by the National Geodetic Survey in June 1991..
 OC1212
 OC1212.The geoid height was determined by GEOID03.
 OC1212
 OC1212.The dynamic height is computed by dividing the NAVD 88
 OC1212.geopotential number by the normal gravity value computed on the
 OC1212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1212.degrees latitude (g = 980.6199 gals.).
 OC1212
 OC1212.The modeled gravity was interpolated from observed gravity values.
 OC1212
 OC1212;                    North         East    Units  Estimated Accuracy
 OC1212;SPC ME W     -    44,230.      861,890.      MT  (+/- 180 meters Scaled)
 OC1212
 OC1212                          SUPERSEDED SURVEY CONTROL
 OC1212
 OC1212  NGVD 29 (??/??/92)   55.599  (m)          182.41   (f) ADJ UNCH    2 1
 OC1212
 OC1212.Superseded values are not recommended for survey control.
 OC1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1212.See file dsdata.txt to determine how the superseded data were derived.
 OC1212
 OC1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH671877(NAD 83)
 OC1212_MARKER: DD = SURVEY DISK
 OC1212_SETTING: 66 = SET IN ROCK OUTCROP
 OC1212_SP_SET: ROCK OUTCROP
 OC1212_STAMPING: COCKLE RM-1 1974
 OC1212_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC1212+STABILITY: POSITION/ELEVATION WELL
 OC1212
 OC1212  HISTORY     - Date     Condition        Report By
 OC1212  HISTORY     - 1974     MONUMENTED       MEDT
 OC1212
 OC1212                          STATION DESCRIPTION
 OC1212
 OC1212'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 OC1212'7.0 MI SW FROM WELLS.
 OC1212'ABOUT 7.0 MILES SOUTHWESTERLY ALONG THE MAINE TURNPIKE SOUTHBOUND FROM
 OC1212'TOLL GATE NO. 2 (WELLS-SANFORD) AND ALSO ABOUT 0.35 MILE NORTHEAST OF
 OC1212'THE AGAMENTICUS ROAD OVERPASS CROSSING THE MAINE TURNPIKE IN YORK, A
 OC1212'DISK SET FLUSH IN THE 1 1/2 BY 3 FOOT EXPOSED LEDGE OUTCROP, 61 FEET
 OC1212'NORTH OF THE NORTHERN MOST VISIBLE LEDGE AT THE DITCH LINE, 55 FEET
 OC1212'NORTHWEST OF THE WESTERLY EDGE OF THE PAVEMENT OF THE SOUTHBOUND LANE,
 OC1212'58 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE, 23 FEET SOUTHEAST OF THE
 OC1212'WOODS LINE, 9 FEET WEST OF THE CENTERLINE OF THE DITCH AND ABOUT 4
 OC1212'FEET BELOW THE SURFACE OF THE MAINE TURNPIKE SOUTHBOUND. NOTE-- ALSO
 OC1212'92.65 FEET NORTHEAST OF THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1214 ***********************************************************************
 OC1214  DESIGNATION -  COCKLE RM 2
 OC1214  PID         -  OC1214
 OC1214  STATE/COUNTY-  ME/YORK
 OC1214  USGS QUAD   -  YORK HARBOR (1993)
 OC1214
 OC1214                         *CURRENT SURVEY CONTROL
 OC1214  ___________________________________________________________________
 OC1214* NAD 83(1986)-  43 13 50.     (N)    070 38 09.     (W)     SCALED    
 OC1214* NAVD 88     -        60.022  (meters)     196.92   (feet)  ADJUSTED  
 OC1214  ___________________________________________________________________
 OC1214  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 OC1214  DYNAMIC HT  -          60.013 (meters)     196.89  (feet)  COMP
 OC1214  MODELED GRAV-     980,460.3   (mgal)                       NAVD 88
 OC1214
 OC1214  VERT ORDER  -  SECOND    CLASS I
 OC1214
 OC1214.The horizontal coordinates were scaled from a topographic map and have
 OC1214.an estimated accuracy of +/- 6 seconds.
 OC1214
 OC1214.The orthometric height was determined by differential leveling
 OC1214.and adjusted by the National Geodetic Survey in June 1991..
 OC1214
 OC1214.The geoid height was determined by GEOID03.
 OC1214
 OC1214.The dynamic height is computed by dividing the NAVD 88
 OC1214.geopotential number by the normal gravity value computed on the
 OC1214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1214.degrees latitude (g = 980.6199 gals.).
 OC1214
 OC1214.The modeled gravity was interpolated from observed gravity values.
 OC1214
 OC1214;                    North         East    Units  Estimated Accuracy
 OC1214;SPC ME W     -    44,230.      861,890.      MT  (+/- 180 meters Scaled)
 OC1214
 OC1214                          SUPERSEDED SURVEY CONTROL
 OC1214
 OC1214  NGVD 29 (??/??/92)   60.249  (m)          197.67   (f) ADJ UNCH    2 1
 OC1214
 OC1214.Superseded values are not recommended for survey control.
 OC1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1214.See file dsdata.txt to determine how the superseded data were derived.
 OC1214
 OC1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH671877(NAD 83)
 OC1214_MARKER: DD = SURVEY DISK
 OC1214_SETTING: 66 = SET IN ROCK OUTCROP
 OC1214_SP_SET: ROCK LEDGE
 OC1214_STAMPING: COCKLE RM-2 1974
 OC1214_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC1214+STABILITY: POSITION/ELEVATION WELL
 OC1214
 OC1214  HISTORY     - Date     Condition        Report By
 OC1214  HISTORY     - 1974     MONUMENTED       MEDT
 OC1214
 OC1214                          STATION DESCRIPTION
 OC1214
 OC1214'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 OC1214'7.0 MI SW FROM WELLS.
 OC1214'ABOUT 7.0 MILES SOUTHWESTERLY ALONG THE MAINE TURNPIKE SOUTHBOUND FROM
 OC1214'TOLL GATE NO. 2 (WELLS-SANFORD), AND ALSO ABOUT 0.35 MILE NORTHEAST OF
 OC1214'THE AGAMENTICUS ROAD OVERPASS CROSSING THE MAINE TURNPIKE IN YORK, A
 OC1214'DISK SET FLUSH IN THE LEDGE 55 FEET NORTHWEST OF THE WESTERLY EDGE OF
 OC1214'THE SOUTHBOUND LANE, 58 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE LINE,
 OC1214'24 FEET SOUTHEAST OF THE BLAZED 12-INCH PINE, AND 5 FEET WEST OF THE
 OC1214'14-FOOT VERTICAL LEDGE FACE.  NOTE-- ALSO 70.66 FEET SOUTH OF THE
 OC1214'STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2472 ***********************************************************************
 PE2472  DESIGNATION -  COFFIN AZ MK 1974
 PE2472  PID         -  PE2472
 PE2472  STATE/COUNTY-  ME/KENNEBEC
 PE2472  USGS QUAD   -  AUGUSTA (1991)
 PE2472
 PE2472                         *CURRENT SURVEY CONTROL
 PE2472  ___________________________________________________________________
 PE2472* NAD 83(1996)-  44 17 55.91584(N)    069 45 43.10902(W)     ADJUSTED  
 PE2472* NAVD 88     -        81.4    (meters)     267.     (feet)  VERTCON   
 PE2472  ___________________________________________________________________
 PE2472  LAPLACE CORR-           2.19  (seconds)                    DEFLEC99
 PE2472  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 PE2472
 PE2472  HORZ ORDER  -  SECOND
 PE2472
 PE2472.The horizontal coordinates were established by classical geodetic methods
 PE2472.and adjusted by the National Geodetic Survey in March 1998..
 PE2472
 PE2472.The NAVD 88 height was computed by applying the VERTCON shift value to
 PE2472.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PE2472
 PE2472.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2472
 PE2472.The geoid height was determined by GEOID03.
 PE2472
 PE2472;                    North         East     Units Scale Factor Converg.
 PE2472;SPC ME W     -   162,900.387   932,294.353   MT  0.99997949   +0 16 57.5
 PE2472;UTM  19      - 4,905,350.332   439,216.799   MT  0.99964544   -0 31 55.8
 PE2472
 PE2472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2472!SPC ME W     -   0.99999129  x   0.99997949  =   0.99997078
 PE2472!UTM  19      -   0.99999129  x   0.99964544  =   0.99963674
 PE2472
 PE2472:                Primary Azimuth Mark                     Grid Az
 PE2472:SPC ME W     -  COFFIN MEDOT 1974                        087 31 11.6
 PE2472:UTM  19      -  COFFIN MEDOT 1974                        088 20 04.9
 PE2472
 PE2472|---------------------------------------------------------------------|
 PE2472| PID    Reference Object                     Distance      Geod. Az  |
 PE2472|                                                           dddmmss.s |
 PE2472| PE2404 COFFIN MEDOT 1974                   APPROX. 1.4 KM 0874809.1 |
 PE2472| PE2471 CHELSEA RAD STA WRDO MAST           APPROX. 1.2 KM 2301052.2 |
 PE2472| PE1360 POWER                               APPROX. 4.8 KM 2875121.2 |
 PE2472| PE2474 AUGUSTA STATE CAPITOL DOME          APPROX. 1.8 KM 3002703.0 |
 PE2472| PE2473 AUGUSTA MENTAL INST STACK           APPROX. 0.8 KM 3044445.9 |
 PE2472|---------------------------------------------------------------------|
 PE2472
 PE2472                          SUPERSEDED SURVEY CONTROL
 PE2472
 PE2472  NAD 83(1992)-  44 17 55.91455(N)    069 45 43.10735(W) AD(       ) 2
 PE2472  NAD 83(1986)-  44 17 55.91987(N)    069 45 43.11248(W) AD(       ) 2
 PE2472  NAD 27      -  44 17 55.67399(N)    069 45 44.95871(W) AD(       ) 2
 PE2472  NGVD 29 (07/19/86)   81.6    (m)          268.     (f) VERT ANG       
 PE2472
 PE2472.Superseded values are not recommended for survey control.
 PE2472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2472.See file dsdata.txt to determine how the superseded data were derived.
 PE2472
 PE2472_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK3921705350(NAD 83)
 PE2472_MARKER: DD = SURVEY DISK
 PE2472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE2472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE2472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE2472+STABILITY: SURFACE MOTION
 PE2472
 PE2472  HISTORY     - Date     Condition        Report By
 PE2472  HISTORY     - 1974     MONUMENTED       MEDT
 PE2472
 PE2472                          STATION DESCRIPTION
 PE2472
 PE2472'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974 (RCA)
 PE2472'THE STATION IS LOCATED IN THE CITY OF AUGUSTA, 1.9 MILES SOUTHEAST
 PE2472'OF AUGUSTA, 1.6 MILES EAST-NORTHEAST OF HALLOWELL, 4.4 MILES NORTH
 PE2472'OF GARDINER AND ON PROPERTY OWNED BY THE STATE OF MAINE (AUGUSTA
 PE2472'MENTAL HEALTH INSTITUTE).
 PE2472'
 PE2472'TO REACH FROM THE TRAFFIC CIRCLE ON THE EAST SIDE OF THE KENNEBEC
 PE2472'RIVER IN AUGUSTA, GO SOUTH 0.5 MILES ON STATE ROUTES 9 AND 17 TO THE
 PE2472'JUNCTION OF STATE ROUTES 9 AND 17.  TURN LEFT, GO 1.15 MILES EAST
 PE2472'ON STATE ROUTE 17 TO THE INTERSECTION WITH CONY ROAD.  TURN RIGHT,
 PE2472'GO SOUTH ON CONY ROAD 0.4 MILES TO A GRAVEL ROAD RIGHT(PIGGERY
 PE2472'ROAD).  TURN RIGHT, GO 0.8 MILES TO A TRACK ROAD LEFT.  TURN
 PE2472'LEFT, GO 0.25 MILES UP THE HILL TO THE STATION ON THE LEFT.
 PE2472'
 PE2472'THE STATION MARK IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 PE2472'DISK, STAMPED COFFIN AZ MK 1974, AND SET IN A CYLINDRICAL CONCRETE
 PE2472'POST FLUSH WITH THE GROUND.  IT IS 10.5 FEET NORTH OF A 3-INCH
 PE2472'BIRCH TREE, 44.0 FEET WEST OF AN 18-INCH ELM TREE, 41.0 FEET EAST
 PE2472'OF THE CENTERLINE OF A TRACK ROAD AND 10.0 FEET ABOVE THE TRACK
 PE2472'ROAD AT THE NORTHWEST CORNER OF A DRY RESERVOIR.  THE
 PE2472'UNDERGROUND-STATION MARK IS A BRASS PLUG SET IN AN IRREGULAR
 PE2472'MASS OF CONCRETE 54 INCHES BELOW THE SURFACE OF THE GROUND.
 PE2472'
 PE2472'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 PE2472'
 PE2472'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2404 ***********************************************************************
 PE2404  DESIGNATION -  COFFIN MEDOT 1974
 PE2404  PID         -  PE2404
 PE2404  STATE/COUNTY-  ME/KENNEBEC
 PE2404  USGS QUAD   -  TOGUS POND (1982)
 PE2404
 PE2404                         *CURRENT SURVEY CONTROL
 PE2404  ___________________________________________________________________
 PE2404* NAD 83(1996)-  44 17 57.64307(N)    069 44 40.25815(W)     ADJUSTED  
 PE2404* NAVD 88     -        61.5    (meters)     202.     (feet)  VERTCON   
 PE2404  ___________________________________________________________________
 PE2404  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 PE2404  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 PE2404
 PE2404  HORZ ORDER  -  SECOND
 PE2404
 PE2404.The horizontal coordinates were established by classical geodetic methods
 PE2404.and adjusted by the National Geodetic Survey in March 1998..
 PE2404
 PE2404.The NAVD 88 height was computed by applying the VERTCON shift value to
 PE2404.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PE2404
 PE2404.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2404
 PE2404.The geoid height was determined by GEOID03.
 PE2404
 PE2404;                    North         East     Units Scale Factor Converg.
 PE2404;SPC ME W     -   162,960.719   933,687.271   MT  0.99998062   +0 17 41.4
 PE2404;UTM  19      - 4,905,390.836   440,609.966   MT  0.99964338   -0 31 12.0
 PE2404
 PE2404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2404!SPC ME W     -   0.99999441  x   0.99998062  =   0.99997503
 PE2404!UTM  19      -   0.99999441  x   0.99964338  =   0.99963779
 PE2404
 PE2404:                Primary Azimuth Mark                     Grid Az
 PE2404:SPC ME W     -  COFFIN AZ MK 1974                        267 31 11.5
 PE2404:UTM  19      -  COFFIN AZ MK 1974                        268 20 04.9
 PE2404
 PE2404|---------------------------------------------------------------------|
 PE2404| PID    Reference Object                     Distance      Geod. Az  |
 PE2404|                                                           dddmmss.s |
 PE2404| PE2472 COFFIN AZ MK 1974                   APPROX. 1.4 KM 2674852.9 |
 PE2404| PE2473 AUGUSTA MENTAL INST STACK           APPROX. 2.1 KM 2812125.9 |
 PE2404|---------------------------------------------------------------------|
 PE2404
 PE2404                          SUPERSEDED SURVEY CONTROL
 PE2404
 PE2404  NAD 83(1992)-  44 17 57.64173(N)    069 44 40.25648(W) AD(       ) 2
 PE2404  NAD 83(1986)-  44 17 57.64708(N)    069 44 40.26163(W) AD(       ) 2
 PE2404  NAD 27      -  44 17 57.40113(N)    069 44 42.10997(W) AD(       ) 2
 PE2404  NGVD 29 (07/19/86)   61.7    (m)          202.     (f) VERT ANG       
 PE2404
 PE2404.Superseded values are not recommended for survey control.
 PE2404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2404.See file dsdata.txt to determine how the superseded data were derived.
 PE2404
 PE2404_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK4061005391(NAD 83)
 PE2404_MARKER: DD = SURVEY DISK
 PE2404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE2404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE2404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE2404+STABILITY: SURFACE MOTION
 PE2404
 PE2404  HISTORY     - Date     Condition        Report By
 PE2404  HISTORY     - 1974     MONUMENTED       MEDT
 PE2404
 PE2404                          STATION DESCRIPTION
 PE2404
 PE2404'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974 (RCA)
 PE2404'THE STATION IS LOCATED IN THE CITY OF AUGUSTA 1.9 MILES
 PE2404'EAST-SOUTHEAST OF THE CENTER OF AUGUSTA, 2.5 MILES EAST-NORTHEAST
 PE2404'OF HALLOWELL, 4.9 MILES NORTH-NORTHEAST OF GARDINER, AND ON
 PE2404'PROPERTY OWNED BY THE STATE OF MAINE(AUGUSTA MENTAL HEALTH
 PE2404'INSTITUTE).
 PE2404'
 PE2404'TO REACH FROM THE TRAFFIC CIRCLE ON THE EAST SIDE OF THE KENNEBEC
 PE2404'RIVER IN AUGUSTA, GO SOUTH ON STATE ROUTES 9 AND 17 0.5 MILES TO
 PE2404'THE JUNCTION OF STATE ROUTES 9 AND 17.  TURN LEFT AND GO 1.15
 PE2404'MILES ON STATE ROUTE 17 TO THE INTERSECTION WITH CONY ROAD.  TURN
 PE2404'RIGHT AND GO SOUTH ON CONY ROAD 0.35 MILES TO THE STATION ON
 PE2404'THE RIGHT.
 PE2404'
 PE2404'THE STATION MARK IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 PE2404'DISK STAMPED 1974 COFFIN AND SET PROJECTING 0.3 FEET BELOW THE
 PE2404'GROUND IN A 12 INCH CYLINDRICAL CONCRETE POST.  IT IS 5.0 FEET
 PE2404'SOUTHWEST OF A METAL WITNESS POST, 25.5 FEET NORTHWEST OF THE
 PE2404'CENTERLINE OF CONY ROAD, 50.5 FEET NORTH OF A 12 INCH MAPLE TREE,
 PE2404'AND 63.0 FEET NORTH OF A POWER POLE NUMBER 536/11.
 PE2404'
 PE2404'THE AZIMUTH MARK WAS ALSO OCCUPIED AND LOCATED BY
 PE2404'TRIANGULATION.  THEREFORE, IT HAS ITSELF BEEN DESCRIBED AS A
 PE2404'TRIANGULATION STATION.
 PE2404'
 PE2404'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 PE2404'
 PE2404'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1159 ***********************************************************************
 PD1159  DESIGNATION -  COFFIN ROCK BEACON
 PD1159  PID         -  PD1159
 PD1159  STATE/COUNTY-  ME/WASHINGTON
 PD1159  USGS QUAD   -  HARRINGTON (1975)
 PD1159
 PD1159                         *CURRENT SURVEY CONTROL
 PD1159  ___________________________________________________________________
 PD1159* NAD 83(1996)-  44 34 54.70476(N)    067 45 00.47138(W)     ADJUSTED  
 PD1159* NAVD 88     -                                                        
 PD1159  ___________________________________________________________________
 PD1159  LAPLACE CORR-           5.55  (seconds)                    DEFLEC99
 PD1159  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 PD1159
 PD1159  HORZ ORDER  -  THIRD
 PD1159
 PD1159.The horizontal coordinates were established by classical geodetic methods
 PD1159.and adjusted by the National Geodetic Survey in March 1998..
 PD1159
 PD1159
 PD1159.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1159
 PD1159.The geoid height was determined by GEOID03.
 PD1159
 PD1159;                    North         East     Units Scale Factor Converg.
 PD1159;SPC ME E     -   101,955.033   359,547.322   MT  0.99994359   +0 31 34.9
 PD1159;UTM  19      - 4,937,262.039   599,222.772   MT  0.99972107   +0 52 38.6
 PD1159
 PD1159                          SUPERSEDED SURVEY CONTROL
 PD1159
 PD1159  NAD 83(1992)-  44 34 54.70142(N)    067 45 00.47068(W) AD(       ) 4
 PD1159  NAD 83(1986)-  44 34 54.69775(N)    067 45 00.47379(W) AD(       ) 4
 PD1159  NAD 27      -  44 34 54.42000(N)    067 45 02.48000(W) AD(       ) 3
 PD1159
 PD1159.Superseded values are not recommended for survey control.
 PD1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1159.See file dsdata.txt to determine how the superseded data were derived.
 PD1159
 PD1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK9922337262(NAD 83)
 PD1159
 PD1159  HISTORY     - Date     Condition        Report By
 PD1159  HISTORY     - UNK      MONUMENTED
 PD1159  HISTORY     - 1945     SEE DESCRIPTION  CGS
 PD1159
 PD1159                          STATION DESCRIPTION
 PD1159
 PD1159'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (FLP)
 PD1159'STATION LOST.  ACCORDING TO LOCAL RESIDENTS THE BEACON HAD BEEN
 PD1159'GRADUALLY FALLING APART FOR A NUMBER OF YEARS AND FINALLY FELL ABOUT
 PD1159'10 YEARS AGO.  NO EVIDENCE OF THE BEACON COULD BE LOCATED.
 PD1159'
 PD1159'APPARENTLY REBUILT, LOCATED WITH SEXTANT CUTS IN 1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0529 ***********************************************************************
 OB0529  DESIGNATION -  COGAN 2 1933
 OB0529  PID         -  OB0529
 OB0529  STATE/COUNTY-  ME/SAGADAHOC
 OB0529  USGS QUAD   -  PHIPPSBURG (1957)
 OB0529
 OB0529                         *CURRENT SURVEY CONTROL
 OB0529  ___________________________________________________________________
 OB0529* NAD 83(1996)-  43 45 05.30798(N)    069 47 19.65812(W)     ADJUSTED  
 OB0529* NAVD 88     -        30.     (meters)      98.     (feet)  SCALED    
 OB0529  ___________________________________________________________________
 OB0529  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 OB0529  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 OB0529
 OB0529  HORZ ORDER  -  THIRD
 OB0529
 OB0529.The horizontal coordinates were established by classical geodetic methods
 OB0529.and adjusted by the National Geodetic Survey in March 1998..
 OB0529
 OB0529.The orthometric height was scaled from a topographic map.
 OB0529
 OB0529.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0529
 OB0529.The geoid height was determined by GEOID03.
 OB0529
 OB0529;                    North         East     Units Scale Factor Converg.
 OB0529;SPC ME W     -   102,070.040   930,432.953   MT  0.99997805   +0 15 40.7
 OB0529;UTM  19      - 4,844,572.558   436,495.677   MT  0.99964960   -0 32 43.8
 OB0529
 OB0529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0529!SPC ME W     -   0.99999936  x   0.99997805  =   0.99997741
 OB0529!UTM  19      -   0.99999936  x   0.99964960  =   0.99964896
 OB0529
 OB0529:                Primary Azimuth Mark                     Grid Az
 OB0529:SPC ME W     -  SHAG ROCK BEACON                         019 38 17.1
 OB0529:UTM  19      -  SHAG ROCK BEACON                         020 26 41.6
 OB0529
 OB0529|---------------------------------------------------------------------|
 OB0529| PID    Reference Object                     Distance      Geod. Az  |
 OB0529|                                                           dddmmss.s |
 OB0529| OB0528 SHAG ROCK BEACON                    APPROX. 1.5 KM 0195357.8 |
 OB0529| OB0539 BAY PT BROWN HSE CHIMNEY            APPROX. 1.2 KM 0725725.0 |
 OB0529| OB0536 HEEL EDDY GRAY ROOFED HSE CHIM      APPROX. 1.9 KM 0802131.0 |
 OB0529| OB0543 POPHAM BEACH CHURCH SPIRE           273.071 METERS 08140     |
 OB0529| OB0481 JACK ROCK SPINDLE USE               APPROX. 1.4 KM 0971653.0 |
 OB0529| OB0541 COXES HEAD FLAGPOLE                 APPROX. 1.7 KM 3592725.3 |
 OB0529|---------------------------------------------------------------------|
 OB0529
 OB0529                          SUPERSEDED SURVEY CONTROL
 OB0529
 OB0529  NAD 83(1992)-  43 45 05.30537(N)    069 47 19.65642(W) AD(       ) 3
 OB0529  NAD 83(1986)-  43 45 05.31107(N)    069 47 19.66203(W) AD(       ) 3
 OB0529  NAD 27      -  43 45 05.00400(N)    069 47 21.49700(W) AD(       ) 3
 OB0529
 OB0529.Superseded values are not recommended for survey control.
 OB0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0529.See file dsdata.txt to determine how the superseded data were derived.
 OB0529
 OB0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3649644573(NAD 83)
 OB0529
 OB0529  HISTORY     - Date     Condition        Report By
 OB0529  HISTORY     - 1933     MONUMENTED       CGS
 OB0529  HISTORY     - 1941     SEE DESCRIPTION  CGS
 OB0529  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0529  HISTORY     - 20020913 MARK NOT FOUND   USPSQD
 OB0529
 OB0529                          STATION DESCRIPTION
 OB0529
 OB0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OB0529'STATION IS ON THE SW CORNER OF THE ROOF TO THE OBSERVATION
 OB0529'HOUSE OF COGAN BATTERY OF OLD FORT BALDWIN.  (NEAR U.S. ENGINEERS
 OB0529'STATION COGAN WHICH HAS BEEN DESTROYED).  THE FORT IS ON THE
 OB0529'BLUFF ABOVE OLD FORT POPHAM ON THE KENNEBEC RIVER, AND ABOUT A
 OB0529'1/2 MILE FROM THE RUINS OF THE OLD FORT.  THE HOUSE IS BUILT OF
 OB0529'CONCRETE ENTIRELY AND THE ROOF IS COVERED WITH TAR.  THE STATION
 OB0529'MARK IS SET IN A DRILL HOLE IN A 6-INCH CONCRETE COPING WHICH
 OB0529'EXTENDS ALL AROUND THE ROOF.  STATION IS 0.28 METER FROM THE
 OB0529'SE CORNER OF THE COPING.  THERE IS AN ANCHOR BOLT 0.37 METER
 OB0529'SW, AND ANOTHER 0.40 METER N ON THE COPING.  THE OBSERVATION
 OB0529'HOUSE IS ABOVE AND A PART OF THE MAIN BATTERY STRUCTURE.
 OB0529'
 OB0529'TO REACH THE STATION FROM OLD FORT POPHAM OR FROM POPHAM BEACH
 OB0529'POST OFFICE NEAR KENNEBEC RIVER, TAKE THE ROAD LEADING W AND
 OB0529'FOLLOW IT AROUND THE SHORE LINE TO A ROCK BLUFF ON THE LEFT,
 OB0529'THEN TAKE AN OLD ROAD TO THE LEFT.  FOLLOW THIS ROAD 175 PACES
 OB0529'THROUGH A GATE TO THE FIRST CONCRETE STRUCTURE WHICH IS COGAN
 OB0529'BATTERY, THE HOUSE ON WHICH THE STATION IS PLACED.  STATION
 OB0529'DISK WAS THROUGH ERROR, STAMPED COGAN U.S.E. INSTEAD OF COGAN
 OB0529'2, AS IT WAS THOUGHT AT FIRST THAT COGAN U.S.E. WAS FOUND.
 OB0529'
 OB0529'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.17 METERS.
 OB0529
 OB0529                          STATION RECOVERY (1941)
 OB0529
 OB0529'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OB0529'STATION RECOVERED IN GOOD CONDITION.  LOCATED ON THE SE (NOT SW)
 OB0529'CORNER OF THE BATTERY COMMAND TOWER OF COGAN BATTERY OF OLD
 OB0529'FORT BALDWIN.  THE FORT IS ON A HIGH BLUFF ABOUT 1/2 MILE WSW
 OB0529'OF OLD FORT POPHAM ON THE KENNEBEC RIVER.  BATTERY COGAN IS THE
 OB0529'N ONE OF THREE BATTERIES OF THE FORT.  THE BATTERY COMMAND
 OB0529'HOUSE IS BUILT OF CONCRETE WITH A TAR-COVERED ROOF.  THE STATION
 OB0529'IS IN THE CONCRETE COPING WHICH EXTENDS AROUND THE ROOF.  THERE
 OB0529'IS AN ANCHOR BOLT IN THE COPING 0.37 METER SW AND ANOTHER
 OB0529'0.40 METER N OF THE STATION.
 OB0529'
 OB0529'TO REACH THE STATION FROM OLD FORT POPHAM OR FROM POPHAM
 OB0529'BEACH POST OFFICE TAKE THE GRAVEL ROAD W ABOUT 1/2 MILE TO FORKS
 OB0529'THENCE RIGHT FORK AROUND THE N BASE OF THE HILL ABOUT 1/2 MILE
 OB0529'TO AN OLD ROAD TO THE S LEADING TO THE OLD FORT.  THIS ROAD IS
 OB0529'ABOUT OPPOSITE AN OLD DOCK ON THE N.  FOLLOW THIS ROAD DUE S UP
 OB0529'THE FACE OF THE HILL TO THE FORT ON THE TOP.
 OB0529'
 OB0529'THE POPHAM BEACH CHURCH SPIRE MENTIONED IN THE 1933 DESCRIPTION
 OB0529'IS NO LONGER VISIBLE.  THE COXES HEAD FLAGPOLE HAS EITHER BEEN
 OB0529'MOVED OR REBUILT.
 OB0529
 OB0529                          STATION RECOVERY (1942)
 OB0529
 OB0529'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OB0529'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED.  DISCUSSION
 OB0529'ABOUT STAMPING OF THE NAME IS FOUND IN C.M. DURGINS DESCRIPTION.
 OB0529
 OB0529                          STATION RECOVERY (2002)
 OB0529
 OB0529'RECOVERY NOTE BY US POWER SQUADRON 2002 (RHS)
 OB0529'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0614 ***********************************************************************
 PD0614  DESIGNATION -  COGG
 PD0614  PID         -  PD0614
 PD0614  STATE/COUNTY-  ME/WASHINGTON
 PD0614  USGS QUAD   -  PEMBROKE (1977)
 PD0614
 PD0614                         *CURRENT SURVEY CONTROL
 PD0614  ___________________________________________________________________
 PD0614* NAD 83(1996)-  44 55 32.81723(N)    067 08 10.73337(W)     ADJUSTED  
 PD0614* NAVD 88     -         4.5    (meters)      15.     (feet)  VERTCON   
 PD0614  ___________________________________________________________________
 PD0614  LAPLACE CORR-           4.80  (seconds)                    DEFLEC99
 PD0614  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 PD0614
 PD0614  HORZ ORDER  -  THIRD
 PD0614
 PD0614.The horizontal coordinates were established by classical geodetic methods
 PD0614.and adjusted by the National Geodetic Survey in March 1998..
 PD0614
 PD0614.The NAVD 88 height was computed by applying the VERTCON shift value to
 PD0614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PD0614
 PD0614.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0614
 PD0614.The geoid height was determined by GEOID03.
 PD0614
 PD0614;                    North         East     Units Scale Factor Converg.
 PD0614;SPC ME E     -   140,801.258   407,650.256   MT  1.00004246   +0 57 47.2
 PD0614;UTM  19      - 4,976,395.353   647,076.512   MT  0.99986599   +1 18 58.9
 PD0614
 PD0614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0614!SPC ME E     -   1.00000286  x   1.00004246  =   1.00004532
 PD0614!UTM  19      -   1.00000286  x   0.99986599  =   0.99986885
 PD0614
 PD0614                          SUPERSEDED SURVEY CONTROL
 PD0614
 PD0614  NAD 83(1992)-  44 55 32.80756(N)    067 08 10.73409(W) AD(       ) 3
 PD0614  NAD 83(1986)-  44 55 32.80754(N)    067 08 10.73493(W) AD(       ) 3
 PD0614  NGVD 29 (09/20/87)    4.7    (m)           15.     (f) VERT ANG       
 PD0614
 PD0614.Superseded values are not recommended for survey control.
 PD0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0614.See file dsdata.txt to determine how the superseded data were derived.
 PD0614
 PD0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK4707776395(NAD 83)
 PD0614_MARKER: DD = SURVEY DISK
 PD0614_SETTING: 66 = SET IN ROCK OUTCROP
 PD0614_SP_SET: SET IN A ROCK LEDGE
 PD0614_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0614_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0614+STABILITY: POSITION/ELEVATION WELL
 PD0614
 PD0614  HISTORY     - Date     Condition        Report By
 PD0614  HISTORY     - 1986     MONUMENTED       NOS
 PD0614
 PD0614                          STATION DESCRIPTION
 PD0614
 PD0614'DESCRIBED BY NATIONAL OCEAN SERVICE 1986 (JGF)
 PD0614'THE STATION IS LOCATED 2 MILES SOUTHEAST OF PEMBROKE ON THE EASTERN
 PD0614'SHORE OF THE PENNAMAQUAN RIVER, AT THE MOST SOUTWEST POINT OF
 PD0614'OF HERSEY NECK AND 0.1 MILE SOUTHEAST OF COGGINS HEAD.
 PD0614'
 PD0614'TO REACH - THE STATION WAS REACHED BY BOAT.
 PD0614'
 PD0614'THE STATION IS A N.O.S. BRONZE DISK STAMPED---COGG 1986---,CEMENTED
 PD0614'IN A DRILL HOLE IN A ROCK LEDGE.
 PD0614'IT IS LOCATED,
 PD0614'44 FEET SOUTHWEST FROM THE TREELINE
 PD0614'3 FEET NORTHEAST FROM THE HIGH WATER LINE
 PD0614'2 FEET ABOVE HIGH WATER
 PD0614'APPROX. 200 METERS NORTHWEST FROM A HOUSE.
 PD0614'
 PD0614'HEIGHT OF LIGHT SHOWN WAS 1.3 METERS ABOVE THE MARK.
 PD0614'
 PD0614'DESCRIBED BY J.G.FREDRICK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2025 ***********************************************************************
 PE2025  DESIGNATION -  COLBY LEDGE BEACON
 PE2025  PID         -  PE2025
 PE2025  STATE/COUNTY-  ME/HANCOCK
 PE2025  USGS QUAD   -  ISLE AU HAUT EAST (1983)
 PE2025
 PE2025                         *CURRENT SURVEY CONTROL
 PE2025  ___________________________________________________________________
 PE2025* NAD 83(1996)-  44 07 24.86258(N)    068 35 34.12098(W)     ADJUSTED  
 PE2025* NAVD 88     -                                                        
 PE2025  ___________________________________________________________________
 PE2025  LAPLACE CORR-           3.55  (seconds)                    DEFLEC99
 PE2025  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 PE2025
 PE2025  HORZ ORDER  -  THIRD
 PE2025
 PE2025.The horizontal coordinates were established by classical geodetic methods
 PE2025.and adjusted by the National Geodetic Survey in March 1998..
 PE2025
 PE2025
 PE2025.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2025
 PE2025.The geoid height was determined by GEOID03.
 PE2025
 PE2025;                    North         East     Units Scale Factor Converg.
 PE2025;SPC ME E     -    50,766.057   292,572.163   MT  0.99990068   -0 03 52.6
 PE2025;UTM  19      - 4,885,678.560   532,578.160   MT  0.99961305   +0 17 00.6
 PE2025
 PE2025                          SUPERSEDED SURVEY CONTROL
 PE2025
 PE2025  NAD 83(1992)-  44 07 24.87237(N)    068 35 34.10399(W) AD(       ) 4
 PE2025  NAD 83(1986)-  44 07 24.87586(N)    068 35 34.11190(W) AD(       ) 4
 PE2025  NAD 83(1986)-  44 07 24.86489(N)    068 35 34.08872(W) AD(       ) 4
 PE2025  NAD 27      -  44 07 24.56900(N)    068 35 36.00600(W) AD(       ) 3
 PE2025
 PE2025.Superseded values are not recommended for survey control.
 PE2025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2025.See file dsdata.txt to determine how the superseded data were derived.
 PE2025
 PE2025_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ3257885679(NAD 83)
 PE2025_MARKER: 16 = DAYBEACON
 PE2025_SETTING: 0 = UNSPECIFIED SETTING
 PE2025_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2025
 PE2025  HISTORY     - Date     Condition        Report By
 PE2025  HISTORY     - 1934     FIRST OBSERVED   CGS
 PE2025  HISTORY     - 1983     GOOD             NOS
 PE2025
 PE2025                          STATION DESCRIPTION
 PE2025
 PE2025'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2025'THIS STATION IS THE TOP OF THE RED SPINDLE ON THE ROCKS KNOWN
 PE2025'AS COLBY LEDGE.  THIS LEDGE IS IN JERICHO BAY ABOUT 2 MI. N.NW.
 PE2025'OF ISLE AU HAUT AND ABOUT 3/4 MI. EAST OF MC GLATHERY ISLAND.
 PE2025
 PE2025                          STATION RECOVERY (1983)
 PE2025
 PE2025'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1983 (CSM)
 PE2025'THE STATION IS LOCATED APPROX 3.7 KM (2.3 MILES) NORTH
 PE2025'OF ISLE AU HAUT IN THE EAST END OF MERCHANTS ROW
 PE2025'AND AT THE SOUTH END OF JERICHO BAY ON COLBY LEDGE.
 PE2025'
 PE2025'THE STATION WAS REACHED BY BOAT.
 PE2025'
 PE2025'THE STATION IS A TRIANGULAR SHAPED RED DAYBEACON WITH
 PE2025'A RED REFLECTIVE BORDER AND IS MOUNTED ON AN IRON SPINDLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0170 ***********************************************************************
 QG0170  DESIGNATION -  COLD
 QG0170  PID         -  QG0170
 QG0170  STATE/COUNTY-  ME/AROOSTOOK
 QG0170  USGS QUAD   -  CRYSTAL (1989)
 QG0170
 QG0170                         *CURRENT SURVEY CONTROL
 QG0170  ___________________________________________________________________
 QG0170* NAD 83(1996)-  45 57 22.67307(N)    068 18 23.24787(W)     ADJUSTED  
 QG0170* NAVD 88     -       195.808  (meters)     642.41   (feet)  ADJUSTED  
 QG0170  ___________________________________________________________________
 QG0170  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 QG0170  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 QG0170  DYNAMIC HT  -         195.815 (meters)     642.44  (feet)  COMP
 QG0170  MODELED GRAV-     980,646.0   (mgal)                       NAVD 88
 QG0170
 QG0170  HORZ ORDER  -  SECOND
 QG0170  VERT ORDER  -  SECOND    CLASS 0
 QG0170
 QG0170.The horizontal coordinates were established by classical geodetic methods
 QG0170.and adjusted by the National Geodetic Survey in March 1998..
 QG0170
 QG0170.The orthometric height was determined by differential leveling
 QG0170.and adjusted by the National Geodetic Survey in June 1991..
 QG0170
 QG0170.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG0170
 QG0170.The geoid height was determined by GEOID03.
 QG0170
 QG0170.The dynamic height is computed by dividing the NAVD 88
 QG0170.geopotential number by the normal gravity value computed on the
 QG0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0170.degrees latitude (g = 980.6199 gals.).
 QG0170
 QG0170.The modeled gravity was interpolated from observed gravity values.
 QG0170
 QG0170;                    North         East     Units Scale Factor Converg.
 QG0170;SPC ME E     -   254,435.148   315,002.719   MT  0.99990277   +0 08 20.8
 QG0170;UTM  19      - 5,089,425.747   553,744.803   MT  0.99963551   +0 29 54.7
 QG0170
 QG0170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG0170!SPC ME E     -   0.99997306  x   0.99990277  =   0.99987583
 QG0170!UTM  19      -   0.99997306  x   0.99963551  =   0.99960858
 QG0170
 QG0170:                Primary Azimuth Mark                     Grid Az
 QG0170:SPC ME E     -  COLD AZ MK                               021 53 41.9
 QG0170:UTM  19      -  COLD AZ MK                               021 32 08.0
 QG0170
 QG0170|---------------------------------------------------------------------|
 QG0170| PID    Reference Object                     Distance      Geod. Az  |
 QG0170|                                                           dddmmss.s |
 QG0170| QG0172 COLD AZ MK                                         0220202.7 |
 QG0170| RF0712 MAY MOUNTAIN FIRE TOWER             APPROX. 8.9 KM 0285413.5 |
 QG0170| QG0171 COLD RM 1                            21.199 METERS 05245     |
 QG0170| QG0169 COLD RM 2                            27.153 METERS 17604     |
 QG0170| QG0168 COLD RM 3                            27.301 METERS 17624     |
 QG0170|---------------------------------------------------------------------|
 QG0170
 QG0170                          SUPERSEDED SURVEY CONTROL
 QG0170
 QG0170  NAD 83(1992)-  45 57 22.67047(N)    068 18 23.24476(W) AD(       ) 2
 QG0170  NAD 83(1986)-  45 57 22.67528(N)    068 18 23.25920(W) AD(       ) 2
 QG0170  NAD 27      -  45 57 22.48680(N)    068 18 25.16580(W) AD(       ) 2
 QG0170  NGVD 29 (??/??/92)  195.980  (m)          642.98   (f) ADJ UNCH    2 0
 QG0170
 QG0170.Superseded values are not recommended for survey control.
 QG0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0170.See file dsdata.txt to determine how the superseded data were derived.
 QG0170
 QG0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL5374589426(NAD 83)
 QG0170_MARKER: DS = TRIANGULATION STATION DISK
 QG0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0170_STAMPING: COLD 1959
 QG0170_MARK LOGO: NGS   
 QG0170_MAGNETIC: N = NO MAGNETIC MATERIAL
 QG0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0170+STABILITY: SURFACE MOTION
 QG0170
 QG0170  HISTORY     - Date     Condition        Report By
 QG0170  HISTORY     - 1959     MONUMENTED       CGS
 QG0170  HISTORY     - 1970     SEE DESCRIPTION  NGS
 QG0170  HISTORY     - 1970     GOOD             NGS
 QG0170  HISTORY     - 1971     SEE DESCRIPTION  NGS
 QG0170  HISTORY     - 1971     GOOD             NGS
 QG0170  HISTORY     - 1981     MARK NOT FOUND   MEDT
 QG0170  HISTORY     - 1982     GOOD             NGS
 QG0170  HISTORY     - 19821026 GOOD             NGS
 QG0170
 QG0170                          STATION DESCRIPTION
 QG0170
 QG0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (HRL)
 QG0170'STATION IS LOCATED ALONG THE RIGHT OF WAY OF U.S. HIGHWAY NO. 2
 QG0170'ABOUT 7 MILES NORTHEAST OF SHERMAN MILLS AND ABOUT 4 MILES
 QG0170'SOUTHWEST OF ISLAND FALLS.  STATION, A STANDARD DISK SET IN A
 QG0170'12 X 12 INCH CONCRETE MONUMENT AND STAMPED COLD 1959 IS 16-1/2
 QG0170'FEET NORTHWEST OF APPROXIMATE CENTERLINE OF U.S. HIGHWAY NO. 2,
 QG0170'2 FEET SOUTHEAST OF UTILITY POLE AND 5 FEET SOUTH OF WITNESS
 QG0170'POST.  THE MARK PROJECTS 2 INCHES.
 QG0170'
 QG0170'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 2 AND STATE
 QG0170'HIGHWAY NO. 159 IN ISLAND FALLS, GO SOUTH THENCE SOUTHWESTERLY
 QG0170'ON U.S. HIGHWAY NO. 2 FOR 4.75 MILES TO AZIMUTH MARK ON RIGHT
 QG0170'(NORTHWEST) SIDE OF HIGHWAY AS DESCRIBED.  CONTINUE SOUTHWESTERLY
 QG0170'ON U.S. HIGHWAY NO. 2 FOR 0.1 MILE TO TOP OF HILL AND STATION AS
 QG0170'DESCRIBED.
 QG0170'
 QG0170'REFERENCE MARK NO. 1, A STANDARD DISK SET IN A 12 X 12 INCH
 QG0170'CONCRETE MONUMENT AND STAMPED COLD NO 1 1959 IS 20 FEET SOUTHEAST
 QG0170'OF APPROXIMATE CENTERLINE OF HIGHWAY AND 2-1/2 FEET SOUTHWEST OF
 QG0170'WITNESS POST.  THE MARK IS SET FLUSH WITH THE GROUND.
 QG0170'
 QG0170'REFERENCE MARK NO. 2, A STANDARD DISK SET IN A 12 X 12 INCH
 QG0170'CONCRETE MONUMENT AND STAMPED COLD NO 2 1959 IS 19-1/2 FEET
 QG0170'SOUTHEAST OF APPROXIMATE CENTERLINE OF HIGHWAY AND 2 FEET
 QG0170'NORTHEAST OF UTILITY POLE.  THE MARK IS SET FLUSH WITH THE GROUND.
 QG0170'
 QG0170'AZIMUTH MARK, A STANDARD DISK SET IN A 12 X 12 INCH CONCRETE
 QG0170'MONUMENT AND STAMPED COLD 1959 IS 19-1/2 FEET NORTHWEST OF
 QG0170'APPROXIMATE CENTERLINE OF HIGHWAY, 2-1/2 FEET SOUTHEAST OF A
 QG0170'UTILITY POLE AND 2.2 FEET SOUTH OF WITNESS POST.  THE MARK
 QG0170'PROJECTS 4 INCHES.
 QG0170'
 QG0170'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 QG0170
 QG0170                          STATION RECOVERY (1970)
 QG0170
 QG0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 QG0170'STATION MARK, RM NO. 1, AND THE AZIMUTH MARK WERE RECOVERED IN
 QG0170'GOOD CONDITION.  RM NO. 2 WAS FOUND PUSHED OVER BY MACHINERY,
 QG0170'AND THE POWER POLE IT WAS NEAR IS GONE.  BOTH WITNESS POSTS WERE
 QG0170'GONE.  A NEW REFERENCE MARK WAS ESTABLISHED AND A WITNESS POST
 QG0170'SET AT STATION.  A COMPLETE DESCRIPTION FOLLOWS--
 QG0170'
 QG0170'STATION IS LOCATED ALONG THE NORTHWEST SIDE OF U.S. HIGHWAY 2,
 QG0170'JUST NORTH OF SUMMIT OF HILL OVER WHICH THE HIGHWAY PASSES.
 QG0170'
 QG0170'TO REACH STATION FROM THE POST OFFICE IN ISLAND FALLS, GO
 QG0170'SOUTHERLY ON U.S. HIGHWAY 2 FOR 4.6 MILES TO AZIMUTH MARK ON
 QG0170'RIGHT, ON WAY UP GRADE.  CONTINUE ON HIGHWAY FOR 0.1 MILE TO
 QG0170'STATION ON RIGHT, JUST BEFORE REACHING SUMMIT.
 QG0170'
 QG0170'STATION MARK IS A STANDARD DISK STAMPED COLD 1959, SET IN A
 QG0170'CONCRETE MONUMENT 6 INCHES BELOW GROUND SURFACE.  IT IS 17 FEET
 QG0170'NORTHWEST OF CENTER LINE OF HIGHWAY, 3 FEET SOUTH OF A POWER POLE
 QG0170'WITH NO NUMBER, 1-1/2 FEET NORTHEAST OF A METAL WITNESS POST,
 QG0170'AND AT THE SECOND POWER POLE SOUTH FROM AZIMUTH MARK.
 QG0170'
 QG0170'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED COLD NO 1
 QG0170'1959, SET IN THE TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT FLUSH
 QG0170'WITH GROUND.  IT IS AT WEST EDGE OF FIELD, 20 FEET EAST OF CENTER
 QG0170'LINE OF HIGHWAY AND 0.6 FOOT LOWER THAN STATION MARK.
 QG0170'
 QG0170'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED COLD
 QG0170'1959 NO 3 1970, SET IN THE TOP OF A 12-INCH-SQUARE, CONCRETE
 QG0170'MONUMENT PROJECTING 2 INCHES FROM GROUND.  IT IS 19 FEET SOUTHEAST
 QG0170'OF CENTER LINE OF HIGHWAY, ON LOW ROADSIDE BANK, 142.5 FEET
 QG0170'NORTH OF POWER POLE NO. 3-115, AND 4.6 FEET HIGHER THAN STATION
 QG0170'MARK.
 QG0170'
 QG0170'AZIMUTH MARK IS A STANDARD DISK STAMPED COLD 1959, SET IN THE
 QG0170'TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT 2 INCHES BELOW GROUND
 QG0170'SURFACE.  IT IS 19 FEET NORTHWEST OF CENTER LINE OF HIGHWAY, 2
 QG0170'FEET SOUTHEAST OF POWER POLE NO. 112 (WHICH HAS A METAL WITNESS
 QG0170'SIGN NAILED ON IT), ABOUT 100 YARDS SOUTH OF A WHITE HOUSE ON
 QG0170'WEST SIDE OF HIGHWAY, AND AT THE SECOND POWER POLE NORTH FROM
 QG0170'STATION.
 QG0170'
 QG0170'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QG0170'4 MILES SW OF ISLAND FALLS.
 QG0170
 QG0170                          STATION RECOVERY (1970)
 QG0170
 QG0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 QG0170'4.5 MI SSW FROM ISLAND FALLS.
 QG0170'4.7 MILES SOUTHERLY ON U.S. HIGHWAY 2 FROM THE POST OFFICE IN
 QG0170'ISLAND FALLS, 17 FEET NORTHWEST OF CENTER LINE OF HIGHWAY, 3
 QG0170'FEET SOUTH OF A POWER LINE POLE WITH NO NUMBER, 1-1/2 FEET
 QG0170'NORTHEAST OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 QG0170'12-INCH-SQUARE, CONCRETE MONUMENT ABOUT 6 INCHES BELOW GROUND
 QG0170'LEVEL.
 QG0170
 QG0170                          STATION RECOVERY (1971)
 QG0170
 QG0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 QG0170'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION, AS
 QG0170'DESCRIBED IN 1970.
 QG0170'
 QG0170'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QG0170'4-1/2 MILES SW OF ISLAND FALLS.
 QG0170
 QG0170                          STATION RECOVERY (1971)
 QG0170
 QG0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 QG0170'RECOVERED IN GOOD CONDITION.
 QG0170
 QG0170                          STATION RECOVERY (1981)
 QG0170
 QG0170'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1981 (BJR)
 QG0170'COLD - 1959 STATION MARK, RMS LOST DUE TO CONSTRUCTION.
 QG0170'
 QG0170'AZ - COLD - 1959 RECOVERED GOOD.
 QG0170'
 QG0170'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7 MI. NORTHEAST
 QG0170'OF SHERMAN MILLS.
 QG0170
 QG0170                          STATION RECOVERY (1982)
 QG0170
 QG0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QG0170'THE MARK IS 20 CM (8-INCHES) UNDERGROUND.
 QG0170
 QG0170                          STATION RECOVERY (1982)
 QG0170
 QG0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 QG0170'THE STATION MARK AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 QG0170'REFERENCE MARKS 1 AND 3 WERE DESTROYED BY ROAD CONSTRUCTION.  THE
 QG0170'DIRECTION FROM MAY MOUNTAIN FIRE TOWER TO THE AZIMUTH MARK CHECKED.
 QG0170'REFERENCE MARKS 4 AND 5 WERE ESTABLISHED AT THIS TIME.  A NEW
 QG0170'DESCRIPTION FOLLOWS.
 QG0170' 
 QG0170'THE STATION IS LOCATED ABOUT 11.3 KM (7.0 MI) NORTHEAST OF SHERMAN
 QG0170'MILLS, 6.4 KM (4.0 MI) SOUTHWEST OF ISLAND FALLS AND ON THE NORTHWEST
 QG0170'SIDE OF US HIGHWAY 2.
 QG0170' 
 QG0170'TO REACH THE STATION FROM THE POST OFFICE IN ISLAND FALLS, GO
 QG0170'SOUTHWEST ON US HIGHWAY 2 FOR 7.6 KM (4.7 MI) TO THE AZIMUTH MARK ON
 QG0170'THE RIGHT, BY POWERLINE POLE NUMBER 110.  CONTINUE AHEAD ON THE
 QG0170'HIGHWAY FOR 0.2 KM (0.1 MI) TO THE STATION ON THE RIGHT.
 QG0170' 
 QG0170'THE STATION IS A STANDARD NGS DISK STAMPED--COLD 1959--, SET INTO THE
 QG0170'TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES OR 30 CM ON SIDE RECESSED
 QG0170'8 INCHES OR 20 CM BELOW THE GROUND LOCATED 18.5 FT (5.6 M) NW FROM THE
 QG0170'CENTER OF HIGHWAY, 3.0 FT (0.9 M) SSW FROM POWERLINE POLE NUMBER 112,
 QG0170'AND 2.0 FT (0.6 M) SE FROM A CARSONITE WITNESS POST AND SIGN.
 QG0170' 
 QG0170'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED--COLD 1959 NO 4
 QG0170'1982--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30
 QG0170'CM IN DIAMETER RECESSED 3 INCHES OR 8 CM BELOW THE GROUND LOCATED
 QG0170'228.0 FT (69.5 M) NE FROM POWERLINE POLE NUMBER 3 OVER 113, 44.0 FT
 QG0170'(13.4 M) SE FROM POWERLINE POLE NUMBER 112, 26.0 FT (7.9 M) SE FROM
 QG0170'THE CENTER OF HIGHWAY, 2.0 FT (0.6 M) SW FROM A METAL WITNESS POST,
 QG0170'AND 0.5 FT (0.2 M) HIGHER THAN THE STATION.
 QG0170' 
 QG0170'REFERENCE MARK NO 5 IS A STANDARD NGS DISK STAMPED--COLD 1959 NO 5
 QG0170'1982--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30
 QG0170'CM IN DIAMETER RECESSED 3 INCHES OR 8 CM BELOW THE GROUND LOCATED
 QG0170'179.0 FT (54.6 M) NNE FROM POWERLINE POLE NUMBER 3 OVER 113, 56.5 FT
 QG0170'(17.2 M) SW FROM POWERLINE POLE NUMBER 112, 20.0 FT (6.1 M) NW FROM
 QG0170'THE CENTER OF HIGHWAY, AND 1.5 FT (0.5 M) HIGHER THAN THE STATION.
 QG0170' 
 QG0170'AZIMUTH MARK NO 1 IS A STANDARD NGS DISK STAMPED--COLD 1959--, SET
 QG0170'INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES OR 30 CM ON SIDE
 QG0170'RECESSED 6 INCHES OR 15 CM BELOW THE GROUND LOCATED 19.0 FT (5.8 M) NW
 QG0170'FROM THE CENTER OF HIGHWAY, AND 2.0 FT (0.6 M) S FROM POWERLINE POLE
 QG0170'NUMBER 110 WHICH HAS A METAL WITNESS SIGN ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0172 ***********************************************************************
 QG0172  DESIGNATION -  COLD AZ MK
 QG0172  PID         -  QG0172
 QG0172  STATE/COUNTY-  ME/AROOSTOOK
 QG0172  USGS QUAD   -  CRYSTAL (1989)
 QG0172
 QG0172                         *CURRENT SURVEY CONTROL
 QG0172  ___________________________________________________________________
 QG0172* NAD 83(1986)-  45 57 27.     (N)    068 18 19.     (W)     SCALED    
 QG0172* NAVD 88     -       187.910  (meters)     616.50   (feet)  ADJUSTED  
 QG0172  ___________________________________________________________________
 QG0172  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 QG0172  DYNAMIC HT  -         187.917 (meters)     616.52  (feet)  COMP
 QG0172  MODELED GRAV-     980,646.4   (mgal)                       NAVD 88
 QG0172
 QG0172  VERT ORDER  -  SECOND    CLASS 0
 QG0172
 QG0172.The horizontal coordinates were scaled from a topographic map and have
 QG0172.an estimated accuracy of +/- 6 seconds.
 QG0172
 QG0172.The orthometric height was determined by differential leveling
 QG0172.and adjusted by the National Geodetic Survey in June 1991..
 QG0172
 QG0172.The geoid height was determined by GEOID03.
 QG0172
 QG0172.The dynamic height is computed by dividing the NAVD 88
 QG0172.geopotential number by the normal gravity value computed on the
 QG0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0172.degrees latitude (g = 980.6199 gals.).
 QG0172
 QG0172.The modeled gravity was interpolated from observed gravity values.
 QG0172
 QG0172;                    North         East    Units  Estimated Accuracy
 QG0172;SPC ME E     -   254,570.      315,090.      MT  (+/- 180 meters Scaled)
 QG0172
 QG0172                          SUPERSEDED SURVEY CONTROL
 QG0172
 QG0172  NGVD 29 (??/??/92)  188.08   (m)          617.1    (f) COMPUTED    2 0
 QG0172
 QG0172.Superseded values are not recommended for survey control.
 QG0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0172.See file dsdata.txt to determine how the superseded data were derived.
 QG0172
 QG0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL538895(NAD 83)
 QG0172_MARKER: DZ = AZIMUTH MARK DISK
 QG0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0172_STAMPING: COLD 1959
 QG0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0172+STABILITY: SURFACE MOTION
 QG0172
 QG0172  HISTORY     - Date     Condition        Report By
 QG0172  HISTORY     - 1959     MONUMENTED       CGS
 QG0172  HISTORY     - 1970     GOOD             NGS
 QG0172
 QG0172                          STATION DESCRIPTION
 QG0172
 QG0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 QG0172'4.5 MI SSW FROM ISLAND FALLS.
 QG0172'4.6 MILES SOUTHERLY ON U.S. HIGHWAY 2 FROM THE POST OFFICE IN
 QG0172'ISLAND FALLS, 19 FEET NORTHWEST OF CENTER LINE OF HIGHWAY, 2
 QG0172'FEET SOUTHEAST OF POWER POLE NO. 112 (ONTO WHICH A METAL WITNESS
 QG0172'SIGN IS NAILED), ABOUT 100 YARDS SOUTH OF A WHITE HOUSE ON WEST
 QG0172'SIDE OF ROAD, AT THE SECOND POWER POLE NORTH DOWN GRADE FROM
 QG0172'STATION COLD 1959, AND SET IN THE TOP OF A 12-INCH-SQUARE CONCRETE
 QG0172'MONUMENT 2 INCHES BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0617 ***********************************************************************
 PE0617  DESIGNATION -  COLDBROOK
 PE0617  PID         -  PE0617
 PE0617  STATE/COUNTY-  ME/PENOBSCOT
 PE0617  USGS QUAD   -  BANGOR (1991)
 PE0617
 PE0617                         *CURRENT SURVEY CONTROL
 PE0617  ___________________________________________________________________
 PE0617* NAD 83(1996)-  44 47 03.89720(N)    068 52 15.85606(W)     ADJUSTED  
 PE0617* NAVD 88     -        53.261  (meters)     174.74   (feet)  ADJUSTED  
 PE0617  ___________________________________________________________________
 PE0617  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 PE0617  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 PE0617  DYNAMIC HT  -          53.259 (meters)     174.73  (feet)  COMP
 PE0617  MODELED GRAV-     980,575.5   (mgal)                       NAVD 88
 PE0617
 PE0617  HORZ ORDER  -  SECOND
 PE0617  VERT ORDER  -  FIRST     CLASS I
 PE0617
 PE0617.The horizontal coordinates were established by classical geodetic methods
 PE0617.and adjusted by the National Geodetic Survey in March 1998..
 PE0617
 PE0617.The orthometric height was determined by differential leveling
 PE0617.and adjusted by the National Geodetic Survey in June 1991..
 PE0617.WARNING-Repeat measurements at this control monument indicate possible
 PE0617.vertical movement.
 PE0617
 PE0617.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE0617
 PE0617.The geoid height was determined by GEOID03.
 PE0617
 PE0617.The dynamic height is computed by dividing the NAVD 88
 PE0617.geopotential number by the normal gravity value computed on the
 PE0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0617.degrees latitude (g = 980.6199 gals.).
 PE0617
 PE0617.The modeled gravity was interpolated from observed gravity values.
 PE0617
 PE0617;                    North         East     Units Scale Factor Converg.
 PE0617;SPC ME E     -   124,255.111   270,635.642   MT  0.99991060   -0 15 41.0
 PE0617;UTM  19      - 4,959,010.276   510,199.601   MT  0.99960128   +0 05 27.0
 PE0617
 PE0617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE0617!SPC ME E     -   0.99999556  x   0.99991060  =   0.99990616
 PE0617!UTM  19      -   0.99999556  x   0.99960128  =   0.99959684
 PE0617
 PE0617:                Primary Azimuth Mark                     Grid Az
 PE0617:SPC ME E     -  HERMON B AND A RR TANK                   028 51 57.2
 PE0617:UTM  19      -  HERMON B AND A RR TANK                   028 30 49.2
 PE0617
 PE0617|---------------------------------------------------------------------|
 PE0617| PID    Reference Object                     Distance      Geod. Az  |
 PE0617|                                                           dddmmss.s |
 PE0617| PE2215 HERMON B AND A RR TANK              APPROX. 0.8 KM 0283616.2 |
 PE0617| PE2222 BANGOR DOW AFB TANK                 APPROX. 3.9 KM 1025441.4 |
 PE0617| CE7853 COLDBROOK AZ MK                                    1705807.7 |
 PE0617| PE0618 COLDBROOK RM 2                       20.103 METERS 20530     |
 PE0617| PE0616 COLDBROOK RM 1                       18.060 METERS 35354     |
 PE0617|---------------------------------------------------------------------|
 PE0617
 PE0617                          SUPERSEDED SURVEY CONTROL
 PE0617
 PE0617  NAD 83(1992)-  44 47 03.89603(N)    068 52 15.85513(W) AD(       ) 2
 PE0617  NAD 83(1986)-  44 47 03.89465(N)    068 52 15.85832(W) AD(       ) 2
 PE0617  NAD 27      -  44 47 03.64150(N)    068 52 17.71490(W) AD(       ) 2
 PE0617  NGVD 29 (??/??/92)   53.472  (m)          175.43   (f) ADJ UNCH    1 1
 PE0617
 PE0617.Superseded values are not recommended for survey control.
 PE0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0617.See file dsdata.txt to determine how the superseded data were derived.
 PE0617
 PE0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1020059010(NAD 83)
 PE0617_MARKER: DS = TRIANGULATION STATION DISK
 PE0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0617_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0617_STAMPING: COLDBROOK 1958
 PE0617_MARK LOGO: CGS   
 PE0617_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0617+STABILITY: SURFACE MOTION
 PE0617
 PE0617  HISTORY     - Date     Condition        Report By
 PE0617  HISTORY     - 1958     MONUMENTED       CGS
 PE0617  HISTORY     - 1966     SEE DESCRIPTION  CGS
 PE0617  HISTORY     - 1966     GOOD             NGS
 PE0617  HISTORY     - 1981     GOOD             NGS
 PE0617  HISTORY     - 19811106 GOOD             NGS
 PE0617  HISTORY     - 1989     GOOD             USPSQD
 PE0617
 PE0617                          STATION DESCRIPTION
 PE0617
 PE0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 PE0617'STATION IS LOCATED ABOUT 5-1/2 MILES WEST SOUTHWEST OF BANGOR
 PE0617'AND 2-1/2 MILES SOUTHEAST OF HERMON ON PROPERTY OF THE BANGOR
 PE0617'AND AROOSTOOK RAILROAD.  STATION IS 28 FEET NORTH NORTHWEST OF
 PE0617'THE APPROXIMATE CENTER OF DRIVEWAY AND 23 FEET EAST OF WITNESS
 PE0617'POST.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 PE0617'STAMPED COLDBROOK 1958.
 PE0617'
 PE0617'REFERENCE MARK NO. 1 IS 12 FEET SOUTH SOUTHEAST OF THE
 PE0617'APPROXIMATE CENTER OF DRIVEWAY.  THE MARK IS FLUSH WITH THE GROUND
 PE0617'AND THE DISK IS STAMPED COLDBROOK NO 1 1958.
 PE0617'
 PE0617'REFERENCE MARK NO. 2 IS 14 FEET SOUTH OF THE APPROXIMATE CENTER
 PE0617'OF DRIVEWAY.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 PE0617'STAMPED COLDBROOK NO 2 1958.
 PE0617'
 PE0617'AZIMUTH MARK IS 85 FEET SOUTH OF FENCE CORNER, 31 FEET WEST OF
 PE0617'THE WEST RAIL OF RAILROAD TRACKS, 5 FEET NORTH OF WITNESS POST AND
 PE0617'0.5 FOOT WEST OF FENCE.  THE MARK PROJECTS ABOUT 1 FOOT AND
 PE0617'THE DISK IS STAMPED COLDBROOK 1958.
 PE0617'
 PE0617'TO REACH STATION FROM THE MAIN INTERSECTION IN HERMON GO
 PE0617'SOUTHEASTERLY ON U.S. HIGHWAY 2 AND STATE HIGHWAY 100 FOR 1.65
 PE0617'MILES TO FORKS AT TURN INN.  KEEP RIGHT FORK ON COLDBROOK ROAD
 PE0617'FOR 1.25 MILES TO DRIVEWAY ON LEFT.  TURN LEFT ON DRIVEWAY FOR
 PE0617'ABOUT 50 YARDS TO STATION ON RIGHT IN ISLAND FORMED BY DRIVEWAYS
 PE0617'AS DESCRIBED.  TO REACH AZIMUTH MARK FROM STATION CONTINUE
 PE0617'SOUTHEAST ON COLDBROOK ROAD FOR 0.15 MILE.  BEAR RIGHT OFF ROAD
 PE0617'AND FOLLOW FENCE SOUTH FOR 0.1 MILE TO FENCE CORNER.  CROSS
 PE0617'FENCE AND CONTINUE SOUTH FOR 28 YARDS TO AZIMUTH MARK ALONG
 PE0617'FENCE AS DESCRIBED.
 PE0617'
 PE0617'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 PE0617
 PE0617                          STATION RECOVERY (1966)
 PE0617
 PE0617'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (RRG)
 PE0617'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE.
 PE0617'
 PE0617'THE AZIMUTH MARK WAS NOT LEVELED OVER IN 1966 LEVELING.
 PE0617
 PE0617                          STATION RECOVERY (1966)
 PE0617
 PE0617'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 PE0617'7.7 MI W FROM BANGOR.
 PE0617'6.9 MILES WEST ALONG THE MAINE CENTRAL RAILROAD FROM THE UNION
 PE0617'STREET BRIDGE OVER THE PENOBSCOT RIVER AT BANGOR, THENCE ABOUT
 PE0617'0.65 MILE SOUTH ALONG THE BANGOR AND AROOSTOOK RAILROAD, THENCE
 PE0617'ABOUT 0.15 MILE NORTHWEST ALONG COLDBROOK ROAD, ON TOP NEAR THE
 PE0617'CENTER OF A HIGH KNOLL, ABOUT 50 YARDS SOUTHEAST OF THE CENTER
 PE0617'OF THE JUNCTION OF A GRAVELED ROAD LEADING EAST, 117 FEET EAST OF
 PE0617'THE CENTER LINE OF THE ROAD, 74 FEET SOUTH OF THE CENTER LINE
 PE0617'OF THE GRAVELED ROAD, 87 FEET NORTHWEST OF THE NORTHWEST CORNER
 PE0617'OF A METAL WAREHOUSE, 22.8 FEET EAST OF A METAL WITNESS POST,
 PE0617'ABOUT 10 FEET ABOVE THE LEVEL OF COLDBROOK ROAD, AND SET IN THE
 PE0617'TOP OF A CONCRETE POST PROJECTING 0.1 FOOT.
 PE0617
 PE0617                          STATION RECOVERY (1981)
 PE0617
 PE0617'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 PE0617'RECOVERED IN GOOD CONDITION.
 PE0617
 PE0617                          STATION RECOVERY (1981)
 PE0617
 PE0617'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 PE0617'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 PE0617'CONDITION.  REFERENCE MARK 1 WAS FOUND TILTED OVER AND THE DISK WAS
 PE0617'RECLAIMED.  THE AZIMUTH MARK HAD ALSO BEEN DESTROYED.  THE DIRECTION
 PE0617'TO REFERENCE MARK 2 CHECKED BUT A LOWER DISTANCE OF 0.11 FOOT WAS
 PE0617'NOTED TO THE MARK.  THE MAINE DOT ESTABLISHED A MARK IN A TRAVERSE AND
 PE0617'THE MARK WAS USED AS A AZIMUTH MARK FOR THE STATION.  A NEW
 PE0617'DESCRIPTION FOLLOWS.
 PE0617' 
 PE0617'THE STATION IS LOCATED ABOUT 8.9 KM (5.5 MI) WEST SOUTHWEST OF BANGOR,
 PE0617'4.0 KM (2.5 MI) SOUTHEAST OF HERMON AND ON PROPERTY OWNED BY THE
 PE0617'BANGOR AND AROOSTOOK RAILROAD.
 PE0617' 
 PE0617'TO REACH THE STATION FROM THE WAR MEMORIAL MONUMENT IN HERMON, GO
 PE0617'SOUTHEAST ON US HIGHWAY 2 AND STATE HIGHWAY 100 FOR 2.5 KM (1.55 MI)
 PE0617'TO A FORK.  TAKE THE RIGHT FORK AND GO SOUTHERLY ON COLD BROOK ROAD
 PE0617'FOR 1.9 KM (1.15 MI) TO A DRIVEWAY ON THE LEFT.  TURN LEFT AND GO EAST
 PE0617'ON THE DRIVEWAY FOR 40 YARDS TO THE STATION ON THE RIGHT, ON TOP OF A
 PE0617'LOW HILL.
 PE0617' 
 PE0617'THE STATION IS A STANDARD NGS DISK STAMPED--COLDBROOK 1958--, SET INTO
 PE0617'THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES OR 30 CM ON SIDE
 PE0617'PROJECTING 2 INCHES OR 5 CM ABOVE THE GROUND LOCATED 127.0 FT (38.7 M)
 PE0617'E FROM THE CENTER OF COLD BROOK ROAD, 99.0 FT (30.2 M) SE FROM
 PE0617'POWERLINE POLE NUMBER 35, 76.0 FT (23.2 M) S FROM THE CENTER OF THE
 PE0617'DRIVEWAY, AND 2.0 FT (0.6 M) SW FROM A METAL WITNESS POST.
 PE0617' 
 PE0617'REFERENCE MARK NO 2 IS A STANDARD NGS DISK STAMPED--COLDBROOK NO 2
 PE0617'1958--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES OR 30
 PE0617'CM ON SIDE PROJECTING 1 INCH OR 3 CM ABOVE THE GROUND LOCATED 103.0 FT
 PE0617'(31.4 M) SSE FROM POERLINE POLE NUMBER 35, 70.0 FT (21.3 M) E FROM THE
 PE0617'CENTER OF COLD BROOK ROAD, 25.0 FT 7.6 M) SSW FROM A 12-INCH ELM TREE,
 PE0617'AND 2.0 FT (0.6 M) LOWER THAN THE STATION.
 PE0617' 
 PE0617'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--COLDBROOK 1958 NO
 PE0617'3 1981--, SET INTO ROCK OUTCROP 1.0 FT (0.3 M) LARGEST DIMENSION
 PE0617'LOCATED 84.0 FT (25.6 M) E FROM THE CENTER OF COLD BROOK ROAD, 56.0 FT
 PE0617'(17.1 M) S FROM THE CENTER OF THE DRIVEWAY, 53.5 FT (16.3 M) SE FROM
 PE0617'POWERLINE POLE NUMBER 35, 12.0 FT (3.7 M) SE FROM A TWIN TRUNK BIRCH
 PE0617'TREE, AND 1.0 FT (0.3 M) LOWER THAN THE STATION.
 PE0617' 
 PE0617'AZIMUTH MARK NO 2 IS A MAINE DEPARTMENT OF TRANSPORTATION DISK
 PE0617'STAMPED--HC-5 1981--, SET IN THE TOP OF A 12-INCH (30 CM) ROUND
 PE0617'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE LOCATED 34.0
 PE0617'FT (10.4 M) E FROM THE EAST END OF A OVERPASS BRIDGE, 25.5 FT (7.8 M)
 PE0617'S FROM THE CENTER OF THE NORTH BOUND LANE OF I-95, AND 3.5 FT (1.1 M)
 PE0617'SE FROM THE SIXTH GUARD RAIL POST FROM THE END OF BRIDGE.
 PE0617' 
 PE0617'TO REACH THE AZIMUTH MARK FROM THE DRIVEWAY AT THE STATION, GO SOUTH
 PE0617'ON COLD BROOK ROAD FOR 1.5 KM (0.95 MI) TO THE ENTRANCE TO THE SOUTH
 PE0617'BOUND LANE OF I-95.  TURN RIGHT AND GO WEST ON I-95 FOR 1.2 KM (0.75
 PE0617'MI) TO A TURN AROUND.  TURN LEFT AND GO EAST ON I-95 FOR 0.5 KM (0.3
 PE0617'MI) TO THE MARK ON THE RIGHT, JUST AFTER CROSSING OVER A BRIDGE
 PE0617'OVERPASS.
 PE0617
 PE0617                          STATION RECOVERY (1989)
 PE0617
 PE0617'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELG)
 PE0617'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0618 ***********************************************************************
 PE0618  DESIGNATION -  COLDBROOK RM 2
 PE0618  PID         -  PE0618
 PE0618  STATE/COUNTY-  ME/PENOBSCOT
 PE0618  USGS QUAD   -  BANGOR (1991)
 PE0618
 PE0618                         *CURRENT SURVEY CONTROL
 PE0618  ___________________________________________________________________
 PE0618* NAD 83(1986)-  44 47 03.     (N)    068 52 15.     (W)     SCALED    
 PE0618* NAVD 88     -        52.537  (meters)     172.37   (feet)  ADJUSTED  
 PE0618  ___________________________________________________________________
 PE0618  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 PE0618  DYNAMIC HT  -          52.535 (meters)     172.36  (feet)  COMP
 PE0618  MODELED GRAV-     980,575.5   (mgal)                       NAVD 88
 PE0618
 PE0618  VERT ORDER  -  FIRST     CLASS I
 PE0618
 PE0618.The horizontal coordinates were scaled from a topographic map and have
 PE0618.an estimated accuracy of +/- 6 seconds.
 PE0618
 PE0618.The orthometric height was determined by differential leveling
 PE0618.and adjusted by the National Geodetic Survey in June 1991..
 PE0618
 PE0618.The geoid height was determined by GEOID03.
 PE0618
 PE0618.The dynamic height is computed by dividing the NAVD 88
 PE0618.geopotential number by the normal gravity value computed on the
 PE0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0618.degrees latitude (g = 980.6199 gals.).
 PE0618
 PE0618.The modeled gravity was interpolated from observed gravity values.
 PE0618
 PE0618;                    North         East    Units  Estimated Accuracy
 PE0618;SPC ME E     -   124,230.      270,650.      MT  (+/- 180 meters Scaled)
 PE0618
 PE0618                          SUPERSEDED SURVEY CONTROL
 PE0618
 PE0618  NGVD 29 (??/??/92)   52.748  (m)          173.06   (f) ADJ UNCH    1 1
 PE0618
 PE0618.Superseded values are not recommended for survey control.
 PE0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0618.See file dsdata.txt to determine how the superseded data were derived.
 PE0618
 PE0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK102589(NAD 83)
 PE0618_MARKER: DR = REFERENCE MARK DISK
 PE0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0618_STAMPING: COLDBROOK NO 2 1958
 PE0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0618+STABILITY: SURFACE MOTION
 PE0618
 PE0618  HISTORY     - Date     Condition        Report By
 PE0618  HISTORY     - 1958     MONUMENTED       CGS
 PE0618  HISTORY     - 1966     GOOD             NGS
 PE0618  HISTORY     - 1981     GOOD             NGS
 PE0618
 PE0618                          STATION DESCRIPTION
 PE0618
 PE0618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0618'7.7 MI W FROM BANGOR.
 PE0618'6.9 MILES WEST ALONG THE MAINE CENTRAL RAILROAD FROM THE UNION
 PE0618'STREET BRIDGE OVER THE PENOBSCOT RIVER AT BANGOR, THENCE 0.65 MILE
 PE0618'SOUTH ALONG THE BANGOR AND AROOSTOOK RAILROAD, THENCE ABOUT 0.15
 PE0618'MILE NORTHWEST ALONG COLDBROOK ROAD, ON TOP OF A HIGH KNOLL,
 PE0618'ABOUT 45 YARDS SOUTHEAST OF THE JUNCTION OF A GRAVELED ROAD
 PE0618'LEADING EAST, 64 FEET EAST OF THE CENTER LINE OF THE ROAD, 14
 PE0618'FEET SOUTHWEST OF THE CENTER LINE OF A DRIVE TO A HOUSE, 65.8 FEET
 PE0618'SOUTHWEST OF TRIANGULATION STATION COLDBROOK DESCRIBED, 56.5 FEET
 PE0618'SOUTHWEST OF A METAL WITNESS POST, ABOUT 10 FEET ABOVE THE
 PE0618'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 PE0618'PROJECTING 0.1 FOOT.
 PE0618
 PE0618                          STATION RECOVERY (1981)
 PE0618
 PE0618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 PE0618'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2426 ***********************************************************************
 OC2426  DESIGNATION -  COLE 1900
 OC2426  PID         -  OC2426
 OC2426  STATE/COUNTY-  ME/YORK
 OC2426  USGS QUAD   -  PORTSMOUTH (1993)
 OC2426
 OC2426                         *CURRENT SURVEY CONTROL
 OC2426  ___________________________________________________________________
 OC2426* NAD 83(1996)-  43 05 42.77816(N)    070 46 11.74004(W)     ADJUSTED  
 OC2426* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 OC2426  ___________________________________________________________________
 OC2426  LAPLACE CORR-           3.38  (seconds)                    DEFLEC99
 OC2426  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 OC2426
 OC2426  HORZ ORDER  -  THIRD
 OC2426
 OC2426.The horizontal coordinates were established by classical geodetic methods
 OC2426.and adjusted by the National Geodetic Survey in March 1998..
 OC2426
 OC2426.The orthometric height was scaled from a topographic map.
 OC2426
 OC2426.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2426
 OC2426.The geoid height was determined by GEOID03.
 OC2426
 OC2426;                    North         East     Units Scale Factor Converg.
 OC2426;SPC ME W     -    29,268.777   850,887.104   MT  0.99999633   -0 24 43.8
 OC2426;SPC NH       -    66,509.983   373,005.717   MT  1.00003221   +0 36 45.7
 OC2426;SPC NH       -   218,208.17  1,223,769.59   sFT  1.00003221   +0 36 45.7
 OC2426;UTM  19      - 4,772,908.749   355,957.502   MT  0.99985524   -1 12 34.0
 OC2426
 OC2426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2426!SPC ME W     -   1.00000406  x   0.99999633  =   1.00000039
 OC2426!SPC NH       -   1.00000406  x   1.00003221  =   1.00003627
 OC2426!UTM  19      -   1.00000406  x   0.99985524  =   0.99985930
 OC2426
 OC2426:                Primary Azimuth Mark                     Grid Az
 OC2426:SPC ME W     -  HURD 1900                                117 54 04.5
 OC2426:SPC NH       -  HURD 1900                                116 52 35.0
 OC2426:UTM  19      -  HURD 1900                                118 41 54.7
 OC2426
 OC2426|---------------------------------------------------------------------|
 OC2426| PID    Reference Object                     Distance      Geod. Az  |
 OC2426|                                                           dddmmss.s |
 OC2426| OC2439 HURD 1900                           452.033 METERS 1172920.7 |
 OC2426| OC2435 JONES 1900                          APPROX. 0.5 KM 1452303.8 |
 OC2426| OC2423 OLD WHARF WEST CORNER SPILE         234.511 METERS 19449     |
 OC2426| OC2421 CLIFF 1900                          275.669 METERS 23747     |
 OC2426|---------------------------------------------------------------------|
 OC2426
 OC2426                          SUPERSEDED SURVEY CONTROL
 OC2426
 OC2426  NAD 83(1992)-  43 05 42.77722(N)    070 46 11.74006(W) AD(       ) 3
 OC2426  NAD 83(1986)-  43 05 42.78101(N)    070 46 11.74564(W) AD(       ) 3
 OC2426  NAD 27      -  43 05 42.45000(N)    070 46 13.55000(W) AD(       ) 3
 OC2426
 OC2426.Superseded values are not recommended for survey control.
 OC2426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2426.See file dsdata.txt to determine how the superseded data were derived.
 OC2426
 OC2426_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH5595872909(NAD 83)
 OC2426
 OC2426  HISTORY     - Date     Condition        Report By
 OC2426  HISTORY     - 1900     MONUMENTED       CGS
 OC2426  HISTORY     - 1903     SEE DESCRIPTION  CGS
 OC2426  HISTORY     - 1928     SEE DESCRIPTION  CGS
 OC2426
 OC2426                          STATION DESCRIPTION
 OC2426
 OC2426'DESCRIBED BY COAST AND GEODETIC SURVEY 1903
 OC2426'IN THE TOWNSHIP OF SOUTH ELIOT, ON THE OLD EARTH AND STONE WHARF
 OC2426'IN FRONT OF THE HOUSE OF MR. EPH COLE, OF KITTERY, OCCUPIED BY
 OC2426'MR. STAPLE.  THE STATION IS MARKED BY A LARGE STONE WITH DRILL
 OC2426'HOLE IN IT, TOP OF STONE BEING LEVEL WITH THE SURFACE OF THE
 OC2426'GROUND.  THE STATION IS 2.73 METERS FROM HIGH-WATER LINE, 5.20
 OC2426'METERS FROM THE NEAREST FENCE POST OF THE WIRE FENCE DIVIDING
 OC2426'THE COLE PROPERTY FROM THAT OF MRS. DICKSON, 16.41 METERS FROM
 OC2426'THE SW CORNER OF COLES HOUSE AND 7.93 METERS FROM THE SEA WALL
 OC2426'ON THE E SIDE OF THE WHARF.
 OC2426
 OC2426                          STATION RECOVERY (1928)
 OC2426
 OC2426'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928 (GCM)
 OC2426'NO EXTENSIVE SEARCH MADE.  THE LOCALITY SHOWS SIGNS OF
 OC2426'DISTURBANCE.  STATION PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2459 ***********************************************************************
 PE2459  DESIGNATION -  COLEMAN
 PE2459  PID         -  PE2459
 PE2459  STATE/COUNTY-  ME/KENNEBEC
 PE2459  USGS QUAD   -  PURGATORY (1980)
 PE2459
 PE2459                         *CURRENT SURVEY CONTROL
 PE2459  ___________________________________________________________________
 PE2459* NAD 83(1996)-  44 08 24.92940(N)    069 56 08.01538(W)     ADJUSTED  
 PE2459* NAVD 88     -        87.7    (meters)     288.     (feet)  VERTCON   
 PE2459  ___________________________________________________________________
 PE2459  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 PE2459  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 PE2459
 PE2459  HORZ ORDER  -  SECOND
 PE2459
 PE2459.The horizontal coordinates were established by classical geodetic methods
 PE2459.and adjusted by the National Geodetic Survey in March 1998..
 PE2459
 PE2459.The NAVD 88 height was computed by applying the VERTCON shift value to
 PE2459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PE2459
 PE2459.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2459
 PE2459.The geoid height was determined by GEOID03.
 PE2459
 PE2459;                    North         East     Units Scale Factor Converg.
 PE2459;SPC ME W     -   145,223.395   918,491.862   MT  0.99997087   +0 09 39.4
 PE2459;UTM  19      - 4,887,876.688   425,169.143   MT  0.99966887   -0 39 05.7
 PE2459
 PE2459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2459!SPC ME W     -   0.99999032  x   0.99997087  =   0.99996119
 PE2459!UTM  19      -   0.99999032  x   0.99966887  =   0.99965920
 PE2459
 PE2459|---------------------------------------------------------------------|
 PE2459| PID    Reference Object                     Distance      Geod. Az  |
 PE2459|                                                           dddmmss.s |
 PE2459| CE7854 COLEMAN RM 1                         16.185 METERS 05310     |
 PE2459| PE1400 GARD                                APPROX. 9.9 KM 0623445.2 |
 PE2459| PE2458 COLEMAN PT A                          9.400 METERS 21957     |
 PE2459| CE7855 COLEMAN RM 2                         11.717 METERS 27620     |
 PE2459| PF1054 LITCHFIELD TV STA WCBB MAST         APPROX. 6.1 KM 2843927.2 |
 PE2459|---------------------------------------------------------------------|
 PE2459
 PE2459                          SUPERSEDED SURVEY CONTROL
 PE2459
 PE2459  NAD 83(1992)-  44 08 24.92835(N)    069 56 08.01438(W) AD(       ) 2
 PE2459  NAD 83(1986)-  44 08 24.93367(N)    069 56 08.01929(W) AD(       ) 2
 PE2459  NAD 27      -  44 08 24.66778(N)    069 56 09.83115(W) AD(       ) 2
 PE2459  NGVD 29 (07/19/86)   87.9    (m)          288.     (f) VERT ANG       
 PE2459
 PE2459.Superseded values are not recommended for survey control.
 PE2459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2459.See file dsdata.txt to determine how the superseded data were derived.
 PE2459
 PE2459_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ2516987877(NAD 83)
 PE2459_MARKER: DD = SURVEY DISK
 PE2459_SETTING: 66 = SET IN ROCK OUTCROP
 PE2459
 PE2459  HISTORY     - Date     Condition        Report By
 PE2459  HISTORY     - 1974     MONUMENTED       MEDT
 PE2459
 PE2459                          STATION DESCRIPTION
 PE2459
 PE2459'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974 (RCA)
 PE2459'THE STATION IS LOCATED ON THE MAINE TURNPIKE, ABOUT 9 MILES
 PE2459'SOUTHEAST OF MONMOUTH, 2.5 MILES WEST OF PLEASANT POND, 1.9 MILES
 PE2459'NORTH OF THE KENNEBEC AND SAGADAHOC COUNTY LINE AND 1.7 MILES
 PE2459'NORTHEAST OF LITCHFIELD CORNERS, ON LAND OWNED BY THE MAINE
 PE2459'TURNPIKE AUTHORITY.
 PE2459'
 PE2459'TO REACH FROM THE GARDINER INTERCHANGE OF THE MAINE TURNPIKE AND
 PE2459'INTERSTATE HIGHWAY 95, TAKE THE LEWISTON-AUBURN RAMP AND GO SOUTH
 PE2459'ON THE MAINE TURNPIKE 1.2 MILES, TO THE ROUTE NUMBER 126 OVERPASS,
 PE2459'CONTINUE SOUTH ON THE MAINE TURNPIKE, FOR 5.0 MILES TO THE
 PE2459'STEVENSTOWN ROAD OVERPASS, CONTINUE SOUTH ALONG THE MAINE
 PE2459'TURNPIKE FOR 1.65 MILES TO MILE POST 92, (JUST PAST THE SMALL
 PE2459'ROAD OVERPASS), FROM THERE CONTINUE 0.3 MILE TO THE
 PE2459'STATION ON THE RIGHT.
 PE2459'
 PE2459'THE STATION IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION DISK
 PE2459'STAMPED COLEMAN 1974.  IT IS SET IN A LEDGE OUTCROP THAT PROJECTS
 PE2459'3-INCHES ABOVE THE GROUND.  IT IS 5.2 FEET SOUTHEAST OF A METAL
 PE2459'WITNESS POST, 60 FEET NORTHWEST OF THE CENTERLINE OF THE
 PE2459'SOUTHBOUND LANE OF THE MAINE TURNPIKE, AND 9.0 FEET NORTHWEST OF
 PE2459'THE EDGE OF A LEDGE CUT.
 PE2459'
 PE2459'REFERENCE MARK 1 IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 PE2459'DISK STAMPED RM 1 COLEMAN 1974, SET IN A 2 FOOT BY 2 FOOT ROCK
 PE2459'OUTCROP AND PROJECTING 3-INCHES ABOVE THE GROUND.  IT IS 13.2
 PE2459'FEET SOUTHWEST OF A METAL WITNESS POST, 65.0 FEET NORTHWEST OF
 PE2459'THE CENTERLINE OF THE SOUTHBOUND LANE OF THE MAINE TURNPIKE, 12
 PE2459'FEET NORTHWEST OF THE EDGE OF A LEDGE CUT.
 PE2459'
 PE2459'REFERENCE MARK 2 IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 PE2459'DISK STAMPED RM 2 1974 COLEMAN, SET IN A 1 FOOT BY 3 FOOT ROCK
 PE2459'OUTCROP AND PROJECTING 1-INCH ABOVE THE GROUND.  IT IS 7.4 FEET
 PE2459'EAST OF A METAL WITNESS POST, 83 FEET NORTHWEST OF THE CENTERLINE
 PE2459'OF THE SOUTHBOUND LANE OF THE MAINE TURNPIKE, AND 34.0 FEET
 PE2459'NORTHWEST OF THE EDGE OF A LEDGE CUT.
 PE2459'
 PE2459'NO AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 PE2459'
 PE2459'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2103 ***********************************************************************
 OC2103  DESIGNATION -  COLES HILL RESET
 OC2103  PID         -  OC2103
 OC2103  STATE/COUNTY-  ME/YORK
 OC2103  USGS QUAD   -  WELLS (1979)
 OC2103
 OC2103                         *CURRENT SURVEY CONTROL
 OC2103  ___________________________________________________________________
 OC2103* NAD 83(1996)-  43 20 35.47927(N)    070 34 16.23534(W)     ADJUSTED  
 OC2103* NAVD 88     -        42.1    (meters)     138.     (feet)  VERTCON   
 OC2103  ___________________________________________________________________
 OC2103  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 OC2103  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 OC2103
 OC2103  HORZ ORDER  -  SECOND
 OC2103
 OC2103.The horizontal coordinates were established by classical geodetic methods
 OC2103.and adjusted by the National Geodetic Survey in March 1998..
 OC2103
 OC2103.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2103
 OC2103.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2103
 OC2103.The geoid height was determined by GEOID03.
 OC2103
 OC2103;                    North         East     Units Scale Factor Converg.
 OC2103;SPC ME W     -    56,719.684   867,201.122   MT  0.99997989   -0 16 39.5
 OC2103;SPC NH       -    94,250.610   388,825.932   MT  1.00006369   +0 45 07.0
 OC2103;SPC NH       -   309,220.54  1,275,673.08   sFT  1.00006369   +0 45 07.0
 OC2103;UTM  19      - 4,800,125.089   372,650.090   MT  0.99979950   -1 04 42.8
 OC2103
 OC2103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2103!SPC ME W     -   0.99999755  x   0.99997989  =   0.99997744
 OC2103!SPC NH       -   0.99999755  x   1.00006369  =   1.00006124
 OC2103!UTM  19      -   0.99999755  x   0.99979950  =   0.99979705
 OC2103
 OC2103:                Primary Azimuth Mark                     Grid Az
 OC2103:SPC ME W     -  MERRILL                                  051 29 42.2
 OC2103:SPC NH       -  MERRILL                                  050 27 55.7
 OC2103:UTM  19      -  MERRILL                                  052 17 45.5
 OC2103
 OC2103|---------------------------------------------------------------------|
 OC2103| PID    Reference Object                     Distance      Geod. Az  |
 OC2103|                                                           dddmmss.s |
 OC2103| OC2036 MERRILL                             APPROX. 9.6 KM 0511302.7 |
 OC2103| OC2009 KENNEBUNK PORT BAPTIST CHURCH       APPROX. 8.0 KM 0740914.7 |
 OC2103| OC2087 WENTWORTHS CUPOLA                   APPROX. 5.5 KM 0842733.0 |
 OC2103| OC2088 FISHING HOUSE FLAGSTAFF             APPROX. 5.7 KM 0925001.2 |
 OC2103| OC2023 FISHING ROCK SPINDLE                APPROX. 7.5 KM 0954529.0 |
 OC2103| OC2084 CLARKS HOUSE SOUTH CHIMNEY          APPROX. 1.8 KM 1120007.4 |
 OC2103| CE7304 COLES HILL RM 3                      18.320 METERS 17452     |
 OC2103| OC2091 ATLANTIC HOUSE CUPOLA               APPROX. 5.5 KM 1771548.2 |
 OC2103| OC2098 BUTLANDS HOUSE MIDDLE CHIMNEY       APPROX. 6.2 KM 1814620.5 |
 OC2103| OC2097 WELLS CHURCH SPIRE                  APPROX. 1.9 KM 1944317.4 |
 OC2103| OC2083 WELLS FIRST CONG CHURCH SPIRE       APPROX. 4.8 KM 1945546.5 |
 OC2103| OC2305 AGAMENTICUS RESET                   APPROX.16.5 KM 2162528.3 |
 OC2103| CE7305 COLES HILL RM 4                      20.610 METERS 24701     |
 OC2103|---------------------------------------------------------------------|
 OC2103
 OC2103                          SUPERSEDED SURVEY CONTROL
 OC2103
 OC2103  NAD 83(1992)-  43 20 35.47798(N)    070 34 16.23644(W) AD(       ) 2
 OC2103  NAD 83(1986)-  43 20 35.48320(N)    070 34 16.24303(W) AD(       ) 2
 OC2103  NAD 27      -  43 20 35.17200(N)    070 34 18.06300(W) AD(       ) 2
 OC2103  NGVD 29 (07/19/86)   42.3    (m)          139.     (f) VERT ANG       
 OC2103
 OC2103.Superseded values are not recommended for survey control.
 OC2103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2103.See file dsdata.txt to determine how the superseded data were derived.
 OC2103
 OC2103_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ7265000125(NAD 83)
 OC2103_MARKER: H = DRILL HOLE
 OC2103_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 OC2103_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 OC2103
 OC2103  HISTORY     - Date     Condition        Report By
 OC2103  HISTORY     - 1974     MONUMENTED       NGS
 OC2103  HISTORY     - 1912     SEE DESCRIPTION  CGS
 OC2103  HISTORY     - 1928     GOOD             CGS
 OC2103  HISTORY     - 1943     GOOD             CGS
 OC2103  HISTORY     - 1953     GOOD             CGS
 OC2103  HISTORY     - 1973     GOOD             NGS
 OC2103  HISTORY     - 1975     SEE DESCRIPTION  NGS
 OC2103  HISTORY     - 1976     GOOD             NGS
 OC2103
 OC2103                          STATION DESCRIPTION
 OC2103
 OC2103'DESCRIBED BY COAST AND GEODETIC SURVEY 1912
 OC2103'THIS STATION IS ON THE HILL OF THAT NAME ABOUT 3 MILES SW OF
 OC2103'KENNEBUNK, 1-1/2 MILES NE BY N FROM WELLS, AND 1/2 MILE NW
 OC2103'FROM COLES CORNER.  IT IS ON THE NORTHERNMOST OF THREE KNOLLS
 OC2103'FORMING APPROXIMATELY AN ISOSCELES TRIANGLE, AND ABOUT 0.6 MILE
 OC2103'W OF THE POINT WHERE THE BOSTON AND MAINE RAILROAD CROSSES THE
 OC2103'ROAD TO KENNEBUNK.
 OC2103'
 OC2103'IT WAS MARKED ORIGINALLY BY A DRILL HOLE IN A BRICK BURIED
 OC2103'BELOW THE SURFACE WITH A ROD PROJECTING ABOVE THE GROUND, BUT
 OC2103'IN 1912 A STANDARD DISK MARKER WAS SUBSTITUTED FOR THE SURFACE
 OC2103'MARK.  IT IS SET IN CEMENT IN A TERRA-COTTA PIPE PLACED DIRECTLY
 OC2103'OVER THE OLD SUBSURFACE MARK.
 OC2103'
 OC2103'TWO REFERENCE MARKS, STANDARD DISKS WEDGED IN DRILL HOLES IN
 OC2103'BOULDERS, ARE, RESPECTIVELY, 42.45 METERS SE BY S AND 50.29
 OC2103'METERS ENE OF THE STATION.
 OC2103
 OC2103                          STATION RECOVERY (1928)
 OC2103
 OC2103'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928 (GCM)
 OC2103'RECOVERED.  HOUSE NOW OWNED BY MR. LORD.  WAS REBUILT ABOUT
 OC2103'40 YEARS AGO, BUT POSITION OF CHIMNEY PROBABLY UNCHANGED.
 OC2103
 OC2103                          STATION RECOVERY (1943)
 OC2103
 OC2103'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 OC2103'STATION RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS--
 OC2103'
 OC2103'STATION IS ON HILL OF THAT NAME, ABOUT 3 MILES SW OF KENNEBUNK,
 OC2103'1-1/2 MILES NE BY N FROM WELLS, AND 1/2 MILE NW FROM COLES
 OC2103'CORNER, ON LAND OWNED BY MR. HOUSTON OF COLES CORNER.  IT IS
 OC2103'ON THE MOST N AND HIGHEST OF THREE WOODED KNOLLS FORMING
 OC2103'APPROXIMATELY AN ISOSCELES TRIANGLE AND 0.2 MILE WNW OF THE
 OC2103'POINT WHERE THE BOSTON AND MAINE RAILROAD CROSSES THE WELLS
 OC2103'BRANCH ROAD.
 OC2103'
 OC2103'STATION IS MARKED BY AN UNSTAMPED BRONZE DISK SET IN CEMENT IN
 OC2103'TERRA COTTA PIPE FLUSH WITH THE SURFACE OF GROUND.  STATION
 OC2103'MARK IS SOLID AND APPARENTLY IN SAME POSITION AS WHEN RESET IN
 OC2103'1912.  IT IS 175.56 FEET (53.51 METERS) NNW FROM COLES HILL 2
 OC2103'(U.S.G.S.) N 52 DEG 57 MIN W HIGHEST POINT OF
 OC2103'HILL, 60 METERS (197 FEET) SW OF CENTER LINE OF WELLS BRANCH
 OC2103'ROAD AT CREST OF HILL, 45 METERS (148 FEET) SW OF OLD STONE WALL
 OC2103'ON W SIDE OF ROAD ABOUT 235 FEET NW OF POINT WHERE WOODS ROAD
 OC2103'LEAVES MAIN ROAD GOING W.
 OC2103'
 OC2103'REFERENCE MARKS SEARCHED FOR BUT NOT RECOVERED.
 OC2103'
 OC2103'TO REACH FROM WELLS POST OFFICE AND TOWN HALL FOLLOW U.S. HIGHWAY
 OC2103'1 NE FOR 1.5 MILES TO T-ROAD LEFT, TURN LEFT, CROSS
 OC2103'RAILROAD TRACK AND FOLLOW WELLS BRANCH ROAD 0.3 MILE TO TOP OF
 OC2103'HILL AND STATION ON LEFT.
 OC2103
 OC2103                          STATION RECOVERY (1953)
 OC2103
 OC2103'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EHK)
 OC2103'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 OC2103'F.L.G. IN 1943.  NEITHER THE REFERENCE MARK NOR COLE HILL 2
 OC2103'(U.S.G.S.) WERE FOUND AFTER A THOROUGH SEARCH.  THE DESCRIPTION
 OC2103'IS ADEQUATE WITH THE FOLLOWING ADDITION--
 OC2103'
 OC2103'A 4- BY 4-IN. WHITE WITNESS POST WAS SET 2.5 FT. E OF THE
 OC2103'STATION TO AID IN FUTURE RECOVERY.
 OC2103
 OC2103                          STATION RECOVERY (1973)
 OC2103
 OC2103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LAL)
 OC2103'NO MEASUREMENT BETWEEN REFERENCE MARKS 3 AND 4 DUE TO TREES
 OC2103'ON LINE.
 OC2103'
 OC2103'THE STATION MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED,
 OC2103'COLES HILL 2 (USGS) WAS SEARCHED FOR BUT NOT FOUND.  REFERENCE
 OC2103'MARKS 1 AND 2 WERE NOT SEARCHED FOR DUE TO THE LACK OF
 OC2103'DATA.  REFERENCE MARKS 3 AND 4 WERE ESTABLISHED.  NO AZIMUTH
 OC2103'MARK WAS ESTABLISHED.  DUE TO THE ABOVE CHANGES A NEW AND
 OC2103'COMPLETE DESCRIPTION FOLLOWS--
 OC2103'
 OC2103'THE STATION, ON THE HIGHEST POINT OF COLES HILL, 3 MILES
 OC2103'SOUTHWEST OF KENNEBUNK, 1-1/2 MILES NORTH-NORTHEAST OF WELLS AND
 OC2103'ON PROPERTY OWNED BY MR. J.G. HOUSTON AND MRS. J.O. HOLMES,
 OC2103'WHOSE ADDRESSES ARE EAST SANDWICH, MASS. AND 66 VIDAL STREET,
 OC2103'EAST FLEMEOUTH, MASS., RESPECTIVELY.
 OC2103'
 OC2103'TO REACH THE STATION FROM THE POST OFFICE IN WELLS, GO NORTH
 OC2103'ON THE PAVED STREET FOR 0.05 MILE TO THE JUNCTION OF U.S. HIGHWAY 1,
 OC2103'TURN RIGHT AND GO NORTHEASTERLY ON U.S. HIGHWAY 1 FOR 1.4 MILES
 OC2103'TO COLES HILL ROAD ON THE LEFT, TURN LEFT AND GO NORTHWESTERLY
 OC2103'ON COLES HILL ROAD FOR 0.3 MILE TO THE TOP OF THE HILL, A
 OC2103'DRIVEWAY ON THE RIGHT AND THE STATION ON THE LEFT.
 OC2103'
 OC2103'THE STATION MARK, A STANDARD DISK WHICH HAS NO STAMPING, IS
 OC2103'SET IN THE TOP OF A 4-INCH, CEMENT FILLED, TERRA COTTIA PIPE
 OC2103'WHICH IS SURROUNDED ON ONE SIDE BY AN IRREGULAR MASS OF CONCRETE
 OC2103'AND IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 179 FEET
 OC2103'SOUTHWEST OF THE APPROXIMATE CENTER OF COLES HILL ROAD, 62.1
 OC2103'FEET NORTH OF A METAL WITNESS POST AND 2.5 FEET SOUTH-SOUTHWEST
 OC2103'OF A 4X4 INCH WOODEN WITNESS POST.
 OC2103'
 OC2103'REFERENCE MARK 3, A STANDARD DISK STAMPED COLES HILL 1912 NO 3
 OC2103'1973, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OC2103'MONUMENT THAT PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS
 OC2103'28 FEET NORTH OF THE APPROXIMATE CENTER OF A TRACK ROAD AND 1.9
 OC2103'FEET NORTHEAST OF A METAL WITNESS POST.
 OC2103'
 OC2103'REFERENCE MARK 4, A STANDARD DISK STAMPED COLES HILL 1912 NO
 OC2103'4 1973, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OC2103'MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT
 OC2103'IS 70.4 FEET WEST-SOUTHWEST OF A 4X4 INCH WOODEN WITNESS POST
 OC2103'AND 1.9 FEET EAST OF A METAL WITNESS POST.
 OC2103'
 OC2103'HEIGHT OF LIGHT ABOVE STATION MARK 86 FEET.
 OC2103'
 OC2103'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OC2103'1-1/2 MILES NORTH-NORTHEAST OF WELLS.
 OC2103
 OC2103                          STATION RECOVERY (1975)
 OC2103
 OC2103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 OC2103'THE REFERENCE MARKS, NUMBERS 3 AND 4, WERE RECOVERED AS DESCRIBED
 OC2103'BY L.A. LAPINE IN 1973 AND FOUND TO BE IN GOOD CONDITION.  HOWEVER,
 OC2103'THE STATION MARK WAS FOUND TO HAVE BEEN DISTURBED.  THE
 OC2103'UNDERGROUND MARK WAS RECOVERED IN GOOD CONDITION (A DRILL HOLE
 OC2103'IN THE END OF A BRICK) AND A NEW UNDERGROUND-STATION MARK AND
 OC2103'SURFACE-STATION MARK WERE ESTABLISHED HOLDING THE
 OC2103'UNDERGROUND-STATION MARKS POSITION.
 OC2103'
 OC2103'THE DESCRIPTION TO LOCATE AND TO REACH THE STATION WERE FOUND
 OC2103'TO BE ADEQUATE.  A NEW STATION MARK DESCRIPTION FOLLOWS.
 OC2103'
 OC2103'THE STATION MARK, A STANDARD DISK STAMPED COLES HILL 1912 1974,
 OC2103'IS SET IN A 12 INCH CYLINDRICAL CONCRETE POST.  IT IS 5.8 FEET
 OC2103'SOUTHWEST OF A 14 INCH PINE TREE, 8.7 FEET SOUTHEAST OF A WHITE
 OC2103'WOODEN WITNESS POST AND 89.0 FEET NORTH OF A TRACK ROAD.  THE
 OC2103'UNDERGROUND-STATION MARK IS A STANDARD DISK SET IN AN IRREGULAR
 OC2103'MASS OF CONCRETE 42 INCHES BELOW THE SURFACE OF THE GROUND
 OC2103'AND THE STATION MARK.
 OC2103'
 OC2103'THE AREA IS HEAVILY WOODED AND NO CUTTING OF TREES OR BUSHES
 OC2103'IS ALLOWED.  THEREFORE, NO AZIMUTH MARK WAS ESTABLISHED AT THIS
 OC2103'TIME.
 OC2103'
 OC2103'HEIGHT OF LIGHT ABOVE STATION MARK 87 FEET.
 OC2103'
 OC2103'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OC2103'1.5 MILES NNE OF WELLS.
 OC2103
 OC2103                          STATION RECOVERY (1976)
 OC2103
 OC2103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2103'THE STATION MARK AND REFERENCE MARKS 3 AND 4 WERE RECOVERED
 OC2103'AS DESCRIBED BY R.C. ARNOLD IN 1975 AND FOUND TO BE IN GOOD
 OC2103'CONDITION.
 OC2103'
 OC2103'HEIGHT OF LIGHT ABOVE STATION MARK 86 FEET.
 OC2103'
 OC2103'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OC2103'1.5 MILES NNE OF WELLS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0704 ***********************************************************************
 RF0704  DESIGNATION -  COLLIER
 RF0704  PID         -  RF0704
 RF0704  STATE/COUNTY-  ME/AROOSTOOK
 RF0704  USGS QUAD   -  LUDLOW (1986)
 RF0704
 RF0704                         *CURRENT SURVEY CONTROL
 RF0704  ___________________________________________________________________
 RF0704* NAD 83(1996)-  46 09 47.18608(N)    068 05 42.74157(W)     ADJUSTED  
 RF0704* NAVD 88     -       311.6    (meters)    1022.     (feet)  VERTCON   
 RF0704  ___________________________________________________________________
 RF0704  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 RF0704  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 RF0704
 RF0704  HORZ ORDER  -  FIRST
 RF0704
 RF0704.The horizontal coordinates were established by classical geodetic methods
 RF0704.and adjusted by the National Geodetic Survey in March 1998..
 RF0704
 RF0704.The NAVD 88 height was computed by applying the VERTCON shift value to
 RF0704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RF0704
 RF0704.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0704
 RF0704.The geoid height was determined by GEOID03.
 RF0704
 RF0704;                    North         East     Units Scale Factor Converg.
 RF0704;SPC ME E     -   277,481.644   331,261.278   MT  0.99991201   +0 17 31.1
 RF0704;UTM  19      - 5,112,567.946   569,854.033   MT  0.99965998   +0 39 09.6
 RF0704
 RF0704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0704!SPC ME E     -   0.99995487  x   0.99991201  =   0.99986688
 RF0704!UTM  19      -   0.99995487  x   0.99965998  =   0.99961486
 RF0704
 RF0704:                Primary Azimuth Mark                     Grid Az
 RF0704:SPC ME E     -  COLLIER AZ MK RESET                      063 43 52.6
 RF0704:UTM  19      -  COLLIER AZ MK RESET                      063 22 14.1
 RF0704
 RF0704|---------------------------------------------------------------------|
 RF0704| PID    Reference Object                     Distance      Geod. Az  |
 RF0704|                                                           dddmmss.s |
 RF0704| DA5382 COLLIER AZ MK RESET                                0640123.7 |
 RF0704| RE0714 LUDLOW 2                            APPROX.11.2 KM 0954217.2 |
 RF0704| RF0705 SMYRNA MILLS ST HWY RAD MAST         88.038 METERS 11349     |
 RF0704| DA5383 COLLIER RM 1                         23.178 METERS 16407     |
 RF0704| DA5381 COLLIER AZ MK                                      1962718.4 |
 RF0704| DA5384 COLLIER RM 2                         20.150 METERS 24134     |
 RF0704|---------------------------------------------------------------------|
 RF0704
 RF0704                          SUPERSEDED SURVEY CONTROL
 RF0704
 RF0704  NAD 83(1992)-  46 09 47.18180(N)    068 05 42.73964(W) AD(       ) 1
 RF0704  NAD 83(1986)-  46 09 47.18409(N)    068 05 42.75875(W) AD(       ) 1
 RF0704  NAD 27      -  46 09 46.99400(N)    068 05 44.67200(W) AD(       ) 1
 RF0704  NGVD 29 (07/19/86)  311.8    (m)         1023.     (f) VERT ANG       
 RF0704
 RF0704.Superseded values are not recommended for survey control.
 RF0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0704.See file dsdata.txt to determine how the superseded data were derived.
 RF0704
 RF0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM6985412568(NAD 83)
 RF0704
 RF0704  HISTORY     - Date     Condition        Report By
 RF0704  HISTORY     - 1941     MONUMENTED       CGS
 RF0704  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RF0704  HISTORY     - 1981     GOOD             MEDT
 RF0704
 RF0704                          STATION DESCRIPTION
 RF0704
 RF0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 RF0704'STATION IS LOCATED ABOUT 12-1/2 MILES W BY N OF HOULTON, ABOUT 13
 RF0704'MILES NE BY N OF ISLAND FALLS, ABOUT 4 MILES NE OF SMYRNA FALLS, ON
 RF0704'THE HIGHEST POINT OF A CLEAR FIELD ON PROPERTY OF H.N. COLLIER.
 RF0704'
 RF0704'STATION MARK IS A STANDARD U.S.G.S. BENCH MARK SET IN A DRILL HOLE
 RF0704'IN A BOULDER PROJECTING ABOUT 4 INCHES ABOVE THE GROUND, UNSTAMPED.
 RF0704'
 RF0704'REFERENCE MARK NO. 1 IS A STANDARD U.S.C. AND G.S. DISK SET IN A
 RF0704'DRILL HOLE IN A BOULDER SE OF STATION ABOUT 3 FEET LOWER IN
 RF0704'ELEVATION.  STAMPED COLLIER (USGS) NO. 1, 1941.
 RF0704'
 RF0704'REFERENCE MARK NO. 2 IS A STANDARD U.S.C. AND G.S. DISK SET IN A
 RF0704'DRILL HOLE IN A BOULDER WSW OF STATION ABOUT 2 FEET LOWER IN
 RF0704'ELEVATION.  STAMPED COLLIER (USGS) NO. 2, 1941.
 RF0704'
 RF0704'AZIMUTH MARK IS A STANDARD U.S.C. AND G.S. DISK SET IN A DRILL
 RF0704'HOLE IN A BOULDER ABOUT 1 MILE SSW OF STATION STAMPED COLLIER
 RF0704'(USGS) 1941.  TO REACH MARK FROM YELLOW PAINTED SCHOOLHOUSE OR
 RF0704'THE INTERSECTION OF U.S. HIGHWAY 2, AND THE T-ROAD MENTIONED IN
 RF0704'THE DESCRIPTION, GO N ON T-ROAD FOR 0.1 MILE.  MARK IS 145 YARDS W
 RF0704'FROM THE CENTER OF ROAD ACROSS CLOVER FIELD MIDWAY BETWEEN TWO
 RF0704'WIRE FENCES.
 RF0704'
 RF0704'TO REACH STATION FROM SMYRNA FALLS ON U.S. HIGHWAY 2, GO E AND NE
 RF0704'ON U.S. HIGHWAY 2 FOR 3.0 MILES TO A T-ROAD LEFT, N, AT A YELLOW
 RF0704'PAINTED SCHOOLHOUSE.  TURN LEFT, N, ON T-ROAD FOR 1.7 MILES TO
 RF0704'A FARM ROAD LEADING TO THE HOUSE OF MR. COLLIER.  TAKE THIS FARM
 RF0704'ROAD NORTHERLY PAST BUILDINGS FOR 0.3 MILE TO SUMMIT AND STATION.
 RF0704
 RF0704                          STATION RECOVERY (1959)
 RF0704
 RF0704'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (HRL)
 RF0704'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS EXCEPT THE AZIMUTH
 RF0704'MARK WERE FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT
 RF0704'RECOVERED SO A NEW AZIMUTH MARK WAS ESTABLISHED.  THE MARK IS 8
 RF0704'FEET WEST OF HEDGE, 2.5 FEET WEST OF WITNESS POST AND AT THE EAST
 RF0704'EDGE OF FIELD.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 RF0704'STAMPED COLLIER USGS 1941 RESET 1959.  NOTE 16A.
 RF0704'
 RF0704'A DIFFERENCE WAS FOUND IN THE DISTANCE TO REFERENCE MARK
 RF0704'NO. 1.  ALL OTHER DISTANCES AND DIRECTIONS CHECKED THE ORIGINAL
 RF0704'DESCRIPTION WHICH IS ADEQUATE.  DUE TO SOME ROAD CHANGES A NEW
 RF0704'TO REACH STATION DESCRIPTION FOLLOWS.
 RF0704'
 RF0704'TO REACH STATION FROM THE POST OFFICE IN SMYRNA MILLS GO EASTERLY
 RF0704'ON U.S. HIGHWAY 2 FOR 3.2 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND
 RF0704'FOLLOW MAIN ROAD FOR 2.05 MILES TO A FIELD ROAD LEFT.  TURN LEFT
 RF0704'AND GO NORTH FOR 0.2 MILE TO THE SOUTH EDGE OF AN OPEN FIELD.  TURN
 RF0704'LEFT ALONG SOUTH SIDE OF FIELD FOR 0.1 MILE TO STATION AS
 RF0704'DESCRIBED.  TO REACH AZIMUTH MARK FROM STATION GO NORTHEAST
 RF0704'ACROSS FIELD FOR 0.15 MILE TO AZIMUTH MARK AS DESCRIBED.
 RF0704'
 RF0704'1959 OBSERVATIONS TAKEN FROM A 64 FOOT TOWER.
 RF0704
 RF0704                          STATION RECOVERY (1981)
 RF0704
 RF0704'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1981 (BJR)
 RF0704'COLLIER (USGS) 1941 RECOVERED GOOD.
 RF0704'
 RF0704'COLLIER NO. 1 - 1941 RECOVERED GOOD.
 RF0704'
 RF0704'COLLIER NO. 2 - 1941 RECOVERED GOOD.
 RF0704'
 RF0704'AZ-COLLIER 1941-1959 RECOVERED GOOD.
 RF0704'
 RF0704'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 12.5 MI.
 RF0704'WEST-NORTHWEST OF HOULTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1041 ***********************************************************************
 PF1041  DESIGNATION -  COLONEL
 PF1041  PID         -  PF1041
 PF1041  STATE/COUNTY-  ME/OXFORD
 PF1041  USGS QUAD   -  EAST DIXFIELD (1968)
 PF1041
 PF1041                         *CURRENT SURVEY CONTROL
 PF1041  ___________________________________________________________________
 PF1041* NAD 83(1996)-  44 31 59.61808(N)    070 21 44.75185(W)     ADJUSTED  
 PF1041* NAVD 88     -       497.     (meters)    1631.     (feet)  SCALED    
 PF1041  ___________________________________________________________________
 PF1041  LAPLACE CORR-           3.68  (seconds)                    DEFLEC99
 PF1041  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 PF1041
 PF1041  HORZ ORDER  -  THIRD
 PF1041
 PF1041.The horizontal coordinates were established by classical geodetic methods
 PF1041.and adjusted by the National Geodetic Survey in March 1998..
 PF1041
 PF1041.The orthometric height was scaled from a topographic map.
 PF1041
 PF1041.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1041
 PF1041.The geoid height was determined by GEOID03.
 PF1041
 PF1041;                    North         East     Units Scale Factor Converg.
 PF1041;SPC ME W     -   188,880.869   884,440.306   MT  0.99996964   -0 08 14.3
 PF1041;UTM  19      - 4,932,002.694   391,751.145   MT  0.99974410   -0 57 20.1
 PF1041
 PF1041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1041!SPC ME W     -   0.99992622  x   0.99996964  =   0.99989586
 PF1041!UTM  19      -   0.99992622  x   0.99974410  =   0.99967033
 PF1041
 PF1041:                Primary Azimuth Mark                     Grid Az
 PF1041:SPC ME W     -  ZIRCON                                   247 27 23.5
 PF1041:UTM  19      -  ZIRCON                                   248 16 29.3
 PF1041
 PF1041|---------------------------------------------------------------------|
 PF1041| PID    Reference Object                     Distance      Geod. Az  |
 PF1041|                                                           dddmmss.s |
 PF1041| PF1099 ZIRCON                              APPROX.16.9 KM 2471909.2 |
 PF1041|---------------------------------------------------------------------|
 PF1041
 PF1041                          SUPERSEDED SURVEY CONTROL
 PF1041
 PF1041  NAD 83(1992)-  44 31 59.61806(N)    070 21 44.75055(W) AD(       ) 3
 PF1041  NAD 83(1986)-  44 31 59.62408(N)    070 21 44.75416(W) AD(       ) 3
 PF1041  NAD 27      -  44 31 59.39649(N)    070 21 46.53660(W) AD(       ) 3
 PF1041
 PF1041.Superseded values are not recommended for survey control.
 PF1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1041.See file dsdata.txt to determine how the superseded data were derived.
 PF1041
 PF1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK9175132003(NAD 83)
 PF1041_MARKER: H = DRILL HOLE
 PF1041_SETTING: 66 = SET IN ROCK OUTCROP
 PF1041_SP_SET: SET IN A ROCK LEDGE
 PF1041_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PF1041+STABILITY: POSITION/ELEVATION WELL
 PF1041
 PF1041  HISTORY     - Date     Condition        Report By
 PF1041  HISTORY     - 1925     MONUMENTED       USGS
 PF1041
 PF1041                          STATION DESCRIPTION
 PF1041
 PF1041'DESCRIBED BY US GEOLOGICAL SURVEY 1925
 PF1041'LOCATED IN TOWN OF DIXFIELD, IN RANGE OF HILLS JUST E. OF SMALL
 PF1041'GROUP OF HOUSES CALLED -DIXIE CENTER-.  THE HIGHEST POINT IN THIS
 PF1041'RANGE IS CALLED -OLD COLONEL- BUT IS WOODED AND STATION IS ON LOWER
 PF1041'SUMMIT ABOUT 0.67 MI SW.  A FAIR VIEW IS OBTAINABLE EXCEPT TO NE.
 PF1041'STATION IS ON HIGHEST POINT OF HILL.
 PF1041'
 PF1041'STATION MARK,  DRILL HOLE IN CENTER OF CHISELED TRIANGLE IN SOLID
 PF1041'LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1347 ***********************************************************************
 QG1347  DESIGNATION -  COLUMBUS
 QG1347  PID         -  QG1347
 QG1347  STATE/COUNTY-  ME/PISCATAQUIS
 QG1347  USGS QUAD   -  BARREN MOUNTAIN EAST (1988)
 QG1347
 QG1347                         *CURRENT SURVEY CONTROL
 QG1347  ___________________________________________________________________
 QG1347* NAD 83(1996)-  45 26 57.07346(N)    069 16 07.04703(W)     ADJUSTED  
 QG1347* NAVD 88     -       714.     (meters)    2343.     (feet)  SCALED    
 QG1347  ___________________________________________________________________
 QG1347  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 QG1347  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 QG1347
 QG1347  HORZ ORDER  -  THIRD
 QG1347
 QG1347.The horizontal coordinates were established by classical geodetic methods
 QG1347.and adjusted by the National Geodetic Survey in March 1998..
 QG1347
 QG1347.The orthometric height was scaled from a topographic map.
 QG1347
 QG1347.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1347
 QG1347.The geoid height was determined by GEOID03.
 QG1347
 QG1347;                    North         East     Units Scale Factor Converg.
 QG1347;SPC ME E     -   198,346.849   239,877.849   MT  0.99994443   -0 32 51.9
 QG1347;UTM  19      - 5,032,886.452   478,994.385   MT  0.99960542   -0 11 29.1
 QG1347
 QG1347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1347!SPC ME E     -   0.99989192  x   0.99994443  =   0.99983636
 QG1347!UTM  19      -   0.99989192  x   0.99960542  =   0.99949738
 QG1347
 QG1347:                Primary Azimuth Mark                     Grid Az
 QG1347:SPC ME E     -  GUILFORD                                 196 39 02.7
 QG1347:UTM  19      -  GUILFORD                                 196 17 39.9
 QG1347
 QG1347|---------------------------------------------------------------------|
 QG1347| PID    Reference Object                     Distance      Geod. Az  |
 QG1347|                                                           dddmmss.s |
 QG1347| QG1344 GUILFORD                            APPROX.25.6 KM 1960610.8 |
 QG1347|---------------------------------------------------------------------|
 QG1347
 QG1347                          SUPERSEDED SURVEY CONTROL
 QG1347
 QG1347  NAD 83(1992)-  45 26 57.07189(N)    069 16 07.04095(W) AD(       ) 3
 QG1347  NAD 83(1986)-  45 26 57.07594(N)    069 16 07.05047(W) AD(       ) 3
 QG1347  NAD 27      -  45 26 56.90461(N)    069 16 08.87423(W) AD(       ) 3
 QG1347
 QG1347.Superseded values are not recommended for survey control.
 QG1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1347.See file dsdata.txt to determine how the superseded data were derived.
 QG1347
 QG1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL7899432886(NAD 83)
 QG1347_MARKER: DD = SURVEY DISK
 QG1347_SETTING: 66 = SET IN ROCK OUTCROP
 QG1347_SP_SET: SET IN ROCK OUTCROP
 QG1347_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG1347+STABILITY: POSITION/ELEVATION WELL
 QG1347
 QG1347  HISTORY     - Date     Condition        Report By
 QG1347  HISTORY     - 1939     MONUMENTED       USGS
 QG1347
 QG1347                          STATION DESCRIPTION
 QG1347
 QG1347'DESCRIBED BY US GEOLOGICAL SURVEY 1939
 QG1347'STATION IS ON HIGHEST PART OF COLUMBUS MTN. 5.0 MI W. OF KATAHDIN
 QG1347'IRON WORKS AND 2.0 MI NW. OF BIG HUSTON POND.
 QG1347'
 QG1347'TO REACH FROM BROWNVILLE DRIVE N. TO KATAHDIN IRON WORKS.
 QG1347'WALK (POSSIBLY DRIVE) W. 3.0 MI TO ARNOLDS CAMP ON BIG HUSTON POND.
 QG1347'TAKE TRAIL N. 0.5 MI, THENCE NW. 2.0 MI TO SADDLE BETWEEN CHAIRBACK
 QG1347'AND COLUMBUS MTS.  FOLLOW APPALACHIAN TRAIL SW. UP RIDGE 0.75 MI TO
 QG1347'TOP OF MOUNTAIN.
 QG1347'
 QG1347'STATION MARK,  STANDARD DISK SET IN SOLID ROCK AND
 QG1347'STAMPED---COLUMBUS---.
 QG1347'
 QG1347'REFERENCE MARK 1-  DRILL HOLE IN ROCK, DISTANCE 6 FT,
 QG1347'N 03 DEG 16 MIN E.
 QG1347'
 QG1347'REFERENCE MARK 2,  DRILL HOLE IN ROCK, DISTANCE 6 FT,
 QG1347'S 87 DEG 21 MIN E.
 QG1347'
 QG1347'SIGNAL,  CLOTH TARGET ON TOP OF 24-FT OBSERVING SCAFFOLD.  TOP IS
 QG1347'HEAVILY WOODED AND A 24-FT TOWER WILL BE REQUIRED FOR ALL INSTRUMENT
 QG1347'WORK.  THE TOWER BUILT OF POLES AND USED ON THIS TRIANGULATION MAY BE
 QG1347'USED FOR SUBSEQUENT PLANE-TABLE WORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0964 ***********************************************************************
 PD0964  DESIGNATION -  COLVILLE
 PD0964  PID         -  PD0964
 PD0964  STATE/COUNTY-  ME/WASHINGTON
 PD0964  USGS QUAD   -  CUTLER (1993)
 PD0964
 PD0964                         *CURRENT SURVEY CONTROL
 PD0964  ___________________________________________________________________
 PD0964* NAD 83(1996)-  44 39 37.35498(N)    067 13 05.93242(W)     ADJUSTED  
 PD0964* NAVD 88     -                                                        
 PD0964  ___________________________________________________________________
 PD0964  LAPLACE CORR-           4.46  (seconds)                    DEFLEC99
 PD0964  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 PD0964
 PD0964  HORZ ORDER  -  THIRD
 PD0964
 PD0964.The horizontal coordinates were established by classical geodetic methods
 PD0964.and adjusted by the National Geodetic Survey in March 1998..
 PD0964
 PD0964
 PD0964.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0964
 PD0964.The geoid height was determined by GEOID03.
 PD0964
 PD0964;                    North         East     Units Scale Factor Converg.
 PD0964;SPC ME E     -   111,204.608   401,642.007   MT  1.00002700   +0 54 03.5
 PD0964;UTM  19      - 4,946,767.613   641,251.459   MT  0.99984536   +1 15 09.2
 PD0964
 PD0964                          SUPERSEDED SURVEY CONTROL
 PD0964
 PD0964  NAD 83(1992)-  44 39 37.35197(N)    067 13 05.92986(W) AD(       ) 4
 PD0964  NAD 83(1986)-  44 39 37.34821(N)    067 13 05.93244(W) AD(       ) 4
 PD0964  NAD 27      -  44 39 37.05000(N)    067 13 07.99000(W) AD(       ) 3
 PD0964
 PD0964.Superseded values are not recommended for survey control.
 PD0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0964.See file dsdata.txt to determine how the superseded data were derived.
 PD0964
 PD0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK4125146768(NAD 83)
 PD0964
 PD0964  HISTORY     - Date     Condition        Report By
 PD0964  HISTORY     - UNK      MONUMENTED
 PD0964  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0964
 PD0964                          STATION DESCRIPTION
 PD0964
 PD0964'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0964'STATION WAS NOT RECOVERED.  THIS STATION WAS NOT DESCRIBED.  THE
 PD0964'VICINITY OF THE PLOTTED POSITION WAS INVESTIGATED BUT NO MARK OF
 PD0964'ANY SORT WAS FOUND.  IT IS RECOMMENDED THAT THIS STATION BE
 PD0964'CLASSIFIED AS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1771 ***********************************************************************
 PE1771  DESIGNATION -  COMB 1944
 PE1771  PID         -  PE1771
 PE1771  STATE/COUNTY-  ME/HANCOCK
 PE1771  USGS QUAD   -  SCHOODIC HEAD (1984)
 PE1771
 PE1771                         *CURRENT SURVEY CONTROL
 PE1771  ___________________________________________________________________
 PE1771* NAD 83(1996)-  44 20 44.20839(N)    068 04 25.26818(W)     ADJUSTED  
 PE1771* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 PE1771  ___________________________________________________________________
 PE1771  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 PE1771  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 PE1771
 PE1771  HORZ ORDER  -  THIRD
 PE1771
 PE1771.The horizontal coordinates were established by classical geodetic methods
 PE1771.and adjusted by the National Geodetic Survey in March 1998..
 PE1771
 PE1771.The orthometric height was scaled from a topographic map.
 PE1771
 PE1771.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1771
 PE1771.The geoid height was determined by GEOID03.
 PE1771
 PE1771;                    North         East     Units Scale Factor Converg.
 PE1771;SPC ME E     -    75,520.227   333,990.552   MT  0.99991420   +0 17 52.8
 PE1771;UTM  19      - 4,910,677.735   573,834.047   MT  0.99966704   +0 38 51.0
 PE1771
 PE1771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1771!SPC ME E     -   1.00000282  x   0.99991420  =   0.99991702
 PE1771!UTM  19      -   1.00000282  x   0.99966704  =   0.99966986
 PE1771
 PE1771:                Primary Azimuth Mark                     Grid Az
 PE1771:SPC ME E     -  BAKER ISLAND LIGHTHOUSE 1861             220 30 41.6
 PE1771:UTM  19      -  BAKER ISLAND LIGHTHOUSE 1861             220 09 43.4
 PE1771
 PE1771|---------------------------------------------------------------------|
 PE1771| PID    Reference Object                     Distance      Geod. Az  |
 PE1771|                                                           dddmmss.s |
 PE1771| PE1822 BAKER ISLAND LIGHTHOUSE 1861        APPROX.15.3 KM 2204834.4 |
 PE1771| PE1812 BAR HARBOR EAST RADIO TOWER         APPROX.11.4 KM 2960637.8 |
 PE1771|---------------------------------------------------------------------|
 PE1771
 PE1771                          SUPERSEDED SURVEY CONTROL
 PE1771
 PE1771  NAD 83(1992)-  44 20 44.20562(N)    068 04 25.27422(W) AD(       ) 3
 PE1771  NAD 83(1986)-  44 20 44.20277(N)    068 04 25.27814(W) AD(       ) 3
 PE1771  NAD 27      -  44 20 43.89500(N)    068 04 27.21600(W) AD(       ) 3
 PE1771
 PE1771.Superseded values are not recommended for survey control.
 PE1771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1771.See file dsdata.txt to determine how the superseded data were derived.
 PE1771
 PE1771_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK7383410678(NAD 83)
 PE1771
 PE1771  HISTORY     - Date     Condition        Report By
 PE1771  HISTORY     - 1944     MONUMENTED       CGS
 PE1771  HISTORY     - 1956     SEE DESCRIPTION  CGS
 PE1771
 PE1771                          STATION DESCRIPTION
 PE1771
 PE1771'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1771'STATION IS ON A PROMINENT LARGE LEDGE ROCK ABOUT 300 METERS
 PE1771'NORTH NORTHWEST OF POND ISLAND ON THE WEST SIDE OF SCHOODIC
 PE1771'PENINSULA.  LEDGE JUTS OUT INTO THE WATER BUT IS NOT SURROUNDED AT
 PE1771'HIGH WATER.  STATION IS ON ABOUT THE CENTER OF THE INNER PART OF
 PE1771'THE LEDGE, 15 METERS NORTH OF M H W LINE AND ABOUT 30 METERS
 PE1771'EAST OF WESTERN EDGE OF ROCK.  MARKED BY STANDARD DISC STAMPED
 PE1771'COMB, 1944.
 PE1771'
 PE1771'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK 10 FEET.
 PE1771
 PE1771                          STATION RECOVERY (1956)
 PE1771
 PE1771'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JCE)
 PE1771'STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE 1944 DESCRIPTION
 PE1771'BY F.L.P. IS ADEQUATE AND COMPLETE.  THE MARK IS A STANDARD
 PE1771'TOPOGRAPHIC DISK, STAMPED COMB 1944.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2377 ***********************************************************************
 PE2377  DESIGNATION -  COMERY 1860
 PE2377  PID         -  PE2377
 PE2377  STATE/COUNTY-  ME/LINCOLN
 PE2377  USGS QUAD   -  WALDOBORO EAST (1988)
 PE2377
 PE2377                         *CURRENT SURVEY CONTROL
 PE2377  ___________________________________________________________________
 PE2377* NAD 83(1996)-  44 04 43.69563(N)    069 22 10.34343(W)     ADJUSTED  
 PE2377* NAVD 88     -        77.     (meters)     253.     (feet)  SCALED    
 PE2377  ___________________________________________________________________
 PE2377  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 PE2377  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 PE2377
 PE2377  HORZ ORDER  -  THIRD
 PE2377
 PE2377.The horizontal coordinates were established by classical geodetic methods
 PE2377.and adjusted by the National Geodetic Survey in March 1998..
 PE2377
 PE2377.The orthometric height was scaled from a topographic map.
 PE2377
 PE2377.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2377
 PE2377.The geoid height was determined by GEOID03.
 PE2377
 PE2377;                    North         East     Units Scale Factor Converg.
 PE2377;SPC ME W     -   138,678.222   963,847.766   MT  1.00001678   +0 33 16.3
 PE2377;SPC ME E     -    46,155.577   230,356.771   MT  0.99995963   -0 36 17.7
 PE2377;UTM  19      - 4,880,691.903   470,411.708   MT  0.99961077   -0 15 25.5
 PE2377
 PE2377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2377!SPC ME W     -   0.99999195  x   1.00001678  =   1.00000873
 PE2377!SPC ME E     -   0.99999195  x   0.99995963  =   0.99995158
 PE2377!UTM  19      -   0.99999195  x   0.99961077  =   0.99960272
 PE2377
 PE2377:                Primary Azimuth Mark                     Grid Az
 PE2377:SPC ME W     -  ONE STORY WHITE HOUSE CHIMNEY            126 22 35.9
 PE2377:SPC ME E     -  ONE STORY WHITE HOUSE CHIMNEY            127 32 09.9
 PE2377:UTM  19      -  ONE STORY WHITE HOUSE CHIMNEY            127 11 17.7
 PE2377
 PE2377|---------------------------------------------------------------------|
 PE2377| PID    Reference Object                     Distance      Geod. Az  |
 PE2377|                                                           dddmmss.s |
 PE2377| PE2374 ONE STORY WHITE HOUSE CHIMNEY       APPROX. 2.3 KM 1265552.2 |
 PE2377| PE2379 CHURCH 1860                         APPROX. 5.2 KM 1430828.4 |
 PE2377| PE2395 RED ROOFED HOUSE SOUTH CHIMNEY      APPROX. 5.8 KM 2191047.6 |
 PE2377|---------------------------------------------------------------------|
 PE2377
 PE2377                          SUPERSEDED SURVEY CONTROL
 PE2377
 PE2377  NAD 83(1992)-  44 04 43.70318(N)    069 22 10.32964(W) AD(       ) 3
 PE2377  NAD 83(1986)-  44 04 43.70738(N)    069 22 10.33557(W) AD(       ) 3
 PE2377  NAD 27      -  44 04 43.40000(N)    069 22 12.12000(W) AD(       ) 3
 PE2377
 PE2377.Superseded values are not recommended for survey control.
 PE2377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2377.See file dsdata.txt to determine how the superseded data were derived.
 PE2377
 PE2377_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ7041280692(NAD 83)
 PE2377
 PE2377  HISTORY     - Date     Condition        Report By
 PE2377  HISTORY     - 1860     MONUMENTED       CGS
 PE2377  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2377  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2377
 PE2377                          STATION DESCRIPTION
 PE2377
 PE2377'DESCRIBED BY COAST AND GEODETIC SURVEY 1860 (FPW)
 PE2377'THE STATION IS ON A HILL ON THE E SIDE OF MEDOMAK RIVER, 1/4 MILE
 PE2377'FROM THE SHORE AND A MILE BELOW WALDOBORO.  THE HILL IS WOODED ON
 PE2377'ITS NORTHERN AND EASTERN PARTS AND BELONGS TO CAPTAIN ISAAC
 PE2377'COMERY.  A FENCE CROSSES THE HILL 44-1/2 FEET S OF THE STATION AND
 PE2377'DANIEL WINGS HOUSE STANDS ABOUT 100 METERS TO THE SW.  THE
 PE2377'STATION IS MARKED BY A STUB, WITH A COPPER TACK IN ITS HEAD,
 PE2377'DRIVEN INTO THE GROUND.
 PE2377
 PE2377                          STATION RECOVERY (1934)
 PE2377
 PE2377'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2377'LOST.  STATION WAS ORIGINALLY MARKED BY A STAKE.
 PE2377
 PE2377                          STATION RECOVERY (1943)
 PE2377
 PE2377'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2377'LISTED AS LOST IN 1934.  A SEARCH WAS MADE IN THIS VICINITY, BUT NO
 PE2377'MARK WAS FOUND.  STATION WAS ORIGINALLY MARKED BY A STAKE WITH A
 PE2377'COPPER TACK IN ITS HEAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1891 ***********************************************************************
 PE1891  DESIGNATION -  COMMONS 1865
 PE1891  PID         -  PE1891
 PE1891  STATE/COUNTY-  ME/HANCOCK
 PE1891  USGS QUAD   -  SALSBURY COVE (1981)
 PE1891
 PE1891                         *CURRENT SURVEY CONTROL
 PE1891  ___________________________________________________________________
 PE1891* NAD 83(1996)-  44 29 05.75655(N)    068 16 39.40265(W)     ADJUSTED  
 PE1891* NAVD 88     -        58.     (meters)     190.     (feet)  SCALED    
 PE1891  ___________________________________________________________________
 PE1891  LAPLACE CORR-           4.58  (seconds)                    DEFLEC99
 PE1891  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 PE1891
 PE1891  HORZ ORDER  -  THIRD
 PE1891
 PE1891.The horizontal coordinates were established by classical geodetic methods
 PE1891.and adjusted by the National Geodetic Survey in March 1998..
 PE1891
 PE1891.The orthometric height was scaled from a topographic map.
 PE1891
 PE1891.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1891
 PE1891.The geoid height was determined by GEOID03.
 PE1891
 PE1891;                    North         East     Units Scale Factor Converg.
 PE1891;SPC ME E     -    90,935.513   317,689.219   MT  0.99990385   +0 09 21.0
 PE1891;UTM  19      - 4,925,989.260   557,443.051   MT  0.99964058   +0 30 22.3
 PE1891
 PE1891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1891!SPC ME E     -   0.99999473  x   0.99990385  =   0.99989858
 PE1891!UTM  19      -   0.99999473  x   0.99964058  =   0.99963531
 PE1891
 PE1891:                Primary Azimuth Mark                     Grid Az
 PE1891:SPC ME E     -  CRABTREE NECK BAPTIST CH CHIM            047 35 31.6
 PE1891:UTM  19      -  CRABTREE NECK BAPTIST CH CHIM            047 14 30.3
 PE1891
 PE1891|---------------------------------------------------------------------|
 PE1891| PID    Reference Object                     Distance      Geod. Az  |
 PE1891|                                                           dddmmss.s |
 PE1891| PE1890 CRABTREE NECK BAPTIST CH CHIM       APPROX. 2.3 KM 0474452.6 |
 PE1891| PE1803 MERCERS A HOUSE CHIMNEY             APPROX. 2.7 KM 0960211.6 |
 PE1891| PE1806 MC FARLANDS S N HOUSE CHIMNEY       APPROX. 4.1 KM 1144302.7 |
 PE1891| PE1807 CRABTREE                            APPROX. 4.4 KM 1164604.2 |
 PE1891|---------------------------------------------------------------------|
 PE1891
 PE1891                          SUPERSEDED SURVEY CONTROL
 PE1891
 PE1891  NAD 83(1992)-  44 29 05.75007(N)    068 16 39.40280(W) AD(       ) 3
 PE1891  NAD 83(1986)-  44 29 05.74876(N)    068 16 39.40647(W) AD(       ) 3
 PE1891  NAD 27      -  44 29 05.47000(N)    068 16 41.35000(W) AD(       ) 3
 PE1891
 PE1891.Superseded values are not recommended for survey control.
 PE1891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1891.See file dsdata.txt to determine how the superseded data were derived.
 PE1891
 PE1891_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK5744325989(NAD 83)
 PE1891
 PE1891  HISTORY     - Date     Condition        Report By
 PE1891  HISTORY     - 1865     MONUMENTED       CGS
 PE1891  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE1891
 PE1891                          STATION DESCRIPTION
 PE1891
 PE1891'DESCRIBED BY COAST AND GEODETIC SURVEY 1865 (GAF)
 PE1891'ON THE W SIDE OF SKILLINGS RIVER, ON HIGH GROUND BELONGING TO
 PE1891'AGREEN CRABTREE AND ABOUT 1/2 MILE FROM THE SHORE.  IT IS ABOUT
 PE1891'A MILE N OF OLD POINT AND 1/2 MILE S OF MOSLEY POINT AND 1/2 MILE
 PE1891'E OF MARLBORO.  A ROAD FROM MARLBORO PASSES ABOUT 1/4 MILE TO THE
 PE1891'S OF THE STATION AND FORMS A JUNCTION FARTHER ON WITH ANOTHER
 PE1891'ROAD WHICH PASSES ABOUT THE SAME DISTANCE E OF THE STATION.
 PE1891'
 PE1891'THE STATION IS MARKED BY AN IRON SPIKE IN THE TOP OF A 4-BY 4-INCH
 PE1891'PINE POST SET 3 FEET IN THE GROUND.
 PE1891
 PE1891                          STATION RECOVERY (1934)
 PE1891
 PE1891'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1891'LOST.  STATION WAS MARKED BY WOODEN TUB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2059 ***********************************************************************
 PE2059  DESIGNATION -  COMPASS ISLAND
 PE2059  PID         -  PE2059
 PE2059  STATE/COUNTY-  ME/HANCOCK
 PE2059  USGS QUAD   -  NORTH HAVEN EAST (1982)
 PE2059
 PE2059                         *CURRENT SURVEY CONTROL
 PE2059  ___________________________________________________________________
 PE2059* NAD 83(1996)-  44 12 49.34753(N)    068 51 54.75536(W)     ADJUSTED  
 PE2059* NAVD 88     -        13.     (meters)      43.     (feet)  SCALED    
 PE2059  ___________________________________________________________________
 PE2059  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 PE2059  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 PE2059
 PE2059  HORZ ORDER  -  SECOND
 PE2059
 PE2059.The horizontal coordinates were established by classical geodetic methods
 PE2059.and adjusted by the National Geodetic Survey in March 1998..
 PE2059
 PE2059.The orthometric height was scaled from a topographic map.
 PE2059
 PE2059.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2059
 PE2059.The geoid height was determined by GEOID03.
 PE2059
 PE2059;                    North         East     Units Scale Factor Converg.
 PE2059;SPC ME E     -    60,841.093   270,816.169   MT  0.99991047   -0 15 16.8
 PE2059;UTM  19      - 4,895,618.156   510,767.818   MT  0.99960143   +0 05 38.4
 PE2059
 PE2059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2059!SPC ME E     -   1.00000191  x   0.99991047  =   0.99991238
 PE2059!UTM  19      -   1.00000191  x   0.99960143  =   0.99960334
 PE2059
 PE2059|---------------------------------------------------------------------|
 PE2059| PID    Reference Object                     Distance      Geod. Az  |
 PE2059|                                                           dddmmss.s |
 PE2059| CE7856 COMPASS ISLAND RM 1                   3.826 METERS 11420     |
 PE2059| PE2063 NORTH FOX                           APPROX. 4.7 KM 1394925.0 |
 PE2059| CE7857 COMPASS ISLAND RM 2                   8.129 METERS 20124     |
 PE2059| PE2100 MOUSE ISLAND LEDGE SPINDLE          APPROX. 6.2 KM 2575747.8 |
 PE2059| PE2129 DARK HARBOR HOTEL WATER TANK        APPROX. 6.2 KM 3253523.3 |
 PE2059|---------------------------------------------------------------------|
 PE2059
 PE2059                          SUPERSEDED SURVEY CONTROL
 PE2059
 PE2059  NAD 83(1992)-  44 12 49.35295(N)    068 51 54.73468(W) AD(       ) 2
 PE2059  NAD 83(1986)-  44 12 49.35580(N)    068 51 54.73698(W) AD(       ) 2
 PE2059  NAD 27      -  44 12 49.07000(N)    068 51 56.63000(W) AD(       ) 2
 PE2059
 PE2059.Superseded values are not recommended for survey control.
 PE2059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2059.See file dsdata.txt to determine how the superseded data were derived.
 PE2059
 PE2059_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ1076895618(NAD 83)
 PE2059_MARKER: I = METAL ROD
 PE2059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE2059_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PE2059_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE2059+STABILITY: SURFACE MOTION
 PE2059
 PE2059  HISTORY     - Date     Condition        Report By
 PE2059  HISTORY     - 1911     MONUMENTED       CGS
 PE2059  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2059  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2059  HISTORY     - 1983     GOOD             NOS
 PE2059
 PE2059                          STATION DESCRIPTION
 PE2059
 PE2059'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (NHH)
 PE2059'THIS ISLAND LIES IN PENOBSCOT BAY, ABOUT 2-1/4 MILES N BY W FROM
 PE2059'WEBSTER HEAD OF NORTH HAVEN ISLAND.  THE STATION IS NEAR THE
 PE2059'SOUTHERN END OF THE ISLAND ON A SLIGHT ELEVATION AND, IS MARKED
 PE2059'BY A BRASS BOLT SET IN A CONCRETE POST WITH THE LETTERS
 PE2059'U.S.C. AND G.S. ON ITS TOP.  A WHITE BOULDER IN A HOLLOW IS 98
 PE2059'FEET NNE OF THE STATION, AND THE SHARPLY DEFINED SE CORNER OF
 PE2059'AN OUTCROPPING LEDGE IS 41 FEET TO THE SSW.
 PE2059
 PE2059                          STATION RECOVERY (1934)
 PE2059
 PE2059'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2059'STATION WAS RECOVERED AS DESCRIBED.  IT IS ON COMPASS ISLAND IN
 PE2059'PENOBSCOT BAY ABOUT 5 MILES DUE N OF THE TOWN OF NORTH HAVEN.  THE
 PE2059'STATION IS NOT ON THE HIGHEST POINT, BUT NEAR THE S END OF THE
 PE2059'ISLAND ON A SLIGHT ELEVATION OVERLOOKING THE WATER.
 PE2059'
 PE2059'A 16-FOOT TRIPOD WAS BUILT OVER THE STATION AND TWO STANDARD
 PE2059'REFERENCE MARKS WERE PLACED ON BARE LEDGE NEAR THE STATION.
 PE2059
 PE2059                          STATION RECOVERY (1943)
 PE2059
 PE2059'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2059'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN 1934.
 PE2059
 PE2059                          STATION RECOVERY (1983)
 PE2059
 PE2059'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1983 (WVH)
 PE2059'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1157 ***********************************************************************
 PD1157  DESIGNATION -  CON RESET
 PD1157  PID         -  PD1157
 PD1157  STATE/COUNTY-  ME/WASHINGTON
 PD1157  USGS QUAD   -  HARRINGTON (1975)
 PD1157
 PD1157                         *CURRENT SURVEY CONTROL
 PD1157  ___________________________________________________________________
 PD1157* NAD 83(1996)-  44 35 13.46307(N)    067 45 06.49651(W)     ADJUSTED  
 PD1157* NAVD 88     -        27.     (meters)      89.     (feet)  SCALED    
 PD1157  ___________________________________________________________________
 PD1157  LAPLACE CORR-           5.45  (seconds)                    DEFLEC99
 PD1157  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 PD1157
 PD1157  HORZ ORDER  -  SECOND
 PD1157
 PD1157.The horizontal coordinates were established by classical geodetic methods
 PD1157.and adjusted by the National Geodetic Survey in March 1998..
 PD1157
 PD1157.The orthometric height was scaled from a topographic map.
 PD1157
 PD1157.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1157
 PD1157.The geoid height was determined by GEOID03.
 PD1157
 PD1157;                    North         East     Units Scale Factor Converg.
 PD1157;SPC ME E     -   102,532.782   359,409.110   MT  0.99994339   +0 31 30.9
 PD1157;UTM  19      - 4,937,838.801   599,081.054   MT  0.99972072   +0 52 34.7
 PD1157
 PD1157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD1157!SPC ME E     -   0.99999946  x   0.99994339  =   0.99994285
 PD1157!UTM  19      -   0.99999946  x   0.99972072  =   0.99972018
 PD1157
 PD1157:                Primary Azimuth Mark                     Grid Az
 PD1157:SPC ME E     -  ADDISON POINT CHURCH SPIRE               010 35 11.8
 PD1157:UTM  19      -  ADDISON POINT CHURCH SPIRE               010 14 08.0
 PD1157
 PD1157|---------------------------------------------------------------------|
 PD1157| PID    Reference Object                     Distance      Geod. Az  |
 PD1157|                                                           dddmmss.s |
 PD1157| PD1133 ADDISON POINT CHURCH SPIRE          APPROX. 3.7 KM 0110642.7 |
 PD1157| CE7858 CON RM 1                              4.901 METERS 01358     |
 PD1157| CE7859 CON RM 2                              5.721 METERS 10900     |
 PD1157| PD1159 COFFIN ROCK BEACON                  APPROX. 0.6 KM 1670417.2 |
 PD1157| PD1136 WHITE 2                             APPROX. 4.4 KM 1742238.6 |
 PD1157| PD1158 CHANNEL ROCK BEACON                 APPROX. 1.0 KM 1795626.0 |
 PD1157| PD1156 ADDISON WHITE CHURCH BELFRY         APPROX. 3.3 KM 3554921.4 |
 PD1157|---------------------------------------------------------------------|
 PD1157
 PD1157                          SUPERSEDED SURVEY CONTROL
 PD1157
 PD1157  NAD 83(1992)-  44 35 13.45978(N)    067 45 06.49577(W) AD(       ) 2
 PD1157  NAD 83(1986)-  44 35 13.45610(N)    067 45 06.49884(W) AD(       ) 2
 PD1157  NAD 27      -  44 35 13.17700(N)    067 45 08.50500(W) AD(       ) 2
 PD1157
 PD1157.Superseded values are not recommended for survey control.
 PD1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1157.See file dsdata.txt to determine how the superseded data were derived.
 PD1157
 PD1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK9908137839(NAD 83)
 PD1157
 PD1157  HISTORY     - Date     Condition        Report By
 PD1157  HISTORY     - 1913     MONUMENTED       CGS
 PD1157  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PD1157  HISTORY     - 1945     SEE DESCRIPTION  CGS
 PD1157
 PD1157                          STATION DESCRIPTION
 PD1157
 PD1157'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (OBF)
 PD1157'STATION IS ON THE SUMMIT OF A PROMINENT KNOLL ON THE W SIDE OF
 PD1157'PLEASANT RIVER, ABOUT 3 MILES BELOW ADDISON POINT, AND NEAR THE
 PD1157'CENTER OF THE SHORT PENINSULA BETWEEN THE RIVER AND UPPER WASS
 PD1157'COVE.  THE STATION IS ON THE HIGHEST POINT OF THE LEDGE, AND
 PD1157'20 FEET TO THE N OF IT THERE IS ANOTHER POINT OF NEARLY EQUAL
 PD1157'HEIGHT.  THE HILL IS A ROCKY ONE, WITH TIMBER ON THE WESTERN
 PD1157'SLOPE AND SCATTERING TREES ON OTHER PARTS.  THE STATION IS MARKED
 PD1157'BY A DRILL HOLE AND SURROUNDED BY A TRIANGLE CUT IN THE ROCK.
 PD1157
 PD1157                          STATION RECOVERY (1934)
 PD1157
 PD1157'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PD1157'STATION IS ON THE W SIDE OF PLEASANT RIVER, ON THE POINT OF LAND
 PD1157'BETWEEN DYER COVE AND REYNOLDS POINT AND ABOUT 2 MILES S OF
 PD1157'ADDISON.  THE MARK IS ON THE HIGHEST POINT OF THE LEDGE, ABOUT 150
 PD1157'METERS W OF THE SHORE LINE AND 12 FEET S OF THE S EDGE OF ANOTHER
 PD1157'LEDGE WHICH IS ABOUT 3 FEET HIGHER.
 PD1157'
 PD1157'STATION WAS RE-MARKED BY A STANDARD DISK WEDGED IN DRILL HOLE IN
 PD1157'OUTCROPPING BEDROCK.  TWO REFERENCE MARKS WERE ESTABLISHED.
 PD1157'
 PD1157'REFERENCE MARK NO. 1 IS NNW OF THE STATION ON THE EDGE OF THE
 PD1157'LEDGE.
 PD1157'
 PD1157'REFERENCE MARK NO. 2 IS ESE OF THE STATION IN THE EDGE OF THE
 PD1157'BUSHES.
 PD1157'
 PD1157'TO REACH FROM ADDISON, TAKE THE ROAD LEADING DOWN THE W SIDE
 PD1157'OF PLEASANT RIVER, 2.2 MILES TO WHERE THE ROAD MAKES A SHARP RIGHT
 PD1157'TURN.  FOLLOW WAGON ROAD STRAIGHT AHEAD, ACROSS A SMALL STREAM TO
 PD1157'THE TOP OF THE OPPOSITE HILL.  TURN E WITH THE ROAD AND FOLLOW
 PD1157'ABOUT 200 YARDS TO A MEADOW FENCE.  TURN S AND FOLLOW FENCE ABOUT
 PD1157'200 YARDS TO A POINT ABREAST OF THE LEDGE.  FROM HERE WALK W
 PD1157'TO THE STATION.
 PD1157'
 PD1157'A 4-FOOT SIGNAL WAS ERECTED OVER THE STATION.
 PD1157
 PD1157                          STATION RECOVERY (1945)
 PD1157
 PD1157'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (FLP)
 PD1157'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  PRESENT
 PD1157'DESCRIPTION ADEQUATE.  DISTANCES TO REFERENCE MARKS CHECK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SE0120 ***********************************************************************
 SE0120  DESIGNATION -  CONNOR GSC
 SE0120  PID         -  SE0120
 SE0120  STATE/COUNTY-  ME/AROOSTOOK
 SE0120  USGS QUAD   -  DOYLE RIDGE (1986)
 SE0120
 SE0120                         *CURRENT SURVEY CONTROL
 SE0120  ___________________________________________________________________
 SE0120* NAD 83(1996)-  47 01 46.00389(N)    067 58 32.66336(W)     ADJUSTED  
 SE0120* NAVD 88     -       283.8    (meters)     931.     (feet)  VERTCON   
 SE0120  ___________________________________________________________________
 SE0120  LAPLACE CORR-           5.15  (seconds)                    DEFLEC99
 SE0120  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 SE0120
 SE0120  HORZ ORDER  -  SECOND
 SE0120
 SE0120.The horizontal coordinates were established by classical geodetic methods
 SE0120.and adjusted by the National Geodetic Survey in March 1998..
 SE0120
 SE0120.The NAVD 88 height was computed by applying the VERTCON shift value to
 SE0120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SE0120
 SE0120.The Laplace correction was computed from DEFLEC99 derived deflections.
 SE0120
 SE0120.The geoid height was determined by GEOID03.
 SE0120
 SE0120;                    North         East     Units Scale Factor Converg.
 SE0120;SPC ME E     -   373,830.481   339,847.196   MT  0.99991951   +0 23 01.0
 SE0120;UTM  19      - 5,208,945.325   577,826.891   MT  0.99967444   +0 44 58.2
 SE0120
 SE0120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SE0120!SPC ME E     -   0.99995915  x   0.99991951  =   0.99987866
 SE0120!UTM  19      -   0.99995915  x   0.99967444  =   0.99963360
 SE0120
 SE0120                          SUPERSEDED SURVEY CONTROL
 SE0120
 SE0120  NAD 83(1992)-  47 01 46.00142(N)    067 58 32.66043(W) AD(       ) 2
 SE0120  NAD 83(1986)-  47 01 46.00112(N)    067 58 32.65809(W) AD(       ) 2
 SE0120  NAD 27      -  47 01 45.84400(N)    067 58 34.57200(W) AD(       ) 2
 SE0120  NGVD 29 (07/19/86)  284.0    (m)          932.     (f) VERT ANG       
 SE0120
 SE0120.Superseded values are not recommended for survey control.
 SE0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SE0120.See file dsdata.txt to determine how the superseded data were derived.
 SE0120
 SE0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN7782708945(NAD 83)
 SE0120_MARKER: B = BOLT
 SE0120_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 SE0120_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 SE0120_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SE0120
 SE0120  HISTORY     - Date     Condition        Report By
 SE0120  HISTORY     - 1916     MONUMENTED       GSC
 SE0120
 SE0120                          STATION DESCRIPTION
 SE0120
 SE0120'DESCRIBED BY GEODETIC SURVEY OF CANADA 1916 (JLR)
 SE0120'IN CONNOR TOWNSHIP, ON AN ISOLATED, PROMINENT HILL NEAR THE NORTH SIDE
 SE0120'OF THE TOWNSHIP.  THE HILL IS ABOUT 2 MILES EAST OF THE HALFWAY HOUSE
 SE0120'(10 MILES FROM VAN BUREN) ON THE ROAD BETWEEN VAN BUREN, ME, AND
 SE0120'CARIBOU, ME.  THE LAND IS OWNED BY THE JOHN B MADIGAN INTERESTS OF
 SE0120'HOULTON, ME.
 SE0120'
 SE0120'STATION MARK--STANDARD COPPER BOLT OF THE GEODETIC SURVEY OF CANADA
 SE0120'SET IN AN IRREGULAR MASS OF CONCRETE WHOSE BOTTOM IS ABOUT 3-1/2 FEET
 SE0120'AND TOP ABOUT 1 FOOT BELOW THE SURFACE OF THE GROUND.  A PYRAMID OF
 SE0120'BOULDERS, RISING A FOOT OR TWO ABOVE THE SURFACE, WAS ERECTED OVER
 SE0120'THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0695 ***********************************************************************
 RE0695  DESIGNATION -  COOK
 RE0695  PID         -  RE0695
 RE0695  STATE/COUNTY-  ME/AROOSTOOK
 RE0695  USGS QUAD   -  HOULTON NORTH (1984)
 RE0695
 RE0695                         *CURRENT SURVEY CONTROL
 RE0695  ___________________________________________________________________
 RE0695* NAD 83(1996)-  46 08 27.15892(N)    067 48 09.24698(W)     ADJUSTED  
 RE0695* NAVD 88     -       175.6    (meters)     576.     (feet)  VERTCON   
 RE0695  ___________________________________________________________________
 RE0695  LAPLACE CORR-           3.59  (seconds)                    DEFLEC99
 RE0695  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 RE0695
 RE0695  HORZ ORDER  -  SECOND
 RE0695
 RE0695.The horizontal coordinates were established by classical geodetic methods
 RE0695.and adjusted by the National Geodetic Survey in March 1998..
 RE0695
 RE0695.The NAVD 88 height was computed by applying the VERTCON shift value to
 RE0695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RE0695
 RE0695.The Laplace correction was computed from DEFLEC99 derived deflections.
 RE0695
 RE0695.The geoid height was determined by GEOID03.
 RE0695
 RE0695;                    North         East     Units Scale Factor Converg.
 RE0695;SPC ME E     -   275,167.769   353,882.623   MT  0.99993568   +0 30 10.4
 RE0695;UTM  19      - 5,110,397.021   592,484.031   MT  0.99970514   +0 51 48.5
 RE0695
 RE0695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RE0695!SPC ME E     -   0.99997615  x   0.99993568  =   0.99991184
 RE0695!UTM  19      -   0.99997615  x   0.99970514  =   0.99968130
 RE0695
 RE0695|---------------------------------------------------------------------|
 RE0695| PID    Reference Object                     Distance      Geod. Az  |
 RE0695|                                                           dddmmss.s |
 RE0695| DA5385 COOK RM 1                             7.482 METERS 08200     |
 RE0695| RE0707 AIRPORT BCN HOULTON INTL APT        APPROX. 3.5 KM 1522256.8 |
 RE0695| RE0706 HOULTON BORDER PATROL RAD MAST      APPROX. 3.5 KM 1531950.4 |
 RE0695| RE0694 HOULTON GARRISON HILL FLAGPOLE      APPROX. 1.6 KM 2150128.3 |
 RE0695| RE0703 HOULTON TV INC MAST                 APPROX. 3.0 KM 2153455.1 |
 RE0695| DA5386 COOK RM 2                             7.580 METERS 27536     |
 RE0695|---------------------------------------------------------------------|
 RE0695
 RE0695                          SUPERSEDED SURVEY CONTROL
 RE0695
 RE0695  NAD 83(1992)-  46 08 27.15594(N)    067 48 09.24760(W) AD(       ) 2
 RE0695  NAD 83(1986)-  46 08 27.16258(N)    067 48 09.27542(W) AD(       ) 2
 RE0695  NAD 27      -  46 08 26.97330(N)    067 48 11.22220(W) AD(       ) 2
 RE0695  NGVD 29 (07/19/86)  175.8    (m)          577.     (f) VERT ANG       
 RE0695
 RE0695.Superseded values are not recommended for survey control.
 RE0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0695.See file dsdata.txt to determine how the superseded data were derived.
 RE0695
 RE0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM9248410397(NAD 83)
 RE0695_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RE0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RE0695
 RE0695  HISTORY     - Date     Condition        Report By
 RE0695  HISTORY     - 1959     MONUMENTED       CGS
 RE0695  HISTORY     - 1972     SEE DESCRIPTION  MEDT
 RE0695  HISTORY     - 1981     GOOD             MEDT
 RE0695
 RE0695                          STATION DESCRIPTION
 RE0695
 RE0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (HRL)
 RE0695'STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF HOULTON AT THE NORTH
 RE0695'EDGE OF A CULTIVATED FIELD ON PROPERTY OF MR. RAYMOND
 RE0695'KEENAN.  STATION IS 11.5 FEET EAST SOUTHEAST OF SMALL TREE WITH
 RE0695'TRIANGLE BLAZE, 10.5 FEET NORTH OF THE CENTER OF FIELD ROAD, 2.5
 RE0695'FEET EAST OF WITNESS POST AND AT THE NORTH EDGE OF FIELD.  THE
 RE0695'MARK IS A STANDARD DISK SET IN A 12X12 INCH CONCRETE MONUMENT
 RE0695'WHICH PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED COOK
 RE0695'1959.
 RE0695'
 RE0695'REFERENCE MARK NO. 1 IS 14.5 FEET NORTH OF THE CENTER OF FIELD
 RE0695'ROAD AND 2.5 FEET SOUTHEAST OF SMALL BOULDER.  THE MARK IS A
 RE0695'STANDARD DISK SET IN A 12X12 INCH CONCRETE MONUMENT WHICH
 RE0695'PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED COOK NO 1 1959.
 RE0695'
 RE0695'REFERENCE MARK NO. 2 IS 13 FEET NORTH OF THE CENTER OF FIELD
 RE0695'ROAD.  THE MARK IS A STANDARD DISK SET IN A 12X12 INCH CONCRETE
 RE0695'MONUMENT WHICH PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 RE0695'COOK NO 2 1959.
 RE0695'
 RE0695'TO REACH STATION FROM THE HOULTON POST OFFICE GO EAST ON
 RE0695'U.S. HIGHWAY 2, MILITARY STREET, FOR 0.9 MILE TO RAILROAD
 RE0695'CROSSING.  CONTINUE EAST FOR 0.6 MILE TO CROSSROADS AND SIGN ON
 RE0695'LEFT CUSTOMS REPORT FOR INSPECTION IMMIGRATION.  TURN LEFT AND GO
 RE0695'NORTH ON GRAVEL ROAD FOR 0.7 MILE TO COOK BROOK.  CONTINUE FOR
 RE0695'0.05 MILE TO DRIVEWAY ON RIGHT.  TURN RIGHT ON DRIVEWAY PASSING
 RE0695'TO THE LEFT OF HOUSE AND GO 0.1 MILE TO FORKS AT BARN.  TAKE
 RE0695'LEFT FORK AND FOLLOW FIELD ROAD NORTH AND THEN EAST FOR 0.35
 RE0695'MILE TO STATION ON THE LEFT AS DESCRIBED.
 RE0695'
 RE0695'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 RE0695
 RE0695                          STATION RECOVERY (1972)
 RE0695
 RE0695'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1972 (BJR)
 RE0695'COOK (1959) GOOD
 RE0695'
 RE0695'RM 1 GOOD
 RE0695'
 RE0695'RM 2 GOOD
 RE0695
 RE0695                          STATION RECOVERY (1981)
 RE0695
 RE0695'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1981 (BJR)
 RE0695'COOK 1959 RECOVERED GOOD.
 RE0695'
 RE0695'COOK NO. 1 1959 RECOVERED GOOD.
 RE0695'
 RE0695'COOK NO. 2 1959 RECOVERED GOOD.
 RE0695'
 RE0695'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2 MI. NORTHEAST
 RE0695'OF HOULTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2411 ***********************************************************************
 PE2411  DESIGNATION -  COOK
 PE2411  PID         -  PE2411
 PE2411  STATE/COUNTY-  ME/KENNEBEC
 PE2411  USGS QUAD   -  VASSALBORO (1988)
 PE2411
 PE2411                         *CURRENT SURVEY CONTROL
 PE2411  ___________________________________________________________________
 PE2411* NAD 83(1996)-  44 29 20.91046(N)    069 39 03.82179(W)     ADJUSTED  
 PE2411* NAVD 88     -       142.2    (meters)     467.     (feet)  VERTCON   
 PE2411  ___________________________________________________________________
 PE2411  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 PE2411  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 PE2411
 PE2411  HORZ ORDER  -  SECOND
 PE2411
 PE2411.The horizontal coordinates were established by classical geodetic methods
 PE2411.and adjusted by the National Geodetic Survey in March 1998..
 PE2411
 PE2411.The NAVD 88 height was computed by applying the VERTCON shift value to
 PE2411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PE2411
 PE2411.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2411
 PE2411.The geoid height was determined by GEOID03.
 PE2411
 PE2411;                    North         East     Units Scale Factor Converg.
 PE2411;SPC ME W     -   184,092.835   941,012.098   MT  0.99998734   +0 21 40.8
 PE2411;UTM  19      - 4,926,409.195   448,232.440   MT  0.99963296   -0 27 22.5
 PE2411
 PE2411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2411!SPC ME W     -   0.99998175  x   0.99998734  =   0.99996909
 PE2411!UTM  19      -   0.99998175  x   0.99963296  =   0.99961471
 PE2411
 PE2411|---------------------------------------------------------------------|
 PE2411| PID    Reference Object                     Distance      Geod. Az  |
 PE2411|                                                           dddmmss.s |
 PE2411| CE7861 COOK RM 2                             9.271 METERS 12406     |
 PE2411| PE2410 VASSALBORO CIV DEF MICROWAVE         11.833 METERS 12822     |
 PE2411| PE1400 GARD                                APPROX.37.0 KM 2021439.2 |
 PE2411| CE7860 COOK RM 1                            12.268 METERS 22454     |
 PE2411|---------------------------------------------------------------------|
 PE2411
 PE2411                          SUPERSEDED SURVEY CONTROL
 PE2411
 PE2411  NAD 83(1992)-  44 29 20.90895(N)    069 39 03.81864(W) AD(       ) 2
 PE2411  NAD 83(1986)-  44 29 20.91431(N)    069 39 03.82540(W) AD(       ) 2
 PE2411  NAD 27      -  44 29 20.66982(N)    069 39 05.66709(W) AD(       ) 2
 PE2411  NGVD 29 (07/19/86)  142.4    (m)          467.     (f) VERT ANG       
 PE2411
 PE2411.Superseded values are not recommended for survey control.
 PE2411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2411.See file dsdata.txt to determine how the superseded data were derived.
 PE2411
 PE2411_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK4823226409(NAD 83)
 PE2411_MARKER: DD = SURVEY DISK
 PE2411_SETTING: 66 = SET IN ROCK OUTCROP
 PE2411
 PE2411  HISTORY     - Date     Condition        Report By
 PE2411  HISTORY     - 1974     MONUMENTED       MEDT
 PE2411
 PE2411                          STATION DESCRIPTION
 PE2411
 PE2411'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974 (RCA)
 PE2411'THE STATION IS LOCATED 1.5 MILES WEST OF NORTH VASSALBORO, AND 1.4
 PE2411'MILES EAST OF THE KENNEBEC RIVER ON THE HIGHEST POINT OF A HILL
 PE2411'KNOWN LOCALLY AS COOK HILL, ON PROPERTY LEASED BY THE MAINE STATE
 PE2411'FOREST COMMISSION.
 PE2411'
 PE2411'TO REACH THE STATION FROM THE POST OFFICE IN NORTH VASSALBORO, GO
 PE2411'NORTHERLY ON STATE ROAD 32 FOR 0.05 MILE TO A CROSSROAD.  TURN
 PE2411'LEFT AND PROCEED SOUTH-WESTERLY FOR 1.0 MILE TO A SIDE ROAD ON
 PE2411'THE RIGHT AND A SIGN THAT READS FIRE TOWER.  TURN RIGHT AND FOLLOW
 PE2411'THE TRACK ROAD FOR 0.7 MILE UPHILL TO A GATE.  CONTINUE NORTHERLY
 PE2411'FOR 0.3 MILE UPHILL TO THE FIRE LOOKOUT TOWER AND THE STATION
 PE2411'AS DESCRIBED.
 PE2411'
 PE2411'THE STATION MARK IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 PE2411'DISK STAMPED COOK 1974 THAT IS CEMENTED IN A DRILL HOLE IN ROCK
 PE2411'LEDGE, APPROXIMATELY 3 INCHES BELOW THE GROUND SURFACE.  IT IS
 PE2411'20.2 FEET NORTH OF THE NORTHWEST FENCE CORNER, 33.3 FEET EAST OF
 PE2411'THE SOUTHEAST LEG OF THE LOOKOUT TOWER, 33.5 FEET EAST OF THE
 PE2411'NORTHEAST LEG OF THE LOOKOUT TOWER, AND 71.6 FEET WEST OF A
 PE2411'PROPERTY LINE POST.
 PE2411'
 PE2411'REFERENCE MARK 1 IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 PE2411'DISK STAMPED COOK NO 1 1974 THAT IS CEMENTED IN A DRILL HOLE IN
 PE2411'A ROCK OUTCROP IN THE CENTER OF THE BASE OF THE LOOKOUT TOWER.  IT
 PE2411'IS 11.1 FEET SOUTHWEST OF THE NORTHEAST LEG, 11.2 FEET NORTHWEST
 PE2411'OF THE SOUTHEAST LEG, 11.2 FEET EAST OF THE NORTHWEST LEG, AND
 PE2411'11.3 FEET NORTHEAST OF THE SOUTHWEST LEG.
 PE2411'
 PE2411'REFERENCE MARK 2 IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 PE2411'DISK STAMPED COOK NO 2 1974 THAT IS CEMENTED IN A DRILL HOLE IN
 PE2411'THE NORTH LEG FOUNDATION OF THE MICROWAVE TOWER.  IT IS 12.0 FEET
 PE2411'SOUTHEAST OF THE NORTHWEST FENCE CORNER AND 14.7 FEET SOUTHWEST
 PE2411'OF THE NORTHEAST FENCE CORNER.
 PE2411'
 PE2411'THERE WAS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 PE2411'
 PE2411'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2070 ***********************************************************************
 PE2070  DESIGNATION -  COOMBS HILL
 PE2070  PID         -  PE2070
 PE2070  STATE/COUNTY-  ME/KNOX
 PE2070  USGS QUAD   -  VINALHAVEN (1988)
 PE2070
 PE2070                         *CURRENT SURVEY CONTROL
 PE2070  ___________________________________________________________________
 PE2070* NAD 83(1996)-  44 05 18.43844(N)    068 47 11.58911(W)     ADJUSTED  
 PE2070* NAVD 88     -        35.     (meters)     115.     (feet)  SCALED    
 PE2070  ___________________________________________________________________
 PE2070  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 PE2070  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 PE2070
 PE2070  HORZ ORDER  -  THIRD
 PE2070
 PE2070.The horizontal coordinates were established by classical geodetic methods
 PE2070.and adjusted by the National Geodetic Survey in March 1998..
 PE2070
 PE2070.The orthometric height was scaled from a topographic map.
 PE2070
 PE2070.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2070
 PE2070.The geoid height was determined by GEOID03.
 PE2070
 PE2070;                    North         East     Units Scale Factor Converg.
 PE2070;SPC ME E     -    46,900.091   277,053.177   MT  0.99990647   -0 11 57.7
 PE2070;UTM  19      - 4,881,719.578   517,087.517   MT  0.99960359   +0 08 54.6
 PE2070
 PE2070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2070!SPC ME E     -   0.99999844  x   0.99990647  =   0.99990491
 PE2070!UTM  19      -   0.99999844  x   0.99960359  =   0.99960203
 PE2070
 PE2070:                Primary Azimuth Mark                     Grid Az
 PE2070:SPC ME E     -  WEST STONINGTON CHURCH SPIRE             040 54 55.5
 PE2070:UTM  19      -  WEST STONINGTON CHURCH SPIRE             040 34 03.2
 PE2070
 PE2070|---------------------------------------------------------------------|
 PE2070| PID    Reference Object                     Distance      Geod. Az  |
 PE2070|                                                           dddmmss.s |
 PE2070| PE2052 WEST STONINGTON CHURCH SPIRE        APPROX.11.7 KM 0404257.8 |
 PE2070| PE2048 STONINGTON WATER TOWER              APPROX.12.0 KM 0493225.8 |
 PE2070| PE2041 DEER ISLAND THOROFARE LH            APPROX. 8.4 KM 0523257.6 |
 PE2070| PE2051 CROTCH ISLAND STACK                 APPROX.11.0 KM 0542252.3 |
 PE2070| PE2039 CHANNEL ROCK BEACON                 APPROX. 8.4 KM 0781125.5 |
 PE2070| PE2040 ISLE AU HAUT LIGHTHOUSE             APPROX.11.1 KM 1033748.9 |
 PE2070| PE2036 SADDLEBACK LEDGE LIGHTHOUSE         APPROX. 9.5 KM 1493907.9 |
 PE2070| PE2076 VINAL HAVEN WATER TOWER             APPROX. 6.1 KM 2220404.4 |
 PE2070| CE7862 COOMBS HILL RM 1                     10.316 METERS 26104     |
 PE2070| CE7863 COOMBS HILL RM 2                     10.922 METERS 33203     |
 PE2070|---------------------------------------------------------------------|
 PE2070
 PE2070                          SUPERSEDED SURVEY CONTROL
 PE2070
 PE2070  NAD 83(1992)-  44 05 18.44536(N)    068 47 11.56861(W) AD(       ) 3
 PE2070  NAD 83(1986)-  44 05 18.44815(N)    068 47 11.57328(W) AD(       ) 3
 PE2070  NAD 27      -  44 05 18.15500(N)    068 47 13.47600(W) AD(       ) 3
 PE2070
 PE2070.Superseded values are not recommended for survey control.
 PE2070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2070.See file dsdata.txt to determine how the superseded data were derived.
 PE2070
 PE2070_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ1708881720(NAD 83)
 PE2070
 PE2070  HISTORY     - Date     Condition        Report By
 PE2070  HISTORY     - 1861     MONUMENTED       CGS
 PE2070  HISTORY     - 1909     SEE DESCRIPTION  CGS
 PE2070  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2070  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2070
 PE2070                          STATION DESCRIPTION
 PE2070
 PE2070'DESCRIBED BY COAST AND GEODETIC SURVEY 1909
 PE2070'ON THE HIGHEST POINT OF THE HILL OF THAT NAME, LOCATED ON THE
 PE2070'EASTERN SIDE OF THE NARROW BUT PROMINENT NECK OF LAND KNOWN AS
 PE2070'COOMBS NECK AND FORMING THE NE CORNER OF VINAL HAVEN ISLAND.  SEAL
 PE2070'BAY LIES IMMEDIATELY TO THE WESTWARD AND CALDERWOOD NECK ABOUT
 PE2070'A MILE TO THE NORTHWESTWARD.  THE VILLAGE OF VINAL HAVEN IS ABOUT
 PE2070'3-1/2 MILES TO THE SW BY W AND A ROAD FROM THAT PLACE TO THE END
 PE2070'OF THE NECK PASSES A SHORT DISTANCE TO THE WESTWARD OF THE
 PE2070'STATION.
 PE2070'
 PE2070'THE STATION IS A COPPER BOLT SET IN A HOLE IN A ROCK.
 PE2070
 PE2070                          STATION RECOVERY (1934)
 PE2070
 PE2070'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2070'STATION WAS RECOVERED AS DESCRIBED.  IT IS ON THE HIGHEST POINT
 PE2070'ON THE MOST NORTHEASTERLY NECK OF VINAL HAVEN ISLAND, KNOWN AS
 PE2070'COOMBS HILL, AND BELONGING TO LYFORD COOMBS.  THE POINT IS E OF
 PE2070'SEAL BAY AND S OF DEEP COVE, AND IS A HIGH-WOODED HILL WITH A
 PE2070'BARE LEDGE ON THE SUMMIT.
 PE2070'
 PE2070'THE OLD STATION MARK, A COPPER BOLT, WAS LEFT INTACT AND IS
 PE2070'IN THE LEDGE 3 METERS E OF THE HIGHEST POINT.
 PE2070'
 PE2070'TWO NEW REFERENCE MARKS WERE ESTABLISHED.
 PE2070'
 PE2070'REFERENCE MARK NO. 1 IS ON THE W SIDE OF THE KNOLL ON THE
 PE2070'EDGE OF A LEDGE 3 METERS LOWER THAN THE HIGHEST POINT.
 PE2070'
 PE2070'REFERENCE MARK NO. 2 IS ON A HIGH LEDGE NW FROM THE HIGHEST
 PE2070'POINT.  BOTH REFERENCE MARKS ARE, STANDARD BRONZE DISKS WEDGED
 PE2070'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 PE2070'
 PE2070'A TOWER WAS ERECTED WITH SIGNAL AND INSTRUMENT 9.3 METERS ABOVE
 PE2070'THE STATION MARK.  DEEP HARBOR OFFERS GOOD ANCHORAGE NEAR THE
 PE2070'STATION.
 PE2070
 PE2070                          STATION RECOVERY (1943)
 PE2070
 PE2070'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2070'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2069 ***********************************************************************
 PE2069  DESIGNATION -  COOMBS HILL 2
 PE2069  PID         -  PE2069
 PE2069  STATE/COUNTY-  ME/KNOX
 PE2069  USGS QUAD   -  VINALHAVEN (1988)
 PE2069
 PE2069                         *CURRENT SURVEY CONTROL
 PE2069  ___________________________________________________________________
 PE2069* NAD 83(1996)-  44 05 18.40923(N)    068 47 11.66417(W)     ADJUSTED  
 PE2069* NAVD 88     -        18.     (meters)      59.     (feet)  SCALED    
 PE2069  ___________________________________________________________________
 PE2069  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 PE2069  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 PE2069
 PE2069  HORZ ORDER  -  THIRD
 PE2069
 PE2069.The horizontal coordinates were established by classical geodetic methods
 PE2069.and adjusted by the National Geodetic Survey in March 1998..
 PE2069
 PE2069.The orthometric height was scaled from a topographic map.
 PE2069
 PE2069.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2069
 PE2069.The geoid height was determined by GEOID03.
 PE2069
 PE2069;                    North         East     Units Scale Factor Converg.
 PE2069;SPC ME E     -    46,899.195   277,051.505   MT  0.99990647   -0 11 57.8
 PE2069;UTM  19      - 4,881,718.672   517,085.851   MT  0.99960359   +0 08 54.6
 PE2069
 PE2069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2069!SPC ME E     -   1.00000111  x   0.99990647  =   0.99990758
 PE2069!UTM  19      -   1.00000111  x   0.99960359  =   0.99960469
 PE2069
 PE2069:                Primary Azimuth Mark                     Grid Az
 PE2069:SPC ME E     -  WEST STONINGTON CHURCH SPIRE             040 55 07.5
 PE2069:UTM  19      -  WEST STONINGTON CHURCH SPIRE             040 34 15.1
 PE2069
 PE2069|---------------------------------------------------------------------|
 PE2069| PID    Reference Object                     Distance      Geod. Az  |
 PE2069|                                                           dddmmss.s |
 PE2069| PE2052 WEST STONINGTON CHURCH SPIRE        APPROX.11.7 KM 0404309.7 |
 PE2069| PE2048 STONINGTON WATER TOWER              APPROX.12.0 KM 0493232.6 |
 PE2069| PE2051 CROTCH ISLAND STACK                 APPROX.11.0 KM 0542256.7 |
 PE2069| PE2039 CHANNEL ROCK BEACON                 APPROX. 8.4 KM 0781112.2 |
 PE2069| PE2037 ROBINSON POINT LIGHTHOUSE           APPROX.11.1 KM 1033651.6 |
 PE2069| PE2036 SADDLEBACK LEDGE LIGHTHOUSE         APPROX. 9.5 KM 1493826.8 |
 PE2069| PE2076 VINAL HAVEN WATER TOWER             APPROX. 6.1 KM 2220342.8 |
 PE2069|---------------------------------------------------------------------|
 PE2069
 PE2069                          SUPERSEDED SURVEY CONTROL
 PE2069
 PE2069  NAD 83(1992)-  44 05 18.41606(N)    068 47 11.64370(W) AD(       ) 3
 PE2069  NAD 83(1986)-  44 05 18.41785(N)    068 47 11.64686(W) AD(       ) 3
 PE2069  NAD 27      -  44 05 18.16300(N)    068 47 13.51900(W) AD(       ) 3
 PE2069
 PE2069.Superseded values are not recommended for survey control.
 PE2069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2069.See file dsdata.txt to determine how the superseded data were derived.
 PE2069
 PE2069_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ1708681719(NAD 83)
 PE2069
 PE2069  HISTORY     - Date     Condition        Report By
 PE2069  HISTORY     - UNK      MONUMENTED
 PE2069  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2069
 PE2069                          STATION DESCRIPTION
 PE2069
 PE2069'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2069'STATION IS IDENTICAL WITH STATION COOMBS HILL, 1861, AS SHOWN BY
 PE2069'COMPARISON OF OLD DIRECTIONS AT THE TWO STATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2120 ***********************************************************************
 PE2120  DESIGNATION -  COOMBS POINT
 PE2120  PID         -  PE2120
 PE2120  STATE/COUNTY-  ME/WALDO
 PE2120  USGS QUAD   -  CAPE ROSIER (1979)
 PE2120
 PE2120                         *CURRENT SURVEY CONTROL
 PE2120  ___________________________________________________________________
 PE2120* NAD 83(1996)-  44 21 53.27900(N)    068 51 40.35476(W)     ADJUSTED  
 PE2120* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 PE2120  ___________________________________________________________________
 PE2120  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 PE2120  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 PE2120
 PE2120  HORZ ORDER  -  SECOND
 PE2120
 PE2120.The horizontal coordinates were established by classical geodetic methods
 PE2120.and adjusted by the National Geodetic Survey in March 1998..
 PE2120
 PE2120.The orthometric height was scaled from a topographic map.
 PE2120
 PE2120.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2120
 PE2120.The geoid height was determined by GEOID03.
 PE2120
 PE2120;                    North         East     Units Scale Factor Converg.
 PE2120;SPC ME E     -    77,627.043   271,209.724   MT  0.99991019   -0 15 09.2
 PE2120;UTM  19      - 4,912,401.007   511,058.987   MT  0.99960150   +0 05 49.4
 PE2120
 PE2120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2120!SPC ME E     -   1.00000286  x   0.99991019  =   0.99991305
 PE2120!UTM  19      -   1.00000286  x   0.99960150  =   0.99960436
 PE2120
 PE2120:                Primary Azimuth Mark                     Grid Az
 PE2120:SPC ME E     -  STOCKTON SPRINGS UNIV CHURCH             001 24 44.2
 PE2120:UTM  19      -  STOCKTON SPRINGS UNIV CHURCH             001 03 45.6
 PE2120
 PE2120|---------------------------------------------------------------------|
 PE2120| PID    Reference Object                     Distance      Geod. Az  |
 PE2120|                                                           dddmmss.s |
 PE2120| PE2107 STOCKTON SPRINGS UNIV CHURCH        APPROX.14.0 KM 0010935.0 |
 PE2120| PE2108 CAPE JELLISON RESET                 APPROX. 9.7 KM 0034828.1 |
 PE2120| PE2109 FORT POINT LH                       APPROX.12.0 KM 0190641.3 |
 PE2120| PE2110 FORT POINT LEDGE BEACON             APPROX.11.4 KM 0204927.4 |
 PE2120| PE2111 CASTINE NORMAL SCHOOL SPIRE         APPROX. 5.4 KM 0581402.6 |
 PE2120| PE2115 DICE HEAD LH                        APPROX. 3.9 KM 0592012.8 |
 PE2120| PE2112 CASTINE ORTHODOX CHURCH SPIRE       APPROX. 5.6 KM 0610147.2 |
 PE2120| PE2106 BROOKSVILLE CHURCH SPIRE            APPROX. 8.9 KM 0680558.6 |
 PE2120| CE7865 COOMBS POINT RM 2                    20.433 METERS 26121     |
 PE2120| CE7864 COOMBS POINT RM 1                    23.470 METERS 34106     |
 PE2120| PE2133 LONG COVE YELLOW TANK               APPROX.10.9 KM 3435435.5 |
 PE2120|---------------------------------------------------------------------|
 PE2120
 PE2120                          SUPERSEDED SURVEY CONTROL
 PE2120
 PE2120  NAD 83(1992)-  44 21 53.28167(N)    068 51 40.33439(W) AD(       ) 2
 PE2120  NAD 83(1986)-  44 21 53.28459(N)    068 51 40.33577(W) AD(       ) 2
 PE2120  NAD 27      -  44 21 53.00100(N)    068 51 42.22900(W) AD(       ) 2
 PE2120
 PE2120.Superseded values are not recommended for survey control.
 PE2120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2120.See file dsdata.txt to determine how the superseded data were derived.
 PE2120
 PE2120_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1105912401(NAD 83)
 PE2120
 PE2120  HISTORY     - Date     Condition        Report By
 PE2120  HISTORY     - 1911     MONUMENTED       CGS
 PE2120  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2120  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE2120
 PE2120                          STATION DESCRIPTION
 PE2120
 PE2120'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (NHH)
 PE2120'STATION IS ON THE POINT OF THAT NAME IN THE NE PART OF LONG
 PE2120'ISLAND, PENOBSCOT BAY, AND ABOUT 1/2 MILE E OF THE VILLAGE OF N
 PE2120'ISLESBORO.  THE STATION IS ON THE FLAT-TOPPED BOULDER ABOUT
 PE2120'2-1/2 FEET IN DIAMETER PROJECTING 6 INCHES ABOVE THE SURFACE
 PE2120'OF THE GROUND AND ABOUT 125 FEET FROM THE HIGH-WATER LINE.  IT
 PE2120'IS MARKED BY A COPPER BOLT SET IN A HOLE IN THE ROCK AND
 PE2120'SURROUNDED BY A TRIANGLE CUT IN THE ROCK.  TWO REFERENCE
 PE2120'MARKS, 3/4-INCH DRILL HOLES FILLED WITH LEAD, ARE PLACED IN
 PE2120'OTHER BOULDERS RESPECTIVELY, 16.09 METERS SW AND 12.60 METERS
 PE2120'NNW OF THE STATION.
 PE2120
 PE2120                          STATION RECOVERY (1934)
 PE2120
 PE2120'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2120'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED.  IT IS ON
 PE2120'COOMBS POINT IN THE NORTHEASTERLY PART OF LONG ISLAND IN
 PE2120'PENOBSCOT BAY AND ABOUT 1/2 MILE E OF THE VILLAGE OF N
 PE2120'ISLESBORO.  IT IS ON A FLAT TOPPED BOULDER ABOUT 2-1/2 FEET IN
 PE2120'DIAMETER AND PROJECTING 6 INCHES ABOVE THE GROUND, 16 METERS SE
 PE2120'OF A TWIN PINE, AND ABOUT 28 METERS W AND 60 METERS S OF THE
 PE2120'EDGE OF THE LOW BLUFF AROUND THE POINT.
 PE2120'
 PE2120'TWO NEW REFERENCE MARKS, STANDARD BRONZE DISKS WEDGED IN DRILL
 PE2120'HOLES IN OUTCROPPING BEDROCK, WERE ESTABLISHED.
 PE2120'
 PE2120'REFERENCE MARK NO. 1 IS N OF THE STATION AND REFERENCE MARK
 PE2120'NO. 2 IS W OF THE STATION, BOTH ARE ON BARE LEDGE.
 PE2120'
 PE2120'A 20-FOOT SIGNAL WAS USED IN 1934.
 PE2120
 PE2120                          STATION RECOVERY (1944)
 PE2120
 PE2120'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE2120'STATION AND REFERENCE MARKS RECOVERED IN GOOD
 PE2120'CONDITION.  DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2123 ***********************************************************************
 PE2123  DESIGNATION -  COOMBS POINT WATER TANK
 PE2123  PID         -  PE2123
 PE2123  STATE/COUNTY-  ME/WALDO
 PE2123  USGS QUAD   -  CAPE ROSIER (1979)
 PE2123
 PE2123                         *CURRENT SURVEY CONTROL
 PE2123  ___________________________________________________________________
 PE2123* NAD 83(1996)-  44 21 39.02800(N)    068 51 59.29941(W)     ADJUSTED  
 PE2123* NAVD 88     -                                                        
 PE2123  ___________________________________________________________________
 PE2123  LAPLACE CORR-           2.59  (seconds)                    DEFLEC99
 PE2123  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 PE2123
 PE2123  HORZ ORDER  -  THIRD
 PE2123
 PE2123.The horizontal coordinates were established by classical geodetic methods
 PE2123.and adjusted by the National Geodetic Survey in March 1998..
 PE2123
 PE2123
 PE2123.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2123
 PE2123.The geoid height was determined by GEOID03.
 PE2123
 PE2123;                    North         East     Units Scale Factor Converg.
 PE2123;SPC ME E     -    77,189.071   270,788.316   MT  0.99991049   -0 15 22.4
 PE2123;UTM  19      - 4,911,960.608   510,640.389   MT  0.99960139   +0 05 36.1
 PE2123
 PE2123                          SUPERSEDED SURVEY CONTROL
 PE2123
 PE2123  NAD 83(1992)-  44 21 39.03098(N)    068 51 59.27894(W) AD(       ) 4
 PE2123  NAD 83(1986)-  44 21 39.03401(N)    068 51 59.27993(W) AD(       ) 4
 PE2123  NAD 27      -  44 21 38.75000(N)    068 52 01.17000(W) AD(       ) 3
 PE2123
 PE2123.Superseded values are not recommended for survey control.
 PE2123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2123.See file dsdata.txt to determine how the superseded data were derived.
 PE2123
 PE2123_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1064011961(NAD 83)
 PE2123
 PE2123  HISTORY     - Date     Condition        Report By
 PE2123  HISTORY     - 1934     MONUMENTED       CGS
 PE2123  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE2123
 PE2123                          STATION DESCRIPTION
 PE2123
 PE2123'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2123'THIS STATION IS IN THE CENTER OF THE WATER TANK ON THE
 PE2123'SOUTHERLY SIDE OF COOMBS POINT ON N ISLESBORO.  N ISLESBORO IS
 PE2123'THE NORTHERN PART OF LONG ISLAND IN PENOBSCOT BAY.
 PE2123
 PE2123                          STATION RECOVERY (1944)
 PE2123
 PE2123'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE2123'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE
 PE2123'WITH THE FOLLOWING ADDITIONS--TANK AND SUPPORTING STRUCTURE
 PE2123'ARE MADE OF WOOD, IT IS ABOUT 50 FEET HIGH, AND IS 15 METERS N
 PE2123'OF THE ONLY HOUSE ON THE POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0615 ***********************************************************************
 PD0615  DESIGNATION -  COOP
 PD0615  PID         -  PD0615
 PD0615  STATE/COUNTY-  ME/WASHINGTON
 PD0615  USGS QUAD   -  EASTPORT (1977)
 PD0615
 PD0615                         *CURRENT SURVEY CONTROL
 PD0615  ___________________________________________________________________
 PD0615* NAD 83(1996)-  44 53 32.47760(N)    067 01 42.04273(W)     ADJUSTED  
 PD0615* NAVD 88     -         3.2    (meters)      10.     (feet)  VERTCON   
 PD0615  ___________________________________________________________________
 PD0615  LAPLACE CORR-           2.99  (seconds)                    DEFLEC99
 PD0615  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 PD0615
 PD0615  HORZ ORDER  -  THIRD
 PD0615
 PD0615.The horizontal coordinates were established by classical geodetic methods
 PD0615.and adjusted by the National Geodetic Survey in March 1998..
 PD0615
 PD0615.The NAVD 88 height was computed by applying the VERTCON shift value to
 PD0615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PD0615
 PD0615.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0615
 PD0615.The geoid height was determined by GEOID03.
 PD0615
 PD0615;                    North         East     Units Scale Factor Converg.
 PD0615;SPC ME E     -   137,235.765   416,240.831   MT  1.00006610   +1 02 19.6
 PD0615;UTM  19      - 4,972,883.480   655,687.416   MT  0.99989806   +1 23 30.6
 PD0615
 PD0615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0615!SPC ME E     -   1.00000303  x   1.00006610  =   1.00006913
 PD0615!UTM  19      -   1.00000303  x   0.99989806  =   0.99990109
 PD0615
 PD0615                          SUPERSEDED SURVEY CONTROL
 PD0615
 PD0615  NAD 83(1992)-  44 53 32.46748(N)    067 01 42.04421(W) AD(       ) 3
 PD0615  NAD 83(1986)-  44 53 32.46641(N)    067 01 42.04300(W) AD(       ) 3
 PD0615  NGVD 29 (09/20/87)    3.4    (m)           11.     (f) VERT ANG       
 PD0615
 PD0615.Superseded values are not recommended for survey control.
 PD0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0615.See file dsdata.txt to determine how the superseded data were derived.
 PD0615
 PD0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5568772883(NAD 83)
 PD0615_MARKER: DD = SURVEY DISK
 PD0615_SETTING: 66 = SET IN ROCK OUTCROP
 PD0615_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 PD0615_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0615_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0615+STABILITY: POSITION/ELEVATION WELL
 PD0615
 PD0615  HISTORY     - Date     Condition        Report By
 PD0615  HISTORY     - 1985     MONUMENTED       NOS
 PD0615
 PD0615                          STATION DESCRIPTION
 PD0615
 PD0615'DESCRIBED BY NATIONAL OCEAN SERVICE 1985 (WVH)
 PD0615'THE STATION IS LOCATED ON THE NORTH END OF COOPERS ISLAND, 1.5 MILES
 PD0615'WEST OF ESTES HEAD AND 1.5 MILES SOUTHWEST OF THE EASTPORT AIRPORT.
 PD0615'
 PD0615'THE STATION WAS REACHED BY BOAT FROM LUBEC.
 PD0615'
 PD0615'THE STATION IS A NOS BRASS DISK STAMPED---COOP 1985---,
 PD0615'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK, FLUSH.
 PD0615'IT IS LOCATED, 11 METERS (36 FT) NORTH FROM AN 8 INCH BIRCH,
 PD0615'WITH WITNESS SIGN, 4.3 METERS (14 FT) NORTH FROM A 2 FOOT HIGH
 PD0615'BLUFF, IT IS APPROXIMATELY 3 FEET ABOVE HIGH WATER.
 PD0615'
 PD0615'HEIGHT OF LIGHT SHOWN WAS 1.3 METERS ABOVE THE MARK.
 PD0615'
 PD0615'DESCRIBED BY J.G.F.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0823 ***********************************************************************
 PD0823  DESIGNATION -  COOPER
 PD0823  PID         -  PD0823
 PD0823  STATE/COUNTY-  ME/WASHINGTON
 PD0823  USGS QUAD   -  EASTPORT (1977)
 PD0823
 PD0823                         *CURRENT SURVEY CONTROL
 PD0823  ___________________________________________________________________
 PD0823* NAD 83(1996)-  44 53 11.84087(N)    067 01 11.48952(W)     ADJUSTED  
 PD0823* NAVD 88     -        14.     (meters)      46.     (feet)  SCALED    
 PD0823  ___________________________________________________________________
 PD0823  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 PD0823  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 PD0823
 PD0823  HORZ ORDER  -  THIRD
 PD0823
 PD0823.The horizontal coordinates were established by classical geodetic methods
 PD0823.and adjusted by the National Geodetic Survey in March 1998..
 PD0823
 PD0823.The orthometric height was scaled from a topographic map.
 PD0823
 PD0823.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0823
 PD0823.The geoid height was determined by GEOID03.
 PD0823
 PD0823;                    North         East     Units Scale Factor Converg.
 PD0823;SPC ME E     -   136,610.975   416,922.806   MT  1.00006806   +1 02 40.8
 PD0823;UTM  19      - 4,972,263.009   656,373.112   MT  0.99990069   +1 23 51.6
 PD0823
 PD0823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0823!SPC ME E     -   1.00000135  x   1.00006806  =   1.00006942
 PD0823!UTM  19      -   1.00000135  x   0.99990069  =   0.99990204
 PD0823
 PD0823:                Primary Azimuth Mark                     Grid Az
 PD0823:SPC ME E     -  EASTPORT UNITARIAN CH SPIRE              052 30 38.2
 PD0823:UTM  19      -  EASTPORT UNITARIAN CH SPIRE              052 09 27.4
 PD0823
 PD0823|---------------------------------------------------------------------|
 PD0823| PID    Reference Object                     Distance      Geod. Az  |
 PD0823|                                                           dddmmss.s |
 PD0823| PD0776 EASTPORT UNITARIAN CH SPIRE         APPROX. 3.1 KM 0533319.0 |
 PD0823| CE7867 COOPER RM 1                                        17225     |
 PD0823|---------------------------------------------------------------------|
 PD0823
 PD0823                          SUPERSEDED SURVEY CONTROL
 PD0823
 PD0823  NAD 83(1992)-  44 53 11.83066(N)    067 01 11.49136(W) AD(       ) 3
 PD0823  NAD 83(1986)-  44 53 11.82732(N)    067 01 11.49638(W) AD(       ) 3
 PD0823  NAD 27      -  44 53 11.54300(N)    067 01 13.57100(W) AD(       ) 3
 PD0823
 PD0823.Superseded values are not recommended for survey control.
 PD0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0823.See file dsdata.txt to determine how the superseded data were derived.
 PD0823
 PD0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5637372263(NAD 83)
 PD0823_MARKER: Z = SEE DESCRIPTION
 PD0823_SETTING: 0 = UNSPECIFIED SETTING
 PD0823
 PD0823  HISTORY     - Date     Condition        Report By
 PD0823  HISTORY     - 1918     MONUMENTED       CGS
 PD0823  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0823
 PD0823                          STATION DESCRIPTION
 PD0823
 PD0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0823'STATION IS ON THE HIGHEST POINT OF ROUNDING KNOLL ON COOPER
 PD0823'POINT.  THE TOP OF THE HILL IS COVERED WITH BRUSH AND GRASS, AND
 PD0823'HILL IS COMPOSED OF DIRT AND LOOSE ROCK OVER THE LEDGE.
 PD0823'
 PD0823'THE STATION IS MARKED BY A BRONZE STATION MARK SET IN CEMENT IN
 PD0823'THE LEDGE AND SET FLUSH WITH THE GROUND.
 PD0823'
 PD0823'REFERENCE MARK 1 IS A BRONZE DISK REFERENCE MARK, WITH ARROW
 PD0823'POINTING TOWARDS THE STATION, SET IN CEMENT IN OUTCROPPING LEDGE.
 PD0823'
 PD0823'REFERENCE MARK 2 IS A WITNESS MARK, A TRIANGULAR BLAZE WITH
 PD0823'NAIL DRIVEN AT EACH APEX, CUT ON SIDE OF SPRUCE TREE FACING THE
 PD0823'STATION.
 PD0823'
 PD0823'NOT RECOVERED IN 1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1042 ***********************************************************************
 PD1042  DESIGNATION -  COOPER HILL ATT RELAY TWR
 PD1042  PID         -  PD1042
 PD1042  STATE/COUNTY-  ME/WASHINGTON
 PD1042  USGS QUAD   -  LAKE CATHANCE (1987)
 PD1042
 PD1042                         *CURRENT SURVEY CONTROL
 PD1042  ___________________________________________________________________
 PD1042* NAD 83(1996)-  44 59 10.64012(N)    067 27 57.91984(W)     ADJUSTED  
 PD1042* NAVD 88     -                                                        
 PD1042  ___________________________________________________________________
 PD1042  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 PD1042  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 PD1042
 PD1042  HORZ ORDER  -  THIRD
 PD1042
 PD1042.The horizontal coordinates were established by classical geodetic methods
 PD1042.and adjusted by the National Geodetic Survey in March 1998..
 PD1042
 PD1042
 PD1042.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1042
 PD1042.The geoid height was determined by GEOID03.
 PD1042
 PD1042;                    North         East     Units Scale Factor Converg.
 PD1042;SPC ME E     -   147,140.011   381,531.918   MT  0.99998171   +0 43 51.4
 PD1042;UTM  19      - 4,982,571.721   620,924.522   MT  0.99977981   +1 05 04.2
 PD1042
 PD1042                          SUPERSEDED SURVEY CONTROL
 PD1042
 PD1042  NAD 83(1992)-  44 59 10.63403(N)    067 27 57.91793(W) AD(       ) 4
 PD1042  NAD 83(1986)-  44 59 10.63174(N)    067 27 57.92250(W) AD(       ) 4
 PD1042  NAD 27      -  44 59 10.33870(N)    067 27 59.94118(W) AD(       ) 3
 PD1042
 PD1042.Superseded values are not recommended for survey control.
 PD1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1042.See file dsdata.txt to determine how the superseded data were derived.
 PD1042
 PD1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK2092582572(NAD 83)
 PD1042_MARKER: 45 = MICROWAVE TOWER
 PD1042
 PD1042  HISTORY     - Date     Condition        Report By
 PD1042  HISTORY     - 1960     FIRST OBSERVED   CGS
 PD1042  HISTORY     - 1985     GOOD             NOS
 PD1042
 PD1042                          STATION DESCRIPTION
 PD1042
 PD1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HRL)
 PD1042'STATION IS LOCATED ON THE HIGHEST HILL IN COOPER TOWNSHIP, KNOWN
 PD1042'LOCALLY AS COOPER HILL OR WESTERN RIDGE.  STATION IS CONSTRUCTED
 PD1042'OF STEEL, HAS FOUR LEGS, 312 FEET TALL AND PAINTED RED AND
 PD1042'WHITE.  THE POINT INTERSECTED WAS THE RED LIGHT ON TOP OF THE
 PD1042'TOWER.
 PD1042'
 PD1042'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE
 PD1042'HIGHWAY 191 IN EAST MACHIAS, GO NORTHERLY ON STATE HIGHWAY 191
 PD1042'FOR 10.2 MILES TO A FORK.  TAKE LEFT FORK AND CONTINUE ON STATE
 PD1042'HIGHWAY 191 FOR 5.65 MILES TO CATHANCE LAKE SUPPLY STORE ON
 PD1042'LEFT.  CONTINUE NORTH ON THE HIGHWAY FOR 3.4 MILES TO A SIDE
 PD1042'ROAD LEFT.  TURN LEFT AND GO WEST ON GRAVEL ROAD FOR 0.4 MILE
 PD1042'MILE TO THE STATION AS DESCRIBED.
 PD1042
 PD1042                          STATION RECOVERY (1985)
 PD1042
 PD1042'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1985 (WVH)
 PD1042'THE STATION WAS RECOVERED AT THIS DATE.
 PD1042'THE PREVIOUS DESCRIPTION IS ADEQUATE FOR RECOVERY.
 PD1042'
 PD1042'RECOVERED BY G.E.L.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1043 ***********************************************************************
 PD1043  DESIGNATION -  COOPER RM 1
 PD1043  PID         -  PD1043
 PD1043  STATE/COUNTY-  ME/WASHINGTON
 PD1043  USGS QUAD   -  LAKE CATHANCE (1987)
 PD1043
 PD1043                         *CURRENT SURVEY CONTROL
 PD1043  ___________________________________________________________________
 PD1043* NAD 83(1996)-  44 59 13.47369(N)    067 27 59.47588(W)     ADJUSTED  
 PD1043* NAVD 88     -       224.     (meters)     735.     (feet)  SCALED    
 PD1043  ___________________________________________________________________
 PD1043  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 PD1043  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 PD1043
 PD1043  HORZ ORDER  -  SECOND
 PD1043
 PD1043.The horizontal coordinates were established by classical geodetic methods
 PD1043.and adjusted by the National Geodetic Survey in March 1998..
 PD1043
 PD1043.The orthometric height was scaled from a topographic map.
 PD1043
 PD1043.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1043
 PD1043.The geoid height was determined by GEOID03.
 PD1043
 PD1043;                    North         East     Units Scale Factor Converg.
 PD1043;SPC ME E     -   147,227.040   381,496.718   MT  0.99998164   +0 43 50.4
 PD1043;UTM  19      - 4,982,658.513   620,888.793   MT  0.99977970   +1 05 03.2
 PD1043
 PD1043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD1043!SPC ME E     -   0.99996859  x   0.99998164  =   0.99995023
 PD1043!UTM  19      -   0.99996859  x   0.99977970  =   0.99974830
 PD1043
 PD1043:                Primary Azimuth Mark                     Grid Az
 PD1043:SPC ME E     -  TRESCOTT ROCK                            130 58 54.6
 PD1043:UTM  19      -  TRESCOTT ROCK                            130 37 41.8
 PD1043
 PD1043|---------------------------------------------------------------------|
 PD1043| PID    Reference Object                     Distance      Geod. Az  |
 PD1043|                                                           dddmmss.s |
 PD1043| PD0894 TRESCOTT ROCK                       APPROX.38.0 KM 1314245.0 |
 PD1043| CE7869 COOPER RM 2 RESET                                  14127     |
 PD1043| PD1042 COOPER HILL ATT RELAY TWR            93.879 METERS 15843     |
 PD1043| PD1041 COOPER=WESTERN RIDGE                 19.841 METERS 22341     |
 PD1043|---------------------------------------------------------------------|
 PD1043
 PD1043                          SUPERSEDED SURVEY CONTROL
 PD1043
 PD1043  NAD 83(1992)-  44 59 13.46880(N)    067 27 59.47466(W) AD(       ) 2
 PD1043  NAD 83(1986)-  44 59 13.46875(N)    067 27 59.48031(W) AD(       ) 2
 PD1043  NAD 27      -  44 59 13.19179(N)    067 28 01.50754(W) AD(       ) 2
 PD1043
 PD1043.Superseded values are not recommended for survey control.
 PD1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1043.See file dsdata.txt to determine how the superseded data were derived.
 PD1043
 PD1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK2088982659(NAD 83)
 PD1043_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PD1043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PD1043_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PD1043_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD1043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD1043+STABILITY: SURFACE MOTION
 PD1043
 PD1043  HISTORY     - Date     Condition        Report By
 PD1043  HISTORY     - 1960     MONUMENTED       CGS
 PD1043  HISTORY     - 1985     GOOD             NOS
 PD1043
 PD1043                          STATION DESCRIPTION
 PD1043
 PD1043'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HRL)
 PD1043'THE STATION IS REFERENCE MARK NO. 1 FOR COOPER 1859 AND WAS
 PD1043'OCCUPIED BECAUSE OF THE PRESENCE OF A LOOKOUT TOWER OF THE
 PD1043'MAINE FOREST SERVICE OVER STATION COOPER 1859.  TO REACH THE
 PD1043'STATION FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND STATE
 PD1043'HIGHWAY 191 IN EAST MACHIAS, GO NORTH ON STATE HIGHWAY 191
 PD1043'FOR 10.2 MILES TO A FORK.  TAKE LEFT FORK AND CONTINUE NORTH ON
 PD1043'STATE HIGHWAY 191 FOR 5.65 MILES TO C.A. JOHNSONS CATHANCE LAKE
 PD1043'SUPPLY STORE ON LEFT.  CONTINUE NORTH ON THE HIGHWAY FOR 3.4
 PD1043'MILES TO A SIDE ROAD LEFT.  TURN LEFT AND FOLLOW GRAVEL ROAD
 PD1043'WEST FOR 0.35 MILE TO THE LOOKOUT TOWER AND THE STATION.
 PD1043'STATION IS 65 FEET NORTHEAST OF THE LOOKOUT TOWER, 95 FEET
 PD1043'SOUTHEAST OF A SMALL RADIO MAST (NOT TO BE CONFUSED WITH A MUCH
 PD1043'LARGER MICRO-WAVE TOWER WHICH IS NEARBY), AND 110 FEET
 PD1043'NORTHWEST OF THE FORK IN THE ROAD WHERE A DRIVE LEADS TO
 PD1043'BOTH THE MICRO-WAVE TOWER AND THE LOOKOUT TOWER.  STATION IS A
 PD1043'STANDARD REFERENCE DISK SET IN A 12X12 INCH CONCRETE
 PD1043'MONUMENT PROJECTING 4 INCHES ABOVE THE GROUND.  THE DISK IS
 PD1043'STAMPED COOPER NO 1 1859 1913.
 PD1043'
 PD1043'THE STATION COOPER 1859 IS A COOPER BOLT SET INTO BEDROCK
 PD1043'UNDERNEATH AND IN THE APPROXIMATE CENTER OF THE LOOKOUT TOWER.  THE
 PD1043'DISTANCE BETWEEN COOPER 1859 AND COPPER R.M. 1 WAS TRAVERSED AND
 PD1043'IS LISTED ABOVE.
 PD1043'
 PD1043'REFERENCE MARK NO. 2 IS 25 FEET EAST OF THE LOOKOUT TOWER
 PD1043'AND 51 FEET NORTHWEST OF THE FORK IN THE ROAD WHERE A DRIVE
 PD1043'LEADS TO BOTH THE MICRO-WAVE TOWER AND THE LOOKOUT TOWER.  IT
 PD1043'IS A STANDARD REFERENCE DISK SET IN A 12X12 INCH CONCRETE
 PD1043'MONUMENT PROJECTING 4 INCHES ABOVE THE GROUND.  THE DISK IS
 PD1043'STAMPED COOPER NO 2 1859 1913.
 PD1043'
 PD1043'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 PD1043
 PD1043                          STATION RECOVERY (1985)
 PD1043
 PD1043'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1985 (WVH)
 PD1043'THE STATION WAS RECOVERED AT THIS DATE.
 PD1043'IT IS JUST WEST OF A GRAY SHACK WITH GREEN TRIM.
 PD1043'
 PD1043'RECOVERED BY G.E.L.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1041 ***********************************************************************
 PD1041  DESIGNATION -  COOPER=WESTERN RIDGE
 PD1041  PID         -  PD1041
 PD1041  STATE/COUNTY-  ME/WASHINGTON
 PD1041  USGS QUAD   -  LAKE CATHANCE (1987)
 PD1041
 PD1041                         *CURRENT SURVEY CONTROL
 PD1041  ___________________________________________________________________
 PD1041* NAD 83(1996)-  44 59 13.00887(N)    067 28 00.10139(W)     ADJUSTED  
 PD1041* NAVD 88     -       223.8    (meters)     734.     (feet)  VERTCON   
 PD1041  ___________________________________________________________________
 PD1041  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 PD1041  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 PD1041
 PD1041  HORZ ORDER  -  FIRST
 PD1041
 PD1041.The horizontal coordinates were established by classical geodetic methods
 PD1041.and adjusted by the National Geodetic Survey in March 1998..
 PD1041
 PD1041.The NAVD 88 height was computed by applying the VERTCON shift value to
 PD1041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PD1041
 PD1041.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1041
 PD1041.The geoid height was determined by GEOID03.
 PD1041
 PD1041;                    North         East     Units Scale Factor Converg.
 PD1041;SPC ME E     -   147,212.517   381,483.199   MT  0.99998162   +0 43 49.9
 PD1041;UTM  19      - 4,982,643.910   620,875.367   MT  0.99977966   +1 05 02.7
 PD1041
 PD1041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD1041!SPC ME E     -   0.99996859  x   0.99998162  =   0.99995021
 PD1041!UTM  19      -   0.99996859  x   0.99977966  =   0.99974826
 PD1041
 PD1041:                Primary Azimuth Mark                     Grid Az
 PD1041:SPC ME E     -  NORTHFIELD USGS 1928                     204 26 29.7
 PD1041:UTM  19      -  NORTHFIELD USGS 1928                     204 05 16.9
 PD1041
 PD1041|---------------------------------------------------------------------|
 PD1041| PID    Reference Object                     Distance      Geod. Az  |
 PD1041|                                                           dddmmss.s |
 PD1041| PD1089 NORTHFIELD USGS 1928                APPROX.20.9 KM 2051019.6 |
 PD1041| CE7866 COOPER AZ MK                                       3571013.8 |
 PD1041|---------------------------------------------------------------------|
 PD1041
 PD1041                          SUPERSEDED SURVEY CONTROL
 PD1041
 PD1041  NAD 83(1992)-  44 59 13.00398(N)    067 28 00.10017(W) AD(       ) 1
 PD1041  NAD 83(1986)-  44 59 13.00384(N)    067 28 00.10595(W) AD(       ) 1
 PD1041  NAD 27      -  44 59 12.72700(N)    067 28 02.13300(W) AD(       ) 1
 PD1041  NGVD 29 (07/19/86)  224.0    (m)          735.     (f) VERT ANG       
 PD1041
 PD1041.Superseded values are not recommended for survey control.
 PD1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1041.See file dsdata.txt to determine how the superseded data were derived.
 PD1041
 PD1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK2087582644(NAD 83)
 PD1041_MARKER: B = BOLT
 PD1041_SETTING: 66 = SET IN ROCK OUTCROP
 PD1041_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 PD1041_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD1041_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD1041+STABILITY: POSITION/ELEVATION WELL
 PD1041
 PD1041  HISTORY     - Date     Condition        Report By
 PD1041  HISTORY     - 1859     MONUMENTED       CGS
 PD1041  HISTORY     - 1913     GOOD             CGS
 PD1041  HISTORY     - 1955     GOOD             CGS
 PD1041  HISTORY     - 1960     GOOD             CGS
 PD1041  HISTORY     - 1985     GOOD             NOS
 PD1041
 PD1041                          STATION DESCRIPTION
 PD1041
 PD1041'DESCRIBED BY COAST AND GEODETIC SURVEY 1859
 PD1041'STATION COOPER 1859 IS A COOPER BOLT SET INTO BEDROCK
 PD1041'UNDERNEATH AND IN THE APPROXIMATE CENTER OF THE LOOKOUT TOWER.  THE
 PD1041'DISTANCE BETWEEN COOPER 1859 AND COPPER R.M. 1 WAS TRAVERSED.
 PD1041
 PD1041                          STATION RECOVERY (1913)
 PD1041
 PD1041'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1913
 PD1041'STATION IS ON THE HIGHEST HILL IN THE TOWNSHIP OF COPPER, KNOWN
 PD1041'AS WESTERN RIDGE OR COOPER HILL.  THE HILL IS ABOUT 750 FEET
 PD1041'HIGH AND COVERED WITH TIMBER.  A FIRE LOOKOUT TOWER IS BUILT
 PD1041'DIRECTLY OVER THE STATION.
 PD1041'
 PD1041'STATION MARK IS A COPPER BOLT SET IN A HOLE IN THE ROCK.  A
 PD1041'COPPER BOLT MARKING THE OLD LATITUDE STATION OF 1859, SET IN THE
 PD1041'SOLID LEDGE OF ROCK, IS 14.0 METERS W AND 1.3 METERS S.  DRILL
 PD1041'HOLES IN ROCKS ARE AT THE FOLLOWING RANGES AND DISTANCES FROM
 PD1041'THE MARK--IN RANGE WITH CHAMCOOK, 3.84 METERS.  PRINCE REGENTS
 PD1041'REDOUBT, 4.48 AND 40.81 METERS.  GRAND MANAN, 4.27 AND 37.55
 PD1041'METERS.  AND TRESCOTT ROCK, 3.66 METERS.
 PD1041
 PD1041                          STATION RECOVERY (1955)
 PD1041
 PD1041'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HSS)
 PD1041'STATION RECOVERED IN GOOD CONDITION, THE COPPER BOLT
 PD1041'BEING FIRMLY IN PLACE, BUT NO ATTEMPT WAS MADE TO FIND
 PD1041'THE SEVERAL RANGE HOLES.  THE WOODEN FIRE LOOKOUT TOWER
 PD1041'MENTIONED IN PREVIOUS RECOVERY NOTES WAS REPLACED IN 1937 BY A
 PD1041'STEEL TOWER CENTERED, WITHIN A FOOT OR SO, OVER THE STATION.  A
 PD1041'CAR MAY BE DRIVEN DIRECTLY TO THE STATION FROM ROUTE 191 OVER
 PD1041'A ROAD WHICH WAS BUILT IN 1955 TO GIVE ACCESS TO A MICROWAVE
 PD1041'RADIO STATION NEARBY.  A 300-FOOT RADIO MAST WAS SOON TO BE
 PD1041'ERECTED, WITH ITS CENTER ABOUT 250 FEET A LITTLE EAST OF
 PD1041'SOUTH FROM THE TRIANGULATION STATION.
 PD1041
 PD1041                          STATION RECOVERY (1960)
 PD1041
 PD1041'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HRL)
 PD1041'THE STATION WAS RECOVERED AS DESCRIBED.  THE COPPER BOLT MARKING
 PD1041'THE STATION WAS FOUND IN GOOD CONDITION AT THE APPROXIMATE
 PD1041'CENTER OF THE LOOKOUT TOWER OF THE MAINE FOREST SERVICE.  BECAUSE
 PD1041'OF THE PRESENCE OF THIS TOWER AN ECCENTRIC SITE (COOPER RM 1)
 PD1041'WAS OCCUPIED.  REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 PD1041'ESTABLISHED.
 PD1041'
 PD1041'THE STATION IS REACHED AS FOLLOWS--FROM THE JUNCTION OF
 PD1041'U.S. HIGHWAY 1 AND STATE HIGHWAY 191 IN EAST MACHIAS, GO NORTH
 PD1041'ON STATE HIGHWAY 191 FOR 10.2 MILES.  KEEP LEFT FORK AND
 PD1041'CONTINUE NORTH ON STATE HIGHWAY 191 FOR 5.65 MILES TO
 PD1041'C.A. JOHNSONS CATHANCE LAKE SUPPLY STORE ON LEFT.  CONTINUE NORTH
 PD1041'ON THE HIGHWAY FOR 3.4 MILES TO A SIDE ROAD LEFT.  TURN LEFT
 PD1041'AND FOLLOW GRAVEL ROAD WEST FOR 0.35 MILE TO THE LOOKOUT TOWER
 PD1041'AND THE STATION.
 PD1041'
 PD1041'REFERENCE MARK NO. 1, IS A STANDARD DISK SET IN A 12X12
 PD1041'CONCRETE MONUMENT WHICH PROJECTS 4 INCHES ABOVE GROUND.  THE
 PD1041'DISK IS STAMPED COOPER NO 1 1859 1913.
 PD1041'
 PD1041'REFERENCE MARK NO. 2, IS A STANDARD DISK SET IN A 12X12
 PD1041'CONCRETE MONUMENT WHICH PROJECTS 4 INCHES ABOVE GROUND.  THE
 PD1041'DISK IS STAMPED COOPER NO 2 1859 1913.
 PD1041'
 PD1041'THE DISTANCE BETWEEN THE STATION AND REFERENCE MARK NO. 1
 PD1041'WAS TRAVERSED AND IS 65.09 FEET OR 19.841 METERS.  THE DISTANCE
 PD1041'BETWEEN THE STATION AND REFERENCE MARK NO. 2 IS 82.13 FEET OR
 PD1041'25.034 METERS.
 PD1041
 PD1041                          STATION RECOVERY (1985)
 PD1041
 PD1041'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1985 (WVH)
 PD1041'THE STATION WAS RECOVERED AT THIS DATE.
 PD1041'REFERENCE MARK 1 WAS ALSO RECOVERED BUT REFERENCE MARK 2 WAS NOT.
 PD1041'TREES SURROUND THIS STATION, THEREFORE THERE IS NO VIEW FROM THE
 PD1041'GROUND.
 PD1041'
 PD1041'RECOVERED BY G.E.L.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1142 ***********************************************************************
 PD1142  DESIGNATION -  COOS 1949
 PD1142  PID         -  PD1142
 PD1142  STATE/COUNTY-  ME/WASHINGTON
 PD1142  USGS QUAD   -  COLUMBIA FALLS (1977)
 PD1142
 PD1142                         *CURRENT SURVEY CONTROL
 PD1142  ___________________________________________________________________
 PD1142* NAD 83(1996)-  44 38 22.44352(N)    067 43 48.19122(W)     ADJUSTED  
 PD1142* NAVD 88     -        59.     (meters)     194.     (feet)  SCALED    
 PD1142  ___________________________________________________________________
 PD1142  LAPLACE CORR-           4.22  (seconds)                    DEFLEC99
 PD1142  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 PD1142
 PD1142  HORZ ORDER  -  THIRD
 PD1142
 PD1142.The horizontal coordinates were established by classical geodetic methods
 PD1142.and adjusted by the National Geodetic Survey in March 1998..
 PD1142
 PD1142.The orthometric height was scaled from a topographic map.
 PD1142
 PD1142.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1142
 PD1142.The geoid height was determined by GEOID03.
 PD1142
 PD1142;                    North         East     Units Scale Factor Converg.
 PD1142;SPC ME E     -   108,381.688   361,081.195   MT  0.99994587   +0 32 27.7
 PD1142;UTM  19      - 4,943,696.547   600,716.892   MT  0.99972474   +0 53 32.6
 PD1142
 PD1142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD1142!SPC ME E     -   0.99999445  x   0.99994587  =   0.99994032
 PD1142!UTM  19      -   0.99999445  x   0.99972474  =   0.99971919
 PD1142
 PD1142:                Primary Azimuth Mark                     Grid Az
 PD1142:SPC ME E     -  MT MITTEN FIRE TOWER 1949                027 30 25.1
 PD1142:UTM  19      -  MT MITTEN FIRE TOWER 1949                027 09 20.2
 PD1142
 PD1142|---------------------------------------------------------------------|
 PD1142| PID    Reference Object                     Distance      Geod. Az  |
 PD1142|                                                           dddmmss.s |
 PD1142| PD1139 MT MITTEN FIRE TOWER 1949           APPROX.10.4 KM 0280252.8 |
 PD1142| PD1143 HORIZ TEST PT 1 1949                109.942 METERS 13816     |
 PD1142| PD1156 ADDISON WHITE CHURCH BELFRY         APPROX. 3.2 KM 2172346.3 |
 PD1142| PD1144 EPPING WHITE CHURCH BELFRY          APPROX. 6.2 KM 3205402.0 |
 PD1142|---------------------------------------------------------------------|
 PD1142
 PD1142                          SUPERSEDED SURVEY CONTROL
 PD1142
 PD1142  NAD 83(1992)-  44 38 22.44023(N)    067 43 48.18989(W) AD(       ) 3
 PD1142  NAD 83(1986)-  44 38 22.43626(N)    067 43 48.19297(W) AD(       ) 3
 PD1142  NAD 27      -  44 38 22.15000(N)    067 43 50.21100(W) AD(       ) 3
 PD1142
 PD1142.Superseded values are not recommended for survey control.
 PD1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1142.See file dsdata.txt to determine how the superseded data were derived.
 PD1142
 PD1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK0071743697(NAD 83)
 PD1142
 PD1142  HISTORY     - Date     Condition        Report By
 PD1142  HISTORY     - 1949     MONUMENTED       CGS
 PD1142
 PD1142                          STATION DESCRIPTION
 PD1142
 PD1142'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (ERM)
 PD1142'STATION IS LOCATED APPROXIMATELY 1 MILE S OF COLUMBIA FALLS.
 PD1142'
 PD1142'TO REACH STATION FROM COLUMBIA FALLS, GO 0.7 MILE ALONG ADDISON
 PD1142'ROAD TO FIELD ROAD AT TOP OF RIDGE OPPOSITE RESIDENCE OF EVERETT
 PD1142'B. ALLEN, THENCE ALONG FIELD ROAD SE 0.3 MILE TO STATION.
 PD1142'
 PD1142'STATION MARK IS A STANDARD TOPOGRAPHIC DISK, STAMPED COOS, SET
 PD1142'IN ROCK 6 INCHES ABOVE GROUND, 15 FEET S OF ROAD, 42 FEET E OF
 PD1142'POINT OF WOODS, AND 225 FEET W OF CLUMP OF TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0265 ***********************************************************************
 PD0265  DESIGNATION -  COREA
 PD0265  PID         -  PD0265
 PD0265  STATE/COUNTY-  ME/HANCOCK
 PD0265  USGS QUAD   -  PETIT MANAN POINT (1977)
 PD0265
 PD0265                         *CURRENT SURVEY CONTROL
 PD0265  ___________________________________________________________________
 PD0265* NAD 83(1996)-  44 24 11.75479(N)    067 58 38.43077(W)     ADJUSTED  
 PD0265* NAVD 88     -        20.106  (meters)      65.96   (feet)  ADJUSTED  
 PD0265  ___________________________________________________________________
 PD0265  LAPLACE CORR-           3.45  (seconds)                    DEFLEC99
 PD0265  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 PD0265  DYNAMIC HT  -          20.105 (meters)      65.96  (feet)  COMP
 PD0265  MODELED GRAV-     980,568.9   (mgal)                       NAVD 88
 PD0265
 PD0265  HORZ ORDER  -  SECOND
 PD0265  VERT ORDER  -  SECOND    CLASS 0
 PD0265
 PD0265.The horizontal coordinates were established by classical geodetic methods
 PD0265.and adjusted by the National Geodetic Survey in March 1998..
 PD0265
 PD0265.The orthometric height was determined by differential leveling
 PD0265.and adjusted by the National Geodetic Survey in June 1991..
 PD0265
 PD0265.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0265
 PD0265.The geoid height was determined by GEOID03.
 PD0265
 PD0265.The dynamic height is computed by dividing the NAVD 88
 PD0265.geopotential number by the normal gravity value computed on the
 PD0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0265.degrees latitude (g = 980.6199 gals.).
 PD0265
 PD0265.The modeled gravity was interpolated from observed gravity values.
 PD0265
 PD0265;                    North         East     Units Scale Factor Converg.
 PD0265;SPC ME E     -    81,970.299   341,631.290   MT  0.99992131   +0 21 56.6
 PD0265;UTM  19      - 4,917,172.740   581,433.425   MT  0.99968155   +0 42 56.1
 PD0265
 PD0265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0265!SPC ME E     -   1.00000056  x   0.99992131  =   0.99992187
 PD0265!UTM  19      -   1.00000056  x   0.99968155  =   0.99968211
 PD0265
 PD0265|---------------------------------------------------------------------|
 PD0265| PID    Reference Object                     Distance      Geod. Az  |
 PD0265|                                                           dddmmss.s |
 PD0265| PD0266 COREA RM 1                            9.814 METERS 00357     |
 PD0265| PD1087 PETIT MANAN POINT WATCH TOWER       APPROX. 7.4 KM 0622912.6 |
 PD0265| PD0264 COREA RM 2                            8.562 METERS 07045     |
 PD0265| PD1077 COREA CHURCH SPIRE                  182.672 METERS 16053     |
 PD0265| PE1755 PROSPECT HARBOR TALL WHITE CH       APPROX. 4.0 KM 2750136.2 |
 PD0265|---------------------------------------------------------------------|
 PD0265
 PD0265                          SUPERSEDED SURVEY CONTROL
 PD0265
 PD0265  NAD 83(1992)-  44 24 11.75167(N)    067 58 38.43574(W) AD(       ) 2
 PD0265  NAD 83(1986)-  44 24 11.74895(N)    067 58 38.44048(W) AD(       ) 2
 PD0265  NAD 27      -  44 24 11.45900(N)    067 58 40.43200(W) AD(       ) 2
 PD0265  NGVD 29 (??/??/92)   20.304  (m)           66.61   (f) ADJ UNCH    2 0
 PD0265
 PD0265.Superseded values are not recommended for survey control.
 PD0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0265.See file dsdata.txt to determine how the superseded data were derived.
 PD0265
 PD0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK8143317173(NAD 83)
 PD0265_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PD0265_SETTING: 66 = SET IN ROCK OUTCROP
 PD0265_SP_SET: ROCK OUTCROP
 PD0265_STAMPING: COREA 1934
 PD0265_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0265_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0265+STABILITY: POSITION/ELEVATION WELL
 PD0265
 PD0265  HISTORY     - Date     Condition        Report By
 PD0265  HISTORY     - 1934     MONUMENTED       CGS
 PD0265  HISTORY     - 1962     GOOD             NGS
 PD0265  HISTORY     - 1970     SEE DESCRIPTION  NGS
 PD0265  HISTORY     - 1986     GOOD             NOS
 PD0265
 PD0265                          STATION DESCRIPTION
 PD0265
 PD0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PD0265'STATION IS ON THE HIGHEST LAND IN THE TOWN OF COREA AT INDIAN
 PD0265'HARBOR, 6 MILES WNW OF PETIT MANAN LIGHTHOUSE.  THE LAND IS OWNED BY
 PD0265'AMOS DAY OF PASSADOMKEAG, MAINE.
 PD0265'
 PD0265'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN
 PD0265'DRILL HOLES IN OUTCROPPING BEDROCK.
 PD0265'
 PD0265'THE STATION IS ABOUT 120 FEET W OF CENTER LINE OF ROAD AND
 PD0265'ABOUT 175 FEET NNW OF N END OF SCHOOLHOUSE.  I BELIEVE THERE IS A
 PD0265'SLIGHTLY HIGHER LEDGE 75 FEET WNW OF THE STATION.
 PD0265'
 PD0265'REFERENCE MARK NO. 1 IS 32.20 FEET NNE OF STATION AND 26 FEET
 PD0265'NNE OF THE MOST NE ANCHOR BOLT AND 31 FEET NE OF NW ANCHOR BOLT.
 PD0265'
 PD0265'REFERENCE MARK NO. 2 IS E OF STATION AND 24.6 FEET E OF MOST
 PD0265'NE ANCHOR BOLT AND 23.6 FEET ENE OF SE ANCHOR BOLT.
 PD0265'
 PD0265'REACHED FROM PROSPECT HARBOR BY TAKING GRAVEL ROAD SE FROM
 PD0265'FLAGPOLE AND FOLLOW ROAD 2.8 MILES TO STATION AND VILLAGE.
 PD0265'
 PD0265'A 20-FOOT SIGNAL WAS USED AND 7 3/4-INCH ANCHOR BOLTS WERE USED.
 PD0265'
 PD0265'NOTE--FROM LETTER--MR. CARROLL F. MERRIAM, PA. WATER AND
 PD0265'POWER COMPANY, BALTIMORE, MD., DATED AUGUST 20, 1940.
 PD0265'
 PD0265'AT COREA THE MARKER AND REFERENCE MARKS WERE IN GOOD CONDITION
 PD0265'ALTHOUGH THE WOODEN TOWER HAS DISAPPEARED.
 PD0265
 PD0265                          STATION RECOVERY (1962)
 PD0265
 PD0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 PD0265'2.8 MI SE FROM PROSPECT HARBOR.
 PD0265'2.85 MILES SOUTHEAST ON STATE HIGHWAY 195 FROM THE POST OFFICE
 PD0265'AT PROSPECT HARBOR.  0.15 MILE NORTH OF THE BAPTIST CHURCH AT
 PD0265'COREA, 120 FEET WEST OF THE CENTER LINE OF HIGHWAY 195, 32.5
 PD0265'FEET SOUTH-SOUTHWEST OF RM NO 1, 27.9 FEET WEST OF RM NO 2 AND
 PD0265'3 FEET ABOVE THE HIGHWAY.  SET IN A DRILL HOLE IN THE TOP OF A
 PD0265'LARGE ROCK OUTCROP, IN THE CENTER OF ANCHOR BOLTS THAT WERE PART
 PD0265'OF A TOWER AND AT ABOUT THE HIGHEST POINT IN THE TOWN OF COREA.
 PD0265
 PD0265                          STATION RECOVERY (1970)
 PD0265
 PD0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 PD0265'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION, AS
 PD0265'PREVIOUSLY DESCRIBED.  IT IS 135 FEET EAST OF POWER POLE NO. 19-81
 PD0265'AND 120 FEET EAST OF CENTER LINE OF MACADAM ROAD, IN AN OPEN,
 PD0265'BEDROCK AREA AMONG 20-FOOT-TALL PINES.
 PD0265'
 PD0265'THE ORIGINAL DESCRIPTION TO REACH IS ADEQUATE.
 PD0265'
 PD0265'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PD0265'AT COREA.
 PD0265
 PD0265                          STATION RECOVERY (1986)
 PD0265
 PD0265'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1986 (JED)
 PD0265'THE STATION WAS RECOVERED AT THIS DATE.
 PD0265'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED
 PD0265'IN GOOD CONDITION.
 PD0265'THE 1970 DESCRIPTION IS ADEQUATE.
 PD0265'
 PD0265'RECOVERED BY JMK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1077 ***********************************************************************
 PD1077  DESIGNATION -  COREA CHURCH SPIRE
 PD1077  PID         -  PD1077
 PD1077  STATE/COUNTY-  ME/HANCOCK
 PD1077  USGS QUAD   -  PETIT MANAN POINT (1977)
 PD1077
 PD1077                         *CURRENT SURVEY CONTROL
 PD1077  ___________________________________________________________________
 PD1077* NAD 83(1996)-  44 24 06.16299(N)    067 58 35.72748(W)     ADJUSTED  
 PD1077* NAVD 88     -                                                        
 PD1077  ___________________________________________________________________
 PD1077  LAPLACE CORR-           3.45  (seconds)                    DEFLEC99
 PD1077  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 PD1077
 PD1077  HORZ ORDER  -  THIRD
 PD1077
 PD1077.The horizontal coordinates were established by classical geodetic methods
 PD1077.and adjusted by the National Geodetic Survey in March 1998..
 PD1077
 PD1077
 PD1077.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1077
 PD1077.The geoid height was determined by GEOID03.
 PD1077
 PD1077;                    North         East     Units Scale Factor Converg.
 PD1077;SPC ME E     -    81,798.098   341,692.206   MT  0.99992137   +0 21 58.4
 PD1077;UTM  19      - 4,917,000.955   581,495.376   MT  0.99968168   +0 42 58.0
 PD1077
 PD1077                          SUPERSEDED SURVEY CONTROL
 PD1077
 PD1077  NAD 83(1992)-  44 24 06.15988(N)    067 58 35.73242(W) AD(       ) 4
 PD1077  NAD 83(1986)-  44 24 06.15717(N)    067 58 35.73718(W) AD(       ) 4
 PD1077  NAD 27      -  44 24 05.86500(N)    067 58 37.72500(W) AD(       ) 3
 PD1077
 PD1077.Superseded values are not recommended for survey control.
 PD1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1077.See file dsdata.txt to determine how the superseded data were derived.
 PD1077
 PD1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK8149517001(NAD 83)
 PD1077_MARKER: 90 = CHURCH SPIRE
 PD1077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PD1077+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2003
 PD1077
 PD1077  HISTORY     - Date     Condition        Report By
 PD1077  HISTORY     - 1902     FIRST OBSERVED   CGS
 PD1077  HISTORY     - 1934     GOOD             CGS
 PD1077  HISTORY     - 1945     GOOD             CGS
 PD1077  HISTORY     - 1965     GOOD             CGS
 PD1077  HISTORY     - 20030505 GOOD             USPSQD
 PD1077
 PD1077                          STATION DESCRIPTION
 PD1077
 PD1077'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PD1077'THE WHITE SPIRE OF THE BAPTIST CHURCH IN THE TOWN OF COREA.
 PD1077
 PD1077                          STATION RECOVERY (1945)
 PD1077
 PD1077'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (FLP)
 PD1077'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION
 PD1077'IS ADEQUATE EXCEPT THAT THE CHURCH IS 34 METERS W OF ROAD,
 PD1077'ABOUT 125 METERS S OF SCHOOLHOUSE, HAS A STONE FOUNDATION,
 PD1077'AND THE STEEPLE IS ABOUT 3 METERS SW OF THE S GABLE.
 PD1077
 PD1077                          STATION RECOVERY (1965)
 PD1077
 PD1077'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (NCS)
 PD1077'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1934 AND 1945.
 PD1077'
 PD1077'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PD1077'AT COREA.
 PD1077
 PD1077                          STATION RECOVERY (2003)
 PD1077
 PD1077'RECOVERY NOTE BY US POWER SQUADRON 2003 (SWL)
 PD1077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0266 ***********************************************************************
 PD0266  DESIGNATION -  COREA RM 1
 PD0266  PID         -  PD0266
 PD0266  STATE/COUNTY-  ME/HANCOCK
 PD0266  USGS QUAD   -  PETIT MANAN POINT (1977)
 PD0266
 PD0266                         *CURRENT SURVEY CONTROL
 PD0266  ___________________________________________________________________
 PD0266* NAD 83(1986)-  44 24 11.     (N)    067 58 38.     (W)     SCALED    
 PD0266* NAVD 88     -        20.091  (meters)      65.92   (feet)  ADJUSTED  
 PD0266  ___________________________________________________________________
 PD0266  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 PD0266  DYNAMIC HT  -          20.090 (meters)      65.91  (feet)  COMP
 PD0266  MODELED GRAV-     980,568.9   (mgal)                       NAVD 88
 PD0266
 PD0266  VERT ORDER  -  SECOND    CLASS 0
 PD0266
 PD0266.The horizontal coordinates were scaled from a topographic map and have
 PD0266.an estimated accuracy of +/- 6 seconds.
 PD0266
 PD0266.The orthometric height was determined by differential leveling
 PD0266.and adjusted by the National Geodetic Survey in June 1991..
 PD0266
 PD0266.The geoid height was determined by GEOID03.
 PD0266
 PD0266.The dynamic height is computed by dividing the NAVD 88
 PD0266.geopotential number by the normal gravity value computed on the
 PD0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0266.degrees latitude (g = 980.6199 gals.).
 PD0266
 PD0266.The modeled gravity was interpolated from observed gravity values.
 PD0266
 PD0266;                    North         East    Units  Estimated Accuracy
 PD0266;SPC ME E     -    81,950.      341,640.      MT  (+/- 180 meters Scaled)
 PD0266
 PD0266                          SUPERSEDED SURVEY CONTROL
 PD0266
 PD0266  NGVD 29 (??/??/92)   20.290  (m)           66.57   (f) ADJ UNCH    2 0
 PD0266
 PD0266.Superseded values are not recommended for survey control.
 PD0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0266.See file dsdata.txt to determine how the superseded data were derived.
 PD0266
 PD0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK814171(NAD 83)
 PD0266_MARKER: DR = REFERENCE MARK DISK
 PD0266_SETTING: 66 = SET IN ROCK OUTCROP
 PD0266_SP_SET: ROCK OUTCROP
 PD0266_STAMPING: COREA NO 1 1934
 PD0266_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0266+STABILITY: POSITION/ELEVATION WELL
 PD0266
 PD0266  HISTORY     - Date     Condition        Report By
 PD0266  HISTORY     - 1934     MONUMENTED       CGS
 PD0266  HISTORY     - 1962     GOOD             NGS
 PD0266
 PD0266                          STATION DESCRIPTION
 PD0266
 PD0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PD0266'2.8 MI SE FROM PROSPECT HARBOR.
 PD0266'2.85 MILE SOUTHEAST ON STATE HIGHWAY 195 FROM THE POST OFFICE AT
 PD0266'PROSPECT HARBOR.  0.15 MILE NORTH OF THE BAPTIST CHURCH IN
 PD0266'COREA, 102 FEET WEST OF THE CENTER LINE OF HIGHWAY 195, 32.2
 PD0266'FEET NORTH-NORTHEAST OF TRIANGULATION STATION COREA, 31 FEET
 PD0266'NORTHEAST OF THE NORTHWEST ANCHOR BOLT, 26 FEET NORTH-NORTHEAST
 PD0266'OF THE NORTHEASTERN MOST ANCHOR BOLT AND 3 FEET ABOVE THE
 PD0266'HIGHWAY.  SET IN A DRILL HOLE IN THE TOP OF A ROCK OUTCROP AT
 PD0266'THE HIGHEST POINT IN THE TOWN OF COREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0264 ***********************************************************************
 PD0264  DESIGNATION -  COREA RM 2
 PD0264  PID         -  PD0264
 PD0264  STATE/COUNTY-  ME/HANCOCK
 PD0264  USGS QUAD   -  PETIT MANAN POINT (1977)
 PD0264
 PD0264                         *CURRENT SURVEY CONTROL
 PD0264  ___________________________________________________________________
 PD0264* NAD 83(1986)-  44 24 11.     (N)    067 58 38.     (W)     SCALED    
 PD0264* NAVD 88     -        20.123  (meters)      66.02   (feet)  ADJUSTED  
 PD0264  ___________________________________________________________________
 PD0264  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 PD0264  DYNAMIC HT  -          20.122 (meters)      66.02  (feet)  COMP
 PD0264  MODELED GRAV-     980,568.9   (mgal)                       NAVD 88
 PD0264
 PD0264  VERT ORDER  -  SECOND    CLASS 0
 PD0264
 PD0264.The horizontal coordinates were scaled from a topographic map and have
 PD0264.an estimated accuracy of +/- 6 seconds.
 PD0264
 PD0264.The orthometric height was determined by differential leveling
 PD0264.and adjusted by the National Geodetic Survey in June 1991..
 PD0264
 PD0264.The geoid height was determined by GEOID03.
 PD0264
 PD0264.The dynamic height is computed by dividing the NAVD 88
 PD0264.geopotential number by the normal gravity value computed on the
 PD0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0264.degrees latitude (g = 980.6199 gals.).
 PD0264
 PD0264.The modeled gravity was interpolated from observed gravity values.
 PD0264
 PD0264;                    North         East    Units  Estimated Accuracy
 PD0264;SPC ME E     -    81,950.      341,640.      MT  (+/- 180 meters Scaled)
 PD0264
 PD0264                          SUPERSEDED SURVEY CONTROL
 PD0264
 PD0264  NGVD 29 (??/??/92)   20.322  (m)           66.67   (f) ADJ UNCH    2 0
 PD0264
 PD0264.Superseded values are not recommended for survey control.
 PD0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0264.See file dsdata.txt to determine how the superseded data were derived.
 PD0264
 PD0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK814171(NAD 83)
 PD0264_MARKER: DR = REFERENCE MARK DISK
 PD0264_SETTING: 66 = SET IN ROCK OUTCROP
 PD0264_SP_SET: ROCK OUTCROP
 PD0264_STAMPING: COREA NO 2 1934
 PD0264_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0264+STABILITY: POSITION/ELEVATION WELL
 PD0264
 PD0264  HISTORY     - Date     Condition        Report By
 PD0264  HISTORY     - 1934     MONUMENTED       CGS
 PD0264  HISTORY     - 1962     GOOD             NGS
 PD0264
 PD0264                          STATION DESCRIPTION
 PD0264
 PD0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PD0264'2.8 MI SE FROM PROSPECT HARBOR.
 PD0264'2.85 MILES SOUTHEAST ON STATE HIGHWAY 195 FROM THE POST OFFICE
 PD0264'AT PROSPECT HARBOR.  0.15 MILE NORTH OF THE BAPTIST CHURCH IN
 PD0264'COREA, 92 FEET WEST OF THE CENTER LINE OF HIGHWAY 195, 27.9 FEET
 PD0264'EAST OF TRIANGULATION STATION COREA, 24.6 FEET EAST OF THE
 PD0264'NORTHEAST ANCHOR BOLT, 23.6 FEET EAST-NORTHEAST OF THE SOUTHEAST
 PD0264'ANCHOR BOLT AND 3 FEET ABOVE THE HIGHWAY.  SET IN A DRILL HOLE
 PD0264'IN THE TOP OF A LARGE ROCK OUTCROP AT THE HIGHEST POINT IN THE
 PD0264'TOWN OF COREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1422 ***********************************************************************
 QG1422  DESIGNATION -  CORINTH
 QG1422  PID         -  QG1422
 QG1422  STATE/COUNTY-  ME/PENOBSCOT
 QG1422  USGS QUAD   -  BRADFORD (1983)
 QG1422
 QG1422                         *CURRENT SURVEY CONTROL
 QG1422  ___________________________________________________________________
 QG1422* NAD 83(1996)-  45 00 38.49519(N)    068 59 53.06172(W)     ADJUSTED  
 QG1422* NAVD 88     -       107.     (meters)     351.     (feet)  SCALED    
 QG1422  ___________________________________________________________________
 QG1422  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 QG1422  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 QG1422
 QG1422  HORZ ORDER  -  THIRD
 QG1422
 QG1422.The horizontal coordinates were established by classical geodetic methods
 QG1422.and adjusted by the National Geodetic Survey in March 1998..
 QG1422
 QG1422.The orthometric height was scaled from a topographic map.
 QG1422
 QG1422.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1422
 QG1422.The geoid height was determined by GEOID03.
 QG1422
 QG1422;                    North         East     Units Scale Factor Converg.
 QG1422;SPC ME E     -   149,452.436   260,739.775   MT  0.99991895   -0 21 08.1
 QG1422;UTM  19      - 4,984,138.272   500,151.872   MT  0.99960000   +0 00 04.9
 QG1422
 QG1422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1422!SPC ME E     -   0.99998714  x   0.99991895  =   0.99990610
 QG1422!UTM  19      -   0.99998714  x   0.99960000  =   0.99958715
 QG1422
 QG1422|---------------------------------------------------------------------|
 QG1422| PID    Reference Object                     Distance      Geod. Az  |
 QG1422|                                                           dddmmss.s |
 QG1422| CE8836 CORINTH RM 1                         29.772 METERS 01114     |
 QG1422| PE2238 HINKLEY                             APPROX.26.3 KM 1750223.4 |
 QG1422| CE8837 CORINTH RM 2                         28.452 METERS 25954     |
 QG1422| QG1337 CORINTH 1958 AZ MK                  182.953 METERS 26139     |
 QG1422| QG1340 HIGH CUT LOOKOUT TOWER              APPROX.12.8 KM 3050216.4 |
 QG1422| QG1336 CHARLESTON W RADAR DOME OF 3        APPROX.11.6 KM 3183932.0 |
 QG1422|---------------------------------------------------------------------|
 QG1422
 QG1422                          SUPERSEDED SURVEY CONTROL
 QG1422
 QG1422  NAD 83(1992)-  45 00 38.49144(N)    068 59 53.06012(W) AD(       ) 3
 QG1422  NAD 83(1986)-  45 00 38.49658(N)    068 59 53.06591(W) AD(       ) 3
 QG1422  NAD 27      -  45 00 38.25480(N)    068 59 54.92930(W) AD(       ) 3
 QG1422
 QG1422.Superseded values are not recommended for survey control.
 QG1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1422.See file dsdata.txt to determine how the superseded data were derived.
 QG1422
 QG1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK0015284138(NAD 83)
 QG1422_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QG1422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG1422
 QG1422  HISTORY     - Date     Condition        Report By
 QG1422  HISTORY     - 1958     MONUMENTED       CGS
 QG1422  HISTORY     - 1988     GOOD             USPSQD
 QG1422
 QG1422                          STATION DESCRIPTION
 QG1422
 QG1422'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 QG1422'STATION IS LOCATED ABOUT 18 MILES NORTHWEST OF BANGOR, 17 MILES
 QG1422'SOUTHEAST OF DOVER-FOXCROFT AND 1-1/2 MILES EAST-NORTHEAST OF
 QG1422'THE VILLAGE OF EAST CORINTH.  STATION IS 14 FEET EAST-NORTHEAST
 QG1422'OF WITNESS POST, 3.8 FEET SOUTHEAST OF UTILITY POLE NO. 54,
 QG1422'60 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF STATE HIGHWAY
 QG1422'NO. 43, AND 79 FEET WEST OF THE APPROXIMATE CENTERLINE OF GRAVEL
 QG1422'ROAD.  MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED CORINTH
 QG1422'1958.
 QG1422'
 QG1422'R.M. NO. 1 IS 47 FEET NORTH-NORTHEAST OF UTILITY POLE NO. 54, 22
 QG1422'FEET NORTH OF CENTERLINE OF STATE HIGHWAY NO. 43, 35 FEET WEST OF
 QG1422'THE APPROXIMATE CENTERLINE OF GRAVEL ROAD AND 40 FEET EAST OF
 QG1422'STATE HIGHWAY SIGN, NO. 43.  MARK PROJECTS 1 INCH AND THE DISK
 QG1422'IS STAMPED CORINTH NO. 1 1958.
 QG1422'
 QG1422'R.M. NO. 2 IS 34 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF
 QG1422'STATE HIGHWAY NO. 43, 75 FEET SOUTHEAST OF UTILITY POLE NO. 52
 QG1422'AND 5 FEET NORTH OF BRUSH AREA.  MARK IS SET 1 INCH BELOW THE
 QG1422'SURFACE OF THE GROUND AND THE DISK IS STAMPED CORINTH NO. 2 1958.
 QG1422'
 QG1422'AZIMUTH MARK IS 2 FEET SOUTH OF WITNESS POST, 3.8 FEET NORTHWEST
 QG1422'OF UTILITY POLE NO. 49, 28 FEET NORTH OF APPROXIMATE CENTERLINE
 QG1422'OF STATE HIGHWAY NO. 43 AND 2 FEET SOUTH OF FENCE LINE.  MARK
 QG1422'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED CORINTH 1958.
 QG1422'
 QG1422'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 11, 15 AND 43 IN
 QG1422'EAST CORINTH, GO EAST ON STATE HIGHWAY NO. 43 FOR 1.25 MILES TO
 QG1422'FAN MARKER ON RIGHT AND AZIMUTH MARK ON LEFT, CONTINUE EAST ON
 QG1422'BLACKTOP ROAD FOR 0.15 MILE TO CROSSROADS AND STATION ON RIGHT
 QG1422'AS DESCRIBED.
 QG1422'
 QG1422'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 QG1422
 QG1422                          STATION RECOVERY (1988)
 QG1422
 QG1422'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 QG1422'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1337 ***********************************************************************
 QG1337  DESIGNATION -  CORINTH 1958 AZ MK
 QG1337  PID         -  QG1337
 QG1337  STATE/COUNTY-  ME/PENOBSCOT
 QG1337  USGS QUAD   -  CHARLESTON (1983)
 QG1337
 QG1337                         *CURRENT SURVEY CONTROL
 QG1337  ___________________________________________________________________
 QG1337* NAD 83(1996)-  45 00 37.63374(N)    069 00 01.32780(W)     ADJUSTED  
 QG1337* NAVD 88     -       101.     (meters)     331.     (feet)  SCALED    
 QG1337  ___________________________________________________________________
 QG1337  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 QG1337  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 QG1337
 QG1337  HORZ ORDER  -  SECOND
 QG1337
 QG1337.The horizontal coordinates were established by classical geodetic methods
 QG1337.and adjusted by the National Geodetic Survey in March 1998..
 QG1337
 QG1337.The orthometric height was scaled from a topographic map.
 QG1337
 QG1337.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1337
 QG1337.The geoid height was determined by GEOID03.
 QG1337
 QG1337;                    North         East     Units Scale Factor Converg.
 QG1337;SPC ME E     -   149,426.961   260,558.620   MT  0.99991912   -0 21 14.0
 QG1337;UTM  19      - 4,984,111.688   499,970.936   MT  0.99960000   -0 00 00.9
 QG1337
 QG1337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1337!SPC ME E     -   0.99998808  x   0.99991912  =   0.99990721
 QG1337!UTM  19      -   0.99998808  x   0.99960000  =   0.99958809
 QG1337
 QG1337                          SUPERSEDED SURVEY CONTROL
 QG1337
 QG1337  NAD 83(1992)-  45 00 37.62999(N)    069 00 01.32620(W) AD(       ) 2
 QG1337  NAD 83(1986)-  45 00 37.63512(N)    069 00 01.33196(W) AD(       ) 2
 QG1337  NAD 27      -  45 00 37.39300(N)    069 00 03.19500(W) AD(       ) 2
 QG1337
 QG1337.Superseded values are not recommended for survey control.
 QG1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1337.See file dsdata.txt to determine how the superseded data were derived.
 QG1337
 QG1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK9997184112(NAD 83)
 QG1337
 QG1337  HISTORY     - Date     Condition        Report By
 QG1337  HISTORY     - 1958     MONUMENTED       CGS
 QG1337
 QG1337                          STATION DESCRIPTION
 QG1337
 QG1337'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 QG1337'SEE STATION CORINTH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2757 ***********************************************************************
 OC2757  DESIGNATION -  CORNISH ATT MICROWAVE
 OC2757  PID         -  OC2757
 OC2757  STATE/COUNTY-  ME/OXFORD
 OC2757  USGS QUAD   -  CORNISH (1964)
 OC2757
 OC2757                         *CURRENT SURVEY CONTROL
 OC2757  ___________________________________________________________________
 OC2757* NAD 83(1996)-  43 50 14.67824(N)    070 49 08.66229(W)     ADJUSTED  
 OC2757* NAVD 88     -                                                        
 OC2757  ___________________________________________________________________
 OC2757  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 OC2757  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 OC2757
 OC2757  HORZ ORDER  -  THIRD
 OC2757
 OC2757.The horizontal coordinates were established by classical geodetic methods
 OC2757.and adjusted by the National Geodetic Survey in March 1998..
 OC2757
 OC2757
 OC2757.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2757
 OC2757.The geoid height was determined by GEOID03.
 OC2757
 OC2757;                    North         East     Units Scale Factor Converg.
 OC2757;SPC ME W     -   111,755.441   847,532.000   MT  1.00000051   -0 27 06.8
 OC2757;UTM  19      - 4,855,422.831   353,758.734   MT  0.99986305   -1 15 36.5
 OC2757
 OC2757                          SUPERSEDED SURVEY CONTROL
 OC2757
 OC2757  NAD 83(1992)-  43 50 14.67791(N)    070 49 08.66422(W) AD(       ) 4
 OC2757  NAD 83(1986)-  43 50 14.68593(N)    070 49 08.66889(W) AD(       ) 4
 OC2757  NAD 27      -  43 50 14.41987(N)    070 49 10.44358(W) AD(       ) 3
 OC2757
 OC2757.Superseded values are not recommended for survey control.
 OC2757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2757.See file dsdata.txt to determine how the superseded data were derived.
 OC2757
 OC2757_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ5375955423(NAD 83)
 OC2757_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OC2757+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2004
 OC2757
 OC2757  HISTORY     - Date     Condition        Report By
 OC2757  HISTORY     - 1976     MONUMENTED       NGS
 OC2757  HISTORY     - 20040417 GOOD             GEOCAC
 OC2757
 OC2757                          STATION DESCRIPTION
 OC2757
 OC2757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2757'THE STATION, CORNISH AMERICAN TELEPHONE AND TELEGRAPH MICROWAVE
 OC2757'TOWER, IS LOCATED ON A HILL ABOUT 2.5 MILES NORTHWEST OF
 OC2757'CORNISH.  IT IS A 250-FOOT TALL, FOUR LEGGED MICROWAVE
 OC2757'TOWER WHICH
 OC2757'IS PAINTED RED AND WHITE. THE POINT INTERSECTED WAS THE RED
 OC2757'LIGHT ON THE TOP OF THE TOWER.
 OC2757'
 OC2757'DESCRIBED BY JOHN R. HIGGINS.
 OC2757
 OC2757                          STATION RECOVERY (2004)
 OC2757
 OC2757'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 OC2757'RECOVERED AS DESCRIBED. DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0240 ***********************************************************************
 SF0240  DESIGNATION -  CORONET
 SF0240  PID         -  SF0240
 SF0240  STATE/COUNTY-  ME/AROOSTOOK
 SF0240  USGS QUAD   -  VIOLETTE STREAM (1986)
 SF0240
 SF0240                         *CURRENT SURVEY CONTROL
 SF0240  ___________________________________________________________________
 SF0240* NAD 83(1996)-  47 13 51.33868(N)    068 00 28.54310(W)     ADJUSTED  
 SF0240* NAVD 88     -       142.5    (meters)     468.     (feet)  VERTCON   
 SF0240  ___________________________________________________________________
 SF0240  LAPLACE CORR-           6.10  (seconds)                    DEFLEC99
 SF0240  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 SF0240
 SF0240  HORZ ORDER  -  SECOND
 SF0240
 SF0240.The horizontal coordinates were established by classical geodetic methods
 SF0240.and adjusted by the National Geodetic Survey in March 1998..
 SF0240
 SF0240.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0240.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0240
 SF0240.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0240
 SF0240.The geoid height was determined by GEOID03.
 SF0240
 SF0240;                    North         East     Units Scale Factor Converg.
 SF0240;SPC ME E     -   396,211.725   337,259.662   MT  0.99991706   +0 21 40.4
 SF0240;UTM  19      - 5,231,304.050   575,096.926   MT  0.99966931   +0 43 41.9
 SF0240
 SF0240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0240!SPC ME E     -   0.99998130  x   0.99991706  =   0.99989837
 SF0240!UTM  19      -   0.99998130  x   0.99966931  =   0.99965062
 SF0240
 SF0240:                Primary Azimuth Mark                     Grid Az
 SF0240:SPC ME E     -  POWER                                    185 12 20.0
 SF0240:UTM  19      -  POWER                                    184 50 18.5
 SF0240
 SF0240|---------------------------------------------------------------------|
 SF0240| PID    Reference Object                     Distance      Geod. Az  |
 SF0240|                                                           dddmmss.s |
 SF0240| SF0232 POWER                               APPROX. 2.3 KM 1853400.4 |
 SF0240| DA5387 CORONET RM 1                          5.742 METERS 23830     |
 SF0240| SF0245 ST ANNE CATH CH W SP IBC 1973       APPROX. 2.4 KM 3193217.0 |
 SF0240| SF0244 ST ANNE CATH CH E SP IBC 1952       APPROX. 2.4 KM 3193331.5 |
 SF0240| DA5388 CORONET RM 2                          7.017 METERS 32052     |
 SF0240|---------------------------------------------------------------------|
 SF0240
 SF0240                          SUPERSEDED SURVEY CONTROL
 SF0240
 SF0240  NAD 83(1992)-  47 13 51.33520(N)    068 00 28.54068(W) AD(       ) 2
 SF0240  NAD 83(1986)-  47 13 51.33656(N)    068 00 28.53307(W) AD(       ) 2
 SF0240  NAD 27      -  47 13 51.18546(N)    068 00 30.43290(W) AD(       ) 2
 SF0240  NGVD 29 (07/19/86)  142.7    (m)          468.     (f) VERT ANG       
 SF0240
 SF0240.Superseded values are not recommended for survey control.
 SF0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0240.See file dsdata.txt to determine how the superseded data were derived.
 SF0240
 SF0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN7509731304(NAD 83)
 SF0240
 SF0240  HISTORY     - Date     Condition        Report By
 SF0240  HISTORY     - 1973     MONUMENTED       IBC
 SF0240  HISTORY     - 1975     GOOD             NGS
 SF0240
 SF0240                          STATION DESCRIPTION
 SF0240
 SF0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CRM)
 SF0240'THE STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 WERE
 SF0240'RECOVERED AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2443 ***********************************************************************
 PE2443  DESIGNATION -  COSTELLOW
 PE2443  PID         -  PE2443
 PE2443  STATE/COUNTY-  ME/LINCOLN
 PE2443  USGS QUAD   -  RICHMOND (1980)
 PE2443
 PE2443                         *CURRENT SURVEY CONTROL
 PE2443  ___________________________________________________________________
 PE2443* NAD 83(1996)-  44 02 52.52931(N)    069 46 04.97880(W)     ADJUSTED  
 PE2443* NAVD 88     -        62.     (meters)     203.     (feet)  SCALED    
 PE2443  ___________________________________________________________________
 PE2443  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 PE2443  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 PE2443
 PE2443  HORZ ORDER  -  THIRD
 PE2443
 PE2443.The horizontal coordinates were established by classical geodetic methods
 PE2443.and adjusted by the National Geodetic Survey in March 1998..
 PE2443
 PE2443.The orthometric height was scaled from a topographic map.
 PE2443
 PE2443.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2443
 PE2443.The geoid height was determined by GEOID03.
 PE2443
 PE2443;                    North         East     Units Scale Factor Converg.
 PE2443;SPC ME W     -   135,015.488   931,944.750   MT  0.99997921   +0 16 37.7
 PE2443;UTM  19      - 4,877,482.495   438,471.825   MT  0.99964656   -0 32 02.4
 PE2443
 PE2443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2443!SPC ME W     -   0.99999436  x   0.99997921  =   0.99997357
 PE2443!UTM  19      -   0.99999436  x   0.99964656  =   0.99964092
 PE2443
 PE2443                          SUPERSEDED SURVEY CONTROL
 PE2443
 PE2443  NAD 83(1992)-  44 02 52.52830(N)    069 46 04.97814(W) AD(       ) 3
 PE2443  NAD 83(1986)-  44 02 52.53353(N)    069 46 04.98307(W) AD(       ) 3
 PE2443  NAD 27      -  44 02 52.26600(N)    069 46 06.82800(W) AD(       ) 3
 PE2443
 PE2443.Superseded values are not recommended for survey control.
 PE2443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2443.See file dsdata.txt to determine how the superseded data were derived.
 PE2443
 PE2443_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3847277482(NAD 83)
 PE2443
 PE2443  HISTORY     - Date     Condition        Report By
 PE2443  HISTORY     - UNK      MONUMENTED
 PE2443  HISTORY     - 1913     SEE DESCRIPTION  CGS
 PE2443  HISTORY     - 1933     SEE DESCRIPTION  CGS
 PE2443  HISTORY     - 1949     SEE DESCRIPTION  CGS
 PE2443
 PE2443                          STATION DESCRIPTION
 PE2443
 PE2443'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 PE2443'ON THE TOP OF A HIGH HILL ON THE E SIDE OF KENNEBEC RIVER BACK
 PE2443'OF CORK COVE, S OF THE ROAD TO WISCASSET AND BETWEEN THE RIVER
 PE2443'AND THE UPPER ROAD TO BATH.  THE LAND IS OWNED BY
 PE2443'MRS. E.J. COSTELLOW.  THE HILL IS BARE ON TOP AND SLOPES
 PE2443'ABRUPTLY TOWARD THE RIVER.  THE STATION IS ON A BARE LEDGE WITH
 PE2443'LARGE AREA EXPOSED, AND IS 0.2 METER N OF A DEEP CRACK, 3 METERS
 PE2443'S OF A DEEP HOLE OR DEPRESSION, AND 2-1/2 METERS FROM A BLUFF
 PE2443'TO THE E SHOWING 2 FEET ABOVE THE GROUND AND 65 METERS FROM
 PE2443'A STONE FENCE TO THE EASTWARD.  THE STATION IS MARKED BY A
 PE2443'COPPER BOLT SET IN A HOLE IN THE ROCK.  REFERENCE MARK, A
 PE2443'STANDARD BRONZE DISK SET IN A DRILL HOLE IN A BOULDER, IS
 PE2443'5.64 METERS FROM THE STATION, IN AZIMUTH 56 DEG 48 MIN.
 PE2443'ANOTHER AZIMUTH IS A PINE TREE 65 METERS FROM THE STATION,
 PE2443'338 DEG 24 MIN.  ROCKS WERE PILED AROUND THE STATION
 PE2443'MARK.
 PE2443
 PE2443                          STATION RECOVERY (1933)
 PE2443
 PE2443'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CMD)
 PE2443'STATION RECOVERED AS DESCRIBED AND RE-MARKED.
 PE2443'
 PE2443'REFERENCE MARK NO. 1 IS STAMPED 1868 - 1913.
 PE2443'
 PE2443'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK WEDGED IN A DRILL
 PE2443'HOLE IN OUTCROPPING BEDROCK IS STAMPED 1868 - 1933, AND IS 6.60
 PE2443'METERS NW OF THE STATION.
 PE2443'
 PE2443'REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2 IS 8.19 METERS.
 PE2443
 PE2443                          STATION RECOVERY (1949)
 PE2443
 PE2443'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM)
 PE2443'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE,
 PE2443'EXCEPT FOR THE FOLLOWING--
 PE2443'
 PE2443'TO REACH STATION FROM HATCHES CORNER, TRAVEL W ALONG GRAVEL
 PE2443'ROAD FOR 0.25 MILE TO THE PROPERTY OF MR. H.L. PUSHAID, THENCE
 PE2443'S ACROSS YARD 500 FEET AND THEN TURN W THROUGH FIELD ALONG TREE
 PE2443'LINE FOR APPROXIMATELY 325 FEET TO STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0448 ***********************************************************************
 OB0448  DESIGNATION -  COTTAGE WHITE CHIMNEY
 OB0448  PID         -  OB0448
 OB0448  STATE/COUNTY-  ME/LINCOLN
 OB0448  USGS QUAD   -  WESTPORT (1970)
 OB0448
 OB0448                         *CURRENT SURVEY CONTROL
 OB0448  ___________________________________________________________________
 OB0448* NAD 83(1996)-  43 59 13.66732(N)    069 41 24.79265(W)     ADJUSTED  
 OB0448* NAVD 88     -                                                        
 OB0448  ___________________________________________________________________
 OB0448  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 OB0448  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 OB0448
 OB0448  HORZ ORDER  -  THIRD
 OB0448
 OB0448.The horizontal coordinates were established by classical geodetic methods
 OB0448.and adjusted by the National Geodetic Survey in March 1998..
 OB0448
 OB0448
 OB0448.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0448
 OB0448.The geoid height was determined by GEOID03.
 OB0448
 OB0448;                    North         East     Units Scale Factor Converg.
 OB0448;SPC ME W     -   128,293.731   938,220.961   MT  0.99998463   +0 19 51.2
 OB0448;UTM  19      - 4,870,674.922   444,650.200   MT  0.99963768   -0 28 45.7
 OB0448
 OB0448                          SUPERSEDED SURVEY CONTROL
 OB0448
 OB0448  NAD 83(1992)-  43 59 13.66819(N)    069 41 24.78917(W) AD(       ) 4
 OB0448  NAD 83(1986)-  43 59 13.67345(N)    069 41 24.79461(W) AD(       ) 4
 OB0448  NAD 27      -  43 59 13.39000(N)    069 41 26.61000(W) AD(       ) 3
 OB0448
 OB0448.Superseded values are not recommended for survey control.
 OB0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0448.See file dsdata.txt to determine how the superseded data were derived.
 OB0448
 OB0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ4465070675(NAD 83)
 OB0448
 OB0448  HISTORY     - Date     Condition        Report By
 OB0448  HISTORY     - UNK      MONUMENTED
 OB0448  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0448  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0448
 OB0448                          STATION DESCRIPTION
 OB0448
 OB0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0448'THIS STATION IS LOST.
 OB0448
 OB0448                          STATION RECOVERY (1942)
 OB0448
 OB0448'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (HOF)
 OB0448'AN OLD BRICK FOUNDATION WAS FOUND WITH A CHIMNEY IN THE E
 OB0448'END.  THE CHIMNEY WAS LOCATED ON THE PHOTOGRAPH AND PROBABLY CAN
 OB0448'BE USED IN AIR COMPILATION DATA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1065 ***********************************************************************
 PD1065  DESIGNATION -  COUP 1945
 PD1065  PID         -  PD1065
 PD1065  STATE/COUNTY-  ME/WASHINGTON
 PD1065  USGS QUAD   -  BOIS BUBERT (1950)
 PD1065
 PD1065                         *CURRENT SURVEY CONTROL
 PD1065  ___________________________________________________________________
 PD1065* NAD 83(1996)-  44 28 21.36769(N)    067 47 17.81109(W)     ADJUSTED  
 PD1065* NAVD 88     -        13.     (meters)      43.     (feet)  SCALED    
 PD1065  ___________________________________________________________________
 PD1065  LAPLACE CORR-           4.34  (seconds)                    DEFLEC99
 PD1065  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 PD1065
 PD1065  HORZ ORDER  -  THIRD
 PD1065
 PD1065.The horizontal coordinates were established by classical geodetic methods
 PD1065.and adjusted by the National Geodetic Survey in March 1998..
 PD1065
 PD1065.The orthometric height was scaled from a topographic map.
 PD1065
 PD1065.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1065
 PD1065.The geoid height was determined by GEOID03.
 PD1065
 PD1065;                    North         East     Units Scale Factor Converg.
 PD1065;SPC ME E     -    89,787.824   356,623.579   MT  0.99993942   +0 29 55.0
 PD1065;UTM  19      - 4,925,079.891   596,374.190   MT  0.99971422   +0 50 56.2
 PD1065
 PD1065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD1065!SPC ME E     -   1.00000165  x   0.99993942  =   0.99994107
 PD1065!UTM  19      -   1.00000165  x   0.99971422  =   0.99971587
 PD1065
 PD1065:                Primary Azimuth Mark                     Grid Az
 PD1065:SPC ME E     -  NASH ISLAND LIGHTHOUSE NEW               105 21 22.5
 PD1065:UTM  19      -  NASH ISLAND LIGHTHOUSE NEW               105 00 21.3
 PD1065
 PD1065|---------------------------------------------------------------------|
 PD1065| PID    Reference Object                     Distance      Geod. Az  |
 PD1065|                                                           dddmmss.s |
 PD1065| PD1050 NASH ISLAND LIGHTHOUSE NEW          APPROX. 3.4 KM 1055117.5 |
 PD1065| PD1062 NARRAGUAGUS LIGHTHOUSE              APPROX. 3.9 KM 2413600.6 |
 PD1065| PD1061 TRAFTON HALFTIDE LEDGE BEACON       APPROX. 4.8 KM 3081147.3 |
 PD1065|---------------------------------------------------------------------|
 PD1065
 PD1065                          SUPERSEDED SURVEY CONTROL
 PD1065
 PD1065  NAD 83(1992)-  44 28 21.36401(N)    067 47 17.81153(W) AD(       ) 3
 PD1065  NAD 83(1986)-  44 28 21.36033(N)    067 47 17.81530(W) AD(       ) 3
 PD1065  NAD 27      -  44 28 21.08000(N)    067 47 19.81200(W) AD(       ) 3
 PD1065
 PD1065.Superseded values are not recommended for survey control.
 PD1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1065.See file dsdata.txt to determine how the superseded data were derived.
 PD1065
 PD1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK9637425080(NAD 83)
 PD1065
 PD1065  HISTORY     - Date     Condition        Report By
 PD1065  HISTORY     - 1945     MONUMENTED       CGS
 PD1065  HISTORY     - 1959     SEE DESCRIPTION  CGS
 PD1065
 PD1065                          STATION DESCRIPTION
 PD1065
 PD1065'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (FLP)
 PD1065'STATION IS ON MOST SW TIP OF FLINT ISLAND, ABOUT 20 METERS SW OF
 PD1065'THE HIGHEST LEDGE, ABOUT 3 FEET LOWER THAN THE HIGHEST LEDGE,
 PD1065'28 METERS S OF GRASS EDGE, AND 10 METERS E OF BLACK LEDGE RUNNING
 PD1065'N AND S.  ABOUT 50 METERS TO MEAN HIGH WATER AND ABOUT 30 FEET
 PD1065'ABOVE MEAN HIGH WATER.  A ROCK WAS PLACED OVER MARK TO KEEP RAIN
 PD1065'OFF.  MARK IS A STANDARD TOPOGRAPHIC DISK STAMPED COUP 1945.
 PD1065'
 PD1065'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK 30 FEET.
 PD1065
 PD1065                          STATION RECOVERY (1959)
 PD1065
 PD1065'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JRP)
 PD1065'PREVIOUS DESCRIPTION IS ADEQUATE EXCEPT THAT I FEEL THAT THE
 PD1065'PHRASE ...28 METERS S OF THE GRASS EDGE...SHOULD BE REMOVED SINCE
 PD1065'THERE REMAINS ONLY PATCHES OF GRASS AND THERE IS NOW NO DEFINITE
 PD1065'GRASS EDGE IN EVIDENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0766 ***********************************************************************
 QF0766  DESIGNATION -  COURTHOUSE WEST FLAG
 QF0766  PID         -  QF0766
 QF0766  STATE/COUNTY-  ME/WASHINGTON
 QF0766  USGS QUAD   -  CALAIS (1977)
 QF0766
 QF0766                         *CURRENT SURVEY CONTROL
 QF0766  ___________________________________________________________________
 QF0766* NAD 83(1996)-  45 11 20.86654(N)    067 16 44.49097(W)     ADJUSTED  
 QF0766* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 QF0766  ___________________________________________________________________
 QF0766  LAPLACE CORR-           3.60  (seconds)                    DEFLEC99
 QF0766  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 QF0766
 QF0766  HORZ ORDER  -  THIRD
 QF0766
 QF0766.The horizontal coordinates were established by classical geodetic methods
 QF0766.and adjusted by the National Geodetic Survey in March 1998..
 QF0766
 QF0766.The orthometric height was scaled from a topographic map.
 QF0766
 QF0766.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0766
 QF0766.The geoid height was determined by GEOID03.
 QF0766
 QF0766;                    North         East     Units Scale Factor Converg.
 QF0766;SPC ME E     -   169,885.373   395,943.121   MT  1.00001315   +0 51 58.6
 QF0766;UTM  19      - 5,005,401.280   635,192.055   MT  0.99982473   +1 13 16.0
 QF0766
 QF0766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0766!SPC ME E     -   1.00000133  x   1.00001315  =   1.00001448
 QF0766!UTM  19      -   1.00000133  x   0.99982473  =   0.99982606
 QF0766
 QF0766                          SUPERSEDED SURVEY CONTROL
 QF0766
 QF0766  NAD 83(1992)-  45 11 20.86125(N)    067 16 44.48886(W) AD(       ) 4
 QF0766  NAD 83(1986)-  45 11 20.86427(N)    067 16 44.49354(W) AD(       ) 4
 QF0766  NAD 27      -  45 11 20.59363(N)    067 16 46.52746(W) AD(       ) 3
 QF0766
 QF0766.Superseded values are not recommended for survey control.
 QF0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0766.See file dsdata.txt to determine how the superseded data were derived.
 QF0766
 QF0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL3519205401(NAD 83)
 QF0766
 QF0766  HISTORY     - Date     Condition        Report By
 QF0766  HISTORY     - UNK      MONUMENTED
 QF0766  HISTORY     - 1949     SEE DESCRIPTION  CGS
 QF0766
 QF0766                          STATION DESCRIPTION
 QF0766
 QF0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (ERM)
 QF0766'POST OFFICE WITH TWO FLAGSTAFFS IN AREA COMPLETED IN 1910.  IT
 QF0766'IS RECOMMENDED THAT THIS STATION BE CLASSIFIED AS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1455 ***********************************************************************
 OC1455  DESIGNATION -  COUSINS I CORNFLD PT WHARF END
 OC1455  PID         -  OC1455
 OC1455  STATE/COUNTY-  ME/CUMBERLAND
 OC1455  USGS QUAD   -  FREEPORT (1970)
 OC1455
 OC1455                         *CURRENT SURVEY CONTROL
 OC1455  ___________________________________________________________________
 OC1455* NAD 83(1996)-  43 46 19.77196(N)    070 07 19.04894(W)     ADJUSTED  
 OC1455* NAVD 88     -                                                        
 OC1455  ___________________________________________________________________
 OC1455  LAPLACE CORR-           3.48  (seconds)                    DEFLEC99
 OC1455  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 OC1455
 OC1455  HORZ ORDER  -  THIRD
 OC1455
 OC1455.The horizontal coordinates were established by classical geodetic methods
 OC1455.and adjusted by the National Geodetic Survey in March 1998..
 OC1455
 OC1455
 OC1455.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1455
 OC1455.The geoid height was determined by GEOID03.
 OC1455
 OC1455;                    North         East     Units Scale Factor Converg.
 OC1455;SPC ME W     -   104,299.735   903,599.483   MT  0.99996683   +0 01 51.3
 OC1455;UTM  19      - 4,847,179.175   409,704.244   MT  0.99970028   -0 46 34.4
 OC1455
 OC1455                          SUPERSEDED SURVEY CONTROL
 OC1455
 OC1455  NAD 83(1992)-  43 46 19.77027(N)    070 07 19.04914(W) AD(       ) 4
 OC1455  NAD 83(1986)-  43 46 19.77612(N)    070 07 19.05449(W) AD(       ) 4
 OC1455  NAD 27      -  43 46 19.49000(N)    070 07 20.87000(W) AD(       ) 3
 OC1455
 OC1455.Superseded values are not recommended for survey control.
 OC1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1455.See file dsdata.txt to determine how the superseded data were derived.
 OC1455
 OC1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0970447179(NAD 83)
 OC1455
 OC1455  HISTORY     - Date     Condition        Report By
 OC1455  HISTORY     - UNK      MONUMENTED
 OC1455  HISTORY     - 1941     SEE DESCRIPTION  CGS
 OC1455
 OC1455                          STATION DESCRIPTION
 OC1455
 OC1455'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FLP)
 OC1455'THE DOCK HAS BEEN ABANDONED AND THE OUTER END HAS
 OC1455'BROKEN AWAY.  THE OUTER CRIB IS STILL IN
 OC1455'EXISTENCE BUT IS AWASH AT HIGH WATER.  IT IS 7 METERS
 OC1455'OFFSHORE FROM THE END OF THE EXISTING DOCK AND IT
 OC1455'IS EVIDENT THAT IT FORMERLY SUPPORTED THE END
 OC1455'OF THE DOCK.  THE CENTER OF THIS CRIB WAS CUT IN
 OC1455'THE PLANE TABLE AND CHECKED THE PLOTTED POSITION OF THIS
 OC1455'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1490 ***********************************************************************
 OC1490  DESIGNATION -  COUSINS IS BLANEY PT HSE CHIM
 OC1490  PID         -  OC1490
 OC1490  STATE/COUNTY-  ME/CUMBERLAND
 OC1490  USGS QUAD   -  YARMOUTH (1975)
 OC1490
 OC1490                         *CURRENT SURVEY CONTROL
 OC1490  ___________________________________________________________________
 OC1490* NAD 83(1996)-  43 46 28.73977(N)    070 07 43.66222(W)     ADJUSTED  
 OC1490* NAVD 88     -                                                        
 OC1490  ___________________________________________________________________
 OC1490  LAPLACE CORR-           3.47  (seconds)                    DEFLEC99
 OC1490  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 OC1490
 OC1490  HORZ ORDER  -  THIRD
 OC1490
 OC1490.The horizontal coordinates were established by classical geodetic methods
 OC1490.and adjusted by the National Geodetic Survey in March 1998..
 OC1490
 OC1490
 OC1490.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1490
 OC1490.The geoid height was determined by GEOID03.
 OC1490
 OC1490;                    North         East     Units Scale Factor Converg.
 OC1490;SPC ME W     -   104,576.227   903,048.909   MT  0.99996678   +0 01 34.3
 OC1490;UTM  19      - 4,847,463.321   409,157.765   MT  0.99970150   -0 46 51.5
 OC1490
 OC1490                          SUPERSEDED SURVEY CONTROL
 OC1490
 OC1490  NAD 83(1992)-  43 46 28.73814(N)    070 07 43.66242(W) AD(       ) 4
 OC1490  NAD 83(1986)-  43 46 28.74415(N)    070 07 43.66752(W) AD(       ) 4
 OC1490  NAD 27      -  43 46 28.45000(N)    070 07 45.49000(W) AD(       ) 3
 OC1490
 OC1490.Superseded values are not recommended for survey control.
 OC1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1490.See file dsdata.txt to determine how the superseded data were derived.
 OC1490
 OC1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0915847463(NAD 83)
 OC1490
 OC1490  HISTORY     - Date     Condition        Report By
 OC1490  HISTORY     - 1933     MONUMENTED       CGS
 OC1490  HISTORY     - 1941     SEE DESCRIPTION  CGS
 OC1490
 OC1490                          STATION DESCRIPTION
 OC1490
 OC1490'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1490'THIS HOUSE IS ON BLANEY POINT AT THE N END OF COUSIN ISLAND, 320
 OC1490'METERS SSW OF STATION BLANEY, U.S.E.  IT IS A RED BRICK HOUSE
 OC1490'ON THE E SIDE OF THE NECK, IN A GROVE OF TREES.  THE INTERSECTION
 OC1490'POINT IS THE CHIMNEY AT THE CENTER OF THE HOUSE.
 OC1490
 OC1490                          STATION RECOVERY (1941)
 OC1490
 OC1490'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FLP)
 OC1490'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1497 ***********************************************************************
 OC1497  DESIGNATION -  COUSINS USE
 OC1497  PID         -  OC1497
 OC1497  STATE/COUNTY-  ME/CUMBERLAND
 OC1497  USGS QUAD   -  YARMOUTH (1975)
 OC1497
 OC1497                         *CURRENT SURVEY CONTROL
 OC1497  ___________________________________________________________________
 OC1497* NAD 83(1996)-  43 45 06.86599(N)    070 08 23.43986(W)     ADJUSTED  
 OC1497* NAVD 88     -        21.     (meters)      69.     (feet)  SCALED    
 OC1497  ___________________________________________________________________
 OC1497  LAPLACE CORR-           3.57  (seconds)                    DEFLEC99
 OC1497  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 OC1497
 OC1497  HORZ ORDER  -  THIRD
 OC1497
 OC1497.The horizontal coordinates were established by classical geodetic methods
 OC1497.and adjusted by the National Geodetic Survey in March 1998..
 OC1497
 OC1497.The orthometric height was scaled from a topographic map.
 OC1497
 OC1497.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1497
 OC1497.The geoid height was determined by GEOID03.
 OC1497
 OC1497;                    North         East     Units Scale Factor Converg.
 OC1497;SPC ME W     -   102,049.075   902,160.184   MT  0.99996672   +0 01 06.8
 OC1497;UTM  19      - 4,844,949.601   408,233.778   MT  0.99970358   -0 47 17.9
 OC1497
 OC1497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1497!SPC ME W     -   1.00000082  x   0.99996672  =   0.99996754
 OC1497!UTM  19      -   1.00000082  x   0.99970358  =   0.99970440
 OC1497
 OC1497:                Primary Azimuth Mark                     Grid Az
 OC1497:SPC ME W     -  BAR USE 1909                             127 55 19.2
 OC1497:UTM  19      -  BAR USE 1909                             128 43 43.9
 OC1497
 OC1497|---------------------------------------------------------------------|
 OC1497| PID    Reference Object                     Distance      Geod. Az  |
 OC1497|                                                           dddmmss.s |
 OC1497| OC1786 BAR USE 1909                        APPROX. 1.3 KM 1275626.0 |
 OC1497|---------------------------------------------------------------------|
 OC1497
 OC1497                          SUPERSEDED SURVEY CONTROL
 OC1497
 OC1497  NAD 83(1992)-  43 45 06.86425(N)    070 08 23.44015(W) AD(       ) 3
 OC1497  NAD 83(1986)-  43 45 06.87038(N)    070 08 23.44544(W) AD(       ) 3
 OC1497  NAD 27      -  43 45 06.58000(N)    070 08 25.27000(W) AD(       ) 3
 OC1497
 OC1497.Superseded values are not recommended for survey control.
 OC1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1497.See file dsdata.txt to determine how the superseded data were derived.
 OC1497
 OC1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0823444950(NAD 83)
 OC1497
 OC1497  HISTORY     - Date     Condition        Report By
 OC1497  HISTORY     - UNK      MONUMENTED
 OC1497  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1497
 OC1497                          STATION DESCRIPTION
 OC1497
 OC1497'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1497'THIS STATION IS LOST.  A SEAWALL HAS BEEN BUILT AT LOCATION
 OC1497'OF STATION.
 OC1497'
 OC1497'ESTABLISHED BY THE U.S.E. IN 1909.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0486 ***********************************************************************
 OC0486  DESIGNATION -  COVE
 OC0486  PID         -  OC0486
 OC0486  STATE/COUNTY-  ME/YORK
 OC0486  USGS QUAD   -  KITTERY (1989)
 OC0486
 OC0486                         *CURRENT SURVEY CONTROL
 OC0486  ___________________________________________________________________
 OC0486* NAD 83(1996)-  43 07 00.11139(N)    070 38 16.29518(W)     ADJUSTED  
 OC0486* NAVD 88     -         9.061  (meters)      29.73   (feet)  ADJUSTED  
 OC0486  ___________________________________________________________________
 OC0486  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 OC0486  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 OC0486  DYNAMIC HT  -           9.059 (meters)      29.72  (feet)  COMP
 OC0486  MODELED GRAV-     980,466.8   (mgal)                       NAVD 88
 OC0486
 OC0486  HORZ ORDER  -  SECOND
 OC0486  VERT ORDER  -  SECOND    CLASS 0
 OC0486
 OC0486.The horizontal coordinates were established by classical geodetic methods
 OC0486.and adjusted by the National Geodetic Survey in March 1998..
 OC0486
 OC0486.The orthometric height was determined by differential leveling
 OC0486.and adjusted by the National Geodetic Survey in June 1991..
 OC0486
 OC0486.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC0486
 OC0486.The geoid height was determined by GEOID03.
 OC0486
 OC0486.The dynamic height is computed by dividing the NAVD 88
 OC0486.geopotential number by the normal gravity value computed on the
 OC0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0486.degrees latitude (g = 980.6199 gals.).
 OC0486
 OC0486.The modeled gravity was interpolated from observed gravity values.
 OC0486
 OC0486;                    North         East     Units Scale Factor Converg.
 OC0486;SPC ME W     -    31,586.301   861,652.500   MT  0.99998475   -0 19 19.4
 OC0486;SPC NH       -    69,019.857   383,728.487   MT  1.00005287   +0 42 11.6
 OC0486;SPC NH       -   226,442.65  1,258,949.21   sFT  1.00005287   +0 42 11.6
 OC0486;UTM  19      - 4,775,075.891   366,752.449   MT  0.99981842   -1 07 10.6
 OC0486
 OC0486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC0486!SPC ME W     -   1.00000273  x   0.99998475  =   0.99998748
 OC0486!SPC NH       -   1.00000273  x   1.00005287  =   1.00005560
 OC0486!UTM  19      -   1.00000273  x   0.99981842  =   0.99982115
 OC0486
 OC0486:                Primary Azimuth Mark                     Grid Az
 OC0486:SPC ME W     -  WESTERN PT 150                           006 26 46.0
 OC0486:SPC NH       -  WESTERN PT 150                           005 25 15.0
 OC0486:UTM  19      -  WESTERN PT 150                           007 14 37.2
 OC0486
 OC0486|---------------------------------------------------------------------|
 OC0486| PID    Reference Object                     Distance      Geod. Az  |
 OC0486|                                                           dddmmss.s |
 OC0486| OC0489 WESTERN PT 150                      APPROX. 0.6 KM 0060726.6 |
 OC0486| OC1995 BOON ISLAND LIGHTHOUSE              APPROX.13.1 KM 0873832.3 |
 OC0486| OC0487 COVE RM 1                            16.757 METERS 15157     |
 OC0486| OC2203 SEAL HEAD POINT FCT 1943             81.326 METERS 25100     |
 OC0486| OC0488 COVE RM 2                            28.063 METERS 28404     |
 OC0486|---------------------------------------------------------------------|
 OC0486
 OC0486                          SUPERSEDED SURVEY CONTROL
 OC0486
 OC0486  NAD 83(1992)-  43 07 00.11061(N)    070 38 16.29548(W) AD(       ) 2
 OC0486  NAD 83(1986)-  43 07 00.11463(N)    070 38 16.29982(W) AD(       ) 2
 OC0486  NAD 27      -  43 06 59.78400(N)    070 38 18.11900(W) AD(       ) 2
 OC0486  NGVD 29 (??/??/92)    9.294  (m)           30.49   (f) ADJ UNCH    2 0
 OC0486
 OC0486.Superseded values are not recommended for survey control.
 OC0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0486.See file dsdata.txt to determine how the superseded data were derived.
 OC0486
 OC0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH6675275076(NAD 83)
 OC0486_MARKER: DS = TRIANGULATION STATION DISK
 OC0486_SETTING: 66 = SET IN ROCK OUTCROP
 OC0486_SP_SET: ROCK LEDGE
 OC0486_STAMPING: COVE 1943
 OC0486_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC0486+STABILITY: POSITION/ELEVATION WELL
 OC0486
 OC0486  HISTORY     - Date     Condition        Report By
 OC0486  HISTORY     - 1943     MONUMENTED       CGS
 OC0486  HISTORY     - 1943     GOOD             CGS
 OC0486  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OC0486  HISTORY     - 1963     SEE DESCRIPTION  CGS
 OC0486  HISTORY     - 1976     POOR             NGS
 OC0486  HISTORY     - 19880823 POOR             USPSQD
 OC0486
 OC0486                          STATION DESCRIPTION
 OC0486
 OC0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 OC0486'STATION IS LOCATED ON THE POINT AT THE S SIDE OF GODFREYS COVE,
 OC0486'ABOUT 250 FT. N OF THE U.S. ARMY FIRE CONTROL TOWER.  IT IS ABOUT
 OC0486'6 FT. W OF THE EDGE OF THE CLIFF, AND ABOUT 18 FT. E OF A PATH
 OC0486'WHICH FOLLOWS THE SHORELINE.  IT IS A STANDARD STATION DISK,
 OC0486'STAMPED COVE 1943 AND SET IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 OC0486'
 OC0486'REFERENCE MARK 1 IS SW OF THE STATION, 2 FT. N OF THE EDGE OF THE
 OC0486'CLIFF, AND 28 FT. W OF A POINT WHERE THE CLIFF MAKES A RIGHT-ANGLE
 OC0486'TURN FROM S TO W.  IT IS A STANDARD DISK, STAMPED COVE NO 1 1943
 OC0486'AND SET IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 OC0486'
 OC0486'REFERENCE MARK 2 IS NW OF THE STATION, 1 FT. N OF THE CLIFF, AND
 OC0486'ABOUT 8 FT. SE OF THE PATH THAT FOLLOWS THE SHORELINE.  IT IS A
 OC0486'STANDARD DISK, STAMPED COVE NO 2 1943 AND SET IN A DRILL HOLE IN
 OC0486'OUTCROPPING BEDROCK.
 OC0486'
 OC0486'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 OC0486
 OC0486                          STATION RECOVERY (1943)
 OC0486
 OC0486'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 OC0486'1.4 MI SW FROM YORK HARBOR.
 OC0486'1.4 MILES SOUTHEAST OF YORK HARBOR, YORK COUNTY, AT GODFREYS
 OC0486'COVE, 6 FEET BACK FROM THE SOUTH SHORE OF THE COVE, 240 FEET
 OC0486'NORTHEAST OF AN ARMY FIRE CONTROL TOWER, AND IN A ROCK LEDGE
 OC0486'FLUSH WITH THE GROUND.
 OC0486
 OC0486                          STATION RECOVERY (1953)
 OC0486
 OC0486'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EHK)
 OC0486'THE STATION MARK AND THE REFERENCE MARK WERE RECOVERED IN GOOD
 OC0486'CONDITION.  THE DISTANCE TO THE REFERENCE MARKS WERE MEASURED
 OC0486'WITH A STEEL TAPE, AND FOUND TO BE CORRECT.  THE DESCRIPTION IS
 OC0486'ADEQUATE WITH THE FOLLOWING ADDITION--THE STATION IS 260 FT. N
 OC0486'OF AN ABANDONED COAST GUARD STATION ON THE S SIDE OF GODFREYS
 OC0486'COVE.
 OC0486
 OC0486                          STATION RECOVERY (1963)
 OC0486
 OC0486'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MES)
 OC0486'STATION MARK WAS FOUND IN GOOD CONDITION THOUGH SOME ONE HAD
 OC0486'TRIED TO PRY IT OFF.
 OC0486'
 OC0486'REFERENCE MARK NO.1 WAS NOT FOUND.  IT APPARENTLY WAS CLOSE TO
 OC0486'THE EDGE OF THE CLIFF AND THE ROCK LEDGE TO WHICH IT WAS ATTACHED
 OC0486'MAY HAVE BEEN FORCIBLY SPLIT.
 OC0486
 OC0486                          STATION RECOVERY (1976)
 OC0486
 OC0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0486'MARK RECOVERED IN POOR CONDITION.
 OC0486
 OC0486                          STATION RECOVERY (1988)
 OC0486
 OC0486'RECOVERY NOTE BY US POWER SQUADRON 1988 (FWB)
 OC0486'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0567 ***********************************************************************
 OB0567  DESIGNATION -  COVE
 OB0567  PID         -  OB0567
 OB0567  STATE/COUNTY-  ME/CUMBERLAND
 OB0567  USGS QUAD   -  ORRS ISLAND (1997)
 OB0567
 OB0567                         *CURRENT SURVEY CONTROL
 OB0567  ___________________________________________________________________
 OB0567* NAD 83(1996)-  43 52 01.80133(N)    069 55 30.05438(W)     ADJUSTED  
 OB0567* NAVD 88     -        35.     (meters)     115.     (feet)  SCALED    
 OB0567  ___________________________________________________________________
 OB0567  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 OB0567  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 OB0567
 OB0567  HORZ ORDER  -  THIRD
 OB0567
 OB0567.The horizontal coordinates were established by classical geodetic methods
 OB0567.and adjusted by the National Geodetic Survey in March 1998..
 OB0567
 OB0567.The orthometric height was scaled from a topographic map.
 OB0567
 OB0567.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0567
 OB0567.The geoid height was determined by GEOID03.
 OB0567
 OB0567;                    North         East     Units Scale Factor Converg.
 OB0567;SPC ME W     -   114,883.033   919,424.496   MT  0.99997131   +0 10 02.9
 OB0567;UTM  19      - 4,857,535.356   425,672.344   MT  0.99966795   -0 38 27.8
 OB0567
 OB0567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0567!SPC ME W     -   0.99999860  x   0.99997131  =   0.99996991
 OB0567!UTM  19      -   0.99999860  x   0.99966795  =   0.99966655
 OB0567
 OB0567|---------------------------------------------------------------------|
 OB0567| PID    Reference Object                     Distance      Geod. Az  |
 OB0567|                                                           dddmmss.s |
 OB0567| CE7306 COVE RM 1                            19.886 METERS 06058     |
 OB0567| OB0589 ORR 2                               APPROX. 2.3 KM 1380142.9 |
 OB0567| CE7307 COVE RM 2                            17.634 METERS 35257     |
 OB0567|---------------------------------------------------------------------|
 OB0567
 OB0567                          SUPERSEDED SURVEY CONTROL
 OB0567
 OB0567  NAD 83(1992)-  43 52 01.79979(N)    069 55 30.05366(W) AD(       ) 3
 OB0567  NAD 83(1986)-  43 52 01.80544(N)    069 55 30.05890(W) AD(       ) 3
 OB0567  NAD 27      -  43 52 01.51400(N)    069 55 31.88500(W) AD(       ) 3
 OB0567
 OB0567.Superseded values are not recommended for survey control.
 OB0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0567.See file dsdata.txt to determine how the superseded data were derived.
 OB0567
 OB0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ2567257535(NAD 83)
 OB0567
 OB0567  HISTORY     - Date     Condition        Report By
 OB0567  HISTORY     - 1933     MONUMENTED       CGS
 OB0567  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0567
 OB0567                          STATION DESCRIPTION
 OB0567
 OB0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OB0567'STATION IS ON A ROCKY RIDGE NEAR THE N CENTRAL PART OF
 OB0567'PRINCE POINT IN CASCO BAY.  THIS AREA HAS BEEN BURNED OVER AND
 OB0567'THE MAJORITY OF THE TREES ARE DEAD.  THERE ARE NO PROMINENT
 OB0567'OBJECTS NEAR THE STATION AND IT WILL PROBABLY BE DIFFICULT
 OB0567'TO RECOVER EXCEPT BY THE FOLLOWING DIRECTIONS.
 OB0567'
 OB0567'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 OB0567'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 OB0567'
 OB0567'REFERENCE MARK NO. 1 IS NE OF THE STATION AND ACROSS A VERY
 OB0567'SMALL HOLLOW IN THE RIDGE.
 OB0567'
 OB0567'REFERENCE MARK NO. 2 IS N OF THE STATION IN THE SAME LEDGE
 OB0567'AS THE STATION.
 OB0567'
 OB0567'TO REACH THE STATION FROM BRUNSWICK, MAINE, GO S ON HIGHWAYS
 OB0567'124 AND 123 WHICH SEPARATE ON THE S EDGE OF THE CITY.  FROM THIS
 OB0567'JUNCTION TAKE HIGHWAY 124 AND CONTINUE 3.0 MILES TO A POINT
 OB0567'WHERE HIGHWAY 124 BENDS SHARPLY TO THE E.  KEEP STRAIGHT AHEAD
 OB0567'ON DIRT ROAD 1.1 MILES TO A SMALL GREEN HOUSE ON THE W SIDE OF
 OB0567'ROAD.  BEHIND THIS HOUSE IS A ROCKY RIDGE.  WALK N ALONG THIS
 OB0567'RIDGE ABOUT 200 YARDS TO A WIRE FENCE.  FROM THIS FENCE,
 OB0567'PROCEED ABOUT 1/4 MILE ON A MAGNETIC AZIMUTH OF 350 TO THE TOP
 OB0567'OF THE NEXT RIDGE TO THE WESTWARD.  THE STATION IS ON THE
 OB0567'CENTER OF THIS RIDGE AND 50 METERS S OF THE LINE BETWEEN THE
 OB0567'GREEN TREES AND THE BARREN AREA IN WHICH THE STATION IS
 OB0567'SITUATED.  THIS RIDGE DROPS OFF RAPIDLY TO THE W TOWARD THE MARSHY
 OB0567'GROUND IN THE N END OF HARPSWELL COVE.
 OB0567'
 OB0567'HEIGHT OF SIGNAL ABOVE STATION MARK - 2 METERS.
 OB0567
 OB0567                          STATION RECOVERY (1942)
 OB0567
 OB0567'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OB0567'RECOVERED AS DESCRIBED, EXCEPT THAT ROUTE 124 SHOULD BE ROUTE 24.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0487 ***********************************************************************
 OC0487  DESIGNATION -  COVE RM 1
 OC0487  PID         -  OC0487
 OC0487  STATE/COUNTY-  ME/YORK
 OC0487  USGS QUAD   -  KITTERY (1989)
 OC0487
 OC0487                         *CURRENT SURVEY CONTROL
 OC0487  ___________________________________________________________________
 OC0487* NAD 83(1986)-  43 06 59.     (N)    070 38 16.     (W)     SCALED    
 OC0487* NAVD 88     -         9.338  (meters)      30.64   (feet)  ADJUSTED  
 OC0487  ___________________________________________________________________
 OC0487  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 OC0487  DYNAMIC HT  -           9.337 (meters)      30.63  (feet)  COMP
 OC0487  MODELED GRAV-     980,466.8   (mgal)                       NAVD 88
 OC0487
 OC0487  VERT ORDER  -  SECOND    CLASS 0
 OC0487
 OC0487.The horizontal coordinates were scaled from a topographic map and have
 OC0487.an estimated accuracy of +/- 6 seconds.
 OC0487
 OC0487.The orthometric height was determined by differential leveling
 OC0487.and adjusted by the National Geodetic Survey in June 1991..
 OC0487
 OC0487.The geoid height was determined by GEOID03.
 OC0487
 OC0487.The dynamic height is computed by dividing the NAVD 88
 OC0487.geopotential number by the normal gravity value computed on the
 OC0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0487.degrees latitude (g = 980.6199 gals.).
 OC0487
 OC0487.The modeled gravity was interpolated from observed gravity values.
 OC0487
 OC0487;                    North         East    Units  Estimated Accuracy
 OC0487;SPC ME W     -    31,550.      861,660.      MT  (+/- 180 meters Scaled)
 OC0487
 OC0487                          SUPERSEDED SURVEY CONTROL
 OC0487
 OC0487  NGVD 29 (??/??/92)    9.571  (m)           31.40   (f) ADJ UNCH    2 0
 OC0487
 OC0487.Superseded values are not recommended for survey control.
 OC0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0487.See file dsdata.txt to determine how the superseded data were derived.
 OC0487
 OC0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH667750(NAD 83)
 OC0487_MARKER: DR = REFERENCE MARK DISK
 OC0487_SETTING: 66 = SET IN ROCK OUTCROP
 OC0487_SP_SET: ROCK LEDGE
 OC0487_STAMPING: COVE 1943 1
 OC0487_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC0487+STABILITY: POSITION/ELEVATION WELL
 OC0487
 OC0487  HISTORY     - Date     Condition        Report By
 OC0487  HISTORY     - 1943     MONUMENTED       CGS
 OC0487  HISTORY     - 1976     MARK NOT FOUND   NGS
 OC0487
 OC0487                          STATION DESCRIPTION
 OC0487
 OC0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 OC0487'1.4 MI SE FROM YORK HARBOR.
 OC0487'55 FEET SOUTHEAST OF TRIANGULATION STATION COVE DESCRIBED ABOVE,
 OC0487'2 FEET FROM THE SHORELINE OF GODFREYS COVE, AND IN A ROCK LEDGE
 OC0487'OF THE CLIFF FLUSH WITH THE GROUND.
 OC0487
 OC0487                          STATION RECOVERY (1976)
 OC0487
 OC0487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0487'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0488 ***********************************************************************
 OC0488  DESIGNATION -  COVE RM 2
 OC0488  PID         -  OC0488
 OC0488  STATE/COUNTY-  ME/YORK
 OC0488  USGS QUAD   -  KITTERY (1989)
 OC0488
 OC0488                         *CURRENT SURVEY CONTROL
 OC0488  ___________________________________________________________________
 OC0488* NAD 83(1986)-  43 06 59.     (N)    070 38 16.     (W)     SCALED    
 OC0488* NAVD 88     -         8.625  (meters)      28.30   (feet)  ADJUSTED  
 OC0488  ___________________________________________________________________
 OC0488  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 OC0488  DYNAMIC HT  -           8.624 (meters)      28.29  (feet)  COMP
 OC0488  MODELED GRAV-     980,466.8   (mgal)                       NAVD 88
 OC0488
 OC0488  VERT ORDER  -  SECOND    CLASS 0
 OC0488
 OC0488.The horizontal coordinates were scaled from a topographic map and have
 OC0488.an estimated accuracy of +/- 6 seconds.
 OC0488
 OC0488.The orthometric height was determined by differential leveling
 OC0488.and adjusted by the National Geodetic Survey in June 1991..
 OC0488
 OC0488.The geoid height was determined by GEOID03.
 OC0488
 OC0488.The dynamic height is computed by dividing the NAVD 88
 OC0488.geopotential number by the normal gravity value computed on the
 OC0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0488.degrees latitude (g = 980.6199 gals.).
 OC0488
 OC0488.The modeled gravity was interpolated from observed gravity values.
 OC0488
 OC0488;                    North         East    Units  Estimated Accuracy
 OC0488;SPC ME W     -    31,550.      861,660.      MT  (+/- 180 meters Scaled)
 OC0488
 OC0488                          SUPERSEDED SURVEY CONTROL
 OC0488
 OC0488  NGVD 29 (??/??/92)    8.858  (m)           29.06   (f) ADJ UNCH    2 0
 OC0488
 OC0488.Superseded values are not recommended for survey control.
 OC0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0488.See file dsdata.txt to determine how the superseded data were derived.
 OC0488
 OC0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH667750(NAD 83)
 OC0488_MARKER: DR = REFERENCE MARK DISK
 OC0488_SETTING: 66 = SET IN ROCK OUTCROP
 OC0488_SP_SET: ROCK LEDGE
 OC0488_STAMPING: COVE 1943 2
 OC0488_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC0488+STABILITY: POSITION/ELEVATION WELL
 OC0488
 OC0488  HISTORY     - Date     Condition        Report By
 OC0488  HISTORY     - 1943     MONUMENTED       CGS
 OC0488  HISTORY     - 1976     POOR             NGS
 OC0488
 OC0488                          STATION DESCRIPTION
 OC0488
 OC0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 OC0488'1.4 MI SE FROM YORK HARBOR.
 OC0488'92 FEET WEST OF TRIANGULATION STATION COVE DESCRIBED ABOVE, ON
 OC0488'THE SOUTH SHORE OF GODFREYS COVE, AND IN A ROCK LEDGE ALONG THE
 OC0488'EDGE OF THE CLIFF FLUSH WITH THE GROUND.
 OC0488
 OC0488                          STATION RECOVERY (1976)
 OC0488
 OC0488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0488'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1708 ***********************************************************************
 OC1708  DESIGNATION -  COW IS
 OC1708  PID         -  OC1708
 OC1708  STATE/COUNTY-  ME/CUMBERLAND
 OC1708  USGS QUAD   -  PORTLAND EAST (1975)
 OC1708
 OC1708                         *CURRENT SURVEY CONTROL
 OC1708  ___________________________________________________________________
 OC1708* NAD 83(1996)-  43 41 30.05613(N)    070 11 07.66491(W)     ADJUSTED  
 OC1708* NAVD 88     -        18.     (meters)      59.     (feet)  SCALED    
 OC1708  ___________________________________________________________________
 OC1708  LAPLACE CORR-           3.59  (seconds)                    DEFLEC99
 OC1708  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 OC1708
 OC1708  HORZ ORDER  -  THIRD
 OC1708
 OC1708.The horizontal coordinates were established by classical geodetic methods
 OC1708.and adjusted by the National Geodetic Survey in March 1998..
 OC1708
 OC1708.The orthometric height was scaled from a topographic map.
 OC1708
 OC1708.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1708
 OC1708.The geoid height was determined by GEOID03.
 OC1708
 OC1708;                    North         East     Units Scale Factor Converg.
 OC1708;SPC ME W     -    95,357.716   898,484.726   MT  0.99996669   -0 00 46.7
 OC1708;UTM  19      - 4,838,312.352   404,465.485   MT  0.99971226   -0 49 08.2
 OC1708
 OC1708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1708!SPC ME W     -   1.00000130  x   0.99996669  =   0.99996799
 OC1708!UTM  19      -   1.00000130  x   0.99971226  =   0.99971356
 OC1708
 OC1708:                Primary Azimuth Mark                     Grid Az
 OC1708:SPC ME W     -  WHITE HOUSE                              053 41 13.3
 OC1708:UTM  19      -  WHITE HOUSE                              054 29 34.8
 OC1708
 OC1708|---------------------------------------------------------------------|
 OC1708| PID    Reference Object                     Distance      Geod. Az  |
 OC1708|                                                           dddmmss.s |
 OC1708| OC1788 WHITE HOUSE                         APPROX. 5.3 KM 0534026.6 |
 OC1708|---------------------------------------------------------------------|
 OC1708
 OC1708                          SUPERSEDED SURVEY CONTROL
 OC1708
 OC1708  NAD 83(1992)-  43 41 30.05440(N)    070 11 07.66555(W) AD(       ) 3
 OC1708  NAD 83(1986)-  43 41 30.06045(N)    070 11 07.67114(W) AD(       ) 3
 OC1708  NAD 27      -  43 41 29.77000(N)    070 11 09.57000(W) AD(       ) 3
 OC1708
 OC1708.Superseded values are not recommended for survey control.
 OC1708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1708.See file dsdata.txt to determine how the superseded data were derived.
 OC1708
 OC1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0446538312(NAD 83)
 OC1708
 OC1708  HISTORY     - Date     Condition        Report By
 OC1708  HISTORY     - UNK      MONUMENTED
 OC1708  HISTORY     - 1911     SEE DESCRIPTION  CGS
 OC1708
 OC1708                          STATION DESCRIPTION
 OC1708
 OC1708'DESCRIBED BY COAST AND GEODETIC SURVEY 1911
 OC1708'STATION REPORTED LOST IN 1911.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1776 ***********************************************************************
 OC1776  DESIGNATION -  COW IS LEDGE BEACON USE
 OC1776  PID         -  OC1776
 OC1776  STATE/COUNTY-  ME/CUMBERLAND
 OC1776  USGS QUAD   -  PORTLAND EAST (1975)
 OC1776
 OC1776                         *CURRENT SURVEY CONTROL
 OC1776  ___________________________________________________________________
 OC1776* NAD 83(1996)-  43 42 10.84972(N)    070 11 18.70255(W)     ADJUSTED  
 OC1776* NAVD 88     -                                                        
 OC1776  ___________________________________________________________________
 OC1776  LAPLACE CORR-           3.71  (seconds)                    DEFLEC99
 OC1776  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 OC1776
 OC1776  HORZ ORDER  -  THIRD
 OC1776
 OC1776.The horizontal coordinates were established by classical geodetic methods
 OC1776.and adjusted by the National Geodetic Survey in March 1998..
 OC1776
 OC1776
 OC1776.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1776
 OC1776.The geoid height was determined by GEOID03.
 OC1776
 OC1776;                    North         East     Units Scale Factor Converg.
 OC1776;SPC ME W     -    96,616.742   898,237.883   MT  0.99996670   -0 00 54.4
 OC1776;UTM  19      - 4,839,574.405   404,236.437   MT  0.99971280   -0 49 16.5
 OC1776
 OC1776                          SUPERSEDED SURVEY CONTROL
 OC1776
 OC1776  NAD 83(1992)-  43 42 10.84800(N)    070 11 18.70315(W) AD(       ) 4
 OC1776  NAD 83(1986)-  43 42 10.85409(N)    070 11 18.70857(W) AD(       ) 4
 OC1776  NAD 27      -  43 42 10.57000(N)    070 11 20.52000(W) AD(       ) 3
 OC1776
 OC1776.Superseded values are not recommended for survey control.
 OC1776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1776.See file dsdata.txt to determine how the superseded data were derived.
 OC1776
 OC1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0423639574(NAD 83)
 OC1776
 OC1776  HISTORY     - Date     Condition        Report By
 OC1776  HISTORY     - UNK      MONUMENTED
 OC1776  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1776
 OC1776                          STATION DESCRIPTION
 OC1776
 OC1776'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1776'STATION LOST.  THIS BEACON WAS REBUILT IN 1931.  SEE COW ISLAND
 OC1776'LEDGE LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1777 ***********************************************************************
 OC1777  DESIGNATION -  COW ISLAND LEDGE LIGHT
 OC1777  PID         -  OC1777
 OC1777  STATE/COUNTY-  ME/CUMBERLAND
 OC1777  USGS QUAD   -  PORTLAND EAST (1975)
 OC1777
 OC1777                         *CURRENT SURVEY CONTROL
 OC1777  ___________________________________________________________________
 OC1777* NAD 83(1996)-  43 42 10.85374(N)    070 11 18.68957(W)     ADJUSTED  
 OC1777* NAVD 88     -                                                        
 OC1777  ___________________________________________________________________
 OC1777  LAPLACE CORR-           3.71  (seconds)                    DEFLEC99
 OC1777  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 OC1777
 OC1777  HORZ ORDER  -  THIRD
 OC1777
 OC1777.The horizontal coordinates were established by classical geodetic methods
 OC1777.and adjusted by the National Geodetic Survey in March 1998..
 OC1777
 OC1777
 OC1777.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1777
 OC1777.The geoid height was determined by GEOID03.
 OC1777
 OC1777;                    North         East     Units Scale Factor Converg.
 OC1777;SPC ME W     -    96,616.866   898,238.173   MT  0.99996670   -0 00 54.4
 OC1777;UTM  19      - 4,839,574.525   404,236.729   MT  0.99971280   -0 49 16.5
 OC1777
 OC1777                          SUPERSEDED SURVEY CONTROL
 OC1777
 OC1777  NAD 83(1992)-  43 42 10.85203(N)    070 11 18.69017(W) AD(       ) 4
 OC1777  NAD 83(1986)-  43 42 10.85815(N)    070 11 18.69563(W) AD(       ) 4
 OC1777  NAD 27      -  43 42 10.56600(N)    070 11 20.51400(W) AD(       ) 3
 OC1777
 OC1777.Superseded values are not recommended for survey control.
 OC1777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1777.See file dsdata.txt to determine how the superseded data were derived.
 OC1777
 OC1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0423739575(NAD 83)
 OC1777
 OC1777  HISTORY     - Date     Condition        Report By
 OC1777  HISTORY     - 1933     MONUMENTED       CGS
 OC1777  HISTORY     - 1941     SEE DESCRIPTION  CGS
 OC1777
 OC1777                          STATION DESCRIPTION
 OC1777
 OC1777'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1777'THIS STATION IS THE LIGHTED BEACON ON THE LEDGE 1/2 MILE NNW OF
 OC1777'COW ISLAND, CASCO BAY.  LIGHT WAS REBUILT IN 1931.  THIS IS AN
 OC1777'INTERSECTION STATION.
 OC1777
 OC1777                          STATION RECOVERY (1941)
 OC1777
 OC1777'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FLP)
 OC1777'STATION RECOVERED AS DESCRIBED IN 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1703 ***********************************************************************
 OC1703  DESIGNATION -  COW ISLAND SEARCH LIGHT TOWER
 OC1703  PID         -  OC1703
 OC1703  STATE/COUNTY-  ME/CUMBERLAND
 OC1703  USGS QUAD   -  PORTLAND EAST (1975)
 OC1703
 OC1703                         *CURRENT SURVEY CONTROL
 OC1703  ___________________________________________________________________
 OC1703* NAD 83(1996)-  43 41 34.80420(N)    070 11 01.14605(W)     ADJUSTED  
 OC1703* NAVD 88     -                                                        
 OC1703  ___________________________________________________________________
 OC1703  LAPLACE CORR-           3.60  (seconds)                    DEFLEC99
 OC1703  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 OC1703
 OC1703  HORZ ORDER  -  THIRD
 OC1703
 OC1703.The horizontal coordinates were established by classical geodetic methods
 OC1703.and adjusted by the National Geodetic Survey in March 1998..
 OC1703
 OC1703
 OC1703.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1703
 OC1703.The geoid height was determined by GEOID03.
 OC1703
 OC1703;                    North         East     Units Scale Factor Converg.
 OC1703;SPC ME W     -    95,504.219   898,630.738   MT  0.99996669   -0 00 42.2
 OC1703;UTM  19      - 4,838,456.749   404,613.506   MT  0.99971191   -0 49 03.8
 OC1703
 OC1703                          SUPERSEDED SURVEY CONTROL
 OC1703
 OC1703  NAD 83(1992)-  43 41 34.80246(N)    070 11 01.14669(W) AD(       ) 4
 OC1703  NAD 83(1986)-  43 41 34.80852(N)    070 11 01.15213(W) AD(       ) 4
 OC1703  NAD 27      -  43 41 34.51900(N)    070 11 02.97500(W) AD(       ) 3
 OC1703
 OC1703.Superseded values are not recommended for survey control.
 OC1703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1703.See file dsdata.txt to determine how the superseded data were derived.
 OC1703
 OC1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0461438457(NAD 83)
 OC1703
 OC1703  HISTORY     - Date     Condition        Report By
 OC1703  HISTORY     - 1933     MONUMENTED       CGS
 OC1703  HISTORY     - 1941     SEE DESCRIPTION  CGS
 OC1703
 OC1703                          STATION DESCRIPTION
 OC1703
 OC1703'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1703'THIS INTERSECTION STATION IS AT THE N END OF COW ISLAND WHICH IS
 OC1703'JUST N OF GREAT DIAMOND ISLAND IN CASCO BAY, AND IS A TEMPORARY
 OC1703'STRUCTURE BUILT OVER THE SEARCH LIGHT.  THE POINT CUT IN WAS
 OC1703'THE N GABLE.
 OC1703
 OC1703                          STATION RECOVERY (1941)
 OC1703
 OC1703'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FLP)
 OC1703'RECOVERED AS DESCRIBED IN 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2148 ***********************************************************************
 OC2148  DESIGNATION -  COW POINT CUPOLA
 OC2148  PID         -  OC2148
 OC2148  STATE/COUNTY-  ME/YORK
 OC2148  USGS QUAD   -  YORK BEACH (1998)
 OC2148
 OC2148                         *CURRENT SURVEY CONTROL
 OC2148  ___________________________________________________________________
 OC2148* NAD 83(1996)-  43 08 28.23197(N)    070 37 27.46087(W)     ADJUSTED  
 OC2148* NAVD 88     -                                                        
 OC2148  ___________________________________________________________________
 OC2148  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 OC2148  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 OC2148
 OC2148  HORZ ORDER  -  THIRD
 OC2148
 OC2148.The horizontal coordinates were established by classical geodetic methods
 OC2148.and adjusted by the National Geodetic Survey in March 1998..
 OC2148
 OC2148
 OC2148.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2148
 OC2148.The geoid height was determined by GEOID03.
 OC2148
 OC2148;                    North         East     Units Scale Factor Converg.
 OC2148;SPC ME W     -    34,299.482   862,771.328   MT  0.99998371   -0 18 46.5
 OC2148;SPC NH       -    71,752.819   384,798.652   MT  1.00005509   +0 42 46.1
 OC2148;SPC NH       -   235,409.04  1,262,460.24   sFT  1.00005509   +0 42 46.1
 OC2148;UTM  19      - 4,777,772.780   367,908.751   MT  0.99981464   -1 06 39.1
 OC2148
 OC2148                          SUPERSEDED SURVEY CONTROL
 OC2148
 OC2148  NAD 83(1992)-  43 08 28.23119(N)    070 37 27.46127(W) AD(       ) 4
 OC2148  NAD 83(1986)-  43 08 28.23540(N)    070 37 27.46581(W) AD(       ) 4
 OC2148  NAD 27      -  43 08 27.90400(N)    070 37 29.28600(W) AD(       ) 3
 OC2148
 OC2148.Superseded values are not recommended for survey control.
 OC2148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2148.See file dsdata.txt to determine how the superseded data were derived.
 OC2148
 OC2148_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH6790977773(NAD 83)
 OC2148
 OC2148  HISTORY     - Date     Condition        Report By
 OC2148  HISTORY     - 1943     MONUMENTED       CGS
 OC2148  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OC2148  HISTORY     - 1988     GOOD             USPSQD
 OC2148
 OC2148                          STATION DESCRIPTION
 OC2148
 OC2148'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 OC2148'THE STATION IS THE SPIRE ON THE CUPOLA OF THE HOME OF MRS. JOHN
 OC2148'G.M. STONE, LOCATED ABOUT 1.0 MI. NE OF YORK HARBOR, 2.0 MI. NE
 OC2148'OF YORK VILLAGE, ON A POINT OF ROCKS NEAR COW POINT LOCALLY
 OC2148'KNOWN AS ROARING ROCKS.  IT IS A TWO-STORY WHITE FRAME STRUCTURE
 OC2148'TRIMMED IN GREEN, WITH A CUPOLA ON THE SE CORNER OF THE
 OC2148'BUILDING.  POINT OBSERVED UPON, THE APEX OF THE ROOF AT THE
 OC2148'BASE OF THE SPIRE.
 OC2148'
 OC2148'THIS IS AN INTERSECTION STATION.
 OC2148
 OC2148                          STATION RECOVERY (1953)
 OC2148
 OC2148'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EHK)
 OC2148'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED WITH
 OC2148'THE FOLLOWING EXCEPTIONS--
 OC2148'
 OC2148'THE SPIRE IS ON A HOUSE OWNED BY C.N. CUNNINGHAM INSTEAD OF
 OC2148'MRS. J.G.M. STONE.  THE HOUSE IS NOW COVERED BY GREEN ASBESTOS
 OC2148'SHINGLES.  IT IS THE ONLY SPIRE IN THE VICINITY.
 OC2148
 OC2148                          STATION RECOVERY (1988)
 OC2148
 OC2148'RECOVERY NOTE BY US POWER SQUADRON 1988 (RSR)
 OC2148'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0480 ***********************************************************************
 OC0480  DESIGNATION -  COW PT
 OC0480  PID         -  OC0480
 OC0480  STATE/COUNTY-  ME/YORK
 OC0480  USGS QUAD   -  YORK BEACH (1998)
 OC0480
 OC0480                         *CURRENT SURVEY CONTROL
 OC0480  ___________________________________________________________________
 OC0480* NAD 83(1996)-  43 08 16.91700(N)    070 37 22.97933(W)     ADJUSTED  
 OC0480* NAVD 88     -         7.968  (meters)      26.14   (feet)  ADJUSTED  
 OC0480  ___________________________________________________________________
 OC0480  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 OC0480  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 OC0480  DYNAMIC HT  -           7.967 (meters)      26.14  (feet)  COMP
 OC0480  MODELED GRAV-     980,469.8   (mgal)                       NAVD 88
 OC0480
 OC0480  HORZ ORDER  -  SECOND
 OC0480  VERT ORDER  -  SECOND    CLASS 0
 OC0480
 OC0480.The horizontal coordinates were established by classical geodetic methods
 OC0480.and adjusted by the National Geodetic Survey in March 1998..
 OC0480
 OC0480.The orthometric height was determined by differential leveling
 OC0480.and adjusted by the National Geodetic Survey in June 1991..
 OC0480
 OC0480.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC0480
 OC0480.The geoid height was determined by GEOID03.
 OC0480
 OC0480.The dynamic height is computed by dividing the NAVD 88
 OC0480.geopotential number by the normal gravity value computed on the
 OC0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0480.degrees latitude (g = 980.6199 gals.).
 OC0480
 OC0480.The modeled gravity was interpolated from observed gravity values.
 OC0480
 OC0480;                    North         East     Units Scale Factor Converg.
 OC0480;SPC ME W     -    33,949.763   862,870.699   MT  0.99998362   -0 18 43.4
 OC0480;SPC NH       -    71,404.909   384,904.275   MT  1.00005531   +0 42 49.0
 OC0480;SPC NH       -   234,267.61  1,262,806.78   sFT  1.00005531   +0 42 49.0
 OC0480;UTM  19      - 4,777,421.770   368,003.225   MT  0.99981433   -1 06 35.8
 OC0480
 OC0480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC0480!SPC ME W     -   1.00000290  x   0.99998362  =   0.99998652
 OC0480!SPC NH       -   1.00000290  x   1.00005531  =   1.00005821
 OC0480!UTM  19      -   1.00000290  x   0.99981433  =   0.99981723
 OC0480
 OC0480:                Primary Azimuth Mark                     Grid Az
 OC0480:SPC ME W     -  YORK BEACH ANCHORAGE HOTEL FP            002 04 04.9
 OC0480:SPC NH       -  YORK BEACH ANCHORAGE HOTEL FP            001 02 32.5
 OC0480:UTM  19      -  YORK BEACH ANCHORAGE HOTEL FP            002 51 57.3
 OC0480
 OC0480|---------------------------------------------------------------------|
 OC0480| PID    Reference Object                     Distance      Geod. Az  |
 OC0480|                                                           dddmmss.s |
 OC0480| OC2150 YORK BEACH ANCHORAGE HOTEL FP       APPROX. 2.3 KM 0014521.5 |
 OC0480| OC2151 YORK BEACH UNION CONG CH SPIRE      APPROX. 4.0 KM 0134557.6 |
 OC0480| OC0481 COW PT RM 1                          16.242 METERS 16443     |
 OC0480| OC0482 COW PT RM 2                          23.000 METERS 23350     |
 OC0480| OC2148 COW POINT CUPOLA                    363.569 METERS 34350     |
 OC0480|---------------------------------------------------------------------|
 OC0480
 OC0480                          SUPERSEDED SURVEY CONTROL
 OC0480
 OC0480  NAD 83(1992)-  43 08 16.91623(N)    070 37 22.97972(W) AD(       ) 2
 OC0480  NAD 83(1986)-  43 08 16.92044(N)    070 37 22.98423(W) AD(       ) 2
 OC0480  NAD 27      -  43 08 16.58800(N)    070 37 24.80400(W) AD(       ) 2
 OC0480  NGVD 29 (??/??/92)    8.199  (m)           26.90   (f) ADJ UNCH    2 0
 OC0480
 OC0480.Superseded values are not recommended for survey control.
 OC0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0480.See file dsdata.txt to determine how the superseded data were derived.
 OC0480
 OC0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH6800377422(NAD 83)
 OC0480_MARKER: DB = BENCH MARK DISK
 OC0480_SETTING: 80 = SET IN A BOULDER
 OC0480_SP_SET: BOULDER
 OC0480_STAMPING: COW PT 1943
 OC0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC0480+STABILITY: SURFACE MOTION
 OC0480
 OC0480  HISTORY     - Date     Condition        Report By
 OC0480  HISTORY     - 1943     MONUMENTED       CGS
 OC0480  HISTORY     - 1943     GOOD             CGS
 OC0480  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OC0480  HISTORY     - 1976     GOOD             NGS
 OC0480
 OC0480                          STATION DESCRIPTION
 OC0480
 OC0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 OC0480'THE STATION IS LOCATED ABOUT 1.0 MI. NE OF YORK HARBOR, 1.5 MI. E
 OC0480'OF YORK VILLAGE, ABOUT 2.5 MI. S OF YORK BEACH, ON LAND OWNED BY
 OC0480'THE GEORGE L. CHENEY ESTATE.  IT IS AT THE S EDGE OF COW BEACH
 OC0480'POINT, 75 FT. E-SE OF THE CENTER OF THE AIRPLANE SPOTTERS
 OC0480'TOWER.  IT IS A STANDARD STATION DISK, STAMPED COW PT 1943 AND
 OC0480'SET IN A DRILL HOLE IN A ROCK LEDGE FLUSH WITH THE ROCK SURFACE.
 OC0480'
 OC0480'REFERENCE MARK 1 IS S OF THE STATION.  IT IS A STANDARD
 OC0480'REFERENCE-MARK DISK, STAMPED COW PT NO 1 1943 AND SET IN A DRILL
 OC0480'HOLE IN A BEDROCK RIDGE FLUSH WITH THE ROCK SURFACE.
 OC0480'
 OC0480'REFERENCE MARK 2 IS SW OF THE STATION.  IT IS A STANDARD
 OC0480'REFERENCE-MARK DISK, STAMPED COW PT NO 2 1943 AND SET IN A DRILL
 OC0480'HOLE IN A BEDROCK RIDGE FLUSH WITH THE ROCK SURFACE.
 OC0480'
 OC0480'TO REACH THE STATION FROM THE INTERSECTION OF A Y-INTERSECTION
 OC0480'AT THE METHODIST CHURCH IN YORK VILLAGE, GO E AND N ON SHORE ROAD
 OC0480'FOR 1.8 MI. TO A T-ROAD RIGHT OPPOSITE THE CLUB GARAGE, BEAR
 OC0480'RIGHT AND GO 0.5 MI. TO THE AIRPLANE SPOTTERS TOWER ON
 OC0480'THE LEFT AND STATION AS DESCRIBED.
 OC0480'
 OC0480'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 OC0480
 OC0480                          STATION RECOVERY (1943)
 OC0480
 OC0480'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 OC0480'1 MI NE FROM YORK HARBOR.
 OC0480'1.0 MILE NORTHEAST OF YORK HARBOR, YORK COUNTY, ON COW POINT,
 OC0480'245 FEET NORTH OF A LARGE HOUSE, 160 FEET SOUTH OF ANOTHER
 OC0480'HOUSE, 160 FEET EAST OF THE CENTERLINE OF A ROAD LEADING AROUND
 OC0480'COW POINT, 25 FEET WEST OF A SMALL COVE, AND IN A LARGE
 OC0480'OUTCROPPING BOULDER ABOUT 2 FEET HIGH.
 OC0480
 OC0480                          STATION RECOVERY (1953)
 OC0480
 OC0480'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EHK)
 OC0480'THE STATION AND THE REFERENCE MARKS WERE RECOVERED IN GOOD
 OC0480'CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE MEASURED WITH
 OC0480'A STEEL TAPE AND FOUND TO BE CORRECT.  THE DESCRIPTION IS
 OC0480'ADEQUATE WITH THE FOLLOWING EXCEPTIONS--
 OC0480'
 OC0480'THE CLUB GARAGE NO LONGER EXISTS.  TURN RIGHT ON ROARING ROCK
 OC0480'ROAD AND GO 0.5 MI. TO THE STATION.
 OC0480'
 OC0480'THE STATION IS 31.5 FT. SE OF THE SE CORNER OF THE HOME OF
 OC0480'R.S. TABOR (THE LAND HAS CHANGED HANDS), AND IS SET IN A ROCK LEDGE
 OC0480'WHICH IS ABOUT 2 FT. HIGHER THAN THE LAWN.
 OC0480'
 OC0480'COW POINT CUPOLA IS NO LONGER VISIBLE FROM THE GROUND AT THE
 OC0480'STATION.
 OC0480
 OC0480                          STATION RECOVERY (1976)
 OC0480
 OC0480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0480'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0481 ***********************************************************************
 OC0481  DESIGNATION -  COW PT RM 1
 OC0481  PID         -  OC0481
 OC0481  STATE/COUNTY-  ME/YORK
 OC0481  USGS QUAD   -  YORK BEACH (1998)
 OC0481
 OC0481                         *CURRENT SURVEY CONTROL
 OC0481  ___________________________________________________________________
 OC0481* NAD 83(1986)-  43 08 17.     (N)    070 37 22.     (W)     SCALED    
 OC0481* NAVD 88     -         7.095  (meters)      23.28   (feet)  ADJUSTED  
 OC0481  ___________________________________________________________________
 OC0481  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 OC0481  DYNAMIC HT  -           7.094 (meters)      23.27  (feet)  COMP
 OC0481  MODELED GRAV-     980,469.8   (mgal)                       NAVD 88
 OC0481
 OC0481  VERT ORDER  -  SECOND    CLASS 0
 OC0481
 OC0481.The horizontal coordinates were scaled from a topographic map and have
 OC0481.an estimated accuracy of +/- 6 seconds.
 OC0481
 OC0481.The orthometric height was determined by differential leveling
 OC0481.and adjusted by the National Geodetic Survey in June 1991..
 OC0481
 OC0481.The geoid height was determined by GEOID03.
 OC0481
 OC0481.The dynamic height is computed by dividing the NAVD 88
 OC0481.geopotential number by the normal gravity value computed on the
 OC0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0481.degrees latitude (g = 980.6199 gals.).
 OC0481
 OC0481.The modeled gravity was interpolated from observed gravity values.
 OC0481
 OC0481;                    North         East    Units  Estimated Accuracy
 OC0481;SPC ME W     -    33,950.      862,890.      MT  (+/- 180 meters Scaled)
 OC0481
 OC0481                          SUPERSEDED SURVEY CONTROL
 OC0481
 OC0481  NGVD 29 (??/??/92)    7.327  (m)           24.04   (f) ADJ UNCH    2 0
 OC0481
 OC0481.Superseded values are not recommended for survey control.
 OC0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0481.See file dsdata.txt to determine how the superseded data were derived.
 OC0481
 OC0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH680774(NAD 83)
 OC0481_MARKER: DR = REFERENCE MARK DISK
 OC0481_SETTING: 80 = SET IN A BOULDER
 OC0481_SP_SET: BOULDER
 OC0481_STAMPING: COW PT 1943 1
 OC0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC0481+STABILITY: SURFACE MOTION
 OC0481
 OC0481  HISTORY     - Date     Condition        Report By
 OC0481  HISTORY     - 1943     MONUMENTED       CGS
 OC0481  HISTORY     - 1976     GOOD             NGS
 OC0481
 OC0481                          STATION DESCRIPTION
 OC0481
 OC0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 OC0481'1 MI NE FROM YORK HARBOR.
 OC0481'53 FEET SOUTHEAST OF TRIANGULATION STATION COW PT. DESCRIBED
 OC0481'ABOVE, 25 FEET WEST OF THE SHORE, MIDWAY BETWEEN THE TWO HOUSES
 OC0481'ON COW POINT, AND IN A BOULDER ABOUT 1 FOOT HIGH.
 OC0481
 OC0481                          STATION RECOVERY (1976)
 OC0481
 OC0481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0481'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0482 ***********************************************************************
 OC0482  DESIGNATION -  COW PT RM 2
 OC0482  PID         -  OC0482
 OC0482  STATE/COUNTY-  ME/YORK
 OC0482  USGS QUAD   -  YORK BEACH (1998)
 OC0482
 OC0482                         *CURRENT SURVEY CONTROL
 OC0482  ___________________________________________________________________
 OC0482* NAD 83(1986)-  43 08 17.     (N)    070 37 22.     (W)     SCALED    
 OC0482* NAVD 88     -         8.541  (meters)      28.02   (feet)  ADJUSTED  
 OC0482  ___________________________________________________________________
 OC0482  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 OC0482  DYNAMIC HT  -           8.540 (meters)      28.02  (feet)  COMP
 OC0482  MODELED GRAV-     980,469.8   (mgal)                       NAVD 88
 OC0482
 OC0482  VERT ORDER  -  SECOND    CLASS 0
 OC0482
 OC0482.The horizontal coordinates were scaled from a topographic map and have
 OC0482.an estimated accuracy of +/- 6 seconds.
 OC0482
 OC0482.The orthometric height was determined by differential leveling
 OC0482.and adjusted by the National Geodetic Survey in June 1991..
 OC0482
 OC0482.The geoid height was determined by GEOID03.
 OC0482
 OC0482.The dynamic height is computed by dividing the NAVD 88
 OC0482.geopotential number by the normal gravity value computed on the
 OC0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0482.degrees latitude (g = 980.6199 gals.).
 OC0482
 OC0482.The modeled gravity was interpolated from observed gravity values.
 OC0482
 OC0482;                    North         East    Units  Estimated Accuracy
 OC0482;SPC ME W     -    33,950.      862,890.      MT  (+/- 180 meters Scaled)
 OC0482
 OC0482                          SUPERSEDED SURVEY CONTROL
 OC0482
 OC0482  NGVD 29 (??/??/92)    8.773  (m)           28.78   (f) ADJ UNCH    2 0
 OC0482
 OC0482.Superseded values are not recommended for survey control.
 OC0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0482.See file dsdata.txt to determine how the superseded data were derived.
 OC0482
 OC0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH680774(NAD 83)
 OC0482_MARKER: DR = REFERENCE MARK DISK
 OC0482_SETTING: 80 = SET IN A BOULDER
 OC0482_SP_SET: BOULDER
 OC0482_STAMPING: COW PT 1943 2
 OC0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC0482+STABILITY: SURFACE MOTION
 OC0482
 OC0482  HISTORY     - Date     Condition        Report By
 OC0482  HISTORY     - 1943     MONUMENTED       CGS
 OC0482  HISTORY     - 1976     GOOD             NGS
 OC0482
 OC0482                          STATION DESCRIPTION
 OC0482
 OC0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 OC0482'1 MI NE FROM YORK HARBOR.
 OC0482'75 FEET SOUTHWEST OF TRIANGULATION STATION COW PT DESCRIBED
 OC0482'ABOVE, 100 FEET WEST OF THE SHORE, 75 FEET EAST OF THE CENTERLINE
 OC0482'OF THE ROAD LEADING AROUND COW POINT, AND IN A BOULDER FLUSH WITH
 OC0482'THE GROUND.
 OC0482
 OC0482                          STATION RECOVERY (1976)
 OC0482
 OC0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0482'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0205 ***********************************************************************
 OC0205  DESIGNATION -  COW RESET
 OC0205  PID         -  OC0205
 OC0205  STATE/COUNTY-  ME/CUMBERLAND
 OC0205  USGS QUAD   -  PORTLAND EAST (1975)
 OC0205
 OC0205                         *CURRENT SURVEY CONTROL
 OC0205  ___________________________________________________________________
 OC0205* NAD 83(1996)-  43 41 28.04513(N)    070 11 12.08542(W)     ADJUSTED  
 OC0205* LOCAL TIDAL -        17.649  (meters)      57.90   (feet)  ADJ UNCH  
 OC0205  ___________________________________________________________________
 OC0205  LAPLACE CORR-           3.57  (seconds)                    DEFLEC99
 OC0205  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 OC0205
 OC0205  HORZ ORDER  -  SECOND
 OC0205  VERT ORDER  -  SECOND    CLASS 0
 OC0205
 OC0205.The horizontal coordinates were established by classical geodetic methods
 OC0205.and adjusted by the National Geodetic Survey in March 1998..
 OC0205
 OC0205.The orthometric height was key entered from printed documents
 OC0205.and not key verified.
 OC0205
 OC0205.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC0205
 OC0205.The geoid height was determined by GEOID03.
 OC0205
 OC0205;                    North         East     Units Scale Factor Converg.
 OC0205;SPC ME W     -    95,295.677   898,385.719   MT  0.99996670   -0 00 49.8
 OC0205;UTM  19      - 4,838,251.726   404,365.641   MT  0.99971249   -0 49 11.3
 OC0205
 OC0205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC0205!SPC ME W     -   1.00000132  x   0.99996670  =   0.99996802
 OC0205!UTM  19      -   1.00000132  x   0.99971249  =   0.99971381
 OC0205
 OC0205|---------------------------------------------------------------------|
 OC0205| PID    Reference Object                     Distance      Geod. Az  |
 OC0205|                                                           dddmmss.s |
 OC0205| CE8341 COW BATTERY ABBOTT VENTILATOR NORTH                01731     |
 OC0205| OC1703 COW ISLAND SEARCH LIGHT TOWER       321.763 METERS 04935     |
 OC0205| OC1691 LONGIS W SIDE CH CROSS N END        APPROX. 1.5 KM 1005029.7 |
 OC0205| CE8428 COW BATTERY ABBOTT VENTILATOR SOUTH                13844     |
 OC0205| OC1778 DP ABBOTT 1941                        3.124 METERS 21502     |
 OC0205| OC1745 MC KINLEY WATER TOWER               APPROX. 1.1 KM 2173134.6 |
 OC0205| OC1646 FORT MC KINLEY FLAGPOLE             APPROX. 1.0 KM 2255351.3 |
 OC0205| OC1665 BERRY                               APPROX. 0.6 KM 2272449.8 |
 OC0205| OC1812 PORTLAND SPTANDPIPE                 APPROX. 5.8 KM 2450627.0 |
 OC0205| OC1856 PORTLAND BURHAM MORRILL STACK       APPROX. 5.7 KM 2552220.8 |
 OC0205| OC1732 FLAMOUTH BROWN MEMORIAL CHURCH      APPROX. 4.2 KM 3071858.9 |
 OC0205| OC1768 FALMOUTH STANDPIPE                  APPROX. 5.7 KM 3393530.7 |
 OC0205| OC1777 COW ISLAND LEDGE LIGHT              APPROX. 1.3 KM 3533650.4 |
 OC0205| OC1493 YARMOUTH WATER TANK                 APPROX.11.4 KM 3552459.4 |
 OC0205|---------------------------------------------------------------------|
 OC0205
 OC0205                          SUPERSEDED SURVEY CONTROL
 OC0205
 OC0205  NAD 83(1992)-  43 41 28.04340(N)    070 11 12.08607(W) AD(       ) 2
 OC0205  NAD 83(1986)-  43 41 28.04946(N)    070 11 12.09154(W) AD(       ) 2
 OC0205  NAD 27      -  43 41 27.76000(N)    070 11 13.91600(W) AD(       ) 2
 OC0205
 OC0205.Superseded values are not recommended for survey control.
 OC0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0205.See file dsdata.txt to determine how the superseded data were derived.
 OC0205
 OC0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0436638252(NAD 83)
 OC0205_MARKER: DD = SURVEY DISK
 OC0205_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC0205_SP_SET: CONCRETE ROOF
 OC0205_STAMPING: COW USE 1909 1933
 OC0205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC0205
 OC0205  HISTORY     - Date     Condition        Report By
 OC0205  HISTORY     - 1933     MONUMENTED       CGS
 OC0205  HISTORY     - 1941     GOOD             CGS
 OC0205  HISTORY     - 1941     GOOD             CGS
 OC0205  HISTORY     - 1943     GOOD             NGS
 OC0205  HISTORY     - 1977     GOOD             DOD
 OC0205  HISTORY     - 1979     GOOD             LOCENG
 OC0205
 OC0205                          STATION DESCRIPTION
 OC0205
 OC0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC0205'STATION WAS FOUND AS DESCRIBED.  IT IS A DRILL HOLE IN THE
 OC0205'CONCRETE TOP OF BATTERY ABBOTT NEAR THE CENTER OF COW ISLAND.  THE
 OC0205'STATION IS AMONG THE THREE GUNS OF THE BATTERY, 10.7 METERS FROM
 OC0205'GUN NO. 1, 5.8 METERS FROM GUN NO. 2 AND 8.1 METERS FROM GUN
 OC0205'NO. 3.  THERE ARE TWO CIRCULAR IRON VENTILATORS SET FLUSH WITH
 OC0205'THE CONCRETE, THE N ONE 5.058 METERS FROM THE STATION AND THE S
 OC0205'ONE 8.285 METERS FROM THE STATION.
 OC0205'
 OC0205'THE DRILL HOLE WAS DEEPENED AND A STANDARD DISK STATION MARKER
 OC0205'WAS PUT IN FLUSH WITH THE CONCRETE.
 OC0205
 OC0205                          STATION RECOVERY (1941)
 OC0205
 OC0205'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FLP)
 OC0205'STATION RECOVERED AS DESCRIBED IN 1933.
 OC0205
 OC0205                          STATION RECOVERY (1941)
 OC0205
 OC0205'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC0205'STATION IS ON COW ISLAND APPROXIMATELY MIDWAY BETWEEN
 OC0205'NOS. 1, 2, AND 3 GUNS AT BATTERY ABBOTT, FORT LYONS.
 OC0205'
 OC0205'STATION IS MARKED BY A STANDARD DISK SET FLUSH IN THE
 OC0205'CONCRETE TOP OF BATTERY ABBOTT, STAMPED COW USE 1909, 1933.
 OC0205'
 OC0205'NO REFERENCE MARKS AT STATION.  THE TWO CIRCULAR IRON
 OC0205'VENTILATORS SET FLUSH IN CONCRETE MENTIONED IN THE ORIGINAL
 OC0205'DESCRIPTION COULD NOT BE RECOVERED.  THE CONCRETE HAS BEEN COVERED
 OC0205'WITH GROUND AND A THICK LAYER OF SOD TO CAMOUFLAGE THE BATTERY.
 OC0205
 OC0205                          STATION RECOVERY (1943)
 OC0205
 OC0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 OC0205'4.5 MI NE FROM PORTLAND.
 OC0205'4.5 MILES NORTHEAST (BY BOAT) OF THE DOCKS AT PORTLAND,
 OC0205'CUMBERLAND COUNTY, ON COW ISLAND, AT BATTERY ABBOT, 35.1 FEET
 OC0205'NORTHEAST OF GUN 1, 26.6 FEET WEST OF GUN 2, 19 FEET SOUTHEAST
 OC0205'OF GUN 3, 21.3 FEET EAST OF THE NORTHEAST CORNER OF THE BATTERY
 OC0205'CONTROL STATIONS, AND IN THE CONCRETE ROOF OF THE BATTERY
 OC0205'COVERED WITH ABOUT 3 INCHES OF DIRT.
 OC0205
 OC0205                          STATION RECOVERY (1977)
 OC0205
 OC0205'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1977
 OC0205'RECOVERED IN GOOD CONDITION.
 OC0205
 OC0205                          STATION RECOVERY (1979)
 OC0205
 OC0205'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979 (DAM)
 OC0205'STATION RECOVERED BY WHITMAN AND HOWARD, INC.
 OC0205'
 OC0205'COW USE 1909 1933 GOOD
 OC0205'
 OC0205'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0916 ***********************************************************************
 PD0916  DESIGNATION -  COX 1887
 PD0916  PID         -  PD0916
 PD0916  STATE/COUNTY-  ME/WASHINGTON
 PD0916  USGS QUAD   -  WHITING (1977)
 PD0916
 PD0916                         *CURRENT SURVEY CONTROL
 PD0916  ___________________________________________________________________
 PD0916* NAD 83(1996)-  44 52 06.35709(N)    067 10 00.99637(W)     ADJUSTED  
 PD0916* NAVD 88     -        43.     (meters)     141.     (feet)  SCALED    
 PD0916  ___________________________________________________________________
 PD0916  LAPLACE CORR-           4.46  (seconds)                    DEFLEC99
 PD0916  GEOID HEIGHT-         -22.67  (meters)                     GEOID03
 PD0916
 PD0916  HORZ ORDER  -  THIRD
 PD0916
 PD0916.The horizontal coordinates were established by classical geodetic methods
 PD0916.and adjusted by the National Geodetic Survey in March 1998..
 PD0916
 PD0916.The orthometric height was scaled from a topographic map.
 PD0916
 PD0916.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0916
 PD0916.The geoid height was determined by GEOID03.
 PD0916
 PD0916;                    North         East     Units Scale Factor Converg.
 PD0916;SPC ME E     -   134,388.400   405,337.082   MT  1.00003640   +0 56 25.9
 PD0916;UTM  19      - 4,969,969.504   644,803.301   MT  0.99985784   +1 17 36.3
 PD0916
 PD0916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0916!SPC ME E     -   0.99999684  x   1.00003640  =   1.00003324
 PD0916!UTM  19      -   0.99999684  x   0.99985784  =   0.99985468
 PD0916
 PD0916:                Primary Azimuth Mark                     Grid Az
 PD0916:SPC ME E     -  MITCHELL                                 005 34 41.9
 PD0916:UTM  19      -  MITCHELL                                 005 13 31.5
 PD0916
 PD0916|---------------------------------------------------------------------|
 PD0916| PID    Reference Object                     Distance      Geod. Az  |
 PD0916|                                                           dddmmss.s |
 PD0916| PD0935 MITCHELL                            APPROX. 4.9 KM 0063107.8 |
 PD0916| PD0944 EVERETT FLAG                        APPROX. 5.4 KM 0305852.6 |
 PD0916| PD0932 LINCOLNS LEDGE FLAG                 APPROX. 5.0 KM 2980827.1 |
 PD0916| PD0931 DENNYSVILLE SPIRE                   APPROX. 6.3 KM 3092922.1 |
 PD0916| PD0927 ARCUS 1860                          APPROX. 4.4 KM 3324811.8 |
 PD0916| PD0940 LINCOLNS SUMMER HSE                 APPROX. 2.9 KM 3350136.8 |
 PD0916|---------------------------------------------------------------------|
 PD0916
 PD0916                          SUPERSEDED SURVEY CONTROL
 PD0916
 PD0916  NAD 83(1992)-  44 52 06.34783(N)    067 10 00.99510(W) AD(       ) 3
 PD0916  NAD 83(1986)-  44 52 06.34559(N)    067 10 00.99747(W) AD(       ) 3
 PD0916  NAD 27      -  44 52 06.05900(N)    067 10 03.05800(W) AD(       ) 3
 PD0916
 PD0916.Superseded values are not recommended for survey control.
 PD0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0916.See file dsdata.txt to determine how the superseded data were derived.
 PD0916
 PD0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK4480369970(NAD 83)
 PD0916
 PD0916  HISTORY     - Date     Condition        Report By
 PD0916  HISTORY     - 1887     MONUMENTED       CGS
 PD0916  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0916
 PD0916                          STATION DESCRIPTION
 PD0916
 PD0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0916'STATION IS ABOUT 5.3 MILES N OF WHITING, 3.5 MILES SE OF
 PD0916'DENNYSVILLE, 0.5 MILE W OF WHITING BAY, 1.15 METERS NNW OF LITTLE
 PD0916'MOUNTAIN FIRE TOWER, ON THE SUMMIT OF A BURNED-OVER HILL, NOW
 PD0916'COVERED BY BARE ROCK LEDGES, BRUSH, FALLEN TIMBER, AND
 PD0916'SNAGS.  THE STATION IS ON THE HIGHEST POINT OF THE HIGHEST LEDGE
 PD0916'ON THE SUMMIT OF THE HILL, ABOUT A HALF MILE SSE OF EDMUNDS,
 PD0916'MAINE, AND ON THE MOOSEHORN NATIONAL WILD LIFE REFUGE.
 PD0916'
 PD0916'STATION MARK IS A 3/4-INCH DRILL HOLE 2-1/2 INCHES DEEP,
 PD0916'SURROUNDED BY A TRIANGLE, 10 INCHES ON A SIDE, CUT IN THE ROCK, AND
 PD0916'COVERED BY A CAIRN.
 PD0916'
 PD0916'TO REACH THE STATION FROM DENNYSVILLE, DRIVE SE ON U.S. HIGHWAY 1
 PD0916'ABOUT 2.6 MILES, THENCE E ON A SIDE ROAD 1.25 MILES TO A CREST
 PD0916'IN THE ROAD WITH FARM BUILDINGS ON BOTH SIDES OF THE ROAD.  WALK
 PD0916'500 METERS SSW ACROSS A DRAIN TO THE SUMMIT OF THE HILL AND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0541 ***********************************************************************
 OB0541  DESIGNATION -  COXES HEAD FLAGPOLE
 OB0541  PID         -  OB0541
 OB0541  STATE/COUNTY-  ME/SAGADAHOC
 OB0541  USGS QUAD   -  PHIPPSBURG (1957)
 OB0541
 OB0541                         *CURRENT SURVEY CONTROL
 OB0541  ___________________________________________________________________
 OB0541* NAD 83(1996)-  43 46 01.63633(N)    069 47 20.39472(W)     ADJUSTED  
 OB0541* NAVD 88     -                                                        
 OB0541  ___________________________________________________________________
 OB0541  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 OB0541  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 OB0541
 OB0541  HORZ ORDER  -  THIRD
 OB0541
 OB0541.The horizontal coordinates were established by classical geodetic methods
 OB0541.and adjusted by the National Geodetic Survey in March 1998..
 OB0541
 OB0541
 OB0541.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0541
 OB0541.The geoid height was determined by GEOID03.
 OB0541
 OB0541;                    North         East     Units Scale Factor Converg.
 OB0541;SPC ME W     -   103,808.383   930,408.549   MT  0.99997804   +0 15 40.5
 OB0541;UTM  19      - 4,846,310.501   436,495.756   MT  0.99964960   -0 32 44.8
 OB0541
 OB0541                          SUPERSEDED SURVEY CONTROL
 OB0541
 OB0541  NAD 83(1992)-  43 46 01.63391(N)    069 47 20.39294(W) AD(       ) 4
 OB0541  NAD 83(1986)-  43 46 01.64431(N)    069 47 20.40277(W) AD(       ) 4
 OB0541  NAD 27      -  43 46 01.32800(N)    069 47 22.22300(W) AD(       ) 3
 OB0541
 OB0541.Superseded values are not recommended for survey control.
 OB0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0541.See file dsdata.txt to determine how the superseded data were derived.
 OB0541
 OB0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3649646311(NAD 83)
 OB0541
 OB0541  HISTORY     - Date     Condition        Report By
 OB0541  HISTORY     - UNK      MONUMENTED
 OB0541  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0541  HISTORY     - 20020914 MARK NOT FOUND   USPSQD
 OB0541
 OB0541                          STATION DESCRIPTION
 OB0541
 OB0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OB0541'STATION IS ON A KNOLL ON THE W SIDE OF THE KENNEBEC
 OB0541'RIVER, KNOWN AS COXES HEAD, ABOUT 1-1/2 MILES
 OB0541'ABOVE ITS MOUTH AND ABOUT 1 MILE N BY W FROM OLD
 OB0541'FORT POPHAM.  THE HILL IS BARE ON ITS TOP AND S SLOPE,
 OB0541'BUT ON THE N AND E SLOPES IS A GROVE OF FIR SPRUCES.  THE
 OB0541'BARE ROCK FORMS A FLAT PLATEAU ON TOP OF THE
 OB0541'HILL, AND WAS AT ONE TIME THE FOUNDATION OF A
 OB0541'BUILDING, BUT NOW THE ROCK IS BARE AND ABOUT 25
 OB0541'METERS E AND W AND 10 METERS N AND S.  THE STATION
 OB0541'IS A TALL WOODEN FLAGPOLE GUYED FOUR WAYS AND ABOUT
 OB0541'5 METERS FROM THE W END OF THE ROCK.  THE FLAGPOLE
 OB0541'IS 13.3 METERS W OF STATION COXES HEAD, 1855,
 OB0541'AND 14.3 METERS SW OF COXES HEAD R.M. 2.
 OB0541
 OB0541                          STATION RECOVERY (2002)
 OB0541
 OB0541'RECOVERY NOTE BY US POWER SQUADRON 2002 (RHS)
 OB0541'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0542 ***********************************************************************
 OB0542  DESIGNATION -  COXES HEAD RESET
 OB0542  PID         -  OB0542
 OB0542  STATE/COUNTY-  ME/SAGADAHOC
 OB0542  USGS QUAD   -  PHIPPSBURG (1957)
 OB0542
 OB0542                         *CURRENT SURVEY CONTROL
 OB0542  ___________________________________________________________________
 OB0542* NAD 83(1996)-  43 46 01.87134(N)    069 47 19.89674(W)     ADJUSTED  
 OB0542* NAVD 88     -        40.     (meters)     131.     (feet)  SCALED    
 OB0542  ___________________________________________________________________
 OB0542  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 OB0542  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 OB0542
 OB0542  HORZ ORDER  -  SECOND
 OB0542
 OB0542.The horizontal coordinates were established by classical geodetic methods
 OB0542.and adjusted by the National Geodetic Survey in March 1998..
 OB0542
 OB0542.The orthometric height was scaled from a topographic map.
 OB0542
 OB0542.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0542
 OB0542.The geoid height was determined by GEOID03.
 OB0542
 OB0542;                    North         East     Units Scale Factor Converg.
 OB0542;SPC ME W     -   103,815.686   930,419.654   MT  0.99997804   +0 15 40.8
 OB0542;UTM  19      - 4,846,317.645   436,506.959   MT  0.99964958   -0 32 44.5
 OB0542
 OB0542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0542!SPC ME W     -   0.99999779  x   0.99997804  =   0.99997583
 OB0542!UTM  19      -   0.99999779  x   0.99964958  =   0.99964737
 OB0542
 OB0542:                Primary Azimuth Mark                     Grid Az
 OB0542:SPC ME W     -  PARKERS IS GEN BERRYS HSE CHIM           043 25 35.1
 OB0542:UTM  19      -  PARKERS IS GEN BERRYS HSE CHIM           044 14 00.4
 OB0542
 OB0542|---------------------------------------------------------------------|
 OB0542| PID    Reference Object                     Distance      Geod. Az  |
 OB0542|                                                           dddmmss.s |
 OB0542| OB0534 PARKERS IS GEN BERRYS HSE CHIM      APPROX. 2.9 KM 0434115.9 |
 OB0542| OB0535 PARKERS IS WIDOW OLIVERS HSE        APPROX. 2.5 KM 0602811.2 |
 OB0542| CE7308 COXES HEAD RM 1                       4.228 METERS 08429     |
 OB0542| OB0538 SPINNEYS EPHRAIM HOUSE              APPROX. 0.8 KM 0905727.9 |
 OB0542| OB0537 PARKERS ISLAND NEW HOUSE CHIM       APPROX. 1.3 KM 0911514.9 |
 OB0542| OB0528 SHAG ROCK BEACON                    APPROX. 0.6 KM 1205625.3 |
 OB0542| OB0465 POND ISLAND LIGHT OLD               APPROX. 3.4 KM 1533108.8 |
 OB0542| OB0466 POND ISLAND LIGHTHOUSE NEW          APPROX. 3.4 KM 1533818.0 |
 OB0542| OB0467 POND ISLAND BELLHOUSE               APPROX. 3.5 KM 1541735.8 |
 OB0542| OB0544 HUNNEWELLS FLAGSTAFF                APPROX. 1.5 KM 1652715.0 |
 OB0542| OB0543 POPHAM BEACH CHURCH SPIRE           APPROX. 1.7 KM 1704935.4 |
 OB0542| OB0478 FULLER RICK LIGHTHOUSE              APPROX. 8.7 KM 2043103.7 |
 OB0542| OB0483 MORSE MT RADAR TOWER                APPROX. 4.4 KM 2223413.2 |
 OB0542| OB0541 COXES HEAD FLAGPOLE                  13.292 METERS 23656     |
 OB0542| CE7309 COXES HEAD RM 2                       2.905 METERS 34115     |
 OB0542| OB0514 ARROWSEAG WETMORES HSE CHIM         APPROX.13.6 KM 3560619.6 |
 OB0542|---------------------------------------------------------------------|
 OB0542
 OB0542                          SUPERSEDED SURVEY CONTROL
 OB0542
 OB0542  NAD 83(1992)-  43 46 01.86892(N)    069 47 19.89497(W) AD(       ) 2
 OB0542  NAD 83(1986)-  43 46 01.87457(N)    069 47 19.90056(W) AD(       ) 2
 OB0542  NAD 27      -  43 46 01.57200(N)    069 47 21.73300(W) AD(       ) 2
 OB0542
 OB0542.Superseded values are not recommended for survey control.
 OB0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0542.See file dsdata.txt to determine how the superseded data were derived.
 OB0542
 OB0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3650746318(NAD 83)
 OB0542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OB0542+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2005
 OB0542
 OB0542  HISTORY     - Date     Condition        Report By
 OB0542  HISTORY     - 1933     MONUMENTED       CGS
 OB0542  HISTORY     - 1904     SEE DESCRIPTION  CGS
 OB0542  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OB0542  HISTORY     - 1941     SEE DESCRIPTION  CGS
 OB0542  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0542  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OB0542  HISTORY     - 20020914 MARK NOT FOUND   USPSQD
 OB0542  HISTORY     - 20050407 GOOD             INDIV
 OB0542
 OB0542                          STATION DESCRIPTION
 OB0542
 OB0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1904
 OB0542'THIS HEAD IS ON THE W SIDE OF THE KENNEBEC RIVER NEAR ITS MOUTH
 OB0542'AND BELONGS TO THE UNITED STATES.  THE HILL IS BARE ON ITS TOP
 OB0542'AND SOUTHERN SLOPE, BUT ON THE NORTHERN AND EASTERN SLOPES IS A
 OB0542'GROVE OF FIR SPRUCES.  THE STATION IS IN THE SE CORNER OF THE OLD
 OB0542'FORT AND ORIGINALLY WAS MARKED BY A DRILL HOLE SURROUNDED BY A
 OB0542'TRIANGLE CUT IN THE ROCK.  THE STATION IS 13.3 METERS FROM THE
 OB0542'CENTER OF A LARGE FLAGPOLE ERECTED BY THE PILOTS, AND 3.6
 OB0542'METERS N OF A WIRE FENCE CROSSING THE TOP OF THE HILL.
 OB0542
 OB0542                          STATION RECOVERY (1933)
 OB0542
 OB0542'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OB0542'THIS HEAD IS ON A KNOLL ON THE W SIDE OF THE KENNEBEC RIVER ABOUT
 OB0542'1-1/2 MILES ABOVE ITS MOUTH AND ABOUT 1 MILE N BY W FROM OLD FORT
 OB0542'POPHAM.  THE HILL IS BARE ON ITS TOP AND SOUTHERN SLOPE, BUT ON
 OB0542'THE NORTHERN AND EASTERN SLOPES IS A GROVE OF FIR SPRUCES.  THE
 OB0542'BARE ROCK FORMS A FLAT PLATEAU ON TOP OF THE HILL AND WAS AT ONE
 OB0542'TIME THE FOUNDATION OF A BUILDING, BUT NOW THE ROCK IS BARE
 OB0542'ABOUT 25 METERS E AND W, AND 10 METERS N AND S.  ABOUT 5 METERS
 OB0542'FROM THE W END OF THE ROCK IS A TALL WOODEN FLAGPOLE GUYED 4
 OB0542'WAYS.  THE STATION IS 13.3 METERS E OF THE FLAGPOLE AND ABOUT
 OB0542'5 METERS FROM THE E END OF THE PLATEAU.  THE MARK HAS 3 ANCHOR
 OB0542'BOLTS AROUND IT, 0.38 METER W, 0.38 METER NE, AND 0.38 METER SE.
 OB0542'
 OB0542'REFERENCE MARK NO. 1 IS E OF THE STATION IN THE SAME ROCK LEDGE
 OB0542'AND 2 METERS FROM THE SE CORNER OF THE PLATEAU.
 OB0542'
 OB0542'REFERENCE MARK NO. 2 IS N OF THE STATION IN THE SAME LEDGE, AND
 OB0542'IN THE TRAIL ON THE N SIDE OF THE KNOLL, AND IS ALSO 14.3 METERS
 OB0542'FROM THE FLAGPOLE.
 OB0542
 OB0542                          STATION RECOVERY (1941)
 OB0542
 OB0542'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OB0542'STATION IS LOCATED ON A PLATEAU NEAR A POINT OF LAND KNOWN AS
 OB0542'COX HEAD.  IT IS ON THE W SIDE OF KENNEBEC RIVER ABOUT 1 MILE N
 OB0542'BY W FROM OLD FORT POPHAM.  STATION IS 13.3 METERS E OF A TALL
 OB0542'FLAGPOLE WHICH CAN BE SEEN FROM WITHIN THE VICINITY OF THE
 OB0542'STATION.
 OB0542'
 OB0542'STATION IS MARKED BY A STANDARD DISK SET IN BEDROCK ON HIGHEST
 OB0542'POINT OF PLATEAU, STAMPED COXES HEAD 1855, 1933.
 OB0542'
 OB0542'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN BEDROCK AT SAME
 OB0542'ELEVATION AS STATION, STAMPED COXES HEAD 1855, 1933.
 OB0542'
 OB0542'REFERENCE MARK NO. 2 IS A STANDARD DISK SET ABOUT THE SAME
 OB0542'ELEVATION AS STATION, STAMPED COXES HEAD 1855, 1933.
 OB0542'FORT POPHAM LIGHT ABOUT 1 MILE S OF STATION SERVES AS AN AZIMUTH
 OB0542'MARK.
 OB0542'DISTANCES TO REFERENCE MARKS CHECKED VERY WELL WITH THE ORIGINAL
 OB0542'MEASUREMENTS.
 OB0542'
 OB0542'DIRECTION TO REFERENCE MARK NO. 1 WAS FOUND TO BE IN ERROR BY 6
 OB0542'MINUTES.  REFERENCE MARK NO. 2 CHECKED SATISFACTORILY.
 OB0542
 OB0542                          STATION RECOVERY (1942)
 OB0542
 OB0542'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OB0542'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED.
 OB0542
 OB0542                          STATION RECOVERY (1943)
 OB0542
 OB0542'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 OB0542'STATION, NOTE 2, AND REFERENCE MARKS 1 AND 2, NOTES 12A,
 OB0542'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 OB0542'
 OB0542'ORIGINAL DESCRIPTION SUBMITTED IN 1933 ADEQUATE.
 OB0542'
 OB0542'OBSERVATIONS MADE FROM A 4-FOOT STAND.
 OB0542
 OB0542                          STATION RECOVERY (2002)
 OB0542
 OB0542'RECOVERY NOTE BY US POWER SQUADRON 2002 (RHS)
 OB0542'MARK NOT FOUND.
 OB0542
 OB0542                          STATION RECOVERY (2005)
 OB0542
 OB0542'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JJR)
 OB0542'BOTH THE STATION AND RM 2 WERE RECOVERED.  RM 1 WAS NOT FOUND,
 OB0542'ALTHOUGH IT MAY BE COVERED WITH UNDERGROWTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1817 ***********************************************************************
 PE1817  DESIGNATION -  CRAB
 PE1817  PID         -  PE1817
 PE1817  STATE/COUNTY-  ME/HANCOCK
 PE1817  USGS QUAD   -  BAR HARBOR (1982)
 PE1817
 PE1817                         *CURRENT SURVEY CONTROL
 PE1817  ___________________________________________________________________
 PE1817* NAD 83(1996)-  44 27 49.78939(N)    068 13 48.82307(W)     ADJUSTED  
 PE1817* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 PE1817  ___________________________________________________________________
 PE1817  LAPLACE CORR-           4.22  (seconds)                    DEFLEC99
 PE1817  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 PE1817
 PE1817  HORZ ORDER  -  SECOND
 PE1817
 PE1817.The horizontal coordinates were established by classical geodetic methods
 PE1817.and adjusted by the National Geodetic Survey in March 1998..
 PE1817
 PE1817.The orthometric height was scaled from a topographic map.
 PE1817
 PE1817.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1817
 PE1817.The geoid height was determined by GEOID03.
 PE1817
 PE1817;                    North         East     Units Scale Factor Converg.
 PE1817;SPC ME E     -    88,602.205   321,465.913   MT  0.99990566   +0 11 20.3
 PE1817;UTM  19      - 4,923,679.691   561,232.950   MT  0.99964611   +0 32 21.2
 PE1817
 PE1817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1817!SPC ME E     -   1.00000334  x   0.99990566  =   0.99990900
 PE1817!UTM  19      -   1.00000334  x   0.99964611  =   0.99964945
 PE1817
 PE1817:                Primary Azimuth Mark                     Grid Az
 PE1817:SPC ME E     -  GRINDSTONE NECK STANDPIPE                130 05 09.6
 PE1817:UTM  19      -  GRINDSTONE NECK STANDPIPE                129 44 08.7
 PE1817
 PE1817|---------------------------------------------------------------------|
 PE1817| PID    Reference Object                     Distance      Geod. Az  |
 PE1817|                                                           dddmmss.s |
 PE1817| PE1759 GRINDSTONE NECK STANDPIPE           APPROX.14.1 KM 1301629.9 |
 PE1817| CE7870 CRAB RM 1                             3.750 METERS 19759     |
 PE1817| PE1881 MARLBORO OLD POINT BARN CUPOLA      APPROX. 3.5 KM 2924044.9 |
 PE1817| CE7871 CRAB RM 2                             6.105 METERS 30818     |
 PE1817| PE1805 HANCOCK PT STEEL TWR WINDMILL       APPROX. 0.6 KM 3241340.3 |
 PE1817|---------------------------------------------------------------------|
 PE1817
 PE1817                          SUPERSEDED SURVEY CONTROL
 PE1817
 PE1817  NAD 83(1992)-  44 27 49.78419(N)    068 13 48.82471(W) AD(       ) 2
 PE1817  NAD 83(1986)-  44 27 49.78271(N)    068 13 48.82865(W) AD(       ) 2
 PE1817  NAD 27      -  44 27 49.49900(N)    068 13 50.78000(W) AD(       ) 2
 PE1817
 PE1817.Superseded values are not recommended for survey control.
 PE1817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1817.See file dsdata.txt to determine how the superseded data were derived.
 PE1817
 PE1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK6123323680(NAD 83)
 PE1817_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PE1817+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2006
 PE1817
 PE1817  HISTORY     - Date     Condition        Report By
 PE1817  HISTORY     - 1934     MONUMENTED       CGS
 PE1817  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE1817  HISTORY     - 20060704 GOOD             INDIV
 PE1817
 PE1817                          STATION DESCRIPTION
 PE1817
 PE1817'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1817'THE STATION IS ON THE SW POINT OF CRABTREE POINT, 4-1/2 MILES
 PE1817'NNW OF BAR HARBOR AND 9-1/2 MILES ESE OF ELLSWORTH.  LAND IS
 PE1817'OWNED BY KENNETH W. GIRDWOOD, WEST ORANGE, N.J.
 PE1817'
 PE1817'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 PE1817'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 PE1817'
 PE1817'STATION IS 88.5 FEET S OF SE CORNER OF PIAZZA AND 104 FEET SSE
 PE1817'OF SW CORNER OF PIAZZA OF SHINGLED HOUSE.  IT IS 6-1/2 FEET W
 PE1817'OF 6-FOOT E FACE OF LEDGE.
 PE1817'
 PE1817'REFERENCE MARK NO. 1 IS 12.30 FEET SSE OF STATION AND IS 6 FEET
 PE1817'W OF 6-FOOT E FACE OF LEDGE.  IT IS 101 FEET S OF SE CORNER AND
 PE1817'115 FEET SSE OF SW CORNER OF PIAZZA.  REFERENCE MARK NO. 2 IS
 PE1817'20.03 FEET NW OF STATION AND 17.5 FEET E OF 7-FOOT W FACE OF
 PE1817'LEDGE.  IT IS 82 FEET SW OF SE CORNER AND 89 FEET SE OF SW
 PE1817'CORNER OF PIAZZA.
 PE1817'
 PE1817'FROM JUNCTIONS OF HIGHWAYS 1 AND 3, ONE MILE S OF ELLSWORTH,
 PE1817'FOLLOW HIGHWAY 1 E, 8.3 MILES AND TURN RIGHT AT WATER FOUNTAIN,
 PE1817'0.3 MILE PAST TALL WHITE SPIRE.  FOLLOW MAIN-TRAVELED ROAD 4.8
 PE1817'MILES AND TURN RIGHT AT END OF PAVEMENT, CONTINUE 0.1 MILE TO
 PE1817'SW POINT OF NECK.
 PE1817'
 PE1817'A 4-FOOT SIGNAL WAS USED.
 PE1817
 PE1817                          STATION RECOVERY (1944)
 PE1817
 PE1817'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1817'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 PE1817'CONDITION.  DISTANCES TO REFERENCE MARKS WERE MEASURED AND
 PE1817'CHECK.  DESCRIPTION ADEQUATE.
 PE1817
 PE1817                          STATION RECOVERY (2006)
 PE1817
 PE1817'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (RLH)
 PE1817'STATION AND TWO REFERENCE MARKS RECOVERED.  SHINGLED HOUSE MENTIONED
 PE1817'IN ORIGINAL STATION DESCRIPTION STILL STANDING.  DISTANCES TO BUILDING
 PE1817'AND REFERENCE MARKS NOT MEASURED.
 PE1817' 
 PE1817'UPDATED DIRECTIONS FROM US ROUTE 1, RIGHT TURN ONTO HANCOCK POINT WEST
 PE1817'ROAD FROM HANCOCK VILLAGE, CONTINUE APPROX. 4.8 MILES TO
 PE1817'T-INTERSECTION AT END OF ROAD.  TURN RIGHT, CONTINUE 0.1 MILE ON
 PE1817'GRAVEL ROAD TO SHORT RIGHT-OF-WAY LANE ON LEFT LEADING SW TO SHORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1619 ***********************************************************************
 QF1619  DESIGNATION -  CRAB IBC
 QF1619  PID         -  QF1619
 QF1619  STATE/COUNTY-  ME/WASHINGTON
 QF1619  USGS QUAD   -  FOREST CITY (1988)
 QF1619
 QF1619                         *CURRENT SURVEY CONTROL
 QF1619  ___________________________________________________________________
 QF1619* NAD 83(1996)-  45 37 46.74626(N)    067 40 06.71430(W)     ADJUSTED  
 QF1619* NAVD 88     -       118.     (meters)     387.     (feet)  SCALED    
 QF1619  ___________________________________________________________________
 QF1619  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 QF1619  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 QF1619
 QF1619  HORZ ORDER  -  THIRD
 QF1619
 QF1619.The horizontal coordinates were established by classical geodetic methods
 QF1619.and adjusted by the National Geodetic Survey in March 1998..
 QF1619
 QF1619.The orthometric height was scaled from a topographic map.
 QF1619
 QF1619.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1619
 QF1619.The geoid height was determined by GEOID03.
 QF1619
 QF1619;                    North         East     Units Scale Factor Converg.
 QF1619;SPC ME E     -   218,450.987   364,830.102   MT  0.99995166   +0 35 39.8
 QF1619;UTM  19      - 5,053,762.692   603,784.152   MT  0.99973242   +0 57 06.7
 QF1619
 QF1619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1619!SPC ME E     -   0.99998526  x   0.99995166  =   0.99993692
 QF1619!UTM  19      -   0.99998526  x   0.99973242  =   0.99971768
 QF1619
 QF1619:                Primary Azimuth Mark                     Grid Az
 QF1619:SPC ME E     -  REFERENCE MON 88=FURNACE                 150 35 59.9
 QF1619:UTM  19      -  REFERENCE MON 88=FURNACE                 150 14 33.0
 QF1619
 QF1619|---------------------------------------------------------------------|
 QF1619| PID    Reference Object                     Distance      Geod. Az  |
 QF1619|                                                           dddmmss.s |
 QF1619| QF1603 REFERENCE MON 88=FURNACE            APPROX. 1.1 KM 1511139.7 |
 QF1619|---------------------------------------------------------------------|
 QF1619
 QF1619                          SUPERSEDED SURVEY CONTROL
 QF1619
 QF1619  NAD 83(1992)-  45 37 46.74273(N)    067 40 06.71201(W) AD(       ) 3
 QF1619  NAD 83(1986)-  45 37 46.74586(N)    067 40 06.72506(W) AD(       ) 3
 QF1619  NAD 27      -  45 37 46.52400(N)    067 40 08.70300(W) AD(       ) 3
 QF1619
 QF1619.Superseded values are not recommended for survey control.
 QF1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1619.See file dsdata.txt to determine how the superseded data were derived.
 QF1619
 QF1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL0378453763(NAD 83)
 QF1619_MARKER: DD = SURVEY DISK
 QF1619_SETTING: 80 = SET IN A BOULDER
 QF1619_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF1619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1619+STABILITY: SURFACE MOTION
 QF1619
 QF1619  HISTORY     - Date     Condition        Report By
 QF1619  HISTORY     - 1912     MONUMENTED       IBC
 QF1619  HISTORY     - 1955     GOOD             IBC
 QF1619  HISTORY     - 1972     GOOD             IBC
 QF1619
 QF1619                          STATION DESCRIPTION
 QF1619
 QF1619'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (AJB)
 QF1619'ON THE E SHORE OF SPEDNIK LAKE, 0.45 MILE N OF HINKLEY POINT.
 QF1619'MCALLISTER COVE IS 0.35 MILE E ACROSS THE POINT FROM THE STATION.
 QF1619'THE STATION IS ON A ROCK 6 METERS LONG, 4.6 METERS WIDE, 3 METERS
 QF1619'HIGH ON THE LAND SIDE, AND SLOPING TO THE WATER ON THE LAKE SIDE.
 QF1619'STATION IS 50 FEET OUTSIDE THE VEGETATION ON THE SHORE, 150 FEET S OF
 QF1619'THE SECOND PROMINENT POINT ABOVE HINKLEY POINT, AND ANOTHER LARGE
 QF1619'ROCK IS 10 FEET INSHORE.
 QF1619'
 QF1619'STATION MARK IS A COPPER DISK SET IN A DRILL HOLE IN THE ROCK.
 QF1619'THREE CROSSES WITHIN TRIANGLES ARE CUT IN THE ROCK, RESPECTIVELY,
 QF1619'1.55 METERS UPSTREAM, 1.38 METERS DOWNSTREAM, AND 1.12 METERS
 QF1619'LAKEWARD FROM THE STATION MARK.
 QF1619
 QF1619                          STATION RECOVERY (1955)
 QF1619
 QF1619'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1619'STATION RECOVERED IN GOOD CONDITION.
 QF1619
 QF1619                          STATION RECOVERY (1972)
 QF1619
 QF1619'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1619'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1795 ***********************************************************************
 PE1795  DESIGNATION -  CRABTREE LEDGE LH
 PE1795  PID         -  PE1795
 PE1795  STATE/COUNTY-  ME/HANCOCK
 PE1795  USGS QUAD   -  BAR HARBOR (1982)
 PE1795
 PE1795                         *CURRENT SURVEY CONTROL
 PE1795  ___________________________________________________________________
 PE1795* NAD 83(1996)-  44 28 18.50256(N)    068 13 15.27345(W)     ADJUSTED  
 PE1795* NAVD 88     -                                                        
 PE1795  ___________________________________________________________________
 PE1795  LAPLACE CORR-           4.10  (seconds)                    DEFLEC99
 PE1795  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 PE1795
 PE1795  HORZ ORDER  -  THIRD
 PE1795
 PE1795.The horizontal coordinates were established by classical geodetic methods
 PE1795.and adjusted by the National Geodetic Survey in March 1998..
 PE1795
 PE1795
 PE1795.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1795
 PE1795.The geoid height was determined by GEOID03.
 PE1795
 PE1795;                    North         East     Units Scale Factor Converg.
 PE1795;SPC ME E     -    89,490.895   322,204.437   MT  0.99990606   +0 11 43.9
 PE1795;UTM  19      - 4,924,572.648   561,965.837   MT  0.99964722   +0 32 44.9
 PE1795
 PE1795                          SUPERSEDED SURVEY CONTROL
 PE1795
 PE1795  NAD 83(1992)-  44 28 18.49974(N)    068 13 15.27733(W) AD(       ) 4
 PE1795  NAD 83(1986)-  44 28 18.49826(N)    068 13 15.28122(W) AD(       ) 4
 PE1795  NAD 27      -  44 28 18.20000(N)    068 13 17.24000(W) AD(       ) 3
 PE1795
 PE1795.Superseded values are not recommended for survey control.
 PE1795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1795.See file dsdata.txt to determine how the superseded data were derived.
 PE1795
 PE1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK6196624573(NAD 83)
 PE1795
 PE1795  HISTORY     - Date     Condition        Report By
 PE1795  HISTORY     - UNK      MONUMENTED
 PE1795  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE1795  HISTORY     - 1952     SEE DESCRIPTION  CGS
 PE1795
 PE1795                          STATION DESCRIPTION
 PE1795
 PE1795'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1795'THE WHITE CONICAL TOWER ON A BLACK CYLINDRICAL PIER IN SULLIVAN
 PE1795'HARBOR, JUST E OF CRABTREE NECK.  THE LIGHT IS NO LONGER IN USE.  IT
 PE1795'WAS NOT OBSERVED UPON IN THE 1934 TRIANGULATION.
 PE1795
 PE1795                          STATION RECOVERY (1952)
 PE1795
 PE1795'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (SH)
 PE1795'LETTER OF SUMMER HAZELWOOD, HAZLEMERE COTTAGE, HANCOCK POINT, MAINE,
 PE1795'DATED DECEMBER 17, 1952--
 PE1795'
 PE1795'THE LIGHTHOUSE WAS PARTLY DEMOLISHED, AND THE REMAINDER FELL OVER
 PE1795'AND IS JUST VISIBLE OVER WATER AT ABOUT 1/3 TIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1890 ***********************************************************************
 PE1890  DESIGNATION -  CRABTREE NECK BAPTIST CH CHIM
 PE1890  PID         -  PE1890
 PE1890  STATE/COUNTY-  ME/HANCOCK
 PE1890  USGS QUAD   -  SALSBURY COVE (1981)
 PE1890
 PE1890                         *CURRENT SURVEY CONTROL
 PE1890  ___________________________________________________________________
 PE1890* NAD 83(1996)-  44 29 56.83340(N)    068 15 20.82944(W)     ADJUSTED  
 PE1890* NAVD 88     -                                                        
 PE1890  ___________________________________________________________________
 PE1890  LAPLACE CORR-           4.59  (seconds)                    DEFLEC99
 PE1890  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 PE1890
 PE1890  HORZ ORDER  -  THIRD
 PE1890
 PE1890.The horizontal coordinates were established by classical geodetic methods
 PE1890.and adjusted by the National Geodetic Survey in March 1998..
 PE1890
 PE1890
 PE1890.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1890
 PE1890.The geoid height was determined by GEOID03.
 PE1890
 PE1890;                    North         East     Units Scale Factor Converg.
 PE1890;SPC ME E     -    92,516.907   319,420.587   MT  0.99990464   +0 10 16.2
 PE1890;UTM  19      - 4,927,580.796   559,164.264   MT  0.99964305   +0 31 17.9
 PE1890
 PE1890                          SUPERSEDED SURVEY CONTROL
 PE1890
 PE1890  NAD 83(1992)-  44 29 56.82723(N)    068 15 20.83007(W) AD(       ) 4
 PE1890  NAD 83(1986)-  44 29 56.82581(N)    068 15 20.83373(W) AD(       ) 4
 PE1890  NAD 27      -  44 29 56.55000(N)    068 15 22.78000(W) AD(       ) 3
 PE1890
 PE1890.Superseded values are not recommended for survey control.
 PE1890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1890.See file dsdata.txt to determine how the superseded data were derived.
 PE1890
 PE1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK5916427581(NAD 83)
 PE1890
 PE1890  HISTORY     - Date     Condition        Report By
 PE1890  HISTORY     - UNK      MONUMENTED
 PE1890  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE1890  HISTORY     - 1952     SEE DESCRIPTION  CGS
 PE1890
 PE1890                          STATION DESCRIPTION
 PE1890
 PE1890'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1890'THERE IS AN OLD CHURCH AT THE PLOTTED POSITION OF THE STATION.  IT
 PE1890'HAS A SPIRE ON ITS E END AND A CHIMNEY ON ITS W END.  IT IS
 PE1890'POSSIBLE THAT THE CHIMNEY IS THE STATION ALTHOUGH NO CHECK WAS
 PE1890'OBTAINED ON IT IN THE 1934 OBSERVATIONS.
 PE1890
 PE1890                          STATION RECOVERY (1952)
 PE1890
 PE1890'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (SH)
 PE1890'LETTER OF SUMNER HAZLEWOOD, HAZLEMERE COTTAGE, HANCOCK POINT,
 PE1890'MAINE, DATED DECEMBER 17, 1952--
 PE1890'
 PE1890'THE CHURCH HAS BEEN TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0334 ***********************************************************************
 OB0334  DESIGNATION -  CRANBERRY
 OB0334  PID         -  OB0334
 OB0334  STATE/COUNTY-  ME/KNOX
 OB0334  USGS QUAD   -  FRIENDSHIP (1973)
 OB0334
 OB0334                         *CURRENT SURVEY CONTROL
 OB0334  ___________________________________________________________________
 OB0334* NAD 83(1996)-  43 56 04.47172(N)    069 21 42.33583(W)     ADJUSTED  
 OB0334* NAVD 88     -                                                        
 OB0334  ___________________________________________________________________
 OB0334  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 OB0334  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 OB0334
 OB0334  HORZ ORDER  -  THIRD
 OB0334
 OB0334.The horizontal coordinates were established by classical geodetic methods
 OB0334.and adjusted by the National Geodetic Survey in March 1998..
 OB0334
 OB0334
 OB0334.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0334
 OB0334.The geoid height was determined by GEOID03.
 OB0334
 OB0334;                    North         East     Units Scale Factor Converg.
 OB0334;SPC ME E     -    30,124.953   230,812.426   MT  0.99995886   -0 35 52.6
 OB0334;SPC ME W     -   122,659.148   964,627.330   MT  1.00001802   +0 33 30.6
 OB0334;UTM  19      - 4,864,669.925   470,964.358   MT  0.99961037   -0 15 03.6
 OB0334
 OB0334                          SUPERSEDED SURVEY CONTROL
 OB0334
 OB0334  NAD 83(1992)-  43 56 04.47392(N)    069 21 42.32152(W) AD(       ) 4
 OB0334  NAD 83(1986)-  43 56 04.47856(N)    069 21 42.32804(W) AD(       ) 4
 OB0334  NAD 27      -  43 56 04.14000(N)    069 21 44.15000(W) AD(       ) 3
 OB0334
 OB0334.Superseded values are not recommended for survey control.
 OB0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0334.See file dsdata.txt to determine how the superseded data were derived.
 OB0334
 OB0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ7096464670(NAD 83)
 OB0334
 OB0334  HISTORY     - Date     Condition        Report By
 OB0334  HISTORY     - UNK      MONUMENTED
 OB0334  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OB0334
 OB0334                          STATION DESCRIPTION
 OB0334
 OB0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FLP)
 OB0334'A SEARCH WAS MADE ON A LEDGE COVERED WITH MOSS ON TOP OF THE
 OB0334'S END OF CRANBERRY ISLAND BUT NO MARK WAS FOUND.  PLANE-TABLE
 OB0334'AND AIR COMPILATION METHODS MIGHT REVEAL THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2574 ***********************************************************************
 OC2574  DESIGNATION -  CRANBERRY
 OC2574  PID         -  OC2574
 OC2574  STATE/COUNTY-  ME/YORK
 OC2574  USGS QUAD   -  SOMERSWORTH (1998)
 OC2574
 OC2574                         *CURRENT SURVEY CONTROL
 OC2574  ___________________________________________________________________
 OC2574* NAD 83(1996)-  43 18 30.50878(N)    070 51 26.80000(W)     ADJUSTED  
 OC2574* NAVD 88     -       105.2    (meters)     345.     (feet)  VERTCON   
 OC2574  ___________________________________________________________________
 OC2574  LAPLACE CORR-           2.93  (seconds)                    DEFLEC99
 OC2574  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 OC2574
 OC2574  HORZ ORDER  -  SECOND
 OC2574
 OC2574.The horizontal coordinates were established by classical geodetic methods
 OC2574.and adjusted by the National Geodetic Survey in March 1998..
 OC2574
 OC2574.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2574
 OC2574.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2574
 OC2574.The geoid height was determined by GEOID03.
 OC2574
 OC2574;                    North         East     Units Scale Factor Converg.
 OC2574;SPC ME W     -    53,015.381   843,957.693   MT  1.00000529   -0 28 25.8
 OC2574;UTM  19      - 4,796,746.474   349,360.736   MT  0.99987914   -1 16 27.5
 OC2574
 OC2574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2574!SPC ME W     -   0.99998770  x   1.00000529  =   0.99999299
 OC2574!UTM  19      -   0.99998770  x   0.99987914  =   0.99986684
 OC2574
 OC2574|---------------------------------------------------------------------|
 OC2574| PID    Reference Object                     Distance      Geod. Az  |
 OC2574|                                                           dddmmss.s |
 OC2574| CE7310 CRANBERRY RM 1                       17.956 METERS 00410     |
 OC2574| OC2573 CRANBERRY RM 2                       19.870 METERS 07317     |
 OC2574| OC2580 CRANBERRY AZ MK A PT                341.040 METERS 31701     |
 OC2574| OC2579 CRANBERRY AZ MK                     345.197 METERS 31749     |
 OC2574|---------------------------------------------------------------------|
 OC2574
 OC2574                          SUPERSEDED SURVEY CONTROL
 OC2574
 OC2574  NAD 83(1992)-  43 18 30.50723(N)    070 51 26.80052(W) AD(       ) 2
 OC2574  NAD 83(1986)-  43 18 30.51204(N)    070 51 26.80776(W) AD(       ) 2
 OC2574  NAD 27      -  43 18 30.20644(N)    070 51 28.58707(W) AD(       ) 2
 OC2574  NGVD 29 (07/19/86)  105.4    (m)          346.     (f) VERT ANG       
 OC2574
 OC2574.Superseded values are not recommended for survey control.
 OC2574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2574.See file dsdata.txt to determine how the superseded data were derived.
 OC2574
 OC2574_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH4936196746(NAD 83)
 OC2574_MARKER: DS = TRIANGULATION STATION DISK
 OC2574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC2574_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC2574
 OC2574  HISTORY     - Date     Condition        Report By
 OC2574  HISTORY     - 1976     MONUMENTED       NGS
 OC2574
 OC2574                          STATION DESCRIPTION
 OC2574
 OC2574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2574'THE STATION IS LOCATED IN THE TOWN OF BERWICK, 2.7 MILES
 OC2574'NORTH OF THE VILLAGE, 6 MILES EAST OF ROCHESTER, NEW HAMPSHIRE
 OC2574'6.5 MILES WEST OF NORTH BERWICK, 6 MILES NORTHWEST OF SOUTH
 OC2574'BERWICK AND ON THE SOUTHWEST SIDE OF THE CRANBERRY MEADOW ROAD.
 OC2574'
 OC2574'TO REACH THE STATION FROM THE BERWICK TOWN HALL, GO NORTHERLY
 OC2574'ON SULLIVAN STREET FOR 0.40 MILE TO A FORK IN THE ROAD, BEAR
 OC2574'LEFT AND GO NORTHERLY ON PINE HILL ROAD FOR 1.25 MILES TO A
 OC2574'STANDPIPE ON THE RIGHT.  CONTINUE ON PINE HILL ROAD FOR 0.45
 OC2574'MILE TO THE REDLON ROAD ON THE LEFT.  CONTINUE NORTHERLY
 OC2574'ON PINE HILL ROAD FOR 0.25 MILE TO THE WORSTER ROAD ON
 OC2574'THE RIGHT.  TURN RIGHT AND GO NORTHEASTERLY FOR 0.95 MILE
 OC2574'TO THE JUNCTION OF THE CRANBERRY MEADOW ROAD.  TURN LEFT
 OC2574'AND GO NORTHWESTERLY FOR 0.10 MILE TO THE STATION ON
 OC2574'THE LEFT.
 OC2574'
 OC2574'THE STATION IS A STANDARD DISK STAMPED--CRANBERRY 1976-SET
 OC2574'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST WHICH IS
 OC2574'FLUSH WITH THE GROUND SURFACE.  NO UNDERGROUND MARK WAS SET
 OC2574'DUE TO UNDERGROUND WATER CONDITIONS, THE STATION IS 4.5 FEET
 OC2574'NORTHEAST OF A METAL WITNESS POST, 48 FEET NORTH-WEST OF A
 OC2574'POLE NUMBERED 57-50 S, 70 FEET WEST OF A POLE NUMBERED 57-50.
 OC2574'26.5 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD AND 72 FEET
 OC2574'EAST-SOUTHEAST OF A 14-INCH MAPLE TREE.
 OC2574'
 OC2574'REFERENCE MARK 1 IS A STANDARD DISK STAMPED--CRANBERRY NO 1 1976-
 OC2574'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST WHICH IS
 OC2574'FLUSH WITH THE GROUND SURFACE. IT IS 2 FEET SOUTHWEST OF A
 OC2574'METAL WITNESS POST, 20.7 FEET NORTHEAST OF THE CENTERLINE OF
 OC2574'ROAD AND 82.3 FEET EAST-NORTHEAST OF A 14-INCH MAPLE TREE.
 OC2574'
 OC2574'REFERENCE MARK 2 IS A STANDARD DISK STAMPED--CRANBERRY NO 2
 OC2574'1976--SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST
 OC2574'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 2-FEET WEST OF
 OC2574'A METAL WITNESS POST, 7 FEET NORTH-WEST OF A POLE NUMBERED
 OC2574'57-50, 56 FEET NORTHEAST OF A POLE NUMBERED 57-50 S S AND 25 FEET
 OC2574'NORTHEAST OF THE CENTERLINE OF THE ROAD.
 OC2574'
 OC2574'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED--CRANBERRY
 OC2574'AZ 1976--SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST
 OC2574'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 5 FEET NORTHWEST
 OC2574'OF A METAL WITNESS POST, 18 FEET EAST-NORTHEAST OF THE CENTERLINE
 OC2574'OF THE ROAD, 36.2 FEET EAST-NORTHEAST OF A POLE NUMBERED 57-55
 OC2574'AND 142 FEET SOUTH-SOUTHWEST OF A 18-INCH OAK TREE.
 OC2574'
 OC2574'TO REACH THE AZIMUTH FROM THE STATION, GO NORTHWEST ON THE
 OC2574'CRANBERRY MEADOW ROAD FOR 0.20 MILE TO THE AZIMUTH MARK
 OC2574'ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1901 ***********************************************************************
 PE1901  DESIGNATION -  CRANBERRY ISLAND CHURCH SPIRE
 PE1901  PID         -  PE1901
 PE1901  STATE/COUNTY-  ME/HANCOCK
 PE1901  USGS QUAD   -  SOUTHWEST HARBOR (1983)
 PE1901
 PE1901                         *CURRENT SURVEY CONTROL
 PE1901  ___________________________________________________________________
 PE1901* NAD 83(1996)-  44 15 05.63989(N)    068 16 04.60059(W)     ADJUSTED  
 PE1901* NAVD 88     -                                                        
 PE1901  ___________________________________________________________________
 PE1901  LAPLACE CORR-           5.07  (seconds)                    DEFLEC99
 PE1901  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 PE1901
 PE1901  HORZ ORDER  -  THIRD
 PE1901
 PE1901.The horizontal coordinates were established by classical geodetic methods
 PE1901.and adjusted by the National Geodetic Survey in March 1998..
 PE1901
 PE1901
 PE1901.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1901
 PE1901.The geoid height was determined by GEOID03.
 PE1901
 PE1901;                    North         East     Units Scale Factor Converg.
 PE1901;SPC ME E     -    65,008.769   318,531.605   MT  0.99990422   +0 09 43.0
 PE1901;UTM  19      - 4,900,074.951   558,443.376   MT  0.99964201   +0 30 39.1
 PE1901
 PE1901                          SUPERSEDED SURVEY CONTROL
 PE1901
 PE1901  NAD 83(1992)-  44 15 05.64506(N)    068 16 04.59820(W) AD(       ) 4
 PE1901  NAD 83(1986)-  44 15 05.64478(N)    068 16 04.60388(W) AD(       ) 4
 PE1901  NAD 27      -  44 15 05.36100(N)    068 16 06.54400(W) AD(       ) 3
 PE1901
 PE1901.Superseded values are not recommended for survey control.
 PE1901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1901.See file dsdata.txt to determine how the superseded data were derived.
 PE1901
 PE1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK5844300075(NAD 83)
 PE1901
 PE1901  HISTORY     - Date     Condition        Report By
 PE1901  HISTORY     - UNK      MONUMENTED
 PE1901  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE1901
 PE1901                          STATION DESCRIPTION
 PE1901
 PE1901'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1901'SPIRE HAS BEEN DESTROYED AND NEW BELFRY HAS BEEN ERECTED IN
 PE1901'APPROXIMATELY THE SAME POSITION.  STATION WAS USED TO LOCATE NEW
 PE1901'TOPOGRAPHIC CONTROL IN 1944.  IT IS BELIEVED TO BE CLOSE ENOUGH
 PE1901'FOR TOPOGRAPHIC PURPOSES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0338 ***********************************************************************
 OB0338  DESIGNATION -  CRANBERRY ISLAND HOUSE CHIMNEY
 OB0338  PID         -  OB0338
 OB0338  STATE/COUNTY-  ME/KNOX
 OB0338  USGS QUAD   -  FRIENDSHIP (1973)
 OB0338
 OB0338                         *CURRENT SURVEY CONTROL
 OB0338  ___________________________________________________________________
 OB0338* NAD 83(1996)-  43 56 17.47083(N)    069 21 07.44478(W)     ADJUSTED  
 OB0338* NAVD 88     -                                                        
 OB0338  ___________________________________________________________________
 OB0338  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 OB0338  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 OB0338
 OB0338  HORZ ORDER  -  THIRD
 OB0338
 OB0338.The horizontal coordinates were established by classical geodetic methods
 OB0338.and adjusted by the National Geodetic Survey in March 1998..
 OB0338
 OB0338
 OB0338.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0338
 OB0338.The geoid height was determined by GEOID03.
 OB0338
 OB0338;                    North         East     Units Scale Factor Converg.
 OB0338;SPC ME E     -    30,518.046   231,594.700   MT  0.99995753   -0 35 28.5
 OB0338;SPC ME W     -   123,067.974   965,401.558   MT  1.00001926   +0 33 54.9
 OB0338;UTM  19      - 4,865,067.609   471,743.966   MT  0.99960982   -0 14 39.5
 OB0338
 OB0338                          SUPERSEDED SURVEY CONTROL
 OB0338
 OB0338  NAD 83(1992)-  43 56 17.47318(N)    069 21 07.43011(W) AD(       ) 4
 OB0338  NAD 83(1986)-  43 56 17.47786(N)    069 21 07.43658(W) AD(       ) 4
 OB0338  NAD 27      -  43 56 17.14000(N)    069 21 09.26000(W) AD(       ) 3
 OB0338
 OB0338.Superseded values are not recommended for survey control.
 OB0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0338.See file dsdata.txt to determine how the superseded data were derived.
 OB0338
 OB0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ7174465068(NAD 83)
 OB0338
 OB0338  HISTORY     - Date     Condition        Report By
 OB0338  HISTORY     - UNK      MONUMENTED
 OB0338  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0338  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OB0338
 OB0338                          STATION DESCRIPTION
 OB0338
 OB0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0338'THIS STATION IS LOST.
 OB0338
 OB0338                          STATION RECOVERY (1943)
 OB0338
 OB0338'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 OB0338'LISTED AS LOST IN 1934.
 OB0338'
 OB0338'THE FOUNDATION OF A HOUSE WHICH HAD BURNED WAS FOUND.  THE HOUSE
 OB0338'HAD TWO CHIMNEYS, THE LARGER ONE, THE MORE SW, WAS LOCATED AS
 OB0338'THE STATION FOR AIR COMPILATION PURPOSES AND SHOULD BE VERIFIED
 OB0338'BY THE AIR COMPILATION OFFICE.  THIS SITE IS ON THE HIGHEST
 OB0338'PART OF THE NE END OF CRANBERRY ISLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1823 ***********************************************************************
 PE1823  DESIGNATION -  CRANBERRY ISLAND HOUSE CHIMNEY
 PE1823  PID         -  PE1823
 PE1823  STATE/COUNTY-  ME/HANCOCK
 PE1823  USGS QUAD   -  BASS HARBOR (1983)
 PE1823
 PE1823                         *CURRENT SURVEY CONTROL
 PE1823  ___________________________________________________________________
 PE1823* NAD 83(1996)-  44 14 18.86615(N)    068 15 19.28440(W)     ADJUSTED  
 PE1823* NAVD 88     -                                                        
 PE1823  ___________________________________________________________________
 PE1823  LAPLACE CORR-           5.16  (seconds)                    DEFLEC99
 PE1823  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 PE1823
 PE1823  HORZ ORDER  -  THIRD
 PE1823
 PE1823.The horizontal coordinates were established by classical geodetic methods
 PE1823.and adjusted by the National Geodetic Survey in March 1998..
 PE1823
 PE1823
 PE1823.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1823
 PE1823.The geoid height was determined by GEOID03.
 PE1823
 PE1823;                    North         East     Units Scale Factor Converg.
 PE1823;SPC ME E     -    63,568.120   319,541.152   MT  0.99990469   +0 10 14.4
 PE1823;UTM  19      - 4,898,640.852   559,461.410   MT  0.99964348   +0 31 10.2
 PE1823
 PE1823                          SUPERSEDED SURVEY CONTROL
 PE1823
 PE1823  NAD 83(1992)-  44 14 18.87229(N)    068 15 19.28280(W) AD(       ) 4
 PE1823  NAD 83(1986)-  44 14 18.87207(N)    068 15 19.28865(W) AD(       ) 4
 PE1823  NAD 27      -  44 14 18.59000(N)    068 15 21.24000(W) AD(       ) 3
 PE1823
 PE1823.Superseded values are not recommended for survey control.
 PE1823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1823.See file dsdata.txt to determine how the superseded data were derived.
 PE1823
 PE1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ5946198641(NAD 83)
 PE1823
 PE1823  HISTORY     - Date     Condition        Report By
 PE1823  HISTORY     - UNK      MONUMENTED
 PE1823  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE1823
 PE1823                          STATION DESCRIPTION
 PE1823
 PE1823'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1823'THE STATION IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0736 ***********************************************************************
 PD0736  DESIGNATION -  CRANBERRY POINT IBC
 PD0736  PID         -  PD0736
 PD0736  STATE/COUNTY-  ME/WASHINGTON
 PD0736  USGS QUAD   -  LUBEC (1977)
 PD0736
 PD0736                         *CURRENT SURVEY CONTROL
 PD0736  ___________________________________________________________________
 PD0736* NAD 83(1996)-  44 50 48.17525(N)    066 58 15.30629(W)     ADJUSTED  
 PD0736* NAVD 88     -                                                        
 PD0736  ___________________________________________________________________
 PD0736  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 PD0736  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 PD0736
 PD0736  HORZ ORDER  -  THIRD
 PD0736
 PD0736.The horizontal coordinates were established by classical geodetic methods
 PD0736.and adjusted by the National Geodetic Survey in March 1998..
 PD0736
 PD0736
 PD0736.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0736
 PD0736.The geoid height was determined by GEOID03.
 PD0736
 PD0736;                    North         East     Units Scale Factor Converg.
 PD0736;SPC ME E     -   132,248.225   420,872.282   MT  1.00007960   +1 04 42.4
 PD0736;UTM  19      - 4,967,925.385   660,348.728   MT  0.99991618   +1 25 52.5
 PD0736
 PD0736|---------------------------------------------------------------------|
 PD0736| PID    Reference Object                     Distance      Geod. Az  |
 PD0736|                                                           dddmmss.s |
 PD0736| PD0735 RANGE MARK 39 GUNNER IBC            170.006 METERS 14519     |
 PD0736| PD0708 LIFE SAVING STATION FLAGPOLE        APPROX. 4.0 KM 1871457.6 |
 PD0736| PD0716 WEST LUBEC CHURCH SPIRE             APPROX. 3.2 KM 2115135.1 |
 PD0736| PD0709 LUBEC CHANNEL LH FINIAL             APPROX. 0.7 KM 2210352.5 |
 PD0736| PD0700 LUBEC CHURCH SPIRE                  APPROX. 2.0 KM 3192717.7 |
 PD0736| PD0737 CRANBERRY PT DRILL HOLE IBC          39.288 METERS 32508     |
 PD0736| PD0744 CHARLEY IBC                         APPROX. 1.6 KM 3382043.0 |
 PD0736|---------------------------------------------------------------------|
 PD0736
 PD0736                          SUPERSEDED SURVEY CONTROL
 PD0736
 PD0736  NAD 83(1992)-  44 50 48.16593(N)    066 58 15.31029(W) AD(       ) 3
 PD0736  NAD 83(1986)-  44 50 48.15877(N)    066 58 15.31147(W) AD(       ) 3
 PD0736  NAD 27      -  44 50 47.87300(N)    066 58 17.40400(W) AD(       ) 3
 PD0736
 PD0736.Superseded values are not recommended for survey control.
 PD0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0736.See file dsdata.txt to determine how the superseded data were derived.
 PD0736
 PD0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK6034967925(NAD 83)
 PD0736_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PD0736_SETTING: 66 = SET IN ROCK OUTCROP
 PD0736_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 PD0736_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0736_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0736+STABILITY: POSITION/ELEVATION WELL
 PD0736
 PD0736  HISTORY     - Date     Condition        Report By
 PD0736  HISTORY     - 1913     MONUMENTED       IBC
 PD0736  HISTORY     - 1972     GOOD             IBC
 PD0736  HISTORY     - 1985     GOOD             NOS
 PD0736
 PD0736                          STATION DESCRIPTION
 PD0736
 PD0736'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1913 (JEM)
 PD0736'ON THE POINT OF THAT NAME ON THE SW COAST OF CAMPOBELLO ISLAND, AND
 PD0736'ABOUT 1/2 MILE NE BY E, 1/2 MIEL E FROM THE LUBEC CHANNEL LIGHT.  THE
 PD0736'STATION IS ON A KNOLL AND IS MARKED BY A US AND CB SURVEY BRASS
 PD0736'STATION MARK SET IN A HOLE DRILLED IN THE ROCK.  BETWEEN THE STATION
 PD0736'AND THE LUBEC CHANNEL THERE IS AN OUTER LINE OF FAIRLY HIGH GRANITE
 PD0736'LEDGE, WHICH, HOWEVER, IS COVERED AT HIGH WATER.
 PD0736
 PD0736                          STATION RECOVERY (1972)
 PD0736
 PD0736'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 PD0736'RECOVERED IN GOOD CONDITION.
 PD0736
 PD0736                          STATION RECOVERY (1985)
 PD0736
 PD0736'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1985 (WVH)
 PD0736'THE STATION WAS RECOVERED AT THIS DATE.
 PD0736'THE PREVIOUS DESCRIPTION IS ADUQUATE WITH THE EXECPTION OF
 PD0736'THAT THE STATION IS ONE MILE SOUTHEAST OF LUBEC AND 0.5 MILE
 PD0736'NORTHEAST OF LUBEC CHANNEL LIGHTHOUSE.  CANADIAN HYDROGRAPHIC
 PD0736'STATION CRAN STAMPED---6611 1980---IS 40.980 METERS TO THE
 PD0736'SOUTHEAST.
 PD0736'
 PD0736'DESCRIBED BY G.E.L.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0737 ***********************************************************************
 PD0737  DESIGNATION -  CRANBERRY PT DRILL HOLE IBC
 PD0737  PID         -  PD0737
 PD0737  STATE/COUNTY-  ME/WASHINGTON
 PD0737  USGS QUAD   -  LUBEC (1977)
 PD0737
 PD0737                         *CURRENT SURVEY CONTROL
 PD0737  ___________________________________________________________________
 PD0737* NAD 83(1996)-  44 50 49.21958(N)    066 58 16.32889(W)     ADJUSTED  
 PD0737* NAVD 88     -                                                        
 PD0737  ___________________________________________________________________
 PD0737  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 PD0737  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 PD0737
 PD0737  HORZ ORDER  -  THIRD
 PD0737
 PD0737.The horizontal coordinates were established by classical geodetic methods
 PD0737.and adjusted by the National Geodetic Survey in March 1998..
 PD0737
 PD0737
 PD0737.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0737
 PD0737.The geoid height was determined by GEOID03.
 PD0737
 PD0737;                    North         East     Units Scale Factor Converg.
 PD0737;SPC ME E     -   132,280.037   420,849.221   MT  1.00007953   +1 04 41.7
 PD0737;UTM  19      - 4,967,957.049   660,325.475   MT  0.99991608   +1 25 51.8
 PD0737
 PD0737                          SUPERSEDED SURVEY CONTROL
 PD0737
 PD0737  NAD 83(1992)-  44 50 49.21025(N)    066 58 16.33287(W) AD(       ) 3
 PD0737  NAD 83(1986)-  44 50 49.20308(N)    066 58 16.33406(W) AD(       ) 3
 PD0737  NAD 27      -  44 50 48.91700(N)    066 58 18.42700(W) AD(       ) 3
 PD0737
 PD0737.Superseded values are not recommended for survey control.
 PD0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0737.See file dsdata.txt to determine how the superseded data were derived.
 PD0737
 PD0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK6032567957(NAD 83)
 PD0737_MARKER: H = DRILL HOLE
 PD0737_SETTING: 66 = SET IN ROCK OUTCROP
 PD0737_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 PD0737_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0737_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0737+STABILITY: POSITION/ELEVATION WELL
 PD0737
 PD0737  HISTORY     - Date     Condition        Report By
 PD0737  HISTORY     - UNK      MONUMENTED
 PD0737  HISTORY     - 1985     MARK NOT FOUND   NOS
 PD0737
 PD0737                          STATION DESCRIPTION
 PD0737
 PD0737'DESCRIBED BY NATIONAL OCEAN SERVICE 1985 (WVH)
 PD0737'THE STATION NOT RECOVERED AT THIS DATE.
 PD0737'THE STATION COULD NOT BE POSITIVELY RECOVERED.  NO DESCRIPTION WAS
 PD0737'AVAILABLE.  TWO DRILL HOLES WERE RECOVERED IN THE AREA AND
 PD0737'NEITHER AGREED WITH INVERSE COMPUTATIONS FROM STATION CRANBERRY
 PD0737'POINT IBC.
 PD0737'
 PD0737'DESCRIBED BY G.E.L.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1623 ***********************************************************************
 QF1623  DESIGNATION -  CREEK IBC
 QF1623  PID         -  QF1623
 QF1623  STATE/COUNTY-  ME/WASHINGTON
 QF1623  USGS QUAD   -  FOREST CITY (1988)
 QF1623
 QF1623                         *CURRENT SURVEY CONTROL
 QF1623  ___________________________________________________________________
 QF1623* NAD 83(1996)-  45 37 34.00430(N)    067 40 43.73092(W)     ADJUSTED  
 QF1623* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 QF1623  ___________________________________________________________________
 QF1623  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 QF1623  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 QF1623
 QF1623  HORZ ORDER  -  THIRD
 QF1623
 QF1623.The horizontal coordinates were established by classical geodetic methods
 QF1623.and adjusted by the National Geodetic Survey in March 1998..
 QF1623
 QF1623.The orthometric height was scaled from a topographic map.
 QF1623
 QF1623.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1623
 QF1623.The geoid height was determined by GEOID03.
 QF1623
 QF1623;                    North         East     Units Scale Factor Converg.
 QF1623;SPC ME E     -   218,049.374   364,032.409   MT  0.99995039   +0 35 13.2
 QF1623;UTM  19      - 5,053,356.200   602,989.154   MT  0.99973040   +0 56 40.0
 QF1623
 QF1623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1623!SPC ME E     -   0.99998541  x   0.99995039  =   0.99993581
 QF1623!UTM  19      -   0.99998541  x   0.99973040  =   0.99971582
 QF1623
 QF1623:                Primary Azimuth Mark                     Grid Az
 QF1623:SPC ME E     -  SHAW IBC                                 347 27 45.4
 QF1623:UTM  19      -  SHAW IBC                                 347 06 18.6
 QF1623
 QF1623|---------------------------------------------------------------------|
 QF1623| PID    Reference Object                     Distance      Geod. Az  |
 QF1623|                                                           dddmmss.s |
 QF1623| QF1625 SHAW IBC                            APPROX. 0.9 KM 3480258.6 |
 QF1623|---------------------------------------------------------------------|
 QF1623
 QF1623                          SUPERSEDED SURVEY CONTROL
 QF1623
 QF1623  NAD 83(1992)-  45 37 34.00073(N)    067 40 43.72870(W) AD(       ) 3
 QF1623  NAD 83(1986)-  45 37 34.00366(N)    067 40 43.74201(W) AD(       ) 3
 QF1623  NAD 27      -  45 37 33.78300(N)    067 40 45.72300(W) AD(       ) 3
 QF1623
 QF1623.Superseded values are not recommended for survey control.
 QF1623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1623.See file dsdata.txt to determine how the superseded data were derived.
 QF1623
 QF1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL0298953356(NAD 83)
 QF1623_MARKER: DD = SURVEY DISK
 QF1623_SETTING: 80 = SET IN A BOULDER
 QF1623_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF1623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1623+STABILITY: SURFACE MOTION
 QF1623
 QF1623  HISTORY     - Date     Condition        Report By
 QF1623  HISTORY     - 1912     MONUMENTED       IBC
 QF1623  HISTORY     - 1955     GOOD             IBC
 QF1623  HISTORY     - 1972     GOOD             IBC
 QF1623
 QF1623                          STATION DESCRIPTION
 QF1623
 QF1623'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (AJB)
 QF1623'ON THE W SHORE OF SPEDNIK LAKE, ABOUT 250 METERS N OF THE N END OF
 QF1623'THE LONG ISLAND THAT LIES ALONG THE W SHORE AT THE ENTRANCE TO
 QF1623'SPRUCE MOUNTAIN COVE.  A SMALL CREEK ENTERS THE LAKE ABOUT 130 METERS
 QF1623'BELOW THE STATION.  THE STATION IS A ROCK 2.1 METERS LONG, 1.8
 QF1623'METERS WIDE AND 0.6 METER HIGH.  A SHARP - TOPPED ROCK 1.5 METERS
 QF1623'HIGH STANDS BESIDE AND S OF THE STATION ROCK.  THE STATION IS IN THE
 QF1623'EDGE OF THE VEGETATION , UNDER A NUMBER OF FALLEN BIRCH TREES, 100
 QF1623'FEET S OF A COVE IN THE SHORE AT HIGH WATER.  THERE ARE TWO POINTED
 QF1623'ROCKS ON THE BEACH, ONE 4 FEET S AND ONE 20 FEET N.
 QF1623'STATION MARK IS A US AND CB COOPER DISK SET IN A DRILL HOLE IN THE
 QF1623'ROCK.  A CROSS WITHIN A TRIANGLE IS CUT IN A ROCK 4.33 METER N AND
 QF1623'INLAND FROM THE STATION.  A LIKE MARK IS CUT IN A ROCK 5.93 METERS
 QF1623'N AND LAKEWARD FROM THE STATION AND ANOTHER LIKE MARK IS CUT IN A
 QF1623'ROCK 3.38 METERS INLAND, AND S.
 QF1623
 QF1623                          STATION RECOVERY (1955)
 QF1623
 QF1623'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1623'STATION RECOVERED IN GOOD CONDITION.
 QF1623
 QF1623                          STATION RECOVERY (1972)
 QF1623
 QF1623'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1623'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1622 ***********************************************************************
 QF1622  DESIGNATION -  CREEK IBC ECC
 QF1622  PID         -  QF1622
 QF1622  STATE/COUNTY-  ME/WASHINGTON
 QF1622  USGS QUAD   -  FOREST CITY (1988)
 QF1622
 QF1622                         *CURRENT SURVEY CONTROL
 QF1622  ___________________________________________________________________
 QF1622* NAD 83(1996)-  45 37 33.90176(N)    067 40 43.41296(W)     ADJUSTED  
 QF1622* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 QF1622  ___________________________________________________________________
 QF1622  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 QF1622  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 QF1622
 QF1622  HORZ ORDER  -  THIRD
 QF1622
 QF1622.The horizontal coordinates were established by classical geodetic methods
 QF1622.and adjusted by the National Geodetic Survey in March 1998..
 QF1622
 QF1622.The orthometric height was scaled from a topographic map.
 QF1622
 QF1622.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1622
 QF1622.The geoid height was determined by GEOID03.
 QF1622
 QF1622;                    North         East     Units Scale Factor Converg.
 QF1622;SPC ME E     -   218,046.279   364,039.328   MT  0.99995040   +0 35 13.4
 QF1622;UTM  19      - 5,053,353.149   602,996.091   MT  0.99973042   +0 56 40.3
 QF1622
 QF1622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1622!SPC ME E     -   0.99998541  x   0.99995040  =   0.99993582
 QF1622!UTM  19      -   0.99998541  x   0.99973042  =   0.99971584
 QF1622
 QF1622|---------------------------------------------------------------------|
 QF1622| PID    Reference Object                     Distance      Geod. Az  |
 QF1622|                                                           dddmmss.s |
 QF1622| QF1623 CREEK IBC                             7.580 METERS 29441     |
 QF1622| QF1624 SHAW IBC ECC                        APPROX. 0.9 KM 3483443.4 |
 QF1622|---------------------------------------------------------------------|
 QF1622
 QF1622                          SUPERSEDED SURVEY CONTROL
 QF1622
 QF1622  NAD 83(1992)-  45 37 33.89820(N)    067 40 43.41075(W) AD(       ) 3
 QF1622  NAD 83(1986)-  45 37 33.90113(N)    067 40 43.42406(W) AD(       ) 3
 QF1622  NAD 27      -  45 37 33.67900(N)    067 40 45.40100(W) AD(       ) 3
 QF1622
 QF1622.Superseded values are not recommended for survey control.
 QF1622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1622.See file dsdata.txt to determine how the superseded data were derived.
 QF1622
 QF1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL0299653353(NAD 83)
 QF1622_MARKER: H = DRILL HOLE
 QF1622_SETTING: 80 = SET IN A BOULDER
 QF1622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1622+STABILITY: SURFACE MOTION
 QF1622
 QF1622  HISTORY     - Date     Condition        Report By
 QF1622  HISTORY     - 1946     MONUMENTED       IBC
 QF1622
 QF1622                          STATION DESCRIPTION
 QF1622
 QF1622'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF1622'A DRILL HOLE IN A ROCK 1 FOOT IN DIAMETER AND 3 FEET INSIDE LOW
 QF1622'WATER ON THE BEACH OUTSIDE THE STATION, 25.15 FEET DISTANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2288 ***********************************************************************
 PE2288  DESIGNATION -  CRESCENT ISLAND
 PE2288  PID         -  PE2288
 PE2288  STATE/COUNTY-  ME/KNOX
 PE2288  USGS QUAD   -  ROCKLAND (1979)
 PE2288
 PE2288                         *CURRENT SURVEY CONTROL
 PE2288  ___________________________________________________________________
 PE2288* NAD 83(1996)-  44 01 19.22320(N)    069 02 07.98785(W)     ADJUSTED  
 PE2288* NAVD 88     -                                                        
 PE2288  ___________________________________________________________________
 PE2288  LAPLACE CORR-           2.41  (seconds)                    DEFLEC99
 PE2288  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 PE2288
 PE2288  HORZ ORDER  -  THIRD
 PE2288
 PE2288.The horizontal coordinates were established by classical geodetic methods
 PE2288.and adjusted by the National Geodetic Survey in March 1998..
 PE2288
 PE2288
 PE2288.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2288
 PE2288.The geoid height was determined by GEOID03.
 PE2288
 PE2288;                    North         East     Units Scale Factor Converg.
 PE2288;SPC ME E     -    39,617.017   257,065.550   MT  0.99992266   -0 22 19.8
 PE2288;UTM  19      - 4,874,317.667   497,150.689   MT  0.99960010   -0 01 28.9
 PE2288
 PE2288                          SUPERSEDED SURVEY CONTROL
 PE2288
 PE2288  NAD 83(1992)-  44 01 19.22843(N)    069 02 07.96700(W) AD(       ) 4
 PE2288  NAD 83(1986)-  44 01 19.23237(N)    069 02 07.97363(W) AD(       ) 4
 PE2288  NAD 27      -  44 01 18.94900(N)    069 02 09.82400(W) AD(       ) 3
 PE2288
 PE2288.Superseded values are not recommended for survey control.
 PE2288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2288.See file dsdata.txt to determine how the superseded data were derived.
 PE2288
 PE2288_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ9715174318(NAD 83)
 PE2288
 PE2288  HISTORY     - Date     Condition        Report By
 PE2288  HISTORY     - UNK      MONUMENTED
 PE2288  HISTORY     - 1909     SEE DESCRIPTION  CGS
 PE2288  HISTORY     - 1953     SEE DESCRIPTION  CGS
 PE2288
 PE2288                          STATION DESCRIPTION
 PE2288
 PE2288'DESCRIBED BY COAST AND GEODETIC SURVEY 1909
 PE2288'ON THE SMALL ROCKY ISLAND OF THAT NAME LYING ABOUT 4-3/4 MILES
 PE2288'S BY W FROM OWLS HEAD LIGHT, 2-1/2 MILES SSE FROM ASH POINT,
 PE2288'1-1/4 MILES NE FROM ANDREWS ISLAND, AND A SHORT DISTANCE E OF
 PE2288'MUSCLE RIDGE CHANNEL.
 PE2288'
 PE2288'THE STATION IS NEAR THE S END OF THE ISLAND AND ITS POSITION
 PE2288'IS INDICATED BY FOUR DRILL HOLES, EACH 2 FEET FROM IT.
 PE2288
 PE2288                          STATION RECOVERY (1953)
 PE2288
 PE2288'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (PT)
 PE2288'STATION LOST.  NO TRACE OF THE DRILL HOLES WAS FOUND IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1772 ***********************************************************************
 OC1772  DESIGNATION -  CRF CARPENTER 1941
 OC1772  PID         -  OC1772
 OC1772  STATE/COUNTY-  ME/CUMBERLAND
 OC1772  USGS QUAD   -  PORTLAND EAST (1975)
 OC1772
 OC1772                         *CURRENT SURVEY CONTROL
 OC1772  ___________________________________________________________________
 OC1772* NAD 83(1996)-  43 40 48.06101(N)    070 11 24.00458(W)     ADJUSTED  
 OC1772* NAVD 88     -        27.     (meters)      89.     (feet)  SCALED    
 OC1772  ___________________________________________________________________
 OC1772  LAPLACE CORR-           3.48  (seconds)                    DEFLEC99
 OC1772  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 OC1772
 OC1772  HORZ ORDER  -  THIRD
 OC1772
 OC1772.The horizontal coordinates were established by classical geodetic methods
 OC1772.and adjusted by the National Geodetic Survey in March 1998..
 OC1772
 OC1772.The orthometric height was scaled from a topographic map.
 OC1772
 OC1772.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1772
 OC1772.The geoid height was determined by GEOID03.
 OC1772
 OC1772;                    North         East     Units Scale Factor Converg.
 OC1772;SPC ME W     -    94,061.765   898,118.454   MT  0.99996671   -0 00 58.0
 OC1772;UTM  19      - 4,837,022.008   404,081.120   MT  0.99971316   -0 49 18.9
 OC1772
 OC1772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1772!SPC ME W     -   0.99999989  x   0.99996671  =   0.99996660
 OC1772!UTM  19      -   0.99999989  x   0.99971316  =   0.99971305
 OC1772
 OC1772                          SUPERSEDED SURVEY CONTROL
 OC1772
 OC1772  NAD 83(1992)-  43 40 48.05927(N)    070 11 24.00529(W) AD(       ) 4
 OC1772  NAD 83(1986)-  43 40 48.06535(N)    070 11 24.01078(W) AD(       ) 4
 OC1772  NAD 27      -  43 40 47.76900(N)    070 11 25.83600(W) AD(       ) 3
 OC1772
 OC1772.Superseded values are not recommended for survey control.
 OC1772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1772.See file dsdata.txt to determine how the superseded data were derived.
 OC1772
 OC1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0408137022(NAD 83)
 OC1772
 OC1772  HISTORY     - Date     Condition        Report By
 OC1772  HISTORY     - 1941     MONUMENTED       CGS
 OC1772
 OC1772                          STATION DESCRIPTION
 OC1772
 OC1772'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1772'STATION IS LOCATED ON THE S FORK OF FORT MC KINLEY, NEAR BATTERY
 OC1772'CARPENTER.  IT IS THE CENTER OF THE RANGE FINDER FOR BATTERY
 OC1772'CARPENTER.  THE INSTRUMENT IS LOCATED ABOUT 190 FT. NW OF THE
 OC1772'CENTER OF BATTERY CARPENTER.  NO PERMANENT MARK WAS ESTABLISHED.
 OC1772'
 OC1772'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1743 ***********************************************************************
 OC1743  DESIGNATION -  CRF KEYS
 OC1743  PID         -  OC1743
 OC1743  STATE/COUNTY-  ME/CUMBERLAND
 OC1743  USGS QUAD   -  PORTLAND EAST (1975)
 OC1743
 OC1743                         *CURRENT SURVEY CONTROL
 OC1743  ___________________________________________________________________
 OC1743* NAD 83(1996)-  43 37 35.53327(N)    070 12 51.00570(W)     ADJUSTED  
 OC1743* NAVD 88     -                                                        
 OC1743  ___________________________________________________________________
 OC1743  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 OC1743  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 OC1743
 OC1743  HORZ ORDER  -  THIRD
 OC1743
 OC1743.The horizontal coordinates were established by classical geodetic methods
 OC1743.and adjusted by the National Geodetic Survey in March 1998..
 OC1743
 OC1743
 OC1743.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1743
 OC1743.The geoid height was determined by GEOID03.
 OC1743
 OC1743;                    North         East     Units Scale Factor Converg.
 OC1743;SPC ME W     -    88,120.882   896,166.390   MT  0.99996685   -0 01 58.0
 OC1743;UTM  19      - 4,831,110.637   402,046.252   MT  0.99971802   -0 50 16.0
 OC1743
 OC1743                          SUPERSEDED SURVEY CONTROL
 OC1743
 OC1743  NAD 83(1992)-  43 37 35.53150(N)    070 12 51.00667(W) AD(       ) 4
 OC1743  NAD 83(1986)-  43 37 35.53751(N)    070 12 51.01220(W) AD(       ) 4
 OC1743  NAD 27      -  43 37 35.23000(N)    070 12 52.86000(W) AD(       ) 3
 OC1743
 OC1743.Superseded values are not recommended for survey control.
 OC1743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1743.See file dsdata.txt to determine how the superseded data were derived.
 OC1743
 OC1743_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0204631111(NAD 83)
 OC1743
 OC1743  HISTORY     - Date     Condition        Report By
 OC1743  HISTORY     - 1941     MONUMENTED       CGS
 OC1743
 OC1743                          STATION DESCRIPTION
 OC1743
 OC1743'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1743'STATION IS LOCATED AT FORT WILLIAMS, NEAR BATTERY KEYES.  IT IS
 OC1743'THE INSTRUMENT CENTER OF THE RANGE FINDER FOR BATTERY KEYES.  IT
 OC1743'IS ABOUT 0.15 MI. SW OF BATTERY KEYES, ON THE ROOF OF A FOUR-STORY
 OC1743'GRAY STONE BUILDING KNOWN AS THE NON-COMMISSIONED OFFICERS
 OC1743'RESIDENCE BUILDING.  NO PERMANENT MARK WAS ESTABLISHED.
 OC1743'
 OC1743'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0772 ***********************************************************************
 QF0772  DESIGNATION -  CROCKER IBC
 QF0772  PID         -  QF0772
 QF0772  STATE/COUNTY-  ME/WASHINGTON
 QF0772  USGS QUAD   -  CALAIS (1977)
 QF0772
 QF0772                         *CURRENT SURVEY CONTROL
 QF0772  ___________________________________________________________________
 QF0772* NAD 83(1996)-  45 11 15.00579(N)    067 15 25.95142(W)     ADJUSTED  
 QF0772* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 QF0772  ___________________________________________________________________
 QF0772  LAPLACE CORR-           3.90  (seconds)                    DEFLEC99
 QF0772  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 QF0772
 QF0772  HORZ ORDER  -  THIRD
 QF0772
 QF0772.The horizontal coordinates were established by classical geodetic methods
 QF0772.and adjusted by the National Geodetic Survey in March 1998..
 QF0772
 QF0772.The orthometric height was scaled from a topographic map.
 QF0772
 QF0772.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0772
 QF0772.The geoid height was determined by GEOID03.
 QF0772
 QF0772;                    North         East     Units Scale Factor Converg.
 QF0772;SPC ME E     -   169,730.617   397,660.228   MT  1.00001723   +0 52 54.2
 QF0772;UTM  19      - 5,005,257.188   636,909.766   MT  0.99983048   +1 14 11.6
 QF0772
 QF0772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0772!SPC ME E     -   1.00000368  x   1.00001723  =   1.00002091
 QF0772!UTM  19      -   1.00000368  x   0.99983048  =   0.99983416
 QF0772
 QF0772:                Primary Azimuth Mark                     Grid Az
 QF0772:SPC ME E     -  RED HOUSE 2 IBC                          122 56 53.8
 QF0772:UTM  19      -  RED HOUSE 2 IBC                          122 35 36.4
 QF0772
 QF0772|---------------------------------------------------------------------|
 QF0772| PID    Reference Object                     Distance      Geod. Az  |
 QF0772|                                                           dddmmss.s |
 QF0772| QF0771 RED HOUSE 2 IBC                     APPROX. 0.6 KM 1234948.0 |
 QF0772| QF0756 YOUNG                               APPROX. 0.6 KM 2015746.0 |
 QF0772| QF0758 CALAIS CONG CHURCH SPIRE            APPROX. 1.5 KM 2680945.2 |
 QF0772|---------------------------------------------------------------------|
 QF0772
 QF0772                          SUPERSEDED SURVEY CONTROL
 QF0772
 QF0772  NAD 83(1992)-  45 11 15.00041(N)    067 15 25.94935(W) AD(       ) 3
 QF0772  NAD 83(1986)-  45 11 15.00339(N)    067 15 25.95378(W) AD(       ) 3
 QF0772  NAD 27      -  45 11 14.73300(N)    067 15 27.99100(W) AD(       ) 3
 QF0772
 QF0772.Superseded values are not recommended for survey control.
 QF0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0772.See file dsdata.txt to determine how the superseded data were derived.
 QF0772
 QF0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL3691005257(NAD 83)
 QF0772_MARKER: H = DRILL HOLE
 QF0772_SETTING: 66 = SET IN ROCK OUTCROP
 QF0772_SP_SET: SET IN ROCK OUTCROP
 QF0772_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0772+STABILITY: POSITION/ELEVATION WELL
 QF0772
 QF0772  HISTORY     - Date     Condition        Report By
 QF0772  HISTORY     - 1909     MONUMENTED       IBC
 QF0772  HISTORY     - 1955     GOOD             IBC
 QF0772  HISTORY     - 1972     GOOD             IBC
 QF0772
 QF0772                          STATION DESCRIPTION
 QF0772
 QF0772'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (AJB)
 QF0772'ON CROCKER ISLAND IN THE ST CROIX RIVER, 1-1/4 MILES BELOW THE
 QF0772'INTERNATIONAL BRIDGE AT CALAIS.  THE STATION IS ON A JAGGED ROCK
 QF0772'PROJECTING 1 FOOT ABOVE THE GROUND, 14 METERS FROM THE HIGH-TIDE MARK
 QF0772'AT THE HEAD OF THE ISLAND, AND ABOUT 3 METERS S OF A BIG GREEN PINE
 QF0772'
 QF0772'STATION MARK IS A DRILL HOLE IN THE ROCK.  THE LETTERS---C.R.M.---ARE
 QF0772'CUT IN THE ROCK.  A CROSS WITHIN A TRIANGLE IS CUT IN EACH OF THREE
 QF0772'ROCKS 3.36 METERS NORTHWARD, 7.57 METERS NORTHEAST, AND 2.65 METERS
 QF0772'SOUTHWEST, RESPECTIVELY, FROM THE STATION.
 QF0772
 QF0772                          STATION RECOVERY (1955)
 QF0772
 QF0772'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF0772'STATION IS 6.5 METERS SOUTH OF A TREE.  REFERENCE FOUND COVERED AND
 QF0772'DRILL HOLE FULL.
 QF0772
 QF0772                          STATION RECOVERY (1972)
 QF0772
 QF0772'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF0772'THE STATION WAS RECOVERED AS DESCRIBED EXCEPT THAT IT WAS 6 METERS S
 QF0772'OF THE STUMP OF THE---BIG GREEN PINE TREE---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0307 ***********************************************************************
 OB0307  DESIGNATION -  CROCKETTS CAPT HOUSE NE CHIM
 OB0307  PID         -  OB0307
 OB0307  STATE/COUNTY-  ME/KNOX
 OB0307  USGS QUAD   -  HEWETT ISLAND (1973)
 OB0307
 OB0307                         *CURRENT SURVEY CONTROL
 OB0307  ___________________________________________________________________
 OB0307* NAD 83(1996)-  43 59 21.98407(N)    069 04 25.01860(W)     ADJUSTED  
 OB0307* NAVD 88     -                                                        
 OB0307  ___________________________________________________________________
 OB0307  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 OB0307  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 OB0307
 OB0307  HORZ ORDER  -  THIRD
 OB0307
 OB0307.The horizontal coordinates were established by classical geodetic methods
 OB0307.and adjusted by the National Geodetic Survey in March 1998..
 OB0307
 OB0307
 OB0307.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0307
 OB0307.The geoid height was determined by GEOID03.
 OB0307
 OB0307;                    North         East     Units Scale Factor Converg.
 OB0307;SPC ME E     -    36,019.367   253,988.836   MT  0.99992603   -0 23 54.2
 OB0307;UTM  19      - 4,870,702.602   494,096.834   MT  0.99960043   -0 03 04.1
 OB0307
 OB0307                          SUPERSEDED SURVEY CONTROL
 OB0307
 OB0307  NAD 83(1992)-  43 59 21.98877(N)    069 04 24.99767(W) AD(       ) 4
 OB0307  NAD 83(1986)-  43 59 21.99282(N)    069 04 25.00469(W) AD(       ) 4
 OB0307  NAD 27      -  43 59 21.70000(N)    069 04 26.85000(W) AD(       ) 3
 OB0307
 OB0307.Superseded values are not recommended for survey control.
 OB0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0307.See file dsdata.txt to determine how the superseded data were derived.
 OB0307
 OB0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ9409770703(NAD 83)
 OB0307
 OB0307  HISTORY     - Date     Condition        Report By
 OB0307  HISTORY     - UNK      MONUMENTED
 OB0307  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OB0307
 OB0307                          STATION DESCRIPTION
 OB0307
 OB0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FLP)
 OB0307'THE HOUSE HAS BEEN DESTROYED AND THE STATION IS LOST.  THIS
 OB0307'HOUSE WAS THE OLDEST ONE ON THE ISLAND BEFORE IT WAS
 OB0307'DESTROYED.  HOWEVER, THE OLD CHIMNEY SITE WAS LOCATED FOR AIR
 OB0307'COMPILATION PURPOSES AND SHOULD BE VERIFIED BY THAT OFFICE.  THE
 OB0307'SITE IS 15.8 METERS W FROM E TIP OF ROCK OUTCROP, 5.9 METERS NE
 OB0307'OF N END OF GRANITE SLAB, AND 7.3 METERS NW OF CENTER OF JUNIPER
 OB0307'PATCH BETWEEN TWO ROCK OUTCROPS.
 OB0307'
 OB0307'NOTE--AIR PHOTO PARTY REPORTS STATION LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0985 ***********************************************************************
 QG0985  DESIGNATION -  CROFT
 QG0985  PID         -  QG0985
 QG0985  STATE/COUNTY-  ME/PISCATAQUIS
 QG0985  USGS QUAD   -  DOVER FOXCROFT (1983)
 QG0985
 QG0985                         *CURRENT SURVEY CONTROL
 QG0985  ___________________________________________________________________
 QG0985* NAD 83(1996)-  45 10 22.73464(N)    069 11 40.45446(W)     ADJUSTED  
 QG0985* NAVD 88     -       153.881  (meters)     504.86   (feet)  ADJUSTED  
 QG0985  ___________________________________________________________________
 QG0985  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 QG0985  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 QG0985  DYNAMIC HT  -         153.878 (meters)     504.85  (feet)  COMP
 QG0985  MODELED GRAV-     980,592.2   (mgal)                       NAVD 88
 QG0985
 QG0985  HORZ ORDER  -  SECOND
 QG0985  VERT ORDER  -  FIRST     CLASS II
 QG0985
 QG0985.The horizontal coordinates were established by classical geodetic methods
 QG0985.and adjusted by the National Geodetic Survey in March 1998..
 QG0985
 QG0985.The orthometric height was determined by differential leveling
 QG0985.and adjusted by the National Geodetic Survey in June 1991..
 QG0985
 QG0985.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG0985
 QG0985.The geoid height was determined by GEOID03.
 QG0985
 QG0985.The dynamic height is computed by dividing the NAVD 88
 QG0985.geopotential number by the normal gravity value computed on the
 QG0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0985.degrees latitude (g = 980.6199 gals.).
 QG0985
 QG0985.The modeled gravity was interpolated from observed gravity values.
 QG0985
 QG0985;                    North         East     Units Scale Factor Converg.
 QG0985;SPC ME E     -   167,600.372   245,405.802   MT  0.99993664   -0 29 33.5
 QG0985;UTM  19      - 5,002,185.194   484,711.067   MT  0.99960287   -0 08 16.8
 QG0985
 QG0985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG0985!SPC ME E     -   0.99997978  x   0.99993664  =   0.99991642
 QG0985!UTM  19      -   0.99997978  x   0.99960287  =   0.99958266
 QG0985
 QG0985|---------------------------------------------------------------------|
 QG0985| PID    Reference Object                     Distance      Geod. Az  |
 QG0985|                                                           dddmmss.s |
 QG0985| QG1342 CROFT A PT 1975                       8.892 METERS 09535     |
 QG0985| QG0983 CROFT RM 1                           21.942 METERS 12054     |
 QG0985| QG1341 SIAS                                APPROX. 3.7 KM 1303902.4 |
 QG0985| QG1339 CHARLESTON CEN RADAR DOME           APPROX.12.2 KM 1394236.5 |
 QG0985| QG0984 CROFT RM 2                           20.464 METERS 20206     |
 QG0985|---------------------------------------------------------------------|
 QG0985
 QG0985                          SUPERSEDED SURVEY CONTROL
 QG0985
 QG0985  NAD 83(1992)-  45 10 22.73179(N)    069 11 40.45042(W) AD(       ) 2
 QG0985  NAD 83(1986)-  45 10 22.73713(N)    069 11 40.45741(W) AD(       ) 2
 QG0985  NAD 27      -  45 10 22.54940(N)    069 11 42.30595(W) AD(       ) 2
 QG0985  NGVD 29 (07/19/86)  155.2    (m)          509.     (f) VERT ANG       
 QG0985
 QG0985.Superseded values are not recommended for survey control.
 QG0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0985.See file dsdata.txt to determine how the superseded data were derived.
 QG0985
 QG0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL8471102185(NAD 83)
 QG0985_MARKER: DS = TRIANGULATION STATION DISK
 QG0985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0985_SP_SET: CONCRETE POST
 QG0985_STAMPING: CROFT 1975
 QG0985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0985+STABILITY: SURFACE MOTION
 QG0985
 QG0985  HISTORY     - Date     Condition        Report By
 QG0985  HISTORY     - 1975     MONUMENTED       NGS
 QG0985  HISTORY     - 1978     GOOD             NGS
 QG0985
 QG0985                          STATION DESCRIPTION
 QG0985
 QG0985'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 QG0985'THE STATION IS LOCATED IN THE TOWN OF DOVER-FOXCROFT ABOUT 2 MILES
 QG0985'SOUTHEAST OF DOWNTOWN DOVER-FOXCROFT, 4 MILES NORTH-NORTHWEST OF
 QG0985'BRANNS MILL POND, 1.75 MILES SOUTHWEST OF THE VILLAGE OF EAST DOVER
 QG0985'AND WITHIN THE RIGHT-OF-WAY OF THE ROAD.
 QG0985'
 QG0985'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 7 AND
 QG0985'15 IN THE TOWN OF DOVER-FOXCROFT, GO SOUTHEAST ON STATE ROUTE 15
 QG0985'FOR 1.75 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO EAST ON THE
 QG0985'SIDE ROAD FOR 0.6 MILE OVER THE TOP OF THE HILL TO THE STATION
 QG0985'ON THE LEFT.
 QG0985'
 QG0985'THE STATION MARK IS A STANDARD DISK STAMPED CROFT 1975 SET IN
 QG0985'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT AND IT PROJECTS
 QG0985'2 INCHES.  THE UNDERGROUND-STATION MARK IS A STANDARD DISK STAMPED
 QG0985'CROFT 1975 SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 3 FEET BELOW
 QG0985'THE GROUND.  IT IS 6.1 FEET EAST OF A METAL WITNESS POST, 21 FEET
 QG0985'NORTH OF THE CENTERLINE OF THE PAVED ROAD, 92 FEET NORTHWEST OF
 QG0985'POWER POLE NUMBER 6 AND ABOUT 1 FOOT HIGHER THAN THE ROAD
 QG0985'SURFACE.
 QG0985'
 QG0985'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CROFT NO 2 1975
 QG0985'CEMENTED IN A DRILL HOLE IN THE TOP OF A 8 BY 4 FOOT BOULDER.  IT
 QG0985'IS 36 FEET SOUTH OF THE CENTERLINE OF THE PAVED ROAD, 64.5 FEET
 QG0985'SOUTHWEST OF THE METAL WITNESS POST, 116.5 FEET WEST OF POWER POLE
 QG0985'NUMBER 6 AND ABOUT LEVEL WITH THE ROAD.
 QG0985'
 QG0985'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CROFT NO 1 1975
 QG0985'CEMENTED IN A DRILL HOLE IN THE TOP OF A 2-1/2 BY 4 FOOT
 QG0985'BOULDER.  IT IS 26 FEET WEST OF POWER POLE NUMBER 6, 27 FEET
 QG0985'SOUTH OF THE CENTERLINE OF THE PAVED ROAD, 77.5 FEET SOUTHEAST OF
 QG0985'A METAL WITNESS POST AND ABOUT LEVEL WITH THE ROAD.
 QG0985'
 QG0985'NO AZIMUTH MARK WAS ESTABLISHED AT THIS TIME SINCE STATION SIAS
 QG0985'CAN BE USED AS THE AZIMUTH MARK.
 QG0985'
 QG0985'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 QG0985
 QG0985                          STATION RECOVERY (1978)
 QG0985
 QG0985'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0985'2.1 MI SE FROM DOVER FOXCROFT.
 QG0985'1.8 MILES SOUTHEAST ALONG STATE HIGHWAY 15 FROM ITS JUNCTION WITH
 QG0985'STATE HIGHWAY 6, THENCE 0.3 MILE EAST ALONG RANGE ROAD, 20.5 FT.
 QG0985'NORTH OF THE CENTER LINE OF THE ROAD, 67.0 FT. NORTHEAST OF CROFT
 QG0985'RM 2, 72.0 FT. NORTHWEST OF CROFT RM 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0983 ***********************************************************************
 QG0983  DESIGNATION -  CROFT RM 1
 QG0983  PID         -  QG0983
 QG0983  STATE/COUNTY-  ME/PISCATAQUIS
 QG0983  USGS QUAD   -  DOVER FOXCROFT (1983)
 QG0983
 QG0983                         *CURRENT SURVEY CONTROL
 QG0983  ___________________________________________________________________
 QG0983* NAD 83(1986)-  45 10 22.     (N)    069 11 40.     (W)     SCALED    
 QG0983* NAVD 88     -       153.690  (meters)     504.23   (feet)  ADJUSTED  
 QG0983  ___________________________________________________________________
 QG0983  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 QG0983  DYNAMIC HT  -         153.687 (meters)     504.22  (feet)  COMP
 QG0983  MODELED GRAV-     980,592.2   (mgal)                       NAVD 88
 QG0983
 QG0983  VERT ORDER  -  FIRST     CLASS II
 QG0983
 QG0983.The horizontal coordinates were scaled from a topographic map and have
 QG0983.an estimated accuracy of +/- 6 seconds.
 QG0983
 QG0983.The orthometric height was determined by differential leveling
 QG0983.and adjusted by the National Geodetic Survey in June 1991..
 QG0983
 QG0983.The geoid height was determined by GEOID03.
 QG0983
 QG0983.The dynamic height is computed by dividing the NAVD 88
 QG0983.geopotential number by the normal gravity value computed on the
 QG0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0983.degrees latitude (g = 980.6199 gals.).
 QG0983
 QG0983.The modeled gravity was interpolated from observed gravity values.
 QG0983
 QG0983;                    North         East    Units  Estimated Accuracy
 QG0983;SPC ME E     -   167,580.      245,420.      MT  (+/- 180 meters Scaled)
 QG0983
 QG0983                          SUPERSEDED SURVEY CONTROL
 QG0983
 QG0983.No superseded survey control is available for this station.
 QG0983
 QG0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL847021(NAD 83)
 QG0983_MARKER: DR = REFERENCE MARK DISK
 QG0983_SETTING: 80 = SET IN A BOULDER
 QG0983_SP_SET: BOULDER
 QG0983_STAMPING: CROFT NO.1 1975
 QG0983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0983+STABILITY: SURFACE MOTION
 QG0983
 QG0983  HISTORY     - Date     Condition        Report By
 QG0983  HISTORY     - 1975     MONUMENTED       NGS
 QG0983  HISTORY     - 1978     GOOD             NGS
 QG0983
 QG0983                          STATION DESCRIPTION
 QG0983
 QG0983'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG0983'2.1 MI SE FROM DOVER FOXCROFT.
 QG0983'1.8 MILES SOUTHEAST ALONG STATE HIGHWAY 15 FROM ITS JUNCTION WITH
 QG0983'STATE HIGHWAY 6, THENCE 0.3 MILE EAST ALONG RANGE ROAD, 28.8 FT.
 QG0983'SOUTH OF THE CENTER LINE OF THE ROAD, 26.5 FT. WEST OF POWER POLE
 QG0983'6 6, 72.0 FT. SOUTHEAST OF TRIANGULATION STATION CROFT, 90.5 FT.
 QG0983'EAST OF CROFT RM 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0984 ***********************************************************************
 QG0984  DESIGNATION -  CROFT RM 2
 QG0984  PID         -  QG0984
 QG0984  STATE/COUNTY-  ME/PISCATAQUIS
 QG0984  USGS QUAD   -  DOVER FOXCROFT (1983)
 QG0984
 QG0984                         *CURRENT SURVEY CONTROL
 QG0984  ___________________________________________________________________
 QG0984* NAD 83(1986)-  45 10 22.     (N)    069 11 40.     (W)     SCALED    
 QG0984* NAVD 88     -       154.060  (meters)     505.45   (feet)  ADJUSTED  
 QG0984  ___________________________________________________________________
 QG0984  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 QG0984  DYNAMIC HT  -         154.057 (meters)     505.44  (feet)  COMP
 QG0984  MODELED GRAV-     980,592.2   (mgal)                       NAVD 88
 QG0984
 QG0984  VERT ORDER  -  FIRST     CLASS II
 QG0984
 QG0984.The horizontal coordinates were scaled from a topographic map and have
 QG0984.an estimated accuracy of +/- 6 seconds.
 QG0984
 QG0984.The orthometric height was determined by differential leveling
 QG0984.and adjusted by the National Geodetic Survey in June 1991..
 QG0984
 QG0984.The geoid height was determined by GEOID03.
 QG0984
 QG0984.The dynamic height is computed by dividing the NAVD 88
 QG0984.geopotential number by the normal gravity value computed on the
 QG0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0984.degrees latitude (g = 980.6199 gals.).
 QG0984
 QG0984.The modeled gravity was interpolated from observed gravity values.
 QG0984
 QG0984;                    North         East    Units  Estimated Accuracy
 QG0984;SPC ME E     -   167,580.      245,420.      MT  (+/- 180 meters Scaled)
 QG0984
 QG0984                          SUPERSEDED SURVEY CONTROL
 QG0984
 QG0984.No superseded survey control is available for this station.
 QG0984
 QG0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL847021(NAD 83)
 QG0984_MARKER: DR = REFERENCE MARK DISK
 QG0984_SETTING: 80 = SET IN A BOULDER
 QG0984_SP_SET: BOULDER
 QG0984_STAMPING: CROFT NO.2 1975
 QG0984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0984+STABILITY: SURFACE MOTION
 QG0984
 QG0984  HISTORY     - Date     Condition        Report By
 QG0984  HISTORY     - 1975     MONUMENTED       NGS
 QG0984  HISTORY     - 1978     GOOD             NGS
 QG0984
 QG0984                          STATION DESCRIPTION
 QG0984
 QG0984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG0984'2.1 MI SE FROM DOVER FOXCROFT.
 QG0984'1.8 MILES SOUTHEAST ALONG STATE HIGHWAY 15 FROM ITS JUNCTION WITH
 QG0984'STATE HIGHWAY 16, THENCE 0.3 MILE EAST ALONG RANGE ROAD, 35.2 FT.
 QG0984'SOUTH OF THE CENTER LINE OF THE ROAD, 67.0 FT. SOUTHWEST OF
 QG0984'TRIANGULATION STATION CROFT, 90.5 FT. WEST OF CROFT RM 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1752 ***********************************************************************
 PE1752  DESIGNATION -  CROMER 2
 PE1752  PID         -  PE1752
 PE1752  STATE/COUNTY-  ME/HANCOCK
 PE1752  USGS QUAD   -  WINTER HARBOR (1985)
 PE1752
 PE1752                         *CURRENT SURVEY CONTROL
 PE1752  ___________________________________________________________________
 PE1752* NAD 83(1996)-  44 26 32.29369(N)    068 01 13.95632(W)     ADJUSTED  
 PE1752* NAVD 88     -        73.     (meters)     240.     (feet)  SCALED    
 PE1752  ___________________________________________________________________
 PE1752  LAPLACE CORR-           3.03  (seconds)                    DEFLEC99
 PE1752  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 PE1752
 PE1752  HORZ ORDER  -  SECOND
 PE1752
 PE1752.The horizontal coordinates were established by classical geodetic methods
 PE1752.and adjusted by the National Geodetic Survey in March 1998..
 PE1752
 PE1752.The orthometric height was scaled from a topographic map.
 PE1752
 PE1752.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1752
 PE1752.The geoid height was determined by GEOID03.
 PE1752
 PE1752;                    North         East     Units Scale Factor Converg.
 PE1752;SPC ME E     -    86,286.799   338,164.749   MT  0.99991791   +0 20 08.6
 PE1752;UTM  19      - 4,921,466.945   577,941.424   MT  0.99967471   +0 41 09.0
 PE1752
 PE1752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1752!SPC ME E     -   0.99999231  x   0.99991791  =   0.99991022
 PE1752!UTM  19      -   0.99999231  x   0.99967471  =   0.99966702
 PE1752
 PE1752|---------------------------------------------------------------------|
 PE1752| PID    Reference Object                     Distance      Geod. Az  |
 PE1752|                                                           dddmmss.s |
 PE1752| CE7874 CROMER 2 RM 1                         7.250 METERS 01728     |
 PE1752| PD1166 STEUBEN CHURCH SPIRE                APPROX. 8.9 KM 0313200.8 |
 PE1752| PD1071 PIGEON                              APPROX.10.5 KM 0821039.3 |
 PE1752| CE7875 CROMER 2 RM 2                        11.721 METERS 12232     |
 PE1752| PD1077 COREA CHURCH SPIRE                  APPROX. 5.7 KM 1421024.5 |
 PE1752| PE1756 CROMER 2 RM 3                       166.657 METERS 32553     |
 PE1752|---------------------------------------------------------------------|
 PE1752
 PE1752                          SUPERSEDED SURVEY CONTROL
 PE1752
 PE1752  NAD 83(1992)-  44 26 32.29160(N)    068 01 13.96107(W) AD(       ) 2
 PE1752  NAD 83(1986)-  44 26 32.28916(N)    068 01 13.96545(W) AD(       ) 2
 PE1752  NAD 27      -  44 26 32.00300(N)    068 01 15.95300(W) AD(       ) 2
 PE1752
 PE1752.Superseded values are not recommended for survey control.
 PE1752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1752.See file dsdata.txt to determine how the superseded data were derived.
 PE1752
 PE1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK7794121467(NAD 83)
 PE1752_MARKER: DS = TRIANGULATION STATION DISK
 PE1752_SETTING: 66 = SET IN ROCK OUTCROP
 PE1752
 PE1752  HISTORY     - Date     Condition        Report By
 PE1752  HISTORY     - 1934     MONUMENTED       CGS
 PE1752  HISTORY     - 1941     GOOD             LOCENG
 PE1752  HISTORY     - 1944     GOOD             CGS
 PE1752  HISTORY     - 1965     GOOD             CGS
 PE1752  HISTORY     - 1970     GOOD             NGS
 PE1752
 PE1752                          STATION DESCRIPTION
 PE1752
 PE1752'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1752'ON THE EASTERN BROW OF CROMER HILL WHICH LIES ON THE WESTERN
 PE1752'SIDE OF GOULDSBORO HARBOR ABOUT 2-1/2 MILES DUE N OF THE
 PE1752'TOWN OF PROSPECT HARBOR.
 PE1752'
 PE1752'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 PE1752'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 PE1752'
 PE1752'THE STATION IS ON A FAIRLY FLAT LEDGE WHICH DROPS OFF SHARPLY
 PE1752'TO THE E AND S.  IT IS 40 FEET W OF THE E EDGE AND 40 FEET N
 PE1752'OF THE S EDGE.  ANOTHER PROMINENT LEDGE WITH ONE LONE PINE TREE
 PE1752'ON IT IS ABOUT 100 FEET NNE.
 PE1752'
 PE1752'REFERENCE MARK NO. 1 IS 35 FEET W OF THE E EDGE AND 70 FEET
 PE1752'N OF THE S EDGE OF THE LEDGE.  REFERENCE MARK NO. 2 IS 2 FEET
 PE1752'W OF THE E EDGE AND 28 FEET N OF THE S EDGE OF THE LEDGE.
 PE1752'
 PE1752'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 1 AND THE EASTERN
 PE1752'BRANCH OF HIGHWAY 186, GO S 3.2 MILES ON HIGHWAY 186 TO THE
 PE1752'HOME OF GEORGE CLARK, LOG COTTAGE ON THE W SIDE OF THE ROAD.  A
 PE1752'PATH LEADS N FROM HIS HOUSE TO THE STATION ABOUT 1/2 MILE.
 PE1752
 PE1752                          STATION RECOVERY (1941)
 PE1752
 PE1752'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1941
 PE1752'FOUND STATION MARKER AND REFERENCE MARKS WITHOUT DIFFICULTY,
 PE1752'THE TOWER AND TRIPOD ARE IN EXCELLENT CONDITION.  BOTH WERE
 PE1752'STILL FIRM AND RIGID AND NOT TOUCHING EACH OTHER.  THE SIGNAL
 PE1752'APPEARED TO BE PLUMB AND USABLE, ALTHOUGH THE FLAG ON THE TOP
 PE1752'OF A SMALL PINE LASHED TO THE SIGNAL ITSELF HAD BLOWN AWAY.
 PE1752'
 PE1752'THE TOWER IS EASILY SEEN FROM WHAT IS LOCALLY KNOWN AS THE
 PE1752'WEST BAY ROAD, ROUTE 186, BETWEEN GOULDSBORO AND PROSPECT
 PE1752'HARBOR, 2.9 MILES FROM GOULDSBORO, ON A HIGH OUTCROPPING LEDGE
 PE1752'JUST W OF THE ROAD.  IT WAS NOT HARD TO REACH THE TOP THROUGH
 PE1752'THE UNDERBRUSH AND OVER ROCKS.  THE STATION IS ON THE S TIP
 PE1752'OF THIS ROCKY RIDGE SEPARATED FROM THE MAIN PART BY A SLIGHT
 PE1752'SADDLE.  THE E REFERENCE MARK IS A FEW FEET FROM A PRECIPITOUS
 PE1752'DROP.
 PE1752'
 PE1752'IN SETTING THE MARKS THE MOSSY GROWTH ON THE ROCKS WAS
 PE1752'APPARENTLY CLEANED OFF AND THERE IS NO IMMEDIATE DANGER OF
 PE1752'THIS ENROACHING ON THE MARKERS.
 PE1752
 PE1752                          STATION RECOVERY (1944)
 PE1752
 PE1752'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1752'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  DISTANCES
 PE1752'TO REFERENCE MARKS WERE MEASURED AND CHECK.  DESCRIPTION IS
 PE1752'ADEQUATE, EXCEPT THAT LEDGE DROPS OFF SHARPLY TO S IS
 PE1752'MISLEADING.  THE HILL DROPS OFF RAPIDLY TO E, BUT TO S IT
 PE1752'SLOPES OFF GRADUALLY.  THE DROP OFF OF THE LEDGE TO THE S IS
 PE1752'LOCAL.
 PE1752
 PE1752                          STATION RECOVERY (1965)
 PE1752
 PE1752'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (NCS)
 PE1752'STATION AND BOTH RMS RECOVERED IN GOOD CONDITION AS DESCRIBED
 PE1752'IN 1934, ON LAND OF HAYCOCK.
 PE1752'
 PE1752'TO REACH FROM THE FLAGPOLE AT THE JUNCTION OF STATE
 PE1752'HIGHWAYS 186 AND 195 AT PROSPECT HARBOR POST OFFICE, GO NORTH
 PE1752'ON 186 FOR 2.5 MILES TO A DIRT ROAD ON THE LEFT, TURN LEFT AND
 PE1752'GO 0.05 MILE TO JUST BEYOND THE RESIDENCE OF CHARLES HAYCOCK
 PE1752'AND END OF TRUCK TRAVEL.  PACK NORTHEAST UP THE LEDGES TO THE
 PE1752'TOP OF THE HILL AND THE STATION.
 PE1752'
 PE1752'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PE1752'2.2 MILES NORTH OF PROSPECT HARBOR.
 PE1752
 PE1752                          STATION RECOVERY (1970)
 PE1752
 PE1752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 PE1752'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 PE1752'NEW REFERENCE MARK, NO. 3, WAS ESTABLISHED 546.777 FEET
 PE1752'NORTHWEST OF STATION.  A COMPLETE DESCRIPTION FOLLOWS--
 PE1752'
 PE1752'STATION IS LOCATED ON MOUNT CROMER, ON A FAIRLY OPEN, ROCKY
 PE1752'POINT AT SOUTH END OF THE LONG HILL.
 PE1752'
 PE1752'TO REACH STATION FROM THE POST OFFICE AT PROSPECT HARBOR,
 PE1752'GO NORTH ON STATE HIGHWAY 186 FOR 2.6 MILES.  TAKE GRAVELED
 PE1752'SIDE ROAD LEFT AND GO WEST 0.15 MILE TO TOP OF RISE AND
 PE1752'END OF TRUCK TRAVEL.  PACK SOUTH ALONG VERY GRADUAL RIDGE LINE
 PE1752'ABOUT 1000 FEET TO RM NO. 3.  CONTINUE ALONG RIDGE LINE TO
 PE1752'STATION.
 PE1752'
 PE1752'STATION MARK IS A STANDARD DISK STAMPED CROMER 2 1934,
 PE1752'CEMENTED IN A DRILL HOLE IN A BEDROCK KNOB.
 PE1752'
 PE1752'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED CROMER
 PE1752'2 NO 1 1934, CEMENTED IN A DRILL HOLE IN A BEDROCK LEDGE
 PE1752'ABOUT 2 FEET LOWER THAN STATION MARK.
 PE1752'
 PE1752'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED CROMER 2
 PE1752'NO 2 1934, CEMENTED IN A DRILL HOLE IN A BEDROCK LEDGE AT
 PE1752'SOUTHEAST EDGE OF HILLTOP.
 PE1752'
 PE1752'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED CROMER
 PE1752'2 1934 NO 3 1970, CEMENTED IN A DRILL HOLE IN A BEDROCK LEDGE
 PE1752'WHICH IS THE FIRST LEDGE ALONG RIDGE BETWEEN THE GRAVELED
 PE1752'ROAD AND STATION.  IT IS 27 FEET NORTH OF A LARGE, LONE PINE TREE.
 PE1752'
 PE1752'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PE1752'2-1/2 MILES NORTH OF PROSPECT HARBOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1756 ***********************************************************************
 PE1756  DESIGNATION -  CROMER 2 RM 3
 PE1756  PID         -  PE1756
 PE1756  STATE/COUNTY-  ME/HANCOCK
 PE1756  USGS QUAD   -  WINTER HARBOR (1985)
 PE1756
 PE1756                         *CURRENT SURVEY CONTROL
 PE1756  ___________________________________________________________________
 PE1756* NAD 83(1996)-  44 26 36.76381(N)    068 01 18.18314(W)     ADJUSTED  
 PE1756* NAVD 88     -        72.     (meters)     236.     (feet)  SCALED    
 PE1756  ___________________________________________________________________
 PE1756  LAPLACE CORR-           3.01  (seconds)                    DEFLEC99
 PE1756  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 PE1756
 PE1756  HORZ ORDER  -  SECOND
 PE1756
 PE1756.The horizontal coordinates were established by classical geodetic methods
 PE1756.and adjusted by the National Geodetic Survey in March 1998..
 PE1756
 PE1756.The orthometric height was scaled from a topographic map.
 PE1756
 PE1756.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1756
 PE1756.The geoid height was determined by GEOID03.
 PE1756
 PE1756;                    North         East     Units Scale Factor Converg.
 PE1756;SPC ME E     -    86,424.217   338,070.483   MT  0.99991782   +0 20 05.6
 PE1756;UTM  19      - 4,921,603.752   577,846.343   MT  0.99967452   +0 41 06.1
 PE1756
 PE1756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1756!SPC ME E     -   0.99999246  x   0.99991782  =   0.99991029
 PE1756!UTM  19      -   0.99999246  x   0.99967452  =   0.99966699
 PE1756
 PE1756|---------------------------------------------------------------------|
 PE1756| PID    Reference Object                     Distance      Geod. Az  |
 PE1756|                                                           dddmmss.s |
 PE1756| CE7873 CROMER 2 RM 3 REF HOLE NE            12.638 METERS 03343     |
 PE1756| PE1752 CROMER 2                            166.657 METERS 14553     |
 PE1756| CE7872 CROMER 2 RM 3 REF HOLE S              6.963 METERS 15824     |
 PE1756|---------------------------------------------------------------------|
 PE1756
 PE1756                          SUPERSEDED SURVEY CONTROL
 PE1756
 PE1756  NAD 83(1992)-  44 26 36.76173(N)    068 01 18.18788(W) AD(       ) 2
 PE1756  NAD 83(1986)-  44 26 36.75928(N)    068 01 18.19223(W) AD(       ) 2
 PE1756  NAD 27      -  44 26 36.47315(N)    068 01 20.17965(W) AD(       ) 2
 PE1756
 PE1756.Superseded values are not recommended for survey control.
 PE1756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1756.See file dsdata.txt to determine how the superseded data were derived.
 PE1756
 PE1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK7784621604(NAD 83)
 PE1756_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PE1756_SETTING: 66 = SET IN ROCK OUTCROP
 PE1756_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 PE1756_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE1756_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1756+STABILITY: POSITION/ELEVATION WELL
 PE1756
 PE1756  HISTORY     - Date     Condition        Report By
 PE1756  HISTORY     - 1970     MONUMENTED       NGS
 PE1756  HISTORY     - 1986     GOOD             NOS
 PE1756
 PE1756                          STATION DESCRIPTION
 PE1756
 PE1756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 PE1756'STATION IS LOCATED ALONG THE LONG, GRADUAL, NORTH SLOPE OF
 PE1756'MOUNT CROMER, AT A BEDROCK LEDGE, ABOUT 1000 FEET SOUTH OF A
 PE1756'GRAVELED ROAD, 750 FEET WEST OF STATE HIGHWAY 186 AND 500 FEET
 PE1756'NORTH OF HIGHEST POINT OF MOUNT CROMER.
 PE1756'
 PE1756'TO REACH STATION FROM THE POST OFFICE AT PROSPECT HARBOR,
 PE1756'GO NORTH ON STATE HIGHWAY 186 FOR 2.6 MILES.  TAKE GRAVELED
 PE1756'SIDE ROAD LEFT AND GO WEST 0.15 MILE TO TOP OF RISE AND END
 PE1756'OF TRUCK TRAVEL.  PACK SOUTHERLY ALONG GRADUAL RIDGE LINE FOR
 PE1756'ABOUT 1000 FEET TO STATION.
 PE1756'
 PE1756'STATION MARK IS A STANDARD REFERENCE MARK DISK, STAMPED
 PE1756'CROMER 2 1934 NO 3 1970, CEMENTED IN A DRILL HOLE IN THE TOP
 PE1756'OF A LONG BEDROCK LEDGE ABOUT 3 FEET HIGH ON THE NORTH SIDE,
 PE1756'AND IS 27 FEET NORTH OF A LARGE, LONE, PINE TREE.
 PE1756'
 PE1756'REFERENCE HOLE 1 IS A 3/4-INCH DRILL HOLE, 3 INCHES DEEP, IN
 PE1756'A BEDROCK OUTCROP, ABOUT 1-1/2 FEET HIGHER THAN STATION MARK.
 PE1756'
 PE1756'REFERENCE HOLE 2 IS A 3/4-INCH DRILL HOLE, 3 INCHES DEEP, IN
 PE1756'A BEDROCK OUTCROP, ABOUT 2 FEET LOWER THAN STATION MARK.
 PE1756'
 PE1756'NOTE--THIS STATION WAS LOCATED BY TRAVERSE FROM CROMER 2 1934.
 PE1756
 PE1756                          STATION RECOVERY (1986)
 PE1756
 PE1756'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1986 (JED)
 PE1756'THE STATION WAS RECOVERED AT THIS DATE.
 PE1756'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED BY THE 1970
 PE1756'DESCRIPTION.
 PE1756'
 PE1756'RECOVERED BY JED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1768 ***********************************************************************
 QF1768  DESIGNATION -  CROMWELL 1890
 QF1768  PID         -  QF1768
 QF1768  STATE/COUNTY-  ME/AROOSTOOK
 QF1768  USGS QUAD   -  NORTH AMITY (1989)
 QF1768
 QF1768                         *CURRENT SURVEY CONTROL
 QF1768  ___________________________________________________________________
 QF1768* NAD 83(1996)-  45 53 50.25304(N)    067 50 36.58016(W)     ADJUSTED  
 QF1768* NAVD 88     -       206.     (meters)     676.     (feet)  SCALED    
 QF1768  ___________________________________________________________________
 QF1768  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 QF1768  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 QF1768
 QF1768  HORZ ORDER  -  SECOND
 QF1768
 QF1768.The horizontal coordinates were established by classical geodetic methods
 QF1768.and adjusted by the National Geodetic Survey in March 1998..
 QF1768
 QF1768.The orthometric height was scaled from a topographic map.
 QF1768
 QF1768.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1768
 QF1768.The geoid height was determined by GEOID03.
 QF1768
 QF1768;                    North         East     Units Scale Factor Converg.
 QF1768;SPC ME E     -   248,068.717   350,943.967   MT  0.99993190   +0 28 17.2
 QF1768;UTM  19      - 5,083,286.333   589,716.263   MT  0.99969895   +0 49 49.9
 QF1768
 QF1768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1768!SPC ME E     -   0.99997144  x   0.99993190  =   0.99990334
 QF1768!UTM  19      -   0.99997144  x   0.99969895  =   0.99967039
 QF1768
 QF1768:                Primary Azimuth Mark                     Grid Az
 QF1768:SPC ME E     -  GREEN MOUNTAIN                           152 05 45.8
 QF1768:UTM  19      -  GREEN MOUNTAIN                           151 44 13.1
 QF1768
 QF1768|---------------------------------------------------------------------|
 QF1768| PID    Reference Object                     Distance      Geod. Az  |
 QF1768|                                                           dddmmss.s |
 QF1768| QF1858 GREEN MOUNTAIN                      APPROX.14.2 KM 1523403.0 |
 QF1768|---------------------------------------------------------------------|
 QF1768
 QF1768                          SUPERSEDED SURVEY CONTROL
 QF1768
 QF1768  NAD 83(1992)-  45 53 50.25038(N)    067 50 36.57889(W) AD(       ) 2
 QF1768  NAD 83(1986)-  45 53 50.23660(N)    067 50 36.59491(W) AD(       ) 2
 QF1768  NAD 27      -  45 53 50.05400(N)    067 50 38.54300(W) AD(       ) 2
 QF1768
 QF1768.Superseded values are not recommended for survey control.
 QF1768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1768.See file dsdata.txt to determine how the superseded data were derived.
 QF1768
 QF1768_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL8971683286(NAD 83)
 QF1768_MARKER: H = DRILL HOLE
 QF1768_SETTING: 80 = SET IN A BOULDER
 QF1768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1768+STABILITY: SURFACE MOTION
 QF1768
 QF1768  HISTORY     - Date     Condition        Report By
 QF1768  HISTORY     - 1890     MONUMENTED       CGS
 QF1768
 QF1768                          STATION DESCRIPTION
 QF1768
 QF1768'DESCRIBED BY COAST AND GEODETIC SURVEY 1890 (JH)
 QF1768'IN THE SETTLEMENT OF AMITY ABOUT A MILE S OF SPRING HILL AND ON THE
 QF1768'BANK ON THE W SIDE OF THE HOULTON ROAD, IN FRONT OF THE HOUSE OF MR
 QF1768'CROMWELL.  THE STATION IS CLOSE TO A MAPLE TREE AND IS MARKED BY A
 QF1768'HOLE DRILLED IN THE ROCK, PROJECTING ABOUT 8 INCHES ABOVE THE
 QF1768'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0553 ***********************************************************************
 OB0553  DESIGNATION -  CROOKER
 OB0553  PID         -  OB0553
 OB0553  STATE/COUNTY-  ME/SAGADAHOC
 OB0553  USGS QUAD   -  PHIPPSBURG (1957)
 OB0553
 OB0553                         *CURRENT SURVEY CONTROL
 OB0553  ___________________________________________________________________
 OB0553* NAD 83(1996)-  43 49 57.63119(N)    069 51 52.74407(W)     ADJUSTED  
 OB0553* NAVD 88     -                                                        
 OB0553  ___________________________________________________________________
 OB0553  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 OB0553  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 OB0553
 OB0553  HORZ ORDER  -  THIRD
 OB0553
 OB0553.The horizontal coordinates were established by classical geodetic methods
 OB0553.and adjusted by the National Geodetic Survey in March 1998..
 OB0553
 OB0553
 OB0553.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0553
 OB0553.The geoid height was determined by GEOID03.
 OB0553
 OB0553;                    North         East     Units Scale Factor Converg.
 OB0553;SPC ME W     -   111,066.762   924,290.684   MT  0.99997392   +0 12 33.0
 OB0553;UTM  19      - 4,853,652.020   430,482.728   MT  0.99965944   -0 35 55.8
 OB0553
 OB0553                          SUPERSEDED SURVEY CONTROL
 OB0553
 OB0553  NAD 83(1992)-  43 49 57.62948(N)    069 51 52.74288(W) AD(       ) 4
 OB0553  NAD 83(1986)-  43 49 57.63509(N)    069 51 52.74805(W) AD(       ) 4
 OB0553  NAD 27      -  43 49 57.34000(N)    069 51 54.59000(W) AD(       ) 3
 OB0553
 OB0553.Superseded values are not recommended for survey control.
 OB0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0553.See file dsdata.txt to determine how the superseded data were derived.
 OB0553
 OB0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3048353652(NAD 83)
 OB0553
 OB0553  HISTORY     - Date     Condition        Report By
 OB0553  HISTORY     - UNK      MONUMENTED
 OB0553  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OB0553  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0553
 OB0553                          STATION DESCRIPTION
 OB0553
 OB0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OB0553'STATION LOST.  NOT PREVIOUSLY DESCRIBED AND NO SIGN OF MARKING
 OB0553'FOUND.
 OB0553
 OB0553                          STATION RECOVERY (1942)
 OB0553
 OB0553'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OB0553'PAGE 13 GIVES REPORT OF ATTEMPTED RECOVERY.  THE FOUNDATION OF AN
 OB0553'OLD HOUSE WAS FOUND IN THIS VICINITY, AND IF THIS CAN BE CHECKED BY
 OB0553'THE AIR PHOTOGRAPHIC COMPILATION PARTY THE STATION SHOULD BE
 OB0553'MARKED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1904 ***********************************************************************
 QF1904  DESIGNATION -  CROPLEY IBC
 QF1904  PID         -  QF1904
 QF1904  STATE/COUNTY-  ME/AROOSTOOK
 QF1904  USGS QUAD   -  ORIENT (1989)
 QF1904
 QF1904                         *CURRENT SURVEY CONTROL
 QF1904  ___________________________________________________________________
 QF1904* NAD 83(1996)-  45 50 50.26418(N)    067 46 59.65886(W)     ADJUSTED  
 QF1904* NAVD 88     -       133.     (meters)     436.     (feet)  SCALED    
 QF1904  ___________________________________________________________________
 QF1904  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 QF1904  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 QF1904
 QF1904  HORZ ORDER  -  THIRD
 QF1904
 QF1904.The horizontal coordinates were established by classical geodetic methods
 QF1904.and adjusted by the National Geodetic Survey in March 1998..
 QF1904
 QF1904.The orthometric height was scaled from a topographic map.
 QF1904
 QF1904.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1904
 QF1904.The geoid height was determined by GEOID03.
 QF1904
 QF1904;                    North         East     Units Scale Factor Converg.
 QF1904;SPC ME E     -   242,552.428   355,669.638   MT  0.99993809   +0 30 51.4
 QF1904;UTM  19      - 5,077,801.022   594,475.301   MT  0.99970973   +0 52 23.1
 QF1904
 QF1904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1904!SPC ME E     -   0.99998289  x   0.99993809  =   0.99992098
 QF1904!UTM  19      -   0.99998289  x   0.99970973  =   0.99969262
 QF1904
 QF1904|---------------------------------------------------------------------|
 QF1904| PID    Reference Object                     Distance      Geod. Az  |
 QF1904|                                                           dddmmss.s |
 QF1904| QF1887 SOUTH STUMP IBC                     370.486 METERS 12839     |
 QF1904| QF1883 REFERENCE MON 18=NARROWS            APPROX. 0.7 KM 1311338.5 |
 QF1904|---------------------------------------------------------------------|
 QF1904
 QF1904                          SUPERSEDED SURVEY CONTROL
 QF1904
 QF1904  NAD 83(1992)-  45 50 50.26193(N)    067 46 59.65818(W) AD(       ) 3
 QF1904  NAD 83(1986)-  45 50 50.26002(N)    067 46 59.66549(W) AD(       ) 3
 QF1904  NAD 27      -  45 50 50.06300(N)    067 47 01.64100(W) AD(       ) 3
 QF1904
 QF1904.Superseded values are not recommended for survey control.
 QF1904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1904.See file dsdata.txt to determine how the superseded data were derived.
 QF1904
 QF1904_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9447577801(NAD 83)
 QF1904_MARKER: DD = SURVEY DISK
 QF1904_SETTING: 0 = UNSPECIFIED SETTING
 QF1904_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QF1904
 QF1904  HISTORY     - Date     Condition        Report By
 QF1904  HISTORY     - 1912     MONUMENTED       IBC
 QF1904  HISTORY     - 1955     GOOD             IBC
 QF1904
 QF1904                          STATION DESCRIPTION
 QF1904
 QF1904'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (JEM)
 QF1904'IN THE EDGE OF THE BUSHES 6 FEET FROM HIGH WATER IN MONUMENT BROOK,
 QF1904'1-1/2 MILES ABOVE NORTH LAKE.  IT IS 10 FEET DOWNSTREAM FROM THE
 QF1904'EXTREME POINT AT HIGH WATER AND 100 FEET UPSTREAM FROM THE CROPLEY
 QF1904'FARM ROAD TO THE RIVER.
 QF1904'
 QF1904'STATION MARK IS A BRONZE DISK SET IN THE TOP OF A GRANITE POST 8
 QF1904'INCHES SQUARE AND 30 INCHES LONG, FIRMLY PLANTED IN THE GROUND, AND
 QF1904'PROJECTING 14 INCHES ABOVE THE SURFACE.  THE LETTER---U.S.C.B.---ARE
 QF1904'CUT ON THE VERTICAL FACES OF THE POST, ONE LETTER ON EACH FACE.
 QF1904
 QF1904                          STATION RECOVERY (1955)
 QF1904
 QF1904'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1904'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2297 ***********************************************************************
 PE2297  DESIGNATION -  CROSS 1911
 PE2297  PID         -  PE2297
 PE2297  STATE/COUNTY-  ME/KNOX
 PE2297  USGS QUAD   -  ROCKLAND (1979)
 PE2297
 PE2297                         *CURRENT SURVEY CONTROL
 PE2297  ___________________________________________________________________
 PE2297* NAD 83(1996)-  44 04 39.03394(N)    069 02 39.87356(W)     ADJUSTED  
 PE2297* NAVD 88     -        14.     (meters)      46.     (feet)  SCALED    
 PE2297  ___________________________________________________________________
 PE2297  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 PE2297  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 PE2297
 PE2297  HORZ ORDER  -  THIRD
 PE2297
 PE2297.The horizontal coordinates were established by classical geodetic methods
 PE2297.and adjusted by the National Geodetic Survey in March 1998..
 PE2297
 PE2297.The orthometric height was scaled from a topographic map.
 PE2297
 PE2297.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2297
 PE2297.The geoid height was determined by GEOID03.
 PE2297
 PE2297;                    North         East     Units Scale Factor Converg.
 PE2297;SPC ME E     -    45,788.176   256,396.224   MT  0.99992338   -0 22 43.4
 PE2297;UTM  19      - 4,880,482.659   496,444.161   MT  0.99960016   -0 01 51.2
 PE2297
 PE2297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2297!SPC ME E     -   1.00000177  x   0.99992338  =   0.99992515
 PE2297!UTM  19      -   1.00000177  x   0.99960016  =   0.99960193
 PE2297
 PE2297:                Primary Azimuth Mark                     Grid Az
 PE2297:SPC ME E     -  TEN 2 1911                               182 09 48.1
 PE2297:UTM  19      -  TEN 2 1911                               181 48 55.9
 PE2297
 PE2297|---------------------------------------------------------------------|
 PE2297| PID    Reference Object                     Distance      Geod. Az  |
 PE2297|                                                           dddmmss.s |
 PE2297| PE2331 TEN 2 1911                          APPROX. 1.1 KM 1814704.7 |
 PE2297| PE2310 INNER SOUTH BEACON TOP              APPROX. 1.5 KM 2325036.3 |
 PE2297| PE2314 WIND                                APPROX. 2.3 KM 2470128.3 |
 PE2297| PE2336 INNER NORTH BEACON TOP              APPROX. 1.0 KM 3435818.3 |
 PE2297|---------------------------------------------------------------------|
 PE2297
 PE2297                          SUPERSEDED SURVEY CONTROL
 PE2297
 PE2297  NAD 83(1992)-  44 04 39.03885(N)    069 02 39.85338(W) AD(       ) 3
 PE2297  NAD 83(1986)-  44 04 39.04368(N)    069 02 39.85938(W) AD(       ) 3
 PE2297  NAD 27      -  44 04 38.77100(N)    069 02 41.70500(W) AD(       ) 3
 PE2297
 PE2297.Superseded values are not recommended for survey control.
 PE2297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2297.See file dsdata.txt to determine how the superseded data were derived.
 PE2297
 PE2297_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ9644480483(NAD 83)
 PE2297
 PE2297  HISTORY     - Date     Condition        Report By
 PE2297  HISTORY     - 1911     MONUMENTED       CGS
 PE2297  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2297
 PE2297                          STATION DESCRIPTION
 PE2297
 PE2297'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (OBF)
 PE2297'ON THE EASTERN EDGE OF THE MOST PROMINENT LEDGE IN THIS VICINITY
 PE2297'AND SOME 75 METERS FROM THE W EDGE OF MONROE ISLAND.  A SMALL
 PE2297'OPENING WAS MADE TOWARD THE S TO OPEN UP TEN, WHICH IS ALSO
 PE2297'IN LINE WITH A SPAR BUOY ON THE E SIDE OF SHEEP ISLAND.
 PE2297'
 PE2297'THE STATION IS MARKED BY A SMALL CROSS CUT IN THE SOLID ROCK
 PE2297'SOME 120 FEET FROM A HOUSE SW.
 PE2297
 PE2297                          STATION RECOVERY (1943)
 PE2297
 PE2297'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2297'A SEARCH WAS MADE ON THE MOST PROMINENT LEDGE IN THIS VICINITY
 PE2297'BUT NO TRACE OF THE MARK WAS FOUND.  PLANE-TABLE AND AIR
 PE2297'COMPILATION METHODS MIGHT REVEAL THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1002 ***********************************************************************
 PD1002  DESIGNATION -  CROSS IS COAST GUARD TWR
 PD1002  PID         -  PD1002
 PD1002  STATE/COUNTY-  ME/WASHINGTON
 PD1002  USGS QUAD   -  CROSS ISLAND (1993)
 PD1002
 PD1002                         *CURRENT SURVEY CONTROL
 PD1002  ___________________________________________________________________
 PD1002* NAD 83(1996)-  44 36 41.53810(N)    067 16 31.58676(W)     ADJUSTED  
 PD1002* NAVD 88     -                                                        
 PD1002  ___________________________________________________________________
 PD1002  LAPLACE CORR-           3.98  (seconds)                    DEFLEC99
 PD1002  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 PD1002
 PD1002  HORZ ORDER  -  THIRD
 PD1002
 PD1002.The horizontal coordinates were established by classical geodetic methods
 PD1002.and adjusted by the National Geodetic Survey in March 1998..
 PD1002
 PD1002
 PD1002.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1002
 PD1002.The geoid height was determined by GEOID03.
 PD1002
 PD1002;                    North         East     Units Scale Factor Converg.
 PD1002;SPC ME E     -   105,708.367   397,193.195   MT  1.00001613   +0 51 36.3
 PD1002;UTM  19      - 4,941,245.204   636,837.253   MT  0.99983026   +1 12 40.8
 PD1002
 PD1002                          SUPERSEDED SURVEY CONTROL
 PD1002
 PD1002  NAD 83(1992)-  44 36 41.53468(N)    067 16 31.58427(W) AD(       ) 4
 PD1002  NAD 83(1986)-  44 36 41.53087(N)    067 16 31.58672(W) AD(       ) 4
 PD1002  NAD 27      -  44 36 41.24747(N)    067 16 33.61293(W) AD(       ) 3
 PD1002
 PD1002.Superseded values are not recommended for survey control.
 PD1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1002.See file dsdata.txt to determine how the superseded data were derived.
 PD1002
 PD1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK3683741245(NAD 83)
 PD1002_MARKER: 55 = TOWER
 PD1002
 PD1002  HISTORY     - Date     Condition        Report By
 PD1002  HISTORY     - 1960     FIRST OBSERVED   CGS
 PD1002
 PD1002                          STATION DESCRIPTION
 PD1002
 PD1002'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1000 ***********************************************************************
 PD1000  DESIGNATION -  CROSS ISLAND NW HEAD 1882
 PD1000  PID         -  PD1000
 PD1000  STATE/COUNTY-  ME/WASHINGTON
 PD1000  USGS QUAD   -  CROSS ISLAND (1993)
 PD1000
 PD1000                         *CURRENT SURVEY CONTROL
 PD1000  ___________________________________________________________________
 PD1000* NAD 83(1996)-  44 36 42.67132(N)    067 19 18.98574(W)     ADJUSTED  
 PD1000* NAVD 88     -        30.     (meters)      98.     (feet)  SCALED    
 PD1000  ___________________________________________________________________
 PD1000  LAPLACE CORR-           5.23  (seconds)                    DEFLEC99
 PD1000  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 PD1000
 PD1000  HORZ ORDER  -  THIRD
 PD1000
 PD1000.The horizontal coordinates were established by classical geodetic methods
 PD1000.and adjusted by the National Geodetic Survey in March 1998..
 PD1000
 PD1000.The orthometric height was scaled from a topographic map.
 PD1000
 PD1000.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1000
 PD1000.The geoid height was determined by GEOID03.
 PD1000
 PD1000;                    North         East     Units Scale Factor Converg.
 PD1000;SPC ME E     -   105,688.990   393,502.002   MT  1.00000748   +0 49 38.7
 PD1000;UTM  19      - 4,941,203.206   633,146.941   MT  0.99981801   +1 10 43.2
 PD1000
 PD1000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD1000!SPC ME E     -   0.99999887  x   1.00000748  =   1.00000635
 PD1000!UTM  19      -   0.99999887  x   0.99981801  =   0.99981688
 PD1000
 PD1000:                Primary Azimuth Mark                     Grid Az
 PD1000:SPC ME E     -  LIBBY ISLANDS LH OLD                     215 47 28.7
 PD1000:UTM  19      -  LIBBY ISLANDS LH OLD                     215 26 24.2
 PD1000
 PD1000|---------------------------------------------------------------------|
 PD1000| PID    Reference Object                     Distance      Geod. Az  |
 PD1000|                                                           dddmmss.s |
 PD1000| PD1001 LIBBY ISLANDS LH OLD                APPROX. 6.0 KM 2163707.4 |
 PD1000|---------------------------------------------------------------------|
 PD1000
 PD1000                          SUPERSEDED SURVEY CONTROL
 PD1000
 PD1000  NAD 83(1992)-  44 36 42.66688(N)    067 19 18.98310(W) AD(       ) 3
 PD1000  NAD 83(1986)-  44 36 42.66273(N)    067 19 18.98538(W) AD(       ) 3
 PD1000  NAD 27      -  44 36 42.37800(N)    067 19 21.03100(W) AD(       ) 3
 PD1000
 PD1000.Superseded values are not recommended for survey control.
 PD1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1000.See file dsdata.txt to determine how the superseded data were derived.
 PD1000
 PD1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK3314741203(NAD 83)
 PD1000
 PD1000  HISTORY     - Date     Condition        Report By
 PD1000  HISTORY     - 1882     MONUMENTED       CGS
 PD1000  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD1000
 PD1000                          STATION DESCRIPTION
 PD1000
 PD1000'DESCRIBED BY COAST AND GEODETIC SURVEY 1882 (CHB)
 PD1000'STATION IS ON NW HEAD OF CROSS ISLAND IN SW PART OF MACHIAS
 PD1000'BAY.  THE HILL RISES ABRUPTLY FROM THE SHORE AND THE STATION IS
 PD1000'NOT ON THE HIGHEST PART BUT ON THE FIRST TOP ABOUT 50 FEET ABOVE
 PD1000'THE BAY.  IT IS MARKED BY A HOLE DRILLED IN THE ROCK.
 PD1000
 PD1000                          STATION RECOVERY (1946)
 PD1000
 PD1000'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD1000'THE STATION WAS SEARCHED FOR BUT NOT FOUND.  HOWEVER, DUE TO A
 PD1000'PRESENT HEAVY GROWTH OF VEGETATION AND LACK OF DESCRIPTION, THE
 PD1000'STATION COULD STILL BE IN EXISTENCE, BUT IN ALL PROBABILITY WILL
 PD1000'NEVER BE RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1539 ***********************************************************************
 OC1539  DESIGNATION -  CROTCH
 OC1539  PID         -  OC1539
 OC1539  STATE/COUNTY-  ME/CUMBERLAND
 OC1539  USGS QUAD   -  SOUTH HARPSWELL (1975)
 OC1539
 OC1539                         *CURRENT SURVEY CONTROL
 OC1539  ___________________________________________________________________
 OC1539* NAD 83(1996)-  43 41 42.14589(N)    070 05 32.96602(W)     ADJUSTED  
 OC1539* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 OC1539  ___________________________________________________________________
 OC1539  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 OC1539  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 OC1539
 OC1539  HORZ ORDER  -  THIRD
 OC1539
 OC1539.The horizontal coordinates were established by classical geodetic methods
 OC1539.and adjusted by the National Geodetic Survey in March 1998..
 OC1539
 OC1539.The orthometric height was scaled from a topographic map.
 OC1539
 OC1539.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1539
 OC1539.The geoid height was determined by GEOID03.
 OC1539
 OC1539;                    North         East     Units Scale Factor Converg.
 OC1539;SPC ME W     -    95,733.331   905,979.572   MT  0.99996711   +0 03 04.5
 OC1539;UTM  19      - 4,838,582.430   411,962.900   MT  0.99969533   -0 45 17.1
 OC1539
 OC1539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1539!SPC ME W     -   1.00000394  x   0.99996711  =   0.99997105
 OC1539!UTM  19      -   1.00000394  x   0.99969533  =   0.99969927
 OC1539
 OC1539:                Primary Azimuth Mark                     Grid Az
 OC1539:SPC ME W     -  MINISTERIAL IS HOUSE CHIMNEY             030 12 26.9
 OC1539:UTM  19      -  MINISTERIAL IS HOUSE CHIMNEY             031 00 48.5
 OC1539
 OC1539|---------------------------------------------------------------------|
 OC1539| PID    Reference Object                     Distance      Geod. Az  |
 OC1539|                                                           dddmmss.s |
 OC1539| OC1537 MINISTERIAL IS HOUSE CHIMNEY        APPROX. 2.5 KM 0301531.4 |
 OC1539| OC1527 MARK IS STONE BEACON                APPROX. 5.2 KM 0722249.8 |
 OC1539| CE7312 CROTCH RM 2                          18.745 METERS 08606     |
 OC1539| OC1526 DUNKERS LEDGE BEACON                APPROX. 5.2 KM 0982019.4 |
 OC1539| OC1529 HALFWAY ROCK LIGHTHOUSE 1904        APPROX. 6.2 KM 1340027.8 |
 OC1539| OC1552 HALFWAY ROCK TRIPOD STRUCTURE       APPROX. 6.2 KM 1341455.3 |
 OC1539| CE7311 CROTCH RM 1                          16.897 METERS 20718     |
 OC1539| OC1652 CUSHING ISLAND RADIO MAST           APPROX. 9.9 KM 2352721.3 |
 OC1539|---------------------------------------------------------------------|
 OC1539
 OC1539                          SUPERSEDED SURVEY CONTROL
 OC1539
 OC1539  NAD 83(1992)-  43 41 42.14390(N)    070 05 32.96649(W) AD(       ) 3
 OC1539  NAD 83(1986)-  43 41 42.14986(N)    070 05 32.97174(W) AD(       ) 3
 OC1539  NAD 27      -  43 41 41.84800(N)    070 05 34.80200(W) AD(       ) 3
 OC1539
 OC1539.Superseded values are not recommended for survey control.
 OC1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1539.See file dsdata.txt to determine how the superseded data were derived.
 OC1539
 OC1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ1196338582(NAD 83)
 OC1539_MARKER: DS = TRIANGULATION STATION DISK
 OC1539_SETTING: 66 = SET IN ROCK OUTCROP
 OC1539
 OC1539  HISTORY     - Date     Condition        Report By
 OC1539  HISTORY     - 1933     MONUMENTED       CGS
 OC1539  HISTORY     - 1941     GOOD             CGS
 OC1539  HISTORY     - 1979     GOOD             LOCENG
 OC1539
 OC1539                          STATION DESCRIPTION
 OC1539
 OC1539'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1539'STATION IS ON THE EASTERN DIVISION OF CROTCH ISLAND, WHICH LIES
 OC1539'NE AND SW AND IS ON THE HIGHEST KNOLL ON THIS DIVISION.  STATION
 OC1539'IS IN A SLIGHT DEPRESSION BETWEEN THE HIGHEST POINTS ON THE
 OC1539'KNOLL, WHICH POINTS ARE ABOUT 20 METERS N AND 20 METERS S OF THE
 OC1539'STATION.  IT IS 38 METERS FROM THE EASTERN SHORE LINE AND ABOUT
 OC1539'THE SAME DISTANCE FROM A SLOUGH ON THE WESTERN SIDE OF THE
 OC1539'RIDGE.  THERE IS A CLUMP OF LOW BUSHES ABOUT 5 METERS DIAMETER
 OC1539'5 METERS S OF THE STATION.
 OC1539'
 OC1539'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS WEDGED IN
 OC1539'DRILL HOLES IN OUTCROPPING BEDROCK.
 OC1539'
 OC1539'THE STATION MARK IS IN A ROCK WHICH HAS A BARE SURFACE 5 METERS
 OC1539'LONG AND 1.5 METERS WIDE.
 OC1539'
 OC1539'REFERENCE MARK NO.1 IS ON THE HIGHEST POINT S OF THE STATION
 OC1539'AND EQUIDISTANT FROM EASTERN SHORE LINE AND A SLOUGH ON THE W
 OC1539'SIDE.
 OC1539'
 OC1539'REFERENCE MARK NO.2 IS ON THE HIGH POINT OF THE SAME RIDGE,
 OC1539'BUT NEARER THE EASTERN SHORE, N OF THE STATION.
 OC1539'
 OC1539'HEIGHT OF SIGNAL ABOVE STATION MARK - 5 METERS.
 OC1539
 OC1539                          STATION RECOVERY (1941)
 OC1539
 OC1539'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FLP)
 OC1539'RECOVERED AS DESCRIBED IN 1933.
 OC1539
 OC1539                          STATION RECOVERY (1979)
 OC1539
 OC1539'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979 (DAM)
 OC1539'STATION RECOVERED BY WHITMAN AND HOWARD, INC.
 OC1539'
 OC1539'CROTCH GOOD
 OC1539'
 OC1539'DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1749 ***********************************************************************
 PE1749  DESIGNATION -  CROTCH HILL
 PE1749  PID         -  PE1749
 PE1749  STATE/COUNTY-  ME/HANCOCK
 PE1749  USGS QUAD   -  AMHERST (1988)
 PE1749
 PE1749                         *CURRENT SURVEY CONTROL
 PE1749  ___________________________________________________________________
 PE1749* NAD 83(1996)-  44 47 03.11143(N)    068 16 19.53597(W)     ADJUSTED  
 PE1749* NAVD 88     -       168.     (meters)     551.     (feet)  SCALED    
 PE1749  ___________________________________________________________________
 PE1749  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 PE1749  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 PE1749
 PE1749  HORZ ORDER  -  THIRD
 PE1749
 PE1749.The horizontal coordinates were established by classical geodetic methods
 PE1749.and adjusted by the National Geodetic Survey in March 1998..
 PE1749
 PE1749.The orthometric height was scaled from a topographic map.
 PE1749
 PE1749.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1749
 PE1749.The geoid height was determined by GEOID03.
 PE1749
 PE1749;                    North         East     Units Scale Factor Converg.
 PE1749;SPC ME E     -   124,189.141   318,035.243   MT  0.99990400   +0 09 38.0
 PE1749;UTM  19      - 4,959,235.630   557,585.141   MT  0.99964078   +0 30 46.0
 PE1749
 PE1749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1749!SPC ME E     -   0.99997751  x   0.99990400  =   0.99988151
 PE1749!UTM  19      -   0.99997751  x   0.99964078  =   0.99961830
 PE1749
 PE1749:                Primary Azimuth Mark                     Grid Az
 PE1749:SPC ME E     -  PEAKED MOUNT 1856                        288 02 54.1
 PE1749:UTM  19      -  PEAKED MOUNT 1856                        287 41 46.1
 PE1749
 PE1749|---------------------------------------------------------------------|
 PE1749| PID    Reference Object                     Distance      Geod. Az  |
 PE1749|                                                           dddmmss.s |
 PE1749| PE1750 PEAKED MOUNT 1856                   APPROX.16.0 KM 2881232.1 |
 PE1749|---------------------------------------------------------------------|
 PE1749
 PE1749                          SUPERSEDED SURVEY CONTROL
 PE1749
 PE1749  NAD 83(1992)-  44 47 03.11083(N)    068 16 19.53181(W) AD(       ) 3
 PE1749  NAD 83(1986)-  44 47 03.11081(N)    068 16 19.53548(W) AD(       ) 3
 PE1749  NAD 27      -  44 47 02.83532(N)    068 16 21.44277(W) AD(       ) 3
 PE1749
 PE1749.Superseded values are not recommended for survey control.
 PE1749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1749.See file dsdata.txt to determine how the superseded data were derived.
 PE1749
 PE1749_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK5758559236(NAD 83)
 PE1749_MARKER: DD = SURVEY DISK
 PE1749_SETTING: 80 = SET IN A BOULDER
 PE1749_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE1749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1749+STABILITY: SURFACE MOTION
 PE1749
 PE1749  HISTORY     - Date     Condition        Report By
 PE1749  HISTORY     - 1928     MONUMENTED       USGS
 PE1749
 PE1749                          STATION DESCRIPTION
 PE1749
 PE1749'DESCRIBED BY US GEOLOGICAL SURVEY 1928 (BHY)
 PE1749'LOCATED NEAR CENTER OF T. 21, ON HIGHEST PART OF HEAVILY TIMBERED
 PE1749'RIDGE KNOWN AS CROTCH HILL, ABOUT 6.0 MI NE. OF WALTHAM, ABOUT 5.0
 PE1749'MI S., THENCE E. OF VILLAGE OF AURORA, 3.0 MI E. OF HWY. FROM AURORA
 PE1749'TO ELLSWORTH, ABOUT 3.0 MI NW. OF SPECTACLE POND.
 PE1749'
 PE1749'TO REACH BY TOTE RD. LEADING OFF MAIN HWY. OPPOSITE RESIDENCE OF
 PE1749'DELBERT GILES ON S. SLOPE OF MOOSE HILL, FOLLOW TOTE RD. E. PAST
 PE1749'DRIVING CAMP AND ACROSS MIDDLE BRANCH OF UNION RIVER, ABOUT 0.5 MI
 PE1749'AFTER CROSSING RIVER TURN LEFT ON DIM RD. WHERE LEVEL BENCH MARK IS
 PE1749'LOCATED IN LARGE GRANITE BOULDER, FOLLOW THIS RD. TO CREST OF RIDGE
 PE1749'AND TURN RIGHT ABOUT 600 FT TO HIGHEST POINT WHERE STATION IS LOCATED
 PE1749'
 PE1749'STATION MARK-  A STANDARD DISK IN GRANITE BOULDER WHICH WAS
 PE1749'PARTLY BURIED UNDER SIGNAL TOWER, TABLET STAMPED---Y 1928---.
 PE1749'
 PE1749'GEOGRAPHIC AZIMUTH TO REFERENCE MARK NO 1-  A COPPER NAIL AND WASHER
 PE1749'IN TRIANGULAR BLAZE ON 8-IN. BEECH TREE 13 FT DISTANT- N 44 DEG E.
 PE1749'
 PE1749'GEOGRAPHIC AZIMUTH TO REFERENCE MARK NO. 2-  A COPPER NAIL AND
 PE1749'WASHER IN TRIANGULAR BLAZE ON 10-IN. BEECH TREE 19.7 FT DISTANT-
 PE1749'S 54 DEG 30 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1550 ***********************************************************************
 OC1550  DESIGNATION -  CROTCH I W NECK S END HSE CHIM
 OC1550  PID         -  OC1550
 OC1550  STATE/COUNTY-  ME/CUMBERLAND
 OC1550  USGS QUAD   -  SOUTH HARPSWELL (1975)
 OC1550
 OC1550                         *CURRENT SURVEY CONTROL
 OC1550  ___________________________________________________________________
 OC1550* NAD 83(1996)-  43 41 16.54111(N)    070 06 51.43249(W)     ADJUSTED  
 OC1550* NAVD 88     -                                                        
 OC1550  ___________________________________________________________________
 OC1550  LAPLACE CORR-           3.36  (seconds)                    DEFLEC99
 OC1550  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 OC1550
 OC1550  HORZ ORDER  -  THIRD
 OC1550
 OC1550.The horizontal coordinates were established by classical geodetic methods
 OC1550.and adjusted by the National Geodetic Survey in March 1998..
 OC1550
 OC1550
 OC1550.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1550
 OC1550.The geoid height was determined by GEOID03.
 OC1550
 OC1550;                    North         East     Units Scale Factor Converg.
 OC1550;SPC ME W     -    94,941.780   904,223.007   MT  0.99996689   +0 02 10.2
 OC1550;UTM  19      - 4,837,815.873   410,195.851   MT  0.99969920   -0 46 11.0
 OC1550
 OC1550                          SUPERSEDED SURVEY CONTROL
 OC1550
 OC1550  NAD 83(1992)-  43 41 16.53913(N)    070 06 51.43304(W) AD(       ) 4
 OC1550  NAD 83(1986)-  43 41 16.54527(N)    070 06 51.43824(W) AD(       ) 4
 OC1550  NAD 27      -  43 41 16.24700(N)    070 06 53.26800(W) AD(       ) 3
 OC1550
 OC1550.Superseded values are not recommended for survey control.
 OC1550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1550.See file dsdata.txt to determine how the superseded data were derived.
 OC1550
 OC1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ1019637816(NAD 83)
 OC1550
 OC1550  HISTORY     - Date     Condition        Report By
 OC1550  HISTORY     - 1933     MONUMENTED       CGS
 OC1550
 OC1550                          STATION DESCRIPTION
 OC1550
 OC1550'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1550'THIS HOUSE IS ON THE W SIDE OF THE S END OF CROTCH OR CLIFF
 OC1550'ISLAND.  IT IS THE MOST SOUTHERLY HOUSE ON THE POINT AND THE
 OC1550'INTERSECTION STATION IS THE W CHIMNEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1540 ***********************************************************************
 OC1540  DESIGNATION -  CROTCH IS NORTHEAST PT
 OC1540  PID         -  OC1540
 OC1540  STATE/COUNTY-  ME/CUMBERLAND
 OC1540  USGS QUAD   -  SOUTH HARPSWELL (1975)
 OC1540
 OC1540                         *CURRENT SURVEY CONTROL
 OC1540  ___________________________________________________________________
 OC1540* NAD 83(1996)-  43 42 24.88763(N)    070 05 46.81872(W)     ADJUSTED  
 OC1540* NAVD 88     -                                                        
 OC1540  ___________________________________________________________________
 OC1540  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 OC1540  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 OC1540
 OC1540  HORZ ORDER  -  THIRD
 OC1540
 OC1540.The horizontal coordinates were established by classical geodetic methods
 OC1540.and adjusted by the National Geodetic Survey in March 1998..
 OC1540
 OC1540
 OC1540.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1540
 OC1540.The geoid height was determined by GEOID03.
 OC1540
 OC1540;                    North         East     Units Scale Factor Converg.
 OC1540;SPC ME W     -    97,052.150   905,668.256   MT  0.99996706   +0 02 54.9
 OC1540;UTM  19      - 4,839,905.140   411,670.248   MT  0.99969597   -0 45 27.3
 OC1540
 OC1540                          SUPERSEDED SURVEY CONTROL
 OC1540
 OC1540  NAD 83(1992)-  43 42 24.88570(N)    070 05 46.81908(W) AD(       ) 4
 OC1540  NAD 83(1986)-  43 42 24.89167(N)    070 05 46.82452(W) AD(       ) 4
 OC1540  NAD 27      -  43 42 24.59000(N)    070 05 48.64000(W) AD(       ) 3
 OC1540
 OC1540.Superseded values are not recommended for survey control.
 OC1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1540.See file dsdata.txt to determine how the superseded data were derived.
 OC1540
 OC1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ1167039905(NAD 83)
 OC1540
 OC1540  HISTORY     - Date     Condition        Report By
 OC1540  HISTORY     - UNK      MONUMENTED
 OC1540  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1540
 OC1540                          STATION DESCRIPTION
 OC1540
 OC1540'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1540'STATION LOST.  NO SIGN OF MARKING FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2553 ***********************************************************************
 PE2553  DESIGNATION -  CROTCH ISLAND LT 19
 PE2553  PID         -  PE2553
 PE2553  STATE/COUNTY-  ME/HANCOCK
 PE2553  USGS QUAD   -  DEER ISLE (1983)
 PE2553
 PE2553                         *CURRENT SURVEY CONTROL
 PE2553  ___________________________________________________________________
 PE2553* NAD 83(1996)-  44 08 46.14761(N)    068 40 39.05197(W)     ADJUSTED  
 PE2553* NAVD 88     -                                                        
 PE2553  ___________________________________________________________________
 PE2553  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 PE2553  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 PE2553
 PE2553  HORZ ORDER  -  THIRD
 PE2553
 PE2553.The horizontal coordinates were established by classical geodetic methods
 PE2553.and adjusted by the National Geodetic Survey in March 1998..
 PE2553
 PE2553
 PE2553.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2553
 PE2553.The geoid height was determined by GEOID03.
 PE2553
 PE2553;                    North         East     Units Scale Factor Converg.
 PE2553;SPC ME E     -    53,285.822   285,798.659   MT  0.99990248   -0 07 25.1
 PE2553;UTM  19      - 4,888,156.396   525,791.445   MT  0.99960818   +0 13 28.6
 PE2553
 PE2553                          SUPERSEDED SURVEY CONTROL
 PE2553
 PE2553  NAD 83(1992)-  44 08 46.15459(N)    068 40 39.03270(W) AD(       ) 4
 PE2553  NAD 83(1986)-  44 08 46.15783(N)    068 40 39.02368(W) AD(       ) 4
 PE2553
 PE2553.Superseded values are not recommended for survey control.
 PE2553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2553.See file dsdata.txt to determine how the superseded data were derived.
 PE2553
 PE2553_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ2579188156(NAD 83)
 PE2553_MARKER: 14 = NAVIGATION LIGHT
 PE2553_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2553
 PE2553  HISTORY     - Date     Condition        Report By
 PE2553  HISTORY     - 1983     FIRST OBSERVED   NOS
 PE2553
 PE2553                          STATION DESCRIPTION
 PE2553
 PE2553'DESCRIBED BY NATIONAL OCEAN SERVICE 1983 (CSM)
 PE2553'THE STATION IS LOCATED ON CROTCH ISLAND LEDGE IN THE DEER
 PE2553'ISLAND THOROFARE JUST SOUTH OF STONINGTON, MAINE.
 PE2553'
 PE2553'THE STATION WAS REACHED BY BOAT.
 PE2553'
 PE2553'THE STATION IS A NAVIGATION LIGHT ON A SMALL WHITE HOUSE
 PE2553'WITH A GRANITE BASE.  THE LIGHT IS GREEN AND FLASHES AT
 PE2553'FOUR SECOND INTERVALS.  THE STATION ALSO HAS A SQUARE
 PE2553'SHAPED GREEN DAYMARK WITH A GREEN REFLECTIVE BORDER.  THE
 PE2553'STATION IS 9 METERS ABOVE THE WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1541 ***********************************************************************
 OC1541  DESIGNATION -  CROTCH ISLAND NORTH END CHIM
 OC1541  PID         -  OC1541
 OC1541  STATE/COUNTY-  ME/CUMBERLAND
 OC1541  USGS QUAD   -  SOUTH HARPSWELL (1975)
 OC1541
 OC1541                         *CURRENT SURVEY CONTROL
 OC1541  ___________________________________________________________________
 OC1541* NAD 83(1996)-  43 42 27.92683(N)    070 05 41.07263(W)     ADJUSTED  
 OC1541* NAVD 88     -                                                        
 OC1541  ___________________________________________________________________
 OC1541  LAPLACE CORR-           3.12  (seconds)                    DEFLEC99
 OC1541  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 OC1541
 OC1541  HORZ ORDER  -  THIRD
 OC1541
 OC1541.The horizontal coordinates were established by classical geodetic methods
 OC1541.and adjusted by the National Geodetic Survey in March 1998..
 OC1541
 OC1541
 OC1541.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1541
 OC1541.The geoid height was determined by GEOID03.
 OC1541
 OC1541;                    North         East     Units Scale Factor Converg.
 OC1541;SPC ME W     -    97,146.056   905,796.819   MT  0.99996708   +0 02 58.9
 OC1541;UTM  19      - 4,839,997.203   411,800.085   MT  0.99969568   -0 45 23.4
 OC1541
 OC1541                          SUPERSEDED SURVEY CONTROL
 OC1541
 OC1541  NAD 83(1992)-  43 42 27.92490(N)    070 05 41.07303(W) AD(       ) 4
 OC1541  NAD 83(1986)-  43 42 27.93088(N)    070 05 41.07828(W) AD(       ) 4
 OC1541  NAD 27      -  43 42 27.62800(N)    070 05 42.90400(W) AD(       ) 3
 OC1541
 OC1541.Superseded values are not recommended for survey control.
 OC1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1541.See file dsdata.txt to determine how the superseded data were derived.
 OC1541
 OC1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ1180039997(NAD 83)
 OC1541
 OC1541  HISTORY     - Date     Condition        Report By
 OC1541  HISTORY     - 1933     MONUMENTED       CGS
 OC1541  HISTORY     - 1941     SEE DESCRIPTION  CGS
 OC1541
 OC1541                          STATION DESCRIPTION
 OC1541
 OC1541'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1541'STATION IS ON THE EXTREME N END OF THE WESTERN DIVISION OF
 OC1541'CROTCH ISLAND, WHICH IS E OF LUCKSE SOUND AND ACROSS THE SOUND
 OC1541'FROM THE N END OF HOPE ISLAND AND THE S END OF GREAT CHEBEAG
 OC1541'ISLAND.  THE CHIMNEY IS ABOUT 30 FEET HIGH BUILT OF ROUGH
 OC1541'STONE.  THE HOUSE WAS BURNED IN 1932.
 OC1541'
 OC1541'THIS IS AN INTERSECTION STATION.
 OC1541
 OC1541                          STATION RECOVERY (1941)
 OC1541
 OC1541'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FLP)
 OC1541'RECOVERED AS DESCRIBED IN 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2051 ***********************************************************************
 PE2051  DESIGNATION -  CROTCH ISLAND STACK
 PE2051  PID         -  PE2051
 PE2051  STATE/COUNTY-  ME/HANCOCK
 PE2051  USGS QUAD   -  DEER ISLE (1983)
 PE2051
 PE2051                         *CURRENT SURVEY CONTROL
 PE2051  ___________________________________________________________________
 PE2051* NAD 83(1996)-  44 08 45.37573(N)    068 40 30.06809(W)     ADJUSTED  
 PE2051* NAVD 88     -                                                        
 PE2051  ___________________________________________________________________
 PE2051  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 PE2051  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 PE2051
 PE2051  HORZ ORDER  -  THIRD
 PE2051
 PE2051.The horizontal coordinates were established by classical geodetic methods
 PE2051.and adjusted by the National Geodetic Survey in March 1998..
 PE2051
 PE2051
 PE2051.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2051
 PE2051.The geoid height was determined by GEOID03.
 PE2051
 PE2051;                    North         East     Units Scale Factor Converg.
 PE2051;SPC ME E     -    53,261.572   285,998.253   MT  0.99990241   -0 07 18.8
 PE2051;UTM  19      - 4,888,133.367   525,991.124   MT  0.99960831   +0 13 34.8
 PE2051
 PE2051                          SUPERSEDED SURVEY CONTROL
 PE2051
 PE2051  NAD 83(1992)-  44 08 45.38333(N)    068 40 30.04949(W) AD(       ) 4
 PE2051  NAD 83(1986)-  44 08 45.38674(N)    068 40 30.03957(W) AD(       ) 4
 PE2051  NAD 27      -  44 08 45.12700(N)    068 40 32.02300(W) AD(       ) 3
 PE2051
 PE2051.Superseded values are not recommended for survey control.
 PE2051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2051.See file dsdata.txt to determine how the superseded data were derived.
 PE2051
 PE2051_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ2599188133(NAD 83)
 PE2051
 PE2051  HISTORY     - Date     Condition        Report By
 PE2051  HISTORY     - UNK      MONUMENTED
 PE2051  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2051  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2051  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 PE2051
 PE2051                          STATION DESCRIPTION
 PE2051
 PE2051'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2051'THIS STACK IS A TALL BLACK-APPEARING SMOKE STACK ON THE GRANITE
 PE2051'BLOCK PLANT ON THE N END OF CROTCH ISLAND, ABOUT 1/2 MILE S OF
 PE2051'STONINGTON.
 PE2051
 PE2051                          STATION RECOVERY (1943)
 PE2051
 PE2051'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2051'STATION WAS RECOVERED AS DESCRIBED IN 1910.
 PE2051
 PE2051                          STATION RECOVERY (1983)
 PE2051
 PE2051'RECOVERY NOTE BY US POWER SQUADRON 1983 (ELG)
 PE2051'STATION DESTROYED.
 PE2051'
 PE2051'THE GRANITE QUARRY OPERATIONS ON THE NORTH END OF CROTCH ISLAND HAVE
 PE2051'BEEN DISCONTINUED AND THE STACK AT THE PLANT TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0332 ***********************************************************************
 OB0332  DESIGNATION -  CROW
 OB0332  PID         -  OB0332
 OB0332  STATE/COUNTY-  ME/KNOX
 OB0332  USGS QUAD   -  FRIENDSHIP (1973)
 OB0332
 OB0332                         *CURRENT SURVEY CONTROL
 OB0332  ___________________________________________________________________
 OB0332* NAD 83(1996)-  43 55 33.79834(N)    069 22 26.19518(W)     ADJUSTED  
 OB0332* NAVD 88     -                                                        
 OB0332  ___________________________________________________________________
 OB0332  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 OB0332  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 OB0332
 OB0332  HORZ ORDER  -  THIRD
 OB0332
 OB0332.The horizontal coordinates were established by classical geodetic methods
 OB0332.and adjusted by the National Geodetic Survey in March 1998..
 OB0332
 OB0332
 OB0332.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0332
 OB0332.The geoid height was determined by GEOID03.
 OB0332
 OB0332;                    North         East     Units Scale Factor Converg.
 OB0332;SPC ME E     -    29,188.617   229,824.264   MT  0.99996055   -0 36 22.7
 OB0332;SPC ME W     -   121,703.005   963,658.210   MT  1.00001649   +0 32 59.8
 OB0332;UTM  19      - 4,863,727.952   469,982.226   MT  0.99961108   -0 15 33.9
 OB0332
 OB0332                          SUPERSEDED SURVEY CONTROL
 OB0332
 OB0332  NAD 83(1992)-  43 55 33.80021(N)    069 22 26.18129(W) AD(       ) 4
 OB0332  NAD 83(1986)-  43 55 33.80495(N)    069 22 26.18775(W) AD(       ) 4
 OB0332  NAD 27      -  43 55 33.50000(N)    069 22 27.99000(W) AD(       ) 3
 OB0332
 OB0332.Superseded values are not recommended for survey control.
 OB0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0332.See file dsdata.txt to determine how the superseded data were derived.
 OB0332
 OB0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ6998263728(NAD 83)
 OB0332
 OB0332  HISTORY     - Date     Condition        Report By
 OB0332  HISTORY     - UNK      MONUMENTED
 OB0332  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OB0332
 OB0332                          STATION DESCRIPTION
 OB0332
 OB0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FLP)
 OB0332'A SEARCH WAS MADE ON A LEDGE COVERED WITH EARTH AND MOSS BUT NO
 OB0332'MARK WAS FOUND.  HOWEVER, PLANE-TABLE AND AIR COMPILATION METHODS
 OB0332'MIGHT REVEAL THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1046 ***********************************************************************
 PD1046  DESIGNATION -  CRUMPLE RESET
 PD1046  PID         -  PD1046
 PD1046  STATE/COUNTY-  ME/WASHINGTON
 PD1046  USGS QUAD   -  GREAT WASS ISLAND (1975)
 PD1046
 PD1046                         *CURRENT SURVEY CONTROL
 PD1046  ___________________________________________________________________
 PD1046* NAD 83(1996)-  44 26 33.98136(N)    067 35 54.88167(W)     ADJUSTED  
 PD1046* NAVD 88     -        20.     (meters)      66.     (feet)  SCALED    
 PD1046  ___________________________________________________________________
 PD1046  LAPLACE CORR-           3.82  (seconds)                    DEFLEC99
 PD1046  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 PD1046
 PD1046  HORZ ORDER  -  THIRD
 PD1046
 PD1046.The horizontal coordinates were established by classical geodetic methods
 PD1046.and adjusted by the National Geodetic Survey in March 1998..
 PD1046
 PD1046.The orthometric height was scaled from a topographic map.
 PD1046
 PD1046.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1046
 PD1046.The geoid height was determined by GEOID03.
 PD1046
 PD1046;                    North         East     Units Scale Factor Converg.
 PD1046;SPC ME E     -    86,622.308   371,752.653   MT  0.99996329   +0 37 52.3
 PD1046;UTM  19      - 4,922,007.588   611,519.033   MT  0.99975294   +0 58 52.9
 PD1046
 PD1046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD1046!SPC ME E     -   1.00000051  x   0.99996329  =   0.99996380
 PD1046!UTM  19      -   1.00000051  x   0.99975294  =   0.99975345
 PD1046
 PD1046|---------------------------------------------------------------------|
 PD1046| PID    Reference Object                     Distance      Geod. Az  |
 PD1046|                                                           dddmmss.s |
 PD1046| CE7877 CRUMPLE RM 2                          4.515 METERS 25110     |
 PD1046| CE8037 CRURMPLE RM IRON ROD                               27213     |
 PD1046| PD1054 FLAT RESET                          APPROX. 8.9 KM 2824110.0 |
 PD1046| CE7876 CRUMPLE RM 1                          4.125 METERS 35625     |
 PD1046|---------------------------------------------------------------------|
 PD1046
 PD1046                          SUPERSEDED SURVEY CONTROL
 PD1046
 PD1046  NAD 83(1992)-  44 26 33.97670(N)    067 35 54.88147(W) AD(       ) 3
 PD1046  NAD 83(1986)-  44 26 33.97238(N)    067 35 54.88494(W) AD(       ) 3
 PD1046  NAD 27      -  44 26 33.67900(N)    067 35 56.91600(W) AD(       ) 3
 PD1046
 PD1046.Superseded values are not recommended for survey control.
 PD1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1046.See file dsdata.txt to determine how the superseded data were derived.
 PD1046
 PD1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK1151922008(NAD 83)
 PD1046
 PD1046  HISTORY     - Date     Condition        Report By
 PD1046  HISTORY     - 1934     MONUMENTED       CGS
 PD1046  HISTORY     - 1913     SEE DESCRIPTION  CGS
 PD1046  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PD1046  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD1046  HISTORY     - 1960     SEE DESCRIPTION  CGS
 PD1046
 PD1046                          STATION DESCRIPTION
 PD1046
 PD1046'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 PD1046'STATION IS ON A BARE, ROCKY HILL ON CRUMPLE ISLAND, WHICH LIES
 PD1046'ABOUT 1/2 MILE SW OF THE SW EXTREMITY OF GREAT WASS ISLAND, KNOWN
 PD1046'AS POND POINT.  THE STATION IS A FEW FEET N OF THE HIGHEST POINT
 PD1046'AND IS ABOUT 10 METERS SE OF A SMALL HOUSE FORMERLY USED BY THE
 PD1046'LIFE SAVING SERVICE AND ABOUT 20 METERS N OF THEIR OLD FLAGSTAFF.
 PD1046'IT IS MARKED BY A DRILL HOLE SURROUNDED BY A TRIANGLE CUT IN THE
 PD1046'ROCK.  THE REFERENCE MARK IS AN IRON BOLT SET IN A HOLE
 PD1046'DRILLED IN THE ROCK 5.28 METERS W OF THE STATION.
 PD1046
 PD1046                          STATION RECOVERY (1934)
 PD1046
 PD1046'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PD1046'STATION RECOVERED AS DESCRIBED.  THE STATION WAS RE-MARKED AND TWO
 PD1046'REFERENCE MARKS WERE SET IN LEDGE.
 PD1046'
 PD1046'MARKS ARE STANDARD DISKS WEDGED IN DRILL HOLES IN OUTCROPPING
 PD1046'BEDROCK.
 PD1046'
 PD1046'REFERENCE MARK NO. 1 IS NE FROM STATION AT ABOUT 6 METERS, AND
 PD1046'REFERENCE MARK NO. 2 IS NW FROM STATION AT ABOUT 5 METERS.
 PD1046'
 PD1046'AFTER THE STATION WAS RECOVERED AND MARKED A SERIES OF STORMS
 PD1046'PREVENTED THE STATION FROM BEING OBSERVED AT A LATER DATE.  ROUGH
 PD1046'SEAS PREVENTED THE LANDING OF THE PULLING BOAT.  THE STATION WILL
 PD1046'BE OCCUPIED AT THE NEXT FIELD SEASON.
 PD1046
 PD1046                          STATION RECOVERY (1946)
 PD1046
 PD1046'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD1046'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 PD1046'
 PD1046'REFERENCE MARK DISTANCES WERE MEASURED AND ARE AS FOLLOWS--
 PD1046'
 PD1046'IRON BOLT IN DRILL HOLE, ORIGINAL REFERENCE MARK, 5.310 METERS,
 PD1046'17.420 FEET.
 PD1046'
 PD1046'REFERENCE MARK 1, 4.125 METERS, 13.530 FEET.
 PD1046'
 PD1046'REFERENCE MARK 2, 4.515 METERS, 14.810 FEET.
 PD1046'
 PD1046'DIRECTIONS TO THE REFERENCE MARKS WERE TAKEN WITH A 7-INCH TRANSIT.
 PD1046'
 PD1046'THE DESCRIPTION IS ADEQUATE WITH THE EXCEPTION OF THE WORDS AND IS
 PD1046'ABOUT 10 METERS SE OF A SMALL HOUSE FORMERLY USED BY THE LIFE SAVING
 PD1046'SERVICE AND ABOUT 20 METERS N OF THEIR OLD FLAGSTAFF.  THIS SHOULD
 PD1046'BE DELETED AS THEY ARE NO LONGER IN EXISTENCE.
 PD1046
 PD1046                          STATION RECOVERY (1960)
 PD1046
 PD1046'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (DGR)
 PD1046'DESCRIPTION ADEQUATE.  STATION RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0165 ***********************************************************************
 QG0165  DESIGNATION -  CRYSTAL
 QG0165  PID         -  QG0165
 QG0165  STATE/COUNTY-  ME/AROOSTOOK
 QG0165  USGS QUAD   -  CRYSTAL (1989)
 QG0165
 QG0165                         *CURRENT SURVEY CONTROL
 QG0165  ___________________________________________________________________
 QG0165* NAD 83(1996)-  45 56 58.56333(N)    068 20 53.18644(W)     ADJUSTED  
 QG0165* NAVD 88     -       167.712  (meters)     550.24   (feet)  ADJUSTED  
 QG0165  ___________________________________________________________________
 QG0165  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 QG0165  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 QG0165  DYNAMIC HT  -         167.718 (meters)     550.25  (feet)  COMP
 QG0165  MODELED GRAV-     980,645.2   (mgal)                       NAVD 88
 QG0165
 QG0165  HORZ ORDER  -  SECOND
 QG0165  VERT ORDER  -  SECOND    CLASS 0
 QG0165
 QG0165.The horizontal coordinates were established by classical geodetic methods
 QG0165.and adjusted by the National Geodetic Survey in March 1998..
 QG0165
 QG0165.The orthometric height was determined by differential leveling
 QG0165.and adjusted by the National Geodetic Survey in June 1991..
 QG0165
 QG0165.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG0165
 QG0165.The geoid height was determined by GEOID03.
 QG0165
 QG0165.The dynamic height is computed by dividing the NAVD 88
 QG0165.geopotential number by the normal gravity value computed on the
 QG0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0165.degrees latitude (g = 980.6199 gals.).
 QG0165
 QG0165.The modeled gravity was interpolated from observed gravity values.
 QG0165
 QG0165;                    North         East     Units Scale Factor Converg.
 QG0165;SPC ME E     -   253,683.836   311,775.606   MT  0.99990170   +0 06 33.0
 QG0165;UTM  19      - 5,088,654.415   550,523.333   MT  0.99963138   +0 28 06.8
 QG0165
 QG0165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG0165!SPC ME E     -   0.99997747  x   0.99990170  =   0.99987917
 QG0165!UTM  19      -   0.99997747  x   0.99963138  =   0.99960886
 QG0165
 QG0165:                Primary Azimuth Mark                     Grid Az
 QG0165:SPC ME E     -  COLD                                     076 53 39.5
 QG0165:UTM  19      -  COLD                                     076 32 05.7
 QG0165
 QG0165|---------------------------------------------------------------------|
 QG0165| PID    Reference Object                     Distance      Geod. Az  |
 QG0165|                                                           dddmmss.s |
 QG0165| QG0170 COLD                                APPROX. 3.3 KM 0770012.5 |
 QG0165| QG0163 CRYSTAL AZ MK                                      1064855.4 |
 QG0165| QG0164 CRYSTAL RM 1                         22.466 METERS 17800     |
 QG0165| QG0166 CRYSTAL RM 2                         33.500 METERS 23516     |
 QG0165|---------------------------------------------------------------------|
 QG0165
 QG0165                          SUPERSEDED SURVEY CONTROL
 QG0165
 QG0165  NAD 83(1992)-  45 56 58.56086(N)    068 20 53.18258(W) AD(       ) 2
 QG0165  NAD 83(1986)-  45 56 58.56569(N)    068 20 53.19667(W) AD(       ) 2
 QG0165  NAD 27      -  45 56 58.37900(N)    068 20 55.09970(W) AD(       ) 2
 QG0165  NGVD 29 (??/??/92)  167.883  (m)          550.80   (f) ADJ UNCH    2 0
 QG0165
 QG0165.Superseded values are not recommended for survey control.
 QG0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0165.See file dsdata.txt to determine how the superseded data were derived.
 QG0165
 QG0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL5052388654(NAD 83)
 QG0165_MARKER: DS = TRIANGULATION STATION DISK
 QG0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0165_STAMPING: CRYSTAL 1959
 QG0165_MARK LOGO: CGS   
 QG0165_MAGNETIC: N = NO MAGNETIC MATERIAL
 QG0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0165+STABILITY: SURFACE MOTION
 QG0165
 QG0165  HISTORY     - Date     Condition        Report By
 QG0165  HISTORY     - 1959     MONUMENTED       CGS
 QG0165  HISTORY     - 1959     GOOD             CGS
 QG0165  HISTORY     - 1981     GOOD             MEDT
 QG0165  HISTORY     - 1982     GOOD             NGS
 QG0165  HISTORY     - 19820914 GOOD             NGS
 QG0165
 QG0165                          STATION DESCRIPTION
 QG0165
 QG0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (HRL)
 QG0165'STATION IS LOCATED ON TOP OF A SMALL CUT EMBANKMENT ABOUT 6
 QG0165'MILES SOUTHWEST OF ISLAND FALLS, ABOUT 6 MILES SOUTHEAST OF PATTEN
 QG0165'AND 1 MILE SOUTHEAST OF CRYSTAL CROSSING AT BANGOR-AROOSTOOK
 QG0165'RAILROAD.  STATION, A STANDARD DISK SET IN A 12 X 12 INCH CONCRETE
 QG0165'MONUMENT AND STAMPED CRYSTAL 1959 IS 48 FEET SOUTHEAST OF
 QG0165'APPROXIMATE CENTERLINE OF ROAD, 17 FEET SOUTHWEST OF EVERGREEN
 QG0165'TREE AND 11.8 EAST OF WITNESS POST.  THE MARK PROJECTS 2 INCHES.
 QG0165'
 QG0165'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 2 AND STATE
 QG0165'HIGHWAY NO. 159 IN ISLAND FALLS, GO SOUTH THENCE SOUTHWESTERLY
 QG0165'ON U.S. HIGHWAY NO. 2 FOR 5.85 MILES TO SHERMAN-CRYSTAL TOWN
 QG0165'LINE.  CONTINUE SOUTHWESTERLY ON U.S. HIGHWAY NO. 2 FOR 0.65
 QG0165'MILE TO SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTHWESTERLY ON
 QG0165'DIRT ROAD FOR 1.2 MILES TO AZIMUTH MARK ON LEFT AS
 QG0165'DESCRIBED.  CONTINUE NORTHWESTERLY FOR 0.2 MILE TO SMALL CUT
 QG0165'EMBANKMENT ON RIGHT AND STATION ON RIGHT AS DESCRIBED.
 QG0165'
 QG0165'REFERENCE MARK NO. 1, A STANDARD DISK SET IN A 12 X 12 INCH
 QG0165'CONCRETE MONUMENT IS 24 FEET NORTHWEST OF APPROXIMATE CENTERLINE
 QG0165'OF ROAD.  THE MARK PROJECTS 3 INCHES.
 QG0165'
 QG0165'REFERENCE MARK NO. 2, A STANDARD DISK SET IN A 12 X 12 INCH
 QG0165'CONCRETE MONUMENT AND STAMPED CRYSTAL NO 2 1959 IS 15 FEET EAST
 QG0165'OF APPROXIMATE CENTERLINE OF WOODS ROAD AND 37 FEET SOUTH OF
 QG0165'APPROXIMATE CENTERLINE OF ROAD.  THE MARK PROJECTS 3 INCHES.
 QG0165'
 QG0165'AZIMUTH MARK, A STANDARD DISK SET IN A 12 X 12 INCH CONCRETE
 QG0165'MONUMENT AND STAMPED CRYSTAL 1959 IS 1.5 FEET NORTHWEST OF
 QG0165'WITNESS MARKER, 18 FEET SOUTH OF APPROXIMATE CENTERLINE OF ROAD
 QG0165'AND 8 FEET SOUTHEAST OF SOUTH EDGE OF A BOULDER.  THE MARK
 QG0165'PROJECTS 2 INCHES.
 QG0165
 QG0165                          STATION RECOVERY (1959)
 QG0165
 QG0165'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 QG0165'6.8 MI NE FROM SHERMAN MILLS.
 QG0165'4.75 MILES NORTHEAST ALONG AN ASPHALT ROAD FROM THE POST OFFICE
 QG0165'AT SHERMAN MILLS, THENCE 0.6 MILE NORTHEAST ALONG U.S. HIGHWAY
 QG0165'NO. 2, THENCE 1.4 MILES NORTHWEST ALONG A GRAVEL ROAD, ABOUT 1.0
 QG0165'MILE SOUTHEAST OF THE CROSSING OF THE BANGOR AND ARROOSTOOK
 QG0165'RAILROAD AT CRYSTAL, ON THE TOP OF A CUT EMBANKMENT, 48 FEET
 QG0165'NORTHEAST OF THE CENTER LINE OF THE ROAD, 17 FEET SOUTHWEST OF A
 QG0165'PINE TREE, 11 1/2 FEET EAST OF A METAL WITNESS POST, ABOUT 8
 QG0165'FEET ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A
 QG0165'CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND.
 QG0165
 QG0165                          STATION RECOVERY (1981)
 QG0165
 QG0165'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1981 (BJR)
 QG0165'CRYSTAL - 1959 RECOVERED GOOD.
 QG0165'
 QG0165'CRYSTAL NO. 1 - 1959 RECOVERED GOOD.
 QG0165'
 QG0165'CRYSTAL NO. 2 - 1959 SEARCHED FOR, NOT FOUND.
 QG0165'
 QG0165'AZ - CRYSTAL - 1959 SEARCHED FOR, NOT FOUND.
 QG0165'
 QG0165'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6 MI. SOUTHEAST
 QG0165'OF PATTEN.
 QG0165
 QG0165                          STATION RECOVERY (1982)
 QG0165
 QG0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QG0165'RECOVERED IN GOOD CONDITION.
 QG0165
 QG0165                          STATION RECOVERY (1982)
 QG0165
 QG0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 QG0165'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 QG0165'CONDITION.  REFERENCE MARK 2 WAS PROBABLY DESTROYED AS THE AREA WHERE
 QG0165'THE MARK WAS HAS BEEN GRADED DOWN.  THE AZIMUTH MARK WAS SEARCHED FOR
 QG0165'BUT NOT RECOVERED.  THE ROAD HAS BEEN CHANGED IN THE AREA OF THE MARK
 QG0165'AND IT WAS PROBABLY COVERED UP OR DESTROYED.  THERE WAS NO SUITABLE
 QG0165'LOCATION TO SET A NEW AZIMUTH MARK.  THE DISTANCE TO REFERENCE MARK 1
 QG0165'COULD NOT BE CHECKED AS THE MARK WAS MEASURED SLOPE IN 1959. REFERENCE
 QG0165'MARK 3 WAS ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 QG0165' 
 QG0165'THE STATION IS LOCATED ABOUT 9.7 KM (6.00 MI) SOUTHWEST OF ISLAND
 QG0165'FALLS, 9.7 KM (6.00 MI) SOUTHEAST OF PATTON AND 1.6 KM (1.00 MI)
 QG0165'SOUTHEAST OF THE CRYSTAL CROSSING OF THE BANGOR-AROOSTOCK RAILROAD.
 QG0165'IT IS ON A CUT-BANK ALONG A GRAVELED 0.8 KM (0.50 MI) WEST OF
 QG0165'INTERSTATE HIGHWAY 95.  TO REACH THE STATION FROM THE JUNCTION OF US
 QG0165'HIGHWAY 2 AND STATE HIGHWAY 159, IN ISLAND FALLS, GO SOUTH AND
 QG0165'SOUTHWEST ON HIGHWAY 2 FOR 10.5 KM (6.50 MI) TO A SIDE ROAD RIGHT.
 QG0165'TURN RIGHT AND GO NORTHWEST ON A PAVED ROAD FOR 1.4 KM (0.85 MI) TO
 QG0165'THE BRIDGES OVER INTERSTATE HIGHWAY 95.  CONTINUE NORTHWEST ON THE
 QG0165'PAVED ROAD, LATER TURNING TO GRAVEL, FOR 0.7 KM (0.45 MI) TO THE
 QG0165'STATION ON THE RIGHT, ABOUT 7 FT (2.1 M) HIGHER THAN THE LEVEL OF
 QG0165'ROAD.
 QG0165' 
 QG0165'THE STATION IS A STANDARD NGS DISK STAMPED--CRYSTAL 1959--, SET INTO
 QG0165'THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES OR 30 CM ON SIDE
 QG0165'PROJECTING 2 INCHES OR 5 CM ABOVE THE GROUND LOCATED 48.0 FT (14.6 M)
 QG0165'NE FROM THE CENTER OF GRAVEL ROAD, 14.5 FT (4.4 M) ESE FROM A 18-INCH
 QG0165'HEMLOCK TREE, 12.5 FT (3.8 M) E FROM A METAL WITNESS POST, AND 9.5 FT
 QG0165'(2.9 M) S FROM A 10-INCH TRIANGULAR BLAZED TREE. REFERENCE MARK NO 1
 QG0165'IS A STANDARD NGS DISK STAMPED--CRYSTAL NO 1 1959--, SET INTO THE TOP
 QG0165'OF A SQUARE CONCRETE MONUMENT 12 INCHES OR 30 CM ON SIDE PROJECTING 3
 QG0165'INCHES OR 8 CM ABOVE THE GROUND LOCATED 163.0 FT (49.7 M) NW FROM A
 QG0165'POWERLINE POLE NUMBER 26, 133.0 FT (40.5 M) SE FROM POWERLINE POLE
 QG0165'NUMBER 27, 24.0 FT (7.3 M) SW FROM THE CENTER OF GRAVELED ROAD, 10.0
 QG0165'FT (3.0 M) N FROM A 8-INCH TREE WITH A TRIANGULAR BLAZE, AND 7.0 FT
 QG0165'(2.1 M) LOWER THAN THE STATION. REFERENCE MARK NO 3 IS A STANDARD NGS
 QG0165'DISK STAMPED--CRYSTAL 1959 NO 3 1982--, SET INTO THE TOP OF A ROUND
 QG0165'CONCRETE MONUMENT 12 INCHES OR 30 CM IN DIAMETER FLUSH WITH GROUND
 QG0165'LOCATED 70.0 FT (21.3 M) SE FROM THE 18-INCH TREE AT THE STATION MARK,
 QG0165'46.0 FT (14.0 M) NE FROM THE CENTER OF THE GRAVELED ROAD, 16.5 FT (5.0
 QG0165'M) ENE FROM A 12-INCH TRIANGULAR BLAZED TREE, AND 2.0 FT (0.6 M) LOWER
 QG0165'THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0163 ***********************************************************************
 QG0163  DESIGNATION -  CRYSTAL AZ MK
 QG0163  PID         -  QG0163
 QG0163  STATE/COUNTY-  ME/AROOSTOOK
 QG0163  USGS QUAD   -  CRYSTAL (1989)
 QG0163
 QG0163                         *CURRENT SURVEY CONTROL
 QG0163  ___________________________________________________________________
 QG0163* NAD 83(1986)-  45 56 57.     (N)    068 20 36.     (W)     SCALED    
 QG0163* NAVD 88     -       164.786  (meters)     540.64   (feet)  ADJUSTED  
 QG0163  ___________________________________________________________________
 QG0163  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 QG0163  DYNAMIC HT  -         164.792 (meters)     540.66  (feet)  COMP
 QG0163  MODELED GRAV-     980,644.8   (mgal)                       NAVD 88
 QG0163
 QG0163  VERT ORDER  -  SECOND    CLASS 0
 QG0163
 QG0163.The horizontal coordinates were scaled from a topographic map and have
 QG0163.an estimated accuracy of +/- 6 seconds.
 QG0163
 QG0163.The orthometric height was determined by differential leveling
 QG0163.and adjusted by the National Geodetic Survey in June 1991..
 QG0163
 QG0163.The geoid height was determined by GEOID03.
 QG0163
 QG0163.The dynamic height is computed by dividing the NAVD 88
 QG0163.geopotential number by the normal gravity value computed on the
 QG0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0163.degrees latitude (g = 980.6199 gals.).
 QG0163
 QG0163.The modeled gravity was interpolated from observed gravity values.
 QG0163
 QG0163;                    North         East    Units  Estimated Accuracy
 QG0163;SPC ME E     -   253,640.      312,150.      MT  (+/- 180 meters Scaled)
 QG0163
 QG0163                          SUPERSEDED SURVEY CONTROL
 QG0163
 QG0163  NGVD 29 (??/??/92)  164.96   (m)          541.2    (f) COMPUTED    2 0
 QG0163
 QG0163.Superseded values are not recommended for survey control.
 QG0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0163.See file dsdata.txt to determine how the superseded data were derived.
 QG0163
 QG0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL508886(NAD 83)
 QG0163_MARKER: DZ = AZIMUTH MARK DISK
 QG0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0163_STAMPING: CRYSTAL 1959
 QG0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0163+STABILITY: SURFACE MOTION
 QG0163
 QG0163  HISTORY     - Date     Condition        Report By
 QG0163  HISTORY     - 1959     MONUMENTED       CGS
 QG0163  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QG0163
 QG0163                          STATION DESCRIPTION
 QG0163
 QG0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QG0163'6.6 MI NE FROM SHERMAN MILLS.
 QG0163'4.75 MILES NORTHEAST ALONG AN ASPHALT ROAD FROM THE POST OFFICE
 QG0163'AT SHERMAN MILLS, THENCE 0.6 MILE NORTHEAST ALONG U.S. HIGHWAY
 QG0163'2, THENCE 1.2 MILE NORTHWEST ALONG A GRAVEL ROAD, ABOUT 1.2 MILE
 QG0163'SOUTHEAST OF THE CROSSING OF THE BANGOR AND AROOSTOOK RAILROAD
 QG0163'AT CRYSTAL, 18 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 8 FEET
 QG0163'SOUTHEAST OF THE SOUTHEAST SIDE OF A LARGE LONE BOULDER, 1 1/2
 QG0163'FEET NORTHWEST OF A METAL WITNESS POST, SET IN THE TOP OF A
 QG0163'CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND AND ABOUT
 QG0163'LEVEL WITH THE ROAD.
 QG0163
 QG0163                          STATION RECOVERY (1985)
 QG0163
 QG0163'RECOVERY NOTE BY US POWER SQUADRON 1985 (BRP)
 QG0163'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0164 ***********************************************************************
 QG0164  DESIGNATION -  CRYSTAL RM 1
 QG0164  PID         -  QG0164
 QG0164  STATE/COUNTY-  ME/AROOSTOOK
 QG0164  USGS QUAD   -  CRYSTAL (1989)
 QG0164
 QG0164                         *CURRENT SURVEY CONTROL
 QG0164  ___________________________________________________________________
 QG0164* NAD 83(1986)-  45 56 58.     (N)    068 20 53.     (W)     SCALED    
 QG0164* NAVD 88     -       165.468  (meters)     542.87   (feet)  ADJUSTED  
 QG0164  ___________________________________________________________________
 QG0164  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 QG0164  DYNAMIC HT  -         165.473 (meters)     542.89  (feet)  COMP
 QG0164  MODELED GRAV-     980,645.2   (mgal)                       NAVD 88
 QG0164
 QG0164  VERT ORDER  -  SECOND    CLASS 0
 QG0164
 QG0164.The horizontal coordinates were scaled from a topographic map and have
 QG0164.an estimated accuracy of +/- 6 seconds.
 QG0164
 QG0164.The orthometric height was determined by differential leveling
 QG0164.and adjusted by the National Geodetic Survey in June 1991..
 QG0164
 QG0164.The geoid height was determined by GEOID03.
 QG0164
 QG0164.The dynamic height is computed by dividing the NAVD 88
 QG0164.geopotential number by the normal gravity value computed on the
 QG0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0164.degrees latitude (g = 980.6199 gals.).
 QG0164
 QG0164.The modeled gravity was interpolated from observed gravity values.
 QG0164
 QG0164;                    North         East    Units  Estimated Accuracy
 QG0164;SPC ME E     -   253,670.      311,780.      MT  (+/- 180 meters Scaled)
 QG0164
 QG0164                          SUPERSEDED SURVEY CONTROL
 QG0164
 QG0164  NGVD 29 (??/??/92)  165.638  (m)          543.43   (f) ADJ UNCH    2 0
 QG0164
 QG0164.Superseded values are not recommended for survey control.
 QG0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0164.See file dsdata.txt to determine how the superseded data were derived.
 QG0164
 QG0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL505886(NAD 83)
 QG0164_MARKER: DR = REFERENCE MARK DISK
 QG0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0164_STAMPING: CYRSTAL NO 1 1959
 QG0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0164+STABILITY: SURFACE MOTION
 QG0164
 QG0164  HISTORY     - Date     Condition        Report By
 QG0164  HISTORY     - 1959     MONUMENTED       CGS
 QG0164  HISTORY     - 1982     GOOD             NGS
 QG0164
 QG0164                          STATION DESCRIPTION
 QG0164
 QG0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QG0164'6.8 MI NE FROM SHERMAN MILLS.
 QG0164'4.75 MILES NORTHEAST ALONG AN ASPHALT ROAD FROM THE POST OFFICE
 QG0164'AT SHERMAN MILLS, THENCE 0.6 MILE NORTHEAST ALONG U.S. HIGHWAY
 QG0164'NO. 2, THENCE 1.4 MILES NORTHWEST ALONG A GRAVEL ROAD, 73.7 FEET
 QG0164'SOUTH AND ACROSS THE ROAD FROM THE STATION, 24 FEET SOUTHWEST OF
 QG0164'THE CENTER LINE OF THE ROAD, SET IN THE TOP OF A CONCRETE POST
 QG0164'PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND AND ABOUT 3
 QG0164'FEET ABOVE THE LEVEL OF THE ROAD.
 QG0164
 QG0164                          STATION RECOVERY (1982)
 QG0164
 QG0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QG0164'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1637 ***********************************************************************
 OC1637  DESIGNATION -  CS USE 1930
 OC1637  PID         -  OC1637
 OC1637  STATE/COUNTY-  ME/CUMBERLAND
 OC1637  USGS QUAD   -  PORTLAND EAST (1975)
 OC1637
 OC1637                         *CURRENT SURVEY CONTROL
 OC1637  ___________________________________________________________________
 OC1637* NAD 83(1996)-  43 40 12.10364(N)    070 14 33.24971(W)     ADJUSTED  
 OC1637* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 OC1637  ___________________________________________________________________
 OC1637  LAPLACE CORR-           3.64  (seconds)                    DEFLEC99
 OC1637  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 OC1637
 OC1637  HORZ ORDER  -  THIRD
 OC1637
 OC1637.The horizontal coordinates were established by classical geodetic methods
 OC1637.and adjusted by the National Geodetic Survey in March 1998..
 OC1637
 OC1637.The orthometric height was scaled from a topographic map.
 OC1637
 OC1637.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1637
 OC1637.The geoid height was determined by GEOID03.
 OC1637
 OC1637;                    North         East     Units Scale Factor Converg.
 OC1637;SPC ME W     -    92,954.594   893,878.699   MT  0.99996713   -0 03 08.7
 OC1637;UTM  19      - 4,835,974.827   399,827.273   MT  0.99972343   -0 51 29.1
 OC1637
 OC1637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1637!SPC ME W     -   1.00000382  x   0.99996713  =   0.99997095
 OC1637!UTM  19      -   1.00000382  x   0.99972343  =   0.99972725
 OC1637
 OC1637:                Primary Azimuth Mark                     Grid Az
 OC1637:SPC ME W     -  CN USE 1930                              302 24 25.3
 OC1637:UTM  19      -  CN USE 1930                              303 12 45.7
 OC1637
 OC1637|---------------------------------------------------------------------|
 OC1637| PID    Reference Object                     Distance      Geod. Az  |
 OC1637|                                                           dddmmss.s |
 OC1637| OC1654 CN USE 1930                         APPROX. 0.6 KM 3022116.6 |
 OC1637|---------------------------------------------------------------------|
 OC1637
 OC1637                          SUPERSEDED SURVEY CONTROL
 OC1637
 OC1637  NAD 83(1992)-  43 40 12.10214(N)    070 14 33.25069(W) AD(       ) 3
 OC1637  NAD 83(1986)-  43 40 12.10812(N)    070 14 33.25620(W) AD(       ) 3
 OC1637  NAD 27      -  43 40 11.83500(N)    070 14 35.09600(W) AD(       ) 3
 OC1637
 OC1637.Superseded values are not recommended for survey control.
 OC1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1637.See file dsdata.txt to determine how the superseded data were derived.
 OC1637
 OC1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9982735975(NAD 83)
 OC1637
 OC1637  HISTORY     - Date     Condition        Report By
 OC1637  HISTORY     - 1930     MONUMENTED       CGS
 OC1637  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1637  HISTORY     - 1941     SEE DESCRIPTION  CGS
 OC1637
 OC1637                          STATION DESCRIPTION
 OC1637
 OC1637'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1637'A STATION OF THE U.S.E.D. HARBOR SURVEYS.  THE STATION WAS
 OC1637'SEARCHED FOR BUT NOT FOUND.  THE PORTLAND OFFICE OF THE
 OC1637'U.S.E.D. FURNISHED THE FOLLOWING DESCRIPTION--
 OC1637'
 OC1637'DRILL HOLE IN THE LOOSE ROCK RETAINING WALL ALONG THE GRAND
 OC1637'TRUNK TRACKS, EASTERN PROMENADE, PORTLAND.  THE STATION IS NEAR
 OC1637'THE JUNCTION OF THE NW SIDE OF AN OLD EARTH-FILLED DOCK AND THE
 OC1637'RETAINING WALL.  STATION CAN PROBABLY BE FOUND BY RESECTION ON
 OC1637'OTHER U.S.E.D. STATIONS, IF DESIRED.  IT WAS NECESSARY TO COMPUTE
 OC1637'THE POSITION OF THE STATION IN COMPUTING OTHER MARKED STATIONS
 OC1637'OF THE U.S.E.D.
 OC1637
 OC1637                          STATION RECOVERY (1941)
 OC1637
 OC1637'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FLP)
 OC1637'STATION RECOVERED.
 OC1637'
 OC1637'STATION IS NOW MARKED BY A STANDARD U.S.E. DISK SET IN A DRILL
 OC1637'HOLE IN ROCK RETAINING WALL, IN THE CORNER BLOCK AT THE SOUTHERN
 OC1637'END OF THE WALL, 4.5 FEET W OF THE EDGE OF THE WALL, 6 INCHES
 OC1637'N OF THE S EDGE OF THE WALL, 7.5 METERS W OF THE HIGH-WATER LINE,
 OC1637'AND 3.7 METERS E OF THE OUTSIDE RAIL OF RAILROAD TRACKS.  STATION
 OC1637'IS AT THE JUNCTION OF THE ROCK WALL AND AN EARTH-FILLED DOCK JUST N
 OC1637'OF THE PUBLIC BATHING BEACH AT EASTERN PROMENADE, PORTLAND.
 OC1637'
 OC1637'AT THE TIME OF RECOVERY THE MARK WAS COVERED APPROXIMATELY BY
 OC1637'1 FOOT OF CINDERS AND BALLAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0430 ***********************************************************************
 OB0430  DESIGNATION -  CUCKOLDS FOG SIGNAL
 OB0430  PID         -  OB0430
 OB0430  STATE/COUNTY-  ME/LINCOLN
 OB0430  USGS QUAD   -  BOOTHBAY HARBOR (1997)
 OB0430
 OB0430                         *CURRENT SURVEY CONTROL
 OB0430  ___________________________________________________________________
 OB0430* NAD 83(1996)-  43 46 46.77816(N)    069 38 59.85159(W)     ADJUSTED  
 OB0430* NAVD 88     -                                                        
 OB0430  ___________________________________________________________________
 OB0430  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 OB0430  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 OB0430
 OB0430  HORZ ORDER  -  THIRD
 OB0430
 OB0430.The horizontal coordinates were established by classical geodetic methods
 OB0430.and adjusted by the National Geodetic Survey in March 1998..
 OB0430
 OB0430
 OB0430.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0430
 OB0430.The geoid height was determined by GEOID03.
 OB0430
 OB0430;                    North         East     Units Scale Factor Converg.
 OB0430;SPC ME W     -   105,262.006   941,594.875   MT  0.99998794   +0 21 27.0
 OB0430;UTM  19      - 4,847,605.960   447,697.624   MT  0.99963365   -0 26 58.9
 OB0430
 OB0430                          SUPERSEDED SURVEY CONTROL
 OB0430
 OB0430  NAD 83(1992)-  43 46 46.77540(N)    069 38 59.84739(W) AD(       ) 4
 OB0430  NAD 83(1986)-  43 46 46.78095(N)    069 38 59.85327(W) AD(       ) 4
 OB0430  NAD 27      -  43 46 46.47600(N)    069 39 01.69000(W) AD(       ) 3
 OB0430
 OB0430.Superseded values are not recommended for survey control.
 OB0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0430.See file dsdata.txt to determine how the superseded data were derived.
 OB0430
 OB0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ4769847606(NAD 83)
 OB0430
 OB0430  HISTORY     - Date     Condition        Report By
 OB0430  HISTORY     - UNK      MONUMENTED
 OB0430  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0430
 OB0430                          STATION DESCRIPTION
 OB0430
 OB0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (HOF)
 OB0430'NO LANDING WAS MADE ON THE ISLAND.  HOWEVER, BY TELEPHONE THE
 OB0430'OFFICER IN CHARGE STATED THAT THE OLD FOG SIGNAL WAS IN ITS
 OB0430'ORIGINAL POSITION BUT NOT BEING USED AT THE PRESENT TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1806 ***********************************************************************
 OC1806  DESIGNATION -  CULVERT USE 1919
 OC1806  PID         -  OC1806
 OC1806  STATE/COUNTY-  ME/CUMBERLAND
 OC1806  USGS QUAD   -  PORTLAND WEST (1978)
 OC1806
 OC1806                         *CURRENT SURVEY CONTROL
 OC1806  ___________________________________________________________________
 OC1806* NAD 83(1996)-  43 40 15.71796(N)    070 16 38.87077(W)     ADJUSTED  
 OC1806* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 OC1806  ___________________________________________________________________
 OC1806  LAPLACE CORR-           3.59  (seconds)                    DEFLEC99
 OC1806  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 OC1806
 OC1806  HORZ ORDER  -  THIRD
 OC1806
 OC1806.The horizontal coordinates were established by classical geodetic methods
 OC1806.and adjusted by the National Geodetic Survey in March 1998..
 OC1806
 OC1806.The orthometric height was scaled from a topographic map.
 OC1806
 OC1806.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1806
 OC1806.The geoid height was determined by GEOID03.
 OC1806
 OC1806;                    North         East     Units Scale Factor Converg.
 OC1806;SPC ME W     -    93,069.304   891,064.703   MT  0.99996765   -0 04 35.4
 OC1806;UTM  19      - 4,836,129.056   397,015.845   MT  0.99973045   -0 52 55.9
 OC1806
 OC1806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1806!SPC ME W     -   1.00000398  x   0.99996765  =   0.99997163
 OC1806!UTM  19      -   1.00000398  x   0.99973045  =   0.99973443
 OC1806
 OC1806:                Primary Azimuth Mark                     Grid Az
 OC1806:SPC ME W     -  FACTORY USE 1919                         067 29 20.4
 OC1806:UTM  19      -  FACTORY USE 1919                         068 17 40.9
 OC1806
 OC1806|---------------------------------------------------------------------|
 OC1806| PID    Reference Object                     Distance      Geod. Az  |
 OC1806|                                                           dddmmss.s |
 OC1806| OC1821 FACTORY USE 1919                    APPROX. 2.0 KM 0672445.0 |
 OC1806|---------------------------------------------------------------------|
 OC1806
 OC1806                          SUPERSEDED SURVEY CONTROL
 OC1806
 OC1806  NAD 83(1992)-  43 40 15.71657(N)    070 16 38.87203(W) AD(       ) 3
 OC1806  NAD 83(1986)-  43 40 15.72256(N)    070 16 38.87735(W) AD(       ) 3
 OC1806  NAD 27      -  43 40 15.46100(N)    070 16 40.71500(W) AD(       ) 3
 OC1806
 OC1806.Superseded values are not recommended for survey control.
 OC1806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1806.See file dsdata.txt to determine how the superseded data were derived.
 OC1806
 OC1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9701636129(NAD 83)
 OC1806
 OC1806  HISTORY     - Date     Condition        Report By
 OC1806  HISTORY     - 1919     MONUMENTED       CGS
 OC1806  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1806  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OC1806  HISTORY     - 1972     SEE DESCRIPTION  NGS
 OC1806
 OC1806                          STATION DESCRIPTION
 OC1806
 OC1806'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1806'STATION IS A DRILL HOLE ON THE S END OF THE SE HEADWALL OF A
 OC1806'CULVERT WHICH RUNS UNDER BAXTER BOULEVARD AT ITS JUNCTION WITH
 OC1806'WOODFORD STREET.
 OC1806'
 OC1806'ESTABLISHED BY THE U.S.E. IN 1919.
 OC1806
 OC1806                          STATION RECOVERY (1942)
 OC1806
 OC1806'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (HJB)
 OC1806'RECOVERED, IN GOOD CONDITION, AS DESCRIBED IN THE ORIGINAL
 OC1806'DESCRIPTION.
 OC1806'
 OC1806'THE STATION IS NOW MARKED BY A U.S. ENGINEER BRONZE STATION
 OC1806'MARKER.
 OC1806
 OC1806                          STATION RECOVERY (1972)
 OC1806
 OC1806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JWB)
 OC1806'THE STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1968 ***********************************************************************
 OC1968  DESIGNATION -  CUMBERLAND CTR TANK
 OC1968  PID         -  OC1968
 OC1968  STATE/COUNTY-  ME/CUMBERLAND
 OC1968  USGS QUAD   -  CUMBERLAND CENTER (1975)
 OC1968
 OC1968                         *CURRENT SURVEY CONTROL
 OC1968  ___________________________________________________________________
 OC1968* NAD 83(1996)-  43 48 07.44182(N)    070 15 06.90332(W)     ADJUSTED  
 OC1968* NAVD 88     -                                                        
 OC1968  ___________________________________________________________________
 OC1968  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 OC1968  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 OC1968
 OC1968  HORZ ORDER  -  THIRD
 OC1968
 OC1968.The horizontal coordinates were established by classical geodetic methods
 OC1968.and adjusted by the National Geodetic Survey in March 1998..
 OC1968
 OC1968
 OC1968.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1968
 OC1968.The geoid height was determined by GEOID03.
 OC1968
 OC1968;                    North         East     Units Scale Factor Converg.
 OC1968;SPC ME W     -   107,625.238   893,139.886   MT  0.99996725   -0 03 32.4
 OC1968;UTM  19      - 4,850,650.850   399,295.195   MT  0.99972474   -0 51 59.8
 OC1968
 OC1968                          SUPERSEDED SURVEY CONTROL
 OC1968
 OC1968  NAD 83(1992)-  43 48 07.44054(N)    070 15 06.90369(W) AD(       ) 4
 OC1968  NAD 83(1986)-  43 48 07.44645(N)    070 15 06.90907(W) AD(       ) 4
 OC1968  NAD 27      -  43 48 07.16244(N)    070 15 08.72372(W) AD(       ) 3
 OC1968
 OC1968.Superseded values are not recommended for survey control.
 OC1968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1968.See file dsdata.txt to determine how the superseded data were derived.
 OC1968
 OC1968_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9929550651(NAD 83)
 OC1968_MARKER: 53 = ELEVATED TANK
 OC1968
 OC1968  HISTORY     - Date     Condition        Report By
 OC1968  HISTORY     - 1975     FIRST OBSERVED   NGS
 OC1968  HISTORY     - 19920730 GOOD             USPSQD
 OC1968  HISTORY     - 20050228 MARK NOT FOUND   USPSQD
 OC1968
 OC1968                          STATION DESCRIPTION
 OC1968
 OC1968'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 OC1968'THE STATION, CUMBERLAND CENTER TANK, IS THE VENT STACK ATOP THE
 OC1968'140 FOOT, ELEVATED, WATERTANK.  LOCATED IN CUMBERLAND ON THE EAST
 OC1968'SIDE OF ROUTE 9 0.4 MILES NORTH OF THE INTERSECTION OF ROUTE 9
 OC1968'AND BLANCHARD ROAD.
 OC1968
 OC1968                          STATION RECOVERY (1992)
 OC1968
 OC1968'RECOVERY NOTE BY US POWER SQUADRON 1992 (AMW)
 OC1968'RECOVERED IN GOOD CONDITION.
 OC1968
 OC1968                          STATION RECOVERY (2005)
 OC1968
 OC1968'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMW)
 OC1968'THE TANK WAS REPORTED TO NGS, BY THIS OBSERVER, A FEW YEARS BACK AS
 OC1968'DESTROYED ALONG WITH A SUPORTING NEWSPAPER PHOTO OF THE ACTUAL TEARING
 OC1968'DOWN PROCESS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1111 ***********************************************************************
 PF1111  DESIGNATION -  CUMMINGS
 PF1111  PID         -  PF1111
 PF1111  STATE/COUNTY-  ME/OXFORD
 PF1111  USGS QUAD   -  GREENWOOD (1967)
 PF1111
 PF1111                         *CURRENT SURVEY CONTROL
 PF1111  ___________________________________________________________________
 PF1111* NAD 83(1996)-  44 17 29.52831(N)    070 44 29.39204(W)     ADJUSTED  
 PF1111* NAVD 88     -       462.4    (meters)    1517.     (feet)  VERTCON   
 PF1111  ___________________________________________________________________
 PF1111  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 PF1111  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 PF1111
 PF1111  HORZ ORDER  -  FIRST
 PF1111
 PF1111.The horizontal coordinates were established by classical geodetic methods
 PF1111.and adjusted by the National Geodetic Survey in March 1998..
 PF1111
 PF1111.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF1111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF1111
 PF1111.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1111
 PF1111.The geoid height was determined by GEOID03.
 PF1111
 PF1111;                    North         East     Units Scale Factor Converg.
 PF1111;SPC ME W     -   162,166.988   854,122.850   MT  0.99999254   -0 24 05.1
 PF1111;UTM  19      - 4,905,728.606   361,061.893   MT  0.99983741   -1 12 58.7
 PF1111
 PF1111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1111!SPC ME W     -   0.99993171  x   0.99999254  =   0.99992425
 PF1111!UTM  19      -   0.99993171  x   0.99983741  =   0.99976913
 PF1111
 PF1111|---------------------------------------------------------------------|
 PF1111| PID    Reference Object                     Distance      Geod. Az  |
 PF1111|                                                           dddmmss.s |
 PF1111| CE7880 CUMMINGS RM 1                        14.411 METERS 10249     |
 PF1111| CE7881 CUMMINGS RM 2                        19.591 METERS 19237     |
 PF1111| PF1165 ROBINSON                            APPROX.14.1 KM 3314225.5 |
 PF1111|---------------------------------------------------------------------|
 PF1111
 PF1111                          SUPERSEDED SURVEY CONTROL
 PF1111
 PF1111  NAD 83(1992)-  44 17 29.52839(N)    070 44 29.39273(W) AD(       ) 1
 PF1111  NAD 83(1992)-  44 17 29.52839(N)    070 44 29.39273(W) AD(       ) 1
 PF1111  NAD 83(1986)-  44 17 29.53599(N)    070 44 29.39560(W) AD(       ) 1
 PF1111  NAD 27      -  44 17 29.28970(N)    070 44 31.15734(W) AD(       ) 1
 PF1111  NGVD 29 (07/19/86)  462.5    (m)         1517.     (f) VERT ANG       
 PF1111
 PF1111.Superseded values are not recommended for survey control.
 PF1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1111.See file dsdata.txt to determine how the superseded data were derived.
 PF1111
 PF1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK6106205729(NAD 83)
 PF1111_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PF1111_SETTING: 66 = SET IN ROCK OUTCROP
 PF1111
 PF1111  HISTORY     - Date     Condition        Report By
 PF1111  HISTORY     - 1976     MONUMENTED       NGS
 PF1111
 PF1111                          STATION DESCRIPTION
 PF1111
 PF1111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 PF1111'THE STATION IS LOCATED ABOUT 8.5 MILES SOUTH-SOUTHEAST OF
 PF1111'BETHEL, 11.5 MILES NORTHWEST OF NORWAY AND 13.5 MILES EAST OF
 PF1111'THE MAINE/NEW HAMPSHIRE BOUNDRY.
 PF1111'
 PF1111'TO REACH THE STATION FROM THE POST OFFICE IN NORWAY, GO
 PF1111'WESTERLY ON MAIN STREET (ROUTES 118 AND 117) FOR 1.8 MILES TO
 PF1111'WHERE ROUTE 117 GOES TO THE LEFT. CONTINUE STRAIGHT ON ROUTE
 PF1111'118 FOR 5.75 MILES TO A SIDE ROAD ON THE LEFT, CONTINUE
 PF1111'WESTERLY ON ROUTE 118 FOR 1.8 MILES TO A FORK. TURN RIGHT, GO
 PF1111'IN A NORTHERLY DIRECTION FOR 2.45 MILES TO THE ALBANY/WATERFORD
 PF1111'TOWN LINE. CONTINUE STRAIGHT AHEAD FOR 2.8 MILES TO A TRACK
 PF1111'ROAD ON THE LEFT. TURN LEFT, GO 200 FEET TO AN OIL PIPE LINE
 PF1111'AND THE END OF TRUCK TRAVEL. CONTINUE UPHILL ON THE TRACK
 PF1111'ROAD TO THE TOP OF CUMMINGS MOUNTAIN AND THE STATION IN A
 PF1111'CLEARING AT THE TOP OF THE SOUTH SLOPE.
 PF1111'
 PF1111'STATION MARK, STAMPED---CUMMINGS 1976---, IS A STANDARD DISK
 PF1111'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 PF1111'
 PF1111'REFERENCE MARK 1, STAMPED---CUMMINGS NO 1 1976---, IS A
 PF1111'STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 PF1111'
 PF1111'REFERENCE MARK 2, STAMPED---CUMMINGS NO 2 1976---, IS A
 PF1111'STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 PF1111'
 PF1111'THERE WAS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 PF1111'
 PF1111'THE HEIGHT OF LIGHT ABOVE THE STATION WAS 18.9 METERS.
 PF1111'
 PF1111'DESCRIBED BY JOHN R. HIGGINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1966 ***********************************************************************
 PE1966  DESIGNATION -  CUNNINGHAM
 PE1966  PID         -  PE1966
 PE1966  STATE/COUNTY-  ME/HANCOCK
 PE1966  USGS QUAD   -  BROOKLIN (1981)
 PE1966
 PE1966                         *CURRENT SURVEY CONTROL
 PE1966  ___________________________________________________________________
 PE1966* NAD 83(1996)-  44 21 28.61755(N)    068 36 51.76218(W)     ADJUSTED  
 PE1966* NAVD 88     -       128.     (meters)     420.     (feet)  SCALED    
 PE1966  ___________________________________________________________________
 PE1966  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 PE1966  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 PE1966
 PE1966  HORZ ORDER  -  SECOND
 PE1966
 PE1966.The horizontal coordinates were established by classical geodetic methods
 PE1966.and adjusted by the National Geodetic Survey in March 1998..
 PE1966
 PE1966.The orthometric height was scaled from a topographic map.
 PE1966
 PE1966.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1966
 PE1966.The geoid height was determined by GEOID03.
 PE1966
 PE1966;                    North         East     Units Scale Factor Converg.
 PE1966;SPC ME E     -    76,808.814   290,882.391   MT  0.99990102   -0 04 47.9
 PE1966;UTM  19      - 4,911,703.034   530,730.395   MT  0.99961161   +0 16 10.6
 PE1966
 PE1966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1966!SPC ME E     -   0.99998384  x   0.99990102  =   0.99988487
 PE1966!UTM  19      -   0.99998384  x   0.99961161  =   0.99959546
 PE1966
 PE1966:                Primary Azimuth Mark                     Grid Az
 PE1966:SPC ME E     -  BLUE HILL RESET                          012 39 44.5
 PE1966:UTM  19      -  BLUE HILL RESET                          012 18 46.0
 PE1966
 PE1966|---------------------------------------------------------------------|
 PE1966| PID    Reference Object                     Distance      Geod. Az  |
 PE1966|                                                           dddmmss.s |
 PE1966| PE1962 BLUE HILL RESET                     APPROX. 8.7 KM 0123456.6 |
 PE1966| CE7882 CUNNINGHAM RM 1                      16.761 METERS 01714     |
 PE1966| PE1959 WOODS G J HOUSE WEST CHIMNEY        APPROX. 7.9 KM 0493904.0 |
 PE1966| CE7883 CUNNINGHAM RM 2                      14.722 METERS 09508     |
 PE1966|---------------------------------------------------------------------|
 PE1966
 PE1966                          SUPERSEDED SURVEY CONTROL
 PE1966
 PE1966  NAD 83(1992)-  44 21 28.61965(N)    068 36 51.73612(W) AD(       ) 2
 PE1966  NAD 83(1986)-  44 21 28.62024(N)    068 36 51.73899(W) AD(       ) 2
 PE1966  NAD 27      -  44 21 28.33900(N)    068 36 53.64800(W) AD(       ) 2
 PE1966
 PE1966.Superseded values are not recommended for survey control.
 PE1966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1966.See file dsdata.txt to determine how the superseded data were derived.
 PE1966
 PE1966_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK3073011703(NAD 83)
 PE1966
 PE1966  HISTORY     - Date     Condition        Report By
 PE1966  HISTORY     - 1863     MONUMENTED       CGS
 PE1966  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE1966  HISTORY     - 1956     SEE DESCRIPTION  CGS
 PE1966  HISTORY     - 1983     GOOD             USPSQD
 PE1966  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 PE1966
 PE1966                          STATION DESCRIPTION
 PE1966
 PE1966'DESCRIBED BY COAST AND GEODETIC SURVEY 1863 (GAF)
 PE1966'STATION IS ON THE HIGHEST PART OF CUNNINGHAM RIDGE, ABOUT 1-1/2
 PE1966'MILES NNW FROM N SEDGWICK, 3-3/4 MILES N BY E FROM SEDGWICK, AND
 PE1966'1-1/2 MILES WNW FROM SALT POND OF BLUE HILL BAY.  THE ROAD FROM N
 PE1966'SEDGWICK TO BLUFF HEAD ON BAGADUCE RIVER IS WITHIN 200 FEET TO THE
 PE1966'WESTWARD OF THE STATION.  THE HOUSE AND BARN OF MOSES B. CARTER
 PE1966'STAND TO THE SOUTHWARD, AND THE LATTER IS AT A DISTANCE OF 206
 PE1966'FEET AND THE FORMER A SHORT DISTANCE FARTHER OFF BUT NEARER THE
 PE1966'ROAD.  THE STATION IS MARKED BY A COPPER BOLT SET IN A HOLE
 PE1966'IN THE ROCK.
 PE1966
 PE1966                          STATION RECOVERY (1934)
 PE1966
 PE1966'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1966'STATION IS ON CUNNINGHAM RIDGE, 1.75 MILES NW OF N SEDGWICK, 4
 PE1966'MILES SSW OF BLUE HILL, AND 1 MILE NW OF FROST POND.
 PE1966'
 PE1966'STATION IS A COPPER BOLT SET IN A HOLE IN THE ROCK IN AN OPEN
 PE1966'MEADOW JUST N OF AN OLD HOUSE AND BARN.  IT IS 218 FEET NE OF
 PE1966'THE CENTER LINE OF THE ROAD AND 251 FEET NW OF A STONE WALL WHICH
 PE1966'RUNS BACK FROM THE ROAD ON THE SE SIDE OF THE HOUSE.
 PE1966'
 PE1966'REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL HOLES
 PE1966'IN OUTCROPPING BEDROCK.
 PE1966'
 PE1966'REFERENCE MARK NO. 1 IS 260 FEET NE OF THE ROAD AND 279 FEET NW OF
 PE1966'THE STONE WALL.
 PE1966'
 PE1966'REFERENCE MARK NO. 2 IS 254 FEET NE OF THE ROAD AND 217 FEET NW OF
 PE1966'THE STONE WALL.
 PE1966'
 PE1966'TO REACH FROM THE GULF STATION AT N SEDGWICK GO NW 1.7 MILES TO
 PE1966'THE HOUSE AND BARN MENTIONED ABOVE.
 PE1966
 PE1966                          STATION RECOVERY (1956)
 PE1966
 PE1966'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 PE1966'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 PE1966'GOOD CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE
 PE1966'VERIFIED.  THE RECOVERY NOTE BY K.G.C. IN 1934 IS ADEQUATE AND
 PE1966'COMPLETE WITH THE FOLLOWING ADDITIONS AND EXCEPTION--
 PE1966'
 PE1966'REFERENCE MARK 1 IS STAMPED CUNNINGHAM 1934 NO 1.
 PE1966'
 PE1966'REFERENCE MARK 2 IS STAMPED CUNNINGHAM 1934 NO 2.
 PE1966'
 PE1966'THE BARN HAS BEEN RAZED.
 PE1966
 PE1966                          STATION RECOVERY (1983)
 PE1966
 PE1966'RECOVERY NOTE BY US POWER SQUADRON 1983 (ELG)
 PE1966'CUNNINGHAM NO. 1 1934 RECOVERED GOOD.
 PE1966'
 PE1966'CUNNINGHAM NO. 2 1934 RECOVERED GOOD.
 PE1966'
 PE1966'THE STATION MARK AND TWO REFERENCE MARKS WERE FOUND IN GOOD
 PE1966'CONDITION.  PREVIOUS DESCRIPTIONS ARE ADEQUATE AND COMPLETE WITH THE
 PE1966'FOLLOWING ADDITIONS--
 PE1966'
 PE1966'THE HOUSE AS WELL AS THE BARN IS GONE.  THE STATION IS OPPOSITE NET
 PE1966'AND T CO POLE 41.  THE LAND IS BLUEBERRY LAND OWNED BY DAVID ALLEN.
 PE1966
 PE1966                          STATION RECOVERY (1988)
 PE1966
 PE1966'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE1966'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1937 ***********************************************************************
 PE1937  DESIGNATION -  CURT 1944
 PE1937  PID         -  PE1937
 PE1937  STATE/COUNTY-  ME/HANCOCK
 PE1937  USGS QUAD   -  NEWBURY NECK (1981)
 PE1937
 PE1937                         *CURRENT SURVEY CONTROL
 PE1937  ___________________________________________________________________
 PE1937* NAD 83(1996)-  44 22 47.07993(N)    068 27 43.56245(W)     ADJUSTED  
 PE1937* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 PE1937  ___________________________________________________________________
 PE1937  LAPLACE CORR-           6.80  (seconds)                    DEFLEC99
 PE1937  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 PE1937
 PE1937  HORZ ORDER  -  THIRD
 PE1937
 PE1937.The horizontal coordinates were established by classical geodetic methods
 PE1937.and adjusted by the National Geodetic Survey in March 1998..
 PE1937
 PE1937.The orthometric height was scaled from a topographic map.
 PE1937
 PE1937.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1937
 PE1937.The geoid height was determined by GEOID03.
 PE1937
 PE1937;                    North         East     Units Scale Factor Converg.
 PE1937;SPC ME E     -    79,224.767   303,020.003   MT  0.99990011   +0 01 35.4
 PE1937;UTM  19      - 4,914,192.305   542,849.602   MT  0.99962258   +0 22 34.4
 PE1937
 PE1937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1937!SPC ME E     -   1.00000372  x   0.99990011  =   0.99990383
 PE1937!UTM  19      -   1.00000372  x   0.99962258  =   0.99962629
 PE1937
 PE1937:                Primary Azimuth Mark                     Grid Az
 PE1937:SPC ME E     -  HAYNES                                   031 43 28.7
 PE1937:UTM  19      -  HAYNES                                   031 22 29.7
 PE1937
 PE1937|---------------------------------------------------------------------|
 PE1937| PID    Reference Object                     Distance      Geod. Az  |
 PE1937|                                                           dddmmss.s |
 PE1937| PE1929 HAYNES                              APPROX. 4.5 KM 0314504.1 |
 PE1937|---------------------------------------------------------------------|
 PE1937
 PE1937                          SUPERSEDED SURVEY CONTROL
 PE1937
 PE1937  NAD 83(1992)-  44 22 47.07863(N)    068 27 43.54810(W) AD(       ) 3
 PE1937  NAD 83(1986)-  44 22 47.07847(N)    068 27 43.55168(W) AD(       ) 3
 PE1937  NAD 27      -  44 22 46.80100(N)    068 27 45.46700(W) AD(       ) 3
 PE1937
 PE1937.Superseded values are not recommended for survey control.
 PE1937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1937.See file dsdata.txt to determine how the superseded data were derived.
 PE1937
 PE1937_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK4285014192(NAD 83)
 PE1937
 PE1937  HISTORY     - Date     Condition        Report By
 PE1937  HISTORY     - 1944     MONUMENTED       CGS
 PE1937  HISTORY     - 1956     SEE DESCRIPTION  CGS
 PE1937
 PE1937                          STATION DESCRIPTION
 PE1937
 PE1937'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1937'STATION IS LOCATED ON GOOSE ROCK, WHICH IS ABOUT MIDWAY BETWEEN
 PE1937'BURNT POINT AND HIGH HEAD, OFF THE SOUTHERN END OF NEWBURY NECK
 PE1937'ON THE WESTERN SIDE OF UNION RIVER BAY.  STATION IS ON NARROW,
 PE1937'ROCKY POINT ON THE SOUTHEAST SIDE OF THE ROCK, 17 METERS
 PE1937'OUTSIDE TREE LINE, 29 METERS NORTHWEST OF MEAN HIGH WATER LINE
 PE1937'AT END OF POINT, 11 METERS WEST OF MEAN HIGH WATER LINE TO
 PE1937'EAST.  MARK IS A STANDARD DISC STAMPED CURT, 1944, SET IN
 PE1937'LEDGE ROCK.  ONE CAN WALK TO STATION AT LOW TIDE.
 PE1937'
 PE1937'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK 8 FEET.
 PE1937
 PE1937                          STATION RECOVERY (1956)
 PE1937
 PE1937'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 PE1937'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 PE1937'DESCRIPTION IS ADEQUATE AND COMPLETE.  THE STATION IS MARKED BY A
 PE1937'TOPOGRAPHIC DISK, STAMPED CURT 1944.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2042 ***********************************************************************
 OC2042  DESIGNATION -  CURTIS COVE 1868
 OC2042  PID         -  OC2042
 OC2042  STATE/COUNTY-  ME/YORK
 OC2042  USGS QUAD   -  BIDDEFORD (1975)
 OC2042
 OC2042                         *CURRENT SURVEY CONTROL
 OC2042  ___________________________________________________________________
 OC2042* NAD 83(1996)-  43 24 24.49073(N)    070 23 45.27931(W)     ADJUSTED  
 OC2042* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 OC2042  ___________________________________________________________________
 OC2042  LAPLACE CORR-           2.98  (seconds)                    DEFLEC99
 OC2042  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 OC2042
 OC2042  HORZ ORDER  -  THIRD
 OC2042
 OC2042.The horizontal coordinates were established by classical geodetic methods
 OC2042.and adjusted by the National Geodetic Survey in March 1998..
 OC2042
 OC2042.The orthometric height was scaled from a topographic map.
 OC2042
 OC2042.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2042
 OC2042.The geoid height was determined by GEOID03.
 OC2042
 OC2042;                    North         East     Units Scale Factor Converg.
 OC2042;SPC ME W     -    63,733.057   881,431.609   MT  0.99997091   -0 09 27.1
 OC2042;UTM  19      - 4,806,937.408   386,974.449   MT  0.99975714   -0 57 33.6
 OC2042
 OC2042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2042!SPC ME W     -   1.00000399  x   0.99997091  =   0.99997490
 OC2042!UTM  19      -   1.00000399  x   0.99975714  =   0.99976113
 OC2042
 OC2042:                Primary Azimuth Mark                     Grid Az
 OC2042:SPC ME W     -  CHAS CLEAVES HOUSE WEST APEX             194 34 10.1
 OC2042:UTM  19      -  CHAS CLEAVES HOUSE WEST APEX             195 22 16.6
 OC2042
 OC2042|---------------------------------------------------------------------|
 OC2042| PID    Reference Object                     Distance      Geod. Az  |
 OC2042|                                                           dddmmss.s |
 OC2042| OC2043 CHAS CLEAVES HOUSE WEST APEX        APPROX. 0.8 KM 1942443.0 |
 OC2042| OC2029 C STONES HOUSE MIDDLE CHIMNEY       APPROX. 5.2 KM 2152304.9 |
 OC2042| OC2013 SCHOOLHOUSE CHIMNEY                 APPROX. 5.6 KM 2243506.0 |
 OC2042| OC2040 GEO EMMONS HOUSE MIDDLE CHIM        APPROX. 0.6 KM 2491433.7 |
 OC2042|---------------------------------------------------------------------|
 OC2042
 OC2042                          SUPERSEDED SURVEY CONTROL
 OC2042
 OC2042  NAD 83(1992)-  43 24 24.48939(N)    070 23 45.28062(W) AD(       ) 3
 OC2042  NAD 83(1986)-  43 24 24.49535(N)    070 23 45.28601(W) AD(       ) 3
 OC2042  NAD 27      -  43 24 24.19000(N)    070 23 47.11200(W) AD(       ) 3
 OC2042
 OC2042.Superseded values are not recommended for survey control.
 OC2042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2042.See file dsdata.txt to determine how the superseded data were derived.
 OC2042
 OC2042_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ8697406937(NAD 83)
 OC2042
 OC2042  HISTORY     - Date     Condition        Report By
 OC2042  HISTORY     - 1868     MONUMENTED       CGS
 OC2042  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OC2042
 OC2042                          STATION DESCRIPTION
 OC2042
 OC2042'DESCRIBED BY COAST AND GEODETIC SURVEY 1868 (CF)
 OC2042'STATION IS ON CURTIS NECK, ABOUT 1 MILE N OF TIMBER ISLAND,
 OC2042'DIRECTLY OPPOSITE CURTIS COVE, ON THE E SIDE OF LITTLE
 OC2042'RIVER.  THE STATION IS MARKED BY A NAIL IN THE CENTER OF A
 OC2042'WOODEN POST WEDGED ABOUT 2 FEET BELOW THE SURFACE OF THE GROUND.
 OC2042
 OC2042                          STATION RECOVERY (1953)
 OC2042
 OC2042'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EHK)
 OC2042'THE DESCRIPTION IS INADEQUATE FOR PRESENT DAY RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1826 ***********************************************************************
 QF1826  DESIGNATION -  CURVE TABLET TP 469 IBC
 QF1826  PID         -  QF1826
 QF1826  STATE/COUNTY-  ME/AROOSTOOK
 QF1826  USGS QUAD   -  NORTH AMITY (1989)
 QF1826
 QF1826                         *CURRENT SURVEY CONTROL
 QF1826  ___________________________________________________________________
 QF1826* NAD 83(1996)-  45 53 08.77061(N)    067 47 52.58635(W)     ADJUSTED  
 QF1826* NAVD 88     -       133.     (meters)     436.     (feet)  SCALED    
 QF1826  ___________________________________________________________________
 QF1826  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 QF1826  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 QF1826
 QF1826  HORZ ORDER  -  THIRD
 QF1826
 QF1826.The horizontal coordinates were established by classical geodetic methods
 QF1826.and adjusted by the National Geodetic Survey in March 1998..
 QF1826
 QF1826.The orthometric height was scaled from a topographic map.
 QF1826
 QF1826.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1826
 QF1826.The geoid height was determined by GEOID03.
 QF1826
 QF1826;                    North         East     Units Scale Factor Converg.
 QF1826;SPC ME E     -   246,818.183   354,490.148   MT  0.99993649   +0 30 14.6
 QF1826;UTM  19      - 5,082,058.330   593,269.389   MT  0.99970694   +0 51 47.1
 QF1826
 QF1826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1826!SPC ME E     -   0.99998288  x   0.99993649  =   0.99991937
 QF1826!UTM  19      -   0.99998288  x   0.99970694  =   0.99968982
 QF1826
 QF1826                          SUPERSEDED SURVEY CONTROL
 QF1826
 QF1826  NAD 83(1992)-  45 53 08.76766(N)    067 47 52.58411(W) AD(       ) 4
 QF1826  NAD 83(1986)-  45 53 08.48244(N)    067 47 51.60885(W) AD(       ) 4
 QF1826  NAD 27      -  45 53 08.67693(N)    067 47 54.72976(W) AD(       ) 3
 QF1826
 QF1826.Superseded values are not recommended for survey control.
 QF1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1826.See file dsdata.txt to determine how the superseded data were derived.
 QF1826
 QF1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9326982058(NAD 83)
 QF1826_MARKER: DD = SURVEY DISK
 QF1826_SETTING: 80 = SET IN A BOULDER
 QF1826_SP_SET: SET IN A DRILL HOLE IN A BOULDER
 QF1826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1826+STABILITY: SURFACE MOTION
 QF1826
 QF1826  HISTORY     - Date     Condition        Report By
 QF1826  HISTORY     - 1912     MONUMENTED       IBC
 QF1826  HISTORY     - 1955     GOOD             IBC
 QF1826  HISTORY     - 1972     GOOD             IBC
 QF1826
 QF1826                          STATION DESCRIPTION
 QF1826
 QF1826'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (JEM)
 QF1826'ON THE BOUNDARY LINE IN THE MIDDLE ON MONUMENT BROOK, ABOUT 1-1/2
 QF1826'MILES ABOVE THE MOUTH OF GREENLEAF BROOK.  IT IS ON A DARK - COLORED
 QF1826'ROCK ABOUT 3 BY 4 FEET IN CROSS SECTION AND THE TOP IS NEARLY A FOOT
 QF1826'UNDER HIGH WATER.  THE ROCK IS NOT QUITE PERPENDICULAR AND MAY HAVE
 QF1826'TIPPED SLIGHTLY.
 QF1826'
 QF1826'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE SURROUNDED BY A
 QF1826'TRIANGLE CUT IN THE ROCK.
 QF1826
 QF1826                          STATION RECOVERY (1955)
 QF1826
 QF1826'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1826'STATION RECOVERED IN GOOD CONDITION.
 QF1826
 QF1826                          STATION RECOVERY (1972)
 QF1826
 QF1826'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1826'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1628 ***********************************************************************
 OC1628  DESIGNATION -  CUSHING
 OC1628  PID         -  OC1628
 OC1628  STATE/COUNTY-  ME/CUMBERLAND
 OC1628  USGS QUAD   -  PORTLAND EAST (1975)
 OC1628
 OC1628                         *CURRENT SURVEY CONTROL
 OC1628  ___________________________________________________________________
 OC1628* NAD 83(1996)-  43 38 05.05994(N)    070 12 23.00261(W)     ADJUSTED  
 OC1628* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 OC1628  ___________________________________________________________________
 OC1628  LAPLACE CORR-           2.96  (seconds)                    DEFLEC99
 OC1628  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 OC1628
 OC1628  HORZ ORDER  -  THIRD
 OC1628
 OC1628.The horizontal coordinates were established by classical geodetic methods
 OC1628.and adjusted by the National Geodetic Survey in March 1998..
 OC1628
 OC1628.The orthometric height was scaled from a topographic map.
 OC1628
 OC1628.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1628
 OC1628.The geoid height was determined by GEOID03.
 OC1628
 OC1628;                    North         East     Units Scale Factor Converg.
 OC1628;SPC ME W     -    89,031.789   896,794.600   MT  0.99996679   -0 01 38.7
 OC1628;UTM  19      - 4,832,012.402   402,687.039   MT  0.99971648   -0 49 57.2
 OC1628
 OC1628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1628!SPC ME W     -   1.00000396  x   0.99996679  =   0.99997075
 OC1628!UTM  19      -   1.00000396  x   0.99971648  =   0.99972044
 OC1628
 OC1628                          SUPERSEDED SURVEY CONTROL
 OC1628
 OC1628  NAD 83(1992)-  43 38 05.05816(N)    070 12 23.00352(W) AD(       ) 3
 OC1628  NAD 83(1986)-  43 38 05.06418(N)    070 12 23.00907(W) AD(       ) 3
 OC1628  NAD 27      -  43 38 04.76000(N)    070 12 24.85000(W) AD(       ) 3
 OC1628
 OC1628.Superseded values are not recommended for survey control.
 OC1628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1628.See file dsdata.txt to determine how the superseded data were derived.
 OC1628
 OC1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0268732012(NAD 83)
 OC1628
 OC1628  HISTORY     - Date     Condition        Report By
 OC1628  HISTORY     - UNK      MONUMENTED
 OC1628  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1628
 OC1628                          STATION DESCRIPTION
 OC1628
 OC1628'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1628'STATION LOST.  NO SIGN OF MARKING FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0361 ***********************************************************************
 OB0361  DESIGNATION -  CUSHING CHURCH 1
 OB0361  PID         -  OB0361
 OB0361  STATE/COUNTY-  ME/KNOX
 OB0361  USGS QUAD   -  FRIENDSHIP (1973)
 OB0361
 OB0361                         *CURRENT SURVEY CONTROL
 OB0361  ___________________________________________________________________
 OB0361* NAD 83(1996)-  43 59 43.84903(N)    069 16 57.11724(W)     ADJUSTED  
 OB0361* NAVD 88     -                                                        
 OB0361  ___________________________________________________________________
 OB0361  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 OB0361  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 OB0361
 OB0361  HORZ ORDER  -  THIRD
 OB0361
 OB0361.The horizontal coordinates were established by classical geodetic methods
 OB0361.and adjusted by the National Geodetic Survey in March 1998..
 OB0361
 OB0361
 OB0361.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0361
 OB0361.The geoid height was determined by GEOID03.
 OB0361
 OB0361;                    North         East     Units Scale Factor Converg.
 OB0361;SPC ME E     -    36,831.898   237,237.518   MT  0.99994843   -0 32 36.8
 OB0361;SPC ME W     -   129,494.946   970,916.113   MT  1.00002850   +0 36 50.9
 OB0361;UTM  19      - 4,871,413.345   477,346.493   MT  0.99960631   -0 11 46.5
 OB0361
 OB0361                          SUPERSEDED SURVEY CONTROL
 OB0361
 OB0361  NAD 83(1992)-  43 59 43.85309(N)    069 16 57.10016(W) AD(       ) 4
 OB0361  NAD 83(1986)-  43 59 43.85755(N)    069 16 57.10668(W) AD(       ) 4
 OB0361  NAD 27      -  43 59 43.58600(N)    069 16 58.93500(W) AD(       ) 3
 OB0361
 OB0361.Superseded values are not recommended for survey control.
 OB0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0361.See file dsdata.txt to determine how the superseded data were derived.
 OB0361
 OB0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ7734671413(NAD 83)
 OB0361
 OB0361  HISTORY     - Date     Condition        Report By
 OB0361  HISTORY     - UNK      MONUMENTED
 OB0361  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0361  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OB0361  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OB0361
 OB0361                          STATION DESCRIPTION
 OB0361
 OB0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0361'RECOVERED.  ON THE W SIDE OF THE MOUTH OF MAPLE JUICE COVE,
 OB0361'BETWEEN CUSHING AND PLEASANT POINT.
 OB0361'
 OB0361'TO REACH FROM TOWN OF CUSHING, GO ABOUT 2-1/2 MILES S AND TURN
 OB0361'LEFT ON ROAD LEADING TO EAST FRIENDSHIP.  FOLLOW ABOUT 100 METERS
 OB0361'AND CHURCH WILL BE ON RIGHT SIDE OF ROAD.  THE CHURCH IS NOW
 OB0361'BAPTIST.  THERE IS A CLOSED BELFRY WITH A WEATHERVANE ON
 OB0361'SPIRE.  BOTH CHURCH AND SPIRE ARE WHITE.
 OB0361
 OB0361                          STATION RECOVERY (1943)
 OB0361
 OB0361'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 OB0361'STATION RECOVERED AS DESCRIBED, EXCEPT FOR THE FOLLOWING
 OB0361'DISCREPANCY IN DIRECTIONS TO REACH STATION--TURN LEFT SHOULD
 OB0361'SHOULD BE TURN RIGHT.
 OB0361
 OB0361                          STATION RECOVERY (1953)
 OB0361
 OB0361'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (PT)
 OB0361'STATION WAS RECOVERED IN GOOD CONDITION.  THE PUBLISHED
 OB0361'DESCRIPTION IS ADEQUATE AND CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2371 ***********************************************************************
 PE2371  DESIGNATION -  CUSHING CHURCH 2
 PE2371  PID         -  PE2371
 PE2371  STATE/COUNTY-  ME/KNOX
 PE2371  USGS QUAD   -  WALDOBORO EAST (1988)
 PE2371
 PE2371                         *CURRENT SURVEY CONTROL
 PE2371  ___________________________________________________________________
 PE2371* NAD 83(1996)-  44 00 54.77725(N)    069 15 02.85090(W)     ADJUSTED  
 PE2371* NAVD 88     -                                                        
 PE2371  ___________________________________________________________________
 PE2371  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 PE2371  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 PE2371
 PE2371  HORZ ORDER  -  THIRD
 PE2371
 PE2371.The horizontal coordinates were established by classical geodetic methods
 PE2371.and adjusted by the National Geodetic Survey in March 1998..
 PE2371
 PE2371
 PE2371.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2371
 PE2371.The geoid height was determined by GEOID03.
 PE2371
 PE2371;                    North         East     Units Scale Factor Converg.
 PE2371;SPC ME E     -    38,997.191   239,803.188   MT  0.99994455   -0 31 18.1
 PE2371;SPC ME W     -   131,711.831   973,437.716   MT  1.00003297   +0 38 11.1
 PE2371;UTM  19      - 4,873,593.409   479,898.118   MT  0.99960497   -0 10 27.3
 PE2371
 PE2371                          SUPERSEDED SURVEY CONTROL
 PE2371
 PE2371  NAD 83(1992)-  44 00 54.78178(N)    069 15 02.83295(W) AD(       ) 4
 PE2371  NAD 83(1986)-  44 00 54.78606(N)    069 15 02.83945(W) AD(       ) 4
 PE2371  NAD 27      -  44 00 54.50000(N)    069 15 04.68000(W) AD(       ) 3
 PE2371
 PE2371.Superseded values are not recommended for survey control.
 PE2371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2371.See file dsdata.txt to determine how the superseded data were derived.
 PE2371
 PE2371_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ7989873593(NAD 83)
 PE2371
 PE2371  HISTORY     - Date     Condition        Report By
 PE2371  HISTORY     - UNK      MONUMENTED
 PE2371  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2371  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2371
 PE2371                          STATION DESCRIPTION
 PE2371
 PE2371'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2371'THIS STATION IS LOST.  THE CHURCH REMAINS BUT A NEW SPIRE WAS
 PE2371'BUILT IN 1933.  THE CHURCH IS ABOUT 1/2 MILE SOUTH OF CUSHING ON
 PE2371'THE RIGHT SIDE OF ROAD.  THERE IS NOW A SHORT PYRAMIDAL SPIRE
 PE2371'WITH GREEN ROOF.  THE BELFRY IS CLOSED.  THERE IS A WEATHERVANE
 PE2371'ON THE SPIRE WITH WIND DIRECTION INDICATOR.  THE CHURCH IS NOW
 PE2371'METHODIST UNION.
 PE2371
 PE2371                          STATION RECOVERY (1943)
 PE2371
 PE2371'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2371'RECOVERED AS DESCRIBED IN 1934.  ACCORDING TO LOCAL INFORMATION
 PE2371'THE NEW SPIRE IS IN THE SAME LOCATION ON THE CHURCH AS THE
 PE2371'ORIGINAL.  THE SPIRE WAS LOCATED FOR AIR COMPILATION PURPOSES
 PE2371'AND SHOULD BE VERIFIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1672 ***********************************************************************
 OC1672  DESIGNATION -  CUSHING ISLAND RADAR TOWER
 OC1672  PID         -  OC1672
 OC1672  STATE/COUNTY-  ME/CUMBERLAND
 OC1672  USGS QUAD   -  PORTLAND EAST (1975)
 OC1672
 OC1672                         *CURRENT SURVEY CONTROL
 OC1672  ___________________________________________________________________
 OC1672* NAD 83(1996)-  43 38 45.81892(N)    070 11 30.54544(W)     ADJUSTED  
 OC1672* NAVD 88     -                                                        
 OC1672  ___________________________________________________________________
 OC1672  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 OC1672  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 OC1672
 OC1672  HORZ ORDER  -  THIRD
 OC1672
 OC1672.The horizontal coordinates were established by classical geodetic methods
 OC1672.and adjusted by the National Geodetic Survey in March 1998..
 OC1672
 OC1672
 OC1672.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1672
 OC1672.The geoid height was determined by GEOID03.
 OC1672
 OC1672;                    North         East     Units Scale Factor Converg.
 OC1672;SPC ME W     -    90,289.215   897,970.807   MT  0.99996672   -0 01 02.5
 OC1672;UTM  19      - 4,833,252.861   403,880.500   MT  0.99971364   -0 49 21.6
 OC1672
 OC1672                          SUPERSEDED SURVEY CONTROL
 OC1672
 OC1672  NAD 83(1992)-  43 38 45.81711(N)    070 11 30.54628(W) AD(       ) 4
 OC1672  NAD 83(1986)-  43 38 45.82320(N)    070 11 30.55176(W) AD(       ) 4
 OC1672  NAD 27      -  43 38 45.52300(N)    070 11 32.39300(W) AD(       ) 3
 OC1672
 OC1672.Superseded values are not recommended for survey control.
 OC1672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1672.See file dsdata.txt to determine how the superseded data were derived.
 OC1672
 OC1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0388133253(NAD 83)
 OC1672
 OC1672  HISTORY     - Date     Condition        Report By
 OC1672  HISTORY     - 1943     MONUMENTED       CGS
 OC1672
 OC1672                          STATION DESCRIPTION
 OC1672
 OC1672'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 OC1672'THE STATION IS THE RADAR TOWER LOCATED ON THE NE POINT OF
 OC1672'CUSHING ISLAND.  IT IS A FOUR-LEGGED STEEL STRUCTURE ABOUT 150
 OC1672'FT. HIGH, THAT APPEARS TO BE A WATER TANK ON THE TOP.  THE ENTIRE
 OC1672'STRUCTURE IS PAINTED GREY.  POINT OBSERVED UPON, THE POINT
 OC1672'ON THE APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1651 ***********************************************************************
 OC1651  DESIGNATION -  CUSHING NORTHEAST FCT 1943
 OC1651  PID         -  OC1651
 OC1651  STATE/COUNTY-  ME/CUMBERLAND
 OC1651  USGS QUAD   -  PORTLAND EAST (1975)
 OC1651
 OC1651                         *CURRENT SURVEY CONTROL
 OC1651  ___________________________________________________________________
 OC1651* NAD 83(1996)-  43 38 38.82234(N)    070 11 37.49508(W)     ADJUSTED  
 OC1651* NAVD 88     -        30.     (meters)      98.     (feet)  SCALED    
 OC1651  ___________________________________________________________________
 OC1651  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 OC1651  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 OC1651
 OC1651  HORZ ORDER  -  SECOND
 OC1651
 OC1651.The horizontal coordinates were established by classical geodetic methods
 OC1651.and adjusted by the National Geodetic Survey in March 1998..
 OC1651
 OC1651.The orthometric height was scaled from a topographic map.
 OC1651
 OC1651.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1651
 OC1651.The geoid height was determined by GEOID03.
 OC1651
 OC1651;                    North         East     Units Scale Factor Converg.
 OC1651;SPC ME W     -    90,073.338   897,814.990   MT  0.99996673   -0 01 07.3
 OC1651;UTM  19      - 4,833,039.250   403,721.705   MT  0.99971402   -0 49 26.3
 OC1651
 OC1651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1651!SPC ME W     -   0.99999941  x   0.99996673  =   0.99996614
 OC1651!UTM  19      -   0.99999941  x   0.99971402  =   0.99971343
 OC1651
 OC1651|---------------------------------------------------------------------|
 OC1651| PID    Reference Object                     Distance      Geod. Az  |
 OC1651|                                                           dddmmss.s |
 OC1651| OC1770 WHITEHEAD                           303.915 METERS 04016     |
 OC1651| OC0218 BC FOOTE 2                          187.111 METERS 23037     |
 OC1651| OC1640 CUSHING SOUTHWEST FCT               454.585 METERS 2354223.3 |
 OC1651|---------------------------------------------------------------------|
 OC1651
 OC1651                          SUPERSEDED SURVEY CONTROL
 OC1651
 OC1651  NAD 83(1992)-  43 38 38.82053(N)    070 11 37.49593(W) AD(       ) 2
 OC1651  NAD 83(1986)-  43 38 38.82657(N)    070 11 37.50144(W) AD(       ) 2
 OC1651  NAD 27      -  43 38 38.52600(N)    070 11 39.33800(W) AD(       ) 2
 OC1651
 OC1651.Superseded values are not recommended for survey control.
 OC1651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1651.See file dsdata.txt to determine how the superseded data were derived.
 OC1651
 OC1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0372233039(NAD 83)
 OC1651_MARKER: Z = SEE DESCRIPTION
 OC1651_SETTING: 0 = UNSPECIFIED SETTING
 OC1651_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC1651
 OC1651  HISTORY     - Date     Condition        Report By
 OC1651  HISTORY     - 1943     MONUMENTED       CGS
 OC1651
 OC1651                          STATION DESCRIPTION
 OC1651
 OC1651'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 OC1651'STATION IS THE CENTER OF THE INSTRUMENT MOUNT ON THE TOP FLOOR
 OC1651'OF THE NE FIRE CONTROL TOWER.  THIS POINT WAS PROJECTED ON THE
 OC1651'ROOF AND MARKED BY A STANDARD DISK, STAMPED CUSHING NE T AND
 OC1651'CEMENTED IN A DRILL HOLE FLUSH WITH THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1640 ***********************************************************************
 OC1640  DESIGNATION -  CUSHING SOUTHWEST FCT
 OC1640  PID         -  OC1640
 OC1640  STATE/COUNTY-  ME/CUMBERLAND
 OC1640  USGS QUAD   -  PORTLAND EAST (1975)
 OC1640
 OC1640                         *CURRENT SURVEY CONTROL
 OC1640  ___________________________________________________________________
 OC1640* NAD 83(1996)-  43 38 30.52301(N)    070 11 54.25140(W)     ADJUSTED  
 OC1640* NAVD 88     -        30.     (meters)      98.     (feet)  SCALED    
 OC1640  ___________________________________________________________________
 OC1640  LAPLACE CORR-           3.06  (seconds)                    DEFLEC99
 OC1640  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 OC1640
 OC1640  HORZ ORDER  -  SECOND
 OC1640
 OC1640.The horizontal coordinates were established by classical geodetic methods
 OC1640.and adjusted by the National Geodetic Survey in March 1998..
 OC1640
 OC1640.The orthometric height was scaled from a topographic map.
 OC1640
 OC1640.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1640
 OC1640.The geoid height was determined by GEOID03.
 OC1640
 OC1640;                    North         East     Units Scale Factor Converg.
 OC1640;SPC ME W     -    89,817.341   897,439.358   MT  0.99996675   -0 01 18.9
 OC1640;UTM  19      - 4,832,788.621   403,342.608   MT  0.99971492   -0 49 37.7
 OC1640
 OC1640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1640!SPC ME W     -   0.99999941  x   0.99996675  =   0.99996616
 OC1640!UTM  19      -   0.99999941  x   0.99971492  =   0.99971434
 OC1640
 OC1640:                Primary Azimuth Mark                     Grid Az
 OC1640:SPC ME W     -  CUSHING NORTHEAST FCT 1943               055 43 30.6
 OC1640:UTM  19      -  CUSHING NORTHEAST FCT 1943               056 31 49.4
 OC1640
 OC1640|---------------------------------------------------------------------|
 OC1640| PID    Reference Object                     Distance      Geod. Az  |
 OC1640|                                                           dddmmss.s |
 OC1640| OC1651 CUSHING NORTHEAST FCT 1943          454.585 METERS 0554211.7 |
 OC1640| OC0218 BC FOOTE 2                          268.728 METERS 05915     |
 OC1640|---------------------------------------------------------------------|
 OC1640
 OC1640                          SUPERSEDED SURVEY CONTROL
 OC1640
 OC1640  NAD 83(1992)-  43 38 30.52121(N)    070 11 54.25227(W) AD(       ) 2
 OC1640  NAD 83(1986)-  43 38 30.52725(N)    070 11 54.25779(W) AD(       ) 2
 OC1640  NAD 27      -  43 38 30.22700(N)    070 11 56.09700(W) AD(       ) 2
 OC1640
 OC1640.Superseded values are not recommended for survey control.
 OC1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1640.See file dsdata.txt to determine how the superseded data were derived.
 OC1640
 OC1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0334332789(NAD 83)
 OC1640
 OC1640  HISTORY     - Date     Condition        Report By
 OC1640  HISTORY     - 1943     MONUMENTED       CGS
 OC1640
 OC1640                          STATION DESCRIPTION
 OC1640
 OC1640'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 OC1640'STATION IS THE CENTER OF THE MIDDLE INSTRUMENT BASE ON THE NEXT
 OC1640'TO THE TOP FLOOR OF THE FIRE CONTROL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0455 ***********************************************************************
 OB0455  DESIGNATION -  CUSHMAN RESET
 OB0455  PID         -  OB0455
 OB0455  STATE/COUNTY-  ME/LINCOLN
 OB0455  USGS QUAD   -  WESTPORT (1970)
 OB0455
 OB0455                         *CURRENT SURVEY CONTROL
 OB0455  ___________________________________________________________________
 OB0455* NAD 83(1996)-  43 58 43.63053(N)    069 40 44.60946(W)     ADJUSTED  
 OB0455* NAVD 88     -        67.     (meters)     220.     (feet)  SCALED    
 OB0455  ___________________________________________________________________
 OB0455  LAPLACE CORR-           2.30  (seconds)                    DEFLEC99
 OB0455  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 OB0455
 OB0455  HORZ ORDER  -  THIRD
 OB0455
 OB0455.The horizontal coordinates were established by classical geodetic methods
 OB0455.and adjusted by the National Geodetic Survey in March 1998..
 OB0455
 OB0455.The orthometric height was scaled from a topographic map.
 OB0455
 OB0455.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0455
 OB0455.The geoid height was determined by GEOID03.
 OB0455
 OB0455;                    North         East     Units Scale Factor Converg.
 OB0455;SPC ME W     -   127,371.925   939,121.866   MT  0.99998548   +0 20 18.9
 OB0455;UTM  19      - 4,869,740.794   445,537.672   MT  0.99963648   -0 28 17.6
 OB0455
 OB0455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0455!SPC ME W     -   0.99999355  x   0.99998548  =   0.99997903
 OB0455!UTM  19      -   0.99999355  x   0.99963648  =   0.99963003
 OB0455
 OB0455|---------------------------------------------------------------------|
 OB0455| PID    Reference Object                     Distance      Geod. Az  |
 OB0455|                                                           dddmmss.s |
 OB0455| CE7314 CUSHMAN RM 1                          8.525 METERS 01111     |
 OB0455| PE2415 WISCASSET CONG WHITE SPIRE          APPROX. 2.9 KM 0172427.1 |
 OB0455| PE2418 WISCASSET BROWN SPIRE               APPROX. 3.1 KM 0181808.8 |
 OB0455| CE7315 CUSHMAN RM 2                         11.360 METERS 04453     |
 OB0455| OB0460 NORTH EDGECOMBE WHITE SPIRE         APPROX. 2.8 KM 0730025.3 |
 OB0455|---------------------------------------------------------------------|
 OB0455
 OB0455                          SUPERSEDED SURVEY CONTROL
 OB0455
 OB0455  NAD 83(1992)-  43 58 43.63148(N)    069 40 44.60597(W) AD(       ) 3
 OB0455  NAD 83(1986)-  43 58 43.63669(N)    069 40 44.61139(W) AD(       ) 3
 OB0455  NAD 27      -  43 58 43.35100(N)    069 40 46.43100(W) AD(       ) 3
 OB0455
 OB0455.Superseded values are not recommended for survey control.
 OB0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0455.See file dsdata.txt to determine how the superseded data were derived.
 OB0455
 OB0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ4553869741(NAD 83)
 OB0455
 OB0455  HISTORY     - Date     Condition        Report By
 OB0455  HISTORY     - 1857     MONUMENTED       CGS
 OB0455  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OB0455  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0455  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0455
 OB0455                          STATION DESCRIPTION
 OB0455
 OB0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1857 (AWE)
 OB0455'THE STATION IS ON THE HIGHEST PART OF THE HILL ON THE W SIDE OF
 OB0455'THE HEAD OF CUSHMAN COVE, WHICH IS PART OF BACK RIVER OF
 OB0455'THE SHEEPSCOT RIVER.  IT IS ABOUT A MILE BELOW BIRCH POINT, AND
 OB0455'ABOUT 2 MILES BELOW WISCASSET.  THE STATION IS ABOUT 51 PACES SSE
 OB0455'OF A STONE FENCE WHICH RUNS SW AND NE ACROSS THE HILL AND IS
 OB0455'MARKED BY A HOLE DRILLED IN THE ROCK.
 OB0455
 OB0455                          STATION RECOVERY (1933)
 OB0455
 OB0455'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OB0455'THIS STATION IS ON THE HIGHEST PART OF THE HILL KNOWN LOCALLY AS
 OB0455'CUSHMAN HILL, WHICH IS ON THE W SIDE OF THE HEAD OF CUSHMAN COVE
 OB0455'(PART OF BACK RIVER OF THE SHEEPSCOT RIVER), ABOUT 1 MILE BELOW
 OB0455'BIRCH POINT, AND 2 MILES BELOW WISCASSET.  STATION IS 46.6 METERS
 OB0455'SSW OF A GATE IN A STONE FENCE WHICH RUNS ACROSS THE RIDGE AND
 OB0455'20.8 METERS N OF THE NW CORNER OF THE NW ONE OF FOUR CONCRETE
 OB0455'PIERS WHICH FORMERLY SUPPORTED AN OBSERVATION TOWER.
 OB0455'
 OB0455'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 OB0455'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 OB0455'
 OB0455'REFERENCE MARK NO. 1 IS 18.526 METERS N OF STATION.
 OB0455'
 OB0455'REFERENCE MARK NO. 2 IS 11.370 METERS NE OF STATION.
 OB0455'
 OB0455'TO REACH STATION, SET SPEEDOMETER AT ZERO AT TOLL GATE AT
 OB0455'BATH.  CONTINUE E ON U.S. HIGHWAY 1 TO 6.0 MILES AND TURN RIGHT
 OB0455'(RED FRAME UNOCCUPIED HOUSE HERE).  TURN LEFT AT 6.8 MILE
 OB0455'(SCHOOLHOUSE NEAR HERE).  TURN LEFT AGAIN AT 7.3 MILES AND
 OB0455'COME TO WARNER GROVERS HOUSE AT 8.9 MILES (GIANT WILLOW TREE IN
 OB0455'FRONT YARD).  WALK TO NE CORNER OF GROVERS MEADOW ACROSS ROAD
 OB0455'AND FOLLOW TRAIL FROM HERE TO TOP OF HILL.  TRAIL WINDS
 OB0455'CONSIDERABLE DISTANCE TO S, BUT EVENTUALLY COMES TO CENTER OF
 OB0455'RIDGE AND RUNS ALONG CENTER OF RIDGE N TO HIGHEST PART AND
 OB0455'STATION.
 OB0455
 OB0455                          STATION RECOVERY (1934)
 OB0455
 OB0455'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0455'THIS STATION RECOVERED AS DESCRIBED.  THE STATION IS ON THE
 OB0455'HIGHEST PART OF CUSHMAN HILL WHICH IS ON THE W SIDE OF BACK RIVER
 OB0455'AND CUSHMAN COVE, ABOUT 2 MILES S OF WISCASSET.
 OB0455'
 OB0455'THE STATION WAS RE-MARKED IN 1933, AND TWO REFERENCE MARKS WERE
 OB0455'ESTABLISHED.
 OB0455'
 OB0455'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 OB0455'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 OB0455'
 OB0455'ALL DISKS ARE STAMPED CUSHMAN 1857-1933.  THE STATION IS
 OB0455'SURROUNDED BY TREES ON ALL SIDES.
 OB0455'
 OB0455'REFERENCE MARK NO. 1 IS N OF THE STATION, 37 METERS SW OF THE
 OB0455'FENCE GATE.  REFERENCE MARK NO. 2 IS NE OF STATION, AT EDGE
 OB0455'OF BARE ROCK LEDGE.
 OB0455'
 OB0455'TO REACH FROM WISCASSET, GO S ON THE THIRD STREET W OF THE
 OB0455'SHEEPSCOT RIVER BRIDGE, 0.7 MILE TO S END OF BRIDGE ACROSS POTTLE
 OB0455'COVE.  WITH SPEEDOMETER AT 0.00 HERE, PROCEED 0.55 MILE AND TAKE
 OB0455'ROAD ON LEFT.  AT 0.65 CROSS A BRIDGE.  TAKE THE RIGHT FORK AT
 OB0455'0.7 MILE AT ENTRANCE OF PINE GROVE, THE PROPERTY OF ERASTUS
 OB0455'FOOTE.  CONTINUE PAST A ROAD ON LEFT AT 0.8 MILE TO THE END OF
 OB0455'ROAD AT 1.0 MILE AT STONE WALL, WITH IRON HITCHING POST
 OB0455'NEARBY.  FROM HERE TAKE A TRAIL SE TO THE TOP OF A N AND S
 OB0455'RIDGE.  CONTINUE S ALONG RIDGE TO A CROSSING STONE WALL WITH
 OB0455'GATE.  THE STATION IS ABOUT 45 METERS SW OF THIS GATE IN
 OB0455'STONE WALL AND 20 METERS N OF THE NW CONCRETE BASE OF AN OLD
 OB0455'OBSERVATORY.  THE BASES ARE FOUR CONCRETE PIERS 2-1/2
 OB0455'FEET HIGH AND 2 FEET SQUARE AND ARE IN A CLEAR SPACE.
 OB0455'
 OB0455'A 30-FOOT SIGNAL WAS USED IN 1934.
 OB0455
 OB0455                          STATION RECOVERY (1942)
 OB0455
 OB0455'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (HOF)
 OB0455'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1655 ***********************************************************************
 OC1655  DESIGNATION -  CUSTOMHOUSE WHARF USE
 OC1655  PID         -  OC1655
 OC1655  STATE/COUNTY-  ME/CUMBERLAND
 OC1655  USGS QUAD   -  PORTLAND EAST (1975)
 OC1655
 OC1655                         *CURRENT SURVEY CONTROL
 OC1655  ___________________________________________________________________
 OC1655* NAD 83(1996)-  43 39 19.78891(N)    070 14 55.18691(W)     ADJUSTED  
 OC1655* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 OC1655  ___________________________________________________________________
 OC1655  LAPLACE CORR-           3.52  (seconds)                    DEFLEC99
 OC1655  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 OC1655
 OC1655  HORZ ORDER  -  THIRD
 OC1655
 OC1655.The horizontal coordinates were established by classical geodetic methods
 OC1655.and adjusted by the National Geodetic Survey in March 1998..
 OC1655
 OC1655.The orthometric height was scaled from a topographic map.
 OC1655
 OC1655.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1655
 OC1655.The geoid height was determined by GEOID03.
 OC1655
 OC1655;                    North         East     Units Scale Factor Converg.
 OC1655;SPC ME W     -    91,340.542   893,385.670   MT  0.99996720   -0 03 23.8
 OC1655;UTM  19      - 4,834,368.257   399,311.726   MT  0.99972470   -0 51 43.4
 OC1655
 OC1655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1655!SPC ME W     -   1.00000397  x   0.99996720  =   0.99997117
 OC1655!UTM  19      -   1.00000397  x   0.99972470  =   0.99972867
 OC1655
 OC1655:                Primary Azimuth Mark                     Grid Az
 OC1655:SPC ME W     -  MARINE RAILWAY USE                       148 37 09.4
 OC1655:UTM  19      -  MARINE RAILWAY USE                       149 25 29.0
 OC1655
 OC1655|---------------------------------------------------------------------|
 OC1655| PID    Reference Object                     Distance      Geod. Az  |
 OC1655|                                                           dddmmss.s |
 OC1655| OC1623 MARINE RAILWAY USE                  APPROX. 0.7 KM 1483345.6 |
 OC1655|---------------------------------------------------------------------|
 OC1655
 OC1655                          SUPERSEDED SURVEY CONTROL
 OC1655
 OC1655  NAD 83(1992)-  43 39 19.78732(N)    070 14 55.18799(W) AD(       ) 3
 OC1655  NAD 83(1986)-  43 39 19.79336(N)    070 14 55.19352(W) AD(       ) 3
 OC1655  NAD 27      -  43 39 19.52000(N)    070 14 57.04000(W) AD(       ) 3
 OC1655
 OC1655.Superseded values are not recommended for survey control.
 OC1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1655.See file dsdata.txt to determine how the superseded data were derived.
 OC1655
 OC1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9931234368(NAD 83)
 OC1655
 OC1655  HISTORY     - Date     Condition        Report By
 OC1655  HISTORY     - UNK      MONUMENTED
 OC1655  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1655
 OC1655                          STATION DESCRIPTION
 OC1655
 OC1655'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1655'STATION LOST.  AUTHORITY OF U.S.E. OFFICE PORTLAND,
 OC1655'MAINE.  STATION ESTABLISHED BY U.S.E. IN 1909.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0992 ***********************************************************************
 PD0992  DESIGNATION -  CUTLER USN RAD STA TOWER S 7
 PD0992  PID         -  PD0992
 PD0992  STATE/COUNTY-  ME/WASHINGTON
 PD0992  USGS QUAD   -  MACHIAS BAY (1993)
 PD0992
 PD0992                         *CURRENT SURVEY CONTROL
 PD0992  ___________________________________________________________________
 PD0992* NAD 83(1996)-  44 37 48.10948(N)    067 17 03.80850(W)     ADJUSTED  
 PD0992* NAVD 88     -                                                        
 PD0992  ___________________________________________________________________
 PD0992  LAPLACE CORR-           4.86  (seconds)                    DEFLEC99
 PD0992  GEOID HEIGHT-         -22.53  (meters)                     GEOID03
 PD0992
 PD0992  HORZ ORDER  -  THIRD
 PD0992
 PD0992.The horizontal coordinates were established by classical geodetic methods
 PD0992.and adjusted by the National Geodetic Survey in March 1998..
 PD0992
 PD0992
 PD0992.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0992
 PD0992.The geoid height was determined by GEOID03.
 PD0992
 PD0992;                    North         East     Units Scale Factor Converg.
 PD0992;SPC ME E     -   107,752.460   396,452.169   MT  1.00001437   +0 51 14.6
 PD0992;UTM  19      - 4,943,284.335   636,083.848   MT  0.99982773   +1 12 19.6
 PD0992
 PD0992                          SUPERSEDED SURVEY CONTROL
 PD0992
 PD0992  NAD 83(1992)-  44 37 48.10581(N)    067 17 03.80588(W) AD(       ) 4
 PD0992  NAD 83(1986)-  44 37 48.10194(N)    067 17 03.80825(W) AD(       ) 4
 PD0992  NAD 27      -  44 37 47.83040(N)    067 17 05.84325(W) AD(       ) 3
 PD0992
 PD0992.Superseded values are not recommended for survey control.
 PD0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0992.See file dsdata.txt to determine how the superseded data were derived.
 PD0992
 PD0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK3608443284(NAD 83)
 PD0992_MARKER: 43 = RADIO/TV TOWER
 PD0992
 PD0992  HISTORY     - Date     Condition        Report By
 PD0992  HISTORY     - 1960     FIRST OBSERVED   CGS
 PD0992
 PD0992                          STATION DESCRIPTION
 PD0992
 PD0992'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0993 ***********************************************************************
 PD0993  DESIGNATION -  CUTLER USN RAD STA TOWER S 5
 PD0993  PID         -  PD0993
 PD0993  STATE/COUNTY-  ME/WASHINGTON
 PD0993  USGS QUAD   -  MACHIAS BAY (1993)
 PD0993
 PD0993                         *CURRENT SURVEY CONTROL
 PD0993  ___________________________________________________________________
 PD0993* NAD 83(1996)-  44 37 48.29639(N)    067 16 21.36867(W)     ADJUSTED  
 PD0993* NAVD 88     -                                                        
 PD0993  ___________________________________________________________________
 PD0993  LAPLACE CORR-           3.66  (seconds)                    DEFLEC99
 PD0993  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 PD0993
 PD0993  HORZ ORDER  -  THIRD
 PD0993
 PD0993.The horizontal coordinates were established by classical geodetic methods
 PD0993.and adjusted by the National Geodetic Survey in March 1998..
 PD0993
 PD0993
 PD0993.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0993
 PD0993.The geoid height was determined by GEOID03.
 PD0993
 PD0993;                    North         East     Units Scale Factor Converg.
 PD0993;SPC ME E     -   107,772.241   397,387.467   MT  1.00001660   +0 51 44.4
 PD0993;UTM  19      - 4,943,309.846   637,018.832   MT  0.99983087   +1 12 49.4
 PD0993
 PD0993                          SUPERSEDED SURVEY CONTROL
 PD0993
 PD0993  NAD 83(1992)-  44 37 48.29284(N)    067 16 21.36606(W) AD(       ) 4
 PD0993  NAD 83(1986)-  44 37 48.28903(N)    067 16 21.36899(W) AD(       ) 4
 PD0993  NAD 27      -  44 37 48.01685(N)    067 16 23.38772(W) AD(       ) 3
 PD0993
 PD0993.Superseded values are not recommended for survey control.
 PD0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0993.See file dsdata.txt to determine how the superseded data were derived.
 PD0993
 PD0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK3701943310(NAD 83)
 PD0993_MARKER: 43 = RADIO/TV TOWER
 PD0993
 PD0993  HISTORY     - Date     Condition        Report By
 PD0993  HISTORY     - 1960     FIRST OBSERVED   CGS
 PD0993
 PD0993                          STATION DESCRIPTION
 PD0993
 PD0993'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0995 ***********************************************************************
 PD0995  DESIGNATION -  CUTLER USN RAD STA TOWER S 0
 PD0995  PID         -  PD0995
 PD0995  STATE/COUNTY-  ME/WASHINGTON
 PD0995  USGS QUAD   -  MACHIAS BAY (1993)
 PD0995
 PD0995                         *CURRENT SURVEY CONTROL
 PD0995  ___________________________________________________________________
 PD0995* NAD 83(1996)-  44 38 14.44997(N)    067 16 42.82822(W)     ADJUSTED  
 PD0995* NAVD 88     -                                                        
 PD0995  ___________________________________________________________________
 PD0995  LAPLACE CORR-           4.76  (seconds)                    DEFLEC99
 PD0995  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 PD0995
 PD0995  HORZ ORDER  -  THIRD
 PD0995
 PD0995.The horizontal coordinates were established by classical geodetic methods
 PD0995.and adjusted by the National Geodetic Survey in March 1998..
 PD0995
 PD0995
 PD0995.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0995
 PD0995.The geoid height was determined by GEOID03.
 PD0995
 PD0995;                    North         East     Units Scale Factor Converg.
 PD0995;SPC ME E     -   108,572.368   396,902.401   MT  1.00001544   +0 51 29.8
 PD0995;UTM  19      - 4,944,106.836   636,528.960   MT  0.99982923   +1 12 34.9
 PD0995
 PD0995                          SUPERSEDED SURVEY CONTROL
 PD0995
 PD0995  NAD 83(1992)-  44 38 14.44638(N)    067 16 42.82579(W) AD(       ) 4
 PD0995  NAD 83(1986)-  44 38 14.44253(N)    067 16 42.82825(W) AD(       ) 4
 PD0995  NAD 27      -  44 38 14.17132(N)    067 16 44.85855(W) AD(       ) 3
 PD0995
 PD0995.Superseded values are not recommended for survey control.
 PD0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0995.See file dsdata.txt to determine how the superseded data were derived.
 PD0995
 PD0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK3652944107(NAD 83)
 PD0995_MARKER: 43 = RADIO/TV TOWER
 PD0995
 PD0995  HISTORY     - Date     Condition        Report By
 PD0995  HISTORY     - 1960     FIRST OBSERVED   CGS
 PD0995
 PD0995                          STATION DESCRIPTION
 PD0995
 PD0995'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0996 ***********************************************************************
 PD0996  DESIGNATION -  CUTLER USN RAD STA TOWER N 0
 PD0996  PID         -  PD0996
 PD0996  STATE/COUNTY-  ME/WASHINGTON
 PD0996  USGS QUAD   -  MACHIAS BAY (1993)
 PD0996
 PD0996                         *CURRENT SURVEY CONTROL
 PD0996  ___________________________________________________________________
 PD0996* NAD 83(1996)-  44 39 08.68191(N)    067 17 06.40577(W)     ADJUSTED  
 PD0996* NAVD 88     -                                                        
 PD0996  ___________________________________________________________________
 PD0996  LAPLACE CORR-           5.44  (seconds)                    DEFLEC99
 PD0996  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 PD0996
 PD0996  HORZ ORDER  -  THIRD
 PD0996
 PD0996.The horizontal coordinates were established by classical geodetic methods
 PD0996.and adjusted by the National Geodetic Survey in March 1998..
 PD0996
 PD0996
 PD0996.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0996
 PD0996.The geoid height was determined by GEOID03.
 PD0996
 PD0996;                    North         East     Units Scale Factor Converg.
 PD0996;SPC ME E     -   110,238.475   396,357.867   MT  1.00001414   +0 51 14.0
 PD0996;UTM  19      - 4,945,769.261   635,974.318   MT  0.99982737   +1 12 19.5
 PD0996
 PD0996                          SUPERSEDED SURVEY CONTROL
 PD0996
 PD0996  NAD 83(1992)-  44 39 08.67823(N)    067 17 06.40329(W) AD(       ) 4
 PD0996  NAD 83(1986)-  44 39 08.67435(N)    067 17 06.40574(W) AD(       ) 4
 PD0996  NAD 27      -  44 39 08.40578(N)    067 17 08.44167(W) AD(       ) 3
 PD0996
 PD0996.Superseded values are not recommended for survey control.
 PD0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0996.See file dsdata.txt to determine how the superseded data were derived.
 PD0996
 PD0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK3597445769(NAD 83)
 PD0996_MARKER: 43 = RADIO/TV TOWER
 PD0996
 PD0996  HISTORY     - Date     Condition        Report By
 PD0996  HISTORY     - 1960     FIRST OBSERVED   CGS
 PD0996
 PD0996                          STATION DESCRIPTION
 PD0996
 PD0996'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0997 ***********************************************************************
 PD0997  DESIGNATION -  CUTLER USN RAD STA TOWER N 11
 PD0997  PID         -  PD0997
 PD0997  STATE/COUNTY-  ME/WASHINGTON
 PD0997  USGS QUAD   -  MACHIAS BAY (1993)
 PD0997
 PD0997                         *CURRENT SURVEY CONTROL
 PD0997  ___________________________________________________________________
 PD0997* NAD 83(1996)-  44 39 33.82525(N)    067 17 30.14392(W)     ADJUSTED  
 PD0997* NAVD 88     -                                                        
 PD0997  ___________________________________________________________________
 PD0997  LAPLACE CORR-           5.64  (seconds)                    DEFLEC99
 PD0997  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 PD0997
 PD0997  HORZ ORDER  -  THIRD
 PD0997
 PD0997.The horizontal coordinates were established by classical geodetic methods
 PD0997.and adjusted by the National Geodetic Survey in March 1998..
 PD0997
 PD0997
 PD0997.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0997
 PD0997.The geoid height was determined by GEOID03.
 PD0997
 PD0997;                    North         East     Units Scale Factor Converg.
 PD0997;SPC ME E     -   111,006.752   395,823.369   MT  1.00001288   +0 50 57.7
 PD0997;UTM  19      - 4,946,534.101   635,435.217   MT  0.99982557   +1 12 03.3
 PD0997
 PD0997                          SUPERSEDED SURVEY CONTROL
 PD0997
 PD0997  NAD 83(1992)-  44 39 33.82158(N)    067 17 30.14130(W) AD(       ) 4
 PD0997  NAD 83(1986)-  44 39 33.81782(N)    067 17 30.14376(W) AD(       ) 4
 PD0997  NAD 27      -  44 39 33.53823(N)    067 17 32.18869(W) AD(       ) 3
 PD0997
 PD0997.Superseded values are not recommended for survey control.
 PD0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0997.See file dsdata.txt to determine how the superseded data were derived.
 PD0997
 PD0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK3543546534(NAD 83)
 PD0997_MARKER: 43 = RADIO/TV TOWER
 PD0997
 PD0997  HISTORY     - Date     Condition        Report By
 PD0997  HISTORY     - 1960     FIRST OBSERVED   CGS
 PD0997
 PD0997                          STATION DESCRIPTION
 PD0997
 PD0997'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0999 ***********************************************************************
 PD0999  DESIGNATION -  CUTLER USN RAD STA WATER TANK
 PD0999  PID         -  PD0999
 PD0999  STATE/COUNTY-  ME/WASHINGTON
 PD0999  USGS QUAD   -  MACHIAS BAY (1993)
 PD0999
 PD0999                         *CURRENT SURVEY CONTROL
 PD0999  ___________________________________________________________________
 PD0999* NAD 83(1996)-  44 41 56.95377(N)    067 17 46.62872(W)     ADJUSTED  
 PD0999* NAVD 88     -                                                        
 PD0999  ___________________________________________________________________
 PD0999  LAPLACE CORR-           6.17  (seconds)                    DEFLEC99
 PD0999  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 PD0999
 PD0999  HORZ ORDER  -  THIRD
 PD0999
 PD0999.The horizontal coordinates were established by classical geodetic methods
 PD0999.and adjusted by the National Geodetic Survey in March 1998..
 PD0999
 PD0999
 PD0999.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0999
 PD0999.The geoid height was determined by GEOID03.
 PD0999
 PD0999;                    North         East     Units Scale Factor Converg.
 PD0999;SPC ME E     -   115,419.069   395,394.955   MT  1.00001187   +0 50 48.3
 PD0999;UTM  19      - 4,950,942.878   634,979.814   MT  0.99982405   +1 11 54.8
 PD0999
 PD0999                          SUPERSEDED SURVEY CONTROL
 PD0999
 PD0999  NAD 83(1992)-  44 41 56.94999(N)    067 17 46.62627(W) AD(       ) 4
 PD0999  NAD 83(1986)-  44 41 56.94603(N)    067 17 46.62866(W) AD(       ) 4
 PD0999  NAD 27      -  44 41 56.67560(N)    067 17 48.67470(W) AD(       ) 3
 PD0999
 PD0999.Superseded values are not recommended for survey control.
 PD0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0999.See file dsdata.txt to determine how the superseded data were derived.
 PD0999
 PD0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK3498050943(NAD 83)
 PD0999_MARKER: 53 = ELEVATED TANK
 PD0999
 PD0999  HISTORY     - Date     Condition        Report By
 PD0999  HISTORY     - 1960     FIRST OBSERVED   CGS
 PD0999
 PD0999                          STATION DESCRIPTION
 PD0999
 PD0999'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HRL)
 PD0999'STATION IS LOCATED ABOUT 5-1/2 MILES SOUTHEAST OF EAST MACHIAS,
 PD0999'ABOUT 5-1/2 MILES NORTHWEST OF CUTLER AND 5 MILES EAST OF
 PD0999'MACHIASPORT AT THE SITE OF THE RADIO STATION HEADQUARTERS, WHICH
 PD0999'IS UNDER CONSTRUCTION AT THE PRESENT TIME.
 PD0999'
 PD0999'STATION IS OF STEEL CONSTRUCTION, ABOUT 120 FEET HIGH AND
 PD0999'PAINTED SILVER.  THE POINT INTERSECTED WAS THE BALL FINIAL.
 PD0999'
 PD0999'TO REACH STATION FROM THE POST OFFICE IN EAST MACHIAS GO
 PD0999'SOUTHEASTERLY ON STATE HIGHWAY 191 FOR 7.25 MILES TO STATION ON
 PD0999'THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0556 ***********************************************************************
 OB0556  DESIGNATION -  CUTTINGS DRUMMOND BARN W END
 OB0556  PID         -  OB0556
 OB0556  STATE/COUNTY-  ME/SAGADAHOC
 OB0556  USGS QUAD   -  PHIPPSBURG (1957)
 OB0556
 OB0556                         *CURRENT SURVEY CONTROL
 OB0556  ___________________________________________________________________
 OB0556* NAD 83(1996)-  43 50 20.02720(N)    069 48 55.93385(W)     ADJUSTED  
 OB0556* NAVD 88     -                                                        
 OB0556  ___________________________________________________________________
 OB0556  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 OB0556  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 OB0556
 OB0556  HORZ ORDER  -  THIRD
 OB0556
 OB0556.The horizontal coordinates were established by classical geodetic methods
 OB0556.and adjusted by the National Geodetic Survey in March 1998..
 OB0556
 OB0556
 OB0556.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0556
 OB0556.The geoid height was determined by GEOID03.
 OB0556
 OB0556;                    North         East     Units Scale Factor Converg.
 OB0556;SPC ME W     -   111,773.555   928,237.918   MT  0.99997647   +0 14 35.5
 OB0556;UTM  19      - 4,854,302.868   434,438.275   MT  0.99965287   -0 33 53.6
 OB0556
 OB0556                          SUPERSEDED SURVEY CONTROL
 OB0556
 OB0556  NAD 83(1992)-  43 50 20.02553(N)    069 48 55.93224(W) AD(       ) 4
 OB0556  NAD 83(1986)-  43 50 20.03112(N)    069 48 55.93767(W) AD(       ) 4
 OB0556  NAD 27      -  43 50 19.73700(N)    069 48 57.76100(W) AD(       ) 3
 OB0556
 OB0556.Superseded values are not recommended for survey control.
 OB0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0556.See file dsdata.txt to determine how the superseded data were derived.
 OB0556
 OB0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3443854303(NAD 83)
 OB0556
 OB0556  HISTORY     - Date     Condition        Report By
 OB0556  HISTORY     - 1856     MONUMENTED       CGS
 OB0556  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0556
 OB0556                          STATION DESCRIPTION
 OB0556
 OB0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1856 (BH)
 OB0556'THE W GABLE END OF DRUMMOND CUTTINGS BARN ON THE ROAD FROM BATH TO
 OB0556'PHIPPSBURG, ABOUT 5 MILES FROM BATH.
 OB0556
 OB0556                          STATION RECOVERY (1942)
 OB0556
 OB0556'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OB0556'THE W GABLE END OF DRUMMOND CUTTINGS BARN ON THE ROAD FROM BATH
 OB0556'TO PHIPPSBURG, ABOUT 5 MILES FROM BATH.  APPARENTLY THE OLD
 OB0556'FOUNDATION OF THIS BARN WAS FOUND AND WAS PRICKED ON THE AIR
 OB0556'PHOTOGRAPHS.  IF THIS LOCATION CAN BE IDENTIFIED BY THE AIR
 OB0556'COMPILATION OFFICE THE STATION SHOULD BE LISTED AS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1225 ***********************************************************************
 OC1225  DESIGNATION -  CUTTS RM 2
 OC1225  PID         -  OC1225
 OC1225  STATE/COUNTY-  ME/YORK
 OC1225  USGS QUAD   -  YORK HARBOR (1993)
 OC1225
 OC1225                         *CURRENT SURVEY CONTROL
 OC1225  ___________________________________________________________________
 OC1225* NAD 83(1986)-  43 08 10.     (N)    070 42 33.     (W)     SCALED    
 OC1225* NAVD 88     -        18.354  (meters)      60.22   (feet)  ADJUSTED  
 OC1225  ___________________________________________________________________
 OC1225  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 OC1225  DYNAMIC HT  -          18.351 (meters)      60.21  (feet)  COMP
 OC1225  MODELED GRAV-     980,464.7   (mgal)                       NAVD 88
 OC1225
 OC1225  VERT ORDER  -  SECOND    CLASS I
 OC1225
 OC1225.The horizontal coordinates were scaled from a topographic map and have
 OC1225.an estimated accuracy of +/- 6 seconds.
 OC1225
 OC1225.The orthometric height was determined by differential leveling
 OC1225.and adjusted by the National Geodetic Survey in June 1991..
 OC1225
 OC1225.The geoid height was determined by GEOID03.
 OC1225
 OC1225.The dynamic height is computed by dividing the NAVD 88
 OC1225.geopotential number by the normal gravity value computed on the
 OC1225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1225.degrees latitude (g = 980.6199 gals.).
 OC1225
 OC1225.The modeled gravity was interpolated from observed gravity values.
 OC1225
 OC1225;                    North         East    Units  Estimated Accuracy
 OC1225;SPC ME W     -    33,780.      855,860.      MT  (+/- 180 meters Scaled)
 OC1225
 OC1225                          SUPERSEDED SURVEY CONTROL
 OC1225
 OC1225  NGVD 29 (??/??/92)   18.584  (m)           60.97   (f) ADJ UNCH    2 1
 OC1225
 OC1225.Superseded values are not recommended for survey control.
 OC1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1225.See file dsdata.txt to determine how the superseded data were derived.
 OC1225
 OC1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH609773(NAD 83)
 OC1225_MARKER: DD = SURVEY DISK
 OC1225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC1225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OC1225_STAMPING: CUTTS RM-2 1974
 OC1225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC1225+STABILITY: SURFACE MOTION
 OC1225
 OC1225  HISTORY     - Date     Condition        Report By
 OC1225  HISTORY     - 1974     MONUMENTED       MEDT
 OC1225  HISTORY     - 1975     GOOD             MEDT
 OC1225  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 OC1225
 OC1225                          STATION DESCRIPTION
 OC1225
 OC1225'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 OC1225'3.10 MI SW FROM YORK.
 OC1225'ABOUT 3.10 MILES SOUTHWEST ALONG I-95 SOUTHBOUND FROM TOLL GATE NO. 1
 OC1225'(YORK) AND ALSO ABOUT 0.05 MILE SOUTHWEST OF THE KITTERY-YORK TOWN
 OC1225'LINE, A DISK SET FLUSH ON THE TOP OF A CYLINDRICAL CONCRETE POST
 OC1225'PROJECTING 4-INCHES ABOVE GROUND, 123 FEET NORTHWEST OF THE CENTERLINE
 OC1225'OF I-95 SOUTHBOUND, 13 FEET NORTHWEST OF THE TOP OF BANK, 10 FEET
 OC1225'SOUTH OF WOODS LINE AND 1.5 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.
 OC1225'NOTE-- ALSO, 90.48 FEET WEST OF THE STATION MARK.
 OC1225
 OC1225                          STATION RECOVERY (1989)
 OC1225
 OC1225'RECOVERY NOTE BY US POWER SQUADRON 1989 (RSR)
 OC1225'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0014 ***********************************************************************
 QG0014  DESIGNATION -  CX 3
 QG0014  PID         -  QG0014
 QG0014  STATE/COUNTY-  ME/AROOSTOOK
 QG0014  USGS QUAD   -  POTTER HILL (1988)
 QG0014
 QG0014                         *CURRENT SURVEY CONTROL
 QG0014  ___________________________________________________________________
 QG0014* NAD 83(1986)-  45 36 35.     (N)    068 06 29.     (W)     SCALED    
 QG0014* NAVD 88     -        98.537  (meters)     323.28   (feet)  ADJUSTED  
 QG0014  ___________________________________________________________________
 QG0014  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 QG0014  DYNAMIC HT  -          98.538 (meters)     323.29  (feet)  COMP
 QG0014  MODELED GRAV-     980,625.0   (mgal)                       NAVD 88
 QG0014
 QG0014  VERT ORDER  -  FIRST     CLASS II
 QG0014
 QG0014.The horizontal coordinates were scaled from a topographic map and have
 QG0014.an estimated accuracy of +/- 6 seconds.
 QG0014
 QG0014.The orthometric height was determined by differential leveling
 QG0014.and adjusted by the National Geodetic Survey in June 1991..
 QG0014
 QG0014.The geoid height was determined by GEOID03.
 QG0014
 QG0014.The dynamic height is computed by dividing the NAVD 88
 QG0014.geopotential number by the normal gravity value computed on the
 QG0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0014.degrees latitude (g = 980.6199 gals.).
 QG0014
 QG0014.The modeled gravity was interpolated from observed gravity values.
 QG0014
 QG0014;                    North         East    Units  Estimated Accuracy
 QG0014;SPC ME E     -   215,980.      330,570.      MT  (+/- 180 meters Scaled)
 QG0014
 QG0014                          SUPERSEDED SURVEY CONTROL
 QG0014
 QG0014  NGVD 29 (??/??/92)   98.714  (m)          323.86   (f) ADJ UNCH    1 2
 QG0014
 QG0014.Superseded values are not recommended for survey control.
 QG0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0014.See file dsdata.txt to determine how the superseded data were derived.
 QG0014
 QG0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL695510(NAD 83)
 QG0014_MARKER: DD = SURVEY DISK
 QG0014_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QG0014_SP_SET: ABUTMENT
 QG0014_STAMPING: 323.864 CX3
 QG0014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG0014
 QG0014  HISTORY     - Date     Condition        Report By
 QG0014  HISTORY     - UNK      MONUMENTED       USGS
 QG0014  HISTORY     - 1916     GOOD             NGS
 QG0014  HISTORY     - 1934     GOOD             NGS
 QG0014
 QG0014                          STATION DESCRIPTION
 QG0014
 QG0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1916
 QG0014'3.7 MI SW FROM WYTOPITLOCK.
 QG0014'ABOUT 3.7 MILES SOUTHWEST ALONG THE MAINE CENTRAL RAILROD FROM
 QG0014'WYTOPITLOCK, AROOSTOOK COUNTY, 5 RAILS SOUTHWEST OF MILEPOST
 QG0014'V42-P209, AT STONE ABUTMENT BRIDGE, IN THE SOUTHEAST END OF THE
 QG0014'NORTHEAST ABUTMENT, IN THE SECOND COURSE OF STONE FROM THE TOP,
 QG0014'AND ABOUT 9 FEET SOUTHEAST OF THE SOUTHEAST RAIL.  A UNITED STATES
 QG0014'GEOLOGICAL SURVEY DISK.  STAMPED, 323.864 CX3
 QG0014
 QG0014                          STATION RECOVERY (1934)
 QG0014
 QG0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QG0014'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0022 ***********************************************************************
 QH0022  DESIGNATION -  D
 QH0022  PID         -  QH0022
 QH0022  STATE/COUNTY-  ME/FRANKLIN
 QH0022  USGS QUAD   -  BOUNDARY POND (1970)
 QH0022
 QH0022                         *CURRENT SURVEY CONTROL
 QH0022  ___________________________________________________________________
 QH0022* NAD 83(1986)-  45 32 42.     (N)    070 41 08.     (W)     SCALED    
 QH0022* NAVD 88     -       560.782  (meters)    1839.83   (feet)  ADJUSTED  
 QH0022  ___________________________________________________________________
 QH0022  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 QH0022  DYNAMIC HT  -         560.732 (meters)    1839.67  (feet)  COMP
 QH0022  MODELED GRAV-     980,508.6   (mgal)                       NAVD 88
 QH0022
 QH0022  VERT ORDER  -  FIRST     CLASS II
 QH0022
 QH0022.The horizontal coordinates were scaled from a topographic map and have
 QH0022.an estimated accuracy of +/- 6 seconds.
 QH0022
 QH0022.The orthometric height was determined by differential leveling
 QH0022.and adjusted by the National Geodetic Survey in June 1991..
 QH0022
 QH0022.The geoid height was determined by GEOID03.
 QH0022
 QH0022.The dynamic height is computed by dividing the NAVD 88
 QH0022.geopotential number by the normal gravity value computed on the
 QH0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QH0022.degrees latitude (g = 980.6199 gals.).
 QH0022
 QH0022.The modeled gravity was interpolated from observed gravity values.
 QH0022
 QH0022;                    North         East    Units  Estimated Accuracy
 QH0022;SPC ME W     -   301,430.      859,480.      MT  (+/- 180 meters Scaled)
 QH0022
 QH0022                          SUPERSEDED SURVEY CONTROL
 QH0022
 QH0022  NGVD 29 (??/??/92)  560.976  (m)         1840.47   (f) ADJ UNCH    1 2
 QH0022
 QH0022.Superseded values are not recommended for survey control.
 QH0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0022.See file dsdata.txt to determine how the superseded data were derived.
 QH0022
 QH0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL684448(NAD 83)
 QH0022_MARKER: DB = BENCH MARK DISK
 QH0022_SETTING: 80 = SET IN A BOULDER
 QH0022_SP_SET: BOULDER
 QH0022_STAMPING: ELEV 1840.469 FT D 1916
 QH0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0022+STABILITY: SURFACE MOTION
 QH0022
 QH0022  HISTORY     - Date     Condition        Report By
 QH0022  HISTORY     - 1916     MONUMENTED       CGS
 QH0022  HISTORY     - 1934     GOOD             NGS
 QH0022
 QH0022                          STATION DESCRIPTION
 QH0022
 QH0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1916
 QH0022'0.1 MI SE FROM BOUNDARY.
 QH0022'IN FRANKLIN COUNTY, 0.1 MILE SOUTHEAST ALONG THE CANADIAN PACIFIC
 QH0022'RAILWAY FROM THE UNITED STATES-CANADA BOUNDARY LINE NEAR
 QH0022'BOUNDARY, QUEBEC, 14 YARDS NORTHEAST OF THE CENTER LINE OF THE
 QH0022'TRACK, IN THE TOP OF A 7- BY 9-FOOT BOULDER, AND ABOUT 3 FEET
 QH0022'ABOVE THE GROUND.  A STANDARD DISK, STAMPED ELEV 1840.469 FT D
 QH0022'1916.
 QH0022
 QH0022                          STATION RECOVERY (1934)
 QH0022
 QH0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QH0022'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0053 ***********************************************************************
 SF0053  DESIGNATION -  D 10
 SF0053  PID         -  SF0053
 SF0053  STATE/COUNTY-  ME/AROOSTOOK
 SF0053  USGS QUAD   -  FORT KENT SOUTH (1985)
 SF0053
 SF0053                         *CURRENT SURVEY CONTROL
 SF0053  ___________________________________________________________________
 SF0053* NAD 83(1986)-  47 09 31.     (N)    068 34 36.     (W)     SCALED    
 SF0053* NAVD 88     -       179.826  (meters)     589.98   (feet)  POSTED    
 SF0053  ___________________________________________________________________
 SF0053  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 SF0053  DYNAMIC HT  -         179.850 (meters)     590.06  (feet)  COMP
 SF0053  MODELED GRAV-     980,731.7   (mgal)                       NAVD 88
 SF0053
 SF0053  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 SF0053
 SF0053.The horizontal coordinates were scaled from a topographic map and have
 SF0053.an estimated accuracy of +/- 6 seconds.
 SF0053
 SF0053.The orthometric height was determined by differential leveling
 SF0053.and adjusted by the National Geodetic Survey in 1992..
 SF0053.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 SF0053.rate of 1.1 thru 2.0 mm/km.
 SF0053
 SF0053.The geoid height was determined by GEOID03.
 SF0053
 SF0053.The dynamic height is computed by dividing the NAVD 88
 SF0053.geopotential number by the normal gravity value computed on the
 SF0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0053.degrees latitude (g = 980.6199 gals.).
 SF0053
 SF0053.The modeled gravity was interpolated from observed gravity values.
 SF0053
 SF0053;                    North         East    Units  Estimated Accuracy
 SF0053;SPC ME E     -   388,060.      294,190.      MT  (+/- 180 meters Scaled)
 SF0053
 SF0053                          SUPERSEDED SURVEY CONTROL
 SF0053
 SF0053  NGVD 29 (??/??/92)  179.949  (m)          590.38   (f) ADJ UNCH    1 2
 SF0053
 SF0053.Superseded values are not recommended for survey control.
 SF0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0053.See file dsdata.txt to determine how the superseded data were derived.
 SF0053
 SF0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN320228(NAD 83)
 SF0053_MARKER: DB = BENCH MARK DISK
 SF0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SF0053_STAMPING: 590.383 D 10 1927
 SF0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF0053+STABILITY: SURFACE MOTION
 SF0053
 SF0053  HISTORY     - Date     Condition        Report By
 SF0053  HISTORY     - 1927     MONUMENTED       CGS
 SF0053  HISTORY     - 1934     GOOD             NGS
 SF0053  HISTORY     - 1978     MARK NOT FOUND   NGS
 SF0053  HISTORY     - 1984     MARK NOT FOUND   LOCSUR
 SF0053
 SF0053                          STATION DESCRIPTION
 SF0053
 SF0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 SF0053'AT SOLIDER POND.
 SF0053'AT SOLIDER POND, AROOSTOOK COUNTY, ON THE BANGOR AND AROOSTOOK
 SF0053'RAILROAD, 30 RAILS NORTH OF THE STATION, ONE RAIL SOUTH OF THE
 SF0053'NORTH END OF THE NORTH WAREHOUSE ON THE RIGHT-OF-WAY, 45.8 FEET
 SF0053'EAST OF THE EAST RAIL, 3.5 FEET WEST OF THE EAST RIGHT-OF-WAY
 SF0053'FENCE, AND 9.8 FEET SOUTH OF THE SOUTH GATEPOST OF A BOARD GATE
 SF0053'IN THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 590.383 D
 SF0053'10 1927 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 SF0053'ABOVE GROUND.  NOTE-- THE WAREHOUSE HAS BEEN ADDED TO MAKING THE
 SF0053'MARK 1/2 RAIL S OF THE N END OF THE NORTH WAREHOUSE.
 SF0053
 SF0053                          STATION RECOVERY (1934)
 SF0053
 SF0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 SF0053'RECOVERED IN GOOD CONDITION.
 SF0053
 SF0053                          STATION RECOVERY (1978)
 SF0053
 SF0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 SF0053'MARK NOT FOUND.
 SF0053
 SF0053                          STATION RECOVERY (1984)
 SF0053
 SF0053'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 SF0053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0873 ***********************************************************************
 QG0873  DESIGNATION -  D 100
 QG0873  PID         -  QG0873
 QG0873  STATE/COUNTY-  ME/SOMERSET
 QG0873  USGS QUAD   -  BRASSUA LAKE EAST (1988)
 QG0873
 QG0873                         *CURRENT SURVEY CONTROL
 QG0873  ___________________________________________________________________
 QG0873* NAD 83(1986)-  45 39 43.     (N)    069 48 01.     (W)     SCALED    
 QG0873* NAVD 88     -       344.554  (meters)    1130.42   (feet)  ADJUSTED  
 QG0873  ___________________________________________________________________
 QG0873  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 QG0873  DYNAMIC HT  -         344.544 (meters)    1130.39  (feet)  COMP
 QG0873  MODELED GRAV-     980,576.5   (mgal)                       NAVD 88
 QG0873
 QG0873  VERT ORDER  -  FIRST     CLASS II
 QG0873
 QG0873.The horizontal coordinates were scaled from a topographic map and have
 QG0873.an estimated accuracy of +/- 6 seconds.
 QG0873
 QG0873.The orthometric height was determined by differential leveling
 QG0873.and adjusted by the National Geodetic Survey in June 1991..
 QG0873.WARNING-Repeat measurements at this control monument indicate possible
 QG0873.vertical movement.
 QG0873
 QG0873.The geoid height was determined by GEOID03.
 QG0873
 QG0873.The dynamic height is computed by dividing the NAVD 88
 QG0873.geopotential number by the normal gravity value computed on the
 QG0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0873.degrees latitude (g = 980.6199 gals.).
 QG0873
 QG0873.The modeled gravity was interpolated from observed gravity values.
 QG0873
 QG0873;                    North         East    Units  Estimated Accuracy
 QG0873;SPC ME W     -   314,360.      928,550.      MT  (+/- 180 meters Scaled)
 QG0873
 QG0873                          SUPERSEDED SURVEY CONTROL
 QG0873
 QG0873  NGVD 29 (??/??/92)  344.688  (m)         1130.86   (f) ADJ UNCH    1 2
 QG0873
 QG0873.Superseded values are not recommended for survey control.
 QG0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0873.See file dsdata.txt to determine how the superseded data were derived.
 QG0873
 QG0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL376568(NAD 83)
 QG0873_MARKER: DB = BENCH MARK DISK
 QG0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0873_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0873_STAMPING: D 100 1953
 QG0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0873+STABILITY: SURFACE MOTION
 QG0873
 QG0873  HISTORY     - Date     Condition        Report By
 QG0873  HISTORY     - 1953     MONUMENTED       CGS
 QG0873  HISTORY     - 1977     MARK NOT FOUND   LOCENG
 QG0873  HISTORY     - 1978     GOOD             NGS
 QG0873
 QG0873                          STATION DESCRIPTION
 QG0873
 QG0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0873'1.8 MI SW FROM ROCKWOOD.
 QG0873'1.8 MILES SOUTHWEST ALONG STATE HIGHWAY 15 FROM BRIDGE OVER
 QG0873'MOOSE RIVER AT ROCKWOOD, 36 FEET SOUTHEAST OF CENTER LINE OF
 QG0873'HIGHWAY, 71 FEET SOUTH AND ACROSS HIGHWAY FROM ROCKWOOD-TAUNTON
 QG0873'RAYNHAM TOWN LINE POST, 77 1/2 FEET EAST-SOUTHEAST OF SOUTHEAST
 QG0873'END OF A 2-FOOT WOODEN CULVERT UNDER HIGHWAY, 11 FEET
 QG0873'NORTH-NORTHWEST OF A TRIANGULAR BLAZED 8-INCH BALSAM TREE,
 QG0873'ABOUT 1 FOOT ABOVE LEVEL OF HIGHWAY AND SET IN THE TOP OF A
 QG0873'CONCRETE POST PROJECTING 4 INCHES.
 QG0873
 QG0873                          STATION RECOVERY (1977)
 QG0873
 QG0873'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 QG0873'MARK NOT FOUND.
 QG0873
 QG0873                          STATION RECOVERY (1978)
 QG0873
 QG0873'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0873'0.45 MILES NORTHWEST ALONG LAKE STREET FROM THE ROCKWOOD POST OFFICE
 QG0873'THENCE 3.55 MILES WEST ALONG STATE HIGHWAY 6, 33.0 FT. SOUTHEAST
 QG0873'OF THE CENTER LINE OF THE HIGHWAY, 73.3 FT. SOUTH AND ACROSS THE
 QG0873'HIGHWAY FROM THE ROCKWOOD-TAUNTON RAYNHAM TOWN LINE POST, 73.0 FT.
 QG0873'EAST-SOUTHEAST AND ACROSS THE HIGHWAY FROM POWER POLE 38 103 WITH
 QG0873'ONE BRACE POLE AND POWER LINES LEADING NORTHEAST, SOUTHWEST AND
 QG0873'NORTHWEST, 14.0 FT. EAST OF THE SOUTHEAST END OF AN 18 INCH METAL
 QG0873'CULVERT UNDER THE HIGHWAY, 11.0 FT. NORTH-NORTHWEST OF A TRIANGULAR
 QG0873'BLAZED 11 INCH BALSAM TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0028 ***********************************************************************
 RF0028  DESIGNATION -  D 101
 RF0028  PID         -  RF0028
 RF0028  STATE/COUNTY-  ME/AROOSTOOK
 RF0028  USGS QUAD   -  ASHLAND (1986)
 RF0028
 RF0028                         *CURRENT SURVEY CONTROL
 RF0028  ___________________________________________________________________
 RF0028* NAD 83(1986)-  46 37 58.     (N)    068 29 34.     (W)     SCALED    
 RF0028* NAVD 88     -       219.860  (meters)     721.32   (feet)  ADJUSTED  
 RF0028  ___________________________________________________________________
 RF0028  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 RF0028  DYNAMIC HT  -         219.880 (meters)     721.39  (feet)  COMP
 RF0028  MODELED GRAV-     980,701.3   (mgal)                       NAVD 88
 RF0028
 RF0028  VERT ORDER  -  FIRST     CLASS II
 RF0028
 RF0028.The horizontal coordinates were scaled from a topographic map and have
 RF0028.an estimated accuracy of +/- 6 seconds.
 RF0028
 RF0028.The orthometric height was determined by differential leveling
 RF0028.and adjusted by the National Geodetic Survey in June 1991..
 RF0028
 RF0028.The geoid height was determined by GEOID03.
 RF0028
 RF0028.The dynamic height is computed by dividing the NAVD 88
 RF0028.geopotential number by the normal gravity value computed on the
 RF0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0028.degrees latitude (g = 980.6199 gals.).
 RF0028
 RF0028.The modeled gravity was interpolated from observed gravity values.
 RF0028
 RF0028;                    North         East    Units  Estimated Accuracy
 RF0028;SPC ME E     -   329,610.      300,550.      MT  (+/- 180 meters Scaled)
 RF0028
 RF0028                          SUPERSEDED SURVEY CONTROL
 RF0028
 RF0028  NGVD 29 (??/??/92)  220.032  (m)          721.89   (f) ADJ UNCH    1 2
 RF0028
 RF0028.Superseded values are not recommended for survey control.
 RF0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0028.See file dsdata.txt to determine how the superseded data were derived.
 RF0028
 RF0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM388644(NAD 83)
 RF0028_MARKER: DB = BENCH MARK DISK
 RF0028_SETTING: 80 = SET IN A BOULDER
 RF0028_SP_SET: BOULDER
 RF0028_STAMPING: D 101 1953
 RF0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0028+STABILITY: SURFACE MOTION
 RF0028
 RF0028  HISTORY     - Date     Condition        Report By
 RF0028  HISTORY     - 1953     MONUMENTED       CGS
 RF0028  HISTORY     - 1978     GOOD             NGS
 RF0028
 RF0028                          STATION DESCRIPTION
 RF0028
 RF0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0028'4 MI W FROM ASHLAND.
 RF0028'ABOUT 0.3 MILE WEST ALONG STATE HIGHWAY 11 FROM THE BANGOR AND
 RF0028'AROOSTOOK RAILROAD STATION AT ASHLAND, THENCE ABOUT 0.6 MILE
 RF0028'SOUTHWEST ALONG A BLACK TOP ROAD, THENCE ABOUT 3.15 MILES WEST
 RF0028'ALONG A PRIVATE GRAVEL ROAD, ABOUT 0.35 MILE WEST OF A WOODEN
 RF0028'BRIDGE OVER FOURMILE BROOK, ABOUT 47 YARDS EAST OF A BREAK IN
 RF0028'GRADE, 36 FEET SOUTH OF CENTER LINE OF ROAD, 17 YARDS EAST OF
 RF0028'JUNCTION OF A TRAIL LEADING SOUTH, IN THE TOP OF THE HIGHEST
 RF0028'POINT OF A ROUNDED 8 BY 6 FOOT EMBEDDED BOULDER WHICH IS
 RF0028'PROJECTING ABOUT 3 FEET ABOVE GROUND AND ABOUT 5 FEET ABOVE
 RF0028'LEVEL OF ROAD.
 RF0028
 RF0028                          STATION RECOVERY (1978)
 RF0028
 RF0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 RF0028'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0216 ***********************************************************************
 RF0216  DESIGNATION -  D 102
 RF0216  PID         -  RF0216
 RF0216  STATE/COUNTY-  ME/PISCATAQUIS
 RF0216  USGS QUAD   -  FIFTH MUSQUACOOK LAKE (1986)
 RF0216
 RF0216                         *CURRENT SURVEY CONTROL
 RF0216  ___________________________________________________________________
 RF0216* NAD 83(1986)-  46 30 31.     (N)    069 05 38.     (W)     SCALED    
 RF0216* NAVD 88     -       455.961  (meters)    1495.93   (feet)  ADJUSTED  
 RF0216  ___________________________________________________________________
 RF0216  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 RF0216  DYNAMIC HT  -         455.981 (meters)    1496.00  (feet)  COMP
 RF0216  MODELED GRAV-     980,643.3   (mgal)                       NAVD 88
 RF0216
 RF0216  VERT ORDER  -  SECOND    CLASS 0
 RF0216
 RF0216.The horizontal coordinates were scaled from a topographic map and have
 RF0216.an estimated accuracy of +/- 6 seconds.
 RF0216
 RF0216.The orthometric height was determined by differential leveling
 RF0216.and adjusted by the National Geodetic Survey in June 1991..
 RF0216
 RF0216.The geoid height was determined by GEOID03.
 RF0216
 RF0216.The dynamic height is computed by dividing the NAVD 88
 RF0216.geopotential number by the normal gravity value computed on the
 RF0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0216.degrees latitude (g = 980.6199 gals.).
 RF0216
 RF0216.The modeled gravity was interpolated from observed gravity values.
 RF0216
 RF0216;                    North         East    Units  Estimated Accuracy
 RF0216;SPC ME E     -   315,980.      254,420.      MT  (+/- 180 meters Scaled)
 RF0216
 RF0216                          SUPERSEDED SURVEY CONTROL
 RF0216
 RF0216  NGVD 29 (??/??/92)  456.146  (m)         1496.54   (f) ADJ UNCH    2 0
 RF0216
 RF0216.Superseded values are not recommended for survey control.
 RF0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0216.See file dsdata.txt to determine how the superseded data were derived.
 RF0216
 RF0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM927505(NAD 83)
 RF0216_MARKER: DB = BENCH MARK DISK
 RF0216_SETTING: 66 = SET IN ROCK OUTCROP
 RF0216_SP_SET: ROCK OUTCROP
 RF0216_STAMPING: D 102 1953
 RF0216_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0216+STABILITY: POSITION/ELEVATION WELL
 RF0216
 RF0216  HISTORY     - Date     Condition        Report By
 RF0216  HISTORY     - 1953     MONUMENTED       CGS
 RF0216  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 RF0216
 RF0216                          STATION DESCRIPTION
 RF0216
 RF0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0216'43.4 MI W FROM ASHLAND.
 RF0216'ABOUT 0.3 MILE WEST ALONG STATE HIGHWAY 11 FROM THE BANGOR AND
 RF0216'AROOSTOOK RAILROAD STATION AT ASHLAND, THENCE ABOUT 0.6 MILE
 RF0216'SOUTHWEST ALONG A BLACK TOP ROAD, THENCE ABOUT 42.45 MILES WEST
 RF0216'AND SOUTHWEST ALONG A PRIVATE GRAVEL ROAD, ABOUT 0.25 MILE
 RF0216'SOUTHWEST OF PEAKED MOUNTAIN POND, 35 FEET NORTHWEST OF CENTER
 RF0216'LINE OF ROAD, IN THE TOP OF THE HIGHEST POINT OF AN UPENDED 12
 RF0216'BY 4-FOOT SLATE OUTCROP, AND ABOUT 3 FEET ABOVE LEVEL OF ROAD.
 RF0216
 RF0216                          STATION RECOVERY (1984)
 RF0216
 RF0216'RECOVERY NOTE BY US POWER SQUADRON 1984 (JHS)
 RF0216'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0899 ***********************************************************************
 QG0899  DESIGNATION -  D 103
 QG0899  PID         -  QG0899
 QG0899  STATE/COUNTY-  ME/SOMERSET
 QG0899  USGS QUAD   -  SEBOOMOOK LAKE WEST (1989)
 QG0899
 QG0899                         *CURRENT SURVEY CONTROL
 QG0899  ___________________________________________________________________
 QG0899* NAD 83(1986)-  45 54 03.     (N)    069 58 30.     (W)     SCALED    
 QG0899* NAVD 88     -       334.796  (meters)    1098.41   (feet)  ADJUSTED  
 QG0899  ___________________________________________________________________
 QG0899  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 QG0899  DYNAMIC HT  -         334.789 (meters)    1098.39  (feet)  COMP
 QG0899  MODELED GRAV-     980,587.2   (mgal)                       NAVD 88
 QG0899
 QG0899  VERT ORDER  -  SECOND    CLASS 0
 QG0899
 QG0899.The horizontal coordinates were scaled from a topographic map and have
 QG0899.an estimated accuracy of +/- 6 seconds.
 QG0899
 QG0899.The orthometric height was determined by differential leveling
 QG0899.and adjusted by the National Geodetic Survey in June 1991..
 QG0899
 QG0899.The geoid height was determined by GEOID03.
 QG0899
 QG0899.The dynamic height is computed by dividing the NAVD 88
 QG0899.geopotential number by the normal gravity value computed on the
 QG0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0899.degrees latitude (g = 980.6199 gals.).
 QG0899
 QG0899.The modeled gravity was interpolated from observed gravity values.
 QG0899
 QG0899;                    North         East    Units  Estimated Accuracy
 QG0899;SPC ME W     -   340,870.      914,870.      MT  (+/- 180 meters Scaled)
 QG0899
 QG0899                          SUPERSEDED SURVEY CONTROL
 QG0899
 QG0899  NGVD 29 (??/??/92)  334.961  (m)         1098.95   (f) ADJ UNCH    2 0
 QG0899
 QG0899.Superseded values are not recommended for survey control.
 QG0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0899.See file dsdata.txt to determine how the superseded data were derived.
 QG0899
 QG0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL243834(NAD 83)
 QG0899_MARKER: DB = BENCH MARK DISK
 QG0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0899_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0899_STAMPING: D 103 1953
 QG0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0899+STABILITY: SURFACE MOTION
 QG0899
 QG0899  HISTORY     - Date     Condition        Report By
 QG0899  HISTORY     - 1953     MONUMENTED       CGS
 QG0899
 QG0899                          STATION DESCRIPTION
 QG0899
 QG0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0899'1 MI NW FROM PITTSTON FARM.
 QG0899'1.0 MILE NORTHWEST ALONG A PRIVATE GRAVEL ROAD FROM BRIDGE OVER
 QG0899'SOUTH BRANCH PENOBSCOT RIVER AT PITTSTON FARM, ABOUT 0.65 MILE
 QG0899'NORTHWEST OF A ROAD SOUTHWEST TO CANADA FALLS DAM, 28 FEET
 QG0899'SOUTHWEST OF CENTER LINE OF ROAD, 52 FEET WEST OF CENTER OF JUNCTION
 QG0899'OF A DIM TRAIL NORTHEAST, 45 FEET SOUTHWEST AND ACROSS ROAD FROM
 QG0899'TELEPHONE POLE NO. 44, 44 FEET NORTHWEST OF A TRIANGULAR BLAZED
 QG0899'16-INCH MAPLE TREE, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS
 QG0899'POST, ABOUT 1 1/2 FEET ABOVE LEVEL OF ROAD AND SET IN THE TOP
 QG0899'OF A CONCRETE POST PROJECTING 4 ICNHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0940 ***********************************************************************
 QG0940  DESIGNATION -  D 104
 QG0940  PID         -  QG0940
 QG0940  STATE/COUNTY-  ME/SOMERSET
 QG0940  USGS QUAD   -  TOMHEGAN POND (1989)
 QG0940
 QG0940                         *CURRENT SURVEY CONTROL
 QG0940  ___________________________________________________________________
 QG0940* NAD 83(1986)-  45 52 24.     (N)    069 55 05.     (W)     SCALED    
 QG0940* NAVD 88     -       352.468  (meters)    1156.39   (feet)  ADJUSTED  
 QG0940  ___________________________________________________________________
 QG0940  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 QG0940  DYNAMIC HT  -         352.461 (meters)    1156.37  (feet)  COMP
 QG0940  MODELED GRAV-     980,584.7   (mgal)                       NAVD 88
 QG0940
 QG0940  VERT ORDER  -  SECOND    CLASS 0
 QG0940
 QG0940.The horizontal coordinates were scaled from a topographic map and have
 QG0940.an estimated accuracy of +/- 6 seconds.
 QG0940
 QG0940.The orthometric height was determined by differential leveling
 QG0940.and adjusted by the National Geodetic Survey in June 1991..
 QG0940
 QG0940.The geoid height was determined by GEOID03.
 QG0940
 QG0940.The dynamic height is computed by dividing the NAVD 88
 QG0940.geopotential number by the normal gravity value computed on the
 QG0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0940.degrees latitude (g = 980.6199 gals.).
 QG0940
 QG0940.The modeled gravity was interpolated from observed gravity values.
 QG0940
 QG0940;                    North         East    Units  Estimated Accuracy
 QG0940;SPC ME W     -   337,820.      919,300.      MT  (+/- 180 meters Scaled)
 QG0940
 QG0940                          SUPERSEDED SURVEY CONTROL
 QG0940
 QG0940  NGVD 29 (??/??/92)  352.629  (m)         1156.92   (f) ADJ UNCH    2 0
 QG0940
 QG0940.Superseded values are not recommended for survey control.
 QG0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0940.See file dsdata.txt to determine how the superseded data were derived.
 QG0940
 QG0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL287803(NAD 83)
 QG0940_MARKER: DB = BENCH MARK DISK
 QG0940_SETTING: 66 = SET IN ROCK OUTCROP
 QG0940_SP_SET: ROCK LEDGE
 QG0940_STAMPING: D 104 1953
 QG0940_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0940+STABILITY: POSITION/ELEVATION WELL
 QG0940
 QG0940  HISTORY     - Date     Condition        Report By
 QG0940  HISTORY     - 1953     MONUMENTED       CGS
 QG0940  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QG0940
 QG0940                          STATION DESCRIPTION
 QG0940
 QG0940'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0940'4.2 MI SE FROM PITTSTON FARM.
 QG0940'3.4 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE BRIDGE OVER
 QG0940'SOUTH BRANCH PENOBSCOT RIVER AT PITTSTON FARM, THENCE ABOUT
 QG0940'0.8 MILE NORTHEAST ALONG A GRAVEL ROAD LEADING TO SEBOOMOOK
 QG0940'DAM, ON A GRADE DECENDING EAST-NORTHEAST, IN THE TOP OF AN OUTCROPPING
 QG0940'ROCK LEDGE, 24 FEET SOUTH OF CENTER LINE OF ROAD, 60 FEET
 QG0940'SOUTH AND ACROSS ROAD FROM A TRIANGULAR BLAZED 20-INCH BIRCH
 QG0940'TREE, 24 FEET WEST-SOUTHWEST OF TELEPHONE POLE NO. 63, AND ABOUT
 QG0940'LEVEL WITH ROAD.
 QG0940
 QG0940                          STATION RECOVERY (1985)
 QG0940
 QG0940'RECOVERY NOTE BY US POWER SQUADRON 1985 (JHS)
 QG0940'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0950 ***********************************************************************
 QG0950  DESIGNATION -  D 105
 QG0950  PID         -  QG0950
 QG0950  STATE/COUNTY-  ME/SOMERSET
 QG0950  USGS QUAD   -  SEBOOMOOK (1989)
 QG0950
 QG0950                         *CURRENT SURVEY CONTROL
 QG0950  ___________________________________________________________________
 QG0950* NAD 83(1986)-  45 55 09.     (N)    069 44 52.     (W)     SCALED    
 QG0950* NAVD 88     -       334.295  (meters)    1096.77   (feet)  ADJUSTED  
 QG0950  ___________________________________________________________________
 QG0950  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 QG0950  DYNAMIC HT  -         334.292 (meters)    1096.76  (feet)  COMP
 QG0950  MODELED GRAV-     980,597.3   (mgal)                       NAVD 88
 QG0950
 QG0950  VERT ORDER  -  SECOND    CLASS 0
 QG0950
 QG0950.The horizontal coordinates were scaled from a topographic map and have
 QG0950.an estimated accuracy of +/- 6 seconds.
 QG0950
 QG0950.The orthometric height was determined by differential leveling
 QG0950.and adjusted by the National Geodetic Survey in June 1991..
 QG0950
 QG0950.The geoid height was determined by GEOID03.
 QG0950
 QG0950.The dynamic height is computed by dividing the NAVD 88
 QG0950.geopotential number by the normal gravity value computed on the
 QG0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0950.degrees latitude (g = 980.6199 gals.).
 QG0950
 QG0950.The modeled gravity was interpolated from observed gravity values.
 QG0950
 QG0950;                    North         East    Units  Estimated Accuracy
 QG0950;SPC ME W     -   342,970.      932,500.      MT  (+/- 180 meters Scaled)
 QG0950
 QG0950                          SUPERSEDED SURVEY CONTROL
 QG0950
 QG0950  NGVD 29 (??/??/92)  334.459  (m)         1097.30   (f) ADJ UNCH    2 0
 QG0950
 QG0950.Superseded values are not recommended for survey control.
 QG0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0950.See file dsdata.txt to determine how the superseded data were derived.
 QG0950
 QG0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL420853(NAD 83)
 QG0950_MARKER: DB = BENCH MARK DISK
 QG0950_SETTING: 66 = SET IN ROCK OUTCROP
 QG0950_SP_SET: ROCK LEDGE
 QG0950_STAMPING: D 105 1953
 QG0950_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0950+STABILITY: POSITION/ELEVATION WELL
 QG0950
 QG0950  HISTORY     - Date     Condition        Report By
 QG0950  HISTORY     - 1953     MONUMENTED       CGS
 QG0950
 QG0950                          STATION DESCRIPTION
 QG0950
 QG0950'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0950'1 MI NW FROM SEBOOMOOK DAM.
 QG0950'1.0 MILE NORTHWEST ALONG A GRAVEL ROAD LEADING TO CAUCOMGOMOC
 QG0950'LAKE FROM SEBOOMOOK DAM, IN THE TOP AND ABOUT 4 1/2 FEET
 QG0950'SOUTHWEST OF THE NORTHEAST END OF A ROCK LEDGE THAT HAS AN
 QG0950'EXPOSED AREA THAT IS ABOUT 4 BY 12 FEET, 20 FEET NORTHEAST
 QG0950'OF THE CENTER LINE OF THE ROAD, 52 FEET NORTH-NORTHEAST OF A
 QG0950'9-INCH BIRCH TREE WITH TRIANGULAR BLAZE, 24 1/2 FEET NORTHWEST
 QG0950'OF A TELEPHONE POLE, 1 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0923 ***********************************************************************
 QG0923  DESIGNATION -  D 106
 QG0923  PID         -  QG0923
 QG0923  STATE/COUNTY-  ME/SOMERSET
 QG0923  USGS QUAD   -  SEBOOMOOK (1989)
 QG0923
 QG0923                         *CURRENT SURVEY CONTROL
 QG0923  ___________________________________________________________________
 QG0923* NAD 83(1986)-  45 55 02.     (N)    069 40 52.     (W)     SCALED    
 QG0923* NAVD 88     -       303.959  (meters)     997.24   (feet)  ADJUSTED  
 QG0923  ___________________________________________________________________
 QG0923  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 QG0923  DYNAMIC HT  -         303.958 (meters)     997.24  (feet)  COMP
 QG0923  MODELED GRAV-     980,602.1   (mgal)                       NAVD 88
 QG0923
 QG0923  VERT ORDER  -  SECOND    CLASS 0
 QG0923
 QG0923.The horizontal coordinates were scaled from a topographic map and have
 QG0923.an estimated accuracy of +/- 6 seconds.
 QG0923
 QG0923.The orthometric height was determined by differential leveling
 QG0923.and adjusted by the National Geodetic Survey in June 1991..
 QG0923
 QG0923.The geoid height was determined by GEOID03.
 QG0923
 QG0923.The dynamic height is computed by dividing the NAVD 88
 QG0923.geopotential number by the normal gravity value computed on the
 QG0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0923.degrees latitude (g = 980.6199 gals.).
 QG0923
 QG0923.The modeled gravity was interpolated from observed gravity values.
 QG0923
 QG0923;                    North         East    Units  Estimated Accuracy
 QG0923;SPC ME W     -   342,780.      937,670.      MT  (+/- 180 meters Scaled)
 QG0923
 QG0923                          SUPERSEDED SURVEY CONTROL
 QG0923
 QG0923  NGVD 29 (??/??/92)  304.124  (m)          997.78   (f) ADJ UNCH    2 0
 QG0923
 QG0923.Superseded values are not recommended for survey control.
 QG0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0923.See file dsdata.txt to determine how the superseded data were derived.
 QG0923
 QG0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL471850(NAD 83)
 QG0923_MARKER: DB = BENCH MARK DISK
 QG0923_SETTING: 66 = SET IN ROCK OUTCROP
 QG0923_SP_SET: ROCK LEDGE
 QG0923_STAMPING: D 106 1953
 QG0923_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0923+STABILITY: POSITION/ELEVATION WELL
 QG0923
 QG0923  HISTORY     - Date     Condition        Report By
 QG0923  HISTORY     - 1953     MONUMENTED       CGS
 QG0923
 QG0923                          STATION DESCRIPTION
 QG0923
 QG0923'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0923'3 MI E FROM SEBOOMOOK DAM.
 QG0923'2.95 MILES EAST ALONG A GRAVEL ROAD LEADING TO NORTHEAST
 QG0923'CARRY FROM SEBOOMOOK DAM, ABOUT 0.7 MILE WEST OF THE JUNCTION
 QG0923'OF A ROAD LEADING EAST-NORTHEAST, IN THE TOP OF THE EAST SIDE
 QG0923'OF A ROCK LEDGE ABOUT 30 BY 12 FEET, 42 FEET NORTH OF CENTER
 QG0923'LINE OF ROAD, 78 FEET NORTH-NORTHEAST AND ACROSS ROAD FROM A
 QG0923'TELEPHONE POLE, 26 FEET WEST-NORTHWEST OF A TRIANGULAR BLAZED
 QG0923'7-INCH BALSAM TREE, 22 FEET NORTH OF A TRIANGULAR BLAZED
 QG0923'10-INCH BALSAM TREE, AND ABOUT 1 1/2 FEET BELOW LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0284 ***********************************************************************
 RF0284  DESIGNATION -  D 107
 RF0284  PID         -  RF0284
 RF0284  STATE/COUNTY-  ME/PISCATAQUIS
 RF0284  USGS QUAD   -  CAUCOMGOMOC LAKE WEST (1989)
 RF0284
 RF0284                         *CURRENT SURVEY CONTROL
 RF0284  ___________________________________________________________________
 RF0284* NAD 83(1986)-  46 11 00.     (N)    069 43 08.     (W)     SCALED    
 RF0284* NAVD 88     -       475.747  (meters)    1560.85   (feet)  ADJUSTED  
 RF0284  ___________________________________________________________________
 RF0284  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 RF0284  DYNAMIC HT  -         475.757 (meters)    1560.88  (feet)  COMP
 RF0284  MODELED GRAV-     980,619.0   (mgal)                       NAVD 88
 RF0284
 RF0284  VERT ORDER  -  SECOND    CLASS 0
 RF0284
 RF0284.The horizontal coordinates were scaled from a topographic map and have
 RF0284.an estimated accuracy of +/- 6 seconds.
 RF0284
 RF0284.The orthometric height was determined by differential leveling
 RF0284.and adjusted by the National Geodetic Survey in June 1991..
 RF0284
 RF0284.The geoid height was determined by GEOID03.
 RF0284
 RF0284.The dynamic height is computed by dividing the NAVD 88
 RF0284.geopotential number by the normal gravity value computed on the
 RF0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0284.degrees latitude (g = 980.6199 gals.).
 RF0284
 RF0284.The modeled gravity was interpolated from observed gravity values.
 RF0284
 RF0284;                    North         East    Units  Estimated Accuracy
 RF0284;SPC ME E     -   280,370.      205,900.      MT  (+/- 180 meters Scaled)
 RF0284
 RF0284                          SUPERSEDED SURVEY CONTROL
 RF0284
 RF0284  NGVD 29 (??/??/92)  475.914  (m)         1561.39   (f) ADJ UNCH    2 0
 RF0284
 RF0284.Superseded values are not recommended for survey control.
 RF0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0284.See file dsdata.txt to determine how the superseded data were derived.
 RF0284
 RF0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM445146(NAD 83)
 RF0284_MARKER: DB = BENCH MARK DISK
 RF0284_SETTING: 66 = SET IN ROCK OUTCROP
 RF0284_SP_SET: ROCK LEDGE
 RF0284_STAMPING: D 107 1953
 RF0284_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0284+STABILITY: POSITION/ELEVATION WELL
 RF0284
 RF0284  HISTORY     - Date     Condition        Report By
 RF0284  HISTORY     - 1953     MONUMENTED       CGS
 RF0284
 RF0284                          STATION DESCRIPTION
 RF0284
 RF0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0284'23.1 MI N FROM SEBOOMOOK DAM.
 RF0284'ABOUT 23.1 MILES NORTHWEST AND NORTH ALONG A GRAVEL ROAD LEADING
 RF0284'TO CAUCOMGOMOC LAKE FROM SEBOOMOOK DAM, ABOUT 0.75 MILE NORTHEAST
 RF0284'OF A ROAD LEADING SOUTHEAST, ABOUT 0.4 MILE SOUTHWEST OF A ROAD
 RF0284'LEADING SOUTHEAST, SET IN THE TOP OF A ROCK LEDGE WITH EXPOSED
 RF0284'SURFACE ABOUT 5 BY 5-FEET, 25 FEET NORTHWEST OF CENTER LINE OF
 RF0284'ROAD, 9 FEET NORTH-NORTHEAST OF A TRIANGULAR BLAZED 8-INCH
 RF0284'BALSAM TREE, 5 1/2 FEET NORTHWEST OF A TRIANGULAR BLAZED 6-INCH
 RF0284'BALSAM TREE, 108 FEET NORTHEAST OF THE TP OF A GRADE AND ABOUT
 RF0284'6 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0195 ***********************************************************************
 RF0195  DESIGNATION -  D 108
 RF0195  PID         -  RF0195
 RF0195  STATE/COUNTY-  ME/AROOSTOOK
 RF0195  USGS QUAD   -  MOOSELEUK LAKE (1985)
 RF0195
 RF0195                         *CURRENT SURVEY CONTROL
 RF0195  ___________________________________________________________________
 RF0195* NAD 83(1986)-  46 34 28.     (N)    068 55 41.     (W)     SCALED    
 RF0195* NAVD 88     -       337.059  (meters)    1105.83   (feet)  ADJUSTED  
 RF0195  ___________________________________________________________________
 RF0195  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 RF0195  DYNAMIC HT  -         337.078 (meters)    1105.90  (feet)  COMP
 RF0195  MODELED GRAV-     980,661.8   (mgal)                       NAVD 88
 RF0195
 RF0195  VERT ORDER  -  SECOND    CLASS 0
 RF0195
 RF0195.The horizontal coordinates were scaled from a topographic map and have
 RF0195.an estimated accuracy of +/- 6 seconds.
 RF0195
 RF0195.The orthometric height was determined by differential leveling
 RF0195.and adjusted by the National Geodetic Survey in June 1991..
 RF0195
 RF0195.The geoid height was determined by GEOID03.
 RF0195
 RF0195.The dynamic height is computed by dividing the NAVD 88
 RF0195.geopotential number by the normal gravity value computed on the
 RF0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0195.degrees latitude (g = 980.6199 gals.).
 RF0195
 RF0195.The modeled gravity was interpolated from observed gravity values.
 RF0195
 RF0195;                    North         East    Units  Estimated Accuracy
 RF0195;SPC ME E     -   323,210.      267,190.      MT  (+/- 180 meters Scaled)
 RF0195
 RF0195                          SUPERSEDED SURVEY CONTROL
 RF0195
 RF0195  NGVD 29 (??/??/92)  337.249  (m)         1106.46   (f) ADJ UNCH    2 0
 RF0195
 RF0195.Superseded values are not recommended for survey control.
 RF0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0195.See file dsdata.txt to determine how the superseded data were derived.
 RF0195
 RF0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM055578(NAD 83)
 RF0195_MARKER: DB = BENCH MARK DISK
 RF0195_SETTING: 80 = SET IN A BOULDER
 RF0195_SP_SET: BOULDER
 RF0195_STAMPING: D 108 1953
 RF0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0195+STABILITY: SURFACE MOTION
 RF0195
 RF0195  HISTORY     - Date     Condition        Report By
 RF0195  HISTORY     - 1953     MONUMENTED       CGS
 RF0195
 RF0195                          STATION DESCRIPTION
 RF0195
 RF0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0195'30.2 MI W FROM ASHLAND.
 RF0195'0.3 MILE WEST ALONG STATE HIGHWAY 11 FROM THE BANGOR AND
 RF0195'AROOSTOOK RAILROAD STATION AT ASHLAND, THENCE ABOUT 0.6 MILE
 RF0195'SOUTHWEST ALONG A BLACK TOP ROAD, THENCE ABOUT 29.25 MILES WEST
 RF0195'AND SOUTH WEST ALONG A PRIVATE GRAVEL ROAD, ABOUT 0.1 MILE
 RF0195'SOUTH OF A BRIDGE OVER BLIND BROOK, ABOUT 0.15 MILE NORTH OF
 RF0195'A POST MARKING TOWNSHIP LINE BETWEEN T 10 R 9 AND T 11 R 9 AND
 RF0195'THE PISCATAQUIS-AROOSTOOK COUNTY LINE, 15 FEET EAST OF CENTER
 RF0195'LINE OF ROAD, IN THE TOP OF A 2-FOOT HIGH 5 BY 4 FOOT EMBEDDED
 RF0195'BOULDER, 3 FEET EAST OF WEST POINT OF BOULDER AND ABOUT 1/2 FOOT
 RF0195'ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0347 ***********************************************************************
 RF0347  DESIGNATION -  D 109
 RF0347  PID         -  RF0347
 RF0347  STATE/COUNTY-  ME/AROOSTOOK
 RF0347  USGS QUAD   -  MARY L POND (1986)
 RF0347
 RF0347                         *CURRENT SURVEY CONTROL
 RF0347  ___________________________________________________________________
 RF0347* NAD 83(1986)-  46 42 56.     (N)    069 49 57.     (W)     SCALED    
 RF0347* NAVD 88     -       370.235  (meters)    1214.68   (feet)  ADJUSTED  
 RF0347  ___________________________________________________________________
 RF0347  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 RF0347  DYNAMIC HT  -         370.250 (meters)    1214.73  (feet)  COMP
 RF0347  MODELED GRAV-     980,643.8   (mgal)                       NAVD 88
 RF0347
 RF0347  VERT ORDER  -  SECOND    CLASS 0
 RF0347
 RF0347.The horizontal coordinates were scaled from a topographic map and have
 RF0347.an estimated accuracy of +/- 6 seconds.
 RF0347
 RF0347.The orthometric height was determined by differential leveling
 RF0347.and adjusted by the National Geodetic Survey in June 1991..
 RF0347
 RF0347.The geoid height was determined by GEOID03.
 RF0347
 RF0347.The dynamic height is computed by dividing the NAVD 88
 RF0347.geopotential number by the normal gravity value computed on the
 RF0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0347.degrees latitude (g = 980.6199 gals.).
 RF0347
 RF0347.The modeled gravity was interpolated from observed gravity values.
 RF0347
 RF0347;                    North         East    Units  Estimated Accuracy
 RF0347;SPC ME E     -   339,670.      198,130.      MT  (+/- 180 meters Scaled)
 RF0347
 RF0347                          SUPERSEDED SURVEY CONTROL
 RF0347
 RF0347  NGVD 29 (??/??/92)  370.410  (m)         1215.25   (f) ADJ UNCH    2 0
 RF0347
 RF0347.Superseded values are not recommended for survey control.
 RF0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0347.See file dsdata.txt to determine how the superseded data were derived.
 RF0347
 RF0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM363738(NAD 83)
 RF0347_MARKER: DB = BENCH MARK DISK
 RF0347_SETTING: 80 = SET IN A BOULDER
 RF0347_SP_SET: BOULDER
 RF0347_STAMPING: D 109 1953
 RF0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0347+STABILITY: SURFACE MOTION
 RF0347
 RF0347  HISTORY     - Date     Condition        Report By
 RF0347  HISTORY     - 1953     MONUMENTED       CGS
 RF0347  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 RF0347
 RF0347                          STATION DESCRIPTION
 RF0347
 RF0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0347'8.8 MI E FROM LAC FRONTIERE.
 RF0347'ABOUT 8.75 MILES EAST ALONG A PRIVATE GRAVEL ROAD LEADING TO
 RF0347'CLAYTON LAKE FROM THE JUNCTION OF ROUTE 24 AT LAC FRONTIERE, ABOUT
 RF0347'0.15 MILE EAST OF A LOG CULVERT FOR A SMALL BROOK, ABOUT 0.1 MILE
 RF0347'EAST OF AN OLD CAMP SITE, 42 YARDS EAST OF A WINTER ROAD LEADING
 RF0347'SOUTH, 48 FEET NORTH OF CENTER LINE OF ROAD AT A LOW PLACE IN
 RF0347'ROAD, IN THE TOP OF THE HIGHEST POINT OF A 1 1/2-FOOT HIGH 6 BY
 RF0347'4-FOOT PARTLY BURIED BOULDER AND ABOUT 1 1/2 FEET BELOW LEVEL OF
 RF0347'ROAD.
 RF0347
 RF0347                          STATION RECOVERY (1984)
 RF0347
 RF0347'RECOVERY NOTE BY US POWER SQUADRON 1984 (RR)
 RF0347'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0013 ***********************************************************************
 RF0013  DESIGNATION -  D 11
 RF0013  PID         -  RF0013
 RF0013  STATE/COUNTY-  ME/AROOSTOOK
 RF0013  USGS QUAD   -  SQUA PAN (1986)
 RF0013
 RF0013                         *CURRENT SURVEY CONTROL
 RF0013  ___________________________________________________________________
 RF0013* NAD 83(1986)-  46 33 50.     (N)    068 22 38.     (W)     SCALED    
 RF0013* NAVD 88     -       167.180  (meters)     548.49   (feet)  ADJUSTED  
 RF0013  ___________________________________________________________________
 RF0013  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 RF0013  DYNAMIC HT  -         167.196 (meters)     548.54  (feet)  COMP
 RF0013  MODELED GRAV-     980,706.2   (mgal)                       NAVD 88
 RF0013
 RF0013  VERT ORDER  -  FIRST     CLASS II
 RF0013
 RF0013.The horizontal coordinates were scaled from a topographic map and have
 RF0013.an estimated accuracy of +/- 6 seconds.
 RF0013
 RF0013.The orthometric height was determined by differential leveling
 RF0013.and adjusted by the National Geodetic Survey in June 1991..
 RF0013.WARNING-Repeat measurements at this control monument indicate possible
 RF0013.vertical movement.
 RF0013
 RF0013.The geoid height was determined by GEOID03.
 RF0013
 RF0013.The dynamic height is computed by dividing the NAVD 88
 RF0013.geopotential number by the normal gravity value computed on the
 RF0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0013.degrees latitude (g = 980.6199 gals.).
 RF0013
 RF0013.The modeled gravity was interpolated from observed gravity values.
 RF0013
 RF0013;                    North         East    Units  Estimated Accuracy
 RF0013;SPC ME E     -   321,960.      309,410.      MT  (+/- 180 meters Scaled)
 RF0013
 RF0013                          SUPERSEDED SURVEY CONTROL
 RF0013
 RF0013  NGVD 29 (??/??/92)  167.365  (m)          549.10   (f) ADJ UNCH    1 2
 RF0013
 RF0013.Superseded values are not recommended for survey control.
 RF0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0013.See file dsdata.txt to determine how the superseded data were derived.
 RF0013
 RF0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM477568(NAD 83)
 RF0013_MARKER: DB = BENCH MARK DISK
 RF0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RF0013_STAMPING: 548.545 D 11 1927
 RF0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0013+STABILITY: SURFACE MOTION
 RF0013
 RF0013  HISTORY     - Date     Condition        Report By
 RF0013  HISTORY     - 1927     MONUMENTED       CGS
 RF0013  HISTORY     - 1953     MARK NOT FOUND   USGS
 RF0013
 RF0013                          STATION DESCRIPTION
 RF0013
 RF0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 RF0013'AT SQUA PAN.
 RF0013'AT SQUA PAN, AROOSTOOK COUNTY, ON THE BANGOR AND AROOSTOOK
 RF0013'RAILROAD, 32 RAILS NORTH OF THE STATION, NORTHWEST OF THE
 RF0013'CROSSING OF STATE HIGHWAY 11, 55 FEET WEST OF THE CENTER LINE
 RF0013'OF THE HIGHWAY, 27.2 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND
 RF0013'9.6 FEET NORTH OF A RIGHT-OF-WAY FENCE CORNER.  A STANDARD DISK,
 RF0013'STAMPED 548.545 D 11 1927 AND SET IN THE TOP OF A CONCRETE POST
 RF0013'PROJECTING 4 INCHES ABOVE GROUND.
 RF0013
 RF0013                          STATION RECOVERY (1953)
 RF0013
 RF0013'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 RF0013'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0337 ***********************************************************************
 RF0337  DESIGNATION -  D 110
 RF0337  PID         -  RF0337
 RF0337  STATE/COUNTY-  ME/AROOSTOOK
 RF0337  USGS QUAD   -  NINEMILE BRIDGE (1986)
 RF0337
 RF0337                         *CURRENT SURVEY CONTROL
 RF0337  ___________________________________________________________________
 RF0337* NAD 83(1986)-  46 40 20.     (N)    069 40 52.     (W)     SCALED    
 RF0337* NAVD 88     -       383.919  (meters)    1259.57   (feet)  ADJUSTED  
 RF0337  ___________________________________________________________________
 RF0337  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 RF0337  DYNAMIC HT  -         383.936 (meters)    1259.63  (feet)  COMP
 RF0337  MODELED GRAV-     980,647.4   (mgal)                       NAVD 88
 RF0337
 RF0337  VERT ORDER  -  SECOND    CLASS 0
 RF0337
 RF0337.The horizontal coordinates were scaled from a topographic map and have
 RF0337.an estimated accuracy of +/- 6 seconds.
 RF0337
 RF0337.The orthometric height was determined by differential leveling
 RF0337.and adjusted by the National Geodetic Survey in June 1991..
 RF0337
 RF0337.The geoid height was determined by GEOID03.
 RF0337
 RF0337.The dynamic height is computed by dividing the NAVD 88
 RF0337.geopotential number by the normal gravity value computed on the
 RF0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0337.degrees latitude (g = 980.6199 gals.).
 RF0337
 RF0337.The modeled gravity was interpolated from observed gravity values.
 RF0337
 RF0337;                    North         East    Units  Estimated Accuracy
 RF0337;SPC ME E     -   334,670.      209,630.      MT  (+/- 180 meters Scaled)
 RF0337
 RF0337                          SUPERSEDED SURVEY CONTROL
 RF0337
 RF0337  NGVD 29 (??/??/92)  384.099  (m)         1260.16   (f) ADJ UNCH    2 0
 RF0337
 RF0337.Superseded values are not recommended for survey control.
 RF0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0337.See file dsdata.txt to determine how the superseded data were derived.
 RF0337
 RF0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM479689(NAD 83)
 RF0337_MARKER: DB = BENCH MARK DISK
 RF0337_SETTING: 66 = SET IN ROCK OUTCROP
 RF0337_SP_SET: ROCK RIDGE
 RF0337_STAMPING: D 110 1953
 RF0337_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0337+STABILITY: POSITION/ELEVATION WELL
 RF0337
 RF0337  HISTORY     - Date     Condition        Report By
 RF0337  HISTORY     - 1953     MONUMENTED       CGS
 RF0337  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 RF0337
 RF0337                          STATION DESCRIPTION
 RF0337
 RF0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0337'9.2 MI NW FROM CLAYTON LAKE.
 RF0337'ABOUT 9.2 MILES NORTHWEST ALONG A PRIVATE GRAVEL ROAD LEADING
 RF0337'TO LAC FRONTIERE FROM THE POST OFFICE AT CLAYTON LAKE, ABOUT
 RF0337'250 YARDS NORTHWEST OF THE CREST OF A HILL, IN A DENSE THICKET
 RF0337'OF UNDERBRUSH, IN THE TOP OF A NARROW ROCK RIDGE PROJECTING
 RF0337'ABOUT 1 FOOT ABOVE GROUND, 58 FEET NORTHEAST OF CENTER LINE OF
 RF0337'ROAD AND ABOUT 1 FOOT BELOW LEVEL OF ROAD.
 RF0337
 RF0337                          STATION RECOVERY (1984)
 RF0337
 RF0337'RECOVERY NOTE BY US POWER SQUADRON 1984 (RR)
 RF0337'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0639 ***********************************************************************
 QG0639  DESIGNATION -  D 111
 QG0639  PID         -  QG0639
 QG0639  STATE/COUNTY-  ME/PISCATAQUIS
 QG0639  USGS QUAD   -  KOKADJO (1988)
 QG0639
 QG0639                         *CURRENT SURVEY CONTROL
 QG0639  ___________________________________________________________________
 QG0639* NAD 83(1986)-  45 42 02.     (N)    069 25 12.     (W)     SCALED    
 QG0639* NAVD 88     -       415.393  (meters)    1362.84   (feet)  ADJUSTED  
 QG0639  ___________________________________________________________________
 QG0639  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 QG0639  DYNAMIC HT  -         415.380 (meters)    1362.79  (feet)  COMP
 QG0639  MODELED GRAV-     980,572.2   (mgal)                       NAVD 88
 QG0639
 QG0639  VERT ORDER  -  SECOND    CLASS 0
 QG0639
 QG0639.The horizontal coordinates were scaled from a topographic map and have
 QG0639.an estimated accuracy of +/- 6 seconds.
 QG0639
 QG0639.The orthometric height was determined by differential leveling
 QG0639.and adjusted by the National Geodetic Survey in June 1991..
 QG0639
 QG0639.The geoid height was determined by GEOID03.
 QG0639
 QG0639.The dynamic height is computed by dividing the NAVD 88
 QG0639.geopotential number by the normal gravity value computed on the
 QG0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0639.degrees latitude (g = 980.6199 gals.).
 QG0639
 QG0639.The modeled gravity was interpolated from observed gravity values.
 QG0639
 QG0639;                    North         East    Units  Estimated Accuracy
 QG0639;SPC ME E     -   226,410.      228,360.      MT  (+/- 180 meters Scaled)
 QG0639
 QG0639                          SUPERSEDED SURVEY CONTROL
 QG0639
 QG0639  NGVD 29 (??/??/92)  415.551  (m)         1363.35   (f) ADJ UNCH    2 0
 QG0639
 QG0639.Superseded values are not recommended for survey control.
 QG0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0639.See file dsdata.txt to determine how the superseded data were derived.
 QG0639
 QG0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL673608(NAD 83)
 QG0639_MARKER: DB = BENCH MARK DISK
 QG0639_SETTING: 80 = SET IN A BOULDER
 QG0639_SP_SET: BOULDER
 QG0639_STAMPING: D 111 1953
 QG0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0639+STABILITY: SURFACE MOTION
 QG0639
 QG0639  HISTORY     - Date     Condition        Report By
 QG0639  HISTORY     - 1953     MONUMENTED       CGS
 QG0639
 QG0639                          STATION DESCRIPTION
 QG0639
 QG0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0639'2.6 MI NE FROM KOKADJO.
 QG0639'2.6 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE POST OFFICE
 QG0639'AT KOKADJO, ABOUT 0.15 MILE NORTHEAST OF BOTTOM OF GRADES AND
 QG0639'A CULVERT FOR A SMALL BROOK, ON SOUTHWEST SLOPE OF A LONG
 QG0639'HILL IN WOODS, SET IN THE TOP OF THE SOUTH SLOPE OF A
 QG0639'TRIANGULAR SHAPED BOULDER WHICH IS THE HIGHEST ONE IN A GROUP
 QG0639'OF SEVERAL LARGE BOULDERS, AT THE EDGE OF AN ABANDONED AND
 QG0639'OVERGROWN BORROW PIT, 71 FEET SOUTHEAST OF CENTER LINE OF
 QG0639'ROAD, 73 1/2 FEET EAST OF TELEPHONE POLE NO. 11/335, 2 FEET
 QG0639'EAST OF WEST CORNER AND HIGH POINT OF BOULDER, 8 INCHES
 QG0639'NORTHEAST OF SOUTHEAST FACE OF BOULDER AND ABOUT LEVEL WITH
 QG0639'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0072 ***********************************************************************
 RG0072  DESIGNATION -  D 112
 RG0072  PID         -  RG0072
 RG0072  STATE/COUNTY-  ME/SOMERSET
 RG0072  USGS QUAD   -  HARDWOOD MOUNTAIN SE (1989)
 RG0072
 RG0072                         *CURRENT SURVEY CONTROL
 RG0072  ___________________________________________________________________
 RG0072* NAD 83(1986)-  46 16 57.     (N)    070 01 38.     (W)     SCALED    
 RG0072* NAVD 88     -       467.592  (meters)    1534.09   (feet)  ADJUSTED  
 RG0072  ___________________________________________________________________
 RG0072  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 RG0072  DYNAMIC HT  -         467.588 (meters)    1534.08  (feet)  COMP
 RG0072  MODELED GRAV-     980,590.9   (mgal)                       NAVD 88
 RG0072
 RG0072  VERT ORDER  -  SECOND    CLASS 0
 RG0072
 RG0072.The horizontal coordinates were scaled from a topographic map and have
 RG0072.an estimated accuracy of +/- 6 seconds.
 RG0072
 RG0072.The orthometric height was determined by differential leveling
 RG0072.and adjusted by the National Geodetic Survey in June 1991..
 RG0072
 RG0072.The geoid height was determined by GEOID03.
 RG0072
 RG0072.The dynamic height is computed by dividing the NAVD 88
 RG0072.geopotential number by the normal gravity value computed on the
 RG0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RG0072.degrees latitude (g = 980.6199 gals.).
 RG0072
 RG0072.The modeled gravity was interpolated from observed gravity values.
 RG0072
 RG0072;                    North         East    Units  Estimated Accuracy
 RG0072;SPC ME W     -   383,280.      910,750.      MT  (+/- 180 meters Scaled)
 RG0072
 RG0072                          SUPERSEDED SURVEY CONTROL
 RG0072
 RG0072  NGVD 29 (??/??/92)  467.743  (m)         1534.59   (f) ADJ UNCH    2 0
 RG0072
 RG0072.Superseded values are not recommended for survey control.
 RG0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0072.See file dsdata.txt to determine how the superseded data were derived.
 RG0072
 RG0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM208259(NAD 83)
 RG0072_MARKER: DB = BENCH MARK DISK
 RG0072_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RG0072_SP_SET: CEDAR TREE
 RG0072_STAMPING: D 112 1953
 RG0072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0072
 RG0072  HISTORY     - Date     Condition        Report By
 RG0072  HISTORY     - 1953     MONUMENTED       CGS
 RG0072
 RG0072                          STATION DESCRIPTION
 RG0072
 RG0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RG0072'20.5 MI NE FROM STE AURELIE.
 RG0072'ABOUT 20.5 MILES NORTHEAST AND EAST ALONG A GRAVEL ROAD LEADING
 RG0072'TO FRANCIS LAKE FROM THE CHURCH AT STE AURELIE, 29 FEET NORTHWEST
 RG0072'OF CENTER LINE OF ROAD, SET VERTICALLY IN THE SOUTHEAST FACE OF
 RG0072'AN 8-INCH CEDAR TREE, 30 FEET NORTH-NORTHEAST OF NORTHWEST END
 RG0072'OF A 2-FOOT WOODEN CULVERT UNDER ROAD, 12 1/2 FEET SOUTH OF A
 RG0072'TRIANGULAR BLAZED 10-INCH CEDAR TREE AND ABOUT 3 1/2 FEET ABOVE
 RG0072'LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0256 ***********************************************************************
 RF0256  DESIGNATION -  D 113
 RF0256  PID         -  RF0256
 RF0256  STATE/COUNTY-  ME/SOMERSET
 RF0256  USGS QUAD   -  TURNER POND (1989)
 RF0256
 RF0256                         *CURRENT SURVEY CONTROL
 RF0256  ___________________________________________________________________
 RF0256* NAD 83(1986)-  46 17 27.     (N)    069 51 49.     (W)     SCALED    
 RF0256* NAVD 88     -       424.353  (meters)    1392.23   (feet)  ADJUSTED  
 RF0256  ___________________________________________________________________
 RF0256  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 RF0256  DYNAMIC HT  -         424.347 (meters)    1392.21  (feet)  COMP
 RF0256  MODELED GRAV-     980,587.9   (mgal)                       NAVD 88
 RF0256
 RF0256  VERT ORDER  -  SECOND    CLASS 0
 RF0256
 RF0256.The horizontal coordinates were scaled from a topographic map and have
 RF0256.an estimated accuracy of +/- 6 seconds.
 RF0256
 RF0256.The orthometric height was determined by differential leveling
 RF0256.and adjusted by the National Geodetic Survey in June 1991..
 RF0256
 RF0256.The geoid height was determined by GEOID03.
 RF0256
 RF0256.The dynamic height is computed by dividing the NAVD 88
 RF0256.geopotential number by the normal gravity value computed on the
 RF0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0256.degrees latitude (g = 980.6199 gals.).
 RF0256
 RF0256.The modeled gravity was interpolated from observed gravity values.
 RF0256
 RF0256;                    North         East    Units  Estimated Accuracy
 RF0256;SPC ME W     -   384,240.      923,350.      MT  (+/- 180 meters Scaled)
 RF0256
 RF0256                          SUPERSEDED SURVEY CONTROL
 RF0256
 RF0256  NGVD 29 (??/??/92)  424.506  (m)         1392.73   (f) ADJ UNCH    2 0
 RF0256
 RF0256.Superseded values are not recommended for survey control.
 RF0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0256.See file dsdata.txt to determine how the superseded data were derived.
 RF0256
 RF0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM334267(NAD 83)
 RF0256_MARKER: DB = BENCH MARK DISK
 RF0256_SETTING: 66 = SET IN ROCK OUTCROP
 RF0256_SP_SET: ROCK LEDGE
 RF0256_STAMPING: D 113 1953
 RF0256_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0256+STABILITY: POSITION/ELEVATION WELL
 RF0256
 RF0256  HISTORY     - Date     Condition        Report By
 RF0256  HISTORY     - 1953     MONUMENTED       CGS
 RF0256  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RF0256
 RF0256                          STATION DESCRIPTION
 RF0256
 RF0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0256'28.8 MI NE FROM STE AURELIE.
 RF0256'ABOUT 28.8 MILES NORTHEAST AND EAST ALONG A GRAVEL ROAD LEADING
 RF0256'TO FRANCIS LAKE FROM THE CHURCH AT STE AURELIE, ABOUT 0.65 MILE
 RF0256'SOUTHWEST OF A 30-FOOT WOODEN BRIDGE OVER A STREAM, AT AN OLD
 RF0256'CAMP SITE, IN THE TOP OF AN OUTCROPPING ROCK LEDGE WITH 2 BY 2
 RF0256'FOOT EXPOSED SURFACE, 60 FEET NORTH OF CENTER LINE OF ROAD, 109
 RF0256'FEET NORTH-NORTHWEST AND ACROSS ROAD FROM A TRIANGULAR BLAZED
 RF0256'10-INCH CEDAR TREE, 37 1/2 FEET SOUTH-SOUTHEAST OF A TRIANGULAR
 RF0256'BLAZED 10-INCH SPRUCE TREE, 14 FEET SOUTH-SOUTHWEST OF WEST
 RF0256'CORNER OF A SMALL STABLE, AND ABOUT 2 1/2 FEET ABOVE LEVEL OF
 RF0256'ROAD.
 RF0256
 RF0256                          STATION RECOVERY (1985)
 RF0256
 RF0256'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLM)
 RF0256'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0339 ***********************************************************************
 QG0339  DESIGNATION -  D 114
 QG0339  PID         -  QG0339
 QG0339  STATE/COUNTY-  ME/PISCATAQUIS
 QG0339  USGS QUAD   -  MILO SOUTH (1983)
 QG0339
 QG0339                         *CURRENT SURVEY CONTROL
 QG0339  ___________________________________________________________________
 QG0339* NAD 83(1986)-  45 11 11.     (N)    068 53 35.     (W)     SCALED    
 QG0339* NAVD 88     -        92.891  (meters)     304.76   (feet)  ADJUSTED  
 QG0339  ___________________________________________________________________
 QG0339  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 QG0339  DYNAMIC HT  -          92.890 (meters)     304.76  (feet)  COMP
 QG0339  MODELED GRAV-     980,602.9   (mgal)                       NAVD 88
 QG0339
 QG0339  VERT ORDER  -  FIRST     CLASS II
 QG0339
 QG0339.The horizontal coordinates were scaled from a topographic map and have
 QG0339.an estimated accuracy of +/- 6 seconds.
 QG0339
 QG0339.The orthometric height was determined by differential leveling
 QG0339.and adjusted by the National Geodetic Survey in June 1991..
 QG0339
 QG0339.The geoid height was determined by GEOID03.
 QG0339
 QG0339.The dynamic height is computed by dividing the NAVD 88
 QG0339.geopotential number by the normal gravity value computed on the
 QG0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0339.degrees latitude (g = 980.6199 gals.).
 QG0339
 QG0339.The modeled gravity was interpolated from observed gravity values.
 QG0339
 QG0339;                    North         East    Units  Estimated Accuracy
 QG0339;SPC ME E     -   168,930.      269,110.      MT  (+/- 180 meters Scaled)
 QG0339
 QG0339                          SUPERSEDED SURVEY CONTROL
 QG0339
 QG0339  NGVD 29 (??/??/92)   93.075  (m)          305.36   (f) ADJ UNCH    1 2
 QG0339
 QG0339.Superseded values are not recommended for survey control.
 QG0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0339.See file dsdata.txt to determine how the superseded data were derived.
 QG0339
 QG0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL084036(NAD 83)
 QG0339_MARKER: DB = BENCH MARK DISK
 QG0339_SETTING: 80 = SET IN A BOULDER
 QG0339_SP_SET: BOULDER
 QG0339_STAMPING: D 114 1953
 QG0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0339+STABILITY: SURFACE MOTION
 QG0339
 QG0339  HISTORY     - Date     Condition        Report By
 QG0339  HISTORY     - 1953     MONUMENTED       CGS
 QG0339  HISTORY     - 1978     GOOD             NGS
 QG0339
 QG0339                          STATION DESCRIPTION
 QG0339
 QG0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0339'2.8 MI NW FROM LAGRANGE.
 QG0339'2.8 MILES NORTHWEST ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 QG0339'THE STATION AT LAGRANGE, ABOUT 0.15 MILE SOUTHEAST OF A GRAVEL
 QG0339'ROAD CROSSING, AT THE NORTHWEST EDGE OF SMALL VILLAGE OF BOYD LAKE,
 QG0339'AT THE SOUTHEAST END OF A SHORT CUT, IN THE TOP OF A BOULDER,
 QG0339'16 FEET SOUTHWEST OF SOUTHWEST RAIL, 49 FEET SOUTH AND ACROSS
 QG0339'TRACK FROM A TELEPHONE POLE WITH A GUY WIRE AND ABOUT 3 FEET
 QG0339'ABOVE LEVEL OF TRACK.
 QG0339
 QG0339                          STATION RECOVERY (1978)
 QG0339
 QG0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0339'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SE0012 ***********************************************************************
 SE0012  DESIGNATION -  D 115
 SE0012  PID         -  SE0012
 SE0012  STATE/COUNTY-  ME/AROOSTOOK
 SE0012  USGS QUAD   -  DOYLE RIDGE (1986)
 SE0012
 SE0012                         *CURRENT SURVEY CONTROL
 SE0012  ___________________________________________________________________
 SE0012* NAD 83(1986)-  47 04 07.     (N)    067 59 13.     (W)     SCALED    
 SE0012* NAVD 88     -       261.513  (meters)     857.98   (feet)  ADJUSTED  
 SE0012  ___________________________________________________________________
 SE0012  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 SE0012  DYNAMIC HT  -         261.545 (meters)     858.09  (feet)  COMP
 SE0012  MODELED GRAV-     980,728.7   (mgal)                       NAVD 88
 SE0012
 SE0012  VERT ORDER  -  SECOND    CLASS 0
 SE0012
 SE0012.The horizontal coordinates were scaled from a topographic map and have
 SE0012.an estimated accuracy of +/- 6 seconds.
 SE0012
 SE0012.The orthometric height was determined by differential leveling
 SE0012.and adjusted by the National Geodetic Survey in June 1991..
 SE0012
 SE0012.The geoid height was determined by GEOID03.
 SE0012
 SE0012.The dynamic height is computed by dividing the NAVD 88
 SE0012.geopotential number by the normal gravity value computed on the
 SE0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SE0012.degrees latitude (g = 980.6199 gals.).
 SE0012
 SE0012.The modeled gravity was interpolated from observed gravity values.
 SE0012
 SE0012;                    North         East    Units  Estimated Accuracy
 SE0012;SPC ME E     -   378,180.      338,970.      MT  (+/- 180 meters Scaled)
 SE0012
 SE0012                          SUPERSEDED SURVEY CONTROL
 SE0012
 SE0012  NGVD 29 (??/??/92)  261.683  (m)          858.54   (f) ADJ UNCH    2 0
 SE0012
 SE0012.Superseded values are not recommended for survey control.
 SE0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SE0012.See file dsdata.txt to determine how the superseded data were derived.
 SE0012
 SE0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN769132(NAD 83)
 SE0012_MARKER: P = PIPE CAP
 SE0012_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SE0012_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SE0012_STAMPING: D 115 1953
 SE0012_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SE0012
 SE0012  HISTORY     - Date     Condition        Report By
 SE0012  HISTORY     - 1953     MONUMENTED       CGS
 SE0012
 SE0012                          STATION DESCRIPTION
 SE0012
 SE0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 SE0012'7 MI S FROM VAN BUREN.
 SE0012'6.95 MILES SOUTH ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 SE0012'VAN BUREN, ABOUT 0.1 MILE SOUTH-SOUTHWEST OF A CURVE WITH TANGENTS
 SE0012'EXTENDING NORTH-NORTHWEST AND SOUTH-SOUTHWEST, ON THE NORTH SIDE
 SE0012'OF A LOW NARROW RIDGE EXTENDING EAST FROM HIGHWAY, 34 FEET
 SE0012'EAST-SOUTHEAST OF CENTER LINE OF HIGHWAY, 92 FEET NORTHEAST OF A
 SE0012'TRIANGULAR BLAZED 8-INCH BALSAM TREE, 74 FEET EAST AND ACROSS
 SE0012'HIGHWAY FROM TELEPHONE POLE NO. 422/660, 1 FOOT BELOW LEVEL OF
 SE0012'HIGHWAY AND SET ON THE TOP OF A 6-FOOT LONG 3-INCH IRON PIPE
 SE0012'PROJECTING ABOUT 7 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0302 ***********************************************************************
 RF0302  DESIGNATION -  D 116
 RF0302  PID         -  RF0302
 RF0302  STATE/COUNTY-  ME/SOMERSET
 RF0302  USGS QUAD   -  BAKER LAKE (1989)
 RF0302
 RF0302                         *CURRENT SURVEY CONTROL
 RF0302  ___________________________________________________________________
 RF0302* NAD 83(1986)-  46 18 37.     (N)    069 56 18.     (W)     SCALED    
 RF0302* NAVD 88     -       362.532  (meters)    1189.41   (feet)  ADJUSTED  
 RF0302  ___________________________________________________________________
 RF0302  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 RF0302  DYNAMIC HT  -         362.529 (meters)    1189.40  (feet)  COMP
 RF0302  MODELED GRAV-     980,596.7   (mgal)                       NAVD 88
 RF0302
 RF0302  VERT ORDER  -  SECOND    CLASS 0
 RF0302
 RF0302.The horizontal coordinates were scaled from a topographic map and have
 RF0302.an estimated accuracy of +/- 6 seconds.
 RF0302
 RF0302.The orthometric height was determined by differential leveling
 RF0302.and adjusted by the National Geodetic Survey in June 1991..
 RF0302
 RF0302.The geoid height was determined by GEOID03.
 RF0302
 RF0302.The dynamic height is computed by dividing the NAVD 88
 RF0302.geopotential number by the normal gravity value computed on the
 RF0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0302.degrees latitude (g = 980.6199 gals.).
 RF0302
 RF0302.The modeled gravity was interpolated from observed gravity values.
 RF0302
 RF0302;                    North         East    Units  Estimated Accuracy
 RF0302;SPC ME W     -   386,380.      917,590.      MT  (+/- 180 meters Scaled)
 RF0302
 RF0302                          SUPERSEDED SURVEY CONTROL
 RF0302
 RF0302  NGVD 29 (??/??/92)  362.691  (m)         1189.93   (f) ADJ UNCH    2 0
 RF0302
 RF0302.Superseded values are not recommended for survey control.
 RF0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0302.See file dsdata.txt to determine how the superseded data were derived.
 RF0302
 RF0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM277289(NAD 83)
 RF0302_MARKER: DB = BENCH MARK DISK
 RF0302_SETTING: 80 = SET IN A BOULDER
 RF0302_SP_SET: BOULDER
 RF0302_STAMPING: D 116 1953
 RF0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0302+STABILITY: SURFACE MOTION
 RF0302
 RF0302  HISTORY     - Date     Condition        Report By
 RF0302  HISTORY     - 1953     MONUMENTED       CGS
 RF0302
 RF0302                          STATION DESCRIPTION
 RF0302
 RF0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0302'1.6 MI N FROM BAKER LAKE.
 RF0302'ABOUT 1.55 MILES NORTH ALONG A DIM TRAIL FOLLOWING A TELEPHONE
 RF0302'LINE FROM THE BRIDGE OVER BAKER BRANCH AT BAKER LAKE, IN THE TOP
 RF0302'OF THE NORTH CORNER OF A 5 BY 2 1/2 BOULDER PROJECTING ABOUT 6
 RF0302'INCHES, 16 FEET SOUTHEAST OF A TRIANGULAR BLAZED 8-INCH SPRUCE
 RF0302'TREE, 6 FEET WEST OF A TRIANGULAR BLAZED 6-INCH SPRUCE TREE, 16
 RF0302'FEET NORTH OF A TRIANGULAR BLAZED 8-INCH SPRUCE TREE WITH
 RF0302'TELEPHONE WIRE TACKED TO IT, NEAR THE CENTER OF TRAIL, 1 FOOT
 RF0302'SOUTHEAST OF NORTHWEST END OF BOULDER, 6 INCHES SOUTHWEST OF
 RF0302'NORTHEAST SIDE OF BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0714 ***********************************************************************
 QG0714  DESIGNATION -  D 118
 QG0714  PID         -  QG0714
 QG0714  STATE/COUNTY-  ME/PISCATAQUIS
 QG0714  USGS QUAD   -  BROWNVILLE JUNCTION (1988)
 QG0714
 QG0714                         *CURRENT SURVEY CONTROL
 QG0714  ___________________________________________________________________
 QG0714* NAD 83(1986)-  45 21 00.     (N)    069 03 38.     (W)     SCALED    
 QG0714* NAVD 88     -       116.008  (meters)     380.60   (feet)  POSTED    
 QG0714  ___________________________________________________________________
 QG0714  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 QG0714  DYNAMIC HT  -         116.010 (meters)     380.61  (feet)  COMP
 QG0714  MODELED GRAV-     980,598.8   (mgal)                       NAVD 88
 QG0714
 QG0714  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 QG0714
 QG0714.The horizontal coordinates were scaled from a topographic map and have
 QG0714.an estimated accuracy of +/- 6 seconds.
 QG0714
 QG0714.The orthometric height was determined by differential leveling
 QG0714.and adjusted by the National Geodetic Survey in 1992..
 QG0714.No vertical observational check was made to the station.
 QG0714.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 QG0714.was located on a no-check spur therefore a value was not computed.
 QG0714
 QG0714.The geoid height was determined by GEOID03.
 QG0714
 QG0714.The dynamic height is computed by dividing the NAVD 88
 QG0714.geopotential number by the normal gravity value computed on the
 QG0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0714.degrees latitude (g = 980.6199 gals.).
 QG0714
 QG0714.The modeled gravity was interpolated from observed gravity values.
 QG0714
 QG0714;                    North         East    Units  Estimated Accuracy
 QG0714;SPC ME E     -   187,190.      256,080.      MT  (+/- 180 meters Scaled)
 QG0714
 QG0714                          SUPERSEDED SURVEY CONTROL
 QG0714
 QG0714  NGVD 29 (??/??/92)  116.182  (m)          381.17   (f) ADJ UNCH    1 2
 QG0714
 QG0714.Superseded values are not recommended for survey control.
 QG0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0714.See file dsdata.txt to determine how the superseded data were derived.
 QG0714
 QG0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL952218(NAD 83)
 QG0714_MARKER: DB = BENCH MARK DISK
 QG0714_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QG0714_SP_SET: CULVERT
 QG0714_STAMPING: D 118 1953
 QG0714_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG0714
 QG0714  HISTORY     - Date     Condition        Report By
 QG0714  HISTORY     - 1953     MONUMENTED       CGS
 QG0714
 QG0714                          STATION DESCRIPTION
 QG0714
 QG0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0714'AT BROWNVILLE JUNCTION.
 QG0714'AT BROWNVILLE JUNCTION, ABOUT 0.2 MILE WEST ALONG THE CANADIAN
 QG0714'PACIFIC RAILWAY FROM THE NEW STATION (NOW UNDER CONSTRUCTION),
 QG0714'AT THE JUNCTION OF A SPUR TRACK OF THE BANGOR AND AROOSTOOK
 QG0714'RAILROAD LEADING SOUTHEAST TO BROWNVILLE, IN THE TOP OF THE
 QG0714'NORTHWEST END OF THE SOUTHWEST HEAD WALL OF A 3 1-2-FOOT CONCRETE
 QG0714'CULVERT UNDER JUNCTION OF TRACKS, 27 FEET SOUTHWEST OF SOUTHWEST
 QG0714'RAIL OF SOUTHWEST TRACK AND ABOUT 9 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0109 ***********************************************************************
 RF0109  DESIGNATION -  D 12
 RF0109  PID         -  RF0109
 RF0109  STATE/COUNTY-  ME/AROOSTOOK
 RF0109  USGS QUAD   -  OAKFIELD (1986)
 RF0109
 RF0109                         *CURRENT SURVEY CONTROL
 RF0109  ___________________________________________________________________
 RF0109* NAD 83(1986)-  46 02 48.     (N)    068 14 35.     (W)     SCALED    
 RF0109* NAVD 88     -       145.340  (meters)     476.84   (feet)  ADJUSTED  
 RF0109  ___________________________________________________________________
 RF0109  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 RF0109  DYNAMIC HT  -         145.346 (meters)     476.86  (feet)  COMP
 RF0109  MODELED GRAV-     980,651.7   (mgal)                       NAVD 88
 RF0109
 RF0109  VERT ORDER  -  FIRST     CLASS II
 RF0109
 RF0109.The horizontal coordinates were scaled from a topographic map and have
 RF0109.an estimated accuracy of +/- 6 seconds.
 RF0109
 RF0109.The orthometric height was determined by differential leveling
 RF0109.and adjusted by the National Geodetic Survey in June 1991..
 RF0109
 RF0109.The geoid height was determined by GEOID03.
 RF0109
 RF0109.The dynamic height is computed by dividing the NAVD 88
 RF0109.geopotential number by the normal gravity value computed on the
 RF0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0109.degrees latitude (g = 980.6199 gals.).
 RF0109
 RF0109.The modeled gravity was interpolated from observed gravity values.
 RF0109
 RF0109;                    North         East    Units  Estimated Accuracy
 RF0109;SPC ME E     -   264,490.      319,890.      MT  (+/- 180 meters Scaled)
 RF0109
 RF0109                          SUPERSEDED SURVEY CONTROL
 RF0109
 RF0109  NGVD 29 (??/??/92)  145.513  (m)          477.40   (f) ADJ UNCH    1 2
 RF0109
 RF0109.Superseded values are not recommended for survey control.
 RF0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0109.See file dsdata.txt to determine how the superseded data were derived.
 RF0109
 RF0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL585995(NAD 83)
 RF0109_MARKER: DB = BENCH MARK DISK
 RF0109_SETTING: 80 = SET IN A BOULDER
 RF0109_SP_SET: BOULDER
 RF0109_STAMPING: 477.404 D 12 1927
 RF0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0109+STABILITY: SURFACE MOTION
 RF0109
 RF0109  HISTORY     - Date     Condition        Report By
 RF0109  HISTORY     - 1927     MONUMENTED       CGS
 RF0109
 RF0109                          STATION DESCRIPTION
 RF0109
 RF0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 RF0109'2.6 MI NE FROM ISLAND FALLS.
 RF0109'2.6 MILES NORTHEAST ALONG THE BANGOR AND AROOSTOOK RAILROAD
 RF0109'FROM THE STATION AT ISLAND FALLS, AROOSTOOK COUNTY, 3 RAILS
 RF0109'WEST OF CULVERT 142.54, 12.5 FEET SOUTH OF THE SOUTH RAIL, IN
 RF0109'THE TOP OF A BOULDER ABOUT 3 FEET IN DIAMETER AND PROJECTING
 RF0109'ABOUT 6 INCHES ABOVE THE GROUND, AND ABOUT 2-1/2 FEET BELOW THE
 RF0109'LEVEL OF THE TRACK.  A STANDARD DISK, STAMPED 477.404 D 12 1927.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0106 ***********************************************************************
 OC0106  DESIGNATION -  D 121
 OC0106  PID         -  OC0106
 OC0106  STATE/COUNTY-  ME/CUMBERLAND
 OC0106  USGS QUAD   -  PORTLAND WEST (1978)
 OC0106
 OC0106                         *CURRENT SURVEY CONTROL
 OC0106  ___________________________________________________________________
 OC0106* NAD 83(1986)-  43 38 42.     (N)    070 15 57.     (W)     SCALED    
 OC0106* NAVD 88     -         6.561  (meters)      21.53   (feet)  ADJUSTED  
 OC0106  ___________________________________________________________________
 OC0106  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 OC0106  DYNAMIC HT  -           6.560 (meters)      21.52  (feet)  COMP
 OC0106  MODELED GRAV-     980,501.3   (mgal)                       NAVD 88
 OC0106
 OC0106  VERT ORDER  -  FIRST     CLASS I
 OC0106
 OC0106.The horizontal coordinates were scaled from a topographic map and have
 OC0106.an estimated accuracy of +/- 6 seconds.
 OC0106
 OC0106.The orthometric height was determined by differential leveling
 OC0106.and adjusted by the National Geodetic Survey in June 1991..
 OC0106
 OC0106.The geoid height was determined by GEOID03.
 OC0106
 OC0106.The dynamic height is computed by dividing the NAVD 88
 OC0106.geopotential number by the normal gravity value computed on the
 OC0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0106.degrees latitude (g = 980.6199 gals.).
 OC0106
 OC0106.The modeled gravity was interpolated from observed gravity values.
 OC0106
 OC0106;                    North         East    Units  Estimated Accuracy
 OC0106;SPC ME W     -    90,180.      892,000.      MT  (+/- 180 meters Scaled)
 OC0106
 OC0106                          SUPERSEDED SURVEY CONTROL
 OC0106
 OC0106  NGVD 29 (??/??/92)    6.776  (m)           22.23   (f) ADJ UNCH    1 1
 OC0106
 OC0106.Superseded values are not recommended for survey control.
 OC0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0106.See file dsdata.txt to determine how the superseded data were derived.
 OC0106
 OC0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ979332(NAD 83)
 OC0106_MARKER: DB = BENCH MARK DISK
 OC0106_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OC0106_SP_SET: STONE IN RETAINING WALL
 OC0106_STAMPING: D 121 1955
 OC0106_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC0106
 OC0106  HISTORY     - Date     Condition        Report By
 OC0106  HISTORY     - 1955     MONUMENTED       CGS
 OC0106  HISTORY     - 1966     GOOD             NGS
 OC0106  HISTORY     - 1978     MARK NOT FOUND   DOD
 OC0106  HISTORY     - 1987     GOOD             USPSQD
 OC0106  HISTORY     - 1988     GOOD             USPSQD
 OC0106  HISTORY     - 19940616 GOOD             USPSQD
 OC0106  HISTORY     - 20060916 MARK NOT FOUND   USPSQD
 OC0106
 OC0106                          STATION DESCRIPTION
 OC0106
 OC0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 OC0106'AT PORTLAND.
 OC0106'AT PORTLAND, IN THE SOUTH PART OF TOWN, ABOUT 1.2 MILES WEST ALONG
 OC0106'COMMERCIAL STREET FROM THE CUSTOMHOUSE, ALONG RAILROAD TRACKS
 OC0106'LEADING TO WHARFS, ABOUT 0.75 MILE EAST ALONG RAILROAD TRACK
 OC0106'FROM THE OVERPASS OF U.S. HIGHWAY 1 OVER TRACKS, 147 FEET NORTH
 OC0106'OF CENTER LINE OF WEST COMMERCIAL STREET, 142 FEET EAST OF EAST
 OC0106'EDGE OF EMERY STREET FOOT BRIDGE OVER TRACKS, SET VERTICALLY
 OC0106'IN THE CENTER OF SOUTH FACE OF A LARGE STONE IN THE SECOND LAYER
 OC0106'OF STONE FROM BOTTOM OF A MASONRY RETAINING WALL ON NORTH SIDE
 OC0106'OF TRACK, 8 FEET NORTH OF NORTH RAIL OF NORTH TRACK, 45 1/2
 OC0106'FEET EAST OF WEST END OF RETAINING WALL, DIRECTLY UNDER THE
 OC0106'WARNING WIRE FOR OVERHEAD FOOT BRIDGE AND ABOUT 1/2 FOOT ABOVE
 OC0106'LEVEL OF TRACK.
 OC0106
 OC0106                          STATION RECOVERY (1966)
 OC0106
 OC0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 OC0106'RECOVERED IN GOOD CONDITION.
 OC0106
 OC0106                          STATION RECOVERY (1978)
 OC0106
 OC0106'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 OC0106'MARK NOT FOUND.
 OC0106
 OC0106                          STATION RECOVERY (1987)
 OC0106
 OC0106'RECOVERY NOTE BY US POWER SQUADRON 1987 (DWH)
 OC0106'RECOVERED IN GOOD CONDITION.
 OC0106
 OC0106                          STATION RECOVERY (1988)
 OC0106
 OC0106'RECOVERY NOTE BY US POWER SQUADRON 1988 (DWH)
 OC0106'RECOVERED IN GOOD CONDITION.
 OC0106
 OC0106                          STATION RECOVERY (1994)
 OC0106
 OC0106'RECOVERY NOTE BY US POWER SQUADRON 1994
 OC0106'RECOVERED IN GOOD CONDITION.
 OC0106
 OC0106                          STATION RECOVERY (2006)
 OC0106
 OC0106'RECOVERY NOTE BY US POWER SQUADRON 2006 (AMW)
 OC0106'THERE ARE NO LONGER RAILROAD TRACKS OR A FOOT BRIDGE THERE. ACCESS TO
 OC0106'THE WALL IS BLOCKED BY A DITCH FILLED WITH WATER AND A LARGE AMOUNT OF
 OC0106'GROWTH AGAINST THE WALL. THE MARK MAY STILL BE THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0542 ***********************************************************************
 OC0542  DESIGNATION -  D 123
 OC0542  PID         -  OC0542
 OC0542  STATE/COUNTY-  ME/CUMBERLAND
 OC0542  USGS QUAD   -  STEEP FALLS (1983)
 OC0542
 OC0542                         *CURRENT SURVEY CONTROL
 OC0542  ___________________________________________________________________
 OC0542* NAD 83(1986)-  43 47 57.     (N)    070 40 47.     (W)     SCALED    
 OC0542* NAVD 88     -        87.590  (meters)     287.37   (feet)  ADJUSTED  
 OC0542  ___________________________________________________________________
 OC0542  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 OC0542  DYNAMIC HT  -          87.576 (meters)     287.32  (feet)  COMP
 OC0542  MODELED GRAV-     980,463.6   (mgal)                       NAVD 88
 OC0542
 OC0542  VERT ORDER  -  FIRST     CLASS II
 OC0542
 OC0542.The horizontal coordinates were scaled from a topographic map and have
 OC0542.an estimated accuracy of +/- 6 seconds.
 OC0542
 OC0542.The orthometric height was determined by differential leveling
 OC0542.and adjusted by the National Geodetic Survey in June 1991..
 OC0542
 OC0542.The geoid height was determined by GEOID03.
 OC0542
 OC0542.The dynamic height is computed by dividing the NAVD 88
 OC0542.geopotential number by the normal gravity value computed on the
 OC0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0542.degrees latitude (g = 980.6199 gals.).
 OC0542
 OC0542.The modeled gravity was interpolated from observed gravity values.
 OC0542
 OC0542;                    North         East    Units  Estimated Accuracy
 OC0542;SPC ME W     -   107,430.      858,710.      MT  (+/- 180 meters Scaled)
 OC0542
 OC0542                          SUPERSEDED SURVEY CONTROL
 OC0542
 OC0542  NGVD 29 (??/??/92)   87.772  (m)          287.97   (f) ADJ UNCH    1 2
 OC0542
 OC0542.Superseded values are not recommended for survey control.
 OC0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0542.See file dsdata.txt to determine how the superseded data were derived.
 OC0542
 OC0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ648509(NAD 83)
 OC0542_MARKER: DB = BENCH MARK DISK
 OC0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC0542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OC0542_STAMPING: D 123 1955
 OC0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC0542+STABILITY: SURFACE MOTION
 OC0542
 OC0542  HISTORY     - Date     Condition        Report By
 OC0542  HISTORY     - 1955     MONUMENTED       CGS
 OC0542  HISTORY     - 1976     GOOD             NGS
 OC0542  HISTORY     - 20050606 MARK NOT FOUND   GEOCAC
 OC0542
 OC0542                          STATION DESCRIPTION
 OC0542
 OC0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 OC0542'1.9 MI W FROM STEEP FALLS.
 OC0542'1.6 MILES WEST ALONG THE MAINE CENTRAL RAILROAD FROM THE STATION
 OC0542'AT STEEP FALLS, THENCE ABOUT 0.3 MILE SOUTH ALONG A DIRT ROAD TO
 OC0542'BALDWIN AIRPORT, NEAR THE NORTH CORNER OF AIRPORT, 69 1/2 FEET
 OC0542'NORTHWEST OF WEST CORNER OF HANGAR, 123 FEET NORTHWEST OF IRON
 OC0542'PIPE WIND-SOCK POLE, 19 FEET EAST OF CENTER LINE OF DIRT ROAD,
 OC0542'AT THE SOUTH EDGE OF BRUSH AND WOODS AND THE NORTH EDGE OF MOWED
 OC0542'PART OF AIRPORT, 3 1/2 FEET NORTHEAST OF THE EXTENDED SOUTHWEST
 OC0542'FACE OF HANGAR, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, AND
 OC0542'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 OC0542
 OC0542                          STATION RECOVERY (1976)
 OC0542
 OC0542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0542'RECOVERED IN GOOD CONDITION.
 OC0542
 OC0542                          STATION RECOVERY (2005)
 OC0542
 OC0542'RECOVERY NOTE BY GEOCACHING 2005 (JKS)
 OC0542'DID NOT RECOVER. THIS IS NO LONGER AN AIRPORT, JUST A LARGE FARM
 OC0542'FIELD. THE LISTED REFERENCE POINTS ARE NO LONGER STANDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1483 ***********************************************************************
 PE1483  DESIGNATION -  D 128 RESET 1963
 PE1483  PID         -  PE1483
 PE1483  STATE/COUNTY-  ME/KENNEBEC
 PE1483  USGS QUAD   -  CLINTON (1988)
 PE1483
 PE1483                         *CURRENT SURVEY CONTROL
 PE1483  ___________________________________________________________________
 PE1483* NAD 83(1986)-  44 38 21.     (N)    069 31 23.     (W)     SCALED    
 PE1483* NAVD 88     -        44.84   (meters)     147.1    (feet)  RESET     
 PE1483  ___________________________________________________________________
 PE1483  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 PE1483
 PE1483  VERT ORDER  -  THIRD
 PE1483
 PE1483.The horizontal coordinates were scaled from a topographic map and have
 PE1483.an estimated accuracy of +/- 6 seconds.
 PE1483
 PE1483.The orthometric height was computed from unverified reset data.
 PE1483
 PE1483.The geoid height was determined by GEOID03.
 PE1483
 PE1483;                    North         East    Units  Estimated Accuracy
 PE1483;SPC ME W     -   200,840.      951,060.      MT  (+/- 180 meters Scaled)
 PE1483
 PE1483                          SUPERSEDED SURVEY CONTROL
 PE1483
 PE1483  NGVD 29 (??/??/??)   45.05   (m)          147.8    (f) RESET       3  
 PE1483
 PE1483.Superseded values are not recommended for survey control.
 PE1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1483.See file dsdata.txt to determine how the superseded data were derived.
 PE1483
 PE1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK585430(NAD 83)
 PE1483_MARKER: DB = BENCH MARK DISK
 PE1483_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE1483_SP_SET: BRIDGE
 PE1483_STAMPING: D 128 RESET 1963
 PE1483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE1483
 PE1483  HISTORY     - Date     Condition        Report By
 PE1483  HISTORY     - 1963     MONUMENTED       MEHD
 PE1483  HISTORY     - 1978     MARK NOT FOUND   LOCENG
 PE1483
 PE1483                          STATION DESCRIPTION
 PE1483
 PE1483'DESCRIBED BY MAINE HIGHWAY DEPARTMENT (NOW MEDT) 1963
 PE1483'0.9 MI W FROM CLINTON.
 PE1483'ABOUT 0.9 MILE WEST ALONG A BLACKTOP ROAD FROM THE INTERSECTION
 PE1483'OF MAIN AND BAKER STREETS IN CLINTON, 26 FEET NORTH OF THE
 PE1483'CENTERLINE OF THE BLACKTOP ROAD, 1/2 FOOT NORTHWEST OF THE
 PE1483'SOUTHWEST END OF THE WINGWALL, ABOUT 3 FEET BELOW THE LEVEL OF
 PE1483'THE ROAD, AND SET IN THE TOP OF THE SOUTHWEST END OF THE
 PE1483'NORTHWEST WINGWALL OF A 20-FOOT CONCRETE BRIDGE.
 PE1483
 PE1483                          STATION RECOVERY (1978)
 PE1483
 PE1483'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 PE1483'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0702 ***********************************************************************
 PE0702  DESIGNATION -  D 129
 PE0702  PID         -  PE0702
 PE0702  STATE/COUNTY-  ME/SOMERSET
 PE0702  USGS QUAD   -  PITTSFIELD (1982)
 PE0702
 PE0702                         *CURRENT SURVEY CONTROL
 PE0702  ___________________________________________________________________
 PE0702* NAD 83(1986)-  44 47 00.     (N)    069 22 54.     (W)     SCALED    
 PE0702* NAVD 88     -        68.399  (meters)     224.41   (feet)  ADJUSTED  
 PE0702  ___________________________________________________________________
 PE0702  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 PE0702  DYNAMIC HT  -          68.396 (meters)     224.40  (feet)  COMP
 PE0702  MODELED GRAV-     980,572.1   (mgal)                       NAVD 88
 PE0702
 PE0702  VERT ORDER  -  FIRST     CLASS I
 PE0702
 PE0702.The horizontal coordinates were scaled from a topographic map and have
 PE0702.an estimated accuracy of +/- 6 seconds.
 PE0702
 PE0702.The orthometric height was determined by differential leveling
 PE0702.and adjusted by the National Geodetic Survey in June 1991..
 PE0702
 PE0702.The geoid height was determined by GEOID03.
 PE0702
 PE0702.The dynamic height is computed by dividing the NAVD 88
 PE0702.geopotential number by the normal gravity value computed on the
 PE0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0702.degrees latitude (g = 980.6199 gals.).
 PE0702
 PE0702.The modeled gravity was interpolated from observed gravity values.
 PE0702
 PE0702;                    North         East    Units  Estimated Accuracy
 PE0702;SPC ME W     -   216,950.      962,130.      MT  (+/- 180 meters Scaled)
 PE0702
 PE0702                          SUPERSEDED SURVEY CONTROL
 PE0702
 PE0702  NGVD 29 (??/??/92)   68.613  (m)          225.11   (f) ADJ UNCH    1 1
 PE0702
 PE0702.Superseded values are not recommended for survey control.
 PE0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0702.See file dsdata.txt to determine how the superseded data were derived.
 PE0702
 PE0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK698589(NAD 83)
 PE0702_MARKER: DB = BENCH MARK DISK
 PE0702_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE0702_SP_SET: BUILDING
 PE0702_STAMPING: D 129 1958
 PE0702_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0702
 PE0702  HISTORY     - Date     Condition        Report By
 PE0702  HISTORY     - 1958     MONUMENTED       CGS
 PE0702  HISTORY     - 1966     GOOD             NGS
 PE0702  HISTORY     - 1978     GOOD             DOD
 PE0702  HISTORY     - 1989     GOOD             USPSQD
 PE0702
 PE0702                          STATION DESCRIPTION
 PE0702
 PE0702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0702'AT PITTSFIELD.
 PE0702'AT PITTSFIELD, AT THE FIRST NATIONAL BANK BUILDING, 93.0 FEET
 PE0702'WEST OF THE WEST CURB OF STATE HIGHWAYS 100 AND 11, SET VERTICALLY
 PE0702'IN THE WEST FACE NEAR THE SOUTHWEST CORNER OF THE BRICK BUILDING,
 PE0702'3.0 FEET NORTH OF THE SOUTHWEST CORNER OF THE BUILDING, AND ABOUT
 PE0702'3.4 FEET ABOVE THE LEVEL OF THE GROUND.
 PE0702
 PE0702                          STATION RECOVERY (1978)
 PE0702
 PE0702'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE0702'THE FIRST NATIONAL BANK IS NOW MAINE NATIONAL BANK.
 PE0702
 PE0702                          STATION RECOVERY (1989)
 PE0702
 PE0702'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELG)
 PE0702'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0528 ***********************************************************************
 QG0528  DESIGNATION -  D 13
 QG0528  PID         -  QG0528
 QG0528  STATE/COUNTY-  ME/PENOBSCOT
 QG0528  USGS QUAD   -  CEDAR LAKE (1989)
 QG0528
 QG0528                         *CURRENT SURVEY CONTROL
 QG0528  ___________________________________________________________________
 QG0528* NAD 83(1986)-  45 33 30.     (N)    068 50 10.     (W)     SCALED    
 QG0528* NAVD 88     -       171.307  (meters)     562.03   (feet)  ADJUSTED  
 QG0528  ___________________________________________________________________
 QG0528  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 QG0528  DYNAMIC HT  -         171.306 (meters)     562.03  (feet)  COMP
 QG0528  MODELED GRAV-     980,605.8   (mgal)                       NAVD 88
 QG0528
 QG0528  VERT ORDER  -  FIRST     CLASS II
 QG0528
 QG0528.The horizontal coordinates were scaled from a topographic map and have
 QG0528.an estimated accuracy of +/- 6 seconds.
 QG0528
 QG0528.The orthometric height was determined by differential leveling
 QG0528.and adjusted by the National Geodetic Survey in June 1991..
 QG0528
 QG0528.The geoid height was determined by GEOID03.
 QG0528
 QG0528.The dynamic height is computed by dividing the NAVD 88
 QG0528.geopotential number by the normal gravity value computed on the
 QG0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0528.degrees latitude (g = 980.6199 gals.).
 QG0528
 QG0528.The modeled gravity was interpolated from observed gravity values.
 QG0528
 QG0528;                    North         East    Units  Estimated Accuracy
 QG0528;SPC ME E     -   210,240.      273,760.      MT  (+/- 180 meters Scaled)
 QG0528
 QG0528                          SUPERSEDED SURVEY CONTROL
 QG0528
 QG0528  NGVD 29 (??/??/92)  171.472  (m)          562.57   (f) ADJ UNCH    1 2
 QG0528
 QG0528.Superseded values are not recommended for survey control.
 QG0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0528.See file dsdata.txt to determine how the superseded data were derived.
 QG0528
 QG0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL127449(NAD 83)
 QG0528_MARKER: DB = BENCH MARK DISK
 QG0528_SETTING: 80 = SET IN A BOULDER
 QG0528_SP_SET: BOULDER
 QG0528_STAMPING: 562.571 D 13 1927
 QG0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0528+STABILITY: SURFACE MOTION
 QG0528
 QG0528  HISTORY     - Date     Condition        Report By
 QG0528  HISTORY     - 1927     MONUMENTED       CGS
 QG0528
 QG0528                          STATION DESCRIPTION
 QG0528
 QG0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 QG0528'3.2 MI N FROM WEST SEBOOIS.
 QG0528'3.2 MILES NORTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 QG0528'THE STATION AT WEST SEBOOIS, PENOBSCOT COUNTY, 9 RAILS SOUTH OF
 QG0528'MILEPOST 94, 11-1/2 RAILS NORTH OF CULVERT 93.85, 12 FEET EAST
 QG0528'OF THE EAST RAIL, AND IN THE TOP OF A BOULDER ABOUT 7 FEET IN
 QG0528'DIAMETER AND PROJECTING ABOUT 2 FEET ABOVE THE GROUND.  A STANDARD
 QG0528'DISK, STAMPED 562.571 D 13 1927.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0735 ***********************************************************************
 PE0735  DESIGNATION -  D 130
 PE0735  PID         -  PE0735
 PE0735  STATE/COUNTY-  ME/PENOBSCOT
 PE0735  USGS QUAD   -  PLYMOUTH (1982)
 PE0735
 PE0735                         *CURRENT SURVEY CONTROL
 PE0735  ___________________________________________________________________
 PE0735* NAD 83(1986)-  44 49 14.     (N)    069 13 21.     (W)     SCALED    
 PE0735* NAVD 88     -        73.245  (meters)     240.30   (feet)  ADJUSTED  
 PE0735  ___________________________________________________________________
 PE0735  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 PE0735  DYNAMIC HT  -          73.242 (meters)     240.29  (feet)  COMP
 PE0735  MODELED GRAV-     980,570.4   (mgal)                       NAVD 88
 PE0735
 PE0735  VERT ORDER  -  FIRST     CLASS I
 PE0735
 PE0735.The horizontal coordinates were scaled from a topographic map and have
 PE0735.an estimated accuracy of +/- 6 seconds.
 PE0735
 PE0735.The orthometric height was determined by differential leveling
 PE0735.and adjusted by the National Geodetic Survey in June 1991..
 PE0735
 PE0735.The geoid height was determined by GEOID03.
 PE0735
 PE0735.The dynamic height is computed by dividing the NAVD 88
 PE0735.geopotential number by the normal gravity value computed on the
 PE0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0735.degrees latitude (g = 980.6199 gals.).
 PE0735
 PE0735.The modeled gravity was interpolated from observed gravity values.
 PE0735
 PE0735;                    North         East    Units  Estimated Accuracy
 PE0735;SPC ME E     -   128,460.      242,860.      MT  (+/- 180 meters Scaled)
 PE0735
 PE0735                          SUPERSEDED SURVEY CONTROL
 PE0735
 PE0735  NGVD 29 (??/??/92)   73.464  (m)          241.02   (f) ADJ UNCH    1 1
 PE0735
 PE0735.Superseded values are not recommended for survey control.
 PE0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0735.See file dsdata.txt to determine how the superseded data were derived.
 PE0735
 PE0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK824630(NAD 83)
 PE0735_MARKER: DB = BENCH MARK DISK
 PE0735_SETTING: 66 = SET IN ROCK OUTCROP
 PE0735_SP_SET: ROCK OUTCROP
 PE0735_STAMPING: D 130 1958
 PE0735_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0735+STABILITY: POSITION/ELEVATION WELL
 PE0735
 PE0735  HISTORY     - Date     Condition        Report By
 PE0735  HISTORY     - 1958     MONUMENTED       CGS
 PE0735  HISTORY     - 1966     GOOD             NGS
 PE0735  HISTORY     - 1978     MARK NOT FOUND   DOD
 PE0735  HISTORY     - 1984     POOR             USPSQD
 PE0735  HISTORY     - 1988     POOR             USPSQD
 PE0735
 PE0735                          STATION DESCRIPTION
 PE0735
 PE0735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0735'2.6 MI SE FROM NEWPORT.
 PE0735'2.6 MILES SOUTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE0735'STATION AT NEWPORT, ABOUT 0.25 MILE EAST OF MILEPOST V139/P112,
 PE0735'AT THE SMALL VILLAGE OF EAST NEWPORT, 70 YARDS EAST OF THE
 PE0735'CENTER OF THE JUNCTION OF U.S. HIGHWAY 2 AND STATE HIGHWAY 7, 172
 PE0735'FEET EAST OF THE CENTER OF THE CROSSING OF A BLACK TOPPED ROAD,
 PE0735'44.7 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 29 FEET
 PE0735'NORTH OF THE CENTER LINE OF U.S. HIGHWAY 2, 50 FEET SOUTHWEST OF
 PE0735'THE THIRD TELEPHONE POLE EAST OF THE CROSSING, ABOUT 2 FEET
 PE0735'BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A ROCK
 PE0735'OUTCROP.
 PE0735
 PE0735                          STATION RECOVERY (1978)
 PE0735
 PE0735'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE0735'MARK NOT FOUND.
 PE0735
 PE0735                          STATION RECOVERY (1984)
 PE0735
 PE0735'RECOVERY NOTE BY US POWER SQUADRON 1984
 PE0735'BENCH MARK FOUND TO BE BADLY MUTILATED. TWO EDGES OF DISK WERE PRIED
 PE0735'UP IN U-SHAPED, BUT DISK WAS STILL FIRMLY FIXED IN THE LEDGE.
 PE0735'REDERENCE IN THE 1966 DESCRIPTION TO THE 'THIRD TELEPHONE
 PE0735'POLE--'SHOULD NOW READ 'SECOND TELEPHONE POLE'.
 PE0735
 PE0735                          STATION RECOVERY (1988)
 PE0735
 PE0735'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE0735'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0783 ***********************************************************************
 PE0783  DESIGNATION -  D 131
 PE0783  PID         -  PE0783
 PE0783  STATE/COUNTY-  ME/PENOBSCOT
 PE0783  USGS QUAD   -  CARMEL (1982)
 PE0783
 PE0783                         *CURRENT SURVEY CONTROL
 PE0783  ___________________________________________________________________
 PE0783* NAD 83(1986)-  44 47 00.     (N)    069 01 39.     (W)     SCALED    
 PE0783* NAVD 88     -        63.147  (meters)     207.17   (feet)  ADJUSTED  
 PE0783  ___________________________________________________________________
 PE0783  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 PE0783  DYNAMIC HT  -          63.144 (meters)     207.16  (feet)  COMP
 PE0783  MODELED GRAV-     980,570.7   (mgal)                       NAVD 88
 PE0783
 PE0783  VERT ORDER  -  SECOND    CLASS 0
 PE0783
 PE0783.The horizontal coordinates were scaled from a topographic map and have
 PE0783.an estimated accuracy of +/- 6 seconds.
 PE0783
 PE0783.The orthometric height was determined by differential leveling
 PE0783.and adjusted by the National Geodetic Survey in June 1991..
 PE0783
 PE0783.The geoid height was determined by GEOID03.
 PE0783
 PE0783.The dynamic height is computed by dividing the NAVD 88
 PE0783.geopotential number by the normal gravity value computed on the
 PE0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0783.degrees latitude (g = 980.6199 gals.).
 PE0783
 PE0783.The modeled gravity was interpolated from observed gravity values.
 PE0783
 PE0783;                    North         East    Units  Estimated Accuracy
 PE0783;SPC ME E     -   124,200.      258,260.      MT  (+/- 180 meters Scaled)
 PE0783
 PE0783                          SUPERSEDED SURVEY CONTROL
 PE0783
 PE0783  NGVD 29 (??/??/92)   63.365  (m)          207.89   (f) ADJ UNCH    2 0
 PE0783
 PE0783.Superseded values are not recommended for survey control.
 PE0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0783.See file dsdata.txt to determine how the superseded data were derived.
 PE0783
 PE0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK978588(NAD 83)
 PE0783_MARKER: DB = BENCH MARK DISK
 PE0783_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 PE0783_SP_SET: UNSPECIFIED
 PE0783_STAMPING: D 131 1958
 PE0783_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0783
 PE0783  HISTORY     - Date     Condition        Report By
 PE0783  HISTORY     - 1958     MONUMENTED       CGS
 PE0783  HISTORY     - 1980     GOOD             USGS
 PE0783
 PE0783                          STATION DESCRIPTION
 PE0783
 PE0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0783'1.5 MI SE FROM CARMEL.
 PE0783'1.5 MILES SOUTHEAST ALONG BLACKTOP ROAD FROM THE POST OFFICE
 PE0783'AT CARMEL, AT THE JUNCTION OF DIRT ROAD NORTHEAST, SET IN THE
 PE0783'TOP OF A 2-FOOT BY 6-FOOT EXPOSED PORTION OF A ROCK, 29 FEET
 PE0783'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 97 FEET SOUTH OF THE
 PE0783'CENTER LINE OF THE JUNCTION, 40 FEET EAST OF THE EAST CORNER
 PE0783'OF A HOUSE, 8 FEET NORTHWEST OF A 36-INCH LONE MAPLE TREE, ABOUT
 PE0783'1 FOOT ABOVE THE LEVEL OF THE ROAD.
 PE0783
 PE0783                          STATION RECOVERY (1980)
 PE0783
 PE0783'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 PE0783'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0622 ***********************************************************************
 PE0622  DESIGNATION -  D 132
 PE0622  PID         -  PE0622
 PE0622  STATE/COUNTY-  ME/PENOBSCOT
 PE0622  USGS QUAD   -  BANGOR (1991)
 PE0622
 PE0622                         *CURRENT SURVEY CONTROL
 PE0622  ___________________________________________________________________
 PE0622* NAD 83(1986)-  44 46 26.     (N)    068 51 43.     (W)     SCALED    
 PE0622* NAVD 88     -        43.645  (meters)     143.19   (feet)  ADJUSTED  
 PE0622  ___________________________________________________________________
 PE0622  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 PE0622  DYNAMIC HT  -          43.643 (meters)     143.19  (feet)  COMP
 PE0622  MODELED GRAV-     980,574.8   (mgal)                       NAVD 88
 PE0622
 PE0622  VERT ORDER  -  SECOND    CLASS 0
 PE0622
 PE0622.The horizontal coordinates were scaled from a topographic map and have
 PE0622.an estimated accuracy of +/- 6 seconds.
 PE0622
 PE0622.The orthometric height was determined by differential leveling
 PE0622.and adjusted by the National Geodetic Survey in June 1991..
 PE0622
 PE0622.The geoid height was determined by GEOID03.
 PE0622
 PE0622.The dynamic height is computed by dividing the NAVD 88
 PE0622.geopotential number by the normal gravity value computed on the
 PE0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0622.degrees latitude (g = 980.6199 gals.).
 PE0622
 PE0622.The modeled gravity was interpolated from observed gravity values.
 PE0622
 PE0622;                    North         East    Units  Estimated Accuracy
 PE0622;SPC ME E     -   123,080.      271,350.      MT  (+/- 180 meters Scaled)
 PE0622
 PE0622                          SUPERSEDED SURVEY CONTROL
 PE0622
 PE0622  NGVD 29 (??/??/92)   43.854  (m)          143.88   (f) ADJ UNCH    2 0
 PE0622
 PE0622.Superseded values are not recommended for survey control.
 PE0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0622.See file dsdata.txt to determine how the superseded data were derived.
 PE0622
 PE0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK109578(NAD 83)
 PE0622_MARKER: DB = BENCH MARK DISK
 PE0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0622_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0622_STAMPING: D 132 1958
 PE0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0622+STABILITY: SURFACE MOTION
 PE0622
 PE0622  HISTORY     - Date     Condition        Report By
 PE0622  HISTORY     - 1958     MONUMENTED       CGS
 PE0622  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 PE0622
 PE0622                          STATION DESCRIPTION
 PE0622
 PE0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0622'2.2 MI NW FROM HAMPDEN.
 PE0622'2.2 MILES NORTHWEST ALONG BLACKTOP ROAD TO HERMON CENTER FROM
 PE0622'THE WATER WORKS AT HAMPDEN, AT A GRAVEL CROSS ROAD, 28 FEET
 PE0622'EAST OF THE CENTER LINE OF THE BLACKTOP ROAD, 54 FEET NORTH OF
 PE0622'THE CENTER LINE OF GRAVEL ROAD, 49 FEET NORTHEAST OF THE CENTER
 PE0622'LINE OF THE JUNCTION, 4 FEET EAST OF POWER POLE 51-73-48, 1.3
 PE0622'FEET EAST OF A METAL WITNESS POST, SET IN THE TOP OF A CONCRETE
 PE0622'POST PROJECTING 2 INCHES.
 PE0622
 PE0622                          STATION RECOVERY (1985)
 PE0622
 PE0622'RECOVERY NOTE BY US POWER SQUADRON 1985
 PE0622'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1666 ***********************************************************************
 PE1666  DESIGNATION -  D 133 RESET 1978
 PE1666  PID         -  PE1666
 PE1666  STATE/COUNTY-  ME/PENOBSCOT
 PE1666  USGS QUAD   -  OLD TOWN (1988)
 PE1666
 PE1666                         *CURRENT SURVEY CONTROL
 PE1666  ___________________________________________________________________
 PE1666* NAD 83(1986)-  44 55 08.     (N)    068 41 30.     (W)     SCALED    
 PE1666* NAVD 88     -        36.02   (+/-2cm)     118.2    (feet)  VERTCON   
 PE1666  ___________________________________________________________________
 PE1666  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 PE1666
 PE1666  VERT ORDER  -  THIRD (See Below)
 PE1666
 PE1666.The horizontal coordinates were scaled from a topographic map and have
 PE1666.an estimated accuracy of +/- 6 seconds.
 PE1666
 PE1666.The NAVD 88 height was computed by applying the VERTCON shift value to
 PE1666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PE1666.The vertical order pertains to the NGVD 29 superseded value.
 PE1666
 PE1666.The geoid height was determined by GEOID03.
 PE1666
 PE1666;                    North         East    Units  Estimated Accuracy
 PE1666;SPC ME E     -   139,150.      284,870.      MT  (+/- 180 meters Scaled)
 PE1666
 PE1666                          SUPERSEDED SURVEY CONTROL
 PE1666
 PE1666  NGVD 29 (01/19/06)   36.23   (m)          118.9    (f) RESET       3  
 PE1666
 PE1666.Superseded values are not recommended for survey control.
 PE1666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1666.See file dsdata.txt to determine how the superseded data were derived.
 PE1666
 PE1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK243739(NAD 83)
 PE1666_MARKER: DB = BENCH MARK DISK
 PE1666_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 PE1666_SP_SET: PILLAR
 PE1666_STAMPING: D 133 RESET 1978
 PE1666_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE1666
 PE1666  HISTORY     - Date     Condition        Report By
 PE1666  HISTORY     - 1978     MONUMENTED       RBNF
 PE1666
 PE1666                          STATION DESCRIPTION
 PE1666
 PE1666'DESCRIBED BY RESEARCHED BUT NOT FOUND 1978
 PE1666'2.8 MI NORTH FROM ORONO.
 PE1666'2.8 MILES NORTH ALONG HIGHWAY 16 FROM THE POST OFFICE IN ORONO, AT
 PE1666'THE OLD TOWN WATER DISTRICT GARAGE, IN THE SOUTH FACE OF THE BUILDING
 PE1666'IN THE WEST PILLAR OF THE EASTERN MOST GARAGE DOOR, SET VERTICALLY
 PE1666'ABOUT 16 INCHES ABOVE THE GROUND SURFACE.
 PE1666'THE MARK IS 1.0 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0429 ***********************************************************************
 QG0429  DESIGNATION -  D 134
 QG0429  PID         -  QG0429
 QG0429  STATE/COUNTY-  ME/PENOBSCOT
 QG0429  USGS QUAD   -  HOWLAND (1988)
 QG0429
 QG0429                         *CURRENT SURVEY CONTROL
 QG0429  ___________________________________________________________________
 QG0429* NAD 83(1986)-  45 08 33.     (N)    068 39 34.     (W)     SCALED    
 QG0429* NAVD 88     -        51.711  (meters)     169.66   (feet)  ADJUSTED  
 QG0429  ___________________________________________________________________
 QG0429  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 QG0429  DYNAMIC HT  -          51.711 (meters)     169.66  (feet)  COMP
 QG0429  MODELED GRAV-     980,614.7   (mgal)                       NAVD 88
 QG0429
 QG0429  VERT ORDER  -  SECOND    CLASS 0
 QG0429
 QG0429.The horizontal coordinates were scaled from a topographic map and have
 QG0429.an estimated accuracy of +/- 6 seconds.
 QG0429
 QG0429.The orthometric height was determined by differential leveling
 QG0429.and adjusted by the National Geodetic Survey in June 1991..
 QG0429
 QG0429.The geoid height was determined by GEOID03.
 QG0429
 QG0429.The dynamic height is computed by dividing the NAVD 88
 QG0429.geopotential number by the normal gravity value computed on the
 QG0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0429.degrees latitude (g = 980.6199 gals.).
 QG0429
 QG0429.The modeled gravity was interpolated from observed gravity values.
 QG0429
 QG0429;                    North         East    Units  Estimated Accuracy
 QG0429;SPC ME E     -   163,990.      287,460.      MT  (+/- 180 meters Scaled)
 QG0429
 QG0429                          SUPERSEDED SURVEY CONTROL
 QG0429
 QG0429  NGVD 29 (??/??/92)   51.917  (m)          170.33   (f) ADJ UNCH    2 0
 QG0429
 QG0429.Superseded values are not recommended for survey control.
 QG0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0429.See file dsdata.txt to determine how the superseded data were derived.
 QG0429
 QG0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK267988(NAD 83)
 QG0429_MARKER: DB = BENCH MARK DISK
 QG0429_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QG0429_SP_SET: PINE TREE
 QG0429_STAMPING: D 134 1958
 QG0429_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG0429
 QG0429  HISTORY     - Date     Condition        Report By
 QG0429  HISTORY     - 1958     MONUMENTED       CGS
 QG0429  HISTORY     - 1981     MARK NOT FOUND   USGS
 QG0429  HISTORY     - 19851023 POOR             USPSQD
 QG0429
 QG0429                          STATION DESCRIPTION
 QG0429
 QG0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 QG0429'19.2 MI N FROM OLD TOWN.
 QG0429'2.95 MILES NORTHWEST ALONG STATE HIGHWAY 43 FROM ITS JUNCTION
 QG0429'WITH U.S. HIGHWAY 2 AT OLD TOWN, THENCE 2.25 MILES NORTH ALONG
 QG0429'STATE HIGHWAY 16, THENCE 12.45 MILES NORTH ALONG STATE HIGHWAY
 QG0429'116, THENCE 1.55 MILES WEST ALONG TREE FARM ROAD, ABOUT 0.35
 QG0429'MILES WEST OF THE JUNCTION OF WOODS ROAD SOUTHEAST, 13 FEET
 QG0429'EAST OF THE CENTER LINE OF THE ROAD, 83 FEET NORTH AND ACROSS
 QG0429'THE ROAD FROM AN 18-INCH TRIANGULAR BLAZED PINE TREE, 65 FEET
 QG0429'SOUTH-SOUTHEAST AND ACROSS THE ROAD FROM AN 12-INCH TRIANGULAR
 QG0429'BLAZED PINE TREE, SET VERTICALLY IN THE WEST FACE OF A 24-INCH
 QG0429'PINE TREE AND ABOUT 3 1/2 FEET ABOVE THE LEVEL OF THE GROUND,
 QG0429'ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD.
 QG0429
 QG0429                          STATION RECOVERY (1981)
 QG0429
 QG0429'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 QG0429'MARK NOT FOUND.
 QG0429
 QG0429                          STATION RECOVERY (1985)
 QG0429
 QG0429'RECOVERY NOTE BY US POWER SQUADRON 1985 (DVH)
 QG0429'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0473 ***********************************************************************
 QG0473  DESIGNATION -  D 136
 QG0473  PID         -  QG0473
 QG0473  STATE/COUNTY-  ME/PENOBSCOT
 QG0473  USGS QUAD   -  SEBOEIS (1988)
 QG0473
 QG0473                         *CURRENT SURVEY CONTROL
 QG0473  ___________________________________________________________________
 QG0473* NAD 83(1986)-  45 15 20.     (N)    068 40 02.     (W)     SCALED    
 QG0473* NAVD 88     -        51.733  (meters)     169.73   (feet)  ADJUSTED  
 QG0473  ___________________________________________________________________
 QG0473  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 QG0473  DYNAMIC HT  -          51.733 (meters)     169.73  (feet)  COMP
 QG0473  MODELED GRAV-     980,610.8   (mgal)                       NAVD 88
 QG0473
 QG0473  VERT ORDER  -  FIRST     CLASS II
 QG0473
 QG0473.The horizontal coordinates were scaled from a topographic map and have
 QG0473.an estimated accuracy of +/- 6 seconds.
 QG0473
 QG0473.The orthometric height was determined by differential leveling
 QG0473.and adjusted by the National Geodetic Survey in June 1991..
 QG0473
 QG0473.The geoid height was determined by GEOID03.
 QG0473
 QG0473.The dynamic height is computed by dividing the NAVD 88
 QG0473.geopotential number by the normal gravity value computed on the
 QG0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0473.degrees latitude (g = 980.6199 gals.).
 QG0473
 QG0473.The modeled gravity was interpolated from observed gravity values.
 QG0473
 QG0473;                    North         East    Units  Estimated Accuracy
 QG0473;SPC ME E     -   176,560.      286,880.      MT  (+/- 180 meters Scaled)
 QG0473
 QG0473                          SUPERSEDED SURVEY CONTROL
 QG0473
 QG0473  NGVD 29 (??/??/92)   51.936  (m)          170.39   (f) ADJ UNCH    1 2
 QG0473
 QG0473.Superseded values are not recommended for survey control.
 QG0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0473.See file dsdata.txt to determine how the superseded data were derived.
 QG0473
 QG0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL261113(NAD 83)
 QG0473_MARKER: DB = BENCH MARK DISK
 QG0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0473_STAMPING: D 136 1959
 QG0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0473+STABILITY: SURFACE MOTION
 QG0473
 QG0473  HISTORY     - Date     Condition        Report By
 QG0473  HISTORY     - 1959     MONUMENTED       CGS
 QG0473  HISTORY     - 1978     GOOD             NGS
 QG0473  HISTORY     - 1978     GOOD             NGS
 QG0473  HISTORY     - 1978     GOOD             NGS
 QG0473  HISTORY     - 1987     GOOD             USPSQD
 QG0473
 QG0473                          STATION DESCRIPTION
 QG0473
 QG0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QG0473'1.1 MI NW FROM HOWLAND.
 QG0473'1.1 MILES NORTHWEST ALONG STATE HIGHWAY 116 FROM NORTH END OF THE
 QG0473'LARGE STATE HIGHWAY 116 BRIDGE OVER PISCATAQUIS RIVER AT HOWLAND,
 QG0473'ABOUT 0.2 MILE SOUTHEAST OF A LARGE SAWMILL, 23 1/2 FEET EAST OF
 QG0473'THE CENTER LINE OF THE HIGHWAY, 43 1/2 FEET EAST OF AND ACROSS
 QG0473'THE HIGHWAY FROM TELEPHONE POLE NO. 32, 44 FEET NORTHEAST OF THE
 QG0473'CENTER OF A T JUNCTION OF HIGHWAY AND A DRIVEWAY LEADING WEST,
 QG0473'5 FEET SOUTH OF A POWER LINE POLE, 1.8 FEET WEST OF A METAL
 QG0473'WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND SET IN
 QG0473'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND.
 QG0473
 QG0473                          STATION RECOVERY (1978)
 QG0473
 QG0473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0473'1.1 MILES WEST ALONG STATE HIGHWAY 116 FROM THE NORTH END OF THE STATE
 QG0473'HIGHWAY 116 BRIDGE ACROSS THE PISCATAQUIS AT HOWLAND, 36.3 FT. SOUTH
 QG0473'OF A DIRT DRIVE LEADING EAST, 23.0 FT. EAST OF THE CENTER LINE OF
 QG0473'THE HIGHWAY, 1.6 FT. SOUTH OF A POWER POLE NUMBER 58 36.
 QG0473
 QG0473                          STATION RECOVERY (1978)
 QG0473
 QG0473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0473'1.1 MILES WEST ALONG STATE HIGHWAY 116 FROM THE NORTH END OF THE STATE
 QG0473'HIGHWAY 116 BRIDGE ACROSS THE PISCATAQUIS AT HOWLAND, 36.3 FT. SOUTH
 QG0473'OF A DIRT DRIVE LEADING EAST, 23.0 FT. EAST OF THE CENTER LINE OF
 QG0473'THE HIGHWAY, 1.6 FT. SOUTH OF A POWER POLE NUMBER 58 36.
 QG0473
 QG0473                          STATION RECOVERY (1978)
 QG0473
 QG0473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0473'1.1 MILES WEST ALONG STATE HIGHWAY 116 FROM THE NORTH END OF THE STATE
 QG0473'HIGHWAY 116 BRIDGE ACROSS THE PISCATAQUIS AT HOWLAND, 36.3 FT. SOUTH
 QG0473'OF A DIRT DRIVE LEADING EAST, 23.0 FT. EAST OF THE CENTER LINE OF
 QG0473'THE HIGHWAY, 1.6 FT. SOUTH OF A POWER POLE NUMBER 58 36.
 QG0473
 QG0473                          STATION RECOVERY (1987)
 QG0473
 QG0473'RECOVERY NOTE BY US POWER SQUADRON 1987 (ELG)
 QG0473'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0617 ***********************************************************************
 QG0617  DESIGNATION -  D 137
 QG0617  PID         -  QG0617
 QG0617  STATE/COUNTY-  ME/PENOBSCOT
 QG0617  USGS QUAD   -  MEDUNKEUNK LAKE (1988)
 QG0617
 QG0617                         *CURRENT SURVEY CONTROL
 QG0617  ___________________________________________________________________
 QG0617* NAD 83(1986)-  45 34 37.     (N)    068 31 16.     (W)     SCALED    
 QG0617* NAVD 88     -       167.876  (meters)     550.77   (feet)  ADJUSTED  
 QG0617  ___________________________________________________________________
 QG0617  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 QG0617  DYNAMIC HT  -         167.879 (meters)     550.78  (feet)  COMP
 QG0617  MODELED GRAV-     980,627.2   (mgal)                       NAVD 88
 QG0617
 QG0617  VERT ORDER  -  SECOND    CLASS 0
 QG0617
 QG0617.The horizontal coordinates were scaled from a topographic map and have
 QG0617.an estimated accuracy of +/- 6 seconds.
 QG0617
 QG0617.The orthometric height was determined by differential leveling
 QG0617.and adjusted by the National Geodetic Survey in June 1991..
 QG0617
 QG0617.The geoid height was determined by GEOID03.
 QG0617
 QG0617.The dynamic height is computed by dividing the NAVD 88
 QG0617.geopotential number by the normal gravity value computed on the
 QG0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0617.degrees latitude (g = 980.6199 gals.).
 QG0617
 QG0617.The modeled gravity was interpolated from observed gravity values.
 QG0617
 QG0617;                    North         East    Units  Estimated Accuracy
 QG0617;SPC ME E     -   212,260.      298,350.      MT  (+/- 180 meters Scaled)
 QG0617
 QG0617                          SUPERSEDED SURVEY CONTROL
 QG0617
 QG0617  NGVD 29 (??/??/92)  168.073  (m)          551.42   (f) ADJ UNCH    2 0
 QG0617
 QG0617.Superseded values are not recommended for survey control.
 QG0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0617.See file dsdata.txt to determine how the superseded data were derived.
 QG0617
 QG0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL373471(NAD 83)
 QG0617_MARKER: DB = BENCH MARK DISK
 QG0617_SETTING: 80 = SET IN A BOULDER
 QG0617_SP_SET: BOULDER
 QG0617_STAMPING: D 137 1959
 QG0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0617+STABILITY: SURFACE MOTION
 QG0617
 QG0617  HISTORY     - Date     Condition        Report By
 QG0617  HISTORY     - 1959     MONUMENTED       CGS
 QG0617  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QG0617
 QG0617                          STATION DESCRIPTION
 QG0617
 QG0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QG0617'2.7 MI SE FROM MEDWAY.
 QG0617'1.6 MILES SOUTHEAST ALONG STATE HIGHWAY 116 FROM THE SOUTH
 QG0617'END OF THE LARGE STEEL BRIDGE OVER THE WEST BRANCH OF THE
 QG0617'PENOBSCOT RIVER AT MEDWAY, THENCE 1.1 MILES SOUTH ALONG A TAR
 QG0617'AND GRAVELED ROAD, IN A FENCED IN OPEN PASTURE WHICH HAVE SEVERAL
 QG0617'LARGE BOULDERS PROJECTING OUT OF THE GROUND, 0.1 MILE NORTH OF
 QG0617'A CROSS-ROAD, SET VERTICALLY IN THE EAST FACE OF A 15 BY 15 FOOT
 QG0617'BOULDER PROJECTING 10 FEET ABOVE THE GROUND, 35 FEET WEST OF
 QG0617'THE CENTER LINE OF THE ROAD, 15.8 FEET WEST OF FENCE LINE, 3 FEET
 QG0617'ABOVE THE LEVEL OF THE GROUND, ABOUT LEVEL WITH THE ROAD.
 QG0617
 QG0617                          STATION RECOVERY (1985)
 QG0617
 QG0617'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLM)
 QG0617'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0109 ***********************************************************************
 QG0109  DESIGNATION -  D 138
 QG0109  PID         -  QG0109
 QG0109  STATE/COUNTY-  ME/PENOBSCOT
 QG0109  USGS QUAD   -  SALMON STREAM LAKE (1988)
 QG0109
 QG0109                         *CURRENT SURVEY CONTROL
 QG0109  ___________________________________________________________________
 QG0109* NAD 83(1986)-  45 41 17.     (N)    068 29 34.     (W)     SCALED    
 QG0109* NAVD 88     -       113.216  (meters)     371.44   (feet)  ADJUSTED  
 QG0109  ___________________________________________________________________
 QG0109  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 QG0109  DYNAMIC HT  -         113.218 (meters)     371.45  (feet)  COMP
 QG0109  MODELED GRAV-     980,635.2   (mgal)                       NAVD 88
 QG0109
 QG0109  VERT ORDER  -  SECOND    CLASS 0
 QG0109
 QG0109.The horizontal coordinates were scaled from a topographic map and have
 QG0109.an estimated accuracy of +/- 6 seconds.
 QG0109
 QG0109.The orthometric height was determined by differential leveling
 QG0109.and adjusted by the National Geodetic Survey in June 1991..
 QG0109
 QG0109.The geoid height was determined by GEOID03.
 QG0109
 QG0109.The dynamic height is computed by dividing the NAVD 88
 QG0109.geopotential number by the normal gravity value computed on the
 QG0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0109.degrees latitude (g = 980.6199 gals.).
 QG0109
 QG0109.The modeled gravity was interpolated from observed gravity values.
 QG0109
 QG0109;                    North         East    Units  Estimated Accuracy
 QG0109;SPC ME E     -   224,610.      300,560.      MT  (+/- 180 meters Scaled)
 QG0109
 QG0109                          SUPERSEDED SURVEY CONTROL
 QG0109
 QG0109  NGVD 29 (??/??/92)  113.403  (m)          372.06   (f) ADJ UNCH    2 0
 QG0109
 QG0109.Superseded values are not recommended for survey control.
 QG0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0109.See file dsdata.txt to determine how the superseded data were derived.
 QG0109
 QG0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL394595(NAD 83)
 QG0109_MARKER: DB = BENCH MARK DISK
 QG0109_SETTING: 80 = SET IN A BOULDER
 QG0109_SP_SET: BOULDER
 QG0109_STAMPING: D 138 1959
 QG0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0109+STABILITY: SURFACE MOTION
 QG0109
 QG0109  HISTORY     - Date     Condition        Report By
 QG0109  HISTORY     - 1959     MONUMENTED       CGS
 QG0109  HISTORY     - 1976     GOOD             MEDT
 QG0109
 QG0109                          STATION DESCRIPTION
 QG0109
 QG0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QG0109'10.3 MI NE FROM MEDWAY.
 QG0109'5.3 MILES NORTH-NORTHWEST ALONG STATE HIGHWAY 11 FROM ITS JUNCTION
 QG0109'WITH STATE HIGHWAY 157 AT MEDWAY, THENCE 2.4 MILES EAST ALONG
 QG0109'MAIN TRAVELED GRAVEL ROAD, THENCE 2.6 MILES SOUTHEAST ALONG A
 QG0109'GRAVEL ROAD, AT THE SOUTH EDGE OF A LARGE CLEARING, NEAR AN
 QG0109'ABANDONED LOGGING CAMPSITE, ABOUT 300 FEET SOUTH OF THE SOUTH EDGE
 QG0109'OF WADLEIGH SLOUGH, ON THE TOP OF A 2-FOOT EMBEDDED BOULDER
 QG0109'FLUSH WITH THE GROUND, 10 FEET SOUTH OF THE CENTER LINE OF THE
 QG0109'ROAD, 3 FEET SOUTHEAST OF A METAL WITNESS POST AND ABOUT 1 FOOT
 QG0109'ABOVE THE LEVEL OF THE ROAD.
 QG0109
 QG0109                          STATION RECOVERY (1976)
 QG0109
 QG0109'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1976
 QG0109'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0167 ***********************************************************************
 QG0167  DESIGNATION -  D 139
 QG0167  PID         -  QG0167
 QG0167  STATE/COUNTY-  ME/AROOSTOOK
 QG0167  USGS QUAD   -  CRYSTAL (1989)
 QG0167
 QG0167                         *CURRENT SURVEY CONTROL
 QG0167  ___________________________________________________________________
 QG0167* NAD 83(1986)-  45 56 57.     (N)    068 18 50.     (W)     SCALED    
 QG0167* NAVD 88     -       175.959  (meters)     577.29   (feet)  ADJUSTED  
 QG0167  ___________________________________________________________________
 QG0167  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 QG0167  DYNAMIC HT  -         175.964 (meters)     577.31  (feet)  COMP
 QG0167  MODELED GRAV-     980,644.2   (mgal)                       NAVD 88
 QG0167
 QG0167  VERT ORDER  -  SECOND    CLASS 0
 QG0167
 QG0167.The horizontal coordinates were scaled from a topographic map and have
 QG0167.an estimated accuracy of +/- 6 seconds.
 QG0167
 QG0167.The orthometric height was determined by differential leveling
 QG0167.and adjusted by the National Geodetic Survey in June 1991..
 QG0167
 QG0167.The geoid height was determined by GEOID03.
 QG0167
 QG0167.The dynamic height is computed by dividing the NAVD 88
 QG0167.geopotential number by the normal gravity value computed on the
 QG0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0167.degrees latitude (g = 980.6199 gals.).
 QG0167
 QG0167.The modeled gravity was interpolated from observed gravity values.
 QG0167
 QG0167;                    North         East    Units  Estimated Accuracy
 QG0167;SPC ME E     -   253,640.      314,430.      MT  (+/- 180 meters Scaled)
 QG0167
 QG0167                          SUPERSEDED SURVEY CONTROL
 QG0167
 QG0167  NGVD 29 (??/??/92)  176.130  (m)          577.85   (f) ADJ UNCH    2 0
 QG0167
 QG0167.Superseded values are not recommended for survey control.
 QG0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0167.See file dsdata.txt to determine how the superseded data were derived.
 QG0167
 QG0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL531886(NAD 83)
 QG0167_MARKER: DB = BENCH MARK DISK
 QG0167_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QG0167_SP_SET: CULVERT
 QG0167_STAMPING: D 139 1959
 QG0167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG0167
 QG0167  HISTORY     - Date     Condition        Report By
 QG0167  HISTORY     - 1959     MONUMENTED       CGS
 QG0167  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QG0167
 QG0167                          STATION DESCRIPTION
 QG0167
 QG0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QG0167'6.4 MI NE FROM SHERMAN MILLS.
 QG0167'4.75 MILES NORTHEAST ALONG AN ASPHALT ROAD FROM THE POST OFFICE
 QG0167'AT SHERMAN MILLS, THENCE 1.6 MILES NORTHEAST ALONG U.S. HIGHWAY
 QG0167'NO. 2, ABOUT 1.0 MILE NORTHEAST OF THE T JUNCTION OF A GRAVEL
 QG0167'ROAD LEADING NORTHWEST TO CRYSTAL, ON THE TOP OF THE NORTH END
 QG0167'OF THE WEST CONCRETE HEADWALL OF A 4-BY-4 FOOT CONCRETE BOX
 QG0167'CULVERT UNDER THE HIGHWAY, 11 1/2 FEET WEST OF THE CENTER LINE OF
 QG0167'THE HIGHWAY, 1.8 FEET SOUTH OF THE NORTH END OF THE HEADWALL AND
 QG0167'ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 QG0167
 QG0167                          STATION RECOVERY (1985)
 QG0167
 QG0167'RECOVERY NOTE BY US POWER SQUADRON 1985 (BRP)
 QG0167'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0649 ***********************************************************************
 PE0649  DESIGNATION -  D 14
 PE0649  PID         -  PE0649
 PE0649  STATE/COUNTY-  ME/PENOBSCOT
 PE0649  USGS QUAD   -  CARMEL (1982)
 PE0649
 PE0649                         *CURRENT SURVEY CONTROL
 PE0649  ___________________________________________________________________
 PE0649* NAD 83(1986)-  44 47 57.     (N)    069 02 34.     (W)     SCALED    
 PE0649* NAVD 88     -        46.754  (meters)     153.39   (feet)  ADJUSTED  
 PE0649  ___________________________________________________________________
 PE0649  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 PE0649  DYNAMIC HT  -          46.752 (meters)     153.39  (feet)  COMP
 PE0649  MODELED GRAV-     980,572.5   (mgal)                       NAVD 88
 PE0649
 PE0649  VERT ORDER  -  FIRST     CLASS I
 PE0649
 PE0649.The horizontal coordinates were scaled from a topographic map and have
 PE0649.an estimated accuracy of +/- 6 seconds.
 PE0649
 PE0649.The orthometric height was determined by differential leveling
 PE0649.and adjusted by the National Geodetic Survey in June 1991..
 PE0649.WARNING-Repeat measurements at this control monument indicate possible
 PE0649.vertical movement.
 PE0649
 PE0649.The geoid height was determined by GEOID03.
 PE0649
 PE0649.The dynamic height is computed by dividing the NAVD 88
 PE0649.geopotential number by the normal gravity value computed on the
 PE0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0649.degrees latitude (g = 980.6199 gals.).
 PE0649
 PE0649.The modeled gravity was interpolated from observed gravity values.
 PE0649
 PE0649;                    North         East    Units  Estimated Accuracy
 PE0649;SPC ME E     -   125,970.      257,060.      MT  (+/- 180 meters Scaled)
 PE0649
 PE0649                          SUPERSEDED SURVEY CONTROL
 PE0649
 PE0649  NGVD 29 (??/??/92)   46.969  (m)          154.10   (f) ADJ UNCH    1 1
 PE0649
 PE0649.Superseded values are not recommended for survey control.
 PE0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0649.See file dsdata.txt to determine how the superseded data were derived.
 PE0649
 PE0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK966606(NAD 83)
 PE0649_MARKER: DB = BENCH MARK DISK
 PE0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0649_STAMPING: D 14 1927
 PE0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0649+STABILITY: SURFACE MOTION
 PE0649
 PE0649  HISTORY     - Date     Condition        Report By
 PE0649  HISTORY     - 1927     MONUMENTED       CGS
 PE0649  HISTORY     - 1966     GOOD             NGS
 PE0649  HISTORY     - 1980     GOOD             USGS
 PE0649
 PE0649                          STATION DESCRIPTION
 PE0649
 PE0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0649'AT CARMEL.
 PE0649'AT CARMEL, ALONG THE MAINE CENTRAL RAILROAD, ABOUT 0.3 MILE
 PE0649'NORTHWEST OF MILEPOST V129/P122, 165.7 FEET SOUTH OF BENCH
 PE0649'MARK R 115 DESCRIBED, 85.2 FEET SOUTHWEST OF AND ACROSS A
 PE0649'SIDETRACK FROM THE SOUTHWEST RAIL OF THE MAIN TRACK, 4 1/2
 PE0649'FEET SOUTHEAST OF THE THIRD TELEPHONE POLE SOUTHEAST OF U.S.
 PE0649'HIGHWAY 2 OVERPASS, 1 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND
 PE0649'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
 PE0649
 PE0649                          STATION RECOVERY (1980)
 PE0649
 PE0649'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 PE0649'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0186 ***********************************************************************
 PE0186  DESIGNATION -  D 144
 PE0186  PID         -  PE0186
 PE0186  STATE/COUNTY-  ME/HANCOCK
 PE0186  USGS QUAD   -  ELLSWORTH (1981)
 PE0186
 PE0186                         *CURRENT SURVEY CONTROL
 PE0186  ___________________________________________________________________
 PE0186* NAD 83(1986)-  44 31 25.     (N)    068 23 51.     (W)     SCALED    
 PE0186* NAVD 88     -        82.138  (meters)     269.48   (feet)  ADJUSTED  
 PE0186  ___________________________________________________________________
 PE0186  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 PE0186  DYNAMIC HT  -          82.133 (meters)     269.46  (feet)  COMP
 PE0186  MODELED GRAV-     980,556.1   (mgal)                       NAVD 88
 PE0186
 PE0186  VERT ORDER  -  SECOND    CLASS 0
 PE0186
 PE0186.The horizontal coordinates were scaled from a topographic map and have
 PE0186.an estimated accuracy of +/- 6 seconds.
 PE0186
 PE0186.The orthometric height was determined by differential leveling
 PE0186.and adjusted by the National Geodetic Survey in June 1991..
 PE0186
 PE0186.The geoid height was determined by GEOID03.
 PE0186
 PE0186.The dynamic height is computed by dividing the NAVD 88
 PE0186.geopotential number by the normal gravity value computed on the
 PE0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0186.degrees latitude (g = 980.6199 gals.).
 PE0186
 PE0186.The modeled gravity was interpolated from observed gravity values.
 PE0186
 PE0186;                    North         East    Units  Estimated Accuracy
 PE0186;SPC ME E     -    95,210.      308,150.      MT  (+/- 180 meters Scaled)
 PE0186
 PE0186                          SUPERSEDED SURVEY CONTROL
 PE0186
 PE0186  NGVD 29 (??/??/92)   82.328  (m)          270.10   (f) ADJ UNCH    2 0
 PE0186
 PE0186.Superseded values are not recommended for survey control.
 PE0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0186.See file dsdata.txt to determine how the superseded data were derived.
 PE0186
 PE0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK478302(NAD 83)
 PE0186_MARKER: DB = BENCH MARK DISK
 PE0186_SETTING: 80 = SET IN A BOULDER
 PE0186_SP_SET: BOULDER
 PE0186_STAMPING: D 144 1962
 PE0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0186+STABILITY: SURFACE MOTION
 PE0186
 PE0186  HISTORY     - Date     Condition        Report By
 PE0186  HISTORY     - 1962     MONUMENTED       CGS
 PE0186  HISTORY     - 1965     GOOD             NGS
 PE0186
 PE0186                          STATION DESCRIPTION
 PE0186
 PE0186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 PE0186'2.1 MI S FROM ELLSWORTH.
 PE0186'1.3 MILES EAST AND SOUTH OF THE ELLSWORTH POST OFFICE ON U.S.
 PE0186'HIGHWAY 1 AND STATE HIGHWAY 3 TO THE TRIANGLE, THENCE SOUTH ON
 PE0186'HIGHWAY 3 FOR 0.8 MILE TO THE MARK ON THE RIGHT.  0.3 MILE NORTH
 PE0186'OF THE INTERSECTION OF HIGHWAY 3 AND BUTTERMILK ROAD, 100 FEET
 PE0186'NORTH OF THE NORTHEAST CORNER OF THE CURVE INN RESTAURANT, 31
 PE0186'FEET WEST OF THE CENTER OF THE HIGHWAY SET IN A DRILL HOLE IN
 PE0186'THE TOP OF A 3 X 3.5 FOOT BOULDER THAT PROJECTS 3 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA4263 ***********************************************************************
 AA4263  DESIGNATION -  D 144 RESET
 AA4263  PID         -  AA4263
 AA4263  STATE/COUNTY-  ME/HANCOCK
 AA4263  USGS QUAD   -  ELLSWORTH (1981)
 AA4263
 AA4263                         *CURRENT SURVEY CONTROL
 AA4263  ___________________________________________________________________
 AA4263* NAD 83(1986)-  44 31 25.     (N)    068 23 51.     (W)     SCALED    
 AA4263* NAVD 88     -        82.46   (+/-2cm)     270.5    (feet)  VERTCON   
 AA4263  ___________________________________________________________________
 AA4263  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 AA4263
 AA4263  VERT ORDER  -  THIRD (See Below)
 AA4263
 AA4263.The horizontal coordinates were scaled from a topographic map and have
 AA4263.an estimated accuracy of +/- 6 seconds.
 AA4263
 AA4263.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4263.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4263.The vertical order pertains to the NGVD 29 superseded value.
 AA4263
 AA4263.The geoid height was determined by GEOID03.
 AA4263
 AA4263;                    North         East    Units  Estimated Accuracy
 AA4263;SPC ME E     -    95,210.      308,150.      MT  (+/- 180 meters Scaled)
 AA4263
 AA4263                          SUPERSEDED SURVEY CONTROL
 AA4263
 AA4263  NGVD 29 (01/19/06)   82.65   (m)          271.2    (f) RESET       3  
 AA4263
 AA4263.Superseded values are not recommended for survey control.
 AA4263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4263.See file dsdata.txt to determine how the superseded data were derived.
 AA4263
 AA4263_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK478302(NAD 83)
 AA4263_MARKER: DV = VERTICAL CONTROL DISK
 AA4263_SETTING: 80 = SET IN A BOULDER
 AA4263_STAMPING: D 144 RESET 1978
 AA4263_MARK LOGO: NGS   
 AA4263_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4263+STABILITY: SURFACE MOTION
 AA4263
 AA4263  HISTORY     - Date     Condition        Report By
 AA4263  HISTORY     - 1978     MONUMENTED       NGS
 AA4263
 AA4263                          STATION DESCRIPTION
 AA4263
 AA4263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AA4263'FROM THE JUNCTION OF US HIGHWAY 1 AND STATE HIGHWAY 3, ABOUT 1 MILE
 AA4263'(1.6 KM) SOUTHEAST OF THE POST OFFICE IN ELLSWORTH, GO SOUTH ON
 AA4263'HIGHWAY 3 FOR 0.7 MILE (1.1 KM) TO THE MARK ON THE LEFT, 120.0 FEET
 AA4263'(36.6 M) NORTHEAST OF THE NORTHEAST CORNER OF DRIVE-IN SUB SHOP, 56.0
 AA4263'FEET (17.1 M) NORTH OF POWERLINE POLE 24, 38.5 FEET (11.7 M) SOUTH OF
 AA4263'POWERLINE POLE 23, AND 30.0 FEET (9.1 M) EAST OF THE CENTERLINE OF
 AA4263'HIGHWAY 3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0304 ***********************************************************************
 PE0304  DESIGNATION -  D 145
 PE0304  PID         -  PE0304
 PE0304  STATE/COUNTY-  ME/HANCOCK
 PE0304  USGS QUAD   -  SOUTHWEST HARBOR (1983)
 PE0304
 PE0304                         *CURRENT SURVEY CONTROL
 PE0304  ___________________________________________________________________
 PE0304* NAD 83(1986)-  44 15 11.     (N)    068 20 26.     (W)     SCALED    
 PE0304* NAVD 88     -         3.238  (meters)      10.62   (feet)  ADJUSTED  
 PE0304  ___________________________________________________________________
 PE0304  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 PE0304  DYNAMIC HT  -           3.238 (meters)      10.62  (feet)  COMP
 PE0304  MODELED GRAV-     980,544.1   (mgal)                       NAVD 88
 PE0304
 PE0304  VERT ORDER  -  SECOND    CLASS 0
 PE0304
 PE0304.The horizontal coordinates were scaled from a topographic map and have
 PE0304.an estimated accuracy of +/- 6 seconds.
 PE0304
 PE0304.The orthometric height was determined by differential leveling
 PE0304.and adjusted by the National Geodetic Survey in June 1991..
 PE0304
 PE0304.The geoid height was determined by GEOID03.
 PE0304
 PE0304.The dynamic height is computed by dividing the NAVD 88
 PE0304.geopotential number by the normal gravity value computed on the
 PE0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0304.degrees latitude (g = 980.6199 gals.).
 PE0304
 PE0304.The modeled gravity was interpolated from observed gravity values.
 PE0304
 PE0304;                    North         East    Units  Estimated Accuracy
 PE0304;SPC ME E     -    65,160.      312,730.      MT  (+/- 180 meters Scaled)
 PE0304
 PE0304                          SUPERSEDED SURVEY CONTROL
 PE0304
 PE0304  NGVD 29 (??/??/92)    3.430  (m)           11.25   (f) ADJ UNCH    2 0
 PE0304
 PE0304.Superseded values are not recommended for survey control.
 PE0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0304.See file dsdata.txt to determine how the superseded data were derived.
 PE0304
 PE0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK526001(NAD 83)
 PE0304_MARKER: DB = BENCH MARK DISK
 PE0304_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE0304_SP_SET: ABUTMENT
 PE0304_STAMPING: D 145 1962
 PE0304_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0304
 PE0304  HISTORY     - Date     Condition        Report By
 PE0304  HISTORY     - 1962     MONUMENTED       CGS
 PE0304  HISTORY     - 1986     GOOD             USPSQD
 PE0304  HISTORY     - 20040730 MARK NOT FOUND   GEOCAC
 PE0304  HISTORY     - 20040802 MARK NOT FOUND   USPSQD
 PE0304
 PE0304                          STATION DESCRIPTION
 PE0304
 PE0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PE0304'2 MI S FROM SOUTHWEST HARBOR.
 PE0304'2.05 MILES SOUTH AND SOUTHWEST ON STATE HIGHWAY 102 FROM THE POST
 PE0304'OFFICE AT SOUTHWEST HARBOR.  SET IN A DRILL HOLE IN THE SOUTH
 PE0304'CONCRETE ABUTMENT AT THE EAST END OF ADAMS BRIDGE.  15 FEET
 PE0304'SOUTH OF THE CENTER LINE AND ABOUT LEVEL WITH HIGHWAY 102.
 PE0304
 PE0304                          STATION RECOVERY (1986)
 PE0304
 PE0304'RECOVERY NOTE BY US POWER SQUADRON 1986 (ELG)
 PE0304'RECOVERED IN GOOD CONDITION.
 PE0304
 PE0304                          STATION RECOVERY (2004)
 PE0304
 PE0304'RECOVERY NOTE BY GEOCACHING 2004 (LEH)
 PE0304'NOT FOUND MOST LIKELY DESTROYED ADAMS BRIDGE AND ROADWAY HAVE BEEN
 PE0304'REBUILT IN LAST 10 YEARS ACCRODING TO TOWNS PEOPLE AND MY VISUAL
 PE0304'INSPECTION. I INSPECTED S END AND E CORNER. DIGITAL PHOTOS AVAILABLE
 PE0304'ON GEOCACHING WEB PAGE UNDER PE0304 LISTING
 PE0304
 PE0304                          STATION RECOVERY (2004)
 PE0304
 PE0304'RECOVERY NOTE BY US POWER SQUADRON 2004
 PE0304'IT APPEARS TO BE A NEW BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0332 ***********************************************************************
 PE0332  DESIGNATION -  D 146
 PE0332  PID         -  PE0332
 PE0332  STATE/COUNTY-  ME/HANCOCK
 PE0332  USGS QUAD   -  BLUE HILL (1981)
 PE0332
 PE0332                         *CURRENT SURVEY CONTROL
 PE0332  ___________________________________________________________________
 PE0332* NAD 83(1986)-  44 27 34.     (N)    068 32 27.     (W)     SCALED    
 PE0332* NAVD 88     -        55.980  (meters)     183.66   (feet)  ADJUSTED  
 PE0332  ___________________________________________________________________
 PE0332  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 PE0332  DYNAMIC HT  -          55.975 (meters)     183.64  (feet)  COMP
 PE0332  MODELED GRAV-     980,530.3   (mgal)                       NAVD 88
 PE0332
 PE0332  VERT ORDER  -  SECOND    CLASS 0
 PE0332
 PE0332.The horizontal coordinates were scaled from a topographic map and have
 PE0332.an estimated accuracy of +/- 6 seconds.
 PE0332
 PE0332.The orthometric height was determined by differential leveling
 PE0332.and adjusted by the National Geodetic Survey in June 1991..
 PE0332
 PE0332.The geoid height was determined by GEOID03.
 PE0332
 PE0332.The dynamic height is computed by dividing the NAVD 88
 PE0332.geopotential number by the normal gravity value computed on the
 PE0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0332.degrees latitude (g = 980.6199 gals.).
 PE0332
 PE0332.The modeled gravity was interpolated from observed gravity values.
 PE0332
 PE0332;                    North         East    Units  Estimated Accuracy
 PE0332;SPC ME E     -    88,080.      296,750.      MT  (+/- 180 meters Scaled)
 PE0332
 PE0332                          SUPERSEDED SURVEY CONTROL
 PE0332
 PE0332  NGVD 29 (??/??/92)   56.169  (m)          184.28   (f) ADJ UNCH    2 0
 PE0332
 PE0332.Superseded values are not recommended for survey control.
 PE0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0332.See file dsdata.txt to determine how the superseded data were derived.
 PE0332
 PE0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK365230(NAD 83)
 PE0332_MARKER: DB = BENCH MARK DISK
 PE0332_SETTING: 66 = SET IN ROCK OUTCROP
 PE0332_SP_SET: ROCK OUTCROP
 PE0332_STAMPING: D 146 1962
 PE0332_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0332+STABILITY: POSITION/ELEVATION WELL
 PE0332
 PE0332  HISTORY     - Date     Condition        Report By
 PE0332  HISTORY     - 1962     MONUMENTED       CGS
 PE0332  HISTORY     - 1967     GOOD             NGS
 PE0332  HISTORY     - 1984     GOOD             USPSQD
 PE0332
 PE0332                          STATION DESCRIPTION
 PE0332
 PE0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PE0332'3.2 MI SW FROM SURRY.
 PE0332'ABOUT 3.2 MILES SOUTHWEST ALONG STATE HIGHWAY 172 FROM THE POST
 PE0332'OFFICE AT SURRY, ABOUT 0.1 MILE SOUTHWEST OF A LARGE ROADSIDE
 PE0332'PARK, SET IN A DRILL HOLE IN A MASSIVE OUTCROP THAT IS AT THE
 PE0332'NORTHEAST END OF A LARGE GROUP OF ROCKS, 54 FEET SOUTH OF THE
 PE0332'CENTER OF THE HIGHWAY, 35 FEET SOUTHWEST OF POWER POLE NO. 164,
 PE0332'10 FEET NORTHEAST OF THE NORTHEAST EDGE OF A 4 FOOT ROCK OUTCROP
 PE0332'AND ABOUT LEVEL WITH THE HIGHWAY.
 PE0332
 PE0332                          STATION RECOVERY (1984)
 PE0332
 PE0332'RECOVERY NOTE BY US POWER SQUADRON 1984
 PE0332'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0379 ***********************************************************************
 PE0379  DESIGNATION -  D 147
 PE0379  PID         -  PE0379
 PE0379  STATE/COUNTY-  ME/WALDO
 PE0379  USGS QUAD   -  CASTINE (1979)
 PE0379
 PE0379                         *CURRENT SURVEY CONTROL
 PE0379  ___________________________________________________________________
 PE0379* NAD 83(1986)-  44 27 53.     (N)    068 49 42.     (W)     SCALED    
 PE0379* NAVD 88     -        21.944  (meters)      71.99   (feet)  ADJUSTED  
 PE0379  ___________________________________________________________________
 PE0379  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 PE0379  DYNAMIC HT  -          21.943 (meters)      71.99  (feet)  COMP
 PE0379  MODELED GRAV-     980,556.5   (mgal)                       NAVD 88
 PE0379
 PE0379  VERT ORDER  -  SECOND    CLASS 0
 PE0379
 PE0379.The horizontal coordinates were scaled from a topographic map and have
 PE0379.an estimated accuracy of +/- 6 seconds.
 PE0379
 PE0379.The orthometric height was determined by differential leveling
 PE0379.and adjusted by the National Geodetic Survey in June 1991..
 PE0379
 PE0379.The geoid height was determined by GEOID03.
 PE0379
 PE0379.The dynamic height is computed by dividing the NAVD 88
 PE0379.geopotential number by the normal gravity value computed on the
 PE0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0379.degrees latitude (g = 980.6199 gals.).
 PE0379
 PE0379.The modeled gravity was interpolated from observed gravity values.
 PE0379
 PE0379;                    North         East    Units  Estimated Accuracy
 PE0379;SPC ME E     -    88,720.      273,880.      MT  (+/- 180 meters Scaled)
 PE0379
 PE0379                          SUPERSEDED SURVEY CONTROL
 PE0379
 PE0379  NGVD 29 (??/??/92)   22.174  (m)           72.75   (f) ADJ UNCH    2 0
 PE0379
 PE0379.Superseded values are not recommended for survey control.
 PE0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0379.See file dsdata.txt to determine how the superseded data were derived.
 PE0379
 PE0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK136235(NAD 83)
 PE0379_MARKER: DB = BENCH MARK DISK
 PE0379_SETTING: 80 = SET IN A BOULDER
 PE0379_SP_SET: BOULDER
 PE0379_STAMPING: D 147 1962
 PE0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0379+STABILITY: SURFACE MOTION
 PE0379
 PE0379  HISTORY     - Date     Condition        Report By
 PE0379  HISTORY     - 1962     MONUMENTED       CGS
 PE0379  HISTORY     - 1983     GOOD             USPSQD
 PE0379
 PE0379                          STATION DESCRIPTION
 PE0379
 PE0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PE0379'0.9 MI W FROM FORT POINT.
 PE0379'ABOUT 0.9 MILE WEST ALONG A GRAVEL ROAD FROM THE COAST GUARD
 PE0379'STATION AND LIGHTHOUSE AT FORT POINT ON CAPE JELLISON, SET ON
 PE0379'THE TOP OF A 6-BY-3-FOOT BOULDER WHICH PROJECTS 3 FEET ABOVE
 PE0379'THE LEVEL OF THE GROUND, 0.15 MILE EAST OF THE JUNCTION OF A
 PE0379'BLACK TOP ROAD, 33 FEET NORTH OF THE CENTERLINE OF THE ROAD, 108
 PE0379'FEET WEST OF POWER LINE POLE NO. 59 AND 2 FEET ABOVE THE LEVEL
 PE0379'OF THE ROAD.
 PE0379
 PE0379                          STATION RECOVERY (1983)
 PE0379
 PE0379'RECOVERY NOTE BY US POWER SQUADRON 1983
 PE0379'THE POWER LINE POLE IS NO 39.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0342 ***********************************************************************
 PD0342  DESIGNATION -  D 148
 PD0342  PID         -  PD0342
 PD0342  STATE/COUNTY-  ME/WASHINGTON
 PD0342  USGS QUAD   -  HARRINGTON (1975)
 PD0342
 PD0342                         *CURRENT SURVEY CONTROL
 PD0342  ___________________________________________________________________
 PD0342* NAD 83(1986)-  44 34 40.     (N)    067 52 05.     (W)     SCALED    
 PD0342* NAVD 88     -        38.781  (meters)     127.23   (feet)  ADJUSTED  
 PD0342  ___________________________________________________________________
 PD0342  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 PD0342  DYNAMIC HT  -          38.780 (meters)     127.23  (feet)  COMP
 PD0342  MODELED GRAV-     980,587.1   (mgal)                       NAVD 88
 PD0342
 PD0342  VERT ORDER  -  SECOND    CLASS 0
 PD0342
 PD0342.The horizontal coordinates were scaled from a topographic map and have
 PD0342.an estimated accuracy of +/- 6 seconds.
 PD0342
 PD0342.The orthometric height was determined by differential leveling
 PD0342.and adjusted by the National Geodetic Survey in June 1991..
 PD0342
 PD0342.The geoid height was determined by GEOID03.
 PD0342
 PD0342.The dynamic height is computed by dividing the NAVD 88
 PD0342.geopotential number by the normal gravity value computed on the
 PD0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0342.degrees latitude (g = 980.6199 gals.).
 PD0342
 PD0342.The modeled gravity was interpolated from observed gravity values.
 PD0342
 PD0342;                    North         East    Units  Estimated Accuracy
 PD0342;SPC ME E     -   101,420.      350,190.      MT  (+/- 180 meters Scaled)
 PD0342
 PD0342                          SUPERSEDED SURVEY CONTROL
 PD0342
 PD0342  NGVD 29 (??/??/92)   38.985  (m)          127.90   (f) ADJ UNCH    2 0
 PD0342
 PD0342.Superseded values are not recommended for survey control.
 PD0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0342.See file dsdata.txt to determine how the superseded data were derived.
 PD0342
 PD0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK898366(NAD 83)
 PD0342_MARKER: DB = BENCH MARK DISK
 PD0342_SETTING: 66 = SET IN ROCK OUTCROP
 PD0342_SP_SET: BED ROCK
 PD0342_STAMPING: D 148 1962
 PD0342_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0342+STABILITY: POSITION/ELEVATION WELL
 PD0342
 PD0342  HISTORY     - Date     Condition        Report By
 PD0342  HISTORY     - 1962     MONUMENTED       CGS
 PD0342  HISTORY     - 1966     GOOD             NGS
 PD0342
 PD0342                          STATION DESCRIPTION
 PD0342
 PD0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PD0342'3 MI NE FROM MILBRIDGE.
 PD0342'3.0 MILES NORTHEAST ALONG U.S. HIGHWAY 1A FROM THE POST OFFICE
 PD0342'AT MILBRIDGE, NEAR THE TOP OF A SMALL GRADE, SET ON THE TOP AND
 PD0342'NEAR THE WEST SIDE OF A 15-BY-12 FEET EXPOSED BEDROCK PROJECTING
 PD0342'1 FOOT ABOVE THE LEVEL OF THE GROUND, 33 FEET NORTHWEST OF THE
 PD0342'CENTER LINE OF THE HIGHWAY, 93 1/2 FEET NORTH OF AND ACROSS THE
 PD0342'HIGHWAY FROM CABLE LINE POLE NO. 54, 39 FEET NORTHEAST OF THE
 PD0342'CENTER LINE OF A DIM ROAD LEADING NORTH AND ABOUT LEVEL WITH THE
 PD0342'HIGHWAY SURFACE.
 PD0342
 PD0342                          STATION RECOVERY (1966)
 PD0342
 PD0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 PD0342'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0439 ***********************************************************************
 PD0439  DESIGNATION -  D 149
 PD0439  PID         -  PD0439
 PD0439  STATE/COUNTY-  ME/WASHINGTON
 PD0439  USGS QUAD   -  JONESPORT (1977)
 PD0439
 PD0439                         *CURRENT SURVEY CONTROL
 PD0439  ___________________________________________________________________
 PD0439* NAD 83(1986)-  44 31 59.     (N)    067 37 20.     (W)     SCALED    
 PD0439* NAVD 88     -        12.188  (meters)      39.99   (feet)  ADJUSTED  
 PD0439  ___________________________________________________________________
 PD0439  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 PD0439  DYNAMIC HT  -          12.187 (meters)      39.98  (feet)  COMP
 PD0439  MODELED GRAV-     980,593.8   (mgal)                       NAVD 88
 PD0439
 PD0439  VERT ORDER  -  SECOND    CLASS 0
 PD0439
 PD0439.The horizontal coordinates were scaled from a topographic map and have
 PD0439.an estimated accuracy of +/- 6 seconds.
 PD0439
 PD0439.The orthometric height was determined by differential leveling
 PD0439.and adjusted by the National Geodetic Survey in June 1991..
 PD0439
 PD0439.The geoid height was determined by GEOID03.
 PD0439
 PD0439.The dynamic height is computed by dividing the NAVD 88
 PD0439.geopotential number by the normal gravity value computed on the
 PD0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0439.degrees latitude (g = 980.6199 gals.).
 PD0439
 PD0439.The modeled gravity was interpolated from observed gravity values.
 PD0439
 PD0439;                    North         East    Units  Estimated Accuracy
 PD0439;SPC ME E     -    96,630.      369,760.      MT  (+/- 180 meters Scaled)
 PD0439
 PD0439                          SUPERSEDED SURVEY CONTROL
 PD0439
 PD0439  NGVD 29 (??/??/92)   12.401  (m)           40.69   (f) ADJ UNCH    2 0
 PD0439
 PD0439.Superseded values are not recommended for survey control.
 PD0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0439.See file dsdata.txt to determine how the superseded data were derived.
 PD0439
 PD0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK094320(NAD 83)
 PD0439_MARKER: DB = BENCH MARK DISK
 PD0439_SETTING: 66 = SET IN ROCK OUTCROP
 PD0439_SP_SET: BEDROCK
 PD0439_STAMPING: D 149 1962
 PD0439_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0439+STABILITY: POSITION/ELEVATION WELL
 PD0439
 PD0439  HISTORY     - Date     Condition        Report By
 PD0439  HISTORY     - 1962     MONUMENTED       CGS
 PD0439
 PD0439                          STATION DESCRIPTION
 PD0439
 PD0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PD0439'1.4 MI NW FROM JONESPORT.
 PD0439'1.4 MILES NORTHWEST ALONG STATE HIGHWAY 187 FROM THE POST OFFICE
 PD0439'AT JONESPORT, 0.4 MILE NORTH OF A T ROAD JUNCTION AND A BLINKER
 PD0439'LIGHT AT WEST JONESPORT, SET ON THE TOP OF A FLAT 6-BY-6 FOOT
 PD0439'EXPOSED BLACK BEDROCK, 27.3 FEET WEST OF THE CENTER LINE OF THE
 PD0439'HIGHWAY, 73 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A ONE
 PD0439'STORY FRAME HOUSE, 9 1/2 FEET SOUTH OF A POWER LINE POLE NO.
 PD0439'314X, 63 FEET NORTH OF THE WEST END OF A 12-INCH CONCRETE PIPE
 PD0439'CULVERT UNDER THE HIGH-WAY, ABOUT FLUSH WITH THE GROUND AND 1
 PD0439'FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1139 ***********************************************************************
 PE1139  DESIGNATION -  D 15
 PE1139  PID         -  PE1139
 PE1139  STATE/COUNTY-  ME/KENNEBEC
 PE1139  USGS QUAD   -  BELGRADE (1980)
 PE1139
 PE1139                         *CURRENT SURVEY CONTROL
 PE1139  ___________________________________________________________________
 PE1139* NAD 83(1986)-  44 26 52.     (N)    069 49 58.     (W)     SCALED    
 PE1139* NAVD 88     -        78.983  (meters)     259.13   (feet)  ADJUSTED  
 PE1139  ___________________________________________________________________
 PE1139  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 PE1139  DYNAMIC HT  -          78.976 (meters)     259.11  (feet)  COMP
 PE1139  MODELED GRAV-     980,534.1   (mgal)                       NAVD 88
 PE1139
 PE1139  VERT ORDER  -  FIRST     CLASS II
 PE1139
 PE1139.The horizontal coordinates were scaled from a topographic map and have
 PE1139.an estimated accuracy of +/- 6 seconds.
 PE1139
 PE1139.The orthometric height was determined by differential leveling
 PE1139.and adjusted by the National Geodetic Survey in June 1991..
 PE1139
 PE1139.The geoid height was determined by GEOID03.
 PE1139
 PE1139.The dynamic height is computed by dividing the NAVD 88
 PE1139.geopotential number by the normal gravity value computed on the
 PE1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1139.degrees latitude (g = 980.6199 gals.).
 PE1139
 PE1139.The modeled gravity was interpolated from observed gravity values.
 PE1139
 PE1139;                    North         East    Units  Estimated Accuracy
 PE1139;SPC ME W     -   179,420.      926,580.      MT  (+/- 180 meters Scaled)
 PE1139
 PE1139                          SUPERSEDED SURVEY CONTROL
 PE1139
 PE1139.No superseded survey control is available for this station.
 PE1139
 PE1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK337219(NAD 83)
 PE1139_MARKER: DB = BENCH MARK DISK
 PE1139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1139_STAMPING: D 15 1927
 PE1139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1139+STABILITY: SURFACE MOTION
 PE1139
 PE1139  HISTORY     - Date     Condition        Report By
 PE1139  HISTORY     - 1927     MONUMENTED       CGS
 PE1139  HISTORY     - 1966     MARK NOT FOUND   NGS
 PE1139  HISTORY     - 1974     MARK NOT FOUND   NGS
 PE1139  HISTORY     - 1978     MARK NOT FOUND   DOD
 PE1139
 PE1139                          STATION DESCRIPTION
 PE1139
 PE1139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE1139'AT BELGRADE.
 PE1139'AT BELGRADE, KENNEBEC COUNTY, ON THE MAINE CENTRAL RAILROAD,
 PE1139'7 RAILS SOUTHWEST OF THE STATION, AT THE CROSSING OF STATE
 PE1139'HIGHWAY 11, 55 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 PE1139'AND 35 FEET NORTHWEST OF THE NORTHWEST RAIL.  A STANDARD DISK,
 PE1139'STAMPED D 15 1927 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PE1139'3 INCHES ABOVE GROUND.
 PE1139
 PE1139                          STATION RECOVERY (1974)
 PE1139
 PE1139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 PE1139'MARK NOT FOUND.
 PE1139
 PE1139                          STATION RECOVERY (1978)
 PE1139
 PE1139'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE1139'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0208 ***********************************************************************
 PD0208  DESIGNATION -  D 150
 PD0208  PID         -  PD0208
 PD0208  STATE/COUNTY-  ME/WASHINGTON
 PD0208  USGS QUAD   -  MACHIAS (1977)
 PD0208
 PD0208                         *CURRENT SURVEY CONTROL
 PD0208  ___________________________________________________________________
 PD0208* NAD 83(1986)-  44 40 35.     (N)    067 24 03.     (W)     SCALED    
 PD0208* NAVD 88     -        28.810  (meters)      94.52   (feet)  ADJUSTED  
 PD0208  ___________________________________________________________________
 PD0208  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 PD0208  DYNAMIC HT  -          28.809 (meters)      94.52  (feet)  COMP
 PD0208  MODELED GRAV-     980,595.9   (mgal)                       NAVD 88
 PD0208
 PD0208  VERT ORDER  -  SECOND    CLASS 0
 PD0208
 PD0208.The horizontal coordinates were scaled from a topographic map and have
 PD0208.an estimated accuracy of +/- 6 seconds.
 PD0208
 PD0208.The orthometric height was determined by differential leveling
 PD0208.and adjusted by the National Geodetic Survey in June 1991..
 PD0208
 PD0208.The geoid height was determined by GEOID03.
 PD0208
 PD0208.The dynamic height is computed by dividing the NAVD 88
 PD0208.geopotential number by the normal gravity value computed on the
 PD0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0208.degrees latitude (g = 980.6199 gals.).
 PD0208
 PD0208.The modeled gravity was interpolated from observed gravity values.
 PD0208
 PD0208;                    North         East    Units  Estimated Accuracy
 PD0208;SPC ME E     -   112,770.      387,140.      MT  (+/- 180 meters Scaled)
 PD0208
 PD0208                          SUPERSEDED SURVEY CONTROL
 PD0208
 PD0208  NGVD 29 (??/??/92)   29.018  (m)           95.20   (f) ADJ UNCH    2 0
 PD0208
 PD0208.Superseded values are not recommended for survey control.
 PD0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0208.See file dsdata.txt to determine how the superseded data were derived.
 PD0208
 PD0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK267482(NAD 83)
 PD0208_MARKER: DB = BENCH MARK DISK
 PD0208_SETTING: 66 = SET IN ROCK OUTCROP
 PD0208_SP_SET: BEDROCK
 PD0208_STAMPING: D 150 1962
 PD0208_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0208+STABILITY: POSITION/ELEVATION WELL
 PD0208
 PD0208  HISTORY     - Date     Condition        Report By
 PD0208  HISTORY     - 1962     MONUMENTED       CGS
 PD0208
 PD0208                          STATION DESCRIPTION
 PD0208
 PD0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PD0208'2.4 MI S FROM MACHIASPORT.
 PD0208'2.45 MILES SOUTH ALONG STATE HIGHWAY 92 FROM THE MACHIASPORT
 PD0208'CANNING COMPANY AT MACHIASPORT, 0.6 MILE NORTH OF THE ENTRANCE
 PD0208'TO THE LARGE BAY VIEW CEMETERY AT LARRABEE, SET ON THE TOP AND
 PD0208'AT ABOUT THE HIGHEST PART OF A LARGE EXPOSED BEDROCK, AT A SMALL
 PD0208'CLEARING, ABOUT 6 INCHES ABOVE THE LEVEL OF THE GROUND, 270 FEET
 PD0208'NORTH OF THE SUMMIT OF A HILL, 87 FEET WEST OF THE CENTER LINE
 PD0208'OF THE HIGHWAY, 121 FEET NORTHWEST OF AND ACROSS THE HIGHWAY FROM
 PD0208'POWER LINE POLE 124, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE
 PD0208'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0045 ***********************************************************************
 OB0045  DESIGNATION -  D 151
 OB0045  PID         -  OB0045
 OB0045  STATE/COUNTY-  ME/KNOX
 OB0045  USGS QUAD   -  TENANTS HARBOR (1973)
 OB0045
 OB0045                         *CURRENT SURVEY CONTROL
 OB0045  ___________________________________________________________________
 OB0045* NAD 83(1986)-  43 57 59.     (N)    069 13 03.     (W)     SCALED    
 OB0045* NAVD 88     -        18.912  (meters)      62.05   (feet)  ADJUSTED  
 OB0045  ___________________________________________________________________
 OB0045  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 OB0045  DYNAMIC HT  -          18.910 (meters)      62.04  (feet)  COMP
 OB0045  MODELED GRAV-     980,524.9   (mgal)                       NAVD 88
 OB0045
 OB0045  VERT ORDER  -  SECOND    CLASS 0
 OB0045
 OB0045.The horizontal coordinates were scaled from a topographic map and have
 OB0045.an estimated accuracy of +/- 6 seconds.
 OB0045
 OB0045.The orthometric height was determined by differential leveling
 OB0045.and adjusted by the National Geodetic Survey in June 1991..
 OB0045
 OB0045.The geoid height was determined by GEOID03.
 OB0045
 OB0045.The dynamic height is computed by dividing the NAVD 88
 OB0045.geopotential number by the normal gravity value computed on the
 OB0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0045.degrees latitude (g = 980.6199 gals.).
 OB0045
 OB0045.The modeled gravity was interpolated from observed gravity values.
 OB0045
 OB0045;                    North         East    Units  Estimated Accuracy
 OB0045;SPC ME E     -    33,550.      242,430.      MT  (+/- 180 meters Scaled)
 OB0045
 OB0045                          SUPERSEDED SURVEY CONTROL
 OB0045
 OB0045  NGVD 29 (??/??/92)   19.122  (m)           62.74   (f) ADJ UNCH    2 0
 OB0045
 OB0045.Superseded values are not recommended for survey control.
 OB0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0045.See file dsdata.txt to determine how the superseded data were derived.
 OB0045
 OB0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ825681(NAD 83)
 OB0045_MARKER: DB = BENCH MARK DISK
 OB0045_SETTING: 66 = SET IN ROCK OUTCROP
 OB0045_SP_SET: BEDROCK OUTCROP
 OB0045_STAMPING: D 151 1962
 OB0045_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0045+STABILITY: POSITION/ELEVATION WELL
 OB0045
 OB0045  HISTORY     - Date     Condition        Report By
 OB0045  HISTORY     - 1962     MONUMENTED       CGS
 OB0045  HISTORY     - 19950822 GOOD             USPSQD
 OB0045  HISTORY     - 20040508 MARK NOT FOUND   USPSQD
 OB0045
 OB0045                          STATION DESCRIPTION
 OB0045
 OB0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OB0045'IN TENANTS HARBOR.
 OB0045'AT TENANTS HARBOR, IN THE YARD AND NEAR THE SOUTHWEST CORNER OF THE
 OB0045'PROPERTY OF THE TENANTS HARBOR BAPTIST CHURCH, SET IN THE TOP OF
 OB0045'OUTCROPPING BEDROCK THAT IS ABOUT FLUSH WITH THE GROUND, NEAR A SHARP
 OB0045'TURN IN STATE HIGHWAY 131 AND THE T JUNCTION OF A BLACK TOP ROAD
 OB0045'LEADING WEST, 32.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 OB0045'CHURCH, 45 FEET NORTH OF THE CENTER LINE OF THE BLACK TOP ROAD LEADING
 OB0045'WEST, 61 FEET NORTHWEST OF POWER LINE POLE 26 245, 107 FEET NORTHWEST
 OB0045'OF THE CENTER OF THE JUNCTION OF THE HIGHWAY AND THE BLACK TOP ROAD
 OB0045'LEADING WEST AND ABOUT LEVEL WITH THE HIGHWAY AND ROAD SURFACE.
 OB0045
 OB0045                          STATION RECOVERY (1995)
 OB0045
 OB0045'RECOVERY NOTE BY US POWER SQUADRON 1995
 OB0045'RECOVERED IN GOOD CONDITION.
 OB0045
 OB0045                          STATION RECOVERY (2004)
 OB0045
 OB0045'RECOVERY NOTE BY US POWER SQUADRON 2004 (JPV)
 OB0045'THE STATION IS IN A PARKING LOT FOR THE CHURCH. THE DISC IS MISSING
 OB0045'BUT THE MOUNTING POST REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1093 ***********************************************************************
 PE1093  DESIGNATION -  D 152
 PE1093  PID         -  PE1093
 PE1093  STATE/COUNTY-  ME/KNOX
 PE1093  USGS QUAD   -  WALDOBORO EAST (1988)
 PE1093
 PE1093                         *CURRENT SURVEY CONTROL
 PE1093  ___________________________________________________________________
 PE1093* NAD 83(1986)-  44 00 14.     (N)    069 20 34.     (W)     SCALED    
 PE1093* NAVD 88     -        47.352  (meters)     155.35   (feet)  ADJUSTED  
 PE1093  ___________________________________________________________________
 PE1093  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 PE1093  DYNAMIC HT  -          47.348 (meters)     155.34  (feet)  COMP
 PE1093  MODELED GRAV-     980,520.0   (mgal)                       NAVD 88
 PE1093
 PE1093  VERT ORDER  -  SECOND    CLASS 0
 PE1093
 PE1093.The horizontal coordinates were scaled from a topographic map and have
 PE1093.an estimated accuracy of +/- 6 seconds.
 PE1093
 PE1093.The orthometric height was determined by differential leveling
 PE1093.and adjusted by the National Geodetic Survey in June 1991..
 PE1093
 PE1093.The geoid height was determined by GEOID03.
 PE1093
 PE1093.The dynamic height is computed by dividing the NAVD 88
 PE1093.geopotential number by the normal gravity value computed on the
 PE1093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1093.degrees latitude (g = 980.6199 gals.).
 PE1093
 PE1093.The modeled gravity was interpolated from observed gravity values.
 PE1093
 PE1093;                    North         East    Units  Estimated Accuracy
 PE1093;SPC ME E     -    37,810.      232,420.      MT  (+/- 180 meters Scaled)
 PE1093
 PE1093                          SUPERSEDED SURVEY CONTROL
 PE1093
 PE1093  NGVD 29 (??/??/92)   47.562  (m)          156.04   (f) ADJ UNCH    2 0
 PE1093
 PE1093.Superseded values are not recommended for survey control.
 PE1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1093.See file dsdata.txt to determine how the superseded data were derived.
 PE1093
 PE1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ725723(NAD 83)
 PE1093_MARKER: DB = BENCH MARK DISK
 PE1093_SETTING: 66 = SET IN ROCK OUTCROP
 PE1093_SP_SET: BEDROCK
 PE1093_STAMPING: D 152 1962
 PE1093_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1093+STABILITY: POSITION/ELEVATION WELL
 PE1093_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PE1093+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2005
 PE1093
 PE1093  HISTORY     - Date     Condition        Report By
 PE1093  HISTORY     - 1962     MONUMENTED       CGS
 PE1093  HISTORY     - 19910826 MARK NOT FOUND   USPSQD
 PE1093  HISTORY     - 20050928 GOOD             INDIV
 PE1093
 PE1093                          STATION DESCRIPTION
 PE1093
 PE1093'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PE1093'1.7 MI NE FROM FRIENDSHIP.
 PE1093'ABOUT 1.7 MILES NORTHEAST ALONG STATE HIGHWAY 220 FROM ITS
 PE1093'JUNCTION WITH STATE HIGHWAY 97 AT FRIENDSHIP, ABOUT 0.7 MILE
 PE1093'SOUTH OF THE CONCRETE BRIDGE OVER GOOSE RIVER, SET ON THE TOP OF
 PE1093'AN 8-BY-8-FOOT EXPOSED BEDROCK FLUSH WITH THE GROUND, 73 FEET
 PE1093'WEST OF THE CENTER LINE OF THE CENTER LINE OF THE HIGHWAY, 129
 PE1093'FEET NORTHEAST OF THE NORTHEAST CORNER OF A TWO-STORY FRAME
 PE1093'HOUSE, 66 FEET NORTH OF THE CENTER LINE OF A DRIVEWAY, 47 FEET
 PE1093'WEST OF POWER LINE POLE NO. 289 - 301, AND ABOUT LEVEL WITH THE
 PE1093'HIGHWAY SURFACE.
 PE1093
 PE1093                          STATION RECOVERY (1991)
 PE1093
 PE1093'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 PE1093'MARK NOT FOUND.
 PE1093
 PE1093                          STATION RECOVERY (2005)
 PE1093
 PE1093'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (MJC)
 PE1093'DISTANCE AS DECRIBED '66 FEET NORTH OF THE CENTER LINE OF DRIVEWAY' IS
 PE1093'ERRONEOUS. MARKER FOUND IN STAND OF RED PINES UNDER 3 INCHES OF
 PE1093'ORGANIC FOREST MATERIAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1222 ***********************************************************************
 PE1222  DESIGNATION -  D 153
 PE1222  PID         -  PE1222
 PE1222  STATE/COUNTY-  ME/LINCOLN
 PE1222  USGS QUAD   -  DAMARISCOTTA (1979)
 PE1222
 PE1222                         *CURRENT SURVEY CONTROL
 PE1222  ___________________________________________________________________
 PE1222* NAD 83(1986)-  44 03 20.     (N)    069 37 18.     (W)     SCALED    
 PE1222* NAVD 88     -        45.486  (meters)     149.23   (feet)  ADJUSTED  
 PE1222  ___________________________________________________________________
 PE1222  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 PE1222  DYNAMIC HT  -          45.482 (meters)     149.22  (feet)  COMP
 PE1222  MODELED GRAV-     980,522.7   (mgal)                       NAVD 88
 PE1222
 PE1222  VERT ORDER  -  SECOND    CLASS 0
 PE1222
 PE1222.The horizontal coordinates were scaled from a topographic map and have
 PE1222.an estimated accuracy of +/- 6 seconds.
 PE1222
 PE1222.The orthometric height was determined by differential leveling
 PE1222.and adjusted by the National Geodetic Survey in June 1991..
 PE1222
 PE1222.The geoid height was determined by GEOID03.
 PE1222
 PE1222.The dynamic height is computed by dividing the NAVD 88
 PE1222.geopotential number by the normal gravity value computed on the
 PE1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1222.degrees latitude (g = 980.6199 gals.).
 PE1222
 PE1222.The modeled gravity was interpolated from observed gravity values.
 PE1222
 PE1222;                    North         East    Units  Estimated Accuracy
 PE1222;SPC ME W     -   135,930.      943,670.      MT  (+/- 180 meters Scaled)
 PE1222
 PE1222                          SUPERSEDED SURVEY CONTROL
 PE1222
 PE1222  NGVD 29 (??/??/92)   45.695  (m)          149.92   (f) ADJ UNCH    2 0
 PE1222
 PE1222.Superseded values are not recommended for survey control.
 PE1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1222.See file dsdata.txt to determine how the superseded data were derived.
 PE1222
 PE1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ502782(NAD 83)
 PE1222_MARKER: DB = BENCH MARK DISK
 PE1222_SETTING: 66 = SET IN ROCK OUTCROP
 PE1222_SP_SET: BEDROCK
 PE1222_STAMPING: D 153 1962
 PE1222_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1222+STABILITY: POSITION/ELEVATION WELL
 PE1222
 PE1222  HISTORY     - Date     Condition        Report By
 PE1222  HISTORY     - 1962     MONUMENTED       CGS
 PE1222
 PE1222                          STATION DESCRIPTION
 PE1222
 PE1222'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PE1222'4.3 MI NE FROM WISCASSET.
 PE1222'ABOUT 4.3 MILES NORTHEAST ALONG STATE HIGHWAY 218 FROM ITS
 PE1222'JUNCTION WITH U.S. HIGHWAY 1 AT WISCASSET, ABOUT 0.6 MILE
 PE1222'WESTERLY ALONG A BLACK TOP ROAD FROM THE WEST END OF A CONCRETE
 PE1222'BRIDGE OVER SHEEPSCOTT RIVER AT SHEEPSCOTT, SET ON THE TOP AND
 PE1222'AT THE HIGHEST PART OF A LARGE EXPOSED BEDROCK, ON THE NORTHWEST
 PE1222'SIDE OF A SMALL HILL, 148 YARDS EAST OF THE CENTER OF A
 PE1222'JUNCTION OF THE HIGHWAY AND A BLACK TOP ROAD LEADING EASTERLY
 PE1222'TO SHEEPSCOTT, 273 FEET SOUTHEAST OF THE CENTER LINE OF THE
 PE1222'HIGHWAY, 33 FEET NORTHEAST OF THE CENTER LINE OF BLACK TOP
 PE1222'ROAD LEADING EASTERLY, 72 FEET NORTHWEST OF THE THIRD POWER
 PE1222'LINE POLE FROM THE ROAD JUNCTION, AND ABOUT 4 FEET ABOVE THE
 PE1222'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0108 ***********************************************************************
 OB0108  DESIGNATION -  D 154
 OB0108  PID         -  OB0108
 OB0108  STATE/COUNTY-  ME/LINCOLN
 OB0108  USGS QUAD   -  WESTPORT (1970)
 OB0108
 OB0108                         *CURRENT SURVEY CONTROL
 OB0108  ___________________________________________________________________
 OB0108* NAD 83(1986)-  43 53 32.     (N)    069 40 48.     (W)     SCALED    
 OB0108* NAVD 88     -        16.334  (meters)      53.59   (feet)  ADJUSTED  
 OB0108  ___________________________________________________________________
 OB0108  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 OB0108  DYNAMIC HT  -          16.333 (meters)      53.59  (feet)  COMP
 OB0108  MODELED GRAV-     980,525.2   (mgal)                       NAVD 88
 OB0108
 OB0108  VERT ORDER  -  SECOND    CLASS 0
 OB0108
 OB0108.The horizontal coordinates were scaled from a topographic map and have
 OB0108.an estimated accuracy of +/- 6 seconds.
 OB0108
 OB0108.The orthometric height was determined by differential leveling
 OB0108.and adjusted by the National Geodetic Survey in June 1991..
 OB0108
 OB0108.The geoid height was determined by GEOID03.
 OB0108
 OB0108.The dynamic height is computed by dividing the NAVD 88
 OB0108.geopotential number by the normal gravity value computed on the
 OB0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0108.degrees latitude (g = 980.6199 gals.).
 OB0108
 OB0108.The modeled gravity was interpolated from observed gravity values.
 OB0108
 OB0108;                    North         East    Units  Estimated Accuracy
 OB0108;SPC ME W     -   117,750.      939,100.      MT  (+/- 180 meters Scaled)
 OB0108
 OB0108                          SUPERSEDED SURVEY CONTROL
 OB0108
 OB0108  NGVD 29 (??/??/92)   16.549  (m)           54.29   (f) ADJ UNCH    2 0
 OB0108
 OB0108.Superseded values are not recommended for survey control.
 OB0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0108.See file dsdata.txt to determine how the superseded data were derived.
 OB0108
 OB0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ453601(NAD 83)
 OB0108_MARKER: DB = BENCH MARK DISK
 OB0108_SETTING: 66 = SET IN ROCK OUTCROP
 OB0108_SP_SET: OUTCROP
 OB0108_STAMPING: D 154 1963
 OB0108_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0108+STABILITY: POSITION/ELEVATION WELL
 OB0108
 OB0108  HISTORY     - Date     Condition        Report By
 OB0108  HISTORY     - 1963     MONUMENTED       CGS
 OB0108  HISTORY     - 1990     GOOD             USPSQD
 OB0108  HISTORY     - 19910402 GOOD             USPSQD
 OB0108
 OB0108                          STATION DESCRIPTION
 OB0108
 OB0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OB0108'3.3 MI NW FROM BOOTHBAY.
 OB0108'ABOUT 3.3 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM THE BOOTHBAY
 OB0108'GRAMMAR SCHOOL AT BOOTHBAY, ON BARTER ISLAND, NEAR THE JUNCTION OF A
 OB0108'GRAVEL ROAD LEADING WEST, 0.6 MILE NORTHWEST OF THE BARTER ISLAND
 OB0108'BAPTIST CHURCH, ON TOP AND NEAR THE NORTH END OF A 20-BY-3-FOOT
 OB0108'OUTCROP PROJECTING 3 FEET ABOVE THE LEVEL OF THE GROUND ON THE EAST
 OB0108'SIDE, 15 FEET WEST OF THE CENTER LINE OF THE ROAD, 98 FEET SOUTH OF
 OB0108'THE CENTER LINE OF THE GRAVEL ROAD, 1 FOOT SOUTH OF THE NORTH END OF
 OB0108'THE OUTCROP, 1 FOOT WEST OF THE EAST EDGE OF THE OUTCROP AND 2 1/2
 OB0108'FEET ABOVE THE LEVEL OF THE ROAD.
 OB0108
 OB0108                          STATION RECOVERY (1990)
 OB0108
 OB0108'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMW)
 OB0108'RECOVERED IN GOOD CONDITION.
 OB0108
 OB0108                          STATION RECOVERY (1991)
 OB0108
 OB0108'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OB0108'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0009 ***********************************************************************
 OB0009  DESIGNATION -  D 155
 OB0009  PID         -  OB0009
 OB0009  STATE/COUNTY-  ME/LINCOLN
 OB0009  USGS QUAD   -  LOUDS ISLAND (1979)
 OB0009
 OB0009                         *CURRENT SURVEY CONTROL
 OB0009  ___________________________________________________________________
 OB0009* NAD 83(1986)-  43 54 25.     (N)    069 29 01.     (W)     SCALED    
 OB0009* NAVD 88     -        29.674  (meters)      97.36   (feet)  ADJUSTED  
 OB0009  ___________________________________________________________________
 OB0009  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 OB0009  DYNAMIC HT  -          29.671 (meters)      97.35  (feet)  COMP
 OB0009  MODELED GRAV-     980,525.5   (mgal)                       NAVD 88
 OB0009
 OB0009  VERT ORDER  -  SECOND    CLASS 0
 OB0009
 OB0009.The horizontal coordinates were scaled from a topographic map and have
 OB0009.an estimated accuracy of +/- 6 seconds.
 OB0009
 OB0009.The orthometric height was determined by differential leveling
 OB0009.and adjusted by the National Geodetic Survey in June 1991..
 OB0009
 OB0009.The geoid height was determined by GEOID03.
 OB0009
 OB0009.The dynamic height is computed by dividing the NAVD 88
 OB0009.geopotential number by the normal gravity value computed on the
 OB0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0009.degrees latitude (g = 980.6199 gals.).
 OB0009
 OB0009.The modeled gravity was interpolated from observed gravity values.
 OB0009
 OB0009;                    North         East    Units  Estimated Accuracy
 OB0009;SPC ME W     -   119,500.      954,870.      MT  (+/- 180 meters Scaled)
 OB0009
 OB0009                          SUPERSEDED SURVEY CONTROL
 OB0009
 OB0009  NGVD 29 (??/??/92)   29.882  (m)           98.04   (f) ADJ UNCH    2 0
 OB0009
 OB0009.Superseded values are not recommended for survey control.
 OB0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0009.See file dsdata.txt to determine how the superseded data were derived.
 OB0009
 OB0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ611616(NAD 83)
 OB0009_MARKER: DB = BENCH MARK DISK
 OB0009_SETTING: 66 = SET IN ROCK OUTCROP
 OB0009_SP_SET: BEDROCK
 OB0009_STAMPING: D 155 1963
 OB0009_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0009+STABILITY: POSITION/ELEVATION WELL
 OB0009
 OB0009  HISTORY     - Date     Condition        Report By
 OB0009  HISTORY     - 1963     MONUMENTED       CGS
 OB0009  HISTORY     - 20020726 GOOD             USPSQD
 OB0009
 OB0009                          STATION DESCRIPTION
 OB0009
 OB0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OB0009'1.1 MI N FROM CHAMBERLAIN.
 OB0009'ABOUT 1.1 MILES NORTH ALONG STATE HIGHWAY 32 FROM THE POST OFFICE AT
 OB0009'CHAMBERLAIN, 0.25 MILE NORTH OF THE OCEAN HILL CEMETARY, NEAR THE T
 OB0009'JUNCTION OF A BLACK TOP ROAD LEADING WESTERLY, ON TOP OF A 2-BY-2-FOOT
 OB0009'BEDROCK FLUSH WITH THE GROUND, 112 FEET WEST OF THE CENTER LINE OF THE
 OB0009'HIGHWAY, 13 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD LEADING
 OB0009'WEST, 59 1/2 FEET SOUTHEAST OF POWER LINE POLE NO. 203 2 102, 34 1/2
 OB0009'FEET EAST OF A 12-INCH ASH TREE, AND ABOUT 1 FOOT ABOVE THE LEVEL OF
 OB0009'THE ROAD LEADING WESTERLY.
 OB0009
 OB0009                          STATION RECOVERY (2002)
 OB0009
 OB0009'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMW)
 OB0009'THE MARK IS 4 INCHES BELOW THE SURFACE AND RIGHT NEXT TO THE N EDGE OF
 OB0009'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0191 ***********************************************************************
 OB0191  DESIGNATION -  D 156
 OB0191  PID         -  OB0191
 OB0191  STATE/COUNTY-  ME/LINCOLN
 OB0191  USGS QUAD   -  WESTPORT (1970)
 OB0191
 OB0191                         *CURRENT SURVEY CONTROL
 OB0191  ___________________________________________________________________
 OB0191* NAD 83(1986)-  43 57 56.     (N)    069 40 25.     (W)     SCALED    
 OB0191* NAVD 88     -        25.077  (meters)      82.27   (feet)  ADJUSTED  
 OB0191  ___________________________________________________________________
 OB0191  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 OB0191  DYNAMIC HT  -          25.074 (meters)      82.26  (feet)  COMP
 OB0191  MODELED GRAV-     980,523.1   (mgal)                       NAVD 88
 OB0191
 OB0191  VERT ORDER  -  SECOND    CLASS 0
 OB0191
 OB0191.The horizontal coordinates were scaled from a topographic map and have
 OB0191.an estimated accuracy of +/- 6 seconds.
 OB0191
 OB0191.The orthometric height was determined by differential leveling
 OB0191.and adjusted by the National Geodetic Survey in June 1991..
 OB0191
 OB0191.The geoid height was determined by GEOID03.
 OB0191
 OB0191.The dynamic height is computed by dividing the NAVD 88
 OB0191.geopotential number by the normal gravity value computed on the
 OB0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0191.degrees latitude (g = 980.6199 gals.).
 OB0191
 OB0191.The modeled gravity was interpolated from observed gravity values.
 OB0191
 OB0191;                    North         East    Units  Estimated Accuracy
 OB0191;SPC ME W     -   125,900.      939,570.      MT  (+/- 180 meters Scaled)
 OB0191
 OB0191                          SUPERSEDED SURVEY CONTROL
 OB0191
 OB0191  NGVD 29 (??/??/92)   25.288  (m)           82.97   (f) ADJ UNCH    2 0
 OB0191
 OB0191.Superseded values are not recommended for survey control.
 OB0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0191.See file dsdata.txt to determine how the superseded data were derived.
 OB0191
 OB0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ459682(NAD 83)
 OB0191_MARKER: DB = BENCH MARK DISK
 OB0191_SETTING: 66 = SET IN ROCK OUTCROP
 OB0191_SP_SET: GREY BEDROCK
 OB0191_STAMPING: D 156 1963
 OB0191_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0191+STABILITY: POSITION/ELEVATION WELL
 OB0191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OB0191+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2006
 OB0191
 OB0191  HISTORY     - Date     Condition        Report By
 OB0191  HISTORY     - 1963     MONUMENTED       CGS
 OB0191  HISTORY     - 1990     GOOD             USPSQD
 OB0191  HISTORY     - 19910622 GOOD             USPSQD
 OB0191  HISTORY     - 20060916 GOOD             USPSQD
 OB0191
 OB0191                          STATION DESCRIPTION
 OB0191
 OB0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OB0191'7.25 MI SW FROM WISCASSET.
 OB0191'ABOUT 3.6 MILES SOUTHWEST ALONG STATE HIGHWAY 144 FROM THE POST OFFICE
 OB0191'AT WISCASSET, THENCE 3.65 MILES SOUTHEAST ALONG STATE HIGHWAY 144, ON
 OB0191'WESTPORT ISLAND, 0.65 MILES SOUTH OF THE HIGHWAY BRIDGE OVER BACK
 OB0191'RIVER, SET ON THE TOP OF A MASS OF GREY EXPOSED BEDROCK FLUSH WITH THE
 OB0191'GROUND, 46 YARDS NORTHEAST OF AND ACROSS THE HIGHWAY FROM THE
 OB0191'NORTHEAST CORNER OF A LARGE TWO-STORY FRAME HOUSE, 45 1/2 FEET
 OB0191'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 64.2 FEET SOUTHWEST OF
 OB0191'THE SOUTHEAST CORNER OF A LARGE SHINGLE SIDED BUILDING, 43 FEET
 OB0191'NORTHEAST OF POWER LINE POLE NO. 36 - 16, ABOUT 0.7 MILE NORTH OF THE
 OB0191'JUNCTION OF A BLACK TOP ROAD (LOCALLY KNOWN AS FERRY ROAD) LEADING
 OB0191'WEST TO BACK RIVER, AND ABOUT 5 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 OB0191
 OB0191                          STATION RECOVERY (1990)
 OB0191
 OB0191'RECOVERY NOTE BY US POWER SQUADRON 1990 (FC)
 OB0191'RECOVERED IN GOOD CONDITION.
 OB0191
 OB0191                          STATION RECOVERY (1991)
 OB0191
 OB0191'RECOVERY NOTE BY US POWER SQUADRON 1991 (FC)
 OB0191'RECOVERED IN GOOD CONDITION.
 OB0191
 OB0191                          STATION RECOVERY (2006)
 OB0191
 OB0191'RECOVERY NOTE BY US POWER SQUADRON 2006 (AMW)
 OB0191'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0187 ***********************************************************************
 OB0187  DESIGNATION -  D 157
 OB0187  PID         -  OB0187
 OB0187  STATE/COUNTY-  ME/LINCOLN
 OB0187  USGS QUAD   -  WESTPORT (1970)
 OB0187
 OB0187                         *CURRENT SURVEY CONTROL
 OB0187  ___________________________________________________________________
 OB0187* NAD 83(1986)-  43 57 42.     (N)    069 42 38.     (W)     SCALED    
 OB0187* NAVD 88     -        18.905  (meters)      62.02   (feet)  ADJUSTED  
 OB0187  ___________________________________________________________________
 OB0187  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 OB0187  DYNAMIC HT  -          18.903 (meters)      62.02  (feet)  COMP
 OB0187  MODELED GRAV-     980,522.5   (mgal)                       NAVD 88
 OB0187
 OB0187  VERT ORDER  -  SECOND    CLASS 0
 OB0187
 OB0187.The horizontal coordinates were scaled from a topographic map and have
 OB0187.an estimated accuracy of +/- 6 seconds.
 OB0187
 OB0187.The orthometric height was determined by differential leveling
 OB0187.and adjusted by the National Geodetic Survey in June 1991..
 OB0187
 OB0187.The geoid height was determined by GEOID03.
 OB0187
 OB0187.The dynamic height is computed by dividing the NAVD 88
 OB0187.geopotential number by the normal gravity value computed on the
 OB0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0187.degrees latitude (g = 980.6199 gals.).
 OB0187
 OB0187.The modeled gravity was interpolated from observed gravity values.
 OB0187
 OB0187;                    North         East    Units  Estimated Accuracy
 OB0187;SPC ME W     -   125,460.      936,610.      MT  (+/- 180 meters Scaled)
 OB0187
 OB0187                          SUPERSEDED SURVEY CONTROL
 OB0187
 OB0187  NGVD 29 (??/??/92)   19.116  (m)           62.72   (f) ADJ UNCH    2 0
 OB0187
 OB0187.Superseded values are not recommended for survey control.
 OB0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0187.See file dsdata.txt to determine how the superseded data were derived.
 OB0187
 OB0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ429678(NAD 83)
 OB0187_MARKER: DB = BENCH MARK DISK
 OB0187_SETTING: 66 = SET IN ROCK OUTCROP
 OB0187_SP_SET: BEDROCK
 OB0187_STAMPING: D 157 1963
 OB0187_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0187+STABILITY: POSITION/ELEVATION WELL
 OB0187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OB0187+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2004
 OB0187
 OB0187  HISTORY     - Date     Condition        Report By
 OB0187  HISTORY     - 1963     MONUMENTED       CGS
 OB0187  HISTORY     - 1990     GOOD             USPSQD
 OB0187  HISTORY     - 19910622 GOOD             USPSQD
 OB0187  HISTORY     - 20041123 GOOD             USPSQD
 OB0187  HISTORY     - 20060916 MARK NOT FOUND   USPSQD
 OB0187
 OB0187                          STATION DESCRIPTION
 OB0187
 OB0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OB0187'4.4 MI SW FROM WISCASSET.
 OB0187'ABOUT 3.6 MILES SOUTHWEST ALONG U. S. HIGHWAY 1 FROM THE POST OFFICE
 OB0187'AT WISCASSET, THENCE 0.5 MILE SOUTHEAST ALONG STATE HIGHWAY 155,
 OB0187'THENCE 0.3 MILE SOUTHWEST ALONG A BLACK TOP ROAD, AT THE WISCASSET
 OB0187'AIRPORT, SET ON THE TOP AND NEAR THE HIGHEST PART OF A 15-BY-4-FOOT
 OB0187'BEDROCK WHICH PROJECTS 1 FOOT ABOVE THE LEVEL OF THE GROUND, ABOUT
 OB0187'0.15 MILE SOUTH AND ACROSS RUNWAY FROM BEACON AT MAIN ENTRANCE TO
 OB0187'AIRPORT, ABOUT 0.15 MILE SOUTHEAST AND ACROSS RUNWAY FROM THE LARGE
 OB0187'WIND SOCK, 198 FEET SOUTH OF THE SOUTH EDGE OF THE RUNWAY AND ABOUT 2
 OB0187'FEET ABOVE THE LEVEL OF THE RUNWAY.  NOTE-- THERE ARE PLANS TO GREATLY
 OB0187'EXPAND THE WISCASSET AIRPORT.  A NEW CONTROL TOWER, HANGARS ETC TO BE
 OB0187'BUILT AT A LATER DATE.
 OB0187
 OB0187                          STATION RECOVERY (1990)
 OB0187
 OB0187'RECOVERY NOTE BY US POWER SQUADRON 1990 (JM)
 OB0187'RECOVERED IN GOOD CONDITION.
 OB0187
 OB0187                          STATION RECOVERY (1991)
 OB0187
 OB0187'RECOVERY NOTE BY US POWER SQUADRON 1991 (FC)
 OB0187'RECOVERED IN GOOD CONDITION.
 OB0187
 OB0187                          STATION RECOVERY (2004)
 OB0187
 OB0187'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMW)
 OB0187'RECOVERED IN GOOD CONDITION.
 OB0187
 OB0187                          STATION RECOVERY (2006)
 OB0187
 OB0187'RECOVERY NOTE BY US POWER SQUADRON 2006 (AMW)
 OB0187'DUE TO AIRPORT EXPANSION, HEAVY EXCAVATION IS GOING ON IN AND AROUND
 OB0187'THE MARKS SITE. THE BEDROCK WAS NOT IN EVIDENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0679 ***********************************************************************
 PE0679  DESIGNATION -  D 158
 PE0679  PID         -  PE0679
 PE0679  STATE/COUNTY-  ME/SOMERSET
 PE0679  USGS QUAD   -  BURNHAM (1982)
 PE0679
 PE0679                         *CURRENT SURVEY CONTROL
 PE0679  ___________________________________________________________________
 PE0679* NAD 83(1986)-  44 42 53.     (N)    069 25 11.     (W)     SCALED    
 PE0679* NAVD 88     -        57.410  (meters)     188.35   (feet)  ADJUSTED  
 PE0679  ___________________________________________________________________
 PE0679  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 PE0679  DYNAMIC HT  -          57.407 (meters)     188.34  (feet)  COMP
 PE0679  MODELED GRAV-     980,568.5   (mgal)                       NAVD 88
 PE0679  OBS GRAVITY -     980,568.4   (mgal)                       GRAV_OBS
 PE0679
 PE0679  VERT ORDER  -  FIRST     CLASS I
 PE0679
 PE0679.The horizontal coordinates were scaled from a topographic map and have
 PE0679.an estimated accuracy of +/- 6 seconds.
 PE0679
 PE0679.The orthometric height was determined by differential leveling
 PE0679.and adjusted by the National Geodetic Survey in June 1991..
 PE0679
 PE0679.The geoid height was determined by GEOID03.
 PE0679
 PE0679.The dynamic height is computed by dividing the NAVD 88
 PE0679.geopotential number by the normal gravity value computed on the
 PE0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0679.degrees latitude (g = 980.6199 gals.).
 PE0679
 PE0679.The modeled gravity was interpolated from observed gravity values.
 PE0679.The observed gravity was obtained from relative gravimeter ties
 PE0679.to the IGSN71 gravity network.
 PE0679
 PE0679;                    North         East    Units  Estimated Accuracy
 PE0679;SPC ME W     -   209,300.      959,180.      MT  (+/- 180 meters Scaled)
 PE0679
 PE0679                          SUPERSEDED SURVEY CONTROL
 PE0679
 PE0679  NGVD 29 (??/??/92)   57.618  (m)          189.04   (f) ADJ UNCH    1 1
 PE0679
 PE0679.Superseded values are not recommended for survey control.
 PE0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0679.See file dsdata.txt to determine how the superseded data were derived.
 PE0679
 PE0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK667513(NAD 83)
 PE0679_MARKER: DB = BENCH MARK DISK
 PE0679_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE0679_SP_SET: CULVERT
 PE0679_STAMPING: D 158 1966
 PE0679_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE0679
 PE0679  HISTORY     - Date     Condition        Report By
 PE0679  HISTORY     - 1966     MONUMENTED       CGS
 PE0679  HISTORY     - 1978     GOOD             DOD
 PE0679
 PE0679                          STATION DESCRIPTION
 PE0679
 PE0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE0679'1.7 MI NE FROM BURNHAM.
 PE0679'1.7 MILES NORTHEAST ALONG STATE HIGHWAYS 100 AND 11 FROM THE
 PE0679'INTERSECTION OF A BLACK TOPPED ROAD AT BURNHAM, ABOUT 0.25
 PE0679'MILE SOUTHWEST OF THE JUNCTION OF A BLACK TOPPED ROAD LEADING
 PE0679'NORTHWEST, NEAR THE JUNCTION OF A DRIVE LEADING NORTHWEST TO A
 PE0679'HOUSE, IN THE TOP OF THE NORTHWEST END OF A DRIVE LEADING
 PE0679'NORTHWEST TO A HOUSE, IN THE TOP OF THE NORTHWEST END OF A L
 PE0679'SHAPED CONCRETE HEAD WALL FOR 18-INCH CULVERT UNDER THE
 PE0679'HIGHWAY, 24.0 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 PE0679'33 FEET SOUTHWEST OF THE CENTER LINE OF THE DRIVE, 1.5 FEET
 PE0679'SOUTHEAST OF THE NORTHWEST END OF THE HEAD WALL AND ABOUT LEVEL
 PE0679'WITH THE HIGHWAY.
 PE0679
 PE0679                          STATION RECOVERY (1978)
 PE0679
 PE0679'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE0679'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0474 ***********************************************************************
 PE0474  DESIGNATION -  D 159
 PE0474  PID         -  PE0474
 PE0474  STATE/COUNTY-  ME/PENOBSCOT
 PE0474  USGS QUAD   -  BANGOR (1991)
 PE0474
 PE0474                         *CURRENT SURVEY CONTROL
 PE0474  ___________________________________________________________________
 PE0474* NAD 83(1986)-  44 46 54.     (N)    068 46 50.     (W)     SCALED    
 PE0474* NAVD 88     -        14.618  (meters)      47.96   (feet)  ADJUSTED  
 PE0474  ___________________________________________________________________
 PE0474  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 PE0474  DYNAMIC HT  -          14.618 (meters)      47.96  (feet)  COMP
 PE0474  MODELED GRAV-     980,581.2   (mgal)                       NAVD 88
 PE0474  OBS GRAVITY -     980,579.9   (mgal)                       GRAV_OBS
 PE0474
 PE0474  VERT ORDER  -  FIRST     CLASS I
 PE0474
 PE0474.The horizontal coordinates were scaled from a topographic map and have
 PE0474.an estimated accuracy of +/- 6 seconds.
 PE0474
 PE0474.The orthometric height was determined by differential leveling
 PE0474.and adjusted by the National Geodetic Survey in June 1991..
 PE0474
 PE0474.The geoid height was determined by GEOID03.
 PE0474
 PE0474.The dynamic height is computed by dividing the NAVD 88
 PE0474.geopotential number by the normal gravity value computed on the
 PE0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0474.degrees latitude (g = 980.6199 gals.).
 PE0474
 PE0474.The modeled gravity was interpolated from observed gravity values.
 PE0474.The observed gravity was obtained from relative gravimeter ties
 PE0474.to the IGSN71 gravity network.
 PE0474
 PE0474;                    North         East    Units  Estimated Accuracy
 PE0474;SPC ME E     -   123,920.      277,800.      MT  (+/- 180 meters Scaled)
 PE0474
 PE0474                          SUPERSEDED SURVEY CONTROL
 PE0474
 PE0474  NGVD 29 (??/??/92)   14.830  (m)           48.65   (f) ADJ UNCH    1 1
 PE0474
 PE0474.Superseded values are not recommended for survey control.
 PE0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0474.See file dsdata.txt to determine how the superseded data were derived.
 PE0474
 PE0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK173587(NAD 83)
 PE0474_MARKER: DB = BENCH MARK DISK
 PE0474_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE0474_SP_SET: WALL
 PE0474_STAMPING: D 159 1966
 PE0474_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE0474
 PE0474  HISTORY     - Date     Condition        Report By
 PE0474  HISTORY     - 1966     MONUMENTED       CGS
 PE0474  HISTORY     - 1978     GOOD             DMA
 PE0474  HISTORY     - 1984     GOOD             USPSQD
 PE0474  HISTORY     - 1988     GOOD             USPSQD
 PE0474
 PE0474                          STATION DESCRIPTION
 PE0474
 PE0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE0474'AT BANGOR.
 PE0474'AT BANGOR, ABOUT 1.1 MILES SOUTHWEST ALONG THE MAINE CENTRAL
 PE0474'RAILROAD FROM THE UNION STREET BRIDGE OVER THE PENOBSCOT RIVER,
 PE0474'ABOUT 0.3 MILE SOUTHWEST OF MILEPOST P136/V115, ABOUT 0.2 MILE
 PE0474'NORTHEAST OF THE OVERPASS CROSSING OF U.S. HIGHWAY 1A, AT THE
 PE0474'SOUTHWEST END OF THE RAILROAD YARDS, IN THE TOP OF THE SOUTH
 PE0474'CORNER OF A CONCRETE WALL THAT IS BETWEEN THE TRACK AND A LARGE
 PE0474'STORAGE TANK, 28.6 FEET NORTHWEST OF AND ACROSS A SIDETRACK
 PE0474'FROM THE NORTHWEST RAIL OF THE MAIN TRACK, AND ABOUT LEVEL WITH
 PE0474'THE TRACK.
 PE0474
 PE0474                          STATION RECOVERY (1978)
 PE0474
 PE0474'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PE0474'RECOVERED IN GOOD CONDITION.
 PE0474
 PE0474                          STATION RECOVERY (1984)
 PE0474
 PE0474'RECOVERY NOTE BY US POWER SQUADRON 1984
 PE0474'RECOVERED IN GOOD CONDITION.
 PE0474
 PE0474                          STATION RECOVERY (1988)
 PE0474
 PE0474'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE0474'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0572 ***********************************************************************
 OC0572  DESIGNATION -  D 16
 OC0572  PID         -  OC0572
 OC0572  STATE/COUNTY-  ME/OXFORD
 OC0572  USGS QUAD   -  BROWNFIELD (1983)
 OC0572
 OC0572                         *CURRENT SURVEY CONTROL
 OC0572  ___________________________________________________________________
 OC0572* NAD 83(1986)-  43 57 08.     (N)    070 53 32.     (W)     SCALED    
 OC0572* NAVD 88     -       114.927  (meters)     377.06   (feet)  ADJUSTED  
 OC0572  ___________________________________________________________________
 OC0572  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 OC0572  DYNAMIC HT  -         114.910 (meters)     377.00  (feet)  COMP
 OC0572  MODELED GRAV-     980,462.6   (mgal)                       NAVD 88
 OC0572
 OC0572  VERT ORDER  -  SECOND    CLASS 0
 OC0572
 OC0572.The horizontal coordinates were scaled from a topographic map and have
 OC0572.an estimated accuracy of +/- 6 seconds.
 OC0572
 OC0572.The orthometric height was determined by differential leveling
 OC0572.and adjusted by the National Geodetic Survey in June 1991..
 OC0572
 OC0572.The geoid height was determined by GEOID03.
 OC0572
 OC0572.The dynamic height is computed by dividing the NAVD 88
 OC0572.geopotential number by the normal gravity value computed on the
 OC0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0572.degrees latitude (g = 980.6199 gals.).
 OC0572
 OC0572.The modeled gravity was interpolated from observed gravity values.
 OC0572
 OC0572;                    North         East    Units  Estimated Accuracy
 OC0572;SPC ME W     -   124,560.      841,760.      MT  (+/- 180 meters Scaled)
 OC0572
 OC0572                          SUPERSEDED SURVEY CONTROL
 OC0572
 OC0572  NGVD 29 (??/??/92)  115.078  (m)          377.55   (f) ADJ UNCH    2 0
 OC0572
 OC0572.Superseded values are not recommended for survey control.
 OC0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0572.See file dsdata.txt to determine how the superseded data were derived.
 OC0572
 OC0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ481683(NAD 83)
 OC0572_MARKER: DB = BENCH MARK DISK
 OC0572_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC0572_SP_SET: BRIDGE SEAT
 OC0572_STAMPING: D 16 1933
 OC0572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC0572
 OC0572  HISTORY     - Date     Condition        Report By
 OC0572  HISTORY     - 1933     MONUMENTED       CGS
 OC0572  HISTORY     - 1975     GOOD             NGS
 OC0572  HISTORY     - 20040401 GOOD             GEOCAC
 OC0572
 OC0572                          STATION DESCRIPTION
 OC0572
 OC0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OC0572'0.5 MI W FROM BROWNFIELD.
 OC0572'0.5 MILE NORTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 OC0572'STATION AT BROWNFIELD, 0.2 MILE SOUTH OF MILEPOST P 44, AT A
 OC0572'BRIDGE OVER SHEPHERD RIVER, IN THE TOP OF THE WEST END OF THE
 OC0572'BRIDGE SEAT OF THE SOUTH ABUTMENT, 7 FEET WEST OF THE CENTERLINE
 OC0572'OF THE TRACK, AND 3 FEET BELOW THE BASE OF THE RAIL.
 OC0572
 OC0572                          STATION RECOVERY (1975)
 OC0572
 OC0572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 OC0572'RECOVERED IN GOOD CONDITION.
 OC0572
 OC0572                          STATION RECOVERY (2004)
 OC0572
 OC0572'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 OC0572'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0076 ***********************************************************************
 PE0076  DESIGNATION -  D 160
 PE0076  PID         -  PE0076
 PE0076  STATE/COUNTY-  ME/HANCOCK
 PE0076  USGS QUAD   -  TUNK LAKE (1982)
 PE0076
 PE0076                         *CURRENT SURVEY CONTROL
 PE0076  ___________________________________________________________________
 PE0076* NAD 83(1986)-  44 32 27.     (N)    068 04 10.     (W)     SCALED    
 PE0076* NAVD 88     -        80.454  (meters)     263.96   (feet)  ADJUSTED  
 PE0076  ___________________________________________________________________
 PE0076  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 PE0076  DYNAMIC HT  -          80.449 (meters)     263.94  (feet)  COMP
 PE0076  MODELED GRAV-     980,552.2   (mgal)                       NAVD 88
 PE0076
 PE0076  VERT ORDER  -  FIRST     CLASS I
 PE0076
 PE0076.The horizontal coordinates were scaled from a topographic map and have
 PE0076.an estimated accuracy of +/- 6 seconds.
 PE0076
 PE0076.The orthometric height was determined by differential leveling
 PE0076.and adjusted by the National Geodetic Survey in June 1991..
 PE0076
 PE0076.The geoid height was determined by GEOID03.
 PE0076
 PE0076.The dynamic height is computed by dividing the NAVD 88
 PE0076.geopotential number by the normal gravity value computed on the
 PE0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0076.degrees latitude (g = 980.6199 gals.).
 PE0076
 PE0076.The modeled gravity was interpolated from observed gravity values.
 PE0076
 PE0076;                    North         East    Units  Estimated Accuracy
 PE0076;SPC ME E     -    97,210.      334,220.      MT  (+/- 180 meters Scaled)
 PE0076
 PE0076                          SUPERSEDED SURVEY CONTROL
 PE0076
 PE0076  NGVD 29 (??/??/92)   80.657  (m)          264.62   (f) ADJ UNCH    1 1
 PE0076
 PE0076.Superseded values are not recommended for survey control.
 PE0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0076.See file dsdata.txt to determine how the superseded data were derived.
 PE0076
 PE0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK739323(NAD 83)
 PE0076_MARKER: DB = BENCH MARK DISK
 PE0076_SETTING: 66 = SET IN ROCK OUTCROP
 PE0076_SP_SET: ROCK CUT
 PE0076_STAMPING: D 160 1966
 PE0076_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0076+STABILITY: POSITION/ELEVATION WELL
 PE0076
 PE0076  HISTORY     - Date     Condition        Report By
 PE0076  HISTORY     - 1966     MONUMENTED       CGS
 PE0076  HISTORY     - 1978     GOOD             DMA
 PE0076
 PE0076                          STATION DESCRIPTION
 PE0076
 PE0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE0076'2.7 MI E FROM TUNK LAKE.
 PE0076'2.7 MILES EAST ALONG THE MAINE CENTRAL RAILROAD FROM THE CROSSING
 PE0076'OF STATE HIGHWAY 183 AT TUNK LAKE, ABOUT 0.1 MILE SOUTHWEST OF
 PE0076'MILEPOST P188/C82, NEAR THE NORTHEAST END OF A LONG LOW CUT, IN
 PE0076'THE TOP OF THE WEST END OF A ROCK THAT THE EXPOSED PORTION IS
 PE0076'4 1/2-BY-12-FOOT AND PROJECTS 1 FOOT, 34 FEET SOUTHEAST OF THE
 PE0076'SOUTHEAST RAIL, 1 1/2 FEET EAST OF THE WEST END OF THE ROCK, AND
 PE0076'ABOUT LEVEL WITH THE TRACK.
 PE0076
 PE0076                          STATION RECOVERY (1978)
 PE0076
 PE0076'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PE0076'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0373 ***********************************************************************
 OC0373  DESIGNATION -  D 161
 OC0373  PID         -  OC0373
 OC0373  STATE/COUNTY-  ME/YORK
 OC0373  USGS QUAD   -  WELLS (1979)
 OC0373
 OC0373                         *CURRENT SURVEY CONTROL
 OC0373  ___________________________________________________________________
 OC0373* NAD 83(1986)-  43 20 38.     (N)    070 33 45.     (W)     SCALED    
 OC0373* NAVD 88     -         7.243  (meters)      23.76   (feet)  ADJUSTED  
 OC0373  ___________________________________________________________________
 OC0373  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 OC0373  DYNAMIC HT  -           7.242 (meters)      23.76  (feet)  COMP
 OC0373  MODELED GRAV-     980,471.7   (mgal)                       NAVD 88
 OC0373
 OC0373  VERT ORDER  -  FIRST     CLASS I
 OC0373
 OC0373.The horizontal coordinates were scaled from a topographic map and have
 OC0373.an estimated accuracy of +/- 6 seconds.
 OC0373
 OC0373.The orthometric height was determined by differential leveling
 OC0373.and adjusted by the National Geodetic Survey in June 1991..
 OC0373
 OC0373.The geoid height was determined by GEOID03.
 OC0373
 OC0373.The dynamic height is computed by dividing the NAVD 88
 OC0373.geopotential number by the normal gravity value computed on the
 OC0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0373.degrees latitude (g = 980.6199 gals.).
 OC0373
 OC0373.The modeled gravity was interpolated from observed gravity values.
 OC0373
 OC0373;                    North         East    Units  Estimated Accuracy
 OC0373;SPC ME W     -    56,790.      867,910.      MT  (+/- 180 meters Scaled)
 OC0373
 OC0373                          SUPERSEDED SURVEY CONTROL
 OC0373
 OC0373  NGVD 29 (??/??/92)    7.466  (m)           24.49   (f) ADJ UNCH    1 1
 OC0373
 OC0373.Superseded values are not recommended for survey control.
 OC0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0373.See file dsdata.txt to determine how the superseded data were derived.
 OC0373
 OC0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ733001(NAD 83)
 OC0373_MARKER: DB = BENCH MARK DISK
 OC0373_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC0373_SP_SET: BRIDGE ABUTMENT
 OC0373_STAMPING: D 161 1966
 OC0373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC0373
 OC0373  HISTORY     - Date     Condition        Report By
 OC0373  HISTORY     - 1966     MONUMENTED       CGS
 OC0373  HISTORY     - 1978     GOOD             DOD
 OC0373  HISTORY     - 1988     GOOD             USPSQD
 OC0373  HISTORY     - 19950913 GOOD             USPSQD
 OC0373
 OC0373                          STATION DESCRIPTION
 OC0373
 OC0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OC0373'1.8 MI NE FROM WELLS.
 OC0373'ABOUT 1.75 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION
 OC0373'OF STATE HIGHWAY 9 AT WELLS, AT THE HIGHWAY BRIDGE OVER THE
 OC0373'MERRILAND RIVER, SET IN THE TOP OF THE NORTHWEST END OF THE
 OC0373'NORTHWEST CONCRETE ABUTMENT OF THE 30-FOOT BRIDGE, 26.0 FEET
 OC0373'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL
 OC0373'WITH THE HIGHWAY.
 OC0373
 OC0373                          STATION RECOVERY (1978)
 OC0373
 OC0373'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 OC0373'RECOVERED IN GOOD CONDITION.
 OC0373
 OC0373                          STATION RECOVERY (1988)
 OC0373
 OC0373'RECOVERY NOTE BY US POWER SQUADRON 1988 (RSR)
 OC0373'RECOVERED IN GOOD CONDITION.
 OC0373
 OC0373                          STATION RECOVERY (1995)
 OC0373
 OC0373'RECOVERY NOTE BY US POWER SQUADRON 1995
 OC0373'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0075 ***********************************************************************
 OC0075  TIDAL BM    -  This is a Tidal Bench Mark.
 OC0075  DESIGNATION -  D 162
 OC0075  PID         -  OC0075
 OC0075  STATE/COUNTY-  ME/CUMBERLAND
 OC0075  USGS QUAD   -  PROUTS NECK (1978)
 OC0075
 OC0075                         *CURRENT SURVEY CONTROL
 OC0075  ___________________________________________________________________
 OC0075* NAD 83(1986)-  43 32 24.     (N)    070 20 46.     (W)     SCALED    
 OC0075* NAVD 88     -         3.735  (meters)      12.25   (feet)  ADJUSTED  
 OC0075  ___________________________________________________________________
 OC0075  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 OC0075  DYNAMIC HT  -           3.734 (meters)      12.25  (feet)  COMP
 OC0075  MODELED GRAV-     980,499.9   (mgal)                       NAVD 88
 OC0075
 OC0075  VERT ORDER  -  FIRST     CLASS I
 OC0075
 OC0075.The horizontal coordinates were scaled from a topographic map and have
 OC0075.an estimated accuracy of +/- 6 seconds.
 OC0075
 OC0075.The orthometric height was determined by differential leveling
 OC0075.and adjusted by the National Geodetic Survey in June 1991..
 OC0075
 OC0075.This Tidal Bench Mark is designated as VM 16697
 OC0075.by the Center for Operational Oceanographic Products and Services.
 OC0075
 OC0075.The geoid height was determined by GEOID03.
 OC0075
 OC0075.The dynamic height is computed by dividing the NAVD 88
 OC0075.geopotential number by the normal gravity value computed on the
 OC0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0075.degrees latitude (g = 980.6199 gals.).
 OC0075
 OC0075.The modeled gravity was interpolated from observed gravity values.
 OC0075
 OC0075;                    North         East    Units  Estimated Accuracy
 OC0075;SPC ME W     -    78,520.      885,500.      MT  (+/- 180 meters Scaled)
 OC0075
 OC0075                          SUPERSEDED SURVEY CONTROL
 OC0075
 OC0075  NGVD 29 (??/??/92)    3.964  (m)           13.01   (f) ADJ UNCH    1 1
 OC0075
 OC0075.Superseded values are not recommended for survey control.
 OC0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0075.See file dsdata.txt to determine how the superseded data were derived.
 OC0075
 OC0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ912216(NAD 83)
 OC0075_MARKER: DB = BENCH MARK DISK
 OC0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OC0075_STAMPING: D 162 1966
 OC0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC0075+STABILITY: SURFACE MOTION
 OC0075
 OC0075  HISTORY     - Date     Condition        Report By
 OC0075  HISTORY     - 1966     MONUMENTED       CGS
 OC0075  HISTORY     - 1978     GOOD             DOD
 OC0075
 OC0075                          STATION DESCRIPTION
 OC0075
 OC0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OC0075'2.2 MI NE FROM OLD ORCHARD BEACH.
 OC0075'ABOUT 2.2 MILES NORTHEAST ALONG STATE HIGHWAY 9 FROM THE JUNCTION
 OC0075'OF OLD ORCHARD STREET AT OLD ORCHARD BEACH, 0.5 MILE NORTHEAST
 OC0075'OF THE YORK-CUMBERLAND COUNTY LINE, 0.1 MILE SOUTHWEST OF THE
 OC0075'JUNCTION OF BACK STREET, 76 FEET EAST-SOUTHEAST OF AND ACROSS
 OC0075'THE HIGHWAY FROM THE SOUTH CORNER OF GARAGE AT THE OFFICE OF
 OC0075'THE PINE POINTS TOURIST COURT, 76 FEET NORTHEAST OF THE CENTER
 OC0075'LINE OF OAK STREET, 28 FEET SOUTHEAST OF THE CENTER LINE OF THE
 OC0075'HIGHWAY, 40 1/2 FEET NORTHEAST OF A FIRE HYDRANT, 3 FEET SOUTHWEST
 OC0075'OF POWER POLE 112-1, ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE
 OC0075'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
 OC0075
 OC0075                          STATION RECOVERY (1978)
 OC0075
 OC0075'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 OC0075'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0026 ***********************************************************************
 OC0026  DESIGNATION -  D 163
 OC0026  PID         -  OC0026
 OC0026  STATE/COUNTY-  ME/CUMBERLAND
 OC0026  USGS QUAD   -  PORTLAND WEST (1978)
 OC0026
 OC0026                         *CURRENT SURVEY CONTROL
 OC0026  ___________________________________________________________________
 OC0026* NAD 83(1986)-  43 41 04.     (N)    070 17 31.     (W)     SCALED    
 OC0026* NAVD 88     -        37.839  (meters)     124.14   (feet)  ADJUSTED  
 OC0026  ___________________________________________________________________
 OC0026  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 OC0026  DYNAMIC HT  -          37.834 (meters)     124.13  (feet)  COMP
 OC0026  MODELED GRAV-     980,495.7   (mgal)                       NAVD 88
 OC0026
 OC0026  VERT ORDER  -  FIRST     CLASS I
 OC0026
 OC0026.The horizontal coordinates were scaled from a topographic map and have
 OC0026.an estimated accuracy of +/- 6 seconds.
 OC0026
 OC0026.The orthometric height was determined by differential leveling
 OC0026.and adjusted by the National Geodetic Survey in June 1991..
 OC0026
 OC0026.The geoid height was determined by GEOID03.
 OC0026
 OC0026.The dynamic height is computed by dividing the NAVD 88
 OC0026.geopotential number by the normal gravity value computed on the
 OC0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0026.degrees latitude (g = 980.6199 gals.).
 OC0026
 OC0026.The modeled gravity was interpolated from observed gravity values.
 OC0026
 OC0026;                    North         East    Units  Estimated Accuracy
 OC0026;SPC ME W     -    94,560.      889,900.      MT  (+/- 180 meters Scaled)
 OC0026
 OC0026                          SUPERSEDED SURVEY CONTROL
 OC0026
 OC0026  NGVD 29 (??/??/92)   38.048  (m)          124.83   (f) ADJ UNCH    1 1
 OC0026
 OC0026.Superseded values are not recommended for survey control.
 OC0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0026.See file dsdata.txt to determine how the superseded data were derived.
 OC0026
 OC0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ958376(NAD 83)
 OC0026_MARKER: DB = BENCH MARK DISK
 OC0026_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC0026_SP_SET: BUILDING
 OC0026_STAMPING: D 163 1966
 OC0026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC0026
 OC0026  HISTORY     - Date     Condition        Report By
 OC0026  HISTORY     - 1966     MONUMENTED       CGS
 OC0026  HISTORY     - 1978     GOOD             DOD
 OC0026  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 OC0026
 OC0026                          STATION DESCRIPTION
 OC0026
 OC0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OC0026'AT PORTLAND.
 OC0026'AT PORTLAND, ABOUT 2.2 MILES NORTHWEST ALONG FOREST AVENUE FROM
 OC0026'THE POST OFFICE, AT MORRIL SCHOOL, NEAR THE INTERSECTION OF
 OC0026'FOREST AVENUE AND POLAND STREET, SET VERTICALLY IN THE EAST FACE
 OC0026'NEAR THE SOUTHEAST CORNER OF THE BRICK BUILDING, 1.0 FOOT NORTH
 OC0026'OF THE SOUTHEAST CORNER, 142 FEET WEST OF THE WEST CURB OF THE
 OC0026'AVENUE, 67 FEET NORTH OF THE NORTH CURB OF THE STREET, 7.0 FEET
 OC0026'SOUTH OF THE CENTER OF THE SOUTH ENTRANCE OF THE EAST SIDE OF
 OC0026'BUILDING, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE GROUND.
 OC0026
 OC0026                          STATION RECOVERY (1978)
 OC0026
 OC0026'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 OC0026'RECOVERED IN GOOD CONDITION.
 OC0026
 OC0026                          STATION RECOVERY (1990)
 OC0026
 OC0026'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMW)
 OC0026'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0061 ***********************************************************************
 OC0061  DESIGNATION -  D 164
 OC0061  PID         -  OC0061
 OC0061  STATE/COUNTY-  ME/CUMBERLAND
 OC0061  USGS QUAD   -  GRAY (1980)
 OC0061
 OC0061                         *CURRENT SURVEY CONTROL
 OC0061  ___________________________________________________________________
 OC0061* NAD 83(1986)-  43 58 20.     (N)    070 15 42.     (W)     SCALED    
 OC0061* NAVD 88     -        37.603  (meters)     123.37   (feet)  ADJUSTED  
 OC0061  ___________________________________________________________________
 OC0061  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 OC0061  DYNAMIC HT  -          37.599 (meters)     123.36  (feet)  COMP
 OC0061  MODELED GRAV-     980,499.1   (mgal)                       NAVD 88
 OC0061
 OC0061  VERT ORDER  -  FIRST     CLASS I
 OC0061
 OC0061.The horizontal coordinates were scaled from a topographic map and have
 OC0061.an estimated accuracy of +/- 6 seconds.
 OC0061
 OC0061.The orthometric height was determined by differential leveling
 OC0061.and adjusted by the National Geodetic Survey in June 1991..
 OC0061
 OC0061.The geoid height was determined by GEOID03.
 OC0061
 OC0061.The dynamic height is computed by dividing the NAVD 88
 OC0061.geopotential number by the normal gravity value computed on the
 OC0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0061.degrees latitude (g = 980.6199 gals.).
 OC0061
 OC0061.The modeled gravity was interpolated from observed gravity values.
 OC0061
 OC0061;                    North         East    Units  Estimated Accuracy
 OC0061;SPC ME W     -   126,530.      892,380.      MT  (+/- 180 meters Scaled)
 OC0061
 OC0061                          SUPERSEDED SURVEY CONTROL
 OC0061
 OC0061  NGVD 29 (??/??/92)   37.799  (m)          124.01   (f) ADJ UNCH    1 1
 OC0061
 OC0061.Superseded values are not recommended for survey control.
 OC0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0061.See file dsdata.txt to determine how the superseded data were derived.
 OC0061
 OC0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ988695(NAD 83)
 OC0061_MARKER: DB = BENCH MARK DISK
 OC0061_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC0061_SP_SET: ABUTMENT
 OC0061_STAMPING: D 164 1966
 OC0061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC0061
 OC0061  HISTORY     - Date     Condition        Report By
 OC0061  HISTORY     - 1966     MONUMENTED       CGS
 OC0061  HISTORY     - 1978     GOOD             DOD
 OC0061
 OC0061                          STATION DESCRIPTION
 OC0061
 OC0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OC0061'3.6 MI S FROM DANVILLE.
 OC0061'ABOUT 3.65 MILES SOUTH ALONG THE CANADIAN NATIONAL RAILWAY
 OC0061'FROM DANVILLE JCT. AT DANVILLE, ABOUT 0.6 MILE SOUTH OF THE
 OC0061'CROSSING OF COBBS BRIDGE ROAD AT THE SMALL VILLAGE OF COBBS
 OC0061'BRIDGE, AT BRIDGE 23.9 OVER A STREAM, 8.2 FEET WEST OF THE
 OC0061'WEST RAIL, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK AND SET
 OC0061'IN THE TOP OF THE WEST END OF THE SOUTH STONE ABUTMENT OF THE
 OC0061'BRIDGE.
 OC0061
 OC0061                          STATION RECOVERY (1978)
 OC0061
 OC0061'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 OC0061'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1442 ***********************************************************************
 PE1442  DESIGNATION -  D 165
 PE1442  PID         -  PE1442
 PE1442  STATE/COUNTY-  ME/KENNEBEC
 PE1442  USGS QUAD   -  WATERVILLE (1982)
 PE1442
 PE1442                         *CURRENT SURVEY CONTROL
 PE1442  ___________________________________________________________________
 PE1442* NAD 83(1986)-  44 34 25.     (N)    069 39 29.     (W)     SCALED    
 PE1442* NAVD 88     -        45.167  (meters)     148.19   (feet)  ADJUSTED  
 PE1442  ___________________________________________________________________
 PE1442  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 PE1442  DYNAMIC HT  -          45.164 (meters)     148.18  (feet)  COMP
 PE1442  MODELED GRAV-     980,551.6   (mgal)                       NAVD 88
 PE1442
 PE1442  VERT ORDER  -  FIRST     CLASS I
 PE1442
 PE1442.The horizontal coordinates were scaled from a topographic map and have
 PE1442.an estimated accuracy of +/- 6 seconds.
 PE1442
 PE1442.The orthometric height was determined by differential leveling
 PE1442.and adjusted by the National Geodetic Survey in June 1991..
 PE1442
 PE1442.The geoid height was determined by GEOID03.
 PE1442
 PE1442.The dynamic height is computed by dividing the NAVD 88
 PE1442.geopotential number by the normal gravity value computed on the
 PE1442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1442.degrees latitude (g = 980.6199 gals.).
 PE1442
 PE1442.The modeled gravity was interpolated from observed gravity values.
 PE1442
 PE1442;                    North         East    Units  Estimated Accuracy
 PE1442;SPC ME W     -   193,480.      940,400.      MT  (+/- 180 meters Scaled)
 PE1442
 PE1442                          SUPERSEDED SURVEY CONTROL
 PE1442
 PE1442  NGVD 29 (??/??/92)   45.366  (m)          148.84   (f) ADJ UNCH    1 1
 PE1442
 PE1442.Superseded values are not recommended for survey control.
 PE1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1442.See file dsdata.txt to determine how the superseded data were derived.
 PE1442
 PE1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK477357(NAD 83)
 PE1442_MARKER: DB = BENCH MARK DISK
 PE1442_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE1442_SP_SET: PIER
 PE1442_STAMPING: D 165 1966
 PE1442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE1442
 PE1442  HISTORY     - Date     Condition        Report By
 PE1442  HISTORY     - 1966     MONUMENTED       CGS
 PE1442  HISTORY     - 1978     GOOD             DOD
 PE1442
 PE1442                          STATION DESCRIPTION
 PE1442
 PE1442'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE1442'2.4 MI NW FROM WATERVILLE.
 PE1442'ABOUT 2.45 MILES NORTHWEST ALONG THE MAINE CENTRAL RAILROAD
 PE1442'FROM THE FREIGHT STATION AT WATERVILLE, ABOUT 0.3 MILE
 PE1442'SOUTHEAST OF MILEPOST P 83/V171, AT THE SOUTH-BOUND LANE OVERPASS
 PE1442'OF INTERSTATE 95, SET VERTICALLY IN THE NORTHEAST FACE OF THE
 PE1442'NORTHWEST CONCRETE PILLAR OF THE FIRST PIER SOUTHWEST OF THE TRACK,
 PE1442'16.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND ABOUT 3 FEET
 PE1442'ABOVE THE LEVEL OF THE TRACK.
 PE1442
 PE1442                          STATION RECOVERY (1978)
 PE1442
 PE1442'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE1442'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1124 ***********************************************************************
 PE1124  DESIGNATION -  D 166
 PE1124  PID         -  PE1124
 PE1124  STATE/COUNTY-  ME/KENNEBEC
 PE1124  USGS QUAD   -  WINTHROP (1980)
 PE1124
 PE1124                         *CURRENT SURVEY CONTROL
 PE1124  ___________________________________________________________________
 PE1124* NAD 83(1986)-  44 20 34.     (N)    069 57 32.     (W)     SCALED    
 PE1124* NAVD 88     -        70.918  (meters)     232.67   (feet)  ADJUSTED  
 PE1124  ___________________________________________________________________
 PE1124  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 PE1124  DYNAMIC HT  -          70.912 (meters)     232.65  (feet)  COMP
 PE1124  MODELED GRAV-     980,536.3   (mgal)                       NAVD 88
 PE1124  OBS GRAVITY -     980,534.6   (mgal)                       GRAV_OBS
 PE1124
 PE1124  VERT ORDER  -  FIRST     CLASS I
 PE1124
 PE1124.The horizontal coordinates were scaled from a topographic map and have
 PE1124.an estimated accuracy of +/- 6 seconds.
 PE1124
 PE1124.The orthometric height was determined by differential leveling
 PE1124.and adjusted by the National Geodetic Survey in June 1991..
 PE1124
 PE1124.The geoid height was determined by GEOID03.
 PE1124
 PE1124.The dynamic height is computed by dividing the NAVD 88
 PE1124.geopotential number by the normal gravity value computed on the
 PE1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1124.degrees latitude (g = 980.6199 gals.).
 PE1124
 PE1124.The modeled gravity was interpolated from observed gravity values.
 PE1124.The observed gravity was obtained from relative gravimeter ties
 PE1124.to the IGSN71 gravity network.
 PE1124
 PE1124;                    North         East    Units  Estimated Accuracy
 PE1124;SPC ME W     -   167,720.      916,570.      MT  (+/- 180 meters Scaled)
 PE1124
 PE1124                          SUPERSEDED SURVEY CONTROL
 PE1124
 PE1124  NGVD 29 (??/??/92)   71.110  (m)          233.30   (f) ADJ UNCH    1 1
 PE1124
 PE1124.Superseded values are not recommended for survey control.
 PE1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1124.See file dsdata.txt to determine how the superseded data were derived.
 PE1124
 PE1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK235103(NAD 83)
 PE1124_MARKER: DB = BENCH MARK DISK
 PE1124_SETTING: 66 = SET IN ROCK OUTCROP
 PE1124_SP_SET: ROCK LEDGE
 PE1124_STAMPING: D 166 1966
 PE1124_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1124+STABILITY: POSITION/ELEVATION WELL
 PE1124
 PE1124  HISTORY     - Date     Condition        Report By
 PE1124  HISTORY     - 1966     MONUMENTED       CGS
 PE1124  HISTORY     - 1978     GOOD             DOD
 PE1124
 PE1124                          STATION DESCRIPTION
 PE1124
 PE1124'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE1124'2.8 MI N FROM WINTHROP.
 PE1124'ABOUT 2.75 MILES NORTH ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE1124'STATION AT WINTHROP, ABOUT 2.75 MILE SOUTH ALONG THE MAINE
 PE1124'CENTRAL RAILROAD FROM THE CROSSING OF STATE HIGHWAY 17 AT READFIELD
 PE1124'STA., ABOUT 0.35 MILE NORTH OF MILEPOST P 59/V195, ABOUT 126
 PE1124'YARDS NORTH OF A PRIVATE ROAD CROSSING, DIRECTLY ACROSS THE TRACK
 PE1124'FROM THE SOUTH ONE OF A ROW OF CABINS, IN THE TOP OF A ROCK
 PE1124'LEDGE THAT IS 15-FOOT LONG BY 4-FOOT HIGH AND IS PART OF A SMALL
 PE1124'CUT, 11.5 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 52 FEET
 PE1124'NORTHWEST OF THE CABIN, 7 FEET SOUTH OF THE NORTH END OF THE
 PE1124'LEDGE, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK.
 PE1124
 PE1124                          STATION RECOVERY (1978)
 PE1124
 PE1124'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE1124'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0031 ***********************************************************************
 QF0031  DESIGNATION -  D 167
 QF0031  PID         -  QF0031
 QF0031  STATE/COUNTY-  ME/WASHINGTON
 QF0031  USGS QUAD   -  CALAIS (1977)
 QF0031
 QF0031                         *CURRENT SURVEY CONTROL
 QF0031  ___________________________________________________________________
 QF0031* NAD 83(1986)-  45 10 58.     (N)    067 17 25.     (W)     SCALED    
 QF0031* NAVD 88     -         7.913  (meters)      25.96   (feet)  ADJUSTED  
 QF0031  ___________________________________________________________________
 QF0031  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 QF0031  DYNAMIC HT  -           7.913 (meters)      25.96  (feet)  COMP
 QF0031  MODELED GRAV-     980,622.4   (mgal)                       NAVD 88
 QF0031  OBS GRAVITY -     980,622.9   (mgal)                       GRAV_OBS
 QF0031
 QF0031  VERT ORDER  -  FIRST     CLASS I
 QF0031
 QF0031.The horizontal coordinates were scaled from a topographic map and have
 QF0031.an estimated accuracy of +/- 6 seconds.
 QF0031
 QF0031.The orthometric height was determined by differential leveling
 QF0031.and adjusted by the National Geodetic Survey in June 1991..
 QF0031
 QF0031.The geoid height was determined by GEOID03.
 QF0031
 QF0031.The dynamic height is computed by dividing the NAVD 88
 QF0031.geopotential number by the normal gravity value computed on the
 QF0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0031.degrees latitude (g = 980.6199 gals.).
 QF0031
 QF0031.The modeled gravity was interpolated from observed gravity values.
 QF0031.The observed gravity was obtained from relative gravimeter ties
 QF0031.to the IGSN71 gravity network.
 QF0031
 QF0031;                    North         East    Units  Estimated Accuracy
 QF0031;SPC ME E     -   169,170.      395,070.      MT  (+/- 180 meters Scaled)
 QF0031
 QF0031                          SUPERSEDED SURVEY CONTROL
 QF0031
 QF0031  NGVD 29 (??/??/92)    8.121  (m)           26.64   (f) ADJ UNCH    1 1
 QF0031
 QF0031.Superseded values are not recommended for survey control.
 QF0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0031.See file dsdata.txt to determine how the superseded data were derived.
 QF0031
 QF0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL343046(NAD 83)
 QF0031_MARKER: DB = BENCH MARK DISK
 QF0031_SETTING: 66 = SET IN ROCK OUTCROP
 QF0031_SP_SET: BEDROCK
 QF0031_STAMPING: D 167 1966
 QF0031_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0031+STABILITY: POSITION/ELEVATION WELL
 QF0031
 QF0031  HISTORY     - Date     Condition        Report By
 QF0031  HISTORY     - 1966     MONUMENTED       CGS
 QF0031  HISTORY     - 1978     GOOD             DMA
 QF0031
 QF0031                          STATION DESCRIPTION
 QF0031
 QF0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 QF0031'0.8 MI S FROM CALAIS.
 QF0031'0.85 MILE SOUTH ALONG THE MAINE CENTRAL RAILROAD FROM THE
 QF0031'FREIGHT STATION AT CALAIS, 154 YARDS SOUTH OF THE CROSSING OF
 QF0031'TODD STREET, 51.5 FEET WEST OF THE WEST RAIL, IN THE TOP OF THE
 QF0031'HIGHEST POINT OF A 18-BY-20-FOOT EXPOSED PORTION OF BEDROCK THAT
 QF0031'PROJECTS 4 FEET, AND ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK.
 QF0031
 QF0031                          STATION RECOVERY (1978)
 QF0031
 QF0031'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 QF0031'MARK IS 115 YARDS SOUTH OF WHAT IS NOW A PRIVATE ROAD CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0296 ***********************************************************************
 PD0296  DESIGNATION -  D 168
 PD0296  PID         -  PD0296
 PD0296  STATE/COUNTY-  ME/WASHINGTON
 PD0296  USGS QUAD   -  HARRINGTON (1975)
 PD0296
 PD0296                         *CURRENT SURVEY CONTROL
 PD0296  ___________________________________________________________________
 PD0296* NAD 83(1986)-  44 37 24.     (N)    067 49 07.     (W)     SCALED    
 PD0296* NAVD 88     -        15.219  (meters)      49.93   (feet)  ADJUSTED  
 PD0296  ___________________________________________________________________
 PD0296  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 PD0296  DYNAMIC HT  -          15.219 (meters)      49.93  (feet)  COMP
 PD0296  MODELED GRAV-     980,588.3   (mgal)                       NAVD 88
 PD0296
 PD0296  VERT ORDER  -  FIRST     CLASS I
 PD0296
 PD0296.The horizontal coordinates were scaled from a topographic map and have
 PD0296.an estimated accuracy of +/- 6 seconds.
 PD0296
 PD0296.The orthometric height was determined by differential leveling
 PD0296.and adjusted by the National Geodetic Survey in June 1991..
 PD0296
 PD0296.The geoid height was determined by GEOID03.
 PD0296
 PD0296.The dynamic height is computed by dividing the NAVD 88
 PD0296.geopotential number by the normal gravity value computed on the
 PD0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0296.degrees latitude (g = 980.6199 gals.).
 PD0296
 PD0296.The modeled gravity was interpolated from observed gravity values.
 PD0296
 PD0296;                    North         East    Units  Estimated Accuracy
 PD0296;SPC ME E     -   106,520.      354,070.      MT  (+/- 180 meters Scaled)
 PD0296
 PD0296                          SUPERSEDED SURVEY CONTROL
 PD0296
 PD0296  NGVD 29 (??/??/92)   15.424  (m)           50.60   (f) ADJ UNCH    1 1
 PD0296
 PD0296.Superseded values are not recommended for survey control.
 PD0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0296.See file dsdata.txt to determine how the superseded data were derived.
 PD0296
 PD0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK937417(NAD 83)
 PD0296_MARKER: DB = BENCH MARK DISK
 PD0296_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PD0296_SP_SET: 83.0 FEET
 PD0296_STAMPING: D 168 1966
 PD0296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PD0296
 PD0296  HISTORY     - Date     Condition        Report By
 PD0296  HISTORY     - 1966     MONUMENTED       CGS
 PD0296  HISTORY     - 1978     POOR             DMA
 PD0296  HISTORY     - 1978     POOR             USGS
 PD0296
 PD0296                          STATION DESCRIPTION
 PD0296
 PD0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PD0296'AT HARRINGTON.
 PD0296'AT HARRINGTON, ABOUT 0.35 MILE EAST ALONG THE MAINE CENTRAL
 PD0296'RAILROAD FROM THE RAILROAD BRIDGE OVER THE HARRINGTON RIVER,
 PD0296'ABOUT 0.1 MILE SOUTHEAST OF MILEPOST C67/P203, 171 FEET SOUTHEAST
 PD0296'OF THE EAST CORNER OF THE ABANDONED RAILROAD STATION, 37 FEET
 PD0296'WEST OF THE CENTER OF A GRAVELED ROAD CROSSING, 29 FEET NORTHWEST
 PD0296'OF THE CENTER LINE OF THE GRAVELED ROAD, 19.3 FEET SOUTHWEST OF
 PD0296'THE SOUTHWEST RAIL OF THE MAIN TRACK, 1.7 FEET SOUTHWEST OF THE
 PD0296'SOUTHWEST SIDE OF A ROUND CONCRETE BASE FOR A TELEPHONE, ABOUT
 PD0296'LEVEL WITH THE TRACK, AND IS A DISK ON TOP OF COPPER COATED STEEL
 PD0296'ROD PROJECTING 0.1 FOOT AND PROTECTED BY A 5-INCH IRON PIPE
 PD0296'PROJECTING 0.1 FOOT.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF
 PD0296'83.0 FEET.
 PD0296
 PD0296                          STATION RECOVERY (1978)
 PD0296
 PD0296'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PD0296'MUTILATED DISK IS PROJECTING 6 INCHES ABOVE TOP OF IRON PIPE AND
 PD0296'LEANING AT AN ANGLE.
 PD0296
 PD0296                          STATION RECOVERY (1978)
 PD0296
 PD0296'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 PD0296'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0189 ***********************************************************************
 PE0189  DESIGNATION -  D 169
 PE0189  PID         -  PE0189
 PE0189  STATE/COUNTY-  ME/HANCOCK
 PE0189  USGS QUAD   -  TUNK LAKE (1982)
 PE0189
 PE0189                         *CURRENT SURVEY CONTROL
 PE0189  ___________________________________________________________________
 PE0189* NAD 83(1986)-  44 30 08.     (N)    068 00 31.     (W)     SCALED    
 PE0189* NAVD 88     -        34.974  (meters)     114.74   (feet)  ADJUSTED  
 PE0189  ___________________________________________________________________
 PE0189  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 PE0189  DYNAMIC HT  -          34.973 (meters)     114.74  (feet)  COMP
 PE0189  MODELED GRAV-     980,572.5   (mgal)                       NAVD 88
 PE0189
 PE0189  VERT ORDER  -  SECOND    CLASS 0
 PE0189
 PE0189.The horizontal coordinates were scaled from a topographic map and have
 PE0189.an estimated accuracy of +/- 6 seconds.
 PE0189
 PE0189.The orthometric height was determined by differential leveling
 PE0189.and adjusted by the National Geodetic Survey in June 1991..
 PE0189
 PE0189.The geoid height was determined by GEOID03.
 PE0189
 PE0189.The dynamic height is computed by dividing the NAVD 88
 PE0189.geopotential number by the normal gravity value computed on the
 PE0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0189.degrees latitude (g = 980.6199 gals.).
 PE0189
 PE0189.The modeled gravity was interpolated from observed gravity values.
 PE0189
 PE0189;                    North         East    Units  Estimated Accuracy
 PE0189;SPC ME E     -    92,950.      339,080.      MT  (+/- 180 meters Scaled)
 PE0189
 PE0189                          SUPERSEDED SURVEY CONTROL
 PE0189
 PE0189  NGVD 29 (??/??/92)   35.170  (m)          115.39   (f) ADJ UNCH    2 0
 PE0189
 PE0189.Superseded values are not recommended for survey control.
 PE0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0189.See file dsdata.txt to determine how the superseded data were derived.
 PE0189
 PE0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK788281(NAD 83)
 PE0189_MARKER: DB = BENCH MARK DISK
 PE0189_SETTING: 66 = SET IN ROCK OUTCROP
 PE0189_SP_SET: ROCK LEDGE
 PE0189_STAMPING: D 169 1966
 PE0189_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0189+STABILITY: POSITION/ELEVATION WELL
 PE0189
 PE0189  HISTORY     - Date     Condition        Report By
 PE0189  HISTORY     - 1966     MONUMENTED       CGS
 PE0189
 PE0189                          STATION DESCRIPTION
 PE0189
 PE0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE0189'2.2 MI W FROM STEUBEN.
 PE0189'ABOUT 2.25 MILES WEST ALONG NEW U.S. HIGHWAY 1 FROM THE BRIDGE
 PE0189'OVER TUNK STREAM AT STEUBEN, 0.9 MILE WEST OF THE
 PE0189'HANCOCK-WASHINGTON COUNTY LINE, SET ON THE TOP OF A 19-FOOT LONG
 PE0189'ROCK LEDGE, 37 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 PE0189'11 FEET SOUTHEAST OF CABLE LINE POLE NO. 254-885, 0.9 FOOT
 PE0189'NORTHWEST OF THE SOUTHEAST EDGE OF LEDGE, 4 FEET NORTHEAST OF THE
 PE0189'SOUTHWEST EDGE AND ABOUT LEVEL WITH THE HIGHWAY.  NOTE-- MARK
 PE0189'MAY BE REACHED BY GOING 0.15 MILE NORTH ALONG STATE HIGHWAY
 PE0189'186 FROM THE POST OFFICE AT GOULDSBORO, THENCE 2.8 MILES NORTHEAST
 PE0189'ALONG U.S. HIGHWAY 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0171 ***********************************************************************
 OB0171  DESIGNATION -  D 17
 OB0171  PID         -  OB0171
 OB0171  STATE/COUNTY-  ME/SAGADAHOC
 OB0171  USGS QUAD   -  BATH (1980)
 OB0171
 OB0171                         *CURRENT SURVEY CONTROL
 OB0171  ___________________________________________________________________
 OB0171* NAD 83(1986)-  43 56 14.     (N)    069 46 37.     (W)     SCALED    
 OB0171* NAVD 88     -        12.893  (meters)      42.30   (feet)  ADJUSTED  
 OB0171  ___________________________________________________________________
 OB0171  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 OB0171  DYNAMIC HT  -          12.891 (meters)      42.29  (feet)  COMP
 OB0171  MODELED GRAV-     980,524.2   (mgal)                       NAVD 88
 OB0171
 OB0171  VERT ORDER  -  SECOND    CLASS 0
 OB0171
 OB0171.The horizontal coordinates were scaled from a topographic map and have
 OB0171.an estimated accuracy of +/- 6 seconds.
 OB0171
 OB0171.The orthometric height was determined by differential leveling
 OB0171.and adjusted by the National Geodetic Survey in June 1991..
 OB0171
 OB0171.The geoid height was determined by GEOID03.
 OB0171
 OB0171.The dynamic height is computed by dividing the NAVD 88
 OB0171.geopotential number by the normal gravity value computed on the
 OB0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0171.degrees latitude (g = 980.6199 gals.).
 OB0171
 OB0171.The modeled gravity was interpolated from observed gravity values.
 OB0171
 OB0171;                    North         East    Units  Estimated Accuracy
 OB0171;SPC ME W     -   122,710.      931,290.      MT  (+/- 180 meters Scaled)
 OB0171
 OB0171                          SUPERSEDED SURVEY CONTROL
 OB0171
 OB0171  NGVD 29 (??/??/92)   13.102  (m)           42.99   (f) ADJ UNCH    2 0
 OB0171
 OB0171.Superseded values are not recommended for survey control.
 OB0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0171.See file dsdata.txt to determine how the superseded data were derived.
 OB0171
 OB0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ376651(NAD 83)
 OB0171_MARKER: DB = BENCH MARK DISK
 OB0171_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OB0171_SP_SET: ABUTMENT
 OB0171_STAMPING: D 17 1933
 OB0171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OB0171
 OB0171  HISTORY     - Date     Condition        Report By
 OB0171  HISTORY     - 1933     MONUMENTED       CGS
 OB0171
 OB0171                          STATION DESCRIPTION
 OB0171
 OB0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OB0171'IN NEQUASSET.
 OB0171'AT NEQUASSET, SAGADAHOC COUNTY, ON THE MAINE CENTRAL RAILROAD, 0.2
 OB0171'MILE EAST OF THE STATION, 275 FEET EAST OF SIGNAL TOWER BR 41-1, AT A
 OB0171'RAILROAD BRIDGE OVER THE SOUTH END OF NEQUASSET LAKE, IN THE TOP OF
 OB0171'THE NORTHEAST CORNER OF THE WEST ABUTMENT, 7 FEET NORTH OF THE CENTER
 OB0171'LINE OF THE TRACK, AND LEVEL WITH THE BASE OF THE RAIL.  A STANDAR
 OB0171'DISK, STAMPED D 17 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0424 ***********************************************************************
 PE0424  DESIGNATION -  D 170
 PE0424  PID         -  PE0424
 PE0424  STATE/COUNTY-  ME/HANCOCK
 PE0424  USGS QUAD   -  GREEN LAKE (1982)
 PE0424
 PE0424                         *CURRENT SURVEY CONTROL
 PE0424  ___________________________________________________________________
 PE0424* NAD 83(1986)-  44 40 16.     (N)    068 33 13.     (W)     SCALED    
 PE0424* NAVD 88     -        53.515  (meters)     175.57   (feet)  ADJUSTED  
 PE0424  ___________________________________________________________________
 PE0424  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 PE0424  DYNAMIC HT  -          53.511 (meters)     175.56  (feet)  COMP
 PE0424  MODELED GRAV-     980,540.4   (mgal)                       NAVD 88
 PE0424
 PE0424  VERT ORDER  -  FIRST     CLASS I
 PE0424
 PE0424.The horizontal coordinates were scaled from a topographic map and have
 PE0424.an estimated accuracy of +/- 6 seconds.
 PE0424
 PE0424.The orthometric height was determined by differential leveling
 PE0424.and adjusted by the National Geodetic Survey in June 1991..
 PE0424
 PE0424.The geoid height was determined by GEOID03.
 PE0424
 PE0424.The dynamic height is computed by dividing the NAVD 88
 PE0424.geopotential number by the normal gravity value computed on the
 PE0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0424.degrees latitude (g = 980.6199 gals.).
 PE0424
 PE0424.The modeled gravity was interpolated from observed gravity values.
 PE0424
 PE0424;                    North         East    Units  Estimated Accuracy
 PE0424;SPC ME E     -   111,600.      295,750.      MT  (+/- 180 meters Scaled)
 PE0424
 PE0424                          SUPERSEDED SURVEY CONTROL
 PE0424
 PE0424  NGVD 29 (??/??/92)   53.708  (m)          176.21   (f) ADJ UNCH    1 1
 PE0424
 PE0424.Superseded values are not recommended for survey control.
 PE0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0424.See file dsdata.txt to determine how the superseded data were derived.
 PE0424
 PE0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK353465(NAD 83)
 PE0424_MARKER: DB = BENCH MARK DISK
 PE0424_SETTING: 66 = SET IN ROCK OUTCROP
 PE0424_SP_SET: BEDROCK
 PE0424_STAMPING: D 170 1966
 PE0424_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0424+STABILITY: POSITION/ELEVATION WELL
 PE0424
 PE0424  HISTORY     - Date     Condition        Report By
 PE0424  HISTORY     - 1966     MONUMENTED       CGS
 PE0424  HISTORY     - 1978     GOOD             DMA
 PE0424  HISTORY     - 1985     GOOD             USPSQD
 PE0424
 PE0424                          STATION DESCRIPTION
 PE0424
 PE0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE0424'AT GREEN LAKE.
 PE0424'AT GREEN LAKE, 162 FEET NORTHWEST OF THE CROSSING OF THE
 PE0424'MAINE CENTRAL RAILROAD AND A BLACK TOPPED ROAD, 28.0 FEET EAST
 PE0424'OF THE EAST CORNER OF A RAILROAD BRIGE, IN THE TOP OF THE
 PE0424'SOUTH END OF A 20-BY-3-FOOT BEDROCK, 17.0 FEET NORTHEAST OF
 PE0424'THE NORTHEAST RAIL, AND ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE
 PE0424'TRACK.
 PE0424
 PE0424                          STATION RECOVERY (1978)
 PE0424
 PE0424'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PE0424'RECOVERED IN GOOD CONDITION.
 PE0424
 PE0424                          STATION RECOVERY (1985)
 PE0424
 PE0424'RECOVERY NOTE BY US POWER SQUADRON 1985
 PE0424'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0722 ***********************************************************************
 PF0722  DESIGNATION -  D 171
 PF0722  PID         -  PF0722
 PF0722  STATE/COUNTY-  ME/ANDROSCOGGIN
 PF0722  USGS QUAD   -  MINOT (1981)
 PF0722
 PF0722                         *CURRENT SURVEY CONTROL
 PF0722  ___________________________________________________________________
 PF0722* NAD 83(1986)-  44 02 48.     (N)    070 17 54.     (W)     SCALED    
 PF0722* NAVD 88     -        76.672  (meters)     251.55   (feet)  ADJUSTED  
 PF0722  ___________________________________________________________________
 PF0722  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 PF0722  DYNAMIC HT  -          76.663 (meters)     251.52  (feet)  COMP
 PF0722  MODELED GRAV-     980,494.4   (mgal)                       NAVD 88
 PF0722
 PF0722  VERT ORDER  -  FIRST     CLASS II
 PF0722
 PF0722.The horizontal coordinates were scaled from a topographic map and have
 PF0722.an estimated accuracy of +/- 6 seconds.
 PF0722
 PF0722.The orthometric height was determined by differential leveling
 PF0722.and adjusted by the National Geodetic Survey in June 1991..
 PF0722
 PF0722.The geoid height was determined by GEOID03.
 PF0722
 PF0722.The dynamic height is computed by dividing the NAVD 88
 PF0722.geopotential number by the normal gravity value computed on the
 PF0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0722.degrees latitude (g = 980.6199 gals.).
 PF0722
 PF0722.The modeled gravity was interpolated from observed gravity values.
 PF0722
 PF0722;                    North         East    Units  Estimated Accuracy
 PF0722;SPC ME W     -   134,810.      889,450.      MT  (+/- 180 meters Scaled)
 PF0722
 PF0722                          SUPERSEDED SURVEY CONTROL
 PF0722
 PF0722.No superseded survey control is available for this station.
 PF0722
 PF0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ959778(NAD 83)
 PF0722_MARKER: DB = BENCH MARK DISK
 PF0722_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PF0722_SP_SET: STAINLESS STEEL ROD
 PF0722_STAMPING: D 171 1978
 PF0722_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0722
 PF0722  HISTORY     - Date     Condition        Report By
 PF0722  HISTORY     - 1978     MONUMENTED       NGS
 PF0722
 PF0722                          STATION DESCRIPTION
 PF0722
 PF0722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PF0722'2.45 MI NW FROM DANVILLE JUNCTION.
 PF0722'2.45 MI. NORTHWEST ALONG THE CANADIAN NATIONAL RAILROAD FROM THE
 PF0722'STATION AT DANVILLE JUNCTION, AT THE CROSSING OF LEWISTON JUNCTION
 PF0722'ROAD, 30 FT. NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 60
 PF0722'FT. NORTHWEST OF THE CENTER LINE OF THE ROAD, 72.6 FT. WEST OF POWER
 PF0722'POLE NUMBER 08, 6.8 FT. NORTHEAST OF THE NORTHEAST RAIL OF A SIDING
 PF0722'TRACK, 2.7 FT. SOUTHEAST OF A UTILITY LIGHT POLE, THE DISK IS 5 INCHES
 PF0722'BELOW THE SURFACE OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH A
 PF0722'4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0752 ***********************************************************************
 PF0752  DESIGNATION -  D 172
 PF0752  PID         -  PF0752
 PF0752  STATE/COUNTY-  ME/OXFORD
 PF0752  USGS QUAD   -  WEST PARIS (1967)
 PF0752
 PF0752                         *CURRENT SURVEY CONTROL
 PF0752  ___________________________________________________________________
 PF0752* NAD 83(1986)-  44 16 53.     (N)    070 31 01.     (W)     SCALED    
 PF0752* NAVD 88     -       126.566  (meters)     415.24   (feet)  ADJUSTED  
 PF0752  ___________________________________________________________________
 PF0752  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 PF0752  DYNAMIC HT  -         126.548 (meters)     415.18  (feet)  COMP
 PF0752  MODELED GRAV-     980,474.8   (mgal)                       NAVD 88
 PF0752
 PF0752  VERT ORDER  -  FIRST     CLASS II
 PF0752
 PF0752.The horizontal coordinates were scaled from a topographic map and have
 PF0752.an estimated accuracy of +/- 6 seconds.
 PF0752
 PF0752.The orthometric height was determined by differential leveling
 PF0752.and adjusted by the National Geodetic Survey in June 1991..
 PF0752
 PF0752.The geoid height was determined by GEOID03.
 PF0752
 PF0752.The dynamic height is computed by dividing the NAVD 88
 PF0752.geopotential number by the normal gravity value computed on the
 PF0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0752.degrees latitude (g = 980.6199 gals.).
 PF0752
 PF0752.The modeled gravity was interpolated from observed gravity values.
 PF0752
 PF0752;                    North         East    Units  Estimated Accuracy
 PF0752;SPC ME W     -   160,940.      872,040.      MT  (+/- 180 meters Scaled)
 PF0752
 PF0752                          SUPERSEDED SURVEY CONTROL
 PF0752
 PF0752.No superseded survey control is available for this station.
 PF0752
 PF0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK789042(NAD 83)
 PF0752_MARKER: DB = BENCH MARK DISK
 PF0752_SETTING: 66 = SET IN ROCK OUTCROP
 PF0752_SP_SET: ROCK LEDGE
 PF0752_STAMPING: D 172 1978
 PF0752_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PF0752+STABILITY: POSITION/ELEVATION WELL
 PF0752
 PF0752  HISTORY     - Date     Condition        Report By
 PF0752  HISTORY     - 1978     MONUMENTED       NGS
 PF0752
 PF0752                          STATION DESCRIPTION
 PF0752
 PF0752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PF0752'3.7 MI NORTH FROM SOUTH PARIS.
 PF0752'3.7 MILES NORTH ALONG STATE HIGHWAY 26 FROM THE POST OFFICE AT SOUTH
 PF0752'PARIS, 1.9 MI. SOUTH OF THE SOUTH ENTRANCE TO THE SNOW FALLS
 PF0752'ROADSIDE PARK, 0.35 MI. SOUTHEAST OF THE Y-JUNCTION OF JACKSONS
 PF0752'ROAD CROSSING LEADING WEST TO THE LITTLE ANDROSCOGGIN RIVER, 0.1 MI.
 PF0752'NORTHWEST OF THE Y-JUNCTION OF A PAVED ROAD LEADING SOUTHEAST TO PARIS
 PF0752'HILL, AT A CONCRETE BRIDGE OVER MOODY BROOK, IN THE TOP OF THE HIGHEST
 PF0752'POINT OF A LONG LOW ROCK LEDGE, 98 FT. NORTHEAST OF THE CENTER LINE
 PF0752'OF THE HIGHWAY, 34.6 FT. NORTHEAST OF THE NORTH CONCRETE WING WALL OF
 PF0752'THE BRIDGE, 27.6 FT. SOUTHWEST OF A 24-INCH PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0783 ***********************************************************************
 PF0783  DESIGNATION -  D 173
 PF0783  PID         -  PF0783
 PF0783  STATE/COUNTY-  ME/OXFORD
 PF0783  USGS QUAD   -  GILEAD (1970)
 PF0783
 PF0783                         *CURRENT SURVEY CONTROL
 PF0783  ___________________________________________________________________
 PF0783* NAD 83(1986)-  44 24 22.     (N)    070 54 30.     (W)     SCALED    
 PF0783* NAVD 88     -       224.961  (meters)     738.06   (feet)  ADJUSTED  
 PF0783  ___________________________________________________________________
 PF0783  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 PF0783  DYNAMIC HT  -         224.930 (meters)     737.96  (feet)  COMP
 PF0783  MODELED GRAV-     980,475.3   (mgal)                       NAVD 88
 PF0783
 PF0783  VERT ORDER  -  FIRST     CLASS II
 PF0783
 PF0783.The horizontal coordinates were scaled from a topographic map and have
 PF0783.an estimated accuracy of +/- 6 seconds.
 PF0783
 PF0783.The orthometric height was determined by differential leveling
 PF0783.and adjusted by the National Geodetic Survey in June 1991..
 PF0783
 PF0783.The geoid height was determined by GEOID03.
 PF0783
 PF0783.The dynamic height is computed by dividing the NAVD 88
 PF0783.geopotential number by the normal gravity value computed on the
 PF0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0783.degrees latitude (g = 980.6199 gals.).
 PF0783
 PF0783.The modeled gravity was interpolated from observed gravity values.
 PF0783
 PF0783;                    North         East    Units  Estimated Accuracy
 PF0783;SPC ME W     -   175,010.      840,920.      MT  (+/- 180 meters Scaled)
 PF0783
 PF0783                          SUPERSEDED SURVEY CONTROL
 PF0783
 PF0783.No superseded survey control is available for this station.
 PF0783
 PF0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK480187(NAD 83)
 PF0783_MARKER: DB = BENCH MARK DISK
 PF0783_SETTING: 66 = SET IN ROCK OUTCROP
 PF0783_SP_SET: OUTCROP
 PF0783_STAMPING: D 173 1978
 PF0783_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PF0783+STABILITY: POSITION/ELEVATION WELL
 PF0783
 PF0783  HISTORY     - Date     Condition        Report By
 PF0783  HISTORY     - 1978     MONUMENTED       NGS
 PF0783
 PF0783                          STATION DESCRIPTION
 PF0783
 PF0783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PF0783'2.5 MI WEST FROM WEST BETHEL.
 PF0783'2.5 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE POST OFFICE AT WEST
 PF0783'BETHEL, 1.75 MILES WEST OF A SMALL CONCRETE BRIDGE OVER PLEASANT
 PF0783'RIVER, 0.15 MILE NORTHEAST OF THE T-JUNCTION OF A DRIVEWAY LEADING
 PF0783'NORTHWEST TO A SMALL FRAME HOUSE, 118 FT. SOUTH INTO THE WOODS FROM
 PF0783'THE CENTER LINE OF THE HIGHWAY, 159 FT. SOUTHWEST OF POWER POLE 187
 PF0783'75 63, 114 FT. SOUTHWEST OF THE SOUTH END OF AN 18-INCH METAL PIPE
 PF0783'CULVERT UNDER THE HIGHWAY, 81 FT. SOUTHEAST OF AN 16-INCH WHITE
 PF0783'BIRCH TREE, IN THE TOP OF A 10 BY 7-FT. ROCK OUTCROP, 4 FT. ABOVE
 PF0783'THE GROUND, ALSO 9.5 FT. SOUTH OF THE CENTER OF A 11 BY 9 BY 6-FT.
 PF0783'ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1551 ***********************************************************************
 PE1551  DESIGNATION -  D 175
 PE1551  PID         -  PE1551
 PE1551  STATE/COUNTY-  ME/PENOBSCOT
 PE1551  USGS QUAD   -  BANGOR (1991)
 PE1551
 PE1551                         *CURRENT SURVEY CONTROL
 PE1551  ___________________________________________________________________
 PE1551* NAD 83(1986)-  44 49 37.     (N)    068 49 45.     (W)     SCALED    
 PE1551* NAVD 88     -        60.073  (meters)     197.09   (feet)  ADJUSTED  
 PE1551  ___________________________________________________________________
 PE1551  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 PE1551  DYNAMIC HT  -          60.071 (meters)     197.08  (feet)  COMP
 PE1551  MODELED GRAV-     980,580.7   (mgal)                       NAVD 88
 PE1551
 PE1551  VERT ORDER  -  FIRST     CLASS II
 PE1551
 PE1551.The horizontal coordinates were scaled from a topographic map and have
 PE1551.an estimated accuracy of +/- 6 seconds.
 PE1551
 PE1551.The orthometric height was determined by differential leveling
 PE1551.and adjusted by the National Geodetic Survey in June 1991..
 PE1551
 PE1551.The geoid height was determined by GEOID03.
 PE1551
 PE1551.The dynamic height is computed by dividing the NAVD 88
 PE1551.geopotential number by the normal gravity value computed on the
 PE1551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1551.degrees latitude (g = 980.6199 gals.).
 PE1551
 PE1551.The modeled gravity was interpolated from observed gravity values.
 PE1551
 PE1551;                    North         East    Units  Estimated Accuracy
 PE1551;SPC ME E     -   128,970.      273,970.      MT  (+/- 180 meters Scaled)
 PE1551
 PE1551                          SUPERSEDED SURVEY CONTROL
 PE1551
 PE1551.No superseded survey control is available for this station.
 PE1551
 PE1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK135637(NAD 83)
 PE1551_MARKER: DV = VERTICAL CONTROL DISK
 PE1551_SETTING: 66 = SET IN ROCK OUTCROP
 PE1551_SP_SET: ROCK CUT
 PE1551_STAMPING: D 175 1978
 PE1551_MARK LOGO: NGS   
 PE1551_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE1551_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1551+STABILITY: POSITION/ELEVATION WELL
 PE1551_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE1551+SATELLITE: SATELLITE OBSERVATIONS - March 03, 1995
 PE1551
 PE1551  HISTORY     - Date     Condition        Report By
 PE1551  HISTORY     - 1978     MONUMENTED       NGS
 PE1551  HISTORY     - 1980     GOOD             USGS
 PE1551  HISTORY     - 19910528 GOOD             USPSQD
 PE1551  HISTORY     - 19950303 GOOD             NGS
 PE1551
 PE1551                          STATION DESCRIPTION
 PE1551
 PE1551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PE1551'3.2 MI NW FROM BANGOR.
 PE1551'3.2 MILES NORTHWEST ALONG UNION STREET FROM THE CROSSING OF U.S.
 PE1551'HIGHWAY 2, 31.5 FT. NORTHEAST OF THE CENTER LINE OF UNION STREET, 77
 PE1551'FT. SOUTHWEST OF THE WEST CORNER OF A 2 STORY WOOD FRAME HOUSE AT 1569
 PE1551'UNION STREET, 105.6 NORTHWEST OF POWER POLE 149 WITH ONE
 PE1551'TRANSFORMER.
 PE1551
 PE1551                          STATION RECOVERY (1980)
 PE1551
 PE1551'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 PE1551'RECOVERED IN GOOD CONDITION.
 PE1551
 PE1551                          STATION RECOVERY (1991)
 PE1551
 PE1551'RECOVERY NOTE BY US POWER SQUADRON 1991 (ELG)
 PE1551'RECOVERED IN GOOD CONDITION.
 PE1551
 PE1551                          STATION RECOVERY (1995)
 PE1551
 PE1551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PE1551'3.5 KM (2.15 MI) NORTHWESTERLY ALONG STATE HIGHWAY 222 (UNION STREET)
 PE1551'FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 IN BANGOR, NEAR THE CENTER
 PE1551'OF THE SOUTHWEST EDGE OF AN EXPOSED AREA OF BEDROCK, 32.2 M (105.6 FT)
 PE1551'NORTHWEST OF UTILITY POLE NUMBER 149 WITH A TRANSFORMER, 24.6 M (80.7
 PE1551'FT) NORTHWEST OF THE CENTER OF A DRIVEWAY LEADING TO HOUSE NUMBER
 PE1551'1569, 23.5 M (77.1 FT) SOUTHWEST OF THE WEST CORNER OF THE HOUSE, 9.6
 PE1551'M (31.5 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, AND 0.3 M (1.0 FT)
 PE1551'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1098 ***********************************************************************
 QG1098  DESIGNATION -  D 176
 QG1098  PID         -  QG1098
 QG1098  STATE/COUNTY-  ME/PENOBSCOT
 QG1098  USGS QUAD   -  BRADFORD (1983)
 QG1098
 QG1098                         *CURRENT SURVEY CONTROL
 QG1098  ___________________________________________________________________
 QG1098* NAD 83(1986)-  45 03 17.     (N)    068 55 51.     (W)     SCALED    
 QG1098* NAVD 88     -        76.040  (meters)     249.47   (feet)  ADJUSTED  
 QG1098  ___________________________________________________________________
 QG1098  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 QG1098  DYNAMIC HT  -          76.040 (meters)     249.47  (feet)  COMP
 QG1098  MODELED GRAV-     980,603.8   (mgal)                       NAVD 88
 QG1098
 QG1098  VERT ORDER  -  FIRST     CLASS II
 QG1098
 QG1098.The horizontal coordinates were scaled from a topographic map and have
 QG1098.an estimated accuracy of +/- 6 seconds.
 QG1098
 QG1098.The orthometric height was determined by differential leveling
 QG1098.and adjusted by the National Geodetic Survey in June 1991..
 QG1098
 QG1098.The geoid height was determined by GEOID03.
 QG1098
 QG1098.The dynamic height is computed by dividing the NAVD 88
 QG1098.geopotential number by the normal gravity value computed on the
 QG1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1098.degrees latitude (g = 980.6199 gals.).
 QG1098
 QG1098.The modeled gravity was interpolated from observed gravity values.
 QG1098
 QG1098;                    North         East    Units  Estimated Accuracy
 QG1098;SPC ME E     -   154,320.      266,070.      MT  (+/- 180 meters Scaled)
 QG1098
 QG1098                          SUPERSEDED SURVEY CONTROL
 QG1098
 QG1098.No superseded survey control is available for this station.
 QG1098
 QG1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK054890(NAD 83)
 QG1098_MARKER: DB = BENCH MARK DISK
 QG1098_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QG1098_SP_SET: STAINLESS STEEL ROD
 QG1098_STAMPING: D 176 1978
 QG1098_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG1098
 QG1098  HISTORY     - Date     Condition        Report By
 QG1098  HISTORY     - 1978     MONUMENTED       NGS
 QG1098
 QG1098                          STATION DESCRIPTION
 QG1098
 QG1098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1098'4.75 MI NORTH FROM HUDSON.
 QG1098'4.75 MILES NORTH ALONG STATE HIGHWAY 221 FROM ITS JUNCTION WITH STATE
 QG1098'HIGHWAY 43 AT HUDSON, 22 FT. WEST OF THE CENTER LINE OF THE
 QG1098'HIGHWAY, 0.1 MILE NORTH OF DRIVE LEADING TO A TWO STORY WOOD FRAME
 QG1098'HOUSE AND BARN OWNED BY L. WATERS, 3.75 FT. NORTH OF POWER POLE
 QG1098'4 22 WITH ONE GUY WIRE. THE DISK IS 5 INCHES BELOW GROUND, ACCESS
 QG1098'TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0970 ***********************************************************************
 QG0970  DESIGNATION -  D 177
 QG0970  PID         -  QG0970
 QG0970  STATE/COUNTY-  ME/PISCATAQUIS
 QG0970  USGS QUAD   -  SOUTH SEBEC (1983)
 QG0970
 QG0970                         *CURRENT SURVEY CONTROL
 QG0970  ___________________________________________________________________
 QG0970* NAD 83(1986)-  45 14 04.     (N)    069 03 55.     (W)     SCALED    
 QG0970* NAVD 88     -       142.534  (meters)     467.63   (feet)  ADJUSTED  
 QG0970  ___________________________________________________________________
 QG0970  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 QG0970  DYNAMIC HT  -         142.531 (meters)     467.62  (feet)  COMP
 QG0970  MODELED GRAV-     980,597.3   (mgal)                       NAVD 88
 QG0970
 QG0970  VERT ORDER  -  FIRST     CLASS II
 QG0970
 QG0970.The horizontal coordinates were scaled from a topographic map and have
 QG0970.an estimated accuracy of +/- 6 seconds.
 QG0970
 QG0970.The orthometric height was determined by differential leveling
 QG0970.and adjusted by the National Geodetic Survey in June 1991..
 QG0970
 QG0970.The geoid height was determined by GEOID03.
 QG0970
 QG0970.The dynamic height is computed by dividing the NAVD 88
 QG0970.geopotential number by the normal gravity value computed on the
 QG0970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0970.degrees latitude (g = 980.6199 gals.).
 QG0970
 QG0970.The modeled gravity was interpolated from observed gravity values.
 QG0970
 QG0970;                    North         East    Units  Estimated Accuracy
 QG0970;SPC ME E     -   174,350.      255,620.      MT  (+/- 180 meters Scaled)
 QG0970
 QG0970                          SUPERSEDED SURVEY CONTROL
 QG0970
 QG0970.No superseded survey control is available for this station.
 QG0970
 QG0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL948089(NAD 83)
 QG0970_MARKER: DB = BENCH MARK DISK
 QG0970_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QG0970_SP_SET: STAINLESS STEEL ROD
 QG0970_STAMPING: D 177 1978
 QG0970_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG0970
 QG0970  HISTORY     - Date     Condition        Report By
 QG0970  HISTORY     - 1978     MONUMENTED       NGS
 QG0970
 QG0970                          STATION DESCRIPTION
 QG0970
 QG0970'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG0970'4.1 MI WEST FROM MILO.
 QG0970'4.1 MILES WEST ALONG STATE HIGHWAY 6 FROM ITS JUNCTION WITH STATE
 QG0970'HIGHWAY 11 AT ELM STREET, 57.0 FT. SOUTH OF THE CENTER LINE OF THE
 QG0970'ROAD, 44.0 FT. NORTHWEST OF THE NORTHWEST CORNER OF A GARAGE NEXT
 QG0970'TO THE HOUSE OWNED BY EDWARD BLANCHARD, 3.0 FT. NORTH OF THE LIGHT
 QG0970'POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1001 ***********************************************************************
 QG1001  DESIGNATION -  D 178
 QG1001  PID         -  QG1001
 QG1001  STATE/COUNTY-  ME/PISCATAQUIS
 QG1001  USGS QUAD   -  SANGERVILLE (1984)
 QG1001
 QG1001                         *CURRENT SURVEY CONTROL
 QG1001  ___________________________________________________________________
 QG1001* NAD 83(1986)-  45 10 05.     (N)    069 22 15.     (W)     SCALED    
 QG1001* NAVD 88     -       121.999  (meters)     400.26   (feet)  ADJUSTED  
 QG1001  ___________________________________________________________________
 QG1001  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 QG1001  DYNAMIC HT  -         121.996 (meters)     400.25  (feet)  COMP
 QG1001  MODELED GRAV-     980,587.2   (mgal)                       NAVD 88
 QG1001
 QG1001  VERT ORDER  -  FIRST     CLASS II
 QG1001
 QG1001.The horizontal coordinates were scaled from a topographic map and have
 QG1001.an estimated accuracy of +/- 6 seconds.
 QG1001
 QG1001.The orthometric height was determined by differential leveling
 QG1001.and adjusted by the National Geodetic Survey in June 1991..
 QG1001
 QG1001.The geoid height was determined by GEOID03.
 QG1001
 QG1001.The dynamic height is computed by dividing the NAVD 88
 QG1001.geopotential number by the normal gravity value computed on the
 QG1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1001.degrees latitude (g = 980.6199 gals.).
 QG1001
 QG1001.The modeled gravity was interpolated from observed gravity values.
 QG1001
 QG1001;                    North         East    Units  Estimated Accuracy
 QG1001;SPC ME E     -   167,190.      231,550.      MT  (+/- 180 meters Scaled)
 QG1001
 QG1001                          SUPERSEDED SURVEY CONTROL
 QG1001
 QG1001.No superseded survey control is available for this station.
 QG1001
 QG1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL708016(NAD 83)
 QG1001_MARKER: DB = BENCH MARK DISK
 QG1001_SETTING: 66 = SET IN ROCK OUTCROP
 QG1001_SP_SET: ROCK OUTCROP
 QG1001_STAMPING: D 178 1978
 QG1001_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG1001+STABILITY: POSITION/ELEVATION WELL
 QG1001
 QG1001  HISTORY     - Date     Condition        Report By
 QG1001  HISTORY     - 1978     MONUMENTED       NGS
 QG1001
 QG1001                          STATION DESCRIPTION
 QG1001
 QG1001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1001'0.85 MI EAST FROM GUILFORD.
 QG1001'0.85 MILE EAST ALONG STATE HIGHWAY 6 FROM THE BRIDGE OVER THE
 QG1001'PISCATAQUIS RIVER, 101.5 FT SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 QG1001'39.4 FT WEST OF THE SOUTHWEST CORNER OF A TWO STORY WOOD FRAME
 QG1001'HOUSE OWNED BY CLINTON H. HERRING, 73.5 FT SOUTH OF POWER POLE
 QG1001'286 34 100.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1029 ***********************************************************************
 QG1029  DESIGNATION -  D 179
 QG1029  PID         -  QG1029
 QG1029  STATE/COUNTY-  ME/PISCATAQUIS
 QG1029  USGS QUAD   -  MONSON WEST (1989)
 QG1029
 QG1029                         *CURRENT SURVEY CONTROL
 QG1029  ___________________________________________________________________
 QG1029* NAD 83(1986)-  45 21 19.     (N)    069 35 47.     (W)     SCALED    
 QG1029* NAVD 88     -       377.731  (meters)    1239.27   (feet)  ADJUSTED  
 QG1029  ___________________________________________________________________
 QG1029  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 QG1029  DYNAMIC HT  -         377.710 (meters)    1239.20  (feet)  COMP
 QG1029  MODELED GRAV-     980,550.2   (mgal)                       NAVD 88
 QG1029
 QG1029  VERT ORDER  -  FIRST     CLASS II
 QG1029
 QG1029.The horizontal coordinates were scaled from a topographic map and have
 QG1029.an estimated accuracy of +/- 6 seconds.
 QG1029
 QG1029.The orthometric height was determined by differential leveling
 QG1029.and adjusted by the National Geodetic Survey in June 1991..
 QG1029
 QG1029.The geoid height was determined by GEOID03.
 QG1029
 QG1029.The dynamic height is computed by dividing the NAVD 88
 QG1029.geopotential number by the normal gravity value computed on the
 QG1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1029.degrees latitude (g = 980.6199 gals.).
 QG1029
 QG1029.The modeled gravity was interpolated from observed gravity values.
 QG1029
 QG1029;                    North         East    Units  Estimated Accuracy
 QG1029;SPC ME E     -   188,210.      214,100.      MT  (+/- 180 meters Scaled)
 QG1029
 QG1029                          SUPERSEDED SURVEY CONTROL
 QG1029
 QG1029.No superseded survey control is available for this station.
 QG1029
 QG1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL532225(NAD 83)
 QG1029_MARKER: DB = BENCH MARK DISK
 QG1029_SETTING: 66 = SET IN ROCK OUTCROP
 QG1029_SP_SET: ROCK OUTCROP
 QG1029_STAMPING: D 179 1978
 QG1029_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG1029+STABILITY: POSITION/ELEVATION WELL
 QG1029
 QG1029  HISTORY     - Date     Condition        Report By
 QG1029  HISTORY     - 1978     MONUMENTED       NGS
 QG1029
 QG1029                          STATION DESCRIPTION
 QG1029
 QG1029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1029'1.45 MI SE FROM SHIRLEY MILLS.
 QG1029'0.2 MILES EAST ALONG A PAVED ROAD FROM THE SHIRLEY MILLS TOWN HALL
 QG1029'TO A Y JUNCTION THENCE 1.25 MILES SOUTHWEST ALONG A PAVED ROAD,
 QG1029'37.0 FT. SOUTHWEST OF THE CENTER LINE OF THE ROAD, 93.0 FT. SOUTH-
 QG1029'EAST OF A GRAVEL ROAD LEADING SOUTHWST, 70.0 FT. NORTHWEST OF
 QG1029'POWER POLE 26 9 WITH ONE GUY WIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0886 ***********************************************************************
 PE0886  TIDAL BM    -  This is a Tidal Bench Mark.
 PE0886  DESIGNATION -  D 18
 PE0886  PID         -  PE0886
 PE0886  STATE/COUNTY-  ME/KNOX
 PE0886  USGS QUAD   -  ROCKLAND (1979)
 PE0886
 PE0886                         *CURRENT SURVEY CONTROL
 PE0886  ___________________________________________________________________
 PE0886* NAD 83(1986)-  44 06 03.     (N)    069 06 38.     (W)     SCALED    
 PE0886* NAVD 88     -        10.841  (meters)      35.57   (feet)  ADJUSTED  
 PE0886  ___________________________________________________________________
 PE0886  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 PE0886  DYNAMIC HT  -          10.840 (meters)      35.56  (feet)  COMP
 PE0886  MODELED GRAV-     980,526.6   (mgal)                       NAVD 88
 PE0886
 PE0886  VERT ORDER  -  SECOND    CLASS 0
 PE0886
 PE0886.The horizontal coordinates were scaled from a topographic map and have
 PE0886.an estimated accuracy of +/- 6 seconds.
 PE0886
 PE0886.The orthometric height was determined by differential leveling
 PE0886.and adjusted by the National Geodetic Survey in June 1991..
 PE0886
 PE0886.This Tidal Bench Mark is designated as VM 1875
 PE0886.by the Center for Operational Oceanographic Products and Services.
 PE0886
 PE0886.The geoid height was determined by GEOID03.
 PE0886
 PE0886.The dynamic height is computed by dividing the NAVD 88
 PE0886.geopotential number by the normal gravity value computed on the
 PE0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0886.degrees latitude (g = 980.6199 gals.).
 PE0886
 PE0886.The modeled gravity was interpolated from observed gravity values.
 PE0886
 PE0886;                    North         East    Units  Estimated Accuracy
 PE0886;SPC ME E     -    48,420.      251,120.      MT  (+/- 180 meters Scaled)
 PE0886
 PE0886                          SUPERSEDED SURVEY CONTROL
 PE0886
 PE0886  NGVD 29 (??/??/92)   11.051  (m)           36.26   (f) ADJ UNCH    2 0
 PE0886
 PE0886.Superseded values are not recommended for survey control.
 PE0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0886.See file dsdata.txt to determine how the superseded data were derived.
 PE0886
 PE0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ911830(NAD 83)
 PE0886_MARKER: DB = BENCH MARK DISK
 PE0886_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE0886_SP_SET: BUILDING
 PE0886_STAMPING: 36.256 D 18 1933
 PE0886_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0886
 PE0886  HISTORY     - Date     Condition        Report By
 PE0886  HISTORY     - 1933     MONUMENTED       CGS
 PE0886  HISTORY     - 1962     GOOD             NGS
 PE0886  HISTORY     - 20040824 GOOD             USPSQD
 PE0886
 PE0886                          STATION DESCRIPTION
 PE0886
 PE0886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PE0886'AT ROCKLAND.
 PE0886'AT ROCKLAND, KNOX COUNTY, ON THE MAINE CENTRAL RAILROAD, IN THE
 PE0886'EAST WALL OF THE STATION, AT THE NORTHEAST CORNER OF THE
 PE0886'BUILDING, AT THE UNION STREET CROSSING, 15 YARDS WEST OF THE
 PE0886'CENTERLINE OF UNION STREET, 8 YARDS SOUTH OF THE CENTERLINE OF
 PE0886'THE SOUTH TRACK, AND 8 INCHES ABOVE THE SIDEWALK, AND SET
 PE0886'VERTICALLY.
 PE0886
 PE0886                          STATION RECOVERY (2004)
 PE0886
 PE0886'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMW)
 PE0886'THE RAILROAD STATION IS NOW A COMMERCIAL BUILDING. NO TRACKS ARE
 PE0886'THERE. THE MARK IS AS OTHERWISE DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1057 ***********************************************************************
 QG1057  DESIGNATION -  D 180
 QG1057  PID         -  QG1057
 QG1057  STATE/COUNTY-  ME/PISCATAQUIS
 QG1057  USGS QUAD   -  MOOSEHEAD (1989)
 QG1057
 QG1057                         *CURRENT SURVEY CONTROL
 QG1057  ___________________________________________________________________
 QG1057* NAD 83(1986)-  45 32 07.     (N)    069 41 11.     (W)     SCALED    
 QG1057* NAVD 88     -       338.065  (meters)    1109.13   (feet)  ADJUSTED  
 QG1057  ___________________________________________________________________
 QG1057  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 QG1057  DYNAMIC HT  -         338.055 (meters)    1109.10  (feet)  COMP
 QG1057  MODELED GRAV-     980,577.1   (mgal)                       NAVD 88
 QG1057
 QG1057  VERT ORDER  -  FIRST     CLASS II
 QG1057
 QG1057.The horizontal coordinates were scaled from a topographic map and have
 QG1057.an estimated accuracy of +/- 6 seconds.
 QG1057
 QG1057.The orthometric height was determined by differential leveling
 QG1057.and adjusted by the National Geodetic Survey in June 1991..
 QG1057
 QG1057.The geoid height was determined by GEOID03.
 QG1057
 QG1057.The dynamic height is computed by dividing the NAVD 88
 QG1057.geopotential number by the normal gravity value computed on the
 QG1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1057.degrees latitude (g = 980.6199 gals.).
 QG1057
 QG1057.The modeled gravity was interpolated from observed gravity values.
 QG1057
 QG1057;                    North         East    Units  Estimated Accuracy
 QG1057;SPC ME E     -   208,310.      207,340.      MT  (+/- 180 meters Scaled)
 QG1057
 QG1057                          SUPERSEDED SURVEY CONTROL
 QG1057
 QG1057.No superseded survey control is available for this station.
 QG1057
 QG1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL464426(NAD 83)
 QG1057_MARKER: DB = BENCH MARK DISK
 QG1057_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QG1057_SP_SET: STAINLESS STEEL ROD
 QG1057_STAMPING: D 180 1978
 QG1057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG1057
 QG1057  HISTORY     - Date     Condition        Report By
 QG1057  HISTORY     - 1978     MONUMENTED       NGS
 QG1057
 QG1057                          STATION DESCRIPTION
 QG1057
 QG1057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1057'8.5 MI NW FROM GREENVILLE.
 QG1057'8.5 MILES WEST ALONG STATE HIGHWAY 6 FROM THE GREENVILLE TOWN HALL,
 QG1057'23.2 FT NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 0.15 MILE
 QG1057'SOUTHEAST OF THE SOUTH END OF A CURVE, 145 FT SOUTHEAST OF A GRAVEL
 QG1057'ROAD LEADING EAST, 4 FT NORTHWEST OF POWER POLE 231.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1087 ***********************************************************************
 QG1087  DESIGNATION -  D 181
 QG1087  PID         -  QG1087
 QG1087  STATE/COUNTY-  ME/SOMERSET
 QG1087  USGS QUAD   -  MISERY KNOB (1988)
 QG1087
 QG1087                         *CURRENT SURVEY CONTROL
 QG1087  ___________________________________________________________________
 QG1087* NAD 83(1986)-  45 36 04.     (N)    069 56 56.     (W)     SCALED    
 QG1087* NAVD 88     -       497.252  (meters)    1631.40   (feet)  ADJUSTED  
 QG1087  ___________________________________________________________________
 QG1087  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 QG1087  DYNAMIC HT  -         497.234 (meters)    1631.34  (feet)  COMP
 QG1087  MODELED GRAV-     980,563.5   (mgal)                       NAVD 88
 QG1087
 QG1087  VERT ORDER  -  FIRST     CLASS II
 QG1087
 QG1087.The horizontal coordinates were scaled from a topographic map and have
 QG1087.an estimated accuracy of +/- 6 seconds.
 QG1087
 QG1087.The orthometric height was determined by differential leveling
 QG1087.and adjusted by the National Geodetic Survey in June 1991..
 QG1087
 QG1087.The geoid height was determined by GEOID03.
 QG1087
 QG1087.The dynamic height is computed by dividing the NAVD 88
 QG1087.geopotential number by the normal gravity value computed on the
 QG1087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1087.degrees latitude (g = 980.6199 gals.).
 QG1087
 QG1087.The modeled gravity was interpolated from observed gravity values.
 QG1087
 QG1087;                    North         East    Units  Estimated Accuracy
 QG1087;SPC ME W     -   307,560.      916,990.      MT  (+/- 180 meters Scaled)
 QG1087
 QG1087                          SUPERSEDED SURVEY CONTROL
 QG1087
 QG1087.No superseded survey control is available for this station.
 QG1087
 QG1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL259501(NAD 83)
 QG1087_MARKER: DB = BENCH MARK DISK
 QG1087_SETTING: 66 = SET IN ROCK OUTCROP
 QG1087_SP_SET: ROCK OUTCROP
 QG1087_STAMPING: D 181 1978
 QG1087_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG1087+STABILITY: POSITION/ELEVATION WELL
 QG1087
 QG1087  HISTORY     - Date     Condition        Report By
 QG1087  HISTORY     - 1978     MONUMENTED       NGS
 QG1087
 QG1087                          STATION DESCRIPTION
 QG1087
 QG1087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1087'13.85 MI WEST FROM ROCKWOOD.
 QG1087'0.45 MILES NORTHWEST ALONG A PAVED ROAD FROM THE ROCKWOOD POST
 QG1087'OFFICE THENCE 13.4 MILES WEST ALONG STATE HIGHWAY 6, 31.5 FT. SOUTH-
 QG1087'WEST OF THE CENTER LINE OF THE HIGHWAY, 196.0 FT. SOUTHEAST OF THE
 QG1087'JUNCTION OF A GRAVEL ROAD LEADING NORTHEAST AND THE HIGHWAY, 88.0 FT.
 QG1087'SOUTHEAST OF THE NORTHWEST END OF THE ROCK CUT ON THE SOUTHWEST
 QG1087'SIDE OF THE HIGHWAY, SET VERTICALLY IN THE ROCK CUT, AT THE INSIDE
 QG1087'OF THE CURVE IN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0056 ***********************************************************************
 QH0056  FBN         -  This is a Federal Base Network Control Station.
 QH0056  DESIGNATION -  D 182
 QH0056  PID         -  QH0056
 QH0056  STATE/COUNTY-  ME/SOMERSET
 QH0056  USGS QUAD   -  CATHEART MOUNTAIN (1989)
 QH0056
 QH0056                         *CURRENT SURVEY CONTROL
 QH0056  ___________________________________________________________________
 QH0056* NAD 83(1996)-  45 37 04.14959(N)    070 14 38.43957(W)     ADJUSTED  
 QH0056* NAVD 88     -       395.807  (meters)    1298.58   (feet)  ADJUSTED  
 QH0056  ___________________________________________________________________
 QH0056  X           -   1,510,601.951 (meters)                     COMP
 QH0056  Y           -  -4,205,992.512 (meters)                     COMP
 QH0056  Z           -   4,535,902.519 (meters)                     COMP
 QH0056  LAPLACE CORR-           4.50  (seconds)                    DEFLEC99
 QH0056  ELLIP HEIGHT-         370.35  (meters)          (04/26/01) GPS OBS
 QH0056  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 QH0056  DYNAMIC HT  -         395.787 (meters)    1298.51  (feet)  COMP
 QH0056  MODELED GRAV-     980,551.6   (mgal)                       NAVD 88
 QH0056
 QH0056  HORZ ORDER  -  A
 QH0056  VERT ORDER  -  FIRST     CLASS II
 QH0056  ELLP ORDER  -  FOURTH    CLASS I
 QH0056
 QH0056.The horizontal coordinates were established by GPS observations
 QH0056.and adjusted by the National Geodetic Survey in April 2001..
 QH0056
 QH0056.The orthometric height was determined by differential leveling
 QH0056.and adjusted by the National Geodetic Survey in June 1991..
 QH0056
 QH0056.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QH0056
 QH0056.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0056
 QH0056.The ellipsoidal height was determined by GPS observations
 QH0056.and is referenced to NAD 83.
 QH0056
 QH0056.The geoid height was determined by GEOID03.
 QH0056
 QH0056.The dynamic height is computed by dividing the NAVD 88
 QH0056.geopotential number by the normal gravity value computed on the
 QH0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QH0056.degrees latitude (g = 980.6199 gals.).
 QH0056
 QH0056.The modeled gravity was interpolated from observed gravity values.
 QH0056
 QH0056;                    North         East     Units Scale Factor Converg.
 QH0056;SPC ME W     -   309,395.366   893,967.739   MT  0.99996711   -0 03 19.0
 QH0056;UTM  19      - 5,052,338.582   403,012.465   MT  0.99971565   -0 53 20.9
 QH0056
 QH0056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0056!SPC ME W     -   0.99994194  x   0.99996711  =   0.99990905
 QH0056!UTM  19      -   0.99994194  x   0.99971565  =   0.99965761
 QH0056
 QH0056                          SUPERSEDED SURVEY CONTROL
 QH0056
 QH0056  NAVD 88 (04/26/01)  395.81   (m)         1298.6    (f) LEVELING    3  
 QH0056
 QH0056.Superseded values are not recommended for survey control.
 QH0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0056.See file dsdata.txt to determine how the superseded data were derived.
 QH0056
 QH0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL0301252339(NAD 83)
 QH0056_MARKER: DV = VERTICAL CONTROL DISK
 QH0056_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QH0056_SP_SET: STAINLESS STEEL ROD
 QH0056_STAMPING: D 182 1978
 QH0056_MARK LOGO: NGS   
 QH0056_MAGNETIC: N = NO MAGNETIC MATERIAL
 QH0056_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QH0056_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QH0056+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2000
 QH0056
 QH0056  HISTORY     - Date     Condition        Report By
 QH0056  HISTORY     - 1978     MONUMENTED       NGS
 QH0056  HISTORY     - 20000424 GOOD             NGS
 QH0056
 QH0056                          STATION DESCRIPTION
 QH0056
 QH0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QH0056'0.5 MI SE FROM JACKMAN.
 QH0056'0.5 MILES SOUTHEAST ALONG STATE HIGHWAY 6 FROM ITS JUNCTION WITH THE
 QH0056'CANADIAN PACIFIC RAILROAD AT JACKMAN, 46.5 FT. SOUTHWEST OF THE CENTER
 QH0056'LINE OF THE HIGHWAY AND MAIN STREET, 31.5 FT. WEST OF THE CENTER LINE
 QH0056'OF A GRAVEL ROAD LEADING SOUTH TO A SCHOOL, 23.0 FT. NORTH-NORTHWEST
 QH0056'OF THE EXTENDED CENTER LINE OF STATE HIGHWAY 6 LEADING EAST-NORTHEAST,
 QH0056'13.0 FT. WEST-SOUTHWEST OF POWER POLE 341 51 WITH TWO GUY WIRES AND
 QH0056'A STREET LIGHT, THE DISC IS 2-INCHES BELOW GROUND, ACCESS TO WHICH IS
 QH0056'HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 QH0056
 QH0056                          STATION RECOVERY (2000)
 QH0056
 QH0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 QH0056'THE STATION IS LOCATED ON THE SOUTHEAST SIDE OF JACKMAN, AT THE
 QH0056'JUNCTION OF COMBINED US HIGHWAY 201 AND STATE HIGHWAY 6 NORTH (MAIN
 QH0056'STREET) AND COMBINED STATE HIGHWAYS 15 AND 6 SOUTH (LONG POND ROAD).
 QH0056'OWNERSHIP--MAINE DEPARTMENT OF TRANSPORTATION.  THE STATION IS AN NGS
 QH0056'VERTICAL CONTROL DISK CRIMPED TO THE TOP OF A STAINLESS STEEL ROD,
 QH0056'ENCASED IN A 10 CM PVC WITH A SCREW CAP PROJECTING ABOUT 8 CM ABOVE
 QH0056'THE GROUND.  LOCATED 13.41 M (44.00 FT) WEST OF THE CENTER OF HIGHWAY
 QH0056'201, 4.42 M (14.50 FT) SOUTHWEST OF THE WOOD POST OF A SIGN
 QH0056'--6/15/201--, 3.66 M (12.01 FT) WEST OF A POWER POLE WITH SIX GUY
 QH0056'WIRES AND 0.7 M (2.3 FT) EAST-SOUTHEAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0194 ***********************************************************************
 QF0194  DESIGNATION -  D 183
 QF0194  PID         -  QF0194
 QF0194  STATE/COUNTY-  ME/WASHINGTON
 QF0194  USGS QUAD   -  TOMAH MOUNTAIN (1988)
 QF0194
 QF0194                         *CURRENT SURVEY CONTROL
 QF0194  ___________________________________________________________________
 QF0194* NAD 83(1986)-  45 27 30.     (N)    067 39 40.     (W)     SCALED    
 QF0194* NAVD 88     -       127.508  (meters)     418.33   (feet)  ADJUSTED  
 QF0194  ___________________________________________________________________
 QF0194  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 QF0194  DYNAMIC HT  -         127.506 (meters)     418.33  (feet)  COMP
 QF0194  MODELED GRAV-     980,602.1   (mgal)                       NAVD 88
 QF0194
 QF0194  VERT ORDER  -  FIRST     CLASS II
 QF0194
 QF0194.The horizontal coordinates were scaled from a topographic map and have
 QF0194.an estimated accuracy of +/- 6 seconds.
 QF0194
 QF0194.The orthometric height was determined by differential leveling
 QF0194.and adjusted by the National Geodetic Survey in June 1991..
 QF0194
 QF0194.The geoid height was determined by GEOID03.
 QF0194
 QF0194.The dynamic height is computed by dividing the NAVD 88
 QF0194.geopotential number by the normal gravity value computed on the
 QF0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0194.degrees latitude (g = 980.6199 gals.).
 QF0194
 QF0194.The modeled gravity was interpolated from observed gravity values.
 QF0194
 QF0194;                    North         East    Units  Estimated Accuracy
 QF0194;SPC ME E     -   199,420.      365,610.      MT  (+/- 180 meters Scaled)
 QF0194
 QF0194                          SUPERSEDED SURVEY CONTROL
 QF0194
 QF0194.No superseded survey control is available for this station.
 QF0194
 QF0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL046347(NAD 83)
 QF0194_MARKER: DB = BENCH MARK DISK
 QF0194_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QF0194_SP_SET: STAINLESS STEEL ROD
 QF0194_STAMPING: D 183 1978
 QF0194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QF0194
 QF0194  HISTORY     - Date     Condition        Report By
 QF0194  HISTORY     - 1978     MONUMENTED       NGS
 QF0194
 QF0194                          STATION DESCRIPTION
 QF0194
 QF0194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0194'4.6 MI NE FROM TOPSFIELD.
 QF0194'4.6 MILES NORTHEAST ALONG STATE HIGHWAY 6 FROM THE POST OFFICE AT
 QF0194'TOPSFIELD, 28.4 FEET NORTH-NORTHWEST OF THE CENTER LINE OF HIGHWAY,
 QF0194'7.3 FEET SOUTH-SOUTHEAST OF A TRIANGULAR BLAZED 9-INCH TREE. DISK
 QF0194'IS 3 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH
 QF0194'PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1156 ***********************************************************************
 QG1156  DESIGNATION -  D 184
 QG1156  PID         -  QG1156
 QG1156  STATE/COUNTY-  ME/PENOBSCOT
 QG1156  USGS QUAD   -  LINCOLN WEST (1988)
 QG1156
 QG1156                         *CURRENT SURVEY CONTROL
 QG1156  ___________________________________________________________________
 QG1156* NAD 83(1986)-  45 21 00.     (N)    068 34 49.     (W)     SCALED    
 QG1156* NAVD 88     -        58.014  (meters)     190.33   (feet)  ADJUSTED  
 QG1156  ___________________________________________________________________
 QG1156  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 QG1156  DYNAMIC HT  -          58.014 (meters)     190.33  (feet)  COMP
 QG1156  MODELED GRAV-     980,621.4   (mgal)                       NAVD 88
 QG1156
 QG1156  VERT ORDER  -  FIRST     CLASS II
 QG1156
 QG1156.The horizontal coordinates were scaled from a topographic map and have
 QG1156.an estimated accuracy of +/- 6 seconds.
 QG1156
 QG1156.The orthometric height was determined by differential leveling
 QG1156.and adjusted by the National Geodetic Survey in June 1991..
 QG1156
 QG1156.The geoid height was determined by GEOID03.
 QG1156
 QG1156.The dynamic height is computed by dividing the NAVD 88
 QG1156.geopotential number by the normal gravity value computed on the
 QG1156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1156.degrees latitude (g = 980.6199 gals.).
 QG1156
 QG1156.The modeled gravity was interpolated from observed gravity values.
 QG1156
 QG1156;                    North         East    Units  Estimated Accuracy
 QG1156;SPC ME E     -   187,040.      293,710.      MT  (+/- 180 meters Scaled)
 QG1156
 QG1156                          SUPERSEDED SURVEY CONTROL
 QG1156
 QG1156.No superseded survey control is available for this station.
 QG1156
 QG1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL328219(NAD 83)
 QG1156_MARKER: DB = BENCH MARK DISK
 QG1156_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QG1156_SP_SET: STAINLESS STEEL ROD
 QG1156_STAMPING: D 184 1978
 QG1156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG1156
 QG1156  HISTORY     - Date     Condition        Report By
 QG1156  HISTORY     - 1978     MONUMENTED       NGS
 QG1156
 QG1156                          STATION DESCRIPTION
 QG1156
 QG1156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1156'9.8 MI NORTH FROM HOWLAND.
 QG1156'2.2 MILES WEST ALONG STATE HIGHWAY 116 FROM THE NORTH END OF THE STATE
 QG1156'HIGHWAY 116 BRIDGE ACROSS THE PISCATAQUIS RIVER AT HOWLAND TO A
 QG1156'Y-JUNCTION, THENCE 7.6 MILES NORTHEAST ALONG STATE HIGHWAY 116,
 QG1156'47.6 FT. NORTHEAST OF THE CENTER LINE OF A DIRT ROAD LEADING NORTH-
 QG1156'WEST, 32.2 FT. NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, DISK IS
 QG1156'3 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4 INCH PLASTIC
 QG1156'SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0066 ***********************************************************************
 SF0066  DESIGNATION -  D 185
 SF0066  PID         -  SF0066
 SF0066  STATE/COUNTY-  ME/AROOSTOOK
 SF0066  USGS QUAD   -  EAGLE LAKE (1985)
 SF0066
 SF0066                         *CURRENT SURVEY CONTROL
 SF0066  ___________________________________________________________________
 SF0066* NAD 83(1986)-  47 02 50.     (N)    068 35 42.     (W)     SCALED    
 SF0066* NAVD 88     -       205.626  (meters)     674.62   (feet)  ADJUSTED  
 SF0066  ___________________________________________________________________
 SF0066  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 SF0066  DYNAMIC HT  -         205.653 (meters)     674.71  (feet)  COMP
 SF0066  MODELED GRAV-     980,741.4   (mgal)                       NAVD 88
 SF0066
 SF0066  VERT ORDER  -  FIRST     CLASS II
 SF0066
 SF0066.The horizontal coordinates were scaled from a topographic map and have
 SF0066.an estimated accuracy of +/- 6 seconds.
 SF0066
 SF0066.The orthometric height was determined by differential leveling
 SF0066.and adjusted by the National Geodetic Survey in June 1991..
 SF0066
 SF0066.The geoid height was determined by GEOID03.
 SF0066
 SF0066.The dynamic height is computed by dividing the NAVD 88
 SF0066.geopotential number by the normal gravity value computed on the
 SF0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0066.degrees latitude (g = 980.6199 gals.).
 SF0066
 SF0066.The modeled gravity was interpolated from observed gravity values.
 SF0066
 SF0066;                    North         East    Units  Estimated Accuracy
 SF0066;SPC ME E     -   375,680.      292,780.      MT  (+/- 180 meters Scaled)
 SF0066
 SF0066                          SUPERSEDED SURVEY CONTROL
 SF0066
 SF0066.No superseded survey control is available for this station.
 SF0066
 SF0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN307104(NAD 83)
 SF0066_MARKER: DB = BENCH MARK DISK
 SF0066_SETTING: 66 = SET IN ROCK OUTCROP
 SF0066_SP_SET: ROCK OUTCROP
 SF0066_STAMPING: D 185 1978
 SF0066_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SF0066+STABILITY: POSITION/ELEVATION WELL
 SF0066
 SF0066  HISTORY     - Date     Condition        Report By
 SF0066  HISTORY     - 1978     MONUMENTED       NGS
 SF0066
 SF0066                          STATION DESCRIPTION
 SF0066
 SF0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 SF0066'1.15 MI NORTH FROM EAGLE LAKE.
 SF0066'1.15 MILES NORTH ALONG STATE HIGHWAY 11 FROM ST. MARYS CHURCH AT
 SF0066'EAGLE LAKE, 0.4 MILES SOUTH OF THE NORTH ENTRANCE TO A REST AREA,
 SF0066'AT A ROCK CUT, 25.7 FT. NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 SF0066'152.3 FT. SOUTHWEST OF POWER POLE1, 69.5 FT. NORTHEAST OF POWER POLE
 SF0066'4 413 1340, IN A SHALE LEDGE ABOUT TWO THIRDS OF THE WAY UP THE
 SF0066'ROCK CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0471 ***********************************************************************
 RF0471  DESIGNATION -  D 186
 RF0471  PID         -  RF0471
 RF0471  STATE/COUNTY-  ME/AROOSTOOK
 RF0471  USGS QUAD   -  PORTAGE LAKE EAST (1986)
 RF0471
 RF0471                         *CURRENT SURVEY CONTROL
 RF0471  ___________________________________________________________________
 RF0471* NAD 83(1986)-  46 49 04.     (N)    068 29 04.     (W)     SCALED    
 RF0471* NAVD 88     -       230.646  (meters)     756.71   (feet)  ADJUSTED  
 RF0471  ___________________________________________________________________
 RF0471  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 RF0471  DYNAMIC HT  -         230.673 (meters)     756.80  (feet)  COMP
 RF0471  MODELED GRAV-     980,723.7   (mgal)                       NAVD 88
 RF0471
 RF0471  VERT ORDER  -  FIRST     CLASS II
 RF0471
 RF0471.The horizontal coordinates were scaled from a topographic map and have
 RF0471.an estimated accuracy of +/- 6 seconds.
 RF0471
 RF0471.The orthometric height was determined by differential leveling
 RF0471.and adjusted by the National Geodetic Survey in June 1991..
 RF0471
 RF0471.The geoid height was determined by GEOID03.
 RF0471
 RF0471.The dynamic height is computed by dividing the NAVD 88
 RF0471.geopotential number by the normal gravity value computed on the
 RF0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0471.degrees latitude (g = 980.6199 gals.).
 RF0471
 RF0471.The modeled gravity was interpolated from observed gravity values.
 RF0471
 RF0471;                    North         East    Units  Estimated Accuracy
 RF0471;SPC ME E     -   350,170.      301,190.      MT  (+/- 180 meters Scaled)
 RF0471
 RF0471                          SUPERSEDED SURVEY CONTROL
 RF0471
 RF0471.No superseded survey control is available for this station.
 RF0471
 RF0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM393850(NAD 83)
 RF0471_MARKER: DB = BENCH MARK DISK
 RF0471_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RF0471_SP_SET: STAINLESS STEEL ROD
 RF0471_STAMPING: D 186 1978
 RF0471_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0471
 RF0471  HISTORY     - Date     Condition        Report By
 RF0471  HISTORY     - 1978     MONUMENTED       NGS
 RF0471
 RF0471                          STATION DESCRIPTION
 RF0471
 RF0471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0471'4.55 MI NORTH FROM PORTAGE.
 RF0471'4.55 MILES NORTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT
 RF0471'PORTAGE, 1.41 MILES NORTH OF THE CROSSING OF FOX BROOK, ABOUT 0.1
 RF0471'MILE SOUTH OF THE CREST OF A SMALL HILL, 29.4 FT. EAST OF THE CENTER
 RF0471'LINE OF THE HIGHWAY, 207.0 FT. NORTHWEST OF THE NORTHWEST CORNER OF AN
 RF0471'OLD 2 STORY FARM HOUSE, 42.9 FT. SOUTH OF A APPLE TREE, 3.4 FT. NORTH
 RF0471'OF POWER POLE 322. THE DISK IS 3 INCHES BELOW GROUND, ACCESS TO WHICH
 RF0471'IS HAD THROUGH A 4 INCH PLASTIC SCREW PLUG FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0553 ***********************************************************************
 RF0553  DESIGNATION -  D 187
 RF0553  PID         -  RF0553
 RF0553  STATE/COUNTY-  ME/AROOSTOOK
 RF0553  USGS QUAD   -  SQUA PAN (1986)
 RF0553
 RF0553                         *CURRENT SURVEY CONTROL
 RF0553  ___________________________________________________________________
 RF0553* NAD 83(1986)-  46 37 00.     (N)    068 24 00.     (W)     SCALED    
 RF0553* NAVD 88     -       235.781  (meters)     773.56   (feet)  ADJUSTED  
 RF0553  ___________________________________________________________________
 RF0553  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 RF0553  DYNAMIC HT  -         235.802 (meters)     773.63  (feet)  COMP
 RF0553  MODELED GRAV-     980,698.2   (mgal)                       NAVD 88
 RF0553
 RF0553  VERT ORDER  -  FIRST     CLASS II
 RF0553
 RF0553.The horizontal coordinates were scaled from a topographic map and have
 RF0553.an estimated accuracy of +/- 6 seconds.
 RF0553
 RF0553.The orthometric height was determined by differential leveling
 RF0553.and adjusted by the National Geodetic Survey in June 1991..
 RF0553
 RF0553.The geoid height was determined by GEOID03.
 RF0553
 RF0553.The dynamic height is computed by dividing the NAVD 88
 RF0553.geopotential number by the normal gravity value computed on the
 RF0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0553.degrees latitude (g = 980.6199 gals.).
 RF0553
 RF0553.The modeled gravity was interpolated from observed gravity values.
 RF0553
 RF0553;                    North         East    Units  Estimated Accuracy
 RF0553;SPC ME E     -   327,820.      307,660.      MT  (+/- 180 meters Scaled)
 RF0553
 RF0553                          SUPERSEDED SURVEY CONTROL
 RF0553
 RF0553.No superseded survey control is available for this station.
 RF0553
 RF0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM459627(NAD 83)
 RF0553_MARKER: DB = BENCH MARK DISK
 RF0553_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RF0553_SP_SET: STAINLESS STEEL ROD
 RF0553_STAMPING: D 187 1978
 RF0553_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0553
 RF0553  HISTORY     - Date     Condition        Report By
 RF0553  HISTORY     - 1978     MONUMENTED       NGS
 RF0553
 RF0553                          STATION DESCRIPTION
 RF0553
 RF0553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0553'0.75 MI SOUTH FROM ASHLAND.
 RF0553'0.75 MILE SOUTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT
 RF0553'ASHLAND, AT THE EAST EDGE OF THE LAWN OF A ONE STORY HOUSE WITH
 RF0553'A BUILT ON 2-CAR GARAGE, 23.6 FEET WEST OF THE CENTER LINE OF THE
 RF0553'HIGHWAY, 138.4 FEET EAST OF THE SOUTHEAST CORNER OF THE HOUSE,
 RF0553'43.9 FEET SOUTH OF THE CENTER LINE OF A PAVED DRIVEWAY TO THE
 RF0553'HOUSE, 4.0 FEET NORTH OF A TELEPHONE POLE. THE DISK IS 3 INCHES
 RF0553'BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC
 RF0553'SCREW PLUG FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1182 ***********************************************************************
 QG1182  DESIGNATION -  D 187 X
 QG1182  PID         -  QG1182
 QG1182  STATE/COUNTY-  ME/AROOSTOOK
 QG1182  USGS QUAD   -  REED POND (1988)
 QG1182
 QG1182                         *CURRENT SURVEY CONTROL
 QG1182  ___________________________________________________________________
 QG1182* NAD 83(1986)-  45 39 47.     (N)    068 12 42.     (W)     SCALED    
 QG1182* NAVD 88     -       156.289  (meters)     512.76   (feet)  ADJUSTED  
 QG1182  ___________________________________________________________________
 QG1182  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 QG1182  DYNAMIC HT  -         156.291 (meters)     512.76  (feet)  COMP
 QG1182  MODELED GRAV-     980,627.8   (mgal)                       NAVD 88
 QG1182
 QG1182  VERT ORDER  -  FIRST     CLASS II
 QG1182
 QG1182.The horizontal coordinates were scaled from a topographic map and have
 QG1182.an estimated accuracy of +/- 6 seconds.
 QG1182
 QG1182.The orthometric height was determined by differential leveling
 QG1182.and adjusted by the National Geodetic Survey in June 1991..
 QG1182
 QG1182.The geoid height was determined by GEOID03.
 QG1182
 QG1182.The dynamic height is computed by dividing the NAVD 88
 QG1182.geopotential number by the normal gravity value computed on the
 QG1182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1182.degrees latitude (g = 980.6199 gals.).
 QG1182
 QG1182.The modeled gravity was interpolated from observed gravity values.
 QG1182
 QG1182;                    North         East    Units  Estimated Accuracy
 QG1182;SPC ME E     -   221,870.      322,470.      MT  (+/- 180 meters Scaled)
 QG1182
 QG1182                          SUPERSEDED SURVEY CONTROL
 QG1182
 QG1182.No superseded survey control is available for this station.
 QG1182
 QG1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL614569(NAD 83)
 QG1182_MARKER: DB = BENCH MARK DISK
 QG1182_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QG1182_SP_SET: STAINLESS STEEL ROD
 QG1182_STAMPING: D 187 X 1978
 QG1182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG1182
 QG1182  HISTORY     - Date     Condition        Report By
 QG1182  HISTORY     - 1978     MONUMENTED       NGS
 QG1182
 QG1182                          STATION DESCRIPTION
 QG1182
 QG1182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1182'3.2 MI NE FROM MACWAHOC.
 QG1182'3.2 MILES NORTHEAST ALONG U.S. HIGHWAY 2A FROM ITS JUNCTION WITH
 QG1182'U.S. HIGHWAY 2 AT MACWAHOC. 0.1 MILE NORTHEAST OF THE CREST OF A HILL,
 QG1182'35.4 FT. NORTHWEST OF CENTER LINE OF HIGHWAY, 32.2 FT. NORTHEAST OF
 QG1182'TELEPHONE POLE 04, 24.3 FT. EAST OF A TWIN TRUNCRED TRIANGEL BLAZED
 QG1182'11 INCH PINE TREE. DISK IS 3 INCHES BELOW GROUND, ACCESS TO WHICH IS
 QG1182'HAD THROUGH A 4 INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0390 ***********************************************************************
 RF0390  DESIGNATION -  D 188
 RF0390  PID         -  RF0390
 RF0390  STATE/COUNTY-  ME/AROOSTOOK
 RF0390  USGS QUAD   -  MOOSELEUK LAKE (1985)
 RF0390
 RF0390                         *CURRENT SURVEY CONTROL
 RF0390  ___________________________________________________________________
 RF0390* NAD 83(1986)-  46 36 34.     (N)    068 58 34.     (W)     SCALED    
 RF0390* NAVD 88     -       329.645  (meters)    1081.51   (feet)  ADJUSTED  
 RF0390  ___________________________________________________________________
 RF0390  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 RF0390  DYNAMIC HT  -         329.669 (meters)    1081.59  (feet)  COMP
 RF0390  MODELED GRAV-     980,676.3   (mgal)                       NAVD 88
 RF0390
 RF0390  VERT ORDER  -  FIRST     CLASS II
 RF0390
 RF0390.The horizontal coordinates were scaled from a topographic map and have
 RF0390.an estimated accuracy of +/- 6 seconds.
 RF0390
 RF0390.The orthometric height was determined by differential leveling
 RF0390.and adjusted by the National Geodetic Survey in June 1991..
 RF0390
 RF0390.The geoid height was determined by GEOID03.
 RF0390
 RF0390.The dynamic height is computed by dividing the NAVD 88
 RF0390.geopotential number by the normal gravity value computed on the
 RF0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0390.degrees latitude (g = 980.6199 gals.).
 RF0390
 RF0390.The modeled gravity was interpolated from observed gravity values.
 RF0390
 RF0390;                    North         East    Units  Estimated Accuracy
 RF0390;SPC ME E     -   327,120.      263,530.      MT  (+/- 180 meters Scaled)
 RF0390
 RF0390                          SUPERSEDED SURVEY CONTROL
 RF0390
 RF0390.No superseded survey control is available for this station.
 RF0390
 RF0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM018617(NAD 83)
 RF0390_MARKER: DB = BENCH MARK DISK
 RF0390_SETTING: 66 = SET IN ROCK OUTCROP
 RF0390_SP_SET: LEDGE
 RF0390_STAMPING: D 188 1978
 RF0390_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0390+STABILITY: POSITION/ELEVATION WELL
 RF0390
 RF0390  HISTORY     - Date     Condition        Report By
 RF0390  HISTORY     - 1978     MONUMENTED       NGS
 RF0390
 RF0390                          STATION DESCRIPTION
 RF0390
 RF0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0390'27.7 MI WEST FROM SIX MILE CHECK POINT.
 RF0390'10.85 MILES WEST ALONG AMERICAN REALTY ROAD FROM SIX MILE CHECK
 RF0390'POINT, THENCE 16.9 MILES WEST ALONG THE MAIN TRAVELED GRAVEL ROAD
 RF0390'LEADING EAST TO TWENTY FIVE MILE CAMPSITE, 0.15 MILE SOUTHEAST OF A
 RF0390'SMALL WOODEN BRIDGE OVER LITTLE ROCKY BROOK, INSIDE AND AT THE
 RF0390'NORTHWEST END OF A CURVE 19.7 FEET SOUTH OF THE CENTERR  LINE OF
 RF0390'THE ROAD, IN THE TOP AND ABOUT 4-FT. SOUTH OF THE NORTH EDGE OF THE
 RF0390'SLOPING NORTH FACE OF A PROMINENT 13 BY 21 FT. SHALE LEDGE, 4
 RF0390'FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0447 ***********************************************************************
 RF0447  DESIGNATION -  D 189
 RF0447  PID         -  RF0447
 RF0447  STATE/COUNTY-  ME/AROOSTOOK
 RF0447  USGS QUAD   -  EASTMAN BROOK (1986)
 RF0447
 RF0447                         *CURRENT SURVEY CONTROL
 RF0447  ___________________________________________________________________
 RF0447* NAD 83(1986)-  46 35 20.     (N)    069 56 12.     (W)     SCALED    
 RF0447* NAVD 88     -       331.371  (meters)    1087.17   (feet)  ADJUSTED  
 RF0447  ___________________________________________________________________
 RF0447  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 RF0447  DYNAMIC HT  -         331.380 (meters)    1087.20  (feet)  COMP
 RF0447  MODELED GRAV-     980,632.0   (mgal)                       NAVD 88
 RF0447
 RF0447  VERT ORDER  -  FIRST     CLASS II
 RF0447
 RF0447.The horizontal coordinates were scaled from a topographic map and have
 RF0447.an estimated accuracy of +/- 6 seconds.
 RF0447
 RF0447.The orthometric height was determined by differential leveling
 RF0447.and adjusted by the National Geodetic Survey in June 1991..
 RF0447
 RF0447.The geoid height was determined by GEOID03.
 RF0447
 RF0447.The dynamic height is computed by dividing the NAVD 88
 RF0447.geopotential number by the normal gravity value computed on the
 RF0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0447.degrees latitude (g = 980.6199 gals.).
 RF0447
 RF0447.The modeled gravity was interpolated from observed gravity values.
 RF0447
 RF0447;                    North         East    Units  Estimated Accuracy
 RF0447;SPC ME E     -   325,730.      189,910.      MT  (+/- 180 meters Scaled)
 RF0447
 RF0447                          SUPERSEDED SURVEY CONTROL
 RF0447
 RF0447.No superseded survey control is available for this station.
 RF0447
 RF0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM282599(NAD 83)
 RF0447_MARKER: DB = BENCH MARK DISK
 RF0447_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RF0447_SP_SET: STAINLESS STEEL ROD
 RF0447_STAMPING: D 189 1978
 RF0447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0447
 RF0447  HISTORY     - Date     Condition        Report By
 RF0447  HISTORY     - 1978     MONUMENTED       NGS
 RF0447
 RF0447                          STATION DESCRIPTION
 RF0447
 RF0447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0447'4.1 MI EAST FROM DAAQUAM.
 RF0447'4.1 MILES EAST ALONG THE MAIN TRAVELED GRAVEL ROAD FROM THE U.S.
 RF0447'CUSTOMS OFFICE AT DAAQUAM, OUTSIDE AND AT THE SOUTHEAST END OF A
 RF0447'CURVE, 34.7 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 127.0
 RF0447'FEET SOUTHWEST OF THE SOUTHEAST END OF A 20-INCH METAL PIPE CULVERT
 RF0447'5.2 FEET SOUTHWEST OF A 7-INCH TRIANGLE BLAZED FIR TREE. THE DISK
 RF0447'IS 1-INCH BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH
 RF0447'PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0585 ***********************************************************************
 PE0585  DESIGNATION -  D 19
 PE0585  PID         -  PE0585
 PE0585  STATE/COUNTY-  ME/WALDO
 PE0585  USGS QUAD   -  BUCKSPORT (1982)
 PE0585
 PE0585                         *CURRENT SURVEY CONTROL
 PE0585  ___________________________________________________________________
 PE0585* NAD 83(1986)-  44 34 36.     (N)    068 51 39.     (W)     SCALED    
 PE0585* NAVD 88     -        15.605  (meters)      51.20   (feet)  ADJUSTED  
 PE0585  ___________________________________________________________________
 PE0585  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 PE0585  DYNAMIC HT  -          15.604 (meters)      51.19  (feet)  COMP
 PE0585  MODELED GRAV-     980,537.6   (mgal)                       NAVD 88
 PE0585
 PE0585  VERT ORDER  -  SECOND    CLASS 0
 PE0585
 PE0585.The horizontal coordinates were scaled from a topographic map and have
 PE0585.an estimated accuracy of +/- 6 seconds.
 PE0585
 PE0585.The orthometric height was determined by differential leveling
 PE0585.and adjusted by the National Geodetic Survey in June 1991..
 PE0585
 PE0585.The geoid height was determined by GEOID03.
 PE0585
 PE0585.The dynamic height is computed by dividing the NAVD 88
 PE0585.geopotential number by the normal gravity value computed on the
 PE0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0585.degrees latitude (g = 980.6199 gals.).
 PE0585
 PE0585.The modeled gravity was interpolated from observed gravity values.
 PE0585
 PE0585;                    North         East    Units  Estimated Accuracy
 PE0585;SPC ME E     -   101,170.      271,340.      MT  (+/- 180 meters Scaled)
 PE0585
 PE0585                          SUPERSEDED SURVEY CONTROL
 PE0585
 PE0585  NGVD 29 (??/??/92)   15.828  (m)           51.93   (f) ADJ UNCH    2 0
 PE0585
 PE0585.Superseded values are not recommended for survey control.
 PE0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0585.See file dsdata.txt to determine how the superseded data were derived.
 PE0585
 PE0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK110359(NAD 83)
 PE0585_MARKER: DB = BENCH MARK DISK
 PE0585_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE0585_SP_SET: WALL
 PE0585_STAMPING: 51.929 D 19 1933
 PE0585_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE0585
 PE0585  HISTORY     - Date     Condition        Report By
 PE0585  HISTORY     - 1933     MONUMENTED       CGS
 PE0585  HISTORY     - 1944     GOOD             NGS
 PE0585  HISTORY     - 1972     GOOD             MEHD
 PE0585
 PE0585                          STATION DESCRIPTION
 PE0585
 PE0585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 PE0585'2.5 MI N FROM PROSPECT.
 PE0585'2.5 MILES NORTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM THE
 PE0585'STATION AT PROSPECT, WALDO COUNTY, AT MILEAGE 13.51, 30 FEET
 PE0585'NORTH OF THE POINT OF A SWITCH OF A SIDETRACK LEADING TO A
 PE0585'GRAVEL PIT, AT THE U.S. HIGHWAY 1 UNDERPASS, IN THE TOP OF THE
 PE0585'SOUTH END OF THE RETAINING WALL, 16 FEET EAST OF THE CENTERLINE
 PE0585'OF THE TRACK, AND 2 FEET BELOW THE TOP OF THE RAIL.  A STANDARD
 PE0585'DISK, STAMPED 51.929 D 19 1933.
 PE0585
 PE0585                          STATION RECOVERY (1972)
 PE0585
 PE0585'RECOVERY NOTE BY MAINE HIGHWAY DEPARTMENT (NOW MEDT) 1972
 PE0585'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0512 ***********************************************************************
 RF0512  DESIGNATION -  D 190
 RF0512  PID         -  RF0512
 RF0512  STATE/COUNTY-  ME/AROOSTOOK
 RF0512  USGS QUAD   -  KNOWLES CORNER (1986)
 RF0512
 RF0512                         *CURRENT SURVEY CONTROL
 RF0512  ___________________________________________________________________
 RF0512* NAD 83(1986)-  46 12 08.     (N)    068 16 46.     (W)     SCALED    
 RF0512* NAVD 88     -       262.843  (meters)     862.34   (feet)  ADJUSTED  
 RF0512  ___________________________________________________________________
 RF0512  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 RF0512  DYNAMIC HT  -         262.852 (meters)     862.37  (feet)  COMP
 RF0512  MODELED GRAV-     980,642.9   (mgal)                       NAVD 88
 RF0512
 RF0512  VERT ORDER  -  FIRST     CLASS II
 RF0512
 RF0512.The horizontal coordinates were scaled from a topographic map and have
 RF0512.an estimated accuracy of +/- 6 seconds.
 RF0512
 RF0512.The orthometric height was determined by differential leveling
 RF0512.and adjusted by the National Geodetic Survey in June 1991..
 RF0512
 RF0512.The geoid height was determined by GEOID03.
 RF0512
 RF0512.The dynamic height is computed by dividing the NAVD 88
 RF0512.geopotential number by the normal gravity value computed on the
 RF0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0512.degrees latitude (g = 980.6199 gals.).
 RF0512
 RF0512.The modeled gravity was interpolated from observed gravity values.
 RF0512
 RF0512;                    North         East    Units  Estimated Accuracy
 RF0512;SPC ME E     -   281,770.      317,020.      MT  (+/- 180 meters Scaled)
 RF0512
 RF0512                          SUPERSEDED SURVEY CONTROL
 RF0512
 RF0512.No superseded survey control is available for this station.
 RF0512
 RF0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM555167(NAD 83)
 RF0512_MARKER: DB = BENCH MARK DISK
 RF0512_SETTING: 66 = SET IN ROCK OUTCROP
 RF0512_SP_SET: OUTCROP
 RF0512_STAMPING: D 190 1978
 RF0512_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0512+STABILITY: POSITION/ELEVATION WELL
 RF0512
 RF0512  HISTORY     - Date     Condition        Report By
 RF0512  HISTORY     - 1978     MONUMENTED       NGS
 RF0512
 RF0512                          STATION DESCRIPTION
 RF0512
 RF0512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0512'7.95 MI NW FROM SMYRNA MILLS.
 RF0512'7.95 MILES NORTHWEST ALONG STATE HIGHWAY 212 FROM THE JUNCTION OF
 RF0512'U.S. HIGHWAY 2 AT SMYRNA MILLS, 4.05 MILES NORTHWEST OF THE
 RF0512'Y-JUNCTION OF STATE ROAD 5035 LEADING WEST, 0.3 MILE EAST OF A SMALL
 RF0512'CONCRETE BRIDGE OVER HASTING BROOK, AT A 7-FT. ROCK CUT, 27.0 FEET
 RF0512'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 10.9 FEET NORTHEAST OF A
 RF0512'9-INCH POPLAR TREE, IN THE TOP OF A 3 BY 3-FT LEDGE TO THE ROCK
 RF0512'CUT 6 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0290 ***********************************************************************
 QF0290  DESIGNATION -  D 191
 QF0290  PID         -  QF0290
 QF0290  STATE/COUNTY-  ME/WASHINGTON
 QF0290  USGS QUAD   -  DANFORTH (1988)
 QF0290
 QF0290                         *CURRENT SURVEY CONTROL
 QF0290  ___________________________________________________________________
 QF0290* NAD 83(1986)-  45 39 22.     (N)    067 51 03.     (W)     SCALED    
 QF0290* NAVD 88     -       138.342  (meters)     453.88   (feet)  ADJUSTED  
 QF0290  ___________________________________________________________________
 QF0290  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 QF0290  DYNAMIC HT  -         138.344 (meters)     453.88  (feet)  COMP
 QF0290  MODELED GRAV-     980,629.9   (mgal)                       NAVD 88
 QF0290
 QF0290  VERT ORDER  -  FIRST     CLASS II
 QF0290
 QF0290.The horizontal coordinates were scaled from a topographic map and have
 QF0290.an estimated accuracy of +/- 6 seconds.
 QF0290
 QF0290.The orthometric height was determined by differential leveling
 QF0290.and adjusted by the National Geodetic Survey in June 1991..
 QF0290
 QF0290.The geoid height was determined by GEOID03.
 QF0290
 QF0290.The dynamic height is computed by dividing the NAVD 88
 QF0290.geopotential number by the normal gravity value computed on the
 QF0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0290.degrees latitude (g = 980.6199 gals.).
 QF0290
 QF0290.The modeled gravity was interpolated from observed gravity values.
 QF0290
 QF0290;                    North         East    Units  Estimated Accuracy
 QF0290;SPC ME E     -   221,260.      350,590.      MT  (+/- 180 meters Scaled)
 QF0290
 QF0290                          SUPERSEDED SURVEY CONTROL
 QF0290
 QF0290.No superseded survey control is available for this station.
 QF0290
 QF0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL895564(NAD 83)
 QF0290_MARKER: DB = BENCH MARK DISK
 QF0290_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QF0290_SP_SET: STAINLESS STEEL ROD
 QF0290_STAMPING: D 191 1978
 QF0290_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QF0290
 QF0290  HISTORY     - Date     Condition        Report By
 QF0290  HISTORY     - 1978     MONUMENTED       NGS
 QF0290
 QF0290                          STATION DESCRIPTION
 QF0290
 QF0290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0290'0.8 MI SE FROM DANFORTH.
 QF0290'0.1 MILE NORTHEAST ALONG DEPOT STREET FROM THE TOWN HALL AT DANFORTH
 QF0290'TO THE JUNCTION OF U.S HIGHWAY 1, THENCE 0.7 MILE SOUTHEAST ALONG U.S.
 QF0290'HIGHWAY 1 TO THE T-JUNCTION OF A DIM TRACK ROAD LEADING SOUTH, 29.0
 QF0290'FT. NORTHWEST OF A TRIANGLE BLAZED 8-INCH POPLAR TREE, 43.2 SOUTH OF
 QF0290'THE CENTER LINE OF THE HIGHWAY, 26.2 FT. EAST OF CENTER LINE OF THE
 QF0290'TRACK ROAD, 17.4 FT. NORTH-NORTHEAST OF A 6-INCH SQUARE CONCRETE
 QF0290'HIGHWAY RIGHT-OF-WAY MARKER, 4.2 FT. SOUTH OF TELEPHONE POLE 19, THE
 QF0290'DISK IS 2 INCHES BELOW GROUND , ACCESS TO WHICH IS HAD THROUGH A
 QF0290'4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0217 ***********************************************************************
 QF0217  DESIGNATION -  D 192
 QF0217  PID         -  QF0217
 QF0217  STATE/COUNTY-  ME/AROOSTOOK
 QF0217  USGS QUAD   -  DANFORTH (1988)
 QF0217
 QF0217                         *CURRENT SURVEY CONTROL
 QF0217  ___________________________________________________________________
 QF0217* NAD 83(1986)-  45 42 08.     (N)    067 52 03.     (W)     SCALED    
 QF0217* NAVD 88     -       156.518  (meters)     513.51   (feet)  ADJUSTED  
 QF0217  ___________________________________________________________________
 QF0217  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 QF0217  DYNAMIC HT  -         156.519 (meters)     513.51  (feet)  COMP
 QF0217  MODELED GRAV-     980,618.5   (mgal)                       NAVD 88
 QF0217
 QF0217  VERT ORDER  -  FIRST     CLASS II
 QF0217
 QF0217.The horizontal coordinates were scaled from a topographic map and have
 QF0217.an estimated accuracy of +/- 6 seconds.
 QF0217
 QF0217.The orthometric height was determined by differential leveling
 QF0217.and adjusted by the National Geodetic Survey in June 1991..
 QF0217
 QF0217.The geoid height was determined by GEOID03.
 QF0217
 QF0217.The dynamic height is computed by dividing the NAVD 88
 QF0217.geopotential number by the normal gravity value computed on the
 QF0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0217.degrees latitude (g = 980.6199 gals.).
 QF0217
 QF0217.The modeled gravity was interpolated from observed gravity values.
 QF0217
 QF0217;                    North         East    Units  Estimated Accuracy
 QF0217;SPC ME E     -   226,370.      349,250.      MT  (+/- 180 meters Scaled)
 QF0217
 QF0217                          SUPERSEDED SURVEY CONTROL
 QF0217
 QF0217.No superseded survey control is available for this station.
 QF0217
 QF0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL881615(NAD 83)
 QF0217_MARKER: DB = BENCH MARK DISK
 QF0217_SETTING: 66 = SET IN ROCK OUTCROP
 QF0217_SP_SET: ROCK CUT
 QF0217_STAMPING: D 192 1978
 QF0217_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0217+STABILITY: POSITION/ELEVATION WELL
 QF0217
 QF0217  HISTORY     - Date     Condition        Report By
 QF0217  HISTORY     - 1978     MONUMENTED       NGS
 QF0217
 QF0217                          STATION DESCRIPTION
 QF0217
 QF0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0217'3.3 MI NORTH FROM DANFORTH.
 QF0217'0.1 MILES NORTHEAST ALONG DEPOT STREET FROM THE TOWN HALL AT DANFORTH
 QF0217'AT THE JUNCTION OF U.S. HIGHWAY 1, THENCE 3.2 MILES NORTH ALONG U.S.
 QF0217'HIGHWAY 1, 64.7 FEET NORTH OF A POWER POLE WITH ONE GUY WIRE, 27.2
 QF0217'FEET NORTHWEST OF A 34-INCH TREE STUMP, 24.7 FEET EAST OF CENTER LINE
 QF0217'OF HIGHWAY. THE DISK IS SET 3.8 FEET EAST OF THE WEST EDGE OF CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0195 ***********************************************************************
 QF0195  CBN         -  This is a Cooperative Base Network Control Station.
 QF0195  DESIGNATION -  D 193
 QF0195  PID         -  QF0195
 QF0195  STATE/COUNTY-  ME/WASHINGTON
 QF0195  USGS QUAD   -  TOMAH MOUNTAIN (1988)
 QF0195
 QF0195                         *CURRENT SURVEY CONTROL
 QF0195  ___________________________________________________________________
 QF0195* NAD 83(1996)-  45 27 32.27228(N)    067 38 12.09330(W)     ADJUSTED  
 QF0195* NAVD 88     -        89.851  (meters)     294.79   (feet)  ADJUSTED  
 QF0195  ___________________________________________________________________
 QF0195  X           -   1,705,084.705 (meters)                     COMP
 QF0195  Y           -  -4,144,376.820 (meters)                     COMP
 QF0195  Z           -   4,523,318.489 (meters)                     COMP
 QF0195  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 QF0195  ELLIP HEIGHT-          66.09  (meters)          (04/26/01) GPS OBS
 QF0195  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 QF0195  DYNAMIC HT  -          89.850 (meters)     294.78  (feet)  COMP
 QF0195  MODELED GRAV-     980,609.9   (mgal)                       NAVD 88
 QF0195
 QF0195  HORZ ORDER  -  A
 QF0195  VERT ORDER  -  FIRST     CLASS II
 QF0195  ELLP ORDER  -  FOURTH    CLASS I
 QF0195
 QF0195.The horizontal coordinates were established by GPS observations
 QF0195.and adjusted by the National Geodetic Survey in April 2001..
 QF0195
 QF0195.The orthometric height was determined by differential leveling
 QF0195.and adjusted by the National Geodetic Survey in June 1991..
 QF0195
 QF0195.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QF0195
 QF0195.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0195
 QF0195.The ellipsoidal height was determined by GPS observations
 QF0195.and is referenced to NAD 83.
 QF0195
 QF0195.The geoid height was determined by GEOID03.
 QF0195
 QF0195.The dynamic height is computed by dividing the NAVD 88
 QF0195.geopotential number by the normal gravity value computed on the
 QF0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0195.degrees latitude (g = 980.6199 gals.).
 QF0195
 QF0195.The modeled gravity was interpolated from observed gravity values.
 QF0195
 QF0195;                    North         East     Units Scale Factor Converg.
 QF0195;SPC ME E     -   199,508.580   367,516.644   MT  0.99995603   +0 36 55.2
 QF0195;UTM  19      - 5,034,841.512   606,588.044   MT  0.99973968   +0 58 18.4
 QF0195
 QF0195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0195!SPC ME E     -   0.99998964  x   0.99995603  =   0.99994567
 QF0195!UTM  19      -   0.99998964  x   0.99973968  =   0.99972932
 QF0195
 QF0195                          SUPERSEDED SURVEY CONTROL
 QF0195
 QF0195  NAVD 88 (04/26/01)   89.85   (m)          294.8    (f) LEVELING    3  
 QF0195
 QF0195.Superseded values are not recommended for survey control.
 QF0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0195.See file dsdata.txt to determine how the superseded data were derived.
 QF0195
 QF0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL0658834842(NAD 83)
 QF0195_MARKER: DV = VERTICAL CONTROL DISK
 QF0195_SETTING: 66 = SET IN ROCK OUTCROP
 QF0195_SP_SET: OUTCROP
 QF0195_STAMPING: D 193 1978
 QF0195_MARK LOGO: NGS   
 QF0195_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QF0195_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0195+STABILITY: POSITION/ELEVATION WELL
 QF0195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QF0195+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2000
 QF0195
 QF0195  HISTORY     - Date     Condition        Report By
 QF0195  HISTORY     - 1978     MONUMENTED       NGS
 QF0195  HISTORY     - 20000705 GOOD             MEDT
 QF0195
 QF0195                          STATION DESCRIPTION
 QF0195
 QF0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0195'5.8 MI NE FROM TOPSFIELD.
 QF0195'5.8 MILES NORTHEAST ALONG STATE HIGHWAY 6 FROM THE POST OFFICE AT
 QF0195'TOPSFIELD, 0.1 MILE SOUTHWEST OF A BRIDGE ACROSS A SMALL STREAM,
 QF0195'54.4 FEET WEST OF THE CENTER LINE OF A GRAVEL ROAD LEADING
 QF0195'NORTHWEST, 22.5 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY. ALSO
 QF0195'6.7 MILES SOUTHWEST ALONG STATE HIGHWAY 6 FROM THE CANADIAN PACIFIC
 QF0195'RAILROAD CROSSING AT LAMBERT LAKE.
 QF0195
 QF0195                          STATION RECOVERY (2000)
 QF0195
 QF0195'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 2000 (TL)
 QF0195'THE STATION IS LOCATED ABOUT 11 MI (17.7 KM) SOUTHEAST OF VANCEBORO,
 QF0195'7.5 MI (12.1 KM) NORTHEAST OF TOPSFIELD AND 6.5 MI (10.5 KM) EAST OF
 QF0195'US HIGHWAY 1.  OWNERSHIP--MAINE DEPARTMENT OF TRANSPORTATION, 16 STATE
 QF0195'HOUSE STATION, AUGUSTA ME 04333, PHONE 207-287-3321.  TO REACH FROM
 QF0195'THE JUNCTION OF US HIGHWAY 1 AND STATE HIGHWAY 6 IN TOPSFIELD, GO
 QF0195'NORTHEASTERLY FOR 2.1 MI (3.4 KM) ON HIGHWAY 6 TO A BRIDGE OVER JIM
 QF0195'BROWN BROOK.  CONTINUE NORTHEASTERLY FOR 4.15 MI (6.68 KM) ON HIGHWAY
 QF0195'6 TO THE STATION ON THE LEFT.  THE STATION IS SET IN A FLAT LEDGE
 QF0195'OUTCROP.  LOCATED 538 FT (164.0 M) WEST OF THE CENTER OF A MULTIPLATE
 QF0195'CULVERT AT TOMAH STREAM, 90.5 FT (27.6 M) SOUTHEAST OF A 16 INCH
 QF0195'HEMLOCK TREE WITH A TRIANGLE BLAZE, 90.1 FT (27.5 M) NORTH-NORTHEAST
 QF0195'OF BELL ATLANTIC POLE NUMBER 114, 56.5 FT (17.2 M) WEST OF THE
 QF0195'INTERSECTION POINT OF WOODS ROAD AND A NORTHERLY DITCH LINE AND 22.3
 QF0195'FT (6.8 M) NORTH OF THE CENTERLINE OF HIGHWAY 6.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0264 ***********************************************************************
 QF0264  DESIGNATION -  D 194
 QF0264  PID         -  QF0264
 QF0264  STATE/COUNTY-  ME/WASHINGTON
 QF0264  USGS QUAD   -  WAITE (1988)
 QF0264
 QF0264                         *CURRENT SURVEY CONTROL
 QF0264  ___________________________________________________________________
 QF0264* NAD 83(1986)-  45 21 02.     (N)    067 42 05.     (W)     SCALED    
 QF0264* NAVD 88     -       107.906  (meters)     354.02   (feet)  ADJUSTED  
 QF0264  ___________________________________________________________________
 QF0264  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 QF0264  DYNAMIC HT  -         107.905 (meters)     354.02  (feet)  COMP
 QF0264  MODELED GRAV-     980,602.5   (mgal)                       NAVD 88
 QF0264
 QF0264  VERT ORDER  -  FIRST     CLASS II
 QF0264
 QF0264.The horizontal coordinates were scaled from a topographic map and have
 QF0264.an estimated accuracy of +/- 6 seconds.
 QF0264
 QF0264.The orthometric height was determined by differential leveling
 QF0264.and adjusted by the National Geodetic Survey in June 1991..
 QF0264
 QF0264.The geoid height was determined by GEOID03.
 QF0264
 QF0264.The dynamic height is computed by dividing the NAVD 88
 QF0264.geopotential number by the normal gravity value computed on the
 QF0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0264.degrees latitude (g = 980.6199 gals.).
 QF0264
 QF0264.The modeled gravity was interpolated from observed gravity values.
 QF0264
 QF0264;                    North         East    Units  Estimated Accuracy
 QF0264;SPC ME E     -   187,410.      362,580.      MT  (+/- 180 meters Scaled)
 QF0264
 QF0264                          SUPERSEDED SURVEY CONTROL
 QF0264
 QF0264.No superseded survey control is available for this station.
 QF0264
 QF0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL017227(NAD 83)
 QF0264_MARKER: DB = BENCH MARK DISK
 QF0264_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QF0264_SP_SET: STAINLESS STEEL ROD
 QF0264_STAMPING: D 194 1978
 QF0264_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QF0264
 QF0264  HISTORY     - Date     Condition        Report By
 QF0264  HISTORY     - 1978     MONUMENTED       NGS
 QF0264
 QF0264                          STATION DESCRIPTION
 QF0264
 QF0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0264'1.1 MI NORTH FROM WAITE.
 QF0264'1.1 MILES NORTH ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT WAITE,
 QF0264'221.3 FEET SOUTHEAST OF AND ACROSS HIGHWAY FROM POWER POLE NUMBER
 QF0264'498, 150.5 FEET NORTHEAST OF AND ACROSS HIGHWAY FROM POWER POLE
 QF0264'NUMBER 497, 43.3 FEET EAST OF THE CENTER LINE OF HIGHWAY. DISK IS
 QF0264'4 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH
 QF0264'PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0514 ***********************************************************************
 RF0514  DESIGNATION -  D 195
 RF0514  PID         -  RF0514
 RF0514  STATE/COUNTY-  ME/AROOSTOOK
 RF0514  USGS QUAD   -  KNOWLES CORNER (1986)
 RF0514
 RF0514                         *CURRENT SURVEY CONTROL
 RF0514  ___________________________________________________________________
 RF0514* NAD 83(1986)-  46 12 26.     (N)    068 18 42.     (W)     SCALED    
 RF0514* NAVD 88     -       327.680  (meters)    1075.06   (feet)  ADJUSTED  
 RF0514  ___________________________________________________________________
 RF0514  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 RF0514  DYNAMIC HT  -         327.690 (meters)    1075.10  (feet)  COMP
 RF0514  MODELED GRAV-     980,635.3   (mgal)                       NAVD 88
 RF0514  OBS GRAVITY -     980,631.2   (mgal)                       GRAV_OBS
 RF0514
 RF0514  VERT ORDER  -  FIRST     CLASS II
 RF0514
 RF0514.The horizontal coordinates were scaled from a topographic map and have
 RF0514.an estimated accuracy of +/- 6 seconds.
 RF0514
 RF0514.The orthometric height was determined by differential leveling
 RF0514.and adjusted by the National Geodetic Survey in June 1991..
 RF0514
 RF0514.The geoid height was determined by GEOID03.
 RF0514
 RF0514.The dynamic height is computed by dividing the NAVD 88
 RF0514.geopotential number by the normal gravity value computed on the
 RF0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0514.degrees latitude (g = 980.6199 gals.).
 RF0514
 RF0514.The modeled gravity was interpolated from observed gravity values.
 RF0514.The observed gravity was obtained from relative gravimeter ties
 RF0514.to the IGSN71 gravity network.
 RF0514
 RF0514;                    North         East    Units  Estimated Accuracy
 RF0514;SPC ME E     -   282,320.      314,530.      MT  (+/- 180 meters Scaled)
 RF0514
 RF0514                          SUPERSEDED SURVEY CONTROL
 RF0514
 RF0514.No superseded survey control is available for this station.
 RF0514
 RF0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM531173(NAD 83)
 RF0514_MARKER: DB = BENCH MARK DISK
 RF0514_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 RF0514_SP_SET: GALVANIZED STEEL ROD
 RF0514_STAMPING: D 195 1978
 RF0514_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0514
 RF0514  HISTORY     - Date     Condition        Report By
 RF0514  HISTORY     - 1978     MONUMENTED       NGS
 RF0514  HISTORY     - 1982     GOOD             NGS
 RF0514
 RF0514                          STATION DESCRIPTION
 RF0514
 RF0514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0514'9.55 MI NW FROM SMYRNA MILLS.
 RF0514'9.55 MILES NORTHWEST ALONG STATE HIGHWAY 212 FROM THE JUNCTION OF
 RF0514'U.S. HIGHWAY 2 AT SMYRNA MILLS, 1.3 MILES WEST OF A SMALL CONCRETE
 RF0514'BRIDGE OVER HASTING BROOK, 0.9 MILE WEST OF THE JUNCTION OF STATE
 RF0514'HIGHWAY 11, AT THE SOUTHWEST CORNER OF A PASTURE, 30.9 FEET NORTH
 RF0514'OF THE CENTER LINE OF THE HIGHWAY, 26.7 FEET SOUTHEAST OF A
 RF0514'ELECTRIC FENCE CORNER POST, 2.4 FEET WEST OF A POWER POLE. THE DISK
 RF0514'IS 2 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH
 RF0514'PLASTIC SCREW PLUG.
 RF0514
 RF0514                          STATION RECOVERY (1982)
 RF0514
 RF0514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RF0514'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1545 ***********************************************************************
 PE1545  DESIGNATION -  D 196
 PE1545  PID         -  PE1545
 PE1545  STATE/COUNTY-  ME/PENOBSCOT
 PE1545  USGS QUAD   -  BANGOR (1991)
 PE1545
 PE1545                         *CURRENT SURVEY CONTROL
 PE1545  ___________________________________________________________________
 PE1545* NAD 83(1986)-  44 48 04.     (N)    068 46 28.     (W)     SCALED    
 PE1545* NAVD 88     -        28.423  (meters)      93.25   (feet)  ADJUSTED  
 PE1545  ___________________________________________________________________
 PE1545  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 PE1545  DYNAMIC HT  -          28.422 (meters)      93.25  (feet)  COMP
 PE1545  MODELED GRAV-     980,583.4   (mgal)                       NAVD 88
 PE1545  OBS GRAVITY -     980,578.6   (mgal)                       GRAV_OBS
 PE1545
 PE1545  VERT ORDER  -  FIRST     CLASS II
 PE1545
 PE1545.The horizontal coordinates were scaled from a topographic map and have
 PE1545.an estimated accuracy of +/- 6 seconds.
 PE1545
 PE1545.The orthometric height was determined by differential leveling
 PE1545.and adjusted by the National Geodetic Survey in June 1991..
 PE1545
 PE1545.The geoid height was determined by GEOID03.
 PE1545
 PE1545.The dynamic height is computed by dividing the NAVD 88
 PE1545.geopotential number by the normal gravity value computed on the
 PE1545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1545.degrees latitude (g = 980.6199 gals.).
 PE1545
 PE1545.The modeled gravity was interpolated from observed gravity values.
 PE1545.The observed gravity was obtained from relative gravimeter ties
 PE1545.to the IGSN71 gravity network.
 PE1545
 PE1545;                    North         East    Units  Estimated Accuracy
 PE1545;SPC ME E     -   126,080.      278,290.      MT  (+/- 180 meters Scaled)
 PE1545
 PE1545                          SUPERSEDED SURVEY CONTROL
 PE1545
 PE1545.No superseded survey control is available for this station.
 PE1545
 PE1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK178608(NAD 83)
 PE1545_MARKER: I = METAL ROD
 PE1545_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PE1545_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 PE1545_STAMPING: D 196 1978
 PE1545_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1545+STABILITY: POSITION/ELEVATION WELL
 PE1545
 PE1545  HISTORY     - Date     Condition        Report By
 PE1545  HISTORY     - 1978     MONUMENTED       NGS
 PE1545  HISTORY     - 19910518 MARK NOT FOUND   USPSQD
 PE1545
 PE1545                          STATION DESCRIPTION
 PE1545
 PE1545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PE1545'0.35 MI NW FROM BANGOR.
 PE1545'0.35 MILE NORTHWEST ALONG STATE HIGHWAY 222,(UNION STREET), FROM ITS
 PE1545'OVERPASS OVER THE MAINE CENTRAL RAILROAD TRACKS, THENCE ONE BLOCK EAST
 PE1545'ALONG HAMMOND STREET TO ITS INTERSECTION WITH HIGH AND OHIO STREETS,
 PE1545'ON THE GROUNDS OF THE HAMMOND STREET CONGREGATIONAL CHURCH, 79 FT.
 PE1545'SOUTH OF THE CENTER LINE OF HAMMOND STREET, 73 FT. SOUTHEAST OF A
 PE1545'4 FOOT HIGH MEMORIAL STONE TO PETER EDGES, 38 FT. NORTHEAST OF THE
 PE1545'CENTER LINE OF HIGH STREET, 22 FT. SOUTHEAST OF A TWIN-FORKED 25-INCH
 PE1545'ELM TREE, 26 FEET NORTHEAST OF THE WEST CORNER OF THE CHURCH
 PE1545'THIS BENCH MARK HAS BEEN DESIGNATED A BASIC NET A LEVEL LINE JUNCTION
 PE1545'MARK.
 PE1545
 PE1545                          STATION RECOVERY (1991)
 PE1545
 PE1545'RECOVERY NOTE BY US POWER SQUADRON 1991 (ELG)
 PE1545'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0540 ***********************************************************************
 RF0540  DESIGNATION -  D 197
 RF0540  PID         -  RF0540
 RF0540  STATE/COUNTY-  ME/AROOSTOOK
 RF0540  USGS QUAD   -  OXBOW EAST (1986)
 RF0540
 RF0540                         *CURRENT SURVEY CONTROL
 RF0540  ___________________________________________________________________
 RF0540* NAD 83(1986)-  46 27 12.     (N)    068 23 04.     (W)     SCALED    
 RF0540* NAVD 88     -       260.678  (meters)     855.24   (feet)  ADJUSTED  
 RF0540  ___________________________________________________________________
 RF0540  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 RF0540  DYNAMIC HT  -         260.697 (meters)     855.30  (feet)  COMP
 RF0540  MODELED GRAV-     980,677.3   (mgal)                       NAVD 88
 RF0540
 RF0540  VERT ORDER  -  FIRST     CLASS II
 RF0540
 RF0540.The horizontal coordinates were scaled from a topographic map and have
 RF0540.an estimated accuracy of +/- 6 seconds.
 RF0540
 RF0540.The orthometric height was determined by differential leveling
 RF0540.and adjusted by the National Geodetic Survey in June 1991..
 RF0540
 RF0540.The geoid height was determined by GEOID03.
 RF0540
 RF0540.The dynamic height is computed by dividing the NAVD 88
 RF0540.geopotential number by the normal gravity value computed on the
 RF0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0540.degrees latitude (g = 980.6199 gals.).
 RF0540
 RF0540.The modeled gravity was interpolated from observed gravity values.
 RF0540
 RF0540;                    North         East    Units  Estimated Accuracy
 RF0540;SPC ME E     -   309,670.      308,880.      MT  (+/- 180 meters Scaled)
 RF0540
 RF0540                          SUPERSEDED SURVEY CONTROL
 RF0540
 RF0540.No superseded survey control is available for this station.
 RF0540
 RF0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM472446(NAD 83)
 RF0540_MARKER: DB = BENCH MARK DISK
 RF0540_SETTING: 66 = SET IN ROCK OUTCROP
 RF0540_SP_SET: LEDGE
 RF0540_STAMPING: D 197 1978
 RF0540_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0540+STABILITY: POSITION/ELEVATION WELL
 RF0540
 RF0540  HISTORY     - Date     Condition        Report By
 RF0540  HISTORY     - 1978     MONUMENTED       NGS
 RF0540
 RF0540                          STATION DESCRIPTION
 RF0540
 RF0540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0540'3.6 MI SOUTH FROM MASARDIS.
 RF0540'3.6 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE CONCRETE BRIDGE
 RF0540'OVER THE ST. CROIX STREAM AT MASARDIS, 1.15 MILES SOUTH OF THE
 RF0540'TOWN LINE SIGN T9 R5, AT THE SOUTHEAST END OF A 0.1 MILE LONG
 RF0540'ROCK CUT, 40.0 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 133.0
 RF0540'FEET SOUTH OF A PROMINENT 48-INCH DOUBLE TRUNKED PINE TREE, 96.8
 RF0540'FEET NORTH OF A VERY OLD POWER POLE NUMBER 766, 27.3 FEET EAST OF
 RF0540'A TRIANGULAR BLAZED FIR TREE, 17.0 FEET EAST OF A POINT DIRECTLY
 RF0540'BENEATH THE POWER LINE, IN THE TOP OF THE SOUTHEAST END OF A
 RF0540'4 BY 7-FT. EXPOSED LEDGE FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0498 ***********************************************************************
 PD0498  DESIGNATION -  D 198
 PD0498  PID         -  PD0498
 PD0498  STATE/COUNTY-  ME/WASHINGTON
 PD0498  USGS QUAD   -  CUTLER (1993)
 PD0498
 PD0498                         *CURRENT SURVEY CONTROL
 PD0498  ___________________________________________________________________
 PD0498* NAD 83(1986)-  44 42 20.     (N)    067 08 58.     (W)     SCALED    
 PD0498* NAVD 88     -        58.968  (meters)     193.46   (feet)  ADJUSTED  
 PD0498  ___________________________________________________________________
 PD0498  GEOID HEIGHT-         -22.35  (meters)                     GEOID03
 PD0498  DYNAMIC HT  -          58.968 (meters)     193.46  (feet)  COMP
 PD0498  MODELED GRAV-     980,619.5   (mgal)                       NAVD 88
 PD0498
 PD0498  VERT ORDER  -  FIRST     CLASS II
 PD0498
 PD0498.The horizontal coordinates were scaled from a topographic map and have
 PD0498.an estimated accuracy of +/- 6 seconds.
 PD0498
 PD0498.The orthometric height was determined by differential leveling
 PD0498.and adjusted by the National Geodetic Survey in June 1991..
 PD0498
 PD0498.The geoid height was determined by GEOID03.
 PD0498
 PD0498.The dynamic height is computed by dividing the NAVD 88
 PD0498.geopotential number by the normal gravity value computed on the
 PD0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0498.degrees latitude (g = 980.6199 gals.).
 PD0498
 PD0498.The modeled gravity was interpolated from observed gravity values.
 PD0498
 PD0498;                    North         East    Units  Estimated Accuracy
 PD0498;SPC ME E     -   116,310.      407,020.      MT  (+/- 180 meters Scaled)
 PD0498
 PD0498                          SUPERSEDED SURVEY CONTROL
 PD0498
 PD0498.No superseded survey control is available for this station.
 PD0498
 PD0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK465519(NAD 83)
 PD0498_MARKER: DB = BENCH MARK DISK
 PD0498_SETTING: 66 = SET IN ROCK OUTCROP
 PD0498_SP_SET: LEDGE
 PD0498_STAMPING: D 198 1978
 PD0498_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0498+STABILITY: POSITION/ELEVATION WELL
 PD0498
 PD0498  HISTORY     - Date     Condition        Report By
 PD0498  HISTORY     - 1978     MONUMENTED       NGS
 PD0498
 PD0498                          STATION DESCRIPTION
 PD0498
 PD0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PD0498'4.45 MI NE FROM CUTLER.
 PD0498'4.45 MILES NORTHEAST ALONG STATE HIGHWAY 191 FROM THE SCHOOL AT
 PD0498'CUTLER, 0.4 MILE NORTHEAST OF THE T-JUNCTION OF A WOODS ROAD
 PD0498'LEADING SOUTHEAST, ABOUT 50 YARDS NORTHEAST OF THE NORTHEAST END
 PD0498'OF A CURVE, 34.9 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 PD0498'17.0 FEET WEST OF A CLUSTER OF 6 BIRCH TREES WITH THREE TRUNKS,
 PD0498'17.4 FEET SOUTH OF THE SOUTHEAST END OF A 15-INCH METAL PIPE
 PD0498'CULVERT, IN THE TOP OF THE HIGHEST POINT OF A 10 BY 7-FT. LEDGE,
 PD0498'3 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0705 ***********************************************************************
 QG0705  DESIGNATION -  D 2
 QG0705  PID         -  QG0705
 QG0705  STATE/COUNTY-  ME/PISCATAQUIS
 QG0705  USGS QUAD   -  SEBEC LAKE EAST (1988)
 QG0705
 QG0705                         *CURRENT SURVEY CONTROL
 QG0705  ___________________________________________________________________
 QG0705* NAD 83(1986)-  45 22 29.     (N)    069 08 50.     (W)     SCALED    
 QG0705* NAVD 88     -       206.782  (meters)     678.42   (feet)  ADJUSTED  
 QG0705  ___________________________________________________________________
 QG0705  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 QG0705  DYNAMIC HT  -         206.777 (meters)     678.40  (feet)  COMP
 QG0705  MODELED GRAV-     980,585.2   (mgal)                       NAVD 88
 QG0705
 QG0705  VERT ORDER  -  FIRST     CLASS II
 QG0705
 QG0705.The horizontal coordinates were scaled from a topographic map and have
 QG0705.an estimated accuracy of +/- 6 seconds.
 QG0705
 QG0705.The orthometric height was determined by differential leveling
 QG0705.and adjusted by the National Geodetic Survey in June 1991..
 QG0705
 QG0705.The geoid height was determined by GEOID03.
 QG0705
 QG0705.The dynamic height is computed by dividing the NAVD 88
 QG0705.geopotential number by the normal gravity value computed on the
 QG0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0705.degrees latitude (g = 980.6199 gals.).
 QG0705
 QG0705.The modeled gravity was interpolated from observed gravity values.
 QG0705
 QG0705;                    North         East    Units  Estimated Accuracy
 QG0705;SPC ME E     -   189,990.      249,310.      MT  (+/- 180 meters Scaled)
 QG0705
 QG0705                          SUPERSEDED SURVEY CONTROL
 QG0705
 QG0705  NGVD 29 (??/??/92)  206.955  (m)          678.98   (f) ADJ UNCH    1 2
 QG0705
 QG0705.Superseded values are not recommended for survey control.
 QG0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0705.See file dsdata.txt to determine how the superseded data were derived.
 QG0705
 QG0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL884245(NAD 83)
 QG0705_MARKER: DB = BENCH MARK DISK
 QG0705_SETTING: 80 = SET IN A BOULDER
 QG0705_SP_SET: BOULDER
 QG0705_STAMPING: D 2 1916
 QG0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0705+STABILITY: SURFACE MOTION
 QG0705
 QG0705  HISTORY     - Date     Condition        Report By
 QG0705  HISTORY     - 1916     MONUMENTED       CGS
 QG0705
 QG0705                          STATION DESCRIPTION
 QG0705
 QG0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1916
 QG0705'1.5 MI W FROM WILLIAMSBURG.
 QG0705'1 1/2 MILES WAS ALONG THE CANADIAN PACIFIC RAILWAY FROM
 QG0705'WILLIAMSBURG, PISCATAQUIS COUNTY, 10 FEET WEST OF THE 20TH. POLE
 QG0705'EAST OF MILEPOST 6, 16 YARDS SOUTH OF THE CENTER LINE OF THE
 QG0705'TRACK, IN THE TOP OF A BOULDER, 10 FEET IN DIAMETER, AND 4 FEET
 QG0705'ABOVE THE GROUND SURFACE.  A STANDARD DISK.  STAMPED, D 2 1916.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0113 ***********************************************************************
 QF0113  DESIGNATION -  D 20
 QF0113  PID         -  QF0113
 QF0113  STATE/COUNTY-  ME/WASHINGTON
 QF0113  USGS QUAD   -  TOMAH MOUNTAIN (1988)
 QF0113
 QF0113                         *CURRENT SURVEY CONTROL
 QF0113  ___________________________________________________________________
 QF0113* NAD 83(1986)-  45 27 14.     (N)    067 44 25.     (W)     SCALED    
 QF0113* NAVD 88     -       229.180  (meters)     751.90   (feet)  ADJUSTED  
 QF0113  ___________________________________________________________________
 QF0113  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 QF0113  DYNAMIC HT  -         229.172 (meters)     751.88  (feet)  COMP
 QF0113  MODELED GRAV-     980,574.3   (mgal)                       NAVD 88
 QF0113
 QF0113  VERT ORDER  -  SECOND    CLASS 0
 QF0113
 QF0113.The horizontal coordinates were scaled from a topographic map and have
 QF0113.an estimated accuracy of +/- 6 seconds.
 QF0113
 QF0113.The orthometric height was determined by differential leveling
 QF0113.and adjusted by the National Geodetic Survey in June 1991..
 QF0113
 QF0113.The geoid height was determined by GEOID03.
 QF0113
 QF0113.The dynamic height is computed by dividing the NAVD 88
 QF0113.geopotential number by the normal gravity value computed on the
 QF0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0113.degrees latitude (g = 980.6199 gals.).
 QF0113
 QF0113.The modeled gravity was interpolated from observed gravity values.
 QF0113
 QF0113;                    North         East    Units  Estimated Accuracy
 QF0113;SPC ME E     -   198,860.      359,420.      MT  (+/- 180 meters Scaled)
 QF0113
 QF0113                          SUPERSEDED SURVEY CONTROL
 QF0113
 QF0113  NGVD 29 (??/??/92)  229.354  (m)          752.47   (f) ADJ UNCH    2 0
 QF0113
 QF0113.Superseded values are not recommended for survey control.
 QF0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0113.See file dsdata.txt to determine how the superseded data were derived.
 QF0113
 QF0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL984341(NAD 83)
 QF0113_MARKER: DB = BENCH MARK DISK
 QF0113_SETTING: 66 = SET IN ROCK OUTCROP
 QF0113_SP_SET: ROCK OUTCROP
 QF0113_STAMPING: 752.472 D 20 1933
 QF0113_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0113+STABILITY: POSITION/ELEVATION WELL
 QF0113
 QF0113  HISTORY     - Date     Condition        Report By
 QF0113  HISTORY     - 1933     MONUMENTED       CGS
 QF0113  HISTORY     - 1978     MARK NOT FOUND   NGS
 QF0113
 QF0113                          STATION DESCRIPTION
 QF0113
 QF0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 QF0113'2.5 MI N FROM TOPSFIELD.
 QF0113'2.5 MILES NORTH ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 QF0113'TOPSFIELD, WASHINGTON COUNTY, 144 YARDS SOUTHWEST OF THE R.T.
 QF0113'BAGLEY RESIDENCE, 14 YARDS SOUTHEAST OF AN 8-INCH PINE TREE, 11
 QF0113'YARDS WEST OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF A
 QF0113'LARGE FLAT OUTCROP, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK,
 QF0113'STAMPED 752.472 D 20 1933.
 QF0113
 QF0113                          STATION RECOVERY (1978)
 QF0113
 QF0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QF0113'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0236 ***********************************************************************
 QF0236  DESIGNATION -  D 200
 QF0236  PID         -  QF0236
 QF0236  STATE/COUNTY-  ME/WASHINGTON
 QF0236  USGS QUAD   -  CALAIS (1977)
 QF0236
 QF0236                         *CURRENT SURVEY CONTROL
 QF0236  ___________________________________________________________________
 QF0236* NAD 83(1986)-  45 07 33.     (N)    067 19 36.     (W)     SCALED    
 QF0236* NAVD 88     -        34.315  (meters)     112.58   (feet)  ADJUSTED  
 QF0236  ___________________________________________________________________
 QF0236  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 QF0236  DYNAMIC HT  -          34.314 (meters)     112.58  (feet)  COMP
 QF0236  MODELED GRAV-     980,608.3   (mgal)                       NAVD 88
 QF0236
 QF0236  VERT ORDER  -  FIRST     CLASS II
 QF0236
 QF0236.The horizontal coordinates were scaled from a topographic map and have
 QF0236.an estimated accuracy of +/- 6 seconds.
 QF0236
 QF0236.The orthometric height was determined by differential leveling
 QF0236.and adjusted by the National Geodetic Survey in June 1991..
 QF0236
 QF0236.The geoid height was determined by GEOID03.
 QF0236
 QF0236.The dynamic height is computed by dividing the NAVD 88
 QF0236.geopotential number by the normal gravity value computed on the
 QF0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0236.degrees latitude (g = 980.6199 gals.).
 QF0236
 QF0236.The modeled gravity was interpolated from observed gravity values.
 QF0236
 QF0236;                    North         East    Units  Estimated Accuracy
 QF0236;SPC ME E     -   162,800.      392,300.      MT  (+/- 180 meters Scaled)
 QF0236
 QF0236                          SUPERSEDED SURVEY CONTROL
 QF0236
 QF0236.No superseded survey control is available for this station.
 QF0236
 QF0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK315982(NAD 83)
 QF0236_MARKER: DB = BENCH MARK DISK
 QF0236_SETTING: 66 = SET IN ROCK OUTCROP
 QF0236_SP_SET: OUTCROP
 QF0236_STAMPING: D 200 1978
 QF0236_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0236+STABILITY: POSITION/ELEVATION WELL
 QF0236
 QF0236  HISTORY     - Date     Condition        Report By
 QF0236  HISTORY     - 1978     MONUMENTED       NGS
 QF0236
 QF0236                          STATION DESCRIPTION
 QF0236
 QF0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0236'4.0 MI SE FROM WOODLAND.
 QF0236'4.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 1 FROM ITS JUNCTION WITH
 QF0236'MAIN STREET AT WOODLAND, AT THE JUNCTION OF STATE HIGHWAY 191
 QF0236'LEADING SOUTH, 161.5 FEET NORTHEAST OF THE INTERSECTION OF U.S.
 QF0236'HIGHWAY 1 AND STATE HIGHWAY 191, 91.5 FEET WEST OF THE CENTER LINE
 QF0236'OF TRACK ROAD LEADING NORTH, 70.1 FEET NORTH OF THE CENTER LINE
 QF0236'OF HIGHWAY. DISK IS 18.0 FEET NORTH OF THE SOUTH EDGE OF ROCK CUT.
 QF0236'ALSO 5.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE
 QF0236'AT CALAIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0531 ***********************************************************************
 PD0531  DESIGNATION -  D 202
 PD0531  PID         -  PD0531
 PD0531  STATE/COUNTY-  ME/WASHINGTON
 PD0531  USGS QUAD   -  EASTPORT (1977)
 PD0531
 PD0531                         *CURRENT SURVEY CONTROL
 PD0531  ___________________________________________________________________
 PD0531* NAD 83(1986)-  44 56 33.     (N)    067 02 21.     (W)     SCALED    
 PD0531* NAVD 88     -        10.354  (meters)      33.97   (feet)  ADJUSTED  
 PD0531  ___________________________________________________________________
 PD0531  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 PD0531  DYNAMIC HT  -          10.354 (meters)      33.97  (feet)  COMP
 PD0531  MODELED GRAV-     980,617.1   (mgal)                       NAVD 88
 PD0531
 PD0531  VERT ORDER  -  FIRST     CLASS II
 PD0531
 PD0531.The horizontal coordinates were scaled from a topographic map and have
 PD0531.an estimated accuracy of +/- 6 seconds.
 PD0531
 PD0531.The orthometric height was determined by differential leveling
 PD0531.and adjusted by the National Geodetic Survey in June 1991..
 PD0531
 PD0531.The geoid height was determined by GEOID03.
 PD0531
 PD0531.The dynamic height is computed by dividing the NAVD 88
 PD0531.geopotential number by the normal gravity value computed on the
 PD0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0531.degrees latitude (g = 980.6199 gals.).
 PD0531
 PD0531.The modeled gravity was interpolated from observed gravity values.
 PD0531
 PD0531;                    North         East    Units  Estimated Accuracy
 PD0531;SPC ME E     -   142,790.      415,290.      MT  (+/- 180 meters Scaled)
 PD0531
 PD0531                          SUPERSEDED SURVEY CONTROL
 PD0531
 PD0531.No superseded survey control is available for this station.
 PD0531
 PD0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK546784(NAD 83)
 PD0531_MARKER: DB = BENCH MARK DISK
 PD0531_SETTING: 66 = SET IN ROCK OUTCROP
 PD0531_SP_SET: ROCK CUT
 PD0531_STAMPING: D 202 1978
 PD0531_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0531+STABILITY: POSITION/ELEVATION WELL
 PD0531
 PD0531  HISTORY     - Date     Condition        Report By
 PD0531  HISTORY     - 1978     MONUMENTED       NGS
 PD0531
 PD0531                          STATION DESCRIPTION
 PD0531
 PD0531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PD0531'3.0 MI SE FROM PERRY.
 PD0531'0.1 MILE SOUTH ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT PERRY,
 PD0531'THENCE 2.9 MILES SOUTHEAST ALONG STATE HIGHWAY 190, 96.6 FEET
 PD0531'SOUTHEAST OF AND ACROSS THE HIGHWAY FROM THE SOUTH PINACLE OF A
 PD0531'6-FT. HIGH LONE OUTCROP, 43.4 FEET WEST OF THE CENTER LINE OF THE
 PD0531'HIGHWAY, 4.5 FEET WEST OF THE EAST EDGE OF THE CUT. ALSO 3.8 MILES
 PD0531'NORTHEAST ALONG STATE HIGHWAY 190 FROM THE POST OFFICE AT EASTPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI8322 ***********************************************************************
 AI8322  DESIGNATION -  D 206
 AI8322  PID         -  AI8322
 AI8322  STATE/COUNTY-  ME/HANCOCK
 AI8322  USGS QUAD   -  PENOBSCOT (1981)
 AI8322
 AI8322                         *CURRENT SURVEY CONTROL
 AI8322  ___________________________________________________________________
 AI8322* NAD 83(1986)-  44 27 59.     (N)    068 43 06.     (W)     SCALED    
 AI8322* NAVD 88     -         4.252  (meters)      13.95   (feet)  ADJUSTED  
 AI8322  ___________________________________________________________________
 AI8322  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 AI8322  DYNAMIC HT  -           4.251 (meters)      13.95  (feet)  COMP
 AI8322  MODELED GRAV-     980,555.0   (mgal)                       NAVD 88
 AI8322
 AI8322  VERT ORDER  -  SECOND    CLASS I
 AI8322
 AI8322.The horizontal coordinates were scaled from a topographic map and have
 AI8322.an estimated accuracy of +/- 6 seconds.
 AI8322
 AI8322.The orthometric height was determined by differential leveling
 AI8322.and adjusted by the National Geodetic Survey in July 2002..
 AI8322.No vertical observational check was made to the station.
 AI8322
 AI8322.The geoid height was determined by GEOID03.
 AI8322
 AI8322.The dynamic height is computed by dividing the NAVD 88
 AI8322.geopotential number by the normal gravity value computed on the
 AI8322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8322.degrees latitude (g = 980.6199 gals.).
 AI8322
 AI8322.The modeled gravity was interpolated from observed gravity values.
 AI8322
 AI8322;                    North         East    Units  Estimated Accuracy
 AI8322;SPC ME E     -    88,870.      282,630.      MT  (+/- 180 meters Scaled)
 AI8322
 AI8322                          SUPERSEDED SURVEY CONTROL
 AI8322
 AI8322.No superseded survey control is available for this station.
 AI8322
 AI8322_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK224237(NAD 83)
 AI8322_MARKER: DV = VERTICAL CONTROL DISK
 AI8322_SETTING: 66 = SET IN ROCK OUTCROP
 AI8322_STAMPING: D 206 2000
 AI8322_MARK LOGO: NGS   
 AI8322_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8322_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI8322+STABILITY: POSITION/ELEVATION WELL
 AI8322_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8322+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AI8322
 AI8322  HISTORY     - Date     Condition        Report By
 AI8322  HISTORY     - 2000     MONUMENTED       NGS
 AI8322
 AI8322                          STATION DESCRIPTION
 AI8322
 AI8322'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 AI8322'0.2 KM (0.10 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 199 FROM THE POST
 AI8322'OFFICE IN PENOBSCOT, THENCE 0.6 KM (0.35 MI) WESTERLY ALONG STATE
 AI8322'HIGHWAYS 199 AND 175, NEAR THE CENTER OF A 10 BY 15-FOOT EXPOSED ROCK
 AI8322'OUTCROP, 33.2 M (108.9 FT) WEST OF UTILITY POLE NUMBER 48 190 WITH 2
 AI8322'GUY CABLES, 22.9 M (75.1 FT) EAST OF UTILITY POLE NUMBER 47 189, 6.8 M
 AI8322'(22.3 FT) SOUTH OF THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT) NORTHEAST OF
 AI8322'A WITNESS POST, AND 0.4 M (1.3 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AI8322'NOTE--THE MARK IS ON THE HIGHWAY RIGHT-OF WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0001 ***********************************************************************
 RE0001  DESIGNATION -  D 21
 RE0001  PID         -  RE0001
 RE0001  STATE/COUNTY-  ME/AROOSTOOK
 RE0001  USGS QUAD   -  HOULTON NORTH (1984)
 RE0001
 RE0001                         *CURRENT SURVEY CONTROL
 RE0001  ___________________________________________________________________
 RE0001* NAD 83(1986)-  46 07 32.     (N)    067 50 26.     (W)     SCALED    
 RE0001* NAVD 88     -       111.352  (meters)     365.33   (feet)  ADJUSTED  
 RE0001  ___________________________________________________________________
 RE0001  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 RE0001  DYNAMIC HT  -         111.359 (meters)     365.35  (feet)  COMP
 RE0001  MODELED GRAV-     980,675.7   (mgal)                       NAVD 88
 RE0001  OBS GRAVITY -     980,671.4   (mgal)                       GRAV_OBS
 RE0001
 RE0001  VERT ORDER  -  FIRST     CLASS II
 RE0001
 RE0001.The horizontal coordinates were scaled from a topographic map and have
 RE0001.an estimated accuracy of +/- 6 seconds.
 RE0001
 RE0001.The orthometric height was determined by differential leveling
 RE0001.and adjusted by the National Geodetic Survey in June 1991..
 RE0001
 RE0001.The geoid height was determined by GEOID03.
 RE0001
 RE0001.The dynamic height is computed by dividing the NAVD 88
 RE0001.geopotential number by the normal gravity value computed on the
 RE0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0001.degrees latitude (g = 980.6199 gals.).
 RE0001
 RE0001.The modeled gravity was interpolated from observed gravity values.
 RE0001.The observed gravity was obtained from relative gravimeter ties
 RE0001.to the IGSN71 gravity network.
 RE0001
 RE0001;                    North         East    Units  Estimated Accuracy
 RE0001;SPC ME E     -   273,440.      350,960.      MT  (+/- 180 meters Scaled)
 RE0001
 RE0001                          SUPERSEDED SURVEY CONTROL
 RE0001
 RE0001  NGVD 29 (??/??/92)  111.544  (m)          365.96   (f) ADJ UNCH    1 2
 RE0001
 RE0001.Superseded values are not recommended for survey control.
 RE0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0001.See file dsdata.txt to determine how the superseded data were derived.
 RE0001
 RE0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM895086(NAD 83)
 RE0001_MARKER: DB = BENCH MARK DISK
 RE0001_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RE0001_SP_SET: BUILDING
 RE0001_STAMPING: D 21 1933
 RE0001_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RE0001_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RE0001+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2006
 RE0001
 RE0001  HISTORY     - Date     Condition        Report By
 RE0001  HISTORY     - 1933     MONUMENTED       CGS
 RE0001  HISTORY     - 1958     GOOD             NGS
 RE0001  HISTORY     - 1972     GOOD             MEDT
 RE0001  HISTORY     - 1978     GOOD             NGS
 RE0001  HISTORY     - 20060521 GOOD             USPSQD
 RE0001
 RE0001                          STATION DESCRIPTION
 RE0001
 RE0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 RE0001'AT HOULTON.
 RE0001'AT HOULTON, SET VERTICALLY IN THE EAST WALL OF THE OLD POST
 RE0001'OFFICE BUILDING NOW HOUSING A CATHOLIC CONVENT, ABOUT 20 FEET
 RE0001'SOUTH OF THE MAIN ENTRANCE, ABOUT 1/2 FOOT NORTH OF THE
 RE0001'SOUTHEAST CORNER, ABOUT 4 1/2 FEET ABOVE THE LEVEL OF THE GROUND.
 RE0001
 RE0001                          STATION RECOVERY (1972)
 RE0001
 RE0001'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1972
 RE0001'RECOVERED IN GOOD CONDITION.
 RE0001
 RE0001                          STATION RECOVERY (1978)
 RE0001
 RE0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 RE0001'RECOVERED IN GOOD CONDITION.
 RE0001
 RE0001                          STATION RECOVERY (2006)
 RE0001
 RE0001'RECOVERY NOTE BY US POWER SQUADRON 2006 (AMW)
 RE0001'THE BUILDING IS NO LONGER A CONVENT. IT HOUSES SOME SORT OF BUSINESS
 RE0001'WITH NO SIGN IN EVIDENCE. THE BUILDING IS LESS THAN 0.1 MILE ALONG THE
 RE0001'LEFT OF WATER ST. FROM MARKET SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0063 ***********************************************************************
 RE0063  DESIGNATION -  D 22
 RE0063  PID         -  RE0063
 RE0063  STATE/COUNTY-  ME/AROOSTOOK
 RE0063  USGS QUAD   -  EASTON (1984)
 RE0063
 RE0063                         *CURRENT SURVEY CONTROL
 RE0063  ___________________________________________________________________
 RE0063* NAD 83(1986)-  46 42 45.     (N)    067 57 29.     (W)     SCALED    
 RE0063* NAVD 88     -       130.563  (meters)     428.36   (feet)  ADJUSTED  
 RE0063  ___________________________________________________________________
 RE0063  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 RE0063  DYNAMIC HT  -         130.576 (meters)     428.40  (feet)  COMP
 RE0063  MODELED GRAV-     980,708.5   (mgal)                       NAVD 88
 RE0063
 RE0063  VERT ORDER  -  SECOND    CLASS 0
 RE0063
 RE0063.The horizontal coordinates were scaled from a topographic map and have
 RE0063.an estimated accuracy of +/- 6 seconds.
 RE0063
 RE0063.The orthometric height was determined by differential leveling
 RE0063.and adjusted by the National Geodetic Survey in June 1991..
 RE0063
 RE0063.The geoid height was determined by GEOID03.
 RE0063
 RE0063.The dynamic height is computed by dividing the NAVD 88
 RE0063.geopotential number by the normal gravity value computed on the
 RE0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0063.degrees latitude (g = 980.6199 gals.).
 RE0063
 RE0063.The modeled gravity was interpolated from observed gravity values.
 RE0063
 RE0063;                    North         East    Units  Estimated Accuracy
 RE0063;SPC ME E     -   338,610.      341,440.      MT  (+/- 180 meters Scaled)
 RE0063
 RE0063                          SUPERSEDED SURVEY CONTROL
 RE0063
 RE0063  NGVD 29 (??/??/92)  130.753  (m)          428.98   (f) ADJ UNCH    2 0
 RE0063
 RE0063.Superseded values are not recommended for survey control.
 RE0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0063.See file dsdata.txt to determine how the superseded data were derived.
 RE0063
 RE0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM796737(NAD 83)
 RE0063_MARKER: DB = BENCH MARK DISK
 RE0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RE0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RE0063_STAMPING: D 22 1933
 RE0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RE0063+STABILITY: SURFACE MOTION
 RE0063
 RE0063  HISTORY     - Date     Condition        Report By
 RE0063  HISTORY     - 1933     MONUMENTED       CGS
 RE0063
 RE0063                          STATION DESCRIPTION
 RE0063
 RE0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 RE0063'3.9 MI N FROM PRESQUE ISLE.
 RE0063'3.9 MILES NORTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 RE0063'PRESQUE ISLE, AROOSTOOK COUNTY, AT MILEAGE 215.6, 420 FEET
 RE0063'NORTH OF THE WHEELER MILLS, ABOUT 100 YARDS NORTHEAST OF THE
 RE0063'F.C WHEELER RESIDENCE, 35 FEET WEST OF THE CENTERLINE OF THE
 RE0063'TRACK, AND ABOUT 1/2 FOOT LOWER THAN THE BASE OF THE RAIL.
 RE0063'A STANDARD DISK, STAMPED D 22 1933 AND SET IN THE TOP OF A
 RE0063'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0022 ***********************************************************************
 SF0022  DESIGNATION -  D 23
 SF0022  PID         -  SF0022
 SF0022  STATE/COUNTY-  ME/AROOSTOOK
 SF0022  USGS QUAD   -  MADAWASKA (1986)
 SF0022
 SF0022                         *CURRENT SURVEY CONTROL
 SF0022  ___________________________________________________________________
 SF0022* NAD 83(1986)-  47 21 31.     (N)    068 19 41.     (W)     SCALED    
 SF0022* NAVD 88     -       155.374  (meters)     509.76   (feet)  ADJUSTED  
 SF0022  ___________________________________________________________________
 SF0022  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 SF0022  DYNAMIC HT  -         155.398 (meters)     509.83  (feet)  COMP
 SF0022  MODELED GRAV-     980,766.9   (mgal)                       NAVD 88
 SF0022
 SF0022  VERT ORDER  -  SECOND    CLASS 0
 SF0022
 SF0022.The horizontal coordinates were scaled from a topographic map and have
 SF0022.an estimated accuracy of +/- 6 seconds.
 SF0022
 SF0022.The orthometric height was determined by differential leveling
 SF0022.and adjusted by the National Geodetic Survey in June 1991..
 SF0022
 SF0022.The geoid height was determined by GEOID03.
 SF0022
 SF0022.The dynamic height is computed by dividing the NAVD 88
 SF0022.geopotential number by the normal gravity value computed on the
 SF0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0022.degrees latitude (g = 980.6199 gals.).
 SF0022
 SF0022.The modeled gravity was interpolated from observed gravity values.
 SF0022
 SF0022;                    North         East    Units  Estimated Accuracy
 SF0022;SPC ME E     -   410,300.      312,990.      MT  (+/- 180 meters Scaled)
 SF0022
 SF0022                          SUPERSEDED SURVEY CONTROL
 SF0022
 SF0022  NGVD 29 (??/??/92)  155.496  (m)          510.16   (f) ADJ UNCH    2 0
 SF0022
 SF0022.Superseded values are not recommended for survey control.
 SF0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0022.See file dsdata.txt to determine how the superseded data were derived.
 SF0022
 SF0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN507452(NAD 83)
 SF0022_MARKER: DB = BENCH MARK DISK
 SF0022_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SF0022_SP_SET: BUILDING
 SF0022_STAMPING: D 23 1933
 SF0022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SF0022
 SF0022  HISTORY     - Date     Condition        Report By
 SF0022  HISTORY     - 1933     MONUMENTED       CGS
 SF0022  HISTORY     - 1944     GOOD             NGS
 SF0022
 SF0022                          STATION DESCRIPTION
 SF0022
 SF0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 SF0022'AT MADAWASKA.
 SF0022'AT MADAWASKA, AROOSTOOK COUNTY, ON THE BANGOR AND AROOSTOOK
 SF0022'RAILROAD, IN THE NORTH WALL OF THE STATION, ONE FOOT FROM THE
 SF0022'EAST END OF THE BUILDING, 12 YARDS SOUTH OF THE CENTERLINE OF
 SF0022'THE TRACK, AND ABOUT 4 1/2 FEET ABOVE THE STATION PLATFORM.  A
 SF0022'STANDARD DISK, STAMPED D 23 1933 AND SET VERTICALLY.
 SF0022
 SF0022                          STATION RECOVERY (1944)
 SF0022
 SF0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 SF0022'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0021 ***********************************************************************
 SF0021  DESIGNATION -  D 23 RESET 1959
 SF0021  PID         -  SF0021
 SF0021  STATE/COUNTY-  ME/AROOSTOOK
 SF0021  USGS QUAD   -  MADAWASKA (1986)
 SF0021
 SF0021                         *CURRENT SURVEY CONTROL
 SF0021  ___________________________________________________________________
 SF0021* NAD 83(1986)-  47 21 31.     (N)    068 19 41.     (W)     SCALED    
 SF0021* NAVD 88     -       154.94   (meters)     508.3    (feet)  RESET     
 SF0021  ___________________________________________________________________
 SF0021  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 SF0021
 SF0021  VERT ORDER  -  THIRD
 SF0021
 SF0021.The horizontal coordinates were scaled from a topographic map and have
 SF0021.an estimated accuracy of +/- 6 seconds.
 SF0021
 SF0021.The orthometric height was computed from unverified reset data.
 SF0021
 SF0021.The geoid height was determined by GEOID03.
 SF0021
 SF0021;                    North         East    Units  Estimated Accuracy
 SF0021;SPC ME E     -   410,300.      312,990.      MT  (+/- 180 meters Scaled)
 SF0021
 SF0021                          SUPERSEDED SURVEY CONTROL
 SF0021
 SF0021  NGVD 29 (??/??/??)  155.10   (m)          508.9    (f) RESET       3  
 SF0021
 SF0021.Superseded values are not recommended for survey control.
 SF0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0021.See file dsdata.txt to determine how the superseded data were derived.
 SF0021
 SF0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN507452(NAD 83)
 SF0021_MARKER: DB = BENCH MARK DISK
 SF0021_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SF0021_SP_SET: LOADING DOCK
 SF0021_STAMPING: D 23 RESET 1959
 SF0021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SF0021
 SF0021  HISTORY     - Date     Condition        Report By
 SF0021  HISTORY     - 1959     MONUMENTED       BARR
 SF0021
 SF0021                          STATION DESCRIPTION
 SF0021
 SF0021'DESCRIBED BY BANGOR AND AROOSTOOK RAILROAD 1959
 SF0021'AT MADAWASKA.
 SF0021'THE MARK IS LOCATED AT MADAWASKA, IN THE SOUTH WALL OF A CONCRETE
 SF0021'LOADING DOCK OF THE NEW U.S. CUSTOMS AND IMMIGRATION BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0814 ***********************************************************************
 QG0814  DESIGNATION -  D 24
 QG0814  PID         -  QG0814
 QG0814  STATE/COUNTY-  ME/SOMERSET
 QG0814  USGS QUAD   -  MOXIE POND (1988)
 QG0814
 QG0814                         *CURRENT SURVEY CONTROL
 QG0814  ___________________________________________________________________
 QG0814* NAD 83(1986)-  45 16 28.     (N)    069 49 52.     (W)     SCALED    
 QG0814* NAVD 88     -       296.175  (meters)     971.70   (feet)  ADJUSTED  
 QG0814  ___________________________________________________________________
 QG0814  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 QG0814  DYNAMIC HT  -         296.156 (meters)     971.64  (feet)  COMP
 QG0814  MODELED GRAV-     980,544.0   (mgal)                       NAVD 88
 QG0814
 QG0814  VERT ORDER  -  SECOND    CLASS 0
 QG0814
 QG0814.The horizontal coordinates were scaled from a topographic map and have
 QG0814.an estimated accuracy of +/- 6 seconds.
 QG0814
 QG0814.The orthometric height was determined by differential leveling
 QG0814.and adjusted by the National Geodetic Survey in June 1991..
 QG0814
 QG0814.The geoid height was determined by GEOID03.
 QG0814
 QG0814.The dynamic height is computed by dividing the NAVD 88
 QG0814.geopotential number by the normal gravity value computed on the
 QG0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0814.degrees latitude (g = 980.6199 gals.).
 QG0814
 QG0814.The modeled gravity was interpolated from observed gravity values.
 QG0814
 QG0814;                    North         East    Units  Estimated Accuracy
 QG0814;SPC ME W     -   271,290.      926,330.      MT  (+/- 180 meters Scaled)
 QG0814
 QG0814                          SUPERSEDED SURVEY CONTROL
 QG0814
 QG0814  NGVD 29 (??/??/92)  296.336  (m)          972.23   (f) ADJ UNCH    2 0
 QG0814
 QG0814.Superseded values are not recommended for survey control.
 QG0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0814.See file dsdata.txt to determine how the superseded data were derived.
 QG0814
 QG0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL348137(NAD 83)
 QG0814_MARKER: DB = BENCH MARK DISK
 QG0814_SETTING: 80 = SET IN A BOULDER
 QG0814_SP_SET: BOULDER
 QG0814_STAMPING: 972.229 D 24 1933
 QG0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0814+STABILITY: SURFACE MOTION
 QG0814
 QG0814  HISTORY     - Date     Condition        Report By
 QG0814  HISTORY     - 1933     MONUMENTED       CGS
 QG0814
 QG0814                          STATION DESCRIPTION
 QG0814
 QG0814'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 QG0814'1.2 MI S FROM TROUTDALE.
 QG0814'1.2 MILES SOUTH ALONG THE OLD ROADBED OF THE ABANDONED MAINE
 QG0814'CENTRAL RAILROAD FROM TROUTDALE, SOMERSET COUNTY, ON THE WEST
 QG0814'BANK OF LAKE MOXIE, 6 YARDS EAST OF THE CENTER LINE OF THE
 QG0814'ROADBED, IN THE TOP OF A LARGE EMBEDDED BOULDER, AND ABOUT 2
 QG0814'FEET LOWER THAN THE ROADBED.  A STANDARD DISK, STAMPED 972.229
 QG0814'D 24 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0229 ***********************************************************************
 PF0229  DESIGNATION -  D 26
 PF0229  PID         -  PF0229
 PF0229  STATE/COUNTY-  ME/FRANKLIN
 PF0229  USGS QUAD   -  SADDLEBACK MOUNTAIN (1985)
 PF0229
 PF0229                         *CURRENT SURVEY CONTROL
 PF0229  ___________________________________________________________________
 PF0229* NAD 83(1986)-  44 59 49.     (N)    070 33 27.     (W)     SCALED    
 PF0229* NAVD 88     -       463.889  (meters)    1521.94   (feet)  ADJUSTED  
 PF0229  ___________________________________________________________________
 PF0229  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 PF0229  DYNAMIC HT  -         463.845 (meters)    1521.80  (feet)  COMP
 PF0229  MODELED GRAV-     980,507.6   (mgal)                       NAVD 88
 PF0229
 PF0229  VERT ORDER  -  SECOND    CLASS 0
 PF0229
 PF0229.The horizontal coordinates were scaled from a topographic map and have
 PF0229.an estimated accuracy of +/- 6 seconds.
 PF0229
 PF0229.The orthometric height was determined by differential leveling
 PF0229.and adjusted by the National Geodetic Survey in June 1991..
 PF0229
 PF0229.The geoid height was determined by GEOID03.
 PF0229
 PF0229.The dynamic height is computed by dividing the NAVD 88
 PF0229.geopotential number by the normal gravity value computed on the
 PF0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0229.degrees latitude (g = 980.6199 gals.).
 PF0229
 PF0229.The modeled gravity was interpolated from observed gravity values.
 PF0229
 PF0229;                    North         East    Units  Estimated Accuracy
 PF0229;SPC ME W     -   240,470.      869,180.      MT  (+/- 180 meters Scaled)
 PF0229
 PF0229                          SUPERSEDED SURVEY CONTROL
 PF0229
 PF0229  NGVD 29 (??/??/92)  464.029  (m)         1522.40   (f) ADJ UNCH    2 0
 PF0229
 PF0229.Superseded values are not recommended for survey control.
 PF0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0229.See file dsdata.txt to determine how the superseded data were derived.
 PF0229
 PF0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK772837(NAD 83)
 PF0229_MARKER: DB = BENCH MARK DISK
 PF0229_SETTING: 80 = SET IN A BOULDER
 PF0229_SP_SET: BOULDER
 PF0229_STAMPING: 1522.402 D 26 1933
 PF0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0229+STABILITY: SURFACE MOTION
 PF0229
 PF0229  HISTORY     - Date     Condition        Report By
 PF0229  HISTORY     - 1933     MONUMENTED       CGS
 PF0229  HISTORY     - 1934     GOOD             NGS
 PF0229
 PF0229                          STATION DESCRIPTION
 PF0229
 PF0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PF0229'AT DALLAS.
 PF0229'AT DALLAS, FRANKLIN COUNTY, ON THE ABANDONED SANDY RIVER AND
 PF0229'RANGELEY LAKES RAILROAD, 60 FEET EAST OF THE ONLY RESIDENCE, 100
 PF0229'FEET WEST OF THE SAWMILL, 45 FEET SOUTH OF THE CENTER LINE OF THE
 PF0229'OLD ROADBED, IN THE TOP OF A LARGE BOULDER, AND ABOUT 10 FEET
 PF0229'HIGHER THAN THE ROADBED.  A STANDARD DISK, STAMPED 1522.402 D 26
 PF0229'1933.
 PF0229
 PF0229                          STATION RECOVERY (1934)
 PF0229
 PF0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PF0229'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0289 ***********************************************************************
 PF0289  DESIGNATION -  D 27
 PF0289  PID         -  PF0289
 PF0289  STATE/COUNTY-  ME/OXFORD
 PF0289  USGS QUAD   -  OLD SPECK MOUNTAIN (1984)
 PF0289
 PF0289                         *CURRENT SURVEY CONTROL
 PF0289  ___________________________________________________________________
 PF0289* NAD 83(1986)-  44 36 24.     (N)    070 56 42.     (W)     SCALED    
 PF0289* NAVD 88     -       469.123  (meters)    1539.11   (feet)  ADJUSTED  
 PF0289  ___________________________________________________________________
 PF0289  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 PF0289  DYNAMIC HT  -         469.049 (meters)    1538.87  (feet)  COMP
 PF0289  MODELED GRAV-     980,446.1   (mgal)                       NAVD 88
 PF0289
 PF0289  VERT ORDER  -  SECOND    CLASS 0
 PF0289
 PF0289.The horizontal coordinates were scaled from a topographic map and have
 PF0289.an estimated accuracy of +/- 6 seconds.
 PF0289
 PF0289.The orthometric height was determined by differential leveling
 PF0289.and adjusted by the National Geodetic Survey in June 1991..
 PF0289
 PF0289.The geoid height was determined by GEOID03.
 PF0289
 PF0289.The dynamic height is computed by dividing the NAVD 88
 PF0289.geopotential number by the normal gravity value computed on the
 PF0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0289.degrees latitude (g = 980.6199 gals.).
 PF0289
 PF0289.The modeled gravity was interpolated from observed gravity values.
 PF0289
 PF0289;                    North         East    Units  Estimated Accuracy
 PF0289;SPC ME W     -   197,320.      838,210.      MT  (+/- 180 meters Scaled)
 PF0289
 PF0289                          SUPERSEDED SURVEY CONTROL
 PF0289
 PF0289  NGVD 29 (??/??/92)  469.248  (m)         1539.52   (f) ADJ UNCH    2 0
 PF0289
 PF0289.Superseded values are not recommended for survey control.
 PF0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0289.See file dsdata.txt to determine how the superseded data were derived.
 PF0289
 PF0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK456410(NAD 83)
 PF0289_MARKER: DB = BENCH MARK DISK
 PF0289_SETTING: 66 = SET IN ROCK OUTCROP
 PF0289_SP_SET: ROCK LEDGE
 PF0289_STAMPING: 1539.561 D 27 1933
 PF0289_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PF0289+STABILITY: POSITION/ELEVATION WELL
 PF0289
 PF0289  HISTORY     - Date     Condition        Report By
 PF0289  HISTORY     - 1933     MONUMENTED       CGS
 PF0289  HISTORY     - 1936     GOOD             NGS
 PF0289  HISTORY     - 1975     MARK NOT FOUND   MEDT
 PF0289  HISTORY     - 20050809 MARK NOT FOUND   GEOCAC
 PF0289
 PF0289                          STATION DESCRIPTION
 PF0289
 PF0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PF0289'13.3 MI NW FROM NEWRY.
 PF0289'ABOUT 13.3 MILES NORTHWEST ALONG STATE HIGHWAY 26 FROM THE
 PF0289'INTERSECTION OF U.S. HIGHWAY 2 AT NEWRY, OXFORD COUNTY, ABOUT
 PF0289'7.8 MILES SOUTHEAST OF UPTON, ABOUT 0.5 MILE NORTHWEST OF A
 PF0289'LUMBER CAMP, ABOUT 0.25 MILE SOUTH OF A FARMHOUSE WITH SEVERAL
 PF0289'FARM BUILDINGS, BETWEEN AND ACROSS THE HIGHWAY FROM TELEPHONE
 PF0289'POLES 502-503, 15 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 PF0289'IN THE TOP OF A ROCK LEDGE, AND ABOUT 3 FEET HIGHER THAN THE
 PF0289'HIGHWAY.  A STANDARD DISK, STAMPED 1539.561 D 27 1933.
 PF0289
 PF0289                          STATION RECOVERY (1936)
 PF0289
 PF0289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1936
 PF0289'RECOVERED IN GOOD CONDITION.
 PF0289
 PF0289                          STATION RECOVERY (1975)
 PF0289
 PF0289'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 PF0289'MARK NOT FOUND.
 PF0289
 PF0289                          STATION RECOVERY (2005)
 PF0289
 PF0289'RECOVERY NOTE BY GEOCACHING 2005 (JKS)
 PF0289'MARK NOT FOUND. TOO MUCH RECONSTRUCTION HAS OCCURED IN THIS AREA TO
 PF0289'ADEQUATELY FIND FROM THE LISTED DESCRIPTION.
 PF0289'M THE LISTED DESCRIPTION. SUBMITTED BY J.K. SNYDER^M
 PF0289' 
 PF0289'~
 PF0289' 
 PF0289' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0585 ***********************************************************************
 OC0585  DESIGNATION -  D 28
 OC0585  PID         -  OC0585
 OC0585  STATE/COUNTY-  ME/CUMBERLAND
 OC0585  USGS QUAD   -  NORTH SEBAGO (1983)
 OC0585
 OC0585                         *CURRENT SURVEY CONTROL
 OC0585  ___________________________________________________________________
 OC0585* NAD 83(1986)-  43 57 55.     (N)    070 44 13.     (W)     SCALED    
 OC0585* NAVD 88     -       157.445  (meters)     516.55   (feet)  ADJUSTED  
 OC0585  ___________________________________________________________________
 OC0585  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 OC0585  DYNAMIC HT  -         157.419 (meters)     516.47  (feet)  COMP
 OC0585  MODELED GRAV-     980,450.3   (mgal)                       NAVD 88
 OC0585
 OC0585  VERT ORDER  -  SECOND    CLASS 0
 OC0585
 OC0585.The horizontal coordinates were scaled from a topographic map and have
 OC0585.an estimated accuracy of +/- 6 seconds.
 OC0585
 OC0585.The orthometric height was determined by differential leveling
 OC0585.and adjusted by the National Geodetic Survey in June 1991..
 OC0585
 OC0585.The geoid height was determined by GEOID03.
 OC0585
 OC0585.The dynamic height is computed by dividing the NAVD 88
 OC0585.geopotential number by the normal gravity value computed on the
 OC0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0585.degrees latitude (g = 980.6199 gals.).
 OC0585
 OC0585.The modeled gravity was interpolated from observed gravity values.
 OC0585
 OC0585;                    North         East    Units  Estimated Accuracy
 OC0585;SPC ME W     -   125,910.      854,240.      MT  (+/- 180 meters Scaled)
 OC0585
 OC0585                          SUPERSEDED SURVEY CONTROL
 OC0585
 OC0585  NGVD 29 (??/??/92)  157.602  (m)          517.07   (f) ADJ UNCH    2 0
 OC0585
 OC0585.Superseded values are not recommended for survey control.
 OC0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0585.See file dsdata.txt to determine how the superseded data were derived.
 OC0585
 OC0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ606694(NAD 83)
 OC0585_MARKER: DB = BENCH MARK DISK
 OC0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC0585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OC0585_STAMPING: D 28 1935
 OC0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC0585+STABILITY: SURFACE MOTION
 OC0585
 OC0585  HISTORY     - Date     Condition        Report By
 OC0585  HISTORY     - 1935     MONUMENTED       CGS
 OC0585  HISTORY     - 20040421 MARK NOT FOUND   GEOCAC
 OC0585
 OC0585                          STATION DESCRIPTION
 OC0585
 OC0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OC0585'6.9 MI S FROM BRIDGTON.
 OC0585'6.9 MILES SOUTH ALONG THE BRIDGTON AND HARRISON RAILWAY FROM
 OC0585'THE STATION AT BRIDGTON, CUMBERLAND COUNTY, ABOUT 1.0 MILE
 OC0585'NORTH OF THE STATION AT WEST SEBAGO, AT A ROAD CROSSING AT
 OC0585'RANKIN MILL, AND 15 FEET SOUTH OF THE SOUTH RAIL.  A STANDARD
 OC0585'DISK, STAMPED D 28 1935 AND SET IN THE TOP OF A CONCRETE POST
 OC0585'ABOUT FLUSH WITH THE GROUND.
 OC0585
 OC0585                          STATION RECOVERY (2004)
 OC0585
 OC0585'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 OC0585'MARK NOT FOUND. HEAVY FORESTRY WORK AND ROAD CHANGES HAVE OCCURED
 OC0585'HERE.
 OC0585' 
 OC0585'HOWEVER, IT IS INTERESTING TO NOTE THAT AT THESE EXACT CO-ORDINATES
 OC0585'AND WRITTEN DESCRIPTION IS A USGS BENCHMARK. IT IS STAMPED
 OC0585'TT/BT2
 OC0585'1940
 OC0585'ELEVATION 515
 OC0585'AND IS MOUNTED IN AN 8 INCH SQUARE CONCRETE POST ELEVATED 3 INCHES
 OC0585'ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0151 ***********************************************************************
 PF0151  DESIGNATION -  D 29
 PF0151  PID         -  PF0151
 PF0151  STATE/COUNTY-  ME/OXFORD
 PF0151  USGS QUAD   -  CANTON (1967)
 PF0151
 PF0151                         *CURRENT SURVEY CONTROL
 PF0151  ___________________________________________________________________
 PF0151* NAD 83(1986)-  44 28 19.     (N)    070 16 46.     (W)     SCALED    
 PF0151* NAVD 88     -       118.807  (meters)     389.79   (feet)  ADJUSTED  
 PF0151  ___________________________________________________________________
 PF0151  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 PF0151  DYNAMIC HT  -         118.794 (meters)     389.74  (feet)  COMP
 PF0151  MODELED GRAV-     980,509.5   (mgal)                       NAVD 88
 PF0151
 PF0151  VERT ORDER  -  SECOND    CLASS 0
 PF0151
 PF0151.The horizontal coordinates were scaled from a topographic map and have
 PF0151.an estimated accuracy of +/- 6 seconds.
 PF0151
 PF0151.The orthometric height was determined by differential leveling
 PF0151.and adjusted by the National Geodetic Survey in June 1991..
 PF0151
 PF0151.The geoid height was determined by GEOID03.
 PF0151
 PF0151.The dynamic height is computed by dividing the NAVD 88
 PF0151.geopotential number by the normal gravity value computed on the
 PF0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0151.degrees latitude (g = 980.6199 gals.).
 PF0151
 PF0151.The modeled gravity was interpolated from observed gravity values.
 PF0151
 PF0151;                    North         East    Units  Estimated Accuracy
 PF0151;SPC ME W     -   182,060.      891,030.      MT  (+/- 180 meters Scaled)
 PF0151
 PF0151                          SUPERSEDED SURVEY CONTROL
 PF0151
 PF0151  NGVD 29 (??/??/92)  118.94   (m)          390.2    (f) COMPUTED    2 0
 PF0151
 PF0151.Superseded values are not recommended for survey control.
 PF0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0151.See file dsdata.txt to determine how the superseded data were derived.
 PF0151
 PF0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK982250(NAD 83)
 PF0151_MARKER: DB = BENCH MARK DISK
 PF0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PF0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PF0151_STAMPING: D 29 1935
 PF0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0151+STABILITY: SURFACE MOTION
 PF0151
 PF0151  HISTORY     - Date     Condition        Report By
 PF0151  HISTORY     - 1935     MONUMENTED       CGS
 PF0151
 PF0151                          STATION DESCRIPTION
 PF0151
 PF0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PF0151'2.5 MI NE FROM GILBERTVILLE.
 PF0151'2.5 MILES NORTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PF0151'STATION AT GILBERTVILLE, OXFORD COUNTY, 0.3 MILES WEST OF MILEPOST
 PF0151'LF 8, 45 FEET EAST OF THE CENTER OF THE ROAD CROSSING, AND 21.5
 PF0151'FEET NORTH OF THE NORTH RAIL.  A STANDARD DISK, STAMPED D 29 1935
 PF0151'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 PF0151'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0015 ***********************************************************************
 QG0015  DESIGNATION -  D 3
 QG0015  PID         -  QG0015
 QG0015  STATE/COUNTY-  ME/AROOSTOOK
 QG0015  USGS QUAD   -  WYTOPITLOCK (1988)
 QG0015
 QG0015                         *CURRENT SURVEY CONTROL
 QG0015  ___________________________________________________________________
 QG0015* NAD 83(1986)-  45 37 46.     (N)    068 05 18.     (W)     SCALED    
 QG0015* NAVD 88     -        99.723  (meters)     327.17   (feet)  ADJUSTED  
 QG0015  ___________________________________________________________________
 QG0015  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 QG0015  DYNAMIC HT  -          99.724 (meters)     327.18  (feet)  COMP
 QG0015  MODELED GRAV-     980,627.2   (mgal)                       NAVD 88
 QG0015
 QG0015  VERT ORDER  -  FIRST     CLASS II
 QG0015
 QG0015.The horizontal coordinates were scaled from a topographic map and have
 QG0015.an estimated accuracy of +/- 6 seconds.
 QG0015
 QG0015.The orthometric height was determined by differential leveling
 QG0015.and adjusted by the National Geodetic Survey in June 1991..
 QG0015
 QG0015.The geoid height was determined by GEOID03.
 QG0015
 QG0015.The dynamic height is computed by dividing the NAVD 88
 QG0015.geopotential number by the normal gravity value computed on the
 QG0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0015.degrees latitude (g = 980.6199 gals.).
 QG0015
 QG0015.The modeled gravity was interpolated from observed gravity values.
 QG0015
 QG0015;                    North         East    Units  Estimated Accuracy
 QG0015;SPC ME E     -   218,170.      332,100.      MT  (+/- 180 meters Scaled)
 QG0015
 QG0015                          SUPERSEDED SURVEY CONTROL
 QG0015
 QG0015  NGVD 29 (??/??/92)   99.900  (m)          327.76   (f) ADJ UNCH    1 2
 QG0015
 QG0015.Superseded values are not recommended for survey control.
 QG0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0015.See file dsdata.txt to determine how the superseded data were derived.
 QG0015
 QG0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL710532(NAD 83)
 QG0015_MARKER: DB = BENCH MARK DISK
 QG0015_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QG0015_SP_SET: ABUTMENT
 QG0015_STAMPING: D 3 1916 ELEV 327.755 FT
 QG0015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG0015
 QG0015  HISTORY     - Date     Condition        Report By
 QG0015  HISTORY     - 1916     MONUMENTED       CGS
 QG0015  HISTORY     - 1934     GOOD             NGS
 QG0015  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QG0015
 QG0015                          STATION DESCRIPTION
 QG0015
 QG0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1916
 QG0015'1.3 MI SW FROM WYTOPITLOCK.
 QG0015'ABOUT 1.3 MILES SOUTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM
 QG0015'WYTOPITLOCK, AROOSTOOK COUNTY, 8 1/2 POLES NORTH OF MILEPOST
 QG0015'V40-P211, 1/2 RAIL SOUTH OF SIGN WYTOPITLOCK 1 MILE, AT A BRIDGE,
 QG0015'IN THE TOP OF THE WEST END OF THE SOUTH ABUTMENT, 4 FEET WEST OF
 QG0015'THE WEST RAIL.  A STANDARD DISK.  STAMPED, D 3 1916 ELEV. 327.755
 QG0015'FT.
 QG0015
 QG0015                          STATION RECOVERY (1934)
 QG0015
 QG0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QG0015'RECOVERED IN GOOD CONDITION.
 QG0015
 QG0015                          STATION RECOVERY (1985)
 QG0015
 QG0015'RECOVERY NOTE BY US POWER SQUADRON 1985 (DMW)
 QG0015'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0140 ***********************************************************************
 PF0140  DESIGNATION -  D 30
 PF0140  PID         -  PF0140
 PF0140  STATE/COUNTY-  ME/ANDROSCOGGIN
 PF0140  USGS QUAD   -  LIVERMORE FALLS (1967)
 PF0140
 PF0140                         *CURRENT SURVEY CONTROL
 PF0140  ___________________________________________________________________
 PF0140* NAD 83(1986)-  44 22 41.     (N)    070 08 39.     (W)     SCALED    
 PF0140* NAVD 88     -        92.681  (meters)     304.07   (feet)  ADJUSTED  
 PF0140  ___________________________________________________________________
 PF0140  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 PF0140  DYNAMIC HT  -          92.672 (meters)     304.04  (feet)  COMP
 PF0140  MODELED GRAV-     980,520.0   (mgal)                       NAVD 88
 PF0140
 PF0140  VERT ORDER  -  SECOND    CLASS 0
 PF0140
 PF0140.The horizontal coordinates were scaled from a topographic map and have
 PF0140.an estimated accuracy of +/- 6 seconds.
 PF0140
 PF0140.The orthometric height was determined by differential leveling
 PF0140.and adjusted by the National Geodetic Survey in June 1991..
 PF0140
 PF0140.The geoid height was determined by GEOID03.
 PF0140
 PF0140.The dynamic height is computed by dividing the NAVD 88
 PF0140.geopotential number by the normal gravity value computed on the
 PF0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0140.degrees latitude (g = 980.6199 gals.).
 PF0140
 PF0140.The modeled gravity was interpolated from observed gravity values.
 PF0140
 PF0140;                    North         East    Units  Estimated Accuracy
 PF0140;SPC ME W     -   171,620.      901,790.      MT  (+/- 180 meters Scaled)
 PF0140
 PF0140                          SUPERSEDED SURVEY CONTROL
 PF0140
 PF0140  NGVD 29 (??/??/92)   92.800  (m)          304.46   (f) ADJ UNCH    2 0
 PF0140
 PF0140.Superseded values are not recommended for survey control.
 PF0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0140.See file dsdata.txt to determine how the superseded data were derived.
 PF0140
 PF0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK088145(NAD 83)
 PF0140_MARKER: DB = BENCH MARK DISK
 PF0140_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PF0140_SP_SET: MILEPOST
 PF0140_STAMPING: D 30 1935
 PF0140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0140
 PF0140  HISTORY     - Date     Condition        Report By
 PF0140  HISTORY     - 1935     MONUMENTED       CGS
 PF0140
 PF0140                          STATION DESCRIPTION
 PF0140
 PF0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PF0140'0.3 MI N FROM STRICKLAND.
 PF0140'0.3 MILE NORTH ALONG THE MAINE CENTRAL RAILROAD FROM THE STATION
 PF0140'AT STRICKLAND, ANDROSCOGGIN COUNTY, 7 POLES NORTH OF MILEPOST F
 PF0140'24 - P 60, 43 FEET NORTHEAST OF THE CENTER OF A ROAD CROSSING,
 PF0140'25.1 FEET EAST OF THE EAST RAIL, AND 3 FEET WEST OF THE
 PF0140'RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1198 ***********************************************************************
 PE1198  DESIGNATION -  D 31
 PE1198  PID         -  PE1198
 PE1198  STATE/COUNTY-  ME/KENNEBEC
 PE1198  USGS QUAD   -  AUGUSTA (1991)
 PE1198
 PE1198                         *CURRENT SURVEY CONTROL
 PE1198  ___________________________________________________________________
 PE1198* NAD 83(1986)-  44 17 08.     (N)    069 47 15.     (W)     SCALED    
 PE1198* NAVD 88     -        16.941  (meters)      55.58   (feet)  ADJUSTED  
 PE1198  ___________________________________________________________________
 PE1198  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 PE1198  DYNAMIC HT  -          16.939 (meters)      55.57  (feet)  COMP
 PE1198  MODELED GRAV-     980,522.1   (mgal)                       NAVD 88
 PE1198
 PE1198  VERT ORDER  -  SECOND    CLASS 0
 PE1198
 PE1198.The horizontal coordinates were scaled from a topographic map and have
 PE1198.an estimated accuracy of +/- 6 seconds.
 PE1198
 PE1198.The orthometric height was determined by differential leveling
 PE1198.and adjusted by the National Geodetic Survey in June 1991..
 PE1198.WARNING-Repeat measurements at this control monument indicate possible
 PE1198.vertical movement.
 PE1198
 PE1198.The geoid height was determined by GEOID03.
 PE1198
 PE1198.The dynamic height is computed by dividing the NAVD 88
 PE1198.geopotential number by the normal gravity value computed on the
 PE1198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1198.degrees latitude (g = 980.6199 gals.).
 PE1198
 PE1198.The modeled gravity was interpolated from observed gravity values.
 PE1198
 PE1198;                    North         East    Units  Estimated Accuracy
 PE1198;SPC ME W     -   161,410.      930,260.      MT  (+/- 180 meters Scaled)
 PE1198
 PE1198                          SUPERSEDED SURVEY CONTROL
 PE1198
 PE1198  NGVD 29 (??/??/92)   17.149  (m)           56.26   (f) ADJ UNCH    2 0
 PE1198
 PE1198.Superseded values are not recommended for survey control.
 PE1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1198.See file dsdata.txt to determine how the superseded data were derived.
 PE1198
 PE1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK371038(NAD 83)
 PE1198_MARKER: DB = BENCH MARK DISK
 PE1198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1198_STAMPING: D 31 1935
 PE1198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1198+STABILITY: SURFACE MOTION
 PE1198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE1198+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2006
 PE1198
 PE1198  HISTORY     - Date     Condition        Report By
 PE1198  HISTORY     - 1935     MONUMENTED       CGS
 PE1198  HISTORY     - 1962     GOOD             NGS
 PE1198  HISTORY     - 1975     GOOD             NGS
 PE1198  HISTORY     - 19910409 GOOD             USPSQD
 PE1198  HISTORY     - 20021015 GOOD             USPSQD
 PE1198  HISTORY     - 20060210 GOOD             USPSQD
 PE1198
 PE1198                          STATION DESCRIPTION
 PE1198
 PE1198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PE1198'AT HALLOWELL.
 PE1198'AT HALLOWELL, ALONG THE MAINE CENTRAL RAILROAD, NEAR THE CROSSING
 PE1198'OF WINTHROP STREET, 19.2 FEET SOUTHEAST OF THE SOUTHEAST RAIL
 PE1198'OF THE MAIN TRACK, 49 FEET NORTHEAST OF THE CENTER LINE OF
 PE1198'WINTHROP STREET, 59 FEET NORTHWEST OF THE WEST CORNER OF THE
 PE1198'LOADING PLATFORM OF THE POST OFFICE BUILDING, 79.6 FEET
 PE1198'NORTHWEST OF BENCH MARK F 153, ABOUT LEVEL WITH THE TRACK AND
 PE1198'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE
 PE1198'LEVEL OF THE GROUND.
 PE1198
 PE1198                          STATION RECOVERY (1975)
 PE1198
 PE1198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 PE1198'RECOVERED IN GOOD CONDITION.
 PE1198
 PE1198                          STATION RECOVERY (1991)
 PE1198
 PE1198'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 PE1198'RECOVERED IN GOOD CONDITION.
 PE1198
 PE1198                          STATION RECOVERY (2002)
 PE1198
 PE1198'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMW)
 PE1198'THE MARK IS NOW FLUSH WITH THE GROUND. IT IS ABOUT 6 FEET FROM POWER
 PE1198'POLE 4.1
 PE1198
 PE1198                          STATION RECOVERY (2006)
 PE1198
 PE1198'RECOVERY NOTE BY US POWER SQUADRON 2006 (AHE)
 PE1198'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0741 ***********************************************************************
 PE0741  DESIGNATION -  D 32
 PE0741  PID         -  PE0741
 PE0741  STATE/COUNTY-  ME/PENOBSCOT
 PE0741  USGS QUAD   -  CORINNA (1982)
 PE0741
 PE0741                         *CURRENT SURVEY CONTROL
 PE0741  ___________________________________________________________________
 PE0741* NAD 83(1986)-  44 55 17.     (N)    069 15 38.     (W)     SCALED    
 PE0741* NAVD 88     -        70.567  (meters)     231.52   (feet)  ADJUSTED  
 PE0741  ___________________________________________________________________
 PE0741  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 PE0741  DYNAMIC HT  -          70.564 (meters)     231.51  (feet)  COMP
 PE0741  MODELED GRAV-     980,576.7   (mgal)                       NAVD 88
 PE0741
 PE0741  VERT ORDER  -  SECOND    CLASS 0
 PE0741
 PE0741.The horizontal coordinates were scaled from a topographic map and have
 PE0741.an estimated accuracy of +/- 6 seconds.
 PE0741
 PE0741.The orthometric height was determined by differential leveling
 PE0741.and adjusted by the National Geodetic Survey in June 1991..
 PE0741
 PE0741.The geoid height was determined by GEOID03.
 PE0741
 PE0741.The dynamic height is computed by dividing the NAVD 88
 PE0741.geopotential number by the normal gravity value computed on the
 PE0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0741.degrees latitude (g = 980.6199 gals.).
 PE0741
 PE0741.The modeled gravity was interpolated from observed gravity values.
 PE0741
 PE0741;                    North         East    Units  Estimated Accuracy
 PE0741;SPC ME E     -   139,690.      239,960.      MT  (+/- 180 meters Scaled)
 PE0741
 PE0741                          SUPERSEDED SURVEY CONTROL
 PE0741
 PE0741  NGVD 29 (??/??/92)   70.768  (m)          232.18   (f) ADJ UNCH    2 0
 PE0741
 PE0741.Superseded values are not recommended for survey control.
 PE0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0741.See file dsdata.txt to determine how the superseded data were derived.
 PE0741
 PE0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK794742(NAD 83)
 PE0741_MARKER: DB = BENCH MARK DISK
 PE0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0741_STAMPING: D 32 1935
 PE0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0741+STABILITY: SURFACE MOTION
 PE0741
 PE0741  HISTORY     - Date     Condition        Report By
 PE0741  HISTORY     - 1935     MONUMENTED       CGS
 PE0741  HISTORY     - 1955     MARK NOT FOUND   USGS
 PE0741  HISTORY     - 1979     MARK NOT FOUND   USGS
 PE0741
 PE0741                          STATION DESCRIPTION
 PE0741
 PE0741'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 PE0741'AT CORINNA.
 PE0741'AT CORINNA, 100 YARDS NORTHEAST OF THE CENTER OF THE INTERSECTION
 PE0741'OF MAIN STREET AND THE MAINE CENTRAL RAILROAD, 50 YARDS SOUTHWEST
 PE0741'OF THE STATION, 57.5 FEET EAST OF THE EAST RAIL OF THE MAIN
 PE0741'TRACK, 16.5 FEET EAST OF THE EAST RAIL OF A SIDE TRACK, 17.8 FEET
 PE0741'NORTHEAST OF THE SOUTHWEST CORNER OF THE METHODIST CHURCH, AND
 PE0741'6.6 FEET NORTHWEST OF AN ANGLE FORMED BY THE BUILDING.  A
 PE0741'STANDARD DISK STAMPED D 32 1935 AND SET IN THE TOP OF A CONCRETE
 PE0741'POST FLUSH WITH THE GROUND.  NOTE-- USGS REMARKS-- DESCRIPTION
 PE0741'ABOVE WOULD PUT THE BENCH MARK INSIDE THE CHURCH.  BM CANNOT BE
 PE0741'FOUND SINCE A FOOT OF FILL HAS BEEN PLACED OVER THE APPROXIMATE
 PE0741'LOCATION OF THE BENCH MARK.
 PE0741
 PE0741                          STATION RECOVERY (1979)
 PE0741
 PE0741'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PE0741'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0796 ***********************************************************************
 QG0796  DESIGNATION -  D 33
 QG0796  PID         -  QG0796
 QG0796  STATE/COUNTY-  ME/PISCATAQUIS
 QG0796  USGS QUAD   -  MONSON WEST (1989)
 QG0796
 QG0796                         *CURRENT SURVEY CONTROL
 QG0796  ___________________________________________________________________
 QG0796* NAD 83(1986)-  45 21 54.     (N)    069 37 05.     (W)     SCALED    
 QG0796* NAVD 88     -       317.613  (meters)    1042.04   (feet)  ADJUSTED  
 QG0796  ___________________________________________________________________
 QG0796  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 QG0796  DYNAMIC HT  -         317.599 (meters)    1041.99  (feet)  COMP
 QG0796  MODELED GRAV-     980,561.2   (mgal)                       NAVD 88
 QG0796
 QG0796  VERT ORDER  -  FIRST     CLASS II
 QG0796
 QG0796.The horizontal coordinates were scaled from a topographic map and have
 QG0796.an estimated accuracy of +/- 6 seconds.
 QG0796
 QG0796.The orthometric height was determined by differential leveling
 QG0796.and adjusted by the National Geodetic Survey in June 1991..
 QG0796
 QG0796.The geoid height was determined by GEOID03.
 QG0796
 QG0796.The dynamic height is computed by dividing the NAVD 88
 QG0796.geopotential number by the normal gravity value computed on the
 QG0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0796.degrees latitude (g = 980.6199 gals.).
 QG0796
 QG0796.The modeled gravity was interpolated from observed gravity values.
 QG0796
 QG0796;                    North         East    Units  Estimated Accuracy
 QG0796;SPC ME E     -   189,310.      212,420.      MT  (+/- 180 meters Scaled)
 QG0796
 QG0796                          SUPERSEDED SURVEY CONTROL
 QG0796
 QG0796  NGVD 29 (??/??/92)  317.780  (m)         1042.58   (f) ADJ UNCH    1 2
 QG0796
 QG0796.Superseded values are not recommended for survey control.
 QG0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0796.See file dsdata.txt to determine how the superseded data were derived.
 QG0796
 QG0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL515236(NAD 83)
 QG0796_MARKER: DB = BENCH MARK DISK
 QG0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0796_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0796_STAMPING: D 33 1935
 QG0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0796+STABILITY: SURFACE MOTION
 QG0796
 QG0796  HISTORY     - Date     Condition        Report By
 QG0796  HISTORY     - 1935     MONUMENTED       CGS
 QG0796  HISTORY     - 1978     GOOD             NGS
 QG0796
 QG0796                          STATION DESCRIPTION
 QG0796
 QG0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QG0796'AT SHIRLEY.
 QG0796'AT SHIRLEY, PISCATAQUIS COUNTY, 200 FEET SOUTH OF THE SOUTH SIDE
 QG0796'OF THE BANGOR AND AROOSTOOK RAILROAD STATION, 6 POLES SOUTH OF
 QG0796'MILEPOST 42, 31.5 FEET NORTH OF A SIDE TRACK SWITCH FLAG, AND 11.9
 QG0796'FEET EAST OF THE EAST RAIL.  A STANDARD DISK, STAMPED D 33 1935
 QG0796'AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 QG0796
 QG0796                          STATION RECOVERY (1978)
 QG0796
 QG0796'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0796'0.1 MILE EAST ALONG A PAVED ROAD FROM THE SHIRLEY MILLS TOWN HALL,
 QG0796'THENCE 0.05 MILE SOUTH ALONG A GRAVEL ROAD FROM A POINT 0.1 MILE
 QG0796'WEST OF THE Y JUNCTION OF 2 PAVED ROADS, 359 FT SOUTH OF THE
 QG0796'CENTER LINE OF THE PAVED ROAD, 410 FT SOUTH OF BENCH MARK F 179,
 QG0796'268 FT SOUTH OF THE EAST CORNER OF A SMALL WOOD FRAME SHINGLED
 QG0796'BUILDING, 14.5 FT EAST OF THE CENTER LINE OF THE GRAVEL ROAD,
 QG0796'25.6 FT NORTHEAST OF THE NORTHEAST CORNER OF THE NORTH END OF
 QG0796'THE WEST BANK OF A SMALL ROCK CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0740 ***********************************************************************
 QG0740  DESIGNATION -  D 34 RESET 1972
 QG0740  PID         -  QG0740
 QG0740  STATE/COUNTY-  ME/PISCATAQUIS
 QG0740  USGS QUAD   -  SANGERVILLE (1984)
 QG0740
 QG0740                         *CURRENT SURVEY CONTROL
 QG0740  ___________________________________________________________________
 QG0740* NAD 83(1986)-  45 11 14.     (N)    069 15 07.     (W)     SCALED    
 QG0740* NAVD 88     -       116.851  (meters)     383.37   (feet)  ADJUSTED  
 QG0740  ___________________________________________________________________
 QG0740  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 QG0740  DYNAMIC HT  -         116.848 (meters)     383.36  (feet)  COMP
 QG0740  MODELED GRAV-     980,590.1   (mgal)                       NAVD 88
 QG0740
 QG0740  VERT ORDER  -  FIRST     CLASS II
 QG0740
 QG0740.The horizontal coordinates were scaled from a topographic map and have
 QG0740.an estimated accuracy of +/- 6 seconds.
 QG0740
 QG0740.The orthometric height was determined by differential leveling
 QG0740.and adjusted by the National Geodetic Survey in June 1991..
 QG0740
 QG0740.The geoid height was determined by GEOID03.
 QG0740
 QG0740.The dynamic height is computed by dividing the NAVD 88
 QG0740.geopotential number by the normal gravity value computed on the
 QG0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0740.degrees latitude (g = 980.6199 gals.).
 QG0740
 QG0740.The modeled gravity was interpolated from observed gravity values.
 QG0740
 QG0740;                    North         East    Units  Estimated Accuracy
 QG0740;SPC ME E     -   169,220.      240,910.      MT  (+/- 180 meters Scaled)
 QG0740
 QG0740                          SUPERSEDED SURVEY CONTROL
 QG0740
 QG0740  NGVD 29 (??/??/??)  117.02   (m)          383.9    (f) RESET       3  
 QG0740
 QG0740.Superseded values are not recommended for survey control.
 QG0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0740.See file dsdata.txt to determine how the superseded data were derived.
 QG0740
 QG0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL802037(NAD 83)
 QG0740_MARKER: DB = BENCH MARK DISK
 QG0740_SETTING: 66 = SET IN ROCK OUTCROP
 QG0740_SP_SET: BEDROCK
 QG0740_STAMPING: D 34 RESET 1972
 QG0740_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0740+STABILITY: POSITION/ELEVATION WELL
 QG0740
 QG0740  HISTORY     - Date     Condition        Report By
 QG0740  HISTORY     - 1972     MONUMENTED       SCS
 QG0740  HISTORY     - 1978     GOOD             NGS
 QG0740  HISTORY     - 19950710 MARK NOT FOUND   USPSQD
 QG0740
 QG0740                          STATION DESCRIPTION
 QG0740
 QG0740'DESCRIBED BY SOIL CONSERVATION SERVICE 1972
 QG0740'1.2 MI W FROM DOVER-FOXCROFT.
 QG0740'1.2 MILES WEST ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 QG0740'THE STATION AT DOVER-FOXCROFT, AT THE CROSSING OF RAUR ROAD,
 QG0740'51 FEET NORTH OF THE NORTH RAIL OF THE MAINE CENTRAL RAILROAD
 QG0740'(FORMERLY BANGOR AND AROOSTOOK RAILROAD), AND 19 FEET EAST
 QG0740'OF THE CENTER LINE OF RAUR ROAD IN THE TOP OF AN OUTCROP OF
 QG0740'BEDROCK.
 QG0740
 QG0740                          STATION RECOVERY (1978)
 QG0740
 QG0740'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0740'1.2 MILES WEST ALONG STATE HIGHWAY 6 FROM ITS JUNCTION WITH STATE
 QG0740'HIGHWAY 15, THENCE 0.25 MILE NORTH-NORTHEAST ALONG THE MAINE CENTRAL
 QG0740'RAILROAD TO THE CROSSING OF A NORTH-SOUTH DIRT ROAD, 51.0 FT. NORTH-
 QG0740'LINE OF THE DIRT ROAD, A STANDARD CGS BENCH MARK DISC, ESTABLISHED
 QG0740'BY THE U.S. SOIL CONSERVATION SERVICE.
 QG0740
 QG0740                          STATION RECOVERY (1995)
 QG0740
 QG0740'RECOVERY NOTE BY US POWER SQUADRON 1995
 QG0740'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0512 ***********************************************************************
 PE0512  DESIGNATION -  D 35
 PE0512  PID         -  PE0512
 PE0512  STATE/COUNTY-  ME/PENOBSCOT
 PE0512  USGS QUAD   -  OLD TOWN (1988)
 PE0512
 PE0512                         *CURRENT SURVEY CONTROL
 PE0512  ___________________________________________________________________
 PE0512* NAD 83(1986)-  44 52 54.     (N)    068 39 58.     (W)     SCALED    
 PE0512* NAVD 88     -        22.978  (meters)      75.39   (feet)  ADJUSTED  
 PE0512  ___________________________________________________________________
 PE0512  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 PE0512  DYNAMIC HT  -          22.977 (meters)      75.38  (feet)  COMP
 PE0512  MODELED GRAV-     980,588.9   (mgal)                       NAVD 88
 PE0512
 PE0512  VERT ORDER  -  SECOND    CLASS 0
 PE0512
 PE0512.The horizontal coordinates were scaled from a topographic map and have
 PE0512.an estimated accuracy of +/- 6 seconds.
 PE0512
 PE0512.The orthometric height was determined by differential leveling
 PE0512.and adjusted by the National Geodetic Survey in June 1991..
 PE0512
 PE0512.The geoid height was determined by GEOID03.
 PE0512
 PE0512.The dynamic height is computed by dividing the NAVD 88
 PE0512.geopotential number by the normal gravity value computed on the
 PE0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0512.degrees latitude (g = 980.6199 gals.).
 PE0512
 PE0512.The modeled gravity was interpolated from observed gravity values.
 PE0512
 PE0512;                    North         East    Units  Estimated Accuracy
 PE0512;SPC ME E     -   135,010.      286,880.      MT  (+/- 180 meters Scaled)
 PE0512
 PE0512                          SUPERSEDED SURVEY CONTROL
 PE0512
 PE0512  NGVD 29 (??/??/92)   23.186  (m)           76.07   (f) ADJ UNCH    2 0
 PE0512
 PE0512.Superseded values are not recommended for survey control.
 PE0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0512.See file dsdata.txt to determine how the superseded data were derived.
 PE0512
 PE0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK263698(NAD 83)
 PE0512_MARKER: DB = BENCH MARK DISK
 PE0512_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE0512_SP_SET: WALL
 PE0512_STAMPING: D 35 1935
 PE0512_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE0512
 PE0512  HISTORY     - Date     Condition        Report By
 PE0512  HISTORY     - 1935     MONUMENTED       CGS
 PE0512  HISTORY     - 1984     GOOD             USPSQD
 PE0512  HISTORY     - 1988     GOOD             USPSQD
 PE0512  HISTORY     - 1989     GOOD             USPSQD
 PE0512  HISTORY     - 1990     GOOD             USPSQD
 PE0512
 PE0512                          STATION DESCRIPTION
 PE0512
 PE0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE0512'AT ORONO.
 PE0512'AT ORONO, PENOBSCOT COUNTY, 120 YARDS NORTH OF THE NORTH END
 PE0512'OF THE MAINE CENTRAL RAILROAD STATION, IN THE TOP OF THE
 PE0512'CONCRETE HEADWALL OF A PAPER MILL BLOCK UNDERPASS, IN THE
 PE0512'CENTER OF THE WALL, 2 FEET FROM THE NORTH END, AND 4.1 FEET
 PE0512'EAST OF THE EAST RAIL.  A STANDARD DISK, STAMPED D 35 1935.
 PE0512
 PE0512                          STATION RECOVERY (1984)
 PE0512
 PE0512'RECOVERY NOTE BY US POWER SQUADRON 1984
 PE0512'THE STATION IS NOW GONE, THE UNDERPASS HAS BEEN FILLED IN AND IS NO
 PE0512'LONGER IN USE, THE MARK IS NOW 12 FEET EAST OF THE EAST RAIL DUE TO
 PE0512'THE REALIGNMENT OF TRACKS, the mark is 215 feet north of mile post p
 PE0512'145. REALIGNMENT OF TRACKS, the mark is 215 feet north of mile post p
 PE0512'145.
 PE0512
 PE0512                          STATION RECOVERY (1988)
 PE0512
 PE0512'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE0512'RECOVERED IN GOOD CONDITION.
 PE0512
 PE0512                          STATION RECOVERY (1989)
 PE0512
 PE0512'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELG)
 PE0512'RECOVERED IN GOOD CONDITION.
 PE0512
 PE0512                          STATION RECOVERY (1990)
 PE0512
 PE0512'RECOVERY NOTE BY US POWER SQUADRON 1990 (ELG)
 PE0512'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0233 ***********************************************************************
 QG0233  DESIGNATION -  D 36
 QG0233  PID         -  QG0233
 QG0233  STATE/COUNTY-  ME/PENOBSCOT
 QG0233  USGS QUAD   -  LINCOLN CENTER (1988)
 QG0233
 QG0233                         *CURRENT SURVEY CONTROL
 QG0233  ___________________________________________________________________
 QG0233* NAD 83(1986)-  45 29 07.     (N)    068 22 36.     (W)     SCALED    
 QG0233* NAVD 88     -        64.454  (meters)     211.46   (feet)  ADJUSTED  
 QG0233  ___________________________________________________________________
 QG0233  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 QG0233  DYNAMIC HT  -          64.455 (meters)     211.47  (feet)  COMP
 QG0233  MODELED GRAV-     980,634.7   (mgal)                       NAVD 88
 QG0233
 QG0233  VERT ORDER  -  FIRST     CLASS II
 QG0233
 QG0233.The horizontal coordinates were scaled from a topographic map and have
 QG0233.an estimated accuracy of +/- 6 seconds.
 QG0233
 QG0233.The orthometric height was determined by differential leveling
 QG0233.and adjusted by the National Geodetic Survey in June 1991..
 QG0233.WARNING-Repeat measurements at this control monument indicate possible
 QG0233.vertical movement.
 QG0233
 QG0233.The geoid height was determined by GEOID03.
 QG0233
 QG0233.The dynamic height is computed by dividing the NAVD 88
 QG0233.geopotential number by the normal gravity value computed on the
 QG0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0233.degrees latitude (g = 980.6199 gals.).
 QG0233
 QG0233.The modeled gravity was interpolated from observed gravity values.
 QG0233
 QG0233;                    North         East    Units  Estimated Accuracy
 QG0233;SPC ME E     -   202,080.      309,640.      MT  (+/- 180 meters Scaled)
 QG0233
 QG0233                          SUPERSEDED SURVEY CONTROL
 QG0233
 QG0233  NGVD 29 (??/??/92)   64.617  (m)          212.00   (f) ADJ UNCH    1 2
 QG0233
 QG0233.Superseded values are not recommended for survey control.
 QG0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0233.See file dsdata.txt to determine how the superseded data were derived.
 QG0233
 QG0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL487370(NAD 83)
 QG0233_MARKER: DB = BENCH MARK DISK
 QG0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0233_STAMPING: D 36 1935
 QG0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0233+STABILITY: SURFACE MOTION
 QG0233
 QG0233  HISTORY     - Date     Condition        Report By
 QG0233  HISTORY     - 1935     MONUMENTED       CGS
 QG0233  HISTORY     - 1978     GOOD             NGS
 QG0233  HISTORY     - 1978     GOOD             NGS
 QG0233  HISTORY     - 1978     GOOD             NGS
 QG0233  HISTORY     - 19860422 MARK NOT FOUND   USPSQD
 QG0233
 QG0233                          STATION DESCRIPTION
 QG0233
 QG0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QG0233'0.2 MI W FROM WINN.
 QG0233'ABOUT 0.2 MILE WEST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 QG0233'STATION AT WINN, PENOBSCOT COUNTY, 17 FEET WEST OF MILEPOST
 QG0233'P 192, 40 FEET WEST OF THE CENTER OF A TOWN ROAD-CROSSING, 19
 QG0233'FEET SOUTH OF THE SOUTH RAIL, AND 6 FEET EAST OF A CROSSING
 QG0233'SIGN.  A STANDARD DISK, STAMPED D 36 1935 AND SET IN THE TOP OF A
 QG0233'CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 QG0233
 QG0233                          STATION RECOVERY (1978)
 QG0233
 QG0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0233'0.1 MILES NORTHWEST ALONG A PAVED ROAD LEADING NORTHWEST FROM U.S.
 QG0233'HIGHWAY 2 AT THE POST OFFICE AT WINN TO A T-JUNCTION OF A PAVED ROAD
 QG0233'LEADING NORTHEAST AND SOUTHWEST, THENCE 0.1 MILES SOUTHWEST ALONG THE
 QG0233'PAVED ROAD TO A RAILROAD CROSSING AND MILE POST P 192, 128.0 FT.
 QG0233'WEST OF THE RAILROAD CROSSING, 40.7 FT. WEST OF A TELEPHONE POLE
 QG0233'WITH ONE GUY WIRE TO THE GROUND, 10.1 FT. NORTHEAST OF POWER POLE 5
 QG0233'WITH ONE LIGHT AND ONE GUY WIRE TO THE GROUND, 24.6 FT. NORTH-
 QG0233'NORTHWEST OF THE CENTER LINE OF THE ROAD, 18.3 SOUTH OF THE SOUTH
 QG0233'RAIL, 16.9 FT. WEST OF MILE POST P 192.
 QG0233
 QG0233                          STATION RECOVERY (1978)
 QG0233
 QG0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0233'0.1 MILES NORTHWEST ALONG A PAVED ROAD LEADING NORTHWEST FROM U.S.
 QG0233'HIGHWAY 2 AT THE POST OFFICE AT WINN TO A T-JUNCTION OF A PAVED ROAD
 QG0233'LEADING NORTHEAST AND SOUTHWEST, THENCE 0.1 MILES SOUTHWEST ALONG THE
 QG0233'PAVED ROAD TO A RAILROAD CROSSING AND MILE POST P 192, 128.0 FT.
 QG0233'WEST OF THE RAILROAD CROSSING, 40.7 FT. WEST OF A TELEPHONE POLE
 QG0233'WITH ONE GUY WIRE TO THE GROUND, 10.1 FT. NORTHEAST OF POWER POLE 5
 QG0233'WITH ONE LIGHT AND ONE GUY WIRE TO THE GROUND, 24.6 FT. NORTH-
 QG0233'NORTHWEST OF THE CENTER LINE OF THE ROAD, 18.3 SOUTH OF THE SOUTH
 QG0233'RAIL, 16.9 FT. WEST OF MILE POST P 192.
 QG0233
 QG0233                          STATION RECOVERY (1978)
 QG0233
 QG0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0233'0.1 MILES NORTHWEST ALONG A PAVED ROAD LEADING NORTHWEST FROM U.S.
 QG0233'HIGHWAY 2 AT THE POST OFFICE AT WINN TO A T-JUNCTION OF A PAVED ROAD
 QG0233'LEADING NORTHEAST AND SOUTHWEST, THENCE 0.1 MILES SOUTHWEST ALONG THE
 QG0233'PAVED ROAD TO A RAILROAD CROSSING AND MILE POST P 192, 128.0 FT.
 QG0233'WEST OF THE RAILROAD CROSSING, 40.7 FT. WEST OF A TELEPHONE POLE
 QG0233'WITH ONE GUY WIRE TO THE GROUND, 10.1 FT. NORTHEAST OF POWER POLE 5
 QG0233'WITH ONE LIGHT AND ONE GUY WIRE TO THE GROUND, 24.6 FT. NORTH-
 QG0233'NORTHWEST OF THE CENTER LINE OF THE ROAD, 18.3 SOUTH OF THE SOUTH
 QG0233'RAIL, 16.9 FT. WEST OF MILE POST P 192.
 QG0233
 QG0233                          STATION RECOVERY (1986)
 QG0233
 QG0233'RECOVERY NOTE BY US POWER SQUADRON 1986 (WRM)
 QG0233'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0791 ***********************************************************************
 PE0791  DESIGNATION -  D 37
 PE0791  PID         -  PE0791
 PE0791  STATE/COUNTY-  ME/WALDO
 PE0791  USGS QUAD   -  UNITY (1982)
 PE0791
 PE0791                         *CURRENT SURVEY CONTROL
 PE0791  ___________________________________________________________________
 PE0791* NAD 83(1986)-  44 36 07.     (N)    069 17 45.     (W)     SCALED    
 PE0791* NAVD 88     -        74.517  (meters)     244.48   (feet)  ADJUSTED  
 PE0791  ___________________________________________________________________
 PE0791  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 PE0791  DYNAMIC HT  -          74.512 (meters)     244.46  (feet)  COMP
 PE0791  MODELED GRAV-     980,546.8   (mgal)                       NAVD 88
 PE0791
 PE0791  VERT ORDER  -  SECOND    CLASS 0
 PE0791
 PE0791.The horizontal coordinates were scaled from a topographic map and have
 PE0791.an estimated accuracy of +/- 6 seconds.
 PE0791
 PE0791.The orthometric height was determined by differential leveling
 PE0791.and adjusted by the National Geodetic Survey in June 1991..
 PE0791
 PE0791.The geoid height was determined by GEOID03.
 PE0791
 PE0791.The dynamic height is computed by dividing the NAVD 88
 PE0791.geopotential number by the normal gravity value computed on the
 PE0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0791.degrees latitude (g = 980.6199 gals.).
 PE0791
 PE0791.The modeled gravity was interpolated from observed gravity values.
 PE0791
 PE0791;                    North         East    Units  Estimated Accuracy
 PE0791;SPC ME E     -   104,220.      236,820.      MT  (+/- 180 meters Scaled)
 PE0791
 PE0791                          SUPERSEDED SURVEY CONTROL
 PE0791
 PE0791  NGVD 29 (??/??/92)   74.730  (m)          245.18   (f) ADJ UNCH    2 0
 PE0791
 PE0791.Superseded values are not recommended for survey control.
 PE0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0791.See file dsdata.txt to determine how the superseded data were derived.
 PE0791
 PE0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK765387(NAD 83)
 PE0791_MARKER: DB = BENCH MARK DISK
 PE0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0791_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0791_STAMPING: D 37 1935
 PE0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0791+STABILITY: SURFACE MOTION
 PE0791
 PE0791  HISTORY     - Date     Condition        Report By
 PE0791  HISTORY     - 1935     MONUMENTED       CGS
 PE0791  HISTORY     - 1979     MARK NOT FOUND   USGS
 PE0791
 PE0791                          STATION DESCRIPTION
 PE0791
 PE0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE0791'1.6 MI SE FROM UNITY.
 PE0791'1.6 MILES SOUTHEAST ALONG THE BELFAST AND MOOSEHEAD LAKE RAILROAD
 PE0791'FROM THE STATION AT UNITY, WALDO COUNTY, ABOUT 0.3 MILE NORTHWEST
 PE0791'OF MILEPOST B 23, ABOUT 108 YARDS WEST OF THE CENTER OF THE
 PE0791'CROSSING OF STATE HIGHWAY 139, 25 FEET SOUTHWEST OF THE SOUTHWEST
 PE0791'RAIL, AND 4 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 PE0791'DISK, STAMPED D 37 1935 AND SET IN THE TOP OF A CONCRETE POST
 PE0791'PROJECTING ABOUT 5 INCHES ABOVE GROUND.
 PE0791
 PE0791                          STATION RECOVERY (1979)
 PE0791
 PE0791'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PE0791'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0493 ***********************************************************************
 PE0493  DESIGNATION -  D 38
 PE0493  PID         -  PE0493
 PE0493  STATE/COUNTY-  ME/PENOBSCOT
 PE0493  USGS QUAD   -  CHEMO POND (1970)
 PE0493
 PE0493                         *CURRENT SURVEY CONTROL
 PE0493  ___________________________________________________________________
 PE0493* NAD 83(1986)-  44 48 41.     (N)    068 37 10.     (W)     SCALED    
 PE0493* NAVD 88     -        89.368  (meters)     293.20   (feet)  ADJUSTED  
 PE0493  ___________________________________________________________________
 PE0493  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 PE0493  DYNAMIC HT  -          89.364 (meters)     293.19  (feet)  COMP
 PE0493  MODELED GRAV-     980,572.2   (mgal)                       NAVD 88
 PE0493
 PE0493  VERT ORDER  -  SECOND    CLASS 0
 PE0493
 PE0493.The horizontal coordinates were scaled from a topographic map and have
 PE0493.an estimated accuracy of +/- 6 seconds.
 PE0493
 PE0493.The orthometric height was determined by differential leveling
 PE0493.and adjusted by the National Geodetic Survey in June 1991..
 PE0493
 PE0493.The geoid height was determined by GEOID03.
 PE0493
 PE0493.The dynamic height is computed by dividing the NAVD 88
 PE0493.geopotential number by the normal gravity value computed on the
 PE0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0493.degrees latitude (g = 980.6199 gals.).
 PE0493
 PE0493.The modeled gravity was interpolated from observed gravity values.
 PE0493
 PE0493;                    North         East    Units  Estimated Accuracy
 PE0493;SPC ME E     -   127,190.      290,550.      MT  (+/- 180 meters Scaled)
 PE0493
 PE0493                          SUPERSEDED SURVEY CONTROL
 PE0493
 PE0493  NGVD 29 (??/??/92)   89.572  (m)          293.87   (f) ADJ UNCH    2 0
 PE0493
 PE0493.Superseded values are not recommended for survey control.
 PE0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0493.See file dsdata.txt to determine how the superseded data were derived.
 PE0493
 PE0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK300620(NAD 83)
 PE0493_MARKER: DB = BENCH MARK DISK
 PE0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0493_STAMPING: D 38 1935
 PE0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0493+STABILITY: SURFACE MOTION
 PE0493
 PE0493  HISTORY     - Date     Condition        Report By
 PE0493  HISTORY     - 1935     MONUMENTED       CGS
 PE0493  HISTORY     - 1953     GOOD             NGS
 PE0493
 PE0493                          STATION DESCRIPTION
 PE0493
 PE0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 PE0493'4.2 MI E FROM EDDINGTON.
 PE0493'ABOUT 4.2 MILES EAST ALONG STATE HIGHWAY 9 FROM THE JUNCTION OF
 PE0493'STATE HIGHWAY 178 AT EDDINGTON, ABOUT 2.25 MILES NORTHWEST OF
 PE0493'THE JUNCTION OF STATE HGHWAY 175 AT EAST EDDINGTON, ABOUT 1.0
 PE0493'MILE SOUTHEAST OF A CEMETERY, 22 FEET SOUTHWEST OF CENTER LINE
 PE0493'OF HIGHWAY, 127 FEET WEST AND ACROSS HIGHWAY FROM WEST CORNER
 PE0493'OF A 2-STORY FRAME HOUSE, 44 FEET NORTHWEST OF NORTH CORNER OF A
 PE0493'SMALL CORNER OF A 2-STORY FRAME HOUSE, 44 FEET NORTHWEST OF NORTH
 PE0493'CORNER OF A SMALL BARN, 3 FEET NORTHWEST OF POWER POLE NO.
 PE0493'BHE-BE-205, IN LINE WITH ROW OF POLES, 119 FEET EAST-SOUTHEAST
 PE0493'OF A LONE APPLE TREE WHICH IS IN CENTER OF A CLEARING, ABOUT
 PE0493'LEVEL WITH HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 PE0493'PROJECTING 4 INCHES.  NOTE- MARK LEANS SLIGHTLY TO THE NORTHEAST
 PE0493'BUT POST IS SOLID AND DOES NOT APPEAR TO HAVE BEEN DISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0494 ***********************************************************************
 PE0494  DESIGNATION -  D 38 RESET 1963
 PE0494  PID         -  PE0494
 PE0494  STATE/COUNTY-  ME/PENOBSCOT
 PE0494  USGS QUAD   -  CHEMO POND (1970)
 PE0494
 PE0494                         *CURRENT SURVEY CONTROL
 PE0494  ___________________________________________________________________
 PE0494* NAD 83(1986)-  44 48 41.     (N)    068 37 10.     (W)     SCALED    
 PE0494* NAVD 88     -        89.18   (meters)     292.6    (feet)  RESET     
 PE0494  ___________________________________________________________________
 PE0494  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 PE0494
 PE0494  VERT ORDER  -  THIRD
 PE0494
 PE0494.The horizontal coordinates were scaled from a topographic map and have
 PE0494.an estimated accuracy of +/- 6 seconds.
 PE0494
 PE0494.The orthometric height was computed from unverified reset data.
 PE0494
 PE0494.The geoid height was determined by GEOID03.
 PE0494
 PE0494;                    North         East    Units  Estimated Accuracy
 PE0494;SPC ME E     -   127,190.      290,550.      MT  (+/- 180 meters Scaled)
 PE0494
 PE0494                          SUPERSEDED SURVEY CONTROL
 PE0494
 PE0494  NGVD 29 (??/??/??)   89.39   (m)          293.3    (f) RESET       3  
 PE0494
 PE0494.Superseded values are not recommended for survey control.
 PE0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0494.See file dsdata.txt to determine how the superseded data were derived.
 PE0494
 PE0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK300620(NAD 83)
 PE0494_MARKER: DD = SURVEY DISK
 PE0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0494_STAMPING: D 38 RESET 1963
 PE0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0494+STABILITY: SURFACE MOTION
 PE0494
 PE0494  HISTORY     - Date     Condition        Report By
 PE0494  HISTORY     - 1963     MONUMENTED       MEHD
 PE0494  HISTORY     - 1963     GOOD             NGS
 PE0494  HISTORY     - 20050517 MARK NOT FOUND   MEGS
 PE0494
 PE0494                          STATION DESCRIPTION
 PE0494
 PE0494'DESCRIBED BY MAINE HIGHWAY DEPARTMENT (NOW MEDT) 1963
 PE0494'4.2 MI E FROM EDDINGTON.
 PE0494'4.2 MILES EAST ALONG STATE HIGHWAY 9 FROM THE JUNCTION OF
 PE0494'STATE HIGHWAY 178 AT EDDINGTON, PENOBSCOT COUNTY, 2.2 MILES
 PE0494'NORTHWEST OF THE JUNCTION OF STATE HIGHWAY 175 AT EAST EDDINGTON,
 PE0494'1.0 MILE SOUTHEAST OF A CEMETERY 134 FEET WEST ACROSS THE
 PE0494'HIGHWAY FROM THE WEST CORNER OF A TWO-STORY FRAME HOUSE, 117
 PE0494'FEET SOUTHEAST OF A LONE APPLE TREE IN THE MIDDLE OF A CLEARING,
 PE0494'35 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND SET IN
 PE0494'THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE THE
 PE0494'GROUND.
 PE0494
 PE0494                          STATION RECOVERY (1963)
 PE0494
 PE0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 PE0494'RECOVERED IN GOOD CONDITION.
 PE0494
 PE0494                          STATION RECOVERY (2005)
 PE0494
 PE0494'RECOVERY NOTE BY MAINE GEODETIC SURVEY 2005 (HEN)
 PE0494'LOOKED FOR, NOT FOUND.  PERHAPS DESTROYED BECAUSE OF HOUSING
 PE0494'CONSTRUCTION OVER THE YEARS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0167 ***********************************************************************
 PE0167  DESIGNATION -  D 39 RESET 1971
 PE0167  PID         -  PE0167
 PE0167  STATE/COUNTY-  ME/HANCOCK
 PE0167  USGS QUAD   -  ROCKY POND (1987)
 PE0167
 PE0167                         *CURRENT SURVEY CONTROL
 PE0167  ___________________________________________________________________
 PE0167* NAD 83(1986)-  44 50 02.     (N)    068 12 12.     (W)     SCALED    
 PE0167* NAVD 88     -       136.17   (meters)     446.8    (feet)  RESET     
 PE0167  ___________________________________________________________________
 PE0167  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 PE0167
 PE0167  VERT ORDER  -  THIRD
 PE0167
 PE0167.The horizontal coordinates were scaled from a topographic map and have
 PE0167.an estimated accuracy of +/- 6 seconds.
 PE0167
 PE0167.The orthometric height was computed from unverified reset data.
 PE0167
 PE0167.The geoid height was determined by GEOID03.
 PE0167
 PE0167;                    North         East    Units  Estimated Accuracy
 PE0167;SPC ME E     -   129,730.      323,460.      MT  (+/- 180 meters Scaled)
 PE0167
 PE0167                          SUPERSEDED SURVEY CONTROL
 PE0167
 PE0167  NGVD 29 (??/??/??)  136.36   (m)          447.4    (f) RESET       3  
 PE0167
 PE0167.Superseded values are not recommended for survey control.
 PE0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0167.See file dsdata.txt to determine how the superseded data were derived.
 PE0167
 PE0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK629648(NAD 83)
 PE0167_MARKER: DD = SURVEY DISK
 PE0167_SETTING: 80 = SET IN A BOULDER
 PE0167_SP_SET: BOULDER
 PE0167_STAMPING: D 39 RESET 1971
 PE0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0167+STABILITY: SURFACE MOTION
 PE0167
 PE0167  HISTORY     - Date     Condition        Report By
 PE0167  HISTORY     - 1971     MONUMENTED       MEHD
 PE0167
 PE0167                          STATION DESCRIPTION
 PE0167
 PE0167'DESCRIBED BY MAINE HIGHWAY DEPARTMENT (NOW MEDT) 1971
 PE0167'8.3 MI W FROM BEDDINGTON.
 PE0167'8.3 MILES WEST ALONG STATE HIGHWAY 9 FROM THE POST OFFICE AT
 PE0167'BEDDINGTON, 353 FEET WEST OF THE OSBORN (TOWNSHIP 22 MARYLAND)
 PE0167'MARKER POST, 295 FEET EAST OF A 15 INCH CULVERT, 39 FEET NORTH
 PE0167'OF THE CENTER LINE OF STATE HIGHWAY 9, 12 FEET SOUTH OF A 24 INCH
 PE0167'ELM TREE AND SET IN THE TOP OF A GRANITE BOULDER 2 FEET ABOVE
 PE0167'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0160 ***********************************************************************
 PF0160  DESIGNATION -  D 4
 PF0160  PID         -  PF0160
 PF0160  STATE/COUNTY-  ME/OXFORD
 PF0160  USGS QUAD   -  BETHEL (1970)
 PF0160
 PF0160                         *CURRENT SURVEY CONTROL
 PF0160  ___________________________________________________________________
 PF0160* NAD 83(1986)-  44 24 42.     (N)    070 46 51.     (W)     SCALED    
 PF0160* NAVD 88     -       197.594  (meters)     648.27   (feet)  ADJUSTED  
 PF0160  ___________________________________________________________________
 PF0160  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 PF0160  DYNAMIC HT  -         197.568 (meters)     648.19  (feet)  COMP
 PF0160  MODELED GRAV-     980,484.4   (mgal)                       NAVD 88
 PF0160
 PF0160  VERT ORDER  -  FIRST     CLASS II
 PF0160
 PF0160.The horizontal coordinates were scaled from a topographic map and have
 PF0160.an estimated accuracy of +/- 6 seconds.
 PF0160
 PF0160.The orthometric height was determined by differential leveling
 PF0160.and adjusted by the National Geodetic Survey in June 1991..
 PF0160.WARNING-Repeat measurements at this control monument indicate possible
 PF0160.vertical movement.
 PF0160
 PF0160.The geoid height was determined by GEOID03.
 PF0160
 PF0160.The dynamic height is computed by dividing the NAVD 88
 PF0160.geopotential number by the normal gravity value computed on the
 PF0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0160.degrees latitude (g = 980.6199 gals.).
 PF0160
 PF0160.The modeled gravity was interpolated from observed gravity values.
 PF0160
 PF0160;                    North         East    Units  Estimated Accuracy
 PF0160;SPC ME W     -   175,540.      851,080.      MT  (+/- 180 meters Scaled)
 PF0160
 PF0160                          SUPERSEDED SURVEY CONTROL
 PF0160
 PF0160  NGVD 29 (??/??/92)  197.790  (m)          648.92   (f) ADJ UNCH    1 2
 PF0160
 PF0160.Superseded values are not recommended for survey control.
 PF0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0160.See file dsdata.txt to determine how the superseded data were derived.
 PF0160
 PF0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK582191(NAD 83)
 PF0160_MARKER: DB = BENCH MARK DISK
 PF0160_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PF0160_SP_SET: ABUTMENT
 PF0160_STAMPING: D 4 1922
 PF0160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0160
 PF0160  HISTORY     - Date     Condition        Report By
 PF0160  HISTORY     - 1922     MONUMENTED       CGS
 PF0160  HISTORY     - 1934     GOOD             NGS
 PF0160  HISTORY     - 1978     GOOD             NGS
 PF0160
 PF0160                          STATION DESCRIPTION
 PF0160
 PF0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PF0160'0.5 MI E FROM BETHEL.
 PF0160'0.5 MILE EAST ALONG THE GRAND TRUNK RAILWAY FROM BETHEL, OXFORD
 PF0160'COUNTY, AT THE BRIDGE OVER ALDER RIVER, IN THE TOP OF THE NORTH
 PF0160'END OF THE WEST ABUTMENT, AND 9 FEET NORTH OF THE NORTH RAIL.
 PF0160
 PF0160                          STATION RECOVERY (1978)
 PF0160
 PF0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PF0160'10.7 FT. NORTH OF THE NORTH RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0410 ***********************************************************************
 PD0410  DESIGNATION -  D 40
 PD0410  PID         -  PD0410
 PD0410  STATE/COUNTY-  ME/WASHINGTON
 PD0410  USGS QUAD   -  WESLEY (1990)
 PD0410
 PD0410                         *CURRENT SURVEY CONTROL
 PD0410  ___________________________________________________________________
 PD0410* NAD 83(1986)-  44 55 58.     (N)    067 44 36.     (W)     SCALED    
 PD0410* NAVD 88     -        75.747  (meters)     248.51   (feet)  ADJUSTED  
 PD0410  ___________________________________________________________________
 PD0410  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 PD0410  DYNAMIC HT  -          75.742 (meters)     248.50  (feet)  COMP
 PD0410  MODELED GRAV-     980,557.2   (mgal)                       NAVD 88
 PD0410
 PD0410  VERT ORDER  -  SECOND    CLASS 0
 PD0410
 PD0410.The horizontal coordinates were scaled from a topographic map and have
 PD0410.an estimated accuracy of +/- 6 seconds.
 PD0410
 PD0410.The orthometric height was determined by differential leveling
 PD0410.and adjusted by the National Geodetic Survey in June 1991..
 PD0410
 PD0410.The geoid height was determined by GEOID03.
 PD0410
 PD0410.The dynamic height is computed by dividing the NAVD 88
 PD0410.geopotential number by the normal gravity value computed on the
 PD0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0410.degrees latitude (g = 980.6199 gals.).
 PD0410
 PD0410.The modeled gravity was interpolated from observed gravity values.
 PD0410
 PD0410;                    North         East    Units  Estimated Accuracy
 PD0410;SPC ME E     -   140,950.      359,730.      MT  (+/- 180 meters Scaled)
 PD0410
 PD0410                          SUPERSEDED SURVEY CONTROL
 PD0410
 PD0410  NGVD 29 (??/??/92)   75.939  (m)          249.14   (f) ADJ UNCH    2 0
 PD0410
 PD0410.Superseded values are not recommended for survey control.
 PD0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0410.See file dsdata.txt to determine how the superseded data were derived.
 PD0410
 PD0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK991762(NAD 83)
 PD0410_MARKER: DB = BENCH MARK DISK
 PD0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PD0410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PD0410_STAMPING: D 40 1935
 PD0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0410+STABILITY: SURFACE MOTION
 PD0410
 PD0410  HISTORY     - Date     Condition        Report By
 PD0410  HISTORY     - 1935     MONUMENTED       CGS
 PD0410
 PD0410                          STATION DESCRIPTION
 PD0410
 PD0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PD0410'4 MI W FROM WESLEY.
 PD0410'4.0 MILES WEST ALONG STATE HIGHWAY 9 FROM THE JUNCTION OF STATE
 PD0410'HIGHWAY 192 AT WESLEY, WASHINGTON COUNTY, 35 FEET WEST OF THE
 PD0410'CENTERLINE OF A ROAD LEADING TO A DESERTED FARMHOUSE, 21 FEET
 PD0410'WEST OF THE NORTHEAST CORNER OF A ROCK WALL, AND 25 FEET SOUTH
 PD0410'OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED D
 PD0410'40 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 10
 PD0410'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0048 ***********************************************************************
 QF0048  DESIGNATION -  D 41
 QF0048  PID         -  QF0048
 QF0048  STATE/COUNTY-  ME/WASHINGTON
 QF0048  USGS QUAD   -  MEDDYBEMPS LAKE WEST (1987)
 QF0048
 QF0048                         *CURRENT SURVEY CONTROL
 QF0048  ___________________________________________________________________
 QF0048* NAD 83(1986)-  45 06 46.     (N)    067 25 09.     (W)     SCALED    
 QF0048* NAVD 88     -        75.884  (meters)     248.96   (feet)  ADJUSTED  
 QF0048  ___________________________________________________________________
 QF0048  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 QF0048  DYNAMIC HT  -          75.883 (meters)     248.96  (feet)  COMP
 QF0048  MODELED GRAV-     980,601.2   (mgal)                       NAVD 88
 QF0048
 QF0048  VERT ORDER  -  SECOND    CLASS 0
 QF0048
 QF0048.The horizontal coordinates were scaled from a topographic map and have
 QF0048.an estimated accuracy of +/- 6 seconds.
 QF0048
 QF0048.The orthometric height was determined by differential leveling
 QF0048.and adjusted by the National Geodetic Survey in June 1991..
 QF0048
 QF0048.The geoid height was determined by GEOID03.
 QF0048
 QF0048.The dynamic height is computed by dividing the NAVD 88
 QF0048.geopotential number by the normal gravity value computed on the
 QF0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0048.degrees latitude (g = 980.6199 gals.).
 QF0048
 QF0048.The modeled gravity was interpolated from observed gravity values.
 QF0048
 QF0048;                    North         East    Units  Estimated Accuracy
 QF0048;SPC ME E     -   161,240.      385,040.      MT  (+/- 180 meters Scaled)
 QF0048
 QF0048                          SUPERSEDED SURVEY CONTROL
 QF0048
 QF0048.No superseded survey control is available for this station.
 QF0048
 QF0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK243966(NAD 83)
 QF0048_MARKER: DB = BENCH MARK DISK
 QF0048_SETTING: 80 = SET IN A BOULDER
 QF0048_SP_SET: BOULDER
 QF0048_STAMPING: D 41 1935
 QF0048_MARK LOGO: CGS   
 QF0048_MAGNETIC: N = NO MAGNETIC MATERIAL
 QF0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0048+STABILITY: SURFACE MOTION
 QF0048
 QF0048  HISTORY     - Date     Condition        Report By
 QF0048  HISTORY     - 1935     MONUMENTED       CGS
 QF0048  HISTORY     - 19900320 GOOD             MEDT
 QF0048
 QF0048                          STATION DESCRIPTION
 QF0048
 QF0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QF0048'4.4 MI E FROM ALEXANDER.
 QF0048'4.4 MILES EAST ALONG STATE HIGHWAY 9 FROM THE JUNCTION OF A
 QF0048'ROAD LEADING TO SOUTH PRINCETON NEAR ALEXANDER, WASHINGTON COUNTY,
 QF0048'230 YARDS EAST OF THE ALEXANDER-BAILEYVILLE TOWN LINE, 100 FEET
 QF0048'EAST OF THE NORTHEAST CORNER OF A SHINGLE BARN, 38 FEET SOUTH OF
 QF0048'THE CENTER LINE OF THE HIGHWAY, 7 FEET SOUTH OF A FENCE, AND
 QF0048'IN THE TOP OF A LARGE GRANITE BOULDER.  A STANDARD DISK, STAMPED
 QF0048'D 41 1935.
 QF0048
 QF0048                          STATION RECOVERY (1990)
 QF0048
 QF0048'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1990
 QF0048'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF2006 ***********************************************************************
 QF2006  DESIGNATION -  D 41 RESET
 QF2006  PID         -  QF2006
 QF2006  STATE/COUNTY-  ME/WASHINGTON
 QF2006  USGS QUAD   -  MEDDYBEMPS LAKE WEST (1987)
 QF2006
 QF2006                         *CURRENT SURVEY CONTROL
 QF2006  ___________________________________________________________________
 QF2006* NAD 83(1986)-  45 06 46.     (N)    067 25 09.     (W)     SCALED    
 QF2006* NAVD 88     -        76.95   (meters)     252.5    (feet)  RESET     
 QF2006  ___________________________________________________________________
 QF2006  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 QF2006
 QF2006  VERT ORDER  -  THIRD
 QF2006
 QF2006.The horizontal coordinates were scaled from a topographic map and have
 QF2006.an estimated accuracy of +/- 6 seconds.
 QF2006
 QF2006.The orthometric height was computed from unverified reset data.
 QF2006.No vertical observational check was made to the station.
 QF2006
 QF2006.The geoid height was determined by GEOID03.
 QF2006
 QF2006;                    North         East    Units  Estimated Accuracy
 QF2006;SPC ME E     -   161,240.      385,040.      MT  (+/- 180 meters Scaled)
 QF2006
 QF2006                          SUPERSEDED SURVEY CONTROL
 QF2006
 QF2006.No superseded survey control is available for this station.
 QF2006
 QF2006_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK243966(NAD 83)
 QF2006_MARKER: DV = VERTICAL CONTROL DISK
 QF2006_SETTING: 66 = SET IN ROCK OUTCROP
 QF2006_SP_SET: IN DRILL HOLE IN ROCK LEDGE
 QF2006_STAMPING: D 41 RESET 1989
 QF2006_MARK LOGO: NGS   
 QF2006_MAGNETIC: N = NO MAGNETIC MATERIAL
 QF2006_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF2006+STABILITY: POSITION/ELEVATION WELL
 QF2006
 QF2006  HISTORY     - Date     Condition        Report By
 QF2006  HISTORY     - 1989     MONUMENTED       MEDT
 QF2006
 QF2006                          STATION DESCRIPTION
 QF2006
 QF2006'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1989
 QF2006'IN THE TOWN OF BAILEYVILLE, FROM THE ALEXANDER/BAILEYVILLE TOWNLINE,
 QF2006'GO EASTERLY ALONG ROUTE 9 FOR 0.21 MILE (0.34 KM) TO THE BENCH MARK
 QF2006'ON THE LEFT, ALSO CAN BE REACHED FROM THE JUNCTION OF ROUTE 1 AND
 QF2006'ROUTE 9, BY GOING WESTERLY ALONG ROUTE 9 FOR 3.3 MILES (5.3 KM) TO
 QF2006'THE STATION ON THE RIGHT, IN LEDGE ABOUT 4 FEET (1.2 M) ABOVE ROADWAY
 QF2006'ELEVATION ON THE NORTHERLY SIDE OF ROUTE 9, 182 FEET (55.5 M) NORTH
 QF2006'OF THE NEW ROUTE 9 CENTERLINE AT STATION 193+60, 43.6 FEET (13.3 M)
 QF2006'WEST OF AN 18 INCH SPRUCE, 38.5 FEET (11.7 M) EAST-SOUTHEAST OF AN 8
 QF2006'INCH BIRCH, 26.0 FEET (7.9 M) NORTH OF THE CENTERLINE OF THE PRESENT
 QF2006'ROUTE 9, 8.1 FEET (2.5 M) SOUTH OF A 26 INCH PINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0112 ***********************************************************************
 RE0112  DESIGNATION -  D 43
 RE0112  PID         -  RE0112
 RE0112  STATE/COUNTY-  ME/AROOSTOOK
 RE0112  USGS QUAD   -  EASTON (1984)
 RE0112
 RE0112                         *CURRENT SURVEY CONTROL
 RE0112  ___________________________________________________________________
 RE0112* NAD 83(1986)-  46 40 07.     (N)    067 53 58.     (W)     SCALED    
 RE0112* NAVD 88     -       191.595  (meters)     628.59   (feet)  ADJUSTED  
 RE0112  ___________________________________________________________________
 RE0112  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 RE0112  DYNAMIC HT  -         191.614 (meters)     628.65  (feet)  COMP
 RE0112  MODELED GRAV-     980,705.8   (mgal)                       NAVD 88
 RE0112
 RE0112  VERT ORDER  -  SECOND    CLASS 0
 RE0112
 RE0112.The horizontal coordinates were scaled from a topographic map and have
 RE0112.an estimated accuracy of +/- 6 seconds.
 RE0112
 RE0112.The orthometric height was determined by differential leveling
 RE0112.and adjusted by the National Geodetic Survey in June 1991..
 RE0112
 RE0112.The geoid height was determined by GEOID03.
 RE0112
 RE0112.The dynamic height is computed by dividing the NAVD 88
 RE0112.geopotential number by the normal gravity value computed on the
 RE0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0112.degrees latitude (g = 980.6199 gals.).
 RE0112
 RE0112.The modeled gravity was interpolated from observed gravity values.
 RE0112
 RE0112;                    North         East    Units  Estimated Accuracy
 RE0112;SPC ME E     -   333,760.      345,950.      MT  (+/- 180 meters Scaled)
 RE0112
 RE0112                          SUPERSEDED SURVEY CONTROL
 RE0112
 RE0112  NGVD 29 (??/??/92)  191.800  (m)          629.26   (f) ADJ UNCH    2 0
 RE0112
 RE0112.Superseded values are not recommended for survey control.
 RE0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0112.See file dsdata.txt to determine how the superseded data were derived.
 RE0112
 RE0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM841689(NAD 83)
 RE0112_MARKER: DB = BENCH MARK DISK
 RE0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RE0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RE0112_STAMPING: D 43 1935
 RE0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RE0112+STABILITY: SURFACE MOTION
 RE0112
 RE0112  HISTORY     - Date     Condition        Report By
 RE0112  HISTORY     - 1935     MONUMENTED       CGS
 RE0112
 RE0112                          STATION DESCRIPTION
 RE0112
 RE0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RE0112'0.8 MI NE FROM EASTON.
 RE0112'ABOUT 0.8 MILE NORTHEAST ALONG THE BANGOR AND AROOSTOOK RAILROAD
 RE0112'FROM THE STATION AT EASTON, AROOSTOOK COUNTY, ABOUT 0.4 MILE
 RE0112'NORTHEAST OF MILEPOST 4, 26 FEET SOUTHWEST OF THE CENTER OF A
 RE0112'FARM-ROAD CROSSING, 29 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 RE0112'AND 3 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 RE0112'DISK, STAMPED D 43 1935 AND SET IN THE TOP OF A CONCRETE POST
 RE0112'PROJECTING ABOUT 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1152 ***********************************************************************
 PE1152  DESIGNATION -  D 44
 PE1152  PID         -  PE1152
 PE1152  STATE/COUNTY-  ME/KENNEBEC
 PE1152  USGS QUAD   -  AUGUSTA (1991)
 PE1152
 PE1152                         *CURRENT SURVEY CONTROL
 PE1152  ___________________________________________________________________
 PE1152* NAD 83(1986)-  44 19 15.     (N)    069 50 18.     (W)     SCALED    
 PE1152* NAVD 88     -       106.284  (meters)     348.70   (feet)  ADJUSTED  
 PE1152  ___________________________________________________________________
 PE1152  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 PE1152  DYNAMIC HT  -         106.274 (meters)     348.67  (feet)  COMP
 PE1152  MODELED GRAV-     980,528.5   (mgal)                       NAVD 88
 PE1152
 PE1152  VERT ORDER  -  SECOND    CLASS 0
 PE1152
 PE1152.The horizontal coordinates were scaled from a topographic map and have
 PE1152.an estimated accuracy of +/- 6 seconds.
 PE1152
 PE1152.The orthometric height was determined by differential leveling
 PE1152.and adjusted by the National Geodetic Survey in June 1991..
 PE1152
 PE1152.The geoid height was determined by GEOID03.
 PE1152
 PE1152.The dynamic height is computed by dividing the NAVD 88
 PE1152.geopotential number by the normal gravity value computed on the
 PE1152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1152.degrees latitude (g = 980.6199 gals.).
 PE1152
 PE1152.The modeled gravity was interpolated from observed gravity values.
 PE1152
 PE1152;                    North         East    Units  Estimated Accuracy
 PE1152;SPC ME W     -   165,310.      926,190.      MT  (+/- 180 meters Scaled)
 PE1152
 PE1152                          SUPERSEDED SURVEY CONTROL
 PE1152
 PE1152  NGVD 29 (??/??/92)  106.501  (m)          349.41   (f) ADJ UNCH    2 0
 PE1152
 PE1152.Superseded values are not recommended for survey control.
 PE1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1152.See file dsdata.txt to determine how the superseded data were derived.
 PE1152
 PE1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK331078(NAD 83)
 PE1152_MARKER: DB = BENCH MARK DISK
 PE1152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1152_STAMPING: D 44 1935
 PE1152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1152+STABILITY: SURFACE MOTION
 PE1152
 PE1152  HISTORY     - Date     Condition        Report By
 PE1152  HISTORY     - 1935     MONUMENTED       CGS
 PE1152  HISTORY     - 1964     GOOD             NGS
 PE1152  HISTORY     - 1974     GOOD             NGS
 PE1152
 PE1152                          STATION DESCRIPTION
 PE1152
 PE1152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 PE1152'3 MI NW FROM AUGUSTA.
 PE1152'3.0 MILES WEST ALONG STATE HIGHWAY 100 FROM THE STATE CAPITOL
 PE1152'AT AUGUSTA, KENNEBEC COUNTY, 0.4 MILE NORTHWEST OF THE
 PE1152'MANCHESTER-AUGUSTA TOWN LINE, AT THE EAST SLOPE OF A LONG
 PE1152'HILL, 64 YARDS SOUTHEAST OF THE CENTER OF THE JUNCTION OF THE
 PE1152'WEST FORK OF A ROAD LEADING TO MT. VERNON, 30 FEET SOUTHWEST
 PE1152'OF THE CENTERLINE OF THE HIGHWAY, AND 5 FEET NORTHEAST OF A
 PE1152'ROW OF SMALL TREES NORTH OF A SMALL CEMETERY.  A STANDARD DISK,
 PE1152'STAMPED D 44 1935 AND SET IN THE TOP OF A CONCRETE POST LEVEL
 PE1152'WITH THE GROUND.
 PE1152
 PE1152                          STATION RECOVERY (1974)
 PE1152
 PE1152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 PE1152'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1238 ***********************************************************************
 PE1238  DESIGNATION -  D 45
 PE1238  PID         -  PE1238
 PE1238  STATE/COUNTY-  ME/LINCOLN
 PE1238  USGS QUAD   -  EAST PITTSTON (1970)
 PE1238
 PE1238                         *CURRENT SURVEY CONTROL
 PE1238  ___________________________________________________________________
 PE1238* NAD 83(1986)-  44 12 04.     (N)    069 37 43.     (W)     SCALED    
 PE1238* NAVD 88     -        72.421  (meters)     237.60   (feet)  ADJUSTED  
 PE1238  ___________________________________________________________________
 PE1238  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 PE1238  DYNAMIC HT  -          72.414 (meters)     237.58  (feet)  COMP
 PE1238  MODELED GRAV-     980,520.7   (mgal)                       NAVD 88
 PE1238
 PE1238  VERT ORDER  -  SECOND    CLASS 0
 PE1238
 PE1238.The horizontal coordinates were scaled from a topographic map and have
 PE1238.an estimated accuracy of +/- 6 seconds.
 PE1238
 PE1238.The orthometric height was determined by differential leveling
 PE1238.and adjusted by the National Geodetic Survey in June 1991..
 PE1238
 PE1238.The geoid height was determined by GEOID03.
 PE1238
 PE1238.The dynamic height is computed by dividing the NAVD 88
 PE1238.geopotential number by the normal gravity value computed on the
 PE1238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1238.degrees latitude (g = 980.6199 gals.).
 PE1238
 PE1238.The modeled gravity was interpolated from observed gravity values.
 PE1238
 PE1238;                    North         East    Units  Estimated Accuracy
 PE1238;SPC ME W     -   152,100.      943,010.      MT  (+/- 180 meters Scaled)
 PE1238
 PE1238                          SUPERSEDED SURVEY CONTROL
 PE1238
 PE1238  NGVD 29 (??/??/92)   72.632  (m)          238.29   (f) ADJ UNCH    2 0
 PE1238
 PE1238.Superseded values are not recommended for survey control.
 PE1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1238.See file dsdata.txt to determine how the superseded data were derived.
 PE1238
 PE1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ497944(NAD 83)
 PE1238_MARKER: DB = BENCH MARK DISK
 PE1238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1238_STAMPING: D 45 1935
 PE1238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1238+STABILITY: SURFACE MOTION
 PE1238
 PE1238  HISTORY     - Date     Condition        Report By
 PE1238  HISTORY     - 1935     MONUMENTED       CGS
 PE1238  HISTORY     - 1957     MARK NOT FOUND   NGS
 PE1238  HISTORY     - 1970     MARK NOT FOUND   NGS
 PE1238
 PE1238                          STATION DESCRIPTION
 PE1238
 PE1238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 PE1238'2.3 MI NE FROM WHITEFIELD.
 PE1238'2.3 MILES NORTHEAST ALONG STATE HIGHWAY 218 FROM THE KINGS
 PE1238'MILL SCHOOL AT WHITEFIELD, LINCOLN COUNTY, 0.2 MILE NORTHEAST
 PE1238'OF WAYSIDE GARDEN INN, OPPOSITE THE NORTHEAST SIDE OF A FARMHOUSE,
 PE1238'71.5 FEET NORTH OF THE NORTH CORNER OF A BARN, 20 FEET SOUTHEAST
 PE1238'OF THE CENTERLINE OF THE HIGHWAY, IN LINE WITH A ROW OF TREE,
 PE1238'AND 3.5 FEE SOUTH OF A POLE.  A STANDARD DISK, STAMPED D 45 1935
 PE1238'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1/2 FOOT ABOVE
 PE1238'GROUND.
 PE1238
 PE1238                          STATION RECOVERY (1970)
 PE1238
 PE1238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 PE1238'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1265 ***********************************************************************
 PE1265  DESIGNATION -  D 46 RESET 1962
 PE1265  PID         -  PE1265
 PE1265  STATE/COUNTY-  ME/KENNEBEC
 PE1265  USGS QUAD   -  CHINA LAKE (1983)
 PE1265
 PE1265                         *CURRENT SURVEY CONTROL
 PE1265  ___________________________________________________________________
 PE1265* NAD 83(1986)-  44 25 28.     (N)    069 32 34.     (W)     SCALED    
 PE1265* NAVD 88     -        87.86   (meters)     288.3    (feet)  RESET     
 PE1265  ___________________________________________________________________
 PE1265  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 PE1265
 PE1265  VERT ORDER  -  THIRD
 PE1265
 PE1265.The horizontal coordinates were scaled from a topographic map and have
 PE1265.an estimated accuracy of +/- 6 seconds.
 PE1265
 PE1265.The orthometric height was computed from unverified reset data.
 PE1265
 PE1265.The geoid height was determined by GEOID03.
 PE1265
 PE1265;                    North         East    Units  Estimated Accuracy
 PE1265;SPC ME W     -   176,960.      949,680.      MT  (+/- 180 meters Scaled)
 PE1265
 PE1265                          SUPERSEDED SURVEY CONTROL
 PE1265
 PE1265  NGVD 29 (??/??/??)   88.07   (m)          288.9    (f) RESET       3  
 PE1265
 PE1265.Superseded values are not recommended for survey control.
 PE1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1265.See file dsdata.txt to determine how the superseded data were derived.
 PE1265
 PE1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK567191(NAD 83)
 PE1265_MARKER: DB = BENCH MARK DISK
 PE1265_SETTING: 66 = SET IN ROCK OUTCROP
 PE1265_SP_SET: ROCK OUTCROP
 PE1265_STAMPING: D 46 RESET 1962
 PE1265_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1265+STABILITY: POSITION/ELEVATION WELL
 PE1265
 PE1265  HISTORY     - Date     Condition        Report By
 PE1265  HISTORY     - 1962     MONUMENTED       MEHD
 PE1265
 PE1265                          STATION DESCRIPTION
 PE1265
 PE1265'DESCRIBED BY MAINE HIGHWAY DEPARTMENT (NOW MEDT) 1962
 PE1265'2.5 MI NE FROM SOUTH CHINA.
 PE1265'ABOUT 2.5 MILES NORTHEAST ALONG STATE HIGHWAY 9 FROM THE JUNCTION
 PE1265'WITH STATE HIGHWAY 3 AT SOUTH CHINA, ABOUT 0.1 MILE SOUTHWESTERLY
 PE1265'OF THE INTERSECTION OF THE ALDER PARK ROAD, ABOUT 110 FEET
 PE1265'EASTERLY OF THE INLET OF AN 18 INCH METAL CULVERT, ABOUT 80
 PE1265'FEET SOUTHEASTERLY OF THE CENTERLINE OF THE HIGHWAY, AND SET
 PE1265'FLUSH IN A LEDGE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0914 ***********************************************************************
 PE0914  DESIGNATION -  D 47
 PE0914  PID         -  PE0914
 PE0914  STATE/COUNTY-  ME/LINCOLN
 PE0914  USGS QUAD   -  JEFFERSON (1979)
 PE0914
 PE0914                         *CURRENT SURVEY CONTROL
 PE0914  ___________________________________________________________________
 PE0914* NAD 83(1986)-  44 12 55.     (N)    069 23 03.     (W)     SCALED    
 PE0914* NAVD 88     -        73.385  (meters)     240.76   (feet)  ADJUSTED  
 PE0914  ___________________________________________________________________
 PE0914  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 PE0914  DYNAMIC HT  -          73.378 (meters)     240.74  (feet)  COMP
 PE0914  MODELED GRAV-     980,523.7   (mgal)                       NAVD 88
 PE0914
 PE0914  VERT ORDER  -  SECOND    CLASS 0
 PE0914
 PE0914.The horizontal coordinates were scaled from a topographic map and have
 PE0914.an estimated accuracy of +/- 6 seconds.
 PE0914
 PE0914.The orthometric height was determined by differential leveling
 PE0914.and adjusted by the National Geodetic Survey in June 1991..
 PE0914
 PE0914.The geoid height was determined by GEOID03.
 PE0914
 PE0914.The dynamic height is computed by dividing the NAVD 88
 PE0914.geopotential number by the normal gravity value computed on the
 PE0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0914.degrees latitude (g = 980.6199 gals.).
 PE0914
 PE0914.The modeled gravity was interpolated from observed gravity values.
 PE0914
 PE0914;                    North         East    Units  Estimated Accuracy
 PE0914;SPC ME W     -   153,830.      962,530.      MT  (+/- 180 meters Scaled)
 PE0914
 PE0914                          SUPERSEDED SURVEY CONTROL
 PE0914
 PE0914  NGVD 29 (??/??/92)   73.598  (m)          241.46   (f) ADJ UNCH    2 0
 PE0914
 PE0914.Superseded values are not recommended for survey control.
 PE0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0914.See file dsdata.txt to determine how the superseded data were derived.
 PE0914
 PE0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ693958(NAD 83)
 PE0914_MARKER: DB = BENCH MARK DISK
 PE0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0914_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0914_STAMPING: D 47 1935
 PE0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0914+STABILITY: SURFACE MOTION
 PE0914
 PE0914  HISTORY     - Date     Condition        Report By
 PE0914  HISTORY     - 1935     MONUMENTED       CGS
 PE0914
 PE0914                          STATION DESCRIPTION
 PE0914
 PE0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE0914'2.2 MI N FROM NORTH WALDOBORO.
 PE0914'2.2 MILES NORTH ALONG STATE HIGHWAY 220 FROM THE POST OFFICE AT
 PE0914'NORTH WALDOBORO, LINCOLN COUNTY, 0.6 MILE NORTH OF THE
 PE0914'WALDOBORO-WASHINGTON TOWN LINE, 0.4 MILE SOUTH OF A CEMETERY,
 PE0914'AT THE SOUTH SLOPE OF A HILL, 39 FEET SOUTH OF A MAPLE TREE, 29
 PE0914'FEET NORTH OF THE CENTER OF A ROAD JUNCTION, 26 FEET WEST OF THE
 PE0914'CENTERLINE OF THE HIGHWAY, AND 18 FEET NORTHWEST OF THE
 PE0914'NORTHWEST CORNER OF A PLATFORM SURROUNDING A WELL.  A STANDARD
 PE0914'DISK, STAMPED D 47 1935 AND SET IN THE TOP OF A CONCRETE POST
 PE0914'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0943 ***********************************************************************
 PE0943  DESIGNATION -  D 48
 PE0943  PID         -  PE0943
 PE0943  STATE/COUNTY-  ME/WALDO
 PE0943  USGS QUAD   -  LIBERTY (1979)
 PE0943
 PE0943                         *CURRENT SURVEY CONTROL
 PE0943  ___________________________________________________________________
 PE0943* NAD 83(1986)-  44 29 17.     (N)    069 15 56.     (W)     SCALED    
 PE0943* NAVD 88     -       151.696  (meters)     497.69   (feet)  ADJUSTED  
 PE0943  ___________________________________________________________________
 PE0943  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 PE0943  DYNAMIC HT  -         151.683 (meters)     497.65  (feet)  COMP
 PE0943  MODELED GRAV-     980,525.7   (mgal)                       NAVD 88
 PE0943
 PE0943  VERT ORDER  -  SECOND    CLASS 0
 PE0943
 PE0943.The horizontal coordinates were scaled from a topographic map and have
 PE0943.an estimated accuracy of +/- 6 seconds.
 PE0943
 PE0943.The orthometric height was determined by differential leveling
 PE0943.and adjusted by the National Geodetic Survey in June 1991..
 PE0943
 PE0943.The geoid height was determined by GEOID03.
 PE0943
 PE0943.The dynamic height is computed by dividing the NAVD 88
 PE0943.geopotential number by the normal gravity value computed on the
 PE0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0943.degrees latitude (g = 980.6199 gals.).
 PE0943
 PE0943.The modeled gravity was interpolated from observed gravity values.
 PE0943
 PE0943;                    North         East    Units  Estimated Accuracy
 PE0943;SPC ME E     -    91,540.      239,110.      MT  (+/- 180 meters Scaled)
 PE0943
 PE0943                          SUPERSEDED SURVEY CONTROL
 PE0943
 PE0943  NGVD 29 (??/??/92)  151.906  (m)          498.38   (f) ADJ UNCH    2 0
 PE0943
 PE0943.Superseded values are not recommended for survey control.
 PE0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0943.See file dsdata.txt to determine how the superseded data were derived.
 PE0943
 PE0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK788261(NAD 83)
 PE0943_MARKER: DB = BENCH MARK DISK
 PE0943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0943_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0943_STAMPING: D 48 1935
 PE0943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0943+STABILITY: SURFACE MOTION
 PE0943
 PE0943  HISTORY     - Date     Condition        Report By
 PE0943  HISTORY     - 1935     MONUMENTED       CGS
 PE0943
 PE0943                          STATION DESCRIPTION
 PE0943
 PE0943'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE0943'1.6 MI S FROM HALLDALE.
 PE0943'1.6 MILES SOUTH ALONG STATE HIGHWAY 220 FROM HALLDALE, WALDO
 PE0943'COUNTY, 120 YARDS SOUTH OF A CURVE, 63 YARDS SOUTH OF A
 PE0943'CONCRETE CULVERT, 50 YARDS NORTH OF THE NORTH END OF A 10-FOOT
 PE0943'CUT, AND 19 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A
 PE0943'STANDARD DISK, STAMPED D 48 1935 AND SET IN THE TOP OF A CONCRETE
 PE0943'POST PROJECTING 1/2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0966 ***********************************************************************
 PE0966  DESIGNATION -  D 49
 PE0966  PID         -  PE0966
 PE0966  STATE/COUNTY-  ME/KNOX
 PE0966  USGS QUAD   -  SEARSMONT (1988)
 PE0966
 PE0966                         *CURRENT SURVEY CONTROL
 PE0966  ___________________________________________________________________
 PE0966* NAD 83(1986)-  44 18 51.     (N)    069 13 06.     (W)     SCALED    
 PE0966* NAVD 88     -        59.943  (meters)     196.66   (feet)  ADJUSTED  
 PE0966  ___________________________________________________________________
 PE0966  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 PE0966  DYNAMIC HT  -          59.938 (meters)     196.65  (feet)  COMP
 PE0966  MODELED GRAV-     980,538.4   (mgal)                       NAVD 88
 PE0966
 PE0966  VERT ORDER  -  SECOND    CLASS 0
 PE0966
 PE0966.The horizontal coordinates were scaled from a topographic map and have
 PE0966.an estimated accuracy of +/- 6 seconds.
 PE0966
 PE0966.The orthometric height was determined by differential leveling
 PE0966.and adjusted by the National Geodetic Survey in June 1991..
 PE0966
 PE0966.The geoid height was determined by GEOID03.
 PE0966
 PE0966.The dynamic height is computed by dividing the NAVD 88
 PE0966.geopotential number by the normal gravity value computed on the
 PE0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0966.degrees latitude (g = 980.6199 gals.).
 PE0966
 PE0966.The modeled gravity was interpolated from observed gravity values.
 PE0966
 PE0966;                    North         East    Units  Estimated Accuracy
 PE0966;SPC ME E     -    72,190.      242,700.      MT  (+/- 180 meters Scaled)
 PE0966
 PE0966                          SUPERSEDED SURVEY CONTROL
 PE0966
 PE0966  NGVD 29 (??/??/92)   60.158  (m)          197.37   (f) ADJ UNCH    2 0
 PE0966
 PE0966.Superseded values are not recommended for survey control.
 PE0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0966.See file dsdata.txt to determine how the superseded data were derived.
 PE0966
 PE0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK825067(NAD 83)
 PE0966_MARKER: DB = BENCH MARK DISK
 PE0966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0966_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0966_STAMPING: D 49 1935
 PE0966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0966+STABILITY: SURFACE MOTION
 PE0966
 PE0966  HISTORY     - Date     Condition        Report By
 PE0966  HISTORY     - 1935     MONUMENTED       CGS
 PE0966  HISTORY     - 1958     MARK NOT FOUND   NGS
 PE0966
 PE0966                          STATION DESCRIPTION
 PE0966
 PE0966'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 PE0966'2.3 MI NE FROM APPLETON.
 PE0966'2.3 MILES NORTHEAST ALONG STATE HIGHWAY 131 FROM THE JUNCTION
 PE0966'OF STATE HIGHWAY 105 AT APPLETON, KNOX COUNTY, 40 FEET NORTH OF
 PE0966'THE CENTERLINE OF STATE HIGHWAY 105, 28 FEET EAST OF THE
 PE0966'CENTER LINE OF STATE HIGHWAY 131, AND 12 FEET NORTH OF A
 PE0966'HIGHWAY SIGN.  A STANDARD DISK, STAMPED D 49 1935 AND SET IN
 PE0966'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0047 ***********************************************************************
 OC0047  DESIGNATION -  D 5
 OC0047  PID         -  OC0047
 OC0047  STATE/COUNTY-  ME/CUMBERLAND
 OC0047  USGS QUAD   -  YARMOUTH (1975)
 OC0047
 OC0047                         *CURRENT SURVEY CONTROL
 OC0047  ___________________________________________________________________
 OC0047* NAD 83(1986)-  43 51 40.     (N)    070 13 11.     (W)     SCALED    
 OC0047* NAVD 88     -        30.093  (meters)      98.73   (feet)  ADJUSTED  
 OC0047  ___________________________________________________________________
 OC0047  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 OC0047  DYNAMIC HT  -          30.089 (meters)      98.72  (feet)  COMP
 OC0047  MODELED GRAV-     980,502.0   (mgal)                       NAVD 88
 OC0047
 OC0047  VERT ORDER  -  FIRST     CLASS I
 OC0047
 OC0047.The horizontal coordinates were scaled from a topographic map and have
 OC0047.an estimated accuracy of +/- 6 seconds.
 OC0047
 OC0047.The orthometric height was determined by differential leveling
 OC0047.and adjusted by the National Geodetic Survey in June 1991..
 OC0047
 OC0047.The geoid height was determined by GEOID03.
 OC0047
 OC0047.The dynamic height is computed by dividing the NAVD 88
 OC0047.geopotential number by the normal gravity value computed on the
 OC0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0047.degrees latitude (g = 980.6199 gals.).
 OC0047
 OC0047.The modeled gravity was interpolated from observed gravity values.
 OC0047
 OC0047;                    North         East    Units  Estimated Accuracy
 OC0047;SPC ME W     -   114,180.      895,740.      MT  (+/- 180 meters Scaled)
 OC0047
 OC0047                          SUPERSEDED SURVEY CONTROL
 OC0047
 OC0047  NGVD 29 (??/??/92)   30.289  (m)           99.37   (f) ADJ UNCH    1 1
 OC0047
 OC0047.Superseded values are not recommended for survey control.
 OC0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0047.See file dsdata.txt to determine how the superseded data were derived.
 OC0047
 OC0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ019571(NAD 83)
 OC0047_MARKER: DB = BENCH MARK DISK
 OC0047_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC0047_SP_SET: ABUTMENT
 OC0047_STAMPING: D 5 ELEV 99.373 FT 1922
 OC0047_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC0047
 OC0047  HISTORY     - Date     Condition        Report By
 OC0047  HISTORY     - 1922     MONUMENTED       CGS
 OC0047  HISTORY     - 1966     GOOD             NGS
 OC0047  HISTORY     - 1978     GOOD             DOD
 OC0047
 OC0047                          STATION DESCRIPTION
 OC0047
 OC0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 OC0047'0.4 MI N FROM DUNNS.
 OC0047'ABOUT 0.35 MILE NORTH ALONG THE CANADIAN NATIONAL RAILWAY FROM
 OC0047'CROSSING OF STATE HIGHWAY 9 AT DUNNS, AT THE BRIDGE OVER CHANDLER
 OC0047'RIVER, 16.2 FEET EAST OF THE EAST RAIL, ABOUT 3 FEET BELOW
 OC0047'THE LEVEL OF THE TRACK, AND SET IN THE TOP OF THE EAST END OF
 OC0047'THE SOUTH STONE ABUTMENT OF THE BRIDGE.
 OC0047
 OC0047                          STATION RECOVERY (1978)
 OC0047
 OC0047'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 OC0047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0007 ***********************************************************************
 RG0007  DESIGNATION -  D 5
 RG0007  PID         -  RG0007
 RG0007  STATE/COUNTY-  ME/SOMERSET
 RG0007  USGS QUAD   -  DAAQUAM (1987)
 RG0007
 RG0007                         *CURRENT SURVEY CONTROL
 RG0007  ___________________________________________________________________
 RG0007* NAD 83(1986)-  46 32 43.     (N)    070 06 20.     (W)     SCALED    
 RG0007* NAVD 88     -       353.841  (meters)    1160.89   (feet)  ADJUSTED  
 RG0007  ___________________________________________________________________
 RG0007  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 RG0007  DYNAMIC HT  -         353.848 (meters)    1160.92  (feet)  COMP
 RG0007  MODELED GRAV-     980,625.5   (mgal)                       NAVD 88
 RG0007
 RG0007  VERT ORDER  -  SECOND    CLASS 0
 RG0007
 RG0007.The horizontal coordinates were scaled from a topographic map and have
 RG0007.an estimated accuracy of +/- 6 seconds.
 RG0007
 RG0007.The orthometric height was determined by differential leveling
 RG0007.and adjusted by the National Geodetic Survey in June 1991..
 RG0007
 RG0007.The geoid height was determined by GEOID03.
 RG0007
 RG0007.The dynamic height is computed by dividing the NAVD 88
 RG0007.geopotential number by the normal gravity value computed on the
 RG0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RG0007.degrees latitude (g = 980.6199 gals.).
 RG0007
 RG0007.The modeled gravity was interpolated from observed gravity values.
 RG0007
 RG0007;                    North         East    Units  Estimated Accuracy
 RG0007;SPC ME W     -   412,480.      904,690.      MT  (+/- 180 meters Scaled)
 RG0007
 RG0007                          SUPERSEDED SURVEY CONTROL
 RG0007
 RG0007  NGVD 29 (??/??/92)  354.011  (m)         1161.45   (f) ADJ UNCH    2 0
 RG0007
 RG0007.Superseded values are not recommended for survey control.
 RG0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0007.See file dsdata.txt to determine how the superseded data were derived.
 RG0007
 RG0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM152552(NAD 83)
 RG0007_MARKER: DB = BENCH MARK DISK
 RG0007_SETTING: 80 = SET IN A BOULDER
 RG0007_SP_SET: BOULDER
 RG0007_STAMPING: D 5 1953
 RG0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RG0007+STABILITY: SURFACE MOTION
 RG0007
 RG0007  HISTORY     - Date     Condition        Report By
 RG0007  HISTORY     - 1953     MONUMENTED       CGS
 RG0007
 RG0007                          STATION DESCRIPTION
 RG0007
 RG0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RG0007'1.4 MI SW FROM STE JUSTE.
 RG0007'1.4 MILES SOUTHWEST ALONG THE QUEBEC CENTRAL RAILWAY FROM THE
 RG0007'STATION AT STE JUSTE, ABOUT 0.7 MILE NORTHEAST OF CARTER SIDING,
 RG0007'ABOUT 0.85 MILE SOUTHWEST OF A BRIDGE OVER A SMALL STREAM, IN
 RG0007'THE TOP OF A 10 BY 15-FOOT BOULDER, 67 FEET NORTHWEST OF
 RG0007'NORTHWEST RAIL OF TRACK, 20 FEET NORTHWEST OF A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1321 ***********************************************************************
 PE1321  DESIGNATION -  D 51
 PE1321  PID         -  PE1321
 PE1321  STATE/COUNTY-  ME/KENNEBEC
 PE1321  USGS QUAD   -  TOGUS POND (1982)
 PE1321
 PE1321                         *CURRENT SURVEY CONTROL
 PE1321  ___________________________________________________________________
 PE1321* NAD 83(1986)-  44 20 07.     (N)    069 41 10.     (W)     SCALED    
 PE1321* NAVD 88     -       117.084  (meters)     384.13   (feet)  ADJUSTED  
 PE1321  ___________________________________________________________________
 PE1321  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 PE1321  DYNAMIC HT  -         117.074 (meters)     384.10  (feet)  COMP
 PE1321  MODELED GRAV-     980,526.6   (mgal)                       NAVD 88
 PE1321
 PE1321  VERT ORDER  -  SECOND    CLASS 0
 PE1321
 PE1321.The horizontal coordinates were scaled from a topographic map and have
 PE1321.an estimated accuracy of +/- 6 seconds.
 PE1321
 PE1321.The orthometric height was determined by differential leveling
 PE1321.and adjusted by the National Geodetic Survey in June 1991..
 PE1321
 PE1321.The geoid height was determined by GEOID03.
 PE1321
 PE1321.The dynamic height is computed by dividing the NAVD 88
 PE1321.geopotential number by the normal gravity value computed on the
 PE1321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1321.degrees latitude (g = 980.6199 gals.).
 PE1321
 PE1321.The modeled gravity was interpolated from observed gravity values.
 PE1321
 PE1321;                    North         East    Units  Estimated Accuracy
 PE1321;SPC ME W     -   166,980.      938,330.      MT  (+/- 180 meters Scaled)
 PE1321
 PE1321                          SUPERSEDED SURVEY CONTROL
 PE1321
 PE1321  NGVD 29 (??/??/92)  117.299  (m)          384.84   (f) ADJ UNCH    2 0
 PE1321
 PE1321.Superseded values are not recommended for survey control.
 PE1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1321.See file dsdata.txt to determine how the superseded data were derived.
 PE1321
 PE1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK453093(NAD 83)
 PE1321_MARKER: DB = BENCH MARK DISK
 PE1321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1321_STAMPING: D 51 1935
 PE1321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1321+STABILITY: SURFACE MOTION
 PE1321
 PE1321  HISTORY     - Date     Condition        Report By
 PE1321  HISTORY     - 1935     MONUMENTED       CGS
 PE1321  HISTORY     - 1956     MARK NOT FOUND   NGS
 PE1321  HISTORY     - 1979     MARK NOT FOUND   USGS
 PE1321
 PE1321                          STATION DESCRIPTION
 PE1321
 PE1321'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE1321'4.4 MI NE FROM AUGUSTA.
 PE1321'4.4 MILES NORTHEAST ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF
 PE1321'U.S. HIGHWAY 201 AT AUGUSTA, KENNEBEC COUNTY, OPPOSITE THE
 PE1321'MOUNTAIN VIEW FARMHOUSE, 54.8 FEET SOUTH OF A WATER PUMP, 36
 PE1321'FEET WEST OF THE CENTER OF THE JUNCTION OF A ROAD LEADING TO
 PE1321'THE WESTERN VIEW GOLF COURSE, 25 FEET SOUTH OF THE CENTERLINE OF
 PE1321'THE HIGHWAY, AND 4.1 FEET SOUTHWEST OF A POLE.  A STANDARD DISK,
 PE1321'STAMPED D 51 1935 AND SET IN THE TOP OF A CONCRETE POST
 PE1321'PROJECTING 4 INCHES ABOVE GROUND.
 PE1321
 PE1321                          STATION RECOVERY (1956)
 PE1321
 PE1321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 PE1321'MARK NOT FOUND.
 PE1321
 PE1321                          STATION RECOVERY (1979)
 PE1321
 PE1321'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PE1321'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1031 ***********************************************************************
 PE1031  DESIGNATION -  D 52
 PE1031  PID         -  PE1031
 PE1031  STATE/COUNTY-  ME/KNOX
 PE1031  USGS QUAD   -  UNION (1979)
 PE1031
 PE1031                         *CURRENT SURVEY CONTROL
 PE1031  ___________________________________________________________________
 PE1031* NAD 83(1986)-  44 13 49.     (N)    069 20 58.     (W)     SCALED    
 PE1031* NAVD 88     -        49.115  (meters)     161.14   (feet)  ADJUSTED  
 PE1031  ___________________________________________________________________
 PE1031  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 PE1031  DYNAMIC HT  -          49.110 (meters)     161.12  (feet)  COMP
 PE1031  MODELED GRAV-     980,526.9   (mgal)                       NAVD 88
 PE1031
 PE1031  VERT ORDER  -  SECOND    CLASS 0
 PE1031
 PE1031.The horizontal coordinates were scaled from a topographic map and have
 PE1031.an estimated accuracy of +/- 6 seconds.
 PE1031
 PE1031.The orthometric height was determined by differential leveling
 PE1031.and adjusted by the National Geodetic Survey in June 1991..
 PE1031
 PE1031.The geoid height was determined by GEOID03.
 PE1031
 PE1031.The dynamic height is computed by dividing the NAVD 88
 PE1031.geopotential number by the normal gravity value computed on the
 PE1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1031.degrees latitude (g = 980.6199 gals.).
 PE1031
 PE1031.The modeled gravity was interpolated from observed gravity values.
 PE1031
 PE1031;                    North         East    Units  Estimated Accuracy
 PE1031;SPC ME E     -    62,970.      232,140.      MT  (+/- 180 meters Scaled)
 PE1031
 PE1031                          SUPERSEDED SURVEY CONTROL
 PE1031
 PE1031  NGVD 29 (??/??/92)   49.326  (m)          161.83   (f) ADJ UNCH    2 0
 PE1031
 PE1031.Superseded values are not recommended for survey control.
 PE1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1031.See file dsdata.txt to determine how the superseded data were derived.
 PE1031
 PE1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ720975(NAD 83)
 PE1031_MARKER: DB = BENCH MARK DISK
 PE1031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1031_STAMPING: D 52 1935
 PE1031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1031+STABILITY: SURFACE MOTION
 PE1031
 PE1031  HISTORY     - Date     Condition        Report By
 PE1031  HISTORY     - 1935     MONUMENTED       CGS
 PE1031
 PE1031                          STATION DESCRIPTION
 PE1031
 PE1031'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE1031'2 MI SE FROM STICKNEY CORNER.
 PE1031'2.0 MILES SOUTHEAST ALONG STATE HIGHWAY 17 FROM THE INTERSECTION
 PE1031'OF STATE HIGHWAY 220 AT STICKNEY CORNER, KNOX COUNTY, 0.2 MILE
 PE1031'NORTHWEST OF THE WASHINGTON-UNION TOWN LINE, 60 YARDS SOUTHEAST
 PE1031'OF THE SOUTHEAST END OF A 12-FOOT CUT, 104 FEET SOUTHEAST OF A
 PE1031'DRIVE LEADING SOUTH TO A FARMHOUSE, OPPOSITE A CURVE, 30 FEET
 PE1031'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AT THE NORTH CORNER
 PE1031'OF A PASTURE, AND 1 FOOT EAST OF THE CORNER OF A FENCE.  A
 PE1031'STANDARD DISK, STAMPED D 52 1935 AND SET IN THE TOP OF A CONCRETE
 PE1031'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0083 ***********************************************************************
 RE0083  DESIGNATION -  D 57
 RE0083  PID         -  RE0083
 RE0083  STATE/COUNTY-  ME/AROOSTOOK
 RE0083  USGS QUAD   -  LIMESTONE (1978)
 RE0083
 RE0083                         *CURRENT SURVEY CONTROL
 RE0083  ___________________________________________________________________
 RE0083* NAD 83(1986)-  46 54 27.     (N)    067 47 24.     (W)     SCALED    
 RE0083* NAVD 88     -       198.257  (meters)     650.45   (feet)  ADJUSTED  
 RE0083  ___________________________________________________________________
 RE0083  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 RE0083  DYNAMIC HT  -         198.279 (meters)     650.52  (feet)  COMP
 RE0083  MODELED GRAV-     980,720.0   (mgal)                       NAVD 88
 RE0083
 RE0083  VERT ORDER  -  SECOND    CLASS 0
 RE0083
 RE0083.The horizontal coordinates were scaled from a topographic map and have
 RE0083.an estimated accuracy of +/- 6 seconds.
 RE0083
 RE0083.The orthometric height was determined by differential leveling
 RE0083.and adjusted by the National Geodetic Survey in June 1991..
 RE0083
 RE0083.The geoid height was determined by GEOID03.
 RE0083
 RE0083.The dynamic height is computed by dividing the NAVD 88
 RE0083.geopotential number by the normal gravity value computed on the
 RE0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0083.degrees latitude (g = 980.6199 gals.).
 RE0083
 RE0083.The modeled gravity was interpolated from observed gravity values.
 RE0083
 RE0083;                    North         East    Units  Estimated Accuracy
 RE0083;SPC ME E     -   360,390.      354,090.      MT  (+/- 180 meters Scaled)
 RE0083
 RE0083                          SUPERSEDED SURVEY CONTROL
 RE0083
 RE0083  NGVD 29 (??/??/92)  198.461  (m)          651.12   (f) ADJ UNCH    2 0
 RE0083
 RE0083.Superseded values are not recommended for survey control.
 RE0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0083.See file dsdata.txt to determine how the superseded data were derived.
 RE0083
 RE0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM921955(NAD 83)
 RE0083_MARKER: DB = BENCH MARK DISK
 RE0083_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RE0083_SP_SET: BOUNDRY MARKER BASE
 RE0083_STAMPING: D 57 1935
 RE0083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RE0083
 RE0083  HISTORY     - Date     Condition        Report By
 RE0083  HISTORY     - 1935     MONUMENTED       CGS
 RE0083
 RE0083                          STATION DESCRIPTION
 RE0083
 RE0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RE0083'1.8 MI E FROM LIMESTONE.
 RE0083'1.8 MILES EAST ALONG THE INTERNATIONAL BOUNDARY ROAD FROM
 RE0083'THE GRADE SCHOOL AT LIMESTONE, AROOSTOOK COUNTY, AT THE
 RE0083'UNITED STATES-CANADIAN INTERNATIONAL BOUNDARY, AT BOUNDARY MARKER
 RE0083'958, AND IN THE CENTER OF THE WEST FACE OF THE CONCRETE BASE.
 RE0083'A STANDARD DISK, STAMPED D 57 1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0071 ***********************************************************************
 QG0071  DESIGNATION -  D 59
 QG0071  PID         -  QG0071
 QG0071  STATE/COUNTY-  ME/AROOSTOOK
 QG0071  USGS QUAD   -  ALDER BROOK (1989)
 QG0071
 QG0071                         *CURRENT SURVEY CONTROL
 QG0071  ___________________________________________________________________
 QG0071* NAD 83(1986)-  45 48 12.     (N)    068 01 47.     (W)     SCALED    
 QG0071* NAVD 88     -       143.622  (meters)     471.20   (feet)  ADJUSTED  
 QG0071  ___________________________________________________________________
 QG0071  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 QG0071  DYNAMIC HT  -         143.627 (meters)     471.22  (feet)  COMP
 QG0071  MODELED GRAV-     980,648.0   (mgal)                       NAVD 88
 QG0071
 QG0071  VERT ORDER  -  SECOND    CLASS 0
 QG0071
 QG0071.The horizontal coordinates were scaled from a topographic map and have
 QG0071.an estimated accuracy of +/- 6 seconds.
 QG0071
 QG0071.The orthometric height was determined by differential leveling
 QG0071.and adjusted by the National Geodetic Survey in June 1991..
 QG0071
 QG0071.The geoid height was determined by GEOID03.
 QG0071
 QG0071.The dynamic height is computed by dividing the NAVD 88
 QG0071.geopotential number by the normal gravity value computed on the
 QG0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0071.degrees latitude (g = 980.6199 gals.).
 QG0071
 QG0071.The modeled gravity was interpolated from observed gravity values.
 QG0071
 QG0071;                    North         East    Units  Estimated Accuracy
 QG0071;SPC ME E     -   237,520.      336,550.      MT  (+/- 180 meters Scaled)
 QG0071
 QG0071                          SUPERSEDED SURVEY CONTROL
 QG0071
 QG0071  NGVD 29 (??/??/92)  143.794  (m)          471.76   (f) ADJ UNCH    2 0
 QG0071
 QG0071.Superseded values are not recommended for survey control.
 QG0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0071.See file dsdata.txt to determine how the superseded data were derived.
 QG0071
 QG0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL753726(NAD 83)
 QG0071_MARKER: DB = BENCH MARK DISK
 QG0071_SETTING: 80 = SET IN A BOULDER
 QG0071_SP_SET: BOULDER
 QG0071_STAMPING: D 59 1935
 QG0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0071+STABILITY: SURFACE MOTION
 QG0071
 QG0071  HISTORY     - Date     Condition        Report By
 QG0071  HISTORY     - 1935     MONUMENTED       CGS
 QG0071  HISTORY     - 19850530 MARK NOT FOUND   USPSQD
 QG0071
 QG0071                          STATION DESCRIPTION
 QG0071
 QG0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QG0071'2.4 MI SW FROM HAYNESVILLE.
 QG0071'2.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 2A FROM THE BAPTIST CHURCH
 QG0071'AT HAYNESVILLE, AROOSTOOK COUNTY, 0.3 MILE NORTHEAST OF THE
 QG0071'GLENWOOD-HAYNESVILLE TOWN LINE, 110 YARDS WEST OF THE CREST OF A
 QG0071'HILL, ON THE WEST SLOPE, 25 FEET NORTH OF THE CENTERLINE OF THE
 QG0071'HIGHWAY, IN THE CENTER OF THE TOP OF A BOULDER, AND ABOUT 4 FEET
 QG0071'ABOVE THE GROUND.  A STANDARD DISK, STAMPED D 59 1935.
 QG0071
 QG0071                          STATION RECOVERY (1985)
 QG0071
 QG0071'RECOVERY NOTE BY US POWER SQUADRON 1985 (WRM)
 QG0071'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0346 ***********************************************************************
 OC0346  DESIGNATION -  D 6
 OC0346  PID         -  OC0346
 OC0346  STATE/COUNTY-  ME/YORK
 OC0346  USGS QUAD   -  SOMERSWORTH (1998)
 OC0346
 OC0346                         *CURRENT SURVEY CONTROL
 OC0346  ___________________________________________________________________
 OC0346* NAD 83(1986)-  43 15 53.     (N)    070 45 22.     (W)     SCALED    
 OC0346* NAVD 88     -        44.260  (meters)     145.21   (feet)  POSTED    
 OC0346  ___________________________________________________________________
 OC0346  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 OC0346  DYNAMIC HT  -          44.250 (meters)     145.18  (feet)  COMP
 OC0346  MODELED GRAV-     980,452.4   (mgal)                       NAVD 88
 OC0346
 OC0346  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OC0346
 OC0346.The horizontal coordinates were scaled from a topographic map and have
 OC0346.an estimated accuracy of +/- 6 seconds.
 OC0346
 OC0346.The orthometric height was determined by differential leveling
 OC0346.and adjusted by the National Geodetic Survey in 1992..
 OC0346.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OC0346.rate of 0.0 thru 1.0 mm/km.
 OC0346
 OC0346.The geoid height was determined by GEOID03.
 OC0346
 OC0346.The dynamic height is computed by dividing the NAVD 88
 OC0346.geopotential number by the normal gravity value computed on the
 OC0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0346.degrees latitude (g = 980.6199 gals.).
 OC0346
 OC0346.The modeled gravity was interpolated from observed gravity values.
 OC0346
 OC0346;                    North         East    Units  Estimated Accuracy
 OC0346;SPC ME W     -    48,090.      852,150.      MT  (+/- 180 meters Scaled)
 OC0346
 OC0346                          SUPERSEDED SURVEY CONTROL
 OC0346
 OC0346.No superseded survey control is available for this station.
 OC0346
 OC0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH574917(NAD 83)
 OC0346_MARKER: DB = BENCH MARK DISK
 OC0346_SETTING: 66 = SET IN ROCK OUTCROP
 OC0346_SP_SET: ROCK CUT
 OC0346_STAMPING: ELEV 145.931 FT D 6 1923
 OC0346_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC0346+STABILITY: POSITION/ELEVATION WELL
 OC0346
 OC0346  HISTORY     - Date     Condition        Report By
 OC0346  HISTORY     - 1923     MONUMENTED       CGS
 OC0346  HISTORY     - 1966     MARK NOT FOUND   NGS
 OC0346  HISTORY     - 1978     MARK NOT FOUND   DOD
 OC0346
 OC0346                          STATION DESCRIPTION
 OC0346
 OC0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 OC0346'1.6 MI N FROM AGAMENTICUS.
 OC0346'ABOUT 1.6 MILES NORTHEAST ALONG THE BOSTON AND MAINE RAILROAD
 OC0346'FROM THE STATION AT AGMENTICUS, YORK COUNTY, 32 POLES SOUTH
 OC0346'OF BRIDGE 72-26, 15 POLES SOUTH OF MILEPOST B 72 - P 36, 9
 OC0346'RAILS SOUTH OF SIGNAL P 719, IN A ROCK CUT, 90 FEET SOUTH OF
 OC0346'THE NORTH END OF THE CUT, 36 FEET NORTH OF THE SOUTH END, 9 FEET
 OC0346'WEST OF THE WEST RAIL, IN THE ROCK WALL OF THE CUT, AND 1 FOOT
 OC0346'ABOVE THE GROUND.  A STANDARD DISK STAMPED ELEV 145.931 FT D 6
 OC0346'1923 AND SET VERTICALLY.  NOTE-- NEW POLES WITH INCREASED
 OC0346'SPACING HAVE REPLACED THE OLD POLES.
 OC0346
 OC0346                          STATION RECOVERY (1978)
 OC0346
 OC0346'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 OC0346'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0094 ***********************************************************************
 QG0094  DESIGNATION -  D 60 RESET 1937
 QG0094  PID         -  QG0094
 QG0094  STATE/COUNTY-  ME/PENOBSCOT
 QG0094  USGS QUAD   -  MATTAWAMKEAG (1988)
 QG0094
 QG0094                         *CURRENT SURVEY CONTROL
 QG0094  ___________________________________________________________________
 QG0094* NAD 83(1986)-  45 34 04.     (N)    068 19 19.     (W)     SCALED    
 QG0094* NAVD 88     -       141.55   (meters)     464.4    (feet)  RESET     
 QG0094  ___________________________________________________________________
 QG0094  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 QG0094
 QG0094  VERT ORDER  -  THIRD
 QG0094
 QG0094.The horizontal coordinates were scaled from a topographic map and have
 QG0094.an estimated accuracy of +/- 6 seconds.
 QG0094
 QG0094.The orthometric height was computed from unverified reset data.
 QG0094.No vertical observational check was made to the station.
 QG0094
 QG0094.The geoid height was determined by GEOID03.
 QG0094
 QG0094;                    North         East    Units  Estimated Accuracy
 QG0094;SPC ME E     -   211,250.      313,900.      MT  (+/- 180 meters Scaled)
 QG0094
 QG0094                          SUPERSEDED SURVEY CONTROL
 QG0094
 QG0094  NGVD 29 (??/??/??)  141.71   (m)          464.9    (f) RESET       3  
 QG0094
 QG0094.Superseded values are not recommended for survey control.
 QG0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0094.See file dsdata.txt to determine how the superseded data were derived.
 QG0094
 QG0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL529462(NAD 83)
 QG0094_MARKER: DB = BENCH MARK DISK
 QG0094_SETTING: 80 = SET IN A BOULDER
 QG0094_SP_SET: BOULDER
 QG0094_STAMPING: D 60 RESET 1937
 QG0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0094+STABILITY: SURFACE MOTION
 QG0094
 QG0094  HISTORY     - Date     Condition        Report By
 QG0094  HISTORY     - 1937     MONUMENTED       MEHD
 QG0094  HISTORY     - 1978     MARK NOT FOUND   NGS
 QG0094  HISTORY     - 1978     MARK NOT FOUND   NGS
 QG0094  HISTORY     - 1978     MARK NOT FOUND   NGS
 QG0094
 QG0094                          STATION DESCRIPTION
 QG0094
 QG0094'DESCRIBED BY MAINE HIGHWAY DEPARTMENT (NOW MEDT) 1937
 QG0094'4 MI N FROM MATTAWAMKEAG.
 QG0094'4.0 MILES NORTH ALONG U.S. HIGHWAY 2 FROM THE MAINE CENTRAL
 QG0094'RAILROAD STATION AT MATTAWAMKEAG, PENOBSCOT COUNTY, 3.8 MILES NORTH
 QG0094'OF THE CONCRETE BRIDGE IN MATTAWAMKEAG, 265 FEET EAST OF THE
 QG0094'CENTERLINE OF THE HIGHWAY, IN AN ABANDONED FIELD, AND IN THE TOP
 QG0094'OF A LARGE GRANITE BOULDER.
 QG0094
 QG0094                          STATION RECOVERY (1978)
 QG0094
 QG0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0094'MARK SEARCHED FOR BUT NOT RECOVERED.
 QG0094
 QG0094                          STATION RECOVERY (1978)
 QG0094
 QG0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0094'MARK SEARCHED FOR BUT NOT RECOVERED.
 QG0094
 QG0094                          STATION RECOVERY (1978)
 QG0094
 QG0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0094'MARK SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1228 ***********************************************************************
 OC1228  DESIGNATION -  D 600 MEDT
 OC1228  PID         -  OC1228
 OC1228  STATE/COUNTY-  ME/YORK
 OC1228  USGS QUAD   -  KITTERY (1989)
 OC1228
 OC1228                         *CURRENT SURVEY CONTROL
 OC1228  ___________________________________________________________________
 OC1228* NAD 83(1986)-  43 06 43.     (N)    070 44 17.     (W)     SCALED    
 OC1228* NAVD 88     -        14.982  (meters)      49.15   (feet)  ADJUSTED  
 OC1228  ___________________________________________________________________
 OC1228  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 OC1228  DYNAMIC HT  -          14.980 (meters)      49.15  (feet)  COMP
 OC1228  MODELED GRAV-     980,461.3   (mgal)                       NAVD 88
 OC1228
 OC1228  VERT ORDER  -  SECOND    CLASS I
 OC1228
 OC1228.The horizontal coordinates were scaled from a topographic map and have
 OC1228.an estimated accuracy of +/- 6 seconds.
 OC1228
 OC1228.The orthometric height was determined by differential leveling
 OC1228.and adjusted by the National Geodetic Survey in June 1991..
 OC1228
 OC1228.The geoid height was determined by GEOID03.
 OC1228
 OC1228.The dynamic height is computed by dividing the NAVD 88
 OC1228.geopotential number by the normal gravity value computed on the
 OC1228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1228.degrees latitude (g = 980.6199 gals.).
 OC1228
 OC1228.The modeled gravity was interpolated from observed gravity values.
 OC1228
 OC1228;                    North         East    Units  Estimated Accuracy
 OC1228;SPC ME W     -    31,110.      853,500.      MT  (+/- 180 meters Scaled)
 OC1228
 OC1228                          SUPERSEDED SURVEY CONTROL
 OC1228
 OC1228  NGVD 29 (??/??/92)   15.214  (m)           49.91   (f) ADJ UNCH    2 1
 OC1228
 OC1228.Superseded values are not recommended for survey control.
 OC1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1228.See file dsdata.txt to determine how the superseded data were derived.
 OC1228
 OC1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH585747(NAD 83)
 OC1228_MARKER: DD = SURVEY DISK
 OC1228_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC1228_SP_SET: ABUTMENT
 OC1228_STAMPING: D-600 1975
 OC1228_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC1228_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OC1228+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2003
 OC1228
 OC1228  HISTORY     - Date     Condition        Report By
 OC1228  HISTORY     - 1975     MONUMENTED       MEDT
 OC1228  HISTORY     - 1989     GOOD             USPSQD
 OC1228  HISTORY     - 19950913 GOOD             USPSQD
 OC1228  HISTORY     - 20031203 GOOD             EASTOP
 OC1228
 OC1228                          STATION DESCRIPTION
 OC1228
 OC1228'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 OC1228'IN KITTERY.
 OC1228'IN KITTERY AT THE STATE HIGHWAY 101 OVERPASS CROSSING I-95, A DISK SET
 OC1228'FLUSH IN THE TOP OF THE CONCRETE END RAILING WALL ABOVE THE EASTERLY
 OC1228'END OF THE SOUTHERN MOST ABUTMENT, 15.6 FEET NORTHEAST OF AND 3.5 FEET
 OC1228'ABOVE THE CENTERLINE OF STATE HIGHWAY 101.
 OC1228
 OC1228                          STATION RECOVERY (1989)
 OC1228
 OC1228'RECOVERY NOTE BY US POWER SQUADRON 1989 (RSR)
 OC1228'RECOVERED IN GOOD CONDITION.
 OC1228
 OC1228                          STATION RECOVERY (1995)
 OC1228
 OC1228'RECOVERY NOTE BY US POWER SQUADRON 1995
 OC1228'RECOVERED IN GOOD CONDITION.
 OC1228
 OC1228                          STATION RECOVERY (2003)
 OC1228
 OC1228'RECOVERY NOTE BY EASTERN TOPOGRAPHICS 2003 (DJ)
 OC1228'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1229 ***********************************************************************
 OC1229  DESIGNATION -  D 601 MEDT
 OC1229  PID         -  OC1229
 OC1229  STATE/COUNTY-  ME/YORK
 OC1229  USGS QUAD   -  KITTERY (1989)
 OC1229
 OC1229                         *CURRENT SURVEY CONTROL
 OC1229  ___________________________________________________________________
 OC1229* NAD 83(1986)-  43 06 20.     (N)    070 44 32.     (W)     SCALED    
 OC1229* NAVD 88     -         9.529  (meters)      31.26   (feet)  ADJUSTED  
 OC1229  ___________________________________________________________________
 OC1229  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 OC1229  DYNAMIC HT  -           9.528 (meters)      31.26  (feet)  COMP
 OC1229  MODELED GRAV-     980,460.5   (mgal)                       NAVD 88
 OC1229
 OC1229  VERT ORDER  -  SECOND    CLASS I
 OC1229
 OC1229.The horizontal coordinates were scaled from a topographic map and have
 OC1229.an estimated accuracy of +/- 6 seconds.
 OC1229
 OC1229.The orthometric height was determined by differential leveling
 OC1229.and adjusted by the National Geodetic Survey in June 1991..
 OC1229
 OC1229.The geoid height was determined by GEOID03.
 OC1229
 OC1229.The dynamic height is computed by dividing the NAVD 88
 OC1229.geopotential number by the normal gravity value computed on the
 OC1229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1229.degrees latitude (g = 980.6199 gals.).
 OC1229
 OC1229.The modeled gravity was interpolated from observed gravity values.
 OC1229
 OC1229;                    North         East    Units  Estimated Accuracy
 OC1229;SPC ME W     -    30,400.      853,150.      MT  (+/- 180 meters Scaled)
 OC1229
 OC1229                          SUPERSEDED SURVEY CONTROL
 OC1229
 OC1229  NGVD 29 (??/??/92)    9.761  (m)           32.02   (f) ADJ UNCH    2 1
 OC1229
 OC1229.Superseded values are not recommended for survey control.
 OC1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1229.See file dsdata.txt to determine how the superseded data were derived.
 OC1229
 OC1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH582740(NAD 83)
 OC1229_MARKER: DD = SURVEY DISK
 OC1229_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC1229_SP_SET: PIER
 OC1229_STAMPING: D-601 1975
 OC1229_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC1229
 OC1229  HISTORY     - Date     Condition        Report By
 OC1229  HISTORY     - 1975     MONUMENTED       MEDT
 OC1229  HISTORY     - 1989     GOOD             USPSQD
 OC1229
 OC1229                          STATION DESCRIPTION
 OC1229
 OC1229'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 OC1229'IN KITTERY.
 OC1229'IN KITTERY AT THE I-95 NORTHBOUND EXIT RAMP OVERPASS CROSSING U.S.
 OC1229'HIGHWAY 1 SOUTHBOUND.  A DISK SET VERTICALLY ON THE WEST FACE OF THE
 OC1229'NORTHERN MOST 1 OF 2 CONCRETE 3 1/2 X 3 1/2 FOOT PIERS UNDER THE EXIT
 OC1229'RAMP, 33.5 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 1 SOUTHBOUND
 OC1229'AND 3 1/2 FEET ABOVE GROUND.
 OC1229
 OC1229                          STATION RECOVERY (1989)
 OC1229
 OC1229'RECOVERY NOTE BY US POWER SQUADRON 1989 (RSR)
 OC1229'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1230 ***********************************************************************
 OC1230  DESIGNATION -  D 602 MEDT
 OC1230  PID         -  OC1230
 OC1230  STATE/COUNTY-  ME/YORK
 OC1230  USGS QUAD   -  KITTERY (1989)
 OC1230
 OC1230                         *CURRENT SURVEY CONTROL
 OC1230  ___________________________________________________________________
 OC1230* NAD 83(1986)-  43 06 05.     (N)    070 44 44.     (W)     SCALED    
 OC1230* NAVD 88     -        16.740  (meters)      54.92   (feet)  ADJUSTED  
 OC1230  ___________________________________________________________________
 OC1230  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 OC1230  DYNAMIC HT  -          16.737 (meters)      54.91  (feet)  COMP
 OC1230  MODELED GRAV-     980,459.9   (mgal)                       NAVD 88
 OC1230
 OC1230  VERT ORDER  -  SECOND    CLASS I
 OC1230
 OC1230.The horizontal coordinates were scaled from a topographic map and have
 OC1230.an estimated accuracy of +/- 6 seconds.
 OC1230
 OC1230.The orthometric height was determined by differential leveling
 OC1230.and adjusted by the National Geodetic Survey in June 1991..
 OC1230
 OC1230.The geoid height was determined by GEOID03.
 OC1230
 OC1230.The dynamic height is computed by dividing the NAVD 88
 OC1230.geopotential number by the normal gravity value computed on the
 OC1230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1230.degrees latitude (g = 980.6199 gals.).
 OC1230
 OC1230.The modeled gravity was interpolated from observed gravity values.
 OC1230
 OC1230;                    North         East    Units  Estimated Accuracy
 OC1230;SPC ME W     -    29,940.      852,880.      MT  (+/- 180 meters Scaled)
 OC1230
 OC1230                          SUPERSEDED SURVEY CONTROL
 OC1230
 OC1230  NGVD 29 (??/??/92)   16.971  (m)           55.68   (f) ADJ UNCH    2 1
 OC1230
 OC1230.Superseded values are not recommended for survey control.
 OC1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1230.See file dsdata.txt to determine how the superseded data were derived.
 OC1230
 OC1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH579735(NAD 83)
 OC1230_MARKER: DD = SURVEY DISK
 OC1230_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OC1230_SP_SET: CURB
 OC1230_STAMPING: D-602 1975
 OC1230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC1230
 OC1230  HISTORY     - Date     Condition        Report By
 OC1230  HISTORY     - 1975     MONUMENTED       MEDT
 OC1230  HISTORY     - 1989     GOOD             USPSQD
 OC1230  HISTORY     - 19950913 POOR             USPSQD
 OC1230
 OC1230                          STATION DESCRIPTION
 OC1230
 OC1230'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 OC1230'IN KITTERY.
 OC1230'IN KITTERY AT THE STATE ROUTE 236 OVERPASS CROSSING I-95, A DISK SET
 OC1230'FLUSH IN THE WEST END OF THE SOUTH ABUTMENT OF THE OVERPASS, 25.7 FEET
 OC1230'WEST OF STATE HIGHWAY 236 SOUTHBOUND CENTERLINE AND ABOUT 4 INCHES
 OC1230'ABOVE THE SURFACE OF THE HIGHWAY.  ALSO 17.5 FEET NORTHWEST OF LIGHT
 OC1230'POLE DOT K-167, 2.5 FEET WEST OF THE GRANITE CURB ALONG WESTERLY SIDE
 OC1230'OF OVERPASS AND 4.5 FEET SOUTH OF THE SOUTH END OF THE ALUMINUM GUARD
 OC1230'RAIL ALONG THE OVERPASS.
 OC1230
 OC1230                          STATION RECOVERY (1989)
 OC1230
 OC1230'RECOVERY NOTE BY US POWER SQUADRON 1989 (RSR)
 OC1230'RECOVERED IN GOOD CONDITION.
 OC1230
 OC1230                          STATION RECOVERY (1995)
 OC1230
 OC1230'RECOVERY NOTE BY US POWER SQUADRON 1995
 OC1230'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1231 ***********************************************************************
 OC1231  DESIGNATION -  D 603 MEDT
 OC1231  PID         -  OC1231
 OC1231  STATE/COUNTY-  ME/YORK
 OC1231  USGS QUAD   -  KITTERY (1989)
 OC1231
 OC1231                         *CURRENT SURVEY CONTROL
 OC1231  ___________________________________________________________________
 OC1231* NAD 83(1986)-  43 06 08.     (N)    070 44 36.     (W)     SCALED    
 OC1231* NAVD 88     -        13.924  (meters)      45.68   (feet)  ADJUSTED  
 OC1231  ___________________________________________________________________
 OC1231  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 OC1231  DYNAMIC HT  -          13.921 (meters)      45.67  (feet)  COMP
 OC1231  MODELED GRAV-     980,460.2   (mgal)                       NAVD 88
 OC1231
 OC1231  VERT ORDER  -  SECOND    CLASS I
 OC1231
 OC1231.The horizontal coordinates were scaled from a topographic map and have
 OC1231.an estimated accuracy of +/- 6 seconds.
 OC1231
 OC1231.The orthometric height was determined by differential leveling
 OC1231.and adjusted by the National Geodetic Survey in June 1991..
 OC1231
 OC1231.The geoid height was determined by GEOID03.
 OC1231
 OC1231.The dynamic height is computed by dividing the NAVD 88
 OC1231.geopotential number by the normal gravity value computed on the
 OC1231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1231.degrees latitude (g = 980.6199 gals.).
 OC1231
 OC1231.The modeled gravity was interpolated from observed gravity values.
 OC1231
 OC1231;                    North         East    Units  Estimated Accuracy
 OC1231;SPC ME W     -    30,030.      853,060.      MT  (+/- 180 meters Scaled)
 OC1231
 OC1231                          SUPERSEDED SURVEY CONTROL
 OC1231
 OC1231  NGVD 29 (??/??/92)   14.155  (m)           46.44   (f) ADJ UNCH    2 1
 OC1231
 OC1231.Superseded values are not recommended for survey control.
 OC1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1231.See file dsdata.txt to determine how the superseded data were derived.
 OC1231
 OC1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH581736(NAD 83)
 OC1231_MARKER: DD = SURVEY DISK
 OC1231_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OC1231_SP_SET: SIDEWALK
 OC1231_STAMPING: D-603 1975
 OC1231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC1231
 OC1231  HISTORY     - Date     Condition        Report By
 OC1231  HISTORY     - 1975     MONUMENTED       MEDT
 OC1231  HISTORY     - 1989     GOOD             USPSQD
 OC1231  HISTORY     - 19950913 POOR             USPSQD
 OC1231
 OC1231                          STATION DESCRIPTION
 OC1231
 OC1231'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 OC1231'IN KITTERY.
 OC1231'IN KITTERY AT THE U.S. HIGHWAY 1-BYPASS NORTHBOUND OVERPASS CROSSING
 OC1231'STATE HIGHWAY 236, A DISK SET FLUSH IN THE CONCRETE SIDEWALK SECTION
 OC1231'OF THE SOUTHEAST SIDE OF THE OVERPASS ABOUT 14.7 FEET SOUTHEAST OF AND
 OC1231'0.4 FEET ABOVE THE CENTERLINE OF U.S. 1- BYPASS NORTHBOUND, AND ALSO
 OC1231'ABOUT 1 FOOT NORTHWEST OF THE DOUBLE CONCRETE GUARDRAIL POST ON THE
 OC1231'BRIDGE.
 OC1231
 OC1231                          STATION RECOVERY (1989)
 OC1231
 OC1231'RECOVERY NOTE BY US POWER SQUADRON 1989 (RSR)
 OC1231'RECOVERED IN GOOD CONDITION.
 OC1231
 OC1231                          STATION RECOVERY (1995)
 OC1231
 OC1231'RECOVERY NOTE BY US POWER SQUADRON 1995
 OC1231'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1232 ***********************************************************************
 OC1232  DESIGNATION -  D 604 MEDT
 OC1232  PID         -  OC1232
 OC1232  STATE/COUNTY-  ME/YORK
 OC1232  USGS QUAD   -  KITTERY (1989)
 OC1232
 OC1232                         *CURRENT SURVEY CONTROL
 OC1232  ___________________________________________________________________
 OC1232* NAD 83(1986)-  43 05 40.     (N)    070 44 15.     (W)     SCALED    
 OC1232* NAVD 88     -        19.250  (meters)      63.16   (feet)  ADJUSTED  
 OC1232  ___________________________________________________________________
 OC1232  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 OC1232  DYNAMIC HT  -          19.247 (meters)      63.15  (feet)  COMP
 OC1232  MODELED GRAV-     980,460.4   (mgal)                       NAVD 88
 OC1232
 OC1232  VERT ORDER  -  SECOND    CLASS I
 OC1232
 OC1232.The horizontal coordinates were scaled from a topographic map and have
 OC1232.an estimated accuracy of +/- 6 seconds.
 OC1232
 OC1232.The orthometric height was determined by differential leveling
 OC1232.and adjusted by the National Geodetic Survey in June 1991..
 OC1232
 OC1232.The geoid height was determined by GEOID03.
 OC1232
 OC1232.The dynamic height is computed by dividing the NAVD 88
 OC1232.geopotential number by the normal gravity value computed on the
 OC1232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1232.degrees latitude (g = 980.6199 gals.).
 OC1232
 OC1232.The modeled gravity was interpolated from observed gravity values.
 OC1232
 OC1232;                    North         East    Units  Estimated Accuracy
 OC1232;SPC ME W     -    29,170.      853,530.      MT  (+/- 180 meters Scaled)
 OC1232
 OC1232                          SUPERSEDED SURVEY CONTROL
 OC1232
 OC1232  NGVD 29 (??/??/92)   19.481  (m)           63.91   (f) ADJ UNCH    2 1
 OC1232
 OC1232.Superseded values are not recommended for survey control.
 OC1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1232.See file dsdata.txt to determine how the superseded data were derived.
 OC1232
 OC1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH585727(NAD 83)
 OC1232_MARKER: DD = SURVEY DISK
 OC1232_SETTING: 66 = SET IN ROCK OUTCROP
 OC1232_SP_SET: ROCK OUTCROP
 OC1232_STAMPING: D-604 1975
 OC1232_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC1232+STABILITY: POSITION/ELEVATION WELL
 OC1232
 OC1232  HISTORY     - Date     Condition        Report By
 OC1232  HISTORY     - 1975     MONUMENTED       MEDT
 OC1232  HISTORY     - 1989     GOOD             USPSQD
 OC1232
 OC1232                          STATION DESCRIPTION
 OC1232
 OC1232'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 OC1232'IN KITTERY.
 OC1232'IN KITTERY AT THE INTERSECTION OF SHAPLEIGH ROAD (STATE HIGHWAY 236)
 OC1232'AND ROGERS ROAD AND ON LINE WITH THE SOUTHERLY CURB OF DION STREET. A
 OC1232'DISK SET FLUSH IN A SMALL LEDGE OUTCROP PROJECTING ABOUT 1 FOOT IN THE
 OC1232'MOWED TRIANGULAR GRASS AREA FORMED BY SHAPLEIGH ROAD, ROGERS ROAD AND
 OC1232'A BLACKTOP CROSSOVER AREA BETWEEN THE TWO ROADS.  DISK IS 29.6 FEET
 OC1232'WEST OF AND 3.7 FEET ABOVE THE CENTERLINE OF STATE ROUTE 236, 38.1
 OC1232'FEET EAST OF THE CENTERLINE OF ROGERS ROAD AND ABOUT 75 FEET NORTH OF
 OC1232'THE CENTERLINE OF THE CROSSOVER ROAD.
 OC1232
 OC1232                          STATION RECOVERY (1989)
 OC1232
 OC1232'RECOVERY NOTE BY US POWER SQUADRON 1989 (RSR)
 OC1232'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1233 ***********************************************************************
 OC1233  DESIGNATION -  D 605 MEDT
 OC1233  PID         -  OC1233
 OC1233  STATE/COUNTY-  ME/YORK
 OC1233  USGS QUAD   -  KITTERY (1989)
 OC1233
 OC1233                         *CURRENT SURVEY CONTROL
 OC1233  ___________________________________________________________________
 OC1233* NAD 83(1986)-  43 05 16.     (N)    070 44 33.     (W)     SCALED    
 OC1233* NAVD 88     -         9.956  (meters)      32.66   (feet)  ADJUSTED  
 OC1233  ___________________________________________________________________
 OC1233  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 OC1233  DYNAMIC HT  -           9.954 (meters)      32.66  (feet)  COMP
 OC1233  MODELED GRAV-     980,459.4   (mgal)                       NAVD 88
 OC1233
 OC1233  VERT ORDER  -  SECOND    CLASS I
 OC1233
 OC1233.The horizontal coordinates were scaled from a topographic map and have
 OC1233.an estimated accuracy of +/- 6 seconds.
 OC1233
 OC1233.The orthometric height was determined by differential leveling
 OC1233.and adjusted by the National Geodetic Survey in June 1991..
 OC1233
 OC1233.The geoid height was determined by GEOID03.
 OC1233
 OC1233.The dynamic height is computed by dividing the NAVD 88
 OC1233.geopotential number by the normal gravity value computed on the
 OC1233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1233.degrees latitude (g = 980.6199 gals.).
 OC1233
 OC1233.The modeled gravity was interpolated from observed gravity values.
 OC1233
 OC1233;                    North         East    Units  Estimated Accuracy
 OC1233;SPC ME W     -    28,430.      853,110.      MT  (+/- 180 meters Scaled)
 OC1233
 OC1233                          SUPERSEDED SURVEY CONTROL
 OC1233
 OC1233  NGVD 29 (??/??/92)   10.187  (m)           33.42   (f) ADJ UNCH    2 1
 OC1233
 OC1233.Superseded values are not recommended for survey control.
 OC1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1233.See file dsdata.txt to determine how the superseded data were derived.
 OC1233
 OC1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH581720(NAD 83)
 OC1233_MARKER: DD = SURVEY DISK
 OC1233_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC1233_SP_SET: FOUNDATION
 OC1233_STAMPING: D-605 1975
 OC1233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC1233
 OC1233  HISTORY     - Date     Condition        Report By
 OC1233  HISTORY     - 1975     MONUMENTED       MEDT
 OC1233  HISTORY     - 1989     GOOD             USPSQD
 OC1233  HISTORY     - 19950913 GOOD             USPSQD
 OC1233  HISTORY     - 20050512 GOOD             GEOCAC
 OC1233
 OC1233                          STATION DESCRIPTION
 OC1233
 OC1233'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 OC1233'IN KITTERY.
 OC1233'IN KITTERY AT THE KITTERY POST OFFICE ON GOVERNMENT STREET.  A DISK
 OC1233'SET VERTICALLY IN THE FOUNDATION 1 FOOT NORTH OF THE SOUTHEAST CORNER
 OC1233'AND 24.5 FEET NORTHEAST OF AND 0.9 FEET ABOVE THE CENTERLINE OF THE
 OC1233'STREET.
 OC1233
 OC1233                          STATION RECOVERY (1989)
 OC1233
 OC1233'RECOVERY NOTE BY US POWER SQUADRON 1989 (RSR)
 OC1233'RECOVERED IN GOOD CONDITION.
 OC1233
 OC1233                          STATION RECOVERY (1995)
 OC1233
 OC1233'RECOVERY NOTE BY US POWER SQUADRON 1995
 OC1233'RECOVERED IN GOOD CONDITION.
 OC1233
 OC1233                          STATION RECOVERY (2005)
 OC1233
 OC1233'RECOVERY NOTE BY GEOCACHING 2005 (GPC)
 OC1233'THIS BUILDING IS NO LONGER THE KITTERY POST OFFICE, IT IS NOW CALLED
 OC1233'THE STAGE, AND ALSO HAS AN INDIAN RESTURANT.  THE NGS COORDINATES ARE
 OC1233'SCALED, THEY SHOULD BE NAD 83 43 05 137 (N) 070 44 649 (W).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1234 ***********************************************************************
 OC1234  DESIGNATION -  D 606 MEDT
 OC1234  PID         -  OC1234
 OC1234  STATE/COUNTY-  ME/YORK
 OC1234  USGS QUAD   -  PORTSMOUTH (1993)
 OC1234
 OC1234                         *CURRENT SURVEY CONTROL
 OC1234  ___________________________________________________________________
 OC1234* NAD 83(1986)-  43 05 20.     (N)    070 45 15.     (W)     SCALED    
 OC1234* NAVD 88     -        12.375  (meters)      40.60   (feet)  ADJUSTED  
 OC1234  ___________________________________________________________________
 OC1234  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 OC1234  DYNAMIC HT  -          12.373 (meters)      40.59  (feet)  COMP
 OC1234  MODELED GRAV-     980,458.2   (mgal)                       NAVD 88
 OC1234
 OC1234  VERT ORDER  -  SECOND    CLASS I
 OC1234
 OC1234.The horizontal coordinates were scaled from a topographic map and have
 OC1234.an estimated accuracy of +/- 6 seconds.
 OC1234
 OC1234.The orthometric height was determined by differential leveling
 OC1234.and adjusted by the National Geodetic Survey in June 1991..
 OC1234
 OC1234.The geoid height was determined by GEOID03.
 OC1234
 OC1234.The dynamic height is computed by dividing the NAVD 88
 OC1234.geopotential number by the normal gravity value computed on the
 OC1234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1234.degrees latitude (g = 980.6199 gals.).
 OC1234
 OC1234.The modeled gravity was interpolated from observed gravity values.
 OC1234
 OC1234;                    North         East    Units  Estimated Accuracy
 OC1234;SPC ME W     -    28,560.      852,170.      MT  (+/- 180 meters Scaled)
 OC1234
 OC1234                          SUPERSEDED SURVEY CONTROL
 OC1234
 OC1234  NGVD 29 (??/??/92)   12.606  (m)           41.36   (f) ADJ UNCH    2 1
 OC1234
 OC1234.Superseded values are not recommended for survey control.
 OC1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1234.See file dsdata.txt to determine how the superseded data were derived.
 OC1234
 OC1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH572721(NAD 83)
 OC1234_MARKER: DD = SURVEY DISK
 OC1234_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC1234_SP_SET: BRIDGE
 OC1234_STAMPING: D-606 1975
 OC1234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC1234
 OC1234  HISTORY     - Date     Condition        Report By
 OC1234  HISTORY     - 1975     MONUMENTED       MEDT
 OC1234  HISTORY     - 1989     GOOD             USPSQD
 OC1234
 OC1234                          STATION DESCRIPTION
 OC1234
 OC1234'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 OC1234'IN KITTERY.
 OC1234'IN KITTERY AT THE STATE HIGHWAY 103 OVERPASS CROSSING THE B AND M
 OC1234'RAILROAD.  A DISK SET FLUSH ON THE TOP OF THE CURB SECTION OF THE
 OC1234'BRIDGE DIRECTLY UNDER THE NORTHERN END OF THE GUARD RAIL ALONG THE
 OC1234'SOUTHWEST SIDE OF THE BRIDGE.  ALSO 17.6 FEET SOUTHWEST OF AND 1 FOOT
 OC1234'ABOVE THE CENTERLINE OF STATE HIGHWAY 103.
 OC1234
 OC1234                          STATION RECOVERY (1989)
 OC1234
 OC1234'RECOVERY NOTE BY US POWER SQUADRON 1989 (RSR)
 OC1234'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1235 ***********************************************************************
 OC1235  DESIGNATION -  D 607 MEDT
 OC1235  PID         -  OC1235
 OC1235  STATE/COUNTY-  ME/YORK
 OC1235  USGS QUAD   -  PORTSMOUTH (1993)
 OC1235
 OC1235                         *CURRENT SURVEY CONTROL
 OC1235  ___________________________________________________________________
 OC1235* NAD 83(1986)-  43 05 18.     (N)    070 45 31.     (W)     SCALED    
 OC1235* NAVD 88     -        14.387  (meters)      47.20   (feet)  ADJUSTED  
 OC1235  ___________________________________________________________________
 OC1235  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 OC1235  DYNAMIC HT  -          14.385 (meters)      47.19  (feet)  COMP
 OC1235  MODELED GRAV-     980,457.7   (mgal)                       NAVD 88
 OC1235
 OC1235  VERT ORDER  -  SECOND    CLASS I
 OC1235
 OC1235.The horizontal coordinates were scaled from a topographic map and have
 OC1235.an estimated accuracy of +/- 6 seconds.
 OC1235
 OC1235.The orthometric height was determined by differential leveling
 OC1235.and adjusted by the National Geodetic Survey in June 1991..
 OC1235
 OC1235.The geoid height was determined by GEOID03.
 OC1235
 OC1235.The dynamic height is computed by dividing the NAVD 88
 OC1235.geopotential number by the normal gravity value computed on the
 OC1235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1235.degrees latitude (g = 980.6199 gals.).
 OC1235
 OC1235.The modeled gravity was interpolated from observed gravity values.
 OC1235
 OC1235;                    North         East    Units  Estimated Accuracy
 OC1235;SPC ME W     -    28,500.      851,800.      MT  (+/- 180 meters Scaled)
 OC1235
 OC1235                          SUPERSEDED SURVEY CONTROL
 OC1235
 OC1235  NGVD 29 (??/??/92)   14.619  (m)           47.96   (f) ADJ UNCH    2 1
 OC1235
 OC1235.Superseded values are not recommended for survey control.
 OC1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1235.See file dsdata.txt to determine how the superseded data were derived.
 OC1235
 OC1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH568721(NAD 83)
 OC1235_MARKER: DD = SURVEY DISK
 OC1235_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OC1235_SP_SET: SIDEWALK
 OC1235_STAMPING: D-607 1975
 OC1235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC1235
 OC1235  HISTORY     - Date     Condition        Report By
 OC1235  HISTORY     - 1975     MONUMENTED       MEDT
 OC1235
 OC1235                          STATION DESCRIPTION
 OC1235
 OC1235'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 OC1235'IN KITTERY.
 OC1235'IN KITTERY AT THE MAINE-NEW HAMPSHIRE BRIDGE (DRAW BRIDGE).  A DISK
 OC1235'SET FLUSH IN THE CONCRETE SIDEWALK, ON THE MAINE END, UPSTREAM SIDE,
 OC1235'DIRECTLY UNDER THE BRIDGE PLAGUE AND 16.5 FEET NORTHWEST OF AND ABOUT
 OC1235'0.6 FOOT ABOVE THE CENTERLINE OF U.S. HIGHWAY 1 BYPASS, SOUTHBOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1236 ***********************************************************************
 OC1236  DESIGNATION -  D 608 MEDT
 OC1236  PID         -  OC1236
 OC1236  STATE/COUNTY-  ME/YORK
 OC1236  USGS QUAD   -  PORTSMOUTH (1993)
 OC1236
 OC1236                         *CURRENT SURVEY CONTROL
 OC1236  ___________________________________________________________________
 OC1236* NAD 83(1986)-  43 05 02.     (N)    070 45 00.     (W)     SCALED    
 OC1236* NAVD 88     -        11.078  (meters)      36.35   (feet)  ADJUSTED  
 OC1236  ___________________________________________________________________
 OC1236  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 OC1236  DYNAMIC HT  -          11.076 (meters)      36.34  (feet)  COMP
 OC1236  MODELED GRAV-     980,458.3   (mgal)                       NAVD 88
 OC1236
 OC1236  VERT ORDER  -  SECOND    CLASS I
 OC1236
 OC1236.The horizontal coordinates were scaled from a topographic map and have
 OC1236.an estimated accuracy of +/- 6 seconds.
 OC1236
 OC1236.The orthometric height was determined by differential leveling
 OC1236.and adjusted by the National Geodetic Survey in June 1991..
 OC1236
 OC1236.The geoid height was determined by GEOID03.
 OC1236
 OC1236.The dynamic height is computed by dividing the NAVD 88
 OC1236.geopotential number by the normal gravity value computed on the
 OC1236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1236.degrees latitude (g = 980.6199 gals.).
 OC1236
 OC1236.The modeled gravity was interpolated from observed gravity values.
 OC1236
 OC1236;                    North         East    Units  Estimated Accuracy
 OC1236;SPC ME W     -    28,000.      852,500.      MT  (+/- 180 meters Scaled)
 OC1236
 OC1236                          SUPERSEDED SURVEY CONTROL
 OC1236
 OC1236  NGVD 29 (??/??/92)   11.310  (m)           37.11   (f) ADJ UNCH    2 1
 OC1236
 OC1236.Superseded values are not recommended for survey control.
 OC1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1236.See file dsdata.txt to determine how the superseded data were derived.
 OC1236
 OC1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH575716(NAD 83)
 OC1236_MARKER: DD = SURVEY DISK
 OC1236_SETTING: 66 = SET IN ROCK OUTCROP
 OC1236_SP_SET: ROCK LEDGE
 OC1236_STAMPING: D-608 1975
 OC1236_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC1236+STABILITY: POSITION/ELEVATION WELL
 OC1236
 OC1236  HISTORY     - Date     Condition        Report By
 OC1236  HISTORY     - 1975     MONUMENTED       MEDT
 OC1236
 OC1236                          STATION DESCRIPTION
 OC1236
 OC1236'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 OC1236'IN KITTERY.
 OC1236'IN KITTERY, ACROSS DENNETT ROAD FROM THE KITTERY SEWER TREATMENT
 OC1236'PLANT, A DISK SET FLUSH IN THE TOP OF THE SOUTH END OF ABOUT 150 FEET
 OC1236'OF EXPOSED LEDGE 45.3 FEET WEST OF THE CENTERLINE OF DENNETT ROAD.
 OC1236'DISK IS ALSO ABOUT 0.15 MILE NORTH OF THE INTERSECTION OF DENNETT ROAD
 OC1236'AND STATE HIGHWAY 103, AND ALSO 0.15 MILE SOUTH OF THE I-95 OVERPASS
 OC1236'CROSSING DENNETT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0031 ***********************************************************************
 QG0031  DESIGNATION -  D 61
 QG0031  PID         -  QG0031
 QG0031  STATE/COUNTY-  ME/AROOSTOOK
 QG0031  USGS QUAD   -  CRYSTAL (1989)
 QG0031
 QG0031                         *CURRENT SURVEY CONTROL
 QG0031  ___________________________________________________________________
 QG0031* NAD 83(1986)-  45 54 15.     (N)    068 19 59.     (W)     SCALED    
 QG0031* NAVD 88     -       204.068  (meters)     669.51   (feet)  ADJUSTED  
 QG0031  ___________________________________________________________________
 QG0031  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 QG0031  DYNAMIC HT  -         204.073 (meters)     669.53  (feet)  COMP
 QG0031  MODELED GRAV-     980,637.2   (mgal)                       NAVD 88
 QG0031
 QG0031  VERT ORDER  -  SECOND    CLASS 0
 QG0031
 QG0031.The horizontal coordinates were scaled from a topographic map and have
 QG0031.an estimated accuracy of +/- 6 seconds.
 QG0031
 QG0031.The orthometric height was determined by differential leveling
 QG0031.and adjusted by the National Geodetic Survey in June 1991..
 QG0031
 QG0031.The geoid height was determined by GEOID03.
 QG0031
 QG0031.The dynamic height is computed by dividing the NAVD 88
 QG0031.geopotential number by the normal gravity value computed on the
 QG0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0031.degrees latitude (g = 980.6199 gals.).
 QG0031
 QG0031.The modeled gravity was interpolated from observed gravity values.
 QG0031
 QG0031;                    North         East    Units  Estimated Accuracy
 QG0031;SPC ME E     -   248,640.      312,950.      MT  (+/- 180 meters Scaled)
 QG0031
 QG0031                          SUPERSEDED SURVEY CONTROL
 QG0031
 QG0031  NGVD 29 (??/??/92)  204.237  (m)          670.07   (f) ADJ UNCH    2 0
 QG0031
 QG0031.Superseded values are not recommended for survey control.
 QG0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0031.See file dsdata.txt to determine how the superseded data were derived.
 QG0031
 QG0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL517836(NAD 83)
 QG0031_MARKER: DB = BENCH MARK DISK
 QG0031_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QG0031_SP_SET: CULVERT
 QG0031_STAMPING: D 61 1935
 QG0031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG0031
 QG0031  HISTORY     - Date     Condition        Report By
 QG0031  HISTORY     - 1935     MONUMENTED       CGS
 QG0031  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QG0031
 QG0031                          STATION DESCRIPTION
 QG0031
 QG0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QG0031'2 MI S FROM GOLDEN RIDGE.
 QG0031'2.0 MILES SOUTH ALONG U.S. HIGHWAY 2 FROM THE PUBLIC SCHOOL AT
 QG0031'GOLDEN RIDGE, AROOSTOOK COUNTY, AT A 4-BY 6-FOOT BOX CULVERT,
 QG0031'IN THE TOP OF THE WEST CONCRETE HEADWALL, AND 3 FEET FROM THE
 QG0031'NORTH END OF THE WALL.  A STANDARD DISK, STAMPED D 61 1935.
 QG0031
 QG0031                          STATION RECOVERY (1985)
 QG0031
 QG0031'RECOVERY NOTE BY US POWER SQUADRON 1985 (BRP)
 QG0031'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0395 ***********************************************************************
 QG0395  DESIGNATION -  D 63
 QG0395  PID         -  QG0395
 QG0395  STATE/COUNTY-  ME/PISCATAQUIS
 QG0395  USGS QUAD   -  MILO NORTH (1988)
 QG0395
 QG0395                         *CURRENT SURVEY CONTROL
 QG0395  ___________________________________________________________________
 QG0395* NAD 83(1986)-  45 21 18.     (N)    068 54 11.     (W)     SCALED    
 QG0395* NAVD 88     -       140.355  (meters)     460.48   (feet)  ADJUSTED  
 QG0395  ___________________________________________________________________
 QG0395  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 QG0395  DYNAMIC HT  -         140.354 (meters)     460.48  (feet)  COMP
 QG0395  MODELED GRAV-     980,609.5   (mgal)                       NAVD 88
 QG0395
 QG0395  VERT ORDER  -  SECOND    CLASS 0
 QG0395
 QG0395.The horizontal coordinates were scaled from a topographic map and have
 QG0395.an estimated accuracy of +/- 6 seconds.
 QG0395
 QG0395.The orthometric height was determined by differential leveling
 QG0395.and adjusted by the National Geodetic Survey in June 1991..
 QG0395
 QG0395.The geoid height was determined by GEOID03.
 QG0395
 QG0395.The dynamic height is computed by dividing the NAVD 88
 QG0395.geopotential number by the normal gravity value computed on the
 QG0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0395.degrees latitude (g = 980.6199 gals.).
 QG0395
 QG0395.The modeled gravity was interpolated from observed gravity values.
 QG0395
 QG0395;                    North         East    Units  Estimated Accuracy
 QG0395;SPC ME E     -   187,670.      268,420.      MT  (+/- 180 meters Scaled)
 QG0395
 QG0395                          SUPERSEDED SURVEY CONTROL
 QG0395
 QG0395  NGVD 29 (??/??/92)  140.530  (m)          461.06   (f) ADJ UNCH    2 0
 QG0395
 QG0395.Superseded values are not recommended for survey control.
 QG0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0395.See file dsdata.txt to determine how the superseded data were derived.
 QG0395
 QG0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL075223(NAD 83)
 QG0395_MARKER: DB = BENCH MARK DISK
 QG0395_SETTING: 80 = SET IN A BOULDER
 QG0395_SP_SET: BOULDER
 QG0395_STAMPING: D 63 1935
 QG0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0395+STABILITY: SURFACE MOTION
 QG0395
 QG0395  HISTORY     - Date     Condition        Report By
 QG0395  HISTORY     - 1935     MONUMENTED       CGS
 QG0395  HISTORY     - 1953     GOOD             NGS
 QG0395
 QG0395                          STATION DESCRIPTION
 QG0395
 QG0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 QG0395'2.3 MI N FROM ADAMS.
 QG0395'2.3 MILES NORTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 QG0395'CROSSING OF CANADIAN PACIFIC RAILWAY AT ADAMS, 116 YARDS SOUTH
 QG0395'OF PIPE CULVERT NO. 18.63, 32 YARDS NORTH OF PIPE CULVERT NO. 18.55,
 QG0395'17 FEET EAST OF EAST RAIL, IN THE TOP AND 1 FOOT EAST OF THE
 QG0395'WEST EDGE OF THE EAST ONE OF TWO SIMILAR BOULDERS (ABOUT 3 FEET
 QG0395'HIGH AND 9 BY 6 FEET), AND ABOUT 1 FOOT ABOVE THE TOP OF RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0036 ***********************************************************************
 PD0036  DESIGNATION -  D 66
 PD0036  PID         -  PD0036
 PD0036  STATE/COUNTY-  ME/WASHINGTON
 PD0036  USGS QUAD   -  PEMBROKE (1977)
 PD0036
 PD0036                         *CURRENT SURVEY CONTROL
 PD0036  ___________________________________________________________________
 PD0036* NAD 83(1986)-  44 56 50.     (N)    067 11 21.     (W)     SCALED    
 PD0036* NAVD 88     -        33.631  (meters)     110.34   (feet)  ADJUSTED  
 PD0036  ___________________________________________________________________
 PD0036  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 PD0036  DYNAMIC HT  -          33.631 (meters)     110.34  (feet)  COMP
 PD0036  MODELED GRAV-     980,610.7   (mgal)                       NAVD 88
 PD0036
 PD0036  VERT ORDER  -  SECOND    CLASS 0
 PD0036
 PD0036.The horizontal coordinates were scaled from a topographic map and have
 PD0036.an estimated accuracy of +/- 6 seconds.
 PD0036
 PD0036.The orthometric height was determined by differential leveling
 PD0036.and adjusted by the National Geodetic Survey in June 1991..
 PD0036
 PD0036.The geoid height was determined by GEOID03.
 PD0036
 PD0036.The dynamic height is computed by dividing the NAVD 88
 PD0036.geopotential number by the normal gravity value computed on the
 PD0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0036.degrees latitude (g = 980.6199 gals.).
 PD0036
 PD0036.The modeled gravity was interpolated from observed gravity values.
 PD0036
 PD0036;                    North         East    Units  Estimated Accuracy
 PD0036;SPC ME E     -   143,120.      403,440.      MT  (+/- 180 meters Scaled)
 PD0036
 PD0036                          SUPERSEDED SURVEY CONTROL
 PD0036
 PD0036  NGVD 29 (??/??/92)   33.828  (m)          110.98   (f) ADJ UNCH    2 0
 PD0036
 PD0036.Superseded values are not recommended for survey control.
 PD0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0036.See file dsdata.txt to determine how the superseded data were derived.
 PD0036
 PD0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK428786(NAD 83)
 PD0036_MARKER: DB = BENCH MARK DISK
 PD0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PD0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PD0036_STAMPING: D 66 1935
 PD0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0036+STABILITY: SURFACE MOTION
 PD0036
 PD0036  HISTORY     - Date     Condition        Report By
 PD0036  HISTORY     - 1935     MONUMENTED       CGS
 PD0036  HISTORY     - 1946     GOOD             NGS
 PD0036
 PD0036                          STATION DESCRIPTION
 PD0036
 PD0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PD0036'0.6 MI SW FROM WEST PEMBROKE.
 PD0036'0.6 MILE SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 PD0036'WEST PEMBROKE, WASHINGTON COUNTY, OPPOSITE A GROUP OF TOURIST
 PD0036'CABINS, ABOUT 62 YARDS WEST OF A HOUSE, AND 24 FEET NORTH OF THE
 PD0036'CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED D 66 1935
 PD0036'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1/2 FOOT
 PD0036'ABOVE GROUND.
 PD0036
 PD0036                          STATION RECOVERY (1946)
 PD0036
 PD0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 PD0036'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0015 ***********************************************************************
 PD0015  DESIGNATION -  D 67
 PD0015  PID         -  PD0015
 PD0015  STATE/COUNTY-  ME/WASHINGTON
 PD0015  USGS QUAD   -  WEST LUBEC (1975)
 PD0015
 PD0015                         *CURRENT SURVEY CONTROL
 PD0015  ___________________________________________________________________
 PD0015* NAD 83(1986)-  44 50 57.     (N)    067 00 02.     (W)     SCALED    
 PD0015* NAVD 88     -        14.274  (meters)      46.83   (feet)  POSTED    
 PD0015  ___________________________________________________________________
 PD0015  GEOID HEIGHT-         -22.37  (meters)                     GEOID03
 PD0015  DYNAMIC HT  -          14.270 (meters)      46.82  (feet)  COMP
 PD0015  MODELED GRAV-     980,625.9   (mgal)                       NAVD 88
 PD0015
 PD0015  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 PD0015
 PD0015.The horizontal coordinates were scaled from a topographic map and have
 PD0015.an estimated accuracy of +/- 6 seconds.
 PD0015
 PD0015.The orthometric height was determined by differential leveling
 PD0015.and adjusted by the National Geodetic Survey in 1992..
 PD0015.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 PD0015.rate of 2.1 thru 3.0 mm/km.
 PD0015
 PD0015.The geoid height was determined by GEOID03.
 PD0015
 PD0015.The dynamic height is computed by dividing the NAVD 88
 PD0015.geopotential number by the normal gravity value computed on the
 PD0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0015.degrees latitude (g = 980.6199 gals.).
 PD0015
 PD0015.The modeled gravity was interpolated from observed gravity values.
 PD0015
 PD0015;                    North         East    Units  Estimated Accuracy
 PD0015;SPC ME E     -   132,480.      418,520.      MT  (+/- 180 meters Scaled)
 PD0015
 PD0015                          SUPERSEDED SURVEY CONTROL
 PD0015
 PD0015  NGVD 29 (??/??/92)   14.44   (m)           47.4    (f) COMPUTED    2 0
 PD0015
 PD0015.Superseded values are not recommended for survey control.
 PD0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0015.See file dsdata.txt to determine how the superseded data were derived.
 PD0015
 PD0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK580681(NAD 83)
 PD0015_MARKER: DB = BENCH MARK DISK
 PD0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PD0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PD0015_STAMPING: D 67 1935
 PD0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0015+STABILITY: SURFACE MOTION
 PD0015
 PD0015  HISTORY     - Date     Condition        Report By
 PD0015  HISTORY     - 1935     MONUMENTED       CGS
 PD0015  HISTORY     - 1960     POOR             NGS
 PD0015
 PD0015                          STATION DESCRIPTION
 PD0015
 PD0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 PD0015'0.7 MI SW FROM LUBEC.
 PD0015'0.7 MILE SOUTHWEST ALONG STATE HIGHWAY 189 FROM THE PUBLIC
 PD0015'SCHOOL AT LUBEC, 76 FEET NORTHEAST OF THE CENTER OF THE JUNCTION
 PD0015'OF A ROAD LEADING TO SOUTH LUBEC, 23 FEET NORTH OF THE CENTERLINE
 PD0015'OF THE HIGHWAY, 4 FEET NORTHEAST OF A POLE, 2 FEET SOUTH OF A
 PD0015'WOODEN WITNESS POST, AND 1 FOOT HIGHER THAN THE HIGHWAY.  A
 PD0015'STANDARD DISK, STAMPED D 67 1935 AND SET IN THE TOP OF A CONCRETE
 PD0015'POST PROJECTING 1/2 FOOT ABOVE GROUND.  NOTE-- AUGUST 1946 MARK
 PD0015'WAS RECOVERED IN POOR CONDITION.  JULY 1960 MARK WAS RECOVERED
 PD0015'BUT IS LOOSE AND APPARENTLY BROKEN OFF BELOW SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0056 ***********************************************************************
 PD0056  DESIGNATION -  D 68
 PD0056  PID         -  PD0056
 PD0056  STATE/COUNTY-  ME/WASHINGTON
 PD0056  USGS QUAD   -  CUTLER (1993)
 PD0056
 PD0056                         *CURRENT SURVEY CONTROL
 PD0056  ___________________________________________________________________
 PD0056* NAD 83(1986)-  44 40 26.     (N)    067 12 36.     (W)     SCALED    
 PD0056* NAVD 88     -        40.646  (meters)     133.35   (feet)  ADJUSTED  
 PD0056  ___________________________________________________________________
 PD0056  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 PD0056  DYNAMIC HT  -          40.646 (meters)     133.35  (feet)  COMP
 PD0056  MODELED GRAV-     980,619.3   (mgal)                       NAVD 88
 PD0056
 PD0056  VERT ORDER  -  FIRST     CLASS II
 PD0056
 PD0056.The horizontal coordinates were scaled from a topographic map and have
 PD0056.an estimated accuracy of +/- 6 seconds.
 PD0056
 PD0056.The orthometric height was determined by differential leveling
 PD0056.and adjusted by the National Geodetic Survey in June 1991..
 PD0056
 PD0056.The geoid height was determined by GEOID03.
 PD0056
 PD0056.The dynamic height is computed by dividing the NAVD 88
 PD0056.geopotential number by the normal gravity value computed on the
 PD0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0056.degrees latitude (g = 980.6199 gals.).
 PD0056
 PD0056.The modeled gravity was interpolated from observed gravity values.
 PD0056
 PD0056;                    North         East    Units  Estimated Accuracy
 PD0056;SPC ME E     -   112,720.      402,280.      MT  (+/- 180 meters Scaled)
 PD0056
 PD0056                          SUPERSEDED SURVEY CONTROL
 PD0056
 PD0056  NGVD 29 (??/??/92)   40.842  (m)          134.00   (f) ADJ UNCH    1 2
 PD0056
 PD0056.Superseded values are not recommended for survey control.
 PD0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0056.See file dsdata.txt to determine how the superseded data were derived.
 PD0056
 PD0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK418482(NAD 83)
 PD0056_MARKER: DB = BENCH MARK DISK
 PD0056_SETTING: 80 = SET IN A BOULDER
 PD0056_SP_SET: BOULDER
 PD0056_STAMPING: D 68 1935
 PD0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0056+STABILITY: SURFACE MOTION
 PD0056
 PD0056  HISTORY     - Date     Condition        Report By
 PD0056  HISTORY     - 1935     MONUMENTED       CGS
 PD0056  HISTORY     - 1946     GOOD             NGS
 PD0056  HISTORY     - 1978     GOOD             NGS
 PD0056
 PD0056                          STATION DESCRIPTION
 PD0056
 PD0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PD0056'1.3 MI NE FROM CUTLER.
 PD0056'1.3 MILES NORTHEAST ALONG THE WHITING ROAD FROM THE POST OFFICE
 PD0056'AT CUTLER, WASHINGTON COUNTY, ABOUT 0.8 MILE NORTHEAST OF THE
 PD0056'JUNCTION OF STATE HIGHWAY 191, ABOUT 0.1 MILE SOUTH OF A PULP
 PD0056'MILL CAMP, ABOUT 125 YARDS EAST OF THE CENTER LINE OF THE ROAD,
 PD0056'IN THE TOP OF A LARGE ROUND GRANITE BOULDER, AND ABOUT 4 FEET
 PD0056'ABOVE GROUND.  A STANDARD DISK, STAMPED D 68 1935.
 PD0056
 PD0056                          STATION RECOVERY (1946)
 PD0056
 PD0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 PD0056'RECOVERED IN GOOD CONDITION.
 PD0056
 PD0056                          STATION RECOVERY (1978)
 PD0056
 PD0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PD0056'ADD-128.0 FEET NORTHEAST OF THE CENTER LINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0343 ***********************************************************************
 PD0343  DESIGNATION -  D 69
 PD0343  PID         -  PD0343
 PD0343  STATE/COUNTY-  ME/WASHINGTON
 PD0343  USGS QUAD   -  HARRINGTON (1975)
 PD0343
 PD0343                         *CURRENT SURVEY CONTROL
 PD0343  ___________________________________________________________________
 PD0343* NAD 83(1986)-  44 34 20.     (N)    067 52 19.     (W)     SCALED    
 PD0343* NAVD 88     -        29.355  (meters)      96.31   (feet)  ADJUSTED  
 PD0343  ___________________________________________________________________
 PD0343  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 PD0343  DYNAMIC HT  -          29.354 (meters)      96.31  (feet)  COMP
 PD0343  MODELED GRAV-     980,587.3   (mgal)                       NAVD 88
 PD0343
 PD0343  VERT ORDER  -  SECOND    CLASS 0
 PD0343
 PD0343.The horizontal coordinates were scaled from a topographic map and have
 PD0343.an estimated accuracy of +/- 6 seconds.
 PD0343
 PD0343.The orthometric height was determined by differential leveling
 PD0343.and adjusted by the National Geodetic Survey in June 1991..
 PD0343.WARNING-Repeat measurements at this control monument indicate possible
 PD0343.vertical movement.
 PD0343
 PD0343.The geoid height was determined by GEOID03.
 PD0343
 PD0343.The dynamic height is computed by dividing the NAVD 88
 PD0343.geopotential number by the normal gravity value computed on the
 PD0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0343.degrees latitude (g = 980.6199 gals.).
 PD0343
 PD0343.The modeled gravity was interpolated from observed gravity values.
 PD0343
 PD0343;                    North         East    Units  Estimated Accuracy
 PD0343;SPC ME E     -   100,800.      349,880.      MT  (+/- 180 meters Scaled)
 PD0343
 PD0343                          SUPERSEDED SURVEY CONTROL
 PD0343
 PD0343  NGVD 29 (??/??/92)   29.559  (m)           96.98   (f) ADJ UNCH    2 0
 PD0343
 PD0343.Superseded values are not recommended for survey control.
 PD0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0343.See file dsdata.txt to determine how the superseded data were derived.
 PD0343
 PD0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK895360(NAD 83)
 PD0343_MARKER: DB = BENCH MARK DISK
 PD0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PD0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PD0343_STAMPING: D 69 1935
 PD0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0343+STABILITY: SURFACE MOTION
 PD0343
 PD0343  HISTORY     - Date     Condition        Report By
 PD0343  HISTORY     - 1935     MONUMENTED       CGS
 PD0343  HISTORY     - 1966     GOOD             NGS
 PD0343
 PD0343                          STATION DESCRIPTION
 PD0343
 PD0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PD0343'2.6 MI NE FROM MILBRIDGE.
 PD0343'2.6 MILES NORTHEAST ALONG U.S. HIGHWAY 1A FROM THE POST OFFICE AT
 PD0343'MILBRIDGE, ABOUT 1.45 MILES SOUTHWEST OF THE BRIDGE OVER MILL
 PD0343'RIVER, 24 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 9
 PD0343'FEET SOUTH OF THE CENTER LINE OF A TRAIL, 84 FEET SOUTHWEST OF
 PD0343'THE NORTHWEST END OF A 12-INCH PIPE CULVERT, 2 FEET NORTHEAST
 PD0343'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, 67 FEET
 PD0343'WEST OF AND ACROSS THE HIGHWAY FROM POWER LINE POLE NO. 255-47,
 PD0343'SET IN THE TOP OF A CONCRETE POST PROJECTING 12 INCHES ABOVE
 PD0343'THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0189 ***********************************************************************
 PD0189  DESIGNATION -  D 75
 PD0189  PID         -  PD0189
 PD0189  STATE/COUNTY-  ME/WASHINGTON
 PD0189  USGS QUAD   -  LAKE CATHANCE (1987)
 PD0189
 PD0189                         *CURRENT SURVEY CONTROL
 PD0189  ___________________________________________________________________
 PD0189* NAD 83(1986)-  44 57 43.     (N)    067 26 33.     (W)     SCALED    
 PD0189* NAVD 88     -        91.780  (meters)     301.11   (feet)  ADJUSTED  
 PD0189  ___________________________________________________________________
 PD0189  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 PD0189  DYNAMIC HT  -          91.775 (meters)     301.10  (feet)  COMP
 PD0189  MODELED GRAV-     980,563.1   (mgal)                       NAVD 88
 PD0189
 PD0189  VERT ORDER  -  SECOND    CLASS 0
 PD0189
 PD0189.The horizontal coordinates were scaled from a topographic map and have
 PD0189.an estimated accuracy of +/- 6 seconds.
 PD0189
 PD0189.The orthometric height was determined by differential leveling
 PD0189.and adjusted by the National Geodetic Survey in June 1991..
 PD0189
 PD0189.The geoid height was determined by GEOID03.
 PD0189
 PD0189.The dynamic height is computed by dividing the NAVD 88
 PD0189.geopotential number by the normal gravity value computed on the
 PD0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0189.degrees latitude (g = 980.6199 gals.).
 PD0189
 PD0189.The modeled gravity was interpolated from observed gravity values.
 PD0189
 PD0189;                    North         East    Units  Estimated Accuracy
 PD0189;SPC ME E     -   144,460.      383,430.      MT  (+/- 180 meters Scaled)
 PD0189
 PD0189                          SUPERSEDED SURVEY CONTROL
 PD0189
 PD0189  NGVD 29 (??/??/92)   91.983  (m)          301.78   (f) ADJ UNCH    2 0
 PD0189
 PD0189.Superseded values are not recommended for survey control.
 PD0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0189.See file dsdata.txt to determine how the superseded data were derived.
 PD0189
 PD0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK228799(NAD 83)
 PD0189_MARKER: DB = BENCH MARK DISK
 PD0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PD0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PD0189_STAMPING: D 75 1935
 PD0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0189+STABILITY: SURFACE MOTION
 PD0189
 PD0189  HISTORY     - Date     Condition        Report By
 PD0189  HISTORY     - 1935     MONUMENTED       CGS
 PD0189  HISTORY     - 1941     MARK NOT FOUND   NGS
 PD0189
 PD0189                          STATION DESCRIPTION
 PD0189
 PD0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PD0189'2.6 MI S FROM COOPERS CORNER.
 PD0189'2.6 MILES SOUTH ALONG STATE HIGHWAY 191 FROM COOPERS CORNER,
 PD0189'WASHINGTON COUNTY, OPPOSITE THE ENTRANCE TO A SMALL OLD CEMETERY,
 PD0189'28.5 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND AT A
 PD0189'STONE-FENCE CORNER.  A STANDARD DISK, STAMPED D 75 1935 AND SET
 PD0189'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 PD0189
 PD0189                          STATION RECOVERY (1941)
 PD0189
 PD0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 PD0189'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0387 ***********************************************************************
 PD0387  DESIGNATION -  D 76
 PD0387  PID         -  PD0387
 PD0387  STATE/COUNTY-  ME/WASHINGTON
 PD0387  USGS QUAD   -  ROUND LAKE (1990)
 PD0387
 PD0387                         *CURRENT SURVEY CONTROL
 PD0387  ___________________________________________________________________
 PD0387* NAD 83(1986)-  44 52 39.     (N)    067 37 11.     (W)     SCALED    
 PD0387* NAVD 88     -        46.242  (meters)     151.71   (feet)  ADJUSTED  
 PD0387  ___________________________________________________________________
 PD0387  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 PD0387  DYNAMIC HT  -          46.239 (meters)     151.70  (feet)  COMP
 PD0387  MODELED GRAV-     980,569.7   (mgal)                       NAVD 88
 PD0387
 PD0387  VERT ORDER  -  SECOND    CLASS 0
 PD0387
 PD0387.The horizontal coordinates were scaled from a topographic map and have
 PD0387.an estimated accuracy of +/- 6 seconds.
 PD0387
 PD0387.The orthometric height was determined by differential leveling
 PD0387.and adjusted by the National Geodetic Survey in June 1991..
 PD0387
 PD0387.The geoid height was determined by GEOID03.
 PD0387
 PD0387.The dynamic height is computed by dividing the NAVD 88
 PD0387.geopotential number by the normal gravity value computed on the
 PD0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0387.degrees latitude (g = 980.6199 gals.).
 PD0387
 PD0387.The modeled gravity was interpolated from observed gravity values.
 PD0387
 PD0387;                    North         East    Units  Estimated Accuracy
 PD0387;SPC ME E     -   134,910.      369,550.      MT  (+/- 180 meters Scaled)
 PD0387
 PD0387                          SUPERSEDED SURVEY CONTROL
 PD0387
 PD0387  NGVD 29 (??/??/92)   46.430  (m)          152.33   (f) ADJ UNCH    2 0
 PD0387
 PD0387.Superseded values are not recommended for survey control.
 PD0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0387.See file dsdata.txt to determine how the superseded data were derived.
 PD0387
 PD0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK090702(NAD 83)
 PD0387_MARKER: DB = BENCH MARK DISK
 PD0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PD0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PD0387_STAMPING: D 76 1935
 PD0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0387+STABILITY: SURFACE MOTION
 PD0387
 PD0387  HISTORY     - Date     Condition        Report By
 PD0387  HISTORY     - 1935     MONUMENTED       CGS
 PD0387  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 PD0387
 PD0387                          STATION DESCRIPTION
 PD0387
 PD0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PD0387'5.5 MI S FROM WESLEY.
 PD0387'5.5 MILES SOUTH ALONG STATE HIGHWAY 192 FROM THE JUNCTION OF
 PD0387'STATE HIGHWAY 9 AT WESLEY, WASHINGTON COUNTY, 0.4 MILE NORTH OF
 PD0387'THE NORTHFIELD-WESLEY TOWN LINE, 50 YARDS SOUTH OF A KNOLL, 23
 PD0387'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND 2.5 FEET EAST
 PD0387'OF A POLE.  A STANDARD DISK, STAMPED D 76 1935 AND SET IN THE TOP
 PD0387'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 PD0387
 PD0387                          STATION RECOVERY (1986)
 PD0387
 PD0387'RECOVERY NOTE BY US POWER SQUADRON 1986 (LEP)
 PD0387'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0138 ***********************************************************************
 PE0138  DESIGNATION -  D 77
 PE0138  PID         -  PE0138
 PE0138  STATE/COUNTY-  ME/HANCOCK
 PE0138  USGS QUAD   -  ELLSWORTH (1981)
 PE0138
 PE0138                         *CURRENT SURVEY CONTROL
 PE0138  ___________________________________________________________________
 PE0138* NAD 83(1986)-  44 37 13.     (N)    068 26 05.     (W)     SCALED    
 PE0138* NAVD 88     -        58.221  (meters)     191.01   (feet)  ADJUSTED  
 PE0138  ___________________________________________________________________
 PE0138  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 PE0138  DYNAMIC HT  -          58.218 (meters)     191.00  (feet)  COMP
 PE0138  MODELED GRAV-     980,562.9   (mgal)                       NAVD 88
 PE0138
 PE0138  VERT ORDER  -  SECOND    CLASS 0
 PE0138
 PE0138.The horizontal coordinates were scaled from a topographic map and have
 PE0138.an estimated accuracy of +/- 6 seconds.
 PE0138
 PE0138.The orthometric height was determined by differential leveling
 PE0138.and adjusted by the National Geodetic Survey in June 1991..
 PE0138
 PE0138.The geoid height was determined by GEOID03.
 PE0138
 PE0138.The dynamic height is computed by dividing the NAVD 88
 PE0138.geopotential number by the normal gravity value computed on the
 PE0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0138.degrees latitude (g = 980.6199 gals.).
 PE0138
 PE0138.The modeled gravity was interpolated from observed gravity values.
 PE0138
 PE0138;                    North         East    Units  Estimated Accuracy
 PE0138;SPC ME E     -   105,950.      305,180.      MT  (+/- 180 meters Scaled)
 PE0138
 PE0138                          SUPERSEDED SURVEY CONTROL
 PE0138
 PE0138  NGVD 29 (??/??/92)   58.409  (m)          191.63   (f) ADJ UNCH    2 0
 PE0138
 PE0138.Superseded values are not recommended for survey control.
 PE0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0138.See file dsdata.txt to determine how the superseded data were derived.
 PE0138
 PE0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK448409(NAD 83)
 PE0138_MARKER: DB = BENCH MARK DISK
 PE0138_SETTING: 66 = SET IN ROCK OUTCROP
 PE0138_SP_SET: ROCK OUTCROP
 PE0138_STAMPING: D 77 1935
 PE0138_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0138+STABILITY: POSITION/ELEVATION WELL
 PE0138
 PE0138  HISTORY     - Date     Condition        Report By
 PE0138  HISTORY     - 1935     MONUMENTED       CGS
 PE0138  HISTORY     - 1953     GOOD             NGS
 PE0138  HISTORY     - 1976     GOOD             USGS
 PE0138
 PE0138                          STATION DESCRIPTION
 PE0138
 PE0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 PE0138'4.7 MI N FROM ELLSWORTH FALLS.
 PE0138'4.7 MILES NORTH ALONG STATE HIGHWAY 180 FROM THE JUNCTION OF
 PE0138'U.S. HIGHWAY 1 AT ELLSWORTH FALLS, ABOUT 0.4 MILE SOUTH OF A
 PE0138'BRIDGE OVER LAKE GREEN OUTLET, NEAR THE TOP OF A HILL, IN THE
 PE0138'TOP OF A LARGE SLOPING ROCK OUTCROP, 43 FEET NORTHWEST OF
 PE0138'CENTER LINE OF HIGHWAY, 162 FEET NORTH OF POWER POLE NO. 138 /
 PE0138'BHE- E 1473, AND ABOUT 3 FEET ABOVE LEVEL OF HIGHWAY.
 PE0138
 PE0138                          STATION RECOVERY (1976)
 PE0138
 PE0138'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 PE0138'ELLSWORTH FALLS 4.6 MILES NORTH OF ALONG STATE HWY 180 NEAR TOP OF
 PE0138'HILL. BRIDGE OVER STREAM WHICH FLOWS BETWEEN GREEN AND GRAHAM LAKES
 PE0138'0.4 MI SOUTH OF. NEAR TURN OUT AT TOP OF HILL. 48 FT WEST OF
 PE0138'CENTERLINE OF RD AT SOUTH END OF TURN OUT. 42.2 FT NW CENTERLINE OF
 PE0138'ROAD. 51 FT SOUTH OF CENTER OF A TRIPLE STEM PINE WHICH IS 3 FT AT
 PE0138'THE STUMP. 20.3 FT NW OF WITNESS SIGN NAILED TO A 3 IN. SPRUCE.
 PE0138'STANDARD TABLET SET IN A PIT HOLE (WAS FILLED WITH DIRT WHEN MARK
 PE0138'RECOVERED) AT SE CORNER OF A LARGE LEDGE. STAMPED D 77 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0553 ***********************************************************************
 QG0553  DESIGNATION -  D 80
 QG0553  PID         -  QG0553
 QG0553  STATE/COUNTY-  ME/PENOBSCOT
 QG0553  USGS QUAD   -  NORCROSS (1988)
 QG0553
 QG0553                         *CURRENT SURVEY CONTROL
 QG0553  ___________________________________________________________________
 QG0553* NAD 83(1986)-  45 40 59.     (N)    068 45 58.     (W)     SCALED    
 QG0553* NAVD 88     -       175.801  (meters)     576.77   (feet)  ADJUSTED  
 QG0553  ___________________________________________________________________
 QG0553  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 QG0553  DYNAMIC HT  -         175.804 (meters)     576.78  (feet)  COMP
 QG0553  MODELED GRAV-     980,627.6   (mgal)                       NAVD 88
 QG0553
 QG0553  VERT ORDER  -  SECOND    CLASS 0
 QG0553
 QG0553.The horizontal coordinates were scaled from a topographic map and have
 QG0553.an estimated accuracy of +/- 6 seconds.
 QG0553
 QG0553.The orthometric height was determined by differential leveling
 QG0553.and adjusted by the National Geodetic Survey in June 1991..
 QG0553
 QG0553.The geoid height was determined by GEOID03.
 QG0553
 QG0553.The dynamic height is computed by dividing the NAVD 88
 QG0553.geopotential number by the normal gravity value computed on the
 QG0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0553.degrees latitude (g = 980.6199 gals.).
 QG0553
 QG0553.The modeled gravity was interpolated from observed gravity values.
 QG0553
 QG0553;                    North         East    Units  Estimated Accuracy
 QG0553;SPC ME E     -   224,080.      279,270.      MT  (+/- 180 meters Scaled)
 QG0553
 QG0553                          SUPERSEDED SURVEY CONTROL
 QG0553
 QG0553  NGVD 29 (??/??/92)  175.966  (m)          577.32   (f) ADJ UNCH    2 0
 QG0553
 QG0553.Superseded values are not recommended for survey control.
 QG0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0553.See file dsdata.txt to determine how the superseded data were derived.
 QG0553
 QG0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL182588(NAD 83)
 QG0553_MARKER: DB = BENCH MARK DISK
 QG0553_SETTING: 80 = SET IN A BOULDER
 QG0553_SP_SET: BOULDER
 QG0553_STAMPING: D 80 1942
 QG0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0553+STABILITY: SURFACE MOTION
 QG0553
 QG0553  HISTORY     - Date     Condition        Report By
 QG0553  HISTORY     - 1942     MONUMENTED       CGS
 QG0553
 QG0553                          STATION DESCRIPTION
 QG0553
 QG0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0553'3.1 MI NW FROM MILLINOCKET.
 QG0553'3.1 MILES NORTHWEST ALONG THE BAXTER STATE PARK ROAD FROM THE
 QG0553'BANGOR AND AROOSTOOK RAILROAD STATION AT MILLINOCKET, PENOBSCOT
 QG0553'COUNTY, AT THE INTERSECTRION OF THE OLD ROAD, 29 FEET NORTHEAST
 QG0553'OF THE CENTER LINE OF THE ROAD, 22 FEET SOUTHEAST OF A LARGE
 QG0553'WHITE BOULDER ON TOP OF THE GROUND, IN THE TOP OF A 5- BY 8-FOOT
 QG0553'GRANITE BOULDER, AND ABOUT 3 FEET HIGHER THAN THE ROAD.  A
 QG0553'STANDARD DISK, STAMPED D 80 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0682 ***********************************************************************
 QG0682  DESIGNATION -  D 81
 QG0682  PID         -  QG0682
 QG0682  STATE/COUNTY-  ME/PISCATAQUIS
 QG0682  USGS QUAD   -  DOUBLETOP MTN (1988)
 QG0682
 QG0682                         *CURRENT SURVEY CONTROL
 QG0682  ___________________________________________________________________
 QG0682* NAD 83(1986)-  45 53 50.     (N)    069 01 43.     (W)     SCALED    
 QG0682* NAVD 88     -       324.899  (meters)    1065.94   (feet)  ADJUSTED  
 QG0682  ___________________________________________________________________
 QG0682  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 QG0682  DYNAMIC HT  -         324.899 (meters)    1065.94  (feet)  COMP
 QG0682  MODELED GRAV-     980,605.0   (mgal)                       NAVD 88
 QG0682
 QG0682  VERT ORDER  -  SECOND    CLASS 0
 QG0682
 QG0682.The horizontal coordinates were scaled from a topographic map and have
 QG0682.an estimated accuracy of +/- 6 seconds.
 QG0682
 QG0682.The orthometric height was determined by differential leveling
 QG0682.and adjusted by the National Geodetic Survey in June 1991..
 QG0682
 QG0682.The geoid height was determined by GEOID03.
 QG0682
 QG0682.The dynamic height is computed by dividing the NAVD 88
 QG0682.geopotential number by the normal gravity value computed on the
 QG0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0682.degrees latitude (g = 980.6199 gals.).
 QG0682
 QG0682.The modeled gravity was interpolated from observed gravity values.
 QG0682
 QG0682;                    North         East    Units  Estimated Accuracy
 QG0682;SPC ME E     -   247,990.      258,980.      MT  (+/- 180 meters Scaled)
 QG0682
 QG0682                          SUPERSEDED SURVEY CONTROL
 QG0682
 QG0682  NGVD 29 (??/??/92)  325.054  (m)         1066.45   (f) ADJ UNCH    2 0
 QG0682
 QG0682.Superseded values are not recommended for survey control.
 QG0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0682.See file dsdata.txt to determine how the superseded data were derived.
 QG0682
 QG0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL977826(NAD 83)
 QG0682_MARKER: DB = BENCH MARK DISK
 QG0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0682_STAMPING: D 81 1942
 QG0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0682+STABILITY: SURFACE MOTION
 QG0682
 QG0682  HISTORY     - Date     Condition        Report By
 QG0682  HISTORY     - 1942     MONUMENTED       CGS
 QG0682  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QG0682
 QG0682                          STATION DESCRIPTION
 QG0682
 QG0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0682'26.2 MI NW FROM MILLINOCKET.
 QG0682'IN PISCATAQUIS COUNTY, 26.2 MILES NORTHWEST ALONG THE BAXTER
 QG0682'STATE PARK ROAD FROM THE BANGOR AND AROOSTOOK RAILROAD STATION
 QG0682'AT MILLINOCKET, PENOBSCOT COUNTY, 2.0 MILES NORTHWEST OF THE
 QG0682'KATAHDIN STREAM RANGER STATION, 0.2 MILE NORTHWEST OF A BRIDGE
 QG0682'OVER A SMALL STREAM, 100 FEET NORTH OF A CURVE, 15 FEET
 QG0682'EAST OF THE CENTER LINE OF THE ROAD, IN A SMALL CLEARING, 3 FEET
 QG0682'SOUTH OF A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT HIGHER
 QG0682'THAN THE ROAD.  A STANDARD DISK, STAMPED D 81 1942 AND SET IN
 QG0682'THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
 QG0682
 QG0682                          STATION RECOVERY (1985)
 QG0682
 QG0682'RECOVERY NOTE BY US POWER SQUADRON 1985 (JHS)
 QG0682'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0560 ***********************************************************************
 QG0560  DESIGNATION -  D 82
 QG0560  PID         -  QG0560
 QG0560  STATE/COUNTY-  ME/PENOBSCOT
 QG0560  USGS QUAD   -  MILLINOCKET (1988)
 QG0560
 QG0560                         *CURRENT SURVEY CONTROL
 QG0560  ___________________________________________________________________
 QG0560* NAD 83(1986)-  45 39 26.     (N)    068 42 15.     (W)     SCALED    
 QG0560* NAVD 88     -       108.923  (meters)     357.36   (feet)  ADJUSTED  
 QG0560  ___________________________________________________________________
 QG0560  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 QG0560  DYNAMIC HT  -         108.926 (meters)     357.37  (feet)  COMP
 QG0560  MODELED GRAV-     980,641.6   (mgal)                       NAVD 88
 QG0560
 QG0560  VERT ORDER  -  SECOND    CLASS 0
 QG0560
 QG0560.The horizontal coordinates were scaled from a topographic map and have
 QG0560.an estimated accuracy of +/- 6 seconds.
 QG0560
 QG0560.The orthometric height was determined by differential leveling
 QG0560.and adjusted by the National Geodetic Survey in June 1991..
 QG0560
 QG0560.The geoid height was determined by GEOID03.
 QG0560
 QG0560.The dynamic height is computed by dividing the NAVD 88
 QG0560.geopotential number by the normal gravity value computed on the
 QG0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0560.degrees latitude (g = 980.6199 gals.).
 QG0560
 QG0560.The modeled gravity was interpolated from observed gravity values.
 QG0560
 QG0560;                    North         East    Units  Estimated Accuracy
 QG0560;SPC ME E     -   221,200.      284,090.      MT  (+/- 180 meters Scaled)
 QG0560
 QG0560                          SUPERSEDED SURVEY CONTROL
 QG0560
 QG0560  NGVD 29 (??/??/92)  109.092  (m)          357.91   (f) ADJ UNCH    2 0
 QG0560
 QG0560.Superseded values are not recommended for survey control.
 QG0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0560.See file dsdata.txt to determine how the superseded data were derived.
 QG0560
 QG0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL230560(NAD 83)
 QG0560_MARKER: DB = BENCH MARK DISK
 QG0560_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QG0560_SP_SET: BRIDGE
 QG0560_STAMPING: D 82 1942
 QG0560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG0560
 QG0560  HISTORY     - Date     Condition        Report By
 QG0560  HISTORY     - 1942     MONUMENTED       CGS
 QG0560
 QG0560                          STATION DESCRIPTION
 QG0560
 QG0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0560'AT MILLINOCKET.
 QG0560'AT MILLINOCKET, PENOBSCOT COUNTY, AT THE EAST END OF CENTRAL
 QG0560'STREET, AT A CONCRETE BRIDGE OVER PENOBSCOT RIVER, IN THE TOP OF
 QG0560'THE SOUTHEAST WING WALL, 20.8 FEET SOUTH OF THE CENTER LINE OF THE
 QG0560'STREET, 1.5 FEET SOUTH OF THE EAST END OF THE SOUTH GUARDRAIL,
 QG0560'AND LEVEL WITH THE STREET.  A STANDARD DISK, STAMPED D 82 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0006 ***********************************************************************
 QG0006  DESIGNATION -  D 83
 QG0006  PID         -  QG0006
 QG0006  STATE/COUNTY-  ME/PENOBSCOT
 QG0006  USGS QUAD   -  MATTAWAMKEAG (1988)
 QG0006
 QG0006                         *CURRENT SURVEY CONTROL
 QG0006  ___________________________________________________________________
 QG0006* NAD 83(1986)-  45 31 36.     (N)    068 17 26.     (W)     SCALED    
 QG0006* NAVD 88     -       105.082  (meters)     344.76   (feet)  ADJUSTED  
 QG0006  ___________________________________________________________________
 QG0006  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 QG0006  DYNAMIC HT  -         105.083 (meters)     344.76  (feet)  COMP
 QG0006  MODELED GRAV-     980,628.6   (mgal)                       NAVD 88
 QG0006
 QG0006  VERT ORDER  -  FIRST     CLASS II
 QG0006
 QG0006.The horizontal coordinates were scaled from a topographic map and have
 QG0006.an estimated accuracy of +/- 6 seconds.
 QG0006
 QG0006.The orthometric height was determined by differential leveling
 QG0006.and adjusted by the National Geodetic Survey in June 1991..
 QG0006
 QG0006.The geoid height was determined by GEOID03.
 QG0006
 QG0006.The dynamic height is computed by dividing the NAVD 88
 QG0006.geopotential number by the normal gravity value computed on the
 QG0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0006.degrees latitude (g = 980.6199 gals.).
 QG0006
 QG0006.The modeled gravity was interpolated from observed gravity values.
 QG0006
 QG0006;                    North         East    Units  Estimated Accuracy
 QG0006;SPC ME E     -   206,690.      316,360.      MT  (+/- 180 meters Scaled)
 QG0006
 QG0006                          SUPERSEDED SURVEY CONTROL
 QG0006
 QG0006  NGVD 29 (??/??/92)  105.258  (m)          345.33   (f) ADJ UNCH    1 2
 QG0006
 QG0006.Superseded values are not recommended for survey control.
 QG0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0006.See file dsdata.txt to determine how the superseded data were derived.
 QG0006
 QG0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL554417(NAD 83)
 QG0006_MARKER: DB = BENCH MARK DISK
 QG0006_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QG0006_SP_SET: SEMAPHORE BASE
 QG0006_STAMPING: D 83 1942
 QG0006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG0006
 QG0006  HISTORY     - Date     Condition        Report By
 QG0006  HISTORY     - 1942     MONUMENTED       CGS
 QG0006
 QG0006                          STATION DESCRIPTION
 QG0006
 QG0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0006'3.4 MI E FROM MATTAWAMKEAG.
 QG0006'BENCH MARK IS ALONG THE MAINE CENTRAL RAILROAD ABOUT 3.4 MILES
 QG0006'EASTERLY FROM THE STATION AT MATTAWAMKEAG, ABOUT 180.0 FEET EAST
 QG0006'OF THE WEST END OF THE GORDEN PASSING TRACK, 70.0 FEET NORTH OF
 QG0006'AND ACROSS THE TRACK FROM MILE POST NUMBER 198, 16.2 FEET NORTH OF
 QG0006'AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE MAIN TRACK,
 QG0006'AND SET HORIZONTALLY IN TOP OF AN ABANDONED CONCRETE BASE OF A
 QG0006'SIGNAL SEMAPHORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0362 ***********************************************************************
 QG0362  DESIGNATION -  D 84
 QG0362  PID         -  QG0362
 QG0362  STATE/COUNTY-  ME/PENOBSCOT
 QG0362  USGS QUAD   -  SOUTH LAGRANGE (1983)
 QG0362
 QG0362                         *CURRENT SURVEY CONTROL
 QG0362  ___________________________________________________________________
 QG0362* NAD 83(1986)-  45 04 27.     (N)    068 46 13.     (W)     SCALED    
 QG0362* NAVD 88     -        57.591  (meters)     188.95   (feet)  ADJUSTED  
 QG0362  ___________________________________________________________________
 QG0362  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 QG0362  DYNAMIC HT  -          57.591 (meters)     188.95  (feet)  COMP
 QG0362  MODELED GRAV-     980,606.6   (mgal)                       NAVD 88
 QG0362
 QG0362  VERT ORDER  -  SECOND    CLASS 0
 QG0362
 QG0362.The horizontal coordinates were scaled from a topographic map and have
 QG0362.an estimated accuracy of +/- 6 seconds.
 QG0362
 QG0362.The orthometric height was determined by differential leveling
 QG0362.and adjusted by the National Geodetic Survey in June 1991..
 QG0362
 QG0362.The geoid height was determined by GEOID03.
 QG0362
 QG0362.The dynamic height is computed by dividing the NAVD 88
 QG0362.geopotential number by the normal gravity value computed on the
 QG0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0362.degrees latitude (g = 980.6199 gals.).
 QG0362
 QG0362.The modeled gravity was interpolated from observed gravity values.
 QG0362
 QG0362;                    North         East    Units  Estimated Accuracy
 QG0362;SPC ME E     -   156,420.      278,720.      MT  (+/- 180 meters Scaled)
 QG0362
 QG0362                          SUPERSEDED SURVEY CONTROL
 QG0362
 QG0362  NGVD 29 (??/??/92)   57.776  (m)          189.55   (f) ADJ UNCH    2 0
 QG0362
 QG0362.Superseded values are not recommended for survey control.
 QG0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0362.See file dsdata.txt to determine how the superseded data were derived.
 QG0362
 QG0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK180912(NAD 83)
 QG0362_MARKER: DB = BENCH MARK DISK
 QG0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0362_STAMPING: D 84 1942
 QG0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0362+STABILITY: SURFACE MOTION
 QG0362
 QG0362  HISTORY     - Date     Condition        Report By
 QG0362  HISTORY     - 1942     MONUMENTED       CGS
 QG0362
 QG0362                          STATION DESCRIPTION
 QG0362
 QG0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0362'3.7 MI SE FROM SOUTH LAGRANGE.
 QG0362'3.7 MILES SOUTHEAST ALONG STATE HIGHWAY 155 FROM THE BANGOR AND
 QG0362'AROOSTOOK RAILROAD STATION AT SOUTH LAGRANGE, PENOBSCOT COUNTY,
 QG0362'ABOUT 0.1 MILE NORTH OF THE NORTH END OF A GUARD RAIL, 28 FEET
 QG0362'EAST OF THE CENTER LINE OF THE HIGHWAY, ON THE TOP OF A NARROW
 QG0362'RIDGE, AT THE NORTH EDGE OF A THICKET, 3 FEET NORTH OF A WHITE
 QG0362'WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD
 QG0362'DISK, STAMPED D 84 1942 AND SET IN THE TOP OF A CONCRETE POST
 QG0362'PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0951 ***********************************************************************
 QG0951  DESIGNATION -  D 85
 QG0951  PID         -  QG0951
 QG0951  STATE/COUNTY-  ME/PISCATAQUIS
 QG0951  USGS QUAD   -  LILY BAY (1989)
 QG0951
 QG0951                         *CURRENT SURVEY CONTROL
 QG0951  ___________________________________________________________________
 QG0951* NAD 83(1986)-  45 30 22.     (N)    069 34 12.     (W)     SCALED    
 QG0951* NAVD 88     -       389.319  (meters)    1277.29   (feet)  ADJUSTED  
 QG0951  ___________________________________________________________________
 QG0951  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 QG0951  DYNAMIC HT  -         389.308 (meters)    1277.25  (feet)  COMP
 QG0951  MODELED GRAV-     980,575.4   (mgal)                       NAVD 88
 QG0951
 QG0951  VERT ORDER  -  SECOND    CLASS 0
 QG0951
 QG0951.The horizontal coordinates were scaled from a topographic map and have
 QG0951.an estimated accuracy of +/- 6 seconds.
 QG0951
 QG0951.The orthometric height was determined by differential leveling
 QG0951.and adjusted by the National Geodetic Survey in June 1991..
 QG0951
 QG0951.The geoid height was determined by GEOID03.
 QG0951
 QG0951.The dynamic height is computed by dividing the NAVD 88
 QG0951.geopotential number by the normal gravity value computed on the
 QG0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0951.degrees latitude (g = 980.6199 gals.).
 QG0951
 QG0951.The modeled gravity was interpolated from observed gravity values.
 QG0951
 QG0951;                    North         East    Units  Estimated Accuracy
 QG0951;SPC ME E     -   204,940.      216,390.      MT  (+/- 180 meters Scaled)
 QG0951
 QG0951                          SUPERSEDED SURVEY CONTROL
 QG0951
 QG0951  NGVD 29 (??/??/92)  389.483  (m)         1277.83   (f) ADJ UNCH    2 0
 QG0951
 QG0951.Superseded values are not recommended for survey control.
 QG0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0951.See file dsdata.txt to determine how the superseded data were derived.
 QG0951
 QG0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL554393(NAD 83)
 QG0951_MARKER: DB = BENCH MARK DISK
 QG0951_SETTING: 80 = SET IN A BOULDER
 QG0951_SP_SET: BOULDER
 QG0951_STAMPING: D 85 1942
 QG0951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0951+STABILITY: SURFACE MOTION
 QG0951
 QG0951  HISTORY     - Date     Condition        Report By
 QG0951  HISTORY     - 1942     MONUMENTED       CGS
 QG0951
 QG0951                          STATION DESCRIPTION
 QG0951
 QG0951'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0951'3.3 MI N FROM GREENVILLE.
 QG0951'3.3 MILES NORTH ALONG A COUNTY ROAD FROM THE TOWNHALL AT
 QG0951'GREENVILLE, PISCATAQUIS COUNTY, 92 YARDS SOUTH OF THE END
 QG0951'OF THE ASPHALT PAVING IN 1942, 63 FEET NORTH OF POLE 143, 60
 QG0951'FEET EAST OF THE CENTER LINE OF THE ROAD, 4 FEET NORTH OF A
 QG0951'BLAZED 18-INCH BIRCH TREE, IN THE TOP OF A 4- BY 10-FOOT GRANITE
 QG0951'BOUDLER PROJECTING 3 FEET ABOVE THE GROUND, AND ABOUT 3 FEET
 QG0951'HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED D 85 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0836 ***********************************************************************
 QG0836  DESIGNATION -  D 87
 QG0836  PID         -  QG0836
 QG0836  STATE/COUNTY-  ME/SOMERSET
 QG0836  USGS QUAD   -  KINGSBURY (1989)
 QG0836
 QG0836                         *CURRENT SURVEY CONTROL
 QG0836  ___________________________________________________________________
 QG0836* NAD 83(1986)-  45 06 22.     (N)    069 44 14.     (W)     SCALED    
 QG0836* NAVD 88     -       419.758  (meters)    1377.16   (feet)  ADJUSTED  
 QG0836  ___________________________________________________________________
 QG0836  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 QG0836  DYNAMIC HT  -         419.719 (meters)    1377.03  (feet)  COMP
 QG0836  MODELED GRAV-     980,512.1   (mgal)                       NAVD 88
 QG0836
 QG0836  VERT ORDER  -  SECOND    CLASS 0
 QG0836
 QG0836.The horizontal coordinates were scaled from a topographic map and have
 QG0836.an estimated accuracy of +/- 6 seconds.
 QG0836
 QG0836.The orthometric height was determined by differential leveling
 QG0836.and adjusted by the National Geodetic Survey in June 1991..
 QG0836
 QG0836.The geoid height was determined by GEOID03.
 QG0836
 QG0836.The dynamic height is computed by dividing the NAVD 88
 QG0836.geopotential number by the normal gravity value computed on the
 QG0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0836.degrees latitude (g = 980.6199 gals.).
 QG0836
 QG0836.The modeled gravity was interpolated from observed gravity values.
 QG0836
 QG0836;                    North         East    Units  Estimated Accuracy
 QG0836;SPC ME W     -   252,610.      933,800.      MT  (+/- 180 meters Scaled)
 QG0836
 QG0836                          SUPERSEDED SURVEY CONTROL
 QG0836
 QG0836  NGVD 29 (??/??/92)  419.920  (m)         1377.69   (f) ADJ UNCH    2 0
 QG0836
 QG0836.Superseded values are not recommended for survey control.
 QG0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0836.See file dsdata.txt to determine how the superseded data were derived.
 QG0836
 QG0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK420950(NAD 83)
 QG0836_MARKER: DB = BENCH MARK DISK
 QG0836_SETTING: 80 = SET IN A BOULDER
 QG0836_SP_SET: BOULDER
 QG0836_STAMPING: D 87 1942
 QG0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0836+STABILITY: SURFACE MOTION
 QG0836
 QG0836  HISTORY     - Date     Condition        Report By
 QG0836  HISTORY     - 1942     MONUMENTED       CGS
 QG0836  HISTORY     - 19840901 MARK NOT FOUND   USPSQD
 QG0836
 QG0836                          STATION DESCRIPTION
 QG0836
 QG0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0836'7.8 MI E FROM BINGHAM.
 QG0836'7.8 MILES EAST ALONG STATE HIGHWAY 16 FRM THE POST OFFICE
 QG0836'AT BINGHAM, SOMERSET COUNTY, ABOUT 0.2 MILE EAST OF THE
 QG0836'BEGINNING OF THE ASPHALT PAVEMENT, 38 FEET NORTH OF THE
 QG0836'CENTER LINE OF THE HIGHWAY, 12 FEET NORTHEAST OF A TRIANGULAR-BLAZED
 QG0836'18-INCH YELLOW BIRCH TREE, ABOUT 3 FEET HIGHER THAN THE HIGHWAY,
 QG0836'AND IN THE TOP OF A 5- BY 7-FOT BOULDER PROJECTING ABOUT 3
 QG0836'FEET ABOVE GROUND.  A STANDARD DISK, STAMPED D 87 1942.
 QG0836
 QG0836                          STATION RECOVERY (1984)
 QG0836
 QG0836'RECOVERY NOTE BY US POWER SQUADRON 1984 (WDH)
 QG0836'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0367 ***********************************************************************
 PD0367  DESIGNATION -  D 88
 PD0367  PID         -  PD0367
 PD0367  STATE/COUNTY-  ME/WASHINGTON
 PD0367  USGS QUAD   -  SCHOODIC LAKE (1984)
 PD0367
 PD0367                         *CURRENT SURVEY CONTROL
 PD0367  ___________________________________________________________________
 PD0367* NAD 83(1986)-  44 44 12.     (N)    067 59 57.     (W)     SCALED    
 PD0367* NAVD 88     -        67.423  (meters)     221.20   (feet)  ADJUSTED  
 PD0367  ___________________________________________________________________
 PD0367  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 PD0367  DYNAMIC HT  -          67.418 (meters)     221.19  (feet)  COMP
 PD0367  MODELED GRAV-     980,549.6   (mgal)                       NAVD 88
 PD0367
 PD0367  VERT ORDER  -  SECOND    CLASS 0
 PD0367
 PD0367.The horizontal coordinates were scaled from a topographic map and have
 PD0367.an estimated accuracy of +/- 6 seconds.
 PD0367
 PD0367.The orthometric height was determined by differential leveling
 PD0367.and adjusted by the National Geodetic Survey in June 1991..
 PD0367
 PD0367.The geoid height was determined by GEOID03.
 PD0367
 PD0367.The dynamic height is computed by dividing the NAVD 88
 PD0367.geopotential number by the normal gravity value computed on the
 PD0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0367.degrees latitude (g = 980.6199 gals.).
 PD0367
 PD0367.The modeled gravity was interpolated from observed gravity values.
 PD0367
 PD0367;                    North         East    Units  Estimated Accuracy
 PD0367;SPC ME E     -   119,000.      339,670.      MT  (+/- 180 meters Scaled)
 PD0367
 PD0367                          SUPERSEDED SURVEY CONTROL
 PD0367
 PD0367  NGVD 29 (??/??/92)   67.602  (m)          221.79   (f) ADJ UNCH    2 0
 PD0367
 PD0367.Superseded values are not recommended for survey control.
 PD0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0367.See file dsdata.txt to determine how the superseded data were derived.
 PD0367
 PD0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK792541(NAD 83)
 PD0367_MARKER: DB = BENCH MARK DISK
 PD0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PD0367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PD0367_STAMPING: D 88 1942
 PD0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0367+STABILITY: SURFACE MOTION
 PD0367
 PD0367  HISTORY     - Date     Condition        Report By
 PD0367  HISTORY     - 1942     MONUMENTED       CGS
 PD0367
 PD0367                          STATION DESCRIPTION
 PD0367
 PD0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PD0367'1 MI S FROM DEBLOIS.
 PD0367'1.0 MILE SOUTH ALONG STATE HIGHWAY 193 FROM THE PUBLIC SCHOOL AT
 PD0367'DEBLOIS, WASHINGTON COUNTY, 0.3 MILE NORTH OF THE NORTH ENTRANCE
 PD0367'TO THE DEBLOIS FLIGHT STRIP, .25 MILE SOUTH OF A SMALL CEMETERY,
 PD0367'31 FEET WEST OF THE CENTERLINE OF THE HIGHWAY 2 FEET NORTH OF
 PD0367'A WHITE WOODEN WITNESS POST, AND 2 FEET HIGHER THAN THE HIGHWAY.
 PD0367'A STANDARD DISK, STAMPED D 88 1942 AND SET IN THE TOP OF A
 PD0367'CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1300 ***********************************************************************
 QG1300  DESIGNATION -  D 89 RESET 1975
 QG1300  PID         -  QG1300
 QG1300  STATE/COUNTY-  ME/PENOBSCOT
 QG1300  USGS QUAD   -  SPRINGFIELD (1988)
 QG1300
 QG1300                         *CURRENT SURVEY CONTROL
 QG1300  ___________________________________________________________________
 QG1300* NAD 83(1986)-  45 23 15.     (N)    068 11 56.     (W)     SCALED    
 QG1300* NAVD 88     -       115.85   (+/-2cm)     380.1    (feet)  VERTCON   
 QG1300  ___________________________________________________________________
 QG1300  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 QG1300
 QG1300  VERT ORDER  -  THIRD (See Below)
 QG1300
 QG1300.The horizontal coordinates were scaled from a topographic map and have
 QG1300.an estimated accuracy of +/- 6 seconds.
 QG1300
 QG1300.The NAVD 88 height was computed by applying the VERTCON shift value to
 QG1300.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QG1300.The vertical order pertains to the NGVD 29 superseded value.
 QG1300
 QG1300.The geoid height was determined by GEOID03.
 QG1300
 QG1300;                    North         East    Units  Estimated Accuracy
 QG1300;SPC ME E     -   191,250.      323,580.      MT  (+/- 180 meters Scaled)
 QG1300
 QG1300                          SUPERSEDED SURVEY CONTROL
 QG1300
 QG1300  NGVD 29 (01/19/06)  116.05   (m)          380.7    (f) RESET       3  
 QG1300
 QG1300.Superseded values are not recommended for survey control.
 QG1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1300.See file dsdata.txt to determine how the superseded data were derived.
 QG1300
 QG1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL627263(NAD 83)
 QG1300_MARKER: DB = BENCH MARK DISK
 QG1300_SETTING: 80 = SET IN A BOULDER
 QG1300_STAMPING: D 89 RESET 1975
 QG1300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG1300+STABILITY: SURFACE MOTION
 QG1300
 QG1300  HISTORY     - Date     Condition        Report By
 QG1300  HISTORY     - 1975     MONUMENTED       MEDT
 QG1300
 QG1300                          STATION DESCRIPTION
 QG1300
 QG1300'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 QG1300'3.0 MI WEST FROM SPRINGFIELD.
 QG1300'ABOUT 3.0 MILES WEST ALONG STATE HIGHWAY NO. 6 (FORMERLY NO 16)
 QG1300'FROM THE POST OFFICE IN SPRINGFIELD AND ALSO ABOUT 660 FEET EAST
 QG1300'OF THE GOTT BROOK PIPE ARCH UNDER THE HIGHWAY, 64 FEET SOUTH OF,
 QG1300'AND 11 FEET ABOVE THE CENTERLINE OF THE HIGHWAY, AND 4.5 FEET
 QG1300'SOUTHEAST OF A METAL WITNESS SIGN NAILED TO A 4 INCH CEDAR TREE,
 QG1300'IN THE TOP OF A 2 BY 2 FOOT EXPOSED PORTION OF A BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0443 ***********************************************************************
 PE0443  DESIGNATION -  D 9
 PE0443  PID         -  PE0443
 PE0443  STATE/COUNTY-  ME/PENOBSCOT
 PE0443  USGS QUAD   -  BANGOR (1991)
 PE0443
 PE0443                         *CURRENT SURVEY CONTROL
 PE0443  ___________________________________________________________________
 PE0443* NAD 83(1986)-  44 50 06.     (N)    068 50 46.     (W)     SCALED    
 PE0443* NAVD 88     -        44.793  (meters)     146.96   (feet)  ADJUSTED  
 PE0443  ___________________________________________________________________
 PE0443  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 PE0443  DYNAMIC HT  -          44.792 (meters)     146.96  (feet)  COMP
 PE0443  MODELED GRAV-     980,579.4   (mgal)                       NAVD 88
 PE0443
 PE0443  VERT ORDER  -  FIRST     CLASS II
 PE0443
 PE0443.The horizontal coordinates were scaled from a topographic map and have
 PE0443.an estimated accuracy of +/- 6 seconds.
 PE0443
 PE0443.The orthometric height was determined by differential leveling
 PE0443.and adjusted by the National Geodetic Survey in June 1991..
 PE0443
 PE0443.The geoid height was determined by GEOID03.
 PE0443
 PE0443.The dynamic height is computed by dividing the NAVD 88
 PE0443.geopotential number by the normal gravity value computed on the
 PE0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0443.degrees latitude (g = 980.6199 gals.).
 PE0443
 PE0443.The modeled gravity was interpolated from observed gravity values.
 PE0443
 PE0443;                    North         East    Units  Estimated Accuracy
 PE0443;SPC ME E     -   129,870.      272,640.      MT  (+/- 180 meters Scaled)
 PE0443
 PE0443                          SUPERSEDED SURVEY CONTROL
 PE0443
 PE0443  NGVD 29 (??/??/92)   44.975  (m)          147.56   (f) ADJ UNCH    1 2
 PE0443
 PE0443.Superseded values are not recommended for survey control.
 PE0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0443.See file dsdata.txt to determine how the superseded data were derived.
 PE0443
 PE0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK121646(NAD 83)
 PE0443_MARKER: DB = BENCH MARK DISK
 PE0443_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE0443_SP_SET: BRIDGE
 PE0443_STAMPING: 147.555 D 9 1927
 PE0443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0443
 PE0443  HISTORY     - Date     Condition        Report By
 PE0443  HISTORY     - 1927     MONUMENTED       CGS
 PE0443  HISTORY     - 1934     GOOD             NGS
 PE0443  HISTORY     - 1978     GOOD             NGS
 PE0443  HISTORY     - 1984     GOOD             USPSQD
 PE0443
 PE0443                          STATION DESCRIPTION
 PE0443
 PE0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PE0443'3 MI N FROM NORTHERN MAINE JUNCTION.
 PE0443'3.0 MILES NORTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 PE0443'NORTHERN MAINE JUNCTION, PENOBSCOT COUNTY, 2.2 MILES SOUTH OF
 PE0443'NORTH BANGOR STATION, AT THE BRIDGE OVER STATE HIGHWAY 222, ON
 PE0443'THE WEST SIDE OF THE BRIDGE, AND IN THE TOP OF THE NORTH
 PE0443'ABUTMENT.  A STANDARD DISK, STAMPED 147.555 D 9 1927.
 PE0443
 PE0443                          STATION RECOVERY (1978)
 PE0443
 PE0443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PE0443'4.15 MILES NORTHWEST ALONG UNION STREET FROM ITS JUNCTION WITH STATE
 PE0443'HIGHWAY 2 AT BANGOR, IN THE TOP OF THE NORTHWEST CORNER OF THE
 PE0443'NORTH ABUTMENT OF THE BANGOR AND AROOSTOOK RAILROAD BRIDGE OVER
 PE0443'UNION STREET.
 PE0443
 PE0443                          STATION RECOVERY (1984)
 PE0443
 PE0443'RECOVERY NOTE BY US POWER SQUADRON 1984
 PE0443'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0441 ***********************************************************************
 PE0441  DESIGNATION -  D 90
 PE0441  PID         -  PE0441
 PE0441  STATE/COUNTY-  ME/HANCOCK
 PE0441  USGS QUAD   -  BRANCH LAKE (1981)
 PE0441
 PE0441                         *CURRENT SURVEY CONTROL
 PE0441  ___________________________________________________________________
 PE0441* NAD 83(1986)-  44 36 58.     (N)    068 30 20.     (W)     SCALED    
 PE0441* NAVD 88     -        79.061  (meters)     259.39   (feet)  ADJUSTED  
 PE0441  ___________________________________________________________________
 PE0441  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 PE0441  DYNAMIC HT  -          79.054 (meters)     259.36  (feet)  COMP
 PE0441  MODELED GRAV-     980,531.5   (mgal)                       NAVD 88
 PE0441  OBS GRAVITY -     980,534.5   (mgal)                       GRAV_OBS
 PE0441
 PE0441  VERT ORDER  -  FIRST     CLASS I
 PE0441
 PE0441.The horizontal coordinates were scaled from a topographic map and have
 PE0441.an estimated accuracy of +/- 6 seconds.
 PE0441
 PE0441.The orthometric height was determined by differential leveling
 PE0441.and adjusted by the National Geodetic Survey in June 1991..
 PE0441
 PE0441.The geoid height was determined by GEOID03.
 PE0441
 PE0441.The dynamic height is computed by dividing the NAVD 88
 PE0441.geopotential number by the normal gravity value computed on the
 PE0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0441.degrees latitude (g = 980.6199 gals.).
 PE0441
 PE0441.The modeled gravity was interpolated from observed gravity values.
 PE0441.The observed gravity was obtained from relative gravimeter ties
 PE0441.to the IGSN71 gravity network.
 PE0441
 PE0441;                    North         East    Units  Estimated Accuracy
 PE0441;SPC ME E     -   105,490.      299,560.      MT  (+/- 180 meters Scaled)
 PE0441
 PE0441                          SUPERSEDED SURVEY CONTROL
 PE0441
 PE0441  NGVD 29 (??/??/92)   79.248  (m)          260.00   (f) ADJ UNCH    1 1
 PE0441
 PE0441.Superseded values are not recommended for survey control.
 PE0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0441.See file dsdata.txt to determine how the superseded data were derived.
 PE0441
 PE0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK392404(NAD 83)
 PE0441_MARKER: DB = BENCH MARK DISK
 PE0441_SETTING: 66 = SET IN ROCK OUTCROP
 PE0441_SP_SET: ROCK OUTCROP
 PE0441_STAMPING: D 90 1942
 PE0441_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0441+STABILITY: POSITION/ELEVATION WELL
 PE0441
 PE0441  HISTORY     - Date     Condition        Report By
 PE0441  HISTORY     - 1942     MONUMENTED       CGS
 PE0441  HISTORY     - 1966     GOOD             NGS
 PE0441  HISTORY     - 1978     GOOD             DMA
 PE0441  HISTORY     - 1987     GOOD             USPSQD
 PE0441
 PE0441                          STATION DESCRIPTION
 PE0441
 PE0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0441'5.4 MI NW FROM ELLSWORTH FALLS.
 PE0441'5.4 MILES NORTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE0441'CROSSING OF STATE HIGHWAY 179 AT ELLSWORTH FALLS, ALSO ABOUT
 PE0441'4.7 MILES SOUTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE0441'CROSSING OF A BLACK TOPPED ROAD AT GREEN LAKE, 66 FEET EAST OF
 PE0441'AND ACROSS THE TRACK FROM MILEPOST P159/C111, IN THE TOP OF A
 PE0441'ROCK THAT THE EXPOSED PORTION IS ABOUT 6-BY-9-FOOT AND PROJECTS
 PE0441'2 1/2 FEET, 34.0 FEET NORTHEAST OF THE NORTHEAST RAIL, 2 FEET
 PE0441'SOUTH OF THE NORTH END OF THE ROCK, AND ABOUT LEVEL WITH THE
 PE0441'TRACK.
 PE0441
 PE0441                          STATION RECOVERY (1978)
 PE0441
 PE0441'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PE0441'RECOVERED IN GOOD CONDITION.
 PE0441
 PE0441                          STATION RECOVERY (1987)
 PE0441
 PE0441'RECOVERY NOTE BY US POWER SQUADRON 1987 (ELG)
 PE0441'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0074 ***********************************************************************
 PE0074  DESIGNATION -  D 91
 PE0074  PID         -  PE0074
 PE0074  STATE/COUNTY-  ME/HANCOCK
 PE0074  USGS QUAD   -  TUNK LAKE (1982)
 PE0074
 PE0074                         *CURRENT SURVEY CONTROL
 PE0074  ___________________________________________________________________
 PE0074* NAD 83(1986)-  44 32 07.     (N)    068 05 11.     (W)     SCALED    
 PE0074* NAVD 88     -        81.007  (meters)     265.77   (feet)  ADJUSTED  
 PE0074  ___________________________________________________________________
 PE0074  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 PE0074  DYNAMIC HT  -          81.002 (meters)     265.75  (feet)  COMP
 PE0074  MODELED GRAV-     980,549.4   (mgal)                       NAVD 88
 PE0074  OBS GRAVITY -     980,549.9   (mgal)                       GRAV_OBS
 PE0074
 PE0074  VERT ORDER  -  FIRST     CLASS I
 PE0074
 PE0074.The horizontal coordinates were scaled from a topographic map and have
 PE0074.an estimated accuracy of +/- 6 seconds.
 PE0074
 PE0074.The orthometric height was determined by differential leveling
 PE0074.and adjusted by the National Geodetic Survey in June 1991..
 PE0074
 PE0074.The geoid height was determined by GEOID03.
 PE0074
 PE0074.The dynamic height is computed by dividing the NAVD 88
 PE0074.geopotential number by the normal gravity value computed on the
 PE0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0074.degrees latitude (g = 980.6199 gals.).
 PE0074
 PE0074.The modeled gravity was interpolated from observed gravity values.
 PE0074.The observed gravity was obtained from relative gravimeter ties
 PE0074.to the IGSN71 gravity network.
 PE0074
 PE0074;                    North         East    Units  Estimated Accuracy
 PE0074;SPC ME E     -    96,590.      332,870.      MT  (+/- 180 meters Scaled)
 PE0074
 PE0074                          SUPERSEDED SURVEY CONTROL
 PE0074
 PE0074  NGVD 29 (??/??/92)   81.210  (m)          266.44   (f) ADJ UNCH    1 1
 PE0074
 PE0074.Superseded values are not recommended for survey control.
 PE0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0074.See file dsdata.txt to determine how the superseded data were derived.
 PE0074
 PE0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK725317(NAD 83)
 PE0074_MARKER: DB = BENCH MARK DISK
 PE0074_SETTING: 66 = SET IN ROCK OUTCROP
 PE0074_SP_SET: ROCK CUT
 PE0074_STAMPING: D 91 1942
 PE0074_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0074+STABILITY: POSITION/ELEVATION WELL
 PE0074
 PE0074  HISTORY     - Date     Condition        Report By
 PE0074  HISTORY     - 1942     MONUMENTED       CGS
 PE0074  HISTORY     - 1966     GOOD             NGS
 PE0074  HISTORY     - 1978     GOOD             DMA
 PE0074
 PE0074                          STATION DESCRIPTION
 PE0074
 PE0074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0074'1.7 MI E FROM TUNK LAKE.
 PE0074'1.7 MILES EAST ALONG THE MAINE CENTRAL RAILROAD FROM THE CROSSING
 PE0074'OF STATE HIGHWAY 183 AT TUNK LAKE, ABOUT 0.15 MILE WEST OF
 PE0074'MILEPOST P187/C83, ON THE OUTSIDE OF A CURVE WITH TANGENTS
 PE0074'EXTENDING NORTHEAST AND NORTHWEST, IN THE TOP OF A ROCK THAT
 PE0074'THE EXPOSED PORTION IS ABOUT 14 FEET LONG BY 3 1/2 FEET HIGH
 PE0074'AND IS PART OF A LONG LOW CUT, 8.5 FEET SOUTH OF THE SOUTH RAIL,
 PE0074'3 FEET SOUTHWEST OF THE NORTHEAST CORNER OF THE ROCK, AND ABOUT
 PE0074'2 1/2 FEET ABOVE THE LEVEL OF THE TRACK.
 PE0074
 PE0074                          STATION RECOVERY (1978)
 PE0074
 PE0074'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PE0074'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0207 ***********************************************************************
 PF0207  DESIGNATION -  D 92
 PF0207  PID         -  PF0207
 PF0207  STATE/COUNTY-  ME/OXFORD
 PF0207  USGS QUAD   -  SPECKLED MOUNTAIN (1970)
 PF0207
 PF0207                         *CURRENT SURVEY CONTROL
 PF0207  ___________________________________________________________________
 PF0207* NAD 83(1986)-  44 18 29.     (N)    070 58 46.     (W)     SCALED    
 PF0207* NAVD 88     -       411.567  (meters)    1350.28   (feet)  POSTED    
 PF0207  ___________________________________________________________________
 PF0207  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 PF0207  DYNAMIC HT  -         411.500 (meters)    1350.06  (feet)  COMP
 PF0207  MODELED GRAV-     980,430.8   (mgal)                       NAVD 88
 PF0207
 PF0207  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 PF0207
 PF0207.The horizontal coordinates were scaled from a topographic map and have
 PF0207.an estimated accuracy of +/- 6 seconds.
 PF0207
 PF0207.The orthometric height was determined by differential leveling
 PF0207.and adjusted by the National Geodetic Survey in 1992..
 PF0207.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 PF0207.rate of 4.1 thru 8.0 mm/km.
 PF0207
 PF0207.The geoid height was determined by GEOID03.
 PF0207
 PF0207.The dynamic height is computed by dividing the NAVD 88
 PF0207.geopotential number by the normal gravity value computed on the
 PF0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0207.degrees latitude (g = 980.6199 gals.).
 PF0207
 PF0207.The modeled gravity was interpolated from observed gravity values.
 PF0207
 PF0207;                    North         East    Units  Estimated Accuracy
 PF0207;SPC ME W     -   164,160.      835,150.      MT  (+/- 180 meters Scaled)
 PF0207
 PF0207                          SUPERSEDED SURVEY CONTROL
 PF0207
 PF0207  NGVD 29 (??/??/92)  411.667  (m)         1350.61   (f) ADJ UNCH    2 0
 PF0207
 PF0207.Superseded values are not recommended for survey control.
 PF0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0207.See file dsdata.txt to determine how the superseded data were derived.
 PF0207
 PF0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK421079(NAD 83)
 PF0207_MARKER: DB = BENCH MARK DISK
 PF0207_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PF0207_SP_SET: CULVERT
 PF0207_STAMPING: D 92 1942
 PF0207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PF0207_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PF0207+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2004
 PF0207
 PF0207  HISTORY     - Date     Condition        Report By
 PF0207  HISTORY     - 1942     MONUMENTED       CGS
 PF0207  HISTORY     - 1976     GOOD             NGS
 PF0207  HISTORY     - 20041001 GOOD             GEOCAC
 PF0207
 PF0207                          STATION DESCRIPTION
 PF0207
 PF0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PF0207'5.8 MI N FROM NORTH CHATHAM.
 PF0207'IN OXFORD COUNTY, MAINE, ABOUT 5.8 MILES NORTH ALONG THE EVANS
 PF0207'NOTCH ROAD FROM THE POST OFFICE AT NORTH CHATHAM, CARROLL COUNTY,
 PF0207'NEW HAMPSHIRE, ABOUT 3.9 MILES NORTH OF THE MAINE-NEW HAMPSHIRE
 PF0207'STATE LINE, ABOUT 0.15 MILE EAST OF THE JUNCTION OF A SIDE ROAD
 PF0207'LEADING SOUTHEAST, AT A SMALL CONCRETE PIPE CULVERT, 16 FEET
 PF0207'SOUTHWEST OF THE SOUTH HEAD WALL, 19.5 FEET SOUTH OF THE CENTER
 PF0207'LINE OF THE ROAD, AND ABOUT 1/2 FOOT LOWER THAN THE ROAD.  A
 PF0207'STANDARD DISK, STAMPED D 92 1942.
 PF0207
 PF0207                          STATION RECOVERY (1976)
 PF0207
 PF0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 PF0207'RECOVERED IN GOOD CONDITION.
 PF0207
 PF0207                          STATION RECOVERY (2004)
 PF0207
 PF0207'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 PF0207'RECOVERED AT DESCRIBED LOCATION IN GOOD CONDITION. MOUNTED IN LEDGE.
 PF0207'THERE IS A WITNESS POST MARKER ABOUT 10 FEET BEHIND THE DISK AND ABOUT
 PF0207'3 FEET HIGHER, SCREWED INTO THE BASE OF A TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0092 ***********************************************************************
 PE0092  DESIGNATION -  D 93
 PE0092  PID         -  PE0092
 PE0092  STATE/COUNTY-  ME/HANCOCK
 PE0092  USGS QUAD   -  SULLIVAN (1982)
 PE0092
 PE0092                         *CURRENT SURVEY CONTROL
 PE0092  ___________________________________________________________________
 PE0092* NAD 83(1986)-  44 33 27.     (N)    068 14 45.     (W)     SCALED    
 PE0092* NAVD 88     -        21.623  (meters)      70.94   (feet)  ADJUSTED  
 PE0092  ___________________________________________________________________
 PE0092  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 PE0092  DYNAMIC HT  -          21.622 (meters)      70.94  (feet)  COMP
 PE0092  MODELED GRAV-     980,566.8   (mgal)                       NAVD 88
 PE0092
 PE0092  VERT ORDER  -  SECOND    CLASS 0
 PE0092
 PE0092.The horizontal coordinates were scaled from a topographic map and have
 PE0092.an estimated accuracy of +/- 6 seconds.
 PE0092
 PE0092.The orthometric height was determined by differential leveling
 PE0092.and adjusted by the National Geodetic Survey in June 1991..
 PE0092
 PE0092.The geoid height was determined by GEOID03.
 PE0092
 PE0092.The dynamic height is computed by dividing the NAVD 88
 PE0092.geopotential number by the normal gravity value computed on the
 PE0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0092.degrees latitude (g = 980.6199 gals.).
 PE0092
 PE0092.The modeled gravity was interpolated from observed gravity values.
 PE0092
 PE0092;                    North         East    Units  Estimated Accuracy
 PE0092;SPC ME E     -    99,010.      320,190.      MT  (+/- 180 meters Scaled)
 PE0092
 PE0092                          SUPERSEDED SURVEY CONTROL
 PE0092
 PE0092  NGVD 29 (??/??/92)   21.826  (m)           71.61   (f) ADJ UNCH    2 0
 PE0092
 PE0092.Superseded values are not recommended for survey control.
 PE0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0092.See file dsdata.txt to determine how the superseded data were derived.
 PE0092
 PE0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK598340(NAD 83)
 PE0092_MARKER: DB = BENCH MARK DISK
 PE0092_SETTING: 80 = SET IN A BOULDER
 PE0092_SP_SET: BOULDER
 PE0092_STAMPING: D 93 1942
 PE0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0092+STABILITY: SURFACE MOTION
 PE0092
 PE0092  HISTORY     - Date     Condition        Report By
 PE0092  HISTORY     - 1942     MONUMENTED       CGS
 PE0092  HISTORY     - 1966     GOOD             NGS
 PE0092
 PE0092                          STATION DESCRIPTION
 PE0092
 PE0092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0092'2.3 MI NW FROM WEST SULLIVAN.
 PE0092'2.3 MILES NORTHWEST ALONG A BLACK TOPPED ROAD FROM THE JUNCTION
 PE0092'OF U.S HIGHWAY 1 AT WEST SULLIVAN, ABOUT 0.15 MILE SOUTH OF A
 PE0092'ONE STORY FRAME HOUSE, ON THE NORTH SIDE OF A VERY NARROW VALLEY,
 PE0092'BETWEEN TWO SHORT HILLS, SET IN THE TOP OF A BOULDER WHICH IS
 PE0092'6 FEET LONG-4 FEET WIDE AND 3 FEET HIGH, 38 FEET EAST OF THE
 PE0092'CENTER LINE OF THE ROAD, 43 FEET NORTHEAST OF THE APPROXIMATE
 PE0092'CENTER OF THE JUNCTION OF ROAD AND DIM DRIVEWAY LEADING WEST
 PE0092'TO A CLEARING, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0145 ***********************************************************************
 PD0145  DESIGNATION -  D 94
 PD0145  PID         -  PD0145
 PD0145  STATE/COUNTY-  ME/WASHINGTON
 PD0145  USGS QUAD   -  HADLEY LAKE (1987)
 PD0145
 PD0145                         *CURRENT SURVEY CONTROL
 PD0145  ___________________________________________________________________
 PD0145* NAD 83(1986)-  44 48 10.     (N)    067 24 50.     (W)     SCALED    
 PD0145* NAVD 88     -        32.216  (meters)     105.70   (feet)  ADJUSTED  
 PD0145  ___________________________________________________________________
 PD0145  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 PD0145  DYNAMIC HT  -          32.215 (meters)     105.69  (feet)  COMP
 PD0145  MODELED GRAV-     980,589.5   (mgal)                       NAVD 88
 PD0145  OBS GRAVITY -     980,588.9   (mgal)                       GRAV_OBS
 PD0145
 PD0145  VERT ORDER  -  FIRST     CLASS I
 PD0145
 PD0145.The horizontal coordinates were scaled from a topographic map and have
 PD0145.an estimated accuracy of +/- 6 seconds.
 PD0145
 PD0145.The orthometric height was determined by differential leveling
 PD0145.and adjusted by the National Geodetic Survey in June 1991..
 PD0145.WARNING-Repeat measurements at this control monument indicate possible
 PD0145.vertical movement.
 PD0145
 PD0145.The geoid height was determined by GEOID03.
 PD0145
 PD0145.The dynamic height is computed by dividing the NAVD 88
 PD0145.geopotential number by the normal gravity value computed on the
 PD0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0145.degrees latitude (g = 980.6199 gals.).
 PD0145
 PD0145.The modeled gravity was interpolated from observed gravity values.
 PD0145.The observed gravity was obtained from relative gravimeter ties
 PD0145.to the IGSN71 gravity network.
 PD0145
 PD0145;                    North         East    Units  Estimated Accuracy
 PD0145;SPC ME E     -   126,800.      385,920.      MT  (+/- 180 meters Scaled)
 PD0145
 PD0145                          SUPERSEDED SURVEY CONTROL
 PD0145
 PD0145  NGVD 29 (??/??/92)   32.422  (m)          106.37   (f) ADJ UNCH    1 1
 PD0145
 PD0145.Superseded values are not recommended for survey control.
 PD0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0145.See file dsdata.txt to determine how the superseded data were derived.
 PD0145
 PD0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK254622(NAD 83)
 PD0145_MARKER: DB = BENCH MARK DISK
 PD0145_SETTING: 80 = SET IN A BOULDER
 PD0145_SP_SET: BOULDER
 PD0145_STAMPING: D 94 1942
 PD0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0145+STABILITY: SURFACE MOTION
 PD0145
 PD0145  HISTORY     - Date     Condition        Report By
 PD0145  HISTORY     - 1942     MONUMENTED       CGS
 PD0145  HISTORY     - 1966     GOOD             NGS
 PD0145  HISTORY     - 1978     GOOD             DMA
 PD0145
 PD0145                          STATION DESCRIPTION
 PD0145
 PD0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PD0145'3 MI N FROM JACKSONVILLE.
 PD0145'3.0 MILES NORTH ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PD0145'CROSSING OF STATE HIGHWAY 191 AT JACKSONVILLE, ABOUT
 PD0145'0.35 MILE SOUTH OF MILEPOST C35/P235, IN THE TOP OF A 3-BY-3-FOOT
 PD0145'EXPOSED PORTION OF A FLAT EMBEDDED BOULDER THAT IS FLUSH WITH
 PD0145'THE GROUND, 84 FEET NORTH OF THE CENTER LINE OF A TRAIL LEADING
 PD0145'TO TRACK, 21.5 FEET EAST OF THE EAST RAIL, 95.5 FEET NORTHEAST OF
 PD0145'AND ACROSS THE TRACK FROM BENCH MARK X 6 DESCRIBED, AND ABOUT
 PD0145'LEVEL WITH THE TRACK.
 PD0145
 PD0145                          STATION RECOVERY (1978)
 PD0145
 PD0145'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PD0145'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0226 ***********************************************************************
 OB0226  DESIGNATION -  D 97
 OB0226  PID         -  OB0226
 OB0226  STATE/COUNTY-  ME/CUMBERLAND
 OB0226  USGS QUAD   -  BRUNSWICK (1980)
 OB0226
 OB0226                         *CURRENT SURVEY CONTROL
 OB0226  ___________________________________________________________________
 OB0226* NAD 83(1986)-  43 53 55.     (N)    069 56 03.     (W)     SCALED    
 OB0226* NAVD 88     -        21.782  (meters)      71.46   (feet)  ADJUSTED  
 OB0226  ___________________________________________________________________
 OB0226  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 OB0226  DYNAMIC HT  -          21.780 (meters)      71.46  (feet)  COMP
 OB0226  MODELED GRAV-     980,520.8   (mgal)                       NAVD 88
 OB0226
 OB0226  VERT ORDER  -  SECOND    CLASS 0
 OB0226
 OB0226.The horizontal coordinates were scaled from a topographic map and have
 OB0226.an estimated accuracy of +/- 6 seconds.
 OB0226
 OB0226.The orthometric height was determined by differential leveling
 OB0226.and adjusted by the National Geodetic Survey in June 1991..
 OB0226
 OB0226.The geoid height was determined by GEOID03.
 OB0226
 OB0226.The dynamic height is computed by dividing the NAVD 88
 OB0226.geopotential number by the normal gravity value computed on the
 OB0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0226.degrees latitude (g = 980.6199 gals.).
 OB0226
 OB0226.The modeled gravity was interpolated from observed gravity values.
 OB0226
 OB0226;                    North         East    Units  Estimated Accuracy
 OB0226;SPC ME W     -   118,380.      918,680.      MT  (+/- 180 meters Scaled)
 OB0226
 OB0226                          SUPERSEDED SURVEY CONTROL
 OB0226
 OB0226  NGVD 29 (??/??/92)   21.980  (m)           72.11   (f) ADJ UNCH    2 0
 OB0226
 OB0226.Superseded values are not recommended for survey control.
 OB0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0226.See file dsdata.txt to determine how the superseded data were derived.
 OB0226
 OB0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ249610(NAD 83)
 OB0226_MARKER: DB = BENCH MARK DISK
 OB0226_SETTING: 0 = UNSPECIFIED SETTING
 OB0226_STAMPING: D 97 1943
 OB0226_MARK LOGO: CGS   
 OB0226_MAGNETIC: N = NO MAGNETIC MATERIAL
 OB0226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OB0226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OB0226+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1995
 OB0226
 OB0226  HISTORY     - Date     Condition        Report By
 OB0226  HISTORY     - 1943     MONUMENTED       CGS
 OB0226  HISTORY     - 1957     GOOD             NGS
 OB0226  HISTORY     - 1984     GOOD             LOCENG
 OB0226  HISTORY     - 19950601 GOOD             NGS
 OB0226
 OB0226                          STATION DESCRIPTION
 OB0226
 OB0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OB0226'1.9 MI SE FROM BRUNSWICK.
 OB0226'ABOUT 1.9 MILES SE OF, ON NAS BRUNSWICK.  THE BM IS NOW BURIED UNDER
 OB0226'THE GRASS PLOT TO THE WEST OF THE NEW CONTROL TOWER, 1.3 FT. WEST OF
 OB0226'THE EAST CORNER OF A BURIED ELECTRICAL MANHOLE, 2.2 FT. EAST FROM THE
 OB0226'STEEL EDGE OF THE NE OF 2 CIRCULAR MANHOLE COVERS, 71 FT. WEST FROM
 OB0226'THE DOOR ON THE WEST SIDE OF THE CONTROL TOWER.  A STANDARD DISK,
 OB0226'STAMPED D 97 1943 BURIED APPROX. 8 IN. IN THE GROUND.  NOTE-- THE OLD
 OB0226'CONTROL TOWER HAS BEEN REMOVED AND REPLACED BY THE PRESENT BLDG. 200.
 OB0226
 OB0226                          STATION RECOVERY (1984)
 OB0226
 OB0226'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984
 OB0226'RECOVERED IN GOOD CONDITION.
 OB0226
 OB0226                          STATION RECOVERY (1995)
 OB0226
 OB0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (RWD)
 OB0226'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0160 ***********************************************************************
 OC0160  DESIGNATION -  D 98
 OC0160  PID         -  OC0160
 OC0160  STATE/COUNTY-  ME/CUMBERLAND
 OC0160  USGS QUAD   -  PROUTS NECK (1978)
 OC0160
 OC0160                         *CURRENT SURVEY CONTROL
 OC0160  ___________________________________________________________________
 OC0160* NAD 83(1986)-  43 34 46.     (N)    070 16 06.     (W)     SCALED    
 OC0160* NAVD 88     -         8.901  (meters)      29.20   (feet)  ADJUSTED  
 OC0160  ___________________________________________________________________
 OC0160  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 OC0160  DYNAMIC HT  -           8.900 (meters)      29.20  (feet)  COMP
 OC0160  MODELED GRAV-     980,504.9   (mgal)                       NAVD 88
 OC0160
 OC0160  VERT ORDER  -  SECOND    CLASS 0
 OC0160
 OC0160.The horizontal coordinates were scaled from a topographic map and have
 OC0160.an estimated accuracy of +/- 6 seconds.
 OC0160
 OC0160.The orthometric height was determined by differential leveling
 OC0160.and adjusted by the National Geodetic Survey in June 1991..
 OC0160
 OC0160.The geoid height was determined by GEOID03.
 OC0160
 OC0160.The dynamic height is computed by dividing the NAVD 88
 OC0160.geopotential number by the normal gravity value computed on the
 OC0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0160.degrees latitude (g = 980.6199 gals.).
 OC0160
 OC0160.The modeled gravity was interpolated from observed gravity values.
 OC0160
 OC0160;                    North         East    Units  Estimated Accuracy
 OC0160;SPC ME W     -    82,890.      891,790.      MT  (+/- 180 meters Scaled)
 OC0160
 OC0160                          SUPERSEDED SURVEY CONTROL
 OC0160
 OC0160  NGVD 29 (??/??/92)    9.125  (m)           29.94   (f) ADJ UNCH    2 0
 OC0160
 OC0160.Superseded values are not recommended for survey control.
 OC0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0160.See file dsdata.txt to determine how the superseded data were derived.
 OC0160
 OC0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ975259(NAD 83)
 OC0160_MARKER: DB = BENCH MARK DISK
 OC0160_SETTING: 66 = SET IN ROCK OUTCROP
 OC0160_SP_SET: ROCK LEDGE
 OC0160_STAMPING: D 98 1943
 OC0160_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC0160+STABILITY: POSITION/ELEVATION WELL
 OC0160
 OC0160  HISTORY     - Date     Condition        Report By
 OC0160  HISTORY     - 1943     MONUMENTED       CGS
 OC0160
 OC0160                          STATION DESCRIPTION
 OC0160
 OC0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 OC0160'4.1 MI E FROM SCARBORO.
 OC0160'1.8 MILES SOUTHEAST ALONG STATE HIGHWAY 207 FROM SCARBORO,
 OC0160'CUMBERLAND COUNTY, THENCE 2.3 MILES NORTHEAST ALONG STATE
 OC0160'HIGHWAY 77, 0.1 MILE WEST OF THE T-JUNCTION OF A ROAD LEADING NORTH,
 OC0160'AT THE FOURTH TELEPHONE AND POWER-TRANSMISSION LINE POLE WEST OF
 OC0160'JUNCTION, 98.5 FEET NORTHEAST OF A SMALL COTTAGE, 31 FEET SOUTH
 OC0160'OF THE CENTERLINE OF THE HIGHWAY 13 FEET SOUTH OF THE POLE, IN LEDGE
 OC0160'ROCK, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0464 ***********************************************************************
 OC0464  DESIGNATION -  D 99
 OC0464  PID         -  OC0464
 OC0464  STATE/COUNTY-  ME/YORK
 OC0464  USGS QUAD   -  YORK BEACH (1998)
 OC0464
 OC0464                         *CURRENT SURVEY CONTROL
 OC0464  ___________________________________________________________________
 OC0464* NAD 83(1986)-  43 13 51.     (N)    070 35 22.     (W)     SCALED    
 OC0464* NAVD 88     -        22.719  (meters)      74.54   (feet)  ADJUSTED  
 OC0464  ___________________________________________________________________
 OC0464  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 OC0464  DYNAMIC HT  -          22.715 (meters)      74.52  (feet)  COMP
 OC0464  MODELED GRAV-     980,468.1   (mgal)                       NAVD 88
 OC0464
 OC0464  VERT ORDER  -  SECOND    CLASS 0
 OC0464
 OC0464.The horizontal coordinates were scaled from a topographic map and have
 OC0464.an estimated accuracy of +/- 6 seconds.
 OC0464
 OC0464.The orthometric height was determined by differential leveling
 OC0464.and adjusted by the National Geodetic Survey in June 1991..
 OC0464
 OC0464.The geoid height was determined by GEOID03.
 OC0464
 OC0464.The dynamic height is computed by dividing the NAVD 88
 OC0464.geopotential number by the normal gravity value computed on the
 OC0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0464.degrees latitude (g = 980.6199 gals.).
 OC0464
 OC0464.The modeled gravity was interpolated from observed gravity values.
 OC0464
 OC0464;                    North         East    Units  Estimated Accuracy
 OC0464;SPC ME W     -    44,250.      865,660.      MT  (+/- 180 meters Scaled)
 OC0464
 OC0464                          SUPERSEDED SURVEY CONTROL
 OC0464
 OC0464  NGVD 29 (??/??/92)   22.946  (m)           75.28   (f) ADJ UNCH    2 0
 OC0464
 OC0464.Superseded values are not recommended for survey control.
 OC0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0464.See file dsdata.txt to determine how the superseded data were derived.
 OC0464
 OC0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH709876(NAD 83)
 OC0464_MARKER: DB = BENCH MARK DISK
 OC0464_SETTING: 80 = SET IN A BOULDER
 OC0464_SP_SET: BOULDER
 OC0464_STAMPING: D 99 1943
 OC0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC0464+STABILITY: SURFACE MOTION
 OC0464
 OC0464  HISTORY     - Date     Condition        Report By
 OC0464  HISTORY     - 1943     MONUMENTED       CGS
 OC0464  HISTORY     - 1976     GOOD             NGS
 OC0464  HISTORY     - 1988     GOOD             USPSQD
 OC0464  HISTORY     - 1989     GOOD             USPSQD
 OC0464
 OC0464                          STATION DESCRIPTION
 OC0464
 OC0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 OC0464'1.5 MI SE FROM OGUNQUIT.
 OC0464'1.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 1A FROM THE POST OFFICE
 OC0464'AT OGUNQUIT, YORK COUNTY, AT THE TOP OF A SMALL HILL.  45 FEET
 OC0464'EAST OF THE CENTER LINE OF THE HIGHWAY, ON THE INSIDE OF A PRIVATE
 OC0464'DRIVEWAY WHICH HAS TWO STONE PILLARS AT THE ENTRANCE 30 FEET
 OC0464'EAST OF THE NORTH PILLAR 28 FEET EAST OF THE SOUTH PILLAR, AND
 OC0464'IN AN OUTCROPPING BOULDER FLUSH WITH THE GROUND.
 OC0464
 OC0464                          STATION RECOVERY (1976)
 OC0464
 OC0464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0464'RECOVERED IN GOOD CONDITION.
 OC0464
 OC0464                          STATION RECOVERY (1988)
 OC0464
 OC0464'RECOVERY NOTE BY US POWER SQUADRON 1988 (RSR)
 OC0464'RECOVERED IN GOOD CONDITION.
 OC0464
 OC0464                          STATION RECOVERY (1989)
 OC0464
 OC0464'RECOVERY NOTE BY US POWER SQUADRON 1989 (RSR)
 OC0464'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1147 ***********************************************************************
 QF1147  DESIGNATION -  D IBC
 QF1147  PID         -  QF1147
 QF1147  STATE/COUNTY-  ME/WASHINGTON
 QF1147  USGS QUAD   -  KELLEYLAND (1988)
 QF1147
 QF1147                         *CURRENT SURVEY CONTROL
 QF1147  ___________________________________________________________________
 QF1147* NAD 83(1996)-  45 22 03.63781(N)    067 25 59.59063(W)     ADJUSTED  
 QF1147* NAVD 88     -        64.     (meters)     210.     (feet)  SCALED    
 QF1147  ___________________________________________________________________
 QF1147  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 QF1147  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 QF1147
 QF1147  HORZ ORDER  -  THIRD
 QF1147
 QF1147.The horizontal coordinates were established by classical geodetic methods
 QF1147.and adjusted by the National Geodetic Survey in March 1998..
 QF1147
 QF1147.The orthometric height was scaled from a topographic map.
 QF1147
 QF1147.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1147
 QF1147.The geoid height was determined by GEOID03.
 QF1147
 QF1147;                    North         East     Units Scale Factor Converg.
 QF1147;SPC ME E     -   189,555.007   383,564.155   MT  0.99998583   +0 45 33.1
 QF1147;UTM  19      - 5,024,989.944   622,693.761   MT  0.99978509   +1 06 54.4
 QF1147
 QF1147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1147!SPC ME E     -   0.99999370  x   0.99998583  =   0.99997953
 QF1147!UTM  19      -   0.99999370  x   0.99978509  =   0.99977879
 QF1147
 QF1147|---------------------------------------------------------------------|
 QF1147| PID    Reference Object                     Distance      Geod. Az  |
 QF1147|                                                           dddmmss.s |
 QF1147| QF1142 B IBC 1910                          190.871 METERS 02527     |
 QF1147| QF1134 A IBC 1910                          279.177 METERS 03658     |
 QF1147| QF1137 C IBC 1910                          115.111 METERS 10958     |
 QF1147| QF1156 E IBC                               325.380 METERS 19218     |
 QF1147| QF1157 F IBC                               355.877 METERS 20314     |
 QF1147|---------------------------------------------------------------------|
 QF1147
 QF1147                          SUPERSEDED SURVEY CONTROL
 QF1147
 QF1147  NAD 83(1992)-  45 22 03.63561(N)    067 25 59.58989(W) AD(       ) 3
 QF1147  NAD 83(1986)-  45 22 03.63951(N)    067 25 59.59777(W) AD(       ) 3
 QF1147  NAD 27      -  45 22 03.38200(N)    067 26 01.58300(W) AD(       ) 3
 QF1147
 QF1147.Superseded values are not recommended for survey control.
 QF1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1147.See file dsdata.txt to determine how the superseded data were derived.
 QF1147
 QF1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2269424990(NAD 83)
 QF1147_MARKER: W = UNMONUMENTED
 QF1147_SETTING: 0 = UNSPECIFIED SETTING
 QF1147
 QF1147  HISTORY     - Date     Condition        Report By
 QF1147  HISTORY     - 1894     MONUMENTED       IBC
 QF1147  HISTORY     - 1946     MARK NOT FOUND   IBC
 QF1147
 QF1147                          STATION DESCRIPTION
 QF1147
 QF1147'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1894 (WFK)
 QF1147'ON THE POINT ON THE W SIDE OF THE MOUTH OF THE ST CROIX RIVER.
 QF1147
 QF1147                          STATION RECOVERY (1946)
 QF1147
 QF1147'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF1147'UNABLE TO LOCATE STATION FROM STATION---BIN---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0087 ***********************************************************************
 RG0087  DESIGNATION -  DAAQUAM
 RG0087  PID         -  RG0087
 RG0087  STATE/COUNTY-  ME/AROOSTOOK
 RG0087  USGS QUAD   -  DAAQUAM (1987)
 RG0087
 RG0087                         *CURRENT SURVEY CONTROL
 RG0087  ___________________________________________________________________
 RG0087* NAD 83(1996)-  46 35 50.97030(N)    070 01 04.95336(W)     ADJUSTED  
 RG0087* NAVD 88     -       347.9    (meters)    1141.     (feet)  VERTCON   
 RG0087  ___________________________________________________________________
 RG0087  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 RG0087  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 RG0087
 RG0087  HORZ ORDER  -  SECOND
 RG0087
 RG0087.The horizontal coordinates were established by classical geodetic methods
 RG0087.and adjusted by the National Geodetic Survey in March 1998..
 RG0087
 RG0087.The NAVD 88 height was computed by applying the VERTCON shift value to
 RG0087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RG0087
 RG0087.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0087
 RG0087.The geoid height was determined by GEOID03.
 RG0087
 RG0087;                    North         East     Units Scale Factor Converg.
 RG0087;SPC ME E     -   326,802.372   183,691.933   MT  1.00006623   -1 06 11.0
 RG0087;SPC ME W     -   418,293.498   911,387.980   MT  0.99996826   +0 06 28.7
 RG0087;UTM  19      - 5,160,939.747   422,023.627   MT  0.99967474   -0 44 22.9
 RG0087
 RG0087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0087!SPC ME E     -   0.99994960  x   1.00006623  =   1.00001583
 RG0087!SPC ME W     -   0.99994960  x   0.99996826  =   0.99991786
 RG0087!UTM  19      -   0.99994960  x   0.99967474  =   0.99962436
 RG0087
 RG0087|---------------------------------------------------------------------|
 RG0087| PID    Reference Object                     Distance      Geod. Az  |
 RG0087|                                                           dddmmss.s |
 RG0087| DA5390 DAAQUAM RM 1                         19.787 METERS 01043     |
 RG0087| DA5391 DAAQUAM RM 2                         31.361 METERS 16253     |
 RG0087| RG0086 BOUNDARY MONUMENT 289 IBC 1955      275.864 METERS 18901     |
 RG0087| RG0110 BONNET 2                            APPROX.25.6 KM 2554208.1 |
 RG0087|---------------------------------------------------------------------|
 RG0087
 RG0087                          SUPERSEDED SURVEY CONTROL
 RG0087
 RG0087  NAD 83(1992)-  46 35 50.96979(N)    070 01 04.92699(W) AD(       ) 2
 RG0087  NAD 83(1986)-  46 35 50.98192(N)    070 01 04.93969(W) AD(       ) 2
 RG0087  NAD 27      -  46 35 50.87500(N)    070 01 06.69600(W) AD(       ) 2
 RG0087  NGVD 29 (07/19/86)  348.1    (m)         1142.     (f) VERT ANG       
 RG0087
 RG0087.Superseded values are not recommended for survey control.
 RG0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0087.See file dsdata.txt to determine how the superseded data were derived.
 RG0087
 RG0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM2202460940(NAD 83)
 RG0087_MARKER: DS = TRIANGULATION STATION DISK
 RG0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RG0087
 RG0087  HISTORY     - Date     Condition        Report By
 RG0087  HISTORY     - 1955     MONUMENTED       CGS
 RG0087
 RG0087                          STATION DESCRIPTION
 RG0087
 RG0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 RG0087'THE STATION IS LOCATED JUST EAST OF THE UNITED STATES-CANADIAN
 RG0087'INTERNATIONAL BOUNDARY AND IN THE WIDE CLEARED STRIP THE BOUNDARY
 RG0087'FOLLOWS.  IT IS ABOUT 3 MILES AIRLINE EAST-NORTHEAST OF DAAQUAM AND
 RG0087'ABOUT 7 MILES AIRLINE SOUTH-SOUTHWEST OF LAC FRONTIERE.
 RG0087'
 RG0087'TO REACH FROM THE HOTEL DAAQUAM IN DAAQUAM, GO NORTHERLY ON HIGHWAY
 RG0087'24 FOR 0.35 MILE TO A T-INTERSECTION.  TURN RIGHT ACROSS RAILROAD
 RG0087'TRACK.  THEN TURN LEFT AND GO NORTH FOR 1.5 MILES TO A T-ROAD
 RG0087'RIGHT.  TURN RIGHT AND GO EAST FOR 1.0 MILE TO THE CANADIAN CUSTOM
 RG0087'HOUSE ON THE RIGHT AND THE INTERNATIONAL BOUNDARY JUST AHEAD.
 RG0087'TURN RIGHT AND GO SOUTHERLY ALONG THE BOUNDARY FOR 214 FEET TO THE
 RG0087'STATION.
 RG0087'
 RG0087'THE STATION MARK IS A STANDARD DISK STAMPED DAAQUAM 1955, SET IN THE
 RG0087'TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES.
 RG0087'IT IS 6.6 FEET WEST OF A STANDARD WITNESS POST, 214 FEET SOUTH OF
 RG0087'THE CENTER LINE OF A GRAVEL ROAD, AND 225 FEET SOUTHEAST OF THE
 RG0087'CANADIAN CUSTOMS HOUSE.
 RG0087'
 RG0087'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED DAAQUAM NO 1
 RG0087'1955, SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT THAT
 RG0087'PROJECTS 1 INCH.  IT IS 6 FEET WEST OF THE EAST EDGE OF THE CLEARED
 RG0087'STRIP AND ABOUT 1 FOOT LOWER THAN THE STATION.
 RG0087'
 RG0087'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED DAAQUAM NO 2
 RG0087'1955, CEMENTED IN A DRILL HOLE IN A 4-FOOT BOULDER THAT PROJECTS 2
 RG0087'FEET.  IT IS LOCATED IN THE TREES ALONG THE EAST EDGE OF THE
 RG0087'CLEARED STRIP.  36 FEET EAST OF THE EAST EDGE OF THE STRIP AND
 RG0087'ABOUT 4 FEET LOWER THAN THE STATION.
 RG0087'
 RG0087'BOUNDARY MARKER 289 WILL SERVE AS THE AZIMUTH MARK.  IT IS A
 RG0087'6-INCH-SQUARE IRON POST 3 FEET HIGH THAT IS SET IN A CONCRETE
 RG0087'FOUNDATION.  IT IS LOCATED IN THE CENTER OF THE CLEARED STRIP.  TO
 RG0087'REACH FROM THE STATION, GO SOUTHERLY ALONG THE CLEARED STRIP FOR
 RG0087'905.060 FEET TO THE BOUNDARY MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0602 ***********************************************************************
 QG0602  DESIGNATION -  DAM
 QG0602  PID         -  QG0602
 QG0602  STATE/COUNTY-  ME/PENOBSCOT
 QG0602  USGS QUAD   -  MEDUNKEUNK LAKE (1988)
 QG0602
 QG0602                         *CURRENT SURVEY CONTROL
 QG0602  ___________________________________________________________________
 QG0602* NAD 83(1996)-  45 30 01.06937(N)    068 33 42.13280(W)     ADJUSTED  
 QG0602* NAVD 88     -       104.032  (meters)     341.31   (feet)  ADJUSTED  
 QG0602  ___________________________________________________________________
 QG0602  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 QG0602  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 QG0602  DYNAMIC HT  -         104.033 (meters)     341.31  (feet)  COMP
 QG0602  MODELED GRAV-     980,623.3   (mgal)                       NAVD 88
 QG0602
 QG0602  HORZ ORDER  -  SECOND
 QG0602  VERT ORDER  -  SECOND    CLASS 0
 QG0602
 QG0602.The horizontal coordinates were established by classical geodetic methods
 QG0602.and adjusted by the National Geodetic Survey in March 1998..
 QG0602
 QG0602.The orthometric height was determined by differential leveling
 QG0602.and adjusted by the National Geodetic Survey in June 1991..
 QG0602
 QG0602.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG0602
 QG0602.The geoid height was determined by GEOID03.
 QG0602
 QG0602.The dynamic height is computed by dividing the NAVD 88
 QG0602.geopotential number by the normal gravity value computed on the
 QG0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0602.degrees latitude (g = 980.6199 gals.).
 QG0602
 QG0602.The modeled gravity was interpolated from observed gravity values.
 QG0602
 QG0602;                    North         East     Units Scale Factor Converg.
 QG0602;SPC ME E     -   203,741.160   295,177.877   MT  0.99990029   -0 02 38.4
 QG0602;UTM  19      - 5,038,622.923   534,242.514   MT  0.99961442   +0 18 45.4
 QG0602
 QG0602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG0602!SPC ME E     -   0.99998751  x   0.99990029  =   0.99988781
 QG0602!UTM  19      -   0.99998751  x   0.99961442  =   0.99960194
 QG0602
 QG0602:                Primary Azimuth Mark                     Grid Az
 QG0602:SPC ME E     -  DAM AZ MK                                072 58 42.6
 QG0602:UTM  19      -  DAM AZ MK                                072 37 18.8
 QG0602
 QG0602|---------------------------------------------------------------------|
 QG0602| PID    Reference Object                     Distance      Geod. Az  |
 QG0602|                                                           dddmmss.s |
 QG0602| QG0601 DAM AZ MK                                          0725604.2 |
 QG0602| CE8838 DAM RM 1                             31.666 METERS 08120     |
 QG0602| CE8839 DAM RM 2                             42.433 METERS 18349     |
 QG0602| QG0605 DUNK                                APPROX. 3.0 KM 3540925.3 |
 QG0602|---------------------------------------------------------------------|
 QG0602
 QG0602                          SUPERSEDED SURVEY CONTROL
 QG0602
 QG0602  NAD 83(1992)-  45 30 01.06890(N)    068 33 42.13087(W) AD(       ) 2
 QG0602  NAD 83(1986)-  45 30 01.07533(N)    068 33 42.13707(W) AD(       ) 2
 QG0602  NAD 27      -  45 30 00.87990(N)    068 33 44.03180(W) AD(       ) 2
 QG0602  NGVD 29 (??/??/92)  104.22   (m)          341.9    (f) COMPUTED    2 0
 QG0602
 QG0602.Superseded values are not recommended for survey control.
 QG0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0602.See file dsdata.txt to determine how the superseded data were derived.
 QG0602
 QG0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL3424338623(NAD 83)
 QG0602_MARKER: DS = TRIANGULATION STATION DISK
 QG0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0602_STAMPING: DAM 1958
 QG0602_MARK LOGO: CGS   
 QG0602_MAGNETIC: N = NO MAGNETIC MATERIAL
 QG0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0602+STABILITY: SURFACE MOTION
 QG0602
 QG0602  HISTORY     - Date     Condition        Report By
 QG0602  HISTORY     - 1958     MONUMENTED       CGS
 QG0602  HISTORY     - 1959     GOOD             NGS
 QG0602  HISTORY     - 1981     GOOD             MEDT
 QG0602  HISTORY     - 1982     GOOD             NGS
 QG0602  HISTORY     - 19820526 GOOD             NGS
 QG0602
 QG0602                          STATION DESCRIPTION
 QG0602
 QG0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 QG0602'STATION IS LOCATED ABOUT 10 MILES NORTH NORTHWEST OF LINCOLN,
 QG0602'ABOUT 10 MILES WEST SOUTHWEST OF MATTAWAMKEAG AND ABOUT 9 MILES
 QG0602'SOUTH OF MEDWAY ON PROPERTY OF THE JAMES W. SEWALL COMPANY OF OLD
 QG0602'TOWN.  STATION IS 27 FEET NORTH OF THE APPROXIMATE CENTER OF WOODS
 QG0602'ROAD, 20 FEET EAST OF 8 INCH EVERGREEN TREE WITH TRIANGLE BLAZE
 QG0602'AND 5 FEET SOUTH OF WITNESS POST.  THE MARK PROJECTS ABOUT 1
 QG0602'INCH AND THE DISK IS STAMPED DAM 1958.
 QG0602'
 QG0602'REFERENCE MARK NO. 1 IS 12 FEET SOUTH OF THE APPROXIMATE CENTER
 QG0602'OF WOODS ROAD.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 QG0602'STAMPED DAM NO. 1 1958.
 QG0602'
 QG0602'REFERENCE MARK NO. 2 IS 10 FEET WEST OF THE APPROXIMATE CENTER OF
 QG0602'WOODS ROAD.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 QG0602'STAMPED DAM NO. 2 1958.
 QG0602'
 QG0602'AZIMUTH MARK IS 9 FEET SOUTH OF THE APPROXIMATE CENTER OF WOODS
 QG0602'ROAD, 6 FEET WEST NORTHWEST OF A LARGE STUMP AND 2.5 FEET WEST
 QG0602'NORTHWEST OF WITNESS POST.  THE MARK PROJECTS ABOUT 2 INCHES AND
 QG0602'THE DISK IS STAMPED DAM 1958.
 QG0602'
 QG0602'TO REACH STATION FROM THE POST OFFICE IN LINCOLN GO NORTHERLY
 QG0602'ON U.S. HIGHWAY 2 FOR 5.7 MILES TO A SIDE ROAD LEFT.  TURN LEFT,
 QG0602'CROSSING BRIDGE OVER THE PENOBSCOT RIVER, FOR 0.45 MILE TO A T
 QG0602'INTERSECTION.  TURN LEFT AND GO SOUTHERLY FOR 0.55 MILE TO SIDE
 QG0602'ROAD RIGHT AND JUNCTION OF STATE HIGHWAY 116.  KEEP STRAIGHT
 QG0602'AHEAD ON STATE HIGHWAY 116 FOR 2.4 MILES TO A SIDE ROAD RIGHT AT
 QG0602'OLD SCHOOLHOUSE ON RIGHT.  TURN RIGHT AND FOLLOW GRAVEL ROAD
 QG0602'NORTHWESTERLY FOR 1.0 MILE TO FORK JUST AFTER CROSSING
 QG0602'BRIDGE.  KEEP RIGHT FORK FOR 1.55 MILES TO A RAILROAD CROSSING.
 QG0602'CONTINUE ON MAIN ROAD FOR 1.0 MILE TO FORK.  KEEP RIGHT FORK
 QG0602'ON MAIN ROAD FOR 1.1 MILES TO BRIDGE.  CONTINUE FOR 1.9 MILES TO
 QG0602'FORKS.  KEEP RIGHT FORK ON MAIN ROAD FOR 1.45 MILES TO
 QG0602'FORK.  KEEP LEFT FORK ON MAIN ROAD FOR 0.65 MILE TO BRIDGE AND
 QG0602'DAM.  CONTINUE STRAIGHT AHEAD FOR 0.05 MILE TO FORK.  KEEP LEFT
 QG0602'FORK FOR 0.1 MILE TO AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 QG0602'CONTINUE FOR 0.05 MILE TO TOP OF GRADE AND STATION ON THE RIGHT
 QG0602'AS DESCRIBED.
 QG0602'
 QG0602'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 QG0602
 QG0602                          STATION RECOVERY (1959)
 QG0602
 QG0602'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 QG0602'17.8 MI NW FROM LINCOLN.
 QG0602'5.7 MILES NORTH ALONG U.S. HIGHWAY 2 FROM THE POST OFFICE AT
 QG0602'LINCOLN, THENCE 0.45 MILE WEST ALONG AN ASPHALT ROAD, THENCE
 QG0602'2.95 MILES SOUTH ALONG AN ASPHALT ROAD AND STATE HIGHWAY 116,
 QG0602'THENCE 8.55 MILES NORTHWESTERLY ALONG THE MAIN TRAVELED ROAD,
 QG0602'THENCE 0.2 MILE WEST ALONG A GRAVEL ROAD TO TOP OF A HILL,
 QG0602'ABOUT 0.25 MILE WEST OF A WOODEN BRIDGE OVER THE EAST BRANCH
 QG0602'OF MEDUNKEUNK STREAM, 27 FEET NORTH OF THE CENTER LINE OF THE
 QG0602'ROAD, 20 FEET EAST OF A PINE TREE WITH A TRIANGLE BLAZE, 5 FEET
 QG0602'SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL
 QG0602'OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 QG0602'1 INCH ABOVE THE GROUND.
 QG0602
 QG0602                          STATION RECOVERY (1981)
 QG0602
 QG0602'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1981 (BJR)
 QG0602'DAM - 1958 RECOVERED GOOD.
 QG0602'
 QG0602'DAM NO. 1 - 1958 SEARCHED FOR, NOT FOUND.
 QG0602'
 QG0602'DAM NO. 2 - 1958 FOUND DESTROYED.
 QG0602'
 QG0602'AZ - DAM - 1958 SEARCHED FOR, NOT FOUND.
 QG0602'
 QG0602'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 10 MI.
 QG0602'NORTH-NORTHWEST OF LINCOLN.
 QG0602
 QG0602                          STATION RECOVERY (1982)
 QG0602
 QG0602'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QG0602'TO REACH THE MARK FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 AND
 QG0602'STATE HIGHWAY 157, AT THE EAST EDGE OF MEDWAY, GO SOUTH ON INTERSTATE
 QG0602'HIGHWAY 95 FOR 0.3 KM (7.65 MI) TO MILEPOST 230. CONTINUE SOUTH ON
 QG0602'HIGHWAY 95 FOR 0.3 KM (0.2 MI) TO A GAP IN THE FENCELINE AND THE END
 QG0602'OF TRUCK TRAVEL. PACK WEST FOR ABOUT 150 FEET TO A TRACK ROAD. PACK
 QG0602'WEST FOR ABOUT 150 YARDS TO THE DAM AZIMUTH MARK ON THE LEFT, AT A
 QG0602'CURVE IN THE ROAD. CONTINUE WESTERLY FOR ABOUT 120 YARDS TO THE TOP
 QG0602'OF A SMALL RISE AND THE MARK ON THE RIGHT. THE MARK PROJECTS 5 CM
 QG0602'(2-INCHES) AND IS 7.6 METERS (25.0 FT) NORTH- NORTHWEST OF THE CENTER
 QG0602'OF THE WOODS ROAD, 2.7 METERS (9.0 FT) SOUTH-SOUTHEAST OF A 14-INCH
 QG0602'TRIANGLUAR BLAZE HEMLOCK TREE AND 1.5 METERS (5.0 FT) SOUTH OF A
 QG0602'METAL WITNESS POST.
 QG0602
 QG0602                          STATION RECOVERY (1982)
 QG0602
 QG0602'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 QG0602'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE RECOVERED
 QG0602'IN GOOD CONDITION.  REFERENCE MARK 2 WAS FOUND UP-ROOTED AND LAYING
 QG0602'ALONG THE ROAD.  REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME.  THE
 QG0602'DIRECTION TO REFERENCE MARK 1 CHECKED BUT A SHORTER DISTANCE OF 0.45
 QG0602'FT (13.72 CM) WAS NOTED TO THE MARK.  THIS WAS PROBABLY CAUSED BY THE
 QG0602'DIFFERENCE IN ELEVATION OF THE MARKS.  A NEW DESCRIPTION FOLLOWS.
 QG0602' 
 QG0602'THE STATION IS LOCATED ABOUT 16.1 KM (10.00 MI) NORTH NORTHWEST OF
 QG0602'LINCOLN, 16.1 KM (10.00 MI) WEST SOUTHWEST OF MATTAWAMKEAG AND 12.9 KM
 QG0602'(8.00 MI) SOUTH OF MEDWAY.  TO REACH THE STATION FROM THE JUNCTION OF
 QG0602'INTERSTATE HIGHWAY 95 AND STATE HIGHWAY 157, AT THE EAST EDGE OF
 QG0602'MEDWAY, GO SOUTH ON INTERSTATE HIGHWAY 95 FOR 12.3 KM (7.65 MI) TO
 QG0602'MILEPOST 230.  CONTINUE SOUTH OF HIGHWAY 95 FOR 0.3 KM (0.20 MI) TO A
 QG0602'GAP IN THE FENCELINE AND THE END OF TRUCK TRAVEL.  PACK WEST FOR ABOUT
 QG0602'150 FT (45.7 M) TO A TRACK ROAD.  PACK WEST FOR ABOUT 150 YARDS TO THE
 QG0602'AZIMUTH MARK ON THE LEFT, AT A CURVE IN THE ROAD.  CONTINUE WESTERLY
 QG0602'FOR ABOUT 120 YARDS TO THE TOP OF A SMALL RISE AND THE STATION ON THE
 QG0602'RIGHT.
 QG0602' 
 QG0602'THE STATION IS A STANDARD NGS DISK STAMPED-- DAM 1958--, SET INTO THE
 QG0602'TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES OR 30 CM ON SIDE
 QG0602'PROJECTING 2 INCHES OR 5 CM ABOVE THE GROUND LOCATED 25.0 FT (7.6 M)
 QG0602'NNW FROM THE CENTER OF WOODS ROAD, 9.0 FT (2.7 M) SSE FROM A 14-INCH
 QG0602'TRIANGULAR BLAZED HEMLOCK TREE, AND 5.0 FT (1.5 M) S FROM A METAL
 QG0602'WITNESS POST.  REFERENCE MARK NO 1 IS A STANDARD NGS DISK STAMPED--DAM
 QG0602'NO 1 1958--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES
 QG0602'OR 30 CM ON SIDE RECESSED 6 INCHES OR 15 CM BELOW THE GROUND LOCATED
 QG0602'19.5 FT (5.9 M) E FROM A 8-INCH PINE TREE, 13.5 FT (4.1 M) S FROM THE
 QG0602'CENTER OF WOODS ROAD, 8.5 FT (2.6 M) W FROM A 10-INCH BIRCH TREE WITH
 QG0602'A TRIANGULAR BLAZE, AND 8.0 FT (2.4 M) LOWER THAN THE STATION.
 QG0602'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--DAM 1958 NO 3
 QG0602'1982--, CEMENTED IN A DRILL HOLE IN A 5 FT (1.5 M) BY 5 FT (1.5 M)
 QG0602'BOULDER THAT PROJECTS 0.90 CM OR 3.5 FT LOCATED 69.0 FT (21.0 M) S
 QG0602'FROM THE CENTER OF WOODS ROAD, 9.0 FT (2.7 M) SSW FROM A 18-INCH
 QG0602'HEMLOCK TREE WITH A METAL WITNESS SIGN ATTACHED, AND 5.0 FT (1.5 M)
 QG0602'LOWER THAN THE STATION.  AZIMUTH MARK NO 1 IS A STANDARD NGS DISK
 QG0602'STAMPED--DAM 1958--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12
 QG0602'INCHES OR 30 CM ON SIDE FLUSH WITH GROUND LOCATED 7.0 FT (2.1 M) S
 QG0602'FROM THE CENTER OF WOODS ROAD, 7.0 FT (2.1 M) N FROM A 14-INCH
 QG0602'TRIANGULAR BLAZED HEMLOCK TREE, AND 3.0 FT (0.9 M) NW FROM A METAL
 QG0602'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0601 ***********************************************************************
 QG0601  DESIGNATION -  DAM AZ MK
 QG0601  PID         -  QG0601
 QG0601  STATE/COUNTY-  ME/PENOBSCOT
 QG0601  USGS QUAD   -  NINE MEADOW RIDGE (1988)
 QG0601
 QG0601                         *CURRENT SURVEY CONTROL
 QG0601  ___________________________________________________________________
 QG0601* NAD 83(1986)-  45 29 59.     (N)    068 33 43.     (W)     SCALED    
 QG0601* NAVD 88     -       101.564  (meters)     333.21   (feet)  ADJUSTED  
 QG0601  ___________________________________________________________________
 QG0601  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 QG0601  DYNAMIC HT  -         101.565 (meters)     333.22  (feet)  COMP
 QG0601  MODELED GRAV-     980,620.1   (mgal)                       NAVD 88
 QG0601
 QG0601  VERT ORDER  -  SECOND    CLASS 0
 QG0601
 QG0601.The horizontal coordinates were scaled from a topographic map and have
 QG0601.an estimated accuracy of +/- 6 seconds.
 QG0601
 QG0601.The orthometric height was determined by differential leveling
 QG0601.and adjusted by the National Geodetic Survey in June 1991..
 QG0601
 QG0601.The geoid height was determined by GEOID03.
 QG0601
 QG0601.The dynamic height is computed by dividing the NAVD 88
 QG0601.geopotential number by the normal gravity value computed on the
 QG0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0601.degrees latitude (g = 980.6199 gals.).
 QG0601
 QG0601.The modeled gravity was interpolated from observed gravity values.
 QG0601
 QG0601;                    North         East    Units  Estimated Accuracy
 QG0601;SPC ME E     -   203,680.      295,160.      MT  (+/- 180 meters Scaled)
 QG0601
 QG0601                          SUPERSEDED SURVEY CONTROL
 QG0601
 QG0601  NGVD 29 (??/??/92)  101.75   (m)          333.8    (f) COMPUTED    2 0
 QG0601
 QG0601.Superseded values are not recommended for survey control.
 QG0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0601.See file dsdata.txt to determine how the superseded data were derived.
 QG0601
 QG0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL342385(NAD 83)
 QG0601_MARKER: DZ = AZIMUTH MARK DISK
 QG0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0601_STAMPING: DAM 1958
 QG0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0601+STABILITY: SURFACE MOTION
 QG0601
 QG0601  HISTORY     - Date     Condition        Report By
 QG0601  HISTORY     - 1958     MONUMENTED       CGS
 QG0601  HISTORY     - 1959     GOOD             NGS
 QG0601
 QG0601                          STATION DESCRIPTION
 QG0601
 QG0601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QG0601'17.8 MI NW FROM LINCOLN.
 QG0601'5.7 MILES NORTH ALONG U.S. HIGHWAY 2 FROM THE POST OFFICE AT
 QG0601'LINCOLN, THENCE 0.45 MILE WEST ALONG AN ASPHALT ROAD, THENCE
 QG0601'2.95 MILES SOUTH ALONG AN ASPHALT ROAD AND STATE HIGHWAY 116,
 QG0601'THENCE 8.55 MILES NORTHWESTERLY ALONG THE MAIN TRAVELED ROAD,
 QG0601'THENCE 0.1 MILE WEST ALONG A GRAVEL ROAD, 0.2 MILE WEST OF
 QG0601'THE WOODEN BRIDGE OVER TH EAST BRANCH OF MEDUNKEUNK STREAM,
 QG0601'0.1 MILE WEST OF A Y JUNCTION, 0.1 MILE EAST OF THE SUMMIT OF
 QG0601'A HILL, 10 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 6 FEET
 QG0601'NORTHWEST OF A LARGE STUMP, 2.5 FEET NORTHWEST OF A METAL
 QG0601'WITNESS POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 QG0601'2 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1106 ***********************************************************************
 QF1106  DESIGNATION -  DAM IBC
 QF1106  PID         -  QF1106
 QF1106  STATE/COUNTY-  ME/WASHINGTON
 QF1106  USGS QUAD   -  KELLEYLAND (1988)
 QF1106
 QF1106                         *CURRENT SURVEY CONTROL
 QF1106  ___________________________________________________________________
 QF1106* NAD 83(1996)-  45 22 20.10104(N)    067 25 45.71653(W)     ADJUSTED  
 QF1106* NAVD 88     -        67.     (meters)     220.     (feet)  SCALED    
 QF1106  ___________________________________________________________________
 QF1106  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 QF1106  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 QF1106
 QF1106  HORZ ORDER  -  THIRD
 QF1106
 QF1106.The horizontal coordinates were established by classical geodetic methods
 QF1106.and adjusted by the National Geodetic Survey in March 1998..
 QF1106
 QF1106.The orthometric height was scaled from a topographic map.
 QF1106
 QF1106.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1106
 QF1106.The geoid height was determined by GEOID03.
 QF1106
 QF1106;                    North         East     Units Scale Factor Converg.
 QF1106;SPC ME E     -   190,067.214   383,859.285   MT  0.99998644   +0 45 43.2
 QF1106;UTM  19      - 5,025,503.872   622,985.645   MT  0.99978597   +1 07 04.6
 QF1106
 QF1106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1106!SPC ME E     -   0.99999323  x   0.99998644  =   0.99997967
 QF1106!UTM  19      -   0.99999323  x   0.99978597  =   0.99977920
 QF1106
 QF1106                          SUPERSEDED SURVEY CONTROL
 QF1106
 QF1106  NAD 83(1992)-  45 22 20.09868(N)    067 25 45.71591(W) AD(       ) 3
 QF1106  NAD 83(1986)-  45 22 20.10258(N)    067 25 45.72386(W) AD(       ) 3
 QF1106  NAD 27      -  45 22 19.84200(N)    067 25 47.70800(W) AD(       ) 3
 QF1106
 QF1106.Superseded values are not recommended for survey control.
 QF1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1106.See file dsdata.txt to determine how the superseded data were derived.
 QF1106
 QF1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2298625504(NAD 83)
 QF1106_MARKER: X = CHISELED CROSS
 QF1106_SETTING: 80 = SET IN A BOULDER
 QF1106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1106+STABILITY: SURFACE MOTION
 QF1106
 QF1106  HISTORY     - Date     Condition        Report By
 QF1106  HISTORY     - 1910     MONUMENTED       IBC
 QF1106
 QF1106                          STATION DESCRIPTION
 QF1106
 QF1106'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (AJB)
 QF1106'ON THE W SIDE OF THE ST CROIX RIVER AT THE HEAD OF DOG FALLS.
 QF1106'
 QF1106'STATION MARK IS THE CENTER OF A RATHER INDISTINGUISHABLE CROSS CUT
 QF1106'IN THE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1810 ***********************************************************************
 QF1810  DESIGNATION -  DAM TABLET IBC
 QF1810  PID         -  QF1810
 QF1810  STATE/COUNTY-  ME/AROOSTOOK
 QF1810  USGS QUAD   -  NORTH AMITY (1989)
 QF1810
 QF1810                         *CURRENT SURVEY CONTROL
 QF1810  ___________________________________________________________________
 QF1810* NAD 83(1996)-  45 53 38.62458(N)    067 47 17.34094(W)     ADJUSTED  
 QF1810* NAVD 88     -       136.     (meters)     446.     (feet)  SCALED    
 QF1810  ___________________________________________________________________
 QF1810  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 QF1810  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 QF1810
 QF1810  HORZ ORDER  -  THIRD
 QF1810
 QF1810.The horizontal coordinates were established by classical geodetic methods
 QF1810.and adjusted by the National Geodetic Survey in March 1998..
 QF1810
 QF1810.The orthometric height was scaled from a topographic map.
 QF1810
 QF1810.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1810
 QF1810.The geoid height was determined by GEOID03.
 QF1810
 QF1810;                    North         East     Units Scale Factor Converg.
 QF1810;SPC ME E     -   247,746.555   355,241.803   MT  0.99993750   +0 30 40.2
 QF1810;UTM  19      - 5,082,991.180   594,015.041   MT  0.99970866   +0 52 12.9
 QF1810
 QF1810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1810!SPC ME E     -   0.99998241  x   0.99993750  =   0.99991991
 QF1810!UTM  19      -   0.99998241  x   0.99970866  =   0.99969107
 QF1810
 QF1810                          SUPERSEDED SURVEY CONTROL
 QF1810
 QF1810  NAD 83(1992)-  45 53 38.62207(N)    067 47 17.34083(W) AD(       ) 4
 QF1810  NAD 83(1986)-  45 53 38.26787(N)    067 47 16.33649(W) AD(       ) 4
 QF1810  NAD 27      -  45 53 38.52249(N)    067 47 19.47032(W) AD(       ) 3
 QF1810
 QF1810.Superseded values are not recommended for survey control.
 QF1810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1810.See file dsdata.txt to determine how the superseded data were derived.
 QF1810
 QF1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9401582991(NAD 83)
 QF1810_MARKER: DD = SURVEY DISK
 QF1810_SETTING: 80 = SET IN A BOULDER
 QF1810_SP_SET: SET IN A DRILL HOLE IN A BOULDER
 QF1810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1810+STABILITY: SURFACE MOTION
 QF1810
 QF1810  HISTORY     - Date     Condition        Report By
 QF1810  HISTORY     - 1912     MONUMENTED       IBC
 QF1810  HISTORY     - 1955     GOOD             IBC
 QF1810  HISTORY     - 1972     GOOD             IBC
 QF1810
 QF1810                          STATION DESCRIPTION
 QF1810
 QF1810'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (JEM)
 QF1810'ON MONUMENT BROOK, ABOUT 46 METERS BELOW THE LOWER, ON EATON, DAM,
 QF1810'AND ABOUT 3/8 MILE BELOW POPLAR MOUNTAIN.  THE STATION IS AT THE EDGE
 QF1810'OF THE WATER, ON A BLOCK OF GNEISS, 2.0 METERS LONG, 1.1 METERS WIDE,
 QF1810'PARALLEL TO THE WATER, AND 0.5 METER HIGH.
 QF1810'
 QF1810'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE IN THE ROCK AND
 QF1810'SURROUNDED BY A TRIANGLE CUT IN THE ROCK.
 QF1810
 QF1810                          STATION RECOVERY (1955)
 QF1810
 QF1810'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1810'STATION RECOVERED IN GOOD CONDITION.
 QF1810
 QF1810                          STATION RECOVERY (1972)
 QF1810
 QF1810'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1810'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2400 ***********************************************************************
 PE2400  DESIGNATION -  DAMARISCOTTA GRAY STANDPIPE
 PE2400  PID         -  PE2400
 PE2400  STATE/COUNTY-  ME/LINCOLN
 PE2400  USGS QUAD   -  WALDOBORO WEST (1988)
 PE2400
 PE2400                         *CURRENT SURVEY CONTROL
 PE2400  ___________________________________________________________________
 PE2400* NAD 83(1996)-  44 02 42.05648(N)    069 29 04.65302(W)     ADJUSTED  
 PE2400* NAVD 88     -                                                        
 PE2400  ___________________________________________________________________
 PE2400  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 PE2400  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 PE2400
 PE2400  HORZ ORDER  -  THIRD
 PE2400
 PE2400.The horizontal coordinates were established by classical geodetic methods
 PE2400.and adjusted by the National Geodetic Survey in March 1998..
 PE2400
 PE2400
 PE2400.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2400
 PE2400.The geoid height was determined by GEOID03.
 PE2400
 PE2400;                    North         East     Units Scale Factor Converg.
 PE2400;SPC ME W     -   134,841.185   954,660.744   MT  1.00000340   +0 28 27.1
 PE2400;SPC ME E     -    42,505.321   221,094.399   MT  0.99997655   -0 41 04.5
 PE2400;UTM  19      - 4,876,986.809   461,174.927   MT  0.99961854   -0 20 12.9
 PE2400
 PE2400                          SUPERSEDED SURVEY CONTROL
 PE2400
 PE2400  NAD 83(1992)-  44 02 42.06136(N)    069 29 04.64172(W) AD(       ) 4
 PE2400  NAD 83(1986)-  44 02 42.06602(N)    069 29 04.64758(W) AD(       ) 4
 PE2400  NAD 27      -  44 02 41.80400(N)    069 29 06.40600(W) AD(       ) 3
 PE2400
 PE2400.Superseded values are not recommended for survey control.
 PE2400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2400.See file dsdata.txt to determine how the superseded data were derived.
 PE2400
 PE2400_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ6117576987(NAD 83)
 PE2400
 PE2400  HISTORY     - Date     Condition        Report By
 PE2400  HISTORY     - 1934     MONUMENTED       CGS
 PE2400  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2400  HISTORY     - 19950901 MARK NOT FOUND   USPSQD
 PE2400
 PE2400                          STATION DESCRIPTION
 PE2400
 PE2400'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2400'THIS IS A GRAY, STEEL STANDPIPE IN THE TOWNSHIP OF NOBLEBORO,
 PE2400'ABOUT 4 MILES NE OF DAMARISCOTTA AND ABOUT 1 MILE SE OF
 PE2400'U.S. HIGHWAY 1.  WHEN PROCEEDING FROM DAMARISCOTTA TO NOBLEBORO
 PE2400'ON THIS HIGHWAY, THE STANDPIPE CAN BE SEEN ON THE RIGHT.
 PE2400
 PE2400                          STATION RECOVERY (1943)
 PE2400
 PE2400'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2400'STATION RECOVERED AS DESCRIBED, EXCEPT FOR THE FOLLOWING--
 PE2400'
 PE2400'THE TOWNSHIP IS DAMARISCOTTA AND NOT NOBLEBORO.  STANDPIPE
 PE2400'IS NOW GETTING RUSTY AND SHOWS AS A BROWN TANK.
 PE2400
 PE2400                          STATION RECOVERY (1995)
 PE2400
 PE2400'RECOVERY NOTE BY US POWER SQUADRON 1995
 PE2400'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0420 ***********************************************************************
 OB0420  DESIGNATION -  DAMARISCOVE COAST GUARD W LOT
 OB0420  PID         -  OB0420
 OB0420  STATE/COUNTY-  ME/LINCOLN
 OB0420  USGS QUAD   -  PEMAQUID POINT (1997)
 OB0420
 OB0420                         *CURRENT SURVEY CONTROL
 OB0420  ___________________________________________________________________
 OB0420* NAD 83(1996)-  43 45 17.25461(N)    069 36 56.60425(W)     ADJUSTED  
 OB0420* NAVD 88     -                                                        
 OB0420  ___________________________________________________________________
 OB0420  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 OB0420  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 OB0420
 OB0420  HORZ ORDER  -  THIRD
 OB0420
 OB0420.The horizontal coordinates were established by classical geodetic methods
 OB0420.and adjusted by the National Geodetic Survey in March 1998..
 OB0420
 OB0420
 OB0420.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0420
 OB0420.The geoid height was determined by GEOID03.
 OB0420
 OB0420;                    North         East     Units Scale Factor Converg.
 OB0420;SPC ME W     -   102,516.870   944,369.197   MT  0.99999087   +0 22 51.7
 OB0420;SPC ME E     -    10,395.457   210,153.075   MT  0.99999926   -0 46 18.0
 OB0420;UTM  19      - 4,844,823.017   450,432.028   MT  0.99963022   -0 25 33.0
 OB0420
 OB0420                          SUPERSEDED SURVEY CONTROL
 OB0420
 OB0420  NAD 83(1992)-  43 45 17.25133(N)    069 36 56.59953(W) AD(       ) 4
 OB0420  NAD 83(1986)-  43 45 17.25689(N)    069 36 56.60544(W) AD(       ) 4
 OB0420  NAD 27      -  43 45 16.93600(N)    069 36 58.45800(W) AD(       ) 3
 OB0420
 OB0420.Superseded values are not recommended for survey control.
 OB0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0420.See file dsdata.txt to determine how the superseded data were derived.
 OB0420
 OB0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ5043244823(NAD 83)
 OB0420
 OB0420  HISTORY     - Date     Condition        Report By
 OB0420  HISTORY     - 1934     MONUMENTED       CGS
 OB0420  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0420  HISTORY     - 1988     GOOD             USPSQD
 OB0420  HISTORY     - 20041002 GOOD             USPSQD
 OB0420
 OB0420                          STATION DESCRIPTION
 OB0420
 OB0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0420'THIS STATION IS THE POINT OF THE PEAKED ROOF OF THE WEST
 OB0420'LOOKOUT TOWER OF THE DAMISCOVE ISLAND COAST GUARD STATION ON
 OB0420'DAMARISCOVE ISLAND.
 OB0420
 OB0420                          STATION RECOVERY (1942)
 OB0420
 OB0420'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (HOF)
 OB0420'STATION RECOVERED AS DESCRIBED, EXCEPT FOR THE FOLLOWING
 OB0420'DISCREPANCY--
 OB0420'
 OB0420'DAMARISCOVE IS THE PROPER SPELLING INSTEAD OF DAMISCOVE.
 OB0420
 OB0420                          STATION RECOVERY (1988)
 OB0420
 OB0420'RECOVERY NOTE BY US POWER SQUADRON 1988 (WSD)
 OB0420'RECOVERED IN GOOD CONDITION.
 OB0420
 OB0420                          STATION RECOVERY (2004)
 OB0420
 OB0420'RECOVERY NOTE BY US POWER SQUADRON 2004 (RER)
 OB0420'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0421 ***********************************************************************
 OB0421  DESIGNATION -  DAMARISCOVE COAST GURAD E LOT
 OB0421  PID         -  OB0421
 OB0421  STATE/COUNTY-  ME/LINCOLN
 OB0421  USGS QUAD   -  PEMAQUID POINT (1997)
 OB0421
 OB0421                         *CURRENT SURVEY CONTROL
 OB0421  ___________________________________________________________________
 OB0421* NAD 83(1996)-  43 45 16.66823(N)    069 36 46.22548(W)     ADJUSTED  
 OB0421* NAVD 88     -                                                        
 OB0421  ___________________________________________________________________
 OB0421  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 OB0421  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 OB0421
 OB0421  HORZ ORDER  -  THIRD
 OB0421
 OB0421.The horizontal coordinates were established by classical geodetic methods
 OB0421.and adjusted by the National Geodetic Survey in March 1998..
 OB0421
 OB0421
 OB0421.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0421
 OB0421.The geoid height was determined by GEOID03.
 OB0421
 OB0421;                    North         East     Units Scale Factor Converg.
 OB0421;SPC ME W     -   102,500.322   944,601.495   MT  0.99999113   +0 22 58.9
 OB0421;SPC ME E     -    10,374.239   210,384.994   MT  0.99999875   -0 46 10.8
 OB0421;UTM  19      - 4,844,803.205   450,663.986   MT  0.99962994   -0 25 25.8
 OB0421
 OB0421                          SUPERSEDED SURVEY CONTROL
 OB0421
 OB0421  NAD 83(1992)-  43 45 16.66473(N)    069 36 46.22043(W) AD(       ) 4
 OB0421  NAD 83(1986)-  43 45 16.67037(N)    069 36 46.22651(W) AD(       ) 4
 OB0421  NAD 27      -  43 45 16.34200(N)    069 36 48.04000(W) AD(       ) 3
 OB0421
 OB0421.Superseded values are not recommended for survey control.
 OB0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0421.See file dsdata.txt to determine how the superseded data were derived.
 OB0421
 OB0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ5066444803(NAD 83)
 OB0421
 OB0421  HISTORY     - Date     Condition        Report By
 OB0421  HISTORY     - 1934     MONUMENTED       CGS
 OB0421  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0421  HISTORY     - 1988     POOR             USPSQD
 OB0421  HISTORY     - 20041002 GOOD             USPSQD
 OB0421
 OB0421                          STATION DESCRIPTION
 OB0421
 OB0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0421'THIS STATION IS THE POINT OF THE PEAKED ROOF OF THE EAST
 OB0421'LOOKOUT TOWER OF THE DAMISCOVE ISLAND COAST GUARD STATION ON
 OB0421'DAMARISCOVE ISLAND.
 OB0421
 OB0421                          STATION RECOVERY (1942)
 OB0421
 OB0421'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (HOF)
 OB0421'STATION RECOVERED AS DESCRIBED, EXCEPT FOR THE FOLLOWING
 OB0421'DISCREPANCY--
 OB0421'
 OB0421'DAMARISCOVE IS THE PROPER SPELLING INSTEAD OF DAMISCOVE.
 OB0421
 OB0421                          STATION RECOVERY (1988)
 OB0421
 OB0421'RECOVERY NOTE BY US POWER SQUADRON 1988 (WSD)
 OB0421'MARK RECOVERED IN POOR CONDITION.
 OB0421
 OB0421                          STATION RECOVERY (2004)
 OB0421
 OB0421'RECOVERY NOTE BY US POWER SQUADRON 2004 (EAL)
 OB0421'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0426 ***********************************************************************
 OB0426  DESIGNATION -  DAMARISCOVE LOOKOUT 1902
 OB0426  PID         -  OB0426
 OB0426  STATE/COUNTY-  ME/LINCOLN
 OB0426  USGS QUAD   -  PEMAQUID POINT (1997)
 OB0426
 OB0426                         *CURRENT SURVEY CONTROL
 OB0426  ___________________________________________________________________
 OB0426* NAD 83(1996)-  43 45 16.73253(N)    069 36 45.81452(W)     ADJUSTED  
 OB0426* NAVD 88     -        22.     (meters)      72.     (feet)  SCALED    
 OB0426  ___________________________________________________________________
 OB0426  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 OB0426  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 OB0426
 OB0426  HORZ ORDER  -  THIRD
 OB0426
 OB0426.The horizontal coordinates were established by classical geodetic methods
 OB0426.and adjusted by the National Geodetic Survey in March 1998..
 OB0426
 OB0426.The orthometric height was scaled from a topographic map.
 OB0426
 OB0426.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0426
 OB0426.The geoid height was determined by GEOID03.
 OB0426
 OB0426;                    North         East     Units Scale Factor Converg.
 OB0426;SPC ME W     -   102,502.367   944,610.675   MT  0.99999114   +0 22 59.1
 OB0426;SPC ME E     -    10,376.099   210,394.214   MT  0.99999873   -0 46 10.5
 OB0426;UTM  19      - 4,844,805.121   450,673.190   MT  0.99962993   -0 25 25.5
 OB0426
 OB0426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0426!SPC ME W     -   1.00000059  x   0.99999114  =   0.99999173
 OB0426!SPC ME E     -   1.00000059  x   0.99999873  =   0.99999932
 OB0426!UTM  19      -   1.00000059  x   0.99962993  =   0.99963052
 OB0426
 OB0426                          SUPERSEDED SURVEY CONTROL
 OB0426
 OB0426  NAD 83(1992)-  43 45 16.72925(N)    069 36 45.80971(W) AD(       ) 3
 OB0426  NAD 83(1986)-  43 45 16.73481(N)    069 36 45.81571(W) AD(       ) 3
 OB0426  NAD 27      -  43 45 16.38900(N)    069 36 47.63000(W) AD(       ) 3
 OB0426
 OB0426.Superseded values are not recommended for survey control.
 OB0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0426.See file dsdata.txt to determine how the superseded data were derived.
 OB0426
 OB0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ5067344805(NAD 83)
 OB0426
 OB0426  HISTORY     - Date     Condition        Report By
 OB0426  HISTORY     - 1902     MONUMENTED       CGS
 OB0426  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0426
 OB0426                          STATION DESCRIPTION
 OB0426
 OB0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0426'THIS STATION IS LOST.  ABOUT 1918, A NEW LOOKOUT TOWER WAS BUILT
 OB0426'NEAR THE OLD TOWER, WHICH WAS TORN DOWN AT THAT TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0425 ***********************************************************************
 OB0425  DESIGNATION -  DAMISCOVE RESET
 OB0425  PID         -  OB0425
 OB0425  STATE/COUNTY-  ME/LINCOLN
 OB0425  USGS QUAD   -  PEMAQUID POINT (1997)
 OB0425
 OB0425                         *CURRENT SURVEY CONTROL
 OB0425  ___________________________________________________________________
 OB0425* NAD 83(1996)-  43 45 16.85183(N)    069 36 45.89310(W)     ADJUSTED  
 OB0425* NAVD 88     -        22.     (meters)      72.     (feet)  SCALED    
 OB0425  ___________________________________________________________________
 OB0425  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 OB0425  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 OB0425
 OB0425  HORZ ORDER  -  SECOND
 OB0425
 OB0425.The horizontal coordinates were established by classical geodetic methods
 OB0425.and adjusted by the National Geodetic Survey in March 1998..
 OB0425
 OB0425.The orthometric height was scaled from a topographic map.
 OB0425
 OB0425.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0425
 OB0425.The geoid height was determined by GEOID03.
 OB0425
 OB0425;                    North         East     Units Scale Factor Converg.
 OB0425;SPC ME W     -   102,506.038   944,608.893   MT  0.99999113   +0 22 59.1
 OB0425;SPC ME E     -    10,379.805   210,392.505   MT  0.99999873   -0 46 10.5
 OB0425;UTM  19      - 4,844,808.814   450,671.460   MT  0.99962993   -0 25 25.6
 OB0425
 OB0425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0425!SPC ME W     -   1.00000059  x   0.99999113  =   0.99999172
 OB0425!SPC ME E     -   1.00000059  x   0.99999873  =   0.99999932
 OB0425!UTM  19      -   1.00000059  x   0.99962993  =   0.99963052
 OB0425
 OB0425:                Primary Azimuth Mark                     Grid Az
 OB0425:SPC ME W     -  THE HYPOCRITES BEACON                    023 33 55.0
 OB0425:SPC ME E     -  THE HYPOCRITES BEACON                    024 43 04.6
 OB0425:UTM  19      -  THE HYPOCRITES BEACON                    024 22 19.7
 OB0425
 OB0425|---------------------------------------------------------------------|
 OB0425| PID    Reference Object                     Distance      Geod. Az  |
 OB0425|                                                           dddmmss.s |
 OB0425| OB0422 THE HYPOCRITES BEACON               APPROX. 4.3 KM 0235654.1 |
 OB0425| OB0415 RUTHERFORD ISLAND SQUARE TOWER      APPROX.12.2 KM 0235938.6 |
 OB0425| CE7316 DAMISCOVE RM 1                        6.036 METERS 02409     |
 OB0425| OB0378 MONHEGAN LIGHT                      APPROX.23.9 KM 0871207.5 |
 OB0425| OB0469 SEGUIN LIGHTHOUSE 1933              APPROX.12.8 KM 2455701.4 |
 OB0425| OB0475 CAPE SMALL NORTH WATER TOWER        APPROX.18.5 KM 2592457.9 |
 OB0425| CE7317 DAMISCOVE RM 2                        4.614 METERS 27914     |
 OB0425| OB0435 CAPE NEWAGEN WATER TANK             APPROX. 5.3 KM 3144844.1 |
 OB0425| OB0436 SOUTHPORT IS N END STANDPIPE        APPROX. 9.4 KM 3375909.4 |
 OB0425| OB0439 SQUIRREL ISLAND SW END BEACON       APPROX. 5.9 KM 3411206.1 |
 OB0425| OB0428 BOOTHBAY HARBOR STANDPIPE           APPROX.10.9 KM 3570420.2 |
 OB0425|---------------------------------------------------------------------|
 OB0425
 OB0425                          SUPERSEDED SURVEY CONTROL
 OB0425
 OB0425  NAD 83(1992)-  43 45 16.84855(N)    069 36 45.88829(W) AD(       ) 2
 OB0425  NAD 83(1986)-  43 45 16.85411(N)    069 36 45.89430(W) AD(       ) 2
 OB0425  NAD 27      -  43 45 16.54400(N)    069 36 47.73200(W) AD(       ) 2
 OB0425
 OB0425.Superseded values are not recommended for survey control.
 OB0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0425.See file dsdata.txt to determine how the superseded data were derived.
 OB0425
 OB0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ5067144809(NAD 83)
 OB0425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OB0425+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2004
 OB0425
 OB0425  HISTORY     - Date     Condition        Report By
 OB0425  HISTORY     - 1855     MONUMENTED       CGS
 OB0425  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0425  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0425  HISTORY     - 20041002 GOOD             USPSQD
 OB0425
 OB0425                          STATION DESCRIPTION
 OB0425
 OB0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1855 (AWE)
 OB0425'ON THE HIGHEST PART OF THE SE POINT OF DAMISCOVE ISLAND.  THE
 OB0425'POINT IS KNOWN AMONG THE FISHERMAN AS THE PULPIT.  THE ISLAND
 OB0425'WAS THEN OWNED BY WILLIAM D. STETSON.  THE STATION IS MARKED BY
 OB0425'A HOLE DRILLED IN THE ROCK.  AN UNSUCCESSFUL SEARCH WAS MADE
 OB0425'FOR THIS MARK IN 1902.
 OB0425
 OB0425                          STATION RECOVERY (1934)
 OB0425
 OB0425'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0425'THIS STATION, ALTHOUGH REPORTED LOST IN 1902, HAS BEEN FOUND TO
 OB0425'BE IDENTICAL WITH THAT ESTABLISHED IN 1902 AS DAMISCOVE 2.  THE
 OB0425'STATION IS ON A BARE LEDGE ON THE TOP OF A HILL ON THE SE PART
 OB0425'OF DAMISCOVE ISLAND, WHICH LIES ABOUT 6 MILES DUE S OF BOOTHBAY
 OB0425'HARBOR.  THIS HILL IS THE SAME ONE ON WHICH THE COAST GUARD
 OB0425'LOOKOUT IS LOCATED.
 OB0425'
 OB0425'STATION RE-MARKED AND REFERENCE MARKS ESTABLISHED.  MARKS ARE
 OB0425'STANDARD BRONZE DISKS WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.
 OB0425'
 OB0425'REFERENCE MARK NO. 1 IS N OF THE STATION.
 OB0425'
 OB0425'REFERENCE MARK NO. 2 IS W OF THE STATION.
 OB0425'
 OB0425'A 16-FOOT TRIPOD WAS BUILT OVER THE STATION.
 OB0425
 OB0425                          STATION RECOVERY (1942)
 OB0425
 OB0425'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (HOF)
 OB0425'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED.  NO DOUBT
 OB0425'THE SAME STATION AS DAMISCOVE 2 1902 ACCORDING TO THE
 OB0425'1934 DESCRIPTION OF THAT STATION.  DAMARISCOVE IS THE PROPER
 OB0425'SPELLING INSTEAD OF DAMISCOVE.
 OB0425
 OB0425                          STATION RECOVERY (2004)
 OB0425
 OB0425'RECOVERY NOTE BY US POWER SQUADRON 2004 (EKW)
 OB0425'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1836 ***********************************************************************
 QF1836  DESIGNATION -  DAN IBC
 QF1836  PID         -  QF1836
 QF1836  STATE/COUNTY-  ME/AROOSTOOK
 QF1836  USGS QUAD   -  NORTH AMITY (1989)
 QF1836
 QF1836                         *CURRENT SURVEY CONTROL
 QF1836  ___________________________________________________________________
 QF1836* NAD 83(1996)-  45 52 56.33635(N)    067 48 11.41538(W)     ADJUSTED  
 QF1836* NAVD 88     -       133.     (meters)     436.     (feet)  SCALED    
 QF1836  ___________________________________________________________________
 QF1836  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 QF1836  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 QF1836
 QF1836  HORZ ORDER  -  THIRD
 QF1836
 QF1836.The horizontal coordinates were established by classical geodetic methods
 QF1836.and adjusted by the National Geodetic Survey in March 1998..
 QF1836
 QF1836.The orthometric height was scaled from a topographic map.
 QF1836
 QF1836.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1836
 QF1836.The geoid height was determined by GEOID03.
 QF1836
 QF1836;                    North         East     Units Scale Factor Converg.
 QF1836;SPC ME E     -   246,430.760   354,087.553   MT  0.99993595   +0 30 01.0
 QF1836;UTM  19      - 5,081,668.481   592,869.322   MT  0.99970603   +0 51 33.4
 QF1836
 QF1836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1836!SPC ME E     -   0.99998288  x   0.99993595  =   0.99991883
 QF1836!UTM  19      -   0.99998288  x   0.99970603  =   0.99968892
 QF1836
 QF1836                          SUPERSEDED SURVEY CONTROL
 QF1836
 QF1836  NAD 83(1992)-  45 52 56.33320(N)    067 48 11.41227(W) AD(       ) 4
 QF1836  NAD 83(1986)-  45 52 56.16852(N)    067 48 10.54461(W) AD(       ) 4
 QF1836  NAD 27      -  45 52 56.19121(N)    067 48 13.49435(W) AD(       ) 3
 QF1836
 QF1836.Superseded values are not recommended for survey control.
 QF1836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1836.See file dsdata.txt to determine how the superseded data were derived.
 QF1836
 QF1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9286981668(NAD 83)
 QF1836_MARKER: DD = SURVEY DISK
 QF1836_SETTING: 0 = UNSPECIFIED SETTING
 QF1836_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QF1836
 QF1836  HISTORY     - Date     Condition        Report By
 QF1836  HISTORY     - 1912     MONUMENTED       IBC
 QF1836  HISTORY     - 1946     SEE DESCRIPTION  IBC
 QF1836  HISTORY     - 1972     SEE DESCRIPTION  IBC
 QF1836
 QF1836                          STATION DESCRIPTION
 QF1836
 QF1836'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (JEM)
 QF1836'ON MONUMENT BROOK, A LITTLE MORE THAN A MILE ABOVE THE MOUTH OF
 QF1836'GREENLEAF BROOK, ABREAST OF A LITTLE COVE ON THE CANADIAN SHORE.  THE
 QF1836'STATION IS ABOUT 4 METERS BACK FROM THE WATERS EDGE.
 QF1836'
 QF1836'THE SUBSURFACE MARK IS A PINT BOTTLE FILLED WITH SAND PLACED 2-1/2
 QF1836'FEET BELOW THE SURFACE OF THE GROUND.  THE SURFACE MARK IS A BRONZE
 QF1836'DISK SET IN THE TOP OF A GRANITE POST 8 INCHES SQUARE AND 2-1/2 FEET
 QF1836'LONG, CENTERED OVER THE SUBSURFACE MARK.  ON THE VERTICAL FACES OF
 QF1836'THE POST ARE CUT THE LETTERS---U.S.C.B.---, ONE LETTER ON EACH FACE.
 QF1836
 QF1836                          STATION RECOVERY (1946)
 QF1836
 QF1836'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF1836'STATION 2 FEET ABOVE HIGH WATER, IN AN OPEN SPOT AMONG CEDAR AND
 QF1836'BIRCH TREES.  TOP OF POST 8 INCHES ABOVE GROUND.
 QF1836
 QF1836                          STATION RECOVERY (1972)
 QF1836
 QF1836'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1836'THE STATION WAS RECOVERED AS DESCRIBED BY N W SMITH IN 1955.  FROST
 QF1836'ACTION HAS LIFTED THE MARK UNTIL ITS TOP IS 10 INCHES OUT OF THE
 QF1836'GROUND AND IT IS LOOSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ2705 ***********************************************************************
 AJ2705  CBN         -  This is a Cooperative Base Network Control Station.
 AJ2705  DESIGNATION -  DANIEL
 AJ2705  PID         -  AJ2705
 AJ2705  STATE/COUNTY-  ME/SOMERSET
 AJ2705  USGS QUAD   -  BRASSUA LAKE EAST (1988)
 AJ2705
 AJ2705                         *CURRENT SURVEY CONTROL
 AJ2705  ___________________________________________________________________
 AJ2705* NAD 83(1996)-  45 40 24.83573(N)    069 47 15.22924(W)     ADJUSTED  
 AJ2705* NAVD 88     -       315.2    (meters)    1034.     (feet)  GPS OBS   
 AJ2705  ___________________________________________________________________
 AJ2705  X           -   1,542,510.662 (meters)                     COMP
 AJ2705  Y           -  -4,189,614.790 (meters)                     COMP
 AJ2705  Z           -   4,540,176.984 (meters)                     COMP
 AJ2705  LAPLACE CORR-           3.10  (seconds)                    DEFLEC99
 AJ2705  ELLIP HEIGHT-         290.28  (meters)          (04/26/01) GPS OBS
 AJ2705  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 AJ2705
 AJ2705  HORZ ORDER  -  A
 AJ2705  ELLP ORDER  -  FOURTH    CLASS I
 AJ2705
 AJ2705.The horizontal coordinates were established by GPS observations
 AJ2705.and adjusted by the National Geodetic Survey in April 2001..
 AJ2705
 AJ2705.The orthometric height was determined by GPS observations and a
 AJ2705.high-resolution geoid model.
 AJ2705
 AJ2705.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2705
 AJ2705.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2705
 AJ2705.The ellipsoidal height was determined by GPS observations
 AJ2705.and is referenced to NAD 83.
 AJ2705
 AJ2705.The geoid height was determined by GEOID03.
 AJ2705
 AJ2705;                    North         East     Units Scale Factor Converg.
 AJ2705;SPC ME W     -   315,658.028   929,537.793   MT  0.99997739   +0 16 16.3
 AJ2705;UTM  19      - 5,058,081.014   438,659.544   MT  0.99964626   -0 33 48.3
 AJ2705
 AJ2705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2705!SPC ME W     -   0.99995449  x   0.99997739  =   0.99993188
 AJ2705!UTM  19      -   0.99995449  x   0.99964626  =   0.99960077
 AJ2705
 AJ2705                          SUPERSEDED SURVEY CONTROL
 AJ2705
 AJ2705.No superseded survey control is available for this station.
 AJ2705
 AJ2705_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL3866058081(NAD 83)
 AJ2705_MARKER: DD = SURVEY DISK
 AJ2705_SETTING: 66 = SET IN ROCK OUTCROP
 AJ2705_STAMPING: DANIEL 2000
 AJ2705_MARK LOGO: MEDT  
 AJ2705_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2705_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ2705+STABILITY: POSITION/ELEVATION WELL
 AJ2705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2705+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ2705
 AJ2705  HISTORY     - Date     Condition        Report By
 AJ2705  HISTORY     - 2000     MONUMENTED       MEDT
 AJ2705
 AJ2705                          STATION DESCRIPTION
 AJ2705
 AJ2705'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 2000 (TL)
 AJ2705'THE STATION IS LOCATED IN ROCKWOOD, ON THE SOUTH SIDE OF MOOSE RIVER.
 AJ2705'TO REACH FROM THE BRIDGE OVER THE MOOSE RIVER IN ROCKWOOD, GO
 AJ2705'SOUTHWEST FOR 0.7 MI (1.1 KM) ON STATE HIGHWAYS 6 AND 15 TO THE
 AJ2705'STATION ON THE RIGHT, ACROSS THE RIVER FROM A LARGE SIGN --MAYNARDS
 AJ2705'CAMPS--.  THE STATION IS SET IN A DRILL HOLE IN EXPOSED BEDROCK.
 AJ2705'LOCATED 47.11 FT (14.36 M) WEST OF UTILITY POLE NUMBER 712/7117, 26.77
 AJ2705'FT (8.16 M) NORTH OF THE CENTERLINE OF HIGHWAY AND 3 FT (0.9 M) BELOW
 AJ2705'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1664 ***********************************************************************
 OC1664  DESIGNATION -  DANIELS USE 1933
 OC1664  PID         -  OC1664
 OC1664  STATE/COUNTY-  ME/CUMBERLAND
 OC1664  USGS QUAD   -  PORTLAND EAST (1975)
 OC1664
 OC1664                         *CURRENT SURVEY CONTROL
 OC1664  ___________________________________________________________________
 OC1664* NAD 83(1996)-  43 38 18.37100(N)    070 11 59.43160(W)     ADJUSTED  
 OC1664* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 OC1664  ___________________________________________________________________
 OC1664  LAPLACE CORR-           3.01  (seconds)                    DEFLEC99
 OC1664  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 OC1664
 OC1664  HORZ ORDER  -  THIRD
 OC1664
 OC1664.The horizontal coordinates were established by classical geodetic methods
 OC1664.and adjusted by the National Geodetic Survey in March 1998..
 OC1664
 OC1664.The orthometric height was scaled from a topographic map.
 OC1664
 OC1664.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1664
 OC1664.The geoid height was determined by GEOID03.
 OC1664
 OC1664;                    North         East     Units Scale Factor Converg.
 OC1664;SPC ME W     -    89,442.357   897,323.108   MT  0.99996675   -0 01 22.4
 OC1664;UTM  19      - 4,832,415.401   403,221.130   MT  0.99971520   -0 49 41.1
 OC1664
 OC1664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1664!SPC ME W     -   1.00000177  x   0.99996675  =   0.99996852
 OC1664!UTM  19      -   1.00000177  x   0.99971520  =   0.99971697
 OC1664
 OC1664|---------------------------------------------------------------------|
 OC1664| PID    Reference Object                     Distance      Geod. Az  |
 OC1664|                                                           dddmmss.s |
 OC1664| OC1668 M 2 1941                             20.725 METERS 03731     |
 OC1664| OC1705 SOUTH RAM USE 1933                  APPROX. 1.1 KM 1100409.8 |
 OC1664| OC1624 DP KENDRICK 1941                    178.632 METERS 27837     |
 OC1664|---------------------------------------------------------------------|
 OC1664
 OC1664                          SUPERSEDED SURVEY CONTROL
 OC1664
 OC1664  NAD 83(1992)-  43 38 18.36920(N)    070 11 59.43247(W) AD(       ) 3
 OC1664  NAD 83(1986)-  43 38 18.37524(N)    070 11 59.43810(W) AD(       ) 3
 OC1664  NAD 27      -  43 38 18.07300(N)    070 12 01.28600(W) AD(       ) 3
 OC1664
 OC1664.Superseded values are not recommended for survey control.
 OC1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1664.See file dsdata.txt to determine how the superseded data were derived.
 OC1664
 OC1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0322132415(NAD 83)
 OC1664_MARKER: Z = SEE DESCRIPTION
 OC1664_SETTING: 0 = UNSPECIFIED SETTING
 OC1664_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC1664
 OC1664  HISTORY     - Date     Condition        Report By
 OC1664  HISTORY     - 1933     MONUMENTED       CGS
 OC1664  HISTORY     - 1941     SEE DESCRIPTION  CGS
 OC1664  HISTORY     - 1941     SEE DESCRIPTION  CGS
 OC1664
 OC1664                          STATION DESCRIPTION
 OC1664
 OC1664'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1664'STATION IS PART OF THE U.S.E.D. FIRE CONTROL TRIANGULATION OF
 OC1664'PORTLAND HARBOR AND WAS FOUND AS DESCRIBED IN THEIR RECORDS.  THE
 OC1664'STATION IS ON THE SE SIDE OF CUSHING ISLAND OPPOSITE RAM ISLAND
 OC1664'LEDGE LIGHTHOUSE, ON TOP OF THE PAVED AREA ON BATTERY DANIELS,
 OC1664'AN OLD ABANDONED BATTERY.  IT IS 4.36 METERS NE OF THE GUN BASE
 OC1664'OF GUN PIT NO. 3 AND ALMOST IN LINE WITH THE THREE GUN BASES OF
 OC1664'THE BATTERY, 2.07 METERS NE OF THE EDGE OF GUN PIT NO. 3, 9.61
 OC1664'METERS S OF N CORNER OF PAVED AREA, 3.50 METERS SW OF THE MOST
 OC1664'EASTERLY VENTILATOR.
 OC1664'
 OC1664'THE STATION MARK WAS A HOLE DRILLED IN THE CONCRETE, BUT SINCE
 OC1664'THE TOP OF THE PAVEMENT WAS CRACKED, A STANDARD DISK WAS
 OC1664'COUNTERSUNK DEEP IN SOLID CONCRETE.
 OC1664
 OC1664                          STATION RECOVERY (1941)
 OC1664
 OC1664'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1664'STATION IS LOCATED AT FORT LEVETT, ON THE SE SIDE OF CUSHING
 OC1664'ISLAND ON THE CONCRETE PARAPET OF BATTERY DANIELS, AN OLD
 OC1664'ABANDONED BATTERY.
 OC1664'
 OC1664'STATION IS MARKED BY A STANDARD DISK SET FLUSH WITH THE
 OC1664'CONCRETE ABOUT 15 FEET NE OF GUN PIT NO. 3.  STAMPED DANIELS
 OC1664'(U.S.E.) 1933.
 OC1664'
 OC1664'NO REFERENCE MARKS AT STATION.
 OC1664
 OC1664                          STATION RECOVERY (1941)
 OC1664
 OC1664'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FLP)
 OC1664'RECOVERED AS DESCRIBED IN 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2554 ***********************************************************************
 PE2554  DESIGNATION -  DARK
 PE2554  PID         -  PE2554
 PE2554  STATE/COUNTY-  ME/WALDO
 PE2554  USGS QUAD   -  ISLESBORO (1979)
 PE2554
 PE2554                         *CURRENT SURVEY CONTROL
 PE2554  ___________________________________________________________________
 PE2554* NAD 83(1996)-  44 15 32.57371(N)    068 54 25.40689(W)     ADJUSTED  
 PE2554* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 PE2554  ___________________________________________________________________
 PE2554  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 PE2554  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 PE2554
 PE2554  HORZ ORDER  -  THIRD
 PE2554
 PE2554.The horizontal coordinates were established by classical geodetic methods
 PE2554.and adjusted by the National Geodetic Survey in March 1998..
 PE2554.No horizontal observational check was made to the station.
 PE2554
 PE2554.The orthometric height was scaled from a topographic map.
 PE2554
 PE2554.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2554
 PE2554.The geoid height was determined by GEOID03.
 PE2554
 PE2554;                    North         East     Units Scale Factor Converg.
 PE2554;SPC ME E     -    65,894.414   267,497.100   MT  0.99991299   -0 17 02.7
 PE2554;UTM  19      - 4,900,649.614   507,419.087   MT  0.99960068   +0 03 53.5
 PE2554
 PE2554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2554!SPC ME E     -   1.00000397  x   0.99991299  =   0.99991695
 PE2554!UTM  19      -   1.00000397  x   0.99960068  =   0.99960464
 PE2554
 PE2554                          SUPERSEDED SURVEY CONTROL
 PE2554
 PE2554  NAD 83(1992)-  44 15 32.58015(N)    068 54 25.38535(W) AD(       ) 3
 PE2554  NAD 83(1986)-  44 15 32.56216(N)    068 54 25.39949(W) AD(       ) 3
 PE2554
 PE2554.Superseded values are not recommended for survey control.
 PE2554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2554.See file dsdata.txt to determine how the superseded data were derived.
 PE2554
 PE2554_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK0741900650(NAD 83)
 PE2554_MARKER: DD = SURVEY DISK
 PE2554_SETTING: 66 = SET IN ROCK OUTCROP
 PE2554_SP_SET: SET IN ROCK OUTCROP
 PE2554_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2554_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE2554+STABILITY: POSITION/ELEVATION WELL
 PE2554
 PE2554  HISTORY     - Date     Condition        Report By
 PE2554  HISTORY     - 1983     MONUMENTED       NOS
 PE2554
 PE2554                          STATION DESCRIPTION
 PE2554
 PE2554'DESCRIBED BY NATIONAL OCEAN SERVICE 1983 (RST)
 PE2554'THE STATION IS LOCATED ON THE EAST SIDE OF ISLESBORO ISLAND,
 PE2554'AT A POINT OF LAND JUST SOUTH OF DARK HARBOR IN SOME OLD RUINS.
 PE2554'
 PE2554'TO REACH THE STATION FROM DARK HARBOR ON ISLESBORO ISLAND.
 PE2554'GO SOUTHEAST ON THE ROAD FOR 0.4 KM (0.25 MI) AND TURN LEFT
 PE2554'AT THE TOP OF THE HILL AND GO 0.3 KM (0.2 MI) TO THE STATION
 PE2554'ON THE RIGHT.
 PE2554'
 PE2554'THE STATION IS A PLAIN BRONZE DISK 5 CM IN DIAMETER STAMPED,
 PE2554'---DARK 1982---, SET IN A DRILL HOLE IN ROCK OUTCROP.
 PE2554'IT IS LOCATED
 PE2554'11.3 METERS (37.2 FT) SOUTH FROM A ONE INCH DIAMETER IRON ROD
 PE2554'WHICH PROJECTS 4 FT ABOVE ABOVE THE ROCK,
 PE2554'4.9 METERS (16 FT) EAST FROM THE BANK WHICH IS DIRECTLY IN LINE
 PE2554'FROM THE ROAD, AND
 PE2554'7.6 METERS (25 FT) WEST FROM THE HIGH WATER LINE.
 PE2554'
 PE2554'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.40 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2130 ***********************************************************************
 PE2130  DESIGNATION -  DARK HARBOR HOTEL CHIM SE END
 PE2130  PID         -  PE2130
 PE2130  STATE/COUNTY-  ME/WALDO
 PE2130  USGS QUAD   -  ISLESBORO (1979)
 PE2130
 PE2130                         *CURRENT SURVEY CONTROL
 PE2130  ___________________________________________________________________
 PE2130* NAD 83(1996)-  44 15 31.16737(N)    068 54 36.13872(W)     ADJUSTED  
 PE2130* NAVD 88     -                                                        
 PE2130  ___________________________________________________________________
 PE2130  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 PE2130  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 PE2130
 PE2130  HORZ ORDER  -  THIRD
 PE2130
 PE2130.The horizontal coordinates were established by classical geodetic methods
 PE2130.and adjusted by the National Geodetic Survey in March 1998..
 PE2130
 PE2130
 PE2130.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2130
 PE2130.The geoid height was determined by GEOID03.
 PE2130
 PE2130;                    North         East     Units Scale Factor Converg.
 PE2130;SPC ME E     -    65,852.195   267,258.850   MT  0.99991318   -0 17 10.2
 PE2130;UTM  19      - 4,900,605.958   507,181.173   MT  0.99960063   +0 03 46.0
 PE2130
 PE2130                          SUPERSEDED SURVEY CONTROL
 PE2130
 PE2130  NAD 83(1992)-  44 15 31.17237(N)    068 54 36.11804(W) AD(       ) 4
 PE2130  NAD 83(1986)-  44 15 31.17555(N)    068 54 36.12056(W) AD(       ) 4
 PE2130  NAD 27      -  44 15 30.89000(N)    068 54 38.00000(W) AD(       ) 3
 PE2130
 PE2130.Superseded values are not recommended for survey control.
 PE2130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2130.See file dsdata.txt to determine how the superseded data were derived.
 PE2130
 PE2130_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK0718100606(NAD 83)
 PE2130
 PE2130  HISTORY     - Date     Condition        Report By
 PE2130  HISTORY     - 1934     MONUMENTED       CGS
 PE2130  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2130  HISTORY     - 1962     SEE DESCRIPTION  CGS
 PE2130
 PE2130                          STATION DESCRIPTION
 PE2130
 PE2130'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2130'THIS HOTEL IS A LARGE BUILDING N OF THE HARBOR IN THE VILLAGE
 PE2130'OF DARK HARBOR ON THE SOUTH ISLESBORO PORTION OF LONG ISLAND.
 PE2130
 PE2130                          STATION RECOVERY (1943)
 PE2130
 PE2130'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2130'STATION WAS RECOVERED AS DESCRIBED.  THE CHIMNEY IS NOW PAINTED
 PE2130'WHITE.
 PE2130
 PE2130                          STATION RECOVERY (1962)
 PE2130
 PE2130'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WFD)
 PE2130'STATION IS DESTROYED.  THE HOTEL HAS BEEN DEMOLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2129 ***********************************************************************
 PE2129  DESIGNATION -  DARK HARBOR HOTEL WATER TANK
 PE2129  PID         -  PE2129
 PE2129  STATE/COUNTY-  ME/WALDO
 PE2129  USGS QUAD   -  ISLESBORO (1979)
 PE2129
 PE2129                         *CURRENT SURVEY CONTROL
 PE2129  ___________________________________________________________________
 PE2129* NAD 83(1996)-  44 15 35.01791(N)    068 54 32.68900(W)     ADJUSTED  
 PE2129* NAVD 88     -                                                        
 PE2129  ___________________________________________________________________
 PE2129  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 PE2129  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 PE2129
 PE2129  HORZ ORDER  -  THIRD
 PE2129
 PE2129.The horizontal coordinates were established by classical geodetic methods
 PE2129.and adjusted by the National Geodetic Survey in March 1998..
 PE2129
 PE2129
 PE2129.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2129
 PE2129.The geoid height was determined by GEOID03.
 PE2129
 PE2129;                    North         East     Units Scale Factor Converg.
 PE2129;SPC ME E     -    65,970.652   267,335.958   MT  0.99991312   -0 17 07.8
 PE2129;UTM  19      - 4,900,724.845   507,257.534   MT  0.99960065   +0 03 48.4
 PE2129
 PE2129                          SUPERSEDED SURVEY CONTROL
 PE2129
 PE2129  NAD 83(1992)-  44 15 35.02291(N)    068 54 32.66807(W) AD(       ) 4
 PE2129  NAD 83(1986)-  44 15 35.02606(N)    068 54 32.67017(W) AD(       ) 4
 PE2129  NAD 27      -  44 15 34.74300(N)    068 54 34.56300(W) AD(       ) 3
 PE2129
 PE2129.Superseded values are not recommended for survey control.
 PE2129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2129.See file dsdata.txt to determine how the superseded data were derived.
 PE2129
 PE2129_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK0725800725(NAD 83)
 PE2129
 PE2129  HISTORY     - Date     Condition        Report By
 PE2129  HISTORY     - 1934     MONUMENTED       CGS
 PE2129  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2129  HISTORY     - 1962     SEE DESCRIPTION  CGS
 PE2129
 PE2129                          STATION DESCRIPTION
 PE2129
 PE2129'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2129'THIS STATION IS A SMALL BLACK TANK NEAR THE VILLAGE OF DARK
 PE2129'HARBOR, ON THE SOUTH ISLESBORO PORTION OF LONG ISLAND.
 PE2129
 PE2129                          STATION RECOVERY (1943)
 PE2129
 PE2129'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2129'STATION IS LOST.  THE TANK HAS BEEN DESTROYED.
 PE2129
 PE2129                          STATION RECOVERY (1962)
 PE2129
 PE2129'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WFD)
 PE2129'DESTROYED.  THE TANK WAS TAKEN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1064 ***********************************************************************
 PF1064  DESIGNATION -  DAVID
 PF1064  PID         -  PF1064
 PF1064  STATE/COUNTY-  ME/ANDROSCOGGIN
 PF1064  USGS QUAD   -  LEWISTON (1979)
 PF1064
 PF1064                         *CURRENT SURVEY CONTROL
 PF1064  ___________________________________________________________________
 PF1064* NAD 83(1996)-  44 06 24.61436(N)    070 12 30.27866(W)     ADJUSTED  
 PF1064* NAVD 88     -       115.7    (meters)     380.     (feet)  VERTCON   
 PF1064  ___________________________________________________________________
 PF1064  LAPLACE CORR-           4.25  (seconds)                    DEFLEC99
 PF1064  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 PF1064
 PF1064  HORZ ORDER  -  SECOND
 PF1064
 PF1064.The horizontal coordinates were established by classical geodetic methods
 PF1064.and adjusted by the National Geodetic Survey in March 1998..
 PF1064
 PF1064.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF1064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF1064
 PF1064.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1064
 PF1064.The geoid height was determined by GEOID03.
 PF1064
 PF1064;                    North         East     Units Scale Factor Converg.
 PF1064;SPC ME W     -   141,484.848   896,657.992   MT  0.99996680   -0 01 44.6
 PF1064;UTM  19      - 4,884,448.997   403,290.527   MT  0.99971503   -0 50 28.0
 PF1064
 PF1064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1064!SPC ME W     -   0.99998598  x   0.99996680  =   0.99995278
 PF1064!UTM  19      -   0.99998598  x   0.99971503  =   0.99970102
 PF1064
 PF1064|---------------------------------------------------------------------|
 PF1064| PID    Reference Object                     Distance      Geod. Az  |
 PF1064|                                                           dddmmss.s |
 PF1064| CE7886 DAVID RM 3                           12.012 METERS 11520     |
 PF1064| PF1062 LEWISTON RADIO STA WCOU TOWER       APPROX. 2.1 KM 1335901.8 |
 PF1064| PF1063 LEWISTON JR HIGH SCH CUPOLA         APPROX. 0.6 KM 1354033.4 |
 PF1064| PF1068 LEWISTON ST PATRICKS CATH CH        APPROX. 1.4 KM 1941105.7 |
 PF1064| PF1069 AUBURN MUN STANDPIPE                APPROX. 4.4 KM 1984640.6 |
 PF1064| PF1071 AUBURN RADIO STA WWAV MAST          APPROX. 3.4 KM 2445445.6 |
 PF1064| PF1070 PHIL                                APPROX. 2.6 KM 3200433.0 |
 PF1064| CE7887 DAVID RM 4                            8.336 METERS 33149     |
 PF1064|---------------------------------------------------------------------|
 PF1064
 PF1064                          SUPERSEDED SURVEY CONTROL
 PF1064
 PF1064  NAD 83(1992)-  44 06 24.61331(N)    070 12 30.27822(W) AD(       ) 2
 PF1064  NAD 83(1986)-  44 06 24.61928(N)    070 12 30.28227(W) AD(       ) 2
 PF1064  NAD 27      -  44 06 24.35434(N)    070 12 32.09191(W) AD(       ) 2
 PF1064  NGVD 29 (07/19/86)  115.9    (m)          380.     (f) VERT ANG       
 PF1064
 PF1064.Superseded values are not recommended for survey control.
 PF1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1064.See file dsdata.txt to determine how the superseded data were derived.
 PF1064
 PF1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0329184449(NAD 83)
 PF1064_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PF1064+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2006
 PF1064
 PF1064  HISTORY     - Date     Condition        Report By
 PF1064  HISTORY     - 1934     MONUMENTED       CGS
 PF1064  HISTORY     - 1977     SEE DESCRIPTION  NGS
 PF1064  HISTORY     - 20060529 GOOD             GEOCAC
 PF1064
 PF1064                          STATION DESCRIPTION
 PF1064
 PF1064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLO)
 PF1064'THE STATION WAS RECOVERED IN POOR CONDITION.  ONLY THE
 PF1064'SHANK OF THE STATION MARK WAS RECOVERED.  A CROSS HAS BEEN
 PF1064'CUT ON THE TOP OF THE SHANK.  REFERENCE MARK 1 WAS NOT
 PF1064'RECOVERED.  A DRILL HOLE WAS FOUND WHERE REFERENCE MARK 2
 PF1064'BELONGED AND REFERENCE MARK 3 WAS CEMENTED IN THE DRILL
 PF1064'HOLE. REFERENCE MARK 4 WAS ALSO SET.
 PF1064'DUE TO CHANGES A NEW DESCRIPTION FOLLOWS.
 PF1064'
 PF1064'THE STATION IS LOCATED IN THE CITY OF LEWISTON ON THE
 PF1064'PROPERTY LOCALLY KNOWN AS MT DAVID OWNED BY BATES COLLEGE.
 PF1064'IT IS 2.75 MILES SOUTH-SOUTHEAST OF EAST AUBURN, ONE MILE
 PF1064'NORTHEAST OF THE DOWNTOWN LEWISTON-AUBURN ANDROSCOGGIN
 PF1064'RIVER BRIDGE AND 5 MILES WEST OF SABBATUS.
 PF1064'
 PF1064'TO REACH FROM THE POST OFFICE IN AUBURN, GO EAST ON STATE
 PF1064'ROUTES 11, 100 AND 202 FOR 0.6 MILE TO THE JUNCTION WITH
 PF1064'STATE ROUTE 126, CONTINUE ON STATE ROUTES 11, 100 AND 202
 PF1064'PAST THE HOSPITAL FOR 0.7 MILE TO A SIDE STREET ON THE RIGHT,
 PF1064'(MOUNTAIN AVENUE), TURN RIGHT, GO 0.1 MILE AND PARK VEHICLE.
 PF1064'PACK TO THE STATION ON ROCKY OUTCROP AT THE TOP OF THE HILL
 PF1064'ON THE RIGHT.
 PF1064'
 PF1064'THE STATION MARK IS A 1-INCH SHANK WITH A CROSS CUT
 PF1064'ON THE TOP,
 PF1064'CEMENTED IN A DRILL HOLE IN THE OUTCROPPING BEDROCK. THE
 PF1064'SHAFT APPEARS TO BE THE REMAINS OF A BROKEN DISK. IT IS AT
 PF1064'THE TOP OF THE HILL AND 43.0 FEET SOUTHEAST OF A 3 FOOT TALL
 PF1064'PILE OF MORTARED TOGETHER ROCKS.
 PF1064'
 PF1064'REFERENCE MARK 3, STAMPED---DAVID 1934 NO 3 1977---, IS A
 PF1064'STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 PF1064'BEDROCK WHICH IS FLUSH WITH THE GROUND SURFACE. IT IS 3 FEET
 PF1064'LOWER THAN THE STATION AND 77.0 FEET SOUTH-SOUTHEAST OF A 3
 PF1064'FOOT TALL PILE OF MORTARED TOGETHER ROCKS.
 PF1064'
 PF1064'REFERENCE MARK 4, STAMPED---DAVID 1934 NO 4 1977---, IS A
 PF1064'STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 PF1064'BEDROCK WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS ABOUT
 PF1064'LEVEL WITH THE STATION AND 16 FEET SOUTHEAST OF A 3 FOOT TALL
 PF1064'PILE OF MORTARED TOGETHER ROCKS. THE ARROW ON THE MARK
 PF1064'DOES NOT POINT TOWARD THE STATION.
 PF1064'
 PF1064'THERE IS NO AZIMUTH MARK. STATIONS RAND AND PHIL CAN BE USED
 PF1064'AS AZIMUTH MARKS.
 PF1064'
 PF1064'DESCRIBED BY JERRY E. ELLINGWOOD.
 PF1064
 PF1064                          STATION RECOVERY (2006)
 PF1064
 PF1064'RECOVERY NOTE BY GEOCACHING 2006 (JKS)
 PF1064'RECOVERED AS DESCRIBED, INCLUDING CROSS CUT SHANK AND MISPOINTED
 PF1064'ARROW.
 PF1064' 
 PF1064'SUBMITTED BY JOHN K. SNYDER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0352 ***********************************************************************
 QF0352  DESIGNATION -  DAVID 1918
 QF0352  PID         -  QF0352
 QF0352  STATE/COUNTY-  ME/WASHINGTON
 QF0352  USGS QUAD   -  
 QF0352
 QF0352                         *CURRENT SURVEY CONTROL
 QF0352  ___________________________________________________________________
 QF0352* NAD 83(1996)-  45 00 17.24817(N)    066 59 25.72361(W)     ADJUSTED  
 QF0352* NAVD 88     -                                                        
 QF0352  ___________________________________________________________________
 QF0352  LAPLACE CORR-           2.52  (seconds)                    DEFLEC99
 QF0352  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 QF0352
 QF0352  HORZ ORDER  -  THIRD
 QF0352
 QF0352.The horizontal coordinates were established by classical geodetic methods
 QF0352.and adjusted by the National Geodetic Survey in March 1998..
 QF0352
 QF0352
 QF0352.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0352
 QF0352.The geoid height was determined by GEOID03.
 QF0352
 QF0352;                    North         East     Units Scale Factor Converg.
 QF0352;SPC ME E     -   149,784.589   418,999.169   MT  1.00007407   +1 04 03.4
 QF0352;UTM  19      - 4,985,446.983   658,367.854   MT  0.99990840   +1 25 16.9
 QF0352
 QF0352:                Primary Azimuth Mark                     Grid Az
 QF0352:SPC ME E     -  SAND REEF LIGHTHOUSE                     343 34 47.7
 QF0352:UTM  19      -  SAND REEF LIGHTHOUSE                     343 13 34.2
 QF0352
 QF0352|---------------------------------------------------------------------|
 QF0352| PID    Reference Object                     Distance      Geod. Az  |
 QF0352|                                                           dddmmss.s |
 QF0352| QF0665 SAND REEF LIGHTHOUSE                APPROX. 6.6 KM 3443851.1 |
 QF0352|---------------------------------------------------------------------|
 QF0352
 QF0352                          SUPERSEDED SURVEY CONTROL
 QF0352
 QF0352  NAD 83(1992)-  45 00 17.23815(N)    066 59 25.72255(W) AD(       ) 3
 QF0352  NAD 83(1986)-  45 00 17.24902(N)    066 59 25.71736(W) AD(       ) 3
 QF0352
 QF0352.Superseded values are not recommended for survey control.
 QF0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0352.See file dsdata.txt to determine how the superseded data were derived.
 QF0352
 QF0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5836885447(NAD 83)
 QF0352_MARKER: B = BOLT
 QF0352_SETTING: 66 = SET IN ROCK OUTCROP
 QF0352_SP_SET: SET IN ROCK OUTCROP
 QF0352_MAGNETIC: N = NO MAGNETIC MATERIAL
 QF0352_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0352+STABILITY: POSITION/ELEVATION WELL
 QF0352
 QF0352  HISTORY     - Date     Condition        Report By
 QF0352  HISTORY     - 1918     MONUMENTED       CGS
 QF0352  HISTORY     - 1985     GOOD             NOS
 QF0352
 QF0352                          STATION DESCRIPTION
 QF0352
 QF0352'DESCRIBED BY NATIONAL OCEAN SERVICE 1985 (WVH)
 QF0352'THE STATION WAS RECOVERED AT THIS DATE.
 QF0352'NO ORIGINAL TEXT AVAILABLE.  FOLLOWING IS AN UNPUBLISHED NOTE OF
 QF0352'1946.  J.H. HAWLEY, 1918.  ON A LEDGE OF ROCK ON THE CLIFF AT
 QF0352'DAVIDSONS HEAD.  THE CLIFF AT THIS POINT IS BARE OF TREES AND THE
 QF0352'MARK IS ABOUT 11.6 METERS FROM THE EXTREME WEST EDGE OF THE
 QF0352'CLIFF.  STATION IS A COPPER BOLT IN CEMENT IN THE OUTCROPPING ROCK.
 QF0352'TOP OF BOLT PROJECTS ABOUT AN INCH ABOVE ROCK SURFACE.  REFERENCE
 QF0352'MARK 1 IS A BRASS MARK WITH THE ARROW POINTING TOWARD THE STATION.
 QF0352'IT IS CEMENTED IN A ROCK LOCATED ABOUT MIDWAY BETWEEN THE STATION
 QF0352'AND THE TOP OF THE HILL.  REFERENCE MARK 2 IS A STANDARD WITNESS
 QF0352'MARK, A TRIANGULAR BLAZE WITH NAILS DRIVEN ALONG THE SIDES OF THE
 QF0352'TRIANGLE.  IT IS CUT IN THE SIDE OF A PINE TREE FACING THE STATION.
 QF0352'WITH INITIAL ON SAND REEF LIGHTHOUSE, RM1 BEARS 138 DEG 07 MIN 30
 QF0352'SEC AT 26.2 METERS AND RM2 88 DEG 06 MIN AT 16.5 METERS.  R.A.G. 1946.
 QF0352'1985 RECOVERY FOLLOWS- THE STATION IS LOCATED 6 MILES NORTH OF
 QF0352'EASTPORT MAINE, 4.6 MILES SOUTHEAST OF ST ANDREWS, NEW BRUNSWICK,
 QF0352'ON THE NORTHWEST SIDE OF DEER ISLAND AT DAVIDSONS HEAD.  THE
 QF0352'STATION AND REFERENCE MARK 1 WERE RECOVERED AS DESCRIBED.
 QF0352'THE PRESENT PUBLISHED POSITION IS IN ERROR BY ALMOST 24 METERS.
 QF0352'1985 OBSERVATIONS WERE MADE BY THE CANADIAN HYDROGRAPHIC SERVICE.
 QF0352'
 QF0352'RECOVERED BY G.E.L.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0398 ***********************************************************************
 OB0398  DESIGNATION -  DAVIS 1859
 OB0398  PID         -  OB0398
 OB0398  STATE/COUNTY-  ME/KNOX
 OB0398  USGS QUAD   -  LOUDS ISLAND (1979)
 OB0398
 OB0398                         *CURRENT SURVEY CONTROL
 OB0398  ___________________________________________________________________
 OB0398* NAD 83(1996)-  43 54 32.49234(N)    069 23 00.12990(W)     ADJUSTED  
 OB0398* NAVD 88     -        22.     (meters)      72.     (feet)  SCALED    
 OB0398  ___________________________________________________________________
 OB0398  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 OB0398  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 OB0398
 OB0398  HORZ ORDER  -  SECOND
 OB0398
 OB0398.The horizontal coordinates were established by classical geodetic methods
 OB0398.and adjusted by the National Geodetic Survey in March 1998..
 OB0398
 OB0398.The orthometric height was scaled from a topographic map.
 OB0398
 OB0398.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0398
 OB0398.The geoid height was determined by GEOID03.
 OB0398
 OB0398;                    North         East     Units Scale Factor Converg.
 OB0398;SPC ME E     -    27,304.698   229,047.115   MT  0.99996190   -0 36 45.6
 OB0398;SPC ME W     -   119,803.686   962,919.188   MT  1.00001534   +0 32 35.7
 OB0398;UTM  19      - 4,861,840.024   469,216.763   MT  0.99961165   -0 15 57.1
 OB0398
 OB0398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0398!SPC ME E     -   1.00000056  x   0.99996190  =   0.99996246
 OB0398!SPC ME W     -   1.00000056  x   1.00001534  =   1.00001590
 OB0398!UTM  19      -   1.00000056  x   0.99961165  =   0.99961221
 OB0398
 OB0398:                Primary Azimuth Mark                     Grid Az
 OB0398:SPC ME E     -  CROW                                     022 25 00.9
 OB0398:SPC ME W     -  CROW                                     021 15 39.6
 OB0398:UTM  19      -  CROW                                     022 04 12.4
 OB0398
 OB0398|---------------------------------------------------------------------|
 OB0398| PID    Reference Object                     Distance      Geod. Az  |
 OB0398|                                                           dddmmss.s |
 OB0398| OB0332 CROW                                APPROX. 2.0 KM 0214815.3 |
 OB0398| OB0334 CRANBERRY                           APPROX. 3.3 KM 0312552.7 |
 OB0398| OB0338 CRANBERRY ISLAND HOUSE CHIMNEY      APPROX. 4.1 KM 0374742.1 |
 OB0398| OB0341 OTTER ISLAND HOUSE CHIMNEY          APPROX. 4.2 KM 0501619.3 |
 OB0398| OB0339 OTTER ISLAND                        APPROX. 3.4 KM 0580032.0 |
 OB0398| OB0328 TURKEY CHURCH                       APPROX.11.9 KM 0693653.5 |
 OB0398| OB0371 HERRING GUT CHURCH                  APPROX.10.5 KM 0775202.8 |
 OB0398| OB0351 THOMPSON                            APPROX. 5.3 KM 1011858.3 |
 OB0398| OB0356 DAVIS ISLAND BARN WEST GABLE        APPROX. 6.6 KM 1085750.6 |
 OB0398| OB0355 HARBOR                              APPROX. 7.1 KM 1195717.4 |
 OB0398| OB0376 BURNT ISLAND                        APPROX. 8.5 KM 1232743.1 |
 OB0398| OB0377 ALLEN                               APPROX. 7.1 KM 1262711.1 |
 OB0398| OB0399 FRANKLIN ISLAND LH                  APPROX. 2.0 KM 1595205.6 |
 OB0398| OB0378 MONHEGAN LIGHT                      APPROX.16.9 KM 1611500.3 |
 OB0398| OB0380 MONHEGAN FOG BELL                   APPROX.16.8 KM 1641629.1 |
 OB0398| OB0416 WHITE ISLAND                        APPROX.20.4 KM 2283704.5 |
 OB0398| OB0413 PEMAQUID LH                         APPROX.12.7 KM 2305755.6 |
 OB0398| OB0414 DAVIS LUTHER HOUSE                  APPROX.10.8 KM 2440315.5 |
 OB0398| OB0423 NEW HBR METH EPIS CH STEEPLE        APPROX.10.2 KM 2471122.2 |
 OB0398| OB0394 BAR ISLAND CHIMNEY ON HOUSE         APPROX. 4.6 KM 2663532.7 |
 OB0398| OB0397 MARSH                               APPROX. 1.4 KM 2774351.7 |
 OB0398| OB0395 HOUSE WITH RED CHIMNEY              APPROX. 4.4 KM 2811356.0 |
 OB0398| OB0401 MUSCONGUS ISLAND WHITE CHIMNEY      APPROX. 3.6 KM 2912758.3 |
 OB0398| OB0389 ROUND POND WHITE CHURCH SPIRE       APPROX. 7.6 KM 3033622.5 |
 OB0398| OB0390 ROUND POND CHURCH SPIRE             APPROX. 7.5 KM 3041336.5 |
 OB0398| OB0387 WHITE HOUSE WITH RED ROOF CHIM      APPROX. 4.7 KM 3102345.5 |
 OB0398| OB0396 GREENLAND COVE HSE S CHIMNEY        APPROX.10.4 KM 3395915.5 |
 OB0398|---------------------------------------------------------------------|
 OB0398
 OB0398                          SUPERSEDED SURVEY CONTROL
 OB0398
 OB0398  NAD 83(1992)-  43 54 32.49361(N)    069 23 00.11629(W) AD(       ) 2
 OB0398  NAD 83(1986)-  43 54 32.49845(N)    069 23 00.12273(W) AD(       ) 2
 OB0398  NAD 27      -  43 54 32.20700(N)    069 23 01.93600(W) AD(       ) 2
 OB0398
 OB0398.Superseded values are not recommended for survey control.
 OB0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0398.See file dsdata.txt to determine how the superseded data were derived.
 OB0398
 OB0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ6921761840(NAD 83)
 OB0398_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OB0398+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2003
 OB0398
 OB0398  HISTORY     - Date     Condition        Report By
 OB0398  HISTORY     - 1859     MONUMENTED       CGS
 OB0398  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0398  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OB0398  HISTORY     - 20030705 GOOD             USPSQD
 OB0398
 OB0398                          STATION DESCRIPTION
 OB0398
 OB0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1859 (FPW)
 OB0398'STATION IS ON THE SUMMIT OF A HILL ON THE WESTERN SIDE OF HARBOR
 OB0398'ISLAND WHICH LIES IN MUSCONGUS BAY ABOUT 3/4 MILE N OF FRANKLIN
 OB0398'ISLAND LIGHT.  THE HILL IS ABOUT 1/2 MILE N OF THE SW POINT OF
 OB0398'THE ISLAND AND IS THEREFORE ABOUT 1-1/4 MILES N OF THE
 OB0398'LIGHTHOUSE MENTIONED.  THE LAND BELONGS TO RICHARD DAVIS WHOSE
 OB0398'HOUSE IS ABOUT 350 METERS TO THE ENE.  THE STATION IS MARKED BY
 OB0398'A HOLE DRILLED IN THE ROCK.
 OB0398
 OB0398                          STATION RECOVERY (1934)
 OB0398
 OB0398'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0398'THIS STATION WAS RECOVERED AS DESCRIBED AND RE-MARKED WITH A
 OB0398'STANDARD DISK AND TWO REFERENCE MARKS.  THE STATION IS ON THE
 OB0398'BARE SUMMIT OF A HILL ON THE WESTERN SIDE OF HARBOR ISLAND,
 OB0398'WHICH LIES IN MUSCONGUS BAY ABOUT 1 MILE N OF FRANKLIN ISLAND
 OB0398'LIGHT, AND ABOUT 3 MILES S OF FRIENDSHIP.  THIS HILL IS ABOUT
 OB0398'1/2 MILE N OF THE SW POINT OF THE ISLAND, AND ABOUT 350 METERS
 OB0398'WSW OF A STONE HOUSE ON THE E SIDE OF THE ISLAND.  THE STATION IS
 OB0398'ON BARE LEDGE 2 METERS N OF THE HIGHEST POINT, ABOUT 80
 OB0398'METERS FROM HIGH-WATER LINE TO THE W, AND ABOUT 100 METERS
 OB0398'FROM HIGH-WATER LINE TO THE S.
 OB0398'
 OB0398'REFERENCE MARK NO. 1 IS ON THE TOP OF A BARE LEDGE N OF THE
 OB0398'STATION, AND REFERENCE MARK NO. 2 IS ON THE NLY PART OF A
 OB0398'SIMILAR LEDGE TO THE W.
 OB0398'
 OB0398'A TWENTY-FOOT SIGNAL WAS BUILT, AND IT IS VERY PROBABLE THAT
 OB0398'THE ANCHOR BOLTS ON THE TRIPOD WILL STILL BE IN THE LEDGE AFTER
 OB0398'THE SIGNAL IS GONE.
 OB0398
 OB0398                          STATION RECOVERY (1953)
 OB0398
 OB0398'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (PT)
 OB0398'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 OB0398'CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE MEASURED
 OB0398'WITH A STEEL TAPE AND FOUND TO BE CORRECT.  THE PUBLISHED
 OB0398'DESCRIPTION IS ADEQUATE AND COMPLETE.
 OB0398
 OB0398                          STATION RECOVERY (2003)
 OB0398
 OB0398'RECOVERY NOTE BY US POWER SQUADRON 2003 (LM)
 OB0398'STATION RECOVERED AS DESCRIBED. TOWER IS MISSING BUT ONE BOLT STILL
 OB0398'REMAINS IN LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0356 ***********************************************************************
 OB0356  DESIGNATION -  DAVIS ISLAND BARN WEST GABLE
 OB0356  PID         -  OB0356
 OB0356  STATE/COUNTY-  ME/KNOX
 OB0356  USGS QUAD   -  FRIENDSHIP (1973)
 OB0356
 OB0356                         *CURRENT SURVEY CONTROL
 OB0356  ___________________________________________________________________
 OB0356* NAD 83(1996)-  43 53 22.38872(N)    069 18 18.42212(W)     ADJUSTED  
 OB0356* NAVD 88     -                                                        
 OB0356  ___________________________________________________________________
 OB0356  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 OB0356  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 OB0356
 OB0356  HORZ ORDER  -  THIRD
 OB0356
 OB0356.The horizontal coordinates were established by classical geodetic methods
 OB0356.and adjusted by the National Geodetic Survey in March 1998..
 OB0356
 OB0356
 OB0356.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0356
 OB0356.The geoid height was determined by GEOID03.
 OB0356
 OB0356;                    North         East     Units Scale Factor Converg.
 OB0356;SPC ME E     -    25,076.997   235,311.322   MT  0.99995145   -0 33 29.5
 OB0356;SPC ME W     -   117,702.650   969,227.455   MT  1.00002559   +0 35 50.3
 OB0356;UTM  19      - 4,859,651.031   475,492.157   MT  0.99960739   -0 12 41.5
 OB0356
 OB0356                          SUPERSEDED SURVEY CONTROL
 OB0356
 OB0356  NAD 83(1992)-  43 53 22.38909(N)    069 18 18.40469(W) AD(       ) 4
 OB0356  NAD 83(1986)-  43 53 22.39392(N)    069 18 18.41161(W) AD(       ) 4
 OB0356  NAD 27      -  43 53 22.10000(N)    069 18 20.22000(W) AD(       ) 3
 OB0356
 OB0356.Superseded values are not recommended for survey control.
 OB0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0356.See file dsdata.txt to determine how the superseded data were derived.
 OB0356
 OB0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ7549259651(NAD 83)
 OB0356
 OB0356  HISTORY     - Date     Condition        Report By
 OB0356  HISTORY     - UNK      MONUMENTED
 OB0356  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0356  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OB0356
 OB0356                          STATION DESCRIPTION
 OB0356
 OB0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0356'THIS STATION IS LOST.
 OB0356
 OB0356                          STATION RECOVERY (1943)
 OB0356
 OB0356'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 OB0356'LISTED AS LOST IN 1934.  A SEARCH WAS MADE, BUT THE BARN IS GONE
 OB0356'AND NO TRACE OF THE FOUNDATION WAS FOUND.  STATION IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0414 ***********************************************************************
 OB0414  DESIGNATION -  DAVIS LUTHER HOUSE
 OB0414  PID         -  OB0414
 OB0414  STATE/COUNTY-  ME/LINCOLN
 OB0414  USGS QUAD   -  PEMAQUID POINT (1997)
 OB0414
 OB0414                         *CURRENT SURVEY CONTROL
 OB0414  ___________________________________________________________________
 OB0414* NAD 83(1996)-  43 51 59.10015(N)    069 30 15.22913(W)     ADJUSTED  
 OB0414* NAVD 88     -                                                        
 OB0414  ___________________________________________________________________
 OB0414  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 OB0414  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 OB0414
 OB0414  HORZ ORDER  -  THIRD
 OB0414
 OB0414.The horizontal coordinates were established by classical geodetic methods
 OB0414.and adjusted by the National Geodetic Survey in March 1998..
 OB0414
 OB0414
 OB0414.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0414
 OB0414.The geoid height was determined by GEOID03.
 OB0414
 OB0414;                    North         East     Units Scale Factor Converg.
 OB0414;SPC ME W     -   114,984.601   953,248.835   MT  1.00000153   +0 27 32.6
 OB0414;SPC ME E     -    22,681.769   219,281.916   MT  0.99998011   -0 41 45.4
 OB0414;UTM  19      - 4,857,159.761   459,483.170   MT  0.99962019   -0 20 57.9
 OB0414
 OB0414                          SUPERSEDED SURVEY CONTROL
 OB0414
 OB0414  NAD 83(1992)-  43 51 59.09937(N)    069 30 15.22110(W) AD(       ) 4
 OB0414  NAD 83(1986)-  43 51 59.10452(N)    069 30 15.22724(W) AD(       ) 4
 OB0414  NAD 27      -  43 51 58.80000(N)    069 30 17.05000(W) AD(       ) 3
 OB0414
 OB0414.Superseded values are not recommended for survey control.
 OB0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0414.See file dsdata.txt to determine how the superseded data were derived.
 OB0414
 OB0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ5948357160(NAD 83)
 OB0414
 OB0414  HISTORY     - Date     Condition        Report By
 OB0414  HISTORY     - UNK      MONUMENTED
 OB0414  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0414  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0414
 OB0414                          STATION DESCRIPTION
 OB0414
 OB0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0414'STATION IS LOST.  THIS STATION IS LOST SINCE THE HOUSE HAS
 OB0414'EITHER BURNED OR BEEN TORN DOWN.  THE OLD CELLAR OF THE HOUSE
 OB0414'REMAINS AND IS ABOUT 1300 FEET NNE OF PEMAQUID 2 1934.
 OB0414
 OB0414                          STATION RECOVERY (1942)
 OB0414
 OB0414'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (HOF)
 OB0414'NO ORIGINAL DESCRIPTION.  K.G.C. LISTS THIS STATION AS LOST IN
 OB0414'1934.  AN OLD STONE FOUNDATION WAS FOUND WITH A CHIMNEY IN THE
 OB0414'CENTER.  THE CHIMNEY WAS LOCATED ON THE PHOTOGRAPHS AND CAN
 OB0414'PROBABLY BE USED IN AIR COMPILATION WORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0958 ***********************************************************************
 PD0958  DESIGNATION -  DAVIS RESET
 PD0958  PID         -  PD0958
 PD0958  STATE/COUNTY-  ME/WASHINGTON
 PD0958  USGS QUAD   -  CUTLER (1993)
 PD0958
 PD0958                         *CURRENT SURVEY CONTROL
 PD0958  ___________________________________________________________________
 PD0958* NAD 83(1996)-  44 39 03.89437(N)    067 13 13.19859(W)     ADJUSTED  
 PD0958* NAVD 88     -        66.5    (meters)     218.     (feet)  VERTCON   
 PD0958  ___________________________________________________________________
 PD0958  LAPLACE CORR-           4.15  (seconds)                    DEFLEC99
 PD0958  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 PD0958
 PD0958  HORZ ORDER  -  SECOND
 PD0958
 PD0958.The horizontal coordinates were established by classical geodetic methods
 PD0958.and adjusted by the National Geodetic Survey in March 1998..
 PD0958
 PD0958.The NAVD 88 height was computed by applying the VERTCON shift value to
 PD0958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PD0958
 PD0958.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0958
 PD0958.The geoid height was determined by GEOID03.
 PD0958
 PD0958;                    North         East     Units Scale Factor Converg.
 PD0958;SPC ME E     -   110,169.328   401,498.157   MT  1.00002665   +0 53 57.9
 PD0958;UTM  19      - 4,945,731.658   641,113.989   MT  0.99984488   +1 15 03.4
 PD0958
 PD0958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0958!SPC ME E     -   0.99999310  x   1.00002665  =   1.00001975
 PD0958!UTM  19      -   0.99999310  x   0.99984488  =   0.99983798
 PD0958
 PD0958|---------------------------------------------------------------------|
 PD0958| PID    Reference Object                     Distance      Geod. Az  |
 PD0958|                                                           dddmmss.s |
 PD0958| CE7888 DAVIS RM 1                           15.467 METERS 04356     |
 PD0958| CE7889 DAVIS RM 2                            8.996 METERS 13807     |
 PD0958| PD0974 HOLWAY RESET                        APPROX. 3.9 KM 2315500.8 |
 PD0958| PD0993 CUTLER USN RAD STA TOWER S 5        APPROX. 4.8 KM 2403904.6 |
 PD0958| PD0995 CUTLER USN RAD STA TOWER S 0        APPROX. 4.9 KM 2514415.7 |
 PD0958| PD0996 CUTLER USN RAD STA TOWER N 0        APPROX. 5.1 KM 2714012.4 |
 PD0958| PD0997 CUTLER USN RAD STA TOWER N 11       APPROX. 5.7 KM 2791738.3 |
 PD0958| PD0999 CUTLER USN RAD STA WATER TANK       APPROX. 8.1 KM 3113602.3 |
 PD0958|---------------------------------------------------------------------|
 PD0958
 PD0958                          SUPERSEDED SURVEY CONTROL
 PD0958
 PD0958  NAD 83(1992)-  44 39 03.89122(N)    067 13 13.19609(W) AD(       ) 2
 PD0958  NAD 83(1986)-  44 39 03.88752(N)    067 13 13.19858(W) AD(       ) 2
 PD0958  NAD 27      -  44 39 03.60000(N)    067 13 15.25200(W) AD(       ) 2
 PD0958  NGVD 29 (07/19/86)   66.6    (m)          219.     (f) VERT ANG       
 PD0958
 PD0958.Superseded values are not recommended for survey control.
 PD0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0958.See file dsdata.txt to determine how the superseded data were derived.
 PD0958
 PD0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK4111445732(NAD 83)
 PD0958_MARKER: H = DRILL HOLE
 PD0958_SETTING: 0 = UNSPECIFIED SETTING
 PD0958
 PD0958  HISTORY     - Date     Condition        Report By
 PD0958  HISTORY     - 1960     MONUMENTED       CGS
 PD0958  HISTORY     - 1913     GOOD             CGS
 PD0958  HISTORY     - 1946     GOOD             CGS
 PD0958  HISTORY     - 1960     SEE DESCRIPTION  CGS
 PD0958  HISTORY     - 1963     GOOD             CGS
 PD0958  HISTORY     - 1966     GOOD             CGS
 PD0958
 PD0958                          STATION DESCRIPTION
 PD0958
 PD0958'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 PD0958'STATION IS ON THE HILL ABOUT A MILE W BY S FROM CUTLER, 1/2 MILE
 PD0958'S OF LITTLE RIVER, 3/4 MILE N OF THE ATLANTIC COAST, AND ABOUT
 PD0958'1-1/2 MILES E OF LITTLE MACHIAS BAY.  ACKLEYS HOUSE IS ABOUT 400
 PD0958'METERS TO THE N.  THE HILL IS COVERED WITH A DENSE GROWTH OF
 PD0958'TIMBER AND BRUSH.  THE STATION IS ABOUT 6 FEET W OF THE HIGHEST
 PD0958'PART OF THE HIGHEST LEDGE AND IS MARKED BY A DRILL HOLE IN THE
 PD0958'ROCK AND COVERED BY A CAIRN.
 PD0958
 PD0958                          STATION RECOVERY (1946)
 PD0958
 PD0958'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0958'STATION RECOVERED.  IT IS MARKED BY A 1/2-INCH DRILL HOLE IN
 PD0958'ROCK 1-INCH DEEP, COVERED BY A CAIRN.  THE 1913 DESCRIPTION IS
 PD0958'CORRECT.  THE FOLLOWING ADDITIONS ARE NOTED--THE 1913 DESCRIPTION
 PD0958'IS CORRECT.  THE FOLLOWING ADDITIONS ARE NOTED--STATION IS ON THE
 PD0958'SE ONE OF THREE SUMMITS OF APPROXIMATELY EQUAL HEIGHT.  HIGH
 PD0958'POINT AT WHICH STATION IS LOCATED LIES IN A U-SHAPED CLEARING IN
 PD0958'THE TIMBER.  THIS CLEARING IS OVERGROWN WITH BRUSH.  THE
 PD0958'STATION IS AT THE INSIDE POINT OF TIMBER OPPOSITE THE CENTER OF
 PD0958'THE CLEARING.
 PD0958'
 PD0958'TO REACH THE STATION FROM THE POST OFFICE AT CUTLER, DRIVE W ON
 PD0958'THE STATE HIGHWAY 191 ABOUT 1.2 MILES, TURN SE ON GRAVEL ROAD
 PD0958'ALONG S SIDE OF LITTLE RIVER, GO ABOUT 0.7 MILE TO THE FIRST HOUSE
 PD0958'BEYOND THE CREST OF THE ROAD, ON THE S SIDE OF THE ROAD.  FROM
 PD0958'THIS HOUSE, WALK THROUGH FIELD TO WOODS ROAD ABOUT 100 METERS
 PD0958'WSW OF HOUSE, FOLLOW THIS OLD ROAD ABOUT 200 METERS TO THE S END
 PD0958'OF THE FIRST CLEARING ALONG THE ROAD, THENCE ABOUT 170 METERS
 PD0958'ESE TO STATION.
 PD0958
 PD0958                          STATION RECOVERY (1960)
 PD0958
 PD0958'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HRL)
 PD0958'STATION WAS RECOVERED AS DESCRIBED.  A COMPLETE NEW DESCRIPTION
 PD0958'FOLLOWS.
 PD0958'
 PD0958'STATION IS LOCATED ABOUT 1-1/2 MILES EAST OF LITTLE MACHIAS
 PD0958'BAY, ABOUT 1 MILE NORTH OF THE ATLANTIC COAST AND ABOUT 1 MILE
 PD0958'SOUTHWEST OF CUTLER ON THE HIGHEST POINT OF A ROCKY LEDGE IN
 PD0958'HEAVILY TIMBERED AREA.  THE MARK IS A STANDARD DISK CEMENTED
 PD0958'FLUSH IN A DRILL HOLE IN ROCK AND THE DISK IS STAMPED DAVIS 1862
 PD0958'1960.  THE DISK IS SET IN THE DRILL HOLE WHICH MARKED THE
 PD0958'ORIGINAL STATION.
 PD0958'
 PD0958'TO REACH STATION FROM THE POST OFFICE IN CUTLER GO WEST ON
 PD0958'STATE HIGHWAY 191 FOR 1.3 MILES TO A SIDE ROAD LEFT.  TURN LEFT
 PD0958'ON GRAVEL ROAD AND GO 0.7 MILE TO A DRIVEWAY ON RIGHT.  TURN RIGHT
 PD0958'AND GO ABOUT 50 YARDS TO END OF TRUCK TRAVEL EXCEPT FOR A FOUR
 PD0958'WHEEL DRIVE VEHICLE.  WALK SOUTH ON WOODS ROAD FOR ABOUT 0.3 MILE
 PD0958'TO RIDGE ON RIGHT.  LEAVE ROAD AND GO ABOUT 40 YARDS TO TOP OF
 PD0958'RIDGE AND STATION.  ABOUT A 10 MINUTE PACK.
 PD0958'
 PD0958'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED FLUSH IN A
 PD0958'DRILL HOLE IN ROCK AND THE DISK IS STAMPED DAVIS NO-1 1862 1960.
 PD0958'
 PD0958'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED FLUSH IN A DRILL
 PD0958'HOLE IN ROCK AND THE DISK IS STAMPED DAVIS NO-2 1862 1960.
 PD0958'
 PD0958'HEIGHT OF LIGHT ABOVE STATION MARK 9 METERS.
 PD0958
 PD0958                          STATION RECOVERY (1963)
 PD0958
 PD0958'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (GAM)
 PD0958'NOT OCCUPIED, EXCEPT FOR ASTRO OBSERVATIONS
 PD0958'
 PD0958'THE STATION WAS RECOVERED AS DESCRIBED BY H.R. LIPPHOLD IN
 PD0958'1960 AND THE STATION MARK AND REFERENCE MARK NO. 2 WERE FOUND IN
 PD0958'GOOD CONDITION.
 PD0958'
 PD0958'THE 1960 DESCRIPTION IS ADEQUATE.
 PD0958'
 PD0958'NOTE--THE 1960 RECOVERY NOTES WERE NOT AVAILABLE TO THIS
 PD0958'PARTY AT THE TIME THE STATION WAS RECOVERED AND IT IS NOT KNOWN
 PD0958'IF REFERENCE MARK NO. 1 IS STILL THERE.
 PD0958
 PD0958                          STATION RECOVERY (1966)
 PD0958
 PD0958'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JLC)
 PD0958'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 PD0958'AS DESCRIBED BY H.R.L. 1960.  THE STATION IS ON THE PROPERTY OF
 PD0958'MR. MORRIS ACKLEY.  A NEW TO REACH FOLLOWS--
 PD0958'
 PD0958'TO REACH THE STATION FROM THE POST OFFICE IN CUTLER, GO WEST ON
 PD0958'STATE HIGHWAY 191 FOR 1.3 MILES TO A SIDE ROAD LEFT.  TURN LEFT
 PD0958'ON A GRAVELED ROAD AND GO 0.6 MILE TO A TRACK ROAD RIGHT.  TURN
 PD0958'RIGHT AND GO ABOUT 50 YARDS TO THE END OF TRUCK TRAVEL EXCEPT
 PD0958'FOR A FOUR WHEEL DRIVE VEHICLE.  WALK SOUTH ALONG THE WOODS ROAD
 PD0958'FOR ABOUT 0.3 MILE TO A SMALL CLEARING AND CROSSROAD.  TAKE THE
 PD0958'LEFT WOODS ROAD AND GO ABOUT 225 YARDS TO THE STATION ON THE
 PD0958'HIGHEST PART OF ROCKY LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2655 ***********************************************************************
 OC2655  DESIGNATION -  DAYTON
 OC2655  PID         -  OC2655
 OC2655  STATE/COUNTY-  ME/YORK
 OC2655  USGS QUAD   -  BAR MILLS (1983)
 OC2655
 OC2655                         *CURRENT SURVEY CONTROL
 OC2655  ___________________________________________________________________
 OC2655* NAD 83(1996)-  43 30 11.15992(N)    070 34 02.55176(W)     ADJUSTED  
 OC2655* NAVD 88     -        39.1    (meters)     128.     (feet)  VERTCON   
 OC2655  ___________________________________________________________________
 OC2655  LAPLACE CORR-           3.55  (seconds)                    DEFLEC99
 OC2655  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 OC2655
 OC2655  HORZ ORDER  -  SECOND
 OC2655
 OC2655.The horizontal coordinates were established by classical geodetic methods
 OC2655.and adjusted by the National Geodetic Survey in March 1998..
 OC2655
 OC2655.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2655.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2655
 OC2655.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2655
 OC2655.The geoid height was determined by GEOID03.
 OC2655
 OC2655;                    North         East     Units Scale Factor Converg.
 OC2655;SPC ME W     -    74,483.932   867,594.725   MT  0.99997958   -0 16 33.1
 OC2655;UTM  19      - 4,817,878.868   373,292.212   MT  0.99979748   -1 04 44.8
 OC2655
 OC2655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2655!SPC ME W     -   0.99999803  x   0.99997958  =   0.99997761
 OC2655!UTM  19      -   0.99999803  x   0.99979748  =   0.99979551
 OC2655
 OC2655:                Primary Azimuth Mark                     Grid Az
 OC2655:SPC ME W     -  DAYTON AZ MK                             111 55 37.1
 OC2655:UTM  19      -  DAYTON AZ MK                             112 43 48.8
 OC2655
 OC2655|---------------------------------------------------------------------|
 OC2655| PID    Reference Object                     Distance      Geod. Az  |
 OC2655|                                                           dddmmss.s |
 OC2655| OC2663 DAYTON AZ MK                        APPROX. 0.7 KM 1113904.0 |
 OC2655| OC2654 DAYTON RM 1                          18.186 METERS 16434     |
 OC2655| CE7318 DAYTON RM 2                          13.454 METERS 28451     |
 OC2655|---------------------------------------------------------------------|
 OC2655
 OC2655                          SUPERSEDED SURVEY CONTROL
 OC2655
 OC2655  NAD 83(1992)-  43 30 11.15861(N)    070 34 02.55299(W) AD(       ) 2
 OC2655  NAD 83(1986)-  43 30 11.16453(N)    070 34 02.55902(W) AD(       ) 2
 OC2655  NAD 27      -  43 30 10.86363(N)    070 34 04.36152(W) AD(       ) 2
 OC2655  NGVD 29 (07/19/86)   39.3    (m)          129.     (f) VERT ANG       
 OC2655
 OC2655.Superseded values are not recommended for survey control.
 OC2655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2655.See file dsdata.txt to determine how the superseded data were derived.
 OC2655
 OC2655_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ7329217879(NAD 83)
 OC2655_MARKER: DS = TRIANGULATION STATION DISK
 OC2655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC2655_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC2655
 OC2655  HISTORY     - Date     Condition        Report By
 OC2655  HISTORY     - 1976     MONUMENTED       NGS
 OC2655
 OC2655                          STATION DESCRIPTION
 OC2655
 OC2655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2655'THE STATION IS LOCATED IN THE TOWN OF DAYTON, ABOUT 6 MILES
 OC2655'WEST OF SACO, 0.1 MILE SOUTHEAST OF GOODWINS MILLS AND 8 MILES
 OC2655'NORTH OF KENNEBUNK.
 OC2655'
 OC2655'TO REACH THE STATION FROM THE INTERSECTION OF STATE
 OC2655'ROUTES 111 AND 35 ABOUT 6 MILES EAST OF ALFRED, GO
 OC2655'NORTHERLY ON STATE ROUTE 35 FOR 1.87 MILES, TO A SCHOOL
 OC2655'ON THE LEFT.  CONTINUE NORTHERLY ON ROUTE 35 FOR 0.26
 OC2655'MILE TO A CROSS ROAD.  HERE TURN RIGHT AND GO EASTERLY
 OC2655'FOR 0.18 MILE TO ANOTHER CROSS ROAD.  HERE CONTINUE
 OC2655'STRAIGHT AHEAD FOR 0.15 MILE TO THE DAYTON-LYMAN TOWN LINE.
 OC2655'CONTINUE ON FOR 0.54 MILE TO THE STATION ON THE LEFT.
 OC2655'
 OC2655'THE STATION MARKS ARE STANDARD DISKS STAMPED--DAYTON 1976--,
 OC2655'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OC2655'CONCRETE POST WHICH IS 3-INCHES BELOW THE GROUND SURFACE .
 OC2655'IT IS 23-FEET NORTH-NORTHEAST OF THE CENTERLINE OF THE ROAD,
 OC2655'0.7 FEET EAST OF A POLE NUMBERED J 232-32 AND 3.5 FEET
 OC2655'SOUTH-SOUTHWEST OF A METAL WITNESS POST.  THE UNDERGROUND DISK
 OC2655'IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 48-INCHES
 OC2655'BELOW THE GROUND SURFACE.
 OC2655'
 OC2655'REFERENCE MARK 1, A STANDARD DISK STAMPED--DAYTON NO 1
 OC2655'1976--IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OC2655'POST WHICH IS 5-INCHES BELOW THE GROUND SURFACE.  IT IS 27.9
 OC2655'FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF THE ROAD, 61 FEET
 OC2655'SOUTH OF A POLE NUMBERED J 232-32 AND 3.8 FEET NORTH-NORTHEAST
 OC2655'OF A METAL WITNESS POST.
 OC2655'
 OC2655'REFERENCE MARK 2, A STANDARD DISK STAMPED--DAYTON NO 2
 OC2655'1976--IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OC2655'POST WHICH IS 3-INCHES BELOW THE GROUND SURFACE.  IT IS 23 FEET
 OC2655'NORTH-NORTHEAST OF THE CENTERLINE OF THE ROAD, 37 FEET
 OC2655'NORTHWEST OF A POLE NUMBERED J 232-32 AND 4 FEET SOUTH-SOUTHWEST
 OC2655'OF A METAL WITNESS POST.
 OC2655'
 OC2655'THE AZIMUTH MARK, A STANDARD DISK STAMPED--DAYTON AZ 1976--,
 OC2655'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST
 OC2655'WHICH IS FLUSH WITH THE GROUND SURFACE. IT IS 24 FEET
 OC2655'NORTHEAST OF THE CENTERLINE OF THE ROAD, 3.5 FEET
 OC2655'SOUTHEAST OF A METAL WITNESS POST AND 6 FEET NORTHWEST
 OC2655'OF THE DAYTON-BIDDEFORD TOWN LINE POST.
 OC2655'
 OC2655'TO REACH THE AZIMUTH FROM THE STATION, GO SOUTHEASTERLY
 OC2655'ON THE SAME ROAD FOR 0.46 MILE TO THE AZIMUTH MARK ON THE
 OC2655'LEFT NEXT TO THE DAYTON-BIDDEFORD TOWN LINE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0712 ***********************************************************************
 QF0712  DESIGNATION -  DE MONTS
 QF0712  PID         -  QF0712
 QF0712  STATE/COUNTY-  ME/WASHINGTON
 QF0712  USGS QUAD   -  DEVILS HEAD (1977)
 QF0712
 QF0712                         *CURRENT SURVEY CONTROL
 QF0712  ___________________________________________________________________
 QF0712* NAD 83(1996)-  45 09 30.52212(N)    067 09 49.67404(W)     ADJUSTED  
 QF0712* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 QF0712  ___________________________________________________________________
 QF0712  LAPLACE CORR-           3.28  (seconds)                    DEFLEC99
 QF0712  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 QF0712
 QF0712  HORZ ORDER  -  THIRD
 QF0712
 QF0712.The horizontal coordinates were established by classical geodetic methods
 QF0712.and adjusted by the National Geodetic Survey in March 1998..
 QF0712
 QF0712.The orthometric height was scaled from a topographic map.
 QF0712
 QF0712.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0712
 QF0712.The geoid height was determined by GEOID03.
 QF0712
 QF0712;                    North         East     Units Scale Factor Converg.
 QF0712;SPC ME E     -   166,622.657   405,053.891   MT  1.00003566   +0 56 51.1
 QF0712;UTM  19      - 5,002,195.626   644,321.173   MT  0.99985611   +1 18 07.9
 QF0712
 QF0712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0712!SPC ME E     -   1.00000270  x   1.00003566  =   1.00003836
 QF0712!UTM  19      -   1.00000270  x   0.99985611  =   0.99985881
 QF0712
 QF0712:                Primary Azimuth Mark                     Grid Az
 QF0712:SPC ME E     -  OAK POINT IBC                            004 29 50.4
 QF0712:UTM  19      -  OAK POINT IBC                            004 08 33.6
 QF0712
 QF0712|---------------------------------------------------------------------|
 QF0712| PID    Reference Object                     Distance      Geod. Az  |
 QF0712|                                                           dddmmss.s |
 QF0712| QF0737 OAK POINT IBC                       APPROX. 1.1 KM 0052641.5 |
 QF0712| CE8840 DE MONTS RM 1                         5.197 METERS 13804     |
 QF0712| QF0717 REFERENCE MON 239                     0.110 METERS 18528     |
 QF0712| CE8841 DE MONTS RM 2                         5.067 METERS 27000     |
 QF0712| QF0739 SPRUCE POINT LH FINIAL IBC          APPROX. 2.0 KM 3001707.4 |
 QF0712|---------------------------------------------------------------------|
 QF0712
 QF0712                          SUPERSEDED SURVEY CONTROL
 QF0712
 QF0712  NAD 83(1992)-  45 09 30.51628(N)    067 09 49.67220(W) AD(       ) 3
 QF0712  NAD 83(1986)-  45 09 30.51914(N)    067 09 49.67725(W) AD(       ) 3
 QF0712  NAD 27      -  45 09 30.23700(N)    067 09 51.71800(W) AD(       ) 3
 QF0712
 QF0712.Superseded values are not recommended for survey control.
 QF0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0712.See file dsdata.txt to determine how the superseded data were derived.
 QF0712
 QF0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL4432102196(NAD 83)
 QF0712_MARKER: DH = HORIZONTAL CONTROL DISK
 QF0712_SETTING: 66 = SET IN ROCK OUTCROP
 QF0712
 QF0712  HISTORY     - Date     Condition        Report By
 QF0712  HISTORY     - 1909     MONUMENTED       IBC
 QF0712  HISTORY     - 1946     SEE DESCRIPTION  CGS
 QF0712
 QF0712                          STATION DESCRIPTION
 QF0712
 QF0712'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JEM)
 QF0712'ON THE S SIDE OF THE ST CROIX RIVER, A FEW METERS UPSTREAM FROM
 QF0712'DEMONTS POINT WHERE THE RIVER TURNS SHARPLY FROM AN EASTERLY TO A
 QF0712'SOUTHERLY COURSE, AND DIRECTLY OPPOSITE OAK POINT WHICH IS AT THE
 QF0712'WESTERN SIDE OF THE ENTRANCE TO OAK BAY.  THE STATION IS ON A SMOOTH
 QF0712'ROCKY LEDGE 2.63 METERS OUTSIDE OF THE LINE OF VEGETATION, AND NEAR
 QF0712'THE LINE OF EXTREME HIGH WATER.
 QF0712'
 QF0712'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE IN THE LEDGE.  THE
 QF0712'LETTERS---U.S.R.M.---ARE CUT IN THE LEDGE.  THE LETTERS---R.H.T.---
 QF0712'HAVE BEEN WELL CUT IN THE LEDGE BY SOME UNKNOWN PERSON, THE LETTER
 QF0712'---R---BEING UPSTREAM 2.76 METERS FROM THE STATION.  REFERENCE
 QF0712'MONUMENT 239 IS SET BESIDE THE STATION MARK, 0.35 FOOT DISTANT.  A
 QF0712'CROSS WITHIN A TRIANGLE IS CUT ON THE LEDGE S 41 56 E, 5.20
 QF0712'METERS DISTANT FROM THE STATION, AND A LIKE MARK IS CUT ON THE LEDGE
 QF0712'DUE W 5.07 METERS FROM THE STATION.  AN EYEBOLT IS SET IN THE ROCK
 QF0712'ABOUT 4.5 METERS WNW.
 QF0712
 QF0712                          STATION RECOVERY (1946)
 QF0712
 QF0712'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (NWS)
 QF0712'THE STATION IS ON THE S SIDE OF THE ST. CROIX RIVER, A FEW
 QF0712'METERS UPSTREAM FROM DE MONTS POINT WHERE THE RIVER TURNS
 QF0712'SHARPLY FROM AN EASTERLY TO A SOUTHERLY COURSE, AND DIRECTLY
 QF0712'OPPOSITE OAK POINT WHICH IS AT THE WESTERN SIDE OF THE ENTRANCE
 QF0712'TO OAK BAY.  THE STATION IS ON A SMOOTH ROCKY LEDGE, 2.63
 QF0712'METERS OUTSIDE OF THE LINE OF VEGETATION, AND NEAR THE LINE OF
 QF0712'EXTREME HIGH WATER.
 QF0712'
 QF0712'THE STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE IN THE
 QF0712'LEDGE.  THE LETTERS U.S.R.M. ARE CUT IN THE LEDGE.  THE LETTERS
 QF0712'R.H.T. HAVE BEEN WELL CUT IN THE LEDGE BY SOME UNKNOWN PERSON,
 QF0712'THE LETTER R BEING UPSTREAM 2.76 METERS FROM THE
 QF0712'STATION.  REFERENCE MONUMENT 239 IS SET BESIDE THE STATION MARK,
 QF0712'0.35 FOOT DISTANT.  A CROSS WITHIN A TRIANGLE IS CUT ON THE
 QF0712'LEDGE S. 41 DEG 56 MIN E., 5.20 METERS DISTANT FROM THE STATION,
 QF0712'AND A LIKE MARK IS CUT ON THE LEDGE DUE W 5.07 METERS FROM
 QF0712'THE STATION.  AN EYEBOLT IS SET IN THE ROCK ABOUT 4.5
 QF0712'METERS WNW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2555 ***********************************************************************
 PE2555  DESIGNATION -  DEAD
 PE2555  PID         -  PE2555
 PE2555  STATE/COUNTY-  ME/KNOX
 PE2555  USGS QUAD   -  CAMDEN (1991)
 PE2555
 PE2555                         *CURRENT SURVEY CONTROL
 PE2555  ___________________________________________________________________
 PE2555* NAD 83(1996)-  44 10 18.10251(N)    069 03 15.93847(W)     ADJUSTED  
 PE2555* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 PE2555  ___________________________________________________________________
 PE2555  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 PE2555  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 PE2555
 PE2555  HORZ ORDER  -  THIRD
 PE2555
 PE2555.The horizontal coordinates were established by classical geodetic methods
 PE2555.and adjusted by the National Geodetic Survey in March 1998..
 PE2555
 PE2555.The orthometric height was scaled from a topographic map.
 PE2555
 PE2555.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2555
 PE2555.The geoid height was determined by GEOID03.
 PE2555
 PE2555;                    North         East     Units Scale Factor Converg.
 PE2555;SPC ME E     -    56,257.913   255,664.343   MT  0.99992417   -0 23 10.8
 PE2555;UTM  19      - 4,890,944.370   495,648.939   MT  0.99960023   -0 02 16.5
 PE2555
 PE2555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2555!SPC ME E     -   1.00000301  x   0.99992417  =   0.99992718
 PE2555!UTM  19      -   1.00000301  x   0.99960023  =   0.99960324
 PE2555
 PE2555                          SUPERSEDED SURVEY CONTROL
 PE2555
 PE2555  NAD 83(1992)-  44 10 18.10780(N)    069 03 15.91772(W) AD(       ) 3
 PE2555  NAD 83(1986)-  44 10 18.10820(N)    069 03 15.92389(W) AD(       ) 3
 PE2555
 PE2555.Superseded values are not recommended for survey control.
 PE2555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2555.See file dsdata.txt to determine how the superseded data were derived.
 PE2555
 PE2555_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ9564990944(NAD 83)
 PE2555_MARKER: DD = SURVEY DISK
 PE2555_SETTING: 66 = SET IN ROCK OUTCROP
 PE2555_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 PE2555_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2555_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE2555+STABILITY: POSITION/ELEVATION WELL
 PE2555
 PE2555  HISTORY     - Date     Condition        Report By
 PE2555  HISTORY     - 1983     MONUMENTED       NOS
 PE2555
 PE2555                          STATION DESCRIPTION
 PE2555
 PE2555'DESCRIBED BY NATIONAL OCEAN SERVICE 1983 (WVH)
 PE2555'THE STATION IS LOCATED ON THE TIP OF DEADMANS POINT APPROXIMATELY
 PE2555'1 MILE NORTH OF ROCKPORT HARBOR ON WEST PENOBSCOT BAY.
 PE2555'
 PE2555'TO REACH THE STATION FROM ROCKPORT HARBOR GO BY BOAT NORTH
 PE2555'PAST LOWELL ROCK LIGHT AND THE ABANDONED LIGHTHOUSE TO A SMALL
 PE2555'BAY. DEADMANS POINT MARKS THE NORTH LIMIT OF THE BAY.  A LARGE HOUSE
 PE2555'IS VERY VISIBLE FROM SEA.  A BOAT CAN BE SECURED TO THE ROCKS
 PE2555'NEAR THE STATION.
 PE2555'
 PE2555'THE STATION IS A STANDARD NOS DISK
 PE2555'STAMPED---DEAD---,
 PE2555'CEMENTED INTO A DRILL HOLE IN BEDROCK.
 PE2555'THE STATION IS APPROXIMATELY 75 METERS SSE FROM A VERY
 PE2555'LARGE GREY SHINGLED HOUSE, AND APPROXIMATELY 3 METERS
 PE2555'EAST OF A LOW STONE WALL ON A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0340 ***********************************************************************
 QH0340  DESIGNATION -  DEAD IBC
 QH0340  PID         -  QH0340
 QH0340  STATE/COUNTY-  ME/FRANKLIN
 QH0340  USGS QUAD   -  NORTHWEST POND (1990)
 QH0340
 QH0340                         *CURRENT SURVEY CONTROL
 QH0340  ___________________________________________________________________
 QH0340* NAD 83(1996)-  45 21 03.47523(N)    070 48 34.93594(W)     ADJUSTED  
 QH0340* NAVD 88     -       731.     (meters)    2398.     (feet)  SCALED    
 QH0340  ___________________________________________________________________
 QH0340  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 QH0340  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 QH0340
 QH0340  HORZ ORDER  -  THIRD
 QH0340
 QH0340.The horizontal coordinates were established by classical geodetic methods
 QH0340.and adjusted by the National Geodetic Survey in March 1998..
 QH0340
 QH0340.The orthometric height was scaled from a topographic map.
 QH0340
 QH0340.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0340
 QH0340.The geoid height was determined by GEOID03.
 QH0340
 QH0340;                    North         East     Units Scale Factor Converg.
 QH0340;SPC ME W     -   279,936.129   849,610.683   MT  0.99999787   -0 27 26.9
 QH0340;UTM  19      - 5,023,532.368   358,241.312   MT  0.99984708   -1 17 15.7
 QH0340
 QH0340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0340!SPC ME W     -   0.99988948  x   0.99999787  =   0.99988735
 QH0340!UTM  19      -   0.99988948  x   0.99984708  =   0.99973657
 QH0340
 QH0340:                Primary Azimuth Mark                     Grid Az
 QH0340:SPC ME W     -  SNOW IBC                                 130 26 28.8
 QH0340:UTM  19      -  SNOW IBC                                 131 16 17.6
 QH0340
 QH0340|---------------------------------------------------------------------|
 QH0340| PID    Reference Object                     Distance      Geod. Az  |
 QH0340|                                                           dddmmss.s |
 QH0340| QH0256 SNOW IBC                            APPROX.10.3 KM 1295901.9 |
 QH0340| QH0342 RIVER IBC                           138.971 METERS 19500     |
 QH0340| QH0343 MON 433 IBC                         128.516 METERS 32114     |
 QH0340|---------------------------------------------------------------------|
 QH0340
 QH0340                          SUPERSEDED SURVEY CONTROL
 QH0340
 QH0340  NAD 83(1992)-  45 21 03.47438(N)    070 48 34.93209(W) AD(       ) 3
 QH0340  NAD 83(1992)-  45 21 03.48077(N)    070 48 34.92903(W) AD(       ) 3
 QH0340  NAD 83(1986)-  45 21 03.47776(N)    070 48 34.93455(W) AD(       ) 3
 QH0340  NAD 27      -  45 21 03.30800(N)    070 48 36.67400(W) AD(       ) 3
 QH0340
 QH0340.Superseded values are not recommended for survey control.
 QH0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0340.See file dsdata.txt to determine how the superseded data were derived.
 QH0340
 QH0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL5824123532(NAD 83)
 QH0340_MARKER: DD = SURVEY DISK
 QH0340_SETTING: 66 = SET IN ROCK OUTCROP
 QH0340_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 QH0340_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QH0340+STABILITY: POSITION/ELEVATION WELL
 QH0340
 QH0340  HISTORY     - Date     Condition        Report By
 QH0340  HISTORY     - 1916     MONUMENTED       IBC
 QH0340
 QH0340                          STATION DESCRIPTION
 QH0340
 QH0340'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1916 (JH)
 QH0340'IN WOBURN TOWNSHIP, ON THE WEST END SECOND HIGHEST PEAK OF THE HILL,
 QH0340'ABOUT 400 FEET SOUTHEAST OF MONUMENT 433.  THE STATION IS ON THE
 QH0340'SOUTH END OF A FLAT ROCK.
 QH0340'
 QH0340'STATION MARK--A BRONZE DISK CEMENTED IN A DRILL HOLE IN ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1059 ***********************************************************************
 PD1059  DESIGNATION -  DEAL
 PD1059  PID         -  PD1059
 PD1059  STATE/COUNTY-  ME/WASHINGTON
 PD1059  USGS QUAD   -  BOIS BUBERT (1950)
 PD1059
 PD1059                         *CURRENT SURVEY CONTROL
 PD1059  ___________________________________________________________________
 PD1059* NAD 83(1996)-  44 25 08.29468(N)    067 51 23.79830(W)     ADJUSTED  
 PD1059* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 PD1059  ___________________________________________________________________
 PD1059  LAPLACE CORR-           4.32  (seconds)                    DEFLEC99
 PD1059  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 PD1059
 PD1059  HORZ ORDER  -  THIRD
 PD1059
 PD1059.The horizontal coordinates were established by classical geodetic methods
 PD1059.and adjusted by the National Geodetic Survey in March 1998..
 PD1059
 PD1059.The orthometric height was scaled from a topographic map.
 PD1059
 PD1059.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1059
 PD1059.The geoid height was determined by GEOID03.
 PD1059
 PD1059;                    North         East     Units Scale Factor Converg.
 PD1059;SPC ME E     -    83,783.801   351,234.191   MT  0.99993227   +0 27 01.1
 PD1059;UTM  19      - 4,919,044.419   591,022.816   MT  0.99970189   +0 48 01.1
 PD1059
 PD1059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD1059!SPC ME E     -   1.00000356  x   0.99993227  =   0.99993583
 PD1059!UTM  19      -   1.00000356  x   0.99970189  =   0.99970544
 PD1059
 PD1059:                Primary Azimuth Mark                     Grid Az
 PD1059:SPC ME E     -  NASH ISLAND LIGHTHOUSE NEW               059 27 53.7
 PD1059:UTM  19      -  NASH ISLAND LIGHTHOUSE NEW               059 06 53.7
 PD1059
 PD1059|---------------------------------------------------------------------|
 PD1059| PID    Reference Object                     Distance      Geod. Az  |
 PD1059|                                                           dddmmss.s |
 PD1059| PD1050 NASH ISLAND LIGHTHOUSE NEW          APPROX.10.1 KM 0595454.8 |
 PD1059| PD1064 JORDANS DELIGHT LEDGE BEACON        APPROX. 3.4 KM 0784829.8 |
 PD1059| PD1067 PETIT MANAN LIGHTHOUSE              APPROX. 5.7 KM 1860152.4 |
 PD1059|---------------------------------------------------------------------|
 PD1059
 PD1059                          SUPERSEDED SURVEY CONTROL
 PD1059
 PD1059  NAD 83(1992)-  44 25 08.29121(N)    067 51 23.80016(W) AD(       ) 3
 PD1059  NAD 83(1986)-  44 25 08.28799(N)    067 51 23.80438(W) AD(       ) 3
 PD1059  NAD 27      -  44 25 07.98700(N)    067 51 25.80600(W) AD(       ) 3
 PD1059
 PD1059.Superseded values are not recommended for survey control.
 PD1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1059.See file dsdata.txt to determine how the superseded data were derived.
 PD1059
 PD1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK9102319044(NAD 83)
 PD1059_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PD1059_SETTING: 66 = SET IN ROCK OUTCROP
 PD1059_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 PD1059_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD1059_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD1059+STABILITY: POSITION/ELEVATION WELL
 PD1059
 PD1059  HISTORY     - Date     Condition        Report By
 PD1059  HISTORY     - 1945     MONUMENTED       CGS
 PD1059  HISTORY     - 1960     SEE DESCRIPTION  CGS
 PD1059  HISTORY     - 1986     GOOD             NOS
 PD1059
 PD1059                          STATION DESCRIPTION
 PD1059
 PD1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (FLP)
 PD1059'STATION IS LOCATED ON THE S TIP OF BOIS BUBERT ISLAND, JUST W
 PD1059'OF WHERE SHORELINE BREAKS AWAY TO NE, AND ABOUT 4 METERS BACK OF
 PD1059'MEAN HIGH-WATER LINE.  MARK IS A STANDARD TOPOGRAPHIC DISK SET
 PD1059'IN LEDGE ROCK.
 PD1059'
 PD1059'APPROXIMATE ELEVATION ABOUT HIGH-WATER MARK 3 FEET.
 PD1059
 PD1059                          STATION RECOVERY (1960)
 PD1059
 PD1059'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (DGR)
 PD1059'STATION RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
 PD1059
 PD1059                          STATION RECOVERY (1986)
 PD1059
 PD1059'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1986 (JED)
 PD1059'THE STATION WAS RECOVERED AT THIS DATE.
 PD1059'STATION WAS RECOVERED IN GOOD CONDITION BY THE 1945 DESCRIPTION.
 PD1059'
 PD1059'RECOVERED BY AE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0462 ***********************************************************************
 QH0462  DESIGNATION -  DEAN IBC
 QH0462  PID         -  QH0462
 QH0462  STATE/COUNTY-  ME/FRANKLIN
 QH0462  USGS QUAD   -  BOUNDARY POND (1970)
 QH0462
 QH0462                         *CURRENT SURVEY CONTROL
 QH0462  ___________________________________________________________________
 QH0462* NAD 83(1996)-  45 32 36.17060(N)    070 40 46.87524(W)     ADJUSTED  
 QH0462* NAVD 88     -       634.     (meters)    2080.     (feet)  SCALED    
 QH0462  ___________________________________________________________________
 QH0462  LAPLACE CORR-           5.45  (seconds)                    DEFLEC99
 QH0462  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 QH0462
 QH0462  HORZ ORDER  -  SECOND
 QH0462
 QH0462.The horizontal coordinates were established by classical geodetic methods
 QH0462.and adjusted by the National Geodetic Survey in March 1998..
 QH0462
 QH0462.The orthometric height was scaled from a topographic map.
 QH0462
 QH0462.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0462
 QH0462.The geoid height was determined by GEOID03.
 QH0462
 QH0462;                    North         East     Units Scale Factor Converg.
 QH0462;SPC ME W     -   301,247.423   859,935.427   MT  0.99998639   -0 21 58.3
 QH0462;UTM  19      - 5,044,688.129   368,872.524   MT  0.99981140   -1 11 56.8
 QH0462
 QH0462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0462!SPC ME W     -   0.99990470  x   0.99998639  =   0.99989109
 QH0462!UTM  19      -   0.99990470  x   0.99981140  =   0.99971612
 QH0462
 QH0462:                Primary Azimuth Mark                     Grid Az
 QH0462:SPC ME W     -  BOUNDARY IBC                             260 10 53.7
 QH0462:UTM  19      -  BOUNDARY IBC                             261 00 52.2
 QH0462
 QH0462|---------------------------------------------------------------------|
 QH0462| PID    Reference Object                     Distance      Geod. Az  |
 QH0462|                                                           dddmmss.s |
 QH0462| QH0473 BOUNDARY IBC                        APPROX. 0.9 KM 2594855.4 |
 QH0462|---------------------------------------------------------------------|
 QH0462
 QH0462                          SUPERSEDED SURVEY CONTROL
 QH0462
 QH0462  NAD 83(1992)-  45 32 36.17066(N)    070 40 46.86960(W) AD(       ) 2
 QH0462  NAD 83(1992)-  45 32 36.17807(N)    070 40 46.85994(W) AD(       ) 2
 QH0462  NAD 83(1986)-  45 32 36.17398(N)    070 40 46.86883(W) AD(       ) 2
 QH0462  NAD 27      -  45 32 36.01300(N)    070 40 48.60000(W) AD(       ) 2
 QH0462
 QH0462.Superseded values are not recommended for survey control.
 QH0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0462.See file dsdata.txt to determine how the superseded data were derived.
 QH0462
 QH0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL6887344688(NAD 83)
 QH0462_MARKER: DD = SURVEY DISK
 QH0462_SETTING: 66 = SET IN ROCK OUTCROP
 QH0462_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 QH0462_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QH0462+STABILITY: POSITION/ELEVATION WELL
 QH0462
 QH0462  HISTORY     - Date     Condition        Report By
 QH0462  HISTORY     - 1915     MONUMENTED       IBC
 QH0462  HISTORY     - 1941     GOOD             IBC
 QH0462
 QH0462                          STATION DESCRIPTION
 QH0462
 QH0462'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1915 (JH)
 QH0462'IN TOWNSHIP 8, RANGE 2, ON THE SOUTHWEST SLOPE OF THE FIRST ROCK
 QH0462'RIDGE ONE - HALF MILE SOUTHEAST OF BOUNDARY SIDING, QUEBEC, RAILWAY
 QH0462'STATION.  THE STATION IS ABOUT 140 FEET SOUTH - SOUTHWEST OF THE TOP
 QH0462'OF THE RIDGE, AND IS JUST WEST OF A DRAW THAT CUTS THROUGH THE RIDGE.
 QH0462'
 QH0462'STATION MARK--A BRONZE DISK CEMENTED IN A DRILL HOLE IN ROCK.
 QH0462
 QH0462                          STATION RECOVERY (1941)
 QH0462
 QH0462'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941 (FHB)
 QH0462'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1432 ***********************************************************************
 QG1432  DESIGNATION -  DEASEY MT FIRE TOWER
 QG1432  PID         -  QG1432
 QG1432  STATE/COUNTY-  ME/PENOBSCOT
 QG1432  USGS QUAD   -  DEASEY MOUNTAIN (1989)
 QG1432
 QG1432                         *CURRENT SURVEY CONTROL
 QG1432  ___________________________________________________________________
 QG1432* NAD 83(1996)-  45 56 29.12378(N)    068 41 07.87976(W)     ADJUSTED  
 QG1432* NAVD 88     -                                                        
 QG1432  ___________________________________________________________________
 QG1432  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 QG1432  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 QG1432
 QG1432  HORZ ORDER  -  THIRD
 QG1432
 QG1432.The horizontal coordinates were established by classical geodetic methods
 QG1432.and adjusted by the National Geodetic Survey in March 1998..
 QG1432
 QG1432
 QG1432.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1432
 QG1432.The geoid height was determined by GEOID03.
 QG1432
 QG1432;                    North         East     Units Scale Factor Converg.
 QG1432;SPC ME E     -   252,780.496   285,615.124   MT  0.99990254   -0 07 60.0
 QG1432;UTM  19      - 5,087,587.324   524,376.427   MT  0.99960730   +0 13 33.6
 QG1432
 QG1432                          SUPERSEDED SURVEY CONTROL
 QG1432
 QG1432  NAD 83(1992)-  45 56 29.12173(N)    068 41 07.87429(W) AD(       ) 4
 QG1432  NAD 83(1986)-  45 56 29.12596(N)    068 41 07.88667(W) AD(       ) 4
 QG1432  NAD 27      -  45 56 28.95200(N)    068 41 09.74600(W) AD(       ) 3
 QG1432
 QG1432.Superseded values are not recommended for survey control.
 QG1432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1432.See file dsdata.txt to determine how the superseded data were derived.
 QG1432
 QG1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL2437687587(NAD 83)
 QG1432
 QG1432  HISTORY     - Date     Condition        Report By
 QG1432  HISTORY     - 1941     MONUMENTED       CGS
 QG1432
 QG1432                          STATION DESCRIPTION
 QG1432
 QG1432'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 QG1432'STATION IS LOCATED ABOUT 13 MILES WSW OF PATTEN AND ABOUT 18
 QG1432'MILES N OF MILLINOCKET, ON THE HIGHEST PART OF DEASEY
 QG1432'MOUNTAIN.  IT IS FOUR-LEGGED STEEL STRUCTURE WITH A CAB ON THE
 QG1432'TOP.  POINT OBSERVED ON WAS THE CENTER OF THE CAB.
 QG1432'
 QG1432'STATION NOT VISITED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1081 ***********************************************************************
 PF1081  DESIGNATION -  DEBBIE
 PF1081  PID         -  PF1081
 PF1081  STATE/COUNTY-  ME/ANDROSCOGGIN
 PF1081  USGS QUAD   -  MINOT (1981)
 PF1081
 PF1081                         *CURRENT SURVEY CONTROL
 PF1081  ___________________________________________________________________
 PF1081* NAD 83(1996)-  44 07 28.75634(N)    070 18 46.72573(W)     ADJUSTED  
 PF1081* NAVD 88     -       188.7    (meters)     619.     (feet)  VERTCON   
 PF1081  ___________________________________________________________________
 PF1081  LAPLACE CORR-           3.42  (seconds)                    DEFLEC99
 PF1081  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 PF1081
 PF1081  HORZ ORDER  -  FIRST
 PF1081
 PF1081.The horizontal coordinates were established by classical geodetic methods
 PF1081.and adjusted by the National Geodetic Survey in March 1998..
 PF1081
 PF1081.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF1081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF1081
 PF1081.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1081
 PF1081.The geoid height was determined by GEOID03.
 PF1081
 PF1081;                    North         East     Units Scale Factor Converg.
 PF1081;SPC ME W     -   143,474.096   888,289.803   MT  0.99996835   -0 06 06.7
 PF1081;UTM  19      - 4,886,556.155   394,953.396   MT  0.99973571   -0 54 51.1
 PF1081
 PF1081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1081!SPC ME W     -   0.99997456  x   0.99996835  =   0.99994291
 PF1081!UTM  19      -   0.99997456  x   0.99973571  =   0.99971028
 PF1081
 PF1081:                Primary Azimuth Mark                     Grid Az
 PF1081:SPC ME W     -  AUBURN RADIO STA WWAV MAST               122 47 26.0
 PF1081:UTM  19      -  AUBURN RADIO STA WWAV MAST               123 36 10.4
 PF1081
 PF1081|---------------------------------------------------------------------|
 PF1081| PID    Reference Object                     Distance      Geod. Az  |
 PF1081|                                                           dddmmss.s |
 PF1081| PF1071 AUBURN RADIO STA WWAV MAST          APPROX. 6.3 KM 1224119.3 |
 PF1081| CE7890 DEBBIE RM 1                           9.970 METERS 18419     |
 PF1081| CE7891 DEBBIE RM 2                           8.514 METERS 29237     |
 PF1081| PF1076 HIGH                                APPROX. 4.3 KM 3055606.5 |
 PF1081|---------------------------------------------------------------------|
 PF1081
 PF1081                          SUPERSEDED SURVEY CONTROL
 PF1081
 PF1081  NAD 83(1992)-  44 07 28.75541(N)    070 18 46.72540(W) AD(       ) 1
 PF1081  NAD 83(1986)-  44 07 28.76169(N)    070 18 46.72932(W) AD(       ) 1
 PF1081  NAD 27      -  44 07 28.49938(N)    070 18 48.52703(W) AD(       ) 1
 PF1081  NGVD 29 (07/19/86)  188.9    (m)          620.     (f) VERT ANG       
 PF1081
 PF1081.Superseded values are not recommended for survey control.
 PF1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1081.See file dsdata.txt to determine how the superseded data were derived.
 PF1081
 PF1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9495386556(NAD 83)
 PF1081_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PF1081_SETTING: 66 = SET IN ROCK OUTCROP
 PF1081
 PF1081  HISTORY     - Date     Condition        Report By
 PF1081  HISTORY     - 1977     MONUMENTED       NGS
 PF1081
 PF1081                          STATION DESCRIPTION
 PF1081
 PF1081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLO)
 PF1081'THE STATION IS LOCATED ABOUT 4.5 MILES WEST-NORTHWEST OF
 PF1081'AUBURN, 4 MILES SOUTHWEST OF LAKE AUBURN, 2.75 MILES NORTH
 PF1081'OF MINOT ON PROPERTY OWNED BY DWIGHT TRIPP JR., RFD 2,
 PF1081'AUBURN, MAINE 04210.  PHONE (207)345-5511.
 PF1081'
 PF1081'TO REACH THE STATION FROM THE POST OFFICE IN MINOT AT THE
 PF1081'JUNCTION OF STATE ROUTES 11, 121 AND 119, GO NORTH ON ROUTE 119
 PF1081'FOR 2.05 MILES TO SHAW HILL ON THE ROAD RIGHT. TURN
 PF1081'RIGHT AND GO 0.1 MILE TO THE MINOT CONSOLIDATED
 PF1081'SCHOOL ON THE RIGHT, CONTINUE
 PF1081'STRAIGHT AHEAD FOR 1.3 MILES TO A T-ROAD. TURN RIGHT, GO
 PF1081'SOUTH FOR 0.2 MILE TO A TRACK ROAD ON THE RIGHT, LEADING TO A
 PF1081'RED SHED. FROM HERE PACK ABOUT 300 FEET TO THE STATION IN
 PF1081'OUTCROPPING BEDROCK BEHIND THE SHED.
 PF1081'
 PF1081'THE STATION MARK, STAMPED---DEBBIE 1976---, IS A STANDARD DISK
 PF1081'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH
 PF1081'WITH THE GROUND SURFACE. IT IS 32.5 FEET WEST OF THE SOUTHWEST
 PF1081'CORNER OF THE SHED AND 26.6 FEET EAST OF A SMALL TREE IN THE
 PF1081'ROCK WALL.
 PF1081'
 PF1081'REFERENCE MARK 1, STAMPED---DEBBIE NO 1 1976---, IS A STANDARD
 PF1081'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS
 PF1081'ABOUT 5 INCHES BELOW THE GROUND SURFACE. IT IS 62.5 FEET
 PF1081'SOUTHWEST OF THE SOUTHWEST CORNER OF THE SHED AND 15.5 FEET
 PF1081'SOUTH OF A SMALL TREE IN THE ROCK WALL
 PF1081'
 PF1081'REFERENCE MARK 2, STAMPED---DEBBIE NO 2 1976---, IS A STANDARD
 PF1081'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS
 PF1081'FLUSH WITH THE GROUND SURFACE. IT IS 48.4 FEET WEST OF THE
 PF1081'SOUTHWEST CORNER OF THE SHED AND 34.5 FEET NORTH OF A SMALL
 PF1081'TREE IN THE ROCK WALL.
 PF1081'
 PF1081'STATIONS HIGH USGS AND RAND CAN BE USED AS AZIMUTH MARKS.
 PF1081'
 PF1081'THE HEIGHT OF THE LIGHT ABOVE THE STATION WAS 1.5 METERS.
 PF1081'
 PF1081'DESCRIBED BY BRIAN L. CASEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1837 ***********************************************************************
 PE1837  DESIGNATION -  DEEP 1944
 PE1837  PID         -  PE1837
 PE1837  STATE/COUNTY-  ME/HANCOCK
 PE1837  USGS QUAD   -  FRENCHBORO (1983)
 PE1837
 PE1837                         *CURRENT SURVEY CONTROL
 PE1837  ___________________________________________________________________
 PE1837* NAD 83(1996)-  44 05 53.21243(N)    068 22 02.91294(W)     ADJUSTED  
 PE1837* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 PE1837  ___________________________________________________________________
 PE1837  LAPLACE CORR-           4.30  (seconds)                    DEFLEC99
 PE1837  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 PE1837
 PE1837  HORZ ORDER  -  THIRD
 PE1837
 PE1837.The horizontal coordinates were established by classical geodetic methods
 PE1837.and adjusted by the National Geodetic Survey in March 1998..
 PE1837
 PE1837.The orthometric height was scaled from a topographic map.
 PE1837
 PE1837.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1837
 PE1837.The geoid height was determined by GEOID03.
 PE1837
 PE1837;                    North         East     Units Scale Factor Converg.
 PE1837;SPC ME E     -    47,941.898   310,610.668   MT  0.99990138   +0 05 32.0
 PE1837;UTM  19      - 4,882,964.780   550,628.454   MT  0.99963152   +0 26 24.6
 PE1837
 PE1837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1837!SPC ME E     -   1.00000275  x   0.99990138  =   0.99990413
 PE1837!UTM  19      -   1.00000275  x   0.99963152  =   0.99963427
 PE1837
 PE1837                          SUPERSEDED SURVEY CONTROL
 PE1837
 PE1837  NAD 83(1992)-  44 05 53.22538(N)    068 22 02.90127(W) AD(       ) 3
 PE1837  NAD 83(1986)-  44 05 53.22674(N)    068 22 02.90713(W) AD(       ) 3
 PE1837  NAD 27      -  44 05 52.92000(N)    068 22 04.75900(W) AD(       ) 3
 PE1837
 PE1837.Superseded values are not recommended for survey control.
 PE1837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1837.See file dsdata.txt to determine how the superseded data were derived.
 PE1837
 PE1837_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ5062882965(NAD 83)
 PE1837
 PE1837  HISTORY     - Date     Condition        Report By
 PE1837  HISTORY     - 1944     MONUMENTED       CGS
 PE1837  HISTORY     - 1956     SEE DESCRIPTION  CGS
 PE1837
 PE1837                          STATION DESCRIPTION
 PE1837
 PE1837'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1837'STANDARD TOPOGRAPHIC DISC SET IN DRILL HOLE IN LEDGE ON EXTREME
 PE1837'W. SIDE OF POINT AT GRASS LINE.  STATION IS 6 M. W. OF MOST S.W.
 PE1837'EVERGREEN ON W. SIDE OF POINT.  ABOUT 15 M. IN FROM H.W.L. AND
 PE1837'SET SO GOOSEBERRY POINT IS CLEARLY VISIBLE FROM GROUND.
 PE1837'
 PE1837'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK 15 FEET.
 PE1837
 PE1837                          STATION RECOVERY (1956)
 PE1837
 PE1837'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JCE)
 PE1837'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE 1944
 PE1837'DESCRIPTION BY F.L.P. IS ADEQUATE AND COMPLETE WITH THE
 PE1837'FOLLOWING ADDITION--
 PE1837'
 PE1837'THE STATION IS MARKED WITH A STANDARD TOPOGRAPHIC STATION DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1699 ***********************************************************************
 PE1699  DESIGNATION -  DEER 1945
 PE1699  PID         -  PE1699
 PE1699  STATE/COUNTY-  ME/HANCOCK
 PE1699  USGS QUAD   -  TUNK LAKE (1982)
 PE1699
 PE1699                         *CURRENT SURVEY CONTROL
 PE1699  ___________________________________________________________________
 PE1699* NAD 83(1996)-  44 33 18.71698(N)    068 00 40.75297(W)     ADJUSTED  
 PE1699* NAVD 88     -       134.     (meters)     440.     (feet)  SCALED    
 PE1699  ___________________________________________________________________
 PE1699  LAPLACE CORR-           5.38  (seconds)                    DEFLEC99
 PE1699  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 PE1699
 PE1699  HORZ ORDER  -  THIRD
 PE1699
 PE1699.The horizontal coordinates were established by classical geodetic methods
 PE1699.and adjusted by the National Geodetic Survey in March 1998..
 PE1699
 PE1699.The orthometric height was scaled from a topographic map.
 PE1699
 PE1699.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1699
 PE1699.The geoid height was determined by GEOID03.
 PE1699
 PE1699;                    North         East     Units Scale Factor Converg.
 PE1699;SPC ME E     -    98,835.052   338,823.923   MT  0.99991853   +0 20 34.3
 PE1699;UTM  19      - 4,934,015.946   578,523.687   MT  0.99967583   +0 41 37.3
 PE1699
 PE1699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1699!SPC ME E     -   0.99998276  x   0.99991853  =   0.99990129
 PE1699!UTM  19      -   0.99998276  x   0.99967583  =   0.99965860
 PE1699
 PE1699                          SUPERSEDED SURVEY CONTROL
 PE1699
 PE1699  NAD 83(1992)-  44 33 18.71474(N)    068 00 40.75335(W) AD(       ) 3
 PE1699  NAD 83(1986)-  44 33 18.71195(N)    068 00 40.75663(W) AD(       ) 3
 PE1699  NAD 27      -  44 33 18.43100(N)    068 00 42.72900(W) AD(       ) 3
 PE1699
 PE1699.Superseded values are not recommended for survey control.
 PE1699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1699.See file dsdata.txt to determine how the superseded data were derived.
 PE1699
 PE1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK7852434016(NAD 83)
 PE1699
 PE1699  HISTORY     - Date     Condition        Report By
 PE1699  HISTORY     - 1945     MONUMENTED       CGS
 PE1699
 PE1699                          STATION DESCRIPTION
 PE1699
 PE1699'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (FLP)
 PE1699'STATION IS ON TOP OF DEER HILL, 6.7 MILES ESE OF SCHOODIC MOUNTAIN
 PE1699'FIRE TOWER, 7.0 MILES SE OF TUNK MOUNTAIN, AND 0.9 MILE S OF MAINE
 PE1699'CENTRAL RAILROAD.  THE STATION IS SET IN LEDGE ROCK ON THE
 PE1699'HIGHEST POINT OF THE HILL.  E OF THE STATION IS LEDGE ROCK AND
 PE1699'BRUSH, W OF THE STATION IS CONIFEROUS TREES.  THE STATION IS
 PE1699'38.9 METERS ENE OF THE PINE TREE WHICH HELD THE ECCENTRIC
 PE1699'SIGNAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1871 ***********************************************************************
 QF1871  DESIGNATION -  DEER IBC
 QF1871  PID         -  QF1871
 QF1871  STATE/COUNTY-  ME/AROOSTOOK
 QF1871  USGS QUAD   -  ORIENT (1989)
 QF1871
 QF1871                         *CURRENT SURVEY CONTROL
 QF1871  ___________________________________________________________________
 QF1871* NAD 83(1996)-  45 49 58.88015(N)    067 46 04.04113(W)     ADJUSTED  
 QF1871* NAVD 88     -       133.     (meters)     436.     (feet)  SCALED    
 QF1871  ___________________________________________________________________
 QF1871  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 QF1871  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 QF1871
 QF1871  HORZ ORDER  -  THIRD
 QF1871
 QF1871.The horizontal coordinates were established by classical geodetic methods
 QF1871.and adjusted by the National Geodetic Survey in March 1998..
 QF1871
 QF1871.The orthometric height was scaled from a topographic map.
 QF1871
 QF1871.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1871
 QF1871.The geoid height was determined by GEOID03.
 QF1871
 QF1871;                    North         East     Units Scale Factor Converg.
 QF1871;SPC ME E     -   240,977.021   356,884.106   MT  0.99993977   +0 31 30.9
 QF1871;UTM  19      - 5,076,233.607   595,699.331   MT  0.99971259   +0 53 02.2
 QF1871
 QF1871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1871!SPC ME E     -   0.99998289  x   0.99993977  =   0.99992266
 QF1871!UTM  19      -   0.99998289  x   0.99971259  =   0.99969548
 QF1871
 QF1871:                Primary Azimuth Mark                     Grid Az
 QF1871:SPC ME E     -  CALF IBC                                 011 19 43.8
 QF1871:UTM  19      -  CALF IBC                                 010 58 12.5
 QF1871
 QF1871|---------------------------------------------------------------------|
 QF1871| PID    Reference Object                     Distance      Geod. Az  |
 QF1871|                                                           dddmmss.s |
 QF1871| QF1870 CALF IBC                            461.642 METERS 0115114.7 |
 QF1871| QF1864 DOE IBC                             268.531 METERS 08117     |
 QF1871| QF1866 BUCK IBC                            227.273 METERS 08434     |
 QF1871| QF1867 WALL IBC                            APPROX. 0.6 KM 1570710.3 |
 QF1871| QF1872 DEER MARK IBC                        15.845 METERS 20308     |
 QF1871| QF1873 FAWN IBC                            295.360 METERS 35611     |
 QF1871|---------------------------------------------------------------------|
 QF1871
 QF1871                          SUPERSEDED SURVEY CONTROL
 QF1871
 QF1871  NAD 83(1992)-  45 49 58.87742(N)    067 46 04.03967(W) AD(       ) 3
 QF1871  NAD 83(1986)-  45 49 58.88335(N)    067 46 04.05998(W) AD(       ) 3
 QF1871  NAD 27      -  45 49 58.67500(N)    067 46 06.01800(W) AD(       ) 3
 QF1871
 QF1871.Superseded values are not recommended for survey control.
 QF1871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1871.See file dsdata.txt to determine how the superseded data were derived.
 QF1871
 QF1871_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9569976234(NAD 83)
 QF1871_MARKER: DD = SURVEY DISK
 QF1871_SETTING: 0 = UNSPECIFIED SETTING
 QF1871_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QF1871
 QF1871  HISTORY     - Date     Condition        Report By
 QF1871  HISTORY     - 1912     MONUMENTED       IBC
 QF1871  HISTORY     - 1946     SEE DESCRIPTION  IBC
 QF1871  HISTORY     - 1972     MARK NOT FOUND   IBC
 QF1871
 QF1871                          STATION DESCRIPTION
 QF1871
 QF1871'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (JEM)
 QF1871'ON MONUMENT BROOK, ABOUT 150 METERS FROM THE BROOK, AND ABOUT 1/4
 QF1871'MILE FROM NORTH LAKE.  THE STATION IS AT THE EDGE OF THE SWAMP 25
 QF1871'METERS FROM A---HORSEBACK---OR NATURAL DIKE.
 QF1871'
 QF1871'STATION MARK IS A BRONZE DISK SET IN THE TOP OF A GRANITE POST 8
 QF1871'INCHES SQUARE AND 3 FEET LONG, SET FIRMLY IN THE GROUND.  THE
 QF1871'LETTERS---U.S.C.B.---ARE CUT IN THE VERTICAL FACES OF THE POST, ONE
 QF1871'LETTER IN EACH FACE.
 QF1871'
 QF1871'A TRIANGLE WAS CUT IN A BLAZE FACING THE STATION ON A BIRCH TREE 2
 QF1871'FEET IN DIAMETER, IS 15.12 METERS DISTANT FROM THE STATION, AND A
 QF1871'SECOND REFERENCE MARK CONSISTING OF A DRILL HOLE SURROUNDED BY A
 QF1871'TRIANGLE CUT IN A WEDGE - SHAPED GRANITE BOULDER IS 15.8 METERS FROM
 QF1871'THE STATION.
 QF1871
 QF1871                          STATION RECOVERY (1946)
 QF1871
 QF1871'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF1871'WATER TOO HIGH TO GET TO THE STATION.
 QF1871
 QF1871                          STATION RECOVERY (1972)
 QF1871
 QF1871'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1871'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0802 ***********************************************************************
 PD0802  DESIGNATION -  DEER ISLAND REF MARK IBC
 PD0802  PID         -  PD0802
 PD0802  STATE/COUNTY-  ME/WASHINGTON
 PD0802  USGS QUAD   -  EASTPORT (1977)
 PD0802
 PD0802                         *CURRENT SURVEY CONTROL
 PD0802  ___________________________________________________________________
 PD0802* NAD 83(1996)-  44 55 36.53780(N)    066 59 10.36180(W)     ADJUSTED  
 PD0802* NAVD 88     -                                                        
 PD0802  ___________________________________________________________________
 PD0802  LAPLACE CORR-           2.41  (seconds)                    DEFLEC99
 PD0802  GEOID HEIGHT-         -22.49  (meters)                     GEOID03
 PD0802
 PD0802  HORZ ORDER  -  THIRD
 PD0802
 PD0802.The horizontal coordinates were established by classical geodetic methods
 PD0802.and adjusted by the National Geodetic Survey in March 1998..
 PD0802
 PD0802
 PD0802.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0802
 PD0802.The geoid height was determined by GEOID03.
 PD0802
 PD0802;                    North         East     Units Scale Factor Converg.
 PD0802;SPC ME E     -   141,126.265   419,497.375   MT  1.00007554   +1 04 09.0
 PD0802;UTM  19      - 4,976,793.329   658,919.380   MT  0.99991056   +1 25 20.8
 PD0802
 PD0802:                Primary Azimuth Mark                     Grid Az
 PD0802:SPC ME E     -  CAMPOBELLO                               137 51 37.7
 PD0802:UTM  19      -  CAMPOBELLO                               137 30 25.9
 PD0802
 PD0802|---------------------------------------------------------------------|
 PD0802| PID    Reference Object                     Distance      Geod. Az  |
 PD0802|                                                           dddmmss.s |
 PD0802| PD0806 CAMPOBELLO                          APPROX. 3.6 KM 1385546.7 |
 PD0802|---------------------------------------------------------------------|
 PD0802
 PD0802                          SUPERSEDED SURVEY CONTROL
 PD0802
 PD0802  NAD 83(1992)-  44 55 36.52695(N)    066 59 10.36281(W) AD(       ) 3
 PD0802  NAD 83(1986)-  44 55 36.52504(N)    066 59 10.36335(W) AD(       ) 3
 PD0802  NAD 27      -  44 55 36.22800(N)    066 59 12.43600(W) AD(       ) 3
 PD0802
 PD0802.Superseded values are not recommended for survey control.
 PD0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0802.See file dsdata.txt to determine how the superseded data were derived.
 PD0802
 PD0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5891976793(NAD 83)
 PD0802_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PD0802_SETTING: 66 = SET IN ROCK OUTCROP
 PD0802_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 PD0802_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0802_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0802+STABILITY: POSITION/ELEVATION WELL
 PD0802
 PD0802  HISTORY     - Date     Condition        Report By
 PD0802  HISTORY     - 1913     MONUMENTED       IBC
 PD0802  HISTORY     - 1919     GOOD             IBC
 PD0802  HISTORY     - 1972     GOOD             IBC
 PD0802  HISTORY     - 1985     MARK NOT FOUND   NOS
 PD0802
 PD0802                          STATION DESCRIPTION
 PD0802
 PD0802'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1913 (AJB)
 PD0802'ON DEER ISLAND, PASSAMAQUODDY BAY.  THE STATION IS ON THE SUMMIT OF
 PD0802'THE PROMINENT KNOLL ON DEER POINT AT THE EXTREME S END OF THE
 PD0802'ISLAND.
 PD0802'
 PD0802'STATION MARK IS A BRONZE DISK IN A DRILL HOLE IN JAGGED ROCK.
 PD0802
 PD0802                          STATION RECOVERY (1919)
 PD0802
 PD0802'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1919 (JH)
 PD0802'DISK GONE.  DRILL HOLE RECOVERED.
 PD0802
 PD0802                          STATION RECOVERY (1972)
 PD0802
 PD0802'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 PD0802'RECOVERED.
 PD0802
 PD0802                          STATION RECOVERY (1985)
 PD0802
 PD0802'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1985 (WVH)
 PD0802'THE STATION NOT RECOVERED AT THIS DATE.
 PD0802'THE STATION WAS SEARCHED FOR BUT NOT RECOVERED.
 PD0802'
 PD0802'DESCRIBED BY G.E.L.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2041 ***********************************************************************
 PE2041  DESIGNATION -  DEER ISLAND THOROFARE LH
 PE2041  PID         -  PE2041
 PE2041  STATE/COUNTY-  ME/HANCOCK
 PE2041  USGS QUAD   -  DEER ISLE (1983)
 PE2041
 PE2041                         *CURRENT SURVEY CONTROL
 PE2041  ___________________________________________________________________
 PE2041* NAD 83(1996)-  44 08 03.72094(N)    068 42 11.77449(W)     ADJUSTED  
 PE2041* NAVD 88     -                                                        
 PE2041  ___________________________________________________________________
 PE2041  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 PE2041  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 PE2041
 PE2041  HORZ ORDER  -  THIRD
 PE2041
 PE2041.The horizontal coordinates were established by classical geodetic methods
 PE2041.and adjusted by the National Geodetic Survey in March 1998..
 PE2041
 PE2041
 PE2041.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2041
 PE2041.The geoid height was determined by GEOID03.
 PE2041
 PE2041;                    North         East     Units Scale Factor Converg.
 PE2041;SPC ME E     -    51,981.211   283,734.896   MT  0.99990325   -0 08 29.6
 PE2041;UTM  19      - 4,886,839.656   523,736.256   MT  0.99960693   +0 12 23.9
 PE2041
 PE2041                          SUPERSEDED SURVEY CONTROL
 PE2041
 PE2041  NAD 83(1992)-  44 08 03.72794(N)    068 42 11.75493(W) AD(       ) 4
 PE2041  NAD 83(1986)-  44 08 03.73391(N)    068 42 11.74506(W) AD(       ) 4
 PE2041  NAD 27      -  44 08 03.43000(N)    068 42 13.68800(W) AD(       ) 3
 PE2041
 PE2041.Superseded values are not recommended for survey control.
 PE2041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2041.See file dsdata.txt to determine how the superseded data were derived.
 PE2041
 PE2041_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ2373686840(NAD 83)
 PE2041_MARKER: 13 = LIGHTHOUSE
 PE2041_SETTING: 0 = UNSPECIFIED SETTING
 PE2041_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2041
 PE2041  HISTORY     - Date     Condition        Report By
 PE2041  HISTORY     - UNK      FIRST OBSERVED
 PE2041  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2041  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2041  HISTORY     - 1956     SEE DESCRIPTION  CGS
 PE2041  HISTORY     - 1983     GOOD             NOS
 PE2041
 PE2041                          STATION DESCRIPTION
 PE2041
 PE2041'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2041'STATION WAS RECOVERED AND ITS POSITION CHECKED BY OBSERVATIONS.  IT
 PE2041'IS A LOW WHITE TOWER ON THE WESTERN END OF MARK ISLAND, AND IT MARKS
 PE2041'THE SW END OF DEER ISLAND THOROFARE.
 PE2041
 PE2041                          STATION RECOVERY (1943)
 PE2041
 PE2041'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2041'STATION WAS RECOVERED AS DESCRIBED.  THE LIGHT IS ON TOP OF A
 PE2041'WHITE SQUARE TOWER ATTACHED TO BUILDING, ABOUT 52 FEET ABOVE WATER.
 PE2041
 PE2041                          STATION RECOVERY (1956)
 PE2041
 PE2041'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 PE2041'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE 1934 RECOVERY
 PE2041'NOTE BY K.G.C. IS ADEQUATE AND COMPLETE.
 PE2041
 PE2041                          STATION RECOVERY (1983)
 PE2041
 PE2041'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1983 (CSM)
 PE2041'THE LIGHTHOUSE WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2044 ***********************************************************************
 PE2044  DESIGNATION -  DEER ISLE
 PE2044  PID         -  PE2044
 PE2044  STATE/COUNTY-  ME/HANCOCK
 PE2044  USGS QUAD   -  DEER ISLE (1983)
 PE2044
 PE2044                         *CURRENT SURVEY CONTROL
 PE2044  ___________________________________________________________________
 PE2044* NAD 83(1996)-  44 13 25.20650(N)    068 40 08.64597(W)     ADJUSTED  
 PE2044* NAVD 88     -                                                        
 PE2044  ___________________________________________________________________
 PE2044  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 PE2044  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 PE2044
 PE2044  HORZ ORDER  -  THIRD
 PE2044
 PE2044.The horizontal coordinates were established by classical geodetic methods
 PE2044.and adjusted by the National Geodetic Survey in March 1998..
 PE2044
 PE2044
 PE2044.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2044
 PE2044.The geoid height was determined by GEOID03.
 PE2044
 PE2044;                    North         East     Units Scale Factor Converg.
 PE2044;SPC ME E     -    61,896.835   286,492.070   MT  0.99990224   -0 07 04.5
 PE2044;UTM  19      - 4,896,768.934   526,432.280   MT  0.99960859   +0 13 50.9
 PE2044
 PE2044                          SUPERSEDED SURVEY CONTROL
 PE2044
 PE2044  NAD 83(1992)-  44 13 25.21422(N)    068 40 08.62434(W) AD(       ) 4
 PE2044  NAD 83(1986)-  44 13 25.21606(N)    068 40 08.62797(W) AD(       ) 4
 PE2044  NAD 27      -  44 13 24.94000(N)    068 40 10.53000(W) AD(       ) 3
 PE2044
 PE2044.Superseded values are not recommended for survey control.
 PE2044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2044.See file dsdata.txt to determine how the superseded data were derived.
 PE2044
 PE2044_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ2643296769(NAD 83)
 PE2044
 PE2044  HISTORY     - Date     Condition        Report By
 PE2044  HISTORY     - UNK      MONUMENTED
 PE2044  HISTORY     - 1911     SEE DESCRIPTION  CGS
 PE2044
 PE2044                          STATION DESCRIPTION
 PE2044
 PE2044'DESCRIBED BY COAST AND GEODETIC SURVEY 1911
 PE2044'STATION REPORTED LOST IN 1911.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2043 ***********************************************************************
 PE2043  DESIGNATION -  DEER ISLE 2
 PE2043  PID         -  PE2043
 PE2043  STATE/COUNTY-  ME/HANCOCK
 PE2043  USGS QUAD   -  DEER ISLE (1983)
 PE2043
 PE2043                         *CURRENT SURVEY CONTROL
 PE2043  ___________________________________________________________________
 PE2043* NAD 83(1996)-  44 13 21.63830(N)    068 40 08.85929(W)     ADJUSTED  
 PE2043* NAVD 88     -        46.     (meters)     151.     (feet)  SCALED    
 PE2043  ___________________________________________________________________
 PE2043  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 PE2043  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 PE2043
 PE2043  HORZ ORDER  -  SECOND
 PE2043
 PE2043.The horizontal coordinates were established by classical geodetic methods
 PE2043.and adjusted by the National Geodetic Survey in March 1998..
 PE2043
 PE2043.The orthometric height was scaled from a topographic map.
 PE2043
 PE2043.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2043
 PE2043.The geoid height was determined by GEOID03.
 PE2043
 PE2043;                    North         East     Units Scale Factor Converg.
 PE2043;SPC ME E     -    61,786.720   286,487.109   MT  0.99990224   -0 07 04.6
 PE2043;UTM  19      - 4,896,658.824   526,427.991   MT  0.99960859   +0 13 50.8
 PE2043
 PE2043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2043!SPC ME E     -   0.99999671  x   0.99990224  =   0.99989895
 PE2043!UTM  19      -   0.99999671  x   0.99960859  =   0.99960530
 PE2043
 PE2043:                Primary Azimuth Mark                     Grid Az
 PE2043:SPC ME E     -  BROOKLIN CHURCH SPIRE                    058 28 06.6
 PE2043:UTM  19      -  BROOKLIN CHURCH SPIRE                    058 07 11.2
 PE2043
 PE2043|---------------------------------------------------------------------|
 PE2043| PID    Reference Object                     Distance      Geod. Az  |
 PE2043|                                                           dddmmss.s |
 PE2043| PE1964 BROOKLIN CHURCH SPIRE               APPROX. 9.4 KM 0582102.0 |
 PE2043| PE1994 NASKEAG CHURCH CUPOLA               APPROX.11.0 KM 0825522.3 |
 PE2043| CE7892 DEER ISLE 2 RM 1                     18.303 METERS 16106     |
 PE2043| PE2026 ISLE AU HAUT CHURCH SPIRE           APPROX.16.8 KM 1702148.0 |
 PE2043| CE7893 DEER ISLE 2 RM 2                     16.090 METERS 25701     |
 PE2043| PE1984 LITTLE DEER ISLE RESET              APPROX. 7.7 KM 3361440.0 |
 PE2043|---------------------------------------------------------------------|
 PE2043
 PE2043                          SUPERSEDED SURVEY CONTROL
 PE2043
 PE2043  NAD 83(1992)-  44 13 21.64482(N)    068 40 08.83736(W) AD(       ) 2
 PE2043  NAD 83(1986)-  44 13 21.64665(N)    068 40 08.84088(W) AD(       ) 2
 PE2043  NAD 27      -  44 13 21.35900(N)    068 40 10.74800(W) AD(       ) 2
 PE2043
 PE2043.Superseded values are not recommended for survey control.
 PE2043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2043.See file dsdata.txt to determine how the superseded data were derived.
 PE2043
 PE2043_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ2642896659(NAD 83)
 PE2043
 PE2043  HISTORY     - Date     Condition        Report By
 PE2043  HISTORY     - 1934     MONUMENTED       CGS
 PE2043  HISTORY     - 1945     SEE DESCRIPTION  CGS
 PE2043  HISTORY     - 1983     GOOD             USPSQD
 PE2043  HISTORY     - 1988     GOOD             USPSQD
 PE2043
 PE2043                          STATION DESCRIPTION
 PE2043
 PE2043'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2043'STATION IS NEW AND NEAR THE POSITION OF DEER ISLE WHICH WAS
 PE2043'REPORTED LOST.  IT IS ON THE NORTHERN PART OF DEER ISLE, WHICH
 PE2043'LIES IN E PENOBSCOT BAY NEAR THE VILLAGE OF DEER ISLE.  THE LAND
 PE2043'ON WHICH THE STATION IS LOCATED IS OWNED BY MRS. HOSKELL.
 PE2043'
 PE2043'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 PE2043'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 PE2043'
 PE2043'REFERENCE MARK NO. 1 IS S OF THE STATION NEAR THE LINE OF
 PE2043'TREES, ON A RAZOR-BACKED LEDGE.  REFERENCE MARK NO. 2 IS W OF
 PE2043'THE STATION, ALSO ON BARE LEDGE.
 PE2043'
 PE2043'TO REACH FROM THE VILLAGE, GO E ON THE MAIN STREET ALONG THE
 PE2043'WATERFRONT, TAKE ROAD LEADING S, FOLLOW ABOUT 100 YARDS AND TAKE
 PE2043'ANOTHER ROAD LEADING E AGAIN.  FOLLOW THIS ROAD TO TOP OF HILL TO
 PE2043'MOUNT ADAMS CEMETERY.  THE STATION IS ABOUT 15 METERS S OF THE
 PE2043'S SIDE OF THE CEMETERY ON A LARGE RECTANGULAR-SHAPED LEDGE.  THIS
 PE2043'LEDGE IS THE MOST SOUTHEASTERLY ONE OF THE TWO HIGHEST
 PE2043'PIECES OF LEDGE IN THE VICINITY.
 PE2043'
 PE2043'HEIGHT OF LIGHT ABOVE STATION MARK 13 METERS.
 PE2043
 PE2043                          STATION RECOVERY (1945)
 PE2043
 PE2043'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (FLP)
 PE2043'STATION AND REFERENCE MARKS RECOVERED IN GOOD
 PE2043'CONDITION.  DESCRIPTION ADEQUATE.  RUINS OF OLD WOOD TOWER WILL AID
 PE2043'RECOVERY FOR MANY YEARS.  DISTANCES TO REFERENCE MARKS CHECKED.
 PE2043
 PE2043                          STATION RECOVERY (1983)
 PE2043
 PE2043'RECOVERY NOTE BY US POWER SQUADRON 1983 (ELG)
 PE2043'DEER ISLE 2 1934 RECOVERED GOOD.
 PE2043'
 PE2043'DEER ISLE 2 NO. 1 1934 STATION AND REFERENCE MARKS RECOVERED IN.
 PE2043'
 PE2043'DEER ISLE 2 NO. 2 1934 IN GOOD CONDITION.  THREE CONSPICUOUS IRON
 PE2043'ANCHOR BOLTS IMBEDDED IN THE LEDGE SOME 6-9 FEET EASTERLY OF THE
 PE2043'STATION HELP IN LOCATING IT.  MOSS, LICHEN, JUNIPER BUSHES AND
 PE2043'SPRUCE TREES ARE GRADUALLY COVERING THE AREA AND THE MARKERS.
 PE2043
 PE2043                          STATION RECOVERY (1988)
 PE2043
 PE2043'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE2043'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1977 ***********************************************************************
 PE1977  DESIGNATION -  DEER ISLE N END S CHURCH SPIRE
 PE1977  PID         -  PE1977
 PE1977  STATE/COUNTY-  ME/HANCOCK
 PE1977  USGS QUAD   -  SARGENTVILLE (1981)
 PE1977
 PE1977                         *CURRENT SURVEY CONTROL
 PE1977  ___________________________________________________________________
 PE1977* NAD 83(1996)-  44 15 51.66141(N)    068 40 24.75690(W)     ADJUSTED  
 PE1977* NAVD 88     -                                                        
 PE1977  ___________________________________________________________________
 PE1977  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 PE1977  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 PE1977
 PE1977  HORZ ORDER  -  THIRD
 PE1977
 PE1977.The horizontal coordinates were established by classical geodetic methods
 PE1977.and adjusted by the National Geodetic Survey in March 1998..
 PE1977
 PE1977
 PE1977.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1977
 PE1977.The geoid height was determined by GEOID03.
 PE1977
 PE1977;                    North         East     Units Scale Factor Converg.
 PE1977;SPC ME E     -    66,417.582   286,144.065   MT  0.99990236   -0 07 16.1
 PE1977;UTM  19      - 4,901,286.151   526,056.867   MT  0.99960835   +0 13 40.3
 PE1977
 PE1977                          SUPERSEDED SURVEY CONTROL
 PE1977
 PE1977  NAD 83(1992)-  44 15 51.67971(N)    068 40 24.73272(W) AD(       ) 4
 PE1977  NAD 83(1986)-  44 15 51.67959(N)    068 40 24.73595(W) AD(       ) 4
 PE1977  NAD 27      -  44 15 51.53200(N)    068 40 26.61600(W) AD(       ) 3
 PE1977
 PE1977.Superseded values are not recommended for survey control.
 PE1977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1977.See file dsdata.txt to determine how the superseded data were derived.
 PE1977
 PE1977_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK2605701286(NAD 83)
 PE1977
 PE1977  HISTORY     - Date     Condition        Report By
 PE1977  HISTORY     - UNK      MONUMENTED
 PE1977  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE1977  HISTORY     - 1956     SEE DESCRIPTION  CGS
 PE1977
 PE1977                          STATION DESCRIPTION
 PE1977
 PE1977'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE1977'FROM INQUIRY IT WAS FOUND THAT THE ORIGINAL SPIRE BLEW OFF AND A
 PE1977'SHORT SPIRE WAS BUILT IN THE SAME POSITION ON THE ORIGINAL
 PE1977'CHURCH, WHICH IS PAINTED WHITE, AND IS KNOWN AS THE CONGREGATIONAL
 PE1977'CHURCH, A BRANCH OF THE CHURCH ON THE HILL IN NORTHWEST HARBOR.
 PE1977
 PE1977                          STATION RECOVERY (1956)
 PE1977
 PE1977'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 PE1977'THE STATION IS DESTROYED.  THE CHURCH SPIRE WAS REMOVED IN 1954.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1872 ***********************************************************************
 QF1872  DESIGNATION -  DEER MARK IBC
 QF1872  PID         -  QF1872
 QF1872  STATE/COUNTY-  ME/AROOSTOOK
 QF1872  USGS QUAD   -  ORIENT (1989)
 QF1872
 QF1872                         *CURRENT SURVEY CONTROL
 QF1872  ___________________________________________________________________
 QF1872* NAD 83(1996)-  45 49 58.40819(N)    067 46 04.32949(W)     ADJUSTED  
 QF1872* NAVD 88     -       133.     (meters)     436.     (feet)  SCALED    
 QF1872  ___________________________________________________________________
 QF1872  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 QF1872  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 QF1872
 QF1872  HORZ ORDER  -  THIRD
 QF1872
 QF1872.The horizontal coordinates were established by classical geodetic methods
 QF1872.and adjusted by the National Geodetic Survey in March 1998..
 QF1872
 QF1872.The orthometric height was scaled from a topographic map.
 QF1872
 QF1872.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1872
 QF1872.The geoid height was determined by GEOID03.
 QF1872
 QF1872;                    North         East     Units Scale Factor Converg.
 QF1872;SPC ME E     -   240,962.394   356,878.017   MT  0.99993976   +0 31 30.6
 QF1872;UTM  19      - 5,076,218.946   595,693.334   MT  0.99971258   +0 53 02.0
 QF1872
 QF1872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1872!SPC ME E     -   0.99998289  x   0.99993976  =   0.99992265
 QF1872!UTM  19      -   0.99998289  x   0.99971258  =   0.99969547
 QF1872
 QF1872                          SUPERSEDED SURVEY CONTROL
 QF1872
 QF1872  NAD 83(1992)-  45 49 58.40546(N)    067 46 04.32803(W) AD(       ) 4
 QF1872  NAD 83(1986)-  45 49 58.41139(N)    067 46 04.34835(W) AD(       ) 4
 QF1872  NAD 27      -  45 49 58.20303(N)    067 46 06.30635(W) AD(       ) 3
 QF1872
 QF1872.Superseded values are not recommended for survey control.
 QF1872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1872.See file dsdata.txt to determine how the superseded data were derived.
 QF1872
 QF1872_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9569376219(NAD 83)
 QF1872_MARKER: H = DRILL HOLE
 QF1872_SETTING: 0 = UNSPECIFIED SETTING
 QF1872_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QF1872
 QF1872  HISTORY     - Date     Condition        Report By
 QF1872  HISTORY     - 1912     MONUMENTED       IBC
 QF1872  HISTORY     - 1946     SEE DESCRIPTION  IBC
 QF1872
 QF1872                          STATION DESCRIPTION
 QF1872
 QF1872'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (JEM)
 QF1872'THIS IS THE SECOND REFERENCE MARK FOR STATION DEER.
 QF1872
 QF1872                          STATION RECOVERY (1946)
 QF1872
 QF1872'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF1872'COULD NOT BE REACHED FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1785 ***********************************************************************
 OC1785  DESIGNATION -  DEER RESET
 OC1785  PID         -  OC1785
 OC1785  STATE/COUNTY-  ME/CUMBERLAND
 OC1785  USGS QUAD   -  PORTLAND EAST (1975)
 OC1785
 OC1785                         *CURRENT SURVEY CONTROL
 OC1785  ___________________________________________________________________
 OC1785* NAD 83(1996)-  43 42 30.65023(N)    070 07 39.77281(W)     ADJUSTED  
 OC1785* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 OC1785  ___________________________________________________________________
 OC1785  LAPLACE CORR-           3.54  (seconds)                    DEFLEC99
 OC1785  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 OC1785
 OC1785  HORZ ORDER  -  THIRD
 OC1785
 OC1785.The horizontal coordinates were established by classical geodetic methods
 OC1785.and adjusted by the National Geodetic Survey in March 1998..
 OC1785
 OC1785.The orthometric height was scaled from a topographic map.
 OC1785
 OC1785.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1785
 OC1785.The geoid height was determined by GEOID03.
 OC1785
 OC1785;                    North         East     Units Scale Factor Converg.
 OC1785;SPC ME W     -    97,228.329   903,139.341   MT  0.99996679   +0 01 36.9
 OC1785;UTM  19      - 4,840,116.827   409,144.740   MT  0.99970153   -0 46 45.5
 OC1785
 OC1785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1785!SPC ME W     -   1.00000317  x   0.99996679  =   0.99996996
 OC1785!UTM  19      -   1.00000317  x   0.99970153  =   0.99970470
 OC1785
 OC1785|---------------------------------------------------------------------|
 OC1785| PID    Reference Object                     Distance      Geod. Az  |
 OC1785|                                                           dddmmss.s |
 OC1785| CE7320 DEER RM 2                             9.998 METERS 10002     |
 OC1785| CE8123 DEER DRILL HOLE RM                                 11256     |
 OC1785| OC1522 HOPE IS S CHIM W WING LGE HSE       APPROX. 0.9 KM 1425119.7 |
 OC1785| CE7319 DEER RM 1                            18.875 METERS 16328     |
 OC1785| OC1676 STEP                                APPROX. 1.8 KM 2022727.6 |
 OC1785|---------------------------------------------------------------------|
 OC1785
 OC1785                          SUPERSEDED SURVEY CONTROL
 OC1785
 OC1785  NAD 83(1992)-  43 42 30.64832(N)    070 07 39.77324(W) AD(       ) 3
 OC1785  NAD 83(1986)-  43 42 30.65443(N)    070 07 39.77864(W) AD(       ) 3
 OC1785  NAD 27      -  43 42 30.35900(N)    070 07 41.60800(W) AD(       ) 3
 OC1785
 OC1785.Superseded values are not recommended for survey control.
 OC1785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1785.See file dsdata.txt to determine how the superseded data were derived.
 OC1785
 OC1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0914540117(NAD 83)
 OC1785
 OC1785  HISTORY     - Date     Condition        Report By
 OC1785  HISTORY     - 1911     MONUMENTED       USE
 OC1785  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1785  HISTORY     - 1941     SEE DESCRIPTION  CGS
 OC1785
 OC1785                          STATION DESCRIPTION
 OC1785
 OC1785'DESCRIBED BY US ENGINEERS 1911
 OC1785'STATION IS ON DEER POINT, THE SOUTHERN POINT OF GREAT CHEBEAG
 OC1785'ISLAND, CASCO BAY.  THE STATION IS ON A BARE LEDGE JUST OUTSIDE
 OC1785'OF THE BUSHES AND A SHORT DISTANCE FROM THE TREE LINE, AND IS
 OC1785'MARKED BY A DRILL HOLE SURROUNDED BY A TRIANGLE CUT IN THE
 OC1785'ROCK, AND THE LETTERS U.S.E. ROUGHLY CUT IN THE ROCK
 OC1785'NEARBY.  ANOTHER DRILL HOLE (3/4-INCH) WITHIN A TRIANGLE AND
 OC1785'12.01 METERS E OF THE STATION SERVES AS A REFERENCE MARK.
 OC1785
 OC1785                          STATION RECOVERY (1933)
 OC1785
 OC1785'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1785'THE STATION WAS FOUND AS DESCRIBED EXCEPT THAT DRILL HOLE
 OC1785'DESCRIBED AS 12.01 METERS E OF STATION WAS NOT FOUND.  A DRILL
 OC1785'HOLE IN A TRIANGLE WAS FOUND E BY S AT 4.04 METERS.  THE
 OC1785'STATION, AS FOUND, WAS A DRILL HOLE WITHIN A TRIANGLE AND THE
 OC1785'LETTERS U.S.E. CUT IN ROCK.
 OC1785'
 OC1785'STATION WAS RE-MARKED AND 2 REFERENCE MARKS ESTABLISHED.  ALL
 OC1785'MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL HOLES IN
 OC1785'OUTCROPPING BEDROCK.
 OC1785'
 OC1785'THE STATION IS ON DEER POINT ON S END OF GREAT CHEBEAG ISLAND
 OC1785'ON A LEDGE ON THE W SIDE OF THE HIGH GROUND JUST S OF TREES AND
 OC1785'5 METERS FROM TREE LINE, 1/2 METER FROM CORNER OF LEDGE ON
 OC1785'S.  THE MARKER WILL VERY PROBABLY BE OVERGROWN WITH JUNIPER
 OC1785'BUSHES WHICH COVER THE POINT.  STATION IS 70 METERS FROM
 OC1785'HIGH-WATER LINE ON S TIP OF THE POINT AND 16 METERS FROM BUSH
 OC1785'LINE ON SE SHORE.  IT IS S OF AN OLD ABANDONED HOUSE WHICH IS
 OC1785'THE ONLY BUILDING ON THE POINT.
 OC1785'
 OC1785'REFERENCE MARK NO.1 IS S BY E OF THE STATION IN THE TOP OF A
 OC1785'PROMINENT LEDGE JUST OUTSIDE THE BUSH LINE ON THE SE SIDE OF
 OC1785'THE POINT.  REFERENCE MARK NO.2 IS E OF THE STATION ON AN
 OC1785'OUTCROPPING LEDGE ABOUT 3 METERS FROM TREE LINE.  ANGLES TAKEN
 OC1785'AT POINT RECOVERED CHECK WITH ANGLES OF U.S.E.D. RECORDS.
 OC1785
 OC1785                          STATION RECOVERY (1941)
 OC1785
 OC1785'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FLP)
 OC1785'RECOVERED AS DESCRIBED IN 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2676 ***********************************************************************
 OC2676  DESIGNATION -  DEERING
 OC2676  PID         -  OC2676
 OC2676  STATE/COUNTY-  ME/YORK
 OC2676  USGS QUAD   -  WATERBORO (1983)
 OC2676
 OC2676                         *CURRENT SURVEY CONTROL
 OC2676  ___________________________________________________________________
 OC2676* NAD 83(1996)-  43 36 46.90851(N)    070 40 09.27459(W)     ADJUSTED  
 OC2676* NAVD 88     -       172.2    (meters)     565.     (feet)  VERTCON   
 OC2676  ___________________________________________________________________
 OC2676  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 OC2676  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 OC2676
 OC2676  HORZ ORDER  -  FIRST
 OC2676
 OC2676.The horizontal coordinates were established by classical geodetic methods
 OC2676.and adjusted by the National Geodetic Survey in March 1998..
 OC2676
 OC2676.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2676
 OC2676.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2676
 OC2676.The geoid height was determined by GEOID03.
 OC2676
 OC2676;                    North         East     Units Scale Factor Converg.
 OC2676;SPC ME W     -    86,741.892   859,430.530   MT  0.99998690   -0 20 48.0
 OC2676;UTM  19      - 4,830,248.054   365,302.226   MT  0.99982317   -1 09 05.7
 OC2676
 OC2676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2676!SPC ME W     -   0.99997719  x   0.99998690  =   0.99996409
 OC2676!UTM  19      -   0.99997719  x   0.99982317  =   0.99980036
 OC2676
 OC2676|---------------------------------------------------------------------|
 OC2676| PID    Reference Object                     Distance      Geod. Az  |
 OC2676|                                                           dddmmss.s |
 OC2676| CE7321 DEERING RM 1                         24.819 METERS 17436     |
 OC2676| OC2674 WATERBORO CMP MICROWAVE             APPROX.10.2 KM 1780629.3 |
 OC2676| OC2688 DEERING AZ MK A PT                  249.739 METERS 21248     |
 OC2676| OC2689 DEERING AZ MK                       244.532 METERS 21341     |
 OC2676| OC2720 WATERBORO FAA MAST                  APPROX. 9.5 KM 2280126.6 |
 OC2676| OC2687 OSSIPEE LOT                         APPROX. 6.3 KM 2433639.9 |
 OC2676| CE7322 DEERING RM 2                         15.488 METERS 27603     |
 OC2676| OC2694 MALOY                               APPROX. 9.6 KM 3455026.3 |
 OC2676|---------------------------------------------------------------------|
 OC2676
 OC2676                          SUPERSEDED SURVEY CONTROL
 OC2676
 OC2676  NAD 83(1992)-  43 36 46.90707(N)    070 40 09.27598(W) AD(       ) 1
 OC2676  NAD 83(1986)-  43 36 46.91380(N)    070 40 09.28182(W) AD(       ) 1
 OC2676  NAD 27      -  43 36 46.62632(N)    070 40 11.07726(W) AD(       ) 1
 OC2676  NGVD 29 (07/19/86)  172.4    (m)          566.     (f) VERT ANG       
 OC2676
 OC2676.Superseded values are not recommended for survey control.
 OC2676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2676.See file dsdata.txt to determine how the superseded data were derived.
 OC2676
 OC2676_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ6530230248(NAD 83)
 OC2676_MARKER: DS = TRIANGULATION STATION DISK
 OC2676_SETTING: 66 = SET IN ROCK OUTCROP
 OC2676_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 OC2676_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OC2676+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2005
 OC2676
 OC2676  HISTORY     - Date     Condition        Report By
 OC2676  HISTORY     - 1976     MONUMENTED       NGS
 OC2676  HISTORY     - 20050923 GOOD             GEOCAC
 OC2676
 OC2676                          STATION DESCRIPTION
 OC2676
 OC2676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2676'THE STATION IS LOCATED ABOUT 2.5 MILES NORTHEAST OF
 OC2676'WATERBORO CENTER, 3 MILES NORTH OF EAST WATERBORO, 0.4
 OC2676'MILES NORTHWEST OF HOLLIS CENTER AND 1.1 MILES SOUTHWEST
 OC2676'OF WEST HOLLIS.  IT IS ON PROPERTY OWNED BY NEW ENGLAND
 OC2676'TELEPHONE COMPANY, 45 FOREST AVENUE, PORTLAND MAINE.
 OC2676'PERMISSION WAS GRANTED BY ALAN DEE, PHONE 797-1324.
 OC2676'
 OC2676'TO REACH THE STATION FROM THE POST OFFICE IN EAST WATERBORD
 OC2676'GO WEST ON STATE ROUTES 4, 202, AND 5 FOR 0.3 MILE TO
 OC2676'JUNCTION OF STATE ROUTE 4, 202 AND 5, BEAR RIGHT ON
 OC2676'STATE ROUTE 5 AND GO NORTHWEST FOR 1.85 MILES TO A
 OC2676'CROSSROAD IN WATERBORO CENTER.  TURN RIGHT, GO NORTHEAST
 OC2676'AND NORTH FOR 1.9 MILES TO A CROSS ROAD (DEERING RIDGE ROAD).
 OC2676'TURN RIGHT, GO EAST FOLLOWING DEERING RIDGE ROAD FOR 1.05
 OC2676'MILES TO A GRAVEL ROAD LEFT AND SIGN MCFARLAND.  TURN LEFT
 OC2676'GO EAST FOLLOWING GRAVEL ROAD FOR 0.1 MILE TO A  GRAVEL ROAD
 OC2676'LEFT.  CONTINUE STRAIGHT FOLLOWING GRAVEL ROAD NORTHEAST FOR
 OC2676'0.2 MILE TO A MICROWAVE TOWER ON THE LEFT AND THE STATION
 OC2676'ON THE LEFT.
 OC2676'
 OC2676'THE STATION MARK IS A STANDARD DISK STAMPED--DEERING 1975--,
 OC2676'THE SURFACE DISK IS CEMENTED IN A DRILL HOLE IN SUBSURFACE
 OC2676'BEDROCK WHICH IS  1.8 FEET BELOW THE GROUND SURFACE.
 OC2676'IT IS 19-FEET WEST-SOUTHWEST OF A ROCK WALL, 21 FEET
 OC2676'NORTH-NORTHWEST OF A STUMP IN A ROCK WALL AND 23 FEET
 OC2676'EAST OF THE SOUTHEAST FENCE CORNER WHICH SURROUNDS
 OC2676'THE MICROWAVE TOWER.
 OC2676'
 OC2676'REFERENCE MARK 1, A STANDARD DISK STAMPED--DEERING NO 1 1975--,
 OC2676'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST
 OC2676'WHICH IS 4-INCHES ABOVE THE GROUND SURFACE.  IT IS 1.7 FEET
 OC2676'NORTH OF A METAL WITNESS POST, 16 FEET SOUTH-SOUTHEAST OF
 OC2676'THE CENTERLINE OF THE TRACK ROAD, 5.8 FEET NORTH-NORTHWEST
 OC2676'OF A ROCK FENCE AND 10.6 FEET WEST OF AN OPENING IN THE
 OC2676'ROCK FENCE.
 OC2676'
 OC2676'REFERENCE MARK 2, A STANDARD DISK STAMPED--DEERING NO 2 1975--,
 OC2676'IS SET FLUSH IN THE TOP OF THE EAST CORNER OF THE NORTH CONCRETE
 OC2676'FOOTING UNDER THE MICROWAVE TOWER.  THE FOOTING PROJECTS 6 INCHES
 OC2676'ABOVE THE GROUND SURFACE.  IT IS 7.8 FEET SOUTH OF THE NORTHEAST
 OC2676'FENCE CORNER WHICH SURROUNDS THE MICROWAVE TOWER,  8.8 FEET
 OC2676'NORTHEAST OF THE CENTER OF THE MICROWAVE TOWER.
 OC2676'
 OC2676'THE AZIMUTH MARK, A STANDARD DISK STAMPED--DEERING AZ MK
 OC2676'1975--IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 OC2676'IS FLUSH WITH THE GROUND SURFACE.   IT IS 16.7 FEET NORTHWEST
 OC2676'OF THE CENTERLINE OF THE TRACK ROAD, 33.6 FEET SOUTHWEST
 OC2676'OF POWER POLE CMP 019.3 AND 18 FEET SOUTHEAST OF A ROCK
 OC2676'FENCE AND BARDED BED WIRE.
 OC2676'
 OC2676'TO REACH THE AZIMUTH FROM THE STATION GO SOUTHWEST ON
 OC2676'THE TRACK ROAD FOR 01.1 MILE TO THE AZIMUTH MARK
 OC2676'ON THE RIGHT.
 OC2676
 OC2676                          STATION RECOVERY (2005)
 OC2676
 OC2676'RECOVERY NOTE BY GEOCACHING 2005 (JKS)
 OC2676'THERE IS NO LONGER A MICROWAVE TOWER AT THIS LOCATION. THE FOOTINGS
 OC2676'FOR THE TOWER ARE STILL INTACT.
 OC2676' 
 OC2676'THE MAIN STATION WAS RECOVERED AT THE DESCRIBED LOCATION IN GOOD
 OC2676'CONDITION. DIRT, LEAVES AND FOREST DEBRIS HAD BURIED THE MARK BY 15
 OC2676'INCHES.
 OC2676' 
 OC2676'REFERENCE MARK NO 1 WAS RECOVERED IN GOOD CONDITION AT THE DESCRIBED
 OC2676'LOCATION. ALL OF THE EXPOSED CONCRETE POST IS NOW COVERED IN MOSS.
 OC2676' 
 OC2676'REFERENCE MARK NO 2 WAS RECOVERED IN GOOD CONDITION AT THE DESCRIBED
 OC2676'LOCATION. THE CONCRETE FOOTING IS IN GOOD CONDITION ALSO.
 OC2676' 
 OC2676'THE AZIMUTH MARK WAS NOT LOCATED.
 OC2676' 
 OC2676'SUBMITTED BY J.K. SNYDER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2372 ***********************************************************************
 PE2372  DESIGNATION -  DELANO
 PE2372  PID         -  PE2372
 PE2372  STATE/COUNTY-  ME/KNOX
 PE2372  USGS QUAD   -  WALDOBORO EAST (1988)
 PE2372
 PE2372                         *CURRENT SURVEY CONTROL
 PE2372  ___________________________________________________________________
 PE2372* NAD 83(1996)-  44 00 13.92567(N)    069 21 06.03510(W)     ADJUSTED  
 PE2372* NAVD 88     -        59.     (meters)     194.     (feet)  SCALED    
 PE2372  ___________________________________________________________________
 PE2372  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 PE2372  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 PE2372
 PE2372  HORZ ORDER  -  THIRD
 PE2372
 PE2372.The horizontal coordinates were established by classical geodetic methods
 PE2372.and adjusted by the National Geodetic Survey in March 1998..
 PE2372
 PE2372.The orthometric height was scaled from a topographic map.
 PE2372
 PE2372.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2372
 PE2372.The geoid height was determined by GEOID03.
 PE2372
 PE2372;                    North         East     Units Scale Factor Converg.
 PE2372;SPC ME E     -    37,815.048   231,701.454   MT  0.99995735   -0 35 30.1
 PE2372;SPC ME W     -   130,366.095   965,360.920   MT  1.00001919   +0 33 58.3
 PE2372;UTM  19      - 4,872,362.588   471,806.482   MT  0.99960978   -0 14 39.5
 PE2372
 PE2372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2372!SPC ME E     -   0.99999476  x   0.99995735  =   0.99995211
 PE2372!SPC ME W     -   0.99999476  x   1.00001919  =   1.00001395
 PE2372!UTM  19      -   0.99999476  x   0.99960978  =   0.99960455
 PE2372
 PE2372:                Primary Azimuth Mark                     Grid Az
 PE2372:SPC ME E     -  WALDOBORO CHURCH SPIRE 1                 022 59 34.1
 PE2372:SPC ME W     -  WALDOBORO CHURCH SPIRE 1                 021 50 05.7
 PE2372:UTM  19      -  WALDOBORO CHURCH SPIRE 1                 022 38 43.5
 PE2372
 PE2372|---------------------------------------------------------------------|
 PE2372| PID    Reference Object                     Distance      Geod. Az  |
 PE2372|                                                           dddmmss.s |
 PE2372| PE2367 WALDOBORO CHURCH SPIRE 1            APPROX. 4.5 KM 0222404.0 |
 PE2372| PE2350 THOMASTON CEMENT MILL N STACK       APPROX.18.0 KM 0601613.4 |
 PE2372| PE2354 THOMASTON CEMENT MILL S STACK       APPROX.18.0 KM 0601830.7 |
 PE2372| PE2345 ST GEORGE RIVER N RADIO MAST        APPROX.11.1 KM 0771909.9 |
 PE2372| PE2348 ST GEORGE RIVER S RADIO MAST        APPROX.11.0 KM 0784041.5 |
 PE2372| CE7894 DELANO RM 1                          10.786 METERS 09202     |
 PE2372| OB0347 FRIENDSHIP WHITE CHURCH SPIRE       APPROX. 2.6 KM 1393749.8 |
 PE2372| CE7895 DELANO RM 2                           9.327 METERS 18117     |
 PE2372| OB0393 MUSCONGUS RESET                     APPROX. 8.0 KM 2492912.7 |
 PE2372|---------------------------------------------------------------------|
 PE2372
 PE2372                          SUPERSEDED SURVEY CONTROL
 PE2372
 PE2372  NAD 83(1992)-  44 00 13.93033(N)    069 21 06.02045(W) AD(       ) 3
 PE2372  NAD 83(1986)-  44 00 13.93478(N)    069 21 06.02670(W) AD(       ) 3
 PE2372  NAD 27      -  44 00 13.63400(N)    069 21 07.84200(W) AD(       ) 3
 PE2372
 PE2372.Superseded values are not recommended for survey control.
 PE2372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2372.See file dsdata.txt to determine how the superseded data were derived.
 PE2372
 PE2372_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ7180672363(NAD 83)
 PE2372_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PE2372_SETTING: 66 = SET IN ROCK OUTCROP
 PE2372
 PE2372  HISTORY     - Date     Condition        Report By
 PE2372  HISTORY     - 1934     MONUMENTED       CGS
 PE2372  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2372  HISTORY     - 1953     SEE DESCRIPTION  CGS
 PE2372
 PE2372                          STATION DESCRIPTION
 PE2372
 PE2372'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2372'STATION IS LOST 2 MILES NW OF THE TOWN OF FRIENDSHIP ON A WOODED
 PE2372'HILL, KNOWN AS DELANO HILL, ABOUT 1/4 MILE E OF THE MEDOMAK
 PE2372'RIVER AND 1/2 MILE N OF FOREST LAKE.
 PE2372'
 PE2372'STATION IS ON A BARE LEDGE WHICH IS THE HIGHEST POINT OF THE
 PE2372'HILL AND IS 55 FEET S OF A RAIL FENCE WHICH RUNS E AND W ACROSS
 PE2372'THE HILL.  THREE ANCHOR BOLTS WHICH HOLD THE TRIPOD FORM A
 PE2372'EQUILATERAL TRIANGLE AROUND THE STATION.  THE LEDGE SLOPES
 PE2372'RAPIDLY TO THE E AND S AND GRADUALLY TO THE N AND W.
 PE2372'
 PE2372'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 PE2372'IN DRILL HOLES IN OUTCROPPING BEDROCK, AD DESCRIBED IN NOTES 2,
 PE2372'AND 12A.
 PE2372'
 PE2372'REFERENCE MARK NO. 1, IS ON THE E SLOPE, 50 FEET S OF THE FENCE.
 PE2372'
 PE2372'REFERENCE MARK NO. 2, IS ON THE S SLOPE, 80 FEET S OF THE FENCE.
 PE2372'
 PE2372'TO REACH FROM U.S. HIGHWAY 1, TAKE HIGHWAY 220 S 8.3 MILES AND
 PE2372'TAKE GRAVEL ROAD LEFT AT FOREST LAKE SIGN.  FOLLOW 0.6 MILE AND
 PE2372'TAKE NARROW ROAD RIGHT AT E END OF LAKE.  FOLLOW UP HILL TO A
 PE2372'WHITE COTTAGE ON RIVER BANK.  FROM HERE WALK N ALONG THE W
 PE2372'SLOPE OF THE HILL TO A DEEP FAULT IN THE LEDGE.  TURN RIGHT HERE
 PE2372'AND FOLLOW DIM TRAIL E TO THE TOP OF THE HILL.
 PE2372'
 PE2372'HEIGHT OF LIGHT ABOVE STATION MARK 7 METERS.
 PE2372
 PE2372                          STATION RECOVERY (1943)
 PE2372
 PE2372'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2372'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED WITH THE
 PE2372'FOLLOWING CORRECTION--
 PE2372'
 PE2372'STATION IS ABOUT 2 MILES INSTEAD OF STATION IS LOST 2 MILES--.
 PE2372
 PE2372                          STATION RECOVERY (1953)
 PE2372
 PE2372'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (PT)
 PE2372'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 PE2372'PUBLISHED DESCRIPTION IS ADEQUATE AND CORRECT.  THE
 PE2372'DISTANCES TO THE REFERENCE MARKS WERE MEASURED WITH A STEEL
 PE2372'TAPE AND FOUND TO BE CORRECT.
 PE2372'
 PE2372'THE STATION IS STAMPED DELANO 1934 AND THE REFERENCE MARKS ARE
 PE2372'STAMPED DELANO NO 1 1934 AND DELANO NO 2 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0866 ***********************************************************************
 PD0866  DESIGNATION -  DENBOE 1861
 PD0866  PID         -  PD0866
 PD0866  STATE/COUNTY-  ME/WASHINGTON
 PD0866  USGS QUAD   -  EASTPORT (1977)
 PD0866
 PD0866                         *CURRENT SURVEY CONTROL
 PD0866  ___________________________________________________________________
 PD0866* NAD 83(1996)-  44 52 52.59762(N)    067 05 40.67200(W)     ADJUSTED  
 PD0866* NAVD 88     -        37.     (meters)     121.     (feet)  SCALED    
 PD0866  ___________________________________________________________________
 PD0866  LAPLACE CORR-           4.11  (seconds)                    DEFLEC99
 PD0866  GEOID HEIGHT-         -22.56  (meters)                     GEOID03
 PD0866
 PD0866  HORZ ORDER  -  THIRD
 PD0866
 PD0866.The horizontal coordinates were established by classical geodetic methods
 PD0866.and adjusted by the National Geodetic Survey in March 1998..
 PD0866
 PD0866.The orthometric height was scaled from a topographic map.
 PD0866
 PD0866.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0866
 PD0866.The geoid height was determined by GEOID03.
 PD0866
 PD0866;                    North         East     Units Scale Factor Converg.
 PD0866;SPC ME E     -   135,912.023   411,026.446   MT  1.00005153   +0 59 30.4
 PD0866;UTM  19      - 4,971,527.868   650,482.174   MT  0.99987846   +1 20 41.1
 PD0866
 PD0866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0866!SPC ME E     -   0.99999777  x   1.00005153  =   1.00004930
 PD0866!UTM  19      -   0.99999777  x   0.99987846  =   0.99987623
 PD0866
 PD0866                          SUPERSEDED SURVEY CONTROL
 PD0866
 PD0866  NAD 83(1992)-  44 52 52.58830(N)    067 05 40.67345(W) AD(       ) 3
 PD0866  NAD 83(1986)-  44 52 52.58625(N)    067 05 40.67553(W) AD(       ) 3
 PD0866  NAD 27      -  44 52 52.30100(N)    067 05 42.74200(W) AD(       ) 3
 PD0866
 PD0866.Superseded values are not recommended for survey control.
 PD0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0866.See file dsdata.txt to determine how the superseded data were derived.
 PD0866
 PD0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5048271528(NAD 83)
 PD0866
 PD0866  HISTORY     - Date     Condition        Report By
 PD0866  HISTORY     - 1861     MONUMENTED       COASUR
 PD0866  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0866
 PD0866                          STATION DESCRIPTION
 PD0866
 PD0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0866'STATION IS AT THE END OF THE ROAD LEADING DOWN DENBOWS NECK, ON A
 PD0866'HIGH ROCKY KNOLL 150 METERS BACK OF MARK LEIGHTONS HOUSE AND
 PD0866'NEAR ITS N EXTREMITY.  THE STATION IS MARKED BY A BOLT IN THE
 PD0866'ROCK.  NOT RECOVERED IN 1935 OR 1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0957 ***********************************************************************
 PD0957  DESIGNATION -  DENNISON 1863
 PD0957  PID         -  PD0957
 PD0957  STATE/COUNTY-  ME/WASHINGTON
 PD0957  USGS QUAD   -  CUTLER (1993)
 PD0957
 PD0957                         *CURRENT SURVEY CONTROL
 PD0957  ___________________________________________________________________
 PD0957* NAD 83(1996)-  44 38 28.05469(N)    067 14 08.87349(W)     ADJUSTED  
 PD0957* NAVD 88     -        46.     (meters)     151.     (feet)  SCALED    
 PD0957  ___________________________________________________________________
 PD0957  LAPLACE CORR-           5.14  (seconds)                    DEFLEC99
 PD0957  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 PD0957
 PD0957  HORZ ORDER  -  THIRD
 PD0957
 PD0957.The horizontal coordinates were established by classical geodetic methods
 PD0957.and adjusted by the National Geodetic Survey in March 1998..
 PD0957
 PD0957.The orthometric height was scaled from a topographic map.
 PD0957
 PD0957.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0957
 PD0957.The geoid height was determined by GEOID03.
 PD0957
 PD0957;                    North         East     Units Scale Factor Converg.
 PD0957;SPC ME E     -   109,043.994   400,288.666   MT  1.00002365   +0 53 18.2
 PD0957;UTM  19      - 4,944,599.133   639,911.643   MT  0.99984073   +1 14 23.4
 PD0957
 PD0957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0957!SPC ME E     -   0.99999633  x   1.00002365  =   1.00001998
 PD0957!UTM  19      -   0.99999633  x   0.99984073  =   0.99983706
 PD0957
 PD0957:                Primary Azimuth Mark                     Grid Az
 PD0957:SPC ME E     -  OLD MAN                                  180 29 38.8
 PD0957:UTM  19      -  OLD MAN                                  180 08 33.6
 PD0957
 PD0957|---------------------------------------------------------------------|
 PD0957| PID    Reference Object                     Distance      Geod. Az  |
 PD0957|                                                           dddmmss.s |
 PD0957| PD0955 OLD MAN                             APPROX. 2.4 KM 1812257.0 |
 PD0957| PD1029 HOWARD                              APPROX.12.7 KM 2641305.6 |
 PD0957| PD0973 HOUSE CHIM FRAME OF BARN TO E       APPROX. 3.8 KM 3245716.0 |
 PD0957|---------------------------------------------------------------------|
 PD0957
 PD0957                          SUPERSEDED SURVEY CONTROL
 PD0957
 PD0957  NAD 83(1992)-  44 38 28.05082(N)    067 14 08.87196(W) AD(       ) 3
 PD0957  NAD 83(1986)-  44 38 28.04679(N)    067 14 08.87493(W) AD(       ) 3
 PD0957  NAD 27      -  44 38 27.75800(N)    067 14 10.93200(W) AD(       ) 3
 PD0957
 PD0957.Superseded values are not recommended for survey control.
 PD0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0957.See file dsdata.txt to determine how the superseded data were derived.
 PD0957
 PD0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK3991244599(NAD 83)
 PD0957
 PD0957  HISTORY     - Date     Condition        Report By
 PD0957  HISTORY     - 1863     MONUMENTED       CGS
 PD0957  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0957  HISTORY     - 1960     SEE DESCRIPTION  CGS
 PD0957
 PD0957                          STATION DESCRIPTION
 PD0957
 PD0957'DESCRIBED BY COAST AND GEODETIC SURVEY 1863 (FPW)
 PD0957'STATION IS ON A BARE ROCKY HILL ON THE E SIDE OF THE MOUTH OF LITTLE
 PD0957'MACHIAS BAY.  THE STATION IS ON A LONG RIDGE OF ROCK ON THE HIGHEST
 PD0957'PART OF THE HILL AND IS MARKED BY A DRILL HOLE IN THE ROCK.  AT THE
 PD0957'FOOT OF THE HILL AND TO THE WESTWARD OF THE STATION A SMALL COVE
 PD0957'MAKES UP BEHIND DENNISON POINT, AND AT THE HEAD OF THIS COVE IS
 PD0957'THE HOUSE OF CAPTAIN J. DENNISON.
 PD0957
 PD0957                          STATION RECOVERY (1946)
 PD0957
 PD0957'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0957'STATION RECOVERED IN GOOD CONDITION.  IT IS MARKED BY A 1/2-INCH
 PD0957'DRILL HOLE, 1-1/2 INCHES DEEP, IN THE HIGHEST AND WIDEST PART OF THE
 PD0957'LONG NARROW LEDGE.  IT IS THE ONLY ROCK ON THE SUMMIT OF THE
 PD0957'HILL.  THE STATION MARK IS 6.6 METERS S OF THE N END AND 8.3
 PD0957'METERS N OF THE S END OF THE LEDGE.
 PD0957'
 PD0957'TO REACH THE STATION FROM THE POST OFFICE IN CUTLER, GO W ON STATE
 PD0957'HIGHWAY 191 1.5 MILES TO GRAVEL ROAD LEADING S.  FOLLOW THIS ROAD
 PD0957'1.9 MILES TO ITS END.  WALK E THROUGH WOODS ABOUT 0.3 MILE TO THE
 PD0957'SUMMIT AND STATION.
 PD0957
 PD0957                          STATION RECOVERY (1960)
 PD0957
 PD0957'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GCR)
 PD0957'THE STATION WAS RECOVERED.  THE DRILL HOLE WAS FOUND AS
 PD0957'DESCRIBED.  THE STATION SUMMIT HAS A HEAVY GROWTH OF TIMBER WHICH
 PD0957'OBSTRUCTS VIEW IN ALL DIRECTIONS.  A SIGNAL POLE TARGET AND SEVERAL
 PD0957'LUMBER BRACING PIECES AND GUY WIRES WERE FOUND AT THE STATION.
 PD0957'
 PD0957'THE STATION WAS REACHED ON FOOT VIA THE ROUTE DESCRIBED IN THE 1946
 PD0957'RECOVERY NOTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0364 ***********************************************************************
 QH0364  DESIGNATION -  DENNISON IBC
 QH0364  PID         -  QH0364
 QH0364  STATE/COUNTY-  ME/OXFORD
 QH0364  USGS QUAD   -  NORTHWEST POND (1990)
 QH0364
 QH0364                         *CURRENT SURVEY CONTROL
 QH0364  ___________________________________________________________________
 QH0364* NAD 83(1996)-  45 15 11.99677(N)    070 50 47.47107(W)     ADJUSTED  
 QH0364* NAVD 88     -      1005.     (meters)    3297.     (feet)  SCALED    
 QH0364  ___________________________________________________________________
 QH0364  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 QH0364  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 QH0364
 QH0364  HORZ ORDER  -  THIRD
 QH0364
 QH0364.The horizontal coordinates were established by classical geodetic methods
 QH0364.and adjusted by the National Geodetic Survey in March 1998..
 QH0364
 QH0364.The orthometric height was scaled from a topographic map.
 QH0364
 QH0364.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0364
 QH0364.The geoid height was determined by GEOID03.
 QH0364
 QH0364;                    North         East     Units Scale Factor Converg.
 QH0364;SPC ME W     -   269,109.497   846,634.266   MT  1.00000167   -0 28 58.3
 QH0364;UTM  19      - 5,012,751.548   355,108.929   MT  0.99985813   -1 18 42.0
 QH0364
 QH0364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0364!SPC ME W     -   0.99984647  x   1.00000167  =   0.99984814
 QH0364!UTM  19      -   0.99984647  x   0.99985813  =   0.99970462
 QH0364
 QH0364:                Primary Azimuth Mark                     Grid Az
 QH0364:SPC ME W     -  BOGGY IBC                                253 08 44.1
 QH0364:UTM  19      -  BOGGY IBC                                253 58 27.8
 QH0364
 QH0364|---------------------------------------------------------------------|
 QH0364| PID    Reference Object                     Distance      Geod. Az  |
 QH0364|                                                           dddmmss.s |
 QH0364| QH0315 BOGGY IBC                           APPROX. 4.1 KM 2523945.8 |
 QH0364| QH0378 MON 447 ECC IBC                     214.042 METERS 31438     |
 QH0364|---------------------------------------------------------------------|
 QH0364
 QH0364                          SUPERSEDED SURVEY CONTROL
 QH0364
 QH0364  NAD 83(1992)-  45 15 11.99535(N)    070 50 47.46809(W) AD(       ) 3
 QH0364  NAD 83(1992)-  45 15 12.00291(N)    070 50 47.46536(W) AD(       ) 3
 QH0364  NAD 83(1986)-  45 15 12.00097(N)    070 50 47.47005(W) AD(       ) 3
 QH0364  NAD 27      -  45 15 11.82900(N)    070 50 49.23000(W) AD(       ) 3
 QH0364
 QH0364.Superseded values are not recommended for survey control.
 QH0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0364.See file dsdata.txt to determine how the superseded data were derived.
 QH0364
 QH0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL5510912752(NAD 83)
 QH0364_MARKER: DD = SURVEY DISK
 QH0364_SETTING: 66 = SET IN ROCK OUTCROP
 QH0364_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 QH0364_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QH0364+STABILITY: POSITION/ELEVATION WELL
 QH0364_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QH0364+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2006
 QH0364
 QH0364  HISTORY     - Date     Condition        Report By
 QH0364  HISTORY     - 1916     MONUMENTED       IBC
 QH0364  HISTORY     - 1941     GOOD             IBC
 QH0364  HISTORY     - 20060713 GOOD             GEOCAC
 QH0364
 QH0364                          STATION DESCRIPTION
 QH0364
 QH0364'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1916 (JH)
 QH0364'IN TOWNSHIP 4, RANGE 5, ON THE BOUNDARY RIDGE, 2 MILES EAST OF ARNOLD
 QH0364'BOG, 3-1/2 MILES SOUTH - SOUTHEAST OF GOSFORD MOUNTAIN.  THE STATION
 QH0364'IS ABOUT 750 FEET SOUTH - EAST OF MONUMENT 447, ON THE HIGHEST POINT
 QH0364'OF A SMALL PEAK.
 QH0364'
 QH0364'STATION MARK--A BRONZE DISK CEMENTED IN A DRILL HOLE IN A ROCK.
 QH0364'MONUMENT 447 - 2 IS 20.34 FEET DISTANT, N 30 DEG 51 MIN W,
 QH0364'FROM THE STATION.
 QH0364
 QH0364                          STATION RECOVERY (1941)
 QH0364
 QH0364'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941 (FHB)
 QH0364'STATION RECOVERED IN GOOD CONDITION.
 QH0364
 QH0364                          STATION RECOVERY (2006)
 QH0364
 QH0364'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 QH0364'THE MARK WAS RECOVERED IN GOOD CONDITION.
 QH0364' 
 QH0364'THE STATION IS LOCATED ON THE HIGHEST POINT OF THE MINOR PEAK ABOUT
 QH0364'250 YARDS SOUTH OF MONUMENT 447.  THE STATION IS ABOUT 20 FEET TO THE
 QH0364'EAST (ON THE US SIDE) OF THE CENTER OF THE BOUNDARY SWATH AND CAN BE
 QH0364'LOCATED USING MONUMENT 447-2 AS A REFERENCE AS DESCRIBED.  THE STATION
 QH0364'MARK WAS MOUNTED ON A MOSS COVERED ROCK FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0616 ***********************************************************************
 PD0616  DESIGNATION -  DENNY
 PD0616  PID         -  PD0616
 PD0616  STATE/COUNTY-  ME/WASHINGTON
 PD0616  USGS QUAD   -  PEMBROKE (1977)
 PD0616
 PD0616                         *CURRENT SURVEY CONTROL
 PD0616  ___________________________________________________________________
 PD0616* NAD 83(1996)-  44 54 13.86356(N)    067 10 20.42552(W)     ADJUSTED  
 PD0616* NAVD 88     -         3.6    (meters)      12.     (feet)  VERTCON   
 PD0616  ___________________________________________________________________
 PD0616  LAPLACE CORR-           5.38  (seconds)                    DEFLEC99
 PD0616  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 PD0616
 PD0616  HORZ ORDER  -  THIRD
 PD0616
 PD0616.The horizontal coordinates were established by classical geodetic methods
 PD0616.and adjusted by the National Geodetic Survey in March 1998..
 PD0616
 PD0616.The NAVD 88 height was computed by applying the VERTCON shift value to
 PD0616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PD0616
 PD0616.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0616
 PD0616.The geoid height was determined by GEOID03.
 PD0616
 PD0616;                    North         East     Units Scale Factor Converg.
 PD0616;SPC ME E     -   138,317.063   404,846.247   MT  1.00003513   +0 56 14.3
 PD0616;UTM  19      - 4,973,894.366   644,288.364   MT  0.99985601   +1 17 25.4
 PD0616
 PD0616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0616!SPC ME E     -   1.00000300  x   1.00003513  =   1.00003813
 PD0616!UTM  19      -   1.00000300  x   0.99985601  =   0.99985901
 PD0616
 PD0616                          SUPERSEDED SURVEY CONTROL
 PD0616
 PD0616  NAD 83(1992)-  44 54 13.85395(N)    067 10 20.42536(W) AD(       ) 3
 PD0616  NAD 83(1986)-  44 54 13.85266(N)    067 10 20.42708(W) AD(       ) 3
 PD0616  NGVD 29 (09/20/87)    3.8    (m)           12.     (f) VERT ANG       
 PD0616
 PD0616.Superseded values are not recommended for survey control.
 PD0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0616.See file dsdata.txt to determine how the superseded data were derived.
 PD0616
 PD0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK4428873894(NAD 83)
 PD0616_MARKER: I = METAL ROD
 PD0616_SETTING: 66 = SET IN ROCK OUTCROP
 PD0616_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 PD0616_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0616_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0616+STABILITY: POSITION/ELEVATION WELL
 PD0616
 PD0616  HISTORY     - Date     Condition        Report By
 PD0616  HISTORY     - 1985     MONUMENTED       NOS
 PD0616
 PD0616                          STATION DESCRIPTION
 PD0616
 PD0616'DESCRIBED BY NATIONAL OCEAN SERVICE 1985 (WVH)
 PD0616'THE STATION IS LOCATED ON THE NORTHWEST SIDE OF A SMALL ISLAND
 PD0616'0.1 MILE SOUTH OF BURNT ISLAND 0.25 MILE NORTHWEST OF WILBUR NECK
 PD0616'IN DENNYS BAY.
 PD0616'
 PD0616'THE STATION WAS REACHED BY SMALL BOAT FROM EASTPORT.
 PD0616'
 PD0616'THE STATION IS A 1/2 INCH IRON PIN UNSTAMPED, CEMENTED IN A
 PD0616'DRILL HOLE IN A ROCK LEDGE AND PROJECTS 3 CM.
 PD0616'IT IS LOCATED 4.4 METERS (14.5 FT) WEST FROM A 6 INCH SPRUCE
 PD0616'WITH WITNESS SIGN AND 0.6 METERS (2 FT) EAST FROM HIGH WATER LINE.
 PD0616'IT IS APPROXIMATELY 2 FT ABOVE HIGH WATER.
 PD0616'
 PD0616'HEIGHT OF LIGHT SHOWN WAS 1.3 METERS ABOVE THE MARK.
 PD0616'
 PD0616'DESCRIBED BY J.G.F.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2412 ***********************************************************************
 PE2412  DESIGNATION -  DENNY MEDOT 1974
 PE2412  PID         -  PE2412
 PE2412  STATE/COUNTY-  ME/KENNEBEC
 PE2412  USGS QUAD   -  VASSALBORO (1988)
 PE2412
 PE2412                         *CURRENT SURVEY CONTROL
 PE2412  ___________________________________________________________________
 PE2412* NAD 83(1996)-  44 29 33.02221(N)    069 37 40.31765(W)     ADJUSTED  
 PE2412* NAVD 88     -        41.7    (meters)     137.     (feet)  VERTCON   
 PE2412  ___________________________________________________________________
 PE2412  LAPLACE CORR-           3.11  (seconds)                    DEFLEC99
 PE2412  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 PE2412
 PE2412  HORZ ORDER  -  SECOND
 PE2412
 PE2412.The horizontal coordinates were established by classical geodetic methods
 PE2412.and adjusted by the National Geodetic Survey in March 1998..
 PE2412
 PE2412.The NAVD 88 height was computed by applying the VERTCON shift value to
 PE2412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PE2412
 PE2412.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2412
 PE2412.The geoid height was determined by GEOID03.
 PE2412
 PE2412;                    North         East     Units Scale Factor Converg.
 PE2412;SPC ME W     -   184,478.576   942,854.652   MT  0.99998924   +0 22 39.4
 PE2412;UTM  19      - 4,926,768.476   450,079.652   MT  0.99963065   -0 26 24.1
 PE2412
 PE2412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2412!SPC ME W     -   0.99999750  x   0.99998924  =   0.99998674
 PE2412!UTM  19      -   0.99999750  x   0.99963065  =   0.99962815
 PE2412
 PE2412:                Primary Azimuth Mark                     Grid Az
 PE2412:SPC ME W     -  COOK                                     258 10 33.0
 PE2412:UTM  19      -  COOK                                     258 59 36.5
 PE2412
 PE2412|---------------------------------------------------------------------|
 PE2412| PID    Reference Object                     Distance      Geod. Az  |
 PE2412|                                                           dddmmss.s |
 PE2412| PE2411 COOK                                APPROX. 1.9 KM 2583312.4 |
 PE2412|---------------------------------------------------------------------|
 PE2412
 PE2412                          SUPERSEDED SURVEY CONTROL
 PE2412
 PE2412  NAD 83(1992)-  44 29 33.02062(N)    069 37 40.31446(W) AD(       ) 2
 PE2412  NAD 83(1986)-  44 29 33.02600(N)    069 37 40.32122(W) AD(       ) 2
 PE2412  NAD 27      -  44 29 32.78061(N)    069 37 42.16558(W) AD(       ) 2
 PE2412  NGVD 29 (07/19/86)   41.9    (m)          137.     (f) VERT ANG       
 PE2412
 PE2412.Superseded values are not recommended for survey control.
 PE2412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2412.See file dsdata.txt to determine how the superseded data were derived.
 PE2412
 PE2412_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK5008026768(NAD 83)
 PE2412_MARKER: DD = SURVEY DISK
 PE2412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE2412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE2412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE2412+STABILITY: SURFACE MOTION
 PE2412
 PE2412  HISTORY     - Date     Condition        Report By
 PE2412  HISTORY     - 1974     MONUMENTED       MEDT
 PE2412
 PE2412                          STATION DESCRIPTION
 PE2412
 PE2412'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974 (RCA)
 PE2412'THE STATION IS LOCATED ON THE EAST SIDE OF STATE ROUTE 32, 3/4
 PE2412'MILE NORTH OF NORTH VASSALBORO, 84.5 FEET SOUTH-SOUTHEAST OF THE
 PE2412'VASSALBORO, WINSLOW TOWNLINE POST, IN THE NORTH SECTION OF
 PE2412'VASSALBORO AND ON HIGHWAY PROPERTY.
 PE2412'
 PE2412'TO REACH THE STATION FROM THE POST OFFICE IN NORTH
 PE2412'VASSALBORO.  GO NORTHERLY ON STATE ROUTE 32 FOR 0.55 MILE TO THE
 PE2412'STATION ON THE RIGHT.
 PE2412'
 PE2412'THE STATION MARK IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 PE2412'DISC STAMPED DENNY 1974, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 PE2412'CONCRETE MONUMENT THAT IS ABOUT 6 INCHES ABOVE THE GROUND
 PE2412'SURFACE.  THE SUBSURFACE STATION MARK IS AN ALUMINUM DISC STAMPED
 PE2412'DENNY 1974 SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 48 INCHES
 PE2412'BELOW THE SURFACE OF THE GROUND.  IT IS 4.2 FEET WEST OF A METAL
 PE2412'WITNESS POST, 31.5 FEET EAST OF THE CENTERLINE OF STATE ROUTE
 PE2412'32, 84.5 FEET SOUTH-SOUTHEAST OF THE VASSALBORO, WINSLOW
 PE2412'TOWNLINE POST, 49.0 FEET NORTH OF TELEPHONE POLE NUMBER 138, AND
 PE2412'APPROXIMATELY 6 FEET BELOW THE SURFACE OF THE ROADWAY.
 PE2412'
 PE2412'NO REFERENCE MARKS ESTABLISHED AT THIS TIME.
 PE2412'
 PE2412'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1069 ***********************************************************************
 PD1069  DESIGNATION -  DENT 1945
 PD1069  PID         -  PD1069
 PD1069  STATE/COUNTY-  ME/WASHINGTON
 PD1069  USGS QUAD   -  
 PD1069
 PD1069                         *CURRENT SURVEY CONTROL
 PD1069  ___________________________________________________________________
 PD1069* NAD 83(1996)-  44 22 04.94096(N)    067 51 57.65161(W)     ADJUSTED  
 PD1069* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 PD1069  ___________________________________________________________________
 PD1069  LAPLACE CORR-           4.00  (seconds)                    DEFLEC99
 PD1069  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 PD1069
 PD1069  HORZ ORDER  -  THIRD
 PD1069
 PD1069.The horizontal coordinates were established by classical geodetic methods
 PD1069.and adjusted by the National Geodetic Survey in March 1998..
 PD1069
 PD1069.The orthometric height was scaled from a topographic map.
 PD1069
 PD1069.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1069
 PD1069.The geoid height was determined by GEOID03.
 PD1069
 PD1069;                    North         East     Units Scale Factor Converg.
 PD1069;SPC ME E     -    78,119.002   350,529.166   MT  0.99993139   +0 26 36.0
 PD1069;UTM  19      - 4,913,376.728   590,352.546   MT  0.99970040   +0 47 34.8
 PD1069
 PD1069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD1069!SPC ME E     -   1.00000340  x   0.99993139  =   0.99993479
 PD1069!UTM  19      -   1.00000340  x   0.99970040  =   0.99970380
 PD1069
 PD1069:                Primary Azimuth Mark                     Grid Az
 PD1069:SPC ME E     -  NARRAGUAGUS LIGHTHOUSE                   015 21 59.8
 PD1069:UTM  19      -  NARRAGUAGUS LIGHTHOUSE                   015 01 01.0
 PD1069
 PD1069|---------------------------------------------------------------------|
 PD1069| PID    Reference Object                     Distance      Geod. Az  |
 PD1069|                                                           dddmmss.s |
 PD1069| PD1062 NARRAGUAGUS LIGHTHOUSE              APPROX.10.2 KM 0154835.8 |
 PD1069| PD1064 JORDANS DELIGHT LEDGE BEACON        APPROX. 7.5 KM 0324038.2 |
 PD1069| PD1050 NASH ISLAND LIGHTHOUSE NEW          APPROX.14.3 KM 0412623.3 |
 PD1069| PD1077 COREA CHURCH SPIRE                  APPROX. 9.6 KM 2930248.9 |
 PD1069|---------------------------------------------------------------------|
 PD1069
 PD1069                          SUPERSEDED SURVEY CONTROL
 PD1069
 PD1069  NAD 83(1992)-  44 22 04.93651(N)    067 51 57.65462(W) AD(       ) 3
 PD1069  NAD 83(1986)-  44 22 04.93325(N)    067 51 57.65962(W) AD(       ) 3
 PD1069  NAD 27      -  44 22 04.62800(N)    067 51 59.63400(W) AD(       ) 3
 PD1069
 PD1069.Superseded values are not recommended for survey control.
 PD1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1069.See file dsdata.txt to determine how the superseded data were derived.
 PD1069
 PD1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK9035313377(NAD 83)
 PD1069
 PD1069  HISTORY     - Date     Condition        Report By
 PD1069  HISTORY     - 1945     MONUMENTED       CGS
 PD1069
 PD1069                          STATION DESCRIPTION
 PD1069
 PD1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (FLP)
 PD1069'STATION IS LOCATED ON SOUTHEASTERN ISLAND OF PETIT MANAN ISLAND,
 PD1069'ABOUT 160 METERS W OF THE LIGHTHOUSE, ABOUT IN THE CENTER OF THE
 PD1069'NW PART OF THE ISLAND, AND SLIGHTLY S OF HIGHEST PART.  STATION IS
 PD1069'A STANDARD TOPOGRAPHIC DISK STAMPED DENT 1945 AND SET IN LEDGE
 PD1069'ROCK OUTCROP.
 PD1069'
 PD1069'APPROXIMATE ELEVATION ABOVE HIGH WATER MARK 10 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0823 ***********************************************************************
 RF0823  DESIGNATION -  DEPOT LO
 RF0823  PID         -  RF0823
 RF0823  STATE/COUNTY-  ME/AROOSTOOK
 RF0823  USGS QUAD   -  DEPOT LAKE (1986)
 RF0823
 RF0823                         *CURRENT SURVEY CONTROL
 RF0823  ___________________________________________________________________
 RF0823* NAD 83(1996)-  46 51 10.88268(N)    069 48 08.43129(W)     ADJUSTED  
 RF0823* NAVD 88     -       458.8    (meters)    1505.     (feet)  VERTCON   
 RF0823  ___________________________________________________________________
 RF0823  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 RF0823  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 RF0823
 RF0823  HORZ ORDER  -  SECOND
 RF0823
 RF0823.The horizontal coordinates were established by classical geodetic methods
 RF0823.and adjusted by the National Geodetic Survey in March 1998..
 RF0823
 RF0823.The NAVD 88 height was computed by applying the VERTCON shift value to
 RF0823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RF0823
 RF0823.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0823
 RF0823.The geoid height was determined by GEOID03.
 RF0823
 RF0823;                    North         East     Units Scale Factor Converg.
 RF0823;SPC ME E     -   354,909.767   200,688.254   MT  1.00002119   -0 57 01.0
 RF0823;UTM  19      - 5,189,143.769   438,834.539   MT  0.99964598   -0 35 07.5
 RF0823
 RF0823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0823!SPC ME E     -   0.99993223  x   1.00002119  =   0.99995342
 RF0823!UTM  19      -   0.99993223  x   0.99964598  =   0.99957823
 RF0823
 RF0823|---------------------------------------------------------------------|
 RF0823| PID    Reference Object                     Distance      Geod. Az  |
 RF0823|                                                           dddmmss.s |
 RF0823| RF0824 DEPOT LO USGS 1955 RM                 2.390 METERS 02959     |
 RF0823| DA5392 DEPOT LO RM 1                        14.896 METERS 10724     |
 RF0823| AI8338 C 15                                               3574624.9 |
 RF0823|---------------------------------------------------------------------|
 RF0823
 RF0823                          SUPERSEDED SURVEY CONTROL
 RF0823
 RF0823  NAD 83(1992)-  46 51 10.87518(N)    069 48 08.41040(W) AD(       ) 2
 RF0823  NAD 83(1986)-  46 51 10.88750(N)    069 48 08.41428(W) AD(       ) 2
 RF0823  NAD 27      -  46 51 10.80600(N)    069 48 10.18900(W) AD(       ) 2
 RF0823  NGVD 29 (07/19/86)  459.0    (m)         1506.     (f) VERT ANG       
 RF0823
 RF0823.Superseded values are not recommended for survey control.
 RF0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0823.See file dsdata.txt to determine how the superseded data were derived.
 RF0823
 RF0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM3883589144(NAD 83)
 RF0823_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RF0823_SETTING: 66 = SET IN ROCK OUTCROP
 RF0823
 RF0823  HISTORY     - Date     Condition        Report By
 RF0823  HISTORY     - 1955     MONUMENTED       CGS
 RF0823  HISTORY     - 1966     SEE DESCRIPTION  AEROS
 RF0823
 RF0823                          STATION DESCRIPTION
 RF0823
 RF0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 RF0823'STATION IS LOCATED, AIRLINE, ABOUT 7-1/2 MILES SOUTH OF
 RF0823'ST. PAMPHILE, 4-1/2 MILES EAST OF ST. ADALBERT, 1-1/2 MILES
 RF0823'SOUTHEAST OF THE UNITED STATES-CANADA BOUNDARY AND ON THE
 RF0823'HIGHEST POINT OF DEPOT MOUNTAIN CENTERED UNDER THE LOOKOUT TOWER.
 RF0823'
 RF0823'STATION IS REACHED AS FOLLOWS--FROM THE TOWN OF ST. ADALBERT,
 RF0823'AT THE POINT WHERE QUEBEC HIGHWAY 24 MAKES A RIGHT ANGLE TURN
 RF0823'TOWARDS ST. PAMPHILE, TAKE QUEBEC HIGHWAY 24 AND GO 5.2 MILES
 RF0823'TO A SIDE ROAD ON THE RIGHT JUST BEFORE REACHING A CONCRETE
 RF0823'BRIDGE.  TURN RIGHT AND GO 2.6 MILES TO THE END OF TRUCK TRAVEL
 RF0823'AT U.S.-CANADA BOUNDARY MARKER 251A AND USGS BM C15 WHICH
 RF0823'SERVES AS THE AZIMUTH MARK.  FROM HERE PACK SOUTH ACROSS FIELD
 RF0823'TO AN OLD CABIN AND A GATE IN THE FENCE LINE.  PASS THROUGH THE
 RF0823'GATE AND FOLLOW THE TELEPHONE LINE AND TRAIL FOR ABOUT 2 MILES
 RF0823'TO A FOREST SERVICE CABIN ON THE BANK OF DEPOT STREAM.  TURN
 RF0823'SHARP LEFT AND FOLLOW THE TRAIL, CROSSING DEPOT STREAM, FOR
 RF0823'ABOUT 1 MILE TO THE LOOKOUT TOWER AND THE STATION.  TIME OF
 RF0823'PACK IS ABOUT 1-1/2 HOURS.  WATER ONLY AT DEPOT STREAM.
 RF0823'
 RF0823'STATION MARK, STAMPED DEPOT 1955, IS A STANDARD DISK CEMENTED
 RF0823'IN A DRILL HOLE IN OUTCROPPING BEDROCK AND IN A DEPRESSION 8
 RF0823'INCHES BELOW THE HIGHEST POINT OF BEDROCK.  IT IS UNDER THE
 RF0823'CENTER OF THE LOOKOUT TOWER.
 RF0823'
 RF0823'REFERENCE MARK NUMBER 1, STAMPED DEPOT NO 1 1955, IS A STANDARD
 RF0823'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH
 RF0823'THE GROUND AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 RF0823'
 RF0823'USGS REFERENCE MARK DISK, UNSTAMPED, IS CEMENTED IN A DRILL
 RF0823'HOLE IN OUTCROPPING BEDROCK AND FLUSH WITH THE GROUND.  IT IS
 RF0823'AT ABOUT THE SAME ELEVATION AS THE STATION AND 3 FEET SOUTH OF
 RF0823'THE NORTH EDGE OF THE LEDGE.
 RF0823'
 RF0823'USGS BENCH MARK DISK, STAMPED C15 1932, SERVES AS THE AZIMUTH
 RF0823'MARK AND IS CEMENTED IN A DRILL HOLE IN U.S.-CANADA BOUNDARY
 RF0823'MARKER 251A.  IT IS ON THE SOUTHEAST SIDE OF THE BOUNDARY MARKER
 RF0823'WHICH IS A 3 FOOT SQUARE BLOCK OF CONCRETE WITH A 1 FOOT SQUARE
 RF0823'CENTER THAT RISES TO 2 FEET AND COMES TO A POINT.  IT IS 3.0 FEET
 RF0823'NORTHWEST OF THE CENTER OF THE LANE WHICH MARKS THE BOUNDARY AND
 RF0823'2.0 FEET NORTHEAST OF A FENCE CORNER POST.
 RF0823'
 RF0823'DEPOT MOUNTAIN LOOKOUT TOWER IS 74 FEET IN HEIGHT.  IT HAS AN
 RF0823'8 FOOT SQUARE HOUSE, PAINTED WHITE WITH A ROOF THAT COMES TO A
 RF0823'POINT.  IT SITS ON A FOUR LEGGED STEEL TOWER.
 RF0823'
 RF0823'HEIGHT OF LIGHT ABOVE STATION MARK 15.2 METERS.
 RF0823
 RF0823                          STATION RECOVERY (1966)
 RF0823
 RF0823'RECOVERY NOTE BY AERO SERVICE CORPORATION 1966
 RF0823'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0824 ***********************************************************************
 RF0824  DESIGNATION -  DEPOT LO USGS 1955 RM
 RF0824  PID         -  RF0824
 RF0824  STATE/COUNTY-  ME/AROOSTOOK
 RF0824  USGS QUAD   -  DEPOT LAKE (1986)
 RF0824
 RF0824                         *CURRENT SURVEY CONTROL
 RF0824  ___________________________________________________________________
 RF0824* NAD 83(1996)-  46 51 10.94972(N)    069 48 08.37492(W)     ADJUSTED  
 RF0824* NAVD 88     -       459.     (meters)    1506.     (feet)  SCALED    
 RF0824  ___________________________________________________________________
 RF0824  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 RF0824  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 RF0824
 RF0824  HORZ ORDER  -  SECOND
 RF0824
 RF0824.The horizontal coordinates were established by classical geodetic methods
 RF0824.and adjusted by the National Geodetic Survey in March 1998..
 RF0824
 RF0824.The orthometric height was scaled from a topographic map.
 RF0824
 RF0824.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0824
 RF0824.The geoid height was determined by GEOID03.
 RF0824
 RF0824;                    North         East     Units Scale Factor Converg.
 RF0824;SPC ME E     -   354,911.817   200,689.482   MT  1.00002118   -0 57 00.9
 RF0824;UTM  19      - 5,189,145.826   438,835.754   MT  0.99964598   -0 35 07.4
 RF0824
 RF0824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0824!SPC ME E     -   0.99993223  x   1.00002118  =   0.99995341
 RF0824!UTM  19      -   0.99993223  x   0.99964598  =   0.99957823
 RF0824
 RF0824                          SUPERSEDED SURVEY CONTROL
 RF0824
 RF0824  NAD 83(1992)-  46 51 10.94222(N)    069 48 08.35404(W) AD(       ) 2
 RF0824  NAD 83(1986)-  46 51 10.95455(N)    069 48 08.35791(W) AD(       ) 2
 RF0824  NAD 27      -  46 51 10.87300(N)    069 48 10.13300(W) AD(       ) 2
 RF0824
 RF0824.Superseded values are not recommended for survey control.
 RF0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0824.See file dsdata.txt to determine how the superseded data were derived.
 RF0824
 RF0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM3883689146(NAD 83)
 RF0824_MARKER: Z = SEE DESCRIPTION
 RF0824_SETTING: 0 = UNSPECIFIED SETTING
 RF0824_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RF0824
 RF0824  HISTORY     - Date     Condition        Report By
 RF0824  HISTORY     - 1955     MONUMENTED       CGS
 RF0824
 RF0824                          STATION DESCRIPTION
 RF0824
 RF0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 RF0824'THE STATION IS LOCATED ABOUT 7-1/2 MILES AIRLINE SOUTH OF
 RF0824'ST. PAMPHILE, QUEBEC, CANADA, 4-1/2 MILES AIRLINE EAST OF
 RF0824'ST. ADALBERT, QUEBEC, CANADA, 1-1/2 MILES SOUTHEAST OF THE UNITED
 RF0824'STATES-CANADIAN BOUNDARY ON THE HIGHEST PART OF DEPOT MOUNTAIN.
 RF0824'
 RF0824'THE MARK IS A U.S. GEOLOGICAL SURVEY RM DISK CEMENTED IN A
 RF0824'DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE GROUND.  THE
 RF0824'MARK IS UNSTAMPED.  IT IS 7.841 FEET, 2.390 METERS NORTH
 RF0824'NORTHEAST OF TRIANGULATION STATION DEPOT.  THE CENTER OF THE MARK
 RF0824'WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2182 ***********************************************************************
 PE2182  DESIGNATION -  DESERTED 1863
 PE2182  PID         -  PE2182
 PE2182  STATE/COUNTY-  ME/WALDO
 PE2182  USGS QUAD   -  BUCKSPORT (1982)
 PE2182
 PE2182                         *CURRENT SURVEY CONTROL
 PE2182  ___________________________________________________________________
 PE2182* NAD 83(1996)-  44 33 57.19766(N)    068 49 10.45966(W)     ADJUSTED  
 PE2182* NAVD 88     -       122.     (meters)     400.     (feet)  SCALED    
 PE2182  ___________________________________________________________________
 PE2182  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 PE2182  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 PE2182
 PE2182  HORZ ORDER  -  THIRD
 PE2182
 PE2182.The horizontal coordinates were established by classical geodetic methods
 PE2182.and adjusted by the National Geodetic Survey in March 1998..
 PE2182
 PE2182.The orthometric height was scaled from a topographic map.
 PE2182
 PE2182.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2182
 PE2182.The geoid height was determined by GEOID03.
 PE2182
 PE2182;                    North         East     Units Scale Factor Converg.
 PE2182;SPC ME E     -    99,956.252   274,615.745   MT  0.99990792   -0 13 27.3
 PE2182;UTM  19      - 4,934,743.757   514,327.447   MT  0.99960252   +0 07 35.8
 PE2182
 PE2182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2182!SPC ME E     -   0.99998484  x   0.99990792  =   0.99989276
 PE2182!UTM  19      -   0.99998484  x   0.99960252  =   0.99958736
 PE2182
 PE2182                          SUPERSEDED SURVEY CONTROL
 PE2182
 PE2182  NAD 83(1992)-  44 33 57.19489(N)    068 49 10.44562(W) AD(       ) 3
 PE2182  NAD 83(1986)-  44 33 57.19413(N)    068 49 10.44771(W) AD(       ) 3
 PE2182  NAD 27      -  44 33 56.93000(N)    068 49 12.34000(W) AD(       ) 3
 PE2182
 PE2182.Superseded values are not recommended for survey control.
 PE2182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2182.See file dsdata.txt to determine how the superseded data were derived.
 PE2182
 PE2182_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1432734744(NAD 83)
 PE2182
 PE2182  HISTORY     - Date     Condition        Report By
 PE2182  HISTORY     - 1863     MONUMENTED       CGS
 PE2182  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2182  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE2182
 PE2182                          STATION DESCRIPTION
 PE2182
 PE2182'DESCRIBED BY COAST AND GEODETIC SURVEY 1863 (SCM)
 PE2182'STATION IS ON THE OLD HOUSE FOUNDATION ON A HILL ON THE W SIDE
 PE2182'OF PENOBSCOT RIVER ABOUT 1/2 MILE FROM THE SHORE, 3/4 MILE W BY
 PE2182'N FROM PROSPECT FERRY, AND 1-1/4 MILE W FROM BUCKSPORT.  THE
 PE2182'STATION IS MARKED BY AN IRON CONE SUNK BELOW THE SURFACE.
 PE2182
 PE2182                          STATION RECOVERY (1934)
 PE2182
 PE2182'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2182'STATION LOST, THE UNDERGROUND MARK CANNOT BE FOUND WITHOUT
 PE2182'ADEQUATE REFERENCES.
 PE2182
 PE2182                          STATION RECOVERY (1944)
 PE2182
 PE2182'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE2182'STATION COULD NOT BE FOUND AFTER A THOROUGH SEARCH AND SHOULD
 PE2182'BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1873 ***********************************************************************
 PE1873  DESIGNATION -  DESILES WEST HOUSE CHIMNEY
 PE1873  PID         -  PE1873
 PE1873  STATE/COUNTY-  ME/HANCOCK
 PE1873  USGS QUAD   -  SALSBURY COVE (1981)
 PE1873
 PE1873                         *CURRENT SURVEY CONTROL
 PE1873  ___________________________________________________________________
 PE1873* NAD 83(1996)-  44 27 12.77513(N)    068 17 04.96549(W)     ADJUSTED  
 PE1873* NAVD 88     -                                                        
 PE1873  ___________________________________________________________________
 PE1873  LAPLACE CORR-           4.65  (seconds)                    DEFLEC99
 PE1873  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 PE1873
 PE1873  HORZ ORDER  -  THIRD
 PE1873
 PE1873.The horizontal coordinates were established by classical geodetic methods
 PE1873.and adjusted by the National Geodetic Survey in March 1998..
 PE1873
 PE1873
 PE1873.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1873
 PE1873.The geoid height was determined by GEOID03.
 PE1873
 PE1873;                    North         East     Units Scale Factor Converg.
 PE1873;SPC ME E     -    87,446.945   317,133.586   MT  0.99990361   +0 09 02.8
 PE1873;UTM  19      - 4,922,498.282   556,908.897   MT  0.99963983   +0 30 03.4
 PE1873
 PE1873                          SUPERSEDED SURVEY CONTROL
 PE1873
 PE1873  NAD 83(1992)-  44 27 12.76966(N)    068 17 04.96459(W) AD(       ) 4
 PE1873  NAD 83(1986)-  44 27 12.76848(N)    068 17 04.96846(W) AD(       ) 4
 PE1873  NAD 27      -  44 27 12.49000(N)    068 17 06.91000(W) AD(       ) 3
 PE1873
 PE1873.Superseded values are not recommended for survey control.
 PE1873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1873.See file dsdata.txt to determine how the superseded data were derived.
 PE1873
 PE1873_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK5690922498(NAD 83)
 PE1873
 PE1873  HISTORY     - Date     Condition        Report By
 PE1873  HISTORY     - UNK      MONUMENTED
 PE1873  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE1873
 PE1873                          STATION DESCRIPTION
 PE1873
 PE1873'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1873'STATION IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0779 ***********************************************************************
 RF0779  DESIGNATION -  DESOLATION
 RF0779  PID         -  RF0779
 RF0779  STATE/COUNTY-  ME/SOMERSET
 RF0779  USGS QUAD   -  DOUCIE BROOK (1989)
 RF0779
 RF0779                         *CURRENT SURVEY CONTROL
 RF0779  ___________________________________________________________________
 RF0779* NAD 83(1996)-  46 23 19.72587(N)    069 45 04.86347(W)     ADJUSTED  
 RF0779* NAVD 88     -       565.4    (meters)    1855.     (feet)  VERTCON   
 RF0779  ___________________________________________________________________
 RF0779  LAPLACE CORR-           6.99  (seconds)                    DEFLEC99
 RF0779  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 RF0779
 RF0779  HORZ ORDER  -  FIRST
 RF0779
 RF0779.The horizontal coordinates were established by classical geodetic methods
 RF0779.and adjusted by the National Geodetic Survey in March 1998..
 RF0779
 RF0779.The NAVD 88 height was computed by applying the VERTCON shift value to
 RF0779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RF0779
 RF0779.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0779
 RF0779.The geoid height was determined by GEOID03.
 RF0779
 RF0779;                    North         East     Units Scale Factor Converg.
 RF0779;SPC ME W     -   395,170.411   931,944.559   MT  0.99997921   +0 18 02.5
 RF0779;SPC ME E     -   303,249.167   203,757.416   MT  1.00001382   -0 54 21.9
 RF0779;UTM  19      - 5,137,522.992   442,230.088   MT  0.99964102   -0 32 38.5
 RF0779
 RF0779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0779!SPC ME W     -   0.99991539  x   0.99997921  =   0.99989460
 RF0779!SPC ME E     -   0.99991539  x   1.00001382  =   0.99992921
 RF0779!UTM  19      -   0.99991539  x   0.99964102  =   0.99955644
 RF0779
 RF0779|---------------------------------------------------------------------|
 RF0779| PID    Reference Object                     Distance      Geod. Az  |
 RF0779|                                                           dddmmss.s |
 RF0779| DA5393 DESOLATION RM 1                      12.918 METERS 02615     |
 RF0779| DA5394 DESOLATION RM 2                      19.915 METERS 08404     |
 RF0779| RF0772 POLAND                              APPROX.15.7 KM 1271407.4 |
 RF0779|---------------------------------------------------------------------|
 RF0779
 RF0779                          SUPERSEDED SURVEY CONTROL
 RF0779
 RF0779  NAD 83(1992)-  46 23 19.72762(N)    069 45 04.84834(W) AD(       ) 1
 RF0779  NAD 83(1986)-  46 23 19.73633(N)    069 45 04.86196(W) AD(       ) 1
 RF0779  NAD 27      -  46 23 19.62200(N)    069 45 06.63200(W) AD(       ) 1
 RF0779  NGVD 29 (07/19/86)  565.5    (m)         1855.     (f) VERT ANG       
 RF0779
 RF0779.Superseded values are not recommended for survey control.
 RF0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0779.See file dsdata.txt to determine how the superseded data were derived.
 RF0779
 RF0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM4223037523(NAD 83)
 RF0779
 RF0779  HISTORY     - Date     Condition        Report By
 RF0779  HISTORY     - 1955     MONUMENTED       CGS
 RF0779
 RF0779                          STATION DESCRIPTION
 RF0779
 RF0779'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 RF0779'THE STATION IS LOCATED AIRLINE ABOUT 50 MILES NORTH OF ROCKWOOD,
 RF0779'ABOUT 33-1/2-MILES NORTHEAST OF STE. ZACHARIE, CANADA, AND ABOUT
 RF0779'0.25 MILE WEST OF THE NORTHWEST SIDE OF DESOLATION POND ON THE
 RF0779'HIGHEST POINT OF A TIMBERED RIDGE.
 RF0779'
 RF0779'THE STATION IS A STANDARD DISK STAMPED DESOLATION 1955 BRAZED TO
 RF0779'THE TOP OF A 2-INCH IRON PIPE WHICH PROJECTS ABOUT 5 INCHES ABOVE
 RF0779'THE GROUND.  IT IS 98 FEET WEST OF AN ASH TREE WITH A TRIANGULAR
 RF0779'BLAZE.
 RF0779'
 RF0779'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED DESOLATION
 RF0779'NO 1 1955 SET IN A DRILL HOLE IN A LARGE BOULDER WHICH IS ABOUT
 RF0779'FLUSH WITH THE GROUND AND IS ABOUT THE SAME ELEVATION AS THE
 RF0779'STATION.
 RF0779'
 RF0779'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED DESOLATION
 RF0779'NO 2 1955 SET IN A DRILL HOLE IN A LARGE BOULDER WHICH PROJECTS
 RF0779'ABOUT 10 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME ELEVATION
 RF0779'AS THE STATION.
 RF0779'
 RF0779'TO REACH THE STATION FROM GREENVILLE, BY FLOAT PLANE, GO NORTH
 RF0779'FOR ABOUT 64 MILES TO DESOLATION POND AND A CAMPSITE ON THE
 RF0779'NORTHWEST SIDE.  FROM THE CAMPSITE, PACK WEST, FOLLOWING THE
 RF0779'BLAZED TREES FOR ABOUT 0.25 MILE TO THE HIGHEST POINT OF THE
 RF0779'TIMBERED RIDGE, AN ASH TREE WITH A TRIANGULAR BLAZE AND THE
 RF0779'STATION.  THIS IS ABOUT A 30 MINUTE PACK.
 RF0779'
 RF0779'HEIGHT OF LIGHT ABOVE STATION MARK 16.44 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2000 ***********************************************************************
 PE2000  DESIGNATION -  DEVIL
 PE2000  PID         -  PE2000
 PE2000  STATE/COUNTY-  ME/HANCOCK
 PE2000  USGS QUAD   -  STINSON NECK (1983)
 PE2000
 PE2000                         *CURRENT SURVEY CONTROL
 PE2000  ___________________________________________________________________
 PE2000* NAD 83(1996)-  44 13 17.49543(N)    068 32 52.41120(W)     ADJUSTED  
 PE2000* NAVD 88     -        25.     (meters)      82.     (feet)  SCALED    
 PE2000  ___________________________________________________________________
 PE2000  LAPLACE CORR-           4.56  (seconds)                    DEFLEC99
 PE2000  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 PE2000
 PE2000  HORZ ORDER  -  THIRD
 PE2000
 PE2000.The horizontal coordinates were established by classical geodetic methods
 PE2000.and adjusted by the National Geodetic Survey in March 1998..
 PE2000
 PE2000.The orthometric height was scaled from a topographic map.
 PE2000
 PE2000.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2000
 PE2000.The geoid height was determined by GEOID03.
 PE2000
 PE2000;                    North         East     Units Scale Factor Converg.
 PE2000;SPC ME E     -    61,646.066   296,173.469   MT  0.99990018   -0 02 00.2
 PE2000;UTM  19      - 4,896,577.150   536,112.229   MT  0.99961604   +0 18 55.1
 PE2000
 PE2000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2000!SPC ME E     -   0.99999998  x   0.99990018  =   0.99990016
 PE2000!UTM  19      -   0.99999998  x   0.99961604  =   0.99961602
 PE2000
 PE2000|---------------------------------------------------------------------|
 PE2000| PID    Reference Object                     Distance      Geod. Az  |
 PE2000|                                                           dddmmss.s |
 PE2000| CE7897 DEVIL RM 2                           17.870 METERS 09200     |
 PE2000| PE1996 EGG ROCK BEACON                     APPROX. 5.1 KM 1422458.1 |
 PE2000| CE7896 DEVIL RM 1                            5.425 METERS 35025     |
 PE2000|---------------------------------------------------------------------|
 PE2000
 PE2000                          SUPERSEDED SURVEY CONTROL
 PE2000
 PE2000  NAD 83(1992)-  44 13 17.50338(N)    068 32 52.39560(W) AD(       ) 3
 PE2000  NAD 83(1986)-  44 13 17.50804(N)    068 32 52.40364(W) AD(       ) 3
 PE2000  NAD 27      -  44 13 17.23100(N)    068 32 54.33800(W) AD(       ) 3
 PE2000
 PE2000.Superseded values are not recommended for survey control.
 PE2000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2000.See file dsdata.txt to determine how the superseded data were derived.
 PE2000
 PE2000_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ3611296577(NAD 83)
 PE2000
 PE2000  HISTORY     - Date     Condition        Report By
 PE2000  HISTORY     - 1945     MONUMENTED       CGS
 PE2000  HISTORY     - 1956     SEE DESCRIPTION  CGS
 PE2000
 PE2000                          STATION DESCRIPTION
 PE2000
 PE2000'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (IRR)
 PE2000'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 PE2000'GOOD CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE
 PE2000'VERIFIED.  THE ORIGINAL DESCRIPTION IS ADEQUATE AND COMPLETE WITH
 PE2000'THE FOLLOWING ADDITIONS--
 PE2000'
 PE2000'THE STATION MARK IS STAMPED DEVIL 1945.  THE REFERENCE MARKS
 PE2000'ARE STAMPED DEVIL 1945 1 AND 2, RESPECTIVELY.
 PE2000'
 PE2000'THE ARROW AT REFERENCE MARK 2 IS POINTED ABOUT 120 DEG TO THE
 PE2000'N OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1409 ***********************************************************************
 PE1409  DESIGNATION -  DEVLAN
 PE1409  PID         -  PE1409
 PE1409  STATE/COUNTY-  ME/SAGADAHOC
 PE1409  USGS QUAD   -  RICHMOND (1980)
 PE1409
 PE1409                         *CURRENT SURVEY CONTROL
 PE1409  ___________________________________________________________________
 PE1409* NAD 83(1996)-  44 05 57.33098(N)    069 52 04.82940(W)     ADJUSTED  
 PE1409* NAVD 88     -        70.711  (meters)     231.99   (feet)  ADJUSTED  
 PE1409  ___________________________________________________________________
 PE1409  LAPLACE CORR-           1.99  (seconds)                    DEFLEC99
 PE1409  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 PE1409  DYNAMIC HT  -          70.703 (meters)     231.96  (feet)  COMP
 PE1409  MODELED GRAV-     980,515.3   (mgal)                       NAVD 88
 PE1409
 PE1409  HORZ ORDER  -  SECOND
 PE1409  VERT ORDER  -  SECOND    CLASS I
 PE1409
 PE1409.The horizontal coordinates were established by classical geodetic methods
 PE1409.and adjusted by the National Geodetic Survey in March 1998..
 PE1409
 PE1409.The orthometric height was determined by differential leveling
 PE1409.and adjusted by the National Geodetic Survey in June 1991..
 PE1409
 PE1409.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1409
 PE1409.The geoid height was determined by GEOID03.
 PE1409
 PE1409.The dynamic height is computed by dividing the NAVD 88
 PE1409.geopotential number by the normal gravity value computed on the
 PE1409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1409.degrees latitude (g = 980.6199 gals.).
 PE1409
 PE1409.The modeled gravity was interpolated from observed gravity values.
 PE1409
 PE1409;                    North         East     Units Scale Factor Converg.
 PE1409;SPC ME W     -   140,685.298   923,913.497   MT  0.99997370   +0 12 28.2
 PE1409;UTM  19      - 4,883,263.615   430,524.253   MT  0.99965936   -0 36 14.7
 PE1409
 PE1409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1409!SPC ME W     -   0.99999298  x   0.99997370  =   0.99996668
 PE1409!UTM  19      -   0.99999298  x   0.99965936  =   0.99965234
 PE1409
 PE1409:                Primary Azimuth Mark                     Grid Az
 PE1409:SPC ME W     -  POLAND 2                                 022 21 17.0
 PE1409:UTM  19      -  POLAND 2                                 023 09 59.9
 PE1409
 PE1409|---------------------------------------------------------------------|
 PE1409| PID    Reference Object                     Distance      Geod. Az  |
 PE1409|                                                           dddmmss.s |
 PE1409| PE1407 POLAND 2                            APPROX. 3.6 KM 0223345.2 |
 PE1409| PE1412 DEVLAN RM 1                          24.376 METERS 08804     |
 PE1409| PE1413 DEVLAN RM 2                          26.407 METERS 21721     |
 PE1409| PF1053 LITCHFIELD RAD STA WBLM MAST        APPROX.13.2 KM 2925209.1 |
 PE1409| PF1054 LITCHFIELD TV STA WCBB MAST         APPROX.12.9 KM 2982059.2 |
 PE1409|---------------------------------------------------------------------|
 PE1409
 PE1409                          SUPERSEDED SURVEY CONTROL
 PE1409
 PE1409  NAD 83(1992)-  44 05 57.32978(N)    069 52 04.82867(W) AD(       ) 2
 PE1409  NAD 83(1986)-  44 05 57.33511(N)    069 52 04.83356(W) AD(       ) 2
 PE1409  NAD 27      -  44 05 57.06274(N)    069 52 06.66054(W) AD(       ) 2
 PE1409  NGVD 29 (??/??/92)   70.915  (m)          232.66   (f) ADJ UNCH    2 1
 PE1409
 PE1409.Superseded values are not recommended for survey control.
 PE1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1409.See file dsdata.txt to determine how the superseded data were derived.
 PE1409
 PE1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3052483264(NAD 83)
 PE1409_MARKER: DD = SURVEY DISK
 PE1409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1409_STAMPING: DEVLAN 1974
 PE1409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1409+STABILITY: SURFACE MOTION
 PE1409
 PE1409  HISTORY     - Date     Condition        Report By
 PE1409  HISTORY     - 1974     MONUMENTED       MEDT
 PE1409  HISTORY     - 1974     GOOD             MEDT
 PE1409  HISTORY     - 19920717 GOOD             USPSQD
 PE1409
 PE1409                          STATION DESCRIPTION
 PE1409
 PE1409'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 PE1409'0.2 MI E FROM RICHMOND.
 PE1409'ABOUT 0.15 MILES EASTERLY ALONG STATE HIGHWAY 197 FROM THE STATE
 PE1409'HIGHWAY 197 OVERPASS CROSSING I-95 IN RICHMOND.  A DISK SET FLUSH
 PE1409'IN THE TOP OF A CYLINDRICAL CONCRETE POST 135 FEET SOUTH OF
 PE1409'THE CENTERLINE OF STATE ROUTE 197, 107 FEET SOUTHEAST OF THE
 PE1409'CENTERLINE OF I-95 EXIT RAMP NEAR THE TOP OF A KNOLL AND ABOUT
 PE1409'25 FEET NORTHERLY FROM THE WOODS LINE.
 PE1409
 PE1409                          STATION RECOVERY (1974)
 PE1409
 PE1409'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1974 (RCA)
 PE1409'THE STATION IS LOCATED ON THE EAST SIDE OF THE NORTHBOUND EXIT
 PE1409'RAMP OF INTERSTATE 95 AT THE RICHMOND (STATE ROUTE 197) INTERCHANGE
 PE1409'IN THE TOWN OF RICHMOND, 1.4 MILES EAST-SOUTHEAST OF RICHMOND
 PE1409'CORNER, 3.4 MILES WEST-NORTHWEST OF RICHMOND, 6.3 MILES
 PE1409'NORTH-NORTHEAST OF BOWDOINHAM, AND ON PROPERTY OF THE STATE OF
 PE1409'MAINE.
 PE1409'
 PE1409'TO REACH FROM THE INTERSECTION OF U.S. ROUTE 201 AND STATE ROUTE
 PE1409'197, GO EASTERLY ON STATE ROUTE 197 0.15 MILES TO THE JUNCTION OF
 PE1409'STATE ROUTE 138.  CONTINUE EASTERLY ON STATE ROUTE 197 1.1 MILES
 PE1409'TO THE INTERSECTION OF INTERSTATE 95 AND STATE ROUTE 197, AND
 PE1409'THE STATION ON THE RIGHT.
 PE1409'
 PE1409'THE STATION MARK IS A STANDARD MAINE DEPARTMENT OF
 PE1409'TRANSPORTATION DISK SET IN A 12 INCH DIAMETER CONCRETE POST,
 PE1409'FLUSH WITH THE GROUND, AND STAMPED DEVLAN 1974.  THE
 PE1409'UNDERGROUND-STATION MARK IS AN ALUMINUM DISK SET IN AN IRREGULAR
 PE1409'MASS OF CONCRETE, 54 INCHES BELOW THE SURFACE OF THE GROUND, AND
 PE1409'IS STAMPED DEVLAN 1974.  THE STATION MARK IS 107.5 FEET EAST
 PE1409'OF THE NORTHBOUND EXIT RAMP OF INTERSTATE 95, AND 129.0 FEET
 PE1409'SOUTH OF THE CENTERLINE OF STATE ROUTE 197.
 PE1409'
 PE1409'REFERENCE MARK 1 IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 PE1409'DISK SET IN A 12 INCH DIAMETER CONCRETE POST, SET 2 INCHES BELOW
 PE1409'THE SURFACE OF THE GROUND, AND STAMPED DEVLAN RM 1 1974.  IT IS
 PE1409'108.5 FEET SOUTH OF THE CENTERLINE OF STATE ROUTE 197, 33 FEET
 PE1409'NORTHWEST OF A 12 INCH BIRCH TREE, AND 187.5 FEET EAST OF THE
 PE1409'NORTHBOUND EXIT RAMP OF INTERSTATE 95.
 PE1409'
 PE1409'REFERENCE MARK 2 IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 PE1409'DISK SET IN A 12 INCH DIAMETER CONCRETE POST, FLUSH WITH THE
 PE1409'GROUND, AND STAMPED DEVLAN RM 2 1974.  IT IS 112.0 FEET EAST OF THE
 PE1409'NORTHBOUND EXIT RAMP OF INTERSTATE 95, 3.0 FEET WEST OF THE RIGHT
 PE1409'OF WAY LINE, AND 215.5 FEET SOUTH OF THE CENTERLINE OF STATE ROUTE
 PE1409'197.
 PE1409'
 PE1409'NO AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 PE1409'
 PE1409'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 PE1409
 PE1409                          STATION RECOVERY (1992)
 PE1409
 PE1409'RECOVERY NOTE BY US POWER SQUADRON 1992 (AMW)
 PE1409'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1412 ***********************************************************************
 PE1412  DESIGNATION -  DEVLAN RM 1
 PE1412  PID         -  PE1412
 PE1412  STATE/COUNTY-  ME/SAGADAHOC
 PE1412  USGS QUAD   -  RICHMOND (1980)
 PE1412
 PE1412                         *CURRENT SURVEY CONTROL
 PE1412  ___________________________________________________________________
 PE1412* NAD 83(1986)-  44 05 52.     (N)    069 51 27.     (W)     SCALED    
 PE1412* NAVD 88     -        71.185  (meters)     233.55   (feet)  ADJUSTED  
 PE1412  ___________________________________________________________________
 PE1412  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 PE1412  DYNAMIC HT  -          71.177 (meters)     233.52  (feet)  COMP
 PE1412  MODELED GRAV-     980,515.3   (mgal)                       NAVD 88
 PE1412
 PE1412  VERT ORDER  -  SECOND    CLASS I
 PE1412
 PE1412.The horizontal coordinates were scaled from a topographic map and have
 PE1412.an estimated accuracy of +/- 6 seconds.
 PE1412
 PE1412.The orthometric height was determined by differential leveling
 PE1412.and adjusted by the National Geodetic Survey in June 1991..
 PE1412
 PE1412.The geoid height was determined by GEOID03.
 PE1412
 PE1412.The dynamic height is computed by dividing the NAVD 88
 PE1412.geopotential number by the normal gravity value computed on the
 PE1412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1412.degrees latitude (g = 980.6199 gals.).
 PE1412
 PE1412.The modeled gravity was interpolated from observed gravity values.
 PE1412
 PE1412;                    North         East    Units  Estimated Accuracy
 PE1412;SPC ME W     -   140,520.      924,760.      MT  (+/- 180 meters Scaled)
 PE1412
 PE1412                          SUPERSEDED SURVEY CONTROL
 PE1412
 PE1412  NGVD 29 (??/??/92)   71.389  (m)          234.22   (f) ADJ UNCH    2 1
 PE1412
 PE1412.Superseded values are not recommended for survey control.
 PE1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1412.See file dsdata.txt to determine how the superseded data were derived.
 PE1412
 PE1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ313830(NAD 83)
 PE1412_MARKER: DD = SURVEY DISK
 PE1412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1412_STAMPING: DEVLAN RM 1 1974
 PE1412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1412+STABILITY: SURFACE MOTION
 PE1412
 PE1412  HISTORY     - Date     Condition        Report By
 PE1412  HISTORY     - 1974     MONUMENTED       MEDT
 PE1412  HISTORY     - 19920717 GOOD             USPSQD
 PE1412
 PE1412                          STATION DESCRIPTION
 PE1412
 PE1412'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 PE1412'0.2 MI E FROM RICHMOND.
 PE1412'ABOUT 0.15 MILES EASTERLY ALONG STATE HIGHWAY 197 FROM THE STATE
 PE1412'HIGHWAY 197 OVERPASS CROSSING I-95 IN RICHMOND.  A DISK SET FLUSH
 PE1412'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES, 108 1/2
 PE1412'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 18 FEET NORTH OF
 PE1412'THE WOODS LINE AT 79.98 FEET EAST OF THE STATION MARK.  ALSO
 PE1412'187 1/2 FEET EAST OF THE I-95 NORTHBOUND EXIT RAMP TO STATE
 PE1412'HIGHWAY 197.
 PE1412
 PE1412                          STATION RECOVERY (1992)
 PE1412
 PE1412'RECOVERY NOTE BY US POWER SQUADRON 1992 (AMW)
 PE1412'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1413 ***********************************************************************
 PE1413  DESIGNATION -  DEVLAN RM 2
 PE1413  PID         -  PE1413
 PE1413  STATE/COUNTY-  ME/SAGADAHOC
 PE1413  USGS QUAD   -  RICHMOND (1980)
 PE1413
 PE1413                         *CURRENT SURVEY CONTROL
 PE1413  ___________________________________________________________________
 PE1413* NAD 83(1986)-  44 05 52.     (N)    069 51 27.     (W)     SCALED    
 PE1413* NAVD 88     -        71.497  (meters)     234.57   (feet)  ADJUSTED  
 PE1413  ___________________________________________________________________
 PE1413  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 PE1413  DYNAMIC HT  -          71.490 (meters)     234.55  (feet)  COMP
 PE1413  MODELED GRAV-     980,515.3   (mgal)                       NAVD 88
 PE1413
 PE1413  VERT ORDER  -  SECOND    CLASS I
 PE1413
 PE1413.The horizontal coordinates were scaled from a topographic map and have
 PE1413.an estimated accuracy of +/- 6 seconds.
 PE1413
 PE1413.The orthometric height was determined by differential leveling
 PE1413.and adjusted by the National Geodetic Survey in June 1991..
 PE1413
 PE1413.The geoid height was determined by GEOID03.
 PE1413
 PE1413.The dynamic height is computed by dividing the NAVD 88
 PE1413.geopotential number by the normal gravity value computed on the
 PE1413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1413.degrees latitude (g = 980.6199 gals.).
 PE1413
 PE1413.The modeled gravity was interpolated from observed gravity values.
 PE1413
 PE1413;                    North         East    Units  Estimated Accuracy
 PE1413;SPC ME W     -   140,520.      924,760.      MT  (+/- 180 meters Scaled)
 PE1413
 PE1413                          SUPERSEDED SURVEY CONTROL
 PE1413
 PE1413  NGVD 29 (??/??/92)   71.702  (m)          235.24   (f) ADJ UNCH    2 1
 PE1413
 PE1413.Superseded values are not recommended for survey control.
 PE1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1413.See file dsdata.txt to determine how the superseded data were derived.
 PE1413
 PE1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ313830(NAD 83)
 PE1413_MARKER: DD = SURVEY DISK
 PE1413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1413_STAMPING: DEVLAN RM 2 1974
 PE1413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1413+STABILITY: SURFACE MOTION
 PE1413
 PE1413  HISTORY     - Date     Condition        Report By
 PE1413  HISTORY     - 1974     MONUMENTED       MEDT
 PE1413  HISTORY     - 19920717 GOOD             USPSQD
 PE1413
 PE1413                          STATION DESCRIPTION
 PE1413
 PE1413'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 PE1413'0.2 MI E FROM RICHMOND.
 PE1413'ABOUT 0.15 MILES EASTERLY ALONG STATE HIGHWAY 197 FROM THE STATE
 PE1413'HIGHWAY 197 OVERPASS CROSSING I-95 IN RICHMOND.  A DISK SET
 PE1413'FLUSH IN THE TOP OF A CONCRETE POST, FLUSH WITH THE GROUND, 86.69
 PE1413'FEET SOUTHWEST OF THE STATION MARK DESCRIBED, 122 FEET SOUTHEAST
 PE1413'FROM THE CENTER OF I-95 NORTHBOUND EXIT RAMP, 23 FEET SOUTHWEST
 PE1413'FROM A R/W MONUMENT, 6 FEET WEST OF WOODS LINE AND 3 FEET WEST
 PE1413'OF R/W FENCE AND 215 FEET SOUTH OF STATE HIGHWAY 197 CENTERLINE.
 PE1413
 PE1413                          STATION RECOVERY (1992)
 PE1413
 PE1413'RECOVERY NOTE BY US POWER SQUADRON 1992 (AMW)
 PE1413'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1503 ***********************************************************************
 OC1503  DESIGNATION -  DEVOE
 OC1503  PID         -  OC1503
 OC1503  STATE/COUNTY-  ME/CUMBERLAND
 OC1503  USGS QUAD   -  YARMOUTH (1975)
 OC1503
 OC1503                         *CURRENT SURVEY CONTROL
 OC1503  ___________________________________________________________________
 OC1503* NAD 83(1996)-  43 45 04.36906(N)    070 13 23.39734(W)     ADJUSTED  
 OC1503* NAVD 88     -        57.0    (meters)     187.     (feet)  VERTCON   
 OC1503  ___________________________________________________________________
 OC1503  LAPLACE CORR-           3.44  (seconds)                    DEFLEC99
 OC1503  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 OC1503
 OC1503  HORZ ORDER  -  SECOND
 OC1503
 OC1503.The horizontal coordinates were established by classical geodetic methods
 OC1503.and adjusted by the National Geodetic Survey in March 1998..
 OC1503
 OC1503.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC1503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC1503
 OC1503.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1503
 OC1503.The geoid height was determined by GEOID03.
 OC1503
 OC1503;                    North         East     Units Scale Factor Converg.
 OC1503;SPC ME W     -   101,973.216   895,449.668   MT  0.99996692   -0 02 20.7
 OC1503;UTM  19      - 4,844,968.240   401,524.574   MT  0.99971928   -0 50 45.3
 OC1503
 OC1503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1503!SPC ME W     -   0.99999517  x   0.99996692  =   0.99996209
 OC1503!UTM  19      -   0.99999517  x   0.99971928  =   0.99971445
 OC1503
 OC1503|---------------------------------------------------------------------|
 OC1503| PID    Reference Object                     Distance      Geod. Az  |
 OC1503|                                                           dddmmss.s |
 OC1503| CE7323 DEVOE RM 1                           52.846 METERS 01745     |
 OC1503| OC1488 YARMOUTH YELLOW SPIRE               APPROX. 6.2 KM 0204403.0 |
 OC1503| OC1507 YARMOUTH MUN S TANK                 APPROX. 5.1 KM 0232521.7 |
 OC1503| OC1498 YARMOUTH FIRST PARISH CONG CH       APPROX. 6.2 KM 0310140.7 |
 OC1503| OC1500 YARMOUTH CENTRAL UNIVERSAL CH       APPROX. 6.3 KM 0313447.7 |
 OC1503| OC1506 YARMOUTH N MUN STANDPIPE            APPROX. 8.1 KM 0320205.2 |
 OC1503| OC1482 HARPSWELL NECK TANK                 APPROX.17.3 KM 0824055.3 |
 OC1503| OC1502 YARMOUTH COUSINS IS CMP MAST        APPROX. 5.9 KM 0903416.0 |
 OC1503| OC1768 FALMOUTH STANDPIPE                  APPROX. 1.6 KM 1440757.7 |
 OC1503| OC1797 WEST GRAVES                         APPROX. 7.1 KM 2083108.6 |
 OC1503| CE7324 DEVOE RM 2                           41.688 METERS 24654     |
 OC1503| OC1967 FALMOUTH TV STA WCSH MAST           APPROX. 8.3 KM 2785002.3 |
 OC1503| OC1986 RAYMOND TV MAST WGAN                APPROX.28.9 KM 3115512.2 |
 OC1503| OC1968 CUMBERLAND CTR TANK                 APPROX. 6.1 KM 3374358.1 |
 OC1503|---------------------------------------------------------------------|
 OC1503
 OC1503                          SUPERSEDED SURVEY CONTROL
 OC1503
 OC1503  NAD 83(1992)-  43 45 04.36767(N)    070 13 23.39786(W) AD(       ) 2
 OC1503  NAD 83(1986)-  43 45 04.37356(N)    070 13 23.40320(W) AD(       ) 2
 OC1503  NAD 27      -  43 45 04.08401(N)    070 13 25.22800(W) AD(       ) 2
 OC1503  NGVD 29 (07/19/86)   57.2    (m)          188.     (f) VERT ANG       
 OC1503
 OC1503.Superseded values are not recommended for survey control.
 OC1503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1503.See file dsdata.txt to determine how the superseded data were derived.
 OC1503
 OC1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0152544968(NAD 83)
 OC1503_MARKER: DD = SURVEY DISK
 OC1503_SETTING: 0 = UNSPECIFIED SETTING
 OC1503
 OC1503  HISTORY     - Date     Condition        Report By
 OC1503  HISTORY     - 1975     MONUMENTED       MEDT
 OC1503
 OC1503                          STATION DESCRIPTION
 OC1503
 OC1503'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975 (RCA)
 OC1503'THE STATION IS LOCATED ABOUT 6.8 MILES NORTHEAST OF PORTLAND,
 OC1503'4 MILES SOUTHWEST OF YARMOUTH, 2.2 MILES NORTH OF FALMOUTH, 150
 OC1503'FEET NORTHEAST OF THE CUMBERLAND-FALMOUTH TOWN LINE, AND ON
 OC1503'PROPERTY OWNED BY MR. ALBERT DEVOE, 108 NOYES ST, PORTLAND,
 OC1503'MAINE.
 OC1503'
 OC1503'TO REACH THE STATION FROM THE U.S. POST OFFICE IN FALMOUTH, GO
 OC1503'NORTHEAST ON U.S. ROUTE 1 FOR 0.7 MILES TO A SIDE ROAD ON THE LEFT
 OC1503'(BUCKNAM ROAD), CONTINUE NORTHEAST ON U.S. ROUTE 1 FOR 1.10
 OC1503'MILES TO A CROSSROAD (JOHNSON ROAD), TURN LEFT AND GO
 OC1503'NORTH-NORTHWEST ON THE JOHNSON ROAD FOR 0.2 MILES TO WHERE THE
 OC1503'JOHNSON ROAD CROSSES INTERSTATE 95, CONTINUE NORTH-NORTHWEST ON
 OC1503'THE JOHNSON ROAD FOR 0.30 MILES TO A T-JUNCTION (MIDDLE ROAD),
 OC1503'TURN RIGHT AND GO NORTHEAST FOLLOWING MIDDLE ROAD FOR 0.55
 OC1503'MILES TO THE CUMBERLAND-FALMOUTH TOWN LINE, CONTINUE NORTHEAST
 OC1503'150 FEET TO THE STATION ON THE RIGHT.
 OC1503'
 OC1503'THE STATION IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 OC1503'DISK SET IN A DRILL HOLE IN LEDGE 20 INCHES BELOW THE SURFACE OF
 OC1503'THE GROUND, AND STAMPED 1974 DEVOE.  IT IS 150 FEET NORTHEAST OF
 OC1503'THE CUMBERLAND-FALMOUTH TOWN LINE MARKER POST, 30.4 FEET
 OC1503'SOUTH-SOUTHEAST OF THE CENTERLINE OF MIDDLE ROAD, 67.9 FEET
 OC1503'SOUTH OF A POWER POLE NUMBER NET AND T 187/CMP 285, AND 127 FEET
 OC1503'EAST-NORTHEAST OF A POWER POLE NUMBER NET AND T 186/CMP 284.
 OC1503'
 OC1503'REFERENCE MARK 1 IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 OC1503'DISK SET IN A DRILL HOLE IN OUTCROPPING BEDROCK, AND STAMPED RM
 OC1503'1 1974 DEVOE, AND SET FLUSH WITH THE SURFACE OF THE GROUND.  IT
 OC1503'IS 20.9 FEET NORTHWEST OF THE CENTERLINE OF MIDDLE ROAD, 20.6
 OC1503'FEET SOUTH-SOUTHEAST OF A POWER POLE NUMBER NET AND T 188/CMP
 OC1503'286, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
 OC1503'
 OC1503'REFERENCE MARK 2 IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 OC1503'DISK SET IN A DRILL HOLE IN OUTCROPPING BEDROCK, FLUSH WITH THE
 OC1503'SURFACE OF THE GROUND, AND STAMPED RM 2 1974 DEVOE.  IT IS 43
 OC1503'FEET NORTHWEST OF THE CENTERLINE OF MIDDLE ROAD, 16.5 FEET
 OC1503'WEST-NORTHWEST OF A POWER POLE NUMBER NET AND T 186/CMP 284, 67.5
 OC1503'FEET NORTH-NORTHWEST OF THE CUMBERLAND-FALMOUTH TOWN LINE MARKER
 OC1503'POST, 6.1 FEET NORTHWEST OF A METAL WITNESS POST AND SIGN, 8
 OC1503'FEET SOUTHEAST OF A STONE WALL, AND ABOUT 1 FEET HIGHER THAN THE
 OC1503'ROAD.
 OC1503'
 OC1503'THERE IS NO SUITABLE LOCATION FOR AN AZIMUTH MARK AT THIS
 OC1503'STATION.
 OC1503'
 OC1503'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2587 ***********************************************************************
 OC2587  DESIGNATION -  DIAMOND
 OC2587  PID         -  OC2587
 OC2587  STATE/COUNTY-  ME/YORK
 OC2587  USGS QUAD   -  MILTON (1983)
 OC2587
 OC2587                         *CURRENT SURVEY CONTROL
 OC2587  ___________________________________________________________________
 OC2587* NAD 83(1996)-  43 23 32.18550(N)    070 53 26.40737(W)     ADJUSTED  
 OC2587* NAVD 88     -       110.9    (meters)     364.     (feet)  VERTCON   
 OC2587  ___________________________________________________________________
 OC2587  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 OC2587  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 OC2587
 OC2587  HORZ ORDER  -  SECOND
 OC2587
 OC2587.The horizontal coordinates were established by classical geodetic methods
 OC2587.and adjusted by the National Geodetic Survey in March 1998..
 OC2587
 OC2587.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2587
 OC2587.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2587
 OC2587.The geoid height was determined by GEOID03.
 OC2587
 OC2587;                    North         East     Units Scale Factor Converg.
 OC2587;SPC ME W     -    62,347.986   841,342.983   MT  1.00000897   -0 29 50.6
 OC2587;UTM  19      - 4,806,113.568   346,877.070   MT  0.99988842   -1 17 56.8
 OC2587
 OC2587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2587!SPC ME W     -   0.99998681  x   1.00000897  =   0.99999578
 OC2587!UTM  19      -   0.99998681  x   0.99988842  =   0.99987523
 OC2587
 OC2587|---------------------------------------------------------------------|
 OC2587| PID    Reference Object                     Distance      Geod. Az  |
 OC2587|                                                           dddmmss.s |
 OC2587| OC2586 DIAMOND RM 1                         27.803 METERS 00930     |
 OC2587| CE7325 DIAMOND RM 2                         16.703 METERS 14410     |
 OC2587| OC2588 DIAMOND AZ MK                       346.929 METERS 31901     |
 OC2587|---------------------------------------------------------------------|
 OC2587
 OC2587                          SUPERSEDED SURVEY CONTROL
 OC2587
 OC2587  NAD 83(1992)-  43 23 32.18352(N)    070 53 26.40875(W) AD(       ) 2
 OC2587  NAD 83(1986)-  43 23 32.19060(N)    070 53 26.41627(W) AD(       ) 2
 OC2587  NAD 27      -  43 23 31.89583(N)    070 53 28.19617(W) AD(       ) 2
 OC2587  NGVD 29 (07/19/86)  111.1    (m)          365.     (f) VERT ANG       
 OC2587
 OC2587.Superseded values are not recommended for survey control.
 OC2587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2587.See file dsdata.txt to determine how the superseded data were derived.
 OC2587
 OC2587_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ4687706114(NAD 83)
 OC2587_MARKER: DS = TRIANGULATION STATION DISK
 OC2587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC2587_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC2587
 OC2587  HISTORY     - Date     Condition        Report By
 OC2587  HISTORY     - 1976     MONUMENTED       NGS
 OC2587
 OC2587                          STATION DESCRIPTION
 OC2587
 OC2587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2587'THE STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF
 OC2587'SANFORD, 7.75 MILES NORTH-NORTHEAST OF ROCHESTER
 OC2587'NEW HAMPSHIRE AND 8.5 MILES SOUTH-SOUTHWEST OF
 OC2587'MILTON MILLS NEW HAMPSHIRE.
 OC2587'
 OC2587'TO REACH THE STATION FROM THE POST OFFICE IN EAST
 OC2587'LEBANON, GO SOUTHWEST ON U.S. HIGHWAY 202 FOR 2.3
 OC2587'MILES TO A CROSSROAD.  TURN RIGHT, GO NORTHWEST
 OC2587'ON CENTER LEBANON ROAD FOR 1.05 MILES TO A SIDE ROAD
 OC2587'RIGHT AND THE STATION ON THE RIGHT IN THE EAST
 OC2587'CORNER OF THE INTERSECTION.
 OC2587'
 OC2587'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE
 OC2587'NORTHWEST ON CENTER LEBANON ROAD FOR 0.20 MILES TO
 OC2587'THE AZIMUTH MARK ON THE LEFT.
 OC2587'
 OC2587'THE STATION MARK IS A STANDARD DISK STAMPED--DIAMOND 1975-- SET
 OC2587'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST WHICH IS FLUSH
 OC2587'WITH THE GROUND SURFACE, NO UNDERGROUND STATION MARK WAS SET
 OC2587'BECAUSE OF SUBSURFACE WATER. IT IS 29.0 FEET NORTHEAST OF THE
 OC2587'CENTERLINE OF THE CENTER ROAD, 44.5 FEET SOUTHEAST OF THE
 OC2587'OF CENTERLINE OF LOVER CROSS ROAD AND 4.0 FEET WEST OF A
 OC2587'METAL WITNESS POST.
 OC2587'
 OC2587'REFERENCE MARK, 1 IS A STANDARD REFERENCE MARK DISK
 OC2587'STAMPED--DIAMOND NO 1 1975--SET IN THE TOP OF A
 OC2587'12-INCH CYLINDRICAL CONCRETE POST WHICH IS ABOUT
 OC2587'2-INCHES BELOW THE GROUND SURFACE.  IT IS 92.0 FEET
 OC2587'NORTHEAST OF THE CENTERLINE OF CENTER ROAD, 19.5 FEET
 OC2587'NORTHWEST OF LOWER CROSS ROAD AND 4.0 FEET SOUTHWEST
 OC2587'OF A METAL WITNESS POST.
 OC2587'
 OC2587'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK
 OC2587'STAMPED--DIAMOND NO 2 1975--SET, IN THE TOP OF A 12-INCH
 OC2587'CYLINDRICAL CONCRETE POST WHICH IS FLUSH WITH THE GROUND
 OC2587'SURFACE. IT IS 23.0 FEET NORTHEAST OF THE CENTERLINE
 OC2587'OF CENTER ROAD,  99.0 FEET SOUTHEAST OF THE CENTERLINE
 OC2587'OF LOWER CROSS ROAD AND 4.2 FEET SOUTHWEST OF A METAL
 OC2587'WITNESS POST.
 OC2587'
 OC2587'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED-
 OC2587'DIAMOND AZ 1975--SET IN THE TOP OF A CYLINDRICAL CONCRETE
 OC2587'POST WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 18.5
 OC2587'FEET SOUTHWEST OF THE CENTERLINE OF CENTER ROAD, 36.0 FEET
 OC2587'SOUTHWEST OF POWRER POLE NUMBER J 16 1/2 AND 3.0 FEET
 OC2587'SOUTHEAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1748 ***********************************************************************
 OC1748  DESIGNATION -  DIAMOND LEDGE BEACON
 OC1748  PID         -  OC1748
 OC1748  STATE/COUNTY-  ME/CUMBERLAND
 OC1748  USGS QUAD   -  PORTLAND EAST (1975)
 OC1748
 OC1748                         *CURRENT SURVEY CONTROL
 OC1748  ___________________________________________________________________
 OC1748* NAD 83(1996)-  43 39 47.09206(N)    070 13 29.88204(W)     ADJUSTED  
 OC1748* NAVD 88     -                                                        
 OC1748  ___________________________________________________________________
 OC1748  LAPLACE CORR-           3.53  (seconds)                    DEFLEC99
 OC1748  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 OC1748
 OC1748  HORZ ORDER  -  THIRD
 OC1748
 OC1748.The horizontal coordinates were established by classical geodetic methods
 OC1748.and adjusted by the National Geodetic Survey in March 1998..
 OC1748
 OC1748
 OC1748.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1748
 OC1748.The geoid height was determined by GEOID03.
 OC1748
 OC1748;                    North         East     Units Scale Factor Converg.
 OC1748;SPC ME W     -    92,181.547   895,297.711   MT  0.99996694   -0 02 24.9
 OC1748;UTM  19      - 4,835,182.099   401,234.930   MT  0.99971998   -0 50 44.9
 OC1748
 OC1748                          SUPERSEDED SURVEY CONTROL
 OC1748
 OC1748  NAD 83(1992)-  43 39 47.09036(N)    070 13 29.88284(W) AD(       ) 4
 OC1748  NAD 83(1986)-  43 39 47.09640(N)    070 13 29.88836(W) AD(       ) 4
 OC1748  NAD 27      -  43 39 46.80500(N)    070 13 31.73000(W) AD(       ) 3
 OC1748
 OC1748.Superseded values are not recommended for survey control.
 OC1748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1748.See file dsdata.txt to determine how the superseded data were derived.
 OC1748
 OC1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0123535182(NAD 83)
 OC1748
 OC1748  HISTORY     - Date     Condition        Report By
 OC1748  HISTORY     - 1941     MONUMENTED       CGS
 OC1748
 OC1748                          STATION DESCRIPTION
 OC1748
 OC1748'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1748'THIS INTERSECTION STATION IS THE DIAMOND ISLAND LEDGE BEACON
 OC1748'LOCATED NEAR THE SW EDGE OF LITTLE DIAMOND ISLAND, CASCO BAY, MAINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1746 ***********************************************************************
 OC1746  DESIGNATION -  DIAMOND RESET
 OC1746  PID         -  OC1746
 OC1746  STATE/COUNTY-  ME/CUMBERLAND
 OC1746  USGS QUAD   -  PORTLAND EAST (1975)
 OC1746
 OC1746                         *CURRENT SURVEY CONTROL
 OC1746  ___________________________________________________________________
 OC1746* NAD 83(1996)-  43 39 46.55703(N)    070 12 36.41170(W)     ADJUSTED  
 OC1746* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 OC1746  ___________________________________________________________________
 OC1746  LAPLACE CORR-           3.47  (seconds)                    DEFLEC99
 OC1746  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 OC1746
 OC1746  HORZ ORDER  -  THIRD
 OC1746
 OC1746.The horizontal coordinates were established by classical geodetic methods
 OC1746.and adjusted by the National Geodetic Survey in March 1998..
 OC1746
 OC1746.The orthometric height was scaled from a topographic map.
 OC1746
 OC1746.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1746
 OC1746.The geoid height was determined by GEOID03.
 OC1746
 OC1746;                    North         East     Units Scale Factor Converg.
 OC1746;SPC ME W     -    92,164.300   896,495.675   MT  0.99996682   -0 01 48.0
 OC1746;UTM  19      - 4,835,148.021   402,432.236   MT  0.99971709   -0 50 08.0
 OC1746
 OC1746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1746!SPC ME W     -   1.00000397  x   0.99996682  =   0.99997079
 OC1746!UTM  19      -   1.00000397  x   0.99971709  =   0.99972106
 OC1746
 OC1746|---------------------------------------------------------------------|
 OC1746| PID    Reference Object                     Distance      Geod. Az  |
 OC1746|                                                           dddmmss.s |
 OC1746| CE7326 DIAMOND RM 1                          6.860 METERS 03041     |
 OC1746| OC1615 PORTLAND BREAKWATER LIGHTHOUSE      APPROX. 2.2 KM 2473558.7 |
 OC1746| CE7327 DIAMOND RM 2                         10.210 METERS 32519     |
 OC1746|---------------------------------------------------------------------|
 OC1746
 OC1746                          SUPERSEDED SURVEY CONTROL
 OC1746
 OC1746  NAD 83(1992)-  43 39 46.55538(N)    070 12 36.41248(W) AD(       ) 3
 OC1746  NAD 83(1986)-  43 39 46.56139(N)    070 12 36.41814(W) AD(       ) 3
 OC1746  NAD 27      -  43 39 46.27700(N)    070 12 38.25600(W) AD(       ) 3
 OC1746
 OC1746.Superseded values are not recommended for survey control.
 OC1746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1746.See file dsdata.txt to determine how the superseded data were derived.
 OC1746
 OC1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0243235148(NAD 83)
 OC1746
 OC1746  HISTORY     - Date     Condition        Report By
 OC1746  HISTORY     - 1911     MONUMENTED       USE
 OC1746  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1746  HISTORY     - 1941     SEE DESCRIPTION  CGS
 OC1746
 OC1746                          STATION DESCRIPTION
 OC1746
 OC1746'DESCRIBED BY US ENGINEERS 1911
 OC1746'STATION IS ON THE S END OF LITTLE DIAMOND ISLAND, ON A POINT
 OC1746'OF ROCK 15 METERS S OF THE CASINO AND 6 METERS W OF THE WHARF,
 OC1746'AND MARKED BY A DRILL HOLE SURROUNDED BY A TRIANGLE CUT IN THE
 OC1746'ROCK.  THREE SMALL IRON RODS ARE SET IN THE ROCK, RESPECTIVELY,
 OC1746'0.81 METER W, 2.20 METERS N, AND 2.31 METERS SE OF THE STATION.
 OC1746
 OC1746                          STATION RECOVERY (1933)
 OC1746
 OC1746'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1746'STATION IS ON THE SOUTHERNMOST POINT OF LITTLE DIAMOND ISLAND
 OC1746'ON THE ROCK LEDGE JUST W OF LITTLE DIAMOND WHARF.  IT IS NEAR
 OC1746'HIGH-WATER LINE, 31.0 FEET W OF THE W EDGE OF WHARF, 84.7 FEET
 OC1746'FROM THE SE CORNER AND 59.9 FEET FROM THE SW CORNER OF THE CASIO
 OC1746'AT THE INSHORE END OF THE WHARF (MEASUREMENTS ARE TO THE CORNER
 OC1746'BOARD OF THE BUILDING PROPER-NOT THE PORCH).  THREE RUSTY IRON
 OC1746'PINS SET IN THE ROCK ARE LOCATED AS FOLLOWS FROM THE
 OC1746'STATION--NORTHERLY 7.2 FEET.  SOUTHEASTERLY 7.5 FEET.
 OC1746'SOUTHWESTERLY 2.60 FEET.
 OC1746'
 OC1746'STATION WAS RE-MARKED.  STATION AND REFERENCE MARKS ARE
 OC1746'STANDARD BRONZE DISKS WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.
 OC1746'
 OC1746'REFERENCE MARK NO.1 IS NE OF THE STATION, IN THE ROCK LEDGE
 OC1746'AT FOOT OF ROCK RETAINING WALL, 6 FEET FROM THE HIGH-WATER LINE AND
 OC1746'14 FEET FROM A POINT WHERE THE ROCK WALL AND THE WHARF MEET.
 OC1746'
 OC1746'REFERENCE MARK NO.2 IS NW OF STATION AT BASE OF STONE WALL AND
 OC1746'18.7 FEET FROM SW CORNER OF CASINO.
 OC1746
 OC1746                          STATION RECOVERY (1941)
 OC1746
 OC1746'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FLP)
 OC1746'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2115 ***********************************************************************
 PE2115  DESIGNATION -  DICE HEAD LH
 PE2115  PID         -  PE2115
 PE2115  STATE/COUNTY-  ME/HANCOCK
 PE2115  USGS QUAD   -  CASTINE (1979)
 PE2115
 PE2115                         *CURRENT SURVEY CONTROL
 PE2115  ___________________________________________________________________
 PE2115* NAD 83(1996)-  44 22 57.84871(N)    068 49 08.42621(W)     ADJUSTED  
 PE2115* NAVD 88     -                                                        
 PE2115  ___________________________________________________________________
 PE2115  LAPLACE CORR-           3.21  (seconds)                    DEFLEC99
 PE2115  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 PE2115
 PE2115  HORZ ORDER  -  THIRD
 PE2115
 PE2115.The horizontal coordinates were established by classical geodetic methods
 PE2115.and adjusted by the National Geodetic Survey in March 1998..
 PE2115
 PE2115
 PE2115.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2115
 PE2115.The geoid height was determined by GEOID03.
 PE2115
 PE2115;                    North         East     Units Scale Factor Converg.
 PE2115;SPC ME E     -    79,605.926   274,581.232   MT  0.99990794   -0 13 23.3
 PE2115;UTM  19      - 4,914,399.815   514,417.324   MT  0.99960256   +0 07 35.7
 PE2115
 PE2115                          SUPERSEDED SURVEY CONTROL
 PE2115
 PE2115  NAD 83(1992)-  44 22 57.85063(N)    068 49 08.40757(W) AD(       ) 4
 PE2115  NAD 83(1986)-  44 22 57.85369(N)    068 49 08.40537(W) AD(       ) 4
 PE2115  NAD 27      -  44 22 57.57200(N)    068 49 10.30000(W) AD(       ) 3
 PE2115
 PE2115.Superseded values are not recommended for survey control.
 PE2115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2115.See file dsdata.txt to determine how the superseded data were derived.
 PE2115
 PE2115_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1441714400(NAD 83)
 PE2115_MARKER: 13 = LIGHTHOUSE
 PE2115_SETTING: 0 = UNSPECIFIED SETTING
 PE2115_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2115
 PE2115  HISTORY     - Date     Condition        Report By
 PE2115  HISTORY     - UNK      FIRST OBSERVED
 PE2115  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2115  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE2115  HISTORY     - 1957     SEE DESCRIPTION  CGS
 PE2115  HISTORY     - 1983     GOOD             USPSQD
 PE2115  HISTORY     - 1983     GOOD             NOS
 PE2115  HISTORY     - 1988     GOOD             USPSQD
 PE2115
 PE2115                          STATION DESCRIPTION
 PE2115
 PE2115'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2115'THE CENTER OF THE LIGHTHOUSE ON DICE HEAD WHICH IS AT THE
 PE2115'EXTREME SW TIP OF LAND IN THE TOWN OF CASTINE.
 PE2115
 PE2115                          STATION RECOVERY (1944)
 PE2115
 PE2115'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE2115'STATION WAS RECOVERED IN GOOD CONDITION.  THE LIGHT IS NO LONGER
 PE2115'MAINTAINED AS NEW.  UNWATCHED LIGHT WAS ESTABLISHED DOWN ON THE
 PE2115'BEACH IN 1937.  THE TOWER, INCLUDING THE GLASS IN THE UPPER
 PE2115'PART, AND THE FINIAL STILL REMAIN.
 PE2115
 PE2115                          STATION RECOVERY (1957)
 PE2115
 PE2115'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 PE2115'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE 1944 DESCRIPTION
 PE2115'BY F.L.P. IS ADEQUATE.
 PE2115
 PE2115                          STATION RECOVERY (1983)
 PE2115
 PE2115'RECOVERY NOTE BY US POWER SQUADRON 1983 (ELG)
 PE2115'STATION RECOVERED GOOD.
 PE2115'
 PE2115'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE OLD TOWER AND
 PE2115'KEEPERS HOUSE ARE NOW PRIVATELY OWNED AND ARE WELL MAINTAINED.  THE
 PE2115'1944 DESCRIPTION IS ADEQUATE.
 PE2115
 PE2115                          STATION RECOVERY (1983)
 PE2115
 PE2115'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1983 (RST)
 PE2115'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 PE2115
 PE2115                          STATION RECOVERY (1988)
 PE2115
 PE2115'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE2115'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF1051 ***********************************************************************
 SF1051  DESIGNATION -  DICKEY
 SF1051  PID         -  SF1051
 SF1051  STATE/COUNTY-  ME/AROOSTOOK
 SF1051  USGS QUAD   -  ALLAGASH (1986)
 SF1051
 SF1051                         *CURRENT SURVEY CONTROL
 SF1051  ___________________________________________________________________
 SF1051* NAD 83(1996)-  47 07 24.70619(N)    069 04 22.84463(W)     ADJUSTED  
 SF1051* NAVD 88     -       436.3    (meters)    1431.     (feet)  VERTCON   
 SF1051  ___________________________________________________________________
 SF1051  LAPLACE CORR-           7.47  (seconds)                    DEFLEC99
 SF1051  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 SF1051
 SF1051  HORZ ORDER  -  SECOND
 SF1051
 SF1051.The horizontal coordinates were established by classical geodetic methods
 SF1051.and adjusted by the National Geodetic Survey in March 1998..
 SF1051
 SF1051.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF1051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF1051
 SF1051.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF1051
 SF1051.The geoid height was determined by GEOID03.
 SF1051
 SF1051;                    North         East     Units Scale Factor Converg.
 SF1051;SPC ME E     -   384,314.895   256,523.918   MT  0.99992322   -0 25 11.7
 SF1051;UTM  19      - 5,218,894.230   494,461.997   MT  0.99960038   -0 03 12.6
 SF1051
 SF1051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF1051!SPC ME E     -   0.99993560  x   0.99992322  =   0.99985883
 SF1051!UTM  19      -   0.99993560  x   0.99960038  =   0.99953601
 SF1051
 SF1051|---------------------------------------------------------------------|
 SF1051| PID    Reference Object                     Distance      Geod. Az  |
 SF1051|                                                           dddmmss.s |
 SF1051| DA5395 DICKEY RM 1                          20.640 METERS 16746     |
 SF1051| SF1052 MCKINNON                            APPROX.15.5 KM 2075408.2 |
 SF1051| DA5396 DICKEY RM 2                          23.030 METERS 34802     |
 SF1051|---------------------------------------------------------------------|
 SF1051
 SF1051                          SUPERSEDED SURVEY CONTROL
 SF1051
 SF1051  NAD 83(1992)-  47 07 24.69599(N)    069 04 22.83959(W) AD(       ) 2
 SF1051  NAD 83(1986)-  47 07 24.70479(N)    069 04 22.83815(W) AD(       ) 2
 SF1051  NAD 27      -  47 07 24.57083(N)    069 04 24.70577(W) AD(       ) 2
 SF1051  NGVD 29 (07/19/86)  436.4    (m)         1432.     (f) VERT ANG       
 SF1051
 SF1051.Superseded values are not recommended for survey control.
 SF1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF1051.See file dsdata.txt to determine how the superseded data were derived.
 SF1051
 SF1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9446218894(NAD 83)
 SF1051_MARKER: Z = SEE DESCRIPTION
 SF1051_SETTING: 0 = UNSPECIFIED SETTING
 SF1051
 SF1051  HISTORY     - Date     Condition        Report By
 SF1051  HISTORY     - 1960     MONUMENTED       CGS
 SF1051  HISTORY     - 1980     MARK NOT FOUND   MEDT
 SF1051
 SF1051                          STATION DESCRIPTION
 SF1051
 SF1051'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HRL)
 SF1051'STATION IS LOCATED ON A HIGH HILL, ABOUT 1 MILE EAST OF THE
 SF1051'CONFLUENCE OF ST JOHN AND BLACK RIVERS, 0.35 MILE NORTH OF AN
 SF1051'OLD LOGGING TRAIL WHICH LEADS FROM DICKEY UP AND OVER THE
 SF1051'MOUNTAIN TO AEGAN BROOK AND ABOUT 3 MILES NORTH-NORTHWEST OF
 SF1051'ALLAGASH.
 SF1051'
 SF1051'STATION IS REACHED FROM THE SOUTHEAST END OF A CONCRETE BRIDGE
 SF1051'WHICH SPANS THE ALLAGASH RIVER AT ALLAGASH.  GO NORTHWEST ON
 SF1051'STATE HIGHWAY 161 FOR 2.8 MILES TO THE SOUTH END OF A CONCRETE
 SF1051'BRIDGE WHICH SPANS THE ST JOHN RIVER.  CONTINUE NORTHERLY,
 SF1051'CROSSING THE BRIDGE, ON HIGHWAY 161 FOR 0.45 MILE TO A TRACK ROAD
 SF1051'RIGHT.  TURN RIGHT AND GO EAST ON THE TRACK ROAD FOR ABOUT 200
 SF1051'FEET TO A TRACK ROAD LEFT.  TURN LEFT AND GO NORTHERLY ON THE
 SF1051'TRACK ROAD FOR 0.2 MILE TO AN OPEN FIELD.  BEAR RIGHT AND GO
 SF1051'NORTHEAST ACROSS THE OPEN FIELD FOR ABOUT 0.1 MILE TO A
 SF1051'WASHED-OUT ROCKY ROAD LEADING NORTHERLY.  PACK NORTHERLY ON
 SF1051'OLD ROAD FOR ABOUT 10 MINUTES TO A FORK.  KEEP LEFT AND
 SF1051'CONTINUE UPHILL FOR ABOUT 5 MINUTES TO A FORK.  CONTINUE
 SF1051'STRAIGHT AHEAD, UPHILL FOR ABOUT 200 FEET TO A FORK.
 SF1051'KEEP LEFT AND CONTINUE FOR ABOUT 5 MINUTES TO A FORK.  KEEP RIGHT
 SF1051'AND CONTINUE UPHILL AND ACROSS THE RIDGE FOR ABOUT 15 MINUTES.
 SF1051'TURN RIGHT AND FOLLOW A BLAZED TRAIL ACROSS THE RIDGE TO THE
 SF1051'HIGHEST POINT, 5 TRIANGULAR BLAZED TREES AND STATION.
 SF1051'
 SF1051'ALL MARKS ARE STANDARD DISKS, BRAZED TO THE TOP OF 2-INCH CAST
 SF1051'IRON PIPE.  STATION MARK IS STAMPED DICKEY 1960 AND PROJECTS
 SF1051'ABOUT 14 INCHES.  IT IS 18 FEET EAST OF A 18-INCH TRIANGULAR
 SF1051'BLAZED TREE WHICH HAS A METAL WITNESS SIGN ATTACHED, 19 FEET
 SF1051'SOUTH OF A 8-INCH TRIANGULAR BLAZED TREE AND 12 FEET WEST OF A
 SF1051'10-INCH TRIANGULAR BLAZED TREE.
 SF1051'
 SF1051'REFERENCE MARK NUMBER 1 IS STAMPED DICKEY NO 1 1960 AND PROJECTS
 SF1051'ABOUT 6 INCHES.  IT IS 67 FEET SOUTH OF THE BLAZED TREE WHICH HAS
 SF1051'THE METAL WITNESS SIGN ATTACHED AND IS ABOUT 2 FEET LOWER THAN
 SF1051'THE STATION MARK.
 SF1051'
 SF1051'REFERENCE MARK NUMBER 2 IS STAMPED DICKEY NO 2 1960 AND
 SF1051'PROJECTS ABOUT 6 INCHES.  IT IS 81 FEET NORTH-NORTHEAST OF THE
 SF1051'BLAZED TREE WHICH HAS THE METAL WITNESS SIGN ATTACHED AND
 SF1051'ABOUT 3 FEET LOWER THAN THE STATION MARK.
 SF1051'
 SF1051'ABOUT A 45 MINUTE CLIMB WITH FULL PACK.
 SF1051'
 SF1051'HEIGHT OF LIGHT ABOVE STATION MARK 25 METERS.
 SF1051
 SF1051                          STATION RECOVERY (1980)
 SF1051
 SF1051'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1980 (RL)
 SF1051'DICKEY 1960 LOST - LUMBERING OPERATION IN AREA.
 SF1051'
 SF1051'DICKEY 1960 - RM NO. 1 RECOVERED (FAIR) NEEDS NEW (TO REACH).
 SF1051'
 SF1051'DICKEY 1960 - RM NO. 2 RECOVERED (FAIR).
 SF1051'
 SF1051'NO UNDERGROUND MARK WAS SET.
 SF1051'
 SF1051'DISTANCE AND DIRECTION FROM NEAREST TOWN--ALLAGASH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2128 ***********************************************************************
 PE2128  DESIGNATION -  DICKEY BLUFF 2
 PE2128  PID         -  PE2128
 PE2128  STATE/COUNTY-  ME/WALDO
 PE2128  USGS QUAD   -  ISLESBORO (1979)
 PE2128
 PE2128                         *CURRENT SURVEY CONTROL
 PE2128  ___________________________________________________________________
 PE2128* NAD 83(1996)-  44 21 29.94005(N)    068 57 36.32637(W)     ADJUSTED  
 PE2128* NAVD 88     -       154.     (meters)     505.     (feet)  SCALED    
 PE2128  ___________________________________________________________________
 PE2128  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 PE2128  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 PE2128
 PE2128  HORZ ORDER  -  SECOND
 PE2128
 PE2128.The horizontal coordinates were established by classical geodetic methods
 PE2128.and adjusted by the National Geodetic Survey in March 1998..
 PE2128
 PE2128.The orthometric height was scaled from a topographic map.
 PE2128
 PE2128.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2128
 PE2128.The geoid height was determined by GEOID03.
 PE2128
 PE2128;                    North         East     Units Scale Factor Converg.
 PE2128;SPC ME E     -    76,946.221   263,324.349   MT  0.99991654   -0 19 18.0
 PE2128;UTM  19      - 4,911,672.313   503,180.377   MT  0.99960012   +0 01 40.4
 PE2128
 PE2128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2128!SPC ME E     -   0.99997982  x   0.99991654  =   0.99989636
 PE2128!UTM  19      -   0.99997982  x   0.99960012  =   0.99957995
 PE2128
 PE2128|---------------------------------------------------------------------|
 PE2128| PID    Reference Object                     Distance      Geod. Az  |
 PE2128|                                                           dddmmss.s |
 PE2128| PE2125 DICKEY BLUFF OBSERVATORY FLAG        25.399 METERS 02115     |
 PE2128| PE2134 LONG COVE BROWN STACK               APPROX.13.5 KM 0281044.1 |
 PE2128| PE2107 STOCKTON SPRINGS UNIV CHURCH        APPROX.16.8 KM 0285630.5 |
 PE2128| CE7898 DICKEY BLUFF 2 RM 1                  13.103 METERS 03247     |
 PE2128| PE2109 FORT POINT LH                       APPROX.16.9 KM 0441748.3 |
 PE2128| PE2106 BROOKSVILLE CHURCH SPIRE            APPROX.16.7 KM 0755225.5 |
 PE2128| PE2115 DICE HEAD LH                        APPROX.11.6 KM 0762304.5 |
 PE2128| PE2048 STONINGTON WATER TOWER              APPROX.31.9 KM 1340032.0 |
 PE2128| PE2131 ISLESBORO SOUTH CHURCH SPIRE        APPROX. 8.6 KM 1512250.6 |
 PE2128| CE7899 DICKEY BLUFF 2 RM 2                  12.460 METERS 34927     |
 PE2128| PE2138 STEEL LEDGE MONUMENT LIGHT          APPROX. 6.8 KM 3514630.0 |
 PE2128|---------------------------------------------------------------------|
 PE2128
 PE2128                          SUPERSEDED SURVEY CONTROL
 PE2128
 PE2128  NAD 83(1992)-  44 21 29.94262(N)    068 57 36.30360(W) AD(       ) 2
 PE2128  NAD 83(1986)-  44 21 29.94625(N)    068 57 36.30444(W) AD(       ) 2
 PE2128  NAD 27      -  44 21 29.66200(N)    068 57 38.18700(W) AD(       ) 2
 PE2128
 PE2128.Superseded values are not recommended for survey control.
 PE2128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2128.See file dsdata.txt to determine how the superseded data were derived.
 PE2128
 PE2128_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK0318011672(NAD 83)
 PE2128
 PE2128  HISTORY     - Date     Condition        Report By
 PE2128  HISTORY     - 1934     MONUMENTED       CGS
 PE2128  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE2128
 PE2128                          STATION DESCRIPTION
 PE2128
 PE2128'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2128'STATION IS ON THE HIGH HILL KNOWN AS MOUNT PERCIVAL, ON THE
 PE2128'W SIDE OF PENOBSCOT BAY, 1-1/2 MILES N OF SATURDAY COVE AND
 PE2128'5 MILES SSE OF BELFAST.  THE STATION IS ON A BARE LEDGE IN
 PE2128'THE OPEN SPACE ON TOP OF THE HILL, 58 FEET SSW OF THE SW
 PE2128'CORNER OF AN OLD OBSERVATORY, 83 FEET SW OF THE SE CORNER
 PE2128'AND 22 FEET E OF CENTER OF ROAD LEADING TO THE STATION.
 PE2128'
 PE2128'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 PE2128'IN DRILL HOLES IN AN OUTCROPPING BEDROCK.
 PE2128'
 PE2128'REFERENCE MARK NO. 1 IS 18 FEET S OF SW CORNER AND 43 FEET SW
 PE2128'OF THE SE CORNER.  REFERENCE MARK NO. 2 IS 48 FEET SW OF NW
 PE2128'CORNER AND 30 FEET S OF W OF THE SW CORNER AND 1 FOOT S OF THE
 PE2128'RANGE OF THE S SIDE OF OBSERVATORY.
 PE2128'
 PE2128'TO REACH THE STATION FROM CAMDEN, GO 11-1/2 MILES N ON ROUTE
 PE2128'1 TO A SMALL SHELL FILLING STATION AT CROSS ROAD IN
 PE2128'NORTHPORT.  SET ZERO SPEEDOMETER AND CONTINUE ON ROUTE 1
 PE2128'FOR 0.8 MILE.  TURN RIGHT ONTO GRAVEL ROAD.  AT 1.5 (SIGN TEMPLE
 PE2128'HEIGHTS) KEEP STRAIGHT AHEAD, AT 1.7 TAKE RIGHT FORK 2.3
 PE2128'TURN LEFT UP HILL AT HOUSE AND FOLLOW 0.3 MILE TO TOP OF HILL.
 PE2128'
 PE2128'HEIGHT OF LIGHT ABOVE STATION MARK 10 METERS.
 PE2128
 PE2128                          STATION RECOVERY (1944)
 PE2128
 PE2128'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE2128'STATION AND REFERENCE MARKS RECOVERED IN GOOD
 PE2128'CONDITION.  DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2125 ***********************************************************************
 PE2125  DESIGNATION -  DICKEY BLUFF OBSERVATORY FLAG
 PE2125  PID         -  PE2125
 PE2125  STATE/COUNTY-  ME/WALDO
 PE2125  USGS QUAD   -  ISLESBORO (1979)
 PE2125
 PE2125                         *CURRENT SURVEY CONTROL
 PE2125  ___________________________________________________________________
 PE2125* NAD 83(1996)-  44 21 30.70694(N)    068 57 35.91054(W)     ADJUSTED  
 PE2125* NAVD 88     -                                                        
 PE2125  ___________________________________________________________________
 PE2125  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 PE2125  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 PE2125
 PE2125  HORZ ORDER  -  THIRD
 PE2125
 PE2125.The horizontal coordinates were established by classical geodetic methods
 PE2125.and adjusted by the National Geodetic Survey in March 1998..
 PE2125
 PE2125
 PE2125.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2125
 PE2125.The geoid height was determined by GEOID03.
 PE2125
 PE2125;                    North         East     Units Scale Factor Converg.
 PE2125;SPC ME E     -    76,969.838   263,333.689   MT  0.99991653   -0 19 17.7
 PE2125;UTM  19      - 4,911,695.979   503,189.570   MT  0.99960013   +0 01 40.7
 PE2125
 PE2125                          SUPERSEDED SURVEY CONTROL
 PE2125
 PE2125  NAD 83(1992)-  44 21 30.70950(N)    068 57 35.88777(W) AD(       ) 4
 PE2125  NAD 83(1986)-  44 21 30.71313(N)    068 57 35.88861(W) AD(       ) 4
 PE2125  NAD 27      -  44 21 30.42900(N)    068 57 37.77200(W) AD(       ) 3
 PE2125
 PE2125.Superseded values are not recommended for survey control.
 PE2125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2125.See file dsdata.txt to determine how the superseded data were derived.
 PE2125
 PE2125_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK0319011696(NAD 83)
 PE2125
 PE2125  HISTORY     - Date     Condition        Report By
 PE2125  HISTORY     - 1911     MONUMENTED       CGS
 PE2125  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2125  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE2125
 PE2125                          STATION DESCRIPTION
 PE2125
 PE2125'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (NHH)
 PE2125'STATION IS ON THE TOP OF THE CUPOLA ON THE OBSERVATORY.
 PE2125
 PE2125                          STATION RECOVERY (1934)
 PE2125
 PE2125'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2125'THE CENTER OF THE ROOF OF THE OLD OBSERVATORY ON MOUNT
 PE2125'PERCIVAL, ABOUT 5 MILES SSE OF BELFAST BAY ON THE E SIDE OF
 PE2125'PENOBSCOT BAY.  THE FLAGSTAFF NO LONGER STANDS BUT COMPUTATIONS
 PE2125'SHOW THAT THE PEAK OF THE PYRAMIDAL ROOF IS THE SAME.
 PE2125
 PE2125                          STATION RECOVERY (1944)
 PE2125
 PE2125'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE2125'STATION RECOVERED BUT OBSERVATORY IS IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1068 ***********************************************************************
 PD1068  DESIGNATION -  DIET 1945
 PD1068  PID         -  PD1068
 PD1068  STATE/COUNTY-  ME/WASHINGTON
 PD1068  USGS QUAD   -  
 PD1068
 PD1068                         *CURRENT SURVEY CONTROL
 PD1068  ___________________________________________________________________
 PD1068* NAD 83(1996)-  44 22 24.12920(N)    067 52 27.98585(W)     ADJUSTED  
 PD1068* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 PD1068  ___________________________________________________________________
 PD1068  LAPLACE CORR-           4.02  (seconds)                    DEFLEC99
 PD1068  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 PD1068
 PD1068  HORZ ORDER  -  THIRD
 PD1068
 PD1068.The horizontal coordinates were established by classical geodetic methods
 PD1068.and adjusted by the National Geodetic Survey in March 1998..
 PD1068
 PD1068.The orthometric height was scaled from a topographic map.
 PD1068
 PD1068.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1068
 PD1068.The geoid height was determined by GEOID03.
 PD1068
 PD1068;                    North         East     Units Scale Factor Converg.
 PD1068;SPC ME E     -    78,706.056   349,853.070   MT  0.99993055   +0 26 14.9
 PD1068;UTM  19      - 4,913,959.510   589,673.037   MT  0.99969889   +0 47 13.9
 PD1068
 PD1068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD1068!SPC ME E     -   1.00000340  x   0.99993055  =   0.99993395
 PD1068!UTM  19      -   1.00000340  x   0.99969889  =   0.99970229
 PD1068
 PD1068:                Primary Azimuth Mark                     Grid Az
 PD1068:SPC ME E     -  JORDANS DELIGHT LEDGE BEACON             039 05 14.4
 PD1068:UTM  19      -  JORDANS DELIGHT LEDGE BEACON             038 44 15.4
 PD1068
 PD1068|---------------------------------------------------------------------|
 PD1068| PID    Reference Object                     Distance      Geod. Az  |
 PD1068|                                                           dddmmss.s |
 PD1068| PD1064 JORDANS DELIGHT LEDGE BEACON        APPROX. 7.4 KM 0393129.3 |
 PD1068| PD1067 PETIT MANAN LIGHTHOUSE              APPROX. 1.0 KM 1282607.3 |
 PD1068|---------------------------------------------------------------------|
 PD1068
 PD1068                          SUPERSEDED SURVEY CONTROL
 PD1068
 PD1068  NAD 83(1992)-  44 22 24.12511(N)    067 52 27.98944(W) AD(       ) 3
 PD1068  NAD 83(1986)-  44 22 24.12190(N)    067 52 27.99441(W) AD(       ) 3
 PD1068  NAD 27      -  44 22 23.81000(N)    067 52 29.96000(W) AD(       ) 3
 PD1068
 PD1068.Superseded values are not recommended for survey control.
 PD1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1068.See file dsdata.txt to determine how the superseded data were derived.
 PD1068
 PD1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK8967313960(NAD 83)
 PD1068
 PD1068  HISTORY     - Date     Condition        Report By
 PD1068  HISTORY     - 1945     MONUMENTED       CGS
 PD1068
 PD1068                          STATION DESCRIPTION
 PD1068
 PD1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (FLP)
 PD1068'STATION IS LOCATED ON THE NW OF THE TWO SMALL ISLANDS OF PETIT MANAN
 PD1068'ISLAND, ON THE SW SIDE OF ISLAND, ABOUT 50 METERS NE OF MEAN
 PD1068'HIGH-WATER LINE, AND ABOUT 120 METERS SE OF MEAN HIGH-WATER
 PD1068'LINE.  IT IS W OF THE HIGHEST PART OF THE ISLAND AND IN OPEN
 PD1068'AREA.  MARK IS A STANDARD TOPOGRAPHIC DISK SET IN LEDGE ROCK
 PD1068'FLUSH WITH GROUND.  STATION WILL BE HARD TO FIND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1879 ***********************************************************************
 QF1879  DESIGNATION -  DIFFICILE IBC
 QF1879  PID         -  QF1879
 QF1879  STATE/COUNTY-  ME/AROOSTOOK
 QF1879  USGS QUAD   -  ORIENT (1989)
 QF1879
 QF1879                         *CURRENT SURVEY CONTROL
 QF1879  ___________________________________________________________________
 QF1879* NAD 83(1996)-  45 49 09.34668(N)    067 46 19.42579(W)     ADJUSTED  
 QF1879* NAVD 88     -       132.     (meters)     433.     (feet)  SCALED    
 QF1879  ___________________________________________________________________
 QF1879  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 QF1879  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 QF1879
 QF1879  HORZ ORDER  -  THIRD
 QF1879
 QF1879.The horizontal coordinates were established by classical geodetic methods
 QF1879.and adjusted by the National Geodetic Survey in March 1998..
 QF1879
 QF1879.The orthometric height was scaled from a topographic map.
 QF1879
 QF1879.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1879
 QF1879.The geoid height was determined by GEOID03.
 QF1879
 QF1879;                    North         East     Units Scale Factor Converg.
 QF1879;SPC ME E     -   239,444.825   356,566.040   MT  0.99993932   +0 31 19.4
 QF1879;UTM  19      - 5,074,699.799   595,390.932   MT  0.99971187   +0 52 50.4
 QF1879
 QF1879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1879!SPC ME E     -   0.99998305  x   0.99993932  =   0.99992237
 QF1879!UTM  19      -   0.99998305  x   0.99971187  =   0.99969492
 QF1879
 QF1879                          SUPERSEDED SURVEY CONTROL
 QF1879
 QF1879  NAD 83(1992)-  45 49 09.34387(N)    067 46 19.42437(W) AD(       ) 3
 QF1879  NAD 83(1986)-  45 49 09.34902(N)    067 46 19.44475(W) AD(       ) 3
 QF1879  NAD 27      -  45 49 09.13900(N)    067 46 21.40100(W) AD(       ) 3
 QF1879
 QF1879.Superseded values are not recommended for survey control.
 QF1879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1879.See file dsdata.txt to determine how the superseded data were derived.
 QF1879
 QF1879_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9539174700(NAD 83)
 QF1879_MARKER: DD = SURVEY DISK
 QF1879_SETTING: 80 = SET IN A BOULDER
 QF1879_SP_SET: SET IN A DRILL HOLE IN A BOULDER
 QF1879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1879+STABILITY: SURFACE MOTION
 QF1879
 QF1879  HISTORY     - Date     Condition        Report By
 QF1879  HISTORY     - 1912     MONUMENTED       IBC
 QF1879  HISTORY     - 1955     GOOD             IBC
 QF1879  HISTORY     - 1972     GOOD             IBC
 QF1879
 QF1879                          STATION DESCRIPTION
 QF1879
 QF1879'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (JEM)
 QF1879'ON THE S SHORE OF THE THOROUGHFARE, ABOUT MIDWAY BETWEEN GRAND AND
 QF1879'NORTH LAKES.  AFTER PASSING THE SWAMP ABOVE FOXS MILL IN GOING FROM
 QF1879'GRAND LAKE TO NORTH LAKE THE STATION IS ON THE FIRST LARGE BOULDER
 QF1879'IN THE WATER ON THE S SHORE.
 QF1879'
 QF1879'STATION MARK IS A BRONZE DISK MARKED---U.S. AND C.B. SURVEY---SET IN
 QF1879'A DRILL HOLE WITHIN A TRIANGLE CUT IN THE ROCK.
 QF1879
 QF1879                          STATION RECOVERY (1955)
 QF1879
 QF1879'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1879'STATION RECOVERED IN GOOD CONDITION.
 QF1879
 QF1879                          STATION RECOVERY (1972)
 QF1879
 QF1879'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1879'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB2651 ***********************************************************************
 AB2651  SACS        -  This is a Secondary Airport Control Station.
 AB2651  DESIGNATION -  DILEOR
 AB2651  PID         -  AB2651
 AB2651  STATE/COUNTY-  ME/AROOSTOOK
 AB2651  USGS QUAD   -  MADAWASKA (1986)
 AB2651
 AB2651                         *CURRENT SURVEY CONTROL
 AB2651  ___________________________________________________________________
 AB2651* NAD 83(1996)-  47 16 57.62721(N)    068 18 09.97513(W)     ADJUSTED  
 AB2651* NAVD 88     -       299.76   (meters)     983.5    (feet)  GPS OBS   
 AB2651  ___________________________________________________________________
 AB2651  X           -   1,602,597.742 (meters)                     COMP
 AB2651  Y           -  -4,027,717.264 (meters)                     COMP
 AB2651  Z           -   4,663,343.110 (meters)                     COMP
 AB2651  LAPLACE CORR-           5.43  (seconds)                    DEFLEC99
 AB2651  ELLIP HEIGHT-         275.87  (meters)          (01/07/02) GPS OBS
 AB2651  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 AB2651
 AB2651  HORZ ORDER  -  FIRST
 AB2651  ELLP ORDER  -  FIFTH     CLASS I
 AB2651
 AB2651.This mark is at Northern Aroostook Regional Airport (FVE)
 AB2651
 AB2651.The horizontal coordinates were established by GPS observations
 AB2651.and adjusted by the National Geodetic Survey in July 1997..
 AB2651
 AB2651.The orthometric height was determined by GPS observations and a
 AB2651.high-resolution geoid model.
 AB2651
 AB2651.GPS derived orthometric heights for airport stations designated as
 AB2651.PACS or SACS are published to 2 decimal places.  This maintains
 AB2651.centimeter relative accuracy between the PACS and SACS.  It does
 AB2651.not indicate centimeter accuracy relative to other marks which are
 AB2651.part of the NAVD 88 network.
 AB2651
 AB2651.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2651
 AB2651.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2651
 AB2651.The ellipsoidal height was determined by GPS observations
 AB2651.and is referenced to NAD 83.
 AB2651
 AB2651.The geoid height was determined by GEOID03.
 AB2651
 AB2651;                    North         East     Units Scale Factor Converg.
 AB2651;SPC ME E     -   401,865.557   314,919.666   MT  0.99990273   +0 08 41.7
 AB2651;UTM  19      - 5,236,813.162   552,726.930   MT  0.99963417   +0 30 44.2
 AB2651
 AB2651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2651!SPC ME E     -   0.99995676  x   0.99990273  =   0.99985949
 AB2651!UTM  19      -   0.99995676  x   0.99963417  =   0.99959095
 AB2651
 AB2651                          SUPERSEDED SURVEY CONTROL
 AB2651
 AB2651  ELLIP H (07/24/97)  275.85   (m)                       GP(       ) 1 1
 AB2651  NAD 83(1992)-  47 16 57.62689(N)    068 18 09.97511(W) AD(1995.00) 1
 AB2651  ELLIP H (04/19/96)  275.84   (m)                       GP(1995.00) 3 1
 AB2651
 AB2651.Superseded values are not recommended for survey control.
 AB2651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2651.See file dsdata.txt to determine how the superseded data were derived.
 AB2651
 AB2651_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN5272736813(NAD 83)
 AB2651_MARKER: DD = SURVEY DISK
 AB2651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2651_STAMPING: DILEOR 1988
 AB2651_MARK LOGO: MEDT  
 AB2651_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2651+STABILITY: SURFACE MOTION
 AB2651_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2651+SATELLITE: SATELLITE OBSERVATIONS - June 27, 1996
 AB2651
 AB2651  HISTORY     - Date     Condition        Report By
 AB2651  HISTORY     - 1988     MONUMENTED       MEDT
 AB2651  HISTORY     - 19951015 GOOD             CHANCE
 AB2651  HISTORY     - 19960627 GOOD             NGS
 AB2651
 AB2651                          STATION DESCRIPTION
 AB2651
 AB2651'DESCRIBED BY JE CHANCE AND ASSOCIATES 1995 (DS)
 AB2651'THE STATION IS LOCATED ABOUT 5.6 KM (3.45 MI) EAST OF FRENCHVILLE, AT
 AB2651'THE NORTHERN AROOSTOOK REGIONAL AIRPORT.  OWNERSHIP--NORTHERN
 AB2651'AROOSTOOK REGIONAL AIRPORT AUTHORITY, AIRPORT MANAGER, ROLAND MARTIN,
 AB2651'PHONE 207-543-6300  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AB2651'HWY 1 AND STATE HWY 162 IN FRENCHVILLE, GO NORTH 1.1 KM (0.70 MI)
 AB2651'ALONG U.S.  HWY 1 TO A PAVED ROAD ON THE RIGHT.  TURN RIGHT AND GO 0.3
 AB2651'KM (0.20 MI) ON THE PAVED ROAD TO A PAVED ROAD ON THE RIGHT.  TURN
 AB2651'RIGHT AND GO SOUTHEAST FOR 1.3 KM (0.80 MI) ON THE PAVED ROAD TO A
 AB2651'FORK.  FOLLOW THE LEFT FORK AND GO EAST FOR 3.7 KM (2.30 MI) TO THE
 AB2651'END OF ROAD AT THE TERMINAL BUILDING AND A GATE TO THE TARMAC.  PASS
 AB2651'THROUGH GATE, THEN BEAR RIGHT FOR 90 M (295.3 FT) TO RUNWAY 14-32.
 AB2651'TURN LEFT AND GO SOUTHEAST 1.0 KM (0.60 MI) ALONG THE RUNWAY TO THE
 AB2651'END.  THE STATION IS APPROXIMATELY ANOTHER 120 M (393.7 FT) SOUTHEAST
 AB2651'BEYOND THE END OF THE RUNWAY  THE STATION IS A 8.89 CM DIA MAINE DOT
 AB2651'SURVEY DISK SET IN A ROCK OUTCROP.  THE STATION IS LOCATED 121.8 M
 AB2651'(399.6 FT) EAST OF THE CENTERLINE END OF RUNWAY 14-32, 115.0 M (377.3
 AB2651'FT) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE END OF ASPHALT
 AB2651'PULLOUT, AND 5.50 M (18.04 FT) SOUTHWEST OF A METAL WITNESS POST  THE
 AB2651'STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION (SACS) -
 AB2651'MAINE ANA SURVEYS 1995.
 AB2651
 AB2651                          STATION RECOVERY (1996)
 AB2651
 AB2651'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (KRN)
 AB2651'THE STATION IS LOCATED ABOUT 5.6 KM (3.45 MI) EAST OF FRENCHVILLE, AT
 AB2651'THE NORTHERN AROOSTOOK REGIONAL AIRPORT.  OWNERSHIP--NORTHERN
 AB2651'AROOSTOOK REGIONAL AIRPORT AUTHORITY, AIRPORT MANAGER, ROLAND MARTIN,
 AB2651'PHONE 207-543-6300 TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY
 AB2651'1 AND STATE HWY 162 IN FRENCHVILLE, GO NORTH 1.1 KM (0.70 MI) ALONG
 AB2651'U.S.  HWY 1 TO A PAVED ROAD ON THE RIGHT.  TURN RIGHT AND GO 0.3 KM
 AB2651'(0.20 MI) ON THE PAVED ROAD TO A PAVED ROAD ON THE RIGHT. TURN RIGHT
 AB2651'AND GO SOUTHEAST FOR 1.3 KM (0.80 MI) ON THE PAVED ROAD TO A FORK.
 AB2651'FOLLOW THE LEFT FORK AND GO EAST FOR 3.7 KM (2.30 MI) TO THE END OF
 AB2651'ROAD AT THE TERMINAL BUILDING AND A GATE TO THE TARMAC.  PASS THROUGH
 AB2651'GATE, THEN BEAR RIGHT FOR 90 M (295.3 FT) TO RUNWAY 14-32. TURN LEFT
 AB2651'AND GO SOUTHEAST 1.0 KM (0.60 MI) ALONG THE RUNWAY TO THE END.  THE
 AB2651'STATION IS APPROXIMATELY ANOTHER 120 M (393.7 FT) SOUTHEAST BEYOND THE
 AB2651'END OF THE RUNWAY THE STATION IS A 8.89 CM DIA MAINE DOT SURVEY DISK
 AB2651'SET IN A ROCK OUTCROP.  THE STATION IS LOCATED 121.8 M (399.6 FT) EAST
 AB2651'OF THE CENTERLINE END OF RUNWAY 14-32, 115.0 M (377.3 FT)
 AB2651'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE END OF ASPHALT PULLOUT,
 AB2651'AND 5.50 M (18.04 FT) SOUTHWEST OF A METAL WITNESS POST THE STATION IS
 AB2651'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION (SACS) - MAINE ANA
 AB2651'SURVEYS 1995.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0044 ***********************************************************************
 RE0044  DESIGNATION -  DILLON
 RE0044  PID         -  RE0044
 RE0044  STATE/COUNTY-  ME/AROOSTOOK
 RE0044  USGS QUAD   -  LINNEUS (1984)
 RE0044
 RE0044                         *CURRENT SURVEY CONTROL
 RE0044  ___________________________________________________________________
 RE0044* NAD 83(1986)-  46 06 36.     (N)    067 56 34.     (W)     SCALED    
 RE0044* NAVD 88     -       118.103  (meters)     387.48   (feet)  ADJUSTED  
 RE0044  ___________________________________________________________________
 RE0044  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 RE0044  DYNAMIC HT  -         118.110 (meters)     387.50  (feet)  COMP
 RE0044  MODELED GRAV-     980,666.1   (mgal)                       NAVD 88
 RE0044
 RE0044  VERT ORDER  -  SECOND    CLASS 0
 RE0044
 RE0044.The horizontal coordinates were scaled from a topographic map and have
 RE0044.an estimated accuracy of +/- 6 seconds.
 RE0044
 RE0044.The orthometric height was determined by differential leveling
 RE0044.and adjusted by the National Geodetic Survey in June 1991..
 RE0044
 RE0044.The geoid height was determined by GEOID03.
 RE0044
 RE0044.The dynamic height is computed by dividing the NAVD 88
 RE0044.geopotential number by the normal gravity value computed on the
 RE0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0044.degrees latitude (g = 980.6199 gals.).
 RE0044
 RE0044.The modeled gravity was interpolated from observed gravity values.
 RE0044
 RE0044;                    North         East    Units  Estimated Accuracy
 RE0044;SPC ME E     -   271,650.      343,070.      MT  (+/- 180 meters Scaled)
 RE0044
 RE0044                          SUPERSEDED SURVEY CONTROL
 RE0044
 RE0044  NGVD 29 (??/??/92)  118.295  (m)          388.11   (f) ADJ UNCH    2 0
 RE0044
 RE0044.Superseded values are not recommended for survey control.
 RE0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0044.See file dsdata.txt to determine how the superseded data were derived.
 RE0044
 RE0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM817068(NAD 83)
 RE0044_MARKER: DB = BENCH MARK DISK
 RE0044_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RE0044_SP_SET: ABUTMENT
 RE0044_STAMPING: 388.106 DILLION 1933
 RE0044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RE0044
 RE0044  HISTORY     - Date     Condition        Report By
 RE0044  HISTORY     - 1933     MONUMENTED       CGS
 RE0044
 RE0044                          STATION DESCRIPTION
 RE0044
 RE0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 RE0044'5.4 MI SW FROM HOULTON.
 RE0044'5.4 MILES SOUTHWEST ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 RE0044'HOULTON, AROOSTOOK COUNTY, 1.1 MILES EAST OF THE STATION AT
 RE0044'NEW LIMERICK, AT BRIDGE 160.80, IN THE TOP OF THE NORTHEAST
 RE0044'CORNER OF THE ABUTMENT, 8 FEET NORTH OF THE CENTER LINE OF THE
 RE0044'TRACK, 5 FEET EAST OF THE BRIDGE SEAT, AND ABOUT 1 FOOT BELOW
 RE0044'THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED 388.106 DILLON
 RE0044'1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1127 ***********************************************************************
 QF1127  DESIGNATION -  DINK IBC
 QF1127  PID         -  QF1127
 QF1127  STATE/COUNTY-  ME/WASHINGTON
 QF1127  USGS QUAD   -  KELLEYLAND (1988)
 QF1127
 QF1127                         *CURRENT SURVEY CONTROL
 QF1127  ___________________________________________________________________
 QF1127* NAD 83(1996)-  45 22 17.27733(N)    067 25 50.42431(W)     ADJUSTED  
 QF1127* NAVD 88     -        64.     (meters)     210.     (feet)  SCALED    
 QF1127  ___________________________________________________________________
 QF1127  LAPLACE CORR-           1.99  (seconds)                    DEFLEC99
 QF1127  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 QF1127
 QF1127  HORZ ORDER  -  THIRD
 QF1127
 QF1127.The horizontal coordinates were established by classical geodetic methods
 QF1127.and adjusted by the National Geodetic Survey in March 1998..
 QF1127
 QF1127.The orthometric height was scaled from a topographic map.
 QF1127
 QF1127.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1127
 QF1127.The geoid height was determined by GEOID03.
 QF1127
 QF1127;                    North         East     Units Scale Factor Converg.
 QF1127;SPC ME E     -   189,978.688   383,758.013   MT  0.99998623   +0 45 39.8
 QF1127;UTM  19      - 5,025,414.736   622,884.946   MT  0.99978567   +1 07 01.2
 QF1127
 QF1127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1127!SPC ME E     -   0.99999370  x   0.99998623  =   0.99997993
 QF1127!UTM  19      -   0.99999370  x   0.99978567  =   0.99977937
 QF1127
 QF1127                          SUPERSEDED SURVEY CONTROL
 QF1127
 QF1127  NAD 83(1992)-  45 22 17.27500(N)    067 25 50.42366(W) AD(       ) 3
 QF1127  NAD 83(1986)-  45 22 17.27890(N)    067 25 50.43159(W) AD(       ) 3
 QF1127  NAD 27      -  45 22 17.01900(N)    067 25 52.41500(W) AD(       ) 3
 QF1127
 QF1127.Superseded values are not recommended for survey control.
 QF1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1127.See file dsdata.txt to determine how the superseded data were derived.
 QF1127
 QF1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2288525415(NAD 83)
 QF1127_MARKER: X = CHISELED CROSS
 QF1127_SETTING: 80 = SET IN A BOULDER
 QF1127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1127+STABILITY: SURFACE MOTION
 QF1127
 QF1127  HISTORY     - Date     Condition        Report By
 QF1127  HISTORY     - 1910     MONUMENTED       IBC
 QF1127
 QF1127                          STATION DESCRIPTION
 QF1127
 QF1127'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (AJB)
 QF1127'ON THE W SIDE OF THE ST CROIX RIVER OPPOSITE THE LOWER ISLAND IN
 QF1127'DOG FALLS.  A PINE IS GROWING CLOSE TO THE ROCK THE STATION IS ON.
 QF1127'
 QF1127'STATION MARK IS THE CENTER OF A CROSS CUT IN A BIG ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1582 ***********************************************************************
 QF1582  DESIGNATION -  DIRTY IBC
 QF1582  PID         -  QF1582
 QF1582  STATE/COUNTY-  ME/WASHINGTON
 QF1582  USGS QUAD   -  LAMBERT LAKE (1988)
 QF1582
 QF1582                         *CURRENT SURVEY CONTROL
 QF1582  ___________________________________________________________________
 QF1582* NAD 83(1996)-  45 36 34.45936(N)    067 35 49.18452(W)     ADJUSTED  
 QF1582* NAVD 88     -       116.     (meters)     381.     (feet)  SCALED    
 QF1582  ___________________________________________________________________
 QF1582  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 QF1582  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 QF1582
 QF1582  HORZ ORDER  -  THIRD
 QF1582
 QF1582.The horizontal coordinates were established by classical geodetic methods
 QF1582.and adjusted by the National Geodetic Survey in March 1998..
 QF1582
 QF1582.The orthometric height was scaled from a topographic map.
 QF1582
 QF1582.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1582
 QF1582.The geoid height was determined by GEOID03.
 QF1582
 QF1582;                    North         East     Units Scale Factor Converg.
 QF1582;SPC ME E     -   216,279.835   370,432.942   MT  0.99996097   +0 38 43.1
 QF1582;UTM  19      - 5,051,626.996   609,399.211   MT  0.99974714   +1 00 09.6
 QF1582
 QF1582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1582!SPC ME E     -   0.99998557  x   0.99996097  =   0.99994654
 QF1582!UTM  19      -   0.99998557  x   0.99974714  =   0.99973271
 QF1582
 QF1582:                Primary Azimuth Mark                     Grid Az
 QF1582:SPC ME E     -  FOG IBC                                  088 23 21.7
 QF1582:UTM  19      -  FOG IBC                                  088 01 55.2
 QF1582
 QF1582|---------------------------------------------------------------------|
 QF1582| PID    Reference Object                     Distance      Geod. Az  |
 QF1582|                                                           dddmmss.s |
 QF1582| QF1576 FOG IBC                             APPROX. 1.0 KM 0890204.8 |
 QF1582| QF1581 WINDY IBC                           APPROX. 0.5 KM 1680802.2 |
 QF1582|---------------------------------------------------------------------|
 QF1582
 QF1582                          SUPERSEDED SURVEY CONTROL
 QF1582
 QF1582  NAD 83(1992)-  45 36 34.45568(N)    067 35 49.18188(W) AD(       ) 3
 QF1582  NAD 83(1986)-  45 36 34.45888(N)    067 35 49.19324(W) AD(       ) 3
 QF1582  NAD 27      -  45 36 34.22425(N)    067 35 51.16664(W) AD(       ) 3
 QF1582
 QF1582.Superseded values are not recommended for survey control.
 QF1582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1582.See file dsdata.txt to determine how the superseded data were derived.
 QF1582
 QF1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL0939951627(NAD 83)
 QF1582_MARKER: DD = SURVEY DISK
 QF1582_SETTING: 80 = SET IN A BOULDER
 QF1582_SP_SET: SET IN A DRILL HOLE IN A BOULDER
 QF1582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1582+STABILITY: SURFACE MOTION
 QF1582
 QF1582  HISTORY     - Date     Condition        Report By
 QF1582  HISTORY     - 1912     MONUMENTED       IBC
 QF1582  HISTORY     - 1955     GOOD             IBC
 QF1582  HISTORY     - 1972     GOOD             IBC
 QF1582
 QF1582                          STATION DESCRIPTION
 QF1582
 QF1582'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (AJB)
 QF1582'NEAR THE N SIDE OF SPEDNIK LAKE, 1/2 MILE E OF NORWAY POINT, ON THE
 QF1582'LARGEST ROCK IN A ROCKY REEF EXTENDING IN A STRAIGHT LINE SE FROM THE
 QF1582'CANADIAN SHORE.  THIS FLAT - TOPPED ROCK IS 8 BY 12 FEET AND 5 FEET
 QF1582'HIGH, ABOUT MIDWAY, BETWEEN THE SHORE AND THE END OF THE REEF AT LOW
 QF1582'WATER, AND IS COVERED AT HIGH WATER.
 QF1582'
 QF1582'STATION MARK IS AN IBC BRONZE STATION DISK SET IN THE CENTER OF A
 QF1582'CROSS CUT IN THE ROCK.
 QF1582
 QF1582                          STATION RECOVERY (1955)
 QF1582
 QF1582'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1582'STATION RECOVERED IN GOOD CONDITION.
 QF1582
 QF1582                          STATION RECOVERY (1972)
 QF1582
 QF1582'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1582'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0966 ***********************************************************************
 PD0966  DESIGNATION -  DIVIDE 1883
 PD0966  PID         -  PD0966
 PD0966  STATE/COUNTY-  ME/WASHINGTON
 PD0966  USGS QUAD   -  CUTLER (1993)
 PD0966
 PD0966                         *CURRENT SURVEY CONTROL
 PD0966  ___________________________________________________________________
 PD0966* NAD 83(1996)-  44 43 39.62930(N)    067 08 06.11527(W)     ADJUSTED  
 PD0966* NAVD 88     -        73.     (meters)     240.     (feet)  SCALED    
 PD0966  ___________________________________________________________________
 PD0966  LAPLACE CORR-           3.48  (seconds)                    DEFLEC99
 PD0966  GEOID HEIGHT-         -22.35  (meters)                     GEOID03
 PD0966
 PD0966  HORZ ORDER  -  THIRD
 PD0966
 PD0966.The horizontal coordinates were established by classical geodetic methods
 PD0966.and adjusted by the National Geodetic Survey in March 1998..
 PD0966
 PD0966.The orthometric height was scaled from a topographic map.
 PD0966
 PD0966.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0966
 PD0966.The geoid height was determined by GEOID03.
 PD0966
 PD0966;                    North         East     Units Scale Factor Converg.
 PD0966;SPC ME E     -   118,789.719   408,121.293   MT  1.00004371   +0 57 38.4
 PD0966;UTM  19      - 4,954,391.002   647,682.902   MT  0.99986821   +1 18 45.7
 PD0966
 PD0966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0966!SPC ME E     -   0.99999209  x   1.00004371  =   1.00003580
 PD0966!UTM  19      -   0.99999209  x   0.99986821  =   0.99986030
 PD0966
 PD0966:                Primary Azimuth Mark                     Grid Az
 PD0966:SPC ME E     -  TRESCOTT ROCK                            030 46 01.1
 PD0966:UTM  19      -  TRESCOTT ROCK                            030 24 53.8
 PD0966
 PD0966|---------------------------------------------------------------------|
 PD0966| PID    Reference Object                     Distance      Geod. Az  |
 PD0966|                                                           dddmmss.s |
 PD0966| PD0894 TRESCOTT ROCK                       APPROX. 4.1 KM 0314339.5 |
 PD0966|---------------------------------------------------------------------|
 PD0966
 PD0966                          SUPERSEDED SURVEY CONTROL
 PD0966
 PD0966  NAD 83(1992)-  44 43 39.62687(N)    067 08 06.11231(W) AD(       ) 3
 PD0966  NAD 83(1986)-  44 43 39.62365(N)    067 08 06.11449(W) AD(       ) 3
 PD0966  NAD 27      -  44 43 39.31400(N)    067 08 08.21200(W) AD(       ) 3
 PD0966
 PD0966.Superseded values are not recommended for survey control.
 PD0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0966.See file dsdata.txt to determine how the superseded data were derived.
 PD0966
 PD0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK4768354391(NAD 83)
 PD0966
 PD0966  HISTORY     - Date     Condition        Report By
 PD0966  HISTORY     - 1883     MONUMENTED       CGS
 PD0966  HISTORY     - 1913     SEE DESCRIPTION  CGS
 PD0966  HISTORY     - 1935     SEE DESCRIPTION  MEGS
 PD0966  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0966
 PD0966                          STATION DESCRIPTION
 PD0966
 PD0966'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 PD0966'STATION IS ON THE HIGHEST HILL W OF THE ROAD BETWEEN THE HEAD OF
 PD0966'MOOSE RIVER AND BOG CREEK.  THIS HILL IS ABOUT 300 METERS W OF THE
 PD0966'ROAD AND ABOUT A MILE S BY W FROM THE HEAD OF MOOSE RIVER, AND IS
 PD0966'COVERED WITH BRUSH AND SMALL TIMBER.  THE STATION IS ON THE
 PD0966'HIGHEST POINT OF THE HILL, NEAR THE SOUTHERN EDGE OF THE SUMMIT,
 PD0966'AND ABOUT 50 METERS W OF A LARGE WHITE BOULDER.  THE STATION IS
 PD0966'MARKED BY A HOLE DRILLED IN THE ROCK AND COVERED BY A CAIRN.
 PD0966
 PD0966                          STATION RECOVERY (1935)
 PD0966
 PD0966'RECOVERY NOTE BY MAINE GEODETIC SURVEY 1935
 PD0966'STATION RECOVERED AS DESCRIBED.  IT IS NOW OCCUPIED BY QUODDY
 PD0966'ENGINEERS.
 PD0966
 PD0966                          STATION RECOVERY (1946)
 PD0966
 PD0966'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0966'STATION RECOVERED.  1913 DESCRIPTION IS ADEQUATE.
 PD0966'
 PD0966'TO REACH THE STATION FROM THE POST OFFICE IN CUTLER, DRIVE NE ON
 PD0966'STATE HIGHWAY 191 ABOUT 6.3 MILES TO THE CREST OF THE ROAD ABOUT 0.6
 PD0966'MILE NE OF BOG BROOK.  FROM THIS POINT, THE STATION IS ABOUT 300
 PD0966'METERS WNW ON THE SUMMIT OF THE HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2279 ***********************************************************************
 PE2279  DESIGNATION -  DIX IS UNPAINTED HSE TALL CHIM
 PE2279  PID         -  PE2279
 PE2279  STATE/COUNTY-  ME/KNOX
 PE2279  USGS QUAD   -  ROCKLAND (1979)
 PE2279
 PE2279                         *CURRENT SURVEY CONTROL
 PE2279  ___________________________________________________________________
 PE2279* NAD 83(1996)-  44 00 37.49201(N)    069 04 14.50856(W)     ADJUSTED  
 PE2279* NAVD 88     -                                                        
 PE2279  ___________________________________________________________________
 PE2279  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 PE2279  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 PE2279
 PE2279  HORZ ORDER  -  THIRD
 PE2279
 PE2279.The horizontal coordinates were established by classical geodetic methods
 PE2279.and adjusted by the National Geodetic Survey in March 1998..
 PE2279
 PE2279
 PE2279.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2279
 PE2279.The geoid height was determined by GEOID03.
 PE2279
 PE2279;                    North         East     Units Scale Factor Converg.
 PE2279;SPC ME E     -    38,348.030   254,239.137   MT  0.99992575   -0 23 47.5
 PE2279;UTM  19      - 4,873,031.981   494,332.937   MT  0.99960039   -0 02 56.8
 PE2279
 PE2279                          SUPERSEDED SURVEY CONTROL
 PE2279
 PE2279  NAD 83(1992)-  44 00 37.49694(N)    069 04 14.48787(W) AD(       ) 4
 PE2279  NAD 83(1986)-  44 00 37.50094(N)    069 04 14.49464(W) AD(       ) 4
 PE2279  NAD 27      -  44 00 37.21000(N)    069 04 16.35000(W) AD(       ) 3
 PE2279
 PE2279.Superseded values are not recommended for survey control.
 PE2279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2279.See file dsdata.txt to determine how the superseded data were derived.
 PE2279
 PE2279_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ9433373032(NAD 83)
 PE2279
 PE2279  HISTORY     - Date     Condition        Report By
 PE2279  HISTORY     - UNK      MONUMENTED
 PE2279  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2279
 PE2279                          STATION DESCRIPTION
 PE2279
 PE2279'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2279'TWO OLD FOUNDATIONS OF HOUSES WERE FOUND BUT THE CHIMNEY SITES
 PE2279'COULD NOT BE LOCATED.  THE STATION IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2224 ***********************************************************************
 PE2224  DESIGNATION -  DOANE 1864
 PE2224  PID         -  PE2224
 PE2224  STATE/COUNTY-  ME/PENOBSCOT
 PE2224  USGS QUAD   -  BANGOR (1991)
 PE2224
 PE2224                         *CURRENT SURVEY CONTROL
 PE2224  ___________________________________________________________________
 PE2224* NAD 83(1996)-  44 45 15.60066(N)    068 47 22.20820(W)     ADJUSTED  
 PE2224* NAVD 88     -        46.     (meters)     151.     (feet)  SCALED    
 PE2224  ___________________________________________________________________
 PE2224  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 PE2224  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 PE2224
 PE2224  HORZ ORDER  -  THIRD
 PE2224
 PE2224.The horizontal coordinates were established by classical geodetic methods
 PE2224.and adjusted by the National Geodetic Survey in March 1998..
 PE2224
 PE2224.The orthometric height was scaled from a topographic map.
 PE2224
 PE2224.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2224
 PE2224.The geoid height was determined by GEOID03.
 PE2224
 PE2224;                    North         East     Units Scale Factor Converg.
 PE2224;SPC ME E     -   120,886.260   277,078.621   MT  0.99990646   -0 12 13.8
 PE2224;UTM  19      - 4,955,682.106   516,661.183   MT  0.99960341   +0 08 53.5
 PE2224
 PE2224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2224!SPC ME E     -   0.99999673  x   0.99990646  =   0.99990319
 PE2224!UTM  19      -   0.99999673  x   0.99960341  =   0.99960014
 PE2224
 PE2224:                Primary Azimuth Mark                     Grid Az
 PE2224:SPC ME E     -  EDMONDS STEAM SAWMILL CHIMNEY            003 34 20.1
 PE2224:UTM  19      -  EDMONDS STEAM SAWMILL CHIMNEY            003 13 12.8
 PE2224
 PE2224|---------------------------------------------------------------------|
 PE2224| PID    Reference Object                     Distance      Geod. Az  |
 PE2224|                                                           dddmmss.s |
 PE2224| PE2225 EDMONDS STEAM SAWMILL CHIMNEY       APPROX. 2.3 KM 0032206.3 |
 PE2224| PE2212 THOMAS HILL HOUSE CUPOLA            APPROX. 5.9 KM 0051319.6 |
 PE2224| PE2204 BANGOR UNITARIAN CHURCH SPIRE       APPROX. 5.1 KM 0143319.7 |
 PE2224| PE2210 SOUTH BREWER CHURCH SPIRE           APPROX. 1.6 KM 0175142.1 |
 PE2224| PE2202 BREWERS BELFRY                      APPROX. 5.0 KM 0222603.5 |
 PE2224| PE2206 SOUTH BREWER                        APPROX. 2.2 KM 0253331.2 |
 PE2224| PE2201 BREWERS FLAGSTAFF                   APPROX. 4.8 KM 0295018.5 |
 PE2224| PE2174 NICHOLS 1864                        APPROX. 1.7 KM 2421909.4 |
 PE2224| PE2231 CROSBYS NARROW FLAG IN TREE         APPROX. 2.3 KM 2631050.9 |
 PE2224|---------------------------------------------------------------------|
 PE2224
 PE2224                          SUPERSEDED SURVEY CONTROL
 PE2224
 PE2224  NAD 83(1992)-  44 45 15.59822(N)    068 47 22.20296(W) AD(       ) 3
 PE2224  NAD 83(1986)-  44 45 15.59675(N)    068 47 22.20395(W) AD(       ) 3
 PE2224  NAD 27      -  44 45 15.35000(N)    068 47 24.08000(W) AD(       ) 3
 PE2224
 PE2224.Superseded values are not recommended for survey control.
 PE2224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2224.See file dsdata.txt to determine how the superseded data were derived.
 PE2224
 PE2224_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1666155682(NAD 83)
 PE2224
 PE2224  HISTORY     - Date     Condition        Report By
 PE2224  HISTORY     - 1864     MONUMENTED       CGS
 PE2224  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2224  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE2224
 PE2224                          STATION DESCRIPTION
 PE2224
 PE2224'DESCRIBED BY COAST AND GEODETIC SURVEY 1864 (SCM)
 PE2224'STATION IS ON THE E SIDE OF THE PENOBSCOT RIVER ON LAND BELONGING
 PE2224'TO JOSEPH DOANE (ABOUT 1/4 MILE E OF ROAD TO BREWER) NEAR THE
 PE2224'CORNER OF A STONE WALL.
 PE2224'
 PE2224'THE CENTER IS MARKED WITH AN IRON CONE SUNK BELOW THE SURFACE,
 PE2224'AND THREE INSTRUMENT PEGS.  THE REFERENCES ARE AS FOLLOWS--TO
 PE2224'PINE TREE NE, 51.8 FEET.  TO CORNER OF STONE WALL, 65.1 FEET.  TO
 PE2224'POPLAR TREE ABOUT SW 78.4 FEET.
 PE2224
 PE2224                          STATION RECOVERY (1934)
 PE2224
 PE2224'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2224'THE STATION IS LOST.  THE ONLY REFERENCE THAT COULD BE FOUND WAS
 PE2224'THE CORNER OF THE STONE FENCE, AND SINCE NO DIRECTION IS GIVEN
 PE2224'FROM THIS, DIGGING FOR THE IRON CONE IS IMPRACTICAL.
 PE2224
 PE2224                          STATION RECOVERY (1944)
 PE2224
 PE2224'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE2224'STATION COULD NOT BE FOUND.  THE ONLY REFERENCE MARK THAT COULD
 PE2224'BE FOUND WAS THE CORNER OF A STONE FENCE, BUT THERE IS ALSO
 PE2224'ANOTHER CORNER ABOUT 100 FEET AWAY.  SINCE NO DIRECTION IS GIVEN
 PE2224'FROM THE CORNER OF THE FENCE, IT WOULD BE IMPRACTICAL TO DIG
 PE2224'FOR THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1539 ***********************************************************************
 QF1539  DESIGNATION -  DOBIS
 QF1539  PID         -  QF1539
 QF1539  STATE/COUNTY-  ME/WASHINGTON
 QF1539  USGS QUAD   -  DARK COVE MOUNTAIN (1990)
 QF1539
 QF1539                         *CURRENT SURVEY CONTROL
 QF1539  ___________________________________________________________________
 QF1539* NAD 83(1996)-  45 14 35.03097(N)    067 59 13.24091(W)     ADJUSTED  
 QF1539* NAVD 88     -       216.     (meters)     709.     (feet)  SCALED    
 QF1539  ___________________________________________________________________
 QF1539  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 QF1539  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 QF1539
 QF1539  HORZ ORDER  -  THIRD
 QF1539
 QF1539.The horizontal coordinates were established by classical geodetic methods
 QF1539.and adjusted by the National Geodetic Survey in March 1998..
 QF1539
 QF1539.The orthometric height was scaled from a topographic map.
 QF1539
 QF1539.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1539
 QF1539.The geoid height was determined by GEOID03.
 QF1539
 QF1539;                    North         East     Units Scale Factor Converg.
 QF1539;SPC ME E     -   175,281.572   340,272.120   MT  0.99991993   +0 21 51.4
 QF1539;UTM  19      - 5,010,451.398   579,500.688   MT  0.99967771   +0 43 09.7
 QF1539
 QF1539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1539!SPC ME E     -   0.99996991  x   0.99991993  =   0.99988984
 QF1539!UTM  19      -   0.99996991  x   0.99967771  =   0.99964763
 QF1539
 QF1539:                Primary Azimuth Mark                     Grid Az
 QF1539:SPC ME E     -  PASSADUMKEAG USGS 1958                   246 15 33.2
 QF1539:UTM  19      -  PASSADUMKEAG USGS 1958                   245 54 14.9
 QF1539
 QF1539|---------------------------------------------------------------------|
 QF1539| PID    Reference Object                     Distance      Geod. Az  |
 QF1539|                                                           dddmmss.s |
 QF1539| QG1396 PASSADUMKEAG USGS 1958              APPROX.31.7 KM 2463724.6 |
 QF1539|---------------------------------------------------------------------|
 QF1539
 QF1539                          SUPERSEDED SURVEY CONTROL
 QF1539
 QF1539  NAD 83(1992)-  45 14 35.02826(N)    067 59 13.23891(W) AD(       ) 3
 QF1539  NAD 83(1986)-  45 14 35.02994(N)    067 59 13.24454(W) AD(       ) 3
 QF1539  NAD 27      -  45 14 34.77014(N)    067 59 15.21042(W) AD(       ) 3
 QF1539
 QF1539.Superseded values are not recommended for survey control.
 QF1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1539.See file dsdata.txt to determine how the superseded data were derived.
 QF1539
 QF1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL7950110451(NAD 83)
 QF1539_MARKER: DD = SURVEY DISK
 QF1539_SETTING: 66 = SET IN ROCK OUTCROP
 QF1539_SP_SET: SET IN ROCK OUTCROP
 QF1539_MAGNETIC: N = NO MAGNETIC MATERIAL
 QF1539_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF1539+STABILITY: POSITION/ELEVATION WELL
 QF1539
 QF1539  HISTORY     - Date     Condition        Report By
 QF1539  HISTORY     - 1928     MONUMENTED       USGS
 QF1539
 QF1539                          STATION DESCRIPTION
 QF1539
 QF1539'DESCRIBED BY US GEOLOGICAL SURVEY 1928 (TTR)
 QF1539'LOCATED IN N. CENTRAL PART OF T. 5, ABOUT 1.0 MI S. OF WASHINGTON-
 QF1539'PENOBSCOT COUNTY LINE ON HIGHEST POINT OF PORCUPINE MOUNTAIN.
 QF1539'MOUNTAIN IS LOCATED ABOUT MIDWAY BETWEEN DOBSIS AND GRAND LAKE AND
 QF1539'ABOUT 1.5 MI SE. OF HORSESHOE POND.
 QF1539'
 QF1539'TO REACH STATION FROM DENNISON CAMPS, AT LOCK BETWEEN DOBSIS AND
 QF1539'POCUMCUS LAKES, TAKE BOAT UP DOBSIS LAKE TO HORSESHOE CAVE WHICH IS
 QF1539'ABOUT 1.5 MI W. OF STATION, CLIMB W. SLOPE.
 QF1539'
 QF1539'STATION MARK-  STANDARD DISK SET IN GRANITE OUTCROP, STAMPED
 QF1539'---R 1928---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0711 ***********************************************************************
 QF0711  DESIGNATION -  DOCHET ISLAND
 QF0711  PID         -  QF0711
 QF0711  STATE/COUNTY-  ME/WASHINGTON
 QF0711  USGS QUAD   -  DEVILS HEAD (1977)
 QF0711
 QF0711                         *CURRENT SURVEY CONTROL
 QF0711  ___________________________________________________________________
 QF0711* NAD 83(1996)-  45 07 43.28247(N)    067 08 00.61178(W)     ADJUSTED  
 QF0711* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 QF0711  ___________________________________________________________________
 QF0711  LAPLACE CORR-           3.07  (seconds)                    DEFLEC99
 QF0711  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 QF0711
 QF0711  HORZ ORDER  -  THIRD
 QF0711
 QF0711.The horizontal coordinates were established by classical geodetic methods
 QF0711.and adjusted by the National Geodetic Survey in March 1998..
 QF0711
 QF0711.The orthometric height was scaled from a topographic map.
 QF0711
 QF0711.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0711
 QF0711.The geoid height was determined by GEOID03.
 QF0711
 QF0711;                    North         East     Units Scale Factor Converg.
 QF0711;SPC ME E     -   163,352.266   407,491.703   MT  1.00004203   +0 58 06.7
 QF0711;UTM  19      - 4,998,940.966   646,778.738   MT  0.99986491   +1 19 22.8
 QF0711
 QF0711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0711!SPC ME E     -   1.00000127  x   1.00004203  =   1.00004331
 QF0711!UTM  19      -   1.00000127  x   0.99986491  =   0.99986618
 QF0711
 QF0711:                Primary Azimuth Mark                     Grid Az
 QF0711:SPC ME E     -  SAND POINT IBC                           005 42 20.2
 QF0711:UTM  19      -  SAND POINT IBC                           005 21 04.1
 QF0711
 QF0711|---------------------------------------------------------------------|
 QF0711| PID    Reference Object                     Distance      Geod. Az  |
 QF0711|                                                           dddmmss.s |
 QF0711| QF0721 SAND POINT IBC                      APPROX. 1.3 KM 0064026.9 |
 QF0711| CE8843 DOCHET ISLAND RM 2                    3.867 METERS 18314     |
 QF0711| CE8842 DOCHET ISLAND RM 1                    2.340 METERS 32058     |
 QF0711| QF0714 DOCHET ISLAND LH USE FINIAL          13.496 METERS 34645     |
 QF0711|---------------------------------------------------------------------|
 QF0711
 QF0711                          SUPERSEDED SURVEY CONTROL
 QF0711
 QF0711  NAD 83(1992)-  45 07 43.27631(N)    067 08 00.61033(W) AD(       ) 3
 QF0711  NAD 83(1986)-  45 07 43.27846(N)    067 08 00.61434(W) AD(       ) 3
 QF0711  NAD 27      -  45 07 43.00100(N)    067 08 02.66100(W) AD(       ) 3
 QF0711
 QF0711.Superseded values are not recommended for survey control.
 QF0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0711.See file dsdata.txt to determine how the superseded data were derived.
 QF0711
 QF0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK4677998941(NAD 83)
 QF0711_MARKER: DH = HORIZONTAL CONTROL DISK
 QF0711_SETTING: 66 = SET IN ROCK OUTCROP
 QF0711
 QF0711  HISTORY     - Date     Condition        Report By
 QF0711  HISTORY     - 1909     MONUMENTED       IBC
 QF0711  HISTORY     - 1946     SEE DESCRIPTION  CGS
 QF0711
 QF0711                          STATION DESCRIPTION
 QF0711
 QF0711'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JEM)
 QF0711'ON AN ISLAND OF THE SAME NAME IN THE LOWER ST CROIX RIVER, NEAR THE
 QF0711'SUMMIT OF THE KNOLL S OF THE LIGHTHOUSE AND THE KEEPERS DWELLING.
 QF0711'
 QF0711'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE IN THE LEDGE.  THE
 QF0711'LETTERS---U.S.R.M.---ARE CUT IN THE LEDGE NEAR THE MARK, AND REFERENCE
 QF0711'MONUMENT 242 IS SET IN THE LEDGE BESIDE IT.  THE FINIAL OF THE
 QF0711'LIGHTHOUSE LANTERN BEARS N 13 W, 13.2 METERS DISTANT.  A CROSS
 QF0711'WITHIN A TRIANGLE CUT IN THE LEDGE BEARS N 59 42 E, 2.34
 QF0711'METERS, AND A LIKE MARK CUT IN THE LEDGE BEARS N 78 02 W, 3.87
 QF0711'METERS DISTANT.
 QF0711
 QF0711                          STATION RECOVERY (1946)
 QF0711
 QF0711'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 QF0711'THE STATION IS ON AN ISLAND OF THE SAME NAME IN THE LOWER
 QF0711'ST. CROIX RIVER, NEAR THE SUMMIT OF THE KNOLL S OF THE
 QF0711'LIGHTHOUSE AND THE KEEPERS DWELLING.
 QF0711'
 QF0711'THE STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE IN THE
 QF0711'LEDGE.  THE LETTERS U.S.R.M. ARE CUT IN THE LEDGE NEAR THE
 QF0711'MARK, AND REFERENCE MONUMENT 242 IS SET IN THE LEDGE BESIDE
 QF0711'IT.  THE FINIAL OF THE LIGHTHOUSE LANTERN BEARS N. 13 DEG W.,
 QF0711'13.2 METERS DISTANT.  A CROSS WITHIN A TRIANGLE CUT IN THE LEDGE
 QF0711'BEARS N. 59 DEG 42 MIN E., 2.34 METERS, AND A LIKE MARK CUT IN
 QF0711'THE LEDGE BEARS N. 78 DEG 02 MIN W., 3.87 METERS DISTANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0714 ***********************************************************************
 QF0714  DESIGNATION -  DOCHET ISLAND LH USE FINIAL
 QF0714  PID         -  QF0714
 QF0714  STATE/COUNTY-  ME/WASHINGTON
 QF0714  USGS QUAD   -  DEVILS HEAD (1977)
 QF0714
 QF0714                         *CURRENT SURVEY CONTROL
 QF0714  ___________________________________________________________________
 QF0714* NAD 83(1996)-  45 07 43.70801(N)    067 08 00.75333(W)     ADJUSTED  
 QF0714* NAVD 88     -                                                        
 QF0714  ___________________________________________________________________
 QF0714  LAPLACE CORR-           3.07  (seconds)                    DEFLEC99
 QF0714  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 QF0714
 QF0714  HORZ ORDER  -  THIRD
 QF0714
 QF0714.The horizontal coordinates were established by classical geodetic methods
 QF0714.and adjusted by the National Geodetic Survey in March 1998..
 QF0714
 QF0714
 QF0714.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0714
 QF0714.The geoid height was determined by GEOID03.
 QF0714
 QF0714;                    North         East     Units Scale Factor Converg.
 QF0714;SPC ME E     -   163,365.350   407,488.388   MT  1.00004202   +0 58 06.6
 QF0714;UTM  19      - 4,998,954.026   646,775.342   MT  0.99986489   +1 19 22.7
 QF0714
 QF0714                          SUPERSEDED SURVEY CONTROL
 QF0714
 QF0714  NAD 83(1992)-  45 07 43.70192(N)    067 08 00.75190(W) AD(       ) 4
 QF0714  NAD 83(1986)-  45 07 43.70428(N)    067 08 00.75482(W) AD(       ) 4
 QF0714  NAD 27      -  45 07 43.42500(N)    067 08 02.80200(W) AD(       ) 3
 QF0714
 QF0714.Superseded values are not recommended for survey control.
 QF0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0714.See file dsdata.txt to determine how the superseded data were derived.
 QF0714
 QF0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK4677598954(NAD 83)
 QF0714
 QF0714  HISTORY     - Date     Condition        Report By
 QF0714  HISTORY     - UNK      MONUMENTED
 QF0714  HISTORY     - 1946     SEE DESCRIPTION  CGS
 QF0714
 QF0714                          STATION DESCRIPTION
 QF0714
 QF0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (NWS)
 QF0714'THE STATION IS ON DOCHET ISLAND IN THE ST. CROIX RIVER.
 QF0714'
 QF0714'THE STATION MARK IS THE FINIAL OF THE LANTERN ON THE LIGHTHOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0408 ***********************************************************************
 OB0408  DESIGNATION -  DODGE
 OB0408  PID         -  OB0408
 OB0408  STATE/COUNTY-  ME/LINCOLN
 OB0408  USGS QUAD   -  BRISTOL (1969)
 OB0408
 OB0408                         *CURRENT SURVEY CONTROL
 OB0408  ___________________________________________________________________
 OB0408* NAD 83(1996)-  43 55 34.57411(N)    069 36 05.74034(W)     ADJUSTED  
 OB0408* NAVD 88     -                                                        
 OB0408  ___________________________________________________________________
 OB0408  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 OB0408  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 OB0408
 OB0408  HORZ ORDER  -  THIRD
 OB0408
 OB0408.The horizontal coordinates were established by classical geodetic methods
 OB0408.and adjusted by the National Geodetic Survey in March 1998..
 OB0408
 OB0408
 OB0408.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0408
 OB0408.The geoid height was determined by GEOID03.
 OB0408
 OB0408;                    North         East     Units Scale Factor Converg.
 OB0408;SPC ME W     -   121,576.670   945,376.888   MT  0.99999198   +0 23 31.3
 OB0408;SPC ME E     -    29,431.204   211,544.588   MT  0.99999620   -0 45 51.3
 OB0408;UTM  19      - 4,863,859.814   451,707.970   MT  0.99962868   -0 25 02.5
 OB0408
 OB0408                          SUPERSEDED SURVEY CONTROL
 OB0408
 OB0408  NAD 83(1992)-  43 55 34.57451(N)    069 36 05.73498(W) AD(       ) 4
 OB0408  NAD 83(1986)-  43 55 34.57965(N)    069 36 05.74067(W) AD(       ) 4
 OB0408  NAD 27      -  43 55 34.31000(N)    069 36 07.57000(W) AD(       ) 3
 OB0408
 OB0408.Superseded values are not recommended for survey control.
 OB0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0408.See file dsdata.txt to determine how the superseded data were derived.
 OB0408
 OB0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ5170863860(NAD 83)
 OB0408
 OB0408  HISTORY     - Date     Condition        Report By
 OB0408  HISTORY     - UNK      MONUMENTED
 OB0408  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0408
 OB0408                          STATION DESCRIPTION
 OB0408
 OB0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (HOF)
 OB0408'SEARCHED FOR BUT NO MARK WAS FOUND ON PROMINENT LEDGES ON TOP
 OB0408'OF HILL IN THIS LOCALITY.  AIR COMPILATION AND PLANE TABLE
 OB0408'METHODS MIGHT LOCATE THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2365 ***********************************************************************
 PE2365  DESIGNATION -  DODGE HOMESTEAD SOUTH CHIMNEY
 PE2365  PID         -  PE2365
 PE2365  STATE/COUNTY-  ME/KNOX
 PE2365  USGS QUAD   -  WEST ROCKPORT (1988)
 PE2365
 PE2365                         *CURRENT SURVEY CONTROL
 PE2365  ___________________________________________________________________
 PE2365* NAD 83(1996)-  44 08 10.95015(N)    069 07 49.96158(W)     ADJUSTED  
 PE2365* NAVD 88     -                                                        
 PE2365  ___________________________________________________________________
 PE2365  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 PE2365  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 PE2365
 PE2365  HORZ ORDER  -  THIRD
 PE2365
 PE2365.The horizontal coordinates were established by classical geodetic methods
 PE2365.and adjusted by the National Geodetic Survey in March 1998..
 PE2365
 PE2365
 PE2365.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2365
 PE2365.The geoid height was determined by GEOID03.
 PE2365
 PE2365;                    North         East     Units Scale Factor Converg.
 PE2365;SPC ME E     -    52,377.557   249,547.393   MT  0.99993130   -0 26 20.8
 PE2365;SPC ME W     -   145,288.034   982,910.176   MT  1.00005118   +0 43 17.6
 PE2365;UTM  19      - 4,887,028.182   489,557.683   MT  0.99960134   -0 05 27.3
 PE2365
 PE2365                          SUPERSEDED SURVEY CONTROL
 PE2365
 PE2365  NAD 83(1992)-  44 08 10.95527(N)    069 07 49.94210(W) AD(       ) 4
 PE2365  NAD 83(1986)-  44 08 10.95977(N)    069 07 49.94907(W) AD(       ) 4
 PE2365  NAD 27      -  44 08 10.67000(N)    069 07 51.80000(W) AD(       ) 3
 PE2365
 PE2365.Superseded values are not recommended for survey control.
 PE2365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2365.See file dsdata.txt to determine how the superseded data were derived.
 PE2365
 PE2365_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ8955887028(NAD 83)
 PE2365
 PE2365  HISTORY     - Date     Condition        Report By
 PE2365  HISTORY     - UNK      MONUMENTED
 PE2365  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2365  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2365
 PE2365                          STATION DESCRIPTION
 PE2365
 PE2365'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2365'STATION IS LOST.
 PE2365
 PE2365                          STATION RECOVERY (1943)
 PE2365
 PE2365'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2365'LISTED AS LOST IN 1934.  A GREEN-TRIMMED, CREAM-COLORED HOUSE
 PE2365'WHICH WAS BUILT IN 1927 IS NOW LOCATED ON THE OLD DODGE
 PE2365'HOMESTEAD SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1864 ***********************************************************************
 QF1864  DESIGNATION -  DOE IBC
 QF1864  PID         -  QF1864
 QF1864  STATE/COUNTY-  ME/AROOSTOOK
 QF1864  USGS QUAD   -  ORIENT (1989)
 QF1864
 QF1864                         *CURRENT SURVEY CONTROL
 QF1864  ___________________________________________________________________
 QF1864* NAD 83(1996)-  45 50 00.19792(N)    067 45 51.74250(W)     ADJUSTED  
 QF1864* NAVD 88     -       133.     (meters)     436.     (feet)  SCALED    
 QF1864  ___________________________________________________________________
 QF1864  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 QF1864  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 QF1864
 QF1864  HORZ ORDER  -  THIRD
 QF1864
 QF1864.The horizontal coordinates were established by classical geodetic methods
 QF1864.and adjusted by the National Geodetic Survey in March 1998..
 QF1864
 QF1864.The orthometric height was scaled from a topographic map.
 QF1864
 QF1864.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1864
 QF1864.The geoid height was determined by GEOID03.
 QF1864
 QF1864;                    North         East     Units Scale Factor Converg.
 QF1864;SPC ME E     -   241,020.141   357,149.136   MT  0.99994014   +0 31 39.7
 QF1864;UTM  19      - 5,076,278.376   595,964.025   MT  0.99971321   +0 53 11.1
 QF1864
 QF1864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1864!SPC ME E     -   0.99998289  x   0.99994014  =   0.99992303
 QF1864!UTM  19      -   0.99998289  x   0.99971321  =   0.99969610
 QF1864
 QF1864|---------------------------------------------------------------------|
 QF1864| PID    Reference Object                     Distance      Geod. Az  |
 QF1864|                                                           dddmmss.s |
 QF1864| QF1863 DOE MARK IBC                         14.325 METERS 14506     |
 QF1864| QF1859 REFERENCE MON 20=ENTRANCE           473.331 METERS 1491711.9 |
 QF1864| QF1867 WALL IBC                            APPROX. 0.6 KM 1850106.1 |
 QF1864| QF1871 DEER IBC                            268.531 METERS 26117     |
 QF1864| QF1873 FAWN IBC                            381.866 METERS 31142     |
 QF1864| QF1870 CALF IBC                            445.098 METERS 3372754.5 |
 QF1864|---------------------------------------------------------------------|
 QF1864
 QF1864                          SUPERSEDED SURVEY CONTROL
 QF1864
 QF1864  NAD 83(1992)-  45 50 00.19520(N)    067 45 51.74102(W) AD(       ) 3
 QF1864  NAD 83(1986)-  45 50 00.20115(N)    067 45 51.76125(W) AD(       ) 3
 QF1864  NAD 27      -  45 49 59.99300(N)    067 45 53.71900(W) AD(       ) 3
 QF1864
 QF1864.Superseded values are not recommended for survey control.
 QF1864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1864.See file dsdata.txt to determine how the superseded data were derived.
 QF1864
 QF1864_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9596476278(NAD 83)
 QF1864_MARKER: DD = SURVEY DISK
 QF1864_SETTING: 0 = UNSPECIFIED SETTING
 QF1864_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QF1864
 QF1864  HISTORY     - Date     Condition        Report By
 QF1864  HISTORY     - 1912     MONUMENTED       IBC
 QF1864  HISTORY     - 1921     SEE DESCRIPTION  IBC
 QF1864
 QF1864                          STATION DESCRIPTION
 QF1864
 QF1864'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (JEM)
 QF1864'ON MONUMENT BROOK, 0.2 MILE FROM NORTH LAKE, AND ABOUT 35 METERS FROM
 QF1864'THE BROOK.
 QF1864'
 QF1864'STATION MARK IS A BRONZE DISK SET IN THE TOP OF A GRANITE POST 8
 QF1864'INCHES SQUARE AND 3 FEET LONG FIRMLY SET IN THE GROUND.
 QF1864'
 QF1864'THE REFERENCE MARK IS A DRILL HOLE SURROUNDED BY A TRIANGLE CUT IN A
 QF1864'BLOCK OF GRANITE WHOSE EXPOSED SURFACE IS 1.2 METERS BY 0.9 METER,
 QF1864'WHICH BEARS S 35 DEGREES E, 14.3 METERS FROM THE STATION.
 QF1864
 QF1864                          STATION RECOVERY (1921)
 QF1864
 QF1864'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1921
 QF1864'THIS STATION COULD NOT BE FOUND, BUT THE REFERENCE MARK CALLED, DOE
 QF1864'MARK, WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1863 ***********************************************************************
 QF1863  DESIGNATION -  DOE MARK IBC
 QF1863  PID         -  QF1863
 QF1863  STATE/COUNTY-  ME/AROOSTOOK
 QF1863  USGS QUAD   -  ORIENT (1989)
 QF1863
 QF1863                         *CURRENT SURVEY CONTROL
 QF1863  ___________________________________________________________________
 QF1863* NAD 83(1996)-  45 49 59.81741(N)    067 45 51.36269(W)     ADJUSTED  
 QF1863* NAVD 88     -       133.     (meters)     436.     (feet)  SCALED    
 QF1863  ___________________________________________________________________
 QF1863  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 QF1863  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 QF1863
 QF1863  HORZ ORDER  -  THIRD
 QF1863
 QF1863.The horizontal coordinates were established by classical geodetic methods
 QF1863.and adjusted by the National Geodetic Survey in March 1998..
 QF1863
 QF1863.The orthometric height was scaled from a topographic map.
 QF1863
 QF1863.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1863
 QF1863.The geoid height was determined by GEOID03.
 QF1863
 QF1863;                    North         East     Units Scale Factor Converg.
 QF1863;SPC ME E     -   241,008.470   357,157.440   MT  0.99994015   +0 31 40.0
 QF1863;UTM  19      - 5,076,266.759   595,972.401   MT  0.99971323   +0 53 11.3
 QF1863
 QF1863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1863!SPC ME E     -   0.99998289  x   0.99994015  =   0.99992304
 QF1863!UTM  19      -   0.99998289  x   0.99971323  =   0.99969612
 QF1863
 QF1863                          SUPERSEDED SURVEY CONTROL
 QF1863
 QF1863  NAD 83(1992)-  45 49 59.81469(N)    067 45 51.36122(W) AD(       ) 4
 QF1863  NAD 83(1986)-  45 49 59.82064(N)    067 45 51.38145(W) AD(       ) 4
 QF1863  NAD 27      -  45 49 59.61249(N)    067 45 53.33920(W) AD(       ) 3
 QF1863
 QF1863.Superseded values are not recommended for survey control.
 QF1863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1863.See file dsdata.txt to determine how the superseded data were derived.
 QF1863
 QF1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9597276267(NAD 83)
 QF1863_MARKER: H = DRILL HOLE
 QF1863_SETTING: 0 = UNSPECIFIED SETTING
 QF1863_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QF1863
 QF1863  HISTORY     - Date     Condition        Report By
 QF1863  HISTORY     - 1912     MONUMENTED       IBC
 QF1863  HISTORY     - 1921     GOOD             IBC
 QF1863
 QF1863                          STATION DESCRIPTION
 QF1863
 QF1863'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (JEM)
 QF1863'THE STATION MARK IS A DRILL HOLE SURROUNDED BY A TRIANGLE CUT IN A
 QF1863'BLOCK OF GRANITE WHOSE EXPOSED SURFACE IS 1.2 METERS BY .9 METER,
 QF1863'WHICH BEARS S 35 DEGREES E, 14.3 METERS FROM STATION DOE.
 QF1863
 QF1863                          STATION RECOVERY (1921)
 QF1863
 QF1863'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1921
 QF1863'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0626 ***********************************************************************
 PE0626  DESIGNATION -  DOG
 PE0626  PID         -  PE0626
 PE0626  STATE/COUNTY-  ME/PENOBSCOT
 PE0626  USGS QUAD   -  BANGOR (1991)
 PE0626
 PE0626                         *CURRENT SURVEY CONTROL
 PE0626  ___________________________________________________________________
 PE0626* NAD 83(1996)-  44 46 38.74048(N)    068 49 18.37580(W)     ADJUSTED  
 PE0626* NAVD 88     -        53.919  (meters)     176.90   (feet)  ADJUSTED  
 PE0626  ___________________________________________________________________
 PE0626  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 PE0626  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 PE0626  DYNAMIC HT  -          53.917 (meters)     176.89  (feet)  COMP
 PE0626  MODELED GRAV-     980,577.5   (mgal)                       NAVD 88
 PE0626
 PE0626  HORZ ORDER  -  SECOND
 PE0626  VERT ORDER  -  SECOND    CLASS 0
 PE0626
 PE0626.The horizontal coordinates were established by classical geodetic methods
 PE0626.and adjusted by the National Geodetic Survey in March 1998..
 PE0626
 PE0626.The orthometric height was determined by differential leveling
 PE0626.and adjusted by the National Geodetic Survey in June 1991..
 PE0626
 PE0626.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE0626
 PE0626.The geoid height was determined by GEOID03.
 PE0626
 PE0626.The dynamic height is computed by dividing the NAVD 88
 PE0626.geopotential number by the normal gravity value computed on the
 PE0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0626.degrees latitude (g = 980.6199 gals.).
 PE0626
 PE0626.The modeled gravity was interpolated from observed gravity values.
 PE0626
 PE0626;                    North         East     Units Scale Factor Converg.
 PE0626;SPC ME E     -   123,462.015   274,533.885   MT  0.99990797   -0 13 35.9
 PE0626;UTM  19      - 4,958,241.394   514,101.445   MT  0.99960245   +0 07 31.9
 PE0626
 PE0626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE0626!SPC ME E     -   0.99999545  x   0.99990797  =   0.99990342
 PE0626!UTM  19      -   0.99999545  x   0.99960245  =   0.99959790
 PE0626
 PE0626|---------------------------------------------------------------------|
 PE0626| PID    Reference Object                     Distance      Geod. Az  |
 PE0626|                                                           dddmmss.s |
 PE0626| PE0625 DOG RM 1                             48.319 METERS 02053     |
 PE0626| PE2209 BANGOR RAD STA WLBZ TALL MAST       APPROX. 6.6 KM 0273539.4 |
 PE0626| PE2142 BREWER WATER DISTRICT SPIPE         APPROX. 6.0 KM 0805025.4 |
 PE0626| PE2140 BREWER RADIO STA WABI E MAST        APPROX. 5.9 KM 0861739.2 |
 PE0626| PE2141 BREWER RADIO STA WABI W MAST        APPROX. 5.8 KM 0862343.2 |
 PE0626| PE2153 HOLDEN TV STATION WABI MAST         APPROX.10.5 KM 1143747.7 |
 PE0626| PE2155 ATT MICROWAVE 7 MI S OF BREWER      APPROX.11.9 KM 1540450.1 |
 PE0626| PE2222 BANGOR DOW AFB TANK                 153.759 METERS 23353     |
 PE0626| PE0627 DOG RM 2                             47.275 METERS 25356     |
 PE0626| PE2215 HERMON B AND A RR TANK              APPROX. 3.8 KM 2924443.8 |
 PE0626|---------------------------------------------------------------------|
 PE0626
 PE0626                          SUPERSEDED SURVEY CONTROL
 PE0626
 PE0626  NAD 83(1992)-  44 46 38.73943(N)    068 49 18.37315(W) AD(       ) 2
 PE0626  NAD 83(1986)-  44 46 38.73786(N)    068 49 18.37450(W) AD(       ) 2
 PE0626  NAD 27      -  44 46 38.48300(N)    068 49 20.23730(W) AD(       ) 2
 PE0626  NGVD 29 (??/??/92)   54.127  (m)          177.58   (f) ADJ UNCH    2 0
 PE0626
 PE0626.Superseded values are not recommended for survey control.
 PE0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0626.See file dsdata.txt to determine how the superseded data were derived.
 PE0626
 PE0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1410158241(NAD 83)
 PE0626_MARKER: DS = TRIANGULATION STATION DISK
 PE0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0626_STAMPING: DOG 1958
 PE0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0626+STABILITY: SURFACE MOTION
 PE0626
 PE0626  HISTORY     - Date     Condition        Report By
 PE0626  HISTORY     - 1958     MONUMENTED       CGS
 PE0626  HISTORY     - 1958     GOOD             CGS
 PE0626  HISTORY     - 1970     SEE DESCRIPTION  NGS
 PE0626  HISTORY     - 1974     SEE DESCRIPTION  NGS
 PE0626  HISTORY     - 1984     GOOD             USPSQD
 PE0626  HISTORY     - 1984     GOOD             USPSQD
 PE0626  HISTORY     - 1988     GOOD             USPSQD
 PE0626  HISTORY     - 1989     GOOD             USPSQD
 PE0626
 PE0626                          STATION DESCRIPTION
 PE0626
 PE0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 PE0626'STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF BANGOR, ON A
 PE0626'U.S. MILITARY RESERVATION NEAR THE TALL CHECKERED BANGOR, DOW
 PE0626'AIRFORCE BASE WATER TANK AND SENTRY DOG KENNELS.  STATION IS
 PE0626'89 FEET SOUTH-SOUTHEAST OF UTILITY POWER POLE NO. 14, 49 FEET
 PE0626'SOUTH-SOUTHEAST OF APPROXIMATE CENTERLINE OF ROAD AND 22 FEET
 PE0626'SOUTH OF WITNESS POST.  THE MARK PROJECTS 1 INCH AND THE DISK IS
 PE0626'STAMPED DOG 1958.
 PE0626'
 PE0626'REFERENCE MARK NO. 1 IS 6-1/2 FEET SOUTHWEST OF UTILITY POWER
 PE0626'POLE NO. 13, 13 FEET SOUTHEAST OF TIMBER LINE AND 23 FEET
 PE0626'NORTHWEST OF APPROXIMATE CENTERLINE OF ROAD.  MARK PROJECTS ABOUT
 PE0626'1 INCH AND THE DISK IS STAMPED DOG NO. 1 1958.
 PE0626'
 PE0626'REFERENCE MARK NO. 2 IS 5 FEET NORTH OF UTILITY POWER POLE
 PE0626'NO. 15, 23 FEET NORTHWEST OF APPROXIMATE CENTERLINE OF ROAD, 15
 PE0626'FEET SOUTHEAST OF TIMBER AREA AND 2 FEET SOUTH OF SOUTH SIDE OF
 PE0626'LARGE NO SMOKING SIGN.  THE MARK PROJECTS ABOUT 3 INCHES AND THE
 PE0626'DISK IS STAMPED DOG NO. 2 1958.
 PE0626'
 PE0626'BANGOR, WLBZ RADIO MAST (TALLEST OF 2) MAY BE USED AS AZIMUTH MARK.
 PE0626'
 PE0626'TO REACH FROM THE BANGOR HOUSE AT MAIN AND UNION STREETS IN
 PE0626'BANGOR, GO NORTHWEST ON UNION STREET FOR 0.3 MILE TO TRAFFIC
 PE0626'LIGHT, TURN LEFT ON HAMMOND STREET, (U.S.-HIGHWAY 2 AND STATE
 PE0626'ROUTE 100) AND GO 1.3 MILES TO TRAFFIC LIGHT, TURN LEFT WITH
 PE0626'U.S. HIGHWAY 2 AND STATE HIGHWAY 100 AND GO 1.0 MILE TO
 PE0626'CROSSROADS, TURN LEFT ON ODLIN ROAD AND GO 0.2 MILE TO RAILROAD
 PE0626'CROSSING, CONTINUE 0.3 MILE TO ROAD FORKS, KEEP LEFT
 PE0626'STRAIGHT AHEAD FOR 0.4 MILE TO POWER POLE NO. 14 ON RIGHT
 PE0626'AND STATION ON LEFT AS DESCRIBED.
 PE0626'
 PE0626'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 PE0626
 PE0626                          STATION RECOVERY (1958)
 PE0626
 PE0626'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 PE0626'5 MI N FROM HAMPDEN.
 PE0626'2.2 MILES NORTHWEST ALONG BLACKTOP ROAD TO HERMON CENTER FROM
 PE0626'THE WATER WORKS AT HAMPDEN, THENCE 2.45 MILES NORTHEAST ALONG
 PE0626'A GRAVEL AND BLACKTOP ROAD, THENCE 0.4 MILES SOUTH-SOUTHWEST ALONG
 PE0626'A BLACKTOP ROAD, ABOUT 0.1 MILE NORTHEAST OF WATERTANK, 49 1/2
 PE0626'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 67 1/2 FEET
 PE0626'SOUTHEAST OF POWER POLE 14, 145 FEET NORTHEAST OF THE NORTHWEST
 PE0626'END OF A CONCRETE PIPE CULVERT, 21.9 FEET SOUTH OF A METAL
 PE0626'WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD, SET IN
 PE0626'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 PE0626
 PE0626                          STATION RECOVERY (1970)
 PE0626
 PE0626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 PE0626'BOTH REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION, HOWEVER,
 PE0626'THE STATION SURFACE MARK AND UNDERGROUND MARK HAVE BEEN DESTROYED,
 PE0626'APPARENTLY BY GRADING DOWN OF THE AREA.  THE ORIGINAL POINT WAS
 PE0626'FOUND BY DISTANCE FROM THE REFERENCE MARKS, AND BY CHECKING THE
 PE0626'OLD ANGLE BETWEEN THE REFERENCE MARKS, AND THE STATION WAS THEN
 PE0626'RE-MARKED.  A COMPLETE DESCRIPTION FOLLOWS--
 PE0626'
 PE0626'STATION IS LOCATED IN A WIDE, LAWN AREA ALONG THE NORTHWEST
 PE0626'SIDE OF AN AIR FORCE INSTALLATION, ON A LOW RISE.
 PE0626'
 PE0626'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAYS 2 AND 95 AT
 PE0626'WEST SIDE OF BANGOR, GO WEST ON U.S. HIGHWAY 2 FOR 0.5 MILE TO
 PE0626'CROSSROAD, NEAR HOWARD JOHNSONS.  TURN LEFT AND GO SOUTH ON
 PE0626'ODLIN RD. FOR 0.45 MILE TO FORK.  TAKE LEFT FORK, STRAIGHT AHEAD,
 PE0626'FOR 0.4 MILE TO STATION ON LEFT.
 PE0626'
 PE0626'STATION MARK IS A STANDARD DISK STAMPED DOG 1958 1970, SET IN
 PE0626'THE TOP OF A 12-INCH-DIAMETER, CONCRETE MONUMENT 2 INCHES BELOW
 PE0626'GROUND LEVEL.  IT IS 66 FEET NORTHWEST OF THE WIRE-MESH, AIR
 PE0626'FORCE FENCE, 49 FEET SOUTHEAST OF CENTER LINE OF ROAD, 67 FEET
 PE0626'SOUTHEAST OF POWER POLE NO. 14, AND 77.4 FEET SOUTH-SOUTHWEST
 PE0626'OF A METAL SIGN Q D, WHICH IS THE 2ND ONE FROM THE SOUTHWEST END
 PE0626'OF A ROW OF 4 IDENTICAL SIGNS.
 PE0626'
 PE0626'UNDERGROUND STATION MARK IS A STANDARD DISK STAMPED DOG 1958 1970,
 PE0626'SET IN CONCRETE ABOUT 3 FEET BELOW GROUND.
 PE0626'
 PE0626'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED DOG NO 1
 PE0626'1958, SET IN THE TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT FLUSH
 PE0626'WITH GROUND, IN BRUSH, 21 FEET NORTHWEST OF CENTER LINE OF
 PE0626'ROAD, 6-1/2 FEET SOUTH OF POWER POLE NO. 13, AND ABOUT 3 FEET
 PE0626'LOWER THAN THE ROAD.
 PE0626'
 PE0626'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED DOG NO 2
 PE0626'1958, SET IN THE TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT FLUSH
 PE0626'WITH GROUND, IN BRUSH, 22 FEET NORTHWEST OF CENTER LINE OF
 PE0626'ROAD, 4-1/2 FEET NORTH OF POWER POLE NO. 15, AND ABOUT 3 FEET
 PE0626'LOWER THAN ROAD.
 PE0626'
 PE0626'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PE0626'3 MILES SOUTHWEST OF BANGOR.
 PE0626
 PE0626                          STATION RECOVERY (1974)
 PE0626
 PE0626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JVT)
 PE0626'R.M. 1 AND 2 RECOVERED AS DESCRIBED.  STATION MARK LOCATED INSIDE
 PE0626'SECURITY FENCE AND COULD NOT BE VISITED.
 PE0626'
 PE0626'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PE0626'3 MILES S.W. OF BANGOR.
 PE0626
 PE0626                          STATION RECOVERY (1984)
 PE0626
 PE0626'RECOVERY NOTE BY US POWER SQUADRON 1984 (ELG)
 PE0626'DOG 1958, DOG NO 1 1958, DOG NO 2 1958 FOUND GOOD.
 PE0626'
 PE0626'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 PE0626'THE 1958 DESCRIPTION IS GOOD WITH THE FOLLOWING NOTES--ALL THREE
 PE0626'DISCS ARE NOW BELOW GROUND LEVEL DUE TO HEAVY VEGETATIVE GROWTH.
 PE0626'THE FORMER U. S. MILITARY RESERVATION IS NOW THE AMMO INDUSTRIAL
 PE0626'PARK.  THE WITNESS POST FOR THE STATION IS GONE.  THE NO SMOKING
 PE0626'SIGN NEAR RM2 IS GONE.  THE UTILITY POLES HAVE BEEN RENUMBERED
 PE0626'WITH EACH POLE NUMBER BEING REDUCED BY ONE.
 PE0626
 PE0626                          STATION RECOVERY (1984)
 PE0626
 PE0626'RECOVERY NOTE BY US POWER SQUADRON 1984
 PE0626'THE BENCH MARK IS NEAR THE ENTRANCE GATE OF THE AMMO INDUSTRIAL PARK
 PE0626'(A FORMER MILITARY INSTALLATION), AND POWER LINE POLE 14 HASBEEN
 PE0626'RENUMBERED 13. THE METAL WITNESS POST IS MISSING. THE MARK IS 1 INCH
 PE0626'BELOW GROUND LEVEL NOW.
 PE0626
 PE0626                          STATION RECOVERY (1988)
 PE0626
 PE0626'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE0626'RECOVERED IN GOOD CONDITION.
 PE0626
 PE0626                          STATION RECOVERY (1989)
 PE0626
 PE0626'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELG)
 PE0626'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0617 ***********************************************************************
 PD0617  DESIGNATION -  DOG
 PD0617  PID         -  PD0617
 PD0617  STATE/COUNTY-  ME/WASHINGTON
 PD0617  USGS QUAD   -  EASTPORT (1977)
 PD0617
 PD0617                         *CURRENT SURVEY CONTROL
 PD0617  ___________________________________________________________________
 PD0617* NAD 83(1996)-  44 55 06.45654(N)    066 59 22.43390(W)     ADJUSTED  
 PD0617* NAVD 88     -                                                        
 PD0617  ___________________________________________________________________
 PD0617  LAPLACE CORR-           2.42  (seconds)                    DEFLEC99
 PD0617  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 PD0617
 PD0617  HORZ ORDER  -  THIRD
 PD0617
 PD0617.The horizontal coordinates were established by classical geodetic methods
 PD0617.and adjusted by the National Geodetic Survey in March 1998..
 PD0617
 PD0617
 PD0617.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0617
 PD0617.The geoid height was determined by GEOID03.
 PD0617
 PD0617;                    North         East     Units Scale Factor Converg.
 PD0617;SPC ME E     -   140,192.828   419,249.952   MT  1.00007481   +1 03 59.9
 PD0617;UTM  19      - 4,975,858.538   658,677.756   MT  0.99990962   +1 25 11.5
 PD0617
 PD0617                          SUPERSEDED SURVEY CONTROL
 PD0617
 PD0617  NAD 83(1992)-  44 55 06.44621(N)    066 59 22.43534(W) AD(       ) 3
 PD0617  NAD 83(1986)-  44 55 06.44451(N)    066 59 22.43292(W) AD(       ) 3
 PD0617  NGVD 29 (09/20/87)    7.6    (m)           25.     (f) VERT ANG       
 PD0617
 PD0617.Superseded values are not recommended for survey control.
 PD0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0617.See file dsdata.txt to determine how the superseded data were derived.
 PD0617
 PD0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5867875859(NAD 83)
 PD0617_MARKER: DG = GRAVITY STATION DISK
 PD0617_SETTING: 66 = SET IN ROCK OUTCROP
 PD0617_SP_SET: SET IN A ROCK LEDGE
 PD0617_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0617_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0617+STABILITY: POSITION/ELEVATION WELL
 PD0617
 PD0617  HISTORY     - Date     Condition        Report By
 PD0617  HISTORY     - 1986     MONUMENTED       NOS
 PD0617
 PD0617                          STATION DESCRIPTION
 PD0617
 PD0617'DESCRIBED BY NATIONAL OCEAN SERVICE 1986 (JGF)
 PD0617'THE STATION IS LOCATED ON THE HIGHEST POINT OF DOG ISLAND IN
 PD0617'PASSAMAQUODDY BAY
 PD0617'TO REACH, MAKE A BOAT LANDING ON THE NORTH SIDE OF THE ISLAND.
 PD0617'
 PD0617'THE STATION IS A NOS BRONZE DISK---8519204---,CEMENTED IN A DRILL
 PD0617'HOLE IN A ROCK OUTCROP.
 PD0617'
 PD0617'IT IS LOCATED, 32.5 METERS WEST FROM LIGHT NO. 5
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2089 ***********************************************************************
 PE2089  DESIGNATION -  DOG FISH BEACON
 PE2089  PID         -  PE2089
 PE2089  STATE/COUNTY-  ME/KNOX
 PE2089  USGS QUAD   -  LEADBETTER ISLAND (1982)
 PE2089
 PE2089                         *CURRENT SURVEY CONTROL
 PE2089  ___________________________________________________________________
 PE2089* NAD 83(1996)-  44 05 45.06743(N)    068 55 42.11743(W)     ADJUSTED  
 PE2089* NAVD 88     -                                                        
 PE2089  ___________________________________________________________________
 PE2089  LAPLACE CORR-           2.44  (seconds)                    DEFLEC99
 PE2089  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 PE2089
 PE2089  HORZ ORDER  -  THIRD
 PE2089
 PE2089.The horizontal coordinates were established by classical geodetic methods
 PE2089.and adjusted by the National Geodetic Survey in March 1998..
 PE2089
 PE2089
 PE2089.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2089
 PE2089.The geoid height was determined by GEOID03.
 PE2089
 PE2089;                    North         East     Units Scale Factor Converg.
 PE2089;SPC ME E     -    47,771.209   265,701.179   MT  0.99991446   -0 17 53.1
 PE2089;UTM  19      - 4,882,521.502   505,733.942   MT  0.99960040   +0 02 59.5
 PE2089
 PE2089                          SUPERSEDED SURVEY CONTROL
 PE2089
 PE2089  NAD 83(1992)-  44 05 45.07384(N)    068 55 42.09609(W) AD(       ) 4
 PE2089  NAD 83(1986)-  44 05 45.07518(N)    068 55 42.10006(W) AD(       ) 4
 PE2089  NAD 27      -  44 05 44.76000(N)    068 55 44.01000(W) AD(       ) 3
 PE2089
 PE2089.Superseded values are not recommended for survey control.
 PE2089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2089.See file dsdata.txt to determine how the superseded data were derived.
 PE2089
 PE2089_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ0573482522(NAD 83)
 PE2089
 PE2089  HISTORY     - Date     Condition        Report By
 PE2089  HISTORY     - 1934     MONUMENTED       CGS
 PE2089  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2089  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2089  HISTORY     - 1988     GOOD             USPSQD
 PE2089
 PE2089                          STATION DESCRIPTION
 PE2089
 PE2089'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2089'THE BEACON IS A BLACK SPINDLE AT THE NORTH END OF DOG FISH LEDGES
 PE2089'JUST SOUTH OF THE SW ENTRANCE TO FOX ISLAND THOROFARE.
 PE2089
 PE2089                          STATION RECOVERY (1934)
 PE2089
 PE2089'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2089'THIS INTERSECTION STATION IS A BLACK SPINDLE BEACON AT THE N END OF
 PE2089'THE DOG FISH LEDGES JUST S OF THE SW ENTRANCE TO FOX ISLAND
 PE2089'THOROUGHFARE.
 PE2089
 PE2089                          STATION RECOVERY (1943)
 PE2089
 PE2089'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2089'STATION WAS RECOVERED AS DESCRIBED IN 1934.
 PE2089
 PE2089                          STATION RECOVERY (1988)
 PE2089
 PE2089'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE2089'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0775 ***********************************************************************
 PD0775  DESIGNATION -  DOG ISLAND LIGHT 1946
 PD0775  PID         -  PD0775
 PD0775  STATE/COUNTY-  ME/WASHINGTON
 PD0775  USGS QUAD   -  EASTPORT (1977)
 PD0775
 PD0775                         *CURRENT SURVEY CONTROL
 PD0775  ___________________________________________________________________
 PD0775* NAD 83(1996)-  44 55 06.86011(N)    066 59 20.91518(W)     ADJUSTED  
 PD0775* NAVD 88     -                                                        
 PD0775  ___________________________________________________________________
 PD0775  LAPLACE CORR-           2.41  (seconds)                    DEFLEC99
 PD0775  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 PD0775
 PD0775  HORZ ORDER  -  THIRD
 PD0775
 PD0775.The horizontal coordinates were established by classical geodetic methods
 PD0775.and adjusted by the National Geodetic Survey in March 1998..
 PD0775
 PD0775
 PD0775.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0775
 PD0775.The geoid height was determined by GEOID03.
 PD0775
 PD0775;                    North         East     Units Scale Factor Converg.
 PD0775;SPC ME E     -   140,205.905   419,283.027   MT  1.00007491   +1 04 01.0
 PD0775;UTM  19      - 4,975,871.816   658,710.744   MT  0.99990974   +1 25 12.6
 PD0775
 PD0775                          SUPERSEDED SURVEY CONTROL
 PD0775
 PD0775  NAD 83(1992)-  44 55 06.84936(N)    066 59 20.91633(W) AD(       ) 3
 PD0775  NAD 83(1986)-  44 55 06.84695(N)    066 59 20.91690(W) AD(       ) 3
 PD0775  NAD 27      -  44 55 06.54400(N)    066 59 22.98000(W) AD(       ) 3
 PD0775
 PD0775.Superseded values are not recommended for survey control.
 PD0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0775.See file dsdata.txt to determine how the superseded data were derived.
 PD0775
 PD0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5871175872(NAD 83)
 PD0775_MARKER: 14 = NAVIGATION LIGHT
 PD0775_SETTING: 0 = UNSPECIFIED SETTING
 PD0775
 PD0775  HISTORY     - Date     Condition        Report By
 PD0775  HISTORY     - 1919     FIRST OBSERVED   IBC
 PD0775  HISTORY     - 1946     GOOD             CGS
 PD0775  HISTORY     - 1972     GOOD             IBC
 PD0775
 PD0775                          STATION DESCRIPTION
 PD0775
 PD0775'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1919 (JH)
 PD0775'STATION IS THE CENTER OF THE LIGHT NEAR THE APEX OF THE LIGHTHOUSE
 PD0775'ON THE HIGHEST PART OF DOG ISLAND IN PASSAMAQUODDY BAY, NEAR SHORE
 PD0775'OF MOOSE ISLAND, 3/4 MILE N OF EASTPORT, ME, ABOUT 12 METERS FROM
 PD0775'RANGE MARK 13.
 PD0775
 PD0775                          STATION RECOVERY (1946)
 PD0775
 PD0775'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (NWS)
 PD0775'STATION IS THE CENTER OF THE LIGHT NEAR THE APEX OF THE
 PD0775'LIGHTHOUSE ON THE HIGHEST PART OF DOG ISLAND IN PASSAMAQUODDY BAY,
 PD0775'NEAR SHORE OF MOOSE ISLAND, 3/4 MILE N OF EASTPORT, MAINE, ABOUT
 PD0775'12 METERS FROM RANGE MARK 13.
 PD0775
 PD0775                          STATION RECOVERY (1972)
 PD0775
 PD0775'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 PD0775'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0618 ***********************************************************************
 PD0618  DESIGNATION -  DOG ISLAND LIGHT NO 5
 PD0618  PID         -  PD0618
 PD0618  STATE/COUNTY-  ME/WASHINGTON
 PD0618  USGS QUAD   -  EASTPORT (1977)
 PD0618
 PD0618                         *CURRENT SURVEY CONTROL
 PD0618  ___________________________________________________________________
 PD0618* NAD 83(1996)-  44 55 06.84286(N)    066 59 20.92660(W)     ADJUSTED  
 PD0618* NAVD 88     -                                                        
 PD0618  ___________________________________________________________________
 PD0618  LAPLACE CORR-           2.41  (seconds)                    DEFLEC99
 PD0618  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 PD0618
 PD0618  HORZ ORDER  -  THIRD
 PD0618
 PD0618.The horizontal coordinates were established by classical geodetic methods
 PD0618.and adjusted by the National Geodetic Survey in March 1998..
 PD0618.No horizontal observational check was made to the station.
 PD0618
 PD0618
 PD0618.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0618
 PD0618.The geoid height was determined by GEOID03.
 PD0618
 PD0618;                    North         East     Units Scale Factor Converg.
 PD0618;SPC ME E     -   140,205.368   419,282.786   MT  1.00007491   +1 04 01.0
 PD0618;UTM  19      - 4,975,871.278   658,710.507   MT  0.99990974   +1 25 12.6
 PD0618
 PD0618                          SUPERSEDED SURVEY CONTROL
 PD0618
 PD0618  NAD 83(1992)-  44 55 06.83252(N)    066 59 20.92804(W) AD(       ) 4
 PD0618  NAD 83(1986)-  44 55 06.83076(N)    066 59 20.92585(W) AD(       ) 4
 PD0618
 PD0618.Superseded values are not recommended for survey control.
 PD0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0618.See file dsdata.txt to determine how the superseded data were derived.
 PD0618
 PD0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5871175871(NAD 83)
 PD0618_MARKER: 14 = NAVIGATION LIGHT
 PD0618
 PD0618  HISTORY     - Date     Condition        Report By
 PD0618  HISTORY     - 1986     FIRST OBSERVED   NOS
 PD0618
 PD0618                          STATION DESCRIPTION
 PD0618
 PD0618'DESCRIBED BY NATIONAL OCEAN SERVICE 1986 (WVH)
 PD0618'THE STATION IS THE CENTER OF THE WHITE NAVIGATIONAL LIGHT LOCATED ON
 PD0618'DOG ISLAND IN PASSAMAQUODDY BAY.
 PD0618'
 PD0618'TO REACH DOG ISLAND, PROCEED BY BOAT FROM EASTPORT, ME. AND LAND ON
 PD0618'THE NORTH END OF THE ISLAND.  LANDING AT HIGH WATER IS PREFERABLE DUE
 PD0618'TO THE HIGH CLIMB OVER KELP LADEN ROCKS AT LOW WATER.
 PD0618'
 PD0618'THE STATION IS THE LIGHT ATOP AN 11 METER HIGH SKELETAL STEEL TOWER.
 PD0618'
 PD0618'DESCRIBED BY JGF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0625 ***********************************************************************
 PE0625  DESIGNATION -  DOG RM 1
 PE0625  PID         -  PE0625
 PE0625  STATE/COUNTY-  ME/PENOBSCOT
 PE0625  USGS QUAD   -  BANGOR (1991)
 PE0625
 PE0625                         *CURRENT SURVEY CONTROL
 PE0625  ___________________________________________________________________
 PE0625* NAD 83(1986)-  44 46 38.     (N)    068 49 18.     (W)     SCALED    
 PE0625* NAVD 88     -        52.663  (meters)     172.78   (feet)  ADJUSTED  
 PE0625  ___________________________________________________________________
 PE0625  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 PE0625  DYNAMIC HT  -          52.661 (meters)     172.77  (feet)  COMP
 PE0625  MODELED GRAV-     980,577.5   (mgal)                       NAVD 88
 PE0625
 PE0625  VERT ORDER  -  SECOND    CLASS 0
 PE0625
 PE0625.The horizontal coordinates were scaled from a topographic map and have
 PE0625.an estimated accuracy of +/- 6 seconds.
 PE0625
 PE0625.The orthometric height was determined by differential leveling
 PE0625.and adjusted by the National Geodetic Survey in June 1991..
 PE0625
 PE0625.The geoid height was determined by GEOID03.
 PE0625
 PE0625.The dynamic height is computed by dividing the NAVD 88
 PE0625.geopotential number by the normal gravity value computed on the
 PE0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0625.degrees latitude (g = 980.6199 gals.).
 PE0625
 PE0625.The modeled gravity was interpolated from observed gravity values.
 PE0625
 PE0625;                    North         East    Units  Estimated Accuracy
 PE0625;SPC ME E     -   123,440.      274,540.      MT  (+/- 180 meters Scaled)
 PE0625
 PE0625                          SUPERSEDED SURVEY CONTROL
 PE0625
 PE0625  NGVD 29 (??/??/92)   52.871  (m)          173.46   (f) ADJ UNCH    2 0
 PE0625
 PE0625.Superseded values are not recommended for survey control.
 PE0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0625.See file dsdata.txt to determine how the superseded data were derived.
 PE0625
 PE0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK141582(NAD 83)
 PE0625_MARKER: DR = REFERENCE MARK DISK
 PE0625_SETTING: 80 = SET IN A BOULDER
 PE0625_SP_SET: BOULDER
 PE0625_STAMPING: DOG NO 1 1958
 PE0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0625+STABILITY: SURFACE MOTION
 PE0625
 PE0625  HISTORY     - Date     Condition        Report By
 PE0625  HISTORY     - 1958     MONUMENTED       CGS
 PE0625  HISTORY     - 1984     GOOD             USPSQD
 PE0625  HISTORY     - 1988     GOOD             USPSQD
 PE0625  HISTORY     - 1989     GOOD             USPSQD
 PE0625
 PE0625                          STATION DESCRIPTION
 PE0625
 PE0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0625'5 MI N FROM HAMPDEN.
 PE0625'2.2 MILES NORTHWEST ALONG THE BLACKTOP ROAD TO HERMON CENTER
 PE0625'FROM THE WATER WORKS AT HAMPDEN, THENCE 2.45 MILES NORTHEAST
 PE0625'ALONG A GRAVEL AND BLACKTOP ROAD, THENCE 0.4 MILES SOUTH-SOUTHWEST
 PE0625'ALONG A BLACKTOP ROAD, ABOUT 0.15 MILE EAST OF A WATER TANK,
 PE0625'23 1/2 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 6 1/2 FEET
 PE0625'SOUTHWEST OF POWER POLE 13, 63.3 FEET NORTH OF THE CENTER OF A
 PE0625'LARGE BOULDER SOUTHEAST OF THE ROAD, 158.6 FEET NORTHEAST OF
 PE0625'TRIANGULATION STATION DOG, 139 FEET NORTHEAST OF A METAL WITNESS
 PE0625'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, SET IN THE TOP
 PE0625'OF A CONCRETE POST PROJECTING 1 INCH.
 PE0625
 PE0625                          STATION RECOVERY (1984)
 PE0625
 PE0625'RECOVERY NOTE BY US POWER SQUADRON 1984
 PE0625'THE BENCH MARK IS NEAR THE ENTRANCE GATE OF THE AMMO INDUSTRIAL PARK
 PE0625'(A FORMER MILITARY INSTALLATION), AND POWER LINE POLE 13 HAS BEEN
 PE0625'RENUMBERED 12. THE METAL WITNESS POST IS MISSING. THE MARK IS 1'
 PE0625'BELOW GROUND LEVEL NOW.
 PE0625
 PE0625                          STATION RECOVERY (1988)
 PE0625
 PE0625'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE0625'RECOVERED IN GOOD CONDITION.
 PE0625
 PE0625                          STATION RECOVERY (1989)
 PE0625
 PE0625'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELG)
 PE0625'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0627 ***********************************************************************
 PE0627  DESIGNATION -  DOG RM 2
 PE0627  PID         -  PE0627
 PE0627  STATE/COUNTY-  ME/PENOBSCOT
 PE0627  USGS QUAD   -  BANGOR (1991)
 PE0627
 PE0627                         *CURRENT SURVEY CONTROL
 PE0627  ___________________________________________________________________
 PE0627* NAD 83(1986)-  44 46 38.     (N)    068 49 18.     (W)     SCALED    
 PE0627* NAVD 88     -        52.780  (meters)     173.16   (feet)  ADJUSTED  
 PE0627  ___________________________________________________________________
 PE0627  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 PE0627  DYNAMIC HT  -          52.778 (meters)     173.16  (feet)  COMP
 PE0627  MODELED GRAV-     980,577.5   (mgal)                       NAVD 88
 PE0627
 PE0627  VERT ORDER  -  SECOND    CLASS 0
 PE0627
 PE0627.The horizontal coordinates were scaled from a topographic map and have
 PE0627.an estimated accuracy of +/- 6 seconds.
 PE0627
 PE0627.The orthometric height was determined by differential leveling
 PE0627.and adjusted by the National Geodetic Survey in June 1991..
 PE0627
 PE0627.The geoid height was determined by GEOID03.
 PE0627
 PE0627.The dynamic height is computed by dividing the NAVD 88
 PE0627.geopotential number by the normal gravity value computed on the
 PE0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0627.degrees latitude (g = 980.6199 gals.).
 PE0627
 PE0627.The modeled gravity was interpolated from observed gravity values.
 PE0627
 PE0627;                    North         East    Units  Estimated Accuracy
 PE0627;SPC ME E     -   123,440.      274,540.      MT  (+/- 180 meters Scaled)
 PE0627
 PE0627                          SUPERSEDED SURVEY CONTROL
 PE0627
 PE0627  NGVD 29 (??/??/92)   52.988  (m)          173.84   (f) ADJ UNCH    2 0
 PE0627
 PE0627.Superseded values are not recommended for survey control.
 PE0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0627.See file dsdata.txt to determine how the superseded data were derived.
 PE0627
 PE0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK141582(NAD 83)
 PE0627_MARKER: DR = REFERENCE MARK DISK
 PE0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0627_STAMPING: DOG NO 2 1958
 PE0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0627+STABILITY: SURFACE MOTION
 PE0627
 PE0627  HISTORY     - Date     Condition        Report By
 PE0627  HISTORY     - 1958     MONUMENTED       CGS
 PE0627  HISTORY     - 1984     GOOD             USPSQD
 PE0627  HISTORY     - 1988     GOOD             USPSQD
 PE0627  HISTORY     - 1989     GOOD             USPSQD
 PE0627
 PE0627                          STATION DESCRIPTION
 PE0627
 PE0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0627'5 MI N FROM HAMPDEN.
 PE0627'2.2 MILES NORTHWEST ALONG BLACKTOP ROAD TO HERMON CENTER FROM
 PE0627'THE WATER WORKS AT HAMPDEN, THENCE 2.45 MILES NORTHEAST ALONG
 PE0627'GRAVEL AND BLACKTOP ROAD, THENCE 0.4 MILES SOUTH-SOUTHWEST ALONG
 PE0627'A BLACKTOP ROAD, ABOUT 0.1 MILES EAST OF A WATER TANK, 23 1/2
 PE0627'FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 5 FEET NORTH OF
 PE0627'POWER POLE 15, 81 FEET NORTHWEST OF THE NORTHWEST END OF A
 PE0627'CONCRETE PIPE CULVERT, 155.2 FEET WEST OF TRIANGULATION STATION
 PE0627'DOG, 161.4 FEET WEST OF A METAL WITNESS POST, ABOUT 2 FEET
 PE0627'BELOW THE LEVEL OF THE ROAD, SET IN THE TOP OF A CONCRETE POST
 PE0627'PROJECTING 3 INCHES.
 PE0627
 PE0627                          STATION RECOVERY (1984)
 PE0627
 PE0627'RECOVERY NOTE BY US POWER SQUADRON 1984
 PE0627'THE BENCH MARK IS NEAR THE ENTRANCE GATE OF THE AMMO INDUSTRIAL PARK
 PE0627'(A FORMER MILITARY INSTALLATION), AND POWER LINE POLE 15 HAS BEEN
 PE0627'RENUMERED 14. THE METAL WITNESS POST IS MISSING. THE MARK IS 1' BELOW
 PE0627'GROUND LEVEL NOW.
 PE0627
 PE0627                          STATION RECOVERY (1988)
 PE0627
 PE0627'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE0627'RECOVERED IN GOOD CONDITION.
 PE0627
 PE0627                          STATION RECOVERY (1989)
 PE0627
 PE0627'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELG)
 PE0627'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2244 ***********************************************************************
 PE2244  DESIGNATION -  DOGTOWN
 PE2244  PID         -  PE2244
 PE2244  STATE/COUNTY-  ME/SOMERSET
 PE2244  USGS QUAD   -  NEWPORT (1982)
 PE2244
 PE2244                         *CURRENT SURVEY CONTROL
 PE2244  ___________________________________________________________________
 PE2244* NAD 83(1996)-  44 48 08.84374(N)    069 21 31.44732(W)     ADJUSTED  
 PE2244* NAVD 88     -       113.1    (meters)     371.     (feet)  VERTCON   
 PE2244  ___________________________________________________________________
 PE2244  X           -   1,598,006.360 (meters)                     COMP
 PE2244  Y           -  -4,242,147.874 (meters)                     COMP
 PE2244  Z           -   4,471,860.315 (meters)                     COMP
 PE2244  LAPLACE CORR-           3.21  (seconds)                    DEFLEC99
 PE2244  ELLIP HEIGHT-          87.60  (meters)          (03/06/98) GPS OBS
 PE2244  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 PE2244
 PE2244  HORZ ORDER  -  SECOND
 PE2244  ELLP ORDER  -  FOURTH    CLASS I
 PE2244
 PE2244.The horizontal coordinates were established by classical geodetic methods
 PE2244.and adjusted by the National Geodetic Survey in March 1998..
 PE2244
 PE2244.The NAVD 88 height was computed by applying the VERTCON shift value to
 PE2244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PE2244
 PE2244.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PE2244
 PE2244.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2244
 PE2244.The ellipsoidal height was determined by GPS observations
 PE2244.and is referenced to NAD 83.
 PE2244
 PE2244.The geoid height was determined by GEOID03.
 PE2244
 PE2244;                    North         East     Units Scale Factor Converg.
 PE2244;SPC ME W     -   219,096.996   963,919.228   MT  1.00001689   +0 34 09.6
 PE2244;SPC ME E     -   126,551.500   232,065.952   MT  0.99995673   -0 36 18.5
 PE2244;UTM  19      - 4,961,068.799   471,629.179   MT  0.99960990   -0 15 10.0
 PE2244
 PE2244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2244!SPC ME W     -   0.99998627  x   1.00001689  =   1.00000316
 PE2244!SPC ME E     -   0.99998627  x   0.99995673  =   0.99994300
 PE2244!UTM  19      -   0.99998627  x   0.99960990  =   0.99959617
 PE2244
 PE2244|---------------------------------------------------------------------|
 PE2244| PID    Reference Object                     Distance      Geod. Az  |
 PE2244|                                                           dddmmss.s |
 PE2244| CE7900 DOGTOWN RM 1                         16.100 METERS 04628     |
 PE2244| CE7901 DOGTOWN RM 2                         19.265 METERS 09026     |
 PE2244| PE2251 PITTSFIELD                          APPROX. 2.6 KM 2533636.3 |
 PE2244| PE2250 PITTSFIELD WATER WORKS SPIPE        APPROX. 2.6 KM 2535625.3 |
 PE2244|---------------------------------------------------------------------|
 PE2244
 PE2244                          SUPERSEDED SURVEY CONTROL
 PE2244
 PE2244  NAD 83(1992)-  44 48 08.84098(N)    069 21 31.44430(W) AD(       ) 2
 PE2244  ELLIP H (01/28/95)   87.62   (m)                       GP(       ) 4 2
 PE2244  NAD 83(1986)-  44 48 08.84475(N)    069 21 31.45506(W) AD(       ) 2
 PE2244  NAD 27      -  44 48 08.61300(N)    069 21 33.27140(W) AD(       ) 2
 PE2244  NGVD 29 (07/19/86)  113.3    (m)          372.     (f) VERT ANG       
 PE2244
 PE2244.Superseded values are not recommended for survey control.
 PE2244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2244.See file dsdata.txt to determine how the superseded data were derived.
 PE2244
 PE2244_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK7162961069(NAD 83)
 PE2244_MARKER: DS = TRIANGULATION STATION DISK
 PE2244_SETTING: 66 = SET IN ROCK OUTCROP
 PE2244_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 PE2244_STAMPING: DOGTOWN 1958
 PE2244_MARK LOGO: CGS   
 PE2244_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2244_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE2244+STABILITY: POSITION/ELEVATION WELL
 PE2244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE2244+SATELLITE: SATELLITE OBSERVATIONS - 1985
 PE2244
 PE2244  HISTORY     - Date     Condition        Report By
 PE2244  HISTORY     - 1958     MONUMENTED       CGS
 PE2244  HISTORY     - 19820916 GOOD             NGS
 PE2244  HISTORY     - 1985     GOOD             NGS
 PE2244
 PE2244                          STATION DESCRIPTION
 PE2244
 PE2244'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 PE2244'STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF PITTSFIELD AND
 PE2244'1/2 MILE NORTH OF DOGTOWN ON A HIGH PASTURED HILL.  THE STATION
 PE2244'IS 23-1/2 FEET WEST OF AN ELECTRIC FENCE AND 23-1/2 FEET WEST
 PE2244'OF A WITNESS POST.  THE MARK IS SET IN A DRILL HOLE IN A BOULDER
 PE2244'WHICH PROJECTS ABOUT 1 INCH AND THE DISK IS STAMPED DOGTOWN
 PE2244'1958--
 PE2244'
 PE2244'REFERENCE MARK NO. 1 IS 6-1/2 FEET EAST OF ELECTRIC FENCE, 26 FEET
 PE2244'NORTH-NORTHEAST OF CENTER OF GATE AND 41-1/2 FEET NORTH-NORTHEAST
 PE2244'OF A WITNESS POST.  THE MARK IS FLUSH WITH THE SURFACE OF THE
 PE2244'GROUND AND THE DISK IS STAMPED DOGTOWN NO 1 1958.
 PE2244'
 PE2244'REFERENCE MARK NO. 2 IS 40 FEET EAST OF ELECTRIC FENCE, 12 FEET
 PE2244'EAST OF A 10 INCH TWIN TRUNK TREE AND 40 FEET EAST OF WITNESS
 PE2244'POST. THE MARK IS SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS
 PE2244'ABOUT 26 INCHES AND THE DISK IS STAMPED DOGTOWN NO 2 1958.
 PE2244'
 PE2244'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 11, 100 AND 152 IN
 PE2244'PITTSFIELD, GO NORTH AND EAST ON STATE HIGHWAYS 11 AND 100 FOR
 PE2244'1.05 MILES TO SIDE ROAD LEFT, TURN LEFT (NORTHEAST) ON GRAVELED
 PE2244'ROAD 0.7 MILE TO THREE MAIL BOXES AND A HOUSE ON THE RIGHT NEAR
 PE2244'TOP OF HILL, TURN LEFT (NORTH) ON FARM DRIVEWAY 0.1 MILE TO FARM
 PE2244'HOME.  HERE TAKE FIELD ROAD (NORTH) TOWARD TOP OF HILL O.15 MILE
 PE2244'TO THE SOUTHEAST CORNER OF FIELD AND THE STATION ABOUT 111
 PE2244'PACES NORTH OF THIS POINT.
 PE2244'
 PE2244'STATION PITSFIELD MAY BE USED AS AN AZIMUTH MARK.
 PE2244
 PE2244                          STATION RECOVERY (1982)
 PE2244
 PE2244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 PE2244'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 PE2244'CONDITION.  THE STEM, BENT OVER, FOR REFERENCE MARK 2 WAS ALSO
 PE2244'RECOVERED.  A NEW DISK WAS SET FOR REFERENCE MARK 2 HOLDING THE CENTER
 PE2244'OF THE STEM.  THE DIRECTION BETWEEN THE REFERENCE MARKS FAILED TO
 PE2244'CHECK BY A LOWER VALUE OF 2 MINUTES AND 15 SECONDS.  A SHORTER
 PE2244'DISTANCE OF 0.02 FT (0.61 CM) WAS NOTED TO REFERENCE MARK 1.  A
 PE2244'SHORTER DISTANCE OF 0.38 FT (11.58 CM) WAS ALSO NOTED TO REFERENCE
 PE2244'MARK 2.  THIS WAS PROBABLY CAUSED BY THE LARGE DIFFERENCE IN THE
 PE2244'ELEVATION OF THE STATION MARK TO REFERENCE MARK 2.  A NEW DESCRIPTION
 PE2244'FOLLOWS.
 PE2244' 
 PE2244'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) NORTHEAST OF PITTSFIELD,
 PE2244'0.8 KM (0.50 MI) NORTH OF DOGTOWN, AND ON THE EASTERLY SLOPE OF A HILL
 PE2244'IN PASTURE LAND.  OWNERSHIP-- MR KENNETH L HUBEL, ROUTE NUMBER 1, BOX
 PE2244'1480, PITTSFIELD, MAINE, 04967, TELEPHONE 207 487-6654.  TO REACH THE
 PE2244'STATION FROM THE JUNCTION OF STATE HIGHWAYS 11, 100 AND 152 IN
 PE2244'PITTSFIELD, GO NORTH AND EAST ON HIGHWAYS 11 AND 100 FOR 1.7 KM (1.05
 PE2244'MI) TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTHEAST ON A GRAVELED
 PE2244'ROAD FOR 1.1 KM (0.70 MI) TO A DRIVEWAY ON THE LEFT.  TURN LEFT AND GO
 PE2244'NORTH ON THE DRIVEWAY FOR 0.1 KM (0.05 MI) TO THE FARM HOUSE ON THE
 PE2244'RIGHT.  CONTINUE NORTH ON A FIELD ROAD, PASSING BETWEEN THE BARN AND A
 PE2244'IMPLEMENT SHED, FOR 0.3 KM (0.20 MI) TO THE STATION, IN THE OPEN
 PE2244'FIELD.
 PE2244' 
 PE2244'THE STATION IS A STANDARD NGS DISK STAMPED--DOGTOWN 1958--, SET INTO A
 PE2244'ROCK OUTCROP 1.0 FT (0.3 M) LARGEST DIMENSION LOCATED 91.0 FT (27.7 M)
 PE2244'SSW FROM TWO 10-INCH OAK TREES ON THE EAST SIDE OF FENCELINE, 64.0 FT
 PE2244'(19.5 M) NNW FROM THE T-FENCE CORNER, AND 25.0 FT (7.6 M) W FROM WIRE
 PE2244'FENCE AND METAL WITNESS POST.  REFERENCE MARK NO 1 IS A STANDARD NGS
 PE2244'DISK STAMPED--DOGTOWN NO 1 1958--, SET INTO ROCK OUTCROP 1.0 FT (0.3
 PE2244'M) LARGEST DIMENSION LOCATED 43.0 FT (13.1 M) S FROM TWO 10-INCH OAK
 PE2244'TREES, 39.0 FT (11.9 M) N FROM THE METAL WITNESS POST, 6.5 FT (2.0 M)
 PE2244'E FROM THE WIRE FENCE, AND 2.0 FT (0.6 M) LOWER THAN THE STATION.
 PE2244'REFERENCE MARK NO 2 IS A STANDARD NGS DISK STAMPED--DOGTOWN 1958 NO 2
 PE2244'1982--, SET INTO ROCK OUTCROP 4.0 FT (1.2 M) LARGEST DIMENSION LOCATED
 PE2244'71.0 FT (21.6 M) FROM A WIRE FENCE, 38.5 FT (11.7 M) FROM A WIRE FENCE
 PE2244'AND METAL WITNESS POST, AND 8.0 FT (2.4 M) LOWER THAN THE STATION.
 PE2244
 PE2244                          STATION RECOVERY (1985)
 PE2244
 PE2244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (MRM)
 PE2244'THE STATION WAS RECOVERED AT THIS DATE.
 PE2244'REFERENCE MARKS WERE NOT SEARCHED FOR AT THIS DATE.
 PE2244'DUE TO A DETOUR FOR BRIDGE
 PE2244'CONSTRUCTION, A NEW ROUTE TO STATION IS INCLUDED.
 PE2244'
 PE2244'THE STATION IS LOCATED ABOUT 3.2 KM (2 MI) NORTHEAST OF PITTSFIELD
 PE2244'AND
 PE2244'0.8 KM (0.5 MI) NORTH OF DOGTOWN.
 PE2244'OWNERSHIP--KENNETH L. HUBEL, ROUTE 3, P.O. BOX 1480, PITTSFIELD ME
 PE2244'04967, PHONE 207-487-6654.
 PE2244'
 PE2244'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11 AND 152
 PE2244'AND THE RAILROAD TRACK IN PITTSFIELD, GO NORTH FOR
 PE2244'0.2 KM (0.1 MI) ON HIGHWAYS 11 AND 100 TO A STREET RIGHT.  TURN
 PE2244'RIGHT AND GO EAST FOR 0.3 KM (0.2 MI) ON DETOUR TO A STREET LEFT.
 PE2244'TURN LEFT AND GO NORTH FOR 0.3 KM (0.2 MI) ON DOBSON STREET TO A
 PE2244'T-JUNCTION.
 PE2244'TUEN LEFT AND GO NORTHWEST FOR 0.4 KM (0.25 MI) TO A T-JUNCTION.
 PE2244'TURN RIGHT AND GO NORTH FOR 0.2 KM (0.15 MI) ON HIGHWAYS 11 AND 100
 PE2244'TO A FORK.
 PE2244'FOLLOW THE RIGHT FORK AND GO NORTHEAST FOR 1.0 KM (0.65 MI) ON
 PE2244'HIGHWAYS 11 AND 100 TO A ROAD LEFT.
 PE2244'TURN LEFT AND GO NORTHEAST FOR 1.1 KM (0.7 MI) ON DOGTOWN ROAD
 PE2244'(PAVED, THEN GRAVEL) TO A FARM LANE LEFT.
 PE2244'TURN LEFT AND GO NORTH FOR 0.1 KM (0.05 MI) ON THE LANE TO A CURVE
 PE2244'IN LANE.  CONTINUE NORTH FOR 0.3 KM (0.2 MI) ON A DIM TRACK ROAD,
 PE2244'PASSING BETWEEN BARN AND SHED, TO HIGH GROUND AND THE STATION ON
 PE2244'THE LEFT.
 PE2244'
 PE2244'THE STATION IS A STANDARD CGS DISK
 PE2244'STAMPED---1958 DOGTOWN 1958---,
 PE2244'SET INTO A DRILL HOLE IN THE TOP OF A PARTIALLY EXPOSED BOULDER
 PE2244'PROJECTING 2 CM ABOVE GROUND.  LOCATED
 PE2244'19.5 METERS (64 FT) NORTH-NORTHWEST FROM A T-FENCE CORNER,
 PE2244'7.6 METERS (25 FT) WEST FROM A METAL WITNESS POST IN A PARTIALLY
 PE2244'COLLAPSED WIRE FENCE LINE AND ON THE LEFT EDGE OF THE DIM ROAD.
 PE2244'
 PE2244'FAA AIRPORT SURVEYS, MAINE, OCTOBER-NOVEMBER 1985.
 PE2244'
 PE2244'THIS STATION SUITABLE FOR GPS SURVEYS.
 PE2244'
 PE2244'DESCRIBED BY G.R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2082 ***********************************************************************
 PE2082  DESIGNATION -  DOGY POINT 1868
 PE2082  PID         -  PE2082
 PE2082  STATE/COUNTY-  ME/KNOX
 PE2082  USGS QUAD   -  VINALHAVEN (1988)
 PE2082
 PE2082                         *CURRENT SURVEY CONTROL
 PE2082  ___________________________________________________________________
 PE2082* NAD 83(1996)-  44 03 14.57514(N)    068 52 19.84491(W)     ADJUSTED  
 PE2082* NAVD 88     -        31.     (meters)     102.     (feet)  SCALED    
 PE2082  ___________________________________________________________________
 PE2082  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 PE2082  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 PE2082
 PE2082  HORZ ORDER  -  THIRD
 PE2082
 PE2082.The horizontal coordinates were established by classical geodetic methods
 PE2082.and adjusted by the National Geodetic Survey in March 1998..
 PE2082
 PE2082.The orthometric height was scaled from a topographic map.
 PE2082
 PE2082.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2082
 PE2082.The geoid height was determined by GEOID03.
 PE2082
 PE2082;                    North         East     Units Scale Factor Converg.
 PE2082;SPC ME E     -    43,104.868   270,179.015   MT  0.99991093   -0 15 31.7
 PE2082;UTM  19      - 4,877,883.875   510,238.616   MT  0.99960129   +0 05 20.0
 PE2082
 PE2082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2082!SPC ME E     -   0.99999908  x   0.99991093  =   0.99991001
 PE2082!UTM  19      -   0.99999908  x   0.99960129  =   0.99960037
 PE2082
 PE2082                          SUPERSEDED SURVEY CONTROL
 PE2082
 PE2082  NAD 83(1992)-  44 03 14.58109(N)    068 52 19.82480(W) AD(       ) 3
 PE2082  NAD 83(1986)-  44 03 14.58474(N)    068 52 19.82949(W) AD(       ) 3
 PE2082  NAD 27      -  44 03 14.27900(N)    068 52 21.69100(W) AD(       ) 3
 PE2082
 PE2082.Superseded values are not recommended for survey control.
 PE2082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2082.See file dsdata.txt to determine how the superseded data were derived.
 PE2082
 PE2082_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ1023977884(NAD 83)
 PE2082
 PE2082  HISTORY     - Date     Condition        Report By
 PE2082  HISTORY     - 1868     MONUMENTED       COASUR
 PE2082  HISTORY     - 1909     SEE DESCRIPTION  CGS
 PE2082  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2082
 PE2082                          STATION DESCRIPTION
 PE2082
 PE2082'DESCRIBED BY COAST AND GEODETIC SURVEY 1909
 PE2082'ON THE SW COAST OF VINAL HAVEN ISLAND, ON THE W SIDE OF A SMALL
 PE2082'PENINSULA THE EXTREME SOUTHERN POINT OF WHICH IS CALLED DOG
 PE2082'POINT, AND LIES BETWEEN HURRICANE SOUND AND OLD HARBOR.  THE
 PE2082'STATION IS ON THE SUMMIT OF A HILL AND AT THE NORTHERN EDGE OF A
 PE2082'SMALL LEDGE.  A QUARRY NOW ABANDONED COMES TO WITHIN A FOOT OF
 PE2082'THE STATION ON THE S SIDE.
 PE2082'
 PE2082'THE STATION IS AN IRON SPIKE DRIVEN INTO A HOLE DRILLED IN
 PE2082'THE ROCK.
 PE2082
 PE2082                          STATION RECOVERY (1943)
 PE2082
 PE2082'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2082'A SEARCH WAS MADE FOR THE STATION ON THE SUMMIT OF A HILL AROUND
 PE2082'THE EDGE OF AN OLD QUARRY, BUT NO IRON SPIKE WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0252 ***********************************************************************
 RG0252  DESIGNATION -  DOLE
 RG0252  PID         -  RG0252
 RG0252  STATE/COUNTY-  ME/SOMERSET
 RG0252  USGS QUAD   -  HURRICANE HILL (1989)
 RG0252
 RG0252                         *CURRENT SURVEY CONTROL
 RG0252  ___________________________________________________________________
 RG0252* NAD 83(1996)-  46 01 39.47826(N)    070 11 35.36764(W)     ADJUSTED  
 RG0252* NAVD 88     -       501.85   (+/-2cm)    1646.5    (feet)  VERTCON   
 RG0252  ___________________________________________________________________
 RG0252  LAPLACE CORR-           3.64  (seconds)                    DEFLEC99
 RG0252  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 RG0252
 RG0252  HORZ ORDER  -  THIRD
 RG0252  VERT ORDER  -  THIRD ? (See Below)
 RG0252
 RG0252.The horizontal coordinates were established by classical geodetic methods
 RG0252.and adjusted by the National Geodetic Survey in March 1998..
 RG0252
 RG0252.The NAVD 88 height was computed by applying the VERTCON shift value to
 RG0252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RG0252.The vertical order pertains to the NGVD 29 superseded value.
 RG0252
 RG0252.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0252
 RG0252.The geoid height was determined by GEOID03.
 RG0252
 RG0252;                    North         East     Units Scale Factor Converg.
 RG0252;SPC ME W     -   354,941.173   897,949.009   MT  0.99996672   -0 01 08.6
 RG0252;UTM  19      - 5,097,809.713   407,657.272   MT  0.99970483   -0 51 31.5
 RG0252
 RG0252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0252!SPC ME W     -   0.99992541  x   0.99996672  =   0.99989213
 RG0252!UTM  19      -   0.99992541  x   0.99970483  =   0.99963026
 RG0252
 RG0252|---------------------------------------------------------------------|
 RG0252| PID    Reference Object                     Distance      Geod. Az  |
 RG0252|                                                           dddmmss.s |
 RG0252| DA5398 DOLE RM 1                            22.840 METERS 04122     |
 RG0252| DA5399 DOLE RM 2                            13.152 METERS 13337     |
 RG0252| DA5397 DOLE AZ MK                                         2005725.1 |
 RG0252|---------------------------------------------------------------------|
 RG0252
 RG0252                          SUPERSEDED SURVEY CONTROL
 RG0252
 RG0252  NAD 83(1992)-  46 01 39.48139(N)    070 11 35.35785(W) AD(       ) 3
 RG0252  NAD 83(1986)-  46 01 39.48409(N)    070 11 35.37622(W) AD(       ) 3
 RG0252  NAD 27      -  46 01 39.36600(N)    070 11 37.13400(W) AD(       ) 3
 RG0252  NGVD 29 (07/19/86)  501.99   (m)         1646.9    (f) LEVELING    3  
 RG0252
 RG0252.Superseded values are not recommended for survey control.
 RG0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0252.See file dsdata.txt to determine how the superseded data were derived.
 RG0252
 RG0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL0765797810(NAD 83)
 RG0252_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RG0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RG0252
 RG0252  HISTORY     - Date     Condition        Report By
 RG0252  HISTORY     - 1955     MONUMENTED       CGS
 RG0252  HISTORY     - 1976     SEE DESCRIPTION  USGS
 RG0252  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RG0252
 RG0252                          STATION DESCRIPTION
 RG0252
 RG0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 RG0252'THE STATION IS LOCATED AIRLINE, ABOUT 25 MILES NORTH-NORTHEAST OF
 RG0252'JACKMAN AND ABOUT 1 MILE NORTH-NORTHEAST OF DOLE POND ALONG THE
 RG0252'WEST SIDE OF A NORTH-SOUTH GRAVELED ROAD.
 RG0252'
 RG0252'THE STATION IS A STANDARD DISK STAMPED DOLE 1955 SET IN TOP OF A
 RG0252'10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 4 INCHES
 RG0252'ABOVE THE GROUND.  IT IS 30 FEET WEST OF THE CENTER LINE OF THE
 RG0252'GRAVELED ROAD AND 6 FEET NORTH-NORTHEAST OF A WHITE WITNESS POST.
 RG0252'
 RG0252'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED DOLE NO 1
 RG0252'1955 SET IN A DRILL HOLE IN A AN OUTCROPPING OF BEDROCK WHICH
 RG0252'PROJECTS ABOUT 2 INCHES ABOVE THE GROUND AND IS ABOUT 2-1/2 FEET
 RG0252'LOWER THAN THE STATION.  IT IS 15 FEET WEST OF THE CENTER LINE OF
 RG0252'THE GRAVELED ROAD.
 RG0252'
 RG0252'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED DOLE NO 2
 RG0252'1955 SET IN A DRILL HOLE IN A LARGE BOULDER WHICH PROJECTS ABOUT
 RG0252'6 INCHES ABOVE THE GROUND AND IS ABOUT 3 FEET LOWER THAN THE
 RG0252'STATION.  IT IS 22 FEET EAST OF THE CENTER LINE OF THE
 RG0252'GRAVELED ROAD.
 RG0252'
 RG0252'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DOLE 1955 SET IN A
 RG0252'DRILL HOLE IN A LARGE BOULDER WHICH PROJECTS ABOUT 2 FEET ABOVE
 RG0252'THE GROUND.  IT IS 26 FEET SOUTHEAST OF THE CENTER LINE OF THE
 RG0252'GRAVELED ROAD AND 7 FEET NORTH OF A FIR TREE WITH A
 RG0252'TRIANGULAR BLAZE.
 RG0252'
 RG0252'TO REACH THE STATION FROM THE POST OFFICE IN ROCKWOOD, GO NORTH
 RG0252'AND WEST ON STATE HIGHWAY 15 FOR 2.25 MILES.  TAKE THE RIGHT FORK,
 RG0252'CROSS OVER THE BRIDGE AND FOLLOW THE MAIN TRAVELED GRAVELED ROAD
 RG0252'NORTHERLY FOR 19.5 MILES TO A FORK AND PITTSTON FARM.  TAKE THE
 RG0252'LEFT FORK AND KEEP STRAIGHT AHEAD NORTHERLY FOR 0.2 MILE TO A
 RG0252'STATE RANGER STATION ON THE LEFT, WEST SIDE.  CONTINUE STRAIGHT
 RG0252'AHEAD, NORTH FOR 0.3 MILE.  TAKE THE RIGHT FORK AND GO
 RG0252'NORTHERLY ON THE MAIN TRAVELED ROAD FOR 16.6 MILES TO A SMALL
 RG0252'BRIDGE OVER A DAM.  CROSS OVER AND CONTINUE NORTHERLY ON THE
 RG0252'MAIN TRAVELED ROAD FOR 1.0 MILE TO A FIR TREE WITH A
 RG0252'TRIANGULAR BLAZE AND THE AZIMUTH MARK ON THE RIGHT, SOUTHEAST
 RG0252'SIDE OF THE ROAD.  CONTINUE NORTHERLY ON THE GRAVELED ROAD FOR
 RG0252'0.25 MILE TO A WHITE WITNESS POST ON THE LEFT, WEST SIDE AND
 RG0252'THE STATION.
 RG0252'
 RG0252'HEIGHT OF LIGHT ABOVE STATION MARK 22.47 METERS.
 RG0252
 RG0252                          STATION RECOVERY (1976)
 RG0252
 RG0252'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 RG0252'STATION DOLE WAS NOT FOUND.  WAS SEARCHED FOR BY U.S.G.S.
 RG0252
 RG0252                          STATION RECOVERY (1985)
 RG0252
 RG0252'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLM)
 RG0252'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1989 ***********************************************************************
 OC1989  DESIGNATION -  DOLIMOUNT
 OC1989  PID         -  OC1989
 OC1989  STATE/COUNTY-  ME/CUMBERLAND
 OC1989  USGS QUAD   -  RAYMOND (1981)
 OC1989
 OC1989                         *CURRENT SURVEY CONTROL
 OC1989  ___________________________________________________________________
 OC1989* NAD 83(1996)-  43 54 09.56086(N)    070 25 52.93663(W)     ADJUSTED  
 OC1989* NAVD 88     -       183.6    (meters)     602.     (feet)  VERTCON   
 OC1989  ___________________________________________________________________
 OC1989  LAPLACE CORR-           4.41  (seconds)                    DEFLEC99
 OC1989  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 OC1989
 OC1989  HORZ ORDER  -  FIRST
 OC1989
 OC1989.The horizontal coordinates were established by classical geodetic methods
 OC1989.and adjusted by the National Geodetic Survey in March 1998..
 OC1989
 OC1989.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC1989.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC1989
 OC1989.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1989
 OC1989.The geoid height was determined by GEOID03.
 OC1989
 OC1989;                    North         East     Units Scale Factor Converg.
 OC1989;SPC ME W     -   118,831.733   878,735.075   MT  0.99997223   -0 11 00.8
 OC1989;UTM  19      - 4,862,056.874   385,053.140   MT  0.99976251   -0 59 33.6
 OC1989
 OC1989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1989!SPC ME W     -   0.99997538  x   0.99997223  =   0.99994761
 OC1989!UTM  19      -   0.99997538  x   0.99976251  =   0.99973789
 OC1989
 OC1989|---------------------------------------------------------------------|
 OC1989| PID    Reference Object                     Distance      Geod. Az  |
 OC1989|                                                           dddmmss.s |
 OC1989| CE7328 DOLIMOUNT RM 1                       26.479 METERS 03242     |
 OC1989| OC1960 GLOUCESTER                          APPROX.12.4 KM 0624852.3 |
 OC1989| OC1975 GRAY NETT MICROWAVE                 APPROX. 9.4 KM 1291650.5 |
 OC1989| CE7329 DOLIMOUNT RM 2                       30.576 METERS 21433     |
 OC1989| OC1986 RAYMOND TV MAST WGAN                APPROX. 5.4 KM 2970321.9 |
 OC1989|---------------------------------------------------------------------|
 OC1989
 OC1989                          SUPERSEDED SURVEY CONTROL
 OC1989
 OC1989  NAD 83(1992)-  43 54 09.55990(N)    070 25 52.93717(W) AD(       ) 1
 OC1989  NAD 83(1986)-  43 54 09.56646(N)    070 25 52.94202(W) AD(       ) 1
 OC1989  NAD 27      -  43 54 09.29641(N)    070 25 54.73862(W) AD(       ) 1
 OC1989  NGVD 29 (07/19/86)  183.8    (m)          603.     (f) VERT ANG       
 OC1989
 OC1989.Superseded values are not recommended for survey control.
 OC1989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1989.See file dsdata.txt to determine how the superseded data were derived.
 OC1989
 OC1989_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ8505362057(NAD 83)
 OC1989_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OC1989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC1989_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC1989
 OC1989  HISTORY     - Date     Condition        Report By
 OC1989  HISTORY     - 1977     MONUMENTED       NGS
 OC1989
 OC1989                          STATION DESCRIPTION
 OC1989
 OC1989'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLO)
 OC1989'THE STATION IS LOCATED ABOUT 5.0 MILES NORTH OF NORTH WINDHAM
 OC1989'5.0 MILES WEST-NORTHWEST OF GRAY AND 2.0 MILES EAST OF RAYMOND
 OC1989'ON PROPERTY OWNED BY GEORGE DOLIMOUNT, RFD 1, RAYMOND,
 OC1989'MAINE. PHONE 655-4688.
 OC1989'
 OC1989'TO REACH THE STATION FROM THE JUNCTION OF U.S. ROUTE 302 AND
 OC1989'STATE ROUTES 35 AND 85 IN RAYMOND, GO EAST-NORTHEAST
 OC1989'FOLLOWING STATE ROUTE 85 FOR 2.05 MILES TO A SIDE ROAD RIGHT,
 OC1989'(GORE ROAD). TURN RIGHT, GO EAST-SOUTHEAST FOLLOWING GORE ROAD
 OC1989'FOR 0.7 MILE TO A SIDE ROAD RIGHT. TURN RIGHT, GO SOUTHWESTERLY
 OC1989'FOLLOWING GRAVELED ROAD FOR 0.25 MILE TO THE STATION ON THE
 OC1989'RIGHT.
 OC1989'
 OC1989'STATION MARK, STAMPED---DOLIMOUNT 1976---, IS A STANDARD DISK
 OC1989'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST WHICH IS
 OC1989'FLUSH WITH THE GROUND SURFACE. IT IS 26.6 FEET NORTHWEST OF
 OC1989'A ROCK WALL AND 45.5 FEET NORTHWEST OF THE APPROXIMATE
 OC1989'CENTERLINE OF THE GRAVELED ROAD. NO UNDERGROUND MARK
 OC1989'WAS SET DUE TO WATER IN THE HOLE.
 OC1989'
 OC1989'REFERENCE MARK 1, STAMPED---DOLIMOUNT NO 1 1976---, IS A
 OC1989'STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER
 OC1989'WHICH PROJECTS ABOUT 8 INCHES ABOVE THE GROUND
 OC1989'SURFACE. IT IS 34.5
 OC1989'FEET NORTHWEST OF THE APPROXIMATE CENTERLINE OF THE GRAVELED
 OC1989'ROAD AND 2.3 FEET WEST-NORTHWEST OF A METAL WITNESS POST.
 OC1989'
 OC1989'REFERENCE MARK 2, STAMPED---DOLIMOUNT NO 2 1976---, IS A
 OC1989'STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER
 OC1989'WHICH PROJECTS ABOUT 2 FEET ABOVE THE GROUND
 OC1989'SURFACE. IT IS 55.9
 OC1989'FEET NORTHWEST OF THE APPROXIMATE CENTERLINE OF THE GRAVELED
 OC1989'ROAD, 98.0 FEET NORTH OF POWER POLE NUMBER 17 AND 3.0 FEET
 OC1989'EAST-SOUTHEAST OF A METAL WITNESS POST.
 OC1989'
 OC1989'THE HEIGHT OF LIGHT ABOVE THE STATION WAS 26.4 METERS.
 OC1989'
 OC1989'THERE WAS NO SUITABLE PLACE FOR AN AZIMUTH MARK.
 OC1989'
 OC1989'REFERENCE MARK 1 TO REFERENCE MARK 2 OBSTRUCTED BY TREES.
 OC1989'
 OC1989'DESCRIBED BY JOHN R. HIGGINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0460 ***********************************************************************
 QH0460  DESIGNATION -  DOME IBC
 QH0460  PID         -  QH0460
 QH0460  STATE/COUNTY-  ME/FRANKLIN
 QH0460  USGS QUAD   -  BOUNDARY POND (1970)
 QH0460
 QH0460                         *CURRENT SURVEY CONTROL
 QH0460  ___________________________________________________________________
 QH0460* NAD 83(1996)-  45 32 08.90055(N)    070 40 16.77588(W)     ADJUSTED  
 QH0460* NAVD 88     -       660.     (meters)    2165.     (feet)  SCALED    
 QH0460  ___________________________________________________________________
 QH0460  LAPLACE CORR-           4.68  (seconds)                    DEFLEC99
 QH0460  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 QH0460
 QH0460  HORZ ORDER  -  SECOND
 QH0460
 QH0460.The horizontal coordinates were established by classical geodetic methods
 QH0460.and adjusted by the National Geodetic Survey in March 1998..
 QH0460
 QH0460.The orthometric height was scaled from a topographic map.
 QH0460
 QH0460.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0460
 QH0460.The geoid height was determined by GEOID03.
 QH0460
 QH0460;                    North         East     Units Scale Factor Converg.
 QH0460;SPC ME W     -   300,401.408   860,583.085   MT  0.99998576   -0 21 36.6
 QH0460;UTM  19      - 5,043,832.939   369,507.705   MT  0.99980936   -1 11 34.7
 QH0460
 QH0460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0460!SPC ME W     -   0.99990062  x   0.99998576  =   0.99988638
 QH0460!UTM  19      -   0.99990062  x   0.99980936  =   0.99971000
 QH0460
 QH0460:                Primary Azimuth Mark                     Grid Az
 QH0460:SPC ME W     -  LOWELLTOWN S BASE IBC                    280 24 29.5
 QH0460:UTM  19      -  LOWELLTOWN S BASE IBC                    281 14 27.6
 QH0460
 QH0460|---------------------------------------------------------------------|
 QH0460| PID    Reference Object                     Distance      Geod. Az  |
 QH0460|                                                           dddmmss.s |
 QH0460| QH0466 LOWELLTOWN S BASE IBC               APPROX. 0.9 KM 2800252.9 |
 QH0460|---------------------------------------------------------------------|
 QH0460
 QH0460                          SUPERSEDED SURVEY CONTROL
 QH0460
 QH0460  NAD 83(1992)-  45 32 08.90053(N)    070 40 16.77018(W) AD(       ) 2
 QH0460  NAD 83(1992)-  45 32 08.90788(N)    070 40 16.76094(W) AD(       ) 2
 QH0460  NAD 83(1986)-  45 32 08.90347(N)    070 40 16.76948(W) AD(       ) 2
 QH0460  NAD 27      -  45 32 08.74200(N)    070 40 18.50200(W) AD(       ) 2
 QH0460
 QH0460.Superseded values are not recommended for survey control.
 QH0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0460.See file dsdata.txt to determine how the superseded data were derived.
 QH0460
 QH0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL6950843833(NAD 83)
 QH0460_MARKER: DD = SURVEY DISK
 QH0460_SETTING: 66 = SET IN ROCK OUTCROP
 QH0460_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 QH0460_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QH0460+STABILITY: POSITION/ELEVATION WELL
 QH0460
 QH0460  HISTORY     - Date     Condition        Report By
 QH0460  HISTORY     - 1915     MONUMENTED       IBC
 QH0460  HISTORY     - 1941     GOOD             IBC
 QH0460
 QH0460                          STATION DESCRIPTION
 QH0460
 QH0460'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1915 (JH)
 QH0460'IN TOWNSHIP 8, RANGE 2, ON TOP OF THE SECOND ROCK RIDGE 1-1/4 MILES
 QH0460'SOUTHEAST OF BOUNDARY SIDING, QUEBEC, RAILWAY STATION.  ABOUT 2-1/2
 QH0460'MILES NORTH - NORTHWEST OF LOWELLTOWN, ME.  AND ABOUT ONE - THIRD
 QH0460'MILE EAST OF THE RAILROAD TRACK.  THE STATION IS ON THE HIGHEST POINT
 QH0460'OF THE RIDGE.
 QH0460'
 QH0460'STATION MARK--A BRONZE DISK CEMENTED IN A DRILL HOLE IN ROCK.
 QH0460
 QH0460                          STATION RECOVERY (1941)
 QH0460
 QH0460'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941 (FHB)
 QH0460'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0223 ***********************************************************************
 OB0223  DESIGNATION -  DON
 OB0223  PID         -  OB0223
 OB0223  STATE/COUNTY-  ME/SAGADAHOC
 OB0223  USGS QUAD   -  PHIPPSBURG (1957)
 OB0223
 OB0223                         *CURRENT SURVEY CONTROL
 OB0223  ___________________________________________________________________
 OB0223* NAD 83(1986)-  43 45 10.     (N)    069 47 02.     (W)     SCALED    
 OB0223* NAVD 88     -         3.026  (meters)       9.93   (feet)  ADJUSTED  
 OB0223  ___________________________________________________________________
 OB0223  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 OB0223  DYNAMIC HT  -           3.026 (meters)       9.93  (feet)  COMP
 OB0223  MODELED GRAV-     980,520.4   (mgal)                       NAVD 88
 OB0223
 OB0223  VERT ORDER  -  SECOND    CLASS 0
 OB0223
 OB0223.The horizontal coordinates were scaled from a topographic map and have
 OB0223.an estimated accuracy of +/- 6 seconds.
 OB0223
 OB0223.The orthometric height was determined by differential leveling
 OB0223.and adjusted by the National Geodetic Survey in June 1991..
 OB0223
 OB0223.The geoid height was determined by GEOID03.
 OB0223
 OB0223.The dynamic height is computed by dividing the NAVD 88
 OB0223.geopotential number by the normal gravity value computed on the
 OB0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0223.degrees latitude (g = 980.6199 gals.).
 OB0223
 OB0223.The modeled gravity was interpolated from observed gravity values.
 OB0223
 OB0223;                    North         East    Units  Estimated Accuracy
 OB0223;SPC ME W     -   102,220.      930,830.      MT  (+/- 180 meters Scaled)
 OB0223
 OB0223                          SUPERSEDED SURVEY CONTROL
 OB0223
 OB0223  NGVD 29 (??/??/92)    3.239  (m)           10.63   (f) ADJ UNCH    2 0
 OB0223
 OB0223.Superseded values are not recommended for survey control.
 OB0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0223.See file dsdata.txt to determine how the superseded data were derived.
 OB0223
 OB0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ368447(NAD 83)
 OB0223_MARKER: DD = SURVEY DISK
 OB0223_SETTING: 66 = SET IN ROCK OUTCROP
 OB0223_SP_SET: GRANITE STONE
 OB0223_STAMPING: DON NO 2 1942
 OB0223_MARK LOGO: DOD   
 OB0223_MAGNETIC: N = NO MAGNETIC MATERIAL
 OB0223_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0223+STABILITY: POSITION/ELEVATION WELL
 OB0223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OB0223+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2002
 OB0223
 OB0223  HISTORY     - Date     Condition        Report By
 OB0223  HISTORY     - 1942     MONUMENTED       DOD
 OB0223  HISTORY     - 1948     GOOD             NGS
 OB0223  HISTORY     - 19920728 GOOD             DOD
 OB0223  HISTORY     - 20020913 GOOD             USPSQD
 OB0223
 OB0223                          STATION DESCRIPTION
 OB0223
 OB0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 OB0223'0.2 MI N FROM POPHAM BEACH.
 OB0223'0.2 MILE NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT POPHAM BEACH,
 OB0223'SAGADAHOC COUNTY, AT THE ENTRANCE GATE TO FORT POPHAM, 56 FEET SOUTH
 OB0223'OF THE SOUTHEAST CORNER OF A FRAME HOUSE ON A HILL, 21.6 FEET WEST OF
 OB0223'POWER-TRANSMISSION LINE POLE 2, 13 FEET WEST OF THE CENTER LINE OF THE
 OB0223'ROAD, 12 FEET NORTH OF THE SOUTH END OF THE WALL, IN THE CORNER OF A
 OB0223'FLAT GRANITE STONE FORMING THE BASE FOR THE STONE WALL ALONG THE STEPS
 OB0223'LEADING TO THE FRAME HOUSE, AND ABOUT LEVEL WITH THE ROADBED. A CORPS
 OB0223'OF ENGINEERS, U.S. ARMY, STANDARD DISK, STAMPED DON 14.70.
 OB0223
 OB0223                          STATION RECOVERY (1992)
 OB0223
 OB0223'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1992 (AH)
 OB0223'RECOVERED AS DESCRIBED.
 OB0223
 OB0223                          STATION RECOVERY (2002)
 OB0223
 OB0223'RECOVERY NOTE BY US POWER SQUADRON 2002 (RHS)
 OB0223'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0731 ***********************************************************************
 QF0731  DESIGNATION -  DONALD IBC
 QF0731  PID         -  QF0731
 QF0731  STATE/COUNTY-  ME/WASHINGTON
 QF0731  USGS QUAD   -  DEVILS HEAD (1977)
 QF0731
 QF0731                         *CURRENT SURVEY CONTROL
 QF0731  ___________________________________________________________________
 QF0731* NAD 83(1996)-  45 10 04.21895(N)    067 13 48.43819(W)     ADJUSTED  
 QF0731* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 QF0731  ___________________________________________________________________
 QF0731  LAPLACE CORR-           3.97  (seconds)                    DEFLEC99
 QF0731  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 QF0731
 QF0731  HORZ ORDER  -  THIRD
 QF0731
 QF0731.The horizontal coordinates were established by classical geodetic methods
 QF0731.and adjusted by the National Geodetic Survey in March 1998..
 QF0731
 QF0731.The orthometric height was scaled from a topographic map.
 QF0731
 QF0731.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0731
 QF0731.The geoid height was determined by GEOID03.
 QF0731
 QF0731;                    North         East     Units Scale Factor Converg.
 QF0731;SPC ME E     -   167,578.700   399,823.116   MT  1.00002249   +0 54 02.3
 QF0731;UTM  19      - 5,003,119.102   639,085.532   MT  0.99983786   +1 15 19.3
 QF0731
 QF0731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0731!SPC ME E     -   1.00000367  x   1.00002249  =   1.00002616
 QF0731!UTM  19      -   1.00000367  x   0.99983786  =   0.99984152
 QF0731
 QF0731:                Primary Azimuth Mark                     Grid Az
 QF0731:SPC ME E     -  HILLS IBC                                128 41 25.2
 QF0731:UTM  19      -  HILLS IBC                                128 20 08.2
 QF0731
 QF0731|---------------------------------------------------------------------|
 QF0731| PID    Reference Object                     Distance      Geod. Az  |
 QF0731|                                                           dddmmss.s |
 QF0731| QF0745 HILLS IBC                           442.725 METERS 1293527.5 |
 QF0731| QF0705 BOG BROOK CHURCH SPIRE              APPROX. 0.7 KM 2053326.6 |
 QF0731|---------------------------------------------------------------------|
 QF0731
 QF0731                          SUPERSEDED SURVEY CONTROL
 QF0731
 QF0731  NAD 83(1992)-  45 10 04.21351(N)    067 13 48.43636(W) AD(       ) 3
 QF0731  NAD 83(1986)-  45 10 04.21640(N)    067 13 48.44086(W) AD(       ) 3
 QF0731  NAD 27      -  45 10 03.94332(N)    067 13 50.47805(W) AD(       ) 3
 QF0731
 QF0731.Superseded values are not recommended for survey control.
 QF0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0731.See file dsdata.txt to determine how the superseded data were derived.
 QF0731
 QF0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL3908603119(NAD 83)
 QF0731_MARKER: DH = HORIZONTAL CONTROL DISK
 QF0731_SETTING: 80 = SET IN A BOULDER
 QF0731_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF0731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0731+STABILITY: SURFACE MOTION
 QF0731
 QF0731  HISTORY     - Date     Condition        Report By
 QF0731  HISTORY     - 1909     MONUMENTED       IBC
 QF0731
 QF0731                          STATION DESCRIPTION
 QF0731
 QF0731'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (AJB)
 QF0731'ON THE NE BANK OF THE ST CROIX RIVER, 3 MILES BELOW ST STEPHEN, JUST
 QF0731'ABOVE THE NARROWS, AND ON THE FIRST POINT ABOVE HILLS POINT.  BOG
 QF0731'BROOK CHURCH IS DIRECTLY OPPOSITE ON THE UNITED STATES SIDE OF THE
 QF0731'RIVER.  THE STATION IS ON THE EXTREME END OF THE POINT, IN LEDGE ROCK,
 QF0731'JUST ABOVE HIGH-WATER LINE.
 QF0731'
 QF0731'STATION MARK IS A DEFACED COPPER DISK SET IN A DRILL HOLE IN A ROCK.
 QF0731'THE LETTERS---C.R.M.---ARE CUT IN THE ROCK.  THREE CROSSES WITHIN
 QF0731'TRIANGLES ARE CUT IN THE ROCK, 3.68 METERS NORTH, 2.05 METERS
 QF0731'SOUTHEAST, AND 1.00 METER SOUTH, FROM THE STATION.
 QF0731'
 QF0731'A DRILL HOLE IS NEAR THE SOUTHERN REFERENCE, DISTANT 0.97 METER.
 QF0731'THERE ARE TWO EYEBOLTS SET IN
 QF0731'ROCK, ONE 1.84 METERS DISTANT ON LINE TO BOG BROOK CHURCH, AN ONE 3.20
 QF0731'METERS ESE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2095 ***********************************************************************
 OC2095  DESIGNATION -  DONNELL 1867
 OC2095  PID         -  OC2095
 OC2095  STATE/COUNTY-  ME/YORK
 OC2095  USGS QUAD   -  WELLS (1979)
 OC2095
 OC2095                         *CURRENT SURVEY CONTROL
 OC2095  ___________________________________________________________________
 OC2095* NAD 83(1996)-  43 15 59.95061(N)    070 36 02.33263(W)     ADJUSTED  
 OC2095* NAVD 88     -        23.     (meters)      75.     (feet)  SCALED    
 OC2095  ___________________________________________________________________
 OC2095  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 OC2095  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 OC2095
 OC2095  HORZ ORDER  -  THIRD
 OC2095
 OC2095.The horizontal coordinates were established by classical geodetic methods
 OC2095.and adjusted by the National Geodetic Survey in March 1998..
 OC2095
 OC2095.The orthometric height was scaled from a topographic map.
 OC2095
 OC2095.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2095
 OC2095.The geoid height was determined by GEOID03.
 OC2095
 OC2095;                    North         East     Units Scale Factor Converg.
 OC2095;SPC ME W     -    48,228.935   864,767.310   MT  0.99998193   -0 17 50.8
 OC2095;SPC NH       -    85,716.842   386,544.791   MT  1.00005877   +0 43 50.5
 OC2095;SPC NH       -   281,222.67  1,268,189.04   sFT  1.00005877   +0 43 50.5
 OC2095;UTM  19      - 4,791,670.664   370,098.368   MT  0.99980758   -1 05 50.0
 OC2095
 OC2095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2095!SPC ME W     -   1.00000058  x   0.99998193  =   0.99998251
 OC2095!SPC NH       -   1.00000058  x   1.00005877  =   1.00005935
 OC2095!UTM  19      -   1.00000058  x   0.99980758  =   0.99980816
 OC2095
 OC2095                          SUPERSEDED SURVEY CONTROL
 OC2095
 OC2095  NAD 83(1992)-  43 15 59.94950(N)    070 36 02.33353(W) AD(       ) 3
 OC2095  NAD 83(1986)-  43 15 59.95445(N)    070 36 02.33971(W) AD(       ) 3
 OC2095  NAD 27      -  43 15 59.65500(N)    070 36 04.15600(W) AD(       ) 3
 OC2095
 OC2095.Superseded values are not recommended for survey control.
 OC2095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2095.See file dsdata.txt to determine how the superseded data were derived.
 OC2095
 OC2095_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH7009891671(NAD 83)
 OC2095
 OC2095  HISTORY     - Date     Condition        Report By
 OC2095  HISTORY     - 1867     MONUMENTED       CGS
 OC2095
 OC2095                          STATION DESCRIPTION
 OC2095
 OC2095'DESCRIBED BY COAST AND GEODETIC SURVEY 1867 (HA)
 OC2095'STATION IS ON THE W SIDE OF THE ROAD LEADING FROM OGUNQUIT TO
 OC2095'WELLS VILLAGE, ON THE HIGHEST PART OF THE HIGHEST HILL IN HENRY
 OC2095'DONNELLS PASTURE.  THE STATION IS MARKED BY A BLACK BOTTLE BURIED
 OC2095'ABOUT EVEN WITH THE SURFACE OF THE GROUND.  A PILE OF STONES IS
 OC2095'PLACED AROUND IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1124 ***********************************************************************
 PD1124  DESIGNATION -  DONOVANS HOUSE CHIMNEY
 PD1124  PID         -  PD1124
 PD1124  STATE/COUNTY-  ME/WASHINGTON
 PD1124  USGS QUAD   -  ADDISON (1975)
 PD1124
 PD1124                         *CURRENT SURVEY CONTROL
 PD1124  ___________________________________________________________________
 PD1124* NAD 83(1996)-  44 30 18.93428(N)    067 43 55.47733(W)     ADJUSTED  
 PD1124* NAVD 88     -                                                        
 PD1124  ___________________________________________________________________
 PD1124  LAPLACE CORR-           3.78  (seconds)                    DEFLEC99
 PD1124  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 PD1124
 PD1124  HORZ ORDER  -  THIRD
 PD1124
 PD1124.The horizontal coordinates were established by classical geodetic methods
 PD1124.and adjusted by the National Geodetic Survey in March 1998..
 PD1124
 PD1124
 PD1124.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1124
 PD1124.The geoid height was determined by GEOID03.
 PD1124
 PD1124;                    North         East     Units Scale Factor Converg.
 PD1124;SPC ME E     -    93,456.866   361,061.014   MT  0.99994584   +0 32 17.9
 PD1124;UTM  19      - 4,928,775.181   600,788.117   MT  0.99972492   +0 53 19.9
 PD1124
 PD1124                          SUPERSEDED SURVEY CONTROL
 PD1124
 PD1124  NAD 83(1992)-  44 30 18.93056(N)    067 43 55.47746(W) AD(       ) 4
 PD1124  NAD 83(1986)-  44 30 18.92678(N)    067 43 55.48110(W) AD(       ) 4
 PD1124  NAD 27      -  44 30 18.65000(N)    067 43 57.50000(W) AD(       ) 3
 PD1124
 PD1124.Superseded values are not recommended for survey control.
 PD1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1124.See file dsdata.txt to determine how the superseded data were derived.
 PD1124
 PD1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK0078828775(NAD 83)
 PD1124
 PD1124  HISTORY     - Date     Condition        Report By
 PD1124  HISTORY     - UNK      MONUMENTED
 PD1124  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PD1124
 PD1124                          STATION DESCRIPTION
 PD1124
 PD1124'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PD1124'THIS INTERSECTION STATION IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0872 ***********************************************************************
 QF0872  DESIGNATION -  DOTEN
 QF0872  PID         -  QF0872
 QF0872  STATE/COUNTY-  ME/WASHINGTON
 QF0872  USGS QUAD   -  CALAIS (1977)
 QF0872
 QF0872                         *CURRENT SURVEY CONTROL
 QF0872  ___________________________________________________________________
 QF0872* NAD 83(1996)-  45 07 42.16697(N)    067 19 43.02726(W)     ADJUSTED  
 QF0872* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 QF0872  ___________________________________________________________________
 QF0872  LAPLACE CORR-           4.96  (seconds)                    DEFLEC99
 QF0872  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 QF0872
 QF0872  HORZ ORDER  -  THIRD
 QF0872
 QF0872.The horizontal coordinates were established by classical geodetic methods
 QF0872.and adjusted by the National Geodetic Survey in March 1998..
 QF0872
 QF0872.The orthometric height was scaled from a topographic map.
 QF0872
 QF0872.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0872
 QF0872.The geoid height was determined by GEOID03.
 QF0872
 QF0872;                    North         East     Units Scale Factor Converg.
 QF0872;SPC ME E     -   163,076.895   392,143.992   MT  1.00000437   +0 49 48.7
 QF0872;UTM  19      - 4,998,570.717   631,435.856   MT  0.99981242   +1 11 04.8
 QF0872
 QF0872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0872!SPC ME E     -   1.00000133  x   1.00000437  =   1.00000570
 QF0872!UTM  19      -   1.00000133  x   0.99981242  =   0.99981375
 QF0872
 QF0872:                Primary Azimuth Mark                     Grid Az
 QF0872:SPC ME E     -  HEATER IBC                               043 35 38.5
 QF0872:UTM  19      -  HEATER IBC                               043 14 22.4
 QF0872
 QF0872|---------------------------------------------------------------------|
 QF0872| PID    Reference Object                     Distance      Geod. Az  |
 QF0872|                                                           dddmmss.s |
 QF0872| QF0870 HEATER IBC                          APPROX. 0.5 KM 0442527.2 |
 QF0872| CE8844 DOTEN RM 1                            6.485 METERS 12401     |
 QF0872| CE8845 DOTEN RM 2                            1.555 METERS 28317     |
 QF0872| QF0873 ABBOTT IBC                          404.964 METERS 3155722.0 |
 QF0872|---------------------------------------------------------------------|
 QF0872
 QF0872                          SUPERSEDED SURVEY CONTROL
 QF0872
 QF0872  NAD 83(1992)-  45 07 42.16184(N)    067 19 43.02560(W) AD(       ) 3
 QF0872  NAD 83(1986)-  45 07 42.16412(N)    067 19 43.03055(W) AD(       ) 3
 QF0872  NAD 27      -  45 07 41.89000(N)    067 19 45.06900(W) AD(       ) 3
 QF0872
 QF0872.Superseded values are not recommended for survey control.
 QF0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0872.See file dsdata.txt to determine how the superseded data were derived.
 QF0872
 QF0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK3143698571(NAD 83)
 QF0872_MARKER: DH = HORIZONTAL CONTROL DISK
 QF0872_SETTING: 66 = SET IN ROCK OUTCROP
 QF0872
 QF0872  HISTORY     - Date     Condition        Report By
 QF0872  HISTORY     - 1909     MONUMENTED       IBC
 QF0872
 QF0872                          STATION DESCRIPTION
 QF0872
 QF0872'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JEM)
 QF0872'ON THE S BANK OF THE ST CROIX RIVER, 3/4 MILE ABOVE BARING, ON THE
 QF0872'BARE SLOPE OF AN EXTENSIVE LEDGE ON THE E SIDE OF DOTEN POINT.  THE
 QF0872'STATION IS ABOUT 9 METERS W OF THE PROLONGATION OF THE MAIN LINE OF
 QF0872'THE FENCE BETWEEN THE PROPERTIES OF EDWARD AND ALVIN DOTEN AND ABOUT
 QF0872'8 METERS FROM THE SHORELINE.
 QF0872'
 QF0872'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE IN THE LEDGE.  A
 QF0872'CROSS WITHIN A TRIANGLE IS CUT IN THE LEDGE S 55 DEGREES 59 MINUTES E,
 QF0872'6.48 METERS FROM THE STATION, AND A LIKE MARK IS CUT IN THE LEDGE N
 QF0872'76 DEGREES 43 MINUTES W, 1.56 METERS FROM THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1310 ***********************************************************************
 QG1310  DESIGNATION -  DOUBLE TOP MOUNTAIN LOT
 QG1310  PID         -  QG1310
 QG1310  STATE/COUNTY-  ME/PISCATAQUIS
 QG1310  USGS QUAD   -  DOUBLETOP MTN (1988)
 QG1310
 QG1310                         *CURRENT SURVEY CONTROL
 QG1310  ___________________________________________________________________
 QG1310* NAD 83(1996)-  45 56 09.54274(N)    069 03 40.10130(W)     ADJUSTED  
 QG1310* NAVD 88     -      1063.8    (meters)    3490.     (feet)  VERTCON   
 QG1310  ___________________________________________________________________
 QG1310  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 QG1310  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 QG1310
 QG1310  HORZ ORDER  -  THIRD
 QG1310
 QG1310.The horizontal coordinates were established by classical geodetic methods
 QG1310.and adjusted by the National Geodetic Survey in March 1998..
 QG1310
 QG1310.The NAVD 88 height was computed by applying the VERTCON shift value to
 QG1310.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QG1310
 QG1310.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1310
 QG1310.The geoid height was determined by GEOID03.
 QG1310
 QG1310;                    North         East     Units Scale Factor Converg.
 QG1310;SPC ME E     -   252,312.369   256,486.575   MT  0.99992327   -0 24 11.6
 QG1310;UTM  19      - 5,086,936.743   495,260.390   MT  0.99960028   -0 02 38.2
 QG1310
 QG1310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1310!SPC ME E     -   0.99983700  x   0.99992327  =   0.99976028
 QG1310!UTM  19      -   0.99983700  x   0.99960028  =   0.99943734
 QG1310
 QG1310:                Primary Azimuth Mark                     Grid Az
 QG1310:SPC ME E     -  WHITE CAP MTN LOT                        199 13 42.8
 QG1310:UTM  19      -  WHITE CAP MTN LOT                        198 52 09.4
 QG1310
 QG1310|---------------------------------------------------------------------|
 QG1310| PID    Reference Object                     Distance      Geod. Az  |
 QG1310|                                                           dddmmss.s |
 QG1310| QG1316 WHITE CAP MTN LOT                   APPROX.44.8 KM 1984931.2 |
 QG1310|---------------------------------------------------------------------|
 QG1310
 QG1310                          SUPERSEDED SURVEY CONTROL
 QG1310
 QG1310  NAD 83(1992)-  45 56 09.54122(N)    069 03 40.09422(W) AD(       ) 3
 QG1310  NAD 83(1986)-  45 56 09.54551(N)    069 03 40.10537(W) AD(       ) 3
 QG1310  NAD 27      -  45 56 09.38200(N)    069 03 41.94600(W) AD(       ) 3
 QG1310  NGVD 29 (07/19/86) 1064.0    (m)         3491.     (f) VERT ANG       
 QG1310
 QG1310.Superseded values are not recommended for survey control.
 QG1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1310.See file dsdata.txt to determine how the superseded data were derived.
 QG1310
 QG1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL9526086937(NAD 83)
 QG1310
 QG1310  HISTORY     - Date     Condition        Report By
 QG1310  HISTORY     - 1955     MONUMENTED       CGS
 QG1310
 QG1310                          STATION DESCRIPTION
 QG1310
 QG1310'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 QG1310'THE STATION IS LOCATED ABOUT 30 MILES AIRLINE WEST OF PATTEN,
 QG1310'25 MILES AIRLINE NORTHWEST OF MILLINOCKET.
 QG1310'
 QG1310'THE TOWER IS AN ABANDONED MAINE FOREST SERVICE LOOKOUT TOWER
 QG1310'WITH ONLY THE FOUR STEEL LEGS REMAINING.  IT IS ABOUT 50 FEET
 QG1310'HIGH.  THE CENTER OF THE TOP OF THE LEGS WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0518 ***********************************************************************
 OB0518  DESIGNATION -  DOUBLING POINT LIGHT
 OB0518  PID         -  OB0518
 OB0518  STATE/COUNTY-  ME/SAGADAHOC
 OB0518  USGS QUAD   -  BATH (1980)
 OB0518
 OB0518                         *CURRENT SURVEY CONTROL
 OB0518  ___________________________________________________________________
 OB0518* NAD 83(1996)-  43 52 57.03071(N)    069 48 24.40656(W)     ADJUSTED  
 OB0518* NAVD 88     -                                                        
 OB0518  ___________________________________________________________________
 OB0518  LAPLACE CORR-           2.19  (seconds)                    DEFLEC99
 OB0518  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 OB0518
 OB0518  HORZ ORDER  -  THIRD
 OB0518
 OB0518.The horizontal coordinates were established by classical geodetic methods
 OB0518.and adjusted by the National Geodetic Survey in March 1998..
 OB0518
 OB0518
 OB0518.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0518
 OB0518.The geoid height was determined by GEOID03.
 OB0518
 OB0518;                    North         East     Units Scale Factor Converg.
 OB0518;SPC ME W     -   116,622.142   928,921.116   MT  0.99997695   +0 14 58.1
 OB0518;UTM  19      - 4,859,139.764   435,189.569   MT  0.99965166   -0 33 33.4
 OB0518
 OB0518                          SUPERSEDED SURVEY CONTROL
 OB0518
 OB0518  NAD 83(1992)-  43 52 57.02937(N)    069 48 24.40492(W) AD(       ) 4
 OB0518  NAD 83(1986)-  43 52 57.03476(N)    069 48 24.41027(W) AD(       ) 4
 OB0518  NAD 27      -  43 52 56.74000(N)    069 48 26.21000(W) AD(       ) 3
 OB0518
 OB0518.Superseded values are not recommended for survey control.
 OB0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0518.See file dsdata.txt to determine how the superseded data were derived.
 OB0518
 OB0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3519059140(NAD 83)
 OB0518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OB0518+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2003
 OB0518
 OB0518  HISTORY     - Date     Condition        Report By
 OB0518  HISTORY     - UNK      MONUMENTED
 OB0518  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0518  HISTORY     - 20010418 GOOD             USPSQD
 OB0518  HISTORY     - 20031007 GOOD             USPSQD
 OB0518
 OB0518                          STATION DESCRIPTION
 OB0518
 OB0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OB0518'STATION IS THE STRUCTURE AS OF 1903 AND IS LOCATED AT DOUBLING
 OB0518'POINT, ABOUT 2 MILES DOWN THE RIVER FROM BATH.
 OB0518
 OB0518                          STATION RECOVERY (2001)
 OB0518
 OB0518'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 OB0518'RECOVERED IN GOOD CONDITION.
 OB0518
 OB0518                          STATION RECOVERY (2003)
 OB0518
 OB0518'RECOVERY NOTE BY US POWER SQUADRON 2003 (RMS)
 OB0518'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2016 ***********************************************************************
 PE2016  DESIGNATION -  DOUGLAS
 PE2016  PID         -  PE2016
 PE2016  STATE/COUNTY-  ME/KNOX
 PE2016  USGS QUAD   -  ISLE AU HAUT EAST (1983)
 PE2016
 PE2016                         *CURRENT SURVEY CONTROL
 PE2016  ___________________________________________________________________
 PE2016* NAD 83(1996)-  44 04 55.93663(N)    068 35 29.57943(W)     ADJUSTED  
 PE2016* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 PE2016  ___________________________________________________________________
 PE2016  LAPLACE CORR-           3.01  (seconds)                    DEFLEC99
 PE2016  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 PE2016
 PE2016  HORZ ORDER  -  THIRD
 PE2016
 PE2016.The horizontal coordinates were established by classical geodetic methods
 PE2016.and adjusted by the National Geodetic Survey in March 1998..
 PE2016
 PE2016.The orthometric height was scaled from a topographic map.
 PE2016
 PE2016.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2016
 PE2016.The geoid height was determined by GEOID03.
 PE2016
 PE2016;                    North         East     Units Scale Factor Converg.
 PE2016;SPC ME E     -    46,169.793   292,668.015   MT  0.99990066   -0 03 49.3
 PE2016;UTM  19      - 4,881,084.285   532,701.890   MT  0.99961315   +0 17 03.0
 PE2016
 PE2016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2016!SPC ME E     -   1.00000374  x   0.99990066  =   0.99990440
 PE2016!UTM  19      -   1.00000374  x   0.99961315  =   0.99961689
 PE2016
 PE2016:                Primary Azimuth Mark                     Grid Az
 PE2016:SPC ME E     -  BUSTER                                   010 28 28.3
 PE2016:UTM  19      -  BUSTER                                   010 07 36.0
 PE2016
 PE2016|---------------------------------------------------------------------|
 PE2016| PID    Reference Object                     Distance      Geod. Az  |
 PE2016|                                                           dddmmss.s |
 PE2016| PE1992 BUSTER                              APPROX. 5.7 KM 0102439.0 |
 PE2016| CE7902 DOUGLAS RM 1                          8.696 METERS 07618     |
 PE2016| CE7903 DOUGLAS RM 2                         14.104 METERS 15722     |
 PE2016|---------------------------------------------------------------------|
 PE2016
 PE2016                          SUPERSEDED SURVEY CONTROL
 PE2016
 PE2016  NAD 83(1992)-  44 04 55.94688(N)    068 35 29.56146(W) AD(       ) 3
 PE2016  NAD 83(1986)-  44 04 55.94913(N)    068 35 29.56937(W) AD(       ) 3
 PE2016  NAD 27      -  44 04 55.62800(N)    068 35 31.48300(W) AD(       ) 3
 PE2016
 PE2016.Superseded values are not recommended for survey control.
 PE2016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2016.See file dsdata.txt to determine how the superseded data were derived.
 PE2016
 PE2016_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ3270281084(NAD 83)
 PE2016
 PE2016  HISTORY     - Date     Condition        Report By
 PE2016  HISTORY     - 1945     MONUMENTED       CGS
 PE2016  HISTORY     - 1956     SEE DESCRIPTION  CGS
 PE2016
 PE2016                          STATION DESCRIPTION
 PE2016
 PE2016'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (IRR)
 PE2016'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 PE2016'GOOD CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE
 PE2016'VERIFIED.  THE ORIGINAL DESCRIPTION IS ADEQUATE AND COMPLETE
 PE2016'WITH THE FOLLOWING ADDITIONS--
 PE2016'
 PE2016'THE STATION MARK IS STAMPED DOUGLAS 1945.
 PE2016'
 PE2016'REFERENCE MARK 1 IS STAMPED DOUGLAS 1945 1.
 PE2016'
 PE2016'REFERENCE MARK 2 IS STAMPED DOUGLAS 1945 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2226 ***********************************************************************
 PE2226  DESIGNATION -  DOW
 PE2226  PID         -  PE2226
 PE2226  STATE/COUNTY-  ME/PENOBSCOT
 PE2226  USGS QUAD   -  BANGOR (1991)
 PE2226
 PE2226                         *CURRENT SURVEY CONTROL
 PE2226  ___________________________________________________________________
 PE2226* NAD 83(1996)-  44 48 11.31889(N)    068 48 12.28299(W)     ADJUSTED  
 PE2226* NAVD 88     -        69.2    (meters)     227.     (feet)  VERTCON   
 PE2226  ___________________________________________________________________
 PE2226  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 PE2226  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 PE2226
 PE2226  HORZ ORDER  -  SECOND
 PE2226
 PE2226.The horizontal coordinates were established by classical geodetic methods
 PE2226.and adjusted by the National Geodetic Survey in March 1998..
 PE2226
 PE2226.The NAVD 88 height was computed by applying the VERTCON shift value to
 PE2226.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PE2226
 PE2226.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2226
 PE2226.The geoid height was determined by GEOID03.
 PE2226
 PE2226;                    North         East     Units Scale Factor Converg.
 PE2226;SPC ME E     -   126,313.930   275,997.552   MT  0.99990708   -0 12 49.7
 PE2226;UTM  19      - 4,961,101.382   515,547.110   MT  0.99960297   +0 08 18.7
 PE2226
 PE2226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2226!SPC ME E     -   0.99999305  x   0.99990708  =   0.99990013
 PE2226!UTM  19      -   0.99999305  x   0.99960297  =   0.99959602
 PE2226
 PE2226|---------------------------------------------------------------------|
 PE2226| PID    Reference Object                     Distance      Geod. Az  |
 PE2226|                                                           dddmmss.s |
 PE2226| CE7905 DOW RM 2                             14.359 METERS 20012     |
 PE2226| PE2222 BANGOR DOW AFB TANK                 APPROX. 3.3 KM 2080852.9 |
 PE2226| PE2219 TACAN RESET                         APPROX. 1.9 KM 2693829.6 |
 PE2226| CE7904 DOW RM 1                             24.804 METERS 27316     |
 PE2226|---------------------------------------------------------------------|
 PE2226
 PE2226                          SUPERSEDED SURVEY CONTROL
 PE2226
 PE2226  NAD 83(1992)-  44 48 11.31789(N)    068 48 12.28067(W) AD(       ) 2
 PE2226  NAD 83(1986)-  44 48 11.31682(N)    068 48 12.28166(W) AD(       ) 2
 PE2226  NAD 27      -  44 48 11.06180(N)    068 48 14.14500(W) AD(       ) 2
 PE2226  NGVD 29 (07/19/86)   69.4    (m)          228.     (f) VERT ANG       
 PE2226
 PE2226.Superseded values are not recommended for survey control.
 PE2226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2226.See file dsdata.txt to determine how the superseded data were derived.
 PE2226
 PE2226_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1554761101(NAD 83)
 PE2226_MARKER: DS = TRIANGULATION STATION DISK
 PE2226_SETTING: 66 = SET IN ROCK OUTCROP
 PE2226_STAMPING: DOW 1958
 PE2226_MARK LOGO: CGS   
 PE2226_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE2226
 PE2226  HISTORY     - Date     Condition        Report By
 PE2226  HISTORY     - 1958     MONUMENTED       CGS
 PE2226  HISTORY     - 1960     SEE DESCRIPTION  CGS
 PE2226  HISTORY     - 1963     SEE DESCRIPTION  CGS
 PE2226  HISTORY     - 1970     SEE DESCRIPTION  NGS
 PE2226  HISTORY     - 1974     SEE DESCRIPTION  NGS
 PE2226  HISTORY     - 19810521 GOOD             NGS
 PE2226
 PE2226                          STATION DESCRIPTION
 PE2226
 PE2226'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 PE2226'STATION IS LOCATED ABOUT 2 MILES WEST OF DOWNTOWN BANGOR ON
 PE2226'A SMALL HILL AT THE EAST EDGE OF DOW AIRFORCE BASE.  STATION IS
 PE2226'32 FEET EAST OF BUILDING NO. T 327, 18 FEET WEST SOUTHWEST OF
 PE2226'WITNESS POST AND 17 FEET WEST OF FENCE.  THE DISK IS CEMENTED
 PE2226'FLUSH IN ROCK ABOUT 4 INCHES BELOW THE SURFACE AND IS STAMPED
 PE2226'DOW 1958.
 PE2226'
 PE2226'REFERENCE MARK NO. 1 IS 26 FEET SOUTH OF BUILDING.  THE MARK IS
 PE2226'FLUSH WITH THE GROUND AND THE DISK IS STAMPED DOW NO 1 1958.
 PE2226'
 PE2226'REFERENCE MARK NO. 2 IS 5 FEET NORTHWEST OF FENCE.  THE DISK
 PE2226'IS CEMENTED FLUSH IN A BOULDER AND IS STAMPED DOW NO 2 1958.
 PE2226'
 PE2226'TO REACH STATION FROM THE BANGOR HOUSE AT THE INTERSECTION OF
 PE2226'MAIN AND UNION STREETS IN BANGOR, GO NORTHWEST ON UNION STREET
 PE2226'FOR 1.9 MILES TO SIDE STREET LEFT.  TURN LEFT AND GO 0.15 MILE
 PE2226'TO GATE TO DOW FIELD.  CONTINUE STRAIGHT AHEAD FOR 0.6 MILE TO
 PE2226'SIDE STREET LEFT.  TURN LEFT AND GO UP HILL FOR 0.15 MILE TO
 PE2226'SIDE STREET LEFT.  KEEP RIGHT FOR 0.05 MILE TO INTERSECTION.
 PE2226'TURN RIGHT AND GO ABOUT 100 FEET TO THE END OF STREET.  TURN LEFT
 PE2226'ALONG SIDE OF BUILDING TO STATION IN REAR OF BUILDING AS
 PE2226'DESCRIBED.
 PE2226'
 PE2226'NO LOCATION AVAILABLE FOR A V.G. AZIMUTH MARK, BUT STATION
 PE2226'TACAN MAY BE USED.
 PE2226'
 PE2226'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 PE2226
 PE2226                          STATION RECOVERY (1960)
 PE2226
 PE2226'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HRL)
 PE2226'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO
 PE2226'BE IN GOOD CONDITION.  STATION WAS NOT OCCUPIED AT THIS TIME.
 PE2226
 PE2226                          STATION RECOVERY (1963)
 PE2226
 PE2226'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FHG)
 PE2226'THE STATION WAS FOUND IN GOOD CONDITION.  THE DESCRIPTION IN
 PE2226'THE HORIZONTAL CONTROL DATA, MAINE VOL. II, PAGE 58 SHOULD BE
 PE2226'CHANGED AND CORRECTED AS FOLLOWS--TO REACH THE STATION FROM
 PE2226'THE JUNCTION OF U.S. HIGHWAY 2, 1A, STATE HIGHWAY 222, AND 100
 PE2226'IN THE WESTERN PART OF BANGOR, GO WEST ON U.S. HIGHWAY 2 AND
 PE2226'STATE HIGHWAY 100 (HAMMOND ST.) FOR 1.25 MILES TO THE OVERPASS
 PE2226'OF INTERSTATE HIGHWAY 95, CONTINUE STRAIGHT FOR 0.25 MILES
 PE2226'TO THE MAINGATE INTO DOW AIR FORCE BASE, CONTINUE STRAIGHT ON
 PE2226'MAIN BLACKTOP ROAD FOR 0.45 MILES TO BUILDING T 202 AND ROAD
 PE2226'RIGHT, TURN RIGHT AND GO UP HILL FOR 0.3 MILES TO DOW AIR
 PE2226'FORCE STANDPIPE AND BLACKTOP ROAD RIGHT, TURN RIGHT AND BEAR
 PE2226'RIGHT FOR 0.05 MILES TO THE WEST CORNER OF BUILDING 339.
 PE2226'
 PE2226'THE STATION IS LOCATED 37 FEET SW OF THE SE CORNER OF BUILDING
 PE2226'339 AND 20 FEET S OF A 24 INCH PINE TREE.  THE MARK IS CEMENTED
 PE2226'IN A BOULDER FLUSH WITH THE GROUND.  THE WITNESS POST HAS BEEN
 PE2226'DESTROYED.
 PE2226'
 PE2226'REFERENCE MARK NO. 1 IS A DISK IN A CONCRETE POST 19 FEET S
 PE2226'FROM THE MOST SOUTHERLY OF A TRIANGLE OF THREE PINES.  THE
 PE2226'BEARING FROM THE STATION TO THE REFERENCE MARK SHOULD BE CHANGED
 PE2226'FROM W TO WNW.
 PE2226
 PE2226                          STATION RECOVERY (1970)
 PE2226
 PE2226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMR)
 PE2226'STATION RECOVERED IN GOOD CONDITION.  THE REFERENCE MARKS COULD
 PE2226'NOT BE FOUND AFTER A REASONABLE SEARCH.
 PE2226'
 PE2226'THE MARK IS LOCATED ABOUT 375 FEET SOUTHEAST OF THE WATER TANK
 PE2226'ON WHICH THE AIRPORT BEACON IS MOUNTED.  THE MARK IS ON TOP OF THE
 PE2226'HILL 36 FEET SOUTH OF THE SOUTH WALL OF BUILDING 339 AND 18 FEET
 PE2226'SOUTHEAST OF AN 18 INCH PINE TREE.  A STANDARD TRIANGULATION
 PE2226'STATION DISK STAMPED DOW 1958 SET IN A DRILL HOLE IN A BOULDER
 PE2226'WHICH IS ABOUT FLUSH WITH THE GROUND.
 PE2226
 PE2226                          STATION RECOVERY (1974)
 PE2226
 PE2226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JVT)
 PE2226'STATION DESTROYED.  WHILE AT STATION HOMER THE LANDOWNER NOTED
 PE2226'THAT HE HAD DISCOVERED A DISC IN A MONUMENT IN SOME FILL DIRT
 PE2226'THAT HAD BEEN BROUGHT ON TO HIS PROPERTY--THE DISC, STAMPED DOW
 PE2226'1958, WAS REMOVED FROM THE MONUMENT.  THE TWO STATIONS ARE, BY
 PE2226'DESCRIPTION, LOCATED SOME FIVE MILES APART.
 PE2226
 PE2226                          STATION RECOVERY (1981)
 PE2226
 PE2226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 PE2226'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 PE2226'CONDITION.  REFERENCE MARK 2 WAS DESTROYED.  THIS MUST HAVE BEEN THE
 PE2226'DISK REPORTED AS BEING DESTROYED IN 1974.  A SHORTER DISTANCE OF 0.20
 PE2226'FT (6.10 CM) WAS NOTED TO REFERENCE MARK 1.  REFERENCE MARK 3 WAS
 PE2226'ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 PE2226' 
 PE2226'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) WEST OF DOWNTOWN BANGOR,
 PE2226'ON A SMALL HILL EAST OF THE BANGOR AIRPORT AND SOUTH OF A STANDPIPE
 PE2226'WITH A BEACON ON THE TOP.  OWNERSHIP- BANGOR COMMUNITY COLLEGE, AUBURN
 PE2226'HALL, BANGOR MAINE.  TO REACH THE STATION FROM THE JUNCTION OF
 PE2226'INTERSTATE HIGHWAY 95 AND US HIGHWAY 2 AT THE WEST EDGE OF BANGOR,
 PE2226'EXIT 46 ON THE INTERSTATE, GO WEST ON HIGHWAY 2, HAMMOND STREET, FOR
 PE2226'0.5 KM (0.30 MI) TO WHERE HIGHWAY 2 TURNS LEFT.  CONTINUE WEST ON
 PE2226'HAMMOND STREET FOR 0.1 KM (0.05 MI) TO MAINE STREET.  TURN RIGHT AND
 PE2226'GO NORTH ON MAINE STREET FOR 0.6 KM (0.35 MI) TO CLEVELAND STREET ON
 PE2226'THE RIGHT.  TURN RIGHT AND GO EAST ON CLEVELAND STREET FOR 0.6 KM
 PE2226'(0.35 MI) TO A SIDE ROAD LEFT AND THE STANDPIPE ON THE RIGHT.  GO
 PE2226'SOUTHEAST ON A PAVED STREET FOR 0.2 KM (0.10 MI) TO THE WEST END OF
 PE2226'BUILDING 339 AND THE STATION.
 PE2226' 
 PE2226'THE STATION IS A STANDARD NGS DISK STAMPED--DOW 1958--, SET INTO ROCK
 PE2226'OUTCROP LOCATED 48.0 FT (14.6 M) S FROM THE NORTHWEST CORNER OF
 PE2226'BUILDING 339, 37.0 FT (11.3 M) WSW FROM THE SOUTHWEST CORNER OF THE
 PE2226'BUILDING, 21.0 FT (6.4 M) S FROM A 20-INCH PINE TREE, AND 12.0 FT (3.7
 PE2226'M) WNW FROM A BRICK BARBEQUE PIT.  REFERENCE MARK NO 1 IS A STANDARD
 PE2226'NGS DISK STAMPED--DOW NO 1 1958--, SET INTO THE TOP OF A SQUARE
 PE2226'CONCRETE MONUMENT 12 INCHES OR 30 CM ON SIDE FLUSH WITH GROUND LOCATED
 PE2226'85.5 FT (26.1 M) WSW FROM THE NORTHWEST CORNER OF BUILDING 339, 75.0
 PE2226'FT (22.9 M) SW FROM THE WEST EDGE OF THE PAVED PARKING AREA, 19.5 FT
 PE2226'(5.9 M) S FROM A 18-INCH PINE TREE, AND 4.0 FT (1.2 M) LOWER THAN THE
 PE2226'STATION.  REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--DOW 1958
 PE2226'NO 3 1981--, SET INTO ROCK OUTCROP LOCATED 95.0 FT (29.0 M) SW FROM
 PE2226'THE WEST FACE OF BUILDING 339, 78.0 FT (23.8 M) SW FROM THE 20-INCH
 PE2226'PINE TREE, 65.5 FT (20.0 M) SW FROM THE BRICK BARBEQUE, AND 3.0 FT
 PE2226'(0.9 M) LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0524 ***********************************************************************
 PE0524  DESIGNATION -  DOW AFB AP STA A
 PE0524  PID         -  PE0524
 PE0524  STATE/COUNTY-  ME/PENOBSCOT
 PE0524  USGS QUAD   -  BANGOR (1991)
 PE0524
 PE0524                         *CURRENT SURVEY CONTROL
 PE0524  ___________________________________________________________________
 PE0524* NAD 83(1986)-  44 48 10.     (N)    068 49 01.     (W)     SCALED    
 PE0524* NAVD 88     -        47.374  (meters)     155.43   (feet)  ADJUSTED  
 PE0524  ___________________________________________________________________
 PE0524  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 PE0524  DYNAMIC HT  -          47.372 (meters)     155.42  (feet)  COMP
 PE0524  MODELED GRAV-     980,580.3   (mgal)                       NAVD 88
 PE0524
 PE0524  VERT ORDER  -  SECOND    CLASS 0
 PE0524
 PE0524.This mark is at Bangor Airport (BGR)
 PE0524
 PE0524.The horizontal coordinates were scaled from a topographic map and have
 PE0524.an estimated accuracy of +/- 6 seconds.
 PE0524
 PE0524.The orthometric height was determined by differential leveling
 PE0524.and adjusted by the National Geodetic Survey in June 1991..
 PE0524
 PE0524.The geoid height was determined by GEOID03.
 PE0524
 PE0524.The dynamic height is computed by dividing the NAVD 88
 PE0524.geopotential number by the normal gravity value computed on the
 PE0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0524.degrees latitude (g = 980.6199 gals.).
 PE0524
 PE0524.The modeled gravity was interpolated from observed gravity values.
 PE0524
 PE0524;                    North         East    Units  Estimated Accuracy
 PE0524;SPC ME E     -   126,280.      274,930.      MT  (+/- 180 meters Scaled)
 PE0524
 PE0524                          SUPERSEDED SURVEY CONTROL
 PE0524
 PE0524  NGVD 29 (??/??/92)   47.578  (m)          156.10   (f) ADJ UNCH    2 0
 PE0524
 PE0524.Superseded values are not recommended for survey control.
 PE0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0524.See file dsdata.txt to determine how the superseded data were derived.
 PE0524
 PE0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK144610(NAD 83)
 PE0524_MARKER: DT = TOPOGRAPHIC STATION DISK
 PE0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0524_STAMPING: AP 1963 STA A
 PE0524_MARK LOGO: CGS   
 PE0524_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PE0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0524+STABILITY: SURFACE MOTION
 PE0524
 PE0524  HISTORY     - Date     Condition        Report By
 PE0524  HISTORY     - 1963     MONUMENTED       CGS
 PE0524  HISTORY     - 1975     MARK NOT FOUND   NGS
 PE0524  HISTORY     - 1979     GOOD             NGS
 PE0524  HISTORY     - 19930615 GOOD             CGS
 PE0524  HISTORY     - 19951010 MARK NOT FOUND   CHANCE
 PE0524
 PE0524                          STATION DESCRIPTION
 PE0524
 PE0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PE0524'AT BANGOR.
 PE0524'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2, 1A,
 PE0524'STATE HIGHWAY 222, AND 100 IN THE WESTERN PART OF BANGOR, GO
 PE0524'WEST ON U.S. HIGHWAY 2 AND STATE HIGHWAY 100 (HAMMOND ST.) FOR
 PE0524'1.25 MILES TO THE OVERPASS OF INTERSTATE HIGHWAY 95, CONTINUE
 PE0524'STRAIGHT FOR 0.25 MILES TO THE MAIN GATE INTO DOW AIR FORCE BASE,
 PE0524'CONTINUE STRAIGHT ON MAIN BLACKTOP ROAD FOR 0.55 MILES TO SECURITY
 PE0524'GATE, GO THROUGH GATE AND CONTINUE PAST DOW FIRE STATION NO 1,
 PE0524'BEAR LEFT AND CONTINUE 0.95 MILES VIA RAMP AND MAIN TAXIWAY
 PE0524'PARALLELING RUNWAY 15-33 TO RUNWAY END 33 AND STATION.  THE
 PE0524'STATION IS 250 FT NE OF RUNWAY CENTERLINE, 100 FT NE OF THE NE
 PE0524'EDGE OF RUNWAY AND 132 FT W OF THE MOST NORTHERLY CORNER OF THE
 PE0524'LARGEST RUNWAY LIGHT LOCATED AT THE START OF CURVATURE INTO THE
 PE0524'TAXIWAY.
 PE0524
 PE0524                          STATION RECOVERY (1975)
 PE0524
 PE0524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 PE0524'MARK NOT FOUND.
 PE0524
 PE0524                          STATION RECOVERY (1979)
 PE0524
 PE0524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 PE0524'RECOVERED IN GOOD CONDITION.
 PE0524
 PE0524                          STATION RECOVERY (1993)
 PE0524
 PE0524'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1993
 PE0524'THE STATION IS LOCATED AT BANGOR INTERNATIONAL AIRPORT, NEAR THE
 PE0524'APPROACH END OF RUNWAY 33, 250 FT (76.2 M) NORTHEAST OF THE CENTERLINE
 PE0524'OF RUNWAY 33, 148 FT (45.1 M) NORTHWEST OF THE NORTHWEST END OF A
 PE0524'HOLDING STRIPE PAINTED ACROSS THE TAXIWAY, 132 FT (40.2 M) EAST OF THE
 PE0524'MOST NORTHERLY CORNER OF THE LARGEST CONCRETE RUNWAY LIGHT BASE, 105.5
 PE0524'FT (32.2 M) SOUTHWEST OF THE WINDSOCK, 100 FEET (30.5 M) NORTHEAST OF
 PE0524'THE NORTHEAST EDGE OF RUNWAY AND 71.7 FT (21.9 M) NORTH NORTHEAST OF
 PE0524'THE FOURTH TAXIWAY LIGHT SOUTHEAST OF THE FIRST RUNWAY LIGHT AT END
 PE0524'33.  THE STATION IS A STANDARD TOPOGRAPHIC DISK STAMPED AP 1963 STA A
 PE0524'SET IN THE TOP OF A CONCRETE MONUMENT ABOUT FLUSH WITH THE GROUND.
 PE0524
 PE0524                          STATION RECOVERY (1995)
 PE0524
 PE0524'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KB)
 PE0524'NOT FOUND.  RUNWAY AND TAXIWAY RECONSTRUCTION IN AREA HAS ELIMINATED
 PE0524'ALL REFERENCE TIES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1128 ***********************************************************************
 PD1128  DESIGNATION -  DOY RESET
 PD1128  PID         -  PD1128
 PD1128  STATE/COUNTY-  ME/WASHINGTON
 PD1128  USGS QUAD   -  ADDISON (1975)
 PD1128
 PD1128                         *CURRENT SURVEY CONTROL
 PD1128  ___________________________________________________________________
 PD1128* NAD 83(1996)-  44 31 35.01822(N)    067 38 48.64026(W)     ADJUSTED  
 PD1128* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 PD1128  ___________________________________________________________________
 PD1128  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 PD1128  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 PD1128
 PD1128  HORZ ORDER  -  THIRD
 PD1128
 PD1128.The horizontal coordinates were established by classical geodetic methods
 PD1128.and adjusted by the National Geodetic Survey in March 1998..
 PD1128
 PD1128.The orthometric height was scaled from a topographic map.
 PD1128
 PD1128.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1128
 PD1128.The geoid height was determined by GEOID03.
 PD1128
 PD1128;                    North         East     Units Scale Factor Converg.
 PD1128;SPC ME E     -    95,872.353   367,813.728   MT  0.99995654   +0 35 53.8
 PD1128;UTM  19      - 4,931,231.410   607,524.456   MT  0.99974218   +0 56 56.3
 PD1128
 PD1128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD1128!SPC ME E     -   1.00000256  x   0.99995654  =   0.99995910
 PD1128!UTM  19      -   1.00000256  x   0.99974218  =   0.99974474
 PD1128
 PD1128|---------------------------------------------------------------------|
 PD1128| PID    Reference Object                     Distance      Geod. Az  |
 PD1128|                                                           dddmmss.s |
 PD1128| PD1129 DOY RM 3                             70.717 METERS 03254     |
 PD1128| CE7906 DOY RM 1                              5.244 METERS 05313     |
 PD1128| PD1112 BEALS SOUTH CHURCH SPIRE            APPROX. 2.9 KM 1121125.6 |
 PD1128| CE7907 DOY RM 2                              5.843 METERS 18444     |
 PD1128| PD1050 NASH ISLAND LIGHTHOUSE NEW          APPROX.10.6 KM 2291231.0 |
 PD1128|---------------------------------------------------------------------|
 PD1128
 PD1128                          SUPERSEDED SURVEY CONTROL
 PD1128
 PD1128  NAD 83(1992)-  44 31 35.01416(N)    067 38 48.63965(W) AD(       ) 3
 PD1128  NAD 83(1986)-  44 31 35.01011(N)    067 38 48.64288(W) AD(       ) 3
 PD1128  NAD 27      -  44 31 34.72500(N)    067 38 50.66800(W) AD(       ) 3
 PD1128
 PD1128.Superseded values are not recommended for survey control.
 PD1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1128.See file dsdata.txt to determine how the superseded data were derived.
 PD1128
 PD1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK0752431231(NAD 83)
 PD1128
 PD1128  HISTORY     - Date     Condition        Report By
 PD1128  HISTORY     - 1913     MONUMENTED       CGS
 PD1128  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PD1128  HISTORY     - 1945     SEE DESCRIPTION  CGS
 PD1128  HISTORY     - 1962     SEE DESCRIPTION  CGS
 PD1128  HISTORY     - 1962     SEE DESCRIPTION  CGS
 PD1128
 PD1128                          STATION DESCRIPTION
 PD1128
 PD1128'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (OBF)
 PD1128'STATION IS ON A BARE, ROCKY LEDGE IN THE SE END OF DOYLES
 PD1128'ISLAND, WHICH LIES ON THE N SIDE OF MOOSE-A-BEC REACH AND ABOUT
 PD1128'2 MILES W OF JONESPORT.  THE STATION IS A LITTLE SW OF THE
 PD1128'HIGHEST PART OF THE KNOLL AND IS ABOUT 50 FEET FROM THE S SHORE
 PD1128'OF THE ISLAND AND JUST S OF ITS ONLY HOUSE.  THE STATION IS A
 PD1128'DRILL HOLE SURROUNDED BY A TRIANGLE CUT IN THE ROCK.
 PD1128
 PD1128                          STATION RECOVERY (1934)
 PD1128
 PD1128'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PD1128'THE STATION WAS RECOVERED AS DESCRIBED.  IT IS ON A BARE ROCKY
 PD1128'LEDGE ON THE EXTREME SE END OF DOYLE ISLAND IN MOOSE-A-BEC
 PD1128'REACH.  THE STATION IS A LITTLE SW OF THE HIGHEST PART OF THE
 PD1128'KNOLL AND IS 50 FEET FROM THE S SHORE OF THE ISLAND.
 PD1128'
 PD1128'THE STATION WAS RE-MARKED BY A STANDARD BRONZE DISK WEDGED IN
 PD1128'A DRILL HOLE IN OUTCROPPING BEDROCK AND TWO NEW REFERENCE MARKS,
 PD1128'STANDARD BRONZE DISKS WEDGED IN DRILL HOLES IN OUTCROPPING
 PD1128'BEDROCK, WERE SET.
 PD1128'
 PD1128'THE STATION WAS NOT OCCUPIED IN 1934 BUT THE OLD LINES WILL SEE
 PD1128'FROM THE GROUND.
 PD1128
 PD1128                          STATION RECOVERY (1945)
 PD1128
 PD1128'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (FLP)
 PD1128'STATION AND RMS RECOVERED IN GOOD CONDITION.  STATION IS ON
 PD1128'EXTREME S OF ISLAND ON POINT OF LAND, ABOUT 50 FEET N OF POINT
 PD1128'OF LAND.
 PD1128'
 PD1128'DISTANCES TO RM MEASURED AND CHECKED.
 PD1128
 PD1128                          STATION RECOVERY (1962)
 PD1128
 PD1128'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (ELJ)
 PD1128'STATION MARK AND REFERENCE MARKS RECOVERED AS DESCRIBED IN GOOD
 PD1128'CONDITION, WITH THE FOLLOWING ADDITIONS.  REFERENCE MARK SET BY
 PD1128'W.F.D. IN 1962 WAS STAMPED DOY RM 3 1962.  THIS MARK WAS NOT
 PD1128'USED AS A RAYDIST ANTENNA SITE AS DESCRIBED BY G.E.M., 1962.  A
 PD1128'STANDARD REFERENCE MARK DISK WAS SET IN CONCRETE 71.794 METERS
 PD1128'(235.54 FT) FROM STATION DOY AT AN ANGLE OF 284 DEG 06 MIN 29
 PD1128'SEC USING BEALS, SO. CHURCH, SPIRE, AS AN INITIAL.  MARK IS
 PD1128'STAMPED DOY RAYDIST 1962 AND MARKS THE ANTENNA SITE USED TO
 PD1128'CONTROL OFFSHORE HYDROGRAPHY ACCOMPLISHED IN 1962.
 PD1128
 PD1128                          STATION RECOVERY (1962)
 PD1128
 PD1128'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WFD)
 PD1128'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED IN GOOD
 PD1128'CONDITION.  DOYLE ISLAND IS LOCATED IN ADDISON, MAINE AND IS OWNED
 PD1128'BY RICHARD J. COTTER, JR., ESQUIRE, 1359 HANCOCK STREET, QUINCY,
 PD1128'MASSACHUSETTS.  REFERENCE MARK NO. 3 WAS ESTABLISHED 232 FEET
 PD1128'NORTHERLY OF THE STATION IN 1962.
 PD1128'
 PD1128'VIEW TO STATION BEALS IS OBSCURED BY TWO LARGE PINES WHICH HAVE
 PD1128'GROWN DURING PAST TWENTY YEARS AND ARE LOCATED ABOUT TWENTY
 PD1128'FEET N.W. OF BEALS.  LINE TO STATION POMP IS LIKEWISE OBSCURED BY
 PD1128'THE HEAVY GROWTH OF PINE TREES AROUND POMP.
 PD1128'
 PD1128'WITH GOOD VISIBILITY NASH ISLAND LIGHT (1902) AND PETIT MANAN
 PD1128'LIGHTHOUSE CAN BE SEEN FROM GROUND.  IN LIMITED VISIBILITY
 PD1128'BEALS, SOUTH CHURCH, SPIRE CAN BE USED AS AN INITIAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1129 ***********************************************************************
 PD1129  DESIGNATION -  DOY RM 3
 PD1129  PID         -  PD1129
 PD1129  STATE/COUNTY-  ME/WASHINGTON
 PD1129  USGS QUAD   -  ADDISON (1975)
 PD1129
 PD1129                         *CURRENT SURVEY CONTROL
 PD1129  ___________________________________________________________________
 PD1129* NAD 83(1996)-  44 31 36.94187(N)    067 38 46.90089(W)     ADJUSTED  
 PD1129* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 PD1129  ___________________________________________________________________
 PD1129  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 PD1129  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 PD1129
 PD1129  HORZ ORDER  -  THIRD
 PD1129
 PD1129.The horizontal coordinates were established by classical geodetic methods
 PD1129.and adjusted by the National Geodetic Survey in March 1998..
 PD1129.No horizontal observational check was made to the station.
 PD1129
 PD1129.The orthometric height was scaled from a topographic map.
 PD1129
 PD1129.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1129
 PD1129.The geoid height was determined by GEOID03.
 PD1129
 PD1129;                    North         East     Units Scale Factor Converg.
 PD1129;SPC ME E     -    95,932.126   367,851.512   MT  0.99995660   +0 35 55.1
 PD1129;UTM  19      - 4,931,291.400   607,561.865   MT  0.99974228   +0 56 57.6
 PD1129
 PD1129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD1129!SPC ME E     -   1.00000256  x   0.99995660  =   0.99995916
 PD1129!UTM  19      -   1.00000256  x   0.99974228  =   0.99974484
 PD1129
 PD1129                          SUPERSEDED SURVEY CONTROL
 PD1129
 PD1129  NAD 83(1992)-  44 31 36.93781(N)    067 38 46.90029(W) AD(       ) 3
 PD1129  NAD 83(1986)-  44 31 36.93376(N)    067 38 46.90352(W) AD(       ) 3
 PD1129  NAD 27      -  44 31 36.64900(N)    067 38 48.92900(W) AD(       ) 3
 PD1129
 PD1129.Superseded values are not recommended for survey control.
 PD1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1129.See file dsdata.txt to determine how the superseded data were derived.
 PD1129
 PD1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK0756231291(NAD 83)
 PD1129_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PD1129_SETTING: 66 = SET IN ROCK OUTCROP
 PD1129
 PD1129  HISTORY     - Date     Condition        Report By
 PD1129  HISTORY     - 1962     MONUMENTED       CGS
 PD1129
 PD1129                          STATION DESCRIPTION
 PD1129
 PD1129'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (WFD)
 PD1129'THIS IS A STANDARD REFERENCE MARK, UNSTAMPED, AND CEMENTED IN
 PD1129'DRILL HOLE IN OUTCROPPING BEDROCK, 232 FEET (70.7137 M) FROM
 PD1129'TRIANGULATION STATION DOY AND 280 DEG-43 MIN-38 SEC USING BEALS,
 PD1129'SO. CHURCH, SPIRE, AS INITIAL.  THE SOUTHEAST END OF DOYLE
 PD1129'ISLAND, ADDISON, MAINE WAS CLEAR OF TREES AND BRUSH IN 1962.  THE
 PD1129'MARK IS 100 FT WEST OF THE SHORELINE ON THE EAST OR HOPKINS GUT
 PD1129'SIDE AND 100 FT NORTHEAST OF THE NORTH END OF THE COVE JUST
 PD1129'WEST OF STATION DOY.
 PD1129'
 PD1129'A BOAT IS REQUIRED TO REACH THE SITE WHICH IS LOCATED AT THE
 PD1129'NORTHWEST END OF MOOSABEC REACH AND ABOUT ONE AND A THIRD MILES
 PD1129'WEST OF THE BRIDGE BETWEEN JONESPORT AND BEALS, MAINE.  AT
 PD1129'EXTREME LOW WATER IT IS POSSIBLE TO WADE ACROSS HOPKINS GUT FROM
 PD1129'WEST JONESPORT TO THE SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1496 ***********************************************************************
 OC1496  DESIGNATION -  DOYLE RESET
 OC1496  PID         -  OC1496
 OC1496  STATE/COUNTY-  ME/CUMBERLAND
 OC1496  USGS QUAD   -  YARMOUTH (1975)
 OC1496
 OC1496                         *CURRENT SURVEY CONTROL
 OC1496  ___________________________________________________________________
 OC1496* NAD 83(1996)-  43 45 01.20605(N)    070 08 27.09068(W)     ADJUSTED  
 OC1496* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 OC1496  ___________________________________________________________________
 OC1496  LAPLACE CORR-           3.58  (seconds)                    DEFLEC99
 OC1496  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 OC1496
 OC1496  HORZ ORDER  -  THIRD
 OC1496
 OC1496.The horizontal coordinates were established by classical geodetic methods
 OC1496.and adjusted by the National Geodetic Survey in March 1998..
 OC1496
 OC1496.The orthometric height was scaled from a topographic map.
 OC1496
 OC1496.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1496
 OC1496.The geoid height was determined by GEOID03.
 OC1496
 OC1496;                    North         East     Units Scale Factor Converg.
 OC1496;SPC ME W     -   101,874.371   902,078.564   MT  0.99996672   +0 01 04.2
 OC1496;UTM  19      - 4,844,776.109   408,149.728   MT  0.99970377   -0 47 20.3
 OC1496
 OC1496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1496!SPC ME W     -   1.00000412  x   0.99996672  =   0.99997084
 OC1496!UTM  19      -   1.00000412  x   0.99970377  =   0.99970789
 OC1496
 OC1496|---------------------------------------------------------------------|
 OC1496| PID    Reference Object                     Distance      Geod. Az  |
 OC1496|                                                           dddmmss.s |
 OC1496| CE7330 DOYLE RM 1                           19.494 METERS 00742     |
 OC1496| OC0180 LITTLEFIELD                         APPROX. 2.2 KM 1312040.3 |
 OC1496| CE7331 DOYLE RM 2                           27.678 METERS 22729     |
 OC1496|---------------------------------------------------------------------|
 OC1496
 OC1496                          SUPERSEDED SURVEY CONTROL
 OC1496
 OC1496  NAD 83(1992)-  43 45 01.20431(N)    070 08 27.09098(W) AD(       ) 3
 OC1496  NAD 83(1986)-  43 45 01.21041(N)    070 08 27.09629(W) AD(       ) 3
 OC1496  NAD 27      -  43 45 00.92100(N)    070 08 28.92500(W) AD(       ) 3
 OC1496
 OC1496.Superseded values are not recommended for survey control.
 OC1496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1496.See file dsdata.txt to determine how the superseded data were derived.
 OC1496
 OC1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0815044776(NAD 83)
 OC1496
 OC1496  HISTORY     - Date     Condition        Report By
 OC1496  HISTORY     - 1933     MONUMENTED       USE
 OC1496  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1496  HISTORY     - 1941     SEE DESCRIPTION  CGS
 OC1496  HISTORY     - 1957     SEE DESCRIPTION  USGS
 OC1496
 OC1496                          STATION DESCRIPTION
 OC1496
 OC1496'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1496'THIS STATION IS A PART OF THE U.S.E.D. FIRE CONTROL TRIANGULATION
 OC1496'OF PORTLAND HARBOR AND WAS FOUND AS DESCRIBED IN THEIR
 OC1496'RECORDS.  IT WAS MARKED BY A DRILL HOLE ON A LEDGE BELOW
 OC1496'HIGH-WATER LINE ON BOYLES POINT ON COUSINS ISLAND OPPOSITE
 OC1496'STATION BAR (U.S.E.) THE STATION IS ON A KNOLL OF ROCK COVERED
 OC1496'WITH SEA-WEED, 9 METERS SE FROM CLIFF.  IT IS ABOUT 190 METERS
 OC1496'BELOW THE WHARF AND IS 97 METERS SW OF A DRILL HOLE NEAR A SET
 OC1496'OF ROUGH STONE STEPS UP THE CLIFF.
 OC1496'
 OC1496'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 OC1496'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 OC1496'
 OC1496'REFERENCE MARK NO.1 IS N OF THE STATION, 2 METERS FROM THE
 OC1496'CLIFF, ON THE TOP EDGE OF A SLANTING LEDGE JUST BENEATH
 OC1496'HIGH-WATER LINE.
 OC1496'
 OC1496'REFERENCE MARK NO.2 IS SW OF THE STATION ON A KNOLL OF ROCK
 OC1496'ALSO UNDER HIGH-WATER LINE AND ABOUT 5 METERS FROM THE CLIFF.
 OC1496
 OC1496                          STATION RECOVERY (1941)
 OC1496
 OC1496'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FLP)
 OC1496'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED.  SEVERAL
 OC1496'INCHES OF SEAWEED COMPLETELY COVER THE ROCK LEDGE.  THE NAME
 OC1496'BOYLES POINT WAS RECOMMENDED CHANGED TO DOYLE POINT.
 OC1496
 OC1496                          STATION RECOVERY (1957)
 OC1496
 OC1496'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957 (LSH)
 OC1496'A THOROUGH SEARCH WAS MADE AND TABLET WAS NOT RECOVERED.
 OC1496'
 OC1496'ALTHOUGH WE DID NOT FIND THE TABLET IT IS BELIEVED THAT IT MUST
 OC1496'STILL BE THERE AS THERE IS NOTHING THERE WHICH WOULD BE APT TO
 OC1496'REMOVED IT.  THE ROCKS ARE COVERED WITH SEAWEED AND WITH NO
 OC1496'DEFINITE DESCRIPTION IT WOULD BE HARD TO RECOVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1573 ***********************************************************************
 OC1573  DESIGNATION -  DP 1 SULLIVAN 1941
 OC1573  PID         -  OC1573
 OC1573  STATE/COUNTY-  ME/CUMBERLAND
 OC1573  USGS QUAD   -  CAPE ELIZABETH (1975)
 OC1573
 OC1573                         *CURRENT SURVEY CONTROL
 OC1573  ___________________________________________________________________
 OC1573* NAD 83(1996)-  43 37 27.50885(N)    070 12 37.73064(W)     ADJUSTED  
 OC1573* NAVD 88     -        18.     (meters)      59.     (feet)  SCALED    
 OC1573  ___________________________________________________________________
 OC1573  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 OC1573  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 OC1573
 OC1573  HORZ ORDER  -  SECOND
 OC1573
 OC1573.The horizontal coordinates were established by classical geodetic methods
 OC1573.and adjusted by the National Geodetic Survey in March 1998..
 OC1573
 OC1573.The orthometric height was scaled from a topographic map.
 OC1573
 OC1573.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1573
 OC1573.The geoid height was determined by GEOID03.
 OC1573
 OC1573;                    North         East     Units Scale Factor Converg.
 OC1573;SPC ME W     -    87,873.074   896,463.860   MT  0.99996682   -0 01 48.8
 OC1573;UTM  19      - 4,830,858.736   402,340.138   MT  0.99971731   -0 50 06.8
 OC1573
 OC1573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1573!SPC ME W     -   1.00000130  x   0.99996682  =   0.99996812
 OC1573!UTM  19      -   1.00000130  x   0.99971731  =   0.99971861
 OC1573
 OC1573                          SUPERSEDED SURVEY CONTROL
 OC1573
 OC1573  NAD 83(1992)-  43 37 27.50706(N)    070 12 37.73161(W) AD(       ) 2
 OC1573  NAD 83(1986)-  43 37 27.51307(N)    070 12 37.73715(W) AD(       ) 2
 OC1573  NAD 27      -  43 37 27.20500(N)    070 12 39.58400(W) AD(       ) 2
 OC1573
 OC1573.Superseded values are not recommended for survey control.
 OC1573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1573.See file dsdata.txt to determine how the superseded data were derived.
 OC1573
 OC1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0234030859(NAD 83)
 OC1573
 OC1573  HISTORY     - Date     Condition        Report By
 OC1573  HISTORY     - 1941     MONUMENTED       CGS
 OC1573
 OC1573                          STATION DESCRIPTION
 OC1573
 OC1573'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1573'STATION IS LOCATED AT FORT WILLIAMS, AT BATTERY SULLIVAN.  IT
 OC1573'IS A STANDARD STATION DISK, STAMPED DP 1 SULLIVAN 1941 AND SET IN A
 OC1573'SQUARE BLOCK OF CONCRETE PROJECTING ABOUT 3 IN. ABOVE GROUND.
 OC1573'
 OC1573'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1574 ***********************************************************************
 OC1574  DESIGNATION -  DP 1 SULLIVAN OFFSET 1941
 OC1574  PID         -  OC1574
 OC1574  STATE/COUNTY-  ME/CUMBERLAND
 OC1574  USGS QUAD   -  CAPE ELIZABETH (1975)
 OC1574
 OC1574                         *CURRENT SURVEY CONTROL
 OC1574  ___________________________________________________________________
 OC1574* NAD 83(1996)-  43 37 27.46846(N)    070 12 37.88834(W)     ADJUSTED  
 OC1574* NAVD 88     -        18.     (meters)      59.     (feet)  SCALED    
 OC1574  ___________________________________________________________________
 OC1574  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 OC1574  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 OC1574
 OC1574  HORZ ORDER  -  SECOND
 OC1574
 OC1574.The horizontal coordinates were established by classical geodetic methods
 OC1574.and adjusted by the National Geodetic Survey in March 1998..
 OC1574
 OC1574.The orthometric height was scaled from a topographic map.
 OC1574
 OC1574.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1574
 OC1574.The geoid height was determined by GEOID03.
 OC1574
 OC1574;                    North         East     Units Scale Factor Converg.
 OC1574;SPC ME W     -    87,871.829   896,460.324   MT  0.99996682   -0 01 48.9
 OC1574;UTM  19      - 4,830,857.541   402,336.585   MT  0.99971732   -0 50 06.9
 OC1574
 OC1574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1574!SPC ME W     -   1.00000130  x   0.99996682  =   0.99996812
 OC1574!UTM  19      -   1.00000130  x   0.99971732  =   0.99971862
 OC1574
 OC1574                          SUPERSEDED SURVEY CONTROL
 OC1574
 OC1574  NAD 83(1992)-  43 37 27.46667(N)    070 12 37.88931(W) AD(       ) 2
 OC1574  NAD 83(1986)-  43 37 27.47268(N)    070 12 37.89486(W) AD(       ) 2
 OC1574  NAD 27      -  43 37 27.16500(N)    070 12 39.74200(W) AD(       ) 2
 OC1574
 OC1574.Superseded values are not recommended for survey control.
 OC1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1574.See file dsdata.txt to determine how the superseded data were derived.
 OC1574
 OC1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0233730858(NAD 83)
 OC1574_MARKER: W = UNMONUMENTED
 OC1574_SETTING: 0 = UNSPECIFIED SETTING
 OC1574
 OC1574  HISTORY     - Date     Condition        Report By
 OC1574  HISTORY     - 1941     MONUMENTED       CGS
 OC1574
 OC1574                          STATION DESCRIPTION
 OC1574
 OC1574'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 OC1574'SEE STATION WILLIAMS USE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1604 ***********************************************************************
 OC1604  DESIGNATION -  DP 2 SULLIVAN 1941
 OC1604  PID         -  OC1604
 OC1604  STATE/COUNTY-  ME/CUMBERLAND
 OC1604  USGS QUAD   -  CAPE ELIZABETH (1975)
 OC1604
 OC1604                         *CURRENT SURVEY CONTROL
 OC1604  ___________________________________________________________________
 OC1604* NAD 83(1996)-  43 37 28.72321(N)    070 12 38.13314(W)     ADJUSTED  
 OC1604* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 OC1604  ___________________________________________________________________
 OC1604  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 OC1604  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 OC1604
 OC1604  HORZ ORDER  -  SECOND
 OC1604
 OC1604.The horizontal coordinates were established by classical geodetic methods
 OC1604.and adjusted by the National Geodetic Survey in March 1998..
 OC1604
 OC1604.The orthometric height was scaled from a topographic map.
 OC1604
 OC1604.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1604
 OC1604.The geoid height was determined by GEOID03.
 OC1604
 OC1604;                    North         East     Units Scale Factor Converg.
 OC1604;SPC ME W     -    87,910.555   896,454.856   MT  0.99996682   -0 01 49.1
 OC1604;UTM  19      - 4,830,896.331   402,331.664   MT  0.99971733   -0 50 07.0
 OC1604
 OC1604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1604!SPC ME W     -   1.00000177  x   0.99996682  =   0.99996859
 OC1604!UTM  19      -   1.00000177  x   0.99971733  =   0.99971910
 OC1604
 OC1604                          SUPERSEDED SURVEY CONTROL
 OC1604
 OC1604  NAD 83(1992)-  43 37 28.72143(N)    070 12 38.13411(W) AD(       ) 2
 OC1604  NAD 83(1986)-  43 37 28.72743(N)    070 12 38.13965(W) AD(       ) 2
 OC1604  NAD 27      -  43 37 28.41900(N)    070 12 39.98700(W) AD(       ) 2
 OC1604
 OC1604.Superseded values are not recommended for survey control.
 OC1604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1604.See file dsdata.txt to determine how the superseded data were derived.
 OC1604
 OC1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0233230896(NAD 83)
 OC1604
 OC1604  HISTORY     - Date     Condition        Report By
 OC1604  HISTORY     - 1941     MONUMENTED       CGS
 OC1604
 OC1604                          STATION DESCRIPTION
 OC1604
 OC1604'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1604'STATION IS LOCATED AT FORT WILLIAMS, AT BATTERY SULLIVAN.  IT IS
 OC1604'A STANDARD TRAVERSE-STATION DISK, STAMPED DP 2 SULLIVAN 1941 AND
 OC1604'SET FLUSH IN THE CONCRETE PARAPET.
 OC1604'
 OC1604'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1778 ***********************************************************************
 OC1778  DESIGNATION -  DP ABBOTT 1941
 OC1778  PID         -  OC1778
 OC1778  STATE/COUNTY-  ME/CUMBERLAND
 OC1778  USGS QUAD   -  PORTLAND EAST (1975)
 OC1778
 OC1778                         *CURRENT SURVEY CONTROL
 OC1778  ___________________________________________________________________
 OC1778* NAD 83(1996)-  43 41 27.96225(N)    070 11 12.16550(W)     ADJUSTED  
 OC1778* NAVD 88     -        18.     (meters)      59.     (feet)  SCALED    
 OC1778  ___________________________________________________________________
 OC1778  LAPLACE CORR-           3.57  (seconds)                    DEFLEC99
 OC1778  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 OC1778
 OC1778  HORZ ORDER  -  SECOND
 OC1778
 OC1778.The horizontal coordinates were established by classical geodetic methods
 OC1778.and adjusted by the National Geodetic Survey in March 1998..
 OC1778
 OC1778.The orthometric height was scaled from a topographic map.
 OC1778
 OC1778.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1778
 OC1778.The geoid height was determined by GEOID03.
 OC1778
 OC1778;                    North         East     Units Scale Factor Converg.
 OC1778;SPC ME W     -    95,293.119   898,383.925   MT  0.99996670   -0 00 49.8
 OC1778;UTM  19      - 4,838,249.195   404,363.811   MT  0.99971250   -0 49 11.3
 OC1778
 OC1778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1778!SPC ME W     -   1.00000130  x   0.99996670  =   0.99996800
 OC1778!UTM  19      -   1.00000130  x   0.99971250  =   0.99971380
 OC1778
 OC1778                          SUPERSEDED SURVEY CONTROL
 OC1778
 OC1778  NAD 83(1992)-  43 41 27.96052(N)    070 11 12.16616(W) AD(       ) 2
 OC1778  NAD 83(1986)-  43 41 27.96658(N)    070 11 12.17163(W) AD(       ) 2
 OC1778  NAD 27      -  43 41 27.67700(N)    070 11 13.99600(W) AD(       ) 2
 OC1778
 OC1778.Superseded values are not recommended for survey control.
 OC1778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1778.See file dsdata.txt to determine how the superseded data were derived.
 OC1778
 OC1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0436438249(NAD 83)
 OC1778_MARKER: Z = SEE DESCRIPTION
 OC1778_SETTING: 0 = UNSPECIFIED SETTING
 OC1778_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC1778
 OC1778  HISTORY     - Date     Condition        Report By
 OC1778  HISTORY     - 1941     MONUMENTED       CGS
 OC1778
 OC1778                          STATION DESCRIPTION
 OC1778
 OC1778'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1778'STATION IS LOCATED AT FORT LYONS, COW ISLAND, BATTERY ABBOTT.  IT IS
 OC1778'A STANDARD TRAVERSE-STATION DISK, STAMPED DP ABBOTT 1941 AND SET
 OC1778'FLUSH IN THE CONCRETE ON THE TOP OF THE BATTERY.
 OC1778'
 OC1778'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1667 ***********************************************************************
 OC1667  DESIGNATION -  DP BERRY 1941
 OC1667  PID         -  OC1667
 OC1667  STATE/COUNTY-  ME/CUMBERLAND
 OC1667  USGS QUAD   -  PORTLAND EAST (1975)
 OC1667
 OC1667                         *CURRENT SURVEY CONTROL
 OC1667  ___________________________________________________________________
 OC1667* NAD 83(1996)-  43 41 15.95705(N)    070 11 31.40657(W)     ADJUSTED  
 OC1667* NAVD 88     -        20.     (meters)      66.     (feet)  SCALED    
 OC1667  ___________________________________________________________________
 OC1667  LAPLACE CORR-           3.62  (seconds)                    DEFLEC99
 OC1667  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 OC1667
 OC1667  HORZ ORDER  -  SECOND
 OC1667
 OC1667.The horizontal coordinates were established by classical geodetic methods
 OC1667.and adjusted by the National Geodetic Survey in March 1998..
 OC1667
 OC1667.The orthometric height was scaled from a topographic map.
 OC1667
 OC1667.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1667
 OC1667.The geoid height was determined by GEOID03.
 OC1667
 OC1667;                    North         East     Units Scale Factor Converg.
 OC1667;SPC ME W     -    94,922.735   897,952.926   MT  0.99996672   -0 01 03.1
 OC1667;UTM  19      - 4,837,885.002   403,927.757   MT  0.99971353   -0 49 24.4
 OC1667
 OC1667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1667!SPC ME W     -   1.00000099  x   0.99996672  =   0.99996771
 OC1667!UTM  19      -   1.00000099  x   0.99971353  =   0.99971452
 OC1667
 OC1667                          SUPERSEDED SURVEY CONTROL
 OC1667
 OC1667  NAD 83(1992)-  43 41 15.95532(N)    070 11 31.40725(W) AD(       ) 2
 OC1667  NAD 83(1986)-  43 41 15.96138(N)    070 11 31.41274(W) AD(       ) 2
 OC1667  NAD 27      -  43 41 15.67100(N)    070 11 33.23800(W) AD(       ) 2
 OC1667
 OC1667.Superseded values are not recommended for survey control.
 OC1667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1667.See file dsdata.txt to determine how the superseded data were derived.
 OC1667
 OC1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0392837885(NAD 83)
 OC1667_MARKER: Z = SEE DESCRIPTION
 OC1667_SETTING: 0 = UNSPECIFIED SETTING
 OC1667_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC1667
 OC1667  HISTORY     - Date     Condition        Report By
 OC1667  HISTORY     - 1941     MONUMENTED       CGS
 OC1667
 OC1667                          STATION DESCRIPTION
 OC1667
 OC1667'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1667'STATION IS LOCATED ON THE N FORK OF FORT MCINLEY, AT BATTERY
 OC1667'BERRY.  IT IS A STANDARD TRAVERSE-STATION DISK, STAMPED DP
 OC1667'BERRY 1941 AND SET FLUSH IN THE CONCRETE PARAPET.  IT IS ABOUT
 OC1667'34 FT. SW OF THE NE EDGE OF THE PARAPET, 56 FT. NE OF THE SW
 OC1667'EDGE OF THE CONCRETE PARAPET.
 OC1667'
 OC1667'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1570 ***********************************************************************
 OC1570  DESIGNATION -  DP BLAIR 1941
 OC1570  PID         -  OC1570
 OC1570  STATE/COUNTY-  ME/CUMBERLAND
 OC1570  USGS QUAD   -  CAPE ELIZABETH (1975)
 OC1570
 OC1570                         *CURRENT SURVEY CONTROL
 OC1570  ___________________________________________________________________
 OC1570* NAD 83(1996)-  43 37 20.12117(N)    070 12 35.70957(W)     ADJUSTED  
 OC1570* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 OC1570  ___________________________________________________________________
 OC1570  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 OC1570  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 OC1570
 OC1570  HORZ ORDER  -  SECOND
 OC1570
 OC1570.The horizontal coordinates were established by classical geodetic methods
 OC1570.and adjusted by the National Geodetic Survey in March 1998..
 OC1570
 OC1570.The orthometric height was scaled from a topographic map.
 OC1570
 OC1570.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1570
 OC1570.The geoid height was determined by GEOID03.
 OC1570
 OC1570;                    North         East     Units Scale Factor Converg.
 OC1570;SPC ME W     -    87,645.055   896,509.051   MT  0.99996682   -0 01 47.4
 OC1570;UTM  19      - 4,830,630.162   402,382.111   MT  0.99971721   -0 50 05.2
 OC1570
 OC1570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1570!SPC ME W     -   1.00000271  x   0.99996682  =   0.99996953
 OC1570!UTM  19      -   1.00000271  x   0.99971721  =   0.99971992
 OC1570
 OC1570                          SUPERSEDED SURVEY CONTROL
 OC1570
 OC1570  NAD 83(1992)-  43 37 20.11938(N)    070 12 35.71055(W) AD(       ) 2
 OC1570  NAD 83(1986)-  43 37 20.12565(N)    070 12 35.71607(W) AD(       ) 2
 OC1570  NAD 27      -  43 37 19.81800(N)    070 12 37.56400(W) AD(       ) 2
 OC1570
 OC1570.Superseded values are not recommended for survey control.
 OC1570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1570.See file dsdata.txt to determine how the superseded data were derived.
 OC1570
 OC1570_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0238230630(NAD 83)
 OC1570_MARKER: Z = SEE DESCRIPTION
 OC1570_SETTING: 0 = UNSPECIFIED SETTING
 OC1570_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC1570
 OC1570  HISTORY     - Date     Condition        Report By
 OC1570  HISTORY     - 1941     MONUMENTED       CGS
 OC1570  HISTORY     - 1984     GOOD             DMA
 OC1570  HISTORY     - 19910620 GOOD             USPSQD
 OC1570  HISTORY     - 20041024 POOR             GEOCAC
 OC1570
 OC1570                          STATION DESCRIPTION
 OC1570
 OC1570'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1570'STATION IS LOCATED AT FORT WILLIAMS, AT BATTERY BLAIR.  IT IS
 OC1570'A STANDARD TRAVERSE-STATION DISK, STAMPED DP BLAIR 1941 AND
 OC1570'SET FLUSH IN THE CONCRETE PARAPET.
 OC1570'
 OC1570'THIS IS A TRAVERSE STATION.
 OC1570
 OC1570                          STATION RECOVERY (1984)
 OC1570
 OC1570'RECOVERY NOTE BY DEFENSE MAP AGENCY 1984 (CTG)
 OC1570'DP BLAIR 1941 FOUND GOOD.
 OC1570
 OC1570                          STATION RECOVERY (1991)
 OC1570
 OC1570'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OC1570'RECOVERED IN GOOD CONDITION.
 OC1570
 OC1570                          STATION RECOVERY (2004)
 OC1570
 OC1570'RECOVERY NOTE BY GEOCACHING 2004 (CEA)
 OC1570'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1730 ***********************************************************************
 OC1730  DESIGNATION -  DP CHASE 1941
 OC1730  PID         -  OC1730
 OC1730  STATE/COUNTY-  ME/CUMBERLAND
 OC1730  USGS QUAD   -  PORTLAND EAST (1975)
 OC1730
 OC1730                         *CURRENT SURVEY CONTROL
 OC1730  ___________________________________________________________________
 OC1730* NAD 83(1996)-  43 38 49.40688(N)    070 13 44.09121(W)     ADJUSTED  
 OC1730* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 OC1730  ___________________________________________________________________
 OC1730  LAPLACE CORR-           3.23  (seconds)                    DEFLEC99
 OC1730  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 OC1730
 OC1730  HORZ ORDER  -  SECOND
 OC1730
 OC1730.The horizontal coordinates were established by classical geodetic methods
 OC1730.and adjusted by the National Geodetic Survey in March 1998..
 OC1730
 OC1730.The orthometric height was scaled from a topographic map.
 OC1730
 OC1730.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1730
 OC1730.The geoid height was determined by GEOID03.
 OC1730
 OC1730;                    North         East     Units Scale Factor Converg.
 OC1730;SPC ME W     -    90,401.520   894,978.027   MT  0.99996698   -0 02 34.7
 OC1730;UTM  19      - 4,833,407.180   400,890.341   MT  0.99972082   -0 50 53.8
 OC1730
 OC1730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1730!SPC ME W     -   1.00000177  x   0.99996698  =   0.99996875
 OC1730!UTM  19      -   1.00000177  x   0.99972082  =   0.99972259
 OC1730
 OC1730                          SUPERSEDED SURVEY CONTROL
 OC1730
 OC1730  NAD 83(1992)-  43 38 49.40517(N)    070 13 44.09209(W) AD(       ) 2
 OC1730  NAD 83(1986)-  43 38 49.41125(N)    070 13 44.09758(W) AD(       ) 2
 OC1730  NAD 27      -  43 38 49.11400(N)    070 13 45.94400(W) AD(       ) 2
 OC1730
 OC1730.Superseded values are not recommended for survey control.
 OC1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1730.See file dsdata.txt to determine how the superseded data were derived.
 OC1730
 OC1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0089033407(NAD 83)
 OC1730_MARKER: Z = SEE DESCRIPTION
 OC1730_SETTING: 0 = UNSPECIFIED SETTING
 OC1730_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC1730
 OC1730  HISTORY     - Date     Condition        Report By
 OC1730  HISTORY     - 1941     MONUMENTED       CGS
 OC1730
 OC1730                          STATION DESCRIPTION
 OC1730
 OC1730'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1730'STATION IS LOCATED AT FORT PREBLE, ON A GRASSY MOUND, MIDWAY
 OC1730'BETWEEN PITS A AND B BATTERY CHASE.  IT IS ABOUT 5 FT. S OF
 OC1730'THE CONCRETE STEPS LEADING FROM THE PITS TO THE TOP OF THE
 OC1730'BATTERY.  IT IS A STANDARD DISK, STAMPED DP CHASE 1941 AND SET
 OC1730'IN A SQUARE BLOCK OF CONCRETE FLUSH WITH THE GROUND.
 OC1730'
 OC1730'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1723 ***********************************************************************
 OC1723  DESIGNATION -  DP CHASE OFFSET 1941
 OC1723  PID         -  OC1723
 OC1723  STATE/COUNTY-  ME/CUMBERLAND
 OC1723  USGS QUAD   -  PORTLAND EAST (1975)
 OC1723
 OC1723                         *CURRENT SURVEY CONTROL
 OC1723  ___________________________________________________________________
 OC1723* NAD 83(1996)-  43 38 48.64672(N)    070 13 41.14522(W)     ADJUSTED  
 OC1723* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 OC1723  ___________________________________________________________________
 OC1723  LAPLACE CORR-           3.23  (seconds)                    DEFLEC99
 OC1723  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 OC1723
 OC1723  HORZ ORDER  -  SECOND
 OC1723
 OC1723.The horizontal coordinates were established by classical geodetic methods
 OC1723.and adjusted by the National Geodetic Survey in March 1998..
 OC1723
 OC1723.The orthometric height was scaled from a topographic map.
 OC1723
 OC1723.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1723
 OC1723.The geoid height was determined by GEOID03.
 OC1723
 OC1723;                    North         East     Units Scale Factor Converg.
 OC1723;SPC ME W     -    90,378.011   895,044.030   MT  0.99996697   -0 02 32.6
 OC1723;UTM  19      - 4,833,382.752   400,955.991   MT  0.99972066   -0 50 51.8
 OC1723
 OC1723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1723!SPC ME W     -   1.00000271  x   0.99996697  =   0.99996968
 OC1723!UTM  19      -   1.00000271  x   0.99972066  =   0.99972337
 OC1723
 OC1723|---------------------------------------------------------------------|
 OC1723| PID    Reference Object                     Distance      Geod. Az  |
 OC1723|                                                           dddmmss.s |
 OC1723| OC1752 DP KEARNEY OFFSET 1941               44.078 METERS 03750     |
 OC1723| OC1739 C 1 OFFSET 1941                     130.029 METERS 03750     |
 OC1723| OC0143 PREBLE 162                          343.251 METERS 03750     |
 OC1723| OC1730 DP CHASE 1941                        70.067 METERS 28934     |
 OC1723|---------------------------------------------------------------------|
 OC1723
 OC1723                          SUPERSEDED SURVEY CONTROL
 OC1723
 OC1723  NAD 83(1992)-  43 38 48.64501(N)    070 13 41.14610(W) AD(       ) 2
 OC1723  NAD 83(1986)-  43 38 48.65110(N)    070 13 41.15161(W) AD(       ) 2
 OC1723  NAD 27      -  43 38 48.35400(N)    070 13 42.99800(W) AD(       ) 2
 OC1723
 OC1723.Superseded values are not recommended for survey control.
 OC1723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1723.See file dsdata.txt to determine how the superseded data were derived.
 OC1723
 OC1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0095633383(NAD 83)
 OC1723_MARKER: W = UNMONUMENTED
 OC1723_SETTING: 0 = UNSPECIFIED SETTING
 OC1723
 OC1723  HISTORY     - Date     Condition        Report By
 OC1723  HISTORY     - 1941     MONUMENTED       CGS
 OC1723
 OC1723                          STATION DESCRIPTION
 OC1723
 OC1723'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 OC1723'SEE STATION DP KEARNEY OFFS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1571 ***********************************************************************
 OC1571  DESIGNATION -  DP DEHART 1941
 OC1571  PID         -  OC1571
 OC1571  STATE/COUNTY-  ME/CUMBERLAND
 OC1571  USGS QUAD   -  CAPE ELIZABETH (1975)
 OC1571
 OC1571                         *CURRENT SURVEY CONTROL
 OC1571  ___________________________________________________________________
 OC1571* NAD 83(1996)-  43 37 24.44780(N)    070 12 35.01927(W)     ADJUSTED  
 OC1571* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 OC1571  ___________________________________________________________________
 OC1571  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 OC1571  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 OC1571
 OC1571  HORZ ORDER  -  SECOND
 OC1571
 OC1571.The horizontal coordinates were established by classical geodetic methods
 OC1571.and adjusted by the National Geodetic Survey in March 1998..
 OC1571
 OC1571.The orthometric height was scaled from a topographic map.
 OC1571
 OC1571.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1571
 OC1571.The geoid height was determined by GEOID03.
 OC1571
 OC1571;                    North         East     Units Scale Factor Converg.
 OC1571;SPC ME W     -    87,778.573   896,524.597   MT  0.99996682   -0 01 47.0
 OC1571;UTM  19      - 4,830,763.415   402,399.526   MT  0.99971717   -0 50 04.8
 OC1571
 OC1571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1571!SPC ME W     -   1.00000224  x   0.99996682  =   0.99996906
 OC1571!UTM  19      -   1.00000224  x   0.99971717  =   0.99971941
 OC1571
 OC1571                          SUPERSEDED SURVEY CONTROL
 OC1571
 OC1571  NAD 83(1992)-  43 37 24.44601(N)    070 12 35.02024(W) AD(       ) 2
 OC1571  NAD 83(1986)-  43 37 24.45213(N)    070 12 35.02590(W) AD(       ) 2
 OC1571  NAD 27      -  43 37 24.14500(N)    070 12 36.87300(W) AD(       ) 2
 OC1571
 OC1571.Superseded values are not recommended for survey control.
 OC1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1571.See file dsdata.txt to determine how the superseded data were derived.
 OC1571
 OC1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0240030763(NAD 83)
 OC1571_MARKER: Z = SEE DESCRIPTION
 OC1571_SETTING: 0 = UNSPECIFIED SETTING
 OC1571_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC1571
 OC1571  HISTORY     - Date     Condition        Report By
 OC1571  HISTORY     - 1941     MONUMENTED       CGS
 OC1571  HISTORY     - 1984     GOOD             DMA
 OC1571  HISTORY     - 19910620 POOR             USPSQD
 OC1571  HISTORY     - 20041024 POOR             GEOCAC
 OC1571
 OC1571                          STATION DESCRIPTION
 OC1571
 OC1571'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1571'STATION IS LOCATED AT FORT WILLIAMS, AT BATTERY DE HART.  IT IS
 OC1571'A STANDARD TRAVERSE-STATION DISK, STAMPED DP DEHART 1941 AND
 OC1571'SET FLUSH IN THE CONCRETE PARAPET.
 OC1571'
 OC1571'THIS IS A TRAVERSE STATION.
 OC1571
 OC1571                          STATION RECOVERY (1984)
 OC1571
 OC1571'RECOVERY NOTE BY DEFENSE MAP AGENCY 1984 (CTG)
 OC1571'DP HART 1941 RECOVERED (TOP OF MARK SCRATCHED).
 OC1571
 OC1571                          STATION RECOVERY (1991)
 OC1571
 OC1571'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OC1571'MARK RECOVERED IN POOR CONDITION.
 OC1571
 OC1571                          STATION RECOVERY (2004)
 OC1571
 OC1571'RECOVERY NOTE BY GEOCACHING 2004 (CEA)
 OC1571'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1561 ***********************************************************************
 OC1561  DESIGNATION -  DP DEHART OFFSET 1941
 OC1561  PID         -  OC1561
 OC1561  STATE/COUNTY-  ME/CUMBERLAND
 OC1561  USGS QUAD   -  CAPE ELIZABETH (1975)
 OC1561
 OC1561                         *CURRENT SURVEY CONTROL
 OC1561  ___________________________________________________________________
 OC1561* NAD 83(1996)-  43 37 24.07868(N)    070 12 36.77730(W)     ADJUSTED  
 OC1561* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 OC1561  ___________________________________________________________________
 OC1561  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 OC1561  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 OC1561
 OC1561  HORZ ORDER  -  SECOND
 OC1561
 OC1561.The horizontal coordinates were established by classical geodetic methods
 OC1561.and adjusted by the National Geodetic Survey in March 1998..
 OC1561
 OC1561.The orthometric height was scaled from a topographic map.
 OC1561
 OC1561.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1561
 OC1561.The geoid height was determined by GEOID03.
 OC1561
 OC1561;                    North         East     Units Scale Factor Converg.
 OC1561;SPC ME W     -    87,767.202   896,485.177   MT  0.99996682   -0 01 48.2
 OC1561;UTM  19      - 4,830,752.602   402,359.961   MT  0.99971726   -0 50 06.0
 OC1561
 OC1561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1561!SPC ME W     -   1.00000224  x   0.99996682  =   0.99996906
 OC1561!UTM  19      -   1.00000224  x   0.99971726  =   0.99971950
 OC1561
 OC1561                          SUPERSEDED SURVEY CONTROL
 OC1561
 OC1561  NAD 83(1992)-  43 37 24.07689(N)    070 12 36.77827(W) AD(       ) 2
 OC1561  NAD 83(1986)-  43 37 24.08301(N)    070 12 36.78384(W) AD(       ) 2
 OC1561  NAD 27      -  43 37 23.77600(N)    070 12 38.63100(W) AD(       ) 2
 OC1561
 OC1561.Superseded values are not recommended for survey control.
 OC1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1561.See file dsdata.txt to determine how the superseded data were derived.
 OC1561
 OC1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0236030753(NAD 83)
 OC1561_MARKER: W = UNMONUMENTED
 OC1561_SETTING: 0 = UNSPECIFIED SETTING
 OC1561
 OC1561  HISTORY     - Date     Condition        Report By
 OC1561  HISTORY     - 1941     MONUMENTED       CGS
 OC1561
 OC1561                          STATION DESCRIPTION
 OC1561
 OC1561'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 OC1561'SEE STATION WILLIAMS USE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0200 ***********************************************************************
 OC0200  DESIGNATION -  DP HONEYCUTT
 OC0200  PID         -  OC0200
 OC0200  STATE/COUNTY-  ME/CUMBERLAND
 OC0200  USGS QUAD   -  PORTLAND EAST (1975)
 OC0200
 OC0200                         *CURRENT SURVEY CONTROL
 OC0200  ___________________________________________________________________
 OC0200* NAD 83(1996)-  43 40 59.93614(N)    070 11 20.52443(W)     ADJUSTED  
 OC0200* LOCAL TIDAL -        16.255  (meters)      53.33   (feet)  ADJ UNCH  
 OC0200  ___________________________________________________________________
 OC0200  LAPLACE CORR-           3.51  (seconds)                    DEFLEC99
 OC0200  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 OC0200
 OC0200  HORZ ORDER  -  SECOND
 OC0200  VERT ORDER  -  SECOND    CLASS 0
 OC0200
 OC0200.The horizontal coordinates were established by classical geodetic methods
 OC0200.and adjusted by the National Geodetic Survey in March 1998..
 OC0200
 OC0200.The orthometric height was key entered from printed documents
 OC0200.and not key verified.
 OC0200
 OC0200.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC0200
 OC0200.The geoid height was determined by GEOID03.
 OC0200
 OC0200;                    North         East     Units Scale Factor Converg.
 OC0200;SPC ME W     -    94,428.231   898,196.501   MT  0.99996671   -0 00 55.6
 OC0200;UTM  19      - 4,837,387.247   404,164.292   MT  0.99971297   -0 49 16.7
 OC0200
 OC0200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC0200!SPC ME W     -   1.00000154  x   0.99996671  =   0.99996825
 OC0200!UTM  19      -   1.00000154  x   0.99971297  =   0.99971451
 OC0200
 OC0200                          SUPERSEDED SURVEY CONTROL
 OC0200
 OC0200  NAD 83(1992)-  43 40 59.93439(N)    070 11 20.52512(W) AD(       ) 2
 OC0200  NAD 83(1986)-  43 40 59.94047(N)    070 11 20.53061(W) AD(       ) 2
 OC0200  NAD 27      -  43 40 59.64600(N)    070 11 22.35700(W) AD(       ) 2
 OC0200
 OC0200.Superseded values are not recommended for survey control.
 OC0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0200.See file dsdata.txt to determine how the superseded data were derived.
 OC0200
 OC0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0416437387(NAD 83)
 OC0200_MARKER: DB = BENCH MARK DISK
 OC0200_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC0200_SP_SET: CONCRETE ROOF
 OC0200_STAMPING: DP HONEYCUTT 1941
 OC0200_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC0200
 OC0200  HISTORY     - Date     Condition        Report By
 OC0200  HISTORY     - 1941     MONUMENTED       CGS
 OC0200  HISTORY     - 1943     GOOD             NGS
 OC0200  HISTORY     - 1971     SEE DESCRIPTION  NGS
 OC0200
 OC0200                          STATION DESCRIPTION
 OC0200
 OC0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC0200'STATION IS LOCATED ON THE S FORK OF FORT MC KINLEY, AT BATTERY
 OC0200'HONEYCUTT.  IT IS A STANDARD TRAVERSE-STATION DISK, STAMPED
 OC0200'DP HONEYCUTT 1941 AND SET FLUSH IN THE CONCRETE PARAPET.  IT IS
 OC0200'31 FT. E OF THE W EDGE OF THE BATTERY, AND 5 FT. W OF THE E EDGE
 OC0200'OF THE BATTERY.
 OC0200'
 OC0200'THIS IS A TRAVERSE STATION.
 OC0200
 OC0200                          STATION RECOVERY (1943)
 OC0200
 OC0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 OC0200'4 MI NE FROM PORTLAND.
 OC0200'4.0 MILES NORTHEAST (BY BOAT) OF THE DOCKS AT PORTLAND,
 OC0200'CUMBERLAND COUNTY, 108 FEET SOUTH OF TRIANGULATION STATION
 OC0200'HONEYCUTT DESCRIBED BELOW, ON GREAT DIAMOND ISLAND, ON THE SOUTH
 OC0200'FORK OF DIAMOND COVE, AT BATTERY HONEYCUTT, 60 FEET SOUTH OF
 OC0200'THE CENTER OF GUN 2, 59 FEET NORTH OF THE CENTER OF GUN 1, IN
 OC0200'THE CONCRETE ROOF OF THE BATTERY, 31 FEET EAST OF THE WEST EDGE,
 OC0200'AND 5 FEET WEST OF THE EAST EDGE OF THE BATTERY.
 OC0200
 OC0200                          STATION RECOVERY (1971)
 OC0200
 OC0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (DWW)
 OC0200'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0204 ***********************************************************************
 OC0204  DESIGNATION -  DP INGALLS
 OC0204  PID         -  OC0204
 OC0204  STATE/COUNTY-  ME/CUMBERLAND
 OC0204  USGS QUAD   -  PORTLAND EAST (1975)
 OC0204
 OC0204                         *CURRENT SURVEY CONTROL
 OC0204  ___________________________________________________________________
 OC0204* NAD 83(1996)-  43 41 07.77860(N)    070 11 34.89761(W)     ADJUSTED  
 OC0204* LOCAL TIDAL -        22.406  (meters)      73.51   (feet)  ADJ UNCH  
 OC0204  ___________________________________________________________________
 OC0204  LAPLACE CORR-           3.61  (seconds)                    DEFLEC99
 OC0204  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 OC0204
 OC0204  HORZ ORDER  -  SECOND
 OC0204  VERT ORDER  -  SECOND    CLASS 0
 OC0204
 OC0204.The horizontal coordinates were established by classical geodetic methods
 OC0204.and adjusted by the National Geodetic Survey in March 1998..
 OC0204
 OC0204.The orthometric height was key entered from printed documents
 OC0204.and not key verified.
 OC0204
 OC0204.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC0204
 OC0204.The geoid height was determined by GEOID03.
 OC0204
 OC0204;                    North         East     Units Scale Factor Converg.
 OC0204;SPC ME W     -    94,670.358   897,874.663   MT  0.99996672   -0 01 05.5
 OC0204;UTM  19      - 4,837,633.814   403,845.972   MT  0.99971372   -0 49 26.7
 OC0204
 OC0204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC0204!SPC ME W     -   1.00000058  x   0.99996672  =   0.99996730
 OC0204!UTM  19      -   1.00000058  x   0.99971372  =   0.99971430
 OC0204
 OC0204                          SUPERSEDED SURVEY CONTROL
 OC0204
 OC0204  NAD 83(1992)-  43 41 07.77687(N)    070 11 34.89830(W) AD(       ) 2
 OC0204  NAD 83(1986)-  43 41 07.78295(N)    070 11 34.90377(W) AD(       ) 2
 OC0204  NAD 27      -  43 41 07.49100(N)    070 11 36.73000(W) AD(       ) 2
 OC0204
 OC0204.Superseded values are not recommended for survey control.
 OC0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0204.See file dsdata.txt to determine how the superseded data were derived.
 OC0204
 OC0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0384637634(NAD 83)
 OC0204_MARKER: DB = BENCH MARK DISK
 OC0204_SETTING: 0 = UNSPECIFIED SETTING
 OC0204_STAMPING: DP INGALLS 1941
 OC0204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC0204
 OC0204  HISTORY     - Date     Condition        Report By
 OC0204  HISTORY     - 1941     MONUMENTED       CGS
 OC0204  HISTORY     - 1943     GOOD             NGS
 OC0204  HISTORY     - 1971     SEE DESCRIPTION  NGS
 OC0204
 OC0204                          STATION DESCRIPTION
 OC0204
 OC0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC0204'STATION IS LOCATED ON THE N FORK OF FORT MC KINLEY, AT BATTERY
 OC0204'INGALLS.  IT IS SET ON A HIGH GRASSY MOUND, MIDWAY BETWEEN
 OC0204'PITS A AND B, BATTERY INGALLS, 43 FT. NE OF THE NE EDGE OF PIT
 OC0204'A, AND 43 FT. SW OF THE SW EDGE OF PIT B.  IT IS A STANDARD DISK,
 OC0204'STAMPED DP INGALLS 1941 AND SET IN A SQUARE BLOCK OF CONCRETE
 OC0204'FLUSH WITH THE GROUND.
 OC0204'
 OC0204'THIS IS A TRAVERSE STATION.
 OC0204
 OC0204                          STATION RECOVERY (1943)
 OC0204
 OC0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 OC0204'4 MI NE FROM PORTLAND.
 OC0204'4.0 MILES NORTHEAST (BY BOAT) OF THE DOCKS AT PORTLAND,
 OC0204'CUMBERLAND COUNTY, ON GREAT DIAMOND ISLAND, ON THE NORTH FORK OF FORT
 OC0204'MC KINLEY, 400 FEET EAST OF GUARDHOUSE, ON THE TOP OF A GRASSY
 OC0204'KNOLL ABOUT 30 FEET ABOVE THE GUNS, 43 FEET EAST OF THE WEST
 OC0204'CONCRETE WALL OF PIT A, 43 FEET WEST OF THE EAST CONCRETE WALL
 OC0204'OF PIT B, 33 FEET SOUTH OF A CONCRETE WALL ALONG A DIRT ROAD,
 OC0204'AND 17.5 FEET NORTH OF A TILE VENTILATOR.
 OC0204
 OC0204                          STATION RECOVERY (1971)
 OC0204
 OC0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (DWW)
 OC0204'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1722 ***********************************************************************
 OC1722  DESIGNATION -  DP KEARNEY 1941
 OC1722  PID         -  OC1722
 OC1722  STATE/COUNTY-  ME/CUMBERLAND
 OC1722  USGS QUAD   -  PORTLAND EAST (1975)
 OC1722
 OC1722                         *CURRENT SURVEY CONTROL
 OC1722  ___________________________________________________________________
 OC1722* NAD 83(1996)-  43 38 50.44678(N)    070 13 41.44107(W)     ADJUSTED  
 OC1722* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 OC1722  ___________________________________________________________________
 OC1722  LAPLACE CORR-           3.23  (seconds)                    DEFLEC99
 OC1722  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 OC1722
 OC1722  HORZ ORDER  -  SECOND
 OC1722
 OC1722.The horizontal coordinates were established by classical geodetic methods
 OC1722.and adjusted by the National Geodetic Survey in March 1998..
 OC1722
 OC1722.The orthometric height was scaled from a topographic map.
 OC1722
 OC1722.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1722
 OC1722.The geoid height was determined by GEOID03.
 OC1722
 OC1722;                    North         East     Units Scale Factor Converg.
 OC1722;SPC ME W     -    90,433.569   895,037.441   MT  0.99996697   -0 02 32.8
 OC1722;UTM  19      - 4,833,438.383   400,950.185   MT  0.99972067   -0 50 52.0
 OC1722
 OC1722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1722!SPC ME W     -   1.00000271  x   0.99996697  =   0.99996968
 OC1722!UTM  19      -   1.00000271  x   0.99972067  =   0.99972338
 OC1722
 OC1722                          SUPERSEDED SURVEY CONTROL
 OC1722
 OC1722  NAD 83(1992)-  43 38 50.44507(N)    070 13 41.44195(W) AD(       ) 2
 OC1722  NAD 83(1986)-  43 38 50.45115(N)    070 13 41.44746(W) AD(       ) 2
 OC1722  NAD 27      -  43 38 50.15400(N)    070 13 43.29300(W) AD(       ) 2
 OC1722
 OC1722.Superseded values are not recommended for survey control.
 OC1722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1722.See file dsdata.txt to determine how the superseded data were derived.
 OC1722
 OC1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0095033438(NAD 83)
 OC1722_MARKER: Z = SEE DESCRIPTION
 OC1722_SETTING: 0 = UNSPECIFIED SETTING
 OC1722_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC1722
 OC1722  HISTORY     - Date     Condition        Report By
 OC1722  HISTORY     - 1941     MONUMENTED       CGS
 OC1722
 OC1722                          STATION DESCRIPTION
 OC1722
 OC1722'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1722'STATION IS LOCATED AT FORT PREBLE, ON A GRASSY MOUND, MIDWAY
 OC1722'BETWEEN PITS A AND B BATTERY KEARNEY.  IT IS A STANDARD
 OC1722'TRAVERSE-STATION DISK, STAMPED DP KEARNEY 1941 AND SET IN A
 OC1722'SQUARE BLOCK OF CONCRETE FLUSH WITH THE GROUND.
 OC1722'
 OC1722'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1752 ***********************************************************************
 OC1752  DESIGNATION -  DP KEARNEY OFFSET 1941
 OC1752  PID         -  OC1752
 OC1752  STATE/COUNTY-  ME/CUMBERLAND
 OC1752  USGS QUAD   -  PORTLAND EAST (1975)
 OC1752
 OC1752                         *CURRENT SURVEY CONTROL
 OC1752  ___________________________________________________________________
 OC1752* NAD 83(1996)-  43 38 49.77461(N)    070 13 39.93866(W)     ADJUSTED  
 OC1752* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 OC1752  ___________________________________________________________________
 OC1752  LAPLACE CORR-           3.23  (seconds)                    DEFLEC99
 OC1752  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 OC1752
 OC1752  HORZ ORDER  -  SECOND
 OC1752
 OC1752.The horizontal coordinates were established by classical geodetic methods
 OC1752.and adjusted by the National Geodetic Survey in March 1998..
 OC1752
 OC1752.The orthometric height was scaled from a topographic map.
 OC1752
 OC1752.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1752
 OC1752.The geoid height was determined by GEOID03.
 OC1752
 OC1752;                    North         East     Units Scale Factor Converg.
 OC1752;SPC ME W     -    90,412.800   895,071.096   MT  0.99996697   -0 02 31.8
 OC1752;UTM  19      - 4,833,417.148   400,983.536   MT  0.99972059   -0 50 51.0
 OC1752
 OC1752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1752!SPC ME W     -   1.00000271  x   0.99996697  =   0.99996968
 OC1752!UTM  19      -   1.00000271  x   0.99972059  =   0.99972330
 OC1752
 OC1752                          SUPERSEDED SURVEY CONTROL
 OC1752
 OC1752  NAD 83(1992)-  43 38 49.77290(N)    070 13 39.93954(W) AD(       ) 2
 OC1752  NAD 83(1986)-  43 38 49.77898(N)    070 13 39.94505(W) AD(       ) 2
 OC1752  NAD 27      -  43 38 49.48200(N)    070 13 41.79100(W) AD(       ) 2
 OC1752
 OC1752.Superseded values are not recommended for survey control.
 OC1752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1752.See file dsdata.txt to determine how the superseded data were derived.
 OC1752
 OC1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0098433417(NAD 83)
 OC1752_MARKER: W = UNMONUMENTED
 OC1752_SETTING: 0 = UNSPECIFIED SETTING
 OC1752
 OC1752  HISTORY     - Date     Condition        Report By
 OC1752  HISTORY     - 1941     MONUMENTED       CGS
 OC1752
 OC1752                          STATION DESCRIPTION
 OC1752
 OC1752'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 OC1752'SEE STATION PREBLE 162
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0221 ***********************************************************************
 OC0221  DESIGNATION -  DP KENDRICK
 OC0221  PID         -  OC0221
 OC0221  STATE/COUNTY-  ME/CUMBERLAND
 OC0221  USGS QUAD   -  PORTLAND EAST (1975)
 OC0221
 OC0221                         *CURRENT SURVEY CONTROL
 OC0221  ___________________________________________________________________
 OC0221* NAD 83(1986)-  43 38 18.     (N)    070 12 02.     (W)     SCALED    
 OC0221* LOCAL TIDAL -        32.410  (meters)     106.33   (feet)  ADJ UNCH  
 OC0221  ___________________________________________________________________
 OC0221  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 OC0221
 OC0221  VERT ORDER  -  SECOND    CLASS 0
 OC0221
 OC0221.The horizontal coordinates were scaled from a topographic map and have
 OC0221.an estimated accuracy of +/- 6 seconds.
 OC0221
 OC0221.The orthometric height was key entered from printed documents
 OC0221.and not key verified.
 OC0221
 OC0221.The geoid height was determined by GEOID03.
 OC0221
 OC0221;                    North         East    Units  Estimated Accuracy
 OC0221;SPC ME W     -    89,430.      897,270.      MT  (+/- 180 meters Scaled)
 OC0221
 OC0221                          SUPERSEDED SURVEY CONTROL
 OC0221
 OC0221.No superseded survey control is available for this station.
 OC0221
 OC0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ031324(NAD 83)
 OC0221_MARKER: DB = BENCH MARK DISK
 OC0221_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC0221_SP_SET: CONCRETE ROOF
 OC0221_STAMPING: DP KENDRICK
 OC0221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC0221
 OC0221  HISTORY     - Date     Condition        Report By
 OC0221  HISTORY     - UNK      MONUMENTED       CGS
 OC0221  HISTORY     - 1943     GOOD             NGS
 OC0221
 OC0221                          STATION DESCRIPTION
 OC0221
 OC0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 OC0221'0.8 MI SW FROM CUSHING ISLAND.
 OC0221'0.8 MILE SOUTHWEST ALONG A HARD SURFACE ROAD FROM THE FORT
 OC0221'LEVETT DOCK ON CUSHING ISLAND, CUMBERLAND COUNTY, AT BATTERY
 OC0221'KENDRICK, 67 FEET NORTHEAST OF GUN 1, 63 FEET SOUTHWEST OF GUN
 OC0221'2, IN THE CONCRETE ROOF OF THE BATTERY, 31.6 FEET SOUTHEAST OF
 OC0221'THE NORTHWEST EDGE, 17 FEET NORTHWEST OF THE SOUTHEAST EDGE OF
 OC0221'THE CONCRETE, AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1624 ***********************************************************************
 OC1624  DESIGNATION -  DP KENDRICK 1941
 OC1624  PID         -  OC1624
 OC1624  STATE/COUNTY-  ME/CUMBERLAND
 OC1624  USGS QUAD   -  PORTLAND EAST (1975)
 OC1624
 OC1624                         *CURRENT SURVEY CONTROL
 OC1624  ___________________________________________________________________
 OC1624* NAD 83(1996)-  43 38 19.23850(N)    070 12 07.31113(W)     ADJUSTED  
 OC1624* NAVD 88     -        32.19   (+/-2cm)     105.6    (feet)  VERTCON   
 OC1624  ___________________________________________________________________
 OC1624  LAPLACE CORR-           3.02  (seconds)                    DEFLEC99
 OC1624  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 OC1624
 OC1624  HORZ ORDER  -  SECOND
 OC1624  VERT ORDER  -  THIRD ? (See Below)
 OC1624
 OC1624.The horizontal coordinates were established by classical geodetic methods
 OC1624.and adjusted by the National Geodetic Survey in March 1998..
 OC1624
 OC1624.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC1624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC1624.The vertical order pertains to the NGVD 29 superseded value.
 OC1624
 OC1624.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1624
 OC1624.The geoid height was determined by GEOID03.
 OC1624
 OC1624;                    North         East     Units Scale Factor Converg.
 OC1624;SPC ME W     -    89,469.202   897,146.510   MT  0.99996677   -0 01 27.9
 OC1624;UTM  19      - 4,832,444.718   403,044.971   MT  0.99971562   -0 49 46.5
 OC1624
 OC1624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1624!SPC ME W     -   0.99999904  x   0.99996677  =   0.99996581
 OC1624!UTM  19      -   0.99999904  x   0.99971562  =   0.99971466
 OC1624
 OC1624                          SUPERSEDED SURVEY CONTROL
 OC1624
 OC1624  NAD 83(1992)-  43 38 19.23670(N)    070 12 07.31200(W) AD(       ) 2
 OC1624  NAD 83(1986)-  43 38 19.24273(N)    070 12 07.31759(W) AD(       ) 2
 OC1624  NAD 27      -  43 38 18.94000(N)    070 12 09.16500(W) AD(       ) 2
 OC1624  NGVD 29 (07/19/86)   32.41   (m)          106.3    (f) LEVELING    3  
 OC1624
 OC1624.Superseded values are not recommended for survey control.
 OC1624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1624.See file dsdata.txt to determine how the superseded data were derived.
 OC1624
 OC1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0304532445(NAD 83)
 OC1624_MARKER: Z = SEE DESCRIPTION
 OC1624_SETTING: 0 = UNSPECIFIED SETTING
 OC1624_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC1624
 OC1624  HISTORY     - Date     Condition        Report By
 OC1624  HISTORY     - 1941     MONUMENTED       CGS
 OC1624
 OC1624                          STATION DESCRIPTION
 OC1624
 OC1624'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1624'STATION IS LOCATED AT FORT LEVETT, AT BATTERY KENDRICK.  IT IS
 OC1624'A STANDARD TRAVERSE-STATION DISK, STAMPED DP KENDRICK 1941 AND
 OC1624'SET FLUSH IN THE CONCRETE PARAPET ON THE TOP OF THE
 OC1624'BATTERY.  IT IS ABOUT 37-1/2 FT. E OF THE W EDGE OF THE PARAPET.
 OC1624'
 OC1624'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1594 ***********************************************************************
 OC1594  DESIGNATION -  DR CUMMINGS HOUSE S CHIM DOC
 OC1594  PID         -  OC1594
 OC1594  STATE/COUNTY-  ME/CUMBERLAND
 OC1594  USGS QUAD   -  CAPE ELIZABETH (1975)
 OC1594
 OC1594                         *CURRENT SURVEY CONTROL
 OC1594  ___________________________________________________________________
 OC1594* NAD 83(1996)-  43 32 35.83085(N)    070 14 19.83999(W)     ADJUSTED  
 OC1594* NAVD 88     -                                                        
 OC1594  ___________________________________________________________________
 OC1594  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 OC1594  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 OC1594
 OC1594  HORZ ORDER  -  THIRD
 OC1594
 OC1594.The horizontal coordinates were established by classical geodetic methods
 OC1594.and adjusted by the National Geodetic Survey in March 1998..
 OC1594
 OC1594
 OC1594.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1594
 OC1594.The geoid height was determined by GEOID03.
 OC1594
 OC1594;                    North         East     Units Scale Factor Converg.
 OC1594;SPC ME W     -    78,873.131   894,166.868   MT  0.99996709   -0 02 59.0
 OC1594;UTM  19      - 4,821,894.139   399,917.622   MT  0.99972321   -0 51 12.6
 OC1594
 OC1594                          SUPERSEDED SURVEY CONTROL
 OC1594
 OC1594  NAD 83(1992)-  43 32 35.82922(N)    070 14 19.84117(W) AD(       ) 4
 OC1594  NAD 83(1986)-  43 32 35.83525(N)    070 14 19.84675(W) AD(       ) 4
 OC1594  NAD 27      -  43 32 35.52000(N)    070 14 21.68000(W) AD(       ) 3
 OC1594
 OC1594.Superseded values are not recommended for survey control.
 OC1594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1594.See file dsdata.txt to determine how the superseded data were derived.
 OC1594
 OC1594_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9991821894(NAD 83)
 OC1594
 OC1594  HISTORY     - Date     Condition        Report By
 OC1594  HISTORY     - 1923     MONUMENTED       CGS
 OC1594  HISTORY     - 1928     SEE DESCRIPTION  CGS
 OC1594  HISTORY     - 1941     SEE DESCRIPTION  CGS
 OC1594  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OC1594
 OC1594                          STATION DESCRIPTION
 OC1594
 OC1594'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (OWS)
 OC1594'THIS STATION IS THE SOUTH CHIMNEY ON A HOUSE ON RICHMOND
 OC1594'ISLAND.  COMPARING IT WITH THE TRIANGULATION STATION RICH LOCATED IN
 OC1594'1914 IT APPEARS THAT THE 1914 STATION MUST HAVE BEEN THE NORTH
 OC1594'CHIMNEY INSTEAD OF THE SOUTH CHIMNEY AS DESCRIBED.  DOC IS
 OC1594'LOCATED ON THE WESTERN PORTION OF THE ISLAND AT THE TOP OF THE
 OC1594'DESCENT TO THE BEACH.  AT A DISTANCE DOC APPEARS TO BE THE
 OC1594'HIGHEST BUILDING ON THE ISLAND.
 OC1594
 OC1594                          STATION RECOVERY (1928)
 OC1594
 OC1594'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928 (GCM)
 OC1594'STATION IS RECOVERED INTACT.
 OC1594
 OC1594                          STATION RECOVERY (1941)
 OC1594
 OC1594'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FLP)
 OC1594'RECOVERED AS DESCRIBED.
 OC1594
 OC1594                          STATION RECOVERY (1942)
 OC1594
 OC1594'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OC1594'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1647 ***********************************************************************
 QF1647  DESIGNATION -  DRAKE IBC
 QF1647  PID         -  QF1647
 QF1647  STATE/COUNTY-  ME/WASHINGTON
 QF1647  USGS QUAD   -  FOREST CITY (1988)
 QF1647
 QF1647                         *CURRENT SURVEY CONTROL
 QF1647  ___________________________________________________________________
 QF1647* NAD 83(1996)-  45 40 32.58174(N)    067 42 34.89448(W)     ADJUSTED  
 QF1647* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 QF1647  ___________________________________________________________________
 QF1647  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 QF1647  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 QF1647
 QF1647  HORZ ORDER  -  THIRD
 QF1647
 QF1647.The horizontal coordinates were established by classical geodetic methods
 QF1647.and adjusted by the National Geodetic Survey in March 1998..
 QF1647
 QF1647.The orthometric height was scaled from a topographic map.
 QF1647
 QF1647.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1647
 QF1647.The geoid height was determined by GEOID03.
 QF1647
 QF1647;                    North         East     Units Scale Factor Converg.
 QF1647;SPC ME E     -   223,537.912   361,570.244   MT  0.99994659   +0 33 55.4
 QF1647;UTM  19      - 5,058,828.053   600,493.334   MT  0.99972416   +0 55 23.4
 QF1647
 QF1647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1647!SPC ME E     -   0.99998542  x   0.99994659  =   0.99993201
 QF1647!UTM  19      -   0.99998542  x   0.99972416  =   0.99970958
 QF1647
 QF1647:                Primary Azimuth Mark                     Grid Az
 QF1647:SPC ME E     -  UPPER                                    020 12 45.2
 QF1647:UTM  19      -  UPPER                                    019 51 17.2
 QF1647
 QF1647|---------------------------------------------------------------------|
 QF1647| PID    Reference Object                     Distance      Geod. Az  |
 QF1647|                                                           dddmmss.s |
 QF1647| QF1646 UPPER                               405.157 METERS 0204640.6 |
 QF1647| QF1641 ENDER IBC END ECC                   293.458 METERS 05953     |
 QF1647| QF1644 REFERENCE MON 80 ECC                455.777 METERS 1583132.5 |
 QF1647| QF1648 DUCK IBC                             37.394 METERS 18156     |
 QF1647| QF1649 REFERENCE MON 78=LOST               472.400 METERS 3274730.1 |
 QF1647|---------------------------------------------------------------------|
 QF1647
 QF1647                          SUPERSEDED SURVEY CONTROL
 QF1647
 QF1647  NAD 83(1992)-  45 40 32.57878(N)    067 42 34.89276(W) AD(       ) 3
 QF1647  NAD 83(1986)-  45 40 32.58337(N)    067 42 34.90849(W) AD(       ) 3
 QF1647  NAD 27      -  45 40 32.36500(N)    067 42 36.88100(W) AD(       ) 3
 QF1647
 QF1647.Superseded values are not recommended for survey control.
 QF1647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1647.See file dsdata.txt to determine how the superseded data were derived.
 QF1647
 QF1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL0049358828(NAD 83)
 QF1647_MARKER: DR = REFERENCE MARK DISK
 QF1647_SETTING: 80 = SET IN A BOULDER
 QF1647_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF1647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1647+STABILITY: SURFACE MOTION
 QF1647
 QF1647  HISTORY     - Date     Condition        Report By
 QF1647  HISTORY     - 1946     MONUMENTED       IBC
 QF1647  HISTORY     - 1955     GOOD             IBC
 QF1647
 QF1647                          STATION DESCRIPTION
 QF1647
 QF1647'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF1647'ON THE W SIDE OF SPEDNIK LAKE, OPPOSITE THE FIRST ISLAND ABOVE FOREST
 QF1647'CITY LANDING.  IT IS 40 FEET OUTSIDE THE TREES AND HIGH - WATER LINE,
 QF1647'AND 50 FEET S OF THE EXTREME POINT ACROSS FROM THE ISLAND.  THERE IS
 QF1647'A HIGH POINTED ROCK 20 FEET DIRECTLY INSHORE.
 QF1647'
 QF1647'STATION MARK IS A GS OF C BRONZE REFERENCE DISK, WITH ARROW POINTING
 QF1647'TOWARD STATION DUCK.  IT IS SET IN A DRILL HOLE IN A ROCK 6 FEET
 QF1647'SQUARE BY 2 FEET HIGH A LITTLE INSIDE THE LOW - WATER LINE.  STATION
 QF1647'DUCK IS 122.75 FEET S.
 QF1647
 QF1647                          STATION RECOVERY (1955)
 QF1647
 QF1647'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1647'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0619 ***********************************************************************
 PD0619  DESIGNATION -  DRAM
 PD0619  PID         -  PD0619
 PD0619  STATE/COUNTY-  ME/WASHINGTON
 PD0619  USGS QUAD   -  PEMBROKE (1977)
 PD0619
 PD0619                         *CURRENT SURVEY CONTROL
 PD0619  ___________________________________________________________________
 PD0619* NAD 83(1996)-  44 52 55.71193(N)    067 08 43.07529(W)     ADJUSTED  
 PD0619* NAVD 88     -         4.3    (meters)      14.     (feet)  VERTCON   
 PD0619  ___________________________________________________________________
 PD0619  LAPLACE CORR-           4.92  (seconds)                    DEFLEC99
 PD0619  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 PD0619
 PD0619  HORZ ORDER  -  THIRD
 PD0619
 PD0619.The horizontal coordinates were established by classical geodetic methods
 PD0619.and adjusted by the National Geodetic Survey in March 1998..
 PD0619
 PD0619.The NAVD 88 height was computed by applying the VERTCON shift value to
 PD0619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PD0619
 PD0619.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0619
 PD0619.The geoid height was determined by GEOID03.
 PD0619
 PD0619;                    North         East     Units Scale Factor Converg.
 PD0619;SPC ME E     -   135,940.104   407,022.016   MT  1.00004080   +0 57 21.7
 PD0619;UTM  19      - 4,971,531.279   646,478.347   MT  0.99986384   +1 18 32.4
 PD0619
 PD0619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0619!SPC ME E     -   1.00000287  x   1.00004080  =   1.00004367
 PD0619!UTM  19      -   1.00000287  x   0.99986384  =   0.99986671
 PD0619
 PD0619                          SUPERSEDED SURVEY CONTROL
 PD0619
 PD0619  NAD 83(1992)-  44 52 55.70221(N)    067 08 43.07579(W) AD(       ) 3
 PD0619  NAD 83(1986)-  44 52 55.70144(N)    067 08 43.07656(W) AD(       ) 3
 PD0619  NGVD 29 (09/20/87)    4.5    (m)           15.     (f) VERT ANG       
 PD0619
 PD0619.Superseded values are not recommended for survey control.
 PD0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0619.See file dsdata.txt to determine how the superseded data were derived.
 PD0619
 PD0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK4647871531(NAD 83)
 PD0619_MARKER: DD = SURVEY DISK
 PD0619_SETTING: 66 = SET IN ROCK OUTCROP
 PD0619_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 PD0619_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0619_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0619+STABILITY: POSITION/ELEVATION WELL
 PD0619
 PD0619  HISTORY     - Date     Condition        Report By
 PD0619  HISTORY     - 1986     MONUMENTED       NOS
 PD0619
 PD0619                          STATION DESCRIPTION
 PD0619
 PD0619'DESCRIBED BY NATIONAL OCEAN SERVICE 1986 (JGF)
 PD0619'THE STATION IS LOCATED 6 MILES WEST OF EASTPORT ON THE SOUTHEAST
 PD0619'POINT OF DRAM ISLAND, WEST OF MAHAR POINT, AND EAST OF HALLOWELL
 PD0619'ISLAND.
 PD0619'
 PD0619'TO REACH STATION, GO BY BOAT FROM EASTPORT.
 PD0619'
 PD0619'THE STATION IS A STANDARD NOS DISK STAMPED---DRAM 1986---,SET INTO A
 PD0619'DRILL HOLE IN BEDROCK.
 PD0619'IT IS LOCATED,
 PD0619'2.0 METERS (6.56 FT) NORTHWEST OF THE SOUTHEAST TIP OF THE ISLAND.
 PD0619'
 PD0619'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 PD0619'DESCRIBED BY PBW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0947 ***********************************************************************
 PD0947  DESIGNATION -  DRAM 1887
 PD0947  PID         -  PD0947
 PD0947  STATE/COUNTY-  ME/WASHINGTON
 PD0947  USGS QUAD   -  PEMBROKE (1977)
 PD0947
 PD0947                         *CURRENT SURVEY CONTROL
 PD0947  ___________________________________________________________________
 PD0947* NAD 83(1996)-  44 53 00.83479(N)    067 08 49.41703(W)     ADJUSTED  
 PD0947* NAVD 88     -        21.     (meters)      69.     (feet)  SCALED    
 PD0947  ___________________________________________________________________
 PD0947  LAPLACE CORR-           4.96  (seconds)                    DEFLEC99
 PD0947  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 PD0947
 PD0947  HORZ ORDER  -  THIRD
 PD0947
 PD0947.The horizontal coordinates were established by classical geodetic methods
 PD0947.and adjusted by the National Geodetic Survey in March 1998..
 PD0947
 PD0947.The orthometric height was scaled from a topographic map.
 PD0947
 PD0947.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0947
 PD0947.The geoid height was determined by GEOID03.
 PD0947
 PD0947;                    North         East     Units Scale Factor Converg.
 PD0947;SPC ME E     -   136,095.907   406,880.214   MT  1.00004043   +0 57 17.3
 PD0947;UTM  19      - 4,971,686.178   646,335.613   MT  0.99986332   +1 18 28.1
 PD0947
 PD0947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0947!SPC ME E     -   1.00000029  x   1.00004043  =   1.00004072
 PD0947!UTM  19      -   1.00000029  x   0.99986332  =   0.99986361
 PD0947
 PD0947                          SUPERSEDED SURVEY CONTROL
 PD0947
 PD0947  NAD 83(1992)-  44 53 00.82535(N)    067 08 49.41607(W) AD(       ) 3
 PD0947  NAD 83(1986)-  44 53 00.82314(N)    067 08 49.41831(W) AD(       ) 3
 PD0947  NAD 27      -  44 53 00.53800(N)    067 08 51.48000(W) AD(       ) 3
 PD0947
 PD0947.Superseded values are not recommended for survey control.
 PD0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0947.See file dsdata.txt to determine how the superseded data were derived.
 PD0947
 PD0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK4633671686(NAD 83)
 PD0947
 PD0947  HISTORY     - Date     Condition        Report By
 PD0947  HISTORY     - 1887     MONUMENTED       CGS
 PD0947  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0947
 PD0947                          STATION DESCRIPTION
 PD0947
 PD0947'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0947'STATION IS ON THE SUMMIT LEDGE OF BIG DRAM ISLAND, WHICH LIES
 PD0947'IN THE MIDDLE OF NORTH BRANCH OF COBSCOOK RIVER JUST ABOVE
 PD0947'ITS JUNCTION WITH THE SOUTH BRANCH.  LITTLE DRAM ISLAND LIES
 PD0947'ABOUT 1/3 MILE TO THE NNW.  THE STATION IS MARKED BY A
 PD0947'HOLE DRILLED IN THE ROCK AND SURROUNDED BY A CIRCLE CHISELED
 PD0947'IN THE ROCK, AND IS 17 METERS AND 12 METERS, RESPECTIVELY,
 PD0947'FROM SOUTHERLY AND NORTHERLY ENDS OF THE LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1790 ***********************************************************************
 PE1790  DESIGNATION -  DRAM 1944
 PE1790  PID         -  PE1790
 PE1790  STATE/COUNTY-  ME/HANCOCK
 PE1790  USGS QUAD   -  BAR HARBOR (1982)
 PE1790
 PE1790                         *CURRENT SURVEY CONTROL
 PE1790  ___________________________________________________________________
 PE1790* NAD 83(1996)-  44 28 03.60680(N)    068 11 16.09832(W)     ADJUSTED  
 PE1790* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 PE1790  ___________________________________________________________________
 PE1790  LAPLACE CORR-           4.30  (seconds)                    DEFLEC99
 PE1790  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 PE1790
 PE1790  HORZ ORDER  -  THIRD
 PE1790
 PE1790.The horizontal coordinates were established by classical geodetic methods
 PE1790.and adjusted by the National Geodetic Survey in March 1998..
 PE1790
 PE1790.The orthometric height was scaled from a topographic map.
 PE1790
 PE1790.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1790
 PE1790.The geoid height was determined by GEOID03.
 PE1790
 PE1790;                    North         East     Units Scale Factor Converg.
 PE1790;SPC ME E     -    89,040.673   324,839.960   MT  0.99990759   +0 13 07.3
 PE1790;UTM  19      - 4,924,138.659   564,603.384   MT  0.99965133   +0 34 08.3
 PE1790
 PE1790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1790!SPC ME E     -   1.00000348  x   0.99990759  =   0.99991107
 PE1790!UTM  19      -   1.00000348  x   0.99965133  =   0.99965481
 PE1790
 PE1790:                Primary Azimuth Mark                     Grid Az
 PE1790:SPC ME E     -  STAVE 1944                               114 33 59.0
 PE1790:UTM  19      -  STAVE 1944                               114 12 58.0
 PE1790
 PE1790|---------------------------------------------------------------------|
 PE1790| PID    Reference Object                     Distance      Geod. Az  |
 PE1790|                                                           dddmmss.s |
 PE1790| PE1797 STAVE 1944                          APPROX. 4.6 KM 1144706.3 |
 PE1790| PE1882 MEADOW PT BRICK CHIM WITH VENT      APPROX. 6.7 KM 2611244.7 |
 PE1790|---------------------------------------------------------------------|
 PE1790
 PE1790                          SUPERSEDED SURVEY CONTROL
 PE1790
 PE1790  NAD 83(1992)-  44 28 03.60117(N)    068 11 16.10135(W) AD(       ) 3
 PE1790  NAD 83(1986)-  44 28 03.59953(N)    068 11 16.10595(W) AD(       ) 3
 PE1790  NAD 27      -  44 28 03.31500(N)    068 11 18.07300(W) AD(       ) 3
 PE1790
 PE1790.Superseded values are not recommended for survey control.
 PE1790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1790.See file dsdata.txt to determine how the superseded data were derived.
 PE1790
 PE1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK6460324139(NAD 83)
 PE1790
 PE1790  HISTORY     - Date     Condition        Report By
 PE1790  HISTORY     - 1944     MONUMENTED       CGS
 PE1790
 PE1790                          STATION DESCRIPTION
 PE1790
 PE1790'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1790'STATION IS LOCATED ON THE SOUTHEAST TIP OF DRAM ISLAND, WHICH IS
 PE1790'JUST SOUTH OF SORRENTO IN UPPER FRENCHMAN BAY.  STATION IS ABOUT
 PE1790'15 METERS WEST OF THE EXTREME SOUTHEAST TIP, 10 METERS SOUTH OF
 PE1790'TREE AND GRASS LINE AND 4 METERS NORTH OF MEAN HIGH WATER
 PE1790'LINE.  MARK IS SET IN LEDGE ROCK THAT IS SURROUNDED ON WEST AND
 PE1790'NORTHWEST AT MEAN HIGH WATER, IT IS ABOUT 1 METER EAST OF THE
 PE1790'HIGHEST POINT, AND IS A STANDARD DISC STAMPED DRAM, 1944.
 PE1790'
 PE1790'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0612 ***********************************************************************
 QF0612  DESIGNATION -  DRAPER
 QF0612  PID         -  QF0612
 QF0612  STATE/COUNTY-  ME/WASHINGTON
 QF0612  USGS QUAD   -  VANCEBORO (1988)
 QF0612
 QF0612                         *CURRENT SURVEY CONTROL
 QF0612  ___________________________________________________________________
 QF0612* NAD 83(1996)-  45 36 03.81143(N)    067 28 00.62084(W)     ADJUSTED  
 QF0612* NAVD 88     -       116.     (meters)     381.     (feet)  SCALED    
 QF0612  ___________________________________________________________________
 QF0612  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 QF0612  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 QF0612
 QF0612  HORZ ORDER  -  THIRD
 QF0612
 QF0612.The horizontal coordinates were established by classical geodetic methods
 QF0612.and adjusted by the National Geodetic Survey in March 1998..
 QF0612
 QF0612.The orthometric height was scaled from a topographic map.
 QF0612
 QF0612.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0612
 QF0612.The geoid height was determined by GEOID03.
 QF0612
 QF0612;                    North         East     Units Scale Factor Converg.
 QF0612;SPC ME E     -   215,456.318   380,597.125   MT  0.99997984   +0 44 17.6
 QF0612;UTM  19      - 5,050,867.047   619,566.208   MT  0.99977576   +1 05 44.0
 QF0612
 QF0612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0612!SPC ME E     -   0.99998556  x   0.99997984  =   0.99996540
 QF0612!UTM  19      -   0.99998556  x   0.99977576  =   0.99976132
 QF0612
 QF0612|---------------------------------------------------------------------|
 QF0612| PID    Reference Object                     Distance      Geod. Az  |
 QF0612|                                                           dddmmss.s |
 QF0612| QF0643 HALEY POINT                         320.878 METERS 08159     |
 QF0612| CE8846 DRAPER RM 1 DRILL HOLE                8.787 METERS 12609     |
 QF0612| CE8847 DRAPER RM 2                          10.180 METERS 13135     |
 QF0612| CE8848 DRAPER RM 3 DRILL HOLE               18.724 METERS 17928     |
 QF0612| QF0617 MORRISON                            APPROX. 1.3 KM 2593109.7 |
 QF0612|---------------------------------------------------------------------|
 QF0612
 QF0612                          SUPERSEDED SURVEY CONTROL
 QF0612
 QF0612  NAD 83(1992)-  45 36 03.80758(N)    067 28 00.61795(W) AD(       ) 3
 QF0612  NAD 83(1986)-  45 36 03.81189(N)    067 28 00.62872(W) AD(       ) 3
 QF0612  NAD 27      -  45 36 03.58300(N)    067 28 02.63700(W) AD(       ) 3
 QF0612
 QF0612.Superseded values are not recommended for survey control.
 QF0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0612.See file dsdata.txt to determine how the superseded data were derived.
 QF0612
 QF0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL1956650867(NAD 83)
 QF0612_MARKER: DD = SURVEY DISK
 QF0612_SETTING: 80 = SET IN A BOULDER
 QF0612_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF0612
 QF0612  HISTORY     - Date     Condition        Report By
 QF0612  HISTORY     - 1946     MONUMENTED       IBC
 QF0612  HISTORY     - 1955     GOOD             IBC
 QF0612
 QF0612                          STATION DESCRIPTION
 QF0612
 QF0612'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF0612'ON THE S SHORE OF SPEDNIK LAKE, ON THE NEXT POINT W AND ABOUT 1/4
 QF0612'MILE FROM HALEY POINT, AND 3-1/4 MILES UPLAKE FROM VANCEBORO, ME.
 QF0612'THE STATION IS ON A SMALL ROCK ABOUT 3 FEET SQUARE AND 1 FOOT HIGH ON
 QF0612'THE BEACH, 35 FEET OUTSIDE THE TREE AND HIGH - WATER LINE, AND 65
 QF0612'FEET DOWNSTREAM FROM THE LOG CABIN KNOWN AS---CAMP LOOKOUT---.  THE
 QF0612'SHORE IN THE VICINITY IS BEING IMPROVED AND THE STATION OR REFERENCES
 QF0612'MAY BE CHANGED OR DESTROYED IN TIME.
 QF0612'
 QF0612'STATION MARK IS AN IBC BRONZE STATION DISK SET IN A DRILL HOLE IN
 QF0612'THE ROCK.
 QF0612'
 QF0612'A GS OF C REFERENCE DISK (RM 2) IS SET DIRECTLY INSHORE IN A DRILL
 QF0612'HOLE IN THE LARGEST BOULDER ON THE HIGH - WATER LINE ON THE POINT.
 QF0612'REFERENCE MARK 1 IS A DRILL HOLE IN A LARGE ROCK JUST OUTSIDE THE
 QF0612'HIGH - WATER LINE DOWNSTREAM FROM THE REFERENCE DISK AND ANOTHER
 QF0612'DRILL HOLE IN A BOULDER UPSTREAM IS REFERENCE MARK 3.
 QF0612
 QF0612                          STATION RECOVERY (1955)
 QF0612
 QF0612'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF0612'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1791 ***********************************************************************
 OC1791  DESIGNATION -  DRILL HOLE 1974
 OC1791  PID         -  OC1791
 OC1791  STATE/COUNTY-  ME/CUMBERLAND
 OC1791  USGS QUAD   -  PORTLAND EAST (1975)
 OC1791
 OC1791                         *CURRENT SURVEY CONTROL
 OC1791  ___________________________________________________________________
 OC1791* NAD 83(1996)-  43 39 48.21266(N)    070 10 38.44834(W)     ADJUSTED  
 OC1791* NAVD 88     -         7.5    (meters)      25.     (feet)  VERTCON   
 OC1791  ___________________________________________________________________
 OC1791  LAPLACE CORR-           3.23  (seconds)                    DEFLEC99
 OC1791  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 OC1791
 OC1791  HORZ ORDER  -  SECOND
 OC1791
 OC1791.The horizontal coordinates were established by classical geodetic methods
 OC1791.and adjusted by the National Geodetic Survey in March 1998..
 OC1791
 OC1791.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC1791.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC1791
 OC1791.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1791
 OC1791.The geoid height was determined by GEOID03.
 OC1791
 OC1791;                    North         East     Units Scale Factor Converg.
 OC1791;SPC ME W     -    92,214.534   899,138.591   MT  0.99996668   -0 00 26.5
 OC1791;UTM  19      - 4,835,161.089   405,074.929   MT  0.99971083   -0 48 46.5
 OC1791
 OC1791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1791!SPC ME W     -   1.00000291  x   0.99996668  =   0.99996959
 OC1791!UTM  19      -   1.00000291  x   0.99971083  =   0.99971374
 OC1791
 OC1791:                Primary Azimuth Mark                     Grid Az
 OC1791:SPC ME W     -  LONG ISLAND GREEN HOUSE CUPOLA           010 51 00.5
 OC1791:UTM  19      -  LONG ISLAND GREEN HOUSE CUPOLA           011 39 20.5
 OC1791
 OC1791|---------------------------------------------------------------------|
 OC1791| PID    Reference Object                     Distance      Geod. Az  |
 OC1791|                                                           dddmmss.s |
 OC1791| OC1793 LONG ISLAND GREEN HOUSE CUPOLA      APPROX. 2.2 KM 0105034.0 |
 OC1791| OC0212 PEAKS ID 163                         59.139 METERS 15758     |
 OC1791|---------------------------------------------------------------------|
 OC1791
 OC1791                          SUPERSEDED SURVEY CONTROL
 OC1791
 OC1791  NAD 83(1992)-  43 39 48.21084(N)    070 10 38.44907(W) AD(       ) 2
 OC1791  NAD 83(1986)-  43 39 48.21722(N)    070 10 38.45513(W) AD(       ) 2
 OC1791  NAD 27      -  43 39 47.92065(N)    070 10 40.29535(W) AD(       ) 2
 OC1791  NGVD 29 (07/19/86)    7.7    (m)           25.     (f) VERT ANG       
 OC1791
 OC1791.Superseded values are not recommended for survey control.
 OC1791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1791.See file dsdata.txt to determine how the superseded data were derived.
 OC1791
 OC1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0507535161(NAD 83)
 OC1791_MARKER: DD = SURVEY DISK
 OC1791_SETTING: 66 = SET IN ROCK OUTCROP
 OC1791_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 OC1791_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC1791+STABILITY: POSITION/ELEVATION WELL
 OC1791
 OC1791  HISTORY     - Date     Condition        Report By
 OC1791  HISTORY     - 1974     MONUMENTED       NGS
 OC1791
 OC1791                          STATION DESCRIPTION
 OC1791
 OC1791'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 OC1791'STATION IS ABOUT 3-1/2 MILES EAST OF PORTLAND, ABOUT 160 YARDS
 OC1791'NORTHWEST OF A PROMINENT REEF EXTENDING OFF-SHORE IN AN EAST
 OC1791'DIRECTION AND ON THE EAST SIDE OF PEAKS ISLAND.
 OC1791'
 OC1791'TO REACH THE STATION FROM THE POST OFFICE ON PEAKS ISLAND,
 OC1791'GO NORTH ON PAVED ROAD FOR 0.45 MILE TO ISLAND AVENUE ON LEFT
 OC1791'AT SCHOOL HOUSE, TURN LEFT, GO NORTH ON ISLAND AVENUE FOR
 OC1791'0.65 MILE TO CROSS STREET AT WEBBERS STORE, TURN RIGHT, GO EAST
 OC1791'UP HILL ON TREFETHEN AVENUE FOR 0.1 MILE TO SEASHORE AVENUE,
 OC1791'TURN RIGHT ON SEASHORE AVENUE, GO 0.15 MILE TO TRACK ROAD LEFT,
 OC1791'CONTINUE AHEAD ON THE MAIN ROAD LEADING AROUND ISLAND FOR 0.65
 OC1791'MILE TO STATION ON LEFT.
 OC1791'
 OC1791'STATION IS A 3/8 INCH DRILL HOLE IN LARGE BEDROCK WHICH
 OC1791'PROJECTS ABOUT 3 FEET ON THE WEST SIDE AND SLOPE DOWN TOWARD THE
 OC1791'EAST EDGE OF BLUFF, 32 FEET WEST OF EDGE OF BLUFF, 15 FEET EAST
 OC1791'OF CENTERLINE OF PAVED ROAD, 6-1/4 INCH EAST OF THE WEST EDGE
 OC1791'OF ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2377 ***********************************************************************
 OC2377  DESIGNATION -  DRISCOLL
 OC2377  PID         -  OC2377
 OC2377  STATE/COUNTY-  ME/YORK
 OC2377  USGS QUAD   -  DOVER EAST (1988)
 OC2377
 OC2377                         *CURRENT SURVEY CONTROL
 OC2377  ___________________________________________________________________
 OC2377* NAD 83(1996)-  43 14 32.21052(N)    070 49 05.66945(W)     ADJUSTED  
 OC2377* NAVD 88     -        50.9    (meters)     167.     (feet)  VERTCON   
 OC2377  ___________________________________________________________________
 OC2377  LAPLACE CORR-           3.30  (seconds)                    DEFLEC99
 OC2377  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 OC2377
 OC2377  HORZ ORDER  -  SECOND
 OC2377
 OC2377.The horizontal coordinates were established by classical geodetic methods
 OC2377.and adjusted by the National Geodetic Survey in March 1998..
 OC2377
 OC2377.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2377
 OC2377.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2377
 OC2377.The geoid height was determined by GEOID03.
 OC2377
 OC2377;                    North         East     Units Scale Factor Converg.
 OC2377;SPC ME W     -    45,636.017   847,080.877   MT  1.00000110   -0 26 47.0
 OC2377;UTM  19      - 4,789,325.185   352,380.195   MT  0.99986807   -1 14 45.1
 OC2377
 OC2377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2377!SPC ME W     -   0.99999621  x   1.00000110  =   0.99999731
 OC2377!UTM  19      -   0.99999621  x   0.99986807  =   0.99986428
 OC2377
 OC2377|---------------------------------------------------------------------|
 OC2377| PID    Reference Object                     Distance      Geod. Az  |
 OC2377|                                                           dddmmss.s |
 OC2377| OC2378 DRISCOLL RM 1                        18.144 METERS 19305     |
 OC2377| OC2379 ROLLINSFORD ST MARYS CH SPIRE       APPROX. 0.6 KM 2005403.8 |
 OC2377| OC2382 ROLLINSFORD MUN TANK                APPROX. 0.7 KM 2180256.9 |
 OC2377| OC2547 SOMERSWORTH GT FALLS DYE STACK      APPROX. 3.6 KM 2950817.7 |
 OC2377| OC2381 DRISCOLL AZ MK                      410.861 METERS 3103648.8 |
 OC2377| OC2380 DRISCOLL AZ MK A PT                 402.675 METERS 3120756.3 |
 OC2377| CE8124 DRISCOLL RM 2                        26.539 METERS 31653     |
 OC2377|---------------------------------------------------------------------|
 OC2377
 OC2377                          SUPERSEDED SURVEY CONTROL
 OC2377
 OC2377  NAD 83(1992)-  43 14 32.20937(N)    070 49 05.66954(W) AD(       ) 2
 OC2377  NAD 83(1986)-  43 14 32.21378(N)    070 49 05.67644(W) AD(       ) 2
 OC2377  NAD 27      -  43 14 31.91047(N)    070 49 07.46164(W) AD(       ) 2
 OC2377  NGVD 29 (07/19/86)   51.1    (m)          168.     (f) VERT ANG       
 OC2377
 OC2377.Superseded values are not recommended for survey control.
 OC2377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2377.See file dsdata.txt to determine how the superseded data were derived.
 OC2377
 OC2377_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH5238089325(NAD 83)
 OC2377_MARKER: DS = TRIANGULATION STATION DISK
 OC2377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC2377_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC2377
 OC2377  HISTORY     - Date     Condition        Report By
 OC2377  HISTORY     - 1976     MONUMENTED       NGS
 OC2377
 OC2377                          STATION DESCRIPTION
 OC2377
 OC2377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2377'THE STATION IS LOCATED ABOUT 0.5 MILE NORTH-NORTHEAST OF
 OC2377'ROLLINSFORD, NEW HAMPSHIRE, 0.75 MILE NORTHWEST OF SOUTH
 OC2377'BERWICK, 2.75 MILES SOUTHEAST OF BERWICK, AND 2.75 MILES
 OC2377'WEST-SOUTHWEST OF KNIGHT POND.
 OC2377'
 OC2377'TO REACH THE STATION FROM THE POST OFFICE IN SOUTH BERWICK, GO
 OC2377'NORTHERLY ON STATE ROUTE 236 FOR 0.05 MILE TO BUTLER STREET
 OC2377'ON THE LEFT.  CONTINUE ON STATE ROUTE 236 FOR 0.25 MILE
 OC2377'TO TIBBETS STREET ON THE LEFT. CONTINUE NORTHERLY ON STATE
 OC2377'ROUTE 236 FOR 0.10 MILE TO A RAILROAD CROSSING AND THE
 OC2377'BERWICK-SOUTH BERWICK TOWNLINE.  CONTINUE NORTHERLY FOR
 OC2377'0.30 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 OC2377'
 OC2377'THE STATION MARK IS A STANDARD DISK STAMPED-DRISCOLL 1975- SET
 OC2377'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST WHICH IS FLUSH WITH
 OC2377'THE GROUND.  IT IS 4.0 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST,
 OC2377'9.6 FEET WEST OF A 30-INCH ELM TREE, 10.4 FEET EAST OF POLE
 OC2377'NUMBERED 1000 L-24, 22 FEET SOUTH-SOUTHWEST OF A TREE FARM, AND
 OC2377'25.6 FEET NORTH-NORTHEAST OF THE CENTERLINE OF STATE ROUTE 236.
 OC2377'THE UNDERGROUND MARK IS A STANDARD DISK SET IN AN IRREGULAR
 OC2377'MASS OF CONCRETE ABOUT 40-INCHES BELOW THE SURFACE OF THE GROUND.
 OC2377'
 OC2377'REFERENCE MARK 1 IS A STANDARD DISK STAMPED-DRISCOLL NO 1 1975--,
 OC2377'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST WHICH IS
 OC2377'FLUSH THE GROUND.  IT IS 3.3 FEET EAST-SOUTHEAST OF A METAL WITNESS
 OC2377'POST, 25.5 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF STATE ROUTE 236,
 OC2377'50.4 FEET SOUTHWEST OF A 24-INCH MAPLE TREE, 54.0 FEET SOUTH OF
 OC2377'A 3-INCH ELM TREE, AND 58.9 FEET NORTH-NORTHWEST OF POLE
 OC2377'NUMBERED 1000 L-24.
 OC2377'
 OC2377'REFERENCE MARK 2 IS A STANDARD DISK STAMPED--DRISCOLL NO 2 1975--,
 OC2377'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST WHICH IS
 OC2377'FLUSH WITH THE GROUND.  IT IS 2.5 FEET SOUTHWEST OF A METAL
 OC2377'WITNESS POST, 4.8 FEET EAST OF A 16-INCH POPULAR TREE AND
 OC2377'29.5 FEET NORTH-NORTHEAST OF THE CENTERLINE OF STATE ROUTE 236.
 OC2377'
 OC2377'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED--DRISCOLL
 OC2377'AZ 1975--SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST
 OC2377'WHICH IS FLUSH WITH THE GROUND.  IT IS 1.8 FEET SOUTHEAST OF A
 OC2377'METAL WITNESS POST, 24.3 FEET NORTH-NORTHWEST OF AN 8-INCH
 OC2377'ELM TREE, 24.5 FEET NORTHEAST OF THE CENTERLINE OF STATE
 OC2377'ROUTE 236 AND 70.8 FEET EAST OF POWER POLE NUMBERED 34-C.
 OC2377'
 OC2377'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHERLY ON
 OC2377'STATE ROUTE 236 FOR 0.25 MILE TO THE AZIMUTH MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1659 ***********************************************************************
 QF1659  DESIGNATION -  DRY IBC
 QF1659  PID         -  QF1659
 QF1659  STATE/COUNTY-  ME/WASHINGTON
 QF1659  USGS QUAD   -  FOREST CITY (1988)
 QF1659
 QF1659                         *CURRENT SURVEY CONTROL
 QF1659  ___________________________________________________________________
 QF1659* NAD 83(1996)-  45 40 15.80416(N)    067 43 11.81486(W)     ADJUSTED  
 QF1659* NAVD 88     -       130.     (meters)     427.     (feet)  SCALED    
 QF1659  ___________________________________________________________________
 QF1659  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 QF1659  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 QF1659
 QF1659  HORZ ORDER  -  THIRD
 QF1659
 QF1659.The horizontal coordinates were established by classical geodetic methods
 QF1659.and adjusted by the National Geodetic Survey in March 1998..
 QF1659
 QF1659.The orthometric height was scaled from a topographic map.
 QF1659
 QF1659.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1659
 QF1659.The geoid height was determined by GEOID03.
 QF1659
 QF1659;                    North         East     Units Scale Factor Converg.
 QF1659;SPC ME E     -   223,012.148   360,776.305   MT  0.99994540   +0 33 28.9
 QF1659;UTM  19      - 5,058,297.459   599,702.869   MT  0.99972221   +0 54 56.7
 QF1659
 QF1659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1659!SPC ME E     -   0.99998338  x   0.99994540  =   0.99992878
 QF1659!UTM  19      -   0.99998338  x   0.99972221  =   0.99970559
 QF1659
 QF1659:                Primary Azimuth Mark                     Grid Az
 QF1659:SPC ME E     -  REFERENCE MON 65=LUNCH                   266 24 30.8
 QF1659:UTM  19      -  REFERENCE MON 65=LUNCH                   266 03 03.0
 QF1659
 QF1659|---------------------------------------------------------------------|
 QF1659| PID    Reference Object                     Distance      Geod. Az  |
 QF1659|                                                           dddmmss.s |
 QF1659| QF1675 REFERENCE MON 65=LUNCH              435.578 METERS 2665759.7 |
 QF1659|---------------------------------------------------------------------|
 QF1659
 QF1659                          SUPERSEDED SURVEY CONTROL
 QF1659
 QF1659  NAD 83(1992)-  45 40 15.80108(N)    067 43 11.81329(W) AD(       ) 3
 QF1659  NAD 83(1986)-  45 40 15.80532(N)    067 43 11.82921(W) AD(       ) 3
 QF1659  NAD 27      -  45 40 15.58600(N)    067 43 13.80000(W) AD(       ) 3
 QF1659
 QF1659.Superseded values are not recommended for survey control.
 QF1659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1659.See file dsdata.txt to determine how the superseded data were derived.
 QF1659
 QF1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9970358297(NAD 83)
 QF1659_MARKER: DD = SURVEY DISK
 QF1659_SETTING: 80 = SET IN A BOULDER
 QF1659_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF1659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1659+STABILITY: SURFACE MOTION
 QF1659
 QF1659  HISTORY     - Date     Condition        Report By
 QF1659  HISTORY     - 1912     MONUMENTED       IBC
 QF1659  HISTORY     - 1955     GOOD             IBC
 QF1659  HISTORY     - 1972     GOOD             IBC
 QF1659
 QF1659                          STATION DESCRIPTION
 QF1659
 QF1659'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (AJB)
 QF1659'ON THE E SHORE OF MUD LAKE, ABOUT 3/4 MILE NE OF FOREST CITY, AT THE
 QF1659'FOOT OF A STEEP BANK JUST S OF A PROMINENT POINT OF THE SHORELINE.
 QF1659'IT IS ON A FLAT - TOPPED ROCK 1.1 BY 1.2 METERS IN CROSS SECTION AND
 QF1659'6 INCHES HIGH AT THE EDGE OF A CLUMP OF SPRUCES, 15 FEET FROM THE
 QF1659'LAKE.
 QF1659'
 QF1659'STATION MARK IS A 3 - INCH COPPER DISK SET IN A DRILL HOLE IN THE
 QF1659'ROCK.  A CROSS WITHIN A TRIANGLE IS CUT ON THE LARGEST OF A PILE OF
 QF1659'ROCKS 3.47 METERS LAKEWARD FROM THE STATION.  ANOTHER CROSS WITHIN A
 QF1659'TRIANGLE IS CUT ON A LOW BOULDER ON THE SHORE 15.70 METERS N OF THE
 QF1659'STATION.
 QF1659
 QF1659                          STATION RECOVERY (1955)
 QF1659
 QF1659'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1659'STATION RECOVERED IN GOOD CONDITION.
 QF1659
 QF1659                          STATION RECOVERY (1972)
 QF1659
 QF1659'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1659'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1929 ***********************************************************************
 QF1929  DESIGNATION -  DRYBUSH TABLET IBC
 QF1929  PID         -  QF1929
 QF1929  STATE/COUNTY-  ME/AROOSTOOK
 QF1929  USGS QUAD   -  ORIENT (1989)
 QF1929
 QF1929                         *CURRENT SURVEY CONTROL
 QF1929  ___________________________________________________________________
 QF1929* NAD 83(1996)-  45 52 22.35576(N)    067 48 16.66671(W)     ADJUSTED  
 QF1929* NAVD 88     -       132.     (meters)     433.     (feet)  SCALED    
 QF1929  ___________________________________________________________________
 QF1929  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 QF1929  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 QF1929
 QF1929  HORZ ORDER  -  THIRD
 QF1929
 QF1929.The horizontal coordinates were established by classical geodetic methods
 QF1929.and adjusted by the National Geodetic Survey in March 1998..
 QF1929
 QF1929.The orthometric height was scaled from a topographic map.
 QF1929
 QF1929.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1929
 QF1929.The geoid height was determined by GEOID03.
 QF1929
 QF1929;                    North         East     Units Scale Factor Converg.
 QF1929;SPC ME E     -   245,380.739   353,983.469   MT  0.99993582   +0 29 56.9
 QF1929;UTM  19      - 5,080,618.071   592,771.841   MT  0.99970581   +0 51 29.1
 QF1929
 QF1929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1929!SPC ME E     -   0.99998304  x   0.99993582  =   0.99991886
 QF1929!UTM  19      -   0.99998304  x   0.99970581  =   0.99968885
 QF1929
 QF1929                          SUPERSEDED SURVEY CONTROL
 QF1929
 QF1929  NAD 83(1992)-  45 52 22.35306(N)    067 48 16.66214(W) AD(       ) 4
 QF1929  NAD 83(1986)-  45 52 22.26411(N)    067 48 16.72305(W) AD(       ) 4
 QF1929  NAD 27      -  45 52 22.19167(N)    067 48 18.48808(W) AD(       ) 3
 QF1929
 QF1929.Superseded values are not recommended for survey control.
 QF1929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1929.See file dsdata.txt to determine how the superseded data were derived.
 QF1929
 QF1929_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9277280618(NAD 83)
 QF1929_MARKER: DD = SURVEY DISK
 QF1929_SETTING: 80 = SET IN A BOULDER
 QF1929_SP_SET: SET IN A DRILL HOLE IN A BOULDER
 QF1929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1929+STABILITY: SURFACE MOTION
 QF1929
 QF1929  HISTORY     - Date     Condition        Report By
 QF1929  HISTORY     - 1912     MONUMENTED       IBC
 QF1929  HISTORY     - 1955     GOOD             IBC
 QF1929  HISTORY     - 1972     GOOD             IBC
 QF1929
 QF1929                          STATION DESCRIPTION
 QF1929
 QF1929'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (JEM)
 QF1929'ON THE HIGHER AND MORE NORTHERLY OF TWO BROWN ROCKS, 12 FEET OUTSIDE
 QF1929'THE SHORELINE OF MONUMENT BROOK AT HIGH WATER, ABOUT 100 FEET BELOW
 QF1929'THE MOUTH OF A SMALL BROOK, AND 2/5 MILE ABOVE THE MOUTH OF
 QF1929'GREENLEAF BROOK.
 QF1929'
 QF1929'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE SURROUNDED BY A
 QF1929'TRIANGLE CUT IN THE TOP OF THE PYRAMID - SHAPED ROCK WHOSE TOP IS
 QF1929'20 INCHES ABOVE HIGH WATER.
 QF1929
 QF1929                          STATION RECOVERY (1955)
 QF1929
 QF1929'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1929'STATION RECOVERED IN GOOD CONDITION.
 QF1929
 QF1929                          STATION RECOVERY (1972)
 QF1929
 QF1929'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1929'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0745 ***********************************************************************
 RF0745  DESIGNATION -  DRYTOWN
 RF0745  PID         -  RF0745
 RF0745  STATE/COUNTY-  ME/AROOSTOOK
 RF0745  USGS QUAD   -  FISH RIVER LAKE SW (1985)
 RF0745
 RF0745                         *CURRENT SURVEY CONTROL
 RF0745  ___________________________________________________________________
 RF0745* NAD 83(1996)-  46 47 09.87975(N)    068 57 47.25058(W)     ADJUSTED  
 RF0745* NAVD 88     -       609.0    (meters)    1998.     (feet)  VERTCON   
 RF0745  ___________________________________________________________________
 RF0745  LAPLACE CORR-           6.19  (seconds)                    DEFLEC99
 RF0745  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 RF0745
 RF0745  HORZ ORDER  -  SECOND
 RF0745
 RF0745.The horizontal coordinates were established by classical geodetic methods
 RF0745.and adjusted by the National Geodetic Survey in March 1998..
 RF0745
 RF0745.The NAVD 88 height was computed by applying the VERTCON shift value to
 RF0745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RF0745
 RF0745.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0745
 RF0745.The geoid height was determined by GEOID03.
 RF0745
 RF0745;                    North         East     Units Scale Factor Converg.
 RF0745;SPC ME E     -   346,748.980   264,639.772   MT  0.99991536   -0 20 15.1
 RF0745;UTM  19      - 5,181,392.808   502,814.601   MT  0.99960010   +0 01 36.7
 RF0745
 RF0745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0745!SPC ME E     -   0.99990841  x   0.99991536  =   0.99982378
 RF0745!UTM  19      -   0.99990841  x   0.99960010  =   0.99950855
 RF0745
 RF0745:                Primary Azimuth Mark                     Grid Az
 RF0745:SPC ME E     -  HORSESHOE                                187 21 26.1
 RF0745:UTM  19      -  HORSESHOE                                186 59 34.3
 RF0745
 RF0745|---------------------------------------------------------------------|
 RF0745| PID    Reference Object                     Distance      Geod. Az  |
 RF0745|                                                           dddmmss.s |
 RF0745| RF0742 HORSESHOE                           APPROX.22.0 KM 1870111.0 |
 RF0745| DA5400 DRYTOWN RM 1                         27.334 METERS 20211     |
 RF0745| DA5401 DRYTOWN RM 2                         19.175 METERS 26446     |
 RF0745|---------------------------------------------------------------------|
 RF0745
 RF0745                          SUPERSEDED SURVEY CONTROL
 RF0745
 RF0745  NAD 83(1992)-  46 47 09.87368(N)    068 57 47.24174(W) AD(       ) 2
 RF0745  NAD 83(1986)-  46 47 09.88000(N)    068 57 47.24539(W) AD(       ) 2
 RF0745  NAD 27      -  46 47 09.73630(N)    068 57 49.07300(W) AD(       ) 2
 RF0745  NGVD 29 (07/19/86)  609.1    (m)         1998.     (f) VERT ANG       
 RF0745
 RF0745.Superseded values are not recommended for survey control.
 RF0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0745.See file dsdata.txt to determine how the superseded data were derived.
 RF0745
 RF0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM0281581393(NAD 83)
 RF0745_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RF0745_SETTING: 66 = SET IN ROCK OUTCROP
 RF0745
 RF0745  HISTORY     - Date     Condition        Report By
 RF0745  HISTORY     - 1960     MONUMENTED       CGS
 RF0745
 RF0745                          STATION DESCRIPTION
 RF0745
 RF0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HRL)
 RF0745'STATION IS LOCATED ABOUT 23 MILES WEST OF PORTAGE, ON THE HIGHEST
 RF0745'POINT OF THE RIDGE BETWEEN THE SOUTH BRANCH FOX BROOK AND RIGHT
 RF0745'FORK TWENTYMILE BROOK.  IT IS ABOUT 2-1/2 MILES NORTH AND 1/2 MILE
 RF0745'WEST OF THE SOUTHEAST CORNER OF T.13 N., R.10 W. WHICH IS KNOWN
 RF0745'AS DRYTOWN.  IT IS 33 FEET NORTHEAST OF A 10 INCH MAPLE TREE THAT
 RF0745'HAS A METAL WITNESS SIGN NAILED TO IT AND AT THE END OF A WOODS
 RF0745'ROAD.  STATION, A STANDARD DISK STAMPED DRYTOWN 1960 IS
 RF0745'CEMENTED IN A DRILLHOLE IN OUTCROPPING BEDROCK THAT IS FLUSH
 RF0745'WITH THE GROUND.
 RF0745'
 RF0745'TO REACH THE STATION FROM ASHLAND, GO WEST ON STATE HIGHWAY 11 FOR
 RF0745'0.7 MILE TO A T-ROAD INTERSECTION AT THE WEST END OF THE AROOSTOOK
 RF0745'RIVER BRIDGE, TURN LEFT, SOUTHWEST ON TO A PAVED ROAD AND GO 0.6
 RF0745'MILE TO FORKS, TAKE RIGHT FORK AND GO WESTERLY ON GRAVELED ROAD
 RF0745'FOR 16.2 MILE TO FORKS, TAKE RIGHT FORK AND GO WESTERLY FOR 5.8
 RF0745'MILES TO FORKS, TAKE RIGHT FORK AND WESTERLY FOR 5.5 MILES TO
 RF0745'FORKS, TAKE RIGHT FORK NORTHERLY FOR 0.75 MILE TO A BRIDGE,
 RF0745'CROSS BRIDGE AND TURN LEFT, WEST FOR 2.85 MILE TO AN OLD SAWMILL
 RF0745'ON THE LEFT, CONTINUE AHEAD NORTHWEST ON MAIN TRAVELED ROAD FOR
 RF0745'3.5 MILES TO AN OLD SAWMILL ON THE RIGHT, CONTINUE AHEAD FOR 0.75
 RF0745'MILE TO FORKS, TAKE RIGHT FORK, CROSSING STREAM AND GO NORTH
 RF0745'FOR 1.65 MILES TO A SAWMILL ON THE RIGHT, TURN RIGHT PAST SAWMILL
 RF0745'AND GO EASTERLY FOR 1.4 MILES ON A WOODS ROAD TO THE END OF TRUCK
 RF0745'TRAVEL, FROM HERE PACK NORTHEAST UP HILL TO STATION AS
 RF0745'DESCRIBED.
 RF0745'
 RF0745'REFERENCE MARK NO. 1 IS A STANDARD DISK BRAZED TO THE TOP OF A
 RF0745'2 1/2X31 INCH CAST IRON PIPE THAT IS SET IN CONCRETE AND PROJECTS
 RF0745'8 INCHES ABOVE THE GROUND.  IT IS 26 FEET SOUTH OF AN 8 INCH FIR
 RF0745'TREE, 14 FEET WEST OF A 6 INCH FIR TREE AND ON THE WEST SLOPE OF
 RF0745'THE HILL AT THE SOUTH EDGE OF THE WOODS ROAD.  THE DISK IS
 RF0745'STAMPED DRYTOWN NO 1 1960.
 RF0745'
 RF0745'REFERENCE MARK NO. 2 IS A STANDARD DISK BRAZED TO THE TOP OF A
 RF0745'2 1/2X31 INCH CAST IRON PIPE THAT IS SET IN CONCRETE AND
 RF0745'PROJECTS 16 INCHES ABOVE THE GROUND.  IT IS 15 FEET NORTHWEST OF A
 RF0745'12 INCH PINE TREE AND 12 FEET NORTH OF A 6 INCH FIR TREE.  THE
 RF0745'DISK IS STAMPED DRYTOWN NO 2 1960.
 RF0745'
 RF0745'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1022 ***********************************************************************
 PD1022  DESIGNATION -  DUBLIN HILL CHURCH
 PD1022  PID         -  PD1022
 PD1022  STATE/COUNTY-  ME/WASHINGTON
 PD1022  USGS QUAD   -  MACHIAS (1977)
 PD1022
 PD1022                         *CURRENT SURVEY CONTROL
 PD1022  ___________________________________________________________________
 PD1022* NAD 83(1996)-  44 42 37.24519(N)    067 27 33.42318(W)     ADJUSTED  
 PD1022* NAVD 88     -                                                        
 PD1022  ___________________________________________________________________
 PD1022  LAPLACE CORR-           5.20  (seconds)                    DEFLEC99
 PD1022  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 PD1022
 PD1022  HORZ ORDER  -  THIRD
 PD1022
 PD1022.The horizontal coordinates were established by classical geodetic methods
 PD1022.and adjusted by the National Geodetic Survey in March 1998..
 PD1022
 PD1022
 PD1022.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1022
 PD1022.The geoid height was determined by GEOID03.
 PD1022
 PD1022;                    North         East     Units Scale Factor Converg.
 PD1022;SPC ME E     -   116,484.689   382,461.335   MT  0.99998359   +0 43 56.0
 PD1022;UTM  19      - 4,951,928.867   622,042.406   MT  0.99978316   +1 05 02.6
 PD1022
 PD1022                          SUPERSEDED SURVEY CONTROL
 PD1022
 PD1022  NAD 83(1992)-  44 42 37.24130(N)    067 27 33.42051(W) AD(       ) 4
 PD1022  NAD 83(1986)-  44 42 37.23740(N)    067 27 33.42287(W) AD(       ) 4
 PD1022  NAD 27      -  44 42 36.96000(N)    067 27 35.46000(W) AD(       ) 3
 PD1022
 PD1022.Superseded values are not recommended for survey control.
 PD1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1022.See file dsdata.txt to determine how the superseded data were derived.
 PD1022
 PD1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK2204251929(NAD 83)
 PD1022
 PD1022  HISTORY     - Date     Condition        Report By
 PD1022  HISTORY     - UNK      MONUMENTED
 PD1022  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD1022
 PD1022                          STATION DESCRIPTION
 PD1022
 PD1022'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD1022'STATION IS LOST.  THE CHURCH HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2033 ***********************************************************************
 PE2033  DESIGNATION -  DUCK HARBOR MOUNTAIN 1868
 PE2033  PID         -  PE2033
 PE2033  STATE/COUNTY-  ME/KNOX
 PE2033  USGS QUAD   -  ISLE AU HAUT WEST (1983)
 PE2033
 PE2033                         *CURRENT SURVEY CONTROL
 PE2033  ___________________________________________________________________
 PE2033* NAD 83(1996)-  44 01 23.14223(N)    068 38 57.18167(W)     ADJUSTED  
 PE2033* NAVD 88     -        96.     (meters)     315.     (feet)  SCALED    
 PE2033  ___________________________________________________________________
 PE2033  LAPLACE CORR-           3.02  (seconds)                    DEFLEC99
 PE2033  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 PE2033
 PE2033  HORZ ORDER  -  THIRD
 PE2033
 PE2033.The horizontal coordinates were established by classical geodetic methods
 PE2033.and adjusted by the National Geodetic Survey in March 1998..
 PE2033
 PE2033.The orthometric height was scaled from a topographic map.
 PE2033
 PE2033.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2033
 PE2033.The geoid height was determined by GEOID03.
 PE2033
 PE2033;                    North         East     Units Scale Factor Converg.
 PE2033;SPC ME E     -    39,609.344   288,037.701   MT  0.99990176   -0 06 13.3
 PE2033;UTM  19      - 4,874,497.770   528,112.799   MT  0.99960972   +0 14 37.6
 PE2033
 PE2033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2033!SPC ME E     -   0.99998885  x   0.99990176  =   0.99989061
 PE2033!UTM  19      -   0.99998885  x   0.99960972  =   0.99959858
 PE2033
 PE2033:                Primary Azimuth Mark                     Grid Az
 PE2033:SPC ME E     -  GREAT SPOON ISLAND                       072 44 07.7
 PE2033:UTM  19      -  GREAT SPOON ISLAND                       072 23 16.8
 PE2033
 PE2033|---------------------------------------------------------------------|
 PE2033| PID    Reference Object                     Distance      Geod. Az  |
 PE2033|                                                           dddmmss.s |
 PE2033| PE2008 GREAT SPOON ISLAND                  APPROX. 7.6 KM 0723754.4 |
 PE2033| PE2023 EAST HEAD FLAG                      APPROX. 2.9 KM 1094614.6 |
 PE2033| PE2031 WEST EAR IS FLAG                    APPROX. 2.2 KM 1925716.5 |
 PE2033| PE2028 KIMBALLS ISLAND FLAG                APPROX. 5.8 KM 3445636.6 |
 PE2033| PE2032 TRIAL POINT FLAG                    APPROX. 3.8 KM 3594717.6 |
 PE2033|---------------------------------------------------------------------|
 PE2033
 PE2033                          SUPERSEDED SURVEY CONTROL
 PE2033
 PE2033  NAD 83(1992)-  44 01 23.15206(N)    068 38 57.16271(W) AD(       ) 3
 PE2033  NAD 83(1986)-  44 01 23.15412(N)    068 38 57.16986(W) AD(       ) 3
 PE2033  NAD 27      -  44 01 22.85100(N)    068 38 59.08200(W) AD(       ) 3
 PE2033
 PE2033.Superseded values are not recommended for survey control.
 PE2033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2033.See file dsdata.txt to determine how the superseded data were derived.
 PE2033
 PE2033_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ2811374498(NAD 83)
 PE2033
 PE2033  HISTORY     - Date     Condition        Report By
 PE2033  HISTORY     - 1868     MONUMENTED       COASUR
 PE2033  HISTORY     - 1911     SEE DESCRIPTION  CGS
 PE2033  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2033  HISTORY     - 1956     SEE DESCRIPTION  CGS
 PE2033  HISTORY     - 1963     SEE DESCRIPTION  CGS
 PE2033  HISTORY     - 1983     GOOD             USPSQD
 PE2033
 PE2033                          STATION DESCRIPTION
 PE2033
 PE2033'DESCRIBED BY COAST AND GEODETIC SURVEY 1911
 PE2033'STATION IS ON THE ROCKY SUMMIT OF A HILL IN THE SOUTHWESTERN
 PE2033'PART OF ISLE AU HAUT.  IT IS ABOUT 1/2 MILE FROM THE WESTERN
 PE2033'SHORE OF THE ISLAND AND A SLIGHTLY GREATER DISTANCE FROM THE
 PE2033'S SHORE, ABOUT 0.4 MILE S OF DUCK HARBOR AND ABOUT 1-1/8 MILES
 PE2033'FROM THE EXTREME SW POINT OF WESTERN HEAD.  THE STATION IS
 PE2033'MARKED BY A HOLE DRILLED IN THE ROCK.
 PE2033
 PE2033                          STATION RECOVERY (1934)
 PE2033
 PE2033'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2033'STATION IS ON THE BARE ROCKY SUMMIT OF A HILL IN THE SW PART OF
 PE2033'ISLE AU HAUT, ABOUT 1/2 MILE FROM THE W SHORE OF THE ISLAND AND
 PE2033'ABOUT 1/2 MILE S OF DUCK HARBOR.  IT IS ON THE HIGHEST AND
 PE2033'NEXT TO THE MOST WESTERLY OF THE SEVERAL PEAKS ON THE HILL.
 PE2033'
 PE2033'A NEW STATION AND TWO NEW REFERENCE MARKS WERE
 PE2033'ESTABLISHED.  STATION AND REFERENCE MARKS ARE, STANDARD BRONZE
 PE2033'DISKS WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.  REFERENCE
 PE2033'MARK NO. 1 IS NE OF THE STATION AND REFERENCE MARK NO. 2 IS NW.
 PE2033
 PE2033                          STATION RECOVERY (1956)
 PE2033
 PE2033'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 PE2033'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 PE2033'IN GOOD CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE
 PE2033'VERIFIED.  THE 1934 RECOVERY NOTE BY K.G.C. IS ADEQUATE AND
 PE2033'COMPLETE WITH THE FOLLOWING ADDITIONS--
 PE2033'
 PE2033'THE STATION MARK IS STAMPED DUCK HARBOR MOUNTAIN 1868 1911
 PE2033'1934.  THE REFERENCE MARKS ARE STAMPED DUCK HARBOR MOUNTAIN
 PE2033'1868 1911 1934 NO 1 AND NO 2, RESPECTIVELY.
 PE2033
 PE2033                          STATION RECOVERY (1963)
 PE2033
 PE2033'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (GAM)
 PE2033'STATION NOT OCCUPIED.
 PE2033'
 PE2033'THE STATION WAS RECOVERED AND THE STATION MARK AND BOTH
 PE2033'REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 PE2033'
 PE2033'THE STATION IS LOCATED ON TOP OF A BARE ROCKY SUMMIT, LOCALLY
 PE2033'KNOWN AS DUCK HARBOR MOUNTAIN, IN THE SOUTHWESTERN PART OF
 PE2033'ISLE AU HAUT.
 PE2033'
 PE2033'TO REACH THE STATION FROM THE POST OFFICE IN THE VILLAGE OF
 PE2033'ISLE AU HAUT GO SOUTHERLY ON A BLACK TOP ROAD (THIS ROAD BECOMES
 PE2033'A GRADED ROAD) FOR ABOUT 6 MILES TO THE END OF TRUCK
 PE2033'TRAVEL.  FROM HERE PACK SOUTHEASTERLY UP THE STEEP ROCKY
 PE2033'NORTHERN FACE OF THE MOUNTAIN UNTIL REACHING THE TOP.  THENCE
 PE2033'PACK EASTERLY ACROSS THE TOP TO A SLIGHTLY HIGHER ELEVATION AT
 PE2033'THE EASTERN EDGE OF THE SUMMIT TO THE STATION.
 PE2033'
 PE2033'PACKING TIME ABOUT 45 MINUTES.
 PE2033
 PE2033                          STATION RECOVERY (1983)
 PE2033
 PE2033'RECOVERY NOTE BY US POWER SQUADRON 1983 (AP)
 PE2033'DUCK HARBOR MOUNTAIN 1868 1911 1934 DUCK HARBOR MOUNTAIN NO 1 1868
 PE2033'1911 1934 DUCK HARBOR MOUNTAIN NO 2 1868 1911 1934 RECOVERED GOOD.
 PE2033'
 PE2033'THE STATION AND REFERENCE MARKS WERE ALL RECOVERED IN GOOD
 PE2033'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0729 ***********************************************************************
 PD0729  DESIGNATION -  DUCK IBC
 PD0729  PID         -  PD0729
 PD0729  STATE/COUNTY-  ME/WASHINGTON
 PD0729  USGS QUAD   -  LUBEC (1977)
 PD0729
 PD0729                         *CURRENT SURVEY CONTROL
 PD0729  ___________________________________________________________________
 PD0729* NAD 83(1996)-  44 50 33.41912(N)    066 57 45.63467(W)     ADJUSTED  
 PD0729* NAVD 88     -                                                        
 PD0729  ___________________________________________________________________
 PD0729  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 PD0729  GEOID HEIGHT-         -22.33  (meters)                     GEOID03
 PD0729
 PD0729  HORZ ORDER  -  THIRD
 PD0729
 PD0729.The horizontal coordinates were established by classical geodetic methods
 PD0729.and adjusted by the National Geodetic Survey in March 1998..
 PD0729
 PD0729
 PD0729.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0729
 PD0729.The geoid height was determined by GEOID03.
 PD0729
 PD0729;                    North         East     Units Scale Factor Converg.
 PD0729;SPC ME E     -   131,805.060   421,532.434   MT  1.00008157   +1 05 03.1
 PD0729;UTM  19      - 4,967,486.364   661,011.487   MT  0.99991880   +1 26 13.0
 PD0729
 PD0729:                Primary Azimuth Mark                     Grid Az
 PD0729:SPC ME E     -  LIFE SAVING STATION FLAGPOLE             197 05 58.4
 PD0729:UTM  19      -  LIFE SAVING STATION FLAGPOLE             196 44 48.5
 PD0729
 PD0729|---------------------------------------------------------------------|
 PD0729| PID    Reference Object                     Distance      Geod. Az  |
 PD0729|                                                           dddmmss.s |
 PD0729| PD0708 LIFE SAVING STATION FLAGPOLE        APPROX. 3.7 KM 1981101.5 |
 PD0729| PD0709 LUBEC CHANNEL LH FINIAL             APPROX. 1.1 KM 2662651.5 |
 PD0729| PD0700 LUBEC CHURCH SPIRE                  APPROX. 2.8 KM 3152303.5 |
 PD0729|---------------------------------------------------------------------|
 PD0729
 PD0729                          SUPERSEDED SURVEY CONTROL
 PD0729
 PD0729  NAD 83(1992)-  44 50 33.40988(N)    066 57 45.63894(W) AD(       ) 3
 PD0729  NAD 83(1986)-  44 50 33.40389(N)    066 57 45.64117(W) AD(       ) 3
 PD0729  NAD 27      -  44 50 33.11800(N)    066 57 47.73300(W) AD(       ) 3
 PD0729
 PD0729.Superseded values are not recommended for survey control.
 PD0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0729.See file dsdata.txt to determine how the superseded data were derived.
 PD0729
 PD0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK6101167486(NAD 83)
 PD0729_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PD0729_SETTING: 66 = SET IN ROCK OUTCROP
 PD0729_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 PD0729_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0729_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0729+STABILITY: POSITION/ELEVATION WELL
 PD0729
 PD0729  HISTORY     - Date     Condition        Report By
 PD0729  HISTORY     - 1913     MONUMENTED       IBC
 PD0729  HISTORY     - 1972     POOR             IBC
 PD0729  HISTORY     - 1985     POOR             NOS
 PD0729
 PD0729                          STATION DESCRIPTION
 PD0729
 PD0729'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1913 (JEM)
 PD0729'IN PASSAMAQUODDY BAY, 1-3/4 MILES SE OF LUBEC, ME, ON THE INNERMOST
 PD0729'AND LARGEST OF THE DUCK ISLANDS, LYING OFF THE SW COAST OF CAMPOBELLO
 PD0729'ISLAND AND ABREAST OF THE MOUTH OF LITTLE DUCK POND.  THE STATION IS
 PD0729'NEARLY IN THE CENTER OF THE FACE OF THE ISLAND DIRECTED TOWARDS THE
 PD0729'UNITED STATES SHORE, ON A LARGE GRANITE LEDGE, A LITTLE ABOVE HIGH
 PD0729'WATER, AND 3 METERS OUTSIDE THE LINE OF VEGETATION.
 PD0729'
 PD0729'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE IN THE LEDGE.
 PD0729
 PD0729                          STATION RECOVERY (1972)
 PD0729
 PD0729'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 PD0729'THE STATION WAS RECOVERED AS DESCRIBED EXCEPT THAT THE DISC IS VERY
 PD0729'DEFACED AND ABOUT ONE THIRD OF IT IS MISSING.
 PD0729
 PD0729                          STATION RECOVERY (1985)
 PD0729
 PD0729'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1985 (WVH)
 PD0729'THE STATION WAS RECOVERED AT THIS DATE.
 PD0729'IT IS LOCATED ON THE WESTERN EDGE OF THE NORTHERN OF THE TWO
 PD0729'DUCK ISLANDS OFF THE SOUTHWEST COAST OF CAMPOBELLO ISLAND.  IT IS
 PD0729'1.5 MILES SOUTHEAST OF LUBEC AND 0.7 MILES EAST OF LUBEC LIGHTHOUSE.
 PD0729'IT IS A U.S. AND C. BOUNDARY SURVEY DISK AND IS SET IN A DRILL
 PD0729'HOLE IN BEDROCK AT THE EDGE OF THE ISLAND.  ABOUT ONE THIRD OF THE
 PD0729'DISK IS MISSING.
 PD0729'
 PD0729'RECOVERED BY G.E.L.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1399 ***********************************************************************
 QF1399  DESIGNATION -  DUCK IBC
 QF1399  PID         -  QF1399
 QF1399  STATE/COUNTY-  ME/WASHINGTON
 QF1399  USGS QUAD   -  LOON BAY (1988)
 QF1399
 QF1399                         *CURRENT SURVEY CONTROL
 QF1399  ___________________________________________________________________
 QF1399* NAD 83(1996)-  45 29 47.34584(N)    067 28 08.50818(W)     ADJUSTED  
 QF1399* NAVD 88     -        94.     (meters)     308.     (feet)  SCALED    
 QF1399  ___________________________________________________________________
 QF1399  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 QF1399  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 QF1399
 QF1399  HORZ ORDER  -  THIRD
 QF1399
 QF1399.The horizontal coordinates were established by classical geodetic methods
 QF1399.and adjusted by the National Geodetic Survey in March 1998..
 QF1399
 QF1399.The orthometric height was scaled from a topographic map.
 QF1399
 QF1399.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1399
 QF1399.The geoid height was determined by GEOID03.
 QF1399
 QF1399;                    North         East     Units Scale Factor Converg.
 QF1399;SPC ME E     -   203,832.722   380,575.502   MT  0.99997980   +0 44 07.2
 QF1399;UTM  19      - 5,039,245.913   619,617.001   MT  0.99977592   +1 05 31.3
 QF1399
 QF1399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1399!SPC ME E     -   0.99998900  x   0.99997980  =   0.99996880
 QF1399!UTM  19      -   0.99998900  x   0.99977592  =   0.99976492
 QF1399
 QF1399                          SUPERSEDED SURVEY CONTROL
 QF1399
 QF1399  NAD 83(1992)-  45 29 47.34227(N)    067 28 08.50412(W) AD(       ) 3
 QF1399  NAD 83(1986)-  45 29 47.34589(N)    067 28 08.51259(W) AD(       ) 3
 QF1399  NAD 27      -  45 29 47.09600(N)    067 28 10.53300(W) AD(       ) 3
 QF1399
 QF1399.Superseded values are not recommended for survey control.
 QF1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1399.See file dsdata.txt to determine how the superseded data were derived.
 QF1399
 QF1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL1961739246(NAD 83)
 QF1399_MARKER: DH = HORIZONTAL CONTROL DISK
 QF1399_SETTING: 80 = SET IN A BOULDER
 QF1399_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF1399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1399+STABILITY: SURFACE MOTION
 QF1399
 QF1399  HISTORY     - Date     Condition        Report By
 QF1399  HISTORY     - 1924     MONUMENTED       IBC
 QF1399
 QF1399                          STATION DESCRIPTION
 QF1399
 QF1399'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1924 (JH)
 QF1399'ON THE N BANK OF THE ST CROIX RIVER, ON THE W SIDE OF DUCK POINT,
 QF1399'ABOUT 200 METERS ABOVE THE UPPER REACH OF CEDAR ISLAND RIPS, AND
 QF1399'NEAR THE OLD DUCK POINT RIVER DRIVERS CAMP.  IT IS 72 METERS
 QF1399'DOWNSTREAM FROM REFERENCE MONUMENT 148, AT THE EDGE OF THE STREAM,
 QF1399'ON A BOULDER 1.2 BY 1.2 METERS IN SIZE AND 0.9 METER HIGH.
 QF1399'
 QF1399'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE IN THE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1648 ***********************************************************************
 QF1648  DESIGNATION -  DUCK IBC
 QF1648  PID         -  QF1648
 QF1648  STATE/COUNTY-  ME/WASHINGTON
 QF1648  USGS QUAD   -  FOREST CITY (1988)
 QF1648
 QF1648                         *CURRENT SURVEY CONTROL
 QF1648  ___________________________________________________________________
 QF1648* NAD 83(1996)-  45 40 31.37123(N)    067 42 34.95252(W)     ADJUSTED  
 QF1648* NAVD 88     -       119.     (meters)     390.     (feet)  SCALED    
 QF1648  ___________________________________________________________________
 QF1648  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 QF1648  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 QF1648
 QF1648  HORZ ORDER  -  THIRD
 QF1648
 QF1648.The horizontal coordinates were established by classical geodetic methods
 QF1648.and adjusted by the National Geodetic Survey in March 1998..
 QF1648
 QF1648.The orthometric height was scaled from a topographic map.
 QF1648
 QF1648.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1648
 QF1648.The geoid height was determined by GEOID03.
 QF1648
 QF1648;                    North         East     Units Scale Factor Converg.
 QF1648;SPC ME E     -   223,500.531   361,569.357   MT  0.99994659   +0 33 55.4
 QF1648;UTM  19      - 5,058,790.675   600,492.680   MT  0.99972416   +0 55 23.3
 QF1648
 QF1648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1648!SPC ME E     -   0.99998510  x   0.99994659  =   0.99993169
 QF1648!UTM  19      -   0.99998510  x   0.99972416  =   0.99970927
 QF1648
 QF1648:                Primary Azimuth Mark                     Grid Az
 QF1648:SPC ME E     -  UPPER                                    018 38 29.1
 QF1648:UTM  19      -  UPPER                                    018 17 01.2
 QF1648
 QF1648|---------------------------------------------------------------------|
 QF1648| PID    Reference Object                     Distance      Geod. Az  |
 QF1648|                                                           dddmmss.s |
 QF1648| QF1646 UPPER                               440.710 METERS 0191224.5 |
 QF1648| QF1645 REFERENCE MON 80=MINK               417.504 METERS 1574830.3 |
 QF1648| QF1649 REFERENCE MON 78=LOST               APPROX. 0.5 KM 3301043.4 |
 QF1648|---------------------------------------------------------------------|
 QF1648
 QF1648                          SUPERSEDED SURVEY CONTROL
 QF1648
 QF1648  NAD 83(1992)-  45 40 31.36826(N)    067 42 34.95080(W) AD(       ) 3
 QF1648  NAD 83(1986)-  45 40 31.37285(N)    067 42 34.96653(W) AD(       ) 3
 QF1648  NAD 27      -  45 40 31.15400(N)    067 42 36.93900(W) AD(       ) 3
 QF1648
 QF1648.Superseded values are not recommended for survey control.
 QF1648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1648.See file dsdata.txt to determine how the superseded data were derived.
 QF1648
 QF1648_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL0049358791(NAD 83)
 QF1648_MARKER: DD = SURVEY DISK
 QF1648_SETTING: 80 = SET IN A BOULDER
 QF1648_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF1648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1648+STABILITY: SURFACE MOTION
 QF1648
 QF1648  HISTORY     - Date     Condition        Report By
 QF1648  HISTORY     - 1912     MONUMENTED       IBC
 QF1648  HISTORY     - 1955     GOOD             IBC
 QF1648
 QF1648                          STATION DESCRIPTION
 QF1648
 QF1648'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (AJB)
 QF1648'ON THE W SHORE OF SPEDNIK LAKE, 0.35 MILE S OF THE ENTRANCE TO THE
 QF1648'BAY INTO WHICH THE RIVER FROM MUD LAKE FLOWS, AND 1.15 MILES N OF
 QF1648'FOREST CITY LANDING.  IT IS IN THE EDGE OF THE WOODS, A SHORT
 QF1648'DISTANCE FROM THE SHORE, AND IS OPPOSITE THE LOWER END OF THE
 QF1648'TIMBERED PART OF THE FIRST ISLAND ABOVE FOREST CITY LANDING.
 QF1648'STATION IS AT HIGH - WATER LINE, 125 FEET S OF THE POINT OF WOODS
 QF1648'OPPOSITE THE ISLAND.  THERE IS A LARGER POINTED ROCK 4 FEET NE.
 QF1648'
 QF1648'STATION MARK IS A COPPER DISK SET IN A DRILL HOLE IN A ROCK 2.1
 QF1648'METERS LONG, 1.5 METERS WIDE, AND 0.9 METER HIGH.  A CROSS WITHIN A
 QF1648'TRIANGLE IS CUT IN A ROCK 6.34 METERS DOWNSTREAM FROM THE STATION.  A
 QF1648'CROSS IS CUT IN A ROCK 2.62 METERS LAKEWARD FROM THE STATION, AND
 QF1648'ANOTHER SIMILAR MARK IS CUT IN A ROCK 2.81 METERS INLAND FROM THE
 QF1648'STATION.
 QF1648
 QF1648                          STATION RECOVERY (1955)
 QF1648
 QF1648'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1648'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2164 ***********************************************************************
 OC2164  DESIGNATION -  DUCK ISLAND 1917
 OC2164  PID         -  OC2164
 OC2164  STATE/COUNTY-  ME/YORK
 OC2164  USGS QUAD   -  ISLES OF SHOALS (1973)
 OC2164
 OC2164                         *CURRENT SURVEY CONTROL
 OC2164  ___________________________________________________________________
 OC2164* NAD 83(1996)-  43 00 17.51002(N)    070 36 14.86580(W)     ADJUSTED  
 OC2164* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 OC2164  ___________________________________________________________________
 OC2164  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 OC2164  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 OC2164
 OC2164  HORZ ORDER  -  THIRD
 OC2164
 OC2164.The horizontal coordinates were established by classical geodetic methods
 OC2164.and adjusted by the National Geodetic Survey in March 1998..
 OC2164
 OC2164.The orthometric height was scaled from a topographic map.
 OC2164
 OC2164.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2164
 OC2164.The geoid height was determined by GEOID03.
 OC2164
 OC2164;                    North         East     Units Scale Factor Converg.
 OC2164;SPC ME W     -    19,147.766   864,332.844   MT  0.99998231   -0 17 54.2
 OC2164;SPC NH       -    56,630.323   386,630.951   MT  1.00005896   +0 43 29.1
 OC2164;SPC NH       -   185,794.65  1,268,471.71   sFT  1.00005896   +0 43 29.1
 OC2164;UTM  19      - 4,762,603.399   369,259.152   MT  0.99981028   -1 05 39.4
 OC2164
 OC2164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2164!SPC ME W     -   1.00000373  x   0.99998231  =   0.99998604
 OC2164!SPC NH       -   1.00000373  x   1.00005896  =   1.00006269
 OC2164!UTM  19      -   1.00000373  x   0.99981028  =   0.99981401
 OC2164
 OC2164:                Primary Azimuth Mark                     Grid Az
 OC2164:SPC ME W     -  YORK LEDGE SPINDLE                       006 17 03.8
 OC2164:SPC NH       -  YORK LEDGE SPINDLE                       005 15 40.5
 OC2164:UTM  19      -  YORK LEDGE SPINDLE                       007 04 49.0
 OC2164
 OC2164|---------------------------------------------------------------------|
 OC2164| PID    Reference Object                     Distance      Geod. Az  |
 OC2164|                                                           dddmmss.s |
 OC2164| OC2162 YORK LEDGE SPINDLE                  APPROX. 9.9 KM 0055909.6 |
 OC2164| OC2161 MINGO ROCK                          485.594 METERS 1404303.4 |
 OC2164| MY4792 CARN                                APPROX. 2.5 KM 1793013.3 |
 OC2164| MY4798 AP 1917                             APPROX. 2.1 KM 2010957.3 |
 OC2164| MY4800 PEL                                 APPROX. 1.6 KM 2112320.0 |
 OC2164| OC2302 PORTSMOUTH NAVY YD WIRELESS 1       APPROX.13.1 KM 3064944.2 |
 OC2164| OC2274 PORTSMOUTH NAVY YARD STANDPIPE      APPROX.13.1 KM 3070123.3 |
 OC2164| OC2301 PORTSMOUTH NAVY YD WIRELESS 2       APPROX.13.1 KM 3070404.1 |
 OC2164| OC2205 CAS                                 APPROX.13.1 KM 3473810.3 |
 OC2164| OC2311 DOM                                 APPROX.14.8 KM 3511428.7 |
 OC2164|---------------------------------------------------------------------|
 OC2164
 OC2164                          SUPERSEDED SURVEY CONTROL
 OC2164
 OC2164  NAD 83(1992)-  43 00 17.50946(N)    070 36 14.86659(W) AD(       ) 3
 OC2164  NAD 83(1986)-  43 00 17.51231(N)    070 36 14.87058(W) AD(       ) 3
 OC2164  NAD 27      -  43 00 17.17500(N)    070 36 16.69100(W) AD(       ) 3
 OC2164
 OC2164.Superseded values are not recommended for survey control.
 OC2164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2164.See file dsdata.txt to determine how the superseded data were derived.
 OC2164
 OC2164_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH6925962603(NAD 83)
 OC2164_MARKER: DH = HORIZONTAL CONTROL DISK
 OC2164_SETTING: 66 = SET IN ROCK OUTCROP
 OC2164_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 OC2164_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC2164+STABILITY: POSITION/ELEVATION WELL
 OC2164
 OC2164  HISTORY     - Date     Condition        Report By
 OC2164  HISTORY     - 1917     MONUMENTED       CGS
 OC2164  HISTORY     - 1928     GOOD             CGS
 OC2164  HISTORY     - 1928     GOOD             CGS
 OC2164  HISTORY     - 1943     GOOD             CGS
 OC2164
 OC2164                          STATION DESCRIPTION
 OC2164
 OC2164'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (GCM)
 OC2164'STATION MARK RECOVERED IN GOOD CONDITION.  ONE REFERENCE MARK
 OC2164'RECOVERED.  OTHER REFERENCE MARK MISSING.  STATION IS LOCATED
 OC2164'ON ROCK LEDGE ABOUT 1/3 LENGTH OF ISLAND FROM EASTERN END AND
 OC2164'THREE METERS W OF HIGHEST POINT IN VICINITY.  ON THE CENTER OF
 OC2164'TRIANGLE FORMED BY THREE EYEBOLTS.
 OC2164'
 OC2164'FIVE ADDITIONAL REFERENCE MARKS WERE ESTABLISHED ON THE EYEBOLTS
 OC2164'USED FOR ANCHORING THE GUYS OF THE DUCK ISLAND BEACON.  EACH
 OC2164'MARK IS A CROSS IN THE CENTER OF THE TOP OF THE EYE.
 OC2164'
 OC2164'REFERENCE MARK NO. 1 (ORIGINAL) DISTANT 22.70 BEARS 160 DEG
 OC2164'TRUE.  REFERENCE MARK NO. 2 (ORIGINAL), DESTROYED.  REFERENCE
 OC2164'MARK NO. 3 (NEW), DISTANT 18.15 BEARS 150 DEG TRUE.  REFERENCE
 OC2164'MARK NO. 4 (NEW), DISTANT 3.22 BEARS 75 DEG TRUE.  REFERENCE
 OC2164'MARK NO. 5 (NEW), DISTANT 3.15 BEARS 195 DEG TRUE.  REFERENCE
 OC2164'MARK NO. 6 (NEW), DISTANT 19.46 BEARS 254 DEG TRUE.  REFERENCE
 OC2164'MARK NO. 7 (NEW), DISTANT 3.35 BEARS 320 DEG TRUE.
 OC2164
 OC2164                          STATION RECOVERY (1928)
 OC2164
 OC2164'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928 (CKG)
 OC2164'DUCK ISLAND RECOVERED BY LT. G.C. MATTISON AND SIGNAL BUILT
 OC2164'BY HIM.  THIS PARTY OCCUPIED THE MARK UNDER THE SIGNAL.
 OC2164
 OC2164                          STATION RECOVERY (1943)
 OC2164
 OC2164'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 OC2164'STATION RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS--
 OC2164'
 OC2164'STATION IS LOCATED ABOUT 1/3 THE LENGTH OF THE ISLAND FROM THE
 OC2164'E END OF DUCK ISLAND, ABOUT 3 METERS W OF THE HIGHEST POINT
 OC2164'IN THE VICINITY AND IN THE CENTER OF A TRIANGLE FORMED BY 3
 OC2164'EYE BOLTS WHICH WERE ORIGINALLY USED TO GUY A BEACON.
 OC2164'
 OC2164'STATION MARK IS A BRONZE STATION DISK, STAMPED DUCK 1917 AND
 OC2164'SET IN A DRILL HOLE IN THE LEDGE FORMING THE TOP OF THE RIDGE.
 OC2164'
 OC2164'REFERENCE MARK 1 IS A COPPER BOLT WITH A CROSS CUT IN THE TOP
 OC2164'SET IN THE TOP OF A LARGE NECK.
 OC2164'
 OC2164'REFERENCE MARKS 3, 4, 5, 6, 7, AND 8 ARE OLD EYE BOLTS WITH A
 OC2164'CROSS STAMPED ON THE TOP.
 OC2164'
 OC2164'REFERENCE MARK 1, DISTANT 22.683 METERS, BEARS 160 DEG TRUE.
 OC2164'
 OC2164'REFERENCE MARK 3, DISTANT 25.093 METERS, BEARS 138 DEG TRUE.
 OC2164'
 OC2164'REFERENCE MARK 4, DISTANT 3.217 METERS, BEARS 75 DEG TRUE.
 OC2164'
 OC2164'REFERENCE MARK 5, DISTANT 3.158 METERS, BEARS 195 DEG TRUE.
 OC2164'
 OC2164'REFERENCE MARK 6, DISTANT 19.427 METERS, BEARS 254 DEG TRUE.
 OC2164'
 OC2164'REFERENCE MARK 7, DISTANT 3.345 METERS, BEARS 320 DEG TRUE.
 OC2164'
 OC2164'REFERENCE MARK 8, DISTANT 18.138 METERS, BEARS 15 DEG TRUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2163 ***********************************************************************
 OC2163  DESIGNATION -  DUCK ISLAND BEACON
 OC2163  PID         -  OC2163
 OC2163  STATE/COUNTY-  ME/YORK
 OC2163  USGS QUAD   -  ISLES OF SHOALS (1973)
 OC2163
 OC2163                         *CURRENT SURVEY CONTROL
 OC2163  ___________________________________________________________________
 OC2163* NAD 83(1996)-  43 00 17.51174(N)    070 36 14.87716(W)     ADJUSTED  
 OC2163* NAVD 88     -                                                        
 OC2163  ___________________________________________________________________
 OC2163  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 OC2163  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 OC2163
 OC2163  HORZ ORDER  -  THIRD
 OC2163
 OC2163.The horizontal coordinates were established by classical geodetic methods
 OC2163.and adjusted by the National Geodetic Survey in March 1998..
 OC2163
 OC2163
 OC2163.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2163
 OC2163.The geoid height was determined by GEOID03.
 OC2163
 OC2163;                    North         East     Units Scale Factor Converg.
 OC2163;SPC ME W     -    19,147.820   864,332.587   MT  0.99998231   -0 17 54.2
 OC2163;UTM  19      - 4,762,603.457   369,258.896   MT  0.99981028   -1 05 39.4
 OC2163
 OC2163                          SUPERSEDED SURVEY CONTROL
 OC2163
 OC2163  NAD 83(1992)-  43 00 17.51116(N)    070 36 14.87788(W) AD(       ) 4
 OC2163  NAD 83(1986)-  43 00 17.51304(N)    070 36 14.88132(W) AD(       ) 4
 OC2163  NAD 27      -  43 00 17.22300(N)    070 36 16.75700(W) AD(       ) 3
 OC2163
 OC2163.Superseded values are not recommended for survey control.
 OC2163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2163.See file dsdata.txt to determine how the superseded data were derived.
 OC2163
 OC2163_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH6925962603(NAD 83)
 OC2163
 OC2163  HISTORY     - Date     Condition        Report By
 OC2163  HISTORY     - UNK      MONUMENTED
 OC2163  HISTORY     - 1919     SEE DESCRIPTION  CGS
 OC2163  HISTORY     - 1928     SEE DESCRIPTION  CGS
 OC2163
 OC2163                          STATION DESCRIPTION
 OC2163
 OC2163'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (JHH)
 OC2163'RECOVERED AS DESCRIBED.
 OC2163
 OC2163                          STATION RECOVERY (1928)
 OC2163
 OC2163'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928 (GCM)
 OC2163'STATION DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0381 ***********************************************************************
 OB0381  DESIGNATION -  DUCK ROCK DAYBEACON
 OB0381  PID         -  OB0381
 OB0381  STATE/COUNTY-  ME/LINCOLN
 OB0381  USGS QUAD   -  MONHEGAN (1979)
 OB0381
 OB0381                         *CURRENT SURVEY CONTROL
 OB0381  ___________________________________________________________________
 OB0381* NAD 83(1996)-  43 46 35.14170(N)    069 19 39.97603(W)     ADJUSTED  
 OB0381* NAVD 88     -        47.     (meters)     154.     (feet)  SCALED    
 OB0381  ___________________________________________________________________
 OB0381  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 OB0381  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 OB0381
 OB0381  HORZ ORDER  -  THIRD
 OB0381
 OB0381.The horizontal coordinates were established by classical geodetic methods
 OB0381.and adjusted by the National Geodetic Survey in March 1998..
 OB0381
 OB0381.The orthometric height was scaled from a topographic map.
 OB0381
 OB0381.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0381
 OB0381.The geoid height was determined by GEOID03.
 OB0381
 OB0381;                    North         East     Units Scale Factor Converg.
 OB0381;SPC ME W     -   105,115.172   967,534.618   MT  1.00002274   +0 34 49.5
 OB0381;SPC ME E     -    12,527.069   233,365.391   MT  0.99995460   -0 34 21.8
 OB0381;UTM  19      - 4,847,093.905   473,622.758   MT  0.99960856   -0 13 36.4
 OB0381
 OB0381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0381!SPC ME W     -   0.99999664  x   1.00002274  =   1.00001938
 OB0381!SPC ME E     -   0.99999664  x   0.99995460  =   0.99995124
 OB0381!UTM  19      -   0.99999664  x   0.99960856  =   0.99960520
 OB0381
 OB0381:                Primary Azimuth Mark                     Grid Az
 OB0381:SPC ME W     -  OLD MAN LEDGE DAYBEACON                  007 29 43.1
 OB0381:SPC ME E     -  OLD MAN LEDGE DAYBEACON                  008 38 54.4
 OB0381:UTM  19      -  OLD MAN LEDGE DAYBEACON                  008 18 09.0
 OB0381
 OB0381|---------------------------------------------------------------------|
 OB0381| PID    Reference Object                     Distance      Geod. Az  |
 OB0381|                                                           dddmmss.s |
 OB0381| OB0379 OLD MAN LEDGE DAYBEACON             APPROX. 7.3 KM 0080432.6 |
 OB0381| OB0378 MONHEGAN LIGHT                      APPROX. 1.6 KM 1431846.3 |
 OB0381| OB0413 PEMAQUID LH                         APPROX.15.8 KM 2951140.8 |
 OB0381|---------------------------------------------------------------------|
 OB0381
 OB0381                          SUPERSEDED SURVEY CONTROL
 OB0381
 OB0381  NAD 83(1992)-  43 46 35.13735(N)    069 19 39.95992(W) AD(       ) 3
 OB0381  NAD 83(1986)-  43 46 35.14278(N)    069 19 39.96706(W) AD(       ) 3
 OB0381  NAD 27      -  43 46 34.81400(N)    069 19 41.81500(W) AD(       ) 3
 OB0381
 OB0381.Superseded values are not recommended for survey control.
 OB0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0381.See file dsdata.txt to determine how the superseded data were derived.
 OB0381
 OB0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ7362347094(NAD 83)
 OB0381_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OB0381+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2005
 OB0381
 OB0381  HISTORY     - Date     Condition        Report By
 OB0381  HISTORY     - 1953     MONUMENTED       CGS
 OB0381  HISTORY     - 20050904 GOOD             GEOCAC
 OB0381
 OB0381                          STATION DESCRIPTION
 OB0381
 OB0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (PT)
 OB0381'THE STATION IS LOCATED AT MONHEGAN, ABOUT 1.0 MI. NW OF THE
 OB0381'LIGHTHOUSE, AND ON THE W ONE OF TWO ROCKS.  THE STATION IS A
 OB0381'BLACK SLATTED TRIPOD, WHICH IS ABOUT 47 FT. HIGH.
 OB0381
 OB0381                          STATION RECOVERY (2005)
 OB0381
 OB0381'RECOVERY NOTE BY GEOCACHING 2005 (TAK)
 OB0381'HANDHELD COORDINATES ARE N 44 23 16.0  W 071 10 34.3
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2256 ***********************************************************************
 PE2256  DESIGNATION -  DUCK TRAP CHURCH SPIRE
 PE2256  PID         -  PE2256
 PE2256  STATE/COUNTY-  ME/WALDO
 PE2256  USGS QUAD   -  LINCOLNVILLE (1973)
 PE2256
 PE2256                         *CURRENT SURVEY CONTROL
 PE2256  ___________________________________________________________________
 PE2256* NAD 83(1996)-  44 17 27.16837(N)    069 00 29.52376(W)     ADJUSTED  
 PE2256* NAVD 88     -                                                        
 PE2256  ___________________________________________________________________
 PE2256  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 PE2256  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 PE2256
 PE2256  HORZ ORDER  -  THIRD
 PE2256
 PE2256.The horizontal coordinates were established by classical geodetic methods
 PE2256.and adjusted by the National Geodetic Survey in March 1998..
 PE2256
 PE2256
 PE2256.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2256
 PE2256.The geoid height was determined by GEOID03.
 PE2256
 PE2256;                    North         East     Units Scale Factor Converg.
 PE2256;SPC ME E     -    69,476.163   259,442.839   MT  0.99992022   -0 21 17.6
 PE2256;UTM  19      - 4,904,181.111   499,345.709   MT  0.99960001   -0 00 20.6
 PE2256
 PE2256                          SUPERSEDED SURVEY CONTROL
 PE2256
 PE2256  NAD 83(1992)-  44 17 27.17346(N)    069 00 29.50287(W) AD(       ) 4
 PE2256  NAD 83(1986)-  44 17 27.17768(N)    069 00 29.50604(W) AD(       ) 4
 PE2256  NAD 27      -  44 17 26.89000(N)    069 00 31.37600(W) AD(       ) 3
 PE2256
 PE2256.Superseded values are not recommended for survey control.
 PE2256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2256.See file dsdata.txt to determine how the superseded data were derived.
 PE2256
 PE2256_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK9934604181(NAD 83)
 PE2256_MARKER: 89 = SPIRE
 PE2256_SETTING: 0 = UNSPECIFIED SETTING
 PE2256_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2256
 PE2256  HISTORY     - Date     Condition        Report By
 PE2256  HISTORY     - UNK      FIRST OBSERVED
 PE2256  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2256  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PE2256  HISTORY     - 1954     SEE DESCRIPTION  CGS
 PE2256  HISTORY     - 1983     GOOD             NOS
 PE2256
 PE2256                          STATION DESCRIPTION
 PE2256
 PE2256'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2256'RECOVERED.  NO CHANGES HAVE BEEN MADE IN THIS SPIRE ACCORDING TO
 PE2256'FRANK COLLENER WHO HAS LIVED ACROSS THE ROAD FROM THE CHURCH
 PE2256'FOR THIRTY YEARS AND IS ACQUAINTED WITH ITS HISTORY.  CHURCH HAS
 PE2256'A WHITE SLENDER SPIRE AND IS ON THE W SIDE OF U.S. HIGHWAY
 PE2256'1, 3/4 MILE N OF LINCOLNVILLE CENTER.
 PE2256
 PE2256                          STATION RECOVERY (1946)
 PE2256
 PE2256'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PE2256'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  ACCORDING TO
 PE2256'LOCAL INFORMATION, THE SPIRE HAS NOT BEEN CHANGED IN ANY WAY.
 PE2256
 PE2256                          STATION RECOVERY (1954)
 PE2256
 PE2256'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HOF)
 PE2256'THIS STATION WAS USED AS A HYDROGRAPHIC SIGNAL IN 1954, BUT THE
 PE2256'STATION WAS NOT VISITED.
 PE2256
 PE2256                          STATION RECOVERY (1983)
 PE2256
 PE2256'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1983 (WVH)
 PE2256'THE STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0621 ***********************************************************************
 PD0621  DESIGNATION -  DUD
 PD0621  PID         -  PD0621
 PD0621  STATE/COUNTY-  ME/WASHINGTON
 PD0621  USGS QUAD   -  LUBEC (1977)
 PD0621
 PD0621                         *CURRENT SURVEY CONTROL
 PD0621  ___________________________________________________________________
 PD0621* NAD 83(1996)-  44 52 19.50550(N)    066 59 31.24872(W)     ADJUSTED  
 PD0621* NAVD 88     -                                                        
 PD0621  ___________________________________________________________________
 PD0621  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 PD0621  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 PD0621
 PD0621  HORZ ORDER  -  THIRD
 PD0621
 PD0621.The horizontal coordinates were established by classical geodetic methods
 PD0621.and adjusted by the National Geodetic Survey in March 1998..
 PD0621
 PD0621
 PD0621.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0621
 PD0621.The geoid height was determined by GEOID03.
 PD0621
 PD0621;                    North         East     Units Scale Factor Converg.
 PD0621;SPC ME E     -   135,036.065   419,152.386   MT  1.00007453   +1 03 50.6
 PD0621;UTM  19      - 4,970,702.123   658,611.981   MT  0.99990936   +1 25 01.1
 PD0621
 PD0621                          SUPERSEDED SURVEY CONTROL
 PD0621
 PD0621  NAD 83(1992)-  44 52 19.49525(N)    066 59 31.25073(W) AD(       ) 3
 PD0621  NAD 83(1986)-  44 52 19.49353(N)    066 59 31.24633(W) AD(       ) 3
 PD0621  NGVD 29 (09/20/87)   27.5    (m)           90.     (f) VERT ANG       
 PD0621
 PD0621.Superseded values are not recommended for survey control.
 PD0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0621.See file dsdata.txt to determine how the superseded data were derived.
 PD0621
 PD0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5861270702(NAD 83)
 PD0621_MARKER: DH = HORIZONTAL CONTROL DISK
 PD0621_SETTING: 66 = SET IN ROCK OUTCROP
 PD0621_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 PD0621_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0621_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0621+STABILITY: POSITION/ELEVATION WELL
 PD0621
 PD0621  HISTORY     - Date     Condition        Report By
 PD0621  HISTORY     - 1985     MONUMENTED       CHS
 PD0621
 PD0621                          STATION DESCRIPTION
 PD0621
 PD0621'DESCRIBED BY CANADIAN HYDROGRAPHIC SERVICE 1985 (JEG)
 PD0621'THE STATION IS LOCATED 0.9 MILE NORTH OF LUBEC ON DUDLEY ISLAND.
 PD0621'
 PD0621'THE STATION WAS REACHED BY SMALL BOAT FROM LUBEC.  LANDING WAS
 PD0621'MADE ON WEST SIDE OF ISLAND.
 PD0621'
 PD0621'THE STATION IS A CHS ROCK POST STAMPED---6610-1980---, AND IS
 PD0621'IN BEDROCK OUTCROP ON THE SOUTH SIDE OF THE HIGHEST BLUFF ON
 PD0621'DUDLEY ISLAND.  THIS POINT GIVES 360 DEGREES VISABILITY.
 PD0621'
 PD0621'HEIGHT OF LIGHT SHOWN WAS 1.3 METERS ABOVE THE MARK.
 PD0621'DESCRIBED BY NOTES FROM CHS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0717 ***********************************************************************
 PD0717  DESIGNATION -  DUDLEY IBC 1919
 PD0717  PID         -  PD0717
 PD0717  STATE/COUNTY-  ME/WASHINGTON
 PD0717  USGS QUAD   -  LUBEC (1977)
 PD0717
 PD0717                         *CURRENT SURVEY CONTROL
 PD0717  ___________________________________________________________________
 PD0717* NAD 83(1996)-  44 52 19.92001(N)    066 59 30.96796(W)     ADJUSTED  
 PD0717* NAVD 88     -                                                        
 PD0717  ___________________________________________________________________
 PD0717  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 PD0717  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 PD0717
 PD0717  HORZ ORDER  -  THIRD
 PD0717
 PD0717.The horizontal coordinates were established by classical geodetic methods
 PD0717.and adjusted by the National Geodetic Survey in March 1998..
 PD0717
 PD0717
 PD0717.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0717
 PD0717.The geoid height was determined by GEOID03.
 PD0717
 PD0717;                    North         East     Units Scale Factor Converg.
 PD0717;SPC ME E     -   135,048.973   419,158.311   MT  1.00007454   +1 03 50.8
 PD0717;UTM  19      - 4,970,715.066   658,617.825   MT  0.99990938   +1 25 01.3
 PD0717
 PD0717:                Primary Azimuth Mark                     Grid Az
 PD0717:SPC ME E     -  RANGE MARK 32 IBC 1919                   002 27 16.1
 PD0717:UTM  19      -  RANGE MARK 32 IBC 1919                   002 06 05.6
 PD0717
 PD0717|---------------------------------------------------------------------|
 PD0717| PID    Reference Object                     Distance      Geod. Az  |
 PD0717|                                                           dddmmss.s |
 PD0717| PD0759 RANGE MARK 32 IBC 1919              APPROX. 0.6 KM 0033106.9 |
 PD0717| PD0777 RANGE MARK 31 IBC 1919              408.429 METERS 0200324.0 |
 PD0717| PD0779 SCULPIN IBC                         439.085 METERS 0241406.9 |
 PD0717| PD0765 GULL IBC 1919                       APPROX. 0.6 KM 3304710.3 |
 PD0717|---------------------------------------------------------------------|
 PD0717
 PD0717                          SUPERSEDED SURVEY CONTROL
 PD0717
 PD0717  NAD 83(1992)-  44 52 19.90960(N)    066 59 30.97027(W) AD(       ) 3
 PD0717  NAD 83(1986)-  44 52 19.90421(N)    066 59 30.97275(W) AD(       ) 3
 PD0717  NAD 27      -  44 52 19.61800(N)    066 59 33.06000(W) AD(       ) 3
 PD0717
 PD0717.Superseded values are not recommended for survey control.
 PD0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0717.See file dsdata.txt to determine how the superseded data were derived.
 PD0717
 PD0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5861870715(NAD 83)
 PD0717_MARKER: X = CHISELED CROSS
 PD0717_SETTING: 66 = SET IN ROCK OUTCROP
 PD0717_SP_SET: SET IN BEDROCK
 PD0717_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0717_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0717+STABILITY: POSITION/ELEVATION WELL
 PD0717
 PD0717  HISTORY     - Date     Condition        Report By
 PD0717  HISTORY     - 1919     MONUMENTED       IBC
 PD0717  HISTORY     - 1936     SEE DESCRIPTION  CGS
 PD0717  HISTORY     - 1972     MARK NOT FOUND   IBC
 PD0717  HISTORY     - 1985     MARK NOT FOUND   NOS
 PD0717
 PD0717                          STATION DESCRIPTION
 PD0717
 PD0717'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1919 (JH)
 PD0717'ON DUDLEY ISLAND, PASSAMAQUODDY BAY, 3/4 MILE N OF LUBEC, ME, AND
 PD0717'OFF THE SW CORNER OF TREAT ISLAND TO WHICH IT IS CONNECTED AT LOW
 PD0717'TIDE.  THE STATION IS A LITTLE NE OF THE HIGHEST PART OF THE ISLAND.
 PD0717'THIS SHOULD NOT BE CONFUSED WITH A STATION OF ARMY ENGINEERS ON
 PD0717'THIS ISLAND.
 PD0717'
 PD0717'STATION MARK IS A SMALL CROSS CUT IN SOLID ROCK.
 PD0717
 PD0717                          STATION RECOVERY (1936)
 PD0717
 PD0717'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JGH)
 PD0717'STATION IS ON DUDLEY ISLAND, PASSAMAQUODDY BAY, 3/4 MILE N OF
 PD0717'LUBEC, MAINE, AND OFF THE SW CORNER OF TREAT ISLAND TO WHICH IT
 PD0717'IS CONNECTED AT LOW TIDE.  THE STATION IS A LITTLE NE OF THE
 PD0717'HIGHEST PART OF THE ISLAND.  THIS SHOULD NOT BE CONFUSED WITH A
 PD0717'STATION OF THE ARMY ENGINEERS ON THIS ISLAND.
 PD0717'
 PD0717'STATION MARK IS A SMALL CROSS CUT IN SOLID ROCK.
 PD0717
 PD0717                          STATION RECOVERY (1972)
 PD0717
 PD0717'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 PD0717'THREE MEN LOOKED FOR ABOUT AN HOUR.  STATION IS PROBABLY STILL
 PD0717'THERE BUT WOULD NEED SURVEY METHODS TO FIND.
 PD0717
 PD0717                          STATION RECOVERY (1985)
 PD0717
 PD0717'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1985 (WVH)
 PD0717'THE STATION NOT RECOVERED AT THIS DATE.
 PD0717'USING INVERSE DISTANCE AND MAGNETIC BEARING FROM CHS STATION 6610
 PD0717'1980, OF 13.988 METERS AND AZIMUTH FROM SOUTH OF 202 DEGREES
 PD0717'43 MINUTES THE STATION COULD NOT BE FOUND.  ONE HOUR WAS SPENT
 PD0717'SEARCHING.
 PD0717'
 PD0717'DESCRIBED BY G.E.L.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1697 ***********************************************************************
 PE1697  DESIGNATION -  DUEL 1945
 PE1697  PID         -  PE1697
 PE1697  STATE/COUNTY-  ME/HANCOCK
 PE1697  USGS QUAD   -  TUNK MOUNTAIN (1982)
 PE1697
 PE1697                         *CURRENT SURVEY CONTROL
 PE1697  ___________________________________________________________________
 PE1697* NAD 83(1996)-  44 37 42.25807(N)    068 02 03.69330(W)     ADJUSTED  
 PE1697* NAVD 88     -       122.     (meters)     400.     (feet)  SCALED    
 PE1697  ___________________________________________________________________
 PE1697  LAPLACE CORR-           5.18  (seconds)                    DEFLEC99
 PE1697  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 PE1697
 PE1697  HORZ ORDER  -  THIRD
 PE1697
 PE1697.The horizontal coordinates were established by classical geodetic methods
 PE1697.and adjusted by the National Geodetic Survey in March 1998..
 PE1697
 PE1697.The orthometric height was scaled from a topographic map.
 PE1697
 PE1697.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1697
 PE1697.The geoid height was determined by GEOID03.
 PE1697
 PE1697;                    North         East     Units Scale Factor Converg.
 PE1697;SPC ME E     -   106,958.461   336,947.144   MT  0.99991678   +0 19 37.6
 PE1697;UTM  19      - 4,942,125.727   576,597.641   MT  0.99967215   +0 40 42.2
 PE1697
 PE1697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1697!SPC ME E     -   0.99998467  x   0.99991678  =   0.99990145
 PE1697!UTM  19      -   0.99998467  x   0.99967215  =   0.99965682
 PE1697
 PE1697                          SUPERSEDED SURVEY CONTROL
 PE1697
 PE1697  NAD 83(1992)-  44 37 42.25709(N)    068 02 03.69414(W) AD(       ) 3
 PE1697  NAD 83(1986)-  44 37 42.25517(N)    068 02 03.69765(W) AD(       ) 3
 PE1697  NAD 27      -  44 37 41.98000(N)    068 02 05.68000(W) AD(       ) 3
 PE1697
 PE1697.Superseded values are not recommended for survey control.
 PE1697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1697.See file dsdata.txt to determine how the superseded data were derived.
 PE1697
 PE1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK7659842126(NAD 83)
 PE1697
 PE1697  HISTORY     - Date     Condition        Report By
 PE1697  HISTORY     - 1945     MONUMENTED       CGS
 PE1697
 PE1697                          STATION DESCRIPTION
 PE1697
 PE1697'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (FLP)
 PE1697'STATION IS ON SPRING RIVER MOUNTAIN, 3.25 MILES ESE OF TUNK
 PE1697'MOUNTAIN, 6.85 MILES NE OF SCHOODIC MOUNTAIN FIRE TOWER, AND
 PE1697'0.3 MILE N OF A FINGER OF SPRING RIVER LAKE.  STATION IS SET IN
 PE1697'LEDGE ROCK ABOUT 75 METERS S OF THE RIDGE ALONG THE TOP.  THE
 PE1697'MOUNTAIN IS HEAVILY WOODED AND THE TOP IS ROUNDED AND NOT WELL
 PE1697'DEFINED.  STATION IS 18.5 METERS FROM THE NEXT TO TALLEST SPRUCE
 PE1697'TREE WHICH HAD THE ECCENTRIC SIGNAL IN IT.  THE TREE HAS BEEN
 PE1697'STRIPPED OF ALL LIMBS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1820 ***********************************************************************
 PE1820  DESIGNATION -  DUK 1944
 PE1820  PID         -  PE1820
 PE1820  STATE/COUNTY-  ME/HANCOCK
 PE1820  USGS QUAD   -  BAKER ISLAND (1983)
 PE1820
 PE1820                         *CURRENT SURVEY CONTROL
 PE1820  ___________________________________________________________________
 PE1820* NAD 83(1996)-  44 10 31.31120(N)    068 14 53.50553(W)     ADJUSTED  
 PE1820* NAVD 88     -        25.     (meters)      82.     (feet)  SCALED    
 PE1820  ___________________________________________________________________
 PE1820  LAPLACE CORR-           4.85  (seconds)                    DEFLEC99
 PE1820  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 PE1820
 PE1820  HORZ ORDER  -  THIRD
 PE1820
 PE1820.The horizontal coordinates were established by classical geodetic methods
 PE1820.and adjusted by the National Geodetic Survey in March 1998..
 PE1820
 PE1820.The orthometric height was scaled from a topographic map.
 PE1820
 PE1820.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1820
 PE1820.The geoid height was determined by GEOID03.
 PE1820
 PE1820;                    North         East     Units Scale Factor Converg.
 PE1820;SPC ME E     -    56,546.921   320,134.649   MT  0.99990498   +0 10 31.7
 PE1820;UTM  19      - 4,891,625.225   560,097.453   MT  0.99964442   +0 31 26.1
 PE1820
 PE1820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1820!SPC ME E     -   0.99999989  x   0.99990498  =   0.99990487
 PE1820!UTM  19      -   0.99999989  x   0.99964442  =   0.99964431
 PE1820
 PE1820:                Primary Azimuth Mark                     Grid Az
 PE1820:SPC ME E     -  BAKER ISLAND LIGHTHOUSE 1861             028 03 28.4
 PE1820:UTM  19      -  BAKER ISLAND LIGHTHOUSE 1861             027 42 34.0
 PE1820
 PE1820|---------------------------------------------------------------------|
 PE1820| PID    Reference Object                     Distance      Geod. Az  |
 PE1820|                                                           dddmmss.s |
 PE1820| PE1822 BAKER ISLAND LIGHTHOUSE 1861        APPROX. 8.3 KM 0281400.1 |
 PE1820| PE1831 HORSESHOE LEDGE BEACON              APPROX. 5.4 KM 2541707.8 |
 PE1820| PE1835 BASS HARBOR HEAD LIGHTHOUSE         APPROX. 8.8 KM 3060252.8 |
 PE1820|---------------------------------------------------------------------|
 PE1820
 PE1820                          SUPERSEDED SURVEY CONTROL
 PE1820
 PE1820  NAD 83(1992)-  44 10 31.32149(N)    068 14 53.50339(W) AD(       ) 3
 PE1820  NAD 83(1986)-  44 10 31.32161(N)    068 14 53.50982(W) AD(       ) 3
 PE1820  NAD 27      -  44 10 30.98000(N)    068 14 55.46000(W) AD(       ) 3
 PE1820
 PE1820.Superseded values are not recommended for survey control.
 PE1820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1820.See file dsdata.txt to determine how the superseded data were derived.
 PE1820
 PE1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ6009791625(NAD 83)
 PE1820
 PE1820  HISTORY     - Date     Condition        Report By
 PE1820  HISTORY     - 1944     MONUMENTED       CGS
 PE1820
 PE1820                          STATION DESCRIPTION
 PE1820
 PE1820'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1820'STATION IS ON THE WEST SIDE OF LITTLE DUCK ISLAND, ABOUT 60
 PE1820'METERS FROM M.H.W.L. TO WEST, ABOUT 100 M. SOUTHWEST OF POINT OF
 PE1820'TREES AT N.W. EDGE OF ISLAND.  A LONE BOULDER, PROJECTING ABOUT
 PE1820'2-1/2 FT. ABOVE GRASS, IS ABOUT 34 METERS NW OF STATION, AND A
 PE1820'TREE STUMP IS 5 METERS SOUTH OF STATION.  MARK IS A STANDARD
 PE1820'TRIANGULATION DISC STAMPED DUK 1944 SET IN DRILL HOLE IN WHITE
 PE1820'TOP LEDGE.
 PE1820'
 PE1820'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK 25 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1910 ***********************************************************************
 PE1910  DESIGNATION -  DUKY 1944
 PE1910  PID         -  PE1910
 PE1910  STATE/COUNTY-  ME/HANCOCK
 PE1910  USGS QUAD   -  BARTLETT ISLAND (1981)
 PE1910
 PE1910                         *CURRENT SURVEY CONTROL
 PE1910  ___________________________________________________________________
 PE1910* NAD 83(1996)-  44 15 06.37070(N)    068 24 06.87904(W)     ADJUSTED  
 PE1910* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 PE1910  ___________________________________________________________________
 PE1910  LAPLACE CORR-           4.71  (seconds)                    DEFLEC99
 PE1910  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 PE1910
 PE1910  HORZ ORDER  -  THIRD
 PE1910
 PE1910.The horizontal coordinates were established by classical geodetic methods
 PE1910.and adjusted by the National Geodetic Survey in March 1998..
 PE1910
 PE1910.The orthometric height was scaled from a topographic map.
 PE1910
 PE1910.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1910
 PE1910.The geoid height was determined by GEOID03.
 PE1910
 PE1910;                    North         East     Units Scale Factor Converg.
 PE1910;SPC ME E     -    65,009.815   307,833.230   MT  0.99990075   +0 04 06.4
 PE1910;UTM  19      - 4,900,010.865   547,748.054   MT  0.99962804   +0 25 02.5
 PE1910
 PE1910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1910!SPC ME E     -   1.00000369  x   0.99990075  =   0.99990444
 PE1910!UTM  19      -   1.00000369  x   0.99962804  =   0.99963173
 PE1910
 PE1910:                Primary Azimuth Mark                     Grid Az
 PE1910:SPC ME E     -  SHIP AND BARGE BEACON                    218 50 13.1
 PE1910:UTM  19      -  SHIP AND BARGE BEACON                    218 29 17.0
 PE1910
 PE1910|---------------------------------------------------------------------|
 PE1910| PID    Reference Object                     Distance      Geod. Az  |
 PE1910|                                                           dddmmss.s |
 PE1910| PE1849 SHIP AND BARGE BEACON               APPROX. 3.7 KM 2185419.5 |
 PE1910| PE1861 BLUE HILL BAY FLYE IS LH            APPROX. 7.7 KM 2673139.1 |
 PE1910| PE1920 BAR ISLAND 2                        APPROX. 4.4 KM 2755517.6 |
 PE1910|---------------------------------------------------------------------|
 PE1910
 PE1910                          SUPERSEDED SURVEY CONTROL
 PE1910
 PE1910  NAD 83(1992)-  44 15 06.37666(N)    068 24 06.86769(W) AD(       ) 3
 PE1910  NAD 83(1986)-  44 15 06.37698(N)    068 24 06.87259(W) AD(       ) 3
 PE1910  NAD 27      -  44 15 06.07800(N)    068 24 08.78400(W) AD(       ) 3
 PE1910
 PE1910.Superseded values are not recommended for survey control.
 PE1910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1910.See file dsdata.txt to determine how the superseded data were derived.
 PE1910
 PE1910_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK4774800011(NAD 83)
 PE1910
 PE1910  HISTORY     - Date     Condition        Report By
 PE1910  HISTORY     - 1944     MONUMENTED       CGS
 PE1910  HISTORY     - 1956     SEE DESCRIPTION  CGS
 PE1910  HISTORY     - 1988     GOOD             USPSQD
 PE1910
 PE1910                          STATION DESCRIPTION
 PE1910
 PE1910'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1910'STATION IS A STANDARD TOPOGRAPHIC DISC SET IN DRILL HOLE IN LEDGE
 PE1910'ON DIX POINT, EAST OF BAR ID. IN BLUE HILL BAY.  STATION IS ON
 PE1910'SOUTHERNMOST POINT, 9 M. SOUTH OF TREE LINE AND 9 M. TO H.W.L.
 PE1910
 PE1910                          STATION RECOVERY (1956)
 PE1910
 PE1910'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 PE1910'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 PE1910'DESCRIPTION IS ADEQUATE AND COMPLETE WITH THE FOLLOWING ADDITIONS--
 PE1910'
 PE1910'A LARGE TRIPOD WAS LEFT STANDING OVER THE MARK.
 PE1910'
 PE1910'THE STATION IS MARKED BY A STANDARD TOPOGRAPHIC DISK, STAMPED
 PE1910'DUKY 1944.
 PE1910
 PE1910                          STATION RECOVERY (1988)
 PE1910
 PE1910'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE1910'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1176 ***********************************************************************
 PE1176  DESIGNATION -  DUMFRY 1868 1913
 PE1176  PID         -  PE1176
 PE1176  STATE/COUNTY-  ME/KENNEBEC
 PE1176  USGS QUAD   -  GARDINER (1991)
 PE1176
 PE1176                         *CURRENT SURVEY CONTROL
 PE1176  ___________________________________________________________________
 PE1176* NAD 83(1986)-  44 12 54.     (N)    069 46 30.     (W)     SCALED    
 PE1176* NAVD 88     -        74.416  (meters)     244.15   (feet)  ADJUSTED  
 PE1176  ___________________________________________________________________
 PE1176  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 PE1176  DYNAMIC HT  -          74.409 (meters)     244.12  (feet)  COMP
 PE1176  MODELED GRAV-     980,523.6   (mgal)                       NAVD 88
 PE1176
 PE1176  VERT ORDER  -  SECOND    CLASS 0
 PE1176
 PE1176.The horizontal coordinates were scaled from a topographic map and have
 PE1176.an estimated accuracy of +/- 6 seconds.
 PE1176
 PE1176.The orthometric height was determined by differential leveling
 PE1176.and adjusted by the National Geodetic Survey in June 1991..
 PE1176
 PE1176.The geoid height was determined by GEOID03.
 PE1176
 PE1176.The dynamic height is computed by dividing the NAVD 88
 PE1176.geopotential number by the normal gravity value computed on the
 PE1176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1176.degrees latitude (g = 980.6199 gals.).
 PE1176
 PE1176.The modeled gravity was interpolated from observed gravity values.
 PE1176
 PE1176;                    North         East    Units  Estimated Accuracy
 PE1176;SPC ME W     -   153,580.      931,300.      MT  (+/- 180 meters Scaled)
 PE1176
 PE1176                          SUPERSEDED SURVEY CONTROL
 PE1176
 PE1176  NGVD 29 (??/??/92)   74.623  (m)          244.83   (f) ADJ UNCH    2 0
 PE1176
 PE1176.Superseded values are not recommended for survey control.
 PE1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1176.See file dsdata.txt to determine how the superseded data were derived.
 PE1176
 PE1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ380960(NAD 83)
 PE1176_MARKER: DS = TRIANGULATION STATION DISK
 PE1176_SETTING: 66 = SET IN ROCK OUTCROP
 PE1176_SP_SET: ROCK OUTCROP
 PE1176_STAMPING: DUMFRY 1868 1913
 PE1176_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1176+STABILITY: POSITION/ELEVATION WELL
 PE1176
 PE1176  HISTORY     - Date     Condition        Report By
 PE1176  HISTORY     - 1913     MONUMENTED       CGS
 PE1176  HISTORY     - 1913     SEE DESCRIPTION  CGS
 PE1176  HISTORY     - 1933     SEE DESCRIPTION  CGS
 PE1176  HISTORY     - 1934     SEE DESCRIPTION  MEGS
 PE1176  HISTORY     - 1949     SEE DESCRIPTION  CGS
 PE1176  HISTORY     - 1962     SEE DESCRIPTION  CGS
 PE1176  HISTORY     - 1962     GOOD             NGS
 PE1176  HISTORY     - 1974     SEE DESCRIPTION  MEDT
 PE1176
 PE1176                          STATION DESCRIPTION
 PE1176
 PE1176'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 PE1176'ON TOP OF THE STEEP SOUTHERN SLOPE OF A FLAT-TOPPED RIDGE SW OF
 PE1176'THE CATHOLIC CEMETERY AT GARDINER, ON LAND OWNED BY THE EPISCOPAL
 PE1176'CHURCH HOME.  A FARM ROAD LEADS FROM THE END OF DEANE STREET
 PE1176'ACROSS A PASTURE TO THE STATION.  THE STATION IS BETWEEN TWO
 PE1176'GROUPS OF LARGE PINE TREES, THREE IN THE ONE TO THE EASTWARD
 PE1176'AND FOUR IN THE ONE TO THE WESTWARD.  THE NORTHERNMOST TREE IN
 PE1176'THE GROUP OF THREE IS 14.4 METERS FROM THE STATION AND THE
 PE1176'WESTERNMOST OF THE GROUP OF FOUR IS 35 METERS FROM THE STATION.
 PE1176'THE STATION IS MARKED BY A STANDARD BRONZE DISK WEDGED IN A
 PE1176'DRILL HOLE IN A BOULDER, THE BOULDER EXPOSING ABOUT 1 SQUARE
 PE1176'FOOT OF BARE AREA ABOUT LEVEL WITH THE SURFACE OF THE GROUND,
 PE1176'AND A REFERENCE MARK, A STANDARD BRONZE DISK WEDGED IN A DRILL
 PE1176'HOLE IN A BOULDER IS 4.47 METERS TO THE NORTHWARD.
 PE1176
 PE1176                          STATION RECOVERY (1933)
 PE1176
 PE1176'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CMD)
 PE1176'STATION RECOVERED AS DESCRIBED.
 PE1176'
 PE1176'REFERENCE MARK NO. 2 WAS INSTALLED 13.74 METERS SE OF THE
 PE1176'STATION AND IS ABOUT 3 FEET LOWER THAN THE STATION AND 10 FEET
 PE1176'W OF 3 LARGE PINES.
 PE1176'
 PE1176'REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2 IS 15.90 METERS.
 PE1176'
 PE1176'TO REACH FROM GARDINER, FROM JUNCTION OF BRUNSWICK AND LINCOLN
 PE1176'AVENUE, GO S ON LINCOLN AVENUE TO DEANE STREET.  TURN RIGHT ON
 PE1176'DEANE STREET AND FOLLOW TO THE END OF CEMETERY, FROM WHICH STATION
 PE1176'IS 1/4 MILE SW ON A HIGH FLAT HILL.  STATION IS ABOUT MIDWAY
 PE1176'BETWEEN TWO GROUPS OF LARGE PINES (3 IN EACH GROUP) ON EXTREME
 PE1176'S EDGE OF HILL WHERE IT DROPS OFF TO S.
 PE1176
 PE1176                          STATION RECOVERY (1934)
 PE1176
 PE1176'RECOVERY NOTE BY MAINE GEODETIC SURVEY 1934
 PE1176'THE ORIGINAL DESCRIPTION STILL HOLDS AS TO FITNESS WITH THE
 PE1176'FOLLOWING CHANGES--OF THE MOST WESTERLY TREE OF THE GROUP OF FOUR
 PE1176'ONLY THE STUMP REMAINS.  THE MOST WESTERLY TREE OF THE WESTERLY
 PE1176'GROUP OF THREE IS 106.9 FEET FROM THE STATION.
 PE1176
 PE1176                          STATION RECOVERY (1949)
 PE1176
 PE1176'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM)
 PE1176'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  IT IS
 PE1176'LOCATED IN A SEMI-CLEAR AREA, APPROXIMATELY 175.0 FEET NE OF THE
 PE1176'EDGE OF A CULTIVATED FIELD.
 PE1176'
 PE1176'TO REACH STATION, CONTINUE ON LINCOLN AVENUE 0.65 MILE BEYOND
 PE1176'THE INTERSECTION OF DEAN AND LINCOLN AVENUE.  AT THIS POINT
 PE1176'TRAVEL W, BY FOOT, ALONG WOODSLINE AND CULTIVATED FIELD FOR
 PE1176'APPROXIMATELY 975.0 FEET, TURN RIGHT (NE) INTO SEMI-CLEAR AREA
 PE1176'AND STATION SITE.  STATION IS ABOUT 340.0 FEET W OF AN OVERHEAD
 PE1176'PHONE CABLE THAT RUNS N AND S THROUGH THE WOODS IN THIS
 PE1176'VICINITY.
 PE1176'
 PE1176'GROUPS OF TREES MENTIONED IN PREVIOUS DESCRIPTIONS ARE E AND
 PE1176'SW, RESPECTIVELY.
 PE1176
 PE1176                          STATION RECOVERY (1962)
 PE1176
 PE1176'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (LD)
 PE1176'ABOUT 0.35 MILE SOUTH ALONG LINCOLN AVENUE FROM THE SOUTHWEST
 PE1176'CORNER OF THE CITY PARK AT GARDINER, THENCE 0.25 MILE WESTERLY
 PE1176'ALONG DEANE STREET TO THE ST. JOSEPH CATHOLIC CEMETERY, THENCE
 PE1176'0.15 MILE SOUTH ALONG A TELEPHONE CABLE LINE, THENCE 0.1 MILE
 PE1176'SOUTHWEST ALONG A DIM TRAIL TO TOP OF HILL, SET ON THE TOP OF A
 PE1176'2-BY-1-FOOT OUTCROP WHICH PROJECTS 0.3 FOOT ABOVE THE LEVEL OF
 PE1176'THE GROUND, 35-1/2 FEET SOUTHWEST OF A 72-INCH PINE TREE, 48
 PE1176'FEET WEST OF A 72 INCH PINE TREE AND AT ABOUT THE CENTER OF A
 PE1176'TRAIL.
 PE1176'
 PE1176'ABOUT 0.35 MILE SOUTH ALONG LINCOLN AVENUE FROM THE SOUTHWEST
 PE1176'CORNER OF THE CITY PARK AT GARDINER, THENCE 0.25 MILE WESTERLY
 PE1176'ALONG DEANE STREET, THENCE 0.15 MILE SOUTH ALONG A TELEPHONE
 PE1176'CABLE LINE, THENCE 0.1 MILE SOUTHWEST ALONG A DIM TRAIL TO TOP
 PE1176'OF A HILL, 14.6 FEET NORTHEAST OF THE STATION, SET ON THE TOP OF
 PE1176'A 1 1/2-FOOT BY 1 1/2-FOOT BURIED BOULDER PROJECTING 0.3 FOOT
 PE1176'ABOVE THE LEVEL OF THE GROUND, 21 FEET SOUTH OF A 72 INCH PINE
 PE1176'TREE AND ABOUT 1/2-FOOT ABOVE THE STATION MARK.
 PE1176
 PE1176                          STATION RECOVERY (1962)
 PE1176
 PE1176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 PE1176'0.8 MI SW FROM GARDINER.
 PE1176'ABOUT 0.35 MILE SOUTH ALONG LINCOLN AVENUE FROM THE SOUTHWEST
 PE1176'CORNER OF THE CITY PARK AT GARDINER, THENCE 0.25 MILE WESTERLY
 PE1176'ALONG DEANE STREET TO THE ST. JOSEPH CATHOLIC CEMETERY, THENCE
 PE1176'0.15 MILE SOUTH ALONG A TELEPHONE CABLE LINE, THENCE 0.1 MILE
 PE1176'SOUTHWEST ALONG A DIM TRAIL TO TOP OF HILL, SET ON THE TOP OF
 PE1176'A 2-BY-1-FOOT OUTCROP WHICH PROJECTS 0.3 FOOT ABOVE THE LEVEL
 PE1176'OF THE GROUND, 35 1/2 FEET SOUTHWEST OF A 72-INCH PINE TREE, 48
 PE1176'FEET WEST OF A 72 INCH PINE TREE AND AT ABOUT THE CENTER OF A
 PE1176'TRAIL.
 PE1176
 PE1176                          STATION RECOVERY (1974)
 PE1176
 PE1176'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1974 (BJR)
 PE1176'STATION DUMFRY AND R.M. 1 AND R.M. 2 RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1175 ***********************************************************************
 PE1175  DESIGNATION -  DUMFRY RM 1
 PE1175  PID         -  PE1175
 PE1175  STATE/COUNTY-  ME/KENNEBEC
 PE1175  USGS QUAD   -  GARDINER (1991)
 PE1175
 PE1175                         *CURRENT SURVEY CONTROL
 PE1175  ___________________________________________________________________
 PE1175* NAD 83(1986)-  44 12 53.     (N)    069 46 29.     (W)     SCALED    
 PE1175* NAVD 88     -        74.483  (meters)     244.37   (feet)  ADJUSTED  
 PE1175  ___________________________________________________________________
 PE1175  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 PE1175  DYNAMIC HT  -          74.476 (meters)     244.34  (feet)  COMP
 PE1175  MODELED GRAV-     980,523.6   (mgal)                       NAVD 88
 PE1175
 PE1175  VERT ORDER  -  SECOND    CLASS 0
 PE1175
 PE1175.The horizontal coordinates were scaled from a topographic map and have
 PE1175.an estimated accuracy of +/- 6 seconds.
 PE1175
 PE1175.The orthometric height was determined by differential leveling
 PE1175.and adjusted by the National Geodetic Survey in June 1991..
 PE1175
 PE1175.The geoid height was determined by GEOID03.
 PE1175
 PE1175.The dynamic height is computed by dividing the NAVD 88
 PE1175.geopotential number by the normal gravity value computed on the
 PE1175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1175.degrees latitude (g = 980.6199 gals.).
 PE1175
 PE1175.The modeled gravity was interpolated from observed gravity values.
 PE1175
 PE1175;                    North         East    Units  Estimated Accuracy
 PE1175;SPC ME W     -   153,550.      931,320.      MT  (+/- 180 meters Scaled)
 PE1175
 PE1175                          SUPERSEDED SURVEY CONTROL
 PE1175
 PE1175  NGVD 29 (??/??/92)   74.690  (m)          245.05   (f) ADJ UNCH    2 0
 PE1175
 PE1175.Superseded values are not recommended for survey control.
 PE1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1175.See file dsdata.txt to determine how the superseded data were derived.
 PE1175
 PE1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ381960(NAD 83)
 PE1175_MARKER: DR = REFERENCE MARK DISK
 PE1175_SETTING: 80 = SET IN A BOULDER
 PE1175_SP_SET: BOULDER
 PE1175_STAMPING: DUMFRY NO 1 1868 1913
 PE1175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1175+STABILITY: SURFACE MOTION
 PE1175
 PE1175  HISTORY     - Date     Condition        Report By
 PE1175  HISTORY     - 1913     MONUMENTED       CGS
 PE1175  HISTORY     - 1962     GOOD             NGS
 PE1175
 PE1175                          STATION DESCRIPTION
 PE1175
 PE1175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PE1175'0.8 MI SW FROM GARDINER.
 PE1175'ABOUT 0.35 MILE SOUTH ALONG LINCOLN AVENUE FROM THE SOUTHWEST
 PE1175'CORNER OF THE CITY PARK AT GARDINER, THENCE 0.25 MILE WESTERLY
 PE1175'ALONG DEANE STREET, THENCE 0.15 MILE SOUTH ALONG A TELEPHONE
 PE1175'CABLE LINE, THENCE 0.1 MILE SOUTHWEST ALONG A DIM TRAIL TO TOP
 PE1175'OF A HILL, 14.6 FEET NORTHEAST OF THE STATION, SET ON THE TOP
 PE1175'OF A 1 1/2-FOOT BY 1 1/2-FOOT BURIED BOULDER PROJECTING 0.3 FOOT
 PE1175'ABOVE THE LEVEL OF THE GROUND, 21 FEET SOUTH OF A 72 INCH PINE
 PE1175'TREE AND ABOUT 1/2-FOOT ABOVE THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1177 ***********************************************************************
 PE1177  DESIGNATION -  DUMFRY RM 2
 PE1177  PID         -  PE1177
 PE1177  STATE/COUNTY-  ME/KENNEBEC
 PE1177  USGS QUAD   -  GARDINER (1991)
 PE1177
 PE1177                         *CURRENT SURVEY CONTROL
 PE1177  ___________________________________________________________________
 PE1177* NAD 83(1986)-  44 12 53.     (N)    069 46 29.     (W)     SCALED    
 PE1177* NAVD 88     -        72.576  (meters)     238.11   (feet)  ADJUSTED  
 PE1177  ___________________________________________________________________
 PE1177  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 PE1177  DYNAMIC HT  -          72.569 (meters)     238.09  (feet)  COMP
 PE1177  MODELED GRAV-     980,523.6   (mgal)                       NAVD 88
 PE1177
 PE1177  VERT ORDER  -  SECOND    CLASS 0
 PE1177
 PE1177.The horizontal coordinates were scaled from a topographic map and have
 PE1177.an estimated accuracy of +/- 6 seconds.
 PE1177
 PE1177.The orthometric height was determined by differential leveling
 PE1177.and adjusted by the National Geodetic Survey in June 1991..
 PE1177
 PE1177.The geoid height was determined by GEOID03.
 PE1177
 PE1177.The dynamic height is computed by dividing the NAVD 88
 PE1177.geopotential number by the normal gravity value computed on the
 PE1177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1177.degrees latitude (g = 980.6199 gals.).
 PE1177
 PE1177.The modeled gravity was interpolated from observed gravity values.
 PE1177
 PE1177;                    North         East    Units  Estimated Accuracy
 PE1177;SPC ME W     -   153,550.      931,320.      MT  (+/- 180 meters Scaled)
 PE1177
 PE1177                          SUPERSEDED SURVEY CONTROL
 PE1177
 PE1177  NGVD 29 (??/??/92)   72.783  (m)          238.79   (f) ADJ UNCH    2 0
 PE1177
 PE1177.Superseded values are not recommended for survey control.
 PE1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1177.See file dsdata.txt to determine how the superseded data were derived.
 PE1177
 PE1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ381960(NAD 83)
 PE1177_MARKER: DR = REFERENCE MARK DISK
 PE1177_SETTING: 80 = SET IN A BOULDER
 PE1177_SP_SET: BOULDER
 PE1177_STAMPING: DUMFRY NO 2 1868 1933
 PE1177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1177+STABILITY: SURFACE MOTION
 PE1177
 PE1177  HISTORY     - Date     Condition        Report By
 PE1177  HISTORY     - 1933     MONUMENTED       CGS
 PE1177  HISTORY     - 1962     GOOD             NGS
 PE1177
 PE1177                          STATION DESCRIPTION
 PE1177
 PE1177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PE1177'0.8 MI SW FROM GARDINER.
 PE1177'ABOUT 0.35 MILE SOUTH ALONG LINCOLN AVENUE FROM THE SOUTHWEST
 PE1177'CORNER OF THE CITY PARK AT GARDINER, THENCE 0.25 MILE WESTERLY
 PE1177'ALONG DEANE STREET, THENCE 0.15 MILE SOUTH ALONG A TELEPHONE
 PE1177'CABLE LINE, THENCE 0.1 MILE SOUTHWEST ALONG A DIM TRAIL TO TOP
 PE1177'OF A HILL, 41.1 FEET SOUTHEAST OF THE STATION, SET IN THE TOP OF
 PE1177'A 2-BY-2-FOOT BURIED BOULDER WHICH PROJECTS 2 FEET ABOVE THE
 PE1177'LEVEL OF THE GROUND, 16 FEET WEST OF A 7-FOOT PINE TREE, AND
 PE1177'ABOUT 6 FEET LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1799 ***********************************************************************
 PE1799  DESIGNATION -  DUN 1944
 PE1799  PID         -  PE1799
 PE1799  STATE/COUNTY-  ME/HANCOCK
 PE1799  USGS QUAD   -  BAR HARBOR (1982)
 PE1799
 PE1799                         *CURRENT SURVEY CONTROL
 PE1799  ___________________________________________________________________
 PE1799* NAD 83(1996)-  44 23 36.09787(N)    068 08 48.23368(W)     ADJUSTED  
 PE1799* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 PE1799  ___________________________________________________________________
 PE1799  LAPLACE CORR-           3.66  (seconds)                    DEFLEC99
 PE1799  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 PE1799
 PE1799  HORZ ORDER  -  THIRD
 PE1799
 PE1799.The horizontal coordinates were established by classical geodetic methods
 PE1799.and adjusted by the National Geodetic Survey in March 1998..
 PE1799
 PE1799.The orthometric height was scaled from a topographic map.
 PE1799
 PE1799.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1799
 PE1799.The geoid height was determined by GEOID03.
 PE1799
 PE1799;                    North         East     Units Scale Factor Converg.
 PE1799;SPC ME E     -    80,797.633   328,143.634   MT  0.99990974   +0 14 49.7
 PE1799;UTM  19      - 4,915,918.049   567,956.502   MT  0.99965679   +0 35 49.0
 PE1799
 PE1799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1799!SPC ME E     -   1.00000362  x   0.99990974  =   0.99991336
 PE1799!UTM  19      -   1.00000362  x   0.99965679  =   0.99966041
 PE1799
 PE1799:                Primary Azimuth Mark                     Grid Az
 PE1799:SPC ME E     -  GREAT HEAD OBSERVATORY 1934              196 52 28.6
 PE1799:UTM  19      -  GREAT HEAD OBSERVATORY 1934              196 31 29.3
 PE1799
 PE1799|---------------------------------------------------------------------|
 PE1799| PID    Reference Object                     Distance      Geod. Az  |
 PE1799|                                                           dddmmss.s |
 PE1799| PE1782 GREAT HEAD OBSERVATORY 1934         APPROX. 7.5 KM 1970718.3 |
 PE1799|---------------------------------------------------------------------|
 PE1799
 PE1799                          SUPERSEDED SURVEY CONTROL
 PE1799
 PE1799  NAD 83(1992)-  44 23 36.09555(N)    068 08 48.23971(W) AD(       ) 3
 PE1799  NAD 83(1986)-  44 23 36.09389(N)    068 08 48.24533(W) AD(       ) 3
 PE1799  NAD 27      -  44 23 35.80700(N)    068 08 50.23200(W) AD(       ) 3
 PE1799
 PE1799.Superseded values are not recommended for survey control.
 PE1799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1799.See file dsdata.txt to determine how the superseded data were derived.
 PE1799
 PE1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK6795715918(NAD 83)
 PE1799
 PE1799  HISTORY     - Date     Condition        Report By
 PE1799  HISTORY     - 1944     MONUMENTED       CGS
 PE1799
 PE1799                          STATION DESCRIPTION
 PE1799
 PE1799'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1799'STATION IS LOCATED ON THE NORTHWESTERN SIDE OF IRON BOUND ISLAND,
 PE1799'ON FISH POINT WHICH IS THE WESTERN SIDE OF A SMALL COVE, 54
 PE1799'FT. NORTH OF A SMALL HOUSE WITH STONE FOUNDATION AND STONE
 PE1799'CHIMNEY ON SOUTH END, 5 METERS BACK OF MEAN HIGH-WATER LINE AND
 PE1799'6 METERS OUTSIDE TREE LINE.  STANDARD DISC STAMPED DUN 1944.
 PE1799'
 PE1799'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK 3 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2419 ***********************************************************************
 PE2419  DESIGNATION -  DUNHAMS HILL
 PE2419  PID         -  PE2419
 PE2419  STATE/COUNTY-  ME/LINCOLN
 PE2419  USGS QUAD   -  WISCASSET (1979)
 PE2419
 PE2419                         *CURRENT SURVEY CONTROL
 PE2419  ___________________________________________________________________
 PE2419* NAD 83(1996)-  44 00 47.52764(N)    069 37 44.79109(W)     ADJUSTED  
 PE2419* NAVD 88     -                                                        
 PE2419  ___________________________________________________________________
 PE2419  LAPLACE CORR-           2.42  (seconds)                    DEFLEC99
 PE2419  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 PE2419
 PE2419  HORZ ORDER  -  THIRD
 PE2419
 PE2419.The horizontal coordinates were established by classical geodetic methods
 PE2419.and adjusted by the National Geodetic Survey in March 1998..
 PE2419
 PE2419
 PE2419.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2419
 PE2419.The geoid height was determined by GEOID03.
 PE2419
 PE2419;                    North         East     Units Scale Factor Converg.
 PE2419;SPC ME W     -   131,220.721   943,104.508   MT  0.99998951   +0 22 24.7
 PE2419;UTM  19      - 4,873,531.536   449,572.923   MT  0.99963127   -0 26 13.7
 PE2419
 PE2419                          SUPERSEDED SURVEY CONTROL
 PE2419
 PE2419  NAD 83(1992)-  44 00 47.52940(N)    069 37 44.78695(W) AD(       ) 4
 PE2419  NAD 83(1986)-  44 00 47.53450(N)    069 37 44.79234(W) AD(       ) 4
 PE2419  NAD 27      -  44 00 47.24000(N)    069 37 46.60000(W) AD(       ) 3
 PE2419
 PE2419.Superseded values are not recommended for survey control.
 PE2419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2419.See file dsdata.txt to determine how the superseded data were derived.
 PE2419
 PE2419_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ4957373532(NAD 83)
 PE2419
 PE2419  HISTORY     - Date     Condition        Report By
 PE2419  HISTORY     - UNK      MONUMENTED
 PE2419  HISTORY     - 1942     SEE DESCRIPTION  CGS
 PE2419
 PE2419                          STATION DESCRIPTION
 PE2419
 PE2419'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (HOF)
 PE2419'SEARCHED FOR BUT NOT FOUND.  SEVERAL LEDGES WERE FOUND IN THIS
 PE2419'VICINITY BUT NO INDICATION OF THE MARK WAS FOUND.
 PE2419'
 PE2419'PLANE TABLE AND AIR COMPILATION METHODS MIGHT LOCATE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0605 ***********************************************************************
 QG0605  DESIGNATION -  DUNK
 QG0605  PID         -  QG0605
 QG0605  STATE/COUNTY-  ME/PENOBSCOT
 QG0605  USGS QUAD   -  MEDUNKEUNK LAKE (1988)
 QG0605
 QG0605                         *CURRENT SURVEY CONTROL
 QG0605  ___________________________________________________________________
 QG0605* NAD 83(1996)-  45 31 37.90075(N)    068 33 56.23056(W)     ADJUSTED  
 QG0605* NAVD 88     -       140.274  (meters)     460.22   (feet)  ADJUSTED  
 QG0605  ___________________________________________________________________
 QG0605  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 QG0605  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 QG0605  DYNAMIC HT  -         140.275 (meters)     460.22  (feet)  COMP
 QG0605  MODELED GRAV-     980,624.7   (mgal)                       NAVD 88
 QG0605
 QG0605  HORZ ORDER  -  SECOND
 QG0605  VERT ORDER  -  SECOND    CLASS 0
 QG0605
 QG0605.The horizontal coordinates were established by classical geodetic methods
 QG0605.and adjusted by the National Geodetic Survey in March 1998..
 QG0605
 QG0605.The orthometric height was determined by differential leveling
 QG0605.and adjusted by the National Geodetic Survey in June 1991..
 QG0605
 QG0605.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG0605
 QG0605.The geoid height was determined by GEOID03.
 QG0605
 QG0605.The dynamic height is computed by dividing the NAVD 88
 QG0605.geopotential number by the normal gravity value computed on the
 QG0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0605.degrees latitude (g = 980.6199 gals.).
 QG0605
 QG0605.The modeled gravity was interpolated from observed gravity values.
 QG0605
 QG0605;                    North         East     Units Scale Factor Converg.
 QG0605;SPC ME E     -   206,730.552   294,874.281   MT  0.99990032   -0 02 48.6
 QG0605;UTM  19      - 5,041,609.513   533,920.404   MT  0.99961415   +0 18 35.9
 QG0605
 QG0605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG0605!SPC ME E     -   0.99998183  x   0.99990032  =   0.99988215
 QG0605!UTM  19      -   0.99998183  x   0.99961415  =   0.99959599
 QG0605
 QG0605:                Primary Azimuth Mark                     Grid Az
 QG0605:SPC ME E     -  DUNK AZ MK                               002 48 04.8
 QG0605:UTM  19      -  DUNK AZ MK                               002 26 40.3
 QG0605
 QG0605|---------------------------------------------------------------------|
 QG0605| PID    Reference Object                     Distance      Geod. Az  |
 QG0605|                                                           dddmmss.s |
 QG0605| QG0607 DUNK AZ MK                                         0024516.2 |
 QG0605| QG0614 STANLEY                             APPROX. 4.6 KM 0324657.9 |
 QG0605| QG0604 DUNK RM 1                            13.362 METERS 21520     |
 QG0605| QG0606 DUNK RM 2                            23.427 METERS 34102     |
 QG0605|---------------------------------------------------------------------|
 QG0605
 QG0605                          SUPERSEDED SURVEY CONTROL
 QG0605
 QG0605  NAD 83(1992)-  45 31 37.90059(N)    068 33 56.22847(W) AD(       ) 2
 QG0605  NAD 83(1986)-  45 31 37.90690(N)    068 33 56.23473(W) AD(       ) 2
 QG0605  NAD 27      -  45 31 37.71220(N)    068 33 58.12790(W) AD(       ) 2
 QG0605  NGVD 29 (??/??/92)  140.461  (m)          460.83   (f) ADJ UNCH    2 0
 QG0605
 QG0605.Superseded values are not recommended for survey control.
 QG0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0605.See file dsdata.txt to determine how the superseded data were derived.
 QG0605
 QG0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL3392041610(NAD 83)
 QG0605_MARKER: DS = TRIANGULATION STATION DISK
 QG0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0605_STAMPING: DUNK 1958
 QG0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0605+STABILITY: SURFACE MOTION
 QG0605
 QG0605  HISTORY     - Date     Condition        Report By
 QG0605  HISTORY     - 1958     MONUMENTED       CGS
 QG0605  HISTORY     - 1959     GOOD             NGS
 QG0605  HISTORY     - 1981     GOOD             MEDT
 QG0605
 QG0605                          STATION DESCRIPTION
 QG0605
 QG0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 QG0605'STATION IS LOCATED ABOUT 12 MILES NORTH NORTHWEST OF LINCOLN,
 QG0605'ABOUT 10-1/2 MILES WEST OF MATTAWAMKEAG AND 7 MILES SOUTH OF EAST
 QG0605'MILLINOCKET.  STATION IS 15 FEET NORTH OF THE APPROXIMATE CENTER OF
 QG0605'WOODS ROAD, 14 FEET EAST OF THE APPROXIMATE CENTER OF MAIN WOODS
 QG0605'ROAD AND 5 FEET SOUTH SOUTHWEST OF WITNESS POST.  THE MARK
 QG0605'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED DUNK 1958.
 QG0605'
 QG0605'REFERENCE MARK NO. 1 IS 10 FEET WEST OF THE APPROXIMATE CENTER
 QG0605'OF MAIN WOODS ROAD.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 QG0605'IS STAMPED DUNK NO. 1 1958.
 QG0605'
 QG0605'REFERENCE MARK NO. 2 IS 10 FEET WEST OF THE APPROXIMATE CENTER OF
 QG0605'MAIN WOODS ROAD.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 QG0605'IS STAMPED DUNK NO. 2 1958.
 QG0605'
 QG0605'AZIMUTH MARK IS 9 FEET WEST OF THE APPROXIMATE CENTER OF MAIN
 QG0605'WOODS ROAD AND 2 FEET EAST OF WITNESS POST.  THE MARK PROJECTS
 QG0605'ABOUT 2 INCHES AND THE DISK IS STAMPED DUNK 1958.
 QG0605'
 QG0605'TO REACH STATION FROM THE POST OFFICE IN LINCOLN GO NORTHERLY ON
 QG0605'U.S. HIGHWAY 2 FOR 5.7 MILES TO A SIDE ROAD LEFT.  TURN LEFT,
 QG0605'CROSSING BRIDGE OVER THE PENOBSCOT RIVER, FOR 0.45 MILES TO A
 QG0605'T INTERSECTION.  TURN LEFT AND GO SOUTHERLY FOR 0.55 MILE TO A
 QG0605'SIDE ROAD RIGHT AND JUNCTION OF STATE HIGHWAY 116.  KEEP STRAIGHT
 QG0605'AHEAD ON STATE HIGHWAY 116 FOR 2.4 MILES TO A SIDE ROAD RIGHT AT
 QG0605'OLD SCHOOLHOUSE ON RIGHT.  TURN RIGHT AND FOLLOW GRAVEL ROAD
 QG0605'NORTHWESTERLY FOR 1.0 MILE TO FORK JUST AFTER CROSSING
 QG0605'BRIDGE.  KEEP RIGHT FORK FOR 1.55 MILES TO A RAILROAD
 QG0605'CROSSING.  CONTINUE ON MAIN ROAD FOR 1.0 MILE TO FORK.  KEEP
 QG0605'RIGHT FORK ON MAIN ROAD FOR 1.1 MILES TO BRIDGE.  CONTINUE
 QG0605'FOR 1.9 MILES TO FORK.  KEEP RIGHT FORK ON MAIN ROAD FOR 1.45
 QG0605'MILES TO FORK.  KEEP LEFT FORK ON MAIN ROAD FOR 0.65 MILE TO
 QG0605'BRIDGE AND DAM.  CONTINUE STRAIGHT AHEAD FOR 0.05 MILE TO FORK.
 QG0605'TAKE RIGHT FORK FOR 2.1 MILES TO A SIDE ROAD RIGHT AND STATION
 QG0605'ON THE RIGHT AS DESCRIBED.  CONTINUE ON MAIN ROAD FOR 0.1 MILE
 QG0605'TO AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 QG0605'
 QG0605'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 QG0605
 QG0605                          STATION RECOVERY (1959)
 QG0605
 QG0605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 QG0605'19.4 MI NW FROM LINCOLN.
 QG0605'5.7 MILES NORTH ALONG U.S. HIGHWAY 2 FROM THE POST OFFICE AT
 QG0605'LINCOLN, THENCE 0.45 MILE WEST ALONG AN ASPHALT ROAD, THENCE
 QG0605'2.95 MILES SOUTH ALONG AN ASPHALT ROAD AND STATE HIGHWAY 116,
 QG0605'THENCE 10.35 MILES NORTHWESTERLY ALONG MAIN TRAVELED GRAVEL
 QG0605'ROAD, ABOUT 1.2 MILES SOUTH OF THE SOUTH END OF MEDUNKEUNK
 QG0605'LAKE, AT THE T JUNCTION OF A DIM WOODS ROAD LEADING EAST, 15
 QG0605'FEET NORTH OF THE CENTER LINE OF THE MAIN ROAD, 14 FEET EAST
 QG0605'OF THE CENTER LINE OF THE WOODS ROAD, 5 FEET SOUTHWEST OF A
 QG0605'METAL WITNESS POST, ABOUT LEVEL WITH THE ROADS, SET IN THE TOP
 QG0605'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE
 QG0605'GROUND.
 QG0605
 QG0605                          STATION RECOVERY (1981)
 QG0605
 QG0605'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1981 (BJR)
 QG0605'DUNK - 1958 RECOVERED GOOD.
 QG0605'
 QG0605'DUNK NO. 1 - 1959 SEARCHED FOR, NOT FOUND.
 QG0605'
 QG0605'DUNK NO. 2 - 1958 RECOVERED GOOD.
 QG0605'
 QG0605'AZ - DUNK - 1958 RECOVERED GOOD.
 QG0605'
 QG0605'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 12 MI.
 QG0605'NORTH-NORTHWEST OF LINCOLN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0607 ***********************************************************************
 QG0607  DESIGNATION -  DUNK AZ MK
 QG0607  PID         -  QG0607
 QG0607  STATE/COUNTY-  ME/PENOBSCOT
 QG0607  USGS QUAD   -  MEDUNKEUNK LAKE (1988)
 QG0607
 QG0607                         *CURRENT SURVEY CONTROL
 QG0607  ___________________________________________________________________
 QG0607* NAD 83(1986)-  45 31 35.     (N)    068 33 57.     (W)     SCALED    
 QG0607* NAVD 88     -       143.502  (meters)     470.81   (feet)  ADJUSTED  
 QG0607  ___________________________________________________________________
 QG0607  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 QG0607  DYNAMIC HT  -         143.504 (meters)     470.81  (feet)  COMP
 QG0607  MODELED GRAV-     980,624.7   (mgal)                       NAVD 88
 QG0607
 QG0607  VERT ORDER  -  SECOND    CLASS 0
 QG0607
 QG0607.The horizontal coordinates were scaled from a topographic map and have
 QG0607.an estimated accuracy of +/- 6 seconds.
 QG0607
 QG0607.The orthometric height was determined by differential leveling
 QG0607.and adjusted by the National Geodetic Survey in June 1991..
 QG0607
 QG0607.The geoid height was determined by GEOID03.
 QG0607
 QG0607.The dynamic height is computed by dividing the NAVD 88
 QG0607.geopotential number by the normal gravity value computed on the
 QG0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0607.degrees latitude (g = 980.6199 gals.).
 QG0607
 QG0607.The modeled gravity was interpolated from observed gravity values.
 QG0607
 QG0607;                    North         East    Units  Estimated Accuracy
 QG0607;SPC ME E     -   206,640.      294,860.      MT  (+/- 180 meters Scaled)
 QG0607
 QG0607                          SUPERSEDED SURVEY CONTROL
 QG0607
 QG0607  NGVD 29 (??/??/92)  143.69   (m)          471.4    (f) COMPUTED    2 0
 QG0607
 QG0607.Superseded values are not recommended for survey control.
 QG0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0607.See file dsdata.txt to determine how the superseded data were derived.
 QG0607
 QG0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL339415(NAD 83)
 QG0607_MARKER: DZ = AZIMUTH MARK DISK
 QG0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0607_STAMPING: DUNK 1958
 QG0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0607+STABILITY: SURFACE MOTION
 QG0607
 QG0607  HISTORY     - Date     Condition        Report By
 QG0607  HISTORY     - 1958     MONUMENTED       CGS
 QG0607  HISTORY     - 1959     GOOD             NGS
 QG0607
 QG0607                          STATION DESCRIPTION
 QG0607
 QG0607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QG0607'19.6 MI NW FROM LINCOLN.
 QG0607'5.7 MILES NORTH ALONG U.S. HIGHWAY 2 FROM THE POST OFFICE AT
 QG0607'LINCOLN, THENCE 0.45 MILE WEST ALONG AN ASPHALT ROAD, THENCE
 QG0607'2.95 MILES SOUTH ALONG AN ASPHALT ROAD AND STATE HIGHWAY 116,
 QG0607'THENCE 10.45 MILES NORTHWESTERLY ALONG MAIN TRAVELED GRAVEL
 QG0607'ROAD, ABOUT 1.1 MILES SOUTH OF THE SOUTH END OF MEDUNKEUNK LAKE,
 QG0607'ABOUT 0.1 MILE NORTH AND ACROSS THE ROAD FROM THE STATION,
 QG0607'9 FEET WEST OF THE APPROXIMATE CENTER OF MAIN WOODS ROAD,
 QG0607'2 FEET EAST OF WHITE METAL WITNESS POST, SET IN TOP OF A CONCRETE
 QG0607'POST PROJECTING 2 INCHES ABOVE THE GROUND AND ABOUT LEVEL
 QG0607'WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0604 ***********************************************************************
 QG0604  DESIGNATION -  DUNK RM 1
 QG0604  PID         -  QG0604
 QG0604  STATE/COUNTY-  ME/PENOBSCOT
 QG0604  USGS QUAD   -  MEDUNKEUNK LAKE (1988)
 QG0604
 QG0604                         *CURRENT SURVEY CONTROL
 QG0604  ___________________________________________________________________
 QG0604* NAD 83(1986)-  45 31 37.     (N)    068 33 56.     (W)     SCALED    
 QG0604* NAVD 88     -       139.995  (meters)     459.30   (feet)  ADJUSTED  
 QG0604  ___________________________________________________________________
 QG0604  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 QG0604  DYNAMIC HT  -         139.997 (meters)     459.31  (feet)  COMP
 QG0604  MODELED GRAV-     980,624.7   (mgal)                       NAVD 88
 QG0604
 QG0604  VERT ORDER  -  SECOND    CLASS 0
 QG0604
 QG0604.The horizontal coordinates were scaled from a topographic map and have
 QG0604.an estimated accuracy of +/- 6 seconds.
 QG0604
 QG0604.The orthometric height was determined by differential leveling
 QG0604.and adjusted by the National Geodetic Survey in June 1991..
 QG0604
 QG0604.The geoid height was determined by GEOID03.
 QG0604
 QG0604.The dynamic height is computed by dividing the NAVD 88
 QG0604.geopotential number by the normal gravity value computed on the
 QG0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0604.degrees latitude (g = 980.6199 gals.).
 QG0604
 QG0604.The modeled gravity was interpolated from observed gravity values.
 QG0604
 QG0604;                    North         East    Units  Estimated Accuracy
 QG0604;SPC ME E     -   206,700.      294,880.      MT  (+/- 180 meters Scaled)
 QG0604
 QG0604                          SUPERSEDED SURVEY CONTROL
 QG0604
 QG0604  NGVD 29 (??/??/92)  140.183  (m)          459.92   (f) ADJ UNCH    2 0
 QG0604
 QG0604.Superseded values are not recommended for survey control.
 QG0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0604.See file dsdata.txt to determine how the superseded data were derived.
 QG0604
 QG0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL339415(NAD 83)
 QG0604_MARKER: DR = REFERENCE MARK DISK
 QG0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0604_STAMPING: DUNK NO 1 1958
 QG0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0604+STABILITY: SURFACE MOTION
 QG0604
 QG0604  HISTORY     - Date     Condition        Report By
 QG0604  HISTORY     - 1958     MONUMENTED       CGS
 QG0604  HISTORY     - 1959     GOOD             NGS
 QG0604
 QG0604                          STATION DESCRIPTION
 QG0604
 QG0604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QG0604'19.4 MI NW FROM LINCOLN.
 QG0604'5.7 MILES NORTH ALONG U.S. HIGHWAY 2 FROM THE POST OFFICE AT
 QG0604'LINCOLN, THENCE 0.45 MILE WEST ALONG AN ASPHALT ROAD, THENE 2.95
 QG0604'MILES SOUTH ALONG AN ASPHALT ROAD AND STATE HIGHWAY 116, THENCE
 QG0604'10.35 MILES NORTHWESTERLY ALONG MAIN TRAVELED GRAVEL ROAD, ABOUT
 QG0604'1.2 MILES SOUTH OF THE SOUTH END OF MEDUNKEUNK LAKE, ABOUT 43.84
 QG0604'FEET SOUTHWEST AND ACROSS THE ROAD FROM THE STATION, 10 FEET
 QG0604'WEST OF THE APPROXIMATE CENTER OF MAIN WOODS ROAD, SET IN TOP
 QG0604'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND AND
 QG0604'ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0606 ***********************************************************************
 QG0606  DESIGNATION -  DUNK RM 2
 QG0606  PID         -  QG0606
 QG0606  STATE/COUNTY-  ME/PENOBSCOT
 QG0606  USGS QUAD   -  MEDUNKEUNK LAKE (1988)
 QG0606
 QG0606                         *CURRENT SURVEY CONTROL
 QG0606  ___________________________________________________________________
 QG0606* NAD 83(1986)-  45 31 37.     (N)    068 33 56.     (W)     SCALED    
 QG0606* NAVD 88     -       140.800  (meters)     461.94   (feet)  ADJUSTED  
 QG0606  ___________________________________________________________________
 QG0606  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 QG0606  DYNAMIC HT  -         140.802 (meters)     461.95  (feet)  COMP
 QG0606  MODELED GRAV-     980,624.7   (mgal)                       NAVD 88
 QG0606
 QG0606  VERT ORDER  -  SECOND    CLASS 0
 QG0606
 QG0606.The horizontal coordinates were scaled from a topographic map and have
 QG0606.an estimated accuracy of +/- 6 seconds.
 QG0606
 QG0606.The orthometric height was determined by differential leveling
 QG0606.and adjusted by the National Geodetic Survey in June 1991..
 QG0606
 QG0606.The geoid height was determined by GEOID03.
 QG0606
 QG0606.The dynamic height is computed by dividing the NAVD 88
 QG0606.geopotential number by the normal gravity value computed on the
 QG0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0606.degrees latitude (g = 980.6199 gals.).
 QG0606
 QG0606.The modeled gravity was interpolated from observed gravity values.
 QG0606
 QG0606;                    North         East    Units  Estimated Accuracy
 QG0606;SPC ME E     -   206,700.      294,880.      MT  (+/- 180 meters Scaled)
 QG0606
 QG0606                          SUPERSEDED SURVEY CONTROL
 QG0606
 QG0606  NGVD 29 (??/??/92)  140.988  (m)          462.56   (f) ADJ UNCH    2 0
 QG0606
 QG0606.Superseded values are not recommended for survey control.
 QG0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0606.See file dsdata.txt to determine how the superseded data were derived.
 QG0606
 QG0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL339415(NAD 83)
 QG0606_MARKER: DR = REFERENCE MARK DISK
 QG0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0606_STAMPING: DUNK NO 2 1958
 QG0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0606+STABILITY: SURFACE MOTION
 QG0606
 QG0606  HISTORY     - Date     Condition        Report By
 QG0606  HISTORY     - 1958     MONUMENTED       CGS
 QG0606  HISTORY     - 1959     GOOD             NGS
 QG0606
 QG0606                          STATION DESCRIPTION
 QG0606
 QG0606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QG0606'19.4 MI NW FROM LINCOLN.
 QG0606'5.7 MILES NORTH ALONG U.S. HIGHWAY 2 FROM THE POST OFFICE AT
 QG0606'LINCOLN, THENCE 0.45 MILE WEST ALONG AN ASPHALT ROAD, THENCE
 QG0606'2.95 MILES SOUTH ALONG AN ASPHALT ROAD AND STATE HIGHWAY 116,
 QG0606'THENCE 10.35 MILES NORTHWESTERLY ALONG MAIN TRAVELED GRAVEL
 QG0606'ROAD, ABOUT 1.2 MILES SOUTH OF THE SOUTH END OF MEDUNKEUNK
 QG0606'LAKE, ABOUT 76.9 FEET NORTH-NORTHWEST AND ACORSS THE ROAD
 QG0606'FROM THE STATION, 10 FEET WEST OF THE APPROXIMATE CENTER OF MAIN
 QG0606'WOODS ROAD, SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES
 QG0606'ABOVE THE GROUND AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0593 ***********************************************************************
 PE0593  DESIGNATION -  DUNN
 PE0593  PID         -  PE0593
 PE0593  STATE/COUNTY-  ME/PENOBSCOT
 PE0593  USGS QUAD   -  BANGOR (1991)
 PE0593
 PE0593                         *CURRENT SURVEY CONTROL
 PE0593  ___________________________________________________________________
 PE0593* NAD 83(1986)-  44 45 51.     (N)    068 52 06.     (W)     SCALED    
 PE0593* NAVD 88     -        38.353  (meters)     125.83   (feet)  ADJUSTED  
 PE0593  ___________________________________________________________________
 PE0593  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 PE0593  DYNAMIC HT  -          38.351 (meters)     125.82  (feet)  COMP
 PE0593  MODELED GRAV-     980,573.4   (mgal)                       NAVD 88
 PE0593
 PE0593  VERT ORDER  -  SECOND    CLASS 0
 PE0593
 PE0593.The horizontal coordinates were scaled from a topographic map and have
 PE0593.an estimated accuracy of +/- 6 seconds.
 PE0593
 PE0593.The orthometric height was determined by differential leveling
 PE0593.and adjusted by the National Geodetic Survey in June 1991..
 PE0593
 PE0593.The geoid height was determined by GEOID03.
 PE0593
 PE0593.The dynamic height is computed by dividing the NAVD 88
 PE0593.geopotential number by the normal gravity value computed on the
 PE0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0593.degrees latitude (g = 980.6199 gals.).
 PE0593
 PE0593.The modeled gravity was interpolated from observed gravity values.
 PE0593
 PE0593;                    North         East    Units  Estimated Accuracy
 PE0593;SPC ME E     -   122,000.      270,840.      MT  (+/- 180 meters Scaled)
 PE0593
 PE0593                          SUPERSEDED SURVEY CONTROL
 PE0593
 PE0593  NGVD 29 (??/??/92)   38.569  (m)          126.54   (f) ADJ UNCH    2 0
 PE0593
 PE0593.Superseded values are not recommended for survey control.
 PE0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0593.See file dsdata.txt to determine how the superseded data were derived.
 PE0593
 PE0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK104567(NAD 83)
 PE0593_MARKER: DB = BENCH MARK DISK
 PE0593_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE0593_SP_SET: BRIDGE SEAT
 PE0593_STAMPING: 126.538 DUNN 1933
 PE0593_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0593
 PE0593  HISTORY     - Date     Condition        Report By
 PE0593  HISTORY     - 1933     MONUMENTED       CGS
 PE0593  HISTORY     - 1958     GOOD             NGS
 PE0593  HISTORY     - 1985     GOOD             USPSQD
 PE0593  HISTORY     - 1989     GOOD             USPSQD
 PE0593
 PE0593                          STATION DESCRIPTION
 PE0593
 PE0593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 PE0593'1.3 MI N FROM HAMPDEN.
 PE0593'1.3 MILES NORTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM THE
 PE0593'STATION AT HAMPDEN, PENOBSCOT COUNTY, 0.3 MILE SOUTH OF MILEPOST
 PE0593'28, AT RAILROAD BRIDGE 2773 OVER SOUADABSCOOK STREAM, IN THE TOP
 PE0593'OF THE WEST END OF THE SOUTH BRIDGE SEAT, 13 FEET WEST OF THE
 PE0593'CENTERLINE OF THE TRACK, AND 4 FEET BELOW THE BASE OF THE RAIL.
 PE0593'A STANDARD DISK, STAMPED 126.538 DUNN 1933.
 PE0593
 PE0593                          STATION RECOVERY (1985)
 PE0593
 PE0593'RECOVERY NOTE BY US POWER SQUADRON 1985
 PE0593'RECOVERED IN GOOD CONDITION.
 PE0593
 PE0593                          STATION RECOVERY (1989)
 PE0593
 PE0593'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELG)
 PE0593'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0922 ***********************************************************************
 PD0922  DESIGNATION -  DUNN 1887
 PD0922  PID         -  PD0922
 PD0922  STATE/COUNTY-  ME/WASHINGTON
 PD0922  USGS QUAD   -  PEMBROKE (1977)
 PD0922
 PD0922                         *CURRENT SURVEY CONTROL
 PD0922  ___________________________________________________________________
 PD0922* NAD 83(1996)-  44 54 42.22443(N)    067 11 12.95201(W)     ADJUSTED  
 PD0922* NAVD 88     -        27.     (meters)      89.     (feet)  SCALED    
 PD0922  ___________________________________________________________________
 PD0922  LAPLACE CORR-           5.53  (seconds)                    DEFLEC99
 PD0922  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 PD0922
 PD0922  HORZ ORDER  -  THIRD
 PD0922
 PD0922.The horizontal coordinates were established by classical geodetic methods
 PD0922.and adjusted by the National Geodetic Survey in March 1998..
 PD0922
 PD0922.The orthometric height was scaled from a topographic map.
 PD0922
 PD0922.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0922
 PD0922.The geoid height was determined by GEOID03.
 PD0922
 PD0922;                    North         East     Units Scale Factor Converg.
 PD0922;SPC ME E     -   139,173.713   403,679.842   MT  1.00003214   +0 55 37.7
 PD0922;UTM  19      - 4,974,743.659   643,116.913   MT  0.99985187   +1 16 49.0
 PD0922
 PD0922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0922!SPC ME E     -   0.99999937  x   1.00003214  =   1.00003151
 PD0922!UTM  19      -   0.99999937  x   0.99985187  =   0.99985124
 PD0922
 PD0922                          SUPERSEDED SURVEY CONTROL
 PD0922
 PD0922  NAD 83(1992)-  44 54 42.21493(N)    067 11 12.95094(W) AD(       ) 3
 PD0922  NAD 83(1986)-  44 54 42.21294(N)    067 11 12.95333(W) AD(       ) 3
 PD0922  NAD 27      -  44 54 41.92900(N)    067 11 15.00800(W) AD(       ) 3
 PD0922
 PD0922.Superseded values are not recommended for survey control.
 PD0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0922.See file dsdata.txt to determine how the superseded data were derived.
 PD0922
 PD0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK4311774744(NAD 83)
 PD0922
 PD0922  HISTORY     - Date     Condition        Report By
 PD0922  HISTORY     - 1887     MONUMENTED       CGS
 PD0922  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0922  HISTORY     - 1956     SEE DESCRIPTION  CGS
 PD0922
 PD0922                          STATION DESCRIPTION
 PD0922
 PD0922'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0922'STATION IS ON A PROMINENT HILL ON THE E SIDE OF NORTH BRANCH
 PD0922'OF COBSCOOK RIVER, ABOUT 2 MILES E BY N FROM DENNYSVILLE,
 PD0922'AND 2-1/2 MILES S BY W FROM PEMBROKE.  IT IS ON A PENINSULA
 PD0922'FORMED BY THE RIVER AND OX COVE AND ABOUT 150 METERS FROM
 PD0922'THE SHORE OF THE FORMER.  THE ENTIRE HILL IS DENSELY WOODED
 PD0922'EXCEPT A SMALL CLEARING 100 METERS N OF THE STATION, WITH
 PD0922'THE RUINS OF AN OLD BARN AND HOUSE ON IT.  THE STATION IS
 PD0922'ON THE HIGHEST POINT, NEAR THE S END OF NARROW LEDGE ABOUT
 PD0922'5 METERS LONG AND 1 METER WIDE, AND IS MARKED BY A BRONZE
 PD0922'DISK WEDGED IN A DRILL HOLE IN A BOULDER.  THE LEDGE IN
 PD0922'1946 WAS COMPLETELY MOSS-COVERED.  THE CLEARING IN
 PD0922'DESCRIPTION IS AT BASE OF HILL.  ABOUT 20 METERS S OF THE
 PD0922'STATION IS A SMALL CLEARING.
 PD0922
 PD0922                          STATION RECOVERY (1956)
 PD0922
 PD0922'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (VES)
 PD0922'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0578 ***********************************************************************
 PE0578  DESIGNATION -  DUNPHY
 PE0578  PID         -  PE0578
 PE0578  STATE/COUNTY-  ME/PENOBSCOT
 PE0578  USGS QUAD   -  OLD TOWN (1988)
 PE0578
 PE0578                         *CURRENT SURVEY CONTROL
 PE0578  ___________________________________________________________________
 PE0578* NAD 83(1996)-  44 59 04.02434(N)    068 41 39.11000(W)     ADJUSTED  
 PE0578* NAVD 88     -        52.81   (+/-2cm)     173.3    (feet)  VERTCON   
 PE0578  ___________________________________________________________________
 PE0578  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 PE0578  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 PE0578
 PE0578  HORZ ORDER  -  THIRD
 PE0578  VERT ORDER  -  THIRD (See Below)
 PE0578
 PE0578.The horizontal coordinates were established by classical geodetic methods
 PE0578.and adjusted by the National Geodetic Survey in March 1998..
 PE0578
 PE0578.The NAVD 88 height was computed by applying the VERTCON shift value to
 PE0578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PE0578.The vertical order pertains to the NGVD 29 superseded value.
 PE0578
 PE0578.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE0578
 PE0578.The geoid height was determined by GEOID03.
 PE0578
 PE0578;                    North         East     Units Scale Factor Converg.
 PE0578;SPC ME E     -   146,434.079   284,685.554   MT  0.99990288   -0 08 14.2
 PE0578;UTM  19      - 4,981,268.609   524,108.455   MT  0.99960715   +0 12 58.2
 PE0578
 PE0578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE0578!SPC ME E     -   0.99999558  x   0.99990288  =   0.99989846
 PE0578!UTM  19      -   0.99999558  x   0.99960715  =   0.99960273
 PE0578
 PE0578|---------------------------------------------------------------------|
 PE0578| PID    Reference Object                     Distance      Geod. Az  |
 PE0578|                                                           dddmmss.s |
 PE0578| CE7913 DUNPHY RM 1                          14.443 METERS 06824     |
 PE0578| PE2147 DUNPHY 1960 PT A                     25.712 METERS 17819     |
 PE0578| CE7914 DUNPHY RM 2                          14.512 METERS 18308     |
 PE0578| PE0575 PEA                                  89.862 METERS 25243     |
 PE0578|---------------------------------------------------------------------|
 PE0578
 PE0578                          SUPERSEDED SURVEY CONTROL
 PE0578
 PE0578  NAD 83(1992)-  44 59 04.02409(N)    068 41 39.10931(W) AD(       ) 3
 PE0578  NAD 83(1986)-  44 59 04.02729(N)    068 41 39.10958(W) AD(       ) 3
 PE0578  NAD 27      -  44 59 03.77980(N)    068 41 40.98300(W) AD(       ) 3
 PE0578  NGVD 29 (??/??/??)   53.01   (m)          173.9    (f) RESET       3  
 PE0578
 PE0578.Superseded values are not recommended for survey control.
 PE0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0578.See file dsdata.txt to determine how the superseded data were derived.
 PE0578
 PE0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK2410881269(NAD 83)
 PE0578_MARKER: DS = TRIANGULATION STATION DISK
 PE0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0578_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PE0578_STAMPING: DUNPHY 1960
 PE0578_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE0578
 PE0578  HISTORY     - Date     Condition        Report By
 PE0578  HISTORY     - 1960     MONUMENTED       CGS
 PE0578  HISTORY     - 1960     GOOD             CGS
 PE0578  HISTORY     - 1975     SEE DESCRIPTION  NGS
 PE0578  HISTORY     - 1975     SEE DESCRIPTION  NGS
 PE0578  HISTORY     - 1976     SEE DESCRIPTION  NGS
 PE0578  HISTORY     - 1989     GOOD             USPSQD
 PE0578
 PE0578                          STATION DESCRIPTION
 PE0578
 PE0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (GLS)
 PE0578'STATION IS LOCATED ABOUT 5 MILES NORTH OF STILLWATER AND ABOUT
 PE0578'4-1/2 MILES NORTH NORTHWEST OF OLD TOWN ON THE PROPERTY OF
 PE0578'MICHAEL J. DUNPHY.  THE MARK IS ABOUT 2 INCHES BELOW GROUND
 PE0578'SURFACE 41 FEET EAST OF THE CENTER OF ROUTE 16, 63 FEET SOUTH
 PE0578'OF THE CENTER OF THE MAIN DRIVE TO THE DUNPHY RESIDENCE AND 54
 PE0578'FEET NORTHEAST OF A UTILITY POLE.  THE DISK IS STAMPED DUNPHY
 PE0578'1960.
 PE0578'
 PE0578'REFERENCE MARK NO. 1 IS 52 FT SOUTH OF THE CENTER OF THE MAIN
 PE0578'DRIVE TO THE RESIDENCE AND 12 FT WEST OF THE CENTER OF THE
 PE0578'NORTH-SOUTH PORTION OF THE CURVED DRIVEWAY.  MARK IS ABOUT 3
 PE0578'INCHES BELOW GROUND SURFACE AND THE DISK IS STAMPED DUNPHY NO 1.
 PE0578'
 PE0578'REFERENCE MARK NO. 2 IS 13.6 FEET EAST OF THE UTILITY POLE AND
 PE0578'17 FEET NORTHWEST OF THE CENTER OF THE DRIVEWAY.  MARK IS ABOUT
 PE0578'4 INCHES BELOW GROUND SURFACE AND THE DISK IS STAMPED DUNPHY NO 2.
 PE0578'
 PE0578'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND STATE
 PE0578'HIGHWAY 43 IN OLD TOWN, GO NORTH AND WEST ON STATE HIGHWAY 43 FOR
 PE0578'3.25 MILES TO THE JUNCTION OF STATE HIGHWAY 16.  TURN RIGHT AND
 PE0578'GO NORTH ON STATE HIGHWAY 16 FOR 2.4 MILES TO THE COUNTRY STORE
 PE0578'OF MICHAEL J. DUNPHY ON THE RIGHT AND THE STATION ABOUT 100 FEET
 PE0578'SOUTH OF THE STORE.
 PE0578
 PE0578                          STATION RECOVERY (1960)
 PE0578
 PE0578'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 PE0578'4.5 MI NW FROM OLD TOWN.
 PE0578'THE STATION IS LOCATED ABOUT 5 MILES NORTH OF STILLWATER AND
 PE0578'ABOUT 4.5 MILES NORTHWEST OF OLD TOWN ON THE PROPERTY OF MICHAEL
 PE0578'J. DUNPHY.  THE MARK IS ABOUT 2 INCHES BELOW GROUND SURFACE, 41
 PE0578'FEET EAST OF THE CENTER OF ROUTE 16, 63 FEET SOUTH OF THE CENTER
 PE0578'OF THE MAIN DRIVE TO THE DUNPHY RESIDENCE AND 54 FEET NORTHEAST
 PE0578'OF A UTILITY POLE.
 PE0578
 PE0578                          STATION RECOVERY (1975)
 PE0578
 PE0578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 PE0578'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND
 PE0578'IN GOOD CONDITION, NO AZIMUTH MARK AT THIS STATION.
 PE0578'
 PE0578'STATION IS LOCATED ABOUT 5 MILES NORTH OF STILLWATER, ABOUT
 PE0578'4-1/2 MILES NORTHWEST OF OLD TOWN, IN A VACANT LOT ON THE EAST
 PE0578'SIDE OF STATE HIGHWAY 16 ON PROPERTY OWNED BY MR. M.J. DUNPHY.
 PE0578'
 PE0578'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND
 PE0578'STATE HIGHWAY 43 IN OLD TOWN, GO NORTH AND WEST ON STATE HIGHWAY
 PE0578'43 FOR 3.2 MILES TO JUNCTION OF STATE HIGHWAY 16, TURN RIGHT,
 PE0578'GO NORTH ON STATE HIGHWAY 16 FOR 2.35 MILES TO VACANT LOT AND
 PE0578'STATION ON RIGHT, 0.1 MILE BEFORE REACHING THE JUNCTION OF
 PE0578'STATE HIGHWAY 116.
 PE0578'
 PE0578'STATION IS A STANDARD DISK SET IN TOP OF 12 INCH ROUND CONCRETE
 PE0578'MONUMENT ABOUT 3 INCHES BELOW THE GROUND AND IS STAMPED DUNPHY
 PE0578'1960.  IT IS 63 FEET SOUTH OF A DRIVEWAY, 41 FEET EAST OF
 PE0578'CENTER OF STATE HIGHWAY 16 AND 7.2 FEET NORTHEAST OF WITNESS POST.
 PE0578'
 PE0578'REFERENCE MARK 1 A STANDARD DISK SET IN TOP OF A 12 INCH ROUND
 PE0578'CONCRETE MONUMENT ABOUT 2 INCHES BELOW GROUND AND IS STAMPED
 PE0578'DUNPHY NO 1 1960.  IT IS 88 FEET EAST OF CENTER OF STATE HIGHWAY
 PE0578'16, 52.5 FEET EAST-NORTHEAST OF WITNESS POST AND 52 FEET SOUTH
 PE0578'OF A DRIVEWAY.
 PE0578'
 PE0578'REFERENCE MARK 2 IS A STANDARD DISK SET IN TOP OF A 12 INCH
 PE0578'ROUND CONCRETE MONUMENT ABOUT 2 INCHES BELOW THE GROUND AND IS
 PE0578'STAMPED DUNPHY NO 2 1960.  IT IS 40.8 FEET SOUTH OF WITNESS
 PE0578'POST, 39 FEET EAST OF CENTER OF STATE HIGHWAY 16 AND 17 FEET
 PE0578'NORTH OF CENTER OF A DRIVEWAY.
 PE0578'
 PE0578'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PE0578'4-1/2 MILES NORTHWEST OF OLD TOWN.
 PE0578
 PE0578                          STATION RECOVERY (1975)
 PE0578
 PE0578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (NP)
 PE0578'THE STATION WAS RE-REFERENCED FROM TWO UTILITY POLES ON THE WEST
 PE0578'SIDE OF ROUTE 16, UTILITY POLE NO. 86 IS THE 2ND POLE SOUTH OF
 PE0578'THE INTERSECTION OF ROUTE 16 AND 116, MAGNETIC BEARING AND
 PE0578'DISTANCE FROM THE POLE TO DUNPHY ARE S40E, 133 FT.  UTILITY
 PE0578'POLE NO. 87 IS THE 3RD POLE SOUTH OF THE INTERSECTION, MAGNETIC
 PE0578'BEARING AND DISTANCE FROM POLE TO DUNPHY ARE N30E, 129 FT.
 PE0578'
 PE0578'DUNPHY GOOD MARKS ARE ACCESSIBLE.
 PE0578'
 PE0578'DUNPHY 1 GOOD
 PE0578'
 PE0578'DUNPHY 2 GOOD
 PE0578
 PE0578                          STATION RECOVERY (1976)
 PE0578
 PE0578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 PE0578'STATION DUNPHY 1960, RM 1, RM 2 RECOVERED IN GOOD AND MARKED WITH
 PE0578'PAINT.
 PE0578'
 PE0578'NOTE--MARK SET 2 FEET WEST.
 PE0578
 PE0578                          STATION RECOVERY (1989)
 PE0578
 PE0578'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELG)
 PE0578'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0577 ***********************************************************************
 PE0577  DESIGNATION -  DUNPHY RM 2
 PE0577  PID         -  PE0577
 PE0577  STATE/COUNTY-  ME/PENOBSCOT
 PE0577  USGS QUAD   -  OLD TOWN (1988)
 PE0577
 PE0577                         *CURRENT SURVEY CONTROL
 PE0577  ___________________________________________________________________
 PE0577* NAD 83(1986)-  44 59 03.     (N)    068 41 38.     (W)     SCALED    
 PE0577* NAVD 88     -        52.84   (+/-2cm)     173.4    (feet)  VERTCON   
 PE0577  ___________________________________________________________________
 PE0577  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 PE0577
 PE0577  VERT ORDER  -  THIRD (See Below)
 PE0577
 PE0577.The horizontal coordinates were scaled from a topographic map and have
 PE0577.an estimated accuracy of +/- 6 seconds.
 PE0577
 PE0577.The NAVD 88 height was computed by applying the VERTCON shift value to
 PE0577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PE0577.The vertical order pertains to the NGVD 29 superseded value.
 PE0577
 PE0577.The geoid height was determined by GEOID03.
 PE0577
 PE0577;                    North         East    Units  Estimated Accuracy
 PE0577;SPC ME E     -   146,400.      284,710.      MT  (+/- 180 meters Scaled)
 PE0577
 PE0577                          SUPERSEDED SURVEY CONTROL
 PE0577
 PE0577  NGVD 29 (??/??/??)   53.05   (m)          174.0    (f) RESET       3  
 PE0577
 PE0577.Superseded values are not recommended for survey control.
 PE0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0577.See file dsdata.txt to determine how the superseded data were derived.
 PE0577
 PE0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK241812(NAD 83)
 PE0577_MARKER: DR = REFERENCE MARK DISK
 PE0577_SETTING: 0 = UNSPECIFIED SETTING
 PE0577_STAMPING: DUNPHY NO 2
 PE0577_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE0577
 PE0577  HISTORY     - Date     Condition        Report By
 PE0577  HISTORY     - UNK      MONUMENTED       CGS
 PE0577  HISTORY     - 1960     GOOD             NGS
 PE0577
 PE0577                          STATION DESCRIPTION
 PE0577
 PE0577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 PE0577'5.2 MI N FROM OLD TOWN.
 PE0577'THE MARK IS 13.6 FEET EAST OF THE UTILITY POLE AND 17 FEET
 PE0577'NORTHWEST OF THE CENTER OF THE DRIVEWAY, IT IS ABOUT 4 INCHES
 PE0577'BELOW THE GROUND SURFACE.  TO REACH THE STATION FROM THE JUNCTION
 PE0577'OF U.S. HIGHWAY 2 AND STATE HIGHWAY 43 IN OLD TOWN, GO NORTH
 PE0577'AND WEST ON STATE HIGHWAY 43 FOR 3.25 MILES TO THE JUNCTION OF
 PE0577'STATE HIGHWAY 16.  TURN RIGHT AND GO NORTH ON STATE HIGHWAY 16
 PE0577'FOR 2.4 MILES TO THE COUNTRY STORE OF MICHAEL J. DUNPHY ON THE
 PE0577'RIGHT, THE STATION IS ABOUT 100 FEET SOUTH OF THE STORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0242 ***********************************************************************
 QH0242  DESIGNATION -  DURGIN
 QH0242  PID         -  QH0242
 QH0242  STATE/COUNTY-  ME/SOMERSET
 QH0242  USGS QUAD   -  JOHNSON MOUNTAIN (1989)
 QH0242
 QH0242                         *CURRENT SURVEY CONTROL
 QH0242  ___________________________________________________________________
 QH0242* NAD 83(1996)-  45 23 15.07330(N)    070 01 19.08037(W)     ADJUSTED  
 QH0242* NAVD 88     -       395.6    (meters)    1298.     (feet)  VERTCON   
 QH0242  ___________________________________________________________________
 QH0242  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 QH0242  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 QH0242
 QH0242  HORZ ORDER  -  THIRD
 QH0242
 QH0242.The horizontal coordinates were established by classical geodetic methods
 QH0242.and adjusted by the National Geodetic Survey in March 1998..
 QH0242
 QH0242.The NAVD 88 height was computed by applying the VERTCON shift value to
 QH0242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QH0242
 QH0242.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0242
 QH0242.The geoid height was determined by GEOID03.
 QH0242
 QH0242;                    North         East     Units Scale Factor Converg.
 QH0242;SPC ME W     -   283,807.699   911,331.582   MT  0.99996824   +0 06 10.8
 QH0242;SPC ME E     -   192,333.458   180,821.492   MT  1.00007458   -1 05 00.9
 QH0242;UTM  19      - 5,026,508.403   419,998.235   MT  0.99967869   -0 43 39.2
 QH0242
 QH0242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0242!SPC ME W     -   0.99994192  x   0.99996824  =   0.99991016
 QH0242!SPC ME E     -   0.99994192  x   1.00007458  =   1.00001649
 QH0242!UTM  19      -   0.99994192  x   0.99967869  =   0.99962062
 QH0242
 QH0242|---------------------------------------------------------------------|
 QH0242| PID    Reference Object                     Distance      Geod. Az  |
 QH0242|                                                           dddmmss.s |
 QH0242| DA4999 DURGIN RM 1                          15.616 METERS 19809     |
 QH0242| DA5000 DURGIN RM 2                          12.796 METERS 31327     |
 QH0242| QH0243 MT COBURN                           APPROX.12.2 KM 3174923.0 |
 QH0242|---------------------------------------------------------------------|
 QH0242
 QH0242                          SUPERSEDED SURVEY CONTROL
 QH0242
 QH0242  NAD 83(1992)-  45 23 15.07219(N)    070 01 19.07423(W) AD(       ) 3
 QH0242  NAD 83(1986)-  45 23 15.07305(N)    070 01 19.08378(W) AD(       ) 3
 QH0242  NAD 27      -  45 23 14.89800(N)    070 01 20.87000(W) AD(       ) 3
 QH0242  NGVD 29 (07/19/86)  395.8    (m)         1299.     (f) VERT ANG       
 QH0242
 QH0242.Superseded values are not recommended for survey control.
 QH0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0242.See file dsdata.txt to determine how the superseded data were derived.
 QH0242
 QH0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL1999826508(NAD 83)
 QH0242_MARKER: Z = SEE DESCRIPTION
 QH0242_SETTING: 0 = UNSPECIFIED SETTING
 QH0242
 QH0242  HISTORY     - Date     Condition        Report By
 QH0242  HISTORY     - 1955     MONUMENTED       CGS
 QH0242  HISTORY     - 1956     SEE DESCRIPTION  USGS
 QH0242
 QH0242                          STATION DESCRIPTION
 QH0242
 QH0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 QH0242'THE STATION IS LOCATED ON THE RIGHT-OF-WAY OF U.S. HIGHWAY
 QH0242'201 ABOUT 4.5 MILES NORTH NORTHWEST OF THE VILLAGE OF THE
 QH0242'FORKS, AND 0.25 MILE WEST OF DURGIN BROOK.
 QH0242'
 QH0242'THE STATION MARK IS A STANDARD DISK STAMPED DURGIN 1955 SET IN
 QH0242'THE TOP OF A CONCRETE MONUMENT THAT IS 10 INCHES IN DIAMETER AND
 QH0242'SET FLUSH WITH THE GROUND.  IT IS 118.0 FEET WEST OF THE NORTHWEST
 QH0242'CORNER OF A LARGE HOUSE, 40.0 FEET WEST OF THE CENTERLINE OF
 QH0242'U.S. HIGHWAY 201 AND 6.0 FEET SOUTH OF A WHITE WITNESS POST.
 QH0242'
 QH0242'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED DURGIN
 QH0242'NO 1 1955 SET IN A DRILL HOLE IN A LARGE BOULDER THAT PROJECTS
 QH0242'6 INCHES.  IT IS 1.5 FEET HIGHER THAN THE STATION.
 QH0242'
 QH0242'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED DURGIN
 QH0242'NO 2 1955 SET IN A DRILL HOLE IN A LARGE BOULDER THAT PROJECTS
 QH0242'8 INCHES.  IT IS 43.0 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY
 QH0242'201 AND IS ABOUT 1.0 FOOT HIGHER THAN THE STATION.
 QH0242'
 QH0242'TO REACH FROM THE U.S. POST OFFICE IN THE VILLAGE OF THE FORKS
 QH0242'GO NORTH NORTHWEST, ON U.S. HIGHWAY 201, FOR, 3.3 MILES TO
 QH0242'THE GREENLEAF LOG CABINS ON THE LEFT.  CONTINUE NORTH NORTHWEST,
 QH0242'ON U.S. HIGHWAY 201, FOR 0.95 MILE TO A LARGE HOUSE ON THE
 QH0242'RIGHT AND STATION ON THE LEFT AS DESCRIBED.
 QH0242
 QH0242                          STATION RECOVERY (1956)
 QH0242
 QH0242'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956 (RAK)
 QH0242'THE STATION MARK AND BOTH REFERENCE MARKS WERE DESTROYED AND
 QH0242'A NEW STATION DURGIN 2 1956 ESTABLISHED BY MR. R.A. KINNEY OF THE
 QH0242'GEOLOGICAL SURVEY, TO PERMIT NEW HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0241 ***********************************************************************
 QH0241  DESIGNATION -  DURGIN 2
 QH0241  PID         -  QH0241
 QH0241  STATE/COUNTY-  ME/SOMERSET
 QH0241  USGS QUAD   -  JOHNSON MOUNTAIN (1989)
 QH0241
 QH0241                         *CURRENT SURVEY CONTROL
 QH0241  ___________________________________________________________________
 QH0241* NAD 83(1996)-  45 23 14.94103(N)    070 01 19.50306(W)     ADJUSTED  
 QH0241* NAVD 88     -       395.     (meters)    1296.     (feet)  SCALED    
 QH0241  ___________________________________________________________________
 QH0241  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 QH0241  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 QH0241
 QH0241  HORZ ORDER  -  THIRD
 QH0241
 QH0241.The horizontal coordinates were established by classical geodetic methods
 QH0241.and adjusted by the National Geodetic Survey in March 1998..
 QH0241.No horizontal observational check was made to the station.
 QH0241
 QH0241.The orthometric height was scaled from a topographic map.
 QH0241
 QH0241.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0241
 QH0241.The geoid height was determined by GEOID03.
 QH0241
 QH0241;                    North         East     Units Scale Factor Converg.
 QH0241;SPC ME W     -   283,803.599   911,322.395   MT  0.99996824   +0 06 10.5
 QH0241;SPC ME E     -   192,329.549   180,812.220   MT  1.00007461   -1 05 01.2
 QH0241;UTM  19      - 5,026,504.438   419,988.992   MT  0.99967871   -0 43 39.5
 QH0241
 QH0241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0241!SPC ME W     -   0.99994204  x   0.99996824  =   0.99991028
 QH0241!SPC ME E     -   0.99994204  x   1.00007461  =   1.00001665
 QH0241!UTM  19      -   0.99994204  x   0.99967871  =   0.99962077
 QH0241
 QH0241:                Primary Azimuth Mark                     Grid Az
 QH0241:SPC ME W     -  SQUAW MOUNTAIN LOT 1955                  065 57 01.2
 QH0241:SPC ME E     -  SQUAW MOUNTAIN LOT 1955                  067 08 12.9
 QH0241:UTM  19      -  SQUAW MOUNTAIN LOT 1955                  066 46 51.2
 QH0241
 QH0241|---------------------------------------------------------------------|
 QH0241| PID    Reference Object                     Distance      Geod. Az  |
 QH0241|                                                           dddmmss.s |
 QH0241| QG1354 SQUAW MOUNTAIN LOT 1955             APPROX.26.6 KM 0660311.7 |
 QH0241| QH0242 DURGIN                               10.061 METERS 06603     |
 QH0241| DA5001 DURGIN 2 RM 1                         9.292 METERS 13946     |
 QH0241| DA5002 DURGIN 2 RM 2                        23.119 METERS 22732     |
 QH0241|---------------------------------------------------------------------|
 QH0241
 QH0241                          SUPERSEDED SURVEY CONTROL
 QH0241
 QH0241  NAD 83(1992)-  45 23 14.93992(N)    070 01 19.49692(W) AD(       ) 3
 QH0241  NAD 83(1986)-  45 23 14.94077(N)    070 01 19.50647(W) AD(       ) 3
 QH0241  NAD 27      -  45 23 14.76600(N)    070 01 21.29300(W) AD(       ) 3
 QH0241
 QH0241.Superseded values are not recommended for survey control.
 QH0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0241.See file dsdata.txt to determine how the superseded data were derived.
 QH0241
 QH0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL1998926504(NAD 83)
 QH0241
 QH0241  HISTORY     - Date     Condition        Report By
 QH0241  HISTORY     - 1956     MONUMENTED       CGS
 QH0241
 QH0241                          STATION DESCRIPTION
 QH0241
 QH0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WHR)
 QH0241'THIS STATION WAS ESTABLISHED WHEN DURGIN 1955 WAS DESTROYED TO
 QH0241'PERMIT HIGHWAY CONSTRUCTION.  DURGIN 2 WAS ESTABLISHED ON
 QH0241'LINE AND AWAY FROM SQUAW MOUNTAIN LOOKOUT TOWER BY MR. KINNEY
 QH0241'OF THE U.S. GEOLOGICAL SURVEY.  DURGIN 2 CAN BE SEEN FROM
 QH0241'TRIANGULATION STATION MT COBURN 1928 AND SQUAW (USGS) 1955.  THE
 QH0241'NEW DISK IS STAMPED DURGIN 2 1956 AND IS ABOUT 33 FEET WEST OF
 QH0241'THE ORIGINAL STATION.
 QH0241'
 QH0241'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED DURGIN 2 NO 1
 QH0241'1956 AND IS SET SOUTHEAST OF THE STATION.
 QH0241'
 QH0241'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED DURGIN 2 NO 2
 QH0241'1956 AND IS SET SOUTHWEST OF THE STATION.
 QH0241'
 QH0241'NO AZIMUTH MARK WAS SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0363 ***********************************************************************
 QH0363  DESIGNATION -  DUTCH IBC
 QH0363  PID         -  QH0363
 QH0363  STATE/COUNTY-  ME/OXFORD
 QH0363  USGS QUAD   -  NORTHWEST POND (1990)
 QH0363
 QH0363                         *CURRENT SURVEY CONTROL
 QH0363  ___________________________________________________________________
 QH0363* NAD 83(1996)-  45 16 01.20427(N)    070 50 28.36874(W)     ADJUSTED  
 QH0363* NAVD 88     -      1133.     (meters)    3717.     (feet)  SCALED    
 QH0363  ___________________________________________________________________
 QH0363  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 QH0363  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 QH0363
 QH0363  HORZ ORDER  -  THIRD
 QH0363
 QH0363.The horizontal coordinates were established by classical geodetic methods
 QH0363.and adjusted by the National Geodetic Survey in March 1998..
 QH0363
 QH0363.The orthometric height was scaled from a topographic map.
 QH0363
 QH0363.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0363
 QH0363.The geoid height was determined by GEOID03.
 QH0363
 QH0363;                    North         East     Units Scale Factor Converg.
 QH0363;SPC ME W     -   270,625.051   847,063.485   MT  1.00000111   -0 28 45.1
 QH0363;UTM  19      - 5,014,260.516   355,559.963   MT  0.99985652   -1 18 29.6
 QH0363
 QH0363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0363!SPC ME W     -   0.99982642  x   1.00000111  =   0.99982752
 QH0363!UTM  19      -   0.99982642  x   0.99985652  =   0.99968296
 QH0363
 QH0363:                Primary Azimuth Mark                     Grid Az
 QH0363:SPC ME W     -  MON 446 ECC IBC                          236 49 48.1
 QH0363:UTM  19      -  MON 446 ECC IBC                          237 39 32.6
 QH0363
 QH0363|---------------------------------------------------------------------|
 QH0363| PID    Reference Object                     Distance      Geod. Az  |
 QH0363|                                                           dddmmss.s |
 QH0363| QH0377 MON 446 ECC IBC                     484.259 METERS 2362103.0 |
 QH0363| QH0332 GOSFORD IBC                         APPROX. 4.3 KM 3322940.5 |
 QH0363|---------------------------------------------------------------------|
 QH0363
 QH0363                          SUPERSEDED SURVEY CONTROL
 QH0363
 QH0363  NAD 83(1992)-  45 16 01.20292(N)    070 50 28.36563(W) AD(       ) 3
 QH0363  NAD 83(1992)-  45 16 01.21030(N)    070 50 28.36291(W) AD(       ) 3
 QH0363  NAD 83(1986)-  45 16 01.20822(N)    070 50 28.36778(W) AD(       ) 3
 QH0363  NAD 27      -  45 16 01.03700(N)    070 50 30.12400(W) AD(       ) 3
 QH0363
 QH0363.Superseded values are not recommended for survey control.
 QH0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0363.See file dsdata.txt to determine how the superseded data were derived.
 QH0363
 QH0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL5556014261(NAD 83)
 QH0363_MARKER: DD = SURVEY DISK
 QH0363_SETTING: 66 = SET IN ROCK OUTCROP
 QH0363_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 QH0363_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QH0363+STABILITY: POSITION/ELEVATION WELL
 QH0363_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QH0363+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2006
 QH0363
 QH0363  HISTORY     - Date     Condition        Report By
 QH0363  HISTORY     - 1916     MONUMENTED       IBC
 QH0363  HISTORY     - 1941     GOOD             IBC
 QH0363  HISTORY     - 20060713 GOOD             GEOCAC
 QH0363
 QH0363                          STATION DESCRIPTION
 QH0363
 QH0363'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1916 (JH)
 QH0363'IN TOWNSHIP 3, RANGE 5, 2-3/4 MILES SOUTH - SOUTHEAST OF GOSFORD
 QH0363'MOUNTAIN.  THE STATION IS ON THE HIGHEST POINT OF THE PEAK, ON THE
 QH0363'BOUNDARY BETWEEN MONUMENTS 445 AND 446, AND 600 FEET SOUTHWEST OF
 QH0363'THE FORMER.
 QH0363'
 QH0363'STATION MARK--A BRONZE DISK CEMENTED IN A DRILL HOLE IN ROCK.
 QH0363'MONUMENT 445 3 IS 11.48 DISTANT, N 69 DEG 16 MIN W,
 QH0363'FROM THE STATION.
 QH0363
 QH0363                          STATION RECOVERY (1941)
 QH0363
 QH0363'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941 (FHB)
 QH0363'STATION RECOVERED IN GOOD CONDITION.
 QH0363
 QH0363                          STATION RECOVERY (2006)
 QH0363
 QH0363'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 QH0363'THE MARK WAS RECOVERED IN GOOD CONDITION.
 QH0363' 
 QH0363'THE STATION IS LOCATED ON THE HIGHEST POINT OF THE PEAK ON THE
 QH0363'BOUNDARY BETWEEN MONUMENTS 445 AND 446.  THE STATION IS ABOUT 12 FEET
 QH0363'TO THE EAST (ON THE US SIDE) OF THE CENTER OF THE BOUNDARY SWATH AND
 QH0363'CAN BE LOCATED USING MONUMENT 445-3 AS A REFERENCE AS DESCRIBED.
 QH0363' 
 QH0363'A LARGE ROCK CAIRN HAD BEEN BUILT ON TOP OF THE STATION.  THE ROCKS OF
 QH0363'THE CAIRN WERE REARRANGED TO EXPOSE THE STATION TO VIEW.  THE CAIRN
 QH0363'WAS BUILT BY HIKERS, SINCE THIS PEAK IS A POPULAR DESTINATION FOR
 QH0363'HIKERS AND CLIMBERS IN NEW ENGLAND SINCE IT IS ONE OF NEW ENGLAND'S
 QH0363'100 HIGHEST PEAKS.
 QH0363' 
 QH0363'IN FACT, AT 3855 FEET, THIS PEAK IS THE HIGHEST POINT ON THE US-CANADA
 QH0363'BORDER BETWEEN THE ATLANTIC OCEAN AND NORTH DAKOTA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1976 ***********************************************************************
 OC1976  DESIGNATION -  DUTTON
 OC1976  PID         -  OC1976
 OC1976  STATE/COUNTY-  ME/CUMBERLAND
 OC1976  USGS QUAD   -  CUMBERLAND CENTER (1975)
 OC1976
 OC1976                         *CURRENT SURVEY CONTROL
 OC1976  ___________________________________________________________________
 OC1976* NAD 83(1996)-  43 50 58.22403(N)    070 20 33.89031(W)     ADJUSTED  
 OC1976* NAVD 88     -       175.1    (meters)     574.     (feet)  VERTCON   
 OC1976  ___________________________________________________________________
 OC1976  LAPLACE CORR-           3.91  (seconds)                    DEFLEC99
 OC1976  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 OC1976
 OC1976  HORZ ORDER  -  FIRST
 OC1976
 OC1976.The horizontal coordinates were established by classical geodetic methods
 OC1976.and adjusted by the National Geodetic Survey in March 1998..
 OC1976
 OC1976.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC1976.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC1976
 OC1976.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1976
 OC1976.The geoid height was determined by GEOID03.
 OC1976
 OC1976;                    North         East     Units Scale Factor Converg.
 OC1976;SPC ME W     -   112,907.549   885,842.064   MT  0.99996913   -0 07 19.1
 OC1976;UTM  19      - 4,856,034.282   392,074.276   MT  0.99974326   -0 55 49.1
 OC1976
 OC1976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1976!SPC ME W     -   0.99997668  x   0.99996913  =   0.99994581
 OC1976!UTM  19      -   0.99997668  x   0.99974326  =   0.99971995
 OC1976
 OC1976|---------------------------------------------------------------------|
 OC1976| PID    Reference Object                     Distance      Geod. Az  |
 OC1976|                                                           dddmmss.s |
 OC1976| CE8128 DUTTON RM 1                          19.187 METERS 10517     |
 OC1976| OC1975 GRAY NETT MICROWAVE                 149.850 METERS 10713     |
 OC1976| OC1972 MT INDEPENDENCE                     APPROX.10.2 KM 1693927.0 |
 OC1976| OC1967 FALMOUTH TV STA WCSH MAST           APPROX. 9.7 KM 1714403.7 |
 OC1976| CE8129 DUTTON RM 2                          17.587 METERS 18958     |
 OC1976|---------------------------------------------------------------------|
 OC1976
 OC1976                          SUPERSEDED SURVEY CONTROL
 OC1976
 OC1976  NAD 83(1992)-  43 50 58.22285(N)    070 20 33.89071(W) AD(       ) 1
 OC1976  NAD 83(1986)-  43 50 58.22912(N)    070 20 33.89577(W) AD(       ) 1
 OC1976  NAD 27      -  43 50 57.95162(N)    070 20 35.70015(W) AD(       ) 1
 OC1976  NGVD 29 (07/19/86)  175.3    (m)          575.     (f) VERT ANG       
 OC1976
 OC1976.Superseded values are not recommended for survey control.
 OC1976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1976.See file dsdata.txt to determine how the superseded data were derived.
 OC1976
 OC1976_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9207456034(NAD 83)
 OC1976_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OC1976_SETTING: 66 = SET IN ROCK OUTCROP
 OC1976
 OC1976  HISTORY     - Date     Condition        Report By
 OC1976  HISTORY     - 1977     MONUMENTED       NGS
 OC1976
 OC1976                          STATION DESCRIPTION
 OC1976
 OC1976'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (ALB)
 OC1976'THE STATION IS LOCATED ATOP DUTTON HILL, ABOUT 2.5 MILES SOUTH
 OC1976'OF GRAY, 5.0 MILES EAST OF NORTH WINDHAM AND IS ON PROPERTY
 OC1976'OWNED BY MRS. RUTH B. YENNE, 729 WEST PALM DRIVE, COVINA,
 OC1976'CALIFORNIA. 91722. TELEPHONE NUMBER 213-966-3842.
 OC1976'
 OC1976'TO REACH THE STATION FROM THE POST OFFICE IN GRAY, GO EAST ON
 OC1976'STATE HIGHWAY 26 FOR 0.1 MILE TO THE JUNCTION WITH STATE
 OC1976'HIGHWAYS 4, 100, 26 AND 202.
 OC1976'TURN RIGHT AND GO SOUTH ON STATE HIGHWAY
 OC1976'26 FOR 0.05 MILE TO A FORK, BEAR RIGHT AND GO SOUTHWEST ON
 OC1976'STATE HIGHWAY 202 FOR ABOUT 75 FEET TO A SIDE ROAD LEFT. TURN
 OC1976'LEFT AND GO SOUTHWESTERLY ON A PAVED ROAD FOR 0.4 MILE TO A
 OC1976'BRIDGE OVER A TURNPIKE, CONTINUE SOUTHWESTERLY ON THE PAVED
 OC1976'ROAD FOR 0.6 MILE TO A FORK, BEAR RIGHT AND CONTINUE
 OC1976'SOUTHWEST FOR 1.6 MILES TO A CROSSROAD. TURN LEFT ON DUTTON
 OC1976'HILL ROAD AND GO EASTERLY FOR 0.6 MILE TO A GRAVEL
 OC1976'ROAD LEFT AND A GATE. TURN LEFT AND GO UPHILL FOR 0.25 MILE
 OC1976'TO A FIELD ROAD ON THE LEFT. TURN LEFT AND GO NORTHERLY TO
 OC1976'THE HIGHEST POINT IN THE FIELD AND THE STATION.
 OC1976'
 OC1976'STATION MARK, STAMPED---DUTTON 1975---, IS A STANDARD DISK
 OC1976'CEMENTED IN A DRILL HOLE IN BEDROCK.
 OC1976'THERE ARE NO LOCAL OBJECTS TO REFERENCE TO.
 OC1976'
 OC1976'REFERENCE MARK 1, STAMPED --DUTTON NO 1 1975---, IS A STANDARD
 OC1976'DISK CEMENTED IN A DRILL HOLE IN BEDROCK. THERE ARE NO LOCAL
 OC1976'OBJECTS TO REFERENCE TO.
 OC1976'
 OC1976'REFERENCE MARK 2, STAMPED---DUTTON NO 2 1975---, IS A STANDARD
 OC1976'DISK CEMENTED IN A DRILL HOLE IN BEDROCK. THERE ARE NO LOCAL
 OC1976'OBJECTS TO REFERENCE TO.
 OC1976'
 OC1976'THERE WAS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 OC1976'
 OC1976'THE HEIGHT OF LIGHT ABOVE THE MARK WAS 18.8 METERS.
 OC1976'
 OC1976'DESCRIBED BY G.E. NELSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1015 ***********************************************************************
 PD1015  DESIGNATION -  DWELLEY 1862
 PD1015  PID         -  PD1015
 PD1015  STATE/COUNTY-  ME/WASHINGTON
 PD1015  USGS QUAD   -  MACHIAS (1977)
 PD1015
 PD1015                         *CURRENT SURVEY CONTROL
 PD1015  ___________________________________________________________________
 PD1015* NAD 83(1996)-  44 43 40.80289(N)    067 24 23.69190(W)     ADJUSTED  
 PD1015* NAVD 88     -        87.     (meters)     285.     (feet)  SCALED    
 PD1015  ___________________________________________________________________
 PD1015  LAPLACE CORR-           6.20  (seconds)                    DEFLEC99
 PD1015  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 PD1015
 PD1015  HORZ ORDER  -  THIRD
 PD1015
 PD1015.The horizontal coordinates were established by classical geodetic methods
 PD1015.and adjusted by the National Geodetic Survey in March 1998..
 PD1015
 PD1015.The orthometric height was scaled from a topographic map.
 PD1015
 PD1015.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1015
 PD1015.The geoid height was determined by GEOID03.
 PD1015
 PD1015;                    North         East     Units Scale Factor Converg.
 PD1015;SPC ME E     -   118,501.143   386,610.939   MT  0.99999222   +0 46 10.3
 PD1015;UTM  19      - 4,953,970.365   626,178.727   MT  0.99979578   +1 07 17.4
 PD1015
 PD1015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD1015!SPC ME E     -   0.99998999  x   0.99999222  =   0.99998221
 PD1015!UTM  19      -   0.99998999  x   0.99979578  =   0.99978577
 PD1015
 PD1015:                Primary Azimuth Mark                     Grid Az
 PD1015:SPC ME E     -  THORNTON FLAG                            137 14 37.5
 PD1015:UTM  19      -  THORNTON FLAG                            136 53 30.4
 PD1015
 PD1015|---------------------------------------------------------------------|
 PD1015| PID    Reference Object                     Distance      Geod. Az  |
 PD1015|                                                           dddmmss.s |
 PD1015| PD0991 THORNTON FLAG                       APPROX.15.2 KM 1380047.8 |
 PD1015| PD1031 MACHIASPORT OLD CHURCH              APPROX. 3.4 KM 1501324.6 |
 PD1015| PD1029 HOWARD                              APPROX.11.0 KM 1752031.5 |
 PD1015| PD1028 OLD ROAD                            APPROX. 5.4 KM 2194026.0 |
 PD1015| PD1022 DUBLIN HILL CHURCH                  APPROX. 4.6 KM 2445109.0 |
 PD1015| PD1023 MACHIAS WHITE SPIRE                 APPROX. 4.3 KM 2514159.2 |
 PD1015| PD1024 MACHIAS TOWN HALL CUPOLA            APPROX. 4.1 KM 2530802.6 |
 PD1015| PD1017 BURNHAM CAPT HOUSE CHIMNEY          APPROX. 3.1 KM 2560357.5 |
 PD1015|---------------------------------------------------------------------|
 PD1015
 PD1015                          SUPERSEDED SURVEY CONTROL
 PD1015
 PD1015  NAD 83(1992)-  44 43 40.79882(N)    067 24 23.68959(W) AD(       ) 3
 PD1015  NAD 83(1986)-  44 43 40.79482(N)    067 24 23.69194(W) AD(       ) 3
 PD1015  NAD 27      -  44 43 40.51100(N)    067 24 25.71300(W) AD(       ) 3
 PD1015
 PD1015.Superseded values are not recommended for survey control.
 PD1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1015.See file dsdata.txt to determine how the superseded data were derived.
 PD1015
 PD1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK2617953970(NAD 83)
 PD1015
 PD1015  HISTORY     - Date     Condition        Report By
 PD1015  HISTORY     - 1862     MONUMENTED       COASUR
 PD1015  HISTORY     - 1913     SEE DESCRIPTION  CGS
 PD1015  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD1015  HISTORY     - 1973     SEE DESCRIPTION  MEDT
 PD1015
 PD1015                          STATION DESCRIPTION
 PD1015
 PD1015'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 PD1015'STATION IS ON A PROMINENT HILL ABOUT 3 MILES E BY N FROM MACHIAS AND
 PD1015'ABOUT 3/4 MILE SW FROM THE LOWER BRIDGE AT EAST MACHIAS.  A
 PD1015'PROMINENT TRAIL RUNS IN A DIRECTION A LITTLE W OF N FROM THE
 PD1015'SUMMIT OF THE HILL TO A HOUSE ON THE N SIDE OF THE ROAD FROM EAST
 PD1015'MACHIAS TO MACHIAS.  THE HILL IS COVERED WITH TIMBER AND BRUSH,
 PD1015'BUT ITS S SIDE IS SO STEEP THAT THE VIEW IS NOT APPRECIABLY
 PD1015'INTERFERED WITH IN THAT DIRECTION.  THE STATION IS ON THE
 PD1015'HIGHEST POINT OF A LARGE BARE LEDGE AT THE SOUTHERN EDGE OF THE
 PD1015'SUMMIT AND IS MARKED BY A HOLE DRILLED IN THE ROCK.
 PD1015
 PD1015                          STATION RECOVERY (1946)
 PD1015
 PD1015'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD1015'STATION RECOVERED IN GOOD CONDITION.  STATION MARK IS A DRILL HOLE
 PD1015'IN ROCK, 1/2 INCH IN DIAMETER BY 1 INCH DEEP, AND COVERED BY A
 PD1015'CAIRN.  THE STATION IS LOCATED ON THE SUMMIT OF THE HILL, ON THE
 PD1015'HIGHEST POINT OF BARE LEDGE, AND 13 METERS NNE OF THE CLIFF AT
 PD1015'THE EXTREME SW EDGE OF THE SUMMIT.
 PD1015'
 PD1015'TO REACH FROM MACHIAS POST OFFICE, GO E ON U.S. HIGHWAY 1 0.8 MILE
 PD1015'AND TAKE LEFT FORK.  FOLLOW THIS ROAD, LOCALLY CALLED THE OLD
 PD1015'ROAD, 2.0 MILES TO TRAIL S.  WALK S ALONG TRAIL FOR ABOUT 0.2
 PD1015'MILE TO SUMMIT AND STATION.
 PD1015
 PD1015                          STATION RECOVERY (1973)
 PD1015
 PD1015'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1973
 PD1015'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0016 ***********************************************************************
 QG0016  DESIGNATION -  DX 3 USGS
 QG0016  PID         -  QG0016
 QG0016  STATE/COUNTY-  ME/AROOSTOOK
 QG0016  USGS QUAD   -  WYTOPITLOCK (1988)
 QG0016
 QG0016                         *CURRENT SURVEY CONTROL
 QG0016  ___________________________________________________________________
 QG0016* NAD 83(1986)-  45 39 00.     (N)    068 04 19.     (W)     SCALED    
 QG0016* NAVD 88     -       103.299  (meters)     338.91   (feet)  ADJUSTED  
 QG0016  ___________________________________________________________________
 QG0016  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 QG0016  DYNAMIC HT  -         103.300 (meters)     338.91  (feet)  COMP
 QG0016  MODELED GRAV-     980,630.3   (mgal)                       NAVD 88
 QG0016
 QG0016  VERT ORDER  -  FIRST     CLASS II
 QG0016
 QG0016.The horizontal coordinates were scaled from a topographic map and have
 QG0016.an estimated accuracy of +/- 6 seconds.
 QG0016
 QG0016.The orthometric height was determined by differential leveling
 QG0016.and adjusted by the National Geodetic Survey in June 1991..
 QG0016
 QG0016.The geoid height was determined by GEOID03.
 QG0016
 QG0016.The dynamic height is computed by dividing the NAVD 88
 QG0016.geopotential number by the normal gravity value computed on the
 QG0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0016.degrees latitude (g = 980.6199 gals.).
 QG0016
 QG0016.The modeled gravity was interpolated from observed gravity values.
 QG0016
 QG0016;                    North         East    Units  Estimated Accuracy
 QG0016;SPC ME E     -   220,470.      333,360.      MT  (+/- 180 meters Scaled)
 QG0016
 QG0016                          SUPERSEDED SURVEY CONTROL
 QG0016
 QG0016.No superseded survey control is available for this station.
 QG0016
 QG0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL723555(NAD 83)
 QG0016_MARKER: DD = SURVEY DISK
 QG0016_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QG0016_SP_SET: ABUTMENT
 QG0016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG0016
 QG0016  HISTORY     - Date     Condition        Report By
 QG0016  HISTORY     - UNK      MONUMENTED       USGS
 QG0016  HISTORY     - 1916     GOOD             NGS
 QG0016  HISTORY     - 1978     POOR             NGS
 QG0016  HISTORY     - 1978     POOR             NGS
 QG0016  HISTORY     - 1978     POOR             NGS
 QG0016
 QG0016                          STATION DESCRIPTION
 QG0016
 QG0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1916
 QG0016'0.5 MI NE FROM WYTOPITLOCK.
 QG0016'0.5 MILE NORTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM WYTOPITLOCK,
 QG0016'AROOSTOOK COUNTY, 9-1/2 POLES WEST OF MILEPOST 213, 2 RAILS EAST
 QG0016'OF BLOCK SIGNAL E 2129, AT A BRIDGE, IN THE SOUTH END OF THE WEST
 QG0016'ABUTMENT, AND IN THE SECOND COURSE OF STONE.  A UNITED STATES
 QG0016'GEOLOGICAL SURVEY STANDARD DISK.  NOTE-- IT WAS REPORTED IN
 QG0016'NOVEMBER 1934 THAT THIS MARK HAS BEEN BADLY MUTILATED.  PART OF
 QG0016'THE DISK AROUND THE EDGES HAS BEEN ENTIRELY BROKEN OFF.
 QG0016
 QG0016                          STATION RECOVERY (1978)
 QG0016
 QG0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0016'MARK RECOVERED IN POOR CONDITION.
 QG0016
 QG0016                          STATION RECOVERY (1978)
 QG0016
 QG0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0016'MARK RECOVERED IN POOR CONDITION.
 QG0016
 QG0016                          STATION RECOVERY (1978)
 QG0016
 QG0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0016'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2101 ***********************************************************************
 PE2101  DESIGNATION -  DYER
 PE2101  PID         -  PE2101
 PE2101  STATE/COUNTY-  ME/KNOX
 PE2101  USGS QUAD   -  NORTH HAVEN WEST (1983)
 PE2101
 PE2101                         *CURRENT SURVEY CONTROL
 PE2101  ___________________________________________________________________
 PE2101* NAD 83(1996)-  44 08 41.21066(N)    068 54 35.88295(W)     ADJUSTED  
 PE2101* NAVD 88     -        43.     (meters)     141.     (feet)  SCALED    
 PE2101  ___________________________________________________________________
 PE2101  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 PE2101  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 PE2101
 PE2101  HORZ ORDER  -  SECOND
 PE2101
 PE2101.The horizontal coordinates were established by classical geodetic methods
 PE2101.and adjusted by the National Geodetic Survey in March 1998..
 PE2101
 PE2101.The orthometric height was scaled from a topographic map.
 PE2101
 PE2101.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2101
 PE2101.The geoid height was determined by GEOID03.
 PE2101
 PE2101;                    North         East     Units Scale Factor Converg.
 PE2101;SPC ME E     -    53,199.860   267,201.405   MT  0.99991323   -0 17 07.9
 PE2101;UTM  19      - 4,887,957.463   507,200.701   MT  0.99960064   +0 03 45.7
 PE2101
 PE2101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2101!SPC ME E     -   0.99999720  x   0.99991323  =   0.99991043
 PE2101!UTM  19      -   0.99999720  x   0.99960064  =   0.99959785
 PE2101
 PE2101:                Primary Azimuth Mark                     Grid Az
 PE2101:SPC ME E     -  DARK HARBOR HOTEL WATER TANK             000 36 12.0
 PE2101:UTM  19      -  DARK HARBOR HOTEL WATER TANK             000 15 18.4
 PE2101
 PE2101|---------------------------------------------------------------------|
 PE2101| PID    Reference Object                     Distance      Geod. Az  |
 PE2101|                                                           dddmmss.s |
 PE2101| PE2129 DARK HARBOR HOTEL WATER TANK        APPROX.12.8 KM 0001904.1 |
 PE2101| PE2104 NORTH HAVEN BAPTIST CH SPIRE        APPROX. 2.4 KM 0755135.4 |
 PE2101| PE2048 STONINGTON WATER TOWER              APPROX.19.0 KM 0852513.7 |
 PE2101| PE2051 CROTCH ISLAND STACK                 APPROX.18.8 KM 0893134.9 |
 PE2101| PE2065 VINAL HAVEN CHANNEL ROCK BCN        APPROX. 8.3 KM 1010904.3 |
 PE2101| PE2058 NORTH HAVEN WATER TOWER             APPROX. 3.2 KM 1131704.5 |
 PE2101| PE2057 NORTH HAVEN EPIS CH SPIRE           APPROX. 3.4 KM 1214005.7 |
 PE2101| PE2095 NORTH HAVEN CATHOLIC CH SPIRE       APPROX. 3.3 KM 1231436.2 |
 PE2101| PE2087 BROWNS HEAD LIGHTHOUSE              APPROX. 3.7 KM 1792436.5 |
 PE2101| PE2089 DOG FISH BEACON                     APPROX. 5.6 KM 1950946.5 |
 PE2101| DH6065 DYER RM 1                            17.183 METERS 20501     |
 PE2101| PE2090 FIDDLERS LEDGE STONE BEACON         APPROX. 5.3 KM 2061425.7 |
 PE2101| PE2354 THOMASTON CEMENT MILL S STACK       APPROX.20.8 KM 2511127.3 |
 PE2101| PE2350 THOMASTON CEMENT MILL N STACK       APPROX.20.8 KM 2511324.6 |
 PE2101| PE2321 ROCKLAND BREAKWATER LIGHTHOUSE      APPROX.14.2 KM 2512432.8 |
 PE2101| PE2352 THOMASTON WATER TANK                APPROX.23.9 KM 2523228.6 |
 PE2101| PE2295 JAMESON PT SAMOSET HOTEL TANK       APPROX.14.4 KM 2582111.1 |
 PE2101| DH6066 DYER RM 2                            12.528 METERS 26054     |
 PE2101| PE2103 MARK ISLAND POINT SPINDLE           APPROX. 6.5 KM 2955305.4 |
 PE2101| PE2264 CAMDEN WHITE CHURCH SPIRE           APPROX.14.4 KM 2991244.7 |
 PE2101| PE2262 CAMDEN WHITE BRICK STACK            APPROX.14.5 KM 3000705.6 |
 PE2101| PE2278 MOUNT BATTIE MEM OBSERVATORY        APPROX.15.4 KM 3041823.3 |
 PE2101| PE2256 DUCK TRAP CHURCH SPIRE              APPROX.18.0 KM 3341340.5 |
 PE2101| PE2130 DARK HARBOR HOTEL CHIM SE END       APPROX.12.7 KM 3595827.5 |
 PE2101|---------------------------------------------------------------------|
 PE2101
 PE2101                          SUPERSEDED SURVEY CONTROL
 PE2101
 PE2101  NAD 83(1992)-  44 08 41.21627(N)    068 54 35.86202(W) AD(       ) 2
 PE2101  NAD 83(1986)-  44 08 41.21897(N)    068 54 35.86517(W) AD(       ) 2
 PE2101  NAD 27      -  44 08 40.92900(N)    068 54 37.76200(W) AD(       ) 2
 PE2101
 PE2101.Superseded values are not recommended for survey control.
 PE2101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2101.See file dsdata.txt to determine how the superseded data were derived.
 PE2101
 PE2101_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ0720187957(NAD 83)
 PE2101
 PE2101  HISTORY     - Date     Condition        Report By
 PE2101  HISTORY     - 1861     MONUMENTED       CGS
 PE2101  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2101  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2101
 PE2101                          STATION DESCRIPTION
 PE2101
 PE2101'DESCRIBED BY COAST AND GEODETIC SURVEY 1861 (SCM)
 PE2101'STATION IS ON A HILL ON THE NORTHWESTERN SIDE OF FOX OR NORTH
 PE2101'HAVEN ISLAND, ABOUT 1-1/2 MILES W OF THE VILLAGE OF PULPIT
 PE2101'HARBOR, 1/2 MILE FROM THE HEAD OF BARTLETT HARBOR, AND 1/4
 PE2101'MILE S OF DYERS COVE.  THE STATION IS MARKED BY A HOLE
 PE2101'DRILLED IN THE ROCK.
 PE2101
 PE2101                          STATION RECOVERY (1934)
 PE2101
 PE2101'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2101'STATION WAS RECOVERED AS DESCRIBED, EXCEPT THAT A COPPER BOLT
 PE2101'WAS FOUND AT THE STATION AND A REFERENCE MARK, A DRILL HOLE
 PE2101'FILLED WITH LEAD WAS NEARBY.
 PE2101'
 PE2101'STATION IS ON THE HIGHEST KNOLL ON THE SW PORTION OF NORTH
 PE2101'HAVEN ISLAND, ABOUT 3 MILES NE OF FIDDLERS LEDGE BEACON, 3
 PE2101'MILES SE OF ROBINSONS ROCK LEDGE AND ABOUT 3/4 MILE NE OF
 PE2101'BARTLETT COVE.  IT IS ON A HIGH BARE ROCK LEDGE BUT IS
 PE2101'COMPLETELY SURROUNDED BY TREES ABOUT 40 FEET HIGH.
 PE2101'
 PE2101'TWO NEW STANDARD REFERENCE MARK DISKS WERE SET AND THE OLD
 PE2101'STATION MARK AND REFERENCE MARKS WERE LEFT INTACT.  REFERENCE
 PE2101'MARK NO. 1 IS IN THE LEDGE ON THE SE SIDE OF THE KNOLL, ABOUT
 PE2101'1 METER LOWER THAN THE HIGHEST PART.  REFERENCE MARK NO. 2 IS
 PE2101'IN THE LEDGE ON THE SW SIDE OF THE KNOLL ON A POINT PROJECTING
 PE2101'AS HIGH AS THE TOP OF THE KNOLL.  OLD DRILL HOLE REFERENCE MARK
 PE2101'IS NW FROM THE STATION AND IN THE LEDGE 1/2 METER HIGHER.
 PE2101'
 PE2101'STATION IS MOST EASILY REACHED FROM THE COVE JUST N OF BARTLETT
 PE2101'COVE BY FOLLOWING STRAIGHT ALONG A FENCE TO THE TOP OF THE KNOLL.
 PE2101'
 PE2101'A 40-FOOT TOWER WAS ERECTED.
 PE2101
 PE2101                          STATION RECOVERY (1943)
 PE2101
 PE2101'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2101'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN
 PE2101'1934, WITH THE FOLLOWING ADDITION--
 PE2101'
 PE2101'A SMALL ROCK CAIRN WAS PLACED OVER THE STATION AS THE LEDGE
 PE2101'IS BECOMING COVERED WITH FALLEN TREES, BRUSH, AND WEEDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0892 ***********************************************************************
 PD0892  DESIGNATION -  DYER 1886
 PD0892  PID         -  PD0892
 PD0892  STATE/COUNTY-  ME/WASHINGTON
 PD0892  USGS QUAD   -  WEST LUBEC (1975)
 PD0892
 PD0892                         *CURRENT SURVEY CONTROL
 PD0892  ___________________________________________________________________
 PD0892* NAD 83(1996)-  44 48 44.41885(N)    067 05 13.85703(W)     ADJUSTED  
 PD0892* NAVD 88     -        72.     (meters)     236.     (feet)  SCALED    
 PD0892  ___________________________________________________________________
 PD0892  LAPLACE CORR-           4.04  (seconds)                    DEFLEC99
 PD0892  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 PD0892
 PD0892  HORZ ORDER  -  THIRD
 PD0892
 PD0892.The horizontal coordinates were established by classical geodetic methods
 PD0892.and adjusted by the National Geodetic Survey in March 1998..
 PD0892
 PD0892.The orthometric height was scaled from a topographic map.
 PD0892
 PD0892.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0892
 PD0892.The geoid height was determined by GEOID03.
 PD0892
 PD0892;                    North         East     Units Scale Factor Converg.
 PD0892;SPC ME E     -   128,261.930   411,748.134   MT  1.00005351   +0 59 45.0
 PD0892;UTM  19      - 4,963,883.683   651,250.815   MT  0.99988132   +1 20 54.2
 PD0892
 PD0892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0892!SPC ME E     -   0.99999226  x   1.00005351  =   1.00004576
 PD0892!UTM  19      -   0.99999226  x   0.99988132  =   0.99987358
 PD0892
 PD0892:                Primary Azimuth Mark                     Grid Az
 PD0892:SPC ME E     -  BLACK FLAG                               022 40 10.0
 PD0892:UTM  19      -  BLACK FLAG                               022 19 00.8
 PD0892
 PD0892|---------------------------------------------------------------------|
 PD0892| PID    Reference Object                     Distance      Geod. Az  |
 PD0892|                                                           dddmmss.s |
 PD0892| PD0909 BLACK FLAG                          APPROX. 5.7 KM 0233955.0 |
 PD0892| PD0851 CLARK 2 FLAG                        APPROX. 8.1 KM 0273953.8 |
 PD0892| PD0899 MORTONS LOOKOUT                     APPROX. 7.2 KM 0501304.2 |
 PD0892| PD0700 LUBEC CHURCH SPIRE                  APPROX. 9.5 KM 0554424.2 |
 PD0892| PD0902 PORCUPINE 1860                      APPROX. 5.3 KM 0774614.1 |
 PD0892| PD0917 BELLS MOUNTAIN                      APPROX. 6.2 KM 2814526.7 |
 PD0892| PD0913 MAHAIS SPRUCE FLAG                  APPROX. 7.3 KM 3255325.7 |
 PD0892|---------------------------------------------------------------------|
 PD0892
 PD0892                          SUPERSEDED SURVEY CONTROL
 PD0892
 PD0892  NAD 83(1992)-  44 48 44.41129(N)    067 05 13.85766(W) AD(       ) 3
 PD0892  NAD 83(1986)-  44 48 44.40844(N)    067 05 13.85950(W) AD(       ) 3
 PD0892  NAD 27      -  44 48 44.12300(N)    067 05 15.93300(W) AD(       ) 3
 PD0892
 PD0892.Superseded values are not recommended for survey control.
 PD0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0892.See file dsdata.txt to determine how the superseded data were derived.
 PD0892
 PD0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5125163884(NAD 83)
 PD0892
 PD0892  HISTORY     - Date     Condition        Report By
 PD0892  HISTORY     - 1886     MONUMENTED       CGS
 PD0892  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0892
 PD0892                          STATION DESCRIPTION
 PD0892
 PD0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0892'STATION IS ON THE TOP OF DYER HILL, ABOUT 3/4 MILE W OF WEST LUBEC
 PD0892'POST OFFICE, AND 300 METERS N OF THE WHITING-LUBEC ROAD.  THE
 PD0892'STATION IS ON THE HIGHEST AND MOST N OF THE FLAT LEDGE ON THE
 PD0892'SUMMIT, AND IS 62 METERS E OF A FENCE MARKING THE E LINE OF
 PD0892'TRESCOTT TOWNSHIP.  THE LAND IS NOW OWNED BY CHARLES TYLER.  THE
 PD0892'STATION IS MARKED BY A COPPER BOLT SET IN A HOLE IN THE ROCK.
 PD0892'
 PD0892'THE STATION IS BEST REACHED FROM STATE HIGHWAY 189, 0.75 MILE WSW
 PD0892'OF WEST LUBEC POST OFFICE.  LEAVE THE ROAD WHERE SIGN MARKS THE
 PD0892'TRESCOTT-LUBEC TOWNSHIP LINE, FOLLOW A FENCE ALONG THIS LINE NNW
 PD0892'ABOUT 340 METERS TO CREST OF HILL, THEN E TO SUMMIT OF HILL AND
 PD0892'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0121 ***********************************************************************
 RF0121  DESIGNATION -  DYER AZ MK
 RF0121  PID         -  RF0121
 RF0121  STATE/COUNTY-  ME/AROOSTOOK
 RF0121  USGS QUAD   -  OAKFIELD (1986)
 RF0121
 RF0121                         *CURRENT SURVEY CONTROL
 RF0121  ___________________________________________________________________
 RF0121* NAD 83(1986)-  46 05 20.     (N)    068 10 53.     (W)     SCALED    
 RF0121* NAVD 88     -       219.405  (meters)     719.83   (feet)  ADJUSTED  
 RF0121  ___________________________________________________________________
 RF0121  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 RF0121  DYNAMIC HT  -         219.414 (meters)     719.86  (feet)  COMP
 RF0121  MODELED GRAV-     980,650.6   (mgal)                       NAVD 88
 RF0121
 RF0121  VERT ORDER  -  SECOND    CLASS 0
 RF0121
 RF0121.The horizontal coordinates were scaled from a topographic map and have
 RF0121.an estimated accuracy of +/- 6 seconds.
 RF0121
 RF0121.The orthometric height was determined by differential leveling
 RF0121.and adjusted by the National Geodetic Survey in June 1991..
 RF0121
 RF0121.The geoid height was determined by GEOID03.
 RF0121
 RF0121.The dynamic height is computed by dividing the NAVD 88
 RF0121.geopotential number by the normal gravity value computed on the
 RF0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0121.degrees latitude (g = 980.6199 gals.).
 RF0121
 RF0121.The modeled gravity was interpolated from observed gravity values.
 RF0121
 RF0121;                    North         East    Units  Estimated Accuracy
 RF0121;SPC ME E     -   269,200.      324,640.      MT  (+/- 180 meters Scaled)
 RF0121
 RF0121                          SUPERSEDED SURVEY CONTROL
 RF0121
 RF0121  NGVD 29 (??/??/92)  219.576  (m)          720.39   (f) ADJ UNCH    2 0
 RF0121
 RF0121.Superseded values are not recommended for survey control.
 RF0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0121.See file dsdata.txt to determine how the superseded data were derived.
 RF0121
 RF0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM632042(NAD 83)
 RF0121_MARKER: DZ = AZIMUTH MARK DISK
 RF0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RF0121_STAMPING: DYER 1959
 RF0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0121+STABILITY: SURFACE MOTION
 RF0121
 RF0121  HISTORY     - Date     Condition        Report By
 RF0121  HISTORY     - 1959     MONUMENTED       CGS
 RF0121
 RF0121                          STATION DESCRIPTION
 RF0121
 RF0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RF0121'0.6 MI N FROM DYER BROOK.
 RF0121'0.6 MILE NORTH ALONG U.S. HIGHWAY 2 FROM THE OVERPASS OVER THE BANGOR
 RF0121'AND AROOSTOOK RAILROAD AT DYER BROOK, ABOUT 30 YARDS SOUTHEAST OF
 RF0121'A CHURCH, 22 FEET WEST OF CENTERLINE OF ROAD, 4 FEET SOUTH OF
 RF0121'POWERLINE POLE, 2.3 FEET SOUTHEAST OF WHITE METAL WITNESS POST, SET
 RF0121'IN TOP OF A CONCRETE POST PROJECTING 2 INCHES AND ABOUT LEVEL WITH
 RF0121'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1084 ***********************************************************************
 PD1084  DESIGNATION -  DYER BAY BARN SIDE W GABLE
 PD1084  PID         -  PD1084
 PD1084  STATE/COUNTY-  ME/WASHINGTON
 PD1084  USGS QUAD   -  PETIT MANAN POINT (1977)
 PD1084
 PD1084                         *CURRENT SURVEY CONTROL
 PD1084  ___________________________________________________________________
 PD1084* NAD 83(1996)-  44 26 01.16691(N)    067 54 35.02485(W)     ADJUSTED  
 PD1084* NAVD 88     -                                                        
 PD1084  ___________________________________________________________________
 PD1084  LAPLACE CORR-           4.25  (seconds)                    DEFLEC99
 PD1084  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 PD1084
 PD1084  HORZ ORDER  -  THIRD
 PD1084
 PD1084.The horizontal coordinates were established by classical geodetic methods
 PD1084.and adjusted by the National Geodetic Survey in March 1998..
 PD1084
 PD1084
 PD1084.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1084
 PD1084.The geoid height was determined by GEOID03.
 PD1084
 PD1084;                    North         East     Units Scale Factor Converg.
 PD1084;SPC ME E     -    85,383.765   346,992.504   MT  0.99992715   +0 24 47.7
 PD1084;UTM  19      - 4,920,618.072   586,772.421   MT  0.99969260   +0 45 48.0
 PD1084
 PD1084                          SUPERSEDED SURVEY CONTROL
 PD1084
 PD1084  NAD 83(1992)-  44 26 01.16461(N)    067 54 35.02649(W) AD(       ) 4
 PD1084  NAD 83(1986)-  44 26 01.16178(N)    067 54 35.03069(W) AD(       ) 4
 PD1084  NAD 27      -  44 26 00.97000(N)    067 54 36.93000(W) AD(       ) 3
 PD1084
 PD1084.Superseded values are not recommended for survey control.
 PD1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1084.See file dsdata.txt to determine how the superseded data were derived.
 PD1084
 PD1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK8677220618(NAD 83)
 PD1084
 PD1084  HISTORY     - Date     Condition        Report By
 PD1084  HISTORY     - UNK      MONUMENTED
 PD1084  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PD1084
 PD1084                          STATION DESCRIPTION
 PD1084
 PD1084'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PD1084'THE STATION IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1085 ***********************************************************************
 PD1085  DESIGNATION -  DYER BAY E SIDE OF HSE CHIM
 PD1085  PID         -  PD1085
 PD1085  STATE/COUNTY-  ME/WASHINGTON
 PD1085  USGS QUAD   -  PETIT MANAN POINT (1977)
 PD1085
 PD1085                         *CURRENT SURVEY CONTROL
 PD1085  ___________________________________________________________________
 PD1085* NAD 83(1996)-  44 25 18.68921(N)    067 54 29.53544(W)     ADJUSTED  
 PD1085* NAVD 88     -                                                        
 PD1085  ___________________________________________________________________
 PD1085  LAPLACE CORR-           4.15  (seconds)                    DEFLEC99
 PD1085  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 PD1085
 PD1085  HORZ ORDER  -  THIRD
 PD1085
 PD1085.The horizontal coordinates were established by classical geodetic methods
 PD1085.and adjusted by the National Geodetic Survey in March 1998..
 PD1085
 PD1085
 PD1085.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1085
 PD1085.The geoid height was determined by GEOID03.
 PD1085
 PD1085;                    North         East     Units Scale Factor Converg.
 PD1085;SPC ME E     -    84,073.619   347,123.378   MT  0.99992730   +0 24 51.2
 PD1085;UTM  19      - 4,919,309.058   586,911.265   MT  0.99969289   +0 45 51.2
 PD1085
 PD1085                          SUPERSEDED SURVEY CONTROL
 PD1085
 PD1085  NAD 83(1992)-  44 25 18.68566(N)    067 54 29.53810(W) AD(       ) 4
 PD1085  NAD 83(1986)-  44 25 18.68269(N)    067 54 29.54261(W) AD(       ) 4
 PD1085  NAD 27      -  44 25 18.40000(N)    067 54 31.52000(W) AD(       ) 3
 PD1085
 PD1085.Superseded values are not recommended for survey control.
 PD1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1085.See file dsdata.txt to determine how the superseded data were derived.
 PD1085
 PD1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK8691119309(NAD 83)
 PD1085
 PD1085  HISTORY     - Date     Condition        Report By
 PD1085  HISTORY     - UNK      MONUMENTED
 PD1085  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PD1085
 PD1085                          STATION DESCRIPTION
 PD1085
 PD1085'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PD1085'THE STATION IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1081 ***********************************************************************
 PD1081  DESIGNATION -  DYER BAY HOUSE W SIDE N CHIM
 PD1081  PID         -  PD1081
 PD1081  STATE/COUNTY-  ME/WASHINGTON
 PD1081  USGS QUAD   -  PETIT MANAN POINT (1977)
 PD1081
 PD1081                         *CURRENT SURVEY CONTROL
 PD1081  ___________________________________________________________________
 PD1081* NAD 83(1996)-  44 25 16.60329(N)    067 55 50.26911(W)     ADJUSTED  
 PD1081* NAVD 88     -                                                        
 PD1081  ___________________________________________________________________
 PD1081  LAPLACE CORR-           3.76  (seconds)                    DEFLEC99
 PD1081  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 PD1081
 PD1081  HORZ ORDER  -  THIRD
 PD1081
 PD1081.The horizontal coordinates were established by classical geodetic methods
 PD1081.and adjusted by the National Geodetic Survey in March 1998..
 PD1081
 PD1081
 PD1081.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1081
 PD1081.The geoid height was determined by GEOID03.
 PD1081
 PD1081;                    North         East     Units Scale Factor Converg.
 PD1081;SPC ME E     -    83,996.574   345,338.090   MT  0.99992527   +0 23 54.7
 PD1081;UTM  19      - 4,919,221.129   585,126.901   MT  0.99968912   +0 44 54.7
 PD1081
 PD1081                          SUPERSEDED SURVEY CONTROL
 PD1081
 PD1081  NAD 83(1992)-  44 25 16.60003(N)    067 55 50.27230(W) AD(       ) 4
 PD1081  NAD 83(1986)-  44 25 16.59712(N)    067 55 50.27676(W) AD(       ) 4
 PD1081  NAD 27      -  44 25 16.27000(N)    067 55 52.29000(W) AD(       ) 3
 PD1081
 PD1081.Superseded values are not recommended for survey control.
 PD1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1081.See file dsdata.txt to determine how the superseded data were derived.
 PD1081
 PD1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK8512719221(NAD 83)
 PD1081
 PD1081  HISTORY     - Date     Condition        Report By
 PD1081  HISTORY     - UNK      MONUMENTED
 PD1081  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PD1081
 PD1081                          STATION DESCRIPTION
 PD1081
 PD1081'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PD1081'THE STATION IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1717 ***********************************************************************
 PE1717  DESIGNATION -  DYER HANCOCK COUNTY
 PE1717  PID         -  PE1717
 PE1717  STATE/COUNTY-  ME/HANCOCK
 PE1717  USGS QUAD   -  SULLIVAN (1982)
 PE1717
 PE1717                         *CURRENT SURVEY CONTROL
 PE1717  ___________________________________________________________________
 PE1717* NAD 83(1996)-  44 34 46.28553(N)    068 14 28.79609(W)     ADJUSTED  
 PE1717* NAVD 88     -                                                        
 PE1717  ___________________________________________________________________
 PE1717  LAPLACE CORR-           4.28  (seconds)                    DEFLEC99
 PE1717  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 PE1717
 PE1717  HORZ ORDER  -  THIRD
 PE1717
 PE1717.The horizontal coordinates were established by classical geodetic methods
 PE1717.and adjusted by the National Geodetic Survey in March 1998..
 PE1717
 PE1717
 PE1717.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1717
 PE1717.The geoid height was determined by GEOID03.
 PE1717
 PE1717;                    North         East     Units Scale Factor Converg.
 PE1717;SPC ME E     -   101,454.196   320,541.697   MT  0.99990519   +0 10 53.6
 PE1717;UTM  19      - 4,936,522.445   560,230.369   MT  0.99964461   +0 31 57.1
 PE1717
 PE1717                          SUPERSEDED SURVEY CONTROL
 PE1717
 PE1717  NAD 83(1992)-  44 34 46.27859(N)    068 14 28.79962(W) AD(       ) 4
 PE1717  NAD 83(1986)-  44 34 46.27686(N)    068 14 28.80272(W) AD(       ) 4
 PE1717  NAD 27      -  44 34 45.99000(N)    068 14 30.76000(W) AD(       ) 3
 PE1717
 PE1717.Superseded values are not recommended for survey control.
 PE1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1717.See file dsdata.txt to determine how the superseded data were derived.
 PE1717
 PE1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK6023036522(NAD 83)
 PE1717
 PE1717  HISTORY     - Date     Condition        Report By
 PE1717  HISTORY     - 1879     MONUMENTED       CGS
 PE1717
 PE1717                          STATION DESCRIPTION
 PE1717
 PE1717'DESCRIBED BY COAST AND GEODETIC SURVEY 1879 (HGO)
 PE1717'IN THE VILLAGE OF FRANKLIN, ON DYER POINT, ON LAND OWNED BY
 PE1717'MRS. DYER.
 PE1717'
 PE1717'CENTER OF STATION IS 7 METERS FROM THE SE CORNER OF SMALL
 PE1717'GRAVEYARD AND 1 METER W OF ROAD TO THE EXTREME END OF POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1080 ***********************************************************************
 PD1080  DESIGNATION -  DYER RESET
 PD1080  PID         -  PD1080
 PD1080  STATE/COUNTY-  ME/WASHINGTON
 PD1080  USGS QUAD   -  PETIT MANAN POINT (1977)
 PD1080
 PD1080                         *CURRENT SURVEY CONTROL
 PD1080  ___________________________________________________________________
 PD1080* NAD 83(1996)-  44 24 42.81007(N)    067 56 00.85860(W)     ADJUSTED  
 PD1080* NAVD 88     -        14.     (meters)      46.     (feet)  SCALED    
 PD1080  ___________________________________________________________________
 PD1080  LAPLACE CORR-           3.69  (seconds)                    DEFLEC99
 PD1080  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 PD1080
 PD1080  HORZ ORDER  -  THIRD
 PD1080
 PD1080.The horizontal coordinates were established by classical geodetic methods
 PD1080.and adjusted by the National Geodetic Survey in March 1998..
 PD1080
 PD1080.The orthometric height was scaled from a topographic map.
 PD1080
 PD1080.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1080
 PD1080.The geoid height was determined by GEOID03.
 PD1080
 PD1080;                    North         East     Units Scale Factor Converg.
 PD1080;SPC ME E     -    82,951.964   345,111.077   MT  0.99992502   +0 23 47.0
 PD1080;UTM  19      - 4,918,175.399   584,906.325   MT  0.99968866   +0 44 46.8
 PD1080
 PD1080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD1080!SPC ME E     -   1.00000154  x   0.99992502  =   0.99992656
 PD1080!UTM  19      -   1.00000154  x   0.99968866  =   0.99969020
 PD1080
 PD1080:                Primary Azimuth Mark                     Grid Az
 PD1080:SPC ME E     -  PIGEON                                   035 44 43.5
 PD1080:UTM  19      -  PIGEON                                   035 23 43.7
 PD1080
 PD1080|---------------------------------------------------------------------|
 PD1080| PID    Reference Object                     Distance      Geod. Az  |
 PD1080|                                                           dddmmss.s |
 PD1080| PD1071 PIGEON                              APPROX. 6.0 KM 0360830.5 |
 PD1080| PD1087 PETIT MANAN POINT WATCH TOWER       APPROX. 4.0 KM 0513156.7 |
 PD1080| PD1067 PETIT MANAN LIGHTHOUSE              APPROX. 7.4 KM 1314145.9 |
 PD1080| CE7915 DYER RM 1                             9.042 METERS 13905     |
 PD1080| CE7916 DYER RM 2                             8.951 METERS 23140     |
 PD1080| PD1077 COREA CHURCH SPIRE                  APPROX. 3.6 KM 2514448.7 |
 PD1080|---------------------------------------------------------------------|
 PD1080
 PD1080                          SUPERSEDED SURVEY CONTROL
 PD1080
 PD1080  NAD 83(1992)-  44 24 42.80666(N)    067 56 00.86222(W) AD(       ) 3
 PD1080  NAD 83(1986)-  44 24 42.80370(N)    067 56 00.86679(W) AD(       ) 3
 PD1080  NAD 27      -  44 24 42.51500(N)    067 56 02.85800(W) AD(       ) 3
 PD1080
 PD1080.Superseded values are not recommended for survey control.
 PD1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1080.See file dsdata.txt to determine how the superseded data were derived.
 PD1080
 PD1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK8490618175(NAD 83)
 PD1080
 PD1080  HISTORY     - Date     Condition        Report By
 PD1080  HISTORY     - 1934     MONUMENTED       CGS
 PD1080  HISTORY     - 1913     SEE DESCRIPTION  CGS
 PD1080  HISTORY     - 1933     SEE DESCRIPTION  MEGS
 PD1080  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PD1080  HISTORY     - 1945     SEE DESCRIPTION  CGS
 PD1080
 PD1080                          STATION DESCRIPTION
 PD1080
 PD1080'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 PD1080'ON DYER POINT, WHICH IS THE SOUTHEASTERN CORNER OF DYERS NECK,
 PD1080'THE PENINSULA SEPARATING DYERS AND GOULDSBORO BAYS.
 PD1080'
 PD1080'THE STATION IS ON THE HIGHEST POINT OF A BARE LEDGE AND IS MARKED
 PD1080'BY A DRILL HOLE SURROUNDED BY A TRIANGLE CUT IN THE ROCK.
 PD1080'
 PD1080'ABOUT A FOOT S OF THE STATION THERE IS A PROMINENT CRACK IN
 PD1080'THE LEDGE EXTENDING NE AND SW, AND ABOUT 20 FEET S OF THE LEDGE
 PD1080'HAS ANOTHER SUMMIT OF NEARLY THE SAME HEIGHT.
 PD1080
 PD1080                          STATION RECOVERY (1933)
 PD1080
 PD1080'RECOVERY NOTE BY MAINE GEODETIC SURVEY 1933
 PD1080'THE STATION IS LOCATED AND MARKED AS DESCRIBED.  I FOUND THE
 PD1080'DRILL HOLE AND TRIANGLE, IN GOOD CONDITION, COVERED WITH A SMALL
 PD1080'CAIRN, WHICH I REPLACED AFTER EXAMINING THE STATION MARK.  THE
 PD1080'VIEW IS OPEN TO SEAWARD, BUT IS OBSTRUCTED TO THE N BY TREES.
 PD1080'
 PD1080'I APPROACHED IT BY WATER, LANDING IN A SMALL COVE NEARBY, BUT
 PD1080'IT MAY ALSO BE REACHED BY FOLLOWING A ROAD ON DYERS NECK TO THE
 PD1080'VICINITY OF STANLEYS POINT AND THEN WALKING ALONG THE SHORE.
 PD1080
 PD1080                          STATION RECOVERY (1934)
 PD1080
 PD1080'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PD1080'THE STATION WAS RECOVERED AS DESCRIBED.  IT IS ON THE EXTREME S END
 PD1080'OF DYER NECK ABOUT 4 MILES N BY NW OF PETIT MANAN LIGHTHOUSE AND
 PD1080'ABOUT 2 MILES E BY NE OF THE VILLAGE OF COREA.  THE STATION IS ON
 PD1080'THE HIGHEST POINT OF A LARGE BARE LEDGE, ABOUT 100 METERS FROM THE
 PD1080'SHORE TO THE E, S, AND W.
 PD1080'
 PD1080'A NEW STATION MARK, A STANDARD BRONZE DISK WAS SET IN THE OLD
 PD1080'DRILL HOLES IN OUTCROPPING BEDROCK, WERE SET IN THE SAME LEDGE.
 PD1080'
 PD1080'REFERENCE MARK NO. 1 IS IN RANGE WITH PETIT MANAN LIGHTHOUSE,
 PD1080'ABOUT ONE METER FROM THE S END OF THE LEDGE.  REFERENCE MARK NO. 2
 PD1080'IS SW IN THE SLOPING LEDGE ABOUT 1 METER LOWER THAN THE SUMMIT.
 PD1080'
 PD1080'THE STATION IS MOST EASILY REACHED FROM THE WATER AS THERE IS
 PD1080'NO ROAD FROM THE MAINLAND TO THE SHORE ON DYER POINT.
 PD1080'
 PD1080'A 30-FOOT TOWER WAS ERECTED IN 1934.
 PD1080
 PD1080                          STATION RECOVERY (1945)
 PD1080
 PD1080'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (FLP)
 PD1080'STATION AND REFERENCE MARKS RECOVERED AND THE DESCRIPTION IS
 PD1080'ADEQUATE WITH THE FOLLOWING ADDITIONS--
 PD1080'
 PD1080'STATION MAY BE REACHED FROM THE MAINLAND BY FOLLOWING THE ROAD
 PD1080'S DOWN DYER POINT TO ITS END AT THE HOUSE OWNED BY JESS WYMAN
 PD1080'AND SON OF MILLBRIDGE.  CONTINUE ON FOOT ABOUT 3/4 MILE S ALONG THE
 PD1080'E SHORE TO THE HIGHEST LEDGE ON THE SE CORNER OF THE POINT.  THE
 PD1080'TREES HAVE GROWN UP SO THAT THE LEDGE IS NOT VISIBLE FROM THE
 PD1080'SHORE EXCEPT FROM THE SW.  THE DISTANCES TO THE REFERENCE MARKS
 PD1080'WERE CHAINED AND CHECKED THE DISTANCE TO REFERENCE MARK 1 ONLY.
 PD1080'THE DISTANCE TO REFERENCE MARK 2 WAS CHECK CHAINED TWICE AND FOUND
 PD1080'TO BE 8.934 METERS NOT 8.91 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0120 ***********************************************************************
 RF0120  DESIGNATION -  DYER RM 1
 RF0120  PID         -  RF0120
 RF0120  STATE/COUNTY-  ME/AROOSTOOK
 RF0120  USGS QUAD   -  OAKFIELD (1986)
 RF0120
 RF0120                         *CURRENT SURVEY CONTROL
 RF0120  ___________________________________________________________________
 RF0120* NAD 83(1986)-  46 05 10.     (N)    068 10 53.     (W)     SCALED    
 RF0120* NAVD 88     -       217.559  (meters)     713.77   (feet)  ADJUSTED  
 RF0120  ___________________________________________________________________
 RF0120  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 RF0120  DYNAMIC HT  -         217.568 (meters)     713.80  (feet)  COMP
 RF0120  MODELED GRAV-     980,650.5   (mgal)                       NAVD 88
 RF0120
 RF0120  VERT ORDER  -  SECOND    CLASS 0
 RF0120
 RF0120.The horizontal coordinates were scaled from a topographic map and have
 RF0120.an estimated accuracy of +/- 6 seconds.
 RF0120
 RF0120.The orthometric height was determined by differential leveling
 RF0120.and adjusted by the National Geodetic Survey in June 1991..
 RF0120
 RF0120.The geoid height was determined by GEOID03.
 RF0120
 RF0120.The dynamic height is computed by dividing the NAVD 88
 RF0120.geopotential number by the normal gravity value computed on the
 RF0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0120.degrees latitude (g = 980.6199 gals.).
 RF0120
 RF0120.The modeled gravity was interpolated from observed gravity values.
 RF0120
 RF0120;                    North         East    Units  Estimated Accuracy
 RF0120;SPC ME E     -   268,890.      324,640.      MT  (+/- 180 meters Scaled)
 RF0120
 RF0120                          SUPERSEDED SURVEY CONTROL
 RF0120
 RF0120  NGVD 29 (??/??/92)  217.730  (m)          714.34   (f) ADJ UNCH    2 0
 RF0120
 RF0120.Superseded values are not recommended for survey control.
 RF0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0120.See file dsdata.txt to determine how the superseded data were derived.
 RF0120
 RF0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM632039(NAD 83)
 RF0120_MARKER: DR = REFERENCE MARK DISK
 RF0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RF0120_STAMPING: DYER NO 1 1959
 RF0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0120+STABILITY: SURFACE MOTION
 RF0120
 RF0120  HISTORY     - Date     Condition        Report By
 RF0120  HISTORY     - 1959     MONUMENTED       CGS
 RF0120
 RF0120                          STATION DESCRIPTION
 RF0120
 RF0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RF0120'0.4 MI N FROM DYER BROOK.
 RF0120'0.4 MILE NORTH ALONG U.S. HIGHWAY 2 FROM THE OVERPASS OVER
 RF0120'THE BANGOR AND AROOSTOOK RAILROAD AT DYER BROOK, 19 1/2 FEET
 RF0120'EAST OF THE CENTERLINE OF THE ROAD, 29 1/2 FEET SOUTH OF
 RF0120'CENTERLINE OF DRIVEWAY, 6 1/2 FEET SOUTHWEST OF A POWERLINE BRACE
 RF0120'POLE, 83.5 FEET NORTH OF THE STATION, SET IN TOP OF A CONCRETE
 RF0120'POST PROJECTING 2 INCHES AND ABOUT 1 FOOT ABOVE THE LEVEL OF
 RF0120'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0118 ***********************************************************************
 RF0118  DESIGNATION -  DYER RM 2
 RF0118  PID         -  RF0118
 RF0118  STATE/COUNTY-  ME/AROOSTOOK
 RF0118  USGS QUAD   -  OAKFIELD (1986)
 RF0118
 RF0118                         *CURRENT SURVEY CONTROL
 RF0118  ___________________________________________________________________
 RF0118* NAD 83(1986)-  46 05 10.     (N)    068 10 53.     (W)     SCALED    
 RF0118* NAVD 88     -       218.576  (meters)     717.11   (feet)  ADJUSTED  
 RF0118  ___________________________________________________________________
 RF0118  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 RF0118  DYNAMIC HT  -         218.585 (meters)     717.14  (feet)  COMP
 RF0118  MODELED GRAV-     980,650.5   (mgal)                       NAVD 88
 RF0118
 RF0118  VERT ORDER  -  SECOND    CLASS 0
 RF0118
 RF0118.The horizontal coordinates were scaled from a topographic map and have
 RF0118.an estimated accuracy of +/- 6 seconds.
 RF0118
 RF0118.The orthometric height was determined by differential leveling
 RF0118.and adjusted by the National Geodetic Survey in June 1991..
 RF0118
 RF0118.The geoid height was determined by GEOID03.
 RF0118
 RF0118.The dynamic height is computed by dividing the NAVD 88
 RF0118.geopotential number by the normal gravity value computed on the
 RF0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0118.degrees latitude (g = 980.6199 gals.).
 RF0118
 RF0118.The modeled gravity was interpolated from observed gravity values.
 RF0118
 RF0118;                    North         East    Units  Estimated Accuracy
 RF0118;SPC ME E     -   268,890.      324,640.      MT  (+/- 180 meters Scaled)
 RF0118
 RF0118                          SUPERSEDED SURVEY CONTROL
 RF0118
 RF0118  NGVD 29 (??/??/92)  218.748  (m)          717.68   (f) ADJ UNCH    2 0
 RF0118
 RF0118.Superseded values are not recommended for survey control.
 RF0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0118.See file dsdata.txt to determine how the superseded data were derived.
 RF0118
 RF0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM632039(NAD 83)
 RF0118_MARKER: DR = REFERENCE MARK DISK
 RF0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RF0118_STAMPING: DYER NO 2 1959
 RF0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0118+STABILITY: SURFACE MOTION
 RF0118
 RF0118  HISTORY     - Date     Condition        Report By
 RF0118  HISTORY     - 1959     MONUMENTED       CGS
 RF0118
 RF0118                          STATION DESCRIPTION
 RF0118
 RF0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RF0118'0.4 MI N FROM DYER BROOK.
 RF0118'0.4 MILE NORTH ALONG U.S. HIGHWAY 2 FROM THE OVERPASS OVER THE
 RF0118'BANGOR AND AROOSTOOK RAILROAD AT DYER BROOK, 21 FEET EAST OF
 RF0118'CENTERLINE OF ROAD, 9 FEET NORTH OF POWERLINE POLE, 2 FEET
 RF0118'NORTH OF THE WEST END OF HEDGE ROW, 78.5 FEET SOUTH OF THE
 RF0118'STATION, SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES AND
 RF0118'1 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1122 ***********************************************************************
 PD1122  DESIGNATION -  DYERS BRIGGS HOUSE CHIMNEY
 PD1122  PID         -  PD1122
 PD1122  STATE/COUNTY-  ME/WASHINGTON
 PD1122  USGS QUAD   -  ADDISON (1975)
 PD1122
 PD1122                         *CURRENT SURVEY CONTROL
 PD1122  ___________________________________________________________________
 PD1122* NAD 83(1996)-  44 30 55.61806(N)    067 43 05.35131(W)     ADJUSTED  
 PD1122* NAVD 88     -                                                        
 PD1122  ___________________________________________________________________
 PD1122  LAPLACE CORR-           3.71  (seconds)                    DEFLEC99
 PD1122  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 PD1122
 PD1122  HORZ ORDER  -  THIRD
 PD1122
 PD1122.The horizontal coordinates were established by classical geodetic methods
 PD1122.and adjusted by the National Geodetic Survey in March 1998..
 PD1122
 PD1122
 PD1122.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1122
 PD1122.The geoid height was determined by GEOID03.
 PD1122
 PD1122;                    North         East     Units Scale Factor Converg.
 PD1122;SPC ME E     -    94,599.580   362,157.335   MT  0.99994750   +0 32 53.4
 PD1122;UTM  19      - 4,929,924.328   601,877.185   MT  0.99972764   +0 53 55.6
 PD1122
 PD1122                          SUPERSEDED SURVEY CONTROL
 PD1122
 PD1122  NAD 83(1992)-  44 30 55.61430(N)    067 43 05.35125(W) AD(       ) 4
 PD1122  NAD 83(1986)-  44 30 55.61052(N)    067 43 05.35474(W) AD(       ) 4
 PD1122  NAD 27      -  44 30 55.33000(N)    067 43 07.38000(W) AD(       ) 3
 PD1122
 PD1122.Superseded values are not recommended for survey control.
 PD1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1122.See file dsdata.txt to determine how the superseded data were derived.
 PD1122
 PD1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK0187729924(NAD 83)
 PD1122
 PD1122  HISTORY     - Date     Condition        Report By
 PD1122  HISTORY     - UNK      MONUMENTED
 PD1122  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PD1122
 PD1122                          STATION DESCRIPTION
 PD1122
 PD1122'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PD1122'THIS INTERSECTION STATION IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1871 ***********************************************************************
 OC1871  DESIGNATION -  DYERS HILL 1852
 OC1871  PID         -  OC1871
 OC1871  STATE/COUNTY-  ME/CUMBERLAND
 OC1871  USGS QUAD   -  PROUTS NECK (1978)
 OC1871
 OC1871                         *CURRENT SURVEY CONTROL
 OC1871  ___________________________________________________________________
 OC1871* NAD 83(1996)-  43 37 05.83813(N)    070 15 30.89374(W)     ADJUSTED  
 OC1871* NAVD 88     -        49.     (meters)     161.     (feet)  SCALED    
 OC1871  ___________________________________________________________________
 OC1871  LAPLACE CORR-           3.33  (seconds)                    DEFLEC99
 OC1871  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 OC1871
 OC1871  HORZ ORDER  -  THIRD
 OC1871
 OC1871.The horizontal coordinates were established by classical geodetic methods
 OC1871.and adjusted by the National Geodetic Survey in March 1998..
 OC1871
 OC1871.The orthometric height was scaled from a topographic map.
 OC1871
 OC1871.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1871
 OC1871.The geoid height was determined by GEOID03.
 OC1871
 OC1871;                    North         East     Units Scale Factor Converg.
 OC1871;SPC ME W     -    87,207.456   892,581.001   MT  0.99996734   -0 03 48.3
 OC1871;UTM  19      - 4,830,247.882   398,449.265   MT  0.99972685   -0 52 05.9
 OC1871
 OC1871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1871!SPC ME W     -   0.99999644  x   0.99996734  =   0.99996378
 OC1871!UTM  19      -   0.99999644  x   0.99972685  =   0.99972329
 OC1871
 OC1871:                Primary Azimuth Mark                     Grid Az
 OC1871:SPC ME W     -  PORTLAND FIRST PARISH CH SPIRE           000 30 15.2
 OC1871:UTM  19      -  PORTLAND FIRST PARISH CH SPIRE           001 18 32.8
 OC1871
 OC1871|---------------------------------------------------------------------|
 OC1871| PID    Reference Object                     Distance      Geod. Az  |
 OC1871|                                                           dddmmss.s |
 OC1871| OC1818 PORTLAND FIRST PARISH CH SPIRE      APPROX. 4.5 KM 0002626.9 |
 OC1871| OC1823 PORTLAND CONGRESS ST PARISH CH      APPROX. 4.6 KM 0022013.8 |
 OC1871| OC1819 RIDGE                               APPROX. 5.9 KM 0025846.7 |
 OC1871| OC1822 PORTLAND FED ST BAP CH LOW TWR      APPROX. 4.5 KM 0030309.1 |
 OC1871| OC1820 PORTLAND CUSTOMHOUSE FLAGSTAFF      APPROX. 4.4 KM 0040114.9 |
 OC1871| OC1837 LOWELL AND SENTERS TRANSIT          APPROX. 4.3 KM 0043015.9 |
 OC1871| OC1811 PORTLAND MIDDLE ST CHURCH           APPROX. 4.5 KM 0062341.9 |
 OC1871| OC1656 MUNJOY HILL OBSERVATORY             APPROX. 5.3 KM 0090304.5 |
 OC1871| OC1727 MACKEY                              APPROX. 8.0 KM 0152100.7 |
 OC1871| OC1634 MUZZYS WHARF 1869                   APPROX. 3.0 KM 0180534.6 |
 OC1871| OC1728 PROSPECT HILL                       APPROX. 3.7 KM 0355215.6 |
 OC1871| OC1757 LITTLE HOG ISLAND                   APPROX. 6.5 KM 0360349.4 |
 OC1871| OC1740 FORT PREBLE FLAGSTAFF               APPROX. 4.2 KM 0364844.5 |
 OC1871| OC1614 POORDICK CHURCH                     APPROX. 2.4 KM 0382130.8 |
 OC1871| OC1766 FT SCAMMEL BLOCKHOUSE CHIM          APPROX. 5.1 KM 0462149.3 |
 OC1871| OC1648 PEAKS IS STIRLINGS BARN W END       APPROX. 6.6 KM 0504351.8 |
 OC1871| OC1572 WOODBURY HOUSE N CHIMNEY            APPROX. 2.0 KM 0792835.5 |
 OC1871| OC1809 STATE REFORM SCHOOL E TOWER         APPROX. 4.5 KM 2984159.4 |
 OC1871| OC1808 BENNETTS HOUSE                      APPROX. 2.7 KM 3054727.9 |
 OC1871| OC1810 LONGFELLOW HOUSE EAST CHIM          APPROX. 5.9 KM 3340724.7 |
 OC1871| OC1801 PORTLAND PINE STREET METH CH        APPROX. 3.9 KM 3493105.1 |
 OC1871| OC1798 PORTLAND STATE ST TALL SPIRE        APPROX. 3.8 KM 3513852.9 |
 OC1871| OC1825 PORTLAND PARK ST UNITARIAN CH       APPROX. 3.8 KM 3552113.2 |
 OC1871| OC1826 PORTLAND HIGH ST TALL TOWER         APPROX. 3.9 KM 3553220.6 |
 OC1871| OC1817 PORTLAND CASCO ST GREEN SPIRE       APPROX. 4.3 KM 3561106.3 |
 OC1871| OC1828 GRAVES HILL                         APPROX. 8.8 KM 3573752.6 |
 OC1871|---------------------------------------------------------------------|
 OC1871
 OC1871                          SUPERSEDED SURVEY CONTROL
 OC1871
 OC1871  NAD 83(1992)-  43 37 05.83645(N)    070 15 30.89474(W) AD(       ) 3
 OC1871  NAD 83(1986)-  43 37 05.84256(N)    070 15 30.90025(W) AD(       ) 3
 OC1871  NAD 27      -  43 37 05.55430(N)    070 15 32.74700(W) AD(       ) 3
 OC1871
 OC1871.Superseded values are not recommended for survey control.
 OC1871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1871.See file dsdata.txt to determine how the superseded data were derived.
 OC1871
 OC1871_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9844930248(NAD 83)
 OC1871
 OC1871  HISTORY     - Date     Condition        Report By
 OC1871  HISTORY     - 1852     MONUMENTED       COASUR
 OC1871  HISTORY     - 1913     SEE DESCRIPTION  CGS
 OC1871  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1871
 OC1871                          STATION DESCRIPTION
 OC1871
 OC1871'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 OC1871'STATION IS ON A PROMINENT HILL ABOUT 1/2 MILE W OF THE SCHOOLHOUSE
 OC1871'AT SOUTH PORTLAND HEIGHTS.  THE LAND IS OWNED BY MRS. CLIFFORD
 OC1871'A. DYER, WHO LIVES NEAR THE HILL, AND IN 1913 THE BRICK HOUSE OF
 OC1871'THE FORMER OWNER, EZEKIEL DYER, WAS STILL STANDING AT THE FOOT OF
 OC1871'THE HILL.  THE STATION IS ON A LEDGE AT THE HIGHEST POINT OF THE
 OC1871'HILL AND IS MARKED BY A COPPER BOLT SET IN A HOLE IN THE ROCK.
 OC1871'THE MARK WAS NOT FOUND IN 1913, BUT AS THE HILL IS COVERED
 OC1871'WITH TREES, BUSHES AND MOSS THE STATION PROBABLY STILL EXISTS.
 OC1871
 OC1871                          STATION RECOVERY (1933)
 OC1871
 OC1871'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1871'STATION RECOVERED.  IT IS ON A PROMINENT HILL 1-1/2 MILES S OF
 OC1871'THE BRIDGE TO SOUTH PORTLAND.  IT IS ON THE HIGHEST POINT ON THE
 OC1871'HILL AND A STONE FENCE CROSSES THE HILL 33.4 METERS S OF THE
 OC1871'STATION, THE ABRUPT EDGE OF A STONE QUARRY IS 7.5 METERS TO THE
 OC1871'EASTWARD AND THE TOP OF A 45-DEGREE SLOPE IS 15 METERS TO THE
 OC1871'WESTWARD.
 OC1871'
 OC1871'THE STATION MARK IS A DRILL HOLE IN A LEDGE WITH A PIECE OF
 OC1871'COPPER BATTERED IN THE BOTTOM OF THE HOLE.
 OC1871'
 OC1871'AN EMPLOYEE OF THE STONE QUARRY SAID THE TOP OF THE HILL WOULD
 OC1871'PROBABLY BE REMOVED AND THE STATION LOST WITHIN A FEW YEARS.  VIEW
 OC1871'IS CLEAR FROM NE TO S AND OBSTRUCTED BY 30-FOOT TREES IN OTHER
 OC1871'DIRECTIONS.
 OC1871'
 OC1871'TO REACH THE STATION FROM PORTLAND, GO ACROSS BRIDGE INTO SOUTH
 OC1871'PORTLAND AND CONTINUE ON OCEAN STREET, A DISTANCE OF 1.2 MILES FROM
 OC1871'THE BRIDGE, TURN RIGHT (S) AND CONTINUE 0.6 MILE TO THE HILL
 OC1871'WHICH IS ON W SIDE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1564 ***********************************************************************
 OC1564  DESIGNATION -  DYERS HOUSE
 OC1564  PID         -  OC1564
 OC1564  STATE/COUNTY-  ME/CUMBERLAND
 OC1564  USGS QUAD   -  CAPE ELIZABETH (1975)
 OC1564
 OC1564                         *CURRENT SURVEY CONTROL
 OC1564  ___________________________________________________________________
 OC1564* NAD 83(1996)-  43 36 10.00725(N)    070 13 02.01918(W)     ADJUSTED  
 OC1564* NAVD 88     -                                                        
 OC1564  ___________________________________________________________________
 OC1564  LAPLACE CORR-           2.41  (seconds)                    DEFLEC99
 OC1564  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 OC1564
 OC1564  HORZ ORDER  -  THIRD
 OC1564
 OC1564.The horizontal coordinates were established by classical geodetic methods
 OC1564.and adjusted by the National Geodetic Survey in March 1998..
 OC1564
 OC1564
 OC1564.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1564
 OC1564.The geoid height was determined by GEOID03.
 OC1564
 OC1564;                    North         East     Units Scale Factor Converg.
 OC1564;SPC ME W     -    85,481.576   895,917.883   MT  0.99996687   -0 02 05.5
 OC1564;UTM  19      - 4,828,475.736   401,760.767   MT  0.99971871   -0 50 22.3
 OC1564
 OC1564                          SUPERSEDED SURVEY CONTROL
 OC1564
 OC1564  NAD 83(1992)-  43 36 10.00549(N)    070 13 02.02023(W) AD(       ) 4
 OC1564  NAD 83(1986)-  43 36 10.01142(N)    070 13 02.02589(W) AD(       ) 4
 OC1564  NAD 27      -  43 36 09.70000(N)    070 13 03.85000(W) AD(       ) 3
 OC1564
 OC1564.Superseded values are not recommended for survey control.
 OC1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1564.See file dsdata.txt to determine how the superseded data were derived.
 OC1564
 OC1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0176128476(NAD 83)
 OC1564
 OC1564  HISTORY     - Date     Condition        Report By
 OC1564  HISTORY     - UNK      MONUMENTED
 OC1564  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1564
 OC1564                          STATION DESCRIPTION
 OC1564
 OC1564'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1564'STATION LOST.  THIS HOUSE IS BURNED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0023 ***********************************************************************
 QH0023  DESIGNATION -  E
 QH0023  PID         -  QH0023
 QH0023  STATE/COUNTY-  ME/FRANKLIN
 QH0023  USGS QUAD   -  BOUNDARY POND (1970)
 QH0023
 QH0023                         *CURRENT SURVEY CONTROL
 QH0023  ___________________________________________________________________
 QH0023* NAD 83(1986)-  45 32 38.     (N)    070 41 05.     (W)     SCALED    
 QH0023* NAVD 88     -       556.844  (meters)    1826.91   (feet)  ADJUSTED  
 QH0023  ___________________________________________________________________
 QH0023  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 QH0023  DYNAMIC HT  -         556.794 (meters)    1826.75  (feet)  COMP
 QH0023  MODELED GRAV-     980,508.6   (mgal)                       NAVD 88
 QH0023
 QH0023  VERT ORDER  -  FIRST     CLASS II
 QH0023
 QH0023.The horizontal coordinates were scaled from a topographic map and have
 QH0023.an estimated accuracy of +/- 6 seconds.
 QH0023
 QH0023.The orthometric height was determined by differential leveling
 QH0023.and adjusted by the National Geodetic Survey in June 1991..
 QH0023
 QH0023.The geoid height was determined by GEOID03.
 QH0023
 QH0023.The dynamic height is computed by dividing the NAVD 88
 QH0023.geopotential number by the normal gravity value computed on the
 QH0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QH0023.degrees latitude (g = 980.6199 gals.).
 QH0023
 QH0023.The modeled gravity was interpolated from observed gravity values.
 QH0023
 QH0023;                    North         East    Units  Estimated Accuracy
 QH0023;SPC ME W     -   301,310.      859,540.      MT  (+/- 180 meters Scaled)
 QH0023
 QH0023                          SUPERSEDED SURVEY CONTROL
 QH0023
 QH0023  NGVD 29 (??/??/92)  557.037  (m)         1827.55   (f) ADJ UNCH    1 2
 QH0023
 QH0023.Superseded values are not recommended for survey control.
 QH0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0023.See file dsdata.txt to determine how the superseded data were derived.
 QH0023
 QH0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL684447(NAD 83)
 QH0023_MARKER: DB = BENCH MARK DISK
 QH0023_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QH0023_SP_SET: CULVERT PARAPET WALL
 QH0023_STAMPING: ELEV 1827.546 FT E 1916
 QH0023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QH0023
 QH0023  HISTORY     - Date     Condition        Report By
 QH0023  HISTORY     - 1916     MONUMENTED       CGS
 QH0023  HISTORY     - 1934     GOOD             NGS
 QH0023
 QH0023                          STATION DESCRIPTION
 QH0023
 QH0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1916
 QH0023'0.2 MI SE FROM BOUNDARY.
 QH0023'IN FRANKLIN COUNTY, 0.2 MILE SOUTHEAST ALONG THE CANADIAN PACIFIC
 QH0023'RAILWAY FROM THE UNITED STATES-CANADA BOUNDARY LINE NEAR
 QH0023'BOUNDARY, QUEBEC, AT A CONCRETE CULVERT AT MILEAGE 101.41, AND
 QH0023'IN THE TOP OF THE SOUTH PARAPET WALL.  A STANDARD DISK, STAMPED
 QH0023'ELEV 1827.546 FT E 1916.
 QH0023
 QH0023                          STATION RECOVERY (1934)
 QH0023
 QH0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QH0023'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0852 ***********************************************************************
 QG0852  DESIGNATION -  E 1
 QG0852  PID         -  QG0852
 QG0852  STATE/COUNTY-  ME/SOMERSET
 QG0852  USGS QUAD   -  BRASSUA LAKE WEST (1988)
 QG0852
 QG0852                         *CURRENT SURVEY CONTROL
 QG0852  ___________________________________________________________________
 QG0852* NAD 83(1986)-  45 37 31.     (N)    069 57 00.     (W)     SCALED    
 QG0852* NAVD 88     -       354.889  (meters)    1164.33   (feet)  ADJUSTED  
 QG0852  ___________________________________________________________________
 QG0852  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 QG0852  DYNAMIC HT  -         354.878 (meters)    1164.30  (feet)  COMP
 QG0852  MODELED GRAV-     980,576.0   (mgal)                       NAVD 88
 QG0852
 QG0852  VERT ORDER  -  FIRST     CLASS II
 QG0852
 QG0852.The horizontal coordinates were scaled from a topographic map and have
 QG0852.an estimated accuracy of +/- 6 seconds.
 QG0852
 QG0852.The orthometric height was determined by differential leveling
 QG0852.and adjusted by the National Geodetic Survey in June 1991..
 QG0852
 QG0852.The geoid height was determined by GEOID03.
 QG0852
 QG0852.The dynamic height is computed by dividing the NAVD 88
 QG0852.geopotential number by the normal gravity value computed on the
 QG0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0852.degrees latitude (g = 980.6199 gals.).
 QG0852
 QG0852.The modeled gravity was interpolated from observed gravity values.
 QG0852
 QG0852;                    North         East    Units  Estimated Accuracy
 QG0852;SPC ME W     -   310,240.      916,900.      MT  (+/- 180 meters Scaled)
 QG0852
 QG0852                          SUPERSEDED SURVEY CONTROL
 QG0852
 QG0852  NGVD 29 (??/??/92)  355.050  (m)         1164.86   (f) ADJ UNCH    1 2
 QG0852
 QG0852.Superseded values are not recommended for survey control.
 QG0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0852.See file dsdata.txt to determine how the superseded data were derived.
 QG0852
 QG0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL259528(NAD 83)
 QG0852_MARKER: DB = BENCH MARK DISK
 QG0852_SETTING: 80 = SET IN A BOULDER
 QG0852_SP_SET: BOULDER
 QG0852_STAMPING: ELEV 1164.860 FT E 1 1916
 QG0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0852+STABILITY: SURFACE MOTION
 QG0852
 QG0852  HISTORY     - Date     Condition        Report By
 QG0852  HISTORY     - 1916     MONUMENTED       CGS
 QG0852
 QG0852                          STATION DESCRIPTION
 QG0852
 QG0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1916
 QG0852'2.5 MI E FROM MACKAMP.
 QG0852'2.5 MILES EAST ALONG THE CANADIAN PACIFIC RAILWAY FROM MACKAMP,
 QG0852'SOMERSET COUNTY, 1.9 MILES WEST OF BRASSUA, 12 POLES NORTH OF
 QG0852'MILEPOST 58, 13 YARDS EAST OF THE CENTER LINE OF THE TRACK,
 QG0852'6 YARDS EAST OF A CONCRETE CULVERT A MILEAGE 57.70, IN THE TOP OF
 QG0852'A 5- BY 8-FOOT BOULDER, AND ABOUT 3 FEET ABOVE THE GROUND.  A
 QG0852'STANDARD DISK, STAMPED ELEV 1164.860 FT E 1 1916.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0054 ***********************************************************************
 SF0054  DESIGNATION -  E 10
 SF0054  PID         -  SF0054
 SF0054  STATE/COUNTY-  ME/AROOSTOOK
 SF0054  USGS QUAD   -  EAGLE LAKE (1985)
 SF0054
 SF0054                         *CURRENT SURVEY CONTROL
 SF0054  ___________________________________________________________________
 SF0054* NAD 83(1986)-  47 07 22.     (N)    068 34 44.     (W)     SCALED    
 SF0054* NAVD 88     -       181.052  (meters)     594.00   (feet)  POSTED    
 SF0054  ___________________________________________________________________
 SF0054  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 SF0054  DYNAMIC HT  -         181.070 (meters)     594.06  (feet)  COMP
 SF0054  MODELED GRAV-     980,730.9   (mgal)                       NAVD 88
 SF0054
 SF0054  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 SF0054
 SF0054.The horizontal coordinates were scaled from a topographic map and have
 SF0054.an estimated accuracy of +/- 6 seconds.
 SF0054
 SF0054.The orthometric height was determined by differential leveling
 SF0054.and adjusted by the National Geodetic Survey in 1992..
 SF0054.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 SF0054.rate of 1.1 thru 2.0 mm/km.
 SF0054
 SF0054.The geoid height was determined by GEOID03.
 SF0054
 SF0054.The dynamic height is computed by dividing the NAVD 88
 SF0054.geopotential number by the normal gravity value computed on the
 SF0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0054.degrees latitude (g = 980.6199 gals.).
 SF0054
 SF0054.The modeled gravity was interpolated from observed gravity values.
 SF0054
 SF0054;                    North         East    Units  Estimated Accuracy
 SF0054;SPC ME E     -   384,080.      294,010.      MT  (+/- 180 meters Scaled)
 SF0054
 SF0054                          SUPERSEDED SURVEY CONTROL
 SF0054
 SF0054  NGVD 29 (??/??/92)  181.181  (m)          594.42   (f) ADJ UNCH    1 2
 SF0054
 SF0054.Superseded values are not recommended for survey control.
 SF0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0054.See file dsdata.txt to determine how the superseded data were derived.
 SF0054
 SF0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN319188(NAD 83)
 SF0054_MARKER: DB = BENCH MARK DISK
 SF0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SF0054_STAMPING: 594.425 E 10 1927
 SF0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF0054+STABILITY: SURFACE MOTION
 SF0054
 SF0054  HISTORY     - Date     Condition        Report By
 SF0054  HISTORY     - 1927     MONUMENTED       CGS
 SF0054  HISTORY     - 1934     GOOD             NGS
 SF0054  HISTORY     - 1978     MARK NOT FOUND   NGS
 SF0054
 SF0054                          STATION DESCRIPTION
 SF0054
 SF0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 SF0054'2 MI N FROM WALLAGRASS STATION.
 SF0054'2.0 MILES NORTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 SF0054'WALLAGRASS STATION, AROOSTOOK COUNTY, 9 RAILS SOUTHWEST OF
 SF0054'CULVERT 84.31, 46.7 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 49.4
 SF0054'FEET NORTHEAST OF THE NORTHEAST GATEPOST OF A WOODEN GATE IN THE
 SF0054'RIGHT-OF-WAY FENCE, AND 3 FEET NORTHWEST OF THE RIGHT-OF-WAY
 SF0054'FENCE.  A STANDARD DISK, STAMPED 594.425 E 10 1927 AND SET IN THE
 SF0054'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 SF0054
 SF0054                          STATION RECOVERY (1934)
 SF0054
 SF0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 SF0054'RECOVERED IN GOOD CONDITION.
 SF0054
 SF0054                          STATION RECOVERY (1978)
 SF0054
 SF0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 SF0054'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0875 ***********************************************************************
 QG0875  DESIGNATION -  E 100
 QG0875  PID         -  QG0875
 QG0875  STATE/COUNTY-  ME/SOMERSET
 QG0875  USGS QUAD   -  BRASSUA LAKE EAST (1988)
 QG0875
 QG0875                         *CURRENT SURVEY CONTROL
 QG0875  ___________________________________________________________________
 QG0875* NAD 83(1986)-  45 40 45.     (N)    069 46 37.     (W)     SCALED    
 QG0875* NAVD 88     -       316.778  (meters)    1039.30   (feet)  ADJUSTED  
 QG0875  ___________________________________________________________________
 QG0875  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 QG0875  DYNAMIC HT  -         316.771 (meters)    1039.27  (feet)  COMP
 QG0875  MODELED GRAV-     980,585.2   (mgal)                       NAVD 88
 QG0875
 QG0875  VERT ORDER  -  SECOND    CLASS 0
 QG0875
 QG0875.The horizontal coordinates were scaled from a topographic map and have
 QG0875.an estimated accuracy of +/- 6 seconds.
 QG0875
 QG0875.The orthometric height was determined by differential leveling
 QG0875.and adjusted by the National Geodetic Survey in June 1991..
 QG0875
 QG0875.The geoid height was determined by GEOID03.
 QG0875
 QG0875.The dynamic height is computed by dividing the NAVD 88
 QG0875.geopotential number by the normal gravity value computed on the
 QG0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0875.degrees latitude (g = 980.6199 gals.).
 QG0875
 QG0875.The modeled gravity was interpolated from observed gravity values.
 QG0875
 QG0875;                    North         East    Units  Estimated Accuracy
 QG0875;SPC ME W     -   316,290.      930,360.      MT  (+/- 180 meters Scaled)
 QG0875
 QG0875                          SUPERSEDED SURVEY CONTROL
 QG0875
 QG0875  NGVD 29 (??/??/92)  316.946  (m)         1039.85   (f) ADJ UNCH    2 0
 QG0875
 QG0875.Superseded values are not recommended for survey control.
 QG0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0875.See file dsdata.txt to determine how the superseded data were derived.
 QG0875
 QG0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL394586(NAD 83)
 QG0875_MARKER: DB = BENCH MARK DISK
 QG0875_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QG0875_SP_SET: BRIDGE
 QG0875_STAMPING: E 100 1953
 QG0875_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG0875
 QG0875  HISTORY     - Date     Condition        Report By
 QG0875  HISTORY     - 1953     MONUMENTED       CGS
 QG0875  HISTORY     - 1977     MARK NOT FOUND   LOCENG
 QG0875
 QG0875                          STATION DESCRIPTION
 QG0875
 QG0875'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0875'AT ROCKWOOD.
 QG0875'AT ROCKWOOD, IN THE WEST PART OF TOWN, AT THE JUNCTION OF STATE
 QG0875'HIGHWAY 15 AND A PRIVATE GRAVEL ROAD LEADING NORTHWEST TO
 QG0875'PITTSTON FARM, IN THE TOP OF THE EAST WING WALL OF SOUTHEAST
 QG0875'ABUTMENT OF STEEL BRIDGE OVER MOOSE RIVER ON ROAD NORTHWEST,
 QG0875'63 FEET NORTHWEST OF CENTER LINE OF HIGHWAY 15, 12 1/2 FEET
 QG0875'NORTHEAST OF CENTER LINE OF ROAD NORTHWEST AND ABOUT 1/2 FOOT
 QG0875'BELOW LEVEL OF ROAD NORTHWEST.
 QG0875
 QG0875                          STATION RECOVERY (1977)
 QG0875
 QG0875'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 QG0875'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0876 ***********************************************************************
 QG0876  DESIGNATION -  E 100 RESET 1960
 QG0876  PID         -  QG0876
 QG0876  STATE/COUNTY-  ME/SOMERSET
 QG0876  USGS QUAD   -  BRASSUA LAKE EAST (1988)
 QG0876
 QG0876                         *CURRENT SURVEY CONTROL
 QG0876  ___________________________________________________________________
 QG0876* NAD 83(1986)-  45 40 45.     (N)    069 46 37.     (W)     SCALED    
 QG0876* NAVD 88     -       317.415  (meters)    1041.39   (feet)  ADJUSTED  
 QG0876  ___________________________________________________________________
 QG0876  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 QG0876  DYNAMIC HT  -         317.408 (meters)    1041.36  (feet)  COMP
 QG0876  MODELED GRAV-     980,585.2   (mgal)                       NAVD 88
 QG0876
 QG0876  VERT ORDER  -  FIRST     CLASS II
 QG0876
 QG0876.The horizontal coordinates were scaled from a topographic map and have
 QG0876.an estimated accuracy of +/- 6 seconds.
 QG0876
 QG0876.The orthometric height was determined by differential leveling
 QG0876.and adjusted by the National Geodetic Survey in June 1991..
 QG0876
 QG0876.The geoid height was determined by GEOID03.
 QG0876
 QG0876.The dynamic height is computed by dividing the NAVD 88
 QG0876.geopotential number by the normal gravity value computed on the
 QG0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0876.degrees latitude (g = 980.6199 gals.).
 QG0876
 QG0876.The modeled gravity was interpolated from observed gravity values.
 QG0876
 QG0876;                    North         East    Units  Estimated Accuracy
 QG0876;SPC ME W     -   316,290.      930,360.      MT  (+/- 180 meters Scaled)
 QG0876
 QG0876                          SUPERSEDED SURVEY CONTROL
 QG0876
 QG0876  NGVD 29 (??/??/??)  317.57   (m)         1041.9    (f) RESET       3  
 QG0876
 QG0876.Superseded values are not recommended for survey control.
 QG0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0876.See file dsdata.txt to determine how the superseded data were derived.
 QG0876
 QG0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL394586(NAD 83)
 QG0876_MARKER: DB = BENCH MARK DISK
 QG0876_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QG0876_SP_SET: BRIDGE
 QG0876_STAMPING: E 100 RESET 1960
 QG0876_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG0876
 QG0876  HISTORY     - Date     Condition        Report By
 QG0876  HISTORY     - 1960     MONUMENTED       CGS
 QG0876  HISTORY     - 1961     GOOD             NGS
 QG0876  HISTORY     - 1977     GOOD             LOCENG
 QG0876  HISTORY     - 1978     GOOD             NGS
 QG0876
 QG0876                          STATION DESCRIPTION
 QG0876
 QG0876'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 QG0876'AT ROCKWOOD.
 QG0876'THIS MARK IS LOCATED AT ROCKWOOD, IN THE WEST PART OF TOWN,
 QG0876'KNOWN AS MOOSE RIVER, AT THE JUNCTION OF STATE HIGHWAY 15 AND A
 QG0876'PRIVATE GRAVEL ROAD LEADING NORTHWEST TO PITTSTON FARM, IN THE
 QG0876'TOP OF THE EAST WING WALL, OF THE SOUTHEAST ABUTMENT NO. 1
 QG0876'OF A STEEL AND CONCRETE BRIDGE OVER MOOSE RIVER ON ROAD
 QG0876'NORTHWEST 69 FEET NORTHWEST OF THE CENTERLINE OF HIGHWAY 15, 13
 QG0876'FEET NORTHEAST OF CENTERLINE OF ROAD NORTHWEST OVER BRIDGE,
 QG0876'AND ABOUT LEVEL WITH ABOVE ROAD.
 QG0876
 QG0876                          STATION RECOVERY (1977)
 QG0876
 QG0876'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 QG0876'RECOVERED IN GOOD CONDITION.
 QG0876
 QG0876                          STATION RECOVERY (1978)
 QG0876
 QG0876'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0876'0.45 MILES NORTHWEST ALONG LAKE STREET FROM THE ROCKWOOD POST OFFICE,
 QG0876'THENCE 1.75 MILES WEST ALONG STATE HIGHWAY 6, 69.0 FT. NORTHWEST OF
 QG0876'THE CENTER LINE OF THE HIGHWAY, SET IN TOP OF THE EAST WINGWALL OF THE
 QG0876'SOUTHEAST ABUTMENT OF A STEEL AND CONCRETE ONE LANE BRIDGE OVER
 QG0876'MOOSE RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0029 ***********************************************************************
 RF0029  DESIGNATION -  E 101
 RF0029  PID         -  RF0029
 RF0029  STATE/COUNTY-  ME/AROOSTOOK
 RF0029  USGS QUAD   -  LITTLE MACHIAS LAKE (1986)
 RF0029
 RF0029                         *CURRENT SURVEY CONTROL
 RF0029  ___________________________________________________________________
 RF0029* NAD 83(1986)-  46 38 00.     (N)    068 30 31.     (W)     SCALED    
 RF0029* NAVD 88     -       227.410  (meters)     746.09   (feet)  ADJUSTED  
 RF0029  ___________________________________________________________________
 RF0029  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 RF0029  DYNAMIC HT  -         227.432 (meters)     746.17  (feet)  COMP
 RF0029  MODELED GRAV-     980,704.9   (mgal)                       NAVD 88
 RF0029
 RF0029  VERT ORDER  -  FIRST     CLASS II
 RF0029
 RF0029.The horizontal coordinates were scaled from a topographic map and have
 RF0029.an estimated accuracy of +/- 6 seconds.
 RF0029
 RF0029.The orthometric height was determined by differential leveling
 RF0029.and adjusted by the National Geodetic Survey in June 1991..
 RF0029
 RF0029.The geoid height was determined by GEOID03.
 RF0029
 RF0029.The dynamic height is computed by dividing the NAVD 88
 RF0029.geopotential number by the normal gravity value computed on the
 RF0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0029.degrees latitude (g = 980.6199 gals.).
 RF0029
 RF0029.The modeled gravity was interpolated from observed gravity values.
 RF0029
 RF0029;                    North         East    Units  Estimated Accuracy
 RF0029;SPC ME E     -   329,670.      299,340.      MT  (+/- 180 meters Scaled)
 RF0029
 RF0029                          SUPERSEDED SURVEY CONTROL
 RF0029
 RF0029  NGVD 29 (??/??/92)  227.583  (m)          746.66   (f) ADJ UNCH    1 2
 RF0029
 RF0029.Superseded values are not recommended for survey control.
 RF0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0029.See file dsdata.txt to determine how the superseded data were derived.
 RF0029
 RF0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM376645(NAD 83)
 RF0029_MARKER: DB = BENCH MARK DISK
 RF0029_SETTING: 80 = SET IN A BOULDER
 RF0029_SP_SET: BOULDER
 RF0029_STAMPING: E 101 1953
 RF0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0029+STABILITY: SURFACE MOTION
 RF0029
 RF0029  HISTORY     - Date     Condition        Report By
 RF0029  HISTORY     - 1953     MONUMENTED       CGS
 RF0029  HISTORY     - 1978     GOOD             NGS
 RF0029
 RF0029                          STATION DESCRIPTION
 RF0029
 RF0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0029'4.8 MI W FROM ASHLAND.
 RF0029'ABOUT 0.3 MILE WEST ALONG STATE HIGHWAY 11 FROM THE BANGOR AND
 RF0029'AROOSTOOK RAILROAD STATION AT ASHLAND, THENCE ABOUT 0.6 MILE
 RF0029'SOUTHWEST ALONG A BLACK TOP ROAD, THENCE ABOUT 3.95 MILES WEST
 RF0029'ALONG A PRIVATE GRAVEL ROAD, ABOUT 0.9 MILE EAST OF A SMALL
 RF0029'BRIDGE OVER SIXMILE BROOK, ABOUT 1.15 MILES WEST OF A WOODEN
 RF0029'BRIDGE OVER FOURMILE BROOK, ABOUT 20 YARDS NORTH OF THE TOP OF A
 RF0029'GRADE, 38 1/2 FEET NORTHEAST OF CENTERLINE OF ROAD, IN THE TOP
 RF0029'OF A 2-FOOT HIGH 3 BY 4-FOOT EMBEDDED BOULDER, 1 FOOT
 RF0029'SOUTHEAST OF NORTHWEST EDGE OF BOULDER AND ABOUT 5 FEET ABOVE
 RF0029'LEVEL OF ROAD.
 RF0029
 RF0029                          STATION RECOVERY (1978)
 RF0029
 RF0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 RF0029'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0215 ***********************************************************************
 RF0215  DESIGNATION -  E 102
 RF0215  PID         -  RF0215
 RF0215  STATE/COUNTY-  ME/PISCATAQUIS
 RF0215  USGS QUAD   -  FIFTH MUSQUACOOK LAKE (1986)
 RF0215
 RF0215                         *CURRENT SURVEY CONTROL
 RF0215  ___________________________________________________________________
 RF0215* NAD 83(1986)-  46 30 57.     (N)    069 04 47.     (W)     SCALED    
 RF0215* NAVD 88     -       452.029  (meters)    1483.03   (feet)  ADJUSTED  
 RF0215  ___________________________________________________________________
 RF0215  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 RF0215  DYNAMIC HT  -         452.053 (meters)    1483.11  (feet)  COMP
 RF0215  MODELED GRAV-     980,652.9   (mgal)                       NAVD 88
 RF0215
 RF0215  VERT ORDER  -  SECOND    CLASS 0
 RF0215
 RF0215.The horizontal coordinates were scaled from a topographic map and have
 RF0215.an estimated accuracy of +/- 6 seconds.
 RF0215
 RF0215.The orthometric height was determined by differential leveling
 RF0215.and adjusted by the National Geodetic Survey in June 1991..
 RF0215
 RF0215.The geoid height was determined by GEOID03.
 RF0215
 RF0215.The dynamic height is computed by dividing the NAVD 88
 RF0215.geopotential number by the normal gravity value computed on the
 RF0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0215.degrees latitude (g = 980.6199 gals.).
 RF0215
 RF0215.The modeled gravity was interpolated from observed gravity values.
 RF0215
 RF0215;                    North         East    Units  Estimated Accuracy
 RF0215;SPC ME E     -   316,770.      255,520.      MT  (+/- 180 meters Scaled)
 RF0215
 RF0215                          SUPERSEDED SURVEY CONTROL
 RF0215
 RF0215  NGVD 29 (??/??/92)  452.218  (m)         1483.65   (f) ADJ UNCH    2 0
 RF0215
 RF0215.Superseded values are not recommended for survey control.
 RF0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0215.See file dsdata.txt to determine how the superseded data were derived.
 RF0215
 RF0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM938513(NAD 83)
 RF0215_MARKER: DB = BENCH MARK DISK
 RF0215_SETTING: 80 = SET IN A BOULDER
 RF0215_SP_SET: BOULDER
 RF0215_STAMPING: E 102 1953
 RF0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0215+STABILITY: SURFACE MOTION
 RF0215
 RF0215  HISTORY     - Date     Condition        Report By
 RF0215  HISTORY     - 1953     MONUMENTED       CGS
 RF0215
 RF0215                          STATION DESCRIPTION
 RF0215
 RF0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0215'42.6 MI W FROM ASHLAND.
 RF0215'ABOUT 0.3 MILE WEST ALONG STATE HIGHWAY 11 FROM THE BANGOR
 RF0215'AND AROOSTOOK RAILROAD STATION AT ASHLAND, THENCE ABOUT 0.6
 RF0215'MILE SOUTHWEST ALONG A BLACK TOP ROAD, THENCE ABOUT 41.65 MILES
 RF0215'WEST AND SOUTHWEST ALONG A GRAVEL ROAD, ABOUT 0.95 MILE SOUTHWEST
 RF0215'OF A BRIDGE OVER MOUTH OF A BROOK EMPTYING INTO MIDDLE ELBOW POND,
 RF0215'ABOUT 0.4 MILE NORTH OF PEAKED MOUNTAIN POND, 28 FEET EAST-SOUTHEAST
 RF0215'OF CENTER LINE OF ROAD, SET VERTICALLY ABOUT 1 FOOT ABOVE GROUND IN
 RF0215'THE FACE OF NORTHWEST POINT OF A 9 BY 20-FOOT BOULDER ABOUT 4
 RF0215'FEET HIGH AND ABOUT 4 1/2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0900 ***********************************************************************
 QG0900  DESIGNATION -  E 103
 QG0900  PID         -  QG0900
 QG0900  STATE/COUNTY-  ME/SOMERSET
 QG0900  USGS QUAD   -  SEBOOMOOK LAKE WEST (1989)
 QG0900
 QG0900                         *CURRENT SURVEY CONTROL
 QG0900  ___________________________________________________________________
 QG0900* NAD 83(1986)-  45 54 32.     (N)    069 59 30.     (W)     SCALED    
 QG0900* NAVD 88     -       365.389  (meters)    1198.78   (feet)  ADJUSTED  
 QG0900  ___________________________________________________________________
 QG0900  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 QG0900  DYNAMIC HT  -         365.382 (meters)    1198.76  (feet)  COMP
 QG0900  MODELED GRAV-     980,583.4   (mgal)                       NAVD 88
 QG0900
 QG0900  VERT ORDER  -  SECOND    CLASS 0
 QG0900
 QG0900.The horizontal coordinates were scaled from a topographic map and have
 QG0900.an estimated accuracy of +/- 6 seconds.
 QG0900
 QG0900.The orthometric height was determined by differential leveling
 QG0900.and adjusted by the National Geodetic Survey in June 1991..
 QG0900
 QG0900.The geoid height was determined by GEOID03.
 QG0900
 QG0900.The dynamic height is computed by dividing the NAVD 88
 QG0900.geopotential number by the normal gravity value computed on the
 QG0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0900.degrees latitude (g = 980.6199 gals.).
 QG0900
 QG0900.The modeled gravity was interpolated from observed gravity values.
 QG0900
 QG0900;                    North         East    Units  Estimated Accuracy
 QG0900;SPC ME W     -   341,760.      913,580.      MT  (+/- 180 meters Scaled)
 QG0900
 QG0900                          SUPERSEDED SURVEY CONTROL
 QG0900
 QG0900  NGVD 29 (??/??/92)  365.553  (m)         1199.32   (f) ADJ UNCH    2 0
 QG0900
 QG0900.Superseded values are not recommended for survey control.
 QG0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0900.See file dsdata.txt to determine how the superseded data were derived.
 QG0900
 QG0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL230844(NAD 83)
 QG0900_MARKER: DB = BENCH MARK DISK
 QG0900_SETTING: 66 = SET IN ROCK OUTCROP
 QG0900_SP_SET: ROCK OUTCROP
 QG0900_STAMPING: E 103 1953
 QG0900_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0900+STABILITY: POSITION/ELEVATION WELL
 QG0900
 QG0900  HISTORY     - Date     Condition        Report By
 QG0900  HISTORY     - 1953     MONUMENTED       CGS
 QG0900  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QG0900
 QG0900                          STATION DESCRIPTION
 QG0900
 QG0900'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0900'2 MI NW FROM PITTSTON FARM.
 QG0900'2.0 MILES NORTHWEST ALONG A PRIVATE GRAVEL ROAD FROM BRIDGE OVER
 QG0900'SOUTH BRANCH PENOBSCOT RIVER AT PITTSTON FARM, AT THE JUNCTION OF
 QG0900'A PRIVATE GRAVEL ROAD LEADING NORTH, 69 FEET NORTH OF CENTER LINE
 QG0900'OF ROAD LEADING WEST INTO CANADA, 25 FEET WEST OF CENTER LINE OF
 QG0900'ROAD NORTH, 24 FEET SOUTH OF SOUTHEAST CORNER OF GUARDS HOUSE FOR
 QG0900'ENTRANCE TO ROAD LEADING NORTH, SET IN THE TOP OF A SMALL ROCK
 QG0900'OUTCROP PROJECTING ABOUT 6 INCHES ABOVE GROUND AND ABOUT 3 FEET
 QG0900'ABOVE LEVEL OF ROAD NORTH.
 QG0900
 QG0900                          STATION RECOVERY (1985)
 QG0900
 QG0900'RECOVERY NOTE BY US POWER SQUADRON 1985 (JHS)
 QG0900'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0939 ***********************************************************************
 QG0939  DESIGNATION -  E 104
 QG0939  PID         -  QG0939
 QG0939  STATE/COUNTY-  ME/SOMERSET
 QG0939  USGS QUAD   -  SEBOOMOOK LAKE WEST (1989)
 QG0939
 QG0939                         *CURRENT SURVEY CONTROL
 QG0939  ___________________________________________________________________
 QG0939* NAD 83(1986)-  45 52 47.     (N)    069 54 25.     (W)     SCALED    
 QG0939* NAVD 88     -       335.072  (meters)    1099.32   (feet)  ADJUSTED  
 QG0939  ___________________________________________________________________
 QG0939  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 QG0939  DYNAMIC HT  -         335.068 (meters)    1099.30  (feet)  COMP
 QG0939  MODELED GRAV-     980,593.1   (mgal)                       NAVD 88
 QG0939
 QG0939  VERT ORDER  -  SECOND    CLASS 0
 QG0939
 QG0939.The horizontal coordinates were scaled from a topographic map and have
 QG0939.an estimated accuracy of +/- 6 seconds.
 QG0939
 QG0939.The orthometric height was determined by differential leveling
 QG0939.and adjusted by the National Geodetic Survey in June 1991..
 QG0939
 QG0939.The geoid height was determined by GEOID03.
 QG0939
 QG0939.The dynamic height is computed by dividing the NAVD 88
 QG0939.geopotential number by the normal gravity value computed on the
 QG0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0939.degrees latitude (g = 980.6199 gals.).
 QG0939
 QG0939.The modeled gravity was interpolated from observed gravity values.
 QG0939
 QG0939;                    North         East    Units  Estimated Accuracy
 QG0939;SPC ME W     -   338,530.      920,160.      MT  (+/- 180 meters Scaled)
 QG0939
 QG0939                          SUPERSEDED SURVEY CONTROL
 QG0939
 QG0939  NGVD 29 (??/??/92)  335.236  (m)         1099.85   (f) ADJ UNCH    2 0
 QG0939
 QG0939.Superseded values are not recommended for survey control.
 QG0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0939.See file dsdata.txt to determine how the superseded data were derived.
 QG0939
 QG0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL296810(NAD 83)
 QG0939_MARKER: DB = BENCH MARK DISK
 QG0939_SETTING: 80 = SET IN A BOULDER
 QG0939_SP_SET: BOULDER
 QG0939_STAMPING: E 104 1953
 QG0939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0939+STABILITY: SURFACE MOTION
 QG0939
 QG0939  HISTORY     - Date     Condition        Report By
 QG0939  HISTORY     - 1953     MONUMENTED       CGS
 QG0939
 QG0939                          STATION DESCRIPTION
 QG0939
 QG0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0939'5 MI SE FROM PITTSTON FARM.
 QG0939'3.4 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE BRIDGE OVER
 QG0939'SOUTH BRANCH PENOBSCOT RIVER AT PITTSTON FARM, THENCE ABOUT
 QG0939'1.65 MILES NORTHEAST AND EAST ALONG A GRAVEL ROAD LEADING TO
 QG0939'SEBOOMOOK DAM, ABOUT 35 YARDS SOUTHWEST OF THE TOP OF A GRADE,
 QG0939'IN THE TOP OF A 20 BY 26-FOOT BOULDER, 25 FEET SOUTHEAST OF
 QG0939'CENTER LINE OF ROAD, 75 FEET NORTH OF TELEPHONE POLE 29, 60 FEET
 QG0939'SOUTH-SOUTHWEST OF TELEPHONE POLE NO. 28, AND ABOUT 7 FEET
 QG0939'ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0949 ***********************************************************************
 QG0949  DESIGNATION -  E 105
 QG0949  PID         -  QG0949
 QG0949  STATE/COUNTY-  ME/SOMERSET
 QG0949  USGS QUAD   -  SEBOOMOOK LAKE EAST (1989)
 QG0949
 QG0949                         *CURRENT SURVEY CONTROL
 QG0949  ___________________________________________________________________
 QG0949* NAD 83(1986)-  45 55 37.     (N)    069 45 46.     (W)     SCALED    
 QG0949* NAVD 88     -       354.743  (meters)    1163.85   (feet)  ADJUSTED  
 QG0949  ___________________________________________________________________
 QG0949  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 QG0949  DYNAMIC HT  -         354.739 (meters)    1163.84  (feet)  COMP
 QG0949  MODELED GRAV-     980,594.9   (mgal)                       NAVD 88
 QG0949
 QG0949  VERT ORDER  -  SECOND    CLASS 0
 QG0949
 QG0949.The horizontal coordinates were scaled from a topographic map and have
 QG0949.an estimated accuracy of +/- 6 seconds.
 QG0949
 QG0949.The orthometric height was determined by differential leveling
 QG0949.and adjusted by the National Geodetic Survey in June 1991..
 QG0949
 QG0949.The geoid height was determined by GEOID03.
 QG0949
 QG0949.The dynamic height is computed by dividing the NAVD 88
 QG0949.geopotential number by the normal gravity value computed on the
 QG0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0949.degrees latitude (g = 980.6199 gals.).
 QG0949
 QG0949.The modeled gravity was interpolated from observed gravity values.
 QG0949
 QG0949;                    North         East    Units  Estimated Accuracy
 QG0949;SPC ME W     -   343,830.      931,330.      MT  (+/- 180 meters Scaled)
 QG0949
 QG0949                          SUPERSEDED SURVEY CONTROL
 QG0949
 QG0949  NGVD 29 (??/??/92)  354.905  (m)         1164.38   (f) ADJ UNCH    2 0
 QG0949
 QG0949.Superseded values are not recommended for survey control.
 QG0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0949.See file dsdata.txt to determine how the superseded data were derived.
 QG0949
 QG0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL408862(NAD 83)
 QG0949_MARKER: DB = BENCH MARK DISK
 QG0949_SETTING: 66 = SET IN ROCK OUTCROP
 QG0949_SP_SET: ROCK OUTCROP
 QG0949_STAMPING: E 105 1953
 QG0949_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0949+STABILITY: POSITION/ELEVATION WELL
 QG0949
 QG0949  HISTORY     - Date     Condition        Report By
 QG0949  HISTORY     - 1953     MONUMENTED       CGS
 QG0949
 QG0949                          STATION DESCRIPTION
 QG0949
 QG0949'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0949'1.8 MI NW FROM SEBOOMOOK DAM.
 QG0949'1.85 MILES NORTHWEST ALONG A GRAVEL ROAD LEADING TO CAUCOMGOMOC
 QG0949'LAKE FROM SEBOOMOOK DAM, 0.5 MILE SOUTHEAST OF THE JUNCTION
 QG0949'OF A PRIVATE ROAD WEST, IN THE TOP AND 2 FEET SOUTHWEST OF
 QG0949'THE NORTHEAST END OF AND OUTCROPPING ROCK WITH AN EXPOSED AREA
 QG0949'OF ABOUT 5 BY 15 FEET, 25 FEET NORTHEAST OF THE CENTER LINE OF
 QG0949'THE ROAD, 100 FEET NORTHWEST OF ANOTHER PROMINENT LEDGE THAT
 QG0949'IS ABOUT 25 BY 35 FEET AND 8 FEET HIGH, 27 FEET WEST OF A
 QG0949'6-INCH BALSAM WITH TRIANGULAR BLAZE, 47 FEET SOUTH-SOUTHEAST
 QG0949'OF A 10-INCH BALSAM WITH TRIANGULAR BLAZE, 55 FEET SOUTHEAST
 QG0949'OF A TELEPHONE POLE AT A DIRECTIONAL CHANGE IN THE LINE, 1/2
 QG0949'FOOT BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0922 ***********************************************************************
 QG0922  DESIGNATION -  E 106
 QG0922  PID         -  QG0922
 QG0922  STATE/COUNTY-  ME/SOMERSET
 QG0922  USGS QUAD   -  SEBOOMOOK (1989)
 QG0922
 QG0922                         *CURRENT SURVEY CONTROL
 QG0922  ___________________________________________________________________
 QG0922* NAD 83(1986)-  45 55 08.     (N)    069 40 01.     (W)     SCALED    
 QG0922* NAVD 88     -       300.314  (meters)     985.28   (feet)  ADJUSTED  
 QG0922  ___________________________________________________________________
 QG0922  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 QG0922  DYNAMIC HT  -         300.313 (meters)     985.28  (feet)  COMP
 QG0922  MODELED GRAV-     980,602.2   (mgal)                       NAVD 88
 QG0922
 QG0922  VERT ORDER  -  SECOND    CLASS 0
 QG0922
 QG0922.The horizontal coordinates were scaled from a topographic map and have
 QG0922.an estimated accuracy of +/- 6 seconds.
 QG0922
 QG0922.The orthometric height was determined by differential leveling
 QG0922.and adjusted by the National Geodetic Survey in June 1991..
 QG0922
 QG0922.The geoid height was determined by GEOID03.
 QG0922
 QG0922.The dynamic height is computed by dividing the NAVD 88
 QG0922.geopotential number by the normal gravity value computed on the
 QG0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0922.degrees latitude (g = 980.6199 gals.).
 QG0922
 QG0922.The modeled gravity was interpolated from observed gravity values.
 QG0922
 QG0922;                    North         East    Units  Estimated Accuracy
 QG0922;SPC ME W     -   342,980.      938,770.      MT  (+/- 180 meters Scaled)
 QG0922
 QG0922                          SUPERSEDED SURVEY CONTROL
 QG0922
 QG0922  NGVD 29 (??/??/92)  300.479  (m)          985.82   (f) ADJ UNCH    2 0
 QG0922
 QG0922.Superseded values are not recommended for survey control.
 QG0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0922.See file dsdata.txt to determine how the superseded data were derived.
 QG0922
 QG0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL482852(NAD 83)
 QG0922_MARKER: DB = BENCH MARK DISK
 QG0922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0922_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0922_STAMPING: E 106 1953
 QG0922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0922+STABILITY: SURFACE MOTION
 QG0922
 QG0922  HISTORY     - Date     Condition        Report By
 QG0922  HISTORY     - 1953     MONUMENTED       CGS
 QG0922
 QG0922                          STATION DESCRIPTION
 QG0922
 QG0922'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0922'3.6 MI E FROM SEBOOMOOK DAM.
 QG0922'3.65 MILES EAST ALONG A GRAVEL ROAD LEADING TO NORTHEAST CARRY
 QG0922'FROM SEBOOMOOK DAM, IN THE NORTHWEST ANGLE OF A TRIANGLE FORMED
 QG0922'BY THE JUNCTION OF A ROAD LEADING EAST-NORTHEAST, 33 FEET NORTHEAST
 QG0922'OF CENTER LINE OF ROAD, 121 FEET WEST-SOUTHWEST OF CENTER OF
 QG0922'ROAD ALONG EAST SIDE OF TRIANGLE, 25 FEET SOUTH-SOUTHEAST
 QG0922'OF CENTER LINE OF ROAD LEADING EAST-NORTHEAST, 27 FEET WEST OF
 QG0922'A TELEPHONE POLE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 QG0922'ABOUT 1 FOOT ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE
 QG0922'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0283 ***********************************************************************
 RF0283  DESIGNATION -  E 107
 RF0283  PID         -  RF0283
 RF0283  STATE/COUNTY-  ME/PISCATAQUIS
 RF0283  USGS QUAD   -  CAUCOMGOMOC LAKE WEST (1989)
 RF0283
 RF0283                         *CURRENT SURVEY CONTROL
 RF0283  ___________________________________________________________________
 RF0283* NAD 83(1986)-  46 11 46.     (N)    069 42 29.     (W)     SCALED    
 RF0283* NAVD 88     -       442.757  (meters)    1452.61   (feet)  ADJUSTED  
 RF0283  ___________________________________________________________________
 RF0283  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 RF0283  DYNAMIC HT  -         442.768 (meters)    1452.65  (feet)  COMP
 RF0283  MODELED GRAV-     980,625.6   (mgal)                       NAVD 88
 RF0283
 RF0283  VERT ORDER  -  SECOND    CLASS 0
 RF0283
 RF0283.The horizontal coordinates were scaled from a topographic map and have
 RF0283.an estimated accuracy of +/- 6 seconds.
 RF0283
 RF0283.The orthometric height was determined by differential leveling
 RF0283.and adjusted by the National Geodetic Survey in June 1991..
 RF0283
 RF0283.The geoid height was determined by GEOID03.
 RF0283
 RF0283.The dynamic height is computed by dividing the NAVD 88
 RF0283.geopotential number by the normal gravity value computed on the
 RF0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0283.degrees latitude (g = 980.6199 gals.).
 RF0283
 RF0283.The modeled gravity was interpolated from observed gravity values.
 RF0283
 RF0283;                    North         East    Units  Estimated Accuracy
 RF0283;SPC ME E     -   281,780.      206,760.      MT  (+/- 180 meters Scaled)
 RF0283
 RF0283                          SUPERSEDED SURVEY CONTROL
 RF0283
 RF0283  NGVD 29 (??/??/92)  442.926  (m)         1453.17   (f) ADJ UNCH    2 0
 RF0283
 RF0283.Superseded values are not recommended for survey control.
 RF0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0283.See file dsdata.txt to determine how the superseded data were derived.
 RF0283
 RF0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM453160(NAD 83)
 RF0283_MARKER: DB = BENCH MARK DISK
 RF0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RF0283_STAMPING: E 107 1953
 RF0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0283+STABILITY: SURFACE MOTION
 RF0283
 RF0283  HISTORY     - Date     Condition        Report By
 RF0283  HISTORY     - 1953     MONUMENTED       CGS
 RF0283
 RF0283                          STATION DESCRIPTION
 RF0283
 RF0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0283'24.2 MI N FROM SEBOOMOOK DAM.
 RF0283'ABOUT 24.15 MILES NORTHWEST AND NORTH ALONG A GRAVEL ROAD
 RF0283'LEADING TO CAUCOMGOMOC LAKE FROM SEBOOMOOK DAM, ABOUT 0.65
 RF0283'MILE NORTHEAST OF THE JUNCTION OF A ROAD SOUTHEAST, ON THE
 RF0283'OUTSIDE OF A CURVE WITH TANGENTS EXTENDING EAST AND SOUTHWEST,
 RF0283'21 FEET NORTH OF CENTER LINE OF ROAD, 5 FEET SOUTH OF A
 RF0283'TRIANGULAR BLAZED 8-INCH BALSAM TREE, 90 FEET NORTH-NORTHWEST
 RF0283'AND ACROSS ROAD FROM A TELEPHONE POLE WITH GUY WIRE, 2 1/2 FEET
 RF0283'WEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW LEVEL
 RF0283'OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 RF0283'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0194 ***********************************************************************
 RF0194  DESIGNATION -  E 108
 RF0194  PID         -  RF0194
 RF0194  STATE/COUNTY-  ME/AROOSTOOK
 RF0194  USGS QUAD   -  MOOSELEUK LAKE (1985)
 RF0194
 RF0194                         *CURRENT SURVEY CONTROL
 RF0194  ___________________________________________________________________
 RF0194* NAD 83(1986)-  46 35 16.     (N)    068 55 51.     (W)     SCALED    
 RF0194* NAVD 88     -       376.107  (meters)    1233.94   (feet)  ADJUSTED  
 RF0194  ___________________________________________________________________
 RF0194  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 RF0194  DYNAMIC HT  -         376.129 (meters)    1234.02  (feet)  COMP
 RF0194  MODELED GRAV-     980,662.4   (mgal)                       NAVD 88
 RF0194
 RF0194  VERT ORDER  -  SECOND    CLASS 0
 RF0194
 RF0194.The horizontal coordinates were scaled from a topographic map and have
 RF0194.an estimated accuracy of +/- 6 seconds.
 RF0194
 RF0194.The orthometric height was determined by differential leveling
 RF0194.and adjusted by the National Geodetic Survey in June 1991..
 RF0194
 RF0194.The geoid height was determined by GEOID03.
 RF0194
 RF0194.The dynamic height is computed by dividing the NAVD 88
 RF0194.geopotential number by the normal gravity value computed on the
 RF0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0194.degrees latitude (g = 980.6199 gals.).
 RF0194
 RF0194.The modeled gravity was interpolated from observed gravity values.
 RF0194
 RF0194;                    North         East    Units  Estimated Accuracy
 RF0194;SPC ME E     -   324,690.      266,990.      MT  (+/- 180 meters Scaled)
 RF0194
 RF0194                          SUPERSEDED SURVEY CONTROL
 RF0194
 RF0194  NGVD 29 (??/??/92)  376.297  (m)         1234.57   (f) ADJ UNCH    2 0
 RF0194
 RF0194.Superseded values are not recommended for survey control.
 RF0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0194.See file dsdata.txt to determine how the superseded data were derived.
 RF0194
 RF0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM052593(NAD 83)
 RF0194_MARKER: DB = BENCH MARK DISK
 RF0194_SETTING: 80 = SET IN A BOULDER
 RF0194_SP_SET: BOULDER
 RF0194_STAMPING: E 108 1953
 RF0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0194+STABILITY: SURFACE MOTION
 RF0194
 RF0194  HISTORY     - Date     Condition        Report By
 RF0194  HISTORY     - 1953     MONUMENTED       CGS
 RF0194
 RF0194                          STATION DESCRIPTION
 RF0194
 RF0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0194'29.2 MI W FROM ASHLAND.
 RF0194'0.3 MILE WEST ALONG STATE HIGHWAY 11 FROM THE BANGOR AND
 RF0194'AROOSTOOK RAILROAD STATION AT ASHLAND, THENCE ABOUT 0.6 MILE
 RF0194'SOUTHWEST ALONG A BLACK TOP ROAD, THENCE ABOUT 28.35 MILES WEST
 RF0194'AND SOUTHWEST ALONG A PRIVATE GRAVEL ROAD, ABOUT 0.8 MILE
 RF0194'NORTHEAST OF A BRIDGE OVER BLIND BROOK, ABOUT 91 YARDS NORTH
 RF0194'OF THE BOTTOM OF GRADE BETWEEN TWO GRADE TOPS AND AN 18-INCH
 RF0194'PIPE CULVERT, ABOUT 143 YARDS NORTH OF THE LOWER GRADE TOP, ABOUT
 RF0194'0.25 MILE SOUTH OF THE HIGHER GRADE TOP, 31 FEET WEST OF CENTER
 RF0194'LINE OF ROAD, IN THE TOP OF THE NORTH CORNER OF A FLAT 2-FOOT
 RF0194'HIGH 6 BY 5-FOOT BOULDER WHICH IS BETWEEN TWO SIMILAR BOULDERS,
 RF0194'AND ABOUT 1 FOOT ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0346 ***********************************************************************
 RF0346  DESIGNATION -  E 109
 RF0346  PID         -  RF0346
 RF0346  STATE/COUNTY-  ME/AROOSTOOK
 RF0346  USGS QUAD   -  MARY L POND (1986)
 RF0346
 RF0346                         *CURRENT SURVEY CONTROL
 RF0346  ___________________________________________________________________
 RF0346* NAD 83(1986)-  46 42 50.     (N)    069 48 53.     (W)     SCALED    
 RF0346* NAVD 88     -       349.799  (meters)    1147.63   (feet)  ADJUSTED  
 RF0346  ___________________________________________________________________
 RF0346  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 RF0346  DYNAMIC HT  -         349.813 (meters)    1147.68  (feet)  COMP
 RF0346  MODELED GRAV-     980,644.9   (mgal)                       NAVD 88
 RF0346
 RF0346  VERT ORDER  -  SECOND    CLASS 0
 RF0346
 RF0346.The horizontal coordinates were scaled from a topographic map and have
 RF0346.an estimated accuracy of +/- 6 seconds.
 RF0346
 RF0346.The orthometric height was determined by differential leveling
 RF0346.and adjusted by the National Geodetic Survey in June 1991..
 RF0346
 RF0346.The geoid height was determined by GEOID03.
 RF0346
 RF0346.The dynamic height is computed by dividing the NAVD 88
 RF0346.geopotential number by the normal gravity value computed on the
 RF0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0346.degrees latitude (g = 980.6199 gals.).
 RF0346
 RF0346.The modeled gravity was interpolated from observed gravity values.
 RF0346
 RF0346;                    North         East    Units  Estimated Accuracy
 RF0346;SPC ME E     -   339,460.      199,490.      MT  (+/- 180 meters Scaled)
 RF0346
 RF0346                          SUPERSEDED SURVEY CONTROL
 RF0346
 RF0346  NGVD 29 (??/??/92)  349.975  (m)         1148.21   (f) ADJ UNCH    2 0
 RF0346
 RF0346.Superseded values are not recommended for survey control.
 RF0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0346.See file dsdata.txt to determine how the superseded data were derived.
 RF0346
 RF0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM377736(NAD 83)
 RF0346_MARKER: DB = BENCH MARK DISK
 RF0346_SETTING: 66 = SET IN ROCK OUTCROP
 RF0346_SP_SET: ROCK OUTCROP
 RF0346_STAMPING: E 109 1953
 RF0346_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0346+STABILITY: POSITION/ELEVATION WELL
 RF0346
 RF0346  HISTORY     - Date     Condition        Report By
 RF0346  HISTORY     - 1953     MONUMENTED       CGS
 RF0346  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 RF0346
 RF0346                          STATION DESCRIPTION
 RF0346
 RF0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0346'9.6 MI E FROM LAC FRONTIERE.
 RF0346'ABOUT 9.6 MILES EAST ALONG A PRIVATE GRAVEL ROAD LEADING TO CLAYTON
 RF0346'LAKE FROM THE JUNCTION OF ROUTE 24 AT LAC FRONTIERE, ABOUT 0.45
 RF0346'MILE WEST OF A 20-FOOT LOG BRIDGE OVER A BROOK, 43 FEET SOUTH OF
 RF0346'CENTER LINE OF ROAD, 73 FEET SOUTHWEST OF A SMALL ROCKY RISE IN
 RF0346'ROAD, IN THE TOP AND 3 INCHES NORTHWEST OF CENTER OF SOUTHEAST
 RF0346'EDGE OF A 1/2 FOOT HIGH 5 BY 3-FOOT EXPOSED PART OF A ROCK
 RF0346'OUTCROP, AND ABOUT 1 FOOT BELOW LEVEL OF ROAD.
 RF0346
 RF0346                          STATION RECOVERY (1984)
 RF0346
 RF0346'RECOVERY NOTE BY US POWER SQUADRON 1984 (RR)
 RF0346'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0014 ***********************************************************************
 RF0014  DESIGNATION -  E 11
 RF0014  PID         -  RF0014
 RF0014  STATE/COUNTY-  ME/AROOSTOOK
 RF0014  USGS QUAD   -  SQUA PAN (1986)
 RF0014
 RF0014                         *CURRENT SURVEY CONTROL
 RF0014  ___________________________________________________________________
 RF0014* NAD 83(1986)-  46 33 19.     (N)    068 22 35.     (W)     SCALED    
 RF0014* NAVD 88     -       168.382  (meters)     552.43   (feet)  ADJUSTED  
 RF0014  ___________________________________________________________________
 RF0014  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 RF0014  DYNAMIC HT  -         168.397 (meters)     552.48  (feet)  COMP
 RF0014  MODELED GRAV-     980,704.0   (mgal)                       NAVD 88
 RF0014
 RF0014  VERT ORDER  -  FIRST     CLASS II
 RF0014
 RF0014.The horizontal coordinates were scaled from a topographic map and have
 RF0014.an estimated accuracy of +/- 6 seconds.
 RF0014
 RF0014.The orthometric height was determined by differential leveling
 RF0014.and adjusted by the National Geodetic Survey in June 1991..
 RF0014
 RF0014.The geoid height was determined by GEOID03.
 RF0014
 RF0014.The dynamic height is computed by dividing the NAVD 88
 RF0014.geopotential number by the normal gravity value computed on the
 RF0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0014.degrees latitude (g = 980.6199 gals.).
 RF0014
 RF0014.The modeled gravity was interpolated from observed gravity values.
 RF0014
 RF0014;                    North         East    Units  Estimated Accuracy
 RF0014;SPC ME E     -   321,000.      309,480.      MT  (+/- 180 meters Scaled)
 RF0014
 RF0014                          SUPERSEDED SURVEY CONTROL
 RF0014
 RF0014  NGVD 29 (??/??/92)  168.565  (m)          553.03   (f) ADJ UNCH    1 2
 RF0014
 RF0014.Superseded values are not recommended for survey control.
 RF0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0014.See file dsdata.txt to determine how the superseded data were derived.
 RF0014
 RF0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM478559(NAD 83)
 RF0014_MARKER: DB = BENCH MARK DISK
 RF0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RF0014_STAMPING: 552.935 E 11 1927
 RF0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0014+STABILITY: SURFACE MOTION
 RF0014
 RF0014  HISTORY     - Date     Condition        Report By
 RF0014  HISTORY     - 1927     MONUMENTED       CGS
 RF0014  HISTORY     - 1953     MARK NOT FOUND   USGS
 RF0014  HISTORY     - 1978     GOOD             NGS
 RF0014  HISTORY     - 1978     GOOD             MEDT
 RF0014
 RF0014                          STATION DESCRIPTION
 RF0014
 RF0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 RF0014'AT SQUA PAN.
 RF0014'AT SQUA PAN, AROOSTOOK COUNTY, ON THE BANGOR AND AROOSTOOK
 RF0014'RAILROAD, 0.2 MILE SOUTH OF THE STATION, 5 RAILS SOUTHWEST OF
 RF0014'THE CROSSING OF STATE HIGHWAY 11, 50 FEET WEST OF THE CENTER
 RF0014'LINE OF THE HIGHWAY, 37.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 RF0014'AND 5.2 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 RF0014'STAMPED 552.935 E 11 1927 AND SET IN THE TOP OF A CONCRETE POST
 RF0014'PROJECTING 3 INCHES ABOVE GROUND.
 RF0014
 RF0014                          STATION RECOVERY (1953)
 RF0014
 RF0014'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 RF0014'MARK NOT FOUND.
 RF0014
 RF0014                          STATION RECOVERY (1978)
 RF0014
 RF0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 RF0014'5.45 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE ASHLAND POST OFFICE
 RF0014'50 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 39 FEET EAST OF
 RF0014'THE EAST RAIL OF THE BANGOR AND AROOSTOOK COMPANY RAILROAD, 149 FEET
 RF0014'SOUTH OF THE INTERSECTION OF THE RAILROAD AND THE HIGHWAY, 40 FEET
 RF0014'SOUTH OF TELEPHONE POLE 291-623.
 RF0014
 RF0014                          STATION RECOVERY (1978)
 RF0014
 RF0014'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1978
 RF0014'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0336 ***********************************************************************
 RF0336  DESIGNATION -  E 110
 RF0336  PID         -  RF0336
 RF0336  STATE/COUNTY-  ME/AROOSTOOK
 RF0336  USGS QUAD   -  NINEMILE BRIDGE (1986)
 RF0336
 RF0336                         *CURRENT SURVEY CONTROL
 RF0336  ___________________________________________________________________
 RF0336* NAD 83(1986)-  46 39 51.     (N)    069 40 09.     (W)     SCALED    
 RF0336* NAVD 88     -       391.327  (meters)    1283.88   (feet)  ADJUSTED  
 RF0336  ___________________________________________________________________
 RF0336  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 RF0336  DYNAMIC HT  -         391.343 (meters)    1283.93  (feet)  COMP
 RF0336  MODELED GRAV-     980,644.3   (mgal)                       NAVD 88
 RF0336
 RF0336  VERT ORDER  -  SECOND    CLASS 0
 RF0336
 RF0336.The horizontal coordinates were scaled from a topographic map and have
 RF0336.an estimated accuracy of +/- 6 seconds.
 RF0336
 RF0336.The orthometric height was determined by differential leveling
 RF0336.and adjusted by the National Geodetic Survey in June 1991..
 RF0336
 RF0336.The geoid height was determined by GEOID03.
 RF0336
 RF0336.The dynamic height is computed by dividing the NAVD 88
 RF0336.geopotential number by the normal gravity value computed on the
 RF0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0336.degrees latitude (g = 980.6199 gals.).
 RF0336
 RF0336.The modeled gravity was interpolated from observed gravity values.
 RF0336
 RF0336;                    North         East    Units  Estimated Accuracy
 RF0336;SPC ME E     -   333,760.      210,530.      MT  (+/- 180 meters Scaled)
 RF0336
 RF0336                          SUPERSEDED SURVEY CONTROL
 RF0336
 RF0336  NGVD 29 (??/??/92)  391.507  (m)         1284.47   (f) ADJ UNCH    2 0
 RF0336
 RF0336.Superseded values are not recommended for survey control.
 RF0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0336.See file dsdata.txt to determine how the superseded data were derived.
 RF0336
 RF0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM488680(NAD 83)
 RF0336_MARKER: DB = BENCH MARK DISK
 RF0336_SETTING: 80 = SET IN A BOULDER
 RF0336_SP_SET: BOULDER
 RF0336_STAMPING: E 110 1953
 RF0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0336+STABILITY: SURFACE MOTION
 RF0336
 RF0336  HISTORY     - Date     Condition        Report By
 RF0336  HISTORY     - 1953     MONUMENTED       CGS
 RF0336  HISTORY     - 1966     GOOD             NGS
 RF0336  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 RF0336
 RF0336                          STATION DESCRIPTION
 RF0336
 RF0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0336'8.4 MI NW FROM CLAYTON LAKE.
 RF0336'ABOUT 8.35 MILES NORTHWEST ALONG A PRIVATE GRAVEL ROAD LEADING
 RF0336'TO LAC FRONTIERE FROM THE POST OFFICE AT CLAYTON LAKE, ABOUT
 RF0336'4.05 MILES SOUTHEAST OF A BRIDGE OVER SAINT JOHN RIVER, ABOUT
 RF0336'0.1 MILE SOUTHEAST OF A LOG CULVERT, IN THE SOUTHEAST EDGE OF
 RF0336'AN ABANDONED LOGGING ROAD LEADING NORTHEAST, IN THE TOP OF A
 RF0336'ROUNDED BOULDER PROJECTING ABOUT 1 FOOT ABOVE GROUND, 59 FEET
 RF0336'NORTHEAST OF CENTER LINE OF ROAD, 50 FEET EAST-NORTHEAST OF A
 RF0336'TELEPHONE POLE, AND ABOUT 1 FOOT ABOVE LEVEL OF ROAD.
 RF0336
 RF0336                          STATION RECOVERY (1966)
 RF0336
 RF0336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 RF0336'RECOVERED IN GOOD CONDITION.
 RF0336
 RF0336                          STATION RECOVERY (1984)
 RF0336
 RF0336'RECOVERY NOTE BY US POWER SQUADRON 1984 (RR)
 RF0336'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0640 ***********************************************************************
 QG0640  DESIGNATION -  E 111
 QG0640  PID         -  QG0640
 QG0640  STATE/COUNTY-  ME/PISCATAQUIS
 QG0640  USGS QUAD   -  KOKADJO (1988)
 QG0640
 QG0640                         *CURRENT SURVEY CONTROL
 QG0640  ___________________________________________________________________
 QG0640* NAD 83(1986)-  45 42 37.     (N)    069 24 32.     (W)     SCALED    
 QG0640* NAVD 88     -       419.526  (meters)    1376.39   (feet)  ADJUSTED  
 QG0640  ___________________________________________________________________
 QG0640  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 QG0640  DYNAMIC HT  -         419.512 (meters)    1376.35  (feet)  COMP
 QG0640  MODELED GRAV-     980,568.7   (mgal)                       NAVD 88
 QG0640
 QG0640  VERT ORDER  -  SECOND    CLASS 0
 QG0640
 QG0640.The horizontal coordinates were scaled from a topographic map and have
 QG0640.an estimated accuracy of +/- 6 seconds.
 QG0640
 QG0640.The orthometric height was determined by differential leveling
 QG0640.and adjusted by the National Geodetic Survey in June 1991..
 QG0640
 QG0640.The geoid height was determined by GEOID03.
 QG0640
 QG0640.The dynamic height is computed by dividing the NAVD 88
 QG0640.geopotential number by the normal gravity value computed on the
 QG0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0640.degrees latitude (g = 980.6199 gals.).
 QG0640
 QG0640.The modeled gravity was interpolated from observed gravity values.
 QG0640
 QG0640;                    North         East    Units  Estimated Accuracy
 QG0640;SPC ME E     -   227,480.      229,240.      MT  (+/- 180 meters Scaled)
 QG0640
 QG0640                          SUPERSEDED SURVEY CONTROL
 QG0640
 QG0640  NGVD 29 (??/??/92)  419.682  (m)         1376.91   (f) ADJ UNCH    2 0
 QG0640
 QG0640.Superseded values are not recommended for survey control.
 QG0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0640.See file dsdata.txt to determine how the superseded data were derived.
 QG0640
 QG0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL681619(NAD 83)
 QG0640_MARKER: DB = BENCH MARK DISK
 QG0640_SETTING: 80 = SET IN A BOULDER
 QG0640_SP_SET: BOULDER
 QG0640_STAMPING: E 111 1953
 QG0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0640+STABILITY: SURFACE MOTION
 QG0640
 QG0640  HISTORY     - Date     Condition        Report By
 QG0640  HISTORY     - 1953     MONUMENTED       CGS
 QG0640
 QG0640                          STATION DESCRIPTION
 QG0640
 QG0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0640'3.6 MI NE FROM KAKADJO.
 QG0640'3.55 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE POST OFFICE
 QG0640'AT KOKADJO, NEAR THE BOTTOM OF A LONG CROOKED HILL DECENDING
 QG0640'SOUTHWEST, ALONG A SHORT EAST-WEST TANGENT BETWEEN TWO CURVES,
 QG0640'245 FEET EAST OF AN 18-INCH CORRUGATED PIPE CULVERT, IN WOODS,
 QG0640'ABOUT MIDWAY BETWEEN TELEPHONE POLES 367 AND 368, SET IN THE TOP
 QG0640'OF THE WEST EDGE OF A LARGE ROUNDED BOULDER, 89 FEET SOUTH OF
 QG0640'CENTER LINE OF ROAD, 45 FEET SOUTH OF A LONE 18-INCH ASPEN TREE,
 QG0640'1 1/2 FEET EAST OF WEST EDGE OF BOULDER AND ABOUT 2 FEET ABOVE
 QG0640'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0073 ***********************************************************************
 RG0073  DESIGNATION -  E 112
 RG0073  PID         -  RG0073
 RG0073  STATE/COUNTY-  ME/SOMERSET
 RG0073  USGS QUAD   -  HARDWOOD MOUNTAIN SE (1989)
 RG0073
 RG0073                         *CURRENT SURVEY CONTROL
 RG0073  ___________________________________________________________________
 RG0073* NAD 83(1986)-  46 17 14.     (N)    070 01 18.     (W)     SCALED    
 RG0073* NAVD 88     -       469.805  (meters)    1541.35   (feet)  ADJUSTED  
 RG0073  ___________________________________________________________________
 RG0073  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 RG0073  DYNAMIC HT  -         469.801 (meters)    1541.34  (feet)  COMP
 RG0073  MODELED GRAV-     980,592.6   (mgal)                       NAVD 88
 RG0073
 RG0073  VERT ORDER  -  SECOND    CLASS 0
 RG0073
 RG0073.The horizontal coordinates were scaled from a topographic map and have
 RG0073.an estimated accuracy of +/- 6 seconds.
 RG0073
 RG0073.The orthometric height was determined by differential leveling
 RG0073.and adjusted by the National Geodetic Survey in June 1991..
 RG0073
 RG0073.The geoid height was determined by GEOID03.
 RG0073
 RG0073.The dynamic height is computed by dividing the NAVD 88
 RG0073.geopotential number by the normal gravity value computed on the
 RG0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RG0073.degrees latitude (g = 980.6199 gals.).
 RG0073
 RG0073.The modeled gravity was interpolated from observed gravity values.
 RG0073
 RG0073;                    North         East    Units  Estimated Accuracy
 RG0073;SPC ME W     -   383,810.      911,170.      MT  (+/- 180 meters Scaled)
 RG0073
 RG0073                          SUPERSEDED SURVEY CONTROL
 RG0073
 RG0073  NGVD 29 (??/??/92)  469.956  (m)         1541.85   (f) ADJ UNCH    2 0
 RG0073
 RG0073.Superseded values are not recommended for survey control.
 RG0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0073.See file dsdata.txt to determine how the superseded data were derived.
 RG0073
 RG0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM213264(NAD 83)
 RG0073_MARKER: DB = BENCH MARK DISK
 RG0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RG0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RG0073_STAMPING: E 112 1953
 RG0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RG0073+STABILITY: SURFACE MOTION
 RG0073
 RG0073  HISTORY     - Date     Condition        Report By
 RG0073  HISTORY     - 1953     MONUMENTED       CGS
 RG0073  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RG0073
 RG0073                          STATION DESCRIPTION
 RG0073
 RG0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RG0073'20.9 MI NE FROM STE AURELIE.
 RG0073'ABOUT 20.9 MILES NORTHEAST AND EAST ALONG A GRAVEL ROAD LEADING
 RG0073'TO FRANCIS LAKE FROM THE CHURCH AT STE AURELIE, ABOUT 0.65 MILE
 RG0073'SOUTHWEST OF THE JUNCTION OF A GRAVEL ROAD NORTH, ON A GRADE
 RG0073'DECENDING NORTHEAST, 29 FEET NORTHWEST OF CENTER LINE OF ROAD,
 RG0073'418 FEET NORTHEAST OF CENTER LINE OF ROAD AT TOP OF GRADE, 6 1/2
 RG0073'FEET SOUTHWEST OF A TRIANGULAR BLAZED 6-INCH BEECH TREE, 6 FEET
 RG0073'EAST OF CENTER OF A DITCH DRAIN, 2 FEET EAST OF A WHITE WOODEN
 RG0073'WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF ROAD AND SET IN THE
 RG0073'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 RG0073
 RG0073                          STATION RECOVERY (1985)
 RG0073
 RG0073'RECOVERY NOTE BY US POWER SQUADRON 1985 (LEP)
 RG0073'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0255 ***********************************************************************
 RF0255  DESIGNATION -  E 113
 RF0255  PID         -  RF0255
 RF0255  STATE/COUNTY-  ME/SOMERSET
 RF0255  USGS QUAD   -  BAKER LAKE (1989)
 RF0255
 RF0255                         *CURRENT SURVEY CONTROL
 RF0255  ___________________________________________________________________
 RF0255* NAD 83(1986)-  46 17 25.     (N)    069 53 07.     (W)     SCALED    
 RF0255* NAVD 88     -       455.784  (meters)    1495.35   (feet)  ADJUSTED  
 RF0255  ___________________________________________________________________
 RF0255  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 RF0255  DYNAMIC HT  -         455.776 (meters)    1495.33  (feet)  COMP
 RF0255  MODELED GRAV-     980,583.3   (mgal)                       NAVD 88
 RF0255
 RF0255  VERT ORDER  -  SECOND    CLASS 0
 RF0255
 RF0255.The horizontal coordinates were scaled from a topographic map and have
 RF0255.an estimated accuracy of +/- 6 seconds.
 RF0255
 RF0255.The orthometric height was determined by differential leveling
 RF0255.and adjusted by the National Geodetic Survey in June 1991..
 RF0255
 RF0255.The geoid height was determined by GEOID03.
 RF0255
 RF0255.The dynamic height is computed by dividing the NAVD 88
 RF0255.geopotential number by the normal gravity value computed on the
 RF0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0255.degrees latitude (g = 980.6199 gals.).
 RF0255
 RF0255.The modeled gravity was interpolated from observed gravity values.
 RF0255
 RF0255;                    North         East    Units  Estimated Accuracy
 RF0255;SPC ME W     -   384,170.      921,680.      MT  (+/- 180 meters Scaled)
 RF0255
 RF0255                          SUPERSEDED SURVEY CONTROL
 RF0255
 RF0255  NGVD 29 (??/??/92)  455.936  (m)         1495.85   (f) ADJ UNCH    2 0
 RF0255
 RF0255.Superseded values are not recommended for survey control.
 RF0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0255.See file dsdata.txt to determine how the superseded data were derived.
 RF0255
 RF0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM318266(NAD 83)
 RF0255_MARKER: DB = BENCH MARK DISK
 RF0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RF0255_STAMPING: E 113 1953
 RF0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0255+STABILITY: SURFACE MOTION
 RF0255
 RF0255  HISTORY     - Date     Condition        Report By
 RF0255  HISTORY     - 1953     MONUMENTED       CGS
 RF0255  HISTORY     - 1955     GOOD             NGS
 RF0255  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RF0255
 RF0255                          STATION DESCRIPTION
 RF0255
 RF0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0255'27.8 MI NE FROM STE AURELIE.
 RF0255'ABOUT 27.8 MILES NORTHEAST AND EAST ALONG A GRAVEL ROAD LEADING
 RF0255'TO FRANCIS LAKE FROM THE CHURCH AT STE AURELIE, ON A GRADE
 RF0255'DECENDING WEST, 27 FEET NORTH OF CENTER LINE OF ROAD, 97 FEET
 RF0255'NORTHWEST AND ACROSS ROAD FROM A TRIANGULAR BLAZED 10-INCH
 RF0255'BALSAM TREE, 96 FEET EAST OF A TRIANGULAR BLAZED 10-INCH SPRUCE
 RF0255'TREE, 10 FEET WEST-SOUTHWEST OF A TRIANGULAR BLAZED 18-INCH
 RF0255'CEDAR TREE, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST,
 RF0255'ABOUT 1 1/2 FEET BELOW LEVEL OF ROAD AND SET IN THE TOP OF A
 RF0255'CONCRETE POST PROJECTING 5 INCHES.
 RF0255
 RF0255                          STATION RECOVERY (1955)
 RF0255
 RF0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 RF0255'RECOVERED IN GOOD CONDITION.
 RF0255
 RF0255                          STATION RECOVERY (1985)
 RF0255
 RF0255'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLM)
 RF0255'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0347 ***********************************************************************
 QG0347  DESIGNATION -  E 114
 QG0347  PID         -  QG0347
 QG0347  STATE/COUNTY-  ME/PENOBSCOT
 QG0347  USGS QUAD   -  SOUTH LAGRANGE (1983)
 QG0347
 QG0347                         *CURRENT SURVEY CONTROL
 QG0347  ___________________________________________________________________
 QG0347* NAD 83(1986)-  45 07 08.     (N)    068 48 59.     (W)     SCALED    
 QG0347* NAVD 88     -        58.195  (meters)     190.93   (feet)  ADJUSTED  
 QG0347  ___________________________________________________________________
 QG0347  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 QG0347  DYNAMIC HT  -          58.195 (meters)     190.93  (feet)  COMP
 QG0347  MODELED GRAV-     980,609.9   (mgal)                       NAVD 88
 QG0347
 QG0347  VERT ORDER  -  FIRST     CLASS II
 QG0347
 QG0347.The horizontal coordinates were scaled from a topographic map and have
 QG0347.an estimated accuracy of +/- 6 seconds.
 QG0347
 QG0347.The orthometric height was determined by differential leveling
 QG0347.and adjusted by the National Geodetic Survey in June 1991..
 QG0347
 QG0347.The geoid height was determined by GEOID03.
 QG0347
 QG0347.The dynamic height is computed by dividing the NAVD 88
 QG0347.geopotential number by the normal gravity value computed on the
 QG0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0347.degrees latitude (g = 980.6199 gals.).
 QG0347
 QG0347.The modeled gravity was interpolated from observed gravity values.
 QG0347
 QG0347;                    North         East    Units  Estimated Accuracy
 QG0347;SPC ME E     -   161,400.      275,110.      MT  (+/- 180 meters Scaled)
 QG0347
 QG0347                          SUPERSEDED SURVEY CONTROL
 QG0347
 QG0347  NGVD 29 (??/??/92)   58.374  (m)          191.52   (f) ADJ UNCH    1 2
 QG0347
 QG0347.Superseded values are not recommended for survey control.
 QG0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0347.See file dsdata.txt to determine how the superseded data were derived.
 QG0347
 QG0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK144961(NAD 83)
 QG0347_MARKER: DB = BENCH MARK DISK
 QG0347_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QG0347_SP_SET: PIER BASE
 QG0347_STAMPING: E 114 1953
 QG0347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG0347
 QG0347  HISTORY     - Date     Condition        Report By
 QG0347  HISTORY     - 1953     MONUMENTED       CGS
 QG0347  HISTORY     - 1988     GOOD             USPSQD
 QG0347
 QG0347                          STATION DESCRIPTION
 QG0347
 QG0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0347'AT SOUTH LAGRANGE.
 QG0347'AT SOUTH LAGRANGE, ABOUT 0.15 MILE NORTHEAST ALONG THE BANGOR AND
 QG0347'AROOSTOOK RAILROAD FROM THE STATION, AT THE OVERPASS OF STATE
 QG0347'HIGHWAY 155 OVER THE TRACK, IN THE TOP OF THE WEST CORNER OF
 QG0347'CONCRETE BASE OF WEST LEG OF OVERPASS PIER, 13 FEET NORTHWEST
 QG0347'OF NORTHWEST RAIL AND ABOUT 6 FEET ABOVE LEVEL OF TRACK.
 QG0347
 QG0347                          STATION RECOVERY (1988)
 QG0347
 QG0347'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 QG0347'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SE0008 ***********************************************************************
 SE0008  DESIGNATION -  E 115
 SE0008  PID         -  SE0008
 SE0008  STATE/COUNTY-  ME/AROOSTOOK
 SE0008  USGS QUAD   -  DOYLE RIDGE (1986)
 SE0008
 SE0008                         *CURRENT SURVEY CONTROL
 SE0008  ___________________________________________________________________
 SE0008* NAD 83(1986)-  47 05 36.     (N)    067 58 46.     (W)     SCALED    
 SE0008* NAVD 88     -       218.183  (meters)     715.82   (feet)  ADJUSTED  
 SE0008  ___________________________________________________________________
 SE0008  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 SE0008  DYNAMIC HT  -         218.210 (meters)     715.91  (feet)  COMP
 SE0008  MODELED GRAV-     980,733.6   (mgal)                       NAVD 88
 SE0008
 SE0008  VERT ORDER  -  SECOND    CLASS 0
 SE0008
 SE0008.The horizontal coordinates were scaled from a topographic map and have
 SE0008.an estimated accuracy of +/- 6 seconds.
 SE0008
 SE0008.The orthometric height was determined by differential leveling
 SE0008.and adjusted by the National Geodetic Survey in June 1991..
 SE0008
 SE0008.The geoid height was determined by GEOID03.
 SE0008
 SE0008.The dynamic height is computed by dividing the NAVD 88
 SE0008.geopotential number by the normal gravity value computed on the
 SE0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SE0008.degrees latitude (g = 980.6199 gals.).
 SE0008
 SE0008.The modeled gravity was interpolated from observed gravity values.
 SE0008
 SE0008;                    North         East    Units  Estimated Accuracy
 SE0008;SPC ME E     -   380,930.      339,520.      MT  (+/- 180 meters Scaled)
 SE0008
 SE0008                          SUPERSEDED SURVEY CONTROL
 SE0008
 SE0008  NGVD 29 (??/??/92)  218.352  (m)          716.38   (f) ADJ UNCH    2 0
 SE0008
 SE0008.Superseded values are not recommended for survey control.
 SE0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SE0008.See file dsdata.txt to determine how the superseded data were derived.
 SE0008
 SE0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN774160(NAD 83)
 SE0008_MARKER: DB = BENCH MARK DISK
 SE0008_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SE0008_SP_SET: BUILDING
 SE0008_STAMPING: E 115 1953
 SE0008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SE0008
 SE0008  HISTORY     - Date     Condition        Report By
 SE0008  HISTORY     - 1953     MONUMENTED       CGS
 SE0008
 SE0008                          STATION DESCRIPTION
 SE0008
 SE0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 SE0008'5 MI S FROM VAN BUREN.
 SE0008'5.0 MILES SOUTH ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 SE0008'VAN BUREN, IN THE TOP OF A LEDGE OF FOUNDATION OF A GARAGE-BARN
 SE0008'BUILDING OWNED BY DAVID B. OUELETTE, 106 FEET EAST OF CENTER
 SE0008'LINE OF HIGHWAY, 70 FEET SOUTH-SOUTHEAST OF SOUTHEAST CORNER
 SE0008'OF RESIDENCE OF MR. OUELETTE, 2 1/2 FEET NORTH OF SOUTHEAST CORNER
 SE0008'OF BUILDING AND ABOUT 4 FEET BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0301 ***********************************************************************
 RF0301  DESIGNATION -  E 116
 RF0301  PID         -  RF0301
 RF0301  STATE/COUNTY-  ME/SOMERSET
 RF0301  USGS QUAD   -  BAKER LAKE (1989)
 RF0301
 RF0301                         *CURRENT SURVEY CONTROL
 RF0301  ___________________________________________________________________
 RF0301* NAD 83(1986)-  46 17 48.     (N)    069 55 54.     (W)     SCALED    
 RF0301* NAVD 88     -       368.789  (meters)    1209.94   (feet)  ADJUSTED  
 RF0301  ___________________________________________________________________
 RF0301  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 RF0301  DYNAMIC HT  -         368.786 (meters)    1209.93  (feet)  COMP
 RF0301  MODELED GRAV-     980,596.2   (mgal)                       NAVD 88
 RF0301
 RF0301  VERT ORDER  -  SECOND    CLASS 0
 RF0301
 RF0301.The horizontal coordinates were scaled from a topographic map and have
 RF0301.an estimated accuracy of +/- 6 seconds.
 RF0301
 RF0301.The orthometric height was determined by differential leveling
 RF0301.and adjusted by the National Geodetic Survey in June 1991..
 RF0301
 RF0301.The geoid height was determined by GEOID03.
 RF0301
 RF0301.The dynamic height is computed by dividing the NAVD 88
 RF0301.geopotential number by the normal gravity value computed on the
 RF0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0301.degrees latitude (g = 980.6199 gals.).
 RF0301
 RF0301.The modeled gravity was interpolated from observed gravity values.
 RF0301
 RF0301;                    North         East    Units  Estimated Accuracy
 RF0301;SPC ME W     -   384,870.      918,110.      MT  (+/- 180 meters Scaled)
 RF0301
 RF0301                          SUPERSEDED SURVEY CONTROL
 RF0301
 RF0301  NGVD 29 (??/??/92)  368.947  (m)         1210.45   (f) ADJ UNCH    2 0
 RF0301
 RF0301.Superseded values are not recommended for survey control.
 RF0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0301.See file dsdata.txt to determine how the superseded data were derived.
 RF0301
 RF0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM282274(NAD 83)
 RF0301_MARKER: DB = BENCH MARK DISK
 RF0301_SETTING: 80 = SET IN A BOULDER
 RF0301_SP_SET: BOULDER
 RF0301_STAMPING: E 116 1953
 RF0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0301+STABILITY: SURFACE MOTION
 RF0301
 RF0301  HISTORY     - Date     Condition        Report By
 RF0301  HISTORY     - 1953     MONUMENTED       CGS
 RF0301
 RF0301                          STATION DESCRIPTION
 RF0301
 RF0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0301'0.6 MI N FROM BAKER LAKE.
 RF0301'ABOUT 0.55 MILE NORTH ALONG A DIM TRAIL FOLLOWING A TELEGRAPH
 RF0301'LINE FROM THE BRIDGE OVER BAKER BRANCH AT BAKER LAKE, IN THE TOP
 RF0301'AND 1 FOOT SOUTH OF THE NORTH EDGE OF A 4 BY 5-FOOT BOULDER
 RF0301'PROJECTING ABOUT 6 INCHES, NEAR THE CENTER OF TRAIL, 8 FEET
 RF0301'SOUTHWEST OF A TRIANGULAR BLAZED 6-INCH SPRUCE TREE WITH A
 RF0301'TELEPHONE WIRE TACKED TO IT, 16 FEET NORTHWEST OF A TRIANGULAR
 RF0301'BLAZED 8-INCH SPRUCE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0712 ***********************************************************************
 QG0712  DESIGNATION -  E 118
 QG0712  PID         -  QG0712
 QG0712  STATE/COUNTY-  ME/PISCATAQUIS
 QG0712  USGS QUAD   -  BROWNVILLE JUNCTION (1988)
 QG0712
 QG0712                         *CURRENT SURVEY CONTROL
 QG0712  ___________________________________________________________________
 QG0712* NAD 83(1986)-  45 21 02.     (N)    069 03 00.     (W)     SCALED    
 QG0712* NAVD 88     -       111.997  (meters)     367.44   (feet)  POSTED    
 QG0712  ___________________________________________________________________
 QG0712  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 QG0712  DYNAMIC HT  -         112.000 (meters)     367.45  (feet)  COMP
 QG0712  MODELED GRAV-     980,599.9   (mgal)                       NAVD 88
 QG0712
 QG0712  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 QG0712
 QG0712.The horizontal coordinates were scaled from a topographic map and have
 QG0712.an estimated accuracy of +/- 6 seconds.
 QG0712
 QG0712.The orthometric height was determined by differential leveling
 QG0712.and adjusted by the National Geodetic Survey in 1992..
 QG0712.No vertical observational check was made to the station.
 QG0712.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 QG0712.was located on a no-check spur therefore a value was not computed.
 QG0712
 QG0712.The geoid height was determined by GEOID03.
 QG0712
 QG0712.The dynamic height is computed by dividing the NAVD 88
 QG0712.geopotential number by the normal gravity value computed on the
 QG0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0712.degrees latitude (g = 980.6199 gals.).
 QG0712
 QG0712.The modeled gravity was interpolated from observed gravity values.
 QG0712
 QG0712;                    North         East    Units  Estimated Accuracy
 QG0712;SPC ME E     -   187,250.      256,900.      MT  (+/- 180 meters Scaled)
 QG0712
 QG0712                          SUPERSEDED SURVEY CONTROL
 QG0712
 QG0712  NGVD 29 (??/??/92)  112.172  (m)          368.02   (f) ADJ UNCH    1 2
 QG0712
 QG0712.Superseded values are not recommended for survey control.
 QG0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0712.See file dsdata.txt to determine how the superseded data were derived.
 QG0712
 QG0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL960218(NAD 83)
 QG0712_MARKER: DB = BENCH MARK DISK
 QG0712_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QG0712_SP_SET: ABUTMENT
 QG0712_STAMPING: E 118 1953
 QG0712_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG0712
 QG0712  HISTORY     - Date     Condition        Report By
 QG0712  HISTORY     - 1953     MONUMENTED       CGS
 QG0712
 QG0712                          STATION DESCRIPTION
 QG0712
 QG0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0712'0.4 MI E FROM BROWNVILLE JUNCTION.
 QG0712'0.4 MILE EAST ALONG THE CANADIAN PACIFIC RAILWAY FROM THE STATION
 QG0712'AT BROWNVILLE JUNCTION, THENCE ABOUT 100 YARDS SOUTHEAST AND
 QG0712'DOWNSTREAM ALONG PLEASANT RIVER, IN THE TOP OF THE NORTHWEST END
 QG0712'OF THE SOUTHWEST CONCRETE ABUTMENT OF STATE HIGHWAY 221 STEEL
 QG0712'BRIDGE OVER PLEASANT RIVER, 13 FEET NORTHWEST OF CENTER LINE
 QG0712'OF HIGHWAY AND ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0110 ***********************************************************************
 RF0110  DESIGNATION -  E 12
 RF0110  PID         -  RF0110
 RF0110  STATE/COUNTY-  ME/AROOSTOOK
 RF0110  USGS QUAD   -  ISLAND FALLS (1986)
 RF0110
 RF0110                         *CURRENT SURVEY CONTROL
 RF0110  ___________________________________________________________________
 RF0110* NAD 83(1986)-  46 00 55.     (N)    068 16 59.     (W)     SCALED    
 RF0110* NAVD 88     -       138.638  (meters)     454.85   (feet)  ADJUSTED  
 RF0110  ___________________________________________________________________
 RF0110  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 RF0110  DYNAMIC HT  -         138.644 (meters)     454.87  (feet)  COMP
 RF0110  MODELED GRAV-     980,655.5   (mgal)                       NAVD 88
 RF0110
 RF0110  VERT ORDER  -  FIRST     CLASS II
 RF0110
 RF0110.The horizontal coordinates were scaled from a topographic map and have
 RF0110.an estimated accuracy of +/- 6 seconds.
 RF0110
 RF0110.The orthometric height was determined by differential leveling
 RF0110.and adjusted by the National Geodetic Survey in June 1991..
 RF0110
 RF0110.The geoid height was determined by GEOID03.
 RF0110
 RF0110.The dynamic height is computed by dividing the NAVD 88
 RF0110.geopotential number by the normal gravity value computed on the
 RF0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0110.degrees latitude (g = 980.6199 gals.).
 RF0110
 RF0110.The modeled gravity was interpolated from observed gravity values.
 RF0110
 RF0110;                    North         East    Units  Estimated Accuracy
 RF0110;SPC ME E     -   261,000.      316,800.      MT  (+/- 180 meters Scaled)
 RF0110
 RF0110                          SUPERSEDED SURVEY CONTROL
 RF0110
 RF0110.No superseded survey control is available for this station.
 RF0110
 RF0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL554959(NAD 83)
 RF0110_MARKER: DB = BENCH MARK DISK
 RF0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RF0110_STAMPING: 455.416 E 12 1927
 RF0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0110+STABILITY: SURFACE MOTION
 RF0110
 RF0110  HISTORY     - Date     Condition        Report By
 RF0110  HISTORY     - 1927     MONUMENTED       CGS
 RF0110  HISTORY     - 1959     POOR             NGS
 RF0110  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 RF0110
 RF0110                          STATION DESCRIPTION
 RF0110
 RF0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RF0110'AT ISLAND FALLS.
 RF0110'AT ISLAND FALLS, AROOSTOOK COUNTY, ON THE BANGOR AND AROOSTOOK
 RF0110'RAILROAD, 3 RAILS EAST OF THE EAST END OF BRIDGE 139.56, AT A
 RF0110'ROAD CROSSING, 31 FEET WEST OF THE CENTER LINE OF THE ROAD,
 RF0110'AND 20.5 FEET NORTH OF THE NORTH RAIL.  A STANDARD DISK, STAMPED
 RF0110'455.416 E 12 1927 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RF0110'3 INCHES ABOVE GROUND.  NOTE-- THE POST HAD BEEN HIT BY SOME
 RF0110'HEAVY OBJECT AND WAS LEANING VERY BADLY.  THE DISK WAS NOT
 RF0110'REMOVED.
 RF0110
 RF0110                          STATION RECOVERY (1984)
 RF0110
 RF0110'RECOVERY NOTE BY US POWER SQUADRON 1984 (RR)
 RF0110'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0104 ***********************************************************************
 OC0104  DESIGNATION -  E 121
 OC0104  PID         -  OC0104
 OC0104  STATE/COUNTY-  ME/CUMBERLAND
 OC0104  USGS QUAD   -  PORTLAND WEST (1978)
 OC0104
 OC0104                         *CURRENT SURVEY CONTROL
 OC0104  ___________________________________________________________________
 OC0104* NAD 83(1986)-  43 38 35.     (N)    070 16 36.     (W)     SCALED    
 OC0104* NAVD 88     -         5.274  (meters)      17.30   (feet)  ADJUSTED  
 OC0104  ___________________________________________________________________
 OC0104  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 OC0104  DYNAMIC HT  -           5.273 (meters)      17.30  (feet)  COMP
 OC0104  MODELED GRAV-     980,500.5   (mgal)                       NAVD 88
 OC0104
 OC0104  VERT ORDER  -  FIRST     CLASS I
 OC0104
 OC0104.The horizontal coordinates were scaled from a topographic map and have
 OC0104.an estimated accuracy of +/- 6 seconds.
 OC0104
 OC0104.The orthometric height was determined by differential leveling
 OC0104.and adjusted by the National Geodetic Survey in June 1991..
 OC0104
 OC0104.The geoid height was determined by GEOID03.
 OC0104
 OC0104.The dynamic height is computed by dividing the NAVD 88
 OC0104.geopotential number by the normal gravity value computed on the
 OC0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0104.degrees latitude (g = 980.6199 gals.).
 OC0104
 OC0104.The modeled gravity was interpolated from observed gravity values.
 OC0104
 OC0104;                    North         East    Units  Estimated Accuracy
 OC0104;SPC ME W     -    89,960.      891,130.      MT  (+/- 180 meters Scaled)
 OC0104
 OC0104                          SUPERSEDED SURVEY CONTROL
 OC0104
 OC0104  NGVD 29 (??/??/92)    5.490  (m)           18.01   (f) ADJ UNCH    1 1
 OC0104
 OC0104.Superseded values are not recommended for survey control.
 OC0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0104.See file dsdata.txt to determine how the superseded data were derived.
 OC0104
 OC0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ970330(NAD 83)
 OC0104_MARKER: DB = BENCH MARK DISK
 OC0104_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC0104_SP_SET: ABUTMENT
 OC0104_STAMPING: E 121 1955
 OC0104_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC0104
 OC0104  HISTORY     - Date     Condition        Report By
 OC0104  HISTORY     - 1955     MONUMENTED       CGS
 OC0104  HISTORY     - 1966     GOOD             NGS
 OC0104  HISTORY     - 1978     GOOD             DOD
 OC0104  HISTORY     - 1987     GOOD             USPSQD
 OC0104  HISTORY     - 1988     GOOD             USPSQD
 OC0104  HISTORY     - 19910711 GOOD             USPSQD
 OC0104
 OC0104                          STATION DESCRIPTION
 OC0104
 OC0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 OC0104'AT PORTLAND.
 OC0104'AT PORTLAND, IN THE SOUTH PART OF TOWN, ABOUT 0.15 MILE SOUTHEAST
 OC0104'ALONG THE MAINE CENTRAL RAILROAD FROM THE OVERPASS OF U.S.
 OC0104'HIGHWAY 1 OVER TRACK AND HIGHWAY BRIDGE OVER FORE RIVER, AT THE
 OC0104'OVERPASS OF OLD U.S. HIGHWAY 1 OVER TRACKS, SET VERTICALLY IN
 OC0104'THE SOUTH ANGLE FACE OF THE NORTHEAST CONCRETE ABUTMENT OF
 OC0104'OVERPASS, 7 FEET NORTHEAST OF NORTHEAST RAIL OF NORTHEAST TRACK,
 OC0104'1.3 FEET EAST OF SOUTH CORNER OF ABUTMENT, 1.8 FEET ABOVE
 OC0104'GROUND AND ABOUT 1 FOOT ABOVE LEVEL OF TRACK.
 OC0104
 OC0104                          STATION RECOVERY (1966)
 OC0104
 OC0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 OC0104'RECOVERED IN GOOD CONDITION.
 OC0104
 OC0104                          STATION RECOVERY (1978)
 OC0104
 OC0104'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 OC0104'RECOVERED IN GOOD CONDITION.
 OC0104
 OC0104                          STATION RECOVERY (1987)
 OC0104
 OC0104'RECOVERY NOTE BY US POWER SQUADRON 1987 (DWH)
 OC0104'RECOVERED IN GOOD CONDITION.
 OC0104
 OC0104                          STATION RECOVERY (1988)
 OC0104
 OC0104'RECOVERY NOTE BY US POWER SQUADRON 1988 (DWH)
 OC0104'RECOVERED IN GOOD CONDITION.
 OC0104
 OC0104                          STATION RECOVERY (1991)
 OC0104
 OC0104'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OC0104'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0531 ***********************************************************************
 OC0531  DESIGNATION -  E 122
 OC0531  PID         -  OC0531
 OC0531  STATE/COUNTY-  ME/CUMBERLAND
 OC0531  USGS QUAD   -  SEBAGO LAKE (1983)
 OC0531
 OC0531                         *CURRENT SURVEY CONTROL
 OC0531  ___________________________________________________________________
 OC0531* NAD 83(1986)-  43 46 43.     (N)    070 32 00.     (W)     SCALED    
 OC0531* NAVD 88     -        82.641  (meters)     271.13   (feet)  ADJUSTED  
 OC0531  ___________________________________________________________________
 OC0531  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 OC0531  DYNAMIC HT  -          82.629 (meters)     271.09  (feet)  COMP
 OC0531  MODELED GRAV-     980,478.5   (mgal)                       NAVD 88
 OC0531
 OC0531  VERT ORDER  -  FIRST     CLASS II
 OC0531
 OC0531.The horizontal coordinates were scaled from a topographic map and have
 OC0531.an estimated accuracy of +/- 6 seconds.
 OC0531
 OC0531.The orthometric height was determined by differential leveling
 OC0531.and adjusted by the National Geodetic Survey in June 1991..
 OC0531
 OC0531.The geoid height was determined by GEOID03.
 OC0531
 OC0531.The dynamic height is computed by dividing the NAVD 88
 OC0531.geopotential number by the normal gravity value computed on the
 OC0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0531.degrees latitude (g = 980.6199 gals.).
 OC0531
 OC0531.The modeled gravity was interpolated from observed gravity values.
 OC0531
 OC0531;                    North         East    Units  Estimated Accuracy
 OC0531;SPC ME W     -   105,080.      870,480.      MT  (+/- 180 meters Scaled)
 OC0531
 OC0531                          SUPERSEDED SURVEY CONTROL
 OC0531
 OC0531  NGVD 29 (??/??/92)   82.832  (m)          271.76   (f) ADJ UNCH    1 2
 OC0531
 OC0531.Superseded values are not recommended for survey control.
 OC0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0531.See file dsdata.txt to determine how the superseded data were derived.
 OC0531
 OC0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ766484(NAD 83)
 OC0531_MARKER: DB = BENCH MARK DISK
 OC0531_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC0531_SP_SET: ABUTMENT
 OC0531_STAMPING: E 122 1955
 OC0531_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC0531
 OC0531  HISTORY     - Date     Condition        Report By
 OC0531  HISTORY     - 1955     MONUMENTED       CGS
 OC0531  HISTORY     - 1976     GOOD             NGS
 OC0531
 OC0531                          STATION DESCRIPTION
 OC0531
 OC0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 OC0531'1.2 MI NW FROM SEBAGO LAKE.
 OC0531'1.25 MILES NORTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 OC0531'STATION AT SEBAGO LAKE, ABOUT 80 YARDS NORTH OF MILE POST P 18,
 OC0531'IN THE TOP OF THE EAST END OF NORTH CONCRETE ABUTMENT OF A SMALL
 OC0531'BRIDGE IN CAUSEWAY ACROSS BAY OF SEBAGO LAKE, 7.2 FEET EAST OF
 OC0531'EAST RAIL AND ABOUT 1 1/2 FEET BELOW LEVEL OF TRACK.
 OC0531
 OC0531                          STATION RECOVERY (1976)
 OC0531
 OC0531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0531'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1475 ***********************************************************************
 PE1475  DESIGNATION -  E 128
 PE1475  PID         -  PE1475
 PE1475  STATE/COUNTY-  ME/KENNEBEC
 PE1475  USGS QUAD   -  CLINTON (1988)
 PE1475
 PE1475                         *CURRENT SURVEY CONTROL
 PE1475  ___________________________________________________________________
 PE1475* NAD 83(1986)-  44 38 09.     (N)    069 30 21.     (W)     SCALED    
 PE1475* NAVD 88     -        35.275  (meters)     115.73   (feet)  ADJUSTED  
 PE1475  ___________________________________________________________________
 PE1475  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 PE1475  DYNAMIC HT  -          35.273 (meters)     115.72  (feet)  COMP
 PE1475  MODELED GRAV-     980,569.6   (mgal)                       NAVD 88
 PE1475  OBS GRAVITY -     980,568.7   (mgal)                       GRAV_OBS
 PE1475
 PE1475  VERT ORDER  -  FIRST     CLASS I
 PE1475
 PE1475.The horizontal coordinates were scaled from a topographic map and have
 PE1475.an estimated accuracy of +/- 6 seconds.
 PE1475
 PE1475.The orthometric height was determined by differential leveling
 PE1475.and adjusted by the National Geodetic Survey in June 1991..
 PE1475
 PE1475.The geoid height was determined by GEOID03.
 PE1475
 PE1475.The dynamic height is computed by dividing the NAVD 88
 PE1475.geopotential number by the normal gravity value computed on the
 PE1475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1475.degrees latitude (g = 980.6199 gals.).
 PE1475
 PE1475.The modeled gravity was interpolated from observed gravity values.
 PE1475.The observed gravity was obtained from relative gravimeter ties
 PE1475.to the IGSN71 gravity network.
 PE1475
 PE1475;                    North         East    Units  Estimated Accuracy
 PE1475;SPC ME W     -   200,480.      952,430.      MT  (+/- 180 meters Scaled)
 PE1475
 PE1475                          SUPERSEDED SURVEY CONTROL
 PE1475
 PE1475  NGVD 29 (??/??/92)   35.476  (m)          116.39   (f) ADJ UNCH    1 1
 PE1475
 PE1475.Superseded values are not recommended for survey control.
 PE1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1475.See file dsdata.txt to determine how the superseded data were derived.
 PE1475
 PE1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK598426(NAD 83)
 PE1475_MARKER: DB = BENCH MARK DISK
 PE1475_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE1475_SP_SET: BRIDGE
 PE1475_STAMPING: E 128 1958
 PE1475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE1475
 PE1475  HISTORY     - Date     Condition        Report By
 PE1475  HISTORY     - 1958     MONUMENTED       CGS
 PE1475  HISTORY     - 1966     GOOD             NGS
 PE1475  HISTORY     - 1978     GOOD             DOD
 PE1475  HISTORY     - 20060811 GOOD             USPSQD
 PE1475
 PE1475                          STATION DESCRIPTION
 PE1475
 PE1475'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE1475'AT CLINTON.
 PE1475'AT CLINTON, AT THE JUNCTION OF MAIN AND BAKER STREETS, SET IN
 PE1475'THE TOP OF THE NORTHWEST END OF THE SOUTHEAST WINGWALL OF A
 PE1475'40-FOOT CONCRETE BRIDGE, 13 FEET SOUTH OF THE CENTER LINE OF
 PE1475'MAIN STREET, 144 FEET EAST-SOUTHEAST OF THE JUNCTION OF MAIN
 PE1475'AND BAKER STREETS, ABOUT 1 FOOT BELOW THE LEVEL OF THE STREET.
 PE1475
 PE1475                          STATION RECOVERY (1966)
 PE1475
 PE1475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 PE1475'RECOVERED IN GOOD CONDITION.
 PE1475
 PE1475                          STATION RECOVERY (1978)
 PE1475
 PE1475'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE1475'RECOVERED IN GOOD CONDITION.
 PE1475
 PE1475                          STATION RECOVERY (2006)
 PE1475
 PE1475'RECOVERY NOTE BY US POWER SQUADRON 2006 (AMW)
 PE1475'THE GUARD RAIL WAS REPLACED BUT THE WINGWALL WAS NOT CHANGED AND THE
 PE1475'MARK IS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0830 ***********************************************************************
 PE0830  DESIGNATION -  E 129
 PE0830  PID         -  PE0830
 PE0830  STATE/COUNTY-  ME/SOMERSET
 PE0830  USGS QUAD   -  PITTSFIELD (1982)
 PE0830
 PE0830                         *CURRENT SURVEY CONTROL
 PE0830  ___________________________________________________________________
 PE0830* NAD 83(1986)-  44 47 43.     (N)    069 23 14.     (W)     SCALED    
 PE0830* NAVD 88     -        68.518  (meters)     224.80   (feet)  ADJUSTED  
 PE0830  ___________________________________________________________________
 PE0830  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 PE0830  DYNAMIC HT  -          68.515 (meters)     224.79  (feet)  COMP
 PE0830  MODELED GRAV-     980,573.3   (mgal)                       NAVD 88
 PE0830
 PE0830  VERT ORDER  -  SECOND    CLASS 0
 PE0830
 PE0830.The horizontal coordinates were scaled from a topographic map and have
 PE0830.an estimated accuracy of +/- 6 seconds.
 PE0830
 PE0830.The orthometric height was determined by differential leveling
 PE0830.and adjusted by the National Geodetic Survey in June 1991..
 PE0830
 PE0830.The geoid height was determined by GEOID03.
 PE0830
 PE0830.The dynamic height is computed by dividing the NAVD 88
 PE0830.geopotential number by the normal gravity value computed on the
 PE0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0830.degrees latitude (g = 980.6199 gals.).
 PE0830
 PE0830.The modeled gravity was interpolated from observed gravity values.
 PE0830
 PE0830;                    North         East    Units  Estimated Accuracy
 PE0830;SPC ME W     -   218,280.      961,670.      MT  (+/- 180 meters Scaled)
 PE0830
 PE0830                          SUPERSEDED SURVEY CONTROL
 PE0830
 PE0830  NGVD 29 (??/??/92)   68.738  (m)          225.52   (f) ADJ UNCH    2 0
 PE0830
 PE0830.Superseded values are not recommended for survey control.
 PE0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0830.See file dsdata.txt to determine how the superseded data were derived.
 PE0830
 PE0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK693602(NAD 83)
 PE0830_MARKER: DB = BENCH MARK DISK
 PE0830_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE0830_SP_SET: ABUTMENT
 PE0830_STAMPING: E 129 1958
 PE0830_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0830
 PE0830  HISTORY     - Date     Condition        Report By
 PE0830  HISTORY     - 1958     MONUMENTED       CGS
 PE0830  HISTORY     - 1989     GOOD             USPSQD
 PE0830
 PE0830                          STATION DESCRIPTION
 PE0830
 PE0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0830'1.1 MI N FROM PITTSFIELD.
 PE0830'0.9 MILES NORTH-NORTHWEST ALONG STATE HIGHWAY 152 FROM ITS
 PE0830'JUNCTION WITH STATE HIGHWAY 11 AND 100 AT PITTSFIELD, THENCE 0.2
 PE0830'MILES EAST ALONG WAVERLY AVENUE, SET IN THE TOP OF THE NORTH
 PE0830'END OF THE WEST ABUTMENT OF A 260-FOOT CONCRETE BRIDGE, 14 FEET
 PE0830'NORTH OF THE CENTER LINE OF THE AVENUE, ABOUT LEVEL WITH THE
 PE0830'BRIDGE FLOOR.
 PE0830
 PE0830                          STATION RECOVERY (1989)
 PE0830
 PE0830'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELG)
 PE0830'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0529 ***********************************************************************
 QG0529  DESIGNATION -  E 13
 QG0529  PID         -  QG0529
 QG0529  STATE/COUNTY-  ME/PENOBSCOT
 QG0529  USGS QUAD   -  CEDAR LAKE (1989)
 QG0529
 QG0529                         *CURRENT SURVEY CONTROL
 QG0529  ___________________________________________________________________
 QG0529* NAD 83(1986)-  45 32 02.     (N)    068 51 14.     (W)     SCALED    
 QG0529* NAVD 88     -       162.722  (meters)     533.86   (feet)  ADJUSTED  
 QG0529  ___________________________________________________________________
 QG0529  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 QG0529  DYNAMIC HT  -         162.720 (meters)     533.86  (feet)  COMP
 QG0529  MODELED GRAV-     980,603.7   (mgal)                       NAVD 88
 QG0529
 QG0529  VERT ORDER  -  FIRST     CLASS II
 QG0529
 QG0529.The horizontal coordinates were scaled from a topographic map and have
 QG0529.an estimated accuracy of +/- 6 seconds.
 QG0529
 QG0529.The orthometric height was determined by differential leveling
 QG0529.and adjusted by the National Geodetic Survey in June 1991..
 QG0529
 QG0529.The geoid height was determined by GEOID03.
 QG0529
 QG0529.The dynamic height is computed by dividing the NAVD 88
 QG0529.geopotential number by the normal gravity value computed on the
 QG0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0529.degrees latitude (g = 980.6199 gals.).
 QG0529
 QG0529.The modeled gravity was interpolated from observed gravity values.
 QG0529
 QG0529;                    North         East    Units  Estimated Accuracy
 QG0529;SPC ME E     -   207,530.      272,360.      MT  (+/- 180 meters Scaled)
 QG0529
 QG0529                          SUPERSEDED SURVEY CONTROL
 QG0529
 QG0529  NGVD 29 (??/??/92)  162.889  (m)          534.41   (f) ADJ UNCH    1 2
 QG0529
 QG0529.Superseded values are not recommended for survey control.
 QG0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0529.See file dsdata.txt to determine how the superseded data were derived.
 QG0529
 QG0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL114422(NAD 83)
 QG0529_MARKER: DB = BENCH MARK DISK
 QG0529_SETTING: 80 = SET IN A BOULDER
 QG0529_SP_SET: BOULDER
 QG0529_STAMPING: 534.412 E 13 1927
 QG0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0529+STABILITY: SURFACE MOTION
 QG0529
 QG0529  HISTORY     - Date     Condition        Report By
 QG0529  HISTORY     - 1927     MONUMENTED       CGS
 QG0529
 QG0529                          STATION DESCRIPTION
 QG0529
 QG0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 QG0529'1.3 MI NE FROM WEST SEBOOIS.
 QG0529'1.3 MILES NORTHEAST ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 QG0529'THE STATION AT WEST SEBOOIS, PENOBSCOT COUNTY, ONE-HALF RAIL NORTH
 QG0529'OF MILEPOST 92, 20.3 FEET EAST OF THE EAST RAIL, AND IN THE TOP OF
 QG0529'A GRANITE BOULDER ABOUT 3 FEET IN DIAMETER AND PROJECTING ABOUT 1
 QG0529'FOOT ABOVE THE GROUND.  A STANDARD DISK, STAMPED 534.412 E 13 1927.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0723 ***********************************************************************
 PE0723  DESIGNATION -  E 130
 PE0723  PID         -  PE0723
 PE0723  STATE/COUNTY-  ME/PENOBSCOT
 PE0723  USGS QUAD   -  NEWPORT (1982)
 PE0723
 PE0723                         *CURRENT SURVEY CONTROL
 PE0723  ___________________________________________________________________
 PE0723* NAD 83(1986)-  44 50 04.     (N)    069 16 25.     (W)     SCALED    
 PE0723* NAVD 88     -        59.407  (meters)     194.90   (feet)  ADJUSTED  
 PE0723  ___________________________________________________________________
 PE0723  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 PE0723  DYNAMIC HT  -          59.404 (meters)     194.89  (feet)  COMP
 PE0723  MODELED GRAV-     980,576.1   (mgal)                       NAVD 88
 PE0723
 PE0723  VERT ORDER  -  FIRST     CLASS I
 PE0723
 PE0723.The horizontal coordinates were scaled from a topographic map and have
 PE0723.an estimated accuracy of +/- 6 seconds.
 PE0723
 PE0723.The orthometric height was determined by differential leveling
 PE0723.and adjusted by the National Geodetic Survey in June 1991..
 PE0723.WARNING-Repeat measurements at this control monument indicate possible
 PE0723.vertical movement.
 PE0723
 PE0723.The geoid height was determined by GEOID03.
 PE0723
 PE0723.The dynamic height is computed by dividing the NAVD 88
 PE0723.geopotential number by the normal gravity value computed on the
 PE0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0723.degrees latitude (g = 980.6199 gals.).
 PE0723
 PE0723.The modeled gravity was interpolated from observed gravity values.
 PE0723
 PE0723;                    North         East    Units  Estimated Accuracy
 PE0723;SPC ME E     -   130,040.      238,830.      MT  (+/- 180 meters Scaled)
 PE0723
 PE0723                          SUPERSEDED SURVEY CONTROL
 PE0723
 PE0723  NGVD 29 (??/??/92)   59.630  (m)          195.64   (f) ADJ UNCH    1 1
 PE0723
 PE0723.Superseded values are not recommended for survey control.
 PE0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0723.See file dsdata.txt to determine how the superseded data were derived.
 PE0723
 PE0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK783645(NAD 83)
 PE0723_MARKER: DB = BENCH MARK DISK
 PE0723_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE0723_SP_SET: CONCRETE BASE
 PE0723_STAMPING: E 130 1958
 PE0723_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE0723
 PE0723  HISTORY     - Date     Condition        Report By
 PE0723  HISTORY     - 1958     MONUMENTED       CGS
 PE0723  HISTORY     - 1966     GOOD             NGS
 PE0723  HISTORY     - 1978     GOOD             DOD
 PE0723
 PE0723                          STATION DESCRIPTION
 PE0723
 PE0723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0723'AT NEWPORT.
 PE0723'AT NEWPORT, ALONG THE MAINE CENTRAL RAILROAD, DIRECTLY SOUTH
 PE0723'OF AND ACROSS THE TRACK FROM THE STATION, IN THE TOP OF THE
 PE0723'NORTH CORNER OF A CONCRETE BASE WHICH SUPPORTS THE NORTHEAST
 PE0723'LEG OF A LARGE WATER TANK, 60 FEET SOUTH OF THE SOUTH RAIL OF THE
 PE0723'MAIN TRACK, AND ABOUT 10 FEET BELOW THE LEVEL WITH THE TRACK.
 PE0723
 PE0723                          STATION RECOVERY (1978)
 PE0723
 PE0723'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE0723'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0784 ***********************************************************************
 PE0784  DESIGNATION -  E 131
 PE0784  PID         -  PE0784
 PE0784  STATE/COUNTY-  ME/PENOBSCOT
 PE0784  USGS QUAD   -  CARMEL (1982)
 PE0784
 PE0784                         *CURRENT SURVEY CONTROL
 PE0784  ___________________________________________________________________
 PE0784* NAD 83(1986)-  44 46 36.     (N)    069 00 39.     (W)     SCALED    
 PE0784* NAVD 88     -        44.609  (meters)     146.35   (feet)  ADJUSTED  
 PE0784  ___________________________________________________________________
 PE0784  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 PE0784  DYNAMIC HT  -          44.607 (meters)     146.35  (feet)  COMP
 PE0784  MODELED GRAV-     980,570.5   (mgal)                       NAVD 88
 PE0784
 PE0784  VERT ORDER  -  SECOND    CLASS 0
 PE0784
 PE0784.The horizontal coordinates were scaled from a topographic map and have
 PE0784.an estimated accuracy of +/- 6 seconds.
 PE0784
 PE0784.The orthometric height was determined by differential leveling
 PE0784.and adjusted by the National Geodetic Survey in June 1991..
 PE0784
 PE0784.The geoid height was determined by GEOID03.
 PE0784
 PE0784.The dynamic height is computed by dividing the NAVD 88
 PE0784.geopotential number by the normal gravity value computed on the
 PE0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0784.degrees latitude (g = 980.6199 gals.).
 PE0784
 PE0784.The modeled gravity was interpolated from observed gravity values.
 PE0784
 PE0784;                    North         East    Units  Estimated Accuracy
 PE0784;SPC ME E     -   123,450.      259,570.      MT  (+/- 180 meters Scaled)
 PE0784
 PE0784                          SUPERSEDED SURVEY CONTROL
 PE0784
 PE0784  NGVD 29 (??/??/92)   44.826  (m)          147.07   (f) ADJ UNCH    2 0
 PE0784
 PE0784.Superseded values are not recommended for survey control.
 PE0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0784.See file dsdata.txt to determine how the superseded data were derived.
 PE0784
 PE0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK991581(NAD 83)
 PE0784_MARKER: DB = BENCH MARK DISK
 PE0784_SETTING: 66 = SET IN ROCK OUTCROP
 PE0784_SP_SET: BEDROCK
 PE0784_STAMPING: E 131 1958
 PE0784_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0784+STABILITY: POSITION/ELEVATION WELL
 PE0784
 PE0784  HISTORY     - Date     Condition        Report By
 PE0784  HISTORY     - 1958     MONUMENTED       CGS
 PE0784  HISTORY     - 1980     GOOD             USGS
 PE0784  HISTORY     - 1984     GOOD             USPSQD
 PE0784
 PE0784                          STATION DESCRIPTION
 PE0784
 PE0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0784'2.5 MI SE FROM CARMEL.
 PE0784'2.5 MILES SOUTHEAST ALONG BLACKTOP ROAD FROM THE POST OFFICE
 PE0784'AT CARMEL, AT JUNCTION OF DRIVE SOUTHWEST TO A FIELD, AT A ROAD
 PE0784'CUT, SET IN THE TOP OF A 5-FOOT BY 5-FOOT EXPOSED PORTION OF
 PE0784'BEDROCK, 57 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 55
 PE0784'FEET WEST OF TELEPHONE POLE 030-71, 92 FEET WEST OF THE CENTER
 PE0784'LINE OF THE JUNCTION, 38 FEET NORTHWEST OF FENCE LINE, ABOUT
 PE0784'7 FEET ABOVE THE LEVEL OF THE ROAD.
 PE0784
 PE0784                          STATION RECOVERY (1980)
 PE0784
 PE0784'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 PE0784'RECOVERED IN GOOD CONDITION.
 PE0784
 PE0784                          STATION RECOVERY (1984)
 PE0784
 PE0784'RECOVERY NOTE BY US POWER SQUADRON 1984
 PE0784'BENCH MARK IS IN THE FRONT YARD OF THE SHADY ACRES CAMPING AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0623 ***********************************************************************
 PE0623  DESIGNATION -  E 132
 PE0623  PID         -  PE0623
 PE0623  STATE/COUNTY-  ME/PENOBSCOT
 PE0623  USGS QUAD   -  BANGOR (1991)
 PE0623
 PE0623                         *CURRENT SURVEY CONTROL
 PE0623  ___________________________________________________________________
 PE0623* NAD 83(1986)-  44 46 49.     (N)    068 50 28.     (W)     SCALED    
 PE0623* NAVD 88     -        46.692  (meters)     153.19   (feet)  ADJUSTED  
 PE0623  ___________________________________________________________________
 PE0623  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 PE0623  DYNAMIC HT  -          46.690 (meters)     153.18  (feet)  COMP
 PE0623  MODELED GRAV-     980,576.5   (mgal)                       NAVD 88
 PE0623
 PE0623  VERT ORDER  -  SECOND    CLASS 0
 PE0623
 PE0623.The horizontal coordinates were scaled from a topographic map and have
 PE0623.an estimated accuracy of +/- 6 seconds.
 PE0623
 PE0623.The orthometric height was determined by differential leveling
 PE0623.and adjusted by the National Geodetic Survey in June 1991..
 PE0623
 PE0623.The geoid height was determined by GEOID03.
 PE0623
 PE0623.The dynamic height is computed by dividing the NAVD 88
 PE0623.geopotential number by the normal gravity value computed on the
 PE0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0623.degrees latitude (g = 980.6199 gals.).
 PE0623
 PE0623.The modeled gravity was interpolated from observed gravity values.
 PE0623
 PE0623;                    North         East    Units  Estimated Accuracy
 PE0623;SPC ME E     -   123,790.      273,010.      MT  (+/- 180 meters Scaled)
 PE0623
 PE0623                          SUPERSEDED SURVEY CONTROL
 PE0623
 PE0623  NGVD 29 (??/??/92)   46.901  (m)          153.87   (f) ADJ UNCH    2 0
 PE0623
 PE0623.Superseded values are not recommended for survey control.
 PE0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0623.See file dsdata.txt to determine how the superseded data were derived.
 PE0623
 PE0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK125585(NAD 83)
 PE0623_MARKER: DB = BENCH MARK DISK
 PE0623_SETTING: 66 = SET IN ROCK OUTCROP
 PE0623_SP_SET: BEDROCK
 PE0623_STAMPING: E 132 1958
 PE0623_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0623+STABILITY: POSITION/ELEVATION WELL
 PE0623
 PE0623  HISTORY     - Date     Condition        Report By
 PE0623  HISTORY     - 1958     MONUMENTED       CGS
 PE0623
 PE0623                          STATION DESCRIPTION
 PE0623
 PE0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0623'3.4 MI NW FROM HAMPDEN.
 PE0623'2.2 MILES NORTHWEST ALONG BLACKTOP ROAD TO HERMON CENTER FROM
 PE0623'THE WATER WORKS AT HAMPDEN, THENCE 1.2 MILES NORTHEAST ALONG A
 PE0623'GRAVEL ROAD, SET IN THE TOP OF OUTCROPPING BEDROCK, 23 FEET
 PE0623'SOUTHWEST OF THE CENTERLINE OF THE ROAD, 15 FEET WEST OF TELEPHONE
 PE0623'POLE 89 WITH A BRACE WIRE CROSSING THE ROAD, 1/2 FOOT SOUTHWEST
 PE0623'OF FENCE LINE, 7.7 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT
 PE0623'LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0562 ***********************************************************************
 PE0562  DESIGNATION -  E 133
 PE0562  PID         -  PE0562
 PE0562  STATE/COUNTY-  ME/PENOBSCOT
 PE0562  USGS QUAD   -  OLD TOWN (1988)
 PE0562
 PE0562                         *CURRENT SURVEY CONTROL
 PE0562  ___________________________________________________________________
 PE0562* NAD 83(1986)-  44 55 56.     (N)    068 41 41.     (W)     SCALED    
 PE0562* NAVD 88     -        44.542  (meters)     146.13   (feet)  ADJUSTED  
 PE0562  ___________________________________________________________________
 PE0562  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 PE0562  DYNAMIC HT  -          44.541 (meters)     146.13  (feet)  COMP
 PE0562  MODELED GRAV-     980,595.9   (mgal)                       NAVD 88
 PE0562
 PE0562  VERT ORDER  -  SECOND    CLASS 0
 PE0562
 PE0562.The horizontal coordinates were scaled from a topographic map and have
 PE0562.an estimated accuracy of +/- 6 seconds.
 PE0562
 PE0562.The orthometric height was determined by differential leveling
 PE0562.and adjusted by the National Geodetic Survey in June 1991..
 PE0562
 PE0562.The geoid height was determined by GEOID03.
 PE0562
 PE0562.The dynamic height is computed by dividing the NAVD 88
 PE0562.geopotential number by the normal gravity value computed on the
 PE0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0562.degrees latitude (g = 980.6199 gals.).
 PE0562
 PE0562.The modeled gravity was interpolated from observed gravity values.
 PE0562
 PE0562;                    North         East    Units  Estimated Accuracy
 PE0562;SPC ME E     -   140,630.      284,630.      MT  (+/- 180 meters Scaled)
 PE0562
 PE0562                          SUPERSEDED SURVEY CONTROL
 PE0562
 PE0562  NGVD 29 (??/??/92)   44.752  (m)          146.82   (f) ADJ UNCH    2 0
 PE0562
 PE0562.Superseded values are not recommended for survey control.
 PE0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0562.See file dsdata.txt to determine how the superseded data were derived.
 PE0562
 PE0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK240754(NAD 83)
 PE0562_MARKER: DB = BENCH MARK DISK
 PE0562_SETTING: 66 = SET IN ROCK OUTCROP
 PE0562_SP_SET: ROCK CUT
 PE0562_STAMPING: E 133 1958
 PE0562_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0562+STABILITY: POSITION/ELEVATION WELL
 PE0562
 PE0562  HISTORY     - Date     Condition        Report By
 PE0562  HISTORY     - 1958     MONUMENTED       CGS
 PE0562
 PE0562                          STATION DESCRIPTION
 PE0562
 PE0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0562'3.6 MI N FROM ORONO.
 PE0562'3.55 MILES NORTH ALONG STATE HIGHWAY 16 FROM THE POST OFFICE AT
 PE0562'ORONO, AT THE JUNCTION OF A DIRT ROAD WEST, 74 FEET WEST OF THE
 PE0562'CENTER LINE OF THE ROAD, 22 FEET SOUTH OF THE CENTER LINE OF THE
 PE0562'DIRT ROAD, 77 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION, 37
 PE0562'FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A GARAGE, 13 1/2
 PE0562'FEET WEST OF A METAL WITNESS POST, 3 FEET ABOVE THE LEVEL OF THE
 PE0562'ROAD, SET IN THE TOP OF A 3-FOOT BY 4-FOOT ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0431 ***********************************************************************
 QG0431  DESIGNATION -  E 134
 QG0431  PID         -  QG0431
 QG0431  STATE/COUNTY-  ME/PENOBSCOT
 QG0431  USGS QUAD   -  HOWLAND (1988)
 QG0431
 QG0431                         *CURRENT SURVEY CONTROL
 QG0431  ___________________________________________________________________
 QG0431* NAD 83(1986)-  45 09 17.     (N)    068 39 54.     (W)     SCALED    
 QG0431* NAVD 88     -        44.964  (meters)     147.52   (feet)  ADJUSTED  
 QG0431  ___________________________________________________________________
 QG0431  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 QG0431  DYNAMIC HT  -          44.964 (meters)     147.52  (feet)  COMP
 QG0431  MODELED GRAV-     980,614.8   (mgal)                       NAVD 88
 QG0431
 QG0431  VERT ORDER  -  SECOND    CLASS 0
 QG0431
 QG0431.The horizontal coordinates were scaled from a topographic map and have
 QG0431.an estimated accuracy of +/- 6 seconds.
 QG0431
 QG0431.The orthometric height was determined by differential leveling
 QG0431.and adjusted by the National Geodetic Survey in June 1991..
 QG0431
 QG0431.The geoid height was determined by GEOID03.
 QG0431
 QG0431.The dynamic height is computed by dividing the NAVD 88
 QG0431.geopotential number by the normal gravity value computed on the
 QG0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0431.degrees latitude (g = 980.6199 gals.).
 QG0431
 QG0431.The modeled gravity was interpolated from observed gravity values.
 QG0431
 QG0431;                    North         East    Units  Estimated Accuracy
 QG0431;SPC ME E     -   165,350.      287,030.      MT  (+/- 180 meters Scaled)
 QG0431
 QG0431                          SUPERSEDED SURVEY CONTROL
 QG0431
 QG0431  NGVD 29 (??/??/92)   45.170  (m)          148.20   (f) ADJ UNCH    2 0
 QG0431
 QG0431.Superseded values are not recommended for survey control.
 QG0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0431.See file dsdata.txt to determine how the superseded data were derived.
 QG0431
 QG0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL263001(NAD 83)
 QG0431_MARKER: DB = BENCH MARK DISK
 QG0431_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QG0431_SP_SET: HEMLOCK TREE
 QG0431_STAMPING: E 134 1958
 QG0431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG0431
 QG0431  HISTORY     - Date     Condition        Report By
 QG0431  HISTORY     - 1958     MONUMENTED       CGS
 QG0431  HISTORY     - 19851024 MARK NOT FOUND   USPSQD
 QG0431
 QG0431                          STATION DESCRIPTION
 QG0431
 QG0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 QG0431'20.4 MI N FROM OLD TOWN.
 QG0431'2.95 MILES NORTHWEST ALONG STATE HIGHWAY 43 FROM ITS JUNCTION
 QG0431'WITH U.S HIGHWAY 2 AT OLD TOWN, THENCE 2.25 MILES NORTH ALONG
 QG0431'STATE HIGHWAY 16, THENCE 12.45 MILE NORTH ALONG STATE HIGHWAY
 QG0431'116, THENCE 2.75 MILES WEST ALONG TREE FARM ROAD, SET VERTICALLY
 QG0431'IN THE NORTH FACE OF A 24-INCH HEMLOCK TREE, ABOUT 3 FEET
 QG0431'ABOVE THE LEVEL OF THE GROUND, 23 1/2 FEET SOUTH OF THE CENTER
 QG0431'LINE OF THE ROAD, 43 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 QG0431'A SMALL WOODEN BRIDGE, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
 QG0431
 QG0431                          STATION RECOVERY (1985)
 QG0431
 QG0431'RECOVERY NOTE BY US POWER SQUADRON 1985 (DVH)
 QG0431'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0482 ***********************************************************************
 QG0482  DESIGNATION -  E 136
 QG0482  PID         -  QG0482
 QG0482  STATE/COUNTY-  ME/PENOBSCOT
 QG0482  USGS QUAD   -  SEBOEIS (1988)
 QG0482
 QG0482                         *CURRENT SURVEY CONTROL
 QG0482  ___________________________________________________________________
 QG0482* NAD 83(1986)-  45 17 26.     (N)    068 39 08.     (W)     SCALED    
 QG0482* NAVD 88     -        52.483  (meters)     172.19   (feet)  ADJUSTED  
 QG0482  ___________________________________________________________________
 QG0482  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 QG0482  DYNAMIC HT  -          52.482 (meters)     172.18  (feet)  COMP
 QG0482  MODELED GRAV-     980,613.1   (mgal)                       NAVD 88
 QG0482
 QG0482  VERT ORDER  -  FIRST     CLASS II
 QG0482
 QG0482.The horizontal coordinates were scaled from a topographic map and have
 QG0482.an estimated accuracy of +/- 6 seconds.
 QG0482
 QG0482.The orthometric height was determined by differential leveling
 QG0482.and adjusted by the National Geodetic Survey in June 1991..
 QG0482.WARNING-Repeat measurements at this control monument indicate possible
 QG0482.vertical movement.
 QG0482
 QG0482.The geoid height was determined by GEOID03.
 QG0482
 QG0482.The dynamic height is computed by dividing the NAVD 88
 QG0482.geopotential number by the normal gravity value computed on the
 QG0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0482.degrees latitude (g = 980.6199 gals.).
 QG0482
 QG0482.The modeled gravity was interpolated from observed gravity values.
 QG0482
 QG0482;                    North         East    Units  Estimated Accuracy
 QG0482;SPC ME E     -   180,440.      288,060.      MT  (+/- 180 meters Scaled)
 QG0482
 QG0482                          SUPERSEDED SURVEY CONTROL
 QG0482
 QG0482  NGVD 29 (??/??/92)   52.635  (m)          172.69   (f) ADJ UNCH    1 2
 QG0482
 QG0482.Superseded values are not recommended for survey control.
 QG0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0482.See file dsdata.txt to determine how the superseded data were derived.
 QG0482
 QG0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL272152(NAD 83)
 QG0482_MARKER: DB = BENCH MARK DISK
 QG0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0482_STAMPING: E 136 1959
 QG0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0482+STABILITY: SURFACE MOTION
 QG0482
 QG0482  HISTORY     - Date     Condition        Report By
 QG0482  HISTORY     - 1959     MONUMENTED       CGS
 QG0482  HISTORY     - 1978     GOOD             NGS
 QG0482  HISTORY     - 1978     GOOD             NGS
 QG0482  HISTORY     - 1978     GOOD             NGS
 QG0482  HISTORY     - 1987     GOOD             USPSQD
 QG0482
 QG0482                          STATION DESCRIPTION
 QG0482
 QG0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QG0482'4.2 MI N FROM HOWLAND.
 QG0482'4.2 MILES NORTH ALONG STATE HIGHWAY 116 FROM THE NORTH END OF
 QG0482'THE LARGE STATE HIGHWAY 116 BRIDGE OVER THE PISCATAQUIS RIVER AT
 QG0482'HOWLAND, 33 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 14 FEET
 QG0482'EAST OF AN ORANGE COLORED WOODEN POST PROJECTING 4 FEET ABOVE THE
 QG0482'GROUND AND MARKED EASTERN CORP 1958, 8 FEET NORTH OF A 10-INCH
 QG0482'BLAZED PINE TREE, 2 FEET NORTH OF A METAL WITNESS POST, 2 FEET
 QG0482'ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 QG0482'POST PROJECTING 4 INCHES ABOVE THE GROUND.
 QG0482
 QG0482                          STATION RECOVERY (1978)
 QG0482
 QG0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0482'2.2 MILES WEST ALONG STATE HIGHWAY 116 FROM THE NORTH END OF THE STATE
 QG0482'HIGHWAY 116 BRIDGE ACROSS THE PISCATAQUIS RIVER AT HOWLAND TO A Y-
 QG0482'JUNCTION, THENCE 2.0 MILES NORTHEAST ALONG STATE HIGHWAY 116, 31.0 FT.
 QG0482'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 24.6 FT. EAST OF THE CENTER
 QG0482'LINE OF A DIRT ROAD LEADING SOUTH FROM THE HIGHWAY, 7.9 FT. NORTH
 QG0482'OF A TRIANGULAR BLAZED 10-INCH PINE TREE.
 QG0482
 QG0482                          STATION RECOVERY (1978)
 QG0482
 QG0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0482'2.2 MILES WEST ALONG STATE HIGHWAY 116 FROM THE NORTH END OF THE STATE
 QG0482'HIGHWAY 116 BRIDGE ACROSS THE PISCATAQUIS RIVER AT HOWLAND TO A Y-
 QG0482'JUNCTION, THENCE 2.0 MILES NORTHEAST ALONG STATE HIGHWAY 116, 31.0 FT.
 QG0482'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 24.6 FT. EAST OF THE CENTER
 QG0482'LINE OF A DIRT ROAD LEADING SOUTH FROM THE HIGHWAY, 7.9 FT. NORTH
 QG0482'OF A TRIANGULAR BLAZED 10-INCH PINE TREE.
 QG0482
 QG0482                          STATION RECOVERY (1978)
 QG0482
 QG0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0482'2.2 MILES WEST ALONG STATE HIGHWAY 116 FROM THE NORTH END OF THE STATE
 QG0482'HIGHWAY 116 BRIDGE ACROSS THE PISCATAQUIS RIVER AT HOWLAND TO A Y-
 QG0482'JUNCTION, THENCE 2.0 MILES NORTHEAST ALONG STATE HIGHWAY 116, 31.0 FT.
 QG0482'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 24.6 FT. EAST OF THE CENTER
 QG0482'LINE OF A DIRT ROAD LEADING SOUTH FROM THE HIGHWAY, 7.9 FT. NORTH
 QG0482'OF A TRIANGULAR BLAZED 10-INCH PINE TREE.
 QG0482
 QG0482                          STATION RECOVERY (1987)
 QG0482
 QG0482'RECOVERY NOTE BY US POWER SQUADRON 1987 (ELG)
 QG0482'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0618 ***********************************************************************
 QG0618  DESIGNATION -  E 137
 QG0618  PID         -  QG0618
 QG0618  STATE/COUNTY-  ME/PENOBSCOT
 QG0618  USGS QUAD   -  MEDUNKEUNK LAKE (1988)
 QG0618
 QG0618                         *CURRENT SURVEY CONTROL
 QG0618  ___________________________________________________________________
 QG0618* NAD 83(1986)-  45 35 34.     (N)    068 31 00.     (W)     SCALED    
 QG0618* NAVD 88     -       123.773  (meters)     406.08   (feet)  ADJUSTED  
 QG0618  ___________________________________________________________________
 QG0618  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 QG0618  DYNAMIC HT  -         123.775 (meters)     406.09  (feet)  COMP
 QG0618  MODELED GRAV-     980,628.3   (mgal)                       NAVD 88
 QG0618
 QG0618  VERT ORDER  -  SECOND    CLASS 0
 QG0618
 QG0618.The horizontal coordinates were scaled from a topographic map and have
 QG0618.an estimated accuracy of +/- 6 seconds.
 QG0618
 QG0618.The orthometric height was determined by differential leveling
 QG0618.and adjusted by the National Geodetic Survey in June 1991..
 QG0618
 QG0618.The geoid height was determined by GEOID03.
 QG0618
 QG0618.The dynamic height is computed by dividing the NAVD 88
 QG0618.geopotential number by the normal gravity value computed on the
 QG0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0618.degrees latitude (g = 980.6199 gals.).
 QG0618
 QG0618.The modeled gravity was interpolated from observed gravity values.
 QG0618
 QG0618;                    North         East    Units  Estimated Accuracy
 QG0618;SPC ME E     -   214,020.      298,700.      MT  (+/- 180 meters Scaled)
 QG0618
 QG0618                          SUPERSEDED SURVEY CONTROL
 QG0618
 QG0618  NGVD 29 (??/??/92)  123.971  (m)          406.73   (f) ADJ UNCH    2 0
 QG0618
 QG0618.Superseded values are not recommended for survey control.
 QG0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0618.See file dsdata.txt to determine how the superseded data were derived.
 QG0618
 QG0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL376489(NAD 83)
 QG0618_MARKER: DB = BENCH MARK DISK
 QG0618_SETTING: 80 = SET IN A BOULDER
 QG0618_SP_SET: BOULDER
 QG0618_STAMPING: E 137 1959
 QG0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0618+STABILITY: SURFACE MOTION
 QG0618
 QG0618  HISTORY     - Date     Condition        Report By
 QG0618  HISTORY     - 1959     MONUMENTED       CGS
 QG0618  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QG0618
 QG0618                          STATION DESCRIPTION
 QG0618
 QG0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QG0618'1.6 MI SE FROM MEDWAY.
 QG0618'1.6 MILES SOUTHEAST ALONG STATE HIGHWAY 116 FROM THE SOUTH
 QG0618'END OF THE LARGE STEEL BRIDGE OVER THE WEST BRANCH OF THE
 QG0618'PENOBSCOT RIVER AT MEDWAY, AT THE JUNCTION OF A TAR AND GRAVEL
 QG0618'ROAD LEADING SOUTH, ON THE TOP OF A 4-BY-3-FOOT BOULDER PROJECTING
 QG0618'2 FEET ABOVE THE GROUND, 120 FEET SOUTH OF THE CENTER LINE
 QG0618'OF THE HIGHWAY, 46 FEET WEST OF THE CENTER LINE OF THE TAR
 QG0618'AND GRAVEL ROAD, 93 FEET NORTH OF THE NORTHWEST CORNER OF A
 QG0618'SHINGLE SIDED HOUSE, 37 FEET NORTH OF THE CENTER LINE OF A
 QG0618'DRIVEWAY, 3 1/2 FEET SOUTHWEST OF A METAL WITNESS POST, 6 FEET
 QG0618'ABOVE THE LEVEL OF THE ROAD, AND ABOUT 15 FEET ABOVE THE LEVEL
 QG0618'OF THE HIGHWAY.
 QG0618
 QG0618                          STATION RECOVERY (1985)
 QG0618
 QG0618'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLM)
 QG0618'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0111 ***********************************************************************
 QG0111  DESIGNATION -  E 138
 QG0111  PID         -  QG0111
 QG0111  STATE/COUNTY-  ME/PENOBSCOT
 QG0111  USGS QUAD   -  SALMON STREAM LAKE (1988)
 QG0111
 QG0111                         *CURRENT SURVEY CONTROL
 QG0111  ___________________________________________________________________
 QG0111* NAD 83(1986)-  45 42 13.     (N)    068 29 04.     (W)     SCALED    
 QG0111* NAVD 88     -       132.650  (meters)     435.20   (feet)  ADJUSTED  
 QG0111  ___________________________________________________________________
 QG0111  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 QG0111  DYNAMIC HT  -         132.653 (meters)     435.21  (feet)  COMP
 QG0111  MODELED GRAV-     980,635.8   (mgal)                       NAVD 88
 QG0111
 QG0111  VERT ORDER  -  SECOND    CLASS 0
 QG0111
 QG0111.The horizontal coordinates were scaled from a topographic map and have
 QG0111.an estimated accuracy of +/- 6 seconds.
 QG0111
 QG0111.The orthometric height was determined by differential leveling
 QG0111.and adjusted by the National Geodetic Survey in June 1991..
 QG0111
 QG0111.The geoid height was determined by GEOID03.
 QG0111
 QG0111.The dynamic height is computed by dividing the NAVD 88
 QG0111.geopotential number by the normal gravity value computed on the
 QG0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0111.degrees latitude (g = 980.6199 gals.).
 QG0111
 QG0111.The modeled gravity was interpolated from observed gravity values.
 QG0111
 QG0111;                    North         East    Units  Estimated Accuracy
 QG0111;SPC ME E     -   226,330.      301,210.      MT  (+/- 180 meters Scaled)
 QG0111
 QG0111                          SUPERSEDED SURVEY CONTROL
 QG0111
 QG0111  NGVD 29 (??/??/92)  132.836  (m)          435.81   (f) ADJ UNCH    2 0
 QG0111
 QG0111.Superseded values are not recommended for survey control.
 QG0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0111.See file dsdata.txt to determine how the superseded data were derived.
 QG0111
 QG0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL401612(NAD 83)
 QG0111_MARKER: DB = BENCH MARK DISK
 QG0111_SETTING: 80 = SET IN A BOULDER
 QG0111_SP_SET: BOULDER
 QG0111_STAMPING: E 138 1959
 QG0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0111+STABILITY: SURFACE MOTION
 QG0111
 QG0111  HISTORY     - Date     Condition        Report By
 QG0111  HISTORY     - 1959     MONUMENTED       CGS
 QG0111  HISTORY     - 19851107 GOOD             USPSQD
 QG0111
 QG0111                          STATION DESCRIPTION
 QG0111
 QG0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QG0111'11.5 MI NE FROM MEDWAY.
 QG0111'5.3 MILES NORTH-NORTHWEST ALONG STATE HIGHWAY 11 FROM ITS JUNCTION
 QG0111'WITH STATE HIGHWAY 157 AT MEDWAY, THENCE 2.4 MILES EAST ALONG
 QG0111'THE MAIN TRAVELED GRAVEL ROAD, THENCE 2.6 MILES SOUTHEAST ALONG
 QG0111'A GRAVEL ROAD, THENCE 1.2 MILES EAST ALONG A WOODS ROAD, AT THE
 QG0111'JUNCTION OF A DIM WOODS ROAD LEADING NORTH, ON THE TOP OF A
 QG0111'2-BY-2-FOOT EMBEDDED BOULDER PROJECTING 1/2-FOOT ABOVE THE GROUND,
 QG0111'47 FEET EAST OF THE CENTER LINE OF THE DIM WOODS ROAD, 20 FEET
 QG0111'NORTH OF THE CENTER LINE OF THE MAIN WOODS ROAD, 24 FEET EAST OF AN
 QG0111'18-INCH CEDAR TREE WITH A BLAZE, 8 1/2 FEET SOUTH OF A 12-INCH
 QG0111'BIRCH TREE, ABOUT LEVEL WITH THE ROAD.
 QG0111
 QG0111                          STATION RECOVERY (1985)
 QG0111
 QG0111'RECOVERY NOTE BY US POWER SQUADRON 1985 (DVH)
 QG0111'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1299 ***********************************************************************
 QG1299  DESIGNATION -  E 139 RESET 1975
 QG1299  PID         -  QG1299
 QG1299  STATE/COUNTY-  ME/AROOSTOOK
 QG1299  USGS QUAD   -  CRYSTAL (1989)
 QG1299
 QG1299                         *CURRENT SURVEY CONTROL
 QG1299  ___________________________________________________________________
 QG1299* NAD 83(1986)-  45 57 44.     (N)    068 17 51.     (W)     SCALED    
 QG1299* NAVD 88     -       147.77   (meters)     484.8    (feet)  RESET     
 QG1299  ___________________________________________________________________
 QG1299  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 QG1299
 QG1299  VERT ORDER  -  THIRD
 QG1299
 QG1299.The horizontal coordinates were scaled from a topographic map and have
 QG1299.an estimated accuracy of +/- 6 seconds.
 QG1299
 QG1299.The orthometric height was computed from unverified reset data.
 QG1299.No vertical observational check was made to the station.
 QG1299
 QG1299.The geoid height was determined by GEOID03.
 QG1299
 QG1299;                    North         East    Units  Estimated Accuracy
 QG1299;SPC ME E     -   255,100.      315,700.      MT  (+/- 180 meters Scaled)
 QG1299
 QG1299                          SUPERSEDED SURVEY CONTROL
 QG1299
 QG1299  NGVD 29 (01/19/06)  147.94   (m)          485.4    (f) RESET       3  
 QG1299
 QG1299.Superseded values are not recommended for survey control.
 QG1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1299.See file dsdata.txt to determine how the superseded data were derived.
 QG1299
 QG1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL544900(NAD 83)
 QG1299_MARKER: DB = BENCH MARK DISK
 QG1299_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QG1299_SP_SET: ABUTMENT
 QG1299_STAMPING: E 139 RESET 1975
 QG1299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG1299+STABILITY: SURFACE MOTION
 QG1299
 QG1299  HISTORY     - Date     Condition        Report By
 QG1299  HISTORY     - 1975     MONUMENTED       MEDT
 QG1299
 QG1299                          STATION DESCRIPTION
 QG1299
 QG1299'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 QG1299'4.1 MI SW FROM ISLAND FALLS.
 QG1299'4.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF U.S.
 QG1299'HIGHWAY 2 AND STATE HIGHWAY 159 IN ISLAND FALLS, 0.1 MILE NORTHEAST
 QG1299'OF A T-JUNCTION, IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST
 QG1299'CONCRETE ABUTMENT OF THE BRIDGE OVER COLD BROOK, 13 FEET NORTHWEST
 QG1299'OF THE CENTERLINE OF THE HIGHWAY.
 QG1299'THE MARK IS 0.1 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0653 ***********************************************************************
 PE0653  DESIGNATION -  E 14
 PE0653  PID         -  PE0653
 PE0653  STATE/COUNTY-  ME/PENOBSCOT
 PE0653  USGS QUAD   -  CARMEL (1982)
 PE0653
 PE0653                         *CURRENT SURVEY CONTROL
 PE0653  ___________________________________________________________________
 PE0653* NAD 83(1986)-  44 48 35.     (N)    069 03 54.     (W)     SCALED    
 PE0653* NAVD 88     -        56.513  (meters)     185.41   (feet)  ADJUSTED  
 PE0653  ___________________________________________________________________
 PE0653  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 PE0653  DYNAMIC HT  -          56.510 (meters)     185.40  (feet)  COMP
 PE0653  MODELED GRAV-     980,573.3   (mgal)                       NAVD 88
 PE0653  OBS GRAVITY -     980,575.5   (mgal)                       GRAV_OBS
 PE0653
 PE0653  VERT ORDER  -  FIRST     CLASS I
 PE0653
 PE0653.The horizontal coordinates were scaled from a topographic map and have
 PE0653.an estimated accuracy of +/- 6 seconds.
 PE0653
 PE0653.The orthometric height was determined by differential leveling
 PE0653.and adjusted by the National Geodetic Survey in June 1991..
 PE0653.WARNING-Repeat measurements at this control monument indicate possible
 PE0653.vertical movement.
 PE0653
 PE0653.The geoid height was determined by GEOID03.
 PE0653
 PE0653.The dynamic height is computed by dividing the NAVD 88
 PE0653.geopotential number by the normal gravity value computed on the
 PE0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0653.degrees latitude (g = 980.6199 gals.).
 PE0653
 PE0653.The modeled gravity was interpolated from observed gravity values.
 PE0653.The observed gravity was obtained from relative gravimeter ties
 PE0653.to the IGSN71 gravity network.
 PE0653
 PE0653;                    North         East    Units  Estimated Accuracy
 PE0653;SPC ME E     -   127,160.      255,310.      MT  (+/- 180 meters Scaled)
 PE0653
 PE0653                          SUPERSEDED SURVEY CONTROL
 PE0653
 PE0653  NGVD 29 (??/??/92)   56.729  (m)          186.12   (f) ADJ UNCH    1 1
 PE0653
 PE0653.Superseded values are not recommended for survey control.
 PE0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0653.See file dsdata.txt to determine how the superseded data were derived.
 PE0653
 PE0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK948618(NAD 83)
 PE0653_MARKER: DB = BENCH MARK DISK
 PE0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0653_STAMPING: E 14 1927 185.994
 PE0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0653+STABILITY: SURFACE MOTION
 PE0653
 PE0653  HISTORY     - Date     Condition        Report By
 PE0653  HISTORY     - 1927     MONUMENTED       CGS
 PE0653  HISTORY     - 1966     GOOD             NGS
 PE0653  HISTORY     - 1980     GOOD             USGS
 PE0653  HISTORY     - 1984     GOOD             USPSQD
 PE0653  HISTORY     - 1988     GOOD             USPSQD
 PE0653
 PE0653                          STATION DESCRIPTION
 PE0653
 PE0653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0653'1.2 MI W FROM CARMEL.
 PE0653'1.15 MILES WEST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE0653'OVERPASS CROSSING OF U.S. HIGHWAY 2 AT CARMEL, ABOUT 0.45 MILE
 PE0653'WEST OF MILEPOST V130/P121, 5 1/2 RAILS WEST OF A GRAVELED
 PE0653'ROAD CROSSING, 43 1/2 FEET WEST OF THE SECOND TELEPHONE POLE WEST
 PE0653'OF THE CROSSING, 28.4 FEET SOUTH OF THE SOUTH RAIL, ABOUT 1 1/2
 PE0653'FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE
 PE0653'POST PROJECTING 0.2 FOOT.
 PE0653
 PE0653                          STATION RECOVERY (1980)
 PE0653
 PE0653'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 PE0653'RECOVERED IN GOOD CONDITION.
 PE0653
 PE0653                          STATION RECOVERY (1984)
 PE0653
 PE0653'RECOVERY NOTE BY US POWER SQUADRON 1984
 PE0653'RECOVERED IN GOOD CONDITION.
 PE0653
 PE0653                          STATION RECOVERY (1988)
 PE0653
 PE0653'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE0653'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0187 ***********************************************************************
 PE0187  DESIGNATION -  E 144
 PE0187  PID         -  PE0187
 PE0187  STATE/COUNTY-  ME/HANCOCK
 PE0187  USGS QUAD   -  ELLSWORTH (1981)
 PE0187
 PE0187                         *CURRENT SURVEY CONTROL
 PE0187  ___________________________________________________________________
 PE0187* NAD 83(1986)-  44 30 43.     (N)    068 23 36.     (W)     SCALED    
 PE0187* NAVD 88     -        74.575  (meters)     244.67   (feet)  ADJUSTED  
 PE0187  ___________________________________________________________________
 PE0187  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 PE0187  DYNAMIC HT  -          74.570 (meters)     244.65  (feet)  COMP
 PE0187  MODELED GRAV-     980,557.3   (mgal)                       NAVD 88
 PE0187
 PE0187  VERT ORDER  -  SECOND    CLASS 0
 PE0187
 PE0187.The horizontal coordinates were scaled from a topographic map and have
 PE0187.an estimated accuracy of +/- 6 seconds.
 PE0187
 PE0187.The orthometric height was determined by differential leveling
 PE0187.and adjusted by the National Geodetic Survey in June 1991..
 PE0187
 PE0187.The geoid height was determined by GEOID03.
 PE0187
 PE0187.The dynamic height is computed by dividing the NAVD 88
 PE0187.geopotential number by the normal gravity value computed on the
 PE0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0187.degrees latitude (g = 980.6199 gals.).
 PE0187
 PE0187.The modeled gravity was interpolated from observed gravity values.
 PE0187
 PE0187;                    North         East    Units  Estimated Accuracy
 PE0187;SPC ME E     -    93,920.      308,480.      MT  (+/- 180 meters Scaled)
 PE0187
 PE0187                          SUPERSEDED SURVEY CONTROL
 PE0187
 PE0187  NGVD 29 (??/??/92)   74.764  (m)          245.29   (f) ADJ UNCH    2 0
 PE0187
 PE0187.Superseded values are not recommended for survey control.
 PE0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0187.See file dsdata.txt to determine how the superseded data were derived.
 PE0187
 PE0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK482289(NAD 83)
 PE0187_MARKER: DB = BENCH MARK DISK
 PE0187_SETTING: 80 = SET IN A BOULDER
 PE0187_SP_SET: BOULDER
 PE0187_STAMPING: E 144 1962
 PE0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0187+STABILITY: SURFACE MOTION
 PE0187
 PE0187  HISTORY     - Date     Condition        Report By
 PE0187  HISTORY     - 1962     MONUMENTED       CGS
 PE0187  HISTORY     - 1965     GOOD             NGS
 PE0187  HISTORY     - 1976     GOOD             USGS
 PE0187
 PE0187                          STATION DESCRIPTION
 PE0187
 PE0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 PE0187'2.8 MI S FROM ELLSWORTH.
 PE0187'1.3 MILES SOUTH AND EAST OF THE ELLSWORTH POST OFFICE ON U.S.
 PE0187'HIGHWAY 1 AND STATE HIGHWAY 3 TO THE TRIANGLE, THENCE SOUTH ON
 PE0187'HIGHWAY 3 FOR 1.5 MILES TO THE MARK ON THE RIGHT.  IT IS 0.4 MILE
 PE0187'SOUTH OF THE INTERSECTION OF HIGHWAY 3 AND BUTTERMILK ROAD, 144
 PE0187'FEET WEST OF THE CENTER OF HIGHWAY 3 AND 36 FEET SOUTH OF THE
 PE0187'NORTHWEST EDGE OF WOODS IN A SMALL CLEARING.  (CLEARING IS
 PE0187'PRESENTLY FILLING WITH TREE SEEDLINGS, 2-4 FEET TALL).  SET IN
 PE0187'A DRILL HOLE IN THE CENTER OF THE TOP OF A LARGE 6 X 12 FOOT
 PE0187'BOULDER THAT PROJECTS 3 FEET.
 PE0187
 PE0187                          STATION RECOVERY (1976)
 PE0187
 PE0187'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 PE0187'144 FT WEST CENTERLINE OF ROAD. 110 FT WEST OF POLE NO. 47S. 71 FT
 PE0187'WNW OF NW MOST OF FOUR POLES WHICH SUPPORT AN OUTDOOR ADVERTISING
 PE0187'SIGN (WITH WITNESS SIGN ATTACHED). STANDARD TABLET SET IN TOP OF A
 PE0187'6X8 FT BOULDER WHICH PROJECTS TWO FEET. STAMPED E 144 1962.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0308 ***********************************************************************
 PE0308  DESIGNATION -  E 145
 PE0308  PID         -  PE0308
 PE0308  STATE/COUNTY-  ME/HANCOCK
 PE0308  USGS QUAD   -  BASS HARBOR (1983)
 PE0308
 PE0308                         *CURRENT SURVEY CONTROL
 PE0308  ___________________________________________________________________
 PE0308* NAD 83(1986)-  44 14 26.     (N)    068 21 09.     (W)     SCALED    
 PE0308* NAVD 88     -         2.144  (meters)       7.03   (feet)  ADJUSTED  
 PE0308  ___________________________________________________________________
 PE0308  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 PE0308  DYNAMIC HT  -           2.144 (meters)       7.03  (feet)  COMP
 PE0308  MODELED GRAV-     980,539.8   (mgal)                       NAVD 88
 PE0308
 PE0308  VERT ORDER  -  SECOND    CLASS 0
 PE0308
 PE0308.The horizontal coordinates were scaled from a topographic map and have
 PE0308.an estimated accuracy of +/- 6 seconds.
 PE0308
 PE0308.The orthometric height was determined by differential leveling
 PE0308.and adjusted by the National Geodetic Survey in June 1991..
 PE0308
 PE0308.The geoid height was determined by GEOID03.
 PE0308
 PE0308.The dynamic height is computed by dividing the NAVD 88
 PE0308.geopotential number by the normal gravity value computed on the
 PE0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0308.degrees latitude (g = 980.6199 gals.).
 PE0308
 PE0308.The modeled gravity was interpolated from observed gravity values.
 PE0308
 PE0308;                    North         East    Units  Estimated Accuracy
 PE0308;SPC ME E     -    63,770.      311,780.      MT  (+/- 180 meters Scaled)
 PE0308
 PE0308                          SUPERSEDED SURVEY CONTROL
 PE0308
 PE0308  NGVD 29 (??/??/92)    2.335  (m)            7.66   (f) ADJ UNCH    2 0
 PE0308
 PE0308.Superseded values are not recommended for survey control.
 PE0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0308.See file dsdata.txt to determine how the superseded data were derived.
 PE0308
 PE0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ517987(NAD 83)
 PE0308_MARKER: DB = BENCH MARK DISK
 PE0308_SETTING: 66 = SET IN ROCK OUTCROP
 PE0308_SP_SET: ROCK OUTCROP
 PE0308_STAMPING: E 145 1962
 PE0308_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0308+STABILITY: POSITION/ELEVATION WELL
 PE0308
 PE0308  HISTORY     - Date     Condition        Report By
 PE0308  HISTORY     - 1962     MONUMENTED       CGS
 PE0308  HISTORY     - 20050922 MARK NOT FOUND   USPSQD
 PE0308
 PE0308                          STATION DESCRIPTION
 PE0308
 PE0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PE0308'AT BERNARD.
 PE0308'0.1 MILE NORTHEAST ON ROAD LEADING TO HIGGINS FISH WHARF (FORMERLY
 PE0308'C.H. RICE COMPANY).  SET IN A DRILL HOLE IN THE TOP, AT THE
 PE0308'NORTH END OF A ROCK OUTCROP, AT THE HIGH WATER LINE, 30 FEET
 PE0308'SOUTHEAST OF THE CENTER OF THE ROAD LEADING TO THE WHARF, 12
 PE0308'FEET SOUTHWEST OF THE NORTHWEST CORNER OF A SMALL BUILDING,
 PE0308'10 FEET SOUTHEAST OF A 4 FOOT BANK AND 4 FEET BELOW THE LEVEL
 PE0308'OF THE ROAD.
 PE0308
 PE0308                          STATION RECOVERY (2005)
 PE0308
 PE0308'RECOVERY NOTE BY US POWER SQUADRON 2005 (AHE)
 PE0308'HIGGINS FISH WHARF IS NO LONGER IN EXISTENCE. TALKED WITH THE HARBOR
 PE0308'MASTER AND OTHER LOCALS INCLUDING AN 'OLD TIMER' WHOSE BEST GUESS IS
 PE0308'THAT THE ROCK OUTCROP HAS BEEN REMOVED AND THE LAND FILLED TO PROVIDE
 PE0308'A PARKING LOT FOR THE NEW WHARF. NONE OF THE TIE POINTS ARE  IN
 PE0308'EXISTENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0333 ***********************************************************************
 PE0333  DESIGNATION -  E 146
 PE0333  PID         -  PE0333
 PE0333  STATE/COUNTY-  ME/HANCOCK
 PE0333  USGS QUAD   -  BLUE HILL (1981)
 PE0333
 PE0333                         *CURRENT SURVEY CONTROL
 PE0333  ___________________________________________________________________
 PE0333* NAD 83(1986)-  44 27 01.     (N)    068 33 26.     (W)     SCALED    
 PE0333* NAVD 88     -        94.345  (meters)     309.53   (feet)  ADJUSTED  
 PE0333  ___________________________________________________________________
 PE0333  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 PE0333  DYNAMIC HT  -          94.336 (meters)     309.50  (feet)  COMP
 PE0333  MODELED GRAV-     980,527.1   (mgal)                       NAVD 88
 PE0333
 PE0333  VERT ORDER  -  SECOND    CLASS 0
 PE0333
 PE0333.The horizontal coordinates were scaled from a topographic map and have
 PE0333.an estimated accuracy of +/- 6 seconds.
 PE0333
 PE0333.The orthometric height was determined by differential leveling
 PE0333.and adjusted by the National Geodetic Survey in June 1991..
 PE0333
 PE0333.The geoid height was determined by GEOID03.
 PE0333
 PE0333.The dynamic height is computed by dividing the NAVD 88
 PE0333.geopotential number by the normal gravity value computed on the
 PE0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0333.degrees latitude (g = 980.6199 gals.).
 PE0333
 PE0333.The modeled gravity was interpolated from observed gravity values.
 PE0333
 PE0333;                    North         East    Units  Estimated Accuracy
 PE0333;SPC ME E     -    87,060.      295,450.      MT  (+/- 180 meters Scaled)
 PE0333
 PE0333                          SUPERSEDED SURVEY CONTROL
 PE0333
 PE0333  NGVD 29 (??/??/92)   94.534  (m)          310.15   (f) ADJ UNCH    2 0
 PE0333
 PE0333.Superseded values are not recommended for survey control.
 PE0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0333.See file dsdata.txt to determine how the superseded data were derived.
 PE0333
 PE0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK352219(NAD 83)
 PE0333_MARKER: DB = BENCH MARK DISK
 PE0333_SETTING: 80 = SET IN A BOULDER
 PE0333_SP_SET: BOULDER
 PE0333_STAMPING: E 146 1962
 PE0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0333+STABILITY: SURFACE MOTION
 PE0333
 PE0333  HISTORY     - Date     Condition        Report By
 PE0333  HISTORY     - 1962     MONUMENTED       CGS
 PE0333  HISTORY     - 1967     GOOD             NGS
 PE0333  HISTORY     - 1984     GOOD             USPSQD
 PE0333
 PE0333                          STATION DESCRIPTION
 PE0333
 PE0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PE0333'4.3 MI SW FROM SURRY.
 PE0333'ABOUT 4.3 MILES SOUTHWEST ALONG STATE HIGHWAY 172 FROM THE POST
 PE0333'OFFICE AT SURRY, 3.05 MILES NORTHEAST ALONG 172 FROM THE POST
 PE0333'OFFICE AT BLUE HILL, SET ON THE TOP AND NEAR THE NORTH END OF
 PE0333'A 9 X 4-FOOT BOULDER THAT PROJECTS 4 FEET, 120 FEET SOUTHEAST
 PE0333'OF THE CENTER OF THE HIGHWAY, 59 FEET NORTHEAST OF THE NORTH
 PE0333'CORNER OF A TWO-STORY FRAME HOUSE AND ABOUT 5 FEET ABOVE THE
 PE0333'LEVEL OF THE HIGHWAY.
 PE0333
 PE0333                          STATION RECOVERY (1984)
 PE0333
 PE0333'RECOVERY NOTE BY US POWER SQUADRON 1984
 PE0333'THE MARK IS ABOUT 10' NORTHWEST OF A NEW SWIMMING POOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0380 ***********************************************************************
 PE0380  DESIGNATION -  E 147
 PE0380  PID         -  PE0380
 PE0380  STATE/COUNTY-  ME/WALDO
 PE0380  USGS QUAD   -  CASTINE (1979)
 PE0380
 PE0380                         *CURRENT SURVEY CONTROL
 PE0380  ___________________________________________________________________
 PE0380* NAD 83(1986)-  44 28 00.     (N)    068 48 43.     (W)     SCALED    
 PE0380* NAVD 88     -         1.661  (meters)       5.45   (feet)  ADJUSTED  
 PE0380  ___________________________________________________________________
 PE0380  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 PE0380  DYNAMIC HT  -           1.661 (meters)       5.45  (feet)  COMP
 PE0380  MODELED GRAV-     980,555.9   (mgal)                       NAVD 88
 PE0380
 PE0380  VERT ORDER  -  SECOND    CLASS 0
 PE0380
 PE0380.The horizontal coordinates were scaled from a topographic map and have
 PE0380.an estimated accuracy of +/- 6 seconds.
 PE0380
 PE0380.The orthometric height was determined by differential leveling
 PE0380.and adjusted by the National Geodetic Survey in June 1991..
 PE0380
 PE0380.The geoid height was determined by GEOID03.
 PE0380
 PE0380.The dynamic height is computed by dividing the NAVD 88
 PE0380.geopotential number by the normal gravity value computed on the
 PE0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0380.degrees latitude (g = 980.6199 gals.).
 PE0380
 PE0380.The modeled gravity was interpolated from observed gravity values.
 PE0380
 PE0380;                    North         East    Units  Estimated Accuracy
 PE0380;SPC ME E     -    88,930.      275,180.      MT  (+/- 180 meters Scaled)
 PE0380
 PE0380                          SUPERSEDED SURVEY CONTROL
 PE0380
 PE0380  NGVD 29 (??/??/92)    1.891  (m)            6.20   (f) ADJ UNCH    2 0
 PE0380
 PE0380.Superseded values are not recommended for survey control.
 PE0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0380.See file dsdata.txt to determine how the superseded data were derived.
 PE0380
 PE0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK149237(NAD 83)
 PE0380_MARKER: DB = BENCH MARK DISK
 PE0380_SETTING: 66 = SET IN ROCK OUTCROP
 PE0380_SP_SET: ROCK CLIFF
 PE0380_STAMPING: E 147 1962
 PE0380_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0380+STABILITY: POSITION/ELEVATION WELL
 PE0380
 PE0380  HISTORY     - Date     Condition        Report By
 PE0380  HISTORY     - 1962     MONUMENTED       CGS
 PE0380  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 PE0380
 PE0380                          STATION DESCRIPTION
 PE0380
 PE0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PE0380'0.2 MI N FROM FORT POINT.
 PE0380'ABOUT 0.2 MILE NORTH ALONG A TRAIL FROM THE COAST GUARD STATION
 PE0380'AND FORT POINT AT CAPE JELLISON, SET ON THE TOP AND AT THE
 PE0380'NORTHEAST CORNER OF A ROCK CLIFF THAT IS ABOUT 2 FEET ABOVE THE
 PE0380'LEVEL OF THE GROUND, 66 FEET SOUTHEAST OF THE CENTER LINE OF THE
 PE0380'TRAIL LEADING FROM THE LIGHTHOUSE TO THE BEACH, 4 FEET SOUTHEAST
 PE0380'OF THE NORTHEAST CORNER OF THE CLIFF, 162 YARDS SOUTHEAST ALONG
 PE0380'THE WATER LINE FROM TIDAL BENCH MARK NO. 30 AND 2 FEET ABOVE THE
 PE0380'LEVEL OF THE GROUND.
 PE0380
 PE0380                          STATION RECOVERY (1983)
 PE0380
 PE0380'RECOVERY NOTE BY US POWER SQUADRON 1983
 PE0380'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0421 ***********************************************************************
 PD0421  DESIGNATION -  E 148
 PD0421  PID         -  PD0421
 PD0421  STATE/COUNTY-  ME/WASHINGTON
 PD0421  USGS QUAD   -  COLUMBIA FALLS (1977)
 PD0421
 PD0421                         *CURRENT SURVEY CONTROL
 PD0421  ___________________________________________________________________
 PD0421* NAD 83(1986)-  44 38 55.     (N)    067 42 29.     (W)     SCALED    
 PD0421* NAVD 88     -        21.661  (meters)      71.07   (feet)  ADJUSTED  
 PD0421  ___________________________________________________________________
 PD0421  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 PD0421  DYNAMIC HT  -          21.661 (meters)      71.07  (feet)  COMP
 PD0421  MODELED GRAV-     980,582.3   (mgal)                       NAVD 88
 PD0421
 PD0421  VERT ORDER  -  SECOND    CLASS 0
 PD0421
 PD0421.The horizontal coordinates were scaled from a topographic map and have
 PD0421.an estimated accuracy of +/- 6 seconds.
 PD0421
 PD0421.The orthometric height was determined by differential leveling
 PD0421.and adjusted by the National Geodetic Survey in June 1991..
 PD0421
 PD0421.The geoid height was determined by GEOID03.
 PD0421
 PD0421.The dynamic height is computed by dividing the NAVD 88
 PD0421.geopotential number by the normal gravity value computed on the
 PD0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0421.degrees latitude (g = 980.6199 gals.).
 PD0421
 PD0421.The modeled gravity was interpolated from observed gravity values.
 PD0421
 PD0421;                    North         East    Units  Estimated Accuracy
 PD0421;SPC ME E     -   109,400.      362,820.      MT  (+/- 180 meters Scaled)
 PD0421
 PD0421                          SUPERSEDED SURVEY CONTROL
 PD0421
 PD0421  NGVD 29 (??/??/92)   21.876  (m)           71.77   (f) ADJ UNCH    2 0
 PD0421
 PD0421.Superseded values are not recommended for survey control.
 PD0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0421.See file dsdata.txt to determine how the superseded data were derived.
 PD0421
 PD0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK024447(NAD 83)
 PD0421_MARKER: DB = BENCH MARK DISK
 PD0421_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PD0421_SP_SET: FOUNDATION
 PD0421_STAMPING: E 148 1962
 PD0421_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PD0421
 PD0421  HISTORY     - Date     Condition        Report By
 PD0421  HISTORY     - 1962     MONUMENTED       CGS
 PD0421
 PD0421                          STATION DESCRIPTION
 PD0421
 PD0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PD0421'AT COLUMBIA FALLS.
 PD0421'AT COLUMBIA FALLS, NEAR THE JUNCTION OF U.S. HIGHWAY 1 AND STATE
 PD0421'HIGHWAY 187 LEADING SOUTH, SET VERTICALLY IN THE NORTHEAST
 PD0421'CONCRETE FACE AND NEAR THE EAST CORNER OF THE FOUNDATION OF THE
 PD0421'MIDWAY HOTEL AND COCKTAIL LOUNGE, 174 FEET SOUTHEAST OF THE
 PD0421'CENTER OF THE JUNCTION OF THE HIGHWAYS, 69 FEET SOUTHWEST OF THE
 PD0421'CENTER LINE OF U.S. HIGHWAY 1, 3 FEET NORTHWEST OF THE EAST
 PD0421'CORNER OF THE BUILDING AND 2 FEET ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0440 ***********************************************************************
 PD0440  DESIGNATION -  E 149
 PD0440  PID         -  PD0440
 PD0440  STATE/COUNTY-  ME/WASHINGTON
 PD0440  USGS QUAD   -  JONESPORT (1977)
 PD0440
 PD0440                         *CURRENT SURVEY CONTROL
 PD0440  ___________________________________________________________________
 PD0440* NAD 83(1986)-  44 31 45.     (N)    067 36 53.     (W)     SCALED    
 PD0440* NAVD 88     -        11.032  (meters)      36.19   (feet)  ADJUSTED  
 PD0440  ___________________________________________________________________
 PD0440  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 PD0440  DYNAMIC HT  -          11.031 (meters)      36.19  (feet)  COMP
 PD0440  MODELED GRAV-     980,591.4   (mgal)                       NAVD 88
 PD0440
 PD0440  VERT ORDER  -  SECOND    CLASS 0
 PD0440
 PD0440.The horizontal coordinates were scaled from a topographic map and have
 PD0440.an estimated accuracy of +/- 6 seconds.
 PD0440
 PD0440.The orthometric height was determined by differential leveling
 PD0440.and adjusted by the National Geodetic Survey in June 1991..
 PD0440
 PD0440.The geoid height was determined by GEOID03.
 PD0440
 PD0440.The dynamic height is computed by dividing the NAVD 88
 PD0440.geopotential number by the normal gravity value computed on the
 PD0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0440.degrees latitude (g = 980.6199 gals.).
 PD0440
 PD0440.The modeled gravity was interpolated from observed gravity values.
 PD0440
 PD0440;                    North         East    Units  Estimated Accuracy
 PD0440;SPC ME E     -    96,210.      370,360.      MT  (+/- 180 meters Scaled)
 PD0440
 PD0440                          SUPERSEDED SURVEY CONTROL
 PD0440
 PD0440  NGVD 29 (??/??/92)   11.244  (m)           36.89   (f) ADJ UNCH    2 0
 PD0440
 PD0440.Superseded values are not recommended for survey control.
 PD0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0440.See file dsdata.txt to determine how the superseded data were derived.
 PD0440
 PD0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK100315(NAD 83)
 PD0440_MARKER: DB = BENCH MARK DISK
 PD0440_SETTING: 66 = SET IN ROCK OUTCROP
 PD0440_SP_SET: BEDROCK
 PD0440_STAMPING: E 149 1962
 PD0440_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0440+STABILITY: POSITION/ELEVATION WELL
 PD0440
 PD0440  HISTORY     - Date     Condition        Report By
 PD0440  HISTORY     - 1962     MONUMENTED       CGS
 PD0440
 PD0440                          STATION DESCRIPTION
 PD0440
 PD0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PD0440'0.7 MI W FROM JONESPORT.
 PD0440'0.7 MILE WEST ALONG STATE HIGHWAY 187 FROM THE POST OFFICE AT
 PD0440'JONESPORT, ABOUT 0.45 MILE WEST OF THE JONESPORT HIGH SCHOOL,
 PD0440'SET ON THE TOP AND ABOUT IN THE CENTER OF A 6-BY-6-FOOT EXPOSED
 PD0440'BEDROCK PROEJECTING 6 INCHES ABOVE THE LEVEL OF THE GROUND, 230
 PD0440'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY (MEASURED ALONG
 PD0440'DRIVEWAY BETWEEN TWO HOUSES), 85.3 FEET NORTH OF THE NORTHWEST
 PD0440'CORNER OF A TWO-STORY YELLOW FRAME HOUSE, 56 FEET EAST OF THE
 PD0440'NORTHEAST CORNER OF A ONE STORY FRAME HOUSE, AND ABOUT 10 FEET
 PD0440'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0213 ***********************************************************************
 PD0213  DESIGNATION -  E 150
 PD0213  PID         -  PD0213
 PD0213  STATE/COUNTY-  ME/WASHINGTON
 PD0213  USGS QUAD   -  MACHIAS (1977)
 PD0213
 PD0213                         *CURRENT SURVEY CONTROL
 PD0213  ___________________________________________________________________
 PD0213* NAD 83(1986)-  44 38 27.     (N)    067 23 16.     (W)     SCALED    
 PD0213* NAVD 88     -        24.153  (meters)      79.24   (feet)  ADJUSTED  
 PD0213  ___________________________________________________________________
 PD0213  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 PD0213  DYNAMIC HT  -          24.152 (meters)      79.24  (feet)  COMP
 PD0213  MODELED GRAV-     980,595.1   (mgal)                       NAVD 88
 PD0213
 PD0213  VERT ORDER  -  SECOND    CLASS 0
 PD0213
 PD0213.The horizontal coordinates were scaled from a topographic map and have
 PD0213.an estimated accuracy of +/- 6 seconds.
 PD0213
 PD0213.The orthometric height was determined by differential leveling
 PD0213.and adjusted by the National Geodetic Survey in June 1991..
 PD0213
 PD0213.The geoid height was determined by GEOID03.
 PD0213
 PD0213.The dynamic height is computed by dividing the NAVD 88
 PD0213.geopotential number by the normal gravity value computed on the
 PD0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0213.degrees latitude (g = 980.6199 gals.).
 PD0213
 PD0213.The modeled gravity was interpolated from observed gravity values.
 PD0213
 PD0213;                    North         East    Units  Estimated Accuracy
 PD0213;SPC ME E     -   108,840.      388,230.      MT  (+/- 180 meters Scaled)
 PD0213
 PD0213                          SUPERSEDED SURVEY CONTROL
 PD0213
 PD0213  NGVD 29 (??/??/92)   24.360  (m)           79.92   (f) ADJ UNCH    2 0
 PD0213
 PD0213.Superseded values are not recommended for survey control.
 PD0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0213.See file dsdata.txt to determine how the superseded data were derived.
 PD0213
 PD0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK278443(NAD 83)
 PD0213_MARKER: DB = BENCH MARK DISK
 PD0213_SETTING: 66 = SET IN ROCK OUTCROP
 PD0213_SP_SET: BEDROCK
 PD0213_STAMPING: E 150 1962
 PD0213_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0213+STABILITY: POSITION/ELEVATION WELL
 PD0213
 PD0213  HISTORY     - Date     Condition        Report By
 PD0213  HISTORY     - 1962     MONUMENTED       CGS
 PD0213
 PD0213                          STATION DESCRIPTION
 PD0213
 PD0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PD0213'AT BUCKS HARBOR.
 PD0213'AT BUCKS HARBOR, ALONG STATE HIGHWAY 92, SET ON THE TOP AND ABOUT
 PD0213'IN THE CENTER OF A LARGE MASS OF EXPOSED BEDROCK, 19.6 FEET NORTH
 PD0213'OF THE NORTHWEST CORNER OF THE BUCKS HARBOR SCHOOL, 201 FEET
 PD0213'NORTHEAST AND ACROSS THE HIGHWAY FROM THE NORTHEAST CORNER OF
 PD0213'THE BUCKS HARBOR BAPTIST CHURCH, 45 FEET EAST OF THE CENTER LINE
 PD0213'OF THE HIGHWAY AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0046 ***********************************************************************
 OB0046  DESIGNATION -  E 151
 OB0046  PID         -  OB0046
 OB0046  STATE/COUNTY-  ME/KNOX
 OB0046  USGS QUAD   -  TENANTS HARBOR (1973)
 OB0046
 OB0046                         *CURRENT SURVEY CONTROL
 OB0046  ___________________________________________________________________
 OB0046* NAD 83(1986)-  43 58 24.     (N)    069 13 43.     (W)     SCALED    
 OB0046* NAVD 88     -        23.069  (meters)      75.69   (feet)  ADJUSTED  
 OB0046  ___________________________________________________________________
 OB0046  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 OB0046  DYNAMIC HT  -          23.067 (meters)      75.68  (feet)  COMP
 OB0046  MODELED GRAV-     980,523.7   (mgal)                       NAVD 88
 OB0046
 OB0046  VERT ORDER  -  SECOND    CLASS 0
 OB0046
 OB0046.The horizontal coordinates were scaled from a topographic map and have
 OB0046.an estimated accuracy of +/- 6 seconds.
 OB0046
 OB0046.The orthometric height was determined by differential leveling
 OB0046.and adjusted by the National Geodetic Survey in June 1991..
 OB0046
 OB0046.The geoid height was determined by GEOID03.
 OB0046
 OB0046.The dynamic height is computed by dividing the NAVD 88
 OB0046.geopotential number by the normal gravity value computed on the
 OB0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0046.degrees latitude (g = 980.6199 gals.).
 OB0046
 OB0046.The modeled gravity was interpolated from observed gravity values.
 OB0046
 OB0046;                    North         East    Units  Estimated Accuracy
 OB0046;SPC ME E     -    34,330.      241,540.      MT  (+/- 180 meters Scaled)
 OB0046
 OB0046                          SUPERSEDED SURVEY CONTROL
 OB0046
 OB0046  NGVD 29 (??/??/92)   23.280  (m)           76.38   (f) ADJ UNCH    2 0
 OB0046
 OB0046.Superseded values are not recommended for survey control.
 OB0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0046.See file dsdata.txt to determine how the superseded data were derived.
 OB0046
 OB0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ816689(NAD 83)
 OB0046_MARKER: DB = BENCH MARK DISK
 OB0046_SETTING: 80 = SET IN A BOULDER
 OB0046_SP_SET: BOULDER
 OB0046_STAMPING: E 151 1962
 OB0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OB0046+STABILITY: SURFACE MOTION
 OB0046
 OB0046  HISTORY     - Date     Condition        Report By
 OB0046  HISTORY     - 1962     MONUMENTED       CGS
 OB0046  HISTORY     - 19950822 GOOD             USPSQD
 OB0046
 OB0046                          STATION DESCRIPTION
 OB0046
 OB0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OB0046'0.85 MI NW FROM TENANTS HARBOR.
 OB0046'ABOUT 0.85 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM THE TENANTS
 OB0046'HARBOR BAPTIST CHURCH AND THE JUNCTION OF STATE HIGHWAY 131 AT TENANTS
 OB0046'HARBOR, SET ON THE TOP AND ABOUT IN THE CENTER OF A 3-BY-2-FOOT
 OB0046'BOULDER PROJECTING 2 FEET ABOVE THE LEVEL OF THE GROUND, ABOUT IN LINE
 OB0046'WITH A ROW OF POWER POLES, 129 FEET NORTH OF THE SUMMIT OF A HILL, 37
 OB0046'FEET NORTH OF POWER LINE POLE NO. 7-60, 18 FEET EAST OF THE CENTER
 OB0046'LINE OF THE ROAD, 54 FEET NORTH OF THE CENTER LINE OF A TRAIL LEADING
 OB0046'EAST INTO WOODS, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
 OB0046
 OB0046                          STATION RECOVERY (1995)
 OB0046
 OB0046'RECOVERY NOTE BY US POWER SQUADRON 1995
 OB0046'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1047 ***********************************************************************
 PE1047  DESIGNATION -  E 152
 PE1047  PID         -  PE1047
 PE1047  STATE/COUNTY-  ME/KNOX
 PE1047  USGS QUAD   -  THOMASTON (1973)
 PE1047
 PE1047                         *CURRENT SURVEY CONTROL
 PE1047  ___________________________________________________________________
 PE1047* NAD 83(1986)-  44 05 39.     (N)    069 08 38.     (W)     SCALED    
 PE1047* NAVD 88     -        29.174  (meters)      95.72   (feet)  ADJUSTED  
 PE1047  ___________________________________________________________________
 PE1047  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 PE1047  DYNAMIC HT  -          29.171 (meters)      95.71  (feet)  COMP
 PE1047  MODELED GRAV-     980,524.2   (mgal)                       NAVD 88
 PE1047
 PE1047  VERT ORDER  -  SECOND    CLASS 0
 PE1047
 PE1047.The horizontal coordinates were scaled from a topographic map and have
 PE1047.an estimated accuracy of +/- 6 seconds.
 PE1047
 PE1047.The orthometric height was determined by differential leveling
 PE1047.and adjusted by the National Geodetic Survey in June 1991..
 PE1047
 PE1047.The geoid height was determined by GEOID03.
 PE1047
 PE1047.The dynamic height is computed by dividing the NAVD 88
 PE1047.geopotential number by the normal gravity value computed on the
 PE1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1047.degrees latitude (g = 980.6199 gals.).
 PE1047
 PE1047.The modeled gravity was interpolated from observed gravity values.
 PE1047
 PE1047;                    North         East    Units  Estimated Accuracy
 PE1047;SPC ME E     -    47,700.      248,440.      MT  (+/- 180 meters Scaled)
 PE1047
 PE1047                          SUPERSEDED SURVEY CONTROL
 PE1047
 PE1047  NGVD 29 (??/??/92)   29.386  (m)           96.41   (f) ADJ UNCH    2 0
 PE1047
 PE1047.Superseded values are not recommended for survey control.
 PE1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1047.See file dsdata.txt to determine how the superseded data were derived.
 PE1047
 PE1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ884823(NAD 83)
 PE1047_MARKER: DB = BENCH MARK DISK
 PE1047_SETTING: 66 = SET IN ROCK OUTCROP
 PE1047_SP_SET: BEDROCK
 PE1047_STAMPING: E 152 1962
 PE1047_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1047+STABILITY: POSITION/ELEVATION WELL
 PE1047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE1047+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2005
 PE1047
 PE1047  HISTORY     - Date     Condition        Report By
 PE1047  HISTORY     - 1962     MONUMENTED       CGS
 PE1047  HISTORY     - 19910312 GOOD             USPSQD
 PE1047  HISTORY     - 20050714 GOOD             INDIV
 PE1047
 PE1047                          STATION DESCRIPTION
 PE1047
 PE1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PE1047'2.1 MI SW FROM ROCKLAND.
 PE1047'ABOUT 1/2-BLOCK WEST ALONG SCHOOL STREET FROM THE POST OFFICE
 PE1047'BUILDING AT ROCKLAND, THENCE 2.0 MILES SOUTHWEST ALONG U.S.
 PE1047'HIGHWAY 1, THENCE 0.1 MILE NORTH ALONG DEXTER STREET, NEAR THE
 PE1047'WEST END OF THE EAST-WEST RUNWAY OF THE THOMASTON AIRPORT, SET
 PE1047'ON THE TOP OF A 6-BY 4-FOOT EXPOSED LIMESTONE BEDROCK, 105 FEET
 PE1047'SOUTH OF THE TOP OF A SMALL HILL, 264 FEET NORTH OF THE
 PE1047'PROLONGATION OF THE EXTENDED CENTER LINE OF THE RUNWAY, 36 FEET
 PE1047'WEST OF THE CENTER LINE OF DEXTER STREET, 120 FEET SOUTH OF
 PE1047'POWER LINE POLE NO. 13 AND ABOUT LEVEL WITH THE STREET.
 PE1047
 PE1047                          STATION RECOVERY (1991)
 PE1047
 PE1047'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 PE1047'RECOVERED IN GOOD CONDITION.
 PE1047
 PE1047                          STATION RECOVERY (2005)
 PE1047
 PE1047'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (FHH)
 PE1047'THE RUNWAY NO LONGER EXISTS.  THE MARKER IS 50' NWRLY OF THE
 PE1047'CENTERLINE OF THE GRAVEL DRIVE FOR DRAGON CEMENT AND 11' SRLY OF A
 PE1047'CORNER OF A CHAINLINK FENCE.  WE WERE ABLE TO GET A RTK FIXED GPS
 PE1047'OBSERVATION ON THE MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1196 ***********************************************************************
 PE1196  DESIGNATION -  E 153
 PE1196  PID         -  PE1196
 PE1196  STATE/COUNTY-  ME/KENNEBEC
 PE1196  USGS QUAD   -  AUGUSTA (1991)
 PE1196
 PE1196                         *CURRENT SURVEY CONTROL
 PE1196  ___________________________________________________________________
 PE1196* NAD 83(1986)-  44 17 04.     (N)    069 47 29.     (W)     SCALED    
 PE1196* NAVD 88     -        13.399  (meters)      43.96   (feet)  ADJUSTED  
 PE1196  ___________________________________________________________________
 PE1196  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 PE1196  DYNAMIC HT  -          13.398 (meters)      43.96  (feet)  COMP
 PE1196  MODELED GRAV-     980,522.3   (mgal)                       NAVD 88
 PE1196
 PE1196  VERT ORDER  -  SECOND    CLASS 0
 PE1196
 PE1196.The horizontal coordinates were scaled from a topographic map and have
 PE1196.an estimated accuracy of +/- 6 seconds.
 PE1196
 PE1196.The orthometric height was determined by differential leveling
 PE1196.and adjusted by the National Geodetic Survey in June 1991..
 PE1196.WARNING-Repeat measurements at this control monument indicate possible
 PE1196.vertical movement.
 PE1196
 PE1196.The geoid height was determined by GEOID03.
 PE1196
 PE1196.The dynamic height is computed by dividing the NAVD 88
 PE1196.geopotential number by the normal gravity value computed on the
 PE1196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1196.degrees latitude (g = 980.6199 gals.).
 PE1196
 PE1196.The modeled gravity was interpolated from observed gravity values.
 PE1196
 PE1196;                    North         East    Units  Estimated Accuracy
 PE1196;SPC ME W     -   161,290.      929,950.      MT  (+/- 180 meters Scaled)
 PE1196
 PE1196                          SUPERSEDED SURVEY CONTROL
 PE1196
 PE1196  NGVD 29 (??/??/92)   13.606  (m)           44.64   (f) ADJ UNCH    2 0
 PE1196
 PE1196.Superseded values are not recommended for survey control.
 PE1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1196.See file dsdata.txt to determine how the superseded data were derived.
 PE1196
 PE1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK368037(NAD 83)
 PE1196_MARKER: DB = BENCH MARK DISK
 PE1196_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE1196_SP_SET: BUILDING
 PE1196_STAMPING: E 153 1962
 PE1196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE1196
 PE1196  HISTORY     - Date     Condition        Report By
 PE1196  HISTORY     - 1962     MONUMENTED       CGS
 PE1196  HISTORY     - 1975     GOOD             NGS
 PE1196  HISTORY     - 1989     GOOD             USPSQD
 PE1196  HISTORY     - 19910409 GOOD             USPSQD
 PE1196  HISTORY     - 20021015 GOOD             USPSQD
 PE1196  HISTORY     - 20060210 GOOD             USPSQD
 PE1196
 PE1196                          STATION DESCRIPTION
 PE1196
 PE1196'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PE1196'AT HALLOWELL.
 PE1196'AT HALLOWELL, NEAR THE INTERSECTION OF WINTHROP AND SECOND
 PE1196'STREET, SET VERTICALLY IN THE SOUTHWEST GRANITE FOUNDATION OF
 PE1196'THE CITY HALL BUILDING, 2 FEET SOUTHEAST OF THE WEST CORNER OF
 PE1196'THE BUILDING AND 3 FEET ABOVE THE LEVEL OF THE GROUND.
 PE1196
 PE1196                          STATION RECOVERY (1975)
 PE1196
 PE1196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 PE1196'RECOVERED IN GOOD CONDITION.
 PE1196
 PE1196                          STATION RECOVERY (1989)
 PE1196
 PE1196'RECOVERY NOTE BY US POWER SQUADRON 1989 (RS)
 PE1196'RECOVERED IN GOOD CONDITION.
 PE1196
 PE1196                          STATION RECOVERY (1991)
 PE1196
 PE1196'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 PE1196'RECOVERED IN GOOD CONDITION.
 PE1196
 PE1196                          STATION RECOVERY (2002)
 PE1196
 PE1196'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMW)
 PE1196'RECOVERED IN GOOD CONDITION.
 PE1196
 PE1196                          STATION RECOVERY (2006)
 PE1196
 PE1196'RECOVERY NOTE BY US POWER SQUADRON 2006 (AHE)
 PE1196'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0107 ***********************************************************************
 OB0107  DESIGNATION -  E 154
 OB0107  PID         -  OB0107
 OB0107  STATE/COUNTY-  ME/LINCOLN
 OB0107  USGS QUAD   -  WESTPORT (1970)
 OB0107
 OB0107                         *CURRENT SURVEY CONTROL
 OB0107  ___________________________________________________________________
 OB0107* NAD 83(1986)-  43 53 09.     (N)    069 40 28.     (W)     SCALED    
 OB0107* NAVD 88     -        25.539  (meters)      83.79   (feet)  ADJUSTED  
 OB0107  ___________________________________________________________________
 OB0107  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 OB0107  DYNAMIC HT  -          25.537 (meters)      83.78  (feet)  COMP
 OB0107  MODELED GRAV-     980,525.3   (mgal)                       NAVD 88
 OB0107
 OB0107  VERT ORDER  -  SECOND    CLASS 0
 OB0107
 OB0107.The horizontal coordinates were scaled from a topographic map and have
 OB0107.an estimated accuracy of +/- 6 seconds.
 OB0107
 OB0107.The orthometric height was determined by differential leveling
 OB0107.and adjusted by the National Geodetic Survey in June 1991..
 OB0107
 OB0107.The geoid height was determined by GEOID03.
 OB0107
 OB0107.The dynamic height is computed by dividing the NAVD 88
 OB0107.geopotential number by the normal gravity value computed on the
 OB0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0107.degrees latitude (g = 980.6199 gals.).
 OB0107
 OB0107.The modeled gravity was interpolated from observed gravity values.
 OB0107
 OB0107;                    North         East    Units  Estimated Accuracy
 OB0107;SPC ME W     -   117,050.      939,550.      MT  (+/- 180 meters Scaled)
 OB0107
 OB0107                          SUPERSEDED SURVEY CONTROL
 OB0107
 OB0107  NGVD 29 (??/??/92)   25.753  (m)           84.49   (f) ADJ UNCH    2 0
 OB0107
 OB0107.Superseded values are not recommended for survey control.
 OB0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0107.See file dsdata.txt to determine how the superseded data were derived.
 OB0107
 OB0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ458594(NAD 83)
 OB0107_MARKER: DB = BENCH MARK DISK
 OB0107_SETTING: 66 = SET IN ROCK OUTCROP
 OB0107_SP_SET: GREY BEDROCK
 OB0107_STAMPING: E 154 1963
 OB0107_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0107+STABILITY: POSITION/ELEVATION WELL
 OB0107
 OB0107  HISTORY     - Date     Condition        Report By
 OB0107  HISTORY     - 1963     MONUMENTED       CGS
 OB0107  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 OB0107  HISTORY     - 19910402 MARK NOT FOUND   USPSQD
 OB0107
 OB0107                          STATION DESCRIPTION
 OB0107
 OB0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OB0107'2.7 MI NW FROM BOOTHBAY.
 OB0107'ABOUT 2.7 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM THE BOOTHBAY
 OB0107'GRAMMAR SCHOOL AT BOOTHBAY, ON BARTER ISLAND, NEAR THE JUNCTION OF
 OB0107'KIMBALTOWN ROAD, SET ON THE TOP OF A LARGE MASS OF EXPOSED GREY
 OB0107'BEDROCK, 42 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 48 YARDS
 OB0107'EAST OF THE CENTER OF THE JUNCTION OF ROADS, 137.0 FEET SOUTHEAST OF
 OB0107'THE SOUTHEAST CORNER OF THE BARKER ISLAND BAPTIST CHURCH, 77.0 FEET
 OB0107'EAST OF AND ACROSS BLACK TOP ROAD FROM THE EAST CORNER OF A STEEL
 OB0107'FENCE AROUND A LARGE CEMETARY, 60 1/2 FEET SOUTHEAST OF POWER LINE
 OB0107'POLE NO. 103 AND ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
 OB0107
 OB0107                          STATION RECOVERY (1990)
 OB0107
 OB0107'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMW)
 OB0107'MARK NOT FOUND.
 OB0107
 OB0107                          STATION RECOVERY (1991)
 OB0107
 OB0107'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OB0107'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0010 ***********************************************************************
 OB0010  DESIGNATION -  E 155
 OB0010  PID         -  OB0010
 OB0010  STATE/COUNTY-  ME/LINCOLN
 OB0010  USGS QUAD   -  LOUDS ISLAND (1979)
 OB0010
 OB0010                         *CURRENT SURVEY CONTROL
 OB0010  ___________________________________________________________________
 OB0010* NAD 83(1986)-  43 55 03.     (N)    069 28 30.     (W)     SCALED    
 OB0010* NAVD 88     -        24.866  (meters)      81.58   (feet)  ADJUSTED  
 OB0010  ___________________________________________________________________
 OB0010  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 OB0010  DYNAMIC HT  -          24.864 (meters)      81.57  (feet)  COMP
 OB0010  MODELED GRAV-     980,525.0   (mgal)                       NAVD 88
 OB0010
 OB0010  VERT ORDER  -  SECOND    CLASS 0
 OB0010
 OB0010.The horizontal coordinates were scaled from a topographic map and have
 OB0010.an estimated accuracy of +/- 6 seconds.
 OB0010
 OB0010.The orthometric height was determined by differential leveling
 OB0010.and adjusted by the National Geodetic Survey in June 1991..
 OB0010
 OB0010.The geoid height was determined by GEOID03.
 OB0010
 OB0010.The dynamic height is computed by dividing the NAVD 88
 OB0010.geopotential number by the normal gravity value computed on the
 OB0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0010.degrees latitude (g = 980.6199 gals.).
 OB0010
 OB0010.The modeled gravity was interpolated from observed gravity values.
 OB0010
 OB0010;                    North         East    Units  Estimated Accuracy
 OB0010;SPC ME W     -   120,680.      955,550.      MT  (+/- 180 meters Scaled)
 OB0010
 OB0010                          SUPERSEDED SURVEY CONTROL
 OB0010
 OB0010  NGVD 29 (??/??/92)   25.075  (m)           82.27   (f) ADJ UNCH    2 0
 OB0010
 OB0010.Superseded values are not recommended for survey control.
 OB0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0010.See file dsdata.txt to determine how the superseded data were derived.
 OB0010
 OB0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ618628(NAD 83)
 OB0010_MARKER: DB = BENCH MARK DISK
 OB0010_SETTING: 80 = SET IN A BOULDER
 OB0010_SP_SET: BOULDER
 OB0010_STAMPING: E 155 1963
 OB0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OB0010+STABILITY: SURFACE MOTION
 OB0010
 OB0010  HISTORY     - Date     Condition        Report By
 OB0010  HISTORY     - 1963     MONUMENTED       CGS
 OB0010  HISTORY     - 20020726 MARK NOT FOUND   USPSQD
 OB0010
 OB0010                          STATION DESCRIPTION
 OB0010
 OB0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OB0010'2.0 MI N FROM CHAMBERLAIN.
 OB0010'ABOUT 2.0 MILES NORTH ALONG STATE HIGHWAY 32 FROM THE POST OFFICE AT
 OB0010'CHAMBERLAIN, IN AN OPEN FIELD, ON THE TOP OF A 12-BY-12-FOOT BURIED
 OB0010'BOULDER PROJECTING 4 FEET ABOVE THE LEVEL OF THE GROUND, ABOUT 200
 OB0010'FEET SOUTHEAST OF A LARGE TWO-STORY FRAME HOUSE, 80 1/2 FEET NORTHWEST
 OB0010'OF THE CENTER LINE OF THE HIGHWAY, 85 FEET SOUTHWEST OF THE CENTER
 OB0010'LINE OF A PRIVATE DRIVEWAY LEADING TO LARGE HOUSE, AND ABOUT 4 FEET
 OB0010'ABOVE THE LEVEL OF THE HIGHWAY.
 OB0010
 OB0010                          STATION RECOVERY (2002)
 OB0010
 OB0010'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMW)
 OB0010'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0189 ***********************************************************************
 OB0189  DESIGNATION -  E 156
 OB0189  PID         -  OB0189
 OB0189  STATE/COUNTY-  ME/LINCOLN
 OB0189  USGS QUAD   -  WESTPORT (1970)
 OB0189
 OB0189                         *CURRENT SURVEY CONTROL
 OB0189  ___________________________________________________________________
 OB0189* NAD 83(1986)-  43 58 24.     (N)    069 40 24.     (W)     SCALED    
 OB0189* NAVD 88     -         4.918  (meters)      16.14   (feet)  ADJUSTED  
 OB0189  ___________________________________________________________________
 OB0189  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 OB0189  DYNAMIC HT  -           4.918 (meters)      16.14  (feet)  COMP
 OB0189  MODELED GRAV-     980,522.7   (mgal)                       NAVD 88
 OB0189
 OB0189  VERT ORDER  -  SECOND    CLASS 0
 OB0189
 OB0189.The horizontal coordinates were scaled from a topographic map and have
 OB0189.an estimated accuracy of +/- 6 seconds.
 OB0189
 OB0189.The orthometric height was determined by differential leveling
 OB0189.and adjusted by the National Geodetic Survey in June 1991..
 OB0189
 OB0189.The geoid height was determined by GEOID03.
 OB0189
 OB0189.The dynamic height is computed by dividing the NAVD 88
 OB0189.geopotential number by the normal gravity value computed on the
 OB0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0189.degrees latitude (g = 980.6199 gals.).
 OB0189
 OB0189.The modeled gravity was interpolated from observed gravity values.
 OB0189
 OB0189;                    North         East    Units  Estimated Accuracy
 OB0189;SPC ME W     -   126,770.      939,590.      MT  (+/- 180 meters Scaled)
 OB0189
 OB0189                          SUPERSEDED SURVEY CONTROL
 OB0189
 OB0189  NGVD 29 (??/??/92)    5.129  (m)           16.83   (f) ADJ UNCH    2 0
 OB0189
 OB0189.Superseded values are not recommended for survey control.
 OB0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0189.See file dsdata.txt to determine how the superseded data were derived.
 OB0189
 OB0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ459691(NAD 83)
 OB0189_MARKER: DB = BENCH MARK DISK
 OB0189_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OB0189_SP_SET: ABUTMENT
 OB0189_STAMPING: E 156 1963
 OB0189_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OB0189
 OB0189  HISTORY     - Date     Condition        Report By
 OB0189  HISTORY     - 1963     MONUMENTED       CGS
 OB0189  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 OB0189
 OB0189                          STATION DESCRIPTION
 OB0189
 OB0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OB0189'6.6 MI SW FROM WISCASSET.
 OB0189'ABOUT 3.6 MILES SOUTHWEST ALONG U. S. HIGHWAY 1 FROM THE POST OFFICE
 OB0189'AT WISCASSET, THENCE 3.0 MILES SOUTHEAST ALONG STATE HIGHWAY 144, NEAR
 OB0189'THE WISCASSET-WESTPORT TOWN LINE, SET ON THE TOP OF THE SOUTHWEST END
 OB0189'OF THE SOUTHEAST CONCRETE ABUTMENT OF THE LARGE STATE HIGHWAY 144
 OB0189'BRIDGE OVER BACK RIVER AT COWSEAGAN NARROWS, 12.7 FEET SOUTHWEST OF
 OB0189'THE CENTER LINE OF THE HIGHWAY AND 1 FOOT ABOVE THE LEVEL OF THE
 OB0189'BRIDGE FLOOR.
 OB0189
 OB0189                          STATION RECOVERY (1990)
 OB0189
 OB0189'RECOVERY NOTE BY US POWER SQUADRON 1990 (JM)
 OB0189'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0190 ***********************************************************************
 OB0190  DESIGNATION -  E 156 RESET 1973
 OB0190  PID         -  OB0190
 OB0190  STATE/COUNTY-  ME/LINCOLN
 OB0190  USGS QUAD   -  WESTPORT (1970)
 OB0190
 OB0190                         *CURRENT SURVEY CONTROL
 OB0190  ___________________________________________________________________
 OB0190* NAD 83(1986)-  43 58 24.     (N)    069 40 24.     (W)     SCALED    
 OB0190* NAVD 88     -        17.37   (meters)      57.0    (feet)  RESET     
 OB0190  ___________________________________________________________________
 OB0190  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 OB0190
 OB0190  VERT ORDER  -  THIRD
 OB0190
 OB0190.The horizontal coordinates were scaled from a topographic map and have
 OB0190.an estimated accuracy of +/- 6 seconds.
 OB0190
 OB0190.The orthometric height was computed from unverified reset data.
 OB0190
 OB0190.The geoid height was determined by GEOID03.
 OB0190
 OB0190;                    North         East    Units  Estimated Accuracy
 OB0190;SPC ME W     -   126,770.      939,590.      MT  (+/- 180 meters Scaled)
 OB0190
 OB0190                          SUPERSEDED SURVEY CONTROL
 OB0190
 OB0190  NGVD 29 (??/??/??)   17.58   (m)           57.7    (f) RESET       3  
 OB0190
 OB0190.Superseded values are not recommended for survey control.
 OB0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0190.See file dsdata.txt to determine how the superseded data were derived.
 OB0190
 OB0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ459691(NAD 83)
 OB0190_MARKER: DB = BENCH MARK DISK
 OB0190_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OB0190_SP_SET: ABUTMENT
 OB0190_STAMPING: E 156 RESET 1973
 OB0190_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OB0190
 OB0190  HISTORY     - Date     Condition        Report By
 OB0190  HISTORY     - 1973     MONUMENTED       MEDT
 OB0190  HISTORY     - 1990     GOOD             USPSQD
 OB0190  HISTORY     - 19910622 GOOD             USPSQD
 OB0190
 OB0190                          STATION DESCRIPTION
 OB0190
 OB0190'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1973
 OB0190'6.6 MI SW FROM WISCASSET.
 OB0190'ABOUT 3.6 MILES S.W. ALONG U.S. HWY. 1 FROM THE POST OFFICE AT
 OB0190'WISCASSET, THENCE 3.0 MILES S.E. ALONG STATE HWY. 144, NEAR THE
 OB0190'WISCASSET-WESTPORT TOWN LINE, SET IN THE TOP OF THE WEST ABUTMENT AT
 OB0190'THE S.W. CORNER OF THE NEW BRIDGE AND IS 0.5 FT. WEST OF THE S. W. END
 OB0190'POST, 12.7 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY AND 1 FOOT
 OB0190'ABOVE THE LEVEL OF THE BRIDGE FLOOR.
 OB0190
 OB0190                          STATION RECOVERY (1990)
 OB0190
 OB0190'RECOVERY NOTE BY US POWER SQUADRON 1990 (FC)
 OB0190'RECOVERED IN GOOD CONDITION.
 OB0190
 OB0190                          STATION RECOVERY (1991)
 OB0190
 OB0190'RECOVERY NOTE BY US POWER SQUADRON 1991 (FC)
 OB0190'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1109 ***********************************************************************
 PE1109  DESIGNATION -  E 157
 PE1109  PID         -  PE1109
 PE1109  STATE/COUNTY-  ME/LINCOLN
 PE1109  USGS QUAD   -  WALDOBORO WEST (1988)
 PE1109
 PE1109                         *CURRENT SURVEY CONTROL
 PE1109  ___________________________________________________________________
 PE1109* NAD 83(1986)-  44 02 11.     (N)    069 29 04.     (W)     SCALED    
 PE1109* NAVD 88     -        41.835  (meters)     137.25   (feet)  ADJUSTED  
 PE1109  ___________________________________________________________________
 PE1109  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 PE1109  DYNAMIC HT  -          41.830 (meters)     137.24  (feet)  COMP
 PE1109  MODELED GRAV-     980,519.2   (mgal)                       NAVD 88
 PE1109
 PE1109  VERT ORDER  -  SECOND    CLASS 0
 PE1109
 PE1109.The horizontal coordinates were scaled from a topographic map and have
 PE1109.an estimated accuracy of +/- 6 seconds.
 PE1109
 PE1109.The orthometric height was determined by differential leveling
 PE1109.and adjusted by the National Geodetic Survey in June 1991..
 PE1109
 PE1109.The geoid height was determined by GEOID03.
 PE1109
 PE1109.The dynamic height is computed by dividing the NAVD 88
 PE1109.geopotential number by the normal gravity value computed on the
 PE1109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1109.degrees latitude (g = 980.6199 gals.).
 PE1109
 PE1109.The modeled gravity was interpolated from observed gravity values.
 PE1109
 PE1109;                    North         East    Units  Estimated Accuracy
 PE1109;SPC ME W     -   133,880.      954,680.      MT  (+/- 180 meters Scaled)
 PE1109
 PE1109                          SUPERSEDED SURVEY CONTROL
 PE1109
 PE1109  NGVD 29 (??/??/92)   42.042  (m)          137.93   (f) ADJ UNCH    2 0
 PE1109
 PE1109.Superseded values are not recommended for survey control.
 PE1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1109.See file dsdata.txt to determine how the superseded data were derived.
 PE1109
 PE1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ611760(NAD 83)
 PE1109_MARKER: DB = BENCH MARK DISK
 PE1109_SETTING: 80 = SET IN A BOULDER
 PE1109_SP_SET: BOULDER
 PE1109_STAMPING: E 157 1963
 PE1109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1109+STABILITY: SURFACE MOTION
 PE1109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE1109+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2003
 PE1109
 PE1109  HISTORY     - Date     Condition        Report By
 PE1109  HISTORY     - 1963     MONUMENTED       CGS
 PE1109  HISTORY     - 20031124 GOOD             USPSQD
 PE1109
 PE1109                          STATION DESCRIPTION
 PE1109
 PE1109'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PE1109'2.7 MI SE FROM DAMARISCOTTA.
 PE1109'ABOUT 1.3 MILES EAST ALONG U.S. HIGHWAY 1 (BUSINESS ROUTE) FROM
 PE1109'THE SOUTH END OF THE LARGE BRIDGE OVER THE DAMARISCOTTA RIVER
 PE1109'AT DAMARISCOTTA, THENCE 1.4 MILES SOUTHEAST ALONG AN ASPHALT
 PE1109'ROAD, 0.1 MILE SOUTHEAST OF THE CENTER OF A T JUNCTION FORMED
 PE1109'BY A BLACK TOP ROAD LEADING NORTHEAST, SET ON THE TOP OF A LARGE
 PE1109'10-BY-6-BURIED BOULDER WHICH PROJECTS 3 FEET ABOVE THE LEVEL OF
 PE1109'THE GROUND, 28 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 PE1109'21 1/2 FEET EAST OF POWER LINE POLE NO. 56 - 5 - 80 AND ABOUT
 PE1109'4 FEET ABOVE THE LEVEL OF THE ROAD.
 PE1109
 PE1109                          STATION RECOVERY (2003)
 PE1109
 PE1109'RECOVERY NOTE BY US POWER SQUADRON 2003 (JS)
 PE1109'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0682 ***********************************************************************
 PE0682  DESIGNATION -  E 158
 PE0682  PID         -  PE0682
 PE0682  STATE/COUNTY-  ME/SOMERSET
 PE0682  USGS QUAD   -  BURNHAM (1982)
 PE0682
 PE0682                         *CURRENT SURVEY CONTROL
 PE0682  ___________________________________________________________________
 PE0682* NAD 83(1986)-  44 43 39.     (N)    069 25 26.     (W)     SCALED    
 PE0682* NAVD 88     -        63.123  (meters)     207.10   (feet)  ADJUSTED  
 PE0682  ___________________________________________________________________
 PE0682  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 PE0682  DYNAMIC HT  -          63.120 (meters)     207.09  (feet)  COMP
 PE0682  MODELED GRAV-     980,569.6   (mgal)                       NAVD 88
 PE0682  OBS GRAVITY -     980,569.7   (mgal)                       GRAV_OBS
 PE0682
 PE0682  VERT ORDER  -  FIRST     CLASS I
 PE0682
 PE0682.The horizontal coordinates were scaled from a topographic map and have
 PE0682.an estimated accuracy of +/- 6 seconds.
 PE0682
 PE0682.The orthometric height was determined by differential leveling
 PE0682.and adjusted by the National Geodetic Survey in June 1991..
 PE0682
 PE0682.The geoid height was determined by GEOID03.
 PE0682
 PE0682.The dynamic height is computed by dividing the NAVD 88
 PE0682.geopotential number by the normal gravity value computed on the
 PE0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0682.degrees latitude (g = 980.6199 gals.).
 PE0682
 PE0682.The modeled gravity was interpolated from observed gravity values.
 PE0682.The observed gravity was obtained from relative gravimeter ties
 PE0682.to the IGSN71 gravity network.
 PE0682
 PE0682;                    North         East    Units  Estimated Accuracy
 PE0682;SPC ME W     -   210,720.      958,840.      MT  (+/- 180 meters Scaled)
 PE0682
 PE0682                          SUPERSEDED SURVEY CONTROL
 PE0682
 PE0682  NGVD 29 (??/??/92)   63.332  (m)          207.78   (f) ADJ UNCH    1 1
 PE0682
 PE0682.Superseded values are not recommended for survey control.
 PE0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0682.See file dsdata.txt to determine how the superseded data were derived.
 PE0682
 PE0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK664527(NAD 83)
 PE0682_MARKER: DB = BENCH MARK DISK
 PE0682_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE0682_SP_SET: CULVERT
 PE0682_STAMPING: E 158 1966
 PE0682_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE0682
 PE0682  HISTORY     - Date     Condition        Report By
 PE0682  HISTORY     - 1966     MONUMENTED       CGS
 PE0682  HISTORY     - 1978     GOOD             DOD
 PE0682  HISTORY     - 1984     GOOD             USPSQD
 PE0682  HISTORY     - 1989     GOOD             USPSQD
 PE0682
 PE0682                          STATION DESCRIPTION
 PE0682
 PE0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE0682'2.6 MI N FROM BURNHAM.
 PE0682'2.6 MILES NORTH ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE0682'STATION AT BURNHAM, NEAR THE CROSSING OF A BLACK TOPPED ROAD,
 PE0682'ABOUT 0.15 MILE SOUTH OF MILEPOST P98/V153, 55 FEET NORTHEAST
 PE0682'OF THE CENTER OF THE CROSSING, IN THE TOP OF THE NORTH END OF
 PE0682'THE EAST CONCRETE HEAD WALL FOR A 24-INCH PIPE CULVERT UNDER THE
 PE0682'TRACK, 10.0 FEET EAST OF THE EAST RAIL, AND ABOUT 1 1/2 FEET
 PE0682'BELOW THE LEVEL OF THE TRACK.  NOTE-- THE PIPE HAS ABOUT 4-FOOT
 PE0682'OF CONCRETE AROUND THE ENTIRE LENGTH OF CULVERT.
 PE0682
 PE0682                          STATION RECOVERY (1978)
 PE0682
 PE0682'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE0682'RECOVERED IN GOOD CONDITION.
 PE0682
 PE0682                          STATION RECOVERY (1984)
 PE0682
 PE0682'RECOVERY NOTE BY US POWER SQUADRON 1984
 PE0682'RECOVERED IN GOOD CONDITION.
 PE0682
 PE0682                          STATION RECOVERY (1989)
 PE0682
 PE0682'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELG)
 PE0682'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0475 ***********************************************************************
 PE0475  TIDAL BM    -  This is a Tidal Bench Mark.
 PE0475  DESIGNATION -  E 159
 PE0475  PID         -  PE0475
 PE0475  STATE/COUNTY-  ME/PENOBSCOT
 PE0475  USGS QUAD   -  BANGOR (1991)
 PE0475
 PE0475                         *CURRENT SURVEY CONTROL
 PE0475  ___________________________________________________________________
 PE0475* NAD 83(1986)-  44 47 08.     (N)    068 46 35.     (W)     SCALED    
 PE0475* NAVD 88     -        10.387  (meters)      34.08   (feet)  ADJUSTED  
 PE0475  ___________________________________________________________________
 PE0475  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 PE0475  DYNAMIC HT  -          10.387 (meters)      34.08  (feet)  COMP
 PE0475  MODELED GRAV-     980,581.9   (mgal)                       NAVD 88
 PE0475
 PE0475  VERT ORDER  -  FIRST     CLASS I
 PE0475
 PE0475.The horizontal coordinates were scaled from a topographic map and have
 PE0475.an estimated accuracy of +/- 6 seconds.
 PE0475
 PE0475.The orthometric height was determined by differential leveling
 PE0475.and adjusted by the National Geodetic Survey in June 1991..
 PE0475
 PE0475.This Tidal Bench Mark is designated as VM 17678
 PE0475.by the Center for Operational Oceanographic Products and Services.
 PE0475
 PE0475.The geoid height was determined by GEOID03.
 PE0475
 PE0475.The dynamic height is computed by dividing the NAVD 88
 PE0475.geopotential number by the normal gravity value computed on the
 PE0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0475.degrees latitude (g = 980.6199 gals.).
 PE0475
 PE0475.The modeled gravity was interpolated from observed gravity values.
 PE0475
 PE0475;                    North         East    Units  Estimated Accuracy
 PE0475;SPC ME E     -   124,350.      278,130.      MT  (+/- 180 meters Scaled)
 PE0475
 PE0475                          SUPERSEDED SURVEY CONTROL
 PE0475
 PE0475  NGVD 29 (??/??/92)   10.599  (m)           34.77   (f) ADJ UNCH    1 1
 PE0475
 PE0475.Superseded values are not recommended for survey control.
 PE0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0475.See file dsdata.txt to determine how the superseded data were derived.
 PE0475
 PE0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK176591(NAD 83)
 PE0475_MARKER: DB = BENCH MARK DISK
 PE0475_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE0475_SP_SET: OVERPASS
 PE0475_STAMPING: E 159 1966
 PE0475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0475
 PE0475  HISTORY     - Date     Condition        Report By
 PE0475  HISTORY     - 1966     MONUMENTED       CGS
 PE0475  HISTORY     - 1978     GOOD             DMA
 PE0475  HISTORY     - 1984     GOOD             USPSQD
 PE0475  HISTORY     - 1988     GOOD             USPSQD
 PE0475
 PE0475                          STATION DESCRIPTION
 PE0475
 PE0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE0475'AT BANGOR.
 PE0475'AT BANGOR, ABOUT 0.8 MILE SOUTHWEST ALONG THE MAINE CENTRAL
 PE0475'RAILROAD FROM THE UNION STREET BRIDGE OVER THE PENOBSCOT RIVER,
 PE0475'7 RAILS SOUTHWEST OF MILEPOST P 136/V115, AT THE OVERPASS
 PE0475'OVER DUTTON STREET, 6.8 FEET NORTHWEST OF THE NORTHWEST RAIL OF
 PE0475'TRACK LEADING TO REPAIR SHOP, IN THE TOP OF THE NORTHWEST END
 PE0475'OF THE SOUTHWEST STONE ABUTMENT TO THE OVERPASS, AND ABOUT 1
 PE0475'FOOT BELOW THE LEVEL OF THE TRACK.
 PE0475
 PE0475                          STATION RECOVERY (1978)
 PE0475
 PE0475'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PE0475'RECOVERED IN GOOD CONDITION.
 PE0475
 PE0475                          STATION RECOVERY (1984)
 PE0475
 PE0475'RECOVERY NOTE BY US POWER SQUADRON 1984
 PE0475'RECOVERED IN GOOD CONDITION.
 PE0475
 PE0475                          STATION RECOVERY (1988)
 PE0475
 PE0475'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE0475'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0574 ***********************************************************************
 OC0574  DESIGNATION -  E 16
 OC0574  PID         -  OC0574
 OC0574  STATE/COUNTY-  ME/OXFORD
 OC0574  USGS QUAD   -  HIRAM (1964)
 OC0574
 OC0574                         *CURRENT SURVEY CONTROL
 OC0574  ___________________________________________________________________
 OC0574* NAD 83(1986)-  43 55 42.     (N)    070 52 12.     (W)     SCALED    
 OC0574* NAVD 88     -       125.515  (meters)     411.79   (feet)  ADJUSTED  
 OC0574  ___________________________________________________________________
 OC0574  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 OC0574  DYNAMIC HT  -         125.495 (meters)     411.73  (feet)  COMP
 OC0574  MODELED GRAV-     980,463.7   (mgal)                       NAVD 88
 OC0574
 OC0574  VERT ORDER  -  SECOND    CLASS 0
 OC0574
 OC0574.The horizontal coordinates were scaled from a topographic map and have
 OC0574.an estimated accuracy of +/- 6 seconds.
 OC0574
 OC0574.The orthometric height was determined by differential leveling
 OC0574.and adjusted by the National Geodetic Survey in June 1991..
 OC0574
 OC0574.The geoid height was determined by GEOID03.
 OC0574
 OC0574.The dynamic height is computed by dividing the NAVD 88
 OC0574.geopotential number by the normal gravity value computed on the
 OC0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0574.degrees latitude (g = 980.6199 gals.).
 OC0574
 OC0574.The modeled gravity was interpolated from observed gravity values.
 OC0574
 OC0574;                    North         East    Units  Estimated Accuracy
 OC0574;SPC ME W     -   121,890.      843,520.      MT  (+/- 180 meters Scaled)
 OC0574
 OC0574                          SUPERSEDED SURVEY CONTROL
 OC0574
 OC0574  NGVD 29 (??/??/92)  125.663  (m)          412.28   (f) ADJ UNCH    2 0
 OC0574
 OC0574.Superseded values are not recommended for survey control.
 OC0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0574.See file dsdata.txt to determine how the superseded data were derived.
 OC0574
 OC0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ498656(NAD 83)
 OC0574_MARKER: DB = BENCH MARK DISK
 OC0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC0574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OC0574_STAMPING: E 16 1933
 OC0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC0574+STABILITY: SURFACE MOTION
 OC0574
 OC0574  HISTORY     - Date     Condition        Report By
 OC0574  HISTORY     - 1933     MONUMENTED       CGS
 OC0574  HISTORY     - 1975     MARK NOT FOUND   NGS
 OC0574  HISTORY     - 20050606 MARK NOT FOUND   GEOCAC
 OC0574
 OC0574                          STATION DESCRIPTION
 OC0574
 OC0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OC0574'1.7 MI SE FROM BROWNFIELD.
 OC0574'1.7 MILES SOUTHEAST ALONG THE MAINE CENTRAIL RAILROAD FROM THE
 OC0574'STATION AT BROWNFIELD, 1/4 MILE SOUTH OF MILEPOST P 42, 600
 OC0574'FEET SOUTH OF A DIRT-ROAD CROSSING, 30 FEET EAST OF CENTERLINE OF
 OC0574'STATE HIGHWAY 113 AND ABOUT 1 FOOT BELOW THE BASE OF THE RAIL.  SET
 OC0574'IN THE TOP A CONCRETE POST.
 OC0574
 OC0574                          STATION RECOVERY (1975)
 OC0574
 OC0574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 OC0574'MARK NOT FOUND.
 OC0574
 OC0574                          STATION RECOVERY (2005)
 OC0574
 OC0574'RECOVERY NOTE BY GEOCACHING 2005 (JKS)
 OC0574'MARK NOT FOUND. AGREE WITH THE 1975 REPORT THAT THIS MARK IS MISSING.
 OC0574'BUT HIGHLY SUSPECT THAT IT WAS NEVER REPORTED CORRECTLY IN 1933. AT
 OC0574'THE SCALED CO-ORDINATES, OLD ROUTE 113 IS EAST OF THE INDICATED
 OC0574'POSITION. NEW ROUTE 113 IS OVER 100 YARDS WEST. GIVEN THE WRITTEN
 OC0574'DESCRIPTION, ROUTE 113 IS NEVER WITHIN 30 FEET ANYWHERE ALONG A 600
 OC0574'FOOT RUN FROM THE SEVERAL ROADS THAT WERE TRIED. JKS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0272 ***********************************************************************
 PD0272  DESIGNATION -  E 160
 PD0272  PID         -  PD0272
 PD0272  STATE/COUNTY-  ME/WASHINGTON
 PD0272  USGS QUAD   -  CHERRYFIELD (1978)
 PD0272
 PD0272                         *CURRENT SURVEY CONTROL
 PD0272  ___________________________________________________________________
 PD0272* NAD 83(1986)-  44 34 43.     (N)    067 59 23.     (W)     SCALED    
 PD0272* NAVD 88     -        31.669  (meters)     103.90   (feet)  ADJUSTED  
 PD0272  ___________________________________________________________________
 PD0272  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 PD0272  DYNAMIC HT  -          31.667 (meters)     103.89  (feet)  COMP
 PD0272  MODELED GRAV-     980,565.8   (mgal)                       NAVD 88
 PD0272  OBS GRAVITY -     980,567.9   (mgal)                       GRAV_OBS
 PD0272
 PD0272  VERT ORDER  -  FIRST     CLASS I
 PD0272
 PD0272.The horizontal coordinates were scaled from a topographic map and have
 PD0272.an estimated accuracy of +/- 6 seconds.
 PD0272
 PD0272.The orthometric height was determined by differential leveling
 PD0272.and adjusted by the National Geodetic Survey in June 1991..
 PD0272
 PD0272.The geoid height was determined by GEOID03.
 PD0272
 PD0272.The dynamic height is computed by dividing the NAVD 88
 PD0272.geopotential number by the normal gravity value computed on the
 PD0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0272.degrees latitude (g = 980.6199 gals.).
 PD0272
 PD0272.The modeled gravity was interpolated from observed gravity values.
 PD0272.The observed gravity was obtained from relative gravimeter ties
 PD0272.to the IGSN71 gravity network.
 PD0272
 PD0272;                    North         East    Units  Estimated Accuracy
 PD0272;SPC ME E     -   101,450.      340,520.      MT  (+/- 180 meters Scaled)
 PD0272
 PD0272                          SUPERSEDED SURVEY CONTROL
 PD0272
 PD0272  NGVD 29 (??/??/92)   31.876  (m)          104.58   (f) ADJ UNCH    1 1
 PD0272
 PD0272.Superseded values are not recommended for survey control.
 PD0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0272.See file dsdata.txt to determine how the superseded data were derived.
 PD0272
 PD0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK802366(NAD 83)
 PD0272_MARKER: DB = BENCH MARK DISK
 PD0272_SETTING: 66 = SET IN ROCK OUTCROP
 PD0272_SP_SET: ROCK CUT
 PD0272_STAMPING: E 160 1966
 PD0272_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0272+STABILITY: POSITION/ELEVATION WELL
 PD0272
 PD0272  HISTORY     - Date     Condition        Report By
 PD0272  HISTORY     - 1966     MONUMENTED       CGS
 PD0272  HISTORY     - 1978     GOOD             DMA
 PD0272
 PD0272                          STATION DESCRIPTION
 PD0272
 PD0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PD0272'4.3 MI SW FROM CHERRYFIELD.
 PD0272'4.3 MILES SOUTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PD0272'STATION AT CHERRYFIELD, ABOUT 5 RAILS EAST OF A BLACK TOPPED
 PD0272'ROAD CROSSING, AT UNIONVILLE, IN THE TOP OF THE WEST END OF A
 PD0272'ROCK CUT THAT IS ABOUT 100 YARDS LONG BY 40 FEET HIGH, 14.3 FEET
 PD0272'SOUTH OF THE SOUTH RAIL, 7 FEET EAST OF THE WEST END OF THE CUT,
 PD0272'AND ABOUT 6 FEET ABOVE THE LEVEL OF THE TRACK.
 PD0272
 PD0272                          STATION RECOVERY (1978)
 PD0272
 PD0272'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PD0272'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0375 ***********************************************************************
 OC0375  DESIGNATION -  E 161
 OC0375  PID         -  OC0375
 OC0375  STATE/COUNTY-  ME/YORK
 OC0375  USGS QUAD   -  WELLS (1979)
 OC0375
 OC0375                         *CURRENT SURVEY CONTROL
 OC0375  ___________________________________________________________________
 OC0375* NAD 83(1986)-  43 21 37.     (N)    070 33 32.     (W)     SCALED    
 OC0375* NAVD 88     -         5.679  (meters)      18.63   (feet)  ADJUSTED  
 OC0375  ___________________________________________________________________
 OC0375  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 OC0375  DYNAMIC HT  -           5.678 (meters)      18.63  (feet)  COMP
 OC0375  MODELED GRAV-     980,471.8   (mgal)                       NAVD 88
 OC0375
 OC0375  VERT ORDER  -  FIRST     CLASS I
 OC0375
 OC0375.The horizontal coordinates were scaled from a topographic map and have
 OC0375.an estimated accuracy of +/- 6 seconds.
 OC0375
 OC0375.The orthometric height was determined by differential leveling
 OC0375.and adjusted by the National Geodetic Survey in June 1991..
 OC0375
 OC0375.The geoid height was determined by GEOID03.
 OC0375
 OC0375.The dynamic height is computed by dividing the NAVD 88
 OC0375.geopotential number by the normal gravity value computed on the
 OC0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0375.degrees latitude (g = 980.6199 gals.).
 OC0375
 OC0375.The modeled gravity was interpolated from observed gravity values.
 OC0375
 OC0375;                    North         East    Units  Estimated Accuracy
 OC0375;SPC ME W     -    58,610.      868,210.      MT  (+/- 180 meters Scaled)
 OC0375
 OC0375                          SUPERSEDED SURVEY CONTROL
 OC0375
 OC0375  NGVD 29 (??/??/92)    5.902  (m)           19.36   (f) ADJ UNCH    1 1
 OC0375
 OC0375.Superseded values are not recommended for survey control.
 OC0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0375.See file dsdata.txt to determine how the superseded data were derived.
 OC0375
 OC0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ736020(NAD 83)
 OC0375_MARKER: DB = BENCH MARK DISK
 OC0375_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC0375_SP_SET: BRIDGE
 OC0375_STAMPING: E 161 1966
 OC0375_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC0375
 OC0375  HISTORY     - Date     Condition        Report By
 OC0375  HISTORY     - 1966     MONUMENTED       CGS
 OC0375  HISTORY     - 1978     GOOD             DOD
 OC0375  HISTORY     - 1988     GOOD             USPSQD
 OC0375  HISTORY     - 19950913 GOOD             USPSQD
 OC0375
 OC0375                          STATION DESCRIPTION
 OC0375
 OC0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OC0375'2.3 MI SW FROM KENNEBUNK.
 OC0375'ABOUT 2.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST
 OC0375'OFFICE AT KENNEBUNK, ALSO ABOUT 2.9 MILES NORTHEAST ALONG U.S.
 OC0375'HIGHWAY 1 FROM THE JUNCTION OF STATE HIGHWAY 9 AT WELLS, IN THE
 OC0375'TOP OF THE SOUTH CONCRETE WING WALL FOR A 15-FOOT CONCRETE BRIDGE
 OC0375'OVER BRANCH BROOK, 26 FEET SOUTHEAST OF THE CENTER LINE OF THE
 OC0375'HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 OC0375
 OC0375                          STATION RECOVERY (1978)
 OC0375
 OC0375'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 OC0375'RECOVERED IN GOOD CONDITION.
 OC0375
 OC0375                          STATION RECOVERY (1988)
 OC0375
 OC0375'RECOVERY NOTE BY US POWER SQUADRON 1988 (RSR)
 OC0375'RECOVERED IN GOOD CONDITION.
 OC0375
 OC0375                          STATION RECOVERY (1995)
 OC0375
 OC0375'RECOVERY NOTE BY US POWER SQUADRON 1995
 OC0375'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0078 ***********************************************************************
 OC0078  TIDAL BM    -  This is a Tidal Bench Mark.
 OC0078  DESIGNATION -  E 162
 OC0078  PID         -  OC0078
 OC0078  STATE/COUNTY-  ME/CUMBERLAND
 OC0078  USGS QUAD   -  PROUTS NECK (1978)
 OC0078
 OC0078                         *CURRENT SURVEY CONTROL
 OC0078  ___________________________________________________________________
 OC0078* NAD 83(1986)-  43 32 44.     (N)    070 21 05.     (W)     SCALED    
 OC0078* NAVD 88     -        12.374  (meters)      40.60   (feet)  ADJUSTED  
 OC0078  ___________________________________________________________________
 OC0078  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 OC0078  DYNAMIC HT  -          12.373 (meters)      40.59  (feet)  COMP
 OC0078  MODELED GRAV-     980,499.5   (mgal)                       NAVD 88
 OC0078
 OC0078  VERT ORDER  -  FIRST     CLASS I
 OC0078
 OC0078.The horizontal coordinates were scaled from a topographic map and have
 OC0078.an estimated accuracy of +/- 6 seconds.
 OC0078
 OC0078.The orthometric height was determined by differential leveling
 OC0078.and adjusted by the National Geodetic Survey in June 1991..
 OC0078
 OC0078.This Tidal Bench Mark is designated as VM 16698
 OC0078.by the Center for Operational Oceanographic Products and Services.
 OC0078
 OC0078.The geoid height was determined by GEOID03.
 OC0078
 OC0078.The dynamic height is computed by dividing the NAVD 88
 OC0078.geopotential number by the normal gravity value computed on the
 OC0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0078.degrees latitude (g = 980.6199 gals.).
 OC0078
 OC0078.The modeled gravity was interpolated from observed gravity values.
 OC0078
 OC0078;                    North         East    Units  Estimated Accuracy
 OC0078;SPC ME W     -    79,140.      885,070.      MT  (+/- 180 meters Scaled)
 OC0078
 OC0078                          SUPERSEDED SURVEY CONTROL
 OC0078
 OC0078  NGVD 29 (??/??/92)   12.603  (m)           41.35   (f) ADJ UNCH    1 1
 OC0078
 OC0078.Superseded values are not recommended for survey control.
 OC0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0078.See file dsdata.txt to determine how the superseded data were derived.
 OC0078
 OC0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ908222(NAD 83)
 OC0078_MARKER: DB = BENCH MARK DISK
 OC0078_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC0078_SP_SET: ABUTMENT
 OC0078_STAMPING: E 162 1966
 OC0078_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC0078
 OC0078  HISTORY     - Date     Condition        Report By
 OC0078  HISTORY     - 1966     MONUMENTED       CGS
 OC0078  HISTORY     - 1978     GOOD             DOD
 OC0078
 OC0078                          STATION DESCRIPTION
 OC0078
 OC0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OC0078'5.6 MI S FROM SCARBOROUGH.
 OC0078'ABOUT 2.95 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST
 OC0078'OFFICE AT SCARBOROUGH, THENCE ABOUT 2.65 MILE SOUTHEAST ALONG
 OC0078'STATE HIGHWAY 9, ALSO 2.75 MILES NORTHEAST AND NORTHWEST ALONG
 OC0078'STATE HIGHWAY 9 FROM THE JUNCTION OF OLD ORCHARD STREET AT
 OC0078'OLD ORCHARD BEACH, AT THE OVERPASS WHERE THE HIGHWAY CROSSES
 OC0078'OVER THE BOSTON AND MAINE RAILROAD, IN THE TOP OF THE NORTHEAST
 OC0078'END OF THE NORTHWEST CONCRETE ABUTMENT OF THE OVERPASS, 19.5
 OC0078'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 OC0078'1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 OC0078
 OC0078                          STATION RECOVERY (1978)
 OC0078
 OC0078'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 OC0078'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0029 ***********************************************************************
 OC0029  DESIGNATION -  E 163
 OC0029  PID         -  OC0029
 OC0029  STATE/COUNTY-  ME/CUMBERLAND
 OC0029  USGS QUAD   -  PORTLAND WEST (1978)
 OC0029
 OC0029                         *CURRENT SURVEY CONTROL
 OC0029  ___________________________________________________________________
 OC0029* NAD 83(1986)-  43 41 57.     (N)    070 17 57.     (W)     SCALED    
 OC0029* NAVD 88     -        32.123  (meters)     105.39   (feet)  ADJUSTED  
 OC0029  ___________________________________________________________________
 OC0029  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 OC0029  DYNAMIC HT  -          32.119 (meters)     105.38  (feet)  COMP
 OC0029  MODELED GRAV-     980,493.6   (mgal)                       NAVD 88
 OC0029
 OC0029  VERT ORDER  -  FIRST     CLASS I
 OC0029
 OC0029.The horizontal coordinates were scaled from a topographic map and have
 OC0029.an estimated accuracy of +/- 6 seconds.
 OC0029
 OC0029.The orthometric height was determined by differential leveling
 OC0029.and adjusted by the National Geodetic Survey in June 1991..
 OC0029
 OC0029.The geoid height was determined by GEOID03.
 OC0029
 OC0029.The dynamic height is computed by dividing the NAVD 88
 OC0029.geopotential number by the normal gravity value computed on the
 OC0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0029.degrees latitude (g = 980.6199 gals.).
 OC0029
 OC0029.The modeled gravity was interpolated from observed gravity values.
 OC0029
 OC0029;                    North         East    Units  Estimated Accuracy
 OC0029;SPC ME W     -    96,200.      889,320.      MT  (+/- 180 meters Scaled)
 OC0029
 OC0029                          SUPERSEDED SURVEY CONTROL
 OC0029
 OC0029  NGVD 29 (??/??/92)   32.331  (m)          106.07   (f) ADJ UNCH    1 1
 OC0029
 OC0029.Superseded values are not recommended for survey control.
 OC0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0029.See file dsdata.txt to determine how the superseded data were derived.
 OC0029
 OC0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ953392(NAD 83)
 OC0029_MARKER: DB = BENCH MARK DISK
 OC0029_SETTING: 66 = SET IN ROCK OUTCROP
 OC0029_SP_SET: ROCK LEDGE
 OC0029_STAMPING: E 163 1966
 OC0029_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC0029+STABILITY: POSITION/ELEVATION WELL
 OC0029
 OC0029  HISTORY     - Date     Condition        Report By
 OC0029  HISTORY     - 1966     MONUMENTED       CGS
 OC0029  HISTORY     - 1978     GOOD             DOD
 OC0029  HISTORY     - 1988     GOOD             USPSQD
 OC0029  HISTORY     - 19950614 GOOD             USPSQD
 OC0029
 OC0029                          STATION DESCRIPTION
 OC0029
 OC0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OC0029'0.7 MI N FROM PORTLAND.
 OC0029'ABOUT 0.7 MILE NORTH ALONG THE MAINE CENTRAL RAILROAD FROM THE
 OC0029'CROSSING OF STATE HIGHWAY 100 AT PORTLAND, 10 RAILS SOUTH OF
 OC0029'MILEPOST P 5-V 246, SET IN THE TOP NEAR THE NORTH END OF A
 OC0029'3-BY-9-FOOT ROCK LEDGE WHICH IS AT THE NORTH END OF A ROCK CUT,
 OC0029'16.3 FEET WEST OF THE WEST RAIL, 62 1/2 FEET NORTHWEST OF AND
 OC0029'ACROSS THE TRACKS FROM THE FOURTH TELEPHONE POLE SOUTH OF THE
 OC0029'MILEPOST, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK.
 OC0029
 OC0029                          STATION RECOVERY (1978)
 OC0029
 OC0029'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 OC0029'RECOVERED IN GOOD CONDITION.
 OC0029
 OC0029                          STATION RECOVERY (1988)
 OC0029
 OC0029'RECOVERY NOTE BY US POWER SQUADRON 1988 (DWH)
 OC0029'RECOVERED IN GOOD CONDITION.
 OC0029
 OC0029                          STATION RECOVERY (1995)
 OC0029
 OC0029'RECOVERY NOTE BY US POWER SQUADRON 1995
 OC0029'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0062 ***********************************************************************
 OC0062  DESIGNATION -  E 164
 OC0062  PID         -  OC0062
 OC0062  STATE/COUNTY-  ME/CUMBERLAND
 OC0062  USGS QUAD   -  GRAY (1980)
 OC0062
 OC0062                         *CURRENT SURVEY CONTROL
 OC0062  ___________________________________________________________________
 OC0062* NAD 83(1986)-  43 58 47.     (N)    070 15 56.     (W)     SCALED    
 OC0062* NAVD 88     -        39.684  (meters)     130.20   (feet)  ADJUSTED  
 OC0062  ___________________________________________________________________
 OC0062  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 OC0062  DYNAMIC HT  -          39.679 (meters)     130.18  (feet)  COMP
 OC0062  MODELED GRAV-     980,498.8   (mgal)                       NAVD 88
 OC0062
 OC0062  VERT ORDER  -  FIRST     CLASS I
 OC0062
 OC0062.The horizontal coordinates were scaled from a topographic map and have
 OC0062.an estimated accuracy of +/- 6 seconds.
 OC0062
 OC0062.The orthometric height was determined by differential leveling
 OC0062.and adjusted by the National Geodetic Survey in June 1991..
 OC0062
 OC0062.The geoid height was determined by GEOID03.
 OC0062
 OC0062.The dynamic height is computed by dividing the NAVD 88
 OC0062.geopotential number by the normal gravity value computed on the
 OC0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0062.degrees latitude (g = 980.6199 gals.).
 OC0062
 OC0062.The modeled gravity was interpolated from observed gravity values.
 OC0062
 OC0062;                    North         East    Units  Estimated Accuracy
 OC0062;SPC ME W     -   127,370.      892,070.      MT  (+/- 180 meters Scaled)
 OC0062
 OC0062                          SUPERSEDED SURVEY CONTROL
 OC0062
 OC0062  NGVD 29 (??/??/92)   39.878  (m)          130.83   (f) ADJ UNCH    1 1
 OC0062
 OC0062.Superseded values are not recommended for survey control.
 OC0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0062.See file dsdata.txt to determine how the superseded data were derived.
 OC0062
 OC0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ985703(NAD 83)
 OC0062_MARKER: DB = BENCH MARK DISK
 OC0062_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC0062_SP_SET: ABUTMENT
 OC0062_STAMPING: E 164 1966
 OC0062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC0062
 OC0062  HISTORY     - Date     Condition        Report By
 OC0062  HISTORY     - 1966     MONUMENTED       CGS
 OC0062  HISTORY     - 1978     GOOD             DOD
 OC0062
 OC0062                          STATION DESCRIPTION
 OC0062
 OC0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OC0062'3 MI S FROM DANVILLE.
 OC0062'ABOUT 3.05 MILES SOUTH ALONG THE CANADIAN NATIONAL RAILWAY
 OC0062'FROM DANVILLE JCT. AT DANVILLE, NEAR THE CROSSING OF COBBS
 OC0062'BRIDGE ROAD, AT THE SMALL VILLAGE OF COBBS BRIDGE, AT THE
 OC0062'NORTHEAST END OF HIGHWAY BRIDGE OVER THE ROYAL RIVER, IN THE
 OC0062'TOP OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE ABUTMENT,
 OC0062'52.0 FEET WEST OF THE WEST RAIL, 12.0 FEET SOUTHEAST OF THE
 OC0062'CENTER LINE OF COBBS BRIDGE ROAD, AND ABOUT LEVEL WITH THE TRACK.
 OC0062
 OC0062                          STATION RECOVERY (1978)
 OC0062
 OC0062'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 OC0062'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1441 ***********************************************************************
 PE1441  DESIGNATION -  E 165
 PE1441  PID         -  PE1441
 PE1441  STATE/COUNTY-  ME/KENNEBEC
 PE1441  USGS QUAD   -  WATERVILLE (1982)
 PE1441
 PE1441                         *CURRENT SURVEY CONTROL
 PE1441  ___________________________________________________________________
 PE1441* NAD 83(1986)-  44 34 37.     (N)    069 40 14.     (W)     SCALED    
 PE1441* NAVD 88     -        53.595  (meters)     175.84   (feet)  ADJUSTED  
 PE1441  ___________________________________________________________________
 PE1441  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 PE1441  DYNAMIC HT  -          53.591 (meters)     175.82  (feet)  COMP
 PE1441  MODELED GRAV-     980,548.0   (mgal)                       NAVD 88
 PE1441
 PE1441  VERT ORDER  -  FIRST     CLASS I
 PE1441
 PE1441.The horizontal coordinates were scaled from a topographic map and have
 PE1441.an estimated accuracy of +/- 6 seconds.
 PE1441
 PE1441.The orthometric height was determined by differential leveling
 PE1441.and adjusted by the National Geodetic Survey in June 1991..
 PE1441
 PE1441.The geoid height was determined by GEOID03.
 PE1441
 PE1441.The dynamic height is computed by dividing the NAVD 88
 PE1441.geopotential number by the normal gravity value computed on the
 PE1441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1441.degrees latitude (g = 980.6199 gals.).
 PE1441
 PE1441.The modeled gravity was interpolated from observed gravity values.
 PE1441
 PE1441;                    North         East    Units  Estimated Accuracy
 PE1441;SPC ME W     -   193,840.      939,400.      MT  (+/- 180 meters Scaled)
 PE1441
 PE1441                          SUPERSEDED SURVEY CONTROL
 PE1441
 PE1441  NGVD 29 (??/??/92)   53.792  (m)          176.48   (f) ADJ UNCH    1 1
 PE1441
 PE1441.Superseded values are not recommended for survey control.
 PE1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1441.See file dsdata.txt to determine how the superseded data were derived.
 PE1441
 PE1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK467361(NAD 83)
 PE1441_MARKER: DB = BENCH MARK DISK
 PE1441_SETTING: 66 = SET IN ROCK OUTCROP
 PE1441_SP_SET: ROCK LEDGE
 PE1441_STAMPING: E 165 1966
 PE1441_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1441+STABILITY: POSITION/ELEVATION WELL
 PE1441
 PE1441  HISTORY     - Date     Condition        Report By
 PE1441  HISTORY     - 1966     MONUMENTED       CGS
 PE1441  HISTORY     - 1978     MARK NOT FOUND   DOD
 PE1441
 PE1441                          STATION DESCRIPTION
 PE1441
 PE1441'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE1441'3.3 MI NE FROM OAKLAND.
 PE1441'ABOUT 3.3 MILES NORTHEAST ALONG THE MAINE CENTRAL RAILROAD
 PE1441'FROM THE POST OFFICE AT OAKLAND, ABOUT 3.35 MILES WEST ALONG
 PE1441'THE MAINE CENTRAIL RAILROAD FROM THE FREIGHT STATION AT WATERVILLE,
 PE1441'ABOUT 0.4 MILE NORTHEAST OF MILEPOST P 82/V172, ABOUT 0.1 MILE
 PE1441'SOUTHWEST OF THE OVERPASS CROSSING OF A GRAVELED ROAD, IN THE TOP
 PE1441'OF A ROCK LEDGE THAT IS ABOUT 4-BY-12-FOOT AND IS PART OF A 125
 PE1441'YARD LONG CUT, 15 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 0.6
 PE1441'FOOT SOUTHEAST OF THE NORTHWEST EDGE OF THE LEDGE, 60 YARDS
 PE1441'SOUTHWEST OF THE NORTHEAST END OF THE CUT, AND ABOUT 4 FEET
 PE1441'ABOVE THE LEVEL OF THE TRACK.
 PE1441
 PE1441                          STATION RECOVERY (1978)
 PE1441
 PE1441'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE1441'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1122 ***********************************************************************
 PE1122  DESIGNATION -  E 166
 PE1122  PID         -  PE1122
 PE1122  STATE/COUNTY-  ME/KENNEBEC
 PE1122  USGS QUAD   -  WINTHROP (1980)
 PE1122
 PE1122                         *CURRENT SURVEY CONTROL
 PE1122  ___________________________________________________________________
 PE1122* NAD 83(1986)-  44 19 04.     (N)    069 58 29.     (W)     SCALED    
 PE1122* NAVD 88     -        66.981  (meters)     219.75   (feet)  ADJUSTED  
 PE1122  ___________________________________________________________________
 PE1122  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 PE1122  DYNAMIC HT  -          66.976 (meters)     219.74  (feet)  COMP
 PE1122  MODELED GRAV-     980,534.2   (mgal)                       NAVD 88
 PE1122
 PE1122  VERT ORDER  -  FIRST     CLASS I
 PE1122
 PE1122.The horizontal coordinates were scaled from a topographic map and have
 PE1122.an estimated accuracy of +/- 6 seconds.
 PE1122
 PE1122.The orthometric height was determined by differential leveling
 PE1122.and adjusted by the National Geodetic Survey in June 1991..
 PE1122
 PE1122.The geoid height was determined by GEOID03.
 PE1122
 PE1122.The dynamic height is computed by dividing the NAVD 88
 PE1122.geopotential number by the normal gravity value computed on the
 PE1122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1122.degrees latitude (g = 980.6199 gals.).
 PE1122
 PE1122.The modeled gravity was interpolated from observed gravity values.
 PE1122
 PE1122;                    North         East    Units  Estimated Accuracy
 PE1122;SPC ME W     -   164,940.      915,310.      MT  (+/- 180 meters Scaled)
 PE1122
 PE1122                          SUPERSEDED SURVEY CONTROL
 PE1122
 PE1122  NGVD 29 (??/??/92)   67.173  (m)          220.38   (f) ADJ UNCH    1 1
 PE1122
 PE1122.Superseded values are not recommended for survey control.
 PE1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1122.See file dsdata.txt to determine how the superseded data were derived.
 PE1122
 PE1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK222076(NAD 83)
 PE1122_MARKER: DB = BENCH MARK DISK
 PE1122_SETTING: 66 = SET IN ROCK OUTCROP
 PE1122_SP_SET: ROCK CUT
 PE1122_STAMPING: E 166 1966
 PE1122_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1122+STABILITY: POSITION/ELEVATION WELL
 PE1122
 PE1122  HISTORY     - Date     Condition        Report By
 PE1122  HISTORY     - 1966     MONUMENTED       CGS
 PE1122  HISTORY     - 1978     MARK NOT FOUND   DOD
 PE1122
 PE1122                          STATION DESCRIPTION
 PE1122
 PE1122'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE1122'0.9 MI N FROM WINTHROP.
 PE1122'ABOUT 0.9 MILE NORTH ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE1122'STATION AT WINTHROP, ABOUT 0.6 MILE NORTH OF THE CROSSING OF
 PE1122'SUMMER STREET, ABOUT 0.5 MILE NORTH OF MILEPOST P 57/V197, IN
 PE1122'THE TOP OF A ROCK LEDGE ABOUT 1-BY-3-FOOT AND PART OF A ROCK
 PE1122'CUT THAT IS 10-FOOT HIGH AND 150 YARDS LONG, 10.0 FEET WEST OF THE
 PE1122'WEST RAIL OF THE MAIN TRACK, 171 FEET NORTH OF THE SOUTH END OF
 PE1122'THE ROCK CUT, 0.5 FOOT WEST OF THE EAST EDGE OF THE LEDGE, 4
 PE1122'FEET BELOW THE LEVEL OF THE TOP OF THE CUT, AND ABOUT 2 FEET
 PE1122'ABOVE THE LEVEL OF THE TRACK.
 PE1122
 PE1122                          STATION RECOVERY (1978)
 PE1122
 PE1122'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE1122'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0029 ***********************************************************************
 QF0029  DESIGNATION -  E 167
 QF0029  PID         -  QF0029
 QF0029  STATE/COUNTY-  ME/WASHINGTON
 QF0029  USGS QUAD   -  CALAIS (1977)
 QF0029
 QF0029                         *CURRENT SURVEY CONTROL
 QF0029  ___________________________________________________________________
 QF0029* NAD 83(1986)-  45 10 13.     (N)    067 17 27.     (W)     SCALED    
 QF0029* NAVD 88     -        19.649  (meters)      64.47   (feet)  ADJUSTED  
 QF0029  ___________________________________________________________________
 QF0029  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 QF0029  DYNAMIC HT  -          19.649 (meters)      64.47  (feet)  COMP
 QF0029  MODELED GRAV-     980,620.7   (mgal)                       NAVD 88
 QF0029
 QF0029  VERT ORDER  -  FIRST     CLASS I
 QF0029
 QF0029.The horizontal coordinates were scaled from a topographic map and have
 QF0029.an estimated accuracy of +/- 6 seconds.
 QF0029
 QF0029.The orthometric height was determined by differential leveling
 QF0029.and adjusted by the National Geodetic Survey in June 1991..
 QF0029
 QF0029.The geoid height was determined by GEOID03.
 QF0029
 QF0029.The dynamic height is computed by dividing the NAVD 88
 QF0029.geopotential number by the normal gravity value computed on the
 QF0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0029.degrees latitude (g = 980.6199 gals.).
 QF0029
 QF0029.The modeled gravity was interpolated from observed gravity values.
 QF0029
 QF0029;                    North         East    Units  Estimated Accuracy
 QF0029;SPC ME E     -   167,780.      395,050.      MT  (+/- 180 meters Scaled)
 QF0029
 QF0029                          SUPERSEDED SURVEY CONTROL
 QF0029
 QF0029  NGVD 29 (??/??/92)   19.860  (m)           65.16   (f) ADJ UNCH    1 1
 QF0029
 QF0029.Superseded values are not recommended for survey control.
 QF0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0029.See file dsdata.txt to determine how the superseded data were derived.
 QF0029
 QF0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL343032(NAD 83)
 QF0029_MARKER: DB = BENCH MARK DISK
 QF0029_SETTING: 66 = SET IN ROCK OUTCROP
 QF0029_SP_SET: BEDROCK
 QF0029_STAMPING: E 167 1966
 QF0029_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0029+STABILITY: POSITION/ELEVATION WELL
 QF0029
 QF0029  HISTORY     - Date     Condition        Report By
 QF0029  HISTORY     - 1966     MONUMENTED       CGS
 QF0029  HISTORY     - 1978     GOOD             DMA
 QF0029
 QF0029                          STATION DESCRIPTION
 QF0029
 QF0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 QF0029'1.7 MI S FROM CALAIS.
 QF0029'1.7 MILES SOUTH ALONG THE MAINE CENTRAL RAILROAD FROM THE
 QF0029'FREIGHT STATION AT CALAIS, ABOUT 0.4 MILE NORTH ALONG THE MAINE
 QF0029'CENTRAL RAILROAD FROM THE U.S. CUSTOMHOUSE AT MILLTOWN, 300 FEET
 QF0029'WEST OF THE WEST CORNER OF THE MILLTOWN FIRST BAPTIST CHURCH,
 QF0029'24.6 FEET SOUTHEAST OF THE SOUTHEAST RAIL, IN THE TOP OF A
 QF0029'9-BY-14-FOOT EXPOSED PORTION OF BEDROCK, 3.5 FEET WEST OF THE
 QF0029'EAST EDGE OF ROCK, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE
 QF0029'TRACK.
 QF0029
 QF0029                          STATION RECOVERY (1978)
 QF0029
 QF0029'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 QF0029'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0295 ***********************************************************************
 PD0295  DESIGNATION -  E 168
 PD0295  PID         -  PD0295
 PD0295  STATE/COUNTY-  ME/WASHINGTON
 PD0295  USGS QUAD   -  HARRINGTON (1975)
 PD0295
 PD0295                         *CURRENT SURVEY CONTROL
 PD0295  ___________________________________________________________________
 PD0295* NAD 83(1986)-  44 37 22.     (N)    067 49 20.     (W)     SCALED    
 PD0295* NAVD 88     -         9.084  (meters)      29.80   (feet)  ADJUSTED  
 PD0295  ___________________________________________________________________
 PD0295  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 PD0295  DYNAMIC HT  -           9.083 (meters)      29.80  (feet)  COMP
 PD0295  MODELED GRAV-     980,589.0   (mgal)                       NAVD 88
 PD0295  OBS GRAVITY -     980,589.2   (mgal)                       GRAV_OBS
 PD0295
 PD0295  VERT ORDER  -  FIRST     CLASS I
 PD0295
 PD0295.The horizontal coordinates were scaled from a topographic map and have
 PD0295.an estimated accuracy of +/- 6 seconds.
 PD0295
 PD0295.The orthometric height was determined by differential leveling
 PD0295.and adjusted by the National Geodetic Survey in June 1991..
 PD0295
 PD0295.The geoid height was determined by GEOID03.
 PD0295
 PD0295.The dynamic height is computed by dividing the NAVD 88
 PD0295.geopotential number by the normal gravity value computed on the
 PD0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0295.degrees latitude (g = 980.6199 gals.).
 PD0295
 PD0295.The modeled gravity was interpolated from observed gravity values.
 PD0295.The observed gravity was obtained from relative gravimeter ties
 PD0295.to the IGSN71 gravity network.
 PD0295
 PD0295;                    North         East    Units  Estimated Accuracy
 PD0295;SPC ME E     -   106,450.      353,790.      MT  (+/- 180 meters Scaled)
 PD0295
 PD0295                          SUPERSEDED SURVEY CONTROL
 PD0295
 PD0295  NGVD 29 (??/??/92)    9.289  (m)           30.48   (f) ADJ UNCH    1 1
 PD0295
 PD0295.Superseded values are not recommended for survey control.
 PD0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0295.See file dsdata.txt to determine how the superseded data were derived.
 PD0295
 PD0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK934417(NAD 83)
 PD0295_MARKER: DB = BENCH MARK DISK
 PD0295_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PD0295_SP_SET: STONE PARAPET WALL
 PD0295_STAMPING: E 168 1966
 PD0295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PD0295
 PD0295  HISTORY     - Date     Condition        Report By
 PD0295  HISTORY     - 1966     MONUMENTED       CGS
 PD0295  HISTORY     - 1978     POOR             DMA
 PD0295
 PD0295                          STATION DESCRIPTION
 PD0295
 PD0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PD0295'AT HARRINGTON.
 PD0295'AT HARRINGTON, ALONG THE MAINE CENTRAL RAILROAD, 0.25 MILE WEST
 PD0295'OF MILEPOST P-200/C-67, IN TOP OF THE SOUTH END OF THE EAST
 PD0295'GRANITE STONE PARAPET WALL FOR THE EAST ABUTMENT OF RAILROAD
 PD0295'BRIDGE ACROSS HARRINGTON RIVER, 10 FEET SOUTH OF THE SOUTH RAIL
 PD0295'AND ABOUT 3 FEET LOWER THAN THE TRACK.
 PD0295
 PD0295                          STATION RECOVERY (1978)
 PD0295
 PD0295'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PD0295'STTEMPS HAVE BEEN MADE TO IRY DISK UP ON ALL SIDES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0203 ***********************************************************************
 PE0203  DESIGNATION -  E 169
 PE0203  PID         -  PE0203
 PE0203  STATE/COUNTY-  ME/HANCOCK
 PE0203  USGS QUAD   -  WINTER HARBOR (1985)
 PE0203
 PE0203                         *CURRENT SURVEY CONTROL
 PE0203  ___________________________________________________________________
 PE0203* NAD 83(1986)-  44 29 28.     (N)    068 00 57.     (W)     SCALED    
 PE0203* NAVD 88     -         8.875  (meters)      29.12   (feet)  ADJUSTED  
 PE0203  ___________________________________________________________________
 PE0203  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 PE0203  DYNAMIC HT  -           8.874 (meters)      29.11  (feet)  COMP
 PE0203  MODELED GRAV-     980,576.1   (mgal)                       NAVD 88
 PE0203
 PE0203  VERT ORDER  -  SECOND    CLASS 0
 PE0203
 PE0203.The horizontal coordinates were scaled from a topographic map and have
 PE0203.an estimated accuracy of +/- 6 seconds.
 PE0203
 PE0203.The orthometric height was determined by differential leveling
 PE0203.and adjusted by the National Geodetic Survey in June 1991..
 PE0203
 PE0203.The geoid height was determined by GEOID03.
 PE0203
 PE0203.The dynamic height is computed by dividing the NAVD 88
 PE0203.geopotential number by the normal gravity value computed on the
 PE0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0203.degrees latitude (g = 980.6199 gals.).
 PE0203
 PE0203.The modeled gravity was interpolated from observed gravity values.
 PE0203
 PE0203;                    North         East    Units  Estimated Accuracy
 PE0203;SPC ME E     -    91,710.      338,510.      MT  (+/- 180 meters Scaled)
 PE0203
 PE0203                          SUPERSEDED SURVEY CONTROL
 PE0203
 PE0203  NGVD 29 (??/??/92)    9.070  (m)           29.76   (f) ADJ UNCH    2 0
 PE0203
 PE0203.Superseded values are not recommended for survey control.
 PE0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0203.See file dsdata.txt to determine how the superseded data were derived.
 PE0203
 PE0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK782268(NAD 83)
 PE0203_MARKER: DB = BENCH MARK DISK
 PE0203_SETTING: 66 = SET IN ROCK OUTCROP
 PE0203_SP_SET: BEDROCK
 PE0203_STAMPING: E 169 1966
 PE0203_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0203+STABILITY: POSITION/ELEVATION WELL
 PE0203
 PE0203  HISTORY     - Date     Condition        Report By
 PE0203  HISTORY     - 1966     MONUMENTED       CGS
 PE0203
 PE0203                          STATION DESCRIPTION
 PE0203
 PE0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE0203'2 MI NE FROM GOULDSBORO.
 PE0203'0.15 MILE NORTH ALONG STATE HIGHWAY 186 FROM THE POST OFFICE AT
 PE0203'GOULDSBORO, THENCE 1.8 MILES NORTHEAST ALONG U.S. HIGHWAY 1,
 PE0203'SET ON THE TOP OF A LARGE MASS OF SLOPING BEDROCK, (PARTLY
 PE0203'COVERED WITH GREEN MOSS), 45.5 FEET SOUTH OF THE CENTER LINE OF
 PE0203'THE HIGHWAY, 84 FEET SOUTHWEST OF CABLE LINE POLE NO. 863, AND
 PE0203'ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.  NOTE-- MARK MAY
 PE0203'BE REACHED BY GOING 3.25 MILES SOUTHWEST ALONG U.S. HIGHWAY 1
 PE0203'FROM THE BRIDGE OVER TUNK STREAM AT STEUBEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0172 ***********************************************************************
 OB0172  DESIGNATION -  E 17
 OB0172  PID         -  OB0172
 OB0172  STATE/COUNTY-  ME/SAGADAHOC
 OB0172  USGS QUAD   -  WESTPORT (1970)
 OB0172
 OB0172                         *CURRENT SURVEY CONTROL
 OB0172  ___________________________________________________________________
 OB0172* NAD 83(1986)-  43 57 41.     (N)    069 43 34.     (W)     SCALED    
 OB0172* NAVD 88     -        19.433  (meters)      63.76   (feet)  ADJUSTED  
 OB0172  ___________________________________________________________________
 OB0172  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 OB0172  DYNAMIC HT  -          19.431 (meters)      63.75  (feet)  COMP
 OB0172  MODELED GRAV-     980,522.6   (mgal)                       NAVD 88
 OB0172
 OB0172  VERT ORDER  -  SECOND    CLASS 0
 OB0172
 OB0172.The horizontal coordinates were scaled from a topographic map and have
 OB0172.an estimated accuracy of +/- 6 seconds.
 OB0172
 OB0172.The orthometric height was determined by differential leveling
 OB0172.and adjusted by the National Geodetic Survey in June 1991..
 OB0172
 OB0172.The geoid height was determined by GEOID03.
 OB0172
 OB0172.The dynamic height is computed by dividing the NAVD 88
 OB0172.geopotential number by the normal gravity value computed on the
 OB0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0172.degrees latitude (g = 980.6199 gals.).
 OB0172
 OB0172.The modeled gravity was interpolated from observed gravity values.
 OB0172
 OB0172;                    North         East    Units  Estimated Accuracy
 OB0172;SPC ME W     -   125,420.      935,360.      MT  (+/- 180 meters Scaled)
 OB0172
 OB0172                          SUPERSEDED SURVEY CONTROL
 OB0172
 OB0172  NGVD 29 (??/??/92)   19.642  (m)           64.44   (f) ADJ UNCH    2 0
 OB0172
 OB0172.Superseded values are not recommended for survey control.
 OB0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0172.See file dsdata.txt to determine how the superseded data were derived.
 OB0172
 OB0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ417678(NAD 83)
 OB0172_MARKER: DB = BENCH MARK DISK
 OB0172_SETTING: 80 = SET IN A BOULDER
 OB0172_SP_SET: BOULDER
 OB0172_STAMPING: E 17 1933
 OB0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OB0172+STABILITY: SURFACE MOTION
 OB0172
 OB0172  HISTORY     - Date     Condition        Report By
 OB0172  HISTORY     - 1933     MONUMENTED       CGS
 OB0172  HISTORY     - 1963     GOOD             NGS
 OB0172  HISTORY     - 1976     GOOD             MEDT
 OB0172
 OB0172                          STATION DESCRIPTION
 OB0172
 OB0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 OB0172'4.6 MI SW FROM WISCASSET.
 OB0172'4.6 MILES SOUTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM THE STATION
 OB0172'AT WISCASSET, SET ON THE TOP OF A LARGE 6-BY-8 FOOT BURIED BOULDER
 OB0172'WHICH PROJECTS 4 FEET ABOVE THE GROUND, 12.3 FEET SOUTH OF THE SOUTH
 OB0172'RAIL, 178.0 FEET WEST OF THE WEST SIDE OF THE LARGE U. S. HIGHWAY 1
 OB0172'OVERPASS OVER TRACK, 22 FEET NORTHEAST OF THE 2ND TELEPHONE POLE WEST
 OB0172'OF THE OVERPASS, 42.0 FEET WEST OF A STEEL POST SUPPORTING A RAILROAD
 OB0172'TELL TALE, AND ABOUT 6 FEET ABOVE THE LEVEL OF THE TRACK.
 OB0172
 OB0172                          STATION RECOVERY (1976)
 OB0172
 OB0172'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1976
 OB0172'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0413 ***********************************************************************
 PE0413  DESIGNATION -  E 170
 PE0413  PID         -  PE0413
 PE0413  STATE/COUNTY-  ME/HANCOCK
 PE0413  USGS QUAD   -  GREEN LAKE (1982)
 PE0413
 PE0413                         *CURRENT SURVEY CONTROL
 PE0413  ___________________________________________________________________
 PE0413* NAD 83(1986)-  44 41 58.     (N)    068 36 06.     (W)     SCALED    
 PE0413* NAVD 88     -        78.084  (meters)     256.18   (feet)  ADJUSTED  
 PE0413  ___________________________________________________________________
 PE0413  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 PE0413  DYNAMIC HT  -          78.078 (meters)     256.16  (feet)  COMP
 PE0413  MODELED GRAV-     980,544.7   (mgal)                       NAVD 88
 PE0413
 PE0413  VERT ORDER  -  FIRST     CLASS I
 PE0413
 PE0413.The horizontal coordinates were scaled from a topographic map and have
 PE0413.an estimated accuracy of +/- 6 seconds.
 PE0413
 PE0413.The orthometric height was determined by differential leveling
 PE0413.and adjusted by the National Geodetic Survey in June 1991..
 PE0413
 PE0413.The geoid height was determined by GEOID03.
 PE0413
 PE0413.The dynamic height is computed by dividing the NAVD 88
 PE0413.geopotential number by the normal gravity value computed on the
 PE0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0413.degrees latitude (g = 980.6199 gals.).
 PE0413
 PE0413.The modeled gravity was interpolated from observed gravity values.
 PE0413
 PE0413;                    North         East    Units  Estimated Accuracy
 PE0413;SPC ME E     -   114,750.      291,940.      MT  (+/- 180 meters Scaled)
 PE0413
 PE0413                          SUPERSEDED SURVEY CONTROL
 PE0413
 PE0413  NGVD 29 (??/??/92)   78.281  (m)          256.83   (f) ADJ UNCH    1 1
 PE0413
 PE0413.Superseded values are not recommended for survey control.
 PE0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0413.See file dsdata.txt to determine how the superseded data were derived.
 PE0413
 PE0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK315496(NAD 83)
 PE0413_MARKER: DB = BENCH MARK DISK
 PE0413_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PE0413_SP_SET: 12.0 FEET
 PE0413_STAMPING: E 170 1966
 PE0413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0413
 PE0413  HISTORY     - Date     Condition        Report By
 PE0413  HISTORY     - 1966     MONUMENTED       CGS
 PE0413  HISTORY     - 1978     POOR             DMA
 PE0413  HISTORY     - 1987     GOOD             USPSQD
 PE0413
 PE0413                          STATION DESCRIPTION
 PE0413
 PE0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE0413'3.3 MI SE FROM EAST HOLDEN.
 PE0413'3.3 MILES SOUTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE0413'CROSSING OF STATE HIGHWAY 46 AT EAST HOLDEN, ABOUT 0.2 MILE
 PE0413'NORTH OF MILEPOST P151/C119, 79 FEET SOUTH OF THE CENTER OF A
 PE0413'ROAD CROSSING, 74 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF
 PE0413'ROAD AND A PRIVATE DRIVE LEADING TO A BEACH ON PHILLIPS LAKE,
 PE0413'20.9 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 1.2 FEET NORTHWEST
 PE0413'OF A METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF
 PE0413'THE TRACK, AND IS A DISK ON A COPPER COATED STEEL ROD PROJECTING
 PE0413'0.3 FOOT AND PROTECTED BY A 5-INCH IRON PIPE PROJECTING 0.5
 PE0413'FOOT.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH 12.0 FEET.
 PE0413
 PE0413                          STATION RECOVERY (1978)
 PE0413
 PE0413'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PE0413'IT APPEARS THAT AN ATTEMPT HAS BEEN MADE TO BREAK OFF MONUMENT.
 PE0413'MONUMENT IS BENT UPWARD ON ONE SIDE.
 PE0413
 PE0413                          STATION RECOVERY (1987)
 PE0413
 PE0413'RECOVERY NOTE BY US POWER SQUADRON 1987 (ELG)
 PE0413'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0723 ***********************************************************************
 PF0723  DESIGNATION -  E 171
 PF0723  PID         -  PF0723
 PF0723  STATE/COUNTY-  ME/ANDROSCOGGIN
 PF0723  USGS QUAD   -  MINOT (1981)
 PF0723
 PF0723                         *CURRENT SURVEY CONTROL
 PF0723  ___________________________________________________________________
 PF0723* NAD 83(1986)-  44 03 33.     (N)    070 17 23.     (W)     SCALED    
 PF0723* NAVD 88     -        71.997  (meters)     236.21   (feet)  ADJUSTED  
 PF0723  ___________________________________________________________________
 PF0723  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 PF0723  DYNAMIC HT  -          71.988 (meters)     236.18  (feet)  COMP
 PF0723  MODELED GRAV-     980,495.9   (mgal)                       NAVD 88
 PF0723
 PF0723  VERT ORDER  -  FIRST     CLASS II
 PF0723
 PF0723.The horizontal coordinates were scaled from a topographic map and have
 PF0723.an estimated accuracy of +/- 6 seconds.
 PF0723
 PF0723.The orthometric height was determined by differential leveling
 PF0723.and adjusted by the National Geodetic Survey in June 1991..
 PF0723
 PF0723.The geoid height was determined by GEOID03.
 PF0723
 PF0723.The dynamic height is computed by dividing the NAVD 88
 PF0723.geopotential number by the normal gravity value computed on the
 PF0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0723.degrees latitude (g = 980.6199 gals.).
 PF0723
 PF0723.The modeled gravity was interpolated from observed gravity values.
 PF0723
 PF0723;                    North         East    Units  Estimated Accuracy
 PF0723;SPC ME W     -   136,200.      890,140.      MT  (+/- 180 meters Scaled)
 PF0723
 PF0723                          SUPERSEDED SURVEY CONTROL
 PF0723
 PF0723.No superseded survey control is available for this station.
 PF0723
 PF0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ967792(NAD 83)
 PF0723_MARKER: DB = BENCH MARK DISK
 PF0723_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PF0723_SP_SET: STAINLESS STEEL ROD
 PF0723_STAMPING: E 171 1978
 PF0723_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0723
 PF0723  HISTORY     - Date     Condition        Report By
 PF0723  HISTORY     - 1978     MONUMENTED       NGS
 PF0723
 PF0723                          STATION DESCRIPTION
 PF0723
 PF0723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PF0723'4.1 MI NW FROM DANVILLE JUNCTION.
 PF0723'2.45 MI. NORTHWEST ALONG THE CANADIAN NATIONAL RAILROAD FROM THE
 PF0723'STATION AT DANVILLE JUNCTION, THENCE 1.15 MI. NORTHEAST ALONG LEWISTON
 PF0723'JUNCTION ROAD, THENCE 0.5 MI. NORTHWEST ALONG HARDSCRABBLE ROAD, AT
 PF0723'THE T-JUNCTION OF A DIM FIELD ACCESS ROAD, 18.5 FT. SOUTHWEST OF THE
 PF0723'CENTER LINE OF HARDSCRABBLE ROAD, 393 FT. SOUTHEAST OF THE CENTER LINE
 PF0723'OF A GRAVEL DRIVE LEADING TO THE PUNKIN PINE FARM HOUSE AND BARN,(THE
 PF0723'DWYER RESIDENCE, NUMBER 95), 14 FT. SOUTHEAST OF THE CENTER LINE OF
 PF0723'THE FIELD ROAD, 1.2 FT. NORTHWEST OF POWER POLE 27, THE DISK IS 3
 PF0723'INCHES BELOW THE SURFACE OF GROUND, ACCESS TO WHICH IS HAD THROUGH
 PF0723'A 4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0753 ***********************************************************************
 PF0753  DESIGNATION -  E 172
 PF0753  PID         -  PF0753
 PF0753  STATE/COUNTY-  ME/OXFORD
 PF0753  USGS QUAD   -  WEST PARIS (1967)
 PF0753
 PF0753                         *CURRENT SURVEY CONTROL
 PF0753  ___________________________________________________________________
 PF0753* NAD 83(1986)-  44 17 28.     (N)    070 31 40.     (W)     SCALED    
 PF0753* NAVD 88     -       137.995  (meters)     452.74   (feet)  ADJUSTED  
 PF0753  ___________________________________________________________________
 PF0753  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 PF0753  DYNAMIC HT  -         137.976 (meters)     452.68  (feet)  COMP
 PF0753  MODELED GRAV-     980,477.8   (mgal)                       NAVD 88
 PF0753
 PF0753  VERT ORDER  -  FIRST     CLASS II
 PF0753
 PF0753.The horizontal coordinates were scaled from a topographic map and have
 PF0753.an estimated accuracy of +/- 6 seconds.
 PF0753
 PF0753.The orthometric height was determined by differential leveling
 PF0753.and adjusted by the National Geodetic Survey in June 1991..
 PF0753
 PF0753.The geoid height was determined by GEOID03.
 PF0753
 PF0753.The dynamic height is computed by dividing the NAVD 88
 PF0753.geopotential number by the normal gravity value computed on the
 PF0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0753.degrees latitude (g = 980.6199 gals.).
 PF0753
 PF0753.The modeled gravity was interpolated from observed gravity values.
 PF0753
 PF0753;                    North         East    Units  Estimated Accuracy
 PF0753;SPC ME W     -   162,020.      871,180.      MT  (+/- 180 meters Scaled)
 PF0753
 PF0753                          SUPERSEDED SURVEY CONTROL
 PF0753
 PF0753.No superseded survey control is available for this station.
 PF0753
 PF0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK781053(NAD 83)
 PF0753_MARKER: DB = BENCH MARK DISK
 PF0753_SETTING: 66 = SET IN ROCK OUTCROP
 PF0753_SP_SET: ROCK LEDGE
 PF0753_STAMPING: E 172 1978
 PF0753_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PF0753+STABILITY: POSITION/ELEVATION WELL
 PF0753
 PF0753  HISTORY     - Date     Condition        Report By
 PF0753  HISTORY     - 1978     MONUMENTED       NGS
 PF0753
 PF0753                          STATION DESCRIPTION
 PF0753
 PF0753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PF0753'4.65 MI NORTH FROM SOUTH PARIS.
 PF0753'4.65 MILES NORTH ALONG STATE HIGHWAY 26 FROM THE POST OFFICE AT SOUTH
 PF0753'PARIS, 4.0 MILES SOUTHEAST OF THE POST OFFICE AT WEST PARIS, 1.0 MI.
 PF0753'SOUTH OF THE SOUTH ENTRANCE TO THE SNOW FALLS ROADSIDE PARK, AT A
 PF0753'SMALL STAND OF SUMAC TREES, IN THE TOP OF A 4-FOOT ROCK LEDGE, 115.7
 PF0753'FT.NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 152.4 FT. NORTHEAST OF
 PF0753'AND ACROSS THE HIGHWAY FROM POWER POLE 172, 76 FT. NORTHEAST OF POWER
 PF0753'LINE GUY POLE, 18.4 FT. SOUTHEAST OF A 14-INCH PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0784 ***********************************************************************
 PF0784  DESIGNATION -  E 173
 PF0784  PID         -  PF0784
 PF0784  STATE/COUNTY-  ME/OXFORD
 PF0784  USGS QUAD   -  GILEAD (1970)
 PF0784
 PF0784                         *CURRENT SURVEY CONTROL
 PF0784  ___________________________________________________________________
 PF0784* NAD 83(1986)-  44 24 17.     (N)    070 55 28.     (W)     SCALED    
 PF0784* NAVD 88     -       224.938  (meters)     737.98   (feet)  ADJUSTED  
 PF0784  ___________________________________________________________________
 PF0784  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 PF0784  DYNAMIC HT  -         224.907 (meters)     737.88  (feet)  COMP
 PF0784  MODELED GRAV-     980,476.3   (mgal)                       NAVD 88
 PF0784
 PF0784  VERT ORDER  -  FIRST     CLASS II
 PF0784
 PF0784.The horizontal coordinates were scaled from a topographic map and have
 PF0784.an estimated accuracy of +/- 6 seconds.
 PF0784
 PF0784.The orthometric height was determined by differential leveling
 PF0784.and adjusted by the National Geodetic Survey in June 1991..
 PF0784
 PF0784.The geoid height was determined by GEOID03.
 PF0784
 PF0784.The dynamic height is computed by dividing the NAVD 88
 PF0784.geopotential number by the normal gravity value computed on the
 PF0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0784.degrees latitude (g = 980.6199 gals.).
 PF0784
 PF0784.The modeled gravity was interpolated from observed gravity values.
 PF0784
 PF0784;                    North         East    Units  Estimated Accuracy
 PF0784;SPC ME W     -   174,860.      839,640.      MT  (+/- 180 meters Scaled)
 PF0784
 PF0784                          SUPERSEDED SURVEY CONTROL
 PF0784
 PF0784.No superseded survey control is available for this station.
 PF0784
 PF0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK467186(NAD 83)
 PF0784_MARKER: DB = BENCH MARK DISK
 PF0784_SETTING: 66 = SET IN ROCK OUTCROP
 PF0784_SP_SET: OUTCROP
 PF0784_STAMPING: E 173 1978
 PF0784_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PF0784+STABILITY: POSITION/ELEVATION WELL
 PF0784
 PF0784  HISTORY     - Date     Condition        Report By
 PF0784  HISTORY     - 1978     MONUMENTED       NGS
 PF0784
 PF0784                          STATION DESCRIPTION
 PF0784
 PF0784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PF0784'2.7 MI EAST FROM GILEAD.
 PF0784'2.95 MILES EAST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF STATE
 PF0784'HIGHWAY 113 AT GILEAD, 3.2 MILES WEST OF THE POST OFFICE AT WEST
 PF0784'BETHEL, INSIDE A CURVE OPPOSITE A GALVANIZED METAL GUARD RAIL,
 PF0784'30.8 FT. SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 431 FT.
 PF0784'SOUTHWEST OF THE NORTHEAST END OF THE GUARD RAIL, 46.6 FT. SOUTHWEST
 PF0784'OF POWER POLE 206, 15 FT. SOUTH OF A POINT DIRECTLY OVER THE SOUTHEAST
 PF0784'END OF AN 18-INCH METAL CULVERT INSIDE A RIGHT ANGLE CONCRETE HEAD
 PF0784'WALL, IN THE TOP OF A 3 BY 4-FT. ROCK OUTCROP, 4 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1553 ***********************************************************************
 PE1553  DESIGNATION -  E 175
 PE1553  PID         -  PE1553
 PE1553  STATE/COUNTY-  ME/PENOBSCOT
 PE1553  USGS QUAD   -  BANGOR (1991)
 PE1553
 PE1553                         *CURRENT SURVEY CONTROL
 PE1553  ___________________________________________________________________
 PE1553* NAD 83(1986)-  44 49 54.     (N)    068 50 21.     (W)     SCALED    
 PE1553* NAVD 88     -        43.598  (meters)     143.04   (feet)  ADJUSTED  
 PE1553  ___________________________________________________________________
 PE1553  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 PE1553  DYNAMIC HT  -          43.596 (meters)     143.03  (feet)  COMP
 PE1553  MODELED GRAV-     980,580.0   (mgal)                       NAVD 88
 PE1553
 PE1553  VERT ORDER  -  FIRST     CLASS II
 PE1553
 PE1553.The horizontal coordinates were scaled from a topographic map and have
 PE1553.an estimated accuracy of +/- 6 seconds.
 PE1553
 PE1553.The orthometric height was determined by differential leveling
 PE1553.and adjusted by the National Geodetic Survey in June 1991..
 PE1553
 PE1553.The geoid height was determined by GEOID03.
 PE1553
 PE1553.The dynamic height is computed by dividing the NAVD 88
 PE1553.geopotential number by the normal gravity value computed on the
 PE1553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1553.degrees latitude (g = 980.6199 gals.).
 PE1553
 PE1553.The modeled gravity was interpolated from observed gravity values.
 PE1553
 PE1553;                    North         East    Units  Estimated Accuracy
 PE1553;SPC ME E     -   129,490.      273,180.      MT  (+/- 180 meters Scaled)
 PE1553
 PE1553                          SUPERSEDED SURVEY CONTROL
 PE1553
 PE1553.No superseded survey control is available for this station.
 PE1553
 PE1553_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK127642(NAD 83)
 PE1553_MARKER: DB = BENCH MARK DISK
 PE1553_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PE1553_SP_SET: STAINLESS STEEL ROD
 PE1553_STAMPING: E 175 1978
 PE1553_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE1553
 PE1553  HISTORY     - Date     Condition        Report By
 PE1553  HISTORY     - 1978     MONUMENTED       NGS
 PE1553  HISTORY     - 1980     GOOD             USGS
 PE1553  HISTORY     - 19910528 MARK NOT FOUND   USPSQD
 PE1553
 PE1553                          STATION DESCRIPTION
 PE1553
 PE1553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PE1553'3.8 MI NW FROM BANGOR.
 PE1553'3.8 MILES NORTHWEST ALONG UNION STREET FROM ITS JUNCTION WITH U.S.
 PE1553'HIGHWAY 2, 24.5 FT. NORTHEAST OF THE CENTER LINE OF UNION STREET, 58
 PE1553'FT. SOUTHEAST OF THE CENTER LINE OF DAVIS ROAD, 3 FT. SOUTHEAST OF
 PE1553'POWER POLE 80-168 WITH A STREET LIGHT AND WIRES LEADING NORTHWEST,
 PE1553'NORTH AND SOUTHEAST,THE DISK IS 5 INCHES BELOW GROUND,
 PE1553'ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTICE SCREW PLUG.
 PE1553'PLASTIC SCREW PLUG.
 PE1553
 PE1553                          STATION RECOVERY (1980)
 PE1553
 PE1553'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 PE1553'RECOVERED IN GOOD CONDITION.
 PE1553
 PE1553                          STATION RECOVERY (1991)
 PE1553
 PE1553'RECOVERY NOTE BY US POWER SQUADRON 1991 (ELG)
 PE1553'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1101 ***********************************************************************
 QG1101  DESIGNATION -  E 176
 QG1101  PID         -  QG1101
 QG1101  STATE/COUNTY-  ME/PENOBSCOT
 QG1101  USGS QUAD   -  BRADFORD (1983)
 QG1101
 QG1101                         *CURRENT SURVEY CONTROL
 QG1101  ___________________________________________________________________
 QG1101* NAD 83(1986)-  45 05 02.     (N)    068 56 49.     (W)     SCALED    
 QG1101* NAVD 88     -        98.605  (meters)     323.51   (feet)  ADJUSTED  
 QG1101  ___________________________________________________________________
 QG1101  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 QG1101  DYNAMIC HT  -          98.603 (meters)     323.50  (feet)  COMP
 QG1101  MODELED GRAV-     980,595.9   (mgal)                       NAVD 88
 QG1101
 QG1101  VERT ORDER  -  FIRST     CLASS II
 QG1101
 QG1101.The horizontal coordinates were scaled from a topographic map and have
 QG1101.an estimated accuracy of +/- 6 seconds.
 QG1101
 QG1101.The orthometric height was determined by differential leveling
 QG1101.and adjusted by the National Geodetic Survey in June 1991..
 QG1101
 QG1101.The geoid height was determined by GEOID03.
 QG1101
 QG1101.The dynamic height is computed by dividing the NAVD 88
 QG1101.geopotential number by the normal gravity value computed on the
 QG1101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1101.degrees latitude (g = 980.6199 gals.).
 QG1101
 QG1101.The modeled gravity was interpolated from observed gravity values.
 QG1101
 QG1101;                    North         East    Units  Estimated Accuracy
 QG1101;SPC ME E     -   157,560.      264,820.      MT  (+/- 180 meters Scaled)
 QG1101
 QG1101                          SUPERSEDED SURVEY CONTROL
 QG1101
 QG1101.No superseded survey control is available for this station.
 QG1101
 QG1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK041922(NAD 83)
 QG1101_MARKER: DB = BENCH MARK DISK
 QG1101_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QG1101_SP_SET: STAINLESS STEEL ROD
 QG1101_STAMPING: E 176 1978
 QG1101_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG1101
 QG1101  HISTORY     - Date     Condition        Report By
 QG1101  HISTORY     - 1978     MONUMENTED       NGS
 QG1101
 QG1101                          STATION DESCRIPTION
 QG1101
 QG1101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1101'7.1 MI NORTH FROM HUDSON.
 QG1101'7.1 MILES NORTH ALONG STATE HIGHWAY 221 FROM ITS JUNCTION WITH STATE
 QG1101'HIGHWAY 43 AT HUDSON, 23 FT. WEST OF THE CENTER LINE OF STATE
 QG1101'HIGHWAY 221, 159 FT. NORTH OF THE NORTHEAST CORNER OF A TWO STORY
 QG1101'WOOD FRAME HOUSE OWNED BY A. DOTY, 51 FT. WEST OF POWER POLE 29.
 QG1101'THE DISK IS 5 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH
 QG1101'A 4-INCH PLASTICE SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0971 ***********************************************************************
 QG0971  DESIGNATION -  E 177
 QG0971  PID         -  QG0971
 QG0971  STATE/COUNTY-  ME/PISCATAQUIS
 QG0971  USGS QUAD   -  SOUTH SEBEC (1983)
 QG0971
 QG0971                         *CURRENT SURVEY CONTROL
 QG0971  ___________________________________________________________________
 QG0971* NAD 83(1986)-  45 13 51.     (N)    069 04 58.     (W)     SCALED    
 QG0971* NAVD 88     -       143.142  (meters)     469.62   (feet)  ADJUSTED  
 QG0971  ___________________________________________________________________
 QG0971  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 QG0971  DYNAMIC HT  -         143.139 (meters)     469.62  (feet)  COMP
 QG0971  MODELED GRAV-     980,596.9   (mgal)                       NAVD 88
 QG0971
 QG0971  VERT ORDER  -  FIRST     CLASS II
 QG0971
 QG0971.The horizontal coordinates were scaled from a topographic map and have
 QG0971.an estimated accuracy of +/- 6 seconds.
 QG0971
 QG0971.The orthometric height was determined by differential leveling
 QG0971.and adjusted by the National Geodetic Survey in June 1991..
 QG0971
 QG0971.The geoid height was determined by GEOID03.
 QG0971
 QG0971.The dynamic height is computed by dividing the NAVD 88
 QG0971.geopotential number by the normal gravity value computed on the
 QG0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0971.degrees latitude (g = 980.6199 gals.).
 QG0971
 QG0971.The modeled gravity was interpolated from observed gravity values.
 QG0971
 QG0971;                    North         East    Units  Estimated Accuracy
 QG0971;SPC ME E     -   173,960.      254,240.      MT  (+/- 180 meters Scaled)
 QG0971
 QG0971                          SUPERSEDED SURVEY CONTROL
 QG0971
 QG0971.No superseded survey control is available for this station.
 QG0971
 QG0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL935085(NAD 83)
 QG0971_MARKER: DB = BENCH MARK DISK
 QG0971_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QG0971_SP_SET: STAINLESS STEEL ROD
 QG0971_STAMPING: E 177 1978
 QG0971_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG0971
 QG0971  HISTORY     - Date     Condition        Report By
 QG0971  HISTORY     - 1978     MONUMENTED       NGS
 QG0971
 QG0971                          STATION DESCRIPTION
 QG0971
 QG0971'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG0971'5.0 MI WEST FROM MILO.
 QG0971'5.0 MILES WEST ALONG STATE HIGHWAY 6 FROM ITS JUNCTION WITH STATE
 QG0971'HIGHWAY 11 AT ELM STREET, 36.0 FT. SOUTH OF THE CENTER LINE OF THE
 QG0971'HIGHWAY, 56.0 FT. NORTHWEST OF THE NORTHWEST CORNER OF A TWO STORY
 QG0971'WOOD FRAME HOUSE OWNED BY ARTHUR H. ENGLAND, 3 FT. SOUTH OF
 QG0971'TELEPHONE POLE 49 WITH ONE GUY WIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1002 ***********************************************************************
 QG1002  DESIGNATION -  E 178
 QG1002  PID         -  QG1002
 QG1002  STATE/COUNTY-  ME/PISCATAQUIS
 QG1002  USGS QUAD   -  GUILFORD (1984)
 QG1002
 QG1002                         *CURRENT SURVEY CONTROL
 QG1002  ___________________________________________________________________
 QG1002* NAD 83(1986)-  45 10 04.     (N)    069 23 08.     (W)     SCALED    
 QG1002* NAVD 88     -       122.690  (meters)     402.53   (feet)  ADJUSTED  
 QG1002  ___________________________________________________________________
 QG1002  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 QG1002  DYNAMIC HT  -         122.686 (meters)     402.51  (feet)  COMP
 QG1002  MODELED GRAV-     980,588.2   (mgal)                       NAVD 88
 QG1002
 QG1002  VERT ORDER  -  FIRST     CLASS II
 QG1002
 QG1002.The horizontal coordinates were scaled from a topographic map and have
 QG1002.an estimated accuracy of +/- 6 seconds.
 QG1002
 QG1002.The orthometric height was determined by differential leveling
 QG1002.and adjusted by the National Geodetic Survey in June 1991..
 QG1002
 QG1002.The geoid height was determined by GEOID03.
 QG1002
 QG1002.The dynamic height is computed by dividing the NAVD 88
 QG1002.geopotential number by the normal gravity value computed on the
 QG1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1002.degrees latitude (g = 980.6199 gals.).
 QG1002
 QG1002.The modeled gravity was interpolated from observed gravity values.
 QG1002
 QG1002;                    North         East    Units  Estimated Accuracy
 QG1002;SPC ME E     -   167,170.      230,390.      MT  (+/- 180 meters Scaled)
 QG1002
 QG1002                          SUPERSEDED SURVEY CONTROL
 QG1002
 QG1002.No superseded survey control is available for this station.
 QG1002
 QG1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL697016(NAD 83)
 QG1002_MARKER: DB = BENCH MARK DISK
 QG1002_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QG1002_SP_SET: CONCRETE ABUTMENT
 QG1002_STAMPING: E 178 1978
 QG1002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG1002
 QG1002  HISTORY     - Date     Condition        Report By
 QG1002  HISTORY     - 1978     MONUMENTED       NGS
 QG1002
 QG1002                          STATION DESCRIPTION
 QG1002
 QG1002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1002'GUILFORD.
 QG1002'SET IN TOP OF THE SOUTHEAST CORNER OF THE SOUTH ABUTMENT OF THE
 QG1002'GUILFORD MEMORIAL BRIDGE OVER THE PISCATAQUIS RIVER, 18.8 FT EAST
 QG1002'OF THE CENTER LINE OF STATE HIGHWAY 6, 48.6 FT EAST OF THE NORTHEAST
 QG1002'CORNER OF A TWO STORY BRICK BUILDING AT THE SOUTHWEST END OF THE
 QG1002'BRIDGE, 34 FT NORTH OF POWER POLE 1/2 WITH ONE TRANSFORMER, 30.5
 QG1002'FT NORTH OF THE SOUTHEAST END OF THE SOUTH ABUTMENT OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1030 ***********************************************************************
 QG1030  DESIGNATION -  E 179
 QG1030  PID         -  QG1030
 QG1030  STATE/COUNTY-  ME/PISCATAQUIS
 QG1030  USGS QUAD   -  MONSON WEST (1989)
 QG1030
 QG1030                         *CURRENT SURVEY CONTROL
 QG1030  ___________________________________________________________________
 QG1030* NAD 83(1986)-  45 21 32.     (N)    069 36 08.     (W)     SCALED    
 QG1030* NAVD 88     -       375.418  (meters)    1231.68   (feet)  ADJUSTED  
 QG1030  ___________________________________________________________________
 QG1030  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 QG1030  DYNAMIC HT  -         375.399 (meters)    1231.62  (feet)  COMP
 QG1030  MODELED GRAV-     980,553.6   (mgal)                       NAVD 88
 QG1030
 QG1030  VERT ORDER  -  FIRST     CLASS II
 QG1030
 QG1030.The horizontal coordinates were scaled from a topographic map and have
 QG1030.an estimated accuracy of +/- 6 seconds.
 QG1030
 QG1030.The orthometric height was determined by differential leveling
 QG1030.and adjusted by the National Geodetic Survey in June 1991..
 QG1030
 QG1030.The geoid height was determined by GEOID03.
 QG1030
 QG1030.The dynamic height is computed by dividing the NAVD 88
 QG1030.geopotential number by the normal gravity value computed on the
 QG1030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1030.degrees latitude (g = 980.6199 gals.).
 QG1030
 QG1030.The modeled gravity was interpolated from observed gravity values.
 QG1030
 QG1030;                    North         East    Units  Estimated Accuracy
 QG1030;SPC ME E     -   188,620.      213,650.      MT  (+/- 180 meters Scaled)
 QG1030
 QG1030                          SUPERSEDED SURVEY CONTROL
 QG1030
 QG1030.No superseded survey control is available for this station.
 QG1030
 QG1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL528229(NAD 83)
 QG1030_MARKER: DB = BENCH MARK DISK
 QG1030_SETTING: 66 = SET IN ROCK OUTCROP
 QG1030_SP_SET: ROCK OUTCROP
 QG1030_STAMPING: E 179 1978
 QG1030_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG1030+STABILITY: POSITION/ELEVATION WELL
 QG1030
 QG1030  HISTORY     - Date     Condition        Report By
 QG1030  HISTORY     - 1978     MONUMENTED       NGS
 QG1030
 QG1030                          STATION DESCRIPTION
 QG1030
 QG1030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1030'1.05 MI SE FROM SHIRLEY MILLS.
 QG1030'0.2 MILES EAST ALONG A PAVED ROAD FROM THE SHIRLEY MILLS TOWN
 QG1030'HALL TO A Y JUNCTION THENCE 0.85 MILES SOUTHEAST ALONG A PAVED
 QG1030'ROAD, 96.5 FT. SOUTHWEST OF THE CENTER LINE OF THE ROAD, 72.1 FT.
 QG1030'SOUTHWEST OF POWER POLE 19 WITH ONE GUY WIRE AND ONE TRANSFORMER,
 QG1030'55.0 FT. SOUTHEAST OF THE CENTER LINE OF A GRAVEL DRIVE LEADING
 QG1030'SOUTHWEST, 34.1 FT. NORTHWEST OF A GRAVEL DRIVE LEADING SOUTHWEST,
 QG1030'ALSO 0.9 MILES NORTHWEST ALONG A PAVED ROAD FROM ITS JUNCTION WITH
 QG1030'STATE HIGHWAY 6 AT LOWER SHIRLEY CORNERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1058 ***********************************************************************
 QG1058  DESIGNATION -  E 180
 QG1058  PID         -  QG1058
 QG1058  STATE/COUNTY-  ME/PISCATAQUIS
 QG1058  USGS QUAD   -  MOOSEHEAD (1989)
 QG1058
 QG1058                         *CURRENT SURVEY CONTROL
 QG1058  ___________________________________________________________________
 QG1058* NAD 83(1986)-  45 32 54.     (N)    069 41 48.     (W)     SCALED    
 QG1058* NAVD 88     -       341.431  (meters)    1120.18   (feet)  ADJUSTED  
 QG1058  ___________________________________________________________________
 QG1058  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 QG1058  DYNAMIC HT  -         341.422 (meters)    1120.15  (feet)  COMP
 QG1058  MODELED GRAV-     980,578.8   (mgal)                       NAVD 88
 QG1058
 QG1058  VERT ORDER  -  FIRST     CLASS II
 QG1058
 QG1058.The horizontal coordinates were scaled from a topographic map and have
 QG1058.an estimated accuracy of +/- 6 seconds.
 QG1058
 QG1058.The orthometric height was determined by differential leveling
 QG1058.and adjusted by the National Geodetic Survey in June 1991..
 QG1058
 QG1058.The geoid height was determined by GEOID03.
 QG1058
 QG1058.The dynamic height is computed by dividing the NAVD 88
 QG1058.geopotential number by the normal gravity value computed on the
 QG1058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1058.degrees latitude (g = 980.6199 gals.).
 QG1058
 QG1058.The modeled gravity was interpolated from observed gravity values.
 QG1058
 QG1058;                    North         East    Units  Estimated Accuracy
 QG1058;SPC ME E     -   209,770.      206,560.      MT  (+/- 180 meters Scaled)
 QG1058
 QG1058                          SUPERSEDED SURVEY CONTROL
 QG1058
 QG1058.No superseded survey control is available for this station.
 QG1058
 QG1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL456441(NAD 83)
 QG1058_MARKER: DB = BENCH MARK DISK
 QG1058_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QG1058_SP_SET: STAINLESS STEEL ROD
 QG1058_STAMPING: E 180 1978
 QG1058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG1058
 QG1058  HISTORY     - Date     Condition        Report By
 QG1058  HISTORY     - 1978     MONUMENTED       NGS
 QG1058
 QG1058                          STATION DESCRIPTION
 QG1058
 QG1058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1058'9.6 MI NW FROM GREENVILLE.
 QG1058'9.6 MILES NORTHWEST ALONG STATE HIGHWAY 6 FROM THE GREENVILLE
 QG1058'TOWN HALL, 25.6 FT EAST OF THE CENTER LINE OF THE HIGHWAY, 0.35
 QG1058'MILE SOUTH OF THE MIDDLE OF A CURVE IN THE HIGHWAY, 0.25 MILE
 QG1058'NORTH OF A CURVE IN THE HIGHWAY, 0.15 MILE SOUTH  OF A LOGGING
 QG1058'ROAD LEADING WEST, 3.3 FT NORTH OF POWER POLE 259, ALSO 0.25 MILE
 QG1058'SOUTHWEST ALONG LAKE STREET FROM THE ROCKWOOD POST OFFICE, THENCE
 QG1058'9.45 MILES SOUTH STATE HIGHWAY 6.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1088 ***********************************************************************
 QG1088  DESIGNATION -  E 181
 QG1088  PID         -  QG1088
 QG1088  STATE/COUNTY-  ME/SOMERSET
 QG1088  USGS QUAD   -  MISERY KNOB (1988)
 QG1088
 QG1088                         *CURRENT SURVEY CONTROL
 QG1088  ___________________________________________________________________
 QG1088* NAD 83(1986)-  45 36 19.     (N)    069 58 00.     (W)     SCALED    
 QG1088* NAVD 88     -       438.228  (meters)    1437.75   (feet)  ADJUSTED  
 QG1088  ___________________________________________________________________
 QG1088  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 QG1088  DYNAMIC HT  -         438.209 (meters)    1437.69  (feet)  COMP
 QG1088  MODELED GRAV-     980,558.7   (mgal)                       NAVD 88
 QG1088  OBS GRAVITY -     980,557.9   (mgal)                       GRAV_OBS
 QG1088
 QG1088  VERT ORDER  -  FIRST     CLASS II
 QG1088
 QG1088.The horizontal coordinates were scaled from a topographic map and have
 QG1088.an estimated accuracy of +/- 6 seconds.
 QG1088
 QG1088.The orthometric height was determined by differential leveling
 QG1088.and adjusted by the National Geodetic Survey in June 1991..
 QG1088
 QG1088.The geoid height was determined by GEOID03.
 QG1088
 QG1088.The dynamic height is computed by dividing the NAVD 88
 QG1088.geopotential number by the normal gravity value computed on the
 QG1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1088.degrees latitude (g = 980.6199 gals.).
 QG1088
 QG1088.The modeled gravity was interpolated from observed gravity values.
 QG1088.The observed gravity was obtained from relative gravimeter ties
 QG1088.to the IGSN71 gravity network.
 QG1088
 QG1088;                    North         East    Units  Estimated Accuracy
 QG1088;SPC ME W     -   308,020.      915,600.      MT  (+/- 180 meters Scaled)
 QG1088
 QG1088                          SUPERSEDED SURVEY CONTROL
 QG1088
 QG1088.No superseded survey control is available for this station.
 QG1088
 QG1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL246506(NAD 83)
 QG1088_MARKER: DB = BENCH MARK DISK
 QG1088_SETTING: 66 = SET IN ROCK OUTCROP
 QG1088_SP_SET: ROCK OUTCROP
 QG1088_STAMPING: E 181
 QG1088_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG1088+STABILITY: POSITION/ELEVATION WELL
 QG1088
 QG1088  HISTORY     - Date     Condition        Report By
 QG1088  HISTORY     - 1978     MONUMENTED       NGS
 QG1088
 QG1088                          STATION DESCRIPTION
 QG1088
 QG1088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1088'14.8 MI WEST FROM ROCKWOOD.
 QG1088'0.45 MILES NORTHWEST ALONG A PAVED ROAD FROM THE ROCKWOOD POST
 QG1088'OFFICE THENCE 14.35 MILES WEST ALONG STATE HIGHWAY 6, 37.0 FT.
 QG1088'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 0.07 MILES NORTHWEST
 QG1088'OF THE END OF A CURVE AND THE JUNCTION OF A GRAVEL ROADD LEADING
 QG1088'SOUTH AND THE HIGHWAY,AT THE SOUTHEAST END OF A GURVE IN THE HIGHWAY,
 QG1088'47.8 FT. WEST-SOUTHWEST OF A TRIANGULAR BLAZED TREE WITH A 1.1
 QG1088'FT. DIAMETER, 42.1 FT. SOUTHWEST OF A TRIANGULAR BLAZED TREE WITH
 QG1088'A 1.0 FT. DIAMETER, ALSO MAY BE REACHED BY GOING 0.5 MILES SOUTH
 QG1088'ALONG STATE HIGHWAY 6 FROM ITS JUNCTION WITH THE CANADIAN PACIFIC
 QG1088'RAILROAD AT JACKMAN, THENCEP14.35 MILES EAST ALONG STATE HIGHWAY 6.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0057 ***********************************************************************
 QH0057  DESIGNATION -  E 182
 QH0057  PID         -  QH0057
 QH0057  STATE/COUNTY-  ME/SOMERSET
 QH0057  USGS QUAD   -  ATTEAN POND (1997)
 QH0057
 QH0057                         *CURRENT SURVEY CONTROL
 QH0057  ___________________________________________________________________
 QH0057* NAD 83(1986)-  45 37 23.     (N)    070 15 08.     (W)     SCALED    
 QH0057* NAVD 88     -       372.986  (meters)    1223.70   (feet)  ADJUSTED  
 QH0057  ___________________________________________________________________
 QH0057  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 QH0057  DYNAMIC HT  -         372.967 (meters)    1223.64  (feet)  COMP
 QH0057  MODELED GRAV-     980,555.0   (mgal)                       NAVD 88
 QH0057
 QH0057  VERT ORDER  -  FIRST     CLASS II
 QH0057
 QH0057.The horizontal coordinates were scaled from a topographic map and have
 QH0057.an estimated accuracy of +/- 6 seconds.
 QH0057
 QH0057.The orthometric height was determined by differential leveling
 QH0057.and adjusted by the National Geodetic Survey in June 1991..
 QH0057
 QH0057.The geoid height was determined by GEOID03.
 QH0057
 QH0057.The dynamic height is computed by dividing the NAVD 88
 QH0057.geopotential number by the normal gravity value computed on the
 QH0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QH0057.degrees latitude (g = 980.6199 gals.).
 QH0057
 QH0057.The modeled gravity was interpolated from observed gravity values.
 QH0057
 QH0057;                    North         East    Units  Estimated Accuracy
 QH0057;SPC ME W     -   309,980.      893,330.      MT  (+/- 180 meters Scaled)
 QH0057
 QH0057                          SUPERSEDED SURVEY CONTROL
 QH0057
 QH0057.No superseded survey control is available for this station.
 QH0057
 QH0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL023529(NAD 83)
 QH0057_MARKER: DB = BENCH MARK DISK
 QH0057_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QH0057_SP_SET: STAINLESS STEEL ROD
 QH0057_STAMPING: E 182 1978
 QH0057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QH0057
 QH0057  HISTORY     - Date     Condition        Report By
 QH0057  HISTORY     - 1978     MONUMENTED       NGS
 QH0057
 QH0057                          STATION DESCRIPTION
 QH0057
 QH0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QH0057'JACKMAN.
 QH0057'AT THE JUNCTION OF STATE HIGHWAY 6 AND THE CANADIAN PACIFIC RAILROAD,
 QH0057'44.5 FT. EAST OF THE CENTER LINE OF THE HIGHWAY, 68.8 FT. SOUTH OF
 QH0057'THE SOUTH RAIL OF THE MAIN RAILROAD TRACKS, 22.9 FT. NORTHEAST OF
 QH0057'POWER POLE 323 33 WITH A STREET LIGHT, 3.4 FT. EAST OF THE NORTHEAST
 QH0057'CORNER OF THE NORTHERN MOST ONE OF TWO SIGNAL BOXES, 2.5 FT.
 QH0057'NORTHWEST OF A RAILROAD TELEGRAPH POLE, THE DISC IS 2-INCHES BELOW
 QH0057'GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1128 ***********************************************************************
 QG1128  DESIGNATION -  E 183
 QG1128  PID         -  QG1128
 QG1128  STATE/COUNTY-  ME/PISCATAQUIS
 QG1128  USGS QUAD   -  MILO NORTH (1988)
 QG1128
 QG1128                         *CURRENT SURVEY CONTROL
 QG1128  ___________________________________________________________________
 QG1128* NAD 83(1986)-  45 15 08.     (N)    068 54 18.     (W)     SCALED    
 QG1128* NAVD 88     -        92.495  (meters)     303.46   (feet)  ADJUSTED  
 QG1128  ___________________________________________________________________
 QG1128  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 QG1128  DYNAMIC HT  -          92.494 (meters)     303.46  (feet)  COMP
 QG1128  MODELED GRAV-     980,603.2   (mgal)                       NAVD 88
 QG1128
 QG1128  VERT ORDER  -  FIRST     CLASS II
 QG1128
 QG1128.The horizontal coordinates were scaled from a topographic map and have
 QG1128.an estimated accuracy of +/- 6 seconds.
 QG1128
 QG1128.The orthometric height was determined by differential leveling
 QG1128.and adjusted by the National Geodetic Survey in June 1991..
 QG1128
 QG1128.The geoid height was determined by GEOID03.
 QG1128
 QG1128.The dynamic height is computed by dividing the NAVD 88
 QG1128.geopotential number by the normal gravity value computed on the
 QG1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1128.degrees latitude (g = 980.6199 gals.).
 QG1128
 QG1128.The modeled gravity was interpolated from observed gravity values.
 QG1128
 QG1128;                    North         East    Units  Estimated Accuracy
 QG1128;SPC ME E     -   176,250.      268,210.      MT  (+/- 180 meters Scaled)
 QG1128
 QG1128                          SUPERSEDED SURVEY CONTROL
 QG1128
 QG1128.No superseded survey control is available for this station.
 QG1128
 QG1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL074109(NAD 83)
 QG1128_MARKER: DB = BENCH MARK DISK
 QG1128_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QG1128_SP_SET: STAINLESS STEEL ROD
 QG1128_STAMPING: E 183 1978
 QG1128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG1128
 QG1128  HISTORY     - Date     Condition        Report By
 QG1128  HISTORY     - 1978     MONUMENTED       NGS
 QG1128
 QG1128                          STATION DESCRIPTION
 QG1128
 QG1128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1128'4.5 MI EAST FROM MILO.
 QG1128'4.45 MILES EAST ALONG OLD STATE HIGHWAY 16 FROM THE POST OFFICE AT
 QG1128'MILO, 0.90 MILES EAST ALONG THE HIGHWAY FROM THE MILO TOWN LINE, 134.9
 QG1128'FT. SOUTH FROM THE SOUTH CORNER OF A WOOD FRAME HOUSE, 47.5 FT. EAST
 QG1128'NORTHEAST OF AND ACROSS THE HIGHWAY FROM TELEPHONE POLE 158D, 22.0 FT.
 QG1128'NORTHEAST FROM THE CENTER LINE OF THE HIGHWAY, 6.5 FT. NORTHWEST FROM
 QG1128'A POWER POLE, THE DISK IS LEVEL WITH THE GROUND, ACCESS TO WHICH IS
 QG1128'HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1158 ***********************************************************************
 QG1158  DESIGNATION -  E 184
 QG1158  PID         -  QG1158
 QG1158  STATE/COUNTY-  ME/PENOBSCOT
 QG1158  USGS QUAD   -  NINE MEADOW RIDGE (1988)
 QG1158
 QG1158                         *CURRENT SURVEY CONTROL
 QG1158  ___________________________________________________________________
 QG1158* NAD 83(1986)-  45 22 30.     (N)    068 33 11.     (W)     SCALED    
 QG1158* NAVD 88     -        87.704  (meters)     287.74   (feet)  ADJUSTED  
 QG1158  ___________________________________________________________________
 QG1158  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 QG1158  DYNAMIC HT  -          87.704 (meters)     287.74  (feet)  COMP
 QG1158  MODELED GRAV-     980,620.2   (mgal)                       NAVD 88
 QG1158  OBS GRAVITY -     980,618.6   (mgal)                       GRAV_OBS
 QG1158
 QG1158  VERT ORDER  -  FIRST     CLASS II
 QG1158
 QG1158.The horizontal coordinates were scaled from a topographic map and have
 QG1158.an estimated accuracy of +/- 6 seconds.
 QG1158
 QG1158.The orthometric height was determined by differential leveling
 QG1158.and adjusted by the National Geodetic Survey in June 1991..
 QG1158
 QG1158.The geoid height was determined by GEOID03.
 QG1158
 QG1158.The dynamic height is computed by dividing the NAVD 88
 QG1158.geopotential number by the normal gravity value computed on the
 QG1158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1158.degrees latitude (g = 980.6199 gals.).
 QG1158
 QG1158.The modeled gravity was interpolated from observed gravity values.
 QG1158.The observed gravity was obtained from relative gravimeter ties
 QG1158.to the IGSN71 gravity network.
 QG1158
 QG1158;                    North         East    Units  Estimated Accuracy
 QG1158;SPC ME E     -   189,820.      295,850.      MT  (+/- 180 meters Scaled)
 QG1158
 QG1158                          SUPERSEDED SURVEY CONTROL
 QG1158
 QG1158.No superseded survey control is available for this station.
 QG1158
 QG1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL349247(NAD 83)
 QG1158_MARKER: DB = BENCH MARK DISK
 QG1158_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QG1158_SP_SET: STAINLESS STEEL ROD
 QG1158_STAMPING: E 184 1978
 QG1158_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG1158
 QG1158  HISTORY     - Date     Condition        Report By
 QG1158  HISTORY     - 1978     MONUMENTED       NGS
 QG1158  HISTORY     - 1982     GOOD             NGS
 QG1158
 QG1158                          STATION DESCRIPTION
 QG1158
 QG1158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1158'12.0 MI NORTH FROM HOWLAND.
 QG1158'2.2 MILES WEST ALONG STATE HIGHWAY 116 FROM THE NORTH END OF THE STATE
 QG1158'HIGHWAY 116 BRIDGE ACROSS THE PISCATAQUIS RIVER AT HOWLAND TO A
 QG1158'Y-JUNCTION, THENCE 9.8 MILES NORTHEAST ALONG STATE HIGHWAY 116,
 QG1158'28.8 FT. SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 17.5 FT. NORTH
 QG1158'OF A TRIANGULAR BLAZED, TWIN TRUNKED, 6 INCH MAPLE TREE, DISK IS
 QG1158'THREE INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4 INCH
 QG1158'PLASTIC SCREW PLUG, ALSO 5.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 2
 QG1158'FROM THE POST OFFICE AT WINN TO A T-JUNCTION OF A PAVED ROAD LEADING
 QG1158'NORTHWEST FROM THE HIGHWAY, THENCE 0.4 MILES NORTHWEST ALONG THE PAVED
 QG1158'ROAD ACROSS THE PENOBSCOT RIVER TO A T-JUNCTION OF A PAVED ROAD
 QG1158'LEADING NORTHEAST AND SOUTHWEST, THENCE 0.5 MILES SOUTHWEST ALONG THE
 QG1158'PAVED ROAD TO A T-JUNCTION WITH STATE HIGHWAY 116 LEADING NORTHWEST
 QG1158'AND SOUTHWEST, THENCE 4.2 MILES SOUTHWEST ALONG STATE HIGHWAY 116.
 QG1158
 QG1158                          STATION RECOVERY (1982)
 QG1158
 QG1158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QG1158'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0065 ***********************************************************************
 SF0065  DESIGNATION -  E 185
 SF0065  PID         -  SF0065
 SF0065  STATE/COUNTY-  ME/AROOSTOOK
 SF0065  USGS QUAD   -  EAGLE LAKE (1985)
 SF0065
 SF0065                         *CURRENT SURVEY CONTROL
 SF0065  ___________________________________________________________________
 SF0065* NAD 83(1986)-  47 02 09.     (N)    068 35 45.     (W)     SCALED    
 SF0065* NAVD 88     -       204.325  (meters)     670.36   (feet)  ADJUSTED  
 SF0065  ___________________________________________________________________
 SF0065  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 SF0065  DYNAMIC HT  -         204.352 (meters)     670.44  (feet)  COMP
 SF0065  MODELED GRAV-     980,740.3   (mgal)                       NAVD 88
 SF0065
 SF0065  VERT ORDER  -  FIRST     CLASS II
 SF0065
 SF0065.The horizontal coordinates were scaled from a topographic map and have
 SF0065.an estimated accuracy of +/- 6 seconds.
 SF0065
 SF0065.The orthometric height was determined by differential leveling
 SF0065.and adjusted by the National Geodetic Survey in June 1991..
 SF0065
 SF0065.The geoid height was determined by GEOID03.
 SF0065
 SF0065.The dynamic height is computed by dividing the NAVD 88
 SF0065.geopotential number by the normal gravity value computed on the
 SF0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0065.degrees latitude (g = 980.6199 gals.).
 SF0065
 SF0065.The modeled gravity was interpolated from observed gravity values.
 SF0065
 SF0065;                    North         East    Units  Estimated Accuracy
 SF0065;SPC ME E     -   374,410.      292,720.      MT  (+/- 180 meters Scaled)
 SF0065
 SF0065                          SUPERSEDED SURVEY CONTROL
 SF0065
 SF0065.No superseded survey control is available for this station.
 SF0065
 SF0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN307092(NAD 83)
 SF0065_MARKER: DB = BENCH MARK DISK
 SF0065_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SF0065_SP_SET: STAINLESS STEEL ROD
 SF0065_STAMPING: E 185 1978
 SF0065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SF0065
 SF0065  HISTORY     - Date     Condition        Report By
 SF0065  HISTORY     - 1978     MONUMENTED       NGS
 SF0065
 SF0065                          STATION DESCRIPTION
 SF0065
 SF0065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 SF0065'0.2 MI NORTH FROM EAGLE LAKE.
 SF0065'AT EAGLE LAKE, 0.2 MILES NORTH ALONG STATE HIGHWAY 11 FROM ST. MARYS
 SF0065'CHURCH, AT THE SOUTHWEST LAWN OF THE EAGLE LAKE PHARMACY, 22.1 FT.
 SF0065'EAST OF THE CENTER LINE OF THE HIGHWAY, 32.9 FT. SOUTHWEST OF A
 SF0065'FIRE HYDRANT, 142.0 FT. NORTH OF THE NORTHWEST CORNER OF A TWO STORY
 SF0065'WOOD HOUSE, 1.9 FT. SOUTH OF POWER POLE 2/15, THE DISK IS 3 INCHES
 SF0065'BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW
 SF0065'PLUG ONE INC  BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0470 ***********************************************************************
 RF0470  DESIGNATION -  E 186
 RF0470  PID         -  RF0470
 RF0470  STATE/COUNTY-  ME/AROOSTOOK
 RF0470  USGS QUAD   -  PORTAGE LAKE EAST (1986)
 RF0470
 RF0470                         *CURRENT SURVEY CONTROL
 RF0470  ___________________________________________________________________
 RF0470* NAD 83(1986)-  46 48 18.     (N)    068 28 42.     (W)     SCALED    
 RF0470* NAVD 88     -       242.084  (meters)     794.24   (feet)  ADJUSTED  
 RF0470  ___________________________________________________________________
 RF0470  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 RF0470  DYNAMIC HT  -         242.112 (meters)     794.33  (feet)  COMP
 RF0470  MODELED GRAV-     980,721.1   (mgal)                       NAVD 88
 RF0470
 RF0470  VERT ORDER  -  FIRST     CLASS II
 RF0470
 RF0470.The horizontal coordinates were scaled from a topographic map and have
 RF0470.an estimated accuracy of +/- 6 seconds.
 RF0470
 RF0470.The orthometric height was determined by differential leveling
 RF0470.and adjusted by the National Geodetic Survey in June 1991..
 RF0470
 RF0470.The geoid height was determined by GEOID03.
 RF0470
 RF0470.The dynamic height is computed by dividing the NAVD 88
 RF0470.geopotential number by the normal gravity value computed on the
 RF0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0470.degrees latitude (g = 980.6199 gals.).
 RF0470
 RF0470.The modeled gravity was interpolated from observed gravity values.
 RF0470
 RF0470;                    North         East    Units  Estimated Accuracy
 RF0470;SPC ME E     -   348,750.      301,650.      MT  (+/- 180 meters Scaled)
 RF0470
 RF0470                          SUPERSEDED SURVEY CONTROL
 RF0470
 RF0470.No superseded survey control is available for this station.
 RF0470
 RF0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM398836(NAD 83)
 RF0470_MARKER: DB = BENCH MARK DISK
 RF0470_SETTING: 66 = SET IN ROCK OUTCROP
 RF0470_SP_SET: OUTCROP
 RF0470_STAMPING: E 186 1978
 RF0470_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0470+STABILITY: POSITION/ELEVATION WELL
 RF0470
 RF0470  HISTORY     - Date     Condition        Report By
 RF0470  HISTORY     - 1978     MONUMENTED       NGS
 RF0470
 RF0470                          STATION DESCRIPTION
 RF0470
 RF0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0470'3.6 MI NORTH FROM PORTAGE.
 RF0470'3.6 MILES NORTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT
 RF0470'PORTAGE, 0.45 MILE NORTH OF THE CROSSING OF FOX BROOK, 0.3 MILE
 RF0470'SOUTH OF THE T JUNCTION OF DIRT ROAD 6374 LEADING WEST ABOUT 0.05 MILE
 RF0470'SOUTH OF THE CREST OF A HILL, 26.4 FT. EAST OF THE CENTER LINE OF THE
 RF0470'HIGHWAY, 27.6 FT. NORTH OF AN 8 INCH TRIANGLE BLAZED PINE TREE, 19.5
 RF0470'FT. SOUTH OF POWER POLE 302, IN THE TOP OF A 3 BY 6 FT. ROCK OUTCROP
 RF0470'6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0552 ***********************************************************************
 RF0552  DESIGNATION -  E 187
 RF0552  PID         -  RF0552
 RF0552  STATE/COUNTY-  ME/AROOSTOOK
 RF0552  USGS QUAD   -  SQUA PAN (1986)
 RF0552
 RF0552                         *CURRENT SURVEY CONTROL
 RF0552  ___________________________________________________________________
 RF0552* NAD 83(1986)-  46 36 18.     (N)    068 23 36.     (W)     SCALED    
 RF0552* NAVD 88     -       230.617  (meters)     756.62   (feet)  ADJUSTED  
 RF0552  ___________________________________________________________________
 RF0552  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 RF0552  DYNAMIC HT  -         230.638 (meters)     756.68  (feet)  COMP
 RF0552  MODELED GRAV-     980,699.1   (mgal)                       NAVD 88
 RF0552
 RF0552  VERT ORDER  -  FIRST     CLASS II
 RF0552
 RF0552.The horizontal coordinates were scaled from a topographic map and have
 RF0552.an estimated accuracy of +/- 6 seconds.
 RF0552
 RF0552.The orthometric height was determined by differential leveling
 RF0552.and adjusted by the National Geodetic Survey in June 1991..
 RF0552
 RF0552.The geoid height was determined by GEOID03.
 RF0552
 RF0552.The dynamic height is computed by dividing the NAVD 88
 RF0552.geopotential number by the normal gravity value computed on the
 RF0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0552.degrees latitude (g = 980.6199 gals.).
 RF0552
 RF0552.The modeled gravity was interpolated from observed gravity values.
 RF0552
 RF0552;                    North         East    Units  Estimated Accuracy
 RF0552;SPC ME E     -   326,520.      308,170.      MT  (+/- 180 meters Scaled)
 RF0552
 RF0552                          SUPERSEDED SURVEY CONTROL
 RF0552
 RF0552.No superseded survey control is available for this station.
 RF0552
 RF0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM464614(NAD 83)
 RF0552_MARKER: DB = BENCH MARK DISK
 RF0552_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RF0552_SP_SET: STAINLESS STEEL ROD
 RF0552_STAMPING: E 187 1978
 RF0552_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0552
 RF0552  HISTORY     - Date     Condition        Report By
 RF0552  HISTORY     - 1978     MONUMENTED       NGS
 RF0552
 RF0552                          STATION DESCRIPTION
 RF0552
 RF0552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0552'1.65 MI SOUTH FROM ASHLAND.
 RF0552'1.65 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT
 RF0552'ASHLAND, AT THE NORTHEAST CORNER OF THE CROSS ROAD OF GODING ROAD
 RF0552'LEADING WEST AND STATE ROAD 5032 LEADING EAST, 38.3 FEET EAST OF
 RF0552'THE CENTER LINE OF THE HIGHWAY, 45.9 FEET NORTH OF THE CENTER
 RF0552'LINE OF THE STATE ROAD, 6.7 FEET EAST OF TELEPHONE POLE NUMBER
 RF0552'291 552, 3.5 FEET WEST OF A GUY POLE. THE DISK IS 1-INCH BELOW
 RF0552'GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW
 RF0552'PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1183 ***********************************************************************
 QG1183  DESIGNATION -  E 187 X
 QG1183  PID         -  QG1183
 QG1183  STATE/COUNTY-  ME/AROOSTOOK
 QG1183  USGS QUAD   -  REED POND (1988)
 QG1183
 QG1183                         *CURRENT SURVEY CONTROL
 QG1183  ___________________________________________________________________
 QG1183* NAD 83(1986)-  45 40 19.     (N)    068 12 07.     (W)     SCALED    
 QG1183* NAVD 88     -       166.838  (meters)     547.37   (feet)  ADJUSTED  
 QG1183  ___________________________________________________________________
 QG1183  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 QG1183  DYNAMIC HT  -         166.841 (meters)     547.38  (feet)  COMP
 QG1183  MODELED GRAV-     980,627.3   (mgal)                       NAVD 88
 QG1183
 QG1183  VERT ORDER  -  FIRST     CLASS II
 QG1183
 QG1183.The horizontal coordinates were scaled from a topographic map and have
 QG1183.an estimated accuracy of +/- 6 seconds.
 QG1183
 QG1183.The orthometric height was determined by differential leveling
 QG1183.and adjusted by the National Geodetic Survey in June 1991..
 QG1183
 QG1183.The geoid height was determined by GEOID03.
 QG1183
 QG1183.The dynamic height is computed by dividing the NAVD 88
 QG1183.geopotential number by the normal gravity value computed on the
 QG1183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1183.degrees latitude (g = 980.6199 gals.).
 QG1183
 QG1183.The modeled gravity was interpolated from observed gravity values.
 QG1183
 QG1183;                    North         East    Units  Estimated Accuracy
 QG1183;SPC ME E     -   222,860.      323,220.      MT  (+/- 180 meters Scaled)
 QG1183
 QG1183                          SUPERSEDED SURVEY CONTROL
 QG1183
 QG1183.No superseded survey control is available for this station.
 QG1183
 QG1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL621579(NAD 83)
 QG1183_MARKER: DB = BENCH MARK DISK
 QG1183_SETTING: 66 = SET IN ROCK OUTCROP
 QG1183_SP_SET: ROCK OUTCROP
 QG1183_STAMPING: E 187 X 1978
 QG1183_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG1183+STABILITY: POSITION/ELEVATION WELL
 QG1183
 QG1183  HISTORY     - Date     Condition        Report By
 QG1183  HISTORY     - 1978     MONUMENTED       NGS
 QG1183
 QG1183                          STATION DESCRIPTION
 QG1183
 QG1183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1183'3.9 MI NE FROM MACWAHOC.
 QG1183'3.9 MILES NORTHEAST ALONG U.S. HIGHWAY 2A FROM ITS JUNCTION WITH U.S.
 QG1183'HIGHWAY 2 AT MACWAHOC, 108.0 FT. WEST OF TELEPHONE POLE 243 215, 46.3
 QG1183'FT. NORTH NORTHWEST OF CENTER LINE OF HIGHWAY. DISK SET IN TOP OF A
 QG1183'ROCK CUT, 21.0 FT. NORTHWEST OF THE SOUTHEAST EDGE. ALSO 4.4 MILES
 QG1183'SOUTHWEST ALONG U.S. HIGHWAY 2A FROM ITS JUNCTION WITH STATE HIGHWAY
 QG1183'171 AT REED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0391 ***********************************************************************
 RF0391  DESIGNATION -  E 188
 RF0391  PID         -  RF0391
 RF0391  STATE/COUNTY-  ME/AROOSTOOK
 RF0391  USGS QUAD   -  MOOSELEUK LAKE (1985)
 RF0391
 RF0391                         *CURRENT SURVEY CONTROL
 RF0391  ___________________________________________________________________
 RF0391* NAD 83(1986)-  46 36 58.     (N)    068 59 14.     (W)     SCALED    
 RF0391* NAVD 88     -       344.487  (meters)    1130.20   (feet)  ADJUSTED  
 RF0391  ___________________________________________________________________
 RF0391  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 RF0391  DYNAMIC HT  -         344.510 (meters)    1130.28  (feet)  COMP
 RF0391  MODELED GRAV-     980,672.3   (mgal)                       NAVD 88
 RF0391
 RF0391  VERT ORDER  -  FIRST     CLASS II
 RF0391
 RF0391.The horizontal coordinates were scaled from a topographic map and have
 RF0391.an estimated accuracy of +/- 6 seconds.
 RF0391
 RF0391.The orthometric height was determined by differential leveling
 RF0391.and adjusted by the National Geodetic Survey in June 1991..
 RF0391
 RF0391.The geoid height was determined by GEOID03.
 RF0391
 RF0391.The dynamic height is computed by dividing the NAVD 88
 RF0391.geopotential number by the normal gravity value computed on the
 RF0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0391.degrees latitude (g = 980.6199 gals.).
 RF0391
 RF0391.The modeled gravity was interpolated from observed gravity values.
 RF0391
 RF0391;                    North         East    Units  Estimated Accuracy
 RF0391;SPC ME E     -   327,870.      262,680.      MT  (+/- 180 meters Scaled)
 RF0391
 RF0391                          SUPERSEDED SURVEY CONTROL
 RF0391
 RF0391.No superseded survey control is available for this station.
 RF0391
 RF0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM009625(NAD 83)
 RF0391_MARKER: DB = BENCH MARK DISK
 RF0391_SETTING: 66 = SET IN ROCK OUTCROP
 RF0391_SP_SET: OUTCROP
 RF0391_STAMPING: E 188 1978
 RF0391_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0391+STABILITY: POSITION/ELEVATION WELL
 RF0391
 RF0391  HISTORY     - Date     Condition        Report By
 RF0391  HISTORY     - 1978     MONUMENTED       NGS
 RF0391
 RF0391                          STATION DESCRIPTION
 RF0391
 RF0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0391'28.5 MI WEST FROM SIX MILE CHECK POINT.
 RF0391'10.85 MILES WEST ALONG THE AMERICAN REALTY ROAD FROM SIX MILE CHECK
 RF0391'POINT, THENCE 17.7 MILES WEST ALONG THE MAIN TRAVELED GRAVEL ROAD,
 RF0391'1.45 MILES NORTHWEST OF THE Y-JUNCTION OF A GRAVEL ROAD LEADING
 RF0391'EAST TO TWENTY FIVE MILE CAMP SITE, 0.6 MILE NORTHWEST OF A SMALL
 RF0391'WOODEN BRIDGE OVER LITTLE ROCKY BROOK OPPOSITE A 10-FT. FILL, 22.2 FT.
 RF0391'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 13.9 FEET NORTHEAST OF AN
 RF0391'8-INCH FIR TREE, IN THE TOP OF THE SOUTHEAST END OF A 12 BY 5 FOOT
 RF0391'OUTCROP, FLUSH WITH THE GROUND. 9.7 MILES EAST ALONG THE MAIN TRAVELED
 RF0391'GRAVEL ROAD FROM MUSQUACOOK CHECK POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0446 ***********************************************************************
 RF0446  DESIGNATION -  E 189
 RF0446  PID         -  RF0446
 RF0446  STATE/COUNTY-  ME/AROOSTOOK
 RF0446  USGS QUAD   -  EASTMAN BROOK (1986)
 RF0446
 RF0446                         *CURRENT SURVEY CONTROL
 RF0446  ___________________________________________________________________
 RF0446* NAD 83(1986)-  46 35 04.     (N)    069 55 10.     (W)     SCALED    
 RF0446* NAVD 88     -       333.812  (meters)    1095.18   (feet)  ADJUSTED  
 RF0446  ___________________________________________________________________
 RF0446  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 RF0446  DYNAMIC HT  -         333.821 (meters)    1095.21  (feet)  COMP
 RF0446  MODELED GRAV-     980,631.8   (mgal)                       NAVD 88
 RF0446
 RF0446  VERT ORDER  -  FIRST     CLASS II
 RF0446
 RF0446.The horizontal coordinates were scaled from a topographic map and have
 RF0446.an estimated accuracy of +/- 6 seconds.
 RF0446
 RF0446.The orthometric height was determined by differential leveling
 RF0446.and adjusted by the National Geodetic Survey in June 1991..
 RF0446
 RF0446.The geoid height was determined by GEOID03.
 RF0446
 RF0446.The dynamic height is computed by dividing the NAVD 88
 RF0446.geopotential number by the normal gravity value computed on the
 RF0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0446.degrees latitude (g = 980.6199 gals.).
 RF0446
 RF0446.The modeled gravity was interpolated from observed gravity values.
 RF0446
 RF0446;                    North         East    Units  Estimated Accuracy
 RF0446;SPC ME E     -   325,210.      191,220.      MT  (+/- 180 meters Scaled)
 RF0446
 RF0446                          SUPERSEDED SURVEY CONTROL
 RF0446
 RF0446.No superseded survey control is available for this station.
 RF0446
 RF0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM295593(NAD 83)
 RF0446_MARKER: DB = BENCH MARK DISK
 RF0446_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RF0446_SP_SET: STAINLESS STEEL ROD
 RF0446_STAMPING: E 189 1978
 RF0446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0446
 RF0446  HISTORY     - Date     Condition        Report By
 RF0446  HISTORY     - 1978     MONUMENTED       NGS
 RF0446
 RF0446                          STATION DESCRIPTION
 RF0446
 RF0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0446'5.1 MI EAST FROM DAAQUAM.
 RF0446'5.1 MILES EAST ALONG THE MAIN TRAVELED GRAVEL ROAD FROM THE U.S.
 RF0446'CUSTOMS OFFICE AT DAAQUAM, 1.2 MILES WEST OF A SMALL WOODEN BRIDGE
 RF0446'OVER OAK BROOK, AT A SMALL CLEARING, 39.0 FEET SOUTH OF THE CENTER
 RF0446'LINE OF THE ROAD, 332.0 FEET EAST ALONG THE ROAD FROM THE SOUTH END
 RF0446'OF AN 18-INCH METAL PIPE CULVERT, 9.0 FEET WEST OF AN 18-INCH FIR
 RF0446'TREE. THE DISK IS 1-INCHES BELOW GROUND, ACCESS TO WHICH IS HAD      -
 RF0446'THROUGH A 4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0586 ***********************************************************************
 PE0586  DESIGNATION -  E 19
 PE0586  PID         -  PE0586
 PE0586  STATE/COUNTY-  ME/WALDO
 PE0586  USGS QUAD   -  MOUNT WALDO (1982)
 PE0586
 PE0586                         *CURRENT SURVEY CONTROL
 PE0586  ___________________________________________________________________
 PE0586* NAD 83(1986)-  44 36 35.     (N)    068 52 38.     (W)     SCALED    
 PE0586* NAVD 88     -        16.057  (meters)      52.68   (feet)  ADJUSTED  
 PE0586  ___________________________________________________________________
 PE0586  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 PE0586  DYNAMIC HT  -          16.056 (meters)      52.68  (feet)  COMP
 PE0586  MODELED GRAV-     980,551.5   (mgal)                       NAVD 88
 PE0586
 PE0586  VERT ORDER  -  SECOND    CLASS 0
 PE0586
 PE0586.The horizontal coordinates were scaled from a topographic map and have
 PE0586.an estimated accuracy of +/- 6 seconds.
 PE0586
 PE0586.The orthometric height was determined by differential leveling
 PE0586.and adjusted by the National Geodetic Survey in June 1991..
 PE0586
 PE0586.The geoid height was determined by GEOID03.
 PE0586
 PE0586.The dynamic height is computed by dividing the NAVD 88
 PE0586.geopotential number by the normal gravity value computed on the
 PE0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0586.degrees latitude (g = 980.6199 gals.).
 PE0586
 PE0586.The modeled gravity was interpolated from observed gravity values.
 PE0586
 PE0586;                    North         East    Units  Estimated Accuracy
 PE0586;SPC ME E     -   104,850.      270,060.      MT  (+/- 180 meters Scaled)
 PE0586
 PE0586                          SUPERSEDED SURVEY CONTROL
 PE0586
 PE0586  NGVD 29 (??/??/92)   16.280  (m)           53.41   (f) ADJ UNCH    2 0
 PE0586
 PE0586.Superseded values are not recommended for survey control.
 PE0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0586.See file dsdata.txt to determine how the superseded data were derived.
 PE0586
 PE0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK097396(NAD 83)
 PE0586_MARKER: DB = BENCH MARK DISK
 PE0586_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE0586_SP_SET: WALL
 PE0586_STAMPING: 53.412 E 19 1933
 PE0586_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE0586
 PE0586  HISTORY     - Date     Condition        Report By
 PE0586  HISTORY     - 1933     MONUMENTED       CGS
 PE0586  HISTORY     - 1934     GOOD             NGS
 PE0586  HISTORY     - 1972     GOOD             MEHD
 PE0586
 PE0586                          STATION DESCRIPTION
 PE0586
 PE0586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PE0586'AT FRANKPORT.
 PE0586'AT FRANKPORT, WALDO COUNTY, ON THE BANGOR AND AROOSTOOK RAILROAD,
 PE0586'200 YARDS SOUTH OF THE SOUTH END OF THE STATION, AT A RAILROAD
 PE0586'BRIDGE, IN THE TOP OF THE WEST END OF THE NORTHWEST WINGWALL, 18
 PE0586'FEET WEST OF THE CENTERLINE OF THE TRACK, AND 4 FEET BELOW THE
 PE0586'BASE OF THE RAIL.  A STANDARD DISK, STAMPED 53.412 E 19 1933.
 PE0586
 PE0586                          STATION RECOVERY (1972)
 PE0586
 PE0586'RECOVERY NOTE BY MAINE HIGHWAY DEPARTMENT (NOW MEDT) 1972
 PE0586'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0516 ***********************************************************************
 RF0516  DESIGNATION -  E 190
 RF0516  PID         -  RF0516
 RF0516  STATE/COUNTY-  ME/AROOSTOOK
 RF0516  USGS QUAD   -  KNOWLES CORNER (1986)
 RF0516
 RF0516                         *CURRENT SURVEY CONTROL
 RF0516  ___________________________________________________________________
 RF0516* NAD 83(1986)-  46 13 03.     (N)    068 20 04.     (W)     SCALED    
 RF0516* NAVD 88     -       295.842  (meters)     970.61   (feet)  ADJUSTED  
 RF0516  ___________________________________________________________________
 RF0516  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 RF0516  DYNAMIC HT  -         295.852 (meters)     970.64  (feet)  COMP
 RF0516  MODELED GRAV-     980,637.9   (mgal)                       NAVD 88
 RF0516
 RF0516  VERT ORDER  -  FIRST     CLASS II
 RF0516
 RF0516.The horizontal coordinates were scaled from a topographic map and have
 RF0516.an estimated accuracy of +/- 6 seconds.
 RF0516
 RF0516.The orthometric height was determined by differential leveling
 RF0516.and adjusted by the National Geodetic Survey in June 1991..
 RF0516
 RF0516.The geoid height was determined by GEOID03.
 RF0516
 RF0516.The dynamic height is computed by dividing the NAVD 88
 RF0516.geopotential number by the normal gravity value computed on the
 RF0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0516.degrees latitude (g = 980.6199 gals.).
 RF0516
 RF0516.The modeled gravity was interpolated from observed gravity values.
 RF0516
 RF0516;                    North         East    Units  Estimated Accuracy
 RF0516;SPC ME E     -   283,460.      312,770.      MT  (+/- 180 meters Scaled)
 RF0516
 RF0516                          SUPERSEDED SURVEY CONTROL
 RF0516
 RF0516.No superseded survey control is available for this station.
 RF0516
 RF0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM513184(NAD 83)
 RF0516_MARKER: DB = BENCH MARK DISK
 RF0516_SETTING: 66 = SET IN ROCK OUTCROP
 RF0516_SP_SET: OUTCROP
 RF0516_STAMPING: E 190 1978
 RF0516_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0516+STABILITY: POSITION/ELEVATION WELL
 RF0516
 RF0516  HISTORY     - Date     Condition        Report By
 RF0516  HISTORY     - 1978     MONUMENTED       NGS
 RF0516
 RF0516                          STATION DESCRIPTION
 RF0516
 RF0516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0516'11.2 MI NW FROM SMYRNA MILLS.
 RF0516'10.45 MILES NORTHWEST ALONG STATE HIGHWAY 212 FROM THE JUNCTION OF
 RF0516'U.S. HIGHWAY 2 AT SMYRNA MILLS, THENCE 0.8 MILE NORTH ALONG STATE
 RF0516'HIGHWAY 11, AT THE NORTHWEST CORNER OF THE T-JUNCTION OF GRAVEL
 RF0516'ROAD 5007 LEADING WEST, 28.9 FEET WEST OF THE CENTER LINE OF THE
 RF0516'HIGHWAY, 93.0 FEET NORTH OF THE CENTER LINE OF THE ROAD, IN THE
 RF0516'TOP AND ABOUT 24 FEET NORTH OF THE SOUTH END OF A 2 BY 44-FT.
 RF0516'ROCK CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0289 ***********************************************************************
 QF0289  DESIGNATION -  E 191
 QF0289  PID         -  QF0289
 QF0289  STATE/COUNTY-  ME/WASHINGTON
 QF0289  USGS QUAD   -  DANFORTH (1988)
 QF0289
 QF0289                         *CURRENT SURVEY CONTROL
 QF0289  ___________________________________________________________________
 QF0289* NAD 83(1986)-  45 39 34.     (N)    067 49 47.     (W)     SCALED    
 QF0289* NAVD 88     -       181.343  (meters)     594.96   (feet)  ADJUSTED  
 QF0289  ___________________________________________________________________
 QF0289  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 QF0289  DYNAMIC HT  -         181.345 (meters)     594.96  (feet)  COMP
 QF0289  MODELED GRAV-     980,625.2   (mgal)                       NAVD 88
 QF0289
 QF0289  VERT ORDER  -  FIRST     CLASS II
 QF0289
 QF0289.The horizontal coordinates were scaled from a topographic map and have
 QF0289.an estimated accuracy of +/- 6 seconds.
 QF0289
 QF0289.The orthometric height was determined by differential leveling
 QF0289.and adjusted by the National Geodetic Survey in June 1991..
 QF0289
 QF0289.The geoid height was determined by GEOID03.
 QF0289
 QF0289.The dynamic height is computed by dividing the NAVD 88
 QF0289.geopotential number by the normal gravity value computed on the
 QF0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0289.degrees latitude (g = 980.6199 gals.).
 QF0289
 QF0289.The modeled gravity was interpolated from observed gravity values.
 QF0289
 QF0289;                    North         East    Units  Estimated Accuracy
 QF0289;SPC ME E     -   221,640.      352,230.      MT  (+/- 180 meters Scaled)
 QF0289
 QF0289                          SUPERSEDED SURVEY CONTROL
 QF0289
 QF0289.No superseded survey control is available for this station.
 QF0289
 QF0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL911568(NAD 83)
 QF0289_MARKER: DB = BENCH MARK DISK
 QF0289_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QF0289_SP_SET: STAINLESS STEEL ROD
 QF0289_STAMPING: E 191 1978
 QF0289_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QF0289
 QF0289  HISTORY     - Date     Condition        Report By
 QF0289  HISTORY     - 1978     MONUMENTED       NGS
 QF0289
 QF0289                          STATION DESCRIPTION
 QF0289
 QF0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0289'1.8 MI SE FROM DANFORTH.
 QF0289'0.1 MILE NORTHEAST ALONG DEPOT STREET FROM THE TOWN HALL AT
 QF0289'DANFORTH TOTHE JUNCTION OF U.S. HIGHWAY 1, THENCE 1.7 MILES
 QF0289'SOUTHEAST TO TWO MILE CURVE, 246.0 FEET NORTHWEST OF POWER POLE
 QF0289'NUMBER 4 41 WITH ONE GUY WIRE, 45.2 FEET NORTH-NORTHEAST OF THE
 QF0289'CENTER LINE OF HIGHWAY, 24.0 FEET WEST-NORTHWEST OF A TRIANGULAR
 QF0289'BLAZED 6-INCH PINE TREE, 8.6 FEET WEST-SOUTHWEST OF A TRIANGULAR
 QF0289'BLAZED POPLAR TREE. DISK IS 2 INCHES BELOW GROUND, ACCESS TO WHICH
 QF0289'IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0218 ***********************************************************************
 QF0218  DESIGNATION -  E 192
 QF0218  PID         -  QF0218
 QF0218  STATE/COUNTY-  ME/AROOSTOOK
 QF0218  USGS QUAD   -  DANFORTH (1988)
 QF0218
 QF0218                         *CURRENT SURVEY CONTROL
 QF0218  ___________________________________________________________________
 QF0218* NAD 83(1986)-  45 43 04.     (N)    067 52 14.     (W)     SCALED    
 QF0218* NAVD 88     -       200.530  (meters)     657.91   (feet)  ADJUSTED  
 QF0218  ___________________________________________________________________
 QF0218  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 QF0218  DYNAMIC HT  -         200.531 (meters)     657.91  (feet)  COMP
 QF0218  MODELED GRAV-     980,618.4   (mgal)                       NAVD 88
 QF0218
 QF0218  VERT ORDER  -  FIRST     CLASS II
 QF0218
 QF0218.The horizontal coordinates were scaled from a topographic map and have
 QF0218.an estimated accuracy of +/- 6 seconds.
 QF0218
 QF0218.The orthometric height was determined by differential leveling
 QF0218.and adjusted by the National Geodetic Survey in June 1991..
 QF0218
 QF0218.The geoid height was determined by GEOID03.
 QF0218
 QF0218.The dynamic height is computed by dividing the NAVD 88
 QF0218.geopotential number by the normal gravity value computed on the
 QF0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0218.degrees latitude (g = 980.6199 gals.).
 QF0218
 QF0218.The modeled gravity was interpolated from observed gravity values.
 QF0218
 QF0218;                    North         East    Units  Estimated Accuracy
 QF0218;SPC ME E     -   228,100.      349,000.      MT  (+/- 180 meters Scaled)
 QF0218
 QF0218                          SUPERSEDED SURVEY CONTROL
 QF0218
 QF0218.No superseded survey control is available for this station.
 QF0218
 QF0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL878633(NAD 83)
 QF0218_MARKER: DB = BENCH MARK DISK
 QF0218_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QF0218_SP_SET: STAINLESS STEEL ROD
 QF0218_STAMPING: E 192 1978
 QF0218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QF0218
 QF0218  HISTORY     - Date     Condition        Report By
 QF0218  HISTORY     - 1978     MONUMENTED       NGS
 QF0218  HISTORY     - 19850824 MARK NOT FOUND   USPSQD
 QF0218
 QF0218                          STATION DESCRIPTION
 QF0218
 QF0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0218'4.3 MI NORTH FROM DANFORTH.
 QF0218'0.1 MILES NORTHEASR ALONG DEPOT STREET FROM THE TOWN HALL AT DANFORTH
 QF0218'AT THE JUNCTION OF U.S. HIGHWAY 1, THENCE 4.2 MILES NORTH ALONG U.S.
 QF0218'HIGHWAY 1, 95 YARDS NORTH OF THE CENTER LINE OF A GRAVEL DRIVE LEAD
 QF0218'ING WEST FROM THE HIGHWAY TO A ONE STORY WOOD FRAME HOUSE, 73.1 FEET
 QF0218'SOUTH-SOUTHWEST OF TELEPHONE POLE 562, 29.9 FEET EAST OF CENTER LINE
 QF0218'OF HIGHWAY 8.6 FEET NORTH OF A BRACE POWER POLE WITH ONE GUY WIRE
 QF0218'ACROSS HIGHWAY AND ONE GUY WIRE TO GROUND. THE DISK IS 3-INCHES
 QF0218'BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW
 QF0218'PLUG.
 QF0218
 QF0218                          STATION RECOVERY (1985)
 QF0218
 QF0218'RECOVERY NOTE BY US POWER SQUADRON 1985 (WEM)
 QF0218'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0196 ***********************************************************************
 QF0196  DESIGNATION -  E 193
 QF0196  PID         -  QF0196
 QF0196  STATE/COUNTY-  ME/WASHINGTON
 QF0196  USGS QUAD   -  TOMAH MOUNTAIN (1988)
 QF0196
 QF0196                         *CURRENT SURVEY CONTROL
 QF0196  ___________________________________________________________________
 QF0196* NAD 83(1986)-  45 27 59.     (N)    067 37 31.     (W)     SCALED    
 QF0196* NAVD 88     -        95.026  (meters)     311.76   (feet)  ADJUSTED  
 QF0196  ___________________________________________________________________
 QF0196  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 QF0196  DYNAMIC HT  -          95.026 (meters)     311.76  (feet)  COMP
 QF0196  MODELED GRAV-     980,614.0   (mgal)                       NAVD 88
 QF0196
 QF0196  VERT ORDER  -  FIRST     CLASS II
 QF0196
 QF0196.The horizontal coordinates were scaled from a topographic map and have
 QF0196.an estimated accuracy of +/- 6 seconds.
 QF0196
 QF0196.The orthometric height was determined by differential leveling
 QF0196.and adjusted by the National Geodetic Survey in June 1991..
 QF0196
 QF0196.The geoid height was determined by GEOID03.
 QF0196
 QF0196.The dynamic height is computed by dividing the NAVD 88
 QF0196.geopotential number by the normal gravity value computed on the
 QF0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0196.degrees latitude (g = 980.6199 gals.).
 QF0196
 QF0196.The modeled gravity was interpolated from observed gravity values.
 QF0196
 QF0196;                    North         East    Units  Estimated Accuracy
 QF0196;SPC ME E     -   200,340.      368,400.      MT  (+/- 180 meters Scaled)
 QF0196
 QF0196                          SUPERSEDED SURVEY CONTROL
 QF0196
 QF0196.No superseded survey control is available for this station.
 QF0196
 QF0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL074356(NAD 83)
 QF0196_MARKER: DB = BENCH MARK DISK
 QF0196_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QF0196_SP_SET: STAINLESS STEEL ROD
 QF0196_STAMPING: E 193 1978
 QF0196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QF0196
 QF0196  HISTORY     - Date     Condition        Report By
 QF0196  HISTORY     - 1978     MONUMENTED       NGS
 QF0196
 QF0196                          STATION DESCRIPTION
 QF0196
 QF0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0196'7.1 MI SW FROM LAMBERT LAKE.
 QF0196'7.1 MILES SOUTHWEST ALONG STATE HIGHWAY 6 FROM THE CANADIAN PACIFIC
 QF0196'RAILROAD CROSSING AT LAMBERT LAKE, 102.0 FEET NORTH-NORTHEAST OF A
 QF0196'POWER POLE WITH ONE GUY WIRE, 55.8 FEET NORTH-NORTHWEST OF THE
 QF0196'CENTER LINE OF HIGHWAY, 6.8 FEET NORTHEAST OF A TRIANGULAR BLAZED
 QF0196'18-INCH OAK TREE. DISK IS 4 INCHES BELOW GROUND, ACCESS TO WHICH
 QF0196'IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0263 ***********************************************************************
 QF0263  DESIGNATION -  E 194
 QF0263  PID         -  QF0263
 QF0263  STATE/COUNTY-  ME/WASHINGTON
 QF0263  USGS QUAD   -  WAITE (1988)
 QF0263
 QF0263                         *CURRENT SURVEY CONTROL
 QF0263  ___________________________________________________________________
 QF0263* NAD 83(1986)-  45 20 19.     (N)    067 41 37.     (W)     SCALED    
 QF0263* NAVD 88     -       107.446  (meters)     352.51   (feet)  ADJUSTED  
 QF0263  ___________________________________________________________________
 QF0263  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 QF0263  DYNAMIC HT  -         107.444 (meters)     352.51  (feet)  COMP
 QF0263  MODELED GRAV-     980,600.3   (mgal)                       NAVD 88
 QF0263
 QF0263  VERT ORDER  -  FIRST     CLASS II
 QF0263
 QF0263.The horizontal coordinates were scaled from a topographic map and have
 QF0263.an estimated accuracy of +/- 6 seconds.
 QF0263
 QF0263.The orthometric height was determined by differential leveling
 QF0263.and adjusted by the National Geodetic Survey in June 1991..
 QF0263
 QF0263.The geoid height was determined by GEOID03.
 QF0263
 QF0263.The dynamic height is computed by dividing the NAVD 88
 QF0263.geopotential number by the normal gravity value computed on the
 QF0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0263.degrees latitude (g = 980.6199 gals.).
 QF0263
 QF0263.The modeled gravity was interpolated from observed gravity values.
 QF0263
 QF0263;                    North         East    Units  Estimated Accuracy
 QF0263;SPC ME E     -   186,090.      363,200.      MT  (+/- 180 meters Scaled)
 QF0263
 QF0263                          SUPERSEDED SURVEY CONTROL
 QF0263
 QF0263.No superseded survey control is available for this station.
 QF0263
 QF0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL023213(NAD 83)
 QF0263_MARKER: DB = BENCH MARK DISK
 QF0263_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QF0263_SP_SET: STAINLESS STEEL ROD
 QF0263_STAMPING: E 194 1978
 QF0263_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QF0263
 QF0263  HISTORY     - Date     Condition        Report By
 QF0263  HISTORY     - 1978     MONUMENTED       NGS
 QF0263
 QF0263                          STATION DESCRIPTION
 QF0263
 QF0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0263'0.3 MI NORTH FROM WAITE.
 QF0263'0.3 MILE NORTH ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT WAITE,
 QF0263'223.3 FEET SOUTH OF POWER POLE NUMBER 492, 176.2 FEET NORTH OF
 QF0263'POWER POLE NUMBER 493, 91.6 FEET NORTHEAST OF AND ACROSS THE
 QF0263'HIGHWAY FROM TELEPHONE POLE NUMBER 484, 43.5 FEET EAST OF THE CENTER
 QF0263'LINE OF HIGHWAY, 37.7 FEET SOUTH OF THE CENTER LINE OF A DIM TRACK
 QF0263'ROAD LEADING EAST. DISK IS 4 INCHES BELOW GROUND, ACCESS TO WHICH
 QF0263'IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0513 ***********************************************************************
 RF0513  DESIGNATION -  E 195
 RF0513  PID         -  RF0513
 RF0513  STATE/COUNTY-  ME/AROOSTOOK
 RF0513  USGS QUAD   -  KNOWLES CORNER (1986)
 RF0513
 RF0513                         *CURRENT SURVEY CONTROL
 RF0513  ___________________________________________________________________
 RF0513* NAD 83(1986)-  46 12 16.     (N)    068 17 42.     (W)     SCALED    
 RF0513* NAVD 88     -       265.069  (meters)     869.65   (feet)  ADJUSTED  
 RF0513  ___________________________________________________________________
 RF0513  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 RF0513  DYNAMIC HT  -         265.079 (meters)     869.68  (feet)  COMP
 RF0513  MODELED GRAV-     980,644.7   (mgal)                       NAVD 88
 RF0513
 RF0513  VERT ORDER  -  FIRST     CLASS II
 RF0513
 RF0513.The horizontal coordinates were scaled from a topographic map and have
 RF0513.an estimated accuracy of +/- 6 seconds.
 RF0513
 RF0513.The orthometric height was determined by differential leveling
 RF0513.and adjusted by the National Geodetic Survey in June 1991..
 RF0513
 RF0513.The geoid height was determined by GEOID03.
 RF0513
 RF0513.The dynamic height is computed by dividing the NAVD 88
 RF0513.geopotential number by the normal gravity value computed on the
 RF0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0513.degrees latitude (g = 980.6199 gals.).
 RF0513
 RF0513.The modeled gravity was interpolated from observed gravity values.
 RF0513
 RF0513;                    North         East    Units  Estimated Accuracy
 RF0513;SPC ME E     -   282,020.      315,820.      MT  (+/- 180 meters Scaled)
 RF0513
 RF0513                          SUPERSEDED SURVEY CONTROL
 RF0513
 RF0513.No superseded survey control is available for this station.
 RF0513
 RF0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM543170(NAD 83)
 RF0513_MARKER: DB = BENCH MARK DISK
 RF0513_SETTING: 66 = SET IN ROCK OUTCROP
 RF0513_SP_SET: LEDGE
 RF0513_STAMPING: E 195 1978
 RF0513_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0513+STABILITY: POSITION/ELEVATION WELL
 RF0513
 RF0513  HISTORY     - Date     Condition        Report By
 RF0513  HISTORY     - 1978     MONUMENTED       NGS
 RF0513
 RF0513                          STATION DESCRIPTION
 RF0513
 RF0513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0513'8.7 MI NW FROM SMYRNA MILLS.
 RF0513'8.7 MILES NORTHWEST ALONG STATE HIGHWAY 212 FROM THE JUNCTION OF
 RF0513'U.S. HIGHWAY 2 AT SMYRNA MILLS, 0.45 MILE EAST OF A SMALL CONCRETE
 RF0513'BRIDGE OVER HASTING BROOK, 1.65 MILES WEST OF THE JUNCTION OF STATE
 RF0513'HIGHWAY 11, AT THE T-JUNCTION OF A WOODS ROAD LEADING NORTH, 174.0
 RF0513'FEET NORTH ALONG THE ROAD FROM THE CENTER LINE OF THE HIGHWAY, 12.0
 RF0513'FEET EAST OF THE CENTER LINE OF THE ROAD, 6.2 FEET WEST OF A 7-INCH
 RF0513'TRIANGULAR BLAZED WHITE BIRCH TREE, IN THE TOP OF A 4 BY 2-FT.
 RF0513'ROCK LEDGE 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0962 ***********************************************************************
 QG0962  DESIGNATION -  E 196
 QG0962  PID         -  QG0962
 QG0962  STATE/COUNTY-  ME/PISCATAQUIS
 QG0962  USGS QUAD   -  MILO NORTH (1988)
 QG0962
 QG0962                         *CURRENT SURVEY CONTROL
 QG0962  ___________________________________________________________________
 QG0962* NAD 83(1986)-  45 15 00.     (N)    068 59 34.     (W)     SCALED    
 QG0962* NAVD 88     -        89.082  (meters)     292.26   (feet)  ADJUSTED  
 QG0962  ___________________________________________________________________
 QG0962  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 QG0962  DYNAMIC HT  -          89.080 (meters)     292.26  (feet)  COMP
 QG0962  MODELED GRAV-     980,597.9   (mgal)                       NAVD 88
 QG0962  OBS GRAVITY -     980,602.7   (mgal)                       GRAV_OBS
 QG0962
 QG0962  VERT ORDER  -  FIRST     CLASS II
 QG0962
 QG0962.The horizontal coordinates were scaled from a topographic map and have
 QG0962.an estimated accuracy of +/- 6 seconds.
 QG0962
 QG0962.The orthometric height was determined by differential leveling
 QG0962.and adjusted by the National Geodetic Survey in June 1991..
 QG0962
 QG0962.The geoid height was determined by GEOID03.
 QG0962
 QG0962.The dynamic height is computed by dividing the NAVD 88
 QG0962.geopotential number by the normal gravity value computed on the
 QG0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0962.degrees latitude (g = 980.6199 gals.).
 QG0962
 QG0962.The modeled gravity was interpolated from observed gravity values.
 QG0962.The observed gravity was obtained from relative gravimeter ties
 QG0962.to the IGSN71 gravity network.
 QG0962
 QG0962;                    North         East    Units  Estimated Accuracy
 QG0962;SPC ME E     -   176,040.      261,320.      MT  (+/- 180 meters Scaled)
 QG0962
 QG0962                          SUPERSEDED SURVEY CONTROL
 QG0962
 QG0962.No superseded survey control is available for this station.
 QG0962
 QG0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL005107(NAD 83)
 QG0962_MARKER: I = METAL ROD
 QG0962_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QG0962_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 QG0962_STAMPING: E 196 1978
 QG0962_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0962+STABILITY: POSITION/ELEVATION WELL
 QG0962
 QG0962  HISTORY     - Date     Condition        Report By
 QG0962  HISTORY     - 1978     MONUMENTED       NGS
 QG0962  HISTORY     - 1978     GOOD             NGS
 QG0962  HISTORY     - 1978     GOOD             NGS
 QG0962
 QG0962                          STATION DESCRIPTION
 QG0962
 QG0962'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG0962'0.35 MI WSW FROM MILO.
 QG0962'0.35 MILE WESTERLY ALONG STATE HIGHWAYS 6 AND 16, WEST MAIN STREET
 QG0962'FROM THEIR JUNCTION WITH STATE HIGHWAY 11, AT THE INTERSECTION OF
 QG0962'WEST MAIN STREET WITH A PAVED ACCESS ROAD LEADING TO PENQUIS VALLEY
 QG0962'HIGH SCHOOL, ACROSS THE STREET FROM THE MAIN ENTRANCE TO THE
 QG0962'BASKETVILLE FACTORY, 51 FT. NORTH-NORTHWEST OF THE CENTERLINE OF
 QG0962'WEST MAIN STREET, 127.0 FT. EAST OF THE SOUTHEAST CORNER OF THE SCHOOL
 QG0962'SUPERINTENDANTS OFFICE BUILDING, 20.0 FT. WEST-SOUTHWEST OF THE
 QG0962'WEST CRUB RETURN OF THE ACCESS ROAD, AND 13.5 FT. SOUTH OF THE
 QG0962'SOUTHEAST CORNER OF THE BRICK BASE OF THE HIGH SCHOOL BULLETIN
 QG0962'BOARD, THIS BENCH MARK HAS BEEN DESIGNATED AS A BASIC NET A LEVEL
 QG0962'LINE JUNCTION MARK.
 QG0962
 QG0962                          STATION RECOVERY (1978)
 QG0962
 QG0962'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0962'RECOVERED IN GOOD CONDITION.
 QG0962
 QG0962                          STATION RECOVERY (1978)
 QG0962
 QG0962'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0962'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0539 ***********************************************************************
 RF0539  DESIGNATION -  E 197
 RF0539  PID         -  RF0539
 RF0539  STATE/COUNTY-  ME/AROOSTOOK
 RF0539  USGS QUAD   -  OXBOW EAST (1986)
 RF0539
 RF0539                         *CURRENT SURVEY CONTROL
 RF0539  ___________________________________________________________________
 RF0539* NAD 83(1986)-  46 26 32.     (N)    068 23 03.     (W)     SCALED    
 RF0539* NAVD 88     -       233.835  (meters)     767.17   (feet)  ADJUSTED  
 RF0539  ___________________________________________________________________
 RF0539  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 RF0539  DYNAMIC HT  -         233.851 (meters)     767.23  (feet)  COMP
 RF0539  MODELED GRAV-     980,676.2   (mgal)                       NAVD 88
 RF0539
 RF0539  VERT ORDER  -  FIRST     CLASS II
 RF0539
 RF0539.The horizontal coordinates were scaled from a topographic map and have
 RF0539.an estimated accuracy of +/- 6 seconds.
 RF0539
 RF0539.The orthometric height was determined by differential leveling
 RF0539.and adjusted by the National Geodetic Survey in June 1991..
 RF0539
 RF0539.The geoid height was determined by GEOID03.
 RF0539
 RF0539.The dynamic height is computed by dividing the NAVD 88
 RF0539.geopotential number by the normal gravity value computed on the
 RF0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0539.degrees latitude (g = 980.6199 gals.).
 RF0539
 RF0539.The modeled gravity was interpolated from observed gravity values.
 RF0539
 RF0539;                    North         East    Units  Estimated Accuracy
 RF0539;SPC ME E     -   308,430.      308,900.      MT  (+/- 180 meters Scaled)
 RF0539
 RF0539                          SUPERSEDED SURVEY CONTROL
 RF0539
 RF0539.No superseded survey control is available for this station.
 RF0539
 RF0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM473433(NAD 83)
 RF0539_MARKER: DB = BENCH MARK DISK
 RF0539_SETTING: 66 = SET IN ROCK OUTCROP
 RF0539_SP_SET: LEDGE
 RF0539_STAMPING: E 197 1978
 RF0539_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0539+STABILITY: POSITION/ELEVATION WELL
 RF0539
 RF0539  HISTORY     - Date     Condition        Report By
 RF0539  HISTORY     - 1978     MONUMENTED       NGS
 RF0539
 RF0539                          STATION DESCRIPTION
 RF0539
 RF0539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0539'4.45 MI SOUTH FROM MASARDIS.
 RF0539'4.45 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE CONCRETE BRIDGE
 RF0539'OVER THE ST. CROIX STREAM AT MASARDIS, 2.0 MILES SOUTH OF THE
 RF0539'TOWN LINE SIGN T9 R5, 0.15 MILE NORTH OF THE Y-JUNCTION OF PAVED
 RF0539'ROAD 5020 LEADING WEST TO OXBOW, 23.0 FEET EAST OF THE CENTER LINE
 RF0539'OF THE HIGHWAY, 21.0 FEET WEST OF A 11-INCH TRIANGULAR BLAZED FIR
 RF0539'TREE, IN THE TOP OF THE HIGHEST POINT OF THE NORTHWEST END OF A
 RF0539'CONSPICIUOUS ROCK LEDGE 4 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0499 ***********************************************************************
 PD0499  DESIGNATION -  E 198
 PD0499  PID         -  PD0499
 PD0499  STATE/COUNTY-  ME/WASHINGTON
 PD0499  USGS QUAD   -  CUTLER (1993)
 PD0499
 PD0499                         *CURRENT SURVEY CONTROL
 PD0499  ___________________________________________________________________
 PD0499* NAD 83(1986)-  44 43 52.     (N)    067 07 43.     (W)     SCALED    
 PD0499* NAVD 88     -        43.195  (meters)     141.72   (feet)  ADJUSTED  
 PD0499  ___________________________________________________________________
 PD0499  GEOID HEIGHT-         -22.35  (meters)                     GEOID03
 PD0499  DYNAMIC HT  -          43.195 (meters)     141.72  (feet)  COMP
 PD0499  MODELED GRAV-     980,621.2   (mgal)                       NAVD 88
 PD0499
 PD0499  VERT ORDER  -  FIRST     CLASS II
 PD0499
 PD0499.The horizontal coordinates were scaled from a topographic map and have
 PD0499.an estimated accuracy of +/- 6 seconds.
 PD0499
 PD0499.The orthometric height was determined by differential leveling
 PD0499.and adjusted by the National Geodetic Survey in June 1991..
 PD0499
 PD0499.The geoid height was determined by GEOID03.
 PD0499
 PD0499.The dynamic height is computed by dividing the NAVD 88
 PD0499.geopotential number by the normal gravity value computed on the
 PD0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0499.degrees latitude (g = 980.6199 gals.).
 PD0499
 PD0499.The modeled gravity was interpolated from observed gravity values.
 PD0499
 PD0499;                    North         East    Units  Estimated Accuracy
 PD0499;SPC ME E     -   119,180.      408,620.      MT  (+/- 180 meters Scaled)
 PD0499
 PD0499                          SUPERSEDED SURVEY CONTROL
 PD0499
 PD0499.No superseded survey control is available for this station.
 PD0499
 PD0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK481547(NAD 83)
 PD0499_MARKER: DB = BENCH MARK DISK
 PD0499_SETTING: 66 = SET IN ROCK OUTCROP
 PD0499_SP_SET: LEDGE
 PD0499_STAMPING: E 198 1978
 PD0499_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0499+STABILITY: POSITION/ELEVATION WELL
 PD0499
 PD0499  HISTORY     - Date     Condition        Report By
 PD0499  HISTORY     - 1978     MONUMENTED       NGS
 PD0499
 PD0499                          STATION DESCRIPTION
 PD0499
 PD0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PD0499'4.6 MI SW FROM SOUTH TRESCOTT.
 PD0499'4.6 MILES SOUTHWEST ALONG STATE HIGHWAY 191 FROM THE Y-JUNCTION OF
 PD0499'THE SOUTH LUBEC ROAD AT SOUTH TRESCOTT, 0.8 MILE SOUTHWEST OF A
 PD0499'SMALL CONCRETE BRIDGE OVER A STREAM, ABOUT 0.05 MILE NORTH OF THE
 PD0499'CREST OF A HILL, 30.0 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 PD0499'24.3 FEET NORTH OF AN 8-INCH FIR TREE, 11.2 FEET SOUTH OF THE
 PD0499'CENTER OF A CLUSTER OF 7 WHITE BIRCH TREES, IN THE TOP OF A ROUNDED
 PD0499'LEDGE, 3 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0706 ***********************************************************************
 QG0706  DESIGNATION -  E 2
 QG0706  PID         -  QG0706
 QG0706  STATE/COUNTY-  ME/PISCATAQUIS
 QG0706  USGS QUAD   -  EBEEMEE MOUNTAIN (1988)
 QG0706
 QG0706                         *CURRENT SURVEY CONTROL
 QG0706  ___________________________________________________________________
 QG0706* NAD 83(1986)-  45 22 35.     (N)    069 05 13.     (W)     SCALED    
 QG0706* NAVD 88     -       155.289  (meters)     509.48   (feet)  ADJUSTED  
 QG0706  ___________________________________________________________________
 QG0706  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 QG0706  DYNAMIC HT  -         155.286 (meters)     509.47  (feet)  COMP
 QG0706  MODELED GRAV-     980,597.1   (mgal)                       NAVD 88
 QG0706
 QG0706  VERT ORDER  -  FIRST     CLASS II
 QG0706
 QG0706.The horizontal coordinates were scaled from a topographic map and have
 QG0706.an estimated accuracy of +/- 6 seconds.
 QG0706
 QG0706.The orthometric height was determined by differential leveling
 QG0706.and adjusted by the National Geodetic Survey in June 1991..
 QG0706
 QG0706.The geoid height was determined by GEOID03.
 QG0706
 QG0706.The dynamic height is computed by dividing the NAVD 88
 QG0706.geopotential number by the normal gravity value computed on the
 QG0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0706.degrees latitude (g = 980.6199 gals.).
 QG0706
 QG0706.The modeled gravity was interpolated from observed gravity values.
 QG0706
 QG0706;                    North         East    Units  Estimated Accuracy
 QG0706;SPC ME E     -   190,140.      254,030.      MT  (+/- 180 meters Scaled)
 QG0706
 QG0706                          SUPERSEDED SURVEY CONTROL
 QG0706
 QG0706  NGVD 29 (??/??/92)  155.465  (m)          510.05   (f) ADJ UNCH    1 2
 QG0706
 QG0706.Superseded values are not recommended for survey control.
 QG0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0706.See file dsdata.txt to determine how the superseded data were derived.
 QG0706
 QG0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL931247(NAD 83)
 QG0706_MARKER: DB = BENCH MARK DISK
 QG0706_SETTING: 80 = SET IN A BOULDER
 QG0706_SP_SET: BOULDER
 QG0706_STAMPING: E 2 1916
 QG0706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0706+STABILITY: SURFACE MOTION
 QG0706
 QG0706  HISTORY     - Date     Condition        Report By
 QG0706  HISTORY     - 1916     MONUMENTED       CGS
 QG0706
 QG0706                          STATION DESCRIPTION
 QG0706
 QG0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1916
 QG0706'2.3 MI NW FROM BROWNVILLE JUNCTION.
 QG0706'2.3 MILES NORTHWEST ALONG THE CANADIAN PACIFIC RAILROAD FROM
 QG0706'BROWNVILLE JUNCTION, PISCATAQUIS COUNTY OPPOSITE THE 17TH POLE
 QG0706'WEST OF MILEPOST 2, 20 YARDS NORTHEAST OF THE CENTER LINE OF THE
 QG0706'TRACK, IN THE TOP OF A 6-BY 10 FOOT FLAT BOULDER, 1 1/2 FEET
 QG0706'ABOVE THE GROUND SURFACE.  A STANDARD DISK.  STAMPED, E 2 1916.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0114 ***********************************************************************
 QF0114  DESIGNATION -  E 20
 QF0114  PID         -  QF0114
 QF0114  STATE/COUNTY-  ME/WASHINGTON
 QF0114  USGS QUAD   -  TOMAH MOUNTAIN (1988)
 QF0114
 QF0114                         *CURRENT SURVEY CONTROL
 QF0114  ___________________________________________________________________
 QF0114* NAD 83(1986)-  45 29 02.     (N)    067 44 50.     (W)     SCALED    
 QF0114* NAVD 88     -       163.888  (meters)     537.69   (feet)  ADJUSTED  
 QF0114  ___________________________________________________________________
 QF0114  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 QF0114  DYNAMIC HT  -         163.887 (meters)     537.69  (feet)  COMP
 QF0114  MODELED GRAV-     980,605.3   (mgal)                       NAVD 88
 QF0114
 QF0114  VERT ORDER  -  SECOND    CLASS 0
 QF0114
 QF0114.The horizontal coordinates were scaled from a topographic map and have
 QF0114.an estimated accuracy of +/- 6 seconds.
 QF0114
 QF0114.The orthometric height was determined by differential leveling
 QF0114.and adjusted by the National Geodetic Survey in June 1991..
 QF0114
 QF0114.The geoid height was determined by GEOID03.
 QF0114
 QF0114.The dynamic height is computed by dividing the NAVD 88
 QF0114.geopotential number by the normal gravity value computed on the
 QF0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0114.degrees latitude (g = 980.6199 gals.).
 QF0114
 QF0114.The modeled gravity was interpolated from observed gravity values.
 QF0114
 QF0114;                    North         East    Units  Estimated Accuracy
 QF0114;SPC ME E     -   202,190.      358,850.      MT  (+/- 180 meters Scaled)
 QF0114
 QF0114                          SUPERSEDED SURVEY CONTROL
 QF0114
 QF0114  NGVD 29 (??/??/92)  164.061  (m)          538.26   (f) ADJ UNCH    2 0
 QF0114
 QF0114.Superseded values are not recommended for survey control.
 QF0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0114.See file dsdata.txt to determine how the superseded data were derived.
 QF0114
 QF0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL979374(NAD 83)
 QF0114_MARKER: DB = BENCH MARK DISK
 QF0114_SETTING: 80 = SET IN A BOULDER
 QF0114_SP_SET: BOULDER
 QF0114_STAMPING: 538.257 E 20 1933
 QF0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0114+STABILITY: SURFACE MOTION
 QF0114
 QF0114  HISTORY     - Date     Condition        Report By
 QF0114  HISTORY     - 1933     MONUMENTED       CGS
 QF0114  HISTORY     - 1978     MARK NOT FOUND   NGS
 QF0114
 QF0114                          STATION DESCRIPTION
 QF0114
 QF0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 QF0114'3.2 MI S FROM BROOKTON.
 QF0114'3.2 MILES SOUTH ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 QF0114'BROOKTON, WASHINGTON COUNTY, 4 POLES NORTH OF THE JUNCTION OF
 QF0114'A ROAD LEADING EAST TO A GRAVEL PIT, 2 POLES SOUTH OF THE SUMMIT
 QF0114'OF A HILL, 11 YARDS EAST OF THE CENTER LINE OF THE HIGHWAY, IN
 QF0114'THE TOP OF A 6- BY 6-FOOT BOULDER, AND ABOUT 3 FEET ABOVE THE
 QF0114'GROUND.  A STANDARD DISK, STAMPED 538.257 E 20 1933.
 QF0114
 QF0114                          STATION RECOVERY (1978)
 QF0114
 QF0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QF0114'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0234 ***********************************************************************
 QF0234  DESIGNATION -  E 200
 QF0234  PID         -  QF0234
 QF0234  STATE/COUNTY-  ME/WASHINGTON
 QF0234  USGS QUAD   -  CALAIS (1977)
 QF0234
 QF0234                         *CURRENT SURVEY CONTROL
 QF0234  ___________________________________________________________________
 QF0234* NAD 83(1986)-  45 09 36.     (N)    067 17 24.     (W)     SCALED    
 QF0234* NAVD 88     -        27.115  (meters)      88.96   (feet)  ADJUSTED  
 QF0234  ___________________________________________________________________
 QF0234  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 QF0234  DYNAMIC HT  -          27.115 (meters)      88.96  (feet)  COMP
 QF0234  MODELED GRAV-     980,619.2   (mgal)                       NAVD 88
 QF0234
 QF0234  VERT ORDER  -  FIRST     CLASS II
 QF0234
 QF0234.The horizontal coordinates were scaled from a topographic map and have
 QF0234.an estimated accuracy of +/- 6 seconds.
 QF0234
 QF0234.The orthometric height was determined by differential leveling
 QF0234.and adjusted by the National Geodetic Survey in June 1991..
 QF0234
 QF0234.The geoid height was determined by GEOID03.
 QF0234
 QF0234.The dynamic height is computed by dividing the NAVD 88
 QF0234.geopotential number by the normal gravity value computed on the
 QF0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0234.degrees latitude (g = 980.6199 gals.).
 QF0234
 QF0234.The modeled gravity was interpolated from observed gravity values.
 QF0234
 QF0234;                    North         East    Units  Estimated Accuracy
 QF0234;SPC ME E     -   166,640.      395,130.      MT  (+/- 180 meters Scaled)
 QF0234
 QF0234                          SUPERSEDED SURVEY CONTROL
 QF0234
 QF0234.No superseded survey control is available for this station.
 QF0234
 QF0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL343021(NAD 83)
 QF0234_MARKER: DB = BENCH MARK DISK
 QF0234_SETTING: 66 = SET IN ROCK OUTCROP
 QF0234_SP_SET: OUTCROP
 QF0234_STAMPING: E 200 1978
 QF0234_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0234+STABILITY: POSITION/ELEVATION WELL
 QF0234
 QF0234  HISTORY     - Date     Condition        Report By
 QF0234  HISTORY     - 1978     MONUMENTED       NGS
 QF0234
 QF0234                          STATION DESCRIPTION
 QF0234
 QF0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0234'2.4 MI SW FROM CALAIS.
 QF0234'2.4 MILES SOUTHWEST ALONG U.S. HIGHWAY FROM THE POST OFFICE AT
 QF0234'CALAIS, 58.6 FEET NORTH-NORTHEAST OF A FIRE HYDRANT, 83.9 FEET
 QF0234'SOUTHEAST OF EAST END OF A 36-INCH CONCRETE PIPE CULVERT THAT
 QF0234'LEADS WEST, 54.5 FEET EAST OF THE CENTER LINE OF HIGHWAY, 31.5 FEET
 QF0234'EAST-SOUTHEAST OF NORTH END OF A 12-INCH CORRUGATED STEEL PIPE
 QF0234'CULVERT THAT LEADS SOUTH, 13.8 FEET WEST OF A BARBED WIRE FENCE.
 QF0234'IN THE TOP OF A 4 BY 4-FT. OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0530 ***********************************************************************
 PD0530  DESIGNATION -  E 202
 PD0530  PID         -  PD0530
 PD0530  STATE/COUNTY-  ME/WASHINGTON
 PD0530  USGS QUAD   -  EASTPORT (1977)
 PD0530
 PD0530                         *CURRENT SURVEY CONTROL
 PD0530  ___________________________________________________________________
 PD0530* NAD 83(1996)-  44 56 19.26758(N)    067 01 49.91431(W)     ADJUSTED  
 PD0530* NAVD 88     -         5.020  (meters)      16.47   (feet)  ADJUSTED  
 PD0530  ___________________________________________________________________
 PD0530  X           -   1,764,821.581 (meters)                     COMP
 PD0530  Y           -  -4,163,826.742 (meters)                     COMP
 PD0530  Z           -   4,482,515.259 (meters)                     COMP
 PD0530  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 PD0530  ELLIP HEIGHT-         -17.52  (meters)          (01/15/02) GPS OBS
 PD0530  GEOID HEIGHT-         -22.56  (meters)                     GEOID03
 PD0530  DYNAMIC HT  -           5.020 (meters)      16.47  (feet)  COMP
 PD0530  MODELED GRAV-     980,618.4   (mgal)                       NAVD 88
 PD0530
 PD0530  HORZ ORDER  -  FIRST
 PD0530  VERT ORDER  -  FIRST     CLASS II
 PD0530  ELLP ORDER  -  FOURTH    CLASS I
 PD0530
 PD0530.The horizontal coordinates were established by GPS observations
 PD0530.and adjusted by the National Geodetic Survey in March 1998..
 PD0530
 PD0530.The orthometric height was determined by differential leveling
 PD0530.and adjusted by the National Geodetic Survey in June 1991..
 PD0530
 PD0530.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PD0530
 PD0530.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0530
 PD0530.The ellipsoidal height was determined by GPS observations
 PD0530.and is referenced to NAD 83.
 PD0530
 PD0530.The geoid height was determined by GEOID03.
 PD0530
 PD0530.The dynamic height is computed by dividing the NAVD 88
 PD0530.geopotential number by the normal gravity value computed on the
 PD0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0530.degrees latitude (g = 980.6199 gals.).
 PD0530
 PD0530.The modeled gravity was interpolated from observed gravity values.
 PD0530
 PD0530;                    North         East     Units Scale Factor Converg.
 PD0530;SPC ME E     -   142,380.848   415,974.876   MT  1.00006534   +1 02 17.1
 PD0530;UTM  19      - 4,978,025.961   655,389.800   MT  0.99989692   +1 23 29.1
 PD0530
 PD0530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0530!SPC ME E     -   1.00000275  x   1.00006534  =   1.00006809
 PD0530!UTM  19      -   1.00000275  x   0.99989692  =   0.99989967
 PD0530
 PD0530                          SUPERSEDED SURVEY CONTROL
 PD0530
 PD0530  ELLIP H (03/06/98)  -17.53   (m)                       GP(       ) 4 1
 PD0530  NAD 83(1992)-  44 56 19.26484(N)    067 01 49.91304(W) AD(       ) 1
 PD0530  ELLIP H (01/28/95)  -17.49   (m)                       GP(       ) 4 2
 PD0530  NAD 83(1986)-  44 56 19.27034(N)    067 01 49.92651(W) AD(       ) 1
 PD0530  NGVD 29 (04/26/90)    5.8    (m)           19.     (f) GPS OBS        
 PD0530
 PD0530.Superseded values are not recommended for survey control.
 PD0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0530.See file dsdata.txt to determine how the superseded data were derived.
 PD0530
 PD0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5539078026(NAD 83)
 PD0530_MARKER: DB = BENCH MARK DISK
 PD0530_SETTING: 66 = SET IN ROCK OUTCROP
 PD0530_SP_SET: OUTCROP
 PD0530_STAMPING: E 202 1978
 PD0530_MARK LOGO: NGS   
 PD0530_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PD0530_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0530+STABILITY: POSITION/ELEVATION WELL
 PD0530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PD0530+SATELLITE: SATELLITE OBSERVATIONS - January 19, 1989
 PD0530
 PD0530  HISTORY     - Date     Condition        Report By
 PD0530  HISTORY     - 1978     MONUMENTED       NGS
 PD0530  HISTORY     - 19890119 GOOD             NGS
 PD0530
 PD0530                          STATION DESCRIPTION
 PD0530
 PD0530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PD0530'3.3 MI NW FROM EASTPORT.
 PD0530'3.3 MILES NORTHWEST ALONG STATE HIGHWAY 190 FROM THE POST OFFICE
 PD0530'AT EASTPORT, 126.5 FEET NORTHWEST OF THE CENTER LINE OF A GRAVEL
 PD0530'ROAD LEADING EAST, 86.6 FEET NORTHEAST OF THE CENTER LINE OF THE
 PD0530'HIGHWAY, 50.6 FEET NORTHEAST OF THE NORTHEAST RAIL OF RAILROAD
 PD0530'TRACKS, 8.0 FEET SOUTH OF THE NORTH EDGE OF THE OUTCROP. ALSO 0.1
 PD0530'MILE SOUTH ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT PERRY,
 PD0530'THENCE 3.4 MILES SOUTHEAST ALONG STATE HIGHWAY 190 TO FIRST POINT
 PD0530'OF MOOSE ISLAND.
 PD0530
 PD0530                          STATION RECOVERY (1989)
 PD0530
 PD0530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 PD0530'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW AND COMPLETE
 PD0530'DESCRIPTION FOLLOWS.
 PD0530'THE STATION IS LOCATED ABOUT 62.0 KM (38.55 MI) NORTHEAST OF MACHIAS,
 PD0530'44.3 KM (27.55 MI) SOUTH-SOUTHEAST OF CALAIS AND 6.4 KM (4.00 MI)
 PD0530'NORTHWEST OF EASTPORT.  OWNERSHIP--STATE HIGHWAY DEPARTMENT
 PD0530'RIGHT-OF-WAY.
 PD0530'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE
 PD0530'HIGHWAY 190, SOUTH OF CALAIS, GO EASTERLY THEN SOUTHERLY ON STATE
 PD0530'HIGHWAY 190 FOR 5.5 KM (3.40 MI) TO THE STATION ON THE LEFT.
 PD0530'THE STATION IS A STANDARD VERTICAL CONTROL DISK SET INTO A DRILL
 PD0530'HOLE.LOCATED 22.7 M (74.5 FT) NORTH OF THE SOUTHEAST END OF THE GUARD
 PD0530'RAIL, 20.1 M (65.9 FT) NORTH EAST OF A REFLECTOR POLE SET WITH THE
 PD0530'SIXTH GUARD RAIL SUPPORT FROM THE SOUTHEAST END OF THE GUARD RAIL,
 PD0530'0.91 M (3.0 FT) NORTHEAST OF A METAL WITNESS POST AND 0.91 M (3.0 FT)
 PD0530'SOUTH FROM THE TOP EDGE OF THE EMBANKMENT LEADING DOWN TO THE WATER.
 PD0530'SOUTHEAST MAINE SUBSIDENCE NETWORK, OCTIBER 1988.
 PD0530'DESCRIBED BY D.R. LOKKEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI8324 ***********************************************************************
 AI8324  DESIGNATION -  E 206
 AI8324  PID         -  AI8324
 AI8324  STATE/COUNTY-  ME/HANCOCK
 AI8324  USGS QUAD   -  PENOBSCOT (1981)
 AI8324
 AI8324                         *CURRENT SURVEY CONTROL
 AI8324  ___________________________________________________________________
 AI8324* NAD 83(1986)-  44 27 09.     (N)    068 42 10.     (W)     SCALED    
 AI8324* NAVD 88     -         8.517  (meters)      27.94   (feet)  ADJUSTED  
 AI8324  ___________________________________________________________________
 AI8324  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 AI8324  DYNAMIC HT  -           8.517 (meters)      27.94  (feet)  COMP
 AI8324  MODELED GRAV-     980,551.2   (mgal)                       NAVD 88
 AI8324
 AI8324  VERT ORDER  -  SECOND    CLASS I
 AI8324
 AI8324.The horizontal coordinates were scaled from a topographic map and have
 AI8324.an estimated accuracy of +/- 6 seconds.
 AI8324
 AI8324.The orthometric height was determined by differential leveling
 AI8324.and adjusted by the National Geodetic Survey in July 2002..
 AI8324.No vertical observational check was made to the station.
 AI8324
 AI8324.The geoid height was determined by GEOID03.
 AI8324
 AI8324.The dynamic height is computed by dividing the NAVD 88
 AI8324.geopotential number by the normal gravity value computed on the
 AI8324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8324.degrees latitude (g = 980.6199 gals.).
 AI8324
 AI8324.The modeled gravity was interpolated from observed gravity values.
 AI8324
 AI8324;                    North         East    Units  Estimated Accuracy
 AI8324;SPC ME E     -    87,330.      283,860.      MT  (+/- 180 meters Scaled)
 AI8324
 AI8324                          SUPERSEDED SURVEY CONTROL
 AI8324
 AI8324.No superseded survey control is available for this station.
 AI8324
 AI8324_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK236221(NAD 83)
 AI8324_MARKER: DV = VERTICAL CONTROL DISK
 AI8324_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI8324_SP_SET: BRIDGE ABUTMENT
 AI8324_STAMPING: E 206 2000
 AI8324_MARK LOGO: NGS   
 AI8324_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8324_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI8324_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI8324+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AI8324
 AI8324  HISTORY     - Date     Condition        Report By
 AI8324  HISTORY     - 2000     MONUMENTED       NGS
 AI8324
 AI8324                          STATION DESCRIPTION
 AI8324
 AI8324'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 AI8324'0.2 KM (0.10 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 199 FROM THE POST
 AI8324'OFFICE IN PENOBSCOT, THENCE 1.6 KM (1.00 MI) SOUTHERLY ALONG STATE
 AI8324'HIGHWAY 175, IN TOP OF AND 0.4 M (1.3 FT) EAST OF THE WEST END OF THE
 AI8324'SOUTH CONCRETE ABUTMENT OF THE HIGHWAY BRIDGE SPANNING WINSLOW STREAM,
 AI8324'6.7 M (22.0 FT) EAST OF THE HIGHWAY CENTERLINE, AND 0.3 M (1.0 FT)
 AI8324'BELOW THE LEVEL OF THE HIGHWAY.  NOTE--THE MARK IS ON THE HIGHWAY
 AI8324'RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0042 ***********************************************************************
 RE0042  DESIGNATION -  E 21
 RE0042  PID         -  RE0042
 RE0042  STATE/COUNTY-  ME/AROOSTOOK
 RE0042  USGS QUAD   -  HOULTON NORTH (1984)
 RE0042
 RE0042                         *CURRENT SURVEY CONTROL
 RE0042  ___________________________________________________________________
 RE0042* NAD 83(1986)-  46 07 34.     (N)    067 50 27.     (W)     SCALED    
 RE0042* NAVD 88     -       109.599  (meters)     359.58   (feet)  ADJUSTED  
 RE0042  ___________________________________________________________________
 RE0042  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 RE0042  DYNAMIC HT  -         109.606 (meters)     359.60  (feet)  COMP
 RE0042  MODELED GRAV-     980,675.7   (mgal)                       NAVD 88
 RE0042  OBS GRAVITY -     980,671.7   (mgal)                       GRAV_OBS
 RE0042
 RE0042  VERT ORDER  -  FIRST     CLASS II
 RE0042
 RE0042.The horizontal coordinates were scaled from a topographic map and have
 RE0042.an estimated accuracy of +/- 6 seconds.
 RE0042
 RE0042.The orthometric height was determined by differential leveling
 RE0042.and adjusted by the National Geodetic Survey in June 1991..
 RE0042
 RE0042.The geoid height was determined by GEOID03.
 RE0042
 RE0042.The dynamic height is computed by dividing the NAVD 88
 RE0042.geopotential number by the normal gravity value computed on the
 RE0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0042.degrees latitude (g = 980.6199 gals.).
 RE0042
 RE0042.The modeled gravity was interpolated from observed gravity values.
 RE0042.The observed gravity was obtained from relative gravimeter ties
 RE0042.to the IGSN71 gravity network.
 RE0042
 RE0042;                    North         East    Units  Estimated Accuracy
 RE0042;SPC ME E     -   273,500.      350,940.      MT  (+/- 180 meters Scaled)
 RE0042
 RE0042                          SUPERSEDED SURVEY CONTROL
 RE0042
 RE0042  NGVD 29 (??/??/92)  109.791  (m)          360.21   (f) ADJ UNCH    1 2
 RE0042
 RE0042.Superseded values are not recommended for survey control.
 RE0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0042.See file dsdata.txt to determine how the superseded data were derived.
 RE0042
 RE0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM895087(NAD 83)
 RE0042_MARKER: DB = BENCH MARK DISK
 RE0042_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RE0042_SP_SET: BUILDING
 RE0042_STAMPING: E 21 1933 360.206
 RE0042_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RE0042_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RE0042+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2006
 RE0042
 RE0042  HISTORY     - Date     Condition        Report By
 RE0042  HISTORY     - 1933     MONUMENTED       CGS
 RE0042  HISTORY     - 1958     GOOD             NGS
 RE0042  HISTORY     - 1972     GOOD             MEDT
 RE0042  HISTORY     - 1978     GOOD             NGS
 RE0042  HISTORY     - 20060521 GOOD             USPSQD
 RE0042
 RE0042                          STATION DESCRIPTION
 RE0042
 RE0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 RE0042'AT HOULTON.
 RE0042'AT HOULTON, ON MAINE STREET, SET VERTICALLY IN THE SOUTH WALL
 RE0042'OF THE HOULTON TRUST BUILDING, 100 FEET NORTH OF THE CENTER LINE
 RE0042'OF MAINE STREET, ABOUT 1/2 FOOT EAST OF THE SOUTHWEST CORNER
 RE0042'OF THE BUILDING, ABOUT 2 FEET ABOVE THE LEVEL OF THE SIDEWALK.
 RE0042
 RE0042                          STATION RECOVERY (1972)
 RE0042
 RE0042'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1972
 RE0042'RECOVERED IN GOOD CONDITION.
 RE0042
 RE0042                          STATION RECOVERY (1978)
 RE0042
 RE0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 RE0042'RECOVERED IN GOOD CONDITION.
 RE0042
 RE0042                          STATION RECOVERY (2006)
 RE0042
 RE0042'RECOVERY NOTE BY US POWER SQUADRON 2006 (AMW)
 RE0042'THE BUILDING IS NO LONGER A BANK, BUT THE ORIGINAL SIGNS ARE STILL
 RE0042'THERE. IT IS NOW THE CLEARY LAW OFFICE. THE MARK IS ON THE BRICK
 RE0042'PORTION TO THE RIGHT OF THE ENTRANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0064 ***********************************************************************
 RE0064  DESIGNATION -  E 22
 RE0064  PID         -  RE0064
 RE0064  STATE/COUNTY-  ME/AROOSTOOK
 RE0064  USGS QUAD   -  EASTON (1984)
 RE0064
 RE0064                         *CURRENT SURVEY CONTROL
 RE0064  ___________________________________________________________________
 RE0064* NAD 83(1986)-  46 44 29.     (N)    067 57 37.     (W)     SCALED    
 RE0064* NAVD 88     -       129.705  (meters)     425.54   (feet)  ADJUSTED  
 RE0064  ___________________________________________________________________
 RE0064  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 RE0064  DYNAMIC HT  -         129.718 (meters)     425.58  (feet)  COMP
 RE0064  MODELED GRAV-     980,709.2   (mgal)                       NAVD 88
 RE0064
 RE0064  VERT ORDER  -  SECOND    CLASS 0
 RE0064
 RE0064.The horizontal coordinates were scaled from a topographic map and have
 RE0064.an estimated accuracy of +/- 6 seconds.
 RE0064
 RE0064.The orthometric height was determined by differential leveling
 RE0064.and adjusted by the National Geodetic Survey in June 1991..
 RE0064
 RE0064.The geoid height was determined by GEOID03.
 RE0064
 RE0064.The dynamic height is computed by dividing the NAVD 88
 RE0064.geopotential number by the normal gravity value computed on the
 RE0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0064.degrees latitude (g = 980.6199 gals.).
 RE0064
 RE0064.The modeled gravity was interpolated from observed gravity values.
 RE0064
 RE0064;                    North         East    Units  Estimated Accuracy
 RE0064;SPC ME E     -   341,820.      341,240.      MT  (+/- 180 meters Scaled)
 RE0064
 RE0064                          SUPERSEDED SURVEY CONTROL
 RE0064
 RE0064  NGVD 29 (??/??/92)  129.894  (m)          426.16   (f) ADJ UNCH    2 0
 RE0064
 RE0064.Superseded values are not recommended for survey control.
 RE0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0064.See file dsdata.txt to determine how the superseded data were derived.
 RE0064
 RE0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM794769(NAD 83)
 RE0064_MARKER: DB = BENCH MARK DISK
 RE0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RE0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RE0064_STAMPING: E 22 1933
 RE0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RE0064+STABILITY: SURFACE MOTION
 RE0064
 RE0064  HISTORY     - Date     Condition        Report By
 RE0064  HISTORY     - 1933     MONUMENTED       CGS
 RE0064
 RE0064                          STATION DESCRIPTION
 RE0064
 RE0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 RE0064'2.5 MI S FROM MAYSVILLE.
 RE0064'2.5 MILES SOUTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 RE0064'MAYSVILLE, AROOSTOOK COUNTY, 0.5 MILE SOUTH OF MILEPOST 218,
 RE0064'AND 3 YARDS NORTH OF THE CENTERLINE OF A WAGON ROAD.  A STANDARD
 RE0064'DISK, STAMPED E 22 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0024 ***********************************************************************
 SF0024  DESIGNATION -  E 23
 SF0024  PID         -  SF0024
 SF0024  STATE/COUNTY-  ME/AROOSTOOK
 SF0024  USGS QUAD   -  FRENCHVILLE (1986)
 SF0024
 SF0024                         *CURRENT SURVEY CONTROL
 SF0024  ___________________________________________________________________
 SF0024* NAD 83(1986)-  47 20 03.     (N)    068 22 47.     (W)     SCALED    
 SF0024* NAVD 88     -       147.215  (meters)     482.99   (feet)  ADJUSTED  
 SF0024  ___________________________________________________________________
 SF0024  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 SF0024  DYNAMIC HT  -         147.237 (meters)     483.06  (feet)  COMP
 SF0024  MODELED GRAV-     980,762.4   (mgal)                       NAVD 88
 SF0024
 SF0024  VERT ORDER  -  SECOND    CLASS 0
 SF0024
 SF0024.The horizontal coordinates were scaled from a topographic map and have
 SF0024.an estimated accuracy of +/- 6 seconds.
 SF0024
 SF0024.The orthometric height was determined by differential leveling
 SF0024.and adjusted by the National Geodetic Survey in June 1991..
 SF0024
 SF0024.The geoid height was determined by GEOID03.
 SF0024
 SF0024.The dynamic height is computed by dividing the NAVD 88
 SF0024.geopotential number by the normal gravity value computed on the
 SF0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0024.degrees latitude (g = 980.6199 gals.).
 SF0024
 SF0024.The modeled gravity was interpolated from observed gravity values.
 SF0024
 SF0024;                    North         East    Units  Estimated Accuracy
 SF0024;SPC ME E     -   407,580.      309,090.      MT  (+/- 180 meters Scaled)
 SF0024
 SF0024                          SUPERSEDED SURVEY CONTROL
 SF0024
 SF0024  NGVD 29 (??/??/92)  147.335  (m)          483.38   (f) ADJ UNCH    2 0
 SF0024
 SF0024.Superseded values are not recommended for survey control.
 SF0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0024.See file dsdata.txt to determine how the superseded data were derived.
 SF0024
 SF0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN468424(NAD 83)
 SF0024_MARKER: DB = BENCH MARK DISK
 SF0024_SETTING: 80 = SET IN A BOULDER
 SF0024_SP_SET: BOULDER
 SF0024_STAMPING: E 23 1933
 SF0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF0024+STABILITY: SURFACE MOTION
 SF0024
 SF0024  HISTORY     - Date     Condition        Report By
 SF0024  HISTORY     - 1933     MONUMENTED       CGS
 SF0024
 SF0024                          STATION DESCRIPTION
 SF0024
 SF0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 SF0024'4 MI N FROM FRENCHVILLE.
 SF0024'4.0 MILES NORTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM THE
 SF0024'STATION AT FRENCHVILLE, AROOSTOOK COUNTY, 12 YARD SOUTH OF THE
 SF0024'CENTERLINE OF THE TRACK, BACK OF A BARN ON THE LAND OF ADELARD
 SF0024'BOUCHARD, 15 YARDS NORTH OF THE NORTHEAST CORNER OF THE BARN, IN
 SF0024'THE TOP OF AN EMBEDDED BOULDER, ABOUT 1 1/2 FEET BELOW THE LEVEL
 SF0024'OF THE TRACK.  A STANDARD DISK, STAMPED E 23 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0815 ***********************************************************************
 QG0815  DESIGNATION -  E 24
 QG0815  PID         -  QG0815
 QG0815  STATE/COUNTY-  ME/SOMERSET
 QG0815  USGS QUAD   -  DIMMICK MOUNTAIN (1989)
 QG0815
 QG0815                         *CURRENT SURVEY CONTROL
 QG0815  ___________________________________________________________________
 QG0815* NAD 83(1986)-  45 14 56.     (N)    069 49 50.     (W)     SCALED    
 QG0815* NAVD 88     -       297.613  (meters)     976.42   (feet)  ADJUSTED  
 QG0815  ___________________________________________________________________
 QG0815  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 QG0815  DYNAMIC HT  -         297.593 (meters)     976.35  (feet)  COMP
 QG0815  MODELED GRAV-     980,541.1   (mgal)                       NAVD 88
 QG0815
 QG0815  VERT ORDER  -  SECOND    CLASS 0
 QG0815
 QG0815.The horizontal coordinates were scaled from a topographic map and have
 QG0815.an estimated accuracy of +/- 6 seconds.
 QG0815
 QG0815.The orthometric height was determined by differential leveling
 QG0815.and adjusted by the National Geodetic Survey in June 1991..
 QG0815
 QG0815.The geoid height was determined by GEOID03.
 QG0815
 QG0815.The dynamic height is computed by dividing the NAVD 88
 QG0815.geopotential number by the normal gravity value computed on the
 QG0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0815.degrees latitude (g = 980.6199 gals.).
 QG0815
 QG0815.The modeled gravity was interpolated from observed gravity values.
 QG0815
 QG0815;                    North         East    Units  Estimated Accuracy
 QG0815;SPC ME W     -   268,450.      926,390.      MT  (+/- 180 meters Scaled)
 QG0815
 QG0815                          SUPERSEDED SURVEY CONTROL
 QG0815
 QG0815  NGVD 29 (??/??/92)  297.773  (m)          976.94   (f) ADJ UNCH    2 0
 QG0815
 QG0815.Superseded values are not recommended for survey control.
 QG0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0815.See file dsdata.txt to determine how the superseded data were derived.
 QG0815
 QG0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL348109(NAD 83)
 QG0815_MARKER: DB = BENCH MARK DISK
 QG0815_SETTING: 80 = SET IN A BOULDER
 QG0815_SP_SET: BOULDER
 QG0815_STAMPING: 976.944 E 24 1933
 QG0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0815+STABILITY: SURFACE MOTION
 QG0815
 QG0815  HISTORY     - Date     Condition        Report By
 QG0815  HISTORY     - 1933     MONUMENTED       CGS
 QG0815
 QG0815                          STATION DESCRIPTION
 QG0815
 QG0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 QG0815'AT BAKERS.
 QG0815'AT BAKERS, SOMERSET COUNTY, ON THE OLD ROADBED OF THE ABANDONED
 QG0815'MAINE CENTRAL RAILROAD, 11 YARDS EAST OF THE CENTER LINE OF
 QG0815'THE ROADBED, IN THE TOP OF A 6- BY 5-FOOT FLAT BOULDER PROJECTING
 QG0815'ABOUT 2 FEET ABOVE THE GROUND, AND ABOUT 1 FOOT LOWER THAN THE
 QG0815'ROADBED.  A STANDARD DISK, STAMPED 976.944 E 24 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1508 ***********************************************************************
 PE1508  DESIGNATION -  E 25
 PE1508  PID         -  PE1508
 PE1508  STATE/COUNTY-  ME/SOMERSET
 PE1508  USGS QUAD   -  NORRIDGEWOCK (1982)
 PE1508
 PE1508                         *CURRENT SURVEY CONTROL
 PE1508  ___________________________________________________________________
 PE1508* NAD 83(1986)-  44 42 46.     (N)    069 47 24.     (W)     SCALED    
 PE1508* NAVD 88     -        62.018  (meters)     203.47   (feet)  ADJUSTED  
 PE1508  ___________________________________________________________________
 PE1508  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 PE1508  DYNAMIC HT  -          62.013 (meters)     203.45  (feet)  COMP
 PE1508  MODELED GRAV-     980,535.4   (mgal)                       NAVD 88
 PE1508
 PE1508  VERT ORDER  -  SECOND    CLASS 0
 PE1508
 PE1508.The horizontal coordinates were scaled from a topographic map and have
 PE1508.an estimated accuracy of +/- 6 seconds.
 PE1508
 PE1508.The orthometric height was determined by differential leveling
 PE1508.and adjusted by the National Geodetic Survey in June 1991..
 PE1508
 PE1508.The geoid height was determined by GEOID03.
 PE1508
 PE1508.The dynamic height is computed by dividing the NAVD 88
 PE1508.geopotential number by the normal gravity value computed on the
 PE1508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1508.degrees latitude (g = 980.6199 gals.).
 PE1508
 PE1508.The modeled gravity was interpolated from observed gravity values.
 PE1508
 PE1508;                    North         East    Units  Estimated Accuracy
 PE1508;SPC ME W     -   208,880.      929,850.      MT  (+/- 180 meters Scaled)
 PE1508
 PE1508                          SUPERSEDED SURVEY CONTROL
 PE1508
 PE1508  NGVD 29 (??/??/92)   62.208  (m)          204.09   (f) ADJ UNCH    2 0
 PE1508
 PE1508.Superseded values are not recommended for survey control.
 PE1508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1508.See file dsdata.txt to determine how the superseded data were derived.
 PE1508
 PE1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK374513(NAD 83)
 PE1508_MARKER: DB = BENCH MARK DISK
 PE1508_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE1508_SP_SET: BRIDGE
 PE1508_STAMPING: 204.094 E 25 1933
 PE1508_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE1508
 PE1508  HISTORY     - Date     Condition        Report By
 PE1508  HISTORY     - 1933     MONUMENTED       CGS
 PE1508  HISTORY     - 1934     GOOD             NGS
 PE1508
 PE1508                          STATION DESCRIPTION
 PE1508
 PE1508'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PE1508'AT NORRIDGEWOCK.
 PE1508'AT NORRIDGEWOCK, SOMERSET COUNTY, ON THE MAINE CENTRAL RAILROAD,
 PE1508'11 RAILS SOUTHEAST OF THE CROSSING OF MAINE STREET, 7 RAILS
 PE1508'NORTHWEST OF THE CROSSING OF NEW HAMPSHIRE STREET, 8 RAILS
 PE1508'SOUTHEAST OF MILEPOST K 78, AT A SMALL RAILROAD BRIDGE, IN THE
 PE1508'TOP OF THE SOUTHWEST END OF THE NORTHWEST ABUTMENT, 6 FEET
 PE1508'SOUTHWEST OF THE CENTER LINE OF THE TRACK, AND LEVEL WITH THE
 PE1508'TRACK.  A STANDARD DISK, STAMPED 204.094 E 25 1933.
 PE1508
 PE1508                          STATION RECOVERY (1934)
 PE1508
 PE1508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PE1508'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DH6780 ***********************************************************************
 DH6780  DESIGNATION -  E 26 RESET
 DH6780  PID         -  DH6780
 DH6780  STATE/COUNTY-  ME/FRANKLIN
 DH6780  USGS QUAD   -  QUILL HILL (1969)
 DH6780
 DH6780                         *CURRENT SURVEY CONTROL
 DH6780  ___________________________________________________________________
 DH6780* NAD 83(1986)-  45 00 02.     (N)    070 35 01.     (W)     SCALED    
 DH6780* NAVD 88     -       489.50   (meters)    1606.0    (feet)  RESET     
 DH6780  ___________________________________________________________________
 DH6780  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 DH6780
 DH6780  VERT ORDER  -  THIRD
 DH6780
 DH6780.The horizontal coordinates were scaled from a topographic map and have
 DH6780.an estimated accuracy of +/- 6 seconds.
 DH6780
 DH6780.The orthometric height was computed from unverified reset data.
 DH6780.No vertical observational check was made to the station.
 DH6780
 DH6780.The geoid height was determined by GEOID03.
 DH6780
 DH6780;                    North         East    Units  Estimated Accuracy
 DH6780;SPC ME W     -   240,880.      867,130.      MT  (+/- 180 meters Scaled)
 DH6780
 DH6780                          SUPERSEDED SURVEY CONTROL
 DH6780
 DH6780.No superseded survey control is available for this station.
 DH6780
 DH6780_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK751842(NAD 83)
 DH6780_MARKER: DB = BENCH MARK DISK
 DH6780_SETTING: 80 = SET IN A BOULDER
 DH6780_STAMPING: E 26 RESET 1957
 DH6780_MARK LOGO: CGS   
 DH6780_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6780+STABILITY: SURFACE MOTION
 DH6780
 DH6780  HISTORY     - Date     Condition        Report By
 DH6780  HISTORY     - 1957     MONUMENTED       CGS
 DH6780
 DH6780                          STATION DESCRIPTION
 DH6780
 DH6780'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (CJ)
 DH6780'AT DEAD RIVER, FRANKLIN COUNTY, ON THE ABANDONED SANDY RIVER AND
 DH6780'RANGELEY LAKES RAILROAD, 350 FEET WEST OF THE ABANDONED STATION, AT
 DH6780'THE SECOND CROSSING OF STATE HIGHWAY 16 NORTH OF RANGELEY, 28 FEET
 DH6780'SOUTHWESTERLY OF THE CENTERLINE OF THE OLD ROAD BED, 48 FEET SOUTH OF
 DH6780'STATE HIGHWAY, IN THE TOP OF A 8X8 FOOT BOULDER, AND ABOUT 2 FEET
 DH6780'HIGHER THAN THE ROADBED. A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0290 ***********************************************************************
 PF0290  DESIGNATION -  E 27
 PF0290  PID         -  PF0290
 PF0290  STATE/COUNTY-  ME/OXFORD
 PF0290  USGS QUAD   -  B POND (1984)
 PF0290
 PF0290                         *CURRENT SURVEY CONTROL
 PF0290  ___________________________________________________________________
 PF0290* NAD 83(1986)-  44 38 05.     (N)    070 57 28.     (W)     SCALED    
 PF0290* NAVD 88     -       446.480  (meters)    1464.83   (feet)  ADJUSTED  
 PF0290  ___________________________________________________________________
 PF0290  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 PF0290  DYNAMIC HT  -         446.411 (meters)    1464.60  (feet)  COMP
 PF0290  MODELED GRAV-     980,450.2   (mgal)                       NAVD 88
 PF0290
 PF0290  VERT ORDER  -  SECOND    CLASS 0
 PF0290
 PF0290.The horizontal coordinates were scaled from a topographic map and have
 PF0290.an estimated accuracy of +/- 6 seconds.
 PF0290
 PF0290.The orthometric height was determined by differential leveling
 PF0290.and adjusted by the National Geodetic Survey in June 1991..
 PF0290
 PF0290.The geoid height was determined by GEOID03.
 PF0290
 PF0290.The dynamic height is computed by dividing the NAVD 88
 PF0290.geopotential number by the normal gravity value computed on the
 PF0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0290.degrees latitude (g = 980.6199 gals.).
 PF0290
 PF0290.The modeled gravity was interpolated from observed gravity values.
 PF0290
 PF0290;                    North         East    Units  Estimated Accuracy
 PF0290;SPC ME W     -   200,450.      837,230.      MT  (+/- 180 meters Scaled)
 PF0290
 PF0290                          SUPERSEDED SURVEY CONTROL
 PF0290
 PF0290  NGVD 29 (??/??/92)  446.604  (m)         1465.23   (f) ADJ UNCH    2 0
 PF0290
 PF0290.Superseded values are not recommended for survey control.
 PF0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0290.See file dsdata.txt to determine how the superseded data were derived.
 PF0290
 PF0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK447442(NAD 83)
 PF0290_MARKER: DB = BENCH MARK DISK
 PF0290_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PF0290_SP_SET: ABUTMENT
 PF0290_STAMPING: 1465.279 E 27 1933
 PF0290_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0290_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PF0290+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2005
 PF0290
 PF0290  HISTORY     - Date     Condition        Report By
 PF0290  HISTORY     - 1933     MONUMENTED       CGS
 PF0290  HISTORY     - 1936     GOOD             NGS
 PF0290  HISTORY     - 1975     MARK NOT FOUND   MEDT
 PF0290  HISTORY     - 20050809 GOOD             GEOCAC
 PF0290
 PF0290                          STATION DESCRIPTION
 PF0290
 PF0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PF0290'15.5 MI NW FROM NEWRY.
 PF0290'ABOUT 15.5 MILES NORTHWEST ALONG STATE HIGHWAY 26 FROM THE
 PF0290'INTERSECTION OF U.S. HIGHWAY 2 AT NEWRY, OXFORD COUNTY, 32
 PF0290'YARDS NORTHEAST OF TELEPHONE POLE 586, AT A CONCRETE BRIDGE
 PF0290'OVER A RIVER, IN THE TOP OF THE NORTHWEST END OF THE NORTH
 PF0290'ABUTMENT, 4 YARDS NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 PF0290'4 FEET SOUTHEAST OF THE NORTHWEST END OF THE SOUTHWEST SIDE, AND
 PF0290'ABOUT 1 FOOT LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 PF0290'1465.279 E 27 1933.
 PF0290
 PF0290                          STATION RECOVERY (1936)
 PF0290
 PF0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1936
 PF0290'RECOVERED IN GOOD CONDITION.
 PF0290
 PF0290                          STATION RECOVERY (1975)
 PF0290
 PF0290'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 PF0290'MARK NOT FOUND.
 PF0290
 PF0290                          STATION RECOVERY (2005)
 PF0290
 PF0290'RECOVERY NOTE BY GEOCACHING 2005 (JKS)
 PF0290'RECOVERED IN GOOD CONDITION, BUT THE DESCRIBED LOCATION IS IN ERROR.
 PF0290'THE BRIDGE IS NO LONGER PART OF HIGHWAY 26 AND HAS BEEN DISCONTINUED
 PF0290'FOR VEHICLE USE. IT IS EAST OF THE CURRENT HIGHWAY 26 AND IS ALSO EAST
 PF0290'OF THE LISTED CO-ORDINATES BY ABOUT 150 FEET. OF THE LISTED
 PF0290'DESCRIPTION, ONLY THE RIVER IS VALID. THE BRIDGE IS INTACT BUT THERE
 PF0290'IS NO ROAD TO IT ANYMORE. THE CO-ORDINATES SEEM TO BE CLOSER  TO THE
 PF0290'FOLLOWING
 PF0290'44 DEGREES 38.098
 PF0290'070 DEGREES 57.439
 PF0290'THE DISC IS STAMPED E 27 1933 AND IN THE ELEVATION POSITION IS STAMPED
 PF0290'1465.279
 PF0290'SUBMITTED BY J.K. SNYDER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0586 ***********************************************************************
 OC0586  DESIGNATION -  E 28
 OC0586  PID         -  OC0586
 OC0586  STATE/COUNTY-  ME/CUMBERLAND
 OC0586  USGS QUAD   -  NORTH SEBAGO (1983)
 OC0586
 OC0586                         *CURRENT SURVEY CONTROL
 OC0586  ___________________________________________________________________
 OC0586* NAD 83(1986)-  43 59 06.     (N)    070 44 16.     (W)     SCALED    
 OC0586* NAVD 88     -       154.543  (meters)     507.03   (feet)  ADJUSTED  
 OC0586  ___________________________________________________________________
 OC0586  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 OC0586  DYNAMIC HT  -         154.518 (meters)     506.95  (feet)  COMP
 OC0586  MODELED GRAV-     980,454.8   (mgal)                       NAVD 88
 OC0586
 OC0586  VERT ORDER  -  SECOND    CLASS 0
 OC0586
 OC0586.The horizontal coordinates were scaled from a topographic map and have
 OC0586.an estimated accuracy of +/- 6 seconds.
 OC0586
 OC0586.The orthometric height was determined by differential leveling
 OC0586.and adjusted by the National Geodetic Survey in June 1991..
 OC0586
 OC0586.The geoid height was determined by GEOID03.
 OC0586
 OC0586.The dynamic height is computed by dividing the NAVD 88
 OC0586.geopotential number by the normal gravity value computed on the
 OC0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0586.degrees latitude (g = 980.6199 gals.).
 OC0586
 OC0586.The modeled gravity was interpolated from observed gravity values.
 OC0586
 OC0586;                    North         East    Units  Estimated Accuracy
 OC0586;SPC ME W     -   128,110.      854,180.      MT  (+/- 180 meters Scaled)
 OC0586
 OC0586                          SUPERSEDED SURVEY CONTROL
 OC0586
 OC0586  NGVD 29 (??/??/92)  154.701  (m)          507.55   (f) ADJ UNCH    2 0
 OC0586
 OC0586.Superseded values are not recommended for survey control.
 OC0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0586.See file dsdata.txt to determine how the superseded data were derived.
 OC0586
 OC0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ606716(NAD 83)
 OC0586_MARKER: DB = BENCH MARK DISK
 OC0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC0586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OC0586_STAMPING: E 28 1935
 OC0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC0586+STABILITY: SURFACE MOTION
 OC0586
 OC0586  HISTORY     - Date     Condition        Report By
 OC0586  HISTORY     - 1935     MONUMENTED       CGS
 OC0586  HISTORY     - 20040428 MARK NOT FOUND   GEOCAC
 OC0586
 OC0586                          STATION DESCRIPTION
 OC0586
 OC0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OC0586'5.4 MI S FROM BRIDGTON.
 OC0586'5.4 MILES SOUTH ALONG THE BRIDGTON AND HARRISON RAILWAY FROM THE
 OC0586'STATION AT BRIDGTON, CUMBERLAND COUNTY, AT THE STATION AT
 OC0586'INGALLS ROAD, ABOUT 68 FEET SOUTHWEST OF THE CENTER LINE OF A
 OC0586'ROAD CROSSING, 39.2 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK,
 OC0586'10.3 FEET WEST OF THE WEST RAIL OF A SIDETRACK, AND BETWEEN
 OC0586'POLES 324 AND 325.  A STANDARD DISK, STAMPED E 28 1935 AND SET
 OC0586'IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 OC0586
 OC0586                          STATION RECOVERY (2004)
 OC0586
 OC0586'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 OC0586'UNABLE TO RECOVER. MADE TWO SEARCH ATTEMPTS ON TWO DIFFERENT DAYS.
 OC0586'HEAVY LOGGING IN THIS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0152 ***********************************************************************
 PF0152  DESIGNATION -  E 29
 PF0152  PID         -  PF0152
 PF0152  STATE/COUNTY-  ME/OXFORD
 PF0152  USGS QUAD   -  CANTON (1967)
 PF0152
 PF0152                         *CURRENT SURVEY CONTROL
 PF0152  ___________________________________________________________________
 PF0152* NAD 83(1986)-  44 29 24.     (N)    070 15 31.     (W)     SCALED    
 PF0152* NAVD 88     -       124.938  (meters)     409.90   (feet)  ADJUSTED  
 PF0152  ___________________________________________________________________
 PF0152  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 PF0152  DYNAMIC HT  -         124.925 (meters)     409.86  (feet)  COMP
 PF0152  MODELED GRAV-     980,508.9   (mgal)                       NAVD 88
 PF0152
 PF0152  VERT ORDER  -  SECOND    CLASS 0
 PF0152
 PF0152.The horizontal coordinates were scaled from a topographic map and have
 PF0152.an estimated accuracy of +/- 6 seconds.
 PF0152
 PF0152.The orthometric height was determined by differential leveling
 PF0152.and adjusted by the National Geodetic Survey in June 1991..
 PF0152
 PF0152.The geoid height was determined by GEOID03.
 PF0152
 PF0152.The dynamic height is computed by dividing the NAVD 88
 PF0152.geopotential number by the normal gravity value computed on the
 PF0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0152.degrees latitude (g = 980.6199 gals.).
 PF0152
 PF0152.The modeled gravity was interpolated from observed gravity values.
 PF0152
 PF0152;                    North         East    Units  Estimated Accuracy
 PF0152;SPC ME W     -   184,060.      892,690.      MT  (+/- 180 meters Scaled)
 PF0152
 PF0152                          SUPERSEDED SURVEY CONTROL
 PF0152
 PF0152  NGVD 29 (??/??/92)  125.066  (m)          410.32   (f) ADJ UNCH    2 0
 PF0152
 PF0152.Superseded values are not recommended for survey control.
 PF0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0152.See file dsdata.txt to determine how the superseded data were derived.
 PF0152
 PF0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK999270(NAD 83)
 PF0152_MARKER: DB = BENCH MARK DISK
 PF0152_SETTING: 80 = SET IN A BOULDER
 PF0152_SP_SET: BOULDER
 PF0152_STAMPING: E 29 1935
 PF0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0152+STABILITY: SURFACE MOTION
 PF0152
 PF0152  HISTORY     - Date     Condition        Report By
 PF0152  HISTORY     - 1935     MONUMENTED       CGS
 PF0152
 PF0152                          STATION DESCRIPTION
 PF0152
 PF0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PF0152'1 MI SW FROM RILEY.
 PF0152'1.0 MILES SOUTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PF0152'PAPER MILL AT RILEY, OXFORD COUNTY, 198 YARDS SOUTH OF MILEPOST
 PF0152'LF 6, 150 YARDS SOUTH OF A SIDETRACK SWITCH, AT THE SOUTH END OF A
 PF0152'SMALL CUT, AND IN THE TOP OF A GRANITE BOULDER.  A STANDARD DISK,
 PF0152'STAMPED E 29 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0267 ***********************************************************************
 PD0267  DESIGNATION -  E 3
 PD0267  PID         -  PD0267
 PD0267  STATE/COUNTY-  ME/HANCOCK
 PD0267  USGS QUAD   -  PETIT MANAN POINT (1977)
 PD0267
 PD0267                         *CURRENT SURVEY CONTROL
 PD0267  ___________________________________________________________________
 PD0267* NAD 83(1986)-  44 23 54.     (N)    067 58 31.     (W)     SCALED    
 PD0267* NAVD 88     -         4.584  (meters)      15.04   (feet)  ADJUSTED  
 PD0267  ___________________________________________________________________
 PD0267  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 PD0267  DYNAMIC HT  -           4.584 (meters)      15.04  (feet)  COMP
 PD0267  MODELED GRAV-     980,568.6   (mgal)                       NAVD 88
 PD0267
 PD0267  VERT ORDER  -  SECOND    CLASS 0
 PD0267
 PD0267.The horizontal coordinates were scaled from a topographic map and have
 PD0267.an estimated accuracy of +/- 6 seconds.
 PD0267
 PD0267.The orthometric height was determined by differential leveling
 PD0267.and adjusted by the National Geodetic Survey in June 1991..
 PD0267
 PD0267.The geoid height was determined by GEOID03.
 PD0267
 PD0267.The dynamic height is computed by dividing the NAVD 88
 PD0267.geopotential number by the normal gravity value computed on the
 PD0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0267.degrees latitude (g = 980.6199 gals.).
 PD0267
 PD0267.The modeled gravity was interpolated from observed gravity values.
 PD0267
 PD0267;                    North         East    Units  Estimated Accuracy
 PD0267;SPC ME E     -    81,420.      341,800.      MT  (+/- 180 meters Scaled)
 PD0267
 PD0267                          SUPERSEDED SURVEY CONTROL
 PD0267
 PD0267  NGVD 29 (??/??/92)    4.783  (m)           15.69   (f) ADJ UNCH    2 0
 PD0267
 PD0267.Superseded values are not recommended for survey control.
 PD0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0267.See file dsdata.txt to determine how the superseded data were derived.
 PD0267
 PD0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK816166(NAD 83)
 PD0267_MARKER: DB = BENCH MARK DISK
 PD0267_SETTING: 66 = SET IN ROCK OUTCROP
 PD0267_SP_SET: ROCK OUTCROP
 PD0267_STAMPING: E 3 USE
 PD0267_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0267+STABILITY: POSITION/ELEVATION WELL
 PD0267_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PD0267+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2003
 PD0267
 PD0267  HISTORY     - Date     Condition        Report By
 PD0267  HISTORY     - UNK      MONUMENTED       DOD
 PD0267  HISTORY     - 1962     GOOD             NGS
 PD0267  HISTORY     - 20030505 GOOD             USPSQD
 PD0267
 PD0267                          STATION DESCRIPTION
 PD0267
 PD0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PD0267'AT COREA.
 PD0267'0.2 MILE SOUTH ON STREET FROM THE BAPTIST CHURCH IN COREA.  A
 PD0267'1/2 INCH BOLT AND WASHER SET HORIZONTALLY IN THE TOP OF A ROCK
 PD0267'OUTCROP ON THE WEST SIDE OF COREA HARBOR.  168 FEET SOUTHEAST OF
 PD0267'THE CENTER LINE OF THE BLACKTOPPED STREET, 123 FEET EAST OF THE
 PD0267'NORTHEAST CORNER OF JENKINS STORE, 10 FEET WEST OF THE WEST BANK
 PD0267'OF COREA HARBOR AND 4 FEET ABOVE THE STREET.
 PD0267
 PD0267                          STATION RECOVERY (2003)
 PD0267
 PD0267'RECOVERY NOTE BY US POWER SQUADRON 2003 (SWL)
 PD0267'IN DESCRIPTION, DELETE JENKINS STORE AND REPLACE WITH YELLOW TWO STORY
 PD0267'DWELLING, AND INSERT AFTER THAT, 40 FEET EAST OF THE NE CORNER OF A
 PD0267'NEW CEDAR SHINGLED HOUSE BUILT BETWEEN THE MARK AND THE YELLOW HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0017 ***********************************************************************
 QG0017  DESIGNATION -  E 3
 QG0017  PID         -  QG0017
 QG0017  STATE/COUNTY-  ME/AROOSTOOK
 QG0017  USGS QUAD   -  WYTOPITLOCK (1988)
 QG0017
 QG0017                         *CURRENT SURVEY CONTROL
 QG0017  ___________________________________________________________________
 QG0017* NAD 83(1986)-  45 39 30.     (N)    068 03 36.     (W)     SCALED    
 QG0017* NAVD 88     -       102.490  (meters)     336.25   (feet)  ADJUSTED  
 QG0017  ___________________________________________________________________
 QG0017  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 QG0017  DYNAMIC HT  -         102.491 (meters)     336.26  (feet)  COMP
 QG0017  MODELED GRAV-     980,631.8   (mgal)                       NAVD 88
 QG0017
 QG0017  VERT ORDER  -  FIRST     CLASS II
 QG0017
 QG0017.The horizontal coordinates were scaled from a topographic map and have
 QG0017.an estimated accuracy of +/- 6 seconds.
 QG0017
 QG0017.The orthometric height was determined by differential leveling
 QG0017.and adjusted by the National Geodetic Survey in June 1991..
 QG0017
 QG0017.The geoid height was determined by GEOID03.
 QG0017
 QG0017.The dynamic height is computed by dividing the NAVD 88
 QG0017.geopotential number by the normal gravity value computed on the
 QG0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0017.degrees latitude (g = 980.6199 gals.).
 QG0017
 QG0017.The modeled gravity was interpolated from observed gravity values.
 QG0017
 QG0017;                    North         East    Units  Estimated Accuracy
 QG0017;SPC ME E     -   221,400.      334,290.      MT  (+/- 180 meters Scaled)
 QG0017
 QG0017                          SUPERSEDED SURVEY CONTROL
 QG0017
 QG0017  NGVD 29 (??/??/92)  102.667  (m)          336.83   (f) ADJ UNCH    1 2
 QG0017
 QG0017.Superseded values are not recommended for survey control.
 QG0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0017.See file dsdata.txt to determine how the superseded data were derived.
 QG0017
 QG0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL732565(NAD 83)
 QG0017_MARKER: DB = BENCH MARK DISK
 QG0017_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QG0017_SP_SET: CULVERT
 QG0017_STAMPING: ELEV 336.833 FT E 3 1916
 QG0017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG0017
 QG0017  HISTORY     - Date     Condition        Report By
 QG0017  HISTORY     - 1916     MONUMENTED       CGS
 QG0017  HISTORY     - 1978     GOOD             NGS
 QG0017  HISTORY     - 1978     GOOD             NGS
 QG0017  HISTORY     - 1978     GOOD             NGS
 QG0017
 QG0017                          STATION DESCRIPTION
 QG0017
 QG0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1916
 QG0017'1 MI SW FROM BANCROFT.
 QG0017'1.0 MILE SOUTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM BANCROFT,
 QG0017'AROOSTOOK COUNTY, 19 RAILS NORTHWEST OF BLOCK SIGNAL E 2138,
 QG0017'5 1/2 RAILS SOUTHEAST OF MILEPOST 214, AT A CONCRETE CULVERT,
 QG0017'AND IN THE CENTER OF THE TOP OF THE NORTHEAST HEAD WALL.  A STANDARD
 QG0017'DISK, STAMPED ELEV 336.833 FT E 3 1916.
 QG0017
 QG0017                          STATION RECOVERY (1978)
 QG0017
 QG0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0017'ALSO 1.6 MILES NORTHEAST ALONG THE CANADIAN PACIFIC RAILROAD FROM THE
 QG0017'STATE HIGHWAY 171 RAILROAD CROSSING AT WYTOPITLOCK.
 QG0017
 QG0017                          STATION RECOVERY (1978)
 QG0017
 QG0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0017'ALSO 1.6 MILES NORTHEAST ALONG THE CANADIAN PACIFIC RAILROAD FROM THE
 QG0017'STATE HIGHWAY 171 RAILROAD CROSSING AT WYTOPITLOCK.
 QG0017
 QG0017                          STATION RECOVERY (1978)
 QG0017
 QG0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0017'ALSO 1.6 MILES NORTHEAST ALONG THE CANADIAN PACIFIC RAILROAD FROM THE
 QG0017'STATE HIGHWAY 171 RAILROAD CROSSING AT WYTOPITLOCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0141 ***********************************************************************
 PF0141  DESIGNATION -  E 30
 PF0141  PID         -  PF0141
 PF0141  STATE/COUNTY-  ME/ANDROSCOGGIN
 PF0141  USGS QUAD   -  TURNER CENTER (1967)
 PF0141
 PF0141                         *CURRENT SURVEY CONTROL
 PF0141  ___________________________________________________________________
 PF0141* NAD 83(1986)-  44 20 39.     (N)    070 07 54.     (W)     SCALED    
 PF0141* NAVD 88     -        86.701  (meters)     284.45   (feet)  ADJUSTED  
 PF0141  ___________________________________________________________________
 PF0141  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 PF0141  DYNAMIC HT  -          86.692 (meters)     284.42  (feet)  COMP
 PF0141  MODELED GRAV-     980,521.5   (mgal)                       NAVD 88
 PF0141
 PF0141  VERT ORDER  -  SECOND    CLASS 0
 PF0141
 PF0141.The horizontal coordinates were scaled from a topographic map and have
 PF0141.an estimated accuracy of +/- 6 seconds.
 PF0141
 PF0141.The orthometric height was determined by differential leveling
 PF0141.and adjusted by the National Geodetic Survey in June 1991..
 PF0141
 PF0141.The geoid height was determined by GEOID03.
 PF0141
 PF0141.The dynamic height is computed by dividing the NAVD 88
 PF0141.geopotential number by the normal gravity value computed on the
 PF0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0141.degrees latitude (g = 980.6199 gals.).
 PF0141
 PF0141.The modeled gravity was interpolated from observed gravity values.
 PF0141
 PF0141;                    North         East    Units  Estimated Accuracy
 PF0141;SPC ME W     -   167,860.      902,790.      MT  (+/- 180 meters Scaled)
 PF0141
 PF0141                          SUPERSEDED SURVEY CONTROL
 PF0141
 PF0141  NGVD 29 (??/??/92)   86.818  (m)          284.84   (f) ADJ UNCH    2 0
 PF0141
 PF0141.Superseded values are not recommended for survey control.
 PF0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0141.See file dsdata.txt to determine how the superseded data were derived.
 PF0141
 PF0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK097107(NAD 83)
 PF0141_MARKER: DB = BENCH MARK DISK
 PF0141_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PF0141_SP_SET: MILEPOST
 PF0141_STAMPING: E 30 1935
 PF0141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0141
 PF0141  HISTORY     - Date     Condition        Report By
 PF0141  HISTORY     - 1935     MONUMENTED       CGS
 PF0141
 PF0141                          STATION DESCRIPTION
 PF0141
 PF0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PF0141'AT NORTH LEEDS.
 PF0141'AT NORTH LEEDS, ANDROSCOGGIN COUNTY, 126 YARDS NORTHEAST OF THE
 PF0141'NORTHEAST SIDE OF THE MAINE CENTRAL RAILROAD STATION, 7 POLES
 PF0141'SOUTHWEST OF MILEPOST F 26 - P 58, 28.3 FEET NORTHWEST OF THE
 PF0141'NORTHWEST RAIL, AND 4.6 FEET EAST OF THE NORTH CORNER OF AN OLD
 PF0141'CONCRETE FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1199 ***********************************************************************
 PE1199  DESIGNATION -  E 31
 PE1199  PID         -  PE1199
 PE1199  STATE/COUNTY-  ME/KENNEBEC
 PE1199  USGS QUAD   -  AUGUSTA (1991)
 PE1199
 PE1199                         *CURRENT SURVEY CONTROL
 PE1199  ___________________________________________________________________
 PE1199* NAD 83(1986)-  44 17 33.     (N)    069 47 01.     (W)     SCALED    
 PE1199* NAVD 88     -        13.719  (meters)      45.01   (feet)  ADJUSTED  
 PE1199  ___________________________________________________________________
 PE1199  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 PE1199  DYNAMIC HT  -          13.718 (meters)      45.01  (feet)  COMP
 PE1199  MODELED GRAV-     980,521.7   (mgal)                       NAVD 88
 PE1199
 PE1199  VERT ORDER  -  SECOND    CLASS 0
 PE1199
 PE1199.The horizontal coordinates were scaled from a topographic map and have
 PE1199.an estimated accuracy of +/- 6 seconds.
 PE1199
 PE1199.The orthometric height was determined by differential leveling
 PE1199.and adjusted by the National Geodetic Survey in June 1991..
 PE1199
 PE1199.The geoid height was determined by GEOID03.
 PE1199
 PE1199.The dynamic height is computed by dividing the NAVD 88
 PE1199.geopotential number by the normal gravity value computed on the
 PE1199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1199.degrees latitude (g = 980.6199 gals.).
 PE1199
 PE1199.The modeled gravity was interpolated from observed gravity values.
 PE1199
 PE1199;                    North         East    Units  Estimated Accuracy
 PE1199;SPC ME W     -   162,190.      930,570.      MT  (+/- 180 meters Scaled)
 PE1199
 PE1199                          SUPERSEDED SURVEY CONTROL
 PE1199
 PE1199  NGVD 29 (??/??/92)   13.927  (m)           45.69   (f) ADJ UNCH    2 0
 PE1199
 PE1199.Superseded values are not recommended for survey control.
 PE1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1199.See file dsdata.txt to determine how the superseded data were derived.
 PE1199
 PE1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK374046(NAD 83)
 PE1199_MARKER: DB = BENCH MARK DISK
 PE1199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1199_STAMPING: E 31 1935
 PE1199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1199+STABILITY: SURFACE MOTION
 PE1199
 PE1199  HISTORY     - Date     Condition        Report By
 PE1199  HISTORY     - 1935     MONUMENTED       CGS
 PE1199  HISTORY     - 1974     MARK NOT FOUND   NGS
 PE1199  HISTORY     - 19910409 MARK NOT FOUND   USPSQD
 PE1199
 PE1199                          STATION DESCRIPTION
 PE1199
 PE1199'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE1199'0.7 MI N FROM HALLOWELL.
 PE1199'0.7 MILE NORTH ALONG THE MAINE CENTRAL RAILROAD FROM THE STATION
 PE1199'AT HALLOWELL, KENNEBEC COUNTY, 6 POLES SOUTH OF MILEPOST
 PE1199'P 61-V 190, 80 YARDS SOUTH OF THE NORTH END OF THE STONE WALL
 PE1199'OF THE EAST EMBANKMENT OF THE HALLOWELL CEMETERY, AND 17.6 FEET
 PE1199'EAST OF THE EAST RAIL.  A STANDARD DISK, STAMPED E 31 1935 AND
 PE1199'SET IN THE TOP OF A CONCRETE POST PROJECTING 1/2 FOOT ABOVE
 PE1199'GROUND.
 PE1199
 PE1199                          STATION RECOVERY (1974)
 PE1199
 PE1199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 PE1199'MARK NOT FOUND.
 PE1199
 PE1199                          STATION RECOVERY (1991)
 PE1199
 PE1199'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 PE1199'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0742 ***********************************************************************
 PE0742  DESIGNATION -  E 32
 PE0742  PID         -  PE0742
 PE0742  STATE/COUNTY-  ME/PENOBSCOT
 PE0742  USGS QUAD   -  CORINNA (1982)
 PE0742
 PE0742                         *CURRENT SURVEY CONTROL
 PE0742  ___________________________________________________________________
 PE0742* NAD 83(1986)-  44 56 34.     (N)    069 15 49.     (W)     SCALED    
 PE0742* NAVD 88     -        77.922  (meters)     255.65   (feet)  ADJUSTED  
 PE0742  ___________________________________________________________________
 PE0742  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 PE0742  DYNAMIC HT  -          77.919 (meters)     255.64  (feet)  COMP
 PE0742  MODELED GRAV-     980,577.3   (mgal)                       NAVD 88
 PE0742
 PE0742  VERT ORDER  -  SECOND    CLASS 0
 PE0742
 PE0742.The horizontal coordinates were scaled from a topographic map and have
 PE0742.an estimated accuracy of +/- 6 seconds.
 PE0742
 PE0742.The orthometric height was determined by differential leveling
 PE0742.and adjusted by the National Geodetic Survey in June 1991..
 PE0742
 PE0742.The geoid height was determined by GEOID03.
 PE0742
 PE0742.The dynamic height is computed by dividing the NAVD 88
 PE0742.geopotential number by the normal gravity value computed on the
 PE0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0742.degrees latitude (g = 980.6199 gals.).
 PE0742
 PE0742.The modeled gravity was interpolated from observed gravity values.
 PE0742
 PE0742;                    North         East    Units  Estimated Accuracy
 PE0742;SPC ME E     -   142,070.      239,740.      MT  (+/- 180 meters Scaled)
 PE0742
 PE0742                          SUPERSEDED SURVEY CONTROL
 PE0742
 PE0742  NGVD 29 (??/??/92)   78.122  (m)          256.31   (f) ADJ UNCH    2 0
 PE0742
 PE0742.Superseded values are not recommended for survey control.
 PE0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0742.See file dsdata.txt to determine how the superseded data were derived.
 PE0742
 PE0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK792766(NAD 83)
 PE0742_MARKER: DB = BENCH MARK DISK
 PE0742_SETTING: 80 = SET IN A BOULDER
 PE0742_SP_SET: BOULDER
 PE0742_STAMPING: E 32 1935
 PE0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0742+STABILITY: SURFACE MOTION
 PE0742
 PE0742  HISTORY     - Date     Condition        Report By
 PE0742  HISTORY     - 1935     MONUMENTED       CGS
 PE0742
 PE0742                          STATION DESCRIPTION
 PE0742
 PE0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE0742'1.5 MI N FROM CORINNA.
 PE0742'1.5 MILES NORTH ALONG THE MAINE CENTRAL RAILROAD FROM THE STATION
 PE0742'AT CORINNA, 15 FEET NORTHEAST OF MILEPOST F 21, AT THE CROSSING
 PE0742'OVER A HILL, 25 FEET EAST OF THE EAST RAIL, 4 FEET WEST OF THE
 PE0742'RIGHT-OF-WAY FENCE, AND IN THE TOP OF A BOULDER.  A STANDARD DISK,
 PE0742'STAMPED E 32 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0797 ***********************************************************************
 QG0797  DESIGNATION -  E 33
 QG0797  PID         -  QG0797
 QG0797  STATE/COUNTY-  ME/PISCATAQUIS
 QG0797  USGS QUAD   -  MONSON WEST (1989)
 QG0797
 QG0797                         *CURRENT SURVEY CONTROL
 QG0797  ___________________________________________________________________
 QG0797* NAD 83(1986)-  45 21 13.     (N)    069 36 32.     (W)     SCALED    
 QG0797* NAVD 88     -       320.855  (meters)    1052.67   (feet)  ADJUSTED  
 QG0797  ___________________________________________________________________
 QG0797  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 QG0797  DYNAMIC HT  -         320.839 (meters)    1052.62  (feet)  COMP
 QG0797  MODELED GRAV-     980,556.2   (mgal)                       NAVD 88
 QG0797
 QG0797  VERT ORDER  -  SECOND    CLASS 0
 QG0797
 QG0797.The horizontal coordinates were scaled from a topographic map and have
 QG0797.an estimated accuracy of +/- 6 seconds.
 QG0797
 QG0797.The orthometric height was determined by differential leveling
 QG0797.and adjusted by the National Geodetic Survey in June 1991..
 QG0797
 QG0797.The geoid height was determined by GEOID03.
 QG0797
 QG0797.The dynamic height is computed by dividing the NAVD 88
 QG0797.geopotential number by the normal gravity value computed on the
 QG0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0797.degrees latitude (g = 980.6199 gals.).
 QG0797
 QG0797.The modeled gravity was interpolated from observed gravity values.
 QG0797
 QG0797;                    North         East    Units  Estimated Accuracy
 QG0797;SPC ME E     -   188,040.      213,120.      MT  (+/- 180 meters Scaled)
 QG0797
 QG0797                          SUPERSEDED SURVEY CONTROL
 QG0797
 QG0797  NGVD 29 (??/??/92)  321.020  (m)         1053.21   (f) ADJ UNCH    2 0
 QG0797
 QG0797.Superseded values are not recommended for survey control.
 QG0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0797.See file dsdata.txt to determine how the superseded data were derived.
 QG0797
 QG0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL523224(NAD 83)
 QG0797_MARKER: DB = BENCH MARK DISK
 QG0797_SETTING: 80 = SET IN A BOULDER
 QG0797_SP_SET: BOULDER
 QG0797_STAMPING: E 33 1935
 QG0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0797+STABILITY: SURFACE MOTION
 QG0797
 QG0797  HISTORY     - Date     Condition        Report By
 QG0797  HISTORY     - 1935     MONUMENTED       CGS
 QG0797  HISTORY     - 1978     MARK NOT FOUND   NGS
 QG0797  HISTORY     - 19860917 MARK NOT FOUND   USPSQD
 QG0797
 QG0797                          STATION DESCRIPTION
 QG0797
 QG0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QG0797'0.9 MI S FROM SHIRLEY.
 QG0797'0.9 MILE SOUTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM THE
 QG0797'STATION AT SHIRLEY, PISCATAQUIS COUNTY, 3-1/2 POLES SOUTH OF
 QG0797'MILEPOST 41, 5 POLES NORTH OF A ROCK CUT, 43 YARDS NORTH OF
 QG0797'SIGNPOST C, 8.2 FEET WEST OF THE WEST RAIL, IN THE TOP OF A BOULDER,
 QG0797'AND ABOUT LEVEL WITH THE GROUND.
 QG0797
 QG0797                          STATION RECOVERY (1978)
 QG0797
 QG0797'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0797'MARK NOT FOUND.
 QG0797
 QG0797                          STATION RECOVERY (1986)
 QG0797
 QG0797'RECOVERY NOTE BY US POWER SQUADRON 1986 (DVH)
 QG0797'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0741 ***********************************************************************
 QG0741  DESIGNATION -  E 34
 QG0741  PID         -  QG0741
 QG0741  STATE/COUNTY-  ME/PISCATAQUIS
 QG0741  USGS QUAD   -  SANGERVILLE (1984)
 QG0741
 QG0741                         *CURRENT SURVEY CONTROL
 QG0741  ___________________________________________________________________
 QG0741* NAD 83(1986)-  45 11 20.     (N)    069 15 10.     (W)     SCALED    
 QG0741* NAVD 88     -       113.305  (meters)     371.73   (feet)  ADJUSTED  
 QG0741  ___________________________________________________________________
 QG0741  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 QG0741  DYNAMIC HT  -         113.302 (meters)     371.73  (feet)  COMP
 QG0741  MODELED GRAV-     980,589.8   (mgal)                       NAVD 88
 QG0741
 QG0741  VERT ORDER  -  SECOND    CLASS 0
 QG0741
 QG0741.The horizontal coordinates were scaled from a topographic map and have
 QG0741.an estimated accuracy of +/- 6 seconds.
 QG0741
 QG0741.The orthometric height was determined by differential leveling
 QG0741.and adjusted by the National Geodetic Survey in June 1991..
 QG0741
 QG0741.The geoid height was determined by GEOID03.
 QG0741
 QG0741.The dynamic height is computed by dividing the NAVD 88
 QG0741.geopotential number by the normal gravity value computed on the
 QG0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0741.degrees latitude (g = 980.6199 gals.).
 QG0741
 QG0741.The modeled gravity was interpolated from observed gravity values.
 QG0741
 QG0741;                    North         East    Units  Estimated Accuracy
 QG0741;SPC ME E     -   169,410.      240,850.      MT  (+/- 180 meters Scaled)
 QG0741
 QG0741                          SUPERSEDED SURVEY CONTROL
 QG0741
 QG0741  NGVD 29 (??/??/92)  113.484  (m)          372.32   (f) ADJ UNCH    2 0
 QG0741
 QG0741.Superseded values are not recommended for survey control.
 QG0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0741.See file dsdata.txt to determine how the superseded data were derived.
 QG0741
 QG0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL801039(NAD 83)
 QG0741_MARKER: DB = BENCH MARK DISK
 QG0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0741_STAMPING: E 34 1935
 QG0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0741+STABILITY: SURFACE MOTION
 QG0741
 QG0741  HISTORY     - Date     Condition        Report By
 QG0741  HISTORY     - 1935     MONUMENTED       CGS
 QG0741  HISTORY     - 1978     MARK NOT FOUND   NGS
 QG0741  HISTORY     - 19950710 MARK NOT FOUND   USPSQD
 QG0741
 QG0741                          STATION DESCRIPTION
 QG0741
 QG0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QG0741'1.2 MI W FROM DOVER-FOXCROFT.
 QG0741'1.2 MILES WEST ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM THE
 QG0741'STATION AT DOVER-FOXCROFT, PISCATAQUIS COUTNY, AT CULVERT 14+73,
 QG0741'27.0 FEET EAST OF THE CENTER OF A ROAD CROSSING, 50.0 FEET
 QG0741'NORTH OF THE NORTH RAIL, 3.0 FEET SOUTH OF THE RIGHT-OF-WAY
 QG0741'FENCE, AND 3 FEET EAST OF THE RIGHT-OF-WAY FENCE CORNER.  A
 QG0741'STANDARD DISK, STAMPED E 34 1935 AND SET IN THE TOP OF A CONCRETE
 QG0741'POST PROJECTING 1 FOOT ABOVE GROUND.
 QG0741
 QG0741                          STATION RECOVERY (1978)
 QG0741
 QG0741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0741'MARK SEARCHED BUT NOT RECOVERED.
 QG0741
 QG0741                          STATION RECOVERY (1995)
 QG0741
 QG0741'RECOVERY NOTE BY US POWER SQUADRON 1995
 QG0741'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0514 ***********************************************************************
 PE0514  DESIGNATION -  E 35
 PE0514  PID         -  PE0514
 PE0514  STATE/COUNTY-  ME/PENOBSCOT
 PE0514  USGS QUAD   -  OLD TOWN (1988)
 PE0514
 PE0514                         *CURRENT SURVEY CONTROL
 PE0514  ___________________________________________________________________
 PE0514* NAD 83(1986)-  44 54 17.     (N)    068 38 28.     (W)     SCALED    
 PE0514* NAVD 88     -        27.486  (meters)      90.18   (feet)  ADJUSTED  
 PE0514  ___________________________________________________________________
 PE0514  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 PE0514  DYNAMIC HT  -          27.486 (meters)      90.18  (feet)  COMP
 PE0514  MODELED GRAV-     980,590.8   (mgal)                       NAVD 88
 PE0514
 PE0514  VERT ORDER  -  SECOND    CLASS 0
 PE0514
 PE0514.The horizontal coordinates were scaled from a topographic map and have
 PE0514.an estimated accuracy of +/- 6 seconds.
 PE0514
 PE0514.The orthometric height was determined by differential leveling
 PE0514.and adjusted by the National Geodetic Survey in June 1991..
 PE0514
 PE0514.The geoid height was determined by GEOID03.
 PE0514
 PE0514.The dynamic height is computed by dividing the NAVD 88
 PE0514.geopotential number by the normal gravity value computed on the
 PE0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0514.degrees latitude (g = 980.6199 gals.).
 PE0514
 PE0514.The modeled gravity was interpolated from observed gravity values.
 PE0514
 PE0514;                    North         East    Units  Estimated Accuracy
 PE0514;SPC ME E     -   137,570.      288,860.      MT  (+/- 180 meters Scaled)
 PE0514
 PE0514                          SUPERSEDED SURVEY CONTROL
 PE0514
 PE0514  NGVD 29 (??/??/92)   27.693  (m)           90.86   (f) ADJ UNCH    2 0
 PE0514
 PE0514.Superseded values are not recommended for survey control.
 PE0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0514.See file dsdata.txt to determine how the superseded data were derived.
 PE0514
 PE0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK283724(NAD 83)
 PE0514_MARKER: DB = BENCH MARK DISK
 PE0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0514_STAMPING: E 35 1935
 PE0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0514+STABILITY: SURFACE MOTION
 PE0514
 PE0514  HISTORY     - Date     Condition        Report By
 PE0514  HISTORY     - 1935     MONUMENTED       CGS
 PE0514  HISTORY     - 1984     GOOD             USPSQD
 PE0514  HISTORY     - 1988     GOOD             USPSQD
 PE0514  HISTORY     - 1989     GOOD             USPSQD
 PE0514  HISTORY     - 1990     GOOD             USPSQD
 PE0514
 PE0514                          STATION DESCRIPTION
 PE0514
 PE0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE0514'2.2 MI S FROM OLD TOWN.
 PE0514'2.2 MILES SOUTH ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE0514'STATION AT OLD TOWN, PENOBSCOT COUNTY, 0.1 MILE NORTH OF
 PE0514'MILEPOST 147, 198 YARDS SOUTH OF THE SOUTH EDGE OF A WOODEN
 PE0514'OVERPASS, 32.6 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK,
 PE0514'29 FEET NORTHEAST OF SIGNAL TOWER E 1471, AND 3 FEET WEST OF THE
 PE0514'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED E 35 1935 AND SET
 PE0514'IN THE TOP OF A CONCRETE POST PROJECTING 1/2 FOOT ABOVE GROUND.
 PE0514
 PE0514                          STATION RECOVERY (1984)
 PE0514
 PE0514'RECOVERY NOTE BY US POWER SQUADRON 1984
 PE0514'THE WOODEN OVERPASS IS GONE WITH ONLY ONE STONE ABUTMENT REMAINING,
 PE0514'ONLY THE BASE OF SIGNAL TOWER E 1471 REMAINS, THE RIGHT-OF-WAY FENCE
 PE0514'IS GONE. BENCH MARK IS ABOUT 30 FEET SOUTH MAGNETIC FROM A YARD LIMIT
 PE0514'SIGN AND IS ACROSS THE TRACK FROM A CEMETERY.
 PE0514
 PE0514                          STATION RECOVERY (1988)
 PE0514
 PE0514'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE0514'RECOVERED IN GOOD CONDITION.
 PE0514
 PE0514                          STATION RECOVERY (1989)
 PE0514
 PE0514'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELG)
 PE0514'RECOVERED IN GOOD CONDITION.
 PE0514
 PE0514                          STATION RECOVERY (1990)
 PE0514
 PE0514'RECOVERY NOTE BY US POWER SQUADRON 1990 (ELG)
 PE0514'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0495 ***********************************************************************
 PE0495  DESIGNATION -  E 38
 PE0495  PID         -  PE0495
 PE0495  STATE/COUNTY-  ME/PENOBSCOT
 PE0495  USGS QUAD   -  CHEMO POND (1970)
 PE0495
 PE0495                         *CURRENT SURVEY CONTROL
 PE0495  ___________________________________________________________________
 PE0495* NAD 83(1986)-  44 48 19.     (N)    068 36 24.     (W)     SCALED    
 PE0495* NAVD 88     -        77.720  (meters)     254.99   (feet)  ADJUSTED  
 PE0495  ___________________________________________________________________
 PE0495  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 PE0495  DYNAMIC HT  -          77.716 (meters)     254.97  (feet)  COMP
 PE0495  MODELED GRAV-     980,570.3   (mgal)                       NAVD 88
 PE0495
 PE0495  VERT ORDER  -  SECOND    CLASS 0
 PE0495
 PE0495.The horizontal coordinates were scaled from a topographic map and have
 PE0495.an estimated accuracy of +/- 6 seconds.
 PE0495
 PE0495.The orthometric height was determined by differential leveling
 PE0495.and adjusted by the National Geodetic Survey in June 1991..
 PE0495
 PE0495.The geoid height was determined by GEOID03.
 PE0495
 PE0495.The dynamic height is computed by dividing the NAVD 88
 PE0495.geopotential number by the normal gravity value computed on the
 PE0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0495.degrees latitude (g = 980.6199 gals.).
 PE0495
 PE0495.The modeled gravity was interpolated from observed gravity values.
 PE0495
 PE0495;                    North         East    Units  Estimated Accuracy
 PE0495;SPC ME E     -   126,510.      291,560.      MT  (+/- 180 meters Scaled)
 PE0495
 PE0495                          SUPERSEDED SURVEY CONTROL
 PE0495
 PE0495  NGVD 29 (??/??/92)   77.924  (m)          255.66   (f) ADJ UNCH    2 0
 PE0495
 PE0495.Superseded values are not recommended for survey control.
 PE0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0495.See file dsdata.txt to determine how the superseded data were derived.
 PE0495
 PE0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK311613(NAD 83)
 PE0495_MARKER: DB = BENCH MARK DISK
 PE0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0495_STAMPING: E 38 1935
 PE0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0495+STABILITY: SURFACE MOTION
 PE0495
 PE0495  HISTORY     - Date     Condition        Report By
 PE0495  HISTORY     - 1935     MONUMENTED       CGS
 PE0495  HISTORY     - 1953     GOOD             NGS
 PE0495  HISTORY     - 1981     MARK NOT FOUND   NGS
 PE0495
 PE0495                          STATION DESCRIPTION
 PE0495
 PE0495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 PE0495'1.5 MI NW FROM EAST EDDINGTON.
 PE0495'1.5 MILES NORTHWEST ALONG STATE HIGHWAY 9 FROM THE JUNCTION OF
 PE0495'STATE HIGHWAY 175 AT EAST EDDINGTON, ABOUT 125 YARDS NORTHWEST
 PE0495'OF A LARGE FARM HOUSE WHICH IS ON NORTHEAST SIDE OF ROAD, 21
 PE0495'FEET SOUTHWEST OF CENTER LINE OF ROAD, 41 FEET NORTHWEST OF POWER
 PE0495'POLE NO. BHE - BE - 232, 57 FEET SOUTH AND ACROSS HIGHWAY FROM
 PE0495'TELEPHONE POLE NO. N 5 7/50, 9 1/2 FEET NORTHWEST OF A FENCE
 PE0495'CORNER, 1 FOOT SOUTHWEST OF A FENCE LINE, ABOUT 1 FOOT BELOW
 PE0495'LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 PE0495'PROJECTING 4 INCHES.
 PE0495
 PE0495                          STATION RECOVERY (1981)
 PE0495
 PE0495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 PE0495'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0169 ***********************************************************************
 PE0169  DESIGNATION -  E 39
 PE0169  PID         -  PE0169
 PE0169  STATE/COUNTY-  ME/HANCOCK
 PE0169  USGS QUAD   -  ROCKY POND (1987)
 PE0169
 PE0169                         *CURRENT SURVEY CONTROL
 PE0169  ___________________________________________________________________
 PE0169* NAD 83(1986)-  44 50 22.     (N)    068 10 45.     (W)     SCALED    
 PE0169* NAVD 88     -        93.626  (meters)     307.17   (feet)  ADJUSTED  
 PE0169  ___________________________________________________________________
 PE0169  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 PE0169  DYNAMIC HT  -          93.621 (meters)     307.15  (feet)  COMP
 PE0169  MODELED GRAV-     980,562.6   (mgal)                       NAVD 88
 PE0169
 PE0169  VERT ORDER  -  SECOND    CLASS 0
 PE0169
 PE0169.The horizontal coordinates were scaled from a topographic map and have
 PE0169.an estimated accuracy of +/- 6 seconds.
 PE0169
 PE0169.The orthometric height was determined by differential leveling
 PE0169.and adjusted by the National Geodetic Survey in June 1991..
 PE0169
 PE0169.The geoid height was determined by GEOID03.
 PE0169
 PE0169.The dynamic height is computed by dividing the NAVD 88
 PE0169.geopotential number by the normal gravity value computed on the
 PE0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0169.degrees latitude (g = 980.6199 gals.).
 PE0169
 PE0169.The modeled gravity was interpolated from observed gravity values.
 PE0169
 PE0169;                    North         East    Units  Estimated Accuracy
 PE0169;SPC ME E     -   130,350.      325,370.      MT  (+/- 180 meters Scaled)
 PE0169
 PE0169                          SUPERSEDED SURVEY CONTROL
 PE0169
 PE0169  NGVD 29 (??/??/92)   93.815  (m)          307.79   (f) ADJ UNCH    2 0
 PE0169
 PE0169.Superseded values are not recommended for survey control.
 PE0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0169.See file dsdata.txt to determine how the superseded data were derived.
 PE0169
 PE0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK648654(NAD 83)
 PE0169_MARKER: DB = BENCH MARK DISK
 PE0169_SETTING: 80 = SET IN A BOULDER
 PE0169_SP_SET: BOULDER
 PE0169_STAMPING: E 39 1935
 PE0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0169+STABILITY: SURFACE MOTION
 PE0169
 PE0169  HISTORY     - Date     Condition        Report By
 PE0169  HISTORY     - 1935     MONUMENTED       CGS
 PE0169
 PE0169                          STATION DESCRIPTION
 PE0169
 PE0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE0169'6.9 MI W FROM BEDDINGTON.
 PE0169'IN HANCOCK COUNTY, 6.9 MILES WEST ALONG STATE HIGHWAY 9 FROM THE
 PE0169'POST OFFICE AT BEDDINGTON, WASHINGTON COUNTY, 145 YARDS EAST OF
 PE0169'THE TOP OF A HILL BEARING A 20-FOOT BOULDER, 100 YARDS WEST OF
 PE0169'A STREAM, 80 YARDS WEST OF THE JUNCTION OF A ROAD LEADING NORTH,
 PE0169'26 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, NEAR A POLE,
 PE0169'AND IN THE TOP OF A LARGE BOULDER.  A STANDARD DISK, STAMPED
 PE0169'E 39 1939.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0411 ***********************************************************************
 PD0411  DESIGNATION -  E 40
 PD0411  PID         -  PD0411
 PD0411  STATE/COUNTY-  ME/WASHINGTON
 PD0411  USGS QUAD   -  WESLEY (1990)
 PD0411
 PD0411                         *CURRENT SURVEY CONTROL
 PD0411  ___________________________________________________________________
 PD0411* NAD 83(1986)-  44 56 25.     (N)    067 43 29.     (W)     SCALED    
 PD0411* NAVD 88     -        72.132  (meters)     236.65   (feet)  ADJUSTED  
 PD0411  ___________________________________________________________________
 PD0411  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 PD0411  DYNAMIC HT  -          72.128 (meters)     236.64  (feet)  COMP
 PD0411  MODELED GRAV-     980,562.5   (mgal)                       NAVD 88
 PD0411
 PD0411  VERT ORDER  -  SECOND    CLASS 0
 PD0411
 PD0411.The horizontal coordinates were scaled from a topographic map and have
 PD0411.an estimated accuracy of +/- 6 seconds.
 PD0411
 PD0411.The orthometric height was determined by differential leveling
 PD0411.and adjusted by the National Geodetic Survey in June 1991..
 PD0411
 PD0411.The geoid height was determined by GEOID03.
 PD0411
 PD0411.The dynamic height is computed by dividing the NAVD 88
 PD0411.geopotential number by the normal gravity value computed on the
 PD0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0411.degrees latitude (g = 980.6199 gals.).
 PD0411
 PD0411.The modeled gravity was interpolated from observed gravity values.
 PD0411
 PD0411;                    North         East    Units  Estimated Accuracy
 PD0411;SPC ME E     -   141,800.      361,190.      MT  (+/- 180 meters Scaled)
 PD0411
 PD0411                          SUPERSEDED SURVEY CONTROL
 PD0411
 PD0411  NGVD 29 (??/??/92)   72.324  (m)          237.28   (f) ADJ UNCH    2 0
 PD0411
 PD0411.Superseded values are not recommended for survey control.
 PD0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0411.See file dsdata.txt to determine how the superseded data were derived.
 PD0411
 PD0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK006771(NAD 83)
 PD0411_MARKER: DB = BENCH MARK DISK
 PD0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PD0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PD0411_STAMPING: E 40 1935
 PD0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0411+STABILITY: SURFACE MOTION
 PD0411
 PD0411  HISTORY     - Date     Condition        Report By
 PD0411  HISTORY     - 1935     MONUMENTED       CGS
 PD0411  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 PD0411
 PD0411                          STATION DESCRIPTION
 PD0411
 PD0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PD0411'3 MI W FROM WESLEY.
 PD0411'3.0 MILES WEST ALONG STATE HIGHWAY 9 FROM THE JUNCTION OF STATE
 PD0411'HIGHWAY 192 AT WESLEY, WASHINGTON COUNTY, 0.25 MILE WEST OF THE
 PD0411'WESLEY-T 31 MD TOWN LINE, 0.15 MILE WEST OF A BRIDGE OVER A
 PD0411'CREEK, 60 FEET SOUTH OF A RED SHINGLED BARN, 38 FEET NORTH OF THE
 PD0411'CENTERLINE OF THE HIGHWAY, AND 16 FEET WEST OF AN OLD WELL, A
 PD0411'STANDARD DISK, STAMPED E 40 1935 AND SET IN THE TOP OF A CONCRETE
 PD0411'POST PROJECTING 2 INCHES ABOVE GROUND.
 PD0411
 PD0411                          STATION RECOVERY (1986)
 PD0411
 PD0411'RECOVERY NOTE BY US POWER SQUADRON 1986 (LEP)
 PD0411'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0049 ***********************************************************************
 QF0049  DESIGNATION -  E 41
 QF0049  PID         -  QF0049
 QF0049  STATE/COUNTY-  ME/WASHINGTON
 QF0049  USGS QUAD   -  MEDDYBEMPS LAKE WEST (1987)
 QF0049
 QF0049                         *CURRENT SURVEY CONTROL
 QF0049  ___________________________________________________________________
 QF0049* NAD 83(1986)-  45 07 00.     (N)    067 23 51.     (W)     SCALED    
 QF0049* NAVD 88     -        64.851  (meters)     212.77   (feet)  ADJUSTED  
 QF0049  ___________________________________________________________________
 QF0049  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 QF0049  DYNAMIC HT  -          64.850 (meters)     212.76  (feet)  COMP
 QF0049  MODELED GRAV-     980,602.4   (mgal)                       NAVD 88
 QF0049
 QF0049  VERT ORDER  -  SECOND    CLASS 0
 QF0049
 QF0049.The horizontal coordinates were scaled from a topographic map and have
 QF0049.an estimated accuracy of +/- 6 seconds.
 QF0049
 QF0049.The orthometric height was determined by differential leveling
 QF0049.and adjusted by the National Geodetic Survey in June 1991..
 QF0049
 QF0049.The geoid height was determined by GEOID03.
 QF0049
 QF0049.The dynamic height is computed by dividing the NAVD 88
 QF0049.geopotential number by the normal gravity value computed on the
 QF0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0049.degrees latitude (g = 980.6199 gals.).
 QF0049
 QF0049.The modeled gravity was interpolated from observed gravity values.
 QF0049
 QF0049;                    North         East    Units  Estimated Accuracy
 QF0049;SPC ME E     -   161,700.      386,740.      MT  (+/- 180 meters Scaled)
 QF0049
 QF0049                          SUPERSEDED SURVEY CONTROL
 QF0049
 QF0049  NGVD 29 (??/??/92)   65.056  (m)          213.44   (f) ADJ UNCH    2 0
 QF0049
 QF0049.Superseded values are not recommended for survey control.
 QF0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0049.See file dsdata.txt to determine how the superseded data were derived.
 QF0049
 QF0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK260971(NAD 83)
 QF0049_MARKER: DB = BENCH MARK DISK
 QF0049_SETTING: 66 = SET IN ROCK OUTCROP
 QF0049_SP_SET: SANDSTONE OUTCROP
 QF0049_STAMPING: E 41 1935
 QF0049_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0049+STABILITY: POSITION/ELEVATION WELL
 QF0049
 QF0049  HISTORY     - Date     Condition        Report By
 QF0049  HISTORY     - 1935     MONUMENTED       CGS
 QF0049
 QF0049                          STATION DESCRIPTION
 QF0049
 QF0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QF0049'5.4 MI E FROM ALEXANDER.
 QF0049'5.4 MILES EAST ALONG STATE HIGHWAY 9 FROM THE JUNCTION OF A ROAD
 QF0049'LEADING TO SOUTH PRINCETON NEAR ALEXANDER, WASHINGTON COUNTY, 0.1
 QF0049'MILE EAST OF A FARMHOUSE, 130 YARDS EAST OF A 6-FOOT CONCRETE
 QF0049'BRIDGE OVER A CREEK, AT THE TOP OF A SMALL STEEP HILL, 35 FEET
 QF0049'NORTH OF THE CENTER LINE OF THE HIGHWAY, AND IN THE TOP OF A RED
 QF0049'SANDSTONE OUTCROP.  A STANDARD DISK, STAMPED E 41 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0114 ***********************************************************************
 RE0114  DESIGNATION -  E 43
 RE0114  PID         -  RE0114
 RE0114  STATE/COUNTY-  ME/AROOSTOOK
 RE0114  USGS QUAD   -  EASTON CENTER (1984)
 RE0114
 RE0114                         *CURRENT SURVEY CONTROL
 RE0114  ___________________________________________________________________
 RE0114* NAD 83(1986)-  46 41 49.     (N)    067 52 02.     (W)     SCALED    
 RE0114* NAVD 88     -       204.523  (meters)     671.01   (feet)  ADJUSTED  
 RE0114  ___________________________________________________________________
 RE0114  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 RE0114  DYNAMIC HT  -         204.543 (meters)     671.07  (feet)  COMP
 RE0114  MODELED GRAV-     980,708.3   (mgal)                       NAVD 88
 RE0114
 RE0114  VERT ORDER  -  SECOND    CLASS 0
 RE0114
 RE0114.The horizontal coordinates were scaled from a topographic map and have
 RE0114.an estimated accuracy of +/- 6 seconds.
 RE0114
 RE0114.The orthometric height was determined by differential leveling
 RE0114.and adjusted by the National Geodetic Survey in June 1991..
 RE0114
 RE0114.The geoid height was determined by GEOID03.
 RE0114
 RE0114.The dynamic height is computed by dividing the NAVD 88
 RE0114.geopotential number by the normal gravity value computed on the
 RE0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0114.degrees latitude (g = 980.6199 gals.).
 RE0114
 RE0114.The modeled gravity was interpolated from observed gravity values.
 RE0114
 RE0114;                    North         East    Units  Estimated Accuracy
 RE0114;SPC ME E     -   336,930.      348,390.      MT  (+/- 180 meters Scaled)
 RE0114
 RE0114                          SUPERSEDED SURVEY CONTROL
 RE0114
 RE0114  NGVD 29 (??/??/92)  204.728  (m)          671.68   (f) ADJ UNCH    2 0
 RE0114
 RE0114.Superseded values are not recommended for survey control.
 RE0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0114.See file dsdata.txt to determine how the superseded data were derived.
 RE0114
 RE0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM866721(NAD 83)
 RE0114_MARKER: DB = BENCH MARK DISK
 RE0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RE0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RE0114_STAMPING: E 43 1935
 RE0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RE0114+STABILITY: SURFACE MOTION
 RE0114
 RE0114  HISTORY     - Date     Condition        Report By
 RE0114  HISTORY     - 1935     MONUMENTED       CGS
 RE0114  HISTORY     - 1971     GOOD             NGS
 RE0114
 RE0114                          STATION DESCRIPTION
 RE0114
 RE0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RE0114'AT FAIRMOUNT.
 RE0114'AT FAIRMOUNT, AROOSTOOK COUNTY, ABOUT 0.2 MILE EAST OF THE
 RE0114'BANGOR AND AROOSTOOK RAILROAD STATION, ABOUT 100 FEET
 RE0114'SOUTHEAST OF THE SOUTHEAST CORNER OF A POTATO WAREHOUSE, 33
 RE0114'FEET WEST OF THE CENTER OF A FARM-ROAD CROSSING, 28 FEET SOUTH
 RE0114'OF THE SOUTH RAIL, AND 3 FEET NORTH OF THE RIGHT-OF-WAY FENCE.
 RE0114'A STANDARD DISK, STAMPED E 43 1935 AND SET IN THE TOP OF A
 RE0114'CONCRETE POST PROJECTING ABOUT 5 INCHES ABOVE GROUND.
 RE0114
 RE0114                          STATION RECOVERY (1971)
 RE0114
 RE0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 RE0114'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1153 ***********************************************************************
 PE1153  DESIGNATION -  E 44
 PE1153  PID         -  PE1153
 PE1153  STATE/COUNTY-  ME/KENNEBEC
 PE1153  USGS QUAD   -  AUGUSTA (1991)
 PE1153
 PE1153                         *CURRENT SURVEY CONTROL
 PE1153  ___________________________________________________________________
 PE1153* NAD 83(1986)-  44 19 31.     (N)    069 51 11.     (W)     SCALED    
 PE1153* NAVD 88     -        70.257  (meters)     230.50   (feet)  ADJUSTED  
 PE1153  ___________________________________________________________________
 PE1153  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 PE1153  DYNAMIC HT  -          70.251 (meters)     230.48  (feet)  COMP
 PE1153  MODELED GRAV-     980,530.6   (mgal)                       NAVD 88
 PE1153
 PE1153  VERT ORDER  -  SECOND    CLASS 0
 PE1153
 PE1153.The horizontal coordinates were scaled from a topographic map and have
 PE1153.an estimated accuracy of +/- 6 seconds.
 PE1153
 PE1153.The orthometric height was determined by differential leveling
 PE1153.and adjusted by the National Geodetic Survey in June 1991..
 PE1153
 PE1153.The geoid height was determined by GEOID03.
 PE1153
 PE1153.The dynamic height is computed by dividing the NAVD 88
 PE1153.geopotential number by the normal gravity value computed on the
 PE1153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1153.degrees latitude (g = 980.6199 gals.).
 PE1153
 PE1153.The modeled gravity was interpolated from observed gravity values.
 PE1153
 PE1153;                    North         East    Units  Estimated Accuracy
 PE1153;SPC ME W     -   165,800.      925,020.      MT  (+/- 180 meters Scaled)
 PE1153
 PE1153                          SUPERSEDED SURVEY CONTROL
 PE1153
 PE1153  NGVD 29 (??/??/92)   70.472  (m)          231.21   (f) ADJ UNCH    2 0
 PE1153
 PE1153.Superseded values are not recommended for survey control.
 PE1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1153.See file dsdata.txt to determine how the superseded data were derived.
 PE1153
 PE1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK319083(NAD 83)
 PE1153_MARKER: DB = BENCH MARK DISK
 PE1153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1153_STAMPING: E 44 1935
 PE1153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1153+STABILITY: SURFACE MOTION
 PE1153
 PE1153  HISTORY     - Date     Condition        Report By
 PE1153  HISTORY     - 1935     MONUMENTED       CGS
 PE1153  HISTORY     - 1941     GOOD             NGS
 PE1153  HISTORY     - 1974     MARK NOT FOUND   USGS
 PE1153
 PE1153                          STATION DESCRIPTION
 PE1153
 PE1153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 PE1153'3.8 MI W FROM AUGUSTA.
 PE1153'3.8 MILES WEST ALONG STATE HIGHWAY 100 FROM THE STATE CAPITOL
 PE1153'AT AUGUSTA, KENNEBEC COUNTY, 125 YARDS NORTHEAST OF THE MANCHESTER
 PE1153'CEMETERY, AT THE EAST END OF A CURVE, 99.2 FEET SOUTHEAST OF THE
 PE1153'SOUTH CORNER OF THE SKYLIGHT ROLLER SKATING RINK, 36 FEET
 PE1153'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 20 FEET SOUTHEAST
 PE1153'OF A LARGE TREE.  A STANDARD DISK, STAMPED E 44 1935 AND SET IN
 PE1153'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 PE1153'NOTE-- THE SKYLIGHT ROLLER SKATING RINK HAS BEEN DESTROYED.
 PE1153'THE HIGHWAY HAS BEEN RELOCATED SEVERAL HUNDRED FEET TO THE SOUTH
 PE1153'AND THE DESCRIPTION SHOULD READ OLD BLACKTOP HIGHWAY.
 PE1153
 PE1153                          STATION RECOVERY (1974)
 PE1153
 PE1153'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 PE1153'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1239 ***********************************************************************
 PE1239  DESIGNATION -  E 45
 PE1239  PID         -  PE1239
 PE1239  STATE/COUNTY-  ME/LINCOLN
 PE1239  USGS QUAD   -  NORTH WHITEFIELD (1979)
 PE1239
 PE1239                         *CURRENT SURVEY CONTROL
 PE1239  ___________________________________________________________________
 PE1239* NAD 83(1986)-  44 12 45.     (N)    069 37 10.     (W)     SCALED    
 PE1239* NAVD 88     -        49.695  (meters)     163.04   (feet)  ADJUSTED  
 PE1239  ___________________________________________________________________
 PE1239  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 PE1239  DYNAMIC HT  -          49.690 (meters)     163.02  (feet)  COMP
 PE1239  MODELED GRAV-     980,520.9   (mgal)                       NAVD 88
 PE1239
 PE1239  VERT ORDER  -  SECOND    CLASS 0
 PE1239
 PE1239.The horizontal coordinates were scaled from a topographic map and have
 PE1239.an estimated accuracy of +/- 6 seconds.
 PE1239
 PE1239.The orthometric height was determined by differential leveling
 PE1239.and adjusted by the National Geodetic Survey in June 1991..
 PE1239
 PE1239.The geoid height was determined by GEOID03.
 PE1239
 PE1239.The dynamic height is computed by dividing the NAVD 88
 PE1239.geopotential number by the normal gravity value computed on the
 PE1239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1239.degrees latitude (g = 980.6199 gals.).
 PE1239
 PE1239.The modeled gravity was interpolated from observed gravity values.
 PE1239
 PE1239;                    North         East    Units  Estimated Accuracy
 PE1239;SPC ME W     -   153,370.      943,730.      MT  (+/- 180 meters Scaled)
 PE1239
 PE1239                          SUPERSEDED SURVEY CONTROL
 PE1239
 PE1239  NGVD 29 (??/??/92)   49.906  (m)          163.73   (f) ADJ UNCH    2 0
 PE1239
 PE1239.Superseded values are not recommended for survey control.
 PE1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1239.See file dsdata.txt to determine how the superseded data were derived.
 PE1239
 PE1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ505956(NAD 83)
 PE1239_MARKER: DB = BENCH MARK DISK
 PE1239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1239_STAMPING: E 45 1935
 PE1239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1239+STABILITY: SURFACE MOTION
 PE1239
 PE1239  HISTORY     - Date     Condition        Report By
 PE1239  HISTORY     - 1935     MONUMENTED       CGS
 PE1239  HISTORY     - 1970     MARK NOT FOUND   NGS
 PE1239
 PE1239                          STATION DESCRIPTION
 PE1239
 PE1239'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE1239'2.1 MI W FROM NORTH WHITEFIELD.
 PE1239'2.1 MILES WEST ALONG STATE HIGHWAY 218 FROM THE JUNCTION WITH
 PE1239'STATE HIGHWAY 126 AT NORTH WHITEFIELD, LINCOLN COUNTY, AT THE
 PE1239'SOUTHWEST SLOPE OF A HILL, 25.6 FEET SOUTHWEST OF POLE 36, 25
 PE1239'FEET NORTHEAST OF A CORNER FENCE POST AT THE SOUTHWEST CORNER OF A
 PE1239'PASTURE, 18 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND
 PE1239'2 FEET NORTHWEST OF THE FENCE.  A STANDARD DISK, STAMPED E 45
 PE1239'1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 PE1239'ABOVE GROUND.
 PE1239
 PE1239                          STATION RECOVERY (1970)
 PE1239
 PE1239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 PE1239'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1266 ***********************************************************************
 PE1266  DESIGNATION -  E 46
 PE1266  PID         -  PE1266
 PE1266  STATE/COUNTY-  ME/KENNEBEC
 PE1266  USGS QUAD   -  CHINA LAKE (1983)
 PE1266
 PE1266                         *CURRENT SURVEY CONTROL
 PE1266  ___________________________________________________________________
 PE1266* NAD 83(1986)-  44 26 12.     (N)    069 31 41.     (W)     SCALED    
 PE1266* NAVD 88     -       101.908  (meters)     334.34   (feet)  ADJUSTED  
 PE1266  ___________________________________________________________________
 PE1266  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 PE1266  DYNAMIC HT  -         101.900 (meters)     334.32  (feet)  COMP
 PE1266  MODELED GRAV-     980,537.0   (mgal)                       NAVD 88
 PE1266
 PE1266  VERT ORDER  -  SECOND    CLASS 0
 PE1266
 PE1266.The horizontal coordinates were scaled from a topographic map and have
 PE1266.an estimated accuracy of +/- 6 seconds.
 PE1266
 PE1266.The orthometric height was determined by differential leveling
 PE1266.and adjusted by the National Geodetic Survey in June 1991..
 PE1266
 PE1266.The geoid height was determined by GEOID03.
 PE1266
 PE1266.The dynamic height is computed by dividing the NAVD 88
 PE1266.geopotential number by the normal gravity value computed on the
 PE1266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1266.degrees latitude (g = 980.6199 gals.).
 PE1266
 PE1266.The modeled gravity was interpolated from observed gravity values.
 PE1266
 PE1266;                    North         East    Units  Estimated Accuracy
 PE1266;SPC ME W     -   178,330.      950,840.      MT  (+/- 180 meters Scaled)
 PE1266
 PE1266                          SUPERSEDED SURVEY CONTROL
 PE1266
 PE1266  NGVD 29 (??/??/92)  102.122  (m)          335.05   (f) ADJ UNCH    2 0
 PE1266
 PE1266.Superseded values are not recommended for survey control.
 PE1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1266.See file dsdata.txt to determine how the superseded data were derived.
 PE1266
 PE1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK579205(NAD 83)
 PE1266_MARKER: DB = BENCH MARK DISK
 PE1266_SETTING: 66 = SET IN ROCK OUTCROP
 PE1266_SP_SET: ROCK LEDGE
 PE1266_STAMPING: E 46 1935
 PE1266_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1266+STABILITY: POSITION/ELEVATION WELL
 PE1266
 PE1266  HISTORY     - Date     Condition        Report By
 PE1266  HISTORY     - 1935     MONUMENTED       CGS
 PE1266  HISTORY     - 1956     MARK NOT FOUND   NGS
 PE1266  HISTORY     - 1979     MARK NOT FOUND   USGS
 PE1266
 PE1266                          STATION DESCRIPTION
 PE1266
 PE1266'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE1266'3.5 MI NE FROM SOUTH CHINA.
 PE1266'3.5 MILES NORTHEAST ALONG STATE HIGHWAY 9 FROM THE JUNCTION
 PE1266'WITH STATE HIGHWAY 3 AT SOUTH CHINA, KENNEBEC COUNTY, 280 FEET
 PE1266'NORTHEAST OF THE NORTHEAST WALL OF THE JONTA HEALTH CAMP, 110
 PE1266'FEET SOUTH OF A SMALL STONE CULVERT, 60 FEET WEST OF THE WEST
 PE1266'CORNER OF AN OLD BARN, AT A CURVE, 42 FEET SOUTHEAST OF THE
 PE1266'CENTERLINE OF THE HIGHWAY, IN THE TOP OF A ROCK LEDGE, AND LEVEL
 PE1266'WITH THE GROUND.  A STANDARD DISK, STAMPED E 46 1935.
 PE1266
 PE1266                          STATION RECOVERY (1956)
 PE1266
 PE1266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 PE1266'MARK NOT FOUND.
 PE1266
 PE1266                          STATION RECOVERY (1979)
 PE1266
 PE1266'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PE1266'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0161 ***********************************************************************
 PF0161  DESIGNATION -  E 4=655 USGS
 PF0161  PID         -  PF0161
 PF0161  STATE/COUNTY-  ME/OXFORD
 PF0161  USGS QUAD   -  BETHEL (1970)
 PF0161
 PF0161                         *CURRENT SURVEY CONTROL
 PF0161  ___________________________________________________________________
 PF0161* NAD 83(1986)-  44 25 04.     (N)    070 45 05.     (W)     SCALED    
 PF0161* NAVD 88     -       199.417  (meters)     654.25   (feet)  ADJUSTED  
 PF0161  ___________________________________________________________________
 PF0161  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 PF0161  DYNAMIC HT  -         199.391 (meters)     654.17  (feet)  COMP
 PF0161  MODELED GRAV-     980,486.3   (mgal)                       NAVD 88
 PF0161
 PF0161  VERT ORDER  -  FIRST     CLASS II
 PF0161
 PF0161.The horizontal coordinates were scaled from a topographic map and have
 PF0161.an estimated accuracy of +/- 6 seconds.
 PF0161
 PF0161.The orthometric height was determined by differential leveling
 PF0161.and adjusted by the National Geodetic Survey in June 1991..
 PF0161
 PF0161.The geoid height was determined by GEOID03.
 PF0161
 PF0161.The dynamic height is computed by dividing the NAVD 88
 PF0161.geopotential number by the normal gravity value computed on the
 PF0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0161.degrees latitude (g = 980.6199 gals.).
 PF0161
 PF0161.The modeled gravity was interpolated from observed gravity values.
 PF0161
 PF0161;                    North         East    Units  Estimated Accuracy
 PF0161;SPC ME W     -   176,200.      853,430.      MT  (+/- 180 meters Scaled)
 PF0161
 PF0161                          SUPERSEDED SURVEY CONTROL
 PF0161
 PF0161  NGVD 29 (??/??/92)  199.571  (m)          654.76   (f) ADJ UNCH    1 2
 PF0161
 PF0161.Superseded values are not recommended for survey control.
 PF0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0161.See file dsdata.txt to determine how the superseded data were derived.
 PF0161
 PF0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK605197(NAD 83)
 PF0161_MARKER: DD = SURVEY DISK
 PF0161_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PF0161_SP_SET: ABUTMENT
 PF0161_STAMPING: 655
 PF0161_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0161
 PF0161  HISTORY     - Date     Condition        Report By
 PF0161  HISTORY     - UNK      MONUMENTED       USGS
 PF0161  HISTORY     - 1934     GOOD             NGS
 PF0161  HISTORY     - 1978     GOOD             NGS
 PF0161
 PF0161                          STATION DESCRIPTION
 PF0161
 PF0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PF0161'2 MI E FROM BETHEL.
 PF0161'2.0 MILES EAST ALONG THE GRAND TRUNK RAILWAY FROM BETHEL, OXFORD
 PF0161'COUNTY, AT A SMALL BRIDGE, AND IN THE TOP OF THE NORTH END OF THE
 PF0161'EAST ABUTMENT.
 PF0161
 PF0161                          STATION RECOVERY (1978)
 PF0161
 PF0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PF0161'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0915 ***********************************************************************
 PE0915  DESIGNATION -  E 47
 PE0915  PID         -  PE0915
 PE0915  STATE/COUNTY-  ME/KNOX
 PE0915  USGS QUAD   -  JEFFERSON (1979)
 PE0915
 PE0915                         *CURRENT SURVEY CONTROL
 PE0915  ___________________________________________________________________
 PE0915* NAD 83(1986)-  44 13 38.     (N)    069 23 17.     (W)     SCALED    
 PE0915* NAVD 88     -        88.572  (meters)     290.59   (feet)  ADJUSTED  
 PE0915  ___________________________________________________________________
 PE0915  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 PE0915  DYNAMIC HT  -          88.564 (meters)     290.56  (feet)  COMP
 PE0915  MODELED GRAV-     980,524.1   (mgal)                       NAVD 88
 PE0915
 PE0915  VERT ORDER  -  SECOND    CLASS 0
 PE0915
 PE0915.The horizontal coordinates were scaled from a topographic map and have
 PE0915.an estimated accuracy of +/- 6 seconds.
 PE0915
 PE0915.The orthometric height was determined by differential leveling
 PE0915.and adjusted by the National Geodetic Survey in June 1991..
 PE0915
 PE0915.The geoid height was determined by GEOID03.
 PE0915
 PE0915.The dynamic height is computed by dividing the NAVD 88
 PE0915.geopotential number by the normal gravity value computed on the
 PE0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0915.degrees latitude (g = 980.6199 gals.).
 PE0915
 PE0915.The modeled gravity was interpolated from observed gravity values.
 PE0915
 PE0915;                    North         East    Units  Estimated Accuracy
 PE0915;SPC ME E     -    62,660.      229,050.      MT  (+/- 180 meters Scaled)
 PE0915
 PE0915                          SUPERSEDED SURVEY CONTROL
 PE0915
 PE0915  NGVD 29 (??/??/92)   88.783  (m)          291.28   (f) ADJ UNCH    2 0
 PE0915
 PE0915.Superseded values are not recommended for survey control.
 PE0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0915.See file dsdata.txt to determine how the superseded data were derived.
 PE0915
 PE0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ690971(NAD 83)
 PE0915_MARKER: DB = BENCH MARK DISK
 PE0915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0915_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0915_STAMPING: E 47 1935
 PE0915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0915+STABILITY: SURFACE MOTION
 PE0915
 PE0915  HISTORY     - Date     Condition        Report By
 PE0915  HISTORY     - 1935     MONUMENTED       CGS
 PE0915
 PE0915                          STATION DESCRIPTION
 PE0915
 PE0915'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE0915'1.2 MI S FROM STICKNEY CORNER.
 PE0915'1.2 MILES SOUTH ALONG STATE HIGHWAY 220 FROM THE INTERSECTION OF
 PE0915'STATE HIGHWAY 17 AT STICKNEY CORNER, KNOX COUNTY, ON A TANGENT OF
 PE0915'THE SOUTH EDGE OF STATE HIGHWAY 126, 23 FEET EAST OF THE CENTERLINE
 PE0915'OF THE HIGHWAY, AND 12 FEET NORTHWEST OF THE NORTHWEST CORNER
 PE0915'OF AN OLD FARMHOUSE.  A STANDARD DISK, STAMPED E 47 1935 AND SET
 PE0915'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0847 ***********************************************************************
 PE0847  DESIGNATION -  E 48
 PE0847  PID         -  PE0847
 PE0847  STATE/COUNTY-  ME/WALDO
 PE0847  USGS QUAD   -  UNITY (1982)
 PE0847
 PE0847                         *CURRENT SURVEY CONTROL
 PE0847  ___________________________________________________________________
 PE0847* NAD 83(1986)-  44 30 30.     (N)    069 16 46.     (W)     SCALED    
 PE0847* NAVD 88     -       177.873  (meters)     583.57   (feet)  ADJUSTED  
 PE0847  ___________________________________________________________________
 PE0847  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 PE0847  DYNAMIC HT  -         177.859 (meters)     583.53  (feet)  COMP
 PE0847  MODELED GRAV-     980,532.8   (mgal)                       NAVD 88
 PE0847
 PE0847  VERT ORDER  -  SECOND    CLASS 0
 PE0847
 PE0847.The horizontal coordinates were scaled from a topographic map and have
 PE0847.an estimated accuracy of +/- 6 seconds.
 PE0847
 PE0847.The orthometric height was determined by differential leveling
 PE0847.and adjusted by the National Geodetic Survey in June 1991..
 PE0847
 PE0847.The geoid height was determined by GEOID03.
 PE0847
 PE0847.The dynamic height is computed by dividing the NAVD 88
 PE0847.geopotential number by the normal gravity value computed on the
 PE0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0847.degrees latitude (g = 980.6199 gals.).
 PE0847
 PE0847.The modeled gravity was interpolated from observed gravity values.
 PE0847
 PE0847;                    North         East    Units  Estimated Accuracy
 PE0847;SPC ME E     -    93,810.      238,030.      MT  (+/- 180 meters Scaled)
 PE0847
 PE0847                          SUPERSEDED SURVEY CONTROL
 PE0847
 PE0847  NGVD 29 (??/??/92)  178.084  (m)          584.26   (f) ADJ UNCH    2 0
 PE0847
 PE0847.Superseded values are not recommended for survey control.
 PE0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0847.See file dsdata.txt to determine how the superseded data were derived.
 PE0847
 PE0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK777283(NAD 83)
 PE0847_MARKER: DB = BENCH MARK DISK
 PE0847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0847_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0847_STAMPING: E 48 1935
 PE0847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0847+STABILITY: SURFACE MOTION
 PE0847
 PE0847  HISTORY     - Date     Condition        Report By
 PE0847  HISTORY     - 1935     MONUMENTED       CGS
 PE0847
 PE0847                          STATION DESCRIPTION
 PE0847
 PE0847'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE0847'AT HALLDALE.
 PE0847'AT HALLDALE, WALDO COUNTY, ON STATE HIGHWAY 220, 0.2 MILE
 PE0847'SOUTHWEST OF A CEMETERY, 42 FEET NORTH OF THE CENTER OF A ROAD
 PE0847'CROSSING, 102 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 73
 PE0847'FEET SOUTH OF THE NORTHEAST CORNER OF A HOUSE, AND 71 FEET WEST
 PE0847'OF THE NORTH END OF A 24-INCH CORRUGATED SHEET METAL CULVERT.
 PE0847'A STANDARD DISK, STAMPED E 48 1935 AND SET IN THE TOP OF A
 PE0847'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0968 ***********************************************************************
 PE0968  DESIGNATION -  E 49
 PE0968  PID         -  PE0968
 PE0968  STATE/COUNTY-  ME/WALDO
 PE0968  USGS QUAD   -  SEARSMONT (1988)
 PE0968
 PE0968                         *CURRENT SURVEY CONTROL
 PE0968  ___________________________________________________________________
 PE0968* NAD 83(1986)-  44 19 47.     (N)    069 12 33.     (W)     SCALED    
 PE0968* NAVD 88     -        81.185  (meters)     266.35   (feet)  ADJUSTED  
 PE0968  ___________________________________________________________________
 PE0968  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 PE0968  DYNAMIC HT  -          81.178 (meters)     266.33  (feet)  COMP
 PE0968  MODELED GRAV-     980,536.6   (mgal)                       NAVD 88
 PE0968
 PE0968  VERT ORDER  -  SECOND    CLASS 0
 PE0968
 PE0968.The horizontal coordinates were scaled from a topographic map and have
 PE0968.an estimated accuracy of +/- 6 seconds.
 PE0968
 PE0968.The orthometric height was determined by differential leveling
 PE0968.and adjusted by the National Geodetic Survey in June 1991..
 PE0968
 PE0968.The geoid height was determined by GEOID03.
 PE0968
 PE0968.The dynamic height is computed by dividing the NAVD 88
 PE0968.geopotential number by the normal gravity value computed on the
 PE0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0968.degrees latitude (g = 980.6199 gals.).
 PE0968
 PE0968.The modeled gravity was interpolated from observed gravity values.
 PE0968
 PE0968;                    North         East    Units  Estimated Accuracy
 PE0968;SPC ME E     -    73,910.      243,440.      MT  (+/- 180 meters Scaled)
 PE0968
 PE0968                          SUPERSEDED SURVEY CONTROL
 PE0968
 PE0968  NGVD 29 (??/??/92)   81.399  (m)          267.06   (f) ADJ UNCH    2 0
 PE0968
 PE0968.Superseded values are not recommended for survey control.
 PE0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0968.See file dsdata.txt to determine how the superseded data were derived.
 PE0968
 PE0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK833085(NAD 83)
 PE0968_MARKER: DB = BENCH MARK DISK
 PE0968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0968_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0968_STAMPING: E 49 1935
 PE0968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0968+STABILITY: SURFACE MOTION
 PE0968
 PE0968  HISTORY     - Date     Condition        Report By
 PE0968  HISTORY     - 1935     MONUMENTED       CGS
 PE0968  HISTORY     - 1960     MARK NOT FOUND   NGS
 PE0968
 PE0968                          STATION DESCRIPTION
 PE0968
 PE0968'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 PE0968'2.4 MI SW FROM SEARSMONT.
 PE0968'2.4 MILES SOUTHWEST ALONG STATE HIGHWAY 131 FROM A ROAD CROSSING
 PE0968'AT SEARSMONT, WALDO COUNTY, 0.5 MILE NORTHEAST OF
 PE0968'SEARSMONT-APPLETON TOWN LINE, AT THE NORTH SLOPE OF A HILL,
 PE0968'37 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 13 FEET
 PE0968'EAST OF THE SOUTHEAST CORNER OF THE OLD STONE FOUNDATION OF AN
 PE0968'ABANDONED FARMHOUSE.  A STANDARD DISK, STAMPED E 49 1935 AND
 PE0968'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 PE0968'NOTE-- PERSONS LIVING IN HOUSE AT SITE OF OLD FOUNDATION SAY IT
 PE0968'WAS DESTROYED BY A BULLDOZER WHEN THE OLD CELLAR HOLE WAS
 PE0968'FILLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0268 ***********************************************************************
 PD0268  DESIGNATION -  E 5
 PD0268  PID         -  PD0268
 PD0268  STATE/COUNTY-  ME/HANCOCK
 PD0268  USGS QUAD   -  PETIT MANAN POINT (1977)
 PD0268
 PD0268                         *CURRENT SURVEY CONTROL
 PD0268  ___________________________________________________________________
 PD0268* NAD 83(1986)-  44 23 53.     (N)    067 58 22.     (W)     SCALED    
 PD0268* NAVD 88     -         3.941  (meters)      12.93   (feet)  ADJUSTED  
 PD0268  ___________________________________________________________________
 PD0268  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 PD0268  DYNAMIC HT  -           3.940 (meters)      12.93  (feet)  COMP
 PD0268  MODELED GRAV-     980,568.5   (mgal)                       NAVD 88
 PD0268
 PD0268  VERT ORDER  -  SECOND    CLASS 0
 PD0268
 PD0268.The horizontal coordinates were scaled from a topographic map and have
 PD0268.an estimated accuracy of +/- 6 seconds.
 PD0268
 PD0268.The orthometric height was determined by differential leveling
 PD0268.and adjusted by the National Geodetic Survey in June 1991..
 PD0268
 PD0268.The geoid height was determined by GEOID03.
 PD0268
 PD0268.The dynamic height is computed by dividing the NAVD 88
 PD0268.geopotential number by the normal gravity value computed on the
 PD0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0268.degrees latitude (g = 980.6199 gals.).
 PD0268
 PD0268.The modeled gravity was interpolated from observed gravity values.
 PD0268
 PD0268;                    North         East    Units  Estimated Accuracy
 PD0268;SPC ME E     -    81,390.      342,000.      MT  (+/- 180 meters Scaled)
 PD0268
 PD0268                          SUPERSEDED SURVEY CONTROL
 PD0268
 PD0268  NGVD 29 (??/??/92)    4.139  (m)           13.58   (f) ADJ UNCH    2 0
 PD0268
 PD0268.Superseded values are not recommended for survey control.
 PD0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0268.See file dsdata.txt to determine how the superseded data were derived.
 PD0268
 PD0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK818165(NAD 83)
 PD0268_MARKER: B = BOLT
 PD0268_SETTING: 66 = SET IN ROCK OUTCROP
 PD0268_SP_SET: BEDROCK
 PD0268_STAMPING: E 5 USE
 PD0268_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0268+STABILITY: POSITION/ELEVATION WELL
 PD0268_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PD0268+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2003
 PD0268
 PD0268  HISTORY     - Date     Condition        Report By
 PD0268  HISTORY     - UNK      MONUMENTED       DOD
 PD0268  HISTORY     - 1962     GOOD             NGS
 PD0268  HISTORY     - 20030505 GOOD             USPSQD
 PD0268
 PD0268                          STATION DESCRIPTION
 PD0268
 PD0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PD0268'AT COREA.
 PD0268'0.1 MILE SOUTH ON STATE HIGHWAY 195 FROM THE BAPTIST CHURCH IN
 PD0268'COREA, THENCE 0.9 MILE SOUTH-SOUTHEAST AND SOUTHWEST ON THE
 PD0268'STREET AROUND COREA HARBOR TO THE EAST SIDE.  A 1/2 INCH BOLT
 PD0268'AND WASHER SET HORIZONTALLY IN THE TOP OF A BEDROCK ON THE EAST
 PD0268'SIDE OF COREA HARBOR.  36 FEET NORTH OF THE CENTER OF A LOADING
 PD0268'DOCK, 24 FEET SOUTHWEST OF THE HIGHEST POINT OF THE ROCK, 10
 PD0268'FEET EAST OF THE EAST ROCK BANK OF THE HARBOR AND ABOUT LEVEL
 PD0268'WITH THE GROUND.
 PD0268
 PD0268                          STATION RECOVERY (2003)
 PD0268
 PD0268'RECOVERY NOTE BY US POWER SQUADRON 2003 (SWL)
 PD0268'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0006 ***********************************************************************
 RG0006  DESIGNATION -  E 5
 RG0006  PID         -  RG0006
 RG0006  STATE/COUNTY-  ME/SOMERSET
 RG0006  USGS QUAD   -  DAAQUAM (1987)
 RG0006
 RG0006                         *CURRENT SURVEY CONTROL
 RG0006  ___________________________________________________________________
 RG0006* NAD 83(1986)-  46 32 13.     (N)    070 07 11.     (W)     SCALED    
 RG0006* NAVD 88     -       355.702  (meters)    1167.00   (feet)  ADJUSTED  
 RG0006  ___________________________________________________________________
 RG0006  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 RG0006  DYNAMIC HT  -         355.709 (meters)    1167.02  (feet)  COMP
 RG0006  MODELED GRAV-     980,623.5   (mgal)                       NAVD 88
 RG0006
 RG0006  VERT ORDER  -  FIRST     CLASS II
 RG0006
 RG0006.The horizontal coordinates were scaled from a topographic map and have
 RG0006.an estimated accuracy of +/- 6 seconds.
 RG0006
 RG0006.The orthometric height was determined by differential leveling
 RG0006.and adjusted by the National Geodetic Survey in June 1991..
 RG0006
 RG0006.The geoid height was determined by GEOID03.
 RG0006
 RG0006.The dynamic height is computed by dividing the NAVD 88
 RG0006.geopotential number by the normal gravity value computed on the
 RG0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RG0006.degrees latitude (g = 980.6199 gals.).
 RG0006
 RG0006.The modeled gravity was interpolated from observed gravity values.
 RG0006
 RG0006;                    North         East    Units  Estimated Accuracy
 RG0006;SPC ME W     -   411,550.      903,600.      MT  (+/- 180 meters Scaled)
 RG0006
 RG0006                          SUPERSEDED SURVEY CONTROL
 RG0006
 RG0006  NGVD 29 (??/??/92)  355.872  (m)         1167.56   (f) ADJ UNCH    1 2
 RG0006
 RG0006.Superseded values are not recommended for survey control.
 RG0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0006.See file dsdata.txt to determine how the superseded data were derived.
 RG0006
 RG0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM141543(NAD 83)
 RG0006_MARKER: DB = BENCH MARK DISK
 RG0006_SETTING: 80 = SET IN A BOULDER
 RG0006_SP_SET: BOULDER
 RG0006_STAMPING: E 5 1953
 RG0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RG0006+STABILITY: SURFACE MOTION
 RG0006
 RG0006  HISTORY     - Date     Condition        Report By
 RG0006  HISTORY     - 1953     MONUMENTED       CGS
 RG0006
 RG0006                          STATION DESCRIPTION
 RG0006
 RG0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RG0006'2.3 MI SW FROM STE JUSTE.
 RG0006'2.3 MILES SOUTHWEST ALONG THE QUEBEC CENTRAL RAILWAY FROM THE
 RG0006'STATION AT STE JUSTE, ABOUT 0.2 MILE SOUTHWEST OF CARTER SIDING,
 RG0006'IN THE TOP OF AN 8 BY 7 FOOT BOULDER, 32 FEET SOUTHEAST OF
 RG0006'SOUTHEAST RAIL AND ABOUT 3 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0996 ***********************************************************************
 PE0996  DESIGNATION -  E 50
 PE0996  PID         -  PE0996
 PE0996  STATE/COUNTY-  ME/WALDO
 PE0996  USGS QUAD   -  MORRILL (1979)
 PE0996
 PE0996                         *CURRENT SURVEY CONTROL
 PE0996  ___________________________________________________________________
 PE0996* NAD 83(1986)-  44 24 04.     (N)    069 09 46.     (W)     SCALED    
 PE0996* NAVD 88     -        61.672  (meters)     202.34   (feet)  ADJUSTED  
 PE0996  ___________________________________________________________________
 PE0996  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 PE0996  DYNAMIC HT  -          61.667 (meters)     202.32  (feet)  COMP
 PE0996  MODELED GRAV-     980,539.0   (mgal)                       NAVD 88
 PE0996
 PE0996  VERT ORDER  -  SECOND    CLASS 0
 PE0996
 PE0996.The horizontal coordinates were scaled from a topographic map and have
 PE0996.an estimated accuracy of +/- 6 seconds.
 PE0996
 PE0996.The orthometric height was determined by differential leveling
 PE0996.and adjusted by the National Geodetic Survey in June 1991..
 PE0996
 PE0996.The geoid height was determined by GEOID03.
 PE0996
 PE0996.The dynamic height is computed by dividing the NAVD 88
 PE0996.geopotential number by the normal gravity value computed on the
 PE0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0996.degrees latitude (g = 980.6199 gals.).
 PE0996
 PE0996.The modeled gravity was interpolated from observed gravity values.
 PE0996
 PE0996;                    North         East    Units  Estimated Accuracy
 PE0996;SPC ME E     -    81,810.      247,210.      MT  (+/- 180 meters Scaled)
 PE0996
 PE0996                          SUPERSEDED SURVEY CONTROL
 PE0996
 PE0996  NGVD 29 (??/??/92)   61.89   (m)          203.1    (f) COMPUTED    2 0
 PE0996
 PE0996.Superseded values are not recommended for survey control.
 PE0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0996.See file dsdata.txt to determine how the superseded data were derived.
 PE0996
 PE0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK870164(NAD 83)
 PE0996_MARKER: DB = BENCH MARK DISK
 PE0996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0996_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0996_STAMPING: E 50 1935
 PE0996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0996+STABILITY: SURFACE MOTION
 PE0996
 PE0996  HISTORY     - Date     Condition        Report By
 PE0996  HISTORY     - 1935     MONUMENTED       CGS
 PE0996  HISTORY     - 1978     GOOD             DOD
 PE0996
 PE0996                          STATION DESCRIPTION
 PE0996
 PE0996'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE0996'1.4 MI W FROM BELMONT.
 PE0996'E-50 IS LOCATED 1.4 MILES WEST OF THE JUNCTION AT BELMONT OF
 PE0996'STATE HYS. 3 AND 131, 3 TELEPHONE POLES SOUTHEAST OF A CONCRETE
 PE0996'HIGHWAY CULVERT, 100 YDS. NORTHWEST OF NORTHWEST END OF A CURVE,
 PE0996'30 FT. NORTHEAST OF CENTERLINE OF HY., 8.5 FT. NORTHEAST OF
 PE0996'MORRILL-BELMONT TOWN LINE.  TABLET SET IN TOP OF CONCRETE POST
 PE0996'6 IN HIGH.
 PE0996
 PE0996                          STATION RECOVERY (1978)
 PE0996
 PE0996'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE0996'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0997 ***********************************************************************
 PE0997  DESIGNATION -  E 50 RESET 1959
 PE0997  PID         -  PE0997
 PE0997  STATE/COUNTY-  ME/WALDO
 PE0997  USGS QUAD   -  MORRILL (1979)
 PE0997
 PE0997                         *CURRENT SURVEY CONTROL
 PE0997  ___________________________________________________________________
 PE0997* NAD 83(1986)-  44 24 04.     (N)    069 09 46.     (W)     SCALED    
 PE0997* NAVD 88     -        62.06   (meters)     203.6    (feet)  RESET     
 PE0997  ___________________________________________________________________
 PE0997  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 PE0997
 PE0997  VERT ORDER  -  THIRD
 PE0997
 PE0997.The horizontal coordinates were scaled from a topographic map and have
 PE0997.an estimated accuracy of +/- 6 seconds.
 PE0997
 PE0997.The orthometric height was computed from unverified reset data.
 PE0997
 PE0997.The geoid height was determined by GEOID03.
 PE0997
 PE0997;                    North         East    Units  Estimated Accuracy
 PE0997;SPC ME E     -    81,810.      247,210.      MT  (+/- 180 meters Scaled)
 PE0997
 PE0997                          SUPERSEDED SURVEY CONTROL
 PE0997
 PE0997.No superseded survey control is available for this station.
 PE0997
 PE0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK870164(NAD 83)
 PE0997_MARKER: DB = BENCH MARK DISK
 PE0997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0997_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0997_STAMPING: E 50 RESET 1959
 PE0997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0997+STABILITY: SURFACE MOTION
 PE0997
 PE0997  HISTORY     - Date     Condition        Report By
 PE0997  HISTORY     - 1959     MONUMENTED       MEHD
 PE0997
 PE0997                          STATION DESCRIPTION
 PE0997
 PE0997'DESCRIBED BY MAINE HIGHWAY DEPARTMENT (NOW MEDT) 1959
 PE0997'1.4 MI W FROM BELMONT.
 PE0997'THE MARK IS LOCATED ABOUT 1.4 MILES WESTERLY ALONG STATE HIGHWAY
 PE0997'3 FROM THE JUNCTION OF STATE HIGHWAY 131 AT BELMONT, ABOUT 600
 PE0997'FEET SOUTHEAST OF A CONCRETE BOX CULVERT, 50 FEET NORTHEAST OF THE
 PE0997'CENTERLINE OF THE HIGHWAY, 47 FEET NORTHWEST OF A POWER POLE,
 PE0997'AND LOCATED ON THE NORTHWEST EDGE OF A STONE WALL RUNNING
 PE0997'PERPENDICULAR TO THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 PE0997'POST PROJECTING 13 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1322 ***********************************************************************
 PE1322  DESIGNATION -  E 51
 PE1322  PID         -  PE1322
 PE1322  STATE/COUNTY-  ME/KENNEBEC
 PE1322  USGS QUAD   -  TOGUS POND (1982)
 PE1322
 PE1322                         *CURRENT SURVEY CONTROL
 PE1322  ___________________________________________________________________
 PE1322* NAD 83(1986)-  44 19 58.     (N)    069 42 36.     (W)     SCALED    
 PE1322* NAVD 88     -        77.340  (meters)     253.74   (feet)  ADJUSTED  
 PE1322  ___________________________________________________________________
 PE1322  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 PE1322  DYNAMIC HT  -          77.333 (meters)     253.72  (feet)  COMP
 PE1322  MODELED GRAV-     980,525.5   (mgal)                       NAVD 88
 PE1322
 PE1322  VERT ORDER  -  SECOND    CLASS 0
 PE1322
 PE1322.The horizontal coordinates were scaled from a topographic map and have
 PE1322.an estimated accuracy of +/- 6 seconds.
 PE1322
 PE1322.The orthometric height was determined by differential leveling
 PE1322.and adjusted by the National Geodetic Survey in June 1991..
 PE1322
 PE1322.The geoid height was determined by GEOID03.
 PE1322
 PE1322.The dynamic height is computed by dividing the NAVD 88
 PE1322.geopotential number by the normal gravity value computed on the
 PE1322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1322.degrees latitude (g = 980.6199 gals.).
 PE1322
 PE1322.The modeled gravity was interpolated from observed gravity values.
 PE1322
 PE1322;                    North         East    Units  Estimated Accuracy
 PE1322;SPC ME W     -   166,690.      936,420.      MT  (+/- 180 meters Scaled)
 PE1322
 PE1322                          SUPERSEDED SURVEY CONTROL
 PE1322
 PE1322  NGVD 29 (??/??/92)   77.555  (m)          254.44   (f) ADJ UNCH    2 0
 PE1322
 PE1322.Superseded values are not recommended for survey control.
 PE1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1322.See file dsdata.txt to determine how the superseded data were derived.
 PE1322
 PE1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK433090(NAD 83)
 PE1322_MARKER: DB = BENCH MARK DISK
 PE1322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1322_STAMPING: E 51 1935
 PE1322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1322+STABILITY: SURFACE MOTION
 PE1322
 PE1322  HISTORY     - Date     Condition        Report By
 PE1322  HISTORY     - 1935     MONUMENTED       CGS
 PE1322  HISTORY     - 1979     MARK NOT FOUND   USGS
 PE1322
 PE1322                          STATION DESCRIPTION
 PE1322
 PE1322'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE1322'3.2 MI E FROM AUGUSTA.
 PE1322'3.2 MILES EAST ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF U.S.
 PE1322'HIGHWAY 201, AT AUGUSTA, KENNEBEC COUNTY, AT THE WEST SLOPE OF
 PE1322'A HILL, 40 FEET EAST OF THE CENTERLINE OF A FIELD ROAD LEADING
 PE1322'NORTH, AT THE NORTHWEST CORNER OF A PASTURE, 34 FEET EAST OF A
 PE1322'STONE WALL, AND 25 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 PE1322'A STANDARD DISK, STAMPED E 51 1935 AND SET IN THE TOP OF A
 PE1322'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 PE1322
 PE1322                          STATION RECOVERY (1979)
 PE1322
 PE1322'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PE1322'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1032 ***********************************************************************
 PE1032  DESIGNATION -  E 52
 PE1032  PID         -  PE1032
 PE1032  STATE/COUNTY-  ME/KNOX
 PE1032  USGS QUAD   -  UNION (1979)
 PE1032
 PE1032                         *CURRENT SURVEY CONTROL
 PE1032  ___________________________________________________________________
 PE1032* NAD 83(1986)-  44 14 20.     (N)    069 21 38.     (W)     SCALED    
 PE1032* NAVD 88     -        50.386  (meters)     165.31   (feet)  ADJUSTED  
 PE1032  ___________________________________________________________________
 PE1032  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 PE1032  DYNAMIC HT  -          50.382 (meters)     165.29  (feet)  COMP
 PE1032  MODELED GRAV-     980,528.5   (mgal)                       NAVD 88
 PE1032
 PE1032  VERT ORDER  -  SECOND    CLASS 0
 PE1032
 PE1032.The horizontal coordinates were scaled from a topographic map and have
 PE1032.an estimated accuracy of +/- 6 seconds.
 PE1032
 PE1032.The orthometric height was determined by differential leveling
 PE1032.and adjusted by the National Geodetic Survey in June 1991..
 PE1032
 PE1032.The geoid height was determined by GEOID03.
 PE1032
 PE1032.The dynamic height is computed by dividing the NAVD 88
 PE1032.geopotential number by the normal gravity value computed on the
 PE1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1032.degrees latitude (g = 980.6199 gals.).
 PE1032
 PE1032.The modeled gravity was interpolated from observed gravity values.
 PE1032
 PE1032;                    North         East    Units  Estimated Accuracy
 PE1032;SPC ME E     -    63,930.      231,260.      MT  (+/- 180 meters Scaled)
 PE1032
 PE1032                          SUPERSEDED SURVEY CONTROL
 PE1032
 PE1032  NGVD 29 (??/??/92)   50.597  (m)          166.00   (f) ADJ UNCH    2 0
 PE1032
 PE1032.Superseded values are not recommended for survey control.
 PE1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1032.See file dsdata.txt to determine how the superseded data were derived.
 PE1032
 PE1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ712984(NAD 83)
 PE1032_MARKER: DB = BENCH MARK DISK
 PE1032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1032_STAMPING: E 52 1935
 PE1032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1032+STABILITY: SURFACE MOTION
 PE1032
 PE1032  HISTORY     - Date     Condition        Report By
 PE1032  HISTORY     - 1935     MONUMENTED       CGS
 PE1032
 PE1032                          STATION DESCRIPTION
 PE1032
 PE1032'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE1032'1.2 MI E FROM STICKNEY CORNER.
 PE1032'1.2 MILES EAST ALONG STATE HIGHWAY 17 FROM THE INTERSECTION OF
 PE1032'STATE HIGHWAY 220 AT STICKENY CORNER, KNOX COUNTY, 210 YARDS
 PE1032'EAST OF A CONCRETE CULVERT, 42 YARDS EAST OF THE CENTERLINE OF
 PE1032'A DRIVE LEADING TO A FARMHOUSE, AT THE WEST SLOPE OF A HILL,
 PE1032'OPPOSITE A CURVE, 29 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 PE1032'10 FEET WEST OF THE CENTERLINE OF A FIELD ROAD, AND 2 FEET WEST
 PE1032'OF THE FENCE LINE.  A STANDARD DISK, STAMPED E 52 1935 AND SET
 PE1032'IN THE TOP OF A CONCRETE POST PROJECTING 1/2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0073 ***********************************************************************
 RE0073  DESIGNATION -  E 55
 RE0073  PID         -  RE0073
 RE0073  STATE/COUNTY-  ME/AROOSTOOK
 RE0073  USGS QUAD   -  LIMESTONE (1978)
 RE0073
 RE0073                         *CURRENT SURVEY CONTROL
 RE0073  ___________________________________________________________________
 RE0073* NAD 83(1986)-  46 58 29.     (N)    067 49 39.     (W)     SCALED    
 RE0073* NAVD 88     -       233.747  (meters)     766.88   (feet)  ADJUSTED  
 RE0073  ___________________________________________________________________
 RE0073  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 RE0073  DYNAMIC HT  -         233.773 (meters)     766.97  (feet)  COMP
 RE0073  MODELED GRAV-     980,720.8   (mgal)                       NAVD 88
 RE0073
 RE0073  VERT ORDER  -  SECOND    CLASS 0
 RE0073
 RE0073.The horizontal coordinates were scaled from a topographic map and have
 RE0073.an estimated accuracy of +/- 6 seconds.
 RE0073
 RE0073.The orthometric height was determined by differential leveling
 RE0073.and adjusted by the National Geodetic Survey in June 1991..
 RE0073
 RE0073.The geoid height was determined by GEOID03.
 RE0073
 RE0073.The dynamic height is computed by dividing the NAVD 88
 RE0073.geopotential number by the normal gravity value computed on the
 RE0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0073.degrees latitude (g = 980.6199 gals.).
 RE0073
 RE0073.The modeled gravity was interpolated from observed gravity values.
 RE0073
 RE0073;                    North         East    Units  Estimated Accuracy
 RE0073;SPC ME E     -   367,830.      351,170.      MT  (+/- 180 meters Scaled)
 RE0073
 RE0073                          SUPERSEDED SURVEY CONTROL
 RE0073
 RE0073  NGVD 29 (??/??/92)  233.937  (m)          767.51   (f) ADJ UNCH    2 0
 RE0073
 RE0073.Superseded values are not recommended for survey control.
 RE0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0073.See file dsdata.txt to determine how the superseded data were derived.
 RE0073
 RE0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN891030(NAD 83)
 RE0073_MARKER: DB = BENCH MARK DISK
 RE0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RE0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RE0073_STAMPING: E 55 1935
 RE0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RE0073+STABILITY: SURFACE MOTION
 RE0073
 RE0073  HISTORY     - Date     Condition        Report By
 RE0073  HISTORY     - 1935     MONUMENTED       CGS
 RE0073  HISTORY     - 1953     MARK NOT FOUND   NGS
 RE0073
 RE0073                          STATION DESCRIPTION
 RE0073
 RE0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RE0073'4.7 MI N FROM LIMESTONE.
 RE0073'4.7 MILES NORTH ALONG STATE HIGHWAY 165 FROM THE POST OFFICE
 RE0073'AT LIMESTONE, AROOSTOOK COUNTY, 0.2 MILE SOUTH OF PLEASANT
 RE0073'RIDGE SCHOOL, 150 YARDS SOUTH OF THE JUNCTION OF A ROAD LEADING
 RE0073'WEST, ON THE CREST OF A HILL, 23 FEET EAST OF THE CENTER LINE
 RE0073'OF THE HIGHWAY, AND 3 FEET NORTHEAST OF POLE 616.  A STANDARD
 RE0073'DISK, STAMPED E 55 1935 AND SET IN THE TOP OF A CONCRETE POST
 RE0073'PROJECTING 3 INCHES ABOVE GROUND.
 RE0073
 RE0073                          STATION RECOVERY (1953)
 RE0073
 RE0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 RE0073'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0092 ***********************************************************************
 RE0092  DESIGNATION -  E 57
 RE0092  PID         -  RE0092
 RE0092  STATE/COUNTY-  ME/AROOSTOOK
 RE0092  USGS QUAD   -  FORT FAIRFIELD (1984)
 RE0092
 RE0092                         *CURRENT SURVEY CONTROL
 RE0092  ___________________________________________________________________
 RE0092* NAD 83(1986)-  46 49 29.     (N)    067 47 23.     (W)     SCALED    
 RE0092* NAVD 88     -       183.673  (meters)     602.60   (feet)  ADJUSTED  
 RE0092  ___________________________________________________________________
 RE0092  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 RE0092  DYNAMIC HT  -         183.694 (meters)     602.67  (feet)  COMP
 RE0092  MODELED GRAV-     980,719.7   (mgal)                       NAVD 88
 RE0092
 RE0092  VERT ORDER  -  SECOND    CLASS 0
 RE0092
 RE0092.The horizontal coordinates were scaled from a topographic map and have
 RE0092.an estimated accuracy of +/- 6 seconds.
 RE0092
 RE0092.The orthometric height was determined by differential leveling
 RE0092.and adjusted by the National Geodetic Survey in June 1991..
 RE0092
 RE0092.The geoid height was determined by GEOID03.
 RE0092
 RE0092.The dynamic height is computed by dividing the NAVD 88
 RE0092.geopotential number by the normal gravity value computed on the
 RE0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0092.degrees latitude (g = 980.6199 gals.).
 RE0092
 RE0092.The modeled gravity was interpolated from observed gravity values.
 RE0092
 RE0092;                    North         East    Units  Estimated Accuracy
 RE0092;SPC ME E     -   351,190.      354,190.      MT  (+/- 180 meters Scaled)
 RE0092
 RE0092                          SUPERSEDED SURVEY CONTROL
 RE0092
 RE0092  NGVD 29 (??/??/92)  183.892  (m)          603.32   (f) ADJ UNCH    2 0
 RE0092
 RE0092.Superseded values are not recommended for survey control.
 RE0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0092.See file dsdata.txt to determine how the superseded data were derived.
 RE0092
 RE0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM923863(NAD 83)
 RE0092_MARKER: DB = BENCH MARK DISK
 RE0092_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RE0092_SP_SET: BOUNDARY MARKER FOUNDATION
 RE0092_STAMPING: E 57 1935
 RE0092_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RE0092
 RE0092  HISTORY     - Date     Condition        Report By
 RE0092  HISTORY     - 1935     MONUMENTED       CGS
 RE0092
 RE0092                          STATION DESCRIPTION
 RE0092
 RE0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RE0092'4.6 MI N FROM FORT FAIRFIELD.
 RE0092'4.6 MILES NORTH ALONG STATE HIGHWAY 165 FROM THE POST OFFICE
 RE0092'AT FORT FAIRFIELD, AROOSTOOK COUNTY, THENCE 1.2 MILES EAST
 RE0092'ALONG A ROAD, AT THE UNITED STATES-CANADIAN INTERNATIONAL BOUNDARY,
 RE0092'AT BOUNDARY MARKER 87 B, IN THE CENTER OF THE WEST FACE OF THE
 RE0092'CONCRETE FOUNDATION, 15 FEET EAST OF THE CENTER LINE OF THE
 RE0092'ROAD, 13 FEET SOUTHWEST OF A POWER-TRANSMISSION LINE POLE, AND
 RE0092'3 INCHES FROM THE TOP OF THE BASE.  A STANDARD DISK, STAMPED
 RE0092'E 57 1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0046 ***********************************************************************
 RE0046  DESIGNATION -  E 58
 RE0046  PID         -  RE0046
 RE0046  STATE/COUNTY-  ME/AROOSTOOK
 RE0046  USGS QUAD   -  LINNEUS (1984)
 RE0046
 RE0046                         *CURRENT SURVEY CONTROL
 RE0046  ___________________________________________________________________
 RE0046* NAD 83(1986)-  46 06 15.     (N)    067 58 22.     (W)     SCALED    
 RE0046* NAVD 88     -       135.165  (meters)     443.45   (feet)  ADJUSTED  
 RE0046  ___________________________________________________________________
 RE0046  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 RE0046  DYNAMIC HT  -         135.171 (meters)     443.47  (feet)  COMP
 RE0046  MODELED GRAV-     980,662.1   (mgal)                       NAVD 88
 RE0046
 RE0046  VERT ORDER  -  SECOND    CLASS 0
 RE0046
 RE0046.The horizontal coordinates were scaled from a topographic map and have
 RE0046.an estimated accuracy of +/- 6 seconds.
 RE0046
 RE0046.The orthometric height was determined by differential leveling
 RE0046.and adjusted by the National Geodetic Survey in June 1991..
 RE0046
 RE0046.The geoid height was determined by GEOID03.
 RE0046
 RE0046.The dynamic height is computed by dividing the NAVD 88
 RE0046.geopotential number by the normal gravity value computed on the
 RE0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0046.degrees latitude (g = 980.6199 gals.).
 RE0046
 RE0046.The modeled gravity was interpolated from observed gravity values.
 RE0046
 RE0046;                    North         East    Units  Estimated Accuracy
 RE0046;SPC ME E     -   270,990.      340,760.      MT  (+/- 180 meters Scaled)
 RE0046
 RE0046                          SUPERSEDED SURVEY CONTROL
 RE0046
 RE0046  NGVD 29 (??/??/92)  135.356  (m)          444.08   (f) ADJ UNCH    2 0
 RE0046
 RE0046.Superseded values are not recommended for survey control.
 RE0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0046.See file dsdata.txt to determine how the superseded data were derived.
 RE0046
 RE0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM793061(NAD 83)
 RE0046_MARKER: DB = BENCH MARK DISK
 RE0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RE0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RE0046_STAMPING: E 58 1935
 RE0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RE0046+STABILITY: SURFACE MOTION
 RE0046
 RE0046  HISTORY     - Date     Condition        Report By
 RE0046  HISTORY     - 1935     MONUMENTED       CGS
 RE0046  HISTORY     - 1951     MARK NOT FOUND   NGS
 RE0046
 RE0046                          STATION DESCRIPTION
 RE0046
 RE0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 RE0046'1.2 MI SW FROM NEW LIMERICK.
 RE0046'1.2 MILES SOUTHWEST ALONG THE LINNEUS ROAD FROM THE BANGOR AND
 RE0046'AROOSTOOK RAILROAD STATION AT NEW LIMERICK, AROOSTOOK COUNTY,
 RE0046'0.5 MILE WEST OF A CEMETERY, 63 YARDS SOUTHWEST OF THE CENTERLINE
 RE0046'OF A NORTHWEST-AND-SOUTHEAST ROAD, AND 25 FEET SOUTHEAST OF THE
 RE0046'CENTER OF THE JUNCTION OF A ROAD LEADING SOUTHWEST.  A STANDARD
 RE0046'DISK, STAMPED E 58 1935 AND SET IN THE TOP OF A CONCRETE POST
 RE0046'PROJECTING 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0072 ***********************************************************************
 QG0072  DESIGNATION -  E 59
 QG0072  PID         -  QG0072
 QG0072  STATE/COUNTY-  ME/AROOSTOOK
 QG0072  USGS QUAD   -  ALDER BROOK (1989)
 QG0072
 QG0072                         *CURRENT SURVEY CONTROL
 QG0072  ___________________________________________________________________
 QG0072* NAD 83(1986)-  45 47 32.     (N)    068 03 10.     (W)     SCALED    
 QG0072* NAVD 88     -       137.538  (meters)     451.24   (feet)  ADJUSTED  
 QG0072  ___________________________________________________________________
 QG0072  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 QG0072  DYNAMIC HT  -         137.543 (meters)     451.26  (feet)  COMP
 QG0072  MODELED GRAV-     980,646.0   (mgal)                       NAVD 88
 QG0072
 QG0072  VERT ORDER  -  SECOND    CLASS 0
 QG0072
 QG0072.The horizontal coordinates were scaled from a topographic map and have
 QG0072.an estimated accuracy of +/- 6 seconds.
 QG0072
 QG0072.The orthometric height was determined by differential leveling
 QG0072.and adjusted by the National Geodetic Survey in June 1991..
 QG0072
 QG0072.The geoid height was determined by GEOID03.
 QG0072
 QG0072.The dynamic height is computed by dividing the NAVD 88
 QG0072.geopotential number by the normal gravity value computed on the
 QG0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0072.degrees latitude (g = 980.6199 gals.).
 QG0072
 QG0072.The modeled gravity was interpolated from observed gravity values.
 QG0072
 QG0072;                    North         East    Units  Estimated Accuracy
 QG0072;SPC ME E     -   236,280.      334,770.      MT  (+/- 180 meters Scaled)
 QG0072
 QG0072                          SUPERSEDED SURVEY CONTROL
 QG0072
 QG0072  NGVD 29 (??/??/92)  137.710  (m)          451.80   (f) ADJ UNCH    2 0
 QG0072
 QG0072.Superseded values are not recommended for survey control.
 QG0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0072.See file dsdata.txt to determine how the superseded data were derived.
 QG0072
 QG0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL736713(NAD 83)
 QG0072_MARKER: DB = BENCH MARK DISK
 QG0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0072_STAMPING: E 59 1935
 QG0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0072+STABILITY: SURFACE MOTION
 QG0072
 QG0072  HISTORY     - Date     Condition        Report By
 QG0072  HISTORY     - 1935     MONUMENTED       CGS
 QG0072  HISTORY     - 19850530 MARK NOT FOUND   USPSQD
 QG0072
 QG0072                          STATION DESCRIPTION
 QG0072
 QG0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QG0072'3.9 MI SW FROM HAYNESVILLE.
 QG0072'3.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 2A FROM THE BAPTIST CHURCH
 QG0072'AT HAYNESVILLE, AROOSTOOK COUNTY, 1.1 MILES SOUTHWEST OF THE
 QG0072'GLENWOOD-HAYNESVILLE TOWN LINE, 175 YARDS EAST OF THE CENTERLINE
 QG0072'OF AN 18-INCH CORRUGATED-IRON CULVERT, AT THE CREST OF A HILL,
 QG0072'AND 27 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 QG0072'DISK, STAMPED E 59 1935 AND SET IN THE TOP OF A CONCRETE POST
 QG0072'PROJECTING 1 FOOT ABOVE GROUND.
 QG0072
 QG0072                          STATION RECOVERY (1985)
 QG0072
 QG0072'RECOVERY NOTE BY US POWER SQUADRON 1985 (WRM)
 QG0072'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0343 ***********************************************************************
 OC0343  DESIGNATION -  E 6
 OC0343  PID         -  OC0343
 OC0343  STATE/COUNTY-  ME/YORK
 OC0343  USGS QUAD   -  DOVER EAST (1988)
 OC0343
 OC0343                         *CURRENT SURVEY CONTROL
 OC0343  ___________________________________________________________________
 OC0343* NAD 83(1986)-  43 14 37.     (N)    070 46 22.     (W)     SCALED    
 OC0343* NAVD 88     -        28.634  (meters)      93.94   (feet)  POSTED    
 OC0343  ___________________________________________________________________
 OC0343  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 OC0343  DYNAMIC HT  -          28.630 (meters)      93.93  (feet)  COMP
 OC0343  MODELED GRAV-     980,450.8   (mgal)                       NAVD 88
 OC0343
 OC0343  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OC0343
 OC0343.The horizontal coordinates were scaled from a topographic map and have
 OC0343.an estimated accuracy of +/- 6 seconds.
 OC0343
 OC0343.The orthometric height was determined by differential leveling
 OC0343.and adjusted by the National Geodetic Survey in 1992..
 OC0343.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OC0343.rate of 0.0 thru 1.0 mm/km.
 OC0343
 OC0343.The geoid height was determined by GEOID03.
 OC0343
 OC0343.The dynamic height is computed by dividing the NAVD 88
 OC0343.geopotential number by the normal gravity value computed on the
 OC0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0343.degrees latitude (g = 980.6199 gals.).
 OC0343
 OC0343.The modeled gravity was interpolated from observed gravity values.
 OC0343
 OC0343;                    North         East    Units  Estimated Accuracy
 OC0343;SPC ME W     -    45,760.      850,770.      MT  (+/- 180 meters Scaled)
 OC0343
 OC0343                          SUPERSEDED SURVEY CONTROL
 OC0343
 OC0343.No superseded survey control is available for this station.
 OC0343
 OC0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH560893(NAD 83)
 OC0343_MARKER: DB = BENCH MARK DISK
 OC0343_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC0343_SP_SET: ABUTMENT
 OC0343_STAMPING: E 6 1923
 OC0343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC0343
 OC0343  HISTORY     - Date     Condition        Report By
 OC0343  HISTORY     - 1923     MONUMENTED       CGS
 OC0343
 OC0343                          STATION DESCRIPTION
 OC0343
 OC0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1923
 OC0343'AT AGAMENTIOUS.
 OC0343'AT AGAMENTIOUS, YORK COUNTY, ON THE EASTERN DIVISION OF THE
 OC0343'BOSTON AND MAINE RAILROAD, ABOUT 2-1/3 RAILS SOUTH OF MILEPOST
 OC0343'B70-P38, AT THE HIGHWAY BRIDGE OVER A STREAM, AND IN THE TOP
 OC0343'OF THE SOUTH END OF THE WEST ABUTMENT.  A STANDARD DISK, STAMPED
 OC0343'E 6 1923.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0344 ***********************************************************************
 OC0344  DESIGNATION -  E 6 RESET 1964
 OC0344  PID         -  OC0344
 OC0344  STATE/COUNTY-  ME/YORK
 OC0344  USGS QUAD   -  DOVER EAST (1988)
 OC0344
 OC0344                         *CURRENT SURVEY CONTROL
 OC0344  ___________________________________________________________________
 OC0344* NAD 83(1986)-  43 14 37.     (N)    070 46 22.     (W)     SCALED    
 OC0344* NAVD 88     -        28.903  (meters)      94.83   (feet)  ADJUSTED  
 OC0344  ___________________________________________________________________
 OC0344  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 OC0344  DYNAMIC HT  -          28.898 (meters)      94.81  (feet)  COMP
 OC0344  MODELED GRAV-     980,450.8   (mgal)                       NAVD 88
 OC0344
 OC0344  VERT ORDER  -  FIRST     CLASS I
 OC0344
 OC0344.The horizontal coordinates were scaled from a topographic map and have
 OC0344.an estimated accuracy of +/- 6 seconds.
 OC0344
 OC0344.The orthometric height was determined by differential leveling
 OC0344.and adjusted by the National Geodetic Survey in June 1991..
 OC0344
 OC0344.The geoid height was determined by GEOID03.
 OC0344
 OC0344.The dynamic height is computed by dividing the NAVD 88
 OC0344.geopotential number by the normal gravity value computed on the
 OC0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0344.degrees latitude (g = 980.6199 gals.).
 OC0344
 OC0344.The modeled gravity was interpolated from observed gravity values.
 OC0344
 OC0344;                    North         East    Units  Estimated Accuracy
 OC0344;SPC ME W     -    45,760.      850,770.      MT  (+/- 180 meters Scaled)
 OC0344
 OC0344                          SUPERSEDED SURVEY CONTROL
 OC0344
 OC0344  NGVD 29 (??/??/92)   29.127  (m)           95.56   (f) ADJ UNCH    1 1
 OC0344
 OC0344.Superseded values are not recommended for survey control.
 OC0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0344.See file dsdata.txt to determine how the superseded data were derived.
 OC0344
 OC0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH560893(NAD 83)
 OC0344_MARKER: DB = BENCH MARK DISK
 OC0344_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC0344_SP_SET: ABUTMENT
 OC0344_STAMPING: E 6 RESET 1964
 OC0344_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC0344
 OC0344  HISTORY     - Date     Condition        Report By
 OC0344  HISTORY     - 1964     MONUMENTED       CGS
 OC0344  HISTORY     - 1966     GOOD             NGS
 OC0344  HISTORY     - 1978     GOOD             DOD
 OC0344  HISTORY     - 19880408 GOOD             USPSQD
 OC0344
 OC0344                          STATION DESCRIPTION
 OC0344
 OC0344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 OC0344'2.1 MI NE FROM SOUTH BERWICK.
 OC0344'ABOUT 0.5 MILE NORTH ALONG STATE HIGHWAY 4 FROM THE SOUTH
 OC0344'BERWICK CENTRAL SCHOOL AT SOUTH BERWICK, THENCE 1.5 MILE
 OC0344'NORTHEAST ALONG AGAMENTICUS ROAD, THENCE 0.1 MILE EAST ALONG
 OC0344'EMERYS BRIDGE ROAD, IN THE TOP OF THE SOUTH END OF THE WEST
 OC0344'ABUTMENT TO A 65-FOOT BRIDGE OVER THE GREAT WORKS RIVER, 16.0
 OC0344'FEET SOUTH OF THE CENTER LINE OF THE ROAD, AND ABOUT LEVEL
 OC0344'WITH THE ROAD.
 OC0344
 OC0344                          STATION RECOVERY (1978)
 OC0344
 OC0344'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 OC0344'RECOVERED IN GOOD CONDITION.
 OC0344
 OC0344                          STATION RECOVERY (1988)
 OC0344
 OC0344'RECOVERY NOTE BY US POWER SQUADRON 1988 (RSR)
 OC0344'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0095 ***********************************************************************
 QG0095  DESIGNATION -  E 60
 QG0095  PID         -  QG0095
 QG0095  STATE/COUNTY-  ME/PENOBSCOT
 QG0095  USGS QUAD   -  MATTAWAMKEAG (1988)
 QG0095
 QG0095                         *CURRENT SURVEY CONTROL
 QG0095  ___________________________________________________________________
 QG0095* NAD 83(1986)-  45 33 14.     (N)    068 19 52.     (W)     SCALED    
 QG0095* NAVD 88     -       137.574  (meters)     451.36   (feet)  ADJUSTED  
 QG0095  ___________________________________________________________________
 QG0095  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 QG0095  DYNAMIC HT  -         137.575 (meters)     451.36  (feet)  COMP
 QG0095  MODELED GRAV-     980,624.4   (mgal)                       NAVD 88
 QG0095
 QG0095  VERT ORDER  -  SECOND    CLASS 0
 QG0095
 QG0095.The horizontal coordinates were scaled from a topographic map and have
 QG0095.an estimated accuracy of +/- 6 seconds.
 QG0095
 QG0095.The orthometric height was determined by differential leveling
 QG0095.and adjusted by the National Geodetic Survey in June 1991..
 QG0095
 QG0095.The geoid height was determined by GEOID03.
 QG0095
 QG0095.The dynamic height is computed by dividing the NAVD 88
 QG0095.geopotential number by the normal gravity value computed on the
 QG0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0095.degrees latitude (g = 980.6199 gals.).
 QG0095
 QG0095.The modeled gravity was interpolated from observed gravity values.
 QG0095
 QG0095;                    North         East    Units  Estimated Accuracy
 QG0095;SPC ME E     -   209,710.      313,190.      MT  (+/- 180 meters Scaled)
 QG0095
 QG0095                          SUPERSEDED SURVEY CONTROL
 QG0095
 QG0095  NGVD 29 (??/??/92)  137.741  (m)          451.91   (f) ADJ UNCH    2 0
 QG0095
 QG0095.Superseded values are not recommended for survey control.
 QG0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0095.See file dsdata.txt to determine how the superseded data were derived.
 QG0095
 QG0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL522447(NAD 83)
 QG0095_MARKER: DB = BENCH MARK DISK
 QG0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0095_STAMPING: E 60 1935
 QG0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0095+STABILITY: SURFACE MOTION
 QG0095
 QG0095  HISTORY     - Date     Condition        Report By
 QG0095  HISTORY     - 1935     MONUMENTED       CGS
 QG0095  HISTORY     - 1978     MARK NOT FOUND   NGS
 QG0095  HISTORY     - 1978     MARK NOT FOUND   NGS
 QG0095  HISTORY     - 1978     MARK NOT FOUND   NGS
 QG0095
 QG0095                          STATION DESCRIPTION
 QG0095
 QG0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QG0095'2.6 MI N FROM MATTAWAMKEAG.
 QG0095'2.6 MILES NORTH ALONG U.S. HIGHWAY 2 FROM THE MAINE CENTRAL
 QG0095'RAILROAD STATION AT MATTAWAMKEAG, PENOBSCOT COUNTY, 10 FEET WEST
 QG0095'OF TELEPHONE POLE 106, AND 27 FEET NORTHWEST OF THE CENTERLINE
 QG0095'OF THE HIGHWAY.  A STANDARD DISK, STAMPED E 60 1935 AND SET IN THE
 QG0095'TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 QG0095
 QG0095                          STATION RECOVERY (1978)
 QG0095
 QG0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0095'MARK SEARCHED FOR BUT NOT FOUND.
 QG0095
 QG0095                          STATION RECOVERY (1978)
 QG0095
 QG0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0095'MARK SEARCHED FOR BUT NOT FOUND.
 QG0095
 QG0095                          STATION RECOVERY (1978)
 QG0095
 QG0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0095'MARK SEARCHED FOR BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0032 ***********************************************************************
 QG0032  DESIGNATION -  E 61
 QG0032  PID         -  QG0032
 QG0032  STATE/COUNTY-  ME/AROOSTOOK
 QG0032  USGS QUAD   -  CRYSTAL (1989)
 QG0032
 QG0032                         *CURRENT SURVEY CONTROL
 QG0032  ___________________________________________________________________
 QG0032* NAD 83(1986)-  45 53 43.     (N)    068 19 49.     (W)     SCALED    
 QG0032* NAVD 88     -       219.941  (meters)     721.59   (feet)  ADJUSTED  
 QG0032  ___________________________________________________________________
 QG0032  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 QG0032  DYNAMIC HT  -         219.947 (meters)     721.61  (feet)  COMP
 QG0032  MODELED GRAV-     980,635.5   (mgal)                       NAVD 88
 QG0032
 QG0032  VERT ORDER  -  SECOND    CLASS 0
 QG0032
 QG0032.The horizontal coordinates were scaled from a topographic map and have
 QG0032.an estimated accuracy of +/- 6 seconds.
 QG0032
 QG0032.The orthometric height was determined by differential leveling
 QG0032.and adjusted by the National Geodetic Survey in June 1991..
 QG0032
 QG0032.The geoid height was determined by GEOID03.
 QG0032
 QG0032.The dynamic height is computed by dividing the NAVD 88
 QG0032.geopotential number by the normal gravity value computed on the
 QG0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0032.degrees latitude (g = 980.6199 gals.).
 QG0032
 QG0032.The modeled gravity was interpolated from observed gravity values.
 QG0032
 QG0032;                    North         East    Units  Estimated Accuracy
 QG0032;SPC ME E     -   247,650.      313,170.      MT  (+/- 180 meters Scaled)
 QG0032
 QG0032                          SUPERSEDED SURVEY CONTROL
 QG0032
 QG0032  NGVD 29 (??/??/92)  220.110  (m)          722.14   (f) ADJ UNCH    2 0
 QG0032
 QG0032.Superseded values are not recommended for survey control.
 QG0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0032.See file dsdata.txt to determine how the superseded data were derived.
 QG0032
 QG0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL519826(NAD 83)
 QG0032_MARKER: DB = BENCH MARK DISK
 QG0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0032_STAMPING: E 61 1935
 QG0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0032+STABILITY: SURFACE MOTION
 QG0032
 QG0032  HISTORY     - Date     Condition        Report By
 QG0032  HISTORY     - 1935     MONUMENTED       CGS
 QG0032  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QG0032
 QG0032                          STATION DESCRIPTION
 QG0032
 QG0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QG0032'2.6 MI S FROM GOLDEN RIDGE.
 QG0032'2.6 MILES SOUTH ALONG U.S. HIGHWAY 2 FROM THE PUBLIC SCHOOL AT
 QG0032'GOLDEN RIDGE, AROOSTOOK COUNTY, 1.6 MILES NORTH OF THE JUNCTION
 QG0032'OF STATE HIGHWAY 158, 35.5 FEET SOUTHWEST OF TELEPHONE POLE 1218,
 QG0032'AND 28 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 QG0032'DISK, STAMPED E 61 1935 AND SET IN THE TOP OF A CONCRETE POST
 QG0032'PROJECTING ABOUT 1/2 FOOT ABOVE GROUND.
 QG0032
 QG0032                          STATION RECOVERY (1985)
 QG0032
 QG0032'RECOVERY NOTE BY US POWER SQUADRON 1985 (BRP)
 QG0032'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0397 ***********************************************************************
 QG0397  DESIGNATION -  E 63
 QG0397  PID         -  QG0397
 QG0397  STATE/COUNTY-  ME/PISCATAQUIS
 QG0397  USGS QUAD   -  SEBOEIS LAKE (1988)
 QG0397
 QG0397                         *CURRENT SURVEY CONTROL
 QG0397  ___________________________________________________________________
 QG0397* NAD 83(1986)-  45 22 31.     (N)    068 54 05.     (W)     SCALED    
 QG0397* NAVD 88     -       141.732  (meters)     465.00   (feet)  ADJUSTED  
 QG0397  ___________________________________________________________________
 QG0397  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 QG0397  DYNAMIC HT  -         141.731 (meters)     465.00  (feet)  COMP
 QG0397  MODELED GRAV-     980,610.1   (mgal)                       NAVD 88
 QG0397
 QG0397  VERT ORDER  -  SECOND    CLASS 0
 QG0397
 QG0397.The horizontal coordinates were scaled from a topographic map and have
 QG0397.an estimated accuracy of +/- 6 seconds.
 QG0397
 QG0397.The orthometric height was determined by differential leveling
 QG0397.and adjusted by the National Geodetic Survey in June 1991..
 QG0397
 QG0397.The geoid height was determined by GEOID03.
 QG0397
 QG0397.The dynamic height is computed by dividing the NAVD 88
 QG0397.geopotential number by the normal gravity value computed on the
 QG0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0397.degrees latitude (g = 980.6199 gals.).
 QG0397
 QG0397.The modeled gravity was interpolated from observed gravity values.
 QG0397
 QG0397;                    North         East    Units  Estimated Accuracy
 QG0397;SPC ME E     -   189,920.      268,560.      MT  (+/- 180 meters Scaled)
 QG0397
 QG0397                          SUPERSEDED SURVEY CONTROL
 QG0397
 QG0397  NGVD 29 (??/??/92)  141.906  (m)          465.57   (f) ADJ UNCH    2 0
 QG0397
 QG0397.Superseded values are not recommended for survey control.
 QG0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0397.See file dsdata.txt to determine how the superseded data were derived.
 QG0397
 QG0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL077246(NAD 83)
 QG0397_MARKER: DB = BENCH MARK DISK
 QG0397_SETTING: 80 = SET IN A BOULDER
 QG0397_SP_SET: BOULDER
 QG0397_STAMPING: E 63 1935
 QG0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0397+STABILITY: SURFACE MOTION
 QG0397
 QG0397  HISTORY     - Date     Condition        Report By
 QG0397  HISTORY     - 1935     MONUMENTED       CGS
 QG0397  HISTORY     - 1953     GOOD             NGS
 QG0397
 QG0397                          STATION DESCRIPTION
 QG0397
 QG0397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 QG0397'3.7 MI N FROM ADAMS.
 QG0397'3.7 MILES NORTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM THE
 QG0397'CROSSING OF THE CANADIAN PACIFIC RAILWAY AT ADAMS, 60 YARDS
 QG0397'SOUTH OF MILE POST 20, 26 1/2 FEET EAST OF EAST RAIL, IN THE TOP
 QG0397'OF A 3 1/2-FOOT HIGH 9 BY 8 FOOT BOULDER, 2.3 FEET NORTHEAST OF
 QG0397'SOUTHWEST CORNER OF BOULDER AND ABOUT 6 FEET ABOVE TOP OF RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0037 ***********************************************************************
 PD0037  DESIGNATION -  E 66
 PD0037  PID         -  PD0037
 PD0037  STATE/COUNTY-  ME/WASHINGTON
 PD0037  USGS QUAD   -  PEMBROKE (1977)
 PD0037
 PD0037                         *CURRENT SURVEY CONTROL
 PD0037  ___________________________________________________________________
 PD0037* NAD 83(1986)-  44 56 38.     (N)    067 12 26.     (W)     SCALED    
 PD0037* NAVD 88     -        28.111  (meters)      92.23   (feet)  ADJUSTED  
 PD0037  ___________________________________________________________________
 PD0037  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 PD0037  DYNAMIC HT  -          28.110 (meters)      92.22  (feet)  COMP
 PD0037  MODELED GRAV-     980,606.8   (mgal)                       NAVD 88
 PD0037
 PD0037  VERT ORDER  -  SECOND    CLASS 0
 PD0037
 PD0037.The horizontal coordinates were scaled from a topographic map and have
 PD0037.an estimated accuracy of +/- 6 seconds.
 PD0037
 PD0037.The orthometric height was determined by differential leveling
 PD0037.and adjusted by the National Geodetic Survey in June 1991..
 PD0037
 PD0037.The geoid height was determined by GEOID03.
 PD0037
 PD0037.The dynamic height is computed by dividing the NAVD 88
 PD0037.geopotential number by the normal gravity value computed on the
 PD0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0037.degrees latitude (g = 980.6199 gals.).
 PD0037
 PD0037.The modeled gravity was interpolated from observed gravity values.
 PD0037
 PD0037;                    North         East    Units  Estimated Accuracy
 PD0037;SPC ME E     -   142,720.      402,020.      MT  (+/- 180 meters Scaled)
 PD0037
 PD0037                          SUPERSEDED SURVEY CONTROL
 PD0037
 PD0037  NGVD 29 (??/??/92)   28.309  (m)           92.88   (f) ADJ UNCH    2 0
 PD0037
 PD0037.Superseded values are not recommended for survey control.
 PD0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0037.See file dsdata.txt to determine how the superseded data were derived.
 PD0037
 PD0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK414782(NAD 83)
 PD0037_MARKER: DB = BENCH MARK DISK
 PD0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PD0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PD0037_STAMPING: E 66 1935
 PD0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0037+STABILITY: SURFACE MOTION
 PD0037
 PD0037  HISTORY     - Date     Condition        Report By
 PD0037  HISTORY     - 1935     MONUMENTED       CGS
 PD0037  HISTORY     - 1946     GOOD             NGS
 PD0037
 PD0037                          STATION DESCRIPTION
 PD0037
 PD0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PD0037'1.5 MI SW FROM WEST PEMBROKE.
 PD0037'1.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 PD0037'WEST PEMBROKE, WASHINGTON COUNTY, ABOUT 90 YARDS WEST OF THE
 PD0037'CENTER OF THE JUNCTION OF A ROAD LEADING TO A FARMHOUSE, ABOUT
 PD0037'63 YARDS WEST OF A 24-INCH CONCRETE CULVERT, AND 24 FEET SOUTH
 PD0037'OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 PD0037'E 66 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 PD0037'1/2 FOOT ABOVE GROUND.
 PD0037
 PD0037                          STATION RECOVERY (1946)
 PD0037
 PD0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 PD0037'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0040 ***********************************************************************
 PD0040  DESIGNATION -  E 67
 PD0040  PID         -  PD0040
 PD0040  STATE/COUNTY-  ME/WASHINGTON
 PD0040  USGS QUAD   -  EASTPORT (1977)
 PD0040
 PD0040                         *CURRENT SURVEY CONTROL
 PD0040  ___________________________________________________________________
 PD0040* NAD 83(1986)-  44 57 49.     (N)    067 03 41.     (W)     SCALED    
 PD0040* NAVD 88     -        11.303  (meters)      37.08   (feet)  ADJUSTED  
 PD0040  ___________________________________________________________________
 PD0040  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 PD0040  DYNAMIC HT  -          11.303 (meters)      37.08  (feet)  COMP
 PD0040  MODELED GRAV-     980,614.8   (mgal)                       NAVD 88
 PD0040
 PD0040  VERT ORDER  -  SECOND    CLASS 0
 PD0040
 PD0040.The horizontal coordinates were scaled from a topographic map and have
 PD0040.an estimated accuracy of +/- 6 seconds.
 PD0040
 PD0040.The orthometric height was determined by differential leveling
 PD0040.and adjusted by the National Geodetic Survey in June 1991..
 PD0040
 PD0040.The geoid height was determined by GEOID03.
 PD0040
 PD0040.The dynamic height is computed by dividing the NAVD 88
 PD0040.geopotential number by the normal gravity value computed on the
 PD0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0040.degrees latitude (g = 980.6199 gals.).
 PD0040
 PD0040.The modeled gravity was interpolated from observed gravity values.
 PD0040
 PD0040;                    North         East    Units  Estimated Accuracy
 PD0040;SPC ME E     -   145,110.      413,490.      MT  (+/- 180 meters Scaled)
 PD0040
 PD0040                          SUPERSEDED SURVEY CONTROL
 PD0040
 PD0040  NGVD 29 (??/??/92)   11.49   (m)           37.7    (f) COMPUTED    2 0
 PD0040
 PD0040.Superseded values are not recommended for survey control.
 PD0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0040.See file dsdata.txt to determine how the superseded data were derived.
 PD0040
 PD0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK528807(NAD 83)
 PD0040_MARKER: DB = BENCH MARK DISK
 PD0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PD0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PD0040_STAMPING: E-67--1935
 PD0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0040+STABILITY: SURFACE MOTION
 PD0040
 PD0040  HISTORY     - Date     Condition        Report By
 PD0040  HISTORY     - 1935     MONUMENTED       CGS
 PD0040
 PD0040                          STATION DESCRIPTION
 PD0040
 PD0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PD0040'1 MI SE FROM PERRY.
 PD0040'E-67 IS LOCATED 1 MILE SOUTHEAST OF POST OFFICE AT PERRY, 67
 PD0040'FEET NORTH OF A FARM HOUSE, 20 FEET NORTHEAST OF CENTERLINE OF
 PD0040'ROAD, AT TOP OF A GRADE.  STANDARD TABLET SET IN TOP OF CONCRETE
 PD0040'POST 5 INCHES HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0041 ***********************************************************************
 PD0041  DESIGNATION -  E 67 RESET 1939
 PD0041  PID         -  PD0041
 PD0041  STATE/COUNTY-  ME/WASHINGTON
 PD0041  USGS QUAD   -  EASTPORT (1977)
 PD0041
 PD0041                         *CURRENT SURVEY CONTROL
 PD0041  ___________________________________________________________________
 PD0041* NAD 83(1986)-  44 57 49.     (N)    067 03 41.     (W)     SCALED    
 PD0041* NAVD 88     -        11.32   (meters)      37.1    (feet)  RESET     
 PD0041  ___________________________________________________________________
 PD0041  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 PD0041
 PD0041  VERT ORDER  -  THIRD
 PD0041
 PD0041.The horizontal coordinates were scaled from a topographic map and have
 PD0041.an estimated accuracy of +/- 6 seconds.
 PD0041
 PD0041.The orthometric height was computed from unverified reset data.
 PD0041
 PD0041.The geoid height was determined by GEOID03.
 PD0041
 PD0041;                    North         East    Units  Estimated Accuracy
 PD0041;SPC ME E     -   145,110.      413,490.      MT  (+/- 180 meters Scaled)
 PD0041
 PD0041                          SUPERSEDED SURVEY CONTROL
 PD0041
 PD0041  NGVD 29 (??/??/??)   11.51   (m)           37.8    (f) RESET       3  
 PD0041
 PD0041.Superseded values are not recommended for survey control.
 PD0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0041.See file dsdata.txt to determine how the superseded data were derived.
 PD0041
 PD0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK528807(NAD 83)
 PD0041_MARKER: DB = BENCH MARK DISK
 PD0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PD0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PD0041_STAMPING: E 67 1935 RESET 1939
 PD0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0041+STABILITY: SURFACE MOTION
 PD0041
 PD0041  HISTORY     - Date     Condition        Report By
 PD0041  HISTORY     - 1939     MONUMENTED       CGS
 PD0041  HISTORY     - 1946     GOOD             NGS
 PD0041  HISTORY     - 1978     MARK NOT FOUND   NGS
 PD0041
 PD0041                          STATION DESCRIPTION
 PD0041
 PD0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 PD0041'1 MI SE FROM PERRY.
 PD0041'1.0 MILE SOUTHEAST ALONG STATE HIGHWAY 190 FROM THE POST OFFICE
 PD0041'AT PERRY, 67 FEET NORTH OF A FARMHOUSE, AT THE TOP OF A RISE, 17
 PD0041'FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND SET IN THE
 PD0041'TOP OF A CONCRETE POST PROJECTING 1/2 FOOT ABOVE GROUND.
 PD0041
 PD0041                          STATION RECOVERY (1946)
 PD0041
 PD0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 PD0041'RECOVERED IN GOOD CONDITION.
 PD0041
 PD0041                          STATION RECOVERY (1978)
 PD0041
 PD0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PD0041'MARK SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0089 ***********************************************************************
 PD0089  DESIGNATION -  E 68
 PD0089  PID         -  PD0089
 PD0089  STATE/COUNTY-  ME/WASHINGTON
 PD0089  USGS QUAD   -  CUTLER (1993)
 PD0089
 PD0089                         *CURRENT SURVEY CONTROL
 PD0089  ___________________________________________________________________
 PD0089* NAD 83(1986)-  44 43 32.     (N)    067 07 53.     (W)     SCALED    
 PD0089* NAVD 88     -        53.327  (meters)     174.96   (feet)  ADJUSTED  
 PD0089  ___________________________________________________________________
 PD0089  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 PD0089  DYNAMIC HT  -          53.327 (meters)     174.96  (feet)  COMP
 PD0089  MODELED GRAV-     980,620.8   (mgal)                       NAVD 88
 PD0089
 PD0089  VERT ORDER  -  FIRST     CLASS II
 PD0089
 PD0089.The horizontal coordinates were scaled from a topographic map and have
 PD0089.an estimated accuracy of +/- 6 seconds.
 PD0089
 PD0089.The orthometric height was determined by differential leveling
 PD0089.and adjusted by the National Geodetic Survey in June 1991..
 PD0089
 PD0089.The geoid height was determined by GEOID03.
 PD0089
 PD0089.The dynamic height is computed by dividing the NAVD 88
 PD0089.geopotential number by the normal gravity value computed on the
 PD0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0089.degrees latitude (g = 980.6199 gals.).
 PD0089
 PD0089.The modeled gravity was interpolated from observed gravity values.
 PD0089
 PD0089;                    North         East    Units  Estimated Accuracy
 PD0089;SPC ME E     -   118,560.      408,410.      MT  (+/- 180 meters Scaled)
 PD0089
 PD0089                          SUPERSEDED SURVEY CONTROL
 PD0089
 PD0089  NGVD 29 (??/??/92)   53.498  (m)          175.52   (f) ADJ UNCH    1 2
 PD0089
 PD0089.Superseded values are not recommended for survey control.
 PD0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0089.See file dsdata.txt to determine how the superseded data were derived.
 PD0089
 PD0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK479541(NAD 83)
 PD0089_MARKER: DB = BENCH MARK DISK
 PD0089_SETTING: 66 = SET IN ROCK OUTCROP
 PD0089_SP_SET: ROCK OUTCROP
 PD0089_STAMPING: E 68 1935
 PD0089_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0089+STABILITY: POSITION/ELEVATION WELL
 PD0089
 PD0089  HISTORY     - Date     Condition        Report By
 PD0089  HISTORY     - 1935     MONUMENTED       CGS
 PD0089  HISTORY     - 1946     GOOD             NGS
 PD0089  HISTORY     - 1978     GOOD             NGS
 PD0089
 PD0089                          STATION DESCRIPTION
 PD0089
 PD0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PD0089'4.1 MI SW FROM SOUTH TRESCOTT.
 PD0089'4.1 MILES SOUTHWEST ALONG STATE HIGHWAY 191 FROM THE SCHOOL AT
 PD0089'SOUTH TRESCOTT, WASHINGTON COUNTY, ABOUT 100 YARDS SOUTHWEST OF
 PD0089'THE SUMMIT OF A HILL, 45 FEET SOUTHEAST OF THE CENTER LINE OF THE
 PD0089'HIGHWAY, ABOUT 50 FEET SOUTH OF A SPRUCE TREE, IN THE TOP OF A
 PD0089'LARGE ROCK OUTCROP, AND ABOUT 10 FEET HIGHER THAN THE HIGHWAY.
 PD0089'A STANDARD DISK, STAMPED E 68 1935.
 PD0089
 PD0089                          STATION RECOVERY (1946)
 PD0089
 PD0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 PD0089'RECOVERED IN GOOD CONDITION.
 PD0089
 PD0089                          STATION RECOVERY (1978)
 PD0089
 PD0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PD0089'6.2 MILES NORTHEAST OF THE SCHOOL AT CUTLER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0345 ***********************************************************************
 PD0345  DESIGNATION -  E 69
 PD0345  PID         -  PD0345
 PD0345  STATE/COUNTY-  ME/WASHINGTON
 PD0345  USGS QUAD   -  CHERRYFIELD (1978)
 PD0345
 PD0345                         *CURRENT SURVEY CONTROL
 PD0345  ___________________________________________________________________
 PD0345* NAD 83(1986)-  44 33 31.     (N)    067 52 50.     (W)     SCALED    
 PD0345* NAVD 88     -        12.312  (meters)      40.39   (feet)  ADJUSTED  
 PD0345  ___________________________________________________________________
 PD0345  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 PD0345  DYNAMIC HT  -          12.312 (meters)      40.39  (feet)  COMP
 PD0345  MODELED GRAV-     980,587.1   (mgal)                       NAVD 88
 PD0345
 PD0345  VERT ORDER  -  SECOND    CLASS 0
 PD0345
 PD0345.The horizontal coordinates were scaled from a topographic map and have
 PD0345.an estimated accuracy of +/- 6 seconds.
 PD0345
 PD0345.The orthometric height was determined by differential leveling
 PD0345.and adjusted by the National Geodetic Survey in June 1991..
 PD0345.WARNING-Repeat measurements at this control monument indicate possible
 PD0345.vertical movement.
 PD0345
 PD0345.The geoid height was determined by GEOID03.
 PD0345
 PD0345.The dynamic height is computed by dividing the NAVD 88
 PD0345.geopotential number by the normal gravity value computed on the
 PD0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0345.degrees latitude (g = 980.6199 gals.).
 PD0345
 PD0345.The modeled gravity was interpolated from observed gravity values.
 PD0345
 PD0345;                    North         East    Units  Estimated Accuracy
 PD0345;SPC ME E     -    99,290.      349,210.      MT  (+/- 180 meters Scaled)
 PD0345
 PD0345                          SUPERSEDED SURVEY CONTROL
 PD0345
 PD0345  NGVD 29 (??/??/92)   12.516  (m)           41.06   (f) ADJ UNCH    2 0
 PD0345
 PD0345.Superseded values are not recommended for survey control.
 PD0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0345.See file dsdata.txt to determine how the superseded data were derived.
 PD0345
 PD0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK889345(NAD 83)
 PD0345_MARKER: DB = BENCH MARK DISK
 PD0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PD0345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PD0345_STAMPING: E 69 1935
 PD0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0345+STABILITY: SURFACE MOTION
 PD0345
 PD0345  HISTORY     - Date     Condition        Report By
 PD0345  HISTORY     - 1935     MONUMENTED       CGS
 PD0345  HISTORY     - 1966     GOOD             NGS
 PD0345
 PD0345                          STATION DESCRIPTION
 PD0345
 PD0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PD0345'1.5 MI NE FROM MILBRIDGE.
 PD0345'1.5 MILES NORTHEAST ALONG U.S. HIGHWAY 1A FROM THE POST OFFICE
 PD0345'AT MILBRIDGE, NEAR THE JUNCTION OF A GRAVELED ROAD LEADING
 PD0345'NORTH, 23 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 99
 PD0345'FEET SOUTHWEST OF CABLE LINE POLE NO. 255-25, 26 FEET NORTHEAST
 PD0345'OF THE CENTER LINE OF THE GRAVELED ROAD, ABOUT LEVEL WITH THE
 PD0345'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 12
 PD0345'INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0190 ***********************************************************************
 PD0190  DESIGNATION -  E 75
 PD0190  PID         -  PD0190
 PD0190  STATE/COUNTY-  ME/WASHINGTON
 PD0190  USGS QUAD   -  LAKE CATHANCE (1987)
 PD0190
 PD0190                         *CURRENT SURVEY CONTROL
 PD0190  ___________________________________________________________________
 PD0190* NAD 83(1986)-  44 56 58.     (N)    067 26 29.     (W)     SCALED    
 PD0190* NAVD 88     -        77.681  (meters)     254.86   (feet)  ADJUSTED  
 PD0190  ___________________________________________________________________
 PD0190  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 PD0190  DYNAMIC HT  -          77.677 (meters)     254.85  (feet)  COMP
 PD0190  MODELED GRAV-     980,568.5   (mgal)                       NAVD 88
 PD0190
 PD0190  VERT ORDER  -  SECOND    CLASS 0
 PD0190
 PD0190.The horizontal coordinates were scaled from a topographic map and have
 PD0190.an estimated accuracy of +/- 6 seconds.
 PD0190
 PD0190.The orthometric height was determined by differential leveling
 PD0190.and adjusted by the National Geodetic Survey in June 1991..
 PD0190
 PD0190.The geoid height was determined by GEOID03.
 PD0190
 PD0190.The dynamic height is computed by dividing the NAVD 88
 PD0190.geopotential number by the normal gravity value computed on the
 PD0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0190.degrees latitude (g = 980.6199 gals.).
 PD0190
 PD0190.The modeled gravity was interpolated from observed gravity values.
 PD0190
 PD0190;                    North         East    Units  Estimated Accuracy
 PD0190;SPC ME E     -   143,070.      383,530.      MT  (+/- 180 meters Scaled)
 PD0190
 PD0190                          SUPERSEDED SURVEY CONTROL
 PD0190
 PD0190  NGVD 29 (??/??/92)   77.884  (m)          255.52   (f) ADJ UNCH    2 0
 PD0190
 PD0190.Superseded values are not recommended for survey control.
 PD0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0190.See file dsdata.txt to determine how the superseded data were derived.
 PD0190
 PD0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK229785(NAD 83)
 PD0190_MARKER: DB = BENCH MARK DISK
 PD0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PD0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PD0190_STAMPING: E 75 1935
 PD0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0190+STABILITY: SURFACE MOTION
 PD0190
 PD0190  HISTORY     - Date     Condition        Report By
 PD0190  HISTORY     - 1935     MONUMENTED       CGS
 PD0190
 PD0190                          STATION DESCRIPTION
 PD0190
 PD0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PD0190'3.5 MI S FROM COOPERS CORNER.
 PD0190'3.5 MILES SOUTH ALONG STATE HIGHWAY 191 FROM COOPERS CORNER,
 PD0190'WASHINGTON COUNTY, 0.2 MILE SOUTH OF A ROAD JUNCTION, 0.2 MILE
 PD0190'NORTH OF THE COOPER 14 ED TOWN LINE, 40.5 FEET NORTHEAST OF THE
 PD0190'NORTHEAST CORNER OF A COTTAGE, IN THE NORTHEAST CORNER OF THE
 PD0190'COTTAGE YARD, AND 27 FEET WEST OF THE CENTER LINE OF THE HIGHWAY.
 PD0190'A STANDARD DISK, STAMPED E 75 1935 AND SET IN THE TOP OF A
 PD0190'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0388 ***********************************************************************
 PD0388  DESIGNATION -  E 76
 PD0388  PID         -  PD0388
 PD0388  STATE/COUNTY-  ME/WASHINGTON
 PD0388  USGS QUAD   -  ROUND LAKE (1990)
 PD0388
 PD0388                         *CURRENT SURVEY CONTROL
 PD0388  ___________________________________________________________________
 PD0388* NAD 83(1986)-  44 53 23.     (N)    067 37 24.     (W)     SCALED    
 PD0388* NAVD 88     -        60.344  (meters)     197.98   (feet)  ADJUSTED  
 PD0388  ___________________________________________________________________
 PD0388  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 PD0388  DYNAMIC HT  -          60.341 (meters)     197.97  (feet)  COMP
 PD0388  MODELED GRAV-     980,568.7   (mgal)                       NAVD 88
 PD0388
 PD0388  VERT ORDER  -  SECOND    CLASS 0
 PD0388
 PD0388.The horizontal coordinates were scaled from a topographic map and have
 PD0388.an estimated accuracy of +/- 6 seconds.
 PD0388
 PD0388.The orthometric height was determined by differential leveling
 PD0388.and adjusted by the National Geodetic Survey in June 1991..
 PD0388
 PD0388.The geoid height was determined by GEOID03.
 PD0388
 PD0388.The dynamic height is computed by dividing the NAVD 88
 PD0388.geopotential number by the normal gravity value computed on the
 PD0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0388.degrees latitude (g = 980.6199 gals.).
 PD0388
 PD0388.The modeled gravity was interpolated from observed gravity values.
 PD0388
 PD0388;                    North         East    Units  Estimated Accuracy
 PD0388;SPC ME E     -   136,260.      369,250.      MT  (+/- 180 meters Scaled)
 PD0388
 PD0388                          SUPERSEDED SURVEY CONTROL
 PD0388
 PD0388  NGVD 29 (??/??/92)   60.534  (m)          198.60   (f) ADJ UNCH    2 0
 PD0388
 PD0388.Superseded values are not recommended for survey control.
 PD0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0388.See file dsdata.txt to determine how the superseded data were derived.
 PD0388
 PD0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK087716(NAD 83)
 PD0388_MARKER: DB = BENCH MARK DISK
 PD0388_SETTING: 80 = SET IN A BOULDER
 PD0388_SP_SET: BOULDER
 PD0388_STAMPING: E 76 1935
 PD0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0388+STABILITY: SURFACE MOTION
 PD0388
 PD0388  HISTORY     - Date     Condition        Report By
 PD0388  HISTORY     - 1935     MONUMENTED       CGS
 PD0388  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 PD0388
 PD0388                          STATION DESCRIPTION
 PD0388
 PD0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PD0388'4.7 MI S FROM WESLEY.
 PD0388'4.7 MILES SOUTH ALONG STATE HIGHWAY 192 FROM THE JUNCTION OF
 PD0388'STATE HIGHWAY 9 AT WESLEY, WASHINGTON COUNTY, 1.2 MILES NORTH OF
 PD0388'THE NORTHFIELD-WESLEY TOWN LINE, 32 YARDS SOUTH OF A SHARP DIP
 PD0388'IN THE HIGHWAY, 22 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 PD0388'AND IN THE TOP OF A JAGGED GRANITE BOULDER.  A STANDARD DISK,
 PD0388'STAMPED E 76 1935.
 PD0388
 PD0388                          STATION RECOVERY (1986)
 PD0388
 PD0388'RECOVERY NOTE BY US POWER SQUADRON 1986 (LEP)
 PD0388'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0140 ***********************************************************************
 PE0140  DESIGNATION -  E 77
 PE0140  PID         -  PE0140
 PE0140  STATE/COUNTY-  ME/HANCOCK
 PE0140  USGS QUAD   -  BEECH HILL POND (1981)
 PE0140
 PE0140                         *CURRENT SURVEY CONTROL
 PE0140  ___________________________________________________________________
 PE0140* NAD 83(1986)-  44 38 45.     (N)    068 25 39.     (W)     SCALED    
 PE0140* NAVD 88     -        48.965  (meters)     160.65   (feet)  ADJUSTED  
 PE0140  ___________________________________________________________________
 PE0140  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 PE0140  DYNAMIC HT  -          48.962 (meters)     160.64  (feet)  COMP
 PE0140  MODELED GRAV-     980,561.9   (mgal)                       NAVD 88
 PE0140
 PE0140  VERT ORDER  -  SECOND    CLASS 0
 PE0140
 PE0140.The horizontal coordinates were scaled from a topographic map and have
 PE0140.an estimated accuracy of +/- 6 seconds.
 PE0140
 PE0140.The orthometric height was determined by differential leveling
 PE0140.and adjusted by the National Geodetic Survey in June 1991..
 PE0140
 PE0140.The geoid height was determined by GEOID03.
 PE0140
 PE0140.The dynamic height is computed by dividing the NAVD 88
 PE0140.geopotential number by the normal gravity value computed on the
 PE0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0140.degrees latitude (g = 980.6199 gals.).
 PE0140
 PE0140.The modeled gravity was interpolated from observed gravity values.
 PE0140
 PE0140;                    North         East    Units  Estimated Accuracy
 PE0140;SPC ME E     -   108,790.      305,750.      MT  (+/- 180 meters Scaled)
 PE0140
 PE0140                          SUPERSEDED SURVEY CONTROL
 PE0140
 PE0140  NGVD 29 (??/??/92)   49.154  (m)          161.27   (f) ADJ UNCH    2 0
 PE0140
 PE0140.Superseded values are not recommended for survey control.
 PE0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0140.See file dsdata.txt to determine how the superseded data were derived.
 PE0140
 PE0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK453437(NAD 83)
 PE0140_MARKER: DB = BENCH MARK DISK
 PE0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0140_STAMPING: E 77 1935
 PE0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0140+STABILITY: SURFACE MOTION
 PE0140
 PE0140  HISTORY     - Date     Condition        Report By
 PE0140  HISTORY     - 1935     MONUMENTED       CGS
 PE0140  HISTORY     - 1953     GOOD             NGS
 PE0140
 PE0140                          STATION DESCRIPTION
 PE0140
 PE0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 PE0140'5.4 MI S FROM OTIS.
 PE0140'5.35 MILES SOUTH ALONG STATE HIGHWAY 180 FROM THE CROSSROADS
 PE0140'AT OTIS, ABOUT 1.6 MILES NORTH OF BRIDGE OVER LAKE GREEN OUTLET,
 PE0140'ABOUT 87 YARDS SOUTH OF THE JUNCTION OF A DRIVE EAST TO A 2-STORY
 PE0140'TAN AND BROWN FARM HOUSE AND BARN COMBINATION, 26 FEET WEST OF
 PE0140'CENTER LINE OF HIGHWAY, 6 FEET NORTHWEST OF POWER POLE NO. 1508,
 PE0140'60 FEET SOUTHWEST AND ACROSS HIGHWAY FROM THE SOUTHWEST CORNER OF
 PE0140'A GARAGE, 36 1/2 FEET NORTH OF SOUTHWEST END OF AN 18-INCH SKEW
 PE0140'PIPE CULVERT UNDER HIGHWAY, ABOUT 1 FOOT ABOVE LEVEL OF HIGHWAY
 PE0140'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0211 ***********************************************************************
 QG0211  DESIGNATION -  E 78
 QG0211  PID         -  QG0211
 QG0211  STATE/COUNTY-  ME/PENOBSCOT
 QG0211  USGS QUAD   -  SPRINGFIELD (1988)
 QG0211
 QG0211                         *CURRENT SURVEY CONTROL
 QG0211  ___________________________________________________________________
 QG0211* NAD 83(1986)-  45 23 08.     (N)    068 12 25.     (W)     SCALED    
 QG0211* NAVD 88     -       107.532  (meters)     352.79   (feet)  ADJUSTED  
 QG0211  ___________________________________________________________________
 QG0211  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 QG0211  DYNAMIC HT  -         107.533 (meters)     352.80  (feet)  COMP
 QG0211  MODELED GRAV-     980,624.8   (mgal)                       NAVD 88
 QG0211
 QG0211  VERT ORDER  -  SECOND    CLASS 0
 QG0211
 QG0211.The horizontal coordinates were scaled from a topographic map and have
 QG0211.an estimated accuracy of +/- 6 seconds.
 QG0211
 QG0211.The orthometric height was determined by differential leveling
 QG0211.and adjusted by the National Geodetic Survey in June 1991..
 QG0211
 QG0211.The geoid height was determined by GEOID03.
 QG0211
 QG0211.The dynamic height is computed by dividing the NAVD 88
 QG0211.geopotential number by the normal gravity value computed on the
 QG0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0211.degrees latitude (g = 980.6199 gals.).
 QG0211
 QG0211.The modeled gravity was interpolated from observed gravity values.
 QG0211
 QG0211;                    North         East    Units  Estimated Accuracy
 QG0211;SPC ME E     -   191,030.      322,950.      MT  (+/- 180 meters Scaled)
 QG0211
 QG0211                          SUPERSEDED SURVEY CONTROL
 QG0211
 QG0211  NGVD 29 (??/??/92)  107.736  (m)          353.46   (f) ADJ UNCH    2 0
 QG0211
 QG0211.Superseded values are not recommended for survey control.
 QG0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0211.See file dsdata.txt to determine how the superseded data were derived.
 QG0211
 QG0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL620260(NAD 83)
 QG0211_MARKER: DB = BENCH MARK DISK
 QG0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0211_STAMPING: E 78 1935
 QG0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0211+STABILITY: SURFACE MOTION
 QG0211
 QG0211  HISTORY     - Date     Condition        Report By
 QG0211  HISTORY     - 1935     MONUMENTED       CGS
 QG0211  HISTORY     - 1942     GOOD             NGS
 QG0211  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QG0211
 QG0211                          STATION DESCRIPTION
 QG0211
 QG0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QG0211'3.5 MI W FROM SPRINGFIELD.
 QG0211'3.5 MILES WEST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE AT
 QG0211'SPRINGFIELD, PENOBSCOT COUNTY, 1.1 MILES EAST OF THE LEE-SPRINGFIELD
 QG0211'TOWN LINE, AT THE WEST END OF A SMALL CUT, 150 FEET WEST OF THE
 QG0211'WEST EDGE OF A GRAVEL PIT, 34 FEET SOUTH OF THE CENTER LINE OF THE
 QG0211'HIGHWAY, 3 FEET EAST OF A WHITE WOODEN WITNESS POST, AND LEVEL
 QG0211'WITH THE HIGHWAY.  A STANDARD DISK, STAMPED E 78 1935 AND SET IN THE
 QG0211'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 QG0211
 QG0211                          STATION RECOVERY (1942)
 QG0211
 QG0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 QG0211'RECOVERED IN GOOD CONDITION.
 QG0211
 QG0211                          STATION RECOVERY (1985)
 QG0211
 QG0211'RECOVERY NOTE BY US POWER SQUADRON 1985 (WRM)
 QG0211'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0027 ***********************************************************************
 PE0027  DESIGNATION -  E 8
 PE0027  PID         -  PE0027
 PE0027  STATE/COUNTY-  ME/HANCOCK
 PE0027  USGS QUAD   -  ELLSWORTH (1981)
 PE0027
 PE0027                         *CURRENT SURVEY CONTROL
 PE0027  ___________________________________________________________________
 PE0027* NAD 83(1986)-  44 32 38.     (N)    068 25 06.     (W)     SCALED    
 PE0027* NAVD 88     -        34.085  (meters)     111.83   (feet)  ADJUSTED  
 PE0027  ___________________________________________________________________
 PE0027  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 PE0027  DYNAMIC HT  -          34.083 (meters)     111.82  (feet)  COMP
 PE0027  MODELED GRAV-     980,566.7   (mgal)                       NAVD 88
 PE0027
 PE0027  VERT ORDER  -  FIRST     CLASS I
 PE0027
 PE0027.The horizontal coordinates were scaled from a topographic map and have
 PE0027.an estimated accuracy of +/- 6 seconds.
 PE0027
 PE0027.The orthometric height was determined by differential leveling
 PE0027.and adjusted by the National Geodetic Survey in June 1991..
 PE0027.WARNING-Repeat measurements at this control monument indicate possible
 PE0027.vertical movement.
 PE0027
 PE0027.The geoid height was determined by GEOID03.
 PE0027
 PE0027.The dynamic height is computed by dividing the NAVD 88
 PE0027.geopotential number by the normal gravity value computed on the
 PE0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0027.degrees latitude (g = 980.6199 gals.).
 PE0027
 PE0027.The modeled gravity was interpolated from observed gravity values.
 PE0027
 PE0027;                    North         East    Units  Estimated Accuracy
 PE0027;SPC ME E     -    97,470.      306,490.      MT  (+/- 180 meters Scaled)
 PE0027
 PE0027                          SUPERSEDED SURVEY CONTROL
 PE0027
 PE0027  NGVD 29 (??/??/92)   34.276  (m)          112.45   (f) ADJ UNCH    1 1
 PE0027
 PE0027.Superseded values are not recommended for survey control.
 PE0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0027.See file dsdata.txt to determine how the superseded data were derived.
 PE0027
 PE0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK462324(NAD 83)
 PE0027_MARKER: DB = BENCH MARK DISK
 PE0027_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE0027_SP_SET: BUILDING
 PE0027_STAMPING: E 8 1927 112.510
 PE0027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0027
 PE0027  HISTORY     - Date     Condition        Report By
 PE0027  HISTORY     - 1927     MONUMENTED       CGS
 PE0027  HISTORY     - 1966     GOOD             NGS
 PE0027  HISTORY     - 1978     GOOD             DMA
 PE0027  HISTORY     - 1985     GOOD             USPSQD
 PE0027  HISTORY     - 1985     GOOD             USPSQD
 PE0027  HISTORY     - 1989     POOR             USPSQD
 PE0027
 PE0027                          STATION DESCRIPTION
 PE0027
 PE0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0027'AT ELLSWORTH.
 PE0027'AT ELLSWORTH, ALONG THE MAINE CENTRAL RAILROAD, 11 1/2 RAILS
 PE0027'NORTH OF THE NORTH END OF THE OLD BRICK STATION PRESENTLY
 PE0027'HOUSING THE BANGOR HYDRO ELECTRIC CO., 4 1/2 RAILS SOUTH OF
 PE0027'MILEPOST P166/C104, 65 FEET NORTHWEST OF THE CENTER OF THE
 PE0027'CROSSING OF MAIN STREET, SET VERTICALLY IN THE EAST FACE OF THE
 PE0027'SOUTHEAST CORNER OF THE THREE-STORIED BRICK BUILDING HOUSING
 PE0027'THE HANCOCK COUNTY COLD STORAGE, 52.0 FEET NORTH OF THE CENTER
 PE0027'LINE OF MAIN STREET, 40.4 FEET WEST OF THE WEST RAIL, AND ABOUT
 PE0027'LEVEL WITH THE TRACK.
 PE0027
 PE0027                          STATION RECOVERY (1978)
 PE0027
 PE0027'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PE0027'RECOVERED IN GOOD CONDITION.
 PE0027
 PE0027                          STATION RECOVERY (1985)
 PE0027
 PE0027'RECOVERY NOTE BY US POWER SQUADRON 1985
 PE0027'RECOVERED IN GOOD CONDITION.
 PE0027
 PE0027                          STATION RECOVERY (1985)
 PE0027
 PE0027'RECOVERY NOTE BY US POWER SQUADRON 1985
 PE0027'RECOVERED IN GOOD CONDITION.
 PE0027
 PE0027                          STATION RECOVERY (1989)
 PE0027
 PE0027'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELG)
 PE0027'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0552 ***********************************************************************
 QG0552  DESIGNATION -  E 80
 QG0552  PID         -  QG0552
 QG0552  STATE/COUNTY-  ME/PISCATAQUIS
 QG0552  USGS QUAD   -  NORCROSS (1988)
 QG0552
 QG0552                         *CURRENT SURVEY CONTROL
 QG0552  ___________________________________________________________________
 QG0552* NAD 83(1986)-  45 41 26.     (N)    068 47 05.     (W)     SCALED    
 QG0552* NAVD 88     -       178.504  (meters)     585.64   (feet)  ADJUSTED  
 QG0552  ___________________________________________________________________
 QG0552  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 QG0552  DYNAMIC HT  -         178.507 (meters)     585.65  (feet)  COMP
 QG0552  MODELED GRAV-     980,628.9   (mgal)                       NAVD 88
 QG0552
 QG0552  VERT ORDER  -  SECOND    CLASS 0
 QG0552
 QG0552.The horizontal coordinates were scaled from a topographic map and have
 QG0552.an estimated accuracy of +/- 6 seconds.
 QG0552
 QG0552.The orthometric height was determined by differential leveling
 QG0552.and adjusted by the National Geodetic Survey in June 1991..
 QG0552
 QG0552.The geoid height was determined by GEOID03.
 QG0552
 QG0552.The dynamic height is computed by dividing the NAVD 88
 QG0552.geopotential number by the normal gravity value computed on the
 QG0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0552.degrees latitude (g = 980.6199 gals.).
 QG0552
 QG0552.The modeled gravity was interpolated from observed gravity values.
 QG0552
 QG0552;                    North         East    Units  Estimated Accuracy
 QG0552;SPC ME E     -   224,920.      277,820.      MT  (+/- 180 meters Scaled)
 QG0552
 QG0552                          SUPERSEDED SURVEY CONTROL
 QG0552
 QG0552  NGVD 29 (??/??/92)  178.669  (m)          586.18   (f) ADJ UNCH    2 0
 QG0552
 QG0552.Superseded values are not recommended for survey control.
 QG0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0552.See file dsdata.txt to determine how the superseded data were derived.
 QG0552
 QG0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL167596(NAD 83)
 QG0552_MARKER: DB = BENCH MARK DISK
 QG0552_SETTING: 66 = SET IN ROCK OUTCROP
 QG0552_SP_SET: ROCK OUTCROP
 QG0552_STAMPING: E 80 1942
 QG0552_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0552+STABILITY: POSITION/ELEVATION WELL
 QG0552
 QG0552  HISTORY     - Date     Condition        Report By
 QG0552  HISTORY     - 1942     MONUMENTED       CGS
 QG0552  HISTORY     - 19841001 MARK NOT FOUND   USPSQD
 QG0552
 QG0552                          STATION DESCRIPTION
 QG0552
 QG0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0552'4.1 7I NW FROM MILLINOCKET.
 QG0552'4.1 MILES NORTHWEST ALONG THE BAXTER STATE PARK ROAD FROM THE
 QG0552'BANGOR AND AROOSTOOK RAILROAD STATION AT MILLINOCKET, PENOBSCOT
 QG0552'COUNTY, 0.1 MILE NORTH OF A BORROW PIT ON THE WEST SIDE OF THE
 QG0552'ROAD, 0.1 MILE SOUTH OF A SMALL CURVE, 26.5 FEET EAST OF THE
 QG0552'CENTER LINE OF THE ROAD, IN THE TOP OF THE NORTH END OF A GRAY
 QG0552'ROCK OUTCROP, AND ABOUT 2 FEET HIGHER THAN THE ROAD.  A STANDARD
 QG0552'DISK, STAMPED E 80 1942.
 QG0552
 QG0552                          STATION RECOVERY (1984)
 QG0552
 QG0552'RECOVERY NOTE BY US POWER SQUADRON 1984 (BRP)
 QG0552'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0681 ***********************************************************************
 QG0681  DESIGNATION -  E 81
 QG0681  PID         -  QG0681
 QG0681  STATE/COUNTY-  ME/PISCATAQUIS
 QG0681  USGS QUAD   -  DOUBLETOP MTN (1988)
 QG0681
 QG0681                         *CURRENT SURVEY CONTROL
 QG0681  ___________________________________________________________________
 QG0681* NAD 83(1986)-  45 54 28.     (N)    069 02 15.     (W)     SCALED    
 QG0681* NAVD 88     -       332.993  (meters)    1092.49   (feet)  ADJUSTED  
 QG0681  ___________________________________________________________________
 QG0681  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 QG0681  DYNAMIC HT  -         332.993 (meters)    1092.49  (feet)  COMP
 QG0681  MODELED GRAV-     980,604.4   (mgal)                       NAVD 88
 QG0681
 QG0681  VERT ORDER  -  SECOND    CLASS 0
 QG0681
 QG0681.The horizontal coordinates were scaled from a topographic map and have
 QG0681.an estimated accuracy of +/- 6 seconds.
 QG0681
 QG0681.The orthometric height was determined by differential leveling
 QG0681.and adjusted by the National Geodetic Survey in June 1991..
 QG0681
 QG0681.The geoid height was determined by GEOID03.
 QG0681
 QG0681.The dynamic height is computed by dividing the NAVD 88
 QG0681.geopotential number by the normal gravity value computed on the
 QG0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0681.degrees latitude (g = 980.6199 gals.).
 QG0681
 QG0681.The modeled gravity was interpolated from observed gravity values.
 QG0681
 QG0681;                    North         East    Units  Estimated Accuracy
 QG0681;SPC ME E     -   249,170.      258,300.      MT  (+/- 180 meters Scaled)
 QG0681
 QG0681                          SUPERSEDED SURVEY CONTROL
 QG0681
 QG0681  NGVD 29 (??/??/92)  333.148  (m)         1093.00   (f) ADJ UNCH    2 0
 QG0681
 QG0681.Superseded values are not recommended for survey control.
 QG0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0681.See file dsdata.txt to determine how the superseded data were derived.
 QG0681
 QG0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL970838(NAD 83)
 QG0681_MARKER: DB = BENCH MARK DISK
 QG0681_SETTING: 80 = SET IN A BOULDER
 QG0681_SP_SET: BOULDER
 QG0681_STAMPING: E 81 1942
 QG0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0681+STABILITY: SURFACE MOTION
 QG0681
 QG0681  HISTORY     - Date     Condition        Report By
 QG0681  HISTORY     - 1942     MONUMENTED       CGS
 QG0681
 QG0681                          STATION DESCRIPTION
 QG0681
 QG0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0681'27.2 MI NW FROM MILLINOCKET.
 QG0681'IN PISCATAQUIS COUNTY, 27.2 MILES NORTHWEST ALONG THE BAXTER
 QG0681'STATE PARK ROAD FROM THE BANGOR AND AROOSTOOK RAILROAD STATION
 QG0681'AT MILLINOCKET, PENOBSCOT COUNTY, 3.0 MILES NORTHWEST OF THE
 QG0681'KATAHDIN STREAM RANGER STATION, 0.2 MILE NORTHWEST OF THE
 QG0681'JUNCTION OF THE ROAD LEADING TO THE KIDNEY POND CAMPS, 60 FEET
 QG0681'NORTHWEST OF A GROUP OF BOULDERS ON THE SOUTHWEST SIDE OF THE
 QG0681'ROAD, 8 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, IN THE
 QG0681'TOP OF THE WEST EDGE OF A 5- BY 7-FOOT GRANITE BOULDER, ABOUT
 QG0681'3 FEET HIGHER THAN THE ROAD, AND 0.8 FOOT BELOW THE TOP OF THE
 QG0681'BOULDER.  A STANDARD DISK, STAMPED E 81 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0558 ***********************************************************************
 QG0558  DESIGNATION -  E 82
 QG0558  PID         -  QG0558
 QG0558  STATE/COUNTY-  ME/PENOBSCOT
 QG0558  USGS QUAD   -  MILLINOCKET (1988)
 QG0558
 QG0558                         *CURRENT SURVEY CONTROL
 QG0558  ___________________________________________________________________
 QG0558* NAD 83(1986)-  45 39 29.     (N)    068 42 46.     (W)     SCALED    
 QG0558* NAVD 88     -       117.804  (meters)     386.50   (feet)  ADJUSTED  
 QG0558  ___________________________________________________________________
 QG0558  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 QG0558  DYNAMIC HT  -         117.807 (meters)     386.51  (feet)  COMP
 QG0558  MODELED GRAV-     980,643.0   (mgal)                       NAVD 88
 QG0558
 QG0558  VERT ORDER  -  SECOND    CLASS 0
 QG0558
 QG0558.The horizontal coordinates were scaled from a topographic map and have
 QG0558.an estimated accuracy of +/- 6 seconds.
 QG0558
 QG0558.The orthometric height was determined by differential leveling
 QG0558.and adjusted by the National Geodetic Survey in June 1991..
 QG0558
 QG0558.The geoid height was determined by GEOID03.
 QG0558
 QG0558.The dynamic height is computed by dividing the NAVD 88
 QG0558.geopotential number by the normal gravity value computed on the
 QG0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0558.degrees latitude (g = 980.6199 gals.).
 QG0558
 QG0558.The modeled gravity was interpolated from observed gravity values.
 QG0558
 QG0558;                    North         East    Units  Estimated Accuracy
 QG0558;SPC ME E     -   221,290.      283,420.      MT  (+/- 180 meters Scaled)
 QG0558
 QG0558                          SUPERSEDED SURVEY CONTROL
 QG0558
 QG0558  NGVD 29 (??/??/92)  117.972  (m)          387.05   (f) ADJ UNCH    2 0
 QG0558
 QG0558.Superseded values are not recommended for survey control.
 QG0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0558.See file dsdata.txt to determine how the superseded data were derived.
 QG0558
 QG0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL223560(NAD 83)
 QG0558_MARKER: DB = BENCH MARK DISK
 QG0558_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QG0558_SP_SET: BUILDING
 QG0558_STAMPING: E 82 1942
 QG0558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG0558_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QG0558+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2006
 QG0558
 QG0558  HISTORY     - Date     Condition        Report By
 QG0558  HISTORY     - 1942     MONUMENTED       CGS
 QG0558  HISTORY     - 20060519 GOOD             USPSQD
 QG0558
 QG0558                          STATION DESCRIPTION
 QG0558
 QG0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0558'AT MILLINOCKET.
 QG0558'AT MILLINOCKET, PENOBSCOT COUNTY, AT THE GEORGE W. STEARNS
 QG0558'HIGH SCHOOL, IN THE WEST FACE OF THE BUILDING, 26.5 FEET SOUTH
 QG0558'OF THE CENTER OF THE MAIN ENTRANCE, AND 3.3 FEET ABOVE THE
 QG0558'GROUND.  A STANDARD DISK, STAMPED E 82 1942 AND SET VERTICALLY.
 QG0558
 QG0558                          STATION RECOVERY (2006)
 QG0558
 QG0558'RECOVERY NOTE BY US POWER SQUADRON 2006 (AMW)
 QG0558'THE LOCATION IS NOW CALLED THE STEARNS SENIOR CENTER. IT IS ON KATADIN
 QG0558'STREET OPPOSITE THE CONGREGATIONAL CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0007 ***********************************************************************
 QG0007  DESIGNATION -  E 83
 QG0007  PID         -  QG0007
 QG0007  STATE/COUNTY-  ME/PENOBSCOT
 QG0007  USGS QUAD   -  MATTAWAMKEAG (1988)
 QG0007
 QG0007                         *CURRENT SURVEY CONTROL
 QG0007  ___________________________________________________________________
 QG0007* NAD 83(1986)-  45 32 04.     (N)    068 16 18.     (W)     SCALED    
 QG0007* NAVD 88     -        97.652  (meters)     320.38   (feet)  ADJUSTED  
 QG0007  ___________________________________________________________________
 QG0007  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 QG0007  DYNAMIC HT  -          97.653 (meters)     320.38  (feet)  COMP
 QG0007  MODELED GRAV-     980,628.5   (mgal)                       NAVD 88
 QG0007
 QG0007  VERT ORDER  -  FIRST     CLASS II
 QG0007
 QG0007.The horizontal coordinates were scaled from a topographic map and have
 QG0007.an estimated accuracy of +/- 6 seconds.
 QG0007
 QG0007.The orthometric height was determined by differential leveling
 QG0007.and adjusted by the National Geodetic Survey in June 1991..
 QG0007
 QG0007.The geoid height was determined by GEOID03.
 QG0007
 QG0007.The dynamic height is computed by dividing the NAVD 88
 QG0007.geopotential number by the normal gravity value computed on the
 QG0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0007.degrees latitude (g = 980.6199 gals.).
 QG0007
 QG0007.The modeled gravity was interpolated from observed gravity values.
 QG0007
 QG0007;                    North         East    Units  Estimated Accuracy
 QG0007;SPC ME E     -   207,560.      317,830.      MT  (+/- 180 meters Scaled)
 QG0007
 QG0007                          SUPERSEDED SURVEY CONTROL
 QG0007
 QG0007  NGVD 29 (??/??/92)   97.829  (m)          320.96   (f) ADJ UNCH    1 2
 QG0007
 QG0007.Superseded values are not recommended for survey control.
 QG0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0007.See file dsdata.txt to determine how the superseded data were derived.
 QG0007
 QG0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL568425(NAD 83)
 QG0007_MARKER: DB = BENCH MARK DISK
 QG0007_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QG0007_SP_SET: CULVERT
 QG0007_STAMPING: E 83 1942
 QG0007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG0007
 QG0007  HISTORY     - Date     Condition        Report By
 QG0007  HISTORY     - 1942     MONUMENTED       CGS
 QG0007
 QG0007                          STATION DESCRIPTION
 QG0007
 QG0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0007'3.9 MI W FROM KINGMAN.
 QG0007'BENCH MARK IS ABOUT 3.9 MILES WESTERLY ALONG THE MAINE CENTRAL
 QG0007'RAILROAD FROM THE STATION AT KINGMAN, ABOUT 144.0 FEET EAST OF
 QG0007'MILE POST NUMBER 199, 17.6 FEET SOUTH OF AND ABOUT 5.0 FEET BELOW
 QG0007'THE CENTERLINE OF THE RAILROAD, AND SET HORIZONTALLY IN TOP OF THE
 QG0007'WEST END OF THE SOUTH HEADWALL OF A 4.0 FOOT BY 6.0 FOOT CONCRETE
 QG0007'BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0364 ***********************************************************************
 QG0364  DESIGNATION -  E 84
 QG0364  PID         -  QG0364
 QG0364  STATE/COUNTY-  ME/PENOBSCOT
 QG0364  USGS QUAD   -  GREENBUSH (1988)
 QG0364
 QG0364                         *CURRENT SURVEY CONTROL
 QG0364  ___________________________________________________________________
 QG0364* NAD 83(1986)-  45 03 05.     (N)    068 44 52.     (W)     SCALED    
 QG0364* NAVD 88     -        65.958  (meters)     216.40   (feet)  ADJUSTED  
 QG0364  ___________________________________________________________________
 QG0364  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 QG0364  DYNAMIC HT  -          65.957 (meters)     216.39  (feet)  COMP
 QG0364  MODELED GRAV-     980,606.6   (mgal)                       NAVD 88
 QG0364
 QG0364  VERT ORDER  -  SECOND    CLASS 0
 QG0364
 QG0364.The horizontal coordinates were scaled from a topographic map and have
 QG0364.an estimated accuracy of +/- 6 seconds.
 QG0364
 QG0364.The orthometric height was determined by differential leveling
 QG0364.and adjusted by the National Geodetic Survey in June 1991..
 QG0364
 QG0364.The geoid height was determined by GEOID03.
 QG0364
 QG0364.The dynamic height is computed by dividing the NAVD 88
 QG0364.geopotential number by the normal gravity value computed on the
 QG0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0364.degrees latitude (g = 980.6199 gals.).
 QG0364
 QG0364.The modeled gravity was interpolated from observed gravity values.
 QG0364
 QG0364;                    North         East    Units  Estimated Accuracy
 QG0364;SPC ME E     -   153,880.      280,480.      MT  (+/- 180 meters Scaled)
 QG0364
 QG0364                          SUPERSEDED SURVEY CONTROL
 QG0364
 QG0364  NGVD 29 (??/??/92)   66.145  (m)          217.01   (f) ADJ UNCH    2 0
 QG0364
 QG0364.Superseded values are not recommended for survey control.
 QG0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0364.See file dsdata.txt to determine how the superseded data were derived.
 QG0364
 QG0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK198886(NAD 83)
 QG0364_MARKER: DB = BENCH MARK DISK
 QG0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0364_STAMPING: E 84 1942
 QG0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0364+STABILITY: SURFACE MOTION
 QG0364
 QG0364  HISTORY     - Date     Condition        Report By
 QG0364  HISTORY     - 1942     MONUMENTED       CGS
 QG0364
 QG0364                          STATION DESCRIPTION
 QG0364
 QG0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0364'5.6 MI SE FROM SOUTH LAGRANGE.
 QG0364'5.6 MILES SOUTHEAST ALONG STATE HIGHWAY 155 FROM THE BANGOR AND
 QG0364'AROOSTOOK RAILROAD STATION AT SOUTH LAGRANGE, PENOBSCOT COUNTY,
 QG0364'ABOUT 0.1 MILE NORTHWEST OF A SHARP CURVE IN THE HIGHWAY, 33
 QG0364'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 3 FEET SOUTH
 QG0364'OF A WHITE WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE HIGHWAY.
 QG0364'A STANDARD DISK, STAMPED E 84 1942 AND SET IN THE TOP OF A CONCRETE
 QG0364'POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0952 ***********************************************************************
 QG0952  DESIGNATION -  E 85
 QG0952  PID         -  QG0952
 QG0952  STATE/COUNTY-  ME/PISCATAQUIS
 QG0952  USGS QUAD   -  LILY BAY (1989)
 QG0952
 QG0952                         *CURRENT SURVEY CONTROL
 QG0952  ___________________________________________________________________
 QG0952* NAD 83(1986)-  45 30 52.     (N)    069 33 34.     (W)     SCALED    
 QG0952* NAVD 88     -       342.557  (meters)    1123.87   (feet)  ADJUSTED  
 QG0952  ___________________________________________________________________
 QG0952  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 QG0952  DYNAMIC HT  -         342.549 (meters)    1123.85  (feet)  COMP
 QG0952  MODELED GRAV-     980,580.5   (mgal)                       NAVD 88
 QG0952
 QG0952  VERT ORDER  -  SECOND    CLASS 0
 QG0952
 QG0952.The horizontal coordinates were scaled from a topographic map and have
 QG0952.an estimated accuracy of +/- 6 seconds.
 QG0952
 QG0952.The orthometric height was determined by differential leveling
 QG0952.and adjusted by the National Geodetic Survey in June 1991..
 QG0952
 QG0952.The geoid height was determined by GEOID03.
 QG0952
 QG0952.The dynamic height is computed by dividing the NAVD 88
 QG0952.geopotential number by the normal gravity value computed on the
 QG0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0952.degrees latitude (g = 980.6199 gals.).
 QG0952
 QG0952.The modeled gravity was interpolated from observed gravity values.
 QG0952
 QG0952;                    North         East    Units  Estimated Accuracy
 QG0952;SPC ME E     -   205,860.      217,230.      MT  (+/- 180 meters Scaled)
 QG0952
 QG0952                          SUPERSEDED SURVEY CONTROL
 QG0952
 QG0952  NGVD 29 (??/??/92)  342.722  (m)         1124.41   (f) ADJ UNCH    2 0
 QG0952
 QG0952.Superseded values are not recommended for survey control.
 QG0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0952.See file dsdata.txt to determine how the superseded data were derived.
 QG0952
 QG0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL563402(NAD 83)
 QG0952_MARKER: DB = BENCH MARK DISK
 QG0952_SETTING: 80 = SET IN A BOULDER
 QG0952_SP_SET: BOULDER
 QG0952_STAMPING: E 85 1942
 QG0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0952+STABILITY: SURFACE MOTION
 QG0952
 QG0952  HISTORY     - Date     Condition        Report By
 QG0952  HISTORY     - 1942     MONUMENTED       CGS
 QG0952
 QG0952                          STATION DESCRIPTION
 QG0952
 QG0952'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0952'4.1 MI N FROM GREENVILLE.
 QG0952'4.1 MILES NORTH ALONG A COUNTY ROAD FROM THE TOWNHALL AT
 QG0952'GREENVILLE, PISCATAQUIS COUNTY, AT A CURVE, 100 FEET NORTH OF
 QG0952'AN OLD LOG ROAD, 90 FEET SOUTHWEST ACORSS THE ROAD FROM POLE
 QG0952'172, 42 FEET WEST OF THE CENTER LINE OF THE ROAD, IN THE TOP
 QG0952'OF A 10- BY 16-FOOT BOULDER PROJECTING 3 FEET ABOVE THE GROUND,
 QG0952'0.5 FOOT SOUTH OF THE NORTH END OF THE BOULDER, AND LEVEL WITH
 QG0952'THE ROAD.  A STANDARD DISK, STAMPED E 85 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0953 ***********************************************************************
 QG0953  DESIGNATION -  E 85 RESET 1961
 QG0953  PID         -  QG0953
 QG0953  STATE/COUNTY-  ME/PISCATAQUIS
 QG0953  USGS QUAD   -  LILY BAY (1989)
 QG0953
 QG0953                         *CURRENT SURVEY CONTROL
 QG0953  ___________________________________________________________________
 QG0953* NAD 83(1986)-  45 30 52.     (N)    069 33 34.     (W)     SCALED    
 QG0953* NAVD 88     -       343.19   (meters)    1125.9    (feet)  RESET     
 QG0953  ___________________________________________________________________
 QG0953  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 QG0953
 QG0953  VERT ORDER  -  THIRD
 QG0953
 QG0953.The horizontal coordinates were scaled from a topographic map and have
 QG0953.an estimated accuracy of +/- 6 seconds.
 QG0953
 QG0953.The orthometric height was computed from unverified reset data.
 QG0953
 QG0953.The geoid height was determined by GEOID03.
 QG0953
 QG0953;                    North         East    Units  Estimated Accuracy
 QG0953;SPC ME E     -   205,860.      217,230.      MT  (+/- 180 meters Scaled)
 QG0953
 QG0953                          SUPERSEDED SURVEY CONTROL
 QG0953
 QG0953  NGVD 29 (??/??/??)  343.36   (m)         1126.5    (f) RESET       3  
 QG0953
 QG0953.Superseded values are not recommended for survey control.
 QG0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0953.See file dsdata.txt to determine how the superseded data were derived.
 QG0953
 QG0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL563402(NAD 83)
 QG0953_MARKER: DB = BENCH MARK DISK
 QG0953_SETTING: 80 = SET IN A BOULDER
 QG0953_SP_SET: BOULDER
 QG0953_STAMPING: E 85 RESET 1961
 QG0953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0953+STABILITY: SURFACE MOTION
 QG0953
 QG0953  HISTORY     - Date     Condition        Report By
 QG0953  HISTORY     - 1961     MONUMENTED       MEHD
 QG0953
 QG0953                          STATION DESCRIPTION
 QG0953
 QG0953'DESCRIBED BY MAINE HIGHWAY DEPARTMENT (NOW MEDT) 1961
 QG0953'4.1 MI N FROM GREENVILLE.
 QG0953'4.1 MILES NORTH ALONG A COUNTY ROAD FROM THE TOWN HALL AT
 QG0953'GREENVILLE, PISCATAQUIS COUNTY, AT A CURVE, ABOUT 50 FEET
 QG0953'NORTH OF AN OLD LOG ROAD, ABOUT 60 FEET SOUTHWEST ACROSS THE
 QG0953'ROAD FROM POLE E/16 10/50 35 FEET WEST OF THE CENTERLINE OF
 QG0953'THE ROAD, AND SET IN THE TOP OF A 8 BY 10-FOOT BOULDER PROJECTING
 QG0953'ABOUT 3 FEET ABOVE GROUND, AND 1.0 FOOT WEST OF THE EAST
 QG0953'END OF THE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0647 ***********************************************************************
 QG0647  DESIGNATION -  E 86
 QG0647  PID         -  QG0647
 QG0647  STATE/COUNTY-  ME/PISCATAQUIS
 QG0647  USGS QUAD   -  CARIBOU LAKE SOUTH (1988)
 QG0647
 QG0647                         *CURRENT SURVEY CONTROL
 QG0647  ___________________________________________________________________
 QG0647* NAD 83(1996)-  45 46 25.10692(N)    069 20 22.80632(W)     ADJUSTED  
 QG0647* NAVD 88     -       368.053  (meters)    1207.52   (feet)  ADJUSTED  
 QG0647  ___________________________________________________________________
 QG0647  LAPLACE CORR-           3.04  (seconds)                    DEFLEC99
 QG0647  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 QG0647  DYNAMIC HT  -         368.050 (meters)    1207.51  (feet)  COMP
 QG0647  MODELED GRAV-     980,597.4   (mgal)                       NAVD 88
 QG0647
 QG0647  HORZ ORDER  -  SECOND
 QG0647  VERT ORDER  -  SECOND    CLASS 0
 QG0647
 QG0647.The horizontal coordinates were established by classical geodetic methods
 QG0647.and adjusted by the National Geodetic Survey in March 1998..
 QG0647
 QG0647.The orthometric height was determined by differential leveling
 QG0647.and adjusted by the National Geodetic Survey in June 1991..
 QG0647
 QG0647.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG0647
 QG0647.The geoid height was determined by GEOID03.
 QG0647
 QG0647.The dynamic height is computed by dividing the NAVD 88
 QG0647.geopotential number by the normal gravity value computed on the
 QG0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0647.degrees latitude (g = 980.6199 gals.).
 QG0647
 QG0647.The modeled gravity was interpolated from observed gravity values.
 QG0647
 QG0647;                    North         East     Units Scale Factor Converg.
 QG0647;SPC ME E     -   234,459.749   234,698.380   MT  0.99995241   -0 36 06.2
 QG0647;UTM  19      - 5,068,954.028   473,591.647   MT  0.99960857   -0 14 36.3
 QG0647
 QG0647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG0647!SPC ME E     -   0.99994611  x   0.99995241  =   0.99989852
 QG0647!UTM  19      -   0.99994611  x   0.99960857  =   0.99955470
 QG0647
 QG0647                          SUPERSEDED SURVEY CONTROL
 QG0647
 QG0647  NAD 83(1992)-  45 46 25.10590(N)    069 20 22.79920(W) AD(       ) 2
 QG0647  NAD 83(1986)-  45 46 25.10989(N)    069 20 22.81162(W) AD(       ) 2
 QG0647  NAD 27      -  45 46 24.96100(N)    069 20 24.61300(W) AD(       ) 2
 QG0647  NGVD 29 (??/??/92)  368.204  (m)         1208.02   (f) ADJ UNCH    2 0
 QG0647
 QG0647.Superseded values are not recommended for survey control.
 QG0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0647.See file dsdata.txt to determine how the superseded data were derived.
 QG0647
 QG0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL7359268954(NAD 83)
 QG0647_MARKER: DB = BENCH MARK DISK
 QG0647_SETTING: 80 = SET IN A BOULDER
 QG0647_SP_SET: BOULDER
 QG0647_STAMPING: E 86 1942
 QG0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0647+STABILITY: SURFACE MOTION
 QG0647
 QG0647  HISTORY     - Date     Condition        Report By
 QG0647  HISTORY     - 1955     MONUMENTED       CGS
 QG0647  HISTORY     - 1953     GOOD             NGS
 QG0647
 QG0647                          STATION DESCRIPTION
 QG0647
 QG0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 QG0647'B.M. E86 IS A STANDARD BENCH MARK DISK STAMPED E86 1942 SET IN
 QG0647'A DRILL HOLE IN A LARGE BOULDER WHICH PROJECTS ABOUT 18 INCHES
 QG0647'ABOVE THE GROUND.  IT IS 25 FEET EAST OF THE CENTER LINE OF
 QG0647'THE GRAVELED ROAD.
 QG0647'
 QG0647'TO REACH THE STATION FROM THE POST OFFICE IN KOKADJO, GO
 QG0647'EASTERLY ON THE GRAVELED ROAD WHICH LEADS TO RIPOGENUS DAM FOR
 QG0647'0.3 MILE.  TAKE THE LEFT FORK AND FOLLOW THE MAIN TRAVELED ROAD
 QG0647'NORTHERLY FOR 9.5 MILES TO TELEPHONE POLE 602, A FORK IN THE
 QG0647'ROAD, A WHITE WITNESS POST AND THE STATION ON THE LEFT, WEST
 QG0647'SIDE.
 QG0647
 QG0647                          STATION RECOVERY (1953)
 QG0647
 QG0647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 QG0647'10 MI NE FROM KOKADJO.
 QG0647'10.05 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE POST OFFICE
 QG0647'AT KOKADJO, ABOUT 0.35 MILE SOUTHWEST OF GRANT FARM, 28 FEET
 QG0647'EAST-SOUTHEAST OF CENTER LINE OF ROAD, LOCATED IN A SMALL
 QG0647'CLEARING ON EAST SIDE OF ROAD, ABOUT 40 YARDS NORTHEAST AND ACROSS
 QG0647'ROAD FROM THE SOUTH CORNER OF A LARGE HAY FIELD, 99 FEET
 QG0647'NORTH-NORTHEAST OF TELEPHONE POLE NO. 596, 41 FEET SOUTH OF
 QG0647'TELEPHONE POLE NO. 597, IN THE TOP AND ABOUT 2 FEET NORTH OF THE
 QG0647'HIGHEST POINT OF A LARGE ROUNDED BOULDER ABOUT 10 BY 9 FEET AND
 QG0647'PROJECTING ABOUT 2 FEET AND ABOUT LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0368 ***********************************************************************
 PD0368  DESIGNATION -  E 88
 PD0368  PID         -  PD0368
 PD0368  STATE/COUNTY-  ME/WASHINGTON
 PD0368  USGS QUAD   -  SCHOODIC LAKE (1984)
 PD0368
 PD0368                         *CURRENT SURVEY CONTROL
 PD0368  ___________________________________________________________________
 PD0368* NAD 83(1986)-  44 43 40.     (N)    067 58 58.     (W)     SCALED    
 PD0368* NAVD 88     -        62.368  (meters)     204.62   (feet)  ADJUSTED  
 PD0368  ___________________________________________________________________
 PD0368  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 PD0368  DYNAMIC HT  -          62.364 (meters)     204.61  (feet)  COMP
 PD0368  MODELED GRAV-     980,552.3   (mgal)                       NAVD 88
 PD0368
 PD0368  VERT ORDER  -  SECOND    CLASS 0
 PD0368
 PD0368.The horizontal coordinates were scaled from a topographic map and have
 PD0368.an estimated accuracy of +/- 6 seconds.
 PD0368
 PD0368.The orthometric height was determined by differential leveling
 PD0368.and adjusted by the National Geodetic Survey in June 1991..
 PD0368
 PD0368.The geoid height was determined by GEOID03.
 PD0368
 PD0368.The dynamic height is computed by dividing the NAVD 88
 PD0368.geopotential number by the normal gravity value computed on the
 PD0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0368.degrees latitude (g = 980.6199 gals.).
 PD0368
 PD0368.The modeled gravity was interpolated from observed gravity values.
 PD0368
 PD0368;                    North         East    Units  Estimated Accuracy
 PD0368;SPC ME E     -   118,030.      340,970.      MT  (+/- 180 meters Scaled)
 PD0368
 PD0368                          SUPERSEDED SURVEY CONTROL
 PD0368
 PD0368  NGVD 29 (??/??/92)   62.547  (m)          205.21   (f) ADJ UNCH    2 0
 PD0368
 PD0368.Superseded values are not recommended for survey control.
 PD0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0368.See file dsdata.txt to determine how the superseded data were derived.
 PD0368
 PD0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK805532(NAD 83)
 PD0368_MARKER: DB = BENCH MARK DISK
 PD0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PD0368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PD0368_STAMPING: E 88 1942
 PD0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0368+STABILITY: SURFACE MOTION
 PD0368
 PD0368  HISTORY     - Date     Condition        Report By
 PD0368  HISTORY     - 1942     MONUMENTED       CGS
 PD0368  HISTORY     - 1953     GOOD             NGS
 PD0368
 PD0368                          STATION DESCRIPTION
 PD0368
 PD0368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 PD0368'2 MI S FROM DEBLOIS.
 PD0368'2.0 MILES SOUTH ALONG STATE HIGHWAY 193 FROM THE SCHOOLHOUSE AT
 PD0368'DEBLOIS, WASHINGTON COUNTY, 120 YARDS SOUTH OF THE SOUTH ENTRANCE
 PD0368'TO THE DEBLOIS FLIGHT STRIP, 33 FEET EAST OF THE CENTERLINE OF
 PD0368'THE HIGHWAY, 18 FEET NORTH OF A LONE PINE TREE, 2 FEET SOUTH OF
 PD0368'A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE HIGHWAY.  A
 PD0368'STANDARD DISK, STAMPED E 88 1942 AND SET IN THE TOP OF A CONCRETE
 PD0368'POST PROJECTING 0.3 FOOT ABOVE GROUND.  NOTE-- CAA AIRPORT
 PD0368'INSPECTOR FOUND THE MARK TO BE VERY LOOSE IN THE GROUND.  USE
 PD0368'WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0209 ***********************************************************************
 QG0209  DESIGNATION -  E 89
 QG0209  PID         -  QG0209
 QG0209  STATE/COUNTY-  ME/PENOBSCOT
 QG0209  USGS QUAD   -  WEIR POND (1988)
 QG0209
 QG0209                         *CURRENT SURVEY CONTROL
 QG0209  ___________________________________________________________________
 QG0209* NAD 83(1986)-  45 22 24.     (N)    068 14 19.     (W)     SCALED    
 QG0209* NAVD 88     -       118.995  (meters)     390.40   (feet)  ADJUSTED  
 QG0209  ___________________________________________________________________
 QG0209  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 QG0209  DYNAMIC HT  -         118.995 (meters)     390.40  (feet)  COMP
 QG0209  MODELED GRAV-     980,616.1   (mgal)                       NAVD 88
 QG0209
 QG0209  VERT ORDER  -  SECOND    CLASS 0
 QG0209
 QG0209.The horizontal coordinates were scaled from a topographic map and have
 QG0209.an estimated accuracy of +/- 6 seconds.
 QG0209
 QG0209.The orthometric height was determined by differential leveling
 QG0209.and adjusted by the National Geodetic Survey in June 1991..
 QG0209
 QG0209.The geoid height was determined by GEOID03.
 QG0209
 QG0209.The dynamic height is computed by dividing the NAVD 88
 QG0209.geopotential number by the normal gravity value computed on the
 QG0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0209.degrees latitude (g = 980.6199 gals.).
 QG0209
 QG0209.The modeled gravity was interpolated from observed gravity values.
 QG0209
 QG0209;                    North         East    Units  Estimated Accuracy
 QG0209;SPC ME E     -   189,660.      320,470.      MT  (+/- 180 meters Scaled)
 QG0209
 QG0209                          SUPERSEDED SURVEY CONTROL
 QG0209
 QG0209  NGVD 29 (??/??/92)  119.190  (m)          391.04   (f) ADJ UNCH    2 0
 QG0209
 QG0209.Superseded values are not recommended for survey control.
 QG0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0209.See file dsdata.txt to determine how the superseded data were derived.
 QG0209
 QG0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL596247(NAD 83)
 QG0209_MARKER: DB = BENCH MARK DISK
 QG0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0209_STAMPING: E 89 1942
 QG0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0209+STABILITY: SURFACE MOTION
 QG0209
 QG0209  HISTORY     - Date     Condition        Report By
 QG0209  HISTORY     - 1942     MONUMENTED       CGS
 QG0209  HISTORY     - 1942     GOOD             NGS
 QG0209
 QG0209                          STATION DESCRIPTION
 QG0209
 QG0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0209'2.5 MI E FROM LEE.
 QG0209'2.5 MILES EAST ALONG STATE HIGHWAY 16 FROM THE TOWNHALL AT LEE,
 QG0209'PENOBSCOT COUNTY, 300 FEET WEST OF THE CREST OF A SMALL HILL, 175
 QG0209'FEET SOUTHEAST OF AN OLD FARMHOUSE, 34 FEET SOUTH OF THE CENTER
 QG0209'LINE OF THE HIGHWAY, 3 FEET WEST OF A WHITE WOODEN WITNESS POST,
 QG0209'AND 1.5 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 QG0209'E 89 1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6
 QG0209'FOOT ABOVE GROUND.
 QG0209
 QG0209                          STATION RECOVERY (1942)
 QG0209
 QG0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 QG0209'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0444 ***********************************************************************
 PE0444  DESIGNATION -  E 9
 PE0444  PID         -  PE0444
 PE0444  STATE/COUNTY-  ME/PENOBSCOT
 PE0444  USGS QUAD   -  BANGOR (1991)
 PE0444
 PE0444                         *CURRENT SURVEY CONTROL
 PE0444  ___________________________________________________________________
 PE0444* NAD 83(1986)-  44 51 57.     (N)    068 50 27.     (W)     SCALED    
 PE0444* NAVD 88     -        39.194  (meters)     128.59   (feet)  POSTED    
 PE0444  ___________________________________________________________________
 PE0444  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 PE0444  DYNAMIC HT  -          39.190 (meters)     128.58  (feet)  COMP
 PE0444  MODELED GRAV-     980,582.4   (mgal)                       NAVD 88
 PE0444
 PE0444  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PE0444
 PE0444.The horizontal coordinates were scaled from a topographic map and have
 PE0444.an estimated accuracy of +/- 6 seconds.
 PE0444
 PE0444.The orthometric height was determined by differential leveling
 PE0444.and adjusted by the National Geodetic Survey in 1992..
 PE0444.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PE0444.rate of 0.0 thru 1.0 mm/km.
 PE0444
 PE0444.The geoid height was determined by GEOID03.
 PE0444
 PE0444.The dynamic height is computed by dividing the NAVD 88
 PE0444.geopotential number by the normal gravity value computed on the
 PE0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0444.degrees latitude (g = 980.6199 gals.).
 PE0444
 PE0444.The modeled gravity was interpolated from observed gravity values.
 PE0444
 PE0444;                    North         East    Units  Estimated Accuracy
 PE0444;SPC ME E     -   133,290.      273,070.      MT  (+/- 180 meters Scaled)
 PE0444
 PE0444                          SUPERSEDED SURVEY CONTROL
 PE0444
 PE0444  NGVD 29 (??/??/92)   39.379  (m)          129.20   (f) ADJ UNCH    1 2
 PE0444
 PE0444.Superseded values are not recommended for survey control.
 PE0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0444.See file dsdata.txt to determine how the superseded data were derived.
 PE0444
 PE0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK125680(NAD 83)
 PE0444_MARKER: DB = BENCH MARK DISK
 PE0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0444_STAMPING: 129.196 E 9 1927
 PE0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0444+STABILITY: SURFACE MOTION
 PE0444
 PE0444  HISTORY     - Date     Condition        Report By
 PE0444  HISTORY     - 1927     MONUMENTED       CGS
 PE0444  HISTORY     - 1934     GOOD             NGS
 PE0444  HISTORY     - 1975     MARK NOT FOUND   NGS
 PE0444
 PE0444                          STATION DESCRIPTION
 PE0444
 PE0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PE0444'AT NORTH BANGOR STATION.
 PE0444'AT NORTH BANGOR STATION, PENOBSCOT COUNTY, ON THE BANGOR AND
 PE0444'AROOSTOOK RAILROAD, 180 FEET NORTH OF THE NORTH END OF THE
 PE0444'STATION, AND 54 FEET EAST OF THE EAST RAIL.  A STANDARD DISK,
 PE0444'STAMPED 129.196 E 9 1927 AND SET IN THE TOP OF A CONCRETE POST.
 PE0444
 PE0444                          STATION RECOVERY (1975)
 PE0444
 PE0444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 PE0444'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0005 ***********************************************************************
 PE0005  DESIGNATION -  E 90
 PE0005  PID         -  PE0005
 PE0005  STATE/COUNTY-  ME/HANCOCK
 PE0005  USGS QUAD   -  ELLSWORTH (1981)
 PE0005
 PE0005                         *CURRENT SURVEY CONTROL
 PE0005  ___________________________________________________________________
 PE0005* NAD 83(1986)-  44 36 02.     (N)    068 28 28.     (W)     SCALED    
 PE0005* NAVD 88     -        75.221  (meters)     246.79   (feet)  ADJUSTED  
 PE0005  ___________________________________________________________________
 PE0005  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 PE0005  DYNAMIC HT  -          75.216 (meters)     246.77  (feet)  COMP
 PE0005  MODELED GRAV-     980,543.6   (mgal)                       NAVD 88
 PE0005  OBS GRAVITY -     980,538.4   (mgal)                       GRAV_OBS
 PE0005
 PE0005  VERT ORDER  -  FIRST     CLASS I
 PE0005
 PE0005.The horizontal coordinates were scaled from a topographic map and have
 PE0005.an estimated accuracy of +/- 6 seconds.
 PE0005
 PE0005.The orthometric height was determined by differential leveling
 PE0005.and adjusted by the National Geodetic Survey in June 1991..
 PE0005.WARNING-Repeat measurements at this control monument indicate possible
 PE0005.vertical movement.
 PE0005
 PE0005.The geoid height was determined by GEOID03.
 PE0005
 PE0005.The dynamic height is computed by dividing the NAVD 88
 PE0005.geopotential number by the normal gravity value computed on the
 PE0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0005.degrees latitude (g = 980.6199 gals.).
 PE0005
 PE0005.The modeled gravity was interpolated from observed gravity values.
 PE0005.The observed gravity was obtained from relative gravimeter ties
 PE0005.to the IGSN71 gravity network.
 PE0005
 PE0005;                    North         East    Units  Estimated Accuracy
 PE0005;SPC ME E     -   103,760.      302,030.      MT  (+/- 180 meters Scaled)
 PE0005
 PE0005                          SUPERSEDED SURVEY CONTROL
 PE0005
 PE0005  NGVD 29 (??/??/92)   75.407  (m)          247.40   (f) ADJ UNCH    1 1
 PE0005
 PE0005.Superseded values are not recommended for survey control.
 PE0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0005.See file dsdata.txt to determine how the superseded data were derived.
 PE0005
 PE0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK417387(NAD 83)
 PE0005_MARKER: DB = BENCH MARK DISK
 PE0005_SETTING: 66 = SET IN ROCK OUTCROP
 PE0005_SP_SET: ROCK CUT
 PE0005_STAMPING: E 90 1942
 PE0005_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0005+STABILITY: POSITION/ELEVATION WELL
 PE0005
 PE0005  HISTORY     - Date     Condition        Report By
 PE0005  HISTORY     - 1942     MONUMENTED       CGS
 PE0005  HISTORY     - 1966     GOOD             NGS
 PE0005  HISTORY     - 1978     GOOD             DMA
 PE0005
 PE0005                          STATION DESCRIPTION
 PE0005
 PE0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0005'3.3 MI NW FROM ELLSWORTH.
 PE0005'ABOUT 3.3 MILES NORTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM
 PE0005'THE CROSSING OF STATE HIGHWAY 179 AT ELLSWORTH FALLS, ABOUT 7
 PE0005'RAILS SOUTHEAST OF MILEPOST P161/C109, IN THE TOP OF A TRIANGULAR
 PE0005'SHAPED ROCK WITH 10-FOOT SIDES AND PROJECTS 2 1/2 FEET, 18.0 FEET
 PE0005'SOUTHWEST OF THE SOUTHWEST RAIL, AND ABOUT 2 1/2 FEET BELOW THE
 PE0005'LEVEL OF THE TRACK.
 PE0005
 PE0005                          STATION RECOVERY (1978)
 PE0005
 PE0005'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PE0005'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0349 ***********************************************************************
 QG0349  DESIGNATION -  E 91
 QG0349  PID         -  QG0349
 QG0349  STATE/COUNTY-  ME/PENOBSCOT
 QG0349  USGS QUAD   -  BRADFORD (1983)
 QG0349
 QG0349                         *CURRENT SURVEY CONTROL
 QG0349  ___________________________________________________________________
 QG0349* NAD 83(1986)-  45 00 50.     (N)    068 52 36.     (W)     SCALED    
 QG0349* NAVD 88     -        46.370  (meters)     152.13   (feet)  ADJUSTED  
 QG0349  ___________________________________________________________________
 QG0349  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 QG0349  DYNAMIC HT  -          46.370 (meters)     152.13  (feet)  COMP
 QG0349  MODELED GRAV-     980,601.3   (mgal)                       NAVD 88
 QG0349
 QG0349  VERT ORDER  -  FIRST     CLASS II
 QG0349
 QG0349.The horizontal coordinates were scaled from a topographic map and have
 QG0349.an estimated accuracy of +/- 6 seconds.
 QG0349
 QG0349.The orthometric height was determined by differential leveling
 QG0349.and adjusted by the National Geodetic Survey in June 1991..
 QG0349
 QG0349.The geoid height was determined by GEOID03.
 QG0349
 QG0349.The dynamic height is computed by dividing the NAVD 88
 QG0349.geopotential number by the normal gravity value computed on the
 QG0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0349.degrees latitude (g = 980.6199 gals.).
 QG0349
 QG0349.The modeled gravity was interpolated from observed gravity values.
 QG0349
 QG0349;                    North         East    Units  Estimated Accuracy
 QG0349;SPC ME E     -   149,760.      270,310.      MT  (+/- 180 meters Scaled)
 QG0349
 QG0349                          SUPERSEDED SURVEY CONTROL
 QG0349
 QG0349  NGVD 29 (??/??/92)   46.563  (m)          152.77   (f) ADJ UNCH    1 2
 QG0349
 QG0349.Superseded values are not recommended for survey control.
 QG0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0349.See file dsdata.txt to determine how the superseded data were derived.
 QG0349
 QG0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK097845(NAD 83)
 QG0349_MARKER: DB = BENCH MARK DISK
 QG0349_SETTING: 66 = SET IN ROCK OUTCROP
 QG0349_SP_SET: ROCK OUTCROP
 QG0349_STAMPING: E 91 1942
 QG0349_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0349+STABILITY: POSITION/ELEVATION WELL
 QG0349
 QG0349  HISTORY     - Date     Condition        Report By
 QG0349  HISTORY     - 1942     MONUMENTED       CGS
 QG0349  HISTORY     - 1953     GOOD             NGS
 QG0349
 QG0349                          STATION DESCRIPTION
 QG0349
 QG0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 QG0349'0.9 MI N FROM HUDSON.
 QG0349'0.9 MILE NORTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM THE
 QG0349'CROSSING OF STATE HIGHWAY 43 AT HUDSON, ABOUT 0.3 MILE NORTH OF
 QG0349'MILE POST 46, ABOUT 18 RAILS SOUTH OF CULVERT NO. 46.40, IN THE
 QG0349'TOP OF THE EAST END OF A ROCK OUTCROP, 36 FEET WEST OF WEST RAIL
 QG0349'OF WEST TRACK, 1 FOOT ABOVE GROUND AND ABOUT LEVEL WITH TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0208 ***********************************************************************
 PF0208  DESIGNATION -  E 92
 PF0208  PID         -  PF0208
 PF0208  STATE/COUNTY-  ME/OXFORD
 PF0208  USGS QUAD   -  SPECKLED MOUNTAIN (1970)
 PF0208
 PF0208                         *CURRENT SURVEY CONTROL
 PF0208  ___________________________________________________________________
 PF0208* NAD 83(1986)-  44 18 58.     (N)    070 58 11.     (W)     SCALED    
 PF0208* NAVD 88     -       328.772  (meters)    1078.65   (feet)  POSTED    
 PF0208  ___________________________________________________________________
 PF0208  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 PF0208  DYNAMIC HT  -         328.720 (meters)    1078.48  (feet)  COMP
 PF0208  MODELED GRAV-     980,438.2   (mgal)                       NAVD 88
 PF0208
 PF0208  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 PF0208
 PF0208.The horizontal coordinates were scaled from a topographic map and have
 PF0208.an estimated accuracy of +/- 6 seconds.
 PF0208
 PF0208.The orthometric height was determined by differential leveling
 PF0208.and adjusted by the National Geodetic Survey in 1992..
 PF0208.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 PF0208.rate of 4.1 thru 8.0 mm/km.
 PF0208
 PF0208.The geoid height was determined by GEOID03.
 PF0208
 PF0208.The dynamic height is computed by dividing the NAVD 88
 PF0208.geopotential number by the normal gravity value computed on the
 PF0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0208.degrees latitude (g = 980.6199 gals.).
 PF0208
 PF0208.The modeled gravity was interpolated from observed gravity values.
 PF0208
 PF0208;                    North         East    Units  Estimated Accuracy
 PF0208;SPC ME W     -   165,050.      835,940.      MT  (+/- 180 meters Scaled)
 PF0208
 PF0208                          SUPERSEDED SURVEY CONTROL
 PF0208
 PF0208  NGVD 29 (??/??/92)  328.875  (m)         1078.98   (f) ADJ UNCH    2 0
 PF0208
 PF0208.Superseded values are not recommended for survey control.
 PF0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0208.See file dsdata.txt to determine how the superseded data were derived.
 PF0208
 PF0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK429088(NAD 83)
 PF0208_MARKER: DB = BENCH MARK DISK
 PF0208_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PF0208_SP_SET: BRIDGE WALL
 PF0208_STAMPING: E 92 1942
 PF0208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0208_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PF0208+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2004
 PF0208
 PF0208  HISTORY     - Date     Condition        Report By
 PF0208  HISTORY     - 1942     MONUMENTED       CGS
 PF0208  HISTORY     - 1976     GOOD             NGS
 PF0208  HISTORY     - 20041001 GOOD             GEOCAC
 PF0208
 PF0208                          STATION DESCRIPTION
 PF0208
 PF0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PF0208'6.2 MI S FROM GILEAD.
 PF0208'ABOUT 6.2 MILES SOUTH ALONG THE EVANS NOTCH ROAD FROM THE JUNCTION
 PF0208'OF U.S. HIGHWAY 2 AT GILEAD, OXFORD COUNTY, AT A CONCRETE BRIDGE
 PF0208'OVER EVANS BROOK, IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST
 PF0208'WALL, 10 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, AND ABOUT
 PF0208'3/4 FOOT HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED E 92 1942.
 PF0208
 PF0208                          STATION RECOVERY (1976)
 PF0208
 PF0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 PF0208'RECOVERED IN GOOD CONDITION.
 PF0208
 PF0208                          STATION RECOVERY (2004)
 PF0208
 PF0208'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 PF0208'RECOVERED AT DESCRIBED LOCATION IN GOOD CONDITION. JOHN K. SNYDER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0091 ***********************************************************************
 PE0091  DESIGNATION -  E 93
 PE0091  PID         -  PE0091
 PE0091  STATE/COUNTY-  ME/HANCOCK
 PE0091  USGS QUAD   -  SULLIVAN (1982)
 PE0091
 PE0091                         *CURRENT SURVEY CONTROL
 PE0091  ___________________________________________________________________
 PE0091* NAD 83(1986)-  44 32 40.     (N)    068 14 38.     (W)     SCALED    
 PE0091* NAVD 88     -        19.319  (meters)      63.38   (feet)  ADJUSTED  
 PE0091  ___________________________________________________________________
 PE0091  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 PE0091  DYNAMIC HT  -          19.318 (meters)      63.38  (feet)  COMP
 PE0091  MODELED GRAV-     980,569.0   (mgal)                       NAVD 88
 PE0091
 PE0091  VERT ORDER  -  SECOND    CLASS 0
 PE0091
 PE0091.The horizontal coordinates were scaled from a topographic map and have
 PE0091.an estimated accuracy of +/- 6 seconds.
 PE0091
 PE0091.The orthometric height was determined by differential leveling
 PE0091.and adjusted by the National Geodetic Survey in June 1991..
 PE0091
 PE0091.The geoid height was determined by GEOID03.
 PE0091
 PE0091.The dynamic height is computed by dividing the NAVD 88
 PE0091.geopotential number by the normal gravity value computed on the
 PE0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0091.degrees latitude (g = 980.6199 gals.).
 PE0091
 PE0091.The modeled gravity was interpolated from observed gravity values.
 PE0091
 PE0091;                    North         East    Units  Estimated Accuracy
 PE0091;SPC ME E     -    97,560.      320,350.      MT  (+/- 180 meters Scaled)
 PE0091
 PE0091                          SUPERSEDED SURVEY CONTROL
 PE0091
 PE0091  NGVD 29 (??/??/92)   19.523  (m)           64.05   (f) ADJ UNCH    2 0
 PE0091
 PE0091.Superseded values are not recommended for survey control.
 PE0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0091.See file dsdata.txt to determine how the superseded data were derived.
 PE0091
 PE0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK600326(NAD 83)
 PE0091_MARKER: DB = BENCH MARK DISK
 PE0091_SETTING: 66 = SET IN ROCK OUTCROP
 PE0091_SP_SET: BEDROCK
 PE0091_STAMPING: E 93 1942
 PE0091_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0091+STABILITY: POSITION/ELEVATION WELL
 PE0091
 PE0091  HISTORY     - Date     Condition        Report By
 PE0091  HISTORY     - 1942     MONUMENTED       CGS
 PE0091  HISTORY     - 1966     GOOD             NGS
 PE0091
 PE0091                          STATION DESCRIPTION
 PE0091
 PE0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0091'1.3 MI NW FROM WEST SULLIVAN.
 PE0091'1.3 MILES NORTHWEST ALONG A BLACK TOPPED ROAD FROM THE JUNCTION
 PE0091'OF U.S. HIGHWAY 1 AT WEST SULLIVAN, AT NORTH SULLIVAN, ABOUT 60
 PE0091'YARDS NORTH OF THE CENTER OF THE JUNCTION OF A GRAVELED ROAD
 PE0091'LEADING TO THE NORTHEAST, SET IN THE TOP OF AN OUTCROP OF ROCK
 PE0091'WHICH IS 12 FEET LONG, 6 FEET WIDE AND IS PART OF A MASS OF
 PE0091'BEDROCK, 37 FEET EAST OF THE CENTER LINE OF THE BLACK TOPPED
 PE0091'ROAD, 66 FEET NORTHWEST OF THE CENTER LINE OF THE GRAVELED
 PE0091'ROAD, 34 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF AN OLD
 PE0091'GARAGE, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0143 ***********************************************************************
 PD0143  DESIGNATION -  E 94
 PD0143  PID         -  PD0143
 PD0143  STATE/COUNTY-  ME/WASHINGTON
 PD0143  USGS QUAD   -  HADLEY LAKE (1987)
 PD0143
 PD0143                         *CURRENT SURVEY CONTROL
 PD0143  ___________________________________________________________________
 PD0143* NAD 83(1986)-  44 47 28.     (N)    067 24 33.     (W)     SCALED    
 PD0143* NAVD 88     -        29.982  (meters)      98.37   (feet)  ADJUSTED  
 PD0143  ___________________________________________________________________
 PD0143  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 PD0143  DYNAMIC HT  -          29.981 (meters)      98.36  (feet)  COMP
 PD0143  MODELED GRAV-     980,591.2   (mgal)                       NAVD 88
 PD0143  OBS GRAVITY -     980,592.4   (mgal)                       GRAV_OBS
 PD0143
 PD0143  VERT ORDER  -  FIRST     CLASS I
 PD0143
 PD0143.The horizontal coordinates were scaled from a topographic map and have
 PD0143.an estimated accuracy of +/- 6 seconds.
 PD0143
 PD0143.The orthometric height was determined by differential leveling
 PD0143.and adjusted by the National Geodetic Survey in June 1991..
 PD0143
 PD0143.The geoid height was determined by GEOID03.
 PD0143
 PD0143.The dynamic height is computed by dividing the NAVD 88
 PD0143.geopotential number by the normal gravity value computed on the
 PD0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0143.degrees latitude (g = 980.6199 gals.).
 PD0143
 PD0143.The modeled gravity was interpolated from observed gravity values.
 PD0143.The observed gravity was obtained from relative gravimeter ties
 PD0143.to the IGSN71 gravity network.
 PD0143
 PD0143;                    North         East    Units  Estimated Accuracy
 PD0143;SPC ME E     -   125,510.      386,310.      MT  (+/- 180 meters Scaled)
 PD0143
 PD0143                          SUPERSEDED SURVEY CONTROL
 PD0143
 PD0143  NGVD 29 (??/??/92)   30.187  (m)           99.04   (f) ADJ UNCH    1 1
 PD0143
 PD0143.Superseded values are not recommended for survey control.
 PD0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0143.See file dsdata.txt to determine how the superseded data were derived.
 PD0143
 PD0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK258609(NAD 83)
 PD0143_MARKER: DB = BENCH MARK DISK
 PD0143_SETTING: 80 = SET IN A BOULDER
 PD0143_SP_SET: BOULDER
 PD0143_STAMPING: E 94 1942
 PD0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0143+STABILITY: SURFACE MOTION
 PD0143
 PD0143  HISTORY     - Date     Condition        Report By
 PD0143  HISTORY     - 1942     MONUMENTED       CGS
 PD0143  HISTORY     - 1966     GOOD             NGS
 PD0143  HISTORY     - 1978     GOOD             DMA
 PD0143
 PD0143                          STATION DESCRIPTION
 PD0143
 PD0143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PD0143'2.2 MI N FROM JACKSONVILLE.
 PD0143'2.15 MILES NORTH ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PD0143'CROSSING OF STATE HIGHWAY 191 AT JACKSONVILLE, ABOUT 0.2 MILE
 PD0143'SOUTH OF MILEPOST C36/P234, 27.0 FEET WEST OF THE WEST RAIL OF
 PD0143'THE MAIN TRACK, IN THE TOP OF A 3-BY-6-FOOT EXPOSED PORTION OF
 PD0143'AN EMBEDDED BOULDER THAT PROJECTS 1 1/2 FEET, 3 FEET NORTHEAST
 PD0143'OF THE SOUTHWEST EDGE OF THE ROCK, 2.6 FEET EAST OF THE EAST
 PD0143'RIGHT-OF-WAY FENCE, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE
 PD0143'TRACK.
 PD0143
 PD0143                          STATION RECOVERY (1978)
 PD0143
 PD0143'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PD0143'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0011 ***********************************************************************
 QF0011  DESIGNATION -  E 96
 QF0011  PID         -  QF0011
 QF0011  STATE/COUNTY-  ME/WASHINGTON
 QF0011  USGS QUAD   -  MEDDYBEMPS LAKE EAST (1987)
 QF0011
 QF0011                         *CURRENT SURVEY CONTROL
 QF0011  ___________________________________________________________________
 QF0011* NAD 83(1986)-  45 02 27.     (N)    067 15 18.     (W)     SCALED    
 QF0011* NAVD 88     -        34.482  (meters)     113.13   (feet)  ADJUSTED  
 QF0011  ___________________________________________________________________
 QF0011  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 QF0011  DYNAMIC HT  -          34.481 (meters)     113.13  (feet)  COMP
 QF0011  MODELED GRAV-     980,608.4   (mgal)                       NAVD 88
 QF0011  OBS GRAVITY -     980,604.6   (mgal)                       GRAV_OBS
 QF0011
 QF0011  VERT ORDER  -  FIRST     CLASS I
 QF0011
 QF0011.The horizontal coordinates were scaled from a topographic map and have
 QF0011.an estimated accuracy of +/- 6 seconds.
 QF0011
 QF0011.The orthometric height was determined by differential leveling
 QF0011.and adjusted by the National Geodetic Survey in June 1991..
 QF0011
 QF0011.The geoid height was determined by GEOID03.
 QF0011
 QF0011.The dynamic height is computed by dividing the NAVD 88
 QF0011.geopotential number by the normal gravity value computed on the
 QF0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0011.degrees latitude (g = 980.6199 gals.).
 QF0011
 QF0011.The modeled gravity was interpolated from observed gravity values.
 QF0011.The observed gravity was obtained from relative gravimeter ties
 QF0011.to the IGSN71 gravity network.
 QF0011
 QF0011;                    North         East    Units  Estimated Accuracy
 QF0011;SPC ME E     -   153,440.      398,090.      MT  (+/- 180 meters Scaled)
 QF0011
 QF0011                          SUPERSEDED SURVEY CONTROL
 QF0011
 QF0011  NGVD 29 (??/??/92)   34.69   (m)          113.8    (f) COMPUTED    1 1
 QF0011
 QF0011.Superseded values are not recommended for survey control.
 QF0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0011.See file dsdata.txt to determine how the superseded data were derived.
 QF0011
 QF0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK374889(NAD 83)
 QF0011_MARKER: DB = BENCH MARK DISK
 QF0011_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QF0011_SP_SET: STEP
 QF0011_STAMPING: E 96 1942
 QF0011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QF0011
 QF0011  HISTORY     - Date     Condition        Report By
 QF0011  HISTORY     - 1942     MONUMENTED       CGS
 QF0011  HISTORY     - 1953     GOOD             NGS
 QF0011  HISTORY     - 1966     GOOD             NGS
 QF0011  HISTORY     - 1978     GOOD             DMA
 QF0011
 QF0011                          STATION DESCRIPTION
 QF0011
 QF0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 QF0011'1.4 MI N FROM CHARLOTTE.
 QF0011'1.4 MILES NORTH ALONG THE MAINE CENTRAL RAILROAD FROM THE ROAD
 QF0011'CROSSING AT CHARLOTTE, IN THE TOP OF THE WEST END OF THE SECOND
 QF0011'STEP UP FROM BOTTOM OF SOUTH GRANITE ABUTMENT OF A 10-FOOT
 QF0011'RAILROAD BRIDGE, 8 1/2 FEET WEST OF WEST RAIL AND ABOUT 3 FEET
 QF0011'BELOW LEVEL OF TRACK.
 QF0011
 QF0011                          STATION RECOVERY (1966)
 QF0011
 QF0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 QF0011'RECOVERED IN GOOD CONDITION.
 QF0011
 QF0011                          STATION RECOVERY (1978)
 QF0011
 QF0011'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 QF0011'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0228 ***********************************************************************
 OB0228  DESIGNATION -  E 97
 OB0228  PID         -  OB0228
 OB0228  STATE/COUNTY-  ME/CUMBERLAND
 OB0228  USGS QUAD   -  BRUNSWICK (1980)
 OB0228
 OB0228                         *CURRENT SURVEY CONTROL
 OB0228  ___________________________________________________________________
 OB0228* NAD 83(1986)-  43 52 47.     (N)    069 55 05.     (W)     SCALED    
 OB0228* NAVD 88     -        23.615  (meters)      77.48   (feet)  ADJUSTED  
 OB0228  ___________________________________________________________________
 OB0228  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 OB0228  DYNAMIC HT  -          23.612 (meters)      77.47  (feet)  COMP
 OB0228  MODELED GRAV-     980,522.8   (mgal)                       NAVD 88
 OB0228
 OB0228  VERT ORDER  -  SECOND    CLASS 0
 OB0228
 OB0228.The horizontal coordinates were scaled from a topographic map and have
 OB0228.an estimated accuracy of +/- 6 seconds.
 OB0228
 OB0228.The orthometric height was determined by differential leveling
 OB0228.and adjusted by the National Geodetic Survey in June 1991..
 OB0228
 OB0228.The geoid height was determined by GEOID03.
 OB0228
 OB0228.The dynamic height is computed by dividing the NAVD 88
 OB0228.geopotential number by the normal gravity value computed on the
 OB0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0228.degrees latitude (g = 980.6199 gals.).
 OB0228
 OB0228.The modeled gravity was interpolated from observed gravity values.
 OB0228
 OB0228;                    North         East    Units  Estimated Accuracy
 OB0228;SPC ME W     -   116,280.      919,980.      MT  (+/- 180 meters Scaled)
 OB0228
 OB0228                          SUPERSEDED SURVEY CONTROL
 OB0228
 OB0228  NGVD 29 (??/??/92)   23.813  (m)           78.13   (f) ADJ UNCH    2 0
 OB0228
 OB0228.Superseded values are not recommended for survey control.
 OB0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0228.See file dsdata.txt to determine how the superseded data were derived.
 OB0228
 OB0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ262589(NAD 83)
 OB0228_MARKER: DB = BENCH MARK DISK
 OB0228_SETTING: 80 = SET IN A BOULDER
 OB0228_SP_SET: BOULDER
 OB0228_STAMPING: E 97 1943
 OB0228_MARK LOGO: CGS   
 OB0228_MAGNETIC: N = NO MAGNETIC MATERIAL
 OB0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OB0228+STABILITY: SURFACE MOTION
 OB0228_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OB0228+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2005
 OB0228
 OB0228  HISTORY     - Date     Condition        Report By
 OB0228  HISTORY     - 1943     MONUMENTED       CGS
 OB0228  HISTORY     - 1976     MARK NOT FOUND   LOCENG
 OB0228  HISTORY     - 19950601 GOOD             NGS
 OB0228  HISTORY     - 20051114 GOOD             USPSQD
 OB0228
 OB0228                          STATION DESCRIPTION
 OB0228
 OB0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 OB0228'3.3 MI SE FROM BRUNSWICK.
 OB0228'3.3 MILES SOUTHEAST ALONG STATE HIGHWAY 24 FROM THE MAINE CENTRAL
 OB0228'RAILROAD STATION AT BRUNSWICK, CUMBERLAND COUNTY, 0.6 MILE SOUTH OF A
 OB0228'CEMETERY, 144 FEET EAST OF THE NORTHEAST CORNER OF A WHITE FRAME
 OB0228'HOUSE, 53 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 39 FEET
 OB0228'SOUTHEAST OF POLE 8, 7.7 FEET NORTHEAST OF A SMALL HICKORY TREE, AND
 OB0228'IN THE TOP OF A LARGE BOULDER ABOUT 2 FEET ABOVE THE GROUND.  A
 OB0228'STANDARD DISK, STAMPED E 97 1943.
 OB0228
 OB0228                          STATION RECOVERY (1976)
 OB0228
 OB0228'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 OB0228'MARK NOT FOUND.
 OB0228
 OB0228                          STATION RECOVERY (1995)
 OB0228
 OB0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (RWD)
 OB0228'THE STATION IS LOCATED NEAR BRUNSWICK NAVEL AIR STATION NEAR
 OB0228'BRUNSWICK, MAINE.  TO REACH THE STATION FROM ROUTE 24 AT COOKS CORNER,
 OB0228'HEAD SOUTH ON ROUTE 24 FOR 1.2MI TO COOMBS ROAD, TURN RIGHT ON COOMBS
 OB0228'ROAD AND FOLLOW FOR 0.9MI TO A FORK IN THE ROAD, FOLLOW THE LEFT FORK
 OB0228'FOR 0.3 MI (0.5 KM) TO THE STATION ON THE LEFT.  THE STATION IS SET IN
 OB0228'A LARGE BOULDER 2 FEET (0.6 M) ABOVE THE GROUND LEVEL.  THE STATION IS
 OB0228'51.0 FT (15.5 M) SOUTH EAST OF AN ASPHALT ROAD, 7.5 FT (2.3 M) NORTH
 OB0228'NORTH EAST OF A THREE FORKED ASH TREE AND 38.0 FT (11.6 M) SOUTH EAST
 OB0228'OF A TELEPHONE POLE.
 OB0228
 OB0228                          STATION RECOVERY (2005)
 OB0228
 OB0228'RECOVERY NOTE BY US POWER SQUADRON 2005 (AHE)
 OB0228'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0161 ***********************************************************************
 OC0161  DESIGNATION -  E 98
 OC0161  PID         -  OC0161
 OC0161  STATE/COUNTY-  ME/CUMBERLAND
 OC0161  USGS QUAD   -  PROUTS NECK (1978)
 OC0161
 OC0161                         *CURRENT SURVEY CONTROL
 OC0161  ___________________________________________________________________
 OC0161* NAD 83(1986)-  43 34 09.     (N)    070 16 51.     (W)     SCALED    
 OC0161* NAVD 88     -         6.028  (meters)      19.78   (feet)  ADJUSTED  
 OC0161  ___________________________________________________________________
 OC0161  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 OC0161  DYNAMIC HT  -           6.028 (meters)      19.78  (feet)  COMP
 OC0161  MODELED GRAV-     980,503.9   (mgal)                       NAVD 88
 OC0161
 OC0161  VERT ORDER  -  SECOND    CLASS 0
 OC0161
 OC0161.The horizontal coordinates were scaled from a topographic map and have
 OC0161.an estimated accuracy of +/- 6 seconds.
 OC0161
 OC0161.The orthometric height was determined by differential leveling
 OC0161.and adjusted by the National Geodetic Survey in June 1991..
 OC0161
 OC0161.The geoid height was determined by GEOID03.
 OC0161
 OC0161.The dynamic height is computed by dividing the NAVD 88
 OC0161.geopotential number by the normal gravity value computed on the
 OC0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0161.degrees latitude (g = 980.6199 gals.).
 OC0161
 OC0161.The modeled gravity was interpolated from observed gravity values.
 OC0161
 OC0161;                    North         East    Units  Estimated Accuracy
 OC0161;SPC ME W     -    81,750.      890,780.      MT  (+/- 180 meters Scaled)
 OC0161
 OC0161                          SUPERSEDED SURVEY CONTROL
 OC0161
 OC0161  NGVD 29 (??/??/92)    6.255  (m)           20.52   (f) ADJ UNCH    2 0
 OC0161
 OC0161.Superseded values are not recommended for survey control.
 OC0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0161.See file dsdata.txt to determine how the superseded data were derived.
 OC0161
 OC0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ965248(NAD 83)
 OC0161_MARKER: DB = BENCH MARK DISK
 OC0161_SETTING: 66 = SET IN ROCK OUTCROP
 OC0161_SP_SET: OUTCROPPING ROCK LEDGE
 OC0161_STAMPING: E 98 1943
 OC0161_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC0161+STABILITY: POSITION/ELEVATION WELL
 OC0161
 OC0161  HISTORY     - Date     Condition        Report By
 OC0161  HISTORY     - 1943     MONUMENTED       CGS
 OC0161  HISTORY     - 1976     POOR             NGS
 OC0161
 OC0161                          STATION DESCRIPTION
 OC0161
 OC0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 OC0161'3.1 MI SE FROM SCARBORO.
 OC0161'1.8 MILES SOUTHEAST ALONG STATE HIGHWAY 207 FROM SCARBORO,
 OC0161'CUMBERLAND COUNTY, THENCE 1.3 MILES NORTHEAST ALONG STATE
 OC0161'HIGHWAY 77, AT A FARMYARD, 93 FEET SOUTH OF THE BARN, 76 FEET
 OC0161'SOUTHEAST OF THE SOUTH CORNER OF THE HOUSE, 33 FEET NORTH OF
 OC0161'THE CENTERLINE OF THE HIGHWAY, IN AN OUTCROPPING LEDGE ROCK FLUSH
 OC0161'WITH THE GROUND, AND ABOUT 3 FEET HIGHER THAN THE ROADBED.
 OC0161
 OC0161                          STATION RECOVERY (1976)
 OC0161
 OC0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0161'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0465 ***********************************************************************
 OC0465  DESIGNATION -  E 99
 OC0465  PID         -  OC0465
 OC0465  STATE/COUNTY-  ME/YORK
 OC0465  USGS QUAD   -  YORK BEACH (1998)
 OC0465
 OC0465                         *CURRENT SURVEY CONTROL
 OC0465  ___________________________________________________________________
 OC0465* NAD 83(1986)-  43 13 08.     (N)    070 35 02.     (W)     SCALED    
 OC0465* NAVD 88     -        22.274  (meters)      73.08   (feet)  ADJUSTED  
 OC0465  ___________________________________________________________________
 OC0465  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 OC0465  DYNAMIC HT  -          22.271 (meters)      73.07  (feet)  COMP
 OC0465  MODELED GRAV-     980,468.0   (mgal)                       NAVD 88
 OC0465
 OC0465  VERT ORDER  -  SECOND    CLASS 0
 OC0465
 OC0465.The horizontal coordinates were scaled from a topographic map and have
 OC0465.an estimated accuracy of +/- 6 seconds.
 OC0465
 OC0465.The orthometric height was determined by differential leveling
 OC0465.and adjusted by the National Geodetic Survey in June 1991..
 OC0465
 OC0465.The geoid height was determined by GEOID03.
 OC0465
 OC0465.The dynamic height is computed by dividing the NAVD 88
 OC0465.geopotential number by the normal gravity value computed on the
 OC0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0465.degrees latitude (g = 980.6199 gals.).
 OC0465
 OC0465.The modeled gravity was interpolated from observed gravity values.
 OC0465
 OC0465;                    North         East    Units  Estimated Accuracy
 OC0465;SPC ME W     -    42,920.      866,100.      MT  (+/- 180 meters Scaled)
 OC0465
 OC0465                          SUPERSEDED SURVEY CONTROL
 OC0465
 OC0465  NGVD 29 (??/??/92)   22.503  (m)           73.83   (f) ADJ UNCH    2 0
 OC0465
 OC0465.Superseded values are not recommended for survey control.
 OC0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0465.See file dsdata.txt to determine how the superseded data were derived.
 OC0465
 OC0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH713863(NAD 83)
 OC0465_MARKER: DB = BENCH MARK DISK
 OC0465_SETTING: 66 = SET IN ROCK OUTCROP
 OC0465_SP_SET: ROCK OUTCROP
 OC0465_STAMPING: E 99 1943
 OC0465_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC0465+STABILITY: POSITION/ELEVATION WELL
 OC0465
 OC0465  HISTORY     - Date     Condition        Report By
 OC0465  HISTORY     - 1943     MONUMENTED       CGS
 OC0465  HISTORY     - 1976     GOOD             NGS
 OC0465  HISTORY     - 1988     GOOD             USPSQD
 OC0465  HISTORY     - 1989     GOOD             USPSQD
 OC0465
 OC0465                          STATION DESCRIPTION
 OC0465
 OC0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 OC0465'2.6 MI SE FROM OGUNQUIT.
 OC0465'2.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 1A FROM THE POST OFFICE
 OC0465'AT OGUNQUIT, YORK COUNTY, ACROSS THE ROAD FROM THE ENTRANCE TO
 OC0465'THE BALD HEAD CLIFF HOUSE, SOUTH OF THE ENTRANCE TO A HOUSE
 OC0465'WITH TWO STONE PILLARS AT THE GATE, 34 FEET SOUTH OF THE
 OC0465'DRIVEWAY TO THE HOUSE, 31 FEET WEST OF THE CENTERLINE OF THE
 OC0465'HIGHWAY, 24 FEET SOUTHWEST OF THE SOUTH STONE PILLAR, AND IN
 OC0465'AN OUTCROPPING ROCK FLUSH WITH THE GROUND.
 OC0465
 OC0465                          STATION RECOVERY (1976)
 OC0465
 OC0465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0465'RECOVERED IN GOOD CONDITION.
 OC0465
 OC0465                          STATION RECOVERY (1988)
 OC0465
 OC0465'RECOVERY NOTE BY US POWER SQUADRON 1988 (RSR)
 OC0465'RECOVERED IN GOOD CONDITION.
 OC0465
 OC0465                          STATION RECOVERY (1989)
 OC0465
 OC0465'RECOVERY NOTE BY US POWER SQUADRON 1989 (RSR)
 OC0465'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1436 ***********************************************************************
 QG1436  DESIGNATION -  E MILLINOCKET G N PAPER NW STK
 QG1436  PID         -  QG1436
 QG1436  STATE/COUNTY-  ME/PENOBSCOT
 QG1436  USGS QUAD   -  MEDUNKEUNK LAKE (1988)
 QG1436
 QG1436                         *CURRENT SURVEY CONTROL
 QG1436  ___________________________________________________________________
 QG1436* NAD 83(1996)-  45 37 22.19432(N)    068 34 29.93644(W)     ADJUSTED  
 QG1436* NAVD 88     -                                                        
 QG1436  ___________________________________________________________________
 QG1436  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 QG1436  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 QG1436
 QG1436  HORZ ORDER  -  THIRD
 QG1436
 QG1436.The horizontal coordinates were established by classical geodetic methods
 QG1436.and adjusted by the National Geodetic Survey in March 1998..
 QG1436
 QG1436
 QG1436.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1436
 QG1436.The geoid height was determined by GEOID03.
 QG1436
 QG1436;                    North         East     Units Scale Factor Converg.
 QG1436;SPC ME E     -   217,359.525   294,152.866   MT  0.99990042   -0 03 12.9
 QG1436;UTM  19      - 5,052,230.739   533,132.986   MT  0.99961350   +0 18 13.6
 QG1436
 QG1436                          SUPERSEDED SURVEY CONTROL
 QG1436
 QG1436  NAD 83(1992)-  45 37 22.19463(N)    068 34 29.93459(W) AD(       ) 4
 QG1436  NAD 83(1986)-  45 37 22.20062(N)    068 34 29.94057(W) AD(       ) 4
 QG1436  NAD 27      -  45 37 22.00900(N)    068 34 31.83300(W) AD(       ) 3
 QG1436
 QG1436.Superseded values are not recommended for survey control.
 QG1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1436.See file dsdata.txt to determine how the superseded data were derived.
 QG1436
 QG1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL3313352231(NAD 83)
 QG1436
 QG1436  HISTORY     - Date     Condition        Report By
 QG1436  HISTORY     - 1958     MONUMENTED       CGS
 QG1436
 QG1436                          STATION DESCRIPTION
 QG1436
 QG1436'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 QG1436'THE STATION IS LOCATED IN THE TOWN OF EAST MILLINOCKET.
 QG1436'
 QG1436'THE STATION IS THE TOP CENTER OF A BRICK STACK WHICH IS THE
 QG1436'NORTHWEST ONE OF TWO BRICK STACKS.  THE STACK IS APPROXIMATELY
 QG1436'160 FEET TALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0437 ***********************************************************************
 SF0437  DESIGNATION -  EAGLE
 SF0437  PID         -  SF0437
 SF0437  STATE/COUNTY-  ME/AROOSTOOK
 SF0437  USGS QUAD   -  EAGLE LAKE (1985)
 SF0437
 SF0437                         *CURRENT SURVEY CONTROL
 SF0437  ___________________________________________________________________
 SF0437* NAD 83(1996)-  47 04 04.65114(N)    068 32 44.64710(W)     ADJUSTED  
 SF0437* NAVD 88     -       353.7    (meters)    1160.     (feet)  VERTCON   
 SF0437  ___________________________________________________________________
 SF0437  LAPLACE CORR-           5.13  (seconds)                    DEFLEC99
 SF0437  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 SF0437
 SF0437  HORZ ORDER  -  FIRST
 SF0437
 SF0437.The horizontal coordinates were established by classical geodetic methods
 SF0437.and adjusted by the National Geodetic Survey in March 1998..
 SF0437
 SF0437.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0437
 SF0437.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0437
 SF0437.The geoid height was determined by GEOID03.
 SF0437
 SF0437;                    North         East     Units Scale Factor Converg.
 SF0437;SPC ME E     -   377,979.248   296,526.316   MT  0.99990015   -0 02 00.5
 SF0437;UTM  19      - 5,212,816.265   534,491.895   MT  0.99961462   +0 19 57.4
 SF0437
 SF0437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0437!SPC ME E     -   0.99994836  x   0.99990015  =   0.99984851
 SF0437!UTM  19      -   0.99994836  x   0.99961462  =   0.99956299
 SF0437
 SF0437:                Primary Azimuth Mark                     Grid Az
 SF0437:SPC ME E     -  THREE BROOK LOT                          148 35 27.7
 SF0437:UTM  19      -  THREE BROOK LOT                          148 13 29.8
 SF0437
 SF0437|---------------------------------------------------------------------|
 SF0437| PID    Reference Object                     Distance      Geod. Az  |
 SF0437|                                                           dddmmss.s |
 SF0437| RF0699 THREE BROOK LOT                     APPROX. 9.7 KM 1483327.2 |
 SF0437| DA5405 EAGLE RM 1                           19.766 METERS 15735     |
 SF0437| RF0732 HEDGEHOG LOT                        APPROX.15.2 KM 1764142.6 |
 SF0437| DA5404 EAGLE AZ MK                                        2381451.0 |
 SF0437| DA5406 EAGLE RM 2                           16.852 METERS 25405     |
 SF0437|---------------------------------------------------------------------|
 SF0437
 SF0437                          SUPERSEDED SURVEY CONTROL
 SF0437
 SF0437  NAD 83(1992)-  47 04 04.64559(N)    068 32 44.64190(W) AD(       ) 1
 SF0437  NAD 83(1986)-  47 04 04.65103(N)    068 32 44.63932(W) AD(       ) 1
 SF0437  NAD 27      -  47 04 04.50800(N)    068 32 46.47500(W) AD(       ) 1
 SF0437  NGVD 29 (07/19/86)  353.8    (m)         1161.     (f) VERT ANG       
 SF0437
 SF0437.Superseded values are not recommended for survey control.
 SF0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0437.See file dsdata.txt to determine how the superseded data were derived.
 SF0437
 SF0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN3449212816(NAD 83)
 SF0437_MARKER: Z = SEE DESCRIPTION
 SF0437_SETTING: 0 = UNSPECIFIED SETTING
 SF0437
 SF0437  HISTORY     - Date     Condition        Report By
 SF0437  HISTORY     - 1942     MONUMENTED       CGS
 SF0437  HISTORY     - 1960     SEE DESCRIPTION  CGS
 SF0437
 SF0437                          STATION DESCRIPTION
 SF0437
 SF0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 SF0437'STATION IS LOCATED ABOUT 8 MILES S OF THE VILLAGE OF SOLDIER POND,
 SF0437'ON THE HIGHEST POINT OF A TIMBERED RIDGE, ABOUT 2 MILES N OF THE
 SF0437'N SHORE OF THE E ARM OF EAGLE LAKE AND ABOUT 2 MILES E OF THE E
 SF0437'SHORE OF THE N ARM OF EAGLE LAKE, ON LAND OWNED BY THE GREAT
 SF0437'NORTHERN PAPER CO.  THE STATION MARK IS A BRONZE DISK WELDED TO
 SF0437'THE TOP OF A 3-INCH IRON PIPE, PROJECTING ABOUT 12 INCHES.  IT
 SF0437'IS STAMPED EAGLE 1942.  IT IS 12 FEET S OF AN 18-INCH OAK TREE,
 SF0437'10 FEET W OF A TRIANGULAR-BLAZED 6-INCH SPRUCE TREE AND 15
 SF0437'FEET NW OF A 16-INCH MAPLE TREE.
 SF0437'
 SF0437'REFERENCE MARK NO. 1 IS SE OF THE STATION.  IT IS A BRONZE DISK
 SF0437'WELDED TO THE TOP OF A 3-INCH IRON PIPE, PROJECTING 12 INCHES AND
 SF0437'IS STAMPED EAGLE NO. 1 1942.
 SF0437'
 SF0437'REFERENCE MARK NO. 2 IS W OF THE STATION.  IT IS A BRONZE DISK
 SF0437'WELDED TO THE TOP OF A 3-INCH IRON PIPE, PROJECTING 14 INCHES
 SF0437'AND STAMPED EAGLE NO. 2 1942.
 SF0437'
 SF0437'THE AZIMUTH MARK IS SW OF THE STATION.  IT IS A BRONZE DISK
 SF0437'WELDED TO THE TOP OF A 3-INCH IRON PIPE, PROJECTING 12 INCHES AND
 SF0437'STAMPED EAGLE 1942.  IT IS 1 MILE N OF THE HOME OF HENRY
 SF0437'OUELLETTE, 15 FEET E OF THE CENTER LINE OF THE DIRT ROAD, 3 FEET
 SF0437'W OF A WHITE REFERENCE POST AND ABOUT 1 FOOT N OF AN E-W LINE OF
 SF0437'TREES.  A LARGE AMOUNT OF CLEARING WILL BE NECESSARY TO SEE
 SF0437'AZIMUTH MARK AT STATION.
 SF0437'
 SF0437'TO REACH THE STATION FROM THE BRIDGE OVER SOLDIER POND IN THE
 SF0437'VILLAGE OF SOLDIER POND, GO E 0.5 MILE TO A SIDE ROAD RIGHT, TURN
 SF0437'RIGHT AND GO 9 MILES ALONG LAKE SHORE TO THE AZIMUTH MARK ON THE
 SF0437'LEFT, CONTINUE 1 MILE TO THE END OF THE ROAD AND THE HOME OF HENRY
 SF0437'OUELLETTE, TURN LEFT THROUGH PASTURE ON DIM ROAD AND GO 1.5 MILES
 SF0437'TO END OF TRUCK TRAVEL.  FROM THIS POINT PACK ALONG GOOD TRAIL
 SF0437'ABOUT 2 MILES TO TOP OF HILL AND STATION.
 SF0437'
 SF0437'A 37-FOOT SIGNAL AT KENT (G.S.C.) IS VISIBLE AT 77 FEET.
 SF0437'
 SF0437'A 90-FOOT SIGNAL AT MADAWASKA (G.S.C.) IS VISIBLE AT 77 FEET.
 SF0437'
 SF0437'A 4-FOOT SIGNAL AT ST. AGATHA IS VISIBLE AT 77 FEET.
 SF0437'
 SF0437'A 90-FOOT SIGNAL AT STOCKHOLM IS VISIBLE AT 77 FEET.
 SF0437'
 SF0437'A 90-FOOT SIGNAL AT HELLSTROM (U.S.G.S.) IS VISIBLE AT 77 FEET.
 SF0437'
 SF0437'A 4-FOOT SIGNAL AT HEDGEHOG (U.S.G.S.) IS VISIBLE AT 77 FEET.
 SF0437'
 SF0437'A 4-FOOT SIGNAL AT MICHAUD (U.S.G.S.) IS VISIBLE AT 77 FEET.
 SF0437'
 SF0437'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 SF0437
 SF0437                          STATION RECOVERY (1960)
 SF0437
 SF0437'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HRL)
 SF0437'STATION MARK RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION,
 SF0437'REFERENCE MARKS NO. 1 AND NO. 2 WERE FOUND DAMAGED, REFERENCE MARKS
 SF0437'WERE REPAIRED AND ARE NOW IN GOOD CONDITION.  A SEARCH WAS MADE
 SF0437'FOR THE AZIMUTH MARK BUT WAS NOT FOUND AND IS BELIVED TO BE
 SF0437'DESTROYED.  DUE TO HEAVY GROWTH OF TIMBER, NO SUITABLE PLACE
 SF0437'COULD BE FOUND TO SET AN AZIMUTH MARK.
 SF0437'
 SF0437'A COMPLETE NEW DESCRIPTION FOLLOWS--
 SF0437'
 SF0437'STATION IS LOCATED ABOUT 7 MILES SOUTH OF THE VILLAGE OF SOLDIER
 SF0437'POND, ABOUT 4 MILES NORTHEAST OF THE VILLAGE OF EAGLE LAKE AND
 SF0437'ON HIGHEST POINT OF A TIMBERED RIDGE ABOUT 2 MILES NORTH OF THE
 SF0437'NORTH SHORE OF THE EAST ARM OF EAGLE LAKE.  STATION IS MARKED
 SF0437'BY A STANDARD DISK BRAZED TO THE TOP OF A 3 INCH STEEL PIPE, THAT
 SF0437'PROJECTS 12 INCHES AND THE DISK IS STAMPED EAGLE 1942.  IT IS
 SF0437'13.6 FEET SOUTHEAST OF AN 24 INCH OAK TREE, 16.1 FEET WEST OF AN
 SF0437'26 INCH MAPLE TREE WITH TRIANGULAR BLAZE AND 27 FEET NORTH OF AN
 SF0437'16 INCH MAPLE TREE.
 SF0437'
 SF0437'TO REACH FROM SOLDIER POND, FROM THE CENTER OF THE CONCRETE BRIDGE
 SF0437'OVER THE LAKE AND TO THE EAST OF THE RAILROAD STATION, GO EAST
 SF0437'THRU TOWN ON THE MAIN ROAD FOR 0.55 MILE TO A SIDEROAD RIGHT.  TURN
 SF0437'RIGHT AND GO SOUTHERLY ALONG THE EAST SIDE OF EAGLE LAKE ON
 SF0437'GRAVELED ROAD FOR 8.55 MILE TO GATE, PASS THRU GATE AND CONTINUE
 SF0437'SOUTHERLY FOR 0.15 MILE TO FARM HOUSE ON RIGHT, PASS TO THE LEFT
 SF0437'OF HOUSE AND FOLLOW FARM ROAD SOUTH AND EAST FOR 0.4 MILE TO
 SF0437'BRIDGE ON LEFT, CROSS BRIDGE AND GO EASTERLY ON FARM AND WOODS
 SF0437'ROAD FOR 1.05 MILE TO END OF TRUCK TRAVEL.  (THIS IS JUST AFTER
 SF0437'CROSSING MEADOW AND BEFORE ENTERING WOODS.) FROM END OF TRUCK
 SF0437'TRAVEL PACK EASTERLY ON OLD WOODS ROAD FOR 30 MINUTES TO A
 SF0437'WELL BLAZED TRAIL TO THE LEFT, TURN LEFT AND GO NORTHERLY FOR
 SF0437'ABOUT 10 MINUTES TO STATION AS DESCRIBED.
 SF0437'
 SF0437'REFERENCE MARK NO. 1 IS 2.7 FEET WEST OF AN 8 INCH BEECH TREE,
 SF0437'13.1 FEET NORTH OF A 12 INCH BEECH TREE AND 16.2 FEET SOUTHEAST
 SF0437'OF A 8 INCH OAK TREE.  IT IS MARKED BY A STANDARD DISK BRAZED
 SF0437'TO THE TOP OF A 3 INCH STEEL PIPE THAT PROJECTS 12 INCHES ABOVE
 SF0437'THE GROUND AND THE DISK IS STAMPED EAGLE 1942 NO 1.
 SF0437'
 SF0437'REFERENCE MARK NO. 2 IS 8.5 FEET SOUTH OF A 10 INCH BEECH TREE,
 SF0437'20 FEET NORTHWEST OF A 10 OAK TREE AND 15 FEET NORTHEAST OF A 10
 SF0437'IRONWOOD TREE.  IT IS MARKED BY A STANDARD DISK BRAZED TO THE TOP
 SF0437'OF A 3 INCH STEEL PIPE THAT PROJECTS 14 INCHES ABOVE THE GROUND
 SF0437'AND THE DISK IS STAMPED EAGLE 1942 NO 2.
 SF0437'
 SF0437'HEIGHT OF LIGHT PLATE ABOVE STATION MARK 26.23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1846 ***********************************************************************
 PE1846  DESIGNATION -  EAGLE 1944
 PE1846  PID         -  PE1846
 PE1846  STATE/COUNTY-  ME/HANCOCK
 PE1846  USGS QUAD   -  SWANS ISLAND (1983)
 PE1846
 PE1846                         *CURRENT SURVEY CONTROL
 PE1846  ___________________________________________________________________
 PE1846* NAD 83(1996)-  44 12 41.26229(N)    068 27 31.13816(W)     ADJUSTED  
 PE1846* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 PE1846  ___________________________________________________________________
 PE1846  LAPLACE CORR-           5.03  (seconds)                    DEFLEC99
 PE1846  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 PE1846
 PE1846  HORZ ORDER  -  THIRD
 PE1846
 PE1846.The horizontal coordinates were established by classical geodetic methods
 PE1846.and adjusted by the National Geodetic Survey in March 1998..
 PE1846
 PE1846.The orthometric height was scaled from a topographic map.
 PE1846
 PE1846.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1846
 PE1846.The geoid height was determined by GEOID03.
 PE1846
 PE1846;                    North         East     Units Scale Factor Converg.
 PE1846;SPC ME E     -    60,527.533   303,304.435   MT  0.99990013   +0 01 43.8
 PE1846;UTM  19      - 4,895,502.337   543,247.866   MT  0.99962300   +0 22 39.0
 PE1846
 PE1846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1846!SPC ME E     -   1.00000277  x   0.99990013  =   0.99990290
 PE1846!UTM  19      -   1.00000277  x   0.99962300  =   0.99962577
 PE1846
 PE1846:                Primary Azimuth Mark                     Grid Az
 PE1846:SPC ME E     -  BAR ISLAND 2                             001 14 06.9
 PE1846:UTM  19      -  BAR ISLAND 2                             000 53 11.7
 PE1846
 PE1846|---------------------------------------------------------------------|
 PE1846| PID    Reference Object                     Distance      Geod. Az  |
 PE1846|                                                           dddmmss.s |
 PE1846| PE1920 BAR ISLAND 2                        APPROX. 4.9 KM 0011550.7 |
 PE1846| PE1849 SHIP AND BARGE BEACON               APPROX. 2.7 KM 0541231.9 |
 PE1846| PE1835 BASS HARBOR HEAD LIGHTHOUSE         APPROX. 9.8 KM 0830553.1 |
 PE1846|---------------------------------------------------------------------|
 PE1846
 PE1846                          SUPERSEDED SURVEY CONTROL
 PE1846
 PE1846  NAD 83(1992)-  44 12 41.26962(N)    068 27 31.12469(W) AD(       ) 3
 PE1846  NAD 83(1986)-  44 12 41.27064(N)    068 27 31.12951(W) AD(       ) 3
 PE1846  NAD 27      -  44 12 40.96800(N)    068 27 33.05000(W) AD(       ) 3
 PE1846
 PE1846.Superseded values are not recommended for survey control.
 PE1846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1846.See file dsdata.txt to determine how the superseded data were derived.
 PE1846
 PE1846_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ4324895502(NAD 83)
 PE1846
 PE1846  HISTORY     - Date     Condition        Report By
 PE1846  HISTORY     - 1944     MONUMENTED       CGS
 PE1846
 PE1846                          STATION DESCRIPTION
 PE1846
 PE1846'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1846'STATION IS ON THE EAST SIDE OF EAGLE ISLAND, WHICH IS IN THE
 PE1846'SOUTHWEST PART OF BLUE HILL BAY, ABOUT MIDWAY OF EAST SIDE OF
 PE1846'ISLAND, 8 METERS WEST OF MEAN HIGH WATER LINE, 5 METERS OUTSIDE
 PE1846'TREE LINE AND 2.5 M. N.W. OF BLACK BOULDER (ABOUT 3 FT LONG) ON
 PE1846'LEDGE.  STATION IS A STANDARD TOPOGRAPHIC DISC STAMPED EAGLE
 PE1846'1944.
 PE1846'
 PE1846'APPROXIMATE ELEVATION ABOVE HIGH WATER MARK 3 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1082 ***********************************************************************
 PD1082  DESIGNATION -  EAGLE HILL RESET
 PD1082  PID         -  PD1082
 PD1082  STATE/COUNTY-  ME/WASHINGTON
 PD1082  USGS QUAD   -  PETIT MANAN POINT (1977)
 PD1082
 PD1082                         *CURRENT SURVEY CONTROL
 PD1082  ___________________________________________________________________
 PD1082* NAD 83(1996)-  44 27 33.30141(N)    067 55 44.52341(W)     ADJUSTED  
 PD1082* NAVD 88     -        66.     (meters)     217.     (feet)  SCALED    
 PD1082  ___________________________________________________________________
 PD1082  LAPLACE CORR-           3.86  (seconds)                    DEFLEC99
 PD1082  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 PD1082
 PD1082  HORZ ORDER  -  SECOND
 PD1082
 PD1082.The horizontal coordinates were established by classical geodetic methods
 PD1082.and adjusted by the National Geodetic Survey in March 1998..
 PD1082
 PD1082.The orthometric height was scaled from a topographic map.
 PD1082
 PD1082.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1082
 PD1082.The geoid height was determined by GEOID03.
 PD1082
 PD1082;                    North         East     Units Scale Factor Converg.
 PD1082;SPC ME E     -    88,216.489   345,435.741   MT  0.99992538   +0 23 59.7
 PD1082;UTM  19      - 4,923,440.565   585,198.747   MT  0.99968927   +0 45 00.5
 PD1082
 PD1082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD1082!SPC ME E     -   0.99999339  x   0.99992538  =   0.99991877
 PD1082!UTM  19      -   0.99999339  x   0.99968927  =   0.99968266
 PD1082
 PD1082:                Primary Azimuth Mark                     Grid Az
 PD1082:SPC ME E     -  STEUBEN                                  005 08 39.7
 PD1082:UTM  19      -  STEUBEN                                  004 47 38.9
 PD1082
 PD1082|---------------------------------------------------------------------|
 PD1082| PID    Reference Object                     Distance      Geod. Az  |
 PD1082|                                                           dddmmss.s |
 PD1082| PD1083 STEUBEN                             APPROX. 3.5 KM 0053239.4 |
 PD1082| CE7918 EAGLE HILL RM 1                       4.858 METERS 05150     |
 PD1082| CE7919 EAGLE HILL RM 2                       8.432 METERS 13911     |
 PD1082| PD1077 COREA CHURCH SPIRE                  APPROX. 7.4 KM 2103909.5 |
 PD1082|---------------------------------------------------------------------|
 PD1082
 PD1082                          SUPERSEDED SURVEY CONTROL
 PD1082
 PD1082  NAD 83(1992)-  44 27 33.29914(N)    067 55 44.52568(W) AD(       ) 2
 PD1082  NAD 83(1986)-  44 27 33.29624(N)    067 55 44.52978(W) AD(       ) 2
 PD1082  NAD 27      -  44 27 33.01300(N)    067 55 46.51700(W) AD(       ) 2
 PD1082
 PD1082.Superseded values are not recommended for survey control.
 PD1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1082.See file dsdata.txt to determine how the superseded data were derived.
 PD1082
 PD1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK8519923441(NAD 83)
 PD1082
 PD1082  HISTORY     - Date     Condition        Report By
 PD1082  HISTORY     - 1934     MONUMENTED       CGS
 PD1082  HISTORY     - 1913     SEE DESCRIPTION  CGS
 PD1082  HISTORY     - 1929     SEE DESCRIPTION  MEGS
 PD1082  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PD1082  HISTORY     - 1945     SEE DESCRIPTION  CGS
 PD1082
 PD1082                          STATION DESCRIPTION
 PD1082
 PD1082'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 PD1082'ON THE EASTERN SUMMIT OF THE HILL OF THAT NAME, ON THE W SIDE
 PD1082'OF DYER BAY AND ABOUT 300 METERS FROM THE SHORE.  THE HILL IS
 PD1082'COVERED WITH TIMBER AND BRUSH, BUT AT THE SUMMIT THE GROWTH IS
 PD1082'STUNTED AND NOT THICK, SO THAT BUT LITTLE CUTTING WOULD BE
 PD1082'REQUIRED TO OPEN LINES IN ANY DIRECTION.
 PD1082'
 PD1082'THE STATION IS ON A SLIGHTLY HOLLOWING PLACE ON THE TOP OF A
 PD1082'BARED LEDGE AND ABOUT 4 FEET FROM ITS N, S, AND SE POINTS.  IT
 PD1082'IS MARKED BY A DRILL HOLE SURROUNDED BY A TRIANGLE CUT IN THE
 PD1082'ROCK AND COVERED BY A CAIRN.
 PD1082'
 PD1082'THE MAIN ROAD FROM STEUBEN PASSES ALONG THE W SIDE OF THE HILL
 PD1082'AT A DISTANCE A LITTLE MORE THAN 1/2 MILE FROM THE STATION.
 PD1082
 PD1082                          STATION RECOVERY (1929)
 PD1082
 PD1082'RECOVERY NOTE BY MAINE GEODETIC SURVEY 1929
 PD1082'A CAIRN, PRESUMABLY THE ORIGINAL ONE, WAS FOUND AND ENOUGH OF
 PD1082'IT WAS REMOVED TO EXPOSE THE DRILL HOLE SURROUNDED BY A
 PD1082'TRIANGLE, BOTH IN GOOD CONDITION.  THE CAIRN WAS REPLACED AS
 PD1082'AS NEARLY AS POSSIBLE IN THE CONDITION IT WAS FOUND.  THE HILL
 PD1082'IS COVERED WITH A THICK GROWTH OF TREES AND BUSHES, WHICH MADE
 PD1082'IT RATHER DIFFICULT TO LOCATE THE STATION, AS NO PATH WAS FOUND
 PD1082'LEADING TO IT.  A CONSIDERABLE AMOUNT OF CUTTING WOULD HAVE TO
 PD1082'BE DONE TO OPEN LINES IN ANY DIRECTION.
 PD1082
 PD1082                          STATION RECOVERY (1934)
 PD1082
 PD1082'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PD1082'ON THE HILL BY THAT NAME, ON THE E SIDE OF DYER NECK, ABOUT
 PD1082'1/4 MILE W OF DYER BAY AND MIDWAY BETWEEN PARKER HEAD AND DYER
 PD1082'HARBOR.
 PD1082'
 PD1082'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 PD1082'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 PD1082'
 PD1082'STATION IS ON THE EASTERNMOST OF THE TWO SUMMITS OF THE HILL
 PD1082'ON BARE LEDGE SURROUNDED BY TREES.
 PD1082'
 PD1082'THE TWO REFERENCE MARKS, WERE ESTABLISHED IN THE SURROUNDING LEDGE.
 PD1082'
 PD1082'TO REACH FROM STEUBEN, GO E ON HIGHWAY 1 ABOUT 2 MILES AND
 PD1082'TURN S ON SAME ROAD WHERE HIGHWAY 1 MAKES A LEFT BEND.  FOLLOW
 PD1082'2.3 MILES AND KEEP MAIN LEFT FORK.  CONTINUE 1.3 MILES TO A DIM
 PD1082'WAGON ROAD ON LEFT.  FOLLOW THIS ROAD ON FOOT THRU THE WOODS TO
 PD1082'THE WESTERN SUMMIT OF THE HILL.  FROM HERE THE EASTERN IS
 PD1082'VISIBLE.  CONTINUE E THRU THE BUSHES TO THE EASTERN SUMMIT ON
 PD1082'WHICH THE STATION IS LOCATED.
 PD1082'
 PD1082'A 20-FOOT SIGNAL WAS ERECTED OVER STATION IN 1934.
 PD1082
 PD1082                          STATION RECOVERY (1945)
 PD1082
 PD1082'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (FLP)
 PD1082'STATION AND REFERENCE MARKS RECOVERED IN GOOD
 PD1082'CONDITION.  DESCRIPTION IS ADEQUATE WITH THE FOLLOWING ADDITIONS--
 PD1082'
 PD1082'BRUSH AND TREES HAVE OVERGROWN ALL BUT THE BARE LEDGE ON WHICH
 PD1082'THE STATION IS LOCATED.  ASCENT TO THE STATION CAN BEST BE MADE
 PD1082'FROM THE SW.  DISTANCES TO THE REFERENCE MARKS WERE MEASURED
 PD1082'AND CHECK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2000 ***********************************************************************
 OC2000  DESIGNATION -  EAGLE ISLAND 1955
 OC2000  PID         -  OC2000
 OC2000  STATE/COUNTY-  ME/YORK
 OC2000  USGS QUAD   -  BIDDEFORD POOL (1970)
 OC2000
 OC2000                         *CURRENT SURVEY CONTROL
 OC2000  ___________________________________________________________________
 OC2000* NAD 83(1996)-  43 28 45.50778(N)    070 21 33.20128(W)     ADJUSTED  
 OC2000* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 OC2000  ___________________________________________________________________
 OC2000  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 OC2000  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 OC2000
 OC2000  HORZ ORDER  -  THIRD
 OC2000
 OC2000.The horizontal coordinates were established by classical geodetic methods
 OC2000.and adjusted by the National Geodetic Survey in March 1998..
 OC2000
 OC2000.The orthometric height was scaled from a topographic map.
 OC2000
 OC2000.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2000
 OC2000.The geoid height was determined by GEOID03.
 OC2000
 OC2000;                    North         East     Units Scale Factor Converg.
 OC2000;SPC ME W     -    71,780.650   884,421.918   MT  0.99996965   -0 07 57.0
 OC2000;UTM  19      - 4,814,940.599   390,076.480   MT  0.99974863   -0 56 07.3
 OC2000
 OC2000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2000!SPC ME W     -   1.00000320  x   0.99996965  =   0.99997285
 OC2000!UTM  19      -   1.00000320  x   0.99974863  =   0.99975183
 OC2000
 OC2000:                Primary Azimuth Mark                     Grid Az
 OC2000:SPC ME W     -  WOOD ISLAND LIGHTHOUSE                   135 45 31.9
 OC2000:UTM  19      -  WOOD ISLAND LIGHTHOUSE                   136 33 42.2
 OC2000
 OC2000|---------------------------------------------------------------------|
 OC2000| PID    Reference Object                     Distance      Geod. Az  |
 OC2000|                                                           dddmmss.s |
 OC2000| OC1996 WOOD ISLAND LIGHTHOUSE              APPROX. 3.5 KM 1353734.9 |
 OC2000|---------------------------------------------------------------------|
 OC2000
 OC2000                          SUPERSEDED SURVEY CONTROL
 OC2000
 OC2000  NAD 83(1992)-  43 28 45.50636(N)    070 21 33.20252(W) AD(       ) 3
 OC2000  NAD 83(1986)-  43 28 45.51233(N)    070 21 33.20822(W) AD(       ) 3
 OC2000  NAD 27      -  43 28 45.21100(N)    070 21 35.03100(W) AD(       ) 3
 OC2000
 OC2000.Superseded values are not recommended for survey control.
 OC2000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2000.See file dsdata.txt to determine how the superseded data were derived.
 OC2000
 OC2000_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9007614941(NAD 83)
 OC2000_MARKER: DS = TRIANGULATION STATION DISK
 OC2000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC2000_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC2000
 OC2000  HISTORY     - Date     Condition        Report By
 OC2000  HISTORY     - 1955     MONUMENTED       CGS
 OC2000  HISTORY     - 1979     GOOD             LOCENG
 OC2000
 OC2000                          STATION DESCRIPTION
 OC2000
 OC2000'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (MTP)
 OC2000'STATION IS ON THE HIGHEST KNOLL ON EAGLE ISLAND IN SACO BAY,
 OC2000'MAINE.  ISLAND IS ABOUT 1.3 MILES NORTH EAST OF THE MOUTH OF THE
 OC2000'SACO RIVER.
 OC2000'
 OC2000'STATION IS MARKED BY A STANDARD DISK STAMPED EAGLE ISLAND 1955
 OC2000'AND IS SET IN A SIX INCH SQUARE CONCRETE MONUMENT.
 OC2000'
 OC2000'REFERENCE MARKS ARE ALSO STANDARD DISKS SET IN DRILL HOLES IN
 OC2000'ROCK OUTCROPPINGS.
 OC2000
 OC2000                          STATION RECOVERY (1979)
 OC2000
 OC2000'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979 (DAM)
 OC2000'STATION RECOVERED BY WHITMAN AND HOWARD, INC.
 OC2000'
 OC2000'EAGLE ISLAND 1955 GOOD.
 OC2000'
 OC2000'NOTE--R.M. 1 THE DISC IS GONE BUT THE SHAFT IS STILL IN TACT.
 OC2000'
 OC2000'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2055 ***********************************************************************
 PE2055  DESIGNATION -  EAGLE ISLAND HIGHEST HSE CHIM
 PE2055  PID         -  PE2055
 PE2055  STATE/COUNTY-  ME/HANCOCK
 PE2055  USGS QUAD   -  NORTH HAVEN EAST (1982)
 PE2055
 PE2055                         *CURRENT SURVEY CONTROL
 PE2055  ___________________________________________________________________
 PE2055* NAD 83(1996)-  44 13 00.47665(N)    068 46 11.03594(W)     ADJUSTED  
 PE2055* NAVD 88     -                                                        
 PE2055  ___________________________________________________________________
 PE2055  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 PE2055  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 PE2055
 PE2055  HORZ ORDER  -  THIRD
 PE2055
 PE2055.The horizontal coordinates were established by classical geodetic methods
 PE2055.and adjusted by the National Geodetic Survey in March 1998..
 PE2055
 PE2055
 PE2055.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2055
 PE2055.The geoid height was determined by GEOID03.
 PE2055
 PE2055;                    North         East     Units Scale Factor Converg.
 PE2055;SPC ME E     -    61,155.087   278,446.893   MT  0.99990571   -0 11 17.2
 PE2055;UTM  19      - 4,895,978.471   518,394.160   MT  0.99960416   +0 09 38.1
 PE2055
 PE2055                          SUPERSEDED SURVEY CONTROL
 PE2055
 PE2055  NAD 83(1992)-  44 13 00.48192(N)    068 46 11.01521(W) AD(       ) 4
 PE2055  NAD 83(1986)-  44 13 00.49137(N)    068 46 11.01328(W) AD(       ) 4
 PE2055  NAD 27      -  44 13 00.19000(N)    068 46 12.94000(W) AD(       ) 3
 PE2055
 PE2055.Superseded values are not recommended for survey control.
 PE2055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2055.See file dsdata.txt to determine how the superseded data were derived.
 PE2055
 PE2055_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ1839495978(NAD 83)
 PE2055
 PE2055  HISTORY     - Date     Condition        Report By
 PE2055  HISTORY     - UNK      MONUMENTED
 PE2055  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2055
 PE2055                          STATION DESCRIPTION
 PE2055
 PE2055'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2055'COMPLETE NEW DESCRIPTION--
 PE2055'
 PE2055'THE STATION WAS LOCATED AS THE RED BRICK CHIMNEY IN THE CENTER
 PE2055'OF A WHITE BOX-LIKE HOUSE SITUATED ON HIGHEST PART OF NE END
 PE2055'OF EAGLE ISLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1533 ***********************************************************************
 OC1533  DESIGNATION -  EAGLE ISLAND HOUSE CHIMNEY
 OC1533  PID         -  OC1533
 OC1533  STATE/COUNTY-  ME/CUMBERLAND
 OC1533  USGS QUAD   -  SOUTH HARPSWELL (1975)
 OC1533
 OC1533                         *CURRENT SURVEY CONTROL
 OC1533  ___________________________________________________________________
 OC1533* NAD 83(1996)-  43 42 44.37702(N)    070 03 07.08925(W)     ADJUSTED  
 OC1533* NAVD 88     -                                                        
 OC1533  ___________________________________________________________________
 OC1533  LAPLACE CORR-           2.82  (seconds)                    DEFLEC99
 OC1533  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 OC1533
 OC1533  HORZ ORDER  -  THIRD
 OC1533
 OC1533.The horizontal coordinates were established by classical geodetic methods
 OC1533.and adjusted by the National Geodetic Survey in March 1998..
 OC1533
 OC1533
 OC1533.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1533
 OC1533.The geoid height was determined by GEOID03.
 OC1533
 OC1533;                    North         East     Units Scale Factor Converg.
 OC1533;SPC ME W     -    97,657.620   909,243.469   MT  0.99996772   +0 04 45.3
 OC1533;UTM  19      - 4,840,460.091   415,252.640   MT  0.99968834   -0 43 37.2
 OC1533
 OC1533                          SUPERSEDED SURVEY CONTROL
 OC1533
 OC1533  NAD 83(1992)-  43 42 44.37500(N)    070 03 07.08948(W) AD(       ) 4
 OC1533  NAD 83(1986)-  43 42 44.38089(N)    070 03 07.09475(W) AD(       ) 4
 OC1533  NAD 27      -  43 42 44.07900(N)    070 03 08.92000(W) AD(       ) 3
 OC1533
 OC1533.Superseded values are not recommended for survey control.
 OC1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1533.See file dsdata.txt to determine how the superseded data were derived.
 OC1533
 OC1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ1525340460(NAD 83)
 OC1533
 OC1533  HISTORY     - Date     Condition        Report By
 OC1533  HISTORY     - 1933     MONUMENTED       CGS
 OC1533  HISTORY     - 1941     SEE DESCRIPTION  CGS
 OC1533
 OC1533                          STATION DESCRIPTION
 OC1533
 OC1533'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1533'STATION IS ON EAGLE ISLAND, WHICH IS W - SW OF HASKELL ISLAND,
 OC1533'E OF BROAD SOUND AND ABOUT 4-3/4 MILES NNW OF HALFWAY ROCK
 OC1533'LIGHTHOUSE.
 OC1533'
 OC1533'THE HOUSE IS ON THE EXTREME N END OF THE ISLAND AND IS THE
 OC1533'ONLY LARGE HOUSE ON IT.  THE HOUSE BELONGS TO THE ESTATE OF THE
 OC1533'LATE ADMIRAL PEARY OF ARCTIC EXPLORING FAME.
 OC1533
 OC1533                          STATION RECOVERY (1941)
 OC1533
 OC1533'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FLP)
 OC1533'RECOVERED AS DESCRIBED IN 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2056 ***********************************************************************
 PE2056  DESIGNATION -  EAGLE ISLAND LIGHTHOUSE
 PE2056  PID         -  PE2056
 PE2056  STATE/COUNTY-  ME/HANCOCK
 PE2056  USGS QUAD   -  NORTH HAVEN EAST (1982)
 PE2056
 PE2056                         *CURRENT SURVEY CONTROL
 PE2056  ___________________________________________________________________
 PE2056* NAD 83(1996)-  44 13 03.53386(N)    068 46 03.99654(W)     ADJUSTED  
 PE2056* NAVD 88     -        28.     (meters)      92.     (feet)  SCALED    
 PE2056  ___________________________________________________________________
 PE2056  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 PE2056  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 PE2056
 PE2056  HORZ ORDER  -  THIRD
 PE2056
 PE2056.The horizontal coordinates were established by classical geodetic methods
 PE2056.and adjusted by the National Geodetic Survey in March 1998..
 PE2056
 PE2056.The orthometric height was scaled from a topographic map.
 PE2056
 PE2056.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2056
 PE2056.The geoid height was determined by GEOID03.
 PE2056
 PE2056;                    North         East     Units Scale Factor Converg.
 PE2056;SPC ME E     -    61,248.929   278,603.447   MT  0.99990563   -0 11 12.3
 PE2056;UTM  19      - 4,896,073.236   518,550.093   MT  0.99960423   +0 09 43.0
 PE2056
 PE2056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2056!SPC ME E     -   0.99999954  x   0.99990563  =   0.99990517
 PE2056!UTM  19      -   0.99999954  x   0.99960423  =   0.99960377
 PE2056
 PE2056:                Primary Azimuth Mark                     Grid Az
 PE2056:SPC ME E     -  DEER ISLAND THOROFARE LH                 151 01 38.1
 PE2056:UTM  19      -  DEER ISLAND THOROFARE LH                 150 40 42.8
 PE2056
 PE2056|---------------------------------------------------------------------|
 PE2056| PID    Reference Object                     Distance      Geod. Az  |
 PE2056|                                                           dddmmss.s |
 PE2056| PE2041 DEER ISLAND THOROFARE LH            APPROX.10.6 KM 1505025.8 |
 PE2056| PE2119 WRECK LONG LEDGE CAPE ROSIER        APPROX.16.3 KM 3341405.8 |
 PE2056|---------------------------------------------------------------------|
 PE2056
 PE2056                          SUPERSEDED SURVEY CONTROL
 PE2056
 PE2056  NAD 83(1992)-  44 13 03.53947(N)    068 46 03.97580(W) AD(       ) 3
 PE2056  NAD 83(1986)-  44 13 03.54513(N)    068 46 03.97834(W) AD(       ) 3
 PE2056  NAD 27      -  44 13 03.24200(N)    068 46 05.88200(W) AD(       ) 3
 PE2056
 PE2056.Superseded values are not recommended for survey control.
 PE2056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2056.See file dsdata.txt to determine how the superseded data were derived.
 PE2056
 PE2056_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ1855096073(NAD 83)
 PE2056_MARKER: 13 = LIGHTHOUSE
 PE2056_SETTING: 0 = UNSPECIFIED SETTING
 PE2056_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2056
 PE2056  HISTORY     - Date     Condition        Report By
 PE2056  HISTORY     - UNK      FIRST OBSERVED
 PE2056  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2056  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2056  HISTORY     - 1983     GOOD             USPSQD
 PE2056  HISTORY     - 1983     GOOD             NOS
 PE2056
 PE2056                          STATION DESCRIPTION
 PE2056
 PE2056'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2056'THIS INTERSECTION STATION IS THE CENTER OF THE LIGHT ON THE
 PE2056'N END OF EAGLE ISLAND, WHICH LIES IN E PENOBSCOT BAY ABOUT 2
 PE2056'MILES W OF DUNHAM POINT ON DEER ISLE.  THE POSITION WAS CHECKED
 PE2056'BY OBSERVATIONS.
 PE2056
 PE2056                          STATION RECOVERY (1943)
 PE2056
 PE2056'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2056'STATION WAS RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION--
 PE2056'
 PE2056'THE LIGHT IS ON A WHITE TOWER ATTACHED TO BUILDING ABOUT 106
 PE2056'FEET ABOVE WATER.
 PE2056
 PE2056                          STATION RECOVERY (1983)
 PE2056
 PE2056'RECOVERY NOTE BY US POWER SQUADRON 1983 (ELG)
 PE2056'STATION RECOVERED GOOD.
 PE2056'
 PE2056'STATION WAS RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGE--THE
 PE2056'KEEPERS HOUSE THAT WAS ATTACHED TO THE TOWER HAS BEEN TORN DOWN.
 PE2056
 PE2056                          STATION RECOVERY (1983)
 PE2056
 PE2056'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1983 (CSM)
 PE2056'THE LIGHTHOUSE WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1694 ***********************************************************************
 PE1694  DESIGNATION -  EAGLE MT
 PE1694  PID         -  PE1694
 PE1694  STATE/COUNTY-  ME/HANCOCK
 PE1694  USGS QUAD   -  ALLIGATOR LAKE (1987)
 PE1694
 PE1694                         *CURRENT SURVEY CONTROL
 PE1694  ___________________________________________________________________
 PE1694* NAD 83(1996)-  44 59 10.39384(N)    068 12 30.83799(W)     ADJUSTED  
 PE1694* NAVD 88     -       329.     (meters)    1079.     (feet)  SCALED    
 PE1694  ___________________________________________________________________
 PE1694  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 PE1694  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 PE1694
 PE1694  HORZ ORDER  -  THIRD
 PE1694
 PE1694.The horizontal coordinates were established by classical geodetic methods
 PE1694.and adjusted by the National Geodetic Survey in March 1998..
 PE1694
 PE1694.The orthometric height was scaled from a topographic map.
 PE1694
 PE1694.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1694
 PE1694.The geoid height was determined by GEOID03.
 PE1694
 PE1694;                    North         East     Units Scale Factor Converg.
 PE1694;SPC ME E     -   146,653.657   322,981.849   MT  0.99990649   +0 12 21.7
 PE1694;UTM  19      - 4,981,724.315   562,392.050   MT  0.99964787   +0 33 34.2
 PE1694
 PE1694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1694!SPC ME E     -   0.99995222  x   0.99990649  =   0.99985872
 PE1694!UTM  19      -   0.99995222  x   0.99964787  =   0.99960011
 PE1694
 PE1694:                Primary Azimuth Mark                     Grid Az
 PE1694:SPC ME E     -  PEAKED MOUNT 1856                        228 56 43.4
 PE1694:UTM  19      -  PEAKED MOUNT 1856                        228 35 30.9
 PE1694
 PE1694|---------------------------------------------------------------------|
 PE1694| PID    Reference Object                     Distance      Geod. Az  |
 PE1694|                                                           dddmmss.s |
 PE1694| PE1750 PEAKED MOUNT 1856                   APPROX.26.7 KM 2290905.1 |
 PE1694|---------------------------------------------------------------------|
 PE1694
 PE1694                          SUPERSEDED SURVEY CONTROL
 PE1694
 PE1694  NAD 83(1992)-  44 59 10.39279(N)    068 12 30.83517(W) AD(       ) 3
 PE1694  NAD 83(1986)-  44 59 10.39279(N)    068 12 30.83728(W) AD(       ) 3
 PE1694  NAD 27      -  44 59 10.14629(N)    068 12 32.77239(W) AD(       ) 3
 PE1694
 PE1694.Superseded values are not recommended for survey control.
 PE1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1694.See file dsdata.txt to determine how the superseded data were derived.
 PE1694
 PE1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK6239281724(NAD 83)
 PE1694_MARKER: DD = SURVEY DISK
 PE1694_SETTING: 66 = SET IN ROCK OUTCROP
 PE1694_SP_SET: SET IN ROCK OUTCROP
 PE1694_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE1694_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1694+STABILITY: POSITION/ELEVATION WELL
 PE1694
 PE1694  HISTORY     - Date     Condition        Report By
 PE1694  HISTORY     - 1928     MONUMENTED       USGS
 PE1694
 PE1694                          STATION DESCRIPTION
 PE1694
 PE1694'DESCRIBED BY US GEOLOGICAL SURVEY 1928 (BHY)
 PE1694'LOCATED IN N. PART OF T. 34, ON HIGHEST PART OF EAGLE MOUNTAIN ALSO
 PE1694'KNOWN AS BLACK CAP, AND FIFTH LAKE MOUNTAIN, ABOUT 5.0 MI NE. OF
 PE1694'GREAT POND POST OFFICE, AND ABOUT 1.0 MI SW. OF EAGLE, OR FIFTH LAKE,
 PE1694'MOUNTAIN HAS SPARSE GROWTH OF TIMBER ON TOP WITH SEVERAL PROMINENT
 PE1694'DEAD PINE SNAGS.
 PE1694'
 PE1694'TO REACH STATION TAKE TOTE RD. FROM GREAT POND BY WAY OF OUTLET OF
 PE1694'ALLIGATOR POND, THE RD. PASSES OVER W. SLOPE OF MOUNTAIN ABOUT 0.5 MI
 PE1694'FROM TOP.
 PE1694'
 PE1694'STATION MARK-  STANDARD DISK IN GRANITE OUTCROP NEAR S. EDGE OF
 PE1694'HIGHEST PART OF MOUNTAIN, AND STAMPED---Y 1928---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0623 ***********************************************************************
 PD0623  DESIGNATION -  EAST
 PD0623  PID         -  PD0623
 PD0623  STATE/COUNTY-  ME/WASHINGTON
 PD0623  USGS QUAD   -  EASTPORT (1977)
 PD0623
 PD0623                         *CURRENT SURVEY CONTROL
 PD0623  ___________________________________________________________________
 PD0623* NAD 83(1996)-  44 54 23.57112(N)    066 58 59.00105(W)     ADJUSTED  
 PD0623* NAVD 88     -                                                        
 PD0623  ___________________________________________________________________
 PD0623  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 PD0623  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 PD0623
 PD0623  HORZ ORDER  -  THIRD
 PD0623
 PD0623.The horizontal coordinates were established by classical geodetic methods
 PD0623.and adjusted by the National Geodetic Survey in March 1998..
 PD0623
 PD0623
 PD0623.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0623
 PD0623.The geoid height was determined by GEOID03.
 PD0623
 PD0623;                    North         East     Units Scale Factor Converg.
 PD0623;SPC ME E     -   138,878.697   419,788.602   MT  1.00007639   +1 04 15.7
 PD0623;UTM  19      - 4,974,547.969   659,224.406   MT  0.99991175   +1 25 27.0
 PD0623
 PD0623                          SUPERSEDED SURVEY CONTROL
 PD0623
 PD0623  NAD 83(1992)-  44 54 23.56076(N)    066 58 59.00260(W) AD(       ) 3
 PD0623  NAD 83(1986)-  44 54 23.55910(N)    066 58 58.99975(W) AD(       ) 3
 PD0623  NGVD 29 (09/20/87)    5.2    (m)           17.     (f) VERT ANG       
 PD0623
 PD0623.Superseded values are not recommended for survey control.
 PD0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0623.See file dsdata.txt to determine how the superseded data were derived.
 PD0623
 PD0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5922474548(NAD 83)
 PD0623_MARKER: DD = SURVEY DISK
 PD0623_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PD0623+WITH SETTING: PAVEMENT
 PD0623_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0623+STABILITY: SURFACE MOTION
 PD0623
 PD0623  HISTORY     - Date     Condition        Report By
 PD0623  HISTORY     - 1986     MONUMENTED       NOS
 PD0623
 PD0623                          STATION DESCRIPTION
 PD0623
 PD0623'DESCRIBED BY NATIONAL OCEAN SERVICE 1986 (WVH)
 PD0623'THE STATION IS LOCATED IN THE NORTHEAST CORNER OF THE
 PD0623'MUNICIPAL L SHAPED PIER IN EASTPORT, ME
 PD0623'
 PD0623'TO REACH, GO TO THE MUNICIPAL PIER IN EASTPORT
 PD0623'
 PD0623'THE STATION IS A NOS BRONZE DISK STAMPED---8519207---,
 PD0623'CEMENTED IN A DRILL HOLE IN THE PIER FLOOR.
 PD0623'IT IS LOCATED,
 PD0623'METERS (25.1FT) W FROM NE CORNER OF PIER
 PD0623'METERS (17.8FT) E FROM MUSHROOM BOLLARD ON N FACE OF PIER
 PD0623'METERS (3.35FT) S FROM INSIDE EDGE OF N PIER FACE
 PD0623'
 PD0623'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 PD0623'DESCRIBED BY J. G. FREDERICK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2556 ***********************************************************************
 PE2556  DESIGNATION -  EAST
 PE2556  PID         -  PE2556
 PE2556  STATE/COUNTY-  ME/HANCOCK
 PE2556  USGS QUAD   -  CASTINE (1979)
 PE2556
 PE2556                         *CURRENT SURVEY CONTROL
 PE2556  ___________________________________________________________________
 PE2556* NAD 83(1996)-  44 29 46.33251(N)    068 46 30.82677(W)     ADJUSTED  
 PE2556* NAVD 88     -        -1.     (meters)      -3.     (feet)  SCALED    
 PE2556  ___________________________________________________________________
 PE2556  LAPLACE CORR-           3.15  (seconds)                    DEFLEC99
 PE2556  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 PE2556
 PE2556  HORZ ORDER  -  THIRD
 PE2556
 PE2556.The horizontal coordinates were established by classical geodetic methods
 PE2556.and adjusted by the National Geodetic Survey in March 1998..
 PE2556
 PE2556.The orthometric height was scaled from a topographic map.
 PE2556
 PE2556.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2556
 PE2556.The geoid height was determined by GEOID03.
 PE2556
 PE2556;                    North         East     Units Scale Factor Converg.
 PE2556;SPC ME E     -    92,200.643   278,111.873   MT  0.99990589   -0 11 34.4
 PE2556;UTM  19      - 4,927,012.037   517,869.897   MT  0.99960393   +0 09 27.1
 PE2556
 PE2556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2556!SPC ME E     -   1.00000412  x   0.99990589  =   0.99991001
 PE2556!UTM  19      -   1.00000412  x   0.99960393  =   0.99960805
 PE2556
 PE2556                          SUPERSEDED SURVEY CONTROL
 PE2556
 PE2556  NAD 83(1992)-  44 29 46.33300(N)    068 46 30.80876(W) AD(       ) 3
 PE2556  NAD 83(1986)-  44 29 46.32383(N)    068 46 30.82173(W) AD(       ) 3
 PE2556
 PE2556.Superseded values are not recommended for survey control.
 PE2556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2556.See file dsdata.txt to determine how the superseded data were derived.
 PE2556
 PE2556_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1787027012(NAD 83)
 PE2556_MARKER: DD = SURVEY DISK
 PE2556_SETTING: 66 = SET IN ROCK OUTCROP
 PE2556_SP_SET: SET IN BEDROCK
 PE2556_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2556_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE2556+STABILITY: POSITION/ELEVATION WELL
 PE2556
 PE2556  HISTORY     - Date     Condition        Report By
 PE2556  HISTORY     - 1983     MONUMENTED       NOS
 PE2556
 PE2556                          STATION DESCRIPTION
 PE2556
 PE2556'DESCRIBED BY NATIONAL OCEAN SERVICE 1983 (RST)
 PE2556'THE STATION IS LOCATED EAST OF FORT POINT COVE ON THE
 PE2556'SOUTHEAST EDGE OF EASTERN CHANNEL.
 PE2556'
 PE2556'THE STATION IS ON THE EAST SIDE OF THE ENTRANCE TO THE
 PE2556'EASTERN CHANNEL, DIRECTLY ACROSS THE RIVER FROM THE SANDY
 PE2556'POINT CHURCH.  EAST ACROSS THE CHANNEL FROM THE
 PE2556'SOUTH TIP OF VERONA ISLAND.  SET IN A WHITE TOP ROCK.
 PE2556'
 PE2556'THE STATION IS A PLAIN 5 CM DIAMETER BRONZE DISK STAMPED,
 PE2556'---EAST 1982---, SET FLUSH IN THE TOP OF A 1.2 METER BY
 PE2556'1.8 METER ROCK AT THE EDGE OF THE BANK.
 PE2556'IT IS LOCATED
 PE2556'
 PE2556'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.45 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0279 ***********************************************************************
 OB0279  DESIGNATION -  EAST 1945
 OB0279  PID         -  OB0279
 OB0279  STATE/COUNTY-  ME/KNOX
 OB0279  USGS QUAD   -  MATINICUS (1973)
 OB0279
 OB0279                         *CURRENT SURVEY CONTROL
 OB0279  ___________________________________________________________________
 OB0279* NAD 83(1996)-  43 53 32.84746(N)    068 44 00.43475(W)     ADJUSTED  
 OB0279* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 OB0279  ___________________________________________________________________
 OB0279  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 OB0279  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 OB0279
 OB0279  HORZ ORDER  -  THIRD
 OB0279
 OB0279.The horizontal coordinates were established by classical geodetic methods
 OB0279.and adjusted by the National Geodetic Survey in March 1998..
 OB0279
 OB0279.The orthometric height was scaled from a topographic map.
 OB0279
 OB0279.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0279
 OB0279.The geoid height was determined by GEOID03.
 OB0279
 OB0279;                    North         East     Units Scale Factor Converg.
 OB0279;SPC ME E     -    25,111.152   281,243.621   MT  0.99990433   -0 09 42.7
 OB0279;UTM  19      - 4,859,962.984   521,408.646   MT  0.99960564   +0 11 05.3
 OB0279
 OB0279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0279!SPC ME E     -   1.00000204  x   0.99990433  =   0.99990637
 OB0279!UTM  19      -   1.00000204  x   0.99960564  =   0.99960768
 OB0279
 OB0279:                Primary Azimuth Mark                     Grid Az
 OB0279:SPC ME E     -  SADDLEBACK LEDGE LIGHTHOUSE              002 32 06.3
 OB0279:UTM  19      -  SADDLEBACK LEDGE LIGHTHOUSE              002 11 18.3
 OB0279
 OB0279|---------------------------------------------------------------------|
 OB0279| PID    Reference Object                     Distance      Geod. Az  |
 OB0279|                                                           dddmmss.s |
 OB0279| PE2036 SADDLEBACK LEDGE LIGHTHOUSE         APPROX.13.6 KM 0022223.6 |
 OB0279| OB0281 SEAL ISLAND 1913                    APPROX. 1.6 KM 2364259.2 |
 OB0279|---------------------------------------------------------------------|
 OB0279
 OB0279                          SUPERSEDED SURVEY CONTROL
 OB0279
 OB0279  NAD 83(1992)-  43 53 32.85712(N)    068 44 00.41232(W) AD(       ) 3
 OB0279  NAD 83(1986)-  43 53 32.85789(N)    068 44 00.42373(W) AD(       ) 3
 OB0279  NAD 27      -  43 53 32.54000(N)    068 44 02.35000(W) AD(       ) 3
 OB0279
 OB0279.Superseded values are not recommended for survey control.
 OB0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0279.See file dsdata.txt to determine how the superseded data were derived.
 OB0279
 OB0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ2140959963(NAD 83)
 OB0279
 OB0279  HISTORY     - Date     Condition        Report By
 OB0279  HISTORY     - 1945     MONUMENTED       CGS
 OB0279
 OB0279                          STATION DESCRIPTION
 OB0279
 OB0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (LPR)
 OB0279'STATION IS LOCATED NEAR THE EXTREME N PART OF SEAL ISLAND, ON A
 OB0279'BARE ROCKY KNOLL.  IT IS ON THE CREST OF A RIDGE RUNNING NE-SW
 OB0279'AND IS NEAR THE S END OF THE ROCKY GROUND.
 OB0279'
 OB0279'STATION MARK IS SET IN A LARGE, ROUNDED, SMOOTH GRANITE
 OB0279'OUTCROPPING.  IT IS A BRONZE DISK STAMPED EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0405 ***********************************************************************
 QF0405  DESIGNATION -  EAST ABUTMENT IBC 1911
 QF0405  PID         -  QF0405
 QF0405  STATE/COUNTY-  ME/WASHINGTON
 QF0405  USGS QUAD   -  VANCEBORO (1988)
 QF0405
 QF0405                         *CURRENT SURVEY CONTROL
 QF0405  ___________________________________________________________________
 QF0405* NAD 83(1996)-  45 33 50.73412(N)    067 25 37.97037(W)     ADJUSTED  
 QF0405* NAVD 88     -       119.     (meters)     390.     (feet)  SCALED    
 QF0405  ___________________________________________________________________
 QF0405  LAPLACE CORR-           2.75  (seconds)                    DEFLEC99
 QF0405  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 QF0405
 QF0405  HORZ ORDER  -  THIRD
 QF0405
 QF0405.The horizontal coordinates were established by classical geodetic methods
 QF0405.and adjusted by the National Geodetic Survey in March 1998..
 QF0405
 QF0405.The orthometric height was scaled from a topographic map.
 QF0405
 QF0405.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0405
 QF0405.The geoid height was determined by GEOID03.
 QF0405
 QF0405;                    North         East     Units Scale Factor Converg.
 QF0405;SPC ME E     -   211,388.826   383,743.230   MT  0.99998619   +0 45 57.8
 QF0405;UTM  19      - 5,046,820.069   622,736.969   MT  0.99978521   +1 07 23.4
 QF0405
 QF0405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0405!SPC ME E     -   0.99998508  x   0.99998619  =   0.99997127
 QF0405!UTM  19      -   0.99998508  x   0.99978521  =   0.99977029
 QF0405
 QF0405|---------------------------------------------------------------------|
 QF0405| PID    Reference Object                     Distance      Geod. Az  |
 QF0405|                                                           dddmmss.s |
 QF0405| QF0633 REFERENCE MON 127 ECC               112.418 METERS 00249     |
 QF0405| QF0564 HARTLEY IBC                         135.159 METERS 06517     |
 QF0405| QF0634 VANCEBORO BENCH MARK V3              48.520 METERS 23946     |
 QF0405| QF0411 WEST ABUTMENT IBC                    48.200 METERS 24335     |
 QF0405| QF0593 VANCEBORO SCH FLGSTF IBC            367.557 METERS 30206     |
 QF0405| QF0590 REFERENCE MON 129                   226.688 METERS 30428     |
 QF0405|---------------------------------------------------------------------|
 QF0405
 QF0405                          SUPERSEDED SURVEY CONTROL
 QF0405
 QF0405  NAD 83(1992)-  45 33 50.72964(N)    067 25 37.96759(W) AD(       ) 3
 QF0405  NAD 83(1986)-  45 33 50.73394(N)    067 25 37.97741(W) AD(       ) 3
 QF0405  NAD 27      -  45 33 50.49937(N)    067 25 39.96889(W) AD(       ) 3
 QF0405
 QF0405.Superseded values are not recommended for survey control.
 QF0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0405.See file dsdata.txt to determine how the superseded data were derived.
 QF0405
 QF0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2273746820(NAD 83)
 QF0405_MARKER: DD = SURVEY DISK
 QF0405_SETTING: 0 = UNSPECIFIED SETTING
 QF0405_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QF0405
 QF0405  HISTORY     - Date     Condition        Report By
 QF0405  HISTORY     - 1911     MONUMENTED       IBC
 QF0405  HISTORY     - 1946     SEE DESCRIPTION  IBC
 QF0405
 QF0405                          STATION DESCRIPTION
 QF0405
 QF0405'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JEM)
 QF0405'ON THE EAST ABUTMENT OF THE CANADIAN PACIFIC RAILWAY BRIDGE ACROSS
 QF0405'THE ST CROIX RIVER, AT ST CROIX, NEW BRUNSWICK.  THE STATION IS ON
 QF0405'THE NORTH SIDE OF THE RAILWAY ON THE TOP SURFACE OF THE ABUTMENT WALL.
 QF0405'
 QF0405'STATION MARK--A BRONZE DISK MARKED---U.S. AND C.B. SURVEY---SET IN A
 QF0405'DRILL HOLE IN THE MASONRY.
 QF0405
 QF0405                          STATION RECOVERY (1946)
 QF0405
 QF0405'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF0405'REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2610 ***********************************************************************
 OC2610  DESIGNATION -  EAST BALDWIN CORNWALL TANK
 OC2610  PID         -  OC2610
 OC2610  STATE/COUNTY-  ME/CUMBERLAND
 OC2610  USGS QUAD   -  STEEP FALLS (1983)
 OC2610
 OC2610                         *CURRENT SURVEY CONTROL
 OC2610  ___________________________________________________________________
 OC2610* NAD 83(1996)-  43 48 19.38188(N)    070 40 59.12392(W)     ADJUSTED  
 OC2610* NAVD 88     -                                                        
 OC2610  ___________________________________________________________________
 OC2610  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 OC2610  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 OC2610
 OC2610  HORZ ORDER  -  THIRD
 OC2610
 OC2610.The horizontal coordinates were established by classical geodetic methods
 OC2610.and adjusted by the National Geodetic Survey in March 1998..
 OC2610
 OC2610
 OC2610.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2610
 OC2610.The geoid height was determined by GEOID03.
 OC2610
 OC2610;                    North         East     Units Scale Factor Converg.
 OC2610;SPC ME W     -   108,119.837   858,445.861   MT  0.99998790   -0 21 26.9
 OC2610;UTM  19      - 4,851,634.251   364,618.612   MT  0.99982543   -1 09 54.8
 OC2610
 OC2610                          SUPERSEDED SURVEY CONTROL
 OC2610
 OC2610  NAD 83(1992)-  43 48 19.38107(N)    070 40 59.12528(W) AD(       ) 4
 OC2610  NAD 83(1986)-  43 48 19.38832(N)    070 40 59.13046(W) AD(       ) 4
 OC2610  NAD 27      -  43 48 19.11397(N)    070 41 00.91573(W) AD(       ) 3
 OC2610
 OC2610.Superseded values are not recommended for survey control.
 OC2610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2610.See file dsdata.txt to determine how the superseded data were derived.
 OC2610
 OC2610_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ6461951634(NAD 83)
 OC2610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OC2610+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2004
 OC2610
 OC2610  HISTORY     - Date     Condition        Report By
 OC2610  HISTORY     - 1976     MONUMENTED       NGS
 OC2610  HISTORY     - 20040501 GOOD             GEOCAC
 OC2610
 OC2610                          STATION DESCRIPTION
 OC2610
 OC2610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2610'THE STATION IS LOCATED IN THE TOWN OF EAST BALDWIN.  IT IS A
 OC2610'WATER TANK PAINTED GREEN AND ABOUT 100 FEET HIGH.  IT IS OWNED
 OC2610'BY CORNWALL INDUSTRIES.  THE POINT INTERSECTED WAS THE VENT AT
 OC2610'THE TOP.
 OC2610'
 OC2610'DESCRIBED BY GREGORY S. NELSON.
 OC2610
 OC2610                          STATION RECOVERY (2004)
 OC2610
 OC2610'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 OC2610'RECOVERED AS DESCRIBED BUT AS OF THIS DATE, TOWER IS EXTREMELY RUSTY
 OC2610'AND IN NEED OF PAINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1679 ***********************************************************************
 OC1679  DESIGNATION -  EAST BASKET USE 1909
 OC1679  PID         -  OC1679
 OC1679  STATE/COUNTY-  ME/CUMBERLAND
 OC1679  USGS QUAD   -  PORTLAND EAST (1975)
 OC1679
 OC1679                         *CURRENT SURVEY CONTROL
 OC1679  ___________________________________________________________________
 OC1679* NAD 83(1996)-  43 44 01.27209(N)    070 09 58.28019(W)     ADJUSTED  
 OC1679* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 OC1679  ___________________________________________________________________
 OC1679  LAPLACE CORR-           3.64  (seconds)                    DEFLEC99
 OC1679  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 OC1679
 OC1679  HORZ ORDER  -  THIRD
 OC1679
 OC1679.The horizontal coordinates were established by classical geodetic methods
 OC1679.and adjusted by the National Geodetic Survey in March 1998..
 OC1679
 OC1679.The orthometric height was scaled from a topographic map.
 OC1679
 OC1679.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1679
 OC1679.The geoid height was determined by GEOID03.
 OC1679
 OC1679;                    North         East     Units Scale Factor Converg.
 OC1679;SPC ME W     -   100,024.360   900,038.486   MT  0.99996667   +0 00 01.2
 OC1679;UTM  19      - 4,842,955.479   406,084.344   MT  0.99970849   -0 48 22.5
 OC1679
 OC1679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1679!SPC ME W     -   1.00000412  x   0.99996667  =   0.99997079
 OC1679!UTM  19      -   1.00000412  x   0.99970849  =   0.99971261
 OC1679
 OC1679:                Primary Azimuth Mark                     Grid Az
 OC1679:SPC ME W     -  COW RESET                                199 15 55.9
 OC1679:UTM  19      -  COW RESET                                200 04 19.6
 OC1679
 OC1679|---------------------------------------------------------------------|
 OC1679| PID    Reference Object                     Distance      Geod. Az  |
 OC1679|                                                           dddmmss.s |
 OC1679| OC0205 COW RESET                           APPROX. 5.0 KM 1991557.1 |
 OC1679| OC1692 BASKET RESET                        119.056 METERS 24100     |
 OC1679|---------------------------------------------------------------------|
 OC1679
 OC1679                          SUPERSEDED SURVEY CONTROL
 OC1679
 OC1679  NAD 83(1992)-  43 44 01.27037(N)    070 09 58.28062(W) AD(       ) 3
 OC1679  NAD 83(1986)-  43 44 01.27642(N)    070 09 58.28604(W) AD(       ) 3
 OC1679  NAD 27      -  43 44 00.98700(N)    070 10 00.11200(W) AD(       ) 3
 OC1679
 OC1679.Superseded values are not recommended for survey control.
 OC1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1679.See file dsdata.txt to determine how the superseded data were derived.
 OC1679
 OC1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0608442955(NAD 83)
 OC1679
 OC1679  HISTORY     - Date     Condition        Report By
 OC1679  HISTORY     - 1909     MONUMENTED       CGS
 OC1679  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1679  HISTORY     - 1941     SEE DESCRIPTION  CGS
 OC1679
 OC1679                          STATION DESCRIPTION
 OC1679
 OC1679'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1679'STATION IS A PART OF THE U.S.E.D. FIRE CONTROL TRIANGULATION OF
 OC1679'PORTLAND HARBOR.  THE STATION AS FOUND WAS A DRILL HOLE WITHIN
 OC1679'A TRIANGLE ON A LOW LEDGE OF ROCK WHICH FORMS THE MORE SOUTHERLY
 OC1679'OF TWO POINTS ON THE E SIDE OF BASKET ISLAND.  IT IS 14 METERS
 OC1679'FROM THE HIGH-WATER LINE AT THE TIP OF THE POINT.  40 METERS S
 OC1679'OF A LARGE DOUBLE OAK TREE WHICH IS 10 MEETERS FROM HIGH-WATER
 OC1679'LINE.  AND 27 METERS E OF A 24-INCH POPLAR TREE.  BASKET
 OC1679'U.S.E.D. IS 118.90 METERS SW ACROSS A SMALL COVE.
 OC1679'
 OC1679'A STANDARD DISK MARKER WAS PUT IN BUT NO REFERENCE MARK.
 OC1679'
 OC1679'STATION WAS ESTABLISHED BY THE U.S.E. IN 1909.
 OC1679
 OC1679                          STATION RECOVERY (1941)
 OC1679
 OC1679'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FLP)
 OC1679'STATION RECOVERED AS DESCRIBED IN 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0624 ***********************************************************************
 PD0624  DESIGNATION -  EAST BAY
 PD0624  PID         -  PD0624
 PD0624  STATE/COUNTY-  ME/WASHINGTON
 PD0624  USGS QUAD   -  EASTPORT (1977)
 PD0624
 PD0624                         *CURRENT SURVEY CONTROL
 PD0624  ___________________________________________________________________
 PD0624* NAD 83(1996)-  44 55 56.46957(N)    067 06 45.26378(W)     ADJUSTED  
 PD0624* NAVD 88     -         5.2    (meters)      17.     (feet)  VERTCON   
 PD0624  ___________________________________________________________________
 PD0624  LAPLACE CORR-           4.20  (seconds)                    DEFLEC99
 PD0624  GEOID HEIGHT-         -22.67  (meters)                     GEOID03
 PD0624
 PD0624  HORZ ORDER  -  THIRD
 PD0624
 PD0624.The horizontal coordinates were established by classical geodetic methods
 PD0624.and adjusted by the National Geodetic Survey in March 1998..
 PD0624
 PD0624.The NAVD 88 height was computed by applying the VERTCON shift value to
 PD0624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PD0624
 PD0624.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0624
 PD0624.The geoid height was determined by GEOID03.
 PD0624
 PD0624;                    North         East     Units Scale Factor Converg.
 PD0624;SPC ME E     -   141,563.104   409,511.944   MT  1.00004742   +0 58 48.0
 PD0624;UTM  19      - 4,977,168.527   648,933.141   MT  0.99987275   +1 19 59.8
 PD0624
 PD0624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0624!SPC ME E     -   1.00000275  x   1.00004742  =   1.00005017
 PD0624!UTM  19      -   1.00000275  x   0.99987275  =   0.99987550
 PD0624
 PD0624                          SUPERSEDED SURVEY CONTROL
 PD0624
 PD0624  NAD 83(1992)-  44 55 56.45980(N)    067 06 45.26446(W) AD(       ) 3
 PD0624  NAD 83(1986)-  44 55 56.45980(N)    067 06 45.26530(W) AD(       ) 3
 PD0624  NGVD 29 (09/20/87)    5.3    (m)           17.     (f) VERT ANG       
 PD0624
 PD0624.Superseded values are not recommended for survey control.
 PD0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0624.See file dsdata.txt to determine how the superseded data were derived.
 PD0624
 PD0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK4893377169(NAD 83)
 PD0624_MARKER: DD = SURVEY DISK
 PD0624_SETTING: 66 = SET IN ROCK OUTCROP
 PD0624_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 PD0624_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0624_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0624+STABILITY: POSITION/ELEVATION WELL
 PD0624
 PD0624  HISTORY     - Date     Condition        Report By
 PD0624  HISTORY     - 1985     MONUMENTED       NOS
 PD0624
 PD0624                          STATION DESCRIPTION
 PD0624
 PD0624'DESCRIBED BY NATIONAL OCEAN SERVICE 1985 (WVH)
 PD0624'THE STATION IS ON THE WEST SIDE OF EAST BAY ABOUT 0.1 MILE SOUTH
 PD0624'OF RODGERS POINT.
 PD0624'
 PD0624'THE STATION WAS REACHED BY SMALL BOAT FROM EASTPORT.
 PD0624'
 PD0624'THE STATION IS A NOS BRASS DISK STAMPED---EAST BAY 1985---,
 PD0624'CEMENTED IN A DRILL HOLE IN A RED ROCK LEDGE APPROXIMATELY
 PD0624'4 FEET ABOVE HIGH WATER.  IT IS LOCATED, 2.7 METERS (9 FT) WEST
 PD0624'FROM HIGH WATER LINE, 0.9 METER (3 FT) NORTH FROM SOUTH EDGE OF
 PD0624'ROCK LEDGE, 0.9 METER (3 FT) SOUTH FROM NORTH EDGE OF ROCK LEDGE
 PD0624'AND 6.5 METERS (21.5 FT) EAST FROM A 15 INCH SPRUCE TREE WITH
 PD0624'WITNESS SIGN.
 PD0624'
 PD0624'HEIGHT OF LIGHT SHOWN WAS 1.3 METERS ABOVE THE MARK.
 PD0624'
 PD0624'DESCRIBED BY J.G.F.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0689 ***********************************************************************
 PD0689  DESIGNATION -  EAST BEACON
 PD0689  PID         -  PD0689
 PD0689  STATE/COUNTY-  ME/WASHINGTON
 PD0689  USGS QUAD   -  LUBEC (1977)
 PD0689
 PD0689                         *CURRENT SURVEY CONTROL
 PD0689  ___________________________________________________________________
 PD0689* NAD 83(1996)-  44 49 49.69934(N)    066 57 47.14271(W)     ADJUSTED  
 PD0689* NAVD 88     -                                                        
 PD0689  ___________________________________________________________________
 PD0689  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 PD0689  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 PD0689
 PD0689  HORZ ORDER  -  THIRD
 PD0689
 PD0689.The horizontal coordinates were established by classical geodetic methods
 PD0689.and adjusted by the National Geodetic Survey in March 1998..
 PD0689
 PD0689
 PD0689.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0689
 PD0689.The geoid height was determined by GEOID03.
 PD0689
 PD0689;                    North         East     Units Scale Factor Converg.
 PD0689;SPC ME E     -   130,454.976   421,524.847   MT  1.00008155   +1 05 01.2
 PD0689;UTM  19      - 4,966,136.479   661,012.211   MT  0.99991880   +1 26 10.9
 PD0689
 PD0689                          SUPERSEDED SURVEY CONTROL
 PD0689
 PD0689  NAD 83(1992)-  44 49 49.69018(N)    066 57 47.14725(W) AD(       ) 4
 PD0689  NAD 83(1986)-  44 49 49.68644(N)    066 57 47.14737(W) AD(       ) 4
 PD0689  NAD 27      -  44 49 49.39000(N)    066 57 49.23000(W) AD(       ) 3
 PD0689
 PD0689.Superseded values are not recommended for survey control.
 PD0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0689.See file dsdata.txt to determine how the superseded data were derived.
 PD0689
 PD0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK6101266136(NAD 83)
 PD0689
 PD0689  HISTORY     - Date     Condition        Report By
 PD0689  HISTORY     - UNK      MONUMENTED
 PD0689  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0689
 PD0689                          STATION DESCRIPTION
 PD0689
 PD0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0689'STATION LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0353 ***********************************************************************
 OB0353  DESIGNATION -  EAST COVE WHITE HOUSE CHIMNEY
 OB0353  PID         -  OB0353
 OB0353  STATE/COUNTY-  ME/KNOX
 OB0353  USGS QUAD   -  FRIENDSHIP (1973)
 OB0353
 OB0353                         *CURRENT SURVEY CONTROL
 OB0353  ___________________________________________________________________
 OB0353* NAD 83(1996)-  43 57 51.71374(N)    069 18 28.78093(W)     ADJUSTED  
 OB0353* NAVD 88     -                                                        
 OB0353  ___________________________________________________________________
 OB0353  LAPLACE CORR-           2.46  (seconds)                    DEFLEC99
 OB0353  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 OB0353
 OB0353  HORZ ORDER  -  THIRD
 OB0353
 OB0353.The horizontal coordinates were established by classical geodetic methods
 OB0353.and adjusted by the National Geodetic Survey in March 1998..
 OB0353
 OB0353
 OB0353.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0353
 OB0353.The geoid height was determined by GEOID03.
 OB0353
 OB0353;                    North         East     Units Scale Factor Converg.
 OB0353;SPC ME E     -    33,390.933   235,161.449   MT  0.99995169   -0 33 39.4
 OB0353;SPC ME W     -   126,012.481   968,909.817   MT  1.00002505   +0 35 46.0
 OB0353;UTM  19      - 4,867,961.046   475,292.019   MT  0.99960751   -0 12 49.7
 OB0353
 OB0353                          SUPERSEDED SURVEY CONTROL
 OB0353
 OB0353  NAD 83(1992)-  43 57 51.71703(N)    069 18 28.76480(W) AD(       ) 4
 OB0353  NAD 83(1986)-  43 57 51.72158(N)    069 18 28.77131(W) AD(       ) 4
 OB0353  NAD 27      -  43 57 51.44000(N)    069 18 30.52000(W) AD(       ) 3
 OB0353
 OB0353.Superseded values are not recommended for survey control.
 OB0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0353.See file dsdata.txt to determine how the superseded data were derived.
 OB0353
 OB0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ7529267961(NAD 83)
 OB0353
 OB0353  HISTORY     - Date     Condition        Report By
 OB0353  HISTORY     - UNK      MONUMENTED
 OB0353  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0353  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OB0353  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OB0353
 OB0353                          STATION DESCRIPTION
 OB0353
 OB0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0353'THIS STATION IS LOST.
 OB0353
 OB0353                          STATION RECOVERY (1943)
 OB0353
 OB0353'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 OB0353'NO DETAILED ORIGINAL DESCRIPTION.  LISTED AS LOST IN 1934.  A
 OB0353'SEARCH WAS MADE AND A CHIMNEY FOUND IN THE SAME LOCATION.  THE
 OB0353'CHIMNEY IS THE MOST S OF THREE BRICK CHIMNEYS ON THE MAIN SECTION
 OB0353'OF A TWO-STORY WHITE HOUSE ON THE W SIDE OF DAVIS COVE.  ACCORDING
 OB0353'TO INFORMATION FROM THE OWNER, THE ORIGINAL CHIMNEY WAS REPLACED
 OB0353'BY A NEW ONE IN 1943.  THE NEW CHIMNEY IS THE SAME HEIGHT AND IN
 OB0353'EXACTLY THE SAME POSITION AS THE ORIGINAL CHIMNEY.  THIS
 OB0353'CHIMNEY WAS PRICKED FOR AIR PHOTO COMPILATION AND SHOULD BE
 OB0353'VERIFIED BY THAT OFFICE IF CORRECT.  NOTE--VERIFIED.
 OB0353
 OB0353                          STATION RECOVERY (1953)
 OB0353
 OB0353'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (PT)
 OB0353'STATION LOST.  THERE ARE THREE CHIMNEYS LOCATED ON THIS HOUSE
 OB0353'AND NONE APPEAR VERY OLD.  THE ORIGINAL CHIMNEY IS BELIEVED TO
 OB0353'HAVE BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1834 ***********************************************************************
 OC1834  DESIGNATION -  EAST DEERING USE 1909
 OC1834  PID         -  OC1834
 OC1834  STATE/COUNTY-  ME/CUMBERLAND
 OC1834  USGS QUAD   -  PORTLAND WEST (1978)
 OC1834
 OC1834                         *CURRENT SURVEY CONTROL
 OC1834  ___________________________________________________________________
 OC1834* NAD 83(1996)-  43 40 55.45085(N)    070 15 09.45023(W)     ADJUSTED  
 OC1834* NAVD 88     -        14.     (meters)      46.     (feet)  SCALED    
 OC1834  ___________________________________________________________________
 OC1834  LAPLACE CORR-           3.58  (seconds)                    DEFLEC99
 OC1834  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 OC1834
 OC1834  HORZ ORDER  -  THIRD
 OC1834
 OC1834.The horizontal coordinates were established by classical geodetic methods
 OC1834.and adjusted by the National Geodetic Survey in March 1998..
 OC1834
 OC1834.The orthometric height was scaled from a topographic map.
 OC1834
 OC1834.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1834
 OC1834.The geoid height was determined by GEOID03.
 OC1834
 OC1834;                    North         East     Units Scale Factor Converg.
 OC1834;SPC ME W     -    94,293.155   893,069.127   MT  0.99996726   -0 03 33.7
 OC1834;UTM  19      - 4,837,324.312   399,036.796   MT  0.99972538   -0 51 54.7
 OC1834
 OC1834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1834!SPC ME W     -   1.00000194  x   0.99996726  =   0.99996920
 OC1834!UTM  19      -   1.00000194  x   0.99972538  =   0.99972732
 OC1834
 OC1834:                Primary Azimuth Mark                     Grid Az
 OC1834:SPC ME W     -  HALFWAY ROCK 2 RESET                     092 55 56.6
 OC1834:UTM  19      -  HALFWAY ROCK 2 RESET                     093 44 17.6
 OC1834
 OC1834|---------------------------------------------------------------------|
 OC1834| PID    Reference Object                     Distance      Geod. Az  |
 OC1834|                                                           dddmmss.s |
 OC1834| OC1753 HALFWAY ROCK 2 RESET                APPROX. 2.0 KM 0925222.9 |
 OC1834| OC1830 NEW NORTH TUKEY USE                 APPROX. 0.5 KM 2195436.9 |
 OC1834|---------------------------------------------------------------------|
 OC1834
 OC1834                          SUPERSEDED SURVEY CONTROL
 OC1834
 OC1834  NAD 83(1992)-  43 40 55.44948(N)    070 15 09.45122(W) AD(       ) 3
 OC1834  NAD 83(1986)-  43 40 55.45539(N)    070 15 09.45667(W) AD(       ) 3
 OC1834  NAD 27      -  43 40 55.18100(N)    070 15 11.28600(W) AD(       ) 3
 OC1834
 OC1834.Superseded values are not recommended for survey control.
 OC1834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1834.See file dsdata.txt to determine how the superseded data were derived.
 OC1834
 OC1834_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9903737324(NAD 83)
 OC1834
 OC1834  HISTORY     - Date     Condition        Report By
 OC1834  HISTORY     - 1909     MONUMENTED       USE
 OC1834  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1834
 OC1834                          STATION DESCRIPTION
 OC1834
 OC1834'DESCRIBED BY US ENGINEERS 1909
 OC1834'STATION IS ON A HILL IN EAST DEERING ON THE N SIDE OF THE ENTRANCE
 OC1834'TO BACK COVE, PORTLAND HARBOR.  THE STATION IS ON THE SUMMIT AND 8
 OC1834'FEET S OF THE PROLONGATION OF THE S SIDE OF CHESTER STREET AND 23
 OC1834'METERS S OF A SMALL WOODEN COTTAGE.  IT IS MARKED BY A HOLE
 OC1834'DRILLED IN THE ROCK.
 OC1834
 OC1834                          STATION RECOVERY (1933)
 OC1834
 OC1834'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1834'STATION WAS SEARCHED FOR WITHOUT SUCCESS, ALTHOUGH IT PROBABLY STILL
 OC1834'EXISTS AS THE SITE IS NOW COVERED WITH SOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2557 ***********************************************************************
 PE2557  DESIGNATION -  EAST GOOSE ROCK
 PE2557  PID         -  PE2557
 PE2557  STATE/COUNTY-  ME/KNOX
 PE2557  USGS QUAD   -  NORTH HAVEN WEST (1983)
 PE2557
 PE2557                         *CURRENT SURVEY CONTROL
 PE2557  ___________________________________________________________________
 PE2557* NAD 83(1996)-  44 10 59.97648(N)    068 58 46.02160(W)     ADJUSTED  
 PE2557* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 PE2557  ___________________________________________________________________
 PE2557  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 PE2557  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 PE2557
 PE2557  HORZ ORDER  -  THIRD
 PE2557
 PE2557.The horizontal coordinates were established by classical geodetic methods
 PE2557.and adjusted by the National Geodetic Survey in March 1998..
 PE2557
 PE2557.The orthometric height was scaled from a topographic map.
 PE2557
 PE2557.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2557
 PE2557.The geoid height was determined by GEOID03.
 PE2557
 PE2557;                    North         East     Units Scale Factor Converg.
 PE2557;SPC ME E     -    57,512.550   261,667.531   MT  0.99991807   -0 20 03.0
 PE2557;UTM  19      - 4,892,235.078   501,642.461   MT  0.99960003   +0 00 51.6
 PE2557
 PE2557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2557!SPC ME E     -   1.00000258  x   0.99991807  =   0.99992065
 PE2557!UTM  19      -   1.00000258  x   0.99960003  =   0.99960261
 PE2557
 PE2557                          SUPERSEDED SURVEY CONTROL
 PE2557
 PE2557  NAD 83(1992)-  44 10 59.98177(N)    068 58 46.00070(W) AD(       ) 3
 PE2557  NAD 83(1986)-  44 10 59.98855(N)    068 58 46.01075(W) AD(       ) 3
 PE2557
 PE2557.Superseded values are not recommended for survey control.
 PE2557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2557.See file dsdata.txt to determine how the superseded data were derived.
 PE2557
 PE2557_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ0164292235(NAD 83)
 PE2557_MARKER: O = CHISELED CIRCLE
 PE2557_SETTING: 66 = SET IN ROCK OUTCROP
 PE2557_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 PE2557_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2557_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE2557+STABILITY: POSITION/ELEVATION WELL
 PE2557
 PE2557  HISTORY     - Date     Condition        Report By
 PE2557  HISTORY     - 1983     MONUMENTED       NOS
 PE2557
 PE2557                          STATION DESCRIPTION
 PE2557
 PE2557'DESCRIBED BY NATIONAL OCEAN SERVICE 1983 (RST)
 PE2557'THE STATION IS LOCATED ON EAST GOOSE ROCK WHICH IS LOCATED
 PE2557'SOUTHWEST OF LASELL ISLAND IN WEST PENOBSCOT BAY.
 PE2557'
 PE2557'TO REACH THE STATION FROM THE CAMDEN HARBOR NE POINT LIGHT
 PE2557'BY BOAT, GO ESE FOR 3.3 NAUTICAL MILES TO EAST GOOSE ROCK
 PE2557'AND TO THE STATION.
 PE2557'
 PE2557'THE STATION IS LOCATED NEAR THE HIGHEST POINT OF THE ISLAND
 PE2557'IN A ROCK OUTCROP.  THE STATION IS MARKED BY A 1/2 INCH DRILL
 PE2557'HOLE IN THE ROCK OUTCROP.
 PE2557'
 PE2557'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.40 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2429 ***********************************************************************
 PE2429  DESIGNATION -  EAST KENNEBEC BEACON
 PE2429  PID         -  PE2429
 PE2429  STATE/COUNTY-  ME/SAGADAHOC
 PE2429  USGS QUAD   -  RICHMOND (1980)
 PE2429
 PE2429                         *CURRENT SURVEY CONTROL
 PE2429  ___________________________________________________________________
 PE2429* NAD 83(1996)-  44 02 49.42569(N)    069 47 29.32531(W)     ADJUSTED  
 PE2429* NAVD 88     -                                                        
 PE2429  ___________________________________________________________________
 PE2429  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 PE2429  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 PE2429
 PE2429  HORZ ORDER  -  THIRD
 PE2429
 PE2429.The horizontal coordinates were established by classical geodetic methods
 PE2429.and adjusted by the National Geodetic Survey in March 1998..
 PE2429
 PE2429
 PE2429.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2429
 PE2429.The geoid height was determined by GEOID03.
 PE2429
 PE2429;                    North         East     Units Scale Factor Converg.
 PE2429;SPC ME W     -   134,910.883   930,067.562   MT  0.99997778   +0 15 39.1
 PE2429;UTM  19      - 4,877,404.501   436,593.965   MT  0.99964945   -0 33 01.1
 PE2429
 PE2429                          SUPERSEDED SURVEY CONTROL
 PE2429
 PE2429  NAD 83(1992)-  44 02 49.42467(N)    069 47 29.32454(W) AD(       ) 4
 PE2429  NAD 83(1986)-  44 02 49.42995(N)    069 47 29.32949(W) AD(       ) 4
 PE2429  NAD 27      -  44 02 49.16000(N)    069 47 31.18000(W) AD(       ) 3
 PE2429
 PE2429.Superseded values are not recommended for survey control.
 PE2429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2429.See file dsdata.txt to determine how the superseded data were derived.
 PE2429
 PE2429_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3659477405(NAD 83)
 PE2429
 PE2429  HISTORY     - Date     Condition        Report By
 PE2429  HISTORY     - 1868     MONUMENTED       COASUR
 PE2429  HISTORY     - 1949     SEE DESCRIPTION  CGS
 PE2429
 PE2429                          STATION DESCRIPTION
 PE2429
 PE2429'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (ERM)
 PE2429'WHAT IS BELIEVED TO BE THE REMAINS OF THIS TRIANGULATION STATION
 PE2429'WAS NOTED 2.6 FEET E OF THE DRILL HOLE (BEEF (U.S.E.)).  IT IS
 PE2429'THE REMAINS OF AN EMBEDDED WOODEN SPINDLE WITH TWO IRON RODS
 PE2429'PROJECTING 6 INCHES.  THIS FACT, HOWEVER, COULD NOT BE POSITIVELY
 PE2429'VERIFIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1867 ***********************************************************************
 PE1867  DESIGNATION -  EAST LAMOINE GRAY CHURCH SPIRE
 PE1867  PID         -  PE1867
 PE1867  STATE/COUNTY-  ME/HANCOCK
 PE1867  USGS QUAD   -  SALSBURY COVE (1981)
 PE1867
 PE1867                         *CURRENT SURVEY CONTROL
 PE1867  ___________________________________________________________________
 PE1867* NAD 83(1996)-  44 28 02.38478(N)    068 19 13.89313(W)     ADJUSTED  
 PE1867* NAVD 88     -                                                        
 PE1867  ___________________________________________________________________
 PE1867  LAPLACE CORR-           5.23  (seconds)                    DEFLEC99
 PE1867  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 PE1867
 PE1867  HORZ ORDER  -  THIRD
 PE1867
 PE1867.The horizontal coordinates were established by classical geodetic methods
 PE1867.and adjusted by the National Geodetic Survey in March 1998..
 PE1867
 PE1867
 PE1867.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1867
 PE1867.The geoid height was determined by GEOID03.
 PE1867
 PE1867;                    North         East     Units Scale Factor Converg.
 PE1867;SPC ME E     -    88,971.217   314,280.040   MT  0.99990251   +0 07 32.6
 PE1867;UTM  19      - 4,924,004.684   554,046.846   MT  0.99963592   +0 28 33.5
 PE1867
 PE1867                          SUPERSEDED SURVEY CONTROL
 PE1867
 PE1867  NAD 83(1992)-  44 28 02.37815(N)    068 19 13.89096(W) AD(       ) 4
 PE1867  NAD 83(1986)-  44 28 02.37703(N)    068 19 13.89466(W) AD(       ) 4
 PE1867  NAD 27      -  44 28 02.10000(N)    068 19 15.83200(W) AD(       ) 3
 PE1867
 PE1867.Superseded values are not recommended for survey control.
 PE1867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1867.See file dsdata.txt to determine how the superseded data were derived.
 PE1867
 PE1867_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK5404724005(NAD 83)
 PE1867
 PE1867  HISTORY     - Date     Condition        Report By
 PE1867  HISTORY     - 1934     MONUMENTED       CGS
 PE1867  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE1867  HISTORY     - 1956     SEE DESCRIPTION  CGS
 PE1867
 PE1867                          STATION DESCRIPTION
 PE1867
 PE1867'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1867'THE GRAY CHURCH SPIRE IN THE TOWN OF EAST LAMOINE.
 PE1867
 PE1867                          STATION RECOVERY (1944)
 PE1867
 PE1867'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1867'STATION RECOVERED, BUT HAS BEEN DISTURBED.  IN THE WINTER OF
 PE1867'1942-1943, SPIRE SAGGED OUT OF POSITION, AND IN SUMMER OF 1943
 PE1867'SPIRE WAS PUT BACK IN ITS ORIGINAL POSITION.  IT IS THE SAME
 PE1867'SPIRE.
 PE1867'
 PE1867'STATION IS THE ONLY CHURCH IN EAST LAMOINE, LOCATED 12 METERS
 PE1867'N OF STATE ROUTE 184, AND 15 METERS W OF A DIRT ROAD.  CHURCH
 PE1867'IS RECTANGULAR IN SHAPE WITH THE SPIRE OVER THE S GABLE.  SPIRE
 PE1867'IS COVERED WITH NATURAL WOOD SHINGLES, WHICH MAKES IT LOOK
 PE1867'GREY.  IT HAS A BROKEN WEATHER VANE ON TOP.  THE CHURCH HAS A
 PE1867'BRASS NAME PLATE ON FRONT, FIRST BAPTIST CHURCH, ERECTED IN
 PE1867'LAMOINE, BUILT IN 1832, SETH TISDALE, ARCHITECT.  LOCAL
 PE1867'RESIDENTS SAY THAT IT IS NO LONGER A BAPTIST CHURCH.
 PE1867
 PE1867                          STATION RECOVERY (1956)
 PE1867
 PE1867'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 PE1867'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE 1944
 PE1867'DESCRIPTION IS ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0133 ***********************************************************************
 PD0133  DESIGNATION -  EAST MACHIAS MIT
 PD0133  PID         -  PD0133
 PD0133  STATE/COUNTY-  ME/WASHINGTON
 PD0133  USGS QUAD   -  MACHIAS (1977)
 PD0133
 PD0133                         *CURRENT SURVEY CONTROL
 PD0133  ___________________________________________________________________
 PD0133* NAD 83(1986)-  44 44 20.     (N)    067 23 21.     (W)     SCALED    
 PD0133* NAVD 88     -        13.137  (meters)      43.10   (feet)  ADJUSTED  
 PD0133  ___________________________________________________________________
 PD0133  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 PD0133  DYNAMIC HT  -          13.137 (meters)      43.10  (feet)  COMP
 PD0133  MODELED GRAV-     980,596.5   (mgal)                       NAVD 88
 PD0133  OBS GRAVITY -     980,597.9   (mgal)                       GRAV_OBS
 PD0133
 PD0133  VERT ORDER  -  FIRST     CLASS I
 PD0133
 PD0133.The horizontal coordinates were scaled from a topographic map and have
 PD0133.an estimated accuracy of +/- 6 seconds.
 PD0133
 PD0133.The orthometric height was determined by differential leveling
 PD0133.and adjusted by the National Geodetic Survey in June 1991..
 PD0133
 PD0133.The geoid height was determined by GEOID03.
 PD0133
 PD0133.The dynamic height is computed by dividing the NAVD 88
 PD0133.geopotential number by the normal gravity value computed on the
 PD0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0133.degrees latitude (g = 980.6199 gals.).
 PD0133
 PD0133.The modeled gravity was interpolated from observed gravity values.
 PD0133.The observed gravity was obtained from relative gravimeter ties
 PD0133.to the IGSN71 gravity network.
 PD0133
 PD0133;                    North         East    Units  Estimated Accuracy
 PD0133;SPC ME E     -   119,730.      387,970.      MT  (+/- 180 meters Scaled)
 PD0133
 PD0133                          SUPERSEDED SURVEY CONTROL
 PD0133
 PD0133  NGVD 29 (??/??/92)   13.344  (m)           43.78   (f) ADJ UNCH    1 1
 PD0133
 PD0133.Superseded values are not recommended for survey control.
 PD0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0133.See file dsdata.txt to determine how the superseded data were derived.
 PD0133
 PD0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK275552(NAD 83)
 PD0133_MARKER: DD = SURVEY DISK
 PD0133_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PD0133_SP_SET: BRIDGE
 PD0133_STAMPING: EAST MACHIAS 43.90
 PD0133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PD0133
 PD0133  HISTORY     - Date     Condition        Report By
 PD0133  HISTORY     - UNK      MONUMENTED       MIT
 PD0133  HISTORY     - 1966     GOOD             NGS
 PD0133  HISTORY     - 1978     GOOD             NGS
 PD0133  HISTORY     - 1978     GOOD             DMA
 PD0133
 PD0133                          STATION DESCRIPTION
 PD0133
 PD0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PD0133'AT EAST MACHIAS.
 PD0133'AT EAST MACHIAS, 43.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF
 PD0133'THE MAINE CENTRAL RAILROAD FROM THE CENTER OF CROSSING OF U.S.
 PD0133'HIGHWAY 1, AT THE U.S. HIGHWAY 1 BRIDGE OVER EAST MACHIAS RIVER,
 PD0133'15 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET IN TOP
 PD0133'OF THE SOUTHWEST CONCRETE RAILING FOR BRIDGE, 6.4 FEET SOUTHEAST
 PD0133'OF TURN IN RAILING, 135.2 FEET WEST-NORTHWEST OF BENCH MARK
 PD0133'44 (USGS) DESCRIBED, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE
 PD0133'HIGHWAY.
 PD0133
 PD0133                          STATION RECOVERY (1978)
 PD0133
 PD0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PD0133'THIS BENCH MARK HAS BEEN DESIGNATED A BASIC NET A LEVEL LINE
 PD0133'JUNCTION MARK.
 PD0133
 PD0133                          STATION RECOVERY (1978)
 PD0133
 PD0133'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PD0133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2127 ***********************************************************************
 PE2127  DESIGNATION -  EAST NORTHPORT BLACK WATER TK
 PE2127  PID         -  PE2127
 PE2127  STATE/COUNTY-  ME/WALDO
 PE2127  USGS QUAD   -  ISLESBORO (1979)
 PE2127
 PE2127                         *CURRENT SURVEY CONTROL
 PE2127  ___________________________________________________________________
 PE2127* NAD 83(1996)-  44 22 23.36419(N)    068 58 04.94769(W)     ADJUSTED  
 PE2127* NAVD 88     -                                                        
 PE2127  ___________________________________________________________________
 PE2127  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 PE2127  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 PE2127
 PE2127  HORZ ORDER  -  THIRD
 PE2127
 PE2127.The horizontal coordinates were established by classical geodetic methods
 PE2127.and adjusted by the National Geodetic Survey in March 1998..
 PE2127
 PE2127
 PE2127.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2127
 PE2127.The geoid height was determined by GEOID03.
 PE2127
 PE2127;                    North         East     Units Scale Factor Converg.
 PE2127;SPC ME E     -    78,598.662   262,700.012   MT  0.99991710   -0 19 38.3
 PE2127;UTM  19      - 4,913,320.391   502,546.169   MT  0.99960008   +0 01 20.5
 PE2127
 PE2127                          SUPERSEDED SURVEY CONTROL
 PE2127
 PE2127  NAD 83(1992)-  44 22 23.36621(N)    068 58 04.92452(W) AD(       ) 4
 PE2127  NAD 83(1986)-  44 22 23.37164(N)    068 58 04.92262(W) AD(       ) 4
 PE2127  NAD 27      -  44 22 23.08700(N)    068 58 06.80600(W) AD(       ) 3
 PE2127
 PE2127.Superseded values are not recommended for survey control.
 PE2127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2127.See file dsdata.txt to determine how the superseded data were derived.
 PE2127
 PE2127_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK0254613320(NAD 83)
 PE2127_MARKER: 54 = WATER TOWER
 PE2127_SETTING: 0 = UNSPECIFIED SETTING
 PE2127_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2127
 PE2127  HISTORY     - Date     Condition        Report By
 PE2127  HISTORY     - 1934     FIRST OBSERVED   CGS
 PE2127  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE2127  HISTORY     - 1983     GOOD             NOS
 PE2127
 PE2127                          STATION DESCRIPTION
 PE2127
 PE2127'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2127'THIS STATION IS THE CENTER OF THE PROMINENT BLACK WATER TANK
 PE2127'IN THE VICINITY OF E NORTHPORT.
 PE2127
 PE2127                          STATION RECOVERY (1944)
 PE2127
 PE2127'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE2127'STATION RECOVERED IN GOOD CONDITION.  TANK IS NOW PAINTED
 PE2127'SILVER.  IT IS LOCATED SSW OF THE LARGE BRICK HOUSE BELONGING
 PE2127'TO G.E. PINGREE.
 PE2127
 PE2127                          STATION RECOVERY (1983)
 PE2127
 PE2127'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1983 (RST)
 PE2127'THE STATION WAS RECOVERED AS DESCRIBED IN APPARENT GOOD
 PE2127'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1824 ***********************************************************************
 PE1824  DESIGNATION -  EAST SISTER ISLAND
 PE1824  PID         -  PE1824
 PE1824  STATE/COUNTY-  ME/HANCOCK
 PE1824  USGS QUAD   -  BASS HARBOR (1983)
 PE1824
 PE1824                         *CURRENT SURVEY CONTROL
 PE1824  ___________________________________________________________________
 PE1824* NAD 83(1996)-  44 08 41.02061(N)    068 22 12.79467(W)     ADJUSTED  
 PE1824* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 PE1824  ___________________________________________________________________
 PE1824  LAPLACE CORR-           4.28  (seconds)                    DEFLEC99
 PE1824  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 PE1824
 PE1824  HORZ ORDER  -  SECOND
 PE1824
 PE1824.The horizontal coordinates were established by classical geodetic methods
 PE1824.and adjusted by the National Geodetic Survey in March 1998..
 PE1824
 PE1824.The orthometric height was scaled from a topographic map.
 PE1824
 PE1824.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1824
 PE1824.The geoid height was determined by GEOID03.
 PE1824
 PE1824;                    North         East     Units Scale Factor Converg.
 PE1824;SPC ME E     -    53,120.459   310,382.726   MT  0.99990133   +0 05 25.4
 PE1824;UTM  19      - 4,888,140.462   550,369.124   MT  0.99963120   +0 26 19.1
 PE1824
 PE1824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1824!SPC ME E     -   1.00000291  x   0.99990133  =   0.99990424
 PE1824!UTM  19      -   1.00000291  x   0.99963120  =   0.99963411
 PE1824
 PE1824:                Primary Azimuth Mark                     Grid Az
 PE1824:SPC ME E     -  BASS HARBOR HEAD LIGHTHOUSE              016 57 18.1
 PE1824:UTM  19      -  BASS HARBOR HEAD LIGHTHOUSE              016 36 24.4
 PE1824
 PE1824|---------------------------------------------------------------------|
 PE1824| PID    Reference Object                     Distance      Geod. Az  |
 PE1824|                                                           dddmmss.s |
 PE1824| PE1835 BASS HARBOR HEAD LIGHTHOUSE         APPROX. 9.0 KM 0170243.5 |
 PE1824| PE1831 HORSESHOE LEDGE BEACON              APPROX. 4.9 KM 0665257.9 |
 PE1824| CE7920 EAST SISTER ISLAND RM 1               4.602 METERS 15559     |
 PE1824| CE7921 EAST SISTER ISLAND RM 2               4.142 METERS 26104     |
 PE1824| PE1859 PLACENTIA ISLAND                    APPROX. 4.3 KM 3520728.8 |
 PE1824|---------------------------------------------------------------------|
 PE1824
 PE1824                          SUPERSEDED SURVEY CONTROL
 PE1824
 PE1824  NAD 83(1992)-  44 08 41.03176(N)    068 22 12.78451(W) AD(       ) 2
 PE1824  NAD 83(1986)-  44 08 41.03269(N)    068 22 12.79051(W) AD(       ) 2
 PE1824  NAD 27      -  44 08 40.74000(N)    068 22 14.72100(W) AD(       ) 2
 PE1824
 PE1824.Superseded values are not recommended for survey control.
 PE1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1824.See file dsdata.txt to determine how the superseded data were derived.
 PE1824
 PE1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ5036988140(NAD 83)
 PE1824
 PE1824  HISTORY     - Date     Condition        Report By
 PE1824  HISTORY     - 1908     MONUMENTED       CGS
 PE1824  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE1824  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE1824  HISTORY     - 1956     SEE DESCRIPTION  CGS
 PE1824
 PE1824                          STATION DESCRIPTION
 PE1824
 PE1824'DESCRIBED BY COAST AND GEODETIC SURVEY 1908 (NHH)
 PE1824'ON THE NE PART OF EAST SISTER ISLAND, ABOUT A MILE SSE OF
 PE1824'EAST POINT OF SWAN ISLAND AND 2 MILES SW OF BLACK ISLAND.
 PE1824'
 PE1824'THE STATION IS ABOUT 10 FEET FROM THE EDGE OF THE WOODS AND
 PE1824'ABOUT 3 FEET N OF THE WESTERN END OF A FAIRLY CONSPICUOUS
 PE1824'SEAM IN THE ROCKS RUNNING E AND W AND IS 4 OR 5 FEET HIGHER THAN
 PE1824'THE SURROUNDING BOULDERS.  IT IS A HOLE DRILLED IN A ROCK.
 PE1824
 PE1824                          STATION RECOVERY (1934)
 PE1824
 PE1824'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1824'THIS STATION FOUND AS DESCRIBED.  THE STATION IS ABOUT 3 METERS
 PE1824'FROM THE EDGE OF THE WOODS AND ABOUT 3 FEET N OF THE WESTERN
 PE1824'END OF A FAIRLY CONSPICUOUS SEAM IN THE ROCK RUNNING E AND W
 PE1824'AND IS 4 OR 5 FEET HIGHER THAN THE SURROUNDING BOULDERS.  IT IS
 PE1824'A HOLE DRILLED IN A ROCK.  A DRILL HOLE FILLED WITH LEAD WAS
 PE1824'FOUND WNW OF THE STATION OF WHICH THERE IS NO MENTION IN THE
 PE1824'ORIGINAL STATION DESCRIPTION.
 PE1824'
 PE1824'TWO NEW REFERENCE MARKS, STANDARD BRONZE DISKS WEDGED IN DRILL
 PE1824'HOLES IN OUTCROPPING BEDROCK, WERE PLACED AS FOLLOWS--NO. 1, IS
 PE1824'SSE OF THE STATION ON A HIGH FLAT LEDGE AND NO. 2 IS W OF THE
 PE1824'STATION, ON ANOTHER FLAT LEDGE, 1 FOOT FROM THE TREE LINE.
 PE1824
 PE1824                          STATION RECOVERY (1944)
 PE1824
 PE1824'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1824'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  DISTANCES
 PE1824'TO REFERENCE MARKS CHECKED.  STATION MARK IS A COOPER
 PE1824'BOLT SET IN A DRILL HOLE AND NOT A DRILL HOLE AS GIVEN IN THE
 PE1824'RECOVERY OF K.G.C. IN 1934.  DESCRIPTION IS ADEQUATE, EXCEPT
 PE1824'STATION IS ABOUT 270 METERS FROM THE N TIP OF THE ISLAND.
 PE1824
 PE1824                          STATION RECOVERY (1956)
 PE1824
 PE1824'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 PE1824'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE REFERENCE
 PE1824'DRILL HOLE WERE RECOVERED IN GOOD CONDITION.  THE DISTANCES TO
 PE1824'THE REFERENCE MARKS AND BETWEEN THE MARKS WERE VERIFIED.  THE
 PE1824'1934 RECOVERY NOTE BY K.G.C. IS ADEQUATE WITH THE FOLLOWING
 PE1824'ADDITIONS--
 PE1824'
 PE1824'THE STATION MARK IS A COPPER BOLT SET IN THE LEDGE OUTCROP.
 PE1824'
 PE1824'REFERENCE MARKS 1 AND 2 ARE STANDARD DISKS STAMPED EAST SISTER
 PE1824'ISLAND 1908 1934 NO 1 AND EAST SISTER ISLAND 1908 1934 NO 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0508 ***********************************************************************
 OB0508  DESIGNATION -  EAST TELEGRAPH POLE
 OB0508  PID         -  OB0508
 OB0508  STATE/COUNTY-  ME/SAGADAHOC
 OB0508  USGS QUAD   -  BATH (1980)
 OB0508
 OB0508                         *CURRENT SURVEY CONTROL
 OB0508  ___________________________________________________________________
 OB0508* NAD 83(1996)-  43 57 05.48726(N)    069 48 51.20590(W)     ADJUSTED  
 OB0508* NAVD 88     -                                                        
 OB0508  ___________________________________________________________________
 OB0508  LAPLACE CORR-           2.44  (seconds)                    DEFLEC99
 OB0508  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 OB0508
 OB0508  HORZ ORDER  -  THIRD
 OB0508
 OB0508.The horizontal coordinates were established by classical geodetic methods
 OB0508.and adjusted by the National Geodetic Survey in March 1998..
 OB0508
 OB0508
 OB0508.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0508
 OB0508.The geoid height was determined by GEOID03.
 OB0508
 OB0508;                    North         East     Units Scale Factor Converg.
 OB0508;SPC ME W     -   124,287.692   928,290.165   MT  0.99997651   +0 14 40.6
 OB0508;UTM  19      - 4,866,810.970   434,667.115   MT  0.99965250   -0 33 54.5
 OB0508
 OB0508                          SUPERSEDED SURVEY CONTROL
 OB0508
 OB0508  NAD 83(1992)-  43 57 05.48628(N)    069 48 51.20471(W) AD(       ) 4
 OB0508  NAD 83(1986)-  43 57 05.49171(N)    069 48 51.20989(W) AD(       ) 4
 OB0508  NAD 27      -  43 57 05.20000(N)    069 48 53.03000(W) AD(       ) 3
 OB0508
 OB0508.Superseded values are not recommended for survey control.
 OB0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0508.See file dsdata.txt to determine how the superseded data were derived.
 OB0508
 OB0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3466766811(NAD 83)
 OB0508
 OB0508  HISTORY     - Date     Condition        Report By
 OB0508  HISTORY     - 1871     MONUMENTED       COASUR
 OB0508  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0508
 OB0508                          STATION DESCRIPTION
 OB0508
 OB0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0508'THIS STATION HAS BEEN LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1886 ***********************************************************************
 PE1886  DESIGNATION -  EAST TRENTON TALL WHITE SPIRE
 PE1886  PID         -  PE1886
 PE1886  STATE/COUNTY-  ME/HANCOCK
 PE1886  USGS QUAD   -  SALSBURY COVE (1981)
 PE1886
 PE1886                         *CURRENT SURVEY CONTROL
 PE1886  ___________________________________________________________________
 PE1886* NAD 83(1996)-  44 28 43.26691(N)    068 20 37.16671(W)     ADJUSTED  
 PE1886* NAVD 88     -                                                        
 PE1886  ___________________________________________________________________
 PE1886  LAPLACE CORR-           5.70  (seconds)                    DEFLEC99
 PE1886  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 PE1886
 PE1886  HORZ ORDER  -  THIRD
 PE1886
 PE1886.The horizontal coordinates were established by classical geodetic methods
 PE1886.and adjusted by the National Geodetic Survey in March 1998..
 PE1886
 PE1886
 PE1886.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1886
 PE1886.The geoid height was determined by GEOID03.
 PE1886
 PE1886;                    North         East     Units Scale Factor Converg.
 PE1886;SPC ME E     -    90,229.225   312,437.143   MT  0.99990190   +0 06 34.3
 PE1886;UTM  19      - 4,925,251.067   552,196.787   MT  0.99963350   +0 27 35.5
 PE1886
 PE1886                          SUPERSEDED SURVEY CONTROL
 PE1886
 PE1886  NAD 83(1992)-  44 28 43.25802(N)    068 20 37.16244(W) AD(       ) 4
 PE1886  NAD 83(1986)-  44 28 43.25698(N)    068 20 37.16594(W) AD(       ) 4
 PE1886  NAD 27      -  44 28 42.98400(N)    068 20 39.10400(W) AD(       ) 3
 PE1886
 PE1886.Superseded values are not recommended for survey control.
 PE1886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1886.See file dsdata.txt to determine how the superseded data were derived.
 PE1886
 PE1886_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK5219725251(NAD 83)
 PE1886
 PE1886  HISTORY     - Date     Condition        Report By
 PE1886  HISTORY     - UNK      MONUMENTED
 PE1886  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE1886  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE1886  HISTORY     - 1956     SEE DESCRIPTION  CGS
 PE1886
 PE1886                          STATION DESCRIPTION
 PE1886
 PE1886'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1886'ACCORDING TO LOCAL RESIDENTS THERE HAS BEEN NO CHANGE MADE TO
 PE1886'THE EXTERIOR OF THIS CHURCH SINCE IT WAS BUILT IN 1854.  THE
 PE1886'SETTLEMENT IN WHICH IT IS LOCATED IS NOW KNOWN AS LAMOINE
 PE1886'CENTER.  IT HAS A TALL WHITE SPIRE, OCTAGONAL IN SHAPE.  IT WAS
 PE1886'NOT OBSERVED ON IN 1934 BEING OBSCURED BY HIGH TREES FROM STATIONS
 PE1886'WHICH SAW IT IN 1865.
 PE1886
 PE1886                          STATION RECOVERY (1944)
 PE1886
 PE1886'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1886'STATION RECOVERED AS DESCRIBED BY K.G.C. IN 1934.  THE SPIRE
 PE1886'IS IN GOOD CONDITION.  ACCORDING TO INFORMATION OBTAINED FROM
 PE1886'LOCAL RESIDENTS, THE SPIRE HAS NEVER BEEN CHANGED EXCEPT FOR
 PE1886'MINOR REPAIRS.
 PE1886
 PE1886                          STATION RECOVERY (1956)
 PE1886
 PE1886'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 PE1886'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE 1934 RECOVERY
 PE1886'NOTE BY K.G.C. IS ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2020 ***********************************************************************
 PE2020  DESIGNATION -  EASTERN
 PE2020  PID         -  PE2020
 PE2020  STATE/COUNTY-  ME/KNOX
 PE2020  USGS QUAD   -  ISLE AU HAUT EAST (1983)
 PE2020
 PE2020                         *CURRENT SURVEY CONTROL
 PE2020  ___________________________________________________________________
 PE2020* NAD 83(1996)-  44 00 53.95455(N)    068 36 14.36493(W)     ADJUSTED  
 PE2020* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 PE2020  ___________________________________________________________________
 PE2020  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 PE2020  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 PE2020
 PE2020  HORZ ORDER  -  THIRD
 PE2020
 PE2020.The horizontal coordinates were established by classical geodetic methods
 PE2020.and adjusted by the National Geodetic Survey in March 1998..
 PE2020
 PE2020.The orthometric height was scaled from a topographic map.
 PE2020
 PE2020.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2020
 PE2020.The geoid height was determined by GEOID03.
 PE2020
 PE2020;                    North         East     Units Scale Factor Converg.
 PE2020;SPC ME E     -    38,703.000   291,662.271   MT  0.99990085   -0 04 20.1
 PE2020;UTM  19      - 4,873,613.679   531,741.745   MT  0.99961239   +0 16 30.6
 PE2020
 PE2020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2020!SPC ME E     -   1.00000202  x   0.99990085  =   0.99990287
 PE2020!UTM  19      -   1.00000202  x   0.99961239  =   0.99961441
 PE2020
 PE2020|---------------------------------------------------------------------|
 PE2020| PID    Reference Object                     Distance      Geod. Az  |
 PE2020|                                                           dddmmss.s |
 PE2020| CE7922 EASTERN RM 1                         13.370 METERS 04208     |
 PE2020| CE7923 EASTERN RM 2                          9.520 METERS 32350     |
 PE2020| PE2019 SHORE                               APPROX. 2.0 KM 3524956.8 |
 PE2020|---------------------------------------------------------------------|
 PE2020
 PE2020                          SUPERSEDED SURVEY CONTROL
 PE2020
 PE2020  NAD 83(1992)-  44 00 53.96567(N)    068 36 14.34572(W) AD(       ) 3
 PE2020  NAD 83(1986)-  44 00 53.96562(N)    068 36 14.35300(W) AD(       ) 3
 PE2020  NAD 27      -  44 00 53.66000(N)    068 36 16.26800(W) AD(       ) 3
 PE2020
 PE2020.Superseded values are not recommended for survey control.
 PE2020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2020.See file dsdata.txt to determine how the superseded data were derived.
 PE2020
 PE2020_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ3174273614(NAD 83)
 PE2020_MARKER: Z = SEE DESCRIPTION
 PE2020_SETTING: 0 = UNSPECIFIED SETTING
 PE2020
 PE2020  HISTORY     - Date     Condition        Report By
 PE2020  HISTORY     - 1945     MONUMENTED       CGS
 PE2020
 PE2020                          STATION DESCRIPTION
 PE2020
 PE2020'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (FLP)
 PE2020'STATION IS ABOUT 50 METERS SE OF THE MOST NORTHERLY TIP OF
 PE2020'ISLAND KNOWN AS EASTERN EAR ON THE SE SIDE OF ISLE AU HAUT.  THE
 PE2020'STATION IS MARKED WITH STANDARD DISK CEMENTED IN DRILL HOLE IN
 PE2020'FLAT LEDGE ABOUT 5 METERS OUTSIDE GRASS LINE.  TWO STANDARD
 PE2020'DISK REFERENCE MARKS WERE CEMENTED IN DRILL HOLES IN LEDGE AS
 PE2020'FOLLOWS--NO. 1 IS NE OF STATION AND NO. 2 IS N OF
 PE2020'STATION.  REFERENCE MARK DISTANCE APPROXIMATELY ONLY.  STATION
 PE2020'IS ABOUT 16 METERS IN FROM M.H.W.L. EAST NE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2397 ***********************************************************************
 PE2397  DESIGNATION -  EASTERN BRANCH
 PE2397  PID         -  PE2397
 PE2397  STATE/COUNTY-  ME/LINCOLN
 PE2397  USGS QUAD   -  WALDOBORO WEST (1988)
 PE2397
 PE2397                         *CURRENT SURVEY CONTROL
 PE2397  ___________________________________________________________________
 PE2397* NAD 83(1996)-  44 01 57.46528(N)    069 23 47.00015(W)     ADJUSTED  
 PE2397* NAVD 88     -        14.     (meters)      46.     (feet)  SCALED    
 PE2397  ___________________________________________________________________
 PE2397  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 PE2397  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 PE2397
 PE2397  HORZ ORDER  -  THIRD
 PE2397
 PE2397.The horizontal coordinates were established by classical geodetic methods
 PE2397.and adjusted by the National Geodetic Survey in March 1998..
 PE2397
 PE2397.The orthometric height was scaled from a topographic map.
 PE2397
 PE2397.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2397
 PE2397.The geoid height was determined by GEOID03.
 PE2397
 PE2397;                    North         East     Units Scale Factor Converg.
 PE2397;SPC ME W     -   133,527.244   961,745.184   MT  1.00001354   +0 32 07.5
 PE2397;SPC ME E     -    41,048.455   228,150.551   MT  0.99996347   -0 37 23.1
 PE2397;UTM  19      - 4,875,573.278   468,237.283   MT  0.99961241   -0 16 31.9
 PE2397
 PE2397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2397!SPC ME W     -   1.00000183  x   1.00001354  =   1.00001537
 PE2397!SPC ME E     -   1.00000183  x   0.99996347  =   0.99996530
 PE2397!UTM  19      -   1.00000183  x   0.99961241  =   0.99961424
 PE2397
 PE2397:                Primary Azimuth Mark                     Grid Az
 PE2397:SPC ME W     -  LONG HOUSE CENTER CHIMNEY                004 05 54.4
 PE2397:SPC ME E     -  LONG HOUSE CENTER CHIMNEY                005 15 25.0
 PE2397:UTM  19      -  LONG HOUSE CENTER CHIMNEY                004 54 33.8
 PE2397
 PE2397|---------------------------------------------------------------------|
 PE2397| PID    Reference Object                     Distance      Geod. Az  |
 PE2397|                                                           dddmmss.s |
 PE2397| PE2398 LONG HOUSE CENTER CHIMNEY           APPROX. 1.3 KM 0043801.9 |
 PE2397| PE2389 EASTERN BRANCH CENTER HSE CHIM      APPROX. 0.9 KM 0782848.8 |
 PE2397| PE2390 BIRKMORES HOUSE CENTER CHIMNEY      APPROX. 2.4 KM 1351226.8 |
 PE2397| PE2386 BIRKMORES BARN SOUTH APEX           APPROX. 2.4 KM 1380911.2 |
 PE2397| OB0333 LOWER HUNGRY                        APPROX. 4.2 KM 1532325.1 |
 PE2397| PE2396 HEATH                               APPROX. 1.3 KM 1905616.6 |
 PE2397| PE2394 BRIGHT YELLOW HSE CEN OF CHIM       APPROX. 1.8 KM 2464656.5 |
 PE2397| PE2393 OLD HOUSE CENTER CHIMNEY            APPROX. 1.7 KM 2604450.0 |
 PE2397| PE2382 HOWARDS RED STORE CENTER CHIM       APPROX. 0.8 KM 2771813.6 |
 PE2397| PE2383 RED HOUSE CENTER CHIMNEY            422.490 METERS 3060919.1 |
 PE2397|---------------------------------------------------------------------|
 PE2397
 PE2397                          SUPERSEDED SURVEY CONTROL
 PE2397
 PE2397  NAD 83(1992)-  44 01 57.47098(N)    069 23 46.98725(W) AD(       ) 3
 PE2397  NAD 83(1986)-  44 01 57.47540(N)    069 23 46.99323(W) AD(       ) 3
 PE2397  NAD 27      -  44 01 57.17000(N)    069 23 48.79000(W) AD(       ) 3
 PE2397
 PE2397.Superseded values are not recommended for survey control.
 PE2397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2397.See file dsdata.txt to determine how the superseded data were derived.
 PE2397
 PE2397_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ6823775573(NAD 83)
 PE2397
 PE2397  HISTORY     - Date     Condition        Report By
 PE2397  HISTORY     - UNK      MONUMENTED
 PE2397  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2397
 PE2397                          STATION DESCRIPTION
 PE2397
 PE2397'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2397'STATION SEARCHED FOR ALONG LEDGES ON POINT OF GROSS NECK, BUT NO
 PE2397'MARK WAS FOUND.  AIR COMPILATION AND PLANE-TABLE METHODS MIGHT
 PE2397'LOCATE THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2389 ***********************************************************************
 PE2389  DESIGNATION -  EASTERN BRANCH CENTER HSE CHIM
 PE2389  PID         -  PE2389
 PE2389  STATE/COUNTY-  ME/LINCOLN
 PE2389  USGS QUAD   -  WALDOBORO WEST (1988)
 PE2389
 PE2389                         *CURRENT SURVEY CONTROL
 PE2389  ___________________________________________________________________
 PE2389* NAD 83(1996)-  44 02 03.30450(N)    069 23 07.27412(W)     ADJUSTED  
 PE2389* NAVD 88     -                                                        
 PE2389  ___________________________________________________________________
 PE2389  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 PE2389  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 PE2389
 PE2389  HORZ ORDER  -  THIRD
 PE2389
 PE2389.The horizontal coordinates were established by classical geodetic methods
 PE2389.and adjusted by the National Geodetic Survey in March 1998..
 PE2389
 PE2389
 PE2389.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2389
 PE2389.The geoid height was determined by GEOID03.
 PE2389
 PE2389;                    North         East     Units Scale Factor Converg.
 PE2389;SPC ME W     -   133,715.789   962,628.040   MT  1.00001489   +0 32 35.2
 PE2389;SPC ME E     -    41,219.103   229,036.993   MT  0.99996192   -0 36 55.5
 PE2389;UTM  19      - 4,875,749.239   469,122.363   MT  0.99961173   -0 16 04.3
 PE2389
 PE2389                          SUPERSEDED SURVEY CONTROL
 PE2389
 PE2389  NAD 83(1992)-  44 02 03.31027(N)    069 23 07.26080(W) AD(       ) 4
 PE2389  NAD 83(1986)-  44 02 03.31467(N)    069 23 07.26681(W) AD(       ) 4
 PE2389  NAD 27      -  44 02 03.01000(N)    069 23 09.07000(W) AD(       ) 3
 PE2389
 PE2389.Superseded values are not recommended for survey control.
 PE2389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2389.See file dsdata.txt to determine how the superseded data were derived.
 PE2389
 PE2389_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ6912275749(NAD 83)
 PE2389
 PE2389  HISTORY     - Date     Condition        Report By
 PE2389  HISTORY     - UNK      MONUMENTED
 PE2389  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2389  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2389
 PE2389                          STATION DESCRIPTION
 PE2389
 PE2389'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2389'THIS STATION IS LOST.
 PE2389
 PE2389                          STATION RECOVERY (1943)
 PE2389
 PE2389'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2389'STATION IS LOST.  FROM INFORMATION OBTAINED FROM THE
 PE2389'INHABITANTS OF DUTCH NECK, THE ORIGINAL HOUSE WAS TORN DOWN AND A
 PE2389'COTTAGE BUILT ON THE OLD SITE.  THE CHIMNEY WAS CHANGED FROM
 PE2389'THE ORIGINAL LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0386 ***********************************************************************
 OB0386  DESIGNATION -  EASTERN EGG ROCK BEACON
 OB0386  PID         -  OB0386
 OB0386  STATE/COUNTY-  ME/LINCOLN
 OB0386  USGS QUAD   -  NEW HARBOR (1973)
 OB0386
 OB0386                         *CURRENT SURVEY CONTROL
 OB0386  ___________________________________________________________________
 OB0386* NAD 83(1996)-  43 51 43.09552(N)    069 22 54.63950(W)     ADJUSTED  
 OB0386* NAVD 88     -        36.     (meters)     118.     (feet)  SCALED    
 OB0386  ___________________________________________________________________
 OB0386  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 OB0386  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 OB0386
 OB0386  HORZ ORDER  -  THIRD
 OB0386
 OB0386.The horizontal coordinates were established by classical geodetic methods
 OB0386.and adjusted by the National Geodetic Survey in March 1998..
 OB0386
 OB0386.The orthometric height was scaled from a topographic map.
 OB0386
 OB0386.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0386
 OB0386.The geoid height was determined by GEOID03.
 OB0386
 OB0386;                    North         East     Units Scale Factor Converg.
 OB0386;SPC ME W     -   114,576.758   963,091.341   MT  1.00001561   +0 32 37.8
 OB0386;SPC ME E     -    22,075.642   229,113.832   MT  0.99996178   -0 36 39.9
 OB0386;UTM  19      - 4,856,613.298   469,315.079   MT  0.99961158   -0 15 52.5
 OB0386
 OB0386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0386!SPC ME W     -   0.99999836  x   1.00001561  =   1.00001397
 OB0386!SPC ME E     -   0.99999836  x   0.99996178  =   0.99996015
 OB0386!UTM  19      -   0.99999836  x   0.99961158  =   0.99960995
 OB0386
 OB0386:                Primary Azimuth Mark                     Grid Az
 OB0386:SPC ME W     -  FRANKLIN ISLAND LH                       008 58 19.0
 OB0386:SPC ME E     -  FRANKLIN ISLAND LH                       010 07 36.7
 OB0386:UTM  19      -  FRANKLIN ISLAND LH                       009 46 49.3
 OB0386
 OB0386|---------------------------------------------------------------------|
 OB0386| PID    Reference Object                     Distance      Geod. Az  |
 OB0386|                                                           dddmmss.s |
 OB0386| OB0399 FRANKLIN ISLAND LH                  APPROX. 3.4 KM 0093056.8 |
 OB0386| OB0342 THE KEGS DAYBEACON                  APPROX. 4.7 KM 0422025.0 |
 OB0386| OB0379 OLD MAN LEDGE DAYBEACON             APPROX. 5.8 KM 1132438.7 |
 OB0386|---------------------------------------------------------------------|
 OB0386
 OB0386                          SUPERSEDED SURVEY CONTROL
 OB0386
 OB0386  NAD 83(1992)-  43 51 43.09469(N)    069 22 54.62580(W) AD(       ) 3
 OB0386  NAD 83(1986)-  43 51 43.09972(N)    069 22 54.63235(W) AD(       ) 3
 OB0386  NAD 27      -  43 51 42.80600(N)    069 22 56.43600(W) AD(       ) 3
 OB0386
 OB0386.Superseded values are not recommended for survey control.
 OB0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0386.See file dsdata.txt to determine how the superseded data were derived.
 OB0386
 OB0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ6931556613(NAD 83)
 OB0386_MARKER: 16 = DAYBEACON
 OB0386
 OB0386  HISTORY     - Date     Condition        Report By
 OB0386  HISTORY     - 1934     FIRST OBSERVED   CGS
 OB0386  HISTORY     - 1953     GOOD             CGS
 OB0386
 OB0386                          STATION DESCRIPTION
 OB0386
 OB0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0386'THIS STATION IS THE DAY BEACON ON EASTERN EGG ROCK IN THE
 OB0386'EASTERN PART OF MUSCONGUS BAY.
 OB0386
 OB0386                          STATION RECOVERY (1953)
 OB0386
 OB0386'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (PT)
 OB0386'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 OB0386'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1152 ***********************************************************************
 PF1152  DESIGNATION -  EASTMAN
 PF1152  PID         -  PF1152
 PF1152  STATE/COUNTY-  ME/OXFORD
 PF1152  USGS QUAD   -  FRYEBURG (1989)
 PF1152
 PF1152                         *CURRENT SURVEY CONTROL
 PF1152  ___________________________________________________________________
 PF1152* NAD 83(1996)-  44 04 15.65886(N)    070 57 36.31676(W)     ADJUSTED  
 PF1152* NAVD 88     -       120.1    (meters)     394.     (feet)  VERTCON   
 PF1152  ___________________________________________________________________
 PF1152  X           -   1,497,399.563 (meters)                     COMP
 PF1152  Y           -  -4,338,943.066 (meters)                     COMP
 PF1152  Z           -   4,413,828.869 (meters)                     COMP
 PF1152  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 PF1152  ELLIP HEIGHT-          92.68  (meters)          (03/06/98) GPS OBS
 PF1152  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 PF1152
 PF1152  HORZ ORDER  -  SECOND
 PF1152  ELLP ORDER  -  FOURTH    CLASS I
 PF1152
 PF1152.The horizontal coordinates were established by classical geodetic methods
 PF1152.and adjusted by the National Geodetic Survey in March 1998..
 PF1152
 PF1152.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF1152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF1152
 PF1152.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PF1152
 PF1152.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1152
 PF1152.The ellipsoidal height was determined by GPS observations
 PF1152.and is referenced to NAD 83.
 PF1152
 PF1152.The geoid height was determined by GEOID03.
 PF1152
 PF1152;                    North         East     Units Scale Factor Converg.
 PF1152;SPC ME W     -   137,810.029   836,440.700   MT  1.00001633   -0 33 06.8
 PF1152;UTM  19      - 4,881,628.324   343,038.212   MT  0.99990301   -1 21 49.0
 PF1152
 PF1152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1152!SPC ME W     -   0.99998547  x   1.00001633  =   1.00000180
 PF1152!UTM  19      -   0.99998547  x   0.99990301  =   0.99988848
 PF1152
 PF1152|---------------------------------------------------------------------|
 PF1152| PID    Reference Object                     Distance      Geod. Az  |
 PF1152|                                                           dddmmss.s |
 PF1152| CE7924 EASTMAN RM 1                         15.961 METERS 16400     |
 PF1152| CE7925 EASTMAN RM 2                         16.901 METERS 25419     |
 PF1152| PF1153 EASTMAN AZ MK                       401.684 METERS 3004919.4 |
 PF1152|---------------------------------------------------------------------|
 PF1152
 PF1152                          SUPERSEDED SURVEY CONTROL
 PF1152
 PF1152  NAD 83(1992)-  44 04 15.65971(N)    070 57 36.31863(W) AD(       ) 2
 PF1152  ELLIP H (01/28/95)   92.65   (m)                       GP(       ) 4 2
 PF1152  NAD 83(1986)-  44 04 15.66900(N)    070 57 36.32291(W) AD(       ) 2
 PF1152  NAD 27      -  44 04 15.41830(N)    070 57 38.07889(W) AD(       ) 2
 PF1152  NGVD 29 (07/19/86)  120.2    (m)          394.     (f) VERT ANG       
 PF1152
 PF1152.Superseded values are not recommended for survey control.
 PF1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1152.See file dsdata.txt to determine how the superseded data were derived.
 PF1152
 PF1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ4303881628(NAD 83)
 PF1152_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PF1152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PF1152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PF1152_MAGNETIC: N = NO MAGNETIC MATERIAL
 PF1152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF1152+STABILITY: SURFACE MOTION
 PF1152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PF1152+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2005
 PF1152
 PF1152  HISTORY     - Date     Condition        Report By
 PF1152  HISTORY     - 1976     MONUMENTED       NGS
 PF1152  HISTORY     - 1986     GOOD             NGS
 PF1152  HISTORY     - 20050530 GOOD             GEOCAC
 PF1152
 PF1152                          STATION DESCRIPTION
 PF1152
 PF1152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 PF1152'THE STATION IS LOCATED ABOUT 2 MILES EAST OF THE MAINE-NEW
 PF1152'HAMPSHIRE STATE LINE, 4 MILES NORTH OF FRYEBURG AND 7.5 MILES
 PF1152'WEST-NORTHWEST OF PLEASANT MOUNTAIN.
 PF1152'
 PF1152'TO REACH THE STATION FROM THE POST OFFICE IN FRYEBURG, GO
 PF1152'NORTHEAST ON U.S. ROUTE 302 FOR 0.60 MILE TO A JUNCTION OF
 PF1152'STATE ROUTE 5. HERE BEAR LEFT AND GO NORTHERLY ON ROUTE 5
 PF1152'FOR 3.7 MILES TO A BRIDGE OVER THE SACO RIVER. CONTINUE
 PF1152'STRAIGHT FOR 0.55 MILE TO FRYEBURG CENTER AND A SIDE ROAD LEFT.
 PF1152'TURN LEFT AND GO NORTHWEST ON WOODLAWN STREET FOR O.70 MILE
 PF1152'TO THE STATION ON THE RIGHT.
 PF1152'
 PF1152'THE STATION MARKS ARE STANDARD DISKS STAMPED---EASTMAN 1976---.
 PF1152'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 PF1152'CONCRETE POST WHICH IS FLUSH WITH THE GROUND SURFACE. IT IS
 PF1152'2.2 FEET WEST-NORTHWEST OF POLE NUMBER 22/27 AND 19.0 FEET
 PF1152'NORTHEAST OF THE CENTERLINE OF THE ROAD.
 PF1152'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS
 PF1152'OF CONCRETE WHICH IS 40 INCHES BELOW THE GROUND SURFACE.
 PF1152'
 PF1152'REFERENCE MARK 1, STAMPED---EASTMAN NO 1 1976---, IS A STANDARD
 PF1152'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST
 PF1152'WHICH PROJECTS ABOUT 1 INCH ABOVE THE GROUND SURFACE. IT IS
 PF1152'52.0 FEET SOUTH OF POLE NUMBER 22/27, 17.0 FEET SOUTHWEST OF
 PF1152'THE CENTERLINE OF THE ROAD AND 8.5 FEET NORTHEAST OF A BARB
 PF1152'WIRE FENCE.
 PF1152'
 PF1152'REFERENCE MARK 2, STAMPED---EASTMAN NO 2 1976---, IS A
 PF1152'STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL POST
 PF1152'WHICH IS FLUSH WITH THE GROUND SURFACE. IT IS 2.5 FEET
 PF1152'NORTHEAST OF BARB WIRE FENCE, 22.0 FEET SOUTHWEST OF THE
 PF1152'CENTERLINE OF THE ROAD, AND 57.5 FEET WEST OF POLE NUMBER
 PF1152'22/27.
 PF1152'
 PF1152'THE AZIMUTH MARK, STAMPED---EASTMAN 1976---, IS A STANDARD
 PF1152'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL POST WHICH IS
 PF1152'FLUSH WITH THE GROUND SURFACE. IT IS 2.0 FEET SOUTH-SOUTHWEST
 PF1152'OF POLE NUMBER 14 AND 18.0 FEET NORTHEAST OF THE CENTERLINE
 PF1152'OF THE ROAD.
 PF1152'
 PF1152'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WESTERLY ON THE
 PF1152'SAME ROAD FOR 0.30 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 PF1152'
 PF1152'THE HEIGHT OF THE LIGHT ABOVE THE STATION WAS 1.3 METERS.
 PF1152'
 PF1152'DESCRIBED BY PHILIP H. PARENT JR.
 PF1152
 PF1152                          STATION RECOVERY (1986)
 PF1152
 PF1152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (REP)
 PF1152'THE STATION WAS RECOVERED ON THIS DATE.
 PF1152'NO OTHER MARKS WERE SEARCHED FOR AT THIS TIME.
 PF1152'
 PF1152'THE STATION IS LOCATED ABOUT 6.9 KM (4.3 MI)
 PF1152'WEST OF LOVELL, 6.4 KM (4.0 MI) NORTH OF FRYEBURG, 5.5 KM (3.4 MI)
 PF1152'SOUTH OF NORTH FRYEBURG, 3.2 KM (2.0 MI) EAST OF THE NEW HAMPSHIRE
 PF1152'AND MAINE STATE LINE AND ON ROAD RIGHT-OF-WAY.
 PF1152'OWNERSHIP--DEPARTMENT OF TRANSPORTATION, STATION 16, CHILD STREET,
 PF1152'AUGUSTA MAINE 04333, PHONE 207-289-2551.
 PF1152'
 PF1152'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 302 AND
 PF1152'STATE HIGHWAYS 5 AND 113 IN FRYEBURG, GO NORTHEAST ON HIGHWAYS 5
 PF1152'AND 302 FOR 0.6 KM (0.4 MI) TO A FORK.  BEAR LEFT AND GO NORTHEAST
 PF1152'ON HIGHWAY 5 FOR 5.4 KM (3.35 MI) TO THE CENTER OF THE BRIDGE OVER
 PF1152'THE SACO RIVER, CONTINUE AHEAD ON THE HIGHWAY FOR 0.7 KM (0.45 MI)
 PF1152'TO A PAVED ROAD ON THE LEFT.  TURN LEFT AND GO NORTHWEST ON
 PF1152'WOODLAWN STREET FOR 1.0 KM (0.65 MI) TO AN EQUIPMENT SHED ON THE
 PF1152'LEFT AT END OF CURVE, CONTINUE AHEAD FOR 0.2 KM (0.1 MI) TO THE
 PF1152'STATION ON THE RIGHT, OPPOSITE A TRACK ROAD LEFT.
 PF1152'
 PF1152'THE STATION IS A STANDARD NGS DISK
 PF1152'STAMPED---EASTMAN 1976---,
 PF1152'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 PF1152'30 CM IN DIAMETER RECESSED 2 CM BELOW GROUND.  LOCATED
 PF1152'41 METERS (134.5 FT) NORTHWEST FROM THE EXTENDED WEST WALL OF A
 PF1152'FRAME HOUSE,
 PF1152'6.0 METERS (19.7 FT) NORTHEAST FROM THE CENTER OF THE ROAD AND
 PF1152'0.8 METERS (2.6 FT) NORTHWEST FROM A UTILITY POLE NUMBER 22/27.
 PF1152'THE UNDERGROUND MARK WAS NOT SEARCHED FOR.
 PF1152'
 PF1152'FAA AIRPORT SURVEYS, NEW ENGLAND, SEPTEMBER-OCTOBER 1986.
 PF1152'
 PF1152'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 PF1152'
 PF1152'DESCRIBED BY G.R. HEID.
 PF1152
 PF1152                          STATION RECOVERY (2005)
 PF1152
 PF1152'RECOVERY NOTE BY GEOCACHING 2005 (JKS)
 PF1152' 
 PF1152'FOUND AT THE DESCRIBED LOCATION EXCEPT THAT WOODLAWN STREET IS NOW
 PF1152'NAMED CORNSHOP ROAD.
 PF1152' 
 PF1152'THE MAIN MARK WAS RECOVERED AT THE DESCRIBED LOCATION IN GOOD
 PF1152'CONDITION AT ABOUT 4 INCHES UNDER THE GROUND. THERE IS A WITNESS POST
 PF1152'SIGN NAILED AT GROUND LEVEL TO THE REFERENCED TELEPHONE POLE.
 PF1152' 
 PF1152'REFERENCE MARK 1 WAS FOUND IN GOOD CONDITION AT THE DESCRIBED LOCATION
 PF1152'ABOUT 2 INCHES BELOW GROUND LEVEL.
 PF1152' 
 PF1152'REFERENCE MARK 2 WAS NOT LOCATED. THE REFERENCED BARBED WIRE FENCE HAS
 PF1152'BEEN REPLACED WITH A WOODEN FENCE AND THE MARK APPEARED TO BE UNDER
 PF1152'3-4 INCHES OF WATER AT THIS TIME.
 PF1152' 
 PF1152'JKS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1153 ***********************************************************************
 PF1153  DESIGNATION -  EASTMAN AZ MK
 PF1153  PID         -  PF1153
 PF1153  STATE/COUNTY-  ME/OXFORD
 PF1153  USGS QUAD   -  FRYEBURG (1989)
 PF1153
 PF1153                         *CURRENT SURVEY CONTROL
 PF1153  ___________________________________________________________________
 PF1153* NAD 83(1996)-  44 04 22.32674(N)    070 57 51.81866(W)     ADJUSTED  
 PF1153* NAVD 88     -       119.9    (meters)     393.     (feet)  VERTCON   
 PF1153  ___________________________________________________________________
 PF1153  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 PF1153  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 PF1153
 PF1153  HORZ ORDER  -  SECOND
 PF1153
 PF1153.The horizontal coordinates were established by classical geodetic methods
 PF1153.and adjusted by the National Geodetic Survey in March 1998..
 PF1153
 PF1153.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF1153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF1153
 PF1153.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1153
 PF1153.The geoid height was determined by GEOID03.
 PF1153
 PF1153;                    North         East     Units Scale Factor Converg.
 PF1153;SPC ME W     -   138,019.158   836,097.741   MT  1.00001687   -0 33 17.6
 PF1153;UTM  19      - 4,881,842.267   342,698.288   MT  0.99990433   -1 21 60.0
 PF1153
 PF1153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1153!SPC ME W     -   0.99998549  x   1.00001687  =   1.00000236
 PF1153!UTM  19      -   0.99998549  x   0.99990433  =   0.99988982
 PF1153
 PF1153:                Primary Azimuth Mark                     Grid Az
 PF1153:SPC ME W     -  EASTMAN                                  121 22 26.2
 PF1153:UTM  19      -  EASTMAN                                  122 11 08.6
 PF1153
 PF1153|---------------------------------------------------------------------|
 PF1153| PID    Reference Object                     Distance      Geod. Az  |
 PF1153|                                                           dddmmss.s |
 PF1153| PF1152 EASTMAN                             401.684 METERS 1204908.6 |
 PF1153|---------------------------------------------------------------------|
 PF1153
 PF1153                          SUPERSEDED SURVEY CONTROL
 PF1153
 PF1153  NAD 83(1992)-  44 04 22.32760(N)    070 57 51.82051(W) AD(       ) 2
 PF1153  NAD 83(1986)-  44 04 22.33685(N)    070 57 51.82482(W) AD(       ) 2
 PF1153  NAD 27      -  44 04 22.08621(N)    070 57 53.58021(W) AD(       ) 2
 PF1153  NGVD 29 (07/19/86)  120.0    (m)          394.     (f) VERT ANG       
 PF1153
 PF1153.Superseded values are not recommended for survey control.
 PF1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1153.See file dsdata.txt to determine how the superseded data were derived.
 PF1153
 PF1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ4269881842(NAD 83)
 PF1153_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PF1153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PF1153_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PF1153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PF1153+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2005
 PF1153
 PF1153  HISTORY     - Date     Condition        Report By
 PF1153  HISTORY     - 1976     MONUMENTED       NGS
 PF1153  HISTORY     - 20050530 GOOD             GEOCAC
 PF1153
 PF1153                          STATION DESCRIPTION
 PF1153
 PF1153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 PF1153'THIS STATION WAS ESTABLISHED BY AN EDM MEASUREMENT FROM
 PF1153'TRAVERSE STATION EASTMAN. SEE DESCRIPTION THEREOF.
 PF1153'
 PF1153'DESCRIBED BY JERRY E. ELLINGWOOD.
 PF1153'
 PF1153'THE HEIGHT OF THE LIGHT ABOVE THE STATION WAS 1.0 METER.
 PF1153
 PF1153                          STATION RECOVERY (2005)
 PF1153
 PF1153'RECOVERY NOTE BY GEOCACHING 2005 (JKS)
 PF1153' 
 PF1153'PER DESCRIPTION LOCATED ON PF1152, THE NAME OF THIS ROAD IS NO LONGER
 PF1153'WOODLAWN STREET. IT IS NOW CALLED CORNSHOP ROAD.
 PF1153' 
 PF1153'FOUND THE MARK AT THE DESCRIBED LOCATION IN GOOD CONDITION ABOUT 3
 PF1153'INCHES BELOW THE SURFACE OF THE GROUND. THERE IS A STEEL VERTICAL FOR
 PF1153'A WITNESS POST SIGN AT THE REFERENCED TELEPHONE POLE BUT THERE IS NO
 PF1153'SIGN ON IT.
 PF1153' 
 PF1153'JKS
 PF1153' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0726 ***********************************************************************
 RE0726  DESIGNATION -  EASTON GSC
 RE0726  PID         -  RE0726
 RE0726  STATE/COUNTY-  ME/AROOSTOOK
 RE0726  USGS QUAD   -  EASTON CENTER (1984)
 RE0726
 RE0726                         *CURRENT SURVEY CONTROL
 RE0726  ___________________________________________________________________
 RE0726* NAD 83(1996)-  46 40 26.81046(N)    067 51 04.79994(W)     ADJUSTED  
 RE0726* NAVD 88     -       266.9    (meters)     876.     (feet)  VERTCON   
 RE0726  ___________________________________________________________________
 RE0726  X           -   1,652,922.475 (meters)                     COMP
 RE0726  Y           -  -4,060,758.879 (meters)                     COMP
 RE0726  Z           -   4,617,159.961 (meters)                     COMP
 RE0726  LAPLACE CORR-           4.48  (seconds)                    DEFLEC99
 RE0726  ELLIP HEIGHT-         244.43  (meters)          (03/06/98) GPS OBS
 RE0726  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 RE0726
 RE0726  HORZ ORDER  -  SECOND
 RE0726  ELLP ORDER  -  FOURTH    CLASS I
 RE0726
 RE0726.The horizontal coordinates were established by classical geodetic methods
 RE0726.and adjusted by the National Geodetic Survey in March 1998..
 RE0726
 RE0726.The NAVD 88 height was computed by applying the VERTCON shift value to
 RE0726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RE0726
 RE0726.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RE0726
 RE0726.The Laplace correction was computed from DEFLEC99 derived deflections.
 RE0726
 RE0726.The ellipsoidal height was determined by GPS observations
 RE0726.and is referenced to NAD 83.
 RE0726
 RE0726.The geoid height was determined by GEOID03.
 RE0726
 RE0726;                    North         East     Units Scale Factor Converg.
 RE0726;SPC ME E     -   334,403.936   349,629.136   MT  0.99993026   +0 28 18.8
 RE0726;UTM  19      - 5,169,591.324   587,857.269   MT  0.99969488   +0 50 08.4
 RE0726
 RE0726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RE0726!SPC ME E     -   0.99996169  x   0.99993026  =   0.99989195
 RE0726!UTM  19      -   0.99996169  x   0.99969488  =   0.99965658
 RE0726
 RE0726:                Primary Azimuth Mark                     Grid Az
 RE0726:SPC ME E     -  AROOSTOOK GSC                            023 51 18.9
 RE0726:UTM  19      -  AROOSTOOK GSC                            023 29 29.3
 RE0726
 RE0726|---------------------------------------------------------------------|
 RE0726| PID    Reference Object                     Distance      Geod. Az  |
 RE0726|                                                           dddmmss.s |
 RE0726| RE0734 AROOSTOOK GSC                       APPROX.13.6 KM 0241937.7 |
 RE0726|---------------------------------------------------------------------|
 RE0726
 RE0726                          SUPERSEDED SURVEY CONTROL
 RE0726
 RE0726  NAD 83(1992)-  46 40 26.80603(N)    067 51 04.79601(W) AD(       ) 2
 RE0726  ELLIP H (01/28/95)  244.54   (m)                       GP(       ) 4 2
 RE0726  NAD 83(1986)-  46 40 26.80113(N)    067 51 04.80241(W) AD(       ) 2
 RE0726  NAD 27      -  46 40 26.64500(N)    067 51 06.72700(W) AD(       ) 2
 RE0726  NGVD 29 (07/19/86)  267.1    (m)          876.     (f) VERT ANG       
 RE0726
 RE0726.Superseded values are not recommended for survey control.
 RE0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0726.See file dsdata.txt to determine how the superseded data were derived.
 RE0726
 RE0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM8785769591(NAD 83)
 RE0726_MARKER: DD = SURVEY DISK
 RE0726_SETTING: 66 = SET IN ROCK OUTCROP
 RE0726_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 RE0726_MAGNETIC: N = NO MAGNETIC MATERIAL
 RE0726_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RE0726+STABILITY: POSITION/ELEVATION WELL
 RE0726_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RE0726+SATELLITE: SATELLITE OBSERVATIONS - 1985
 RE0726
 RE0726  HISTORY     - Date     Condition        Report By
 RE0726  HISTORY     - 1916     MONUMENTED       GSC
 RE0726  HISTORY     - 1985     GOOD             NGS
 RE0726
 RE0726                          STATION DESCRIPTION
 RE0726
 RE0726'DESCRIBED BY GEODETIC SURVEY OF CANADA 1916 (JLR)
 RE0726'IN EASTON TOWNSHIP, NEAR THE SOUTH SIDE OF LOT 20, ON LAND OWNED BY
 RE0726'H P HOYT.  TO REACH THE STATION FROM FAIRMONT, ME, GO SOUTH ABOUT A
 RE0726'MILE TO THE FIRST TURN TO THE LEFT (EAST).  FOLLOW THIS ROAD ABOUT
 RE0726'1-1/2 MILES TO THE TOP OF A CLEARED HILL.  THE STATION IS ON THE EAST
 RE0726'SLOPE OF THIS HILL, ABOUT 450 FEET FROM THE ROAD, ON AN OUTCROPPING
 RE0726'LEDGE OF ROCK.
 RE0726'
 RE0726'STATION MARK--BRONZE DISK CEMENTED IN THE ROCK.
 RE0726
 RE0726                          STATION RECOVERY (1985)
 RE0726
 RE0726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (MRM)
 RE0726'THE STATION WAS RECOVERED AT THIS DATE.
 RE0726'NO OTHER MARKS WERE SEARCHED FOR AT THIS DATE.
 RE0726'
 RE0726'THE STATION IS LOCATED IN EASTON TOWNSHIP, ABOUT
 RE0726'12.9 KM (8 MI) SOUTH OF FORT FAIRFIELD,
 RE0726'12.9 KM (8 MI) EAST OF PRESQUE ISLE,
 RE0726'4.8 KM (3 MI) WEST OF THE UNITED STATES-CANADA BOUNDARY, IN A FIELD
 RE0726'THAT IS PART PASTURE AND PART CULTIVATED, IN A ROCK OUTCROP ON THE
 RE0726'EAST SIDE OF A FLAT HILL.
 RE0726'OWNERSHIP--JOHN F. HOYT, LAND SURVEYOR, P.O. BOX 122, FORT
 RE0726'FAIRFIELD ME 04742, PHONE 207-488-2777.
 RE0726'
 RE0726'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 161 AND
 RE0726'U.S. HIGHWAY 1A IN FORT FAIRFIELD, GO SOUTH FOR
 RE0726'7.2 KM (4.5 MI) ON HIGHWAY 1A TO THE JUNCTION OF STATE HIGHWAY 163.
 RE0726'CONTINUE AHEAD FOR 2.8 KM (1.75 MI) ON HIGHWAY 1A TO A RAILROAD
 RE0726'CROSSING.  CONTINUE AHEAD FOR 2.1 KM (1.3 MI) ON HIGHWAY 1A TO A
 RE0726'PAVED ROAD LEFT, JUST BEFORE REACHING A CHURCH ON THE RIGHT.  TURN
 RE0726'LEFT AND GO EAST FOR 1.3 KM (0.8 MI) TO THE DRIVEWAY TO THE HOYT
 RE0726'RESIDENCE ON THE RIGHT.
 RE0726'CONTINUE UP STEEP GRADE FOR 0.2 KM (0.15 MI) TO A FIELD
 RE0726'ROAD LEFT JUST BEFORE TOP OF HILL.  BEAR LEFT AND GO EAST FOR 0.2
 RE0726'KM (0.15 MI) ON A TRACK ROAD TO A LONE BUSH ON RIGHT, WHERE ROAD
 RE0726'BEGINS TO DESCEND.  TURN RIGHT AND GO SOUTH FOR 50 METERS (165 FT)
 RE0726'TO A LONE TREE AND THE STATION.
 RE0726'
 RE0726'THE STATION IS A STANDARD NGS DISK
 RE0726'STAMPED---EASTON 1916 1983---,
 RE0726'SET INTO A DRILL HOLE IN ROCK OUTCROP 0.5 METERS (1.6 FT) BY 1
 RE0726'METER (3.3 FT) PROJECTING 5 CM ABOVE GROUND.  LOCATED
 RE0726'6.0 METERS (19.7 FT) SOUTH-SOUTHEAST FROM A METAL WITNESS POST,
 RE0726'3.6 METERS (11.8 FT) WEST FROM A LONE EVERGREEN TREE ABOUT 4 METERS
 RE0726'TALL AND ABOUT
 RE0726'125 METERS (410 FT) NORTH-NORTHEAST FROM A TWO STORY OLIVE GREEN
 RE0726'HOUSE.  STATION IS ABOUT 1 METER (3.3 FT) LOWER THAN THE TOP OF THE
 RE0726'HILL.
 RE0726'
 RE0726'FAA AIRPORT SURVEYS, MAINE, OCTOBER-NOVEMBER 1985.
 RE0726'
 RE0726'THIS STATION SUITABLE FOR GPS SURVEYS.
 RE0726'
 RE0726'DESCRIBED BY G.R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1179 ***********************************************************************
 PD1179  CBN         -  This is a Cooperative Base Network Control Station.
 PD1179  TIDAL BM    -  This is a Tidal Bench Mark.
 PD1179  DESIGNATION -  EASTPORT
 PD1179  PID         -  PD1179
 PD1179  STATE/COUNTY-  ME/WASHINGTON
 PD1179  USGS QUAD   -  EASTPORT (1977)
 PD1179
 PD1179                         *CURRENT SURVEY CONTROL
 PD1179  ___________________________________________________________________
 PD1179* NAD 83(1996)-  44 54 16.27157(N)    066 59 00.71006(W)     ADJUSTED  
 PD1179* NAVD 88     -         4.819  (meters)      15.81   (feet)  ADJUSTED  
 PD1179  ___________________________________________________________________
 PD1179  X           -   1,769,284.939 (meters)                     COMP
 PD1179  Y           -  -4,164,845.186 (meters)                     COMP
 PD1179  Z           -   4,479,826.756 (meters)                     COMP
 PD1179  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 PD1179  ELLIP HEIGHT-         -17.63  (meters)          (04/26/01) GPS OBS
 PD1179  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 PD1179  DYNAMIC HT  -           4.819 (meters)      15.81  (feet)  COMP
 PD1179  MODELED GRAV-     980,625.9   (mgal)                       NAVD 88
 PD1179
 PD1179  HORZ ORDER  -  B
 PD1179  VERT ORDER  -  FIRST     CLASS II
 PD1179  ELLP ORDER  -  FOURTH    CLASS I
 PD1179
 PD1179.The horizontal coordinates were established by GPS observations
 PD1179.and adjusted by the National Geodetic Survey in July 1997..
 PD1179
 PD1179.The orthometric height was determined by differential leveling
 PD1179.and adjusted by the National Geodetic Survey in July 2002..
 PD1179
 PD1179.This Tidal Bench Mark is designated as VM 152
 PD1179.by the Center for Operational Oceanographic Products and Services.
 PD1179
 PD1179.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PD1179
 PD1179.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1179
 PD1179.The ellipsoidal height was determined by GPS observations
 PD1179.and is referenced to NAD 83.
 PD1179
 PD1179.The geoid height was determined by GEOID03.
 PD1179
 PD1179.The dynamic height is computed by dividing the NAVD 88
 PD1179.geopotential number by the normal gravity value computed on the
 PD1179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD1179.degrees latitude (g = 980.6199 gals.).
 PD1179
 PD1179.The modeled gravity was interpolated from observed gravity values.
 PD1179
 PD1179;                    North         East     Units Scale Factor Converg.
 PD1179;SPC ME E     -   138,652.686   419,755.325   MT  1.00007630   +1 04 14.3
 PD1179;UTM  19      - 4,974,321.794   659,192.528   MT  0.99991163   +1 25 25.6
 PD1179
 PD1179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD1179!SPC ME E     -   1.00000276  x   1.00007630  =   1.00007906
 PD1179!UTM  19      -   1.00000276  x   0.99991163  =   0.99991439
 PD1179
 PD1179|---------------------------------------------------------------------|
 PD1179| PID    Reference Object                     Distance      Geod. Az  |
 PD1179|                                                           dddmmss.s |
 PD1179| PD1174 851 9208                             56.694 METERS 07321     |
 PD1179|---------------------------------------------------------------------|
 PD1179
 PD1179                          SUPERSEDED SURVEY CONTROL
 PD1179
 PD1179  ELLIP H (07/24/97)  -17.65   (m)                       GP(       ) 1 1
 PD1179  NAD 83(1986)-  44 54 16.27279(N)    066 59 00.72266(W) AD(       ) B
 PD1179  NAD 83(1992)-  44 54 16.26848(N)    066 59 00.70902(W) AD(       ) B
 PD1179  ELLIP H (04/16/93)  -17.60   (m)                       GP(       ) 4 1
 PD1179  NAVD 88 (04/26/01)    4.82   (m)           15.8    (f) LEVELING    3  
 PD1179
 PD1179.Superseded values are not recommended for survey control.
 PD1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1179.See file dsdata.txt to determine how the superseded data were derived.
 PD1179
 PD1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5919374322(NAD 83)
 PD1179_MARKER: DH = HORIZONTAL CONTROL DISK
 PD1179_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PD1179_SP_SET: CONCRETE PIER CAP
 PD1179_STAMPING: EASTPORT 1989
 PD1179_MARK LOGO: NGS   
 PD1179_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD1179_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PD1179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PD1179+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2002
 PD1179
 PD1179  HISTORY     - Date     Condition        Report By
 PD1179  HISTORY     - 1989     MONUMENTED       NGS
 PD1179  HISTORY     - 19920625 GOOD             NGS
 PD1179  HISTORY     - 20000415 GOOD             NGS
 PD1179  HISTORY     - 20001024 GOOD             NGS
 PD1179  HISTORY     - 20020619 GOOD             NGS
 PD1179
 PD1179                          STATION DESCRIPTION
 PD1179
 PD1179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 PD1179'THE STATION IS LOCATED ABOUT 60 KM (37.30 MI) NORTHEAST OF MACHIAS, 51
 PD1179'KM (31.70 MI) SOUTH-SOUTHEAST OF CALIAS, AND IN THE TOWN OF EASTPORT
 PD1179'IN THE SOUTHWEST END OF CITY PIER.  OWNERSHIP--CITY OF EASTPORT, CITY
 PD1179'MANAGER, ROSEMARY KOLOW, 78 HIGH STREET, EASTPORT ME 04631, PHONE
 PD1179'207-853-2300.
 PD1179'TO REACH THE STATION FROM THE INTERSECTION OF WATER AND WASHINGTON
 PD1179'STREETS AT THE U.S. POST OFFICE IN EASTPORT, GO SOUTH ON WATER STREET
 PD1179'FOR 0.2 KM (0.10 MI) TO THE PIER ON THE LEFT.  TURN LEFT AND GO ABOUT
 PD1179'250 M (820.2 FT) ACROSS A WOOD BRIDGE TO THE CONCRETE PIER AND THE
 PD1179'STATION ON THE RIGHT.
 PD1179'THE STATION IS A STANDARD NGS HORIZONTAL DISK SET INTO THE CONCRETE
 PD1179'DECK OF THE SOUTHWEST END OF THE PIER.  LOCATED 8 M (26.2 FT)
 PD1179'SOUTHWEST OF AN IRON BOAT BALLARD, 3.7 M (12.1 FT) NORTHWEST OF A
 PD1179'LIGHT POLE, 0.9 M (3.0 FT) EAST OF THE METAL EDGE OF THE WEST RIM OF
 PD1179'A 21 INCH DIAMETER MAN HOLE COVER.
 PD1179
 PD1179                          STATION RECOVERY (2000)
 PD1179
 PD1179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 PD1179'THE STATION IS LOCATED IN EASTPORT, SET IN TOP OF THE CONCRETE PIER
 PD1179'CAP OF THE MUNICIPAL PIER, ON THE SOUTH SIDE OF THE PIER AND ABOUT 0.6
 PD1179'M (2.0 FT) EAST OF THE WEST END OF THE WOOD PORTION OF THE PIER.
 PD1179'OWNERSHIP--CITY OF EASTPORT, CITY HALL 78 HIGH STREET, EASTPORT ME
 PD1179'04631, PHONE 207-853-2300.  TO REACH THE STATION FROM THE JUNCTION OF
 PD1179'US HIGHWAY 1 AND STATE HIGHWAY 190 IN PERRY, GO SOUTHEAST AND EASTERLY
 PD1179'ON HIGHWAY 190 TO THE US POST OFFICE IN EASTPORT ON THE LEFT, AT THE
 PD1179'JUNCTION OF WASHINGTON STREET AND WATER STREET.  TURN RIGHT, SOUTH ON
 PD1179'WATER STREET FOR 0.16 KM (0.10 MI) TO THE ENTRANCE OF THE MUNICIPAL
 PD1179'PIER.  TURN LEFT, EAST ONTO THE WOOD PORTION OF THE PIER AND GO ABOUT
 PD1179'38.1 M (125.0 FT) TO THE BEGINNING OF THE CONCRETE PORTION OF THE PIER
 PD1179'AND THE STATION ON THE RIGHT. THE STATION IS SET IN THE TOP OF THE
 PD1179'WEST END OF THE CONCRETE PIER CAP.  LOCATED 37.34 M (122.51 FT) EAST
 PD1179'OF THE EAST ENTRANCE OF THE PIER, 2.02 M (6.63 FT) NORTH OF THE SOUTH
 PD1179'GUARDRAIL OF THE BRIDGE, 0.61 M (2.00 FT) NORTHEAST OF THE CENTER OF A
 PD1179'61 CM METAL MANHOLE COVER AND 0.52 M (1.71 FT) EAST OF THE EAST EDGE
 PD1179'OF THE METAL PLATE CONNECTING THE WOOD AND CONCRETE PORTIONS OF THE
 PD1179'PIER.
 PD1179
 PD1179                          STATION RECOVERY (2000)
 PD1179
 PD1179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 PD1179'0.2 KM (0.10 MI) SOUTHERLY ALONG WATER STREET FROM THE POST OFFICE IN
 PD1179'EASTPORT, IN TOP OF AND NEAR THE SOUTHWEST CORNER OF THE CONCRETE CITY
 PD1179'PIER, 65.0 M (213.3 FT) EAST OF THE STREET CENTER, 2.5 M (8.2 FT)
 PD1179'SOUTH OF THE CENTER OF THE BRIDGE LEADING TO THE PIER, 1.0 M (3.3 FT)
 PD1179'EAST OF THE EAST ABUTMENT OF THE BRIDGE, AND 0.6 M (2.0 FT) BELOW THE
 PD1179'LEVEL OF THE STREET.  NOTE--THE MARK IS ON PROPERTY OWNED BY THE CITY
 PD1179'OF EASTPORT, 78 HIGH STREET, EASTPOST, ME 04361, TELEPHONE
 PD1179'207-853-2300.  THIS IS A COOPERATIVE BASE NETWORK CONTROL STATION.
 PD1179
 PD1179                          STATION RECOVERY (2002)
 PD1179
 PD1179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (RWA)
 PD1179'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0760 ***********************************************************************
 PD0760  DESIGNATION -  EASTPORT CATH CH SPIRE
 PD0760  PID         -  PD0760
 PD0760  STATE/COUNTY-  ME/WASHINGTON
 PD0760  USGS QUAD   -  EASTPORT (1977)
 PD0760
 PD0760                         *CURRENT SURVEY CONTROL
 PD0760  ___________________________________________________________________
 PD0760* NAD 83(1996)-  44 54 22.63778(N)    066 59 27.82464(W)     ADJUSTED  
 PD0760* NAVD 88     -                                                        
 PD0760  ___________________________________________________________________
 PD0760  LAPLACE CORR-           2.40  (seconds)                    DEFLEC99
 PD0760  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 PD0760
 PD0760  HORZ ORDER  -  THIRD
 PD0760
 PD0760.The horizontal coordinates were established by classical geodetic methods
 PD0760.and adjusted by the National Geodetic Survey in March 1998..
 PD0760
 PD0760
 PD0760.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0760
 PD0760.The geoid height was determined by GEOID03.
 PD0760
 PD0760;                    North         East     Units Scale Factor Converg.
 PD0760;SPC ME E     -   138,838.100   419,156.883   MT  1.00007454   +1 03 55.3
 PD0760;UTM  19      - 4,974,503.485   658,593.054   MT  0.99990929   +1 25 06.6
 PD0760
 PD0760                          SUPERSEDED SURVEY CONTROL
 PD0760
 PD0760  NAD 83(1992)-  44 54 22.62715(N)    066 59 27.82619(W) AD(       ) 4
 PD0760  NAD 83(1986)-  44 54 22.62539(N)    066 59 27.82713(W) AD(       ) 4
 PD0760  NAD 27      -  44 54 22.33400(N)    066 59 29.90200(W) AD(       ) 3
 PD0760
 PD0760.Superseded values are not recommended for survey control.
 PD0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0760.See file dsdata.txt to determine how the superseded data were derived.
 PD0760
 PD0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5859374503(NAD 83)
 PD0760_MARKER: 89 = SPIRE
 PD0760_SETTING: 0 = UNSPECIFIED SETTING
 PD0760
 PD0760  HISTORY     - Date     Condition        Report By
 PD0760  HISTORY     - 1910     FIRST OBSERVED   CGS
 PD0760  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0760  HISTORY     - 1946     GOOD             IBC
 PD0760  HISTORY     - 1985     GOOD             NOS
 PD0760
 PD0760                          STATION DESCRIPTION
 PD0760
 PD0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (WMS)
 PD0760'THE MOST NORTHWESTERLY OF THE THREE PROMINENT SPIRES IN EASTPORT,
 PD0760'ME.  THE CHURCH IS ON THE CORNER OF WASHINGTON AND CHAPEL STREETS.
 PD0760'
 PD0760'STATION MARK IS THE TOP OF THE DARK - COLORED SPIRE ON THE W GABLE
 PD0760'OF THE CHURCH.
 PD0760
 PD0760                          STATION RECOVERY (1946)
 PD0760
 PD0760'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0760'STATION IS THE MOST NW OF THE THREE PROMINENT SPIRES IN EASTPORT,
 PD0760'MAINE.  THE CHURCH IS ON THE CORNER OF WASHINGTON AND CHAPEL
 PD0760'STREETS.
 PD0760'
 PD0760'STATION MARK IS THE TOP OF THE DARK-COLORED SPIRE ON THE W
 PD0760'GABLE OF THE CHURCH.
 PD0760
 PD0760                          STATION RECOVERY (1946)
 PD0760
 PD0760'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 PD0760'RECOVERED IN GOOD CONDITION.
 PD0760
 PD0760                          STATION RECOVERY (1985)
 PD0760
 PD0760'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1985 (WVH)
 PD0760'THE STATION WAS RECOVERED AT THIS DATE.
 PD0760'IN ADDITION, A CROSS IS ON THE TOP OF THE DARK GREEN, EIGHT SIDED
 PD0760'SPIRE.  THE SPIRE IS ON THE CENTER OF THE SOUTH FACE OF THE CHURCH.
 PD0760'THE TOWER HAS THREE SECTIONS IN ADDITION TO THE SPIRE.  THE LOWEST
 PD0760'SECTION HAS A DOOR, THE NEXT SECTION HAS FOUR SMALL WINDOWS ON EACH
 PD0760'FACE AND THE TOP SECTION HAS TWO LOOVERS ON EACH FACE.
 PD0760'
 PD0760'DESCRIBED BY G.E.L.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0768 ***********************************************************************
 PD0768  DESIGNATION -  EASTPORT CONG CH SPIRE
 PD0768  PID         -  PD0768
 PD0768  STATE/COUNTY-  ME/WASHINGTON
 PD0768  USGS QUAD   -  EASTPORT (1977)
 PD0768
 PD0768                         *CURRENT SURVEY CONTROL
 PD0768  ___________________________________________________________________
 PD0768* NAD 83(1996)-  44 54 15.69952(N)    066 59 14.55332(W)     ADJUSTED  
 PD0768* NAVD 88     -                                                        
 PD0768  ___________________________________________________________________
 PD0768  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 PD0768  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 PD0768
 PD0768  HORZ ORDER  -  THIRD
 PD0768
 PD0768.The horizontal coordinates were established by classical geodetic methods
 PD0768.and adjusted by the National Geodetic Survey in March 1998..
 PD0768
 PD0768
 PD0768.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0768
 PD0768.The geoid height was determined by GEOID03.
 PD0768
 PD0768;                    North         East     Units Scale Factor Converg.
 PD0768;SPC ME E     -   138,629.361   419,451.987   MT  1.00007540   +1 04 04.5
 PD0768;UTM  19      - 4,974,296.604   658,889.390   MT  0.99991044   +1 25 15.8
 PD0768
 PD0768                          SUPERSEDED SURVEY CONTROL
 PD0768
 PD0768  NAD 83(1992)-  44 54 15.68887(N)    066 59 14.55489(W) AD(       ) 4
 PD0768  NAD 83(1986)-  44 54 15.68660(N)    066 59 14.55630(W) AD(       ) 4
 PD0768  NAD 27      -  44 54 15.39600(N)    066 59 16.63500(W) AD(       ) 3
 PD0768
 PD0768.Superseded values are not recommended for survey control.
 PD0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0768.See file dsdata.txt to determine how the superseded data were derived.
 PD0768
 PD0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5888974297(NAD 83)
 PD0768_MARKER: 89 = SPIRE
 PD0768_SETTING: 0 = UNSPECIFIED SETTING
 PD0768
 PD0768  HISTORY     - Date     Condition        Report By
 PD0768  HISTORY     - 1910     FIRST OBSERVED   CGS
 PD0768  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0768  HISTORY     - 1985     GOOD             NOS
 PD0768
 PD0768                          STATION DESCRIPTION
 PD0768
 PD0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (NWS)
 PD0768'A TALL, SLENDER SPIRE, SIMILAR IN SHAPE TO THE CATHOLIC SPIRE,
 PD0768'ON THE W SIDE OF THE STREET NEAR THE MIDDLE OF THE BLOCK, ABOUT
 PD0768'A BLOCK W OF THE POST OFFICE AND A BLOCK AND A HALF S.  THE
 PD0768'SPIRE AND CHURCH ARE PAINTED WHITE.  A CLOCK IS AT THE BASE OF THE
 PD0768'SPIRE.
 PD0768
 PD0768                          STATION RECOVERY (1985)
 PD0768
 PD0768'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1985 (WVH)
 PD0768'THE STATION WAS RECOVERED AT THIS DATE.
 PD0768'IN ADDITION, THE TOWER HAS TWO SECTIONS PLUS THE SPIRE.  THE LOWER
 PD0768'SECTION HAS A CLOCK ON EACH FACE, THE HIGHER SECTION IS EIGHT SIDED
 PD0768'AND HAS LOUVERS ON ALL FACES.  THE SPIRE IS LIGHT COLORED AND HAS
 PD0768'A WIND VANE ON TOP.  THE SPIRE IS CENTERED ON THE EAST END OF
 PD0768'THE CHURCH.
 PD0768'
 PD0768'DESCRIBED BY G.E.L.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH5046 ***********************************************************************
 AH5046  CORS        -  This is a GPS Continuously Operating Reference Station.
 AH5046  DESIGNATION -  EASTPORT CORS ARP
 AH5046  CORS_ID     -  EPRT
 AH5046  PID         -  AH5046
 AH5046  STATE/COUNTY-  ME/WASHINGTON
 AH5046  USGS QUAD   -  EASTPORT (1977)
 AH5046
 AH5046                         *CURRENT SURVEY CONTROL
 AH5046  ___________________________________________________________________
 AH5046* NAD 83(CORS)-  44 54 31.31972(N)    066 59 31.66826(W)     ADJUSTED  
 AH5046* NAVD 88     -        54.0    (meters)     177.     (feet)  GPS OBS   
 AH5046  ___________________________________________________________________
 AH5046  EPOCH DATE  -        2002.00
 AH5046  X           -   1,768,545.249 (meters)                     COMP
 AH5046  Y           -  -4,164,840.884 (meters)                     COMP
 AH5046  Z           -   4,480,190.460 (meters)                     COMP
 AH5046  ELLIP HEIGHT-          31.52  (meters)          (03/??/02) GPS OBS
 AH5046  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 AH5046
 AH5046  HORZ ORDER  -  SPECIAL (CORS)
 AH5046  ELLP ORDER  -  SPECIAL (CORS)
 AH5046
 AH5046.ITRF positions are available for this station.
 AH5046.The coordinates were established by GPS observations
 AH5046.and adjusted by the National Geodetic Survey in March 2002..
 AH5046.The coordinates are valid at the epoch date displayed above.
 AH5046.The epoch date for horizontal control is a decimal equivalence
 AH5046.of Year/Month/Day.
 AH5046
 AH5046.The orthometric height was determined by GPS observations and a
 AH5046.high-resolution geoid model.
 AH5046
 AH5046.The PID for the CORS L1 Phase Center is AH5047.
 AH5046
 AH5046.The XYZ, and position/ellipsoidal ht. are equivalent.
 AH5046
 AH5046.The ellipsoidal height was determined by GPS observations
 AH5046.and is referenced to NAD 83.
 AH5046
 AH5046.The geoid height was determined by GEOID03.
 AH5046
 AH5046;                    North         East     Units Scale Factor Converg.
 AH5046;SPC ME E     -   139,104.513   419,067.592   MT  1.00007428   +1 03 52.7
 AH5046
 AH5046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5046!SPC ME E     -   0.99999506  x   1.00007428  =   1.00006934
 AH5046
 AH5046                          SUPERSEDED SURVEY CONTROL
 AH5046
 AH5046  NAD 83(CORS)-  44 54 31.31968(N)    066 59 31.66834(W) AD(1997.00) c
 AH5046  ELLIP H (10/??/98)   31.50   (m)                       GP(1997.00) c c
 AH5046
 AH5046.Superseded values are not recommended for survey control.
 AH5046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5046.See file dsdata.txt to determine how the superseded data were derived.
 AH5046
 AH5046_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5850274769(NAD 83)
 AH5046_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AH5046
 AH5046                          STATION DESCRIPTION
 AH5046
 AH5046'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AH5046'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AH5046'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AH5046'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AH5046'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AH5046'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH5047 ***********************************************************************
 AH5047  CORS        -  This is a GPS Continuously Operating Reference Station.
 AH5047  DESIGNATION -  EASTPORT CORS L1 PHASE CENTER
 AH5047  CORS_ID     -  EPRT
 AH5047  PID         -  AH5047
 AH5047  STATE/COUNTY-  ME/WASHINGTON
 AH5047  USGS QUAD   -  EASTPORT (1977)
 AH5047
 AH5047                         *CURRENT SURVEY CONTROL
 AH5047  ___________________________________________________________________
 AH5047* NAD 83(CORS)-  44 54 31.31976(N)    066 59 31.66824(W)     ADJUSTED  
 AH5047* NAVD 88     -                                                        
 AH5047  ___________________________________________________________________
 AH5047  EPOCH DATE  -        2002.00
 AH5047  X           -   1,768,545.280 (meters)                     COMP
 AH5047  Y           -  -4,164,840.955 (meters)                     COMP
 AH5047  Z           -   4,480,190.538 (meters)                     COMP
 AH5047  ELLIP HEIGHT-          31.63  (meters)          (03/??/02) GPS OBS
 AH5047  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 AH5047
 AH5047  HORZ ORDER  -  SPECIAL (CORS)
 AH5047  ELLP ORDER  -  SPECIAL (CORS)
 AH5047
 AH5047.ITRF positions are available for this station.
 AH5047.The coordinates were established by GPS observations
 AH5047.and adjusted by the National Geodetic Survey in March 2002..
 AH5047.The coordinates are valid at the epoch date displayed above.
 AH5047.The epoch date for horizontal control is a decimal equivalence
 AH5047.of Year/Month/Day.
 AH5047
 AH5047
 AH5047.The PID for the CORS ARP is AH5046.
 AH5047
 AH5047.The XYZ, and position/ellipsoidal ht. are equivalent.
 AH5047
 AH5047.The ellipsoidal height was determined by GPS observations
 AH5047.and is referenced to NAD 83.
 AH5047
 AH5047.The geoid height was determined by GEOID03.
 AH5047
 AH5047;                    North         East     Units Scale Factor Converg.
 AH5047;SPC ME E     -   139,104.514   419,067.592   MT  1.00007428   +1 03 52.7
 AH5047
 AH5047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5047!SPC ME E     -   0.99999504  x   1.00007428  =   1.00006932
 AH5047
 AH5047                          SUPERSEDED SURVEY CONTROL
 AH5047
 AH5047  NAD 83(CORS)-  44 54 31.31972(N)    066 59 31.66832(W) AD(1997.00) c
 AH5047  ELLIP H (10/??/98)   31.61   (m)                       GP(1997.00) c c
 AH5047
 AH5047.Superseded values are not recommended for survey control.
 AH5047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5047.See file dsdata.txt to determine how the superseded data were derived.
 AH5047
 AH5047_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5850274769(NAD 83)
 AH5047_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AH5047
 AH5047                          STATION DESCRIPTION
 AH5047
 AH5047'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AH5047'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AH5047'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AH5047'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AH5047'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AH5047'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1177 ***********************************************************************
 PD1177  DESIGNATION -  EASTPORT ECC
 PD1177  PID         -  PD1177
 PD1177  STATE/COUNTY-  ME/WASHINGTON
 PD1177  USGS QUAD   -  EASTPORT (1977)
 PD1177
 PD1177                         *CURRENT SURVEY CONTROL
 PD1177  ___________________________________________________________________
 PD1177* NAD 83(1996)-  44 54 16.25665(N)    066 59 00.70491(W)     ADJUSTED  
 PD1177* NAVD 88     -                                                        
 PD1177  ___________________________________________________________________
 PD1177  X           -   1,769,285.200 (meters)                     COMP
 PD1177  Y           -  -4,164,845.513 (meters)                     COMP
 PD1177  Z           -   4,479,826.508 (meters)                     COMP
 PD1177  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 PD1177  ELLIP HEIGHT-         -17.52  (meters)          (01/15/02) GPS OBS
 PD1177  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 PD1177
 PD1177  HORZ ORDER  -  FIRST
 PD1177  ELLP ORDER  -  FOURTH    CLASS I
 PD1177
 PD1177.The horizontal coordinates were established by GPS observations
 PD1177.and adjusted by the National Geodetic Survey in March 1998..
 PD1177
 PD1177
 PD1177.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PD1177
 PD1177.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1177
 PD1177.The ellipsoidal height was determined by GPS observations
 PD1177.and is referenced to NAD 83.
 PD1177
 PD1177.The geoid height was determined by GEOID03.
 PD1177
 PD1177;                    North         East     Units Scale Factor Converg.
 PD1177;SPC ME E     -   138,652.227   419,755.447   MT  1.00007630   +1 04 14.3
 PD1177;UTM  19      - 4,974,321.336   659,192.653   MT  0.99991163   +1 25 25.6
 PD1177
 PD1177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD1177!SPC ME E     -   1.00000275  x   1.00007630  =   1.00007905
 PD1177!UTM  19      -   1.00000275  x   0.99991163  =   0.99991438
 PD1177
 PD1177                          SUPERSEDED SURVEY CONTROL
 PD1177
 PD1177  ELLIP H (03/06/98)  -17.60   (m)                       GP(       ) 4 1
 PD1177  NAD 83(1992)-  44 54 16.25364(N)    066 59 00.70375(W) AD(       ) 1
 PD1177  ELLIP H (01/28/95)  -17.54   (m)                       GP(       ) 4 2
 PD1177  NAD 83(1986)-  44 54 16.26055(N)    066 59 00.72055(W) AD(       ) 1
 PD1177  NGVD 29 (04/26/90)    5.8    (m)           19.     (f) GPS OBS        
 PD1177
 PD1177.Superseded values are not recommended for survey control.
 PD1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1177.See file dsdata.txt to determine how the superseded data were derived.
 PD1177
 PD1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5919374321(NAD 83)
 PD1177_MARKER: Z = SEE DESCRIPTION
 PD1177_SETTING: 0 = UNSPECIFIED SETTING
 PD1177_STAMPING: ECC
 PD1177_MARK LOGO: NGS   
 PD1177_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PD1177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD1177+STABILITY: SURFACE MOTION
 PD1177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PD1177+SATELLITE: SATELLITE OBSERVATIONS - 1989
 PD1177
 PD1177  HISTORY     - Date     Condition        Report By
 PD1177  HISTORY     - 1989     MONUMENTED       NGS
 PD1177
 PD1177                          STATION DESCRIPTION
 PD1177
 PD1177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 PD1177'THE STATION IS LOCATED ABOUT 60.0 KM (37.30 MI) NORTHEAST OF MACHIAS,
 PD1177'51.0 KM (31.70 MI) SOUTH-SOUTHEAST OF CALAIS, AND IN THE TOWN OF
 PD1177'EASTPORT ON THE SOUTHWEST END OF CITY PIER.  OWNERSHIP--CITY OF
 PD1177'EASTPORT, CITY MANAGER, JIM DELANO, 78 HIGH STREET, EASTPORT, ME.
 PD1177'04631.  PHONE (207)-853-2300.
 PD1177'TO REACH THE STATION FROM THE INTERSECTION OF WASHINGTON AND WATER
 PD1177'STREETS, AT THE U.S. POST OFFICE IN EASTPORT, GO SOUTH ON WATER STREET
 PD1177'FOR 0.2 KM (0.10 MI) TO THE PIER ON THE LEFT.  TURN LEFT AND GO ACROSS
 PD1177'A WOODEN BRIDGE TO THE CONCRETE PIER AND STATION ON RIGHT ON THE RIM
 PD1177'OF MANHOLE COVER.
 PD1177'THE STATION IS A CHISELED TRIANGLE WITH A PUNCH MARK FOR CENTER IN THE
 PD1177'EAST SIDE OF THE RIM OF A 0.53 M (1.7 FT) DIAMETER MANHOLE COVER SET
 PD1177'IN THE SURFACE OF THE CONCRETE PIER.  THE LETTERS -ECC- ARE CHISELED
 PD1177'ON THE RIM.  THE MANHOLE IS LOCATED ON THE SOUTHWEST CORNER OF THE
 PD1177'PIER.  LOCATED 8.45 M (27.7 FT) SOUTHWEST OF A IRON BALLARD, 3.7 M
 PD1177'(12.1 FT) NORTHWEST OF A LIGHT POLE, 0.9 M (3.0 FT)  EAST OF THE METAL
 PD1177'EDGE OF WEST END OF CONCRETE PIER AND 0.5 M (1.6 FT) SOUTH OF A
 PD1177'HORIZONTAL SURVEY DISK.
 PD1177'SOUTHEAST MAINE SUBSIDENCE NETWORK, OCTOBER 1988.
 PD1177'DESCRIBED BY D.L. SPRANGERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0762 ***********************************************************************
 PD0762  DESIGNATION -  EASTPORT MONUMENT 1893
 PD0762  PID         -  PD0762
 PD0762  STATE/COUNTY-  ME/WASHINGTON
 PD0762  USGS QUAD   -  EASTPORT (1977)
 PD0762
 PD0762                         *CURRENT SURVEY CONTROL
 PD0762  ___________________________________________________________________
 PD0762* NAD 83(1996)-  44 54 32.31428(N)    066 59 42.71973(W)     ADJUSTED  
 PD0762* NAVD 88     -                                                        
 PD0762  ___________________________________________________________________
 PD0762  LAPLACE CORR-           2.51  (seconds)                    DEFLEC99
 PD0762  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 PD0762
 PD0762  HORZ ORDER  -  THIRD
 PD0762
 PD0762.The horizontal coordinates were established by classical geodetic methods
 PD0762.and adjusted by the National Geodetic Survey in March 1998..
 PD0762
 PD0762
 PD0762.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0762
 PD0762.The geoid height was determined by GEOID03.
 PD0762
 PD0762;                    North         East     Units Scale Factor Converg.
 PD0762;SPC ME E     -   139,130.711   418,824.614   MT  1.00007357   +1 03 45.0
 PD0762;UTM  19      - 4,974,793.995   658,259.043   MT  0.99990798   +1 24 56.3
 PD0762
 PD0762                          SUPERSEDED SURVEY CONTROL
 PD0762
 PD0762  NAD 83(1992)-  44 54 32.30342(N)    066 59 42.72095(W) AD(       ) 3
 PD0762  NAD 83(1986)-  44 54 32.30165(N)    066 59 42.72269(W) AD(       ) 3
 PD0762  NAD 27      -  44 54 32.03200(N)    066 59 44.80400(W) AD(       ) 3
 PD0762
 PD0762.Superseded values are not recommended for survey control.
 PD0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0762.See file dsdata.txt to determine how the superseded data were derived.
 PD0762
 PD0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5825974794(NAD 83)
 PD0762_MARKER: H = DRILL HOLE
 PD0762_SETTING: 0 = UNSPECIFIED SETTING
 PD0762_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0762_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PD0762
 PD0762  HISTORY     - Date     Condition        Report By
 PD0762  HISTORY     - 1893     MONUMENTED       CGS
 PD0762  HISTORY     - 1946     MARK NOT FOUND   IBC
 PD0762  HISTORY     - 1985     MARK NOT FOUND   NOS
 PD0762
 PD0762                          STATION DESCRIPTION
 PD0762
 PD0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1893 (TCM)
 PD0762'THIS RANGE MONUMENT STANDS ON THE HEIGHTS IN THE NORTHWESTERN
 PD0762'OUTSKIRTS OF EASTPORT, ON A SMALL SADDLE 140 METERS NW OF THE
 PD0762'HIGHEST KNOB, AND ABOUT 30 FEET LOWER IN ELEVATION.  ON THE RANGE
 PD0762'LINE TWO DRAINPIPES ARE PLACED, ONE 9.5 METERS N AND THE OTHER
 PD0762'8.7 METERS S OF THE CENTER OF THE MONUMENT.  THE DRILL HOLE
 PD0762'MARKING THE TRIANGULATION STATION IS 5.4 METERS FROM THE CENTER
 PD0762'OF THE MONUMENT AND IS SLIGHTLY TO THE WESTWARD OF THE RANGE
 PD0762'LINE.
 PD0762
 PD0762                          STATION RECOVERY (1946)
 PD0762
 PD0762'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 PD0762'NOT RECOVERED.  DRILL HOLE PROBABLY STILL THERE.  THIS IS NOT IN THE
 PD0762'SAME POSITION AS---RANGE MARK 8---.
 PD0762
 PD0762                          STATION RECOVERY (1985)
 PD0762
 PD0762'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1985 (WVH)
 PD0762'THE STATION NOT RECOVERED AT THIS DATE.
 PD0762'A 1/2 HOUR SEARCH FAILED TO RECOVER THIS DRILL HOLE.
 PD0762'
 PD0762'DESCRIBED BY G.E.L.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0761 ***********************************************************************
 PD0761  DESIGNATION -  EASTPORT REF MARK IBC 1913
 PD0761  PID         -  PD0761
 PD0761  STATE/COUNTY-  ME/WASHINGTON
 PD0761  USGS QUAD   -  EASTPORT (1977)
 PD0761
 PD0761                         *CURRENT SURVEY CONTROL
 PD0761  ___________________________________________________________________
 PD0761* NAD 83(1996)-  44 54 48.27376(N)    066 59 34.43144(W)     ADJUSTED  
 PD0761* NAVD 88     -                                                        
 PD0761  ___________________________________________________________________
 PD0761  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 PD0761  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 PD0761
 PD0761  HORZ ORDER  -  THIRD
 PD0761
 PD0761.The horizontal coordinates were established by classical geodetic methods
 PD0761.and adjusted by the National Geodetic Survey in March 1998..
 PD0761
 PD0761
 PD0761.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0761
 PD0761.The geoid height was determined by GEOID03.
 PD0761
 PD0761;                    North         East     Units Scale Factor Converg.
 PD0761;SPC ME E     -   139,626.697   418,997.262   MT  1.00007407   +1 03 51.1
 PD0761;UTM  19      - 4,975,290.954   658,428.602   MT  0.99990864   +1 25 02.6
 PD0761
 PD0761:                Primary Azimuth Mark                     Grid Az
 PD0761:SPC ME E     -  CHERRY ISLAND TOWER IBC                  073 03 08.2
 PD0761:UTM  19      -  CHERRY ISLAND TOWER IBC                  072 41 56.7
 PD0761
 PD0761|---------------------------------------------------------------------|
 PD0761| PID    Reference Object                     Distance      Geod. Az  |
 PD0761|                                                           dddmmss.s |
 PD0761| PD0809 CHERRY ISLAND TOWER IBC             APPROX. 2.1 KM 0740659.3 |
 PD0761| PD0834 KENDALL 2 KENDALL HEAD 1893         APPROX. 2.8 KM 3204536.9 |
 PD0761|---------------------------------------------------------------------|
 PD0761
 PD0761                          SUPERSEDED SURVEY CONTROL
 PD0761
 PD0761  NAD 83(1992)-  44 54 48.26304(N)    066 59 34.43269(W) AD(       ) 3
 PD0761  NAD 83(1986)-  44 54 48.26043(N)    066 59 34.43337(W) AD(       ) 3
 PD0761  NAD 27      -  44 54 47.96600(N)    066 59 36.51000(W) AD(       ) 3
 PD0761
 PD0761.Superseded values are not recommended for survey control.
 PD0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0761.See file dsdata.txt to determine how the superseded data were derived.
 PD0761
 PD0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5842975291(NAD 83)
 PD0761_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PD0761_SETTING: 66 = SET IN ROCK OUTCROP
 PD0761_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 PD0761_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0761_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0761+STABILITY: POSITION/ELEVATION WELL
 PD0761
 PD0761  HISTORY     - Date     Condition        Report By
 PD0761  HISTORY     - 1913     MONUMENTED       IBC
 PD0761  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0761  HISTORY     - 1956     SEE DESCRIPTION  AEROS
 PD0761  HISTORY     - 1972     GOOD             IBC
 PD0761  HISTORY     - 1985     POOR             NOS
 PD0761
 PD0761                          STATION DESCRIPTION
 PD0761
 PD0761'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1913 (AJB)
 PD0761'ON MOOSE ISLAND IN PASSAMAQUODDY BAY, IN THE NORTHERN PART OF
 PD0761'EASTPORT, ABOUT 650 METERS SW OF DOG ISLAND, AND ABOUT 225 METERS N
 PD0761'OF THE N LINE OF THE LARGE CEMETERY THAT LIES ON BOTH SIDES OF THE
 PD0761'N - S ROAD.  THE STATION IS ABOUT 70 METERS W OF N FROM THE
 PD0761'INTERSECTION OF THIS ROAD AND AND E - W ROAD, WITH A GRANITE STONE
 PD0761'MARKING THE SITE OF THE OLD MOOSE ISLAND MEETING HOUSE OF 1794 AND
 PD0761'A STORE BETWEEN THE INTERSECTION AND THE STATION, THE BUILDING
 PD0761'BEING ABOUT 50 METERS DISTANT.  THE STATION IS ON HIGH GROUND, BUT
 PD0761'IS NOT THE HIGHEST LEDGE IN THE VICINITY.
 PD0761'
 PD0761'STATION MARK IS A BRONZE STATION DISK SET IN A DRILL HOLE IN A FLAT
 PD0761'OUTCROPPING LEDGE IN A FIELD.
 PD0761
 PD0761                          STATION RECOVERY (1946)
 PD0761
 PD0761'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (NWS)
 PD0761'STATION IS ON MOOSE ISLAND IN PASSAMAQUODDY BAY, IN THE NORTHERN
 PD0761'PART OF EASTPORT, ABOUT 650 METERS SW OF DOG ISLAND, AND ABOUT 225
 PD0761'METERS N OF THE N LINE OF THE LARGE CEMETERY THAT LIES ON BOTH
 PD0761'SIDES OF THE N-S ROAD.  THE STATION IS ABOUT 70 METERS W OF N FROM
 PD0761'THE INTERSECTION OF THIS ROAD AND AN E-W ROAD, WITH A GRANITE
 PD0761'STONE MARKING THE SITE OF THE OLD MOOSE ISLAND MEETING HOUSE
 PD0761'OF 1794 AND A STORE BETWEEN THE INTERSECTION AND THE STATION, THE
 PD0761'BUILDING BEING ABOUT 50 METERS DISTANT.  THE STATION IS ON HIGH
 PD0761'GROUND, BUT IS NOT THE HIGHEST LEDGE IN THE VICINITY.
 PD0761'
 PD0761'STATION MARK IS A BRONZE STATION DISK SET IN A DRILL HOLE IN A
 PD0761'FLAT OUTCROPPING LEDGE IN A FIELD.
 PD0761
 PD0761                          STATION RECOVERY (1956)
 PD0761
 PD0761'RECOVERY NOTE BY AERO SERVICE CORPORATION 1956
 PD0761'STATION WAS RECOVERED.  FOUND BROKEN OFF.  FOUND SHANK AND REPAIRED
 PD0761'MONUMENT.
 PD0761
 PD0761                          STATION RECOVERY (1972)
 PD0761
 PD0761'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 PD0761'THE STATION WAS RECOVERED ABOUT AS DESCRIBED.  THE DISC IS GONE BUT
 PD0761'THE SHANK REMAINS.  IN 1957 THE CORPS OF ENGINEERS PUT IN 2 REFERENCE
 PD0761'MARKS, ONE 44.77 FEET AWAY AND THE OTHER 32.42 FEET FROM THE STATION
 PD0761'IN ADJACENT OUTCROPPING LEDGES.
 PD0761
 PD0761                          STATION RECOVERY (1985)
 PD0761
 PD0761'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1985 (WVH)
 PD0761'THE STATION WAS RECOVERED AT THIS DATE.
 PD0761'THE DISK IS GONE BUT THE SHANK REMAINS.  THE STATION IS ABOUT
 PD0761'50 FEET WEST OF THE DRIVEWAY TO A ONE STORY GREY AND RED HOUSE
 PD0761'AND ABOUT ON LINE WITH THE EAST END OF THE HOUSE.  THE HOUSE IS THE
 PD0761'SECOND ONE WEST OF THE DESCRIBED INTERSECTION.
 PD0761'
 PD0761'REFERENCE MARK NO. 1 IS A STANDARD USE DISK
 PD0761'STAMPED---EASTPORT RM 1957 32.42 TO STA---,
 PD0761'SET INTO A DRILL HOLE IN A SECOND ROCK LEDGE TO THE NORTH.
 PD0761'
 PD0761'DESCRIBED BY G.E.L.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0773 ***********************************************************************
 PD0773  DESIGNATION -  EASTPORT SEACOAST FACT 2 CHIM
 PD0773  PID         -  PD0773
 PD0773  STATE/COUNTY-  ME/WASHINGTON
 PD0773  USGS QUAD   -  EASTPORT (1977)
 PD0773
 PD0773                         *CURRENT SURVEY CONTROL
 PD0773  ___________________________________________________________________
 PD0773* NAD 83(1996)-  44 54 49.36381(N)    066 59 06.89058(W)     ADJUSTED  
 PD0773* NAVD 88     -                                                        
 PD0773  ___________________________________________________________________
 PD0773  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 PD0773  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 PD0773
 PD0773  HORZ ORDER  -  THIRD
 PD0773
 PD0773.The horizontal coordinates were established by classical geodetic methods
 PD0773.and adjusted by the National Geodetic Survey in March 1998..
 PD0773
 PD0773
 PD0773.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0773
 PD0773.The geoid height was determined by GEOID03.
 PD0773
 PD0773;                    North         East     Units Scale Factor Converg.
 PD0773;SPC ME E     -   139,671.592   419,600.680   MT  1.00007584   +1 04 10.6
 PD0773;UTM  19      - 4,975,339.560   659,031.632   MT  0.99991100   +1 25 22.1
 PD0773
 PD0773                          SUPERSEDED SURVEY CONTROL
 PD0773
 PD0773  NAD 83(1992)-  44 54 49.35303(N)    066 59 06.89197(W) AD(       ) 4
 PD0773  NAD 83(1986)-  44 54 49.35012(N)    066 59 06.89227(W) AD(       ) 4
 PD0773  NAD 27      -  44 54 49.04000(N)    066 59 08.95000(W) AD(       ) 3
 PD0773
 PD0773.Superseded values are not recommended for survey control.
 PD0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0773.See file dsdata.txt to determine how the superseded data were derived.
 PD0773
 PD0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5903275340(NAD 83)
 PD0773
 PD0773  HISTORY     - Date     Condition        Report By
 PD0773  HISTORY     - UNK      MONUMENTED
 PD0773  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0773
 PD0773                          STATION DESCRIPTION
 PD0773
 PD0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0773'STATION LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0774 ***********************************************************************
 PD0774  DESIGNATION -  EASTPORT STANDPIPE
 PD0774  PID         -  PD0774
 PD0774  STATE/COUNTY-  ME/WASHINGTON
 PD0774  USGS QUAD   -  EASTPORT (1977)
 PD0774
 PD0774                         *CURRENT SURVEY CONTROL
 PD0774  ___________________________________________________________________
 PD0774* NAD 83(1996)-  44 54 25.41898(N)    066 59 21.58484(W)     ADJUSTED  
 PD0774* NAVD 88     -                                                        
 PD0774  ___________________________________________________________________
 PD0774  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 PD0774  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 PD0774
 PD0774  HORZ ORDER  -  THIRD
 PD0774
 PD0774.The horizontal coordinates were established by classical geodetic methods
 PD0774.and adjusted by the National Geodetic Survey in March 1998..
 PD0774
 PD0774
 PD0774.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0774
 PD0774.The geoid height was determined by GEOID03.
 PD0774
 PD0774;                    North         East     Units Scale Factor Converg.
 PD0774;SPC ME E     -   138,926.492   419,292.158   MT  1.00007493   +1 03 59.7
 PD0774;UTM  19      - 4,974,592.695   658,727.759   MT  0.99990981   +1 25 11.1
 PD0774
 PD0774                          SUPERSEDED SURVEY CONTROL
 PD0774
 PD0774  NAD 83(1992)-  44 54 25.40833(N)    066 59 21.58633(W) AD(       ) 4
 PD0774  NAD 83(1986)-  44 54 25.40660(N)    066 59 21.58801(W) AD(       ) 4
 PD0774  NAD 27      -  44 54 25.11300(N)    066 59 23.66400(W) AD(       ) 3
 PD0774
 PD0774.Superseded values are not recommended for survey control.
 PD0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0774.See file dsdata.txt to determine how the superseded data were derived.
 PD0774
 PD0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5872874593(NAD 83)
 PD0774_MARKER: 52 = STANDPIPE TANK
 PD0774_SETTING: 0 = UNSPECIFIED SETTING
 PD0774
 PD0774  HISTORY     - Date     Condition        Report By
 PD0774  HISTORY     - 1910     FIRST OBSERVED   CGS
 PD0774  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0774  HISTORY     - 1955     GOOD             IBC
 PD0774  HISTORY     - 1985     GOOD             NOS
 PD0774
 PD0774                          STATION DESCRIPTION
 PD0774
 PD0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (WMS)
 PD0774'STATION IS THE STANDPIPE ON THE HIGHEST HILL IN EASTPORT, ME, ABOUT
 PD0774'50 METERS W OF THE HIGH SCHOOL BUILDING.
 PD0774
 PD0774                          STATION RECOVERY (1946)
 PD0774
 PD0774'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0774'STATION IS THE STANDPIPE ON THE HIGHEST HILL IN EASTPORT, MAINE,
 PD0774'ABOUT 50 METERS W OF THE HIGH SCHOOL BUILDING.
 PD0774
 PD0774                          STATION RECOVERY (1955)
 PD0774
 PD0774'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 PD0774'RECOVERED IN GOOD CONDITION.
 PD0774
 PD0774                          STATION RECOVERY (1985)
 PD0774
 PD0774'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1985 (WVH)
 PD0774'THE STATION WAS RECOVERED AT THIS DATE.
 PD0774'IT IS PRESENTLY LIGHT GREEN WITH RUST.
 PD0774'
 PD0774'DESCRIBED BY G.E.L.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0785 ***********************************************************************
 PD0785  DESIGNATION -  EASTPORT WEATHER BUR NATL FLAG
 PD0785  PID         -  PD0785
 PD0785  STATE/COUNTY-  ME/WASHINGTON
 PD0785  USGS QUAD   -  EASTPORT (1977)
 PD0785
 PD0785                         *CURRENT SURVEY CONTROL
 PD0785  ___________________________________________________________________
 PD0785* NAD 83(1996)-  44 54 21.18747(N)    066 59 06.60779(W)     ADJUSTED  
 PD0785* NAVD 88     -                                                        
 PD0785  ___________________________________________________________________
 PD0785  LAPLACE CORR-           2.30  (seconds)                    DEFLEC99
 PD0785  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 PD0785
 PD0785  HORZ ORDER  -  THIRD
 PD0785
 PD0785.The horizontal coordinates were established by classical geodetic methods
 PD0785.and adjusted by the National Geodetic Survey in March 1998..
 PD0785
 PD0785
 PD0785.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0785
 PD0785.The geoid height was determined by GEOID03.
 PD0785
 PD0785;                    North         East     Units Scale Factor Converg.
 PD0785;SPC ME E     -   138,802.005   419,623.119   MT  1.00007591   +1 04 10.2
 PD0785;UTM  19      - 4,974,470.271   659,059.427   MT  0.99991111   +1 25 21.6
 PD0785
 PD0785                          SUPERSEDED SURVEY CONTROL
 PD0785
 PD0785  NAD 83(1992)-  44 54 21.17678(N)    066 59 06.60921(W) AD(       ) 4
 PD0785  NAD 83(1986)-  44 54 21.17362(N)    066 59 06.61023(W) AD(       ) 4
 PD0785  NAD 27      -  44 54 20.88400(N)    066 59 08.68800(W) AD(       ) 3
 PD0785
 PD0785.Superseded values are not recommended for survey control.
 PD0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0785.See file dsdata.txt to determine how the superseded data were derived.
 PD0785
 PD0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5905974470(NAD 83)
 PD0785_MARKER: 83 = FLAGSTAFF
 PD0785_SETTING: 0 = UNSPECIFIED SETTING
 PD0785
 PD0785  HISTORY     - Date     Condition        Report By
 PD0785  HISTORY     - 1913     FIRST OBSERVED   IBC
 PD0785  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0785  HISTORY     - 1946     GOOD             IBC
 PD0785
 PD0785                          STATION DESCRIPTION
 PD0785
 PD0785'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1913 (JEM)
 PD0785'STATION IS THE LARGEST FLAGSTAFF ATOP THE US POST OFFICE BUILDING
 PD0785'IN EASTPORT, ME.
 PD0785
 PD0785                          STATION RECOVERY (1946)
 PD0785
 PD0785'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0785'STATION IS THE LARGEST FLAGSTAFF ATOP THE U.S. POST OFFICE BUILDING
 PD0785'IN EASTPORT, MAINE.
 PD0785
 PD0785                          STATION RECOVERY (1946)
 PD0785
 PD0785'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 PD0785'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0696 ***********************************************************************
 QF0696  DESIGNATION -  EATON
 QF0696  PID         -  QF0696
 QF0696  STATE/COUNTY-  ME/WASHINGTON
 QF0696  USGS QUAD   -  DEVILS HEAD (1977)
 QF0696
 QF0696                         *CURRENT SURVEY CONTROL
 QF0696  ___________________________________________________________________
 QF0696* NAD 83(1996)-  45 08 48.10939(N)    067 09 20.87238(W)     ADJUSTED  
 QF0696* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 QF0696  ___________________________________________________________________
 QF0696  LAPLACE CORR-           3.14  (seconds)                    DEFLEC99
 QF0696  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 QF0696
 QF0696  HORZ ORDER  -  THIRD
 QF0696
 QF0696.The horizontal coordinates were established by classical geodetic methods
 QF0696.and adjusted by the National Geodetic Survey in March 1998..
 QF0696
 QF0696.The orthometric height was scaled from a topographic map.
 QF0696
 QF0696.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0696
 QF0696.The geoid height was determined by GEOID03.
 QF0696
 QF0696;                    North         East     Units Scale Factor Converg.
 QF0696;SPC ME E     -   165,323.910   405,704.678   MT  1.00003735   +0 57 10.8
 QF0696;UTM  19      - 5,000,901.165   644,979.867   MT  0.99985845   +1 18 27.4
 QF0696
 QF0696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0696!SPC ME E     -   1.00000348  x   1.00003735  =   1.00004083
 QF0696!UTM  19      -   1.00000348  x   0.99985845  =   0.99986193
 QF0696
 QF0696:                Primary Azimuth Mark                     Grid Az
 QF0696:SPC ME E     -  DOCHET ISLAND LH USE FINIAL              137 40 29.9
 QF0696:UTM  19      -  DOCHET ISLAND LH USE FINIAL              137 19 13.3
 QF0696
 QF0696|---------------------------------------------------------------------|
 QF0696| PID    Reference Object                     Distance      Geod. Az  |
 QF0696|                                                           dddmmss.s |
 QF0696| QF0714 DOCHET ISLAND LH USE FINIAL         APPROX. 2.6 KM 1383740.7 |
 QF0696| CE8849 EATON RM 1                            5.040 METERS 24033     |
 QF0696| CE8850 EATON RM 2                            5.332 METERS 30836     |
 QF0696| QF0737 OAK POINT IBC                       APPROX. 2.4 KM 3472636.8 |
 QF0696|---------------------------------------------------------------------|
 QF0696
 QF0696                          SUPERSEDED SURVEY CONTROL
 QF0696
 QF0696  NAD 83(1992)-  45 08 48.10348(N)    067 09 20.87072(W) AD(       ) 3
 QF0696  NAD 83(1986)-  45 08 48.10601(N)    067 09 20.87550(W) AD(       ) 3
 QF0696  NAD 27      -  45 08 47.82600(N)    067 09 22.91800(W) AD(       ) 3
 QF0696
 QF0696.Superseded values are not recommended for survey control.
 QF0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0696.See file dsdata.txt to determine how the superseded data were derived.
 QF0696
 QF0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL4498000901(NAD 83)
 QF0696_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QF0696_SETTING: 66 = SET IN ROCK OUTCROP
 QF0696_SP_SET: SET IN A ROCK LEDGE
 QF0696_MAGNETIC: N = NO MAGNETIC MATERIAL
 QF0696_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0696+STABILITY: POSITION/ELEVATION WELL
 QF0696
 QF0696  HISTORY     - Date     Condition        Report By
 QF0696  HISTORY     - 1909     MONUMENTED       IBC
 QF0696  HISTORY     - 1946     SEE DESCRIPTION  CGS
 QF0696  HISTORY     - 1955     GOOD             IBC
 QF0696  HISTORY     - 1972     MARK NOT FOUND   IBC
 QF0696  HISTORY     - 1985     MARK NOT FOUND   NOS
 QF0696
 QF0696                          STATION DESCRIPTION
 QF0696
 QF0696'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JEM)
 QF0696'ON THE W BANK OF THE ST CROIX RIVER, ABOUT 1-5/8 MILES ABOVE DOCHET
 QF0696'ISLAND.  THE STATION IS A LITTLE MORE THAN A METER INSIDE OF THE RIVER
 QF0696'EDGE OF A BLUFF OF COARSE RED STONE, ON THE LAND OF FRANK AND JAMES
 QF0696'WHALEN, AND ALMOST DIRECTLY IN FRONT OF THE SITE OF FORMERS HOUSE.
 QF0696'
 QF0696'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE IN THE LEDGE.  THE
 QF0696'LETTERS---U.S.R.M.---ARE CUT IN THE LEDGE.  A CROSS WITHIN A TRIANGLE
 QF0696'IS CUT IN THE LEDGE S 60 33 W, 5.04 METERS FROM THE STATION,
 QF0696'AND A LIKE MARK IS CUT IN THE LEDGE N 51 24 W, 5.33 METERS
 QF0696'FROM THE STATION.  EYEBOLT IS SET ENE 1.8 METERS AND ANOTHER 2.4
 QF0696'METERS NNW.
 QF0696
 QF0696                          STATION RECOVERY (1946)
 QF0696
 QF0696'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (NWS)
 QF0696'THE STATION IS ON THE W BANK OF THE ST. CROIX RIVER, ABOUT
 QF0696'1-5/8 MILES ABOVE DOCHET ISLAND.  THE STATION IS A LITTLE MORE
 QF0696'THAN A METER INSIDE OF THE RIVER EDGE OF A BLUFF OF COARSE RED
 QF0696'STONE, ON THE LAND OF FRANK AND JAMES WHALEN, AND ALMOST DIRECTLY
 QF0696'IN FRONT OF THE SITE OF FORMER HOUSE.
 QF0696'
 QF0696'THE STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE IN THE
 QF0696'LEDGE.  THE LETTERS U.S.R.M. ARE CUT IN THE LEDGE.  A CROSS WITHIN
 QF0696'A TRIANGLE IS CUT IN THE LEDGE S. 60 DEG 33 MIN W., 5.04 METERS
 QF0696'FROM THE STATION, AND A LIKE MARK IS CUT IN THE LEDGE N. 51 DEG 24
 QF0696'MIN W., 5.33 METERS FROM THE STATION.  EYEBOLT IS SET ENE 3
 QF0696'METERS.
 QF0696
 QF0696                          STATION RECOVERY (1955)
 QF0696
 QF0696'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF0696'THE SMALL PROJECTION OF LEDGE THAT STATION IS ON IS ON EXTREME POINT,
 QF0696'ABOUT 3 FEET ON A SIDE, AND 1 FOOT LOWER THAN THE LEDGE INSIDE IT.
 QF0696'THE LEDGE IS RED SAND STONE AND DISINTEGRATING.
 QF0696
 QF0696                          STATION RECOVERY (1972)
 QF0696
 QF0696'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF0696'THE RINGBOLT AND ONE REFERENCE MARK WERE RECOVERED.  THE STATION MARK
 QF0696'IS GONE AND STATION IS LOST.
 QF0696
 QF0696                          STATION RECOVERY (1985)
 QF0696
 QF0696'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1985 (WVH)
 QF0696'THE STATION NOT RECOVERED AT THIS DATE.
 QF0696'A ONE AND ONE HALF MAN HOUR SEARCH WAS MADE.
 QF0696'
 QF0696'DESCRIBED BY G.E.L.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1331 ***********************************************************************
 QG1331  DESIGNATION -  EBEEME MT
 QG1331  PID         -  QG1331
 QG1331  STATE/COUNTY-  ME/PISCATAQUIS
 QG1331  USGS QUAD   -  EBEEMEE MOUNTAIN (1988)
 QG1331
 QG1331                         *CURRENT SURVEY CONTROL
 QG1331  ___________________________________________________________________
 QG1331* NAD 83(1996)-  45 28 06.76666(N)    069 03 39.12211(W)     ADJUSTED  
 QG1331* NAVD 88     -       579.     (meters)    1900.     (feet)  SCALED    
 QG1331  ___________________________________________________________________
 QG1331  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 QG1331  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 QG1331
 QG1331  HORZ ORDER  -  FIRST
 QG1331
 QG1331.The horizontal coordinates were established by classical geodetic methods
 QG1331.and adjusted by the National Geodetic Survey in March 1998..
 QG1331
 QG1331.The orthometric height was scaled from a topographic map.
 QG1331
 QG1331.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1331
 QG1331.The geoid height was determined by GEOID03.
 QG1331
 QG1331;                    North         East     Units Scale Factor Converg.
 QG1331;SPC ME E     -   200,363.864   256,143.697   MT  0.99992364   -0 23 59.4
 QG1331;UTM  19      - 5,035,003.900   495,241.989   MT  0.99960028   -0 02 36.2
 QG1331
 QG1331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1331!SPC ME E     -   0.99991310  x   0.99992364  =   0.99983674
 QG1331!UTM  19      -   0.99991310  x   0.99960028  =   0.99951341
 QG1331
 QG1331:                Primary Azimuth Mark                     Grid Az
 QG1331:SPC ME E     -  RAGGED 2                                 045 58 10.8
 QG1331:UTM  19      -  RAGGED 2                                 045 36 47.6
 QG1331
 QG1331|---------------------------------------------------------------------|
 QG1331| PID    Reference Object                     Distance      Geod. Az  |
 QG1331|                                                           dddmmss.s |
 QG1331| QG1441 RAGGED 2                            APPROX.18.4 KM 0453411.4 |
 QG1331| DA5014 EBEEME MT RM 1                       13.185 METERS 14932     |
 QG1331| DA5015 EBEEME MT RM 2                       17.184 METERS 27525     |
 QG1331|---------------------------------------------------------------------|
 QG1331
 QG1331                          SUPERSEDED SURVEY CONTROL
 QG1331
 QG1331  NAD 83(1992)-  45 28 06.76600(N)    069 03 39.11392(W) AD(       ) 1
 QG1331  NAD 83(1986)-  45 28 06.77062(N)    069 03 39.12400(W) AD(       ) 1
 QG1331  NAD 27      -  45 28 06.59400(N)    069 03 40.96500(W) AD(       ) 1
 QG1331
 QG1331.Superseded values are not recommended for survey control.
 QG1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1331.See file dsdata.txt to determine how the superseded data were derived.
 QG1331
 QG1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL9524235004(NAD 83)
 QG1331
 QG1331  HISTORY     - Date     Condition        Report By
 QG1331  HISTORY     - 1941     MONUMENTED       CGS
 QG1331
 QG1331                          STATION DESCRIPTION
 QG1331
 QG1331'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 QG1331'STATION IS LOCATED ON THE WOODED SUMMIT OF BIG WILKINS MOUNTAIN
 QG1331'ON THE EBEEME RANGE.  A PEAK TO THE SOUTHWARD OF THIS ONE IS
 QG1331'LOCALLY KNOWN AS EBEEME MOUNTAIN, HOWEVER, BIG WILKINS AND
 QG1331'EBEEME TOGETHER ARE USUALLY CALLED EBEEME MOUNTAIN.  STATION
 QG1331'IS ON THE PROPERTY OF CHARLES P. WEBBER.  THE DISK IS SET ON
 QG1331'THE SOUTHERN END OF A LARGE ROCK OUTCROP WHICH IS ABOUT 2 FEET
 QG1331'HIGHER THAN THE SURROUNDING GROUND AND IS SURROUNDED BY
 QG1331'TRIANGULAR BLAZED TREES.  DISK IS STAMPED EBEEME MT. 1941.
 QG1331'
 QG1331'NO UNDERGROUND OR AZIMUTH MARKS WERE SET.
 QG1331'
 QG1331'THE REFERENCE MARKS ARE STANDARD DISKS SET OUT IN THE BRUSH
 QG1331'ON SMALL OUTCROPS.  NO. 1 IS SSE AND NO. 2 IS ABOUT DUE W OF THE
 QG1331'STATION.
 QG1331'
 QG1331'STATION IS REACHED FROM THE RIVER BRIDGE, ONE JUST S OF THE
 QG1331'RAILROAD BRIDGE, IN BROWNVILLE JUNCTION BY GOING NE ON A
 QG1331'MACADAM ROAD FOR 1.0 MILE TO T-INTERSECTION, CONTINUE STRAIGHT
 QG1331'AHEAD N FOR 3.9 MILES TO WHERE THE HIGHWAY MAKES A SWEEPING
 QG1331'CURVE TO THE E AND AN UNIMPROVED ROAD CONTINUES ON TO THE N
 QG1331'(EBEEME MOUNTAIN CAN BE SEEN DEAD AHEAD ON HIGHWAY FOR ABOUT 2
 QG1331'MILES BEFORE REACHING CURVE).  HERE CONTINUE N FOR 0.1 MILE TO
 QG1331'PAUL ARBOS HOME ON THE RIGHT.  INQUIRY SHOULD BE MADE HERE AND
 QG1331'TEAM SECURED TO TAKE GEAR INTO HIS LOGGING CAMP ON THE SW
 QG1331'FACE OF THE MOUNTAIN WHICH IS ABOUT 2 HOURS BY PACK HORSE FROM
 QG1331'HIS HOUSE.  FROM HIS LOGGING CAMP, GO N ON TOTE ROAD FOR
 QG1331'ABOUT 100 YARDS TO FORKS.  THENCE RIGHT FORK ABOUT 100 YARDS
 QG1331'TO ABOUT THE END OF TOTE ROAD AND A TRIANGULAR BLAZE ON A
 QG1331'WHITE BIRCH TREE, HERE BEAR RIGHT AND FOLLOW WELL-BLAZED
 QG1331'TRAIL TO THE NE TO TOP OF MOUNTAIN AND STATION.  ABOUT 1.5
 QG1331'HOURS PACK FROM LOGGING CAMP.  ONLY WATER IS SPRING JUST N
 QG1331'OF LOGGING CAMP.
 QG1331'
 QG1331'IF PAUL ARBO CANNOT BE CONTACTED SEE CLIDE KELLEY, WHO LIVES
 QG1331'ON HIGHWAY TO STATION ABOUT 3 MILES S OF THE ARBO HOME, AND
 QG1331'WAS THE ONE THAT PACKED THIS PARTY IN TO LOGGING CAMP.
 QG1331'
 QG1331'HEIGHT OF LIGHT ABOVE STATION MARK 45 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1924 ***********************************************************************
 QF1924  DESIGNATION -  EDGE REF MK IBC
 QF1924  PID         -  QF1924
 QF1924  STATE/COUNTY-  ME/AROOSTOOK
 QF1924  USGS QUAD   -  ORIENT (1989)
 QF1924
 QF1924                         *CURRENT SURVEY CONTROL
 QF1924  ___________________________________________________________________
 QF1924* NAD 83(1996)-  45 52 03.31080(N)    067 48 10.06265(W)     ADJUSTED  
 QF1924* NAVD 88     -       133.     (meters)     436.     (feet)  SCALED    
 QF1924  ___________________________________________________________________
 QF1924  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 QF1924  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 QF1924
 QF1924  HORZ ORDER  -  THIRD
 QF1924
 QF1924.The horizontal coordinates were established by classical geodetic methods
 QF1924.and adjusted by the National Geodetic Survey in March 1998..
 QF1924
 QF1924.The orthometric height was scaled from a topographic map.
 QF1924
 QF1924.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1924
 QF1924.The geoid height was determined by GEOID03.
 QF1924
 QF1924;                    North         East     Units Scale Factor Converg.
 QF1924;SPC ME E     -   244,794.035   354,131.019   MT  0.99993601   +0 30 01.5
 QF1924;UTM  19      - 5,080,032.437   592,923.028   MT  0.99970615   +0 51 33.6
 QF1924
 QF1924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1924!SPC ME E     -   0.99998288  x   0.99993601  =   0.99991889
 QF1924!UTM  19      -   0.99998288  x   0.99970615  =   0.99968904
 QF1924
 QF1924                          SUPERSEDED SURVEY CONTROL
 QF1924
 QF1924  NAD 83(1992)-  45 52 03.30805(N)    067 48 10.06119(W) AD(       ) 4
 QF1924  NAD 83(1986)-  45 52 03.29823(N)    067 48 10.08104(W) AD(       ) 4
 QF1924  NAD 27      -  45 52 03.11940(N)    067 48 12.03548(W) AD(       ) 3
 QF1924
 QF1924.Superseded values are not recommended for survey control.
 QF1924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1924.See file dsdata.txt to determine how the superseded data were derived.
 QF1924
 QF1924_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9292380032(NAD 83)
 QF1924_MARKER: Z = SEE DESCRIPTION
 QF1924_SETTING: 0 = UNSPECIFIED SETTING
 QF1924_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QF1924
 QF1924  HISTORY     - Date     Condition        Report By
 QF1924  HISTORY     - 1912     MONUMENTED       IBC
 QF1924  HISTORY     - 1921     GOOD             IBC
 QF1924
 QF1924                          STATION DESCRIPTION
 QF1924
 QF1924'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912
 QF1924'THE STATION IS KNOWN TO BE MARKED, HOWEVER A DESCRIPTION IS NOT
 QF1924'AVAILABLE.
 QF1924
 QF1924                          STATION RECOVERY (1921)
 QF1924
 QF1924'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1921
 QF1924'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0407 ***********************************************************************
 OB0407  DESIGNATION -  EDGECOMBE RESET
 OB0407  PID         -  OB0407
 OB0407  STATE/COUNTY-  ME/LINCOLN
 OB0407  USGS QUAD   -  BRISTOL (1969)
 OB0407
 OB0407                         *CURRENT SURVEY CONTROL
 OB0407  ___________________________________________________________________
 OB0407* NAD 83(1996)-  43 57 13.39222(N)    069 36 16.55203(W)     ADJUSTED  
 OB0407* NAVD 88     -        98.     (meters)     322.     (feet)  SCALED    
 OB0407  ___________________________________________________________________
 OB0407  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 OB0407  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 OB0407
 OB0407  HORZ ORDER  -  SECOND
 OB0407
 OB0407.The horizontal coordinates were established by classical geodetic methods
 OB0407.and adjusted by the National Geodetic Survey in March 1998..
 OB0407
 OB0407.The orthometric height was scaled from a topographic map.
 OB0407
 OB0407.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0407
 OB0407.The geoid height was determined by GEOID03.
 OB0407
 OB0407;                    North         East     Units Scale Factor Converg.
 OB0407;SPC ME W     -   124,624.868   945,114.957   MT  0.99999169   +0 23 24.5
 OB0407;SPC ME E     -    32,484.083   211,344.236   MT  0.99999664   -0 46 00.2
 OB0407;UTM  19      - 4,866,910.302   451,489.213   MT  0.99962894   -0 25 10.7
 OB0407
 OB0407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0407!SPC ME W     -   0.99998867  x   0.99999169  =   0.99998036
 OB0407!SPC ME E     -   0.99998867  x   0.99999664  =   0.99998531
 OB0407!UTM  19      -   0.99998867  x   0.99962894  =   0.99961762
 OB0407
 OB0407:                Primary Azimuth Mark                     Grid Az
 OB0407:SPC ME W     -  MONHEGAN LIGHT                           131 37 36.4
 OB0407:SPC ME E     -  MONHEGAN LIGHT                           132 47 01.1
 OB0407:UTM  19      -  MONHEGAN LIGHT                           132 26 11.6
 OB0407
 OB0407|---------------------------------------------------------------------|
 OB0407| PID    Reference Object                     Distance      Geod. Az  |
 OB0407|                                                           dddmmss.s |
 OB0407| OB0378 MONHEGAN LIGHT                      APPROX.31.3 KM 1320100.9 |
 OB0407| CE8131 EDGECOMBE RM 1                       21.128 METERS 23736     |
 OB0407| CE8132 EDGECOMBE RM 2                       23.138 METERS 28430     |
 OB0407|---------------------------------------------------------------------|
 OB0407
 OB0407                          SUPERSEDED SURVEY CONTROL
 OB0407
 OB0407  NAD 83(1992)-  43 57 13.39287(N)    069 36 16.54685(W) AD(       ) 2
 OB0407  NAD 83(1986)-  43 57 13.39802(N)    069 36 16.55245(W) AD(       ) 2
 OB0407  NAD 27      -  43 57 13.10200(N)    069 36 18.37200(W) AD(       ) 2
 OB0407
 OB0407.Superseded values are not recommended for survey control.
 OB0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0407.See file dsdata.txt to determine how the superseded data were derived.
 OB0407
 OB0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ5148966910(NAD 83)
 OB0407
 OB0407  HISTORY     - Date     Condition        Report By
 OB0407  HISTORY     - 1933     MONUMENTED       CGS
 OB0407  HISTORY     - 1872     SEE DESCRIPTION  CGS
 OB0407  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OB0407  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0407  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0407  HISTORY     - 1962     SEE DESCRIPTION  CGS
 OB0407  HISTORY     - 1973     SEE DESCRIPTION  MEDT
 OB0407
 OB0407                          STATION DESCRIPTION
 OB0407
 OB0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1872
 OB0407'ON A HIGH HILL IN THE EASTERN PART OF EDGECOMBE, ABOUT 3/4 MILE
 OB0407'W OF THE ROAD FROM DAMARISCOTTA TO BOOTHBAY HARBOR.  THE LAND
 OB0407'IS OWNED BY HENRY WILLIAMS, WHO LIVES AT THE FOOT OF THE HILL,
 OB0407'AND A STONE FENCE MARKING THE BOUNDARY OF HIS PROPERTY RUNS
 OB0407'NEARLY E AND W ACROSS THE HILL AND 15 PACES N OF THE
 OB0407'STATION.  THE STATION IS MARKED BY A HOLE DRILLED IN THE ROCK.
 OB0407
 OB0407                          STATION RECOVERY (1933)
 OB0407
 OB0407'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OB0407'STATION IS ON A HIGH HILL IN THE EASTERN PART OF EDGECOMBE, ON
 OB0407'PROPERTY OWNED BY HENRY WILLIAMS AND ABOUT 3/4 MILE W OF THE ROAD
 OB0407'FROM DAMARISCOTTA TO BOOTHBAY HARBOR.
 OB0407'
 OB0407'THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 OB0407'SET IN DRILL HOLES IN OUTCROPPING BEDROCK.
 OB0407'
 OB0407'THE STATION MARK IS IN A SMALL CLEARING ON TOP OF THE HILL, 3
 OB0407'METERS W OF THE E TREE LINE, 17.2 METERS S OF A ROCK WALL
 OB0407'WHICH RUNS E AND W ACROSS THE HILL AND 13.13 METERS SE OF A
 OB0407'1-INCH ANCHOR BOLT SET IN THE ROCK FOR GUY WIRES.
 OB0407'
 OB0407'REFERENCE MARK NO. 1 IS IN THE SE CORNER OF THE CLEARING AND
 OB0407'1.0 METER E OF A BREAK IN THE LEDGE.
 OB0407'
 OB0407'REFERENCE MARK NO. 2 IS ON THE W SIDE OF THE CLEARING 5.25 METERS
 OB0407'E OF A BREAK IN THE LEDGE, 15.4 METERS S OF THE STONE WALL AND
 OB0407'11.06 METERS SW OF THE 1-INCH ANCHOR BOLT.
 OB0407'
 OB0407'ALL MARKS ARE STAMPED EDGECOMBE 1855-1933.
 OB0407
 OB0407                          STATION RECOVERY (1934)
 OB0407
 OB0407'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0407'THE RECOVERY NOTE FOR THIS STATION BY C.M. DURGIN, 1933, WAS
 OB0407'FOUND TO BE ENTIRELY ADEQUATE.  NO CHANGE WAS MADE IN THE
 OB0407'MARKINGS.
 OB0407
 OB0407                          STATION RECOVERY (1942)
 OB0407
 OB0407'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (HOF)
 OB0407'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED, EXCEPT FOR
 OB0407'THE FOLLOWING DISCREPANCY--
 OB0407'
 OB0407'THE DISTANCE FROM THE STATION TO REFERENCE MARK 1 WAS MEASURED
 OB0407'AND FOUND TO BE 21.65 METERS OR 71.05 FEET INSTEAD OF 21.128
 OB0407'METERS (OLD MEASUREMENT).
 OB0407
 OB0407                          STATION RECOVERY (1962)
 OB0407
 OB0407'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JDB)
 OB0407'THE STATION MARKS AND REFERENCE MARKS WERE RECOVERED AND FOUND
 OB0407'TO BE IN GOOD CONDITION.  THE STATION IS ON LAND PRESENTLY OWNED
 OB0407'BY MR. FREDRICK BURNS, OF EDGECOMBE.
 OB0407'
 OB0407'TO REACH THE STATION FROM THE POST OFFICE IN EDGECOMBE, GO
 OB0407'SOUTHERLY ON ROUTE 27 FOR 0.4 MILES TO A SIDE ROAD LEFT AND SIGN
 OB0407'TO RIVER ROAD, TURN LEFT AND GO 1.6 MILES TO A T INTERSECTION,
 OB0407'TURN LEFT AND GO 0.5 MILE TO GATE AND DRIVEWAY OF A MR. JOHN
 OB0407'COLBY ON LEFT.  ENTER DRIVEWAY AND PROCEED TO HOUSE AND
 OB0407'BARN.  STATION IS A 20 MINUTE PACK FROM THIS POINT, DUE WEST
 OB0407'TO TOP OF HILL, FOLLOWING THE OLD STONE FENCE LINES.  MR. COLBY
 OB0407'CAN INSTRUCT HOW TO REACH THE PROXIMITY OF THE STATION BY
 OB0407'4-WHEEL DRIVE VEHICLE, ON HIS PRIVATE ROAD.  THE REMAINS OF
 OB0407'AN OLD WOODEN TOWER MARK THE SITE.
 OB0407
 OB0407                          STATION RECOVERY (1973)
 OB0407
 OB0407'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1973
 OB0407'EDGECOMBE RECOVERED AS DESCRIBED.  RM 1 AND RM 2 RECOVERED AS
 OB0407'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0441 ***********************************************************************
 QG0441  DESIGNATION -  EDIN
 QG0441  PID         -  QG0441
 QG0441  STATE/COUNTY-  ME/PENOBSCOT
 QG0441  USGS QUAD   -  HOWLAND (1988)
 QG0441
 QG0441                         *CURRENT SURVEY CONTROL
 QG0441  ___________________________________________________________________
 QG0441* NAD 83(1996)-  45 09 28.56663(N)    068 42 36.73667(W)     ADJUSTED  
 QG0441* NAVD 88     -        71.883  (meters)     235.84   (feet)  ADJUSTED  
 QG0441  ___________________________________________________________________
 QG0441  LAPLACE CORR-           2.47  (seconds)                    DEFLEC99
 QG0441  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 QG0441  DYNAMIC HT  -          71.882 (meters)     235.83  (feet)  COMP
 QG0441  MODELED GRAV-     980,609.8   (mgal)                       NAVD 88
 QG0441
 QG0441  HORZ ORDER  -  SECOND
 QG0441  VERT ORDER  -  SECOND    CLASS 0
 QG0441
 QG0441.The horizontal coordinates were established by classical geodetic methods
 QG0441.and adjusted by the National Geodetic Survey in March 1998..
 QG0441
 QG0441.The orthometric height was determined by differential leveling
 QG0441.and adjusted by the National Geodetic Survey in June 1991..
 QG0441
 QG0441.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG0441
 QG0441.The geoid height was determined by GEOID03.
 QG0441
 QG0441.The dynamic height is computed by dividing the NAVD 88
 QG0441.geopotential number by the normal gravity value computed on the
 QG0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0441.degrees latitude (g = 980.6199 gals.).
 QG0441
 QG0441.The modeled gravity was interpolated from observed gravity values.
 QG0441
 QG0441;                    North         East     Units Scale Factor Converg.
 QG0441;SPC ME E     -   165,715.123   283,473.279   MT  0.99990336   -0 08 56.6
 QG0441;UTM  19      - 5,000,536.084   522,777.473   MT  0.99960638   +0 12 19.7
 QG0441
 QG0441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG0441!SPC ME E     -   0.99999258  x   0.99990336  =   0.99989594
 QG0441!UTM  19      -   0.99999258  x   0.99960638  =   0.99959896
 QG0441
 QG0441:                Primary Azimuth Mark                     Grid Az
 QG0441:SPC ME E     -  HOYT                                     071 57 55.4
 QG0441:UTM  19      -  HOYT                                     071 36 39.1
 QG0441
 QG0441|---------------------------------------------------------------------|
 QG0441| PID    Reference Object                     Distance      Geod. Az  |
 QG0441|                                                           dddmmss.s |
 QG0441| QG0437 HOYT                                APPROX. 2.2 KM 0714858.8 |
 QG0441| QG0440 EDIN RM 1                            23.806 METERS 07845     |
 QG0441| CE8851 EDIN RM 3                            31.480 METERS 19622     |
 QG0441| QG0442 EDIN RM 2                            33.476 METERS 21735     |
 QG0441| QG0443 EDIN AZ MK                                         2272548.6 |
 QG0441| CE8852 EDIN RM 4                            10.893 METERS 34438     |
 QG0441|---------------------------------------------------------------------|
 QG0441
 QG0441                          SUPERSEDED SURVEY CONTROL
 QG0441
 QG0441  NAD 83(1992)-  45 09 28.56579(N)    068 42 36.73433(W) AD(       ) 2
 QG0441  NAD 83(1986)-  45 09 28.57086(N)    068 42 36.73920(W) AD(       ) 2
 QG0441  NAD 27      -  45 09 28.35510(N)    068 42 38.61870(W) AD(       ) 2
 QG0441  NGVD 29 (??/??/92)   72.088  (m)          236.51   (f) ADJ UNCH    2 0
 QG0441
 QG0441.Superseded values are not recommended for survey control.
 QG0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0441.See file dsdata.txt to determine how the superseded data were derived.
 QG0441
 QG0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL2277700536(NAD 83)
 QG0441_MARKER: DS = TRIANGULATION STATION DISK
 QG0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0441_STAMPING: EDIN 1958
 QG0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0441+STABILITY: SURFACE MOTION
 QG0441
 QG0441  HISTORY     - Date     Condition        Report By
 QG0441  HISTORY     - 1958     MONUMENTED       CGS
 QG0441  HISTORY     - 1959     GOOD             NGS
 QG0441  HISTORY     - 1976     SEE DESCRIPTION  NGS
 QG0441  HISTORY     - 1981     GOOD             MEDT
 QG0441
 QG0441                          STATION DESCRIPTION
 QG0441
 QG0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 QG0441'THE STATION IS LOCATED ABOUT 6 MILES SOUTH-SOUTHWEST OF HOWLAND,
 QG0441'3.5 MILES WEST OF THE PENOBSCOT RIVER, ON A RIDGE BETWEEN HOYT
 QG0441'BROOK AND HEMLOCK STREAM AND ON PROPERTY OWNED BY THE PENOBSCOT
 QG0441'CHEMICAL AND FIBER CO. OF OLD TOWN, ME.
 QG0441'
 QG0441'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 116
 QG0441'AND 155 AT THE WEST END OF THE BRIDGE OVER THE PENOBSCOT RIVER
 QG0441'IN HOWLAND.  GO SOUTH ON STATE HIGHWAY 116 FOR 9.0 MILES TO A
 QG0441'SIDE ROAD RIGHT AT SIGN 6 MILES TO EDINBURG TREE FARM, PENOBSCOT
 QG0441'DEVELOPMENT CO., TURN RIGHT ON GRAVEL ROAD FOR 4.5 MILES TO A
 QG0441'LOG BRIDGE OVER HOYT BROOK, CROSS BRIDGE AND CONTINUE ON GRAVEL
 QG0441'ROAD FOR 0.8 MILES TO THE TOP OF THE GRADE AND A TRIANGULAR
 QG0441'BLAZED TREE ON THE RIGHT AND STATION ON THE RIGHT IN A SMALL
 QG0441'CLEARING.
 QG0441'
 QG0441'STATION MARK, A STANDARD DISK STAMPED EDIN 1958, IS SET IN A
 QG0441'12 INCH SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  THE STATION
 QG0441'MARK IS 15 FEET NORTH OF THE CENTER OF THE WOODS ROAD, 60 FEET
 QG0441'WEST OF A 2 FOOT HEMLOCK TREE WITH A TRIANGLE BLAZE AND 17.6
 QG0441'FEET WEST-NORTHWEST OF A WITNESS POST.  THE UNDERGROUND STATION
 QG0441'MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW
 QG0441'THE SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS STAMPED
 QG0441'EDIN 1958.
 QG0441'
 QG0441'REFERENCE MARK NUMBER 1, A STANDARD DISK STAMPED EDIN NO 1
 QG0441'1958, IS SET IN A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS 2
 QG0441'INCHES.  THE MARK IS 38 FEET SOUTHEAST OF A 2 FOOT HEMLOCK TREE
 QG0441'WITH A TRIANGLE BLAZE AND 17 FEET SOUTH OF THE CENTER OF THE
 QG0441'WOODS ROAD.
 QG0441'
 QG0441'REFERENCE MARK NUMBER 2, A STANDARD DISK STAMPED EDIN NO 2 1958,
 QG0441'IS SET IN A DRILL HOLE IN A BOULDER WHICH IS 36 INCHES BY 30
 QG0441'INCHES AND PROJECTS ABOUT 2.5 FEET.  THE MARK IS 14 FEET SOUTH
 QG0441'OF THE CENTER OF THE WOODS ROAD.
 QG0441'
 QG0441'AZIMUTH MARK, A STANDARD DISK STAMPED EDIN 1958, IS SET IN A
 QG0441'12 INCH SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  THE MARK
 QG0441'IS 14 FEET SOUTH OF THE CENTER OF THE WOODS ROAD AND 5 FEET
 QG0441'EAST OF A WITNESS POST.
 QG0441'
 QG0441'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTHWEST
 QG0441'ON THE WOODS ROAD FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT.
 QG0441
 QG0441                          STATION RECOVERY (1959)
 QG0441
 QG0441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 QG0441'22.8 MI NW FROM OLD TOWN.
 QG0441'2.95 MILES NORTHWEST ALONG STATE HIGHWAY 43 FROM ITS JUNCTION
 QG0441'WITH U.S. HIGHWAY 2 AT OLD TOWN, THENCE 2.25 MILES NORTH ALONG
 QG0441'STATE HIGHWAY 16, THENCE 12.45 MILES NORTH ALONG STATE HIGHWAY 116,
 QG0441'THENCE 5.2 MILES WEST ALONG TREE FARM ROAD, ON THE TOP OF THE
 QG0441'HIGHEST POINT IN THE VICINITY, AT A SMALL CLEARING ON THE TOP OF
 QG0441'RIDGE, 14 1/2 FEET NORTH-NORTHWEST OF THE CENTER LINE OF THE ROAD,
 QG0441'17.7 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 QG0441'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 QG0441'ABOVE THE LEVEL OF THE GROUND.
 QG0441
 QG0441                          STATION RECOVERY (1976)
 QG0441
 QG0441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 QG0441'STATION MARK AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION,
 QG0441'REFERENCE MARK 1 AND 2 WERE DESTROYED DURING LOGGING OPERATIONS
 QG0441'IN THE AREA, REFERENCE MARKS 3 AND 4 WERE ESTABLISHED AT THIS TIME.
 QG0441'
 QG0441'STATION IS LOCATED ABOUT 6 MILES SOUTH-SOUTHWEST OF HOWLAND,
 QG0441'ABOUT 3-1/2 MILES WEST OF THE PENOBSCOT RIVER, 0.35 MILE WEST OF
 QG0441'INTERSTATE HIGHWAY 95 IN A WOODED AREA ON THE NORTH SIDE OF A
 QG0441'TRACK ROAD.
 QG0441'
 QG0441'TO REACH THE STATION FROM THE HOWLAND EXIT ON INTERSTATE
 QG0441'HIGHWAY 95, GO SOUTH ON INTERSTATE HIGHWAY 95 FOR 5.1 MILES,
 QG0441'TURN OFF INTERSTATE HIGHWAY 95, CROSS FENCE AND WALK WESTERLY
 QG0441'ON A TRACK ROAD FOR 0.3 MILE TO A SIDE ROAD RIGHT, CONTINUE
 QG0441'AHEAD FOR ABOUT 0.05 MILE TO CLEARING ON LEFT AND STATION ON
 QG0441'RIGHT.  IT IS POSSIBLE TO REACH THE STATION FROM LAGRANGE BY
 QG0441'DRIVING A LOGGING ROAD WHICH IS NOW BEING USED BY LOGGING
 QG0441'TRUCKS.
 QG0441'
 QG0441'STATION MARK IS A STANDARD DISK SET TOP OF A 12 INCH SQUARE
 QG0441'CONCRETE MONUMENT FLUSH WITH THE GROUND AND IS STAMPED EDIN
 QG0441'1958.  IT IS 21.6 FEET SOUTH-SOUTHEAST OF WITNESS POST NAILED
 QG0441'TO A TREE AND 15 FEET NORTH-NORTHWEST OF CENTER OF LOGGING ROAD.
 QG0441'
 QG0441'REFERENCE MARK 3 IS A STANDARD DISK SET IN A DRILL HOLE IN A
 QG0441'3X4 FOOT BOULDER PROJECTING ABOUT 3 INCHES ABOVE GROUND AND IS
 QG0441'STAMPED EDIN 1958 NO 3 1976.  IT IS 46 FEET SOUTHEAST OF
 QG0441'CENTER OF LOGGING ROAD.
 QG0441'
 QG0441'REFERENCE MARK 4 IS A STANDARD DISK SET TOP OF A 3X4 FOOT
 QG0441'BOULDER PROJECTING ABOUT 1 FOOT ABOVE GROUND AND IS STAMPED
 QG0441'EDIN 1958 NO 4 1976.  IT IS 48 FEET NORTHWEST OF CENTER OF
 QG0441'LOGGING ROAD AND 23.2 FEET NORTHWEST OF WITNESS SIGN NAILED TO
 QG0441'TREE.
 QG0441'
 QG0441'AZIMUTH MARK IS A STANDARD DISK SET IN A 12 INCH SQUARE
 QG0441'CONCRETE MONUMENT PROJECTING ABOUT 2 INCHES ABOVE THE GROUND AND
 QG0441'IS STAMPED EDIN 1958.  IT IS 14 FEET SOUTH-SOUTHEAST OF CENTER
 QG0441'OF LOGGING ROAD AND 5 FEET EAST-NORTHEAST OF WITNESS POST.
 QG0441'
 QG0441'TO REACH THE AZIMUTH MARK FROM THE STATION GO WESTERLY ON
 QG0441'LOGGING ROAD FOR 0.1 MILE TO MARK ON LEFT.
 QG0441'
 QG0441'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QG0441'6 MILES SOUTH-SOUTHWEST OF HOWLAND.
 QG0441
 QG0441                          STATION RECOVERY (1981)
 QG0441
 QG0441'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1981 (BJR)
 QG0441'EDIN 1958 RECOVERED GOOD.
 QG0441'
 QG0441'AZ 1 STAMPED EDIN 1958 RECOVERED GOOD.
 QG0441'
 QG0441'RM-4 STAMPED EDIN-NO. 4 1958 1976 RECOVERED GOOD.
 QG0441'
 QG0441'RM-3 (DESTROYED).
 QG0441'
 QG0441'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6.0 MI.
 QG0441'SOUTH-SOUTHWEST OF HOWLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0443 ***********************************************************************
 QG0443  DESIGNATION -  EDIN AZ MK
 QG0443  PID         -  QG0443
 QG0443  STATE/COUNTY-  ME/PENOBSCOT
 QG0443  USGS QUAD   -  HOWLAND (1988)
 QG0443
 QG0443                         *CURRENT SURVEY CONTROL
 QG0443  ___________________________________________________________________
 QG0443* NAD 83(1986)-  45 09 26.     (N)    068 42 39.     (W)     SCALED    
 QG0443* NAVD 88     -        67.916  (meters)     222.82   (feet)  ADJUSTED  
 QG0443  ___________________________________________________________________
 QG0443  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 QG0443  DYNAMIC HT  -          67.916 (meters)     222.82  (feet)  COMP
 QG0443  MODELED GRAV-     980,609.7   (mgal)                       NAVD 88
 QG0443
 QG0443  VERT ORDER  -  SECOND    CLASS 0
 QG0443
 QG0443.The horizontal coordinates were scaled from a topographic map and have
 QG0443.an estimated accuracy of +/- 6 seconds.
 QG0443
 QG0443.The orthometric height was determined by differential leveling
 QG0443.and adjusted by the National Geodetic Survey in June 1991..
 QG0443
 QG0443.The geoid height was determined by GEOID03.
 QG0443
 QG0443.The dynamic height is computed by dividing the NAVD 88
 QG0443.geopotential number by the normal gravity value computed on the
 QG0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0443.degrees latitude (g = 980.6199 gals.).
 QG0443
 QG0443.The modeled gravity was interpolated from observed gravity values.
 QG0443
 QG0443;                    North         East    Units  Estimated Accuracy
 QG0443;SPC ME E     -   165,640.      283,420.      MT  (+/- 180 meters Scaled)
 QG0443
 QG0443                          SUPERSEDED SURVEY CONTROL
 QG0443
 QG0443  NGVD 29 (??/??/92)   68.12   (m)          223.5    (f) COMPUTED    2 0
 QG0443
 QG0443.Superseded values are not recommended for survey control.
 QG0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0443.See file dsdata.txt to determine how the superseded data were derived.
 QG0443
 QG0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL227004(NAD 83)
 QG0443_MARKER: DZ = AZIMUTH MARK DISK
 QG0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0443_STAMPING: EDIN 1958
 QG0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0443+STABILITY: SURFACE MOTION
 QG0443
 QG0443  HISTORY     - Date     Condition        Report By
 QG0443  HISTORY     - 1958     MONUMENTED       CGS
 QG0443  HISTORY     - 1959     GOOD             NGS
 QG0443
 QG0443                          STATION DESCRIPTION
 QG0443
 QG0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QG0443'23 MI NW FROM OLD TOWN.
 QG0443'2.95 MILES NORTHWEST ALONG STATE HIGHWAY 43 FROM ITS JUNCTION
 QG0443'WITH U.S. HIGHWAY 2 AT OLD TOWN, THENCE 2.25 MILES NORTH ALONG
 QG0443'STATE HIGHWAY 16, THENCE 12.45 MILES NORTH ALONG STATE HIGHWAY 116,
 QG0443'THENCE 5.3 MILES WEST ALONG TREE FARM ROAD, ABOUT 0.1 MILE
 QG0443'SOUTHWEST OF SUMMIT OF A GRADE, 13 1/2 FEET SOUTHEAST OF
 QG0443'CENTERLINE OF ROAD, 11 1/2 FEET NORTHWEST OF A 12 INCH BIRCH
 QG0443'TREE, 5.3 FEET NORTHEAST OF A WHITE METAL WITNESS POST, 1 FOOT
 QG0443'ABOVE THE LEVEL OF ROAD, SET IN TOP OF CONCRETE POST AND
 QG0443'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0440 ***********************************************************************
 QG0440  DESIGNATION -  EDIN RM 1
 QG0440  PID         -  QG0440
 QG0440  STATE/COUNTY-  ME/PENOBSCOT
 QG0440  USGS QUAD   -  HOWLAND (1988)
 QG0440
 QG0440                         *CURRENT SURVEY CONTROL
 QG0440  ___________________________________________________________________
 QG0440* NAD 83(1986)-  45 09 28.     (N)    068 42 36.     (W)     SCALED    
 QG0440* NAVD 88     -        71.759  (meters)     235.43   (feet)  ADJUSTED  
 QG0440  ___________________________________________________________________
 QG0440  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 QG0440  DYNAMIC HT  -          71.759 (meters)     235.43  (feet)  COMP
 QG0440  MODELED GRAV-     980,609.8   (mgal)                       NAVD 88
 QG0440
 QG0440  VERT ORDER  -  SECOND    CLASS 0
 QG0440
 QG0440.The horizontal coordinates were scaled from a topographic map and have
 QG0440.an estimated accuracy of +/- 6 seconds.
 QG0440
 QG0440.The orthometric height was determined by differential leveling
 QG0440.and adjusted by the National Geodetic Survey in June 1991..
 QG0440
 QG0440.The geoid height was determined by GEOID03.
 QG0440
 QG0440.The dynamic height is computed by dividing the NAVD 88
 QG0440.geopotential number by the normal gravity value computed on the
 QG0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0440.degrees latitude (g = 980.6199 gals.).
 QG0440
 QG0440.The modeled gravity was interpolated from observed gravity values.
 QG0440
 QG0440;                    North         East    Units  Estimated Accuracy
 QG0440;SPC ME E     -   165,700.      283,490.      MT  (+/- 180 meters Scaled)
 QG0440
 QG0440                          SUPERSEDED SURVEY CONTROL
 QG0440
 QG0440  NGVD 29 (??/??/92)   71.965  (m)          236.11   (f) ADJ UNCH    2 0
 QG0440
 QG0440.Superseded values are not recommended for survey control.
 QG0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0440.See file dsdata.txt to determine how the superseded data were derived.
 QG0440
 QG0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL227005(NAD 83)
 QG0440_MARKER: DR = REFERENCE MARK DISK
 QG0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0440_STAMPING: EDIN NO 1 1958
 QG0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0440+STABILITY: SURFACE MOTION
 QG0440
 QG0440  HISTORY     - Date     Condition        Report By
 QG0440  HISTORY     - 1958     MONUMENTED       CGS
 QG0440  HISTORY     - 1959     GOOD             NGS
 QG0440
 QG0440                          STATION DESCRIPTION
 QG0440
 QG0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QG0440'22.8 MI NW FROM OLD TOWN.
 QG0440'2.95 MILES NORTHWEST ALONG STATE HIGHWAY 43 FROM ITS JUNCTION
 QG0440'WITH U.S. HIGHWAY 2 AT OLD TOWN, THENCE 2.25 MILES NORTH ALONG
 QG0440'STATE HIGHWAY 16, THENCE 12.45 MILES NORTH ALONG STATE HIGHWAY
 QG0440'116, THENCE 5.2 MILES WEST ALONG TREE FARM ROAD, NEAR THE TOP
 QG0440'OF A RIDGE, 77.7 FEET EAST OF AND ACROSS THE ROAD FROM THE
 QG0440'STATION, 17 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT
 QG0440'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 QG0440'PROJECTING 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0442 ***********************************************************************
 QG0442  DESIGNATION -  EDIN RM 2
 QG0442  PID         -  QG0442
 QG0442  STATE/COUNTY-  ME/PENOBSCOT
 QG0442  USGS QUAD   -  HOWLAND (1988)
 QG0442
 QG0442                         *CURRENT SURVEY CONTROL
 QG0442  ___________________________________________________________________
 QG0442* NAD 83(1986)-  45 09 28.     (N)    068 42 36.     (W)     SCALED    
 QG0442* NAVD 88     -        71.067  (meters)     233.16   (feet)  ADJUSTED  
 QG0442  ___________________________________________________________________
 QG0442  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 QG0442  DYNAMIC HT  -          71.067 (meters)     233.16  (feet)  COMP
 QG0442  MODELED GRAV-     980,609.8   (mgal)                       NAVD 88
 QG0442
 QG0442  VERT ORDER  -  SECOND    CLASS 0
 QG0442
 QG0442.The horizontal coordinates were scaled from a topographic map and have
 QG0442.an estimated accuracy of +/- 6 seconds.
 QG0442
 QG0442.The orthometric height was determined by differential leveling
 QG0442.and adjusted by the National Geodetic Survey in June 1991..
 QG0442
 QG0442.The geoid height was determined by GEOID03.
 QG0442
 QG0442.The dynamic height is computed by dividing the NAVD 88
 QG0442.geopotential number by the normal gravity value computed on the
 QG0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0442.degrees latitude (g = 980.6199 gals.).
 QG0442
 QG0442.The modeled gravity was interpolated from observed gravity values.
 QG0442
 QG0442;                    North         East    Units  Estimated Accuracy
 QG0442;SPC ME E     -   165,700.      283,490.      MT  (+/- 180 meters Scaled)
 QG0442
 QG0442                          SUPERSEDED SURVEY CONTROL
 QG0442
 QG0442  NGVD 29 (??/??/92)   71.273  (m)          233.83   (f) ADJ UNCH    2 0
 QG0442
 QG0442.Superseded values are not recommended for survey control.
 QG0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0442.See file dsdata.txt to determine how the superseded data were derived.
 QG0442
 QG0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL227005(NAD 83)
 QG0442_MARKER: DR = REFERENCE MARK DISK
 QG0442_SETTING: 80 = SET IN A BOULDER
 QG0442_SP_SET: BOULDER
 QG0442_STAMPING: EDIN NO 2 1958
 QG0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0442+STABILITY: SURFACE MOTION
 QG0442
 QG0442  HISTORY     - Date     Condition        Report By
 QG0442  HISTORY     - 1958     MONUMENTED       CGS
 QG0442  HISTORY     - 1959     GOOD             NGS
 QG0442
 QG0442                          STATION DESCRIPTION
 QG0442
 QG0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QG0442'22.8 MI NW FROM OLD TOWN.
 QG0442'2.95 MILES NORTHWEST ALONG STATE HIGHWAY 43 FROM ITS JUNCTION
 QG0442'WITH U.S. HIGHWAY 2 AT OLD TOWN, THENCE 2.25 MILES NORTH ALONG
 QG0442'STATE HIGHWAY 16, THENCE 12.45 MILES NORTH ALONG STATE HIGHWAY 116,
 QG0442'THENCE 5.2 MILES WEST ALONG TREE FARM ROAD, NEAR THE TOP OF A
 QG0442'RIDGE, 110.2 FEET SOUTHWEST AND ACROSS THE ROAD FROM THE STATION,
 QG0442'14 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, SET ON TOP OF A
 QG0442'3-BY-3 FOOT BOULDER PROJECTING 2 FEET ABOVE THE GROUND AND ABOUT
 QG0442'3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2225 ***********************************************************************
 PE2225  DESIGNATION -  EDMONDS STEAM SAWMILL CHIMNEY
 PE2225  PID         -  PE2225
 PE2225  STATE/COUNTY-  ME/PENOBSCOT
 PE2225  USGS QUAD   -  BANGOR (1991)
 PE2225
 PE2225                         *CURRENT SURVEY CONTROL
 PE2225  ___________________________________________________________________
 PE2225* NAD 83(1996)-  44 46 28.90495(N)    068 47 16.15099(W)     ADJUSTED  
 PE2225* NAVD 88     -                                                        
 PE2225  ___________________________________________________________________
 PE2225  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 PE2225  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 PE2225
 PE2225  HORZ ORDER  -  THIRD
 PE2225
 PE2225.The horizontal coordinates were established by classical geodetic methods
 PE2225.and adjusted by the National Geodetic Survey in March 1998..
 PE2225
 PE2225
 PE2225.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2225
 PE2225.The geoid height was determined by GEOID03.
 PE2225
 PE2225;                    North         East     Units Scale Factor Converg.
 PE2225;SPC ME E     -   123,148.367   277,219.842   MT  0.99990638   -0 12 09.8
 PE2225;UTM  19      - 4,957,944.352   516,788.461   MT  0.99960347   +0 08 58.0
 PE2225
 PE2225                          SUPERSEDED SURVEY CONTROL
 PE2225
 PE2225  NAD 83(1992)-  44 46 28.90268(N)    068 47 16.14701(W) AD(       ) 4
 PE2225  NAD 83(1986)-  44 46 28.90140(N)    068 47 16.14786(W) AD(       ) 4
 PE2225  NAD 27      -  44 46 28.66000(N)    068 47 18.02000(W) AD(       ) 3
 PE2225
 PE2225.Superseded values are not recommended for survey control.
 PE2225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2225.See file dsdata.txt to determine how the superseded data were derived.
 PE2225
 PE2225_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1678857944(NAD 83)
 PE2225
 PE2225  HISTORY     - Date     Condition        Report By
 PE2225  HISTORY     - UNK      MONUMENTED
 PE2225  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2225  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE2225
 PE2225                          STATION DESCRIPTION
 PE2225
 PE2225'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2225'THE STATION IS LOST.
 PE2225
 PE2225                          STATION RECOVERY (1944)
 PE2225
 PE2225'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE2225'STATION IS LOST.  CHIMNEY HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0292 ***********************************************************************
 SF0292  DESIGNATION -  EDMUN CATH CH SP SE IBC 1940
 SF0292  PID         -  SF0292
 SF0292  STATE/COUNTY-  ME/AROOSTOOK
 SF0292  USGS QUAD   -  MADAWASKA (1986)
 SF0292
 SF0292                         *CURRENT SURVEY CONTROL
 SF0292  ___________________________________________________________________
 SF0292* NAD 83(1996)-  47 21 45.95516(N)    068 19 55.94183(W)     ADJUSTED  
 SF0292* NAVD 88     -                                                        
 SF0292  ___________________________________________________________________
 SF0292  LAPLACE CORR-           5.44  (seconds)                    DEFLEC99
 SF0292  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 SF0292
 SF0292  HORZ ORDER  -  THIRD
 SF0292
 SF0292.The horizontal coordinates were established by classical geodetic methods
 SF0292.and adjusted by the National Geodetic Survey in March 1998..
 SF0292
 SF0292
 SF0292.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0292
 SF0292.The geoid height was determined by GEOID03.
 SF0292
 SF0292;                    North         East     Units Scale Factor Converg.
 SF0292;SPC ME E     -   410,763.751   312,673.832   MT  0.99990197   +0 07 24.4
 SF0292;UTM  19      - 5,245,694.368   550,424.674   MT  0.99963125   +0 29 28.6
 SF0292
 SF0292                          SUPERSEDED SURVEY CONTROL
 SF0292
 SF0292  NAD 83(1992)-  47 21 45.95042(N)    068 19 55.93855(W) AD(       ) 4
 SF0292  NAD 83(1986)-  47 21 45.95589(N)    068 19 55.93028(W) AD(       ) 4
 SF0292  NAD 27      -  47 21 45.81295(N)    068 19 57.77196(W) AD(       ) 3
 SF0292
 SF0292.Superseded values are not recommended for survey control.
 SF0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0292.See file dsdata.txt to determine how the superseded data were derived.
 SF0292
 SF0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN5042545694(NAD 83)
 SF0292_MARKER: 90 = CHURCH SPIRE
 SF0292
 SF0292  HISTORY     - Date     Condition        Report By
 SF0292  HISTORY     - 1973     FIRST OBSERVED   IBC
 SF0292  HISTORY     - 1975     GOOD             NGS
 SF0292
 SF0292                          STATION DESCRIPTION
 SF0292
 SF0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CRM)
 SF0292'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0298 ***********************************************************************
 SF0298  DESIGNATION -  EDMUN NOTRE DME CH SP IBC 1973
 SF0298  PID         -  SF0298
 SF0298  STATE/COUNTY-  ME/AROOSTOOK
 SF0298  USGS QUAD   -  MADAWASKA (1986)
 SF0298
 SF0298                         *CURRENT SURVEY CONTROL
 SF0298  ___________________________________________________________________
 SF0298* NAD 83(1996)-  47 22 15.74444(N)    068 19 30.41380(W)     ADJUSTED  
 SF0298* NAVD 88     -                                                        
 SF0298  ___________________________________________________________________
 SF0298  LAPLACE CORR-           5.86  (seconds)                    DEFLEC99
 SF0298  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 SF0298
 SF0298  HORZ ORDER  -  THIRD
 SF0298
 SF0298.The horizontal coordinates were established by classical geodetic methods
 SF0298.and adjusted by the National Geodetic Survey in March 1998..
 SF0298
 SF0298
 SF0298.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0298
 SF0298.The geoid height was determined by GEOID03.
 SF0298
 SF0298;                    North         East     Units Scale Factor Converg.
 SF0298;SPC ME E     -   411,684.813   313,207.374   MT  0.99990214   +0 07 43.2
 SF0298;UTM  19      - 5,246,618.586   550,952.148   MT  0.99963190   +0 29 47.6
 SF0298
 SF0298                          SUPERSEDED SURVEY CONTROL
 SF0298
 SF0298  NAD 83(1992)-  47 22 15.73965(N)    068 19 30.41058(W) AD(       ) 4
 SF0298  NAD 83(1986)-  47 22 15.74521(N)    068 19 30.40209(W) AD(       ) 4
 SF0298  NAD 27      -  47 22 15.60164(N)    068 19 32.24325(W) AD(       ) 3
 SF0298
 SF0298.Superseded values are not recommended for survey control.
 SF0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0298.See file dsdata.txt to determine how the superseded data were derived.
 SF0298
 SF0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN5095246619(NAD 83)
 SF0298_MARKER: 90 = CHURCH SPIRE
 SF0298
 SF0298  HISTORY     - Date     Condition        Report By
 SF0298  HISTORY     - 1973     FIRST OBSERVED   IBC
 SF0298  HISTORY     - 1975     GOOD             NGS
 SF0298
 SF0298                          STATION DESCRIPTION
 SF0298
 SF0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CRM)
 SF0298'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0257 ***********************************************************************
 SF0257  DESIGNATION -  EDMUN TV ST CJBR MAST IBC 1973
 SF0257  PID         -  SF0257
 SF0257  STATE/COUNTY-  ME/AROOSTOOK
 SF0257  USGS QUAD   -  MADAWASKA (1986)
 SF0257
 SF0257                         *CURRENT SURVEY CONTROL
 SF0257  ___________________________________________________________________
 SF0257* NAD 83(1996)-  47 23 21.06768(N)    068 18 58.73677(W)     ADJUSTED  
 SF0257* NAVD 88     -                                                        
 SF0257  ___________________________________________________________________
 SF0257  LAPLACE CORR-           6.28  (seconds)                    DEFLEC99
 SF0257  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 SF0257
 SF0257  HORZ ORDER  -  THIRD
 SF0257
 SF0257.The horizontal coordinates were established by classical geodetic methods
 SF0257.and adjusted by the National Geodetic Survey in March 1998..
 SF0257
 SF0257
 SF0257.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0257
 SF0257.The geoid height was determined by GEOID03.
 SF0257
 SF0257;                    North         East     Units Scale Factor Converg.
 SF0257;SPC ME E     -   413,703.508   313,867.131   MT  0.99990236   +0 08 06.7
 SF0257;UTM  19      - 5,248,640.931   551,598.754   MT  0.99963272   +0 30 11.5
 SF0257
 SF0257                          SUPERSEDED SURVEY CONTROL
 SF0257
 SF0257  NAD 83(1992)-  47 23 21.06278(N)    068 18 58.73370(W) AD(       ) 4
 SF0257  NAD 83(1986)-  47 23 21.06819(N)    068 18 58.72475(W) AD(       ) 4
 SF0257  NAD 27      -  47 23 20.92164(N)    068 19 00.56708(W) AD(       ) 3
 SF0257
 SF0257.Superseded values are not recommended for survey control.
 SF0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0257.See file dsdata.txt to determine how the superseded data were derived.
 SF0257
 SF0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN5159948641(NAD 83)
 SF0257_MARKER: 42 = RADIO/TV MAST
 SF0257
 SF0257  HISTORY     - Date     Condition        Report By
 SF0257  HISTORY     - 1973     FIRST OBSERVED   IBC
 SF0257  HISTORY     - 1976     GOOD             NGS
 SF0257
 SF0257                          STATION DESCRIPTION
 SF0257
 SF0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CRM)
 SF0257'THE STATION WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1987 ***********************************************************************
 OC1987  DESIGNATION -  EDWARDS
 OC1987  PID         -  OC1987
 OC1987  STATE/COUNTY-  ME/CUMBERLAND
 OC1987  USGS QUAD   -  RAYMOND (1981)
 OC1987
 OC1987                         *CURRENT SURVEY CONTROL
 OC1987  ___________________________________________________________________
 OC1987* NAD 83(1996)-  43 57 33.85288(N)    070 23 24.12626(W)     ADJUSTED  
 OC1987* NAVD 88     -       162.0    (meters)     531.     (feet)  VERTCON   
 OC1987  ___________________________________________________________________
 OC1987  LAPLACE CORR-           3.42  (seconds)                    DEFLEC99
 OC1987  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 OC1987
 OC1987  HORZ ORDER  -  SECOND
 OC1987
 OC1987.The horizontal coordinates were established by classical geodetic methods
 OC1987.and adjusted by the National Geodetic Survey in March 1998..
 OC1987
 OC1987.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC1987.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC1987
 OC1987.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1987
 OC1987.The geoid height was determined by GEOID03.
 OC1987
 OC1987;                    North         East     Units Scale Factor Converg.
 OC1987;SPC ME W     -   125,127.014   882,072.855   MT  0.99997062   -0 09 18.2
 OC1987;UTM  19      - 4,868,303.034   388,478.797   MT  0.99975297   -0 57 54.0
 OC1987
 OC1987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1987!SPC ME W     -   0.99997875  x   0.99997062  =   0.99994937
 OC1987!UTM  19      -   0.99997875  x   0.99975297  =   0.99973173
 OC1987
 OC1987|---------------------------------------------------------------------|
 OC1987| PID    Reference Object                     Distance      Geod. Az  |
 OC1987|                                                           dddmmss.s |
 OC1987| CE8133 EDWARDS RM 1                         17.449 METERS 16108     |
 OC1987| OC1986 RAYMOND TV MAST WGAN                APPROX. 9.0 KM 2442731.1 |
 OC1987| CE8134 EDWARDS RM 2                         18.119 METERS 26135     |
 OC1987| OC1988 LEDGE                               APPROX. 2.0 KM 3080849.3 |
 OC1987|---------------------------------------------------------------------|
 OC1987
 OC1987                          SUPERSEDED SURVEY CONTROL
 OC1987
 OC1987  NAD 83(1992)-  43 57 33.85188(N)    070 23 24.12665(W) AD(       ) 2
 OC1987  NAD 83(1986)-  43 57 33.85837(N)    070 23 24.13125(W) AD(       ) 2
 OC1987  NAD 27      -  43 57 33.58975(N)    070 23 25.93129(W) AD(       ) 2
 OC1987  NGVD 29 (07/19/86)  162.2    (m)          532.     (f) VERT ANG       
 OC1987
 OC1987.Superseded values are not recommended for survey control.
 OC1987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1987.See file dsdata.txt to determine how the superseded data were derived.
 OC1987
 OC1987_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ8847968303(NAD 83)
 OC1987_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OC1987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC1987_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC1987
 OC1987  HISTORY     - Date     Condition        Report By
 OC1987  HISTORY     - 1976     MONUMENTED       NGS
 OC1987
 OC1987                          STATION DESCRIPTION
 OC1987
 OC1987'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC1987'THE STATION IS LOCATED ABOUT 6.0 MILES NORTHWEST OF GRAY, 5.5
 OC1987'MILES NORTHEAST OF RAYMOND, 7.0 MILES SOUTH OF POLAND AND ON
 OC1987'PROPERTY OWNED BY CARLTON EDWARDS, NORTH RAYMOND, MAINE.
 OC1987'
 OC1987'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 122 AND
 OC1987'STATE ROUTE 26 IN POLAND, GO SOUTHEAST ON ROUTE 26 FOR 1.6
 OC1987'MILES TO A CROSSROADS. TURN RIGHT AND GO WESTERLY ON A DIRT
 OC1987'ROAD FOR 1.2 MILES TO A SIDE ROAD RIGHT.  CONTINUE ON
 OC1987'THE SAME ROAD FOR 0.50 MILE TO THE RAYMOND-NEW GLOUCESTER
 OC1987'TOWN LINE, CONTINUE ON THE SAME ROAD FOR 0.20 MILE TO
 OC1987'A CROSSROAD (NORTH RAYMOND ROAD). TURN LEFT, GO SOUTH ON
 OC1987'THE NORTH RAYMOND ROAD FOR 1.25 MILES TO A SIDE ROAD LEFT.
 OC1987'CONTINUE STRAIGHT AHEAD FOR 0.30 MILE TO THE STATION ON THE
 OC1987'RIGHT ABOUT 100 FEET FROM THE EDGE OF THE ROAD IN A LARGE
 OC1987'FIELD.
 OC1987'
 OC1987'THE STATION MARKS ARE STANDARD DISKS STAMPED---EDWARDS 1976---.
 OC1987'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OC1987'CONCRETE POST WHICH IS 2 INCHES BELOW THE GROUND SURFACE. THE
 OC1987'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 OC1987'CONCRETE WHICH IS 40 INCHES BELOW THE GROUND SURFACE.
 OC1987'THEY ARE 3.0 FEET NORTHEAST OF A METAL WITNESS POST, 117.0
 OC1987'FEET WEST OF THE CENTERLINE OF THE ROAD AND 96.0 FEET WEST
 OC1987'OF POLE NUMBER 043.
 OC1987'
 OC1987'REFERENCE MARK 1, STAMPED---EDWARDS NO 1 1976---, IS A STANDARD
 OC1987'DISK CEMENTED IN A DRILL HOLE IN AN IMBEDDED BOULDER WHICH
 OC1987'PROJECTS ABOUT 3 INCHES ABOVE THE GROUND SURFACE. IT IS
 OC1987'57.3 FEET SOUTHEAST OF A METAL WITNESS POST, 108.0 FEET
 OC1987'SOUTHWEST OF POLE NUMBER 043 AND 121.0 FEET WEST OF THE
 OC1987'CENTERLINE OF THE ROAD.
 OC1987'
 OC1987'REFERENCE MARK 2, STAMPED---EDWARDS NO 2 1976---, IS A
 OC1987'STANDARD DISK CEMENTED IN A DRILL HOLE IN AN IMBEDDED
 OC1987'BOULDER WHICH PROJECTS ABOUT 3 INCHES ABOVE THE GROUND SURFACE.
 OC1987'IT IS 62.5 FEET WEST OF A METAL WITNESS POST, 156 FEET WEST
 OC1987'OF POLE NUMBER 043 AND 177 FEET WEST OF THE CENTERLINE OF
 OC1987'THE ROAD.
 OC1987'
 OC1987'STATION LEDGE CAN BE USED AS AN AZIMUTH MARK.
 OC1987'
 OC1987'THE HEIGHT OF THE LIGHT ABOVE THE STATION WAS 1.5 METERS.
 OC1987'
 OC1987'DESCRIBED BY PHILIP H. PARENT JR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1776 ***********************************************************************
 PE1776  DESIGNATION -  EGG 1860
 PE1776  PID         -  PE1776
 PE1776  STATE/COUNTY-  ME/HANCOCK
 PE1776  USGS QUAD   -  SEAL HARBOR (1983)
 PE1776
 PE1776                         *CURRENT SURVEY CONTROL
 PE1776  ___________________________________________________________________
 PE1776* NAD 83(1996)-  44 21 14.41157(N)    068 08 16.77644(W)     ADJUSTED  
 PE1776* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 PE1776  ___________________________________________________________________
 PE1776  LAPLACE CORR-           3.04  (seconds)                    DEFLEC99
 PE1776  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 PE1776
 PE1776  HORZ ORDER  -  THIRD
 PE1776
 PE1776.The horizontal coordinates were established by classical geodetic methods
 PE1776.and adjusted by the National Geodetic Survey in March 1998..
 PE1776
 PE1776.The orthometric height was scaled from a topographic map.
 PE1776
 PE1776.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1776
 PE1776.The geoid height was determined by GEOID03.
 PE1776
 PE1776;                    North         East     Units Scale Factor Converg.
 PE1776;SPC ME E     -    76,427.742   328,859.092   MT  0.99991024   +0 15 11.1
 PE1776;UTM  19      - 4,911,553.709   568,698.429   MT  0.99965804   +0 36 09.5
 PE1776
 PE1776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1776!SPC ME E     -   1.00000362  x   0.99991024  =   0.99991385
 PE1776!UTM  19      -   1.00000362  x   0.99965804  =   0.99966165
 PE1776
 PE1776                          SUPERSEDED SURVEY CONTROL
 PE1776
 PE1776  NAD 83(1992)-  44 21 14.40985(N)    068 08 16.78296(W) AD(       ) 3
 PE1776  NAD 83(1986)-  44 21 14.40806(N)    068 08 16.78811(W) AD(       ) 3
 PE1776  NAD 27      -  44 21 14.09000(N)    068 08 18.81000(W) AD(       ) 3
 PE1776
 PE1776.Superseded values are not recommended for survey control.
 PE1776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1776.See file dsdata.txt to determine how the superseded data were derived.
 PE1776
 PE1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK6869811554(NAD 83)
 PE1776
 PE1776  HISTORY     - Date     Condition        Report By
 PE1776  HISTORY     - 1860     MONUMENTED       CGS
 PE1776  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE1776
 PE1776                          STATION DESCRIPTION
 PE1776
 PE1776'DESCRIBED BY COAST AND GEODETIC SURVEY 1860 (FPW)
 PE1776'ON THE SOUTHERNMOST ISLAND IN THE ENTRANCE TO FRENCHMANS BAY,
 PE1776'KNOWN AS EGG ROCK.
 PE1776'
 PE1776'THE STATION IS ON A FLAT ROCK AT THE HIGHEST PART OF THE ISLAND,
 PE1776'AND IS MARKED BY A HOLE DRILLED IN A ROCK.
 PE1776
 PE1776                          STATION RECOVERY (1934)
 PE1776
 PE1776'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1776'THE STATION IS LOST.
 PE1776'
 PE1776'THE LIGHTHOUSE, WHICH IS ON THE HIGHEST POINT OF THE ISLAND, HAS
 PE1776'BEEN ENLARGED SINCE 1860, AND THE LEDGES AROUND IT HAVE BEEN
 PE1776'CHIPPED OFF WHILE INSTALLING FORTIFICATIONS DURING THE
 PE1776'SPANISH-AMERICAN WAR, THUS DESTROYING THE STATION WHICH WAS MARKED
 PE1776'BY A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1773 ***********************************************************************
 PE1773  DESIGNATION -  EGG 1944
 PE1773  PID         -  PE1773
 PE1773  STATE/COUNTY-  ME/HANCOCK
 PE1773  USGS QUAD   -  SEAL HARBOR (1983)
 PE1773
 PE1773                         *CURRENT SURVEY CONTROL
 PE1773  ___________________________________________________________________
 PE1773* NAD 83(1996)-  44 21 20.67612(N)    068 08 15.69395(W)     ADJUSTED  
 PE1773* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 PE1773  ___________________________________________________________________
 PE1773  LAPLACE CORR-           3.06  (seconds)                    DEFLEC99
 PE1773  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 PE1773
 PE1773  HORZ ORDER  -  THIRD
 PE1773
 PE1773.The horizontal coordinates were established by classical geodetic methods
 PE1773.and adjusted by the National Geodetic Survey in March 1998..
 PE1773
 PE1773.The orthometric height was scaled from a topographic map.
 PE1773
 PE1773.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1773
 PE1773.The geoid height was determined by GEOID03.
 PE1773
 PE1773;                    North         East     Units Scale Factor Converg.
 PE1773;SPC ME E     -    76,621.193   328,882.208   MT  0.99991026   +0 15 11.9
 PE1773;UTM  19      - 4,911,747.249   568,720.359   MT  0.99965808   +0 36 10.3
 PE1773
 PE1773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1773!SPC ME E     -   1.00000362  x   0.99991026  =   0.99991387
 PE1773!UTM  19      -   1.00000362  x   0.99965808  =   0.99966169
 PE1773
 PE1773:                Primary Azimuth Mark                     Grid Az
 PE1773:SPC ME E     -  GRINDSTONE NECK STANDPIPE                049 23 21.9
 PE1773:UTM  19      -  GRINDSTONE NECK STANDPIPE                049 02 23.5
 PE1773
 PE1773|---------------------------------------------------------------------|
 PE1773| PID    Reference Object                     Distance      Geod. Az  |
 PE1773|                                                           dddmmss.s |
 PE1773| PE1759 GRINDSTONE NECK STANDPIPE           APPROX. 4.4 KM 0493833.8 |
 PE1773| PE1775 EGG ROCK LIGHTHOUSE 1902            194.411 METERS 18940     |
 PE1773| PE1812 BAR HARBOR EAST RADIO TOWER         APPROX. 6.4 KM 3070521.5 |
 PE1773|---------------------------------------------------------------------|
 PE1773
 PE1773                          SUPERSEDED SURVEY CONTROL
 PE1773
 PE1773  NAD 83(1992)-  44 21 20.67537(N)    068 08 15.69960(W) AD(       ) 3
 PE1773  NAD 83(1986)-  44 21 20.67390(N)    068 08 15.70470(W) AD(       ) 3
 PE1773  NAD 27      -  44 21 20.39000(N)    068 08 17.68200(W) AD(       ) 3
 PE1773
 PE1773.Superseded values are not recommended for survey control.
 PE1773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1773.See file dsdata.txt to determine how the superseded data were derived.
 PE1773
 PE1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK6872011747(NAD 83)
 PE1773
 PE1773  HISTORY     - Date     Condition        Report By
 PE1773  HISTORY     - 1944     MONUMENTED       CGS
 PE1773
 PE1773                          STATION DESCRIPTION
 PE1773
 PE1773'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1773'STATION IS A STANDARD TOPOGRAPHIC DISC SET IN DRILL HOLE IN
 PE1773'LEDGE, APPROXIMATELY 188 M. NORTH OF LIGHTHOUSE AND NEAR
 PE1773'WESTERLY EDGE OF LEDGE ABOVE H.W.  LIGHTKEEPER WILL AID RECOVERY.
 PE1773'
 PE1773'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK 2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1996 ***********************************************************************
 PE1996  DESIGNATION -  EGG ROCK BEACON
 PE1996  PID         -  PE1996
 PE1996  STATE/COUNTY-  ME/HANCOCK
 PE1996  USGS QUAD   -  STINSON NECK (1983)
 PE1996
 PE1996                         *CURRENT SURVEY CONTROL
 PE1996  ___________________________________________________________________
 PE1996* NAD 83(1996)-  44 11 06.50864(N)    068 30 32.33349(W)     ADJUSTED  
 PE1996* NAVD 88     -                                                        
 PE1996  ___________________________________________________________________
 PE1996  LAPLACE CORR-           4.84  (seconds)                    DEFLEC99
 PE1996  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 PE1996
 PE1996  HORZ ORDER  -  THIRD
 PE1996
 PE1996.The horizontal coordinates were established by classical geodetic methods
 PE1996.and adjusted by the National Geodetic Survey in March 1998..
 PE1996
 PE1996
 PE1996.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1996
 PE1996.The geoid height was determined by GEOID03.
 PE1996
 PE1996;                    North         East     Units Scale Factor Converg.
 PE1996;SPC ME E     -    57,602.406   299,281.942   MT  0.99990001   -0 00 22.5
 PE1996;UTM  19      - 4,892,553.616   539,244.362   MT  0.99961894   +0 20 32.0
 PE1996
 PE1996                          SUPERSEDED SURVEY CONTROL
 PE1996
 PE1996  NAD 83(1992)-  44 11 06.51729(N)    068 30 32.31790(W) AD(       ) 4
 PE1996  NAD 83(1986)-  44 11 06.51646(N)    068 30 32.31968(W) AD(       ) 4
 PE1996  NAD 27      -  44 11 06.22700(N)    068 30 34.23800(W) AD(       ) 3
 PE1996
 PE1996.Superseded values are not recommended for survey control.
 PE1996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1996.See file dsdata.txt to determine how the superseded data were derived.
 PE1996
 PE1996_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ3924492554(NAD 83)
 PE1996_MARKER: 16 = DAYBEACON
 PE1996_SETTING: 0 = UNSPECIFIED SETTING
 PE1996_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE1996
 PE1996  HISTORY     - Date     Condition        Report By
 PE1996  HISTORY     - UNK      FIRST OBSERVED
 PE1996  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE1996  HISTORY     - 1983     GOOD             NOS
 PE1996
 PE1996                          STATION DESCRIPTION
 PE1996
 PE1996'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1996'STATION RECOVERED IN GOOD CONDITION.  STATION IS THE TRIANGULAR
 PE1996'RED BEACON ON EGG ROCK IN NW JERICHO BAY.
 PE1996
 PE1996                          STATION RECOVERY (1983)
 PE1996
 PE1996'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1983 (CSM)
 PE1996'THE BEACON WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1775 ***********************************************************************
 PE1775  DESIGNATION -  EGG ROCK LIGHTHOUSE 1902
 PE1775  PID         -  PE1775
 PE1775  STATE/COUNTY-  ME/HANCOCK
 PE1775  USGS QUAD   -  SEAL HARBOR (1983)
 PE1775
 PE1775                         *CURRENT SURVEY CONTROL
 PE1775  ___________________________________________________________________
 PE1775* NAD 83(1996)-  44 21 14.46703(N)    068 08 17.16755(W)     ADJUSTED  
 PE1775* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 PE1775  ___________________________________________________________________
 PE1775  LAPLACE CORR-           3.04  (seconds)                    DEFLEC99
 PE1775  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 PE1775
 PE1775  HORZ ORDER  -  THIRD
 PE1775
 PE1775.The horizontal coordinates were established by classical geodetic methods
 PE1775.and adjusted by the National Geodetic Survey in March 1998..
 PE1775
 PE1775.The orthometric height was scaled from a topographic map.
 PE1775
 PE1775.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1775
 PE1775.The geoid height was determined by GEOID03.
 PE1775
 PE1775;                    North         East     Units Scale Factor Converg.
 PE1775;SPC ME E     -    76,429.416   328,850.423   MT  0.99991023   +0 15 10.8
 PE1775;UTM  19      - 4,911,555.330   568,689.752   MT  0.99965802   +0 36 09.2
 PE1775
 PE1775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1775!SPC ME E     -   1.00000362  x   0.99991023  =   0.99991384
 PE1775!UTM  19      -   1.00000362  x   0.99965802  =   0.99966163
 PE1775
 PE1775                          SUPERSEDED SURVEY CONTROL
 PE1775
 PE1775  NAD 83(1992)-  44 21 14.46559(N)    068 08 17.17339(W) AD(       ) 3
 PE1775  NAD 83(1986)-  44 21 14.46382(N)    068 08 17.17858(W) AD(       ) 3
 PE1775  NAD 27      -  44 21 14.17400(N)    068 08 19.15700(W) AD(       ) 3
 PE1775
 PE1775.Superseded values are not recommended for survey control.
 PE1775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1775.See file dsdata.txt to determine how the superseded data were derived.
 PE1775
 PE1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK6869011555(NAD 83)
 PE1775
 PE1775  HISTORY     - Date     Condition        Report By
 PE1775  HISTORY     - 1902     MONUMENTED       CGS
 PE1775  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE1775  HISTORY     - 1968     SEE DESCRIPTION  CGS
 PE1775
 PE1775                          STATION DESCRIPTION
 PE1775
 PE1775'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1775'THIS STATION WAS RECOVERED AND ITS POSITION CHECKED BY NEW
 PE1775'OBSERVATIONS.  THIS WAS A SECOND-ORDER TRIANGULATION POINT
 PE1775'IN THE 1934 SCHEME.
 PE1775'
 PE1775'THE LIGHTHOUSE TOWER IS ON TOP OF THE KEEPERS DWELLING ON
 PE1775'THE HIGHEST POINT OF EGG ROCK WHICH LIES E OF MOUNT DESERT
 PE1775'ISLAND AT THE ENTRANCE TO FRENCHMANS BAY.
 PE1775
 PE1775                          STATION RECOVERY (1968)
 PE1775
 PE1775'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NCS)
 PE1775'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1934.
 PE1775'
 PE1775'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PE1775'4.0 MILES SOUTHEAST OF BAR HARBOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1807 ***********************************************************************
 QF1807  DESIGNATION -  EGYPT IBC
 QF1807  PID         -  QF1807
 QF1807  STATE/COUNTY-  ME/AROOSTOOK
 QF1807  USGS QUAD   -  NORTH AMITY (1989)
 QF1807
 QF1807                         *CURRENT SURVEY CONTROL
 QF1807  ___________________________________________________________________
 QF1807* NAD 83(1996)-  45 53 41.63234(N)    067 47 11.05725(W)     ADJUSTED  
 QF1807* NAVD 88     -       136.     (meters)     446.     (feet)  SCALED    
 QF1807  ___________________________________________________________________
 QF1807  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 QF1807  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 QF1807
 QF1807  HORZ ORDER  -  THIRD
 QF1807
 QF1807.The horizontal coordinates were established by classical geodetic methods
 QF1807.and adjusted by the National Geodetic Survey in March 1998..
 QF1807
 QF1807.The orthometric height was scaled from a topographic map.
 QF1807
 QF1807.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1807
 QF1807.The geoid height was determined by GEOID03.
 QF1807
 QF1807;                    North         East     Units Scale Factor Converg.
 QF1807;SPC ME E     -   247,840.620   355,376.427   MT  0.99993769   +0 30 44.7
 QF1807;UTM  19      - 5,083,086.065   594,149.042   MT  0.99970897   +0 52 17.4
 QF1807
 QF1807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1807!SPC ME E     -   0.99998241  x   0.99993769  =   0.99992010
 QF1807!UTM  19      -   0.99998241  x   0.99970897  =   0.99969138
 QF1807
 QF1807|---------------------------------------------------------------------|
 QF1807| PID    Reference Object                     Distance      Geod. Az  |
 QF1807|                                                           dddmmss.s |
 QF1807| QF1805 ACHERON IBC                         195.802 METERS 05826     |
 QF1807| QF1809 DAM IBC                             119.801 METERS 24445     |
 QF1807| QF1808 EGYPT TABLET IBC                     11.777 METERS 25554     |
 QF1807|---------------------------------------------------------------------|
 QF1807
 QF1807                          SUPERSEDED SURVEY CONTROL
 QF1807
 QF1807  NAD 83(1992)-  45 53 41.62992(N)    067 47 11.05738(W) AD(       ) 4
 QF1807  NAD 83(1986)-  45 53 41.25380(N)    067 47 10.03382(W) AD(       ) 4
 QF1807  NAD 27      -  45 53 41.52200(N)    067 47 13.17800(W) AD(       ) 3
 QF1807
 QF1807.Superseded values are not recommended for survey control.
 QF1807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1807.See file dsdata.txt to determine how the superseded data were derived.
 QF1807
 QF1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9414983086(NAD 83)
 QF1807_MARKER: Z = SEE DESCRIPTION
 QF1807_SETTING: 0 = UNSPECIFIED SETTING
 QF1807
 QF1807  HISTORY     - Date     Condition        Report By
 QF1807  HISTORY     - 1912     MONUMENTED       IBC
 QF1807  HISTORY     - 1921     GOOD             IBC
 QF1807
 QF1807                          STATION DESCRIPTION
 QF1807
 QF1807'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912
 QF1807'THE STATION IS KNOWN TO BE MARKED, HOWEVER A DESCRIPTION IS NOT
 QF1807'AVAILABLE.
 QF1807
 QF1807                          STATION RECOVERY (1921)
 QF1807
 QF1807'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1921
 QF1807'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0355 ***********************************************************************
 QF0355  DESIGNATION -  ELBOW RIP 1888
 QF0355  PID         -  QF0355
 QF0355  STATE/COUNTY-  ME/WASHINGTON
 QF0355  USGS QUAD   -  VANCEBORO (1988)
 QF0355
 QF0355                         *CURRENT SURVEY CONTROL
 QF0355  ___________________________________________________________________
 QF0355* NAD 83(1996)-  45 31 00.65288(N)    067 25 55.34734(W)     ADJUSTED  
 QF0355* NAVD 88     -       125.     (meters)     410.     (feet)  SCALED    
 QF0355  ___________________________________________________________________
 QF0355  LAPLACE CORR-           2.64  (seconds)                    DEFLEC99
 QF0355  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 QF0355
 QF0355  HORZ ORDER  -  THIRD
 QF0355
 QF0355.The horizontal coordinates were established by classical geodetic methods
 QF0355.and adjusted by the National Geodetic Survey in March 1998..
 QF0355
 QF0355.The orthometric height was scaled from a topographic map.
 QF0355
 QF0355.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0355
 QF0355.The geoid height was determined by GEOID03.
 QF0355
 QF0355;                    North         East     Units Scale Factor Converg.
 QF0355;SPC ME E     -   206,133.444   383,436.291   MT  0.99998556   +0 45 43.2
 QF0355;UTM  19      - 5,041,563.934   622,462.833   MT  0.99978439   +1 07 07.7
 QF0355
 QF0355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0355!SPC ME E     -   0.99998413  x   0.99998556  =   0.99996969
 QF0355!UTM  19      -   0.99998413  x   0.99978439  =   0.99976853
 QF0355
 QF0355:                Primary Azimuth Mark                     Grid Az
 QF0355:SPC ME E     -  VANCEBORO SCH FLAGPOLE 1917              359 49 31.6
 QF0355:UTM  19      -  VANCEBORO SCH FLAGPOLE 1917              359 28 07.1
 QF0355
 QF0355|---------------------------------------------------------------------|
 QF0355| PID    Reference Object                     Distance      Geod. Az  |
 QF0355|                                                           dddmmss.s |
 QF0355| QF0428 VANCEBORO SCH FLAGPOLE 1917         APPROX. 5.4 KM 0003514.8 |
 QF0355| QF0430 TOWER IBC                            84.262 METERS 03412     |
 QF0355| QF0425 BASE IBC 1917                       128.365 METERS 12446     |
 QF0355| QF1553 VANCE MOUNTAIN 1888                 APPROX. 8.5 KM 3090956.9 |
 QF0355| QF0446 CAMP IBC                            202.014 METERS 32032     |
 QF0355|---------------------------------------------------------------------|
 QF0355
 QF0355                          SUPERSEDED SURVEY CONTROL
 QF0355
 QF0355  NAD 83(1992)-  45 31 00.64884(N)    067 25 55.34463(W) AD(       ) 3
 QF0355  NAD 83(1986)-  45 31 00.65283(N)    067 25 55.35384(W) AD(       ) 3
 QF0355  NAD 27      -  45 31 00.40800(N)    067 25 57.35400(W) AD(       ) 3
 QF0355
 QF0355.Superseded values are not recommended for survey control.
 QF0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0355.See file dsdata.txt to determine how the superseded data were derived.
 QF0355
 QF0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2246341564(NAD 83)
 QF0355_MARKER: DS = TRIANGULATION STATION DISK
 QF0355_SETTING: 80 = SET IN A BOULDER
 QF0355_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0355+STABILITY: SURFACE MOTION
 QF0355
 QF0355  HISTORY     - Date     Condition        Report By
 QF0355  HISTORY     - 1888     MONUMENTED       CGS
 QF0355  HISTORY     - 1946     SEE DESCRIPTION  CGS
 QF0355
 QF0355                          STATION DESCRIPTION
 QF0355
 QF0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1888 (CHB)
 QF0355'IN THE OLD ORCHARD OF THE HOLBROOK FARM, ON THE HILL ON THE W SIDE OF
 QF0355'THE ST CROIX RIVER, ABOUT 3-1/2 MILES BELOW VANCEBORO, ALMOST
 QF0355'DIRECTLY W OF THE UPPER POINT OF THE LARGE ISLAND IN THE RIVER BELOW
 QF0355'THE FOOT OF THE MILE RIPS.  THE STATION IS ON A PYRAMIDAL GRANITE
 QF0355'ROCK WITH A TRIANGLE CUT IN IT, THE HIGHEST OF A NUMBER ON THE HILL,
 QF0355'ABOUT 75 FEET N OF THE OLD STONE WALL, 100 FEET W OF THE OLD ROAD
 QF0355'LEADING TO VANCEBORO, WHICH WAS PASSABLE IN 1946 TO A POINT 400 FEET
 QF0355'N OF THE STATION, AND ABOUT 800 FEET S OF THE FOUNDATION OF THE OLD
 QF0355'HOUSE ON THE HOLBROOK FARM.
 QF0355'
 QF0355'STATION MARK IS A C AND GS BRONZE STATION DISK SET IN A DRILL HOLE
 QF0355'IN THE ROCK.
 QF0355
 QF0355                          STATION RECOVERY (1946)
 QF0355
 QF0355'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (NWS)
 QF0355'STATION IS IN THE OLD ORCHARD OF THE HOLBROOK FARM, ON THE HILL
 QF0355'ON THE W SIDE OF THE ST. CROIX RIVER, ABOUT 3-1/4 MILES BELOW
 QF0355'VANCEBORO, ALMOST DIRECTLY W OF THE UPPER POINT OF THE LARGE ISLAND
 QF0355'IN THE RIVER BELOW THE FOOT OF THE MILE RIPS.  THE STATION IS ON
 QF0355'A PYRAMIDAL GRANITE ROCK WITH A TRIANGLE CUT IN IT, THE HIGHEST
 QF0355'OF A NUMBER ON THE HILL, ABOUT 75 FEET N OF THE OLD STONE WALL, 100
 QF0355'FEET W OF THE OLD ROAD LEADING TO VANCEBORO, WHICH WAS PASSABLE IN
 QF0355'1946 TO A POINT 400 FEET N OF THE STATION, AND ABOUT 800 FEET S
 QF0355'OF THE FOUNDATION OF THE OLD HOUSE ON THE HOLBROOK FARM.
 QF0355'
 QF0355'STATION MARK IS A C. AND G.S. BRONZE STATION DISK SET IN A DRILL
 QF0355'HOLE IN THE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1831 ***********************************************************************
 OC1831  DESIGNATION -  ELECTRIC USE
 OC1831  PID         -  OC1831
 OC1831  STATE/COUNTY-  ME/CUMBERLAND
 OC1831  USGS QUAD   -  PORTLAND WEST (1978)
 OC1831
 OC1831                         *CURRENT SURVEY CONTROL
 OC1831  ___________________________________________________________________
 OC1831* NAD 83(1996)-  43 38 43.93557(N)    070 15 31.04655(W)     ADJUSTED  
 OC1831* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 OC1831  ___________________________________________________________________
 OC1831  LAPLACE CORR-           3.57  (seconds)                    DEFLEC99
 OC1831  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 OC1831
 OC1831  HORZ ORDER  -  THIRD
 OC1831
 OC1831.The horizontal coordinates were established by classical geodetic methods
 OC1831.and adjusted by the National Geodetic Survey in March 1998..
 OC1831
 OC1831.The orthometric height was scaled from a topographic map.
 OC1831
 OC1831.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1831
 OC1831.The geoid height was determined by GEOID03.
 OC1831
 OC1831;                    North         East     Units Scale Factor Converg.
 OC1831;SPC ME W     -    90,234.893   892,580.928   MT  0.99996734   -0 03 48.5
 OC1831;UTM  19      - 4,833,274.293   398,491.721   MT  0.99972674   -0 52 07.6
 OC1831
 OC1831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1831!SPC ME W     -   1.00000319  x   0.99996734  =   0.99997053
 OC1831!UTM  19      -   1.00000319  x   0.99972674  =   0.99972993
 OC1831
 OC1831:                Primary Azimuth Mark                     Grid Az
 OC1831:SPC ME W     -  BROWNS WHARF USE                         040 37 34.0
 OC1831:UTM  19      -  BROWNS WHARF USE                         041 25 53.1
 OC1831
 OC1831|---------------------------------------------------------------------|
 OC1831| PID    Reference Object                     Distance      Geod. Az  |
 OC1831|                                                           dddmmss.s |
 OC1831| OC1835 BROWNS WHARF USE                    APPROX. 0.8 KM 0403345.5 |
 OC1831|---------------------------------------------------------------------|
 OC1831
 OC1831                          SUPERSEDED SURVEY CONTROL
 OC1831
 OC1831  NAD 83(1992)-  43 38 43.93394(N)    070 15 31.04774(W) AD(       ) 3
 OC1831  NAD 83(1986)-  43 38 43.94000(N)    070 15 31.05327(W) AD(       ) 3
 OC1831  NAD 27      -  43 38 43.67000(N)    070 15 32.90000(W) AD(       ) 3
 OC1831
 OC1831.Superseded values are not recommended for survey control.
 OC1831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1831.See file dsdata.txt to determine how the superseded data were derived.
 OC1831
 OC1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9849233274(NAD 83)
 OC1831
 OC1831  HISTORY     - Date     Condition        Report By
 OC1831  HISTORY     - UNK      MONUMENTED
 OC1831  HISTORY     - 1918     SEE DESCRIPTION  USE
 OC1831
 OC1831                          STATION DESCRIPTION
 OC1831
 OC1831'DESCRIBED BY US ENGINEERS 1918
 OC1831'STATION IS GONE, NEW BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1632 ***********************************************************************
 OC1632  DESIGNATION -  ELEVATOR 1
 OC1632  PID         -  OC1632
 OC1632  STATE/COUNTY-  ME/CUMBERLAND
 OC1632  USGS QUAD   -  PORTLAND EAST (1975)
 OC1632
 OC1632                         *CURRENT SURVEY CONTROL
 OC1632  ___________________________________________________________________
 OC1632* NAD 83(1996)-  43 39 34.16590(N)    070 14 49.86567(W)     ADJUSTED  
 OC1632* NAVD 88     -                                                        
 OC1632  ___________________________________________________________________
 OC1632  LAPLACE CORR-           3.57  (seconds)                    DEFLEC99
 OC1632  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 OC1632
 OC1632  HORZ ORDER  -  THIRD
 OC1632
 OC1632.The horizontal coordinates were established by classical geodetic methods
 OC1632.and adjusted by the National Geodetic Survey in March 1998..
 OC1632
 OC1632
 OC1632.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1632
 OC1632.The geoid height was determined by GEOID03.
 OC1632
 OC1632;                    North         East     Units Scale Factor Converg.
 OC1632;SPC ME W     -    91,784.123   893,505.335   MT  0.99996719   -0 03 20.1
 OC1632;UTM  19      - 4,834,810.004   399,437.584   MT  0.99972439   -0 51 39.9
 OC1632
 OC1632                          SUPERSEDED SURVEY CONTROL
 OC1632
 OC1632  NAD 83(1992)-  43 39 34.16433(N)    070 14 49.86670(W) AD(       ) 4
 OC1632  NAD 83(1986)-  43 39 34.17035(N)    070 14 49.87226(W) AD(       ) 4
 OC1632  NAD 27      -  43 39 33.89000(N)    070 14 51.74000(W) AD(       ) 3
 OC1632
 OC1632.Superseded values are not recommended for survey control.
 OC1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1632.See file dsdata.txt to determine how the superseded data were derived.
 OC1632
 OC1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9943834810(NAD 83)
 OC1632
 OC1632  HISTORY     - Date     Condition        Report By
 OC1632  HISTORY     - UNK      MONUMENTED
 OC1632  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1632  HISTORY     - 1941     SEE DESCRIPTION  CGS
 OC1632
 OC1632                          STATION DESCRIPTION
 OC1632
 OC1632'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1632'STATION RECOVERED.  THIS IS THE GRAND TRUNK RAILWAY ELEVATOR NO. 1.
 OC1632
 OC1632                          STATION RECOVERY (1941)
 OC1632
 OC1632'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FLP)
 OC1632'THIS IS APPARENTLY THE FLAGPOLE ON THE ELEVATOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1636 ***********************************************************************
 OC1636  DESIGNATION -  ELEVATOR 2
 OC1636  PID         -  OC1636
 OC1636  STATE/COUNTY-  ME/CUMBERLAND
 OC1636  USGS QUAD   -  PORTLAND EAST (1975)
 OC1636
 OC1636                         *CURRENT SURVEY CONTROL
 OC1636  ___________________________________________________________________
 OC1636* NAD 83(1996)-  43 39 40.10679(N)    070 14 44.43338(W)     ADJUSTED  
 OC1636* NAVD 88     -                                                        
 OC1636  ___________________________________________________________________
 OC1636  LAPLACE CORR-           3.57  (seconds)                    DEFLEC99
 OC1636  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 OC1636
 OC1636  HORZ ORDER  -  THIRD
 OC1636
 OC1636.The horizontal coordinates were established by classical geodetic methods
 OC1636.and adjusted by the National Geodetic Survey in March 1998..
 OC1636
 OC1636
 OC1636.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1636
 OC1636.The geoid height was determined by GEOID03.
 OC1636
 OC1636;                    North         East     Units Scale Factor Converg.
 OC1636;SPC ME W     -    91,967.352   893,627.224   MT  0.99996717   -0 03 16.4
 OC1636;UTM  19      - 4,834,991.457   399,562.007   MT  0.99972408   -0 51 36.3
 OC1636
 OC1636                          SUPERSEDED SURVEY CONTROL
 OC1636
 OC1636  NAD 83(1992)-  43 39 40.10523(N)    070 14 44.43439(W) AD(       ) 4
 OC1636  NAD 83(1986)-  43 39 40.11124(N)    070 14 44.43996(W) AD(       ) 4
 OC1636  NAD 27      -  43 39 39.83400(N)    070 14 46.29200(W) AD(       ) 3
 OC1636
 OC1636.Superseded values are not recommended for survey control.
 OC1636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1636.See file dsdata.txt to determine how the superseded data were derived.
 OC1636
 OC1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9956234991(NAD 83)
 OC1636
 OC1636  HISTORY     - Date     Condition        Report By
 OC1636  HISTORY     - UNK      MONUMENTED
 OC1636  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1636  HISTORY     - 1941     SEE DESCRIPTION  CGS
 OC1636
 OC1636                          STATION DESCRIPTION
 OC1636
 OC1636'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1636'STATION RECOVERED.  THIS IS THE GRAND TRUNK RAILWAY, ELEVATOR NO. 2.
 OC1636
 OC1636                          STATION RECOVERY (1941)
 OC1636
 OC1636'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FLP)
 OC1636'STATION RECOVERED AS DESCRIBED IN 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2776 ***********************************************************************
 OC2776  SACS        -  This is a Secondary Airport Control Station.
 OC2776  DESIGNATION -  ELIOT
 OC2776  PID         -  OC2776
 OC2776  STATE/COUNTY-  ME/YORK
 OC2776  USGS QUAD   -  DOVER EAST (1988)
 OC2776
 OC2776                         *CURRENT SURVEY CONTROL
 OC2776  ___________________________________________________________________
 OC2776* NAD 83(1996)-  43 08 31.46524(N)    070 46 11.26936(W)     ADJUSTED  
 OC2776* NAVD 88     -        33.10   (meters)     108.6    (feet)  GPS OBS   
 OC2776  ___________________________________________________________________
 OC2776  X           -   1,535,226.646 (meters)                     COMP
 OC2776  Y           -  -4,401,098.996 (meters)                     COMP
 OC2776  Z           -   4,339,036.190 (meters)                     COMP
 OC2776  LAPLACE CORR-           3.85  (seconds)                    DEFLEC99
 OC2776  ELLIP HEIGHT-           6.48  (meters)          (12/21/01) GPS OBS
 OC2776  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 OC2776
 OC2776  HORZ ORDER  -  B
 OC2776  ELLP ORDER  -  SECOND    CLASS I
 OC2776
 OC2776.This mark is at Littlebrook Air Park  (3B4)
 OC2776
 OC2776.The horizontal coordinates were established by GPS observations
 OC2776.and adjusted by the National Geodetic Survey in July 1997..
 OC2776
 OC2776.The orthometric height was determined by GPS observations and a
 OC2776.high-resolution geoid model.
 OC2776
 OC2776.GPS derived orthometric heights for airport stations designated as
 OC2776.PACS or SACS are published to 2 decimal places.  This maintains
 OC2776.centimeter relative accuracy between the PACS and SACS.  It does
 OC2776.not indicate centimeter accuracy relative to other marks which are
 OC2776.part of the NAVD 88 network.
 OC2776
 OC2776.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OC2776
 OC2776.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2776
 OC2776.The ellipsoidal height was determined by GPS observations
 OC2776.and is referenced to NAD 83.
 OC2776
 OC2776.The geoid height was determined by GEOID03.
 OC2776
 OC2776;                    North         East     Units Scale Factor Converg.
 OC2776;SPC ME W     -    34,474.185   850,935.203   MT  0.99999627   -0 24 44.8
 OC2776;SPC NH       -    71,715.605   372,960.662   MT  1.00003213   +0 36 47.9
 OC2776;SPC NH       -   235,286.95  1,223,621.77   sFT  1.00003213   +0 36 47.9
 OC2776;UTM  19      - 4,778,112.248   356,078.043   MT  0.99985481   -1 12 37.5
 OC2776
 OC2776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2776!SPC ME W     -   0.99999898  x   0.99999627  =   0.99999525
 OC2776!SPC NH       -   0.99999898  x   1.00003213  =   1.00003111
 OC2776!UTM  19      -   0.99999898  x   0.99985481  =   0.99985379
 OC2776
 OC2776|---------------------------------------------------------------------|
 OC2776| PID    Reference Object                     Distance      Geod. Az  |
 OC2776|                                                           dddmmss.s |
 OC2776| OC2793 ELIOT AZ MK                         310.363 METERS 28957     |
 OC2776|---------------------------------------------------------------------|
 OC2776
 OC2776                          SUPERSEDED SURVEY CONTROL
 OC2776
 OC2776  ELLIP H (07/24/97)    6.45   (m)                       GP(       ) 2 1
 OC2776  NAD 83(1992)-  43 08 31.46551(N)    070 46 11.26811(W) AD(1995.00) 1
 OC2776  ELLIP H (04/19/96)    6.46   (m)                       GP(1995.00) 3 1
 OC2776  NAD 83(1992)-  43 08 31.46359(N)    070 46 11.26839(W) AD(       ) B
 OC2776  ELLIP H (04/16/93)    6.38   (m)                       GP(       ) 4 1
 OC2776  NAD 83(1986)-  43 08 31.47242(N)    070 46 11.27107(W) AD(       ) 1
 OC2776  NAD 27      -  43 08 31.15602(N)    070 46 13.07560(W) AD(       ) 1
 OC2776  NGVD 29 (11/20/87)   33.5    (m)          110.     (f) GPS OBS        
 OC2776
 OC2776.Superseded values are not recommended for survey control.
 OC2776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2776.See file dsdata.txt to determine how the superseded data were derived.
 OC2776
 OC2776_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH5607878112(NAD 83)
 OC2776_MARKER: DH = HORIZONTAL CONTROL DISK
 OC2776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC2776_SP_SET: CONCRETE POST
 OC2776_STAMPING: ELIOT 1985
 OC2776_MARK LOGO: NGS   
 OC2776_MAGNETIC: N = NO MAGNETIC MATERIAL
 OC2776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC2776+STABILITY: SURFACE MOTION
 OC2776_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OC2776+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2000
 OC2776
 OC2776  HISTORY     - Date     Condition        Report By
 OC2776  HISTORY     - 1985     MONUMENTED       NGS
 OC2776  HISTORY     - 1985     GOOD             NGS
 OC2776  HISTORY     - 19860929 GOOD
 OC2776  HISTORY     - 19920511 GOOD             NGS
 OC2776  HISTORY     - 19951024 GOOD             NGS
 OC2776  HISTORY     - 19960610 GOOD             CHANCE
 OC2776  HISTORY     - 19960723 GOOD             NGS
 OC2776  HISTORY     - 20000428 GOOD             NGS
 OC2776
 OC2776                          STATION DESCRIPTION
 OC2776
 OC2776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (MRM)
 OC2776'THE STATION IS LOCATED ABOUT 11.3 KM (7 MI) SOUTH-SOUTHEAST OF SOUTH
 OC2776'BERWICK,
 OC2776'6.4 KM (4 MI) NORTHWEST OF KITTERY,
 OC2776'1.0 KM (0.6 MI) NORTHEAST OF STATE HIGHWAY 236, AT THE
 OC2776'ELIOT/LITTLEBROOK AIRPARK, ALONG THE RUNWAY.
 OC2776'OWNERSHIP--JACK HARDY, LITTLEBROOK LANE, ELIOT ME 03903, PHONE
 OC2776'207-439-4922.
 OC2776'
 OC2776'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 236 AND
 OC2776'DEPOT ROAD IN THE ELIOT COMMUNITY (BETWEEN KITTERY AND SOUTH
 OC2776'BERWICK), AT MARSHALL HIGH SCHOOL, GO SOUTHEAST FOR
 OC2776'3.2 KM (2.0 MI) ON HIGHWAY 236 TO A CROSSROAD.
 OC2776'TURN LEFT AND GO NORTHEAST FOR 0.8 KM (0.5 MI) ON BEECH ROAD TO A
 OC2776'PAVED ROAD LEFT.
 OC2776'TURN LEFT AND GO NORTHWEST FOR 0.8 KM (0.5 MI) ON THE PAVED ROAD TO
 OC2776'A CROSS LANE.  TURN LEFT AND GO NORTHWEST FOR 0.2 KM (0.1 MI),
 OC2776'PASSING BEHIND THE TERMINAL BUILDING AND RESTAURANT, TO A SMALL
 OC2776'PARKING LOT.  BEAR RIGHT, CROSSING PARKING LOT AND TARMAC, FOR 0.1
 OC2776'KM (0.05 MI) TO THE STATION, AT THE JUNCTION OF THE RUNWAY AND RAMP.
 OC2776'
 OC2776'THE STATION IS A STANDARD NGS DISK
 OC2776'STAMPED---ELIOT 1985---,
 OC2776'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 OC2776'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 OC2776'41.8 METERS (137.0 FT) EAST FROM A GAS PUMP,
 OC2776'8.5 METERS (27.9 FT) SOUTHWEST FROM THE APPROXIMATE CENTER OF
 OC2776'RUNWAY,
 OC2776'4.0 METERS (13.1 FT) NORTHEAST FROM A RUNWAY LIGHT,
 OC2776'2.2 METERS (7.2 FT) SOUTHWEST FROM THE RUNWAY EDGE AND
 OC2776'1.8 METERS (5.9 FT) SOUTHEAST FROM THE TARMAC EDGE.
 OC2776'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 OC2776'STAMPED---ELIOT 1985---,
 OC2776'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 OC2776'
 OC2776'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK
 OC2776'STAMPED---ELIOT 1985---,
 OC2776'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 OC2776'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 OC2776'55.4 METERS (181.8 FT) EAST-NORTHEAST FROM THE APPROXIMATE CENTER
 OC2776'OF THE PAVED ROAD AT A POINT WHERE IT TURNS TO GRAVEL,
 OC2776'23.7 METERS (77.8 FT) NORTHEAST FROM THE NORTH CORNER OF A SQUARE
 OC2776'CONCRETE PARKING PAD 4 METERS ON SIDE,
 OC2776'9.2 METERS (30.2 FT) SOUTHWEST FROM THE APPROXIMATE CENTER OF
 OC2776'RUNWAY,
 OC2776'3.0 METERS (9.8 FT) SOUTHWEST FROM THE RUNWAY EDGE AND
 OC2776'3.4 METERS (11.2 FT) NORTHEAST FROM A RUNWAY LIGHT.
 OC2776'TO REACH THE AZIMUTH FROM THE PARKING LOT, BEAR LEFT AND
 OC2776'GO NORTHWEST FOR 0.2 KM (0.15 MI) ON A PAVED LANE TO THE LAST PLANE
 OC2776'PARKING PAD ON THE RIGHT AND THE MARK, BETWEEN PAD AND RUNWAY.
 OC2776'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 OC2776'STAMPED---ELIOT 1985---,
 OC2776'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 OC2776'
 OC2776'NO REFERENCE MARKS WERE SET AT THIS TIME.
 OC2776'
 OC2776'FAA AIRPORT SITES, MAINE, OCTOBER-NOVEMBER 1985.
 OC2776'
 OC2776'THIS STATION SUITABLE FOR GPS SURVEYS.
 OC2776'
 OC2776'DESCRIBED BY G.R. HEID.
 OC2776
 OC2776                          STATION RECOVERY (1985)
 OC2776
 OC2776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OC2776'RECOVERED IN GOOD CONDITION.
 OC2776
 OC2776                          STATION RECOVERY (1986)
 OC2776
 OC2776'RECOVERED 1986
 OC2776'RECOVERED IN GOOD CONDITION.
 OC2776
 OC2776                          STATION RECOVERY (1992)
 OC2776
 OC2776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OC2776'THE 1985 ORIGINAL DESCRIPTION IS ADEQUATE.  A COPY WITH A FEW MINOR
 OC2776'CHANGES FOLLOWS.
 OC2776'STATION IS LOCATED IN ELIOT , 11.3 KM (7.00 MI) SOUTH-SOUTHEAST OF
 OC2776'SOUTH BERWICK, 6.4 KM (3.95 MI) NORTHWEST OF KITTERY, 1 KM (0.60 MI)
 OC2776'NORTHEAST OF STATE ROUTE 236, AT THE ELIOT-LITTLEBROOK AIRPARK.
 OC2776'OWNERSHIP--JACK HARDY, LITTLEBROOK LANE, ELIOT ME 03903, PHONE
 OC2776'207-439-4922.
 OC2776'TO REACH THE STATION FROM INTERSTATE HIGHWAY 95, STATE ROUTE 236
 OC2776'INTERCHANGE, EXIT 2, GO NORTHERLY ALONG STATE ROUTE 236 FOR 3.6 KM
 OC2776'(2.25 MI) TO THE JUNCTION OF BEECH ROAD (ABOUT 3.2 KM (2.00 MI)
 OC2776'SOUTHEAST OF MARSHWOOD HIGH SCHOOL).  TURN RIGHT, NORTHEAST ON BEECH
 OC2776'ROAD FOR 0.8 KM (0.50 MI) TO A PAVED ROAD LEFT.  TURN LEFT AND GO
 OC2776'NORTHWEST ALONG PAVED ROAD FOR 0.8 KM (0.50 MI) TO A CROSSROAD.  TURN
 OC2776'LEFT AND GO NORTHWEST 0.16 KM (0.10 MI) BEHIND THE TERMINAL AND
 OC2776'RESTAURANT BUILDING TO A SMALL PARKING LOT.  BEAR RIGHT ACROSS THE
 OC2776'PARKING LOT AND TARMAC FOR ABOUT 0.16 KM (0.10 MI) TO THE STATION, AT
 OC2776'THE JUNCTION OF THE RUNWAY AND THE RAMP.
 OC2776'STATION IS 41.8 M (137.1 FT) EAST OF A GAS PUMP, 8.5 M (27.9 FT)
 OC2776'SOUTHWEST OF THE CENTER OF THE RUNWAY, 4 M (13.1 FT) NORTHEAST OF A
 OC2776'RUNWAY LIGHT IN NEED OF REPAIR, 2.2 M (7.2 FT) SOUTHWEST OF THE
 OC2776'RUNWAY EDGE, 1.8 M (5.9 FT) SOUTHEAST OF THE TARMAC EDGE, FLUSH WITH
 OC2776'THE GROUND SURFACE.
 OC2776
 OC2776                          STATION RECOVERY (1995)
 OC2776
 OC2776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (ALG)
 OC2776'RECOVERED AS DESCRIBED.
 OC2776
 OC2776                          STATION RECOVERY (1996)
 OC2776
 OC2776'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (DS)
 OC2776'RECOVERED AS DESCRIBED WITH THE FOLLOWING INFORMATION-  THE STATION IS
 OC2776'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION (SACS) - MAINE ANA
 OC2776'SURVEYS 1995.
 OC2776
 OC2776                          STATION RECOVERY (1996)
 OC2776
 OC2776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (WCW)
 OC2776'RECOVERY NOTE BY NGS 1996.  RECOVERED IN GOOD CONDITION.  THE 1985
 OC2776'ORIGINAL DESCRIPTION WITH 1995 RECOVERY DESCRIPTION UPDATE IS
 OC2776'ADEQUATE.
 OC2776
 OC2776                          STATION RECOVERY (2000)
 OC2776
 OC2776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 OC2776'RECOVERED AS DESCRIBED.  NOTE--CAUTION SHOULD BE USED WHEN THE STATION
 OC2776'IS OCCUPIED AS IT IS NOW LOCATED 0.76 M (2.49 FT) SOUTHWEST OF THE
 OC2776'EDGE OF THE RUNWAY.  THE AIRPORT MANAGER IS MR. WARREN HARMOND, PHONE
 OC2776'207-439-4922.  HE REQUESTED TO USE ANOTHER STATION ON THE AIRFIELD, IF
 OC2776'POSSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2793 ***********************************************************************
 OC2793  DESIGNATION -  ELIOT AZ MK
 OC2793  PID         -  OC2793
 OC2793  STATE/COUNTY-  ME/YORK
 OC2793  USGS QUAD   -  DOVER EAST (1988)
 OC2793
 OC2793                         *CURRENT SURVEY CONTROL
 OC2793  ___________________________________________________________________
 OC2793* NAD 83(1996)-  43 08 34.89773(N)    070 46 24.17887(W)     ADJUSTED  
 OC2793* NAVD 88     -        36.7    (meters)     120.     (feet)  GPS OBS   
 OC2793  ___________________________________________________________________
 OC2793  X           -   1,534,928.170 (meters)                     COMP
 OC2793  Y           -  -4,401,129.063 (meters)                     COMP
 OC2793  Z           -   4,339,115.846 (meters)                     COMP
 OC2793  LAPLACE CORR-           3.87  (seconds)                    DEFLEC99
 OC2793  ELLIP HEIGHT-           9.94  (meters)          (02/22/02) GPS OBS
 OC2793  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 OC2793
 OC2793  HORZ ORDER  -  THIRD
 OC2793  ELLP ORDER  -  FIFTH     CLASS I
 OC2793
 OC2793.This mark is at Littlebrook Air Park  (3B4)
 OC2793
 OC2793.The horizontal coordinates were established by GPS observations
 OC2793.and adjusted by the National Geodetic Survey in February 2002..
 OC2793
 OC2793.The orthometric height was determined by GPS observations and a
 OC2793.high-resolution geoid model.
 OC2793
 OC2793.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OC2793
 OC2793.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2793
 OC2793.The ellipsoidal height was determined by GPS observations
 OC2793.and is referenced to NAD 83.
 OC2793
 OC2793.The geoid height was determined by GEOID03.
 OC2793
 OC2793;                    North         East     Units Scale Factor Converg.
 OC2793;SPC ME W     -    34,582.214   850,644.250   MT  0.99999662   -0 24 53.6
 OC2793;SPC NH       -    71,818.412   372,667.810   MT  1.00003160   +0 36 39.1
 OC2793;SPC NH       -   235,624.24  1,222,660.97   sFT  1.00003160   +0 36 39.1
 OC2793;UTM  19      - 4,778,224.303   355,788.663   MT  0.99985584   -1 12 46.4
 OC2793
 OC2793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2793!SPC ME W     -   0.99999844  x   0.99999662  =   0.99999506
 OC2793!SPC NH       -   0.99999844  x   1.00003160  =   1.00003004
 OC2793!UTM  19      -   0.99999844  x   0.99985584  =   0.99985428
 OC2793
 OC2793|---------------------------------------------------------------------|
 OC2793| PID    Reference Object                     Distance      Geod. Az  |
 OC2793|                                                           dddmmss.s |
 OC2793| OC2776 ELIOT                               310.363 METERS 10957     |
 OC2793|---------------------------------------------------------------------|
 OC2793
 OC2793                          SUPERSEDED SURVEY CONTROL
 OC2793
 OC2793  ELLIP H (01/09/02)   10.00   (m)                       GP(       ) 5 1
 OC2793  NAD 83(1996)-  43 08 34.89799(N)    070 46 24.17763(W) AD(       ) 3
 OC2793  ELLIP H (09/29/97)    9.93   (m)                       GP(       ) 4 2
 OC2793  NAD 83(1992)-  43 08 34.89606(N)    070 46 24.17832(W) AD(       ) 3
 OC2793  NAD 83(1992)-  43 08 34.89606(N)    070 46 24.17832(W) AD(       ) 3
 OC2793  ELLIP H (04/16/93)    9.86   (m)                       GP(       ) 4 2
 OC2793  NAD 83(1986)-  43 08 34.90575(N)    070 46 24.17851(W) AD(       ) 1
 OC2793  NAD 27      -  43 08 34.58950(N)    070 46 25.98004(W) AD(       ) 1
 OC2793  NGVD 29 (11/20/87)   37.1    (m)          122.     (f) GPS OBS        
 OC2793
 OC2793.Superseded values are not recommended for survey control.
 OC2793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2793.See file dsdata.txt to determine how the superseded data were derived.
 OC2793
 OC2793_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH5578978224(NAD 83)
 OC2793_MARKER: DZ = AZIMUTH MARK DISK
 OC2793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC2793_SP_SET: CONCRETE POST
 OC2793_STAMPING: ELIOT 1985
 OC2793_MARK LOGO: NGS   
 OC2793_MAGNETIC: N = NO MAGNETIC MATERIAL
 OC2793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC2793+STABILITY: SURFACE MOTION
 OC2793_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OC2793+SATELLITE: SATELLITE OBSERVATIONS - July 23, 1996
 OC2793
 OC2793  HISTORY     - Date     Condition        Report By
 OC2793  HISTORY     - 1985     MONUMENTED       NGS
 OC2793  HISTORY     - 1986     GOOD             NGS
 OC2793  HISTORY     - 19920511 GOOD             NGS
 OC2793  HISTORY     - 19951003 GOOD             CHANCE
 OC2793  HISTORY     - 19960723 GOOD             NGS
 OC2793
 OC2793                          STATION DESCRIPTION
 OC2793
 OC2793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (REP)
 OC2793'THE STATION IS LOCATED ABOUT 11.3 KM (7.0 MI)
 OC2793'SOUTH-SOUTHEAST OF SOUTH BERWICK, 6.4 KM (4.0 MI) NORTHWEST OF
 OC2793'KITTERY, 1.0 KM (0.6 MI) NORTHEAST OF STATE HIGHWAY 236 AND AT THE
 OC2793'ELIOT-LITTLEBROOK AIRPARK, ALONG SIDE OF THE SINGLE RUNWAY.
 OC2793'OWNERSHIP--JACK HARDY, LITTLE BROOK LANE, ELIOT ME 03903, PHONE
 OC2793'207-439-4922.
 OC2793'
 OC2793'TO REACH THE STATION FROM THE JNUCTION OF STATE HIGHWAY 236 AND
 OC2793'DEPOT ROAD IN THE ELIOT COMMUNITY BETWEEN KITTERY AND SOUTH
 OC2793'BERWICK, AT MARSHWOOD HIGHWAY SCHOOL.  GO SOUTHEAST ON HIGHWAY 236
 OC2793'FOR 3.2 KM (2.0 MI) TO A CROSSROAD, TURN LEFT AND GO NORTHEAST ON
 OC2793'BEECH ROAD FOR 0.8 KM (0.5 MI) TO A PAVED ROAD LEFT.  TURN LEFT AND
 OC2793'GO NORTHWEST ON THE PAVED ROAD FOR 0.8 KM (0.5 MI) TO A CROSS LANE.
 OC2793'TURN LEFT AND GO NORTHWEST, PASSING BEHIND TERMINAL BUILDING AND
 OC2793'RESTAURANT FOR 0.2 KM (0.1 MI) TO A SMALL PARKING LOT.  BEAR LEFT
 OC2793'AND GO NORTHWEST ON A PAVED LANE FOR 0.2 KM (0.15 MI) TO THE LAST
 OC2793'PLANE PARKING PAD ON THE RIGHT AND THE STATION BETWEEN THE PAD AND
 OC2793'RUNWAY.
 OC2793'
 OC2793'THE STATION IS A STANDARD NGS DISK
 OC2793'STAMPED---ELIOT 1985---,
 OC2793'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 OC2793'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 OC2793'55.4 METERS (181.8 FT) EAST-NORTHEAST FROM THE CENTER OF A PAVED
 OC2793'WHERE IT TURNS TO GRAVEL,
 OC2793'23.7 METERS (77.8 FT) NORTHEAST FROM THE NORTH CORNER OF A 4 METER
 OC2793'(13.1 FT) SQUARE CONCRETE PARKING PAD,
 OC2793'9.2 METERS (30.2 FT) SOUTHWEST FROM THE CENTER OF THE RUNWAY,
 OC2793'3.4 METERS (11.2 FT) NORTHEAST FROM A RUNWAY LIGHT AND
 OC2793'3.0 METERS (9.8 FT) SOUTHWEST FROM THE EDGE OF THE RUNWAY.
 OC2793'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 OC2793'STAMPED---ELIOT 1985---,
 OC2793'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 OC2793'
 OC2793'FAA AIRPORT SURVEYS, NEW ENGLAND, SEPTEMBER-OCTOBER 1986.
 OC2793'
 OC2793'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 OC2793'
 OC2793'DESCRIBED BY G.R. HEID.
 OC2793
 OC2793                          STATION RECOVERY (1986)
 OC2793
 OC2793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 OC2793'RECOVERED IN GOOD CONDITION.
 OC2793
 OC2793                          STATION RECOVERY (1992)
 OC2793
 OC2793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OC2793'THE 1985 ORIGINAL DESCRIPTION IS ADEQUATE.  A COPY WITH A FEW MINOR
 OC2793'CHANGES FOLLOWS.
 OC2793'STATION IS LOCATED IN ELIOT, 11.3 KM (7.00 MI) SOUTH-SOUTHEAST OF
 OC2793'SOUTH BERWICK, 6.4 KM (3.95 MI) NORTHWEST OF KITTERY, 1 KM (0.60 MI)
 OC2793'NORTHEAST OF STATE ROUTE 236, AT THE ELIOT-LITTLEBROOK AIRPARK.
 OC2793'OWNERSHIP--JACK HARDY, LITTLEBROOK LANE, ELIOT ME 03903, PHONE
 OC2793'207-439-4922.
 OC2793'TO REACH THE STATION FROM INTERSTATE HIGHWAY 95, STATE ROUTE 236
 OC2793'INTERCHANGE, EXIT 3, GO NORTHERLY ALONG STATE ROUTE 236 FOR 3.6 KM
 OC2793'(2.25 MI) TO THE JUNCTION OF BEECH ROAD (ABOUT 3.2 KM (2.00 MI)
 OC2793'SOUTHEAST OF MARSHWOOD HIGH SCHOOL).  TURN RIGHT, NORTHEAST ON BEECH
 OC2793'ROAD FOR 0.8 KM (0.50 MI) TO A PAVED ROAD LEFT.  TURN LEFT AND GO
 OC2793'NORTHWEST ALONG PAVED ROAD FOR 0.8 KM (0.50 MI) TO A CROSSROAD. TURN
 OC2793'LEFT AND GO NORTHWEST 0.16 KM (0.10 MI) BEHIND THE TERMINAL AND
 OC2793'RESTAURANT BUILDING TO A SMALL PARKING LOT.  BEAR LEFT AND GO
 OC2793'NORTHWEST ALONG A DETERIORATING ASPHALT ROAD FOR 0.16 KM (0.10 MI) TO
 OC2793'THE LAST PLANE PARKING PAD AND THE STATION ON THE RIGHT BETWEEN THE
 OC2793'PAD AND THE RUNWAY.
 OC2793'STATION IS 251.4 M (824.8 FT) WEST OF THE WEST EDGE OF THE TARMAC,
 OC2793'55.4 M (181.8 FT) EAST-NORTHEAST OF THE CENTER OF THE ASPHALT ROAD
 OC2793'WHERE IT TURNS TO GRAVEL, 23.7 M (77.8 FT) NORTHEAST OF THE NORTH
 OC2793'CORNER OF A 4-METER SQUARE CONCRETE PLANE PARKING PAD, 3.4 M
 OC2793'(11.2 FT) NORTHEAST OF A RUNWAY LIGHT, 3 M (9.8 FT) SOUTHWEST OF THE
 OC2793'SOUTHWEST EDGE OF THE RUNWAY, AND ABOUT FLUSH WITH THE GROUND
 OC2793'SURFACE.
 OC2793
 OC2793                          STATION RECOVERY (1995)
 OC2793
 OC2793'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (DS)
 OC2793'RECOVERED AS DESCRIBED.
 OC2793
 OC2793                          STATION RECOVERY (1996)
 OC2793
 OC2793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (WCW)
 OC2793'RECOVERY NOTE BY NGS 1996.  RECOVERED IN GOOD CONDITION.  ORIGINAL
 OC2793'1986 DESCRIPTION WITH 1992 RECOVERY DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2434 ***********************************************************************
 OC2434  DESIGNATION -  ELIOT H SPINNEYS STORE S GABLE
 OC2434  PID         -  OC2434
 OC2434  STATE/COUNTY-  ME/YORK
 OC2434  USGS QUAD   -  PORTSMOUTH (1993)
 OC2434
 OC2434                         *CURRENT SURVEY CONTROL
 OC2434  ___________________________________________________________________
 OC2434* NAD 83(1996)-  43 05 48.03654(N)    070 46 03.83449(W)     ADJUSTED  
 OC2434* NAVD 88     -                                                        
 OC2434  ___________________________________________________________________
 OC2434  LAPLACE CORR-           3.39  (seconds)                    DEFLEC99
 OC2434  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 OC2434
 OC2434  HORZ ORDER  -  THIRD
 OC2434
 OC2434.The horizontal coordinates were established by classical geodetic methods
 OC2434.and adjusted by the National Geodetic Survey in March 1998..
 OC2434
 OC2434
 OC2434.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2434
 OC2434.The geoid height was determined by GEOID03.
 OC2434
 OC2434;                    North         East     Units Scale Factor Converg.
 OC2434;SPC ME W     -    29,429.760   851,067.048   MT  0.99999611   -0 24 38.4
 OC2434;SPC NH       -    66,674.165   373,182.759   MT  1.00003253   +0 36 51.1
 OC2434;SPC NH       -   218,746.82  1,224,350.44   sFT  1.00003253   +0 36 51.1
 OC2434;UTM  19      - 4,773,067.190   356,139.643   MT  0.99985460   -1 12 28.7
 OC2434
 OC2434                          SUPERSEDED SURVEY CONTROL
 OC2434
 OC2434  NAD 83(1992)-  43 05 48.03560(N)    070 46 03.83451(W) AD(       ) 4
 OC2434  NAD 83(1986)-  43 05 48.03940(N)    070 46 03.84005(W) AD(       ) 4
 OC2434  NAD 27      -  43 05 47.77000(N)    070 46 05.65000(W) AD(       ) 3
 OC2434
 OC2434.Superseded values are not recommended for survey control.
 OC2434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2434.See file dsdata.txt to determine how the superseded data were derived.
 OC2434
 OC2434_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH5614073067(NAD 83)
 OC2434
 OC2434  HISTORY     - Date     Condition        Report By
 OC2434  HISTORY     - UNK      MONUMENTED
 OC2434  HISTORY     - 1928     SEE DESCRIPTION  CGS
 OC2434
 OC2434                          STATION DESCRIPTION
 OC2434
 OC2434'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (GCM)
 OC2434'RECOVERED INTACT.  THE BUILDING HAS BEEN LENGTHENED 16 FEET
 OC2434'SOUTHERLY, SO THE PRESENT GABLE IS NOT THE ORIGINAL POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2476 ***********************************************************************
 OC2476  DESIGNATION -  ELIOT KITTERY WATER WORK SPIPE
 OC2476  PID         -  OC2476
 OC2476  STATE/COUNTY-  ME/YORK
 OC2476  USGS QUAD   -  PORTSMOUTH (1993)
 OC2476
 OC2476                         *CURRENT SURVEY CONTROL
 OC2476  ___________________________________________________________________
 OC2476* NAD 83(1996)-  43 07 07.18438(N)    070 46 38.81691(W)     ADJUSTED  
 OC2476* NAVD 88     -        40.     (meters)     131.     (feet)  SCALED    
 OC2476  ___________________________________________________________________
 OC2476  LAPLACE CORR-           3.63  (seconds)                    DEFLEC99
 OC2476  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 OC2476
 OC2476  HORZ ORDER  -  THIRD
 OC2476
 OC2476.The horizontal coordinates were established by classical geodetic methods
 OC2476.and adjusted by the National Geodetic Survey in March 1998..
 OC2476
 OC2476.The orthometric height was scaled from a topographic map.
 OC2476
 OC2476.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2476
 OC2476.The geoid height was determined by GEOID03.
 OC2476
 OC2476;                    North         East     Units Scale Factor Converg.
 OC2476;SPC ME W     -    31,877.881   850,293.746   MT  0.99999705   -0 25 02.9
 OC2476;SPC NH       -    69,108.145   372,365.755   MT  1.00003106   +0 36 28.1
 OC2476;SPC NH       -   226,732.31  1,221,669.98   sFT  1.00003106   +0 36 28.1
 OC2476;UTM  19      - 4,775,525.491   355,400.593   MT  0.99985722   -1 12 54.4
 OC2476
 OC2476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2476!SPC ME W     -   0.99999794  x   0.99999705  =   0.99999499
 OC2476!SPC NH       -   0.99999794  x   1.00003106  =   1.00002900
 OC2476!UTM  19      -   0.99999794  x   0.99985722  =   0.99985516
 OC2476
 OC2476                          SUPERSEDED SURVEY CONTROL
 OC2476
 OC2476  NAD 83(1992)-  43 07 07.18364(N)    070 46 38.81693(W) AD(       ) 4
 OC2476  NAD 83(1986)-  43 07 07.18502(N)    070 46 38.82656(W) AD(       ) 4
 OC2476  NAD 27      -  43 07 06.87007(N)    070 46 40.62671(W) AD(       ) 3
 OC2476
 OC2476.Superseded values are not recommended for survey control.
 OC2476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2476.See file dsdata.txt to determine how the superseded data were derived.
 OC2476
 OC2476_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH5540175525(NAD 83)
 OC2476_MARKER: 52 = STANDPIPE TANK
 OC2476
 OC2476  HISTORY     - Date     Condition        Report By
 OC2476  HISTORY     - 1943     FIRST OBSERVED   CGS
 OC2476  HISTORY     - 1964     GOOD             CGS
 OC2476  HISTORY     - 1975     GOOD             NGS
 OC2476
 OC2476                          STATION DESCRIPTION
 OC2476
 OC2476'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 OC2476'THE STATION IS THE STANDPIPE OF THE KITTERY WATER WORKS,
 OC2476'LOCATED ABOUT 3.0 MI. NW OF THE CENTER OF PORTSMOUTH, 1.0
 OC2476'MI. NE OF ELIOT, ON THE SUMMIT OF BOLT HILL, AND ON LAND
 OC2476'OWNED BY THE KITTERY WATER WORKS.  IT IS AN ALL STEEL STRUCTURE
 OC2476'40 FT. IN DIAMETER AND 50 FT. HIGH.  THE ENTIRE STRUCTURE IS
 OC2476'PAINTED ALUMINUM.  POINT OBSERVED UPON, THE CENTER OF THE
 OC2476'TOP OF THE STANDPIPE.  LOCATED TO STATION BOLT BY DISTANCE
 OC2476'AND DIRECTION.
 OC2476'
 OC2476'THIS IS AN INTERSECTION STATION.
 OC2476
 OC2476                          STATION RECOVERY (1964)
 OC2476
 OC2476'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FLJ)
 OC2476'RECOVERED AS DESCRIBED.
 OC2476
 OC2476                          STATION RECOVERY (1975)
 OC2476
 OC2476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 OC2476'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 OC2476'P.L.B. IN 1943 EXCEPT FOR THE FOLLOWING DISCREPANCY--THE TANK
 OC2476'IS NOW PAINTED GREEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1746 ***********************************************************************
 PE1746  DESIGNATION -  ELLSWORTH
 PE1746  PID         -  PE1746
 PE1746  STATE/COUNTY-  ME/HANCOCK
 PE1746  USGS QUAD   -  ELLSWORTH (1981)
 PE1746
 PE1746                         *CURRENT SURVEY CONTROL
 PE1746  ___________________________________________________________________
 PE1746* NAD 83(1996)-  44 32 21.82593(N)    068 26 34.62718(W)     ADJUSTED  
 PE1746* NAVD 88     -        62.4    (meters)     205.     (feet)  VERTCON   
 PE1746  ___________________________________________________________________
 PE1746  LAPLACE CORR-           6.19  (seconds)                    DEFLEC99
 PE1746  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 PE1746
 PE1746  HORZ ORDER  -  SECOND
 PE1746
 PE1746.The horizontal coordinates were established by classical geodetic methods
 PE1746.and adjusted by the National Geodetic Survey in March 1998..
 PE1746
 PE1746.The NAVD 88 height was computed by applying the VERTCON shift value to
 PE1746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PE1746
 PE1746.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1746
 PE1746.The geoid height was determined by GEOID03.
 PE1746
 PE1746;                    North         East     Units Scale Factor Converg.
 PE1746;SPC ME E     -    96,964.565   304,533.493   MT  0.99990025   +0 02 24.0
 PE1746;UTM  19      - 4,931,936.109   544,254.245   MT  0.99962408   +0 23 26.6
 PE1746
 PE1746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1746!SPC ME E     -   0.99999407  x   0.99990025  =   0.99989432
 PE1746!UTM  19      -   0.99999407  x   0.99962408  =   0.99961815
 PE1746
 PE1746:                Primary Azimuth Mark                     Grid Az
 PE1746:SPC ME E     -  ELLSWORTH STANDPIPE                      038 17 03.7
 PE1746:UTM  19      -  ELLSWORTH STANDPIPE                      037 56 01.1
 PE1746
 PE1746|---------------------------------------------------------------------|
 PE1746| PID    Reference Object                     Distance      Geod. Az  |
 PE1746|                                                           dddmmss.s |
 PE1746| PE1747 ELLSWORTH STANDPIPE                 APPROX. 2.2 KM 0381927.7 |
 PE1746| PE1721 MARTINS RIDGE ATT RELAY TWR         APPROX.24.4 KM 0615620.3 |
 PE1746| PE1737 MOTEL 1956                           29.596 METERS 09239     |
 PE1746| PE1745 ELLSWORTH ST HWY COMM RAD MAST      APPROX. 3.0 KM 1053906.1 |
 PE1746| CE7928 ELLSWORTH RM 1                       20.565 METERS 24914     |
 PE1746| CE7927 ELLSWORTH AZ MK                                    2633021.8 |
 PE1746|---------------------------------------------------------------------|
 PE1746
 PE1746                          SUPERSEDED SURVEY CONTROL
 PE1746
 PE1746  NAD 83(1992)-  44 32 21.80768(N)    068 26 34.61282(W) AD(       ) 2
 PE1746  NAD 83(1986)-  44 32 21.80653(N)    068 26 34.61531(W) AD(       ) 2
 PE1746  NAD 27      -  44 32 21.51435(N)    068 26 36.56872(W) AD(       ) 2
 PE1746  NGVD 29 (07/19/86)   62.6    (m)          205.     (f) VERT ANG       
 PE1746
 PE1746.Superseded values are not recommended for survey control.
 PE1746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1746.See file dsdata.txt to determine how the superseded data were derived.
 PE1746
 PE1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK4425431936(NAD 83)
 PE1746_MARKER: DS = TRIANGULATION STATION DISK
 PE1746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE1746+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2004
 PE1746
 PE1746  HISTORY     - Date     Condition        Report By
 PE1746  HISTORY     - 1960     MONUMENTED       CGS
 PE1746  HISTORY     - 20041208 GOOD             PATRIO
 PE1746
 PE1746                          STATION DESCRIPTION
 PE1746
 PE1746'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HRL)
 PE1746'STATION IS LOCATED 1.0 MILE SOUTHWEST OF THE POST OFFICE OF
 PE1746'ELLSWORTH, IN SMALL OPEN FIELD AT THE NORTH SIDE OF U.S. HIGHWAY
 PE1746'NO. 1.  IT IS 69.7 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY
 PE1746'NO. 1, 84.8 FEET WEST OF APPROXIMATE CENTER OF DRIVEWAY AND 109
 PE1746'FEET NORTHWEST OF POWERLINE POLE NO. 68 27.  STATION IS MARKED BY
 PE1746'A STANDARD TRIANGULATION DISK SET IN A 12X12 INCH CONCRETE
 PE1746'MONUMENT THAT IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 PE1746'ELLSWORTH 1960.
 PE1746'
 PE1746'TO REACH FROM THE POST OFFICE IN ELLSWORTH, GO SOUTHWEST ON
 PE1746'U.S. HIGHWAY NO. 1 FOR 1.0 MILE TO STATION ON THE RIGHT (NORTH
 PE1746'SIDE OF ROAD).  CONTINUE 0.15 MILE TO AZIMUTH MARK ON THE LEFT
 PE1746'(SOUTH SIDE OF ROAD).
 PE1746'
 PE1746'MOTEL 1956 IS A TRAVERSE STATION AND IS MARKED BY A STANDARD
 PE1746'TRAVERSE DISK SET IN DRILLHOLE IN ROCK THAT IS FLUSH AND THE
 PE1746'DISK IS STAMPED MOTEL 1956.  IT IS 12.2 FEET EAST OF CENTER OF
 PE1746'DRIVEWAY, 67.6 FEET NORTH OF CENTERLINE OF U.S. HIGHWAY NO. 1,
 PE1746'3.4 FEET SOUTHWEST OF A SMALL SPRUCE TREE AND 20.5 FEET NORTHWEST
 PE1746'OF A 3 INCH BIRCH TREE.
 PE1746'
 PE1746'A TRAVERSE CONNECTION WAS MADE FROM TRAVERSE STATION MOTEL 1956
 PE1746'TO TRIANGULATION STATION ELLSWORTH AND THE DISTANCE IS 97.10
 PE1746'FEET OR 29.596 METERS.
 PE1746'
 PE1746'REFERENCE MARK NO. 1 IS MARKED BY A STANDARD DISK SET IN A 12X12
 PE1746'INCH CONCRETE MONUMENT THAT PROJECTS 8 INCHES ABOVE THE SURFACE OF
 PE1746'THE GROUND AND THE DISK IS STAMPED ELLSWORTH NO 1 1960.  IT IS
 PE1746'43.8 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY NO. 1, 30.5
 PE1746'FEET EAST OF 6 INCH MAPLE TREE, 67.2 FEET NORTHWEST OF SPEED
 PE1746'LIMIT SIGN AND 59.2 FEET NORTHEAST OF POWERLINE POLE NO. 68 28.
 PE1746'
 PE1746'AZIMUTH MARK IS MARKED BY A STANDARD DISK CEMENTED FLUSH IN A
 PE1746'BOULDER THAT PROJECTS 24 INCHES ABOVE THE SURFACE OF THE GROUND
 PE1746'AND THE DISK IS STAMPED ELLSWORTH 1960.  IT IS 66.6 FEET SOUTH OF
 PE1746'THE CENTERLINE OF U.S. HIGHWAY NO. 1, 46.3 FEET WEST OF THE
 PE1746'SOUTH END OF SIGN BOARD (BROOKSIDE RESTAURANT AND MOTEL).  IT IS
 PE1746'26.8 FEET EAST OF CENTERLINE OF WOODS ROAD AND 4.8 FEET
 PE1746'NORTHEAST OF STEEL WITNESS POST WITH SIGN.
 PE1746'
 PE1746'HEIGHT OF LIGHT ABOVE STATION MARK 26.08 METERS.
 PE1746
 PE1746                          STATION RECOVERY (2004)
 PE1746
 PE1746'RECOVERY NOTE BY PATRIOT LAND SURVEYORS 2004 (JBC)
 PE1746'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2150 ***********************************************************************
 PE2150  DESIGNATION -  ELLSWORTH FAA MICROWAVE MAST
 PE2150  PID         -  PE2150
 PE2150  STATE/COUNTY-  ME/HANCOCK
 PE2150  USGS QUAD   -  BRANCH LAKE (1981)
 PE2150
 PE2150                         *CURRENT SURVEY CONTROL
 PE2150  ___________________________________________________________________
 PE2150* NAD 83(1996)-  44 32 44.70848(N)    068 30 43.18331(W)     ADJUSTED  
 PE2150* NAVD 88     -                                                        
 PE2150  ___________________________________________________________________
 PE2150  LAPLACE CORR-           6.01  (seconds)                    DEFLEC99
 PE2150  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 PE2150
 PE2150  HORZ ORDER  -  THIRD
 PE2150
 PE2150.The horizontal coordinates were established by classical geodetic methods
 PE2150.and adjusted by the National Geodetic Survey in March 1998..
 PE2150
 PE2150
 PE2150.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2150
 PE2150.The geoid height was determined by GEOID03.
 PE2150
 PE2150;                    North         East     Units Scale Factor Converg.
 PE2150;SPC ME E     -    97,669.308   299,046.856   MT  0.99990001   -0 00 30.3
 PE2150;UTM  19      - 4,932,607.066   538,764.927   MT  0.99961848   +0 20 32.4
 PE2150
 PE2150                          SUPERSEDED SURVEY CONTROL
 PE2150
 PE2150  NAD 83(1992)-  44 32 44.69016(N)    068 30 43.16267(W) AD(       ) 4
 PE2150  NAD 83(1986)-  44 32 44.68925(N)    068 30 43.16506(W) AD(       ) 4
 PE2150  NAD 27      -  44 32 44.40503(N)    068 30 45.07509(W) AD(       ) 3
 PE2150
 PE2150.Superseded values are not recommended for survey control.
 PE2150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2150.See file dsdata.txt to determine how the superseded data were derived.
 PE2150
 PE2150_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK3876532607(NAD 83)
 PE2150_MARKER: 44 = MICROWAVE MAST
 PE2150
 PE2150  HISTORY     - Date     Condition        Report By
 PE2150  HISTORY     - 1968     FIRST OBSERVED   CGS
 PE2150
 PE2150                          STATION DESCRIPTION
 PE2150
 PE2150'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (NCS)
 PE2150'THE F.A.A. AVIATION AID RADIO MAST ON DOLLARD HILL, 4.5 MILES
 PE2150'WEST OF ELLSWORTH AND ABOUT 500 FEET NORTH OF U.S. HIGHWAY
 PE2150'NO. 1.  A TRIANGULAR STEEL MAST ABOUT 200 FEET TALL, PAINTED
 PE2150'ALTERNATE BANDS OF RED AND WHITE, GUYED, WITH A DIRECTIONAL
 PE2150'REFLECTOR NEAR THE TOP AND A METAL RADIO SHACK AT THE BOTTOM.
 PE2150'
 PE2150'TO REACH FROM ELLSWORTH, GO WEST ON U.S. HIGHWAY 1 FOR 4.5
 PE2150'MILES TO A DIRT ROAD ON THE RIGHT, TURN RIGHT AND FOLLOW THE
 PE2150'ROAD NORTH FOR 0.1 MILE TO BASE OF MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1745 ***********************************************************************
 PE1745  DESIGNATION -  ELLSWORTH ST HWY COMM RAD MAST
 PE1745  PID         -  PE1745
 PE1745  STATE/COUNTY-  ME/HANCOCK
 PE1745  USGS QUAD   -  ELLSWORTH (1981)
 PE1745
 PE1745                         *CURRENT SURVEY CONTROL
 PE1745  ___________________________________________________________________
 PE1745* NAD 83(1996)-  44 31 55.49530(N)    068 24 23.34847(W)     ADJUSTED  
 PE1745* NAVD 88     -                                                        
 PE1745  ___________________________________________________________________
 PE1745  LAPLACE CORR-           6.02  (seconds)                    DEFLEC99
 PE1745  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 PE1745
 PE1745  HORZ ORDER  -  THIRD
 PE1745
 PE1745.The horizontal coordinates were established by classical geodetic methods
 PE1745.and adjusted by the National Geodetic Survey in March 1998..
 PE1745
 PE1745
 PE1745.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1745
 PE1745.The geoid height was determined by GEOID03.
 PE1745
 PE1745;                    North         East     Units Scale Factor Converg.
 PE1745;SPC ME E     -    96,154.559   307,432.330   MT  0.99990068   +0 03 56.1
 PE1745;UTM  19      - 4,931,144.077   547,157.187   MT  0.99962735   +0 24 58.5
 PE1745
 PE1745                          SUPERSEDED SURVEY CONTROL
 PE1745
 PE1745  NAD 83(1992)-  44 31 55.47816(N)    068 24 23.33765(W) AD(       ) 4
 PE1745  NAD 83(1986)-  44 31 55.47690(N)    068 24 23.34042(W) AD(       ) 4
 PE1745  NAD 27      -  44 31 55.18382(N)    068 24 25.28741(W) AD(       ) 3
 PE1745
 PE1745.Superseded values are not recommended for survey control.
 PE1745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1745.See file dsdata.txt to determine how the superseded data were derived.
 PE1745
 PE1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK4715731144(NAD 83)
 PE1745_MARKER: 42 = RADIO/TV MAST
 PE1745
 PE1745  HISTORY     - Date     Condition        Report By
 PE1745  HISTORY     - 1960     FIRST OBSERVED   CGS
 PE1745
 PE1745                          STATION DESCRIPTION
 PE1745
 PE1745'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1747 ***********************************************************************
 PE1747  DESIGNATION -  ELLSWORTH STANDPIPE
 PE1747  PID         -  PE1747
 PE1747  STATE/COUNTY-  ME/HANCOCK
 PE1747  USGS QUAD   -  ELLSWORTH (1981)
 PE1747
 PE1747                         *CURRENT SURVEY CONTROL
 PE1747  ___________________________________________________________________
 PE1747* NAD 83(1996)-  44 33 17.53951(N)    068 25 33.03150(W)     ADJUSTED  
 PE1747* NAVD 88     -                                                        
 PE1747  ___________________________________________________________________
 PE1747  LAPLACE CORR-           6.13  (seconds)                    DEFLEC99
 PE1747  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 PE1747
 PE1747  HORZ ORDER  -  THIRD
 PE1747
 PE1747.The horizontal coordinates were established by classical geodetic methods
 PE1747.and adjusted by the National Geodetic Survey in March 1998..
 PE1747
 PE1747
 PE1747.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1747
 PE1747.The geoid height was determined by GEOID03.
 PE1747
 PE1747;                    North         East     Units Scale Factor Converg.
 PE1747;SPC ME E     -    98,685.223   305,891.623   MT  0.99990043   +0 03 07.3
 PE1747;UTM  19      - 4,933,664.572   545,601.444   MT  0.99962557   +0 24 10.2
 PE1747
 PE1747                          SUPERSEDED SURVEY CONTROL
 PE1747
 PE1747  NAD 83(1992)-  44 33 17.52578(N)    068 25 33.01259(W) AD(       ) 4
 PE1747  NAD 83(1986)-  44 33 17.52441(N)    068 25 33.01518(W) AD(       ) 4
 PE1747  NAD 27      -  44 33 17.25380(N)    068 25 34.94799(W) AD(       ) 3
 PE1747
 PE1747.Superseded values are not recommended for survey control.
 PE1747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1747.See file dsdata.txt to determine how the superseded data were derived.
 PE1747
 PE1747_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK4560133665(NAD 83)
 PE1747_MARKER: 52 = STANDPIPE TANK
 PE1747
 PE1747  HISTORY     - Date     Condition        Report By
 PE1747  HISTORY     - 1960     FIRST OBSERVED   CGS
 PE1747
 PE1747                          STATION DESCRIPTION
 PE1747
 PE1747'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0777 ***********************************************************************
 RF0777  DESIGNATION -  ELM
 RF0777  PID         -  RF0777
 RF0777  STATE/COUNTY-  ME/SOMERSET
 RF0777  USGS QUAD   -  RUSSELL MOUNTAIN (1989)
 RF0777
 RF0777                         *CURRENT SURVEY CONTROL
 RF0777  ___________________________________________________________________
 RF0777* NAD 83(1996)-  46 01 12.39613(N)    069 45 18.55408(W)     ADJUSTED  
 RF0777* NAVD 88     -       407.87   (+/-2cm)    1338.2    (feet)  VERTCON   
 RF0777  ___________________________________________________________________
 RF0777  LAPLACE CORR-           5.14  (seconds)                    DEFLEC99
 RF0777  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 RF0777
 RF0777  HORZ ORDER  -  THIRD
 RF0777  VERT ORDER  -  THIRD ? (See Below)
 RF0777
 RF0777.The horizontal coordinates were established by classical geodetic methods
 RF0777.and adjusted by the National Geodetic Survey in March 1998..
 RF0777
 RF0777.The NAVD 88 height was computed by applying the VERTCON shift value to
 RF0777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RF0777.The vertical order pertains to the NGVD 29 superseded value.
 RF0777
 RF0777.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0777
 RF0777.The geoid height was determined by GEOID03.
 RF0777
 RF0777;                    North         East     Units Scale Factor Converg.
 RF0777;SPC ME W     -   354,187.027   931,864.514   MT  0.99997914   +0 17 46.0
 RF0777;UTM  19      - 5,096,559.048   441,547.930   MT  0.99964200   -0 32 36.3
 RF0777
 RF0777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0777!SPC ME W     -   0.99993999  x   0.99997914  =   0.99991913
 RF0777!UTM  19      -   0.99993999  x   0.99964200  =   0.99958201
 RF0777
 RF0777|---------------------------------------------------------------------|
 RF0777| PID    Reference Object                     Distance      Geod. Az  |
 RF0777|                                                           dddmmss.s |
 RF0777| DA5407 ELM RM 1                             28.593 METERS 20527     |
 RF0777| DA5408 ELM RM 2                             17.172 METERS 28117     |
 RF0777| RF0778 NULHEDUS LO                         APPROX. 9.0 KM 2812649.1 |
 RF0777|---------------------------------------------------------------------|
 RF0777
 RF0777                          SUPERSEDED SURVEY CONTROL
 RF0777
 RF0777  NAD 83(1992)-  46 01 12.39766(N)    069 45 18.54363(W) AD(       ) 3
 RF0777  NAD 83(1986)-  46 01 12.40338(N)    069 45 18.55935(W) AD(       ) 3
 RF0777  NAD 27      -  46 01 12.28300(N)    069 45 20.33900(W) AD(       ) 3
 RF0777  NGVD 29 (07/19/86)  408.03   (m)         1338.7    (f) LEVELING    3  
 RF0777
 RF0777.Superseded values are not recommended for survey control.
 RF0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0777.See file dsdata.txt to determine how the superseded data were derived.
 RF0777
 RF0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL4154896559(NAD 83)
 RF0777_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RF0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0777
 RF0777  HISTORY     - Date     Condition        Report By
 RF0777  HISTORY     - 1955     MONUMENTED       CGS
 RF0777  HISTORY     - 1976     SEE DESCRIPTION  NGS
 RF0777
 RF0777                          STATION DESCRIPTION
 RF0777
 RF0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 RF0777'THE STATION IS LOCATED AIRLINE, ABOUT 24 MILES NORTH OF ROCKWOOD
 RF0777'ALONG THE EAST SIDE OF A NORTH-SOUTH GRAVELED ROAD.
 RF0777'
 RF0777'THE STATION IS A STANDARD DISK STAMPED ELM 1955 SET IN TOP OF A
 RF0777'10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 4 INCHES
 RF0777'ABOVE THE GROUND.  IT IS 5.5 FEET EAST OF A WHITE WITNESS POST AND
 RF0777'26 FEET EAST OF THE CENTER LINE OF A GRAVELED ROAD.
 RF0777'
 RF0777'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED ELM NO 1
 RF0777'1955 SET IN A DRILL HOLE IN A LARGE BOULDER WHICH PROJECTS ABOUT
 RF0777'4 INCHES ABOVE THE GROUND AND IS ABOUT 4 FEET LOWER THAN THE
 RF0777'STATION.  IT IS 22 FEET WEST OF THE CENTER LINE OF A GRAVELED
 RF0777'ROAD.
 RF0777'
 RF0777'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED ELM NO 2
 RF0777'1955 SET IN A DRILL HOLE IN A LARGE BOULDER WHICH PROJECTS ABOUT
 RF0777'6 INCHES ABOVE THE GROUND AND IS ABOUT 4 FEET LOWER THAN THE
 RF0777'STATION.  IT IS 30 FEET WEST OF THE CENTER LINE OF A GRAVELED
 RF0777'ROAD.
 RF0777'
 RF0777'TO REACH THE STATION FROM THE POST OFFICE IN ROCKWOOD, GO NORTH
 RF0777'AND WEST ON STATE HIGHWAY 15 FOR 2.25 MILES.  TURN RIGHT, LEAVING
 RF0777'STATE HIGHWAY 15, CROSS OVER THE BRIDGE AND FOLLOW THE GRAVELED
 RF0777'ROAD NORTHERLY FOR 17.5 MILES.  TAKE THE RIGHT FORK AS PER SIGN
 RF0777'SEBOOMOOK 12 AND GO EASTERLY FOR 11.5 MILES.  TAKE THE LEFT FORK
 RF0777'AS PER SIGN N EAST CARRY 10 MILES AND GO NORTHERLY FOR 2.1
 RF0777'MILES.  TAKE THE LEFT FORK AND FOLLOW THE MAIN TRAVELED ROAD
 RF0777'WEST AND NORTHERLY AFTER PASSING OVER A LARGE DAM, FOR 8.0 MILES
 RF0777'TO A SMALL WOODEN BRIDGE.  CONTINUE NORTHERLY ON THE MAIN
 RF0777'TRAVELED ROAD FOR 1.75 MILES TO A WHITE WITNESS POST ON THE
 RF0777'RIGHT SIDE AND THE STATION.
 RF0777'
 RF0777'HEIGHT OF LIGHT ABOVE STATION MARK 22.29 METERS.
 RF0777
 RF0777                          STATION RECOVERY (1976)
 RF0777
 RF0777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CH)
 RF0777'U.S.G.S. REPORTED ELM DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0577 ***********************************************************************
 OB0577  DESIGNATION -  ELM
 OB0577  PID         -  OB0577
 OB0577  STATE/COUNTY-  ME/CUMBERLAND
 OB0577  USGS QUAD   -  ORRS ISLAND (1997)
 OB0577
 OB0577                         *CURRENT SURVEY CONTROL
 OB0577  ___________________________________________________________________
 OB0577* NAD 83(1996)-  43 45 20.68997(N)    069 55 57.57725(W)     ADJUSTED  
 OB0577* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 OB0577  ___________________________________________________________________
 OB0577  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 OB0577  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 OB0577
 OB0577  HORZ ORDER  -  THIRD
 OB0577
 OB0577.The horizontal coordinates were established by classical geodetic methods
 OB0577.and adjusted by the National Geodetic Survey in March 1998..
 OB0577
 OB0577.The orthometric height was scaled from a topographic map.
 OB0577
 OB0577.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0577
 OB0577.The geoid height was determined by GEOID03.
 OB0577
 OB0577;                    North         East     Units Scale Factor Converg.
 OB0577;SPC ME W     -   102,501.977   918,844.956   MT  0.99997103   +0 09 42.6
 OB0577;UTM  19      - 4,845,167.442   424,918.560   MT  0.99966934   -0 38 42.2
 OB0577
 OB0577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0577!SPC ME W     -   1.00000377  x   0.99997103  =   0.99997480
 OB0577!UTM  19      -   1.00000377  x   0.99966934  =   0.99967310
 OB0577
 OB0577|---------------------------------------------------------------------|
 OB0577| PID    Reference Object                     Distance      Geod. Az  |
 OB0577|                                                           dddmmss.s |
 OB0577| CE8135 ELM RM 1                              7.388 METERS 01646     |
 OB0577| OB0566 GOUDY LEDGE BEACON                  APPROX. 3.4 KM 0724051.1 |
 OB0577| CE8136 ELM RM 2                              9.283 METERS 10348     |
 OB0577| OB0484 BAILEY ISLAND WINDMILL              APPROX. 5.7 KM 2410202.1 |
 OB0577| OB0581 SEYMOUR 1933                        APPROX. 3.4 KM 2971434.1 |
 OB0577| OB0576 SEBASCODEGAN I CHIM W END HSE       APPROX. 2.3 KM 3511533.6 |
 OB0577|---------------------------------------------------------------------|
 OB0577
 OB0577                          SUPERSEDED SURVEY CONTROL
 OB0577
 OB0577  NAD 83(1992)-  43 45 20.68780(N)    069 55 57.57679(W) AD(       ) 3
 OB0577  NAD 83(1986)-  43 45 20.69358(N)    069 55 57.58218(W) AD(       ) 3
 OB0577  NAD 27      -  43 45 20.39100(N)    069 55 59.41600(W) AD(       ) 3
 OB0577
 OB0577.Superseded values are not recommended for survey control.
 OB0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0577.See file dsdata.txt to determine how the superseded data were derived.
 OB0577
 OB0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ2491945167(NAD 83)
 OB0577
 OB0577  HISTORY     - Date     Condition        Report By
 OB0577  HISTORY     - 1933     MONUMENTED       CGS
 OB0577  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0577
 OB0577                          STATION DESCRIPTION
 OB0577
 OB0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OB0577'STATION IS ON ELM ISLAND WHICH LIES SE OF MOUTH OF QUOHOG SOUND,
 OB0577'1-3/4 MILES N OF RAGGED ISLAND, AND 1-3/4 MILES SW OF YARMOUTH
 OB0577'ISLAND.
 OB0577'
 OB0577'STATION IS ON THE HIGHEST POINT AND ON THE EXTREME S END OF
 OB0577'THE ISLAND ON A SOLID ROCK KNOLL.  IT IS 16 METERS FROM A ROCK
 OB0577'BLUFF ON THE S SHORE LINE.  10 METERS FROM A SMALL BLUFF ON THE N
 OB0577'AND 9 METERS FROM A SMALLER KNOLL TO THE E.  THERE ARE 3 ANCHOR
 OB0577'BOLTS AROUND THE STATION MARK.  ONE 0.41 METER S, ANOTHER 0.42
 OB0577'METER NW AND A THIRD 0.41 METER NW.
 OB0577'
 OB0577'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 OB0577'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 OB0577'
 OB0577'REFERENCE MARK NO.1 IS N OF THE STATION, 3 METERS FROM THE
 OB0577'EDGE OF A SMALL BLUFF AND IN THE SAME LEDGE AS THE STATION.
 OB0577'
 OB0577'REFERENCE MARK NO.2 IS ON THE KNOLL JUST E OF THE STATION, AND
 OB0577'IS SEPARATED FROM THE STATION LEDGE BY A CREVICE 2 METERS DEEP.
 OB0577'
 OB0577'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.24 METERS.
 OB0577
 OB0577                          STATION RECOVERY (1942)
 OB0577
 OB0577'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OB0577'RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1107 ***********************************************************************
 PD1107  DESIGNATION -  EMMS ROCK BEACON
 PD1107  PID         -  PD1107
 PD1107  STATE/COUNTY-  ME/WASHINGTON
 PD1107  USGS QUAD   -  JONESPORT (1977)
 PD1107
 PD1107                         *CURRENT SURVEY CONTROL
 PD1107  ___________________________________________________________________
 PD1107* NAD 83(1996)-  44 31 44.26445(N)    067 33 57.02061(W)     ADJUSTED  
 PD1107* NAVD 88     -                                                        
 PD1107  ___________________________________________________________________
 PD1107  LAPLACE CORR-           3.78  (seconds)                    DEFLEC99
 PD1107  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 PD1107
 PD1107  HORZ ORDER  -  THIRD
 PD1107
 PD1107.The horizontal coordinates were established by classical geodetic methods
 PD1107.and adjusted by the National Geodetic Survey in March 1998..
 PD1107
 PD1107
 PD1107.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1107
 PD1107.The geoid height was determined by GEOID03.
 PD1107
 PD1107;                    North         East     Units Scale Factor Converg.
 PD1107;SPC ME E     -    96,228.161   374,249.256   MT  0.99996777   +0 39 18.5
 PD1107;UTM  19      - 4,931,626.519   613,956.327   MT  0.99975970   +1 00 21.0
 PD1107
 PD1107                          SUPERSEDED SURVEY CONTROL
 PD1107
 PD1107  NAD 83(1992)-  44 31 44.26007(N)    067 33 57.01956(W) AD(       ) 4
 PD1107  NAD 83(1986)-  44 31 44.25591(N)    067 33 57.02256(W) AD(       ) 4
 PD1107  NAD 27      -  44 31 43.97000(N)    067 33 59.05000(W) AD(       ) 3
 PD1107
 PD1107.Superseded values are not recommended for survey control.
 PD1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1107.See file dsdata.txt to determine how the superseded data were derived.
 PD1107
 PD1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK1395631627(NAD 83)
 PD1107
 PD1107  HISTORY     - Date     Condition        Report By
 PD1107  HISTORY     - UNK      MONUMENTED
 PD1107  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PD1107  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD1107  HISTORY     - 1959     SEE DESCRIPTION  CGS
 PD1107
 PD1107                          STATION DESCRIPTION
 PD1107
 PD1107'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PD1107'THIS BEACON HAS BEEN REMOVED.  THIS IS AN INTERSECTION STATION.
 PD1107
 PD1107                          STATION RECOVERY (1946)
 PD1107
 PD1107'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD1107'ORIGINAL DESCRIPTION WAS NOT FURNISHED.  THIS INTERSECTION STATION
 PD1107'WAS REPORTED AS REMOVED IN 1934.  HOWEVER, THE CONSENSUS OF
 PD1107'INFORMATION OBTAINED FROM LOCAL FISHERMEN IS THAT THE PRESENT
 PD1107'LIGHT IS ON THE ORIGINAL FOUNDATION.  CHECK CUTS WERE TAKEN WITH
 PD1107'A 7-INCH THEODOLITE FROM TWO MARKED STATIONS AND A CHECK POSITION
 PD1107'DETERMINED WHICH INDICATES WITH THE ACCURACY TO BE EXPECTED FROM
 PD1107'THE CUTS TAKEN, THAT THE PRESENT LIGHT STRUCTURE IS CENTERED
 PD1107'OVER THE ORIGINAL UNCHANGED FOUNDATION OF THE BEACON AS LOCATED
 PD1107'IN 1913.  THIS STATION NOW KNOWN AS EMMS ROCK LIGHT IS
 PD1107'SKELETON STEEL LIGHT STRUCTURE ON PYRAMID FOUNDATION OF
 PD1107'LARGE GRANITE BLOCKS LOCATED ON THE N END OF THE
 PD1107'BREAKWATER, ON THE S SIDE OF THE E ENTRANCE TO MOOSABEC RANCH.
 PD1107
 PD1107                          STATION RECOVERY (1959)
 PD1107
 PD1107'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GFW)
 PD1107'STATION RECOVERED AS DESCRIBED IN THE RECOVERY NOTES OF
 PD1107'R.A.G. IN 1946.  THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1641 ***********************************************************************
 QF1641  DESIGNATION -  ENDER IBC END ECC
 QF1641  PID         -  QF1641
 QF1641  STATE/COUNTY-  ME/WASHINGTON
 QF1641  USGS QUAD   -  FOREST CITY (1988)
 QF1641
 QF1641                         *CURRENT SURVEY CONTROL
 QF1641  ___________________________________________________________________
 QF1641* NAD 83(1996)-  45 40 37.35018(N)    067 42 23.16497(W)     ADJUSTED  
 QF1641* NAVD 88     -       116.     (meters)     381.     (feet)  SCALED    
 QF1641  ___________________________________________________________________
 QF1641  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 QF1641  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 QF1641
 QF1641  HORZ ORDER  -  THIRD
 QF1641
 QF1641.The horizontal coordinates were established by classical geodetic methods
 QF1641.and adjusted by the National Geodetic Survey in March 1998..
 QF1641
 QF1641.The orthometric height was scaled from a topographic map.
 QF1641
 QF1641.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1641
 QF1641.The geoid height was determined by GEOID03.
 QF1641
 QF1641;                    North         East     Units Scale Factor Converg.
 QF1641;SPC ME E     -   223,687.626   361,822.621   MT  0.99994697   +0 34 03.9
 QF1641;UTM  19      - 5,058,979.306   600,744.715   MT  0.99972478   +0 55 31.8
 QF1641
 QF1641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1641!SPC ME E     -   0.99998557  x   0.99994697  =   0.99993255
 QF1641!UTM  19      -   0.99998557  x   0.99972478  =   0.99971036
 QF1641
 QF1641|---------------------------------------------------------------------|
 QF1641| PID    Reference Object                     Distance      Geod. Az  |
 QF1641|                                                           dddmmss.s |
 QF1641| QF1639 REFERENCE MON 79=NIX                307.395 METERS 08149     |
 QF1641| QF1637 REFERENCE MON 81=COLD               APPROX. 1.1 KM 1510513.7 |
 QF1641| QF1644 REFERENCE MON 80 ECC                APPROX. 0.6 KM 1883937.4 |
 QF1641| QF1647 DRAKE IBC                           293.458 METERS 23953     |
 QF1641|---------------------------------------------------------------------|
 QF1641
 QF1641                          SUPERSEDED SURVEY CONTROL
 QF1641
 QF1641  NAD 83(1992)-  45 40 37.34723(N)    067 42 23.16323(W) AD(       ) 3
 QF1641  NAD 83(1986)-  45 40 37.35190(N)    067 42 23.17891(W) AD(       ) 3
 QF1641  NAD 27      -  45 40 37.13300(N)    067 42 25.15200(W) AD(       ) 3
 QF1641
 QF1641.Superseded values are not recommended for survey control.
 QF1641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1641.See file dsdata.txt to determine how the superseded data were derived.
 QF1641
 QF1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL0074558979(NAD 83)
 QF1641_MARKER: H = DRILL HOLE
 QF1641_SETTING: 80 = SET IN A BOULDER
 QF1641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1641+STABILITY: SURFACE MOTION
 QF1641
 QF1641  HISTORY     - Date     Condition        Report By
 QF1641  HISTORY     - 1946     MONUMENTED       IBC
 QF1641  HISTORY     - 1955     SEE DESCRIPTION  IBC
 QF1641
 QF1641                          STATION DESCRIPTION
 QF1641
 QF1641'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF1641'IN THE EDGE OF THE GRASS ON THE S END OF THE FIRST ISLAND ABOVE
 QF1641'FOREST CITY LANDING.  IT IS 20 FEET INSHORE FROM LOW WATER IN THE
 QF1641'BAY ON S OF ISLAND AND 80 FEET SE OF THE TREES ON THE SW POINT OF
 QF1641'THE ISLAND.
 QF1641'
 QF1641'STATION MARK IS A DRILL HOLE IN A ROCK 2 FEET IN DIAMETER AND 10
 QF1641'INCHES HIGH.
 QF1641
 QF1641                          STATION RECOVERY (1955)
 QF1641
 QF1641'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1641'STATION IS GRASS AND UNDER WATER, HENCE NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB2646 ***********************************************************************
 AB2646  PACS        -  This is a Primary Airport Control Station.
 AB2646  DESIGNATION -  EPM A
 AB2646  PID         -  AB2646
 AB2646  STATE/COUNTY-  ME/WASHINGTON
 AB2646  USGS QUAD   -  EASTPORT (1977)
 AB2646
 AB2646                         *CURRENT SURVEY CONTROL
 AB2646  ___________________________________________________________________
 AB2646* NAD 83(1996)-  44 54 31.55636(N)    067 00 42.68686(W)     ADJUSTED  
 AB2646* NAVD 88     -        14.63   (meters)      48.0    (feet)  GPS OBS   
 AB2646  ___________________________________________________________________
 AB2646  X           -   1,767,098.250 (meters)                     COMP
 AB2646  Y           -  -4,165,419.138 (meters)                     COMP
 AB2646  Z           -   4,480,167.832 (meters)                     COMP
 AB2646  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 AB2646  ELLIP HEIGHT-          -7.86  (meters)          (01/07/02) GPS OBS
 AB2646  GEOID HEIGHT-         -22.49  (meters)                     GEOID03
 AB2646
 AB2646  HORZ ORDER  -  B
 AB2646  ELLP ORDER  -  FIFTH     CLASS I
 AB2646
 AB2646.This mark is at Eastport Airport (EPM)
 AB2646
 AB2646.The horizontal coordinates were established by GPS observations
 AB2646.and adjusted by the National Geodetic Survey in July 1997..
 AB2646
 AB2646.The orthometric height was determined by GPS observations and a
 AB2646.high-resolution geoid model.
 AB2646
 AB2646.GPS derived orthometric heights for airport stations designated as
 AB2646.PACS or SACS are published to 2 decimal places.  This maintains
 AB2646.centimeter relative accuracy between the PACS and SACS.  It does
 AB2646.not indicate centimeter accuracy relative to other marks which are
 AB2646.part of the NAVD 88 network.
 AB2646
 AB2646.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2646
 AB2646.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2646
 AB2646.The ellipsoidal height was determined by GPS observations
 AB2646.and is referenced to NAD 83.
 AB2646
 AB2646.The geoid height was determined by GEOID03.
 AB2646
 AB2646;                    North         East     Units Scale Factor Converg.
 AB2646;SPC ME E     -   139,083.057   417,509.701   MT  1.00006975   +1 03 02.6
 AB2646;UTM  19      - 4,974,738.247   656,944.667   MT  0.99990289   +1 24 13.9
 AB2646
 AB2646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2646!SPC ME E     -   1.00000123  x   1.00006975  =   1.00007098
 AB2646!UTM  19      -   1.00000123  x   0.99990289  =   0.99990412
 AB2646
 AB2646:                Primary Azimuth Mark                     Grid Az
 AB2646:SPC ME E     -  EPM B                                    124 34 37.7
 AB2646:UTM  19      -  EPM B                                    124 13 26.4
 AB2646
 AB2646|---------------------------------------------------------------------|
 AB2646| PID    Reference Object                     Distance      Geod. Az  |
 AB2646|                                                           dddmmss.s |
 AB2646| AB2647 EPM B                               APPROX. 0.5 KM 1253740.3 |
 AB2646|---------------------------------------------------------------------|
 AB2646
 AB2646                          SUPERSEDED SURVEY CONTROL
 AB2646
 AB2646  ELLIP H (07/24/97)   -7.88   (m)                       GP(       ) 1 1
 AB2646  NAD 83(1992)-  44 54 31.55653(N)    067 00 42.68659(W) AD(1995.00) B
 AB2646  ELLIP H (04/19/96)   -7.88   (m)                       GP(1995.00) 3 1
 AB2646
 AB2646.Superseded values are not recommended for survey control.
 AB2646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2646.See file dsdata.txt to determine how the superseded data were derived.
 AB2646
 AB2646_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5694574738(NAD 83)
 AB2646_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2646_SETTING: 66 = SET IN ROCK OUTCROP
 AB2646_STAMPING: EPM A 1995
 AB2646_MARK LOGO: NGS   
 AB2646_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2646_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB2646+STABILITY: POSITION/ELEVATION WELL
 AB2646_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2646+SATELLITE: SATELLITE OBSERVATIONS - October 25, 1996
 AB2646
 AB2646  HISTORY     - Date     Condition        Report By
 AB2646  HISTORY     - 1995     MONUMENTED       CHANCE
 AB2646  HISTORY     - 19960708 GOOD             CHANCE
 AB2646  HISTORY     - 19961025 GOOD             NGS
 AB2646
 AB2646                          STATION DESCRIPTION
 AB2646
 AB2646'DESCRIBED BY JE CHANCE AND ASSOCIATES 1995 (CS)
 AB2646'THE STATION IS LOCATED AT THE TOWN OF EASTPORT AT THE EASTPORT
 AB2646'MUNICIPAL AIRPORT.  OWNERSHIP--WASHINGTON COUNTY, BOB KENNEDY, FBO,
 AB2646'PHONE (207) 853-0997  TO REACH THE STATION FROM THE INTERSECTION OF
 AB2646'U.S.  HWY 1 AND STATE HIGHWAY 190 SOUTH OF PERRY, PROCEED
 AB2646'SOUTH-SOUTHEAST FOR 8.8 KM (5.45 MI) ON STATE HWY 190 TO THE AIRPORT
 AB2646'ACCESS ROAD.  TURN RIGHT AND PROCEED WEST TO THE AIRPORT OFFICE.
 AB2646'CONTINUE SOUTHWEST ON TAXIWAY FOR 0.5 KM (0.30 MI) CROSSING RUNWAY
 AB2646'15-33.  TURN LEFT AND PROCEED SOUTHEAST ALONG THE SOUTHWEST SIDE OF
 AB2646'RUNWAY 15-33 FOR APRROXIMATELY 125 M (410.1 FT) TO THE STATION ON THE
 AB2646'RIGHT ATOP A ROCK LEDGE  THE STATION IS A STANDARD NGS DISK SET FLUSH
 AB2646'IN THE TOP OF A ROCK LEDGE THAT IS APPROXIMATELY 3.0 M (9.8 FT) ABOVE
 AB2646'THE LEVEL OF THE RUNWAY.  THE STATION IS LOCATED 86.50 M (283.79 FT)
 AB2646'SOUTH-SOUTHWEST OF THE THIRD RUNWAY LIGHT SOUTH OF THE TAXIWAY, 67.50
 AB2646'M (221.46 FT) SOUTHWEST OF THE FOURTH RUNWAY LIGHT SOUTH OF THE
 AB2646'TAXIWAY, 91.75 M (301.02 FT) FIFTH RUNWAY LIGHT SOUTH OF THE TAXIWAY,
 AB2646'AND 82.05 M (269.19 FT) SOUTHWEST OF THE CENTERLINE OF RUNWAY 15-33
 AB2646'THE STATION IS DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION (PACS)
 AB2646'- MAINE ANA SURVEYS 1995
 AB2646
 AB2646                          STATION RECOVERY (1996)
 AB2646
 AB2646'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (CS)
 AB2646'THE STATION IS LOCATED AT THE TOWN OF EASTPORT AT THE EASTPORT
 AB2646'MUNICIPAL AIRPORT.  OWNERSHIP--WASHINGTON COUNTY, BOB KENNEDY, FBO,
 AB2646'PHONE (207) 853-0997 TO REACH THE STATION FROM THE INTERSECTION OF
 AB2646'U.S.  HWY 1 AND STATE HIGHWAY 190 SOUTH OF PERRY, PROCEED
 AB2646'SOUTH-SOUTHEAST FOR 8.8 KM (5.45 MI) ON STATE HWY 190 TO THE AIRPORT
 AB2646'ACCESS ROAD.  TURN RIGHT AND PROCEED WEST TO THE AIRPORT OFFICE.
 AB2646'CONTINUE SOUTHWEST ON TAXIWAY FOR 0.5 KM (0.30 MI) CROSSING RUNWAY
 AB2646'15-33.  TURN LEFT AND PROCEED SOUTHEAST ALONG THE SOUTHWEST SIDE OF
 AB2646'RUNWAY 15-33 FOR APRROXIMATELY 125 M (410.1 FT) TO THE STATION ON THE
 AB2646'RIGHT ATOP A ROCK LEDGE THE STATION IS A STANDARD NGS DISK SET FLUSH
 AB2646'IN THE TOP OF A ROCK LEDGE THAT IS APPROXIMATELY 3.0 M (9.8 FT) ABOVE
 AB2646'THE LEVEL OF THE RUNWAY.  THE STATION IS LOCATED 86.50 M (283.79 FT)
 AB2646'SOUTH-SOUTHWEST OF THE THIRD RUNWAY LIGHT SOUTH OF THE TAXIWAY, 67.50
 AB2646'M (221.46 FT) SOUTHWEST OF THE FOURTH RUNWAY LIGHT SOUTH OF THE
 AB2646'TAXIWAY, 91.75 M (301.02 FT) FIFTH RUNWAY LIGHT SOUTH OF THE TAXIWAY,
 AB2646'AND 82.05 M (269.19 FT) SOUTHWEST OF THE CENTERLINE OF RUNWAY 15-33
 AB2646'THE STATION IS DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION (PACS)
 AB2646'- MAINE ANA SURVEYS 1995
 AB2646
 AB2646                          STATION RECOVERY (1996)
 AB2646
 AB2646'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (JMR)
 AB2646'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB2647 ***********************************************************************
 AB2647  SACS        -  This is a Secondary Airport Control Station.
 AB2647  DESIGNATION -  EPM B
 AB2647  PID         -  AB2647
 AB2647  STATE/COUNTY-  ME/WASHINGTON
 AB2647  USGS QUAD   -  EASTPORT (1977)
 AB2647
 AB2647                         *CURRENT SURVEY CONTROL
 AB2647  ___________________________________________________________________
 AB2647* NAD 83(1996)-  44 54 22.04852(N)    067 00 24.01942(W)     ADJUSTED  
 AB2647* NAVD 88     -        14.20   (meters)      46.6    (feet)  GPS OBS   
 AB2647  ___________________________________________________________________
 AB2647  X           -   1,767,556.047 (meters)                     COMP
 AB2647  Y           -  -4,165,449.667 (meters)                     COMP
 AB2647  Z           -   4,479,959.671 (meters)                     COMP
 AB2647  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 AB2647  ELLIP HEIGHT-          -8.27  (meters)          (01/07/02) GPS OBS
 AB2647  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 AB2647
 AB2647  HORZ ORDER  -  FIRST
 AB2647  ELLP ORDER  -  FIFTH     CLASS I
 AB2647
 AB2647.This mark is at Eastport Airport (EPM)
 AB2647
 AB2647.The horizontal coordinates were established by GPS observations
 AB2647.and adjusted by the National Geodetic Survey in July 1997..
 AB2647
 AB2647.The orthometric height was determined by GPS observations and a
 AB2647.high-resolution geoid model.
 AB2647
 AB2647.GPS derived orthometric heights for airport stations designated as
 AB2647.PACS or SACS are published to 2 decimal places.  This maintains
 AB2647.centimeter relative accuracy between the PACS and SACS.  It does
 AB2647.not indicate centimeter accuracy relative to other marks which are
 AB2647.part of the NAVD 88 network.
 AB2647
 AB2647.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2647
 AB2647.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2647
 AB2647.The ellipsoidal height was determined by GPS observations
 AB2647.and is referenced to NAD 83.
 AB2647
 AB2647.The geoid height was determined by GEOID03.
 AB2647
 AB2647;                    North         East     Units Scale Factor Converg.
 AB2647;SPC ME E     -   138,797.107   417,924.562   MT  1.00007095   +1 03 15.6
 AB2647;UTM  19      - 4,974,454.907   657,361.213   MT  0.99990450   +1 24 26.9
 AB2647
 AB2647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2647!SPC ME E     -   1.00000130  x   1.00007095  =   1.00007225
 AB2647!UTM  19      -   1.00000130  x   0.99990450  =   0.99990580
 AB2647
 AB2647:                Primary Azimuth Mark                     Grid Az
 AB2647:SPC ME E     -  EPM A                                    304 34 37.9
 AB2647:UTM  19      -  EPM A                                    304 13 26.6
 AB2647
 AB2647|---------------------------------------------------------------------|
 AB2647| PID    Reference Object                     Distance      Geod. Az  |
 AB2647|                                                           dddmmss.s |
 AB2647| AB2646 EPM A                               APPROX. 0.5 KM 3053753.5 |
 AB2647|---------------------------------------------------------------------|
 AB2647
 AB2647                          SUPERSEDED SURVEY CONTROL
 AB2647
 AB2647  ELLIP H (07/24/97)   -8.30   (m)                       GP(       ) 1 1
 AB2647  NAD 83(1992)-  44 54 22.04869(N)    067 00 24.01915(W) AD(1995.00) 1
 AB2647  ELLIP H (04/19/96)   -8.29   (m)                       GP(1995.00) 3 1
 AB2647
 AB2647.Superseded values are not recommended for survey control.
 AB2647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2647.See file dsdata.txt to determine how the superseded data were derived.
 AB2647
 AB2647_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5736174455(NAD 83)
 AB2647_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2647_SETTING: 66 = SET IN ROCK OUTCROP
 AB2647_STAMPING: EPM B 1995
 AB2647_MARK LOGO: NGS   
 AB2647_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2647_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB2647+STABILITY: POSITION/ELEVATION WELL
 AB2647_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2647+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1996
 AB2647
 AB2647  HISTORY     - Date     Condition        Report By
 AB2647  HISTORY     - 1995     MONUMENTED       CHANCE
 AB2647  HISTORY     - 19960708 GOOD             CHANCE
 AB2647
 AB2647                          STATION DESCRIPTION
 AB2647
 AB2647'DESCRIBED BY JE CHANCE AND ASSOCIATES 1995 (DS)
 AB2647'THE STATION IS LOCATED AT THE TOWN OF EASTPORT AT THE EASTPORT
 AB2647'MUNICIPAL AIRPORT.  OWNERSHIP--WASHINGTON COUNTY, BOB KENNEDY, FBO,
 AB2647'PHONE (207) 853-0997  TO REACH THE STATION FROM THE INTERSECTION OF
 AB2647'U.S.  HWY 1 AND STATE HWY 190 SOUTH OF PERRY, PROCEED SOUTH-SOUTHEAST
 AB2647'FOR 8.8 KM (5.45 MI) ON STATE HWY 190 TO THE AIRPORT ACCESS ROAD.
 AB2647'TURN RIGHT AND PROCEED WEST TO THE AIRPORT OFFICE.  CONTINUE SOUTHWEST
 AB2647'ON TAXIWAY FOR 0.5 KM (0.30 MI) CROSSING RUNWAY 15-33.  TURN LEFT AND
 AB2647'PROCEED SOUTHEAST ALONG SOUTHWEST SIDE OF RUNWAY 15-33 TO THE END OF
 AB2647'THE RUNWAY AND THE STATION ON THE RIGHT ATOP A KNOLL  THE STATION IS A
 AB2647'STANDARD NGS DISK SET FLUSH IN A MASSIVE ROCK OUTCROP AT TOP OF KNOLL
 AB2647'THAT IS ABOUT 70 METERS (229.7 FT) SOUTHWEST OF SOUTHWEST CORNER OF
 AB2647'RUNWAY 15-33.  THE STATION IS LOCATED 37.36 M (122.57 FT) NORTHEAST
 AB2647'FROM SOUTHERNMOST POWERPOLE ALONG ROAD TO WEST, 33.70 M (110.56 FT)
 AB2647'WEST-SOUTHWEST FROM 12TH METAL FENCE POST, 60.6 M (198.8 FT)
 AB2647'SOUTH-SOUTHWEST FROM WESTERNMOST (RUNWAY END INDICATOR LIGHT) REIL,
 AB2647'AND 82.6 M (271.0 FT) SOUTH-SOUTHWEST FROM CENTERLINE END OF RUNWAY
 AB2647'THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATI0N
 AB2647'(SACS) - MAINE ANA SURVEYS 1995
 AB2647
 AB2647                          STATION RECOVERY (1996)
 AB2647
 AB2647'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (CS)
 AB2647'THE STATION IS LOCATED AT THE TOWN OF EASTPORT AT THE EASTPORT
 AB2647'MUNICIPAL AIRPORT.  OWNERSHIP--WASHINGTON COUNTY, BOB KENNEDY, FBO,
 AB2647'PHONE (207) 853-0997 TO REACH THE STATION FROM THE INTERSECTION OF
 AB2647'U.S.  HWY 1 AND STATE HWY 190 SOUTH OF PERRY, PROCEED SOUTH-SOUTHEAST
 AB2647'FOR 8.8 KM (5.45 MI) ON STATE HWY 190 TO THE AIRPORT ACCESS ROAD. TURN
 AB2647'RIGHT AND PROCEED WEST TO THE AIRPORT OFFICE.  CONTINUE SOUTHWEST ON
 AB2647'TAXIWAY FOR 0.5 KM (0.30 MI) CROSSING RUNWAY 15-33. TURN LEFT AND
 AB2647'PROCEED SOUTHEAST ALONG SOUTHWEST SIDE OF RUNWAY 15-33 TO THE END OF
 AB2647'THE RUNWAY AND THE STATION ON THE RIGHT ATOP A KNOLL THE STATION IS A
 AB2647'STANDARD NGS DISK SET FLUSH IN A MASSIVE ROCK OUTCROP AT TOP OF KNOLL
 AB2647'THAT IS ABOUT 70 METERS (229.7 FT) SOUTHWEST OF SOUTHWEST CORNER OF
 AB2647'RUNWAY 15-33.  THE STATION IS LOCATED 37.36 M (122.57 FT) NORTHEAST
 AB2647'FROM SOUTHERNMOST POWERPOLE ALONG ROAD TO WEST, 33.70 M (110.56 FT)
 AB2647'WEST-SOUTHWEST FROM 12TH METAL FENCE POST, 60.6 M (198.8 FT)
 AB2647'SOUTH-SOUTHWEST FROM WESTERNMOST (RUNWAY END INDICATOR LIGHT) REIL,
 AB2647'AND 82.6 M (271.0 FT) SOUTH-SOUTHWEST FROM CENTERLINE END OF RUNWAY
 AB2647'THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATI0N
 AB2647'(SACS) - MAINE ANA SURVEYS 1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1145 ***********************************************************************
 PD1145  FBN         -  This is a Federal Base Network Control Station.
 PD1145  DESIGNATION -  EPPING EAST BASE
 PD1145  PID         -  PD1145
 PD1145  STATE/COUNTY-  ME/WASHINGTON
 PD1145  USGS QUAD   -  EPPING (1984)
 PD1145
 PD1145                         *CURRENT SURVEY CONTROL
 PD1145  ___________________________________________________________________
 PD1145* NAD 83(1996)-  44 40 09.31240(N)    067 49 55.37513(W)     ADJUSTED  
 PD1145* NAVD 88     -        77.4    (meters)     254.     (feet)  GPS OBS   
 PD1145  ___________________________________________________________________
 PD1145  X           -   1,714,382.884 (meters)                     COMP
 PD1145  Y           -  -4,207,693.266 (meters)                     COMP
 PD1145  Z           -   4,461,321.331 (meters)                     COMP
 PD1145  LAPLACE CORR-           6.93  (seconds)                    DEFLEC99
 PD1145  ELLIP HEIGHT-          53.73  (meters)          (04/26/01) GPS OBS
 PD1145  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 PD1145
 PD1145  HORZ ORDER  -  B
 PD1145  ELLP ORDER  -  FOURTH    CLASS I
 PD1145
 PD1145.The horizontal coordinates were established by GPS observations
 PD1145.and adjusted by the National Geodetic Survey in July 1997..
 PD1145
 PD1145.The orthometric height was determined by GPS observations and a
 PD1145.high-resolution geoid model.
 PD1145
 PD1145.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PD1145
 PD1145.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1145
 PD1145.The ellipsoidal height was determined by GPS observations
 PD1145.and is referenced to NAD 83.
 PD1145
 PD1145.The geoid height was determined by GEOID03.
 PD1145
 PD1145;                    North         East     Units Scale Factor Converg.
 PD1145;SPC ME E     -   111,608.852   352,962.683   MT  0.99993448   +0 28 10.5
 PD1145;UTM  19      - 4,946,873.134   592,580.569   MT  0.99970540   +0 49 16.1
 PD1145
 PD1145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD1145!SPC ME E     -   0.99999158  x   0.99993448  =   0.99992606
 PD1145!UTM  19      -   0.99999158  x   0.99970540  =   0.99969698
 PD1145
 PD1145|---------------------------------------------------------------------|
 PD1145| PID    Reference Object                     Distance      Geod. Az  |
 PD1145|                                                           dddmmss.s |
 PD1145| CE7929 EPPING EAST BASE RM 1                20.702 METERS 05904     |
 PD1145| PD1153 HARRINGTON CHURCH                   APPROX. 5.8 KM 1600528.0 |
 PD1145| PD1071 PIGEON                              APPROX.24.2 KM 1905229.6 |
 PD1145| PD1164 MILLBRIDGE CHURCH 1 CONG            APPROX.15.0 KM 1953606.5 |
 PD1145| CE7930 EPPING EAST BASE RM 2                15.974 METERS 33025     |
 PD1145|---------------------------------------------------------------------|
 PD1145
 PD1145                          SUPERSEDED SURVEY CONTROL
 PD1145
 PD1145  ELLIP H (07/24/97)   53.66   (m)                       GP(       ) 1 1
 PD1145  NAD 83(1992)-  44 40 09.31013(N)    067 49 55.37253(W) AD(       ) B
 PD1145  ELLIP H (04/16/93)   53.62   (m)                       GP(       ) 4 1
 PD1145  NAD 83(1986)-  44 40 09.30677(N)    067 49 55.37418(W) AD(       ) 1
 PD1145  NAD 27      -  44 40 09.03300(N)    067 49 57.36700(W) AD(       ) 1
 PD1145  NGVD 29 (07/19/86)   77.6    (m)          255.     (f) VERT ANG       
 PD1145
 PD1145.Superseded values are not recommended for survey control.
 PD1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1145.See file dsdata.txt to determine how the superseded data were derived.
 PD1145
 PD1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK9258146873(NAD 83)
 PD1145_MARKER: B = BOLT
 PD1145_SETTING: 0 = UNSPECIFIED SETTING
 PD1145_MARK LOGO: CGS   
 PD1145_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD1145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD1145+STABILITY: SURFACE MOTION
 PD1145_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PD1145+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2004
 PD1145
 PD1145  HISTORY     - Date     Condition        Report By
 PD1145  HISTORY     - 1859     MONUMENTED       CGS
 PD1145  HISTORY     - 1913     SEE DESCRIPTION  CGS
 PD1145  HISTORY     - 1929     SEE DESCRIPTION  MEGS
 PD1145  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PD1145  HISTORY     - 1964     SEE DESCRIPTION  CGS
 PD1145  HISTORY     - 19920629 GOOD             NGS
 PD1145  HISTORY     - 20000415 GOOD             NGS
 PD1145  HISTORY     - 20040403 GOOD             USPSQD
 PD1145
 PD1145                          STATION DESCRIPTION
 PD1145
 PD1145'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 PD1145'THIS STATION MARKS THE EASTERN TERMINUS OF THE EPPING
 PD1145'BASE LINE AND IS LOCATED ON EPPING PLAINS, ABOUT 6 MILES
 PD1145'ENE FROM CHERRYFIELD AND ABOUT 3-1/2 MILES N OF
 PD1145'HARRINGTON.  THE ROAD FROM CHERRYFIELD TO EPPING REACHED
 PD1145'THE PLATEAU ABOUT 2 MILES W OF THE STATION AND THEN
 PD1145'EXTENDS NEARLY DUE E TO THE STATION AND THEN BEARS A
 PD1145'LITTLE TO THE NORTHWARD.  THE STATION IS A FEW FEET FROM
 PD1145'THE EDGE OF THE BLUFF AND A FEW FEET S OF THE ANGLE IN
 PD1145'THE ROAD.  THE INTERSECTION OF TWO CROSSLINES ON THE
 PD1145'HEAD OF A COPPER BOLT INSERTED IN THE HEAD OF A GRANITE
 PD1145'BLOCK 2 FEET LONG AND SET 3-1/2 FEET BELOW THE GROUND
 PD1145'CONSTITUTES THE SUBSURFACE MARK.  A PLATFORM OF BETON,
 PD1145'5 FEET SQUARE AND 1 FOOT THICK AND WITH A CENTRAL
 PD1145'APERTURE 1-1/2 FEET SQUARE, SUPPORTS ANOTHER GRANITE
 PD1145'BLOCK WHOSE TOP IS 3 FEET SQUARE AND PROJECTS ABOUT 6
 PD1145'INCHES ABOVE THE SURFACE OF THE GROUND.  THE BLOCK ALSO HAS A
 PD1145'COPPER TACK INSERTED IN ITS TOPS, AND THE INTERSECTION OF
 PD1145'CROSSLINES ORIGINALLY ON ITS HEAD CONSTITUTED THE STATION
 PD1145'SURFACE MARK AND WAS EXACTLY VERTICALLY OVER THE INTERSECTION
 PD1145'ON THE SUBSURFACE MARK.  THE UPPER BOLT, HOWEVER, HAS BEEN SO
 PD1145'BATTERED BY SOME VANDAL THAT ITS CROSSLINES ARE NO LONGER
 PD1145'VISIBLE.  THE ITALIAN MARBLE MONUMENT (3.28 FEET HIGH AND
 PD1145'1.64 FEET SQUARE) ORIGINALLY SET OVER THE STATION MARK HAS
 PD1145'BEEN DESTROYED.  TO THE NORTHWARD AT DISTANCES OF 36 METERS
 PD1145'AND 72 METERS, RESPECTIVELY, AND ON A LINE PERPENDICULAR TO THE
 PD1145'BASE AT THE STATION POINT, ARE TWO GRANITE REFERENCE MONUMENTS,
 PD1145'EACH 3.5 FEET LONG AND 1 FOOT SQUARE AND EACH HAVING COPPER BOLT
 PD1145'INSERTED IN THE CENTER OF ITS TOP.  THE CROSSLINES ORIGINALLY
 PD1145'ON THE HEADS OF THESE BOLTS HAVE BEEN ENTIRELY OBLITERATED BY
 PD1145'HAMMERING.  A THIRD GRANITE POST WITH MERELY A DRILL HOLE IN ITS
 PD1145'TOP WAS FOUND WHEN THE STATION WAS VISITED IN 1884 AND AGAIN IN
 PD1145'1913, BUT THIS IS NOT MENTIONED IN THE ORIGINAL DESCRIPTION OF
 PD1145'THE STATION.  THIS ADDITIONAL MARK IS ABOUT 108 METERS N OF THE
 PD1145'STATION.
 PD1145
 PD1145                          STATION RECOVERY (1929)
 PD1145
 PD1145'RECOVERY NOTE BY MAINE GEODETIC SURVEY 1929
 PD1145'FROM H.S. SHAWS LETTER OF SEPTEMBER 26, 1929.  (JULY 11 AND AUGUST
 PD1145'20, 1929).
 PD1145'THE MARBLE MONUMENT WHICH, ACCORDING TO THE ORIGINAL DESCRIPTION,
 PD1145'HAD BEEN DESTROYED, WAS FOUND TO BE RESTING ON THE GRANITE BLOCK
 PD1145'WHICH MARKS THE STATION, BUT THE MARBLE HAD BEEN SO BADLY CHIPPED
 PD1145'BY VANDALS THAT THE MONUMENT WAS MORE OR LESS SPHERICAL IN
 PD1145'SHAPE.  THE WORDS U.S. COAST SURVEY AND BASE NO. COULD STILL BE
 PD1145'SEEN, ALSO THE DATE 1921 CARVED RATHER CRUDELY, APPARENTLY BY
 PD1145'SOME VANDAL.  I WAS TOLD BY A BLUEBERRY PICKER THAT SOMEBODY
 PD1145'HAD RATHER RECENTLY ROLLED THE PIECE OF MARBLE UP THE BANK
 PD1145'TO ITS PRESENT POSITION.
 PD1145'
 PD1145'THE COPPER BOLTS AT THE STATION AND IN TWO OF THE TREE
 PD1145'REFERENCE MONUMENTS WERE STILL IN PLACE, WITH BATTERED
 PD1145'HEADS.  THE THIRD REFERENCE MONUMENT WAS FOUND TO BE ONLY
 PD1145'ABOUT 11 FEET 5 INCHES FROM THE SECOND, WHICH WOULD
 PD1145'MAKE IT ABOUT 75-1/2 METERS FROM THE STATION AND NOT
 PD1145'ABOUT 108 AS STATED IN THE DESCRIPTION.  AS THESE
 PD1145'REFERENCE STONES ARE PARTLY CONCEALED IN BLUEBERRY
 PD1145'BUSHES I DID NOT FIND THE THIRD ONE AT FIRST, BECAUSE OF
 PD1145'THE DISCREPANCY IN THE STATED DISTANCE.  THE EPPING BASE
 PD1145'IS LOCATED IN A REGION WHERE BLUEBERRY GROWING IS
 PD1145'CARRIED ON INTENSIVELY AND THE LAND IS BURNED OVER EVERY
 PD1145'TWO YEARS.  THE BERRIES ARE PICKED BY RAKING.  PART OF AN
 PD1145'OLD BRACED-POLE SIGNAL WAS LYING NEAR THE STATION AT THE
 PD1145'TIME OF MY FIRST VISIT, BUT WAS NOT SEEN ON THE SECOND
 PD1145'VISIT PROBABLY HAVING BEEN USED AS FUEL BY BLUEBERRY
 PD1145'PICKERS CAMPED NEARBY.
 PD1145
 PD1145                          STATION RECOVERY (1934)
 PD1145
 PD1145'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PD1145'STATION WAS RECOVERED PRACTICALLY AS DESCRIBED.
 PD1145'
 PD1145'SURFACE MARK IS A COPPER BOLT SET IN A GRANITE BLOCK 3
 PD1145'FEET SQUARE AND PROJECTING 6 INCHES ABOVE GROUND.
 PD1145'
 PD1145'THERE IS AN UNDERGROUND MARK CONSISTING OF A COPPER BOLT
 PD1145'WITH A CROSS IN ITS HEAD, SET IN A GRANITE BLOCK 3-1/2
 PD1145'FEET BELOW THE SURFACE OF THE GROUND.
 PD1145'
 PD1145'THREE REFERENCE MARKS WERE FOUND IN LINE TO THE NE
 PD1145'AT DISTANCES OF 36 METERS, 72 METERS AND 108 METERS,
 PD1145'RESPECTIVELY, FROM THE STATION.  THE TWO NEAREST MARKS
 PD1145'ARE COPPER BOLTS SET IN GRANITE BLOCKS ONE FOOT SQUARE
 PD1145'AND THE THIRD MARK IS A DRILL HOLE IN A GRANITE BLOCK.  THE
 PD1145'MARBLE MONUMENT MENTIONED IN THE DESCRIPTION HAS
 PD1145'BEEN ROLLED DOWN THE BANK AND BADLY BROKEN UP.  TWO NEW
 PD1145'REFERENCE MARKS WERE ESTABLISHED IN 1934 ARE STANDARD
 PD1145'BRONZE DISKS SET IN CONCRETE, AS DESCRIBED IN NOTE 11A.
 PD1145'
 PD1145'THE BEST ROAD TO THE POINT IS THE ONE WHICH LEADS N
 PD1145'FROM HARRINGTON FROM A POINT 0.1 MILE E OF THE JUNCTION
 PD1145'OF HIGHWAYS 1 AND 1A, FOR 3.7 MILES STRAIGHT AHEAD TO
 PD1145'A POINT WHERE THE ROAD RUNS INTO AN E AND W ROAD.  TURN
 PD1145'LEFT AND GO 0.2 MILE TO A FORK IN THE ROAD.  THE STATION
 PD1145'IS 35 METERS E OF THE FORK, 7 METERS S OF THE ROAD AND
 PD1145'3 METERS N OF THE EDGE OF THE BANK.
 PD1145'
 PD1145'A 4-FOOT STAND WAS USED.
 PD1145'
 PD1145'NOTE--THE SUBSURFACE MARK WAS NOT CHECKED IN 1934.  THE
 PD1145'DESCRIPTION WAS COPIED FROM THE PUBLICATION.
 PD1145
 PD1145                          STATION RECOVERY (1964)
 PD1145
 PD1145'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WFD)
 PD1145'ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 PD1145'DESCRIBED IN 1934 EXCEPT DISTANCES TO THE OLD
 PD1145'REFERENCE MARKS.  MARKS WERE FOUND AS FOLLOWS--
 PD1145'
 PD1145'STATION MARK, COPPER BOLT IN 3-FOOT SQUARE GRANITE BLOCK
 PD1145'PROJECTING 4 INCHES.
 PD1145'
 PD1145'RM 1, NOTE 11A, STAMPED EPPING EAST BASE NO 1, (N) 67.89 FEET
 PD1145'20.693 M.) PROJ. 10 IN
 PD1145'
 PD1145'RM 2, NOTE 11A, STAMPED EPPING EAST BASE NO 2, (E) 52.40 FEET
 PD1145'15.970 M. PROJ. 10 IN
 PD1145'
 PD1145'COPPER BOLT IN 1-FOOT SQUARE GRANITE MONUMENT, FLUSH,
 PD1145'142.4 FEET (43.41 M.)
 PD1145'
 PD1145'COPPER BOLT IN 1-FOOT SQUARE GRANITE MONUMENT, FLUSH,
 PD1145'240.7 FEET (73.37 M.)
 PD1145'
 PD1145'DRILL HOLE IN 1-FOOT SQUARE GRANITE MONUMENT, FLUSH,
 PD1145'248.9 FEET (75.87 M.)
 PD1145'
 PD1145'COPPER BOLT IN 1-FOOT SQUARE GRANITE MONUMENT, FLUSH,
 PD1145'0.45 MILE ON BASELINE.
 PD1145'
 PD1145'COPPER BOLT IN 1-FOOT SQUARE GRANITE MONUMENT, FLUSH,
 PD1145'1.45 MILE ON BASELINE.
 PD1145'
 PD1145'COPPER BOLT IN 1-FOOT SQUARE GRANITE MONUMENT, FLUSH,
 PD1145'2.45 MILE ON BASELINE.
 PD1145'
 PD1145'TO REACH THE STATION FROM THE INTERSECTION OF ROUTES 1 AND 1A
 PD1145'IN HARRINGTON, GO EAST ON 1 FOR 0.1 MILE TO PAVED ROAD LEFT,
 PD1145'TURN LEFT AND GO NORTH 1.2 MILES TO WHERE PAVEMENT TURNS SHARP
 PD1145'LEFT, CONTINUE AHEAD ON BLADED ROAD FOR 2.6 MILES TO TOP OF
 PD1145'RIDGE AND T INTERSECTION, TURN LEFT AND GO 0.3 MILE TO STATION
 PD1145'ON LEFT.
 PD1145'
 PD1145'THE ORIGINAL MARBLE MARKER, PARTIALLY DESTROYED, IS IN
 PD1145'PROTECTIVE CUSTODY OF MR. FRYE, TO PRESERVE IT FOR ITS HISTORICAL
 PD1145'VALUE.  LAND AT STATION IS PRESENTLY OWNED BY MR. ROLAND PLUMMER,
 PD1145'POSTMASTER AT HARRINGTON.
 PD1145
 PD1145                          STATION RECOVERY (1992)
 PD1145
 PD1145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 PD1145'THE STATION IS LOCATED ABOUT 9.7 KM (6.00 MI) EAST-NORTHEAST OF
 PD1145'CHERRYFIELD, 6.6 KM (4.10 MI) NORTH OF HARRINGTON, ON THE EPPING
 PD1145'PLAIN IN THE BLUEBERRY FIELDS.  OWNERSHIP--M.W. PLUMMER, 240
 PD1145'WOODHAVEN RD, GLASTONBERRY CT 06033, PHONE 203-633-9260.  NO
 PD1145'PERMISSION IS NEEDED AT THIS TIME.
 PD1145'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE
 PD1145'ROUTE 1A JUST EAST OF HARRINGTON, GO WEST ON U.S. HIGHWAY 1 FOR 0.6
 PD1145'KM (0.35 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO NORTH ON PAVED
 PD1145'ROAD FOR 1.8 KM (1.10 MI) TO A PAVED ROAD LEFT.  CONTINUE AHEAD AND
 PD1145'GO NORTH FOR 0.32 KM (0.20 MI) TO END OF PAVEMENT AND START OF DIRT
 PD1145'ROAD.  CONTINUE AHEAD AND GO NORTH FOR 4.0 KM (2.50 MI) TO A
 PD1145'T-JUNCTION. TURN LEFT AND GO WEST FOR 0.16 KM (0.10 MI) TO SOME
 PD1145'OVERHEAD POWER LINES.  CONTINUE AHEAD WEST ON THE DIRT ROAD FOR 0.32
 PD1145'KM (0.20 MI) TO THE STATION ON THE LEFT AND FORK IN ROAD STRAIGHT
 PD1145'AHEAD.
 PD1145'THE STATION IS A COPPER BOLT 2 CM IN DIAMETER SET IN THE CENTER OF A 3
 PD1145'FT (0.9 M) X 3 FT (0.9 M) GRANITE BLOCK PROJECTING 3 CM.  THE 1929
 PD1145'DESCRIPTION STATES THERE IS AN UNDERGROUND MARK CONSISTING OF A
 PD1145'COPPER BOLT WITH A CROSS IN ITS HEAD SET IN A GRANITE BLOCK 3 AND 1/2
 PD1145'FEET BELOW THE SURFACE OF THE GROUND.  LOCATED 20.6 M (67.6 FT) SOUTH
 PD1145'FROM EAST BASE RM 2 1934, 5.0 M (16.4 FT) SOUTH FROM THE CENTERLINE
 PD1145'OF THE DIRT ROAD, 2 M (6.6 FT) NORTH OF SMALL BLUFF AND 1.8 M
 PD1145'(5.9 FT) EAST FROM A WITNESS POST.
 PD1145
 PD1145                          STATION RECOVERY (2000)
 PD1145
 PD1145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 PD1145'THE STATION IS LOCATED ABOUT 7.24 KM (4.50 MI) NORTH OF HARRINGTON, ON
 PD1145'THE EPPING PLAIN, ABOUT 0.48 KM (0.30 MI) WEST OF THE T-JUNCTION OF
 PD1145'NORTH ROAD AND WEST EPPING PLAIN ROAD.  OWNERSHIP--UNKNOWN.  TO REACH
 PD1145'THE STATION FROM THE JUNCTION OF US HIGHWAY 1 AND US HIGHWAY 1A, ON
 PD1145'THE NORTHEAST SIDE OF HARRINGTON, GO SOUTHWEST ON HIGHWAY 1 FOR 0.56
 PD1145'KM (0.35 MI) TO THE JUNCTION OF NORTH STREET ON THE RIGHT.  TURN
 PD1145'RIGHT, NORTH ON NORTH STREET FOR 0.72 KM (0.45 MI) TO A RAILROAD
 PD1145'CROSSING.  CONTINUE AHEAD, NORTH ON THE ROAD FOR 1.29 KM (0.80 MI) TO
 PD1145'THE JUNCTION OF A PAVED ROAD RIGHT.  CONTINUE AHEAD, NORTH ON THE ROAD
 PD1145'FOR 0.56 KM (0.35 MI) TO THE END OF THE ASPHALT ROAD.  CONTINUE AHEAD,
 PD1145'NORTH ON THE DIRT ROAD FOR 3.62 KM (2.25 MI) TO THE T-JUNCTION OF WEST
 PD1145'EPPING PLAIN ROAD.  TURN LEFT, WEST ON THE ROAD FOR 0.16 KM (0.10 MI)
 PD1145'TO A POWERLINE CROSSING.  CONTINUE AHEAD, WEST ON THE ROAD FOR 0.32 KM
 PD1145'(0.20 MI) TO THE STATION ON THE LEFT, ALONG THE SOUTH SHOULDER OF THE
 PD1145'ROAD AT A CURVE RIGHT AND JUST BEFORE A FORK RIGHT OF A TRAIL ROAD.
 PD1145'THE STATION IS A PUNCH MARK ON THE TOP OF A COPPER BOLT EMBEDDED IN
 PD1145'THE CENTER OF A 3 FT (0.9 M) X 3 FT (0.9 M) SQUARE GRANITE STONE BLOCK
 PD1145'FLUSH WITH GROUND AND ABOUT 0.3 M (1.0 FT) ABOVE THE ROAD.  LOCATED
 PD1145'20.6 M (67.6 FT) SOUTH OF REFERENCE MARK 2, 5.03 M (16.50 FT) SOUTH OF
 PD1145'THE CENTER OF THE ROAD AND 1.83 M (6.00 FT) EAST OF A FIBERGLASS
 PD1145'WITNESS POST.
 PD1145
 PD1145                          STATION RECOVERY (2004)
 PD1145
 PD1145'RECOVERY NOTE BY US POWER SQUADRON 2004 (SWL)
 PD1145'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1170 ***********************************************************************
 PD1170  CBN         -  This is a Cooperative Base Network Control Station.
 PD1170  DESIGNATION -  EPPING WEST BASE
 PD1170  PID         -  PD1170
 PD1170  STATE/COUNTY-  ME/WASHINGTON
 PD1170  USGS QUAD   -  SCHOODIC LAKE (1984)
 PD1170
 PD1170                         *CURRENT SURVEY CONTROL
 PD1170  ___________________________________________________________________
 PD1170* NAD 83(1996)-  44 41 31.41104(N)    067 56 14.03673(W)     ADJUSTED  
 PD1170* NAVD 88     -        72.3    (meters)     237.     (feet)  GPS OBS   
 PD1170  ___________________________________________________________________
 PD1170  X           -   1,705,984.751 (meters)                     COMP
 PD1170  Y           -  -4,209,178.497 (meters)                     COMP
 PD1170  Z           -   4,463,119.590 (meters)                     COMP
 PD1170  LAPLACE CORR-           5.39  (seconds)                    DEFLEC99
 PD1170  ELLIP HEIGHT-          48.48  (meters)          (01/08/02) GPS OBS
 PD1170  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 PD1170
 PD1170  HORZ ORDER  -  B
 PD1170  ELLP ORDER  -  FOURTH    CLASS II
 PD1170
 PD1170.The horizontal coordinates were established by GPS observations
 PD1170.and adjusted by the National Geodetic Survey in July 1997..
 PD1170
 PD1170.The orthometric height was determined by GPS observations and a
 PD1170.high-resolution geoid model.
 PD1170
 PD1170.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PD1170
 PD1170.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1170
 PD1170.The ellipsoidal height was determined by GPS observations
 PD1170.and is referenced to NAD 83.
 PD1170
 PD1170.The geoid height was determined by GEOID03.
 PD1170
 PD1170;                    North         East     Units Scale Factor Converg.
 PD1170;SPC ME E     -   114,079.863   344,605.027   MT  0.99992446   +0 23 44.9
 PD1170;UTM  19      - 4,949,292.246   584,209.858   MT  0.99968720   +0 44 50.9
 PD1170
 PD1170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD1170!SPC ME E     -   0.99999240  x   0.99992446  =   0.99991686
 PD1170!UTM  19      -   0.99999240  x   0.99968720  =   0.99967960
 PD1170
 PD1170:                Primary Azimuth Mark                     Grid Az
 PD1170:SPC ME E     -  BURKE RESET                              195 31 25.3
 PD1170:UTM  19      -  BURKE RESET                              195 10 19.3
 PD1170
 PD1170|---------------------------------------------------------------------|
 PD1170| PID    Reference Object                     Distance      Geod. Az  |
 PD1170|                                                           dddmmss.s |
 PD1170| PD1167 BURKE RESET                         APPROX.10.8 KM 1955510.2 |
 PD1170|---------------------------------------------------------------------|
 PD1170
 PD1170                          SUPERSEDED SURVEY CONTROL
 PD1170
 PD1170  ELLIP H (07/24/97)   48.44   (m)                       GP(       ) 1 1
 PD1170  NAD 83(1992)-  44 41 31.40874(N)    067 56 14.03410(W) AD(       ) B
 PD1170  ELLIP H (04/16/93)   48.41   (m)                       GP(       ) 4 1
 PD1170  NAD 83(1986)-  44 41 31.40715(N)    067 56 14.03710(W) AD(       ) 1
 PD1170  NAD 27      -  44 41 31.13400(N)    067 56 16.01800(W) AD(       ) 1
 PD1170  NGVD 29 (07/19/86)   72.9    (m)          239.     (f) VERT ANG       
 PD1170
 PD1170.Superseded values are not recommended for survey control.
 PD1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1170.See file dsdata.txt to determine how the superseded data were derived.
 PD1170
 PD1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK8421049292(NAD 83)
 PD1170_MARKER: B = BOLT
 PD1170_SETTING: 0 = UNSPECIFIED SETTING
 PD1170_MARK LOGO: CGS   
 PD1170_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PD1170_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PD1170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PD1170+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1992
 PD1170
 PD1170  HISTORY     - Date     Condition        Report By
 PD1170  HISTORY     - 1859     MONUMENTED       CGS
 PD1170  HISTORY     - 1913     SEE DESCRIPTION  CGS
 PD1170  HISTORY     - 1929     SEE DESCRIPTION  MEGS
 PD1170  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PD1170  HISTORY     - 1963     SEE DESCRIPTION  CGS
 PD1170  HISTORY     - 1964     SEE DESCRIPTION  CGS
 PD1170  HISTORY     - 19920909 GOOD             NGS
 PD1170
 PD1170                          STATION DESCRIPTION
 PD1170
 PD1170'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 PD1170'STATION IS ON A HILL IN THE W END OF EPPING PLAINS AND ABOUT
 PD1170'6 MILES N BY W FROM CHERRYFIELD.  THE SUMMIT OF THE HILL IS A
 PD1170'MASS OF LEDGES AND BOULDERS AND THE STATION IS ON A SOLID LEDGE
 PD1170'WHICH IS ABOUT 25 FEET W OF AND ABOUT 15 FEET LOWER THAN THE
 PD1170'HIGHEST POINT.  THIS LEDGE WAS CUT AWAY ABOUT THE STATION TO
 PD1170'THE DEPTH OF 6 TO 8 INCHES SO AS TO LEAVE A PROJECTING PRISM
 PD1170'WHOSE TOP WAS 4 FEET SQUARE, AND IN THE CENTER OF THIS WAS SET
 PD1170'THE COPPER BOLT (WITH A CROSS CUT IN ITS TOP) MARKING THE
 PD1170'STATION.  IN 1913 THIS BOLT WAS STILL IN PLACE BUT ITS HEAD
 PD1170'HAD BEEN SO BATTERED THAT THE CROSSLINES WERE NO LONGER
 PD1170'VISIBLE.  THE ITALIAN MARBLE MONUMENT (3.28 FEET HIGH AND
 PD1170'1.64 FEET SQUARE) ORIGINALLY PLACED OVER THE MARK HAS BEEN
 PD1170'ENTIRELY DESTROYED.  TWO SIMILAR PROJECTING PRISMS, 1 FOOT
 PD1170'SQUARE, WERE MADE, ONE 10 METERS N AND THE OTHER 10
 PD1170'METERS S OF THE STATION, AND IN EACH WAS INSERTED A COPPER
 PD1170'BOLT WITH CROSSLINES ON ITS HEAD.  THE LINE
 PD1170'CONNECTING THE INTERSECTIONS ON THE TWO BOLT HEADS WAS
 PD1170'PERPENDICULAR TO THE BASE LINE AND PASSED THROUGH THE
 PD1170'INTERSECTION OF THE CROSSLINES ON THE HEAD OF THE
 PD1170'STATION BOLT.  THE SOUTHERN MARK STILL REMAINS INTACT BUT
 PD1170'THE NORTHERN ONE IS BADLY MUTILATED, THE BOLT BEING
 PD1170'GONE AND ONLY A PART OF THE DRILL HOLE REMAINING. TO
 PD1170'REACH THE STATION, TAKE THE ROAD N FROM CHERRYFIELD FOR NEARLY
 PD1170'6 MILES TO A BRIDGE ACROSS A SMALL CREEK.  FROM THIS BRIDGE THE
 PD1170'STATION HILL IS VISIBLE ABOUT 1/2 MILE TO THE EASTWARD.  THEN ABOUT
 PD1170'1/4 MILE BEYOND THE BRIDGE TAKE THE ROAD BRANCHING TO THE RIGHT
 PD1170'AND YOU WILL BE ALMOST AT THE STATION.
 PD1170
 PD1170                          STATION RECOVERY (1929)
 PD1170
 PD1170'RECOVERY NOTE BY MAINE GEODETIC SURVEY 1929
 PD1170'FROM H. S. SHAWS LETTER OF SEPTEMBER 26, 1929.  (AUGUST 20, 1929).
 PD1170'
 PD1170'THE MARBLE MONUMENT, DESCRIBED AS HAVING BEEN ENTIRELY DESTROYED,
 PD1170'WAS FOUND LYING ON ITS SIDE IN THE BUSHED, ABOUT 33 FEET SE OF
 PD1170'THE STATION.  IT WAS IN GOOD CONDITION AND THE LETTERING
 PD1170'U.S. COAST SURVEY 1857 A.D. BACHE SUPT. ON THE THREE EXPOSED
 PD1170'SIDES WAS CLEAR AND DISTINCT.  A PIECE OF THE PYRAMIDAL TOP HAD
 PD1170'BEEN CHIPPED OFF, BUT THE LETTERS E, W AND S REMAINED.  I FOUND
 PD1170'THAT THE PROJECTING PORTION OF THE LEDGE AT THE STATION WAS
 PD1170'THREE FEET SQUARE AND NOT FOUR FEET, AS STATED, AND THAT THE N
 PD1170'AND S MARKS WERE 9 INCHES SQUARE AND NOT 1 FOOT.  EACH OF
 PD1170'THESE MARKS IS DESCRIBED AS BEING 10 METERS FROM THE STATION,
 PD1170'BUT I FOUND THE N ONE TO BE ABOUT 36-1/2 FEET, OR A LITTLE
 PD1170'MORE THAN 11 METERS, AND THE S ONE ABOUT 54 FEET, OR ABOUT 16
 PD1170'1/2 METERS.  AS THE THE GROUND IN THE VICINITY IS RATHER ROUGH AND
 PD1170'MORE OR LESS COVERED WITH UNDERBRUSH, THE S MARK WAS NOT FOUND
 PD1170'AT FIRST, BECAUSE OF THE DISTANCE BEING CONSIDERABLY
 PD1170'GREATER THAN STATED.  AT THE STATION, THE BOLT, WITH BATTERED
 PD1170'HEAD, WAS STILL IN PLACE, ALSO THE ONE AT THE S MARK.  THE N
 PD1170'MARK HAD BEEN PARTLY CHIPPED AWAY AND ONLY THE ROUNDED BOTTOM
 PD1170'OF THE DRILL HOLE REMAINED.  THE REMAINS OF A BRACED-POLE SIGNAL
 PD1170'WERE FOUND ON THE LEDGE BACK OF THE STATION, AND THERE WAS A
 PD1170'SMALL CAIRN ABOUT 77 FEET N OF THE STATION IN LINE WITH THE N
 PD1170'MARK.
 PD1170
 PD1170                          STATION RECOVERY (1934)
 PD1170
 PD1170'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PD1170'STATION RECOVERED AS DESCRIBED.  IT IS ON A HILL ON THE W END OF
 PD1170'EPPING PLAINS ABOUT 6 MILES N BY W FROM CHERRYFIELD.
 PD1170'
 PD1170'STATION IS MARKED BY A COPPER BOLT SET IN A 3-FOOT SQUARE
 PD1170'PROJECTING PRISM OF LEDGE ABOUT 8 INCHES HIGH.  THE SIMILAR
 PD1170'PRISMS WHICH WERE MENTIONED IN THE ORIGINAL DESCRIPTION AS BEING
 PD1170'10 METERS N AND 10 METERS S WERE FOUND TO BE ABOUT 11 METERS N AND
 PD1170'16-1/2 METERS S OF THE STATION MARK.
 PD1170'
 PD1170'THE COPPER BOLT IS STILL IN PLACE IN THE S REFERENCE PRISM,
 PD1170'BUT THE BOLT IN THE N PRISM HAS BEEN REMOVED.  THE LINE BETWEEN
 PD1170'THE S BOLT AND THE HOLE IN THE N PRISM PASSES THROUGH
 PD1170'THE BOLT MARKING THE STATION AND IS APPROXIMATELY PERPENDICULAR
 PD1170'TO THE EPPING BASE LINE.
 PD1170'
 PD1170'TWO NEW REFERENCE MARKS, STANDARD DISKS WEDGED IN DRILL HOLES IN
 PD1170'OUTCROPPING BEDROCK WERE ESTABLISHED IN THE LEDGES AT THE TOP OF
 PD1170'THE HILL.
 PD1170'
 PD1170'TO REACH THE STATION, GO N ON HIGHWAY 193 FROM CHERRYFIELD, 6.5
 PD1170'MILES TO WAGON ROAD ON RIGHT.  THIS ROAD IS 0.5 MILE PAST A SMALL
 PD1170'BRIDGE.  FOLLOW THIS WAGON ROAD TO A FORK AND TAKE THE RIGHT FORK
 PD1170'INTO A BLUEBERRY FIELD.  THE STATION IS 1/4 MILE S OF THIS
 PD1170'POINT.  IT IS 25 FEET W OF THE SUMMIT OF THE HILL AND ABOUT 15
 PD1170'FEET LOWER IN ELEVATION.
 PD1170
 PD1170                          STATION RECOVERY (1963)
 PD1170
 PD1170'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (GAM)
 PD1170'THE STATION WAS RECOVERED AS DESCRIBED AND THE MARK WAS FOUND
 PD1170'IN GOOD CONDITION.
 PD1170'
 PD1170'THE OLD DESCRIPTION IS ADEQUATE.
 PD1170
 PD1170                          STATION RECOVERY (1964)
 PD1170
 PD1170'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WFD)
 PD1170'STATION MARK RECOVERED EXCEPT THAT THE ORIGINAL MARBLE
 PD1170'MONUMENT HAS BEEN PATCHED WITH PLASTER OF PARIS AND SET
 PD1170'OVER THE STATION MARK IN CONCRETE, SO THE COPPER BOLT IS
 PD1170'COVERED, AND IT IS NOT KNOWN WHETHER IT WAS ACCURATELY
 PD1170'CENTERED.  BOTH REFERENCE MARK DISKS WERE RECOVERED IN
 PD1170'GOOD CONDITION, BOTH 12-15 FEET HIGHER THAN THE STATION
 PD1170'MARK AND SET IN GRANITE OUTCROP.  THE TWO REFERENCE
 PD1170'POINTS WERE RECOVERED, ONE STILL CONTAINING THE COPPER
 PD1170'BOLT.  SOUTH MARKER IS ABOUT 5 FEET LOWER THAN THE
 PD1170'STATION MARK AND THE NORTH MARKER 10 FEET HIGHER.  DISTANCE
 PD1170'TO BOTH IN THE 1929 DESCRIPTION WERE SLOPE DISTANCES AND
 PD1170'COULD NOT BE CHECKED AT THIS TIME.
 PD1170'
 PD1170'TO REACH FROM THE INTERSECTION OF ROUTES 1 AND 193 IN
 PD1170'CHERRYFIELD, GO NORTH ON 193 FOR 7.2 MILES (CROSSING THE
 PD1170'CHERRYFIELD-DEBLOIS TOWN LINE AT 6.95 MILES) TO A DIRT ROAD ON
 PD1170'THE RIGHT, TURN RIGHT AND FOLLOW THE WINDING SINGLE-TRACK DIRT
 PD1170'ROAD FOR 0.9 MILE TO THE TOP OF THE GRADE AT A ROCKY KNOLL ON THE
 PD1170'RIGHT.  FROM HERE WALK SOUTH OVER THE TOP OF THE KNOLL FOR ABOUT
 PD1170'600 FEET TO THE STATION.
 PD1170
 PD1170                          STATION RECOVERY (1992)
 PD1170
 PD1170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 PD1170'THE STATION IS LOCATED ABOUT 12.8 KM (7.95 MI) NORTHWEST FROM
 PD1170'HARRINGTON, 9.6 KM (5.95 MI) NORTH FROM CHERRYFIELD AND ON A HILL AT
 PD1170'THE WEST END OF EPPING PLAINS.  OWNERSHIP--JASPER WYMAN AND SON,
 PD1170'MILBRIDGE ME 04658, PHONE 207-546-2311.
 PD1170'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE
 PD1170'HIGHWAY 193 IN THE CENTER OF CHERRYFIELD (THIS IS ONE BLOCK WEST OF
 PD1170'THE CHERRYSTONE POST OFFICE), GO NORTH ON STATE HIGHWAY 193 FOR 2.1
 PD1170'KM (1.30 MI) TO A PAVED ROAD ON THE RIGHT.  TURN RIGHT AND GO
 PD1170'NORTHEAST ON THE WINDING ROAD FOR 6.1 KM (3.80 MI) TO THE END OF
 PD1170'PAVEMENT. CONTINUE ON THE GRAVEL ROAD FOR 1.8 KM (1.10 MI) TO A FORK.
 PD1170'KEEP LEFT AND GO 0.3 KM (0.20 MI) (NOTE, BLUEBERRY FIELDS ON THE
 PD1170'LEFT, SMALL PINE TREES ON THE RIGHT) TO A REVERSE FORK.  KEEP LEFT
 PD1170'AND GO NORTHERLY FOR 1.0 KM (0.60 MI) TO A T-ROAD (WHITE SIGN
 PD1170'ATTACHED TO A WOOD POST ON THE LEFT WITH (C-SL-11-80 SOUTHBASE LINE)
 PD1170'ON IT). KEEP LEFT AND GO NORTHWESTERLY FOR 1.1 KM (0.70 MI) TO A
 PD1170'CROSSROAD WITH A SIGN LEFT (C-SL-13A-55 SOUTHBASE LINE).  CONTINUE
 PD1170'AHEAD FOR ABOUT 22.9 M (75.1 FT) TO ANOTHER CROSSROAD.  CONTINUE
 PD1170'AHEAD WESTERLY FOR 0.4 KM (0.25 MI) TO TO A FORK, DIM ROAD ON THE
 PD1170'RIGHT.  KEEP LEFT ON MAIN ROAD FOR 0.9 KM (0.55 MI) TO A T-ROAD.
 PD1170'TURN RIGHT FOR 0.5 KM (0.30 MI) TO SOME BUILDINGS ON THE RIGHT.
 PD1170'CONTINUE AHEAD ON GRAVEL ROAD PASSING MORE BUILDINGS FOR 1.0 KM
 PD1170'(0.60 MI) TO WHERE THE TREES OVERGROW THE ROAD ON BOTH SIDES.
 PD1170'SUGGEST 4 WHEEL DRIVE FROM HERE. CONTINUE AHEAD ON THE NARROW
 PD1170'OVERGROWN ROAD FOR 1.8 KM (1.10 MI) TO A SLIGHT CLEARING THROUGH THE
 PD1170'TREES ON THE LEFT AND A BLAZED PINE TREE.  FROM HERE PACK SOUTHWEST
 PD1170'THROUGH CLEARING FOR ABOUT 75 PACES TO THE STATION BELOW THE LARGE
 PD1170'ROCK LEDGE.  THERE IS AN ITALIAN MARBLE MONUMENT LAYING BESIDE THE
 PD1170'STATION 3.2 FT (1.0 M) BY 1.6 FT (0.5 M) SQUARE.
 PD1170'THE STATION IS A COPPER BOLT SET IN THE CENTER OF A 4 FT (1.2 M)
 PD1170'SQUARE GRANITE ROCK THAT PROJECTS 2 CM.  LOCATED 10.0 M (32.8 FT)
 PD1170'SOUTH-SOUTHWEST FROM AN 18-INCH BLAZED PINE TREE, 6.4 M (21.0 FT)
 PD1170'NORTHEAST FROM A LARGE BOULDER, 4.0 M (13.1 FT) SOUTH FROM THE ROCK
 PD1170'LEDGE, 0.3 M (1.0 FT) EAST-SOUTHEAST FROM THE MONUMENT AND ABOUT 4.6
 PD1170'M (15.1 FT) LOWER THAN THE HIGHEST POINT OF THE ROCK LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1144 ***********************************************************************
 PD1144  DESIGNATION -  EPPING WHITE CHURCH BELFRY
 PD1144  PID         -  PD1144
 PD1144  STATE/COUNTY-  ME/WASHINGTON
 PD1144  USGS QUAD   -  EPPING (1984)
 PD1144
 PD1144                         *CURRENT SURVEY CONTROL
 PD1144  ___________________________________________________________________
 PD1144* NAD 83(1996)-  44 40 58.96754(N)    067 46 46.52963(W)     ADJUSTED  
 PD1144* NAVD 88     -                                                        
 PD1144  ___________________________________________________________________
 PD1144  LAPLACE CORR-           5.85  (seconds)                    DEFLEC99
 PD1144  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 PD1144
 PD1144  HORZ ORDER  -  THIRD
 PD1144
 PD1144.The horizontal coordinates were established by classical geodetic methods
 PD1144.and adjusted by the National Geodetic Survey in March 1998..
 PD1144
 PD1144
 PD1144.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1144
 PD1144.The geoid height was determined by GEOID03.
 PD1144
 PD1144;                    North         East     Units Scale Factor Converg.
 PD1144;SPC ME E     -   113,176.893   357,108.523   MT  0.99994009   +0 30 23.7
 PD1144;UTM  19      - 4,948,466.226   596,715.769   MT  0.99971503   +0 51 29.7
 PD1144
 PD1144                          SUPERSEDED SURVEY CONTROL
 PD1144
 PD1144  NAD 83(1992)-  44 40 58.96450(N)    067 46 46.52785(W) AD(       ) 4
 PD1144  NAD 83(1986)-  44 40 58.96048(N)    067 46 46.53038(W) AD(       ) 4
 PD1144  NAD 27      -  44 40 58.65600(N)    067 46 48.52900(W) AD(       ) 3
 PD1144
 PD1144.Superseded values are not recommended for survey control.
 PD1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1144.See file dsdata.txt to determine how the superseded data were derived.
 PD1144
 PD1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK9671648466(NAD 83)
 PD1144
 PD1144  HISTORY     - Date     Condition        Report By
 PD1144  HISTORY     - 1934     MONUMENTED       CGS
 PD1144  HISTORY     - 1945     SEE DESCRIPTION  CGS
 PD1144  HISTORY     - 1959     SEE DESCRIPTION  CGS
 PD1144
 PD1144                          STATION DESCRIPTION
 PD1144
 PD1144'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PD1144'THE WHITE SQUARE CHURCH BELFRY IN EPPING.  THIS IS AN INTERSECTION
 PD1144'STATION.
 PD1144
 PD1144                          STATION RECOVERY (1945)
 PD1144
 PD1144'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (FLP)
 PD1144'CHURCH BELFRY RECOVERED IN GOOD CONDITION, UNDAMAGED IN 45
 PD1144'YEARS.  CROSBYS DESCRIPTION IS INADEQUATE.  HOWEVER, ACCORDING
 PD1144'TO LOCAL RESIDENTS THIS HAS BEEN THE ONLY CHURCH IN EPPING FOR
 PD1144'45 YEARS.
 PD1144'
 PD1144'BELFRY IS SQUARE WITH GREEN SHUTTERS IN ALL 4 SIDES AND IS OVER
 PD1144'THE S GABLE.  IT IS PAINTED WHITE AND IS ABOUT 25 METERS N OF
 PD1144'CENTER OF MACADEM ROAD.
 PD1144'
 PD1144'THIS CHURCH, KNOWN AS THE UNION CHURCH, IS 4 MILES (BY ROAD) NW
 PD1144'OF COLUMBIA FALLS.  IT IS ABOUT 70 MILES E OF ROAD INTERSECTION.
 PD1144
 PD1144                          STATION RECOVERY (1959)
 PD1144
 PD1144'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GFW)
 PD1144'STATION RECOVERED AS DESCRIBED IN THE RECOVERY NOTES OF F.L.P. IN
 PD1144'1945.  THE DESCRIPTION IS ADEQUATE WITH THE FOLLOWING
 PD1144'CORRECTION--THE CHURCH IS ABOUT 70 METERS E OF THE ROAD
 PD1144'INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ2706 ***********************************************************************
 AJ2706  CBN         -  This is a Cooperative Base Network Control Station.
 AJ2706  DESIGNATION -  ERICA
 AJ2706  PID         -  AJ2706
 AJ2706  STATE/COUNTY-  ME/PENOBSCOT
 AJ2706  USGS QUAD   -  PATTEN (1989)
 AJ2706
 AJ2706                         *CURRENT SURVEY CONTROL
 AJ2706  ___________________________________________________________________
 AJ2706* NAD 83(1996)-  45 57 14.84630(N)    068 27 08.90670(W)     ADJUSTED  
 AJ2706* NAVD 88     -       239.9    (meters)     787.     (feet)  GPS OBS   
 AJ2706  ___________________________________________________________________
 AJ2706  X           -   1,631,476.336 (meters)                     COMP
 AJ2706  Y           -  -4,131,690.305 (meters)                     COMP
 AJ2706  Z           -   4,561,859.119 (meters)                     COMP
 AJ2706  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AJ2706  ELLIP HEIGHT-         215.95  (meters)          (04/26/01) GPS OBS
 AJ2706  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 AJ2706
 AJ2706  HORZ ORDER  -  A
 AJ2706  ELLP ORDER  -  FOURTH    CLASS I
 AJ2706
 AJ2706.The horizontal coordinates were established by GPS observations
 AJ2706.and adjusted by the National Geodetic Survey in April 2001..
 AJ2706
 AJ2706.The orthometric height was determined by GPS observations and a
 AJ2706.high-resolution geoid model.
 AJ2706
 AJ2706.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2706
 AJ2706.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2706
 AJ2706.The ellipsoidal height was determined by GPS observations
 AJ2706.and is referenced to NAD 83.
 AJ2706
 AJ2706.The geoid height was determined by GEOID03.
 AJ2706
 AJ2706;                    North         East     Units Scale Factor Converg.
 AJ2706;SPC ME E     -   254,176.404   303,684.187   MT  0.99990017   +0 02 03.0
 AJ2706;UTM  19      - 5,089,096.099   542,431.203   MT  0.99962213   +0 23 36.8
 AJ2706
 AJ2706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2706!SPC ME E     -   0.99996615  x   0.99990017  =   0.99986632
 AJ2706!UTM  19      -   0.99996615  x   0.99962213  =   0.99958829
 AJ2706
 AJ2706                          SUPERSEDED SURVEY CONTROL
 AJ2706
 AJ2706.No superseded survey control is available for this station.
 AJ2706
 AJ2706_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL4243189096(NAD 83)
 AJ2706_MARKER: DD = SURVEY DISK
 AJ2706_SETTING: 66 = SET IN ROCK OUTCROP
 AJ2706_STAMPING: ERICA 2000
 AJ2706_MARK LOGO: MEDT  
 AJ2706_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2706_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ2706+STABILITY: POSITION/ELEVATION WELL
 AJ2706_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2706+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ2706
 AJ2706  HISTORY     - Date     Condition        Report By
 AJ2706  HISTORY     - 2000     MONUMENTED       MEDT
 AJ2706
 AJ2706                          STATION DESCRIPTION
 AJ2706
 AJ2706'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 2000 (TL)
 AJ2706'THE STATION IS LOCATED IN PATTEN, ON ASH HILL JUST NORTH OF A SCENIC
 AJ2706'TURNOUT.  TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 11 AND 159 IN
 AJ2706'PATTEN, GO SOUTH FOR 2.8 MI (4.5 KM) ON HIGHWAY 11 TO THE STATION ON
 AJ2706'THE RIGHT.  THE STATION IS SET IN A DRILL HOLE IN EXPOSED BEDROCK
 AJ2706'ABOUT 2 FT (0.6 M) LOWER THAN HIGHWAY.  LOCATED 45.6 FT (13.9 M)
 AJ2706'WEST-NORTHWEST OF THE CENTERLINE OF HIGHWAY, 43.31 FT (13.20 M)
 AJ2706'NORTH-NORTHEAST OF THE NORTHWESTERLY CORNER OF A PAVED SCENIC TURNOUT,
 AJ2706'22.31 FT (6.80 M) NORTH-NORTHWEST OF UTILITY POLE NUMBER 632 AND 12.98
 AJ2706'FT (3.96 M) WEST-NORTHWEST OF USGS STATION PATTEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0627 ***********************************************************************
 QF0627  DESIGNATION -  ERLE
 QF0627  PID         -  QF0627
 QF0627  STATE/COUNTY-  ME/WASHINGTON
 QF0627  USGS QUAD   -  VANCEBORO (1988)
 QF0627
 QF0627                         *CURRENT SURVEY CONTROL
 QF0627  ___________________________________________________________________
 QF0627* NAD 83(1996)-  45 35 53.35635(N)    067 29 38.07569(W)     ADJUSTED  
 QF0627* NAVD 88     -       116.     (meters)     381.     (feet)  SCALED    
 QF0627  ___________________________________________________________________
 QF0627  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 QF0627  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 QF0627
 QF0627  HORZ ORDER  -  THIRD
 QF0627
 QF0627.The horizontal coordinates were established by classical geodetic methods
 QF0627.and adjusted by the National Geodetic Survey in March 1998..
 QF0627
 QF0627.The orthometric height was scaled from a topographic map.
 QF0627
 QF0627.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0627
 QF0627.The geoid height was determined by GEOID03.
 QF0627
 QF0627;                    North         East     Units Scale Factor Converg.
 QF0627;SPC ME E     -   215,106.715   378,489.380   MT  0.99997572   +0 43 07.8
 QF0627;UTM  19      - 5,050,504.381   617,461.116   MT  0.99976963   +1 04 34.1
 QF0627
 QF0627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0627!SPC ME E     -   0.99998556  x   0.99997572  =   0.99996128
 QF0627!UTM  19      -   0.99998556  x   0.99976963  =   0.99975519
 QF0627
 QF0627|---------------------------------------------------------------------|
 QF0627| PID    Reference Object                     Distance      Geod. Az  |
 QF0627|                                                           dddmmss.s |
 QF0627| QF0624 REFERENCE MON 109                   315.900 METERS 02336     |
 QF0627| CE8853 ERLE RM                              36.323 METERS 30711     |
 QF0627| QF0629 REFERENCE MON 110=GREEN             APPROX. 0.5 KM 3462335.0 |
 QF0627|---------------------------------------------------------------------|
 QF0627
 QF0627                          SUPERSEDED SURVEY CONTROL
 QF0627
 QF0627  NAD 83(1992)-  45 35 53.35252(N)    067 29 38.07282(W) AD(       ) 3
 QF0627  NAD 83(1986)-  45 35 53.35662(N)    067 29 38.08361(W) AD(       ) 3
 QF0627  NAD 27      -  45 35 53.12621(N)    067 29 40.08363(W) AD(       ) 3
 QF0627
 QF0627.Superseded values are not recommended for survey control.
 QF0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0627.See file dsdata.txt to determine how the superseded data were derived.
 QF0627
 QF0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL1746150504(NAD 83)
 QF0627_MARKER: DD = SURVEY DISK
 QF0627_SETTING: 80 = SET IN A BOULDER
 QF0627_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF0627
 QF0627  HISTORY     - Date     Condition        Report By
 QF0627  HISTORY     - 1946     MONUMENTED       IBC
 QF0627  HISTORY     - 1955     GOOD             IBC
 QF0627
 QF0627                          STATION DESCRIPTION
 QF0627
 QF0627'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF0627'ON SE POINT OF THE LARGE WOODED ISLAND ON THE CANADIAN SIDE OF
 QF0627'SPEDNIK LAKE, FACING RM 109, ABOUT 1/6 MILE BELOW---THE NARROWS---.
 QF0627'THIS POINT IS COVERED BY HIGH WATER AND IS A SOLID ROCK FIELD AT LOW
 QF0627'WATER.  THE STATION IS ON A FLAT ROCK 9 FEET SQUARE AND 3 FEET HIGH,
 QF0627'100 FEET S OF THE E POINT OF TREES ON THE ISLAND, 100 FEET N OF THE
 QF0627'EXTREME POINT AT LOW WATER, 100 FEET OUTSIDE THE TREE AND
 QF0627'HIGH - WATER LINE W, 30 FEET INSIDE THE MEAN LOW - WATER LINE, AND
 QF0627'150 FEET N OF THE EXTREME SE POINT OF TREES ON THE ISLAND.
 QF0627'
 QF0627'STATION MARK IS AN IBC BRONZE STATION DISK SET IN A DRILL HOLE ON
 QF0627'THE LARGEST ROCK ON THE POINT.
 QF0627'
 QF0627'REFERENCE MARK IS A DRILL HOLE ON A POINTED ROCK ON THE
 QF0627'HIGH - WATER LINE, WITH A SHEER FACE TOWARD THE LAKE, 10 FEET LONG
 QF0627'AND 4 FEET HIGH WITH A ROUNDED SLOPE TOWARD THE LINE, 119.17 FEET
 QF0627'DISTANT FROM THE STATION.
 QF0627
 QF0627                          STATION RECOVERY (1955)
 QF0627
 QF0627'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF0627'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1085 ***********************************************************************
 PF1085  DESIGNATION -  ERMA
 PF1085  PID         -  PF1085
 PF1085  STATE/COUNTY-  ME/ANDROSCOGGIN
 PF1085  USGS QUAD   -  MINOT (1981)
 PF1085
 PF1085                         *CURRENT SURVEY CONTROL
 PF1085  ___________________________________________________________________
 PF1085* NAD 83(1996)-  44 04 35.50008(N)    070 19 40.94946(W)     ADJUSTED  
 PF1085* NAVD 88     -        96.0    (meters)     315.     (feet)  VERTCON   
 PF1085  ___________________________________________________________________
 PF1085  LAPLACE CORR-           3.69  (seconds)                    DEFLEC99
 PF1085  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 PF1085
 PF1085  HORZ ORDER  -  SECOND
 PF1085
 PF1085.The horizontal coordinates were established by classical geodetic methods
 PF1085.and adjusted by the National Geodetic Survey in March 1998..
 PF1085
 PF1085.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF1085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF1085
 PF1085.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1085
 PF1085.The geoid height was determined by GEOID03.
 PF1085
 PF1085;                    North         East     Units Scale Factor Converg.
 PF1085;SPC ME W     -   138,128.962   887,073.816   MT  0.99996872   -0 06 44.1
 PF1085;UTM  19      - 4,881,230.022   393,662.082   MT  0.99973907   -0 55 26.0
 PF1085
 PF1085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1085!SPC ME W     -   0.99998910  x   0.99996872  =   0.99995782
 PF1085!UTM  19      -   0.99998910  x   0.99973907  =   0.99972817
 PF1085
 PF1085|---------------------------------------------------------------------|
 PF1085| PID    Reference Object                     Distance      Geod. Az  |
 PF1085|                                                           dddmmss.s |
 PF1085| PF1086 ERMA RM 1                             5.623 METERS 18456     |
 PF1085| PF1082 ERMA AZ MK                          APPROX. 0.7 KM 2472036.1 |
 PF1085| CE7931 ERMA RM 2                             8.048 METERS 27038     |
 PF1085|---------------------------------------------------------------------|
 PF1085
 PF1085                          SUPERSEDED SURVEY CONTROL
 PF1085
 PF1085  NAD 83(1992)-  44 04 35.49909(N)    070 19 40.94936(W) AD(       ) 2
 PF1085  NAD 83(1986)-  44 04 35.50543(N)    070 19 40.95349(W) AD(       ) 2
 PF1085  NAD 27      -  44 04 35.24238(N)    070 19 42.75246(W) AD(       ) 2
 PF1085  NGVD 29 (07/19/86)   96.2    (m)          316.     (f) VERT ANG       
 PF1085
 PF1085.Superseded values are not recommended for survey control.
 PF1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1085.See file dsdata.txt to determine how the superseded data were derived.
 PF1085
 PF1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9366281230(NAD 83)
 PF1085_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PF1085_SETTING: 66 = SET IN ROCK OUTCROP
 PF1085
 PF1085  HISTORY     - Date     Condition        Report By
 PF1085  HISTORY     - 1977     MONUMENTED       NGS
 PF1085
 PF1085                          STATION DESCRIPTION
 PF1085
 PF1085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLO)
 PF1085'THE STATION IS LOCATED IN THE TOWN OF MINOT, 5 MILES SOUTHWEST
 PF1085'OF AUBURN, 4 MILES SOUTHEAST OF MECHANIC FALLS, 5 MILES
 PF1085'NORTHWEST OF DANVILLE JUNCTION AND 3.5 MILES NORTHEAST OF
 PF1085'POLAND. THE STATION IS ON PROPERTY OF STEVE KEITH.
 PF1085'
 PF1085'TO REACH THE STATION FROM THE POST OFFICE IN MINOT, JUST
 PF1085'EAST OF THE JUNCTION OF STATE ROUTES 11, 121 AND 119, GO
 PF1085'EAST ON STATE ROUTE 11 AND 121 FOR 0.3 MILE TO A FORK, TURN
 PF1085'RIGHT, GO 0.35 MILE TO A T-INTERSECTION. TURN RIGHT AND
 PF1085'GO SOUTH FOR 0.65 MILE TO (LANE CEMETERY) ON THE RIGHT. TURN
 PF1085'RIGHT JUST BEYOND THE CEMETERY INTO THE FIELD AND GO UPHILL
 PF1085'TO THE STATION IN LEDGE OUTCROP NEAR THE WEST CORNER OF THE
 PF1085'CEMETERY.
 PF1085'
 PF1085'TO REACH THE AZIMUTH FROM THE STATION GO BACK TO THE HIGHWAY,
 PF1085'TURN RIGHT AND GO 0.5 MILE TO A PAVED ROAD ON THE RIGHT JUST
 PF1085'AFTER CROSSING THE RAILROAD TRACKS. TURN RIGHT, GO NORTHWEST
 PF1085'FOR 0.5 MILE TO THE AZIMUTH ON THE LEFT OPPOSITE A GRAVEL
 PF1085'ROAD ON THE RIGHT.
 PF1085'
 PF1085'THE STATION MARK, STAMPED---ERMA 1976---, IS A STANDARD
 PF1085'DISK. IT IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 PF1085'WHICH IS FLUSH WITH THE GROUND SURFACE.
 PF1085'THE DISK IS 4.4 FEET NORTHWEST OF A METAL
 PF1085'WITNESS POST, 37 FEET NORTHWEST OF THE WEST CORNER OF THE
 PF1085'CEMETERY FENCE AND 39 FEET SOUTHWEST OF A WIRE FENCE.
 PF1085'
 PF1085'REFERENCE MARK 1, STAMPED---ERMA NO 1 1976---, IS A STANDARD
 PF1085'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS
 PF1085'FLUSH WITH THE GROUND SURFACE. IT IS 18.8 FEET WEST OF A
 PF1085'METAL WITNESS POST AND 35.4 FEET WEST-NORTHWEST OF THE WEST
 PF1085'CORNER OF THE CEMETERY FENCE.
 PF1085'
 PF1085'REFERENCE MARK 2, STAMPED---ERMA NO 2 1976---, IS A STANDARD
 PF1085'DISK CEMENTED IN A DRILL HOLE IN A 4-FOOT BY 4-FOOT BOULDER
 PF1085'WHICH PROJECTS ABOUT 3 FEET ABOVE THE GROUND SURFACE. IT IS
 PF1085'30.8 FEET NORTHWEST OF A METAL WITNESS POST, 38 FEET SOUTHWEST
 PF1085'OF A WIRE FENCE AND ABOUT 5 FEET BELOW THE STATION.
 PF1085'
 PF1085'THE AZIMUTH MARK, STAMPED---ERMA 1977---, IS A STANDARD
 PF1085'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST
 PF1085'WHICH IS FLUSH WITH THE GROUND SURFACE. IT IS 3.5 FEET
 PF1085'NORTHEAST OF A METAL WITNESS POST, 11 FEET WEST OF POWER
 PF1085'POLE NUMBER 011 AND 29 FEET SOUTHWEST OF THE CENTERLINE
 PF1085'OF THE ROAD.
 PF1085'
 PF1085'THE HEIGHT OF THE LIGHT ABOVE THE STATION WAS 1.25 METERS.
 PF1085'
 PF1085'DESCRIBED BY JERRY E. ELLINGWOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1082 ***********************************************************************
 PF1082  DESIGNATION -  ERMA AZ MK
 PF1082  PID         -  PF1082
 PF1082  STATE/COUNTY-  ME/ANDROSCOGGIN
 PF1082  USGS QUAD   -  MINOT (1981)
 PF1082
 PF1082                         *CURRENT SURVEY CONTROL
 PF1082  ___________________________________________________________________
 PF1082* NAD 83(1996)-  44 04 26.53168(N)    070 20 10.74765(W)     ADJUSTED  
 PF1082* NAVD 88     -        79.8    (meters)     262.     (feet)  VERTCON   
 PF1082  ___________________________________________________________________
 PF1082  LAPLACE CORR-           3.43  (seconds)                    DEFLEC99
 PF1082  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 PF1082
 PF1082  HORZ ORDER  -  SECOND
 PF1082
 PF1082.The horizontal coordinates were established by classical geodetic methods
 PF1082.and adjusted by the National Geodetic Survey in March 1998..
 PF1082
 PF1082.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF1082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF1082
 PF1082.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1082
 PF1082.The geoid height was determined by GEOID03.
 PF1082
 PF1082;                    North         East     Units Scale Factor Converg.
 PF1082;SPC ME W     -   137,853.495   886,410.233   MT  0.99996894   -0 07 04.8
 PF1082;UTM  19      - 4,880,964.043   392,994.816   MT  0.99974082   -0 55 46.6
 PF1082
 PF1082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1082!SPC ME W     -   0.99999164  x   0.99996894  =   0.99996058
 PF1082!UTM  19      -   0.99999164  x   0.99974082  =   0.99973246
 PF1082
 PF1082:                Primary Azimuth Mark                     Grid Az
 PF1082:SPC ME W     -  ERMA                                     067 27 20.2
 PF1082:UTM  19      -  ERMA                                     068 16 02.0
 PF1082
 PF1082|---------------------------------------------------------------------|
 PF1082| PID    Reference Object                     Distance      Geod. Az  |
 PF1082|                                                           dddmmss.s |
 PF1082| PF1085 ERMA                                APPROX. 0.7 KM 0672015.4 |
 PF1082|---------------------------------------------------------------------|
 PF1082
 PF1082                          SUPERSEDED SURVEY CONTROL
 PF1082
 PF1082  NAD 83(1992)-  44 04 26.53071(N)    070 20 10.74757(W) AD(       ) 2
 PF1082  NAD 83(1986)-  44 04 26.53707(N)    070 20 10.75171(W) AD(       ) 2
 PF1082  NAD 27      -  44 04 26.27414(N)    070 20 12.54972(W) AD(       ) 2
 PF1082  NGVD 29 (07/19/86)   80.0    (m)          262.     (f) VERT ANG       
 PF1082
 PF1082.Superseded values are not recommended for survey control.
 PF1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1082.See file dsdata.txt to determine how the superseded data were derived.
 PF1082
 PF1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9299580964(NAD 83)
 PF1082_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PF1082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PF1082_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PF1082
 PF1082  HISTORY     - Date     Condition        Report By
 PF1082  HISTORY     - 1977     MONUMENTED       NGS
 PF1082
 PF1082                          STATION DESCRIPTION
 PF1082
 PF1082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (ALB)
 PF1082'THIS STATION WAS ESTABLISHED BY AN EDM MEASUREMENT FROM
 PF1082'TRIANGULATION STATION ERMA. SEE DESCRIPTION THEREOF.
 PF1082'
 PF1082'DESCRIBED BY JERRY E. ELLINGWOOD.
 PF1082'
 PF1082'THE HEIGHT OF LIGHT ABOVE THE STATION WAS 1.0 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2181 ***********************************************************************
 PE2181  DESIGNATION -  ERSKINE
 PE2181  PID         -  PE2181
 PE2181  STATE/COUNTY-  ME/WALDO
 PE2181  USGS QUAD   -  BUCKSPORT (1982)
 PE2181
 PE2181                         *CURRENT SURVEY CONTROL
 PE2181  ___________________________________________________________________
 PE2181* NAD 83(1996)-  44 32 02.96824(N)    068 48 53.72670(W)     ADJUSTED  
 PE2181* NAVD 88     -        98.     (meters)     322.     (feet)  SCALED    
 PE2181  ___________________________________________________________________
 PE2181  LAPLACE CORR-           3.07  (seconds)                    DEFLEC99
 PE2181  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 PE2181
 PE2181  HORZ ORDER  -  SECOND
 PE2181
 PE2181.The horizontal coordinates were established by classical geodetic methods
 PE2181.and adjusted by the National Geodetic Survey in March 1998..
 PE2181
 PE2181.The orthometric height was scaled from a topographic map.
 PE2181
 PE2181.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2181
 PE2181.The geoid height was determined by GEOID03.
 PE2181
 PE2181;                    North         East     Units Scale Factor Converg.
 PE2181;SPC ME E     -    96,429.193   274,971.354   MT  0.99990770   -0 13 15.1
 PE2181;UTM  19      - 4,931,220.017   514,704.527   MT  0.99960266   +0 07 47.3
 PE2181
 PE2181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2181!SPC ME E     -   0.99998860  x   0.99990770  =   0.99989630
 PE2181!UTM  19      -   0.99998860  x   0.99960266  =   0.99959126
 PE2181
 PE2181:                Primary Azimuth Mark                     Grid Az
 PE2181:SPC ME E     -  BUCKSPORT RESET                          023 00 25.3
 PE2181:UTM  19      -  BUCKSPORT RESET                          022 39 22.9
 PE2181
 PE2181|---------------------------------------------------------------------|
 PE2181| PID    Reference Object                     Distance      Geod. Az  |
 PE2181|                                                           dddmmss.s |
 PE2181| PE2192 BUCKSPORT RESET                     APPROX. 5.4 KM 0224710.2 |
 PE2181| PE2188 ODENS ODOM LEDGE BEACON             APPROX. 2.4 KM 1512940.1 |
 PE2181| CE7932 ERSKINE RM 1                          8.090 METERS 29246     |
 PE2181| CE7933 ERSKINE RM 2                          8.404 METERS 34425     |
 PE2181|---------------------------------------------------------------------|
 PE2181
 PE2181                          SUPERSEDED SURVEY CONTROL
 PE2181
 PE2181  NAD 83(1992)-  44 32 02.96627(N)    068 48 53.71152(W) AD(       ) 2
 PE2181  NAD 83(1986)-  44 32 02.96593(N)    068 48 53.71360(W) AD(       ) 2
 PE2181  NAD 27      -  44 32 02.69700(N)    068 48 55.59800(W) AD(       ) 2
 PE2181
 PE2181.Superseded values are not recommended for survey control.
 PE2181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2181.See file dsdata.txt to determine how the superseded data were derived.
 PE2181
 PE2181_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1470531220(NAD 83)
 PE2181
 PE2181  HISTORY     - Date     Condition        Report By
 PE2181  HISTORY     - 1934     MONUMENTED       CGS
 PE2181  HISTORY     - 1957     SEE DESCRIPTION  CGS
 PE2181
 PE2181                          STATION DESCRIPTION
 PE2181
 PE2181'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2181'THE STATION IS ON A HIGH GRANITE LEDGE HILL ON THE W SHORE OF THE
 PE2181'PENOBSCOT RIVER, 2 MILES S OF THE WALDO-HANCOCK BRIDGE.  THE
 PE2181'HILL IS NOW OWNED BY ADELAIDE MURRAY, DAUGHTER OF ROBERT ERSKINE.
 PE2181'
 PE2181'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN
 PE2181'DRILL HOLES IN OUTCROPPING BEDROCK.
 PE2181'
 PE2181'THE STATION MARK IS 6.8 FEET NE OF A SHARP 1 FOOT DROP IN THE
 PE2181'LEDGE AT ITS SW END.
 PE2181'
 PE2181'REFERENCE MARK NO.1 IS WNW OF STATION AND IN SAME LEDGE. IT IS
 PE2181'3 FEET FROM END OF W SLOPE.
 PE2181'
 PE2181'REFERENCE MARK NO.2 IS NNW OF STATION AND 24 FEET NE OF SAME
 PE2181'SLOPE AS REFERENCE MARK NO.1 IS REFERRED FROM.
 PE2181'
 PE2181'TO REACH FROM W END OF WALDO-HANCOCK BRIDGE TURN LEFT ONTO
 PE2181'HIGHWAY 3.  PROCEED 1.6 MILES AND TURN RIGHT OFF MAIN HIGHWAY
 PE2181'ONTO DIRT ROAD.  PROCEED 0.1 TO FORK IN ROAD.  TAKE LEFT FORK
 PE2181'0.25 MILE TO HOUSE OF ADELAIDE MURRAY ON E SIDE OF ROAD.
 PE2181'
 PE2181'TO REACH SUMMIT AND STATION FROM HER HOUSE ON E SIDE OF ROAD, GO
 PE2181'W PAST BARN 200 YARDS THROUGH SMALL FIELD TO EDGE OF WOODS,
 PE2181'PROCEED WESTERLY UP STEEP GRANITE FACE SLOPE TO TOP OF HILL.  THE
 PE2181'STATION IS IN THE LEDGE 200 FEET W OF THIS POINT.  THE LEDGE
 PE2181'IS 17 FEET NE OF A STEEP SLOPE ON THE W SIDE OF HILL, AT THE
 PE2181'BOTTOM OF WHICH IS AN ARTIFICIAL DUCK POND 3/4 MILE BY 1/4 MILE,
 PE2181'DRAINING SW.
 PE2181
 PE2181                          STATION RECOVERY (1957)
 PE2181
 PE2181'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 PE2181'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 PE2181'GOOD CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE
 PE2181'MEASURED AND FOUND CORRECT.  THE 1934 DESCRIPTION BY K.G.C. IS
 PE2181'ADEQUATE AND COMPLETE.
 PE2181'
 PE2181'THE STATION MARK AND REFERENCE MARKS ARE STAMPED ERSKINE 1934,
 PE2181'ERSKINE NO. 1 1934 AND ERSKINE NO. 2, 1934 RESPECTIVELY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2692 ***********************************************************************
 OC2692  DESIGNATION -  ESTES
 OC2692  PID         -  OC2692
 OC2692  STATE/COUNTY-  ME/CUMBERLAND
 OC2692  USGS QUAD   -  LIMINGTON (1983)
 OC2692
 OC2692                         *CURRENT SURVEY CONTROL
 OC2692  ___________________________________________________________________
 OC2692* NAD 83(1996)-  43 44 09.54276(N)    070 38 32.68055(W)     ADJUSTED  
 OC2692* NAVD 88     -        85.3    (meters)     280.     (feet)  VERTCON   
 OC2692  ___________________________________________________________________
 OC2692  LAPLACE CORR-           3.35  (seconds)                    DEFLEC99
 OC2692  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 OC2692
 OC2692  HORZ ORDER  -  SECOND
 OC2692
 OC2692.The horizontal coordinates were established by classical geodetic methods
 OC2692.and adjusted by the National Geodetic Survey in March 1998..
 OC2692
 OC2692.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2692
 OC2692.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2692
 OC2692.The geoid height was determined by GEOID03.
 OC2692
 OC2692;                    North         East     Units Scale Factor Converg.
 OC2692;SPC ME W     -   100,389.612   861,674.797   MT  0.99998473   -0 19 44.1
 OC2692;UTM  19      - 4,843,860.593   367,737.802   MT  0.99981517   -1 08 08.2
 OC2692
 OC2692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2692!SPC ME W     -   0.99999083  x   0.99998473  =   0.99997556
 OC2692!UTM  19      -   0.99999083  x   0.99981517  =   0.99980600
 OC2692
 OC2692|---------------------------------------------------------------------|
 OC2692| PID    Reference Object                     Distance      Geod. Az  |
 OC2692|                                                           dddmmss.s |
 OC2692| CE8137 ESTES RM 1                           15.070 METERS 02956     |
 OC2692| OC2693 ESTES AZ MK                         371.112 METERS 24411     |
 OC2692| CE8138 ESTES RM 2                            8.293 METERS 28457     |
 OC2692|---------------------------------------------------------------------|
 OC2692
 OC2692                          SUPERSEDED SURVEY CONTROL
 OC2692
 OC2692  NAD 83(1992)-  43 44 09.54173(N)    070 38 32.68218(W) AD(       ) 2
 OC2692  NAD 83(1986)-  43 44 09.54873(N)    070 38 32.68760(W) AD(       ) 2
 OC2692  NAD 27      -  43 44 09.26910(N)    070 38 34.48434(W) AD(       ) 2
 OC2692  NGVD 29 (07/19/86)   85.5    (m)          281.     (f) VERT ANG       
 OC2692
 OC2692.Superseded values are not recommended for survey control.
 OC2692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2692.See file dsdata.txt to determine how the superseded data were derived.
 OC2692
 OC2692_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ6773843861(NAD 83)
 OC2692_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OC2692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC2692_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC2692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OC2692+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2005
 OC2692
 OC2692  HISTORY     - Date     Condition        Report By
 OC2692  HISTORY     - 1976     MONUMENTED       NGS
 OC2692  HISTORY     - 20050723 GOOD             GEOCAC
 OC2692
 OC2692                          STATION DESCRIPTION
 OC2692
 OC2692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2692'THE STATION IS LOCATED ABOUT 4 MILES EAST OF LIMINGTON, 5.5
 OC2692'MILES NORTHWEST OF WEST BUXTON AND 6.5 MILES WEST-SOUTHWEST OF
 OC2692'SEBAGO LAKE VILLAGE IN THE RIGHT OF WAY OF STATE ROUTE 25.
 OC2692'
 OC2692'TO REACH THE STATION FROM THE
 OC2692'JUNCTION OF STATE ROUTES 11 AND 25 IN EAST LIMINGTON, GO EAST
 OC2692'ON ROUTE 25 FOR 1.75 MILES TO A BRIDGE OVER THE SACO RIVER.
 OC2692'CONTINUE EAST ON ROUTE 25 FOR 0.25 MILE TO THE AZIMUTH MARK
 OC2692'ON THE LEFT. CONTINUE EAST ON ROUTE 25 FOR 0.25 MILE TO
 OC2692'THE STATION MARK ON THE LEFT
 OC2692'JUST BEYOND THE STORE OF RALPH D. ESTES.
 OC2692'
 OC2692'THE STATION MARKS ARE STANDARD DISKS STAMPED---ESTES 1976---.
 OC2692'THE SURFACE MARK IS SET IN THE
 OC2692'TOP OF A 12-INCH CYLINDRICAL CONCRETE POST WHICH IS FLUSH
 OC2692'WITH THE GROUND SURFACE. IT IS 27.0 FEET NORTH OF THE
 OC2692'CENTERLINE OF ROUTE 25, 5.5 FEET WEST OF POWER POLE 81/154
 OC2692'AND 112.5 FEET EAST OF POWER POLE 80/155.  THE UNDERGROUND
 OC2692'MARK IS SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES
 OC2692'BELOW THE GROUND SURFACE.
 OC2692'
 OC2692'REFERENCE MARK 1, STAMPED---ESTES NO 1 1976---, IS A STANDARD
 OC2692'DISK CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS
 OC2692'ABOUT 1.5 FEET ABOVE THE GROUND SURFACE. IT IS 56.0 FEET
 OC2692'NORTH OF THE CENTERLINE OF ROUTE 25, 43.5 FEET NORTHEAST OF
 OC2692'POWER POLE 81/154 AND 107.0 FEET WEST-NORTHWEST OF POWER POLE
 OC2692'82/153.
 OC2692'
 OC2692'REFERENCE MARK 2, STAMPED---ESTES NO 2 1976---, IS A STANDARD
 OC2692'DISK CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS
 OC2692'ABOUT 3 INCHES ABOVE THE GROUND SURFACE. IT IS 44.0 FEET
 OC2692'NORTH OF THE CENTERLINE OF ROUTE 25, 31.0 FEET NORTHWEST OF
 OC2692'POWER POLE 81/154 AND 92.0 FEET EAST-NORTHEAST OF POWER POLE
 OC2692'80/155.
 OC2692'
 OC2692'THE AZIMUTH MARK, STAMPED---ESTES AZ 1976---, IS A STANDARD
 OC2692'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN A BOULDER
 OC2692'WHICH PROJECTS ABOUT 1 FOOT ABOVE THE GROUND SURFACE.
 OC2692'IT IS 56.0 FEET NORTH OF THE CENTERLINE OF ROUTE 25, 98.5
 OC2692'FEET EAST-NORTHEAST OF POWER POLE 74/161 AND 128.0 FEET WEST-
 OC2692'NORTHWEST OF POWER POLE 75/160.
 OC2692'
 OC2692'THE HEIGHT OF LIGHT ABOVE THE STATION WAS 1.2 METERS.
 OC2692'
 OC2692'DESCRIBED BY JOHN R. HIGGINS.
 OC2692
 OC2692                          STATION RECOVERY (2005)
 OC2692
 OC2692'RECOVERY NOTE BY GEOCACHING 2005 (JKS)
 OC2692'THIS IS ON PRIVATE PROPERTY. RECOVERED WITH OWNERS PERMISSION.
 OC2692' 
 OC2692'OC2692, ESTES 1976, MAIN STATION, RECOVERED IN GOOD CONDITION AT THE
 OC2692'DESCRIBED LOCATION BUT IS NOW 4-5 INCHES BELOW THE SURFACE OF THE
 OC2692'GROUND.
 OC2692' 
 OC2692'ESTES NO.1 1976, WAS RECOVERED IN GOOD CONDITION AT THE DESCRIBED
 OC2692'LOCATION.
 OC2692' 
 OC2692'ESTES NO.2 1976, WAS RECOVERED IN GOOD CONDITION AT THE DESCRIBED
 OC2692'LOCATION. THE LETTERS E,S AND THE NUMBERS 9 AND 6 ARE ALL DOUBLE
 OC2692'STAMPED.
 OC2692' 
 OC2692'OC2693, ESTES AZ 1976, WAS RECOVERED IN GOOD CONDITION AT THE
 OC2692'DESCRIBED LOCATION.
 OC2692' 
 OC2692'SUBMITTED BY J.K. SNYDER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2693 ***********************************************************************
 OC2693  DESIGNATION -  ESTES AZ MK
 OC2693  PID         -  OC2693
 OC2693  STATE/COUNTY-  ME/CUMBERLAND
 OC2693  USGS QUAD   -  LIMINGTON (1983)
 OC2693
 OC2693                         *CURRENT SURVEY CONTROL
 OC2693  ___________________________________________________________________
 OC2693* NAD 83(1996)-  43 44 04.30568(N)    070 38 47.60859(W)     ADJUSTED  
 OC2693* NAVD 88     -        81.7    (meters)     268.     (feet)  VERTCON   
 OC2693  ___________________________________________________________________
 OC2693  LAPLACE CORR-           3.29  (seconds)                    DEFLEC99
 OC2693  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 OC2693
 OC2693  HORZ ORDER  -  SECOND
 OC2693
 OC2693.The horizontal coordinates were established by classical geodetic methods
 OC2693.and adjusted by the National Geodetic Survey in March 1998..
 OC2693
 OC2693.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2693
 OC2693.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2693
 OC2693.The geoid height was determined by GEOID03.
 OC2693
 OC2693;                    North         East     Units Scale Factor Converg.
 OC2693;SPC ME W     -   100,229.911   861,339.811   MT  0.99998504   -0 19 54.3
 OC2693;UTM  19      - 4,843,705.650   367,400.658   MT  0.99981627   -1 08 18.5
 OC2693
 OC2693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2693!SPC ME W     -   0.99999139  x   0.99998504  =   0.99997643
 OC2693!UTM  19      -   0.99999139  x   0.99981627  =   0.99980766
 OC2693
 OC2693|---------------------------------------------------------------------|
 OC2693| PID    Reference Object                     Distance      Geod. Az  |
 OC2693|                                                           dddmmss.s |
 OC2693| OC2692 ESTES                               371.112 METERS 06411     |
 OC2693|---------------------------------------------------------------------|
 OC2693
 OC2693                          SUPERSEDED SURVEY CONTROL
 OC2693
 OC2693  NAD 83(1992)-  43 44 04.30465(N)    070 38 47.61023(W) AD(       ) 2
 OC2693  NAD 83(1986)-  43 44 04.31169(N)    070 38 47.61560(W) AD(       ) 2
 OC2693  NAD 27      -  43 44 04.03213(N)    070 38 49.41192(W) AD(       ) 2
 OC2693  NGVD 29 (07/19/86)   81.9    (m)          269.     (f) VERT ANG       
 OC2693
 OC2693.Superseded values are not recommended for survey control.
 OC2693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2693.See file dsdata.txt to determine how the superseded data were derived.
 OC2693
 OC2693_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ6740143706(NAD 83)
 OC2693_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OC2693_SETTING: 80 = SET IN A BOULDER
 OC2693_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 OC2693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OC2693+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2005
 OC2693
 OC2693  HISTORY     - Date     Condition        Report By
 OC2693  HISTORY     - 1976     MONUMENTED       NGS
 OC2693  HISTORY     - 20050723 GOOD             GEOCAC
 OC2693
 OC2693                          STATION DESCRIPTION
 OC2693
 OC2693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2693'THIS STATION WAS ESTABLISHED BY AN EDM MEASUREMENT FROM
 OC2693'TRAVERSE STATION ESTES. SEE DESCRIPTION THEREOF.
 OC2693'
 OC2693'DESCRIBED BY JERRY E. ELLINGWOOD.
 OC2693'
 OC2693'THE HEIGHT OF LIGHT ABOVE THE STATION WAS 1.0 METER.
 OC2693
 OC2693                          STATION RECOVERY (2005)
 OC2693
 OC2693'RECOVERY NOTE BY GEOCACHING 2005 (JKS)
 OC2693'RECOVERED AT THE DESCRIBED LOCATION IN GOOD CONDITION. SUBMITTED BY
 OC2693'J.K. SNYDER
 OC2693' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0764 ***********************************************************************
 PD0764  DESIGNATION -  ESTY 1861
 PD0764  PID         -  PD0764
 PD0764  STATE/COUNTY-  ME/WASHINGTON
 PD0764  USGS QUAD   -  EASTPORT (1977)
 PD0764
 PD0764                         *CURRENT SURVEY CONTROL
 PD0764  ___________________________________________________________________
 PD0764* NAD 83(1996)-  44 53 32.37687(N)    066 59 50.31543(W)     ADJUSTED  
 PD0764* NAVD 88     -                                                        
 PD0764  ___________________________________________________________________
 PD0764  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 PD0764  GEOID HEIGHT-         -22.44  (meters)                     GEOID03
 PD0764
 PD0764  HORZ ORDER  -  THIRD
 PD0764
 PD0764.The horizontal coordinates were established by classical geodetic methods
 PD0764.and adjusted by the National Geodetic Survey in March 1998..
 PD0764
 PD0764
 PD0764.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0764
 PD0764.The geoid height was determined by GEOID03.
 PD0764
 PD0764;                    North         East     Units Scale Factor Converg.
 PD0764;SPC ME E     -   137,277.573   418,692.265   MT  1.00007318   +1 03 38.5
 PD0764;UTM  19      - 4,972,940.384   658,138.137   MT  0.99990751   +1 24 49.5
 PD0764
 PD0764                          SUPERSEDED SURVEY CONTROL
 PD0764
 PD0764  NAD 83(1992)-  44 53 32.36664(N)    066 59 50.31712(W) AD(       ) 3
 PD0764  NAD 83(1986)-  44 53 32.36520(N)    066 59 50.31425(W) AD(       ) 3
 PD0764  NAD 27      -  44 53 32.37300(N)    066 59 52.61800(W) AD(       ) 3
 PD0764  NGVD 29 (09/20/87)   28.5    (m)           94.     (f) VERT ANG       
 PD0764
 PD0764.Superseded values are not recommended for survey control.
 PD0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0764.See file dsdata.txt to determine how the superseded data were derived.
 PD0764
 PD0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5813872940(NAD 83)
 PD0764_MARKER: H = DRILL HOLE
 PD0764_SETTING: 66 = SET IN ROCK OUTCROP
 PD0764_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 PD0764_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0764_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0764+STABILITY: POSITION/ELEVATION WELL
 PD0764
 PD0764  HISTORY     - Date     Condition        Report By
 PD0764  HISTORY     - 1861     MONUMENTED       CGS
 PD0764  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0764  HISTORY     - 1972     SEE DESCRIPTION  LOCENG
 PD0764  HISTORY     - 1985     GOOD             NOS
 PD0764
 PD0764                          STATION DESCRIPTION
 PD0764
 PD0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0764'STATION IS ON THE SUMMIT OF THE MOST S KNOLL ON THE SW POINT OF
 PD0764'MOOSE ISLAND IN PASSAMAQUODDY BAY, 0.1 MILE W OF ESTES HEAD, AND
 PD0764'1.1 MILES SW OF EASTPORT, MAINE.  THE STATION IS AT THE SOUTHERN
 PD0764'END OF A LONG, NARROW STRIP OF LEDGE RUNNING S FROM THE SUMMIT,
 PD0764'AND ABOUT 2 FEET LOWER THAN THE SUMMIT.  IT IS 4.7 METERS S OF
 PD0764'THE SUMMIT AND 3 METERS E OF THE EDGE OF A VERY STEEP SLOPE TO
 PD0764'THE WESTWARD.
 PD0764'
 PD0764'STATION MARK IS A 1/2-INCH DRILL HOLE, 1 INCH DEEP, SURROUNDED
 PD0764'BY A 7-INCH TRIANGLE CUT IN THE ROCK.  THIS IS A U.S.C. AND
 PD0764'G.S. STATION.
 PD0764
 PD0764                          STATION RECOVERY (1972)
 PD0764
 PD0764'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972
 PD0764'DRILL HOLE RECOVERED AND IN EXCELLENT CONDITION.
 PD0764
 PD0764                          STATION RECOVERY (1985)
 PD0764
 PD0764'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1985 (WVH)
 PD0764'THE STATION WAS RECOVERED AT THIS DATE.
 PD0764'IT WAS RECOVERED AS DESCRIBED, THE TRIANGLE IS FAINT.  IN ADDITION
 PD0764'A REFERENCE MARK WAS FOUND.  THE REFERENCE MARK IS A U S ARMY,CORPS
 PD0764'OF ENGINEERS, WAR DEPARTMENT, BRONZE REFERENCE MARK, STAMPED---ESTY
 PD0764'2 1957 29.42 FT TO STA---.  THE MAGNETIC BEARING FROM THE REFERENCE
 PD0764'MARK TO THE STATION IS 213 DEG.  THE RM IS NEAR THE HIGHEST POINT.
 PD0764'
 PD0764'TO REACH THE STATION BY BOAT, LAND AT THE GRAVEL BEACH, NEAR AN
 PD0764'ABANDONED CABIN AND JUST EAST OF THE POINT AND PACK UP ALONG RIDGE
 PD0764'PATH TO STATION.  THERE IS ALSO A DIRT ROAD WITHIN 0.2 MILES OF THE
 PD0764'STATION.
 PD0764'
 PD0764'DESCRIBED BY G.E.L.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1050 ***********************************************************************
 PF1050  DESIGNATION -  ET 12 MAX 1963
 PF1050  PID         -  PF1050
 PF1050  STATE/COUNTY-  ME/ANDROSCOGGIN
 PF1050  USGS QUAD   -  TURNER CENTER (1967)
 PF1050
 PF1050                         *CURRENT SURVEY CONTROL
 PF1050  ___________________________________________________________________
 PF1050* NAD 83(1996)-  44 15 30.94310(N)    070 07 51.38270(W)     ADJUSTED  
 PF1050* NAVD 88     -       195.     (meters)     640.     (feet)  SCALED    
 PF1050  ___________________________________________________________________
 PF1050  LAPLACE CORR-           3.63  (seconds)                    DEFLEC99
 PF1050  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 PF1050
 PF1050  HORZ ORDER  -  THIRD
 PF1050
 PF1050.The horizontal coordinates were established by classical geodetic methods
 PF1050.and adjusted by the National Geodetic Survey in March 1998..
 PF1050
 PF1050.The orthometric height was scaled from a topographic map.
 PF1050
 PF1050.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1050
 PF1050.The geoid height was determined by GEOID03.
 PF1050
 PF1050;                    North         East     Units Scale Factor Converg.
 PF1050;SPC ME W     -   158,346.771   902,852.959   MT  0.99996677   +0 01 29.8
 PF1050;UTM  19      - 4,901,216.956   409,722.506   MT  0.99970023   -0 47 21.6
 PF1050
 PF1050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1050!SPC ME W     -   0.99997355  x   0.99996677  =   0.99994032
 PF1050!UTM  19      -   0.99997355  x   0.99970023  =   0.99967379
 PF1050
 PF1050:                Primary Azimuth Mark                     Grid Az
 PF1050:SPC ME W     -  STREAKED                                 267 43 45.1
 PF1050:UTM  19      -  STREAKED                                 268 32 36.5
 PF1050
 PF1050|---------------------------------------------------------------------|
 PF1050| PID    Reference Object                     Distance      Geod. Az  |
 PF1050|                                                           dddmmss.s |
 PF1050| PF1094 STREAKED                            APPROX.23.4 KM 2674514.9 |
 PF1050|---------------------------------------------------------------------|
 PF1050
 PF1050                          SUPERSEDED SURVEY CONTROL
 PF1050
 PF1050  NAD 83(1992)-  44 15 30.94172(N)    070 07 51.38205(W) AD(       ) 3
 PF1050  NAD 83(1986)-  44 15 30.94724(N)    070 07 51.38665(W) AD(       ) 3
 PF1050  NAD 27      -  44 15 30.71001(N)    070 07 53.17910(W) AD(       ) 3
 PF1050
 PF1050.Superseded values are not recommended for survey control.
 PF1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1050.See file dsdata.txt to determine how the superseded data were derived.
 PF1050
 PF1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK0972301217(NAD 83)
 PF1050_MARKER: DD = SURVEY DISK
 PF1050_SETTING: 66 = SET IN ROCK OUTCROP
 PF1050_SP_SET: SET IN ROCK OUTCROP
 PF1050_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PF1050+STABILITY: POSITION/ELEVATION WELL
 PF1050
 PF1050  HISTORY     - Date     Condition        Report By
 PF1050  HISTORY     - 1963     MONUMENTED       USGS
 PF1050
 PF1050                          STATION DESCRIPTION
 PF1050
 PF1050'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 PF1050'WINTHROP, 8.5 MI SW. OF, 6.2 MI E. OF TURNER, 4.9 MI NW. OF MONMOUTH,
 PF1050'1.0 MI S. OF LEED CENTRAL SCHOOL (0.5 MI S. OF LEED CENTER), ALONG
 PF1050'STATE HIGHWAY 106, THENCE 1.8 MI RIGHT TO TOP OF HILL, 106 FT S. OF
 PF1050'CENTERLINE OF DRIVE, 78 FT E. OF MAIN RD., IN ROCK PROJECTING 16 IN.
 PF1050'STANDARD DISK STAMPED---ET 12 MAX 1963---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1097 ***********************************************************************
 PF1097  DESIGNATION -  ET 13 MAX 1963
 PF1097  PID         -  PF1097
 PF1097  STATE/COUNTY-  ME/OXFORD
 PF1097  USGS QUAD   -  WEST SUMNER (1967)
 PF1097
 PF1097                         *CURRENT SURVEY CONTROL
 PF1097  ___________________________________________________________________
 PF1097* NAD 83(1996)-  44 15 17.09619(N)    070 29 56.62995(W)     ADJUSTED  
 PF1097* NAVD 88     -       219.     (meters)     719.     (feet)  SCALED    
 PF1097  ___________________________________________________________________
 PF1097  LAPLACE CORR-           4.71  (seconds)                    DEFLEC99
 PF1097  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 PF1097
 PF1097  HORZ ORDER  -  THIRD
 PF1097
 PF1097.The horizontal coordinates were established by classical geodetic methods
 PF1097.and adjusted by the National Geodetic Survey in March 1998..
 PF1097
 PF1097.The orthometric height was scaled from a topographic map.
 PF1097
 PF1097.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1097
 PF1097.The geoid height was determined by GEOID03.
 PF1097
 PF1097;                    North         East     Units Scale Factor Converg.
 PF1097;SPC ME W     -   157,972.501   873,454.903   MT  0.99997533   -0 13 55.1
 PF1097;UTM  19      - 4,901,260.498   380,328.947   MT  0.99977613   -1 02 46.5
 PF1097
 PF1097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1097!SPC ME W     -   0.99996987  x   0.99997533  =   0.99994520
 PF1097!UTM  19      -   0.99996987  x   0.99977613  =   0.99974601
 PF1097
 PF1097:                Primary Azimuth Mark                     Grid Az
 PF1097:SPC ME W     -  MT PLEASANT LOOKOUT TOWER 1958           225 58 32.1
 PF1097:UTM  19      -  MT PLEASANT LOOKOUT TOWER 1958           226 47 23.5
 PF1097
 PF1097|---------------------------------------------------------------------|
 PF1097| PID    Reference Object                     Distance      Geod. Az  |
 PF1097|                                                           dddmmss.s |
 PF1097| PF1146 MT PLEASANT LOOKOUT TOWER 1958      APPROX.36.2 KM 2254437.0 |
 PF1097|---------------------------------------------------------------------|
 PF1097
 PF1097                          SUPERSEDED SURVEY CONTROL
 PF1097
 PF1097  NAD 83(1992)-  44 15 17.09597(N)    070 29 56.63065(W) AD(       ) 3
 PF1097  NAD 83(1986)-  44 15 17.10244(N)    070 29 56.63463(W) AD(       ) 3
 PF1097  NAD 27      -  44 15 16.84732(N)    070 29 58.39979(W) AD(       ) 3
 PF1097
 PF1097.Superseded values are not recommended for survey control.
 PF1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1097.See file dsdata.txt to determine how the superseded data were derived.
 PF1097
 PF1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK8032901260(NAD 83)
 PF1097_MARKER: DD = SURVEY DISK
 PF1097_SETTING: 0 = UNSPECIFIED SETTING
 PF1097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PF1097
 PF1097  HISTORY     - Date     Condition        Report By
 PF1097  HISTORY     - 1963     MONUMENTED       USGS
 PF1097
 PF1097                          STATION DESCRIPTION
 PF1097
 PF1097'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 PF1097'BUCKFIELD, 7.0 MI SW. OF, 6.0 MI SSW. OF WEST PARIS, 3.4 MI NE. OF
 PF1097'NORWAY, 0.2 MI W. OF PARIS HILL POST OFFICE, ALONG MAIN RD.,
 PF1097'THENCE 0.6 MI LEFT DOWN HILL TO CHURCH, 86 FT W. OF CENTERLINE OF
 PF1097'RD. AT DRIVE, 55 FT E. OF SW. CORNER OF CHURCH, 43 FT S. OF NE. CORNER
 PF1097'OF CHURCH, IN W. END OF TO STEP OF WALK WAY LEADING TO -THE BIBLE
 PF1097'CHURCH-, STANDARD DISK STAMPED---ET 13 MAX 1963---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1043 ***********************************************************************
 PF1043  DESIGNATION -  ET 2 MAX 1965
 PF1043  PID         -  PF1043
 PF1043  STATE/COUNTY-  ME/FRANKLIN
 PF1043  USGS QUAD   -  WELD (1968)
 PF1043
 PF1043                         *CURRENT SURVEY CONTROL
 PF1043  ___________________________________________________________________
 PF1043* NAD 83(1996)-  44 44 28.58835(N)    070 25 13.13091(W)     ADJUSTED  
 PF1043* NAVD 88     -       308.     (meters)    1010.     (feet)  SCALED    
 PF1043  ___________________________________________________________________
 PF1043  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 PF1043  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 PF1043
 PF1043  HORZ ORDER  -  THIRD
 PF1043
 PF1043.The horizontal coordinates were established by classical geodetic methods
 PF1043.and adjusted by the National Geodetic Survey in March 1998..
 PF1043
 PF1043.The orthometric height was scaled from a topographic map.
 PF1043
 PF1043.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1043
 PF1043.The geoid height was determined by GEOID03.
 PF1043
 PF1043;                    North         East     Units Scale Factor Converg.
 PF1043;SPC ME W     -   212,011.947   879,911.568   MT  0.99997163   -0 10 42.8
 PF1043;UTM  19      - 4,955,191.079   387,554.757   MT  0.99975548   -0 59 59.5
 PF1043
 PF1043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1043!SPC ME W     -   0.99995580  x   0.99997163  =   0.99992743
 PF1043!UTM  19      -   0.99995580  x   0.99975548  =   0.99971129
 PF1043
 PF1043:                Primary Azimuth Mark                     Grid Az
 PF1043:SPC ME W     -  NEWMAN                                   302 04 04.4
 PF1043:UTM  19      -  NEWMAN                                   302 53 21.1
 PF1043
 PF1043|---------------------------------------------------------------------|
 PF1043| PID    Reference Object                     Distance      Geod. Az  |
 PF1043|                                                           dddmmss.s |
 PF1043| PF1047 NEWMAN                              APPROX. 5.6 KM 3015321.6 |
 PF1043|---------------------------------------------------------------------|
 PF1043
 PF1043                          SUPERSEDED SURVEY CONTROL
 PF1043
 PF1043  NAD 83(1992)-  44 44 28.58919(N)    070 25 13.12826(W) AD(       ) 3
 PF1043  NAD 83(1986)-  44 44 28.59385(N)    070 25 13.13260(W) AD(       ) 3
 PF1043  NAD 27      -  44 44 28.39359(N)    070 25 14.89630(W) AD(       ) 3
 PF1043
 PF1043.Superseded values are not recommended for survey control.
 PF1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1043.See file dsdata.txt to determine how the superseded data were derived.
 PF1043
 PF1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK8755555191(NAD 83)
 PF1043_MARKER: DD = SURVEY DISK
 PF1043_SETTING: 66 = SET IN ROCK OUTCROP
 PF1043_SP_SET: SET IN ROCK OUTCROP
 PF1043_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PF1043+STABILITY: POSITION/ELEVATION WELL
 PF1043
 PF1043  HISTORY     - Date     Condition        Report By
 PF1043  HISTORY     - 1965     MONUMENTED       USGS
 PF1043
 PF1043                          STATION DESCRIPTION
 PF1043
 PF1043'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 PF1043'PHILLIPS, 6.8 MI SW. OF, 3.0 MI N. OF WELD, 2.4 MI NE. OF WELD
 PF1043'CORNERS, 5.25 MI N. OF WELD, ALONG STATE HIGHWAY 142 TO CHASE
 PF1043'CORNERS, THENCE STRAIGHT AHEAD 1.25 MI ALONG GRAVELED RD., 37 FT SE.
 PF1043'OF CENTERLINE OR RD., 196 FT S. OF SW. CORNER OF CAMP, 79 FT W. OF
 PF1043'N.-S. FENCELINE, 36 FT SW. OF 8- BY 14-FT OUTCROPPING BOULDER
 PF1043'PROJECTING 3 FT, IN N. END OF 2- BY 6-FT ROCK OUTCROP PROJECTING 12
 PF1043'IN., STANDARD DISK STAMPED---ET 2 MAX 1965---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1030 ***********************************************************************
 PF1030  DESIGNATION -  ET 4 MAX 1965
 PF1030  PID         -  PF1030
 PF1030  STATE/COUNTY-  ME/FRANKLIN
 PF1030  USGS QUAD   -  NEW VINEYARD (1989)
 PF1030
 PF1030                         *CURRENT SURVEY CONTROL
 PF1030  ___________________________________________________________________
 PF1030* NAD 83(1996)-  44 45 11.26071(N)    070 06 48.96612(W)     ADJUSTED  
 PF1030* NAVD 88     -       274.     (meters)     899.     (feet)  SCALED    
 PF1030  ___________________________________________________________________
 PF1030  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 PF1030  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 PF1030
 PF1030  HORZ ORDER  -  THIRD
 PF1030
 PF1030.The horizontal coordinates were established by classical geodetic methods
 PF1030.and adjusted by the National Geodetic Survey in March 1998..
 PF1030
 PF1030.The orthometric height was scaled from a topographic map.
 PF1030
 PF1030.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1030
 PF1030.The geoid height was determined by GEOID03.
 PF1030
 PF1030;                    North         East     Units Scale Factor Converg.
 PF1030;SPC ME W     -   213,299.208   904,201.793   MT  0.99996688   +0 02 14.5
 PF1030;UTM  19      - 4,956,129.769   411,855.014   MT  0.99969554   -0 47 02.7
 PF1030
 PF1030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1030!SPC ME W     -   0.99996114  x   0.99996688  =   0.99992802
 PF1030!UTM  19      -   0.99996114  x   0.99969554  =   0.99965669
 PF1030
 PF1030:                Primary Azimuth Mark                     Grid Az
 PF1030:SPC ME W     -  MT BLUE                                  261 17 22.5
 PF1030:UTM  19      -  MT BLUE                                  262 06 39.7
 PF1030
 PF1030|---------------------------------------------------------------------|
 PF1030| PID    Reference Object                     Distance      Geod. Az  |
 PF1030|                                                           dddmmss.s |
 PF1030| PF1037 MT BLUE                             APPROX.18.3 KM 2611937.0 |
 PF1030|---------------------------------------------------------------------|
 PF1030
 PF1030                          SUPERSEDED SURVEY CONTROL
 PF1030
 PF1030  NAD 83(1992)-  44 45 11.26117(N)    070 06 48.96260(W) AD(       ) 3
 PF1030  NAD 83(1986)-  44 45 11.26646(N)    070 06 48.96666(W) AD(       ) 3
 PF1030  NAD 27      -  44 45 11.05538(N)    070 06 50.75097(W) AD(       ) 3
 PF1030
 PF1030.Superseded values are not recommended for survey control.
 PF1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1030.See file dsdata.txt to determine how the superseded data were derived.
 PF1030
 PF1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK1185556130(NAD 83)
 PF1030_MARKER: DD = SURVEY DISK
 PF1030_SETTING: 66 = SET IN ROCK OUTCROP
 PF1030_SP_SET: SET IN ROCK OUTCROP
 PF1030_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PF1030+STABILITY: POSITION/ELEVATION WELL
 PF1030
 PF1030  HISTORY     - Date     Condition        Report By
 PF1030  HISTORY     - 1965     MONUMENTED       USGS
 PF1030
 PF1030                          STATION DESCRIPTION
 PF1030
 PF1030'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 PF1030'FARMINGTON, 6.0 MI NNE. OF, 4.9 MI WSW. OF WEST MILLS, 3.1 MI NW. OF
 PF1030'ALLENS MILLS, 0.05 MI N. OF POST OFFICE AT FARMINGTON, THENCE 3.3 MI
 PF1030'E. ALONG STATE HIGHWAY 43 TO Y-RD., THENCE 3.4 MI ALONG LEFT FORK OF
 PF1030'RD. TO SHARP CURVE LEFT AND RD. STRAIGHT AHEAD, CONTINUE STRAIGHT
 PF1030'AHEAD 0.35 MI TO DILAPIDATED HOUSE, 53 FT W. OF CENTERLINE OF RD.,
 PF1030'150 FT ESE. OF BLAZED POPLAR TREE ON N.-S. WOODS LINE, 107 FT NE. OF
 PF1030'NW. CORNER OF DILAPIDATED HOUSE, IN TOP OF 4- BY 2-FT ROCK OUTCROP
 PF1030'PROJECTING 6 IN., STANDARD DISK STAMPED---ET 4 MAX 1965---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1042 ***********************************************************************
 PF1042  DESIGNATION -  ET 6 MAX 1965
 PF1042  PID         -  PF1042
 PF1042  STATE/COUNTY-  ME/FRANKLIN
 PF1042  USGS QUAD   -  DIXFIELD (1968)
 PF1042
 PF1042                         *CURRENT SURVEY CONTROL
 PF1042  ___________________________________________________________________
 PF1042* NAD 83(1996)-  44 37 24.94183(N)    070 28 59.77126(W)     ADJUSTED  
 PF1042* NAVD 88     -       143.     (meters)     469.     (feet)  SCALED    
 PF1042  ___________________________________________________________________
 PF1042  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 PF1042  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 PF1042
 PF1042  HORZ ORDER  -  THIRD
 PF1042
 PF1042.The horizontal coordinates were established by classical geodetic methods
 PF1042.and adjusted by the National Geodetic Survey in March 1998..
 PF1042
 PF1042.The orthometric height was scaled from a topographic map.
 PF1042
 PF1042.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1042
 PF1042.The geoid height was determined by GEOID03.
 PF1042
 PF1042;                    North         East     Units Scale Factor Converg.
 PF1042;SPC ME W     -   198,952.634   874,874.780   MT  0.99997443   -0 13 20.6
 PF1042;UTM  19      - 4,942,207.960   382,332.578   MT  0.99977026   -1 02 31.3
 PF1042
 PF1042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1042!SPC ME W     -   0.99998172  x   0.99997443  =   0.99995615
 PF1042!UTM  19      -   0.99998172  x   0.99977026  =   0.99975198
 PF1042
 PF1042:                Primary Azimuth Mark                     Grid Az
 PF1042:SPC ME W     -  MT BLUE                                  044 09 00.0
 PF1042:UTM  19      -  MT BLUE                                  044 58 10.7
 PF1042
 PF1042|---------------------------------------------------------------------|
 PF1042| PID    Reference Object                     Distance      Geod. Az  |
 PF1042|                                                           dddmmss.s |
 PF1042| PF1037 MT BLUE                             APPROX.16.1 KM 0435539.4 |
 PF1042|---------------------------------------------------------------------|
 PF1042
 PF1042                          SUPERSEDED SURVEY CONTROL
 PF1042
 PF1042  NAD 83(1992)-  44 37 24.94245(N)    070 28 59.77004(W) AD(       ) 3
 PF1042  NAD 83(1986)-  44 37 24.94744(N)    070 28 59.77428(W) AD(       ) 3
 PF1042  NAD 27      -  44 37 24.74324(N)    070 29 01.53718(W) AD(       ) 3
 PF1042
 PF1042.Superseded values are not recommended for survey control.
 PF1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1042.See file dsdata.txt to determine how the superseded data were derived.
 PF1042
 PF1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK8233342208(NAD 83)
 PF1042_MARKER: DD = SURVEY DISK
 PF1042_SETTING: 80 = SET IN A BOULDER
 PF1042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF1042+STABILITY: SURFACE MOTION
 PF1042
 PF1042  HISTORY     - Date     Condition        Report By
 PF1042  HISTORY     - 1965     MONUMENTED       USGS
 PF1042
 PF1042                          STATION DESCRIPTION
 PF1042
 PF1042'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 PF1042'DIXFIELD, 6.5 MI NNW. OF, 6.0 MI SW. OF WELD, 1.6 MI WSW. OF BERRY
 PF1042'MILLS, 7.0 MI N. OF DIXFIELD FROM JUNCTION OF U. S. HIGHWAY 2 AND
 PF1042'STATE HIGHWAY 142, ALONG HIGHWAY 142 TO T-RD., THENCE LEFT 0.5 MI,
 PF1042'29 FT S. OF CENTERLINE OF RD., 85 FT WSW. OF NET AND T CO. POLE NO.
 PF1042'247, 48 FT W. OF FENCE CORNER, 12 FT S. OF E.-W. FENCELINE, IN TOP
 PF1042'OF 3- BY 3-FT BOULDER PROJECTING 18 IN., STANDARD DISK
 PF1042'STAMPED---ET 6 MAX 1965---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1040 ***********************************************************************
 PF1040  DESIGNATION -  ET 7 MAX 1965
 PF1040  PID         -  PF1040
 PF1040  STATE/COUNTY-  ME/FRANKLIN
 PF1040  USGS QUAD   -  EAST DIXFIELD (1968)
 PF1040
 PF1040                         *CURRENT SURVEY CONTROL
 PF1040  ___________________________________________________________________
 PF1040* NAD 83(1996)-  44 37 01.77127(N)    070 15 09.32705(W)     ADJUSTED  
 PF1040* NAVD 88     -       251.     (meters)     823.     (feet)  SCALED    
 PF1040  ___________________________________________________________________
 PF1040  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 PF1040  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 PF1040
 PF1040  HORZ ORDER  -  THIRD
 PF1040
 PF1040.The horizontal coordinates were established by classical geodetic methods
 PF1040.and adjusted by the National Geodetic Survey in March 1998..
 PF1040
 PF1040.The orthometric height was scaled from a topographic map.
 PF1040
 PF1040.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1040
 PF1040.The geoid height was determined by GEOID03.
 PF1040
 PF1040;                    North         East     Units Scale Factor Converg.
 PF1040;SPC ME W     -   198,192.261   893,180.414   MT  0.99996724   -0 03 37.3
 PF1040;UTM  19      - 4,941,186.056   400,621.347   MT  0.99972145   -0 52 47.5
 PF1040
 PF1040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1040!SPC ME W     -   0.99996476  x   0.99996724  =   0.99993200
 PF1040!UTM  19      -   0.99996476  x   0.99972145  =   0.99968622
 PF1040
 PF1040:                Primary Azimuth Mark                     Grid Az
 PF1040:SPC ME W     -  WIND                                     278 06 41.9
 PF1040:UTM  19      -  WIND                                     278 55 52.1
 PF1040
 PF1040|---------------------------------------------------------------------|
 PF1040| PID    Reference Object                     Distance      Geod. Az  |
 PF1040|                                                           dddmmss.s |
 PF1040| PF1039 WIND                                APPROX. 8.4 KM 2780304.6 |
 PF1040|---------------------------------------------------------------------|
 PF1040
 PF1040                          SUPERSEDED SURVEY CONTROL
 PF1040
 PF1040  NAD 83(1992)-  44 37 01.77131(N)    070 15 09.32546(W) AD(       ) 3
 PF1040  NAD 83(1986)-  44 37 01.77648(N)    070 15 09.33052(W) AD(       ) 3
 PF1040  NAD 27      -  44 37 01.56312(N)    070 15 11.10937(W) AD(       ) 3
 PF1040
 PF1040.Superseded values are not recommended for survey control.
 PF1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1040.See file dsdata.txt to determine how the superseded data were derived.
 PF1040
 PF1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK0062141186(NAD 83)
 PF1040_MARKER: DD = SURVEY DISK
 PF1040_SETTING: 80 = SET IN A BOULDER
 PF1040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF1040+STABILITY: SURFACE MOTION
 PF1040
 PF1040  HISTORY     - Date     Condition        Report By
 PF1040  HISTORY     - 1965     MONUMENTED       USGS
 PF1040
 PF1040                          STATION DESCRIPTION
 PF1040
 PF1040'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 PF1040'TEMPLE, 4.8 MI SSW. OF, 3.0 MI W. OF EAST WILTON, 2.0 MI NNW.
 PF1040'OF WILTON, 0.3 MI NE. OF POST OFFICE AT WILTON TO JUNCTION
 PF1040'OF T-RD., THENCE 1.75 MI NW. (LEFT) ALONG STATE HIGHWAY 156
 PF1040'TO T-RD., THENCE 0.55 MI RIGHT TO SMALL HOUSE ON LEFT, 387
 PF1040'FT W. OF JUNCTION OF DRIVE, 390 FT WSW. OF POWER TRANSFORMER
 PF1040'POLE, 187 FT NW. OF WELL, IN TOP OF 3- BY 3-FT BOULDER PROJECTING
 PF1040'12 IN., STANDARD DISK STAMPED---ET 7 MAX 1965---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1095 ***********************************************************************
 PF1095  DESIGNATION -  ET 8 MAX 1963
 PF1095  PID         -  PF1095
 PF1095  STATE/COUNTY-  ME/OXFORD
 PF1095  USGS QUAD   -  CANTON (1967)
 PF1095
 PF1095                         *CURRENT SURVEY CONTROL
 PF1095  ___________________________________________________________________
 PF1095* NAD 83(1996)-  44 28 47.72402(N)    070 15 01.61131(W)     ADJUSTED  
 PF1095* NAVD 88     -       239.     (meters)     784.     (feet)  SCALED    
 PF1095  ___________________________________________________________________
 PF1095  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 PF1095  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 PF1095
 PF1095  HORZ ORDER  -  THIRD
 PF1095
 PF1095.The horizontal coordinates were established by classical geodetic methods
 PF1095.and adjusted by the National Geodetic Survey in March 1998..
 PF1095
 PF1095.The orthometric height was scaled from a topographic map.
 PF1095
 PF1095.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1095
 PF1095.The geoid height was determined by GEOID03.
 PF1095
 PF1095;                    North         East     Units Scale Factor Converg.
 PF1095;SPC ME W     -   182,942.595   893,334.876   MT  0.99996721   -0 03 31.3
 PF1095;UTM  19      - 4,925,939.486   400,557.967   MT  0.99972161   -0 52 34.4
 PF1095
 PF1095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1095!SPC ME W     -   0.99996667  x   0.99996721  =   0.99993388
 PF1095!UTM  19      -   0.99996667  x   0.99972161  =   0.99968829
 PF1095
 PF1095:                Primary Azimuth Mark                     Grid Az
 PF1095:SPC ME W     -  STREAKED                                 208 29 13.2
 PF1095:UTM  19      -  STREAKED                                 209 18 16.3
 PF1095
 PF1095|---------------------------------------------------------------------|
 PF1095| PID    Reference Object                     Distance      Geod. Az  |
 PF1095|                                                           dddmmss.s |
 PF1095| PF1094 STREAKED                            APPROX.29.0 KM 2082541.9 |
 PF1095|---------------------------------------------------------------------|
 PF1095
 PF1095                          SUPERSEDED SURVEY CONTROL
 PF1095
 PF1095  NAD 83(1992)-  44 28 47.72395(N)    070 15 01.60962(W) AD(       ) 3
 PF1095  NAD 83(1986)-  44 28 47.72945(N)    070 15 01.61348(W) AD(       ) 3
 PF1095  NAD 27      -  44 28 47.49826(N)    070 15 03.40413(W) AD(       ) 3
 PF1095
 PF1095.Superseded values are not recommended for survey control.
 PF1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1095.See file dsdata.txt to determine how the superseded data were derived.
 PF1095
 PF1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK0055825939(NAD 83)
 PF1095_MARKER: DD = SURVEY DISK
 PF1095_SETTING: 66 = SET IN ROCK OUTCROP
 PF1095_SP_SET: SET IN ROCK OUTCROP
 PF1095_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PF1095+STABILITY: POSITION/ELEVATION WELL
 PF1095
 PF1095  HISTORY     - Date     Condition        Report By
 PF1095  HISTORY     - 1963     MONUMENTED       USGS
 PF1095
 PF1095                          STATION DESCRIPTION
 PF1095
 PF1095'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 PF1095'CANTON, 4.2 MI NE. OF, 3.1 MI W. OF LILVERMORE FALLS, 0.8 MI S. OF
 PF1095'JAY POST OFFICE, ACROSS RIVER AND RR. TO T-RD. RIGHT, THENCE 1.0 MI
 PF1095'TO T-RD. RIGHT, THENCE 1.2 MI STRAIGHT AHEAD TO FIELD RD. LEFT, THENCE
 PF1095'0.2 MI ALONG FIELD RD. TO DIM TRAIL TO TOP, THENCE 0.2 MI ALONG TRAIL,
 PF1095'THENCE 0.05 MI E., 249 FT E. OF E. END OF ROW OF TREES, 242 FT N. OF
 PF1095'SE. CORNER OF FIELD, 95 FT NW. OF WOODS, IN TOP OF ROCK PROJECTING
 PF1095'1 FT, STANDARD DISK STAMPED---ET 8 MAX 1963---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1033 ***********************************************************************
 PF1033  DESIGNATION -  ET 8 MAX 1965
 PF1033  PID         -  PF1033
 PF1033  STATE/COUNTY-  ME/FRANKLIN
 PF1033  USGS QUAD   -  NEW SHARON (1968)
 PF1033
 PF1033                         *CURRENT SURVEY CONTROL
 PF1033  ___________________________________________________________________
 PF1033* NAD 83(1996)-  44 37 43.19922(N)    070 07 19.07158(W)     ADJUSTED  
 PF1033* NAVD 88     -       241.     (meters)     791.     (feet)  SCALED    
 PF1033  ___________________________________________________________________
 PF1033  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 PF1033  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 PF1033
 PF1033  HORZ ORDER  -  THIRD
 PF1033
 PF1033.The horizontal coordinates were established by classical geodetic methods
 PF1033.and adjusted by the National Geodetic Survey in March 1998..
 PF1033
 PF1033.The orthometric height was scaled from a topographic map.
 PF1033
 PF1033.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1033
 PF1033.The geoid height was determined by GEOID03.
 PF1033
 PF1033;                    North         East     Units Scale Factor Converg.
 PF1033;SPC ME W     -   199,468.392   903,547.211   MT  0.99996682   +0 01 53.1
 PF1033;UTM  19      - 4,942,313.482   411,002.663   MT  0.99969740   -0 47 17.7
 PF1033
 PF1033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1033!SPC ME W     -   0.99996634  x   0.99996682  =   0.99993316
 PF1033!UTM  19      -   0.99996634  x   0.99969740  =   0.99966375
 PF1033
 PF1033:                Primary Azimuth Mark                     Grid Az
 PF1033:SPC ME W     -  ET 7 MAX 1965                            262 58 56.3
 PF1033:UTM  19      -  ET 7 MAX 1965                            263 48 07.1
 PF1033
 PF1033|---------------------------------------------------------------------|
 PF1033| PID    Reference Object                     Distance      Geod. Az  |
 PF1033|                                                           dddmmss.s |
 PF1033| PF1040 ET 7 MAX 1965                       APPROX.10.4 KM 2630049.4 |
 PF1033|---------------------------------------------------------------------|
 PF1033
 PF1033                          SUPERSEDED SURVEY CONTROL
 PF1033
 PF1033  NAD 83(1992)-  44 37 43.19902(N)    070 07 19.06914(W) AD(       ) 3
 PF1033  NAD 83(1986)-  44 37 43.20425(N)    070 07 19.07415(W) AD(       ) 3
 PF1033  NAD 27      -  44 37 42.98562(N)    070 07 20.87307(W) AD(       ) 3
 PF1033
 PF1033.Superseded values are not recommended for survey control.
 PF1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1033.See file dsdata.txt to determine how the superseded data were derived.
 PF1033
 PF1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK1100342313(NAD 83)
 PF1033_MARKER: DD = SURVEY DISK
 PF1033_SETTING: 80 = SET IN A BOULDER
 PF1033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF1033+STABILITY: SURFACE MOTION
 PF1033
 PF1033  HISTORY     - Date     Condition        Report By
 PF1033  HISTORY     - 1965     MONUMENTED       USGS
 PF1033
 PF1033                          STATION DESCRIPTION
 PF1033
 PF1033'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 PF1033'EAST WILTON, 3.6 MI ENE., 3.0 MI SE. OF FARMINGTON, 2.4 MI WNW.
 PF1033'OF FARMINGTON FALLS, 1.65 MI W. OF POST OFFICE AT FARMINGTON, ALONG
 PF1033'STATE HIGHWAY 4 TO Y-RD., THENCE 2.35 MI TO T-RD., THENCE RIGHT 0.5 MI
 PF1033'TO FARMHOUSE, TURN RIGHT BEHIND FARMHOUSE AND FOLLOW VERY DIM FIELD
 PF1033'RD. 0.2 MI NW. TO E.-W. BRUSHY STONE FENCELINE, 49 FT NE. OF FENCE
 PF1033'CORNER, 20 FT N. OF E-W. FENCELINE, IN TOP OF 2-BY 3-FT BOULDER FLUSH
 PF1033'WITH GROUND, STANDARD DISK STAMPED---ET 8 MAX 1965---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2239 ***********************************************************************
 PE2239  DESIGNATION -  ETNA
 PE2239  PID         -  PE2239
 PE2239  STATE/COUNTY-  ME/PENOBSCOT
 PE2239  USGS QUAD   -  CARMEL (1982)
 PE2239
 PE2239                         *CURRENT SURVEY CONTROL
 PE2239  ___________________________________________________________________
 PE2239* NAD 83(1996)-  44 47 27.61312(N)    069 07 06.16622(W)     ADJUSTED  
 PE2239* NAVD 88     -       161.8    (meters)     531.     (feet)  VERTCON   
 PE2239  ___________________________________________________________________
 PE2239  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 PE2239  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 PE2239
 PE2239  HORZ ORDER  -  THIRD
 PE2239
 PE2239.The horizontal coordinates were established by classical geodetic methods
 PE2239.and adjusted by the National Geodetic Survey in March 1998..
 PE2239
 PE2239.The NAVD 88 height was computed by applying the VERTCON shift value to
 PE2239.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PE2239
 PE2239.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2239
 PE2239.The geoid height was determined by GEOID03.
 PE2239
 PE2239;                    North         East     Units Scale Factor Converg.
 PE2239;SPC ME E     -   125,106.161   251,070.692   MT  0.99992943   -0 26 08.4
 PE2239;SPC ME W     -   218,041.370   982,951.330   MT  1.00005125   +0 44 18.9
 PE2239;UTM  19      - 4,959,740.796   490,636.028   MT  0.99960108   -0 05 00.2
 PE2239
 PE2239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2239!SPC ME E     -   0.99997857  x   0.99992943  =   0.99990800
 PE2239!SPC ME W     -   0.99997857  x   1.00005125  =   1.00002981
 PE2239!UTM  19      -   0.99997857  x   0.99960108  =   0.99957965
 PE2239
 PE2239:                Primary Azimuth Mark                     Grid Az
 PE2239:SPC ME E     -  ETNA AZ MK                               089 12 43.0
 PE2239:SPC ME W     -  ETNA AZ MK                               088 02 15.7
 PE2239:UTM  19      -  ETNA AZ MK                               088 51 34.8
 PE2239
 PE2239|---------------------------------------------------------------------|
 PE2239| PID    Reference Object                     Distance      Geod. Az  |
 PE2239|                                                           dddmmss.s |
 PE2239| CE7934 ETNA AZ MK                                         0884634.6 |
 PE2239| PE2238 HINKLEY                             APPROX.11.9 KM 0982412.5 |
 PE2239| PE2240 AIRWAY BCN ENE OF DIXMONT           APPROX.10.4 KM 1624647.2 |
 PE2239| CE7935 ETNA RM 1                            33.824 METERS 19617     |
 PE2239| CE7936 ETNA RM 2                            27.508 METERS 24547     |
 PE2239|---------------------------------------------------------------------|
 PE2239
 PE2239                          SUPERSEDED SURVEY CONTROL
 PE2239
 PE2239  NAD 83(1992)-  44 47 27.61093(N)    069 07 06.16512(W) AD(       ) 3
 PE2239  NAD 83(1986)-  44 47 27.61014(N)    069 07 06.17309(W) AD(       ) 3
 PE2239  NAD 27      -  44 47 27.36590(N)    069 07 07.98910(W) AD(       ) 3
 PE2239  NGVD 29 (07/19/86)  162.0    (m)          531.     (f) VERT ANG       
 PE2239
 PE2239.Superseded values are not recommended for survey control.
 PE2239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2239.See file dsdata.txt to determine how the superseded data were derived.
 PE2239
 PE2239_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK9063659741(NAD 83)
 PE2239_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PE2239_SETTING: 66 = SET IN ROCK OUTCROP
 PE2239
 PE2239  HISTORY     - Date     Condition        Report By
 PE2239  HISTORY     - 1958     MONUMENTED       CGS
 PE2239  HISTORY     - 1984     GOOD             USPSQD
 PE2239
 PE2239                          STATION DESCRIPTION
 PE2239
 PE2239'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 PE2239'STATION IS LOCATED ABOUT 3-1/4 MILES WEST OF CARMEL, 1-3/4
 PE2239'MILES SOUTH SOUTHWEST OF ETNA AND 3/4 MILE NORTHWEST OF ETNA
 PE2239'CENTER.  STATION IS 30 FEET EAST SOUTHEAST OF SMALL PINE TREE
 PE2239'WITH TRIANGLE BLAZE, 15 FEET NORTH OF THE CENTER OF DIM WOODS
 PE2239'ROAD AND 4 FEET WEST OF WITNESS POST.  THE MARK IS CEMENTED FLUSH
 PE2239'IN A DRILL HOLE IN ROCK ABOUT 8 INCHES BELOW THE SURFACE AND
 PE2239'THE DISK IS STAMPED ETNA 1958.
 PE2239'
 PE2239'REFERENCE MARK NO. 1 IS CEMENTED FLUSH IN A DRILL HOLE IN
 PE2239'ROCK AND THE DISK IS STAMPED ETNA NO 1 1958.
 PE2239'
 PE2239'REFERENCE MARK NO. 2 IS AT THE SOUTH EDGE OF DIM WOODS
 PE2239'ROAD.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 PE2239'ETNA NO 2 1958.
 PE2239'
 PE2239'AZIMUTH MARK IS 14 FEET WEST OF OLD ROCK FENCE AND 4 FEET
 PE2239'NORTH OF WITNESS POST.  THE DISK IS CEMENTED FLUSH IN A DRILL
 PE2239'HOLE IN ROCK AND IS STAMPED ETNA 1958.  SOME CLEARING NECESSARY
 PE2239'TO MAKE AZIMUTH MARK V.G.
 PE2239'
 PE2239'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND STATE
 PE2239'HIGHWAYS 100 AND 143 IN ETNA, GO SOUTH ON STATE HIGHWAY 143
 PE2239'FOR 2.1 MILES TO CROSSROADS.  TURN RIGHT AND GO WEST FOR
 PE2239'0.55 MILE TO DRIVEWAY ON RIGHT LEADING TO HOME OF MRS. GEORGE
 PE2239'FISH.  TURN RIGHT AND GO NORTH FOR 0.05 MILE TO NORTHWEST
 PE2239'CORNER OF BARN.  CONTINUE ON AROUND BARN ON TRACK ROAD FOR
 PE2239'0.05 MILE.  TURN LEFT AND FOLLOW TRACK ROAD UP HILL FOR 0.25
 PE2239'MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  TURN LEFT
 PE2239'AND GO ABOUT 0.1 MILE TO STATION AS DESCRIBED.
 PE2239'
 PE2239'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 PE2239
 PE2239                          STATION RECOVERY (1984)
 PE2239
 PE2239'RECOVERY NOTE BY US POWER SQUADRON 1984 (ELG)
 PE2239'ETNA 1958 OTHER.
 PE2239'
 PE2239'ETNA NO. 2 1958, ETNA 1958 (AZ. DISK), STATION RECOVERED IN GOOD
 PE2239'CONDITION.  SIGN ON WITNESS POST SHOT UP.  THE DISK ON RM 1 HAS
 PE2239'DISAPPEARED.  ONLY THE SHAFT IS STILL CEMENTED IN THE ROCK.  RM 2
 PE2239'RECOVERED IN GOOD CONDITION.  AZIMUTH MARK RECOVERED IN GOOD
 PE2239'CONDITION.  THE WITNESS POST IS INTACT BUT THE SIGN IS GONE.  THE
 PE2239'HOUSE OF MRS. GEORGE FISH IS NOW OCCUPIED BY L. M. UNDERHILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0247 ***********************************************************************
 QH0247  DESIGNATION -  EUSTIS
 QH0247  PID         -  QH0247
 QH0247  STATE/COUNTY-  ME/FRANKLIN
 QH0247  USGS QUAD   -  STRATTON (1989)
 QH0247
 QH0247                         *CURRENT SURVEY CONTROL
 QH0247  ___________________________________________________________________
 QH0247* NAD 83(1996)-  45 11 45.17272(N)    070 29 16.92324(W)     ADJUSTED  
 QH0247* NAVD 88     -       495.     (meters)    1624.     (feet)  SCALED    
 QH0247  ___________________________________________________________________
 QH0247  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 QH0247  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 QH0247
 QH0247  HORZ ORDER  -  THIRD
 QH0247
 QH0247.The horizontal coordinates were established by classical geodetic methods
 QH0247.and adjusted by the National Geodetic Survey in March 1998..
 QH0247
 QH0247.The orthometric height was scaled from a topographic map.
 QH0247
 QH0247.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0247
 QH0247.The geoid height was determined by GEOID03.
 QH0247
 QH0247;                    North         East     Units Scale Factor Converg.
 QH0247;SPC ME W     -   262,550.189   874,748.513   MT  0.99997450   -0 13 40.9
 QH0247;UTM  19      - 5,005,787.697   383,120.506   MT  0.99976797   -1 03 21.3
 QH0247
 QH0247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0247!SPC ME W     -   0.99992639  x   0.99997450  =   0.99990089
 QH0247!UTM  19      -   0.99992639  x   0.99976797  =   0.99969438
 QH0247
 QH0247:                Primary Azimuth Mark                     Grid Az
 QH0247:SPC ME W     -  SADDLEBACK                               182 48 43.2
 QH0247:UTM  19      -  SADDLEBACK                               183 38 23.6
 QH0247
 QH0247|---------------------------------------------------------------------|
 QH0247| PID    Reference Object                     Distance      Geod. Az  |
 QH0247|                                                           dddmmss.s |
 QH0247| PF1174 SADDLEBACK                          APPROX.28.9 KM 1823502.3 |
 QH0247|---------------------------------------------------------------------|
 QH0247
 QH0247                          SUPERSEDED SURVEY CONTROL
 QH0247
 QH0247  NAD 83(1992)-  45 11 45.17415(N)    070 29 16.91752(W) AD(       ) 3
 QH0247  NAD 83(1986)-  45 11 45.17325(N)    070 29 16.92567(W) AD(       ) 3
 QH0247  NAD 27      -  45 11 44.98264(N)    070 29 18.68420(W) AD(       ) 3
 QH0247
 QH0247.Superseded values are not recommended for survey control.
 QH0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0247.See file dsdata.txt to determine how the superseded data were derived.
 QH0247
 QH0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL8312105788(NAD 83)
 QH0247_MARKER: DD = SURVEY DISK
 QH0247_SETTING: 66 = SET IN ROCK OUTCROP
 QH0247_SP_SET: SET IN ROCK OUTCROP
 QH0247_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QH0247+STABILITY: POSITION/ELEVATION WELL
 QH0247
 QH0247  HISTORY     - Date     Condition        Report By
 QH0247  HISTORY     - 1927     MONUMENTED       USGS
 QH0247
 QH0247                          STATION DESCRIPTION
 QH0247
 QH0247'DESCRIBED BY US GEOLOGICAL SURVEY 1927
 QH0247'STATION IS ON EUSTIS RIDGE, 3.0 MI NW. OF STRATTON.  RIDGE CLEARED,
 QH0247'GOOD VIEW IN ALL DIRECTIONS.
 QH0247'
 QH0247'STATION MARK, STANDARD DISK IN OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2029 ***********************************************************************
 PE2029  DESIGNATION -  EWEL 1945
 PE2029  PID         -  PE2029
 PE2029  STATE/COUNTY-  ME/KNOX
 PE2029  USGS QUAD   -  ISLE AU HAUT WEST (1983)
 PE2029
 PE2029                         *CURRENT SURVEY CONTROL
 PE2029  ___________________________________________________________________
 PE2029* NAD 83(1996)-  44 06 48.30806(N)    068 39 50.59599(W)     ADJUSTED  
 PE2029* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 PE2029  ___________________________________________________________________
 PE2029  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 PE2029  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 PE2029
 PE2029  HORZ ORDER  -  THIRD
 PE2029
 PE2029.The horizontal coordinates were established by classical geodetic methods
 PE2029.and adjusted by the National Geodetic Survey in March 1998..
 PE2029
 PE2029.The orthometric height was scaled from a topographic map.
 PE2029
 PE2029.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2029
 PE2029.The geoid height was determined by GEOID03.
 PE2029
 PE2029;                    North         East     Units Scale Factor Converg.
 PE2029;SPC ME E     -    49,646.806   286,868.222   MT  0.99990212   -0 06 51.1
 PE2029;UTM  19      - 4,884,525.014   526,882.780   MT  0.99960889   +0 14 01.8
 PE2029
 PE2029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2029!SPC ME E     -   1.00000282  x   0.99990212  =   0.99990494
 PE2029!UTM  19      -   1.00000282  x   0.99960889  =   0.99961171
 PE2029
 PE2029:                Primary Azimuth Mark                     Grid Az
 PE2029:SPC ME E     -  ISLE AU HAUT CHURCH SPIRE                151 30 11.2
 PE2029:UTM  19      -  ISLE AU HAUT CHURCH SPIRE                151 09 18.3
 PE2029
 PE2029|---------------------------------------------------------------------|
 PE2029| PID    Reference Object                     Distance      Geod. Az  |
 PE2029|                                                           dddmmss.s |
 PE2029| PE2026 ISLE AU HAUT CHURCH SPIRE           APPROX. 5.0 KM 1512320.1 |
 PE2029|---------------------------------------------------------------------|
 PE2029
 PE2029                          SUPERSEDED SURVEY CONTROL
 PE2029
 PE2029  NAD 83(1992)-  44 06 48.31769(N)    068 39 50.57854(W) AD(       ) 3
 PE2029  NAD 83(1986)-  44 06 48.31989(N)    068 39 50.59087(W) AD(       ) 3
 PE2029  NAD 27      -  44 06 48.01000(N)    068 39 52.49800(W) AD(       ) 3
 PE2029
 PE2029.Superseded values are not recommended for survey control.
 PE2029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2029.See file dsdata.txt to determine how the superseded data were derived.
 PE2029
 PE2029_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ2688384525(NAD 83)
 PE2029
 PE2029  HISTORY     - Date     Condition        Report By
 PE2029  HISTORY     - 1945     MONUMENTED       CGS
 PE2029  HISTORY     - 1956     SEE DESCRIPTION  CGS
 PE2029
 PE2029                          STATION DESCRIPTION
 PE2029
 PE2029'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (FLP)
 PE2029'STATION IS LOCATED ON E TIP OF EWE ISLAND WHICH IS LOCATED ABOUT
 PE2029'1/2 MILE NW OF MERCHANT ISLAND ON THE S SIDE OF MERCHANT ROW.
 PE2029'
 PE2029'STATION MARK IS A STANDARD TOPOGRAPHIC DISK STAMPED EWIE, SET
 PE2029'IN LEDGE ROCK ABOUT 5 METERS OUTSIDE TREE LINE.
 PE2029'
 PE2029'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK - 10 FEET.
 PE2029
 PE2029                          STATION RECOVERY (1956)
 PE2029
 PE2029'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 PE2029'THE STATION WAS RECOVERED IN GOOD CONDITION.  IT IS MARKED BY A
 PE2029'TOPOGRAPHIC DISK, STAMPED EWE 1 1945.  THE ORIGINAL DESCRIPTION
 PE2029'IS ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0024 ***********************************************************************
 QH0024  DESIGNATION -  F
 QH0024  PID         -  QH0024
 QH0024  STATE/COUNTY-  ME/FRANKLIN
 QH0024  USGS QUAD   -  BOUNDARY POND (1970)
 QH0024
 QH0024                         *CURRENT SURVEY CONTROL
 QH0024  ___________________________________________________________________
 QH0024* NAD 83(1986)-  45 31 41.     (N)    070 40 25.     (W)     SCALED    
 QH0024* NAVD 88     -       529.232  (meters)    1736.32   (feet)  ADJUSTED  
 QH0024  ___________________________________________________________________
 QH0024  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 QH0024  DYNAMIC HT  -         529.185 (meters)    1736.17  (feet)  COMP
 QH0024  MODELED GRAV-     980,510.8   (mgal)                       NAVD 88
 QH0024
 QH0024  VERT ORDER  -  FIRST     CLASS II
 QH0024
 QH0024.The horizontal coordinates were scaled from a topographic map and have
 QH0024.an estimated accuracy of +/- 6 seconds.
 QH0024
 QH0024.The orthometric height was determined by differential leveling
 QH0024.and adjusted by the National Geodetic Survey in June 1991..
 QH0024
 QH0024.The geoid height was determined by GEOID03.
 QH0024
 QH0024.The dynamic height is computed by dividing the NAVD 88
 QH0024.geopotential number by the normal gravity value computed on the
 QH0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QH0024.degrees latitude (g = 980.6199 gals.).
 QH0024
 QH0024.The modeled gravity was interpolated from observed gravity values.
 QH0024
 QH0024;                    North         East    Units  Estimated Accuracy
 QH0024;SPC ME W     -   299,540.      860,400.      MT  (+/- 180 meters Scaled)
 QH0024
 QH0024                          SUPERSEDED SURVEY CONTROL
 QH0024
 QH0024  NGVD 29 (??/??/92)  529.418  (m)         1736.93   (f) ADJ UNCH    1 2
 QH0024
 QH0024.Superseded values are not recommended for survey control.
 QH0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0024.See file dsdata.txt to determine how the superseded data were derived.
 QH0024
 QH0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL693429(NAD 83)
 QH0024_MARKER: Q = CHISELED SQUARE
 QH0024_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QH0024_SP_SET: CULVERT PARAPET WALL
 QH0024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QH0024
 QH0024  HISTORY     - Date     Condition        Report By
 QH0024  HISTORY     - UNK      MONUMENTED       CGS
 QH0024  HISTORY     - 1916     GOOD             NGS
 QH0024  HISTORY     - 1934     GOOD             NGS
 QH0024
 QH0024                          STATION DESCRIPTION
 QH0024
 QH0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1916
 QH0024'1.6 MI SE FROM BOUNDARY.
 QH0024'IN FRANKLIN COUNTY, 1.6 MILES SOUTHEAST ALONG THE CANADIAN
 QH0024'PACIFIC RAILWAY FROM THE UNITED STATES-CANADA BOUNDARY LINE NEAR
 QH0024'BOUNDARY, QUEBEC, 50 YARDS WEST OF MILEPOST 100, AT A CONCRETE
 QH0024'CULVERT, AND ON THE SOUTH PARAPET WALL.  A CHISELED SQUARE.
 QH0024
 QH0024                          STATION RECOVERY (1934)
 QH0024
 QH0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QH0024'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1694 ***********************************************************************
 OC1694  DESIGNATION -  F 1 OVER 5 1941
 OC1694  PID         -  OC1694
 OC1694  STATE/COUNTY-  ME/CUMBERLAND
 OC1694  USGS QUAD   -  PORTLAND EAST (1975)
 OC1694
 OC1694                         *CURRENT SURVEY CONTROL
 OC1694  ___________________________________________________________________
 OC1694* NAD 83(1996)-  43 40 49.50116(N)    070 11 24.30297(W)     ADJUSTED  
 OC1694* NAVD 88     -        25.     (meters)      82.     (feet)  SCALED    
 OC1694  ___________________________________________________________________
 OC1694  LAPLACE CORR-           3.49  (seconds)                    DEFLEC99
 OC1694  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 OC1694
 OC1694  HORZ ORDER  -  THIRD
 OC1694
 OC1694.The horizontal coordinates were established by classical geodetic methods
 OC1694.and adjusted by the National Geodetic Survey in March 1998..
 OC1694
 OC1694.The orthometric height was scaled from a topographic map.
 OC1694
 OC1694.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1694
 OC1694.The geoid height was determined by GEOID03.
 OC1694
 OC1694;                    North         East     Units Scale Factor Converg.
 OC1694;SPC ME W     -    94,106.213   898,111.783   MT  0.99996671   -0 00 58.2
 OC1694;UTM  19      - 4,837,066.534   404,075.076   MT  0.99971318   -0 49 19.1
 OC1694
 OC1694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1694!SPC ME W     -   1.00000020  x   0.99996671  =   0.99996691
 OC1694!UTM  19      -   1.00000020  x   0.99971318  =   0.99971338
 OC1694
 OC1694                          SUPERSEDED SURVEY CONTROL
 OC1694
 OC1694  NAD 83(1992)-  43 40 49.49941(N)    070 11 24.30368(W) AD(       ) 4
 OC1694  NAD 83(1986)-  43 40 49.50549(N)    070 11 24.30916(W) AD(       ) 4
 OC1694  NAD 27      -  43 40 49.20900(N)    070 11 26.13500(W) AD(       ) 3
 OC1694
 OC1694.Superseded values are not recommended for survey control.
 OC1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1694.See file dsdata.txt to determine how the superseded data were derived.
 OC1694
 OC1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0407537067(NAD 83)
 OC1694
 OC1694  HISTORY     - Date     Condition        Report By
 OC1694  HISTORY     - 1941     MONUMENTED       CGS
 OC1694
 OC1694                          STATION DESCRIPTION
 OC1694
 OC1694'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1694'STATION IS LOCATED ON THE S FORK OF FORT MC KINLEY, APPROXIMATELY
 OC1694'MIDWAY BETWEEN BATTERIES WEYMOUTH AND CARPENTER.  IT IS THE
 OC1694'CENTER OF AN INSTRUMENT HOUSED IN THE S WING OF A U-SHAPED
 OC1694'BUILDING.  INSTRUMENT CENTER WAS PROJECTED ON THE ROOF, THEREFORE,
 OC1694'NO PERMANENT MARK WAS ESTABLISHED.
 OC1694'
 OC1694'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0055 ***********************************************************************
 SF0055  DESIGNATION -  F 10
 SF0055  PID         -  SF0055
 SF0055  STATE/COUNTY-  ME/AROOSTOOK
 SF0055  USGS QUAD   -  EAGLE LAKE (1985)
 SF0055
 SF0055                         *CURRENT SURVEY CONTROL
 SF0055  ___________________________________________________________________
 SF0055* NAD 83(1986)-  47 05 36.     (N)    068 35 36.     (W)     SCALED    
 SF0055* NAVD 88     -       180.227  (meters)     591.29   (feet)  POSTED    
 SF0055  ___________________________________________________________________
 SF0055  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 SF0055  DYNAMIC HT  -         180.250 (meters)     591.37  (feet)  COMP
 SF0055  MODELED GRAV-     980,736.1   (mgal)                       NAVD 88
 SF0055
 SF0055  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 SF0055
 SF0055.The horizontal coordinates were scaled from a topographic map and have
 SF0055.an estimated accuracy of +/- 6 seconds.
 SF0055
 SF0055.The orthometric height was determined by differential leveling
 SF0055.and adjusted by the National Geodetic Survey in 1992..
 SF0055.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 SF0055.rate of 1.1 thru 2.0 mm/km.
 SF0055
 SF0055.The geoid height was determined by GEOID03.
 SF0055
 SF0055.The dynamic height is computed by dividing the NAVD 88
 SF0055.geopotential number by the normal gravity value computed on the
 SF0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0055.degrees latitude (g = 980.6199 gals.).
 SF0055
 SF0055.The modeled gravity was interpolated from observed gravity values.
 SF0055
 SF0055;                    North         East    Units  Estimated Accuracy
 SF0055;SPC ME E     -   380,800.      292,920.      MT  (+/- 180 meters Scaled)
 SF0055
 SF0055                          SUPERSEDED SURVEY CONTROL
 SF0055
 SF0055  NGVD 29 (??/??/92)  180.363  (m)          591.74   (f) ADJ UNCH    1 2
 SF0055
 SF0055.Superseded values are not recommended for survey control.
 SF0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0055.See file dsdata.txt to determine how the superseded data were derived.
 SF0055
 SF0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN308156(NAD 83)
 SF0055_MARKER: DB = BENCH MARK DISK
 SF0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SF0055_STAMPING: 591.741 F 10 1927
 SF0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF0055+STABILITY: SURFACE MOTION
 SF0055
 SF0055  HISTORY     - Date     Condition        Report By
 SF0055  HISTORY     - 1927     MONUMENTED       CGS
 SF0055  HISTORY     - 1934     GOOD             NGS
 SF0055  HISTORY     - 1978     MARK NOT FOUND   NGS
 SF0055  HISTORY     - 1989     MARK NOT FOUND   LOCSUR
 SF0055
 SF0055                          STATION DESCRIPTION
 SF0055
 SF0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 SF0055'0.2 MI S FROM WALLAGRASS STATION.
 SF0055'0.2 MILE SOUTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 SF0055'WALLAGRASS STATION, AROOSTOOK COUNTY, 36 RAILS SOUTH OF A ROAD
 SF0055'CROSSING, 11 RAILS SOUTH OF CULVERT 82.32, 45.2 FEET EAST OF THE
 SF0055'EAST RAIL, 1.8 FEET WEST OF A FENCE, AND 3 FEET NORTH OF THE
 SF0055'NORTH GATEPOST OF A WOODEN GATE.  A STANDARD DISK, STAMPED
 SF0055'591.741 F 10 1927 AND SET IN THE TOP OF A CONCRETE POST FLUSH
 SF0055'WITH THE GROUND.
 SF0055
 SF0055                          STATION RECOVERY (1934)
 SF0055
 SF0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 SF0055'RECOVERED IN GOOD CONDITION.
 SF0055
 SF0055                          STATION RECOVERY (1978)
 SF0055
 SF0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 SF0055'MARK NOT FOUND.
 SF0055
 SF0055                          STATION RECOVERY (1989)
 SF0055
 SF0055'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989
 SF0055'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0877 ***********************************************************************
 QG0877  DESIGNATION -  F 100
 QG0877  PID         -  QG0877
 QG0877  STATE/COUNTY-  ME/SOMERSET
 QG0877  USGS QUAD   -  BRASSUA LAKE EAST (1988)
 QG0877
 QG0877                         *CURRENT SURVEY CONTROL
 QG0877  ___________________________________________________________________
 QG0877* NAD 83(1986)-  45 41 13.     (N)    069 47 28.     (W)     SCALED    
 QG0877* NAVD 88     -       339.568  (meters)    1114.07   (feet)  ADJUSTED  
 QG0877  ___________________________________________________________________
 QG0877  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 QG0877  DYNAMIC HT  -         339.560 (meters)    1114.04  (feet)  COMP
 QG0877  MODELED GRAV-     980,584.7   (mgal)                       NAVD 88
 QG0877
 QG0877  VERT ORDER  -  SECOND    CLASS 0
 QG0877
 QG0877.The horizontal coordinates were scaled from a topographic map and have
 QG0877.an estimated accuracy of +/- 6 seconds.
 QG0877
 QG0877.The orthometric height was determined by differential leveling
 QG0877.and adjusted by the National Geodetic Survey in June 1991..
 QG0877
 QG0877.The geoid height was determined by GEOID03.
 QG0877
 QG0877.The dynamic height is computed by dividing the NAVD 88
 QG0877.geopotential number by the normal gravity value computed on the
 QG0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0877.degrees latitude (g = 980.6199 gals.).
 QG0877
 QG0877.The modeled gravity was interpolated from observed gravity values.
 QG0877
 QG0877;                    North         East    Units  Estimated Accuracy
 QG0877;SPC ME W     -   317,140.      929,250.      MT  (+/- 180 meters Scaled)
 QG0877
 QG0877                          SUPERSEDED SURVEY CONTROL
 QG0877
 QG0877  NGVD 29 (??/??/92)  339.735  (m)         1114.61   (f) ADJ UNCH    2 0
 QG0877
 QG0877.Superseded values are not recommended for survey control.
 QG0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0877.See file dsdata.txt to determine how the superseded data were derived.
 QG0877
 QG0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL383595(NAD 83)
 QG0877_MARKER: DB = BENCH MARK DISK
 QG0877_SETTING: 66 = SET IN ROCK OUTCROP
 QG0877_SP_SET: ROCK LEDGE
 QG0877_STAMPING: F 100 1953
 QG0877_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0877+STABILITY: POSITION/ELEVATION WELL
 QG0877
 QG0877  HISTORY     - Date     Condition        Report By
 QG0877  HISTORY     - 1953     MONUMENTED       CGS
 QG0877  HISTORY     - 1977     MARK NOT FOUND   LOCENG
 QG0877
 QG0877                          STATION DESCRIPTION
 QG0877
 QG0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0877'0.9 MI NW FROM ROCKWOOD.
 QG0877'0.9 MILE NORTHWEST ALONG A PRIVATE GRAVEL ROAD FROM BRIDGE OVER
 QG0877'MOOSE RIVER AT ROCKWOOD, ABOUT 0.25 MILE NORTHWEST OF ABANDONED
 QG0877'GUARD HOUSE AND CONCRETE PILLARS AT ENTRANCE TO PRIVATE ROAD,
 QG0877'AT A SMALL CLEARING NORTH OF ROAD, SET IN THE TOP OF A SHALY
 QG0877'ROCK LEDGE ABOUT FLUSH WITH GROUND, 59 FEET NORTH OF CENTER
 QG0877'LINE OF ROAD, 35 YARDS NORTHEAST OF CENTER OF ROAD AT TOP OF A
 QG0877'SHARP KNOLL, 36 1/2 FEET NORTH OF A TELEPHONE POLE, 30 FEET
 QG0877'NORTH-NORTHWEST OF A SLASH BLAZED 8-INCH BIRCH TREE AND ABOUT
 QG0877'LEVEL WITH ROAD.
 QG0877
 QG0877                          STATION RECOVERY (1977)
 QG0877
 QG0877'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 QG0877'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0162 ***********************************************************************
 RF0162  DESIGNATION -  F 101
 RF0162  PID         -  RF0162
 RF0162  STATE/COUNTY-  ME/AROOSTOOK
 RF0162  USGS QUAD   -  LITTLE MACHIAS LAKE (1986)
 RF0162
 RF0162                         *CURRENT SURVEY CONTROL
 RF0162  ___________________________________________________________________
 RF0162* NAD 83(1986)-  46 38 12.     (N)    068 31 30.     (W)     SCALED    
 RF0162* NAVD 88     -       190.767  (meters)     625.87   (feet)  ADJUSTED  
 RF0162  ___________________________________________________________________
 RF0162  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 RF0162  DYNAMIC HT  -         190.786 (meters)     625.94  (feet)  COMP
 RF0162  MODELED GRAV-     980,707.4   (mgal)                       NAVD 88
 RF0162
 RF0162  VERT ORDER  -  FIRST     CLASS II
 RF0162
 RF0162.The horizontal coordinates were scaled from a topographic map and have
 RF0162.an estimated accuracy of +/- 6 seconds.
 RF0162
 RF0162.The orthometric height was determined by differential leveling
 RF0162.and adjusted by the National Geodetic Survey in June 1991..
 RF0162
 RF0162.The geoid height was determined by GEOID03.
 RF0162
 RF0162.The dynamic height is computed by dividing the NAVD 88
 RF0162.geopotential number by the normal gravity value computed on the
 RF0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0162.degrees latitude (g = 980.6199 gals.).
 RF0162
 RF0162.The modeled gravity was interpolated from observed gravity values.
 RF0162
 RF0162;                    North         East    Units  Estimated Accuracy
 RF0162;SPC ME E     -   330,040.      298,090.      MT  (+/- 180 meters Scaled)
 RF0162
 RF0162                          SUPERSEDED SURVEY CONTROL
 RF0162
 RF0162  NGVD 29 (??/??/92)  190.941  (m)          626.45   (f) ADJ UNCH    1 2
 RF0162
 RF0162.Superseded values are not recommended for survey control.
 RF0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0162.See file dsdata.txt to determine how the superseded data were derived.
 RF0162
 RF0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM363648(NAD 83)
 RF0162_MARKER: DB = BENCH MARK DISK
 RF0162_SETTING: 80 = SET IN A BOULDER
 RF0162_SP_SET: BOULDER
 RF0162_STAMPING: F 101 1953
 RF0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0162+STABILITY: SURFACE MOTION
 RF0162
 RF0162  HISTORY     - Date     Condition        Report By
 RF0162  HISTORY     - 1953     MONUMENTED       CGS
 RF0162  HISTORY     - 1978     GOOD             NGS
 RF0162
 RF0162                          STATION DESCRIPTION
 RF0162
 RF0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0162'5.6 MI W FROM ASHLAND.
 RF0162'0.3 MILE WEST ALONG STATE HIGHWAY 11 FROM THE BANGOR AND
 RF0162'AROOSTOOK RAILROAD STATION AT ASHLAND, THENCE ABOUT 0.6 MILE
 RF0162'SOUTHWEST ALONG A BLACK TOP ROAD, THENCE ABOUT 4.75 MILES WEST
 RF0162'ALONG A PRIVATE GRAVEL ROAD, ABOUT 198 YARDS EAST OF A SMALL
 RF0162'BRIDGE OVER SIXMILE BROOK, 92 YARDS EAST OF A 15-INCH CORRUGATED
 RF0162'PIPE CULVERT, IN THE TOP OF A SMALL SHELF AT NORTHWEST CORNER OF A
 RF0162'4-FOOT HIGH 12 BY 6-FOOT EMBEDDED BOULDER, 6 INCHES WEST AND 6-INCHES
 RF0162'LOWER THAN THE HIGHEST POINT OF BOULDER, ABOUT 3 FEET ABOVE LEVEL OF
 RF0162'ROAD, AND 23 FEET NORTH OF CENTER LINE OF ROAD.
 RF0162
 RF0162                          STATION RECOVERY (1978)
 RF0162
 RF0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 RF0162'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0214 ***********************************************************************
 RF0214  DESIGNATION -  F 102
 RF0214  PID         -  RF0214
 RF0214  STATE/COUNTY-  ME/PISCATAQUIS
 RF0214  USGS QUAD   -  FIFTH MUSQUACOOK LAKE (1986)
 RF0214
 RF0214                         *CURRENT SURVEY CONTROL
 RF0214  ___________________________________________________________________
 RF0214* NAD 83(1986)-  46 31 14.     (N)    069 04 04.     (W)     SCALED    
 RF0214* NAVD 88     -       364.402  (meters)    1195.54   (feet)  ADJUSTED  
 RF0214  ___________________________________________________________________
 RF0214  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 RF0214  DYNAMIC HT  -         364.422 (meters)    1195.61  (feet)  COMP
 RF0214  MODELED GRAV-     980,657.5   (mgal)                       NAVD 88
 RF0214
 RF0214  VERT ORDER  -  SECOND    CLASS 0
 RF0214
 RF0214.The horizontal coordinates were scaled from a topographic map and have
 RF0214.an estimated accuracy of +/- 6 seconds.
 RF0214
 RF0214.The orthometric height was determined by differential leveling
 RF0214.and adjusted by the National Geodetic Survey in June 1991..
 RF0214
 RF0214.The geoid height was determined by GEOID03.
 RF0214
 RF0214.The dynamic height is computed by dividing the NAVD 88
 RF0214.geopotential number by the normal gravity value computed on the
 RF0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0214.degrees latitude (g = 980.6199 gals.).
 RF0214
 RF0214.The modeled gravity was interpolated from observed gravity values.
 RF0214
 RF0214;                    North         East    Units  Estimated Accuracy
 RF0214;SPC ME E     -   317,290.      256,440.      MT  (+/- 180 meters Scaled)
 RF0214
 RF0214                          SUPERSEDED SURVEY CONTROL
 RF0214
 RF0214  NGVD 29 (??/??/92)  364.591  (m)         1196.16   (f) ADJ UNCH    2 0
 RF0214
 RF0214.Superseded values are not recommended for survey control.
 RF0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0214.See file dsdata.txt to determine how the superseded data were derived.
 RF0214
 RF0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM948518(NAD 83)
 RF0214_MARKER: DB = BENCH MARK DISK
 RF0214_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RF0214_SP_SET: CEDAR TREE
 RF0214_STAMPING: F 102 1953
 RF0214_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RF0214
 RF0214  HISTORY     - Date     Condition        Report By
 RF0214  HISTORY     - 1953     MONUMENTED       CGS
 RF0214
 RF0214                          STATION DESCRIPTION
 RF0214
 RF0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0214'41.9 MI W FROM ASHLAND.
 RF0214'ABOUT 0.3 MILE WEST ALONG STATE HIGHWAY 11 FROM THE BANGOR AND
 RF0214'AROOSTOOK RAILROAD STATION AT ASHLAND, THENCE ABOUT 0.6 MILE
 RF0214'SOUTHWEST ALONG A BLACK TOP ROAD, THENCE ABOUT 41.0 MILES WEST
 RF0214'AND SOUTHWEST ALONG A PRIVATE GRAVEL ROAD, ABOUT 0.3 MILE
 RF0214'SOUTHWEST OF A BRIDGE OVER MOUTH OF A BROOK EMPTYING INTO MIDDLE
 RF0214'ELBOW POND FROM THE SOUTH, AT THE BOTTOM AND NORTHEAST END OF
 RF0214'STEEP PART OF A GRADE, 49 FEET NORTHWEST OF CENTER LINE OF ROAD,
 RF0214'SET VERTICALLY ABOUT 3 FEET ABOVE GROUND IN THE SOUTHEAST FACE
 RF0214'OF AN 18-INCH CEDAR TREE AND ABOUT 1 1/2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0902 ***********************************************************************
 QG0902  DESIGNATION -  F 103
 QG0902  PID         -  QG0902
 QG0902  STATE/COUNTY-  ME/SOMERSET
 QG0902  USGS QUAD   -  SEBOOMOOK LAKE WEST (1989)
 QG0902
 QG0902                         *CURRENT SURVEY CONTROL
 QG0902  ___________________________________________________________________
 QG0902* NAD 83(1986)-  45 56 08.     (N)    069 59 33.     (W)     SCALED    
 QG0902* NAVD 88     -       333.254  (meters)    1093.35   (feet)  ADJUSTED  
 QG0902  ___________________________________________________________________
 QG0902  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 QG0902  DYNAMIC HT  -         333.245 (meters)    1093.32  (feet)  COMP
 QG0902  MODELED GRAV-     980,581.0   (mgal)                       NAVD 88
 QG0902
 QG0902  VERT ORDER  -  SECOND    CLASS 0
 QG0902
 QG0902.The horizontal coordinates were scaled from a topographic map and have
 QG0902.an estimated accuracy of +/- 6 seconds.
 QG0902
 QG0902.The orthometric height was determined by differential leveling
 QG0902.and adjusted by the National Geodetic Survey in June 1991..
 QG0902
 QG0902.The geoid height was determined by GEOID03.
 QG0902
 QG0902.The dynamic height is computed by dividing the NAVD 88
 QG0902.geopotential number by the normal gravity value computed on the
 QG0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0902.degrees latitude (g = 980.6199 gals.).
 QG0902
 QG0902.The modeled gravity was interpolated from observed gravity values.
 QG0902
 QG0902;                    North         East    Units  Estimated Accuracy
 QG0902;SPC ME W     -   344,720.      913,510.      MT  (+/- 180 meters Scaled)
 QG0902
 QG0902                          SUPERSEDED SURVEY CONTROL
 QG0902
 QG0902  NGVD 29 (??/??/92)  333.417  (m)         1093.89   (f) ADJ UNCH    2 0
 QG0902
 QG0902.Superseded values are not recommended for survey control.
 QG0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0902.See file dsdata.txt to determine how the superseded data were derived.
 QG0902
 QG0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL230873(NAD 83)
 QG0902_MARKER: DB = BENCH MARK DISK
 QG0902_SETTING: 66 = SET IN ROCK OUTCROP
 QG0902_SP_SET: ROCK OUTCROP
 QG0902_STAMPING: F 103 1953
 QG0902_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0902+STABILITY: POSITION/ELEVATION WELL
 QG0902
 QG0902  HISTORY     - Date     Condition        Report By
 QG0902  HISTORY     - 1953     MONUMENTED       CGS
 QG0902
 QG0902                          STATION DESCRIPTION
 QG0902
 QG0902'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0902'4 MI NW FROM PITTSTON FARM.
 QG0902'2.0 MILES NORTHWEST ALONG A PRIVATE GRAVEL ROAD FROM BRIDGE OVER
 QG0902'SOUTH BRANCH PENOBSCOT RIVER, THENCE ABOUT 2.05 MILES NORTH ALONG
 QG0902'A PRIVATE GRAVEL ROAD, AT A POINT WHERE ROAD TURNS NORTH AWAY
 QG0902'FROM NORTH BRANCH PENOBSCOT RIVER AND PARALLELS THE RIVER TO THE
 QG0902'SOUTHEAST, AT CURVE IN RIVER WITH TANGENTS EXTENDING WEST AND
 QG0902'SOUTH, JUST BELOW A WATERFALL IN RIVER, IN THE TOP OF A ROUNDED
 QG0902'ROCK OUTCROP ABOUT 6 BY 4 FEET AND PROJECTING 2 FEET ABOVE GROUND,
 QG0902'42 FEET SOUTHWEST OF CENTER LINE OF ROAD, 106 FEET SOUTH-SOUTHEAST
 QG0902'OF CENTER OF ROAD AT CENTER OF CURVE WITH TANGENTS EXTENDING
 QG0902'NORTH AND SOUTHEAST, 17 FEET WEST-NORTHWEST OF A TRIANGULAR
 QG0902'BLAZED 12-INCH SPRUCE TREE AND ABOUT 2 1/2 FEET BELOW LEVEL OF
 QG0902'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0938 ***********************************************************************
 QG0938  DESIGNATION -  F 104
 QG0938  PID         -  QG0938
 QG0938  STATE/COUNTY-  ME/SOMERSET
 QG0938  USGS QUAD   -  SEBOOMOOK LAKE WEST (1989)
 QG0938
 QG0938                         *CURRENT SURVEY CONTROL
 QG0938  ___________________________________________________________________
 QG0938* NAD 83(1986)-  45 53 19.     (N)    069 53 39.     (W)     SCALED    
 QG0938* NAVD 88     -       331.544  (meters)    1087.74   (feet)  ADJUSTED  
 QG0938  ___________________________________________________________________
 QG0938  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 QG0938  DYNAMIC HT  -         331.540 (meters)    1087.73  (feet)  COMP
 QG0938  MODELED GRAV-     980,593.3   (mgal)                       NAVD 88
 QG0938
 QG0938  VERT ORDER  -  SECOND    CLASS 0
 QG0938
 QG0938.The horizontal coordinates were scaled from a topographic map and have
 QG0938.an estimated accuracy of +/- 6 seconds.
 QG0938
 QG0938.The orthometric height was determined by differential leveling
 QG0938.and adjusted by the National Geodetic Survey in June 1991..
 QG0938
 QG0938.The geoid height was determined by GEOID03.
 QG0938
 QG0938.The dynamic height is computed by dividing the NAVD 88
 QG0938.geopotential number by the normal gravity value computed on the
 QG0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0938.degrees latitude (g = 980.6199 gals.).
 QG0938
 QG0938.The modeled gravity was interpolated from observed gravity values.
 QG0938
 QG0938;                    North         East    Units  Estimated Accuracy
 QG0938;SPC ME W     -   339,530.      921,150.      MT  (+/- 180 meters Scaled)
 QG0938
 QG0938                          SUPERSEDED SURVEY CONTROL
 QG0938
 QG0938  NGVD 29 (??/??/92)  331.708  (m)         1088.28   (f) ADJ UNCH    2 0
 QG0938
 QG0938.Superseded values are not recommended for survey control.
 QG0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0938.See file dsdata.txt to determine how the superseded data were derived.
 QG0938
 QG0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL306820(NAD 83)
 QG0938_MARKER: DB = BENCH MARK DISK
 QG0938_SETTING: 66 = SET IN ROCK OUTCROP
 QG0938_SP_SET: ROCK LEDGE
 QG0938_STAMPING: F 104 1953
 QG0938_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0938+STABILITY: POSITION/ELEVATION WELL
 QG0938
 QG0938  HISTORY     - Date     Condition        Report By
 QG0938  HISTORY     - 1953     MONUMENTED       CGS
 QG0938
 QG0938                          STATION DESCRIPTION
 QG0938
 QG0938'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0938'6 MI SE FROM PITTSTON FARM.
 QG0938'3.4 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE BRIDGE OVER
 QG0938'SOUTH BRANCH PENOBSCOT RIVER AT PITTSTON FARM, THENCE ABOUT 2.65
 QG0938'MILES NORTHEAST AND EAST ALONG A GRAVEL ROAD, ABOUT 0.35 MILE
 QG0938'EAST OF THE JUNCTION OF A ROAD WEST, ON A GRADE DECENDING
 QG0938'WEST, IN THE TOP OF AN OUTCROPPING ROCK LEDGE, 23 FEET SOUTH
 QG0938'OF CENTER LINE OF ROAD, 60 FEET SOUTH-SOUTHEAST AND ACROSS
 QG0938'ROAD FROM A TRIANGULAR BLAZED 10-INCH CEDAR TREE, 17 FEET NORTH
 QG0938'OF A TRIANGULAR BLAZED 14-INCH SPRUCE TREE, 25 1/2 FEET WEST
 QG0938'OF A TELEPHONE POLE AT A DIRECTIONAL CHANGE IN LINE AND ABOUT
 QG0938'3 1/2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0948 ***********************************************************************
 QG0948  DESIGNATION -  F 105
 QG0948  PID         -  QG0948
 QG0948  STATE/COUNTY-  ME/SOMERSET
 QG0948  USGS QUAD   -  SEBOOMOOK LAKE EAST (1989)
 QG0948
 QG0948                         *CURRENT SURVEY CONTROL
 QG0948  ___________________________________________________________________
 QG0948* NAD 83(1986)-  45 56 19.     (N)    069 46 04.     (W)     SCALED    
 QG0948* NAVD 88     -       348.377  (meters)    1142.97   (feet)  ADJUSTED  
 QG0948  ___________________________________________________________________
 QG0948  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 QG0948  DYNAMIC HT  -         348.372 (meters)    1142.95  (feet)  COMP
 QG0948  MODELED GRAV-     980,593.3   (mgal)                       NAVD 88
 QG0948
 QG0948  VERT ORDER  -  SECOND    CLASS 0
 QG0948
 QG0948.The horizontal coordinates were scaled from a topographic map and have
 QG0948.an estimated accuracy of +/- 6 seconds.
 QG0948
 QG0948.The orthometric height was determined by differential leveling
 QG0948.and adjusted by the National Geodetic Survey in June 1991..
 QG0948
 QG0948.The geoid height was determined by GEOID03.
 QG0948
 QG0948.The dynamic height is computed by dividing the NAVD 88
 QG0948.geopotential number by the normal gravity value computed on the
 QG0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0948.degrees latitude (g = 980.6199 gals.).
 QG0948
 QG0948.The modeled gravity was interpolated from observed gravity values.
 QG0948
 QG0948;                    North         East    Units  Estimated Accuracy
 QG0948;SPC ME W     -   345,120.      930,930.      MT  (+/- 180 meters Scaled)
 QG0948
 QG0948                          SUPERSEDED SURVEY CONTROL
 QG0948
 QG0948  NGVD 29 (??/??/92)  348.538  (m)         1143.50   (f) ADJ UNCH    2 0
 QG0948
 QG0948.Superseded values are not recommended for survey control.
 QG0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0948.See file dsdata.txt to determine how the superseded data were derived.
 QG0948
 QG0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL404875(NAD 83)
 QG0948_MARKER: DB = BENCH MARK DISK
 QG0948_SETTING: 66 = SET IN ROCK OUTCROP
 QG0948_SP_SET: ROCK LEDGE
 QG0948_STAMPING: F 105 1953
 QG0948_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0948+STABILITY: POSITION/ELEVATION WELL
 QG0948
 QG0948  HISTORY     - Date     Condition        Report By
 QG0948  HISTORY     - 1953     MONUMENTED       CGS
 QG0948  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QG0948
 QG0948                          STATION DESCRIPTION
 QG0948
 QG0948'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0948'2.8 MI NW FROM SEBOOMOOK DAM.
 QG0948'2.8 MILES NORTHWEST ALONG A GRAVEL ROAD LEADING TO CAUCOMGOMOC
 QG0948'LAKE FROM SEBOOMOOK DAM, ABOUT 0.45 MILE NORTH OF THE JUNCTION
 QG0948'OF A PRIVATE ROAD LEADING WEST, LOCATED ON THE SOUTH SIDE OF
 QG0948'A SWAMP, SET IN THE TOP OF AN OUTCROPPING ROCK LEDGE ABOUT
 QG0948'7 BY 8 FEET, 20 FEET EAST OF CENTER LINE OF ROAD, 140 FEET
 QG0948'SOUTH OF EAST END OF A 6-FOOT POLE CULVERT UNDER ROAD, 63
 QG0948'FEET NORTH OF A TELEPHONE POLE AT A DIRECTIONAL CHANGE IN
 QG0948'LINE, 15 FEET WEST OF A TRIANGULAR BLAZED 8-INCH BALSAM TREE
 QG0948'AND ABOUT 1 FOOT ABOVE LEVEL OF ROAD.
 QG0948
 QG0948                          STATION RECOVERY (1985)
 QG0948
 QG0948'RECOVERY NOTE BY US POWER SQUADRON 1985 (JHS)
 QG0948'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0921 ***********************************************************************
 QG0921  DESIGNATION -  F 106
 QG0921  PID         -  QG0921
 QG0921  STATE/COUNTY-  ME/PISCATAQUIS
 QG0921  USGS QUAD   -  SEBOOMOOK (1989)
 QG0921
 QG0921                         *CURRENT SURVEY CONTROL
 QG0921  ___________________________________________________________________
 QG0921* NAD 83(1986)-  45 54 29.     (N)    069 39 02.     (W)     SCALED    
 QG0921* NAVD 88     -       345.933  (meters)    1134.95   (feet)  ADJUSTED  
 QG0921  ___________________________________________________________________
 QG0921  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 QG0921  DYNAMIC HT  -         345.932 (meters)    1134.95  (feet)  COMP
 QG0921  MODELED GRAV-     980,601.3   (mgal)                       NAVD 88
 QG0921
 QG0921  VERT ORDER  -  SECOND    CLASS 0
 QG0921
 QG0921.The horizontal coordinates were scaled from a topographic map and have
 QG0921.an estimated accuracy of +/- 6 seconds.
 QG0921
 QG0921.The orthometric height was determined by differential leveling
 QG0921.and adjusted by the National Geodetic Survey in June 1991..
 QG0921
 QG0921.The geoid height was determined by GEOID03.
 QG0921
 QG0921.The dynamic height is computed by dividing the NAVD 88
 QG0921.geopotential number by the normal gravity value computed on the
 QG0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0921.degrees latitude (g = 980.6199 gals.).
 QG0921
 QG0921.The modeled gravity was interpolated from observed gravity values.
 QG0921
 QG0921;                    North         East    Units  Estimated Accuracy
 QG0921;SPC ME E     -   249,700.      210,740.      MT  (+/- 180 meters Scaled)
 QG0921
 QG0921                          SUPERSEDED SURVEY CONTROL
 QG0921
 QG0921  NGVD 29 (??/??/92)  346.098  (m)         1135.49   (f) ADJ UNCH    2 0
 QG0921
 QG0921.Superseded values are not recommended for survey control.
 QG0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0921.See file dsdata.txt to determine how the superseded data were derived.
 QG0921
 QG0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL495840(NAD 83)
 QG0921_MARKER: DB = BENCH MARK DISK
 QG0921_SETTING: 66 = SET IN ROCK OUTCROP
 QG0921_SP_SET: ROCK LEDGE
 QG0921_STAMPING: F 106 1953
 QG0921_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0921+STABILITY: POSITION/ELEVATION WELL
 QG0921
 QG0921  HISTORY     - Date     Condition        Report By
 QG0921  HISTORY     - 1953     MONUMENTED       CGS
 QG0921  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QG0921
 QG0921                          STATION DESCRIPTION
 QG0921
 QG0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0921'4.7 MI E FROM SEBOOMOOK DAM.
 QG0921'4.7 MILES EAST ALONG A GRAVEL ROAD LEADING TO NORTHEAST CARRY
 QG0921'FROM SEBOOMOOK DAM, ABOUT 1.05 MILES SOUTHEAST OF THE JUNCTION
 QG0921'OF A ROAD LEADING EAST-NORTHEAST, AT THE SUMMIT OF SLIGHT
 QG0921'RISE IN ROAD, IN THE TOP OF A ROCK LEDGE WHICH EXTENDS SOUTH-SOUTHWEST
 QG0921'ACROSS ROAD, 27 FEET NORTHEAST OF CENTER LINE OF ROAD, 71
 QG0921'FEET NORTH AND ACROSS ROAD FROM A TELEPHONE POLE, 8 3/4 FEET
 QG0921'SOUTHWEST OF A TRIANGULAR BLAZED 8-INCH BALSAM TREE, AND ABOUT
 QG0921'LEVEL WITH ROAD.
 QG0921
 QG0921                          STATION RECOVERY (1985)
 QG0921
 QG0921'RECOVERY NOTE BY US POWER SQUADRON 1985 (JHS)
 QG0921'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0282 ***********************************************************************
 RF0282  DESIGNATION -  F 107
 RF0282  PID         -  RF0282
 RF0282  STATE/COUNTY-  ME/PISCATAQUIS
 RF0282  USGS QUAD   -  CAUCOMGOMOC LAKE WEST (1989)
 RF0282
 RF0282                         *CURRENT SURVEY CONTROL
 RF0282  ___________________________________________________________________
 RF0282* NAD 83(1986)-  46 12 21.     (N)    069 41 25.     (W)     SCALED    
 RF0282* NAVD 88     -       427.649  (meters)    1403.05   (feet)  ADJUSTED  
 RF0282  ___________________________________________________________________
 RF0282  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 RF0282  DYNAMIC HT  -         427.663 (meters)    1403.09  (feet)  COMP
 RF0282  MODELED GRAV-     980,634.1   (mgal)                       NAVD 88
 RF0282
 RF0282  VERT ORDER  -  SECOND    CLASS 0
 RF0282
 RF0282.The horizontal coordinates were scaled from a topographic map and have
 RF0282.an estimated accuracy of +/- 6 seconds.
 RF0282
 RF0282.The orthometric height was determined by differential leveling
 RF0282.and adjusted by the National Geodetic Survey in June 1991..
 RF0282
 RF0282.The geoid height was determined by GEOID03.
 RF0282
 RF0282.The dynamic height is computed by dividing the NAVD 88
 RF0282.geopotential number by the normal gravity value computed on the
 RF0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0282.degrees latitude (g = 980.6199 gals.).
 RF0282
 RF0282.The modeled gravity was interpolated from observed gravity values.
 RF0282
 RF0282;                    North         East    Units  Estimated Accuracy
 RF0282;SPC ME E     -   282,840.      208,150.      MT  (+/- 180 meters Scaled)
 RF0282
 RF0282                          SUPERSEDED SURVEY CONTROL
 RF0282
 RF0282  NGVD 29 (??/??/92)  427.821  (m)         1403.61   (f) ADJ UNCH    2 0
 RF0282
 RF0282.Superseded values are not recommended for survey control.
 RF0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0282.See file dsdata.txt to determine how the superseded data were derived.
 RF0282
 RF0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM467171(NAD 83)
 RF0282_MARKER: DB = BENCH MARK DISK
 RF0282_SETTING: 66 = SET IN ROCK OUTCROP
 RF0282_SP_SET: ROCK LEDGE
 RF0282_STAMPING: F 107 1953
 RF0282_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0282+STABILITY: POSITION/ELEVATION WELL
 RF0282
 RF0282  HISTORY     - Date     Condition        Report By
 RF0282  HISTORY     - UNK      MONUMENTED       CGS
 RF0282
 RF0282                          STATION DESCRIPTION
 RF0282
 RF0282'DESCRIBED BY COAST AND GEODETIC SURVEY UNK
 RF0282'25.3 MI N FROM SEBOOMOOK DAM.
 RF0282'ABOUT 25.3 MILES NORTHWEST ALONG A GRAVEL ROAD LEADING TO
 RF0282'CAUCOMGOMOC LAKE FROM SEBOOMOOK DAM, SET IN THE TOP OF A
 RF0282'PROMINENT ROCK LEDGE ABOUT 25 BY 12 FEET, 25 FEET EAST-SOUTHEAST
 RF0282'OF CENTER LINE OF ROAD, 69 FEET NORTH-NORTHEAST OF CENTER LINE
 RF0282'OF ROAD AT THE TOP OF A GRADE DECENDING NORTH-NORTHEAST, 15 FEET
 RF0282'SOUTH OF A TELEPHONE POLE, 11 FEET SOUTH-SOUTHWEST OF A SLASH
 RF0282'BLAZED 6-INCH BALSAM TREE, AND ABOUT 7 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0193 ***********************************************************************
 RF0193  DESIGNATION -  F 108
 RF0193  PID         -  RF0193
 RF0193  STATE/COUNTY-  ME/AROOSTOOK
 RF0193  USGS QUAD   -  MOOSELEUK LAKE (1985)
 RF0193
 RF0193                         *CURRENT SURVEY CONTROL
 RF0193  ___________________________________________________________________
 RF0193* NAD 83(1986)-  46 35 36.     (N)    068 55 40.     (W)     SCALED    
 RF0193* NAVD 88     -       388.132  (meters)    1273.40   (feet)  ADJUSTED  
 RF0193  ___________________________________________________________________
 RF0193  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 RF0193  DYNAMIC HT  -         388.155 (meters)    1273.47  (feet)  COMP
 RF0193  MODELED GRAV-     980,661.7   (mgal)                       NAVD 88
 RF0193
 RF0193  VERT ORDER  -  SECOND    CLASS 0
 RF0193
 RF0193.The horizontal coordinates were scaled from a topographic map and have
 RF0193.an estimated accuracy of +/- 6 seconds.
 RF0193
 RF0193.The orthometric height was determined by differential leveling
 RF0193.and adjusted by the National Geodetic Survey in June 1991..
 RF0193
 RF0193.The geoid height was determined by GEOID03.
 RF0193
 RF0193.The dynamic height is computed by dividing the NAVD 88
 RF0193.geopotential number by the normal gravity value computed on the
 RF0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0193.degrees latitude (g = 980.6199 gals.).
 RF0193
 RF0193.The modeled gravity was interpolated from observed gravity values.
 RF0193
 RF0193;                    North         East    Units  Estimated Accuracy
 RF0193;SPC ME E     -   325,310.      267,220.      MT  (+/- 180 meters Scaled)
 RF0193
 RF0193                          SUPERSEDED SURVEY CONTROL
 RF0193
 RF0193  NGVD 29 (??/??/92)  388.321  (m)         1274.02   (f) ADJ UNCH    2 0
 RF0193
 RF0193.Superseded values are not recommended for survey control.
 RF0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0193.See file dsdata.txt to determine how the superseded data were derived.
 RF0193
 RF0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM055599(NAD 83)
 RF0193_MARKER: DB = BENCH MARK DISK
 RF0193_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RF0193_SP_SET: CEDAR TREE
 RF0193_STAMPING: F 108 1953
 RF0193_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RF0193
 RF0193  HISTORY     - Date     Condition        Report By
 RF0193  HISTORY     - 1953     MONUMENTED       CGS
 RF0193
 RF0193                          STATION DESCRIPTION
 RF0193
 RF0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0193'28.8 MI W FROM ASHLAND.
 RF0193'0.3 MILE WEST ALONG STATE HIGHWAY 11 FROM THE BANGOR AND
 RF0193'AROOSTOOK RAILROAD STATION AT ASHLAND, THENCE ABOUT 0.6 MILE
 RF0193'SOUTHWEST ALONG A BLACK TOP ROAD, THENCE ABOUT 27.95 MILES WEST
 RF0193'AND SOUTHWEST ALONG A PRIVATE GRAVEL ROAD, ABOUT 1.2 MILES
 RF0193'NORTH OF A BRIDGE OVER BLIND BROOK, ABOUT 0.2 MILE NORTH OF THE
 RF0193'TOP OF A GRADE, AT THE FOOT OF A GRADE DECENDING NORTHEAST, AT
 RF0193'THE SOUTHWEST EDGE OF A SWAMP, 22 FEET NORTHWEST OF CENTER LINE
 RF0193'OF ROAD, VERTICALLY ABOUT 4 1/2 FEET ABOVE GROUND IN THE
 RF0193'SOUTHEAST FACE OF A 10-INCH CEDAR TREE AND ABOUT 4 FEET ABOVE
 RF0193'LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0345 ***********************************************************************
 RF0345  DESIGNATION -  F 109
 RF0345  PID         -  RF0345
 RF0345  STATE/COUNTY-  ME/AROOSTOOK
 RF0345  USGS QUAD   -  MARY L POND (1986)
 RF0345
 RF0345                         *CURRENT SURVEY CONTROL
 RF0345  ___________________________________________________________________
 RF0345* NAD 83(1986)-  46 42 38.     (N)    069 47 05.     (W)     SCALED    
 RF0345* NAVD 88     -       350.392  (meters)    1149.58   (feet)  ADJUSTED  
 RF0345  ___________________________________________________________________
 RF0345  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 RF0345  DYNAMIC HT  -         350.407 (meters)    1149.63  (feet)  COMP
 RF0345  MODELED GRAV-     980,646.9   (mgal)                       NAVD 88
 RF0345
 RF0345  VERT ORDER  -  SECOND    CLASS 0
 RF0345
 RF0345.The horizontal coordinates were scaled from a topographic map and have
 RF0345.an estimated accuracy of +/- 6 seconds.
 RF0345
 RF0345.The orthometric height was determined by differential leveling
 RF0345.and adjusted by the National Geodetic Survey in June 1991..
 RF0345
 RF0345.The geoid height was determined by GEOID03.
 RF0345
 RF0345.The dynamic height is computed by dividing the NAVD 88
 RF0345.geopotential number by the normal gravity value computed on the
 RF0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0345.degrees latitude (g = 980.6199 gals.).
 RF0345
 RF0345.The modeled gravity was interpolated from observed gravity values.
 RF0345
 RF0345;                    North         East    Units  Estimated Accuracy
 RF0345;SPC ME E     -   339,050.      201,770.      MT  (+/- 180 meters Scaled)
 RF0345
 RF0345                          SUPERSEDED SURVEY CONTROL
 RF0345
 RF0345  NGVD 29 (??/??/92)  350.569  (m)         1150.16   (f) ADJ UNCH    2 0
 RF0345
 RF0345.Superseded values are not recommended for survey control.
 RF0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0345.See file dsdata.txt to determine how the superseded data were derived.
 RF0345
 RF0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM400732(NAD 83)
 RF0345_MARKER: DB = BENCH MARK DISK
 RF0345_SETTING: 66 = SET IN ROCK OUTCROP
 RF0345_SP_SET: ROCK OUTCROP
 RF0345_STAMPING: F 109 1953
 RF0345_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0345+STABILITY: POSITION/ELEVATION WELL
 RF0345
 RF0345  HISTORY     - Date     Condition        Report By
 RF0345  HISTORY     - 1953     MONUMENTED       CGS
 RF0345  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 RF0345
 RF0345                          STATION DESCRIPTION
 RF0345
 RF0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0345'11 MI E FROM LAC FRONTIERE.
 RF0345'ABOUT 11.0 MILES EAST ALONG A PRIVATE GRAVEL ROAD LEADING TO
 RF0345'CLAYTON LAKE FROM THE JUNCTION OF ROUTE 24 AT LAC FRONTIERE, ABOUT
 RF0345'3.45 MILES WEST OF A BRIDGE OVER SAINT JOHN RIVER, ABOUT 0.1 MILE
 RF0345'WEST OF A CURVE IN THE ROAD WITH TANGENTS EXTENDING WEST AND
 RF0345'NORTHEAST, ABOUT 0.45 MILE SOUTHWEST OF THE TOP OF A GRADE, 117
 RF0345'FEET SOUTH OF CENTER LINE OF ROAD, IN THE TOP OF THE HIGHEST
 RF0345'POINT OF A 3-FOOT HIGH 12 BY 3-FOOT ROCK OUTCROP AND ABOUT 1 1/2
 RF0345'FEET ABOVE LEVEL OF ROAD.
 RF0345
 RF0345                          STATION RECOVERY (1984)
 RF0345
 RF0345'RECOVERY NOTE BY US POWER SQUADRON 1984 (RR)
 RF0345'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0015 ***********************************************************************
 RF0015  DESIGNATION -  F 11
 RF0015  PID         -  RF0015
 RF0015  STATE/COUNTY-  ME/AROOSTOOK
 RF0015  USGS QUAD   -  SQUA PAN LAKE WEST (1986)
 RF0015
 RF0015                         *CURRENT SURVEY CONTROL
 RF0015  ___________________________________________________________________
 RF0015* NAD 83(1986)-  46 32 10.     (N)    068 21 59.     (W)     SCALED    
 RF0015* NAVD 88     -       169.654  (meters)     556.61   (feet)  ADJUSTED  
 RF0015  ___________________________________________________________________
 RF0015  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 RF0015  DYNAMIC HT  -         169.669 (meters)     556.66  (feet)  COMP
 RF0015  MODELED GRAV-     980,696.6   (mgal)                       NAVD 88
 RF0015
 RF0015  VERT ORDER  -  FIRST     CLASS II
 RF0015
 RF0015.The horizontal coordinates were scaled from a topographic map and have
 RF0015.an estimated accuracy of +/- 6 seconds.
 RF0015
 RF0015.The orthometric height was determined by differential leveling
 RF0015.and adjusted by the National Geodetic Survey in June 1991..
 RF0015
 RF0015.The geoid height was determined by GEOID03.
 RF0015
 RF0015.The dynamic height is computed by dividing the NAVD 88
 RF0015.geopotential number by the normal gravity value computed on the
 RF0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0015.degrees latitude (g = 980.6199 gals.).
 RF0015
 RF0015.The modeled gravity was interpolated from observed gravity values.
 RF0015
 RF0015;                    North         East    Units  Estimated Accuracy
 RF0015;SPC ME E     -   318,870.      310,250.      MT  (+/- 180 meters Scaled)
 RF0015
 RF0015                          SUPERSEDED SURVEY CONTROL
 RF0015
 RF0015  NGVD 29 (??/??/92)  169.808  (m)          557.11   (f) ADJ UNCH    1 2
 RF0015
 RF0015.Superseded values are not recommended for survey control.
 RF0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0015.See file dsdata.txt to determine how the superseded data were derived.
 RF0015
 RF0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM485538(NAD 83)
 RF0015_MARKER: DB = BENCH MARK DISK
 RF0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RF0015_STAMPING: 557.112 F 11 1927
 RF0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0015+STABILITY: SURFACE MOTION
 RF0015
 RF0015  HISTORY     - Date     Condition        Report By
 RF0015  HISTORY     - 1927     MONUMENTED       CGS
 RF0015  HISTORY     - 1953     MARK NOT FOUND   USGS
 RF0015
 RF0015                          STATION DESCRIPTION
 RF0015
 RF0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 RF0015'1.8 MI S FROM SQUA PAN.
 RF0015'1.8 MILES SOUTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM THE
 RF0015'STATION AT SQUA PAN, AROOSTOOK COUNTY, 2.4 MILES NORTH OF THE
 RF0015'STATION AT MASARDIS, 2 RAILS NORTH OF CULVERT A 35.31,
 RF0015'ONE-AND-ONE-HALF RAILS SOUTH OF A ROAD CROSSING, 23.5 FEET WEST
 RF0015'OF THE WEST RAIL, AND 4.1 FEET EAST AND 4.9 FEET SOUTH OF A
 RF0015'RIGHT-OF-WAY FENCE CORNER.  A STANDARD DISK, STAMPED 557.112 F
 RF0015'11 1927 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 RF0015'GROUND.
 RF0015
 RF0015                          STATION RECOVERY (1953)
 RF0015
 RF0015'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 RF0015'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0335 ***********************************************************************
 RF0335  DESIGNATION -  F 110
 RF0335  PID         -  RF0335
 RF0335  STATE/COUNTY-  ME/AROOSTOOK
 RF0335  USGS QUAD   -  NINEMILE BRIDGE (1986)
 RF0335
 RF0335                         *CURRENT SURVEY CONTROL
 RF0335  ___________________________________________________________________
 RF0335* NAD 83(1986)-  46 39 24.     (N)    069 39 04.     (W)     SCALED    
 RF0335* NAVD 88     -       369.081  (meters)    1210.89   (feet)  ADJUSTED  
 RF0335  ___________________________________________________________________
 RF0335  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 RF0335  DYNAMIC HT  -         369.095 (meters)    1210.94  (feet)  COMP
 RF0335  MODELED GRAV-     980,641.9   (mgal)                       NAVD 88
 RF0335
 RF0335  VERT ORDER  -  SECOND    CLASS 0
 RF0335
 RF0335.The horizontal coordinates were scaled from a topographic map and have
 RF0335.an estimated accuracy of +/- 6 seconds.
 RF0335
 RF0335.The orthometric height was determined by differential leveling
 RF0335.and adjusted by the National Geodetic Survey in June 1991..
 RF0335
 RF0335.The geoid height was determined by GEOID03.
 RF0335
 RF0335.The dynamic height is computed by dividing the NAVD 88
 RF0335.geopotential number by the normal gravity value computed on the
 RF0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0335.degrees latitude (g = 980.6199 gals.).
 RF0335
 RF0335.The modeled gravity was interpolated from observed gravity values.
 RF0335
 RF0335;                    North         East    Units  Estimated Accuracy
 RF0335;SPC ME E     -   332,900.      211,900.      MT  (+/- 180 meters Scaled)
 RF0335
 RF0335                          SUPERSEDED SURVEY CONTROL
 RF0335
 RF0335  NGVD 29 (??/??/92)  369.260  (m)         1211.48   (f) ADJ UNCH    2 0
 RF0335
 RF0335.Superseded values are not recommended for survey control.
 RF0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0335.See file dsdata.txt to determine how the superseded data were derived.
 RF0335
 RF0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM501672(NAD 83)
 RF0335_MARKER: DB = BENCH MARK DISK
 RF0335_SETTING: 66 = SET IN ROCK OUTCROP
 RF0335_SP_SET: ROCK LEDGE
 RF0335_STAMPING: F 110 1953
 RF0335_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0335+STABILITY: POSITION/ELEVATION WELL
 RF0335
 RF0335  HISTORY     - Date     Condition        Report By
 RF0335  HISTORY     - 1953     MONUMENTED       CGS
 RF0335  HISTORY     - 1966     GOOD             NGS
 RF0335  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 RF0335
 RF0335                          STATION DESCRIPTION
 RF0335
 RF0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0335'7.3 MI NW FROM CLAYTON LAKE.
 RF0335'ABOUT 7.3 MILES NORTHWEST ALONG A PRIVATE GRAVEL ROAD LEADING
 RF0335'TO LAC FRONTIERE FROM THE POST OFFICE AT CLAYTON LAKE, ABOUT
 RF0335'0.4 MILE SOUTHEAST OF THE BOTTOM OF GRADES AND A 6-FOOT WOODEN
 RF0335'CULVERT, NEAR THE TOP OF A HILL AND ON THE INSIDE OF A CURVE
 RF0335'WITH TANGENTS EXTENDING NORTH AND SOUTHEAST, ABOUT 35 YARDS
 RF0335'NORTHWEST OF A 4-FOOT POLE CULVERT FOR A SMALL RAVINE, IN THE
 RF0335'TOP OF THE WEST EDGE OF A SLOPING ROCK LEDGE, 39 FEET NORTHEAST
 RF0335'OF CENTER LINE OF ROAD AND THE TOP OF GRADE, 65 FEET NORTH OF
 RF0335'THE FIRST TELEPHONE POLE NORTHWEST OF RAVINE AND ABOUT 4 FEET
 RF0335'ABOVE LEVEL OF ROAD.
 RF0335
 RF0335                          STATION RECOVERY (1966)
 RF0335
 RF0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 RF0335'RECOVERED IN GOOD CONDITION.
 RF0335
 RF0335                          STATION RECOVERY (1984)
 RF0335
 RF0335'RECOVERY NOTE BY US POWER SQUADRON 1984 (RR)
 RF0335'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0641 ***********************************************************************
 QG0641  DESIGNATION -  F 111
 QG0641  PID         -  QG0641
 QG0641  STATE/COUNTY-  ME/PISCATAQUIS
 QG0641  USGS QUAD   -  KOKADJO (1988)
 QG0641
 QG0641                         *CURRENT SURVEY CONTROL
 QG0641  ___________________________________________________________________
 QG0641* NAD 83(1986)-  45 43 00.     (N)    069 23 53.     (W)     SCALED    
 QG0641* NAVD 88     -       465.654  (meters)    1527.73   (feet)  ADJUSTED  
 QG0641  ___________________________________________________________________
 QG0641  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 QG0641  DYNAMIC HT  -         465.638 (meters)    1527.68  (feet)  COMP
 QG0641  MODELED GRAV-     980,565.8   (mgal)                       NAVD 88
 QG0641
 QG0641  VERT ORDER  -  SECOND    CLASS 0
 QG0641
 QG0641.The horizontal coordinates were scaled from a topographic map and have
 QG0641.an estimated accuracy of +/- 6 seconds.
 QG0641
 QG0641.The orthometric height was determined by differential leveling
 QG0641.and adjusted by the National Geodetic Survey in June 1991..
 QG0641
 QG0641.The geoid height was determined by GEOID03.
 QG0641
 QG0641.The dynamic height is computed by dividing the NAVD 88
 QG0641.geopotential number by the normal gravity value computed on the
 QG0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0641.degrees latitude (g = 980.6199 gals.).
 QG0641
 QG0641.The modeled gravity was interpolated from observed gravity values.
 QG0641
 QG0641;                    North         East    Units  Estimated Accuracy
 QG0641;SPC ME E     -   228,180.      230,090.      MT  (+/- 180 meters Scaled)
 QG0641
 QG0641                          SUPERSEDED SURVEY CONTROL
 QG0641
 QG0641  NGVD 29 (??/??/92)  465.808  (m)         1528.24   (f) ADJ UNCH    2 0
 QG0641
 QG0641.Superseded values are not recommended for survey control.
 QG0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0641.See file dsdata.txt to determine how the superseded data were derived.
 QG0641
 QG0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL690626(NAD 83)
 QG0641_MARKER: DB = BENCH MARK DISK
 QG0641_SETTING: 80 = SET IN A BOULDER
 QG0641_SP_SET: BOULDER
 QG0641_STAMPING: F 111 1953
 QG0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0641+STABILITY: SURFACE MOTION
 QG0641
 QG0641  HISTORY     - Date     Condition        Report By
 QG0641  HISTORY     - 1953     MONUMENTED       CGS
 QG0641
 QG0641                          STATION DESCRIPTION
 QG0641
 QG0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0641'4.3 MI NE FROM KOKADJO.
 QG0641'4.3 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 QG0641'KOKADJO, ABOUT 0.9 MILE SOUTHWEST OF LARGE CONCRETE POSTS AT
 QG0641'ENTRANCE TO PRIVATE ROAD OF GREAT NORTHERN PAPER COMPANY, ON THE
 QG0641'WEST SLOPE AND NEAR THE BOTTOM OF A SLIGHT GRADE, ABOUT 50 YARDS
 QG0641'EAST OF THE CENTER OF A CURVE WITH TANGENTS EXTENDING EAST AND
 QG0641'SOUTHWEST, IN THE WOODS, IN THE TOP OF THE SOUTHEAST CORNER OF A
 QG0641'LARGE TRIANGULAR SHAPED BOULDER PROJECTING ABOUT 3 FEET OUT OF
 QG0641'GROUND, 115 FEET NORTH OF CENTER LINE OF ROAD, 134 FEET NORTHWEST
 QG0641'AND ACROSS ROAD FROM TELEPHONE POLE NO. 392, 2 FEET WEST OF
 QG0641'SOUTHEAST CORNER AND ABOUT LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0074 ***********************************************************************
 RG0074  DESIGNATION -  F 112
 RG0074  PID         -  RG0074
 RG0074  STATE/COUNTY-  ME/SOMERSET
 RG0074  USGS QUAD   -  HARDWOOD MOUNTAIN SE (1989)
 RG0074
 RG0074                         *CURRENT SURVEY CONTROL
 RG0074  ___________________________________________________________________
 RG0074* NAD 83(1986)-  46 17 43.     (N)    070 00 09.     (W)     SCALED    
 RG0074* NAVD 88     -       446.880  (meters)    1466.14   (feet)  ADJUSTED  
 RG0074  ___________________________________________________________________
 RG0074  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 RG0074  DYNAMIC HT  -         446.877 (meters)    1466.13  (feet)  COMP
 RG0074  MODELED GRAV-     980,595.2   (mgal)                       NAVD 88
 RG0074
 RG0074  VERT ORDER  -  SECOND    CLASS 0
 RG0074
 RG0074.The horizontal coordinates were scaled from a topographic map and have
 RG0074.an estimated accuracy of +/- 6 seconds.
 RG0074
 RG0074.The orthometric height was determined by differential leveling
 RG0074.and adjusted by the National Geodetic Survey in June 1991..
 RG0074
 RG0074.The geoid height was determined by GEOID03.
 RG0074
 RG0074.The dynamic height is computed by dividing the NAVD 88
 RG0074.geopotential number by the normal gravity value computed on the
 RG0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RG0074.degrees latitude (g = 980.6199 gals.).
 RG0074
 RG0074.The modeled gravity was interpolated from observed gravity values.
 RG0074
 RG0074;                    North         East    Units  Estimated Accuracy
 RG0074;SPC ME W     -   384,700.      912,650.      MT  (+/- 180 meters Scaled)
 RG0074
 RG0074                          SUPERSEDED SURVEY CONTROL
 RG0074
 RG0074  NGVD 29 (??/??/92)  447.033  (m)         1466.64   (f) ADJ UNCH    2 0
 RG0074
 RG0074.Superseded values are not recommended for survey control.
 RG0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0074.See file dsdata.txt to determine how the superseded data were derived.
 RG0074
 RG0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM227273(NAD 83)
 RG0074_MARKER: DB = BENCH MARK DISK
 RG0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RG0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RG0074_STAMPING: F 112 1953
 RG0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RG0074+STABILITY: SURFACE MOTION
 RG0074
 RG0074  HISTORY     - Date     Condition        Report By
 RG0074  HISTORY     - 1953     MONUMENTED       CGS
 RG0074  HISTORY     - 1955     GOOD             NGS
 RG0074  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RG0074
 RG0074                          STATION DESCRIPTION
 RG0074
 RG0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RG0074'22 MI NE FROM STE AURELIE.
 RG0074'ABOUT 22.0 MILES NORTHEAST AND EAST ALONG A GRAVEL ROAD LEADING
 RG0074'TO FRANCIS LAKE FROM THE CHURCH AT STE AURELIE, ABOUT 0.45 MILE
 RG0074'NORTHEAST OF JUNCTION OF A GRAVEL ROAD NORTH, 33 FEET SOUTH OF
 RG0074'CENTER LINE OF ROAD AT CENTER OF JUNCTION OF A TRAIL LEADING
 RG0074'SOUTH, 63 FEET SOUTHEAST OF CENTER OF JUNCTION OF A DIM ROAD
 RG0074'NORTH, 7 FEET WEST OF CENTER LINE OF TRAIL SOUTH, 53 FEET WEST
 RG0074'AND ACROSS TRAIL SOUTH FROM A TRIANGULAR BLAZED 10-INCH MAPLE
 RG0074'TREE, 6 1/2 FEET EAST-SOUTHEAST OF A TRIANGULAR BLAZED 14-INCH
 RG0074'SPRUCE TREE, 1 1/2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST,
 RG0074'ABOUT 1 1/2 FEET ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A
 RG0074'CONCRETE POST PROJECTING 4 INCHES.
 RG0074
 RG0074                          STATION RECOVERY (1955)
 RG0074
 RG0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 RG0074'RECOVERED IN GOOD CONDITION.
 RG0074
 RG0074                          STATION RECOVERY (1985)
 RG0074
 RG0074'RECOVERY NOTE BY US POWER SQUADRON 1985 (LEP)
 RG0074'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0254 ***********************************************************************
 RF0254  DESIGNATION -  F 113
 RF0254  PID         -  RF0254
 RF0254  STATE/COUNTY-  ME/SOMERSET
 RF0254  USGS QUAD   -  BAKER LAKE (1989)
 RF0254
 RF0254                         *CURRENT SURVEY CONTROL
 RF0254  ___________________________________________________________________
 RF0254* NAD 83(1986)-  46 17 24.     (N)    069 53 52.     (W)     SCALED    
 RF0254* NAVD 88     -       419.752  (meters)    1377.14   (feet)  ADJUSTED  
 RF0254  ___________________________________________________________________
 RF0254  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 RF0254  DYNAMIC HT  -         419.747 (meters)    1377.12  (feet)  COMP
 RF0254  MODELED GRAV-     980,588.4   (mgal)                       NAVD 88
 RF0254
 RF0254  VERT ORDER  -  SECOND    CLASS 0
 RF0254
 RF0254.The horizontal coordinates were scaled from a topographic map and have
 RF0254.an estimated accuracy of +/- 6 seconds.
 RF0254
 RF0254.The orthometric height was determined by differential leveling
 RF0254.and adjusted by the National Geodetic Survey in June 1991..
 RF0254
 RF0254.The geoid height was determined by GEOID03.
 RF0254
 RF0254.The dynamic height is computed by dividing the NAVD 88
 RF0254.geopotential number by the normal gravity value computed on the
 RF0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0254.degrees latitude (g = 980.6199 gals.).
 RF0254
 RF0254.The modeled gravity was interpolated from observed gravity values.
 RF0254
 RF0254;                    North         East    Units  Estimated Accuracy
 RF0254;SPC ME W     -   384,140.      920,720.      MT  (+/- 180 meters Scaled)
 RF0254
 RF0254                          SUPERSEDED SURVEY CONTROL
 RF0254
 RF0254  NGVD 29 (??/??/92)  419.907  (m)         1377.64   (f) ADJ UNCH    2 0
 RF0254
 RF0254.Superseded values are not recommended for survey control.
 RF0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0254.See file dsdata.txt to determine how the superseded data were derived.
 RF0254
 RF0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM308266(NAD 83)
 RF0254_MARKER: DB = BENCH MARK DISK
 RF0254_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RF0254_SP_SET: CEDAR TREE
 RF0254_STAMPING: F 113 1953
 RF0254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RF0254
 RF0254  HISTORY     - Date     Condition        Report By
 RF0254  HISTORY     - 1953     MONUMENTED       CGS
 RF0254
 RF0254                          STATION DESCRIPTION
 RF0254
 RF0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0254'27.2 MI NE FROM STE AURELIE.
 RF0254'ABOUT 27.2 MILES NORTHEAST AND EAST ALONG A GRAVEL ROAD LEADING
 RF0254'TO FRANCIS LAKE FROM THE CHURCH AT STE AURELIE, ABOUT 1.55
 RF0254'MILES EAST OF A BRIDGE OVER BAKER BRANCH, ON A GRADE DECENDING
 RF0254'WEST, SET VERTICALLY IN SOUTHEAST FACE OF A 12-INCH CEDAR TREE,
 RF0254'31 FEET NORTH OF CENTER LINE OF ROAD, 85 FEET EAST OF A TRIANGULAR
 RF0254'BLAZED 8-INCH MAPLE TREE, 63 FEET NORTHWEST AND ACROSS ROAD FROM
 RF0254'A TRIANGULAR BLAZED 7-INCH BALSAM TREE, 43 FEET WEST OF A DITCH
 RF0254'TRAIN AND ABOUT 3 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0447 ***********************************************************************
 PE0447  DESIGNATION -  F 114
 PE0447  PID         -  PE0447
 PE0447  STATE/COUNTY-  ME/PENOBSCOT
 PE0447  USGS QUAD   -  PUSHAW LAKE (1977)
 PE0447
 PE0447                         *CURRENT SURVEY CONTROL
 PE0447  ___________________________________________________________________
 PE0447* NAD 83(1986)-  44 58 18.     (N)    068 51 11.     (W)     SCALED    
 PE0447* NAVD 88     -        36.058  (meters)     118.30   (feet)  ADJUSTED  
 PE0447  ___________________________________________________________________
 PE0447  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 PE0447  DYNAMIC HT  -          36.057 (meters)     118.30  (feet)  COMP
 PE0447  MODELED GRAV-     980,597.7   (mgal)                       NAVD 88
 PE0447
 PE0447  VERT ORDER  -  FIRST     CLASS II
 PE0447
 PE0447.The horizontal coordinates were scaled from a topographic map and have
 PE0447.an estimated accuracy of +/- 6 seconds.
 PE0447
 PE0447.The orthometric height was determined by differential leveling
 PE0447.and adjusted by the National Geodetic Survey in June 1991..
 PE0447
 PE0447.The geoid height was determined by GEOID03.
 PE0447
 PE0447.The dynamic height is computed by dividing the NAVD 88
 PE0447.geopotential number by the normal gravity value computed on the
 PE0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0447.degrees latitude (g = 980.6199 gals.).
 PE0447
 PE0447.The modeled gravity was interpolated from observed gravity values.
 PE0447
 PE0447;                    North         East    Units  Estimated Accuracy
 PE0447;SPC ME E     -   145,060.      272,150.      MT  (+/- 180 meters Scaled)
 PE0447
 PE0447                          SUPERSEDED SURVEY CONTROL
 PE0447
 PE0447  NGVD 29 (??/??/92)   36.248  (m)          118.92   (f) ADJ UNCH    1 2
 PE0447
 PE0447.Superseded values are not recommended for survey control.
 PE0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0447.See file dsdata.txt to determine how the superseded data were derived.
 PE0447
 PE0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK115798(NAD 83)
 PE0447_MARKER: DB = BENCH MARK DISK
 PE0447_SETTING: 66 = SET IN ROCK OUTCROP
 PE0447_SP_SET: ROCK LEDGE
 PE0447_STAMPING: F 114 1953
 PE0447_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0447+STABILITY: POSITION/ELEVATION WELL
 PE0447
 PE0447  HISTORY     - Date     Condition        Report By
 PE0447  HISTORY     - 1953     MONUMENTED       CGS
 PE0447
 PE0447                          STATION DESCRIPTION
 PE0447
 PE0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 PE0447'2.4 MI S FROM HUDSON.
 PE0447'2.35 MILES SOUTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 PE0447'THE CROSSING OF STATE HIGHWAY 43 AT HUDSON, ABOUT 9 RAILS SOUTH
 PE0447'OF MILE POST 43, AT A DIM ROAD EXTENDING SOUTHWEST FROM TRACK,
 PE0447'IN THE TOP OF THE SOUTH EDGE OF A LOW ROCK LEDGE, 28 FEET WEST
 PE0447'OF WEST RAIL OF WEST TRACK, 9 FEET SOUTH OF CENTER LINE OF DIM
 PE0447'ROAD, 51 FEET SOUTHWEST AND ACROSS DIM ROAD FROM THE WEST END
 PE0447'OF CULVERT NO. 42.95, 1/2 FOOT ABOVE GROUND AND ABOUT 3 FEET
 PE0447'BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SE0006 ***********************************************************************
 SE0006  DESIGNATION -  F 115
 SE0006  PID         -  SE0006
 SE0006  STATE/COUNTY-  ME/AROOSTOOK
 SE0006  USGS QUAD   -  DOYLE RIDGE (1986)
 SE0006
 SE0006                         *CURRENT SURVEY CONTROL
 SE0006  ___________________________________________________________________
 SE0006* NAD 83(1986)-  47 07 11.     (N)    067 57 48.     (W)     SCALED    
 SE0006* NAVD 88     -       219.369  (meters)     719.71   (feet)  ADJUSTED  
 SE0006  ___________________________________________________________________
 SE0006  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 SE0006  DYNAMIC HT  -         219.397 (meters)     719.80  (feet)  COMP
 SE0006  MODELED GRAV-     980,737.6   (mgal)                       NAVD 88
 SE0006
 SE0006  VERT ORDER  -  SECOND    CLASS 0
 SE0006
 SE0006.The horizontal coordinates were scaled from a topographic map and have
 SE0006.an estimated accuracy of +/- 6 seconds.
 SE0006
 SE0006.The orthometric height was determined by differential leveling
 SE0006.and adjusted by the National Geodetic Survey in June 1991..
 SE0006
 SE0006.The geoid height was determined by GEOID03.
 SE0006
 SE0006.The dynamic height is computed by dividing the NAVD 88
 SE0006.geopotential number by the normal gravity value computed on the
 SE0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SE0006.degrees latitude (g = 980.6199 gals.).
 SE0006
 SE0006.The modeled gravity was interpolated from observed gravity values.
 SE0006
 SE0006;                    North         East    Units  Estimated Accuracy
 SE0006;SPC ME E     -   383,870.      340,720.      MT  (+/- 180 meters Scaled)
 SE0006
 SE0006                          SUPERSEDED SURVEY CONTROL
 SE0006
 SE0006  NGVD 29 (??/??/92)  219.538  (m)          720.27   (f) ADJ UNCH    2 0
 SE0006
 SE0006.Superseded values are not recommended for survey control.
 SE0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SE0006.See file dsdata.txt to determine how the superseded data were derived.
 SE0006
 SE0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN786189(NAD 83)
 SE0006_MARKER: DB = BENCH MARK DISK
 SE0006_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SE0006_SP_SET: CULVERT
 SE0006_STAMPING: F 115 1953
 SE0006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SE0006
 SE0006  HISTORY     - Date     Condition        Report By
 SE0006  HISTORY     - 1953     MONUMENTED       CGS
 SE0006
 SE0006                          STATION DESCRIPTION
 SE0006
 SE0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 SE0006'3 MI S FROM VAN BUREN.
 SE0006'3.05 MILES SOUTH ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT VAN
 SE0006'BUREN, MAINE, ABOUT 0.15 SOUTH OF GOVERNER BRANN SCHOOL BUILDING,
 SE0006'IN THE TOP OF THE SOUTH END OF THE SOUTH ABUTMENT OF A 4-FOOT
 SE0006'CONCRETE BOX CULVERT, 39 FEET WEST OF CENTER LINE OF HIGHWAY, 66
 SE0006'FEET SOUTH OF TELEPHONE POLE NO. 828, AND ABOUT 18 FEET BELOW
 SE0006'LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0308 ***********************************************************************
 RF0308  DESIGNATION -  F 116
 RF0308  PID         -  RF0308
 RF0308  STATE/COUNTY-  ME/SOMERSET
 RF0308  USGS QUAD   -  BAKER LAKE (1989)
 RF0308
 RF0308                         *CURRENT SURVEY CONTROL
 RF0308  ___________________________________________________________________
 RF0308* NAD 83(1986)-  46 21 11.     (N)    069 56 18.     (W)     SCALED    
 RF0308* NAVD 88     -       346.744  (meters)    1137.61   (feet)  ADJUSTED  
 RF0308  ___________________________________________________________________
 RF0308  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 RF0308  DYNAMIC HT  -         346.743 (meters)    1137.61  (feet)  COMP
 RF0308  MODELED GRAV-     980,601.0   (mgal)                       NAVD 88
 RF0308
 RF0308  VERT ORDER  -  SECOND    CLASS 0
 RF0308
 RF0308.The horizontal coordinates were scaled from a topographic map and have
 RF0308.an estimated accuracy of +/- 6 seconds.
 RF0308
 RF0308.The orthometric height was determined by differential leveling
 RF0308.and adjusted by the National Geodetic Survey in June 1991..
 RF0308
 RF0308.The geoid height was determined by GEOID03.
 RF0308
 RF0308.The dynamic height is computed by dividing the NAVD 88
 RF0308.geopotential number by the normal gravity value computed on the
 RF0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0308.degrees latitude (g = 980.6199 gals.).
 RF0308
 RF0308.The modeled gravity was interpolated from observed gravity values.
 RF0308
 RF0308;                    North         East    Units  Estimated Accuracy
 RF0308;SPC ME W     -   391,140.      917,570.      MT  (+/- 180 meters Scaled)
 RF0308
 RF0308                          SUPERSEDED SURVEY CONTROL
 RF0308
 RF0308  NGVD 29 (??/??/92)  346.905  (m)         1138.14   (f) ADJ UNCH    2 0
 RF0308
 RF0308.Superseded values are not recommended for survey control.
 RF0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0308.See file dsdata.txt to determine how the superseded data were derived.
 RF0308
 RF0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM278337(NAD 83)
 RF0308_MARKER: DB = BENCH MARK DISK
 RF0308_SETTING: 80 = SET IN A BOULDER
 RF0308_SP_SET: BOULDER
 RF0308_STAMPING: F 116 1953
 RF0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0308+STABILITY: SURFACE MOTION
 RF0308
 RF0308  HISTORY     - Date     Condition        Report By
 RF0308  HISTORY     - 1953     MONUMENTED       CGS
 RF0308
 RF0308                          STATION DESCRIPTION
 RF0308
 RF0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0308'5.2 MI N FROM BAKER LAKE.
 RF0308'ABOUT 5.25 MILES NORTH ALONG A DIM TRAIL FOLLOWING A TELEPHONE
 RF0308'LINE FROM THE BRIDGE OVER BAKER BRANCH AT BAKER LAKE, ABOUT 0.6
 RF0308'MILE NORTH OF A POINT TELEPHONE LINE CROSSES BAKER BRANCH AND
 RF0308'THE CONFLUENCE OF BAKER BRANCH AND TURNER BROOK, IN THE TOP OF
 RF0308'THE HIGH POINT OF A RIDGE SHAPED BOULDER ABOUT 5 BY 4 FEET AND
 RF0308'PROJECTING ABOUT 1 1/2 FEET ABOVE GROUND, NEAR THE CENTER OF
 RF0308'TRAIL, AT A LOW SPOT IN TRAIL, 26 FEET WEST OF A TRIANGULAR
 RF0308'BLAZED 8-INCH FIR TREE, 151 FEET SOUTHEAST OF A LONE TALL 36-INCH
 RF0308'PINE TREE WHICH IS IN A SMALL CLEARING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0713 ***********************************************************************
 QG0713  DESIGNATION -  F 118
 QG0713  PID         -  QG0713
 QG0713  STATE/COUNTY-  ME/PISCATAQUIS
 QG0713  USGS QUAD   -  BROWNVILLE JUNCTION (1988)
 QG0713
 QG0713                         *CURRENT SURVEY CONTROL
 QG0713  ___________________________________________________________________
 QG0713* NAD 83(1986)-  45 20 56.     (N)    069 03 27.     (W)     SCALED    
 QG0713* NAVD 88     -       119.458  (meters)     391.92   (feet)  POSTED    
 QG0713  ___________________________________________________________________
 QG0713  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 QG0713  DYNAMIC HT  -         119.460 (meters)     391.93  (feet)  COMP
 QG0713  MODELED GRAV-     980,599.0   (mgal)                       NAVD 88
 QG0713
 QG0713  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 QG0713
 QG0713.The horizontal coordinates were scaled from a topographic map and have
 QG0713.an estimated accuracy of +/- 6 seconds.
 QG0713
 QG0713.The orthometric height was determined by differential leveling
 QG0713.and adjusted by the National Geodetic Survey in 1992..
 QG0713.No vertical observational check was made to the station.
 QG0713.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 QG0713.was located on a no-check spur therefore a value was not computed.
 QG0713
 QG0713.The geoid height was determined by GEOID03.
 QG0713
 QG0713.The dynamic height is computed by dividing the NAVD 88
 QG0713.geopotential number by the normal gravity value computed on the
 QG0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0713.degrees latitude (g = 980.6199 gals.).
 QG0713
 QG0713.The modeled gravity was interpolated from observed gravity values.
 QG0713
 QG0713;                    North         East    Units  Estimated Accuracy
 QG0713;SPC ME E     -   187,070.      256,320.      MT  (+/- 180 meters Scaled)
 QG0713
 QG0713                          SUPERSEDED SURVEY CONTROL
 QG0713
 QG0713  NGVD 29 (??/??/92)  119.633  (m)          392.50   (f) ADJ UNCH    1 2
 QG0713
 QG0713.Superseded values are not recommended for survey control.
 QG0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0713.See file dsdata.txt to determine how the superseded data were derived.
 QG0713
 QG0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL954217(NAD 83)
 QG0713_MARKER: DB = BENCH MARK DISK
 QG0713_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QG0713_SP_SET: BUILDING
 QG0713_STAMPING: F 118 1953
 QG0713_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG0713
 QG0713  HISTORY     - Date     Condition        Report By
 QG0713  HISTORY     - 1953     MONUMENTED       CGS
 QG0713
 QG0713                          STATION DESCRIPTION
 QG0713
 QG0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0713'AT BROWNVILLE JUNCTION.
 QG0713'AT BROWNVILLE JUNCTION, ALONG THE CANADIAN PACIFIC RAILWAY, SET
 QG0713'VERTICALLY ABOUT 1 FOOT ABOVE GROUND IN THE SOUTH FACE OF CONCRETE,
 QG0713'STEEL, AND BRICK STATION BUILDING (NOW UNDER CONSTRUCTION),
 QG0713'44 1/2 FEET WEST OF SOUTHEAST CORNER OF BUILDING, 21 FEET NORTH
 QG0713'OF NORTH RAIL OF MAIN TRACK AND ABOUT 1 FOOT ABOVE LEVEL OF
 QG0713'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0103 ***********************************************************************
 OC0103  DESIGNATION -  F 121
 OC0103  PID         -  OC0103
 OC0103  STATE/COUNTY-  ME/CUMBERLAND
 OC0103  USGS QUAD   -  PORTLAND WEST (1978)
 OC0103
 OC0103                         *CURRENT SURVEY CONTROL
 OC0103  ___________________________________________________________________
 OC0103* NAD 83(1986)-  43 38 39.     (N)    070 16 44.     (W)     SCALED    
 OC0103* NAVD 88     -         6.793  (meters)      22.29   (feet)  ADJUSTED  
 OC0103  ___________________________________________________________________
 OC0103  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 OC0103  DYNAMIC HT  -           6.792 (meters)      22.28  (feet)  COMP
 OC0103  MODELED GRAV-     980,500.2   (mgal)                       NAVD 88
 OC0103
 OC0103  VERT ORDER  -  FIRST     CLASS I
 OC0103
 OC0103.The horizontal coordinates were scaled from a topographic map and have
 OC0103.an estimated accuracy of +/- 6 seconds.
 OC0103
 OC0103.The orthometric height was determined by differential leveling
 OC0103.and adjusted by the National Geodetic Survey in June 1991..
 OC0103
 OC0103.The geoid height was determined by GEOID03.
 OC0103
 OC0103.The dynamic height is computed by dividing the NAVD 88
 OC0103.geopotential number by the normal gravity value computed on the
 OC0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0103.degrees latitude (g = 980.6199 gals.).
 OC0103
 OC0103.The modeled gravity was interpolated from observed gravity values.
 OC0103
 OC0103;                    North         East    Units  Estimated Accuracy
 OC0103;SPC ME W     -    90,090.      890,950.      MT  (+/- 180 meters Scaled)
 OC0103
 OC0103                          SUPERSEDED SURVEY CONTROL
 OC0103
 OC0103  NGVD 29 (??/??/92)    7.009  (m)           23.00   (f) ADJ UNCH    1 1
 OC0103
 OC0103.Superseded values are not recommended for survey control.
 OC0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0103.See file dsdata.txt to determine how the superseded data were derived.
 OC0103
 OC0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ968331(NAD 83)
 OC0103_MARKER: DB = BENCH MARK DISK
 OC0103_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC0103_SP_SET: PIER COLUMN
 OC0103_STAMPING: F 121 1955
 OC0103_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC0103
 OC0103  HISTORY     - Date     Condition        Report By
 OC0103  HISTORY     - 1955     MONUMENTED       CGS
 OC0103  HISTORY     - 1966     GOOD             NGS
 OC0103  HISTORY     - 1978     GOOD             DOD
 OC0103  HISTORY     - 19910711 MARK NOT FOUND   USPSQD
 OC0103
 OC0103                          STATION DESCRIPTION
 OC0103
 OC0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 OC0103'AT PORTLAND.
 OC0103'AT PORTLAND, IN THE SOUTH PART OF TOWN, AT U.S. HIGHWAY 1
 OC0103'BRIDGE OVER FORE RIVER AND THE MAINE CENTRAL RAILROAD, SET
 OC0103'VERTICALLY IN THE NORTH FACE OF THE NORTH COLUMN OF THE FIRST
 OC0103'PIERS SOUTHWEST OF TRACKS, 9 FEET SOUTHWEST OF SOUTHWEST RAIL
 OC0103'OF SOUTHWEST TRACK, 35 FEET SOUTHWEST OF NORTHEAST ABUTMENT OF
 OC0103'BRIDGE AND ABOUT 1 FOOT ABOVE LEVEL OF TRACK.
 OC0103
 OC0103                          STATION RECOVERY (1966)
 OC0103
 OC0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 OC0103'RECOVERED IN GOOD CONDITION.
 OC0103
 OC0103                          STATION RECOVERY (1978)
 OC0103
 OC0103'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 OC0103'RECOVERED IN GOOD CONDITION.
 OC0103
 OC0103                          STATION RECOVERY (1991)
 OC0103
 OC0103'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OC0103'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0532 ***********************************************************************
 OC0532  DESIGNATION -  F 122
 OC0532  PID         -  OC0532
 OC0532  STATE/COUNTY-  ME/CUMBERLAND
 OC0532  USGS QUAD   -  SEBAGO LAKE (1983)
 OC0532
 OC0532                         *CURRENT SURVEY CONTROL
 OC0532  ___________________________________________________________________
 OC0532* NAD 83(1986)-  43 47 21.     (N)    070 32 35.     (W)     SCALED    
 OC0532* NAVD 88     -        85.690  (meters)     281.13   (feet)  ADJUSTED  
 OC0532  ___________________________________________________________________
 OC0532  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 OC0532  DYNAMIC HT  -          85.678 (meters)     281.10  (feet)  COMP
 OC0532  MODELED GRAV-     980,477.8   (mgal)                       NAVD 88
 OC0532
 OC0532  VERT ORDER  -  FIRST     CLASS II
 OC0532
 OC0532.The horizontal coordinates were scaled from a topographic map and have
 OC0532.an estimated accuracy of +/- 6 seconds.
 OC0532
 OC0532.The orthometric height was determined by differential leveling
 OC0532.and adjusted by the National Geodetic Survey in June 1991..
 OC0532
 OC0532.The geoid height was determined by GEOID03.
 OC0532
 OC0532.The dynamic height is computed by dividing the NAVD 88
 OC0532.geopotential number by the normal gravity value computed on the
 OC0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0532.degrees latitude (g = 980.6199 gals.).
 OC0532
 OC0532.The modeled gravity was interpolated from observed gravity values.
 OC0532
 OC0532;                    North         East    Units  Estimated Accuracy
 OC0532;SPC ME W     -   106,260.      869,710.      MT  (+/- 180 meters Scaled)
 OC0532
 OC0532                          SUPERSEDED SURVEY CONTROL
 OC0532
 OC0532  NGVD 29 (??/??/92)   85.881  (m)          281.76   (f) ADJ UNCH    1 2
 OC0532
 OC0532.Superseded values are not recommended for survey control.
 OC0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0532.See file dsdata.txt to determine how the superseded data were derived.
 OC0532
 OC0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ758496(NAD 83)
 OC0532_MARKER: DB = BENCH MARK DISK
 OC0532_SETTING: 80 = SET IN A BOULDER
 OC0532_SP_SET: BOULDER
 OC0532_STAMPING: F 122 1955
 OC0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC0532+STABILITY: SURFACE MOTION
 OC0532
 OC0532  HISTORY     - Date     Condition        Report By
 OC0532  HISTORY     - 1955     MONUMENTED       CGS
 OC0532  HISTORY     - 1976     GOOD             NGS
 OC0532
 OC0532                          STATION DESCRIPTION
 OC0532
 OC0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 OC0532'2.2 MI NW FROM SEBAGO LAKE.
 OC0532'2.2 MILES NORTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 OC0532'STATION AT SEBAGO LAKE, ABOUT 189 YARDS SOUTHEAST OF CROSSING OF
 OC0532'A NARROW GRADED ROAD, 55 1/2 FEET NORTHEAST AND ACROSS TRACK FROM
 OC0532'MILE POST P 19, 25 1/2 FEET NORTHEAST OF NORTHEAST RAIL, 57 FEET
 OC0532'SOUTHEAST OF THE HIGHEST POIN OF A PROMINENT 7 BY 9 FOOT BOULDER
 OC0532'PROJECTING 4 1/2 FEET, 15.3 FEET SOUTHEAST OF A TELEPHONE POLE
 OC0532'AND IN LINE WITH ROW OF POLES, IN THE TOP OF THE 1 FOOT HIGH
 OC0532'2 1/2 BY 5-FOOT EXPOSED PART OF A BURIED BOULDER AND ABOUT 1
 OC0532'FOOT BELOW LEVEL OF TRACK.
 OC0532
 OC0532                          STATION RECOVERY (1976)
 OC0532
 OC0532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0532'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1467 ***********************************************************************
 PE1467  DESIGNATION -  F 128
 PE1467  PID         -  PE1467
 PE1467  STATE/COUNTY-  ME/KENNEBEC
 PE1467  USGS QUAD   -  FAIRFIELD (1988)
 PE1467
 PE1467                         *CURRENT SURVEY CONTROL
 PE1467  ___________________________________________________________________
 PE1467* NAD 83(1986)-  44 36 31.     (N)    069 33 22.     (W)     SCALED    
 PE1467* NAVD 88     -        48.602  (meters)     159.46   (feet)  ADJUSTED  
 PE1467  ___________________________________________________________________
 PE1467  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 PE1467  DYNAMIC HT  -          48.599 (meters)     159.45  (feet)  COMP
 PE1467  MODELED GRAV-     980,564.7   (mgal)                       NAVD 88
 PE1467  OBS GRAVITY -     980,565.5   (mgal)                       GRAV_OBS
 PE1467
 PE1467  VERT ORDER  -  FIRST     CLASS I
 PE1467
 PE1467.The horizontal coordinates were scaled from a topographic map and have
 PE1467.an estimated accuracy of +/- 6 seconds.
 PE1467
 PE1467.The orthometric height was determined by differential leveling
 PE1467.and adjusted by the National Geodetic Survey in June 1991..
 PE1467
 PE1467.The geoid height was determined by GEOID03.
 PE1467
 PE1467.The dynamic height is computed by dividing the NAVD 88
 PE1467.geopotential number by the normal gravity value computed on the
 PE1467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1467.degrees latitude (g = 980.6199 gals.).
 PE1467
 PE1467.The modeled gravity was interpolated from observed gravity values.
 PE1467.The observed gravity was obtained from relative gravimeter ties
 PE1467.to the IGSN71 gravity network.
 PE1467
 PE1467;                    North         East    Units  Estimated Accuracy
 PE1467;SPC ME W     -   197,420.      948,470.      MT  (+/- 180 meters Scaled)
 PE1467
 PE1467                          SUPERSEDED SURVEY CONTROL
 PE1467
 PE1467  NGVD 29 (??/??/92)   48.802  (m)          160.11   (f) ADJ UNCH    1 1
 PE1467
 PE1467.Superseded values are not recommended for survey control.
 PE1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1467.See file dsdata.txt to determine how the superseded data were derived.
 PE1467
 PE1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK558396(NAD 83)
 PE1467_MARKER: DB = BENCH MARK DISK
 PE1467_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE1467_SP_SET: CULVERT
 PE1467_STAMPING: F 128 1958
 PE1467_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE1467
 PE1467  HISTORY     - Date     Condition        Report By
 PE1467  HISTORY     - 1958     MONUMENTED       CGS
 PE1467  HISTORY     - 1966     GOOD             NGS
 PE1467  HISTORY     - 1978     GOOD             DOD
 PE1467
 PE1467                          STATION DESCRIPTION
 PE1467
 PE1467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE1467'2.3 MI NE FROM FAIRFIELD.
 PE1467'ABOUT 2.3 MILES NORTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM
 PE1467'THE SOUTHWEST END OF THE RAILROAD BRIDGE OVER THE KENNEBEC RIVER
 PE1467'AT FAIRFIELD, ABOUT 0.65 MILE SOUTHWEST OF THE CROSSING OF A
 PE1467'BLACK TOPPED ROAD, ABOUT 0.2 MILE SOUTHWEST OF MILEPOST P87/V164,
 PE1467'IN THE TOP NEAR THE NORTHEAST END OF THE SOUTHEAST CONCRETE HEAD
 PE1467'WALL FOR A 36-INCH PIPE CULVERT, 15.0 FEET SOUTHEAST OF THE
 PE1467'SOUTHEAST RAIL, 3.0 FEET SOUTHWEST OF THE NORTHEAST END OF THE
 PE1467'HEAD WALL, AND ABOUT 6 FEET BELOW THE LEVEL OF THE TRACK.
 PE1467
 PE1467                          STATION RECOVERY (1978)
 PE1467
 PE1467'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE1467'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0829 ***********************************************************************
 PE0829  DESIGNATION -  F 129
 PE0829  PID         -  PE0829
 PE0829  STATE/COUNTY-  ME/SOMERSET
 PE0829  USGS QUAD   -  PITTSFIELD (1982)
 PE0829
 PE0829                         *CURRENT SURVEY CONTROL
 PE0829  ___________________________________________________________________
 PE0829* NAD 83(1986)-  44 48 12.     (N)    069 22 40.     (W)     SCALED    
 PE0829* NAVD 88     -        86.130  (meters)     282.58   (feet)  ADJUSTED  
 PE0829  ___________________________________________________________________
 PE0829  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 PE0829  DYNAMIC HT  -          86.126 (meters)     282.57  (feet)  COMP
 PE0829  MODELED GRAV-     980,574.1   (mgal)                       NAVD 88
 PE0829
 PE0829  VERT ORDER  -  SECOND    CLASS 0
 PE0829
 PE0829.The horizontal coordinates were scaled from a topographic map and have
 PE0829.an estimated accuracy of +/- 6 seconds.
 PE0829
 PE0829.The orthometric height was determined by differential leveling
 PE0829.and adjusted by the National Geodetic Survey in June 1991..
 PE0829
 PE0829.The geoid height was determined by GEOID03.
 PE0829
 PE0829.The dynamic height is computed by dividing the NAVD 88
 PE0829.geopotential number by the normal gravity value computed on the
 PE0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0829.degrees latitude (g = 980.6199 gals.).
 PE0829
 PE0829.The modeled gravity was interpolated from observed gravity values.
 PE0829
 PE0829;                    North         East    Units  Estimated Accuracy
 PE0829;SPC ME W     -   219,180.      962,410.      MT  (+/- 180 meters Scaled)
 PE0829
 PE0829                          SUPERSEDED SURVEY CONTROL
 PE0829
 PE0829  NGVD 29 (??/??/92)   86.350  (m)          283.30   (f) ADJ UNCH    2 0
 PE0829
 PE0829.Superseded values are not recommended for survey control.
 PE0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0829.See file dsdata.txt to determine how the superseded data were derived.
 PE0829
 PE0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK701611(NAD 83)
 PE0829_MARKER: DB = BENCH MARK DISK
 PE0829_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 PE0829_SP_SET: UNSPECIFIED ROCK
 PE0829_STAMPING: F 129 1958
 PE0829_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0829
 PE0829  HISTORY     - Date     Condition        Report By
 PE0829  HISTORY     - 1958     MONUMENTED       CGS
 PE0829
 PE0829                          STATION DESCRIPTION
 PE0829
 PE0829'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0829'2.1 MI N FROM PITTSFIELD.
 PE0829'0.9 MILES NORTH-NORTHWEST ALONG STATE HIGHWAY 152 FROM ITS
 PE0829'JUNCTION WITH STATE HIGHWAY 11 AND 100 IN PITTSFIELD, THENCE
 PE0829'0.6 MILES EAST ALONG WAVERLY AVENUE, THENCE 0.6 MILES NORTH
 PE0829'ALONG NORTH MAINE STREET, SET IN THE TOP OF A 2-FOOT BY 4-FOOT
 PE0829'EXPOSED PORTION OF A ROCK AT THE JUNCTION OF A DRIVE EAST TO A
 PE0829'FARM HOUSE, 38 FEET EAST OF THE CENTER LINE OF THE ROAD, 21 FEET
 PE0829'SOUTH OF THE CENTER LINE OF THE DRIVE, 58 FEET SOUTHWEST OF THE
 PE0829'SOUTHWEST CORNER OF THE HOUSE, 43 FEET SOUTHEAST OF THE JUNCTION,
 PE0829'ABOUT 1 FOOT ABOVE THE GROUND AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0732 ***********************************************************************
 PE0732  DESIGNATION -  F 130
 PE0732  PID         -  PE0732
 PE0732  STATE/COUNTY-  ME/PENOBSCOT
 PE0732  USGS QUAD   -  PLYMOUTH (1982)
 PE0732
 PE0732                         *CURRENT SURVEY CONTROL
 PE0732  ___________________________________________________________________
 PE0732* NAD 83(1986)-  44 49 28.     (N)    069 14 31.     (W)     SCALED    
 PE0732* NAVD 88     -        75.218  (meters)     246.78   (feet)  ADJUSTED  
 PE0732  ___________________________________________________________________
 PE0732  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 PE0732  DYNAMIC HT  -          75.215 (meters)     246.77  (feet)  COMP
 PE0732  MODELED GRAV-     980,572.8   (mgal)                       NAVD 88
 PE0732  OBS GRAVITY -     980,572.7   (mgal)                       GRAV_OBS
 PE0732
 PE0732  VERT ORDER  -  FIRST     CLASS I
 PE0732
 PE0732.The horizontal coordinates were scaled from a topographic map and have
 PE0732.an estimated accuracy of +/- 6 seconds.
 PE0732
 PE0732.The orthometric height was determined by differential leveling
 PE0732.and adjusted by the National Geodetic Survey in June 1991..
 PE0732
 PE0732.The geoid height was determined by GEOID03.
 PE0732
 PE0732.The dynamic height is computed by dividing the NAVD 88
 PE0732.geopotential number by the normal gravity value computed on the
 PE0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0732.degrees latitude (g = 980.6199 gals.).
 PE0732
 PE0732.The modeled gravity was interpolated from observed gravity values.
 PE0732.The observed gravity was obtained from relative gravimeter ties
 PE0732.to the IGSN71 gravity network.
 PE0732
 PE0732;                    North         East    Units  Estimated Accuracy
 PE0732;SPC ME E     -   128,900.      241,330.      MT  (+/- 180 meters Scaled)
 PE0732
 PE0732                          SUPERSEDED SURVEY CONTROL
 PE0732
 PE0732  NGVD 29 (??/??/92)   75.439  (m)          247.50   (f) ADJ UNCH    1 1
 PE0732
 PE0732.Superseded values are not recommended for survey control.
 PE0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0732.See file dsdata.txt to determine how the superseded data were derived.
 PE0732
 PE0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK808634(NAD 83)
 PE0732_MARKER: DB = BENCH MARK DISK
 PE0732_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 PE0732_SP_SET: UNSPECIFIED ROCK
 PE0732_STAMPING: F 130 1958
 PE0732_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0732
 PE0732  HISTORY     - Date     Condition        Report By
 PE0732  HISTORY     - 1958     MONUMENTED       CGS
 PE0732  HISTORY     - 1966     GOOD             NGS
 PE0732  HISTORY     - 1978     GOOD             DOD
 PE0732  HISTORY     - 1984     GOOD             USPSQD
 PE0732  HISTORY     - 1989     GOOD             USPSQD
 PE0732
 PE0732                          STATION DESCRIPTION
 PE0732
 PE0732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0732'1.6 MI SE FROM NEWPORT.
 PE0732'1.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 2 FROM THE CROSSING OF
 PE0732'THE MAINE CENTRAL RAILROAD AT NEWPORT, NEAR THE JUNCTION OF A
 PE0732'DIRT ROAD LEADING NORTH, 134 1/2 FEET NORTH OF THE CENTER LINE
 PE0732'OF THE HIGHWAY, 75 1/2 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 PE0732'A 1 1/2-STORIED FARM HOUSE, IN THE TOP OF A ROCK THAT THE EXPOSED
 PE0732'PORTION IS ABOUT 2 1/2-BY-3 1/2-FOOT AND PROJECTS 1/2-FOOT, 5
 PE0732'FEET WEST OF THE CENTER LINE OF THE DIRT ROAD, AND ABOUT 2 FEET
 PE0732'BELOW THE LEVEL OF THE HIGHWAY.
 PE0732
 PE0732                          STATION RECOVERY (1978)
 PE0732
 PE0732'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE0732'RECOVERED IN GOOD CONDITION.
 PE0732
 PE0732                          STATION RECOVERY (1984)
 PE0732
 PE0732'RECOVERY NOTE BY US POWER SQUADRON 1984
 PE0732'RECOVERED IN GOOD CONDITION.
 PE0732
 PE0732                          STATION RECOVERY (1989)
 PE0732
 PE0732'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELG)
 PE0732'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0631 ***********************************************************************
 PE0631  DESIGNATION -  F 131
 PE0631  PID         -  PE0631
 PE0631  STATE/COUNTY-  ME/PENOBSCOT
 PE0631  USGS QUAD   -  HERMON (1978)
 PE0631
 PE0631                         *CURRENT SURVEY CONTROL
 PE0631  ___________________________________________________________________
 PE0631* NAD 83(1986)-  44 46 26.     (N)    068 59 13.     (W)     SCALED    
 PE0631* NAVD 88     -        78.384  (meters)     257.16   (feet)  ADJUSTED  
 PE0631  ___________________________________________________________________
 PE0631  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 PE0631  DYNAMIC HT  -          78.381 (meters)     257.15  (feet)  COMP
 PE0631  MODELED GRAV-     980,571.8   (mgal)                       NAVD 88
 PE0631
 PE0631  VERT ORDER  -  SECOND    CLASS 0
 PE0631
 PE0631.The horizontal coordinates were scaled from a topographic map and have
 PE0631.an estimated accuracy of +/- 6 seconds.
 PE0631
 PE0631.The orthometric height was determined by differential leveling
 PE0631.and adjusted by the National Geodetic Survey in June 1991..
 PE0631
 PE0631.The geoid height was determined by GEOID03.
 PE0631
 PE0631.The dynamic height is computed by dividing the NAVD 88
 PE0631.geopotential number by the normal gravity value computed on the
 PE0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0631.degrees latitude (g = 980.6199 gals.).
 PE0631
 PE0631.The modeled gravity was interpolated from observed gravity values.
 PE0631
 PE0631;                    North         East    Units  Estimated Accuracy
 PE0631;SPC ME E     -   123,130.      261,460.      MT  (+/- 180 meters Scaled)
 PE0631
 PE0631                          SUPERSEDED SURVEY CONTROL
 PE0631
 PE0631  NGVD 29 (??/??/92)   78.600  (m)          257.87   (f) ADJ UNCH    2 0
 PE0631
 PE0631.Superseded values are not recommended for survey control.
 PE0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0631.See file dsdata.txt to determine how the superseded data were derived.
 PE0631
 PE0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK010578(NAD 83)
 PE0631_MARKER: DB = BENCH MARK DISK
 PE0631_SETTING: 66 = SET IN ROCK OUTCROP
 PE0631_SP_SET: ROCK CUT
 PE0631_STAMPING: F 131 1958
 PE0631_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0631+STABILITY: POSITION/ELEVATION WELL
 PE0631
 PE0631  HISTORY     - Date     Condition        Report By
 PE0631  HISTORY     - 1958     MONUMENTED       CGS
 PE0631
 PE0631                          STATION DESCRIPTION
 PE0631
 PE0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0631'3.7 MI SE FROM CARMEL.
 PE0631'3.7 MILES SOUTHEAST ALONG BLACKTOP ROAD FROM THE POST OFFICE
 PE0631'AT CARMEL, ABOUT 0.1 MILE NORTHWEST OF THE TOP OF THE GRADE, SET
 PE0631'IN THE TOP OF A ROCK CUT NORTHEAST OF THE ROAD, 18 FEET NORTHEAST
 PE0631'OF THE CENTER LINE OF THE ROAD, 105 FEET SOUTHEAST OF TELEPHONE
 PE0631'POLE N-5-46-05, 169 FEET NORTHWEST OF TELEPHONE POLE N-58-45-04,
 PE0631'19 FEET SOUTHEAST OF THE NORTHWEST END OF THE CUT, ABOUT LEVEL
 PE0631'WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0624 ***********************************************************************
 PE0624  DESIGNATION -  F 132
 PE0624  PID         -  PE0624
 PE0624  STATE/COUNTY-  ME/PENOBSCOT
 PE0624  USGS QUAD   -  BANGOR (1991)
 PE0624
 PE0624                         *CURRENT SURVEY CONTROL
 PE0624  ___________________________________________________________________
 PE0624* NAD 83(1986)-  44 46 50.     (N)    068 49 48.     (W)     SCALED    
 PE0624* NAVD 88     -        58.988  (meters)     193.53   (feet)  ADJUSTED  
 PE0624  ___________________________________________________________________
 PE0624  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 PE0624  DYNAMIC HT  -          58.985 (meters)     193.52  (feet)  COMP
 PE0624  MODELED GRAV-     980,577.3   (mgal)                       NAVD 88
 PE0624
 PE0624  VERT ORDER  -  SECOND    CLASS 0
 PE0624
 PE0624.The horizontal coordinates were scaled from a topographic map and have
 PE0624.an estimated accuracy of +/- 6 seconds.
 PE0624
 PE0624.The orthometric height was determined by differential leveling
 PE0624.and adjusted by the National Geodetic Survey in June 1991..
 PE0624
 PE0624.The geoid height was determined by GEOID03.
 PE0624
 PE0624.The dynamic height is computed by dividing the NAVD 88
 PE0624.geopotential number by the normal gravity value computed on the
 PE0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0624.degrees latitude (g = 980.6199 gals.).
 PE0624
 PE0624.The modeled gravity was interpolated from observed gravity values.
 PE0624
 PE0624;                    North         East    Units  Estimated Accuracy
 PE0624;SPC ME E     -   123,810.      273,880.      MT  (+/- 180 meters Scaled)
 PE0624
 PE0624                          SUPERSEDED SURVEY CONTROL
 PE0624
 PE0624  NGVD 29 (??/??/92)   59.196  (m)          194.21   (f) ADJ UNCH    2 0
 PE0624
 PE0624.Superseded values are not recommended for survey control.
 PE0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0624.See file dsdata.txt to determine how the superseded data were derived.
 PE0624
 PE0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK134585(NAD 83)
 PE0624_MARKER: DB = BENCH MARK DISK
 PE0624_SETTING: 66 = SET IN ROCK OUTCROP
 PE0624_SP_SET: BEDROCK
 PE0624_STAMPING: F 132 1958
 PE0624_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0624+STABILITY: POSITION/ELEVATION WELL
 PE0624
 PE0624  HISTORY     - Date     Condition        Report By
 PE0624  HISTORY     - 1958     MONUMENTED       CGS
 PE0624  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 PE0624
 PE0624                          STATION DESCRIPTION
 PE0624
 PE0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0624'4.4 MI N FROM HAMPDEN.
 PE0624'2.2 MILES NORTHWEST ALONG BLACKTOP ROAD TO HERMON CENTER FROM
 PE0624'THE WATER WORKS AT HAMPDEN, THENCE 1.8 MILES NORTHEAST ALONG A
 PE0624'GRAVEL AND BLACKTOP ROAD, ABOUT 0.1 MILE WEST OF A FARM HOUSE
 PE0624'NORTH OF THE ROAD, ABOUT 0.05 MILES NORTHWEST OF A HOUSE SOUTH
 PE0624'OF THE ROAD, SET IN THE TOP OF THE HIGHEAST POINT OF A JAGGED
 PE0624'SECTION OF BEDROCK, 115 FEET NORTH OF THE CENTER LINE OF THE
 PE0624'ROAD, 124 FEET NORTHEAST OF TELEPHONE POLE 71, 101 FEET
 PE0624'NORTH-NORTHWEST OF TELEPHONE POLE 70, 2 1/2 FEET NORTH OF A
 PE0624'METAL WITNESS POST, ABOUT 7 FEET ABOVE THE LEVEL OF THE ROAD.
 PE0624
 PE0624                          STATION RECOVERY (1985)
 PE0624
 PE0624'RECOVERY NOTE BY US POWER SQUADRON 1985
 PE0624'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0570 ***********************************************************************
 PE0570  DESIGNATION -  F 133
 PE0570  PID         -  PE0570
 PE0570  STATE/COUNTY-  ME/PENOBSCOT
 PE0570  USGS QUAD   -  OLD TOWN (1988)
 PE0570
 PE0570                         *CURRENT SURVEY CONTROL
 PE0570  ___________________________________________________________________
 PE0570* NAD 83(1986)-  44 57 34.     (N)    068 41 48.     (W)     SCALED    
 PE0570* NAVD 88     -        34.017  (meters)     111.60   (feet)  ADJUSTED  
 PE0570  ___________________________________________________________________
 PE0570  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 PE0570  DYNAMIC HT  -          34.017 (meters)     111.60  (feet)  COMP
 PE0570  MODELED GRAV-     980,598.6   (mgal)                       NAVD 88
 PE0570
 PE0570  VERT ORDER  -  SECOND    CLASS 0
 PE0570
 PE0570.The horizontal coordinates were scaled from a topographic map and have
 PE0570.an estimated accuracy of +/- 6 seconds.
 PE0570
 PE0570.The orthometric height was determined by differential leveling
 PE0570.and adjusted by the National Geodetic Survey in June 1991..
 PE0570
 PE0570.The geoid height was determined by GEOID03.
 PE0570
 PE0570.The dynamic height is computed by dividing the NAVD 88
 PE0570.geopotential number by the normal gravity value computed on the
 PE0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0570.degrees latitude (g = 980.6199 gals.).
 PE0570
 PE0570.The modeled gravity was interpolated from observed gravity values.
 PE0570
 PE0570;                    North         East    Units  Estimated Accuracy
 PE0570;SPC ME E     -   143,660.      284,480.      MT  (+/- 180 meters Scaled)
 PE0570
 PE0570                          SUPERSEDED SURVEY CONTROL
 PE0570
 PE0570  NGVD 29 (??/??/92)   34.223  (m)          112.28   (f) ADJ UNCH    2 0
 PE0570
 PE0570.Superseded values are not recommended for survey control.
 PE0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0570.See file dsdata.txt to determine how the superseded data were derived.
 PE0570
 PE0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK239784(NAD 83)
 PE0570_MARKER: DB = BENCH MARK DISK
 PE0570_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE0570_SP_SET: BRIDGE
 PE0570_STAMPING: F 133 1958
 PE0570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0570
 PE0570  HISTORY     - Date     Condition        Report By
 PE0570  HISTORY     - 1958     MONUMENTED       CGS
 PE0570  HISTORY     - 1988     GOOD             USPSQD
 PE0570  HISTORY     - 1989     GOOD             USPSQD
 PE0570  HISTORY     - 1990     GOOD             USPSQD
 PE0570
 PE0570                          STATION DESCRIPTION
 PE0570
 PE0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0570'3.4 MI NW FROM OLD TOWN.
 PE0570'2.95 MILES NORTHWEST ALONG STATE HIGHWAY 43 FROM ITS JUNCTION
 PE0570'WITH U.S. HIGHWAY 2 AT OLD TOWN, THENCE 0.5 MILES NORTH ALONG
 PE0570'STATE HIGHWAY 16, SET IN THE TOP OF THE EAST END OF THE NORTH
 PE0570'ABUTMENT OF A 100-FOOT STEEL BRIDGE, 15 FEET EAST OF THE CENTER
 PE0570'LINE OF THE HIGHWAY, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 PE0570
 PE0570                          STATION RECOVERY (1988)
 PE0570
 PE0570'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE0570'RECOVERED IN GOOD CONDITION.
 PE0570
 PE0570                          STATION RECOVERY (1989)
 PE0570
 PE0570'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELG)
 PE0570'RECOVERED IN GOOD CONDITION.
 PE0570
 PE0570                          STATION RECOVERY (1990)
 PE0570
 PE0570'RECOVERY NOTE BY US POWER SQUADRON 1990 (ELG)
 PE0570'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0432 ***********************************************************************
 QG0432  DESIGNATION -  F 134
 QG0432  PID         -  QG0432
 QG0432  STATE/COUNTY-  ME/PENOBSCOT
 QG0432  USGS QUAD   -  HOWLAND (1988)
 QG0432
 QG0432                         *CURRENT SURVEY CONTROL
 QG0432  ___________________________________________________________________
 QG0432* NAD 83(1986)-  45 09 18.     (N)    068 40 03.     (W)     SCALED    
 QG0432* NAVD 88     -        45.175  (meters)     148.21   (feet)  ADJUSTED  
 QG0432  ___________________________________________________________________
 QG0432  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 QG0432  DYNAMIC HT  -          45.175 (meters)     148.21  (feet)  COMP
 QG0432  MODELED GRAV-     980,614.6   (mgal)                       NAVD 88
 QG0432
 QG0432  VERT ORDER  -  SECOND    CLASS 0
 QG0432
 QG0432.The horizontal coordinates were scaled from a topographic map and have
 QG0432.an estimated accuracy of +/- 6 seconds.
 QG0432
 QG0432.The orthometric height was determined by differential leveling
 QG0432.and adjusted by the National Geodetic Survey in June 1991..
 QG0432
 QG0432.The geoid height was determined by GEOID03.
 QG0432
 QG0432.The dynamic height is computed by dividing the NAVD 88
 QG0432.geopotential number by the normal gravity value computed on the
 QG0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0432.degrees latitude (g = 980.6199 gals.).
 QG0432
 QG0432.The modeled gravity was interpolated from observed gravity values.
 QG0432
 QG0432;                    North         East    Units  Estimated Accuracy
 QG0432;SPC ME E     -   165,380.      286,830.      MT  (+/- 180 meters Scaled)
 QG0432
 QG0432                          SUPERSEDED SURVEY CONTROL
 QG0432
 QG0432  NGVD 29 (??/??/92)   45.382  (m)          148.89   (f) ADJ UNCH    2 0
 QG0432
 QG0432.Superseded values are not recommended for survey control.
 QG0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0432.See file dsdata.txt to determine how the superseded data were derived.
 QG0432
 QG0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL261002(NAD 83)
 QG0432_MARKER: DB = BENCH MARK DISK
 QG0432_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QG0432_SP_SET: PINE TREE
 QG0432_STAMPING: F 134 1958
 QG0432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG0432
 QG0432  HISTORY     - Date     Condition        Report By
 QG0432  HISTORY     - 1958     MONUMENTED       CGS
 QG0432  HISTORY     - 1959     GOOD             NGS
 QG0432  HISTORY     - 19851024 MARK NOT FOUND   USPSQD
 QG0432
 QG0432                          STATION DESCRIPTION
 QG0432
 QG0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 QG0432'20.4 MI N FROM OLD TOWN.
 QG0432'2.95 MILES NORTHWEST ALONG STATE HIGHWAY 43 FROM ITS JUNCTION
 QG0432'WITH U.S. HIGHWAY 2 AT OLD TOWN, THENCE 2.25 MILES NORTH ALONG
 QG0432'STATE HIGHWAY 16, THENCE 12.45 MILES NORTH ALONG STATE HIGHWAY
 QG0432'116, THENCE 2.75 MILES WEST ALONG TREE FARM ROAD, SET VERTICALLY
 QG0432'IN THE SOUTH FACE OF AN 18-INCH PINE TREE AND ABOUT 3 1/2 FEET
 QG0432'ABOVE THE LEVEL OF THE GROUND, 23 FEET NORTH OF THE CENTER LINE
 QG0432'OF THE ROAD, 85 FEET WEST OF THE NORTHWEST CORNER OF A SMALL
 QG0432'WOODEN BRIDGE, 23 FEET NORTHEAST OF THE NORTH END OF A 24-INCH
 QG0432'CORRUGATED PIPE CULVERT, ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
 QG0432
 QG0432                          STATION RECOVERY (1959)
 QG0432
 QG0432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 QG0432'RECOVERED IN GOOD CONDITION.
 QG0432
 QG0432                          STATION RECOVERY (1985)
 QG0432
 QG0432'RECOVERY NOTE BY US POWER SQUADRON 1985 (DVH)
 QG0432'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0487 ***********************************************************************
 QG0487  DESIGNATION -  F 136
 QG0487  PID         -  QG0487
 QG0487  STATE/COUNTY-  ME/PENOBSCOT
 QG0487  USGS QUAD   -  SEBOEIS (1988)
 QG0487
 QG0487                         *CURRENT SURVEY CONTROL
 QG0487  ___________________________________________________________________
 QG0487* NAD 83(1986)-  45 19 02.     (N)    068 37 37.     (W)     SCALED    
 QG0487* NAVD 88     -        50.093  (meters)     164.35   (feet)  ADJUSTED  
 QG0487  ___________________________________________________________________
 QG0487  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 QG0487  DYNAMIC HT  -          50.093 (meters)     164.35  (feet)  COMP
 QG0487  MODELED GRAV-     980,617.3   (mgal)                       NAVD 88
 QG0487
 QG0487  VERT ORDER  -  FIRST     CLASS II
 QG0487
 QG0487.The horizontal coordinates were scaled from a topographic map and have
 QG0487.an estimated accuracy of +/- 6 seconds.
 QG0487
 QG0487.The orthometric height was determined by differential leveling
 QG0487.and adjusted by the National Geodetic Survey in June 1991..
 QG0487
 QG0487.The geoid height was determined by GEOID03.
 QG0487
 QG0487.The dynamic height is computed by dividing the NAVD 88
 QG0487.geopotential number by the normal gravity value computed on the
 QG0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0487.degrees latitude (g = 980.6199 gals.).
 QG0487
 QG0487.The modeled gravity was interpolated from observed gravity values.
 QG0487
 QG0487;                    North         East    Units  Estimated Accuracy
 QG0487;SPC ME E     -   183,400.      290,050.      MT  (+/- 180 meters Scaled)
 QG0487
 QG0487                          SUPERSEDED SURVEY CONTROL
 QG0487
 QG0487  NGVD 29 (??/??/92)   50.282  (m)          164.97   (f) ADJ UNCH    1 2
 QG0487
 QG0487.Superseded values are not recommended for survey control.
 QG0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0487.See file dsdata.txt to determine how the superseded data were derived.
 QG0487
 QG0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL292182(NAD 83)
 QG0487_MARKER: DB = BENCH MARK DISK
 QG0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0487_STAMPING: F 136 1959
 QG0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0487+STABILITY: SURFACE MOTION
 QG0487
 QG0487  HISTORY     - Date     Condition        Report By
 QG0487  HISTORY     - 1959     MONUMENTED       CGS
 QG0487  HISTORY     - 1978     GOOD             NGS
 QG0487  HISTORY     - 1978     GOOD             NGS
 QG0487  HISTORY     - 1978     GOOD             NGS
 QG0487
 QG0487                          STATION DESCRIPTION
 QG0487
 QG0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QG0487'6.6 MI N FROM HOWLAND.
 QG0487'6.6 MILES NORTH ALONG STATE HIGHWAY 116 FROM THE NORTH END OF
 QG0487'THE LARGE STATE HIGHWAY 116 BRIDGE OVER THE PISCATAQUIS RIVER AT
 QG0487'HOWLAND, ABOUT 0.2 MILE NORTH OF A LARGE PINE CULVERT UNDER THE
 QG0487'HIGHWAY, 0.75 MILE NORTHEAST OF THE HOWLAND-MATTAMISCONTIS TOWN
 QG0487'LINE, ABOUT 100 YARDS WEST OF THE WEST END OF THE BEGINNING OF A
 QG0487'CURVE, ALONG THE NORTH BANK OF THE PENOBSCOT RIVER, 31 1/2 FEET
 QG0487'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 97 1/2 FEET EAST OF A
 QG0487'CURVE SIGN, 45 FEET NORTH OF THE NORTH EDGE OF THE RIVER, 2.2
 QG0487'FEET NORTH OF A METAL WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE
 QG0487'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 QG0487'ABOVE THE GROUND.
 QG0487
 QG0487                          STATION RECOVERY (1978)
 QG0487
 QG0487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0487'2.2 MILES WEST ALONG STATE HIGHWAY 116 FROM THE NORTH END OF THE
 QG0487'STATE HIGHWAY 116 BRIDGE ACROSS THE PISCATAQUIS RIVER AT HOWLAND TO
 QG0487'A Y-JUNCTION, THENCE 4.2 MILES NORTHEAST ALONG STATE HIGHWAY 116
 QG0487'TO A DIRT ROAD LEADING SOUTHEAST FROM THE HIGHWAY, THENCE 0.1 MILE
 QG0487'SOUTHEAST ALONG THE DIRT ROAD TO A PAVED ROAD LEADING EAST, THENCE
 QG0487'0.1 MILES EAST ALONG THE PAVED ROAD, 31.0 FT. SOUTH OF THE CENTER
 QG0487'LINE OF THE PAVED ROAD, 11.0 FT. NORTH OF A TWIN TRUNKED TRIANGULAR
 QG0487'BLAZED 6-INCH POPLAR TREE.
 QG0487
 QG0487                          STATION RECOVERY (1978)
 QG0487
 QG0487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0487'2.2 MILES WEST ALONG STATE HIGHWAY 116 FROM THE NORTH END OF THE
 QG0487'STATE HIGHWAY 116 BRIDGE ACROSS THE PISCATAQUIS RIVER AT HOWLAND TO
 QG0487'A Y-JUNCTION, THENCE 4.2 MILES NORTHEAST ALONG STATE HIGHWAY 116
 QG0487'TO A DIRT ROAD LEADING SOUTHEAST FROM THE HIGHWAY, THENCE 0.1 MILE
 QG0487'SOUTHEAST ALONG THE DIRT ROAD TO A PAVED ROAD LEADING EAST, THENCE
 QG0487'0.1 MILES EAST ALONG THE PAVED ROAD, 31.0 FT. SOUTH OF THE CENTER
 QG0487'LINE OF THE PAVED ROAD, 11.0 FT. NORTH OF A TWIN TRUNKED TRIANGULAR
 QG0487'BLAZED 6-INCH POPLAR TREE.
 QG0487
 QG0487                          STATION RECOVERY (1978)
 QG0487
 QG0487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0487'2.2 MILES WEST ALONG STATE HIGHWAY 116 FROM THE NORTH END OF THE
 QG0487'STATE HIGHWAY 116 BRIDGE ACROSS THE PISCATAQUIS RIVER AT HOWLAND TO
 QG0487'A Y-JUNCTION, THENCE 4.2 MILES NORTHEAST ALONG STATE HIGHWAY 116
 QG0487'TO A DIRT ROAD LEADING SOUTHEAST FROM THE HIGHWAY, THENCE 0.1 MILE
 QG0487'SOUTHEAST ALONG THE DIRT ROAD TO A PAVED ROAD LEADING EAST, THENCE
 QG0487'0.1 MILES EAST ALONG THE PAVED ROAD, 31.0 FT. SOUTH OF THE CENTER
 QG0487'LINE OF THE PAVED ROAD, 11.0 FT. NORTH OF A TWIN TRUNKED TRIANGULAR
 QG0487'BLAZED 6-INCH POPLAR TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0625 ***********************************************************************
 QG0625  DESIGNATION -  F 137
 QG0625  PID         -  QG0625
 QG0625  STATE/COUNTY-  ME/PENOBSCOT
 QG0625  USGS QUAD   -  MEDUNKEUNK LAKE (1988)
 QG0625
 QG0625                         *CURRENT SURVEY CONTROL
 QG0625  ___________________________________________________________________
 QG0625* NAD 83(1986)-  45 36 08.     (N)    068 32 07.     (W)     SCALED    
 QG0625* NAVD 88     -        86.513  (meters)     283.83   (feet)  ADJUSTED  
 QG0625  ___________________________________________________________________
 QG0625  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 QG0625  DYNAMIC HT  -          86.514 (meters)     283.84  (feet)  COMP
 QG0625  MODELED GRAV-     980,629.1   (mgal)                       NAVD 88
 QG0625
 QG0625  VERT ORDER  -  SECOND    CLASS 0
 QG0625
 QG0625.The horizontal coordinates were scaled from a topographic map and have
 QG0625.an estimated accuracy of +/- 6 seconds.
 QG0625
 QG0625.The orthometric height was determined by differential leveling
 QG0625.and adjusted by the National Geodetic Survey in June 1991..
 QG0625
 QG0625.The geoid height was determined by GEOID03.
 QG0625
 QG0625.The dynamic height is computed by dividing the NAVD 88
 QG0625.geopotential number by the normal gravity value computed on the
 QG0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0625.degrees latitude (g = 980.6199 gals.).
 QG0625
 QG0625.The modeled gravity was interpolated from observed gravity values.
 QG0625
 QG0625;                    North         East    Units  Estimated Accuracy
 QG0625;SPC ME E     -   215,070.      297,250.      MT  (+/- 180 meters Scaled)
 QG0625
 QG0625                          SUPERSEDED SURVEY CONTROL
 QG0625
 QG0625  NGVD 29 (??/??/92)   86.711  (m)          284.48   (f) ADJ UNCH    2 0
 QG0625
 QG0625.Superseded values are not recommended for survey control.
 QG0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0625.See file dsdata.txt to determine how the superseded data were derived.
 QG0625
 QG0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL362499(NAD 83)
 QG0625_MARKER: DB = BENCH MARK DISK
 QG0625_SETTING: 66 = SET IN ROCK OUTCROP
 QG0625_SP_SET: ROCK OUTCROP
 QG0625_STAMPING: F 137 1959
 QG0625_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0625+STABILITY: POSITION/ELEVATION WELL
 QG0625
 QG0625  HISTORY     - Date     Condition        Report By
 QG0625  HISTORY     - 1959     MONUMENTED       CGS
 QG0625  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QG0625
 QG0625                          STATION DESCRIPTION
 QG0625
 QG0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QG0625'0.5 MI SSE FROM MEDWAY.
 QG0625'0.5 MILE SOUTH-SOUTHEAST ALONG STATE HIGHWAY 116 FROM THE SOUTH
 QG0625'END OF THE LARGE STEEL BRIDGE OVER THE WEST BRANCH OF THE
 QG0625'PENOBSCOT RIVER, ON THE TOP OF A 2-BY-2 FOOT FLAT OUTCROP
 QG0625'PROJECTING 3 INCHES ABOVE THE GROUND, 24 FEET NORTH OF THE
 QG0625'CENTER LINE OF THE HIGHWAY, 62 FEET NORTHEAST AND ACROSS THE
 QG0625'HIGHWAY FROM POWER LINE POLE NO. 30, DIRECTLY ACROSS THE
 QG0625'HIGHWAY FROM A STATE SNOW FENCE STORAGE PLACE, ABOUT LEVEL
 QG0625'WITH THE SURFACE OF THE HIGHWAY.
 QG0625
 QG0625                          STATION RECOVERY (1985)
 QG0625
 QG0625'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLM)
 QG0625'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0110 ***********************************************************************
 QG0110  DESIGNATION -  F 138
 QG0110  PID         -  QG0110
 QG0110  STATE/COUNTY-  ME/PENOBSCOT
 QG0110  USGS QUAD   -  SALMON STREAM LAKE (1988)
 QG0110
 QG0110                         *CURRENT SURVEY CONTROL
 QG0110  ___________________________________________________________________
 QG0110* NAD 83(1986)-  45 41 46.     (N)    068 29 19.     (W)     SCALED    
 QG0110* NAVD 88     -       124.053  (meters)     407.00   (feet)  ADJUSTED  
 QG0110  ___________________________________________________________________
 QG0110  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 QG0110  DYNAMIC HT  -         124.055 (meters)     407.00  (feet)  COMP
 QG0110  MODELED GRAV-     980,635.5   (mgal)                       NAVD 88
 QG0110
 QG0110  VERT ORDER  -  SECOND    CLASS 0
 QG0110
 QG0110.The horizontal coordinates were scaled from a topographic map and have
 QG0110.an estimated accuracy of +/- 6 seconds.
 QG0110
 QG0110.The orthometric height was determined by differential leveling
 QG0110.and adjusted by the National Geodetic Survey in June 1991..
 QG0110
 QG0110.The geoid height was determined by GEOID03.
 QG0110
 QG0110.The dynamic height is computed by dividing the NAVD 88
 QG0110.geopotential number by the normal gravity value computed on the
 QG0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0110.degrees latitude (g = 980.6199 gals.).
 QG0110
 QG0110.The modeled gravity was interpolated from observed gravity values.
 QG0110
 QG0110;                    North         East    Units  Estimated Accuracy
 QG0110;SPC ME E     -   225,500.      300,890.      MT  (+/- 180 meters Scaled)
 QG0110
 QG0110                          SUPERSEDED SURVEY CONTROL
 QG0110
 QG0110  NGVD 29 (??/??/92)  124.239  (m)          407.61   (f) ADJ UNCH    2 0
 QG0110
 QG0110.Superseded values are not recommended for survey control.
 QG0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0110.See file dsdata.txt to determine how the superseded data were derived.
 QG0110
 QG0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL398604(NAD 83)
 QG0110_MARKER: DB = BENCH MARK DISK
 QG0110_SETTING: 80 = SET IN A BOULDER
 QG0110_SP_SET: BOULDER
 QG0110_STAMPING: F 138 1959
 QG0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0110+STABILITY: SURFACE MOTION
 QG0110
 QG0110  HISTORY     - Date     Condition        Report By
 QG0110  HISTORY     - 1959     MONUMENTED       CGS
 QG0110  HISTORY     - 19851107 MARK NOT FOUND   USPSQD
 QG0110
 QG0110                          STATION DESCRIPTION
 QG0110
 QG0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QG0110'11 MI NE FROM MEDWAY.
 QG0110'5.3 MILES NORTH-NORTHWEST ALONG STATE HIGHWAY 11 FROM ITS JUNCTION
 QG0110'WITH STATE HIGHWAY 157 AT MEDWAY, THENCE 2.4 MILES EAST ALONG
 QG0110'MAIN TRAVELED GRAVEL ROAD, THENCE 2.6 MILES SOUTHEAST ALONG A
 QG0110'GRAVEL ROAD, THENCE 0.7 MILE EAST ALONG A WOODS ROAD, ON THE TOP
 QG0110'OF A BLACK 5-BY-5-FOOT EMBEDDED BOULDER PROJECTING 3 FEET ABOVE
 QG0110'THE GROUND, 8 FEET EAST OF THE CENTER LINE OF THE WOODS ROAD,
 QG0110'19 FEET EAST OF AND ACROSS THE ROAD FROM A 12-INCH BLAZED PINE TREE,
 QG0110'15 FEET WEST OF A BLAZED 24-INCH ASH TREE, AND ABOUT 4 FEET ABOVE
 QG0110'THE LEVEL OF THE WOODS ROAD.
 QG0110
 QG0110                          STATION RECOVERY (1985)
 QG0110
 QG0110'RECOVERY NOTE BY US POWER SQUADRON 1985 (DVH)
 QG0110'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0174 ***********************************************************************
 QG0174  DESIGNATION -  F 139
 QG0174  PID         -  QG0174
 QG0174  STATE/COUNTY-  ME/AROOSTOOK
 QG0174  USGS QUAD   -  CRYSTAL (1989)
 QG0174
 QG0174                         *CURRENT SURVEY CONTROL
 QG0174  ___________________________________________________________________
 QG0174* NAD 83(1986)-  45 58 01.     (N)    068 16 53.     (W)     SCALED    
 QG0174* NAVD 88     -       197.961  (meters)     649.48   (feet)  ADJUSTED  
 QG0174  ___________________________________________________________________
 QG0174  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 QG0174  DYNAMIC HT  -         197.969 (meters)     649.50  (feet)  COMP
 QG0174  MODELED GRAV-     980,649.4   (mgal)                       NAVD 88
 QG0174
 QG0174  VERT ORDER  -  SECOND    CLASS 0
 QG0174
 QG0174.The horizontal coordinates were scaled from a topographic map and have
 QG0174.an estimated accuracy of +/- 6 seconds.
 QG0174
 QG0174.The orthometric height was determined by differential leveling
 QG0174.and adjusted by the National Geodetic Survey in June 1991..
 QG0174
 QG0174.The geoid height was determined by GEOID03.
 QG0174
 QG0174.The dynamic height is computed by dividing the NAVD 88
 QG0174.geopotential number by the normal gravity value computed on the
 QG0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0174.degrees latitude (g = 980.6199 gals.).
 QG0174
 QG0174.The modeled gravity was interpolated from observed gravity values.
 QG0174
 QG0174;                    North         East    Units  Estimated Accuracy
 QG0174;SPC ME E     -   255,620.      316,940.      MT  (+/- 180 meters Scaled)
 QG0174
 QG0174                          SUPERSEDED SURVEY CONTROL
 QG0174
 QG0174  NGVD 29 (??/??/92)  198.134  (m)          650.04   (f) ADJ UNCH    2 0
 QG0174
 QG0174.Superseded values are not recommended for survey control.
 QG0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0174.See file dsdata.txt to determine how the superseded data were derived.
 QG0174
 QG0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL556906(NAD 83)
 QG0174_MARKER: DB = BENCH MARK DISK
 QG0174_SETTING: 66 = SET IN ROCK OUTCROP
 QG0174_SP_SET: ROCK OUTCROP
 QG0174_STAMPING: F 139 1959
 QG0174_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0174+STABILITY: POSITION/ELEVATION WELL
 QG0174
 QG0174  HISTORY     - Date     Condition        Report By
 QG0174  HISTORY     - 1959     MONUMENTED       CGS
 QG0174
 QG0174                          STATION DESCRIPTION
 QG0174
 QG0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QG0174'3.3 MI S FROM ISLAND FALLS.
 QG0174'3.3 MILES SOUTH ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF
 QG0174'U.S. HIGHWAY 2 AND STATE HIGHWAY 159 AT ISLAND FALLS, IN AN OPEN
 QG0174'PASTURE ON TOP OF A 5 BY 5 FOOT OUTCROP PROJECTING 2 FEET ABOVE
 QG0174'THE GROUND, ABOUT 120 YARDS NORTHEAST OF A FARM HOUSE, 89 1/2
 QG0174'FEET SOUTHEAST OF CENTERLINE OF U.S. HIGHWAY 2, 72 FEET SOUTHEAST
 QG0174'OF TELEPHONE POLE NO. 245-355, 3 FEET BELOW THE LEVEL OF THE
 QG0174'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0659 ***********************************************************************
 PE0659  DESIGNATION -  F 14
 PE0659  PID         -  PE0659
 PE0659  STATE/COUNTY-  ME/PENOBSCOT
 PE0659  USGS QUAD   -  CARMEL (1982)
 PE0659
 PE0659                         *CURRENT SURVEY CONTROL
 PE0659  ___________________________________________________________________
 PE0659* NAD 83(1986)-  44 49 14.     (N)    069 06 52.     (W)     SCALED    
 PE0659* NAVD 88     -        70.997  (meters)     232.93   (feet)  ADJUSTED  
 PE0659  ___________________________________________________________________
 PE0659  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 PE0659  DYNAMIC HT  -          70.993 (meters)     232.92  (feet)  COMP
 PE0659  MODELED GRAV-     980,572.7   (mgal)                       NAVD 88
 PE0659  OBS GRAVITY -     980,573.7   (mgal)                       GRAV_OBS
 PE0659
 PE0659  VERT ORDER  -  FIRST     CLASS I
 PE0659
 PE0659.The horizontal coordinates were scaled from a topographic map and have
 PE0659.an estimated accuracy of +/- 6 seconds.
 PE0659
 PE0659.The orthometric height was determined by differential leveling
 PE0659.and adjusted by the National Geodetic Survey in June 1991..
 PE0659.WARNING-Repeat measurements at this control monument indicate possible
 PE0659.vertical movement.
 PE0659
 PE0659.The geoid height was determined by GEOID03.
 PE0659
 PE0659.The dynamic height is computed by dividing the NAVD 88
 PE0659.geopotential number by the normal gravity value computed on the
 PE0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0659.degrees latitude (g = 980.6199 gals.).
 PE0659
 PE0659.The modeled gravity was interpolated from observed gravity values.
 PE0659.The observed gravity was obtained from relative gravimeter ties
 PE0659.to the IGSN71 gravity network.
 PE0659
 PE0659;                    North         East    Units  Estimated Accuracy
 PE0659;SPC ME E     -   128,390.      251,410.      MT  (+/- 180 meters Scaled)
 PE0659
 PE0659                          SUPERSEDED SURVEY CONTROL
 PE0659
 PE0659  NGVD 29 (??/??/92)   71.215  (m)          233.64   (f) ADJ UNCH    1 1
 PE0659
 PE0659.Superseded values are not recommended for survey control.
 PE0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0659.See file dsdata.txt to determine how the superseded data were derived.
 PE0659
 PE0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK909630(NAD 83)
 PE0659_MARKER: DB = BENCH MARK DISK
 PE0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0659_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0659_STAMPING: F 14 1927
 PE0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0659+STABILITY: SURFACE MOTION
 PE0659
 PE0659  HISTORY     - Date     Condition        Report By
 PE0659  HISTORY     - 1927     MONUMENTED       CGS
 PE0659  HISTORY     - 1966     GOOD             NGS
 PE0659  HISTORY     - 1980     GOOD             USGS
 PE0659  HISTORY     - 1984     GOOD             USPSQD
 PE0659  HISTORY     - 1988     GOOD             USPSQD
 PE0659
 PE0659                          STATION DESCRIPTION
 PE0659
 PE0659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0659'3.8 MI W FROM CARMEL.
 PE0659'3.8 MILES WEST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE0659'OVERPASS CROSSING OF U.S. HIGHWAY 2 AT CARMEL, ABOUT 0.1 MILE
 PE0659'WEST OF MILEPOST V143/P118, 101 FEET NORTHEAST OF THE CENTER
 PE0659'OF THE CROSSING OF A BLACK TOPPED ROAD, 66.4 FEET NORTH OF AND
 PE0659'ACROSS A SIDETRACK FROM THE NORTH RAIL OF THE MAIN TRACK, 44 1/2
 PE0659'FEET SOUTHEAST OF AND ACROSS THE ROAD FROM POWER POLE 4, 20 1/2
 PE0659'FEET SOUTH OF THE CENTER LINE OF THE ROAD, ABOUT 2 FEET ABOVE THE
 PE0659'LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 PE0659'PROJECTING 0.6 FOOT.
 PE0659
 PE0659                          STATION RECOVERY (1980)
 PE0659
 PE0659'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 PE0659'RECOVERED IN GOOD CONDITION.
 PE0659
 PE0659                          STATION RECOVERY (1984)
 PE0659
 PE0659'RECOVERY NOTE BY US POWER SQUADRON 1984
 PE0659'RECOVERED IN GOOD CONDITION.
 PE0659
 PE0659                          STATION RECOVERY (1988)
 PE0659
 PE0659'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE0659'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0259 ***********************************************************************
 PE0259  DESIGNATION -  F 144
 PE0259  PID         -  PE0259
 PE0259  STATE/COUNTY-  ME/HANCOCK
 PE0259  USGS QUAD   -  SALSBURY COVE (1981)
 PE0259
 PE0259                         *CURRENT SURVEY CONTROL
 PE0259  ___________________________________________________________________
 PE0259* NAD 83(1986)-  44 29 21.     (N)    068 22 18.     (W)     SCALED    
 PE0259* NAVD 88     -        29.403  (meters)      96.47   (feet)  ADJUSTED  
 PE0259  ___________________________________________________________________
 PE0259  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 PE0259  DYNAMIC HT  -          29.401 (meters)      96.46  (feet)  COMP
 PE0259  MODELED GRAV-     980,563.0   (mgal)                       NAVD 88
 PE0259
 PE0259  VERT ORDER  -  SECOND    CLASS 0
 PE0259
 PE0259.The horizontal coordinates were scaled from a topographic map and have
 PE0259.an estimated accuracy of +/- 6 seconds.
 PE0259
 PE0259.The orthometric height was determined by differential leveling
 PE0259.and adjusted by the National Geodetic Survey in June 1991..
 PE0259
 PE0259.The geoid height was determined by GEOID03.
 PE0259
 PE0259.The dynamic height is computed by dividing the NAVD 88
 PE0259.geopotential number by the normal gravity value computed on the
 PE0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0259.degrees latitude (g = 980.6199 gals.).
 PE0259
 PE0259.The modeled gravity was interpolated from observed gravity values.
 PE0259
 PE0259;                    North         East    Units  Estimated Accuracy
 PE0259;SPC ME E     -    91,390.      310,210.      MT  (+/- 180 meters Scaled)
 PE0259
 PE0259                          SUPERSEDED SURVEY CONTROL
 PE0259
 PE0259  NGVD 29 (??/??/92)   29.594  (m)           97.09   (f) ADJ UNCH    2 0
 PE0259
 PE0259.Superseded values are not recommended for survey control.
 PE0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0259.See file dsdata.txt to determine how the superseded data were derived.
 PE0259
 PE0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK499263(NAD 83)
 PE0259_MARKER: DB = BENCH MARK DISK
 PE0259_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE0259_SP_SET: BASEMENT ENTRANCE RETAINING WA
 PE0259_STAMPING: F 144 1962
 PE0259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE0259
 PE0259  HISTORY     - Date     Condition        Report By
 PE0259  HISTORY     - 1962     MONUMENTED       CGS
 PE0259  HISTORY     - 1965     GOOD             NGS
 PE0259  HISTORY     - 1977     GOOD             USGS
 PE0259  HISTORY     - 1987     POOR             USPSQD
 PE0259
 PE0259                          STATION DESCRIPTION
 PE0259
 PE0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 PE0259'4.7 MI S FROM ELLSWORTH.
 PE0259'1.3 MILES SOUTH AND EAST FROM THE ELLSWORTH POST OFFICE ON
 PE0259'U.S. HIGHWAY 1 AND STATE HIGHWAY 3 TO THE TRIANGLE, THENCE SOUTH
 PE0259'ON STATE HIGHWAY 3 FOR 3.4 MILES TO CORKUMS MOTOR COURT OFFICE
 PE0259'ON THE RIGHT AND THE MARK AT THE REAR OF THE BUILDING.  IT IS
 PE0259'0.2 MILES NORTH OF THE INTERSECTION OF STATE HIGHWAYS 3 AND
 PE0259'204, 57 FEET WEST OF THE WEST EDGE OF THE HIGHWAY, 54 FEET
 PE0259'SOUTHWEST OF THE NORTHWEST CORNER OF THE BUILDING, 21 FEET
 PE0259'NORTHWEST OF THE SOUTHWEST CORNER AND SET IN A DRILL HOLE NEAR
 PE0259'THE CENTER OF THE TOP OF THE SOUTH CONCRETE RETAINING WALL OF A
 PE0259'BASEMENT ENTRANCE, 6 INCHES ABOVE THE LAWN.
 PE0259
 PE0259                          STATION RECOVERY (1977)
 PE0259
 PE0259'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 PE0259'54 FT NW OF SW COR OF BLDG. (LISTED AS NW COR OF BLDG.)
 PE0259
 PE0259                          STATION RECOVERY (1987)
 PE0259
 PE0259'RECOVERY NOTE BY US POWER SQUADRON 1987 (ELG)
 PE0259'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0312 ***********************************************************************
 PE0312  DESIGNATION -  F 145
 PE0312  PID         -  PE0312
 PE0312  STATE/COUNTY-  ME/HANCOCK
 PE0312  USGS QUAD   -  SOUTHWEST HARBOR (1983)
 PE0312
 PE0312                         *CURRENT SURVEY CONTROL
 PE0312  ___________________________________________________________________
 PE0312* NAD 83(1986)-  44 15 03.     (N)    068 22 05.     (W)     SCALED    
 PE0312* NAVD 88     -        19.962  (meters)      65.49   (feet)  ADJUSTED  
 PE0312  ___________________________________________________________________
 PE0312  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 PE0312  DYNAMIC HT  -          19.960 (meters)      65.49  (feet)  COMP
 PE0312  MODELED GRAV-     980,545.1   (mgal)                       NAVD 88
 PE0312
 PE0312  VERT ORDER  -  SECOND    CLASS 0
 PE0312
 PE0312.The horizontal coordinates were scaled from a topographic map and have
 PE0312.an estimated accuracy of +/- 6 seconds.
 PE0312
 PE0312.The orthometric height was determined by differential leveling
 PE0312.and adjusted by the National Geodetic Survey in June 1991..
 PE0312
 PE0312.The geoid height was determined by GEOID03.
 PE0312
 PE0312.The dynamic height is computed by dividing the NAVD 88
 PE0312.geopotential number by the normal gravity value computed on the
 PE0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0312.degrees latitude (g = 980.6199 gals.).
 PE0312
 PE0312.The modeled gravity was interpolated from observed gravity values.
 PE0312
 PE0312;                    North         East    Units  Estimated Accuracy
 PE0312;SPC ME E     -    64,910.      310,540.      MT  (+/- 180 meters Scaled)
 PE0312
 PE0312                          SUPERSEDED SURVEY CONTROL
 PE0312
 PE0312  NGVD 29 (??/??/92)   20.153  (m)           66.12   (f) ADJ UNCH    2 0
 PE0312
 PE0312.Superseded values are not recommended for survey control.
 PE0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0312.See file dsdata.txt to determine how the superseded data were derived.
 PE0312
 PE0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ504999(NAD 83)
 PE0312_MARKER: DB = BENCH MARK DISK
 PE0312_SETTING: 66 = SET IN ROCK OUTCROP
 PE0312_SP_SET: ROCK OUTCROP
 PE0312_STAMPING: F 145 1962
 PE0312_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0312+STABILITY: POSITION/ELEVATION WELL
 PE0312
 PE0312  HISTORY     - Date     Condition        Report By
 PE0312  HISTORY     - 1962     MONUMENTED       CGS
 PE0312
 PE0312                          STATION DESCRIPTION
 PE0312
 PE0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PE0312'1.2 MI SW FROM TREMONT.
 PE0312'1.2 MILE WEST AND SOUTHWEST ON STATE HIGHWAY 102 FROM THE TREMONT
 PE0312'CONSOLIDATED SCHOOL.  SET IN A DRILL HOLE IN THE TOP AND AT
 PE0312'THE SOUTHWEST EDGE OF A ROCK OUTCROP.  67 FEET NORTH OF THE
 PE0312'CENTER LINE OF THE ROAD LEADING WEST, 39 FEET WEST OF THE
 PE0312'CENTER LINE OF HIGHWAY 102 AND 1 FOOT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0334 ***********************************************************************
 PE0334  DESIGNATION -  F 146
 PE0334  PID         -  PE0334
 PE0334  STATE/COUNTY-  ME/HANCOCK
 PE0334  USGS QUAD   -  BLUE HILL (1981)
 PE0334
 PE0334                         *CURRENT SURVEY CONTROL
 PE0334  ___________________________________________________________________
 PE0334* NAD 83(1986)-  44 26 36.     (N)    068 33 54.     (W)     SCALED    
 PE0334* NAVD 88     -       100.605  (meters)     330.07   (feet)  ADJUSTED  
 PE0334  ___________________________________________________________________
 PE0334  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 PE0334  DYNAMIC HT  -         100.596 (meters)     330.04  (feet)  COMP
 PE0334  MODELED GRAV-     980,527.0   (mgal)                       NAVD 88
 PE0334
 PE0334  VERT ORDER  -  SECOND    CLASS 0
 PE0334
 PE0334.The horizontal coordinates were scaled from a topographic map and have
 PE0334.an estimated accuracy of +/- 6 seconds.
 PE0334
 PE0334.The orthometric height was determined by differential leveling
 PE0334.and adjusted by the National Geodetic Survey in June 1991..
 PE0334
 PE0334.The geoid height was determined by GEOID03.
 PE0334
 PE0334.The dynamic height is computed by dividing the NAVD 88
 PE0334.geopotential number by the normal gravity value computed on the
 PE0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0334.degrees latitude (g = 980.6199 gals.).
 PE0334
 PE0334.The modeled gravity was interpolated from observed gravity values.
 PE0334
 PE0334;                    North         East    Units  Estimated Accuracy
 PE0334;SPC ME E     -    86,290.      294,830.      MT  (+/- 180 meters Scaled)
 PE0334
 PE0334                          SUPERSEDED SURVEY CONTROL
 PE0334
 PE0334  NGVD 29 (??/??/92)  100.794  (m)          330.69   (f) ADJ UNCH    2 0
 PE0334
 PE0334.Superseded values are not recommended for survey control.
 PE0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0334.See file dsdata.txt to determine how the superseded data were derived.
 PE0334
 PE0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK346212(NAD 83)
 PE0334_MARKER: DB = BENCH MARK DISK
 PE0334_SETTING: 66 = SET IN ROCK OUTCROP
 PE0334_SP_SET: BEDROCK
 PE0334_STAMPING: F 146 1962
 PE0334_MARK LOGO: CGS   
 PE0334_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE0334_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0334+STABILITY: POSITION/ELEVATION WELL
 PE0334_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PE0334+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2000
 PE0334
 PE0334  HISTORY     - Date     Condition        Report By
 PE0334  HISTORY     - 1962     MONUMENTED       CGS
 PE0334  HISTORY     - 1967     GOOD             NGS
 PE0334  HISTORY     - 20001003 GOOD             NGS
 PE0334
 PE0334                          STATION DESCRIPTION
 PE0334
 PE0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PE0334'2.4 MI NE FROM BLUE HILL.
 PE0334'ABOUT 2.45 MILES NORTHEAST ALONG STATE HIGHWAY 172 FROM THE POST
 PE0334'OFFICE IN BLUE HILL, SET IN A DRILL HOLE IN EXPOSED BEDROCK
 PE0334'THAT IS FLUSH, 87 FEET NORTHWEST OF THE CENTER OF THE HIGHWAY,
 PE0334'18 FEET NORTHEAST OF THE PROLONGATION OF THE DIRT ROAD TO THE
 PE0334'AIRPORT, 17.2 FEET WEST OF THE SOUTHWEST CORNER OF A TWO-STORY
 PE0334'FRAME HOUSE, AND ABOUT 7 FEET HIGHER THAN THE HIGHWAY.
 PE0334
 PE0334                          STATION RECOVERY (2000)
 PE0334
 PE0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 PE0334'0.2 KM (0.10 MI) NORTHEASTERLY ALONG STATE HIGHWAY 176 FROM THE POST
 PE0334'OFFICE IN BLUE HILL, THENCE 3.5 KM (2.15 MI) NORTHERLY ALONG STATE
 PE0334'HIGHWAY 172, NEAR THE CENTER OF A 3 BY-3 FOOT EXPOSED ROCK OUTCROP,
 PE0334'28.4 M (93.2 FT) NORTHEAST OF THE CENTER OF A DRIVEWAY, 22.6 M (74.1
 PE0334'FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 5.2 M (17.1 FT) SOUTHWEST OF
 PE0334'THE SOUTH CORNER OF A HOUSE, AND 2.8 M (9.2 FT) ABOVE THE LEVEL OF THE
 PE0334'HIGHWAY.  NOTE--THE MARK IS ON PROPERTY OWNED BY LIZ SLATER, ROUTE
 PE0334'172, BLUE HILL, ME 04614.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0359 ***********************************************************************
 PD0359  DESIGNATION -  F 147
 PD0359  PID         -  PD0359
 PD0359  STATE/COUNTY-  ME/WASHINGTON
 PD0359  USGS QUAD   -  CHERRYFIELD (1978)
 PD0359
 PD0359                         *CURRENT SURVEY CONTROL
 PD0359  ___________________________________________________________________
 PD0359* NAD 83(1986)-  44 30 09.     (N)    067 55 31.     (W)     SCALED    
 PD0359* NAVD 88     -        35.179  (meters)     115.42   (feet)  ADJUSTED  
 PD0359  ___________________________________________________________________
 PD0359  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 PD0359  DYNAMIC HT  -          35.178 (meters)     115.41  (feet)  COMP
 PD0359  MODELED GRAV-     980,571.9   (mgal)                       NAVD 88
 PD0359
 PD0359  VERT ORDER  -  SECOND    CLASS 0
 PD0359
 PD0359.The horizontal coordinates were scaled from a topographic map and have
 PD0359.an estimated accuracy of +/- 6 seconds.
 PD0359
 PD0359.The orthometric height was determined by differential leveling
 PD0359.and adjusted by the National Geodetic Survey in June 1991..
 PD0359
 PD0359.The geoid height was determined by GEOID03.
 PD0359
 PD0359.The dynamic height is computed by dividing the NAVD 88
 PD0359.geopotential number by the normal gravity value computed on the
 PD0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0359.degrees latitude (g = 980.6199 gals.).
 PD0359
 PD0359.The modeled gravity was interpolated from observed gravity values.
 PD0359
 PD0359;                    North         East    Units  Estimated Accuracy
 PD0359;SPC ME E     -    93,020.      345,700.      MT  (+/- 180 meters Scaled)
 PD0359
 PD0359                          SUPERSEDED SURVEY CONTROL
 PD0359
 PD0359  NGVD 29 (??/??/92)   35.376  (m)          116.06   (f) ADJ UNCH    2 0
 PD0359
 PD0359.Superseded values are not recommended for survey control.
 PD0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0359.See file dsdata.txt to determine how the superseded data were derived.
 PD0359
 PD0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK854282(NAD 83)
 PD0359_MARKER: DB = BENCH MARK DISK
 PD0359_SETTING: 80 = SET IN A BOULDER
 PD0359_SP_SET: BOULDER
 PD0359_STAMPING: F 147 1962
 PD0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0359+STABILITY: SURFACE MOTION
 PD0359
 PD0359  HISTORY     - Date     Condition        Report By
 PD0359  HISTORY     - 1962     MONUMENTED       CGS
 PD0359  HISTORY     - 1966     GOOD             NGS
 PD0359
 PD0359                          STATION DESCRIPTION
 PD0359
 PD0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PD0359'2 MI E FROM STEUBEN.
 PD0359'1.95 MILES EAST ALONG U.S. HIGHWAY 1 FROM THE NEW BRIDGE OVER
 PD0359'TUNK STREAM AT STEUBEN, ALONG THE BLACK TOP ROAD LEADING SOUTH
 PD0359'TO STANLEY POINT, 558 FEET SOUTH OF THE CENTER LINE OF THE
 PD0359'NEW U.S. HIGHWAY 1, SET ON THE TOP AND NEAR THE NORTHEAST END
 PD0359'OF AN 8-BY-6-FOOT BURIED BOULDER PROJECTING 4 FEET ABOVE THE
 PD0359'LEVEL OF THE GROUND, AT EAST STEUBEN, 158 FEET SOUTHEAST OF THE
 PD0359'APPROXIMATE CENTER OF THE JUNCTION OF OLD U.S. HIGHWAY 1 AND THE
 PD0359'BLACK TOPPED ROAD LEADING SOUTH, 90 FEET SOUTH OF THE CENTER LINE
 PD0359'OF OLD U.S. HIGHWAY 1 AND ABOUT LEVEL WITH THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0422 ***********************************************************************
 PD0422  DESIGNATION -  F 148
 PD0422  PID         -  PD0422
 PD0422  STATE/COUNTY-  ME/WASHINGTON
 PD0422  USGS QUAD   -  COLUMBIA FALLS (1977)
 PD0422
 PD0422                         *CURRENT SURVEY CONTROL
 PD0422  ___________________________________________________________________
 PD0422* NAD 83(1986)-  44 37 55.     (N)    067 42 32.     (W)     SCALED    
 PD0422* NAVD 88     -        29.500  (meters)      96.78   (feet)  ADJUSTED  
 PD0422  ___________________________________________________________________
 PD0422  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 PD0422  DYNAMIC HT  -          29.499 (meters)      96.78  (feet)  COMP
 PD0422  MODELED GRAV-     980,581.6   (mgal)                       NAVD 88
 PD0422
 PD0422  VERT ORDER  -  SECOND    CLASS 0
 PD0422
 PD0422.The horizontal coordinates were scaled from a topographic map and have
 PD0422.an estimated accuracy of +/- 6 seconds.
 PD0422
 PD0422.The orthometric height was determined by differential leveling
 PD0422.and adjusted by the National Geodetic Survey in June 1991..
 PD0422
 PD0422.The geoid height was determined by GEOID03.
 PD0422
 PD0422.The dynamic height is computed by dividing the NAVD 88
 PD0422.geopotential number by the normal gravity value computed on the
 PD0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0422.degrees latitude (g = 980.6199 gals.).
 PD0422
 PD0422.The modeled gravity was interpolated from observed gravity values.
 PD0422
 PD0422;                    North         East    Units  Estimated Accuracy
 PD0422;SPC ME E     -   107,550.      362,770.      MT  (+/- 180 meters Scaled)
 PD0422
 PD0422                          SUPERSEDED SURVEY CONTROL
 PD0422
 PD0422  NGVD 29 (??/??/92)   29.714  (m)           97.49   (f) ADJ UNCH    2 0
 PD0422
 PD0422.Superseded values are not recommended for survey control.
 PD0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0422.See file dsdata.txt to determine how the superseded data were derived.
 PD0422
 PD0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK024428(NAD 83)
 PD0422_MARKER: DB = BENCH MARK DISK
 PD0422_SETTING: 80 = SET IN A BOULDER
 PD0422_SP_SET: BOULDER
 PD0422_STAMPING: F 148 1962
 PD0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0422+STABILITY: SURFACE MOTION
 PD0422
 PD0422  HISTORY     - Date     Condition        Report By
 PD0422  HISTORY     - 1962     MONUMENTED       CGS
 PD0422
 PD0422                          STATION DESCRIPTION
 PD0422
 PD0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PD0422'1.2 MI S FROM COLUMBIA FALLS.
 PD0422'1.2 MILES SOUTH ALONG STATE HIGHWAY 187 FROM ITS JUNCTION WITH
 PD0422'U.S. HIGHWAY 1 AT COLUMBIA FALLS, 0.5 MILE SOUTH OF THE COLUMBIA
 PD0422'FALLS-ADDISON TOWN LINE, 174 YARDS SOUTHWEST OF A CULVERT WITH
 PD0422'GUARD RAIL, SET ON THE TOP OF A 7-BY-4-FOOT BURIED BOULDER
 PD0422'PROJECTING 2 FEET ABOVE THE LEVEL OF THE GROUND, 31 FEET
 PD0422'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 90 FEET NORTHEAST
 PD0422'OF THE NORTHEAST END OF A 18-INCH PIPE CULVERT UNDER A DRIVEWAY
 PD0422'LEADING INTO A FIELD, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE
 PD0422'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0441 ***********************************************************************
 PD0441  DESIGNATION -  F 149
 PD0441  PID         -  PD0441
 PD0441  STATE/COUNTY-  ME/WASHINGTON
 PD0441  USGS QUAD   -  JONESPORT (1977)
 PD0441
 PD0441                         *CURRENT SURVEY CONTROL
 PD0441  ___________________________________________________________________
 PD0441* NAD 83(1986)-  44 31 51.     (N)    067 36 25.     (W)     SCALED    
 PD0441* NAVD 88     -        14.318  (meters)      46.98   (feet)  ADJUSTED  
 PD0441  ___________________________________________________________________
 PD0441  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 PD0441  DYNAMIC HT  -          14.318 (meters)      46.98  (feet)  COMP
 PD0441  MODELED GRAV-     980,590.9   (mgal)                       NAVD 88
 PD0441
 PD0441  VERT ORDER  -  SECOND    CLASS 0
 PD0441
 PD0441.The horizontal coordinates were scaled from a topographic map and have
 PD0441.an estimated accuracy of +/- 6 seconds.
 PD0441
 PD0441.The orthometric height was determined by differential leveling
 PD0441.and adjusted by the National Geodetic Survey in June 1991..
 PD0441
 PD0441.The geoid height was determined by GEOID03.
 PD0441
 PD0441.The dynamic height is computed by dividing the NAVD 88
 PD0441.geopotential number by the normal gravity value computed on the
 PD0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0441.degrees latitude (g = 980.6199 gals.).
 PD0441
 PD0441.The modeled gravity was interpolated from observed gravity values.
 PD0441
 PD0441;                    North         East    Units  Estimated Accuracy
 PD0441;SPC ME E     -    96,400.      370,980.      MT  (+/- 180 meters Scaled)
 PD0441
 PD0441                          SUPERSEDED SURVEY CONTROL
 PD0441
 PD0441  NGVD 29 (??/??/92)   14.531  (m)           47.67   (f) ADJ UNCH    2 0
 PD0441
 PD0441.Superseded values are not recommended for survey control.
 PD0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0441.See file dsdata.txt to determine how the superseded data were derived.
 PD0441
 PD0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK106317(NAD 83)
 PD0441_MARKER: DB = BENCH MARK DISK
 PD0441_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PD0441_SP_SET: BUILDING
 PD0441_STAMPING: F 149 1962
 PD0441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PD0441
 PD0441  HISTORY     - Date     Condition        Report By
 PD0441  HISTORY     - 1962     MONUMENTED       CGS
 PD0441  HISTORY     - 1976     GOOD             LOCSUR
 PD0441
 PD0441                          STATION DESCRIPTION
 PD0441
 PD0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PD0441'AT JONESPORT.
 PD0441'AT JONESPORT, ALONG STATE HIGHWAY 187, 0.25 MILE WEST OF THE POST
 PD0441'OFFICE, SET VERTICALLY IN THE EAST CONCRETE FACE AND NEAR THE
 PD0441'NORTHEAST CORNER OF THE JONESPORT HIGH SCHOOL, 0.9 FOOT SOUTH
 PD0441'OF THE NORTHEAST CORNER OF THE BUILDING AND 1.5 FEET ABOVE THE
 PD0441'LEVEL OF THE GROUND.
 PD0441
 PD0441                          STATION RECOVERY (1976)
 PD0441
 PD0441'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 PD0441'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1133 ***********************************************************************
 PE1133  DESIGNATION -  F 15
 PE1133  PID         -  PE1133
 PE1133  STATE/COUNTY-  ME/KENNEBEC
 PE1133  USGS QUAD   -  READFIELD (1980)
 PE1133
 PE1133                         *CURRENT SURVEY CONTROL
 PE1133  ___________________________________________________________________
 PE1133* NAD 83(1986)-  44 24 13.     (N)    069 53 13.     (W)     SCALED    
 PE1133* NAVD 88     -        83.262  (meters)     273.17   (feet)  ADJUSTED  
 PE1133  ___________________________________________________________________
 PE1133  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 PE1133  DYNAMIC HT  -          83.255 (meters)     273.15  (feet)  COMP
 PE1133  MODELED GRAV-     980,536.8   (mgal)                       NAVD 88
 PE1133
 PE1133  VERT ORDER  -  FIRST     CLASS I
 PE1133
 PE1133.The horizontal coordinates were scaled from a topographic map and have
 PE1133.an estimated accuracy of +/- 6 seconds.
 PE1133
 PE1133.The orthometric height was determined by differential leveling
 PE1133.and adjusted by the National Geodetic Survey in June 1991..
 PE1133
 PE1133.The geoid height was determined by GEOID03.
 PE1133
 PE1133.The dynamic height is computed by dividing the NAVD 88
 PE1133.geopotential number by the normal gravity value computed on the
 PE1133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1133.degrees latitude (g = 980.6199 gals.).
 PE1133
 PE1133.The modeled gravity was interpolated from observed gravity values.
 PE1133
 PE1133;                    North         East    Units  Estimated Accuracy
 PE1133;SPC ME W     -   174,500.      922,280.      MT  (+/- 180 meters Scaled)
 PE1133
 PE1133                          SUPERSEDED SURVEY CONTROL
 PE1133
 PE1133  NGVD 29 (??/??/92)   83.450  (m)          273.79   (f) ADJ UNCH    1 1
 PE1133
 PE1133.Superseded values are not recommended for survey control.
 PE1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1133.See file dsdata.txt to determine how the superseded data were derived.
 PE1133
 PE1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK293170(NAD 83)
 PE1133_MARKER: DB = BENCH MARK DISK
 PE1133_SETTING: 80 = SET IN A BOULDER
 PE1133_SP_SET: BOULDER
 PE1133_STAMPING: F 15 1927 273.786
 PE1133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1133+STABILITY: SURFACE MOTION
 PE1133
 PE1133  HISTORY     - Date     Condition        Report By
 PE1133  HISTORY     - 1927     MONUMENTED       CGS
 PE1133  HISTORY     - 1966     GOOD             NGS
 PE1133  HISTORY     - 1978     GOOD             DOD
 PE1133
 PE1133                          STATION DESCRIPTION
 PE1133
 PE1133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE1133'4.1 MI SW FROM BELGRADE.
 PE1133'ABOUT 4.1 MILES SOUTHWEST ALONG THE MAINE CENTRAL RAILROAD
 PE1133'FROM THE CROSSING OF STATE HIGHWAY 11 AT BELGRADE, ABOUT 1.0
 PE1133'MILE SOUTHWEST OF THE CROSSING OF A GRADED ROAD, 38 FEET
 PE1133'NORTH-NORTHWEST OF MILEPOST P66/V188, IN THE TOP OF A EMBEDDED
 PE1133'BOULDER THAT THE EXPOSED PORTION IS ABOUT 3 1/2 FOOT SQUARE, 20.0
 PE1133'FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, 7 1/2
 PE1133'FEET SOUTHEAST OF THE SOUTHEAST EDGE OF A SMALL STREAM THAT
 PE1133'PARALLELS THE TRACK, AND ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK.
 PE1133
 PE1133                          STATION RECOVERY (1978)
 PE1133
 PE1133'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE1133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0210 ***********************************************************************
 PD0210  DESIGNATION -  F 150
 PD0210  PID         -  PD0210
 PD0210  STATE/COUNTY-  ME/WASHINGTON
 PD0210  USGS QUAD   -  MACHIAS (1977)
 PD0210
 PD0210                         *CURRENT SURVEY CONTROL
 PD0210  ___________________________________________________________________
 PD0210* NAD 83(1986)-  44 39 46.     (N)    067 23 25.     (W)     SCALED    
 PD0210* NAVD 88     -        25.843  (meters)      84.79   (feet)  ADJUSTED  
 PD0210  ___________________________________________________________________
 PD0210  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 PD0210  DYNAMIC HT  -          25.843 (meters)      84.79  (feet)  COMP
 PD0210  MODELED GRAV-     980,594.6   (mgal)                       NAVD 88
 PD0210
 PD0210  VERT ORDER  -  SECOND    CLASS 0
 PD0210
 PD0210.The horizontal coordinates were scaled from a topographic map and have
 PD0210.an estimated accuracy of +/- 6 seconds.
 PD0210
 PD0210.The orthometric height was determined by differential leveling
 PD0210.and adjusted by the National Geodetic Survey in June 1991..
 PD0210
 PD0210.The geoid height was determined by GEOID03.
 PD0210
 PD0210.The dynamic height is computed by dividing the NAVD 88
 PD0210.geopotential number by the normal gravity value computed on the
 PD0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0210.degrees latitude (g = 980.6199 gals.).
 PD0210
 PD0210.The modeled gravity was interpolated from observed gravity values.
 PD0210
 PD0210;                    North         East    Units  Estimated Accuracy
 PD0210;SPC ME E     -   111,270.      388,000.      MT  (+/- 180 meters Scaled)
 PD0210
 PD0210                          SUPERSEDED SURVEY CONTROL
 PD0210
 PD0210  NGVD 29 (??/??/92)   26.051  (m)           85.47   (f) ADJ UNCH    2 0
 PD0210
 PD0210.Superseded values are not recommended for survey control.
 PD0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0210.See file dsdata.txt to determine how the superseded data were derived.
 PD0210
 PD0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK276467(NAD 83)
 PD0210_MARKER: DB = BENCH MARK DISK
 PD0210_SETTING: 66 = SET IN ROCK OUTCROP
 PD0210_SP_SET: ROCK CUT
 PD0210_STAMPING: F 150 1962
 PD0210_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0210+STABILITY: POSITION/ELEVATION WELL
 PD0210
 PD0210  HISTORY     - Date     Condition        Report By
 PD0210  HISTORY     - 1962     MONUMENTED       CGS
 PD0210
 PD0210                          STATION DESCRIPTION
 PD0210
 PD0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PD0210'0.4 MI S FROM LARRABEE.
 PD0210'0.45 MILE SOUTH ALONG STATE HIGHWAY 92 FROM THE BAY VIEW CEMETERY
 PD0210'AT LARRABEE, SET ON THE FLAT SMOOTH PART OF BEDROCK ON THE TOP
 PD0210'OF A ROCK CUT, ACROSS THE HIGHWAY AND ABOUT IN THE CENTER PART
 PD0210'OF THE HOUSE, (IN LINE WITH), 36 FEET EAST OF THE CENTER LINE OF
 PD0210'THE HIGHWAY, 45 FEET NORTH OF THE SOUTH END OF THE CUT, 138
 PD0210'FEET SOUTH OF POWER LINE POLE NO. 148, 3 FEET WEST OF POWER LINE
 PD0210'AND CABLE LINE AND ABOUT 6 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0047 ***********************************************************************
 OB0047  DESIGNATION -  F 151
 OB0047  PID         -  OB0047
 OB0047  STATE/COUNTY-  ME/KNOX
 OB0047  USGS QUAD   -  TENANTS HARBOR (1973)
 OB0047
 OB0047                         *CURRENT SURVEY CONTROL
 OB0047  ___________________________________________________________________
 OB0047* NAD 83(1986)-  43 59 12.     (N)    069 13 53.     (W)     SCALED    
 OB0047* NAVD 88     -        19.085  (meters)      62.61   (feet)  ADJUSTED  
 OB0047  ___________________________________________________________________
 OB0047  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 OB0047  DYNAMIC HT  -          19.083 (meters)      62.61  (feet)  COMP
 OB0047  MODELED GRAV-     980,522.9   (mgal)                       NAVD 88
 OB0047
 OB0047  VERT ORDER  -  SECOND    CLASS 0
 OB0047
 OB0047.The horizontal coordinates were scaled from a topographic map and have
 OB0047.an estimated accuracy of +/- 6 seconds.
 OB0047
 OB0047.The orthometric height was determined by differential leveling
 OB0047.and adjusted by the National Geodetic Survey in June 1991..
 OB0047
 OB0047.The geoid height was determined by GEOID03.
 OB0047
 OB0047.The dynamic height is computed by dividing the NAVD 88
 OB0047.geopotential number by the normal gravity value computed on the
 OB0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0047.degrees latitude (g = 980.6199 gals.).
 OB0047
 OB0047.The modeled gravity was interpolated from observed gravity values.
 OB0047
 OB0047;                    North         East    Units  Estimated Accuracy
 OB0047;SPC ME E     -    35,810.      241,330.      MT  (+/- 180 meters Scaled)
 OB0047
 OB0047                          SUPERSEDED SURVEY CONTROL
 OB0047
 OB0047  NGVD 29 (??/??/92)   19.296  (m)           63.31   (f) ADJ UNCH    2 0
 OB0047
 OB0047.Superseded values are not recommended for survey control.
 OB0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0047.See file dsdata.txt to determine how the superseded data were derived.
 OB0047
 OB0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ814704(NAD 83)
 OB0047_MARKER: DB = BENCH MARK DISK
 OB0047_SETTING: 80 = SET IN A BOULDER
 OB0047_SP_SET: BOULDER
 OB0047_STAMPING: F 151 1962
 OB0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OB0047+STABILITY: SURFACE MOTION
 OB0047
 OB0047  HISTORY     - Date     Condition        Report By
 OB0047  HISTORY     - 1962     MONUMENTED       CGS
 OB0047  HISTORY     - 19950822 GOOD             USPSQD
 OB0047
 OB0047                          STATION DESCRIPTION
 OB0047
 OB0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OB0047'2.0 MI NW FROM TENANTS HARBOR.
 OB0047'ABOUT 1.05 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM THE TENANTS
 OB0047'HARBOR BAPTIST CHURCH AT TENANTS HARBOR, THENCE 0.95 MILE NORTH ALONG
 OB0047'A BLACK TOP ROAD, SET ON THE TOP AND AT THE HIGHEST POINT OF A BURIED
 OB0047'8-BY-4-FOOT BOULDER PROJECTING 2 FEET ABOVE THE LEVEL OF THE GROUND,
 OB0047'ON THE PROPERTY OF MR. HARTFORD COOK, 129 FEET EAST OF THE CENTER LINE
 OB0047'OF THE BLACK TOP ROAD, 12 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 OB0047'THE TWO-STORY RESIDENCE OF MR. COOK AND ABOUT 10 FEET ABOVE THE LEVEL
 OB0047'OF THE ROAD.
 OB0047
 OB0047                          STATION RECOVERY (1995)
 OB0047
 OB0047'RECOVERY NOTE BY US POWER SQUADRON 1995
 OB0047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1046 ***********************************************************************
 PE1046  DESIGNATION -  F 152
 PE1046  PID         -  PE1046
 PE1046  STATE/COUNTY-  ME/KNOX
 PE1046  USGS QUAD   -  THOMASTON (1973)
 PE1046
 PE1046                         *CURRENT SURVEY CONTROL
 PE1046  ___________________________________________________________________
 PE1046* NAD 83(1986)-  44 05 34.     (N)    069 08 37.     (W)     SCALED    
 PE1046* NAVD 88     -        23.865  (meters)      78.30   (feet)  ADJUSTED  
 PE1046  ___________________________________________________________________
 PE1046  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 PE1046  DYNAMIC HT  -          23.863 (meters)      78.29  (feet)  COMP
 PE1046  MODELED GRAV-     980,524.3   (mgal)                       NAVD 88
 PE1046
 PE1046  VERT ORDER  -  SECOND    CLASS 0
 PE1046
 PE1046.The horizontal coordinates were scaled from a topographic map and have
 PE1046.an estimated accuracy of +/- 6 seconds.
 PE1046
 PE1046.The orthometric height was determined by differential leveling
 PE1046.and adjusted by the National Geodetic Survey in June 1991..
 PE1046
 PE1046.The geoid height was determined by GEOID03.
 PE1046
 PE1046.The dynamic height is computed by dividing the NAVD 88
 PE1046.geopotential number by the normal gravity value computed on the
 PE1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1046.degrees latitude (g = 980.6199 gals.).
 PE1046
 PE1046.The modeled gravity was interpolated from observed gravity values.
 PE1046
 PE1046;                    North         East    Units  Estimated Accuracy
 PE1046;SPC ME E     -    47,540.      248,460.      MT  (+/- 180 meters Scaled)
 PE1046
 PE1046                          SUPERSEDED SURVEY CONTROL
 PE1046
 PE1046  NGVD 29 (??/??/92)   24.077  (m)           78.99   (f) ADJ UNCH    2 0
 PE1046
 PE1046.Superseded values are not recommended for survey control.
 PE1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1046.See file dsdata.txt to determine how the superseded data were derived.
 PE1046
 PE1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ885821(NAD 83)
 PE1046_MARKER: DB = BENCH MARK DISK
 PE1046_SETTING: 66 = SET IN ROCK OUTCROP
 PE1046_SP_SET: BEDROCK
 PE1046_STAMPING: F 152 1962
 PE1046_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1046+STABILITY: POSITION/ELEVATION WELL
 PE1046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE1046+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2005
 PE1046
 PE1046  HISTORY     - Date     Condition        Report By
 PE1046  HISTORY     - 1962     MONUMENTED       CGS
 PE1046  HISTORY     - 19910312 GOOD             USPSQD
 PE1046  HISTORY     - 20050714 GOOD             INDIV
 PE1046
 PE1046                          STATION DESCRIPTION
 PE1046
 PE1046'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PE1046'2 MI SW FROM ROCKLAND.
 PE1046'ABOUT 1/2-BLOCK WEST ALONG SCHOOL FROM THE POST OFFICE BUILDING
 PE1046'AT ROCKLAND, THENCE 2.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 1, AT
 PE1046'THE THOMASTON AIRPORT, ABOUT 0.05 MILE NORTH ALONG DEXTER STREET
 PE1046'FROM ITS JUNCTION WITH THE HIGHWAY, SET ON TOP AND NEAR THE
 PE1046'SOUTHEAST END OF A MASS OF PARTLY COVERED LIMESTONE BEDROCK, 348
 PE1046'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 168 FEET WEST OF THE
 PE1046'CENTER LINE OF DEXTER STREET, 78 FEET SOUTH OF THE EXTENDED
 PE1046'CENTER LINE OF THE WEST END OF THE RUNWAY AND ABOUT 2 FEET ABOVE
 PE1046'THE LEVEL OF THE STREET.
 PE1046
 PE1046                          STATION RECOVERY (1991)
 PE1046
 PE1046'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 PE1046'RECOVERED IN GOOD CONDITION.
 PE1046
 PE1046                          STATION RECOVERY (2005)
 PE1046
 PE1046'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (FHH)
 PE1046'THE RUNWAY NO LONGER EXISTS.  THE MARKER IS 20' SERLY OF A CHAINLINK
 PE1046'FENCE THAT RUNS WRLY FROM DEXTER ST, IN A CLEARING IN A SMALL PINE
 PE1046'TREE GROVE.  WE WERE ABLE TO GET A RTK FIXED GPS OBSERVATION ON THE
 PE1046'MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1195 ***********************************************************************
 PE1195  DESIGNATION -  F 153
 PE1195  PID         -  PE1195
 PE1195  STATE/COUNTY-  ME/KENNEBEC
 PE1195  USGS QUAD   -  AUGUSTA (1991)
 PE1195
 PE1195                         *CURRENT SURVEY CONTROL
 PE1195  ___________________________________________________________________
 PE1195* NAD 83(1986)-  44 17 04.     (N)    069 47 29.     (W)     SCALED    
 PE1195* NAVD 88     -        15.806  (meters)      51.86   (feet)  ADJUSTED  
 PE1195  ___________________________________________________________________
 PE1195  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 PE1195  DYNAMIC HT  -          15.804 (meters)      51.85  (feet)  COMP
 PE1195  MODELED GRAV-     980,522.3   (mgal)                       NAVD 88
 PE1195
 PE1195  VERT ORDER  -  SECOND    CLASS 0
 PE1195
 PE1195.The horizontal coordinates were scaled from a topographic map and have
 PE1195.an estimated accuracy of +/- 6 seconds.
 PE1195
 PE1195.The orthometric height was determined by differential leveling
 PE1195.and adjusted by the National Geodetic Survey in June 1991..
 PE1195
 PE1195.The geoid height was determined by GEOID03.
 PE1195
 PE1195.The dynamic height is computed by dividing the NAVD 88
 PE1195.geopotential number by the normal gravity value computed on the
 PE1195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1195.degrees latitude (g = 980.6199 gals.).
 PE1195
 PE1195.The modeled gravity was interpolated from observed gravity values.
 PE1195
 PE1195;                    North         East    Units  Estimated Accuracy
 PE1195;SPC ME W     -   161,290.      929,950.      MT  (+/- 180 meters Scaled)
 PE1195
 PE1195                          SUPERSEDED SURVEY CONTROL
 PE1195
 PE1195  NGVD 29 (??/??/92)   16.014  (m)           52.54   (f) ADJ UNCH    2 0
 PE1195
 PE1195.Superseded values are not recommended for survey control.
 PE1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1195.See file dsdata.txt to determine how the superseded data were derived.
 PE1195
 PE1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK368037(NAD 83)
 PE1195_MARKER: DB = BENCH MARK DISK
 PE1195_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE1195_SP_SET: BUILDING
 PE1195_STAMPING: F 153 1962
 PE1195_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE1195
 PE1195  HISTORY     - Date     Condition        Report By
 PE1195  HISTORY     - 1962     MONUMENTED       CGS
 PE1195  HISTORY     - 1975     GOOD             NGS
 PE1195  HISTORY     - 1988     GOOD             USPSQD
 PE1195  HISTORY     - 1989     GOOD             USPSQD
 PE1195  HISTORY     - 19910409 GOOD             USPSQD
 PE1195  HISTORY     - 20021015 GOOD             USPSQD
 PE1195  HISTORY     - 20060210 GOOD             USPSQD
 PE1195
 PE1195                          STATION DESCRIPTION
 PE1195
 PE1195'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PE1195'AT HALLOWELL.
 PE1195'AT HALLOWELL, NEAR THE INTERSECTION OF WINTHROP AND SECOND
 PE1195'STREET, SET VERTICALLY IN THE SOUTHWEST BRICK WALL OF THE POST
 PE1195'OFFICE BUILDING, 1.7 FEET SOUTHEAST OF THE WEST CORNER OF THE
 PE1195'BUILDING AND 3 FEET ABOVE THE LEVEL OF THE GROUND.
 PE1195
 PE1195                          STATION RECOVERY (1975)
 PE1195
 PE1195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 PE1195'RECOVERED IN GOOD CONDITION.
 PE1195
 PE1195                          STATION RECOVERY (1988)
 PE1195
 PE1195'RECOVERY NOTE BY US POWER SQUADRON 1988 (GW)
 PE1195'RECOVERED IN GOOD CONDITION.
 PE1195
 PE1195                          STATION RECOVERY (1989)
 PE1195
 PE1195'RECOVERY NOTE BY US POWER SQUADRON 1989 (RS)
 PE1195'RECOVERED IN GOOD CONDITION.
 PE1195
 PE1195                          STATION RECOVERY (1991)
 PE1195
 PE1195'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 PE1195'RECOVERED IN GOOD CONDITION.
 PE1195
 PE1195                          STATION RECOVERY (2002)
 PE1195
 PE1195'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMW)
 PE1195'RECOVERED IN GOOD CONDITION.
 PE1195
 PE1195                          STATION RECOVERY (2006)
 PE1195
 PE1195'RECOVERY NOTE BY US POWER SQUADRON 2006 (AMW)
 PE1195'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0106 ***********************************************************************
 OB0106  DESIGNATION -  F 154
 OB0106  PID         -  OB0106
 OB0106  STATE/COUNTY-  ME/LINCOLN
 OB0106  USGS QUAD   -  WESTPORT (1970)
 OB0106
 OB0106                         *CURRENT SURVEY CONTROL
 OB0106  ___________________________________________________________________
 OB0106* NAD 83(1986)-  43 52 47.     (N)    069 39 50.     (W)     SCALED    
 OB0106* NAVD 88     -         3.653  (meters)      11.98   (feet)  ADJUSTED  
 OB0106  ___________________________________________________________________
 OB0106  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 OB0106  DYNAMIC HT  -           3.653 (meters)      11.98  (feet)  COMP
 OB0106  MODELED GRAV-     980,525.6   (mgal)                       NAVD 88
 OB0106
 OB0106  VERT ORDER  -  SECOND    CLASS 0
 OB0106
 OB0106.The horizontal coordinates were scaled from a topographic map and have
 OB0106.an estimated accuracy of +/- 6 seconds.
 OB0106
 OB0106.The orthometric height was determined by differential leveling
 OB0106.and adjusted by the National Geodetic Survey in June 1991..
 OB0106
 OB0106.The geoid height was determined by GEOID03.
 OB0106
 OB0106.The dynamic height is computed by dividing the NAVD 88
 OB0106.geopotential number by the normal gravity value computed on the
 OB0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0106.degrees latitude (g = 980.6199 gals.).
 OB0106
 OB0106.The modeled gravity was interpolated from observed gravity values.
 OB0106
 OB0106;                    North         East    Units  Estimated Accuracy
 OB0106;SPC ME W     -   116,370.      940,410.      MT  (+/- 180 meters Scaled)
 OB0106
 OB0106                          SUPERSEDED SURVEY CONTROL
 OB0106
 OB0106  NGVD 29 (??/??/92)    3.868  (m)           12.69   (f) ADJ UNCH    2 0
 OB0106
 OB0106.Superseded values are not recommended for survey control.
 OB0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0106.See file dsdata.txt to determine how the superseded data were derived.
 OB0106
 OB0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ466587(NAD 83)
 OB0106_MARKER: DB = BENCH MARK DISK
 OB0106_SETTING: 66 = SET IN ROCK OUTCROP
 OB0106_SP_SET: ROCK CLIFF
 OB0106_STAMPING: F 154 1963
 OB0106_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0106+STABILITY: POSITION/ELEVATION WELL
 OB0106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OB0106+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 OB0106
 OB0106  HISTORY     - Date     Condition        Report By
 OB0106  HISTORY     - 1963     MONUMENTED       CGS
 OB0106  HISTORY     - 19910402 GOOD             USPSQD
 OB0106  HISTORY     - 20040519 GOOD             USPSQD
 OB0106  HISTORY     - 20051031 GOOD             USPSQD
 OB0106
 OB0106                          STATION DESCRIPTION
 OB0106
 OB0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OB0106'1.9 MI NW FROM BOOTHBAY.
 OB0106'ABOUT 1.9 MILES NORTHWEST ALONG A BLACK TOP ROAD LEADING TO BARTER
 OB0106'ISLAND FROM THE BOOTHBAY GRAMMAR SCHOOL AT BOOTHBAY, ON HODGDON
 OB0106'ISLAND, ON TOP OF A ROCK CLIFF, NEAR THE WEST END OF THE LARGE BRIDGE
 OB0106'OVER A BRANCH OF THE BACK RIVER, ON THE TOP OF A 6-BY-4-FOOT OUTCROP
 OB0106'PROJECTING 1 FOOT ABOVE THE LEVEL OF THE GROUND, 82 FEET SOUTH OF THE
 OB0106'CENTER LINE OF THE ROAD, 71.1 FEET SOUTH OF THE SOUTHWEST CORNER OF
 OB0106'THE BRIDGE OVER RIVER, 7 FEET WEST OF THE EDGE OF THE CLIFF AND 1 FOOT
 OB0106'ABOVE THE LEVEL OF THE ROAD.
 OB0106
 OB0106                          STATION RECOVERY (1991)
 OB0106
 OB0106'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OB0106'RECOVERED IN GOOD CONDITION.
 OB0106
 OB0106                          STATION RECOVERY (2004)
 OB0106
 OB0106'RECOVERY NOTE BY US POWER SQUADRON 2004 (PHM)
 OB0106'A SMALL BOAT LAUNCHING RAMP IS CUT INTO THE LEDGE BETWEEN THE ROAD AND
 OB0106'THE MARK. OTHERWISE THE DESCRIPION IS CORRECT.
 OB0106
 OB0106                          STATION RECOVERY (2005)
 OB0106
 OB0106'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMW)
 OB0106'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0011 ***********************************************************************
 OB0011  DESIGNATION -  F 155
 OB0011  PID         -  OB0011
 OB0011  STATE/COUNTY-  ME/LINCOLN
 OB0011  USGS QUAD   -  LOUDS ISLAND (1979)
 OB0011
 OB0011                         *CURRENT SURVEY CONTROL
 OB0011  ___________________________________________________________________
 OB0011* NAD 83(1986)-  43 55 33.     (N)    069 28 52.     (W)     SCALED    
 OB0011* NAVD 88     -        37.878  (meters)     124.27   (feet)  ADJUSTED  
 OB0011  ___________________________________________________________________
 OB0011  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 OB0011  DYNAMIC HT  -          37.874 (meters)     124.26  (feet)  COMP
 OB0011  MODELED GRAV-     980,525.0   (mgal)                       NAVD 88
 OB0011
 OB0011  VERT ORDER  -  SECOND    CLASS 0
 OB0011
 OB0011.The horizontal coordinates were scaled from a topographic map and have
 OB0011.an estimated accuracy of +/- 6 seconds.
 OB0011
 OB0011.The orthometric height was determined by differential leveling
 OB0011.and adjusted by the National Geodetic Survey in June 1991..
 OB0011
 OB0011.The geoid height was determined by GEOID03.
 OB0011
 OB0011.The dynamic height is computed by dividing the NAVD 88
 OB0011.geopotential number by the normal gravity value computed on the
 OB0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0011.degrees latitude (g = 980.6199 gals.).
 OB0011
 OB0011.The modeled gravity was interpolated from observed gravity values.
 OB0011
 OB0011;                    North         East    Units  Estimated Accuracy
 OB0011;SPC ME W     -   121,600.      955,050.      MT  (+/- 180 meters Scaled)
 OB0011
 OB0011                          SUPERSEDED SURVEY CONTROL
 OB0011
 OB0011  NGVD 29 (??/??/92)   38.086  (m)          124.95   (f) ADJ UNCH    2 0
 OB0011
 OB0011.Superseded values are not recommended for survey control.
 OB0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0011.See file dsdata.txt to determine how the superseded data were derived.
 OB0011
 OB0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ613637(NAD 83)
 OB0011_MARKER: DB = BENCH MARK DISK
 OB0011_SETTING: 66 = SET IN ROCK OUTCROP
 OB0011_SP_SET: BEDROCK
 OB0011_STAMPING: F 155 1963
 OB0011_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0011+STABILITY: POSITION/ELEVATION WELL
 OB0011
 OB0011  HISTORY     - Date     Condition        Report By
 OB0011  HISTORY     - 1963     MONUMENTED       CGS
 OB0011  HISTORY     - 20020726 GOOD             USPSQD
 OB0011
 OB0011                          STATION DESCRIPTION
 OB0011
 OB0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OB0011'2.9 MI N FROM CHAMBERLAIN.
 OB0011'ABOUT 2.9 MILES NORTH ALONG STATE HIGHWAY 32 FROM THE POST OFFICE AT
 OB0011'CHAMBERLAIN, SET ON THE TOP OF A LARGE MASS OF BEDROCK PROJECTING 1
 OB0011'FOOT ABOVE THE LEVEL OF THE GROUND, 84 FEET NORTHWEST OF THE CENTER
 OB0011'LINE OF THE HIGHWAY, 67 FEET WEST OF POWER LINE POLE NO. 176 33, 61
 OB0011'FEET SOUTHWEST OF THE WEST CORNER OF A TWO-STORY WHITE FRAME HOUSE,
 OB0011'AND ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.  NOTE-- THIS MARK MAY
 OB0011'BE REACHED FROM THE METHODIST CHURCH AT ROUND POND BY GOING 1.9 MILES
 OB0011'SOUTHWEST ALONG STATE HIGHWAY 32 TO MARK ON RIGHT.
 OB0011
 OB0011                          STATION RECOVERY (2002)
 OB0011
 OB0011'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMW)
 OB0011'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0188 ***********************************************************************
 OB0188  DESIGNATION -  F 156
 OB0188  PID         -  OB0188
 OB0188  STATE/COUNTY-  ME/LINCOLN
 OB0188  USGS QUAD   -  WESTPORT (1970)
 OB0188
 OB0188                         *CURRENT SURVEY CONTROL
 OB0188  ___________________________________________________________________
 OB0188* NAD 83(1986)-  43 58 24.     (N)    069 41 23.     (W)     SCALED    
 OB0188* NAVD 88     -        26.257  (meters)      86.14   (feet)  ADJUSTED  
 OB0188  ___________________________________________________________________
 OB0188  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 OB0188  DYNAMIC HT  -          26.254 (meters)      86.14  (feet)  COMP
 OB0188  MODELED GRAV-     980,522.1   (mgal)                       NAVD 88
 OB0188
 OB0188  VERT ORDER  -  SECOND    CLASS 0
 OB0188
 OB0188.The horizontal coordinates were scaled from a topographic map and have
 OB0188.an estimated accuracy of +/- 6 seconds.
 OB0188
 OB0188.The orthometric height was determined by differential leveling
 OB0188.and adjusted by the National Geodetic Survey in June 1991..
 OB0188
 OB0188.The geoid height was determined by GEOID03.
 OB0188
 OB0188.The dynamic height is computed by dividing the NAVD 88
 OB0188.geopotential number by the normal gravity value computed on the
 OB0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0188.degrees latitude (g = 980.6199 gals.).
 OB0188
 OB0188.The modeled gravity was interpolated from observed gravity values.
 OB0188
 OB0188;                    North         East    Units  Estimated Accuracy
 OB0188;SPC ME W     -   126,760.      938,270.      MT  (+/- 180 meters Scaled)
 OB0188
 OB0188                          SUPERSEDED SURVEY CONTROL
 OB0188
 OB0188  NGVD 29 (??/??/92)   26.468  (m)           86.84   (f) ADJ UNCH    2 0
 OB0188
 OB0188.Superseded values are not recommended for survey control.
 OB0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0188.See file dsdata.txt to determine how the superseded data were derived.
 OB0188
 OB0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ446691(NAD 83)
 OB0188_MARKER: DB = BENCH MARK DISK
 OB0188_SETTING: 66 = SET IN ROCK OUTCROP
 OB0188_SP_SET: GREY BEDROCK
 OB0188_STAMPING: F 156 1963
 OB0188_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0188+STABILITY: POSITION/ELEVATION WELL
 OB0188_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OB0188+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2006
 OB0188
 OB0188  HISTORY     - Date     Condition        Report By
 OB0188  HISTORY     - 1963     MONUMENTED       CGS
 OB0188  HISTORY     - 1990     GOOD             USPSQD
 OB0188  HISTORY     - 20041123 GOOD             USPSQD
 OB0188  HISTORY     - 20060916 GOOD             USPSQD
 OB0188
 OB0188                          STATION DESCRIPTION
 OB0188
 OB0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OB0188'5.6 MI SW FROM WISCASSET.
 OB0188'ABOUT 3.6 MILES SOUTHWEST ALONG U. S. HIGHWAY 1 FROM THE POST OFFICE
 OB0188'AT WISCASSET, THENCE 2.0 MILES SOUTHEAST ALONG STATE HIGHWAY 144, NEAR
 OB0188'THE JUNCTION OF THE HIGHWAY AND A BLACK TOP ROAD LEADING NORTHEAST, ON
 OB0188'TOP OF A LARGE GREY BEDROCK FLUSH WITH THE GROUND AND EXTENDS FROM
 OB0188'EDGE OF HIGHWAY UNDER A WIRE FENCE INTO A LARGE OPEN FIELD, 27 FEET
 OB0188'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 238 FEET SOUTHEAST OF THE
 OB0188'CENTER LINE OF THE ROAD, 60 1/2 FEET SOUTHEAST OF POWER LINE POLE NO.
 OB0188'1 - 68 - 1, 1.2 FEET SOUTHWEST OF A FENCE LINE AND ABOUT 2 1/2FEET
 OB0188'ABOVE THE LEVEL OF THE HIGHWAY.
 OB0188
 OB0188                          STATION RECOVERY (1990)
 OB0188
 OB0188'RECOVERY NOTE BY US POWER SQUADRON 1990 (FC)
 OB0188'RECOVERED IN GOOD CONDITION.
 OB0188
 OB0188                          STATION RECOVERY (2004)
 OB0188
 OB0188'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMW)
 OB0188'THE MARK IS JUST OUTSIDE THE FENCE.
 OB0188
 OB0188                          STATION RECOVERY (2006)
 OB0188
 OB0188'RECOVERY NOTE BY US POWER SQUADRON 2006 (AMW)
 OB0188'A NEW CHAIN LINK FENCE WAS INSTALLED JUST BEYOND THE STILL EXISTING
 OB0188'FENCE. HOW LONG IT WILL REMAIN IS IN QUESTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1111 ***********************************************************************
 PE1111  DESIGNATION -  F 157
 PE1111  PID         -  PE1111
 PE1111  STATE/COUNTY-  ME/LINCOLN
 PE1111  USGS QUAD   -  WALDOBORO WEST (1988)
 PE1111
 PE1111                         *CURRENT SURVEY CONTROL
 PE1111  ___________________________________________________________________
 PE1111* NAD 83(1986)-  44 01 03.     (N)    069 27 48.     (W)     SCALED    
 PE1111* NAVD 88     -        27.729  (meters)      90.97   (feet)  ADJUSTED  
 PE1111  ___________________________________________________________________
 PE1111  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 PE1111  DYNAMIC HT  -          27.726 (meters)      90.96  (feet)  COMP
 PE1111  MODELED GRAV-     980,520.0   (mgal)                       NAVD 88
 PE1111
 PE1111  VERT ORDER  -  SECOND    CLASS 0
 PE1111
 PE1111.The horizontal coordinates were scaled from a topographic map and have
 PE1111.an estimated accuracy of +/- 6 seconds.
 PE1111
 PE1111.The orthometric height was determined by differential leveling
 PE1111.and adjusted by the National Geodetic Survey in June 1991..
 PE1111
 PE1111.The geoid height was determined by GEOID03.
 PE1111
 PE1111.The dynamic height is computed by dividing the NAVD 88
 PE1111.geopotential number by the normal gravity value computed on the
 PE1111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1111.degrees latitude (g = 980.6199 gals.).
 PE1111
 PE1111.The modeled gravity was interpolated from observed gravity values.
 PE1111
 PE1111;                    North         East    Units  Estimated Accuracy
 PE1111;SPC ME W     -   131,800.      956,390.      MT  (+/- 180 meters Scaled)
 PE1111
 PE1111                          SUPERSEDED SURVEY CONTROL
 PE1111
 PE1111  NGVD 29 (??/??/92)   27.937  (m)           91.66   (f) ADJ UNCH    2 0
 PE1111
 PE1111.Superseded values are not recommended for survey control.
 PE1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1111.See file dsdata.txt to determine how the superseded data were derived.
 PE1111
 PE1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ628739(NAD 83)
 PE1111_MARKER: DB = BENCH MARK DISK
 PE1111_SETTING: 66 = SET IN ROCK OUTCROP
 PE1111_SP_SET: BEDROCK
 PE1111_STAMPING: F 157 1963
 PE1111_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1111+STABILITY: POSITION/ELEVATION WELL
 PE1111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE1111+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2003
 PE1111
 PE1111  HISTORY     - Date     Condition        Report By
 PE1111  HISTORY     - 1963     MONUMENTED       CGS
 PE1111  HISTORY     - 20031124 GOOD             USPSQD
 PE1111
 PE1111                          STATION DESCRIPTION
 PE1111
 PE1111'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PE1111'4.6 MI SE FROM DAMARISCOTTA.
 PE1111'ABOUT 1.3 MILES EAST ALONG U.S. HIGHWAY 1 (BUSINESS ROUTE)
 PE1111'FROM THE SOUTH END OF THE LARGE BRIDGE OVER THE DAMARISCOTTA
 PE1111'RIVER AT DAMARISCOTTA, THENCE 3.3 MILES SOUTHEAST ALONG AN ASPHALT
 PE1111'ROAD, SET ON THE TOP OF A MASS OF BEDROCK WHICH IS FLUSH WITH THE
 PE1111'GROUND, 130 YARDS SOUTH OF THE CENTER OF A SMALL BRIDGE OVER A
 PE1111'STREAM WHICH CONNECTS PEMAQUID POND AND BISCAY POND, NEAR THE
 PE1111'JUNCTION OF AN ASPHALT ROAD LEADING EASTERLY, 22 1/2 FEET EAST
 PE1111'OF THE CENTER LINE OF THE ROAD, 89 FEET SOUTHWEST OF THE CENTER
 PE1111'LINE OF THE ROAD LEADING EASTERLY, ABOUT 60 YARDS SOUTH OF THE
 PE1111'APPROXIMATE CENTER OF THE Y JUNCTION, 41 1/2 FEET SOUTH OF POWER
 PE1111'LINE POLE NO. 12 - 144 (FIRST POLE SOUTH OF THE ROAD JUNCTION)
 PE1111'AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
 PE1111
 PE1111                          STATION RECOVERY (2003)
 PE1111
 PE1111'RECOVERY NOTE BY US POWER SQUADRON 2003 (WTM)
 PE1111'ASK PERMISSION OF OWNER BEFORE SEARCHING. OWNERS HOUSE IS ON THE
 PE1111''EASTERLY' ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0686 ***********************************************************************
 PE0686  DESIGNATION -  F 158
 PE0686  PID         -  PE0686
 PE0686  STATE/COUNTY-  ME/SOMERSET
 PE0686  USGS QUAD   -  BURNHAM (1982)
 PE0686
 PE0686                         *CURRENT SURVEY CONTROL
 PE0686  ___________________________________________________________________
 PE0686* NAD 83(1986)-  44 44 19.     (N)    069 25 00.     (W)     SCALED    
 PE0686* NAVD 88     -        83.825  (meters)     275.02   (feet)  ADJUSTED  
 PE0686  ___________________________________________________________________
 PE0686  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 PE0686  DYNAMIC HT  -          83.821 (meters)     275.00  (feet)  COMP
 PE0686  MODELED GRAV-     980,569.0   (mgal)                       NAVD 88
 PE0686  OBS GRAVITY -     980,566.7   (mgal)                       GRAV_OBS
 PE0686
 PE0686  VERT ORDER  -  FIRST     CLASS I
 PE0686
 PE0686.The horizontal coordinates were scaled from a topographic map and have
 PE0686.an estimated accuracy of +/- 6 seconds.
 PE0686
 PE0686.The orthometric height was determined by differential leveling
 PE0686.and adjusted by the National Geodetic Survey in June 1991..
 PE0686
 PE0686.The geoid height was determined by GEOID03.
 PE0686
 PE0686.The dynamic height is computed by dividing the NAVD 88
 PE0686.geopotential number by the normal gravity value computed on the
 PE0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0686.degrees latitude (g = 980.6199 gals.).
 PE0686
 PE0686.The modeled gravity was interpolated from observed gravity values.
 PE0686.The observed gravity was obtained from relative gravimeter ties
 PE0686.to the IGSN71 gravity network.
 PE0686
 PE0686;                    North         East    Units  Estimated Accuracy
 PE0686;SPC ME W     -   211,960.      959,400.      MT  (+/- 180 meters Scaled)
 PE0686
 PE0686                          SUPERSEDED SURVEY CONTROL
 PE0686
 PE0686  NGVD 29 (??/??/92)   84.034  (m)          275.70   (f) ADJ UNCH    1 1
 PE0686
 PE0686.Superseded values are not recommended for survey control.
 PE0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0686.See file dsdata.txt to determine how the superseded data were derived.
 PE0686
 PE0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK670539(NAD 83)
 PE0686_MARKER: DB = BENCH MARK DISK
 PE0686_SETTING: 66 = SET IN ROCK OUTCROP
 PE0686_SP_SET: UNSPECIFIED ROCK
 PE0686_STAMPING: F 158 1966
 PE0686_MARK LOGO: CGS   
 PE0686_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE0686_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0686
 PE0686  HISTORY     - Date     Condition        Report By
 PE0686  HISTORY     - 1966     MONUMENTED       CGS
 PE0686  HISTORY     - 1981     GOOD             NGS
 PE0686  HISTORY     - 19820524 GOOD             NGS
 PE0686
 PE0686                          STATION DESCRIPTION
 PE0686
 PE0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE0686'3.5 MI N FROM BURNHAM.
 PE0686'3.3 MILES NORTH ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE0686'STATION AT BURNHAM, THENCE 0.2 MILE SOUTHEAST ALONG A NARROW
 PE0686'GRAVELED ROAD, ON THE NORTHWEST SLOPE OF A SMALL HILL, 94 YARDS
 PE0686'SOUTHEAST OF AN OVERHEAD TELEPHONE CABLE CROSSING, IN THE TOP
 PE0686'OF A ROCK THAT THE EXPOSED PORTION IS ABOUT 1 1/2-BY-2 1/2-FOOT
 PE0686'AND FLUSH WITH THE GROUND, 10.0 FEET NORTHEAST OF THE CENTER LINE
 PE0686'OF THE ROAD, 88.4 FEET NORTHWEST OF AND ACROSS THE ROAD FROM
 PE0686'TRIANGULATION STATION CARR DESCRIBED, AND ABOUT LEVEL WITH THE
 PE0686'ROAD.  NOTE-- CAN SERVE AS REFERENCE MARK FOR TRIANGULATION
 PE0686'STATION CARR.
 PE0686
 PE0686                          STATION RECOVERY (1981)
 PE0686
 PE0686'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 PE0686'RECOVERED IN GOOD CONDITION.
 PE0686
 PE0686                          STATION RECOVERY (1982)
 PE0686
 PE0686'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 PE0686'BENCH MARK NO F 158 IS A STANDARD NGS DISK STAMPED--F 158 1966--, SET
 PE0686'INTO ROCK OUTCROP 2 FT (0.6 M) LARGEST DIMENSION LOCATED 145.0 FT
 PE0686'(44.2 M) SE FROM A FENCE CORNER, 9.5 FT (2.9 M) NE FROM THE CENTER OF
 PE0686'FIELD ROAD, AND 3.0 FT (0.9 M) LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0476 ***********************************************************************
 PE0476  DESIGNATION -  F 159
 PE0476  PID         -  PE0476
 PE0476  STATE/COUNTY-  ME/PENOBSCOT
 PE0476  USGS QUAD   -  BANGOR (1991)
 PE0476
 PE0476                         *CURRENT SURVEY CONTROL
 PE0476  ___________________________________________________________________
 PE0476* NAD 83(1986)-  44 47 36.     (N)    068 46 24.     (W)     SCALED    
 PE0476* NAVD 88     -         6.045  (meters)      19.83   (feet)  ADJUSTED  
 PE0476  ___________________________________________________________________
 PE0476  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 PE0476  DYNAMIC HT  -           6.045 (meters)      19.83  (feet)  COMP
 PE0476  MODELED GRAV-     980,582.8   (mgal)                       NAVD 88
 PE0476  OBS GRAVITY -     980,582.9   (mgal)                       GRAV_OBS
 PE0476
 PE0476  VERT ORDER  -  FIRST     CLASS I
 PE0476
 PE0476.The horizontal coordinates were scaled from a topographic map and have
 PE0476.an estimated accuracy of +/- 6 seconds.
 PE0476
 PE0476.The orthometric height was determined by differential leveling
 PE0476.and adjusted by the National Geodetic Survey in June 1991..
 PE0476
 PE0476.The geoid height was determined by GEOID03.
 PE0476
 PE0476.The dynamic height is computed by dividing the NAVD 88
 PE0476.geopotential number by the normal gravity value computed on the
 PE0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0476.degrees latitude (g = 980.6199 gals.).
 PE0476
 PE0476.The modeled gravity was interpolated from observed gravity values.
 PE0476.The observed gravity was obtained from relative gravimeter ties
 PE0476.to the IGSN71 gravity network.
 PE0476
 PE0476;                    North         East    Units  Estimated Accuracy
 PE0476;SPC ME E     -   125,220.      278,370.      MT  (+/- 180 meters Scaled)
 PE0476
 PE0476                          SUPERSEDED SURVEY CONTROL
 PE0476
 PE0476  NGVD 29 (??/??/92)    6.257  (m)           20.53   (f) ADJ UNCH    1 1
 PE0476
 PE0476.Superseded values are not recommended for survey control.
 PE0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0476.See file dsdata.txt to determine how the superseded data were derived.
 PE0476
 PE0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK179600(NAD 83)
 PE0476_MARKER: DB = BENCH MARK DISK
 PE0476_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE0476_SP_SET: FOUNDATION
 PE0476_STAMPING: F 159 1966
 PE0476_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE0476
 PE0476  HISTORY     - Date     Condition        Report By
 PE0476  HISTORY     - 1966     MONUMENTED       CGS
 PE0476  HISTORY     - 1978     GOOD             DMA
 PE0476  HISTORY     - 1984     GOOD             USPSQD
 PE0476  HISTORY     - 1988     GOOD             USPSQD
 PE0476
 PE0476                          STATION DESCRIPTION
 PE0476
 PE0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE0476'AT BANGOR.
 PE0476'AT BANGOR, ABOUT 0.3 MILE SOUTHWEST ALONG THE MAINE CENTRAIL RAILROAD
 PE0476'FROM THE UNION STREET BRIDGE OVER THE PENOBSCOT RIVER, ABOUT
 PE0476'0.5 MILE NORTHEAST OF MILEPOST P136/V115, ABOUT 0.15 MILE
 PE0476'SOUTH OF THE JUNCTION OF MAIN STREET AND RAILROAD STREET,
 PE0476'170 FEET NORTHWEST OF AND ACROSS 4 TRACKS FROM THE NORTHWEST
 PE0476'RAIL OF TRACK THAT CROSSES THE SCALES, SET VERTICALLY IN THE
 PE0476'SOUTHEAST FACE AT THE SOUTH CORNER OF THE CONCRETE FOUNDATION
 PE0476'FOR A LONG BRICK WAREHOUSE, AND ABOUT 1.9 FEET ABOVE THE LEVEL
 PE0476'OF THE GROUND.
 PE0476
 PE0476                          STATION RECOVERY (1978)
 PE0476
 PE0476'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PE0476'RECOVERED IN GOOD CONDITION.
 PE0476
 PE0476                          STATION RECOVERY (1984)
 PE0476
 PE0476'RECOVERY NOTE BY US POWER SQUADRON 1984
 PE0476'RECOVERED IN GOOD CONDITION.
 PE0476
 PE0476                          STATION RECOVERY (1988)
 PE0476
 PE0476'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE0476'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0575 ***********************************************************************
 OC0575  DESIGNATION -  F 16
 OC0575  PID         -  OC0575
 OC0575  STATE/COUNTY-  ME/OXFORD
 OC0575  USGS QUAD   -  HIRAM (1964)
 OC0575
 OC0575                         *CURRENT SURVEY CONTROL
 OC0575  ___________________________________________________________________
 OC0575* NAD 83(1986)-  43 53 57.     (N)    070 50 05.     (W)     SCALED    
 OC0575* NAVD 88     -       122.852  (meters)     403.06   (feet)  ADJUSTED  
 OC0575  ___________________________________________________________________
 OC0575  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 OC0575  DYNAMIC HT  -         122.833 (meters)     402.99  (feet)  COMP
 OC0575  MODELED GRAV-     980,463.1   (mgal)                       NAVD 88
 OC0575
 OC0575  VERT ORDER  -  SECOND    CLASS 0
 OC0575
 OC0575.The horizontal coordinates were scaled from a topographic map and have
 OC0575.an estimated accuracy of +/- 6 seconds.
 OC0575
 OC0575.The orthometric height was determined by differential leveling
 OC0575.and adjusted by the National Geodetic Survey in June 1991..
 OC0575
 OC0575.The geoid height was determined by GEOID03.
 OC0575
 OC0575.The dynamic height is computed by dividing the NAVD 88
 OC0575.geopotential number by the normal gravity value computed on the
 OC0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0575.degrees latitude (g = 980.6199 gals.).
 OC0575
 OC0575.The modeled gravity was interpolated from observed gravity values.
 OC0575
 OC0575;                    North         East    Units  Estimated Accuracy
 OC0575;SPC ME W     -   118,630.      846,330.      MT  (+/- 180 meters Scaled)
 OC0575
 OC0575                          SUPERSEDED SURVEY CONTROL
 OC0575
 OC0575  NGVD 29 (??/??/92)  123.00   (m)          403.5    (f) COMPUTED    2 0
 OC0575
 OC0575.Superseded values are not recommended for survey control.
 OC0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0575.See file dsdata.txt to determine how the superseded data were derived.
 OC0575
 OC0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ526623(NAD 83)
 OC0575_MARKER: DB = BENCH MARK DISK
 OC0575_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OC0575_SP_SET: CULVERT
 OC0575_STAMPING: F 16 1933
 OC0575_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC0575
 OC0575  HISTORY     - Date     Condition        Report By
 OC0575  HISTORY     - 1933     MONUMENTED       CGS
 OC0575  HISTORY     - 20050605 MARK NOT FOUND   GEOCAC
 OC0575
 OC0575                          STATION DESCRIPTION
 OC0575
 OC0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OC0575'4.6 MI SE FROM BROWNFIELD.
 OC0575'ON THE PORTLAND ST. JOHNSBURY BRANCH OF THE MAINE CENTRAL R.R.,
 OC0575'ON THE SOUTH END OF EAST HEAD WALL OF CONCRETE CULVERT ON HIGHWAY
 OC0575'113, 75 FT NORTH WEST OF MILE POST P 39, 60 FT WEST OF R.R. ON
 OC0575'A LEVEL WITH THE TRACK AND 15 FT EAST OF HIGHWAY.
 OC0575
 OC0575                          STATION RECOVERY (2005)
 OC0575
 OC0575'RECOVERY NOTE BY GEOCACHING 2005 (JKS)
 OC0575'I DO NOT BELIEVE THIS MARK STILL EXISTS AND WAS REPLACED BY OC576. JKS
 OC0575' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0576 ***********************************************************************
 OC0576  DESIGNATION -  F 16 RESET 1957
 OC0576  PID         -  OC0576
 OC0576  STATE/COUNTY-  ME/OXFORD
 OC0576  USGS QUAD   -  HIRAM (1964)
 OC0576
 OC0576                         *CURRENT SURVEY CONTROL
 OC0576  ___________________________________________________________________
 OC0576* NAD 83(1986)-  43 53 57.     (N)    070 50 05.     (W)     SCALED    
 OC0576* NAVD 88     -       123.12   (meters)     403.9    (feet)  RESET     
 OC0576  ___________________________________________________________________
 OC0576  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 OC0576
 OC0576  VERT ORDER  -  THIRD
 OC0576
 OC0576.The horizontal coordinates were scaled from a topographic map and have
 OC0576.an estimated accuracy of +/- 6 seconds.
 OC0576
 OC0576.The orthometric height was computed from unverified reset data.
 OC0576
 OC0576.The geoid height was determined by GEOID03.
 OC0576
 OC0576;                    North         East    Units  Estimated Accuracy
 OC0576;SPC ME W     -   118,630.      846,330.      MT  (+/- 180 meters Scaled)
 OC0576
 OC0576                          SUPERSEDED SURVEY CONTROL
 OC0576
 OC0576  NGVD 29 (??/??/??)  123.27   (m)          404.4    (f) RESET       3  
 OC0576
 OC0576.Superseded values are not recommended for survey control.
 OC0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0576.See file dsdata.txt to determine how the superseded data were derived.
 OC0576
 OC0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ526623(NAD 83)
 OC0576_MARKER: DB = BENCH MARK DISK
 OC0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC0576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OC0576_STAMPING: F 16 RESET 1957
 OC0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC0576+STABILITY: SURFACE MOTION
 OC0576
 OC0576  HISTORY     - Date     Condition        Report By
 OC0576  HISTORY     - 1957     MONUMENTED       MEHD
 OC0576  HISTORY     - 1975     GOOD             NGS
 OC0576  HISTORY     - 20040420 MARK NOT FOUND   GEOCAC
 OC0576
 OC0576                          STATION DESCRIPTION
 OC0576
 OC0576'DESCRIBED BY MAINE HIGHWAY DEPARTMENT (NOW MEDT) 1957
 OC0576'4.6 MI SE FROM EAST BROWNFIELD.
 OC0576'4.6 MILES SOUTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 OC0576'STATION AT EAST BROWNFIELD, 60 FEET WEST OF THE TRACK, 50 FEET
 OC0576'NORTH OF C.M.P. CO. POLE 82, 45 FEET LEFT OF THE CENTERLINE OF
 OC0576'NEW HIGHWAY AT STA. 596+55, IN AN 8-INCH CONCRETE POST ELEVATED
 OC0576'6 INCHES ABOVE THE GROUND LEVEL AND ABOUT THE SAME LEVEL AS THE
 OC0576'TRACK.
 OC0576
 OC0576                          STATION RECOVERY (1975)
 OC0576
 OC0576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 OC0576'RECOVERED/NOT RECOVERED AS DESCRIBED/INDICATED
 OC0576
 OC0576                          STATION RECOVERY (2004)
 OC0576
 OC0576'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 OC0576'MARK NOT FOUND
 OC0576' 
 OC0576'I HAVE SPENT SEVERAL HOURS OVER SEVERAL WEEKS AND AM UNABLE TO LOCATE
 OC0576'THIS MARKER. ALSO, IT IS NOT INDICATED ON ANY TOPO MAPS AS BEING IN
 OC0576'THIS GENERAL AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0277 ***********************************************************************
 PD0277  DESIGNATION -  F 160
 PD0277  PID         -  PD0277
 PD0277  STATE/COUNTY-  ME/WASHINGTON
 PD0277  USGS QUAD   -  CHERRYFIELD (1978)
 PD0277
 PD0277                         *CURRENT SURVEY CONTROL
 PD0277  ___________________________________________________________________
 PD0277* NAD 83(1986)-  44 35 55.     (N)    067 57 41.     (W)     SCALED    
 PD0277* NAVD 88     -        46.457  (meters)     152.42   (feet)  ADJUSTED  
 PD0277  ___________________________________________________________________
 PD0277  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 PD0277  DYNAMIC HT  -          46.454 (meters)     152.41  (feet)  COMP
 PD0277  MODELED GRAV-     980,570.9   (mgal)                       NAVD 88
 PD0277  OBS GRAVITY -     980,572.7   (mgal)                       GRAV_OBS
 PD0277
 PD0277  VERT ORDER  -  FIRST     CLASS I
 PD0277
 PD0277.The horizontal coordinates were scaled from a topographic map and have
 PD0277.an estimated accuracy of +/- 6 seconds.
 PD0277
 PD0277.The orthometric height was determined by differential leveling
 PD0277.and adjusted by the National Geodetic Survey in June 1991..
 PD0277
 PD0277.The geoid height was determined by GEOID03.
 PD0277
 PD0277.The dynamic height is computed by dividing the NAVD 88
 PD0277.geopotential number by the normal gravity value computed on the
 PD0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0277.degrees latitude (g = 980.6199 gals.).
 PD0277
 PD0277.The modeled gravity was interpolated from observed gravity values.
 PD0277.The observed gravity was obtained from relative gravimeter ties
 PD0277.to the IGSN71 gravity network.
 PD0277
 PD0277;                    North         East    Units  Estimated Accuracy
 PD0277;SPC ME E     -   103,680.      342,760.      MT  (+/- 180 meters Scaled)
 PD0277
 PD0277                          SUPERSEDED SURVEY CONTROL
 PD0277
 PD0277  NGVD 29 (??/??/92)   46.663  (m)          153.09   (f) ADJ UNCH    1 1
 PD0277
 PD0277.Superseded values are not recommended for survey control.
 PD0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0277.See file dsdata.txt to determine how the superseded data were derived.
 PD0277
 PD0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK824388(NAD 83)
 PD0277_MARKER: DB = BENCH MARK DISK
 PD0277_SETTING: 66 = SET IN ROCK OUTCROP
 PD0277_SP_SET: ROCK CUT
 PD0277_STAMPING: F 160 1966
 PD0277_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0277+STABILITY: POSITION/ELEVATION WELL
 PD0277
 PD0277  HISTORY     - Date     Condition        Report By
 PD0277  HISTORY     - 1966     MONUMENTED       CGS
 PD0277  HISTORY     - 1978     GOOD             DMA
 PD0277
 PD0277                          STATION DESCRIPTION
 PD0277
 PD0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PD0277'2 MI SW FROM CHERRYFIELD.
 PD0277'2.0 MILES SOUTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PD0277'STATION AT CHERRYFIELD, ABOUT 0.1 MILE NORTHEAST OF MILEPOST
 PD0277'P195/C75, 2 1/2 RAILS SOUTHWEST OF AN OLD DIM ROAD CROSSING, IN
 PD0277'THE TOP OF THE SOUTH CORNER OF A ROCK THAT THE EXPOSED PORTION IS
 PD0277'ABOUT 5 FEET LONG BY 2 1/2 FEET HIGH, AND IS PART OF A LONG CUT,
 PD0277'10.5 FEET NORTHWEST OF THE NORTHWEST RAIL, AND ABOUT 2 FEET
 PD0277'ABOVE THE LEVEL OF THE TRACK.
 PD0277
 PD0277                          STATION RECOVERY (1978)
 PD0277
 PD0277'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PD0277'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0377 ***********************************************************************
 OC0377  DESIGNATION -  F 161
 OC0377  PID         -  OC0377
 OC0377  STATE/COUNTY-  ME/YORK
 OC0377  USGS QUAD   -  WELLS (1979)
 OC0377
 OC0377                         *CURRENT SURVEY CONTROL
 OC0377  ___________________________________________________________________
 OC0377* NAD 83(1986)-  43 22 24.     (N)    070 33 07.     (W)     SCALED    
 OC0377* NAVD 88     -        13.434  (meters)      44.07   (feet)  ADJUSTED  
 OC0377  ___________________________________________________________________
 OC0377  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 OC0377  DYNAMIC HT  -          13.432 (meters)      44.07  (feet)  COMP
 OC0377  MODELED GRAV-     980,472.4   (mgal)                       NAVD 88
 OC0377
 OC0377  VERT ORDER  -  FIRST     CLASS I
 OC0377
 OC0377.The horizontal coordinates were scaled from a topographic map and have
 OC0377.an estimated accuracy of +/- 6 seconds.
 OC0377
 OC0377.The orthometric height was determined by differential leveling
 OC0377.and adjusted by the National Geodetic Survey in June 1991..
 OC0377
 OC0377.The geoid height was determined by GEOID03.
 OC0377
 OC0377.The dynamic height is computed by dividing the NAVD 88
 OC0377.geopotential number by the normal gravity value computed on the
 OC0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0377.degrees latitude (g = 980.6199 gals.).
 OC0377
 OC0377.The modeled gravity was interpolated from observed gravity values.
 OC0377
 OC0377;                    North         East    Units  Estimated Accuracy
 OC0377;SPC ME W     -    60,060.      868,780.      MT  (+/- 180 meters Scaled)
 OC0377
 OC0377                          SUPERSEDED SURVEY CONTROL
 OC0377
 OC0377  NGVD 29 (??/??/92)   13.657  (m)           44.81   (f) ADJ UNCH    1 1
 OC0377
 OC0377.Superseded values are not recommended for survey control.
 OC0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0377.See file dsdata.txt to determine how the superseded data were derived.
 OC0377
 OC0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ742034(NAD 83)
 OC0377_MARKER: DB = BENCH MARK DISK
 OC0377_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OC0377_SP_SET: CULVERT
 OC0377_STAMPING: F 161 1966
 OC0377_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC0377
 OC0377  HISTORY     - Date     Condition        Report By
 OC0377  HISTORY     - 1966     MONUMENTED       CGS
 OC0377  HISTORY     - 1978     GOOD             DOD
 OC0377  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 OC0377  HISTORY     - 19950913 GOOD             USPSQD
 OC0377
 OC0377                          STATION DESCRIPTION
 OC0377
 OC0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OC0377'1.4 MI SW FROM KENNEBUNK.
 OC0377'ABOUT 1.35 MILE SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST
 OC0377'OFFICE IN KENNEBUNK, ON THE OUTSIDE OF A CURVE, IN THE TOP OF
 OC0377'THE SOUTHWEST END OF THE NORTHWEST CONCRETE HEAD WALL FOR A
 OC0377'3-FOOT BOX CULVERT OVER FERNALD BROOK, 24.5 FEET NORTHWEST OF
 OC0377'THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 OC0377
 OC0377                          STATION RECOVERY (1978)
 OC0377
 OC0377'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 OC0377'RECOVERED IN GOOD CONDITION.
 OC0377
 OC0377                          STATION RECOVERY (1988)
 OC0377
 OC0377'RECOVERY NOTE BY US POWER SQUADRON 1988 (RSR)
 OC0377'MARK NOT FOUND.
 OC0377
 OC0377                          STATION RECOVERY (1995)
 OC0377
 OC0377'RECOVERY NOTE BY US POWER SQUADRON 1995
 OC0377'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0079 ***********************************************************************
 OC0079  DESIGNATION -  F 162
 OC0079  PID         -  OC0079
 OC0079  STATE/COUNTY-  ME/CUMBERLAND
 OC0079  USGS QUAD   -  PROUTS NECK (1978)
 OC0079
 OC0079                         *CURRENT SURVEY CONTROL
 OC0079  ___________________________________________________________________
 OC0079* NAD 83(1986)-  43 33 12.     (N)    070 21 29.     (W)     SCALED    
 OC0079* NAVD 88     -        35.047  (meters)     114.98   (feet)  ADJUSTED  
 OC0079  ___________________________________________________________________
 OC0079  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 OC0079  DYNAMIC HT  -          35.043 (meters)     114.97  (feet)  COMP
 OC0079  MODELED GRAV-     980,498.9   (mgal)                       NAVD 88
 OC0079
 OC0079  VERT ORDER  -  FIRST     CLASS I
 OC0079
 OC0079.The horizontal coordinates were scaled from a topographic map and have
 OC0079.an estimated accuracy of +/- 6 seconds.
 OC0079
 OC0079.The orthometric height was determined by differential leveling
 OC0079.and adjusted by the National Geodetic Survey in June 1991..
 OC0079
 OC0079.The geoid height was determined by GEOID03.
 OC0079
 OC0079.The dynamic height is computed by dividing the NAVD 88
 OC0079.geopotential number by the normal gravity value computed on the
 OC0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0079.degrees latitude (g = 980.6199 gals.).
 OC0079
 OC0079.The modeled gravity was interpolated from observed gravity values.
 OC0079
 OC0079;                    North         East    Units  Estimated Accuracy
 OC0079;SPC ME W     -    80,010.      884,540.      MT  (+/- 180 meters Scaled)
 OC0079
 OC0079                          SUPERSEDED SURVEY CONTROL
 OC0079
 OC0079  NGVD 29 (??/??/92)   35.273  (m)          115.72   (f) ADJ UNCH    1 1
 OC0079
 OC0079.Superseded values are not recommended for survey control.
 OC0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0079.See file dsdata.txt to determine how the superseded data were derived.
 OC0079
 OC0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ903231(NAD 83)
 OC0079_MARKER: DB = BENCH MARK DISK
 OC0079_SETTING: 66 = SET IN ROCK OUTCROP
 OC0079_SP_SET: ROCK CUT
 OC0079_STAMPING: F 162 1966
 OC0079_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC0079+STABILITY: POSITION/ELEVATION WELL
 OC0079
 OC0079  HISTORY     - Date     Condition        Report By
 OC0079  HISTORY     - 1966     MONUMENTED       CGS
 OC0079  HISTORY     - 1978     GOOD             DOD
 OC0079
 OC0079                          STATION DESCRIPTION
 OC0079
 OC0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OC0079'4.9 MI S FROM SCARBOROUGH.
 OC0079'ABOUT 2.95 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST
 OC0079'OFFICE AT SCARBOROUGH, THENCE 1.95 MILES SOUTHEAST ALONG STATE
 OC0079'HIGHWAY 9, 195 YARDS NORTHWEST OF SEAVEY LANDING ROAD, IN THE
 OC0079'TOP AT THE SOUTHEAST END OF A ROCK CUT THAT THE EXPOSED PORTION
 OC0079'IS ABOUT 90-FOOT LONG AND IS ON THE NORTHEAST SIDE OF BLUE
 OC0079'POINT HILL, 75.0 FEET NORTHWEST OF THE NORTH CORNER OF A ONE
 OC0079'STORY FRAME HOUSE, 32.5 FEET SOUTHWEST OF THE CENTER LINE OF
 OC0079'THE HIGHWAY, 1.5 FEET SOUTHWEST OF THE NORTHEAST FACE OF THE
 OC0079'ROCK CUT, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 OC0079
 OC0079                          STATION RECOVERY (1978)
 OC0079
 OC0079'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 OC0079'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0030 ***********************************************************************
 OC0030  DESIGNATION -  F 163
 OC0030  PID         -  OC0030
 OC0030  STATE/COUNTY-  ME/CUMBERLAND
 OC0030  USGS QUAD   -  PORTLAND WEST (1978)
 OC0030
 OC0030                         *CURRENT SURVEY CONTROL
 OC0030  ___________________________________________________________________
 OC0030* NAD 83(1986)-  43 42 53.     (N)    070 18 11.     (W)     SCALED    
 OC0030* NAVD 88     -        27.954  (meters)      91.71   (feet)  ADJUSTED  
 OC0030  ___________________________________________________________________
 OC0030  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 OC0030  DYNAMIC HT  -          27.950 (meters)      91.70  (feet)  COMP
 OC0030  MODELED GRAV-     980,491.8   (mgal)                       NAVD 88
 OC0030
 OC0030  VERT ORDER  -  FIRST     CLASS I
 OC0030
 OC0030.The horizontal coordinates were scaled from a topographic map and have
 OC0030.an estimated accuracy of +/- 6 seconds.
 OC0030
 OC0030.The orthometric height was determined by differential leveling
 OC0030.and adjusted by the National Geodetic Survey in June 1991..
 OC0030
 OC0030.The geoid height was determined by GEOID03.
 OC0030
 OC0030.The dynamic height is computed by dividing the NAVD 88
 OC0030.geopotential number by the normal gravity value computed on the
 OC0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0030.degrees latitude (g = 980.6199 gals.).
 OC0030
 OC0030.The modeled gravity was interpolated from observed gravity values.
 OC0030
 OC0030;                    North         East    Units  Estimated Accuracy
 OC0030;SPC ME W     -    97,930.      889,010.      MT  (+/- 180 meters Scaled)
 OC0030
 OC0030                          SUPERSEDED SURVEY CONTROL
 OC0030
 OC0030  NGVD 29 (??/??/92)   28.163  (m)           92.40   (f) ADJ UNCH    1 1
 OC0030
 OC0030.Superseded values are not recommended for survey control.
 OC0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0030.See file dsdata.txt to determine how the superseded data were derived.
 OC0030
 OC0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ950410(NAD 83)
 OC0030_MARKER: DB = BENCH MARK DISK
 OC0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OC0030_STAMPING: F 163 1966
 OC0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC0030+STABILITY: SURFACE MOTION
 OC0030
 OC0030  HISTORY     - Date     Condition        Report By
 OC0030  HISTORY     - 1966     MONUMENTED       CGS
 OC0030  HISTORY     - 1978     GOOD             DOD
 OC0030  HISTORY     - 1988     GOOD             USPSQD
 OC0030  HISTORY     - 19950614 MARK NOT FOUND   USPSQD
 OC0030
 OC0030                          STATION DESCRIPTION
 OC0030
 OC0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OC0030'1.8 MI N FROM PORTLAND.
 OC0030'ABOUT 1.85 MILES NORTH ALONG THE MAINE CENTRAL RAILROAD FROM THE
 OC0030'CROSSING OF STATE HIGHWAY 100 AT PORTLAND, NEAR THE CROSSING OF
 OC0030'RIVERSIDE ROAD, 9 RAILS NORTHEAST OF MILEPOST P 6-V 245, 312 FEET
 OC0030'SOUTHWEST OF THE CENTER OF THE CROSSING, 62 FEET WEST-NORTHWEST
 OC0030'OF AND ACROSS THE TRACKS FROM THE THIRD TELEPHONE POLE NORTHEAST
 OC0030'OF THE MILEPOST, 20.7 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 OC0030'NORTHWEST TRACK, 1 FOOT SOUTHEAST OF A RIGHT-OF-WAY FENCE, 2.0
 OC0030'FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 0.5 FOOT BELOW THE
 OC0030'LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 OC0030'PROJECTING 0.4 FOOT.
 OC0030
 OC0030                          STATION RECOVERY (1978)
 OC0030
 OC0030'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 OC0030'RECOVERED IN GOOD CONDITION.
 OC0030
 OC0030                          STATION RECOVERY (1988)
 OC0030
 OC0030'RECOVERY NOTE BY US POWER SQUADRON 1988 (DWH)
 OC0030'RECOVERED IN GOOD CONDITION.
 OC0030
 OC0030                          STATION RECOVERY (1995)
 OC0030
 OC0030'RECOVERY NOTE BY US POWER SQUADRON 1995
 OC0030'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0063 ***********************************************************************
 OC0063  DESIGNATION -  F 164
 OC0063  PID         -  OC0063
 OC0063  STATE/COUNTY-  ME/CUMBERLAND
 OC0063  USGS QUAD   -  GRAY (1980)
 OC0063
 OC0063                         *CURRENT SURVEY CONTROL
 OC0063  ___________________________________________________________________
 OC0063* NAD 83(1986)-  43 59 38.     (N)    070 16 08.     (W)     SCALED    
 OC0063* NAVD 88     -        43.408  (meters)     142.41   (feet)  ADJUSTED  
 OC0063  ___________________________________________________________________
 OC0063  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 OC0063  DYNAMIC HT  -          43.403 (meters)     142.40  (feet)  COMP
 OC0063  MODELED GRAV-     980,498.7   (mgal)                       NAVD 88
 OC0063
 OC0063  VERT ORDER  -  FIRST     CLASS I
 OC0063
 OC0063.The horizontal coordinates were scaled from a topographic map and have
 OC0063.an estimated accuracy of +/- 6 seconds.
 OC0063
 OC0063.The orthometric height was determined by differential leveling
 OC0063.and adjusted by the National Geodetic Survey in June 1991..
 OC0063
 OC0063.The geoid height was determined by GEOID03.
 OC0063
 OC0063.The dynamic height is computed by dividing the NAVD 88
 OC0063.geopotential number by the normal gravity value computed on the
 OC0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0063.degrees latitude (g = 980.6199 gals.).
 OC0063
 OC0063.The modeled gravity was interpolated from observed gravity values.
 OC0063
 OC0063;                    North         East    Units  Estimated Accuracy
 OC0063;SPC ME W     -   128,940.      891,800.      MT  (+/- 180 meters Scaled)
 OC0063
 OC0063                          SUPERSEDED SURVEY CONTROL
 OC0063
 OC0063  NGVD 29 (??/??/92)   43.602  (m)          143.05   (f) ADJ UNCH    1 1
 OC0063
 OC0063.Superseded values are not recommended for survey control.
 OC0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0063.See file dsdata.txt to determine how the superseded data were derived.
 OC0063
 OC0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ982719(NAD 83)
 OC0063_MARKER: DB = BENCH MARK DISK
 OC0063_SETTING: 80 = SET IN A BOULDER
 OC0063_SP_SET: BOULDER
 OC0063_STAMPING: F 164 1966
 OC0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC0063+STABILITY: SURFACE MOTION
 OC0063
 OC0063  HISTORY     - Date     Condition        Report By
 OC0063  HISTORY     - 1966     MONUMENTED       CGS
 OC0063  HISTORY     - 1978     GOOD             DOD
 OC0063
 OC0063                          STATION DESCRIPTION
 OC0063
 OC0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OC0063'2 MI S FROM DANVILLE.
 OC0063'ABOUT 2.05 MILES SOUTH ALONG THE CANADIAN NATIONAL RAILWAY
 OC0063'FROM DANVILLE JCT. AT DANVILLE, 1.0 MILE NORTH OF THE CROSSING
 OC0063'OF COBBS BRIDGE ROAD, 66 RAILS NORTH OF TELEPHONE POLE WITH
 OC0063'MILEPOST 25 ATTACHED, 154 YARDS SOUTH OF A SIGN READING YARDS
 OC0063'LIMITS ONE MILE, IN THE TOP OF A CONE SHAPED EMBEDDED BOULDER
 OC0063'THAT IS ABOUT 12-BY-20-FOOT AND PROJECTS ABOUT 10 FEET, 32.3 FEET
 OC0063'WEST OF THE WEST RAIL, AND ABOUT 2 FEET ABOVE THE LEVEL OF
 OC0063'THE TRACK.
 OC0063
 OC0063                          STATION RECOVERY (1978)
 OC0063
 OC0063'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 OC0063'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1440 ***********************************************************************
 PE1440  DESIGNATION -  F 165
 PE1440  PID         -  PE1440
 PE1440  STATE/COUNTY-  ME/KENNEBEC
 PE1440  USGS QUAD   -  WATERVILLE (1982)
 PE1440
 PE1440                         *CURRENT SURVEY CONTROL
 PE1440  ___________________________________________________________________
 PE1440* NAD 83(1986)-  44 33 55.     (N)    069 41 12.     (W)     SCALED    
 PE1440* NAVD 88     -        51.968  (meters)     170.50   (feet)  ADJUSTED  
 PE1440  ___________________________________________________________________
 PE1440  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 PE1440  DYNAMIC HT  -          51.965 (meters)     170.49  (feet)  COMP
 PE1440  MODELED GRAV-     980,545.6   (mgal)                       NAVD 88
 PE1440  OBS GRAVITY -     980,553.7   (mgal)                       GRAV_OBS
 PE1440
 PE1440  VERT ORDER  -  FIRST     CLASS I
 PE1440
 PE1440.The horizontal coordinates were scaled from a topographic map and have
 PE1440.an estimated accuracy of +/- 6 seconds.
 PE1440
 PE1440.The orthometric height was determined by differential leveling
 PE1440.and adjusted by the National Geodetic Survey in June 1991..
 PE1440
 PE1440.The geoid height was determined by GEOID03.
 PE1440
 PE1440.The dynamic height is computed by dividing the NAVD 88
 PE1440.geopotential number by the normal gravity value computed on the
 PE1440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1440.degrees latitude (g = 980.6199 gals.).
 PE1440
 PE1440.The modeled gravity was interpolated from observed gravity values.
 PE1440.The observed gravity was obtained from relative gravimeter ties
 PE1440.to the IGSN71 gravity network.
 PE1440
 PE1440;                    North         East    Units  Estimated Accuracy
 PE1440;SPC ME W     -   192,540.      938,130.      MT  (+/- 180 meters Scaled)
 PE1440
 PE1440                          SUPERSEDED SURVEY CONTROL
 PE1440
 PE1440  NGVD 29 (??/??/92)   52.165  (m)          171.14   (f) ADJ UNCH    1 1
 PE1440
 PE1440.Superseded values are not recommended for survey control.
 PE1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1440.See file dsdata.txt to determine how the superseded data were derived.
 PE1440
 PE1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK454348(NAD 83)
 PE1440_MARKER: DB = BENCH MARK DISK
 PE1440_SETTING: 66 = SET IN ROCK OUTCROP
 PE1440_SP_SET: ROCK OUTCROP
 PE1440_STAMPING: F 165 1966
 PE1440_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1440+STABILITY: POSITION/ELEVATION WELL
 PE1440
 PE1440  HISTORY     - Date     Condition        Report By
 PE1440  HISTORY     - 1966     MONUMENTED       CGS
 PE1440  HISTORY     - 1978     GOOD             DOD
 PE1440
 PE1440                          STATION DESCRIPTION
 PE1440
 PE1440'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE1440'2.2 MI NE FROM OAKLAND.
 PE1440'ABOUT 2.15 MILES NORTHEAST ALONG THE MAINE CENTRAIL RAILROAD
 PE1440'FROM THE POST OFFICE AT OAKLAND, ABOUT 0.25 MILE NORTHEAST OF
 PE1440'MILEPOST P 81/V173, ABOUT 0.2 MILE SOUTHWEST OF A BLACK TOPPED
 PE1440'ROAD CROSSING, 9 RAILS NORTHEAST OF THE NORTHEAST END OF A 130
 PE1440'FOOT RAILROAD BRIDGE OVER THE MESSALONSKEE STREAM, IN THE TOP
 PE1440'OF A ROCK OUTCROP THAT THE EXPOSED PORTION IS ABOUT 15-BY-60-FOOT
 PE1440'AND IS NEAR THE SOUTHWEST END OF A 100 YARD LONG ROCK CUT,
 PE1440'25.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK,
 PE1440'6 FEET SOUTHEAST OF THE NORTHWEST EDGE OF THE ROCK, 20 FEET
 PE1440'NORTH OF A LONE 30-INCH SPRUCE TREE, AND ABOUT LEVEL WITH THE
 PE1440'TRACK.
 PE1440
 PE1440                          STATION RECOVERY (1978)
 PE1440
 PE1440'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE1440'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1121 ***********************************************************************
 PE1121  DESIGNATION -  F 166
 PE1121  PID         -  PE1121
 PE1121  STATE/COUNTY-  ME/KENNEBEC
 PE1121  USGS QUAD   -  WINTHROP (1980)
 PE1121
 PE1121                         *CURRENT SURVEY CONTROL
 PE1121  ___________________________________________________________________
 PE1121* NAD 83(1996)-  44 18 33.44749(N)    069 58 34.62361(W)     ADJUSTED  
 PE1121* NAVD 88     -        65.521  (meters)     214.96   (feet)  ADJUSTED  
 PE1121  ___________________________________________________________________
 PE1121  X           -   1,565,345.220 (meters)                     COMP
 PE1121  Y           -  -4,295,218.089 (meters)                     COMP
 PE1121  Z           -   4,432,776.168 (meters)                     COMP
 PE1121  LAPLACE CORR-           2.22  (seconds)                    DEFLEC99
 PE1121  ELLIP HEIGHT-          39.51  (meters)          (01/07/02) GPS OBS
 PE1121  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 PE1121  DYNAMIC HT  -          65.515 (meters)     214.94  (feet)  COMP
 PE1121  MODELED GRAV-     980,533.7   (mgal)                       NAVD 88
 PE1121  OBS GRAVITY -     980,532.7   (mgal)                       GRAV_OBS
 PE1121
 PE1121  HORZ ORDER  -  FIRST
 PE1121  VERT ORDER  -  FIRST     CLASS I
 PE1121  ELLP ORDER  -  FIFTH     CLASS I
 PE1121
 PE1121.The horizontal coordinates were established by GPS observations
 PE1121.and adjusted by the National Geodetic Survey in July 1997..
 PE1121
 PE1121.The orthometric height was determined by differential leveling
 PE1121.and adjusted by the National Geodetic Survey in June 1991..
 PE1121
 PE1121.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PE1121
 PE1121.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1121
 PE1121.The ellipsoidal height was determined by GPS observations
 PE1121.and is referenced to NAD 83.
 PE1121
 PE1121.The geoid height was determined by GEOID03.
 PE1121
 PE1121.The dynamic height is computed by dividing the NAVD 88
 PE1121.geopotential number by the normal gravity value computed on the
 PE1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1121.degrees latitude (g = 980.6199 gals.).
 PE1121
 PE1121.The modeled gravity was interpolated from observed gravity values.
 PE1121.The observed gravity was obtained from relative gravimeter ties
 PE1121.to the IGSN71 gravity network.
 PE1121
 PE1121;                    North         East     Units Scale Factor Converg.
 PE1121;SPC ME W     -   163,996.780   915,189.789   MT  0.99996950   +0 07 58.8
 PE1121;UTM  19      - 4,906,689.460   422,134.932   MT  0.99967456   -0 40 55.2
 PE1121
 PE1121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1121!SPC ME W     -   0.99999380  x   0.99996950  =   0.99996331
 PE1121!UTM  19      -   0.99999380  x   0.99967456  =   0.99966837
 PE1121
 PE1121                          SUPERSEDED SURVEY CONTROL
 PE1121
 PE1121  ELLIP H (07/24/97)   39.51   (m)                       GP(       ) 1 1
 PE1121  NAD 83(1992)-  44 18 33.44745(N)    069 58 34.62285(W) AD(1995.00) 1
 PE1121  ELLIP H (04/19/96)   39.50   (m)                       GP(       ) 3 1
 PE1121  NAVD 88 (04/19/96)   65.52   (m)          215.0    (f) LEVELING    3  
 PE1121  NGVD 29 (??/??/92)   65.712  (m)          215.59   (f) ADJ UNCH    1 1
 PE1121
 PE1121.Superseded values are not recommended for survey control.
 PE1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1121.See file dsdata.txt to determine how the superseded data were derived.
 PE1121
 PE1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK2213506689(NAD 83)
 PE1121_MARKER: DB = BENCH MARK DISK
 PE1121_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE1121_SP_SET: BOX CULVERT
 PE1121_STAMPING: F 166 1966
 PE1121_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE1121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE1121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE1121+SATELLITE: SATELLITE OBSERVATIONS - October 07, 1995
 PE1121
 PE1121  HISTORY     - Date     Condition        Report By
 PE1121  HISTORY     - 1966     MONUMENTED       CGS
 PE1121  HISTORY     - 1978     GOOD             DOD
 PE1121  HISTORY     - 1987     GOOD             USPSQD
 PE1121  HISTORY     - 19951007 GOOD             CHANCE
 PE1121
 PE1121                          STATION DESCRIPTION
 PE1121
 PE1121'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE1121'AT WINTHROP.
 PE1121'AT WINTHROP, ABOUT 0.3 MILE NORTH ALONG THE MAINE CENTRAL RAILROAD
 PE1121'FROM THE STATION, ABOUT 0.1 MILE SOUTH OF MILEPOST P 57/V197,
 PE1121'NEAR THE CROSSING OF SUMMER STREET, IN THE TOP NEAR THE SOUTH END
 PE1121'OF THE WEST STONE HEAD WALL FOR A 8-FOOT BOX CULVERT UNDER
 PE1121'THE RAILROAD, 6.0 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK,
 PE1121'30.0 FEET NORTH OF THE CENTER LINE OF SUMMER STREET, 3.0 FEET
 PE1121'NORTH OF THE SOUTH END OF THE HEAD WALL, AND ABOUT 1/2 FOOT BELOW
 PE1121'THE LEVEL OF THE TRACK.
 PE1121
 PE1121                          STATION RECOVERY (1978)
 PE1121
 PE1121'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE1121'RECOVERED IN GOOD CONDITION.
 PE1121
 PE1121                          STATION RECOVERY (1987)
 PE1121
 PE1121'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 PE1121'RECOVERED IN GOOD CONDITION.
 PE1121
 PE1121                          STATION RECOVERY (1995)
 PE1121
 PE1121'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KB)
 PE1121'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0056 ***********************************************************************
 QF0056  DESIGNATION -  F 167
 QF0056  PID         -  QF0056
 QF0056  STATE/COUNTY-  ME/WASHINGTON
 QF0056  USGS QUAD   -  CALAIS (1977)
 QF0056
 QF0056                         *CURRENT SURVEY CONTROL
 QF0056  ___________________________________________________________________
 QF0056* NAD 83(1986)-  45 08 05.     (N)    067 18 29.     (W)     SCALED    
 QF0056* NAVD 88     -        30.884  (meters)     101.33   (feet)  ADJUSTED  
 QF0056  ___________________________________________________________________
 QF0056  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 QF0056  DYNAMIC HT  -          30.884 (meters)     101.33  (feet)  COMP
 QF0056  MODELED GRAV-     980,612.9   (mgal)                       NAVD 88
 QF0056
 QF0056  VERT ORDER  -  FIRST     CLASS I
 QF0056
 QF0056.The horizontal coordinates were scaled from a topographic map and have
 QF0056.an estimated accuracy of +/- 6 seconds.
 QF0056
 QF0056.The orthometric height was determined by differential leveling
 QF0056.and adjusted by the National Geodetic Survey in June 1991..
 QF0056
 QF0056.The geoid height was determined by GEOID03.
 QF0056
 QF0056.The dynamic height is computed by dividing the NAVD 88
 QF0056.geopotential number by the normal gravity value computed on the
 QF0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0056.degrees latitude (g = 980.6199 gals.).
 QF0056
 QF0056.The modeled gravity was interpolated from observed gravity values.
 QF0056
 QF0056;                    North         East    Units  Estimated Accuracy
 QF0056;SPC ME E     -   163,810.      393,750.      MT  (+/- 180 meters Scaled)
 QF0056
 QF0056                          SUPERSEDED SURVEY CONTROL
 QF0056
 QF0056  NGVD 29 (??/??/92)   31.094  (m)          102.01   (f) ADJ UNCH    1 1
 QF0056
 QF0056.Superseded values are not recommended for survey control.
 QF0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0056.See file dsdata.txt to determine how the superseded data were derived.
 QF0056
 QF0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK330993(NAD 83)
 QF0056_MARKER: DB = BENCH MARK DISK
 QF0056_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QF0056_SP_SET: DOOR SILL
 QF0056_STAMPING: F 167 1966
 QF0056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QF0056
 QF0056  HISTORY     - Date     Condition        Report By
 QF0056  HISTORY     - 1966     MONUMENTED       CGS
 QF0056
 QF0056                          STATION DESCRIPTION
 QF0056
 QF0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 QF0056'AT ST CROIX AIRPT.
 QF0056'AT ST. CROIX AIRPORT, 78 FEET NORTHWEST OF THE CENTER LINE OF
 QF0056'U.S. HIGHWAY 1, DIRECTLY NORTHWEST OF AND ACROSS THE HIGHWAY
 QF0056'FROM THE HANGAR, IN THE TOP OF CONCRETE DOORSILL OF AN AIRPORT
 QF0056'GARAGE, 26.0 FEET NORTHEAST OF THE SOUTH CORNER OF THE GARAGE,
 QF0056'AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0318 ***********************************************************************
 PD0318  DESIGNATION -  F 168
 PD0318  PID         -  PD0318
 PD0318  STATE/COUNTY-  ME/WASHINGTON
 PD0318  USGS QUAD   -  COLUMBIA FALLS (1977)
 PD0318
 PD0318                         *CURRENT SURVEY CONTROL
 PD0318  ___________________________________________________________________
 PD0318* NAD 83(1986)-  44 40 11.     (N)    067 38 45.     (W)     SCALED    
 PD0318* NAVD 88     -        39.193  (meters)     128.59   (feet)  ADJUSTED  
 PD0318  ___________________________________________________________________
 PD0318  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 PD0318  DYNAMIC HT  -          39.191 (meters)     128.58  (feet)  COMP
 PD0318  MODELED GRAV-     980,573.8   (mgal)                       NAVD 88
 PD0318
 PD0318  VERT ORDER  -  FIRST     CLASS I
 PD0318
 PD0318.The horizontal coordinates were scaled from a topographic map and have
 PD0318.an estimated accuracy of +/- 6 seconds.
 PD0318
 PD0318.The orthometric height was determined by differential leveling
 PD0318.and adjusted by the National Geodetic Survey in June 1991..
 PD0318
 PD0318.The geoid height was determined by GEOID03.
 PD0318
 PD0318.The dynamic height is computed by dividing the NAVD 88
 PD0318.geopotential number by the normal gravity value computed on the
 PD0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0318.degrees latitude (g = 980.6199 gals.).
 PD0318
 PD0318.The modeled gravity was interpolated from observed gravity values.
 PD0318
 PD0318;                    North         East    Units  Estimated Accuracy
 PD0318;SPC ME E     -   111,800.      367,730.      MT  (+/- 180 meters Scaled)
 PD0318
 PD0318                          SUPERSEDED SURVEY CONTROL
 PD0318
 PD0318  NGVD 29 (??/??/92)   39.403  (m)          129.27   (f) ADJ UNCH    1 1
 PD0318
 PD0318.Superseded values are not recommended for survey control.
 PD0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0318.See file dsdata.txt to determine how the superseded data were derived.
 PD0318
 PD0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK073471(NAD 83)
 PD0318_MARKER: DB = BENCH MARK DISK
 PD0318_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PD0318_SP_SET: 31.5 FEET
 PD0318_STAMPING: F 168 1966
 PD0318_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PD0318
 PD0318  HISTORY     - Date     Condition        Report By
 PD0318  HISTORY     - 1966     MONUMENTED       CGS
 PD0318  HISTORY     - 1978     GOOD             DMA
 PD0318
 PD0318                          STATION DESCRIPTION
 PD0318
 PD0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PD0318'AT JONESBORO STATION.
 PD0318'AT JONESBORO STATION, ALONG THE MAINE CENTRAL RAILROAD, NEAR
 PD0318'THE CROSSING OF A BLACK TOPPED ROAD, ABOUT 0.1 MILE EAST OF
 PD0318'MILEPOST C56/P214, 86 FEET SOUTHEAST OF THE CENTER OF THE
 PD0318'CROSSING, 28 FEET SOUTH OF THE SOUTH RAIL, 28 FEET NORTHEAST OF
 PD0318'THE CENTER LINE OF THE ROAD, 2 FEET EAST OF A POWER POLE, 137.0
 PD0318'FEET SOUTH OF AND ACROSS THE TRACK FROM BENCH MARK N 148 DESCRIBED,
 PD0318'ABOUT LEVEL WITH THE TRACK, AND IS A DISK ON COPPER COATED STEEL
 PD0318'ROD PROJECTING 0.1 FOOT AND PROTECTED BY A 5-INCH IRON PIPE
 PD0318'PROJECTING 0.1 FOOT.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH
 PD0318'OF 31.5 FEET.
 PD0318
 PD0318                          STATION RECOVERY (1978)
 PD0318
 PD0318'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PD0318'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0205 ***********************************************************************
 PE0205  DESIGNATION -  F 169
 PE0205  PID         -  PE0205
 PE0205  STATE/COUNTY-  ME/HANCOCK
 PE0205  USGS QUAD   -  WINTER HARBOR (1985)
 PE0205
 PE0205                         *CURRENT SURVEY CONTROL
 PE0205  ___________________________________________________________________
 PE0205* NAD 83(1986)-  44 29 19.     (N)    068 02 02.     (W)     SCALED    
 PE0205* NAVD 88     -        29.097  (meters)      95.46   (feet)  ADJUSTED  
 PE0205  ___________________________________________________________________
 PE0205  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 PE0205  DYNAMIC HT  -          29.096 (meters)      95.46  (feet)  COMP
 PE0205  MODELED GRAV-     980,579.5   (mgal)                       NAVD 88
 PE0205
 PE0205  VERT ORDER  -  SECOND    CLASS 0
 PE0205
 PE0205.The horizontal coordinates were scaled from a topographic map and have
 PE0205.an estimated accuracy of +/- 6 seconds.
 PE0205
 PE0205.The orthometric height was determined by differential leveling
 PE0205.and adjusted by the National Geodetic Survey in June 1991..
 PE0205
 PE0205.The geoid height was determined by GEOID03.
 PE0205
 PE0205.The dynamic height is computed by dividing the NAVD 88
 PE0205.geopotential number by the normal gravity value computed on the
 PE0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0205.degrees latitude (g = 980.6199 gals.).
 PE0205
 PE0205.The modeled gravity was interpolated from observed gravity values.
 PE0205
 PE0205;                    North         East    Units  Estimated Accuracy
 PE0205;SPC ME E     -    91,430.      337,070.      MT  (+/- 180 meters Scaled)
 PE0205
 PE0205                          SUPERSEDED SURVEY CONTROL
 PE0205
 PE0205  NGVD 29 (??/??/92)   29.296  (m)           96.12   (f) ADJ UNCH    2 0
 PE0205
 PE0205.Superseded values are not recommended for survey control.
 PE0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0205.See file dsdata.txt to determine how the superseded data were derived.
 PE0205
 PE0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK768265(NAD 83)
 PE0205_MARKER: DB = BENCH MARK DISK
 PE0205_SETTING: 66 = SET IN ROCK OUTCROP
 PE0205_SP_SET: BEDROCK
 PE0205_STAMPING: F 169 1966
 PE0205_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0205+STABILITY: POSITION/ELEVATION WELL
 PE0205
 PE0205  HISTORY     - Date     Condition        Report By
 PE0205  HISTORY     - 1966     MONUMENTED       CGS
 PE0205  HISTORY     - 1986     GOOD             USPSQD
 PE0205
 PE0205                          STATION DESCRIPTION
 PE0205
 PE0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE0205'0.8 MI NE FROM GOULDSBORO.
 PE0205'0.15 MILE NORTH ALONG STATE HIGHWAY 186 FROM THE POST OFFICE AT
 PE0205'GOULDSBORO, THENCE 0.65 MILE NORTHEAST ALONG U.S. HIGHWAY 1,
 PE0205'ON PRIVATE PROPERTY AND PERMISSION GRANTED, SET ON THE TOP OF A
 PE0205'LARGE MASS OF BEDROCK WHICH PROJECTS 1 FOOT ABOVE GROUND, 103
 PE0205'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 66 FEET WEST
 PE0205'OF THE SOUTH CORNER OF A HOUSE, ON THE PROPERTY OF MRS LAWRENCE
 PE0205'JOY (IN 1966), AND ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 PE0205'NOTE-- THIS MARK COULD BE USED FOR AN AZIMUTH MARK FOR
 PE0205'TRIANGULATION STATION HOVEY WITH A VERY LITTLE CLEARING.
 PE0205
 PE0205                          STATION RECOVERY (1986)
 PE0205
 PE0205'RECOVERY NOTE BY US POWER SQUADRON 1986 (ELG)
 PE0205'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0173 ***********************************************************************
 OB0173  DESIGNATION -  F 17
 OB0173  PID         -  OB0173
 OB0173  STATE/COUNTY-  ME/SAGADAHOC
 OB0173  USGS QUAD   -  WESTPORT (1970)
 OB0173
 OB0173                         *CURRENT SURVEY CONTROL
 OB0173  ___________________________________________________________________
 OB0173* NAD 83(1986)-  43 58 04.     (N)    069 42 33.     (W)     SCALED    
 OB0173* NAVD 88     -        17.911  (meters)      58.76   (feet)  ADJUSTED  
 OB0173  ___________________________________________________________________
 OB0173  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 OB0173  DYNAMIC HT  -          17.910 (meters)      58.76  (feet)  COMP
 OB0173  MODELED GRAV-     980,522.2   (mgal)                       NAVD 88
 OB0173
 OB0173  VERT ORDER  -  SECOND    CLASS 0
 OB0173
 OB0173.The horizontal coordinates were scaled from a topographic map and have
 OB0173.an estimated accuracy of +/- 6 seconds.
 OB0173
 OB0173.The orthometric height was determined by differential leveling
 OB0173.and adjusted by the National Geodetic Survey in June 1991..
 OB0173
 OB0173.The geoid height was determined by GEOID03.
 OB0173
 OB0173.The dynamic height is computed by dividing the NAVD 88
 OB0173.geopotential number by the normal gravity value computed on the
 OB0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0173.degrees latitude (g = 980.6199 gals.).
 OB0173
 OB0173.The modeled gravity was interpolated from observed gravity values.
 OB0173
 OB0173;                    North         East    Units  Estimated Accuracy
 OB0173;SPC ME W     -   126,140.      936,710.      MT  (+/- 180 meters Scaled)
 OB0173
 OB0173                          SUPERSEDED SURVEY CONTROL
 OB0173
 OB0173  NGVD 29 (??/??/92)   18.122  (m)           59.46   (f) ADJ UNCH    2 0
 OB0173
 OB0173.Superseded values are not recommended for survey control.
 OB0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0173.See file dsdata.txt to determine how the superseded data were derived.
 OB0173
 OB0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ431685(NAD 83)
 OB0173_MARKER: DB = BENCH MARK DISK
 OB0173_SETTING: 66 = SET IN ROCK OUTCROP
 OB0173_SP_SET: OUTCROP
 OB0173_STAMPING: F 17 1933
 OB0173_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0173+STABILITY: POSITION/ELEVATION WELL
 OB0173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OB0173+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2006
 OB0173
 OB0173  HISTORY     - Date     Condition        Report By
 OB0173  HISTORY     - 1933     MONUMENTED       CGS
 OB0173  HISTORY     - 1963     GOOD             NGS
 OB0173  HISTORY     - 20060916 GOOD             USPSQD
 OB0173
 OB0173                          STATION DESCRIPTION
 OB0173
 OB0173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 OB0173'3.7 MI SW FROM WISCASSET.
 OB0173'NEW DESCRIPTION-- ABOUT 3.7 MILES SOUTHWEST ALONG THE MAINE CENTRAL
 OB0173'RAILROAD FROM THE STATION AT WISCASSET, AT THE CROSSING OF STATE
 OB0173'HIGHWAY 144 IN THE VICINITY OF MONTSWEAG, SET ON THE TOP OF A
 OB0173'4-BY-4-FOOT OUTCROP WHICH PROJECTS 1 FOOT ABOVE THE LEVEL OF THE
 OB0173'GROUND, 349 FEET WEST OF THE CENTER LINE OF THE PRESENT STATE HIGHWAY
 OB0173'CENTER LINE, 6.9 FEET NORTH OF THE NORTH RAIL, 63 FEET EAST OF A
 OB0173'SWITCH STAND AT THE EAST END OF MONTSWEAG SIDING, 1 1/2 RAIL WEST OF
 OB0173'THE CENTER OF A 10-FOOT HIGH ROCK CUT AND ABOUT LEVEL WITH THE TOP OF
 OB0173'RAIL.  NOTE-- PRESENT PLAN BY THE STATE HIGHWAY COMMISION CALL FOR A
 OB0173'CHANGE IN THE LOCATION OF STATE HIGHWAY 144.  THE NEW HIGHWAY AS PLAN
 OB0173'WILL BE VERY NEAR THIS MARK.  ABOVE DESCRIPTION WILL BE INADEQUATE AT
 OB0173'A LATER DATE.
 OB0173
 OB0173                          STATION RECOVERY (2006)
 OB0173
 OB0173'RECOVERY NOTE BY US POWER SQUADRON 2006 (AMW)
 OB0173'RT.144 WAS CHANGED, AND THE MARK IS 34 FEET NE FROM ITS CENTER LINE.
 OB0173'THE SWITCH AND SIDING ARE NO LONGER THERE. THE TRACK AND ROADBED HAVE
 OB0173'BEEN RESTORED, AND THE RAIL LINE IS IN USE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0407 ***********************************************************************
 PE0407  DESIGNATION -  F 170
 PE0407  PID         -  PE0407
 PE0407  STATE/COUNTY-  ME/PENOBSCOT
 PE0407  USGS QUAD   -  BREWER LAKE (1982)
 PE0407
 PE0407                         *CURRENT SURVEY CONTROL
 PE0407  ___________________________________________________________________
 PE0407* NAD 83(1986)-  44 44 17.     (N)    068 37 40.     (W)     SCALED    
 PE0407* NAVD 88     -        60.431  (meters)     198.26   (feet)  ADJUSTED  
 PE0407  ___________________________________________________________________
 PE0407  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 PE0407  DYNAMIC HT  -          60.428 (meters)     198.25  (feet)  COMP
 PE0407  MODELED GRAV-     980,564.1   (mgal)                       NAVD 88
 PE0407
 PE0407  VERT ORDER  -  FIRST     CLASS I
 PE0407
 PE0407.The horizontal coordinates were scaled from a topographic map and have
 PE0407.an estimated accuracy of +/- 6 seconds.
 PE0407
 PE0407.The orthometric height was determined by differential leveling
 PE0407.and adjusted by the National Geodetic Survey in June 1991..
 PE0407
 PE0407.The geoid height was determined by GEOID03.
 PE0407
 PE0407.The dynamic height is computed by dividing the NAVD 88
 PE0407.geopotential number by the normal gravity value computed on the
 PE0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0407.degrees latitude (g = 980.6199 gals.).
 PE0407
 PE0407.The modeled gravity was interpolated from observed gravity values.
 PE0407
 PE0407;                    North         East    Units  Estimated Accuracy
 PE0407;SPC ME E     -   119,050.      289,880.      MT  (+/- 180 meters Scaled)
 PE0407
 PE0407                          SUPERSEDED SURVEY CONTROL
 PE0407
 PE0407  NGVD 29 (??/??/92)   60.636  (m)          198.94   (f) ADJ UNCH    1 1
 PE0407
 PE0407.Superseded values are not recommended for survey control.
 PE0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0407.See file dsdata.txt to determine how the superseded data were derived.
 PE0407
 PE0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK294539(NAD 83)
 PE0407_MARKER: DB = BENCH MARK DISK
 PE0407_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PE0407_SP_SET: 15.8 FEET
 PE0407_STAMPING: F 170 1966
 PE0407_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0407
 PE0407  HISTORY     - Date     Condition        Report By
 PE0407  HISTORY     - 1966     MONUMENTED       CGS
 PE0407  HISTORY     - 1978     GOOD             DMA
 PE0407  HISTORY     - 1985     POOR             USPSQD
 PE0407  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 PE0407
 PE0407                          STATION DESCRIPTION
 PE0407
 PE0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE0407'AT EAST HOLDEN.
 PE0407'AT EAST HOLDEN, ALONG THE MAINE CENTRAL RAILROAD, 46 FEET
 PE0407'SOUTHWEST OF THE CENTER OF THE CROSSING OF STATE HIGHWAY 46,
 PE0407'27 FEET SOUTHEAST OF A POWER POLE, 37 1/2 FEET SOUTH OF THE
 PE0407'CENTER LINE OF THE HIGHWAY, 18.6 FEET WEST OF THE WEST RAIL,
 PE0407'1.1 FEET NORTH OF A METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW
 PE0407'THE LEVEL OF THE TRACK, AND IS A DISK ON TOP OF A COPPER
 PE0407'COATED STEEL ROD PROJECTING 0.3 FOOT AND PROTECTED BY A 5-INCH
 PE0407'METAL PIPE PROJECTING 0.5 FOOT.  THE ROD WAS DRIVEN TO A DEPTH OF
 PE0407'15.8 FEET TO REFUSAL.
 PE0407
 PE0407                          STATION RECOVERY (1978)
 PE0407
 PE0407'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PE0407'RECOVERED IN GOOD CONDITION.
 PE0407
 PE0407                          STATION RECOVERY (1985)
 PE0407
 PE0407'RECOVERY NOTE BY US POWER SQUADRON 1985
 PE0407'THIS BENCH MARK HAS BEEN MUTILATED BY THE BREAKING OFF OF THE 5-INCH
 PE0407'METAL PIPE AT GROUND LEVEL AND THE BENDING OF THE BRONZE DISK. THE
 PE0407'DISK REMAINS ON THE END OF THE ROD BADLY EXPOSED ABOVE GROUND LEVEL.
 PE0407'THE WITNESS POST IS GONE.
 PE0407
 PE0407                          STATION RECOVERY (1988)
 PE0407
 PE0407'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE0407'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0725 ***********************************************************************
 PF0725  DESIGNATION -  F 171
 PF0725  PID         -  PF0725
 PF0725  STATE/COUNTY-  ME/ANDROSCOGGIN
 PF0725  USGS QUAD   -  MINOT (1981)
 PF0725
 PF0725                         *CURRENT SURVEY CONTROL
 PF0725  ___________________________________________________________________
 PF0725* NAD 83(1986)-  44 04 42.     (N)    070 18 46.     (W)     SCALED    
 PF0725* NAVD 88     -        84.573  (meters)     277.47   (feet)  ADJUSTED  
 PF0725  ___________________________________________________________________
 PF0725  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 PF0725  DYNAMIC HT  -          84.562 (meters)     277.43  (feet)  COMP
 PF0725  MODELED GRAV-     980,492.0   (mgal)                       NAVD 88
 PF0725
 PF0725  VERT ORDER  -  FIRST     CLASS II
 PF0725
 PF0725.The horizontal coordinates were scaled from a topographic map and have
 PF0725.an estimated accuracy of +/- 6 seconds.
 PF0725
 PF0725.The orthometric height was determined by differential leveling
 PF0725.and adjusted by the National Geodetic Survey in June 1991..
 PF0725
 PF0725.The geoid height was determined by GEOID03.
 PF0725
 PF0725.The dynamic height is computed by dividing the NAVD 88
 PF0725.geopotential number by the normal gravity value computed on the
 PF0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0725.degrees latitude (g = 980.6199 gals.).
 PF0725
 PF0725.The modeled gravity was interpolated from observed gravity values.
 PF0725
 PF0725;                    North         East    Units  Estimated Accuracy
 PF0725;SPC ME W     -   138,330.      888,300.      MT  (+/- 180 meters Scaled)
 PF0725
 PF0725                          SUPERSEDED SURVEY CONTROL
 PF0725
 PF0725.No superseded survey control is available for this station.
 PF0725
 PF0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ948814(NAD 83)
 PF0725_MARKER: DB = BENCH MARK DISK
 PF0725_SETTING: 66 = SET IN ROCK OUTCROP
 PF0725_SP_SET: OUTCROP
 PF0725_STAMPING: F 171 1978
 PF0725_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PF0725+STABILITY: POSITION/ELEVATION WELL
 PF0725
 PF0725  HISTORY     - Date     Condition        Report By
 PF0725  HISTORY     - 1978     MONUMENTED       NGS
 PF0725
 PF0725                          STATION DESCRIPTION
 PF0725
 PF0725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PF0725'1.4 MI SE FROM MINOT.
 PF0725'0.25 MI. EAST ALONG STATE HIGHWAY 121 FROM THE POST OFFICE AT MINOT,
 PF0725'THENCE 0.3 MI. SOUTHEAST ALONG RIVER ROAD, THENCE 0.25 MI. SOUTH ALONG
 PF0725'EMPIRE ROAD, THENCE 0.6 MI. SOUTHEAST ALONG HARDSCRABBLE ROAD, IN THE
 PF0725'TOP OF THE SOUTHWEST END OF A 2 BY 19 BY 25-FT. TRIANGLE SHAPED
 PF0725'OUTCROP, 37.5 FT. NORTHEAST OF THE CENTER LINE OF THE ROAD, 208 FT.
 PF0725'NORTHWEST OF THE WEST CORNER OF A 2-STORY FRAME HOUSE, 21.6 FT.
 PF0725'NORTHEAST OF A BARBED WIRE FENCE, 28 FT. NORTH OF POWER POLE 19.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0758 ***********************************************************************
 PF0758  DESIGNATION -  F 172
 PF0758  PID         -  PF0758
 PF0758  STATE/COUNTY-  ME/OXFORD
 PF0758  USGS QUAD   -  WEST PARIS (1967)
 PF0758
 PF0758                         *CURRENT SURVEY CONTROL
 PF0758  ___________________________________________________________________
 PF0758* NAD 83(1986)-  44 19 22.     (N)    070 32 44.     (W)     SCALED    
 PF0758* NAVD 88     -       146.071  (meters)     479.23   (feet)  ADJUSTED  
 PF0758  ___________________________________________________________________
 PF0758  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 PF0758  DYNAMIC HT  -         146.052 (meters)     479.17  (feet)  COMP
 PF0758  MODELED GRAV-     980,483.2   (mgal)                       NAVD 88
 PF0758
 PF0758  VERT ORDER  -  FIRST     CLASS II
 PF0758
 PF0758.The horizontal coordinates were scaled from a topographic map and have
 PF0758.an estimated accuracy of +/- 6 seconds.
 PF0758
 PF0758.The orthometric height was determined by differential leveling
 PF0758.and adjusted by the National Geodetic Survey in June 1991..
 PF0758
 PF0758.The geoid height was determined by GEOID03.
 PF0758
 PF0758.The dynamic height is computed by dividing the NAVD 88
 PF0758.geopotential number by the normal gravity value computed on the
 PF0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0758.degrees latitude (g = 980.6199 gals.).
 PF0758
 PF0758.The modeled gravity was interpolated from observed gravity values.
 PF0758
 PF0758;                    North         East    Units  Estimated Accuracy
 PF0758;SPC ME W     -   165,550.      869,780.      MT  (+/- 180 meters Scaled)
 PF0758
 PF0758                          SUPERSEDED SURVEY CONTROL
 PF0758
 PF0758.No superseded survey control is available for this station.
 PF0758
 PF0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK767088(NAD 83)
 PF0758_MARKER: DB = BENCH MARK DISK
 PF0758_SETTING: 66 = SET IN ROCK OUTCROP
 PF0758_SP_SET: OUTCROP
 PF0758_STAMPING: F 172 1978
 PF0758_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PF0758+STABILITY: POSITION/ELEVATION WELL
 PF0758
 PF0758  HISTORY     - Date     Condition        Report By
 PF0758  HISTORY     - 1978     MONUMENTED       NGS
 PF0758
 PF0758                          STATION DESCRIPTION
 PF0758
 PF0758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PF0758'1.9 MI EAST FROM WEST PARIS.
 PF0758'1.15 MILES NORTHEAST ALONG STATE HIGHWAY 219 FROM THE POST OFFICE AT
 PF0758'WEST PARIS, THENCE 0.75 MI. SOUTHEAST ALONG STATE HIGHWAY 26 , AT THE
 PF0758'T-JUNCTION OF A GRAVEL DRIVEWAY LEADING NORTHEAST AND UPHILL TO A
 PF0758'LARGE GRAY SHINGLED HOUSE WITH A BUILT-IN TWO CAR GARAGE, 156 FT.
 PF0758'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 113 FT. SOUTHEAST OF THE
 PF0758'CENTER LINE OF THE DRIVEWAY, 160 FT. SOUTH OF THE SOUTH CORNER OF THE
 PF0758'HOUSE, 176 FT. NORTH OF POWER POLE 517, IN THE TOP OF A 4 BY 6 FT.
 PF0758'ROCK OUTCROP PROJECTING 4 FEET ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0785 ***********************************************************************
 PF0785  DESIGNATION -  F 173
 PF0785  PID         -  PF0785
 PF0785  STATE/COUNTY-  ME/OXFORD
 PF0785  USGS QUAD   -  GILEAD (1970)
 PF0785
 PF0785                         *CURRENT SURVEY CONTROL
 PF0785  ___________________________________________________________________
 PF0785* NAD 83(1986)-  44 23 45.     (N)    070 57 49.     (W)     SCALED    
 PF0785* NAVD 88     -       216.111  (meters)     709.02   (feet)  ADJUSTED  
 PF0785  ___________________________________________________________________
 PF0785  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 PF0785  DYNAMIC HT  -         216.079 (meters)     708.92  (feet)  COMP
 PF0785  MODELED GRAV-     980,469.1   (mgal)                       NAVD 88
 PF0785
 PF0785  VERT ORDER  -  FIRST     CLASS II
 PF0785
 PF0785.The horizontal coordinates were scaled from a topographic map and have
 PF0785.an estimated accuracy of +/- 6 seconds.
 PF0785
 PF0785.The orthometric height was determined by differential leveling
 PF0785.and adjusted by the National Geodetic Survey in June 1991..
 PF0785
 PF0785.The geoid height was determined by GEOID03.
 PF0785
 PF0785.The dynamic height is computed by dividing the NAVD 88
 PF0785.geopotential number by the normal gravity value computed on the
 PF0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0785.degrees latitude (g = 980.6199 gals.).
 PF0785
 PF0785.The modeled gravity was interpolated from observed gravity values.
 PF0785
 PF0785;                    North         East    Units  Estimated Accuracy
 PF0785;SPC ME W     -   173,900.      836,510.      MT  (+/- 180 meters Scaled)
 PF0785
 PF0785                          SUPERSEDED SURVEY CONTROL
 PF0785
 PF0785.No superseded survey control is available for this station.
 PF0785
 PF0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK436177(NAD 83)
 PF0785_MARKER: DB = BENCH MARK DISK
 PF0785_SETTING: 66 = SET IN ROCK OUTCROP
 PF0785_SP_SET: OUTCROP
 PF0785_STAMPING: F 173 1978
 PF0785_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PF0785+STABILITY: POSITION/ELEVATION WELL
 PF0785
 PF0785  HISTORY     - Date     Condition        Report By
 PF0785  HISTORY     - 1978     MONUMENTED       NGS
 PF0785
 PF0785                          STATION DESCRIPTION
 PF0785
 PF0785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PF0785'0.8 MI EAST FROM GILEAD.
 PF0785'0.8 MILE EAST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF STATE HIGHWAY
 PF0785'113 AT GILEAD, 0.55 MILE EAST OF THE T-JUNCTION OF THE MAIN ENTRANCE
 PF0785'TO A U.S. FOREST PARK, ON THE INSIDE OF A CURVE, AT THE EAST END OF A
 PF0785'ROCK CUT, 25.6 FT. SOUTH OF THE CENTER LINE OF THE HIGHWAY, 98 FT.
 PF0785'EAST OF THE EAST END OF THE CUT, 61.5 FT. SOUTHWEST OF AND ACROSS THE
 PF0785'HIGHWAY FROM THE EAST ONE OF A ROW OF WOODEN GUARD RAIL POSTS, 21.5
 PF0785'FT. WEST OF A 20-INCH WHITE BIRCH TREE, IN THE TOP OF A 3 BY 2-FT.
 PF0785'ROCK OUTCROP, 2 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1554 ***********************************************************************
 PE1554  DESIGNATION -  F 175
 PE1554  PID         -  PE1554
 PE1554  STATE/COUNTY-  ME/PENOBSCOT
 PE1554  USGS QUAD   -  BANGOR (1991)
 PE1554
 PE1554                         *CURRENT SURVEY CONTROL
 PE1554  ___________________________________________________________________
 PE1554* NAD 83(1986)-  44 50 22.     (N)    068 49 42.     (W)     SCALED    
 PE1554* NAVD 88     -        50.188  (meters)     164.66   (feet)  ADJUSTED  
 PE1554  ___________________________________________________________________
 PE1554  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 PE1554  DYNAMIC HT  -          50.186 (meters)     164.65  (feet)  COMP
 PE1554  MODELED GRAV-     980,581.6   (mgal)                       NAVD 88
 PE1554
 PE1554  VERT ORDER  -  FIRST     CLASS II
 PE1554
 PE1554.The horizontal coordinates were scaled from a topographic map and have
 PE1554.an estimated accuracy of +/- 6 seconds.
 PE1554
 PE1554.The orthometric height was determined by differential leveling
 PE1554.and adjusted by the National Geodetic Survey in June 1991..
 PE1554
 PE1554.The geoid height was determined by GEOID03.
 PE1554
 PE1554.The dynamic height is computed by dividing the NAVD 88
 PE1554.geopotential number by the normal gravity value computed on the
 PE1554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1554.degrees latitude (g = 980.6199 gals.).
 PE1554
 PE1554.The modeled gravity was interpolated from observed gravity values.
 PE1554
 PE1554;                    North         East    Units  Estimated Accuracy
 PE1554;SPC ME E     -   130,360.      274,040.      MT  (+/- 180 meters Scaled)
 PE1554
 PE1554                          SUPERSEDED SURVEY CONTROL
 PE1554
 PE1554.No superseded survey control is available for this station.
 PE1554
 PE1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK135651(NAD 83)
 PE1554_MARKER: DB = BENCH MARK DISK
 PE1554_SETTING: 66 = SET IN ROCK OUTCROP
 PE1554_SP_SET: OUTCROP
 PE1554_STAMPING: F 175 1978
 PE1554_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1554+STABILITY: POSITION/ELEVATION WELL
 PE1554
 PE1554  HISTORY     - Date     Condition        Report By
 PE1554  HISTORY     - 1978     MONUMENTED       NGS
 PE1554  HISTORY     - 1980     GOOD             USGS
 PE1554  HISTORY     - 19910528 GOOD             USPSQD
 PE1554
 PE1554                          STATION DESCRIPTION
 PE1554
 PE1554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PE1554'4.6 MI NW FROM BANGOR.
 PE1554'3.8 MILES NORTHWEST ALONG UNION STREET FROM ITS JUNCTION WITH U.S.
 PE1554'HIGHWAY 2, THENCE 0.8 MILE NORTHEAST ALONG DAVIS ROAD, 262 FT. SOUTH-
 PE1554'EAST OF THE CENTER LINE OF DAVIS ROAD, 31 FT. NORTHEAST OF THE CENTER
 PE1554'LINE OF OHIO STREET, 48.5 FT. WEST OF THE NORTHWEST CORNER OF A WOOD
 PE1554'FRAME HOUSE AT 1613 OHIO STREET, LAND OWNER REQUESTED WITNESS POST NOT
 PE1554'BE SET.
 PE1554
 PE1554                          STATION RECOVERY (1980)
 PE1554
 PE1554'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 PE1554'RECOVERED IN GOOD CONDITION.
 PE1554
 PE1554                          STATION RECOVERY (1991)
 PE1554
 PE1554'RECOVERY NOTE BY US POWER SQUADRON 1991 (ELG)
 PE1554'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1102 ***********************************************************************
 QG1102  DESIGNATION -  F 176
 QG1102  PID         -  QG1102
 QG1102  STATE/COUNTY-  ME/PENOBSCOT
 QG1102  USGS QUAD   -  BRADFORD (1983)
 QG1102
 QG1102                         *CURRENT SURVEY CONTROL
 QG1102  ___________________________________________________________________
 QG1102* NAD 83(1986)-  45 05 40.     (N)    068 57 16.     (W)     SCALED    
 QG1102* NAVD 88     -       115.153  (meters)     377.80   (feet)  ADJUSTED  
 QG1102  ___________________________________________________________________
 QG1102  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 QG1102  DYNAMIC HT  -         115.150 (meters)     377.79  (feet)  COMP
 QG1102  MODELED GRAV-     980,591.3   (mgal)                       NAVD 88
 QG1102
 QG1102  VERT ORDER  -  FIRST     CLASS II
 QG1102
 QG1102.The horizontal coordinates were scaled from a topographic map and have
 QG1102.an estimated accuracy of +/- 6 seconds.
 QG1102
 QG1102.The orthometric height was determined by differential leveling
 QG1102.and adjusted by the National Geodetic Survey in June 1991..
 QG1102
 QG1102.The geoid height was determined by GEOID03.
 QG1102
 QG1102.The dynamic height is computed by dividing the NAVD 88
 QG1102.geopotential number by the normal gravity value computed on the
 QG1102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1102.degrees latitude (g = 980.6199 gals.).
 QG1102
 QG1102.The modeled gravity was interpolated from observed gravity values.
 QG1102
 QG1102;                    North         East    Units  Estimated Accuracy
 QG1102;SPC ME E     -   158,740.      264,230.      MT  (+/- 180 meters Scaled)
 QG1102
 QG1102                          SUPERSEDED SURVEY CONTROL
 QG1102
 QG1102.No superseded survey control is available for this station.
 QG1102
 QG1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK035934(NAD 83)
 QG1102_MARKER: DB = BENCH MARK DISK
 QG1102_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QG1102_SP_SET: STAINLESS STEEL ROD
 QG1102_STAMPING: F 176 1978
 QG1102_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG1102
 QG1102  HISTORY     - Date     Condition        Report By
 QG1102  HISTORY     - 1978     MONUMENTED       NGS
 QG1102
 QG1102                          STATION DESCRIPTION
 QG1102
 QG1102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1102'7.9 MI NORTH FROM HUDSON.
 QG1102'7.9 MILES NORTH ALONG STATE HIGHWAY 221 FRRM ITS JUNCTION WITH STATE
 QG1102'HIGHWAY 43 AT HUDSON, 23 FT. WEST OF THE CENTER LINE OF STATE HIGHWAY
 QG1102'221, 76 FT. SOUTH OF THE CENTER LINE OF A GRAVEL DRIVEWAY LEADING
 QG1102'TO A TWO STORY WOOD FRAME HOUSE OWNED BY BESSY HALL, 3 FT. SOUTH OF
 QG1102'POWER POLE 8 40 1/6, WITH ONE GUY WIRE AND A TRANSFORMER. MAY ALSO BE
 QG1102'REACHED FROM LAGRANGE BY GOING 6.9 MILES SOUTHWEST ALONG STATE
 QG1102'HIGHWAY 155 FROM ITS JUNCTION WITH STATE HIGHWAY 16, THENCE 1.6
 QG1102'MILES SOUTH ALONG STATE HIGHWAY 221. THE DISK IS 5 INCHES BELOW
 QG1102'GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTICE SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0972 ***********************************************************************
 QG0972  DESIGNATION -  F 177
 QG0972  PID         -  QG0972
 QG0972  STATE/COUNTY-  ME/PISCATAQUIS
 QG0972  USGS QUAD   -  SOUTH SEBEC (1983)
 QG0972
 QG0972                         *CURRENT SURVEY CONTROL
 QG0972  ___________________________________________________________________
 QG0972* NAD 83(1986)-  45 13 46.     (N)    069 05 51.     (W)     SCALED    
 QG0972* NAVD 88     -       140.269  (meters)     460.20   (feet)  ADJUSTED  
 QG0972  ___________________________________________________________________
 QG0972  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 QG0972  DYNAMIC HT  -         140.266 (meters)     460.19  (feet)  COMP
 QG0972  MODELED GRAV-     980,593.0   (mgal)                       NAVD 88
 QG0972
 QG0972  VERT ORDER  -  FIRST     CLASS II
 QG0972
 QG0972.The horizontal coordinates were scaled from a topographic map and have
 QG0972.an estimated accuracy of +/- 6 seconds.
 QG0972
 QG0972.The orthometric height was determined by differential leveling
 QG0972.and adjusted by the National Geodetic Survey in June 1991..
 QG0972
 QG0972.The geoid height was determined by GEOID03.
 QG0972
 QG0972.The dynamic height is computed by dividing the NAVD 88
 QG0972.geopotential number by the normal gravity value computed on the
 QG0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0972.degrees latitude (g = 980.6199 gals.).
 QG0972
 QG0972.The modeled gravity was interpolated from observed gravity values.
 QG0972
 QG0972;                    North         East    Units  Estimated Accuracy
 QG0972;SPC ME E     -   173,810.      253,080.      MT  (+/- 180 meters Scaled)
 QG0972
 QG0972                          SUPERSEDED SURVEY CONTROL
 QG0972
 QG0972.No superseded survey control is available for this station.
 QG0972
 QG0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL923084(NAD 83)
 QG0972_MARKER: DB = BENCH MARK DISK
 QG0972_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QG0972_SP_SET: STAINLESS STEEL ROD
 QG0972_STAMPING: F 177
 QG0972_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG0972
 QG0972  HISTORY     - Date     Condition        Report By
 QG0972  HISTORY     - 1978     MONUMENTED       NGS
 QG0972
 QG0972                          STATION DESCRIPTION
 QG0972
 QG0972'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG0972'5.75 MI WEST FROM MILO.
 QG0972'5.75 MILES WEST ALONG STATE HIGHWAY 6 FROM ITS JUNCTION WITH STATE
 QG0972'HIGHWAY 11 AT ELM STREET, 61.0 FT. NORTH OF THE CENTER LINE OF THE
 QG0972'HIGHWAY 27.0 FT. EAST OF THE CENTER LINE OF SEBEC VILLAGE ROAD,
 QG0972'3.2 FT. SOUTH OF POWER POLE WITH ONE GUY WIRE, AT SEBEC CORNERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1003 ***********************************************************************
 QG1003  DESIGNATION -  F 178
 QG1003  PID         -  QG1003
 QG1003  STATE/COUNTY-  ME/PISCATAQUIS
 QG1003  USGS QUAD   -  GUILFORD (1984)
 QG1003
 QG1003                         *CURRENT SURVEY CONTROL
 QG1003  ___________________________________________________________________
 QG1003* NAD 83(1986)-  45 10 00.     (N)    069 24 11.     (W)     SCALED    
 QG1003* NAVD 88     -       121.177  (meters)     397.56   (feet)  ADJUSTED  
 QG1003  ___________________________________________________________________
 QG1003  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 QG1003  DYNAMIC HT  -         121.174 (meters)     397.55  (feet)  COMP
 QG1003  MODELED GRAV-     980,585.6   (mgal)                       NAVD 88
 QG1003
 QG1003  VERT ORDER  -  FIRST     CLASS II
 QG1003
 QG1003.The horizontal coordinates were scaled from a topographic map and have
 QG1003.an estimated accuracy of +/- 6 seconds.
 QG1003
 QG1003.The orthometric height was determined by differential leveling
 QG1003.and adjusted by the National Geodetic Survey in June 1991..
 QG1003
 QG1003.The geoid height was determined by GEOID03.
 QG1003
 QG1003.The dynamic height is computed by dividing the NAVD 88
 QG1003.geopotential number by the normal gravity value computed on the
 QG1003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1003.degrees latitude (g = 980.6199 gals.).
 QG1003
 QG1003.The modeled gravity was interpolated from observed gravity values.
 QG1003
 QG1003;                    North         East    Units  Estimated Accuracy
 QG1003;SPC ME E     -   167,060.      229,010.      MT  (+/- 180 meters Scaled)
 QG1003
 QG1003                          SUPERSEDED SURVEY CONTROL
 QG1003
 QG1003.No superseded survey control is available for this station.
 QG1003
 QG1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL683015(NAD 83)
 QG1003_MARKER: DB = BENCH MARK DISK
 QG1003_SETTING: 66 = SET IN ROCK OUTCROP
 QG1003_SP_SET: ROCK OUTCROP
 QG1003_STAMPING: F 178 1978
 QG1003_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG1003+STABILITY: POSITION/ELEVATION WELL
 QG1003
 QG1003  HISTORY     - Date     Condition        Report By
 QG1003  HISTORY     - 1978     MONUMENTED       NGS
 QG1003
 QG1003                          STATION DESCRIPTION
 QG1003
 QG1003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1003'0.9 MI WEST FROM GUILFORD.
 QG1003'0.9 MILE WEST ALONG STATE HIGHWAY 6 FROM THE GUILFORD MEMORIAL
 QG1003'BRIDGE OVER THE PISCATAQUIS RIVER, 75 FT NORTH OF THE CENTER LINE
 QG1003'OF THE HIGHWAY, 90.5 FT NORTHWEST OF THE INTERSECTION OF THE HIGHWAY
 QG1003'AND A PAVED DRIVE LEADING NORTH TO A HOUSING PROJECT, 245.5 FT
 QG1003'WEST OF THE GUILFORD TOWN LINE, 23 FT EAST OF THE SOUTHEAST CORNER
 QG1003'OF A ONE STORY WOOD FRAME APARTMENT HOUSE, 83.4 FT NORTHEAST OF A
 QG1003'POWER POLE 40-37 WITH ONE TRANSFORMER AND TWO GUY WIRES, 2.6 FT
 QG1003'WEST OF A FLAG POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1031 ***********************************************************************
 QG1031  DESIGNATION -  F 179
 QG1031  PID         -  QG1031
 QG1031  STATE/COUNTY-  ME/PISCATAQUIS
 QG1031  USGS QUAD   -  MONSON WEST (1989)
 QG1031
 QG1031                         *CURRENT SURVEY CONTROL
 QG1031  ___________________________________________________________________
 QG1031* NAD 83(1986)-  45 21 58.     (N)    069 37 05.     (W)     SCALED    
 QG1031* NAVD 88     -       320.792  (meters)    1052.47   (feet)  ADJUSTED  
 QG1031  ___________________________________________________________________
 QG1031  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 QG1031  DYNAMIC HT  -         320.777 (meters)    1052.42  (feet)  COMP
 QG1031  MODELED GRAV-     980,561.0   (mgal)                       NAVD 88
 QG1031
 QG1031  VERT ORDER  -  FIRST     CLASS II
 QG1031
 QG1031.The horizontal coordinates were scaled from a topographic map and have
 QG1031.an estimated accuracy of +/- 6 seconds.
 QG1031
 QG1031.The orthometric height was determined by differential leveling
 QG1031.and adjusted by the National Geodetic Survey in June 1991..
 QG1031
 QG1031.The geoid height was determined by GEOID03.
 QG1031
 QG1031.The dynamic height is computed by dividing the NAVD 88
 QG1031.geopotential number by the normal gravity value computed on the
 QG1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1031.degrees latitude (g = 980.6199 gals.).
 QG1031
 QG1031.The modeled gravity was interpolated from observed gravity values.
 QG1031
 QG1031;                    North         East    Units  Estimated Accuracy
 QG1031;SPC ME E     -   189,440.      212,420.      MT  (+/- 180 meters Scaled)
 QG1031
 QG1031                          SUPERSEDED SURVEY CONTROL
 QG1031
 QG1031.No superseded survey control is available for this station.
 QG1031
 QG1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL515238(NAD 83)
 QG1031_MARKER: DB = BENCH MARK DISK
 QG1031_SETTING: 66 = SET IN ROCK OUTCROP
 QG1031_SP_SET: ROCK OUTCROP
 QG1031_STAMPING: F 179 1978
 QG1031_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG1031+STABILITY: POSITION/ELEVATION WELL
 QG1031
 QG1031  HISTORY     - Date     Condition        Report By
 QG1031  HISTORY     - 1978     MONUMENTED       NGS
 QG1031
 QG1031                          STATION DESCRIPTION
 QG1031
 QG1031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1031'0.1 MI EAST FROM SHIRLEY MILLS.
 QG1031'0.1 MILE EAST ALONG A PAVED ROAD FROM THE SHIRLEY MILLS TOWN HALL,
 QG1031'54 FT NORTH OF THE CENTER LINE OF THE ROAD, 75 FT WEST OF THE
 QG1031'SOUTHWEST CORNER OF A TWO STORY WOOD FRAME HOUSE OWNED BY PHILLIPS,
 QG1031'62 FT NORTHEAST OF THE INTERSECTION OF THE ROAD AND A GRAVEL ROAD,
 QG1031'44 FT EAST OF THE CENTER LINE OF THE GRAVEL ROAD, 24.3 FT NORTHWEST
 QG1031'OF POWER POLE 26 5 26 WITH A TRANSFORMER AND A STREET LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0889 ***********************************************************************
 PE0889  DESIGNATION -  F 18
 PE0889  PID         -  PE0889
 PE0889  STATE/COUNTY-  ME/KNOX
 PE0889  USGS QUAD   -  ROCKLAND (1979)
 PE0889
 PE0889                         *CURRENT SURVEY CONTROL
 PE0889  ___________________________________________________________________
 PE0889* NAD 83(1986)-  44 07 27.     (N)    069 05 55.     (W)     SCALED    
 PE0889* NAVD 88     -        24.571  (meters)      80.61   (feet)  ADJUSTED  
 PE0889  ___________________________________________________________________
 PE0889  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 PE0889  DYNAMIC HT  -          24.569 (meters)      80.61  (feet)  COMP
 PE0889  MODELED GRAV-     980,525.7   (mgal)                       NAVD 88
 PE0889
 PE0889  VERT ORDER  -  SECOND    CLASS 0
 PE0889
 PE0889.The horizontal coordinates were scaled from a topographic map and have
 PE0889.an estimated accuracy of +/- 6 seconds.
 PE0889
 PE0889.The orthometric height was determined by differential leveling
 PE0889.and adjusted by the National Geodetic Survey in June 1991..
 PE0889
 PE0889.The geoid height was determined by GEOID03.
 PE0889
 PE0889.The dynamic height is computed by dividing the NAVD 88
 PE0889.geopotential number by the normal gravity value computed on the
 PE0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0889.degrees latitude (g = 980.6199 gals.).
 PE0889
 PE0889.The modeled gravity was interpolated from observed gravity values.
 PE0889
 PE0889;                    North         East    Units  Estimated Accuracy
 PE0889;SPC ME E     -    51,000.      252,090.      MT  (+/- 180 meters Scaled)
 PE0889
 PE0889                          SUPERSEDED SURVEY CONTROL
 PE0889
 PE0889  NGVD 29 (??/??/92)   24.779  (m)           81.30   (f) ADJ UNCH    2 0
 PE0889
 PE0889.Superseded values are not recommended for survey control.
 PE0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0889.See file dsdata.txt to determine how the superseded data were derived.
 PE0889
 PE0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ921856(NAD 83)
 PE0889_MARKER: DB = BENCH MARK DISK
 PE0889_SETTING: 66 = SET IN ROCK OUTCROP
 PE0889_SP_SET: ROCK OUTCROP
 PE0889_STAMPING: F 18 1933
 PE0889_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0889+STABILITY: POSITION/ELEVATION WELL
 PE0889
 PE0889  HISTORY     - Date     Condition        Report By
 PE0889  HISTORY     - 1933     MONUMENTED       CGS
 PE0889
 PE0889                          STATION DESCRIPTION
 PE0889
 PE0889'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PE0889'1.4 MI NE FROM ROCKLAND.
 PE0889'ON U.S. HIGHWAY NO. 1, DIRECTLY ACROSS HIGHWAY FROM SILSBYS GREEN
 PE0889'HOUSE, DIRECTLY ACROSS HIGHWAY FROM TELEPHONE POLE NO. 560, 24
 PE0889'FEET WEST OF CENTER OF HIGHWAY, 2 FEET ABOVE HIGHWAY, SURFACE,
 PE0889'IN TOP OF GRANITE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0888 ***********************************************************************
 PE0888  DESIGNATION -  F 18 RESET 1952
 PE0888  PID         -  PE0888
 PE0888  STATE/COUNTY-  ME/KNOX
 PE0888  USGS QUAD   -  ROCKLAND (1979)
 PE0888
 PE0888                         *CURRENT SURVEY CONTROL
 PE0888  ___________________________________________________________________
 PE0888* NAD 83(1986)-  44 07 27.     (N)    069 05 55.     (W)     SCALED    
 PE0888* NAVD 88     -        24.92   (meters)      81.8    (feet)  RESET     
 PE0888  ___________________________________________________________________
 PE0888  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 PE0888
 PE0888  VERT ORDER  -  THIRD
 PE0888
 PE0888.The horizontal coordinates were scaled from a topographic map and have
 PE0888.an estimated accuracy of +/- 6 seconds.
 PE0888
 PE0888.The orthometric height was computed from unverified reset data.
 PE0888
 PE0888.The geoid height was determined by GEOID03.
 PE0888
 PE0888;                    North         East    Units  Estimated Accuracy
 PE0888;SPC ME E     -    51,000.      252,090.      MT  (+/- 180 meters Scaled)
 PE0888
 PE0888                          SUPERSEDED SURVEY CONTROL
 PE0888
 PE0888  NGVD 29 (??/??/??)   25.13   (m)           82.4    (f) RESET       3  
 PE0888
 PE0888.Superseded values are not recommended for survey control.
 PE0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0888.See file dsdata.txt to determine how the superseded data were derived.
 PE0888
 PE0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ921856(NAD 83)
 PE0888_MARKER: DB = BENCH MARK DISK
 PE0888_SETTING: 66 = SET IN ROCK OUTCROP
 PE0888_SP_SET: ROCK OUTCROP
 PE0888_STAMPING: F-18 RESET 1952
 PE0888_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0888+STABILITY: POSITION/ELEVATION WELL
 PE0888
 PE0888  HISTORY     - Date     Condition        Report By
 PE0888  HISTORY     - 1952     MONUMENTED       CGS
 PE0888  HISTORY     - 1953     GOOD             NGS
 PE0888
 PE0888                          STATION DESCRIPTION
 PE0888
 PE0888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 PE0888'1.4 MI NE FROM ROCKLAND.
 PE0888'THE MARK IS LOCATED 600 FEET NORTHEAST ALONG HIGHWAY 1 FROM
 PE0888'GLEN STREET IN ROCKLAND, 57.3 FEET WEST OF GUIDE POLE 560, AT
 PE0888'SILBYS GREENHOUSE, 30.9 FEET WEST OF CENTERLINE OF HIGHWAY 1,
 PE0888'8.4 FEET NORTH OF POLE 264-56, IN TOP OF GRANITE OUTCROP, ABOUT
 PE0888'3.5 FEET HIGHER THAN HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1059 ***********************************************************************
 QG1059  DESIGNATION -  F 180
 QG1059  PID         -  QG1059
 QG1059  STATE/COUNTY-  ME/PISCATAQUIS
 QG1059  USGS QUAD   -  MOOSEHEAD (1989)
 QG1059
 QG1059                         *CURRENT SURVEY CONTROL
 QG1059  ___________________________________________________________________
 QG1059* NAD 83(1986)-  45 33 49.     (N)    069 41 58.     (W)     SCALED    
 QG1059* NAVD 88     -       325.149  (meters)    1066.76   (feet)  ADJUSTED  
 QG1059  ___________________________________________________________________
 QG1059  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 QG1059  DYNAMIC HT  -         325.140 (meters)    1066.73  (feet)  COMP
 QG1059  MODELED GRAV-     980,580.8   (mgal)                       NAVD 88
 QG1059
 QG1059  VERT ORDER  -  FIRST     CLASS II
 QG1059
 QG1059.The horizontal coordinates were scaled from a topographic map and have
 QG1059.an estimated accuracy of +/- 6 seconds.
 QG1059
 QG1059.The orthometric height was determined by differential leveling
 QG1059.and adjusted by the National Geodetic Survey in June 1991..
 QG1059
 QG1059.The geoid height was determined by GEOID03.
 QG1059
 QG1059.The dynamic height is computed by dividing the NAVD 88
 QG1059.geopotential number by the normal gravity value computed on the
 QG1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1059.degrees latitude (g = 980.6199 gals.).
 QG1059
 QG1059.The modeled gravity was interpolated from observed gravity values.
 QG1059
 QG1059;                    North         East    Units  Estimated Accuracy
 QG1059;SPC ME E     -   211,480.      206,370.      MT  (+/- 180 meters Scaled)
 QG1059
 QG1059                          SUPERSEDED SURVEY CONTROL
 QG1059
 QG1059.No superseded survey control is available for this station.
 QG1059
 QG1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL454458(NAD 83)
 QG1059_MARKER: DB = BENCH MARK DISK
 QG1059_SETTING: 66 = SET IN ROCK OUTCROP
 QG1059_SP_SET: ROCK OUTCROP
 QG1059_STAMPING: F 180 1978
 QG1059_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG1059+STABILITY: POSITION/ELEVATION WELL
 QG1059
 QG1059  HISTORY     - Date     Condition        Report By
 QG1059  HISTORY     - 1978     MONUMENTED       NGS
 QG1059
 QG1059                          STATION DESCRIPTION
 QG1059
 QG1059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1059'8.65 MI SOUTH FROM ROCKWOOD.
 QG1059'0.25 MILE SOUTHWEST ALONG LAKE STREET FROM THE ROCKWOOD POST OFFICE,
 QG1059'THENCE 8.4 MILES SOUTH ALONG STATE HIGHWAY 6, 23.6 FT EAST OF
 QG1059'THE CENTER LINE OF THE HIGHWAY, 0.05 MILE SOUTH OF A LOGGING ROAD
 QG1059'LEADING WEST, 0.05 MILE NORTH OF A LOGGING ROAD LEADING WEST,
 QG1059'44.5 FT NORTH OF POWER POLE 284, ALSO 10.4 MILES NORTHWEST ALONG
 QG1059'STATE HIGHWAY 6 FROM THE GREENVILLE TOWN HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1089 ***********************************************************************
 QG1089  DESIGNATION -  F 181
 QG1089  PID         -  QG1089
 QG1089  STATE/COUNTY-  ME/SOMERSET
 QG1089  USGS QUAD   -  MISERY KNOB (1988)
 QG1089
 QG1089                         *CURRENT SURVEY CONTROL
 QG1089  ___________________________________________________________________
 QG1089* NAD 83(1986)-  45 36 20.     (N)    069 58 58.     (W)     SCALED    
 QG1089* NAVD 88     -       422.683  (meters)    1386.75   (feet)  ADJUSTED  
 QG1089  ___________________________________________________________________
 QG1089  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 QG1089  DYNAMIC HT  -         422.667 (meters)    1386.70  (feet)  COMP
 QG1089  MODELED GRAV-     980,565.9   (mgal)                       NAVD 88
 QG1089
 QG1089  VERT ORDER  -  FIRST     CLASS II
 QG1089
 QG1089.The horizontal coordinates were scaled from a topographic map and have
 QG1089.an estimated accuracy of +/- 6 seconds.
 QG1089
 QG1089.The orthometric height was determined by differential leveling
 QG1089.and adjusted by the National Geodetic Survey in June 1991..
 QG1089
 QG1089.The geoid height was determined by GEOID03.
 QG1089
 QG1089.The dynamic height is computed by dividing the NAVD 88
 QG1089.geopotential number by the normal gravity value computed on the
 QG1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1089.degrees latitude (g = 980.6199 gals.).
 QG1089
 QG1089.The modeled gravity was interpolated from observed gravity values.
 QG1089
 QG1089;                    North         East    Units  Estimated Accuracy
 QG1089;SPC ME W     -   308,050.      914,350.      MT  (+/- 180 meters Scaled)
 QG1089
 QG1089                          SUPERSEDED SURVEY CONTROL
 QG1089
 QG1089.No superseded survey control is available for this station.
 QG1089
 QG1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL233506(NAD 83)
 QG1089_MARKER: DB = BENCH MARK DISK
 QG1089_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QG1089_SP_SET: STAINLESS STEEL ROD
 QG1089_STAMPING: F 181 1978
 QG1089_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG1089
 QG1089  HISTORY     - Date     Condition        Report By
 QG1089  HISTORY     - 1978     MONUMENTED       NGS
 QG1089
 QG1089                          STATION DESCRIPTION
 QG1089
 QG1089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1089'14.2 MI EAST FROM JACKMAN.
 QG1089'0.5 MILES SOUTH ALONG STATE HIGHWAY 6 FROM ITS JUNCTION WITH THE
 QG1089'CANADIAN PACIFIC RAILROAD THENCE 13.7 MILES EAST ALONG THE HIGHWAY,
 QG1089'40.5 FT. SOUTH OF THE CENTER LINE OF THE HIGHWAY, 185.0 FT. WEST-
 QG1089'SOUTHWEST OF THE JUNCTION OF THE HIGHWAY AND A GRAVEL ROAD OWNED
 QG1089'BY SCOTT PAPER COMPANY, 70.0 FT. NORTHWEST OF THE CENTERLINE OF
 QG1089'THE GRAVEL ROAD, 16.0 FT. NORTH OF A TRIANGULAR BLAZED TREE 0.7 FT.
 QG1089'IN DIAMETER, 15.7 FT. NORTHEAST OF A TRIANGULAR BLAZED TREE 0.7 FT.
 QG1089'IN DIAMETER, ALSO MAY BE REACHED BY GOING 0.45 MILES NORTHWEST
 QG1089'ALONG A PAVED ROAD FROM THE ROCKWOOD POST OFFICE THENCE 15.0 MILES
 QG1089'WEST ALONG STATE HIGHWAY 6, THE DISC IS 2-INCHES BELOW GROUND, ACCESS
 QG1089'TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0058 ***********************************************************************
 QH0058  DESIGNATION -  F 182
 QH0058  PID         -  QH0058
 QH0058  STATE/COUNTY-  ME/SOMERSET
 QH0058  USGS QUAD   -  JACKMAN (1989)
 QH0058
 QH0058                         *CURRENT SURVEY CONTROL
 QH0058  ___________________________________________________________________
 QH0058* NAD 83(1986)-  45 37 37.     (N)    070 15 37.     (W)     SCALED    
 QH0058* NAVD 88     -       365.071  (meters)    1197.74   (feet)  ADJUSTED  
 QH0058  ___________________________________________________________________
 QH0058  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 QH0058  DYNAMIC HT  -         365.053 (meters)    1197.68  (feet)  COMP
 QH0058  MODELED GRAV-     980,556.9   (mgal)                       NAVD 88
 QH0058
 QH0058  VERT ORDER  -  FIRST     CLASS II
 QH0058
 QH0058.The horizontal coordinates were scaled from a topographic map and have
 QH0058.an estimated accuracy of +/- 6 seconds.
 QH0058
 QH0058.The orthometric height was determined by differential leveling
 QH0058.and adjusted by the National Geodetic Survey in June 1991..
 QH0058
 QH0058.The geoid height was determined by GEOID03.
 QH0058
 QH0058.The dynamic height is computed by dividing the NAVD 88
 QH0058.geopotential number by the normal gravity value computed on the
 QH0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QH0058.degrees latitude (g = 980.6199 gals.).
 QH0058
 QH0058.The modeled gravity was interpolated from observed gravity values.
 QH0058
 QH0058;                    North         East    Units  Estimated Accuracy
 QH0058;SPC ME W     -   310,410.      892,700.      MT  (+/- 180 meters Scaled)
 QH0058
 QH0058                          SUPERSEDED SURVEY CONTROL
 QH0058
 QH0058.No superseded survey control is available for this station.
 QH0058
 QH0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL017533(NAD 83)
 QH0058_MARKER: DB = BENCH MARK DISK
 QH0058_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QH0058_SP_SET: STAINLESS STEEL ROD
 QH0058_STAMPING: F 182 1978
 QH0058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QH0058
 QH0058  HISTORY     - Date     Condition        Report By
 QH0058  HISTORY     - 1978     MONUMENTED       NGS
 QH0058  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 QH0058
 QH0058                          STATION DESCRIPTION
 QH0058
 QH0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QH0058'0.45 MI NW FROM JACKMAN.
 QH0058'0.45 MILES NORTHWEST ALONG STATE HIGHWAY 6 FROM ITS JUNCTION WITH THE
 QH0058'CANADIAN PACIFIC RAILROAD AT JACKMAN, 34.8 FT. WEST-SOUTHWEST OF THE
 QH0058'CENTER LINE OF THE HIGHWAY, 29.7 FT. NORTH OF THE NORTH CORNER OF
 QH0058'THE CENTRAL MAINE POWER OFFICE BUILDING, 6.2 FT. WEST-SOUTHWEST OF
 QH0058'POWER POLE 301 11 WITH ONE GUY WIRE, ACCESS TO WHICH IS HAD THROUGH
 QH0058'A 4-INCH PLASTIC SCREW PLUG.
 QH0058
 QH0058                          STATION RECOVERY (1986)
 QH0058
 QH0058'RECOVERY NOTE BY US POWER SQUADRON 1986 (JHS)
 QH0058'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1129 ***********************************************************************
 QG1129  DESIGNATION -  F 183
 QG1129  PID         -  QG1129
 QG1129  STATE/COUNTY-  ME/PISCATAQUIS
 QG1129  USGS QUAD   -  MILO NORTH (1988)
 QG1129
 QG1129                         *CURRENT SURVEY CONTROL
 QG1129  ___________________________________________________________________
 QG1129* NAD 83(1986)-  45 15 32.     (N)    068 53 24.     (W)     SCALED    
 QG1129* NAVD 88     -        98.175  (meters)     322.10   (feet)  ADJUSTED  
 QG1129  ___________________________________________________________________
 QG1129  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 QG1129  DYNAMIC HT  -          98.174 (meters)     322.09  (feet)  COMP
 QG1129  MODELED GRAV-     980,603.3   (mgal)                       NAVD 88
 QG1129
 QG1129  VERT ORDER  -  FIRST     CLASS II
 QG1129
 QG1129.The horizontal coordinates were scaled from a topographic map and have
 QG1129.an estimated accuracy of +/- 6 seconds.
 QG1129
 QG1129.The orthometric height was determined by differential leveling
 QG1129.and adjusted by the National Geodetic Survey in June 1991..
 QG1129
 QG1129.The geoid height was determined by GEOID03.
 QG1129
 QG1129.The dynamic height is computed by dividing the NAVD 88
 QG1129.geopotential number by the normal gravity value computed on the
 QG1129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1129.degrees latitude (g = 980.6199 gals.).
 QG1129
 QG1129.The modeled gravity was interpolated from observed gravity values.
 QG1129
 QG1129;                    North         East    Units  Estimated Accuracy
 QG1129;SPC ME E     -   176,990.      269,390.      MT  (+/- 180 meters Scaled)
 QG1129
 QG1129                          SUPERSEDED SURVEY CONTROL
 QG1129
 QG1129.No superseded survey control is available for this station.
 QG1129
 QG1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL086117(NAD 83)
 QG1129_MARKER: DB = BENCH MARK DISK
 QG1129_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QG1129_SP_SET: STAINLESS STEEL ROD
 QG1129_STAMPING: F 183 1978
 QG1129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG1129
 QG1129  HISTORY     - Date     Condition        Report By
 QG1129  HISTORY     - 1978     MONUMENTED       NGS
 QG1129
 QG1129                          STATION DESCRIPTION
 QG1129
 QG1129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1129'5.5 MI EAST FROM MILO.
 QG1129'5.45 MILES EAST ALONG OLD STATE HIGHWAY 16 FROM THE POST OFFICE AT
 QG1129'MILO, 45.0 FT. SOUTH FROM THE CENTER LINE OF THE HIGHWAY, IN A SMALL
 QG1129'CLEARING, THE DISK IS 6 INCHES BELOW THE GROUND, ACCESS TO WHICH IS
 QG1129'HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1159 ***********************************************************************
 QG1159  DESIGNATION -  F 184
 QG1159  PID         -  QG1159
 QG1159  STATE/COUNTY-  ME/PENOBSCOT
 QG1159  USGS QUAD   -  NINE MEADOW RIDGE (1988)
 QG1159
 QG1159                         *CURRENT SURVEY CONTROL
 QG1159  ___________________________________________________________________
 QG1159* NAD 83(1986)-  45 23 11.     (N)    068 32 19.     (W)     SCALED    
 QG1159* NAVD 88     -        79.870  (meters)     262.04   (feet)  ADJUSTED  
 QG1159  ___________________________________________________________________
 QG1159  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 QG1159  DYNAMIC HT  -          79.870 (meters)     262.04  (feet)  COMP
 QG1159  MODELED GRAV-     980,622.2   (mgal)                       NAVD 88
 QG1159
 QG1159  VERT ORDER  -  FIRST     CLASS II
 QG1159
 QG1159.The horizontal coordinates were scaled from a topographic map and have
 QG1159.an estimated accuracy of +/- 6 seconds.
 QG1159
 QG1159.The orthometric height was determined by differential leveling
 QG1159.and adjusted by the National Geodetic Survey in June 1991..
 QG1159
 QG1159.The geoid height was determined by GEOID03.
 QG1159
 QG1159.The dynamic height is computed by dividing the NAVD 88
 QG1159.geopotential number by the normal gravity value computed on the
 QG1159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1159.degrees latitude (g = 980.6199 gals.).
 QG1159
 QG1159.The modeled gravity was interpolated from observed gravity values.
 QG1159
 QG1159;                    North         East    Units  Estimated Accuracy
 QG1159;SPC ME E     -   191,080.      296,980.      MT  (+/- 180 meters Scaled)
 QG1159
 QG1159                          SUPERSEDED SURVEY CONTROL
 QG1159
 QG1159.No superseded survey control is available for this station.
 QG1159
 QG1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL361259(NAD 83)
 QG1159_MARKER: DB = BENCH MARK DISK
 QG1159_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QG1159_SP_SET: STAINLESS STEEL ROD
 QG1159_STAMPING: F 184 1978
 QG1159_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG1159
 QG1159  HISTORY     - Date     Condition        Report By
 QG1159  HISTORY     - 1978     MONUMENTED       NGS
 QG1159
 QG1159                          STATION DESCRIPTION
 QG1159
 QG1159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1159'10.4 MI SE FROM WINN.
 QG1159'5.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 2 FROM THE POST OFFICE AT
 QG1159'WINN TO A T-JUNCTION OF A PAVED ROAD LEADING NORTHWEST FROM THE
 QG1159'HIGHWAY, THENCE 0.4 MILES NORTHWEST ALONG THE PAVED ROAD ACROSS
 QG1159'THE PENOBSCOT RIVER TO A T-JUNCTION OF A PAVED ROAD LEADING NORTH-
 QG1159'EAST AND SOUTHWEST, THENCE 0.5 MILES SOUTHWEST ALONG THE PAVED
 QG1159'ROAD TO A T-JUNCTION WITH STATE HIGHWAY 116 LEADING NORTHWEST AND
 QG1159'SOUTHWEST, THENCE 4.2 MILES SOUTHWEST ALONG STATE HIGHWAY 116,
 QG1159'34.0 FT. SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 33.3 FT.
 QG1159'NORTHEAST OF A TRIANGULAR BLAZED 5 INCH MAPLE TREE, 11.4 FT. SOUTH-
 QG1159'WEST OF A TRIANGULAR BLAZED 8 INCH PINE TREE, DISK IS 5 INCHES
 QG1159'BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW
 QG1159'PLUG, ALSO 2.2 MILES WEST ALONG STATE HIGHWAY 116 FROM THE NORTH
 QG1159'END OF THE STATE HIGHWAY 116 BRIDGE ACROSS THE PISCATAQUIS RIVER
 QG1159'AT HOWLAND TO A Y-JUNCTION, THENCE 10.9 MILES NORTHEAST ALONG
 QG1159'STATE HIGHWAY 116.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0064 ***********************************************************************
 SF0064  DESIGNATION -  F 185
 SF0064  PID         -  SF0064
 SF0064  STATE/COUNTY-  ME/AROOSTOOK
 SF0064  USGS QUAD   -  EAGLE LAKE (1985)
 SF0064
 SF0064                         *CURRENT SURVEY CONTROL
 SF0064  ___________________________________________________________________
 SF0064* NAD 83(1986)-  47 01 27.     (N)    068 35 43.     (W)     SCALED    
 SF0064* NAVD 88     -       212.715  (meters)     697.88   (feet)  ADJUSTED  
 SF0064  ___________________________________________________________________
 SF0064  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 SF0064  DYNAMIC HT  -         212.743 (meters)     697.97  (feet)  COMP
 SF0064  MODELED GRAV-     980,737.5   (mgal)                       NAVD 88
 SF0064  OBS GRAVITY -     980,729.8   (mgal)                       GRAV_OBS
 SF0064
 SF0064  VERT ORDER  -  FIRST     CLASS II
 SF0064
 SF0064.The horizontal coordinates were scaled from a topographic map and have
 SF0064.an estimated accuracy of +/- 6 seconds.
 SF0064
 SF0064.The orthometric height was determined by differential leveling
 SF0064.and adjusted by the National Geodetic Survey in June 1991..
 SF0064
 SF0064.The geoid height was determined by GEOID03.
 SF0064
 SF0064.The dynamic height is computed by dividing the NAVD 88
 SF0064.geopotential number by the normal gravity value computed on the
 SF0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0064.degrees latitude (g = 980.6199 gals.).
 SF0064
 SF0064.The modeled gravity was interpolated from observed gravity values.
 SF0064.The observed gravity was obtained from relative gravimeter ties
 SF0064.to the IGSN71 gravity network.
 SF0064
 SF0064;                    North         East    Units  Estimated Accuracy
 SF0064;SPC ME E     -   373,120.      292,760.      MT  (+/- 180 meters Scaled)
 SF0064
 SF0064                          SUPERSEDED SURVEY CONTROL
 SF0064
 SF0064.No superseded survey control is available for this station.
 SF0064
 SF0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN307079(NAD 83)
 SF0064_MARKER: DB = BENCH MARK DISK
 SF0064_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SF0064_SP_SET: STAINLESS STEEL ROD
 SF0064_STAMPING: F 185 1978
 SF0064_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SF0064
 SF0064  HISTORY     - Date     Condition        Report By
 SF0064  HISTORY     - 1978     MONUMENTED       NGS
 SF0064  HISTORY     - 1982     GOOD             NGS
 SF0064
 SF0064                          STATION DESCRIPTION
 SF0064
 SF0064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 SF0064'0.55 MI NORTH FROM EAGLE LAKE.
 SF0064'0.55 MILES SOUTH ALONG STATE HIGHWAY 11 FROM ST. MARYS CHURCH AT
 SF0064'EAGLE LAKE, OPPOSITE AND NORTHWEST OF A TWO STORY WOOD HOUSE WITH A
 SF0064'GARAGE, 32.0 FT. WEST OF THE CENTER LINE OF THE HIGHWAY, 172.0 FT.
 SF0064'SOUTHWEST OF A FIRE HYDRANT, 86.0 FT. NORTH OF THE EXTENDED CENTER
 SF0064'LINE OF A DRIVEWAY TO THE HOUSE, 1.5 FT. SOUTH OF A POWER POLE, THE
 SF0064'DISK IS 2 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A
 SF0064'4-INCH PLASTIC SCREW PLUG ONE INCH ABOVE GROUND.
 SF0064
 SF0064                          STATION RECOVERY (1982)
 SF0064
 SF0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SF0064'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0469 ***********************************************************************
 RF0469  CBN         -  This is a Cooperative Base Network Control Station.
 RF0469  DESIGNATION -  F 186
 RF0469  PID         -  RF0469
 RF0469  STATE/COUNTY-  ME/AROOSTOOK
 RF0469  USGS QUAD   -  PORTAGE LAKE EAST (1986)
 RF0469
 RF0469                         *CURRENT SURVEY CONTROL
 RF0469  ___________________________________________________________________
 RF0469* NAD 83(1996)-  46 47 37.88271(N)    068 28 40.49648(W)     ADJUSTED  
 RF0469* NAVD 88     -       255.232  (meters)     837.37   (feet)  ADJUSTED  
 RF0469  ___________________________________________________________________
 RF0469  X           -   1,604,856.977 (meters)                     COMP
 RF0469  Y           -  -4,069,566.108 (meters)                     COMP
 RF0469  Z           -   4,626,274.092 (meters)                     COMP
 RF0469  LAPLACE CORR-           4.71  (seconds)                    DEFLEC99
 RF0469  ELLIP HEIGHT-         231.32  (meters)          (04/26/01) GPS OBS
 RF0469  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 RF0469  DYNAMIC HT  -         255.261 (meters)     837.47  (feet)  COMP
 RF0469  MODELED GRAV-     980,719.4   (mgal)                       NAVD 88
 RF0469
 RF0469  HORZ ORDER  -  A
 RF0469  VERT ORDER  -  FIRST     CLASS II
 RF0469  ELLP ORDER  -  FOURTH    CLASS I
 RF0469
 RF0469.The horizontal coordinates were established by GPS observations
 RF0469.and adjusted by the National Geodetic Survey in April 2001..
 RF0469
 RF0469.The orthometric height was determined by differential leveling
 RF0469.and adjusted by the National Geodetic Survey in June 1991..
 RF0469
 RF0469.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RF0469
 RF0469.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0469
 RF0469.The ellipsoidal height was determined by GPS observations
 RF0469.and is referenced to NAD 83.
 RF0469
 RF0469.The geoid height was determined by GEOID03.
 RF0469
 RF0469.The dynamic height is computed by dividing the NAVD 88
 RF0469.geopotential number by the normal gravity value computed on the
 RF0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0469.degrees latitude (g = 980.6199 gals.).
 RF0469
 RF0469.The modeled gravity was interpolated from observed gravity values.
 RF0469
 RF0469;                    North         East     Units Scale Factor Converg.
 RF0469;SPC ME E     -   347,509.698   301,685.925   MT  0.99990003   +0 00 57.9
 RF0469;UTM  19      - 5,182,388.843   539,844.130   MT  0.99961951   +0 22 50.0
 RF0469
 RF0469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0469!SPC ME E     -   0.99996374  x   0.99990003  =   0.99986377
 RF0469!UTM  19      -   0.99996374  x   0.99961951  =   0.99958326
 RF0469
 RF0469                          SUPERSEDED SURVEY CONTROL
 RF0469
 RF0469  NAVD 88 (04/26/01)  255.23   (m)          837.4    (f) LEVELING    3  
 RF0469
 RF0469.Superseded values are not recommended for survey control.
 RF0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0469.See file dsdata.txt to determine how the superseded data were derived.
 RF0469
 RF0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM3984482389(NAD 83)
 RF0469_MARKER: DV = VERTICAL CONTROL DISK
 RF0469_SETTING: 66 = SET IN ROCK OUTCROP
 RF0469_SP_SET: OUTCROP
 RF0469_STAMPING: F 186 1978
 RF0469_MARK LOGO: NGS   
 RF0469_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RF0469_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0469+STABILITY: POSITION/ELEVATION WELL
 RF0469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RF0469+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2000
 RF0469
 RF0469  HISTORY     - Date     Condition        Report By
 RF0469  HISTORY     - 1978     MONUMENTED       NGS
 RF0469  HISTORY     - 20001005 GOOD             MEDT
 RF0469
 RF0469                          STATION DESCRIPTION
 RF0469
 RF0469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0469'2.8 MI NORTH FROM PORTAGE.
 RF0469'2.8 MILES NORTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT
 RF0469'PORTAGE, 0.5 MILE NORTH OF THE T JUNCTION OF A DIRT ROAD LEADING
 RF0469'WEST TO A TOWN DUMP, AT THE CREST OF A HILL, 54.0 FT. EAST OF THE
 RF0469'CENTER LINE OF THE HIGHWAY, OPPOSITE POWER POLE 286, 14.0 FT. WEST
 RF0469'OF A TRACK ROAD, 80.9 FT. EAST OF THE POLE, IN THE TOP OF A LOW
 RF0469'IRREGULAR 9 BY 7 FT. OUTCROP 5 INCHES ABOVE GROUND.
 RF0469
 RF0469                          STATION RECOVERY (2000)
 RF0469
 RF0469'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 2000 (TL)
 RF0469'THE STATION IS LOCATED ABOUT 2 MI (3.2 KM) NORTH OF PORTAGE.
 RF0469'OWNERSHIP--BUD CLARK.  TO REACH FROM THE POST OFFICE IN PORTAGE, GO
 RF0469'NORTH FOR 2.3 MI (3.7 KM) ON STATE HIGHWAY 11 TO FOX HILL ROAD ON THE
 RF0469'LEFT.  TURN LEFT ON PAVED ROAD AND GO 0.4 MI (0.6 KM) TO THE CREST OF
 RF0469'THE HILL AND THE STATION ON THE RIGHT.  THE STATION IS SET IN A DRILL
 RF0469'HOLE IN ROCK OUTCROP PROJECTING 0.5 FT (15.2 CM) ABOVE GROUND AND
 RF0469'ABOUT 2 FT (0.6 M) HIGHER THAN ROAD.  LOCATED 80.4 FT (24.5 M) EAST OF
 RF0469'UTILITY POLE NUMBER 286, 53.5 FT (16.3 M) WEST-SOUTHWEST OF A CLUMP OF
 RF0469'2-4 INCH WHITE BIRCH TREES, 34.7 FT (10.6 M) SOUTH OF THE SOUTH 1 OF 3
 RF0469'2-INCH PIPE CABLE SUPPORTS, 30.4 FT (9.3 M) EAST OF THE EAST EDGE OF
 RF0469'PAVEMENT AND 14.0 FT (4.3 M) EAST-NORTHEAST OF AN UTILITY POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0551 ***********************************************************************
 RF0551  DESIGNATION -  F 187
 RF0551  PID         -  RF0551
 RF0551  STATE/COUNTY-  ME/AROOSTOOK
 RF0551  USGS QUAD   -  SQUA PAN (1986)
 RF0551
 RF0551                         *CURRENT SURVEY CONTROL
 RF0551  ___________________________________________________________________
 RF0551* NAD 83(1986)-  46 35 26.     (N)    068 23 09.     (W)     SCALED    
 RF0551* NAVD 88     -       208.418  (meters)     683.78   (feet)  ADJUSTED  
 RF0551  ___________________________________________________________________
 RF0551  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 RF0551  DYNAMIC HT  -         208.437 (meters)     683.85  (feet)  COMP
 RF0551  MODELED GRAV-     980,701.3   (mgal)                       NAVD 88
 RF0551
 RF0551  VERT ORDER  -  FIRST     CLASS II
 RF0551
 RF0551.The horizontal coordinates were scaled from a topographic map and have
 RF0551.an estimated accuracy of +/- 6 seconds.
 RF0551
 RF0551.The orthometric height was determined by differential leveling
 RF0551.and adjusted by the National Geodetic Survey in June 1991..
 RF0551
 RF0551.The geoid height was determined by GEOID03.
 RF0551
 RF0551.The dynamic height is computed by dividing the NAVD 88
 RF0551.geopotential number by the normal gravity value computed on the
 RF0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0551.degrees latitude (g = 980.6199 gals.).
 RF0551
 RF0551.The modeled gravity was interpolated from observed gravity values.
 RF0551
 RF0551;                    North         East    Units  Estimated Accuracy
 RF0551;SPC ME E     -   324,920.      308,750.      MT  (+/- 180 meters Scaled)
 RF0551
 RF0551                          SUPERSEDED SURVEY CONTROL
 RF0551
 RF0551.No superseded survey control is available for this station.
 RF0551
 RF0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM470598(NAD 83)
 RF0551_MARKER: DB = BENCH MARK DISK
 RF0551_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RF0551_SP_SET: STAINLESS STEEL ROD
 RF0551_STAMPING: F 187 1978
 RF0551_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0551
 RF0551  HISTORY     - Date     Condition        Report By
 RF0551  HISTORY     - 1978     MONUMENTED       NGS
 RF0551
 RF0551                          STATION DESCRIPTION
 RF0551
 RF0551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0551'2.7 MI SOUTH FROM ASHLAND.
 RF0551'2.7 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT
 RF0551'ASHLAND, 1.05 MILES SOUTH OF A PAVED CROSS ROAD, ON THE OUTSIDE
 RF0551'AND AT THE SOUTHEAST END OF A CURVE, AT THE T-JUNCTION OF A DIM
 RF0551'FIELD ROAD LEADING SOUTHWEST, 26.0 FEET SOUTHWEST OF THE CENTER
 RF0551'LINE OF THE HIGHWAY, 20.7 FEET NORTHWEST OF THE CENTER LINE OF
 RF0551'THE DIM ROAD, 12.7 FEET WEST OF THE NORTHWEST END OF A 16-INCH
 RF0551'METAL PIPE CULVERT UNDER THE DIM ROAD, 2.8 FEET SOUTHWEST OF POWER
 RF0551'POLE NUMBER 570 S. THE DISK IS 2 INCHES BELOW GROUND, ACCESS TO
 RF0551'WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1184 ***********************************************************************
 QG1184  DESIGNATION -  F 187 X
 QG1184  PID         -  QG1184
 QG1184  STATE/COUNTY-  ME/AROOSTOOK
 QG1184  USGS QUAD   -  REED POND (1988)
 QG1184
 QG1184                         *CURRENT SURVEY CONTROL
 QG1184  ___________________________________________________________________
 QG1184* NAD 83(1986)-  45 40 58.     (N)    068 11 14.     (W)     SCALED    
 QG1184* NAVD 88     -       156.396  (meters)     513.11   (feet)  ADJUSTED  
 QG1184  ___________________________________________________________________
 QG1184  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 QG1184  DYNAMIC HT  -         156.398 (meters)     513.12  (feet)  COMP
 QG1184  MODELED GRAV-     980,626.4   (mgal)                       NAVD 88
 QG1184
 QG1184  VERT ORDER  -  FIRST     CLASS II
 QG1184
 QG1184.The horizontal coordinates were scaled from a topographic map and have
 QG1184.an estimated accuracy of +/- 6 seconds.
 QG1184
 QG1184.The orthometric height was determined by differential leveling
 QG1184.and adjusted by the National Geodetic Survey in June 1991..
 QG1184
 QG1184.The geoid height was determined by GEOID03.
 QG1184
 QG1184.The dynamic height is computed by dividing the NAVD 88
 QG1184.geopotential number by the normal gravity value computed on the
 QG1184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1184.degrees latitude (g = 980.6199 gals.).
 QG1184
 QG1184.The modeled gravity was interpolated from observed gravity values.
 QG1184
 QG1184;                    North         East    Units  Estimated Accuracy
 QG1184;SPC ME E     -   224,070.      324,360.      MT  (+/- 180 meters Scaled)
 QG1184
 QG1184                          SUPERSEDED SURVEY CONTROL
 QG1184
 QG1184.No superseded survey control is available for this station.
 QG1184
 QG1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL632591(NAD 83)
 QG1184_MARKER: DB = BENCH MARK DISK
 QG1184_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QG1184_SP_SET: STAINLESS STEEL ROD
 QG1184_STAMPING: F 187 X 1978
 QG1184_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG1184
 QG1184  HISTORY     - Date     Condition        Report By
 QG1184  HISTORY     - 1978     MONUMENTED       NGS
 QG1184
 QG1184                          STATION DESCRIPTION
 QG1184
 QG1184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1184'3.4 MI SW FROM REED.
 QG1184'3.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 2A FROM ITS JUNCTION WITH
 QG1184'STATE HIGHWAY 171 AT REED, 37.8 FT. NORTH NORTHWEST OF CENTER LINE OF
 QG1184'HIGHWAY, 5.3 FT. NORTH OF TELEPHONE POLE 226. DISK IS 5 INCHES BELOW
 QG1184'GROUND, ACCESS TO WHICH IS HAD THROUGH A 4 INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0392 ***********************************************************************
 RF0392  DESIGNATION -  F 188
 RF0392  PID         -  RF0392
 RF0392  STATE/COUNTY-  ME/AROOSTOOK
 RF0392  USGS QUAD   -  FIFTH MUSQUACOOK LAKE (1986)
 RF0392
 RF0392                         *CURRENT SURVEY CONTROL
 RF0392  ___________________________________________________________________
 RF0392* NAD 83(1986)-  46 37 28.     (N)    069 00 20.     (W)     SCALED    
 RF0392* NAVD 88     -       347.582  (meters)    1140.36   (feet)  ADJUSTED  
 RF0392  ___________________________________________________________________
 RF0392  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 RF0392  DYNAMIC HT  -         347.604 (meters)    1140.43  (feet)  COMP
 RF0392  MODELED GRAV-     980,665.7   (mgal)                       NAVD 88
 RF0392
 RF0392  VERT ORDER  -  FIRST     CLASS II
 RF0392
 RF0392.The horizontal coordinates were scaled from a topographic map and have
 RF0392.an estimated accuracy of +/- 6 seconds.
 RF0392
 RF0392.The orthometric height was determined by differential leveling
 RF0392.and adjusted by the National Geodetic Survey in June 1991..
 RF0392
 RF0392.The geoid height was determined by GEOID03.
 RF0392
 RF0392.The dynamic height is computed by dividing the NAVD 88
 RF0392.geopotential number by the normal gravity value computed on the
 RF0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0392.degrees latitude (g = 980.6199 gals.).
 RF0392
 RF0392.The modeled gravity was interpolated from observed gravity values.
 RF0392
 RF0392;                    North         East    Units  Estimated Accuracy
 RF0392;SPC ME E     -   328,800.      261,290.      MT  (+/- 180 meters Scaled)
 RF0392
 RF0392                          SUPERSEDED SURVEY CONTROL
 RF0392
 RF0392.No superseded survey control is available for this station.
 RF0392
 RF0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM995634(NAD 83)
 RF0392_MARKER: DB = BENCH MARK DISK
 RF0392_SETTING: 66 = SET IN ROCK OUTCROP
 RF0392_SP_SET: OUTCROP
 RF0392_STAMPING: F 188 1978
 RF0392_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0392+STABILITY: POSITION/ELEVATION WELL
 RF0392
 RF0392  HISTORY     - Date     Condition        Report By
 RF0392  HISTORY     - 1978     MONUMENTED       NGS
 RF0392
 RF0392                          STATION DESCRIPTION
 RF0392
 RF0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0392'8.55 MI EAST FROM MUSQUACOOK CHECK POINT.
 RF0392'8.55 MILES EAST ALONG THE MAIN TRAVELED GRAVEL ROAD FROM MUSQUACOOK
 RF0392'CHECK POINT, 0.1 MILES SOUTHEAST OF MC NALLY POND CAMP SITES 512,513
 RF0392'AND 514, 17.5 MILES NORTHWEST OF A SMALL WOODEN BRIDGE OVER LITTLE
 RF0392'ROCKY BROOK, 19.7 MILES WEST OF SIX MILE CHECK POINT, SET VERTICALLY
 RF0392'IN THE NORTHEAST FACE OF A 6-FOOT OUTCROP WITH A 15-INCH FIR TREE
 RF0392'GROWING ON IT, 72.0 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 56
 RF0392'FEET SOUTHWEST OF THE SOUTHWEST END OF AN 18-INCH METAL PIPE CULVERT,
 RF0392'7-FT. WEST OF A LARGE DOUBLE TRUNK CEDAR TREE, ABOUT 3.5 FEET
 RF0392'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0445 ***********************************************************************
 RF0445  DESIGNATION -  F 189
 RF0445  PID         -  RF0445
 RF0445  STATE/COUNTY-  ME/AROOSTOOK
 RF0445  USGS QUAD   -  EASTMAN BROOK (1986)
 RF0445
 RF0445                         *CURRENT SURVEY CONTROL
 RF0445  ___________________________________________________________________
 RF0445* NAD 83(1986)-  46 35 01.     (N)    069 53 58.     (W)     SCALED    
 RF0445* NAVD 88     -       334.817  (meters)    1098.48   (feet)  ADJUSTED  
 RF0445  ___________________________________________________________________
 RF0445  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 RF0445  DYNAMIC HT  -         334.826 (meters)    1098.51  (feet)  COMP
 RF0445  MODELED GRAV-     980,632.2   (mgal)                       NAVD 88
 RF0445
 RF0445  VERT ORDER  -  FIRST     CLASS II
 RF0445
 RF0445.The horizontal coordinates were scaled from a topographic map and have
 RF0445.an estimated accuracy of +/- 6 seconds.
 RF0445
 RF0445.The orthometric height was determined by differential leveling
 RF0445.and adjusted by the National Geodetic Survey in June 1991..
 RF0445
 RF0445.The geoid height was determined by GEOID03.
 RF0445
 RF0445.The dynamic height is computed by dividing the NAVD 88
 RF0445.geopotential number by the normal gravity value computed on the
 RF0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0445.degrees latitude (g = 980.6199 gals.).
 RF0445
 RF0445.The modeled gravity was interpolated from observed gravity values.
 RF0445
 RF0445;                    North         East    Units  Estimated Accuracy
 RF0445;SPC ME E     -   325,090.      192,750.      MT  (+/- 180 meters Scaled)
 RF0445
 RF0445                          SUPERSEDED SURVEY CONTROL
 RF0445
 RF0445.No superseded survey control is available for this station.
 RF0445
 RF0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM310592(NAD 83)
 RF0445_MARKER: DB = BENCH MARK DISK
 RF0445_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RF0445_SP_SET: STAINLESS STEEL ROD
 RF0445_STAMPING: F 189 1978
 RF0445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0445
 RF0445  HISTORY     - Date     Condition        Report By
 RF0445  HISTORY     - 1978     MONUMENTED       NGS
 RF0445
 RF0445                          STATION DESCRIPTION
 RF0445
 RF0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0445'6.05 MI EAST FROM DAAQUAM.
 RF0445'6.05 MILES EAST ALONG THE MAIN TRAVELED GRAVEL ROAD FROM THE U.S.
 RF0445'CUSTOMS OFFICE AT DAAQUAM, 0.25 MILE WEST OF A SMALL WOODEN BRIDGE
 RF0445'OVER OAK BROOK, 40.0 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 RF0445'13.2 FEET NORTHEAST OF A 10-INCH TRIANGLE BLAZED BIRCH TREE. THE
 RF0445'DISK IS 1-INCH BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A
 RF0445'4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0587 ***********************************************************************
 PE0587  DESIGNATION -  F 19
 PE0587  PID         -  PE0587
 PE0587  STATE/COUNTY-  ME/WALDO
 PE0587  USGS QUAD   -  SNOW MOUNTAIN (1988)
 PE0587
 PE0587                         *CURRENT SURVEY CONTROL
 PE0587  ___________________________________________________________________
 PE0587* NAD 83(1986)-  44 38 19.     (N)    068 53 04.     (W)     SCALED    
 PE0587* NAVD 88     -        33.420  (meters)     109.65   (feet)  ADJUSTED  
 PE0587  ___________________________________________________________________
 PE0587  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 PE0587  DYNAMIC HT  -          33.418 (meters)     109.64  (feet)  COMP
 PE0587  MODELED GRAV-     980,556.1   (mgal)                       NAVD 88
 PE0587
 PE0587  VERT ORDER  -  SECOND    CLASS 0
 PE0587
 PE0587.The horizontal coordinates were scaled from a topographic map and have
 PE0587.an estimated accuracy of +/- 6 seconds.
 PE0587
 PE0587.The orthometric height was determined by differential leveling
 PE0587.and adjusted by the National Geodetic Survey in June 1991..
 PE0587
 PE0587.The geoid height was determined by GEOID03.
 PE0587
 PE0587.The dynamic height is computed by dividing the NAVD 88
 PE0587.geopotential number by the normal gravity value computed on the
 PE0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0587.degrees latitude (g = 980.6199 gals.).
 PE0587
 PE0587.The modeled gravity was interpolated from observed gravity values.
 PE0587
 PE0587;                    North         East    Units  Estimated Accuracy
 PE0587;SPC ME E     -   108,060.      269,500.      MT  (+/- 180 meters Scaled)
 PE0587
 PE0587                          SUPERSEDED SURVEY CONTROL
 PE0587
 PE0587  NGVD 29 (??/??/92)   33.637  (m)          110.36   (f) ADJ UNCH    2 0
 PE0587
 PE0587.Superseded values are not recommended for survey control.
 PE0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0587.See file dsdata.txt to determine how the superseded data were derived.
 PE0587
 PE0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK091428(NAD 83)
 PE0587_MARKER: DB = BENCH MARK DISK
 PE0587_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE0587_SP_SET: BRIDGE
 PE0587_STAMPING: 110.357 F 19 1933
 PE0587_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0587
 PE0587  HISTORY     - Date     Condition        Report By
 PE0587  HISTORY     - 1933     MONUMENTED       CGS
 PE0587  HISTORY     - 1934     GOOD             NGS
 PE0587  HISTORY     - 1972     GOOD             MEHD
 PE0587
 PE0587                          STATION DESCRIPTION
 PE0587
 PE0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PE0587'2.3 MI N FROM FRANKPORT.
 PE0587'2.3 MILES NORTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM THE
 PE0587'STATION AT FRANKPORT, WALDO COUNTY, AT RAILROAD BRIDGE S 1838,
 PE0587'IN THE TOP OF THE EAST END OF THE SOUTH BRIDGE SEAT, 15 FEET
 PE0587'EAST OF THE CENTERLINE OF THE TRACK, AND 4 FEET BELOW THE BASE
 PE0587'OF THE RAIL.  A STANDARD DISK, STAMPED 110.357 F 19 1933.
 PE0587
 PE0587                          STATION RECOVERY (1972)
 PE0587
 PE0587'RECOVERY NOTE BY MAINE HIGHWAY DEPARTMENT (NOW MEDT) 1972
 PE0587'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0522 ***********************************************************************
 RF0522  DESIGNATION -  F 190
 RF0522  PID         -  RF0522
 RF0522  STATE/COUNTY-  ME/AROOSTOOK
 RF0522  USGS QUAD   -  MC NALLY RIDGE (1986)
 RF0522
 RF0522                         *CURRENT SURVEY CONTROL
 RF0522  ___________________________________________________________________
 RF0522* NAD 83(1986)-  46 16 36.     (N)    068 21 07.     (W)     SCALED    
 RF0522* NAVD 88     -       301.213  (meters)     988.23   (feet)  ADJUSTED  
 RF0522  ___________________________________________________________________
 RF0522  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 RF0522  DYNAMIC HT  -         301.227 (meters)     988.28  (feet)  COMP
 RF0522  MODELED GRAV-     980,653.8   (mgal)                       NAVD 88
 RF0522
 RF0522  VERT ORDER  -  FIRST     CLASS II
 RF0522
 RF0522.The horizontal coordinates were scaled from a topographic map and have
 RF0522.an estimated accuracy of +/- 6 seconds.
 RF0522
 RF0522.The orthometric height was determined by differential leveling
 RF0522.and adjusted by the National Geodetic Survey in June 1991..
 RF0522
 RF0522.The geoid height was determined by GEOID03.
 RF0522
 RF0522.The dynamic height is computed by dividing the NAVD 88
 RF0522.geopotential number by the normal gravity value computed on the
 RF0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0522.degrees latitude (g = 980.6199 gals.).
 RF0522
 RF0522.The modeled gravity was interpolated from observed gravity values.
 RF0522
 RF0522;                    North         East    Units  Estimated Accuracy
 RF0522;SPC ME E     -   290,030.      311,410.      MT  (+/- 180 meters Scaled)
 RF0522
 RF0522                          SUPERSEDED SURVEY CONTROL
 RF0522
 RF0522.No superseded survey control is available for this station.
 RF0522
 RF0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM499249(NAD 83)
 RF0522_MARKER: DB = BENCH MARK DISK
 RF0522_SETTING: 66 = SET IN ROCK OUTCROP
 RF0522_SP_SET: ROCK OUTCROP
 RF0522_STAMPING: F 190 1978
 RF0522_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0522+STABILITY: POSITION/ELEVATION WELL
 RF0522
 RF0522  HISTORY     - Date     Condition        Report By
 RF0522  HISTORY     - 1978     MONUMENTED       NGS
 RF0522
 RF0522                          STATION DESCRIPTION
 RF0522
 RF0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0522'15.6 MI NW FROM SMYRNA MILLS.
 RF0522'10.45 MILES NORTHWEST ALONG STATE HIGHWAY 212 FROM THE JUNCTION OF
 RF0522'U.S. HIGHWAY 2 AT SMYRNA MILLS, THENCE 5.2 MILES NORTH ALONG STATE
 RF0522'HIGHWAY 11, 0.85 MILE NORTHWEST OF A 10-FT. METAL PIPE CULVERT TO
 RF0522'TRACY BROOK, 0.1 MILE NORTH OF THE Y-JUNCTION OF AN OLD PAVED
 RF0522'HIGHWAY LEADING NORTHEAST, AT THE APPROXIMATE MID-POINT OF A LONG
 RF0522'GRADUAL S-CURVE, 27.0 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 RF0522'179.0 FEET NORTH OF THE CENTER LINE OF A DIRT ROAD LEADING WEST,
 RF0522'61.0 FEET SOUTH OF POWER POLE NUMBER 61, IN THE TOP OF A 10 BY 2-FT.
 RF0522'OUTCROP TO A LARGE MOSS AND DIRT COVERED SHALE LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0288 ***********************************************************************
 QF0288  DESIGNATION -  F 191
 QF0288  PID         -  QF0288
 QF0288  STATE/COUNTY-  ME/WASHINGTON
 QF0288  USGS QUAD   -  DANFORTH (1988)
 QF0288
 QF0288                         *CURRENT SURVEY CONTROL
 QF0288  ___________________________________________________________________
 QF0288* NAD 83(1986)-  45 39 00.     (N)    067 48 50.     (W)     SCALED    
 QF0288* NAVD 88     -       181.993  (meters)     597.09   (feet)  ADJUSTED  
 QF0288  ___________________________________________________________________
 QF0288  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 QF0288  DYNAMIC HT  -         181.995 (meters)     597.10  (feet)  COMP
 QF0288  MODELED GRAV-     980,623.2   (mgal)                       NAVD 88
 QF0288
 QF0288  VERT ORDER  -  FIRST     CLASS II
 QF0288
 QF0288.The horizontal coordinates were scaled from a topographic map and have
 QF0288.an estimated accuracy of +/- 6 seconds.
 QF0288
 QF0288.The orthometric height was determined by differential leveling
 QF0288.and adjusted by the National Geodetic Survey in June 1991..
 QF0288
 QF0288.The geoid height was determined by GEOID03.
 QF0288
 QF0288.The dynamic height is computed by dividing the NAVD 88
 QF0288.geopotential number by the normal gravity value computed on the
 QF0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0288.degrees latitude (g = 980.6199 gals.).
 QF0288
 QF0288.The modeled gravity was interpolated from observed gravity values.
 QF0288
 QF0288;                    North         East    Units  Estimated Accuracy
 QF0288;SPC ME E     -   220,610.      353,480.      MT  (+/- 180 meters Scaled)
 QF0288
 QF0288                          SUPERSEDED SURVEY CONTROL
 QF0288
 QF0288.No superseded survey control is available for this station.
 QF0288
 QF0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL924558(NAD 83)
 QF0288_MARKER: DB = BENCH MARK DISK
 QF0288_SETTING: 66 = SET IN ROCK OUTCROP
 QF0288_SP_SET: OUTCROP
 QF0288_STAMPING: F 191 1978
 QF0288_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0288+STABILITY: POSITION/ELEVATION WELL
 QF0288
 QF0288  HISTORY     - Date     Condition        Report By
 QF0288  HISTORY     - 1978     MONUMENTED       NGS
 QF0288
 QF0288                          STATION DESCRIPTION
 QF0288
 QF0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0288'2.8 MI SE FROM DANFORTH.
 QF0288'0.1 MILE NORTHEAST ALONG DEPOT STREET FROM THE TOWN HALL AT
 QF0288'DANFORTH TO THE JUNCTION OF U.S. HIGHWAY 1, THENCE 2.7 MILES
 QF0288'SOUTHEAST ALONG U.S. HIGHWAY 1, 114.6 FEET SOUTHEAST OF AND ACROSS
 QF0288'THE HIGHWAY FROM POWER POLE NUMBER 54, 33.4 FEET SOUTHWEST OF A
 QF0288'TRIANGULAR BLAZED 8-INCH BIRCH TREE, 28.1 FEET NORTHEAST OF THE
 QF0288'CENTER LINE OF HIGHWAY, 22.6 FEET WEST OF A TRIANGULAR BLAZED
 QF0288'15-INCH POPLAR TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0219 ***********************************************************************
 QF0219  DESIGNATION -  F 192
 QF0219  PID         -  QF0219
 QF0219  STATE/COUNTY-  ME/AROOSTOOK
 QF0219  USGS QUAD   -  JIMMEY MOUNTAIN (1988)
 QF0219
 QF0219                         *CURRENT SURVEY CONTROL
 QF0219  ___________________________________________________________________
 QF0219* NAD 83(1986)-  45 43 58.     (N)    067 52 32.     (W)     SCALED    
 QF0219* NAVD 88     -       225.336  (meters)     739.29   (feet)  ADJUSTED  
 QF0219  ___________________________________________________________________
 QF0219  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 QF0219  DYNAMIC HT  -         225.338 (meters)     739.30  (feet)  COMP
 QF0219  MODELED GRAV-     980,618.7   (mgal)                       NAVD 88
 QF0219
 QF0219  VERT ORDER  -  FIRST     CLASS II
 QF0219
 QF0219.The horizontal coordinates were scaled from a topographic map and have
 QF0219.an estimated accuracy of +/- 6 seconds.
 QF0219
 QF0219.The orthometric height was determined by differential leveling
 QF0219.and adjusted by the National Geodetic Survey in June 1991..
 QF0219
 QF0219.The geoid height was determined by GEOID03.
 QF0219
 QF0219.The dynamic height is computed by dividing the NAVD 88
 QF0219.geopotential number by the normal gravity value computed on the
 QF0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0219.degrees latitude (g = 980.6199 gals.).
 QF0219
 QF0219.The modeled gravity was interpolated from observed gravity values.
 QF0219
 QF0219;                    North         East    Units  Estimated Accuracy
 QF0219;SPC ME E     -   229,770.      348,600.      MT  (+/- 180 meters Scaled)
 QF0219
 QF0219                          SUPERSEDED SURVEY CONTROL
 QF0219
 QF0219.No superseded survey control is available for this station.
 QF0219
 QF0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL874649(NAD 83)
 QF0219_MARKER: DB = BENCH MARK DISK
 QF0219_SETTING: 66 = SET IN ROCK OUTCROP
 QF0219_SP_SET: ROCK OUTCROP
 QF0219_STAMPING: F 192 1978
 QF0219_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0219+STABILITY: POSITION/ELEVATION WELL
 QF0219
 QF0219  HISTORY     - Date     Condition        Report By
 QF0219  HISTORY     - 1978     MONUMENTED       NGS
 QF0219
 QF0219                          STATION DESCRIPTION
 QF0219
 QF0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0219'5.3 MI NORTH FROM DANFORTH.
 QF0219'0.1 MILE NORTHEAST ALONG DEPOT STREET FROM THE TOWN HALL AT DANFORTH,
 QF0219'THENCE 5.2 MILES NORTH ALONG U.S. HIGHWAY 1, AT THE WESTON METHODIST
 QF0219'CHURCH IN THE VILLAGE OF WESTON, 43.0 FT. WEST OF THE CENTER LINE OF
 QF0219'THE HIGHWAY, 186.6 FT. SOUTH OF POWER POLE WITH ONE TRANSFORMER, 134.3
 QF0219'FT. NORTH OF POWER POLE 539, 132.7 FT. EAST-SOUTHEAST OF THE SOUTHEAST
 QF0219'CORNER OF THE CHURCH, 19.1 FT. EAST OF A 6-INCH SQUARE CONCRETE
 QF0219'HIGHWAY MARKER, 16.8 FT. SOUTHWEST OF A 30-INCH CORRAGATED PIPE
 QF0219'CULVERT, IN THE TOP AND 1.4 FT. WEST OF THE EAST EDGE OF THE ROCK
 QF0219'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0197 ***********************************************************************
 QF0197  DESIGNATION -  F 193
 QF0197  PID         -  QF0197
 QF0197  STATE/COUNTY-  ME/WASHINGTON
 QF0197  USGS QUAD   -  SIMSQUISH LAKE (1988)
 QF0197
 QF0197                         *CURRENT SURVEY CONTROL
 QF0197  ___________________________________________________________________
 QF0197* NAD 83(1986)-  45 28 20.     (N)    067 36 52.     (W)     SCALED    
 QF0197* NAVD 88     -        82.864  (meters)     271.86   (feet)  ADJUSTED  
 QF0197  ___________________________________________________________________
 QF0197  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 QF0197  DYNAMIC HT  -          82.864 (meters)     271.86  (feet)  COMP
 QF0197  MODELED GRAV-     980,617.6   (mgal)                       NAVD 88
 QF0197
 QF0197  VERT ORDER  -  FIRST     CLASS II
 QF0197
 QF0197.The horizontal coordinates were scaled from a topographic map and have
 QF0197.an estimated accuracy of +/- 6 seconds.
 QF0197
 QF0197.The orthometric height was determined by differential leveling
 QF0197.and adjusted by the National Geodetic Survey in June 1991..
 QF0197
 QF0197.The geoid height was determined by GEOID03.
 QF0197
 QF0197.The dynamic height is computed by dividing the NAVD 88
 QF0197.geopotential number by the normal gravity value computed on the
 QF0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0197.degrees latitude (g = 980.6199 gals.).
 QF0197
 QF0197.The modeled gravity was interpolated from observed gravity values.
 QF0197
 QF0197;                    North         East    Units  Estimated Accuracy
 QF0197;SPC ME E     -   201,000.      369,240.      MT  (+/- 180 meters Scaled)
 QF0197
 QF0197                          SUPERSEDED SURVEY CONTROL
 QF0197
 QF0197.No superseded survey control is available for this station.
 QF0197
 QF0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL083363(NAD 83)
 QF0197_MARKER: DB = BENCH MARK DISK
 QF0197_SETTING: 66 = SET IN ROCK OUTCROP
 QF0197_SP_SET: OUTCROP
 QF0197_STAMPING: F 193 1978
 QF0197_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0197+STABILITY: POSITION/ELEVATION WELL
 QF0197
 QF0197  HISTORY     - Date     Condition        Report By
 QF0197  HISTORY     - 1978     MONUMENTED       NGS
 QF0197
 QF0197                          STATION DESCRIPTION
 QF0197
 QF0197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0197'6.4 MI SW FROM LAMBERT LAKE.
 QF0197'6.4 MILES SOUTHWEST ALONG STATE HIGHWAY 6 FROM THE CANADIAN PACIFIC
 QF0197'RAILROAD CROSSING AT LAMBERT LAKE, AT A ROCK CUT ON THE NORTH SIDE
 QF0197'OF HIGHWAY, 169.8 FEET WEST OF A POWER POLE, 133.2 FEET EAST-
 QF0197'NORTHEAST OF A POWER POLE, 46.7 FEET NORTH OF THE CENTER LINE OF
 QF0197'HIGHWAY, 20.6 FEET NORTH OF THE SOUTH EDGE OF ROCK CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0262 ***********************************************************************
 QF0262  DESIGNATION -  F 194
 QF0262  PID         -  QF0262
 QF0262  STATE/COUNTY-  ME/WASHINGTON
 QF0262  USGS QUAD   -  WAITE (1988)
 QF0262
 QF0262                         *CURRENT SURVEY CONTROL
 QF0262  ___________________________________________________________________
 QF0262* NAD 83(1986)-  45 19 46.     (N)    067 41 28.     (W)     SCALED    
 QF0262* NAVD 88     -       124.452  (meters)     408.31   (feet)  ADJUSTED  
 QF0262  ___________________________________________________________________
 QF0262  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 QF0262  DYNAMIC HT  -         124.450 (meters)     408.30  (feet)  COMP
 QF0262  MODELED GRAV-     980,598.8   (mgal)                       NAVD 88
 QF0262
 QF0262  VERT ORDER  -  FIRST     CLASS II
 QF0262
 QF0262.The horizontal coordinates were scaled from a topographic map and have
 QF0262.an estimated accuracy of +/- 6 seconds.
 QF0262
 QF0262.The orthometric height was determined by differential leveling
 QF0262.and adjusted by the National Geodetic Survey in June 1991..
 QF0262
 QF0262.The geoid height was determined by GEOID03.
 QF0262
 QF0262.The dynamic height is computed by dividing the NAVD 88
 QF0262.geopotential number by the normal gravity value computed on the
 QF0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0262.degrees latitude (g = 980.6199 gals.).
 QF0262
 QF0262.The modeled gravity was interpolated from observed gravity values.
 QF0262
 QF0262;                    North         East    Units  Estimated Accuracy
 QF0262;SPC ME E     -   185,070.      363,410.      MT  (+/- 180 meters Scaled)
 QF0262
 QF0262                          SUPERSEDED SURVEY CONTROL
 QF0262
 QF0262.No superseded survey control is available for this station.
 QF0262
 QF0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL025203(NAD 83)
 QF0262_MARKER: DB = BENCH MARK DISK
 QF0262_SETTING: 66 = SET IN ROCK OUTCROP
 QF0262_SP_SET: OUTCROP
 QF0262_STAMPING: F 194 1978
 QF0262_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0262+STABILITY: POSITION/ELEVATION WELL
 QF0262
 QF0262  HISTORY     - Date     Condition        Report By
 QF0262  HISTORY     - 1978     MONUMENTED       NGS
 QF0262
 QF0262                          STATION DESCRIPTION
 QF0262
 QF0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0262'0.3 MI SOUTH FROM WAITE.
 QF0262'0.3 MILE SOUTH ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT WAITE,
 QF0262'69 YARDS WEST OF THE CENTER LINE OF HIGHWAY, 49.8 FEET SOUTHWEST
 QF0262'OF THE NORTH CORNER OF A ONE STORY WOOD FRAME WORK SHOP ATTACHED
 QF0262'TO THE WEST SIDE OF A TWO STORY WOOD FRAME HOUSE BELONGING TO
 QF0262'J. WILLIAMS, 43.4 FEET WEST OF THE WEST CORNER OF THE SHOP, 35.0
 QF0262'FEET SOUTHEAST OF A THREE TRUNKED APPLE TREE, 21.9 FEET NORTHWEST
 QF0262'OF A SIX TRUNKED 3-INCH TREE, IN THE NORTH END OF A 9 BY 27-FT.
 QF0262'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0515 ***********************************************************************
 RF0515  DESIGNATION -  F 195
 RF0515  PID         -  RF0515
 RF0515  STATE/COUNTY-  ME/AROOSTOOK
 RF0515  USGS QUAD   -  KNOWLES CORNER (1986)
 RF0515
 RF0515                         *CURRENT SURVEY CONTROL
 RF0515  ___________________________________________________________________
 RF0515* NAD 83(1986)-  46 12 20.     (N)    068 19 56.     (W)     SCALED    
 RF0515* NAVD 88     -       325.144  (meters)    1066.74   (feet)  ADJUSTED  
 RF0515  ___________________________________________________________________
 RF0515  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 RF0515  DYNAMIC HT  -         325.154 (meters)    1066.78  (feet)  COMP
 RF0515  MODELED GRAV-     980,636.5   (mgal)                       NAVD 88
 RF0515
 RF0515  VERT ORDER  -  FIRST     CLASS II
 RF0515
 RF0515.The horizontal coordinates were scaled from a topographic map and have
 RF0515.an estimated accuracy of +/- 6 seconds.
 RF0515
 RF0515.The orthometric height was determined by differential leveling
 RF0515.and adjusted by the National Geodetic Survey in June 1991..
 RF0515
 RF0515.The geoid height was determined by GEOID03.
 RF0515
 RF0515.The dynamic height is computed by dividing the NAVD 88
 RF0515.geopotential number by the normal gravity value computed on the
 RF0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0515.degrees latitude (g = 980.6199 gals.).
 RF0515
 RF0515.The modeled gravity was interpolated from observed gravity values.
 RF0515
 RF0515;                    North         East    Units  Estimated Accuracy
 RF0515;SPC ME E     -   282,130.      312,950.      MT  (+/- 180 meters Scaled)
 RF0515
 RF0515                          SUPERSEDED SURVEY CONTROL
 RF0515
 RF0515.No superseded survey control is available for this station.
 RF0515
 RF0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM515171(NAD 83)
 RF0515_MARKER: DB = BENCH MARK DISK
 RF0515_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 RF0515_SP_SET: GALVANIZED STEEL ROD
 RF0515_STAMPING: F 195 1978
 RF0515_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0515
 RF0515  HISTORY     - Date     Condition        Report By
 RF0515  HISTORY     - 1978     MONUMENTED       NGS
 RF0515
 RF0515                          STATION DESCRIPTION
 RF0515
 RF0515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0515'10.4 MI NW FROM SMYRNA MILLS.
 RF0515'10.45 MILES NORTHWEST ALONG STATE HIGHWAY 212 FROM THE JUNCTION OF
 RF0515'U.S. HIGHWAY 2 AT SMYRNA MILLS, AT THE SOUTHWEST CORNER OF THE
 RF0515'JUNCTION OF STATE HIGHWAY 11, 22.0 FEET WEST OF THE CENTER LINE
 RF0515'OF HIGHWAY 11, 30.2 FEET NORTH OF THE CENTER LINE OF A DRIVEWAY
 RF0515'LEADING WEST TO A BARN, 34.3 FEET SOUTH OF A 14-INCH FIR TREE, 3.9
 RF0515'FEET SOUTH OF A POWER POLE, 8.5 FEET EAST OF THE NORTHEAST CORNER
 RF0515'OF A WOODEN SHILGLED SHED. THE DISK IS 2 INCHES BELOW GROUND,
 RF0515'ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1123 ***********************************************************************
 QG1123  DESIGNATION -  F 196
 QG1123  PID         -  QG1123
 QG1123  STATE/COUNTY-  ME/PISCATAQUIS
 QG1123  USGS QUAD   -  MILO NORTH (1988)
 QG1123
 QG1123                         *CURRENT SURVEY CONTROL
 QG1123  ___________________________________________________________________
 QG1123* NAD 83(1986)-  45 15 16.     (N)    068 59 05.     (W)     SCALED    
 QG1123* NAVD 88     -       103.903  (meters)     340.89   (feet)  ADJUSTED  
 QG1123  ___________________________________________________________________
 QG1123  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 QG1123  DYNAMIC HT  -         103.901 (meters)     340.88  (feet)  COMP
 QG1123  MODELED GRAV-     980,599.6   (mgal)                       NAVD 88
 QG1123  OBS GRAVITY -     980,600.0   (mgal)                       GRAV_OBS
 QG1123
 QG1123  VERT ORDER  -  FIRST     CLASS II
 QG1123
 QG1123.The horizontal coordinates were scaled from a topographic map and have
 QG1123.an estimated accuracy of +/- 6 seconds.
 QG1123
 QG1123.The orthometric height was determined by differential leveling
 QG1123.and adjusted by the National Geodetic Survey in June 1991..
 QG1123
 QG1123.The geoid height was determined by GEOID03.
 QG1123
 QG1123.The dynamic height is computed by dividing the NAVD 88
 QG1123.geopotential number by the normal gravity value computed on the
 QG1123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1123.degrees latitude (g = 980.6199 gals.).
 QG1123
 QG1123.The modeled gravity was interpolated from observed gravity values.
 QG1123.The observed gravity was obtained from relative gravimeter ties
 QG1123.to the IGSN71 gravity network.
 QG1123
 QG1123;                    North         East    Units  Estimated Accuracy
 QG1123;SPC ME E     -   176,530.      261,960.      MT  (+/- 180 meters Scaled)
 QG1123
 QG1123                          SUPERSEDED SURVEY CONTROL
 QG1123
 QG1123.No superseded survey control is available for this station.
 QG1123
 QG1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL011112(NAD 83)
 QG1123_MARKER: I = METAL ROD
 QG1123_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QG1123_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 QG1123_STAMPING: F 196 1978
 QG1123_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG1123+STABILITY: POSITION/ELEVATION WELL
 QG1123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QG1123+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2004
 QG1123
 QG1123  HISTORY     - Date     Condition        Report By
 QG1123  HISTORY     - 1978     MONUMENTED       NGS
 QG1123  HISTORY     - 1978     GOOD             NGS
 QG1123  HISTORY     - 1978     GOOD             NGS
 QG1123  HISTORY     - 1978     GOOD             NGS
 QG1123  HISTORY     - 1982     GOOD             NGS
 QG1123  HISTORY     - 20041207 GOOD             USPSQD
 QG1123
 QG1123                          STATION DESCRIPTION
 QG1123
 QG1123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1123'MILO.
 QG1123'ONE BLOCK NORTHEAST ALONG STATE HIGHWAY 11, MAIN STREET, FROM ITS
 QG1123'JUNCTION WITH STATE HIGHWAYS 6 AND 16 TO THE Y-JUNCTION OF PARK AND
 QG1123'PLEASANT STREETS, THENCE ABOUT 400 FT. NORTHEAST ALONG PLEASANT
 QG1123'STREET, AT THE MILO POST OFFICE, 38.0 FT. NORTHWEST OF THE CENTERLINE
 QG1123'OF PLEASANT STREET, 14 FT. SOUTHEAST OF THE SOUTH CORNER OF THE
 QG1123'POST OFFICE, 4.0 FT. NORTHEAST OF THE NORTHEAST EDGE OF THE POST
 QG1123'OFFICE DRIVEWAY, 3.5 FT. SOUTHEAST OF A FLAGPOLE, THIS BENCH MARK
 QG1123'HAS BEEN DESIGNATED AS A BASIC NET A LEVEL LINE JUNCTION MARK.
 QG1123
 QG1123                          STATION RECOVERY (1978)
 QG1123
 QG1123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG1123'RECOVERED IN GOOD CONDITION.
 QG1123
 QG1123                          STATION RECOVERY (1978)
 QG1123
 QG1123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG1123'RECOVERED IN GOOD CONDITION.
 QG1123
 QG1123                          STATION RECOVERY (1978)
 QG1123
 QG1123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG1123'RECOVERED IN GOOD CONDITION.
 QG1123
 QG1123                          STATION RECOVERY (1982)
 QG1123
 QG1123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QG1123'RECOVERED IN GOOD CONDITION.
 QG1123
 QG1123                          STATION RECOVERY (2004)
 QG1123
 QG1123'RECOVERY NOTE BY US POWER SQUADRON 2004 (GF)
 QG1123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0538 ***********************************************************************
 RF0538  DESIGNATION -  F 197
 RF0538  PID         -  RF0538
 RF0538  STATE/COUNTY-  ME/AROOSTOOK
 RF0538  USGS QUAD   -  OXBOW EAST (1986)
 RF0538
 RF0538                         *CURRENT SURVEY CONTROL
 RF0538  ___________________________________________________________________
 RF0538* NAD 83(1986)-  46 25 36.     (N)    068 22 40.     (W)     SCALED    
 RF0538* NAVD 88     -       222.274  (meters)     729.24   (feet)  ADJUSTED  
 RF0538  ___________________________________________________________________
 RF0538  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 RF0538  DYNAMIC HT  -         222.288 (meters)     729.29  (feet)  COMP
 RF0538  MODELED GRAV-     980,674.3   (mgal)                       NAVD 88
 RF0538
 RF0538  VERT ORDER  -  FIRST     CLASS II
 RF0538
 RF0538.The horizontal coordinates were scaled from a topographic map and have
 RF0538.an estimated accuracy of +/- 6 seconds.
 RF0538
 RF0538.The orthometric height was determined by differential leveling
 RF0538.and adjusted by the National Geodetic Survey in June 1991..
 RF0538
 RF0538.The geoid height was determined by GEOID03.
 RF0538
 RF0538.The dynamic height is computed by dividing the NAVD 88
 RF0538.geopotential number by the normal gravity value computed on the
 RF0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0538.degrees latitude (g = 980.6199 gals.).
 RF0538
 RF0538.The modeled gravity was interpolated from observed gravity values.
 RF0538
 RF0538;                    North         East    Units  Estimated Accuracy
 RF0538;SPC ME E     -   306,700.      309,390.      MT  (+/- 180 meters Scaled)
 RF0538
 RF0538                          SUPERSEDED SURVEY CONTROL
 RF0538
 RF0538.No superseded survey control is available for this station.
 RF0538
 RF0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM478416(NAD 83)
 RF0538_MARKER: DB = BENCH MARK DISK
 RF0538_SETTING: 66 = SET IN ROCK OUTCROP
 RF0538_SP_SET: LEDGE
 RF0538_STAMPING: F 197 1978
 RF0538_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0538+STABILITY: POSITION/ELEVATION WELL
 RF0538
 RF0538  HISTORY     - Date     Condition        Report By
 RF0538  HISTORY     - 1978     MONUMENTED       NGS
 RF0538
 RF0538                          STATION DESCRIPTION
 RF0538
 RF0538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0538'5.55 MI SOUTH FROM MASARDIS.
 RF0538'5.55 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE CONCRETE BRIDGE
 RF0538'OVER THE ST. CROIX STREAM AT MASARDIS, 0.95 MILE SOUTHEAST OF THE
 RF0538'Y-JUNCTION OF A WOODS ROAD LEADING EASTERLY, AT THE CREST OF A GRADE,
 RF0538'26.9 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 11.3 FEET
 RF0538'SOUTHEAST OF POWER POLE NUMBER 291 795, IN THE TOP OF THE SOUTH
 RF0538'END OF A PROMINENT ROCK LEDGE 3 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0502 ***********************************************************************
 PD0502  DESIGNATION -  F 198
 PD0502  PID         -  PD0502
 PD0502  STATE/COUNTY-  ME/WASHINGTON
 PD0502  USGS QUAD   -  WEST LUBEC (1975)
 PD0502
 PD0502                         *CURRENT SURVEY CONTROL
 PD0502  ___________________________________________________________________
 PD0502* NAD 83(1986)-  44 45 04.     (N)    067 06 09.     (W)     SCALED    
 PD0502* NAVD 88     -        37.079  (meters)     121.65   (feet)  ADJUSTED  
 PD0502  ___________________________________________________________________
 PD0502  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 PD0502  DYNAMIC HT  -          37.079 (meters)     121.65  (feet)  COMP
 PD0502  MODELED GRAV-     980,625.2   (mgal)                       NAVD 88
 PD0502  OBS GRAVITY -     980,623.3   (mgal)                       GRAV_OBS
 PD0502
 PD0502  VERT ORDER  -  FIRST     CLASS II
 PD0502
 PD0502.The horizontal coordinates were scaled from a topographic map and have
 PD0502.an estimated accuracy of +/- 6 seconds.
 PD0502
 PD0502.The orthometric height was determined by differential leveling
 PD0502.and adjusted by the National Geodetic Survey in June 1991..
 PD0502
 PD0502.The geoid height was determined by GEOID03.
 PD0502
 PD0502.The dynamic height is computed by dividing the NAVD 88
 PD0502.geopotential number by the normal gravity value computed on the
 PD0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0502.degrees latitude (g = 980.6199 gals.).
 PD0502
 PD0502.The modeled gravity was interpolated from observed gravity values.
 PD0502.The observed gravity was obtained from relative gravimeter ties
 PD0502.to the IGSN71 gravity network.
 PD0502
 PD0502;                    North         East    Units  Estimated Accuracy
 PD0502;SPC ME E     -   121,440.      410,650.      MT  (+/- 180 meters Scaled)
 PD0502
 PD0502                          SUPERSEDED SURVEY CONTROL
 PD0502
 PD0502.No superseded survey control is available for this station.
 PD0502
 PD0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK501570(NAD 83)
 PD0502_MARKER: DB = BENCH MARK DISK
 PD0502_SETTING: 66 = SET IN ROCK OUTCROP
 PD0502_SP_SET: LEDGE
 PD0502_STAMPING: F 198 1978
 PD0502_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0502+STABILITY: POSITION/ELEVATION WELL
 PD0502
 PD0502  HISTORY     - Date     Condition        Report By
 PD0502  HISTORY     - 1978     MONUMENTED       NGS
 PD0502  HISTORY     - 1982     GOOD             NGS
 PD0502
 PD0502                          STATION DESCRIPTION
 PD0502
 PD0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PD0502'2.45 MI SW FROM SOUTH TRESCOTT.
 PD0502'2.45 MILES SOUTHWEST ALONG STATE HIGHWAY 191 FROM THE Y-JUNCTION
 PD0502'OF SOUTH LUBEC ROAD AT SOUTH TRESCOTT, INSIDE AND AT THE SOUTHWEST
 PD0502'END OF A CURVE, AT THE SOUTHWEST END OF A 5-FT. ROCK CUT, 25.0
 PD0502'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 22.0 FEET EAST
 PD0502'OF THE SOUTHEAST END OF A 16-INCH METAL PIPE CULVERT, 8.4 FEET
 PD0502'NORTHWEST OF A 7-INCH TRIANGULAR BLAZED CEDAR TREE, IN THE TOP OF
 PD0502'A ROUNDED SLOPING LEDGE, 3 FEET ABOVE GROUND.
 PD0502
 PD0502                          STATION RECOVERY (1982)
 PD0502
 PD0502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 PD0502'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1755 ***********************************************************************
 OC1755  DESIGNATION -  F 2 OVER 1 1941
 OC1755  PID         -  OC1755
 OC1755  STATE/COUNTY-  ME/CUMBERLAND
 OC1755  USGS QUAD   -  PORTLAND EAST (1975)
 OC1755
 OC1755                         *CURRENT SURVEY CONTROL
 OC1755  ___________________________________________________________________
 OC1755* NAD 83(1996)-  43 38 44.25444(N)    070 11 32.01809(W)     ADJUSTED  
 OC1755* NAVD 88     -        34.     (meters)     112.     (feet)  SCALED    
 OC1755  ___________________________________________________________________
 OC1755  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 OC1755  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 OC1755
 OC1755  HORZ ORDER  -  THIRD
 OC1755
 OC1755.The horizontal coordinates were established by classical geodetic methods
 OC1755.and adjusted by the National Geodetic Survey in March 1998..
 OC1755
 OC1755.The orthometric height was scaled from a topographic map.
 OC1755
 OC1755.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1755
 OC1755.The geoid height was determined by GEOID03.
 OC1755
 OC1755;                    North         East     Units Scale Factor Converg.
 OC1755;SPC ME W     -    90,240.942   897,937.789   MT  0.99996672   -0 01 03.5
 OC1755;UTM  19      - 4,833,205.070   403,846.816   MT  0.99971372   -0 49 22.6
 OC1755
 OC1755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1755!SPC ME W     -   0.99999879  x   0.99996672  =   0.99996551
 OC1755!UTM  19      -   0.99999879  x   0.99971372  =   0.99971251
 OC1755
 OC1755                          SUPERSEDED SURVEY CONTROL
 OC1755
 OC1755  NAD 83(1992)-  43 38 44.25263(N)    070 11 32.01893(W) AD(       ) 4
 OC1755  NAD 83(1986)-  43 38 44.25867(N)    070 11 32.02443(W) AD(       ) 4
 OC1755  NAD 27      -  43 38 43.95700(N)    070 11 33.86300(W) AD(       ) 3
 OC1755
 OC1755.Superseded values are not recommended for survey control.
 OC1755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1755.See file dsdata.txt to determine how the superseded data were derived.
 OC1755
 OC1755_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0384733205(NAD 83)
 OC1755
 OC1755  HISTORY     - Date     Condition        Report By
 OC1755  HISTORY     - 1941     MONUMENTED       CGS
 OC1755
 OC1755                          STATION DESCRIPTION
 OC1755
 OC1755'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1755'STATION IS LOCATED AT FORT LEVETT, ON THE MOST NE PART OF CUSHING
 OC1755'ISLAND, AT WHITEHEAD POINT.  IT IS THE CENTER OF THE FOURTH
 OC1755'INSTRUMENT RIGHT (SW) LOOKING TO SEAWARD OF FOUR INSTRUMENTS
 OC1755'LOCATED IN THE COMBINE STATION.  THE COMBINE STATION IS THE
 OC1755'SEVENTH BUILDING SW OF WHITEHEAD POINT.  INSTRUMENT CENTER WAS
 OC1755'PROJECTED ON THE ROOF, THEREFORE, NO PERMANENT MARK WAS
 OC1755'ESTABLISHED.
 OC1755'
 OC1755'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0183 ***********************************************************************
 QF0183  DESIGNATION -  F 20
 QF0183  PID         -  QF0183
 QF0183  STATE/COUNTY-  ME/WASHINGTON
 QF0183  USGS QUAD   -  BROOKTON (1988)
 QF0183
 QF0183                         *CURRENT SURVEY CONTROL
 QF0183  ___________________________________________________________________
 QF0183* NAD 83(1986)-  45 30 59.     (N)    067 45 20.     (W)     SCALED    
 QF0183* NAVD 88     -       140.369  (meters)     460.53   (feet)  ADJUSTED  
 QF0183  ___________________________________________________________________
 QF0183  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 QF0183  DYNAMIC HT  -         140.369 (meters)     460.53  (feet)  COMP
 QF0183  MODELED GRAV-     980,614.1   (mgal)                       NAVD 88
 QF0183
 QF0183  VERT ORDER  -  SECOND    CLASS 0
 QF0183
 QF0183.The horizontal coordinates were scaled from a topographic map and have
 QF0183.an estimated accuracy of +/- 6 seconds.
 QF0183
 QF0183.The orthometric height was determined by differential leveling
 QF0183.and adjusted by the National Geodetic Survey in June 1991..
 QF0183
 QF0183.The geoid height was determined by GEOID03.
 QF0183
 QF0183.The dynamic height is computed by dividing the NAVD 88
 QF0183.geopotential number by the normal gravity value computed on the
 QF0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0183.degrees latitude (g = 980.6199 gals.).
 QF0183
 QF0183.The modeled gravity was interpolated from observed gravity values.
 QF0183
 QF0183;                    North         East    Units  Estimated Accuracy
 QF0183;SPC ME E     -   205,800.      358,160.      MT  (+/- 180 meters Scaled)
 QF0183
 QF0183                          SUPERSEDED SURVEY CONTROL
 QF0183
 QF0183  NGVD 29 (??/??/92)  140.539  (m)          461.08   (f) ADJ UNCH    2 0
 QF0183
 QF0183.Superseded values are not recommended for survey control.
 QF0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0183.See file dsdata.txt to determine how the superseded data were derived.
 QF0183
 QF0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL971410(NAD 83)
 QF0183_MARKER: DB = BENCH MARK DISK
 QF0183_SETTING: 66 = SET IN ROCK OUTCROP
 QF0183_SP_SET: ROCK OUTCROP
 QF0183_STAMPING: 461.085 F 20 1933
 QF0183_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0183+STABILITY: POSITION/ELEVATION WELL
 QF0183
 QF0183  HISTORY     - Date     Condition        Report By
 QF0183  HISTORY     - 1933     MONUMENTED       CGS
 QF0183  HISTORY     - 1978     MARK NOT FOUND   NGS
 QF0183
 QF0183                          STATION DESCRIPTION
 QF0183
 QF0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 QF0183'1.1 MI S FROM BROOKTON.
 QF0183'1.1 MILES SOUTH ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 QF0183'BROOKTON, WASHINGTON COUNTY, 300 YARDS NORTH OF A SMALL CONCRETE
 QF0183'BRIDGE, 9 YARDS EAST OF THE CENTER LINE OF THE HIGHWAY, 8 YARDS
 QF0183'WEST OF A 24-INCH PINE TREE, IN THE TOP OF A FLAT ROCK OUTCROP
 QF0183'ABOUT 6 FEET IN DIAMETER, AND ABOUT 6 INCHES ABOVE THE GROUND.  A
 QF0183'STANDARD DISK, STAMPED 461.085 F 20 1933.
 QF0183
 QF0183                          STATION RECOVERY (1978)
 QF0183
 QF0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QF0183'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0233 ***********************************************************************
 QF0233  FBN         -  This is a Federal Base Network Control Station.
 QF0233  DESIGNATION -  F 200
 QF0233  PID         -  QF0233
 QF0233  STATE/COUNTY-  ME/WASHINGTON
 QF0233  USGS QUAD   -  CALAIS (1977)
 QF0233
 QF0233                         *CURRENT SURVEY CONTROL
 QF0233  ___________________________________________________________________
 QF0233* NAD 83(1996)-  45 10 22.36098(N)    067 17 20.77765(W)     ADJUSTED  
 QF0233* NAVD 88     -        37.380  (meters)     122.64   (feet)  ADJUSTED  
 QF0233  ___________________________________________________________________
 QF0233  X           -   1,738,908.980 (meters)                     COMP
 QF0233  Y           -  -4,154,776.381 (meters)                     COMP
 QF0233  Z           -   4,500,923.208 (meters)                     COMP
 QF0233  LAPLACE CORR-           4.43  (seconds)                    DEFLEC99
 QF0233  ELLIP HEIGHT-          14.10  (meters)          (04/26/01) GPS OBS
 QF0233  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 QF0233  DYNAMIC HT  -          37.381 (meters)     122.64  (feet)  COMP
 QF0233  MODELED GRAV-     980,621.2   (mgal)                       NAVD 88
 QF0233
 QF0233  HORZ ORDER  -  B
 QF0233  VERT ORDER  -  FIRST     CLASS II
 QF0233  ELLP ORDER  -  FOURTH    CLASS I
 QF0233
 QF0233.The horizontal coordinates were established by GPS observations
 QF0233.and adjusted by the National Geodetic Survey in July 1997..
 QF0233
 QF0233.The orthometric height was determined by differential leveling
 QF0233.and adjusted by the National Geodetic Survey in June 1991..
 QF0233
 QF0233.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QF0233
 QF0233.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0233
 QF0233.The ellipsoidal height was determined by GPS observations
 QF0233.and is referenced to NAD 83.
 QF0233
 QF0233.The geoid height was determined by GEOID03.
 QF0233
 QF0233.The dynamic height is computed by dividing the NAVD 88
 QF0233.geopotential number by the normal gravity value computed on the
 QF0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0233.degrees latitude (g = 980.6199 gals.).
 QF0233
 QF0233.The modeled gravity was interpolated from observed gravity values.
 QF0233
 QF0233;                    North         East     Units Scale Factor Converg.
 QF0233;SPC ME E     -   168,067.508   395,178.150   MT  1.00001135   +0 51 32.0
 QF0233;UTM  19      - 5,003,579.057   634,438.497   MT  0.99982223   +1 12 49.0
 QF0233
 QF0233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0233!SPC ME E     -   0.99999779  x   1.00001135  =   1.00000914
 QF0233!UTM  19      -   0.99999779  x   0.99982223  =   0.99982002
 QF0233
 QF0233                          SUPERSEDED SURVEY CONTROL
 QF0233
 QF0233  ELLIP H (07/24/97)   14.07   (m)                       GP(       ) 1 1
 QF0233  NAD 83(1992)-  45 10 22.36149(N)    067 17 20.77755(W) AD(1995.00) 1
 QF0233  ELLIP H (04/19/96)   14.08   (m)                       GP(1995.00) 3 1
 QF0233  NAD 83(1992)-  45 10 22.35765(N)    067 17 20.77666(W) AD(       ) B
 QF0233  ELLIP H (04/16/93)   14.14   (m)                       GP(       ) 4 1
 QF0233  NAD 83(1986)-  45 10 22.36249(N)    067 17 20.79123(W) AD(       ) 1
 QF0233  NAVD 88 (04/19/96)   37.38   (m)          122.6    (f) LEVELING    3  
 QF0233  NAVD 88 (04/16/93)   37.38   (m)          122.6    (f) LEVELING    3  
 QF0233  NGVD 29 (07/20/87)   37.59   (m)          123.3    (f) LEVELING    3  
 QF0233
 QF0233.Superseded values are not recommended for survey control.
 QF0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0233.See file dsdata.txt to determine how the superseded data were derived.
 QF0233
 QF0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL3443803579(NAD 83)
 QF0233_MARKER: DV = VERTICAL CONTROL DISK
 QF0233_SETTING: 66 = SET IN ROCK OUTCROP
 QF0233_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 QF0233_STAMPING: F 200 1978
 QF0233_MARK LOGO: NGS   
 QF0233_MAGNETIC: N = NO MAGNETIC MATERIAL
 QF0233_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0233+STABILITY: POSITION/ELEVATION WELL
 QF0233_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QF0233+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2005
 QF0233
 QF0233  HISTORY     - Date     Condition        Report By
 QF0233  HISTORY     - 1978     MONUMENTED       NGS
 QF0233  HISTORY     - 1986     GOOD             NGS
 QF0233  HISTORY     - 19881201 GOOD             NGS
 QF0233  HISTORY     - 19890117 GOOD
 QF0233  HISTORY     - 19920621 GOOD             NGS
 QF0233  HISTORY     - 19951012 GOOD             CHANCE
 QF0233  HISTORY     - 20000412 GOOD             NGS
 QF0233  HISTORY     - 20050616 GOOD             NGS
 QF0233
 QF0233                          STATION DESCRIPTION
 QF0233
 QF0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0233'1.1 MI SW FROM CALAIS.
 QF0233'1.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 QF0233'CALAIS, 62.5 FEET SOUTH-SOUTHWEST OF THE CENTER LINE OF HARRISON
 QF0233'STREET, 45.1 FEET EAST-SOUTHEAST OF THE CENTER LINE OF HIGHWAY,
 QF0233'29.6 FEET NORTHEAST OF POWER POLE NUMBER 47 WITH ONE LIGHT. DISK
 QF0233'IS 9.7 FEET EAST OF THE WEST EDGE OF CUT.
 QF0233
 QF0233                          STATION RECOVERY (1986)
 QF0233
 QF0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (REP)
 QF0233'THE STATION IS LOCATED ABOUT 11.3 KM (7.0 MI)
 QF0233'WEST-NORTHWEST OF RED BEACH, 9.7 KM (6.0 MI) WEST OF WOODLAND AND
 QF0233'IN THE SOUTHERN PART OF CALAIS.
 QF0233'OWNERSHIP--MR WILLIAM J GIBSON, 3 HARRISON STREET, CALAIS MAINE
 QF0233'04619, PHONE NO 207-454-3895
 QF0233'
 QF0233'TO REACH THE STATION FROM THE POST OFFICE IN CALAIS, GO SOUTHERLY
 QF0233'ON U.S. HIGHWAY 1 FOR 2.0 KM (1.25 MI) TO THE STATION ON THE LEFT
 QF0233'IN ROCK OUTCROP, JUST AFTER PASSING HARRISON ROAD ON THE LEFT.
 QF0233'
 QF0233'THE STATION IS A STANDARD NGS DISK
 QF0233'STAMPED---F 200 1978---,
 QF0233'SET INTO ROCK OUTCROP, LOCATED
 QF0233'17.20 METERS (56.4 FT) SOUTH-SOUTHWEST FROM THE CENTER OF HARRISON
 QF0233'ROAD,
 QF0233'13.35 METERS (43.8 FT) EAST FROM THE CENTER OF THE HIGHWAY,
 QF0233'8.96 METERS (29.4 FT) NORTHEAST FROM A POWER POLE NUMBER 47,
 QF0233'8.93 METERS (29.3 FT) WEST FROM A PAIR OF 15 CM IN DIAMETER BIRCH
 QF0233'TREES AND
 QF0233'2.68 METERS (8.8 FT) EAST FROM THE EDGE OF A 2.1 METER (7 FT) HIGH
 QF0233'ROCK OUTCROP.
 QF0233'
 QF0233'SOUTHEAST MAINE SUBSIDENCE NETWORK, AUGUST 1986.
 QF0233'
 QF0233'THIS STATION SUITABLE FOR GPS SURVEYS.
 QF0233'
 QF0233'DESCRIBED BY T.F. DAWS.
 QF0233
 QF0233                          STATION RECOVERY (1988)
 QF0233
 QF0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QF0233'RECOVERED IN GOOD CONDITION, A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 QF0233'THE STATION IS LOCATED ABOUT 11.3 KM (7.00 MI) WEST-NORTHWEST OF RED
 QF0233'BEACH, 9.7 KM (6.05 MI) WEST OF WOODLAND AND IN THE SOUTHEAST PART OF
 QF0233'CALAIS.  OWNERSHIP--MR WILLIAM J GIBSON, 3 HARRISON STREET, CALAIS ME
 QF0233'04619.  PHONE NUMBER 207-454-3895.
 QF0233'TO REACH THE STATION FROM THE POST OFFICE IN CALAIS, TAKE U.S. HIGHWAY
 QF0233'1 NORTH (NORTH STREET) FOR 2.0 KM (1.25 MI) TO THE STATION ON THE LEFT
 QF0233'IN A LARGE ROCK OUTCROP, JUST AFTER PASSING HARRISON ROAD ON THE LEFT.
 QF0233'(AT THIS TIME HARRISON ROAD SIGN IS MISSING, POLE HAS SIGN WITH
 QF0233'7181.)
 QF0233'THE STATION IS A STANDARD NGS VERTICAL CONTROL DISK SET INTO LARGE
 QF0233'ROCK OUTCROP.  LOCATED 17.2 M (56.4 FT) SOUTH-SOUTHWEST FROM THE
 QF0233'CENTER OF HARRISON ROAD, 13.35 M (43.8 FT) EAST FROM THE CENTER OF
 QF0233'U.S. HIGHWAY 1, 8.96 M (29.4 FT) NORTHEAST FROM A POWER POLE NUMBER
 QF0233'47, 8.93 M (29.3 FT) WEST FROM A PAIR OF 15 CM IN DIAMETER BIRCH
 QF0233'TREES, 2.68 M (8.8 FT) EAST FROM THE EXPOSED NORTHWEST EDGE OF THE 2.1
 QF0233'M (6.9 FT) HIGH ROCK OUTCROP AND 0.34 M (1.1 FT) SOUTH OF THE EASTERN
 QF0233'MOST LEG OF A 1-INCH DIAMETER METAL PIPE SIGN FRAME EMBEDDED INTO THE
 QF0233'ROCK OUTCROP.
 QF0233'SOUTHEAST MAINE SUBSIDENCE NETWORK, AUGUST 1986 AND OCTOBER 1988.
 QF0233'DESCRIBED BY F.W. ROSSMANN.
 QF0233
 QF0233                          STATION RECOVERY (1989)
 QF0233
 QF0233'RECOVERED 1989
 QF0233'RECOVERED IN GOOD CONDITION.
 QF0233
 QF0233                          STATION RECOVERY (1992)
 QF0233
 QF0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 QF0233'THE STATION IS LOCATED ABOUT 11.3 KM (7.00 MI) WEST-NORTHWEST OF RED
 QF0233'BEACH, 9.7 KM (6.00 MI) WEST OF WOODLAND AND IN THE SOUTHEAST PART OF
 QF0233'CALAIS. OWNERSHIP--MR. WILLIAM J GIBSON, 3 HARRISON STREET, CALAIS ME
 QF0233'04619, PHONE 207-454-3895.
 QF0233'TO REACH THE STATION FROM THE POST OFFICE IN CALAIS, TAKE U.S. HIGHWAY
 QF0233'1 NORTH (NORTH STREET) FOR 2.0 KM (1.25 MI) TO THE STATION ON THE
 QF0233'LEFT IN A LARGE ROCK OUTCROP, JUST AFTER PASSING HARRISON ROAD ON THE
 QF0233'LEFT. AT THIS TIME HARRISON ROAD SIGN IS MISSING, POLE HAS SIGN WITH
 QF0233'7181.
 QF0233'THE STATION IS A STANDARD NGS VERTICAL CONTROL DISK SET INTO LARGE
 QF0233'ROCK OUTCROP.  LOCATED 17.2 M (56.4 FT) SOUTH-SOUTHWEST FROM THE
 QF0233'CENTER OF HARRISON ROAD, 13.35 M (43.80 FT) EAST FROM THE CENTER OF
 QF0233'U.S. HIGHWAY 1, 8.96 M (29.40 FT) NORTHEAST FROM A POWER POLE NUMBER
 QF0233'47, 8.93 M (29.30 FT) WEST FROM A PAIR OF 15-CM BIRCH TREES, 2.68 M
 QF0233'(8.79 FT) EAST FROM THE EXPOSED NORTHWEST EDGE OF THE 2.1 M (6.9 FT)
 QF0233'HIGH ROCK OUTCROP AND 0.34 M (1.12 FT) SOUTH OF THE EASTERN MOST LEG
 QF0233'OF A 1-INCH DIAMETER METAL PIPE SIGN FRAME EMBEDDED INTO THE ROCK
 QF0233'OUTCROP.
 QF0233
 QF0233                          STATION RECOVERY (1995)
 QF0233
 QF0233'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KB)
 QF0233'RECOVERED AS DESCRIBED.  NOTE - STATION IS EAST OF WOODLAND NOT WEST
 QF0233'AS STATED IN THE 1988 DESCRIPTION  PRIOR TO ANY SURVEY WORK CONTACT
 QF0233'PROPERTY OWNER - MR WILLIAM J GIBSON, 3 HARRISON STREET, CALAIS ME
 QF0233'04619.  PHONE NUMBER 207-454-3895.
 QF0233
 QF0233                          STATION RECOVERY (2000)
 QF0233
 QF0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 QF0233'THE STATION IS LOCATED IN CALAIS, AT THE JUNCTION OF US HIGHWAY 1 AND
 QF0233'HARRISON ROAD, ABOUT 2.1 KM (1.30 MI) SOUTHWEST OF THE JUNCTION OF US
 QF0233'HIGHWAY 1 AND CANADA HIGHWAY 9, IN THE TOP OF A MASSIVE ROCK OUTCROP
 QF0233'PROJECTING ABOUT 2.14 M (7.02 FT) ABOVE THE HIGHWAY.  OWNERSHIP--MR.
 QF0233'WILLIAM GIBSON, 3 HARRISON STREET, CALAIS ME 04619.  TO REACH THE
 QF0233'STATION FROM THE JUNCTION OF US HIGHWAY 1 AND CANADA HIGHWAY 9 IN THE
 QF0233'CENTER OF CALAIS, GO SOUTHWESTERLY ON HIGHWAY 1 FOR 0.16 KM (0.10 MI)
 QF0233'TO THE FEDERAL BUILDING-POST OFFICE ON THE LEFT.  CONTINUE AHEAD ON
 QF0233'HIGHWAY 1 (NORTH STREET) FOR 2.01 KM (1.25 MI) TO THE JUNCTION OF
 QF0233'HARRISON ROAD ON THE LEFT AND THE STATION ON THE SOUTHWEST SIDE OF
 QF0233'HARRISON STREET.  THE STATION IS SET IN A DRILL HOLE IN THE ROCK
 QF0233'OUTCROP.  LOCATED 17.2 M (56.4 FT) SOUTH-SOUTHWEST OF THE CENTER OF
 QF0233'HARRISON ROAD (SLOPE MEASUREMENT), 13.35 M (43.80 FT) EAST OF THE
 QF0233'CENTER OF HIGHWAY 1 (SLOPE MEASUREMENT), 8.96 M (29.40 FT) NORTHEAST
 QF0233'OF POWER POLE NUMBER 47 (SLOPE MEASUREMENT), 8.93 M (29.30 FT) WEST OF
 QF0233'A PAIR OF 15-CM BIRCH TREES AND 0.34 M (1.12 FT) SOUTH OF A 3-CM
 QF0233'DIAMETER METAL PIPE EMBEDDED IN THE TOP OF THE ROCK OUTCROP AND
 QF0233'PROJECTING ABOUT 1.22 M (4.00 FT).
 QF0233
 QF0233                          STATION RECOVERY (2005)
 QF0233
 QF0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (CJB)
 QF0233'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0529 ***********************************************************************
 PD0529  DESIGNATION -  F 202
 PD0529  PID         -  PD0529
 PD0529  STATE/COUNTY-  ME/WASHINGTON
 PD0529  USGS QUAD   -  EASTPORT (1977)
 PD0529
 PD0529                         *CURRENT SURVEY CONTROL
 PD0529  ___________________________________________________________________
 PD0529* NAD 83(1986)-  44 55 34.     (N)    067 01 14.     (W)     SCALED    
 PD0529* NAVD 88     -        10.279  (meters)      33.72   (feet)  ADJUSTED  
 PD0529  ___________________________________________________________________
 PD0529  GEOID HEIGHT-         -22.53  (meters)                     GEOID03
 PD0529  DYNAMIC HT  -          10.279 (meters)      33.72  (feet)  COMP
 PD0529  MODELED GRAV-     980,620.0   (mgal)                       NAVD 88
 PD0529
 PD0529  VERT ORDER  -  FIRST     CLASS II
 PD0529
 PD0529.The horizontal coordinates were scaled from a topographic map and have
 PD0529.an estimated accuracy of +/- 6 seconds.
 PD0529
 PD0529.The orthometric height was determined by differential leveling
 PD0529.and adjusted by the National Geodetic Survey in June 1991..
 PD0529
 PD0529.The geoid height was determined by GEOID03.
 PD0529
 PD0529.The dynamic height is computed by dividing the NAVD 88
 PD0529.geopotential number by the normal gravity value computed on the
 PD0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0529.degrees latitude (g = 980.6199 gals.).
 PD0529
 PD0529.The modeled gravity was interpolated from observed gravity values.
 PD0529
 PD0529;                    North         East    Units  Estimated Accuracy
 PD0529;SPC ME E     -   141,000.      416,790.      MT  (+/- 180 meters Scaled)
 PD0529
 PD0529                          SUPERSEDED SURVEY CONTROL
 PD0529
 PD0529.No superseded survey control is available for this station.
 PD0529
 PD0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK562766(NAD 83)
 PD0529_MARKER: DB = BENCH MARK DISK
 PD0529_SETTING: 66 = SET IN ROCK OUTCROP
 PD0529_SP_SET: ROCK CUT
 PD0529_STAMPING: F 202 1978
 PD0529_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0529+STABILITY: POSITION/ELEVATION WELL
 PD0529
 PD0529  HISTORY     - Date     Condition        Report By
 PD0529  HISTORY     - 1978     MONUMENTED       NGS
 PD0529
 PD0529                          STATION DESCRIPTION
 PD0529
 PD0529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PD0529'2.2 MI NW FROM EASTPORT.
 PD0529'2.2 MILES NORTHWEST ALONG STATE HIGHWAY 190 FROM THE POST OFFICE
 PD0529'AT EASTPORT, 86.3 FEET NORTHWEST OF POWER POLE NUMBER 396, 83.7
 PD0529'FEET SOUTHEAST OF POWER POLE NUMBER 281 395, 77.3 FEET SOUTHEAST
 PD0529'OF TRIANGLE SHAPED CONCRETE STATE HIGHWAY RIGHT-OF-WAY POST WITH
 PD0529'S-03 0763J MOLDED ON SOUTH FACE, 32.0 FEET NORTHEAST OF THE CENTER
 PD0529'LINE OF HIGHWAY, 3.0 FEET NORTHEAST OF THE SOUTHWEST EDGE OF CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI8325 ***********************************************************************
 AI8325  DESIGNATION -  F 206
 AI8325  PID         -  AI8325
 AI8325  STATE/COUNTY-  ME/HANCOCK
 AI8325  USGS QUAD   -  PENOBSCOT (1981)
 AI8325
 AI8325                         *CURRENT SURVEY CONTROL
 AI8325  ___________________________________________________________________
 AI8325* NAD 83(1986)-  44 27 05.     (N)    068 41 06.     (W)     SCALED    
 AI8325* NAVD 88     -        22.378  (meters)      73.42   (feet)  ADJUSTED  
 AI8325  ___________________________________________________________________
 AI8325  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 AI8325  DYNAMIC HT  -          22.377 (meters)      73.42  (feet)  COMP
 AI8325  MODELED GRAV-     980,548.9   (mgal)                       NAVD 88
 AI8325
 AI8325  VERT ORDER  -  SECOND    CLASS I
 AI8325
 AI8325.The horizontal coordinates were scaled from a topographic map and have
 AI8325.an estimated accuracy of +/- 6 seconds.
 AI8325
 AI8325.The orthometric height was determined by differential leveling
 AI8325.and adjusted by the National Geodetic Survey in July 2002..
 AI8325.No vertical observational check was made to the station.
 AI8325
 AI8325.The geoid height was determined by GEOID03.
 AI8325
 AI8325.The dynamic height is computed by dividing the NAVD 88
 AI8325.geopotential number by the normal gravity value computed on the
 AI8325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8325.degrees latitude (g = 980.6199 gals.).
 AI8325
 AI8325.The modeled gravity was interpolated from observed gravity values.
 AI8325
 AI8325;                    North         East    Units  Estimated Accuracy
 AI8325;SPC ME E     -    87,200.      285,280.      MT  (+/- 180 meters Scaled)
 AI8325
 AI8325                          SUPERSEDED SURVEY CONTROL
 AI8325
 AI8325.No superseded survey control is available for this station.
 AI8325
 AI8325_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK250220(NAD 83)
 AI8325_MARKER: DV = VERTICAL CONTROL DISK
 AI8325_SETTING: 66 = SET IN ROCK OUTCROP
 AI8325_STAMPING: F 206 2000
 AI8325_MARK LOGO: NGS   
 AI8325_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI8325_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI8325+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AI8325
 AI8325  HISTORY     - Date     Condition        Report By
 AI8325  HISTORY     - 2000     MONUMENTED       NGS
 AI8325
 AI8325                          STATION DESCRIPTION
 AI8325
 AI8325'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 AI8325'0.2 KM (0.10 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 199 FROM THE POST
 AI8325'OFFICE IN PENOBSCOT, THENCE 1.6 KM (1.00 MI) SOUTHERLY ALONG STATE
 AI8325'HIGHWAY 175, THENCE 1.5 KM (0.95 MI) EASTERLY ALONG STATE HIGHWAY 177,
 AI8325'NEAR THE CENTER OF A 3 BY 3-FOOT AREA OF EXPOSED ROCK OUTCROP, 10.5 M
 AI8325'(34.4 FT) WEST OF THE CENTER OF A TRACK ROAD, 8.4 M (27.6 FT) SOUTH OF
 AI8325'THE HIGHWAY CENTERLINE, 1.6 M (5.2 FT) EAST OF UTILITY POLE NUMBER 19
 AI8325'WITH A GUY CABLE, 0.4 M (1.3 FT) BELOW THE LEVEL OF THE ROAD, AND 0.3
 AI8325'M (1.0 FT) NORTHEAST OF A WITNESS POST.  NOTE--THE MARK IS ON THE
 AI8325'HIGHWAY RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0013 ***********************************************************************
 RE0013  DESIGNATION -  F 21
 RE0013  PID         -  RE0013
 RE0013  STATE/COUNTY-  ME/AROOSTOOK
 RE0013  USGS QUAD   -  HOULTON NORTH (1984)
 RE0013
 RE0013                         *CURRENT SURVEY CONTROL
 RE0013  ___________________________________________________________________
 RE0013* NAD 83(1986)-  46 08 23.     (N)    067 50 49.     (W)     SCALED    
 RE0013* NAVD 88     -       113.259  (meters)     371.58   (feet)  ADJUSTED  
 RE0013  ___________________________________________________________________
 RE0013  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 RE0013  DYNAMIC HT  -         113.266 (meters)     371.61  (feet)  COMP
 RE0013  MODELED GRAV-     980,674.3   (mgal)                       NAVD 88
 RE0013
 RE0013  VERT ORDER  -  SECOND    CLASS 0
 RE0013
 RE0013.The horizontal coordinates were scaled from a topographic map and have
 RE0013.an estimated accuracy of +/- 6 seconds.
 RE0013
 RE0013.The orthometric height was determined by differential leveling
 RE0013.and adjusted by the National Geodetic Survey in June 1991..
 RE0013
 RE0013.The geoid height was determined by GEOID03.
 RE0013
 RE0013.The dynamic height is computed by dividing the NAVD 88
 RE0013.geopotential number by the normal gravity value computed on the
 RE0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0013.degrees latitude (g = 980.6199 gals.).
 RE0013
 RE0013.The modeled gravity was interpolated from observed gravity values.
 RE0013
 RE0013;                    North         East    Units  Estimated Accuracy
 RE0013;SPC ME E     -   275,010.      350,460.      MT  (+/- 180 meters Scaled)
 RE0013
 RE0013                          SUPERSEDED SURVEY CONTROL
 RE0013
 RE0013  NGVD 29 (??/??/92)  113.450  (m)          372.21   (f) ADJ UNCH    2 0
 RE0013
 RE0013.Superseded values are not recommended for survey control.
 RE0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0013.See file dsdata.txt to determine how the superseded data were derived.
 RE0013
 RE0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM890102(NAD 83)
 RE0013_MARKER: DB = BENCH MARK DISK
 RE0013_SETTING: 80 = SET IN A BOULDER
 RE0013_SP_SET: BOULDER
 RE0013_STAMPING: F 21 1933
 RE0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RE0013+STABILITY: SURFACE MOTION
 RE0013
 RE0013  HISTORY     - Date     Condition        Report By
 RE0013  HISTORY     - 1933     MONUMENTED       CGS
 RE0013  HISTORY     - 1951     GOOD             NGS
 RE0013  HISTORY     - 1972     MARK NOT FOUND   MEDT
 RE0013
 RE0013                          STATION DESCRIPTION
 RE0013
 RE0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 RE0013'1.1 MI N FROM HOULTON.
 RE0013'1.1 MILES NORTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 RE0013'THE STATION AT HOULTON, AROOSTOOK COUNTY, AT MILEAGE 167.08,
 RE0013'54 YARDS SOUTH OF THE SOUTH END OF THE A.E. MOORE POTATO WAREHOUSE,
 RE0013'42 YARDS EAST OF THE EAST RAIL, ONE YARD SOUTH OF A FENCE BETWEEN
 RE0013'A BRUSH FIELD AND A CULTIVATED FIELD, AT THE RIGHT-OF-WAY
 RE0013'FENCE, IN THE TOP OF A GRANITE BOULDER, ABOUT 5 FEET LOWER THAN
 RE0013'THE TRACK.  A STANDARD DISK, STAMPED F 21 1933.
 RE0013
 RE0013                          STATION RECOVERY (1972)
 RE0013
 RE0013'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1972
 RE0013'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0065 ***********************************************************************
 RE0065  DESIGNATION -  F 22
 RE0065  PID         -  RE0065
 RE0065  STATE/COUNTY-  ME/AROOSTOOK
 RE0065  USGS QUAD   -  GOODWIN (1984)
 RE0065
 RE0065                         *CURRENT SURVEY CONTROL
 RE0065  ___________________________________________________________________
 RE0065* NAD 83(1986)-  46 46 34.     (N)    067 58 18.     (W)     SCALED    
 RE0065* NAVD 88     -       125.999  (meters)     413.38   (feet)  ADJUSTED  
 RE0065  ___________________________________________________________________
 RE0065  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 RE0065  DYNAMIC HT  -         126.011 (meters)     413.42  (feet)  COMP
 RE0065  MODELED GRAV-     980,710.4   (mgal)                       NAVD 88
 RE0065
 RE0065  VERT ORDER  -  SECOND    CLASS 0
 RE0065
 RE0065.The horizontal coordinates were scaled from a topographic map and have
 RE0065.an estimated accuracy of +/- 6 seconds.
 RE0065
 RE0065.The orthometric height was determined by differential leveling
 RE0065.and adjusted by the National Geodetic Survey in June 1991..
 RE0065
 RE0065.The geoid height was determined by GEOID03.
 RE0065
 RE0065.The dynamic height is computed by dividing the NAVD 88
 RE0065.geopotential number by the normal gravity value computed on the
 RE0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0065.degrees latitude (g = 980.6199 gals.).
 RE0065
 RE0065.The modeled gravity was interpolated from observed gravity values.
 RE0065
 RE0065;                    North         East    Units  Estimated Accuracy
 RE0065;SPC ME E     -   345,670.      340,350.      MT  (+/- 180 meters Scaled)
 RE0065
 RE0065                          SUPERSEDED SURVEY CONTROL
 RE0065
 RE0065  NGVD 29 (??/??/92)  126.184  (m)          413.99   (f) ADJ UNCH    2 0
 RE0065
 RE0065.Superseded values are not recommended for survey control.
 RE0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0065.See file dsdata.txt to determine how the superseded data were derived.
 RE0065
 RE0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM785807(NAD 83)
 RE0065_MARKER: DB = BENCH MARK DISK
 RE0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RE0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RE0065_STAMPING: F 22 1933
 RE0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RE0065+STABILITY: SURFACE MOTION
 RE0065
 RE0065  HISTORY     - Date     Condition        Report By
 RE0065  HISTORY     - 1933     MONUMENTED       CGS
 RE0065
 RE0065                          STATION DESCRIPTION
 RE0065
 RE0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 RE0065'6.2 MI S FROM CARIBOU.
 RE0065'6.2 MILES SOUTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 RE0065'CARIBOU, AROOSTOOK COUNTY, AT MAYSVILLE, 100 YARDS NORTH OF
 RE0065'MILEPOST 220, ABOUT 200 YARDS NORTH OF THE BEN CURTIS POTATO
 RE0065'WAREHOUSE, 55 YARDS SOUTH OF THE STATION, 10 YARDS EAST OF THE
 RE0065'CENTERLINE OF THE TRACK, AND LEVEL WITH THE TOP OF THE RAIL.
 RE0065'A STANDARD DISK, STAMPED F 22 1933 AND SET IN THE TOP OF A
 RE0065'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0025 ***********************************************************************
 SF0025  DESIGNATION -  F 23
 SF0025  PID         -  SF0025
 SF0025  STATE/COUNTY-  ME/AROOSTOOK
 SF0025  USGS QUAD   -  MADAWASKA (1986)
 SF0025
 SF0025                         *CURRENT SURVEY CONTROL
 SF0025  ___________________________________________________________________
 SF0025* NAD 83(1986)-  47 17 23.     (N)    068 22 19.     (W)     SCALED    
 SF0025* NAVD 88     -       145.471  (meters)     477.27   (feet)  ADJUSTED  
 SF0025  ___________________________________________________________________
 SF0025  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 SF0025  DYNAMIC HT  -         145.493 (meters)     477.34  (feet)  COMP
 SF0025  MODELED GRAV-     980,760.9   (mgal)                       NAVD 88
 SF0025
 SF0025  VERT ORDER  -  SECOND    CLASS 0
 SF0025
 SF0025.The horizontal coordinates were scaled from a topographic map and have
 SF0025.an estimated accuracy of +/- 6 seconds.
 SF0025
 SF0025.The orthometric height was determined by differential leveling
 SF0025.and adjusted by the National Geodetic Survey in June 1991..
 SF0025
 SF0025.The geoid height was determined by GEOID03.
 SF0025
 SF0025.The dynamic height is computed by dividing the NAVD 88
 SF0025.geopotential number by the normal gravity value computed on the
 SF0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0025.degrees latitude (g = 980.6199 gals.).
 SF0025
 SF0025.The modeled gravity was interpolated from observed gravity values.
 SF0025
 SF0025;                    North         East    Units  Estimated Accuracy
 SF0025;SPC ME E     -   402,640.      309,690.      MT  (+/- 180 meters Scaled)
 SF0025
 SF0025                          SUPERSEDED SURVEY CONTROL
 SF0025
 SF0025  NGVD 29 (??/??/92)  145.584  (m)          477.64   (f) ADJ UNCH    2 0
 SF0025
 SF0025.Superseded values are not recommended for survey control.
 SF0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0025.See file dsdata.txt to determine how the superseded data were derived.
 SF0025
 SF0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN474375(NAD 83)
 SF0025_MARKER: DB = BENCH MARK DISK
 SF0025_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SF0025_SP_SET: CULVERT
 SF0025_STAMPING: F 23 1933
 SF0025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0025
 SF0025  HISTORY     - Date     Condition        Report By
 SF0025  HISTORY     - 1933     MONUMENTED       CGS
 SF0025
 SF0025                          STATION DESCRIPTION
 SF0025
 SF0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 SF0025'0.7 MI N FROM FRENCHVILLE.
 SF0025'0.7 MILE NORTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM THE
 SF0025'STATION AT FRENCHVILLE, AROOSTOOK COUNTY, ABOUT 200 YARDS NORTH
 SF0025'OF THE NORTH END OF A SIDING, AT CONCRETE CULVERT 31.74, IN THE
 SF0025'TOP OF THE NORTH END OF THE WEST HEADWALL, 15 YARDS WEST OF THE
 SF0025'CENTERLINE OF THE TRACK, AND ABOUT 4 YARDS LOWER THAN THE
 SF0025'TRACK.  A STANDARD DISK, STAMPED F 23 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0816 ***********************************************************************
 QG0816  DESIGNATION -  F 24
 QG0816  PID         -  QG0816
 QG0816  STATE/COUNTY-  ME/SOMERSET
 QG0816  USGS QUAD   -  DIMMICK MOUNTAIN (1989)
 QG0816
 QG0816                         *CURRENT SURVEY CONTROL
 QG0816  ___________________________________________________________________
 QG0816* NAD 83(1986)-  45 13 21.     (N)    069 49 08.     (W)     SCALED    
 QG0816* NAVD 88     -       303.489  (meters)     995.70   (feet)  ADJUSTED  
 QG0816  ___________________________________________________________________
 QG0816  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 QG0816  DYNAMIC HT  -         303.469 (meters)     995.63  (feet)  COMP
 QG0816  MODELED GRAV-     980,542.3   (mgal)                       NAVD 88
 QG0816
 QG0816  VERT ORDER  -  SECOND    CLASS 0
 QG0816
 QG0816.The horizontal coordinates were scaled from a topographic map and have
 QG0816.an estimated accuracy of +/- 6 seconds.
 QG0816
 QG0816.The orthometric height was determined by differential leveling
 QG0816.and adjusted by the National Geodetic Survey in June 1991..
 QG0816
 QG0816.The geoid height was determined by GEOID03.
 QG0816
 QG0816.The dynamic height is computed by dividing the NAVD 88
 QG0816.geopotential number by the normal gravity value computed on the
 QG0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0816.degrees latitude (g = 980.6199 gals.).
 QG0816
 QG0816.The modeled gravity was interpolated from observed gravity values.
 QG0816
 QG0816;                    North         East    Units  Estimated Accuracy
 QG0816;SPC ME W     -   265,520.      927,310.      MT  (+/- 180 meters Scaled)
 QG0816
 QG0816                          SUPERSEDED SURVEY CONTROL
 QG0816
 QG0816  NGVD 29 (??/??/92)  303.648  (m)          996.22   (f) ADJ UNCH    2 0
 QG0816
 QG0816.Superseded values are not recommended for survey control.
 QG0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0816.See file dsdata.txt to determine how the superseded data were derived.
 QG0816
 QG0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL357079(NAD 83)
 QG0816_MARKER: DB = BENCH MARK DISK
 QG0816_SETTING: 66 = SET IN ROCK OUTCROP
 QG0816_SP_SET: ROCK LEDGE
 QG0816_STAMPING: 996.218 F 24 1933
 QG0816_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0816+STABILITY: POSITION/ELEVATION WELL
 QG0816
 QG0816  HISTORY     - Date     Condition        Report By
 QG0816  HISTORY     - 1933     MONUMENTED       CGS
 QG0816
 QG0816                          STATION DESCRIPTION
 QG0816
 QG0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 QG0816'1.8 MI S FROM BAKERS.
 QG0816'1.8 MILES SOUTH ALONG THE OLD ROADBED OF THE ABANDONED MAINE
 QG0816'CENTRAL RAILROAD FROM BAKERS, SOMERSET COUNTY, 11 YARDS EAST
 QG0816'OF THE CENTER LINE OF THE ROADBED, IN THE TOP OF A ROUND-TOPPED
 QG0816'LEDGE PROJECTION, AND ABOUT 5 FEET HIGHER THAN THE ROADBED.
 QG0816'A STANDARD DISK, STAMPED 996.218 F 24 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1510 ***********************************************************************
 PE1510  DESIGNATION -  F 25
 PE1510  PID         -  PE1510
 PE1510  STATE/COUNTY-  ME/SOMERSET
 PE1510  USGS QUAD   -  NORRIDGEWOCK (1982)
 PE1510
 PE1510                         *CURRENT SURVEY CONTROL
 PE1510  ___________________________________________________________________
 PE1510* NAD 83(1986)-  44 41 01.     (N)    069 46 16.     (W)     SCALED    
 PE1510* NAVD 88     -        68.908  (meters)     226.08   (feet)  ADJUSTED  
 PE1510  ___________________________________________________________________
 PE1510  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 PE1510  DYNAMIC HT  -          68.902 (meters)     226.06  (feet)  COMP
 PE1510  MODELED GRAV-     980,533.4   (mgal)                       NAVD 88
 PE1510
 PE1510  VERT ORDER  -  SECOND    CLASS 0
 PE1510
 PE1510.The horizontal coordinates were scaled from a topographic map and have
 PE1510.an estimated accuracy of +/- 6 seconds.
 PE1510
 PE1510.The orthometric height was determined by differential leveling
 PE1510.and adjusted by the National Geodetic Survey in June 1991..
 PE1510
 PE1510.The geoid height was determined by GEOID03.
 PE1510
 PE1510.The dynamic height is computed by dividing the NAVD 88
 PE1510.geopotential number by the normal gravity value computed on the
 PE1510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1510.degrees latitude (g = 980.6199 gals.).
 PE1510
 PE1510.The modeled gravity was interpolated from observed gravity values.
 PE1510
 PE1510;                    North         East    Units  Estimated Accuracy
 PE1510;SPC ME W     -   205,650.      931,360.      MT  (+/- 180 meters Scaled)
 PE1510
 PE1510                          SUPERSEDED SURVEY CONTROL
 PE1510
 PE1510  NGVD 29 (??/??/92)   69.099  (m)          226.70   (f) ADJ UNCH    2 0
 PE1510
 PE1510.Superseded values are not recommended for survey control.
 PE1510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1510.See file dsdata.txt to determine how the superseded data were derived.
 PE1510
 PE1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK388480(NAD 83)
 PE1510_MARKER: DB = BENCH MARK DISK
 PE1510_SETTING: 66 = SET IN ROCK OUTCROP
 PE1510_SP_SET: ROCK OUTCROP
 PE1510_STAMPING: 226.702 F 25 1933
 PE1510_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1510+STABILITY: POSITION/ELEVATION WELL
 PE1510
 PE1510  HISTORY     - Date     Condition        Report By
 PE1510  HISTORY     - 1933     MONUMENTED       CGS
 PE1510  HISTORY     - 1934     GOOD             NGS
 PE1510
 PE1510                          STATION DESCRIPTION
 PE1510
 PE1510'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PE1510'2.3 MI SE FROM NORRIDGEWOCK.
 PE1510'2.3 MILES SOUTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM
 PE1510'THE STATION AT NORRIDGEWOCK, SOMERSET COUNTY, 0.5 MILE NORTH OF
 PE1510'THE CROSSING OF A NORTHEAST-AND-SOUTHWEST ROAD, 47 RAILS SOUTH
 PE1510'OF MILEPOST K 80, 15 YARDS SOUTH OF THE SOUTH FACE OF THE BANGS
 PE1510'TANKHOUSE, 4 YARDS EAST OF THE CENTER LINE OF THE TRACK, IN THE
 PE1510'TOP OF A 1-1/2-BY 3-FOOT IRREGULAR ROCK PROJECTING ABOUT 1 FOOT
 PE1510'ABOVE THE GROUND, AND LEVEL WITH THE TRACK.  A STANDARD DISK,
 PE1510'STAMPED 226.702 F 25 1933.
 PE1510
 PE1510                          STATION RECOVERY (1934)
 PE1510
 PE1510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PE1510'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0233 ***********************************************************************
 PF0233  DESIGNATION -  F 26
 PF0233  PID         -  PF0233
 PF0233  STATE/COUNTY-  ME/FRANKLIN
 PF0233  USGS QUAD   -  RANGELEY (1997)
 PF0233
 PF0233                         *CURRENT SURVEY CONTROL
 PF0233  ___________________________________________________________________
 PF0233* NAD 83(1986)-  44 57 47.     (N)    070 38 22.     (W)     SCALED    
 PF0233* NAVD 88     -       468.353  (meters)    1536.59   (feet)  ADJUSTED  
 PF0233  ___________________________________________________________________
 PF0233  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 PF0233  DYNAMIC HT  -         468.300 (meters)    1536.41  (feet)  COMP
 PF0233  MODELED GRAV-     980,490.9   (mgal)                       NAVD 88
 PF0233
 PF0233  VERT ORDER  -  SECOND    CLASS 0
 PF0233
 PF0233.The horizontal coordinates were scaled from a topographic map and have
 PF0233.an estimated accuracy of +/- 6 seconds.
 PF0233
 PF0233.The orthometric height was determined by differential leveling
 PF0233.and adjusted by the National Geodetic Survey in June 1991..
 PF0233
 PF0233.The geoid height was determined by GEOID03.
 PF0233
 PF0233.The dynamic height is computed by dividing the NAVD 88
 PF0233.geopotential number by the normal gravity value computed on the
 PF0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0233.degrees latitude (g = 980.6199 gals.).
 PF0233
 PF0233.The modeled gravity was interpolated from observed gravity values.
 PF0233
 PF0233;                    North         East    Units  Estimated Accuracy
 PF0233;SPC ME W     -   236,740.      862,700.      MT  (+/- 180 meters Scaled)
 PF0233
 PF0233                          SUPERSEDED SURVEY CONTROL
 PF0233
 PF0233  NGVD 29 (??/??/92)  468.486  (m)         1537.02   (f) ADJ UNCH    2 0
 PF0233
 PF0233.Superseded values are not recommended for survey control.
 PF0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0233.See file dsdata.txt to determine how the superseded data were derived.
 PF0233
 PF0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK707801(NAD 83)
 PF0233_MARKER: DB = BENCH MARK DISK
 PF0233_SETTING: 80 = SET IN A BOULDER
 PF0233_SP_SET: BOULDER
 PF0233_STAMPING: 1537.024 F 26 1933
 PF0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0233+STABILITY: SURFACE MOTION
 PF0233
 PF0233  HISTORY     - Date     Condition        Report By
 PF0233  HISTORY     - 1933     MONUMENTED       CGS
 PF0233  HISTORY     - 1949     MARK NOT FOUND   NGS
 PF0233  HISTORY     - 1982     MARK NOT FOUND   USGS
 PF0233  HISTORY     - 20060710 MARK NOT FOUND   GEOCAC
 PF0233
 PF0233                          STATION DESCRIPTION
 PF0233
 PF0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PF0233'AT RANGELEY.
 PF0233'AT RANGELEY, FRANKLIN COUNTY, AT THE INTERSECTION OF MAIN STREET
 PF0233'AND DEPOT STREET, 90 YARDS EAST OF THE CENTER LINE OF MAIN STREET,
 PF0233'15 YARDS SOUTH OF THE CENTER LINE OF DEPOT STREET, 7 YARDS WEST OF
 PF0233'THE NORTHWEST CORNER OF A HOUSE, AND IN THE TOP OF A BOULDER
 PF0233'PROJECTING ABOUT 2 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED
 PF0233'1537.024 F 26 1933.
 PF0233
 PF0233                          STATION RECOVERY (1949)
 PF0233
 PF0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 PF0233'MARK NOT FOUND.
 PF0233
 PF0233                          STATION RECOVERY (1982)
 PF0233
 PF0233'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 PF0233'MARK NOT FOUND.
 PF0233
 PF0233                          STATION RECOVERY (2006)
 PF0233
 PF0233'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 PF0233'THE MARK WAS NOT RECOVERED, NOT FOUND.
 PF0233' 
 PF0233'DEPOT STREET IS NOW A SHORT UNPAVED DEAD END STREET. THE AREA HAS BEEN
 PF0233'TAKEN OVER BY A POWER SUBSTATION. THERE IS A ROCK IN ABOUT THE RIGHT
 PF0233'PLACE, BUT IS HAS NO MARK ON IT AND HAS OBVIOUSLY BEEN MOVED BY ROAD
 PF0233'CONSTRUCTION.  THE MARK IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0291 ***********************************************************************
 PF0291  DESIGNATION -  F 27
 PF0291  PID         -  PF0291
 PF0291  STATE/COUNTY-  ME/OXFORD
 PF0291  USGS QUAD   -  B POND (1984)
 PF0291
 PF0291                         *CURRENT SURVEY CONTROL
 PF0291  ___________________________________________________________________
 PF0291* NAD 83(1986)-  44 39 56.     (N)    070 58 00.     (W)     SCALED    
 PF0291* NAVD 88     -       477.418  (meters)    1566.33   (feet)  ADJUSTED  
 PF0291  ___________________________________________________________________
 PF0291  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 PF0291  DYNAMIC HT  -         477.343 (meters)    1566.08  (feet)  COMP
 PF0291  MODELED GRAV-     980,445.7   (mgal)                       NAVD 88
 PF0291
 PF0291  VERT ORDER  -  SECOND    CLASS 0
 PF0291
 PF0291.The horizontal coordinates were scaled from a topographic map and have
 PF0291.an estimated accuracy of +/- 6 seconds.
 PF0291
 PF0291.The orthometric height was determined by differential leveling
 PF0291.and adjusted by the National Geodetic Survey in June 1991..
 PF0291
 PF0291.The geoid height was determined by GEOID03.
 PF0291
 PF0291.The dynamic height is computed by dividing the NAVD 88
 PF0291.geopotential number by the normal gravity value computed on the
 PF0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0291.degrees latitude (g = 980.6199 gals.).
 PF0291
 PF0291.The modeled gravity was interpolated from observed gravity values.
 PF0291
 PF0291;                    North         East    Units  Estimated Accuracy
 PF0291;SPC ME W     -   203,880.      836,560.      MT  (+/- 180 meters Scaled)
 PF0291
 PF0291                          SUPERSEDED SURVEY CONTROL
 PF0291
 PF0291  NGVD 29 (??/??/92)  477.537  (m)         1566.72   (f) ADJ UNCH    2 0
 PF0291
 PF0291.Superseded values are not recommended for survey control.
 PF0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0291.See file dsdata.txt to determine how the superseded data were derived.
 PF0291
 PF0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK440476(NAD 83)
 PF0291_MARKER: DB = BENCH MARK DISK
 PF0291_SETTING: 80 = SET IN A BOULDER
 PF0291_SP_SET: BOULDER
 PF0291_STAMPING: 1566.769 F 27 1933
 PF0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0291+STABILITY: SURFACE MOTION
 PF0291
 PF0291  HISTORY     - Date     Condition        Report By
 PF0291  HISTORY     - 1933     MONUMENTED       CGS
 PF0291  HISTORY     - 1936     GOOD             NGS
 PF0291
 PF0291                          STATION DESCRIPTION
 PF0291
 PF0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PF0291'3.2 MI SE FROM UPTON.
 PF0291'ABOUT 3.2 MILES SOUTHEAST ALONG STATE HIGHWAY 26 FROM UPTON,
 PF0291'OXFORD COUNTY, 160 YARDS NORTH OF A FARMHOUSE, 30 FEET WEST OF
 PF0291'THE CENTER LINE OF THE HIGHWAY, 15 YARDS NORTH OF TELEPHONE POLE
 PF0291'673, 30 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, IN THE
 PF0291'TOP OF A BOULDER, AND ABOUT 5 FEET HIGHER THAN THE HIGHWAY.
 PF0291'A STANDARD DISK, STAMPED 1566.769 F 27 1933.
 PF0291
 PF0291                          STATION RECOVERY (1936)
 PF0291
 PF0291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1936
 PF0291'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0178 ***********************************************************************
 PF0178  DESIGNATION -  F 28
 PF0178  PID         -  PF0178
 PF0178  STATE/COUNTY-  ME/CUMBERLAND
 PF0178  USGS QUAD   -  BRIDGTON (1983)
 PF0178
 PF0178                         *CURRENT SURVEY CONTROL
 PF0178  ___________________________________________________________________
 PF0178* NAD 83(1986)-  44 00 07.     (N)    070 43 54.     (W)     SCALED    
 PF0178* NAVD 88     -       137.783  (meters)     452.04   (feet)  ADJUSTED  
 PF0178  ___________________________________________________________________
 PF0178  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 PF0178  DYNAMIC HT  -         137.761 (meters)     451.97  (feet)  COMP
 PF0178  MODELED GRAV-     980,461.7   (mgal)                       NAVD 88
 PF0178
 PF0178  VERT ORDER  -  SECOND    CLASS 0
 PF0178
 PF0178.The horizontal coordinates were scaled from a topographic map and have
 PF0178.an estimated accuracy of +/- 6 seconds.
 PF0178
 PF0178.The orthometric height was determined by differential leveling
 PF0178.and adjusted by the National Geodetic Survey in June 1991..
 PF0178
 PF0178.The geoid height was determined by GEOID03.
 PF0178
 PF0178.The dynamic height is computed by dividing the NAVD 88
 PF0178.geopotential number by the normal gravity value computed on the
 PF0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0178.degrees latitude (g = 980.6199 gals.).
 PF0178
 PF0178.The modeled gravity was interpolated from observed gravity values.
 PF0178
 PF0178;                    North         East    Units  Estimated Accuracy
 PF0178;SPC ME W     -   129,990.      854,690.      MT  (+/- 180 meters Scaled)
 PF0178
 PF0178                          SUPERSEDED SURVEY CONTROL
 PF0178
 PF0178  NGVD 29 (??/??/92)  137.944  (m)          452.57   (f) ADJ UNCH    2 0
 PF0178
 PF0178.Superseded values are not recommended for survey control.
 PF0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0178.See file dsdata.txt to determine how the superseded data were derived.
 PF0178
 PF0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ611735(NAD 83)
 PF0178_MARKER: DB = BENCH MARK DISK
 PF0178_SETTING: 80 = SET IN A BOULDER
 PF0178_SP_SET: BOULDER
 PF0178_STAMPING: F 28 1935
 PF0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0178+STABILITY: SURFACE MOTION
 PF0178
 PF0178  HISTORY     - Date     Condition        Report By
 PF0178  HISTORY     - 1935     MONUMENTED       CGS
 PF0178  HISTORY     - 20040228 MARK NOT FOUND   GEOCAC
 PF0178
 PF0178                          STATION DESCRIPTION
 PF0178
 PF0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PF0178'2.9 MI S FROM BRIDGTON.
 PF0178'ABOUT 2.9 MILES SOUTH ALONG THE BRIDGTON AND HARRISON RAILWAY
 PF0178'FROM THE STATION AT BRIDGTON, CUMBERLAND COUNTY, 91 FEET SOUTH
 PF0178'OF MILEPOST 13, 18 FEET WEST OF THE WEST RAIL, BETWEEN POLES
 PF0178'304 AND 305, AND IN THE TOP OF A LARGE GRANITE BOULDER.  A
 PF0178'STANDARD DISK, STAMPED F 28 1935.
 PF0178
 PF0178                          STATION RECOVERY (2004)
 PF0178
 PF0178'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 PF0178'MARK NOT FOUND. HEAVY LOGGING IN THIS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0075 ***********************************************************************
 PF0075  DESIGNATION -  F 29
 PF0075  PID         -  PF0075
 PF0075  STATE/COUNTY-  ME/OXFORD
 PF0075  USGS QUAD   -  WILTON (1968)
 PF0075
 PF0075                         *CURRENT SURVEY CONTROL
 PF0075  ___________________________________________________________________
 PF0075* NAD 83(1986)-  44 30 16.     (N)    070 14 22.     (W)     SCALED    
 PF0075* NAVD 88     -       126.242  (meters)     414.18   (feet)  ADJUSTED  
 PF0075  ___________________________________________________________________
 PF0075  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 PF0075  DYNAMIC HT  -         126.229 (meters)     414.14  (feet)  COMP
 PF0075  MODELED GRAV-     980,507.6   (mgal)                       NAVD 88
 PF0075
 PF0075  VERT ORDER  -  SECOND    CLASS 0
 PF0075
 PF0075.The horizontal coordinates were scaled from a topographic map and have
 PF0075.an estimated accuracy of +/- 6 seconds.
 PF0075
 PF0075.The orthometric height was determined by differential leveling
 PF0075.and adjusted by the National Geodetic Survey in June 1991..
 PF0075
 PF0075.The geoid height was determined by GEOID03.
 PF0075
 PF0075.The dynamic height is computed by dividing the NAVD 88
 PF0075.geopotential number by the normal gravity value computed on the
 PF0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0075.degrees latitude (g = 980.6199 gals.).
 PF0075
 PF0075.The modeled gravity was interpolated from observed gravity values.
 PF0075
 PF0075;                    North         East    Units  Estimated Accuracy
 PF0075;SPC ME W     -   185,670.      894,210.      MT  (+/- 180 meters Scaled)
 PF0075
 PF0075                          SUPERSEDED SURVEY CONTROL
 PF0075
 PF0075  NGVD 29 (??/??/92)  126.368  (m)          414.59   (f) ADJ UNCH    2 0
 PF0075
 PF0075.Superseded values are not recommended for survey control.
 PF0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0075.See file dsdata.txt to determine how the superseded data were derived.
 PF0075
 PF0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK014286(NAD 83)
 PF0075_MARKER: DB = BENCH MARK DISK
 PF0075_SETTING: 80 = SET IN A BOULDER
 PF0075_SP_SET: BOULDER
 PF0075_STAMPING: F 29 1935
 PF0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0075+STABILITY: SURFACE MOTION
 PF0075
 PF0075  HISTORY     - Date     Condition        Report By
 PF0075  HISTORY     - 1935     MONUMENTED       CGS
 PF0075
 PF0075                          STATION DESCRIPTION
 PF0075
 PF0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PF0075'1 MI E FROM RILEY.
 PF0075'1.0 MILE EAST ALONG THE MAINE CENTRAL RAILROAD FROM THE PAPER
 PF0075'MILL AT RILEY, OXFORD COUNTY, 0.2 MILES NORTHWEST OF MILEPOST
 PF0075'4, AT THE EAST END OF CUT, 19 FEET SOUTHWEST OF THE SOUTH RAIL,
 PF0075'AND IN THE TOP OF A GRANITE BOULDER.  A STANDARD DISK, STAMPED F
 PF0075'29 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0018 ***********************************************************************
 QG0018  DESIGNATION -  F 3
 QG0018  PID         -  QG0018
 QG0018  STATE/COUNTY-  ME/AROOSTOOK
 QG0018  USGS QUAD   -  WYTOPITLOCK (1988)
 QG0018
 QG0018                         *CURRENT SURVEY CONTROL
 QG0018  ___________________________________________________________________
 QG0018* NAD 83(1986)-  45 40 14.     (N)    068 00 40.     (W)     SCALED    
 QG0018* NAVD 88     -       105.299  (meters)     345.47   (feet)  ADJUSTED  
 QG0018  ___________________________________________________________________
 QG0018  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 QG0018  DYNAMIC HT  -         105.301 (meters)     345.48  (feet)  COMP
 QG0018  MODELED GRAV-     980,634.5   (mgal)                       NAVD 88
 QG0018
 QG0018  VERT ORDER  -  FIRST     CLASS II
 QG0018
 QG0018.The horizontal coordinates were scaled from a topographic map and have
 QG0018.an estimated accuracy of +/- 6 seconds.
 QG0018
 QG0018.The orthometric height was determined by differential leveling
 QG0018.and adjusted by the National Geodetic Survey in June 1991..
 QG0018
 QG0018.The geoid height was determined by GEOID03.
 QG0018
 QG0018.The dynamic height is computed by dividing the NAVD 88
 QG0018.geopotential number by the normal gravity value computed on the
 QG0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0018.degrees latitude (g = 980.6199 gals.).
 QG0018
 QG0018.The modeled gravity was interpolated from observed gravity values.
 QG0018
 QG0018;                    North         East    Units  Estimated Accuracy
 QG0018;SPC ME E     -   222,780.      338,090.      MT  (+/- 180 meters Scaled)
 QG0018
 QG0018                          SUPERSEDED SURVEY CONTROL
 QG0018
 QG0018  NGVD 29 (??/??/92)  105.474  (m)          346.04   (f) ADJ UNCH    1 2
 QG0018
 QG0018.Superseded values are not recommended for survey control.
 QG0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0018.See file dsdata.txt to determine how the superseded data were derived.
 QG0018
 QG0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL770579(NAD 83)
 QG0018_MARKER: DB = BENCH MARK DISK
 QG0018_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QG0018_SP_SET: ABUTMENT
 QG0018_STAMPING: F 3 1916 ELEV 346.043 FT
 QG0018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG0018
 QG0018  HISTORY     - Date     Condition        Report By
 QG0018  HISTORY     - 1916     MONUMENTED       CGS
 QG0018  HISTORY     - 1934     GOOD             NGS
 QG0018
 QG0018                          STATION DESCRIPTION
 QG0018
 QG0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1916
 QG0018'1.6 MI E FROM BANCROFT.
 QG0018'ABOUT 1.6 MILES EAST ALONG THE MAINE CENTRAL RAILROAD FROM BANCROFT,
 QG0018'AROOSTOOK COUNTY, 25 POLES SOUTHEAST OF MILEPOST V-35, 6 POLES
 QG0018'NORTHWEST OF BLOCK SIGNAL E 2165, AT A STONE ABUTMENT BRIDGE, IN
 QG0018'THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST ABUTMENT, ABOUT 3
 QG0018'FEET SOUTHEAST OF THE SOUTHEAST RAIL.  A STANDARD DISK.  STAMPED,
 QG0018'F 3 1916 ELEV. 346.043 FT.
 QG0018
 QG0018                          STATION RECOVERY (1934)
 QG0018
 QG0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QG0018'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1662 ***********************************************************************
 OC1662  DESIGNATION -  F 3 OVER 4 1941
 OC1662  PID         -  OC1662
 OC1662  STATE/COUNTY-  ME/CUMBERLAND
 OC1662  USGS QUAD   -  PORTLAND EAST (1975)
 OC1662
 OC1662                         *CURRENT SURVEY CONTROL
 OC1662  ___________________________________________________________________
 OC1662* NAD 83(1996)-  43 41 09.34761(N)    070 11 31.33272(W)     ADJUSTED  
 OC1662* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 OC1662  ___________________________________________________________________
 OC1662  LAPLACE CORR-           3.60  (seconds)                    DEFLEC99
 OC1662  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 OC1662
 OC1662  HORZ ORDER  -  THIRD
 OC1662
 OC1662.The horizontal coordinates were established by classical geodetic methods
 OC1662.and adjusted by the National Geodetic Survey in March 1998..
 OC1662
 OC1662.The orthometric height was scaled from a topographic map.
 OC1662
 OC1662.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1662
 OC1662.The geoid height was determined by GEOID03.
 OC1662
 OC1662;                    North         East     Units Scale Factor Converg.
 OC1662;SPC ME W     -    94,718.755   897,954.518   MT  0.99996672   -0 01 03.1
 OC1662;UTM  19      - 4,837,681.072   403,926.479   MT  0.99971353   -0 49 24.3
 OC1662
 OC1662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1662!SPC ME W     -   1.00000177  x   0.99996672  =   0.99996849
 OC1662!UTM  19      -   1.00000177  x   0.99971353  =   0.99971530
 OC1662
 OC1662                          SUPERSEDED SURVEY CONTROL
 OC1662
 OC1662  NAD 83(1992)-  43 41 09.34587(N)    070 11 31.33340(W) AD(       ) 4
 OC1662  NAD 83(1986)-  43 41 09.35194(N)    070 11 31.33889(W) AD(       ) 4
 OC1662  NAD 27      -  43 41 09.06000(N)    070 11 33.16500(W) AD(       ) 3
 OC1662
 OC1662.Superseded values are not recommended for survey control.
 OC1662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1662.See file dsdata.txt to determine how the superseded data were derived.
 OC1662
 OC1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0392637681(NAD 83)
 OC1662
 OC1662  HISTORY     - Date     Condition        Report By
 OC1662  HISTORY     - 1941     MONUMENTED       CGS
 OC1662  HISTORY     - 1971     SEE DESCRIPTION  NGS
 OC1662
 OC1662                          STATION DESCRIPTION
 OC1662
 OC1662'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1662'STATION IS LOCATED ON THE N FORK OF FORT MC KINLEY, ABOUT 150
 OC1662'FT. NE OF THE CENTER OF BATTERY INGALLS, IN A SQUARE BRICK
 OC1662'BUILDING ABOUT 8 FT. HIGH.  IT IS THE CENTER OF THE
 OC1662'INSTRUMENT.  THE INSTRUMENT CENTER WAS PROJECTED ON THE ROOF,
 OC1662'THEREFORE, NO PERMANENT MARK WAS ESTABLISHED.
 OC1662'
 OC1662'THIS IS A TRAVERSE STATION.
 OC1662
 OC1662                          STATION RECOVERY (1971)
 OC1662
 OC1662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (DWW)
 OC1662'NO PERMANENT MARK ESTABLISHED.  ONLY ACCESSIBLE BY WALKING
 OC1662'THROUGH BRUSH AND WOODS FROM ROAD LEADING FROM OLD STONE WHARF.
 OC1662'
 OC1662'STATION IS PRESUMED LOST.  INSTRUMENT REMOVED FROM BUILDING F 3/4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0143 ***********************************************************************
 PF0143  DESIGNATION -  F 30
 PF0143  PID         -  PF0143
 PF0143  STATE/COUNTY-  ME/ANDROSCOGGIN
 PF0143  USGS QUAD   -  WAYNE (1966)
 PF0143
 PF0143                         *CURRENT SURVEY CONTROL
 PF0143  ___________________________________________________________________
 PF0143* NAD 83(1986)-  44 18 11.     (N)    070 06 58.     (W)     SCALED    
 PF0143* NAVD 88     -        86.278  (meters)     283.06   (feet)  ADJUSTED  
 PF0143  ___________________________________________________________________
 PF0143  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 PF0143  DYNAMIC HT  -          86.270 (meters)     283.04  (feet)  COMP
 PF0143  MODELED GRAV-     980,521.6   (mgal)                       NAVD 88
 PF0143
 PF0143  VERT ORDER  -  SECOND    CLASS 0
 PF0143
 PF0143.The horizontal coordinates were scaled from a topographic map and have
 PF0143.an estimated accuracy of +/- 6 seconds.
 PF0143
 PF0143.The orthometric height was determined by differential leveling
 PF0143.and adjusted by the National Geodetic Survey in June 1991..
 PF0143
 PF0143.The geoid height was determined by GEOID03.
 PF0143
 PF0143.The dynamic height is computed by dividing the NAVD 88
 PF0143.geopotential number by the normal gravity value computed on the
 PF0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0143.degrees latitude (g = 980.6199 gals.).
 PF0143
 PF0143.The modeled gravity was interpolated from observed gravity values.
 PF0143
 PF0143;                    North         East    Units  Estimated Accuracy
 PF0143;SPC ME W     -   163,290.      904,030.      MT  (+/- 180 meters Scaled)
 PF0143
 PF0143                          SUPERSEDED SURVEY CONTROL
 PF0143
 PF0143  NGVD 29 (??/??/92)   86.390  (m)          283.43   (f) ADJ UNCH    2 0
 PF0143
 PF0143.Superseded values are not recommended for survey control.
 PF0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0143.See file dsdata.txt to determine how the superseded data were derived.
 PF0143
 PF0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK109061(NAD 83)
 PF0143_MARKER: DB = BENCH MARK DISK
 PF0143_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PF0143_SP_SET: MILEPOST
 PF0143_STAMPING: F 39 1935
 PF0143_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0143
 PF0143  HISTORY     - Date     Condition        Report By
 PF0143  HISTORY     - 1935     MONUMENTED       CGS
 PF0143  HISTORY     - 1964     MARK NOT FOUND   USE
 PF0143
 PF0143                          STATION DESCRIPTION
 PF0143
 PF0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PF0143'AT LEEDS CENTER.
 PF0143'AT LEEDS CENTER, ANDROSCOGGIN COUNTY, 130 FEET SOUTH OF THE SOUTH
 PF0143'SIDE OF THE MAINE CENTRAL RAILROAD STATION, 5 POLES SOUTH OF
 PF0143'MILEPOST F 29 - P 55, 44.5 FEET WEST OF THE WEST RAIL, AND 30 FEET
 PF0143'SOUTH OF A CORNER FENCE POST.
 PF0143
 PF0143                          STATION RECOVERY (1964)
 PF0143
 PF0143'RECOVERY NOTE BY US ENGINEERS 1964
 PF0143'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1200 ***********************************************************************
 PE1200  DESIGNATION -  F 31
 PE1200  PID         -  PE1200
 PE1200  STATE/COUNTY-  ME/KENNEBEC
 PE1200  USGS QUAD   -  AUGUSTA (1991)
 PE1200
 PE1200                         *CURRENT SURVEY CONTROL
 PE1200  ___________________________________________________________________
 PE1200* NAD 83(1986)-  44 18 42.     (N)    069 46 25.     (W)     SCALED    
 PE1200* NAVD 88     -        14.787  (meters)      48.51   (feet)  ADJUSTED  
 PE1200  ___________________________________________________________________
 PE1200  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 PE1200  DYNAMIC HT  -          14.785 (meters)      48.51  (feet)  COMP
 PE1200  MODELED GRAV-     980,521.7   (mgal)                       NAVD 88
 PE1200
 PE1200  VERT ORDER  -  SECOND    CLASS 0
 PE1200
 PE1200.The horizontal coordinates were scaled from a topographic map and have
 PE1200.an estimated accuracy of +/- 6 seconds.
 PE1200
 PE1200.The orthometric height was determined by differential leveling
 PE1200.and adjusted by the National Geodetic Survey in June 1991..
 PE1200
 PE1200.The geoid height was determined by GEOID03.
 PE1200
 PE1200.The dynamic height is computed by dividing the NAVD 88
 PE1200.geopotential number by the normal gravity value computed on the
 PE1200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1200.degrees latitude (g = 980.6199 gals.).
 PE1200
 PE1200.The modeled gravity was interpolated from observed gravity values.
 PE1200
 PE1200;                    North         East    Units  Estimated Accuracy
 PE1200;SPC ME W     -   164,320.      931,360.      MT  (+/- 180 meters Scaled)
 PE1200
 PE1200                          SUPERSEDED SURVEY CONTROL
 PE1200
 PE1200  NGVD 29 (??/??/92)   15.005  (m)           49.23   (f) ADJ UNCH    2 0
 PE1200
 PE1200.Superseded values are not recommended for survey control.
 PE1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1200.See file dsdata.txt to determine how the superseded data were derived.
 PE1200
 PE1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK383067(NAD 83)
 PE1200_MARKER: DB = BENCH MARK DISK
 PE1200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1200_STAMPING: F 31 1935
 PE1200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1200+STABILITY: SURFACE MOTION
 PE1200
 PE1200  HISTORY     - Date     Condition        Report By
 PE1200  HISTORY     - 1935     MONUMENTED       CGS
 PE1200  HISTORY     - 1974     MARK NOT FOUND   NGS
 PE1200
 PE1200                          STATION DESCRIPTION
 PE1200
 PE1200'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE1200'AT AUGUSTA.
 PE1200'AT AUGUSTA, KENNEBEC COUNTY, 12.7 FEET WEST OF THE NORTHWEST
 PE1200'CORNER OF THE MAINE CENTRAL RAILROAD STATION, AND 25.8 FEET
 PE1200'SOUTH OF THE SOUTH RAIL.  A STANDARD DISK, STAMPED F 31 1935 AND
 PE1200'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 PE1200'NOTE-- ATTEMPTED RECOVERY WAS UNSUCCESSFULL.  THE MAINE CENTRAL
 PE1200'RR STATION HAS BEEN RAZED.  THE FORMER SITE OF THE STATION IS
 PE1200'NOW OCCUPIED BY A PARKING LOT.  FROM CONVERSATION WITH THE LOCAL
 PE1200'CITIZENRY IT IS UNDERSTOOD THAT THE GROUND LEVEL OF THE STATION
 PE1200'SITE WAS LOWERED CONSIDERABLY DURING CONSTRUCTION OF THE PARKING
 PE1200'LOT.
 PE1200
 PE1200                          STATION RECOVERY (1974)
 PE1200
 PE1200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 PE1200'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0743 ***********************************************************************
 PE0743  DESIGNATION -  F 32
 PE0743  PID         -  PE0743
 PE0743  STATE/COUNTY-  ME/PENOBSCOT
 PE0743  USGS QUAD   -  CORINNA (1982)
 PE0743
 PE0743                         *CURRENT SURVEY CONTROL
 PE0743  ___________________________________________________________________
 PE0743* NAD 83(1986)-  44 57 16.     (N)    069 16 33.     (W)     SCALED    
 PE0743* NAVD 88     -        72.869  (meters)     239.07   (feet)  ADJUSTED  
 PE0743  ___________________________________________________________________
 PE0743  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 PE0743  DYNAMIC HT  -          72.866 (meters)     239.06  (feet)  COMP
 PE0743  MODELED GRAV-     980,577.7   (mgal)                       NAVD 88
 PE0743
 PE0743  VERT ORDER  -  SECOND    CLASS 0
 PE0743
 PE0743.The horizontal coordinates were scaled from a topographic map and have
 PE0743.an estimated accuracy of +/- 6 seconds.
 PE0743
 PE0743.The orthometric height was determined by differential leveling
 PE0743.and adjusted by the National Geodetic Survey in June 1991..
 PE0743
 PE0743.The geoid height was determined by GEOID03.
 PE0743
 PE0743.The dynamic height is computed by dividing the NAVD 88
 PE0743.geopotential number by the normal gravity value computed on the
 PE0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0743.degrees latitude (g = 980.6199 gals.).
 PE0743
 PE0743.The modeled gravity was interpolated from observed gravity values.
 PE0743
 PE0743;                    North         East    Units  Estimated Accuracy
 PE0743;SPC ME E     -   143,370.      238,790.      MT  (+/- 180 meters Scaled)
 PE0743
 PE0743                          SUPERSEDED SURVEY CONTROL
 PE0743
 PE0743  NGVD 29 (??/??/92)   73.068  (m)          239.72   (f) ADJ UNCH    2 0
 PE0743
 PE0743.Superseded values are not recommended for survey control.
 PE0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0743.See file dsdata.txt to determine how the superseded data were derived.
 PE0743
 PE0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK782779(NAD 83)
 PE0743_MARKER: DB = BENCH MARK DISK
 PE0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0743_STAMPING: F 32 1935
 PE0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0743+STABILITY: SURFACE MOTION
 PE0743
 PE0743  HISTORY     - Date     Condition        Report By
 PE0743  HISTORY     - 1935     MONUMENTED       CGS
 PE0743
 PE0743                          STATION DESCRIPTION
 PE0743
 PE0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE0743'2.5 MI N FROM CORINNA.
 PE0743'2.5 MILES NORTH ALONG THE MAINE CENTRAL RAILROAD FROM THE STATION
 PE0743'AT CORINNA, 80 YARDS SOUTH OF MILEPOST F 20, 100 YARDS SOUTH OF
 PE0743'A SWITCH TO A POTATO WAREHOUSE, 46 FEET SOUTHWEST OF THE CENTER
 PE0743'OF A DIRT-ROAD CROSSING, 38.6 FEET WEST OF THE WEST RAIL, 13 FEET
 PE0743'SOUTH OF THE RIGHT-OF-WAY FENCE CORNER, AND 1.5 FEET EAST OF THE
 PE0743'FENCE LINE.  A STANDARD DISK, STAMPED F 32 1935 AND SET IN THE
 PE0743'TOP OF A CONCRETE POST PROJECTING ABOUT 1/2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0798 ***********************************************************************
 QG0798  DESIGNATION -  F 33
 QG0798  PID         -  QG0798
 QG0798  STATE/COUNTY-  ME/PISCATAQUIS
 QG0798  USGS QUAD   -  MONSON WEST (1989)
 QG0798
 QG0798                         *CURRENT SURVEY CONTROL
 QG0798  ___________________________________________________________________
 QG0798* NAD 83(1986)-  45 20 19.     (N)    069 36 27.     (W)     SCALED    
 QG0798* NAVD 88     -       319.543  (meters)    1048.37   (feet)  ADJUSTED  
 QG0798  ___________________________________________________________________
 QG0798  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 QG0798  DYNAMIC HT  -         319.526 (meters)    1048.31  (feet)  COMP
 QG0798  MODELED GRAV-     980,556.5   (mgal)                       NAVD 88
 QG0798
 QG0798  VERT ORDER  -  SECOND    CLASS 0
 QG0798
 QG0798.The horizontal coordinates were scaled from a topographic map and have
 QG0798.an estimated accuracy of +/- 6 seconds.
 QG0798
 QG0798.The orthometric height was determined by differential leveling
 QG0798.and adjusted by the National Geodetic Survey in June 1991..
 QG0798
 QG0798.The geoid height was determined by GEOID03.
 QG0798
 QG0798.The dynamic height is computed by dividing the NAVD 88
 QG0798.geopotential number by the normal gravity value computed on the
 QG0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0798.degrees latitude (g = 980.6199 gals.).
 QG0798
 QG0798.The modeled gravity was interpolated from observed gravity values.
 QG0798
 QG0798;                    North         East    Units  Estimated Accuracy
 QG0798;SPC ME E     -   186,370.      213,200.      MT  (+/- 180 meters Scaled)
 QG0798
 QG0798                          SUPERSEDED SURVEY CONTROL
 QG0798
 QG0798  NGVD 29 (??/??/92)  319.708  (m)         1048.91   (f) ADJ UNCH    2 0
 QG0798
 QG0798.Superseded values are not recommended for survey control.
 QG0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0798.See file dsdata.txt to determine how the superseded data were derived.
 QG0798
 QG0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL524207(NAD 83)
 QG0798_MARKER: DB = BENCH MARK DISK
 QG0798_SETTING: 80 = SET IN A BOULDER
 QG0798_SP_SET: BOULDER
 QG0798_STAMPING: F 33 1935
 QG0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0798+STABILITY: SURFACE MOTION
 QG0798
 QG0798  HISTORY     - Date     Condition        Report By
 QG0798  HISTORY     - 1935     MONUMENTED       CGS
 QG0798  HISTORY     - 1978     MARK NOT FOUND   NGS
 QG0798
 QG0798                          STATION DESCRIPTION
 QG0798
 QG0798'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QG0798'2.2 MI S FROM SHIRLEY.
 QG0798'2.2 MILES SOUTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM THE
 QG0798'STAION AT SHIRLEY, PISCATAQUIS COUNTY, 10 POLES SOUTH OF MILEPOST
 QG0798'40, 200 YARDS SOUTH OF A ROCK CUT, 103 YARDS NORTH OF POLE 39+65,
 QG0798'41.4 FEET EAST OF THE EAST RAIL, IN THE TOP OF A GRANITE BOULDER,
 QG0798'AND ABOUT LEVEL WITH THE GROUND.
 QG0798
 QG0798                          STATION RECOVERY (1978)
 QG0798
 QG0798'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0798'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0743 ***********************************************************************
 QG0743  DESIGNATION -  F 34
 QG0743  PID         -  QG0743
 QG0743  STATE/COUNTY-  ME/PISCATAQUIS
 QG0743  USGS QUAD   -  DOVER FOXCROFT (1983)
 QG0743
 QG0743                         *CURRENT SURVEY CONTROL
 QG0743  ___________________________________________________________________
 QG0743* NAD 83(1986)-  45 11 16.     (N)    069 13 42.     (W)     SCALED    
 QG0743* NAVD 88     -       107.283  (meters)     351.98   (feet)  ADJUSTED  
 QG0743  ___________________________________________________________________
 QG0743  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 QG0743  DYNAMIC HT  -         107.281 (meters)     351.97  (feet)  COMP
 QG0743  MODELED GRAV-     980,592.7   (mgal)                       NAVD 88
 QG0743
 QG0743  VERT ORDER  -  SECOND    CLASS 0
 QG0743
 QG0743.The horizontal coordinates were scaled from a topographic map and have
 QG0743.an estimated accuracy of +/- 6 seconds.
 QG0743
 QG0743.The orthometric height was determined by differential leveling
 QG0743.and adjusted by the National Geodetic Survey in June 1991..
 QG0743
 QG0743.The geoid height was determined by GEOID03.
 QG0743
 QG0743.The dynamic height is computed by dividing the NAVD 88
 QG0743.geopotential number by the normal gravity value computed on the
 QG0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0743.degrees latitude (g = 980.6199 gals.).
 QG0743
 QG0743.The modeled gravity was interpolated from observed gravity values.
 QG0743
 QG0743;                    North         East    Units  Estimated Accuracy
 QG0743;SPC ME E     -   169,270.      242,770.      MT  (+/- 180 meters Scaled)
 QG0743
 QG0743                          SUPERSEDED SURVEY CONTROL
 QG0743
 QG0743  NGVD 29 (??/??/92)  107.458  (m)          352.55   (f) ADJ UNCH    2 0
 QG0743
 QG0743.Superseded values are not recommended for survey control.
 QG0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0743.See file dsdata.txt to determine how the superseded data were derived.
 QG0743
 QG0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL820038(NAD 83)
 QG0743_MARKER: DB = BENCH MARK DISK
 QG0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0743_STAMPING: F 34 1935
 QG0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0743+STABILITY: SURFACE MOTION
 QG0743
 QG0743  HISTORY     - Date     Condition        Report By
 QG0743  HISTORY     - 1935     MONUMENTED       CGS
 QG0743  HISTORY     - 1978     MARK NOT FOUND   NGS
 QG0743  HISTORY     - 1981     MARK NOT FOUND   USGS
 QG0743
 QG0743                          STATION DESCRIPTION
 QG0743
 QG0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QG0743'AT DOVER-FOXCROFT.
 QG0743'AT DOVER-FOXCROFT, PISCATAQUIS COUNTY, 130 FEET WEST OF THE
 QG0743'BANGOR AND AROOSTOOK RAILROAD STATION, 32.2 FEET EAST OF THE
 QG0743'CENTER LINE OF STATE HIGHWAY 16, 26.9 FEET SOUTH OF THE
 QG0743'SOUTH RAIL, AND 10.9 FEET NORTH OF THE NORTH RAIL OF THE MAINE
 QG0743'CENTRAL RAILROAD.  A STANDARD DISK, STAMPED F 34 1935 AND
 QG0743'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 QG0743'GROUND.
 QG0743
 QG0743                          STATION RECOVERY (1978)
 QG0743
 QG0743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0743'MARK SEARCHED BUT NOT RECOVERED.
 QG0743
 QG0743                          STATION RECOVERY (1981)
 QG0743
 QG0743'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 QG0743'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0515 ***********************************************************************
 PE0515  DESIGNATION -  F 35
 PE0515  PID         -  PE0515
 PE0515  STATE/COUNTY-  ME/PENOBSCOT
 PE0515  USGS QUAD   -  OLD TOWN (1988)
 PE0515
 PE0515                         *CURRENT SURVEY CONTROL
 PE0515  ___________________________________________________________________
 PE0515* NAD 83(1986)-  44 55 48.     (N)    068 38 35.     (W)     SCALED    
 PE0515* NAVD 88     -        27.804  (meters)      91.22   (feet)  ADJUSTED  
 PE0515  ___________________________________________________________________
 PE0515  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 PE0515  DYNAMIC HT  -          27.803 (meters)      91.22  (feet)  COMP
 PE0515  MODELED GRAV-     980,593.7   (mgal)                       NAVD 88
 PE0515
 PE0515  VERT ORDER  -  SECOND    CLASS 0
 PE0515
 PE0515.The horizontal coordinates were scaled from a topographic map and have
 PE0515.an estimated accuracy of +/- 6 seconds.
 PE0515
 PE0515.The orthometric height was determined by differential leveling
 PE0515.and adjusted by the National Geodetic Survey in June 1991..
 PE0515
 PE0515.The geoid height was determined by GEOID03.
 PE0515
 PE0515.The dynamic height is computed by dividing the NAVD 88
 PE0515.geopotential number by the normal gravity value computed on the
 PE0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0515.degrees latitude (g = 980.6199 gals.).
 PE0515
 PE0515.The modeled gravity was interpolated from observed gravity values.
 PE0515
 PE0515;                    North         East    Units  Estimated Accuracy
 PE0515;SPC ME E     -   140,380.      288,710.      MT  (+/- 180 meters Scaled)
 PE0515
 PE0515                          SUPERSEDED SURVEY CONTROL
 PE0515
 PE0515  NGVD 29 (??/??/92)   28.010  (m)           91.90   (f) ADJ UNCH    2 0
 PE0515
 PE0515.Superseded values are not recommended for survey control.
 PE0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0515.See file dsdata.txt to determine how the superseded data were derived.
 PE0515
 PE0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK281752(NAD 83)
 PE0515_MARKER: DB = BENCH MARK DISK
 PE0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0515_STAMPING: F 35 1935
 PE0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0515+STABILITY: SURFACE MOTION
 PE0515
 PE0515  HISTORY     - Date     Condition        Report By
 PE0515  HISTORY     - 1935     MONUMENTED       CGS
 PE0515  HISTORY     - 1942     GOOD             NGS
 PE0515  HISTORY     - 1984     GOOD             USPSQD
 PE0515  HISTORY     - 1988     GOOD             USPSQD
 PE0515  HISTORY     - 1989     GOOD             USPSQD
 PE0515  HISTORY     - 1990     GOOD             USPSQD
 PE0515
 PE0515                          STATION DESCRIPTION
 PE0515
 PE0515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PE0515'AT OLD TOWN.
 PE0515'AT OLD TOWN, PENOBSCOT COUNTY, 200 YARDS SOUTH OF THE SOUTH END
 PE0515'OF THE MAINE CENTRAL RAILROAD STATION, 108 FEET SOUTH OF A
 PE0515'WATER SPOUT, 9 FEET WEST OF THE WEST RAIL, AND 7 FEET NORTH OF
 PE0515'A POLE.  A STANDARD DISK, STAMPED F 35 1935 AND SET IN THE
 PE0515'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 PE0515
 PE0515                          STATION RECOVERY (1984)
 PE0515
 PE0515'RECOVERY NOTE BY US POWER SQUADRON 1984
 PE0515'RECOVERED IN GOOD CONDITION.
 PE0515
 PE0515                          STATION RECOVERY (1988)
 PE0515
 PE0515'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE0515'RECOVERED IN GOOD CONDITION.
 PE0515
 PE0515                          STATION RECOVERY (1989)
 PE0515
 PE0515'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELG)
 PE0515'RECOVERED IN GOOD CONDITION.
 PE0515
 PE0515                          STATION RECOVERY (1990)
 PE0515
 PE0515'RECOVERY NOTE BY US POWER SQUADRON 1990 (ELG)
 PE0515'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0051 ***********************************************************************
 QG0051  DESIGNATION -  F 36
 QG0051  PID         -  QG0051
 QG0051  STATE/COUNTY-  ME/PENOBSCOT
 QG0051  USGS QUAD   -  MATTAWAMKEAG (1988)
 QG0051
 QG0051                         *CURRENT SURVEY CONTROL
 QG0051  ___________________________________________________________________
 QG0051* NAD 83(1986)-  45 30 57.     (N)    068 21 07.     (W)     SCALED    
 QG0051* NAVD 88     -        66.251  (meters)     217.36   (feet)  ADJUSTED  
 QG0051  ___________________________________________________________________
 QG0051  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 QG0051  DYNAMIC HT  -          66.252 (meters)     217.36  (feet)  COMP
 QG0051  MODELED GRAV-     980,631.0   (mgal)                       NAVD 88
 QG0051
 QG0051  VERT ORDER  -  FIRST     CLASS II
 QG0051
 QG0051.The horizontal coordinates were scaled from a topographic map and have
 QG0051.an estimated accuracy of +/- 6 seconds.
 QG0051
 QG0051.The orthometric height was determined by differential leveling
 QG0051.and adjusted by the National Geodetic Survey in June 1991..
 QG0051.WARNING-Repeat measurements at this control monument indicate possible
 QG0051.vertical movement.
 QG0051
 QG0051.The geoid height was determined by GEOID03.
 QG0051
 QG0051.The dynamic height is computed by dividing the NAVD 88
 QG0051.geopotential number by the normal gravity value computed on the
 QG0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0051.degrees latitude (g = 980.6199 gals.).
 QG0051
 QG0051.The modeled gravity was interpolated from observed gravity values.
 QG0051
 QG0051;                    North         East    Units  Estimated Accuracy
 QG0051;SPC ME E     -   205,480.      311,570.      MT  (+/- 180 meters Scaled)
 QG0051
 QG0051                          SUPERSEDED SURVEY CONTROL
 QG0051
 QG0051  NGVD 29 (??/??/92)   66.427  (m)          217.94   (f) ADJ UNCH    1 2
 QG0051
 QG0051.Superseded values are not recommended for survey control.
 QG0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0051.See file dsdata.txt to determine how the superseded data were derived.
 QG0051
 QG0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL506404(NAD 83)
 QG0051_MARKER: DB = BENCH MARK DISK
 QG0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0051_STAMPING: F 36 1935
 QG0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0051+STABILITY: SURFACE MOTION
 QG0051
 QG0051  HISTORY     - Date     Condition        Report By
 QG0051  HISTORY     - 1935     MONUMENTED       CGS
 QG0051  HISTORY     - 1942     GOOD             NGS
 QG0051  HISTORY     - 1978     GOOD             NGS
 QG0051  HISTORY     - 1978     GOOD             NGS
 QG0051  HISTORY     - 1978     GOOD             NGS
 QG0051  HISTORY     - 19910605 MARK NOT FOUND   USPSQD
 QG0051
 QG0051                          STATION DESCRIPTION
 QG0051
 QG0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 QG0051'AT MATTAWAMKEAG.
 QG0051'BENCH MARK IS ALONG THE MAINE CENTRAL RAILROAD AT THE STATION AT
 QG0051'MATTAWAMKEAG, IT IS 52.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 QG0051'THE RAILROAD STATION, 22.5 FEET NORTHWEST OF AND ABOUT THE SAME
 QG0051'ELEVATION AS THE CENTERLINE OF THE MOST NORTHWESTERLY TRACK AND 4.0
 QG0051'FEET NORTHEAST OF A POWER LINE POLE.  A DISK SET IN CONCRETE POST
 QG0051'FLUSH WITH TOP OF GROUND.
 QG0051
 QG0051                          STATION RECOVERY (1978)
 QG0051
 QG0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0051'RECOVERED IN GOOD CONDITION.
 QG0051
 QG0051                          STATION RECOVERY (1978)
 QG0051
 QG0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0051'RECOVERED IN GOOD CONDITION.
 QG0051
 QG0051                          STATION RECOVERY (1978)
 QG0051
 QG0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0051'RECOVERED IN GOOD CONDITION.
 QG0051
 QG0051                          STATION RECOVERY (1991)
 QG0051
 QG0051'RECOVERY NOTE BY US POWER SQUADRON 1991 (ELG)
 QG0051'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0793 ***********************************************************************
 PE0793  DESIGNATION -  F 37
 PE0793  PID         -  PE0793
 PE0793  STATE/COUNTY-  ME/WALDO
 PE0793  USGS QUAD   -  UNITY (1982)
 PE0793
 PE0793                         *CURRENT SURVEY CONTROL
 PE0793  ___________________________________________________________________
 PE0793* NAD 83(1986)-  44 34 11.     (N)    069 15 35.     (W)     SCALED    
 PE0793* NAVD 88     -        84.467  (meters)     277.12   (feet)  ADJUSTED  
 PE0793  ___________________________________________________________________
 PE0793  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 PE0793  DYNAMIC HT  -          84.461 (meters)     277.10  (feet)  COMP
 PE0793  MODELED GRAV-     980,541.0   (mgal)                       NAVD 88
 PE0793
 PE0793  VERT ORDER  -  SECOND    CLASS 0
 PE0793
 PE0793.The horizontal coordinates were scaled from a topographic map and have
 PE0793.an estimated accuracy of +/- 6 seconds.
 PE0793
 PE0793.The orthometric height was determined by differential leveling
 PE0793.and adjusted by the National Geodetic Survey in June 1991..
 PE0793
 PE0793.The geoid height was determined by GEOID03.
 PE0793
 PE0793.The dynamic height is computed by dividing the NAVD 88
 PE0793.geopotential number by the normal gravity value computed on the
 PE0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0793.degrees latitude (g = 980.6199 gals.).
 PE0793
 PE0793.The modeled gravity was interpolated from observed gravity values.
 PE0793
 PE0793;                    North         East    Units  Estimated Accuracy
 PE0793;SPC ME E     -   100,610.      239,660.      MT  (+/- 180 meters Scaled)
 PE0793
 PE0793                          SUPERSEDED SURVEY CONTROL
 PE0793
 PE0793  NGVD 29 (??/??/92)   84.675  (m)          277.80   (f) ADJ UNCH    2 0
 PE0793
 PE0793.Superseded values are not recommended for survey control.
 PE0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0793.See file dsdata.txt to determine how the superseded data were derived.
 PE0793
 PE0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK793351(NAD 83)
 PE0793_MARKER: DB = BENCH MARK DISK
 PE0793_SETTING: 80 = SET IN A BOULDER
 PE0793_SP_SET: BOULDER
 PE0793_STAMPING: F 37 1935
 PE0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0793+STABILITY: SURFACE MOTION
 PE0793
 PE0793  HISTORY     - Date     Condition        Report By
 PE0793  HISTORY     - 1935     MONUMENTED       CGS
 PE0793
 PE0793                          STATION DESCRIPTION
 PE0793
 PE0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE0793'1.2 MI SE FROM THORNDIKE.
 PE0793'1.2 MILES SOUTHEAST ALONG THE BELFAST AND MOOSEHEAD LAKE RAILROAD
 PE0793'FROM THE STATION AT THORNDIKE, WALDO COUNTY, ABOUT 0.2 MILE
 PE0793'NORTHWEST OF MILEPOST B 20, ABOUT 72 FEET SOUTHEAST OF A 5- BY
 PE0793'6-FOOT STONE CULVERT, 15.8 FEET SOUTHWEST OF THE SOUTHWEST
 PE0793'RAIL, IN THE TOP OF A LARGE BOULDER, AND ABOUT 2 FEET LOWER
 PE0793'THAN THE TRACK.  A STANDARD DISK, STAMPED F 37 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0496 ***********************************************************************
 PE0496  DESIGNATION -  F 38
 PE0496  PID         -  PE0496
 PE0496  STATE/COUNTY-  ME/PENOBSCOT
 PE0496  USGS QUAD   -  CHEMO POND (1970)
 PE0496
 PE0496                         *CURRENT SURVEY CONTROL
 PE0496  ___________________________________________________________________
 PE0496* NAD 83(1986)-  44 47 44.     (N)    068 35 26.     (W)     SCALED    
 PE0496* NAVD 88     -        79.761  (meters)     261.68   (feet)  ADJUSTED  
 PE0496  ___________________________________________________________________
 PE0496  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 PE0496  DYNAMIC HT  -          79.757 (meters)     261.67  (feet)  COMP
 PE0496  MODELED GRAV-     980,567.4   (mgal)                       NAVD 88
 PE0496
 PE0496  VERT ORDER  -  SECOND    CLASS 0
 PE0496
 PE0496.The horizontal coordinates were scaled from a topographic map and have
 PE0496.an estimated accuracy of +/- 6 seconds.
 PE0496
 PE0496.The orthometric height was determined by differential leveling
 PE0496.and adjusted by the National Geodetic Survey in June 1991..
 PE0496
 PE0496.The geoid height was determined by GEOID03.
 PE0496
 PE0496.The dynamic height is computed by dividing the NAVD 88
 PE0496.geopotential number by the normal gravity value computed on the
 PE0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0496.degrees latitude (g = 980.6199 gals.).
 PE0496
 PE0496.The modeled gravity was interpolated from observed gravity values.
 PE0496
 PE0496;                    North         East    Units  Estimated Accuracy
 PE0496;SPC ME E     -   125,430.      292,840.      MT  (+/- 180 meters Scaled)
 PE0496
 PE0496                          SUPERSEDED SURVEY CONTROL
 PE0496
 PE0496  NGVD 29 (??/??/92)   79.963  (m)          262.35   (f) ADJ UNCH    2 0
 PE0496
 PE0496.Superseded values are not recommended for survey control.
 PE0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0496.See file dsdata.txt to determine how the superseded data were derived.
 PE0496
 PE0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK323603(NAD 83)
 PE0496_MARKER: DB = BENCH MARK DISK
 PE0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0496_STAMPING: F 38 1935
 PE0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0496+STABILITY: SURFACE MOTION
 PE0496
 PE0496  HISTORY     - Date     Condition        Report By
 PE0496  HISTORY     - 1935     MONUMENTED       CGS
 PE0496  HISTORY     - 1953     GOOD             NGS
 PE0496
 PE0496                          STATION DESCRIPTION
 PE0496
 PE0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 PE0496'0.4 MI NW FROM EAST EDDINGTON.
 PE0496'0.45 MILE NORTHWEST ALONG STATE HIGHWAY 9 FROM THE JUNCTION OF
 PE0496'STATE HIGHWAY 175 AT EAST EDDINGTON, ABOUT 0.3 MILE NORTHWEST OF
 PE0496'THE SCHOOL AT EAST EDDINGTON, 29 FEET NORTHEAST OF CENTER LINE
 PE0496'OF HIGHWAY, 5 FEET EAST OF COMBINATION POWER AND TELEPHONE
 PE0496'POLE NOS. BHE-BE-269 AND 7-15C RESPECITIVELY FROM WHICH THE
 PE0496'POWER LINE CROSSES THE HIGHWAY TO THE WEST, 39 FEET NORTHWEST
 PE0496'AND SOUTHWEST END OF A HEDGE ROW ALONG THE NORTHWEST SIDE OF
 PE0496'LAWN OF A SMALL HOUSE, 51 1/2 FEET EAST-NORTHEAST AND ACROSS
 PE0496'HIGHWAY FROM CITY LIMIT SIGN EAST EDDINGTON, ABOUT 1 FOOT
 PE0496'ABOVE LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 PE0496'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0170 ***********************************************************************
 PE0170  DESIGNATION -  F 39
 PE0170  PID         -  PE0170
 PE0170  STATE/COUNTY-  ME/HANCOCK
 PE0170  USGS QUAD   -  ROCKY POND (1987)
 PE0170
 PE0170                         *CURRENT SURVEY CONTROL
 PE0170  ___________________________________________________________________
 PE0170* NAD 83(1986)-  44 50 24.     (N)    068 09 28.     (W)     SCALED    
 PE0170* NAVD 88     -       145.589  (meters)     477.65   (feet)  ADJUSTED  
 PE0170  ___________________________________________________________________
 PE0170  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 PE0170  DYNAMIC HT  -         145.580 (meters)     477.62  (feet)  COMP
 PE0170  MODELED GRAV-     980,552.8   (mgal)                       NAVD 88
 PE0170
 PE0170  VERT ORDER  -  SECOND    CLASS 0
 PE0170
 PE0170.The horizontal coordinates were scaled from a topographic map and have
 PE0170.an estimated accuracy of +/- 6 seconds.
 PE0170
 PE0170.The orthometric height was determined by differential leveling
 PE0170.and adjusted by the National Geodetic Survey in June 1991..
 PE0170
 PE0170.The geoid height was determined by GEOID03.
 PE0170
 PE0170.The dynamic height is computed by dividing the NAVD 88
 PE0170.geopotential number by the normal gravity value computed on the
 PE0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0170.degrees latitude (g = 980.6199 gals.).
 PE0170
 PE0170.The modeled gravity was interpolated from observed gravity values.
 PE0170
 PE0170;                    North         East    Units  Estimated Accuracy
 PE0170;SPC ME E     -   130,420.      327,060.      MT  (+/- 180 meters Scaled)
 PE0170
 PE0170                          SUPERSEDED SURVEY CONTROL
 PE0170
 PE0170  NGVD 29 (??/??/92)  145.778  (m)          478.27   (f) ADJ UNCH    2 0
 PE0170
 PE0170.Superseded values are not recommended for survey control.
 PE0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0170.See file dsdata.txt to determine how the superseded data were derived.
 PE0170
 PE0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK665655(NAD 83)
 PE0170_MARKER: DB = BENCH MARK DISK
 PE0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0170_STAMPING: F 39 1935
 PE0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0170+STABILITY: SURFACE MOTION
 PE0170
 PE0170  HISTORY     - Date     Condition        Report By
 PE0170  HISTORY     - 1935     MONUMENTED       CGS
 PE0170
 PE0170                          STATION DESCRIPTION
 PE0170
 PE0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE0170'5.7 MI W FROM BEDDINGTON.
 PE0170'IN HANCOCK COUNTY, 5.7 MILES WEST ALONG STATE HIGHWAY 9 FROM THE
 PE0170'POST OFFICE AT BEDDINGTON, WASHINGTON COUNTY, AT THE TOP OF A
 PE0170'HILL, AT A GROUP OF FARM BUILDINGS, IN THE SOUTHEAST CORNER OF AN
 PE0170'APPLE ORCHARD, 15.5 FEET WEST OF A SMALL FARM BUILDING, AND 27
 PE0170'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK,
 PE0170'STAMPED F 39 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PE0170'5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0162 ***********************************************************************
 PF0162  DESIGNATION -  F 4
 PF0162  PID         -  PF0162
 PF0162  STATE/COUNTY-  ME/OXFORD
 PF0162  USGS QUAD   -  BRYANT POND (1989)
 PF0162
 PF0162                         *CURRENT SURVEY CONTROL
 PF0162  ___________________________________________________________________
 PF0162* NAD 83(1986)-  44 24 39.     (N)    070 43 53.     (W)     SCALED    
 PF0162* NAVD 88     -       210.116  (meters)     689.36   (feet)  ADJUSTED  
 PF0162  ___________________________________________________________________
 PF0162  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 PF0162  DYNAMIC HT  -         210.090 (meters)     689.27  (feet)  COMP
 PF0162  MODELED GRAV-     980,486.4   (mgal)                       NAVD 88
 PF0162
 PF0162  VERT ORDER  -  FIRST     CLASS II
 PF0162
 PF0162.The horizontal coordinates were scaled from a topographic map and have
 PF0162.an estimated accuracy of +/- 6 seconds.
 PF0162
 PF0162.The orthometric height was determined by differential leveling
 PF0162.and adjusted by the National Geodetic Survey in June 1991..
 PF0162
 PF0162.The geoid height was determined by GEOID03.
 PF0162
 PF0162.The dynamic height is computed by dividing the NAVD 88
 PF0162.geopotential number by the normal gravity value computed on the
 PF0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0162.degrees latitude (g = 980.6199 gals.).
 PF0162
 PF0162.The modeled gravity was interpolated from observed gravity values.
 PF0162
 PF0162;                    North         East    Units  Estimated Accuracy
 PF0162;SPC ME W     -   175,420.      855,020.      MT  (+/- 180 meters Scaled)
 PF0162
 PF0162                          SUPERSEDED SURVEY CONTROL
 PF0162
 PF0162  NGVD 29 (??/??/92)  210.288  (m)          689.92   (f) ADJ UNCH    1 2
 PF0162
 PF0162.Superseded values are not recommended for survey control.
 PF0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0162.See file dsdata.txt to determine how the superseded data were derived.
 PF0162
 PF0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK621189(NAD 83)
 PF0162_MARKER: DB = BENCH MARK DISK
 PF0162_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PF0162_SP_SET: ABUTMENT
 PF0162_STAMPING: F 4 1922
 PF0162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0162
 PF0162  HISTORY     - Date     Condition        Report By
 PF0162  HISTORY     - 1922     MONUMENTED       CGS
 PF0162  HISTORY     - 1934     GOOD             NGS
 PF0162  HISTORY     - 1978     GOOD             NGS
 PF0162
 PF0162                          STATION DESCRIPTION
 PF0162
 PF0162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PF0162'3.2 MI E FROM BETHEL.
 PF0162'3.2 MILES EAST ALONG THE GRAND TRUNK RAILWAY FROM BETHEL, OXFORD
 PF0162'COUNTY, 1.7 MILES NORTHWEST OF LOCKE MILLS, AT A STEEL GIRDER
 PF0162'BRIDGE OVER ALDER RIVER, IN THE TOP OF THE WEST END OF THE NORTH
 PF0162'ABUTMENT, AND 9 FEET WEST OF THE WEST RAIL.
 PF0162
 PF0162                          STATION RECOVERY (1978)
 PF0162
 PF0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PF0162'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0050 ***********************************************************************
 QF0050  DESIGNATION -  F 41
 QF0050  PID         -  QF0050
 QF0050  STATE/COUNTY-  ME/WASHINGTON
 QF0050  USGS QUAD   -  MEDDYBEMPS LAKE WEST (1987)
 QF0050
 QF0050                         *CURRENT SURVEY CONTROL
 QF0050  ___________________________________________________________________
 QF0050* NAD 83(1986)-  45 06 58.     (N)    067 22 46.     (W)     SCALED    
 QF0050* NAVD 88     -        51.254  (meters)     168.16   (feet)  ADJUSTED  
 QF0050  ___________________________________________________________________
 QF0050  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 QF0050  DYNAMIC HT  -          51.254 (meters)     168.16  (feet)  COMP
 QF0050  MODELED GRAV-     980,604.6   (mgal)                       NAVD 88
 QF0050
 QF0050  VERT ORDER  -  SECOND    CLASS 0
 QF0050
 QF0050.The horizontal coordinates were scaled from a topographic map and have
 QF0050.an estimated accuracy of +/- 6 seconds.
 QF0050
 QF0050.The orthometric height was determined by differential leveling
 QF0050.and adjusted by the National Geodetic Survey in June 1991..
 QF0050
 QF0050.The geoid height was determined by GEOID03.
 QF0050
 QF0050.The dynamic height is computed by dividing the NAVD 88
 QF0050.geopotential number by the normal gravity value computed on the
 QF0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0050.degrees latitude (g = 980.6199 gals.).
 QF0050
 QF0050.The modeled gravity was interpolated from observed gravity values.
 QF0050
 QF0050;                    North         East    Units  Estimated Accuracy
 QF0050;SPC ME E     -   161,660.      388,170.      MT  (+/- 180 meters Scaled)
 QF0050
 QF0050                          SUPERSEDED SURVEY CONTROL
 QF0050
 QF0050.No superseded survey control is available for this station.
 QF0050
 QF0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK274971(NAD 83)
 QF0050_MARKER: DB = BENCH MARK DISK
 QF0050_SETTING: 66 = SET IN ROCK OUTCROP
 QF0050_SP_SET: ROCK OUTCROP
 QF0050_STAMPING: F 41 1935
 QF0050_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0050+STABILITY: POSITION/ELEVATION WELL
 QF0050
 QF0050  HISTORY     - Date     Condition        Report By
 QF0050  HISTORY     - 1935     MONUMENTED       CGS
 QF0050  HISTORY     - 1946     MARK NOT FOUND   NGS
 QF0050
 QF0050                          STATION DESCRIPTION
 QF0050
 QF0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QF0050'6.3 MI E FROM ALEXANDER.
 QF0050'6.3 MILES EAST ALONG STATE HIGHWAY 9 FROM THE JUNCTION OF A ROAD
 QF0050'LEADING TO SOUTH PRINCETON NEAR ALEXANDER, WASHINGTON COUNTY,
 QF0050'AT RYAN SCHOOL, 67 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 QF0050'23 FEET WEST OF THE NORTHWEST CORNER OF THE SCHOOLHOUSE, AND IN
 QF0050'THE TOP OF A ROCK OUTCROP.  A STANDARD DISK, STAMPED F 41 1935.
 QF0050
 QF0050                          STATION RECOVERY (1946)
 QF0050
 QF0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 QF0050'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0115 ***********************************************************************
 RE0115  DESIGNATION -  F 43
 RE0115  PID         -  RE0115
 RE0115  STATE/COUNTY-  ME/AROOSTOOK
 RE0115  USGS QUAD   -  EASTON CENTER (1984)
 RE0115
 RE0115                         *CURRENT SURVEY CONTROL
 RE0115  ___________________________________________________________________
 RE0115* NAD 83(1986)-  46 42 10.     (N)    067 51 46.     (W)     SCALED    
 RE0115* NAVD 88     -       199.306  (meters)     653.89   (feet)  ADJUSTED  
 RE0115  ___________________________________________________________________
 RE0115  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 RE0115  DYNAMIC HT  -         199.326 (meters)     653.96  (feet)  COMP
 RE0115  MODELED GRAV-     980,709.2   (mgal)                       NAVD 88
 RE0115
 RE0115  VERT ORDER  -  SECOND    CLASS 0
 RE0115
 RE0115.The horizontal coordinates were scaled from a topographic map and have
 RE0115.an estimated accuracy of +/- 6 seconds.
 RE0115
 RE0115.The orthometric height was determined by differential leveling
 RE0115.and adjusted by the National Geodetic Survey in June 1991..
 RE0115
 RE0115.The geoid height was determined by GEOID03.
 RE0115
 RE0115.The dynamic height is computed by dividing the NAVD 88
 RE0115.geopotential number by the normal gravity value computed on the
 RE0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0115.degrees latitude (g = 980.6199 gals.).
 RE0115
 RE0115.The modeled gravity was interpolated from observed gravity values.
 RE0115
 RE0115;                    North         East    Units  Estimated Accuracy
 RE0115;SPC ME E     -   337,580.      348,730.      MT  (+/- 180 meters Scaled)
 RE0115
 RE0115                          SUPERSEDED SURVEY CONTROL
 RE0115
 RE0115  NGVD 29 (??/??/92)  199.512  (m)          654.57   (f) ADJ UNCH    2 0
 RE0115
 RE0115.Superseded values are not recommended for survey control.
 RE0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0115.See file dsdata.txt to determine how the superseded data were derived.
 RE0115
 RE0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM869727(NAD 83)
 RE0115_MARKER: DB = BENCH MARK DISK
 RE0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RE0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RE0115_STAMPING: F 43 1935
 RE0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RE0115+STABILITY: SURFACE MOTION
 RE0115
 RE0115  HISTORY     - Date     Condition        Report By
 RE0115  HISTORY     - 1935     MONUMENTED       CGS
 RE0115
 RE0115                          STATION DESCRIPTION
 RE0115
 RE0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RE0115'0.4 MI NE FROM FAIRMOUNT.
 RE0115'ABOUT 0.4 MILE NORTHEAST ALONG THE BANGOR AND AROOSTOOK
 RE0115'RAILROAD FROM THE STATION AT FAIRMOUNT, AROOSTOOK COUNTY, 38 FEET
 RE0115'NORTH OF THE CENTER OF A ROAD CROSSING, 28 FEET EAST OF THE
 RE0115'EAST RAIL, AND 15 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A
 RE0115'STANDARD DISK, STAMPED F 43 1935 AND SET IN THE TOP OF A CONCRETE
 RE0115'POST PROJECTING ABOUT 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1154 ***********************************************************************
 PE1154  DESIGNATION -  F 44
 PE1154  PID         -  PE1154
 PE1154  STATE/COUNTY-  ME/KENNEBEC
 PE1154  USGS QUAD   -  WINTHROP (1980)
 PE1154
 PE1154                         *CURRENT SURVEY CONTROL
 PE1154  ___________________________________________________________________
 PE1154* NAD 83(1986)-  44 19 26.     (N)    069 52 36.     (W)     SCALED    
 PE1154* NAVD 88     -        66.230  (meters)     217.29   (feet)  ADJUSTED  
 PE1154  ___________________________________________________________________
 PE1154  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 PE1154  DYNAMIC HT  -          66.224 (meters)     217.27  (feet)  COMP
 PE1154  MODELED GRAV-     980,532.9   (mgal)                       NAVD 88
 PE1154
 PE1154  VERT ORDER  -  SECOND    CLASS 0
 PE1154
 PE1154.The horizontal coordinates were scaled from a topographic map and have
 PE1154.an estimated accuracy of +/- 6 seconds.
 PE1154
 PE1154.The orthometric height was determined by differential leveling
 PE1154.and adjusted by the National Geodetic Survey in June 1991..
 PE1154
 PE1154.The geoid height was determined by GEOID03.
 PE1154
 PE1154.The dynamic height is computed by dividing the NAVD 88
 PE1154.geopotential number by the normal gravity value computed on the
 PE1154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1154.degrees latitude (g = 980.6199 gals.).
 PE1154
 PE1154.The modeled gravity was interpolated from observed gravity values.
 PE1154
 PE1154;                    North         East    Units  Estimated Accuracy
 PE1154;SPC ME W     -   165,640.      923,130.      MT  (+/- 180 meters Scaled)
 PE1154
 PE1154                          SUPERSEDED SURVEY CONTROL
 PE1154
 PE1154  NGVD 29 (??/??/92)   66.443  (m)          217.99   (f) ADJ UNCH    2 0
 PE1154
 PE1154.Superseded values are not recommended for survey control.
 PE1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1154.See file dsdata.txt to determine how the superseded data were derived.
 PE1154
 PE1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK300082(NAD 83)
 PE1154_MARKER: DB = BENCH MARK DISK
 PE1154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1154_STAMPING: F 44 1935
 PE1154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1154+STABILITY: SURFACE MOTION
 PE1154
 PE1154  HISTORY     - Date     Condition        Report By
 PE1154  HISTORY     - 1935     MONUMENTED       CGS
 PE1154  HISTORY     - 1941     GOOD             NGS
 PE1154  HISTORY     - 1974     MARK NOT FOUND   USGS
 PE1154
 PE1154                          STATION DESCRIPTION
 PE1154
 PE1154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 PE1154'4.9 MI W FROM AUGUSTA.
 PE1154'4.9 MILES WEST ALONG STATE HIGHWAY 100 FROM THE STATE CAPITOL
 PE1154'AT AUGUSTA, KENNEBEC COUNTY, 0.2 MILE EAST OF THE
 PE1154'WINTHROP-MANCHESTER TOWN LINE, 130 YARDS WEST OF A TYDOL SERVICE
 PE1154'STATION, 100 YARDS WEST OF THE WEST END OF A CURVE, 60 YARDS
 PE1154'EAST OF THE EAST END OF A SMALL CULTIVATED FIELD, 50.5 FEET
 PE1154'EAST OF A POWER PIPE TOWER, 42 FEET NORTHEAST OF THE CENTERLINE
 PE1154'OF THE HIGHWAY, AND 24 FEET EAST OF A MAPLE TREE.  A STANDARD
 PE1154'DISK, STAMPED F 44 1935 AND SET IN THE TOP OF A CONCRETE POST
 PE1154'PROJECTING 4 INCHES ABOVE GROUND.  NOTE-- HIGHWAY WINDENING HAS
 PE1154'LESSENED DISTANCES OF MARK FROM CENTERLINE OF ROAD.  TYDOL
 PE1154'STATION GONE.
 PE1154
 PE1154                          STATION RECOVERY (1974)
 PE1154
 PE1154'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 PE1154'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1240 ***********************************************************************
 PE1240  DESIGNATION -  F 45
 PE1240  PID         -  PE1240
 PE1240  STATE/COUNTY-  ME/LINCOLN
 PE1240  USGS QUAD   -  NORTH WHITEFIELD (1979)
 PE1240
 PE1240                         *CURRENT SURVEY CONTROL
 PE1240  ___________________________________________________________________
 PE1240* NAD 83(1986)-  44 13 30.     (N)    069 36 23.     (W)     SCALED    
 PE1240* NAVD 88     -        50.900  (meters)     166.99   (feet)  ADJUSTED  
 PE1240  ___________________________________________________________________
 PE1240  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 PE1240  DYNAMIC HT  -          50.895 (meters)     166.98  (feet)  COMP
 PE1240  MODELED GRAV-     980,521.3   (mgal)                       NAVD 88
 PE1240
 PE1240  VERT ORDER  -  SECOND    CLASS 0
 PE1240
 PE1240.The horizontal coordinates were scaled from a topographic map and have
 PE1240.an estimated accuracy of +/- 6 seconds.
 PE1240
 PE1240.The orthometric height was determined by differential leveling
 PE1240.and adjusted by the National Geodetic Survey in June 1991..
 PE1240
 PE1240.The geoid height was determined by GEOID03.
 PE1240
 PE1240.The dynamic height is computed by dividing the NAVD 88
 PE1240.geopotential number by the normal gravity value computed on the
 PE1240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1240.degrees latitude (g = 980.6199 gals.).
 PE1240
 PE1240.The modeled gravity was interpolated from observed gravity values.
 PE1240
 PE1240;                    North         East    Units  Estimated Accuracy
 PE1240;SPC ME W     -   154,770.      944,770.      MT  (+/- 180 meters Scaled)
 PE1240
 PE1240                          SUPERSEDED SURVEY CONTROL
 PE1240
 PE1240  NGVD 29 (??/??/92)   51.11   (m)          167.7    (f) COMPUTED    2 0
 PE1240
 PE1240.Superseded values are not recommended for survey control.
 PE1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1240.See file dsdata.txt to determine how the superseded data were derived.
 PE1240
 PE1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ515970(NAD 83)
 PE1240_MARKER: DB = BENCH MARK DISK
 PE1240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1240_STAMPING: F-45 1935
 PE1240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1240+STABILITY: SURFACE MOTION
 PE1240
 PE1240  HISTORY     - Date     Condition        Report By
 PE1240  HISTORY     - 1935     MONUMENTED       CGS
 PE1240
 PE1240                          STATION DESCRIPTION
 PE1240
 PE1240'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE1240'0.9 MI NW FROM NORTH WHITEFIELD.
 PE1240'F-45 IS LOCATED 0.9 MILE NORTHWEST OF THE JUNCTION OF STATE
 PE1240'HIGHWAYS 218 AND 216 AT NORTH WHITEFIELD, 75 FT. SOUTH OF
 PE1240'CENTERLINE OF SOUTHEAST FORK OF HIGHWAY 218 AT JUNCTION OF
 PE1240'HIGHWAYS 218 AND 126, 50 FT. NORTHWEST OF NORTHWEST END OF 7 FT.
 PE1240'HIGHWAY CUT, 28 FT. SOUTHWEST OF CENTERLINE OF HIGHWAY, 15 FT.
 PE1240'SOUTHWEST OF SOUTHWEST END OF CONCRETE CULVERT, 2 FT. NORTHWEST
 PE1240'OF TELEPHONE POLE NO. 218.  STANDARD TABLET SET IN CONCRETE POST
 PE1240'2 IN HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1241 ***********************************************************************
 PE1241  DESIGNATION -  F 45 RESET 1961
 PE1241  PID         -  PE1241
 PE1241  STATE/COUNTY-  ME/LINCOLN
 PE1241  USGS QUAD   -  NORTH WHITEFIELD (1979)
 PE1241
 PE1241                         *CURRENT SURVEY CONTROL
 PE1241  ___________________________________________________________________
 PE1241* NAD 83(1986)-  44 13 30.     (N)    069 36 23.     (W)     SCALED    
 PE1241* NAVD 88     -        54.25   (meters)     178.0    (feet)  RESET     
 PE1241  ___________________________________________________________________
 PE1241  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 PE1241
 PE1241  VERT ORDER  -  THIRD
 PE1241
 PE1241.The horizontal coordinates were scaled from a topographic map and have
 PE1241.an estimated accuracy of +/- 6 seconds.
 PE1241
 PE1241.The orthometric height was computed from unverified reset data.
 PE1241
 PE1241.The geoid height was determined by GEOID03.
 PE1241
 PE1241;                    North         East    Units  Estimated Accuracy
 PE1241;SPC ME W     -   154,770.      944,770.      MT  (+/- 180 meters Scaled)
 PE1241
 PE1241                          SUPERSEDED SURVEY CONTROL
 PE1241
 PE1241  NGVD 29 (??/??/??)   54.46   (m)          178.7    (f) RESET       3  
 PE1241
 PE1241.Superseded values are not recommended for survey control.
 PE1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1241.See file dsdata.txt to determine how the superseded data were derived.
 PE1241
 PE1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ515970(NAD 83)
 PE1241_MARKER: DB = BENCH MARK DISK
 PE1241_SETTING: 66 = SET IN ROCK OUTCROP
 PE1241_SP_SET: ROCK LEDGE
 PE1241_STAMPING: F 45 RESET 1961
 PE1241_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1241+STABILITY: POSITION/ELEVATION WELL
 PE1241
 PE1241  HISTORY     - Date     Condition        Report By
 PE1241  HISTORY     - 1961     MONUMENTED       CGS
 PE1241
 PE1241                          STATION DESCRIPTION
 PE1241
 PE1241'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 PE1241'0.7 MI NW FROM NORTH WHITEFIELD.
 PE1241'THIS MARK IS LOCATED ABOUT 0.73 MILE NORTHWEST ALONG STATE
 PE1241'HIGHWAY 126 FROM THE JUNCTION OF STATE HIGHWAY 218 AT NORTH
 PE1241'WHITEFIELD, ABOUT 0.2 MILE SOUTHEAST OF THE CENTER OF THE
 PE1241'JUNCTION OF THE SO-CALLED KINGS MILLS ROAD AND STATE HIGHWAY 126,
 PE1241'ABOUT 105 FEET SOUTHWEST OF THE CENTERLINE OF THE NEWLY
 PE1241'RECONSTRUCTED STATE HIGHWAY 126 IN A SOLID LEDGE OUTCROP IN
 PE1241'FRONT OF A NEWLY BUILT BRICK SCHOOL BUILDING (BUILT 1959), AND
 PE1241'SET INTO A SOLID LEDGE OUTCROP.  NOTE-- IT IS RECOMMENDED THAT
 PE1241'THIS BENCH MARK BE CHECKED FROM A MORE RELIABLE SOURCE THAN
 PE1241'THE ORIGINAL MARK F 45 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1267 ***********************************************************************
 PE1267  DESIGNATION -  F 46
 PE1267  PID         -  PE1267
 PE1267  STATE/COUNTY-  ME/KENNEBEC
 PE1267  USGS QUAD   -  CHINA LAKE (1983)
 PE1267
 PE1267                         *CURRENT SURVEY CONTROL
 PE1267  ___________________________________________________________________
 PE1267* NAD 83(1986)-  44 27 01.     (N)    069 31 15.     (W)     SCALED    
 PE1267* NAVD 88     -        80.288  (meters)     263.41   (feet)  ADJUSTED  
 PE1267  ___________________________________________________________________
 PE1267  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 PE1267  DYNAMIC HT  -          80.282 (meters)     263.39  (feet)  COMP
 PE1267  MODELED GRAV-     980,537.1   (mgal)                       NAVD 88
 PE1267
 PE1267  VERT ORDER  -  SECOND    CLASS 0
 PE1267
 PE1267.The horizontal coordinates were scaled from a topographic map and have
 PE1267.an estimated accuracy of +/- 6 seconds.
 PE1267
 PE1267.The orthometric height was determined by differential leveling
 PE1267.and adjusted by the National Geodetic Survey in June 1991..
 PE1267
 PE1267.The geoid height was determined by GEOID03.
 PE1267
 PE1267.The dynamic height is computed by dividing the NAVD 88
 PE1267.geopotential number by the normal gravity value computed on the
 PE1267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1267.degrees latitude (g = 980.6199 gals.).
 PE1267
 PE1267.The modeled gravity was interpolated from observed gravity values.
 PE1267
 PE1267;                    North         East    Units  Estimated Accuracy
 PE1267;SPC ME W     -   179,850.      951,410.      MT  (+/- 180 meters Scaled)
 PE1267
 PE1267                          SUPERSEDED SURVEY CONTROL
 PE1267
 PE1267  NGVD 29 (??/??/92)   80.503  (m)          264.12   (f) ADJ UNCH    2 0
 PE1267
 PE1267.Superseded values are not recommended for survey control.
 PE1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1267.See file dsdata.txt to determine how the superseded data were derived.
 PE1267
 PE1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK585220(NAD 83)
 PE1267_MARKER: DB = BENCH MARK DISK
 PE1267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1267_STAMPING: F 46 1935
 PE1267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1267+STABILITY: SURFACE MOTION
 PE1267
 PE1267  HISTORY     - Date     Condition        Report By
 PE1267  HISTORY     - 1935     MONUMENTED       CGS
 PE1267  HISTORY     - 1956     MARK NOT FOUND   NGS
 PE1267  HISTORY     - 1979     MARK NOT FOUND   USGS
 PE1267
 PE1267                          STATION DESCRIPTION
 PE1267
 PE1267'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE1267'2.4 MI S FROM CHINA.
 PE1267'2.4 MILES SOUTH ALONG STATE HIGHWAY 9 FROM THE POST OFFICE AT
 PE1267'CHINA, KENNEBEC COUNTY, 8 POLES NORTHEAST OF THE NORTH SIDE OF
 PE1267'A SMALL CEMETERY, 115 FEET SOUTHWEST OF A FIELD FENCE, AT A CURVE,
 PE1267'28 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND OPPOSITE
 PE1267'A 5-FOOT LEDGE CUT.  A STANDARD DISK, STAMPED F 46 1935 AND
 PE1267'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 PE1267
 PE1267                          STATION RECOVERY (1956)
 PE1267
 PE1267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 PE1267'MARK NOT FOUND.
 PE1267
 PE1267                          STATION RECOVERY (1979)
 PE1267
 PE1267'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PE1267'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0916 ***********************************************************************
 PE0916  DESIGNATION -  F 47
 PE0916  PID         -  PE0916
 PE0916  STATE/COUNTY-  ME/KNOX
 PE0916  USGS QUAD   -  JEFFERSON (1979)
 PE0916
 PE0916                         *CURRENT SURVEY CONTROL
 PE0916  ___________________________________________________________________
 PE0916* NAD 83(1986)-  44 14 24.     (N)    069 22 50.     (W)     SCALED    
 PE0916* NAVD 88     -       100.879  (meters)     330.97   (feet)  ADJUSTED  
 PE0916  ___________________________________________________________________
 PE0916  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 PE0916  DYNAMIC HT  -         100.870 (meters)     330.94  (feet)  COMP
 PE0916  MODELED GRAV-     980,525.5   (mgal)                       NAVD 88
 PE0916
 PE0916  VERT ORDER  -  SECOND    CLASS 0
 PE0916
 PE0916.The horizontal coordinates were scaled from a topographic map and have
 PE0916.an estimated accuracy of +/- 6 seconds.
 PE0916
 PE0916.The orthometric height was determined by differential leveling
 PE0916.and adjusted by the National Geodetic Survey in June 1991..
 PE0916
 PE0916.The geoid height was determined by GEOID03.
 PE0916
 PE0916.The dynamic height is computed by dividing the NAVD 88
 PE0916.geopotential number by the normal gravity value computed on the
 PE0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0916.degrees latitude (g = 980.6199 gals.).
 PE0916
 PE0916.The modeled gravity was interpolated from observed gravity values.
 PE0916
 PE0916;                    North         East    Units  Estimated Accuracy
 PE0916;SPC ME E     -    64,080.      229,670.      MT  (+/- 180 meters Scaled)
 PE0916
 PE0916                          SUPERSEDED SURVEY CONTROL
 PE0916
 PE0916  NGVD 29 (??/??/92)  101.089  (m)          331.66   (f) ADJ UNCH    2 0
 PE0916
 PE0916.Superseded values are not recommended for survey control.
 PE0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0916.See file dsdata.txt to determine how the superseded data were derived.
 PE0916
 PE0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ696986(NAD 83)
 PE0916_MARKER: DB = BENCH MARK DISK
 PE0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0916_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0916_STAMPING: F 47 1935
 PE0916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0916+STABILITY: SURFACE MOTION
 PE0916
 PE0916  HISTORY     - Date     Condition        Report By
 PE0916  HISTORY     - 1935     MONUMENTED       CGS
 PE0916  HISTORY     - 1935     GOOD             NGS
 PE0916
 PE0916                          STATION DESCRIPTION
 PE0916
 PE0916'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PE0916'AT STICKNEY CORNER.
 PE0916'AT STICKNEY CORNER, KNOX COUNTY, ON STATE HIGHWAY 220, 6-1/2
 PE0916'POLES SOUTH OF THE CENTER OF THE INTERSECTION OF STATE HIGHWAY
 PE0916'17, ON A TANGENT OF THE NORTH EDGE OF AN OLD ROAD LEADING TO
 PE0916'ROCKLAND, 28 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 27.5
 PE0916'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL FARMHOUSE, AND
 PE0916'5.6 FEET NORTHWEST OF THE NORTHWEST EDGE OF A WELL.  A STANDARD
 PE0916'DISK, STAMPED F 47 1935 AND SET IN THE TOP OF A CONCRETE POST
 PE0916'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0848 ***********************************************************************
 PE0848  DESIGNATION -  F 48
 PE0848  PID         -  PE0848
 PE0848  STATE/COUNTY-  ME/WALDO
 PE0848  USGS QUAD   -  UNITY (1982)
 PE0848
 PE0848                         *CURRENT SURVEY CONTROL
 PE0848  ___________________________________________________________________
 PE0848* NAD 83(1986)-  44 31 22.     (N)    069 16 26.     (W)     SCALED    
 PE0848* NAVD 88     -       204.554  (meters)     671.11   (feet)  ADJUSTED  
 PE0848  ___________________________________________________________________
 PE0848  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 PE0848  DYNAMIC HT  -         204.538 (meters)     671.06  (feet)  COMP
 PE0848  MODELED GRAV-     980,537.7   (mgal)                       NAVD 88
 PE0848
 PE0848  VERT ORDER  -  SECOND    CLASS 0
 PE0848
 PE0848.The horizontal coordinates were scaled from a topographic map and have
 PE0848.an estimated accuracy of +/- 6 seconds.
 PE0848
 PE0848.The orthometric height was determined by differential leveling
 PE0848.and adjusted by the National Geodetic Survey in June 1991..
 PE0848
 PE0848.The geoid height was determined by GEOID03.
 PE0848
 PE0848.The dynamic height is computed by dividing the NAVD 88
 PE0848.geopotential number by the normal gravity value computed on the
 PE0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0848.degrees latitude (g = 980.6199 gals.).
 PE0848
 PE0848.The modeled gravity was interpolated from observed gravity values.
 PE0848
 PE0848;                    North         East    Units  Estimated Accuracy
 PE0848;SPC ME E     -    95,410.      238,480.      MT  (+/- 180 meters Scaled)
 PE0848
 PE0848                          SUPERSEDED SURVEY CONTROL
 PE0848
 PE0848  NGVD 29 (??/??/92)  204.765  (m)          671.80   (f) ADJ UNCH    2 0
 PE0848
 PE0848.Superseded values are not recommended for survey control.
 PE0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0848.See file dsdata.txt to determine how the superseded data were derived.
 PE0848
 PE0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK782299(NAD 83)
 PE0848_MARKER: DB = BENCH MARK DISK
 PE0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0848_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0848_STAMPING: F 48 1935
 PE0848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0848+STABILITY: SURFACE MOTION
 PE0848
 PE0848  HISTORY     - Date     Condition        Report By
 PE0848  HISTORY     - 1935     MONUMENTED       CGS
 PE0848
 PE0848                          STATION DESCRIPTION
 PE0848
 PE0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE0848'0.7 MI S FROM KNOX CORNERS.
 PE0848'0.7 MILE SOUTH ALONG STATE HIGHWAY 220 FROM THE INTERSECTION OF
 PE0848'STATE HIGHWAY 137 AT KNOX CORNERS, WALDO COUNTY, 1.0 MILE NORTH
 PE0848'OF HALLDALE, 42 YARDS NORTH OF A STONE WALL AT THE WEST SIDE OF
 PE0848'THE HIGHWAY, 74 FEET SOUTH OF THE SOUTH WALL OF A FARMHOUSE, AND
 PE0848'28 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 PE0848'STAMPED F 48 1935 AND SET IN THE TOP OF A CONCRETE POST FLUSH
 PE0848'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0969 ***********************************************************************
 PE0969  DESIGNATION -  F 49
 PE0969  PID         -  PE0969
 PE0969  STATE/COUNTY-  ME/WALDO
 PE0969  USGS QUAD   -  SEARSMONT (1988)
 PE0969
 PE0969                         *CURRENT SURVEY CONTROL
 PE0969  ___________________________________________________________________
 PE0969* NAD 83(1986)-  44 20 41.     (N)    069 12 05.     (W)     SCALED    
 PE0969* NAVD 88     -        87.376  (meters)     286.67   (feet)  ADJUSTED  
 PE0969  ___________________________________________________________________
 PE0969  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 PE0969  DYNAMIC HT  -          87.369 (meters)     286.64  (feet)  COMP
 PE0969  MODELED GRAV-     980,536.0   (mgal)                       NAVD 88
 PE0969
 PE0969  VERT ORDER  -  SECOND    CLASS 0
 PE0969
 PE0969.The horizontal coordinates were scaled from a topographic map and have
 PE0969.an estimated accuracy of +/- 6 seconds.
 PE0969
 PE0969.The orthometric height was determined by differential leveling
 PE0969.and adjusted by the National Geodetic Survey in June 1991..
 PE0969
 PE0969.The geoid height was determined by GEOID03.
 PE0969
 PE0969.The dynamic height is computed by dividing the NAVD 88
 PE0969.geopotential number by the normal gravity value computed on the
 PE0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0969.degrees latitude (g = 980.6199 gals.).
 PE0969
 PE0969.The modeled gravity was interpolated from observed gravity values.
 PE0969
 PE0969;                    North         East    Units  Estimated Accuracy
 PE0969;SPC ME E     -    75,570.      244,080.      MT  (+/- 180 meters Scaled)
 PE0969
 PE0969                          SUPERSEDED SURVEY CONTROL
 PE0969
 PE0969  NGVD 29 (??/??/92)   87.591  (m)          287.37   (f) ADJ UNCH    2 0
 PE0969
 PE0969.Superseded values are not recommended for survey control.
 PE0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0969.See file dsdata.txt to determine how the superseded data were derived.
 PE0969
 PE0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK839101(NAD 83)
 PE0969_MARKER: DB = BENCH MARK DISK
 PE0969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0969_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0969_STAMPING: F 49 1935
 PE0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0969+STABILITY: SURFACE MOTION
 PE0969
 PE0969  HISTORY     - Date     Condition        Report By
 PE0969  HISTORY     - 1935     MONUMENTED       CGS
 PE0969
 PE0969                          STATION DESCRIPTION
 PE0969
 PE0969'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE0969'1.2 MI SW FROM SEARSMONT.
 PE0969'1.2 MILES SOUTHWEST ALONG STATE HIGHWAY 131 FROM A ROAD CROSSING
 PE0969'AT SEARSMONT, WALDO COUNTY, OPPOSITE A FILL, 35 FEET SOUTHEAST
 PE0969'OF THE CENTERLINE OF THE HIGHWAY, AT THE NORTH CORNER OF A SMALL
 PE0969'GRASS LOT, AND 6 FEET SOUTH OF THE ROCK FENCE.  A STANDARD
 PE0969'DISK, STAMPED F 49 1935 AND SET IN THE TOP OF A CONCRETE POST
 PE0969'PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0042 ***********************************************************************
 OC0042  DESIGNATION -  F 5
 OC0042  PID         -  OC0042
 OC0042  STATE/COUNTY-  ME/CUMBERLAND
 OC0042  USGS QUAD   -  YARMOUTH (1975)
 OC0042
 OC0042                         *CURRENT SURVEY CONTROL
 OC0042  ___________________________________________________________________
 OC0042* NAD 83(1986)-  43 48 39.     (N)    070 12 01.     (W)     SCALED    
 OC0042* NAVD 88     -        27.749  (meters)      91.04   (feet)  ADJUSTED  
 OC0042  ___________________________________________________________________
 OC0042  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 OC0042  DYNAMIC HT  -          27.746 (meters)      91.03  (feet)  COMP
 OC0042  MODELED GRAV-     980,504.9   (mgal)                       NAVD 88
 OC0042
 OC0042  VERT ORDER  -  FIRST     CLASS I
 OC0042
 OC0042.The horizontal coordinates were scaled from a topographic map and have
 OC0042.an estimated accuracy of +/- 6 seconds.
 OC0042
 OC0042.The orthometric height was determined by differential leveling
 OC0042.and adjusted by the National Geodetic Survey in June 1991..
 OC0042
 OC0042.The geoid height was determined by GEOID03.
 OC0042
 OC0042.The dynamic height is computed by dividing the NAVD 88
 OC0042.geopotential number by the normal gravity value computed on the
 OC0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0042.degrees latitude (g = 980.6199 gals.).
 OC0042
 OC0042.The modeled gravity was interpolated from observed gravity values.
 OC0042
 OC0042;                    North         East    Units  Estimated Accuracy
 OC0042;SPC ME W     -   108,600.      897,300.      MT  (+/- 180 meters Scaled)
 OC0042
 OC0042                          SUPERSEDED SURVEY CONTROL
 OC0042
 OC0042  NGVD 29 (??/??/92)   27.947  (m)           91.69   (f) ADJ UNCH    1 1
 OC0042
 OC0042.Superseded values are not recommended for survey control.
 OC0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0042.See file dsdata.txt to determine how the superseded data were derived.
 OC0042
 OC0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ034515(NAD 83)
 OC0042_MARKER: DD = SURVEY DISK
 OC0042_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC0042_SP_SET: ABUTMENT
 OC0042_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC0042
 OC0042  HISTORY     - Date     Condition        Report By
 OC0042  HISTORY     - UNK      MONUMENTED       USGS
 OC0042  HISTORY     - 1966     GOOD             NGS
 OC0042  HISTORY     - 1976     GOOD             NGS
 OC0042
 OC0042                          STATION DESCRIPTION
 OC0042
 OC0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 OC0042'0.4 MI SW FROM YARMOUTH JUNCTION.
 OC0042'ABOUT 0.4 MILE SOUTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM
 OC0042'THE CROSSING OF THE CANADIAN NATIONAL RAILWAY AT YARMOUTH
 OC0042'JUNCTION, ABOUT 0.15 MILE SOUTHWEST OF THE CROSSING OF SLIGO
 OC0042'ROAD, AT THE BRIDGE OVER THE ROYAL RIVER, 12.0 FEET NORTHWEST
 OC0042'OF THE NORTHWEST RAIL, 2 1/2 FEET BELOW THE LEVEL OF THE TRACK,
 OC0042'AND SET IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST STONE
 OC0042'ABUTMENT OF THE BRIDGE.  NOTE-- THE DISK WAS PREVIOUSLY SHOWN
 OC0042'AS BEING STAMPED 92 HOWEVER THE STAMPING IS NO LONGER LEGIBLE.
 OC0042
 OC0042                          STATION RECOVERY (1976)
 OC0042
 OC0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0005 ***********************************************************************
 RG0005  DESIGNATION -  F 5
 RG0005  PID         -  RG0005
 RG0005  STATE/COUNTY-  ME/SOMERSET
 RG0005  USGS QUAD   -  HARDWOOD MOUNTAIN SW (1989)
 RG0005
 RG0005                         *CURRENT SURVEY CONTROL
 RG0005  ___________________________________________________________________
 RG0005* NAD 83(1986)-  46 31 47.     (N)    070 07 56.     (W)     SCALED    
 RG0005* NAVD 88     -       361.698  (meters)    1186.67   (feet)  ADJUSTED  
 RG0005  ___________________________________________________________________
 RG0005  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 RG0005  DYNAMIC HT  -         361.704 (meters)    1186.69  (feet)  COMP
 RG0005  MODELED GRAV-     980,622.1   (mgal)                       NAVD 88
 RG0005
 RG0005  VERT ORDER  -  FIRST     CLASS II
 RG0005
 RG0005.The horizontal coordinates were scaled from a topographic map and have
 RG0005.an estimated accuracy of +/- 6 seconds.
 RG0005
 RG0005.The orthometric height was determined by differential leveling
 RG0005.and adjusted by the National Geodetic Survey in June 1991..
 RG0005
 RG0005.The geoid height was determined by GEOID03.
 RG0005
 RG0005.The dynamic height is computed by dividing the NAVD 88
 RG0005.geopotential number by the normal gravity value computed on the
 RG0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RG0005.degrees latitude (g = 980.6199 gals.).
 RG0005
 RG0005.The modeled gravity was interpolated from observed gravity values.
 RG0005
 RG0005;                    North         East    Units  Estimated Accuracy
 RG0005;SPC ME W     -   410,750.      902,640.      MT  (+/- 180 meters Scaled)
 RG0005
 RG0005                          SUPERSEDED SURVEY CONTROL
 RG0005
 RG0005  NGVD 29 (??/??/92)  361.867  (m)         1187.23   (f) ADJ UNCH    1 2
 RG0005
 RG0005.Superseded values are not recommended for survey control.
 RG0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0005.See file dsdata.txt to determine how the superseded data were derived.
 RG0005
 RG0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM131535(NAD 83)
 RG0005_MARKER: DB = BENCH MARK DISK
 RG0005_SETTING: 80 = SET IN A BOULDER
 RG0005_SP_SET: BOULDER
 RG0005_STAMPING: F 5 1953
 RG0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RG0005+STABILITY: SURFACE MOTION
 RG0005
 RG0005  HISTORY     - Date     Condition        Report By
 RG0005  HISTORY     - 1953     MONUMENTED       CGS
 RG0005
 RG0005                          STATION DESCRIPTION
 RG0005
 RG0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RG0005'4.6 MI NE FROM STE CAMILLE.
 RG0005'4.65 MILES NORTHEAST ALONG THE QUEBEC CENTRAL RAILWAY FROM THE
 RG0005'STATION AT STE CAMILLE, ABOUT 3.1 MILES SOUTHWEST OF THE
 RG0005'STATION AT STE JUSTE, MONTMAGNY COUNTY, ABOUT 1.0 MILE SOUTHWEST
 RG0005'OF CARTER SIDING, IN THE TOP AND NEAR CENTER OF A 7 BY 5-FOOT
 RG0005'EMBEDDED BOULDER PROJECTING ABOUT 2 FEET, 36 FEET SOUTHEAST OF
 RG0005'SOUTHEAST RAIL, 185 FEET SOUTHWEST OF SOUTHEAST END OF A 4-FOOT
 RG0005'WOODEN CULVERT UNDER A SHORT FILL, 48 FEET EAST OF THE 8TH
 RG0005'TELEPHONE POLE SOUTHWEST OF MILE POST 65 (THE FIRST POLE
 RG0005'NORTHEAST OF POLE MARKING DIVISION LINE BETWEEN SECTION 36 AND
 RG0005'37, AND ABOUT 1 FOOT BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0998 ***********************************************************************
 PE0998  DESIGNATION -  F 50
 PE0998  PID         -  PE0998
 PE0998  STATE/COUNTY-  ME/WALDO
 PE0998  USGS QUAD   -  MORRILL (1979)
 PE0998
 PE0998                         *CURRENT SURVEY CONTROL
 PE0998  ___________________________________________________________________
 PE0998* NAD 83(1986)-  44 24 45.     (N)    069 10 43.     (W)     SCALED    
 PE0998* NAVD 88     -        66.832  (meters)     219.26   (feet)  ADJUSTED  
 PE0998  ___________________________________________________________________
 PE0998  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 PE0998  DYNAMIC HT  -          66.826 (meters)     219.25  (feet)  COMP
 PE0998  MODELED GRAV-     980,535.8   (mgal)                       NAVD 88
 PE0998
 PE0998  VERT ORDER  -  SECOND    CLASS 0
 PE0998
 PE0998.The horizontal coordinates were scaled from a topographic map and have
 PE0998.an estimated accuracy of +/- 6 seconds.
 PE0998
 PE0998.The orthometric height was determined by differential leveling
 PE0998.and adjusted by the National Geodetic Survey in June 1991..
 PE0998
 PE0998.The geoid height was determined by GEOID03.
 PE0998
 PE0998.The dynamic height is computed by dividing the NAVD 88
 PE0998.geopotential number by the normal gravity value computed on the
 PE0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0998.degrees latitude (g = 980.6199 gals.).
 PE0998
 PE0998.The modeled gravity was interpolated from observed gravity values.
 PE0998
 PE0998;                    North         East    Units  Estimated Accuracy
 PE0998;SPC ME E     -    83,090.      245,960.      MT  (+/- 180 meters Scaled)
 PE0998
 PE0998                          SUPERSEDED SURVEY CONTROL
 PE0998
 PE0998  NGVD 29 (??/??/92)   67.050  (m)          219.98   (f) ADJ UNCH    2 0
 PE0998
 PE0998.Superseded values are not recommended for survey control.
 PE0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0998.See file dsdata.txt to determine how the superseded data were derived.
 PE0998
 PE0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK857177(NAD 83)
 PE0998_MARKER: DB = BENCH MARK DISK
 PE0998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0998_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0998_STAMPING: F 50 1935
 PE0998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0998+STABILITY: SURFACE MOTION
 PE0998
 PE0998  HISTORY     - Date     Condition        Report By
 PE0998  HISTORY     - 1935     MONUMENTED       CGS
 PE0998  HISTORY     - 1978     GOOD             DOD
 PE0998
 PE0998                          STATION DESCRIPTION
 PE0998
 PE0998'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE0998'1.9 MI E FROM NORTH SEARSMONT.
 PE0998'1.9 MILES EAST ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF THE
 PE0998'SEARSMONT ROAD AT NORTH SEARSMONT, WALDO COUNTY, 0.3 MILE EAST
 PE0998'OF THE SEARSMONT-MORRILL TOWN LINE, OPPOSITE A CURVE, 44 YARDS
 PE0998'EAST OF THE CENTERLINE OF A GRADED ROAD LEADING NORTHEAST TO
 PE0998'MORRILL, AND 29 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 PE0998'A STANDARD DISK, STAMPED F 50 1935 AND SET IN THE TOP OF A
 PE0998'CONCRETE POST PROJECTING 1/2 FOOT ABOVE GROUND.
 PE0998
 PE0998                          STATION RECOVERY (1978)
 PE0998
 PE0998'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE0998'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1323 ***********************************************************************
 PE1323  DESIGNATION -  F 51
 PE1323  PID         -  PE1323
 PE1323  STATE/COUNTY-  ME/KENNEBEC
 PE1323  USGS QUAD   -  TOGUS POND (1982)
 PE1323
 PE1323                         *CURRENT SURVEY CONTROL
 PE1323  ___________________________________________________________________
 PE1323* NAD 83(1986)-  44 19 46.     (N)    069 43 56.     (W)     SCALED    
 PE1323* NAVD 88     -        50.279  (meters)     164.96   (feet)  ADJUSTED  
 PE1323  ___________________________________________________________________
 PE1323  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 PE1323  DYNAMIC HT  -          50.275 (meters)     164.94  (feet)  COMP
 PE1323  MODELED GRAV-     980,524.4   (mgal)                       NAVD 88
 PE1323
 PE1323  VERT ORDER  -  SECOND    CLASS 0
 PE1323
 PE1323.The horizontal coordinates were scaled from a topographic map and have
 PE1323.an estimated accuracy of +/- 6 seconds.
 PE1323
 PE1323.The orthometric height was determined by differential leveling
 PE1323.and adjusted by the National Geodetic Survey in June 1991..
 PE1323
 PE1323.The geoid height was determined by GEOID03.
 PE1323
 PE1323.The dynamic height is computed by dividing the NAVD 88
 PE1323.geopotential number by the normal gravity value computed on the
 PE1323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1323.degrees latitude (g = 980.6199 gals.).
 PE1323
 PE1323.The modeled gravity was interpolated from observed gravity values.
 PE1323
 PE1323;                    North         East    Units  Estimated Accuracy
 PE1323;SPC ME W     -   166,310.      934,650.      MT  (+/- 180 meters Scaled)
 PE1323
 PE1323                          SUPERSEDED SURVEY CONTROL
 PE1323
 PE1323  NGVD 29 (??/??/92)   50.496  (m)          165.67   (f) ADJ UNCH    2 0
 PE1323
 PE1323.Superseded values are not recommended for survey control.
 PE1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1323.See file dsdata.txt to determine how the superseded data were derived.
 PE1323
 PE1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK416087(NAD 83)
 PE1323_MARKER: DB = BENCH MARK DISK
 PE1323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1323_STAMPING: F 51 1935
 PE1323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1323+STABILITY: SURFACE MOTION
 PE1323
 PE1323  HISTORY     - Date     Condition        Report By
 PE1323  HISTORY     - 1935     MONUMENTED       CGS
 PE1323  HISTORY     - 1972     MARK NOT FOUND   NGS
 PE1323  HISTORY     - 1979     MARK NOT FOUND   USGS
 PE1323
 PE1323                          STATION DESCRIPTION
 PE1323
 PE1323'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE1323'2.1 MI E FROM AUGUSTA.
 PE1323'2.1 MILES EAST ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF U.S.
 PE1323'HIGHWAY 201 AT AUGUSTA, KENNEBEC COUNTY, ON THE EAST SLOPE OF
 PE1323'A HILL, 66 YARDS SOUTHWEST OF THE WESTWALL OF A SCHOOL, 28 FEET
 PE1323'EAST OF THE CENTER OF A GRADED-ROAD CROSSING, AND 29 FEET
 PE1323'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 PE1323'STAMPED F 51 1935 AND SET IN THE TOP OF A CONCRETE POST
 PE1323'PROJECTING 3 INCHES ABOVE GROUND.
 PE1323
 PE1323                          STATION RECOVERY (1972)
 PE1323
 PE1323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 PE1323'MARK NOT FOUND.
 PE1323
 PE1323                          STATION RECOVERY (1979)
 PE1323
 PE1323'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PE1323'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1033 ***********************************************************************
 PE1033  DESIGNATION -  F 52
 PE1033  PID         -  PE1033
 PE1033  STATE/COUNTY-  ME/KNOX
 PE1033  USGS QUAD   -  JEFFERSON (1979)
 PE1033
 PE1033                         *CURRENT SURVEY CONTROL
 PE1033  ___________________________________________________________________
 PE1033* NAD 83(1986)-  44 14 52.     (N)    069 24 04.     (W)     SCALED    
 PE1033* NAVD 88     -        96.960  (meters)     318.11   (feet)  ADJUSTED  
 PE1033  ___________________________________________________________________
 PE1033  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 PE1033  DYNAMIC HT  -          96.950 (meters)     318.08  (feet)  COMP
 PE1033  MODELED GRAV-     980,521.9   (mgal)                       NAVD 88
 PE1033
 PE1033  VERT ORDER  -  SECOND    CLASS 0
 PE1033
 PE1033.The horizontal coordinates were scaled from a topographic map and have
 PE1033.an estimated accuracy of +/- 6 seconds.
 PE1033
 PE1033.The orthometric height was determined by differential leveling
 PE1033.and adjusted by the National Geodetic Survey in June 1991..
 PE1033
 PE1033.The geoid height was determined by GEOID03.
 PE1033
 PE1033.The dynamic height is computed by dividing the NAVD 88
 PE1033.geopotential number by the normal gravity value computed on the
 PE1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1033.degrees latitude (g = 980.6199 gals.).
 PE1033
 PE1033.The modeled gravity was interpolated from observed gravity values.
 PE1033
 PE1033;                    North         East    Units  Estimated Accuracy
 PE1033;SPC ME E     -    64,960.      228,030.      MT  (+/- 180 meters Scaled)
 PE1033
 PE1033                          SUPERSEDED SURVEY CONTROL
 PE1033
 PE1033  NGVD 29 (??/??/92)   97.170  (m)          318.80   (f) ADJ UNCH    2 0
 PE1033
 PE1033.Superseded values are not recommended for survey control.
 PE1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1033.See file dsdata.txt to determine how the superseded data were derived.
 PE1033
 PE1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ679994(NAD 83)
 PE1033_MARKER: DB = BENCH MARK DISK
 PE1033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1033_STAMPING: F 52 1935
 PE1033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1033+STABILITY: SURFACE MOTION
 PE1033
 PE1033  HISTORY     - Date     Condition        Report By
 PE1033  HISTORY     - 1935     MONUMENTED       CGS
 PE1033
 PE1033                          STATION DESCRIPTION
 PE1033
 PE1033'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE1033'1 MI W FROM STICKNEY CORNER.
 PE1033'1.0 MILE WEST ALONG STATE HIGHWAY 17 FROM THE INTERSECTION OF
 PE1033'STATE HIGHWAY 220 AT STICKNEY CORNER, KNOX COUNTY, ON THE EAST
 PE1033'SLOPE OF A HILL, 10 FEET WEST OF THE CENTER OF THE JUNCTION OF
 PE1033'A ROAD LEADING SOUTH TO A FOREST, 13 FEET EAST OF A LARGE TREE
 PE1033'NEAR THE EAST END OF THE GUARD RAIL, AND 28 FEET SOUTH OF THE
 PE1033'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED F 52 1935
 PE1033'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 PE1033'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0074 ***********************************************************************
 RE0074  DESIGNATION -  F 55
 RE0074  PID         -  RE0074
 RE0074  STATE/COUNTY-  ME/AROOSTOOK
 RE0074  USGS QUAD   -  LIMESTONE (1978)
 RE0074
 RE0074                         *CURRENT SURVEY CONTROL
 RE0074  ___________________________________________________________________
 RE0074* NAD 83(1986)-  46 57 46.     (N)    067 49 59.     (W)     SCALED    
 RE0074* NAVD 88     -       221.271  (meters)     725.95   (feet)  ADJUSTED  
 RE0074  ___________________________________________________________________
 RE0074  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 RE0074  DYNAMIC HT  -         221.296 (meters)     726.04  (feet)  COMP
 RE0074  MODELED GRAV-     980,721.0   (mgal)                       NAVD 88
 RE0074
 RE0074  VERT ORDER  -  SECOND    CLASS 0
 RE0074
 RE0074.The horizontal coordinates were scaled from a topographic map and have
 RE0074.an estimated accuracy of +/- 6 seconds.
 RE0074
 RE0074.The orthometric height was determined by differential leveling
 RE0074.and adjusted by the National Geodetic Survey in June 1991..
 RE0074
 RE0074.The geoid height was determined by GEOID03.
 RE0074
 RE0074.The dynamic height is computed by dividing the NAVD 88
 RE0074.geopotential number by the normal gravity value computed on the
 RE0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0074.degrees latitude (g = 980.6199 gals.).
 RE0074
 RE0074.The modeled gravity was interpolated from observed gravity values.
 RE0074
 RE0074;                    North         East    Units  Estimated Accuracy
 RE0074;SPC ME E     -   366,500.      350,760.      MT  (+/- 180 meters Scaled)
 RE0074
 RE0074                          SUPERSEDED SURVEY CONTROL
 RE0074
 RE0074  NGVD 29 (??/??/92)  221.465  (m)          726.59   (f) ADJ UNCH    2 0
 RE0074
 RE0074.Superseded values are not recommended for survey control.
 RE0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0074.See file dsdata.txt to determine how the superseded data were derived.
 RE0074
 RE0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN887016(NAD 83)
 RE0074_MARKER: DB = BENCH MARK DISK
 RE0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RE0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RE0074_STAMPING: F 55 1935
 RE0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RE0074+STABILITY: SURFACE MOTION
 RE0074
 RE0074  HISTORY     - Date     Condition        Report By
 RE0074  HISTORY     - 1935     MONUMENTED       CGS
 RE0074
 RE0074                          STATION DESCRIPTION
 RE0074
 RE0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RE0074'3.8 MI N FROM LIMESTONE.
 RE0074'3.8 MILES NORTH ALONG STATE HIGHWAY 165 FROM THE POST OFFICE AT
 RE0074'LIMESTONE, AROOSTOOK COUNTY, 1.1 MILES SOUTH OF PLEASANT RIDGE
 RE0074'SCHOOL, 0.1 MILE SOUTH OF THE CASWELL-LIMESTONE TOWN LINE,
 RE0074'OPPOSITE THE JACK BASSETT FARMHOUSE IN 1935, ON THE CREST OF A
 RE0074'SMALL HILL, AND 20 FEET EAST OF THE CENTER LINE OF THE HGHWAY.
 RE0074'A STANDARD DISK, STAMPED F 55 1935 AND SET IN THE TOP OF A
 RE0074'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0559 ***********************************************************************
 RF0559  DESIGNATION -  F 56
 RF0559  PID         -  RF0559
 RF0559  STATE/COUNTY-  ME/AROOSTOOK
 RF0559  USGS QUAD   -  NEW SWEDEN (1978)
 RF0559
 RF0559                         *CURRENT SURVEY CONTROL
 RF0559  ___________________________________________________________________
 RF0559* NAD 83(1986)-  46 59 51.     (N)    068 01 35.     (W)     SCALED    
 RF0559* NAVD 88     -       175.573  (meters)     576.03   (feet)  ADJUSTED  
 RF0559  ___________________________________________________________________
 RF0559  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 RF0559  DYNAMIC HT  -         175.595 (meters)     576.10  (feet)  COMP
 RF0559  MODELED GRAV-     980,733.6   (mgal)                       NAVD 88
 RF0559
 RF0559  VERT ORDER  -  SECOND    CLASS 0
 RF0559
 RF0559.The horizontal coordinates were scaled from a topographic map and have
 RF0559.an estimated accuracy of +/- 6 seconds.
 RF0559
 RF0559.The orthometric height was determined by differential leveling
 RF0559.and adjusted by the National Geodetic Survey in June 1991..
 RF0559
 RF0559.The geoid height was determined by GEOID03.
 RF0559
 RF0559.The dynamic height is computed by dividing the NAVD 88
 RF0559.geopotential number by the normal gravity value computed on the
 RF0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0559.degrees latitude (g = 980.6199 gals.).
 RF0559
 RF0559.The modeled gravity was interpolated from observed gravity values.
 RF0559
 RF0559;                    North         East    Units  Estimated Accuracy
 RF0559;SPC ME E     -   370,260.      336,020.      MT  (+/- 180 meters Scaled)
 RF0559
 RF0559                          SUPERSEDED SURVEY CONTROL
 RF0559
 RF0559  NGVD 29 (??/??/92)  175.752  (m)          576.61   (f) ADJ UNCH    2 0
 RF0559
 RF0559.Superseded values are not recommended for survey control.
 RF0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0559.See file dsdata.txt to determine how the superseded data were derived.
 RF0559
 RF0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN740053(NAD 83)
 RF0559_MARKER: DB = BENCH MARK DISK
 RF0559_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RF0559_SP_SET: ABUTMENT
 RF0559_STAMPING: F 56 1935
 RF0559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0559
 RF0559  HISTORY     - Date     Condition        Report By
 RF0559  HISTORY     - 1935     MONUMENTED       CGS
 RF0559  HISTORY     - 1953     GOOD             NGS
 RF0559
 RF0559                          STATION DESCRIPTION
 RF0559
 RF0559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 RF0559'12.2 MI S FROM VAN BUREN.
 RF0559'ABOUT 12.15 MILES SOUTH ALONG U.S. HIGHWAY 1 FROM THE POST
 RF0559'OFFICE AT VAN BUREN, ABOUT 10.4 MILES NORTH ALONG HIGHWAY 1 FROM
 RF0559'THE POST OFFICE AT CARIBOU, ABOUT 0.5 MILE NORTH OF ACADIA,
 RF0559'IN THE TOP OF THE WEST END OF NORTH ABUTMENT OF A BRIDGE OVER
 RF0559'HALFWAY BROOK, 13 FEET WEST OF CENTER LINE OF HIGHWAY AND ABOUT
 RF0559'1/2 FOOT BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0030 ***********************************************************************
 RF0030  DESIGNATION -  F 57
 RF0030  PID         -  RF0030
 RF0030  STATE/COUNTY-  ME/AROOSTOOK
 RF0030  USGS QUAD   -  CARIBOU (1984)
 RF0030
 RF0030                         *CURRENT SURVEY CONTROL
 RF0030  ___________________________________________________________________
 RF0030* NAD 83(1986)-  46 51 37.     (N)    068 00 45.     (W)     SCALED    
 RF0030* NAVD 88     -       135.321  (meters)     443.97   (feet)  ADJUSTED  
 RF0030  ___________________________________________________________________
 RF0030  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 RF0030  DYNAMIC HT  -         135.337 (meters)     444.02  (feet)  COMP
 RF0030  MODELED GRAV-     980,730.4   (mgal)                       NAVD 88
 RF0030
 RF0030  VERT ORDER  -  SECOND    CLASS 0
 RF0030
 RF0030.The horizontal coordinates were scaled from a topographic map and have
 RF0030.an estimated accuracy of +/- 6 seconds.
 RF0030
 RF0030.The orthometric height was determined by differential leveling
 RF0030.and adjusted by the National Geodetic Survey in June 1991..
 RF0030
 RF0030.The geoid height was determined by GEOID03.
 RF0030
 RF0030.The dynamic height is computed by dividing the NAVD 88
 RF0030.geopotential number by the normal gravity value computed on the
 RF0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0030.degrees latitude (g = 980.6199 gals.).
 RF0030
 RF0030.The modeled gravity was interpolated from observed gravity values.
 RF0030
 RF0030;                    North         East    Units  Estimated Accuracy
 RF0030;SPC ME E     -   355,010.      337,170.      MT  (+/- 180 meters Scaled)
 RF0030
 RF0030                          SUPERSEDED SURVEY CONTROL
 RF0030
 RF0030  NGVD 29 (??/??/92)  135.506  (m)          444.57   (f) ADJ UNCH    2 0
 RF0030
 RF0030.Superseded values are not recommended for survey control.
 RF0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0030.See file dsdata.txt to determine how the superseded data were derived.
 RF0030
 RF0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM752901(NAD 83)
 RF0030_MARKER: DB = BENCH MARK DISK
 RF0030_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RF0030_SP_SET: BUILDING FOUNDATION
 RF0030_STAMPING: F 57 1935
 RF0030_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0030
 RF0030  HISTORY     - Date     Condition        Report By
 RF0030  HISTORY     - 1935     MONUMENTED       CGS
 RF0030
 RF0030                          STATION DESCRIPTION
 RF0030
 RF0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RF0030'AT CARIBOU.
 RF0030'AT CARIBOU, AROOSTOOK COUNTY, IN THE SOUTH FOUNDATION WALL OF
 RF0030'THE NEW POST OFFICE, 1 FOOT FROM THE SOUTHWEST CORNER, AND
 RF0030'ABOUT 1 FOOT ABOVE GROUND.  A STANDARD DISK, STAMPED F 57 1935
 RF0030'AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0073 ***********************************************************************
 QG0073  DESIGNATION -  F 59
 QG0073  PID         -  QG0073
 QG0073  STATE/COUNTY-  ME/AROOSTOOK
 QG0073  USGS QUAD   -  ALDER BROOK (1989)
 QG0073
 QG0073                         *CURRENT SURVEY CONTROL
 QG0073  ___________________________________________________________________
 QG0073* NAD 83(1986)-  45 46 59.     (N)    068 04 31.     (W)     SCALED    
 QG0073* NAVD 88     -       156.798  (meters)     514.43   (feet)  ADJUSTED  
 QG0073  ___________________________________________________________________
 QG0073  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 QG0073  DYNAMIC HT  -         156.803 (meters)     514.44  (feet)  COMP
 QG0073  MODELED GRAV-     980,644.0   (mgal)                       NAVD 88
 QG0073
 QG0073  VERT ORDER  -  SECOND    CLASS 0
 QG0073
 QG0073.The horizontal coordinates were scaled from a topographic map and have
 QG0073.an estimated accuracy of +/- 6 seconds.
 QG0073
 QG0073.The orthometric height was determined by differential leveling
 QG0073.and adjusted by the National Geodetic Survey in June 1991..
 QG0073
 QG0073.The geoid height was determined by GEOID03.
 QG0073
 QG0073.The dynamic height is computed by dividing the NAVD 88
 QG0073.geopotential number by the normal gravity value computed on the
 QG0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0073.degrees latitude (g = 980.6199 gals.).
 QG0073
 QG0073.The modeled gravity was interpolated from observed gravity values.
 QG0073
 QG0073;                    North         East    Units  Estimated Accuracy
 QG0073;SPC ME E     -   235,250.      333,030.      MT  (+/- 180 meters Scaled)
 QG0073
 QG0073                          SUPERSEDED SURVEY CONTROL
 QG0073
 QG0073  NGVD 29 (??/??/92)  156.970  (m)          514.99   (f) ADJ UNCH    2 0
 QG0073
 QG0073.Superseded values are not recommended for survey control.
 QG0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0073.See file dsdata.txt to determine how the superseded data were derived.
 QG0073
 QG0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL718703(NAD 83)
 QG0073_MARKER: DB = BENCH MARK DISK
 QG0073_SETTING: 80 = SET IN A BOULDER
 QG0073_SP_SET: BOULDER
 QG0073_STAMPING: F 59 1935
 QG0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0073+STABILITY: SURFACE MOTION
 QG0073
 QG0073  HISTORY     - Date     Condition        Report By
 QG0073  HISTORY     - 1935     MONUMENTED       CGS
 QG0073  HISTORY     - 19850530 MARK NOT FOUND   USPSQD
 QG0073
 QG0073                          STATION DESCRIPTION
 QG0073
 QG0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QG0073'5.3 MI SW FROM HAYNESVILLE.
 QG0073'5.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 2A FROM THE BAPTIST CHURCH
 QG0073'AT HAYNESVILLE, AROOSTOOK COUNTY, AT GLENWOOD, 27 FEET SOUTHEAST
 QG0073'OF THE SOUTHEAST CORNER OF THE G.E. ANDERSON GARAGE, 24 FEET SOUTH
 QG0073'OF THE CENTERLINE OF THE HIGHWAY, 2.3 FEET SOUTH OF A 12-INCH
 QG0073'JUNIPER TREE, IN THE CENTER OF THE TOP OF A LARGE BOULDER, AND
 QG0073'4 INCHES FROM THE SOUTH EDGE.  A STANDARD DISK, STAMPED F 59 1935.
 QG0073
 QG0073                          STATION RECOVERY (1985)
 QG0073
 QG0073'RECOVERY NOTE BY US POWER SQUADRON 1985 (WRM)
 QG0073'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0338 ***********************************************************************
 OC0338  DESIGNATION -  F 6
 OC0338  PID         -  OC0338
 OC0338  STATE/COUNTY-  ME/YORK
 OC0338  USGS QUAD   -  DOVER EAST (1988)
 OC0338
 OC0338                         *CURRENT SURVEY CONTROL
 OC0338  ___________________________________________________________________
 OC0338* NAD 83(1986)-  43 12 27.     (N)    070 47 23.     (W)     SCALED    
 OC0338* NAVD 88     -        29.274  (meters)      96.04   (feet)  POSTED    
 OC0338  ___________________________________________________________________
 OC0338  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 OC0338  DYNAMIC HT  -          29.270 (meters)      96.03  (feet)  COMP
 OC0338  MODELED GRAV-     980,447.4   (mgal)                       NAVD 88
 OC0338
 OC0338  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OC0338
 OC0338.The horizontal coordinates were scaled from a topographic map and have
 OC0338.an estimated accuracy of +/- 6 seconds.
 OC0338
 OC0338.The orthometric height was determined by differential leveling
 OC0338.and adjusted by the National Geodetic Survey in 1992..
 OC0338.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OC0338.rate of 0.0 thru 1.0 mm/km.
 OC0338
 OC0338.The geoid height was determined by GEOID03.
 OC0338
 OC0338.The dynamic height is computed by dividing the NAVD 88
 OC0338.geopotential number by the normal gravity value computed on the
 OC0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0338.degrees latitude (g = 980.6199 gals.).
 OC0338
 OC0338.The modeled gravity was interpolated from observed gravity values.
 OC0338
 OC0338;                    North         East    Units  Estimated Accuracy
 OC0338;SPC ME W     -    41,750.      849,370.      MT  (+/- 180 meters Scaled)
 OC0338
 OC0338                          SUPERSEDED SURVEY CONTROL
 OC0338
 OC0338.No superseded survey control is available for this station.
 OC0338
 OC0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH546854(NAD 83)
 OC0338_MARKER: DB = BENCH MARK DISK
 OC0338_SETTING: 66 = SET IN ROCK OUTCROP
 OC0338_SP_SET: ROCK LEDGE
 OC0338_STAMPING: ELEV 96.785 FT F 6 1923
 OC0338_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC0338+STABILITY: POSITION/ELEVATION WELL
 OC0338
 OC0338  HISTORY     - Date     Condition        Report By
 OC0338  HISTORY     - 1923     MONUMENTED       CGS
 OC0338  HISTORY     - 1966     MARK NOT FOUND   NGS
 OC0338  HISTORY     - 1978     MARK NOT FOUND   DOD
 OC0338
 OC0338                          STATION DESCRIPTION
 OC0338
 OC0338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 OC0338'2.5 MI S FROM AGAMENTICUS.
 OC0338'ALONG THE BOSTON AND MAINE RAILROAD FROM AGAMENTIOUS, YORK
 OC0338'COUNTY, AT JEWETT, 17 RAILS NORTHEAST OF THE SOUTH END OF THE
 OC0338'STATION PLATFORM, 39.4 FEET SOUTHWEST OF A ROAD CROSSING, 16
 OC0338'FEET WEST OF THE WEST RAIL, IN THE FACE OF A ROCK LEDGE, AND 1
 OC0338'FOOT ABOVE THE GROUND.  A STANDARD DISK, STAMPED ELEV 96.785
 OC0338'FT F 6 1923 AND SET VERTICALLY.  NOTE-- A NEW HIGHWAY HAS BEEN
 OC0338'CONSTRUCTED IN THE DESCRIBED AREA, THE MARK MAY HAVE BEEN
 OC0338'DESTROYED BY CONSTRUCTION OF HIGHWAY.
 OC0338
 OC0338                          STATION RECOVERY (1978)
 OC0338
 OC0338'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 OC0338'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0096 ***********************************************************************
 QG0096  DESIGNATION -  F 60
 QG0096  PID         -  QG0096
 QG0096  STATE/COUNTY-  ME/PENOBSCOT
 QG0096  USGS QUAD   -  MATTAWAMKEAG (1988)
 QG0096
 QG0096                         *CURRENT SURVEY CONTROL
 QG0096  ___________________________________________________________________
 QG0096* NAD 83(1986)-  45 32 17.     (N)    068 20 30.     (W)     SCALED    
 QG0096* NAVD 88     -       120.104  (meters)     394.04   (feet)  ADJUSTED  
 QG0096  ___________________________________________________________________
 QG0096  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 QG0096  DYNAMIC HT  -         120.106 (meters)     394.05  (feet)  COMP
 QG0096  MODELED GRAV-     980,627.5   (mgal)                       NAVD 88
 QG0096
 QG0096  VERT ORDER  -  SECOND    CLASS 0
 QG0096
 QG0096.The horizontal coordinates were scaled from a topographic map and have
 QG0096.an estimated accuracy of +/- 6 seconds.
 QG0096
 QG0096.The orthometric height was determined by differential leveling
 QG0096.and adjusted by the National Geodetic Survey in June 1991..
 QG0096
 QG0096.The geoid height was determined by GEOID03.
 QG0096
 QG0096.The dynamic height is computed by dividing the NAVD 88
 QG0096.geopotential number by the normal gravity value computed on the
 QG0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0096.degrees latitude (g = 980.6199 gals.).
 QG0096
 QG0096.The modeled gravity was interpolated from observed gravity values.
 QG0096
 QG0096;                    North         East    Units  Estimated Accuracy
 QG0096;SPC ME E     -   207,950.      312,370.      MT  (+/- 180 meters Scaled)
 QG0096
 QG0096                          SUPERSEDED SURVEY CONTROL
 QG0096
 QG0096  NGVD 29 (??/??/92)  120.27   (m)          394.6    (f) COMPUTED    2 0
 QG0096
 QG0096.Superseded values are not recommended for survey control.
 QG0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0096.See file dsdata.txt to determine how the superseded data were derived.
 QG0096
 QG0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL513429(NAD 83)
 QG0096_MARKER: DB = BENCH MARK DISK
 QG0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0096_STAMPING: F-60--1935
 QG0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0096+STABILITY: SURFACE MOTION
 QG0096
 QG0096  HISTORY     - Date     Condition        Report By
 QG0096  HISTORY     - 1935     MONUMENTED       CGS
 QG0096  HISTORY     - 1946     GOOD             NGS
 QG0096
 QG0096                          STATION DESCRIPTION
 QG0096
 QG0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QG0096'1.6 MI N FROM MATTAWAMKEAG.
 QG0096'F-60 IS LOCATED 1.6 MILES NORTH ALONG U.S. HY. NO. 2 OF THE MAINE
 QG0096'CENTRAL RY. STATION, ON NORTH SLOPE OF HILL, 70 NORTH OF CREST, 44.5
 QG0096'FT. NORTHWEST OF A TELEPHONE POLE NO. 54, 36 FT. WEST OF CENTERLINE OF
 QG0096'HY., TABLET SET IN TOP OF CONCRETE POST 5 IN HIGH.
 QG0096
 QG0096                          STATION RECOVERY (1946)
 QG0096
 QG0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 QG0096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0097 ***********************************************************************
 QG0097  DESIGNATION -  F 60 RESET 1946
 QG0097  PID         -  QG0097
 QG0097  STATE/COUNTY-  ME/PENOBSCOT
 QG0097  USGS QUAD   -  MATTAWAMKEAG (1988)
 QG0097
 QG0097                         *CURRENT SURVEY CONTROL
 QG0097  ___________________________________________________________________
 QG0097* NAD 83(1986)-  45 32 17.     (N)    068 20 30.     (W)     SCALED    
 QG0097* NAVD 88     -       120.29   (+/-2cm)     394.7    (feet)  VERTCON   
 QG0097  ___________________________________________________________________
 QG0097  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 QG0097
 QG0097  VERT ORDER  -  THIRD (See Below)
 QG0097
 QG0097.The horizontal coordinates were scaled from a topographic map and have
 QG0097.an estimated accuracy of +/- 6 seconds.
 QG0097
 QG0097.The NAVD 88 height was computed by applying the VERTCON shift value to
 QG0097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QG0097.The vertical order pertains to the NGVD 29 superseded value.
 QG0097
 QG0097.The geoid height was determined by GEOID03.
 QG0097
 QG0097;                    North         East    Units  Estimated Accuracy
 QG0097;SPC ME E     -   207,950.      312,370.      MT  (+/- 180 meters Scaled)
 QG0097
 QG0097                          SUPERSEDED SURVEY CONTROL
 QG0097
 QG0097  NGVD 29 (??/??/??)  120.46   (m)          395.2    (f) RESET       3  
 QG0097
 QG0097.Superseded values are not recommended for survey control.
 QG0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0097.See file dsdata.txt to determine how the superseded data were derived.
 QG0097
 QG0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL513429(NAD 83)
 QG0097_MARKER: DB = BENCH MARK DISK
 QG0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0097_STAMPING: F 60 1935
 QG0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0097+STABILITY: SURFACE MOTION
 QG0097
 QG0097  HISTORY     - Date     Condition        Report By
 QG0097  HISTORY     - 1935     MONUMENTED       MEHD
 QG0097  HISTORY     - 1946     GOOD             NGS
 QG0097  HISTORY     - 1978     MARK NOT FOUND   NGS
 QG0097  HISTORY     - 1978     MARK NOT FOUND   NGS
 QG0097  HISTORY     - 1978     MARK NOT FOUND   NGS
 QG0097
 QG0097                          STATION DESCRIPTION
 QG0097
 QG0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 QG0097'1.6 MI N FROM MATTAWAMKEAG.
 QG0097'1.6 MILES NORTH ALONG U.S. HIGHWAY 2 FROM THE MAINE CENTRAL
 QG0097'RAILROAD STATION AT MATTAWAMKEAG, PENOBSCOT COUNTY, ON THE NORTH
 QG0097'SLOPE OF A HILL, 70 FEET NORTH OF THE CREST, AND 54 FEET WEST
 QG0097'OF THE CENTERLINE OF THE HIGHWAY.
 QG0097
 QG0097                          STATION RECOVERY (1978)
 QG0097
 QG0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0097'MARK SEARCHED FOR BUT NOT FOUND.
 QG0097
 QG0097                          STATION RECOVERY (1978)
 QG0097
 QG0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0097'MARK SEARCHED FOR BUT NOT FOUND.
 QG0097
 QG0097                          STATION RECOVERY (1978)
 QG0097
 QG0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0097'MARK SEARCHED FOR BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0033 ***********************************************************************
 QG0033  DESIGNATION -  F 61
 QG0033  PID         -  QG0033
 QG0033  STATE/COUNTY-  ME/AROOSTOOK
 QG0033  USGS QUAD   -  CRYSTAL (1989)
 QG0033
 QG0033                         *CURRENT SURVEY CONTROL
 QG0033  ___________________________________________________________________
 QG0033* NAD 83(1986)-  45 52 49.     (N)    068 19 49.     (W)     SCALED    
 QG0033* NAVD 88     -       226.591  (meters)     743.41   (feet)  ADJUSTED  
 QG0033  ___________________________________________________________________
 QG0033  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 QG0033  DYNAMIC HT  -         226.596 (meters)     743.42  (feet)  COMP
 QG0033  MODELED GRAV-     980,632.7   (mgal)                       NAVD 88
 QG0033
 QG0033  VERT ORDER  -  SECOND    CLASS 0
 QG0033
 QG0033.The horizontal coordinates were scaled from a topographic map and have
 QG0033.an estimated accuracy of +/- 6 seconds.
 QG0033
 QG0033.The orthometric height was determined by differential leveling
 QG0033.and adjusted by the National Geodetic Survey in June 1991..
 QG0033
 QG0033.The geoid height was determined by GEOID03.
 QG0033
 QG0033.The dynamic height is computed by dividing the NAVD 88
 QG0033.geopotential number by the normal gravity value computed on the
 QG0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0033.degrees latitude (g = 980.6199 gals.).
 QG0033
 QG0033.The modeled gravity was interpolated from observed gravity values.
 QG0033
 QG0033;                    North         East    Units  Estimated Accuracy
 QG0033;SPC ME E     -   245,980.      313,170.      MT  (+/- 180 meters Scaled)
 QG0033
 QG0033                          SUPERSEDED SURVEY CONTROL
 QG0033
 QG0033  NGVD 29 (??/??/92)  226.758  (m)          743.96   (f) ADJ UNCH    2 0
 QG0033
 QG0033.Superseded values are not recommended for survey control.
 QG0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0033.See file dsdata.txt to determine how the superseded data were derived.
 QG0033
 QG0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL519809(NAD 83)
 QG0033_MARKER: DB = BENCH MARK DISK
 QG0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0033_STAMPING: F 61 1935
 QG0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0033+STABILITY: SURFACE MOTION
 QG0033
 QG0033  HISTORY     - Date     Condition        Report By
 QG0033  HISTORY     - 1935     MONUMENTED       CGS
 QG0033  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QG0033
 QG0033                          STATION DESCRIPTION
 QG0033
 QG0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QG0033'3.4 MI SE FROM GOLDEN RIDGE.
 QG0033'3.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 2 FROM THE PUBLIC SCHOOL AT
 QG0033'GOLDEN RIDGE, AROOSTOOK COUNTY, 0.5 MILE NORTH OF THE JUNCTION OF
 QG0033'STATE HIGHWAY 158, 32 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 QG0033'AND 18 FEET SOUTH OF THE CENTERLINE OF A DRIVE LEADING TO THE
 QG0033'C.H. DURGAN FARMHOUSE.  A STANDARD DISK, STAMPED F 61 1935 AND
 QG0033'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1/2 FOOT ABOVE
 QG0033'GROUND.
 QG0033
 QG0033                          STATION RECOVERY (1985)
 QG0033
 QG0033'RECOVERY NOTE BY US POWER SQUADRON 1985 (BRP)
 QG0033'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0399 ***********************************************************************
 QG0399  DESIGNATION -  F 63
 QG0399  PID         -  QG0399
 QG0399  STATE/COUNTY-  ME/PISCATAQUIS
 QG0399  USGS QUAD   -  SEBOEIS LAKE (1988)
 QG0399
 QG0399                         *CURRENT SURVEY CONTROL
 QG0399  ___________________________________________________________________
 QG0399* NAD 83(1986)-  45 23 58.     (N)    068 53 47.     (W)     SCALED    
 QG0399* NAVD 88     -       139.291  (meters)     456.99   (feet)  ADJUSTED  
 QG0399  ___________________________________________________________________
 QG0399  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 QG0399  DYNAMIC HT  -         139.290 (meters)     456.99  (feet)  COMP
 QG0399  MODELED GRAV-     980,609.8   (mgal)                       NAVD 88
 QG0399
 QG0399  VERT ORDER  -  SECOND    CLASS 0
 QG0399
 QG0399.The horizontal coordinates were scaled from a topographic map and have
 QG0399.an estimated accuracy of +/- 6 seconds.
 QG0399
 QG0399.The orthometric height was determined by differential leveling
 QG0399.and adjusted by the National Geodetic Survey in June 1991..
 QG0399
 QG0399.The geoid height was determined by GEOID03.
 QG0399
 QG0399.The dynamic height is computed by dividing the NAVD 88
 QG0399.geopotential number by the normal gravity value computed on the
 QG0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0399.degrees latitude (g = 980.6199 gals.).
 QG0399
 QG0399.The modeled gravity was interpolated from observed gravity values.
 QG0399
 QG0399;                    North         East    Units  Estimated Accuracy
 QG0399;SPC ME E     -   192,610.      268,970.      MT  (+/- 180 meters Scaled)
 QG0399
 QG0399                          SUPERSEDED SURVEY CONTROL
 QG0399
 QG0399  NGVD 29 (??/??/92)  139.465  (m)          457.56   (f) ADJ UNCH    2 0
 QG0399
 QG0399.Superseded values are not recommended for survey control.
 QG0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0399.See file dsdata.txt to determine how the superseded data were derived.
 QG0399
 QG0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL081273(NAD 83)
 QG0399_MARKER: DB = BENCH MARK DISK
 QG0399_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QG0399_SP_SET: WATER TOWER FOUNDATION
 QG0399_STAMPING: F 63 1935
 QG0399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG0399
 QG0399  HISTORY     - Date     Condition        Report By
 QG0399  HISTORY     - 1935     MONUMENTED       CGS
 QG0399  HISTORY     - 1953     GOOD             NGS
 QG0399
 QG0399                          STATION DESCRIPTION
 QG0399
 QG0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 QG0399'5.4 MI N FROM ADAMS.
 QG0399'5.4 MILES NORTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM THE
 QG0399'CROSSING OF THE CANADIAN PACIFIC RAILWAY AT ADAMS, ABOUT 6.3
 QG0399'MILES SOUTH ALONG BANGOR AND AROOSTOOK RAILROAD FROM JUNCTION OF
 QG0399'TRACKS AT PACKARDS, 35 YARDS SOUTH OF PIPE CULVERT NO. 21-70,
 QG0399'IN THE TOP OF THE NORTHWEST CORNER OF A CONCRETE FOUNDATION OF AN
 QG0399'ABANDONED WATER TOWER, 7.8 FEET EAST OF EAST RAIL AND ABOUT 1/2
 QG0399'FOOT ABOVE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0091 ***********************************************************************
 QF0091  DESIGNATION -  F 65
 QF0091  PID         -  QF0091
 QF0091  STATE/COUNTY-  ME/WASHINGTON
 QF0091  USGS QUAD   -  DEVILS HEAD (1977)
 QF0091
 QF0091                         *CURRENT SURVEY CONTROL
 QF0091  ___________________________________________________________________
 QF0091* NAD 83(1986)-  45 08 00.     (N)    067 09 09.     (W)     SCALED    
 QF0091* NAVD 88     -        20.700  (meters)      67.91   (feet)  ADJUSTED  
 QF0091  ___________________________________________________________________
 QF0091  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 QF0091  DYNAMIC HT  -          20.700 (meters)      67.91  (feet)  COMP
 QF0091  MODELED GRAV-     980,630.9   (mgal)                       NAVD 88
 QF0091
 QF0091  VERT ORDER  -  SECOND    CLASS 0
 QF0091
 QF0091.The horizontal coordinates were scaled from a topographic map and have
 QF0091.an estimated accuracy of +/- 6 seconds.
 QF0091
 QF0091.The orthometric height was determined by differential leveling
 QF0091.and adjusted by the National Geodetic Survey in June 1991..
 QF0091
 QF0091.The geoid height was determined by GEOID03.
 QF0091
 QF0091.The dynamic height is computed by dividing the NAVD 88
 QF0091.geopotential number by the normal gravity value computed on the
 QF0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0091.degrees latitude (g = 980.6199 gals.).
 QF0091
 QF0091.The modeled gravity was interpolated from observed gravity values.
 QF0091
 QF0091;                    North         East    Units  Estimated Accuracy
 QF0091;SPC ME E     -   163,840.      405,990.      MT  (+/- 180 meters Scaled)
 QF0091
 QF0091                          SUPERSEDED SURVEY CONTROL
 QF0091
 QF0091  NGVD 29 (??/??/92)   20.888  (m)           68.53   (f) ADJ UNCH    2 0
 QF0091
 QF0091.Superseded values are not recommended for survey control.
 QF0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0091.See file dsdata.txt to determine how the superseded data were derived.
 QF0091
 QF0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK452994(NAD 83)
 QF0091_MARKER: DB = BENCH MARK DISK
 QF0091_SETTING: 66 = SET IN ROCK OUTCROP
 QF0091_SP_SET: ROCK OUTCROP
 QF0091_STAMPING: F 65 1935
 QF0091_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0091+STABILITY: POSITION/ELEVATION WELL
 QF0091
 QF0091  HISTORY     - Date     Condition        Report By
 QF0091  HISTORY     - 1935     MONUMENTED       CGS
 QF0091  HISTORY     - 1946     GOOD             NGS
 QF0091  HISTORY     - 1978     MARK NOT FOUND   NGS
 QF0091
 QF0091                          STATION DESCRIPTION
 QF0091
 QF0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QF0091'1.1 MI NW FROM RED BEACH.
 QF0091'1.1 MILES NORTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 QF0091'RED BEACH, WASHINGTON COUNTY, NEAR THE MIDDLE OF A LONG CURVE, 32
 QF0091'FEET NORTHWEST OF THE NORTH END OF THE CONCRETE HEAD WALL OF A
 QF0091'24-INCH CAST-IRON CULVERT, 30 FEET SOUTH OF THE CENTER OF THE
 QF0091'JUNCTION OF A PRIVATE ROAD, 35 FEET WEST OF THE CENTER LINE OF
 QF0091'THE HIGHWAY, IN THE TOP OF A ROCK OUTCROP, AND ABOUT 5 FEET
 QF0091'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED F 65 1935.
 QF0091
 QF0091                          STATION RECOVERY (1946)
 QF0091
 QF0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 QF0091'RECOVERED IN GOOD CONDITION.
 QF0091
 QF0091                          STATION RECOVERY (1978)
 QF0091
 QF0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QF0091'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0042 ***********************************************************************
 PD0042  DESIGNATION -  F 67
 PD0042  PID         -  PD0042
 PD0042  STATE/COUNTY-  ME/WASHINGTON
 PD0042  USGS QUAD   -  EASTPORT (1977)
 PD0042
 PD0042                         *CURRENT SURVEY CONTROL
 PD0042  ___________________________________________________________________
 PD0042* NAD 83(1986)-  44 57 29.     (N)    067 02 38.     (W)     SCALED    
 PD0042* NAVD 88     -        27.289  (meters)      89.53   (feet)  ADJUSTED  
 PD0042  ___________________________________________________________________
 PD0042  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 PD0042  DYNAMIC HT  -          27.289 (meters)      89.53  (feet)  COMP
 PD0042  MODELED GRAV-     980,616.5   (mgal)                       NAVD 88
 PD0042
 PD0042  VERT ORDER  -  SECOND    CLASS 0
 PD0042
 PD0042.The horizontal coordinates were scaled from a topographic map and have
 PD0042.an estimated accuracy of +/- 6 seconds.
 PD0042
 PD0042.The orthometric height was determined by differential leveling
 PD0042.and adjusted by the National Geodetic Survey in June 1991..
 PD0042
 PD0042.The geoid height was determined by GEOID03.
 PD0042
 PD0042.The dynamic height is computed by dividing the NAVD 88
 PD0042.geopotential number by the normal gravity value computed on the
 PD0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0042.degrees latitude (g = 980.6199 gals.).
 PD0042
 PD0042.The modeled gravity was interpolated from observed gravity values.
 PD0042
 PD0042;                    North         East    Units  Estimated Accuracy
 PD0042;SPC ME E     -   144,510.      414,880.      MT  (+/- 180 meters Scaled)
 PD0042
 PD0042                          SUPERSEDED SURVEY CONTROL
 PD0042
 PD0042  NGVD 29 (??/??/92)   27.481  (m)           90.16   (f) ADJ UNCH    2 0
 PD0042
 PD0042.Superseded values are not recommended for survey control.
 PD0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0042.See file dsdata.txt to determine how the superseded data were derived.
 PD0042
 PD0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK542801(NAD 83)
 PD0042_MARKER: DB = BENCH MARK DISK
 PD0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PD0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PD0042_STAMPING: F 67 1935
 PD0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0042+STABILITY: SURFACE MOTION
 PD0042
 PD0042  HISTORY     - Date     Condition        Report By
 PD0042  HISTORY     - 1935     MONUMENTED       CGS
 PD0042  HISTORY     - 1946     GOOD             NGS
 PD0042  HISTORY     - 1978     MARK NOT FOUND   NGS
 PD0042
 PD0042                          STATION DESCRIPTION
 PD0042
 PD0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PD0042'AT PLEASANT POINT.
 PD0042'AT PLEASANT POINT, WASHINGTON COUNTY, ON A DIRT ROAD, AT THE
 PD0042'WEST EDGE OF THE VILLAGE, ABOUT 0.2 MILE WEST OF A CATHOLIC
 PD0042'CHURCH, AT THE TOP OF A HILL, 43 FEET NORTHEAST OF THE CENTER
 PD0042'OF THE JUNCTION OF TWO ROADS, AND 22 FEET EAST OF THE CENTER
 PD0042'LINE OF THE EAST ROAD.  A STANDARD DISK, STAMPED F 67 1935
 PD0042'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1/2 FOOT
 PD0042'ABOVE GROUND.
 PD0042
 PD0042                          STATION RECOVERY (1946)
 PD0042
 PD0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 PD0042'RECOVERED IN GOOD CONDITION.
 PD0042
 PD0042                          STATION RECOVERY (1978)
 PD0042
 PD0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PD0042'MARK SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0090 ***********************************************************************
 PD0090  DESIGNATION -  F 68
 PD0090  PID         -  PD0090
 PD0090  STATE/COUNTY-  ME/WASHINGTON
 PD0090  USGS QUAD   -  CUTLER (1993)
 PD0090
 PD0090                         *CURRENT SURVEY CONTROL
 PD0090  ___________________________________________________________________
 PD0090* NAD 83(1986)-  44 42 43.     (N)    067 08 27.     (W)     SCALED    
 PD0090* NAVD 88     -        52.871  (meters)     173.46   (feet)  ADJUSTED  
 PD0090  ___________________________________________________________________
 PD0090  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 PD0090  DYNAMIC HT  -          52.871 (meters)     173.46  (feet)  COMP
 PD0090  MODELED GRAV-     980,620.1   (mgal)                       NAVD 88
 PD0090
 PD0090  VERT ORDER  -  FIRST     CLASS II
 PD0090
 PD0090.The horizontal coordinates were scaled from a topographic map and have
 PD0090.an estimated accuracy of +/- 6 seconds.
 PD0090
 PD0090.The orthometric height was determined by differential leveling
 PD0090.and adjusted by the National Geodetic Survey in June 1991..
 PD0090
 PD0090.The geoid height was determined by GEOID03.
 PD0090
 PD0090.The dynamic height is computed by dividing the NAVD 88
 PD0090.geopotential number by the normal gravity value computed on the
 PD0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0090.degrees latitude (g = 980.6199 gals.).
 PD0090
 PD0090.The modeled gravity was interpolated from observed gravity values.
 PD0090
 PD0090;                    North         East    Units  Estimated Accuracy
 PD0090;SPC ME E     -   117,030.      407,690.      MT  (+/- 180 meters Scaled)
 PD0090
 PD0090                          SUPERSEDED SURVEY CONTROL
 PD0090
 PD0090  NGVD 29 (??/??/92)   53.040  (m)          174.02   (f) ADJ UNCH    1 2
 PD0090
 PD0090.Superseded values are not recommended for survey control.
 PD0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0090.See file dsdata.txt to determine how the superseded data were derived.
 PD0090
 PD0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK472526(NAD 83)
 PD0090_MARKER: DB = BENCH MARK DISK
 PD0090_SETTING: 80 = SET IN A BOULDER
 PD0090_SP_SET: BOULDER
 PD0090_STAMPING: F 68 1935
 PD0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0090+STABILITY: SURFACE MOTION
 PD0090
 PD0090  HISTORY     - Date     Condition        Report By
 PD0090  HISTORY     - 1935     MONUMENTED       CGS
 PD0090  HISTORY     - 1946     GOOD             NGS
 PD0090  HISTORY     - 1978     GOOD             NGS
 PD0090
 PD0090                          STATION DESCRIPTION
 PD0090
 PD0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PD0090'5 MI NE FROM CUTLER.
 PD0090'ABOUT 5.0 MILES NORTHEAST ALONG STATE HIGHWAY 191 FROM THE
 PD0090'SCHOOL AT CUTLER, WASHINGTON COUNTY, AT AN OPEN FIELD, ABOUT
 PD0090'200 YARDS SOUTHEAST OF A CLIFF AT THE EDGE OF A WOODS, AT THE
 PD0090'MIDDLE OF A GRADE, ABOUT 112 FEET NORTHEAST OF A FENCE CORNER,
 PD0090'32 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP
 PD0090'OF A LARGE GRANITE BOULDER, ABOUT 2.5 FEET ABOVE GROUND, AND
 PD0090'ABOUT 2 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 PD0090'F 68 1935.
 PD0090
 PD0090                          STATION RECOVERY (1946)
 PD0090
 PD0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 PD0090'RECOVERED IN GOOD CONDITION.
 PD0090
 PD0090                          STATION RECOVERY (1978)
 PD0090
 PD0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PD0090'DISK IS NOW 1-FT. BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0191 ***********************************************************************
 PD0191  DESIGNATION -  F 75
 PD0191  PID         -  PD0191
 PD0191  STATE/COUNTY-  ME/WASHINGTON
 PD0191  USGS QUAD   -  LAKE CATHANCE (1987)
 PD0191
 PD0191                         *CURRENT SURVEY CONTROL
 PD0191  ___________________________________________________________________
 PD0191* NAD 83(1986)-  44 56 08.     (N)    067 25 53.     (W)     SCALED    
 PD0191* NAVD 88     -        73.600  (meters)     241.47   (feet)  ADJUSTED  
 PD0191  ___________________________________________________________________
 PD0191  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 PD0191  DYNAMIC HT  -          73.597 (meters)     241.46  (feet)  COMP
 PD0191  MODELED GRAV-     980,573.6   (mgal)                       NAVD 88
 PD0191
 PD0191  VERT ORDER  -  SECOND    CLASS 0
 PD0191
 PD0191.The horizontal coordinates were scaled from a topographic map and have
 PD0191.an estimated accuracy of +/- 6 seconds.
 PD0191
 PD0191.The orthometric height was determined by differential leveling
 PD0191.and adjusted by the National Geodetic Survey in June 1991..
 PD0191
 PD0191.The geoid height was determined by GEOID03.
 PD0191
 PD0191.The dynamic height is computed by dividing the NAVD 88
 PD0191.geopotential number by the normal gravity value computed on the
 PD0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0191.degrees latitude (g = 980.6199 gals.).
 PD0191
 PD0191.The modeled gravity was interpolated from observed gravity values.
 PD0191
 PD0191;                    North         East    Units  Estimated Accuracy
 PD0191;SPC ME E     -   141,540.      384,340.      MT  (+/- 180 meters Scaled)
 PD0191
 PD0191                          SUPERSEDED SURVEY CONTROL
 PD0191
 PD0191  NGVD 29 (??/??/92)   73.805  (m)          242.14   (f) ADJ UNCH    2 0
 PD0191
 PD0191.Superseded values are not recommended for survey control.
 PD0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0191.See file dsdata.txt to determine how the superseded data were derived.
 PD0191
 PD0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK237769(NAD 83)
 PD0191_MARKER: DB = BENCH MARK DISK
 PD0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PD0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PD0191_STAMPING: F 75 1935
 PD0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0191+STABILITY: SURFACE MOTION
 PD0191
 PD0191  HISTORY     - Date     Condition        Report By
 PD0191  HISTORY     - 1935     MONUMENTED       CGS
 PD0191
 PD0191                          STATION DESCRIPTION
 PD0191
 PD0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PD0191'4.6 MI S FROM COOPERS CORNER.
 PD0191'4.6 MILES SOUTH ALONG STATE HIGHWAY 191 FROM COOPERS CORNER,
 PD0191'WASHINGTON COUNTY, 32 FEET NORTH OF THE CENTER OF THE ENTRANCE
 PD0191'TO THE J. DEFERRARI LAKE CATHANCE PROPERTY, AND 22 FEET EAST
 PD0191'OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 PD0191'F 75 1935 AND SET IN THETOP OF A CONCRETE POST PROJECTING 6
 PD0191'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0389 ***********************************************************************
 PD0389  DESIGNATION -  F 76
 PD0389  PID         -  PD0389
 PD0389  STATE/COUNTY-  ME/WASHINGTON
 PD0389  USGS QUAD   -  WESLEY (1990)
 PD0389
 PD0389                         *CURRENT SURVEY CONTROL
 PD0389  ___________________________________________________________________
 PD0389* NAD 83(1986)-  44 54 12.     (N)    067 37 52.     (W)     SCALED    
 PD0389* NAVD 88     -        68.690  (meters)     225.36   (feet)  ADJUSTED  
 PD0389  ___________________________________________________________________
 PD0389  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 PD0389  DYNAMIC HT  -          68.686 (meters)     225.35  (feet)  COMP
 PD0389  MODELED GRAV-     980,567.7   (mgal)                       NAVD 88
 PD0389
 PD0389  VERT ORDER  -  SECOND    CLASS 0
 PD0389
 PD0389.The horizontal coordinates were scaled from a topographic map and have
 PD0389.an estimated accuracy of +/- 6 seconds.
 PD0389
 PD0389.The orthometric height was determined by differential leveling
 PD0389.and adjusted by the National Geodetic Survey in June 1991..
 PD0389
 PD0389.The geoid height was determined by GEOID03.
 PD0389
 PD0389.The dynamic height is computed by dividing the NAVD 88
 PD0389.geopotential number by the normal gravity value computed on the
 PD0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0389.degrees latitude (g = 980.6199 gals.).
 PD0389
 PD0389.The modeled gravity was interpolated from observed gravity values.
 PD0389
 PD0389;                    North         East    Units  Estimated Accuracy
 PD0389;SPC ME E     -   137,770.      368,620.      MT  (+/- 180 meters Scaled)
 PD0389
 PD0389                          SUPERSEDED SURVEY CONTROL
 PD0389
 PD0389  NGVD 29 (??/??/92)   68.880  (m)          225.98   (f) ADJ UNCH    2 0
 PD0389
 PD0389.Superseded values are not recommended for survey control.
 PD0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0389.See file dsdata.txt to determine how the superseded data were derived.
 PD0389
 PD0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK080731(NAD 83)
 PD0389_MARKER: DB = BENCH MARK DISK
 PD0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PD0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PD0389_STAMPING: F 76 1935
 PD0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0389+STABILITY: SURFACE MOTION
 PD0389
 PD0389  HISTORY     - Date     Condition        Report By
 PD0389  HISTORY     - 1935     MONUMENTED       CGS
 PD0389
 PD0389                          STATION DESCRIPTION
 PD0389
 PD0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PD0389'3.7 MI S FROM WESLEY.
 PD0389'3.7 MILES SOUTH ALONG STATE HIGHWAY 192 FROM THE JUNCTION OF
 PD0389'STATE HIGHWAY 9 AT WESLEY, WASHINGTON COUNTY, AT THE JUNCTION OF
 PD0389'A ROAD LEADING WEST, AT THE BACON HOUSE, IN THE SOUTHWEST CORNER
 PD0389'OF THE YARD, 28 YARDS SOUTH OF THE HOUSE, 21 FEET EAST OF THE
 PD0389'CENTER LINE OF THE HIGHWAY, AND 5 FEET NORTH OF A RAIL-FENCE
 PD0389'CORNER.  A STANDARD DISK, STAMPED F 76 1935 AND SET IN THE TOP
 PD0389'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0141 ***********************************************************************
 PE0141  DESIGNATION -  F 77
 PE0141  PID         -  PE0141
 PE0141  STATE/COUNTY-  ME/HANCOCK
 PE0141  USGS QUAD   -  BEECH HILL POND (1981)
 PE0141
 PE0141                         *CURRENT SURVEY CONTROL
 PE0141  ___________________________________________________________________
 PE0141* NAD 83(1986)-  44 39 33.     (N)    068 25 36.     (W)     SCALED    
 PE0141* NAVD 88     -        47.723  (meters)     156.57   (feet)  ADJUSTED  
 PE0141  ___________________________________________________________________
 PE0141  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 PE0141  DYNAMIC HT  -          47.721 (meters)     156.56  (feet)  COMP
 PE0141  MODELED GRAV-     980,560.6   (mgal)                       NAVD 88
 PE0141
 PE0141  VERT ORDER  -  SECOND    CLASS 0
 PE0141
 PE0141.The horizontal coordinates were scaled from a topographic map and have
 PE0141.an estimated accuracy of +/- 6 seconds.
 PE0141
 PE0141.The orthometric height was determined by differential leveling
 PE0141.and adjusted by the National Geodetic Survey in June 1991..
 PE0141
 PE0141.The geoid height was determined by GEOID03.
 PE0141
 PE0141.The dynamic height is computed by dividing the NAVD 88
 PE0141.geopotential number by the normal gravity value computed on the
 PE0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0141.degrees latitude (g = 980.6199 gals.).
 PE0141
 PE0141.The modeled gravity was interpolated from observed gravity values.
 PE0141
 PE0141;                    North         East    Units  Estimated Accuracy
 PE0141;SPC ME E     -   110,270.      305,820.      MT  (+/- 180 meters Scaled)
 PE0141
 PE0141                          SUPERSEDED SURVEY CONTROL
 PE0141
 PE0141  NGVD 29 (??/??/92)   47.913  (m)          157.19   (f) ADJ UNCH    2 0
 PE0141
 PE0141.Superseded values are not recommended for survey control.
 PE0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0141.See file dsdata.txt to determine how the superseded data were derived.
 PE0141
 PE0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK454452(NAD 83)
 PE0141_MARKER: DB = BENCH MARK DISK
 PE0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0141_STAMPING: F 77 1935
 PE0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0141+STABILITY: SURFACE MOTION
 PE0141
 PE0141  HISTORY     - Date     Condition        Report By
 PE0141  HISTORY     - 1935     MONUMENTED       CGS
 PE0141  HISTORY     - 1953     GOOD             NGS
 PE0141  HISTORY     - 1976     POOR             USGS
 PE0141
 PE0141                          STATION DESCRIPTION
 PE0141
 PE0141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 PE0141'4.4 MI S FROM OTIS.
 PE0141'4.4 MILES SOUTH ALONG STATE HIGHWAY 180 FROM THE CROSSROADS
 PE0141'AT OTIS, ABOUT 0.45 MILE SOUTH OF THE ELLSWORTH-OTIS TOWN LINE,
 PE0141'NEAR THE TOP OF A GRADE, 34 FEET EAST OF CENTER LINE OF HIGHWAY,
 PE0141'101 FEET NORTH OF EAST END OF A 14-INCH PIPE CULVERT, 178 FEET
 PE0141'SOUTH-SOUTHEAST AND ACROSS HIGHWAY FROM POWER POLE NO. 1527 WITH
 PE0141'A TRANSFORMER, 172 FEET SOUTH OF A LONE 18-INCH PINE TREE,
 PE0141'171 1/2 FEET SOUTH OF TELEPHONE POLE NO. 239, ABOUT 3 FEET ABOVE
 PE0141'LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PE0141'6 INCHES.
 PE0141
 PE0141                          STATION RECOVERY (1976)
 PE0141
 PE0141'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 PE0141'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0214 ***********************************************************************
 QG0214  DESIGNATION -  F 78
 QG0214  PID         -  QG0214
 QG0214  STATE/COUNTY-  ME/PENOBSCOT
 QG0214  USGS QUAD   -  SPRINGFIELD (1988)
 QG0214
 QG0214                         *CURRENT SURVEY CONTROL
 QG0214  ___________________________________________________________________
 QG0214* NAD 83(1986)-  45 23 37.     (N)    068 09 12.     (W)     SCALED    
 QG0214* NAVD 88     -       138.439  (meters)     454.20   (feet)  ADJUSTED  
 QG0214  ___________________________________________________________________
 QG0214  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 QG0214  DYNAMIC HT  -         138.438 (meters)     454.19  (feet)  COMP
 QG0214  MODELED GRAV-     980,613.2   (mgal)                       NAVD 88
 QG0214
 QG0214  VERT ORDER  -  SECOND    CLASS 0
 QG0214
 QG0214.The horizontal coordinates were scaled from a topographic map and have
 QG0214.an estimated accuracy of +/- 6 seconds.
 QG0214
 QG0214.The orthometric height was determined by differential leveling
 QG0214.and adjusted by the National Geodetic Survey in June 1991..
 QG0214
 QG0214.The geoid height was determined by GEOID03.
 QG0214
 QG0214.The dynamic height is computed by dividing the NAVD 88
 QG0214.geopotential number by the normal gravity value computed on the
 QG0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0214.degrees latitude (g = 980.6199 gals.).
 QG0214
 QG0214.The modeled gravity was interpolated from observed gravity values.
 QG0214
 QG0214;                    North         East    Units  Estimated Accuracy
 QG0214;SPC ME E     -   191,940.      327,140.      MT  (+/- 180 meters Scaled)
 QG0214
 QG0214                          SUPERSEDED SURVEY CONTROL
 QG0214
 QG0214  NGVD 29 (??/??/92)  138.640  (m)          454.85   (f) ADJ UNCH    2 0
 QG0214
 QG0214.Superseded values are not recommended for survey control.
 QG0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0214.See file dsdata.txt to determine how the superseded data were derived.
 QG0214
 QG0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL662270(NAD 83)
 QG0214_MARKER: DB = BENCH MARK DISK
 QG0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0214_STAMPING: F 78 1935
 QG0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0214+STABILITY: SURFACE MOTION
 QG0214
 QG0214  HISTORY     - Date     Condition        Report By
 QG0214  HISTORY     - 1935     MONUMENTED       CGS
 QG0214  HISTORY     - 1942     GOOD             NGS
 QG0214  HISTORY     - 1987     GOOD             USPSQD
 QG0214
 QG0214                          STATION DESCRIPTION
 QG0214
 QG0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QG0214'1 MI W FROM SPRINGFIELD.
 QG0214'1.0 MILE WEST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE AT
 QG0214'SPRINGFIELD, PENOBSCOT COUNTY, 270 FEET EAST OF THE JUNCTION OF A
 QG0214'TRACK ROAD LEADING SOUTH, 135 FEET WEST OF THE WEST END OF A
 QG0214'GUARDRAIL, AT A GROUP OF LARGE FARM BUILDINGS, 29 FEET NORTH OF
 QG0214'THE CENTER LINE OF THE HIGHWAY, 12 FEET EAST OF A LARGE MAPLE TREE,
 QG0214'3 FEET WEST OF A WHITE WOODEN WITNESS POST, 1 FOOT SOUTH OF THE
 QG0214'RIGHT-OF-WAY FENCE, AND 2.5 FEET HIGHER THAN THE HIGHWAY.  A
 QG0214'STANDARD DISK, STAMPED F 78 1935 AND SET IN THE TOP OF A CONCRETE
 QG0214'POST PROJECTING 0.5 FOOT ABOVE GROUND.
 QG0214
 QG0214                          STATION RECOVERY (1942)
 QG0214
 QG0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 QG0214'RECOVERED IN GOOD CONDITION.
 QG0214
 QG0214                          STATION RECOVERY (1987)
 QG0214
 QG0214'RECOVERY NOTE BY US POWER SQUADRON 1987 (ELG)
 QG0214'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0551 ***********************************************************************
 QG0551  DESIGNATION -  F 80
 QG0551  PID         -  QG0551
 QG0551  STATE/COUNTY-  ME/PISCATAQUIS
 QG0551  USGS QUAD   -  NORCROSS (1988)
 QG0551
 QG0551                         *CURRENT SURVEY CONTROL
 QG0551  ___________________________________________________________________
 QG0551* NAD 83(1986)-  45 41 47.     (N)    068 48 06.     (W)     SCALED    
 QG0551* NAVD 88     -       179.220  (meters)     587.99   (feet)  ADJUSTED  
 QG0551  ___________________________________________________________________
 QG0551  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 QG0551  DYNAMIC HT  -         179.223 (meters)     588.00  (feet)  COMP
 QG0551  MODELED GRAV-     980,630.2   (mgal)                       NAVD 88
 QG0551
 QG0551  VERT ORDER  -  SECOND    CLASS 0
 QG0551
 QG0551.The horizontal coordinates were scaled from a topographic map and have
 QG0551.an estimated accuracy of +/- 6 seconds.
 QG0551
 QG0551.The orthometric height was determined by differential leveling
 QG0551.and adjusted by the National Geodetic Survey in June 1991..
 QG0551
 QG0551.The geoid height was determined by GEOID03.
 QG0551
 QG0551.The dynamic height is computed by dividing the NAVD 88
 QG0551.geopotential number by the normal gravity value computed on the
 QG0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0551.degrees latitude (g = 980.6199 gals.).
 QG0551
 QG0551.The modeled gravity was interpolated from observed gravity values.
 QG0551
 QG0551;                    North         East    Units  Estimated Accuracy
 QG0551;SPC ME E     -   225,580.      276,510.      MT  (+/- 180 meters Scaled)
 QG0551
 QG0551                          SUPERSEDED SURVEY CONTROL
 QG0551
 QG0551  NGVD 29 (??/??/92)  179.385  (m)          588.53   (f) ADJ UNCH    2 0
 QG0551
 QG0551.Superseded values are not recommended for survey control.
 QG0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0551.See file dsdata.txt to determine how the superseded data were derived.
 QG0551
 QG0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL154603(NAD 83)
 QG0551_MARKER: DB = BENCH MARK DISK
 QG0551_SETTING: 80 = SET IN A BOULDER
 QG0551_SP_SET: BOULDER
 QG0551_STAMPING: F 80 1942
 QG0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0551+STABILITY: SURFACE MOTION
 QG0551
 QG0551  HISTORY     - Date     Condition        Report By
 QG0551  HISTORY     - 1942     MONUMENTED       CGS
 QG0551
 QG0551                          STATION DESCRIPTION
 QG0551
 QG0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0551'5.1 MI NW FROM MILLINOCKET.
 QG0551'5.1 MILES NORTHWEST ALONG THE BAXTER STATE PARK ROAD FROM THE
 QG0551'BANGOR AND AROOSTOOK RAILROAD STATION AT MILLINOCKET, PENOBSCOT
 QG0551'COUNTY, 84 FEET SOUTH OF A BRACED POLE, 30 FEET SOUTH OF A 10-FOOT
 QG0551'BOULDER ABOUT 5 FEET HIGH, 26.5 FEET EAST OF THE CENTER LINE OF
 QG0551'THE ROAD, IN THE TOP OF A 6-FOOT GRANITE BOULDER, AND ABOUT 3 FEET
 QG0551'HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED F 80 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0680 ***********************************************************************
 QG0680  DESIGNATION -  F 81
 QG0680  PID         -  QG0680
 QG0680  STATE/COUNTY-  ME/PISCATAQUIS
 QG0680  USGS QUAD   -  DOUBLETOP MTN (1988)
 QG0680
 QG0680                         *CURRENT SURVEY CONTROL
 QG0680  ___________________________________________________________________
 QG0680* NAD 83(1986)-  45 55 08.     (N)    069 02 46.     (W)     SCALED    
 QG0680* NAVD 88     -       349.720  (meters)    1147.37   (feet)  ADJUSTED  
 QG0680  ___________________________________________________________________
 QG0680  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 QG0680  DYNAMIC HT  -         349.720 (meters)    1147.37  (feet)  COMP
 QG0680  MODELED GRAV-     980,603.8   (mgal)                       NAVD 88
 QG0680
 QG0680  VERT ORDER  -  SECOND    CLASS 0
 QG0680
 QG0680.The horizontal coordinates were scaled from a topographic map and have
 QG0680.an estimated accuracy of +/- 6 seconds.
 QG0680
 QG0680.The orthometric height was determined by differential leveling
 QG0680.and adjusted by the National Geodetic Survey in June 1991..
 QG0680
 QG0680.The geoid height was determined by GEOID03.
 QG0680
 QG0680.The dynamic height is computed by dividing the NAVD 88
 QG0680.geopotential number by the normal gravity value computed on the
 QG0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0680.degrees latitude (g = 980.6199 gals.).
 QG0680
 QG0680.The modeled gravity was interpolated from observed gravity values.
 QG0680
 QG0680;                    North         East    Units  Estimated Accuracy
 QG0680;SPC ME E     -   250,400.      257,640.      MT  (+/- 180 meters Scaled)
 QG0680
 QG0680                          SUPERSEDED SURVEY CONTROL
 QG0680
 QG0680  NGVD 29 (??/??/92)  349.875  (m)         1147.88   (f) ADJ UNCH    2 0
 QG0680
 QG0680.Superseded values are not recommended for survey control.
 QG0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0680.See file dsdata.txt to determine how the superseded data were derived.
 QG0680
 QG0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL964850(NAD 83)
 QG0680_MARKER: DB = BENCH MARK DISK
 QG0680_SETTING: 80 = SET IN A BOULDER
 QG0680_SP_SET: BOULDER
 QG0680_STAMPING: F 81 1942
 QG0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0680+STABILITY: SURFACE MOTION
 QG0680
 QG0680  HISTORY     - Date     Condition        Report By
 QG0680  HISTORY     - 1942     MONUMENTED       CGS
 QG0680
 QG0680                          STATION DESCRIPTION
 QG0680
 QG0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0680'28.2 MI NW FROM MILLINOCKET.
 QG0680'IN PISCATAQUIS COUNTY, 28.2 MILES NORTHWEST ALONG THE BAXTER STATE
 QG0680'PARK ROAD FROM THE BANGOR AND AROOSTOOK RAILROAD STATION AT
 QG0680'MILLINOCKET, PENOBSCOT COUNTY, 4.0 MILES NORTHWEST OF THE
 QG0680'KATAHDIN STREAM RANGER STATION, 0.1 MILE NORTH OF A LARGE
 QG0680'VERTICAL ROCK ON THE EAST SIDE OF THE ROAD, 125 FEET NORTH OF
 QG0680'THE TOP OF A SMALL STEEP GRADE, 40 FEET NORTH OF A SMALL TURNOUT,
 QG0680'14 FEET WEST OF THE CENTER LINE OF THE ROAD, IN THE TOP OF A
 QG0680'LAGE FLAT BOULDER, AND ABOUT 2 FEET HIGHER THAN THE ROAD.  A
 QG0680'STANDARD DISK, STAMPED F 81 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0520 ***********************************************************************
 QG0520  DESIGNATION -  F 82
 QG0520  PID         -  QG0520
 QG0520  STATE/COUNTY-  ME/PENOBSCOT
 QG0520  USGS QUAD   -  MILLINOCKET (1988)
 QG0520
 QG0520                         *CURRENT SURVEY CONTROL
 QG0520  ___________________________________________________________________
 QG0520* NAD 83(1986)-  45 40 29.     (N)    068 42 14.     (W)     SCALED    
 QG0520* NAVD 88     -       112.373  (meters)     368.68   (feet)  ADJUSTED  
 QG0520  ___________________________________________________________________
 QG0520  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 QG0520  DYNAMIC HT  -         112.376 (meters)     368.69  (feet)  COMP
 QG0520  MODELED GRAV-     980,642.8   (mgal)                       NAVD 88
 QG0520
 QG0520  VERT ORDER  -  SECOND    CLASS 0
 QG0520
 QG0520.The horizontal coordinates were scaled from a topographic map and have
 QG0520.an estimated accuracy of +/- 6 seconds.
 QG0520
 QG0520.The orthometric height was determined by differential leveling
 QG0520.and adjusted by the National Geodetic Survey in June 1991..
 QG0520
 QG0520.The geoid height was determined by GEOID03.
 QG0520
 QG0520.The dynamic height is computed by dividing the NAVD 88
 QG0520.geopotential number by the normal gravity value computed on the
 QG0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0520.degrees latitude (g = 980.6199 gals.).
 QG0520
 QG0520.The modeled gravity was interpolated from observed gravity values.
 QG0520
 QG0520;                    North         East    Units  Estimated Accuracy
 QG0520;SPC ME E     -   223,140.      284,120.      MT  (+/- 180 meters Scaled)
 QG0520
 QG0520                          SUPERSEDED SURVEY CONTROL
 QG0520
 QG0520  NGVD 29 (??/??/92)  112.542  (m)          369.23   (f) ADJ UNCH    2 0
 QG0520
 QG0520.Superseded values are not recommended for survey control.
 QG0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0520.See file dsdata.txt to determine how the superseded data were derived.
 QG0520
 QG0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL230579(NAD 83)
 QG0520_MARKER: DB = BENCH MARK DISK
 QG0520_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QG0520_SP_SET: ABUTMENT
 QG0520_STAMPING: F 82 1942
 QG0520_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG0520
 QG0520  HISTORY     - Date     Condition        Report By
 QG0520  HISTORY     - 1942     MONUMENTED       CGS
 QG0520
 QG0520                          STATION DESCRIPTION
 QG0520
 QG0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0520'0.9 MI NE FROM MILLINOCKET.
 QG0520'0.9 MILE NORTHEAST ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 QG0520'THE STATION AT MILLINOCKET, PENOBSCOT COUNTY, AT THE RAILROAD
 QG0520'BRIDGE OVER PENOBSCOT RIVER, IN THE TOP OF THE SOUTH END OF THE WEST
 QG0520'CONCRETE ABUTMENT, 13 FEET SOUTH OF THE CENTER LINE OF THE SOUTH
 QG0520'TRACK, 1 FOOT EAST OF THE SOUTHWEST RETAINING WALL, AND ABOUT
 QG0520'3 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED F 82 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0346 ***********************************************************************
 QG0346  DESIGNATION -  F 83
 QG0346  PID         -  QG0346
 QG0346  STATE/COUNTY-  ME/PENOBSCOT
 QG0346  USGS QUAD   -  LAGRANGE (1983)
 QG0346
 QG0346                         *CURRENT SURVEY CONTROL
 QG0346  ___________________________________________________________________
 QG0346* NAD 83(1986)-  45 07 41.     (N)    068 49 33.     (W)     SCALED    
 QG0346* NAVD 88     -        57.289  (meters)     187.96   (feet)  ADJUSTED  
 QG0346  ___________________________________________________________________
 QG0346  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 QG0346  DYNAMIC HT  -          57.288 (meters)     187.95  (feet)  COMP
 QG0346  MODELED GRAV-     980,608.4   (mgal)                       NAVD 88
 QG0346
 QG0346  VERT ORDER  -  FIRST     CLASS II
 QG0346
 QG0346.The horizontal coordinates were scaled from a topographic map and have
 QG0346.an estimated accuracy of +/- 6 seconds.
 QG0346
 QG0346.The orthometric height was determined by differential leveling
 QG0346.and adjusted by the National Geodetic Survey in June 1991..
 QG0346.WARNING-Repeat measurements at this control monument indicate possible
 QG0346.vertical movement.
 QG0346
 QG0346.The geoid height was determined by GEOID03.
 QG0346
 QG0346.The dynamic height is computed by dividing the NAVD 88
 QG0346.geopotential number by the normal gravity value computed on the
 QG0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0346.degrees latitude (g = 980.6199 gals.).
 QG0346
 QG0346.The modeled gravity was interpolated from observed gravity values.
 QG0346
 QG0346;                    North         East    Units  Estimated Accuracy
 QG0346;SPC ME E     -   162,430.      274,370.      MT  (+/- 180 meters Scaled)
 QG0346
 QG0346                          SUPERSEDED SURVEY CONTROL
 QG0346
 QG0346  NGVD 29 (??/??/92)   57.464  (m)          188.53   (f) ADJ UNCH    1 2
 QG0346
 QG0346.Superseded values are not recommended for survey control.
 QG0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0346.See file dsdata.txt to determine how the superseded data were derived.
 QG0346
 QG0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK136971(NAD 83)
 QG0346_MARKER: DB = BENCH MARK DISK
 QG0346_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QG0346_SP_SET: RAILROAD SIGNAL BASE
 QG0346_STAMPING: F 83 1942
 QG0346_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG0346
 QG0346  HISTORY     - Date     Condition        Report By
 QG0346  HISTORY     - 1942     MONUMENTED       CGS
 QG0346  HISTORY     - 1953     GOOD             NGS
 QG0346
 QG0346                          STATION DESCRIPTION
 QG0346
 QG0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 QG0346'0.9 MI NW FROM SOUTH LAGRANGE.
 QG0346'0.9 MILE NORTHWEST ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 QG0346'THE STATION AT SOUTH LAGRANGE, AT MILE POST 55, SET VERTICALLY IN
 QG0346'THE EAST FACE AT NORTHEAST CORNER OF CONCRETE BASE OF RAILROAD
 QG0346'SIGNAL NO. 13.0, 8 FEET WEST OF WEST RAIL, 62 FEET SOUTH OF MILE
 QG0346'POST 55, ABOUT 2 FEET ABOVE GROUND AND ABOUT 1 FOOT ABOVE LEVEL
 QG0346'OF TRACK.
 QG0346'NOTE--ALTHO MARK APPEARS TO BE IN GOOD CONDITION IS SHOULD BE USED
 QG0346'WITH CAUTION AS SIGNAL BASES IN THIS REGION ARE NOT CONSIDERED
 QG0346'STABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0365 ***********************************************************************
 QG0365  DESIGNATION -  F 84
 QG0365  PID         -  QG0365
 QG0365  STATE/COUNTY-  ME/PENOBSCOT
 QG0365  USGS QUAD   -  GREENBUSH (1988)
 QG0365
 QG0365                         *CURRENT SURVEY CONTROL
 QG0365  ___________________________________________________________________
 QG0365* NAD 83(1986)-  45 02 34.     (N)    068 44 04.     (W)     SCALED    
 QG0365* NAVD 88     -        68.504  (meters)     224.75   (feet)  ADJUSTED  
 QG0365  ___________________________________________________________________
 QG0365  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 QG0365  DYNAMIC HT  -          68.503 (meters)     224.75  (feet)  COMP
 QG0365  MODELED GRAV-     980,606.6   (mgal)                       NAVD 88
 QG0365
 QG0365  VERT ORDER  -  SECOND    CLASS 0
 QG0365
 QG0365.The horizontal coordinates were scaled from a topographic map and have
 QG0365.an estimated accuracy of +/- 6 seconds.
 QG0365
 QG0365.The orthometric height was determined by differential leveling
 QG0365.and adjusted by the National Geodetic Survey in June 1991..
 QG0365
 QG0365.The geoid height was determined by GEOID03.
 QG0365
 QG0365.The dynamic height is computed by dividing the NAVD 88
 QG0365.geopotential number by the normal gravity value computed on the
 QG0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0365.degrees latitude (g = 980.6199 gals.).
 QG0365
 QG0365.The modeled gravity was interpolated from observed gravity values.
 QG0365
 QG0365;                    North         East    Units  Estimated Accuracy
 QG0365;SPC ME E     -   152,920.      281,530.      MT  (+/- 180 meters Scaled)
 QG0365
 QG0365                          SUPERSEDED SURVEY CONTROL
 QG0365
 QG0365  NGVD 29 (??/??/92)   68.693  (m)          225.37   (f) ADJ UNCH    2 0
 QG0365
 QG0365.Superseded values are not recommended for survey control.
 QG0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0365.See file dsdata.txt to determine how the superseded data were derived.
 QG0365
 QG0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK209877(NAD 83)
 QG0365_MARKER: DB = BENCH MARK DISK
 QG0365_SETTING: 80 = SET IN A BOULDER
 QG0365_SP_SET: BOULDER
 QG0365_STAMPING: F 84 1942
 QG0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0365+STABILITY: SURFACE MOTION
 QG0365
 QG0365  HISTORY     - Date     Condition        Report By
 QG0365  HISTORY     - 1942     MONUMENTED       CGS
 QG0365
 QG0365                          STATION DESCRIPTION
 QG0365
 QG0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0365'6.6 MI SE FROM SOUTH LAGRANGE.
 QG0365'6.6 MILES SOUTHEAST ALONG STATE HIGHWAY 155 FROM THE BANGOR AND
 QG0365'AROOSTOOK RAILROAD STATION AT SOUTH LAGRANGE, PENOBSCOT COUNTY,
 QG0365'ABOUT 0.7 MILE NORTH OF THE ALTON CEMETERY, AT THE JUNCTION OF
 QG0365'A PRIVATE ROAD LEADING WEST, ABOUT 165 FEET WEST OF THE CENTER
 QG0365'LINE OF THE HIGHWAY, 12 FEET SOUTH OF THE CENTER LINE OF THE
 QG0365'PRIVATE ROAD, AND IN THE TOP OF THE SOUTH END OF AN 8- BY 12-
 QG0365'BY 3-1/2-FOOT BOULDER.  A STANDARD DISK, STAMPED F 84 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0648 ***********************************************************************
 QG0648  DESIGNATION -  F 86
 QG0648  PID         -  QG0648
 QG0648  STATE/COUNTY-  ME/PISCATAQUIS
 QG0648  USGS QUAD   -  CARIBOU LAKE SOUTH (1988)
 QG0648
 QG0648                         *CURRENT SURVEY CONTROL
 QG0648  ___________________________________________________________________
 QG0648* NAD 83(1986)-  45 47 02.     (N)    069 19 40.     (W)     SCALED    
 QG0648* NAVD 88     -       329.732  (meters)    1081.80   (feet)  ADJUSTED  
 QG0648  ___________________________________________________________________
 QG0648  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 QG0648  DYNAMIC HT  -         329.732 (meters)    1081.80  (feet)  COMP
 QG0648  MODELED GRAV-     980,605.7   (mgal)                       NAVD 88
 QG0648
 QG0648  VERT ORDER  -  SECOND    CLASS 0
 QG0648
 QG0648.The horizontal coordinates were scaled from a topographic map and have
 QG0648.an estimated accuracy of +/- 6 seconds.
 QG0648
 QG0648.The orthometric height was determined by differential leveling
 QG0648.and adjusted by the National Geodetic Survey in June 1991..
 QG0648
 QG0648.The geoid height was determined by GEOID03.
 QG0648
 QG0648.The dynamic height is computed by dividing the NAVD 88
 QG0648.geopotential number by the normal gravity value computed on the
 QG0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0648.degrees latitude (g = 980.6199 gals.).
 QG0648
 QG0648.The modeled gravity was interpolated from observed gravity values.
 QG0648
 QG0648;                    North         East    Units  Estimated Accuracy
 QG0648;SPC ME E     -   235,590.      235,640.      MT  (+/- 180 meters Scaled)
 QG0648
 QG0648                          SUPERSEDED SURVEY CONTROL
 QG0648
 QG0648  NGVD 29 (??/??/92)  329.884  (m)         1082.29   (f) ADJ UNCH    2 0
 QG0648
 QG0648.Superseded values are not recommended for survey control.
 QG0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0648.See file dsdata.txt to determine how the superseded data were derived.
 QG0648
 QG0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL745700(NAD 83)
 QG0648_MARKER: DB = BENCH MARK DISK
 QG0648_SETTING: 66 = SET IN ROCK OUTCROP
 QG0648_SP_SET: ROCK OUTCROP
 QG0648_STAMPING: F 86 1942
 QG0648_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0648+STABILITY: POSITION/ELEVATION WELL
 QG0648
 QG0648  HISTORY     - Date     Condition        Report By
 QG0648  HISTORY     - 1942     MONUMENTED       CGS
 QG0648  HISTORY     - 1953     GOOD             NGS
 QG0648  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 QG0648
 QG0648                          STATION DESCRIPTION
 QG0648
 QG0648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 QG0648'11 MI NE FROM KOKADJO.
 QG0648'11.05 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE POST OFFICE
 QG0648'AT KOKADJO, ABOUT 0.65 MILE NORTHEAST OF GRANT FARM, 55 FEET
 QG0648'NORTHWEST OF CENTER LINE OF ROAD, SET IN THE TOP OF A VERY LARGE
 QG0648'SHALE OUTCROP WHICH FORMS THE SOUTHEAST BANK OF RAGGED STREAM,
 QG0648'AT CENTER OF A SHARP U TURN IN STREAM BED, 155 FEET WEST AND ACROSS
 QG0648'ROAD FROM TELEPHONE POLE NO. 24, 82 FEET NORTH AND ACROSS ROAD
 QG0648'FROM TELEPHONE POLE NO. 23, ABOUT 8 FEET ABOVE LEVEL OF STREAM
 QG0648'BED AND ABOUT 7 1/2 FEET BELOW LEVEL OF ROAD.
 QG0648
 QG0648                          STATION RECOVERY (1984)
 QG0648
 QG0648'RECOVERY NOTE BY US POWER SQUADRON 1984 (RPS)
 QG0648'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0838 ***********************************************************************
 QG0838  DESIGNATION -  F 87
 QG0838  PID         -  QG0838
 QG0838  STATE/COUNTY-  ME/SOMERSET
 QG0838  USGS QUAD   -  KINGSBURY (1989)
 QG0838
 QG0838                         *CURRENT SURVEY CONTROL
 QG0838  ___________________________________________________________________
 QG0838* NAD 83(1986)-  45 06 16.     (N)    069 42 10.     (W)     SCALED    
 QG0838* NAVD 88     -       369.394  (meters)    1211.92   (feet)  ADJUSTED  
 QG0838  ___________________________________________________________________
 QG0838  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 QG0838  DYNAMIC HT  -         369.366 (meters)    1211.83  (feet)  COMP
 QG0838  MODELED GRAV-     980,531.5   (mgal)                       NAVD 88
 QG0838
 QG0838  VERT ORDER  -  SECOND    CLASS 0
 QG0838
 QG0838.The horizontal coordinates were scaled from a topographic map and have
 QG0838.an estimated accuracy of +/- 6 seconds.
 QG0838
 QG0838.The orthometric height was determined by differential leveling
 QG0838.and adjusted by the National Geodetic Survey in June 1991..
 QG0838
 QG0838.The geoid height was determined by GEOID03.
 QG0838
 QG0838.The dynamic height is computed by dividing the NAVD 88
 QG0838.geopotential number by the normal gravity value computed on the
 QG0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0838.degrees latitude (g = 980.6199 gals.).
 QG0838
 QG0838.The modeled gravity was interpolated from observed gravity values.
 QG0838
 QG0838;                    North         East    Units  Estimated Accuracy
 QG0838;SPC ME W     -   252,440.      936,510.      MT  (+/- 180 meters Scaled)
 QG0838
 QG0838                          SUPERSEDED SURVEY CONTROL
 QG0838
 QG0838  NGVD 29 (??/??/92)  369.564  (m)         1212.48   (f) ADJ UNCH    2 0
 QG0838
 QG0838.Superseded values are not recommended for survey control.
 QG0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0838.See file dsdata.txt to determine how the superseded data were derived.
 QG0838
 QG0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK447947(NAD 83)
 QG0838_MARKER: DB = BENCH MARK DISK
 QG0838_SETTING: 80 = SET IN A BOULDER
 QG0838_SP_SET: BOULDER
 QG0838_STAMPING: F 87 1942
 QG0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0838+STABILITY: SURFACE MOTION
 QG0838
 QG0838  HISTORY     - Date     Condition        Report By
 QG0838  HISTORY     - 1942     MONUMENTED       CGS
 QG0838
 QG0838                          STATION DESCRIPTION
 QG0838
 QG0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0838'9.4 MI E FROM BINGHAM.
 QG0838'9.4 MILES EAST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE AT
 QG0838'BINGHAM, SOMERSET COUTNY, ABOUT MIDWAY OF A VERY STEEP HILL,
 QG0838'22 FEET WEST OF THE CENTER LINE OF A SMALL DIRT ROAD LEADING
 QG0838'NORTH, 15 FEET NORTHEAST OF A SMALL PIPE CULVERT UNDER THE
 QG0838'HIGHWAY, ABOUT 1 FOOT HIGHER THAN THE HIGHWAY, 26.5 FEET
 QG0838'NORTH OF THE CENTER LINE OF THE HIGHWAY, AND IN THE TOP OF
 QG0838'A 6- BY 6-FOOT BOULDER PROJECTING ABOUT 1.5 FEET ABOVE GROUND.
 QG0838'A STANDARD DISK, STAMPED F 87 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0370 ***********************************************************************
 PD0370  DESIGNATION -  F 88
 PD0370  PID         -  PD0370
 PD0370  STATE/COUNTY-  ME/WASHINGTON
 PD0370  USGS QUAD   -  SCHOODIC LAKE (1984)
 PD0370
 PD0370                         *CURRENT SURVEY CONTROL
 PD0370  ___________________________________________________________________
 PD0370* NAD 83(1986)-  44 42 08.     (N)    067 57 28.     (W)     SCALED    
 PD0370* NAVD 88     -        44.126  (meters)     144.77   (feet)  ADJUSTED  
 PD0370  ___________________________________________________________________
 PD0370  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 PD0370  DYNAMIC HT  -          44.123 (meters)     144.76  (feet)  COMP
 PD0370  MODELED GRAV-     980,558.2   (mgal)                       NAVD 88
 PD0370
 PD0370  VERT ORDER  -  SECOND    CLASS 0
 PD0370
 PD0370.The horizontal coordinates were scaled from a topographic map and have
 PD0370.an estimated accuracy of +/- 6 seconds.
 PD0370
 PD0370.The orthometric height was determined by differential leveling
 PD0370.and adjusted by the National Geodetic Survey in June 1991..
 PD0370
 PD0370.The geoid height was determined by GEOID03.
 PD0370
 PD0370.The dynamic height is computed by dividing the NAVD 88
 PD0370.geopotential number by the normal gravity value computed on the
 PD0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0370.degrees latitude (g = 980.6199 gals.).
 PD0370
 PD0370.The modeled gravity was interpolated from observed gravity values.
 PD0370
 PD0370;                    North         East    Units  Estimated Accuracy
 PD0370;SPC ME E     -   115,200.      342,970.      MT  (+/- 180 meters Scaled)
 PD0370
 PD0370                          SUPERSEDED SURVEY CONTROL
 PD0370
 PD0370  NGVD 29 (??/??/92)   44.305  (m)          145.36   (f) ADJ UNCH    2 0
 PD0370
 PD0370.Superseded values are not recommended for survey control.
 PD0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0370.See file dsdata.txt to determine how the superseded data were derived.
 PD0370
 PD0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK825504(NAD 83)
 PD0370_MARKER: DB = BENCH MARK DISK
 PD0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PD0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PD0370_STAMPING: F 88 1942
 PD0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0370+STABILITY: SURFACE MOTION
 PD0370
 PD0370  HISTORY     - Date     Condition        Report By
 PD0370  HISTORY     - 1942     MONUMENTED       CGS
 PD0370  HISTORY     - 1953     GOOD             NGS
 PD0370  HISTORY     - 1978     GOOD             USGS
 PD0370
 PD0370                          STATION DESCRIPTION
 PD0370
 PD0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 PD0370'4 MI S FROM DEBLOIS.
 PD0370'4.0 MILES SOUTH ALONG STATE HIGHWAY 193 FROM THE PUBLIC SCHOOL
 PD0370'AT DEBLOIS, WASHINGTON COUNTY, 0.8 MILE NORTH OF THE
 PD0370'DEBLOIS-CHERRYFIELD TOWN LINE, 200 FEET NORTH OF A CURVE, 120
 PD0370'FEET SOUTH OF THE NORTH END OF A SMALL CLEARING, 48 FEET EAST OF
 PD0370'THE CENTERLINE OF THE HIGHWAY, 2 FEET NORTH OF A WHITE WOODEN
 PD0370'WITNESS POST, AND 2 FEET HIGHER THAN THE HIGHWAY.  A STANDARD
 PD0370'DISK, STAMPED F 88 1942 AND SET IN THE TOP OF A CONCRETE POST
 PD0370'PROJECTING 0.3 FOOT ABOVE GROUND.
 PD0370
 PD0370                          STATION RECOVERY (1978)
 PD0370
 PD0370'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 PD0370'4.0 MI. SOUTH ALONG STATE HWY. 193 FROM THE PUBLIC SCHOOL AT DEBLOIS,
 PD0370'WASHINGTON COUNTY. 0.9 MI. N. OF THE DEBLOIS - CHERRYFIELD TOWN LINE,
 PD0370'200 FT. NORTH OF A CURVE, 0.5 MI. N. OF H-FRAME WOOD POWER LINE XING
 PD0370'RD; 51 FT. E. OF THE CENTERLINE OF THE HWY; 25 FT. SE. OF POWERLINE
 PD0370'POLE PE-62, AND 0.4 FT LOWER THAN THE HIGHWAY. A STANDARD DISK,
 PD0370'STAMPED "F 88 1942" AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PD0370'0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0352 ***********************************************************************
 QG0352  DESIGNATION -  F 89
 QG0352  PID         -  QG0352
 QG0352  STATE/COUNTY-  ME/PENOBSCOT
 QG0352  USGS QUAD   -  SOUTH LAGRANGE (1983)
 QG0352
 QG0352                         *CURRENT SURVEY CONTROL
 QG0352  ___________________________________________________________________
 QG0352* NAD 83(1986)-  45 03 21.     (N)    068 50 47.     (W)     SCALED    
 QG0352* NAVD 88     -        45.346  (meters)     148.77   (feet)  ADJUSTED  
 QG0352  ___________________________________________________________________
 QG0352  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 QG0352  DYNAMIC HT  -          45.345 (meters)     148.77  (feet)  COMP
 QG0352  MODELED GRAV-     980,605.8   (mgal)                       NAVD 88
 QG0352
 QG0352  VERT ORDER  -  FIRST     CLASS II
 QG0352
 QG0352.The horizontal coordinates were scaled from a topographic map and have
 QG0352.an estimated accuracy of +/- 6 seconds.
 QG0352
 QG0352.The orthometric height was determined by differential leveling
 QG0352.and adjusted by the National Geodetic Survey in June 1991..
 QG0352
 QG0352.The geoid height was determined by GEOID03.
 QG0352
 QG0352.The dynamic height is computed by dividing the NAVD 88
 QG0352.geopotential number by the normal gravity value computed on the
 QG0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0352.degrees latitude (g = 980.6199 gals.).
 QG0352
 QG0352.The modeled gravity was interpolated from observed gravity values.
 QG0352
 QG0352;                    North         East    Units  Estimated Accuracy
 QG0352;SPC ME E     -   154,410.      272,720.      MT  (+/- 180 meters Scaled)
 QG0352
 QG0352                          SUPERSEDED SURVEY CONTROL
 QG0352
 QG0352  NGVD 29 (??/??/92)   45.537  (m)          149.40   (f) ADJ UNCH    1 2
 QG0352
 QG0352.Superseded values are not recommended for survey control.
 QG0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0352.See file dsdata.txt to determine how the superseded data were derived.
 QG0352
 QG0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK120891(NAD 83)
 QG0352_MARKER: DB = BENCH MARK DISK
 QG0352_SETTING: 80 = SET IN A BOULDER
 QG0352_SP_SET: BOULDER
 QG0352_STAMPING: F 89 1942
 QG0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0352+STABILITY: SURFACE MOTION
 QG0352
 QG0352  HISTORY     - Date     Condition        Report By
 QG0352  HISTORY     - 1942     MONUMENTED       CGS
 QG0352  HISTORY     - 1953     GOOD             NGS
 QG0352
 QG0352                          STATION DESCRIPTION
 QG0352
 QG0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 QG0352'4 MI NE FROM HUDSON.
 QG0352'4.05 MILES NORTHEAST ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 QG0352'THE CROSSING OF STATE HIGHWAY 43 AT HUDSON, ABOUT 4.7 MILES SOUTHWEST
 QG0352'OF THE STATION AT SOUTH LAGRANGE, ABOUT 0.4 MILE NORTHEAST OF
 QG0352'MILE POST 49, ABOUT 27 1/2 RAILS SOUTHWEST OF RAILROAD BRIDGE NO.
 QG0352'49.62, ABOUT 1.05 MILES SOUTHWEST OF BRADFORD STATION, ABOUT 9
 QG0352'RAILS SOUTHWEST OF MARKER POST BETWEEN RAILROAD SECTIONS 108 AND
 QG0352'109, AT THE NORTHEAST END OF A CUT, IN THE TOP OF A LARGE BOULDER,
 QG0352'21 FEET NORTHWEST OF NORTHWEST RAIL OF NORTHWEST TRACK AND ABOUT
 QG0352'LEVEL WITH TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0008 ***********************************************************************
 PE0008  DESIGNATION -  F 90
 PE0008  PID         -  PE0008
 PE0008  STATE/COUNTY-  ME/HANCOCK
 PE0008  USGS QUAD   -  ELLSWORTH (1981)
 PE0008
 PE0008                         *CURRENT SURVEY CONTROL
 PE0008  ___________________________________________________________________
 PE0008* NAD 83(1986)-  44 35 21.     (N)    068 28 00.     (W)     SCALED    
 PE0008* NAVD 88     -        53.841  (meters)     176.64   (feet)  ADJUSTED  
 PE0008  ___________________________________________________________________
 PE0008  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 PE0008  DYNAMIC HT  -          53.837 (meters)     176.63  (feet)  COMP
 PE0008  MODELED GRAV-     980,547.3   (mgal)                       NAVD 88
 PE0008  OBS GRAVITY -     980,545.9   (mgal)                       GRAV_OBS
 PE0008
 PE0008  VERT ORDER  -  FIRST     CLASS I
 PE0008
 PE0008.The horizontal coordinates were scaled from a topographic map and have
 PE0008.an estimated accuracy of +/- 6 seconds.
 PE0008
 PE0008.The orthometric height was determined by differential leveling
 PE0008.and adjusted by the National Geodetic Survey in June 1991..
 PE0008
 PE0008.The geoid height was determined by GEOID03.
 PE0008
 PE0008.The dynamic height is computed by dividing the NAVD 88
 PE0008.geopotential number by the normal gravity value computed on the
 PE0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0008.degrees latitude (g = 980.6199 gals.).
 PE0008
 PE0008.The modeled gravity was interpolated from observed gravity values.
 PE0008.The observed gravity was obtained from relative gravimeter ties
 PE0008.to the IGSN71 gravity network.
 PE0008
 PE0008;                    North         East    Units  Estimated Accuracy
 PE0008;SPC ME E     -   102,490.      302,650.      MT  (+/- 180 meters Scaled)
 PE0008
 PE0008                          SUPERSEDED SURVEY CONTROL
 PE0008
 PE0008  NGVD 29 (??/??/92)   54.027  (m)          177.25   (f) ADJ UNCH    1 1
 PE0008
 PE0008.Superseded values are not recommended for survey control.
 PE0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0008.See file dsdata.txt to determine how the superseded data were derived.
 PE0008
 PE0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK423374(NAD 83)
 PE0008_MARKER: DB = BENCH MARK DISK
 PE0008_SETTING: 66 = SET IN ROCK OUTCROP
 PE0008_SP_SET: ROCK CUT
 PE0008_STAMPING: F 90 1942
 PE0008_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0008+STABILITY: POSITION/ELEVATION WELL
 PE0008
 PE0008  HISTORY     - Date     Condition        Report By
 PE0008  HISTORY     - 1942     MONUMENTED       CGS
 PE0008  HISTORY     - 1966     GOOD             NGS
 PE0008  HISTORY     - 1978     GOOD             DMA
 PE0008
 PE0008                          STATION DESCRIPTION
 PE0008
 PE0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0008'2.4 MI NW FROM ELLSWORTH FALLS.
 PE0008'ABOUT 2.4 MILES NORTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM
 PE0008'THE CROSSING OF STATE HIGHWAY 179 AT ELLSWORTH FALLS, ON THE
 PE0008'OUTSIDE OF A CURVE WITH TANGENTS EXTENDING NORTH AND SOUTHEAST,
 PE0008'6 1/4 RAILS NORTH OF MILEPOST P162/C108, IN THE TOP OF A
 PE0008'TRIANGULAR SHAPED ROCK WITH 15-FOOT SIDES AND PROJECTS 4 FEET,
 PE0008'24.7 FEET WEST OF THE WEST RAIL, 6 FEET WEST OF THE EAST END OF
 PE0008'THE ROCK, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK.
 PE0008
 PE0008                          STATION RECOVERY (1978)
 PE0008
 PE0008'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PE0008'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0350 ***********************************************************************
 QG0350  DESIGNATION -  F 91
 QG0350  PID         -  QG0350
 QG0350  STATE/COUNTY-  ME/PENOBSCOT
 QG0350  USGS QUAD   -  SOUTH LAGRANGE (1983)
 QG0350
 QG0350                         *CURRENT SURVEY CONTROL
 QG0350  ___________________________________________________________________
 QG0350* NAD 83(1986)-  45 01 36.     (N)    068 52 04.     (W)     SCALED    
 QG0350* NAVD 88     -        47.371  (meters)     155.42   (feet)  ADJUSTED  
 QG0350  ___________________________________________________________________
 QG0350  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 QG0350  DYNAMIC HT  -          47.371 (meters)     155.42  (feet)  COMP
 QG0350  MODELED GRAV-     980,603.1   (mgal)                       NAVD 88
 QG0350
 QG0350  VERT ORDER  -  FIRST     CLASS II
 QG0350
 QG0350.The horizontal coordinates were scaled from a topographic map and have
 QG0350.an estimated accuracy of +/- 6 seconds.
 QG0350
 QG0350.The orthometric height was determined by differential leveling
 QG0350.and adjusted by the National Geodetic Survey in June 1991..
 QG0350
 QG0350.The geoid height was determined by GEOID03.
 QG0350
 QG0350.The dynamic height is computed by dividing the NAVD 88
 QG0350.geopotential number by the normal gravity value computed on the
 QG0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0350.degrees latitude (g = 980.6199 gals.).
 QG0350
 QG0350.The modeled gravity was interpolated from observed gravity values.
 QG0350
 QG0350;                    North         East    Units  Estimated Accuracy
 QG0350;SPC ME E     -   151,170.      271,020.      MT  (+/- 180 meters Scaled)
 QG0350
 QG0350                          SUPERSEDED SURVEY CONTROL
 QG0350
 QG0350  NGVD 29 (??/??/92)   47.564  (m)          156.05   (f) ADJ UNCH    1 2
 QG0350
 QG0350.Superseded values are not recommended for survey control.
 QG0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0350.See file dsdata.txt to determine how the superseded data were derived.
 QG0350
 QG0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK104859(NAD 83)
 QG0350_MARKER: DB = BENCH MARK DISK
 QG0350_SETTING: 80 = SET IN A BOULDER
 QG0350_SP_SET: BOULDER
 QG0350_STAMPING: F 91 1942
 QG0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0350+STABILITY: SURFACE MOTION
 QG0350
 QG0350  HISTORY     - Date     Condition        Report By
 QG0350  HISTORY     - 1942     MONUMENTED       CGS
 QG0350  HISTORY     - 1953     GOOD             NGS
 QG0350
 QG0350                          STATION DESCRIPTION
 QG0350
 QG0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 QG0350'1.9 MI N FROM HUDSON.
 QG0350'ABOUT 1.9 MILES NORTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 QG0350'THE CROSSING OF STATE HIGHWAY 43 AT HUDSON, ABOUT 14 RAILS
 QG0350'SOUTHWEST OF CULVERT NO. 47.35, IN THE TOP OF A LARGE BOULDER
 QG0350'WHICH IS LOCATED IN A SWAMPY AREA, 36 FEET NORTHWEST OF THE NORTHWEST
 QG0350'RAIL OF NORTHWEST TRACK, ABOUT 3 1/2 FEET ABOVE GROUND AND ABOUT
 QG0350'3 1/2 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0211 ***********************************************************************
 PF0211  DESIGNATION -  F 92
 PF0211  PID         -  PF0211
 PF0211  STATE/COUNTY-  ME/OXFORD
 PF0211  USGS QUAD   -  SPECKLED MOUNTAIN (1970)
 PF0211
 PF0211                         *CURRENT SURVEY CONTROL
 PF0211  ___________________________________________________________________
 PF0211* NAD 83(1986)-  44 19 51.     (N)    070 58 25.     (W)     SCALED    
 PF0211* NAVD 88     -       291.238  (meters)     955.50   (feet)  POSTED    
 PF0211  ___________________________________________________________________
 PF0211  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 PF0211  DYNAMIC HT  -         291.190 (meters)     955.35  (feet)  COMP
 PF0211  MODELED GRAV-     980,442.0   (mgal)                       NAVD 88
 PF0211
 PF0211  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 PF0211
 PF0211.The horizontal coordinates were scaled from a topographic map and have
 PF0211.an estimated accuracy of +/- 6 seconds.
 PF0211
 PF0211.The orthometric height was determined by differential leveling
 PF0211.and adjusted by the National Geodetic Survey in 1992..
 PF0211.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 PF0211.rate of 4.1 thru 8.0 mm/km.
 PF0211
 PF0211.The geoid height was determined by GEOID03.
 PF0211
 PF0211.The dynamic height is computed by dividing the NAVD 88
 PF0211.geopotential number by the normal gravity value computed on the
 PF0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0211.degrees latitude (g = 980.6199 gals.).
 PF0211
 PF0211.The modeled gravity was interpolated from observed gravity values.
 PF0211
 PF0211;                    North         East    Units  Estimated Accuracy
 PF0211;SPC ME W     -   166,690.      835,640.      MT  (+/- 180 meters Scaled)
 PF0211
 PF0211                          SUPERSEDED SURVEY CONTROL
 PF0211
 PF0211  NGVD 29 (??/??/92)  291.349  (m)          955.87   (f) ADJ UNCH    2 0
 PF0211
 PF0211.Superseded values are not recommended for survey control.
 PF0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0211.See file dsdata.txt to determine how the superseded data were derived.
 PF0211
 PF0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK426105(NAD 83)
 PF0211_MARKER: DB = BENCH MARK DISK
 PF0211_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PF0211_SP_SET: BRIDGE WALL
 PF0211_STAMPING: F 92 1942
 PF0211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0211_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PF0211+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2004
 PF0211
 PF0211  HISTORY     - Date     Condition        Report By
 PF0211  HISTORY     - 1942     MONUMENTED       CGS
 PF0211  HISTORY     - 1976     GOOD             NGS
 PF0211  HISTORY     - 20041001 GOOD             GEOCAC
 PF0211
 PF0211                          STATION DESCRIPTION
 PF0211
 PF0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PF0211'5 MI S FROM GILEAD.
 PF0211'ABOUT 5.0 MILES SOUTH ALONG THE EVANS NOTCH ROAD FROM THE JUNCTION
 PF0211'OF U.S. HIGHWAY 2 AT GILEAD, OXFORD COUNTY, ABOUT 2.0 MILES
 PF0211'SOUTHEAST OF THE ROAD JUNCTION AT HASTINGS, AT A SMALL CONCRETE
 PF0211'BRIDGE OVER MUD BROOK, IN THE TOP OF THE NORTH END OF THE EAST
 PF0211'WALL, ABOUT 70 FEET SOUTH OF MUD BROOK TRAIL, 10.6 FEET EAST OF THE
 PF0211'CENTER LINE OF THE ROAD, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
 PF0211'A STANDARD DISK, STAMPED F 92 1942.
 PF0211
 PF0211                          STATION RECOVERY (1976)
 PF0211
 PF0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 PF0211'RECOVERED IN GOOD CONDITION.
 PF0211
 PF0211                          STATION RECOVERY (2004)
 PF0211
 PF0211'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 PF0211'RECOVERED IN GOOD CONDITION AT THE DESCRIBED LOCATION. JOHN K. SNYDER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0090 ***********************************************************************
 PE0090  DESIGNATION -  F 93
 PE0090  PID         -  PE0090
 PE0090  STATE/COUNTY-  ME/HANCOCK
 PE0090  USGS QUAD   -  SULLIVAN (1982)
 PE0090
 PE0090                         *CURRENT SURVEY CONTROL
 PE0090  ___________________________________________________________________
 PE0090* NAD 83(1986)-  44 32 05.     (N)    068 14 14.     (W)     SCALED    
 PE0090* NAVD 88     -        22.456  (meters)      73.67   (feet)  ADJUSTED  
 PE0090  ___________________________________________________________________
 PE0090  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 PE0090  DYNAMIC HT  -          22.455 (meters)      73.67  (feet)  COMP
 PE0090  MODELED GRAV-     980,570.4   (mgal)                       NAVD 88
 PE0090
 PE0090  VERT ORDER  -  SECOND    CLASS 0
 PE0090
 PE0090.The horizontal coordinates were scaled from a topographic map and have
 PE0090.an estimated accuracy of +/- 6 seconds.
 PE0090
 PE0090.The orthometric height was determined by differential leveling
 PE0090.and adjusted by the National Geodetic Survey in June 1991..
 PE0090
 PE0090.The geoid height was determined by GEOID03.
 PE0090
 PE0090.The dynamic height is computed by dividing the NAVD 88
 PE0090.geopotential number by the normal gravity value computed on the
 PE0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0090.degrees latitude (g = 980.6199 gals.).
 PE0090
 PE0090.The modeled gravity was interpolated from observed gravity values.
 PE0090
 PE0090;                    North         East    Units  Estimated Accuracy
 PE0090;SPC ME E     -    96,480.      320,880.      MT  (+/- 180 meters Scaled)
 PE0090
 PE0090                          SUPERSEDED SURVEY CONTROL
 PE0090
 PE0090  NGVD 29 (??/??/92)   22.659  (m)           74.34   (f) ADJ UNCH    2 0
 PE0090
 PE0090.Superseded values are not recommended for survey control.
 PE0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0090.See file dsdata.txt to determine how the superseded data were derived.
 PE0090
 PE0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK606315(NAD 83)
 PE0090_MARKER: DB = BENCH MARK DISK
 PE0090_SETTING: 66 = SET IN ROCK OUTCROP
 PE0090_SP_SET: ROCK LEDGE
 PE0090_STAMPING: F 93 1942
 PE0090_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0090+STABILITY: POSITION/ELEVATION WELL
 PE0090
 PE0090  HISTORY     - Date     Condition        Report By
 PE0090  HISTORY     - 1942     MONUMENTED       CGS
 PE0090  HISTORY     - 1966     GOOD             NGS
 PE0090
 PE0090                          STATION DESCRIPTION
 PE0090
 PE0090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0090'AT WEST SULLIVAN.
 PE0090'AT WEST SULLIVAN, ABOUT 0.6 MILE NORTHWEST ALONG A BLACK TOPPED
 PE0090'ROAD FROM THE JUNCTION OF U.S. HIGHWAY 1 AT WEST SULLIVAN,
 PE0090'ABOUT 0.45 MILE NORTHWEST OF THE WEST SULLIVAN POST OFFICE
 PE0090'BUILDING, SET IN THE TOP OF A ROCK LEDGE WHICH IS 35 FEET LONG,
 PE0090'9 FEET WIDE AND 2 FEET HIGH, 65 FEET WEST OF THE CENTER OF THE
 PE0090'JUNCTION OF A GRAVELED DRIVEWAY LEADING SOUTHWEST, 34 FEET
 PE0090'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 29 FEET EAST OF A
 PE0090'30-INCH OAK TREE, 7 1/2 FEET NORTH OF THE SOUTH END OF THE
 PE0090'ROCK AND 1 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0142 ***********************************************************************
 PD0142  DESIGNATION -  F 94
 PD0142  PID         -  PD0142
 PD0142  STATE/COUNTY-  ME/WASHINGTON
 PD0142  USGS QUAD   -  HADLEY LAKE (1987)
 PD0142
 PD0142                         *CURRENT SURVEY CONTROL
 PD0142  ___________________________________________________________________
 PD0142* NAD 83(1986)-  44 46 50.     (N)    067 24 17.     (W)     SCALED    
 PD0142* NAVD 88     -        32.646  (meters)     107.11   (feet)  ADJUSTED  
 PD0142  ___________________________________________________________________
 PD0142  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 PD0142  DYNAMIC HT  -          32.645 (meters)     107.10  (feet)  COMP
 PD0142  MODELED GRAV-     980,592.7   (mgal)                       NAVD 88
 PD0142  OBS GRAVITY -     980,592.5   (mgal)                       GRAV_OBS
 PD0142
 PD0142  VERT ORDER  -  FIRST     CLASS I
 PD0142
 PD0142.The horizontal coordinates were scaled from a topographic map and have
 PD0142.an estimated accuracy of +/- 6 seconds.
 PD0142
 PD0142.The orthometric height was determined by differential leveling
 PD0142.and adjusted by the National Geodetic Survey in June 1991..
 PD0142
 PD0142.The geoid height was determined by GEOID03.
 PD0142
 PD0142.The dynamic height is computed by dividing the NAVD 88
 PD0142.geopotential number by the normal gravity value computed on the
 PD0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0142.degrees latitude (g = 980.6199 gals.).
 PD0142
 PD0142.The modeled gravity was interpolated from observed gravity values.
 PD0142.The observed gravity was obtained from relative gravimeter ties
 PD0142.to the IGSN71 gravity network.
 PD0142
 PD0142;                    North         East    Units  Estimated Accuracy
 PD0142;SPC ME E     -   124,340.      386,680.      MT  (+/- 180 meters Scaled)
 PD0142
 PD0142                          SUPERSEDED SURVEY CONTROL
 PD0142
 PD0142  NGVD 29 (??/??/92)   32.852  (m)          107.78   (f) ADJ UNCH    1 1
 PD0142
 PD0142.Superseded values are not recommended for survey control.
 PD0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0142.See file dsdata.txt to determine how the superseded data were derived.
 PD0142
 PD0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK262598(NAD 83)
 PD0142_MARKER: DB = BENCH MARK DISK
 PD0142_SETTING: 80 = SET IN A BOULDER
 PD0142_SP_SET: BOULDER
 PD0142_STAMPING: F 94 1942
 PD0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0142+STABILITY: SURFACE MOTION
 PD0142
 PD0142  HISTORY     - Date     Condition        Report By
 PD0142  HISTORY     - 1942     MONUMENTED       CGS
 PD0142  HISTORY     - 1966     GOOD             NGS
 PD0142  HISTORY     - 1978     GOOD             DMA
 PD0142
 PD0142                          STATION DESCRIPTION
 PD0142
 PD0142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PD0142'1.3 MI N FROM JACKSONVILLE.
 PD0142'1.3 MILE NORTH ALONG THE MAINE CENTRAL RAILROAD FROM THE CROSSING
 PD0142'OF STATE HIGHWAY 191 AT JACKSONVILLE, ABOUT 0.6 MILE NORTH OF
 PD0142'A GRAVELED-ROAD CROSSING, 123 FEET SOUTH OF MILEPOST C37/P233,
 PD0142'13.1 FEET EAST OF THE EAST RAIL, IN THE TOP OF AN EMBEDDED BOULDER
 PD0142'THAT THE EXPOSED PORTION IS 10-BY-10-FOOT AND PROJECTS ABOUT
 PD0142'2 FEET, 4 FEET WEST OF THE EAST EDGE, AND ABOUT LEVEL WITH THE
 PD0142'TRACK.
 PD0142
 PD0142                          STATION RECOVERY (1978)
 PD0142
 PD0142'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PD0142'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0008 ***********************************************************************
 QF0008  DESIGNATION -  F 96
 QF0008  PID         -  QF0008
 QF0008  STATE/COUNTY-  ME/WASHINGTON
 QF0008  USGS QUAD   -  RED BEACH (1949)
 QF0008
 QF0008                         *CURRENT SURVEY CONTROL
 QF0008  ___________________________________________________________________
 QF0008* NAD 83(1986)-  45 01 16.     (N)    067 14 42.     (W)     SCALED    
 QF0008* NAVD 88     -        24.215  (meters)      79.45   (feet)  ADJUSTED  
 QF0008  ___________________________________________________________________
 QF0008  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 QF0008  DYNAMIC HT  -          24.215 (meters)      79.45  (feet)  COMP
 QF0008  MODELED GRAV-     980,606.1   (mgal)                       NAVD 88
 QF0008  OBS GRAVITY -     980,604.3   (mgal)                       GRAV_OBS
 QF0008
 QF0008  VERT ORDER  -  FIRST     CLASS I
 QF0008
 QF0008.The horizontal coordinates were scaled from a topographic map and have
 QF0008.an estimated accuracy of +/- 6 seconds.
 QF0008
 QF0008.The orthometric height was determined by differential leveling
 QF0008.and adjusted by the National Geodetic Survey in June 1991..
 QF0008.WARNING-Repeat measurements at this control monument indicate possible
 QF0008.vertical movement.
 QF0008
 QF0008.The geoid height was determined by GEOID03.
 QF0008
 QF0008.The dynamic height is computed by dividing the NAVD 88
 QF0008.geopotential number by the normal gravity value computed on the
 QF0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0008.degrees latitude (g = 980.6199 gals.).
 QF0008
 QF0008.The modeled gravity was interpolated from observed gravity values.
 QF0008.The observed gravity was obtained from relative gravimeter ties
 QF0008.to the IGSN71 gravity network.
 QF0008
 QF0008;                    North         East    Units  Estimated Accuracy
 QF0008;SPC ME E     -   151,260.      398,910.      MT  (+/- 180 meters Scaled)
 QF0008
 QF0008                          SUPERSEDED SURVEY CONTROL
 QF0008
 QF0008  NGVD 29 (??/??/92)   24.43   (m)           80.2    (f) COMPUTED    1 1
 QF0008
 QF0008.Superseded values are not recommended for survey control.
 QF0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0008.See file dsdata.txt to determine how the superseded data were derived.
 QF0008
 QF0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK382867(NAD 83)
 QF0008_MARKER: DB = BENCH MARK DISK
 QF0008_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QF0008_SP_SET: CONCRETE BASE
 QF0008_STAMPING: F 96 1942
 QF0008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QF0008
 QF0008  HISTORY     - Date     Condition        Report By
 QF0008  HISTORY     - 1942     MONUMENTED       CGS
 QF0008  HISTORY     - 1966     GOOD             NGS
 QF0008  HISTORY     - 1978     GOOD             DMA
 QF0008
 QF0008                          STATION DESCRIPTION
 QF0008
 QF0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 QF0008'AT CHARLOTTE.
 QF0008'AT CHARLOTTE, ALONG THE MAINE CENTRAL RAILROAD, 0.25 MILE
 QF0008'NORTHEAST OF MILEPOST C13/P257, NEAR THE CROSSING OF A BLACK
 QF0008'TOPPED ROAD, 0.1 MILE SOUTH OF A SECTION HOUSE, IN THE TOP OF A
 QF0008'4-BY-10-FOOT ABANDONED CONCRETE BASE, 152 FEET SOUTHEAST OF AND
 QF0008'ACROSS THE BLACK TOPPED ROAD FROM THE SOUTHEAST RAIL, 70 FEET
 QF0008'SOUTH OF THE CENTER LINE OF THE ROAD, 159.5 FEET SOUTH-SOUTHEAST
 QF0008'OF BENCH MARK N 168, AND ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE
 QF0008'TRACK.
 QF0008
 QF0008                          STATION RECOVERY (1978)
 QF0008
 QF0008'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 QF0008'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0230 ***********************************************************************
 OB0230  DESIGNATION -  F 97
 OB0230  PID         -  OB0230
 OB0230  STATE/COUNTY-  ME/CUMBERLAND
 OB0230  USGS QUAD   -  ORRS ISLAND (1997)
 OB0230
 OB0230                         *CURRENT SURVEY CONTROL
 OB0230  ___________________________________________________________________
 OB0230* NAD 83(1986)-  43 51 55.     (N)    069 54 51.     (W)     SCALED    
 OB0230* NAVD 88     -        13.924  (meters)      45.68   (feet)  ADJUSTED  
 OB0230  ___________________________________________________________________
 OB0230  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 OB0230  DYNAMIC HT  -          13.923 (meters)      45.68  (feet)  COMP
 OB0230  MODELED GRAV-     980,522.8   (mgal)                       NAVD 88
 OB0230
 OB0230  VERT ORDER  -  SECOND    CLASS 0
 OB0230
 OB0230.The horizontal coordinates were scaled from a topographic map and have
 OB0230.an estimated accuracy of +/- 6 seconds.
 OB0230
 OB0230.The orthometric height was determined by differential leveling
 OB0230.and adjusted by the National Geodetic Survey in June 1991..
 OB0230
 OB0230.The geoid height was determined by GEOID03.
 OB0230
 OB0230.The dynamic height is computed by dividing the NAVD 88
 OB0230.geopotential number by the normal gravity value computed on the
 OB0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0230.degrees latitude (g = 980.6199 gals.).
 OB0230
 OB0230.The modeled gravity was interpolated from observed gravity values.
 OB0230
 OB0230;                    North         East    Units  Estimated Accuracy
 OB0230;SPC ME W     -   114,680.      920,300.      MT  (+/- 180 meters Scaled)
 OB0230
 OB0230                          SUPERSEDED SURVEY CONTROL
 OB0230
 OB0230  NGVD 29 (??/??/92)   14.123  (m)           46.34   (f) ADJ UNCH    2 0
 OB0230
 OB0230.Superseded values are not recommended for survey control.
 OB0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0230.See file dsdata.txt to determine how the superseded data were derived.
 OB0230
 OB0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ265573(NAD 83)
 OB0230_MARKER: DB = BENCH MARK DISK
 OB0230_SETTING: 66 = SET IN ROCK OUTCROP
 OB0230_SP_SET: BEDROCK
 OB0230_STAMPING: F 97 1943
 OB0230_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0230+STABILITY: POSITION/ELEVATION WELL
 OB0230
 OB0230  HISTORY     - Date     Condition        Report By
 OB0230  HISTORY     - 1943     MONUMENTED       CGS
 OB0230  HISTORY     - 1957     MARK NOT FOUND   USGS
 OB0230  HISTORY     - 1974     MARK NOT FOUND   USGS
 OB0230
 OB0230                          STATION DESCRIPTION
 OB0230
 OB0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 OB0230'4.4 MI SE FROM BRUNSWICK.
 OB0230'4.4 MILES SOUTHEAST ALONG STATE HIGHWAY 24 FROM THE MAINE CENTRAL
 OB0230'RAILROAD STATION AT BRUNSWICK, CUMBERLAND COUNTY, 0.4 MILE NORTH OF
 OB0230'GURNET BRIDGE, AT THE TOP OF A SMALL HILL, 47 FEET SOUTHWEST OF POLE
 OB0230'187, 24.3 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 7 FEET
 OB0230'NORTHEAST OF THE NORTHEAST CORNER OF A SHINGLE CABIN, AND IN BEDROCK
 OB0230'FLUSH WITH THE GROUND.  A STANDARD DISK, STAMPED F 97 1943.
 OB0230
 OB0230                          STATION RECOVERY (1957)
 OB0230
 OB0230'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 OB0230'MARK NOT FOUND.
 OB0230
 OB0230                          STATION RECOVERY (1974)
 OB0230
 OB0230'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 OB0230'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0162 ***********************************************************************
 OC0162  DESIGNATION -  F 98
 OC0162  PID         -  OC0162
 OC0162  STATE/COUNTY-  ME/CUMBERLAND
 OC0162  USGS QUAD   -  PROUTS NECK (1978)
 OC0162
 OC0162                         *CURRENT SURVEY CONTROL
 OC0162  ___________________________________________________________________
 OC0162* NAD 83(1986)-  43 33 29.     (N)    070 18 12.     (W)     SCALED    
 OC0162* NAVD 88     -        11.831  (meters)      38.82   (feet)  ADJUSTED  
 OC0162  ___________________________________________________________________
 OC0162  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 OC0162  DYNAMIC HT  -          11.830 (meters)      38.81  (feet)  COMP
 OC0162  MODELED GRAV-     980,502.4   (mgal)                       NAVD 88
 OC0162
 OC0162  VERT ORDER  -  SECOND    CLASS 0
 OC0162
 OC0162.The horizontal coordinates were scaled from a topographic map and have
 OC0162.an estimated accuracy of +/- 6 seconds.
 OC0162
 OC0162.The orthometric height was determined by differential leveling
 OC0162.and adjusted by the National Geodetic Survey in June 1991..
 OC0162
 OC0162.The geoid height was determined by GEOID03.
 OC0162
 OC0162.The dynamic height is computed by dividing the NAVD 88
 OC0162.geopotential number by the normal gravity value computed on the
 OC0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0162.degrees latitude (g = 980.6199 gals.).
 OC0162
 OC0162.The modeled gravity was interpolated from observed gravity values.
 OC0162
 OC0162;                    North         East    Units  Estimated Accuracy
 OC0162;SPC ME W     -    80,520.      888,960.      MT  (+/- 180 meters Scaled)
 OC0162
 OC0162                          SUPERSEDED SURVEY CONTROL
 OC0162
 OC0162  NGVD 29 (??/??/92)   12.058  (m)           39.56   (f) ADJ UNCH    2 0
 OC0162
 OC0162.Superseded values are not recommended for survey control.
 OC0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0162.See file dsdata.txt to determine how the superseded data were derived.
 OC0162
 OC0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ947236(NAD 83)
 OC0162_MARKER: DB = BENCH MARK DISK
 OC0162_SETTING: 66 = SET IN ROCK OUTCROP
 OC0162_SP_SET: OUTCROPPING ROCK LEDGE
 OC0162_STAMPING: F 98 1943
 OC0162_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC0162+STABILITY: POSITION/ELEVATION WELL
 OC0162
 OC0162  HISTORY     - Date     Condition        Report By
 OC0162  HISTORY     - 1943     MONUMENTED       CGS
 OC0162  HISTORY     - 1976     GOOD             NGS
 OC0162
 OC0162                          STATION DESCRIPTION
 OC0162
 OC0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 OC0162'1.8 MI SE FROM SCARBORO.
 OC0162'1.8 MILES SOUTHEAST ALONG STATE HIGHWAY 207 FROM SCARBORO,
 OC0162'CUMBERLAND COUNTY, IN AN OPEN FIELD, AT THE JUNCTION OF STATE
 OC0162'HIGHWAY 77 LEADING NORTHEAST, AT THE POINT WHERE THE HIGHWAY
 OC0162'CONTINUES STRAIGHT AHEAD TO PROUTS NECK, 90 FEET WEST OF THE
 OC0162'CENTERLINE OF THE HIGHWAY, IN A LARGE OUTCROPPING LEDGE ROCK,
 OC0162'AND ABOUT 2 FEET LOWER THAN THE ROADBED.
 OC0162
 OC0162                          STATION RECOVERY (1976)
 OC0162
 OC0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0162'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0469 ***********************************************************************
 OC0469  DESIGNATION -  F 99
 OC0469  PID         -  OC0469
 OC0469  STATE/COUNTY-  ME/YORK
 OC0469  USGS QUAD   -  YORK BEACH (1998)
 OC0469
 OC0469                         *CURRENT SURVEY CONTROL
 OC0469  ___________________________________________________________________
 OC0469* NAD 83(1986)-  43 12 12.     (N)    070 35 27.     (W)     SCALED    
 OC0469* NAVD 88     -         4.516  (meters)      14.82   (feet)  ADJUSTED  
 OC0469  ___________________________________________________________________
 OC0469  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 OC0469  DYNAMIC HT  -           4.515 (meters)      14.81  (feet)  COMP
 OC0469  MODELED GRAV-     980,469.8   (mgal)                       NAVD 88
 OC0469
 OC0469  VERT ORDER  -  SECOND    CLASS 0
 OC0469
 OC0469.The horizontal coordinates were scaled from a topographic map and have
 OC0469.an estimated accuracy of +/- 6 seconds.
 OC0469
 OC0469.The orthometric height was determined by differential leveling
 OC0469.and adjusted by the National Geodetic Survey in June 1991..
 OC0469
 OC0469.The geoid height was determined by GEOID03.
 OC0469
 OC0469.The dynamic height is computed by dividing the NAVD 88
 OC0469.geopotential number by the normal gravity value computed on the
 OC0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0469.degrees latitude (g = 980.6199 gals.).
 OC0469
 OC0469.The modeled gravity was interpolated from observed gravity values.
 OC0469
 OC0469;                    North         East    Units  Estimated Accuracy
 OC0469;SPC ME W     -    41,190.      865,530.      MT  (+/- 180 meters Scaled)
 OC0469
 OC0469                          SUPERSEDED SURVEY CONTROL
 OC0469
 OC0469  NGVD 29 (??/??/92)    4.746  (m)           15.57   (f) ADJ UNCH    2 0
 OC0469
 OC0469.Superseded values are not recommended for survey control.
 OC0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0469.See file dsdata.txt to determine how the superseded data were derived.
 OC0469
 OC0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH707846(NAD 83)
 OC0469_MARKER: DB = BENCH MARK DISK
 OC0469_SETTING: 66 = SET IN ROCK OUTCROP
 OC0469_SP_SET: ROCK LEDGE
 OC0469_STAMPING: F 99 1943
 OC0469_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC0469+STABILITY: POSITION/ELEVATION WELL
 OC0469
 OC0469  HISTORY     - Date     Condition        Report By
 OC0469  HISTORY     - 1943     MONUMENTED       CGS
 OC0469  HISTORY     - 1976     GOOD             NGS
 OC0469  HISTORY     - 1988     GOOD             USPSQD
 OC0469  HISTORY     - 1989     GOOD             USPSQD
 OC0469
 OC0469                          STATION DESCRIPTION
 OC0469
 OC0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 OC0469'2.2 MI N FROM YORK BEACH.
 OC0469'2.2 MILES NORTH ALONG U.S. HIGHWAY 1A FROM YORK BEACH, YORK
 OC0469'COUNTY, 3.9 MILES SOUTHEAST OF THE POST OFFICE AT OGUNQUIT,
 OC0469'AT THE SOUTH SIDE OF THE COVE AT POND ROCKS, AT THE SOUTH END
 OC0469'OF A FILL FORMING THE POND AND A ROAD CROSSING, 52 FEET SOUTHEAST
 OC0469'OF THE CENTERLINE OF THE ROAD, IN THE FIRST HIGH LEDGE ROCK,
 OC0469'AND ABOUT LEVEL WITH THE ROAD.
 OC0469
 OC0469                          STATION RECOVERY (1976)
 OC0469
 OC0469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0469'HIGHWAY RTE 1A HAS BEEN REROUTED. THE FIRST LINE OF THE DESCRIPTION
 OC0469'SHOULD READ-- 2.2 MILES NORTH-NORTHEAST OF YORK BEACH AT PHILLIPS
 OC0469'COVE. THE REST OF THE DESCRIPTION IS ADEQUATE.
 OC0469
 OC0469                          STATION RECOVERY (1988)
 OC0469
 OC0469'RECOVERY NOTE BY US POWER SQUADRON 1988 (RSR)
 OC0469'RECOVERED IN GOOD CONDITION.
 OC0469
 OC0469                          STATION RECOVERY (1989)
 OC0469
 OC0469'RECOVERY NOTE BY US POWER SQUADRON 1989 (RSR)
 OC0469'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1157 ***********************************************************************
 QF1157  DESIGNATION -  F IBC
 QF1157  PID         -  QF1157
 QF1157  STATE/COUNTY-  ME/WASHINGTON
 QF1157  USGS QUAD   -  KELLEYLAND (1988)
 QF1157
 QF1157                         *CURRENT SURVEY CONTROL
 QF1157  ___________________________________________________________________
 QF1157* NAD 83(1996)-  45 21 53.04536(N)    067 26 06.04241(W)     ADJUSTED  
 QF1157* NAVD 88     -        64.     (meters)     210.     (feet)  SCALED    
 QF1157  ___________________________________________________________________
 QF1157  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 QF1157  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 QF1157
 QF1157  HORZ ORDER  -  THIRD
 QF1157
 QF1157.The horizontal coordinates were established by classical geodetic methods
 QF1157.and adjusted by the National Geodetic Survey in March 1998..
 QF1157
 QF1157.The orthometric height was scaled from a topographic map.
 QF1157
 QF1157.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1157
 QF1157.The geoid height was determined by GEOID03.
 QF1157
 QF1157;                    North         East     Units Scale Factor Converg.
 QF1157;SPC ME E     -   189,226.172   383,428.095   MT  0.99998555   +0 45 28.4
 QF1157;UTM  19      - 5,024,660.337   622,559.773   MT  0.99978469   +1 06 49.6
 QF1157
 QF1157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1157!SPC ME E     -   0.99999370  x   0.99998555  =   0.99997925
 QF1157!UTM  19      -   0.99999370  x   0.99978469  =   0.99977839
 QF1157
 QF1157|---------------------------------------------------------------------|
 QF1157| PID    Reference Object                     Distance      Geod. Az  |
 QF1157|                                                           dddmmss.s |
 QF1157| QF1147 D IBC                               355.877 METERS 02314     |
 QF1157| QF1137 C IBC 1910                          380.235 METERS 04050     |
 QF1157| QF1156 E IBC                                71.686 METERS 08243     |
 QF1157| QF1149 G IBC                               261.583 METERS 14744     |
 QF1157| QF1155 H IBC                               263.279 METERS 16255     |
 QF1157|---------------------------------------------------------------------|
 QF1157
 QF1157                          SUPERSEDED SURVEY CONTROL
 QF1157
 QF1157  NAD 83(1992)-  45 21 53.04326(N)    067 26 06.04160(W) AD(       ) 3
 QF1157  NAD 83(1986)-  45 21 53.04717(N)    067 26 06.04945(W) AD(       ) 3
 QF1157  NAD 27      -  45 21 52.79000(N)    067 26 08.03600(W) AD(       ) 3
 QF1157
 QF1157.Superseded values are not recommended for survey control.
 QF1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1157.See file dsdata.txt to determine how the superseded data were derived.
 QF1157
 QF1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2256024660(NAD 83)
 QF1157_MARKER: X = CHISELED CROSS
 QF1157_SETTING: 80 = SET IN A BOULDER
 QF1157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1157+STABILITY: SURFACE MOTION
 QF1157
 QF1157  HISTORY     - Date     Condition        Report By
 QF1157  HISTORY     - 1910     MONUMENTED       IBC
 QF1157
 QF1157                          STATION DESCRIPTION
 QF1157
 QF1157'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (AJB)
 QF1157'ON THE W SIDE OF THE ST CROIX RIVER, ABOUT 250 FEET UPSTREAM FROM
 QF1157'THE UPPER END OF HORSE ISLAND, AND AT THE LOWER END OF A NARROW
 QF1157'MARSHY CHANNEL BEHIND A SMALL ISLAND.
 QF1157'
 QF1157'STATION MARK IS THE CENTER OF A CROSS CUT IN A ROCK IN THE EDGE OF
 QF1157'THE WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1821 ***********************************************************************
 OC1821  DESIGNATION -  FACTORY USE 1919
 OC1821  PID         -  OC1821
 OC1821  STATE/COUNTY-  ME/CUMBERLAND
 OC1821  USGS QUAD   -  PORTLAND WEST (1978)
 OC1821
 OC1821                         *CURRENT SURVEY CONTROL
 OC1821  ___________________________________________________________________
 OC1821* NAD 83(1996)-  43 40 40.18827(N)    070 15 17.79781(W)     ADJUSTED  
 OC1821* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 OC1821  ___________________________________________________________________
 OC1821  LAPLACE CORR-           3.59  (seconds)                    DEFLEC99
 OC1821  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 OC1821
 OC1821  HORZ ORDER  -  THIRD
 OC1821
 OC1821.The horizontal coordinates were established by classical geodetic methods
 OC1821.and adjusted by the National Geodetic Survey in March 1998..
 OC1821
 OC1821.The orthometric height was scaled from a topographic map.
 OC1821
 OC1821.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1821
 OC1821.The geoid height was determined by GEOID03.
 OC1821
 OC1821;                    North         East     Units Scale Factor Converg.
 OC1821;SPC ME W     -    93,822.321   892,881.661   MT  0.99996729   -0 03 39.5
 OC1821;UTM  19      - 4,836,856.275   398,842.775   MT  0.99972586   -0 52 00.3
 OC1821
 OC1821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1821!SPC ME W     -   1.00000398  x   0.99996729  =   0.99997127
 OC1821!UTM  19      -   1.00000398  x   0.99972586  =   0.99972984
 OC1821
 OC1821:                Primary Azimuth Mark                     Grid Az
 OC1821:SPC ME W     -  MACKEY USE 1909                          059 19 06.8
 OC1821:UTM  19      -  MACKEY USE 1909                          060 07 27.6
 OC1821
 OC1821|---------------------------------------------------------------------|
 OC1821| PID    Reference Object                     Distance      Geod. Az  |
 OC1821|                                                           dddmmss.s |
 OC1821| OC1726 MACKEY USE 1909                     APPROX. 1.9 KM 0591527.3 |
 OC1821|---------------------------------------------------------------------|
 OC1821
 OC1821                          SUPERSEDED SURVEY CONTROL
 OC1821
 OC1821  NAD 83(1992)-  43 40 40.18686(N)    070 15 17.79884(W) AD(       ) 3
 OC1821  NAD 83(1986)-  43 40 40.19281(N)    070 15 17.80428(W) AD(       ) 3
 OC1821  NAD 27      -  43 40 39.92400(N)    070 15 19.63900(W) AD(       ) 3
 OC1821
 OC1821.Superseded values are not recommended for survey control.
 OC1821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1821.See file dsdata.txt to determine how the superseded data were derived.
 OC1821
 OC1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9884336856(NAD 83)
 OC1821
 OC1821  HISTORY     - Date     Condition        Report By
 OC1821  HISTORY     - 1919     MONUMENTED       CGS
 OC1821  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1821
 OC1821                          STATION DESCRIPTION
 OC1821
 OC1821'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1821'A STATION OF THE U.S.E.D. HARBOR SURVEY.  THE STATION IS NOT NOW
 OC1821'RECOVERABLE.  IT WAS ON THE ROOF OF THE B. AND M. PLANT AT EAST
 OC1821'DEERING.  IT WAS NECESSARY TO COMPUTE ITS POSITION IN COMPUTING
 OC1821'OTHER MARKED STATIONS OF THE U.S.E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2756 ***********************************************************************
 OC2756  DESIGNATION -  FAIR
 OC2756  PID         -  OC2756
 OC2756  STATE/COUNTY-  ME/YORK
 OC2756  USGS QUAD   -  CORNISH (1964)
 OC2756
 OC2756                         *CURRENT SURVEY CONTROL
 OC2756  ___________________________________________________________________
 OC2756* NAD 83(1996)-  43 48 13.84903(N)    070 49 08.38153(W)     ADJUSTED  
 OC2756* NAVD 88     -       110.4    (meters)     362.     (feet)  VERTCON   
 OC2756  ___________________________________________________________________
 OC2756  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 OC2756  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 OC2756
 OC2756  HORZ ORDER  -  SECOND
 OC2756
 OC2756.The horizontal coordinates were established by classical geodetic methods
 OC2756.and adjusted by the National Geodetic Survey in March 1998..
 OC2756
 OC2756.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2756.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2756
 OC2756.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2756
 OC2756.The geoid height was determined by GEOID03.
 OC2756
 OC2756;                    North         East     Units Scale Factor Converg.
 OC2756;SPC ME W     -   108,026.288   847,508.873   MT  1.00000054   -0 27 05.6
 OC2756;UTM  19      - 4,851,694.888   353,683.031   MT  0.99986332   -1 15 33.5
 OC2756
 OC2756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2756!SPC ME W     -   0.99998693  x   1.00000054  =   0.99998747
 OC2756!UTM  19      -   0.99998693  x   0.99986332  =   0.99985025
 OC2756
 OC2756|---------------------------------------------------------------------|
 OC2756| PID    Reference Object                     Distance      Geod. Az  |
 OC2756|                                                           dddmmss.s |
 OC2756| CE8139 FAIR RM 1                            11.276 METERS 20526     |
 OC2756| OC0554 T 122                               469.266 METERS 2551836.3 |
 OC2756| OC2758 FAIR RM 2                            11.270 METERS 30222     |
 OC2756|---------------------------------------------------------------------|
 OC2756
 OC2756                          SUPERSEDED SURVEY CONTROL
 OC2756
 OC2756  NAD 83(1992)-  43 48 13.84880(N)    070 49 08.38352(W) AD(       ) 2
 OC2756  NAD 83(1986)-  43 48 13.85685(N)    070 49 08.38827(W) AD(       ) 2
 OC2756  NAD 27      -  43 48 13.59041(N)    070 49 10.16491(W) AD(       ) 2
 OC2756  NGVD 29 (07/19/86)  110.6    (m)          363.     (f) VERT ANG       
 OC2756
 OC2756.Superseded values are not recommended for survey control.
 OC2756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2756.See file dsdata.txt to determine how the superseded data were derived.
 OC2756
 OC2756_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ5368351695(NAD 83)
 OC2756_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OC2756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC2756_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC2756_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OC2756+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2004
 OC2756
 OC2756  HISTORY     - Date     Condition        Report By
 OC2756  HISTORY     - 1976     MONUMENTED       NGS
 OC2756  HISTORY     - 20040501 GOOD             GEOCAC
 OC2756
 OC2756                          STATION DESCRIPTION
 OC2756
 OC2756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2756'THE STATION IS LOCATED AT THE CORNISH FAIRGROUNDS ON PROPERTY
 OC2756'OWNED BY DR. ANTHONY DIBIASO, CORNISH, MAINE.
 OC2756'PHONE (207) 625-3266.
 OC2756'
 OC2756'TO REACH THE STATION FROM THE POST OFFICE IN CORNISH, GO WEST
 OC2756'ON STATE ROUTES 5 AND 25 FOR 0.3 MILE TO A SIDE ROAD LEFT
 OC2756'(ROUTE 5 TURNS SOUTH). CONTINUE WEST ON ROUTE 25 FOR 0.2 MILE
 OC2756'TO A FORK.  CONTINUE STRAIGHT ON ROUTE 25 FOR 0.1 MILE
 OC2756'TO A SIDE ROAD LEFT LEADING TO THE CORNISH FAIRGROUNDS. TURN
 OC2756'LEFT AND GO SOUTH FOR 0.1 MILE TO A TRACK ROAD LEFT LEADING TO
 OC2756'THE RACE TRACK. TURN LEFT, GO CLOCKWISE AROUND THE RACE TRACK
 OC2756'FOR 0.15 MILE TO THE STATION MARK ON THE RIGHT.
 OC2756'
 OC2756'TO REACH BM T 122 FROM THE SIDE ROAD LEADING TO THE CORNISH
 OC2756'FAIRGROUNDS GO WEST ON ROUTE 25 FOR 0.2 MILE TO THE BENCH MARK
 OC2756'ON THE RIGHT AT THE SOUTHWEST CORNER OF A CEMETERY.
 OC2756'
 OC2756'THE STATION MARK, STAMPED---FAIR 1976---, IS A STANDARD DISK
 OC2756'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST WHICH IS
 OC2756'FLUSH WITH THE GROUND SURFACE. IT IS 108.0 FEET SOUTHWEST OF
 OC2756'THE SOUTHWEST CORNER OF A CEDAR SHINGLED HOUSE AND 95.0 FEET
 OC2756'WEST-NORTHWEST OF THE NORTHWEST CORNER OF A GROWTH OF SOFTWOOD
 OC2756'TREES.
 OC2756'
 OC2756'REFERENCE MARK 1, STAMPED---FAIR NO 1 1976---, IS A STANDARD
 OC2756'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST
 OC2756'WHICH IS FLUSH WITH THE GROUND SURFACE. IT IS 145.0 FEET
 OC2756'SOUTHWEST OF THE SOUTHWEST CORNER OF A CEDAR SHINGLED HOUSE AND
 OC2756'117.0 FEET WEST OF THE NORTHWEST CORNER OF A GROWTH OF SOFTWOOD
 OC2756'TREES.
 OC2756'
 OC2756'REFERENCE MARK 2, STAMPED---FAIR NO 2 1976---, IS A STANDARD
 OC2756'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST
 OC2756'WHICH IS FLUSH WITH THE GROUND SURFACE. IT IS 103.0 FEET
 OC2756'SOUTHWEST OF THE SOUTHWEST CORNER OF A CEDAR SHINGLED HOUSE AND
 OC2756'127.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF A GROWTH OF
 OC2756'SOFTWOOD TREES.
 OC2756'
 OC2756'BENCH MARK STAMPED---T 122 1955---, IS A STANDARD BENCH MARK
 OC2756'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH IS
 OC2756'FLUSH WITH THE GROUND SURFACE. IT IS 23.0 FEET NORTH OF THE
 OC2756'CENTERLINE OF STATE ROUTE 25, 3.0 FEET SOUTHWEST OF A GRANITE
 OC2756'POST AND 1.0 FOOT SOUTH OF A METAL WITNESS POST.
 OC2756'
 OC2756'THE HEIGHT OF LIGHT ABOVE THE STATION WAS 1.2 METERS.
 OC2756'
 OC2756'DESCRIBED BY JOHN R. HIGGINS.
 OC2756
 OC2756                          STATION RECOVERY (2004)
 OC2756
 OC2756'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 OC2756'FAIR, FAIR NO.1 AND FAIR NO.2 ALL RECOVERED IN GOOD CONDITION AT
 OC2756'DESCRIBED LOCATION. ALL WERE FOUND BURIED UNDER 2-3 INCHES OF SOD. ALL
 OC2756'WERE RECOVERED AND LEFT EXPOSED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1522 ***********************************************************************
 PE1522  DESIGNATION -  FAIRFIELD
 PE1522  PID         -  PE1522
 PE1522  STATE/COUNTY-  ME/SOMERSET
 PE1522  USGS QUAD   -  WATERVILLE (1982)
 PE1522
 PE1522                         *CURRENT SURVEY CONTROL
 PE1522  ___________________________________________________________________
 PE1522* NAD 83(1986)-  44 35 01.     (N)    069 38 03.     (W)     SCALED    
 PE1522* NAVD 88     -        60.609  (meters)     198.85   (feet)  ADJUSTED  
 PE1522  ___________________________________________________________________
 PE1522  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 PE1522  DYNAMIC HT  -          60.605 (meters)     198.83  (feet)  COMP
 PE1522  MODELED GRAV-     980,558.6   (mgal)                       NAVD 88
 PE1522
 PE1522  VERT ORDER  -  SECOND    CLASS I
 PE1522
 PE1522.The horizontal coordinates were scaled from a topographic map and have
 PE1522.an estimated accuracy of +/- 6 seconds.
 PE1522
 PE1522.The orthometric height was determined by differential leveling
 PE1522.and adjusted by the National Geodetic Survey in June 1991..
 PE1522
 PE1522.The geoid height was determined by GEOID03.
 PE1522
 PE1522.The dynamic height is computed by dividing the NAVD 88
 PE1522.geopotential number by the normal gravity value computed on the
 PE1522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1522.degrees latitude (g = 980.6199 gals.).
 PE1522
 PE1522.The modeled gravity was interpolated from observed gravity values.
 PE1522
 PE1522;                    North         East    Units  Estimated Accuracy
 PE1522;SPC ME W     -   194,600.      942,290.      MT  (+/- 180 meters Scaled)
 PE1522
 PE1522                          SUPERSEDED SURVEY CONTROL
 PE1522
 PE1522  NGVD 29 (??/??/92)   60.806  (m)          199.49   (f) ADJ UNCH    2 1
 PE1522
 PE1522.Superseded values are not recommended for survey control.
 PE1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1522.See file dsdata.txt to determine how the superseded data were derived.
 PE1522
 PE1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK496368(NAD 83)
 PE1522_MARKER: DD = SURVEY DISK
 PE1522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1522_STAMPING: FAIRFIELD 1974
 PE1522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1522+STABILITY: SURFACE MOTION
 PE1522
 PE1522  HISTORY     - Date     Condition        Report By
 PE1522  HISTORY     - 1974     MONUMENTED       MEDT
 PE1522
 PE1522                          STATION DESCRIPTION
 PE1522
 PE1522'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 PE1522'2.7 MI SW FROM FAIRFIELD.
 PE1522'ABOUT 2.7 MILES SOUTHWESTERLY ALONG I-95 SOUTHBOUND FROM THE I-95
 PE1522'OVERPASS CROSSING U.S. ROUTE 201 IN FAIRFIELD AND ABOUT 1.55 MILES
 PE1522'SOUTHWEST OF THE WESTERN AVENUE (ROUTE 139) OVERPASS CROSSING
 PE1522'I-95 TO THE AUTHORIZED VEHICLES ONLY GRAVEL CROSSOVER ROAD
 PE1522'BETWEEN THE SOUTHBOUND AND NORTHBOUND LANES OF I-95.  A DISK
 PE1522'SET FLUSH IN THE TOP OF A CYLINDRICAL CONCRETE POST, FLUSH WITH
 PE1522'THE GROUND, 26.7 FEET SOUTHEAST OF THE CENTERLINE OF I-95
 PE1522'SOUTHBOUND AND 19.2 FEET NORTHEAST OF THE CENTERLINE OF THE
 PE1522'CROSSOVER ROAD AND ABOUT 1 FOOT BELOW THE SURFACE OF I-95
 PE1522'SOUTHBOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2501 ***********************************************************************
 PE2501  DESIGNATION -  FAIRFIELD
 PE2501  PID         -  PE2501
 PE2501  STATE/COUNTY-  ME/KENNEBEC
 PE2501  USGS QUAD   -  WATERVILLE (1982)
 PE2501
 PE2501                         *CURRENT SURVEY CONTROL
 PE2501  ___________________________________________________________________
 PE2501* NAD 83(1996)-  44 34 31.09098(N)    069 37 56.55590(W)     ADJUSTED  
 PE2501* NAVD 88     -        60.6    (meters)     199.     (feet)  VERTCON   
 PE2501  ___________________________________________________________________
 PE2501  LAPLACE CORR-           3.74  (seconds)                    DEFLEC99
 PE2501  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 PE2501
 PE2501  HORZ ORDER  -  SECOND
 PE2501
 PE2501.The horizontal coordinates were established by classical geodetic methods
 PE2501.and adjusted by the National Geodetic Survey in March 1998..
 PE2501
 PE2501.The NAVD 88 height was computed by applying the VERTCON shift value to
 PE2501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PE2501
 PE2501.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2501
 PE2501.The geoid height was determined by GEOID03.
 PE2501
 PE2501;                    North         East     Units Scale Factor Converg.
 PE2501;SPC ME W     -   193,676.532   942,435.718   MT  0.99998880   +0 22 30.0
 PE2501;UTM  19      - 4,935,968.180   449,792.214   MT  0.99963100   -0 26 37.8
 PE2501
 PE2501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2501!SPC ME W     -   0.99999454  x   0.99998880  =   0.99998334
 PE2501!UTM  19      -   0.99999454  x   0.99963100  =   0.99962554
 PE2501
 PE2501:                Primary Azimuth Mark                     Grid Az
 PE2501:SPC ME W     -  FAIRFIELD SANITARIUM TANK                031 16 55.6
 PE2501:UTM  19      -  FAIRFIELD SANITARIUM TANK                032 06 03.4
 PE2501
 PE2501|---------------------------------------------------------------------|
 PE2501| PID    Reference Object                     Distance      Geod. Az  |
 PE2501|                                                           dddmmss.s |
 PE2501| PE2493 FAIRFIELD SANITARIUM TANK           APPROX. 4.1 KM 0313925.6 |
 PE2501| PE1455 CENTRAL                             APPROX. 3.9 KM 0323308.0 |
 PE2501| CE7937 FAIRFIELD RM 1                       17.168 METERS 04554     |
 PE2501| PE2490 WINSLOW RAD STA WTVL MAST           APPROX. 2.1 KM 1245117.0 |
 PE2501| PE2500 FAIRFIELD MEDOT 1974 RM 2            17.168 METERS 13640     |
 PE2501| PE2403 VASSALBORO NETT MW                  APPROX.11.7 KM 1535724.8 |
 PE2501| PE2499 WATERVILLE COLBY COLL SPIRE         APPROX. 2.7 KM 2425326.8 |
 PE2501| PE2502 WATERVILLE CATV MAST                APPROX. 1.5 KM 3545410.5 |
 PE2501|---------------------------------------------------------------------|
 PE2501
 PE2501                          SUPERSEDED SURVEY CONTROL
 PE2501
 PE2501  NAD 83(1992)-  44 34 31.08955(N)    069 37 56.55199(W) AD(       ) 2
 PE2501  NAD 83(1986)-  44 34 31.09481(N)    069 37 56.55955(W) AD(       ) 2
 PE2501  NAD 27      -  44 34 30.85386(N)    069 37 58.38854(W) AD(       ) 2
 PE2501  NGVD 29 (07/19/86)   60.8    (m)          199.     (f) VERT ANG       
 PE2501
 PE2501.Superseded values are not recommended for survey control.
 PE2501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2501.See file dsdata.txt to determine how the superseded data were derived.
 PE2501
 PE2501_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK4979235968(NAD 83)
 PE2501_MARKER: DD = SURVEY DISK
 PE2501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE2501_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PE2501
 PE2501  HISTORY     - Date     Condition        Report By
 PE2501  HISTORY     - 1974     MONUMENTED       MEDT
 PE2501
 PE2501                          STATION DESCRIPTION
 PE2501
 PE2501'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974 (RCA)
 PE2501'THE STATION IS LOCATED 1.5 MILES NORTH OF WATERVILLE, 2.2 MILES
 PE2501'SOUTHWEST OF FAIRFIELD, AND 1.2 MILES WEST OF THE KENNEBEC RIVER,
 PE2501'ON PROPERTY OWNED BY THE STATE OF MAINE.
 PE2501'
 PE2501'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 95 AND STATE
 PE2501'ROADS 11 AND 137, GO NORTHERLY ON INTERSTATE 95 FOR 3.0 MILES TO
 PE2501'THE JUNCTION OF INTERSTATE 95 AND STATE ROAD 104.  CONTINUE
 PE2501'NORTHERLY ON INTERSTATE 95 FOR 0.45 MILE TO A PAVED CROSSOVER FOR
 PE2501'AUTHORIZED VEHICLES ONLY, AND THE STATION AS DESCRIBED.
 PE2501'
 PE2501'THE STATION MARK IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 PE2501'DISK STAMPED FAIRFIELD 1974 SET IN THE TOP OF A 12-INCH CYLINDRICAL
 PE2501'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 PE2501'26.9 FEET EAST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF
 PE2501'INTERSTATE 95, AND 19.2 FEET NORTH OF THE CENTERLINE OF THE
 PE2501'AUTHORIZED VEHICLES ONLY CROSSOVER.  THE UNDERGROUND MARK IS A
 PE2501'BRASS PLUG SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 PE2501'APPROXIMATELY 50-INCHES BELOW THE GROUND SURFACE.
 PE2501'
 PE2501'REFERENCE MARK 1 IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 PE2501'DISK STAMPED FAIRFIELD RM 1 1974 SET IN THE TOP OF A 12-INCH
 PE2501'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 PE2501'SURFACE.  IT IS 31.7 FEET EAST OF THE CENTERLINE OF THE SOUTHBOUND
 PE2501'LANES OF INTERSTATE 95, AND 90.0 FEET NORTH OF THE CENTERLINE OF
 PE2501'THE AUTHORIZED VEHICLES ONLY CROSSOVER.
 PE2501'
 PE2501'REFERENCE MARK 2 IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 PE2501'DISK STAMPED FAIRFIELD RM 2 1974 SET IN THE TOP OF A 12-INCH
 PE2501'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 PE2501'SURFACE.  IT IS 17.5 FEET NORTH OF THE CENTERLINE OF THE
 PE2501'AUTHORIZED VEHICLES ONLY CROSSOVER, AND 83.9 FEET EAST OF THE
 PE2501'SOUTHBOUND LANES OF INTERSTATE 95.
 PE2501'
 PE2501'NO AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 PE2501'
 PE2501'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2046 ***********************************************************************
 OC2046  DESIGNATION -  FAIRFIELD HILL 1851
 OC2046  PID         -  OC2046
 OC2046  STATE/COUNTY-  ME/YORK
 OC2046  USGS QUAD   -  BIDDEFORD (1975)
 OC2046
 OC2046                         *CURRENT SURVEY CONTROL
 OC2046  ___________________________________________________________________
 OC2046* NAD 83(1996)-  43 23 50.50990(N)    070 28 42.45192(W)     ADJUSTED  
 OC2046* NAVD 88     -        35.     (meters)     115.     (feet)  SCALED    
 OC2046  ___________________________________________________________________
 OC2046  LAPLACE CORR-           3.31  (seconds)                    DEFLEC99
 OC2046  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 OC2046
 OC2046  HORZ ORDER  -  THIRD
 OC2046
 OC2046.The horizontal coordinates were established by classical geodetic methods
 OC2046.and adjusted by the National Geodetic Survey in March 1998..
 OC2046
 OC2046.The orthometric height was scaled from a topographic map.
 OC2046
 OC2046.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2046
 OC2046.The geoid height was determined by GEOID03.
 OC2046
 OC2046;                    North         East     Units Scale Factor Converg.
 OC2046;SPC ME W     -    62,706.093   874,741.443   MT  0.99997451   -0 12 51.2
 OC2046;UTM  19      - 4,806,004.350   380,271.949   MT  0.99977633   -1 00 57.2
 OC2046
 OC2046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2046!SPC ME W     -   0.99999868  x   0.99997451  =   0.99997319
 OC2046!UTM  19      -   0.99999868  x   0.99977633  =   0.99977501
 OC2046
 OC2046:                Primary Azimuth Mark                     Grid Az
 OC2046:SPC ME W     -  AGAMENTICUS RESET                        222 09 32.9
 OC2046:UTM  19      -  AGAMENTICUS RESET                        222 57 38.9
 OC2046
 OC2046|---------------------------------------------------------------------|
 OC2046| PID    Reference Object                     Distance      Geod. Az  |
 OC2046|                                                           dddmmss.s |
 OC2046| OC2305 AGAMENTICUS RESET                   APPROX.26.0 KM 2215641.7 |
 OC2046|---------------------------------------------------------------------|
 OC2046
 OC2046                          SUPERSEDED SURVEY CONTROL
 OC2046
 OC2046  NAD 83(1992)-  43 23 50.50857(N)    070 28 42.45319(W) AD(       ) 3
 OC2046  NAD 83(1986)-  43 23 50.51439(N)    070 28 42.45902(W) AD(       ) 3
 OC2046  NAD 27      -  43 23 50.20800(N)    070 28 44.28500(W) AD(       ) 3
 OC2046
 OC2046.Superseded values are not recommended for survey control.
 OC2046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2046.See file dsdata.txt to determine how the superseded data were derived.
 OC2046
 OC2046_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ8027206004(NAD 83)
 OC2046
 OC2046  HISTORY     - Date     Condition        Report By
 OC2046  HISTORY     - 1851     MONUMENTED       COASUR
 OC2046  HISTORY     - 1912     SEE DESCRIPTION  CGS
 OC2046
 OC2046                          STATION DESCRIPTION
 OC2046
 OC2046'DESCRIBED BY COAST AND GEODETIC SURVEY 1912
 OC2046'STATION IS ON THE HILL OF THAT NAME ABOUT 2-1/2 MILES N BY E
 OC2046'FROM KENNEBUNK PORT, AND FORMERLY OWNED BY NAHUM FAIRFIELD,
 OC2046'WHOSE HOUSE STOOD ABOUT 200 METERS S OF THE SUMMIT.  THE RUINS
 OC2046'AND CELLAR OF THIS HOUSE ARE STILL VISIBLE.  TO REACH THE STATION,
 OC2046'PROCEED FROM KENNEBUNK PORT ALONG THE ROAD TO BIDDEFORD FOR ABOUT
 OC2046'2 MILES AND THEN TO THE RIGHT AT WILLIAMS, AND THENCE TO
 OC2046'FAIRFIELDS HOUSE.  THE HILL IS IN A DENSE WOOD, AND
 OC2046'CONSIDERABLE CUTTING WOULD BE REQUIRED TO RE-OPEN THE LINES TO
 OC2046'OTHER POINTS.  THE STATION IS MARKED BY A COPPER BOLT
 OC2046'SET IN A HOLE IN THE ROCK.  THE MARK WAS NOT FOUND IN 1912,
 OC2046'BUT PROBABLY STILL EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2500 ***********************************************************************
 PE2500  DESIGNATION -  FAIRFIELD MEDOT 1974 RM 2
 PE2500  PID         -  PE2500
 PE2500  STATE/COUNTY-  ME/KENNEBEC
 PE2500  USGS QUAD   -  WATERVILLE (1982)
 PE2500
 PE2500                         *CURRENT SURVEY CONTROL
 PE2500  ___________________________________________________________________
 PE2500* NAD 83(1996)-  44 34 30.68642(N)    069 37 56.02193(W)     ADJUSTED  
 PE2500* NAVD 88     -        61.     (meters)     200.     (feet)  SCALED    
 PE2500  ___________________________________________________________________
 PE2500  LAPLACE CORR-           3.74  (seconds)                    DEFLEC99
 PE2500  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 PE2500
 PE2500  HORZ ORDER  -  SECOND
 PE2500
 PE2500.The horizontal coordinates were established by classical geodetic methods
 PE2500.and adjusted by the National Geodetic Survey in March 1998..
 PE2500
 PE2500.The orthometric height was scaled from a topographic map.
 PE2500
 PE2500.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2500
 PE2500.The geoid height was determined by GEOID03.
 PE2500
 PE2500;                    North         East     Units Scale Factor Converg.
 PE2500;SPC ME W     -   193,664.122   942,447.580   MT  0.99998882   +0 22 30.4
 PE2500;UTM  19      - 4,935,955.606   449,803.894   MT  0.99963098   -0 26 37.4
 PE2500
 PE2500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2500!SPC ME W     -   0.99999451  x   0.99998882  =   0.99998333
 PE2500!UTM  19      -   0.99999451  x   0.99963098  =   0.99962549
 PE2500
 PE2500                          SUPERSEDED SURVEY CONTROL
 PE2500
 PE2500  NAD 83(1992)-  44 34 30.68496(N)    069 37 56.01799(W) AD(       ) 2
 PE2500  NAD 83(1986)-  44 34 30.69026(N)    069 37 56.02559(W) AD(       ) 2
 PE2500  NAD 27      -  44 34 30.35675(N)    069 37 57.73247(W) AD(       ) 2
 PE2500
 PE2500.Superseded values are not recommended for survey control.
 PE2500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2500.See file dsdata.txt to determine how the superseded data were derived.
 PE2500
 PE2500_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK4980435956(NAD 83)
 PE2500_MARKER: DD = SURVEY DISK
 PE2500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE2500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE2500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE2500+STABILITY: SURFACE MOTION
 PE2500
 PE2500  HISTORY     - Date     Condition        Report By
 PE2500  HISTORY     - 1974     MONUMENTED       MEDT
 PE2500
 PE2500                          STATION DESCRIPTION
 PE2500
 PE2500'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974 (RCA)
 PE2500'MARK IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION DISK
 PE2500'STAMPED FAIRFIELD RM 2 1974 SET IN THE TOP OF A 12 INCH
 PE2500'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 PE2500'SURFACE.  IT IS 17.5 FEET NORTH OF THE CENTERLINE OF THE
 PE2500'AUTHORIZED VEHICLES ONLY CROSSOVER, AND 83.9 FEET EAST OF THE
 PE2500'SOUTHBOUND LANES OF INTERSTATE 95.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1521 ***********************************************************************
 PE1521  DESIGNATION -  FAIRFIELD RM 1
 PE1521  PID         -  PE1521
 PE1521  STATE/COUNTY-  ME/SOMERSET
 PE1521  USGS QUAD   -  WATERVILLE (1982)
 PE1521
 PE1521                         *CURRENT SURVEY CONTROL
 PE1521  ___________________________________________________________________
 PE1521* NAD 83(1986)-  44 35 01.     (N)    069 38 03.     (W)     SCALED    
 PE1521* NAVD 88     -        60.269  (meters)     197.73   (feet)  ADJUSTED  
 PE1521  ___________________________________________________________________
 PE1521  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 PE1521  DYNAMIC HT  -          60.265 (meters)     197.72  (feet)  COMP
 PE1521  MODELED GRAV-     980,558.6   (mgal)                       NAVD 88
 PE1521
 PE1521  VERT ORDER  -  SECOND    CLASS I
 PE1521
 PE1521.The horizontal coordinates were scaled from a topographic map and have
 PE1521.an estimated accuracy of +/- 6 seconds.
 PE1521
 PE1521.The orthometric height was determined by differential leveling
 PE1521.and adjusted by the National Geodetic Survey in June 1991..
 PE1521
 PE1521.The geoid height was determined by GEOID03.
 PE1521
 PE1521.The dynamic height is computed by dividing the NAVD 88
 PE1521.geopotential number by the normal gravity value computed on the
 PE1521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1521.degrees latitude (g = 980.6199 gals.).
 PE1521
 PE1521.The modeled gravity was interpolated from observed gravity values.
 PE1521
 PE1521;                    North         East    Units  Estimated Accuracy
 PE1521;SPC ME W     -   194,600.      942,290.      MT  (+/- 180 meters Scaled)
 PE1521
 PE1521                          SUPERSEDED SURVEY CONTROL
 PE1521
 PE1521  NGVD 29 (??/??/92)   60.466  (m)          198.38   (f) ADJ UNCH    2 1
 PE1521
 PE1521.Superseded values are not recommended for survey control.
 PE1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1521.See file dsdata.txt to determine how the superseded data were derived.
 PE1521
 PE1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK496368(NAD 83)
 PE1521_MARKER: DD = SURVEY DISK
 PE1521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1521_STAMPING: FAIRFIELD RM 1 1974
 PE1521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1521+STABILITY: SURFACE MOTION
 PE1521
 PE1521  HISTORY     - Date     Condition        Report By
 PE1521  HISTORY     - 1974     MONUMENTED       MEDT
 PE1521
 PE1521                          STATION DESCRIPTION
 PE1521
 PE1521'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 PE1521'2.7 MI SW FROM FAIRFIELD.
 PE1521'ABOUT 2.7 MILES SOUTHWESTERLY ALONG I-95 SOUTHBOUND FROM THE I-95
 PE1521'OVERPASS CROSSING U.S. ROUTE 201 IN FAIRFIELD, AND ABOUT 1.55
 PE1521'MILES SOUTHWEST OF THE WESTERN AVENUE (ROUTE 139) OVERPASS
 PE1521'CROSSING I-95 TO THE AUTHORIZED VEHICLES ONLY GRAVEL CROSSOVER
 PE1521'ROAD BETWEEN THE SOUTHBOUND AND NORTHBOUND LANES OF I-95.  A
 PE1521'DISK SET FLUSH IN THE TOP OF A CYLINDRICAL CONCRETE POST,
 PE1521'FLUSH WITH THE GROUND, 31.7 FEET SOUTHEAST OF AND 3 FEET BELOW
 PE1521'THE CENTERLINE OF I-95 SOUTHBOUND AND 90.0 FEET NORTHEAST OF THE
 PE1521'CENTERLINE OF THE CROSSOVER ROAD.  DISK IS 56.33 FEET NORTHEAST
 PE1521'OF STATION MARK DESCRIBED AND 89.77 FEET NORTH OF FAIRFIELD RM 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1523 ***********************************************************************
 PE1523  DESIGNATION -  FAIRFIELD RM 2
 PE1523  PID         -  PE1523
 PE1523  STATE/COUNTY-  ME/SOMERSET
 PE1523  USGS QUAD   -  WATERVILLE (1982)
 PE1523
 PE1523                         *CURRENT SURVEY CONTROL
 PE1523  ___________________________________________________________________
 PE1523* NAD 83(1986)-  44 35 01.     (N)    069 38 03.     (W)     SCALED    
 PE1523* NAVD 88     -        59.363  (meters)     194.76   (feet)  ADJUSTED  
 PE1523  ___________________________________________________________________
 PE1523  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 PE1523  DYNAMIC HT  -          59.360 (meters)     194.75  (feet)  COMP
 PE1523  MODELED GRAV-     980,558.6   (mgal)                       NAVD 88
 PE1523
 PE1523  VERT ORDER  -  SECOND    CLASS I
 PE1523
 PE1523.The horizontal coordinates were scaled from a topographic map and have
 PE1523.an estimated accuracy of +/- 6 seconds.
 PE1523
 PE1523.The orthometric height was determined by differential leveling
 PE1523.and adjusted by the National Geodetic Survey in June 1991..
 PE1523
 PE1523.The geoid height was determined by GEOID03.
 PE1523
 PE1523.The dynamic height is computed by dividing the NAVD 88
 PE1523.geopotential number by the normal gravity value computed on the
 PE1523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1523.degrees latitude (g = 980.6199 gals.).
 PE1523
 PE1523.The modeled gravity was interpolated from observed gravity values.
 PE1523
 PE1523;                    North         East    Units  Estimated Accuracy
 PE1523;SPC ME W     -   194,600.      942,290.      MT  (+/- 180 meters Scaled)
 PE1523
 PE1523                          SUPERSEDED SURVEY CONTROL
 PE1523
 PE1523  NGVD 29 (??/??/92)   59.560  (m)          195.41   (f) ADJ UNCH    2 1
 PE1523
 PE1523.Superseded values are not recommended for survey control.
 PE1523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1523.See file dsdata.txt to determine how the superseded data were derived.
 PE1523
 PE1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK496368(NAD 83)
 PE1523_MARKER: DD = SURVEY DISK
 PE1523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1523_STAMPING: FAIRFIELD RM 2 1974
 PE1523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1523+STABILITY: SURFACE MOTION
 PE1523
 PE1523  HISTORY     - Date     Condition        Report By
 PE1523  HISTORY     - 1974     MONUMENTED       MEDT
 PE1523
 PE1523                          STATION DESCRIPTION
 PE1523
 PE1523'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 PE1523'2.7 MI SW FROM FAIRFIELD.
 PE1523'ABOUT 2.7 MILES SOUTHWESTERLY ALONG I-95 SOUTHBOUND FROM THE I-95
 PE1523'OVERPASS CROSSING U.S. ROUTE 201 IN FAIRFIELD, AND ABOUT 1.55
 PE1523'MILES SOUTHWEST OF THE WESTERN AVENUE (ROUTE 139) OVERPASS
 PE1523'CROSSING I-95 TO THE AUTHORIZED VEHICLES ONLY GRAVEL CROSSOVER
 PE1523'ROAD BETWEEN THE SOUTHBOUND AND NORTHBOUND LANES OF I-95.  A
 PE1523'DISK SET FLUSH IN THE TOP OF A CYLINDRICAL CONCRETE POST, FLUSH
 PE1523'WITH THE GRAVEL, 83.9 FEET SOUTHEAST OF AND 6 FEET BELOW THE
 PE1523'CENTERLINE OF I-95 SOUTHBOUND AND 17.5 FEET NORTHEAST OF AND 1
 PE1523'FOOT BELOW THE CENTERLINE OF THE GRAVEL CROSSOVER ROAD.  DISK
 PE1523'IS 69.20 FEET SOUTHEASTERLY FROM THE STATION MARK DESCRIBED
 PE1523'AND IS 89.77 FEET SOUTH OF FAIRFIELD RM 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2493 ***********************************************************************
 PE2493  DESIGNATION -  FAIRFIELD SANITARIUM TANK
 PE2493  PID         -  PE2493
 PE2493  STATE/COUNTY-  ME/SOMERSET
 PE2493  USGS QUAD   -  FAIRFIELD (1988)
 PE2493
 PE2493                         *CURRENT SURVEY CONTROL
 PE2493  ___________________________________________________________________
 PE2493* NAD 83(1996)-  44 36 24.44678(N)    069 36 18.70836(W)     ADJUSTED  
 PE2493* NAVD 88     -                                                        
 PE2493  ___________________________________________________________________
 PE2493  LAPLACE CORR-           3.32  (seconds)                    DEFLEC99
 PE2493  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 PE2493
 PE2493  HORZ ORDER  -  THIRD
 PE2493
 PE2493.The horizontal coordinates were established by classical geodetic methods
 PE2493.and adjusted by the National Geodetic Survey in March 1998..
 PE2493
 PE2493
 PE2493.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2493
 PE2493.The geoid height was determined by GEOID03.
 PE2493
 PE2493;                    North         East     Units Scale Factor Converg.
 PE2493;SPC ME W     -   197,189.941   944,570.395   MT  0.99999109   +0 23 39.4
 PE2493;UTM  19      - 4,939,449.461   451,976.109   MT  0.99962836   -0 25 30.0
 PE2493
 PE2493                          SUPERSEDED SURVEY CONTROL
 PE2493
 PE2493  NAD 83(1992)-  44 36 24.44530(N)    069 36 18.70424(W) AD(       ) 4
 PE2493  NAD 83(1986)-  44 36 24.45061(N)    069 36 18.71206(W) AD(       ) 4
 PE2493  NAD 27      -  44 36 24.20950(N)    069 36 20.54054(W) AD(       ) 3
 PE2493
 PE2493.Superseded values are not recommended for survey control.
 PE2493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2493.See file dsdata.txt to determine how the superseded data were derived.
 PE2493
 PE2493_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK5197639449(NAD 83)
 PE2493_MARKER: 53 = ELEVATED TANK
 PE2493
 PE2493  HISTORY     - Date     Condition        Report By
 PE2493  HISTORY     - 1974     FIRST OBSERVED   NGS
 PE2493
 PE2493                          STATION DESCRIPTION
 PE2493
 PE2493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (RCA)
 PE2493'THE STATION, FAIRFIELD SANITARIUM TANK, IS THE TOP-CENTER OF THE
 PE2493'145 FOOT TALL WATER TANK, LOCATED IN THE TOWN OF FAIRFIELD ON TOP
 PE2493'OF PLEASENT HILL ON THE PROPERTY OF PLEASANT HILL NURSING HOME
 PE2493'ALSO CALLED FAIRFIELD SANITARIUM 0.55 MILES ON PLEASANT HILL ROAD
 PE2493'FROM INTERSECTION OF U.S. 201 AND PLEASANT HILL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1768 ***********************************************************************
 OC1768  DESIGNATION -  FALMOUTH STANDPIPE
 OC1768  PID         -  OC1768
 OC1768  STATE/COUNTY-  ME/CUMBERLAND
 OC1768  USGS QUAD   -  PORTLAND EAST (1975)
 OC1768
 OC1768                         *CURRENT SURVEY CONTROL
 OC1768  ___________________________________________________________________
 OC1768* NAD 83(1996)-  43 44 22.43067(N)    070 12 41.57797(W)     ADJUSTED  
 OC1768* NAVD 88     -                                                        
 OC1768  ___________________________________________________________________
 OC1768  LAPLACE CORR-           3.44  (seconds)                    DEFLEC99
 OC1768  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 OC1768
 OC1768  HORZ ORDER  -  THIRD
 OC1768
 OC1768.The horizontal coordinates were established by classical geodetic methods
 OC1768.and adjusted by the National Geodetic Survey in March 1998..
 OC1768
 OC1768
 OC1768.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1768
 OC1768.The geoid height was determined by GEOID03.
 OC1768
 OC1768;                    North         East     Units Scale Factor Converg.
 OC1768;SPC ME W     -   100,678.337   896,384.535   MT  0.99996683   -0 01 51.7
 OC1768;UTM  19      - 4,843,660.651   402,440.888   MT  0.99971707   -0 50 15.8
 OC1768
 OC1768                          SUPERSEDED SURVEY CONTROL
 OC1768
 OC1768  NAD 83(1992)-  43 44 22.42919(N)    070 12 41.57848(W) AD(       ) 4
 OC1768  NAD 83(1986)-  43 44 22.43511(N)    070 12 41.58380(W) AD(       ) 4
 OC1768  NAD 27      -  43 44 22.15600(N)    070 12 43.39800(W) AD(       ) 3
 OC1768
 OC1768.Superseded values are not recommended for survey control.
 OC1768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1768.See file dsdata.txt to determine how the superseded data were derived.
 OC1768
 OC1768_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0244143661(NAD 83)
 OC1768_MARKER: 52 = STANDPIPE TANK
 OC1768
 OC1768  HISTORY     - Date     Condition        Report By
 OC1768  HISTORY     - UNK      FIRST OBSERVED
 OC1768  HISTORY     - 1941     GOOD             CGS
 OC1768  HISTORY     - 1975     GOOD             NGS
 OC1768  HISTORY     - 19920730 GOOD             USPSQD
 OC1768  HISTORY     - 20020813 GOOD             USPSQD
 OC1768
 OC1768                          STATION DESCRIPTION
 OC1768
 OC1768'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FLP)
 OC1768'STATION RECOVERED AS DESCRIBED.
 OC1768
 OC1768                          STATION RECOVERY (1975)
 OC1768
 OC1768'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 OC1768'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN
 OC1768'1941 EXCEPT FOR THE FOLLOWING ADDITIONS--THE STATION IS THE
 OC1768'TOP-CENTER OF THE 60 FOOT TALL, 40 FOOT DIAMETER
 OC1768'STANDPIPE.  LOCATED IN THE TOWN OF FALMOUTH IN THE FORESIDE AREA
 OC1768'525 FEET OFF OF THE UNDERWOOD ROAD BEHIND C E SIDELINGER
 OC1768'RESIDENCE WHICH IS 0.25 MILES FROM THE JUNCTION OF
 OC1768'UNDERWOOD ROAD AND ROUTE 88.
 OC1768
 OC1768                          STATION RECOVERY (1992)
 OC1768
 OC1768'RECOVERY NOTE BY US POWER SQUADRON 1992 (AMW)
 OC1768'RECOVERED IN GOOD CONDITION.
 OC1768
 OC1768                          STATION RECOVERY (2002)
 OC1768
 OC1768'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMW)
 OC1768'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1967 ***********************************************************************
 OC1967  DESIGNATION -  FALMOUTH TV STA WCSH MAST
 OC1967  PID         -  OC1967
 OC1967  STATE/COUNTY-  ME/CUMBERLAND
 OC1967  USGS QUAD   -  CUMBERLAND CENTER (1975)
 OC1967
 OC1967                         *CURRENT SURVEY CONTROL
 OC1967  ___________________________________________________________________
 OC1967* NAD 83(1996)-  43 45 45.63692(N)    070 19 31.23454(W)     ADJUSTED  
 OC1967* NAVD 88     -                                                        
 OC1967  ___________________________________________________________________
 OC1967  LAPLACE CORR-           3.39  (seconds)                    DEFLEC99
 OC1967  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 OC1967
 OC1967  HORZ ORDER  -  THIRD
 OC1967
 OC1967.The horizontal coordinates were established by classical geodetic methods
 OC1967.and adjusted by the National Geodetic Survey in March 1998..
 OC1967
 OC1967
 OC1967.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1967
 OC1967.The geoid height was determined by GEOID03.
 OC1967
 OC1967;                    North         East     Units Scale Factor Converg.
 OC1967;SPC ME W     -   103,257.517   887,222.987   MT  0.99996867   -0 06 35.1
 OC1967;UTM  19      - 4,846,367.940   393,318.750   MT  0.99973998   -0 55 00.4
 OC1967
 OC1967                          SUPERSEDED SURVEY CONTROL
 OC1967
 OC1967  NAD 83(1992)-  43 45 45.63568(N)    070 19 31.23511(W) AD(       ) 4
 OC1967  NAD 83(1986)-  43 45 45.64166(N)    070 19 31.24042(W) AD(       ) 4
 OC1967  NAD 27      -  43 45 45.35918(N)    070 19 33.05603(W) AD(       ) 3
 OC1967
 OC1967.Superseded values are not recommended for survey control.
 OC1967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1967.See file dsdata.txt to determine how the superseded data were derived.
 OC1967
 OC1967_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9331946368(NAD 83)
 OC1967_MARKER: 42 = RADIO/TV MAST
 OC1967
 OC1967  HISTORY     - Date     Condition        Report By
 OC1967  HISTORY     - 1975     FIRST OBSERVED   NGS
 OC1967
 OC1967                          STATION DESCRIPTION
 OC1967
 OC1967'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 OC1967'THE STATION, FALMOUTH TELEVISION MAST WCSH, IS THE RED LIGHT AT THE
 OC1967'TOP OF THE 320 FOOT 4 LEGGED TOWER BELONGING TO WCSH
 OC1967'TELEVISION.  THE STATION IS IN THE TOWN OF FALMOUTH ON THE
 OC1967'BLACKSTRAP ROAD ON TOP OF BLACKSTRAP MOUNTAIN 2.4 MILES FROM THE
 OC1967'JUNCTION OF BLACKSTRAP ROAD AND BOOK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2253 ***********************************************************************
 OC2253  DESIGNATION -  FALSE 1900
 OC2253  PID         -  OC2253
 OC2253  STATE/COUNTY-  ME/YORK
 OC2253  USGS QUAD   -  KITTERY (1989)
 OC2253
 OC2253                         *CURRENT SURVEY CONTROL
 OC2253  ___________________________________________________________________
 OC2253* NAD 83(1996)-  43 04 19.34866(N)    070 41 43.77151(W)     ADJUSTED  
 OC2253* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 OC2253  ___________________________________________________________________
 OC2253  LAPLACE CORR-           2.40  (seconds)                    DEFLEC99
 OC2253  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 OC2253
 OC2253  HORZ ORDER  -  THIRD
 OC2253
 OC2253.The horizontal coordinates were established by classical geodetic methods
 OC2253.and adjusted by the National Geodetic Survey in March 1998..
 OC2253
 OC2253.The orthometric height was scaled from a topographic map.
 OC2253
 OC2253.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2253
 OC2253.The geoid height was determined by GEOID03.
 OC2253
 OC2253;                    North         East     Units Scale Factor Converg.
 OC2253;SPC ME W     -    26,653.354   856,930.869   MT  0.99998948   -0 21 40.1
 OC2253;UTM  19      - 4,770,209.901   361,963.409   MT  0.99983440   -1 09 29.0
 OC2253
 OC2253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2253!SPC ME W     -   1.00000389  x   0.99998948  =   0.99999337
 OC2253!UTM  19      -   1.00000389  x   0.99983440  =   0.99983829
 OC2253
 OC2253:                Primary Azimuth Mark                     Grid Az
 OC2253:SPC ME W     -  POCAHONTAS HOTEL CUPOLA                  139 46 46.8
 OC2253:UTM  19      -  POCAHONTAS HOTEL CUPOLA                  140 34 35.7
 OC2253
 OC2253|---------------------------------------------------------------------|
 OC2253| PID    Reference Object                     Distance      Geod. Az  |
 OC2253|                                                           dddmmss.s |
 OC2253| OC2211 POCAHONTAS HOTEL CUPOLA             APPROX. 1.0 KM 1392506.7 |
 OC2253| OC2295 NEW CASTLE CHURCH SPIRE             APPROX. 1.7 KM 2665601.1 |
 OC2253| OC2241 FORT CONSTITUTION FLAGSTAFF         APPROX. 1.2 KM 2675536.9 |
 OC2253| OC2457 PORTSMOUTH CATHOLIC CH SPIRE        APPROX. 5.5 KM 2705738.5 |
 OC2253| OC2467 PORTSMOUTH ST JOHNS CH SPIRE        APPROX. 4.9 KM 2782404.2 |
 OC2253| OC2264 PORTSMOUTH NAV YD DERRICK FLAG      APPROX. 3.8 KM 2822831.7 |
 OC2253| OC2266 PORTSMOUTH NAV YD OFF BLDG FS       APPROX. 3.7 KM 2862449.2 |
 OC2253| OC2290 JAM TOPL SIG                        APPROX. 2.4 KM 2914210.4 |
 OC2253| OC2235 CHAMPERNOWNE HOTEL CUPOLA           APPROX. 1.6 KM 3014906.9 |
 OC2253| OC2298 KITTERY PT CONG CHURCH SPIRE        APPROX. 1.9 KM 3033120.9 |
 OC2253| OC2242 APEX                                APPROX. 1.6 KM 3135817.5 |
 OC2253| OC2247 PARKFIELD HOTEL CUPOLA              APPROX. 1.4 KM 3290050.8 |
 OC2253|---------------------------------------------------------------------|
 OC2253
 OC2253                          SUPERSEDED SURVEY CONTROL
 OC2253
 OC2253  NAD 83(1992)-  43 04 19.34771(N)    070 41 43.77169(W) AD(       ) 3
 OC2253  NAD 83(1986)-  43 04 19.35087(N)    070 41 43.77552(W) AD(       ) 3
 OC2253  NAD 27      -  43 04 19.02300(N)    070 41 45.60900(W) AD(       ) 3
 OC2253
 OC2253.Superseded values are not recommended for survey control.
 OC2253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2253.See file dsdata.txt to determine how the superseded data were derived.
 OC2253
 OC2253_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH6196370210(NAD 83)
 OC2253_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OC2253+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2005
 OC2253
 OC2253  HISTORY     - Date     Condition        Report By
 OC2253  HISTORY     - 1900     MONUMENTED       CGS
 OC2253  HISTORY     - 1928     SEE DESCRIPTION  CGS
 OC2253  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OC2253  HISTORY     - 20050607 GOOD             GEOCAC
 OC2253  HISTORY     - 20050607 GOOD             GEOCAC
 OC2253
 OC2253                          STATION DESCRIPTION
 OC2253
 OC2253'DESCRIBED BY COAST AND GEODETIC SURVEY 1900 (WBF)
 OC2253'STATION IS ON GERRISH ISLAND ON THE FIRST POINT N FROM BILLINGS
 OC2253'POINT ON THE INSIDE OR NORTHERN SIDE OF THE ISLAND, AND SOME
 OC2253'300 YARDS S OF THE WHITNEY COTTAGE, ON SOLID ROCK LEDGE.  THE
 OC2253'STATION IS MARKED BY A DRILL HOLE 1 INCH IN DIAMETER AND 1-1/2
 OC2253'INCHES DEEP.
 OC2253
 OC2253                          STATION RECOVERY (1928)
 OC2253
 OC2253'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928 (GCM)
 OC2253'STATION RECOVERED IN GOOD CONDITION.  CHANGE DESCRIPTION TO
 OC2253'READ AS FOLLOWS--ON THE SW COAST OF GERRISH ISLAND.  ON THE S
 OC2253'SIDE OF THE FIRST POINT SE OF THE MOST WESTERLY POINT OF THE
 OC2253'ISLAND AND ABOUT 10 METERS INSHORE FROM THE HIGH-WATER
 OC2253'LINE.  ON AN OUTCROP OF LEDGE ONE OF SEVERAL IN VICINITY.
 OC2253'
 OC2253'STATION IS MARKED BY A DRILL HOLE SURROUNDED BY A TRIANGLE CUT
 OC2253'IN THE ROCK AND COVERED BY A CAIRN.
 OC2253'
 OC2253'ABOUT 20 METERS DIRECTLY OFFSHORE IS A LARGE ROCK ABOUT 12
 OC2253'FEET HIGH WHICH IS COMPLETELY ISOLATED AT HIGH WATER.  THIS
 OC2253'ROCK HAS A DRILL HOLE NEAR THE TOP.
 OC2253
 OC2253                          STATION RECOVERY (1953)
 OC2253
 OC2253'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (PT)
 OC2253'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 OC2253'G.C.M. IN 1928 WITH THE FOLLOWING EXCEPTION--THE STATION IS
 OC2253'18 M. INSHORE FROM THE HIGH WATERLINE.
 OC2253
 OC2253                          STATION RECOVERY (2005)
 OC2253
 OC2253'RECOVERY NOTE BY GEOCACHING 2005 (DKA)
 OC2253'RECOVERED IN GOOD CONDITION.
 OC2253
 OC2253                          STATION RECOVERY (2005)
 OC2253
 OC2253'RECOVERY NOTE BY GEOCACHING 2005 (DKA)
 OC2253'MEASURED FROM THE HIGHWATER MARK 39 FEET USING THE DISCRIPTION AND THE
 OC2253'12 FOOT HIGH ROCK DIRECTLY OFFSHORE AND FOUND A PILE OF ROCKS THAT
 OC2253'USED TO BE A CAIRN. A FOOT AWAY I FOUND A DRILLHOLE ABOUT 1 INCH DEEP
 OC2253'WITH PART OF A TRIANGLE THERE. THE COORDINATES I TOOK ARE N 43.04.19.7
 OC2253'W 070.41.44.8.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0305 ***********************************************************************
 OB0305  DESIGNATION -  FALSE WHITE HEAD
 OB0305  PID         -  OB0305
 OB0305  STATE/COUNTY-  ME/KNOX
 OB0305  USGS QUAD   -  HEWETT ISLAND (1973)
 OB0305
 OB0305                         *CURRENT SURVEY CONTROL
 OB0305  ___________________________________________________________________
 OB0305* NAD 83(1996)-  43 59 53.46465(N)    069 06 42.91160(W)     ADJUSTED  
 OB0305* NAVD 88     -        24.     (meters)      79.     (feet)  SCALED    
 OB0305  ___________________________________________________________________
 OB0305  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 OB0305  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 OB0305
 OB0305  HORZ ORDER  -  SECOND
 OB0305
 OB0305.The horizontal coordinates were established by classical geodetic methods
 OB0305.and adjusted by the National Geodetic Survey in March 1998..
 OB0305
 OB0305.The orthometric height was scaled from a topographic map.
 OB0305
 OB0305.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0305
 OB0305.The geoid height was determined by GEOID03.
 OB0305
 OB0305;                    North         East     Units Scale Factor Converg.
 OB0305;SPC ME E     -    37,012.981   250,923.613   MT  0.99992961   -0 25 30.3
 OB0305;SPC ME W     -   129,952.567   984,597.159   MT  1.00005465   +0 43 57.7
 OB0305;UTM  19      - 4,871,677.299   491,026.649   MT  0.99960099   -0 04 39.9
 OB0305
 OB0305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0305!SPC ME E     -   1.00000021  x   0.99992961  =   0.99992982
 OB0305!SPC ME W     -   1.00000021  x   1.00005465  =   1.00005486
 OB0305!UTM  19      -   1.00000021  x   0.99960099  =   0.99960120
 OB0305
 OB0305:                Primary Azimuth Mark                     Grid Az
 OB0305:SPC ME E     -  NEAR POST HILL FLAG IN TREE              017 41 05.2
 OB0305:SPC ME W     -  NEAR POST HILL FLAG IN TREE              016 31 37.2
 OB0305:UTM  19      -  NEAR POST HILL FLAG IN TREE              017 20 14.8
 OB0305
 OB0305|---------------------------------------------------------------------|
 OB0305| PID    Reference Object                     Distance      Geod. Az  |
 OB0305|                                                           dddmmss.s |
 OB0305| PE2318 NEAR POST HILL FLAG IN TREE         APPROX.10.4 KM 0171534.9 |
 OB0305| PE2292 MONROE ISLAND FLAG IN TREE          APPROX.10.6 KM 0345326.2 |
 OB0305| PE2280 ASH POINT ISLAND FLAG IN TREE       APPROX. 5.8 KM 0352752.7 |
 OB0305| PE2306 GARDEN IS RED SPINDLE ON LEDGE      APPROX. 2.1 KM 0380207.2 |
 OB0305| PE2328 OTTER IS BLK SPINDLE ON LEDGE       APPROX. 3.9 KM 0395804.9 |
 OB0305| PE2317 OTTER ISLAND BEACON                 APPROX. 4.1 KM 0484631.9 |
 OB0305| PE2291 FISHERMAN ISLAND FLAG IN TREE       APPROX. 7.7 KM 0504113.8 |
 OB0305| PE2315 BEALES HOUSE CHIMNEY                APPROX. 3.5 KM 0642452.2 |
 OB0305| PE2309 HIGH ISLAND                         APPROX. 4.5 KM 0674609.6 |
 OB0305| PE2294 RACKLEYS IS FLAG IN TREE            APPROX. 5.1 KM 0840846.5 |
 OB0305| CE8140 FALSE WHITE HEAD RM 1                13.602 METERS 09201     |
 OB0305| OB0300 HEWETTS IS FLAG IN TREE             APPROX. 3.5 KM 0985911.0 |
 OB0305| OB0307 CROCKETTS CAPT HOUSE NE CHIM        APPROX. 3.2 KM 1073207.6 |
 OB0305| OB0306 PLEASANT IS FLAG IN TREE            APPROX. 2.3 KM 1375404.7 |
 OB0305| CE8141 FALSE WHITE HEAD RM 2                18.360 METERS 14441     |
 OB0305| CE8142 FALSE WHITE HEAD RM SE                5.245 METERS 17751     |
 OB0305| OB0296 YELLOW LEDGE SPINDLE                APPROX. 2.0 KM 1852323.3 |
 OB0305| OB0319 TENANTS HARBOR LH                   APPROX. 7.2 KM 2345327.4 |
 OB0305| OB0304 LARGE HOUSE NORTH CHIMNEY           402.667 METERS 2542947.0 |
 OB0305| PE2360 FOGG HILL 1 FLAG IN TREE            APPROX. 2.3 KM 2974355.2 |
 OB0305| PE2356 FOGG HILL 2 FLAG IN TREE            APPROX. 2.1 KM 2995830.2 |
 OB0305| PE2361 HARRINGTON HILL FLAG IN TREE        APPROX. 3.9 KM 3280911.3 |
 OB0305| PE2325 THORNDIKE HILL FLAG IN TREE         APPROX. 3.6 KM 3540912.3 |
 OB0305|---------------------------------------------------------------------|
 OB0305
 OB0305                          SUPERSEDED SURVEY CONTROL
 OB0305
 OB0305  NAD 83(1992)-  43 59 53.46921(N)    069 06 42.89111(W) AD(       ) 2
 OB0305  NAD 83(1986)-  43 59 53.47328(N)    069 06 42.89801(W) AD(       ) 2
 OB0305  NAD 27      -  43 59 53.18300(N)    069 06 44.74500(W) AD(       ) 2
 OB0305
 OB0305.Superseded values are not recommended for survey control.
 OB0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0305.See file dsdata.txt to determine how the superseded data were derived.
 OB0305
 OB0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ9102771677(NAD 83)
 OB0305
 OB0305  HISTORY     - Date     Condition        Report By
 OB0305  HISTORY     - 1859     MONUMENTED       CGS
 OB0305  HISTORY     - 1911     SEE DESCRIPTION  CGS
 OB0305  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0305  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OB0305  HISTORY     - 1974     SEE DESCRIPTION  NGS
 OB0305
 OB0305                          STATION DESCRIPTION
 OB0305
 OB0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1911
 OB0305'ON THE HIGHEST PART OF THE NE END OF SPRUCE HEAD ISLAND, WHICH
 OB0305'LIES ON THE W SIDE OF MUSCLE RIDGE CHANNEL AND NEAR ELWELL POINT,
 OB0305'AND ABOUT A MILE NE OF WHITEHEAD ISLAND.  IT IS ALSO ABOUT
 OB0305'4-1/2 MILES E BY N OF TENANTS HARBOR.  THE STATION IS ABOUT
 OB0305'1-1/2 MILES NE OF THE LIGHTHOUSE ON WHITEHEAD ISLAND AND IS
 OB0305'MARKED BY A COPPER BOLT SET IN A HOLE IN THE ROCK.  TWO
 OB0305'REFERENCE MARKS, 3/4-INCH DRILLED HOLES FILLED WITH LEAD, ARE
 OB0305'PLACED, RESPECTIVELY 5.27 METERS S BY E AND 15.74 METERS
 OB0305'SW FROM THE STATION.
 OB0305
 OB0305                          STATION RECOVERY (1934)
 OB0305
 OB0305'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0305'STATION IS ON THE HIGHEST POINT OF THE SE PORTION OF SPRUCE
 OB0305'HEAD ISLAND, ABOUT 1 MILE SW OF ELWELL POINT, 1-1/2 MILES NNW OF
 OB0305'WHITEHEAD ISLAND LIGHTHOUSE AND 7-1/2 MILES DUE S OF ROCKLAND.  THE
 OB0305'STATION IS MARKED BY A COPPER BOLT SET IN A HOLE IN THE ROCK, IS
 OB0305'ON PROPERTY OWNED BY MR. P.T. WARE, WHO HAS A HOME ABOUT 1/4
 OB0305'MILE ENE.
 OB0305'
 OB0305'IT IS ON THE HIGHEST POINT OF A BARE LEDGE, SURROUNDED BY TREES
 OB0305'AND 30 FEET N OF A LOW PLACE IN THE GENERAL LEDGE.  THREE
 OB0305'IRON BOLTS WHICH HOLD THE TRIPOD FORM A TRIANGLE AROUND THE
 OB0305'STATION MARK.
 OB0305'
 OB0305'TWO OLD REFERENCE MARK, 3/4-INCH DRILL HOLES FILLED WITH
 OB0305'LEAD, WERE RECOVERED AS DESCRIBED.  TWO NEW REFERENCE MARKS,
 OB0305'NO. 1 AND NO. 2, STANDARD BRONZE DISKS WEDGED IN DRILL HOLES IN
 OB0305'THE OUTCROPPING BEDROCK, WERE ESTABLISHED.  REFERENCE MARK
 OB0305'NO. 1 IS ON THE E SLOPE OF THE SAME LEDGE AS THE
 OB0305'STATION.  REFERENCE MARK NO. 2 IS S OF THE STATION ACROSS THE
 OB0305'LOW PLACE IN THE LEDGE NEAR THE SW CORNER OF THE FIRST LEDGE S
 OB0305'OF THE LOW PLACE.
 OB0305'
 OB0305'TO REACH FROM SPRUCE HEAD POST OFFICE, TAKE THE DIRT ROAD
 OB0305'LEADING SE TO SPRUCE HEAD ISLAND.  CONTINUE PAST THE ROCKLEDGE
 OB0305'INN ABOUT 1/2 MILE TO MR. WARES HOME ON THE SHORE.  FROM HERE
 OB0305'FOLLOW BLAZED TRAIL SW TO THE TOP OF THE HILL AND STATION.
 OB0305'
 OB0305'A 40-FOOT TOWER WAS ERECTED OVER THE STATION.
 OB0305
 OB0305                          STATION RECOVERY (1953)
 OB0305
 OB0305'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (PT)
 OB0305'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 OB0305'CONDITION.  THE PUBLISHED DESCRIPTION IS ADEQUATE AND CORRECT
 OB0305'WITH THE FOLLOWING ADDITIONS--
 OB0305'
 OB0305'FROM HOUSE ON SHORE FOLLOW A POWERLINE UP A HILL TO A POINT
 OB0305'BETWEEN POLES 114 AND 113, TURN S AND FOLLOW AN OLD TRAIL TO THE
 OB0305'TOP OF THE HILL AND THE STATION SITE.  THE HOUSE IS NOW OWNED
 OB0305'BY A MR. NESSON.
 OB0305'
 OB0305'THE REFERENCE MARKS ARE STAMPED FALSE WHITE HEAD NO 1 1859
 OB0305'1934 AND FALSE WHITE HEAD NO 2 1859 1934.
 OB0305
 OB0305                          STATION RECOVERY (1974)
 OB0305
 OB0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JWB)
 OB0305'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 OB0305'
 OB0305'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OB0305'ON THE HIGHEST PART OF THE NORTHEAST END OF SPRUCE HEAD ISLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2139 ***********************************************************************
 OC2139  DESIGNATION -  FARKLE
 OC2139  PID         -  OC2139
 OC2139  STATE/COUNTY-  ME/YORK
 OC2139  USGS QUAD   -  ALFRED (1983)
 OC2139
 OC2139                         *CURRENT SURVEY CONTROL
 OC2139  ___________________________________________________________________
 OC2139* NAD 83(1996)-  43 23 05.45163(N)    070 44 23.76827(W)     ADJUSTED  
 OC2139* NAVD 88     -        73.2    (meters)     240.     (feet)  VERTCON   
 OC2139  ___________________________________________________________________
 OC2139  X           -   1,531,432.373 (meters)                     COMP
 OC2139  Y           -  -4,382,875.236 (meters)                     COMP
 OC2139  Z           -   4,358,704.796 (meters)                     COMP
 OC2139  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 OC2139  ELLIP HEIGHT-          46.60  (meters)          (05/14/98) GPS OBS
 OC2139  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 OC2139
 OC2139  HORZ ORDER  -  SECOND
 OC2139  ELLP ORDER  -  FOURTH    CLASS I
 OC2139
 OC2139.The horizontal coordinates were established by classical geodetic methods
 OC2139.and adjusted by the National Geodetic Survey in March 1998..
 OC2139
 OC2139.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2139
 OC2139.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OC2139
 OC2139.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2139
 OC2139.The ellipsoidal height was determined by GPS observations
 OC2139.and is referenced to NAD 83.
 OC2139
 OC2139.The geoid height was determined by GEOID03.
 OC2139
 OC2139;                    North         East     Units Scale Factor Converg.
 OC2139;SPC ME W     -    61,427.991   853,549.394   MT  0.99999320   -0 23 37.6
 OC2139;UTM  19      - 4,805,023.031   359,067.773   MT  0.99984432   -1 11 43.3
 OC2139
 OC2139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2139!SPC ME W     -   0.99999269  x   0.99999320  =   0.99998589
 OC2139!UTM  19      -   0.99999269  x   0.99984432  =   0.99983701
 OC2139
 OC2139|---------------------------------------------------------------------|
 OC2139| PID    Reference Object                     Distance      Geod. Az  |
 OC2139|                                                           dddmmss.s |
 OC2139| CE8144 FARKLE RM 1                          16.948 METERS 01303     |
 OC2139| OC2138 FARKLE A PT                          19.033 METERS 04330     |
 OC2139| CE8145 FARKLE RM 2                          19.332 METERS 18457     |
 OC2139| OC2141 FARKLE AZ MK A PT                   388.275 METERS 35808     |
 OC2139| OC2140 FARKLE AZ MK                        393.979 METERS 35922     |
 OC2139|---------------------------------------------------------------------|
 OC2139
 OC2139                          SUPERSEDED SURVEY CONTROL
 OC2139
 OC2139  ELLIP H (03/06/98)   46.57   (m)                       GP(       ) 4 1
 OC2139  NAD 83(1992)-  43 23 05.44941(N)    070 44 23.77038(W) AD(       ) 2
 OC2139  ELLIP H (01/28/95)   46.59   (m)                       GP(       ) 4 2
 OC2139  NAD 83(1986)-  43 23 05.45693(N)    070 44 23.77700(W) AD(       ) 2
 OC2139  NAD 27      -  43 23 05.15632(N)    070 44 25.57243(W) AD(       ) 2
 OC2139  NGVD 29 (07/19/86)   73.4    (m)          241.     (f) VERT ANG       
 OC2139
 OC2139.Superseded values are not recommended for survey control.
 OC2139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2139.See file dsdata.txt to determine how the superseded data were derived.
 OC2139
 OC2139_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ5906805023(NAD 83)
 OC2139_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OC2139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC2139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OC2139_MAGNETIC: N = NO MAGNETIC MATERIAL
 OC2139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC2139+STABILITY: SURFACE MOTION
 OC2139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OC2139+SATELLITE: SATELLITE OBSERVATIONS - 1986
 OC2139
 OC2139  HISTORY     - Date     Condition        Report By
 OC2139  HISTORY     - 1976     MONUMENTED       NGS
 OC2139  HISTORY     - 1985     GOOD             NGS
 OC2139  HISTORY     - 1986     GOOD             NGS
 OC2139
 OC2139                          STATION DESCRIPTION
 OC2139
 OC2139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2139'THE STATION IS LOCATED 4.25 MILES SOUTH-SOUTHEAST OF THE
 OC2139'TOWN OF SANFORD, 1.5 MILES SOUTHWEST OF THE SANFORD AIRPORT
 OC2139'AND 5.75 MILES NORTH OF THE TOWN OF NORTH BERWICK.
 OC2139'
 OC2139'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES
 OC2139'4, 4 A AND 109 IN SOUTH SANFORD, GO SOUTHERLY ON STATE ROUTE
 OC2139'4 FOR 1.35 MILES TO THE JUNCTION OF A SIDE ROAD RIGHT, (SAND
 OC2139'POND ROAD). CONTINUE SOUTHERLY ON STATE ROUTE 4 FOR 0.4 MILE
 OC2139'TO THE STATION ON THE LEFT AS DESCRIBED.
 OC2139'
 OC2139'THE STATION MARK IS A STANDARD DISK STAMPED--FARKLE 1976--,
 OC2139'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OC2139'FLUSH WITH THE GROUND.  THE UNDERGROUND STATION MARK IS A
 OC2139'STANDARD DISK STAMPED--FARKLE 1976--SET IN AN IRREGULAR
 OC2139'MASS OF CONCRETE ABOUT 48 INCHES BELOW THE GROUND.  IT IS
 OC2139'3.8 FEET WEST-NORTHWEST OF A METAL WITNESS POST,  57.0 FEET
 OC2139'EAST-SOUTHEAST OF THE CENTERLINE OF STATE ROUTE 4 AND 64.0
 OC2139'FEET WEST-NORTHWEST OF THE WOODS LINE.
 OC2139'
 OC2139'REFERENCE MARK 1 IS A STANDARD DISK STAMPED--FARKLE NO 1 1976--,
 OC2139'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT AND
 OC2139'IT IS FLUSH WITH GROUND.  IT IS 4.2 FEET WEST-NORTHWEST OF A
 OC2139'METAL WITNESS POST, 66 FEET EAST-SOUTHEAST OF THE CENTERLINE OF
 OC2139'STATE ROUTE 4, 49 FEET  WEST OF POWER POLE NUMBER 76 AND 53 FEET
 OC2139'WEST-NORTHWEST OF THE WOODS LINE.
 OC2139'
 OC2139'REFERENCE MARK 2 IS A STANDARD DISK STAMPED--FARKLE NO 2 1976--,
 OC2139'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT AND
 OC2139'IT IS FLUSH WITH THE GROUND. IT IS 3.8 FEET WEST-NORTHWEST OF A METAL
 OC2139'WITNESS POST, 55.5 FEET EAST-SOUTHEAST OF THE CENTERLINE OF
 OC2139'STATE ROUTE 4 AND 54 FEET WEST-NORTHWEST OF THE WOODS LINE.
 OC2139'
 OC2139'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK
 OC2139'STAMPED--FARKLE AZ 1976--SET IN THE TOP OF A 12-INCH
 OC2139'CYLINDRICAL CONCRETE MONUMENT AND IT PROJECTS 4 INCHES.
 OC2139'IT IS 3.5 FEET EAST-SOUTHEAST OF A METAL WITNESS POST,
 OC2139'39.5 FEET WEST OF THE CENTERLINE OF STATE ROUTE 4 AND 18.5
 OC2139'FEET EAST-SOUTHEAST OF AN 8-INCH PINE TREE.
 OC2139'
 OC2139'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHERLY ON
 OC2139'STATE ROUTE 4 FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT
 OC2139'AS DESCRIBED.
 OC2139
 OC2139                          STATION RECOVERY (1985)
 OC2139
 OC2139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (MRM)
 OC2139'THE STATION WAS RECOVERED AT THIS DATE.
 OC2139'REFERENCE MARKS AND AZIMUTH MARK WERE NOT SEARCHED FOR AT THIS DATE.
 OC2139'
 OC2139'THE STATION IS LOCATED ABOUT 6.8 KM (4.25 MI)
 OC2139'SOUTH-SOUTHEAST OF SANFORD, ON A SLOPED BANK NEAR THE ROAD
 OC2139'RIGHT-OF-WAY.
 OC2139'OWNERSHIP--UNKNOWN.
 OC2139'
 OC2139'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 4 AND 109
 OC2139'WHICH IS ABOUT 4.0 KM (2.5 MI) SOUTHEAST OF SANFORD, GO SOUTHERLY
 OC2139'FOR 2.6 KM (1.6 MI) ON HIGHWAY 4 TO A PAVED ROAD RIGHT AT BOTTOM OF
 OC2139'A ROAD DIP.  CONTINUE AHEAD FOR 0.3 KM (0.2 MI) TO THE STATION ON
 OC2139'THE LEFT.
 OC2139'
 OC2139'THE STATION IS A STANDARD NGS DISK
 OC2139'STAMPED---FARKLE 1976---,
 OC2139'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 OC2139'30 CM IN DIAMETER RECESSED 5 CM BELOW GROUND.  LOCATED
 OC2139'69.1 METERS (226.7 FT) NORTH FROM BRACED UTILITY POLE NUMBER 39,
 OC2139'57.3 METERS (188 FT) SOUTH FROM THE APPROXIMATE CENTER OF A GRAVEL
 OC2139'DRIVE,
 OC2139'28.0 METERS (92 FT) SOUTHWEST FROM UTILITY POLE NUMBER 38,
 OC2139'17.3 METERS (56.8 FT) EAST FROM THE APPROXIMATE CENTER OF THE
 OC2139'HIGHWAY,
 OC2139'1.1 METERS (3.6 FT) WEST FROM A METAL WITNESS POST AND
 OC2139'ABOUT 1 METER (3.3 FT) HIGHER THAN THE HIGHWAY.  NOTE, THE 1976
 OC2139'DESCRIPTION INDICATES AN UNDERGROUND MARK.
 OC2139'
 OC2139'FAA AIRPORT SURVEYS, MAINE, OCTOBER-NOVEMBER 1985.
 OC2139'
 OC2139'THIS STATION SUITABLE FOR GPS SURVEYS.
 OC2139'
 OC2139'DESCRIBED BY G.R. HEID.
 OC2139
 OC2139                          STATION RECOVERY (1986)
 OC2139
 OC2139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (REP)
 OC2139'THE STATION WAS RECOVERED ON THIS DATE,
 OC2139'BASICALLY AS DESCRIBED IN 1976.
 OC2139'
 OC2139'THE STATION IS LOCATED ABOUT 8.6 KM (5.5 MI)
 OC2139'NORTH OF NORTH BERWICK, 6.1 KM (3.8 MI) SOUTHEAST OF SANFORD,
 OC2139'2.9 KM (1.8 MI) SOUTH OF SOUTH SANFORD AND IS ON A SLOPED BANK NEAR
 OC2139'THE ROAD RIGHT-OF-WAY.
 OC2139'OWNERSHIP--UNKNOWN.
 OC2139'
 OC2139'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 4 AND 109,
 OC2139'WHICH IS ABOUT 4.0 KM (2.5 MI) SOUTHEAST OF SANFORD.  GO SOUTHERLY ON
 OC2139'HIGHWAY 4 FOR 2.6 KM (1.6 MI) TO A PAVED ROAD RIGHT AT BOTTOM OF A
 OC2139'ROAD DIP, CONTINUE AHEAD FOR 0.5 KM (0.3 MI) TO THE STATION ON THE
 OC2139'LEFT.
 OC2139'
 OC2139'THE STATION IS A STANDARD NGS DISK
 OC2139'STAMPED---FARKLE 1976---,
 OC2139'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 OC2139'30 CM IN DIAMETER RECESSED 5 CM BELOW GROUND.  LOCATED
 OC2139'69.1 METERS (226.7 FT) NORTH FROM A BRACED UTILITY POLE NUMBER 39,
 OC2139'57.3 METERS (188.0 FT) SOUTH FROM THE CENTER OF A GRAVEL DRIVE,
 OC2139'28.0 METERS (91.9 FT) SOUTHWEST FROM A UTILITY POLE NUMBER 38,
 OC2139'17.3 METERS (56.8 FT) EAST FROM THE CENTER OF THE HIGHWAY,
 OC2139'1.1 METERS (3.6 FT) WEST FROM A METAL WITNESS POST AND ABOUT 1.0
 OC2139'METER (3.3 FT) ABOVE THE HIGHWAY.
 OC2139'THE UNDERGROUND MARK WAS NOT SEARCHED FOR AT THIS.
 OC2139'
 OC2139'FAA AIRPORT SURVEYS, NEW ENGLAND, SEPTEMBER-OCTOBER 1986.
 OC2139'
 OC2139'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 OC2139'
 OC2139'DESCRIBED BY G.R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ2707 ***********************************************************************
 AJ2707  CBN         -  This is a Cooperative Base Network Control Station.
 AJ2707  DESIGNATION -  FARM
 AJ2707  PID         -  AJ2707
 AJ2707  STATE/COUNTY-  ME/FRANKLIN
 AJ2707  USGS QUAD   -  NEW SHARON (1968)
 AJ2707
 AJ2707                         *CURRENT SURVEY CONTROL
 AJ2707  ___________________________________________________________________
 AJ2707* NAD 83(1996)-  44 38 39.26512(N)    070 06 48.46981(W)     ADJUSTED  
 AJ2707* NAVD 88     -       117.1    (meters)     384.     (feet)  GPS OBS   
 AJ2707  ___________________________________________________________________
 AJ2707  X           -   1,546,199.033 (meters)                     COMP
 AJ2707  Y           -  -4,274,465.773 (meters)                     COMP
 AJ2707  Z           -   4,459,370.272 (meters)                     COMP
 AJ2707  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 AJ2707  ELLIP HEIGHT-          90.96  (meters)          (04/26/01) GPS OBS
 AJ2707  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 AJ2707
 AJ2707  HORZ ORDER  -  A
 AJ2707  ELLP ORDER  -  FOURTH    CLASS I
 AJ2707
 AJ2707.The horizontal coordinates were established by GPS observations
 AJ2707.and adjusted by the National Geodetic Survey in April 2001..
 AJ2707
 AJ2707.The orthometric height was determined by GPS observations and a
 AJ2707.high-resolution geoid model.
 AJ2707
 AJ2707.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2707
 AJ2707.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2707
 AJ2707.The ellipsoidal height was determined by GPS observations
 AJ2707.and is referenced to NAD 83.
 AJ2707
 AJ2707.The geoid height was determined by GEOID03.
 AJ2707
 AJ2707;                    North         East     Units Scale Factor Converg.
 AJ2707;SPC ME W     -   201,199.380   904,220.612   MT  0.99996689   +0 02 14.6
 AJ2707;UTM  19      - 4,944,034.193   411,700.571   MT  0.99969588   -0 46 56.9
 AJ2707
 AJ2707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2707!SPC ME W     -   0.99998574  x   0.99996689  =   0.99995263
 AJ2707!UTM  19      -   0.99998574  x   0.99969588  =   0.99968162
 AJ2707
 AJ2707                          SUPERSEDED SURVEY CONTROL
 AJ2707
 AJ2707.No superseded survey control is available for this station.
 AJ2707
 AJ2707_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK1170144034(NAD 83)
 AJ2707_MARKER: DD = SURVEY DISK
 AJ2707_SETTING: 66 = SET IN ROCK OUTCROP
 AJ2707_STAMPING: FARM 8 13 69
 AJ2707_MARK LOGO: MEDT  
 AJ2707_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2707_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ2707+STABILITY: POSITION/ELEVATION WELL
 AJ2707_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2707+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2000
 AJ2707
 AJ2707  HISTORY     - Date     Condition        Report By
 AJ2707  HISTORY     - 1969     MONUMENTED       MEDT
 AJ2707  HISTORY     - 20001011 GOOD             MEDT
 AJ2707
 AJ2707                          STATION DESCRIPTION
 AJ2707
 AJ2707'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 2000 (TL)
 AJ2707'THE STATION IS LOCATED ABOUT 2.5 MI (4.0 KM) EAST OF FARMINGTON.  TO
 AJ2707'REACH FROM THE US HIGHWAY 2 BRIDGE OVER THE SANDY RIVER, GO EAST FOR
 AJ2707'2.4 MI (3.9 KM) ON US HIGHWAY 2 TO THE STATION ON THE RIGHT.  THE
 AJ2707'STATION IS SET IN A ROCK OUTCROP PROJECTING 25 CM ABOVE GROUND.
 AJ2707'LOCATED 129.1 FT (39.3 M) SOUTH-SOUTHEAST OF UTILITY POLE NUMBER CMP
 AJ2707'7-1, 41.85 FT (12.76 M) WEST-SOUTHWEST OF THE CENTERLINE OF HIGHWAY 2
 AJ2707'AND 27.1 FT (8.3 M) NORTHEAST OF A 6-INCH LOCUST TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2349 ***********************************************************************
 PE2349  DESIGNATION -  FARM HOUSE CENTER OF CHIMNEY
 PE2349  PID         -  PE2349
 PE2349  STATE/COUNTY-  ME/KNOX
 PE2349  USGS QUAD   -  THOMASTON (1973)
 PE2349
 PE2349                         *CURRENT SURVEY CONTROL
 PE2349  ___________________________________________________________________
 PE2349* NAD 83(1996)-  44 03 53.48584(N)    069 09 39.11492(W)     ADJUSTED  
 PE2349* NAVD 88     -                                                        
 PE2349  ___________________________________________________________________
 PE2349  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 PE2349  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 PE2349
 PE2349  HORZ ORDER  -  THIRD
 PE2349
 PE2349.The horizontal coordinates were established by classical geodetic methods
 PE2349.and adjusted by the National Geodetic Survey in March 1998..
 PE2349
 PE2349
 PE2349.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2349
 PE2349.The geoid height was determined by GEOID03.
 PE2349
 PE2349;                    North         East     Units Scale Factor Converg.
 PE2349;SPC ME E     -    44,450.724   247,057.543   MT  0.99993446   -0 27 34.6
 PE2349;SPC ME W     -   137,311.498   980,581.028   MT  1.00004650   +0 41 58.4
 PE2349;UTM  19      - 4,879,089.004   487,116.828   MT  0.99960204   -0 06 42.8
 PE2349
 PE2349                          SUPERSEDED SURVEY CONTROL
 PE2349
 PE2349  NAD 83(1992)-  44 03 53.49127(N)    069 09 39.09526(W) AD(       ) 4
 PE2349  NAD 83(1986)-  44 03 53.49523(N)    069 09 39.10202(W) AD(       ) 4
 PE2349  NAD 27      -  44 03 53.21000(N)    069 09 40.95000(W) AD(       ) 3
 PE2349
 PE2349.Superseded values are not recommended for survey control.
 PE2349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2349.See file dsdata.txt to determine how the superseded data were derived.
 PE2349
 PE2349_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ8711779089(NAD 83)
 PE2349
 PE2349  HISTORY     - Date     Condition        Report By
 PE2349  HISTORY     - UNK      MONUMENTED
 PE2349  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2349  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2349
 PE2349                          STATION DESCRIPTION
 PE2349
 PE2349'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2349'THIS STATION IS LOST.
 PE2349
 PE2349                          STATION RECOVERY (1943)
 PE2349
 PE2349'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2349'LISTED AS LOST IN 1934.  VERIFIED IN 1943.  A SITE WAS FOUND IN
 PE2349'THIS VICINITY WHERE A HOUSE HAD BURNED ABOUT 40 YEARS AGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2427 ***********************************************************************
 PE2427  DESIGNATION -  FARMINGDALE RAD STA WABK MAST
 PE2427  PID         -  PE2427
 PE2427  STATE/COUNTY-  ME/KENNEBEC
 PE2427  USGS QUAD   -  GARDINER (1991)
 PE2427
 PE2427                         *CURRENT SURVEY CONTROL
 PE2427  ___________________________________________________________________
 PE2427* NAD 83(1996)-  44 14 56.18546(N)    069 48 47.67083(W)     ADJUSTED  
 PE2427* NAVD 88     -                                                        
 PE2427  ___________________________________________________________________
 PE2427  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 PE2427  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 PE2427
 PE2427  HORZ ORDER  -  THIRD
 PE2427
 PE2427.The horizontal coordinates were established by classical geodetic methods
 PE2427.and adjusted by the National Geodetic Survey in March 1998..
 PE2427
 PE2427
 PE2427.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2427
 PE2427.The geoid height was determined by GEOID03.
 PE2427
 PE2427;                    North         East     Units Scale Factor Converg.
 PE2427;SPC ME W     -   157,334.108   928,227.127   MT  0.99997646   +0 14 47.8
 PE2427;UTM  19      - 4,899,844.244   435,072.228   MT  0.99965184   -0 34 02.9
 PE2427
 PE2427                          SUPERSEDED SURVEY CONTROL
 PE2427
 PE2427  NAD 83(1992)-  44 14 56.18429(N)    069 48 47.66938(W) AD(       ) 4
 PE2427  NAD 83(1986)-  44 14 56.18955(N)    069 48 47.67441(W) AD(       ) 4
 PE2427  NAD 27      -  44 14 55.95054(N)    069 48 49.50655(W) AD(       ) 3
 PE2427
 PE2427.Superseded values are not recommended for survey control.
 PE2427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2427.See file dsdata.txt to determine how the superseded data were derived.
 PE2427
 PE2427_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3507299844(NAD 83)
 PE2427_MARKER: 42 = RADIO/TV MAST
 PE2427
 PE2427  HISTORY     - Date     Condition        Report By
 PE2427  HISTORY     - 1974     FIRST OBSERVED   NGS
 PE2427
 PE2427                          STATION DESCRIPTION
 PE2427
 PE2427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (RCA)
 PE2427'THE STATION, FARMINGDALE RADIO MAST WABK, IS THE LIGHT ATOP THE
 PE2427'MIDDLE 210 FOOT 3 LEGGED TUBULAR STEEL MAST LOCATED 1000 FEET
 PE2427'NORTH OF WABK RADIO STUDIO BUILDING WHICH IS 0.4 MILES WEST OF
 PE2427'MAINE TURNPIKE OVERPASS ON THE NORTHERN SIDE OF NORTHERN AVE, IN
 PE2427'THE TOWN OF FARMINGDALE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0059 ***********************************************************************
 PF0059  DESIGNATION -  FARMINGTON
 PF0059  PID         -  PF0059
 PF0059  STATE/COUNTY-  ME/FRANKLIN
 PF0059  USGS QUAD   -  FARMINGTON (1968)
 PF0059
 PF0059                         *CURRENT SURVEY CONTROL
 PF0059  ___________________________________________________________________
 PF0059* NAD 83(1986)-  44 40 11.     (N)    070 09 04.     (W)     SCALED    
 PF0059* NAVD 88     -       129.422  (meters)     424.61   (feet)  ADJUSTED  
 PF0059  ___________________________________________________________________
 PF0059  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 PF0059  DYNAMIC HT  -         129.411 (meters)     424.58  (feet)  COMP
 PF0059  MODELED GRAV-     980,532.6   (mgal)                       NAVD 88
 PF0059
 PF0059  VERT ORDER  -  SECOND    CLASS 0
 PF0059
 PF0059.The horizontal coordinates were scaled from a topographic map and have
 PF0059.an estimated accuracy of +/- 6 seconds.
 PF0059
 PF0059.The orthometric height was determined by differential leveling
 PF0059.and adjusted by the National Geodetic Survey in June 1991..
 PF0059
 PF0059.The geoid height was determined by GEOID03.
 PF0059
 PF0059.The dynamic height is computed by dividing the NAVD 88
 PF0059.geopotential number by the normal gravity value computed on the
 PF0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0059.degrees latitude (g = 980.6199 gals.).
 PF0059
 PF0059.The modeled gravity was interpolated from observed gravity values.
 PF0059
 PF0059;                    North         East    Units  Estimated Accuracy
 PF0059;SPC ME W     -   204,030.      901,230.      MT  (+/- 180 meters Scaled)
 PF0059
 PF0059                          SUPERSEDED SURVEY CONTROL
 PF0059
 PF0059  NGVD 29 (??/??/92)  129.564  (m)          425.08   (f) ADJ UNCH    2 0
 PF0059
 PF0059.Superseded values are not recommended for survey control.
 PF0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0059.See file dsdata.txt to determine how the superseded data were derived.
 PF0059
 PF0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK087469(NAD 83)
 PF0059_MARKER: DD = SURVEY DISK
 PF0059_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PF0059_SP_SET: BUILDING
 PF0059_STAMPING: FARMINGTON 1935
 PF0059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0059
 PF0059  HISTORY     - Date     Condition        Report By
 PF0059  HISTORY     - 1935     MONUMENTED       FSNSCH
 PF0059  HISTORY     - 1935     GOOD             NGS
 PF0059  HISTORY     - 20030906 GOOD             USPSQD
 PF0059
 PF0059                          STATION DESCRIPTION
 PF0059
 PF0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PF0059'AT FARMINGTON.
 PF0059'AT FARMINGTON, FRANKLIN COUNTY, AT THE STATE NORMAL SCHOOL,
 PF0059'BETWEEN THE COLUMN AND PILASTER AT THE EAST END OF THE NORTH
 PF0059'GYMNASIUM ENTRANCE AND IN THE TOP OF THE CONCRETE FLOOR.
 PF0059
 PF0059                          STATION RECOVERY (2003)
 PF0059
 PF0059'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 PF0059'MARK FOUND GOOD. BUILDING IS AT 115 ACADEMY ST. AND IS NOW THE ALUMNI
 PF0059'THEATER ON THE UNIVERSITY OF MAINE AT FARMINGTON CAMPUS, NOT A
 PF0059'GYMNASIUM. BUILDING IS NORTH OF SOUTH ST., SOUTH OF ACADEMY ST., EAST
 PF0059'OF MAIN ST., AND WEST OF HIGH ST.  SITE OF THE MARK ON THE BUILDING IS
 PF0059'AS DESCRIBED IN THE 1935 DESCRIPTION BETWEEN THE COLUMN AND PILASTER
 PF0059'AT THE EAST END OF THE NORTH ENTRANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1035 ***********************************************************************
 PF1035  DESIGNATION -  FARMINGTON 1866
 PF1035  PID         -  PF1035
 PF1035  STATE/COUNTY-  ME/FRANKLIN
 PF1035  USGS QUAD   -  FARMINGTON (1968)
 PF1035
 PF1035                         *CURRENT SURVEY CONTROL
 PF1035  ___________________________________________________________________
 PF1035* NAD 83(1996)-  44 40 14.87065(N)    070 09 48.29284(W)     ADJUSTED  
 PF1035* NAVD 88     -       177.     (meters)     581.     (feet)  SCALED    
 PF1035  ___________________________________________________________________
 PF1035  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 PF1035  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 PF1035
 PF1035  HORZ ORDER  -  SECOND
 PF1035
 PF1035.The horizontal coordinates were established by classical geodetic methods
 PF1035.and adjusted by the National Geodetic Survey in March 1998..
 PF1035
 PF1035.The orthometric height was scaled from a topographic map.
 PF1035
 PF1035.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1035
 PF1035.The geoid height was determined by GEOID03.
 PF1035
 PF1035;                    North         East     Units Scale Factor Converg.
 PF1035;SPC ME W     -   204,149.068   900,257.864   MT  0.99996667   +0 00 08.2
 PF1035;UTM  19      - 4,947,039.495   407,781.491   MT  0.99970458   -0 49 04.7
 PF1035
 PF1035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1035!SPC ME W     -   0.99997636  x   0.99996667  =   0.99994303
 PF1035!UTM  19      -   0.99997636  x   0.99970458  =   0.99968095
 PF1035
 PF1035:                Primary Azimuth Mark                     Grid Az
 PF1035:SPC ME W     -  MT BLUE                                  294 16 13.2
 PF1035:UTM  19      -  MT BLUE                                  295 05 26.1
 PF1035
 PF1035|---------------------------------------------------------------------|
 PF1035| PID    Reference Object                     Distance      Geod. Az  |
 PF1035|                                                           dddmmss.s |
 PF1035| PF1037 MT BLUE                             APPROX.15.5 KM 2941621.4 |
 PF1035|---------------------------------------------------------------------|
 PF1035
 PF1035                          SUPERSEDED SURVEY CONTROL
 PF1035
 PF1035  NAD 83(1992)-  44 40 14.87086(N)    070 09 48.29021(W) AD(       ) 2
 PF1035  NAD 83(1986)-  44 40 14.87558(N)    070 09 48.29389(W) AD(       ) 2
 PF1035  NAD 27      -  44 40 14.66000(N)    070 09 50.06000(W) AD(       ) 2
 PF1035
 PF1035.Superseded values are not recommended for survey control.
 PF1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1035.See file dsdata.txt to determine how the superseded data were derived.
 PF1035
 PF1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK0778147039(NAD 83)
 PF1035
 PF1035  HISTORY     - Date     Condition        Report By
 PF1035  HISTORY     - 1866     MONUMENTED       CGS
 PF1035  HISTORY     - 1935     SEE DESCRIPTION  MEGS
 PF1035
 PF1035                          STATION DESCRIPTION
 PF1035
 PF1035'DESCRIBED BY COAST AND GEODETIC SURVEY 1866 (COB)
 PF1035'ON A LEDGE OF ROCKS ON THE RIGHT BANK OF THE SANDY RIVER, DIRECTLY
 PF1035'OPPOSITE THE TOWN OF FARMINGTON WHICH IT OVERLOOKS.  THE ROAD
 PF1035'FROM THE RAILROAD DEPOT UP SANDY RIVER VALLEY PASSES OVER THE
 PF1035'WESTERN SLOPE OF THE HILL.  THE STATION IS MARKED BY A HOLE
 PF1035'DRILLED IN THE ROCK.
 PF1035
 PF1035                          STATION RECOVERY (1935)
 PF1035
 PF1035'RECOVERY NOTE BY MAINE GEODETIC SURVEY 1935
 PF1035'SEARCHED ONE HOUR.  UNABLE TO LOCATE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0933 ***********************************************************************
 QF0933  DESIGNATION -  FARRAR 1887
 QF0933  PID         -  QF0933
 QF0933  STATE/COUNTY-  ME/WASHINGTON
 QF0933  USGS QUAD   -  MEDDYBEMPS LAKE WEST (1987)
 QF0933
 QF0933                         *CURRENT SURVEY CONTROL
 QF0933  ___________________________________________________________________
 QF0933* NAD 83(1996)-  45 07 14.02362(N)    067 23 37.23348(W)     ADJUSTED  
 QF0933* NAVD 88     -       142.     (meters)     466.     (feet)  SCALED    
 QF0933  ___________________________________________________________________
 QF0933  LAPLACE CORR-           3.80  (seconds)                    DEFLEC99
 QF0933  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 QF0933
 QF0933  HORZ ORDER  -  SECOND
 QF0933
 QF0933.The horizontal coordinates were established by classical geodetic methods
 QF0933.and adjusted by the National Geodetic Survey in March 1998..
 QF0933
 QF0933.The orthometric height was scaled from a topographic map.
 QF0933
 QF0933.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0933
 QF0933.The geoid height was determined by GEOID03.
 QF0933
 QF0933;                    North         East     Units Scale Factor Converg.
 QF0933;SPC ME E     -   162,136.082   387,038.302   MT  0.99999312   +0 47 02.3
 QF0933;UTM  19      - 4,997,598.528   626,337.075   MT  0.99979626   +1 08 18.2
 QF0933
 QF0933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0933!SPC ME E     -   0.99998144  x   0.99999312  =   0.99997456
 QF0933!UTM  19      -   0.99998144  x   0.99979626  =   0.99977770
 QF0933
 QF0933:                Primary Azimuth Mark                     Grid Az
 QF0933:SPC ME E     -  JOHN IBC                                 036 41 14.9
 QF0933:UTM  19      -  JOHN IBC                                 036 19 59.0
 QF0933
 QF0933|---------------------------------------------------------------------|
 QF0933| PID    Reference Object                     Distance      Geod. Az  |
 QF0933|                                                           dddmmss.s |
 QF0933| QF0920 JOHN IBC                            APPROX. 3.8 KM 0372817.2 |
 QF0933|---------------------------------------------------------------------|
 QF0933
 QF0933                          SUPERSEDED SURVEY CONTROL
 QF0933
 QF0933  NAD 83(1992)-  45 07 14.01870(N)    067 23 37.23177(W) AD(       ) 2
 QF0933  NAD 83(1986)-  45 07 14.02080(N)    067 23 37.23707(W) AD(       ) 2
 QF0933  NAD 27      -  45 07 13.74900(N)    067 23 39.26700(W) AD(       ) 2
 QF0933
 QF0933.Superseded values are not recommended for survey control.
 QF0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0933.See file dsdata.txt to determine how the superseded data were derived.
 QF0933
 QF0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK2633797599(NAD 83)
 QF0933_MARKER: DH = HORIZONTAL CONTROL DISK
 QF0933_SETTING: 80 = SET IN A BOULDER
 QF0933_SP_SET: SET IN A DRILL HOLE IN A BOULDER
 QF0933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0933+STABILITY: SURFACE MOTION
 QF0933
 QF0933  HISTORY     - Date     Condition        Report By
 QF0933  HISTORY     - 1887     MONUMENTED       NGS
 QF0933  HISTORY     - 1946     SEE DESCRIPTION  CGS
 QF0933
 QF0933                          STATION DESCRIPTION
 QF0933
 QF0933'DESCRIBED BY NATIONAL GEODETIC SURVEY 1887 (CHB)
 QF0933'ON THE SUMMIT OF THE HILL OR MOUNTAIN OF THAT NAME, LOCATED ABOUT 4
 QF0933'MILES TO THE W OF BARING, ABOUT 2-1/2 MILES S BY W OF WOODLAND, AND
 QF0933'ON THE N SIDE OF THE BARING - ALEXANDER ROAD.  THE LEDGE ON WHICH
 QF0933'THE STATION IS PLACED IS BARE AND OF A REDDISH COLOR.  THE LAND
 QF0933'BELONGS TO LEO MALLOY, WHOSE HOUSE IS ON THE N SIDE OF THE ROAD AND
 QF0933'ABOUT 1/2 MILE SSE FROM THE STATION.
 QF0933'
 QF0933'STATION MARK IS AN IBC BRONZE STATION DISK SET IN A DRILL HOLE
 QF0933'WITHIN A CIRCLE CUT IN THE ROCK.  A 3 - FOOT CAIRN IS OVER THE
 QF0933'STATION, ON THE HIGHEST PART OF THE LEDGE.
 QF0933
 QF0933                          STATION RECOVERY (1946)
 QF0933
 QF0933'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (NWS)
 QF0933'STATION IS ON THE SUMMIT OF THE HILL OR MOUNTAIN OF THAT NAME,
 QF0933'LOCATED ABOUT 4 MILES TO THE W OF BARING, ABOUT 2-1/2 MILES S BY W
 QF0933'OF WOODLAND, AND ON THE N SIDE OF THE BARING-ALEXANDER ROAD.  THE
 QF0933'LEDGE ON WHICH THE STATION IS PLACED IS BARE AND OF A REDDISH
 QF0933'COLOR.  THE LAND BELONGS TO LEO MALLOY, WHOSE HOUSE IS ON THE N
 QF0933'SIDE OF ROAD AND ABOUT 1/2 MILE SSE FROM THE STATION.
 QF0933'
 QF0933'STATION MARK IS AN I.B.C. BRONZE STATION DISK SET IN A DRILL
 QF0933'HOLE SURROUNDED BY A CIRCLE CUT IN THE ROCK.  A 3-FOOT CAIRN IS
 QF0933'OVER THE STATION, ON THE HIGHEST PART OF THE LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1873 ***********************************************************************
 QF1873  DESIGNATION -  FAWN IBC
 QF1873  PID         -  QF1873
 QF1873  STATE/COUNTY-  ME/AROOSTOOK
 QF1873  USGS QUAD   -  ORIENT (1989)
 QF1873
 QF1873                         *CURRENT SURVEY CONTROL
 QF1873  ___________________________________________________________________
 QF1873* NAD 83(1996)-  45 50 08.42532(N)    067 46 04.95402(W)     ADJUSTED  
 QF1873* NAVD 88     -       132.     (meters)     433.     (feet)  SCALED    
 QF1873  ___________________________________________________________________
 QF1873  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 QF1873  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 QF1873
 QF1873  HORZ ORDER  -  THIRD
 QF1873
 QF1873.The horizontal coordinates were established by classical geodetic methods
 QF1873.and adjusted by the National Geodetic Survey in March 1998..
 QF1873
 QF1873.The orthometric height was scaled from a topographic map.
 QF1873
 QF1873.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1873
 QF1873.The geoid height was determined by GEOID03.
 QF1873
 QF1873;                    North         East     Units Scale Factor Converg.
 QF1873;SPC ME E     -   241,271.512   356,861.705   MT  0.99993974   +0 31 30.3
 QF1873;UTM  19      - 5,076,527.886   595,675.092   MT  0.99971253   +0 53 01.7
 QF1873
 QF1873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1873!SPC ME E     -   0.99998304  x   0.99993974  =   0.99992278
 QF1873!UTM  19      -   0.99998304  x   0.99971253  =   0.99969558
 QF1873
 QF1873|---------------------------------------------------------------------|
 QF1873| PID    Reference Object                     Distance      Geod. Az  |
 QF1873|                                                           dddmmss.s |
 QF1873| QF1870 CALF IBC                            194.413 METERS 03606     |
 QF1873| QF1864 DOE IBC                             381.866 METERS 13142     |
 QF1873| QF1871 DEER IBC                            295.360 METERS 17611     |
 QF1873| QF1883 REFERENCE MON 18=NARROWS            APPROX. 1.0 KM 3220825.0 |
 QF1873|---------------------------------------------------------------------|
 QF1873
 QF1873                          SUPERSEDED SURVEY CONTROL
 QF1873
 QF1873  NAD 83(1992)-  45 50 08.42261(N)    067 46 04.95256(W) AD(       ) 3
 QF1873  NAD 83(1986)-  45 50 08.42861(N)    067 46 04.97291(W) AD(       ) 3
 QF1873  NAD 27      -  45 50 08.22100(N)    067 46 06.93100(W) AD(       ) 3
 QF1873
 QF1873.Superseded values are not recommended for survey control.
 QF1873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1873.See file dsdata.txt to determine how the superseded data were derived.
 QF1873
 QF1873_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9567576528(NAD 83)
 QF1873_MARKER: DD = SURVEY DISK
 QF1873_SETTING: 0 = UNSPECIFIED SETTING
 QF1873_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QF1873
 QF1873  HISTORY     - Date     Condition        Report By
 QF1873  HISTORY     - 1912     MONUMENTED       IBC
 QF1873  HISTORY     - 1972     MARK NOT FOUND   IBC
 QF1873
 QF1873                          STATION DESCRIPTION
 QF1873
 QF1873'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (JEM)
 QF1873'ON MONUMENT BROOK, ABOUT 2/5 MILE ABOVE NORTH LAKE, ON THE OUTER END
 QF1873'OF A TREE - COVERED POINT EXTENDING OUT TOWARD THE RIVER FROM THE
 QF1873'FIRM LAND.  THE STATION IS ABOUT 68 METERS FROM THE BROOK AT THE
 QF1873'NEAREST POINT.
 QF1873'
 QF1873'THE STATION MARK IS A BRONZE DISK SET IN THE TOP OF A GRANITE POST 7
 QF1873'INCHES SQUARE AND 2 FEET LONG, SET IN A CONCRETE BASE.  THE
 QF1873'LETTERS---U.S.R.M.---ARE CUT ON THE VERTICAL FACES OF THE POST, ONE
 QF1873'LETTER ON EACH FACE.
 QF1873
 QF1873                          STATION RECOVERY (1972)
 QF1873
 QF1873'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1873'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1570 ***********************************************************************
 QF1570  DESIGNATION -  FEN IBC
 QF1570  PID         -  QF1570
 QF1570  STATE/COUNTY-  ME/WASHINGTON
 QF1570  USGS QUAD   -  LAMBERT LAKE (1988)
 QF1570
 QF1570                         *CURRENT SURVEY CONTROL
 QF1570  ___________________________________________________________________
 QF1570* NAD 83(1996)-  45 36 02.46656(N)    067 34 00.88811(W)     ADJUSTED  
 QF1570* NAVD 88     -       116.     (meters)     381.     (feet)  SCALED    
 QF1570  ___________________________________________________________________
 QF1570  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 QF1570  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 QF1570
 QF1570  HORZ ORDER  -  THIRD
 QF1570
 QF1570.The horizontal coordinates were established by classical geodetic methods
 QF1570.and adjusted by the National Geodetic Survey in March 1998..
 QF1570
 QF1570.The orthometric height was scaled from a topographic map.
 QF1570
 QF1570.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1570
 QF1570.The geoid height was determined by GEOID03.
 QF1570
 QF1570;                    North         East     Units Scale Factor Converg.
 QF1570;SPC ME E     -   215,319.083   372,790.807   MT  0.99996512   +0 40 00.1
 QF1570;UTM  19      - 5,050,681.170   611,762.519   MT  0.99975357   +1 01 26.5
 QF1570
 QF1570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1570!SPC ME E     -   0.99998557  x   0.99996512  =   0.99995069
 QF1570!UTM  19      -   0.99998557  x   0.99975357  =   0.99973914
 QF1570
 QF1570|---------------------------------------------------------------------|
 QF1570| PID    Reference Object                     Distance      Geod. Az  |
 QF1570|                                                           dddmmss.s |
 QF1570| QF1568 SANDY IBC                           371.108 METERS 13923     |
 QF1570| QF1573 AURORA                              APPROX. 0.7 KM 2953643.9 |
 QF1570|---------------------------------------------------------------------|
 QF1570
 QF1570                          SUPERSEDED SURVEY CONTROL
 QF1570
 QF1570  NAD 83(1992)-  45 36 02.46283(N)    067 34 00.88542(W) AD(       ) 3
 QF1570  NAD 83(1986)-  45 36 02.46638(N)    067 34 00.89710(W) AD(       ) 3
 QF1570  NAD 27      -  45 36 02.22712(N)    067 34 02.86659(W) AD(       ) 3
 QF1570
 QF1570.Superseded values are not recommended for survey control.
 QF1570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1570.See file dsdata.txt to determine how the superseded data were derived.
 QF1570
 QF1570_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL1176350681(NAD 83)
 QF1570_MARKER: DD = SURVEY DISK
 QF1570_SETTING: 80 = SET IN A BOULDER
 QF1570_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF1570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1570+STABILITY: SURFACE MOTION
 QF1570
 QF1570  HISTORY     - Date     Condition        Report By
 QF1570  HISTORY     - 1946     MONUMENTED       IBC
 QF1570  HISTORY     - 1955     GOOD             IBC
 QF1570
 QF1570                          STATION DESCRIPTION
 QF1570
 QF1570'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF1570'IN THE LOW MARSH GRASS AND LOW BRUSH - COVERED SWALE ACROSS THE
 QF1570'PENINSULA ON THE W SIDE OF SANDY BAY COVE, ABOUT 1/4 MILE N OF
 QF1570'SANDY POINT.  THIS SWALE IS COVERED BY WATER AT HIGH WATER AND
 QF1570'SEPARATES THE S TREE - COVERED ISLAND AT SUCH TIMES FROM THE MAIN
 QF1570'PENINSULA TO THE N.  THE STATION IS ABOUT 100 FEET W OF THE GENERAL
 QF1570'LINE OF THE TREES ON THE E SIDE OF THE PENINSULA, ABOUT 400 FEET W OF
 QF1570'SANDY BAY COVE AT LOW WATER, AND ON THE LARGEST OF SEVERAL ROCKS IN
 QF1570'THE CENTER OF THE SWALE, 8 BY 10 FEET BY 3 FEET HIGH.
 QF1570'
 QF1570'STATION MARK IS AN IBC STATION DISK SET IN A DRILL HOLE IN THE ROCK.
 QF1570
 QF1570                          STATION RECOVERY (1955)
 QF1570
 QF1570'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1570'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2721 ***********************************************************************
 OC2721  DESIGNATION -  FERD
 OC2721  PID         -  OC2721
 OC2721  STATE/COUNTY-  ME/YORK
 OC2721  USGS QUAD   -  MOUSAM LAKE (1983)
 OC2721
 OC2721                         *CURRENT SURVEY CONTROL
 OC2721  ___________________________________________________________________
 OC2721* NAD 83(1996)-  43 32 31.49198(N)    070 46 46.21570(W)     ADJUSTED  
 OC2721* NAVD 88     -       198.4    (meters)     651.     (feet)  VERTCON   
 OC2721  ___________________________________________________________________
 OC2721  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 OC2721  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 OC2721
 OC2721  HORZ ORDER  -  SECOND
 OC2721
 OC2721.The horizontal coordinates were established by classical geodetic methods
 OC2721.and adjusted by the National Geodetic Survey in March 1998..
 OC2721
 OC2721.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2721.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2721
 OC2721.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2721
 OC2721.The geoid height was determined by GEOID03.
 OC2721
 OC2721;                    North         East     Units Scale Factor Converg.
 OC2721;SPC ME W     -    78,919.173   850,471.760   MT  0.99999683   -0 25 19.9
 OC2721;UTM  19      - 4,822,553.058   356,235.904   MT  0.99985423   -1 13 33.9
 OC2721
 OC2721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2721!SPC ME W     -   0.99997308  x   0.99999683  =   0.99996991
 OC2721!UTM  19      -   0.99997308  x   0.99985423  =   0.99982731
 OC2721
 OC2721:                Primary Azimuth Mark                     Grid Az
 OC2721:SPC ME W     -  OSSIPEE LOT                              033 00 33.5
 OC2721:UTM  19      -  OSSIPEE LOT                              033 48 47.5
 OC2721
 OC2721|---------------------------------------------------------------------|
 OC2721| PID    Reference Object                     Distance      Geod. Az  |
 OC2721|                                                           dddmmss.s |
 OC2721| OC2687 OSSIPEE LOT                         APPROX. 6.0 KM 0323513.6 |
 OC2721| OC2720 WATERBORO FAA MAST                  APPROX. 2.4 KM 0502625.0 |
 OC2721| OC2719 BIRPLE                              APPROX. 2.3 KM 0545347.2 |
 OC2721| CE8146 FERD RM 1                            18.193 METERS 13001     |
 OC2721| CE8147 FERD RM 2                            21.442 METERS 31443     |
 OC2721|---------------------------------------------------------------------|
 OC2721
 OC2721                          SUPERSEDED SURVEY CONTROL
 OC2721
 OC2721  NAD 83(1992)-  43 32 31.49038(N)    070 46 46.21723(W) AD(       ) 2
 OC2721  NAD 83(1986)-  43 32 31.49734(N)    070 46 46.22342(W) AD(       ) 2
 OC2721  NAD 27      -  43 32 31.20737(N)    070 46 48.01113(W) AD(       ) 2
 OC2721  NGVD 29 (07/19/86)  198.6    (m)          652.     (f) VERT ANG       
 OC2721
 OC2721.Superseded values are not recommended for survey control.
 OC2721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2721.See file dsdata.txt to determine how the superseded data were derived.
 OC2721
 OC2721_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ5623622553(NAD 83)
 OC2721_MARKER: DS = TRIANGULATION STATION DISK
 OC2721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC2721_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC2721
 OC2721  HISTORY     - Date     Condition        Report By
 OC2721  HISTORY     - 1976     MONUMENTED       NGS
 OC2721
 OC2721                          STATION DESCRIPTION
 OC2721
 OC2721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2721'THE STATION IS LOCATED ABOUT 3-3/8 MILES EAST OF
 OC2721'SHAPLEIGH, 3.5 MILES WEST OF WATERBORO, AND 5.75 MILES
 OC2721'NORTHWEST OF ALFRED.  THE MARK IS IN THE HIGHWAY RIGHT-OF-WAY.
 OC2721'
 OC2721'TO REACH THE STATION MARK FROM THE JUNCTION OF STATE
 OC2721'ROUTE 4 4A, 111 AND U.S. ROUTE 202 IN ALFRED, GO NORTH
 OC2721'ON  STATE ROUTE 4 AND U.S. ROUTE 202 FOR 1.2 MILES TO
 OC2721'A FORK IN THE ROAD. TURN LEFT AND GO NORTH, ON THE WEST
 OC2721'SIDE OF SHAKER POND, FOR 0.95 MILE TO ANOTHER FORK IN THE
 OC2721'RIOAD.  TURN LEFT ONTO ALFRED GORE ROAD AND GO NORTH FOR 2.25
 OC2721'MILES TO THE INTERSECTION OF GEBUNG ROAD ON THE LEFT,
 OC2721'CONTINUE ON THE ALFRED GORE ROAD FOR 0.45 MILE TO THE
 OC2721'INTERSECTION OF FORT RIDGE ROAD IN NORTH ALFRED.  CONTINUE
 OC2721'NORTH ON THE ALFRED GORE ROAD FOR 1.7 MILES TO THE STATION
 OC2721'ON THE RIGHT.
 OC2721'
 OC2721'THE STATION MARKS ARE STANDARD DISKS STAMPED--FERD 1976--,
 OC2721'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OC2721'CONCRETE MONUMENT WHICH PROJECTED 2-INCHES ABOVE THE GROUND
 OC2721'SURFACE.  IT IS 2.9 FEET SOUTH-WEST OF A METAL WITNESS POST
 OC2721'WITH SIGN, 21.5 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD,
 OC2721'116.0 FEET NORTH OF POWER POLE CMP 114.  THE UNDERGROUND
 OC2721'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 OC2721'ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 OC2721'
 OC2721'REFERENCE MARK 1, A STANDARD DISK STAMPED--FRED NO 1 1976--,
 OC2721'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OC2721'WHICH PROJECTS 1-INCH ABOVE THE GROUND SURFACE.  IT IS 3.2 FEET
 OC2721'SOUTHWEST OF A METAL WITNESS POST WITH SIGN, 20.5 FEET
 OC2721'NORTHEAST OF THE CENTERLINE OF THE ROAD AND 62.0 FEET
 OC2721'NORTH OF POWER POLE CMP 114.
 OC2721'
 OC2721'REFERENCE MARK 2, A STANDARD DISK STAMPED--FERD NO 2 1976--,
 OC2721'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OC2721'WHICH PROJECTS 1 INCH ABOVE THE GROUND SURFACE. IT IS 4.3
 OC2721'FEET SOUTHWEST OF A METAL WITNESS POST WITH SIGN, 23.0 FEET
 OC2721'NORTHEAST OF THE CENTERLINE OF THE ROAD, 86.0 FEET
 OC2721'SOUTHEAST OF CMP 115.
 OC2721'
 OC2721'STATION BIRPLE CAN BE USED AS AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0734 ***********************************************************************
 RF0734  DESIGNATION -  FERGUSON
 RF0734  PID         -  RF0734
 RF0734  STATE/COUNTY-  ME/AROOSTOOK
 RF0734  USGS QUAD   -  CARR POND (1985)
 RF0734
 RF0734                         *CURRENT SURVEY CONTROL
 RF0734  ___________________________________________________________________
 RF0734* NAD 83(1996)-  46 52 22.88639(N)    068 42 53.06512(W)     ADJUSTED  
 RF0734* NAVD 88     -       359.1    (meters)    1178.     (feet)  VERTCON   
 RF0734  ___________________________________________________________________
 RF0734  LAPLACE CORR-           5.61  (seconds)                    DEFLEC99
 RF0734  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 RF0734
 RF0734  HORZ ORDER  -  SECOND
 RF0734
 RF0734.The horizontal coordinates were established by classical geodetic methods
 RF0734.and adjusted by the National Geodetic Survey in March 1998..
 RF0734
 RF0734.The NAVD 88 height was computed by applying the VERTCON shift value to
 RF0734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RF0734
 RF0734.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0734
 RF0734.The geoid height was determined by GEOID03.
 RF0734
 RF0734;                    North         East     Units Scale Factor Converg.
 RF0734;SPC ME E     -   356,331.851   283,630.698   MT  0.99990329   -0 09 24.2
 RF0734;UTM  19      - 5,191,093.380   521,738.351   MT  0.99960581   +0 12 29.5
 RF0734
 RF0734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0734!SPC ME E     -   0.99994752  x   0.99990329  =   0.99985082
 RF0734!UTM  19      -   0.99994752  x   0.99960581  =   0.99955335
 RF0734
 RF0734|---------------------------------------------------------------------|
 RF0734| PID    Reference Object                     Distance      Geod. Az  |
 RF0734|                                                           dddmmss.s |
 RF0734| DA5409 FERGUSON RM 1                        20.782 METERS 03004     |
 RF0734| RF0732 HEDGEHOG LOT                        APPROX.15.2 KM 0642920.0 |
 RF0734| DA5410 FERGUSON RM 2                        16.500 METERS 13632     |
 RF0734|---------------------------------------------------------------------|
 RF0734
 RF0734                          SUPERSEDED SURVEY CONTROL
 RF0734
 RF0734  NAD 83(1992)-  46 52 22.88058(N)    068 42 53.05822(W) AD(       ) 2
 RF0734  NAD 83(1986)-  46 52 22.88589(N)    068 42 53.05943(W) AD(       ) 2
 RF0734  NAD 27      -  46 52 22.74095(N)    068 42 54.89513(W) AD(       ) 2
 RF0734  NGVD 29 (07/19/86)  359.3    (m)         1179.     (f) VERT ANG       
 RF0734
 RF0734.Superseded values are not recommended for survey control.
 RF0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0734.See file dsdata.txt to determine how the superseded data were derived.
 RF0734
 RF0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM2173891093(NAD 83)
 RF0734_MARKER: Z = SEE DESCRIPTION
 RF0734_SETTING: 0 = UNSPECIFIED SETTING
 RF0734
 RF0734  HISTORY     - Date     Condition        Report By
 RF0734  HISTORY     - 1960     MONUMENTED       CGS
 RF0734
 RF0734                          STATION DESCRIPTION
 RF0734
 RF0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HRL)
 RF0734'THE STATION IS LOCATED ABOUT 14 MILES NORTHWEST OF THE VILLAGE
 RF0734'OF PORTAGE, 3 MILES NORTHEAST OF THE NORTH END OF FISH RIVER
 RF0734'LAKE, 3/4 MILE NORTHWEST OF THE WEST END OF FERGUSON POND AND ON
 RF0734'THE TOP OF THE HIGHEST RIDGE IN THE VICINITY.  IT IS 42.3 FEET
 RF0734'NORTHWEST OF A 16 INCH BEECH WITH A TRIANGULAR BLAZE, 38.5 FEET
 RF0734'WEST OF A 14 INCH BEECH WITH A TRIANGULAR BLAZE AND ON THE
 RF0734'NORTHWEST SLOPE OF THE RIDGE ABOUT 55 FEET FROM THE HIGHEST
 RF0734'POINT.  STATION, A STANDARD DISK BRAZED TO THE TOP OF A 2
 RF0734'1/2X31 INCH CAST IRON PIPE THAT IS SET IN CONCRETE AND PROJECTS
 RF0734'12 INCHES ABOVE THE GROUND.  UNDERGROUND MARK, A STANDARD DISK
 RF0734'CEMENTED IN A DRILL HOLE IN BEDROCK.  THE DISK IS STAMPED
 RF0734'FERGUSON 1960.
 RF0734'
 RF0734'TO REACH THE STATION BY PLANE FROM PORTAGE, LAND AT THE WEST END
 RF0734'OF FERGUSON POND AT THE CAMPSITE, FROM HERE PACK NORTH ACROSS THE
 RF0734'CEDAR SWAMP, THE NORTHWESTERLY UP RIDGE TO THE HIGHEST POINT AND
 RF0734'STATION AS DESCRIBED.  ABOUT A 40 MINUTE PACK.
 RF0734'
 RF0734'REFERENCE MARK NO. 1 IS A STANDARD DISK BRAZED TO THE TOP OF A
 RF0734'2 1/2X31 INCH CAST IRON PIPE THAT IS SET IN CONCRETE AND PROJECTS
 RF0734'12 INCHES ABOVE THE GROUND.  IT IS 6 FEET NORTHEAST OF AN 8 INCH
 RF0734'BEECH WITH A TRIANGULAR BLAZE AND 5.6 FEET SOUTH OF A 32 INCH TWIN
 RF0734'MAPLE WITH A TRIANGULAR BLAZE.  THE DISK IS STAMPED FERGUSON
 RF0734'NO 1 1960.
 RF0734'
 RF0734'REFERENCE MARK NO. 2 IS A STANDARD DISK BRAZED TO THE TOP OF A
 RF0734'2 1/2X31 INCH CAST IRON PIPE THAT IS SET IN CONCRETE AND PROJECTS
 RF0734'12 INCHES ABOVE THE GROUND.  IT IS 20.5 FEET SOUTH OF A 14 INCH
 RF0734'BEECH WITH A TRIANGULAR BLAZE, 18 FEET NORTHEAST OF A 12 INCH
 RF0734'MAPLE WITH A TRIANGULAR BLAZE, 12 FEET SOUTHEAST OF A 16 INCH
 RF0734'BEECH WITH A TRIANGULAR BLAZE, 11 FEET NORTHEAST OF A 12 INCH
 RF0734'MAPLE WITH A TRIANGULAR BLAZE AND ON THE HIGHEST POINT OF THE
 RF0734'RIDGE AND ABOUT 5 FEET HIGHER IN ELEVATION THAN THE STATION.
 RF0734'THE DISK IS STAMPED FERGUSON NO 2 1960.
 RF0734'
 RF0734'HEIGHT OF LIGHT ABOVE STATION MARK 15.9 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1896 ***********************************************************************
 PE1896  DESIGNATION -  FERNALD HILL 1870
 PE1896  PID         -  PE1896
 PE1896  STATE/COUNTY-  ME/HANCOCK
 PE1896  USGS QUAD   -  SOUTHWEST HARBOR (1983)
 PE1896
 PE1896                         *CURRENT SURVEY CONTROL
 PE1896  ___________________________________________________________________
 PE1896* NAD 83(1996)-  44 18 07.81491(N)    068 18 51.45277(W)     ADJUSTED  
 PE1896* NAVD 88     -        37.     (meters)     121.     (feet)  SCALED    
 PE1896  ___________________________________________________________________
 PE1896  LAPLACE CORR-           4.05  (seconds)                    DEFLEC99
 PE1896  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 PE1896
 PE1896  HORZ ORDER  -  THIRD
 PE1896
 PE1896.The horizontal coordinates were established by classical geodetic methods
 PE1896.and adjusted by the National Geodetic Survey in March 1998..
 PE1896
 PE1896.The orthometric height was scaled from a topographic map.
 PE1896
 PE1896.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1896
 PE1896.The geoid height was determined by GEOID03.
 PE1896
 PE1896;                    North         East     Units Scale Factor Converg.
 PE1896;SPC ME E     -    70,621.808   314,817.612   MT  0.99990270   +0 07 46.9
 PE1896;UTM  19      - 4,905,663.782   554,696.245   MT  0.99963679   +0 28 44.2
 PE1896
 PE1896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1896!SPC ME E     -   0.99999801  x   0.99990270  =   0.99990071
 PE1896!UTM  19      -   0.99999801  x   0.99963679  =   0.99963481
 PE1896
 PE1896:                Primary Azimuth Mark                     Grid Az
 PE1896:SPC ME E     -  SAVAGE MOUNTAIN 1870                     088 44 33.0
 PE1896:UTM  19      -  SAVAGE MOUNTAIN 1870                     088 23 35.7
 PE1896
 PE1896|---------------------------------------------------------------------|
 PE1896| PID    Reference Object                     Distance      Geod. Az  |
 PE1896|                                                           dddmmss.s |
 PE1896| PE1902 SAVAGE MOUNTAIN 1870                APPROX. 3.2 KM 0885219.9 |
 PE1896| PE1784 BUNKER LEDGE MONUMENT               APPROX. 7.7 KM 1084236.0 |
 PE1896| PE1907 BEAR ISLAND LIGHTHOUSE              APPROX. 4.1 KM 1202835.3 |
 PE1896| PE1777 LITTLE CRANBERRY IS FLAG TREE       APPROX. 8.2 KM 1232321.4 |
 PE1896| PE1893 SUTTONS ISLAND FLAG ON BARN         APPROX. 5.1 KM 1290249.6 |
 PE1896| PE1823 CRANBERRY ISLAND HOUSE CHIMNEY      APPROX. 8.5 KM 1461916.2 |
 PE1896| PE1901 CRANBERRY ISLAND CHURCH SPIRE       APPROX. 6.7 KM 1463817.3 |
 PE1896| PE1818 LITTLE DUCK IS FLAG IN TREE         APPROX.15.2 KM 1584726.9 |
 PE1896| PE1903 GREENING ISLAND HOUSE NW CHIM       APPROX. 2.8 KM 1595809.8 |
 PE1896| PE1832 HOUSE NEAR SEA WALL CHIMNEY         APPROX. 6.2 KM 1664911.5 |
 PE1896| PE1897 SOUTHWEST HARBOR CHURCH SPIRE       APPROX. 4.0 KM 1743640.5 |
 PE1896| PE1899 SOUTHWEST HARBOR SCHOOLHOUSE        APPROX. 2.6 KM 2010353.1 |
 PE1896|---------------------------------------------------------------------|
 PE1896
 PE1896                          SUPERSEDED SURVEY CONTROL
 PE1896
 PE1896  NAD 83(1992)-  44 18 07.81598(N)    068 18 51.44727(W) AD(       ) 3
 PE1896  NAD 83(1986)-  44 18 07.81573(N)    068 18 51.45216(W) AD(       ) 3
 PE1896  NAD 27      -  44 18 07.53000(N)    068 18 53.39500(W) AD(       ) 3
 PE1896
 PE1896.Superseded values are not recommended for survey control.
 PE1896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1896.See file dsdata.txt to determine how the superseded data were derived.
 PE1896
 PE1896_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK5469605664(NAD 83)
 PE1896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE1896+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2004
 PE1896
 PE1896  HISTORY     - Date     Condition        Report By
 PE1896  HISTORY     - 1870     MONUMENTED       COASUR
 PE1896  HISTORY     - 1902     SEE DESCRIPTION  CGS
 PE1896  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE1896  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE1896  HISTORY     - 20030924 GOOD             USPSQD
 PE1896  HISTORY     - 20040817 GOOD             GEOCAC
 PE1896
 PE1896                          STATION DESCRIPTION
 PE1896
 PE1896'DESCRIBED BY COAST AND GEODETIC SURVEY 1902
 PE1896'ON THE HIGH HILL OF THAT NAME, ALSO KNOWN AS FLYING
 PE1896'MOUNTAIN, LOCATED ON THE W SIDE OF THE NARROWS OF SOMES
 PE1896'SOUND, MOUNT DESERT ISLAND, ABOUT 1/4 MILE TO THE NORTHWARD OF
 PE1896'FERNALD COVE.
 PE1896'
 PE1896'THE STATION IS ON THE SOUTHERN PART OF THE HILL, 22 FEET S OF
 PE1896'THE HIGHEST POINT AND 11 FEET W FROM THE EDGE OF THE BLUFF.  IT
 PE1896'IS A COPPER BOLT SET IN A HOLE IN A ROCK.
 PE1896
 PE1896                          STATION RECOVERY (1934)
 PE1896
 PE1896'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1896'THE STATION WAS RECOVERED AS DESCRIBED.  IT IS ON MOUNT DESERT
 PE1896'ISLAND, ON FLYING MOUNTAIN, WHICH IS ON THE W SIDE OF SOMES
 PE1896'SOUND AT ITS END AND JUST N OF FERNALD COVE.
 PE1896'
 PE1896'THE STATION WAS MARKED WHEN RECOVERED, BY A COPPER BOLT SET IN
 PE1896'A HOLE IN A ROCK, AND THE BOLT WAS IN SUCH GOOD SHAPE THAT IT
 PE1896'WAS LEFT INTACT.
 PE1896'
 PE1896'TWO REFERENCE MARKS WERE ESTABLISHED, STANDARD BRONZE DISKS
 PE1896'WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.  REFERENCE MARK
 PE1896'NO. 1 BEING N OF THE STATION AND REFERENCE MARK NO. 2 NEAR THE
 PE1896'BLUFF TO THE E.  THE STATION WAS NOT OCCUPIED IN 1934 EXCEPT TO
 PE1896'ESTABLISH THE REFERENCE MARKS.
 PE1896'
 PE1896'TO REACH THE STATION FROM SOUTHWEST HARBOR GO N ABOUT ONE MILE
 PE1896'TO FERNALD ROAD WHICH LEADS E.  THIS ROAD IS ALSO 5.4 MILES S ON
 PE1896'HIGHWAY 102 FROM THE JUNCTION OF HIGHWAYS 198 AND 102.  FOLLOW
 PE1896'FERNALD ROAD 0.8 MILE.  FROM THIS POINT WALK UP TRAIL MARKED
 PE1896'FLYING MT. TO THE SUMMIT.  THE STATION IS ON THE SOUTHERN SIDE
 PE1896'OF THE HILL ABOUT 22 FEET S OF THE HIGHEST PART AND 11 FEET W OF
 PE1896'THE BLUFF ON THE EASTERN SIDE.
 PE1896
 PE1896                          STATION RECOVERY (1944)
 PE1896
 PE1896'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1896'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION AS
 PE1896'DESCRIBED BY K.G.C. IN 1934.  DISTANCES TO REFERENCE MARKS WERE
 PE1896'CHECKED.
 PE1896
 PE1896                          STATION RECOVERY (2003)
 PE1896
 PE1896'RECOVERY NOTE BY US POWER SQUADRON 2003 (AHE)
 PE1896'REFERENCE MARKS 1 AND 2 WERE FOUND TO BE IN GOOD CONDITION. THE
 PE1896'STATION WAS NOT LOCATED.
 PE1896
 PE1896                          STATION RECOVERY (2004)
 PE1896
 PE1896'RECOVERY NOTE BY GEOCACHING 2004 (LEH)
 PE1896'RECOVERED ALL THREE MARKERS IN GOOD CONDITION. MARKERS CONSIST OF BOLT
 PE1896'IN ROCK AND 2 DISKS.  LOCATION AS DESCRIBED IS ACCURATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2558 ***********************************************************************
 PE2558  DESIGNATION -  FERRY
 PE2558  PID         -  PE2558
 PE2558  STATE/COUNTY-  ME/WALDO
 PE2558  USGS QUAD   -  LINCOLNVILLE (1973)
 PE2558
 PE2558                         *CURRENT SURVEY CONTROL
 PE2558  ___________________________________________________________________
 PE2558* NAD 83(1996)-  44 16 50.39118(N)    069 00 18.97645(W)     ADJUSTED  
 PE2558* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 PE2558  ___________________________________________________________________
 PE2558  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 PE2558  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 PE2558
 PE2558  HORZ ORDER  -  THIRD
 PE2558
 PE2558.The horizontal coordinates were established by classical geodetic methods
 PE2558.and adjusted by the National Geodetic Survey in March 1998..
 PE2558.No horizontal observational check was made to the station.
 PE2558
 PE2558.The orthometric height was scaled from a topographic map.
 PE2558
 PE2558.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2558
 PE2558.The geoid height was determined by GEOID03.
 PE2558
 PE2558;                    North         East     Units Scale Factor Converg.
 PE2558;SPC ME E     -    68,339.664   259,669.665   MT  0.99992000   -0 21 10.0
 PE2558;UTM  19      - 4,903,046.379   499,579.381   MT  0.99960000   -0 00 13.2
 PE2558
 PE2558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2558!SPC ME E     -   1.00000380  x   0.99992000  =   0.99992380
 PE2558!UTM  19      -   1.00000380  x   0.99960000  =   0.99960380
 PE2558
 PE2558                          SUPERSEDED SURVEY CONTROL
 PE2558
 PE2558  NAD 83(1992)-  44 16 50.39419(N)    069 00 18.95550(W) AD(       ) 3
 PE2558  NAD 83(1986)-  44 16 50.40097(N)    069 00 18.95871(W) AD(       ) 3
 PE2558
 PE2558.Superseded values are not recommended for survey control.
 PE2558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2558.See file dsdata.txt to determine how the superseded data were derived.
 PE2558
 PE2558_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK9957903046(NAD 83)
 PE2558_MARKER: X = CHISELED CROSS
 PE2558_SETTING: 0 = UNSPECIFIED SETTING
 PE2558_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PE2558_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE2558
 PE2558  HISTORY     - Date     Condition        Report By
 PE2558  HISTORY     - 1983     MONUMENTED       NOS
 PE2558
 PE2558                          STATION DESCRIPTION
 PE2558
 PE2558'DESCRIBED BY NATIONAL OCEAN SERVICE 1983 (RST)
 PE2558'THE STATION IS LOCATED ON THE FERRY DOCK EAST OF THE TOWN OF
 PE2558'LINCOLNVILLE, MAINE ON WEST PENOBSCOT BAY.
 PE2558'
 PE2558'TO REACH THE STATION FROM THE LINCOLNVILLE FERRY DOCK,
 PE2558'PROCEED TO THE END OF THE UPRIVER SIDE OF THE FERRY DOCK
 PE2558'AND TO THE STATION.
 PE2558'
 PE2558'THE STATION IS A CHISELED CROSS ON A LARGE CLEAT LOCATED
 PE2558'ON A WOODEN PLATFORM ON THE UPRIVER SIDE OF THE FERRY DOCK.
 PE2558'
 PE2558'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2090 ***********************************************************************
 PE2090  DESIGNATION -  FIDDLERS LEDGE STONE BEACON
 PE2090  PID         -  PE2090
 PE2090  STATE/COUNTY-  ME/KNOX
 PE2090  USGS QUAD   -  LEADBETTER ISLAND (1982)
 PE2090
 PE2090                         *CURRENT SURVEY CONTROL
 PE2090  ___________________________________________________________________
 PE2090* NAD 83(1996)-  44 06 05.82265(N)    068 56 22.16942(W)     ADJUSTED  
 PE2090* NAVD 88     -                                                        
 PE2090  ___________________________________________________________________
 PE2090  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 PE2090  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 PE2090
 PE2090  HORZ ORDER  -  THIRD
 PE2090
 PE2090.The horizontal coordinates were established by classical geodetic methods
 PE2090.and adjusted by the National Geodetic Survey in March 1998..
 PE2090
 PE2090
 PE2090.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2090
 PE2090.The geoid height was determined by GEOID03.
 PE2090
 PE2090;                    North         East     Units Scale Factor Converg.
 PE2090;SPC ME E     -    48,416.452   264,813.786   MT  0.99991522   -0 18 21.1
 PE2090;UTM  19      - 4,883,161.142   504,842.927   MT  0.99960029   +0 02 31.6
 PE2090
 PE2090                          SUPERSEDED SURVEY CONTROL
 PE2090
 PE2090  NAD 83(1992)-  44 06 05.82880(N)    068 56 22.14814(W) AD(       ) 4
 PE2090  NAD 83(1986)-  44 06 05.83212(N)    068 56 22.15102(W) AD(       ) 4
 PE2090  NAD 27      -  44 06 05.53500(N)    068 56 24.05200(W) AD(       ) 3
 PE2090
 PE2090.Superseded values are not recommended for survey control.
 PE2090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2090.See file dsdata.txt to determine how the superseded data were derived.
 PE2090
 PE2090_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ0484383161(NAD 83)
 PE2090
 PE2090  HISTORY     - Date     Condition        Report By
 PE2090  HISTORY     - UNK      MONUMENTED
 PE2090  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2090  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2090  HISTORY     - 1954     SEE DESCRIPTION  CGS
 PE2090  HISTORY     - 1988     GOOD             USPSQD
 PE2090
 PE2090                          STATION DESCRIPTION
 PE2090
 PE2090'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2090'THIS INTERSECTION STATION, IS THE BEACON ON THE EXTREME SW END OF
 PE2090'NORTH HAVEN ISLAND AT THE SW ENTRANCE TO FOX ISLAND THOROUGHFARE.
 PE2090
 PE2090                          STATION RECOVERY (1943)
 PE2090
 PE2090'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2090'STATION WAS RECOVERED AS DESCRIBED IN 1934 WITH FOLLOWING
 PE2090'ADDITION--
 PE2090'
 PE2090'THE STATION IS THE TOP OF A GRAY STONE, SQUARE SHAFT STRUCTURE,
 PE2090'WITH A PYRAMIDAL TOP, WHICH MAKES A VERY GOOD LANDMARK.
 PE2090
 PE2090                          STATION RECOVERY (1954)
 PE2090
 PE2090'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HOF)
 PE2090'THE STATION WAS RECOVERED AS DESCRIBED AND IS IN GOOD CONDITION.
 PE2090
 PE2090                          STATION RECOVERY (1988)
 PE2090
 PE2090'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE2090'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2217 ***********************************************************************
 PE2217  DESIGNATION -  FIELD
 PE2217  PID         -  PE2217
 PE2217  STATE/COUNTY-  ME/PENOBSCOT
 PE2217  USGS QUAD   -  BANGOR (1991)
 PE2217
 PE2217                         *CURRENT SURVEY CONTROL
 PE2217  ___________________________________________________________________
 PE2217* NAD 83(1996)-  44 48 50.14345(N)    068 49 41.67153(W)     ADJUSTED  
 PE2217* NAVD 88     -        56.1    (meters)     184.     (feet)  VERTCON   
 PE2217  ___________________________________________________________________
 PE2217  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 PE2217  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 PE2217
 PE2217  HORZ ORDER  -  SECOND
 PE2217
 PE2217.This mark is at Bangor Airport (BGR)
 PE2217
 PE2217.The horizontal coordinates were established by classical geodetic methods
 PE2217.and adjusted by the National Geodetic Survey in March 1998..
 PE2217
 PE2217.The NAVD 88 height was computed by applying the VERTCON shift value to
 PE2217.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PE2217
 PE2217.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2217
 PE2217.The geoid height was determined by GEOID03.
 PE2217
 PE2217;                    North         East     Units Scale Factor Converg.
 PE2217;SPC ME E     -   127,519.912   274,038.116   MT  0.99990829   -0 13 52.9
 PE2217;UTM  19      - 4,962,294.926   513,580.894   MT  0.99960227   +0 07 15.8
 PE2217
 PE2217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2217!SPC ME E     -   0.99999511  x   0.99990829  =   0.99990340
 PE2217!UTM  19      -   0.99999511  x   0.99960227  =   0.99959738
 PE2217
 PE2217:                Primary Azimuth Mark                     Grid Az
 PE2217:SPC ME E     -  BANGOR RAD STA WLBZ TALL MAST            063 54 07.1
 PE2217:UTM  19      -  BANGOR RAD STA WLBZ TALL MAST            063 32 58.4
 PE2217
 PE2217|---------------------------------------------------------------------|
 PE2217| PID    Reference Object                     Distance      Geod. Az  |
 PE2217|                                                           dddmmss.s |
 PE2217| PE2209 BANGOR RAD STA WLBZ TALL MAST       APPROX. 4.0 KM 0634014.2 |
 PE2217| PE2230 BANGOR TANK FLAGPOLE                APPROX. 3.7 KM 1012117.2 |
 PE2217| CE7939 FIELD RM 1                           18.478 METERS 16522     |
 PE2217| CE7938 FIELD AZ MK                                        1912040.4 |
 PE2217|---------------------------------------------------------------------|
 PE2217
 PE2217                          SUPERSEDED SURVEY CONTROL
 PE2217
 PE2217  NAD 83(1992)-  44 48 50.14236(N)    068 49 41.66846(W) AD(       ) 2
 PE2217  NAD 83(1986)-  44 48 50.14136(N)    068 49 41.66963(W) AD(       ) 2
 PE2217  NAD 27      -  44 48 49.88680(N)    068 49 43.53280(W) AD(       ) 2
 PE2217  NGVD 29 (07/19/86)   56.3    (m)          185.     (f) VERT ANG       
 PE2217
 PE2217.Superseded values are not recommended for survey control.
 PE2217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2217.See file dsdata.txt to determine how the superseded data were derived.
 PE2217
 PE2217_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1358162295(NAD 83)
 PE2217_MARKER: Z = SEE DESCRIPTION
 PE2217_SETTING: 0 = UNSPECIFIED SETTING
 PE2217_STAMPING: FIELD 1960
 PE2217
 PE2217  HISTORY     - Date     Condition        Report By
 PE2217  HISTORY     - 1960     MONUMENTED       CGS
 PE2217  HISTORY     - 1963     SEE DESCRIPTION  CGS
 PE2217  HISTORY     - 1970     SEE DESCRIPTION  NGS
 PE2217  HISTORY     - 1982     GOOD             NGS
 PE2217  HISTORY     - 19951010 MARK NOT FOUND   CHANCE
 PE2217
 PE2217                          STATION DESCRIPTION
 PE2217
 PE2217'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HRL)
 PE2217'STATION IS LOCATED ABOUT 2-1/2 MILES WEST OF THE BUSINESS SECTION
 PE2217'OF BANGOR AND IN THE NORTHERN PART OF DOW AIRFORCE BASE.  STATION
 PE2217'IS 218 FEET SOUTH OF THE GAM BUILDING WHICH IS UNDER CONSTRUCTION,
 PE2217'60 FEET NORTH OF THE NORTH EDGE OF A CONCRETE TAXI STRIP AND
 PE2217'0.5 FOOT EAST OF THE WEST EDGE OF A CONCRETE DRAIN.  THE MARK IS
 PE2217'A STANDARD DISK CEMENTED FLUSH IN A DRILL HOLE IN THE CONCRETE
 PE2217'DRAIN WHICH IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 PE2217'FIELD 1960.
 PE2217'
 PE2217'TO REACH STATION FROM THE GATE TO DOW AIRFORCE BASE JUST WEST
 PE2217'OF THE NORTHEAST AIRLINES TERMINAL GO SOUTH ON BLACKTOP ROAD FOR
 PE2217'0.3 MILE TO GATE TO RESTRICTED AREA.  PASS THROUGH GATE AND
 PE2217'CONTINUE FOR 0.05 MILE TO TAXI STRIP.  TURN RIGHT AND GO WEST
 PE2217'ALONG TAXI STRIP FOR 0.45 MILE TO STATION ON THE RIGHT OR NORTH
 PE2217'SIDE OF TAXI STRIP AS DESCRIBED.
 PE2217'
 PE2217'REFERENCE MARK NO. 1 IS 0.5 FOOT SOUTH OF THE NORTH EDGE OF
 PE2217'TAXI STRIP.  THE MARK IS A STANDARD DISK CEMENTED FLUSH IN A
 PE2217'DRILL HOLE IN THE CONCRETE TAXI STRIP AND THE DISK IS STAMPED
 PE2217'FIELD NO 1 1960.
 PE2217'
 PE2217'A TRAVERSE CONNECTION WAS MADE TO REFERENCE MARK NO. 2 WHICH IS
 PE2217'86 FEET NORTH OF THE NORTH EDGE OF TAXI STRIP.  THE MARK IS A
 PE2217'STANDARD DISK SET FLUSH IN THE TOP OF A 10 X 10 INCH CONCRETE
 PE2217'MONUMENT WHICH PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 PE2217'FIELD NO 2 1960.
 PE2217'
 PE2217'AZIMUTH MARK IS A STANDARD CORPS OF ENGINEERS DISK WHICH IS
 PE2217'10.8 FEET NORTHEAST OF A TURNTABLE RADAR, 2.5 FEET SOUTH OF THE
 PE2217'NORTH EDGE OF A BLACKTOP APRON AND 2 FEET WEST OF THE EAST EDGE
 PE2217'OF BLACKTOP APRON.  THE DISK IS SET FLUSH IN A 10 X 10 INCH
 PE2217'CONCRETE MONUMENT WHICH IS FLUSH WITH THE BLACKTOP AND THE DISK
 PE2217'IS STAMPED 501.46 RNWY.
 PE2217'
 PE2217'TO REACH AZIMUTH MARK FROM THE STATION GO WEST ON TAXI STRIP FOR
 PE2217'0.1 MILE TO ANOTHER TAXI STRIP.  TURN RIGHT AND GO NORTHWEST FOR
 PE2217'0.75 MILE TO END OF TAXI STRIP.  TAKE GRAVEL ROAD AROUND END OF
 PE2217'RUNWAY FOR 1.45 MILES TO OLD RUNWAY.  TURN RIGHT ON OLD RUNWAY
 PE2217'AND GO 0.25 MILE TO OLD TAXI STRIP ON LEFT.  TURN LEFT AND FOLLOW
 PE2217'BLACKTOP FOR 0.1 MILE TO RADAR SETUP ON SMALL KNOLL AND AZIMUTH
 PE2217'MARK IN THE NORTHEAST CORNER OF BLACKTOP APRON AS DESCRIBED.
 PE2217'
 PE2217'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 PE2217
 PE2217                          STATION RECOVERY (1963)
 PE2217
 PE2217'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FHG)
 PE2217'STATION FIELD 1960 RECOVERED IN GOOD CONDITION.  FIELD NO 1 1960
 PE2217'WAS FOUND FIRMLY IN PLACE IN THE TAXI STRIP.  HOWEVER, THE
 PE2217'DESIGNATION WAS PARTIALLY OBSCURED BY SCAPEAGE, POSSIBLY BY A
 PE2217'SNOW PLOW.  PREVIOUS DESCRIPTION ADEQUATE.
 PE2217
 PE2217                          STATION RECOVERY (1970)
 PE2217
 PE2217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMR)
 PE2217'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 PE2217'GAM BUILDING IS NOW BUILDING 515 AND IS A MAINTENANCE SHOP.
 PE2217'
 PE2217'THE MARK IS LOCATED ABOUT 950 FEET NORTHWEST OF THE CONTROL
 PE2217'TOWER, ALONG THE NORTH SIDE OF AN EAST-WEST TAXIWAY, AT THE EAST
 PE2217'EDGE OF THE DRIVE INTO BUILDING 515.  THE MARK IS IN THE CENTER
 PE2217'OF THE WEST END OF A CONCRETE DRAIN AT THE BASE OF A LOW FILL
 PE2217'WHICH IS IN THE DRIVE TO BUILDING 515.  A TRIANGULATION STATION
 PE2217'DISK STAMPED FIELD 1960 SET IN A DRILL HOLE.
 PE2217'
 PE2217'RM 1 HAS BEEN SHEARED TO WHERE THE STAMPING IS NO LONGER
 PE2217'LEGIBLE.  THE DESCRIPTION IS OTHERWISE GOOD.
 PE2217'
 PE2217'THE DESCRIPTION FOR RM 2 IS GOOD.
 PE2217
 PE2217                          STATION RECOVERY (1982)
 PE2217
 PE2217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (DAH)
 PE2217'THE STATION AND REFERENCE MARKS ONE AND TWO WERE RECOVERED IN GOOD
 PE2217'CONDITION AS DESCRIBED IN THE 1970 NOTE BY WMR.
 PE2217'
 PE2217'NOTE THAT FIELD RM 2 IS QUAD 440684 STATION 1037 (TRAVERSE POSTION.)
 PE2217'
 PE2217'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT BANGOR
 PE2217'INTERNATIONAL AIRPORT.
 PE2217
 PE2217                          STATION RECOVERY (1995)
 PE2217
 PE2217'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KB)
 PE2217'NOT FOUND.  A NEW TAXIWAY AND APRON HAVE BEEN CONSTRUCTED OVER STATION
 PE2217'SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1695 ***********************************************************************
 QF1695  DESIGNATION -  FIELD IBC
 QF1695  PID         -  QF1695
 QF1695  STATE/COUNTY-  ME/WASHINGTON
 QF1695  USGS QUAD   -  FOREST CITY (1988)
 QF1695
 QF1695                         *CURRENT SURVEY CONTROL
 QF1695  ___________________________________________________________________
 QF1695* NAD 83(1996)-  45 39 57.57912(N)    067 43 51.98343(W)     ADJUSTED  
 QF1695* NAVD 88     -       135.     (meters)     443.     (feet)  SCALED    
 QF1695  ___________________________________________________________________
 QF1695  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 QF1695  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 QF1695
 QF1695  HORZ ORDER  -  THIRD
 QF1695
 QF1695.The horizontal coordinates were established by classical geodetic methods
 QF1695.and adjusted by the National Geodetic Survey in March 1998..
 QF1695
 QF1695.The orthometric height was scaled from a topographic map.
 QF1695
 QF1695.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1695
 QF1695.The geoid height was determined by GEOID03.
 QF1695
 QF1695;                    North         East     Units Scale Factor Converg.
 QF1695;SPC ME E     -   222,441.126   359,912.357   MT  0.99994412   +0 32 60.0
 QF1695;UTM  19      - 5,057,721.184   598,842.695   MT  0.99972011   +0 54 27.7
 QF1695
 QF1695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1695!SPC ME E     -   0.99998259  x   0.99994412  =   0.99992671
 QF1695!UTM  19      -   0.99998259  x   0.99972011  =   0.99970271
 QF1695
 QF1695|---------------------------------------------------------------------|
 QF1695| PID    Reference Object                     Distance      Geod. Az  |
 QF1695|                                                           dddmmss.s |
 QF1695| QF1690 HOUSE IBC                           252.505 METERS 15205     |
 QF1695| QF1613 FOREST CITY CHURCH SPIRE            431.422 METERS 1744831.0 |
 QF1695| QF1709 REFERENCE MON 56=CLOSE              320.716 METERS 23818     |
 QF1695|---------------------------------------------------------------------|
 QF1695
 QF1695                          SUPERSEDED SURVEY CONTROL
 QF1695
 QF1695  NAD 83(1992)-  45 39 57.57600(N)    067 43 51.98175(W) AD(       ) 3
 QF1695  NAD 83(1986)-  45 39 57.58003(N)    067 43 51.99771(W) AD(       ) 3
 QF1695  NAD 27      -  45 39 57.36500(N)    067 43 53.97400(W) AD(       ) 3
 QF1695
 QF1695.Superseded values are not recommended for survey control.
 QF1695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1695.See file dsdata.txt to determine how the superseded data were derived.
 QF1695
 QF1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9884357721(NAD 83)
 QF1695_MARKER: DR = REFERENCE MARK DISK
 QF1695_SETTING: 80 = SET IN A BOULDER
 QF1695_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF1695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1695+STABILITY: SURFACE MOTION
 QF1695
 QF1695  HISTORY     - Date     Condition        Report By
 QF1695  HISTORY     - 1917     MONUMENTED       IBC
 QF1695  HISTORY     - 1955     GOOD             IBC
 QF1695
 QF1695                          STATION DESCRIPTION
 QF1695
 QF1695'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (HOC)
 QF1695'IN THE NE CORNER OF AN OPEN FIELD IN THE W PART OF FOREST CITY, NB,
 QF1695'50 FEET S OF THE OLD ROAD TO GRAND LAKE, 100 FEET E OF THE PLACE
 QF1695'THE NEWER ROAD TO THE LAKE NEAR CLARKS SAWMILL LEAVES THE OLD ROAD,
 QF1695'AND ABOUT 1,000 FEET W OF THE MAIN ROAD FROM FOREST CITY NORTH.  IT
 QF1695'IS 6 FEET OUTSIDE THE TREES ALONG S SIDE OF ROAD, WITH BUSHES
 QF1695'GROWING IN THE VICINITY.
 QF1695'
 QF1695'STATION MARK IS A GS OF C BRONZE REFERENCE DISK SET IN A DRILL HOLE
 QF1695'IN A DOME - SHAPED GRANITE ROCK 20 INCHES IN DIAMETER AND PROJECTING
 QF1695'4 INCHES ABOVE GROUND.  ARROW POINTS TO STATION RUIN.
 QF1695
 QF1695                          STATION RECOVERY (1955)
 QF1695
 QF1695'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1695'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2216 ***********************************************************************
 PE2216  DESIGNATION -  FIELD RM 2
 PE2216  PID         -  PE2216
 PE2216  STATE/COUNTY-  ME/PENOBSCOT
 PE2216  USGS QUAD   -  BANGOR (1991)
 PE2216
 PE2216                         *CURRENT SURVEY CONTROL
 PE2216  ___________________________________________________________________
 PE2216* NAD 83(1996)-  44 48 50.10769(N)    068 49 43.71620(W)     ADJUSTED  
 PE2216* NAVD 88     -        57.1    (meters)     187.     (feet)  VERTCON   
 PE2216  ___________________________________________________________________
 PE2216  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 PE2216  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 PE2216
 PE2216  HORZ ORDER  -  SECOND
 PE2216
 PE2216.This mark is at Bangor Airport (BGR)
 PE2216
 PE2216.The horizontal coordinates were established by classical geodetic methods
 PE2216.and adjusted by the National Geodetic Survey in March 1998..
 PE2216
 PE2216.The NAVD 88 height was computed by applying the VERTCON shift value to
 PE2216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PE2216
 PE2216.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2216
 PE2216.The geoid height was determined by GEOID03.
 PE2216
 PE2216;                    North         East     Units Scale Factor Converg.
 PE2216;SPC ME E     -   127,518.990   273,993.189   MT  0.99990831   -0 13 54.3
 PE2216;UTM  19      - 4,962,293.728   513,535.987   MT  0.99960225   +0 07 14.4
 PE2216
 PE2216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2216!SPC ME E     -   0.99999495  x   0.99990831  =   0.99990326
 PE2216!UTM  19      -   0.99999495  x   0.99960225  =   0.99959720
 PE2216
 PE2216|---------------------------------------------------------------------|
 PE2216| PID    Reference Object                     Distance      Geod. Az  |
 PE2216|                                                           dddmmss.s |
 PE2216| PE2217 FIELD                                44.940 METERS 08836     |
 PE2216| PE2219 TACAN RESET                         APPROX. 1.2 KM 1762509.0 |
 PE2216|---------------------------------------------------------------------|
 PE2216
 PE2216                          SUPERSEDED SURVEY CONTROL
 PE2216
 PE2216  NAD 83(1992)-  44 48 50.10660(N)    068 49 43.71313(W) AD(       ) 2
 PE2216  NAD 83(1986)-  44 48 50.10560(N)    068 49 43.71440(W) AD(       ) 2
 PE2216  NAD 27      -  44 48 49.85110(N)    068 49 45.57740(W) AD(       ) 2
 PE2216  NGVD 29 (07/19/86)   57.3    (m)          188.     (f) VERT ANG       
 PE2216
 PE2216.Superseded values are not recommended for survey control.
 PE2216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2216.See file dsdata.txt to determine how the superseded data were derived.
 PE2216
 PE2216_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1353662294(NAD 83)
 PE2216_MARKER: Z = SEE DESCRIPTION
 PE2216_SETTING: 0 = UNSPECIFIED SETTING
 PE2216_STAMPING: FIELD NO 2 1960
 PE2216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE2216
 PE2216  HISTORY     - Date     Condition        Report By
 PE2216  HISTORY     - 1960     MONUMENTED       CGS
 PE2216  HISTORY     - 1965     SEE DESCRIPTION  CGS
 PE2216  HISTORY     - 19951010 MARK NOT FOUND   CHANCE
 PE2216
 PE2216                          STATION DESCRIPTION
 PE2216
 PE2216'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HRL)
 PE2216'STATION IS LOCATED ABOUT 2-1/2 MILES WEST OF DOWNTOWN BANGOR IN
 PE2216'THE NORTHERN PART OF DOW AIRFORCE BASE AND JUST SOUTH OF THE GAM
 PE2216'SITE WHICH IS UNDER CONSTRUCTION.  STATION IS 86 FEET NORTH OF
 PE2216'THE NORTH EDGE OF A CONCRETE TAXI STRIP.  THE MARK IS A STANDARD
 PE2216'REFERENCE DISK SET FLUSH IN A 12 X 12 INCH CONCRETE MONUMENT
 PE2216'WHICH PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED FIELD NO
 PE2216'2 1960.
 PE2216'
 PE2216'A TRAVERSE CONNECTION AS MADE TO STATION FROM TRIANGULATION
 PE2216'STATION FIELD AND THE DISTANCE IS 44.940 METERS OR 147.44 FEET WEST.
 PE2216'
 PE2216'TO REACH STATION FROM THE GATE TO DOW AIRFORCE BASE JUST WEST
 PE2216'OF THE NORTHEAST AIRLINES TERMINAL GO SOUTH ON BLACKTOP ROAD FOR
 PE2216'0.3 MILE TO GATE TO RESTRICTED AREA.  PASS THROUGH GATE AND
 PE2216'CONTINUE FOR 0.05 MILE TO TAXI STRIP.  TURN RIGHT AND GO WEST
 PE2216'ALONG TAXI STRIP FOR 0.45 MILE TO STATION ON THE RIGHT AS
 PE2216'DESCRIBED.
 PE2216
 PE2216                          STATION RECOVERY (1965)
 PE2216
 PE2216'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RBK)
 PE2216'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION IS
 PE2216'ADEQUATE.
 PE2216
 PE2216                          STATION RECOVERY (1995)
 PE2216
 PE2216'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KB)
 PE2216'NOT FOUND.  A NEW TAXIWAY AND APRON HAVE BEEN CONSTRUCTED OVER STATION
 PE2216'SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2373 ***********************************************************************
 OC2373  DESIGNATION -  FIFE
 OC2373  PID         -  OC2373
 OC2373  STATE/COUNTY-  ME/YORK
 OC2373  USGS QUAD   -  DOVER EAST (1988)
 OC2373
 OC2373                         *CURRENT SURVEY CONTROL
 OC2373  ___________________________________________________________________
 OC2373* NAD 83(1996)-  43 11 54.62419(N)    070 48 18.89970(W)     ADJUSTED  
 OC2373* NAVD 88     -        38.1    (meters)     125.     (feet)  VERTCON   
 OC2373  ___________________________________________________________________
 OC2373  LAPLACE CORR-           3.65  (seconds)                    DEFLEC99
 OC2373  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 OC2373
 OC2373  HORZ ORDER  -  SECOND
 OC2373
 OC2373.The horizontal coordinates were established by classical geodetic methods
 OC2373.and adjusted by the National Geodetic Survey in March 1998..
 OC2373
 OC2373.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2373
 OC2373.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2373
 OC2373.The geoid height was determined by GEOID03.
 OC2373
 OC2373;                    North         East     Units Scale Factor Converg.
 OC2373;SPC ME W     -    40,764.861   848,098.903   MT  0.99999979   -0 26 13.7
 OC2373;UTM  19      - 4,784,440.960   353,330.055   MT  0.99986463   -1 14 09.5
 OC2373
 OC2373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2373!SPC ME W     -   0.99999822  x   0.99999979  =   0.99999801
 OC2373!UTM  19      -   0.99999822  x   0.99986463  =   0.99986285
 OC2373
 OC2373:                Primary Azimuth Mark                     Grid Az
 OC2373:SPC ME W     -  NEWINGTON POWER STA STACK                174 16 31.0
 OC2373:UTM  19      -  NEWINGTON POWER STA STACK                175 04 26.8
 OC2373
 OC2373|---------------------------------------------------------------------|
 OC2373| PID    Reference Object                     Distance      Geod. Az  |
 OC2373|                                                           dddmmss.s |
 OC2373| OC2483 NEWINGTON POWER STA STACK           APPROX.11.0 KM 1735017.3 |
 OC2373| CE8148 FIFE RM 2                            23.851 METERS 22352     |
 OC2373| OC2375 FIFE AZ MK                          APPROX. 0.6 KM 2271926.2 |
 OC2373| OC2374 FIFE RM 1                            18.403 METERS 35658     |
 OC2373|---------------------------------------------------------------------|
 OC2373
 OC2373                          SUPERSEDED SURVEY CONTROL
 OC2373
 OC2373  NAD 83(1992)-  43 11 54.62324(N)    070 48 18.89991(W) AD(       ) 2
 OC2373  NAD 83(1986)-  43 11 54.62743(N)    070 48 18.90618(W) AD(       ) 2
 OC2373  NAD 27      -  43 11 54.31768(N)    070 48 20.70087(W) AD(       ) 2
 OC2373  NGVD 29 (07/19/86)   38.3    (m)          126.     (f) VERT ANG       
 OC2373
 OC2373.Superseded values are not recommended for survey control.
 OC2373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2373.See file dsdata.txt to determine how the superseded data were derived.
 OC2373
 OC2373_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH5333084441(NAD 83)
 OC2373_MARKER: DS = TRIANGULATION STATION DISK
 OC2373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC2373_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC2373
 OC2373  HISTORY     - Date     Condition        Report By
 OC2373  HISTORY     - 1976     MONUMENTED       NGS
 OC2373
 OC2373                          STATION DESCRIPTION
 OC2373
 OC2373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2373'THE STATION IS LOCATED ABOUT 2 MILES SOUTH OF SOUTH BERWICK, 3.75
 OC2373'MILES EAST OF DOVER, NEW HAMPSHIRE AND 6 MILES WEST OF
 OC2373'MT. AGAMENTICUS.
 OC2373'
 OC2373'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 236
 OC2373'AND 101 ABOUT 4 MILES SOUTH OF SOUTH BERWICK, GO NORTHWEST OF
 OC2373'STATE ROUTE 101 FOR 0.15 MILE TO THE JUNCTION WITH OLD FIELD
 OC2373'ROAD. TURN RIGHT, GO NORTH ON OLD FIELD ROAD FOR 0.15 MILES
 OC2373'TO THE SOUTH BERWICK-ELIOT TOWN LINE, CONTINUE NORTH FOR 0.9
 OC2373'MILE TO THE AZIMUTH MARK ON THE RIGHT. CONTINUE NORTH ON OLD
 OC2373'FIELD ROAD FOR 0.35 MILE TO THE STATION ON THE RIGHT.
 OC2373'
 OC2373'THE STATION IS A STANDARD DISK STAMPED-FIFE 1975-SET IN THE
 OC2373'TOP OF A 12-INCH CYLINDRICAL CONCRETE POST WHICH IS ABOUT 2 INCHES
 OC2373'BELOW THE GROUND.  NO UNDERGROUND MARK WAS SET DUE TO WATER IN THE
 OC2373'HOLE.  THE MARK IS 4.1 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST,
 OC2373'17.7 FEET SOUTHEAST OF THE CENTERLINE OF OLD FIELD ROAD AND 23.9
 OC2373'FEET SOUTH-SOUTHWEST OF POWER POLE NUMBER J 131.
 OC2373'
 OC2373'REFERENCE MARK 1 IS A STANDARD DISK STAMPED--FIFE NO 1 1975--SET
 OC2373'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST THAT PROJECTS 2
 OC2373'INCHES ABOVE THE GROUND.  IT IS 9.0 FEET SOUTH-SOUTHEAST OF A
 OC2373'BARBED WIRE FENCE, 23.6 FEET NORTH-NORTHWEST OF THE CENTERLINE
 OC2373'OF OLD FIELD ROAD AND 48.5 FEET NORTH OF POWER POLE NUMBER J 131.
 OC2373'
 OC2373'REFERENCE MARK 2 IS A STANDARD DISK STAMPED--FIFE NO 2 1975--, SET IN
 OC2373'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST WHICH IS ABOUT 1-INCH
 OC2373'BELOW THE SURFACE OF THE GROUND.  IT IS 2-FEET EAST-NORTHEAST OF A
 OC2373'METAL WITNESS POST, 15-FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF
 OC2373'OLD FIELD ROAD AND 65.3 FEET NORTHEAST OF POWER POLE NUMBER J 132.
 OC2373'
 OC2373'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISKS STAMPED--FIFE AZ
 OC2373'1975--SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE PSOST THAT
 OC2373'PROJECTS 2-INCHES ABOVE THE GROUND.  IT IS 2-FEET NORTHEAST OF A METAL
 OC2373'WITNESS POST, 10.5 FEET NORTHEWEST OF A 18-INCH APPLE TREE, 20-FEET
 OC2373'SOUTHEAST OF THE CENTERLINE OF OLD FIELD ROAD AND 58.5 FEET
 OC2373'SOUTHWEST OF POWER POLE NUMBER 143.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0770 ***********************************************************************
 RF0770  DESIGNATION -  FIRST RUSSELL
 RF0770  PID         -  RF0770
 RF0770  STATE/COUNTY-  ME/PISCATAQUIS
 RF0770  USGS QUAD   -  CLARKSON POND (1989)
 RF0770
 RF0770                         *CURRENT SURVEY CONTROL
 RF0770  ___________________________________________________________________
 RF0770* NAD 83(1996)-  46 24 17.71415(N)    069 29 18.45119(W)     ADJUSTED  
 RF0770* NAVD 88     -       415.3    (meters)    1363.     (feet)  VERTCON   
 RF0770  ___________________________________________________________________
 RF0770  LAPLACE CORR-           4.16  (seconds)                    DEFLEC99
 RF0770  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 RF0770
 RF0770  HORZ ORDER  -  SECOND
 RF0770
 RF0770.The horizontal coordinates were established by classical geodetic methods
 RF0770.and adjusted by the National Geodetic Survey in March 1998..
 RF0770
 RF0770.The NAVD 88 height was computed by applying the VERTCON shift value to
 RF0770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RF0770
 RF0770.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0770
 RF0770.The geoid height was determined by GEOID03.
 RF0770
 RF0770;                    North         East     Units Scale Factor Converg.
 RF0770;SPC ME E     -   304,753.329   223,998.972   MT  0.99997098   -0 42 57.3
 RF0770;SPC ME W     -   397,100.595   952,149.885   MT  1.00000008   +0 29 28.3
 RF0770;UTM  19      - 5,139,154.457   462,454.385   MT  0.99961733   -0 21 13.5
 RF0770
 RF0770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0770!SPC ME E     -   0.99993883  x   0.99997098  =   0.99990981
 RF0770!SPC ME W     -   0.99993883  x   1.00000008  =   0.99993891
 RF0770!UTM  19      -   0.99993883  x   0.99961733  =   0.99955618
 RF0770
 RF0770|---------------------------------------------------------------------|
 RF0770| PID    Reference Object                     Distance      Geod. Az  |
 RF0770|                                                           dddmmss.s |
 RF0770| DA5411 FIRST RUSSELL RM 1                    6.245 METERS 07620     |
 RF0770| RF0768 SOPER LO                            APPROX.16.8 KM 1054002.4 |
 RF0770| DA5412 FIRST RUSSELL RM 2                    7.108 METERS 15701     |
 RF0770|---------------------------------------------------------------------|
 RF0770
 RF0770                          SUPERSEDED SURVEY CONTROL
 RF0770
 RF0770  NAD 83(1992)-  46 24 17.71292(N)    069 29 18.43791(W) AD(       ) 2
 RF0770  NAD 83(1986)-  46 24 17.72021(N)    069 29 18.44921(W) AD(       ) 2
 RF0770  NAD 27      -  46 24 17.59600(N)    069 29 20.24100(W) AD(       ) 2
 RF0770  NGVD 29 (07/19/86)  415.5    (m)         1363.     (f) VERT ANG       
 RF0770
 RF0770.Superseded values are not recommended for survey control.
 RF0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0770.See file dsdata.txt to determine how the superseded data were derived.
 RF0770
 RF0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM6245439154(NAD 83)
 RF0770_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RF0770_SETTING: 66 = SET IN ROCK OUTCROP
 RF0770
 RF0770  HISTORY     - Date     Condition        Report By
 RF0770  HISTORY     - 1955     MONUMENTED       CGS
 RF0770
 RF0770                          STATION DESCRIPTION
 RF0770
 RF0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 RF0770'STATION IS LOCATED, AIRLINE, ABOUT 15 MILES SOUTH OF THE
 RF0770'U.S. POST OFFICE AT CLATON LAKE, 12 MILES SOUTHWEST OF CHURCHILL
 RF0770'DEPOT, 7-1/2 MILES NORTHWEST OF TRAMWAY, IN THE SOUTHEAST
 RF0770'CORNER OF TOWNSHIP 9, RANGE 14 AND ON THE FIRST HILL 1/2 MILE
 RF0770'NORTH OF THE EAST PORTION OF LOWER RUSSELL POND.
 RF0770'
 RF0770'STATION IS REACHED BY FLOAT PLANE ONLY TO LOWER RUSSELL
 RF0770'POND.  FROM THE NARROW NECK DIVIDING THE TWO MAIN BODIES OF WATER,
 RF0770'PACK EAST ALONG THE NORTH SHORE TO ABOUT HALF WAY DOWN THE EAST
 RF0770'PORTION OF THE LAKE TO A BLAZED TRAIL LEADING NORTH TO THE
 RF0770'STATION.  THE DISTANCE FROM THE POND TO THE STATION IS ABOUT
 RF0770'1/2 MILE.  PACKING TIME IS ABOUT 20 MINUTES.  THE NARROW NECK
 RF0770'BETWEEN THE TWO BODIES OF WATER IS THE BEST PLACE TO CAMP BUT
 RF0770'VERY SHALLOW NEAR THE SHORE FOR THE PLANE.
 RF0770'
 RF0770'STATION MARK, STAMPED FIRST RUSSELL 1955, IS A STANDARD DISK
 RF0770'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 3
 RF0770'FEET.  IT IS ON THE HIGHEST POINT OF THE HILL AND 8.0 FEET WEST OF
 RF0770'A 5 INCH SPRUCE TREE WITH A TRIANGULAR BLAZE.
 RF0770'
 RF0770'REFERENCE MARK NUMBER 1, STAMPED FIRST RUSSELL NO 1 1955, IS A
 RF0770'STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 RF0770'THAT PROJECTS 4 FEET ON THE EAST SIDE AND IS ABOUT 1-1/2 FEET
 RF0770'LOWER THAN THE STATION.
 RF0770'
 RF0770'REFERENCE MARK NUMBER 2, STAMPED FIRST RUSSELL NO 2 1955, IS A
 RF0770'STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 RF0770'THAT PROJECTS 4 FEET AND IS ABOUT 4 FEET LOWER THAN THE STATION.
 RF0770'
 RF0770'HEIGHT OF LIGHT ABOVE STATION MARK 1.48 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0114 ***********************************************************************
 RF0114  DESIGNATION -  FISH AZ MK
 RF0114  PID         -  RF0114
 RF0114  STATE/COUNTY-  ME/AROOSTOOK
 RF0114  USGS QUAD   -  ISLAND FALLS (1986)
 RF0114
 RF0114                         *CURRENT SURVEY CONTROL
 RF0114  ___________________________________________________________________
 RF0114* NAD 83(1986)-  46 00 50.     (N)    068 17 12.     (W)     SCALED    
 RF0114* NAVD 88     -       138.678  (meters)     454.98   (feet)  ADJUSTED  
 RF0114  ___________________________________________________________________
 RF0114  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 RF0114  DYNAMIC HT  -         138.684 (meters)     455.00  (feet)  COMP
 RF0114  MODELED GRAV-     980,655.2   (mgal)                       NAVD 88
 RF0114
 RF0114  VERT ORDER  -  SECOND    CLASS 0
 RF0114
 RF0114.The horizontal coordinates were scaled from a topographic map and have
 RF0114.an estimated accuracy of +/- 6 seconds.
 RF0114
 RF0114.The orthometric height was determined by differential leveling
 RF0114.and adjusted by the National Geodetic Survey in June 1991..
 RF0114
 RF0114.The geoid height was determined by GEOID03.
 RF0114
 RF0114.The dynamic height is computed by dividing the NAVD 88
 RF0114.geopotential number by the normal gravity value computed on the
 RF0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0114.degrees latitude (g = 980.6199 gals.).
 RF0114
 RF0114.The modeled gravity was interpolated from observed gravity values.
 RF0114
 RF0114;                    North         East    Units  Estimated Accuracy
 RF0114;SPC ME E     -   260,840.      316,520.      MT  (+/- 180 meters Scaled)
 RF0114
 RF0114                          SUPERSEDED SURVEY CONTROL
 RF0114
 RF0114  NGVD 29 (??/??/92)  138.849  (m)          455.54   (f) ADJ UNCH    2 0
 RF0114
 RF0114.Superseded values are not recommended for survey control.
 RF0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0114.See file dsdata.txt to determine how the superseded data were derived.
 RF0114
 RF0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL552958(NAD 83)
 RF0114_MARKER: DZ = AZIMUTH MARK DISK
 RF0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RF0114_STAMPING: FISH 1959
 RF0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0114+STABILITY: SURFACE MOTION
 RF0114
 RF0114  HISTORY     - Date     Condition        Report By
 RF0114  HISTORY     - 1959     MONUMENTED       CGS
 RF0114
 RF0114                          STATION DESCRIPTION
 RF0114
 RF0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RF0114'0.4 MI SW FROM ISLAND FALLS.
 RF0114'0.4 MILE SOUTHWEST ALONG THE BANGOR AND AROOSTOOK RAILROAD
 RF0114'FROM THE RAILROAD DEPOT AT ISLAND FALLS, ON STATE HIGHWAY 159,
 RF0114'ABOUT 40 FEET SOUTH AND ACROSS DITCH FROM TRACK, 17 1/2 FEET
 RF0114'NORTH OF APPROXIMATE CENTERLINE OF HIGHWAY, 2 FEET WEST OF
 RF0114'UTILITY POLE NO. 35 AND 3.3 FEET SOUTHWEST OF WHITE METAL
 RF0114'WITNESS POST, SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES
 RF0114'AND ABOUT LEVEL WITH THE ROAD.  NOTE-- AZIMUTH MARK CAN BE
 RF0114'REACH FROM THE JUNCTION OF U.S. HIGHWAY 2 AND STATE HIGHWAY
 RF0114'159 IN ISLAND FALLS.  GO WESTERLY ON STATE HIGHWAY 159 FOR
 RF0114'0.85 MILE TO MARK ON RIGHT (NORTH) SIDE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0514 ***********************************************************************
 QH0514  DESIGNATION -  FISH IBC
 QH0514  PID         -  QH0514
 QH0514  STATE/COUNTY-  ME/OXFORD
 QH0514  USGS QUAD   -  MOOSE BOG (1989)
 QH0514
 QH0514                         *CURRENT SURVEY CONTROL
 QH0514  ___________________________________________________________________
 QH0514* NAD 83(1996)-  45 20 37.16996(N)    071 00 05.04276(W)     ADJUSTED  
 QH0514* NAVD 88     -       945.     (meters)    3100.     (feet)  SCALED    
 QH0514  ___________________________________________________________________
 QH0514  LAPLACE CORR-           2.30  (seconds)                    DEFLEC99
 QH0514  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 QH0514
 QH0514  HORZ ORDER  -  THIRD
 QH0514
 QH0514.The horizontal coordinates were established by classical geodetic methods
 QH0514.and adjusted by the National Geodetic Survey in March 1998..
 QH0514
 QH0514.The orthometric height was scaled from a topographic map.
 QH0514
 QH0514.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0514
 QH0514.The geoid height was determined by GEOID03.
 QH0514
 QH0514;                    North         East     Units Scale Factor Converg.
 QH0514;SPC ME W     -   279,261.889   834,580.690   MT  1.00001927   -0 35 37.7
 QH0514;SPC NH       -   316,165.728   352,137.851   MT  1.00000008   +0 28 23.7
 QH0514;SPC NH       - 1,037,287.06  1,155,305.60   sFT  1.00000008   +0 28 23.7
 QH0514;UTM  19      - 5,023,076.027   343,205.140   MT  0.99990228   -1 25 26.2
 QH0514
 QH0514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0514!SPC ME W     -   0.99985594  x   1.00001927  =   0.99987521
 QH0514!SPC NH       -   0.99985594  x   1.00000008  =   0.99985602
 QH0514!UTM  19      -   0.99985594  x   0.99990228  =   0.99975824
 QH0514
 QH0514:                Primary Azimuth Mark                     Grid Az
 QH0514:SPC ME W     -  WOBURN IBC                               057 39 19.0
 QH0514:SPC NH       -  WOBURN IBC                               056 35 17.6
 QH0514:UTM  19      -  WOBURN IBC                               058 29 07.5
 QH0514
 QH0514|---------------------------------------------------------------------|
 QH0514| PID    Reference Object                     Distance      Geod. Az  |
 QH0514|                                                           dddmmss.s |
 QH0514| QH0416 WOBURN IBC                          APPROX. 8.3 KM 0570341.3 |
 QH0514| QH0520 NEIL IBC                            112.522 METERS 12837     |
 QH0514|---------------------------------------------------------------------|
 QH0514
 QH0514                          SUPERSEDED SURVEY CONTROL
 QH0514
 QH0514  NAD 83(1992)-  45 20 37.16967(N)    071 00 05.04001(W) AD(       ) 3
 QH0514  NAD 83(1992)-  45 20 37.17588(N)    071 00 05.03621(W) AD(       ) 3
 QH0514  NAD 83(1986)-  45 20 37.17313(N)    071 00 05.03863(W) AD(       ) 3
 QH0514  NAD 27      -  45 20 37.00800(N)    071 00 06.77700(W) AD(       ) 3
 QH0514
 QH0514.Superseded values are not recommended for survey control.
 QH0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0514.See file dsdata.txt to determine how the superseded data were derived.
 QH0514
 QH0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL4320523076(NAD 83)
 QH0514_MARKER: DD = SURVEY DISK
 QH0514_SETTING: 80 = SET IN A BOULDER
 QH0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0514+STABILITY: SURFACE MOTION
 QH0514_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QH0514+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2006
 QH0514
 QH0514  HISTORY     - Date     Condition        Report By
 QH0514  HISTORY     - 1916     MONUMENTED       IBC
 QH0514  HISTORY     - 1940     GOOD             IBC
 QH0514  HISTORY     - 20060712 GOOD             GEOCAC
 QH0514
 QH0514                          STATION DESCRIPTION
 QH0514
 QH0514'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1916 (JH)
 QH0514'IN TOWNSHIP 4, RANGE 6, ON THE SOUTHEAST PEAK OF SADDLE HILL, ABOUT
 QH0514'4 MILES SOUTHEAST OF CHESHAM, QUEBEC, ONE - HALF MILE SOUTHEAST OF
 QH0514'MONUMENT 470.  THE STATION IS NEAR THE SOUTHEAST EDGE OF THE FLAT
 QH0514'TOP OF THE PEAK.
 QH0514'
 QH0514'STATION MARK--A BRONZE DISK CEMENTED IN A DRILL HOLE IN THE ROCK.
 QH0514'MONUMENT 469 - 12 IS 8.68 FEET DISTANT, S 83 DEG 21 MIN E, FROM THE
 QH0514'STATION.
 QH0514
 QH0514                          STATION RECOVERY (1940)
 QH0514
 QH0514'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1940 (FHB)
 QH0514'STATION RECOVERED IN GOOD CONDITION.
 QH0514
 QH0514                          STATION RECOVERY (2006)
 QH0514
 QH0514'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 QH0514'THE MARK WAS RECOVERED IN GOOD CONDITION.
 QH0514' 
 QH0514'THIS AREA OF THE BOUNDARY SWATH WAS OVERGROWN AND HAD CONSIDERABLE
 QH0514'SLASH UNDERFOOT.  THE MARK WAS FOUND WITH THE HELP OF A HANDHELD GPSR
 QH0514'AT THE HIGH POINT ON THE EAST END OF THE TOP OF THE SOUTHEAST SUMMIT
 QH0514'OF SADDLE HILL.
 QH0514' 
 QH0514'THE MARK WAS ABOUT 8 FEET SOUTHEAST (TOWARDS THE US SIDE) OF THE
 QH0514'CENTER OF THE SWATH AND ABOUT 10 FEET FROM A WITNESS SIGN FOR BOUNDARY
 QH0514'MONUMENT 469-12 (WHICH WE COULD NOT FIND AFTER A BRIEF SEARCH). THE
 QH0514'MARK WAS SET IN A ROCK, FLUSH WITH THE GROUND, BETWEEN OTHER BOULDERS
 QH0514'AND SMALL TREES AND COVERED BY ABOUT 2 INCHES OF MOSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0063 ***********************************************************************
 SF0063  DESIGNATION -  FISH MEDT
 SF0063  PID         -  SF0063
 SF0063  STATE/COUNTY-  ME/AROOSTOOK
 SF0063  USGS QUAD   -  EAGLE LAKE (1985)
 SF0063
 SF0063                         *CURRENT SURVEY CONTROL
 SF0063  ___________________________________________________________________
 SF0063* NAD 83(1986)-  47 00 50.     (N)    068 35 40.     (W)     SCALED    
 SF0063* NAVD 88     -       183.588  (meters)     602.32   (feet)  ADJUSTED  
 SF0063  ___________________________________________________________________
 SF0063  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 SF0063  DYNAMIC HT  -         183.611 (meters)     602.40  (feet)  COMP
 SF0063  MODELED GRAV-     980,734.3   (mgal)                       NAVD 88
 SF0063
 SF0063  VERT ORDER  -  FIRST     CLASS II
 SF0063
 SF0063.The horizontal coordinates were scaled from a topographic map and have
 SF0063.an estimated accuracy of +/- 6 seconds.
 SF0063
 SF0063.The orthometric height was determined by differential leveling
 SF0063.and adjusted by the National Geodetic Survey in June 1991..
 SF0063
 SF0063.The geoid height was determined by GEOID03.
 SF0063
 SF0063.The dynamic height is computed by dividing the NAVD 88
 SF0063.geopotential number by the normal gravity value computed on the
 SF0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0063.degrees latitude (g = 980.6199 gals.).
 SF0063
 SF0063.The modeled gravity was interpolated from observed gravity values.
 SF0063
 SF0063;                    North         East    Units  Estimated Accuracy
 SF0063;SPC ME E     -   371,970.      292,820.      MT  (+/- 180 meters Scaled)
 SF0063
 SF0063                          SUPERSEDED SURVEY CONTROL
 SF0063
 SF0063.No superseded survey control is available for this station.
 SF0063
 SF0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN308067(NAD 83)
 SF0063_MARKER: DD = SURVEY DISK
 SF0063_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SF0063_SP_SET: BRIDGE ABUTMENT
 SF0063_STAMPING: BM FISH 1977
 SF0063_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SF0063
 SF0063  HISTORY     - Date     Condition        Report By
 SF0063  HISTORY     - 1977     MONUMENTED       MEDT
 SF0063  HISTORY     - 1978     GOOD             NGS
 SF0063
 SF0063                          STATION DESCRIPTION
 SF0063
 SF0063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 SF0063'1.25 MI SOUTH FROM EAGLE LAKE.
 SF0063'1.25 MILES SOUTH ALONG STATE HIGHWAY 11 FROM ST. MARYS CHURCH AT
 SF0063'EAGLE LAKE, AT THE SOUTHEAST CORNER OF A CONCRETE BRIDGE OVER FISH
 SF0063'RIVER, IN THE TOP OF THE EAST END OF THE SOUTH ABUTMENT, 17.7 FT.
 SF0063'EAST OF THE CENTER LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1792 ***********************************************************************
 OC1792  DESIGNATION -  FISH PT
 OC1792  PID         -  OC1792
 OC1792  STATE/COUNTY-  ME/CUMBERLAND
 OC1792  USGS QUAD   -  PORTLAND EAST (1975)
 OC1792
 OC1792                         *CURRENT SURVEY CONTROL
 OC1792  ___________________________________________________________________
 OC1792* NAD 83(1996)-  43 39 57.87317(N)    070 14 19.26565(W)     ADJUSTED  
 OC1792* NAVD 88     -         6.30   (+/-2cm)      20.7    (feet)  VERTCON   
 OC1792  ___________________________________________________________________
 OC1792  LAPLACE CORR-           3.61  (seconds)                    DEFLEC99
 OC1792  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 OC1792
 OC1792  HORZ ORDER  -  SECOND
 OC1792  VERT ORDER  -  THIRD ? (See Below)
 OC1792
 OC1792.The horizontal coordinates were established by classical geodetic methods
 OC1792.and adjusted by the National Geodetic Survey in March 1998..
 OC1792
 OC1792.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC1792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC1792.The vertical order pertains to the NGVD 29 superseded value.
 OC1792
 OC1792.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1792
 OC1792.The geoid height was determined by GEOID03.
 OC1792
 OC1792;                    North         East     Units Scale Factor Converg.
 OC1792;SPC ME W     -    92,515.139   894,191.587   MT  0.99996708   -0 02 59.0
 OC1792;UTM  19      - 4,835,531.124   400,133.876   MT  0.99972267   -0 51 19.2
 OC1792
 OC1792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1792!SPC ME W     -   1.00000311  x   0.99996708  =   0.99997019
 OC1792!UTM  19      -   1.00000311  x   0.99972267  =   0.99972578
 OC1792
 OC1792:                Primary Azimuth Mark                     Grid Az
 OC1792:SPC ME W     -  MACKEY USE 1909                          008 50 58.3
 OC1792:UTM  19      -  MACKEY USE 1909                          009 39 18.5
 OC1792
 OC1792|---------------------------------------------------------------------|
 OC1792| PID    Reference Object                     Distance      Geod. Az  |
 OC1792|                                                           dddmmss.s |
 OC1792| OC1726 MACKEY USE 1909                     APPROX. 2.3 KM 0084759.3 |
 OC1792| OC1502 YARMOUTH COUSINS IS CMP MAST        APPROX.11.8 KM 0371008.0 |
 OC1792| CE8379 PILES                                              04446     |
 OC1792| OC1795 GREAT DIAMOND IS STANDPIPE          APPROX. 4.0 KM 0613218.3 |
 OC1792| OC1790 PEAKS ISLAND STANDPIPE              APPROX. 3.8 KM 1053143.0 |
 OC1792| OC1789 SOUTH PORTLAND CONG SPIRE           APPROX. 3.5 KM 1805103.2 |
 OC1792| OC1797 WEST GRAVES                         APPROX. 3.8 KM 3255035.2 |
 OC1792|---------------------------------------------------------------------|
 OC1792
 OC1792                          SUPERSEDED SURVEY CONTROL
 OC1792
 OC1792  NAD 83(1992)-  43 39 57.87177(N)    070 14 19.26650(W) AD(       ) 2
 OC1792  NAD 83(1986)-  43 39 57.87768(N)    070 14 19.27209(W) AD(       ) 2
 OC1792  NAD 27      -  43 39 57.58453(N)    070 14 21.11070(W) AD(       ) 2
 OC1792  NGVD 29 (07/19/86)    6.52   (m)           21.4    (f) LEVELING    3  
 OC1792
 OC1792.Superseded values are not recommended for survey control.
 OC1792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1792.See file dsdata.txt to determine how the superseded data were derived.
 OC1792
 OC1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0013435531(NAD 83)
 OC1792_MARKER: Z = SEE DESCRIPTION
 OC1792_SETTING: 66 = SET IN ROCK OUTCROP
 OC1792
 OC1792  HISTORY     - Date     Condition        Report By
 OC1792  HISTORY     - 1975     MONUMENTED       USE
 OC1792  HISTORY     - 1975     SEE DESCRIPTION  NGS
 OC1792
 OC1792                          STATION DESCRIPTION
 OC1792
 OC1792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 OC1792'THE STATION IS BELIEVED TO BE FISH PT BUT CAN NOT BE IDENTIFIED
 OC1792'FOR CERTAIN BECAUSE THE MARK IS UNREADABLE AND NO PREVIOUS
 OC1792'DESCRIPTION IS AVAILABLE.  THE STATION HAS APPARENTLY BEEN
 OC1792'CONSIDERED LOST.  THEREFORE A NEW DESCRIPTION FOLLOWS.
 OC1792'
 OC1792'THE STATION IS LOCATED IN THE EASTERN PART OF PORTLAND NEAR THE
 OC1792'OCEAN BELOW EASTERN PROMENADE ABOUT 1-1/2 MILES WEST OF LITTLE
 OC1792'DIAMOND ISLAND, 1-1/2 MILES SOUTH OF MACKWORTH ISLAND AND 1-1/4
 OC1792'MILES EAST OF BACK COVE.
 OC1792'
 OC1792'TO REACH THE STATION FROM TUKEYS BRIDGE OVER THE INLET TO BACK
 OC1792'COVE, GO SOUTH ON INTERSTATE 295 FOR 0.1 MILE TO EXIT 8/MILE 6
 OC1792'(WASHINGTON AVENUE AND STATE ROUTE 26).  TAKE THE EXIT AND GO
 OC1792'SOUTH ON STATE ROUTE 26 AND WASHINGTON AVENUE FOR 0.4 MILE TO
 OC1792'JUNCTION WITH EASTERN PROMENADE AVENUE, TURN LEFT AND GO UPHILL
 OC1792'FIRST NORTH AND THEN BEAR RIGHT AND GO SOUTHEAST FOR 1.1 MILES
 OC1792'TO ENTRANCE TO FORT ALLEN PARK ON THE LEFT.  TURN LEFT AND GO
 OC1792'0.05 MILE TO PARKING AREA AND PARK.  FROM HERE WALK PAST THE
 OC1792'CROWS NEST OF THE U.S.S. PORTLAND AND GO EAST DOWN STEEP BANK
 OC1792'ACROSS RAILROAD TRACKS TO EXPOSED LEDGE OUTCROP AND THE
 OC1792'STATION ON TOP OF THE LEDGE.
 OC1792'
 OC1792'THE STATION IS A STANDARD U.S. ARMY CORPS OF ENGINEERS DISK
 OC1792'WEDGED IN A DRILL HOLE IN LEDGE OUTCROP.  THE ONLY STAMPING
 OC1792'READABLE ON THE DISK IS ENGINEER DEPARTMENT.  IT IS FLUSH WITH
 OC1792'THE LEDGE AND 4.0 FEET EAST OF THE WEST FACE OF THE LEDGE, 61.5
 OC1792'FEET NORTHWEST OF THE APPROXIMATE HIGH WATER LINE AND 152.0 FEET
 OC1792'EAST OF THE CENTER LINE OF THE MAIN LINE OF THE RAILROAD TRACKS.
 OC1792'
 OC1792'REFERENCE MARK 1 IS A STANDARD MAINE STATE HIGHWAY COMMISSION
 OC1792'DISK STAMPED PILES 1972, CEMENTED IN A DRILL HOLE IN A LARGE
 OC1792'BOULDER NEAR THE HIGH WATER LINE.  THE MARK IS FLUSH WITH THE
 OC1792'BOULDER AND 11.5 FEET EAST OF THE BOTTOM OF A GRASSY KNOLL.
 OC1792'
 OC1792'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 OC1792'
 OC1792'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OC1792'IN THE EASTERN PART OF PORTLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DH6184 ***********************************************************************
 DH6184  DESIGNATION -  FISH RESET
 DH6184  PID         -  DH6184
 DH6184  STATE/COUNTY-  ME/AROOSTOOK
 DH6184  USGS QUAD   -  ISLAND FALLS (1986)
 DH6184
 DH6184                         *CURRENT SURVEY CONTROL
 DH6184  ___________________________________________________________________
 DH6184* NAD 83(1996)-  46 00 46.18078(N)    068 17 26.85186(W)     ADJUSTED  
 DH6184* NAVD 88     -       140.     (meters)     459.     (feet)  SCALED    
 DH6184  ___________________________________________________________________
 DH6184  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 DH6184  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 DH6184
 DH6184  HORZ ORDER  -  SECOND
 DH6184
 DH6184.The horizontal coordinates were established by classical geodetic methods
 DH6184.and adjusted by the National Geodetic Survey in March 1998..
 DH6184
 DH6184.The orthometric height was scaled from a topographic map.
 DH6184
 DH6184.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6184
 DH6184.The geoid height was determined by GEOID03.
 DH6184
 DH6184;                    North         East     Units Scale Factor Converg.
 DH6184;SPC ME E     -   260,720.944   316,200.561   MT  0.99990323   +0 09 01.9
 DH6184;UTM  19      - 5,095,717.258   554,902.863   MT  0.99963706   +0 30 37.0
 DH6184
 DH6184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6184!SPC ME E     -   0.99998183  x   0.99990323  =   0.99988506
 DH6184!UTM  19      -   0.99998183  x   0.99963706  =   0.99961890
 DH6184
 DH6184:                Primary Azimuth Mark                     Grid Az
 DH6184:SPC ME E     -  MAY MOUNTAIN FIRE TOWER                  064 06 05.2
 DH6184:UTM  19      -  MAY MOUNTAIN FIRE TOWER                  063 44 30.1
 DH6184
 DH6184|---------------------------------------------------------------------|
 DH6184| PID    Reference Object                     Distance      Geod. Az  |
 DH6184|                                                           dddmmss.s |
 DH6184| RF0712 MAY MOUNTAIN FIRE TOWER             APPROX. 3.4 KM 0641507.1 |
 DH6184| RF0114 FISH AZ MK                                         0670440.9 |
 DH6184| RF0113 FISH RM 1                            39.380 METERS 08346     |
 DH6184| RF0111 FISH RM 2                            34.532 METERS 16345     |
 DH6184|---------------------------------------------------------------------|
 DH6184
 DH6184                          SUPERSEDED SURVEY CONTROL
 DH6184
 DH6184  NAD 83(1992)-  46 00 46.17792(N)    068 17 26.84769(W) AD(       ) 2
 DH6184  NAD 83(1986)-  46 00 46.18236(N)    068 17 26.86280(W) AD(       ) 2
 DH6184  NAD 27      -  46 00 45.99380(N)    068 17 28.76870(W) AD(       ) 2
 DH6184
 DH6184.Superseded values are not recommended for survey control.
 DH6184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6184.See file dsdata.txt to determine how the superseded data were derived.
 DH6184
 DH6184_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL5490395717(NAD 83)
 DH6184_MARKER: DS = TRIANGULATION STATION DISK
 DH6184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH6184_STAMPING: FISH 1959 1983
 DH6184_MARK LOGO: NGS   
 DH6184_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6184+STABILITY: SURFACE MOTION
 DH6184
 DH6184  HISTORY     - Date     Condition        Report By
 DH6184  HISTORY     - 19830919 MONUMENTED       NGS
 DH6184
 DH6184                          STATION DESCRIPTION
 DH6184
 DH6184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 DH6184'THE STATION MARK WAS RECOVERED TILTED OVER, HAVING BEEN HIT BY A PLOW
 DH6184'AS IT IS IN THE EDGE OF A GARDEN PLOT.  THE MARK WAS RESET OVER THE
 DH6184'UNDERGROUND MARK.  REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 DH6184'CONDITION AND THE DISTANCES TO THE MARKS AND THE DIRECTION BETWEEN THE
 DH6184'MARKS CHECKED.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED.
 DH6184'IT WAS PROBABLY DESTROYED WHEN INTERSTATE HIGHWAY 95 WAS BUILT.  THERE
 DH6184'WAS NOT SUITABLE LOCATION TO SET A NEW AZIMUTH MARK.  THE MAY MOUNTAIN
 DH6184'FIRE TOWER IS VISIBLE FROM THE GROUND ON A CLEAR DAY.  A NEW
 DH6184'DESCRIPTION FOLLOWS.
 DH6184' 
 DH6184'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI) WEST NORTHWEST OF ISLAND
 DH6184'FALLS, 0.4 KM (0.25 MI) SOUTH OF FISH STREAM, 65 YARDS WEST OF THE
 DH6184'PROPERTY OWNERS HOUSE AND ON A STRIP OF GROUND BETWEEN OLD HIGHWAY 159
 DH6184'AND THE AROOSTOOK-BANGOR RAILROAD TRACKS.
 DH6184' 
 DH6184'OWNERSHIP- JOSEPH GRANT, OLD PATTEN ROAD, ISLAND FALLS, MAINE.
 DH6184' 
 DH6184'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 AND
 DH6184'STATE HIGHWAY 159 AT THE WEST SIDE OF ISLAND FALLS, GO WEST ON HIGHWAY
 DH6184'159 FOR 1.1 KM (0.7 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 DH6184'NORTHEAST ON OLD HIGHWAY 159 FOR 0.8 KM (0.5 MI) TO THE STATION ON THE
 DH6184'LEFT.
 DH6184' 
 DH6184'THE STATION IS A STANDARD NGS DISK STAMPED--FISH 1959 1983--, SET INTO
 DH6184'THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES OR 30 CM ON SIDE
 DH6184'PROJECTING 3 INCHES OR 8 CM ABOVE THE GROUND LOCATED 114.0 FT (34.7 M)
 DH6184'NW FROM THE CENTER OF PAVED ROAD, 20.0 FT (6.1 M) NNW FROM A 14-INCH
 DH6184'CEDAR TREE, 6.5 FT (2.0 M) SE FROM THE TWELVETH CEDAR TREE FROM THE
 DH6184'WEST END OF A ROW OF TREES, AND 2.0 FT (0.6 M) SW FROM A METAL WITNESS
 DH6184'POST.
 DH6184' 
 DH6184'THE UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED--FISH 1959--, SET
 DH6184'INTO AN IRREGULAR MASS OF CONCRETE 3.0 FT (0.9 M) BELOW THE SURFACE.
 DH6184' 
 DH6184'REFERENCE MARK NO 1 IS A STANDARD NGS DISK STAMPED--FISH NO 1 1959--,
 DH6184'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES OR 30 CM ON
 DH6184'SIDE PROJECTING 2 INCHES OR 5 CM ABOVE THE GROUND LOCATED 86.0 FT
 DH6184'(26.2 M) W FROM THE CENTER OF DRIVEWAY, 23.0 FT (7.0 M) NE FROM THE
 DH6184'CENTER OF THE ROAD, 4.0 FT (1.2 M) W FROM A POWERLINE POLE, AND 3.7 FT
 DH6184'(1.1 M) LOWER THAN THE STATION.
 DH6184' 
 DH6184'REFERENCE MARK N 2 IS A STANDARD NGS DISK STAMPED--FISH NO 2 1959--,
 DH6184'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES OR 30 CM ON
 DH6184'SIDE FLUSH WITH GROUND LOCATED 23.0 FT (7.0 M) NW FROM THE CENTER OF
 DH6184'PAVED ROAD, AND 3.0 FT (0.9 M) NE FROM A POWERLINE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0113 ***********************************************************************
 RF0113  DESIGNATION -  FISH RM 1
 RF0113  PID         -  RF0113
 RF0113  STATE/COUNTY-  ME/AROOSTOOK
 RF0113  USGS QUAD   -  ISLAND FALLS (1986)
 RF0113
 RF0113                         *CURRENT SURVEY CONTROL
 RF0113  ___________________________________________________________________
 RF0113* NAD 83(1986)-  46 00 45.     (N)    068 17 26.     (W)     SCALED    
 RF0113* NAVD 88     -       139.689  (meters)     458.30   (feet)  ADJUSTED  
 RF0113  ___________________________________________________________________
 RF0113  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 RF0113  DYNAMIC HT  -         139.695 (meters)     458.32  (feet)  COMP
 RF0113  MODELED GRAV-     980,654.8   (mgal)                       NAVD 88
 RF0113
 RF0113  VERT ORDER  -  SECOND    CLASS 0
 RF0113
 RF0113.The horizontal coordinates were scaled from a topographic map and have
 RF0113.an estimated accuracy of +/- 6 seconds.
 RF0113
 RF0113.The orthometric height was determined by differential leveling
 RF0113.and adjusted by the National Geodetic Survey in June 1991..
 RF0113
 RF0113.The geoid height was determined by GEOID03.
 RF0113
 RF0113.The dynamic height is computed by dividing the NAVD 88
 RF0113.geopotential number by the normal gravity value computed on the
 RF0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0113.degrees latitude (g = 980.6199 gals.).
 RF0113
 RF0113.The modeled gravity was interpolated from observed gravity values.
 RF0113
 RF0113;                    North         East    Units  Estimated Accuracy
 RF0113;SPC ME E     -   260,690.      316,220.      MT  (+/- 180 meters Scaled)
 RF0113
 RF0113                          SUPERSEDED SURVEY CONTROL
 RF0113
 RF0113  NGVD 29 (??/??/92)  139.860  (m)          458.86   (f) ADJ UNCH    2 0
 RF0113
 RF0113.Superseded values are not recommended for survey control.
 RF0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0113.See file dsdata.txt to determine how the superseded data were derived.
 RF0113
 RF0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL549956(NAD 83)
 RF0113_MARKER: DR = REFERENCE MARK DISK
 RF0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RF0113_STAMPING: FISH NO 1 1959
 RF0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0113+STABILITY: SURFACE MOTION
 RF0113
 RF0113  HISTORY     - Date     Condition        Report By
 RF0113  HISTORY     - 1959     MONUMENTED       CGS
 RF0113  HISTORY     - 1983     GOOD             NGS
 RF0113
 RF0113                          STATION DESCRIPTION
 RF0113
 RF0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RF0113'1.1 MI SW FROM ISLAND FALLS.
 RF0113'1.1 MILES SOUTHWEST ALONG STATE HIGHWAY 159 FROM THE JUNCTION
 RF0113'OF U.S. HIGHWAY 2 AND STATE HIGHWAY 159 AT ISLAND FALLS, ABOUT
 RF0113'0.25 MILE SOUTH OF FISH STREAM, 23 1/2 FEET NORTH OF APPROXIMATE
 RF0113'CENTERLINE OF HIGHWAY, 4 FEET WEST OF UTILITY POLE, SET IN TOP
 RF0113'OF A CONCRETE POST PROJECTING 2 INCHES, 129.2 FEET EAST OF THE
 RF0113'STATION, ABOUT LEVEL WITH THE ROAD.
 RF0113
 RF0113                          STATION RECOVERY (1983)
 RF0113
 RF0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RF0113'TO REACH THE MARK FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 AND
 RF0113'STATE HIGHWAY 159 AT THE WEST SIDE OF ISLAND FALLS, GO WEST ON
 RF0113'HIGHWAY 159 FOR 1.1 KM (0.7 MI) TO A SIDE ROAD RIGHT. TURN RIGHT AND
 RF0113'GO NORTHEAST ON OLD HIGHWAY 159 FOR 0.8 KM (0.5 MI) TO THE MAKE ON
 RF0113'THE LEFT. IT IS 26.2 METERS (86 FT) WEST OF THE CENTER OF A DRIVEWAY,
 RF0113'7.0 METERS (23 FT) NORTHEAST OF THE CENTER OF THE ROAD AND 1.2 METERS
 RF0113'(4 FT) WEST OF A POWERLINE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0111 ***********************************************************************
 RF0111  DESIGNATION -  FISH RM 2
 RF0111  PID         -  RF0111
 RF0111  STATE/COUNTY-  ME/AROOSTOOK
 RF0111  USGS QUAD   -  ISLAND FALLS (1986)
 RF0111
 RF0111                         *CURRENT SURVEY CONTROL
 RF0111  ___________________________________________________________________
 RF0111* NAD 83(1986)-  46 00 45.     (N)    068 17 26.     (W)     SCALED    
 RF0111* NAVD 88     -       140.792  (meters)     461.92   (feet)  ADJUSTED  
 RF0111  ___________________________________________________________________
 RF0111  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 RF0111  DYNAMIC HT  -         140.798 (meters)     461.93  (feet)  COMP
 RF0111  MODELED GRAV-     980,654.8   (mgal)                       NAVD 88
 RF0111
 RF0111  VERT ORDER  -  SECOND    CLASS 0
 RF0111
 RF0111.The horizontal coordinates were scaled from a topographic map and have
 RF0111.an estimated accuracy of +/- 6 seconds.
 RF0111
 RF0111.The orthometric height was determined by differential leveling
 RF0111.and adjusted by the National Geodetic Survey in June 1991..
 RF0111
 RF0111.The geoid height was determined by GEOID03.
 RF0111
 RF0111.The dynamic height is computed by dividing the NAVD 88
 RF0111.geopotential number by the normal gravity value computed on the
 RF0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0111.degrees latitude (g = 980.6199 gals.).
 RF0111
 RF0111.The modeled gravity was interpolated from observed gravity values.
 RF0111
 RF0111;                    North         East    Units  Estimated Accuracy
 RF0111;SPC ME E     -   260,690.      316,220.      MT  (+/- 180 meters Scaled)
 RF0111
 RF0111                          SUPERSEDED SURVEY CONTROL
 RF0111
 RF0111  NGVD 29 (??/??/92)  140.963  (m)          462.48   (f) ADJ UNCH    2 0
 RF0111
 RF0111.Superseded values are not recommended for survey control.
 RF0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0111.See file dsdata.txt to determine how the superseded data were derived.
 RF0111
 RF0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL549956(NAD 83)
 RF0111_MARKER: DR = REFERENCE MARK DISK
 RF0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RF0111_STAMPING: FISH NO 2 1959
 RF0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0111+STABILITY: SURFACE MOTION
 RF0111
 RF0111  HISTORY     - Date     Condition        Report By
 RF0111  HISTORY     - 1959     MONUMENTED       CGS
 RF0111  HISTORY     - 1983     GOOD             NGS
 RF0111
 RF0111                          STATION DESCRIPTION
 RF0111
 RF0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RF0111'1.1 MI SW FROM ISLAND FALLS.
 RF0111'1.1 MILES SOUTHWEST ALONG STATE HIGHWAY 159 FROM THE JUNCTION
 RF0111'OF U.S. HIGHWAY 2 AND STATE HIGHWAY 159 AT ISLAND FALLS, ABOUT
 RF0111'0.25 MILE SOUTH OF FISH STREAM, 22 FEET NORTH OF APPROXIMATE
 RF0111'CENTERLINE OF HIGHWAY, 3 FEET NORTHEAST OF A UTILITY POLE, 113.3
 RF0111'FEET SOUTHEAST OF THE STATION, SET IN TOP OF A CONCRETE POST
 RF0111'PROJECTING 2 INCHES AND ABOUT LEVEL WITH THE ROAD.
 RF0111
 RF0111                          STATION RECOVERY (1983)
 RF0111
 RF0111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RF0111'TO REACH THE MARK FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 AND
 RF0111'STATE HIGHWAY 159 AT THE WEST SIDE OF ISLAND FALLS, GO WEST ON
 RF0111'HIGHWAY 159 FOR 1.1 KM (0.7 MI) TO A SIDE ROAD RIGHT. TURN RIGHT AND
 RF0111'GO NORTHWEST ON OLD HIGHWAY 159 FOR 0.8 KM (0.5 MI) TO THE MARK ON
 RF0111'THE LEFT. IT IS 7 METERS (23 FT) NORTHWEST OF THE CENTER OF THE ROAD
 RF0111'AND 0.9 METER (3 FT) NORTHEAST OF A POWERLINE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2353 ***********************************************************************
 PE2353  DESIGNATION -  FISHERMANS EAST GABLE
 PE2353  PID         -  PE2353
 PE2353  STATE/COUNTY-  ME/KNOX
 PE2353  USGS QUAD   -  THOMASTON (1973)
 PE2353
 PE2353                         *CURRENT SURVEY CONTROL
 PE2353  ___________________________________________________________________
 PE2353* NAD 83(1996)-  44 03 41.38416(N)    069 11 25.13175(W)     ADJUSTED  
 PE2353* NAVD 88     -                                                        
 PE2353  ___________________________________________________________________
 PE2353  LAPLACE CORR-           2.78  (seconds)                    DEFLEC99
 PE2353  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 PE2353
 PE2353  HORZ ORDER  -  THIRD
 PE2353
 PE2353.The horizontal coordinates were established by classical geodetic methods
 PE2353.and adjusted by the National Geodetic Survey in March 1998..
 PE2353
 PE2353
 PE2353.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2353
 PE2353.The geoid height was determined by GEOID03.
 PE2353
 PE2353;                    North         East     Units Scale Factor Converg.
 PE2353;SPC ME E     -    44,096.591   244,695.216   MT  0.99993761   -0 28 48.3
 PE2353;SPC ME W     -   136,909.607   978,226.094   MT  1.00004190   +0 40 44.5
 PE2353;UTM  19      - 4,878,720.663   484,757.482   MT  0.99960286   -0 07 56.5
 PE2353
 PE2353                          SUPERSEDED SURVEY CONTROL
 PE2353
 PE2353  NAD 83(1992)-  44 03 41.38952(N)    069 11 25.11243(W) AD(       ) 4
 PE2353  NAD 83(1986)-  44 03 41.39358(N)    069 11 25.11912(W) AD(       ) 4
 PE2353  NAD 27      -  44 03 41.10000(N)    069 11 26.95000(W) AD(       ) 3
 PE2353
 PE2353.Superseded values are not recommended for survey control.
 PE2353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2353.See file dsdata.txt to determine how the superseded data were derived.
 PE2353
 PE2353_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ8475778721(NAD 83)
 PE2353
 PE2353  HISTORY     - Date     Condition        Report By
 PE2353  HISTORY     - 1863     MONUMENTED       CGS
 PE2353  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2353
 PE2353                          STATION DESCRIPTION
 PE2353
 PE2353'DESCRIBED BY COAST AND GEODETIC SURVEY 1863 (CF)
 PE2353'THE STATION IS ON THE E GABLE OF THE MOST EASTERLY SMOKE OR FISH
 PE2353'HOUSE ON THE SHORE OF THE W BANK OF THE SAINT GEORGE RIVER,
 PE2353'816.1 METERS SW OF BROWNS HILL TRIANGULATION STATION, ABOUT 4 OR
 PE2353'5 METERS W OF THE SHORE LINE OF THE SAINT GEORGE RIVER.
 PE2353
 PE2353                          STATION RECOVERY (1943)
 PE2353
 PE2353'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2353'STATION IS LOST.  THERE IS NO TRACE OF A BUILDING IN THIS VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2088 ***********************************************************************
 OC2088  DESIGNATION -  FISHING HOUSE FLAGSTAFF
 OC2088  PID         -  OC2088
 OC2088  STATE/COUNTY-  ME/YORK
 OC2088  USGS QUAD   -  WELLS (1979)
 OC2088
 OC2088                         *CURRENT SURVEY CONTROL
 OC2088  ___________________________________________________________________
 OC2088* NAD 83(1996)-  43 20 26.27323(N)    070 30 03.55776(W)     ADJUSTED  
 OC2088* NAVD 88     -                                                        
 OC2088  ___________________________________________________________________
 OC2088  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 OC2088  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 OC2088
 OC2088  HORZ ORDER  -  THIRD
 OC2088
 OC2088.The horizontal coordinates were established by classical geodetic methods
 OC2088.and adjusted by the National Geodetic Survey in March 1998..
 OC2088
 OC2088
 OC2088.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2088
 OC2088.The geoid height was determined by GEOID03.
 OC2088
 OC2088;                    North         East     Units Scale Factor Converg.
 OC2088;SPC ME W     -    56,410.400   872,891.061   MT  0.99997570   -0 13 46.0
 OC2088;UTM  19      - 4,799,736.377   378,334.087   MT  0.99978209   -1 01 49.1
 OC2088
 OC2088                          SUPERSEDED SURVEY CONTROL
 OC2088
 OC2088  NAD 83(1992)-  43 20 26.27197(N)    070 30 03.55896(W) AD(       ) 4
 OC2088  NAD 83(1986)-  43 20 26.27733(N)    070 30 03.56485(W) AD(       ) 4
 OC2088  NAD 27      -  43 20 25.96300(N)    070 30 05.39900(W) AD(       ) 3
 OC2088
 OC2088.Superseded values are not recommended for survey control.
 OC2088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2088.See file dsdata.txt to determine how the superseded data were derived.
 OC2088
 OC2088_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH7833499736(NAD 83)
 OC2088
 OC2088  HISTORY     - Date     Condition        Report By
 OC2088  HISTORY     - UNK      MONUMENTED
 OC2088  HISTORY     - 1928     SEE DESCRIPTION  CGS
 OC2088
 OC2088                          STATION DESCRIPTION
 OC2088
 OC2088'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (GCM)
 OC2088'NO LOCAL INFORMATION COULD BE OBTAINED.  STATION PROBABLY LOST,
 OC2088'AS THE POINT IS DENSELY BUILT UP BY MODERN HOUSES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2023 ***********************************************************************
 OC2023  DESIGNATION -  FISHING ROCK SPINDLE
 OC2023  PID         -  OC2023
 OC2023  STATE/COUNTY-  ME/YORK
 OC2023  USGS QUAD   -  KENNEBUNKPORT (1975)
 OC2023
 OC2023                         *CURRENT SURVEY CONTROL
 OC2023  ___________________________________________________________________
 OC2023* NAD 83(1996)-  43 20 11.00867(N)    070 28 45.57504(W)     ADJUSTED  
 OC2023* NAVD 88     -                                                        
 OC2023  ___________________________________________________________________
 OC2023  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 OC2023  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 OC2023
 OC2023  HORZ ORDER  -  THIRD
 OC2023
 OC2023.The horizontal coordinates were established by classical geodetic methods
 OC2023.and adjusted by the National Geodetic Survey in March 1998..
 OC2023
 OC2023
 OC2023.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2023
 OC2023.The geoid height was determined by GEOID03.
 OC2023
 OC2023;                    North         East     Units Scale Factor Converg.
 OC2023;SPC ME W     -    55,932.531   874,645.781   MT  0.99997457   -0 12 52.5
 OC2023;UTM  19      - 4,799,234.128   380,081.614   MT  0.99977689   -1 00 55.3
 OC2023
 OC2023                          SUPERSEDED SURVEY CONTROL
 OC2023
 OC2023  NAD 83(1992)-  43 20 11.00741(N)    070 28 45.57628(W) AD(       ) 4
 OC2023  NAD 83(1986)-  43 20 11.01281(N)    070 28 45.58201(W) AD(       ) 4
 OC2023  NAD 27      -  43 20 10.69500(N)    070 28 47.41400(W) AD(       ) 3
 OC2023
 OC2023.Superseded values are not recommended for survey control.
 OC2023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2023.See file dsdata.txt to determine how the superseded data were derived.
 OC2023
 OC2023_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH8008299234(NAD 83)
 OC2023
 OC2023  HISTORY     - Date     Condition        Report By
 OC2023  HISTORY     - UNK      MONUMENTED
 OC2023  HISTORY     - 1928     SEE DESCRIPTION  CGS
 OC2023  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OC2023
 OC2023                          STATION DESCRIPTION
 OC2023
 OC2023'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (GCM)
 OC2023'STATION RECOVERED INTACT.
 OC2023
 OC2023                          STATION RECOVERY (1953)
 OC2023
 OC2023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EHK)
 OC2023'THE BASE OF THE SPINDLE WAS FOUND CUT OFF LEVEL WITH THE
 OC2023'ROCKS.  LOCAL INFORMATION INDICATES THAT THE SPINDLE WAS REMOVED
 OC2023'ABOUT 15 YEARS AGO.
 OC2023'
 OC2023'A NEW FISHING ROCK DAYBEACON HAS BEEN ERECTED ABOUT 2 FT. N
 OC2023'OF THE SITE OF THE OLD STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2058 ***********************************************************************
 OC2058  DESIGNATION -  FIVE POINTS
 OC2058  PID         -  OC2058
 OC2058  STATE/COUNTY-  ME/YORK
 OC2058  USGS QUAD   -  BIDDEFORD (1975)
 OC2058
 OC2058                         *CURRENT SURVEY CONTROL
 OC2058  ___________________________________________________________________
 OC2058* NAD 83(1996)-  43 28 54.73559(N)    070 28 39.04720(W)     ADJUSTED  
 OC2058* NAVD 88     -        46.6    (meters)     153.     (feet)  VERTCON   
 OC2058  ___________________________________________________________________
 OC2058  LAPLACE CORR-           4.17  (seconds)                    DEFLEC99
 OC2058  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 OC2058
 OC2058  HORZ ORDER  -  SECOND
 OC2058
 OC2058.The horizontal coordinates were established by classical geodetic methods
 OC2058.and adjusted by the National Geodetic Survey in March 1998..
 OC2058
 OC2058.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2058
 OC2058.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2058
 OC2058.The geoid height was determined by GEOID03.
 OC2058
 OC2058;                    North         East     Units Scale Factor Converg.
 OC2058;SPC ME W     -    72,094.355   874,853.083   MT  0.99997444   -0 12 50.0
 OC2058;UTM  19      - 4,815,388.265   380,514.988   MT  0.99977561   -1 01 00.6
 OC2058
 OC2058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2058!SPC ME W     -   0.99999683  x   0.99997444  =   0.99997127
 OC2058!UTM  19      -   0.99999683  x   0.99977561  =   0.99977244
 OC2058
 OC2058|---------------------------------------------------------------------|
 OC2058| PID    Reference Object                     Distance      Geod. Az  |
 OC2058|                                                           dddmmss.s |
 OC2058| OC2057 FIVE POINTS RM 1                     13.746 METERS 05235     |
 OC2058| CE8149 FIVE POINTS RM 2                     14.741 METERS 15106     |
 OC2058| OC2059 FIVE POINTS AZ MK A PT              385.857 METERS 24952     |
 OC2058| OC2060 FIVE POINTS AZ MK                   391.141 METERS 25036     |
 OC2058| OC2647 SACO YORK CABLE CORP ANTENNA        APPROX. 3.8 KM 3230821.0 |
 OC2058|---------------------------------------------------------------------|
 OC2058
 OC2058                          SUPERSEDED SURVEY CONTROL
 OC2058
 OC2058  NAD 83(1992)-  43 28 54.73433(N)    070 28 39.04841(W) AD(       ) 2
 OC2058  NAD 83(1986)-  43 28 54.74008(N)    070 28 39.05451(W) AD(       ) 2
 OC2058  NAD 27      -  43 28 54.43577(N)    070 28 40.86935(W) AD(       ) 2
 OC2058  NGVD 29 (07/19/86)   46.8    (m)          154.     (f) VERT ANG       
 OC2058
 OC2058.Superseded values are not recommended for survey control.
 OC2058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2058.See file dsdata.txt to determine how the superseded data were derived.
 OC2058
 OC2058_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ8051515388(NAD 83)
 OC2058_MARKER: DS = TRIANGULATION STATION DISK
 OC2058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC2058_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC2058_STAMPING: FIVE POINTS 1976
 OC2058_MARK LOGO: NGS   
 OC2058_MAGNETIC: N = NO MAGNETIC MATERIAL
 OC2058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC2058+STABILITY: SURFACE MOTION
 OC2058
 OC2058  HISTORY     - Date     Condition        Report By
 OC2058  HISTORY     - 1976     MONUMENTED       NGS
 OC2058  HISTORY     - 1980     GOOD             NGS
 OC2058  HISTORY     - 19800101 GOOD             NGS
 OC2058
 OC2058                          STATION DESCRIPTION
 OC2058
 OC2058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2058'THE STATION IS LOCATED ABOUT 0.35 MILE WEST OF BLIDDEFORD,
 OC2058'7.5 MILES NORTHEAST OF KENNEBUNK, 6 MILES EAST-SOUTHEAST
 OC2058'OF GOODWINS MILL.
 OC2058'
 OC2058'TO REACH THE STATION FROM THE JUNCTION OF STATE
 OC2058'ROUTES 1 AND 111 IN BLIDDEFORD, GO WESTERLY ON STATE
 OC2058'ROUTE 111 FOR 0.35 MILE TO THE EAST ENTRANCE TO THE
 OC2058'FIVE POINTS SHOPPING CENTER AND THE STATION ON THE RIGHT.
 OC2058'
 OC2058'THE STATION MARK IS A STANDARD DISK STAMPED-FIVE POINTS 1976-
 OC2058'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST WHICH
 OC2058'IS FLUSH WITH THE GROUND SURFACE.  THE UNDERGROUND STATION
 OC2058'MARK IS A STANDARD DISK STAMPED-FIVE POINTS 1976-SET IN THE
 OC2058'TOP OF AN IRREGULAR MASS OF CONCRETE WHICH IS ABOUT 40 INCHES
 OC2058'BELOW THE GROUND SURFACE.  IT IS 30.0 FEET EAST-NORTHEAST OF
 OC2058'POWER POLE WITH NO NUMBER, 25.2 FEET NORTH OF THE CENTERLINE
 OC2058'OF STATE ROUTE 111, AND 3.3 FEET SOUTH OF A METAL WITNESS POST.
 OC2058'
 OC2058'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK STAMPED-FIVE
 OC2058'POINT NO 1 1976-SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OC2058'POST WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 40.0 FEET
 OC2058'NORTH OF THE CENTERLINE  OF STATE ROUTE 111, 15.0 FEET WEST-SOUTHWEST
 OC2058'OF A SIGN POST (FIVE POINTS SHOPPING CENTER), AND 3.5 FEET SOUTH
 OC2058'OF A METAL WITNESS POSTS.
 OC2058'
 OC2058'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK STAMPED FIVE
 OC2058'POINTS NO 2 1976, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OC2058'POST WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 50.4 FEET
 OC2058'WEST OF A 36-INCH MAPLE TREE, 22.8 FEET SOUTH OF THE CENTERLINE
 OC2058'OF STATE ROUTE 111, 41.6 FEET EAST OF POWER POLE J78-203-722-NET
 OC2058'AND 3.6 FEET NORTH OF A METAL WITNESS POST.
 OC2058'
 OC2058'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED-FIVE
 OC2058'POINT AZ 1976-SET IN A DRILL HOLE IN THE BRIDGE SIDEWALK ON THE
 OC2058'SOUTHEAST CORNER OF THE STATE ROUTE 111 BRIDGE OVER THE RAILROAD
 OC2058'TRACKS.  IT IS FLUSH WITH THE SIDEWALK.  IT IS 3.8 FEET NORTH OF
 OC2058'A METAL WITNESS POST, 17.0 FEET SOUTH OF THE CENTERLINE OF STATE
 OC2058'ROUTE 111 AND 5.2 FEET NORTHEAST OF THE CENTER OF THE FIRST
 OC2058'CONCRETE HAND RAIL POST AT THE SOUTHEAST CORNER OF THE BRIDGE.
 OC2058'
 OC2058'TO REACH THE AZIMUTH MARK FROM THE STATION GO WESTERLY ON
 OC2058'STATE ROUTE 111 FOR 0.3 MILE TO THE AZIMUTH ON THE LEFT.
 OC2058
 OC2058                          STATION RECOVERY (1980)
 OC2058
 OC2058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 OC2058'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 OC2058'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 2 WAS DESTROYED WHEN A
 OC2058'BANK WAS BUILT ACROSS THE ROAD.  NO DESCRIPTION WAS AVAILABLE TO
 OC2058'CHECK THE DISTANCE AND DIRECTION TO REFERENCE MARK 1.  REFERENCE MARK
 OC2058'3 WAS ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 OC2058'
 OC2058'THE STATION IS LOCATED IN BIDDEFORD, AT THE SOUTHEAST CORNER OF THE
 OC2058'GROUNDS FOR THE FIVE POINTS SHOPPING CENTER AND ALONG THE NORTH SIDE
 OC2058'OF STATE HIGHWAY 111.
 OC2058'
 OC2058'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE
 OC2058'HIGHWAY 111, IN THE SOUTH PART OF BIDDEFORD, GO WEST ON HIGHWAY 111
 OC2058'FOR 0.4 MILE TO THE ENTRANCE TO THE SHOPPING CENTER AND THE STATION
 OC2058'ON THE RIGHT.
 OC2058'
 OC2058'THE STATION MARK STAMPED---FIVE POINTS 1976---IS A STANDARD DISK SET
 OC2058'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OC2058'GROUND.  IT IS 95 FEET WEST OF THE CENTER OF THE ENTRANCE ROAD TO THE
 OC2058'SHOPPING CENTER, 61 FEET WEST OF THE SHOPPING CENTER SIGN, 30 FEET
 OC2058'EAST OF A GUY-LINE POLE AND 25 FEET NORTH OF THE CENTER OF HIGHWAY
 OC2058'111.
 OC2058'
 OC2058'REFERENCE MARK 1 STAMPED---FIVE POINT NO 1 1976---IS A STANDARD DISK
 OC2058'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH
 OC2058'THE GROUND.  IT IS 51 FEET WEST OF THE CENTER OF THE ENTRANCE ROAD TO
 OC2058'THE SHOPPING CENTER, 39.5 FEET NORTH OF THE CENTER OF HIGHWAY 111 AND
 OC2058'15.5 FEET WEST OF THE SHOPPING CENTER SIGN.
 OC2058'
 OC2058'REFERENCE MARK 3 STAMPED---FIVE POINTS 1976 NO 3 1980---IS A STANDARD
 OC2058'DISK CEMENTED IN A DRILL HOLE IN THE WEST CONCRETE RAMP FOR DRIVE-IN
 OC2058'BANKING.  IT IS 76.5 FEET SOUTH OF THE CENTER OF HIGHWAY 111, 14 FEET
 OC2058'SOUTHEAST OF THE NORTHEAST CORNER OF THE BIDDEFORD SAVINGS BANK AND
 OC2058'1.5 FEET SOUTH OF THE NORTH END OF THE RAMP.
 OC2058'
 OC2058'THE AZIMUTH MARK STAMPED---FIVE POINTS AZ 1976---IS A STANDARD
 OC2058'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN THE SOUTHEAST ABUTMENT
 OC2058'OF THE CONCRETE BRIDGE OVER THE RAILROAD TRACKS.  IT IS 17 FEET SOUTH
 OC2058'OF THE CENTER OF HIGHWAY 111, 7.5 FEET NORTH OF POWERLINE POLE NUMBER
 OC2058'J 88 AND 5 FEET EAST OF THE EAST END OF THE CONCRETE RAILING.
 OC2058'
 OC2058'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON HIGHWAY 111
 OC2058'FOR 0.25 MILE TO THE MARK ON THE LEFT.
 OC2058
 OC2058                          STATION RECOVERY (1980)
 OC2058
 OC2058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 OC2058'THE STATION MARK, REFERENCE MARK 1, AND THE AZIMUTH MARK WERE
 OC2058'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 2 WAS DESTROYED WHEN A
 OC2058'BANK WAS BUILT ACROSS THE ROAD.  NO DESCRIPTION WAS AVAILABLE TO CHECK
 OC2058'THE DISTANCE AND DIRECTION TO REFERENCE MARK 1.  REFERENCE MARK 3 WAS
 OC2058'ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 OC2058' 
 OC2058'THE STATION IS LOCATED IN BIDDEFORD, AT THE SOUTHEAST CORNER OF THE
 OC2058'GROUNDS FOR FIVE POINTS SHOPPING CENTER AND ALONG THE NORTH SIDE OF
 OC2058'STATE HIGHWAY 111.  TO REACH THE STATION FROM THE JUNCTION OF US
 OC2058'HIGHWAY 1 AND STATE HIGHWAY 111, IN THE SOUTH PART OF BIDDEFORD, GO
 OC2058'WEST ON HIGHWAY 111 FOR 0.4 MI (0.6 KM) TO THE ENTRANCE TO THE
 OC2058'SHOPPING CENTER AND THE STATION ON THE RIGHT.
 OC2058' 
 OC2058'THE STATION MARK STAMPED--FIVE POINTS 1976--, IS A STANDARD DISK SET
 OC2058'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OC2058'GROUND.  IT IS 95 FT (29.0 M) WEST OF THE CENTER OF THE ENTRANCE ROAD
 OC2058'TO THE SHOPPING CENTER, 61 FT (18.6 M) WEST OF THE SHOPPING CENTER
 OC2058'SIGN, 30 FT (9.1 M) EAST OF A GUY-LINE POLE AND 25 FT (7.6 M) NORTH OF
 OC2058'THE CENTER OF HIGHWAY.  REFERENCE MARK 1 STAMPED--FIVE POINT NO 1
 OC2058'1976--, IS A STANDARD DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 OC2058'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 51 FT (15.5 M) WEST OF
 OC2058'THE CENTER OF THE ENTRANCE ROAD TO THE SHOPPING CENTER, 39.5 FT (12.0
 OC2058'M) NORTH OF THE CENTER OF HIGHWAY 111 AND 15.5 FT (4.7 M) WEST OF THE
 OC2058'SHOPPING CENTER SIGN.  REFERENCE MARK 3 STAMPED--FIVE POINTS 1976 NO 3
 OC2058'1980--, IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE WEST
 OC2058'CONCRETE RAMP FOR DRIVE-IN BANKING.  IT IS 76.5 FT (23.3 M) SOUTH OF
 OC2058'THE CENTER OF HIGHWAY 111, 14 FT (4.3 M) SOUTHEAST OF THE NORTHEAST
 OC2058'CORNER OF THE BIDDEFORD SAVINGS BANK AND 1.5 FT (0.5 M) SOUTH OF THE
 OC2058'NORTH END OF THE RAMP.  THE AZIMUTH MARK STAMPED--FIVE POINTS AZ
 OC2058'1976--, IS A STANDARD REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN
 OC2058'THE SOUTHEAST ABUTMENT OF THE CONCRETE BRIDGE OVER THE RAILROAD
 OC2058'TRACKS.  IT IS 17 FT (5.2 M) SOUTH OF THE CENTER OF HIGHWAY 111, 7.5
 OC2058'FT (2.3 M) NORTH OF POWERLINE POLE NUMBER J 88 AND 5 FT (1.5 M) EAST
 OC2058'OF THE EAST END OF THE CONCRETE RAILING.  TO REACH THE AZIMUTH MARK
 OC2058'FROM THE STATION, GO WEST ON HIGHWAY 111 FOR 0.25 MI (0.40 KM) TO THE
 OC2058'MARK ON THE LEFT.  DESCRIBED BY ALFRED BAUGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1174 ***********************************************************************
 OC1174  DESIGNATION -  FLAG
 OC1174  PID         -  OC1174
 OC1174  STATE/COUNTY-  ME/YORK
 OC1174  USGS QUAD   -  OLD ORCHARD BEACH (1975)
 OC1174
 OC1174                         *CURRENT SURVEY CONTROL
 OC1174  ___________________________________________________________________
 OC1174* NAD 83(1996)-  43 33 09.91722(N)    070 25 32.07537(W)     ADJUSTED  
 OC1174* NAVD 88     -        45.907  (meters)     150.61   (feet)  ADJUSTED  
 OC1174  ___________________________________________________________________
 OC1174  LAPLACE CORR-           3.95  (seconds)                    DEFLEC99
 OC1174  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 OC1174  DYNAMIC HT  -          45.901 (meters)     150.59  (feet)  COMP
 OC1174  MODELED GRAV-     980,492.9   (mgal)                       NAVD 88
 OC1174
 OC1174  HORZ ORDER  -  FIRST
 OC1174  VERT ORDER  -  SECOND    CLASS I
 OC1174
 OC1174.The horizontal coordinates were established by classical geodetic methods
 OC1174.and adjusted by the National Geodetic Survey in March 1998..
 OC1174
 OC1174.The orthometric height was determined by differential leveling
 OC1174.and adjusted by the National Geodetic Survey in June 1991..
 OC1174
 OC1174.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1174
 OC1174.The geoid height was determined by GEOID03.
 OC1174
 OC1174.The dynamic height is computed by dividing the NAVD 88
 OC1174.geopotential number by the normal gravity value computed on the
 OC1174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1174.degrees latitude (g = 980.6199 gals.).
 OC1174
 OC1174.The modeled gravity was interpolated from observed gravity values.
 OC1174
 OC1174;                    North         East     Units Scale Factor Converg.
 OC1174;SPC ME W     -    79,955.110   879,079.167   MT  0.99997205   -0 10 42.2
 OC1174;UTM  19      - 4,823,187.397   384,849.999   MT  0.99976310   -0 58 56.5
 OC1174
 OC1174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1174!SPC ME W     -   0.99999693  x   0.99997205  =   0.99996898
 OC1174!UTM  19      -   0.99999693  x   0.99976310  =   0.99976003
 OC1174
 OC1174|---------------------------------------------------------------------|
 OC1174| PID    Reference Object                     Distance      Geod. Az  |
 OC1174|                                                           dddmmss.s |
 OC1174| OC1175 FLAG RM 1                            26.508 METERS 03301     |
 OC1174| OC1900 S PORTLAND RAD STA WCSH SW TWR      APPROX.10.2 KM 0550513.3 |
 OC1174| OC1901 S PORTLAND RAD STA WCSH NE TWR      APPROX.10.3 KM 0551324.1 |
 OC1174| OC1912 SCARBOROUGH FAA MICROWAVE           APPROX.10.1 KM 0554132.2 |
 OC1174| OC1913 SCARBORO STATE POLICE MICRO         APPROX. 9.9 KM 0584009.2 |
 OC1174| OC1899 SCARBORO GREEN STANDPIPE            APPROX. 8.3 KM 0593621.5 |
 OC1174| OC1929 CASCADE RM 2                        APPROX. 1.7 KM 0832845.1 |
 OC1174| OC2067 HOOPER RESET                        APPROX.11.4 KM 2264741.8 |
 OC1174| OC1176 FLAG RM 2                            23.445 METERS 23513     |
 OC1174| CE8150 FLAG AZ MK                                         3444150.8 |
 OC1174|---------------------------------------------------------------------|
 OC1174
 OC1174                          SUPERSEDED SURVEY CONTROL
 OC1174
 OC1174  NAD 83(1992)-  43 33 09.91593(N)    070 25 32.07649(W) AD(       ) 1
 OC1174  NAD 83(1986)-  43 33 09.92189(N)    070 25 32.08234(W) AD(       ) 1
 OC1174  NAD 27      -  43 33 09.62358(N)    070 25 33.90059(W) AD(       ) 1
 OC1174  NGVD 29 (??/??/92)   46.126  (m)          151.33   (f) ADJ UNCH    2 1
 OC1174
 OC1174.Superseded values are not recommended for survey control.
 OC1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1174.See file dsdata.txt to determine how the superseded data were derived.
 OC1174
 OC1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ8485023187(NAD 83)
 OC1174_MARKER: DD = SURVEY DISK
 OC1174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC1174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OC1174_STAMPING: FLAG 1974
 OC1174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC1174+STABILITY: SURFACE MOTION
 OC1174
 OC1174  HISTORY     - Date     Condition        Report By
 OC1174  HISTORY     - 1974     MONUMENTED       MEDT
 OC1174  HISTORY     - 1975     GOOD             MEDT
 OC1174
 OC1174                          STATION DESCRIPTION
 OC1174
 OC1174'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 OC1174'6.8 MI SW FROM SCARBOROUGH.
 OC1174'ABOUT 6.8 MILES SOUTHWESTERLY ALONG THE MAINE TURNPIKE SOUTHBOUND FROM
 OC1174'TOLL GATE NO. 6A IN SCARBOROUGH TO MILE POST 36 IN SACO.  A DISK SET
 OC1174'FLUSH IN THE TOP OF A CYLINDRICAL CONCRETE POST 94.8 FEET SOUTHEAST OF
 OC1174'MILE POST 36, 112 FEET SOUTHEAST OF THE CENTERLINE OF THE MAINE
 OC1174'TURNPIKE NORTHBOUND, 13.7 NORTHWEST OF THE RIGHT-OF-WAY FENCE, 15.3
 OC1174'FEET NORTHEAST OF A BLAZED 13-INCH PINE TREE AND 1 FOOT BELOW THE
 OC1174'SURFACE OF THE MAINE TURNPIKE NORTHBOUND.
 OC1174
 OC1174                          STATION RECOVERY (1975)
 OC1174
 OC1174'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1975 (RCA)
 OC1174'THE STATION IS LOCATED ABOUT 1 MILE SOUTH OF THE CUMBERLAND-YORK
 OC1174'COUNTY LINE, 3.7 MILES NORTHWEST OF OLD ORCHARD BEACH, 4 MILES
 OC1174'NORTH-NORTHEAST OF BIDDEFORD-SACO, 10 MILES SOUTHWEST OF
 OC1174'PORTLAND, 2.3 MILES SOUTHWEST OF WEST SCARBORO, AND ON PROPERTY
 OC1174'OWNED BY THE MAINE TURNPIKE AUTHORITY.
 OC1174'
 OC1174'TO REACH THE STATION FROM THE CENTER OF THE MAINE TURNPIKE
 OC1174'BRIDGE OVER THE SACO RIVER, GO NORTHWEST ON THE MAINE TURNPIKE
 OC1174'NORTHBOUND LANE FOR 4.8 MILES TO MILE POST 36, AND THE STATION
 OC1174'ON THE RIGHT IN A GROVE OF LARGE PINES.
 OC1174'
 OC1174'THE STATION IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 OC1174'DISK STAMPED 1974 FLAG, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OC1174'CONCRETE MONUMENT FLUSH WITH THE SURFACE OF THE GROUND.  THE
 OC1174'UNDERGROUND MARK IS A 4-INCH BRASS ROD WITH A CRIMPED-ON TOP
 OC1174'STAMPED FLAG 1974, SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 42
 OC1174'INCHES BELOW THE SURFACE MARK.  THE STATION MARK IS 13.7 FEET
 OC1174'NORTH-NORTHWEST OF THE RIGHT-OF-WAY FENCE, 15.3 FEET NORTHEAST
 OC1174'OF A TRIANGULAR BLAZED 13-INCH PINE, 112 FEET SOUTH-SOUTHEAST
 OC1174'OF THE CENTERLINE OF THE MAINE TURNPIKE NORTHBOUND LANE, 94.8
 OC1174'FEET EAST-SOUTHEAST OF MILE POST 36, AND ABOUT 1 FOOT LOWER
 OC1174'THAN THE ROAD.
 OC1174'
 OC1174'REFERENCE MARK 1 IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 OC1174'DISK STAMPED RM 1 1974 FLAG, SET IN THE TOP OF A 12-INCH
 OC1174'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE SURFACE OF THE
 OC1174'GROUND.  IT IS 21 FEET NORTH-NORTHWEST OF THE RIGHT-OF-WAY FENCE,
 OC1174'AND 105 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF THE MAINE
 OC1174'TURNPIKE NORTHBOUND LANE.
 OC1174'
 OC1174'REFERENCE MARK 2 IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 OC1174'DISK STAMPED RM 2 1974 FLAG, SET IN THE TOP OF A 12-INCH
 OC1174'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE SURFACE OF THE
 OC1174'GROUND.  IT IS 37.0 FEET NORTH-NORTHWEST OF THE RIGHT-OF-WAY
 OC1174'FENCE, 89.0 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF THE MAINE
 OC1174'TURNPIKE NORTHBOUND LANE, 68.7 FEET SOUTH OF MILE POST 36, AND
 OC1174'61.8 FEET WEST-SOUTHWEST OF A TRIANGULAR BLAZED 13-INCH PINE.
 OC1174'
 OC1174'THE AZIMUTH MARK IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 OC1174'DISK STAMPED AZI 1974 FLAG, SET IN THE TOP OF A 12-INCH
 OC1174'CYLINDRICAL CONCRETE POST WHICH PROJECTS 1 INCH ABOVE THE
 OC1174'GROUND.  IT IS 1 FOOT NORTHWEST OF A METAL WITNESS POST AND SIGN,
 OC1174'19.1 FEET NORTHEAST OF THE CENTERLINE OF THE FLAG POND ROAD,
 OC1174'4.1 FEET NORTH-NORTHEAST OF THE END OF THE GUARD RAIL, AND 72
 OC1174'PACES WEST-NORTHWEST OF THE FLAG POND ROAD BRIDGE OVER THE
 OC1174'MAINE TURNPIKE.
 OC1174'
 OC1174'TO REACH THE AZIMUTH MARK FROM THE STATION, WALK DIAGONALLY
 OC1174'ACROSS THE MAINE TURNPIKE NORTH-NORTHWEST FOR 0.05 MILES, THEN
 OC1174'UP THE EMBANKMENT TO THE FLAG POND ROAD AND THE AZIMUTH MARK ON
 OC1174'THE NORTHEAST SIDE OF THE ROAD.
 OC1174'
 OC1174'HEIGHT OF LIGHT ABOVE STATION MARK 31 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1943 ***********************************************************************
 PE1943  DESIGNATION -  FLAG
 PE1943  PID         -  PE1943
 PE1943  STATE/COUNTY-  ME/HANCOCK
 PE1943  USGS QUAD   -  NEWBURY NECK (1981)
 PE1943
 PE1943                         *CURRENT SURVEY CONTROL
 PE1943  ___________________________________________________________________
 PE1943* NAD 83(1996)-  44 22 30.62116(N)    068 25 12.49117(W)     ADJUSTED  
 PE1943* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 PE1943  ___________________________________________________________________
 PE1943  LAPLACE CORR-           6.97  (seconds)                    DEFLEC99
 PE1943  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 PE1943
 PE1943  HORZ ORDER  -  THIRD
 PE1943
 PE1943.The horizontal coordinates were established by classical geodetic methods
 PE1943.and adjusted by the National Geodetic Survey in March 1998..
 PE1943
 PE1943.The orthometric height was scaled from a topographic map.
 PE1943
 PE1943.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1943
 PE1943.The geoid height was determined by GEOID03.
 PE1943
 PE1943;                    North         East     Units Scale Factor Converg.
 PE1943;SPC ME E     -    78,719.196   306,364.414   MT  0.99990050   +0 03 21.1
 PE1943;UTM  19      - 4,913,707.289   546,196.113   MT  0.99962624   +0 24 19.9
 PE1943
 PE1943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1943!SPC ME E     -   1.00000338  x   0.99990050  =   0.99990388
 PE1943!UTM  19      -   1.00000338  x   0.99962624  =   0.99962962
 PE1943
 PE1943:                Primary Azimuth Mark                     Grid Az
 PE1943:SPC ME E     -  ALLEY 1944                               033 31 22.6
 PE1943:UTM  19      -  ALLEY 1944                               033 10 23.8
 PE1943
 PE1943|---------------------------------------------------------------------|
 PE1943| PID    Reference Object                     Distance      Geod. Az  |
 PE1943|                                                           dddmmss.s |
 PE1943| PE1948 ALLEY 1944                          APPROX. 4.0 KM 0333443.7 |
 PE1943| PE1928 HAM 1944                            201.636 METERS 28101     |
 PE1943|---------------------------------------------------------------------|
 PE1943
 PE1943                          SUPERSEDED SURVEY CONTROL
 PE1943
 PE1943  NAD 83(1992)-  44 22 30.62001(N)    068 25 12.48027(W) AD(       ) 3
 PE1943  NAD 83(1986)-  44 22 30.61974(N)    068 25 12.48407(W) AD(       ) 3
 PE1943  NAD 27      -  44 22 30.34000(N)    068 25 14.40600(W) AD(       ) 3
 PE1943
 PE1943.Superseded values are not recommended for survey control.
 PE1943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1943.See file dsdata.txt to determine how the superseded data were derived.
 PE1943
 PE1943_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK4619613707(NAD 83)
 PE1943
 PE1943  HISTORY     - Date     Condition        Report By
 PE1943  HISTORY     - 1944     MONUMENTED       CGS
 PE1943
 PE1943                          STATION DESCRIPTION
 PE1943
 PE1943'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1943'STATION IS AN UNMARKED AUXILIARY POINT.  STATION HAM 1944 IS
 PE1943'ABOUT 200 METERS AWAY.
 PE1943'
 PE1943'SUB. STA. FLAGG IS LOW BUSH IN LEDGE ROCK OUTCROP APPROXIMATELY
 PE1943'34 METERS SOUTH OF FLAGG 1944.
 PE1943'
 PE1943'THESE STATIONS ARE LOCATED ON THE HUB JUST EAST OF NORTH POINT,
 PE1943'BARTLETT ISLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2559 ***********************************************************************
 PE2559  DESIGNATION -  FLAG
 PE2559  PID         -  PE2559
 PE2559  STATE/COUNTY-  ME/WALDO
 PE2559  USGS QUAD   -  CAPE ROSIER (1979)
 PE2559
 PE2559                         *CURRENT SURVEY CONTROL
 PE2559  ___________________________________________________________________
 PE2559* NAD 83(1996)-  44 21 34.17977(N)    068 51 57.86493(W)     ADJUSTED  
 PE2559* NAVD 88     -        -1.     (meters)      -3.     (feet)  SCALED    
 PE2559  ___________________________________________________________________
 PE2559  LAPLACE CORR-           2.59  (seconds)                    DEFLEC99
 PE2559  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 PE2559
 PE2559  HORZ ORDER  -  THIRD
 PE2559
 PE2559.The horizontal coordinates were established by classical geodetic methods
 PE2559.and adjusted by the National Geodetic Survey in March 1998..
 PE2559.No horizontal observational check was made to the station.
 PE2559
 PE2559.The orthometric height was scaled from a topographic map.
 PE2559
 PE2559.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2559
 PE2559.The geoid height was determined by GEOID03.
 PE2559
 PE2559;                    North         East     Units Scale Factor Converg.
 PE2559;SPC ME E     -    77,039.296   270,819.409   MT  0.99991047   -0 15 21.4
 PE2559;UTM  19      - 4,911,811.072   510,672.386   MT  0.99960140   +0 05 37.1
 PE2559
 PE2559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2559!SPC ME E     -   1.00000413  x   0.99991047  =   0.99991460
 PE2559!UTM  19      -   1.00000413  x   0.99960140  =   0.99960553
 PE2559
 PE2559                          SUPERSEDED SURVEY CONTROL
 PE2559
 PE2559  NAD 83(1992)-  44 21 34.18662(N)    068 51 57.84524(W) AD(       ) 3
 PE2559  NAD 83(1986)-  44 21 34.16645(N)    068 51 57.84902(W) AD(       ) 3
 PE2559
 PE2559.Superseded values are not recommended for survey control.
 PE2559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2559.See file dsdata.txt to determine how the superseded data were derived.
 PE2559
 PE2559_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1067211811(NAD 83)
 PE2559_MARKER: DD = SURVEY DISK
 PE2559_SETTING: 66 = SET IN ROCK OUTCROP
 PE2559_SP_SET: SET IN ROCK OUTCROP
 PE2559_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2559_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE2559+STABILITY: POSITION/ELEVATION WELL
 PE2559
 PE2559  HISTORY     - Date     Condition        Report By
 PE2559  HISTORY     - 1983     MONUMENTED       NOS
 PE2559
 PE2559                          STATION DESCRIPTION
 PE2559
 PE2559'DESCRIBED BY NATIONAL OCEAN SERVICE 1983 (RST)
 PE2559'THE STATION IS LOCATED ON THE EAST SIDE OF ISLESBORO ISLAND,
 PE2559'NORTH OF PARKER COVE AND SOUTH OF COOMBS POINT ON THE
 PE2559'SOUTHEAST TIP OF POINT COMFORT.
 PE2559'
 PE2559'THE STATION MUST BE REACHED BY BOAT.
 PE2559'
 PE2559'THE STATION IS A PLAIN BRONZE DISK 5 CM IN DIAMETER STAMPED
 PE2559'---FLAG 1982---, SET IN A MASS OF CONCRETE IN A ROCK OUTCROPPING.
 PE2559'IT IS LOCATED
 PE2559'55 METERS (180 FT) SOUTHEAST FROM AN OLD WOODEN FLAGPOLE, AND
 PE2559'3.0 METERS (10 FT) WEST FROM HIGH WATER.
 PE2559'
 PE2559'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1175 ***********************************************************************
 OC1175  DESIGNATION -  FLAG RM 1
 OC1175  PID         -  OC1175
 OC1175  STATE/COUNTY-  ME/YORK
 OC1175  USGS QUAD   -  OLD ORCHARD BEACH (1975)
 OC1175
 OC1175                         *CURRENT SURVEY CONTROL
 OC1175  ___________________________________________________________________
 OC1175* NAD 83(1986)-  43 33 10.     (N)    070 25 35.     (W)     SCALED    
 OC1175* NAVD 88     -        45.517  (meters)     149.33   (feet)  ADJUSTED  
 OC1175  ___________________________________________________________________
 OC1175  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 OC1175  DYNAMIC HT  -          45.511 (meters)     149.31  (feet)  COMP
 OC1175  MODELED GRAV-     980,492.8   (mgal)                       NAVD 88
 OC1175
 OC1175  VERT ORDER  -  SECOND    CLASS I
 OC1175
 OC1175.The horizontal coordinates were scaled from a topographic map and have
 OC1175.an estimated accuracy of +/- 6 seconds.
 OC1175
 OC1175.The orthometric height was determined by differential leveling
 OC1175.and adjusted by the National Geodetic Survey in June 1991..
 OC1175
 OC1175.The geoid height was determined by GEOID03.
 OC1175
 OC1175.The dynamic height is computed by dividing the NAVD 88
 OC1175.geopotential number by the normal gravity value computed on the
 OC1175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1175.degrees latitude (g = 980.6199 gals.).
 OC1175
 OC1175.The modeled gravity was interpolated from observed gravity values.
 OC1175
 OC1175;                    North         East    Units  Estimated Accuracy
 OC1175;SPC ME W     -    79,960.      879,010.      MT  (+/- 180 meters Scaled)
 OC1175
 OC1175                          SUPERSEDED SURVEY CONTROL
 OC1175
 OC1175  NGVD 29 (??/??/92)   45.736  (m)          150.05   (f) ADJ UNCH    2 1
 OC1175
 OC1175.Superseded values are not recommended for survey control.
 OC1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1175.See file dsdata.txt to determine how the superseded data were derived.
 OC1175
 OC1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ847231(NAD 83)
 OC1175_MARKER: DD = SURVEY DISK
 OC1175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC1175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OC1175_STAMPING: FLAG RM-1 1974
 OC1175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC1175+STABILITY: SURFACE MOTION
 OC1175
 OC1175  HISTORY     - Date     Condition        Report By
 OC1175  HISTORY     - 1974     MONUMENTED       MEDT
 OC1175
 OC1175                          STATION DESCRIPTION
 OC1175
 OC1175'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 OC1175'6.8 MI SW FROM SCARBOROUGH.
 OC1175'ABOUT 6.8 MILES SOUTHWESTERLY ALONG THE MAINE TURNPIKE SOUTHBOUND FROM
 OC1175'TOLL GATE NO. 6A IN SCARBOROUGH TO MILE POST 36 IN SACO.  A DISK SET
 OC1175'FLUSH IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND 86.97 FEET
 OC1175'NORTHEAST OF THE STATION MARK, 105 FEET SOUTHEAST OF THE CENTERLINE OF
 OC1175'THE MAINE TURNPIKE NORTHBOUND, 21 FEET NORTHWEST OF THE RIGHT-OF-WAY
 OC1175'FENCE.  ALSO, 134 FEET SOUTHEASTERLY FROM THE NORTHERLY END OF A PAVED
 OC1175'200 FOOT LONG CROSSOVER AREA BETWEEN THE NORTHBOUND AND SOUTHBOUND
 OC1175'LANES AND ABOUT 2 FEET BELOW THE SURFACE OF THE NORTHBOUND LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1176 ***********************************************************************
 OC1176  DESIGNATION -  FLAG RM 2
 OC1176  PID         -  OC1176
 OC1176  STATE/COUNTY-  ME/YORK
 OC1176  USGS QUAD   -  OLD ORCHARD BEACH (1975)
 OC1176
 OC1176                         *CURRENT SURVEY CONTROL
 OC1176  ___________________________________________________________________
 OC1176* NAD 83(1986)-  43 33 10.     (N)    070 25 35.     (W)     SCALED    
 OC1176* NAVD 88     -        45.886  (meters)     150.54   (feet)  ADJUSTED  
 OC1176  ___________________________________________________________________
 OC1176  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 OC1176  DYNAMIC HT  -          45.881 (meters)     150.53  (feet)  COMP
 OC1176  MODELED GRAV-     980,492.8   (mgal)                       NAVD 88
 OC1176
 OC1176  VERT ORDER  -  SECOND    CLASS I
 OC1176
 OC1176.The horizontal coordinates were scaled from a topographic map and have
 OC1176.an estimated accuracy of +/- 6 seconds.
 OC1176
 OC1176.The orthometric height was determined by differential leveling
 OC1176.and adjusted by the National Geodetic Survey in June 1991..
 OC1176
 OC1176.The geoid height was determined by GEOID03.
 OC1176
 OC1176.The dynamic height is computed by dividing the NAVD 88
 OC1176.geopotential number by the normal gravity value computed on the
 OC1176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1176.degrees latitude (g = 980.6199 gals.).
 OC1176
 OC1176.The modeled gravity was interpolated from observed gravity values.
 OC1176
 OC1176;                    North         East    Units  Estimated Accuracy
 OC1176;SPC ME W     -    79,960.      879,010.      MT  (+/- 180 meters Scaled)
 OC1176
 OC1176                          SUPERSEDED SURVEY CONTROL
 OC1176
 OC1176  NGVD 29 (??/??/92)   46.105  (m)          151.26   (f) ADJ UNCH    2 1
 OC1176
 OC1176.Superseded values are not recommended for survey control.
 OC1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1176.See file dsdata.txt to determine how the superseded data were derived.
 OC1176
 OC1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ847231(NAD 83)
 OC1176_MARKER: DD = SURVEY DISK
 OC1176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC1176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OC1176_STAMPING: FLAG RM-2 1974
 OC1176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC1176+STABILITY: SURFACE MOTION
 OC1176
 OC1176  HISTORY     - Date     Condition        Report By
 OC1176  HISTORY     - 1974     MONUMENTED       MEDT
 OC1176
 OC1176                          STATION DESCRIPTION
 OC1176
 OC1176'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 OC1176'6.8 MI SW FROM SCARBOROUGH.
 OC1176'ABOUT 6.8 MILES SOUTHWESTERLY ALONG THE MAINE TURNPIKE SOUTHBOUND FROM
 OC1176'TOLL GATE NO. 6A IN SCARBOROUGH TO MILE POST 36 IN SACO.  A DISK SET
 OC1176'FLUSH IN THE TOP OF A CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND
 OC1176'76.92 FEET SOUTHWEST OF THE STATION MARK, 89 FEET SOUTHEAST OF THE
 OC1176'CENTERLINE OF THE MAINE TURNPIKE NORTHBOUND, 37 FEET NORTHWEST OF THE
 OC1176'RIGHT-OF-WAY FENCE, 68.7 FEET SOUTH OF MILE POST 36 AND 61.8 FEET
 OC1176'SOUTHWEST OF A BLAZED 13-INCH PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0246 ***********************************************************************
 QH0246  DESIGNATION -  FLAGSTAFF
 QH0246  PID         -  QH0246
 QH0246  STATE/COUNTY-  ME/SOMERSET
 QH0246  USGS QUAD   -  THE HORNS (1989)
 QH0246
 QH0246                         *CURRENT SURVEY CONTROL
 QH0246  ___________________________________________________________________
 QH0246* NAD 83(1996)-  45 14 28.01171(N)    070 18 22.56403(W)     ADJUSTED  
 QH0246* NAVD 88     -       761.     (meters)    2497.     (feet)  SCALED    
 QH0246  ___________________________________________________________________
 QH0246  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 QH0246  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 QH0246
 QH0246  HORZ ORDER  -  THIRD
 QH0246
 QH0246.The horizontal coordinates were established by classical geodetic methods
 QH0246.and adjusted by the National Geodetic Survey in March 1998..
 QH0246
 QH0246.The orthometric height was scaled from a topographic map.
 QH0246
 QH0246.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0246
 QH0246.The geoid height was determined by GEOID03.
 QH0246
 QH0246;                    North         East     Units Scale Factor Converg.
 QH0246;SPC ME W     -   267,536.279   889,039.522   MT  0.99996814   -0 05 56.9
 QH0246;UTM  19      - 5,010,565.636   397,478.894   MT  0.99972923   -0 55 39.5
 QH0246
 QH0246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0246!SPC ME W     -   0.99988469  x   0.99996814  =   0.99985283
 QH0246!UTM  19      -   0.99988469  x   0.99972923  =   0.99961395
 QH0246
 QH0246:                Primary Azimuth Mark                     Grid Az
 QH0246:SPC ME W     -  SADDLEBACK                               204 54 38.5
 QH0246:UTM  19      -  SADDLEBACK                               205 44 21.1
 QH0246
 QH0246|---------------------------------------------------------------------|
 QH0246| PID    Reference Object                     Distance      Geod. Az  |
 QH0246|                                                           dddmmss.s |
 QH0246| PF1174 SADDLEBACK                          APPROX.37.3 KM 2044841.6 |
 QH0246|---------------------------------------------------------------------|
 QH0246
 QH0246                          SUPERSEDED SURVEY CONTROL
 QH0246
 QH0246  NAD 83(1992)-  45 14 28.01236(N)    070 18 22.55812(W) AD(       ) 3
 QH0246  NAD 83(1986)-  45 14 28.01256(N)    070 18 22.56607(W) AD(       ) 3
 QH0246  NAD 27      -  45 14 27.82626(N)    070 18 24.31985(W) AD(       ) 3
 QH0246
 QH0246.Superseded values are not recommended for survey control.
 QH0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0246.See file dsdata.txt to determine how the superseded data were derived.
 QH0246
 QH0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL9747910566(NAD 83)
 QH0246_MARKER: DD = SURVEY DISK
 QH0246_SETTING: 66 = SET IN ROCK OUTCROP
 QH0246_SP_SET: SET IN ROCK OUTCROP
 QH0246_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QH0246+STABILITY: POSITION/ELEVATION WELL
 QH0246
 QH0246  HISTORY     - Date     Condition        Report By
 QH0246  HISTORY     - 1927     MONUMENTED       USGS
 QH0246
 QH0246                          STATION DESCRIPTION
 QH0246
 QH0246'DESCRIBED BY US GEOLOGICAL SURVEY 1927
 QH0246'STATION IS ON FLAGSTAFF MOUNTAIN, 1.0 MI W. OF SPRING LAKE.  FOLLOW
 QH0246'TRAIL TO LOOKOUT TOWER.
 QH0246'
 QH0246'STATION MARK, STANDARD DISK IN SOLID ROCK UNDER STEEL FIRE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0712 ***********************************************************************
 PD0712  DESIGNATION -  FLAGSTAFF
 PD0712  PID         -  PD0712
 PD0712  STATE/COUNTY-  ME/WASHINGTON
 PD0712  USGS QUAD   -  LUBEC (1977)
 PD0712
 PD0712                         *CURRENT SURVEY CONTROL
 PD0712  ___________________________________________________________________
 PD0712* NAD 83(1996)-  44 48 35.30417(N)    066 58 22.87917(W)     ADJUSTED  
 PD0712* NAVD 88     -                                                        
 PD0712  ___________________________________________________________________
 PD0712  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 PD0712  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 PD0712
 PD0712  HORZ ORDER  -  THIRD
 PD0712
 PD0712.The horizontal coordinates were established by classical geodetic methods
 PD0712.and adjusted by the National Geodetic Survey in March 1998..
 PD0712
 PD0712
 PD0712.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0712
 PD0712.The geoid height was determined by GEOID03.
 PD0712
 PD0712;                    North         East     Units Scale Factor Converg.
 PD0712;SPC ME E     -   128,143.898   420,783.070   MT  1.00007934   +1 04 34.6
 PD0712;UTM  19      - 4,963,821.257   660,284.790   MT  0.99991593   +1 25 43.8
 PD0712
 PD0712                          SUPERSEDED SURVEY CONTROL
 PD0712
 PD0712  NAD 83(1992)-  44 48 35.29538(N)    066 58 22.88852(W) AD(       ) 4
 PD0712  NAD 83(1986)-  44 48 35.29265(N)    066 58 22.88991(W) AD(       ) 4
 PD0712  NAD 27      -  44 48 35.01000(N)    066 58 24.97000(W) AD(       ) 3
 PD0712
 PD0712.Superseded values are not recommended for survey control.
 PD0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0712.See file dsdata.txt to determine how the superseded data were derived.
 PD0712
 PD0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK6028563821(NAD 83)
 PD0712
 PD0712  HISTORY     - Date     Condition        Report By
 PD0712  HISTORY     - UNK      MONUMENTED
 PD0712  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0712
 PD0712                          STATION DESCRIPTION
 PD0712
 PD0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0712'STATION LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0998 ***********************************************************************
 PD0998  DESIGNATION -  FLAT
 PD0998  PID         -  PD0998
 PD0998  STATE/COUNTY-  ME/WASHINGTON
 PD0998  USGS QUAD   -  MACHIAS BAY (1993)
 PD0998
 PD0998                         *CURRENT SURVEY CONTROL
 PD0998  ___________________________________________________________________
 PD0998* NAD 83(1996)-  44 39 36.75178(N)    067 18 38.64554(W)     ADJUSTED  
 PD0998* NAVD 88     -         5.4    (meters)      18.     (feet)  VERTCON   
 PD0998  ___________________________________________________________________
 PD0998  LAPLACE CORR-           5.89  (seconds)                    DEFLEC99
 PD0998  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 PD0998
 PD0998  HORZ ORDER  -  SECOND
 PD0998
 PD0998.The horizontal coordinates were established by classical geodetic methods
 PD0998.and adjusted by the National Geodetic Survey in March 1998..
 PD0998
 PD0998.The NAVD 88 height was computed by applying the VERTCON shift value to
 PD0998.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PD0998
 PD0998.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0998
 PD0998.The geoid height was determined by GEOID03.
 PD0998
 PD0998;                    North         East     Units Scale Factor Converg.
 PD0998;SPC ME E     -   111,074.884   394,313.019   MT  1.00000935   +0 50 09.6
 PD0998;UTM  19      - 4,946,592.954   633,924.763   MT  0.99982056   +1 11 15.2
 PD0998
 PD0998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0998!SPC ME E     -   1.00000269  x   1.00000935  =   1.00001204
 PD0998!UTM  19      -   1.00000269  x   0.99982056  =   0.99982325
 PD0998
 PD0998:                Primary Azimuth Mark                     Grid Az
 PD0998:SPC ME E     -  ACKLEY RESET                             001 52 21.3
 PD0998:UTM  19      -  ACKLEY RESET                             001 31 15.7
 PD0998
 PD0998|---------------------------------------------------------------------|
 PD0998| PID    Reference Object                     Distance      Geod. Az  |
 PD0998|                                                           dddmmss.s |
 PD0998| PD0987 ACKLEY RESET                        APPROX. 3.3 KM 0024230.9 |
 PD0998| PD0996 CUTLER USN RAD STA TOWER N 0        APPROX. 2.2 KM 1130455.6 |
 PD0998| PD0995 CUTLER USN RAD STA TOWER S 0        APPROX. 3.6 KM 1345130.5 |
 PD0998| CE7942 FLAT RM 1                             8.183 METERS 13915     |
 PD0998| PD0992 CUTLER USN RAD STA TOWER S 7        APPROX. 4.0 KM 1480336.8 |
 PD0998| CE7943 FLAT RM 2                             9.800 METERS 25924     |
 PD0998|---------------------------------------------------------------------|
 PD0998
 PD0998                          SUPERSEDED SURVEY CONTROL
 PD0998
 PD0998  NAD 83(1992)-  44 39 36.74794(N)    067 18 38.64282(W) AD(       ) 2
 PD0998  NAD 83(1986)-  44 39 36.74394(N)    067 18 38.64512(W) AD(       ) 2
 PD0998  NAD 27      -  44 39 36.47596(N)    067 18 40.68587(W) AD(       ) 2
 PD0998  NGVD 29 (07/19/86)    5.6    (m)           18.     (f) VERT ANG       
 PD0998
 PD0998.Superseded values are not recommended for survey control.
 PD0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0998.See file dsdata.txt to determine how the superseded data were derived.
 PD0998
 PD0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK3392546593(NAD 83)
 PD0998_MARKER: DS = TRIANGULATION STATION DISK
 PD0998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PD0998
 PD0998  HISTORY     - Date     Condition        Report By
 PD0998  HISTORY     - 1960     MONUMENTED       CGS
 PD0998
 PD0998                          STATION DESCRIPTION
 PD0998
 PD0998'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HRL)
 PD0998'STATION IS LOCATED ABOUT 6-1/2 MILES SOUTHEAST OF EAST MACHIAS
 PD0998'AND ABOUT 5-1/2 MILES WEST OF CUTLER ON A NARROW NECK OF LAND
 PD0998'ON THE EAST SIDE OF MACHIAS BAY.  STATION IS 57 FEET NORTH OF THE
 PD0998'APPROXIMATE CENTER OF A BULLDOZED ROAD AND 4.5 FEET SOUTHEAST
 PD0998'OF A METAL WITNESS POST WITH SIGN.  THE MARK IS A STANDARD DISK
 PD0998'CEMENTED FLUSH IN A 12 X 12 INCH CONCRETE MONUMENT WHICH
 PD0998'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED FLAT 1960.
 PD0998'
 PD0998'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 AND
 PD0998'STATE HIGHWAY 191 AT THE POST OFFICE IN EAST MACHIAS GO
 PD0998'SOUTHEASTERLY ON STATE HIGHWAY 191 FOR 10.0 MILES TO A T
 PD0998'INTERSECTION AT THE U.S. NAVY PROJECT HEADQUARTERS BUILDINGS.
 PD0998'TURN RIGHT AND GO WEST 0.9 MILE TO A GUARD GATE.  CONTINUE ON
 PD0998'THROUGH GATE FOR 0.15 MILE TO A FORK.  TAKE RIGHT FORK FOR 0.6
 PD0998'MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND FOLLOW GRAVEL ROAD
 PD0998'FOR 0.25 MILE TO A GRAVEL PIT.  CONTINUE ON THROUGH GRAVEL
 PD0998'PIT FOR 0.3 MILE TO A DUMP AREA ON THE LEFT.  CONTINUE STRAIGHT
 PD0998'AHEAD FOR 0.45 MILE TO FORK.  TAKE RIGHT FORK, CROSSING A
 PD0998'NORTH-SOUTH ROAD FOR 0.05 MILE TO END OF BLUFF.  TURN RIGHT
 PD0998'AND GO 0.05 MILE ON BULLDOZED ROAD TO STATION ON THE RIGHT AS
 PD0998'DESCRIBED.
 PD0998'
 PD0998'REFERENCE MARK NO. 1 IS 45 FEET NORTH OF THE APPROXIMATE CENTER
 PD0998'OF BULLDOZED ROAD.  THE MARK IS A STANDARD DISK SET FLUSH IN A
 PD0998'12 X 12 INCH CONCRETE MONUMENT WHICH PROJECTS ABOUT 4 INCHES AND
 PD0998'THE DISK IS STAMPED FLAT NO 1 1960.
 PD0998'
 PD0998'REFERENCE MARK NO. 2 IS 40 FEET NORTH OF THE APPROXIMATE CENTER
 PD0998'OF BULLDOZED ROAD.  THE MARK IS A STANDARD DISK SET FLUSH IN A
 PD0998'12 X 12 INCH CONCRETE MONUMENT WHICH PROJECTS ABOUT 6 INCHES AND
 PD0998'THE DISK IS STAMPED FLAT NO 2 1960.
 PD0998'
 PD0998'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1875 ***********************************************************************
 QF1875  DESIGNATION -  FLAT IBC
 QF1875  PID         -  QF1875
 QF1875  STATE/COUNTY-  ME/AROOSTOOK
 QF1875  USGS QUAD   -  ORIENT (1989)
 QF1875
 QF1875                         *CURRENT SURVEY CONTROL
 QF1875  ___________________________________________________________________
 QF1875* NAD 83(1996)-  45 49 07.54101(N)    067 46 10.93926(W)     ADJUSTED  
 QF1875* NAVD 88     -       133.     (meters)     436.     (feet)  SCALED    
 QF1875  ___________________________________________________________________
 QF1875  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 QF1875  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 QF1875
 QF1875  HORZ ORDER  -  THIRD
 QF1875
 QF1875.The horizontal coordinates were established by classical geodetic methods
 QF1875.and adjusted by the National Geodetic Survey in March 1998..
 QF1875
 QF1875.The orthometric height was scaled from a topographic map.
 QF1875
 QF1875.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1875
 QF1875.The geoid height was determined by GEOID03.
 QF1875
 QF1875;                    North         East     Units Scale Factor Converg.
 QF1875;SPC ME E     -   239,390.754   356,749.734   MT  0.99993958   +0 31 25.5
 QF1875;UTM  19      - 5,074,646.891   595,574.919   MT  0.99971230   +0 52 56.5
 QF1875
 QF1875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1875!SPC ME E     -   0.99998289  x   0.99993958  =   0.99992247
 QF1875!UTM  19      -   0.99998289  x   0.99971230  =   0.99969520
 QF1875
 QF1875|---------------------------------------------------------------------|
 QF1875| PID    Reference Object                     Distance      Geod. Az  |
 QF1875|                                                           dddmmss.s |
 QF1875| QF1947 REFERENCE MON 25 ECC                102.191 METERS 07722     |
 QF1875| QF1865 PIEDRA IBC                          408.721 METERS 0844945.6 |
 QF1875| QF1869 FARE IBC                            320.274 METERS 10127     |
 QF1875| QF1874 REFERENCE MON 24=PIERRE             121.410 METERS 10648     |
 QF1875| QF1879 DIFFICILE IBC                       191.499 METERS 28656     |
 QF1875| QF1878 ROT IBC                             199.293 METERS 29742     |
 QF1875| QF1876 ROUGH IBC                            82.065 METERS 31626     |
 QF1875|---------------------------------------------------------------------|
 QF1875
 QF1875                          SUPERSEDED SURVEY CONTROL
 QF1875
 QF1875  NAD 83(1992)-  45 49 07.53819(N)    067 46 10.93782(W) AD(       ) 3
 QF1875  NAD 83(1986)-  45 49 07.54338(N)    067 46 10.95819(W) AD(       ) 3
 QF1875  NAD 27      -  45 49 07.33333(N)    067 46 12.91454(W) AD(       ) 3
 QF1875
 QF1875.Superseded values are not recommended for survey control.
 QF1875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1875.See file dsdata.txt to determine how the superseded data were derived.
 QF1875
 QF1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9557574647(NAD 83)
 QF1875_MARKER: DD = SURVEY DISK
 QF1875_SETTING: 80 = SET IN A BOULDER
 QF1875_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF1875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1875+STABILITY: SURFACE MOTION
 QF1875
 QF1875  HISTORY     - Date     Condition        Report By
 QF1875  HISTORY     - 1946     MONUMENTED       IBC
 QF1875  HISTORY     - 1955     GOOD             IBC
 QF1875
 QF1875                          STATION DESCRIPTION
 QF1875
 QF1875'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF1875'ON THE THIRD LARGE BOULDER W OF THE LARGE MARSHY COVE ON THE S SIDE
 QF1875'OF THE THOROUGHFARE AND THE SECOND BOULDER W OF THE ONE CONTAINING
 QF1875'REFERENCE MONUMENT 24.  THIRTY FEET W OF THIS BOULDER AND NEARER
 QF1875'SHORE AT HIGH WATER IS A HUGE BOULDER PROJECTING 7 FEET ABOVE HIGH
 QF1875'WATER.  THE BOULDER IS LARGE, ROUGHLY TRIANGULAR ABOUT 20 FEET ON A
 QF1875'SIDE, 10 FEET HIGH, OF WHICH 2 FEET IS ABOVE HIGH WATER, AND HAS A
 QF1875'SLIGHTLY SLOPING TOP.
 QF1875'
 QF1875'STATION MARK IS AN IBC BRONZE DISK WEDGE IN A DRILL HOLE ABOUT THE
 QF1875'CENTER OF THE BOULDER AND 6 INCHES W OF A DEPRESSION IN ITS TOP.
 QF1875
 QF1875                          STATION RECOVERY (1955)
 QF1875
 QF1875'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1875'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2621 ***********************************************************************
 PE2621  DESIGNATION -  FLAT ISLAND 1911
 PE2621  PID         -  PE2621
 PE2621  STATE/COUNTY-  ME/WALDO
 PE2621  USGS QUAD   -  ISLESBORO (1979)
 PE2621
 PE2621                         *CURRENT SURVEY CONTROL
 PE2621  ___________________________________________________________________
 PE2621* NAD 83(1996)-  44 19 01.15929(N)    068 55 57.15539(W)     ADJUSTED  
 PE2621* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 PE2621  ___________________________________________________________________
 PE2621  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 PE2621  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 PE2621
 PE2621  HORZ ORDER  -  THIRD
 PE2621
 PE2621.The horizontal coordinates were established by classical geodetic methods
 PE2621.and adjusted by the National Geodetic Survey in March 1998..
 PE2621
 PE2621.The orthometric height was scaled from a topographic map.
 PE2621
 PE2621.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2621
 PE2621.The geoid height was determined by GEOID03.
 PE2621
 PE2621;                    North         East     Units Scale Factor Converg.
 PE2621;SPC ME E     -    72,342.399   265,496.042   MT  0.99991464   -0 18 07.9
 PE2621;UTM  19      - 4,907,083.269   505,379.414   MT  0.99960036   +0 02 49.7
 PE2621
 PE2621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2621!SPC ME E     -   1.00000255  x   0.99991464  =   0.99991719
 PE2621!UTM  19      -   1.00000255  x   0.99960036  =   0.99960291
 PE2621
 PE2621                          SUPERSEDED SURVEY CONTROL
 PE2621
 PE2621  NAD 83(1992)-  44 19 01.16276(N)    068 55 57.13511(W) AD(       ) 3
 PE2621  NAD 83(1986)-  44 19 01.17291(N)    068 55 57.13935(W) AD(       ) 3
 PE2621  NAD 27      -  44 19 00.87900(N)    068 55 58.99700(W) AD(       ) 3
 PE2621
 PE2621.Superseded values are not recommended for survey control.
 PE2621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2621.See file dsdata.txt to determine how the superseded data were derived.
 PE2621
 PE2621_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK0537907083(NAD 83)
 PE2621_MARKER: B = BOLT
 PE2621_SETTING: 66 = SET IN ROCK OUTCROP
 PE2621_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 PE2621_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2621_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE2621+STABILITY: POSITION/ELEVATION WELL
 PE2621
 PE2621  HISTORY     - Date     Condition        Report By
 PE2621  HISTORY     - 1911     MONUMENTED       CGS
 PE2621  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2621  HISTORY     - 1983     GOOD             NOS
 PE2621
 PE2621                          STATION DESCRIPTION
 PE2621
 PE2621'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (NHH)
 PE2621'STATION IS ON A SMALL ISLAND OF THAT NAME WHICH LIES IN W
 PE2621'PENOBSCOT BAY, 1 MILE W OF THE ENTRANCE TO SEAL HARBOR, ABOUT
 PE2621'1-1/4 MILES SE OF GREAT SPRUCE HEAD, AND ABOUT 1/2 MILE SW OF
 PE2621'SEAL ISLAND.  THE STATION IS NEAR THE CENTER OF THE ISLAND AND
 PE2621'IS MARKED BY A HOLE DRILLED IN THE ROCK, THE DRILL HOLE BEING IN
 PE2621'A LOW FLAT LEDGE.  TWO REFERENCE MARKS, 3/4-INCH DRILL HOLES
 PE2621'FILLED WITH LEAD ARE PLACED, RESPECTIVELY, 9.28 METERS NNE AND
 PE2621'27.01 METERS SW OF THE STATION.
 PE2621
 PE2621                          STATION RECOVERY (1934)
 PE2621
 PE2621'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2621'THE STATION WAS RECOVERED AS DESCRIBED, EXCEPT THAT THE SW
 PE2621'REFERENCE MARK WAS NOT FOUND.  THE STATION IS A COPPER BOLT SET
 PE2621'IN A DRILL HOLE ON A LOW FLAT LEDGE NEAR THE CENTER OF FLAT
 PE2621'ISLAND IN W PENOBSCOT BAY.  A LEADED DRILL HOLE IS 9.28 METERS
 PE2621'NNE.  TWO NEW REFERENCE MARKS, STANDARD BRONZE DISKS WEDGED IN
 PE2621'DRILL HOLES IN OUTCROPPING BEDROCK, WERE ESTABLISHED.
 PE2621'
 PE2621'REFERENCE MARK NO.1 BEING NE FROM THE STATION IN A LOW FLAT
 PE2621'LEDGE AND REFERENCE MARK NO.2 E FROM THE STATION IN A SMALL
 PE2621'QUARTZ BOULDER.
 PE2621
 PE2621                          STATION RECOVERY (1983)
 PE2621
 PE2621'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1983 (WVH)
 PE2621'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1054 ***********************************************************************
 PD1054  DESIGNATION -  FLAT RESET
 PD1054  PID         -  PD1054
 PD1054  STATE/COUNTY-  ME/WASHINGTON
 PD1054  USGS QUAD   -  DRISKO ISLAND (1975)
 PD1054
 PD1054                         *CURRENT SURVEY CONTROL
 PD1054  ___________________________________________________________________
 PD1054* NAD 83(1996)-  44 27 37.34979(N)    067 42 29.11592(W)     ADJUSTED  
 PD1054* NAVD 88     -        11.     (meters)      36.     (feet)  SCALED    
 PD1054  ___________________________________________________________________
 PD1054  LAPLACE CORR-           3.33  (seconds)                    DEFLEC99
 PD1054  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 PD1054
 PD1054  HORZ ORDER  -  THIRD
 PD1054
 PD1054.The horizontal coordinates were established by classical geodetic methods
 PD1054.and adjusted by the National Geodetic Survey in March 1998..
 PD1054
 PD1054.The orthometric height was scaled from a topographic map.
 PD1054
 PD1054.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1054
 PD1054.The geoid height was determined by GEOID03.
 PD1054
 PD1054;                    North         East     Units Scale Factor Converg.
 PD1054;SPC ME E     -    88,487.908   363,016.814   MT  0.99994882   +0 33 16.9
 PD1054;UTM  19      - 4,923,819.367   602,773.832   MT  0.99972989   +0 54 17.8
 PD1054
 PD1054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD1054!SPC ME E     -   1.00000195  x   0.99994882  =   0.99995077
 PD1054!UTM  19      -   1.00000195  x   0.99972989  =   0.99973184
 PD1054
 PD1054|---------------------------------------------------------------------|
 PD1054| PID    Reference Object                     Distance      Geod. Az  |
 PD1054|                                                           dddmmss.s |
 PD1054| CE7940 FLAT RM 1                            13.145 METERS 09616     |
 PD1054| CE7941 FLAT RM 2                             6.910 METERS 17517     |
 PD1054| PD1067 PETIT MANAN LIGHTHOUSE              APPROX.16.2 KM 2302206.9 |
 PD1054| PD1050 NASH ISLAND LIGHTHOUSE NEW          APPROX. 3.2 KM 2775335.1 |
 PD1054|---------------------------------------------------------------------|
 PD1054
 PD1054                          SUPERSEDED SURVEY CONTROL
 PD1054
 PD1054  NAD 83(1992)-  44 27 37.34563(N)    067 42 29.11612(W) AD(       ) 3
 PD1054  NAD 83(1986)-  44 27 37.34157(N)    067 42 29.11974(W) AD(       ) 3
 PD1054  NAD 27      -  44 27 37.04800(N)    067 42 31.13300(W) AD(       ) 3
 PD1054
 PD1054.Superseded values are not recommended for survey control.
 PD1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1054.See file dsdata.txt to determine how the superseded data were derived.
 PD1054
 PD1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK0277423819(NAD 83)
 PD1054
 PD1054  HISTORY     - Date     Condition        Report By
 PD1054  HISTORY     - 1934     MONUMENTED       CGS
 PD1054  HISTORY     - 1913     SEE DESCRIPTION  CGS
 PD1054  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PD1054  HISTORY     - 1945     SEE DESCRIPTION  CGS
 PD1054  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD1054
 PD1054                          STATION DESCRIPTION
 PD1054
 PD1054'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 PD1054'STATION IS ON THE HIGHEST PART OF FLAT ISLAND WHICH LIES ABOUT 2
 PD1054'MILES TO THE EASTWARD OF NASH ISLAND.  THE ISLAND IS FREE FROM BRUSH
 PD1054'AND TIMBER AND THE TOP OF THE HILL IS COVERED WITH SOIL A FOOT
 PD1054'DEEP.  THE STATION WAS ORIGINALLY MARKED BY A HOLE DRILLED IN THE
 PD1054'UNDERLYING LEDGE, BUT IN 1888 A STONE WELL WAS BUILT AROUND IT, A
 PD1054'COIL OF STEEL WIRE ROPE WAS PLACED THEREIN, AND STONE POST 4-1/2
 PD1054'FEET LONG WAS THEN SET UP OVER THE STATION.  THIS POST WAS
 PD1054'FOUND IN 1913 TO BE LEANING BADLY BUT OTHERWISE APPARENTLY
 PD1054'UNDISTURBED AND IT WAS ASSUMED THAT THE DRILL HOLE WAS STILL
 PD1054'INTACT.
 PD1054
 PD1054                          STATION RECOVERY (1934)
 PD1054
 PD1054'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PD1054'STATION RECOVERED BUT NOT AS DESCRIBED.  THE STONE POST, ROCK WELL
 PD1054'AND COIL OF WIRE MENTIONED, WERE NOT FOUND.
 PD1054'
 PD1054'STATION WAS RE-MARKED AND 2 REFERENCE MARKS ESTABLISHED.  ALL
 PD1054'MARKS ARE STANDARD DISKS WEDGED IN DRILL HOLES IN OUTCROPPING
 PD1054'BEDROCK.
 PD1054'
 PD1054'A 16-FOOT TRIPOD WAS ERECTED OVER THE STATION AND ROCK PILED AROUND
 PD1054'EACH LEG.
 PD1054'
 PD1054'AFTER THE STATION WAS BUILT, HEAVY SEAS PREVENTED A BOAT LANDING
 PD1054'ON THE ISLAND, CONSEQUENTLY NO DISTANCES OR ANGLES HAVE BEEN
 PD1054'MEASURED.  THIS WILL BE DONE AT THE NEXT FIELD SEASON.
 PD1054
 PD1054                          STATION RECOVERY (1945)
 PD1054
 PD1054'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (FLP)
 PD1054'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 PD1054'CONDITION.  DESCRIPTION AS GIVEN BY K.G.C. IN 1934
 PD1054'ADEQUATE.  DISTANCE AND ANGLES TO REFERENCE MARKS MEASURED.
 PD1054
 PD1054                          STATION RECOVERY (1946)
 PD1054
 PD1054'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD1054'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 PD1054'TRIPOD MENTIONED IN THE DESCRIPTION IS NO LONGER OVER THE
 PD1054'STATION.  OTHERWISE THE DESCRIPTION IS CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0605 ***********************************************************************
 QF0605  DESIGNATION -  FLAT TOP
 QF0605  PID         -  QF0605
 QF0605  STATE/COUNTY-  ME/WASHINGTON
 QF0605  USGS QUAD   -  VANCEBORO (1988)
 QF0605
 QF0605                         *CURRENT SURVEY CONTROL
 QF0605  ___________________________________________________________________
 QF0605* NAD 83(1996)-  45 35 56.86678(N)    067 26 48.23751(W)     ADJUSTED  
 QF0605* NAVD 88     -       116.     (meters)     381.     (feet)  SCALED    
 QF0605  ___________________________________________________________________
 QF0605  LAPLACE CORR-           2.43  (seconds)                    DEFLEC99
 QF0605  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 QF0605
 QF0605  HORZ ORDER  -  THIRD
 QF0605
 QF0605.The horizontal coordinates were established by classical geodetic methods
 QF0605.and adjusted by the National Geodetic Survey in March 1998..
 QF0605
 QF0605.The orthometric height was scaled from a topographic map.
 QF0605
 QF0605.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0605
 QF0605.The geoid height was determined by GEOID03.
 QF0605
 QF0605;                    North         East     Units Scale Factor Converg.
 QF0605;SPC ME E     -   215,262.343   382,168.449   MT  0.99998298   +0 45 09.2
 QF0605;UTM  19      - 5,050,682.913   621,138.391   MT  0.99978042   +1 06 35.6
 QF0605
 QF0605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0605!SPC ME E     -   0.99998556  x   0.99998298  =   0.99996854
 QF0605!UTM  19      -   0.99998556  x   0.99978042  =   0.99976598
 QF0605
 QF0605|---------------------------------------------------------------------|
 QF0605| PID    Reference Object                     Distance      Geod. Az  |
 QF0605|                                                           dddmmss.s |
 QF0605| CE8855 FLAT TOP RM 2                                      01809     |
 QF0605| QF0601 O MALLEY IBC                        476.102 METERS 1371448.9 |
 QF0605| QF0603 LA COUTE                            432.685 METERS 1680525.5 |
 QF0605| QF0604 REFERENCE MON 117=LA COUTE          412.394 METERS 1720505.9 |
 QF0605| QF0607 CAMPUS IBC                          486.496 METERS 2335801.2 |
 QF0605| CE8854 FLAT TOP RM 1                                      35641     |
 QF0605|---------------------------------------------------------------------|
 QF0605
 QF0605                          SUPERSEDED SURVEY CONTROL
 QF0605
 QF0605  NAD 83(1992)-  45 35 56.86290(N)    067 26 48.23460(W) AD(       ) 3
 QF0605  NAD 83(1986)-  45 35 56.86736(N)    067 26 48.24521(W) AD(       ) 3
 QF0605  NAD 27      -  45 35 56.63900(N)    067 26 50.25500(W) AD(       ) 3
 QF0605
 QF0605.Superseded values are not recommended for survey control.
 QF0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0605.See file dsdata.txt to determine how the superseded data were derived.
 QF0605
 QF0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2113850683(NAD 83)
 QF0605_MARKER: DD = SURVEY DISK
 QF0605_SETTING: 80 = SET IN A BOULDER
 QF0605_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF0605
 QF0605  HISTORY     - Date     Condition        Report By
 QF0605  HISTORY     - 1911     MONUMENTED       IBC
 QF0605  HISTORY     - 1955     GOOD             IBC
 QF0605
 QF0605                          STATION DESCRIPTION
 QF0605
 QF0605'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (AJB)
 QF0605'ON THE NW POINT OF OMALLEY ISLAND IN SPEDNIK LAKE, 1/4 MILE N OF
 QF0605'LA COUTE POINT.  IT IS ON A BOULDER 17 BY 11 FEET AND 5 FEET HIGH,
 QF0605'125 FEET SW OF THE N END OF THE ISLAND AT LOW WATER, AND WILL BE
 QF0605'COVERED AT HIGH WATER.  IT IS JUST OUTSIDE THE LOW - WATER LINE ON
 QF0605'THE ISLAND.
 QF0605'
 QF0605'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE IN THE ROCK.
 QF0605'THREE HOLES ARE DRILLED IN THE ROCK AROUND THE STATION MARK, ONE ON
 QF0605'THE OUTER EDGE, 1.51 METERS, ONE ON THE LOWER EDGE, 1.51 METERS, AND
 QF0605'ONE ON THE UPPER EDGE, 1.62 METERS FROM THE STATION MARK.
 QF0605'
 QF0605'REFERENCE MARK 1 IS A DRILL HOLE IN A LARGE BOULDER DIRECTLY INLAND,
 QF0605'JUST INSIDE HIGH - WATER LINE.
 QF0605'
 QF0605'REFERENCE MARK 2 IS A DRILL HOLE IN A DOME - SHAPED BOULDER 15 FEET
 QF0605'OUTSIDE HIGH - WATER LINE AND 35 FEET DOWNSTREAM.
 QF0605
 QF0605                          STATION RECOVERY (1955)
 QF0605
 QF0605'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF0605'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1101 ***********************************************************************
 PF1101  DESIGNATION -  FLEM
 PF1101  PID         -  PF1101
 PF1101  STATE/COUNTY-  ME/OXFORD
 PF1101  USGS QUAD   -  WEST PARIS (1967)
 PF1101
 PF1101                         *CURRENT SURVEY CONTROL
 PF1101  ___________________________________________________________________
 PF1101* NAD 83(1996)-  44 21 44.49737(N)    070 32 47.93854(W)     ADJUSTED  
 PF1101* NAVD 88     -       251.3    (meters)     824.     (feet)  VERTCON   
 PF1101  ___________________________________________________________________
 PF1101  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 PF1101  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 PF1101
 PF1101  HORZ ORDER  -  SECOND
 PF1101
 PF1101.The horizontal coordinates were established by classical geodetic methods
 PF1101.and adjusted by the National Geodetic Survey in March 1998..
 PF1101
 PF1101.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF1101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF1101
 PF1101.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1101
 PF1101.The geoid height was determined by GEOID03.
 PF1101
 PF1101;                    North         East     Units Scale Factor Converg.
 PF1101;SPC ME W     -   169,946.193   869,710.120   MT  0.99997795   -0 15 56.5
 PF1101;UTM  19      - 4,913,283.901   376,755.568   MT  0.99978680   -1 04 53.6
 PF1101
 PF1101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1101!SPC ME W     -   0.99996475  x   0.99997795  =   0.99994270
 PF1101!UTM  19      -   0.99996475  x   0.99978680  =   0.99975156
 PF1101
 PF1101|---------------------------------------------------------------------|
 PF1101| PID    Reference Object                     Distance      Geod. Az  |
 PF1101|                                                           dddmmss.s |
 PF1101| CE7945 FLEM RM 2                            12.042 METERS 09923     |
 PF1101| PF1100 FLEM AZ MK                          284.005 METERS 15137     |
 PF1101| PF1102 ME=CURTIS                           APPROX. 3.6 KM 2471323.7 |
 PF1101| CE7944 FLEM RM 1                            15.471 METERS 35029     |
 PF1101|---------------------------------------------------------------------|
 PF1101
 PF1101                          SUPERSEDED SURVEY CONTROL
 PF1101
 PF1101  NAD 83(1992)-  44 21 44.49711(N)    070 32 47.93893(W) AD(       ) 2
 PF1101  NAD 83(1986)-  44 21 44.50415(N)    070 32 47.94164(W) AD(       ) 2
 PF1101  NAD 27      -  44 21 44.25402(N)    070 32 49.72206(W) AD(       ) 2
 PF1101  NGVD 29 (07/19/86)  251.5    (m)          825.     (f) VERT ANG       
 PF1101
 PF1101.Superseded values are not recommended for survey control.
 PF1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1101.See file dsdata.txt to determine how the superseded data were derived.
 PF1101
 PF1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK7675613284(NAD 83)
 PF1101_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PF1101_SETTING: 80 = SET IN A BOULDER
 PF1101_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 PF1101
 PF1101  HISTORY     - Date     Condition        Report By
 PF1101  HISTORY     - 1976     MONUMENTED       NGS
 PF1101
 PF1101                          STATION DESCRIPTION
 PF1101
 PF1101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 PF1101'THE STATION IS LOCATED ABOUT 12.5 MILES EAST-SOUTHEAST OF
 PF1101'BETHEL, 10.5 MILES NORTH OF NORWAY AND 3.0 MILES NORTHWEST OF
 PF1101'WEST PARIS ON THE PROPERTY OF MR. FLEMING.
 PF1101'
 PF1101'TO REACH THE STATION FROM THE POST OFFICE IN WEST PARIS,
 PF1101'GO EAST ON STATE ROUTE 219 FOR 1.2 MILES TO THE JUNCTION OF
 PF1101'STATE ROUTES 219 AND 26.  TURN LEFT, FOLLOW
 PF1101'STATE ROUTES 219 AND 26 FOR 0.10 MILE TO A JUNCTION
 PF1101'WHERE ROUTE 219 GOES TO THE RIGHT. CONTINUE STRAIGHT ON ROUTE
 PF1101'26 FOR 0.95 MILE TO THE WEST PARIS/WOODSTOCK TOWN LINE,
 PF1101'CONTINUE FOR 0.65 MILE TO A CROSS ROAD. TURN RIGHT, GO FOR 0.8
 PF1101'MILE TO A SECOND CROSS ROAD. GO STRAIGHT FOR 0.3 MILE TO A
 PF1101'GRAVEL DRIVE ON THE LEFT AND A SIDE ROAD RIGHT. TURN LEFT,
 PF1101'FOLLOW THE GRAVEL DRIVE FOR 0.05 MILE TO THE STATION ON THE
 PF1101'RIGHT.
 PF1101'
 PF1101'TO REACH THE AZIMUTH MARK FROM THE STATION MARK, GO SOUTH ON
 PF1101'SIDE ROAD RIGHT FOR 0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 PF1101'
 PF1101'STATION MARK, STAMPED---FLEM 1976---, IS A STANDARD DISK
 PF1101'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 6 INCHES
 PF1101'ABOVE THE GROUND SURFACE. IT IS 33.0 FEET EAST OF THE GRAVEL
 PF1101'DRIVE, 21 FEET SOUTHEAST OF A METAL WITNESS POST AND 99.5 FEET
 PF1101'NORTH OF AN EAST-WEST BARBED WIRE FENCE.
 PF1101'
 PF1101'REFERENCE MARK 1, STAMPED---FLEM NO 1 1976---, IS A STANDARD
 PF1101'DISK CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 1
 PF1101'FOOT ABOVE THE GROUND SURFACE. IT IS 52.5 FEET EAST OF THE
 PF1101'GRAVEL DRIVE, 67.5 FEET NORTHEAST OF A METAL WITNESS POST AND
 PF1101'146.5 FEET NORTH OF AN EAST-WEST BARBED WIRE FENCE.
 PF1101'
 PF1101'REFERENCE MARK 2, STAMPED---FLEM NO 2 1976---, IS A STANDARD
 PF1101'DISK CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 6
 PF1101'INCHES ABOVE THE GROUND SURFACE. IT IS 63.5 FEET EAST OF THE
 PF1101'GRAVEL DRIVE, 58.0 FEET SOUTHEAST OF A METAL WITNESS POST AND
 PF1101'72.0 FEET NORTH OF AN EAST-WEST BARBED WIRE FENCE.
 PF1101'
 PF1101'THE AZIMUTH MARK, STAMPED---FLEM 1976---, IS A STANDARD DISK
 PF1101'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 2
 PF1101'FEET ABOVE THE GROUND SURFACE. IT IS 18.0 FEET WEST OF THE
 PF1101'CENTERLINE OF THE ROAD AND 18.5 FEET SOUTH OF A TRIANGULAR
 PF1101'BLAZED 8-INCH POPLAR TREE.
 PF1101'
 PF1101'THE HEIGHT OF LIGHT ABOVE THE STATION WAS 1.2 METERS.
 PF1101'
 PF1101'DESCRIBED BY JOHN R. HIGGINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1100 ***********************************************************************
 PF1100  DESIGNATION -  FLEM AZ MK
 PF1100  PID         -  PF1100
 PF1100  STATE/COUNTY-  ME/OXFORD
 PF1100  USGS QUAD   -  WEST PARIS (1967)
 PF1100
 PF1100                         *CURRENT SURVEY CONTROL
 PF1100  ___________________________________________________________________
 PF1100* NAD 83(1996)-  44 21 36.40194(N)    070 32 41.84287(W)     ADJUSTED  
 PF1100* NAVD 88     -       250.0    (meters)     820.     (feet)  VERTCON   
 PF1100  ___________________________________________________________________
 PF1100  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 PF1100  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 PF1100
 PF1100  HORZ ORDER  -  SECOND
 PF1100
 PF1100.The horizontal coordinates were established by classical geodetic methods
 PF1100.and adjusted by the National Geodetic Survey in March 1998..
 PF1100
 PF1100.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF1100.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF1100
 PF1100.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1100
 PF1100.The geoid height was determined by GEOID03.
 PF1100
 PF1100;                    North         East     Units Scale Factor Converg.
 PF1100;SPC ME W     -   169,695.699   869,843.941   MT  0.99997785   -0 15 52.2
 PF1100;UTM  19      - 4,913,031.575   376,885.784   MT  0.99978640   -1 04 49.1
 PF1100
 PF1100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1100!SPC ME W     -   0.99996496  x   0.99997785  =   0.99994281
 PF1100!UTM  19      -   0.99996496  x   0.99978640  =   0.99975137
 PF1100
 PF1100:                Primary Azimuth Mark                     Grid Az
 PF1100:SPC ME W     -  ME=CURTIS                                251 56 39.1
 PF1100:UTM  19      -  ME=CURTIS                                252 45 36.0
 PF1100
 PF1100|---------------------------------------------------------------------|
 PF1100| PID    Reference Object                     Distance      Geod. Az  |
 PF1100|                                                           dddmmss.s |
 PF1100| PF1102 ME=CURTIS                           APPROX. 3.6 KM 2514046.9 |
 PF1100| PF1101 FLEM                                284.005 METERS 33137     |
 PF1100|---------------------------------------------------------------------|
 PF1100
 PF1100                          SUPERSEDED SURVEY CONTROL
 PF1100
 PF1100  NAD 83(1992)-  44 21 36.40169(N)    070 32 41.84326(W) AD(       ) 2
 PF1100  NAD 83(1986)-  44 21 36.40868(N)    070 32 41.84596(W) AD(       ) 2
 PF1100  NAD 27      -  44 21 36.15852(N)    070 32 43.62670(W) AD(       ) 2
 PF1100  NGVD 29 (07/19/86)  250.2    (m)          821.     (f) VERT ANG       
 PF1100
 PF1100.Superseded values are not recommended for survey control.
 PF1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1100.See file dsdata.txt to determine how the superseded data were derived.
 PF1100
 PF1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK7688613032(NAD 83)
 PF1100_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PF1100_SETTING: 80 = SET IN A BOULDER
 PF1100_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 PF1100
 PF1100  HISTORY     - Date     Condition        Report By
 PF1100  HISTORY     - 1976     MONUMENTED       NGS
 PF1100
 PF1100                          STATION DESCRIPTION
 PF1100
 PF1100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 PF1100'THIS STATION WAS ESTABLISHED BY AN EDM MEASUREMENT FROM
 PF1100'TRAVERSE STATION FLEM. SEE DESCRIPTION THEREOF.
 PF1100'
 PF1100'DESCRIBED BY JERRY E. ELLINGWOOD.
 PF1100'
 PF1100'THE HEIGHT OF LIGHT ABOVE THE STATION WAS 1.0 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1359 ***********************************************************************
 QG1359  DESIGNATION -  FLETCHER
 QG1359  PID         -  QG1359
 QG1359  STATE/COUNTY-  ME/SOMERSET
 QG1359  USGS QUAD   -  BINGHAM (1989)
 QG1359
 QG1359                         *CURRENT SURVEY CONTROL
 QG1359  ___________________________________________________________________
 QG1359* NAD 83(1996)-  45 02 22.76398(N)    069 56 25.05050(W)     ADJUSTED  
 QG1359* NAVD 88     -       518.     (meters)    1699.     (feet)  SCALED    
 QG1359  ___________________________________________________________________
 QG1359  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 QG1359  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 QG1359
 QG1359  HORZ ORDER  -  THIRD
 QG1359
 QG1359.The horizontal coordinates were established by classical geodetic methods
 QG1359.and adjusted by the National Geodetic Survey in March 1998..
 QG1359
 QG1359.The orthometric height was scaled from a topographic map.
 QG1359
 QG1359.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1359
 QG1359.The geoid height was determined by GEOID03.
 QG1359
 QG1359;                    North         East     Units Scale Factor Converg.
 QG1359;SPC ME W     -   245,163.571   917,836.030   MT  0.99997058   +0 09 36.7
 QG1359;UTM  19      - 4,987,785.788   425,941.761   MT  0.99966744   -0 39 55.4
 QG1359
 QG1359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1359!SPC ME W     -   0.99992284  x   0.99997058  =   0.99989342
 QG1359!UTM  19      -   0.99992284  x   0.99966744  =   0.99959031
 QG1359
 QG1359:                Primary Azimuth Mark                     Grid Az
 QG1359:SPC ME W     -  NEW PORTLAND                             203 31 36.2
 QG1359:UTM  19      -  NEW PORTLAND                             204 21 08.3
 QG1359
 QG1359|---------------------------------------------------------------------|
 QG1359| PID    Reference Object                     Distance      Geod. Az  |
 QG1359|                                                           dddmmss.s |
 QG1359| PF1029 NEW PORTLAND                        APPROX.19.6 KM 2034112.9 |
 QG1359|---------------------------------------------------------------------|
 QG1359
 QG1359                          SUPERSEDED SURVEY CONTROL
 QG1359
 QG1359  NAD 83(1992)-  45 02 22.76347(N)    069 56 25.04553(W) AD(       ) 3
 QG1359  NAD 83(1986)-  45 02 22.76666(N)    069 56 25.05219(W) AD(       ) 3
 QG1359  NAD 27      -  45 02 22.57345(N)    069 56 26.84465(W) AD(       ) 3
 QG1359
 QG1359.Superseded values are not recommended for survey control.
 QG1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1359.See file dsdata.txt to determine how the superseded data were derived.
 QG1359
 QG1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK2594287786(NAD 83)
 QG1359_MARKER: DD = SURVEY DISK
 QG1359_SETTING: 80 = SET IN A BOULDER
 QG1359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG1359+STABILITY: SURFACE MOTION
 QG1359
 QG1359  HISTORY     - Date     Condition        Report By
 QG1359  HISTORY     - 1902     MONUMENTED       USGS
 QG1359  HISTORY     - 1902     GOOD             USGS
 QG1359
 QG1359                          STATION DESCRIPTION
 QG1359
 QG1359'DESCRIBED BY US GEOLOGICAL SURVEY 1902
 QG1359'BINGHAM, FROM THE JUNCTION OF U.S. 201 AND STATE ROUTE 16 IN THE
 QG1359'SOUTHERN PART OF, THENCE 0.2 MI SW. ACROSS KENNEBEC RIVER BRIDGE TO
 QG1359'JUNCTION, TURN RIGHT AND PROCEED GENERALLY NW. ALONG PAVED RD. ABOUT
 QG1359'4.9 MI TO T-RD. NW., CONTINUE ALONG PAVED RD. 0.65 MI TO T-RD. S.
 QG1359'AND LARGE BARN, TURN LEFT (S.) CROSSING HOUSTON BROOK FOR 0.7 MI TO
 QG1359'DIM TRAIL FORK AND END OF TRUCK TRAVEL, THENCE 0.75 MI ALONG DIM
 QG1359'TRAIL GENERALLY SE. CROSSING LITTLE HOUSTON BROOK, TURN EASTERLY
 QG1359'AND CLIMB TO HIGHEST POINT OF MOUNTAIN, A STANDARD DISK CEMENTED IN
 QG1359'BOULDER (NOW HAVING BEEN SHOT AT A NUMBER TO TIMES)
 QG1359'
 QG1359'REFERENCE MARK (1), A HOLE DRILLED 2 INCHES DEEP IN HIGHEST BOULDER
 QG1359'ON MOUNTAIN.  41.18 FT , N 23 DEG 22 MIN W.
 QG1359'
 QG1359'REFERENCE MARK (2), STUMP OF SPRUCE TREE.  22.5 FT HIGH.  44.6 FT,
 QG1359'N 52 DEG 20 MIN E.  (DESTROYED)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1032 ***********************************************************************
 PD1032  DESIGNATION -  FLETCHER 1882
 PD1032  PID         -  PD1032
 PD1032  STATE/COUNTY-  ME/WASHINGTON
 PD1032  USGS QUAD   -  MACHIAS (1977)
 PD1032
 PD1032                         *CURRENT SURVEY CONTROL
 PD1032  ___________________________________________________________________
 PD1032* NAD 83(1996)-  44 41 50.42533(N)    067 22 53.91364(W)     ADJUSTED  
 PD1032* NAVD 88     -        56.     (meters)     184.     (feet)  SCALED    
 PD1032  ___________________________________________________________________
 PD1032  LAPLACE CORR-           5.63  (seconds)                    DEFLEC99
 PD1032  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 PD1032
 PD1032  HORZ ORDER  -  THIRD
 PD1032
 PD1032.The horizontal coordinates were established by classical geodetic methods
 PD1032.and adjusted by the National Geodetic Survey in March 1998..
 PD1032
 PD1032.The orthometric height was scaled from a topographic map.
 PD1032
 PD1032.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1032
 PD1032.The geoid height was determined by GEOID03.
 PD1032
 PD1032;                    North         East     Units Scale Factor Converg.
 PD1032;SPC ME E     -   115,121.136   388,633.132   MT  0.99999657   +0 47 12.0
 PD1032;UTM  19      - 4,950,603.498   628,221.240   MT  0.99980217   +1 08 18.4
 PD1032
 PD1032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD1032!SPC ME E     -   0.99999483  x   0.99999657  =   0.99999140
 PD1032!UTM  19      -   0.99999483  x   0.99980217  =   0.99979700
 PD1032
 PD1032:                Primary Azimuth Mark                     Grid Az
 PD1032:SPC ME E     -  ACKLEY RESET                             097 32 21.8
 PD1032:UTM  19      -  ACKLEY RESET                             097 11 15.4
 PD1032
 PD1032|---------------------------------------------------------------------|
 PD1032| PID    Reference Object                     Distance      Geod. Az  |
 PD1032|                                                           dddmmss.s |
 PD1032| PD0987 ACKLEY RESET                        APPROX. 5.8 KM 0981933.8 |
 PD1032| PD0981 AVERY ROCK LIGHT                    APPROX. 5.6 KM 1480934.7 |
 PD1032|---------------------------------------------------------------------|
 PD1032
 PD1032                          SUPERSEDED SURVEY CONTROL
 PD1032
 PD1032  NAD 83(1992)-  44 41 50.42145(N)    067 22 53.91128(W) AD(       ) 3
 PD1032  NAD 83(1986)-  44 41 50.41747(N)    067 22 53.91366(W) AD(       ) 3
 PD1032  NAD 27      -  44 41 50.14500(N)    067 22 55.95700(W) AD(       ) 3
 PD1032
 PD1032.Superseded values are not recommended for survey control.
 PD1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1032.See file dsdata.txt to determine how the superseded data were derived.
 PD1032
 PD1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK2822150603(NAD 83)
 PD1032
 PD1032  HISTORY     - Date     Condition        Report By
 PD1032  HISTORY     - 1882     MONUMENTED       CGS
 PD1032  HISTORY     - 1913     SEE DESCRIPTION  CGS
 PD1032  HISTORY     - 1959     SEE DESCRIPTION  CGS
 PD1032  HISTORY     - 1973     SEE DESCRIPTION  MEDT
 PD1032
 PD1032                          STATION DESCRIPTION
 PD1032
 PD1032'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 PD1032'STATION IS ON THE HIGHEST POINT OF THE LARGE ROCKY HILL KNOWN AS
 PD1032'FLETCHER HILL, LOCATED ABOUT 2/3 MILE E OF MACHIASPORT AND
 PD1032'ABOUT 100 FEET E OF THE ROAD FROM E MACHIAS TO LITTLE COVE (E
 PD1032'SIDE OF MACHIAS RIVER).  THE STATION IS MARKED BY A HOLE DRILLED
 PD1032'IN THE ROCK.
 PD1032
 PD1032                          STATION RECOVERY (1959)
 PD1032
 PD1032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GFW)
 PD1032'STATION RECOVERED AS DESCRIBED.  THE PUBLISHED DESCRIPTION IS
 PD1032'ADEQUATE AND CORRECT.
 PD1032
 PD1032                          STATION RECOVERY (1973)
 PD1032
 PD1032'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1973
 PD1032'RECOVERED AS DESCRIBED, WITH THE FOLLOWING ADDITION.  A MAINE
 PD1032'HIGHWAY COMMISSION BRASS PLAQUE WAS INSTALLED IN THE DRILL HOLE,
 PD1032'THE PLAQUE IS STAMPED.  (1882 FLETCHER 1913 8-30-73)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0258 ***********************************************************************
 OC0258  DESIGNATION -  FLETCHERS NECK 156 RESET
 OC0258  PID         -  OC0258
 OC0258  STATE/COUNTY-  ME/YORK
 OC0258  USGS QUAD   -  BIDDEFORD POOL (1970)
 OC0258
 OC0258                         *CURRENT SURVEY CONTROL
 OC0258  ___________________________________________________________________
 OC0258* NAD 83(1996)-  43 26 56.21884(N)    070 20 28.22422(W)     ADJUSTED  
 OC0258* NAVD 88     -        12.874  (meters)      42.24   (feet)  ADJUSTED  
 OC0258  ___________________________________________________________________
 OC0258  LAPLACE CORR-           2.93  (seconds)                    DEFLEC99
 OC0258  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 OC0258  DYNAMIC HT  -          12.872 (meters)      42.23  (feet)  COMP
 OC0258  MODELED GRAV-     980,493.4   (mgal)                       NAVD 88
 OC0258
 OC0258  HORZ ORDER  -  SECOND
 OC0258  VERT ORDER  -  SECOND    CLASS 0
 OC0258
 OC0258.The horizontal coordinates were established by classical geodetic methods
 OC0258.and adjusted by the National Geodetic Survey in March 1998..
 OC0258
 OC0258.The orthometric height was determined by differential leveling
 OC0258.and adjusted by the National Geodetic Survey in June 1991..
 OC0258
 OC0258.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC0258
 OC0258.The geoid height was determined by GEOID03.
 OC0258
 OC0258.The dynamic height is computed by dividing the NAVD 88
 OC0258.geopotential number by the normal gravity value computed on the
 OC0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0258.degrees latitude (g = 980.6199 gals.).
 OC0258
 OC0258.The modeled gravity was interpolated from observed gravity values.
 OC0258
 OC0258;                    North         East     Units Scale Factor Converg.
 OC0258;SPC ME W     -    68,404.711   885,875.060   MT  0.99996912   -0 07 12.0
 OC0258;UTM  19      - 4,811,545.391   391,481.875   MT  0.99974485   -0 55 20.7
 OC0258
 OC0258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC0258!SPC ME W     -   1.00000208  x   0.99996912  =   0.99997120
 OC0258!UTM  19      -   1.00000208  x   0.99974485  =   0.99974693
 OC0258
 OC0258:                Primary Azimuth Mark                     Grid Az
 OC0258:SPC ME W     -  PROUTS NECK STANDPIPE                    011 26 02.2
 OC0258:UTM  19      -  PROUTS NECK STANDPIPE                    012 14 10.9
 OC0258
 OC0258|---------------------------------------------------------------------|
 OC0258| PID    Reference Object                     Distance      Geod. Az  |
 OC0258|                                                           dddmmss.s |
 OC0258| OC1903 PROUTS NECK STANDPIPE               APPROX. 9.2 KM 0111850.2 |
 OC0258| OC1997 FLETCHERS NECK FCT 1943             151.463 METERS 19147     |
 OC0258| OC0260 FLETCHERS NECK 156 RM 1              17.215 METERS 24806     |
 OC0258| OC2049 FLETCHERS NECK WATER TANK           APPROX. 3.4 KM 2503358.0 |
 OC0258| OC2044 BIDDEFORD ST JOSEPH CATH CH         APPROX.10.9 KM 2971635.8 |
 OC0258| OC2037 BIDDEFORD PEPPERELL CO STACK        APPROX.10.1 KM 2991706.0 |
 OC0258| OC1920 OLD ORCHARD STANDPIPE               APPROX. 8.2 KM 3313020.2 |
 OC0258| OC0259 FLETCHERS NECK 156 RM 2              28.061 METERS 33647     |
 OC0258|---------------------------------------------------------------------|
 OC0258
 OC0258                          SUPERSEDED SURVEY CONTROL
 OC0258
 OC0258  NAD 83(1992)-  43 26 56.21744(N)    070 20 28.22560(W) AD(       ) 2
 OC0258  NAD 83(1986)-  43 26 56.22333(N)    070 20 28.23128(W) AD(       ) 2
 OC0258  NAD 27      -  43 26 55.92100(N)    070 20 30.06600(W) AD(       ) 2
 OC0258  NGVD 29 (??/??/92)   13.092  (m)           42.95   (f) ADJ UNCH    2 0
 OC0258
 OC0258.Superseded values are not recommended for survey control.
 OC0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0258.See file dsdata.txt to determine how the superseded data were derived.
 OC0258
 OC0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9148211545(NAD 83)
 OC0258_MARKER: DD = SURVEY DISK
 OC0258_SETTING: 66 = SET IN ROCK OUTCROP
 OC0258_STAMPING: FLETCHERS NECK 156 1941
 OC0258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC0258
 OC0258  HISTORY     - Date     Condition        Report By
 OC0258  HISTORY     - 1979     MONUMENTED       NGS
 OC0258  HISTORY     - 1943     GOOD             NGS
 OC0258  HISTORY     - 1976     POOR             NGS
 OC0258
 OC0258                          STATION DESCRIPTION
 OC0258
 OC0258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 OC0258'THE STEM OF THE ORIGINAL MARK AND REFERENCE MARKS 1 AND 2 WERE
 OC0258'RECOVERED.  THE STATION DISK HAD BEEN TORN AWAY.  A NEW DISK WAS SET
 OC0258'AT THIS TIME.  THE 1941 DISTANCE AND DIRECTION TO THE REFERENCE MARKS
 OC0258'CHECKED.  A NEW DESCRIPTION FOLLOWS.
 OC0258'
 OC0258'THE STATION IS LOCATED ON A PRIVATE GOLF COURSE IN THE SMALL TOWN OF
 OC0258'BIDDEFORD POOL.
 OC0258'
 OC0258'THE STATION MARK STAMPED---FLETCHERS NECK 156 1941 1979---IS A
 OC0258'STANDARD DISK CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP THAT IS
 OC0258'FLUSH WITH THE GROUND.  IT IS ABOUT 50 YARDS EAST OF THE MENS TEE FOR
 OC0258'THE FOURTH HOLE, 69 FEET NORTHEAST OF A 12-INCH PINE TREE AND 19 FEET
 OC0258'SOUTHEAST OF A METAL WITNESS POST.
 OC0258'
 OC0258'REFERENCE MARK 1 STAMPED---FLETCHERS NECK 156 NO 1 1941---IS A
 OC0258'STANDARD DISK CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP THAT PROJECTS
 OC0258'ABOUT 4 FEET.  IT IS 64 FEET NORTH-NORTHWEST OF THE PINE TREE AND 42
 OC0258'FEET WEST-SOUTHWEST OF THE METAL WITNESS POST.
 OC0258'
 OC0258'REFERENCE MARK 2 STAMPED---FLETCHERS NECK 156 NO 2 1941---IS A
 OC0258'STANDARD DISK CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP THAT PROJECTS
 OC0258'2 FEET ON THE SOUTH EDGE.  IT IS 84 FEET NORTH-NORTHEAST OF THE METAL
 OC0258'WITNESS POST.
 OC0258
 OC0258                          STATION RECOVERY (1943)
 OC0258
 OC0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 OC0258'1 MI E FROM BIDDEFORD POOL.
 OC0258'1 MILE EAST OF BIDDEFORD POOL, YORK COUNTY, ON THE NORTHWEST
 OC0258'PART OF FLETCHER NECK, 0.4 MILE WEST OF THE EXTREME POINT, IN
 OC0258'A BRUSHY AND ROCKY AREA OF GROUND, NORTH OF THE NORTHEAST
 OC0258'CORNER OF A GOLF COURSE, AND 500 FEET NORTH OF A CONCRETE ARMY
 OC0258'FIRE CONTROL TOWER.
 OC0258
 OC0258                          STATION RECOVERY (1976)
 OC0258
 OC0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0258'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0259 ***********************************************************************
 OC0259  DESIGNATION -  FLETCHERS NECK 156 RM 2
 OC0259  PID         -  OC0259
 OC0259  STATE/COUNTY-  ME/YORK
 OC0259  USGS QUAD   -  BIDDEFORD POOL (1970)
 OC0259
 OC0259                         *CURRENT SURVEY CONTROL
 OC0259  ___________________________________________________________________
 OC0259* NAD 83(1986)-  43 26 55.     (N)    070 20 28.     (W)     SCALED    
 OC0259* NAVD 88     -        12.114  (meters)      39.74   (feet)  ADJUSTED  
 OC0259  ___________________________________________________________________
 OC0259  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 OC0259  DYNAMIC HT  -          12.113 (meters)      39.74  (feet)  COMP
 OC0259  MODELED GRAV-     980,493.4   (mgal)                       NAVD 88
 OC0259
 OC0259  VERT ORDER  -  SECOND    CLASS 0
 OC0259
 OC0259.The horizontal coordinates were scaled from a topographic map and have
 OC0259.an estimated accuracy of +/- 6 seconds.
 OC0259
 OC0259.The orthometric height was determined by differential leveling
 OC0259.and adjusted by the National Geodetic Survey in June 1991..
 OC0259
 OC0259.The geoid height was determined by GEOID03.
 OC0259
 OC0259.The dynamic height is computed by dividing the NAVD 88
 OC0259.geopotential number by the normal gravity value computed on the
 OC0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0259.degrees latitude (g = 980.6199 gals.).
 OC0259
 OC0259.The modeled gravity was interpolated from observed gravity values.
 OC0259
 OC0259;                    North         East    Units  Estimated Accuracy
 OC0259;SPC ME W     -    68,370.      885,880.      MT  (+/- 180 meters Scaled)
 OC0259
 OC0259                          SUPERSEDED SURVEY CONTROL
 OC0259
 OC0259  NGVD 29 (??/??/92)   12.332  (m)           40.46   (f) ADJ UNCH    2 0
 OC0259
 OC0259.Superseded values are not recommended for survey control.
 OC0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0259.See file dsdata.txt to determine how the superseded data were derived.
 OC0259
 OC0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ914115(NAD 83)
 OC0259_MARKER: DR = REFERENCE MARK DISK
 OC0259_SETTING: 66 = SET IN ROCK OUTCROP
 OC0259_SP_SET: ROCK LEDGE
 OC0259_STAMPING: FLETCHERS NECK 156 1941
 OC0259_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC0259+STABILITY: POSITION/ELEVATION WELL
 OC0259
 OC0259  HISTORY     - Date     Condition        Report By
 OC0259  HISTORY     - 1941     MONUMENTED       CGS
 OC0259  HISTORY     - 1943     GOOD             NGS
 OC0259  HISTORY     - 1976     MARK NOT FOUND   NGS
 OC0259
 OC0259                          STATION DESCRIPTION
 OC0259
 OC0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 OC0259'1 MI E FROM BIDDEFORD POOL.
 OC0259'1 MILE EAST OF BIDDEFORD POOL, YORK COUNTY, ON THE NORTHWEST
 OC0259'PART OF FLETCHER NECK, 0.4 MILE WEST OF EXTREME POINT, IN A
 OC0259'BRUSHY AND ROCKY AREA OF GROUND, NORTH OF THE NORTHEAST CORNER
 OC0259'OF A GOLF COURSE, 550 FEET NORTH OF A CONCRETE ARMY FIRE CONTROL
 OC0259'TOWER, AND IN A SMALL LEDGE ROCK ABOUT 2 FEET HIGHER.
 OC0259
 OC0259                          STATION RECOVERY (1976)
 OC0259
 OC0259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0259'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0260 ***********************************************************************
 OC0260  DESIGNATION -  FLETCHERS NECK 156 RM 1
 OC0260  PID         -  OC0260
 OC0260  STATE/COUNTY-  ME/YORK
 OC0260  USGS QUAD   -  BIDDEFORD POOL (1970)
 OC0260
 OC0260                         *CURRENT SURVEY CONTROL
 OC0260  ___________________________________________________________________
 OC0260* NAD 83(1986)-  43 26 55.     (N)    070 20 28.     (W)     SCALED    
 OC0260* NAVD 88     -        14.047  (meters)      46.09   (feet)  ADJUSTED  
 OC0260  ___________________________________________________________________
 OC0260  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 OC0260  DYNAMIC HT  -          14.045 (meters)      46.08  (feet)  COMP
 OC0260  MODELED GRAV-     980,493.4   (mgal)                       NAVD 88
 OC0260
 OC0260  VERT ORDER  -  SECOND    CLASS 0
 OC0260
 OC0260.The horizontal coordinates were scaled from a topographic map and have
 OC0260.an estimated accuracy of +/- 6 seconds.
 OC0260
 OC0260.The orthometric height was determined by differential leveling
 OC0260.and adjusted by the National Geodetic Survey in June 1991..
 OC0260
 OC0260.The geoid height was determined by GEOID03.
 OC0260
 OC0260.The dynamic height is computed by dividing the NAVD 88
 OC0260.geopotential number by the normal gravity value computed on the
 OC0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0260.degrees latitude (g = 980.6199 gals.).
 OC0260
 OC0260.The modeled gravity was interpolated from observed gravity values.
 OC0260
 OC0260;                    North         East    Units  Estimated Accuracy
 OC0260;SPC ME W     -    68,370.      885,880.      MT  (+/- 180 meters Scaled)
 OC0260
 OC0260                          SUPERSEDED SURVEY CONTROL
 OC0260
 OC0260  NGVD 29 (??/??/92)   14.265  (m)           46.80   (f) ADJ UNCH    2 0
 OC0260
 OC0260.Superseded values are not recommended for survey control.
 OC0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0260.See file dsdata.txt to determine how the superseded data were derived.
 OC0260
 OC0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ914115(NAD 83)
 OC0260_MARKER: DR = REFERENCE MARK DISK
 OC0260_SETTING: 80 = SET IN A BOULDER
 OC0260_SP_SET: BOULDER
 OC0260_STAMPING: FLETCHERS NECK 156 1941 NO 1
 OC0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC0260+STABILITY: SURFACE MOTION
 OC0260
 OC0260  HISTORY     - Date     Condition        Report By
 OC0260  HISTORY     - 1941     MONUMENTED       CGS
 OC0260  HISTORY     - 1943     GOOD             NGS
 OC0260  HISTORY     - 1976     GOOD             NGS
 OC0260
 OC0260                          STATION DESCRIPTION
 OC0260
 OC0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 OC0260'1 MI E FROM BIDDEFORD POOL.
 OC0260'1.0 MILE EAST OF BIDDEFORD POOL, ON THE NORTHWEST PART OF
 OC0260'FLETCHER NECK, 0.4 MILE WEST OF THE EXTREME POINT, IN A BRUSHY
 OC0260'AND ROCKY AREA OF GROUND, NORTH OF THE NORTHEAST CORNER OF A
 OC0260'GOLF COURSE, 500 FEET NORTH OF A CONCRETE ARMY FIRE CONTROL
 OC0260'TOWER, AND IN A LARGE BOULDER ABOUT 5 FEET HIGHER THAN THE
 OC0260'SURROUNDING GROUND.
 OC0260
 OC0260                          STATION RECOVERY (1976)
 OC0260
 OC0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0260'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2049 ***********************************************************************
 OC2049  DESIGNATION -  FLETCHERS NECK WATER TANK
 OC2049  PID         -  OC2049
 OC2049  STATE/COUNTY-  ME/YORK
 OC2049  USGS QUAD   -  BIDDEFORD (1975)
 OC2049
 OC2049                         *CURRENT SURVEY CONTROL
 OC2049  ___________________________________________________________________
 OC2049* NAD 83(1996)-  43 26 19.99851(N)    070 22 49.01317(W)     ADJUSTED  
 OC2049* NAVD 88     -                                                        
 OC2049  ___________________________________________________________________
 OC2049  LAPLACE CORR-           3.22  (seconds)                    DEFLEC99
 OC2049  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 OC2049
 OC2049  HORZ ORDER  -  THIRD
 OC2049
 OC2049.The horizontal coordinates were established by classical geodetic methods
 OC2049.and adjusted by the National Geodetic Survey in March 1998..
 OC2049
 OC2049
 OC2049.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2049
 OC2049.The geoid height was determined by GEOID03.
 OC2049
 OC2049;                    North         East     Units Scale Factor Converg.
 OC2049;SPC ME W     -    67,294.307   882,706.706   MT  0.99997034   -0 08 48.8
 OC2049;UTM  19      - 4,810,479.698   388,298.985   MT  0.99975348   -0 56 56.9
 OC2049
 OC2049                          SUPERSEDED SURVEY CONTROL
 OC2049
 OC2049  NAD 83(1992)-  43 26 19.99714(N)    070 22 49.01460(W) AD(       ) 4
 OC2049  NAD 83(1986)-  43 26 20.00301(N)    070 22 49.02030(W) AD(       ) 4
 OC2049  NAD 27      -  43 26 19.70000(N)    070 22 50.87200(W) AD(       ) 3
 OC2049
 OC2049.Superseded values are not recommended for survey control.
 OC2049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2049.See file dsdata.txt to determine how the superseded data were derived.
 OC2049
 OC2049_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ8829910480(NAD 83)
 OC2049_MARKER: 51 = TANK
 OC2049
 OC2049  HISTORY     - Date     Condition        Report By
 OC2049  HISTORY     - 1941     FIRST OBSERVED   CGS
 OC2049  HISTORY     - 1943     GOOD             CGS
 OC2049  HISTORY     - 1953     GOOD             CGS
 OC2049  HISTORY     - 1979     GOOD             LOCENG
 OC2049  HISTORY     - 1982     GOOD             USPSQD
 OC2049
 OC2049                          STATION DESCRIPTION
 OC2049
 OC2049'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC2049'THIS INTERSECTION STATION IS A TALL STEEL TANK OF THE KENNEBUNK
 OC2049'WATER DISTRICT.  IT IS LOCATED ABOUT 2.1 MILES SW OF THE EXTREME
 OC2049'POINT OF FLETCHERS NECK, 1.3 MILES S OF SACO RIVER, 5 MILES SE
 OC2049'OF BIDDEFORD, AND ABOUT 100 YARDS W OF STATE HIGHWAY 9.
 OC2049
 OC2049                          STATION RECOVERY (1943)
 OC2049
 OC2049'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 OC2049'STATION RECOVERED IN GOOD CONDITION.  TANK IS VERY PROMINENT AND
 OC2049'IS NOW PAINTED GREEN.
 OC2049
 OC2049                          STATION RECOVERY (1953)
 OC2049
 OC2049'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EHK)
 OC2049'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS
 OC2049'ADEQUATE.
 OC2049
 OC2049                          STATION RECOVERY (1979)
 OC2049
 OC2049'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979 (DAM)
 OC2049'STATION RECOVERED BY WHITMAN AND HOWARD, INC.
 OC2049'
 OC2049'GOOD
 OC2049'
 OC2049'DESCRIPTION IS ADEQUATE.
 OC2049
 OC2049                          STATION RECOVERY (1982)
 OC2049
 OC2049'RECOVERY NOTE BY US POWER SQUADRON 1982 (HMB)
 OC2049'THIS INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION.  THE
 OC2049'DESCRIPTION OF P.L.B. IN 1941 IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1972 ***********************************************************************
 PE1972  DESIGNATION -  FLYE POINT FLAGSTAFF
 PE1972  PID         -  PE1972
 PE1972  STATE/COUNTY-  ME/HANCOCK
 PE1972  USGS QUAD   -  BROOKLIN (1981)
 PE1972
 PE1972                         *CURRENT SURVEY CONTROL
 PE1972  ___________________________________________________________________
 PE1972* NAD 83(1996)-  44 16 06.20734(N)    068 31 57.39147(W)     ADJUSTED  
 PE1972* NAVD 88     -                                                        
 PE1972  ___________________________________________________________________
 PE1972  LAPLACE CORR-           4.96  (seconds)                    DEFLEC99
 PE1972  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 PE1972
 PE1972  HORZ ORDER  -  THIRD
 PE1972
 PE1972.The horizontal coordinates were established by classical geodetic methods
 PE1972.and adjusted by the National Geodetic Survey in March 1998..
 PE1972
 PE1972
 PE1972.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1972
 PE1972.The geoid height was determined by GEOID03.
 PE1972
 PE1972;                    North         East     Units Scale Factor Converg.
 PE1972;SPC ME E     -    66,852.382   297,396.656   MT  0.99990008   -0 01 21.9
 PE1972;UTM  19      - 4,901,789.339   537,303.355   MT  0.99961711   +0 19 34.5
 PE1972
 PE1972                          SUPERSEDED SURVEY CONTROL
 PE1972
 PE1972  NAD 83(1992)-  44 16 06.21298(N)    068 31 57.37396(W) AD(       ) 4
 PE1972  NAD 83(1986)-  44 16 06.21370(N)    068 31 57.37793(W) AD(       ) 4
 PE1972  NAD 27      -  44 16 05.93000(N)    068 31 59.30000(W) AD(       ) 3
 PE1972
 PE1972.Superseded values are not recommended for survey control.
 PE1972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1972.See file dsdata.txt to determine how the superseded data were derived.
 PE1972
 PE1972_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK3730301789(NAD 83)
 PE1972
 PE1972  HISTORY     - Date     Condition        Report By
 PE1972  HISTORY     - UNK      MONUMENTED
 PE1972  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE1972  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE1972
 PE1972                          STATION DESCRIPTION
 PE1972
 PE1972'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1972'THE STATION IS LOST.
 PE1972
 PE1972                          STATION RECOVERY (1944)
 PE1972
 PE1972'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1972'THE STATION IS LOST.  THE FLAGPOLE WAS BLOWN DOWN IN A GALE
 PE1972'DURING THE YEAR OF 1869 ACCORDING TO AN AGED RESIDENT OF THE
 PE1972'VICINITY WHO REMEMBERS THE FLAGSTAFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1576 ***********************************************************************
 QF1576  DESIGNATION -  FOG IBC
 QF1576  PID         -  QF1576
 QF1576  STATE/COUNTY-  ME/WASHINGTON
 QF1576  USGS QUAD   -  LAMBERT LAKE (1988)
 QF1576
 QF1576                         *CURRENT SURVEY CONTROL
 QF1576  ___________________________________________________________________
 QF1576* NAD 83(1996)-  45 36 34.97824(N)    067 35 05.10879(W)     ADJUSTED  
 QF1576* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 QF1576  ___________________________________________________________________
 QF1576  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 QF1576  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 QF1576
 QF1576  HORZ ORDER  -  THIRD
 QF1576
 QF1576.The horizontal coordinates were established by classical geodetic methods
 QF1576.and adjusted by the National Geodetic Survey in March 1998..
 QF1576
 QF1576.The orthometric height was scaled from a topographic map.
 QF1576
 QF1576.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1576
 QF1576.The geoid height was determined by GEOID03.
 QF1576
 QF1576;                    North         East     Units Scale Factor Converg.
 QF1576;SPC ME E     -   216,306.681   371,387.713   MT  0.99996264   +0 39 14.6
 QF1576;UTM  19      - 5,051,659.790   610,353.592   MT  0.99974972   +1 00 41.1
 QF1576
 QF1576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1576!SPC ME E     -   0.99998541  x   0.99996264  =   0.99994805
 QF1576!UTM  19      -   0.99998541  x   0.99974972  =   0.99973514
 QF1576
 QF1576:                Primary Azimuth Mark                     Grid Az
 QF1576:SPC ME E     -  AURORA                                   132 22 31.2
 QF1576:UTM  19      -  AURORA                                   132 01 04.7
 QF1576
 QF1576|---------------------------------------------------------------------|
 QF1576| PID    Reference Object                     Distance      Geod. Az  |
 QF1576|                                                           dddmmss.s |
 QF1576| QF1573 AURORA                              APPROX. 1.0 KM 1330145.8 |
 QF1576| QF1577 REFERENCE MON 98=ASH                219.164 METERS 31658     |
 QF1576|---------------------------------------------------------------------|
 QF1576
 QF1576                          SUPERSEDED SURVEY CONTROL
 QF1576
 QF1576  NAD 83(1992)-  45 36 34.97455(N)    067 35 05.10612(W) AD(       ) 3
 QF1576  NAD 83(1986)-  45 36 34.97782(N)    067 35 05.11752(W) AD(       ) 3
 QF1576  NAD 27      -  45 36 34.74349(N)    067 35 07.08812(W) AD(       ) 3
 QF1576
 QF1576.Superseded values are not recommended for survey control.
 QF1576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1576.See file dsdata.txt to determine how the superseded data were derived.
 QF1576
 QF1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL1035451660(NAD 83)
 QF1576_MARKER: DD = SURVEY DISK
 QF1576_SETTING: 80 = SET IN A BOULDER
 QF1576_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF1576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1576+STABILITY: SURFACE MOTION
 QF1576
 QF1576  HISTORY     - Date     Condition        Report By
 QF1576  HISTORY     - 1912     MONUMENTED       IBC
 QF1576  HISTORY     - 1955     GOOD             IBC
 QF1576  HISTORY     - 1972     GOOD             IBC
 QF1576
 QF1576                          STATION DESCRIPTION
 QF1576
 QF1576'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (AJB)
 QF1576'ON THE W SHORE OF THE PENINSULA THAT LIES W OF SANDY BAY COVE AND
 QF1576'ABOUT 1-1/4 MILES UPLAKE FROM SANDY POINT AT THE TIP OF THE
 QF1576'PENINSULA.  IT IS OPPOSITE THE LARGEST AND MOST EASTERLY OF
 QF1576'THE---FIVE ISLANDS---, ON A ROCK ABOUT 4 BY 5 METERS IN CROSS
 QF1576'SECTION AND 1.5 METERS HIGH, ON LANDSIDE, SLOPING TOWARD THE LAKE.
 QF1576'THE STATION IS ABOUT 115 FEET OUTSIDE THE TREE AND HIGH - WATER LINE,
 QF1576'JUST OUTSIDE THE LOW - WATER LINE, AND ABOUT EVEN WITH SURFACE OF
 QF1576'HIGH WATER.
 QF1576'
 QF1576'STATION MARK IS A US AND CB BRONZE DISK SET IN A DRILL HOLE IN THE
 QF1576'ROCK.  THREE HOLES ARE DRILLED IN THE STATION ROCK, ONE UPLAKE 1.87
 QF1576'METERS, ONE DOWNLAKE 1.87 METERS, AND ONE INLAND 1.93 METERS FROM
 QF1576'STATION.
 QF1576
 QF1576                          STATION RECOVERY (1955)
 QF1576
 QF1576'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1576'STATION RECOVERED IN GOOD CONDITION.
 QF1576
 QF1576                          STATION RECOVERY (1972)
 QF1576
 QF1576'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1576'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2486 ***********************************************************************
 PE2486  DESIGNATION -  FOGG
 PE2486  PID         -  PE2486
 PE2486  STATE/COUNTY-  ME/SOMERSET
 PE2486  USGS QUAD   -  SKOWHEGAN (1989)
 PE2486
 PE2486                         *CURRENT SURVEY CONTROL
 PE2486  ___________________________________________________________________
 PE2486* NAD 83(1996)-  44 49 41.27476(N)    069 37 58.55395(W)     ADJUSTED  
 PE2486* NAVD 88     -       236.     (meters)     774.     (feet)  SCALED    
 PE2486  ___________________________________________________________________
 PE2486  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 PE2486  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 PE2486
 PE2486  HORZ ORDER  -  THIRD
 PE2486
 PE2486.The horizontal coordinates were established by classical geodetic methods
 PE2486.and adjusted by the National Geodetic Survey in March 1998..
 PE2486
 PE2486.The orthometric height was scaled from a topographic map.
 PE2486
 PE2486.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2486
 PE2486.The geoid height was determined by GEOID03.
 PE2486
 PE2486;                    North         East     Units Scale Factor Converg.
 PE2486;SPC ME W     -   221,771.165   942,207.535   MT  0.99998856   +0 22 34.6
 PE2486;UTM  19      - 4,964,053.148   449,966.388   MT  0.99963078   -0 26 46.4
 PE2486
 PE2486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2486!SPC ME W     -   0.99996707  x   0.99998856  =   0.99995563
 PE2486!UTM  19      -   0.99996707  x   0.99963078  =   0.99959786
 PE2486
 PE2486:                Primary Azimuth Mark                     Grid Az
 PE2486:SPC ME W     -  BIGELOW                                  209 56 24.0
 PE2486:UTM  19      -  BIGELOW                                  210 45 45.0
 PE2486
 PE2486|---------------------------------------------------------------------|
 PE2486| PID    Reference Object                     Distance      Geod. Az  |
 PE2486|                                                           dddmmss.s |
 PE2486| PE2503 BIGELOW                             APPROX.14.8 KM 2101858.6 |
 PE2486|---------------------------------------------------------------------|
 PE2486
 PE2486                          SUPERSEDED SURVEY CONTROL
 PE2486
 PE2486  NAD 83(1992)-  44 49 41.27352(N)    069 37 58.54925(W) AD(       ) 3
 PE2486  NAD 83(1986)-  44 49 41.27800(N)    069 37 58.55714(W) AD(       ) 3
 PE2486  NAD 27      -  44 49 41.06083(N)    069 38 00.37673(W) AD(       ) 3
 PE2486
 PE2486.Superseded values are not recommended for survey control.
 PE2486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2486.See file dsdata.txt to determine how the superseded data were derived.
 PE2486
 PE2486_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK4996664053(NAD 83)
 PE2486_MARKER: Z = SEE DESCRIPTION
 PE2486_SETTING: 0 = UNSPECIFIED SETTING
 PE2486_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE2486
 PE2486  HISTORY     - Date     Condition        Report By
 PE2486  HISTORY     - 1902     MONUMENTED       USGS
 PE2486
 PE2486                          STATION DESCRIPTION
 PE2486
 PE2486'DESCRIBED BY US GEOLOGICAL SURVEY 1902
 PE2486'SITUATED IN TOWN OF CORNVILLE, ON BARE HILL ABOUT 6.0 MI NE. OF
 PE2486'SKOWHEGAN ON LAND OWNED BY C. M. FOGG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1489 ***********************************************************************
 OC1489  DESIGNATION -  FOGG POINT WATER TANK
 OC1489  PID         -  OC1489
 OC1489  STATE/COUNTY-  ME/CUMBERLAND
 OC1489  USGS QUAD   -  YARMOUTH (1975)
 OC1489
 OC1489                         *CURRENT SURVEY CONTROL
 OC1489  ___________________________________________________________________
 OC1489* NAD 83(1996)-  43 47 49.72400(N)    070 08 03.05020(W)     ADJUSTED  
 OC1489* NAVD 88     -                                                        
 OC1489  ___________________________________________________________________
 OC1489  LAPLACE CORR-           3.34  (seconds)                    DEFLEC99
 OC1489  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 OC1489
 OC1489  HORZ ORDER  -  THIRD
 OC1489
 OC1489.The horizontal coordinates were established by classical geodetic methods
 OC1489.and adjusted by the National Geodetic Survey in March 1998..
 OC1489
 OC1489
 OC1489.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1489
 OC1489.The geoid height was determined by GEOID03.
 OC1489
 OC1489;                    North         East     Units Scale Factor Converg.
 OC1489;SPC ME W     -   107,075.404   902,614.357   MT  0.99996675   +0 01 20.9
 OC1489;UTM  19      - 4,849,967.709   408,758.576   MT  0.99970239   -0 47 06.1
 OC1489
 OC1489                          SUPERSEDED SURVEY CONTROL
 OC1489
 OC1489  NAD 83(1992)-  43 47 49.72240(N)    070 08 03.05028(W) AD(       ) 4
 OC1489  NAD 83(1986)-  43 47 49.72827(N)    070 08 03.05554(W) AD(       ) 4
 OC1489  NAD 27      -  43 47 49.43800(N)    070 08 04.87100(W) AD(       ) 3
 OC1489
 OC1489.Superseded values are not recommended for survey control.
 OC1489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1489.See file dsdata.txt to determine how the superseded data were derived.
 OC1489
 OC1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0875949968(NAD 83)
 OC1489
 OC1489  HISTORY     - Date     Condition        Report By
 OC1489  HISTORY     - UNK      MONUMENTED
 OC1489  HISTORY     - 1941     SEE DESCRIPTION  CGS
 OC1489
 OC1489                          STATION DESCRIPTION
 OC1489
 OC1489'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FLP)
 OC1489'STATION IS LOST.  THE WATER TOWER IS NO LONGER IN EXISTENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0703 ***********************************************************************
 PD0703  DESIGNATION -  FOLLY IBC 1913
 PD0703  PID         -  PD0703
 PD0703  STATE/COUNTY-  ME/WASHINGTON
 PD0703  USGS QUAD   -  LUBEC (1977)
 PD0703
 PD0703                         *CURRENT SURVEY CONTROL
 PD0703  ___________________________________________________________________
 PD0703* NAD 83(1996)-  44 52 03.92205(N)    066 59 02.51960(W)     ADJUSTED  
 PD0703* NAVD 88     -                                                        
 PD0703  ___________________________________________________________________
 PD0703  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 PD0703  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 PD0703
 PD0703  HORZ ORDER  -  THIRD
 PD0703
 PD0703.The horizontal coordinates were established by classical geodetic methods
 PD0703.and adjusted by the National Geodetic Survey in March 1998..
 PD0703
 PD0703
 PD0703.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0703
 PD0703.The geoid height was determined by GEOID03.
 PD0703
 PD0703;                    North         East     Units Scale Factor Converg.
 PD0703;SPC ME E     -   134,566.805   419,791.926   MT  1.00007641   +1 04 10.6
 PD0703;UTM  19      - 4,970,236.888   659,254.293   MT  0.99991187   +1 25 21.0
 PD0703
 PD0703|---------------------------------------------------------------------|
 PD0703| PID    Reference Object                     Distance      Geod. Az  |
 PD0703|                                                           dddmmss.s |
 PD0703| PD0747 CHAMBERS IBC                        351.677 METERS 11311     |
 PD0703| PD0684 BREAKWATER 2 IBC                    APPROX. 0.6 KM 1713430.2 |
 PD0703| PD0681 BREAKWATER                          APPROX. 0.6 KM 1713524.1 |
 PD0703| PD0685 RANGE MARK 27 IBC 1919              APPROX. 0.6 KM 1714919.6 |
 PD0703| PD0699 LUBEC LOWER CHURCH SPIRE            APPROX. 0.8 KM 2012003.9 |
 PD0703|---------------------------------------------------------------------|
 PD0703
 PD0703                          SUPERSEDED SURVEY CONTROL
 PD0703
 PD0703  NAD 83(1992)-  44 52 03.91159(N)    066 59 02.52209(W) AD(       ) 3
 PD0703  NAD 83(1986)-  44 52 03.90541(N)    066 59 02.52413(W) AD(       ) 3
 PD0703  NAD 27      -  44 52 03.61800(N)    066 59 04.61400(W) AD(       ) 3
 PD0703
 PD0703.Superseded values are not recommended for survey control.
 PD0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0703.See file dsdata.txt to determine how the superseded data were derived.
 PD0703
 PD0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5925470237(NAD 83)
 PD0703_MARKER: N = NAIL
 PD0703_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 PD0703_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 PD0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0703+STABILITY: SURFACE MOTION
 PD0703
 PD0703  HISTORY     - Date     Condition        Report By
 PD0703  HISTORY     - 1913     MONUMENTED       IBC
 PD0703  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0703  HISTORY     - 1946     MARK NOT FOUND   IBC
 PD0703
 PD0703                          STATION DESCRIPTION
 PD0703
 PD0703'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1913 (JEM)
 PD0703'ON POPES FOLLY ISLAND, PASSAMAQUODDY BAY, 3/8 MILE NE OF LUBEC, ME.
 PD0703'THE STATION IS 6.5 METERS INLAND FROM THE PRECIPITOUS FACE OF THE
 PD0703'SE END OF THE ISLAND.
 PD0703'
 PD0703'STATION MARK IS A NAILHEAD SET IN THE TOP OF A CONCRETE - FILLED
 PD0703'DRAIN TILE PLACED FLUSH WITH THE GROUND AND SET IN A MASS OF
 PD0703'CONCRETE.
 PD0703
 PD0703                          STATION RECOVERY (1946)
 PD0703
 PD0703'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0703'THE STATION IS ON POPES FOLLY ISLAND, PASSAMAQUODDY BAY, 3/8
 PD0703'MILE NE OF LUBEC, MAINE.  THE STATION IS 6.5 METERS INLAND FROM
 PD0703'THE PRECIPITOUS FACE OF THE SE END OF THE ISLAND.
 PD0703'
 PD0703'THE STATION MARK IS A NAILHEAD SET IN THE TOP OF A CEMENT-FILLED
 PD0703'DRAIN TILE PLACED FLUSH WITH THE GROUND AND SET IN A MASS OF
 PD0703'CONCRETE.
 PD0703'
 PD0703'NOT RECOVERED IN 1946 DUE TO HEAVY UNDERBRUSH AND STATION
 PD0703'PROBABLY COVERED BY EARTH.
 PD0703
 PD0703                          STATION RECOVERY (1946)
 PD0703
 PD0703'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 PD0703'NOT RECOVERED DUE TO HEAVY UNDERBRUSH AND STATION PROBABLY COVERED
 PD0703'BY EARTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1686 ***********************************************************************
 QF1686  DESIGNATION -  FOREST CITY BAPTIST CH SP
 QF1686  PID         -  QF1686
 QF1686  STATE/COUNTY-  ME/WASHINGTON
 QF1686  USGS QUAD   -  FOREST CITY (1988)
 QF1686
 QF1686                         *CURRENT SURVEY CONTROL
 QF1686  ___________________________________________________________________
 QF1686* NAD 83(1996)-  45 39 53.09074(N)    067 43 42.32258(W)     ADJUSTED  
 QF1686* NAVD 88     -       146.     (meters)     479.     (feet)  SCALED    
 QF1686  ___________________________________________________________________
 QF1686  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 QF1686  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 QF1686
 QF1686  HORZ ORDER  -  THIRD
 QF1686
 QF1686.The horizontal coordinates were established by classical geodetic methods
 QF1686.and adjusted by the National Geodetic Survey in March 1998..
 QF1686
 QF1686.The orthometric height was scaled from a topographic map.
 QF1686
 QF1686.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1686
 QF1686.The geoid height was determined by GEOID03.
 QF1686
 QF1686;                    North         East     Units Scale Factor Converg.
 QF1686;SPC ME E     -   222,304.579   360,122.795   MT  0.99994443   +0 33 06.8
 QF1686;UTM  19      - 5,057,585.984   599,053.935   MT  0.99972063   +0 54 34.5
 QF1686
 QF1686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1686!SPC ME E     -   0.99998087  x   0.99994443  =   0.99992530
 QF1686!UTM  19      -   0.99998087  x   0.99972063  =   0.99970150
 QF1686
 QF1686                          SUPERSEDED SURVEY CONTROL
 QF1686
 QF1686  NAD 83(1992)-  45 39 53.08767(N)    067 43 42.32099(W) AD(       ) 4
 QF1686  NAD 83(1986)-  45 39 53.09171(N)    067 43 42.33695(W) AD(       ) 4
 QF1686  NAD 27      -  45 39 52.87732(N)    067 43 44.31135(W) AD(       ) 3
 QF1686
 QF1686.Superseded values are not recommended for survey control.
 QF1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1686.See file dsdata.txt to determine how the superseded data were derived.
 QF1686
 QF1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9905457586(NAD 83)
 QF1686_MARKER: 89 = SPIRE
 QF1686
 QF1686  HISTORY     - Date     Condition        Report By
 QF1686  HISTORY     - 1917     FIRST OBSERVED   IBC
 QF1686  HISTORY     - 1946     SEE DESCRIPTION  IBC
 QF1686
 QF1686                          STATION DESCRIPTION
 QF1686
 QF1686'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (HOC)
 QF1686'IN FOREST CITY, NEW BRUNSWICK.  THE STATION IS THE WHITE SPIRE OF THE
 QF1686'BAPTIST CHURCH, WHICH STANDS ON THE WEST SIDE OF THE HIGHWAY LEADING
 QF1686'NORTH FROM THE INTERNATIONAL HIGHWAY BRIDGE ACROSS THE RIVER BETWEEN
 QF1686'THE TWO VILLAGES OF FOREST CITY.  THE CHURCH IS ABOUT 180 METERS
 QF1686'NORTH OF THE BRIDGE.
 QF1686'
 QF1686'STATION MARK--THE POINT OR TIP OF THE SPIRE.
 QF1686
 QF1686                          STATION RECOVERY (1946)
 QF1686
 QF1686'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF1686'REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1613 ***********************************************************************
 QF1613  DESIGNATION -  FOREST CITY CHURCH SPIRE
 QF1613  PID         -  QF1613
 QF1613  STATE/COUNTY-  ME/WASHINGTON
 QF1613  USGS QUAD   -  FOREST CITY (1988)
 QF1613
 QF1613                         *CURRENT SURVEY CONTROL
 QF1613  ___________________________________________________________________
 QF1613* NAD 83(1996)-  45 39 43.66258(N)    067 43 50.18021(W)     ADJUSTED  
 QF1613* NAVD 88     -       152.     (meters)     499.     (feet)  SCALED    
 QF1613  ___________________________________________________________________
 QF1613  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 QF1613  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 QF1613
 QF1613  HORZ ORDER  -  THIRD
 QF1613
 QF1613.The horizontal coordinates were established by classical geodetic methods
 QF1613.and adjusted by the National Geodetic Survey in March 1998..
 QF1613
 QF1613.The orthometric height was scaled from a topographic map.
 QF1613
 QF1613.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1613
 QF1613.The geoid height was determined by GEOID03.
 QF1613
 QF1613;                    North         East     Units Scale Factor Converg.
 QF1613;SPC ME E     -   222,011.892   359,955.513   MT  0.99994418   +0 33 01.1
 QF1613;UTM  19      - 5,057,292.324   598,888.520   MT  0.99972022   +0 54 28.7
 QF1613
 QF1613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1613!SPC ME E     -   0.99997993  x   0.99994418  =   0.99992411
 QF1613!UTM  19      -   0.99997993  x   0.99972022  =   0.99970015
 QF1613
 QF1613:                Primary Azimuth Mark                     Grid Az
 QF1613:SPC ME E     -  PEMBERTON RIDGE                          343 23 15.5
 QF1613:UTM  19      -  PEMBERTON RIDGE                          343 01 47.9
 QF1613
 QF1613|---------------------------------------------------------------------|
 QF1613| PID    Reference Object                     Distance      Geod. Az  |
 QF1613|                                                           dddmmss.s |
 QF1613| QF1739 PEMBERTON RIDGE                     APPROX. 5.4 KM 3435616.6 |
 QF1613|---------------------------------------------------------------------|
 QF1613
 QF1613                          SUPERSEDED SURVEY CONTROL
 QF1613
 QF1613  NAD 83(1992)-  45 39 43.65959(N)    067 43 50.17854(W) AD(       ) 3
 QF1613  NAD 83(1986)-  45 39 43.66357(N)    067 43 50.19443(W) AD(       ) 3
 QF1613  NAD 27      -  45 39 43.45100(N)    067 43 52.17100(W) AD(       ) 3
 QF1613
 QF1613.Superseded values are not recommended for survey control.
 QF1613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1613.See file dsdata.txt to determine how the superseded data were derived.
 QF1613
 QF1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9888957292(NAD 83)
 QF1613_MARKER: 90 = CHURCH SPIRE
 QF1613_SETTING: 0 = UNSPECIFIED SETTING
 QF1613
 QF1613  HISTORY     - Date     Condition        Report By
 QF1613  HISTORY     - 1889     FIRST OBSERVED   CGS
 QF1613  HISTORY     - 1946     SEE DESCRIPTION  CGS
 QF1613  HISTORY     - 1955     GOOD             IBC
 QF1613  HISTORY     - 1972     SEE DESCRIPTION  IBC
 QF1613
 QF1613                          STATION DESCRIPTION
 QF1613
 QF1613'DESCRIBED BY COAST AND GEODETIC SURVEY 1889 (CHB)
 QF1613'ON THE N SIDE OF THE MAIN ROAD LEADING W FROM THE BRIDGE OVER THE
 QF1613'OUTLET OF GRAND LAKE AND 100 METERS DISTANT FROM IT.
 QF1613'
 QF1613'STATION MARK IS THE TOP SPIRE, GILT MARTIN VANE.
 QF1613
 QF1613                          STATION RECOVERY (1946)
 QF1613
 QF1613'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (NWS)
 QF1613'STATION IS ON THE N SIDE OF THE MAIN ROAD LEADING W FROM THE
 QF1613'BRIDGE OVER THE OUTLET OF GRAND LAKE AND 100 METERS DISTANT FROM
 QF1613'IT.
 QF1613'
 QF1613'STATION MARK IS THE TOP SPIRE.  GILT MARTIN VANE.
 QF1613
 QF1613                          STATION RECOVERY (1955)
 QF1613
 QF1613'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1613'STATION RECOVERED IN GOOD CONDITION.
 QF1613
 QF1613                          STATION RECOVERY (1972)
 QF1613
 QF1613'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1613'ONLY THE FOUNDATION OF THE CHURCH REMAINS.  THE STATION IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1611 ***********************************************************************
 QF1611  DESIGNATION -  FOREST IBC 1946
 QF1611  PID         -  QF1611
 QF1611  STATE/COUNTY-  ME/WASHINGTON
 QF1611  USGS QUAD   -  FOREST CITY (1988)
 QF1611
 QF1611                         *CURRENT SURVEY CONTROL
 QF1611  ___________________________________________________________________
 QF1611* NAD 83(1996)-  45 39 01.59658(N)    067 43 04.41236(W)     ADJUSTED  
 QF1611* NAVD 88     -       213.     (meters)     699.     (feet)  SCALED    
 QF1611  ___________________________________________________________________
 QF1611  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 QF1611  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 QF1611
 QF1611  HORZ ORDER  -  THIRD
 QF1611
 QF1611.The horizontal coordinates were established by classical geodetic methods
 QF1611.and adjusted by the National Geodetic Survey in March 1998..
 QF1611
 QF1611.The orthometric height was scaled from a topographic map.
 QF1611
 QF1611.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1611
 QF1611.The geoid height was determined by GEOID03.
 QF1611
 QF1611;                    North         East     Units Scale Factor Converg.
 QF1611;SPC ME E     -   220,722.894   360,958.880   MT  0.99994567   +0 33 33.5
 QF1611;UTM  19      - 5,056,009.901   599,899.687   MT  0.99972270   +0 55 00.8
 QF1611
 QF1611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1611!SPC ME E     -   0.99997036  x   0.99994567  =   0.99991604
 QF1611!UTM  19      -   0.99997036  x   0.99972270  =   0.99969307
 QF1611
 QF1611:                Primary Azimuth Mark                     Grid Az
 QF1611:SPC ME E     -  REFERENCE MON 51                         292 16 08.2
 QF1611:UTM  19      -  REFERENCE MON 51                         291 54 40.9
 QF1611
 QF1611|---------------------------------------------------------------------|
 QF1611| PID    Reference Object                     Distance      Geod. Az  |
 QF1611|                                                           dddmmss.s |
 QF1611| QF1736 REFERENCE MON 51                    APPROX. 3.6 KM 2924941.7 |
 QF1611|---------------------------------------------------------------------|
 QF1611
 QF1611                          SUPERSEDED SURVEY CONTROL
 QF1611
 QF1611  NAD 83(1992)-  45 39 01.59349(N)    067 43 04.41059(W) AD(       ) 3
 QF1611  NAD 83(1986)-  45 39 01.59731(N)    067 43 04.42595(W) AD(       ) 3
 QF1611  NAD 27      -  45 39 01.38000(N)    067 43 06.40000(W) AD(       ) 3
 QF1611
 QF1611.Superseded values are not recommended for survey control.
 QF1611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1611.See file dsdata.txt to determine how the superseded data were derived.
 QF1611
 QF1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9990056010(NAD 83)
 QF1611_MARKER: DD = SURVEY DISK
 QF1611_SETTING: 80 = SET IN A BOULDER
 QF1611_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF1611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1611+STABILITY: SURFACE MOTION
 QF1611
 QF1611  HISTORY     - Date     Condition        Report By
 QF1611  HISTORY     - 1946     MONUMENTED       IBC
 QF1611
 QF1611                          STATION DESCRIPTION
 QF1611
 QF1611'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF1611'ON THE NE SLOPE OF WALLS HILL, 3/4 MILE S OF FOREST CITY, AND
 QF1611'DIRECTLY UP THE HILL FROM THE HOME OF THE OWNER, MR ALECK WALL.  IT
 QF1611'IS ABOUT 100 FEET OUTSIDE THE TREE LINE, IN A SMALL ROCKY
 QF1611'DEPRESSION EXTENDING FROM THE POINT OF WOODS TOWARD THE HOUSE, AND
 QF1611'50 FEET S OF THE FENCE ON THE S SIDE OF THE PASTURE ON N SLOPE OF THE
 QF1611'HILL, WHICH FENCE EXTENDS FROM THE POINT OF WOODS NEARLY TO THE FARM
 QF1611'BUILDINGS.  IT IS ABOUT ON LINE WITH THE S POINT OF MANLEY ISLAND AND
 QF1611'NAN ISLAND IN GRAND LAKE.
 QF1611'
 QF1611'STATION MARK IS AN IBC BRONZE STATION TABLET WEDGED IN A DRILL HOLE
 QF1611'IN THE LARGEST ROCK NEAR THE WOODS, 9 BY 5 FEET AND 3 FEET HIGH, WITH
 QF1611'NUMEROUS SMALLER ROCKS NEARBY.  THE ONLY LARGER ROCK ON THE SLOPE IS
 QF1611'OVER A HUNDRED METERS TOWARD THE FARM BUILDINGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2316 ***********************************************************************
 OC2316  DESIGNATION -  FORISTALL
 OC2316  PID         -  OC2316
 OC2316  STATE/COUNTY-  ME/YORK
 OC2316  USGS QUAD   -  YORK HARBOR (1993)
 OC2316
 OC2316                         *CURRENT SURVEY CONTROL
 OC2316  ___________________________________________________________________
 OC2316* NAD 83(1996)-  43 12 44.75484(N)    070 39 47.51500(W)     ADJUSTED  
 OC2316* NAVD 88     -        65.5    (meters)     215.     (feet)  VERTCON   
 OC2316  ___________________________________________________________________
 OC2316  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 OC2316  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 OC2316
 OC2316  HORZ ORDER  -  SECOND
 OC2316
 OC2316.The horizontal coordinates were established by classical geodetic methods
 OC2316.and adjusted by the National Geodetic Survey in March 1998..
 OC2316
 OC2316.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2316
 OC2316.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2316
 OC2316.The geoid height was determined by GEOID03.
 OC2316
 OC2316;                    North         East     Units Scale Factor Converg.
 OC2316;SPC ME W     -    42,233.567   859,653.377   MT  0.99998668   -0 20 23.9
 OC2316;UTM  19      - 4,785,748.223   364,902.163   MT  0.99982452   -1 08 20.3
 OC2316
 OC2316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2316!SPC ME W     -   0.99999389  x   0.99998668  =   0.99998057
 OC2316!UTM  19      -   0.99999389  x   0.99982452  =   0.99981841
 OC2316
 OC2316|---------------------------------------------------------------------|
 OC2316| PID    Reference Object                     Distance      Geod. Az  |
 OC2316|                                                           dddmmss.s |
 OC2316| OC2315 FORISTALL 1976 A PT                  10.593 METERS 00328     |
 OC2316| OC2314 FORISTALL RM 1 1976                  25.297 METERS 00948     |
 OC2316| CE8153 FORISTALL RM 2                       23.151 METERS 12216     |
 OC2316| OC2305 AGAMENTICUS RESET                   APPROX. 2.6 KM 2973719.1 |
 OC2316| OC2304 MOUNT AGAMENTICUS FIRE TOWER        APPROX. 2.7 KM 2973854.7 |
 OC2316| OC2313 MT AGAMENTICUS MICROWAVE            APPROX. 2.7 KM 2981248.2 |
 OC2316|---------------------------------------------------------------------|
 OC2316
 OC2316                          SUPERSEDED SURVEY CONTROL
 OC2316
 OC2316  NAD 83(1992)-  43 12 44.75477(N)    070 39 47.51776(W) AD(       ) 2
 OC2316  NAD 83(1986)-  43 12 44.75941(N)    070 39 47.52403(W) AD(       ) 2
 OC2316  NAD 27      -  43 12 44.44590(N)    070 39 49.33795(W) AD(       ) 2
 OC2316  NGVD 29 (07/19/86)   65.7    (m)          216.     (f) VERT ANG       
 OC2316
 OC2316.Superseded values are not recommended for survey control.
 OC2316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2316.See file dsdata.txt to determine how the superseded data were derived.
 OC2316
 OC2316_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH6490285748(NAD 83)
 OC2316_MARKER: DS = TRIANGULATION STATION DISK
 OC2316_SETTING: 66 = SET IN ROCK OUTCROP
 OC2316
 OC2316  HISTORY     - Date     Condition        Report By
 OC2316  HISTORY     - 1976     MONUMENTED       NGS
 OC2316
 OC2316                          STATION DESCRIPTION
 OC2316
 OC2316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2316'THE STATION IS LOCATED IN THE TOWN OF YORK, 2.5 MILES
 OC2316'NORTHWEST OF CAPE NEDDICK, 4.0 MILES SOUTHWEST OF OGUNQUIT,
 OC2316'4.3 MILES NORTH OF YORK CENTER AND ON PROPERTY OF REV. C.
 OC2316'STANLEY STEVENS.
 OC2316'
 OC2316'TO REACH THE STATION FROM THE POST OFFICE IN CAPE NEDDICK,
 OC2316'GO NORTHERLY ON U.S. ROUTE 1, 0.6 MILES TO A SIDE ROAD LEFT
 OC2316'(MOUNTAIN ROAD). TURN LEFT AND GO NORTHWESTERLY ON THE
 OC2316'MOUNTAIN ROAD 1.4 MILES TO THE MAINE TURNPIKE UNDERPASS,
 OC2316'CONTINUE ON THE MOUNTAIN ROAD 0.2 MILES TO THE JUNCTION
 OC2316'OF THE CHASES POND ROAD LEFT. PROCEED NORTHWESTERLY ON THE
 OC2316'MOUNTIAN ROAD 1.0 MILES TO THE STATION ON THE RIGHT.
 OC2316'
 OC2316'THE STATION IS A STANDARD DISK STAMPED--FORISTALL 1976--SET
 OC2316'FLUSH WITH THE GROUND AND CEMENTED IN A DRILL HOLE IN OUTCROPPING
 OC2316'BEDROCK.  IT IS 5.5 FEET NORTH-NORTHWEST OF POWER POLE NUMBER 68,
 OC2316'8.9 FEET SOUTHWEST OF A METAL WITNESS POST AND SIGN, 18.0 FEET
 OC2316'SOUTHEAST OF THE CENTERLINE OF A DRIVEWAY AND 21.0 FEET NORTHEAST
 OC2316'OF THE CENTERLINE OF THE MOUNTAIN ROAD.
 OC2316'
 OC2316'REFERENCE MARK 1 IS A STANDARD DISK STAMPED--FORISTALL NO 1
 OC2316'1976--SET FLUSH WITH THE GROUND AND CEMENTED IN A DRILL HOLE
 OC2316'IN OUTCROPPING BEDROCK.  IT IS 27.0 FEET EAST OF A 16-INCH APPLE
 OC2316'TREE, 31.4 FEET NORTH-NORTHEAST OF A 12-INCH APPLE TREE AND 42.8
 OC2316'FEET SOUTHWEST OF POWER POLE NUMBER 69.1.
 OC2316'
 OC2316'REFERENCE MARK 2 IS A STANDARD DISK STAMPED--FORISTALL NO 2 1976--,
 OC2316'SET FLUSH WITH THE GROUND AND CEMENTED IN A DRILL HOLE IN OUTCROPPING
 OC2316'BEDROCK.  IT IS 9.0 FEET EAST-SOUTHEAST OF A ROCK WALL, 21.8 FEET
 OC2316'SOUTHEAST OF A 30-INCH MAPLE TREE AND 44.4 FEET SOUTH-SOUTHWEST
 OC2316'OF A 6-INCH PINE TREE.
 OC2316'
 OC2316'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1617 ***********************************************************************
 OC1617  DESIGNATION -  FORT ALLEN USE 1909
 OC1617  PID         -  OC1617
 OC1617  STATE/COUNTY-  ME/CUMBERLAND
 OC1617  USGS QUAD   -  PORTLAND EAST (1975)
 OC1617
 OC1617                         *CURRENT SURVEY CONTROL
 OC1617  ___________________________________________________________________
 OC1617* NAD 83(1996)-  43 39 54.00515(N)    070 14 25.33129(W)     ADJUSTED  
 OC1617* NAVD 88     -        20.     (meters)      66.     (feet)  SCALED    
 OC1617  ___________________________________________________________________
 OC1617  LAPLACE CORR-           3.60  (seconds)                    DEFLEC99
 OC1617  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 OC1617
 OC1617  HORZ ORDER  -  THIRD
 OC1617
 OC1617.The horizontal coordinates were established by classical geodetic methods
 OC1617.and adjusted by the National Geodetic Survey in March 1998..
 OC1617
 OC1617.The orthometric height was scaled from a topographic map.
 OC1617
 OC1617.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1617
 OC1617.The geoid height was determined by GEOID03.
 OC1617
 OC1617;                    North         East     Units Scale Factor Converg.
 OC1617;SPC ME W     -    92,395.884   894,055.591   MT  0.99996710   -0 03 03.2
 OC1617;UTM  19      - 4,835,413.822   399,996.250   MT  0.99972301   -0 51 23.3
 OC1617
 OC1617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1617!SPC ME W     -   1.00000099  x   0.99996710  =   0.99996809
 OC1617!UTM  19      -   1.00000099  x   0.99972301  =   0.99972400
 OC1617
 OC1617:                Primary Azimuth Mark                     Grid Az
 OC1617:SPC ME W     -  HALFWAY ROCK 2 RESET                     030 29 07.1
 OC1617:UTM  19      -  HALFWAY ROCK 2 RESET                     031 17 27.2
 OC1617
 OC1617|---------------------------------------------------------------------|
 OC1617| PID    Reference Object                     Distance      Geod. Az  |
 OC1617|                                                           dddmmss.s |
 OC1617| OC1753 HALFWAY ROCK 2 RESET                APPROX. 2.1 KM 0302603.9 |
 OC1617| OC1625 GRAND TRUNK USE                     APPROX. 0.6 KM 2002637.6 |
 OC1617|---------------------------------------------------------------------|
 OC1617
 OC1617                          SUPERSEDED SURVEY CONTROL
 OC1617
 OC1617  NAD 83(1992)-  43 39 54.00361(N)    070 14 25.33227(W) AD(       ) 3
 OC1617  NAD 83(1986)-  43 39 54.00962(N)    070 14 25.33781(W) AD(       ) 3
 OC1617  NAD 27      -  43 39 53.73600(N)    070 14 27.18100(W) AD(       ) 3
 OC1617
 OC1617.Superseded values are not recommended for survey control.
 OC1617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1617.See file dsdata.txt to determine how the superseded data were derived.
 OC1617
 OC1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9999635414(NAD 83)
 OC1617
 OC1617  HISTORY     - Date     Condition        Report By
 OC1617  HISTORY     - 1909     MONUMENTED       USE
 OC1617  HISTORY     - 1918     SEE DESCRIPTION  USE
 OC1617
 OC1617                          STATION DESCRIPTION
 OC1617
 OC1617'DESCRIBED BY US ENGINEERS 1909
 OC1617'STATION IS IN FORT ALLEN PARK, PORTLAND, 10 FEET OUTSIDE OF THE
 OC1617'CIRCULAR FENCE GUARDING THE LOWER PROMENADE AND 54 FEET S OF
 OC1617'THE DOOR IN THE BASE OF THE BAND STAND.  THE STATION IS MARKED
 OC1617'BY A 3/4-INCH HOLE DRILLED IN THE TOP OF AN OUTCROPPING LEDGE.
 OC1617
 OC1617                          STATION RECOVERY (1918)
 OC1617
 OC1617'RECOVERY NOTE BY US ENGINEERS 1918
 OC1617'STATION IS GONE, GUN FROM U.S.S. MAINE HAVING BEEN PLACED OVER IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0097 ***********************************************************************
 RE0097  DESIGNATION -  FORT FAIRFIELD
 RE0097  PID         -  RE0097
 RE0097  STATE/COUNTY-  ME/AROOSTOOK
 RE0097  USGS QUAD   -  FORT FAIRFIELD (1984)
 RE0097
 RE0097                         *CURRENT SURVEY CONTROL
 RE0097  ___________________________________________________________________
 RE0097* NAD 83(1986)-  46 46 18.     (N)    067 49 49.     (W)     SCALED    
 RE0097* NAVD 88     -       112.442  (meters)     368.90   (feet)  ADJUSTED  
 RE0097  ___________________________________________________________________
 RE0097  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 RE0097  DYNAMIC HT  -         112.455 (meters)     368.95  (feet)  COMP
 RE0097  MODELED GRAV-     980,721.3   (mgal)                       NAVD 88
 RE0097
 RE0097  VERT ORDER  -  SECOND    CLASS 0
 RE0097
 RE0097.The horizontal coordinates were scaled from a topographic map and have
 RE0097.an estimated accuracy of +/- 6 seconds.
 RE0097
 RE0097.The orthometric height was determined by differential leveling
 RE0097.and adjusted by the National Geodetic Survey in June 1991..
 RE0097
 RE0097.The geoid height was determined by GEOID03.
 RE0097
 RE0097.The dynamic height is computed by dividing the NAVD 88
 RE0097.geopotential number by the normal gravity value computed on the
 RE0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0097.degrees latitude (g = 980.6199 gals.).
 RE0097
 RE0097.The modeled gravity was interpolated from observed gravity values.
 RE0097
 RE0097;                    North         East    Units  Estimated Accuracy
 RE0097;SPC ME E     -   345,260.      351,150.      MT  (+/- 180 meters Scaled)
 RE0097
 RE0097                          SUPERSEDED SURVEY CONTROL
 RE0097
 RE0097  NGVD 29 (??/??/92)  112.674  (m)          369.66   (f) ADJ UNCH    2 0
 RE0097
 RE0097.Superseded values are not recommended for survey control.
 RE0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0097.See file dsdata.txt to determine how the superseded data were derived.
 RE0097
 RE0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM893804(NAD 83)
 RE0097_MARKER: DB = BENCH MARK DISK
 RE0097_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RE0097_SP_SET: BUILDING
 RE0097_STAMPING: FORT FAIRFIELD 1935
 RE0097_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RE0097
 RE0097  HISTORY     - Date     Condition        Report By
 RE0097  HISTORY     - 1935     MONUMENTED       CGS
 RE0097  HISTORY     - 1977     GOOD             LOCENG
 RE0097
 RE0097                          STATION DESCRIPTION
 RE0097
 RE0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RE0097'AT FORT FAIRFIELD.
 RE0097'AT FORT FAIRFIELD, AROOSTOOK COUNTY, AT THE POST OFFICE, IN
 RE0097'THE NORTHWEST WALL, 2 FEET FROM THE NORTHWEST CORNER, AND 3
 RE0097'FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED FORT FAIRFIELD
 RE0097'1935 AND SET VERTICALLY.
 RE0097
 RE0097                          STATION RECOVERY (1977)
 RE0097
 RE0097'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 RE0097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1717 ***********************************************************************
 OC1717  DESIGNATION -  FORT GORGES
 OC1717  PID         -  OC1717
 OC1717  STATE/COUNTY-  ME/CUMBERLAND
 OC1717  USGS QUAD   -  PORTLAND EAST (1975)
 OC1717
 OC1717                         *CURRENT SURVEY CONTROL
 OC1717  ___________________________________________________________________
 OC1717* NAD 83(1996)-  43 39 47.24691(N)    070 13 18.59124(W)     ADJUSTED  
 OC1717* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 OC1717  ___________________________________________________________________
 OC1717  LAPLACE CORR-           3.53  (seconds)                    DEFLEC99
 OC1717  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 OC1717
 OC1717  HORZ ORDER  -  THIRD
 OC1717
 OC1717.The horizontal coordinates were established by classical geodetic methods
 OC1717.and adjusted by the National Geodetic Survey in March 1998..
 OC1717
 OC1717.The orthometric height was scaled from a topographic map.
 OC1717
 OC1717.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1717
 OC1717.The geoid height was determined by GEOID03.
 OC1717
 OC1717;                    North         East     Units Scale Factor Converg.
 OC1717;SPC ME W     -    92,186.153   895,550.678   MT  0.99996691   -0 02 17.1
 OC1717;UTM  19      - 4,835,183.148   401,487.874   MT  0.99971937   -0 50 37.1
 OC1717
 OC1717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1717!SPC ME W     -   1.00000413  x   0.99996691  =   0.99997104
 OC1717!UTM  19      -   1.00000413  x   0.99971937  =   0.99972350
 OC1717
 OC1717:                Primary Azimuth Mark                     Grid Az
 OC1717:SPC ME W     -  MC KINLEY WATER TOWER                    044 04 33.1
 OC1717:UTM  19      -  MC KINLEY WATER TOWER                    044 52 53.1
 OC1717
 OC1717|---------------------------------------------------------------------|
 OC1717| PID    Reference Object                     Distance      Geod. Az  |
 OC1717|                                                           dddmmss.s |
 OC1717| OC1745 MC KINLEY WATER TOWER               APPROX. 3.1 KM 0440216.0 |
 OC1717| OC1630 NECK                                APPROX. 1.8 KM 0501509.5 |
 OC1717| OC1751 HALFWAY                             APPROX. 2.0 KM 3475112.2 |
 OC1717|---------------------------------------------------------------------|
 OC1717
 OC1717                          SUPERSEDED SURVEY CONTROL
 OC1717
 OC1717  NAD 83(1992)-  43 39 47.24520(N)    070 13 18.59204(W) AD(       ) 3
 OC1717  NAD 83(1986)-  43 39 47.25126(N)    070 13 18.59758(W) AD(       ) 3
 OC1717  NAD 27      -  43 39 46.95900(N)    070 13 20.44300(W) AD(       ) 3
 OC1717
 OC1717.Superseded values are not recommended for survey control.
 OC1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1717.See file dsdata.txt to determine how the superseded data were derived.
 OC1717
 OC1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0148835183(NAD 83)
 OC1717
 OC1717  HISTORY     - Date     Condition        Report By
 OC1717  HISTORY     - UNK      MONUMENTED
 OC1717  HISTORY     - 1911     SEE DESCRIPTION  CGS
 OC1717
 OC1717                          STATION DESCRIPTION
 OC1717
 OC1717'DESCRIBED BY COAST AND GEODETIC SURVEY 1911
 OC1717'STATION REPORTED LOST IN 1911.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0436 ***********************************************************************
 SF0436  DESIGNATION -  FORT GSC 1915
 SF0436  PID         -  SF0436
 SF0436  STATE/COUNTY-  ME/AROOSTOOK
 SF0436  USGS QUAD   -  FORT KENT SOUTH (1985)
 SF0436
 SF0436                         *CURRENT SURVEY CONTROL
 SF0436  ___________________________________________________________________
 SF0436* NAD 83(1996)-  47 13 10.96232(N)    068 37 16.01229(W)     ADJUSTED  
 SF0436* NAVD 88     -       347.     (meters)    1138.     (feet)  SCALED    
 SF0436  ___________________________________________________________________
 SF0436  LAPLACE CORR-           5.82  (seconds)                    DEFLEC99
 SF0436  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 SF0436
 SF0436  HORZ ORDER  -  SECOND
 SF0436
 SF0436.The horizontal coordinates were established by classical geodetic methods
 SF0436.and adjusted by the National Geodetic Survey in March 1998..
 SF0436
 SF0436.The orthometric height was scaled from a topographic map.
 SF0436
 SF0436.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0436
 SF0436.The geoid height was determined by GEOID03.
 SF0436
 SF0436;                    North         East     Units Scale Factor Converg.
 SF0436;SPC ME E     -   394,854.607   290,827.261   MT  0.99990103   -0 05 20.0
 SF0436;UTM  19      - 5,229,649.968   528,686.676   MT  0.99961011   +0 16 41.1
 SF0436
 SF0436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0436!SPC ME E     -   0.99994946  x   0.99990103  =   0.99985050
 SF0436!UTM  19      -   0.99994946  x   0.99961011  =   0.99955959
 SF0436
 SF0436:                Primary Azimuth Mark                     Grid Az
 SF0436:SPC ME E     -  LEDGES                                   274 48 26.8
 SF0436:UTM  19      -  LEDGES                                   274 26 25.7
 SF0436
 SF0436|---------------------------------------------------------------------|
 SF0436| PID    Reference Object                     Distance      Geod. Az  |
 SF0436|                                                           dddmmss.s |
 SF0436| SF0440 LEDGES                              APPROX. 6.3 KM 2744306.8 |
 SF0436|---------------------------------------------------------------------|
 SF0436
 SF0436                          SUPERSEDED SURVEY CONTROL
 SF0436
 SF0436  NAD 83(1992)-  47 13 10.95665(N)    068 37 16.00810(W) AD(       ) 2
 SF0436  NAD 83(1986)-  47 13 10.96388(N)    068 37 16.00319(W) AD(       ) 2
 SF0436  NAD 27      -  47 13 10.82338(N)    068 37 17.83673(W) AD(       ) 2
 SF0436
 SF0436.Superseded values are not recommended for survey control.
 SF0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0436.See file dsdata.txt to determine how the superseded data were derived.
 SF0436
 SF0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN2868729650(NAD 83)
 SF0436_MARKER: B = BOLT
 SF0436_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 SF0436_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 SF0436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0436
 SF0436  HISTORY     - Date     Condition        Report By
 SF0436  HISTORY     - 1915     MONUMENTED       GSC
 SF0436  HISTORY     - 1950     MARK NOT FOUND   IBC
 SF0436
 SF0436                          STATION DESCRIPTION
 SF0436
 SF0436'DESCRIBED BY GEODETIC SURVEY OF CANADA 1915 (JLR)
 SF0436'IN FORT KENT TOWNSHIP, ON LOT 27, ABOUT 2 1/2 MILES SOUTHWEST OF FORT
 SF0436'KENT, ME.  IT IS ON THE NORTHERLY SLOPE OF SOME LOW HILLS ON THE
 SF0436'SOUTH SIDE OF THE ST JOHN VALLEY.  THE STATION IS BESIDE A FENCE IN
 SF0436'AN OPEN FIELD, 3 FEET EAST OF THE WEST SIDE OF LOT 27 AND 3,990 FEET
 SF0436'SOUTH OF THE NORTHWESTERLY CORNER OF LOT 26.
 SF0436'
 SF0436'STATION MARK--STANDARD COPPER BOLT OF THE GEODETIC SURVEY OF CANADA
 SF0436'SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 1 1/2 FEET IN DIAMETER AND
 SF0436'1 1/2 FEET HIGH, RESTING ON BEDROCK.  A PYRAMID OF SMALL BOULDERS,
 SF0436'ABOUT 2 FEET HIGH, WAS ERECTED OVER THE MARK.
 SF0436
 SF0436                          STATION RECOVERY (1950)
 SF0436
 SF0436'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1950 (NWS)
 SF0436'STATION SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2562 ***********************************************************************
 PE2562  DESIGNATION -  FORT ISLAND
 PE2562  PID         -  PE2562
 PE2562  STATE/COUNTY-  ME/HANCOCK
 PE2562  USGS QUAD   -  DEER ISLE (1983)
 PE2562
 PE2562                         *CURRENT SURVEY CONTROL
 PE2562  ___________________________________________________________________
 PE2562* NAD 83(1996)-  44 09 18.28113(N)    068 42 36.85670(W)     ADJUSTED  
 PE2562* NAVD 88     -        14.     (meters)      46.     (feet)  SCALED    
 PE2562  ___________________________________________________________________
 PE2562  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 PE2562  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 PE2562
 PE2562  HORZ ORDER  -  THIRD
 PE2562
 PE2562.The horizontal coordinates were established by classical geodetic methods
 PE2562.and adjusted by the National Geodetic Survey in March 1998..
 PE2562
 PE2562.The orthometric height was scaled from a topographic map.
 PE2562
 PE2562.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2562
 PE2562.The geoid height was determined by GEOID03.
 PE2562
 PE2562;                    North         East     Units Scale Factor Converg.
 PE2562;SPC ME E     -    54,283.704   283,183.276   MT  0.99990348   -0 08 47.2
 PE2562;UTM  19      - 4,889,138.072   523,170.820   MT  0.99960660   +0 12 06.7
 PE2562
 PE2562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2562!SPC ME E     -   1.00000167  x   0.99990348  =   0.99990514
 PE2562!UTM  19      -   1.00000167  x   0.99960660  =   0.99960826
 PE2562
 PE2562                          SUPERSEDED SURVEY CONTROL
 PE2562
 PE2562  NAD 83(1992)-  44 09 18.28783(N)    068 42 36.83708(W) AD(       ) 3
 PE2562  NAD 83(1986)-  44 09 18.29196(N)    068 42 36.82765(W) AD(       ) 3
 PE2562
 PE2562.Superseded values are not recommended for survey control.
 PE2562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2562.See file dsdata.txt to determine how the superseded data were derived.
 PE2562
 PE2562_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ2317189138(NAD 83)
 PE2562_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PE2562_SETTING: 66 = SET IN ROCK OUTCROP
 PE2562_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 PE2562_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2562_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE2562+STABILITY: POSITION/ELEVATION WELL
 PE2562
 PE2562  HISTORY     - Date     Condition        Report By
 PE2562  HISTORY     - 1983     MONUMENTED       NOS
 PE2562
 PE2562                          STATION DESCRIPTION
 PE2562
 PE2562'DESCRIBED BY NATIONAL OCEAN SERVICE 1983 (CSM)
 PE2562'THE STATION IS LOCATED ON THE HIGHEST PART OF FORT ISLAND
 PE2562'WHICH IS WEST OF STONINGTON, MAINE.
 PE2562'
 PE2562'THE STATION WAS REACHED BY BOAT.
 PE2562'
 PE2562'THE STATION IS A PLAIN ALUMINUM DISK 5 CM IN DIAMETER SET
 PE2562'FLUSH INTO A DRILL HOLE IN A LARGE ROCK OUTCROP AND IT IS
 PE2562'STAMPED---FORT 1982---.
 PE2562'
 PE2562'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.39 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2186 ***********************************************************************
 PE2186  DESIGNATION -  FORT KNOX 1863
 PE2186  PID         -  PE2186
 PE2186  STATE/COUNTY-  ME/WALDO
 PE2186  USGS QUAD   -  BUCKSPORT (1982)
 PE2186
 PE2186                         *CURRENT SURVEY CONTROL
 PE2186  ___________________________________________________________________
 PE2186* NAD 83(1996)-  44 33 56.65020(N)    068 48 08.13090(W)     ADJUSTED  
 PE2186* NAVD 88     -        43.     (meters)     141.     (feet)  SCALED    
 PE2186  ___________________________________________________________________
 PE2186  LAPLACE CORR-           2.98  (seconds)                    DEFLEC99
 PE2186  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 PE2186
 PE2186  HORZ ORDER  -  THIRD
 PE2186
 PE2186.The horizontal coordinates were established by classical geodetic methods
 PE2186.and adjusted by the National Geodetic Survey in March 1998..
 PE2186
 PE2186.The orthometric height was scaled from a topographic map.
 PE2186
 PE2186.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2186
 PE2186.The geoid height was determined by GEOID03.
 PE2186
 PE2186;                    North         East     Units Scale Factor Converg.
 PE2186;SPC ME E     -    99,934.118   275,990.932   MT  0.99990709   -0 12 43.6
 PE2186;UTM  19      - 4,934,730.049   515,702.325   MT  0.99960303   +0 08 19.5
 PE2186
 PE2186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2186!SPC ME E     -   0.99999722  x   0.99990709  =   0.99990431
 PE2186!UTM  19      -   0.99999722  x   0.99960303  =   0.99960025
 PE2186
 PE2186:                Primary Azimuth Mark                     Grid Az
 PE2186:SPC ME E     -  BUCKSPORT RESET                          036 20 15.6
 PE2186:UTM  19      -  BUCKSPORT RESET                          035 59 12.5
 PE2186
 PE2186|---------------------------------------------------------------------|
 PE2186| PID    Reference Object                     Distance      Geod. Az  |
 PE2186|                                                           dddmmss.s |
 PE2186| PE2192 BUCKSPORT RESET                     APPROX. 1.9 KM 0360732.0 |
 PE2186|---------------------------------------------------------------------|
 PE2186
 PE2186                          SUPERSEDED SURVEY CONTROL
 PE2186
 PE2186  NAD 83(1992)-  44 33 56.64763(N)    068 48 08.11704(W) AD(       ) 3
 PE2186  NAD 83(1986)-  44 33 56.64704(N)    068 48 08.11899(W) AD(       ) 3
 PE2186  NAD 27      -  44 33 56.38000(N)    068 48 10.01000(W) AD(       ) 3
 PE2186
 PE2186.Superseded values are not recommended for survey control.
 PE2186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2186.See file dsdata.txt to determine how the superseded data were derived.
 PE2186
 PE2186_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1570234730(NAD 83)
 PE2186_MARKER: B = BOLT
 PE2186_SETTING: 66 = SET IN ROCK OUTCROP
 PE2186_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 PE2186_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2186_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE2186+STABILITY: POSITION/ELEVATION WELL
 PE2186
 PE2186  HISTORY     - Date     Condition        Report By
 PE2186  HISTORY     - 1863     MONUMENTED       CGS
 PE2186  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2186  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE2186  HISTORY     - 1983     GOOD             NOS
 PE2186
 PE2186                          STATION DESCRIPTION
 PE2186
 PE2186'DESCRIBED BY COAST AND GEODETIC SURVEY 1863 (SCM)
 PE2186'STATION IS ON THE HIGHEST PART OF THE OUTER WALL OF FORT
 PE2186'KNOX, WHICH STANDS ON THE PROMINENT POINT ON THE W SIDE OF THE
 PE2186'PENOBSCOT RIVER JUST OPPOSITE (1/2 MILE SW OF) BUCKSPORT.
 PE2186'
 PE2186'THE STATION IS MARKED BY A COPPER BOLT SET IN A HOLE IN A ROCK.
 PE2186
 PE2186                          STATION RECOVERY (1934)
 PE2186
 PE2186'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2186'STATION RECOVERED AS DESCRIBED.  THE FORT IS ON THE W SIDE OF
 PE2186'THE PENOBSCOT RIVER AND 1/4 MILE N OF THE WALDO-HANCOCK TOLL
 PE2186'BRIDGE ON HIGHWAY 3.  THE COPPER BOLT WHICH MARKS THE STATION IS
 PE2186'IN THE TOP OF THE MAIN WALL OF THE FORT, 5.8 FEET W OF THE FACE
 PE2186'OF THE WALL AND 20.4 FEET N OF THE S FACE OF THE MAIN S WALL.
 PE2186'
 PE2186'TWO REFERENCE MARKS (STANDARD DISKS) WERE SET IN THE MASONRY
 PE2186'OF THE FORT.
 PE2186'
 PE2186'REFERENCE MARK NO.1 IS N OF THE STATION IN THE E WALL.
 PE2186'
 PE2186'REFERENCE MARK NO.2 IS W OF THE STATION IN THE E CORNER OF THE
 PE2186'SECOND VENTILATOR OPENING IN THE GRASSY EMBANKMENT WHICH IS AT
 PE2186'RIGHT ANGLES TO THE E WALL.
 PE2186'
 PE2186'DISTANCE TO REFERENCE MARK NO.1 IS 6.615 METERS, REFERENCE MARK
 PE2186'NO.2 IS 6.058 METERS.
 PE2186'
 PE2186'DISTANCE FROM REFERENCE MARK NO.1 TO REFERENCE MARK NO.2 IS
 PE2186'8.240 METERS.
 PE2186
 PE2186                          STATION RECOVERY (1944)
 PE2186
 PE2186'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE2186'STATION RECOVERED IN GOOD CONDITION.  RECOVERY NOTE OF K.G.C. IN
 PE2186'1934 ADEQUATE, EXCEPT REFERENCE MARKS ARE STAMPED FORT KNOX
 PE2186'1863-1934.
 PE2186
 PE2186                          STATION RECOVERY (1983)
 PE2186
 PE2186'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1983 (RST)
 PE2186'STATION AND REFERENCE MARKS ONE AND TWO WERE RECOVERED AS
 PE2186'DESCRIBED IN GOOD CONDITION.
 PE2186'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1646 ***********************************************************************
 OC1646  DESIGNATION -  FORT MC KINLEY FLAGPOLE
 OC1646  PID         -  OC1646
 OC1646  STATE/COUNTY-  ME/CUMBERLAND
 OC1646  USGS QUAD   -  PORTLAND EAST (1975)
 OC1646
 OC1646                         *CURRENT SURVEY CONTROL
 OC1646  ___________________________________________________________________
 OC1646* NAD 83(1996)-  43 41 05.88531(N)    070 11 43.59168(W)     ADJUSTED  
 OC1646* NAVD 88     -                                                        
 OC1646  ___________________________________________________________________
 OC1646  LAPLACE CORR-           3.63  (seconds)                    DEFLEC99
 OC1646  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 OC1646
 OC1646  HORZ ORDER  -  THIRD
 OC1646
 OC1646.The horizontal coordinates were established by classical geodetic methods
 OC1646.and adjusted by the National Geodetic Survey in March 1998..
 OC1646
 OC1646
 OC1646.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1646
 OC1646.The geoid height was determined by GEOID03.
 OC1646
 OC1646;                    North         East     Units Scale Factor Converg.
 OC1646;SPC ME W     -    94,611.992   897,679.930   MT  0.99996673   -0 01 11.6
 OC1646;UTM  19      - 4,837,578.207   403,650.487   MT  0.99971418   -0 49 32.7
 OC1646
 OC1646                          SUPERSEDED SURVEY CONTROL
 OC1646
 OC1646  NAD 83(1992)-  43 41 05.88359(N)    070 11 43.59237(W) AD(       ) 4
 OC1646  NAD 83(1986)-  43 41 05.88967(N)    070 11 43.59784(W) AD(       ) 4
 OC1646  NAD 27      -  43 41 05.59800(N)    070 11 45.42300(W) AD(       ) 3
 OC1646
 OC1646.Superseded values are not recommended for survey control.
 OC1646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1646.See file dsdata.txt to determine how the superseded data were derived.
 OC1646
 OC1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0365037578(NAD 83)
 OC1646
 OC1646  HISTORY     - Date     Condition        Report By
 OC1646  HISTORY     - 1941     MONUMENTED       CGS
 OC1646
 OC1646                          STATION DESCRIPTION
 OC1646
 OC1646'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1646'FLAGPOLE IS LOCATED ON THE PARADE GROUNDS AT FORT MC KINLEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2110 ***********************************************************************
 PE2110  DESIGNATION -  FORT POINT LEDGE BEACON
 PE2110  PID         -  PE2110
 PE2110  STATE/COUNTY-  ME/WALDO
 PE2110  USGS QUAD   -  CASTINE (1979)
 PE2110
 PE2110                         *CURRENT SURVEY CONTROL
 PE2110  ___________________________________________________________________
 PE2110* NAD 83(1996)-  44 27 39.76948(N)    068 48 36.31932(W)     ADJUSTED  
 PE2110* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 PE2110  ___________________________________________________________________
 PE2110  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 PE2110  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 PE2110
 PE2110  HORZ ORDER  -  THIRD
 PE2110
 PE2110.The horizontal coordinates were established by classical geodetic methods
 PE2110.and adjusted by the National Geodetic Survey in March 1998..
 PE2110
 PE2110.The orthometric height was scaled from a topographic map.
 PE2110
 PE2110.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2110
 PE2110.The geoid height was determined by GEOID03.
 PE2110
 PE2110;                    North         East     Units Scale Factor Converg.
 PE2110;SPC ME E     -    88,304.322   275,324.833   MT  0.99990749   -0 13 01.9
 PE2110;UTM  19      - 4,923,099.936   515,107.570   MT  0.99960281   +0 07 58.9
 PE2110
 PE2110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2110!SPC ME E     -   1.00000365  x   0.99990749  =   0.99991114
 PE2110!UTM  19      -   1.00000365  x   0.99960281  =   0.99960646
 PE2110
 PE2110                          SUPERSEDED SURVEY CONTROL
 PE2110
 PE2110  NAD 83(1992)-  44 27 39.76929(N)    068 48 36.29970(W) AD(       ) 4
 PE2110  NAD 83(1986)-  44 27 39.76089(N)    068 48 36.33131(W) AD(       ) 4
 PE2110  NAD 27      -  44 27 39.48900(N)    068 48 38.21200(W) AD(       ) 3
 PE2110
 PE2110.Superseded values are not recommended for survey control.
 PE2110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2110.See file dsdata.txt to determine how the superseded data were derived.
 PE2110
 PE2110_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1510823100(NAD 83)
 PE2110_MARKER: 14 = NAVIGATION LIGHT
 PE2110_SETTING: 0 = UNSPECIFIED SETTING
 PE2110_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2110
 PE2110  HISTORY     - Date     Condition        Report By
 PE2110  HISTORY     - UNK      FIRST OBSERVED
 PE2110  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2110  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE2110  HISTORY     - 1983     GOOD             USPSQD
 PE2110  HISTORY     - 1983     GOOD             NOS
 PE2110  HISTORY     - 1988     GOOD             USPSQD
 PE2110
 PE2110                          STATION DESCRIPTION
 PE2110
 PE2110'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2110'THE BEACON IS A SPINDLE SUPPORTED BY A PYRAMIDICAL STONE BASE
 PE2110'ON THE LEDGE OF THAT NAME 1/2 MILE S OF FORT POINT.  ITS
 PE2110'POSITION WAS DETERMINED BY 1934 OBSERVATIONS.
 PE2110
 PE2110                          STATION RECOVERY (1944)
 PE2110
 PE2110'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE2110'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION OF K.G.C. IN
 PE2110'1934 IS ADEQUATE.
 PE2110
 PE2110                          STATION RECOVERY (1983)
 PE2110
 PE2110'RECOVERY NOTE BY US POWER SQUADRON 1983 (ELG)
 PE2110'STATION RECOVERED GOOD.
 PE2110'
 PE2110'STATION RECOVERED IN GOOD CONDITION.  PREVIOUS DESCRIPTIONS ARE
 PE2110'ADEQUATE.
 PE2110
 PE2110                          STATION RECOVERY (1983)
 PE2110
 PE2110'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1983 (RST)
 PE2110'THE STATION WAS RECOVERED IN APPARENT GOOD CONDITION.  THE
 PE2110'DESCRIPTION MATCHES THAT OF THE 1982 LIGHT LIST.
 PE2110
 PE2110                          STATION RECOVERY (1988)
 PE2110
 PE2110'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE2110'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2109 ***********************************************************************
 PE2109  DESIGNATION -  FORT POINT LH
 PE2109  PID         -  PE2109
 PE2109  STATE/COUNTY-  ME/WALDO
 PE2109  USGS QUAD   -  CASTINE (1979)
 PE2109
 PE2109                         *CURRENT SURVEY CONTROL
 PE2109  ___________________________________________________________________
 PE2109* NAD 83(1996)-  44 28 01.68460(N)    068 48 42.07480(W)     ADJUSTED  
 PE2109* NAVD 88     -                                                        
 PE2109  ___________________________________________________________________
 PE2109  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 PE2109  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 PE2109
 PE2109  HORZ ORDER  -  THIRD
 PE2109
 PE2109.The horizontal coordinates were established by classical geodetic methods
 PE2109.and adjusted by the National Geodetic Survey in March 1998..
 PE2109
 PE2109
 PE2109.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2109
 PE2109.The geoid height was determined by GEOID03.
 PE2109
 PE2109;                    North         East     Units Scale Factor Converg.
 PE2109;SPC ME E     -    88,981.192   275,200.191   MT  0.99990756   -0 13 06.0
 PE2109;UTM  19      - 4,923,775.826   514,978.832   MT  0.99960276   +0 07 54.9
 PE2109
 PE2109                          SUPERSEDED SURVEY CONTROL
 PE2109
 PE2109  NAD 83(1992)-  44 28 01.68425(N)    068 48 42.05548(W) AD(       ) 4
 PE2109  NAD 83(1986)-  44 28 01.68020(N)    068 48 42.06317(W) AD(       ) 4
 PE2109  NAD 27      -  44 28 01.41000(N)    068 48 43.94800(W) AD(       ) 3
 PE2109
 PE2109.Superseded values are not recommended for survey control.
 PE2109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2109.See file dsdata.txt to determine how the superseded data were derived.
 PE2109
 PE2109_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1497923776(NAD 83)
 PE2109_MARKER: 13 = LIGHTHOUSE
 PE2109_SETTING: 0 = UNSPECIFIED SETTING
 PE2109_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2109
 PE2109  HISTORY     - Date     Condition        Report By
 PE2109  HISTORY     - UNK      FIRST OBSERVED
 PE2109  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2109  HISTORY     - 1957     SEE DESCRIPTION  CGS
 PE2109  HISTORY     - 1983     GOOD             USPSQD
 PE2109  HISTORY     - 1983     GOOD             NOS
 PE2109  HISTORY     - 1988     GOOD             USPSQD
 PE2109
 PE2109                          STATION DESCRIPTION
 PE2109
 PE2109'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2109'THE CENTER OF THE LIGHTHOUSE IN PENOBSCOT BAY, ON THE EXTREME
 PE2109'EASTERN TIP OF LAND ON CAPE JELLISON WHICH IS KNOWN AS FORT POINT.
 PE2109
 PE2109                          STATION RECOVERY (1957)
 PE2109
 PE2109'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 PE2109'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE 1944 RECOVERY
 PE2109'NOTE IS ADEQUATE AND COMPLETE.
 PE2109
 PE2109                          STATION RECOVERY (1983)
 PE2109
 PE2109'RECOVERY NOTE BY US POWER SQUADRON 1983 (ELG)
 PE2109'STATION RECOVERED GOOD.
 PE2109'
 PE2109'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE LIGHTHOUSE IS IN
 PE2109'ACTIVE SERVICE AND MANNED BY U. S. COAST GUARD PERSONNEL.  PREVIOUS
 PE2109'DESCRIPTIONS ARE ADEQUATE.
 PE2109
 PE2109                          STATION RECOVERY (1983)
 PE2109
 PE2109'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1983 (RST)
 PE2109'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION
 PE2109'AND IN ACCORDANCE WITH THE 1982 LIGHT LIST.
 PE2109
 PE2109                          STATION RECOVERY (1988)
 PE2109
 PE2109'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE2109'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0221 ***********************************************************************
 OB0221  DESIGNATION -  FORT POPHAM
 OB0221  PID         -  OB0221
 OB0221  STATE/COUNTY-  ME/SAGADAHOC
 OB0221  USGS QUAD   -  SMALL POINT (1957)
 OB0221
 OB0221                         *CURRENT SURVEY CONTROL
 OB0221  ___________________________________________________________________
 OB0221* NAD 83(1986)-  43 44 58.     (N)    069 47 23.     (W)     SCALED    
 OB0221* NAVD 88     -        43.313  (meters)     142.10   (feet)  ADJUSTED  
 OB0221  ___________________________________________________________________
 OB0221  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 OB0221  DYNAMIC HT  -          43.309 (meters)     142.09  (feet)  COMP
 OB0221  MODELED GRAV-     980,520.1   (mgal)                       NAVD 88
 OB0221
 OB0221  VERT ORDER  -  SECOND    CLASS 0
 OB0221
 OB0221.The horizontal coordinates were scaled from a topographic map and have
 OB0221.an estimated accuracy of +/- 6 seconds.
 OB0221
 OB0221.The orthometric height was determined by differential leveling
 OB0221.and adjusted by the National Geodetic Survey in June 1991..
 OB0221
 OB0221.The geoid height was determined by GEOID03.
 OB0221
 OB0221.The dynamic height is computed by dividing the NAVD 88
 OB0221.geopotential number by the normal gravity value computed on the
 OB0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0221.degrees latitude (g = 980.6199 gals.).
 OB0221
 OB0221.The modeled gravity was interpolated from observed gravity values.
 OB0221
 OB0221;                    North         East    Units  Estimated Accuracy
 OB0221;SPC ME W     -   101,840.      930,360.      MT  (+/- 180 meters Scaled)
 OB0221
 OB0221                          SUPERSEDED SURVEY CONTROL
 OB0221
 OB0221  NGVD 29 (??/??/92)   43.525  (m)          142.80   (f) ADJ UNCH    2 0
 OB0221
 OB0221.Superseded values are not recommended for survey control.
 OB0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0221.See file dsdata.txt to determine how the superseded data were derived.
 OB0221
 OB0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ364443(NAD 83)
 OB0221_MARKER: DB = BENCH MARK DISK
 OB0221_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OB0221_SP_SET: TOWER WALL
 OB0221_STAMPING: FT POPHAM 1943
 OB0221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OB0221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OB0221+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2003
 OB0221
 OB0221  HISTORY     - Date     Condition        Report By
 OB0221  HISTORY     - 1943     MONUMENTED       CGS
 OB0221  HISTORY     - 20010418 MARK NOT FOUND   USPSQD
 OB0221  HISTORY     - 20031007 GOOD             USPSQD
 OB0221
 OB0221                          STATION DESCRIPTION
 OB0221
 OB0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 OB0221'0.5 MI W FROM POPHAM BEACH.
 OB0221'0.5 MILE WEST OF THE POST OFFICE AT POPHAM BEACH, SAGADAHOC COUNTY, AT
 OB0221'FORT POPHAM FIRE CONTROL TOWER, 130 FEET SOUTHWEST OF BATTERY HAWLEY,
 OB0221'IN THE FACE OF THE EAST WALL OF THE TOWER, 1 FOOT EAST OF THE
 OB0221'NORTHEAST CORNER, AND 2.6 FEET ABOVE THE GROUND.  A STANDARD DISK,
 OB0221'STAMPED FT POPHAM 1943 AND SET VERTICALLY.
 OB0221
 OB0221                          STATION RECOVERY (2001)
 OB0221
 OB0221'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 OB0221'THERE IS NO FIRE CONTROL TOWER AT THIS LOCATION.
 OB0221
 OB0221                          STATION RECOVERY (2003)
 OB0221
 OB0221'RECOVERY NOTE BY US POWER SQUADRON 2003 (RMS)
 OB0221'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0545 ***********************************************************************
 OB0545  DESIGNATION -  FORT POPHAM LH
 OB0545  PID         -  OB0545
 OB0545  STATE/COUNTY-  ME/SAGADAHOC
 OB0545  USGS QUAD   -  PHIPPSBURG (1957)
 OB0545
 OB0545                         *CURRENT SURVEY CONTROL
 OB0545  ___________________________________________________________________
 OB0545* NAD 83(1996)-  43 45 17.43206(N)    069 46 58.96278(W)     ADJUSTED  
 OB0545* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 OB0545  ___________________________________________________________________
 OB0545  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 OB0545  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 OB0545
 OB0545  HORZ ORDER  -  THIRD
 OB0545
 OB0545.The horizontal coordinates were established by classical geodetic methods
 OB0545.and adjusted by the National Geodetic Survey in March 1998..
 OB0545
 OB0545.The orthometric height was scaled from a topographic map.
 OB0545
 OB0545.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0545
 OB0545.The geoid height was determined by GEOID03.
 OB0545
 OB0545;                    North         East     Units Scale Factor Converg.
 OB0545;SPC ME W     -   102,446.344   930,894.208   MT  0.99997840   +0 15 55.1
 OB0545;UTM  19      - 4,844,942.207   436,962.031   MT  0.99964888   -0 32 29.6
 OB0545
 OB0545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0545!SPC ME W     -   1.00000390  x   0.99997840  =   0.99998230
 OB0545!UTM  19      -   1.00000390  x   0.99964888  =   0.99965278
 OB0545
 OB0545:                Primary Azimuth Mark                     Grid Az
 OB0545:SPC ME W     -  JACK ROCK SPINDLE USE                    120 16 35.3
 OB0545:UTM  19      -  JACK ROCK SPINDLE USE                    121 05 00.0
 OB0545
 OB0545|---------------------------------------------------------------------|
 OB0545| PID    Reference Object                     Distance      Geod. Az  |
 OB0545|                                                           dddmmss.s |
 OB0545| OB0481 JACK ROCK SPINDLE USE               APPROX. 1.1 KM 1203230.4 |
 OB0545| OB0466 POND ISLAND LIGHTHOUSE NEW          APPROX. 1.9 KM 1480229.1 |
 OB0545|---------------------------------------------------------------------|
 OB0545
 OB0545                          SUPERSEDED SURVEY CONTROL
 OB0545
 OB0545  NAD 83(1992)-  43 45 17.42947(N)    069 46 58.96096(W) AD(       ) 3
 OB0545  NAD 83(1986)-  43 45 17.43515(N)    069 46 58.96659(W) AD(       ) 3
 OB0545  NAD 27      -  43 45 17.12300(N)    069 47 00.79100(W) AD(       ) 3
 OB0545
 OB0545.Superseded values are not recommended for survey control.
 OB0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0545.See file dsdata.txt to determine how the superseded data were derived.
 OB0545
 OB0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3696244942(NAD 83)
 OB0545_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OB0545+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2003
 OB0545
 OB0545  HISTORY     - Date     Condition        Report By
 OB0545  HISTORY     - UNK      MONUMENTED
 OB0545  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OB0545  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0545  HISTORY     - 1949     SEE DESCRIPTION  CGS
 OB0545  HISTORY     - 20010418 GOOD             USPSQD
 OB0545  HISTORY     - 20020913 GOOD             USPSQD
 OB0545  HISTORY     - 20031007 GOOD             USPSQD
 OB0545
 OB0545                          STATION DESCRIPTION
 OB0545
 OB0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OB0545'STATION NOT PREVIOUSLY DESCRIBED.  IT IS A WHITE SQUARE PYRAMIDAL
 OB0545'BELL TOWER WITH WOODEN BRIDGE TO SHORE, JUST INSIDE THE MOUTH OF
 OB0545'THE KENNEBEC RIVER ON A POINT OF ROCK, W BANK OF RIVER AT FORT
 OB0545'POPHAM LANDING.  THE LIGHT WAS RE-BUILT IN 1903.
 OB0545
 OB0545                          STATION RECOVERY (1942)
 OB0545
 OB0545'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OB0545'STATION RECOVERED AS DESCRIBED.  NO CHANGE IN THE STRUCTURE SINCE
 OB0545'1904.
 OB0545
 OB0545                          STATION RECOVERY (1949)
 OB0545
 OB0545'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 OB0545'REPORT FROM NOTICE TO MARINERS NO. 28 DATED 7/9/49--
 OB0545'
 OB0545'THE LIGHT HAS BEEN MOVED AND REESTABLISHED ON THE PARAPET OF OLD
 OB0545'OLD FORT POPHAM, 40 YARDS 311 DEG FROM ITS CHARTED POSITION.  THE
 OB0545'STRUCTURE IS A 6-FOOT CYLINDRICAL IRON STAND.
 OB0545
 OB0545                          STATION RECOVERY (2001)
 OB0545
 OB0545'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 OB0545'THE 1949 ASSESSMENT IS CORRECT.  THE LIGHT HAS BEEN MOVED AND IS AS
 OB0545'DESCRIBED.
 OB0545
 OB0545                          STATION RECOVERY (2002)
 OB0545
 OB0545'RECOVERY NOTE BY US POWER SQUADRON 2002 (RHS)
 OB0545'RECOVERED IN GOOD CONDITION.
 OB0545
 OB0545                          STATION RECOVERY (2003)
 OB0545
 OB0545'RECOVERY NOTE BY US POWER SQUADRON 2003 (RMS)
 OB0545'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1660 ***********************************************************************
 OC1660  DESIGNATION -  FORT PREBLE FLAGPOLE
 OC1660  PID         -  OC1660
 OC1660  STATE/COUNTY-  ME/CUMBERLAND
 OC1660  USGS QUAD   -  PORTLAND EAST (1975)
 OC1660
 OC1660                         *CURRENT SURVEY CONTROL
 OC1660  ___________________________________________________________________
 OC1660* NAD 83(1996)-  43 38 47.88439(N)    070 13 43.87406(W)     ADJUSTED  
 OC1660* NAVD 88     -                                                        
 OC1660  ___________________________________________________________________
 OC1660  LAPLACE CORR-           3.23  (seconds)                    DEFLEC99
 OC1660  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 OC1660
 OC1660  HORZ ORDER  -  THIRD
 OC1660
 OC1660.The horizontal coordinates were established by classical geodetic methods
 OC1660.and adjusted by the National Geodetic Survey in March 1998..
 OC1660
 OC1660
 OC1660.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1660
 OC1660.The geoid height was determined by GEOID03.
 OC1660
 OC1660;                    North         East     Units Scale Factor Converg.
 OC1660;SPC ME W     -    90,354.530   894,982.858   MT  0.99996698   -0 02 34.5
 OC1660;UTM  19      - 4,833,360.138   400,894.510   MT  0.99972081   -0 50 53.6
 OC1660
 OC1660                          SUPERSEDED SURVEY CONTROL
 OC1660
 OC1660  NAD 83(1992)-  43 38 47.88268(N)    070 13 43.87492(W) AD(       ) 4
 OC1660  NAD 83(1986)-  43 38 47.88874(N)    070 13 43.88068(W) AD(       ) 4
 OC1660  NAD 27      -  43 38 47.60000(N)    070 13 45.75000(W) AD(       ) 3
 OC1660
 OC1660.Superseded values are not recommended for survey control.
 OC1660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1660.See file dsdata.txt to determine how the superseded data were derived.
 OC1660
 OC1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0089533360(NAD 83)
 OC1660
 OC1660  HISTORY     - Date     Condition        Report By
 OC1660  HISTORY     - 1941     MONUMENTED       CGS
 OC1660
 OC1660                          STATION DESCRIPTION
 OC1660
 OC1660'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1660'FLAGPOLE IS LOCATED ON THE TOP OF BATTERY CHASE, FORT PREBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1740 ***********************************************************************
 OC1740  DESIGNATION -  FORT PREBLE FLAGSTAFF
 OC1740  PID         -  OC1740
 OC1740  STATE/COUNTY-  ME/CUMBERLAND
 OC1740  USGS QUAD   -  PORTLAND EAST (1975)
 OC1740
 OC1740                         *CURRENT SURVEY CONTROL
 OC1740  ___________________________________________________________________
 OC1740* NAD 83(1996)-  43 38 55.87275(N)    070 13 37.46482(W)     ADJUSTED  
 OC1740* NAVD 88     -                                                        
 OC1740  ___________________________________________________________________
 OC1740  LAPLACE CORR-           3.26  (seconds)                    DEFLEC99
 OC1740  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 OC1740
 OC1740  HORZ ORDER  -  THIRD
 OC1740
 OC1740.The horizontal coordinates were established by classical geodetic methods
 OC1740.and adjusted by the National Geodetic Survey in March 1998..
 OC1740
 OC1740
 OC1740.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1740
 OC1740.The geoid height was determined by GEOID03.
 OC1740
 OC1740;                    North         East     Units Scale Factor Converg.
 OC1740;SPC ME W     -    90,600.957   895,126.672   MT  0.99996696   -0 02 30.1
 OC1740;UTM  19      - 4,833,604.460   401,041.737   MT  0.99972045   -0 50 49.3
 OC1740
 OC1740                          SUPERSEDED SURVEY CONTROL
 OC1740
 OC1740  NAD 83(1992)-  43 38 55.87103(N)    070 13 37.46568(W) AD(       ) 4
 OC1740  NAD 83(1986)-  43 38 55.87710(N)    070 13 37.47116(W) AD(       ) 4
 OC1740  NAD 27      -  43 38 55.58000(N)    070 13 39.30000(W) AD(       ) 3
 OC1740
 OC1740.Superseded values are not recommended for survey control.
 OC1740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1740.See file dsdata.txt to determine how the superseded data were derived.
 OC1740
 OC1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0104233604(NAD 83)
 OC1740
 OC1740  HISTORY     - Date     Condition        Report By
 OC1740  HISTORY     - UNK      MONUMENTED
 OC1740  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1740
 OC1740                          STATION DESCRIPTION
 OC1740
 OC1740'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1740'STATION LOST.  FLAGSTAFF HAS BEEN MOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1162 ***********************************************************************
 PD1162  DESIGNATION -  FORT RESET
 PD1162  PID         -  PD1162
 PD1162  STATE/COUNTY-  ME/WASHINGTON
 PD1162  USGS QUAD   -  HARRINGTON (1975)
 PD1162
 PD1162                         *CURRENT SURVEY CONTROL
 PD1162  ___________________________________________________________________
 PD1162* NAD 83(1996)-  44 32 34.34624(N)    067 50 41.49547(W)     ADJUSTED  
 PD1162* NAVD 88     -        21.     (meters)      69.     (feet)  SCALED    
 PD1162  ___________________________________________________________________
 PD1162  LAPLACE CORR-           5.45  (seconds)                    DEFLEC99
 PD1162  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 PD1162
 PD1162  HORZ ORDER  -  SECOND
 PD1162
 PD1162.The horizontal coordinates were established by classical geodetic methods
 PD1162.and adjusted by the National Geodetic Survey in March 1998..
 PD1162
 PD1162.The orthometric height was scaled from a topographic map.
 PD1162
 PD1162.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1162
 PD1162.The geoid height was determined by GEOID03.
 PD1162
 PD1162;                    North         East     Units Scale Factor Converg.
 PD1162;SPC ME E     -    97,558.192   352,059.625   MT  0.99993332   +0 27 34.4
 PD1162;UTM  19      - 4,932,820.428   591,763.830   MT  0.99970355   +0 48 37.2
 PD1162
 PD1162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD1162!SPC ME E     -   1.00000042  x   0.99993332  =   0.99993374
 PD1162!UTM  19      -   1.00000042  x   0.99970355  =   0.99970397
 PD1162
 PD1162:                Primary Azimuth Mark                     Grid Az
 PD1162:SPC ME E     -  MILL RIVER CHURCH W HARRINGTON           359 33 21.8
 PD1162:UTM  19      -  MILL RIVER CHURCH W HARRINGTON           359 12 19.0
 PD1162
 PD1162|---------------------------------------------------------------------|
 PD1162| PID    Reference Object                     Distance      Geod. Az  |
 PD1162|                                                           dddmmss.s |
 PD1162| PD1163 MILL RIVER CHURCH W HARRINGTON      APPROX. 6.1 KM 0000056.2 |
 PD1162| PD1061 TRAFTON HALFTIDE LEDGE BEACON       APPROX. 4.9 KM 1710611.2 |
 PD1162| CE7946 FORT RM 1                            12.089 METERS 18230     |
 PD1162| PD1165 MILLBRIDGE METH CHURCH 2            APPROX. 3.2 KM 2460241.4 |
 PD1162| CE7947 FORT RM 2                            11.383 METERS 28739     |
 PD1162| PD1160 WALLACE RESET                       APPROX. 3.3 KM 3250955.7 |
 PD1162|---------------------------------------------------------------------|
 PD1162
 PD1162                          SUPERSEDED SURVEY CONTROL
 PD1162
 PD1162  NAD 83(1992)-  44 32 34.34345(N)    067 50 41.49553(W) AD(       ) 2
 PD1162  NAD 83(1986)-  44 32 34.34015(N)    067 50 41.49881(W) AD(       ) 2
 PD1162  NAD 27      -  44 32 34.05500(N)    067 50 43.49300(W) AD(       ) 2
 PD1162
 PD1162.Superseded values are not recommended for survey control.
 PD1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1162.See file dsdata.txt to determine how the superseded data were derived.
 PD1162
 PD1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK9176432820(NAD 83)
 PD1162
 PD1162  HISTORY     - Date     Condition        Report By
 PD1162  HISTORY     - 1934     MONUMENTED       CGS
 PD1162  HISTORY     - 1913     SEE DESCRIPTION  CGS
 PD1162  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PD1162  HISTORY     - 1945     SEE DESCRIPTION  CGS
 PD1162
 PD1162                          STATION DESCRIPTION
 PD1162
 PD1162'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 PD1162'STATION IS ON THE SUMMIT OF FORT HILL, IN THE SOUTHEASTERN PART
 PD1162'OF THE SMALL PENINSULA KNOWN AS STROUT POINT, ON THE WESTERN SIDE
 PD1162'OF THE ENTRANCE TO BACK BAY FROM NARRAGUAGUS BAY AND ABREAST
 PD1162'OF THE SOUTHERNMOST POINT OF THE ISLAND CALLED KEMPS FOLLY, WHICH
 PD1162'LIES ABOUT 1/4 MILE TO THE EASTWARD.  THE STATION IS ALSO ABOUT 2
 PD1162'MILES E OF MILLBRIDGE AND IS MARKED BY A DRILL HOLE SURROUNDED
 PD1162'BY A TRIANGLE CUT IN THE ROCK AND COVERED BY A CAIRN.  THE HILL
 PD1162'IS NOW COVERED BY A DENSE GROWTH OF FIR AND SPRUCE TREES.
 PD1162
 PD1162                          STATION RECOVERY (1934)
 PD1162
 PD1162'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PD1162'THE STATION WAS RECOVERED, ABOUT 2 MILES E OF MILLBRIDGE, AND
 PD1162'ABOUT 5-1/2 MILES SSW OF HARRINGTON.  THE LAND IS OWNED BY
 PD1162'A.F. SAWYER OF JORDANS BEACH.  THE MARK IS 100 FEET NNW OF A
 PD1162'BOULDER 5 FEET AROUND AND 3 FEET HIGH NEAR BROW OF HILL AND IS
 PD1162'7.2 FEET ENE OF THE ONLY 3/4-INCH ANCHOR BOLT.
 PD1162'
 PD1162'STATION WAS RE-MARKED AND 2 REFERENCE MARKS ESTABLISHED.  ALL
 PD1162'MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL HOLES IN
 PD1162'OUTCROPPING BEDROCK.
 PD1162'
 PD1162'REFERENCE MARK NO. 1 IS 39.66 FEET S OF THE STATION AND 60 FEET
 PD1162'NNW OF A 5-FOOT ROUND BOULDER.  IT IS 10.3 FEET NW OF A SHARP
 PD1162'W CORNER OF A 3-FOOT SHEER FACED 6-FOOT LONG LEDGE AT THE BROW
 PD1162'OF SUMMIT.
 PD1162'
 PD1162'REFERENCE MARK NO. 2 IS 37.34 FEET WNW OF STATION IN ROUGH
 PD1162'LEDGE, MOSS COVERED.
 PD1162'
 PD1162'TO REACH THE STATION FROM MILLBRIDGE TAKE HIGHWAY 1A AND
 PD1162'TURN RIGHT ONTO NARROW ROAD JUST AFTER CROSSING BRIDGE OVER
 PD1162'NARRAGUAGUS RIVER, FOLLOW 0.4 MILE AND TURN RIGHT AT T-ROAD,
 PD1162'FOLLOW ABOUT 1/2 MILE AND TAKE ROAD LEFT AND FOLLOW IT 1.3 MILES
 PD1162'TO END OF ROAD AT BROWN SHINGLED BUNGALOW.  AFTER CROSSING
 PD1162'TWO-FOOT BRIDGES PROCEED 1/8 MILE IN A NORTHERLY DIRECTION TO
 PD1162'SUMMIT OF HILL.  A 30-FOOT SIGNAL WAS USED.
 PD1162
 PD1162                          STATION RECOVERY (1945)
 PD1162
 PD1162'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (FLP)
 PD1162'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  PRESENT
 PD1162'DESCRIPTION ADEQUATE EXCEPT DISTANCE FROM T TURN-OFF TO ROAD TO
 PD1162'BUNGALOW IS CHANGED FROM 0.5 TO 0.4 MILE.  DISTANCES TO REFERENCE
 PD1162'MARKS CHECK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2346 ***********************************************************************
 PE2346  DESIGNATION -  FORT ST GEORGE 1863
 PE2346  PID         -  PE2346
 PE2346  STATE/COUNTY-  ME/KNOX
 PE2346  USGS QUAD   -  THOMASTON (1973)
 PE2346
 PE2346                         *CURRENT SURVEY CONTROL
 PE2346  ___________________________________________________________________
 PE2346* NAD 83(1996)-  44 01 28.75588(N)    069 12 26.76970(W)     ADJUSTED  
 PE2346* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 PE2346  ___________________________________________________________________
 PE2346  LAPLACE CORR-           3.00  (seconds)                    DEFLEC99
 PE2346  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 PE2346
 PE2346  HORZ ORDER  -  THIRD
 PE2346
 PE2346.The horizontal coordinates were established by classical geodetic methods
 PE2346.and adjusted by the National Geodetic Survey in March 1998..
 PE2346
 PE2346.The orthometric height was scaled from a topographic map.
 PE2346
 PE2346.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2346
 PE2346.The geoid height was determined by GEOID03.
 PE2346
 PE2346;                    North         East     Units Scale Factor Converg.
 PE2346;SPC ME E     -    40,015.087   243,288.371   MT  0.99993954   -0 29 30.0
 PE2346;SPC ME W     -   132,800.069   976,901.937   MT  1.00003937   +0 40 00.0
 PE2346;UTM  19      - 4,874,632.072   483,375.888   MT  0.99960340   -0 08 39.0
 PE2346
 PE2346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2346!SPC ME E     -   1.00000321  x   0.99993954  =   0.99994275
 PE2346!SPC ME W     -   1.00000321  x   1.00003937  =   1.00004258
 PE2346!UTM  19      -   1.00000321  x   0.99960340  =   0.99960661
 PE2346
 PE2346:                Primary Azimuth Mark                     Grid Az
 PE2346:SPC ME E     -  ST GEORGE CHURCH                         144 01 30.7
 PE2346:SPC ME W     -  ST GEORGE CHURCH                         142 52 00.7
 PE2346:UTM  19      -  ST GEORGE CHURCH                         143 40 39.7
 PE2346
 PE2346|---------------------------------------------------------------------|
 PE2346| PID    Reference Object                     Distance      Geod. Az  |
 PE2346|                                                           dddmmss.s |
 PE2346| PE2337 ST GEORGE CHURCH                    APPROX. 0.7 KM 1433200.7 |
 PE2346|---------------------------------------------------------------------|
 PE2346
 PE2346                          SUPERSEDED SURVEY CONTROL
 PE2346
 PE2346  NAD 83(1992)-  44 01 28.76067(N)    069 12 26.75064(W) AD(       ) 3
 PE2346  NAD 83(1986)-  44 01 28.76488(N)    069 12 26.75736(W) AD(       ) 3
 PE2346  NAD 27      -  44 01 28.47000(N)    069 12 28.59000(W) AD(       ) 3
 PE2346
 PE2346.Superseded values are not recommended for survey control.
 PE2346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2346.See file dsdata.txt to determine how the superseded data were derived.
 PE2346
 PE2346_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ8337674632(NAD 83)
 PE2346
 PE2346  HISTORY     - Date     Condition        Report By
 PE2346  HISTORY     - 1863     MONUMENTED       CGS
 PE2346  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2346  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2346
 PE2346                          STATION DESCRIPTION
 PE2346
 PE2346'DESCRIBED BY COAST AND GEODETIC SURVEY 1863 (CF)
 PE2346'THE STATION IS ON A KNOLL IN THE FORT ON THE E SIDE OF ST. GEORGE
 PE2346'RIVER ABOUT 3-1/2 MILES BELOW THOMASTON AND LESS THAN 1/2 MILE
 PE2346'FROM THE VILLAGE OF ST. GEORGE.  THE STATION IS 25 METERS FROM THE
 PE2346'SHORE AND IS MARKED BY A HOLE IN MASONRY ON THE TOP OF THE RIGHT
 PE2346'BANK, 18 METERS FROM THE NORTHERN END AND 15 METERS FROM ITS
 PE2346'EASTERN END.
 PE2346
 PE2346                          STATION RECOVERY (1934)
 PE2346
 PE2346'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2346'THIS STATION LOST.  THE STATION COULD NOT BE RECOVERED AFTER
 PE2346'EXTENSIVE SEARCH.
 PE2346
 PE2346                          STATION RECOVERY (1943)
 PE2346
 PE2346'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2346'LISTED AS LOST IN 1934.  SEARCHED FOR IN 1943.  MEASUREMENTS WERE
 PE2346'TAKEN BUT NO MARK COULD BE FOUND.  PLANE-TABLE AND AIR COMPILATION
 PE2346'METHODS MIGHT LOCATE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2563 ***********************************************************************
 PE2563  DESIGNATION -  FORTS
 PE2563  PID         -  PE2563
 PE2563  STATE/COUNTY-  ME/WALDO
 PE2563  USGS QUAD   -  CASTINE (1979)
 PE2563
 PE2563                         *CURRENT SURVEY CONTROL
 PE2563  ___________________________________________________________________
 PE2563* NAD 83(1996)-  44 28 15.85112(N)    068 48 47.21131(W)     ADJUSTED  
 PE2563* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 PE2563  ___________________________________________________________________
 PE2563  LAPLACE CORR-           2.52  (seconds)                    DEFLEC99
 PE2563  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 PE2563
 PE2563  HORZ ORDER  -  THIRD
 PE2563
 PE2563.The horizontal coordinates were established by classical geodetic methods
 PE2563.and adjusted by the National Geodetic Survey in March 1998..
 PE2563
 PE2563.The orthometric height was scaled from a topographic map.
 PE2563
 PE2563.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2563
 PE2563.The geoid height was determined by GEOID03.
 PE2563
 PE2563;                    North         East     Units Scale Factor Converg.
 PE2563;SPC ME E     -    89,418.861   275,088.339   MT  0.99990763   -0 13 09.7
 PE2563;UTM  19      - 4,924,212.669   514,864.342   MT  0.99960272   +0 07 51.3
 PE2563
 PE2563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2563!SPC ME E     -   1.00000398  x   0.99990763  =   0.99991161
 PE2563!UTM  19      -   1.00000398  x   0.99960272  =   0.99960669
 PE2563
 PE2563                          SUPERSEDED SURVEY CONTROL
 PE2563
 PE2563  NAD 83(1992)-  44 28 15.85083(N)    068 48 47.19190(W) AD(       ) 3
 PE2563  NAD 83(1986)-  44 28 15.84731(N)    068 48 47.21294(W) AD(       ) 3
 PE2563
 PE2563.Superseded values are not recommended for survey control.
 PE2563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2563.See file dsdata.txt to determine how the superseded data were derived.
 PE2563
 PE2563_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1486424213(NAD 83)
 PE2563_MARKER: N = NAIL
 PE2563_SETTING: 0 = UNSPECIFIED SETTING
 PE2563_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2563_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE2563
 PE2563  HISTORY     - Date     Condition        Report By
 PE2563  HISTORY     - 1983     MONUMENTED       NOS
 PE2563
 PE2563                          STATION DESCRIPTION
 PE2563
 PE2563'DESCRIBED BY NATIONAL OCEAN SERVICE 1983 (RST)
 PE2563'THE STATION IS LOCATED ON A FISHING PIER ON THE NORTH SIDE OF
 PE2563'A POINT AT FORT POINT STATE PARK.
 PE2563'
 PE2563'THE STATION IS A PK NAIL DRIVEN INTO THE END OF A PIER AT FORT
 PE2563'POINT STATE PARK.
 PE2563'IT IS LOCATED
 PE2563'2.5 METERS (8.2 FT) WEST FROM THE EAST EDGE OF THE PIER,
 PE2563'1.1 METER (3.6 FT) SOUTH FROM THE NORTH EDGE OF THE PIER, AND
 PE2563'0.85 METER (2.8 FT) EAST FROM THE WEST EDGE OF THE PIER.
 PE2563'
 PE2563'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.46 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1358 ***********************************************************************
 QG1358  DESIGNATION -  FOSS
 QG1358  PID         -  QG1358
 QG1358  STATE/COUNTY-  ME/SOMERSET
 QG1358  USGS QUAD   -  KINGSBURY (1989)
 QG1358
 QG1358                         *CURRENT SURVEY CONTROL
 QG1358  ___________________________________________________________________
 QG1358* NAD 83(1996)-  45 04 32.67365(N)    069 41 12.66045(W)     ADJUSTED  
 QG1358* NAVD 88     -       476.     (meters)    1562.     (feet)  SCALED    
 QG1358  ___________________________________________________________________
 QG1358  LAPLACE CORR-           2.41  (seconds)                    DEFLEC99
 QG1358  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 QG1358
 QG1358  HORZ ORDER  -  THIRD
 QG1358
 QG1358.The horizontal coordinates were established by classical geodetic methods
 QG1358.and adjusted by the National Geodetic Survey in March 1998..
 QG1358
 QG1358.The orthometric height was scaled from a topographic map.
 QG1358
 QG1358.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1358
 QG1358.The geoid height was determined by GEOID03.
 QG1358
 QG1358;                    North         East     Units Scale Factor Converg.
 QG1358;SPC ME W     -   249,260.859   937,780.878   MT  0.99998421   +0 20 23.0
 QG1358;UTM  19      - 4,991,593.952   445,937.076   MT  0.99963594   -0 29 10.8
 QG1358
 QG1358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1358!SPC ME W     -   0.99992937  x   0.99998421  =   0.99991358
 QG1358!UTM  19      -   0.99992937  x   0.99963594  =   0.99956533
 QG1358
 QG1358:                Primary Azimuth Mark                     Grid Az
 QG1358:SPC ME W     -  FLETCHER                                 258 23 28.0
 QG1358:UTM  19      -  FLETCHER                                 259 13 01.8
 QG1358
 QG1358|---------------------------------------------------------------------|
 QG1358| PID    Reference Object                     Distance      Geod. Az  |
 QG1358|                                                           dddmmss.s |
 QG1358| QG1359 FLETCHER                            APPROX.20.4 KM 2584351.0 |
 QG1358|---------------------------------------------------------------------|
 QG1358
 QG1358                          SUPERSEDED SURVEY CONTROL
 QG1358
 QG1358  NAD 83(1992)-  45 04 32.67268(N)    069 41 12.65565(W) AD(       ) 3
 QG1358  NAD 83(1986)-  45 04 32.67594(N)    069 41 12.66315(W) AD(       ) 3
 QG1358  NAD 27      -  45 04 32.48267(N)    069 41 14.47422(W) AD(       ) 3
 QG1358
 QG1358.Superseded values are not recommended for survey control.
 QG1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1358.See file dsdata.txt to determine how the superseded data were derived.
 QG1358
 QG1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK4593791594(NAD 83)
 QG1358_MARKER: DD = SURVEY DISK
 QG1358_SETTING: 66 = SET IN ROCK OUTCROP
 QG1358_SP_SET: SET IN ROCK OUTCROP
 QG1358_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG1358+STABILITY: POSITION/ELEVATION WELL
 QG1358
 QG1358  HISTORY     - Date     Condition        Report By
 QG1358  HISTORY     - 1902     MONUMENTED       USGS
 QG1358
 QG1358                          STATION DESCRIPTION
 QG1358
 QG1358'DESCRIBED BY US GEOLOGICAL SURVEY 1902
 QG1358'ON A BARE ROCKY MOUNTAIN ABOUT 2.0 MI E. OF BRIGHTON, ON LAND OWNED
 QG1358'BY MR. FOSS.
 QG1358'
 QG1358'STATION MARK, A STANDARD DISK CEMENTED IN SOLID ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0621 ***********************************************************************
 OB0621  DESIGNATION -  FOSTER
 OB0621  PID         -  OB0621
 OB0621  STATE/COUNTY-  ME/SAGADAHOC
 OB0621  USGS QUAD   -  BRUNSWICK (1980)
 OB0621
 OB0621                         *CURRENT SURVEY CONTROL
 OB0621  ___________________________________________________________________
 OB0621* NAD 83(1996)-  43 59 41.87321(N)    069 57 08.62511(W)     ADJUSTED  
 OB0621* NAVD 88     -        57.1    (meters)     187.     (feet)  VERTCON   
 OB0621  ___________________________________________________________________
 OB0621  LAPLACE CORR-           3.03  (seconds)                    DEFLEC99
 OB0621  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 OB0621
 OB0621  HORZ ORDER  -  SECOND
 OB0621
 OB0621.The horizontal coordinates were established by classical geodetic methods
 OB0621.and adjusted by the National Geodetic Survey in March 1998..
 OB0621
 OB0621.The NAVD 88 height was computed by applying the VERTCON shift value to
 OB0621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OB0621
 OB0621.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0621
 OB0621.The geoid height was determined by GEOID03.
 OB0621
 OB0621;                    North         East     Units Scale Factor Converg.
 OB0621;SPC ME W     -   129,076.217   917,186.727   MT  0.99997030   +0 08 55.8
 OB0621;UTM  19      - 4,871,754.456   423,635.922   MT  0.99967172   -0 39 41.6
 OB0621
 OB0621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0621!SPC ME W     -   0.99999512  x   0.99997030  =   0.99996542
 OB0621!UTM  19      -   0.99999512  x   0.99967172  =   0.99966684
 OB0621
 OB0621:                Primary Azimuth Mark                     Grid Az
 OB0621:SPC ME W     -  FOSTER AZ MK                             016 29 53.0
 OB0621:UTM  19      -  FOSTER AZ MK                             017 18 30.4
 OB0621
 OB0621|---------------------------------------------------------------------|
 OB0621| PID    Reference Object                     Distance      Geod. Az  |
 OB0621|                                                           dddmmss.s |
 OB0621| CE8154 FOSTER AZ MK                                       0163848.8 |
 OB0621| OB0616 FOSTER PT A                          14.547 METERS 07519     |
 OB0621| OB0620 226F                                  7.507 METERS 20925     |
 OB0621|---------------------------------------------------------------------|
 OB0621
 OB0621                          SUPERSEDED SURVEY CONTROL
 OB0621
 OB0621  NAD 83(1992)-  43 59 41.87203(N)    069 57 08.62472(W) AD(       ) 2
 OB0621  NAD 83(1986)-  43 59 41.87753(N)    069 57 08.62972(W) AD(       ) 2
 OB0621  NAD 27      -  43 59 41.59369(N)    069 57 10.44208(W) AD(       ) 2
 OB0621  NGVD 29 (07/19/86)   57.3    (m)          188.     (f) VERT ANG       
 OB0621
 OB0621.Superseded values are not recommended for survey control.
 OB0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0621.See file dsdata.txt to determine how the superseded data were derived.
 OB0621
 OB0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ2363671754(NAD 83)
 OB0621_MARKER: DD = SURVEY DISK
 OB0621_SETTING: 66 = SET IN ROCK OUTCROP
 OB0621
 OB0621  HISTORY     - Date     Condition        Report By
 OB0621  HISTORY     - 1975     MONUMENTED       MEDT
 OB0621
 OB0621                          STATION DESCRIPTION
 OB0621
 OB0621'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975 (RCA)
 OB0621'THE STATION IS LOCATED ON THE EAST SIDE OF U.S. ROUTE 201, IN THE
 OB0621'SOUTHEAST PART OF THE TOWN OF BOWDOIN, 253 FEET NORTHEAST OF THE
 OB0621'TOPSHAM-BOWDOIN TOWN LINE.  IT IS 5 MILES EAST OF LISBON FALLS,
 OB0621'5 MILES NORTH OF TOPSHAM, AND 3 MILES SOUTHWEST OF BOWDOINHAM.
 OB0621'
 OB0621'TO REACH THE STATION FROM THE U.S. POST OFFICE IN TOPSHAM, GO
 OB0621'NORTH ON U.S. ROUTE 201 FOR 0.95 MILES TO THE NORTHBOUND OVERPASS
 OB0621'OVER INTERSTATE 95, CONTINUE NORTH 3.5 MILES TO THE
 OB0621'TOPSHAM-BOWDOIN TOWN LINE, CONTINUE 250 FEET TO THE STATION ON
 OB0621'THE RIGHT.
 OB0621'
 OB0621'THE STATION IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 OB0621'DISK STAMPED 1974 FOSTER, CEMENTED IN A DRILL HOLE IN OUTCROPPING
 OB0621'BEDROCK, WHICH IS 0.5 FEET BELOW THE SURFACE OF THE GROUND.  IT
 OB0621'IS 29 FEET EAST OF THE CENTERLINE OF U.S. ROUTE 201, 253 FEET
 OB0621'NORTHEAST OF THE TOPSHAM-BOWDOIN TOWN LINE MARKER POST, AND 101
 OB0621'FEET WEST OF A 12-INCH APPLE TREE, AND ABOUT 4 FEET HIGHER THAN
 OB0621'THE ROAD.
 OB0621'
 OB0621'REFERENCE MARK 1 IS A STANDARD MAINE STATE HIGHWAY COMMISSION
 OB0621'AND J.W.S. CO. DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 OB0621'BEDROCK, FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 229 FEET
 OB0621'NORTHEAST OF THE TOPSHAM-BOWDOIN TOWN LINE MARKER POST, 24 FEET
 OB0621'EAST OF THE CENTERLINE OF U.S. ROUTE 201, 117 FEET WEST OF A
 OB0621'12-INCH APPLE TREE, AND ABOUT 5 FEET HIGHER THAN THE ROAD.  IT
 OB0621'IS STAMPED 226F.
 OB0621'
 OB0621'THE AZIMUTH MARK IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 OB0621'DISK, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK, FLUSH WITH
 OB0621'THE SURFACE OF THE GROUND, STAMPED AZ MK 1974 FOSTER.  IT IS 4.6
 OB0621'FEET WEST OF A METAL WITNESS POST AND SIGN, 6.8 FEET WEST OF A
 OB0621'STONE WALL, 25.5 FEET EAST OF THE CENTERLINE OF U.S. ROUTE 201,
 OB0621'69.4 FEET EAST OF A CENTRAL MAINE POWER CO. POLE NUMBER--CMP
 OB0621'145/763/12/C, AND ABOUT 2 FEET HIGHER THAN THE ROAD.
 OB0621'
 OB0621'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON
 OB0621'U.S. ROUTE 201 FOR 0.30 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 OB0621'
 OB0621'NO OTHER REFERENCE MARKS WERE SET AT THIS TIME.
 OB0621'
 OB0621'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0503 ***********************************************************************
 OC0503  DESIGNATION -  FOSTER 148
 OC0503  PID         -  OC0503
 OC0503  STATE/COUNTY-  ME/YORK
 OC0503  USGS QUAD   -  KITTERY (1989)
 OC0503
 OC0503                         *CURRENT SURVEY CONTROL
 OC0503  ___________________________________________________________________
 OC0503* NAD 83(1996)-  43 04 02.61540(N)    070 41 30.27965(W)     ADJUSTED  
 OC0503* NAVD 88     -        14.783  (meters)      48.50   (feet)  ADJUSTED  
 OC0503  ___________________________________________________________________
 OC0503  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 OC0503  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 OC0503  DYNAMIC HT  -          14.780 (meters)      48.49  (feet)  COMP
 OC0503  MODELED GRAV-     980,461.3   (mgal)                       NAVD 88
 OC0503
 OC0503  HORZ ORDER  -  SECOND
 OC0503  VERT ORDER  -  SECOND    CLASS 0
 OC0503
 OC0503.The horizontal coordinates were established by classical geodetic methods
 OC0503.and adjusted by the National Geodetic Survey in March 1998..
 OC0503
 OC0503.The orthometric height was determined by differential leveling
 OC0503.and adjusted by the National Geodetic Survey in June 1991..
 OC0503
 OC0503.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC0503
 OC0503.The geoid height was determined by GEOID03.
 OC0503
 OC0503.The dynamic height is computed by dividing the NAVD 88
 OC0503.geopotential number by the normal gravity value computed on the
 OC0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0503.degrees latitude (g = 980.6199 gals.).
 OC0503
 OC0503.The modeled gravity was interpolated from observed gravity values.
 OC0503
 OC0503;                    North         East     Units Scale Factor Converg.
 OC0503;SPC ME W     -    26,135.073   857,232.865   MT  0.99998916   -0 21 30.8
 OC0503;UTM  19      - 4,769,687.551   362,258.122   MT  0.99983340   -1 09 19.4
 OC0503
 OC0503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC0503!SPC ME W     -   1.00000185  x   0.99998916  =   0.99999101
 OC0503!UTM  19      -   1.00000185  x   0.99983340  =   0.99983525
 OC0503
 OC0503|---------------------------------------------------------------------|
 OC0503| PID    Reference Object                     Distance      Geod. Az  |
 OC0503|                                                           dddmmss.s |
 OC0503| OC2178 BC BOHLEN 1941                        5.270 METERS 05301     |
 OC0503| OC2214 BC 205 FCT 1943                     435.741 METERS 0930659.5 |
 OC0503| OC2259 DP BOHLEN 1941                       17.996 METERS 09913     |
 OC0503| OC0500 HIGBEE                              386.736 METERS 12604     |
 OC0503| OC2252 WHALE BACK LIGHTHOUSE               APPROX. 1.0 KM 2011017.3 |
 OC0503| OC2228 FORT STARK HECP MAST                APPROX. 2.0 KM 2380415.9 |
 OC0503| OC2226 FORT STARK FLAGPOLE                 APPROX. 2.0 KM 2395154.0 |
 OC0503| OC0504 FOSTER 148 RM 1                       7.062 METERS 29227     |
 OC0503| OC2256 BC CRF CHAPIN 1941                  193.433 METERS 30313     |
 OC0503| OC2174 FT FOSTER FLAGPOLE 1941              28.626 METERS 33425     |
 OC0503| OC2175 MG 1 1943                            33.650 METERS 35014     |
 OC0503| OC2176 M 2 NEW 1943                         33.964 METERS 35624     |
 OC0503|---------------------------------------------------------------------|
 OC0503
 OC0503                          SUPERSEDED SURVEY CONTROL
 OC0503
 OC0503  NAD 83(1992)-  43 04 02.61430(N)    070 41 30.28013(W) AD(       ) 2
 OC0503  NAD 83(1986)-  43 04 02.61760(N)    070 41 30.28402(W) AD(       ) 2
 OC0503  NAD 27      -  43 04 02.29600(N)    070 41 32.09800(W) AD(       ) 2
 OC0503  NGVD 29 (??/??/92)   15.016  (m)           49.27   (f) ADJ UNCH    2 0
 OC0503
 OC0503.Superseded values are not recommended for survey control.
 OC0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0503.See file dsdata.txt to determine how the superseded data were derived.
 OC0503
 OC0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH6225869688(NAD 83)
 OC0503_MARKER: DD = SURVEY DISK
 OC0503_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OC0503_SP_SET: CONCRETE ENCASEMENT
 OC0503_STAMPING: FOSTER 148 1941
 OC0503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC0503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OC0503+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2005
 OC0503
 OC0503  HISTORY     - Date     Condition        Report By
 OC0503  HISTORY     - 1941     MONUMENTED       CGS
 OC0503  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OC0503  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OC0503  HISTORY     - 1943     GOOD             NGS
 OC0503  HISTORY     - 1976     GOOD             NGS
 OC0503  HISTORY     - 1988     GOOD             USPSQD
 OC0503  HISTORY     - 1989     GOOD             USPSQD
 OC0503  HISTORY     - 20050510 GOOD             GEOCAC
 OC0503
 OC0503                          STATION DESCRIPTION
 OC0503
 OC0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC0503'STATION IS LOCATED AT FORT FOSTER.  IT IS A U.S. ARMY MAP-CONTROL
 OC0503'BRONZE DISK, COUNTERSUNK IN CONCRETE.  THE ONE REFERENCE MARK
 OC0503'IS A STANDARD BRONZE DISK SET IN CONCRETE SW OF THE STATION.
 OC0503
 OC0503                          STATION RECOVERY (1943)
 OC0503
 OC0503'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 OC0503'STATION WAS RECOVERED AS DESCRIBED.
 OC0503
 OC0503                          STATION RECOVERY (1943)
 OC0503
 OC0503'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 OC0503'THE STATION AND REFERENCE MARK 1 WERE RECOVERED AS DESCRIBED AND
 OC0503'FOUND IN GOOD CONDITION.  ORIGINAL DESCRIPTION SUBMITTED
 OC0503'BY P.L.B. IN 1941 IS ADEQUATE.
 OC0503
 OC0503                          STATION RECOVERY (1943)
 OC0503
 OC0503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 OC0503'AT FORT FOSTER.
 OC0503'AT FORT FOSTER, YORK COUNTY, AT BATTERY BOHLEN, MIDWAY BETWEEN
 OC0503'THE SOUTH AND CENTER GUNS, AND IN THE TOP OF THE CONCRETE
 OC0503'ENCASEMENT.
 OC0503
 OC0503                          STATION RECOVERY (1976)
 OC0503
 OC0503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0503'RECOVERED IN GOOD CONDITION.
 OC0503
 OC0503                          STATION RECOVERY (1988)
 OC0503
 OC0503'RECOVERY NOTE BY US POWER SQUADRON 1988 (RSR)
 OC0503'RECOVERED IN GOOD CONDITION.
 OC0503
 OC0503                          STATION RECOVERY (1989)
 OC0503
 OC0503'RECOVERY NOTE BY US POWER SQUADRON 1989 (RSR)
 OC0503'RECOVERED IN GOOD CONDITION.
 OC0503
 OC0503                          STATION RECOVERY (2005)
 OC0503
 OC0503'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 OC0503'FOUND THE STATION AND REFERENCE MARK NO. 1 IN GOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0504 ***********************************************************************
 OC0504  DESIGNATION -  FOSTER 148 RM 1
 OC0504  PID         -  OC0504
 OC0504  STATE/COUNTY-  ME/YORK
 OC0504  USGS QUAD   -  KITTERY (1989)
 OC0504
 OC0504                         *CURRENT SURVEY CONTROL
 OC0504  ___________________________________________________________________
 OC0504* NAD 83(1986)-  43 04 02.     (N)    070 41 30.     (W)     SCALED    
 OC0504* NAVD 88     -        14.831  (meters)      48.66   (feet)  ADJUSTED  
 OC0504  ___________________________________________________________________
 OC0504  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 OC0504  DYNAMIC HT  -          14.829 (meters)      48.65  (feet)  COMP
 OC0504  MODELED GRAV-     980,461.3   (mgal)                       NAVD 88
 OC0504
 OC0504  VERT ORDER  -  SECOND    CLASS 0
 OC0504
 OC0504.The horizontal coordinates were scaled from a topographic map and have
 OC0504.an estimated accuracy of +/- 6 seconds.
 OC0504
 OC0504.The orthometric height was determined by differential leveling
 OC0504.and adjusted by the National Geodetic Survey in June 1991..
 OC0504
 OC0504.The geoid height was determined by GEOID03.
 OC0504
 OC0504.The dynamic height is computed by dividing the NAVD 88
 OC0504.geopotential number by the normal gravity value computed on the
 OC0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0504.degrees latitude (g = 980.6199 gals.).
 OC0504
 OC0504.The modeled gravity was interpolated from observed gravity values.
 OC0504
 OC0504;                    North         East    Units  Estimated Accuracy
 OC0504;SPC ME W     -    26,120.      857,240.      MT  (+/- 180 meters Scaled)
 OC0504
 OC0504                          SUPERSEDED SURVEY CONTROL
 OC0504
 OC0504  NGVD 29 (??/??/92)   15.065  (m)           49.43   (f) ADJ UNCH    2 0
 OC0504
 OC0504.Superseded values are not recommended for survey control.
 OC0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0504.See file dsdata.txt to determine how the superseded data were derived.
 OC0504
 OC0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH622696(NAD 83)
 OC0504_MARKER: DR = REFERENCE MARK DISK
 OC0504_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OC0504_SP_SET: CONCRETE ENCASEMENT
 OC0504_STAMPING: FOSTER 148 1941 1
 OC0504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC0504_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OC0504+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2005
 OC0504
 OC0504  HISTORY     - Date     Condition        Report By
 OC0504  HISTORY     - 1941     MONUMENTED       CGS
 OC0504  HISTORY     - 1943     GOOD             NGS
 OC0504  HISTORY     - 1976     GOOD             NGS
 OC0504  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 OC0504  HISTORY     - 20050510 GOOD             GEOCAC
 OC0504
 OC0504                          STATION DESCRIPTION
 OC0504
 OC0504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 OC0504'AT FORT FOSTER.
 OC0504'23 FEET SOUTHWEST OF BENCH MARK FOSTER 148 (USE) DESCRIBED ABOVE,
 OC0504'IN THE TOP OF THE CONCRETE ENCASEMENT, AND NEAR THE WEST EDGE.
 OC0504'NOTE-- FOR DESCR. SEE STATION FOSTER.
 OC0504
 OC0504                          STATION RECOVERY (1976)
 OC0504
 OC0504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0504'RECOVERED IN GOOD CONDITION.
 OC0504
 OC0504                          STATION RECOVERY (1989)
 OC0504
 OC0504'RECOVERY NOTE BY US POWER SQUADRON 1989 (RSR)
 OC0504'MARK NOT FOUND.
 OC0504
 OC0504                          STATION RECOVERY (2005)
 OC0504
 OC0504'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 OC0504'THE REFERENCE MARK IS MOUNTED UNDER A RUSTING CHAIN-LINK FENCE ON THE
 OC0504'ROOF OF BATTERY BOHLEN.  HANDHELD COORDINATES ARE N43-04-02.76
 OC0504'W070-41-30.60.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0825 ***********************************************************************
 PD0825  DESIGNATION -  FOSTER 1860
 PD0825  PID         -  PD0825
 PD0825  STATE/COUNTY-  ME/WASHINGTON
 PD0825  USGS QUAD   -  EASTPORT (1977)
 PD0825
 PD0825                         *CURRENT SURVEY CONTROL
 PD0825  ___________________________________________________________________
 PD0825* NAD 83(1996)-  44 55 29.97190(N)    067 07 07.16784(W)     ADJUSTED  
 PD0825* NAVD 88     -        58.     (meters)     190.     (feet)  SCALED    
 PD0825  ___________________________________________________________________
 PD0825  LAPLACE CORR-           4.32  (seconds)                    DEFLEC99
 PD0825  GEOID HEIGHT-         -22.67  (meters)                     GEOID03
 PD0825
 PD0825  HORZ ORDER  -  THIRD
 PD0825
 PD0825.The horizontal coordinates were established by classical geodetic methods
 PD0825.and adjusted by the National Geodetic Survey in March 1998..
 PD0825
 PD0825.The orthometric height was scaled from a topographic map.
 PD0825
 PD0825.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0825
 PD0825.The geoid height was determined by GEOID03.
 PD0825
 PD0825;                    North         East     Units Scale Factor Converg.
 PD0825;SPC ME E     -   140,737.017   409,045.616   MT  1.00004617   +0 58 32.1
 PD0825;UTM  19      - 4,976,339.725   648,471.995   MT  0.99987107   +1 19 43.7
 PD0825
 PD0825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0825!SPC ME E     -   0.99999449  x   1.00004617  =   1.00004066
 PD0825!UTM  19      -   0.99999449  x   0.99987107  =   0.99986556
 PD0825
 PD0825                          SUPERSEDED SURVEY CONTROL
 PD0825
 PD0825  NAD 83(1992)-  44 55 29.96224(N)    067 07 07.16845(W) AD(       ) 3
 PD0825  NAD 83(1986)-  44 55 29.96046(N)    067 07 07.17021(W) AD(       ) 3
 PD0825  NAD 27      -  44 55 29.67700(N)    067 07 09.23200(W) AD(       ) 3
 PD0825
 PD0825.Superseded values are not recommended for survey control.
 PD0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0825.See file dsdata.txt to determine how the superseded data were derived.
 PD0825
 PD0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK4847276340(NAD 83)
 PD0825
 PD0825  HISTORY     - Date     Condition        Report By
 PD0825  HISTORY     - 1860     MONUMENTED       COASUR
 PD0825  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0825
 PD0825                          STATION DESCRIPTION
 PD0825
 PD0825'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0825'STATION 3 METERS FROM HERSEY.
 PD0825'
 PD0825'NOT RECOVERED IN 1946.
 PD0825'
 PD0825'MARKED BY DRILL HOLE IN ROCK WITH A WOODEN PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1716 ***********************************************************************
 QF1716  DESIGNATION -  FOSTER IBC
 QF1716  PID         -  QF1716
 QF1716  STATE/COUNTY-  ME/WASHINGTON
 QF1716  USGS QUAD   -  FOREST CITY (1988)
 QF1716
 QF1716                         *CURRENT SURVEY CONTROL
 QF1716  ___________________________________________________________________
 QF1716* NAD 83(1996)-  45 40 00.15640(N)    067 44 14.66234(W)     ADJUSTED  
 QF1716* NAVD 88     -       133.     (meters)     436.     (feet)  SCALED    
 QF1716  ___________________________________________________________________
 QF1716  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 QF1716  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 QF1716
 QF1716  HORZ ORDER  -  THIRD
 QF1716
 QF1716.The horizontal coordinates were established by classical geodetic methods
 QF1716.and adjusted by the National Geodetic Survey in March 1998..
 QF1716
 QF1716.The orthometric height was scaled from a topographic map.
 QF1716
 QF1716.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1716
 QF1716.The geoid height was determined by GEOID03.
 QF1716
 QF1716;                    North         East     Units Scale Factor Converg.
 QF1716;SPC ME E     -   222,515.995   359,420.726   MT  0.99994340   +0 32 43.8
 QF1716;UTM  19      - 5,057,792.966   598,350.717   MT  0.99971892   +0 54 11.5
 QF1716
 QF1716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1716!SPC ME E     -   0.99998291  x   0.99994340  =   0.99992631
 QF1716!UTM  19      -   0.99998291  x   0.99971892  =   0.99970183
 QF1716
 QF1716|---------------------------------------------------------------------|
 QF1716| PID    Reference Object                     Distance      Geod. Az  |
 QF1716|                                                           dddmmss.s |
 QF1716| QF1707 MARSH IBC                           333.022 METERS 11323     |
 QF1716| QF1714 REFERENCE MON 55=FOSTER              32.127 METERS 13315     |
 QF1716| QF1715 CAMP IBC                             53.935 METERS 15811     |
 QF1716| QF1722 REFERENCE MON 53                    APPROX. 0.8 KM 2890512.1 |
 QF1716| QF1718 TINK IBC                            367.513 METERS 33605     |
 QF1716|---------------------------------------------------------------------|
 QF1716
 QF1716                          SUPERSEDED SURVEY CONTROL
 QF1716
 QF1716  NAD 83(1992)-  45 40 00.15327(N)    067 44 14.66052(W) AD(       ) 3
 QF1716  NAD 83(1986)-  45 40 00.15726(N)    067 44 14.67660(W) AD(       ) 3
 QF1716  NAD 27      -  45 39 59.94100(N)    067 44 16.64600(W) AD(       ) 3
 QF1716
 QF1716.Superseded values are not recommended for survey control.
 QF1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1716.See file dsdata.txt to determine how the superseded data were derived.
 QF1716
 QF1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9835157793(NAD 83)
 QF1716_MARKER: DR = REFERENCE MARK DISK
 QF1716_SETTING: 80 = SET IN A BOULDER
 QF1716_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF1716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1716+STABILITY: SURFACE MOTION
 QF1716
 QF1716  HISTORY     - Date     Condition        Report By
 QF1716  HISTORY     - 1946     MONUMENTED       IBC
 QF1716  HISTORY     - 1955     GOOD             IBC
 QF1716
 QF1716                          STATION DESCRIPTION
 QF1716
 QF1716'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF1716'ON THE N SHORE OF FOSTER ISLAND, IN THE EDGE OF THE BUSHES 75 FEET E
 QF1716'OF THE END OF THE VEGETATION ON THE NW CORNER OF THE ISLAND.
 QF1716'
 QF1716'STATION MARK IS A GS OF C REFERENCE DISK SET IN A DRILL HOLE IN A
 QF1716'TRIANGULAR ROCK 7 BY 7 AND 4 FEET ON ITS SIDES AND 2 FEET HIGH.
 QF1716
 QF1716                          STATION RECOVERY (1955)
 QF1716
 QF1716'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1716'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0563 ***********************************************************************
 OB0563  DESIGNATION -  FOSTER POINT HOUSE FLAGPOLE
 OB0563  PID         -  OB0563
 OB0563  STATE/COUNTY-  ME/SAGADAHOC
 OB0563  USGS QUAD   -  ORRS ISLAND (1997)
 OB0563
 OB0563                         *CURRENT SURVEY CONTROL
 OB0563  ___________________________________________________________________
 OB0563* NAD 83(1996)-  43 51 38.54389(N)    069 53 05.57003(W)     ADJUSTED  
 OB0563* NAVD 88     -                                                        
 OB0563  ___________________________________________________________________
 OB0563  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 OB0563  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 OB0563
 OB0563  HORZ ORDER  -  THIRD
 OB0563
 OB0563.The horizontal coordinates were established by classical geodetic methods
 OB0563.and adjusted by the National Geodetic Survey in March 1998..
 OB0563
 OB0563
 OB0563.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0563
 OB0563.The geoid height was determined by GEOID03.
 OB0563
 OB0563;                    North         East     Units Scale Factor Converg.
 OB0563;SPC ME W     -   114,175.456   922,653.048   MT  0.99997298   +0 11 42.9
 OB0563;UTM  19      - 4,856,782.526   428,889.603   MT  0.99966219   -0 36 47.4
 OB0563
 OB0563                          SUPERSEDED SURVEY CONTROL
 OB0563
 OB0563  NAD 83(1992)-  43 51 38.54233(N)    069 53 05.56910(W) AD(       ) 4
 OB0563  NAD 83(1986)-  43 51 38.54796(N)    069 53 05.57439(W) AD(       ) 4
 OB0563  NAD 27      -  43 51 38.26000(N)    069 53 07.40000(W) AD(       ) 3
 OB0563
 OB0563.Superseded values are not recommended for survey control.
 OB0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0563.See file dsdata.txt to determine how the superseded data were derived.
 OB0563
 OB0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ2889056783(NAD 83)
 OB0563
 OB0563  HISTORY     - Date     Condition        Report By
 OB0563  HISTORY     - UNK      MONUMENTED
 OB0563  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0563
 OB0563                          STATION DESCRIPTION
 OB0563
 OB0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OB0563'NO FLAGPOLE ON A HOUSE WAS FOUND IN THIS VICINITY.  HOWEVER, A
 OB0563'3-FOOT PYRAMIDAL CEMENTED STONE BASE WITH A 5-INCH HOLE STILL
 OB0563'REMAINS.  IT IS APPARENTLY THE SITE WHERE THE FLAGPOLE WAS
 OB0563'LOCATED.  IT IS ON TOP OF A ROCK OUTCROP IN THE CENTER OF A
 OB0563'FIELD, 100 METERS FROM THE END OF THE COUNTY ROAD WHICH LEADS
 OB0563'INTO PRIVATE ROADS, AND 20.4 METERS E OF THE CENTER LINE OF THE
 OB0563'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0564 ***********************************************************************
 OB0564  DESIGNATION -  FOSTER PT PYRAMIDAL ROOF PEAK
 OB0564  PID         -  OB0564
 OB0564  STATE/COUNTY-  ME/SAGADAHOC
 OB0564  USGS QUAD   -  ORRS ISLAND (1997)
 OB0564
 OB0564                         *CURRENT SURVEY CONTROL
 OB0564  ___________________________________________________________________
 OB0564* NAD 83(1996)-  43 51 27.19264(N)    069 52 55.35653(W)     ADJUSTED  
 OB0564* NAVD 88     -                                                        
 OB0564  ___________________________________________________________________
 OB0564  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 OB0564  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 OB0564
 OB0564  HORZ ORDER  -  THIRD
 OB0564
 OB0564.The horizontal coordinates were established by classical geodetic methods
 OB0564.and adjusted by the National Geodetic Survey in March 1998..
 OB0564
 OB0564
 OB0564.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0564
 OB0564.The geoid height was determined by GEOID03.
 OB0564
 OB0564;                    North         East     Units Scale Factor Converg.
 OB0564;SPC ME W     -   113,825.907   922,882.330   MT  0.99997310   +0 11 49.9
 OB0564;UTM  19      - 4,856,429.886   429,113.860   MT  0.99966180   -0 36 40.2
 OB0564
 OB0564                          SUPERSEDED SURVEY CONTROL
 OB0564
 OB0564  NAD 83(1992)-  43 51 27.19106(N)    069 52 55.35558(W) AD(       ) 4
 OB0564  NAD 83(1986)-  43 51 27.19670(N)    069 52 55.36088(W) AD(       ) 4
 OB0564  NAD 27      -  43 51 26.90000(N)    069 52 57.19000(W) AD(       ) 3
 OB0564
 OB0564.Superseded values are not recommended for survey control.
 OB0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0564.See file dsdata.txt to determine how the superseded data were derived.
 OB0564
 OB0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ2911456430(NAD 83)
 OB0564
 OB0564  HISTORY     - Date     Condition        Report By
 OB0564  HISTORY     - 1933     MONUMENTED       CGS
 OB0564  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0564
 OB0564                          STATION DESCRIPTION
 OB0564
 OB0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OB0564'THIS STATION IS THE PEAK OF A GREEN PYRAMIDAL ROOF ON A SUMMER
 OB0564'COTTAGE WHICH IS ON THE S TIP OF FOSTER POINT IN CASCO BAY.
 OB0564
 OB0564                          STATION RECOVERY (1942)
 OB0564
 OB0564'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OB0564'RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1146 ***********************************************************************
 PD1146  DESIGNATION -  FOSTER RESET
 PD1146  PID         -  PD1146
 PD1146  STATE/COUNTY-  ME/WASHINGTON
 PD1146  USGS QUAD   -  HARRINGTON (1975)
 PD1146
 PD1146                         *CURRENT SURVEY CONTROL
 PD1146  ___________________________________________________________________
 PD1146* NAD 83(1996)-  44 31 37.13427(N)    067 49 59.78243(W)     ADJUSTED  
 PD1146* NAVD 88     -        26.     (meters)      85.     (feet)  SCALED    
 PD1146  ___________________________________________________________________
 PD1146  LAPLACE CORR-           5.55  (seconds)                    DEFLEC99
 PD1146  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 PD1146
 PD1146  HORZ ORDER  -  SECOND
 PD1146
 PD1146.The horizontal coordinates were established by classical geodetic methods
 PD1146.and adjusted by the National Geodetic Survey in March 1998..
 PD1146
 PD1146.The orthometric height was scaled from a topographic map.
 PD1146
 PD1146.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1146
 PD1146.The geoid height was determined by GEOID03.
 PD1146
 PD1146;                    North         East     Units Scale Factor Converg.
 PD1146;SPC ME E     -    95,799.831   352,994.776   MT  0.99993453   +0 28 03.2
 PD1146;UTM  19      - 4,931,068.227   592,709.509   MT  0.99970570   +0 49 05.6
 PD1146
 PD1146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD1146!SPC ME E     -   0.99999963  x   0.99993453  =   0.99993416
 PD1146!UTM  19      -   0.99999963  x   0.99970570  =   0.99970533
 PD1146
 PD1146:                Primary Azimuth Mark                     Grid Az
 PD1146:SPC ME E     -  NORTON ISLAND BEACON                     122 10 19.3
 PD1146:UTM  19      -  NORTON ISLAND BEACON                     121 49 16.9
 PD1146
 PD1146|---------------------------------------------------------------------|
 PD1146| PID    Reference Object                     Distance      Geod. Az  |
 PD1146|                                                           dddmmss.s |
 PD1146| PD1066 NORTON ISLAND BEACON                APPROX. 7.3 KM 1223822.5 |
 PD1146| PD1154 LOG RESET                           APPROX. 3.5 KM 1433652.5 |
 PD1146| CE7949 FOSTER RM 2                          12.530 METERS 16942     |
 PD1146| PD1061 TRAFTON HALFTIDE LEDGE BEACON       APPROX. 3.1 KM 1825621.8 |
 PD1146| PD1087 PETIT MANAN POINT WATCH TOWER       APPROX.11.4 KM 2051553.0 |
 PD1146| PD1165 MILLBRIDGE METH CHURCH 2            APPROX. 3.9 KM 2763750.3 |
 PD1146| PD1164 MILLBRIDGE CHURCH 1 CONG            APPROX. 4.2 KM 2884259.1 |
 PD1146| CE7948 FOSTER RM 1                          11.385 METERS 29454     |
 PD1146|---------------------------------------------------------------------|
 PD1146
 PD1146                          SUPERSEDED SURVEY CONTROL
 PD1146
 PD1146  NAD 83(1992)-  44 31 37.13137(N)    067 49 59.78271(W) AD(       ) 2
 PD1146  NAD 83(1986)-  44 31 37.12801(N)    067 49 59.78611(W) AD(       ) 2
 PD1146  NAD 27      -  44 31 36.84300(N)    067 50 01.78200(W) AD(       ) 2
 PD1146
 PD1146.Superseded values are not recommended for survey control.
 PD1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1146.See file dsdata.txt to determine how the superseded data were derived.
 PD1146
 PD1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK9271031068(NAD 83)
 PD1146
 PD1146  HISTORY     - Date     Condition        Report By
 PD1146  HISTORY     - 1934     MONUMENTED       CGS
 PD1146  HISTORY     - 1913     SEE DESCRIPTION  CGS
 PD1146  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PD1146  HISTORY     - 1945     SEE DESCRIPTION  CGS
 PD1146
 PD1146                          STATION DESCRIPTION
 PD1146
 PD1146'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 PD1146'ON THE SUMMIT OF A HILL IN THE CENTER OF THE W SIDE OF FOSTER
 PD1146'ISLAND, WHICH LIES ON THE E SIDE OF NARRAGUAGUS BAY OPPOSITE THE
 PD1146'MOUTH OF NARRAGUAGUS RIVER.  THE SUMMIT IS A BARE ROCKY LEDGE
 PD1146'WITH FEW TREES WITHIN 50 FEET, BUT THE SIDES OF THE HILL ARE
 PD1146'DENSELY WOODED AND CONSIDERABLE CUTTING WOULD BE REQUIRED TO OPEN
 PD1146'LINES IN ANY DIRECTION EXCEPT THE SW.  THE STATION IS MARKED BY
 PD1146'A DRILL HOLE SURROUNDED BY A TRIANGLE CUT IN THE ROCK AND
 PD1146'COVERED BY A CAIRN.
 PD1146
 PD1146                          STATION RECOVERY (1934)
 PD1146
 PD1146'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PD1146'STATION RECOVERED AS DESCRIBED ON THE SUMMIT OF THE HIGHEST POINT
 PD1146'OF FOSTER ISLAND IN A LEDGE WHICH IS MOSTLY COVERED WITH
 PD1146'MOSS.  THERE IS A BLUFF ABOUT 5 METERS HIGH ABOUT 5 METERS W OF
 PD1146'THE STATION.  FOSTER ISLAND IS ABOUT 2 MILES E OF MILLBRIDGE
 PD1146'BETWEEN NARRAGUAGUS AND HARRINGTON BAYS.
 PD1146'
 PD1146'STATION WAS RE-MARKED AND 2 REFERENCE MARKS ESTABLISHED.  ALL
 PD1146'MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL HOLES IN
 PD1146'OUTCROPPING BEDROCK.
 PD1146'
 PD1146'REFERENCE MARK NO. 1 IS ON THE NW SIDE OF THE HIGHEST KNOLL ABOUT
 PD1146'2 METERS LOWER THAN THE SUMMIT.
 PD1146'
 PD1146'REFERENCE MARK NO. 2 IS ON THE S SIDE OF THE SAME KNOLL ABOUT 1
 PD1146'METER LOWER THAN THE SUMMIT.
 PD1146'
 PD1146'IT IS MOST EASILY REACHED FROM NARRAGUAGUS BAY BY LANDING IN
 PD1146'A SMALL COVE ON THE CENTER OF THE ISLAND.
 PD1146'
 PD1146'A 40-FOOT TOWER WAS ERECTED OVER THE STATION.
 PD1146
 PD1146                          STATION RECOVERY (1945)
 PD1146
 PD1146'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (FLP)
 PD1146'STATION AND REFERENCE MARKS RECOVERED IN GOOD
 PD1146'CONDITION.  DESCRIPTION IS ADEQUATE.  DISTANCES TO REFERENCE
 PD1146'MARKS WERE MEASURED AND CHECKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1724 ***********************************************************************
 PE1724  DESIGNATION -  FOUNDATION
 PE1724  PID         -  PE1724
 PE1724  STATE/COUNTY-  ME/HANCOCK
 PE1724  USGS QUAD   -  HANCOCK (1981)
 PE1724
 PE1724                         *CURRENT SURVEY CONTROL
 PE1724  ___________________________________________________________________
 PE1724* NAD 83(1996)-  44 32 39.10056(N)    068 16 53.26652(W)     ADJUSTED  
 PE1724* NAVD 88     -        27.     (meters)      89.     (feet)  SCALED    
 PE1724  ___________________________________________________________________
 PE1724  LAPLACE CORR-           3.71  (seconds)                    DEFLEC99
 PE1724  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 PE1724
 PE1724  HORZ ORDER  -  THIRD
 PE1724
 PE1724.The horizontal coordinates were established by classical geodetic methods
 PE1724.and adjusted by the National Geodetic Survey in March 1998..
 PE1724
 PE1724.The orthometric height was scaled from a topographic map.
 PE1724
 PE1724.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1724
 PE1724.The geoid height was determined by GEOID03.
 PE1724
 PE1724;                    North         East     Units Scale Factor Converg.
 PE1724;SPC ME E     -    97,519.383   317,365.288   MT  0.99990371   +0 09 11.9
 PE1724;UTM  19      - 4,932,569.292   557,078.940   MT  0.99964006   +0 30 14.5
 PE1724
 PE1724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1724!SPC ME E     -   0.99999961  x   0.99990371  =   0.99990332
 PE1724!UTM  19      -   0.99999961  x   0.99964006  =   0.99963967
 PE1724
 PE1724:                Primary Azimuth Mark                     Grid Az
 PE1724:SPC ME E     -  BRAGDON 1865                             009 58 38.1
 PE1724:UTM  19      -  BRAGDON 1865                             009 37 35.5
 PE1724
 PE1724|---------------------------------------------------------------------|
 PE1724| PID    Reference Object                     Distance      Geod. Az  |
 PE1724|                                                           dddmmss.s |
 PE1724| PE1726 BRAGDON 1865                        APPROX. 6.9 KM 0100750.0 |
 PE1724| PE1725 BUTLERS POINT BARN SW GABLE         APPROX. 2.2 KM 0224326.4 |
 PE1724| PE1720 FRANKLIN SPIRE                      APPROX. 6.1 KM 0374448.9 |
 PE1724| PE1717 DYER HANCOCK COUNTY                 APPROX. 5.1 KM 0390357.0 |
 PE1724| PE1729 HANCOCK UNION CHURCH SPIRE          APPROX. 2.3 KM 1304809.2 |
 PE1724|---------------------------------------------------------------------|
 PE1724
 PE1724                          SUPERSEDED SURVEY CONTROL
 PE1724
 PE1724  NAD 83(1992)-  44 32 39.09388(N)    068 16 53.26855(W) AD(       ) 3
 PE1724  NAD 83(1986)-  44 32 39.09234(N)    068 16 53.27184(W) AD(       ) 3
 PE1724  NAD 27      -  44 32 38.81000(N)    068 16 55.21000(W) AD(       ) 3
 PE1724
 PE1724.Superseded values are not recommended for survey control.
 PE1724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1724.See file dsdata.txt to determine how the superseded data were derived.
 PE1724
 PE1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK5707932569(NAD 83)
 PE1724
 PE1724  HISTORY     - Date     Condition        Report By
 PE1724  HISTORY     - UNK      MONUMENTED
 PE1724  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE1724
 PE1724                          STATION DESCRIPTION
 PE1724
 PE1724'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1724'PLOTTED POSITION IS HEAVILY WOODED AND NO EVIDENCE OF STATION
 PE1724'COULD BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0321 ***********************************************************************
 OB0321  DESIGNATION -  FOUNDATION HILL 1863
 OB0321  PID         -  OB0321
 OB0321  STATE/COUNTY-  ME/KNOX
 OB0321  USGS QUAD   -  TENANTS HARBOR (1973)
 OB0321
 OB0321                         *CURRENT SURVEY CONTROL
 OB0321  ___________________________________________________________________
 OB0321* NAD 83(1996)-  43 59 41.44330(N)    069 13 53.50527(W)     ADJUSTED  
 OB0321* NAVD 88     -        18.     (meters)      59.     (feet)  SCALED    
 OB0321  ___________________________________________________________________
 OB0321  LAPLACE CORR-           2.43  (seconds)                    DEFLEC99
 OB0321  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 OB0321
 OB0321  HORZ ORDER  -  THIRD
 OB0321
 OB0321.The horizontal coordinates were established by classical geodetic methods
 OB0321.and adjusted by the National Geodetic Survey in March 1998..
 OB0321
 OB0321.The orthometric height was scaled from a topographic map.
 OB0321
 OB0321.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0321
 OB0321.The geoid height was determined by GEOID03.
 OB0321
 OB0321;                    North         East     Units Scale Factor Converg.
 OB0321;SPC ME E     -    36,720.109   241,327.554   MT  0.99994233   -0 30 29.3
 OB0321;SPC ME W     -   129,465.814   975,007.929   MT  1.00003584   +0 38 58.5
 OB0321;UTM  19      - 4,871,326.380   481,435.740   MT  0.99960424   -0 09 38.9
 OB0321
 OB0321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0321!SPC ME E     -   1.00000117  x   0.99994233  =   0.99994350
 OB0321!SPC ME W     -   1.00000117  x   1.00003584  =   1.00003701
 OB0321!UTM  19      -   1.00000117  x   0.99960424  =   0.99960541
 OB0321
 OB0321:                Primary Azimuth Mark                     Grid Az
 OB0321:SPC ME E     -  STONE POINT                              235 02 48.3
 OB0321:SPC ME W     -  STONE POINT                              233 53 20.5
 OB0321:UTM  19      -  STONE POINT                              234 41 57.9
 OB0321
 OB0321|---------------------------------------------------------------------|
 OB0321| PID    Reference Object                     Distance      Geod. Az  |
 OB0321|                                                           dddmmss.s |
 OB0321| OB0366 STONE POINT                         APPROX. 4.3 KM 2343219.0 |
 OB0321| OB0362 STONES J HOUSE CHIMNEY              APPROX. 4.6 KM 2352453.3 |
 OB0321| OB0369 NARROWS                             APPROX. 2.5 KM 2435808.3 |
 OB0321|---------------------------------------------------------------------|
 OB0321
 OB0321                          SUPERSEDED SURVEY CONTROL
 OB0321
 OB0321  NAD 83(1992)-  43 59 41.44735(N)    069 13 53.48674(W) AD(       ) 3
 OB0321  NAD 83(1986)-  43 59 41.45165(N)    069 13 53.49351(W) AD(       ) 3
 OB0321  NAD 27      -  43 59 41.16000(N)    069 13 55.32000(W) AD(       ) 3
 OB0321
 OB0321.Superseded values are not recommended for survey control.
 OB0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0321.See file dsdata.txt to determine how the superseded data were derived.
 OB0321
 OB0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ8143671326(NAD 83)
 OB0321
 OB0321  HISTORY     - Date     Condition        Report By
 OB0321  HISTORY     - 1863     MONUMENTED       CGS
 OB0321  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0321  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OB0321
 OB0321                          STATION DESCRIPTION
 OB0321
 OB0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1863 (CF)
 OB0321'ON THE HILL ON THE E SIDE OF ST. GEORGE RIVER ABOUT 1/4 MILE
 OB0321'BELOW WATTS POINT OPPOSITE BAILEYS POINT.  THE STATION IS WITHIN
 OB0321'THE ANGLE OF THE FOUNDATION OF A SMALL HOUSE, 6 FEET DISTANT FROM
 OB0321'EACH SIDE, AND IS 120 METERS FROM THE RIVER SHORE.  THE STATION IS
 OB0321'MARKED WITH A CROSS CUT IN THE ROCK.
 OB0321
 OB0321                          STATION RECOVERY (1934)
 OB0321
 OB0321'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0321'LOST.  STATION COULD NOT BE RECOVERED AFTER EXTENSIVE SEARCH.
 OB0321
 OB0321                          STATION RECOVERY (1943)
 OB0321
 OB0321'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 OB0321'LISTED AS LOST IN 1934.  A SEARCH WAS MADE IN THIS VICINITY AND
 OB0321'THE OLD CELLAR HOLE OF THE FOUNDATION WAS FOUND.  HOWEVER, NO TRACE
 OB0321'OF THE MARK WAS FOUND.  PLANE-TABLE AND AIR COMPILATION METHODS
 OB0321'MIGHT LOCATE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0454 ***********************************************************************
 OB0454  DESIGNATION -  FOWLE
 OB0454  PID         -  OB0454
 OB0454  STATE/COUNTY-  ME/LINCOLN
 OB0454  USGS QUAD   -  WESTPORT (1970)
 OB0454
 OB0454                         *CURRENT SURVEY CONTROL
 OB0454  ___________________________________________________________________
 OB0454* NAD 83(1996)-  43 55 24.29617(N)    069 40 52.07414(W)     ADJUSTED  
 OB0454* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 OB0454  ___________________________________________________________________
 OB0454  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 OB0454  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 OB0454
 OB0454  HORZ ORDER  -  THIRD
 OB0454
 OB0454.The horizontal coordinates were established by classical geodetic methods
 OB0454.and adjusted by the National Geodetic Survey in March 1998..
 OB0454
 OB0454.The orthometric height was scaled from a topographic map.
 OB0454
 OB0454.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0454
 OB0454.The geoid height was determined by GEOID03.
 OB0454
 OB0454;                    North         East     Units Scale Factor Converg.
 OB0454;SPC ME W     -   121,218.835   938,991.687   MT  0.99998536   +0 20 12.5
 OB0454;UTM  19      - 4,863,592.304   445,320.626   MT  0.99963677   -0 28 21.0
 OB0454
 OB0454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0454!SPC ME W     -   1.00000374  x   0.99998536  =   0.99998910
 OB0454!UTM  19      -   1.00000374  x   0.99963677  =   0.99964051
 OB0454
 OB0454|---------------------------------------------------------------------|
 OB0454| PID    Reference Object                     Distance      Geod. Az  |
 OB0454|                                                           dddmmss.s |
 OB0454| CE8156 FOWLE RM 2                           11.095 METERS 07413     |
 OB0454| OB0456 BINFR                               APPROX. 1.4 KM 1693551.3 |
 OB0454| CE8155 FOWLE RM 1                            7.032 METERS 29503     |
 OB0454|---------------------------------------------------------------------|
 OB0454
 OB0454                          SUPERSEDED SURVEY CONTROL
 OB0454
 OB0454  NAD 83(1992)-  43 55 24.29633(N)    069 40 52.07059(W) AD(       ) 3
 OB0454  NAD 83(1986)-  43 55 24.30153(N)    069 40 52.07614(W) AD(       ) 3
 OB0454  NAD 27      -  43 55 24.00600(N)    069 40 53.90300(W) AD(       ) 3
 OB0454
 OB0454.Superseded values are not recommended for survey control.
 OB0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0454.See file dsdata.txt to determine how the superseded data were derived.
 OB0454
 OB0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ4532163592(NAD 83)
 OB0454_MARKER: Z = SEE DESCRIPTION
 OB0454_SETTING: 0 = UNSPECIFIED SETTING
 OB0454
 OB0454  HISTORY     - Date     Condition        Report By
 OB0454  HISTORY     - 1950     MONUMENTED       CGS
 OB0454
 OB0454                          STATION DESCRIPTION
 OB0454
 OB0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WFM)
 OB0454'STATION IS ON THE E SIDE OF WESTPORT ISLAND, ON THE MOST S TIP
 OB0454'OF FOWLE POINT, AT THE HIGH-WATER LINE.
 OB0454'
 OB0454'STATION AND REFERENCE MARKS ARE BRONZE DISKS CEMENTED IN DRILL
 OB0454'HOLES IN ROCK LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0829 ***********************************************************************
 QF0829  DESIGNATION -  FOWLER
 QF0829  PID         -  QF0829
 QF0829  STATE/COUNTY-  ME/WASHINGTON
 QF0829  USGS QUAD   -  CALAIS (1977)
 QF0829
 QF0829                         *CURRENT SURVEY CONTROL
 QF0829  ___________________________________________________________________
 QF0829* NAD 83(1996)-  45 10 41.88200(N)    067 17 29.28637(W)     ADJUSTED  
 QF0829* NAVD 88     -        18.     (meters)      59.     (feet)  SCALED    
 QF0829  ___________________________________________________________________
 QF0829  LAPLACE CORR-           4.11  (seconds)                    DEFLEC99
 QF0829  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 QF0829
 QF0829  HORZ ORDER  -  THIRD
 QF0829
 QF0829.The horizontal coordinates were established by classical geodetic methods
 QF0829.and adjusted by the National Geodetic Survey in March 1998..
 QF0829
 QF0829.The orthometric height was scaled from a topographic map.
 QF0829
 QF0829.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0829
 QF0829.The geoid height was determined by GEOID03.
 QF0829
 QF0829;                    North         East     Units Scale Factor Converg.
 QF0829;SPC ME E     -   168,667.296   394,983.356   MT  1.00001090   +0 51 26.2
 QF0829;UTM  19      - 5,004,177.515   634,240.032   MT  0.99982158   +1 12 43.4
 QF0829
 QF0829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0829!SPC ME E     -   1.00000086  x   1.00001090  =   1.00001176
 QF0829!UTM  19      -   1.00000086  x   0.99982158  =   0.99982244
 QF0829
 QF0829:                Primary Azimuth Mark                     Grid Az
 QF0829:SPC ME E     -  SOUTH UNION IBC                          004 16 13.8
 QF0829:UTM  19      -  SOUTH UNION IBC                          003 54 56.6
 QF0829
 QF0829|---------------------------------------------------------------------|
 QF0829| PID    Reference Object                     Distance      Geod. Az  |
 QF0829|                                                           dddmmss.s |
 QF0829| QF0788 SOUTH UNION IBC                     APPROX. 0.6 KM 0050740.0 |
 QF0829| QF0786 SLOUGH                              432.732 METERS 0190142.5 |
 QF0829| CE8859 FOWLER RM 2                           4.855 METERS 06958     |
 QF0829| QF0828 FOWLER ECC IBC                        5.194 METERS 16233     |
 QF0829| QF0791 REFERENCE MON 219=POHOUSE           337.556 METERS 17803     |
 QF0829| QF0804 MILLTOWN COT MIL LIGHT ROD IBC      398.039 METERS 19529     |
 QF0829| QF0817 MILLTOWN CONG CH SPIRE IBC          APPROX. 0.7 KM 2145434.5 |
 QF0829| QF0832 BARTON 2 IBC                        341.516 METERS 23738     |
 QF0829| CE8858 FOWLER RM 1                           7.582 METERS 33804     |
 QF0829| QF0801 BYRE IBC                            254.962 METERS 34114     |
 QF0829| QF0795 VERTICAL IRON ROD IBC               APPROX. 0.5 KM 3562847.0 |
 QF0829| QF0794 UNION IBC                           445.215 METERS 3571835.7 |
 QF0829|---------------------------------------------------------------------|
 QF0829
 QF0829                          SUPERSEDED SURVEY CONTROL
 QF0829
 QF0829  NAD 83(1992)-  45 10 41.87679(N)    067 17 29.28431(W) AD(       ) 3
 QF0829  NAD 83(1986)-  45 10 41.87967(N)    067 17 29.28909(W) AD(       ) 3
 QF0829  NAD 27      -  45 10 41.61000(N)    067 17 31.32600(W) AD(       ) 3
 QF0829
 QF0829.Superseded values are not recommended for survey control.
 QF0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0829.See file dsdata.txt to determine how the superseded data were derived.
 QF0829
 QF0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL3424004178(NAD 83)
 QF0829_MARKER: DH = HORIZONTAL CONTROL DISK
 QF0829_SETTING: 80 = SET IN A BOULDER
 QF0829_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF0829
 QF0829  HISTORY     - Date     Condition        Report By
 QF0829  HISTORY     - 1909     MONUMENTED       IBC
 QF0829  HISTORY     - 1955     POOR             IBC
 QF0829
 QF0829                          STATION DESCRIPTION
 QF0829
 QF0829'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JEM)
 QF0829'ON THE E SIDE OF THE ST CROIX RIVER, ABOUT 3/8 MILE S OF THE UNION
 QF0829'MILLS BRIDGE.  THE STATION IS 5.5 METERS N OF THE CENTER LINE OF
 QF0829'WALNUT STREET PRODUCED AND ABOUT 80 METERS FROM THE RIVER.
 QF0829'
 QF0829'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE IN A BOULDER
 QF0829'PROJECTING ABOUT 0.2 METER OUT OF THE GROUND.  THE LETTERS
 QF0829'---U.S.R.M.---ARE CUT IN THE BOULDER.  A CROSS WITHIN A TRIANGLE IS
 QF0829'CUT IN THE TOP OF AN EXPOSED BOULDER N 21 56 W, 7.58 METERS
 QF0829'FROM THE STATION, AND A LIKE MARK IS CUT IN AN EXPOSED BOULDER N 69
 QF0829'58 E, 4.86 METERS FROM THE STATION.
 QF0829
 QF0829                          STATION RECOVERY (1955)
 QF0829
 QF0829'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF0829'SHAFT ONLY OF DISK LEFT AND ROCK WAS LOOSE.  THE NORTHWEST REFERENCE
 QF0829'IS IN GOOD SHAPE AND CAN BE USED IN PLACE OF THE STATION WHERE
 QF0829'ACCURATE WORK IS REQUIRED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0626 ***********************************************************************
 PD0626  DESIGNATION -  FOX
 PD0626  PID         -  PD0626
 PD0626  STATE/COUNTY-  ME/WASHINGTON
 PD0626  USGS QUAD   -  WEST LUBEC (1975)
 PD0626
 PD0626                         *CURRENT SURVEY CONTROL
 PD0626  ___________________________________________________________________
 PD0626* NAD 83(1996)-  44 52 30.00090(N)    067 06 31.72810(W)     ADJUSTED  
 PD0626* NAVD 88     -         3.0    (meters)      10.     (feet)  VERTCON   
 PD0626  ___________________________________________________________________
 PD0626  LAPLACE CORR-           4.35  (seconds)                    DEFLEC99
 PD0626  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 PD0626
 PD0626  HORZ ORDER  -  THIRD
 PD0626
 PD0626.The horizontal coordinates were established by classical geodetic methods
 PD0626.and adjusted by the National Geodetic Survey in March 1998..
 PD0626
 PD0626.The NAVD 88 height was computed by applying the VERTCON shift value to
 PD0626.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PD0626
 PD0626.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0626
 PD0626.The geoid height was determined by GEOID03.
 PD0626
 PD0626;                    North         East     Units Scale Factor Converg.
 PD0626;SPC ME E     -   135,195.249   409,917.976   MT  1.00004852   +0 58 54.0
 PD0626;UTM  19      - 4,970,804.405   649,378.332   MT  0.99987439   +1 20 04.5
 PD0626
 PD0626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0626!SPC ME E     -   1.00000306  x   1.00004852  =   1.00005158
 PD0626!UTM  19      -   1.00000306  x   0.99987439  =   0.99987745
 PD0626
 PD0626                          SUPERSEDED SURVEY CONTROL
 PD0626
 PD0626  NAD 83(1992)-  44 52 29.99106(N)    067 06 31.72877(W) AD(       ) 3
 PD0626  NAD 83(1986)-  44 52 29.99082(N)    067 06 31.72934(W) AD(       ) 3
 PD0626  NGVD 29 (09/20/87)    3.2    (m)           10.     (f) VERT ANG       
 PD0626
 PD0626.Superseded values are not recommended for survey control.
 PD0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0626.See file dsdata.txt to determine how the superseded data were derived.
 PD0626
 PD0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK4937870804(NAD 83)
 PD0626_MARKER: DD = SURVEY DISK
 PD0626_SETTING: 66 = SET IN ROCK OUTCROP
 PD0626_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 PD0626_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0626_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0626+STABILITY: POSITION/ELEVATION WELL
 PD0626
 PD0626  HISTORY     - Date     Condition        Report By
 PD0626  HISTORY     - 1985     MONUMENTED       NOS
 PD0626
 PD0626                          STATION DESCRIPTION
 PD0626
 PD0626'DESCRIBED BY NATIONAL OCEAN SERVICE 1985 (WVH)
 PD0626'THE STATION IS LOCATED ON A SMALL ISLAND WEST OF HUCKINS ISLAND,
 PD0626'NORTH OF COFFINS PT. AT THE MOUTH OF NUTTER COVE AND 2.5 FT ABOVE
 PD0626'HIGH WATER.
 PD0626'
 PD0626'THE STATION WAS REACHED BY BOAT.
 PD0626'
 PD0626'THE STATION IS A NOS BRASS DISK STAMPED---FOX 1985---, SET IN
 PD0626'CONCRETE IN A DRILL HOLE IN BED ROCK.
 PD0626'IT IS LOCATED, 4.87 METERS (16.0 FT) EAST FROM WEST ROCK POINT,
 PD0626'2.74 METERS (9.0 FT) WEST FROM SPRUCE WITH WITNESS SIGN.
 PD0626'
 PD0626'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 PD0626'DESCRIBED BY M.W.J.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2422 ***********************************************************************
 PE2422  DESIGNATION -  FOX MEDOT 1974
 PE2422  PID         -  PE2422
 PE2422  STATE/COUNTY-  ME/KENNEBEC
 PE2422  USGS QUAD   -  EAST PITTSTON (1970)
 PE2422
 PE2422                         *CURRENT SURVEY CONTROL
 PE2422  ___________________________________________________________________
 PE2422* NAD 83(1996)-  44 08 42.74838(N)    069 44 34.16073(W)     ADJUSTED  
 PE2422* NAVD 88     -        73.7    (meters)     242.     (feet)  VERTCON   
 PE2422  ___________________________________________________________________
 PE2422  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 PE2422  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 PE2422
 PE2422  HORZ ORDER  -  SECOND
 PE2422
 PE2422.The horizontal coordinates were established by classical geodetic methods
 PE2422.and adjusted by the National Geodetic Survey in March 1998..
 PE2422
 PE2422.The NAVD 88 height was computed by applying the VERTCON shift value to
 PE2422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PE2422
 PE2422.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2422
 PE2422.The geoid height was determined by GEOID03.
 PE2422
 PE2422;                    North         East     Units Scale Factor Converg.
 PE2422;SPC ME W     -   145,834.750   933,910.793   MT  0.99998080   +0 17 42.7
 PE2422;UTM  19      - 4,888,269.198   440,590.261   MT  0.99964341   -0 31 02.6
 PE2422
 PE2422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2422!SPC ME W     -   0.99999249  x   0.99998080  =   0.99997330
 PE2422!UTM  19      -   0.99999249  x   0.99964341  =   0.99963591
 PE2422
 PE2422|---------------------------------------------------------------------|
 PE2422| PID    Reference Object                     Distance      Geod. Az  |
 PE2422|                                                           dddmmss.s |
 PE2422| PE2421 MESERVE RESET                       163.051 METERS 07130     |
 PE2422| PE2463 PERKINS RESET                       APPROX.14.7 KM 3431253.0 |
 PE2422| PE2423 BERDEN MEDOT 1974                   161.241 METERS 35123     |
 PE2422|---------------------------------------------------------------------|
 PE2422
 PE2422                          SUPERSEDED SURVEY CONTROL
 PE2422
 PE2422  NAD 83(1992)-  44 08 42.74703(N)    069 44 34.15977(W) AD(       ) 2
 PE2422  NAD 83(1986)-  44 08 42.75240(N)    069 44 34.16449(W) AD(       ) 2
 PE2422  NAD 27      -  44 08 42.51708(N)    069 44 36.00422(W) AD(       ) 2
 PE2422  NGVD 29 (07/19/86)   73.9    (m)          242.     (f) VERT ANG       
 PE2422
 PE2422.Superseded values are not recommended for survey control.
 PE2422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2422.See file dsdata.txt to determine how the superseded data were derived.
 PE2422
 PE2422_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ4059088269(NAD 83)
 PE2422_MARKER: DD = SURVEY DISK
 PE2422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE2422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE2422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE2422+STABILITY: SURFACE MOTION
 PE2422
 PE2422  HISTORY     - Date     Condition        Report By
 PE2422  HISTORY     - 1974     MONUMENTED       MEDT
 PE2422
 PE2422                          STATION DESCRIPTION
 PE2422
 PE2422'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974 (RCA)
 PE2422'THE STATION IS LOCATED IN THE TOWN OF PITTSTON ON THE EAST SIDE
 PE2422'OF STATE ROUTE 27 0.6 MILE NORTH OF THE PITTSTON/DRESDEN TOWN
 PE2422'LINE, 4.9 MILES NORTHEAST OF THE TOWN OF RICHMOND, 4.9 MILES
 PE2422'EAST-SOUTHEAST OF LIBBY HILL, 6.0 MILES SOUTH-SOUTHEAST OF THE
 PE2422'CITY OF GARDINER AND ON PROPERTY OWNED BY THE STATE OF MAINE.
 PE2422'
 PE2422'TO REACH FROM THE POST OFFICE IN DRESDEN, GO NORTH ON STATE
 PE2422'ROUTE 27 2.2 MILES TO THE DRESDEN/PITTSTON TOWN LINE.  CONTINUE
 PE2422'NORTHERLY 0.6 MILES TO THE STATION ON THE RIGHT.
 PE2422'
 PE2422'THE STATION MARK IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 PE2422'DISK, STAMPED FOX 1974, AND SET FLUSH WITH THE GROUND IN A
 PE2422'12-INCH CYLINDRICAL CONCRETE POST.  IT IS 5.0 FEET WEST-SOUTHWEST
 PE2422'OF A 10-INCH POPLAR TREE WITH A METAL WITNESS SIGN, 6.4 FEET
 PE2422'NORTHEAST OF AN 8-INCH CONCRETE POST, 45.0 FEET NORTHEAST OF A
 PE2422'POWER POLE NUMBER 034/240 AND 46.8 FEET EAST OF THE CENTERLINE
 PE2422'OF STATE ROUTE 27.
 PE2422'
 PE2422'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2093 ***********************************************************************
 PE2093  DESIGNATION -  FOX ROCKS RESET
 PE2093  PID         -  PE2093
 PE2093  STATE/COUNTY-  ME/KNOX
 PE2093  USGS QUAD   -  LEADBETTER ISLAND (1982)
 PE2093
 PE2093                         *CURRENT SURVEY CONTROL
 PE2093  ___________________________________________________________________
 PE2093* NAD 83(1996)-  44 06 27.95791(N)    068 52 41.44566(W)     ADJUSTED  
 PE2093* NAVD 88     -        66.     (meters)     217.     (feet)  SCALED    
 PE2093  ___________________________________________________________________
 PE2093  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 PE2093  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 PE2093
 PE2093  HORZ ORDER  -  SECOND
 PE2093
 PE2093.The horizontal coordinates were established by classical geodetic methods
 PE2093.and adjusted by the National Geodetic Survey in March 1998..
 PE2093
 PE2093.The orthometric height was scaled from a topographic map.
 PE2093
 PE2093.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2093
 PE2093.The geoid height was determined by GEOID03.
 PE2093
 PE2093;                    North         East     Units Scale Factor Converg.
 PE2093;SPC ME E     -    49,075.214   269,725.651   MT  0.99991127   -0 15 47.6
 PE2093;UTM  19      - 4,883,849.509   509,749.167   MT  0.99960117   +0 05 05.2
 PE2093
 PE2093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2093!SPC ME E     -   0.99999359  x   0.99991127  =   0.99990486
 PE2093!UTM  19      -   0.99999359  x   0.99960117  =   0.99959476
 PE2093
 PE2093|---------------------------------------------------------------------|
 PE2093| PID    Reference Object                     Distance      Geod. Az  |
 PE2093|                                                           dddmmss.s |
 PE2093| CE7950 FOX ROCKS RM 1                        4.495 METERS 00024     |
 PE2093| PE2095 NORTH HAVEN CATHOLIC CH SPIRE       APPROX. 2.3 KM 0051435.2 |
 PE2093| PE2057 NORTH HAVEN EPIS CH SPIRE           APPROX. 2.4 KM 0075716.5 |
 PE2093| PE2058 NORTH HAVEN WATER TOWER             APPROX. 2.9 KM 0081937.2 |
 PE2093| CE7951 FOX ROCKS RM 2                        3.658 METERS 08650     |
 PE2093| PE2090 FIDDLERS LEDGE STONE BEACON         APPROX. 5.0 KM 2620553.0 |
 PE2093| PE2104 NORTH HAVEN BAPTIST CH SPIRE        APPROX. 4.7 KM 3575157.7 |
 PE2093|---------------------------------------------------------------------|
 PE2093
 PE2093                          SUPERSEDED SURVEY CONTROL
 PE2093
 PE2093  NAD 83(1992)-  44 06 27.96413(N)    068 52 41.42519(W) AD(       ) 2
 PE2093  NAD 83(1986)-  44 06 27.96742(N)    068 52 41.42810(W) AD(       ) 2
 PE2093  NAD 27      -  44 06 27.67300(N)    068 52 43.32300(W) AD(       ) 2
 PE2093
 PE2093.Superseded values are not recommended for survey control.
 PE2093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2093.See file dsdata.txt to determine how the superseded data were derived.
 PE2093
 PE2093_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ0974983850(NAD 83)
 PE2093
 PE2093  HISTORY     - Date     Condition        Report By
 PE2093  HISTORY     - 1934     MONUMENTED       CGS
 PE2093  HISTORY     - 1911     SEE DESCRIPTION  CGS
 PE2093  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2093  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2093
 PE2093                          STATION DESCRIPTION
 PE2093
 PE2093'DESCRIBED BY COAST AND GEODETIC SURVEY 1911
 PE2093'ON THE SUMMIT OF A HILL IN THE NORTHWESTERN PART OF VINAL HAVEN
 PE2093'ISLAND, ABOUT 1 MILE S OF FOX ISLAND THOROUGHFARE, AND 3/8 MILE
 PE2093'S OF PERRY COVE.
 PE2093'
 PE2093'THE STATION IS ON A PRECIPITOUS ROCK WHICH IS ABOUT 100 FEET
 PE2093'IN DIAMETER AND AVERAGES ABOUT 25 FEET IN HEIGHT ABOVE THE
 PE2093'SURROUNDING WOODS.  THE STATION IS SURROUNDED BY A 13-INCH
 PE2093'TRIANGLE, AND ABOUT THIS ARE 4 DRILL HOLES FORMING A SQUARE, THE
 PE2093'INTERSECTION OF THE DIAGONALS OF WHICH MARK THE CENTER.
 PE2093'
 PE2093'TWO REFERENCE MARKS, 3/4-INCH DRILL HOLES FILLED WITH LEAD, ARE
 PE2093'PLACED, RESPECTIVELY, 10.40 AND 3.87 METERS FROM THE STATION IN
 PE2093'NE AND W DIRECTIONS.
 PE2093
 PE2093                          STATION RECOVERY (1934)
 PE2093
 PE2093'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2093'STATION WAS RECOVERED AS DESCRIBED.
 PE2093'
 PE2093'A NEW STATION MARK, A STANDARD BRONZE DISK WEDGED IN A DRILL
 PE2093'HOLE IN OUTCROPPING BEDROCK, WAS SET.
 PE2093'
 PE2093'ALSO TWO NEW REFERENCE MARKS, STANDARD BRONZE DISKS WEDGED IN
 PE2093'DRILL HOLES IN OUTCROPPING BEDROCK, WERE SET.
 PE2093'
 PE2093'TO REACH STATION FROM FOX ISLAND THOROUGHFARE, ANCHOR LAUNCH
 PE2093'IN PERRY COVE ABOUT 100 YARDS E OF CABLE CROSSING.  LAND ROWBOAT
 PE2093'AT AN OLD LANDING DOCK ON S SHORE OF COVE ABOUT 200 YARDS W OF
 PE2093'CABLE, THEN FOLLOW OLD WOODS ROAD S ABOUT 1/2 MILE TO AN
 PE2093'OUT-CROPPING BLUFF ON THE NE SIDE OF THE ROAD AND 100 FEET FROM
 PE2093'THE HIGHEST POINT ON ROAD.  FROM HERE FOLLOW OLD TRAIL NE
 PE2093'ABOUT 1/8 MILE TO TOP OF HIGHEST ROCK LEDGE, WHICH IS THE
 PE2093'LOCATION OF THE STATION.
 PE2093'
 PE2093'A 16-FOOT STANDARD SIGNAL WAS ERECTED WITH INSTRUMENTS 5 METERS
 PE2093'ABOVE GROUND.
 PE2093
 PE2093                          STATION RECOVERY (1943)
 PE2093
 PE2093'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2093'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED WITH THE
 PE2093'FOLLOWING DISCREPANCY--
 PE2093'
 PE2093'R.M. 1 IS 4.515 METERS FROM THE STATION INSTEAD OF 4.495 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1144 ***********************************************************************
 OC1144  DESIGNATION -  FR 3
 OC1144  PID         -  OC1144
 OC1144  STATE/COUNTY-  ME/CUMBERLAND
 OC1144  USGS QUAD   -  PORTLAND WEST (1978)
 OC1144
 OC1144                         *CURRENT SURVEY CONTROL
 OC1144  ___________________________________________________________________
 OC1144* NAD 83(1986)-  43 38 35.     (N)    070 16 54.     (W)     SCALED    
 OC1144* NAVD 88     -        13.576  (meters)      44.54   (feet)  ADJUSTED  
 OC1144  ___________________________________________________________________
 OC1144  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 OC1144  DYNAMIC HT  -          13.575 (meters)      44.54  (feet)  COMP
 OC1144  MODELED GRAV-     980,500.1   (mgal)                       NAVD 88
 OC1144
 OC1144  VERT ORDER  -  SECOND    CLASS I
 OC1144
 OC1144.The horizontal coordinates were scaled from a topographic map and have
 OC1144.an estimated accuracy of +/- 6 seconds.
 OC1144
 OC1144.The orthometric height was determined by differential leveling
 OC1144.and adjusted by the National Geodetic Survey in June 1991..
 OC1144
 OC1144.The geoid height was determined by GEOID03.
 OC1144
 OC1144.The dynamic height is computed by dividing the NAVD 88
 OC1144.geopotential number by the normal gravity value computed on the
 OC1144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1144.degrees latitude (g = 980.6199 gals.).
 OC1144
 OC1144.The modeled gravity was interpolated from observed gravity values.
 OC1144
 OC1144;                    North         East    Units  Estimated Accuracy
 OC1144;SPC ME W     -    89,960.      890,720.      MT  (+/- 180 meters Scaled)
 OC1144
 OC1144                          SUPERSEDED SURVEY CONTROL
 OC1144
 OC1144  NGVD 29 (??/??/92)   13.793  (m)           45.25   (f) ADJ UNCH    2 1
 OC1144
 OC1144.Superseded values are not recommended for survey control.
 OC1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1144.See file dsdata.txt to determine how the superseded data were derived.
 OC1144
 OC1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ966330(NAD 83)
 OC1144_MARKER: DD = SURVEY DISK
 OC1144_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OC1144_SP_SET: SIDEWALK
 OC1144_STAMPING: FR-3 8-24-71
 OC1144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC1144
 OC1144  HISTORY     - Date     Condition        Report By
 OC1144  HISTORY     - 1971     MONUMENTED       MEDT
 OC1144  HISTORY     - 1975     GOOD             MEDT
 OC1144  HISTORY     - 19910730 GOOD             USPSQD
 OC1144
 OC1144                          STATION DESCRIPTION
 OC1144
 OC1144'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 OC1144'IN PORTLAND.
 OC1144'IN PORTLAND, ON U. S. HIGHWAY NO. 1 AT THE NORTHEAST END OF VETERANS
 OC1144'MEMORIAL BRIDGE OVER FORE RIVER.  A MAIN STATE HIGHWAY COMMISSION AND
 OC1144'JAMES W. SEWALL COMPANY BRASS DISK SET FLUSH IN THE CONCRETE SIDEWALK
 OC1144'ON THE UPSTREAM SIDE OF THE BRIDGE OVER THE NORTH END OF THE EAST
 OC1144'ABUTMENT, 47.0 FEET NORTH OF THE CENTERLINE OF THE TRAFFIC ISLAND
 OC1144'BETWEEN THE NORTHBOUND AND SOUTHBOUND LANES OF U.S. ROUTE NO. 1, 40.53
 OC1144'FEET EAST OF POR-1, 3.27 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 OC1144'END GUARD RAIL POST AT NORTHEAST END OF THE BRIDGE, AND 1 FOOT SOUTH
 OC1144'OF NORTHEAST END OF 4-FOOT HIGH STEEL FENCE.
 OC1144
 OC1144                          STATION RECOVERY (1991)
 OC1144
 OC1144'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OC1144'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0399 ***********************************************************************
 OB0399  DESIGNATION -  FRANKLIN ISLAND LH
 OB0399  PID         -  OB0399
 OB0399  STATE/COUNTY-  ME/KNOX
 OB0399  USGS QUAD   -  LOUDS ISLAND (1979)
 OB0399
 OB0399                         *CURRENT SURVEY CONTROL
 OB0399  ___________________________________________________________________
 OB0399* NAD 83(1996)-  43 53 31.90453(N)    069 22 29.41819(W)     ADJUSTED  
 OB0399* NAVD 88     -                                                        
 OB0399  ___________________________________________________________________
 OB0399  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 OB0399  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 OB0399
 OB0399  HORZ ORDER  -  THIRD
 OB0399
 OB0399.The horizontal coordinates were established by classical geodetic methods
 OB0399.and adjusted by the National Geodetic Survey in March 1998..
 OB0399
 OB0399
 OB0399.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0399
 OB0399.The geoid height was determined by GEOID03.
 OB0399
 OB0399;                    North         East     Units Scale Factor Converg.
 OB0399;SPC ME E     -    25,427.604   229,712.538   MT  0.99996074   -0 36 23.6
 OB0399;SPC ME W     -   117,940.294   963,622.375   MT  1.00001643   +0 32 56.4
 OB0399;UTM  19      - 4,859,967.646   469,893.296   MT  0.99961115   -0 15 35.6
 OB0399
 OB0399                          SUPERSEDED SURVEY CONTROL
 OB0399
 OB0399  NAD 83(1992)-  43 53 31.90505(N)    069 22 29.40418(W) AD(       ) 4
 OB0399  NAD 83(1986)-  43 53 31.90993(N)    069 22 29.41068(W) AD(       ) 4
 OB0399  NAD 27      -  43 53 31.61200(N)    069 22 31.22300(W) AD(       ) 3
 OB0399
 OB0399.Superseded values are not recommended for survey control.
 OB0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0399.See file dsdata.txt to determine how the superseded data were derived.
 OB0399
 OB0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ6989359968(NAD 83)
 OB0399
 OB0399  HISTORY     - Date     Condition        Report By
 OB0399  HISTORY     - UNK      MONUMENTED
 OB0399  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0399  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OB0399  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OB0399  HISTORY     - 1989     GOOD             USE
 OB0399
 OB0399                          STATION DESCRIPTION
 OB0399
 OB0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0399'THIS STATION IS THE CENTER OF THE LIGHT ON FRANKLIN ISLAND,
 OB0399'LOCATED ON THE E SIDE OF THE ENTRANCE TO MUSCONGUS BAY.
 OB0399
 OB0399                          STATION RECOVERY (1943)
 OB0399
 OB0399'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 OB0399'STATION RECOVERED AS DESCRIBED.  THE STRUCTURE IS NOW PAINTED
 OB0399'WHITE WITH A BLACK TOP.
 OB0399
 OB0399                          STATION RECOVERY (1953)
 OB0399
 OB0399'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (PT)
 OB0399'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE PREVIOUS
 OB0399'DESCRIPTIONS ARE ADEQUATE.
 OB0399
 OB0399                          STATION RECOVERY (1989)
 OB0399
 OB0399'RECOVERY NOTE BY US ENGINEERS 1989 (AH)
 OB0399'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1736 ***********************************************************************
 PE1736  DESIGNATION -  FRANKLIN ROAD TANNERY TANK
 PE1736  PID         -  PE1736
 PE1736  STATE/COUNTY-  ME/HANCOCK
 PE1736  USGS QUAD   -  HANCOCK (1981)
 PE1736
 PE1736                         *CURRENT SURVEY CONTROL
 PE1736  ___________________________________________________________________
 PE1736* NAD 83(1996)-  44 32 29.27104(N)    068 19 18.91807(W)     ADJUSTED  
 PE1736* NAVD 88     -                                                        
 PE1736  ___________________________________________________________________
 PE1736  LAPLACE CORR-           4.38  (seconds)                    DEFLEC99
 PE1736  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 PE1736
 PE1736  HORZ ORDER  -  THIRD
 PE1736
 PE1736.The horizontal coordinates were established by classical geodetic methods
 PE1736.and adjusted by the National Geodetic Survey in March 1998..
 PE1736
 PE1736
 PE1736.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1736
 PE1736.The geoid height was determined by GEOID03.
 PE1736
 PE1736;                    North         East     Units Scale Factor Converg.
 PE1736;SPC ME E     -    97,208.196   314,151.034   MT  0.99990246   +0 07 29.7
 PE1736;UTM  19      - 4,932,238.522   553,867.504   MT  0.99963568   +0 28 32.3
 PE1736
 PE1736                          SUPERSEDED SURVEY CONTROL
 PE1736
 PE1736  NAD 83(1992)-  44 32 29.26424(N)    068 19 18.91777(W) AD(       ) 4
 PE1736  NAD 83(1986)-  44 32 29.26273(N)    068 19 18.92077(W) AD(       ) 4
 PE1736  NAD 27      -  44 32 28.98604(N)    068 19 20.85537(W) AD(       ) 3
 PE1736
 PE1736.Superseded values are not recommended for survey control.
 PE1736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1736.See file dsdata.txt to determine how the superseded data were derived.
 PE1736
 PE1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK5386832239(NAD 83)
 PE1736_MARKER: 51 = TANK
 PE1736
 PE1736  HISTORY     - Date     Condition        Report By
 PE1736  HISTORY     - 1970     FIRST OBSERVED   NGS
 PE1736
 PE1736                          STATION DESCRIPTION
 PE1736
 PE1736'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1720 ***********************************************************************
 PE1720  DESIGNATION -  FRANKLIN SPIRE
 PE1720  PID         -  PE1720
 PE1720  STATE/COUNTY-  ME/HANCOCK
 PE1720  USGS QUAD   -  SULLIVAN (1982)
 PE1720
 PE1720                         *CURRENT SURVEY CONTROL
 PE1720  ___________________________________________________________________
 PE1720* NAD 83(1996)-  44 35 16.55044(N)    068 14 02.64978(W)     ADJUSTED  
 PE1720* NAVD 88     -                                                        
 PE1720  ___________________________________________________________________
 PE1720  LAPLACE CORR-           4.28  (seconds)                    DEFLEC99
 PE1720  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 PE1720
 PE1720  HORZ ORDER  -  THIRD
 PE1720
 PE1720.The horizontal coordinates were established by classical geodetic methods
 PE1720.and adjusted by the National Geodetic Survey in March 1998..
 PE1720
 PE1720
 PE1720.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1720
 PE1720.The geoid height was determined by GEOID03.
 PE1720
 PE1720;                    North         East     Units Scale Factor Converg.
 PE1720;SPC ME E     -   102,390.164   321,115.423   MT  0.99990548   +0 11 12.1
 PE1720;UTM  19      - 4,937,461.665   560,798.202   MT  0.99964546   +0 32 15.7
 PE1720
 PE1720                          SUPERSEDED SURVEY CONTROL
 PE1720
 PE1720  NAD 83(1992)-  44 35 16.54342(N)    068 14 02.65362(W) AD(       ) 4
 PE1720  NAD 83(1986)-  44 35 16.54164(N)    068 14 02.65669(W) AD(       ) 4
 PE1720  NAD 27      -  44 35 16.26000(N)    068 14 04.62000(W) AD(       ) 3
 PE1720
 PE1720.Superseded values are not recommended for survey control.
 PE1720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1720.See file dsdata.txt to determine how the superseded data were derived.
 PE1720
 PE1720_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK6079837462(NAD 83)
 PE1720
 PE1720  HISTORY     - Date     Condition        Report By
 PE1720  HISTORY     - 1879     MONUMENTED       CGS
 PE1720  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE1720  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE1720
 PE1720                          STATION DESCRIPTION
 PE1720
 PE1720'DESCRIBED BY COAST AND GEODETIC SURVEY 1879 (HGO)
 PE1720'THE WHITE SPIRE OF THE METHODIST CHURCH IN THE VILLAGE OF FRANKLIN.
 PE1720
 PE1720                          STATION RECOVERY (1934)
 PE1720
 PE1720'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1720'STATION WAS RECOVERED AS DESCRIBED.  THE CHURCH IS ON THE N SIDE
 PE1720'OF THE MAIN STREET AND ABOUT 1/4 MILE W OF THE JUNCTION OF THE
 PE1720'MAIN STREET AND THE ROAD TO SULLIVAN.
 PE1720
 PE1720                          STATION RECOVERY (1944)
 PE1720
 PE1720'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1720'THE FOLLOWING IS TO BE ADDED TO THE ORIGINAL DESCRIPTION--STATION IS
 PE1720'THE TALL, SLENDER, WHITE SPIRE ON TOP OF THE METHODIST CHURCH
 PE1720'IN FRANKLIN.
 PE1720'
 PE1720'CHURCH IS LOCATED ON THE N SIDE OF STATE HIGHWAY 182, ABOUT
 PE1720'30 METERS W OF THE FRANKLIN GRADE SCHOOL HOUSE, AND HAS TWO
 PE1720'SINGLE DOORS IN FRONT.
 PE1720'
 PE1720'ACCORDING TO LOCAL RESIDENTS, THE ONLY CHANGES MADE IN THE SPIRE
 PE1720'SINCE 1879 WERE PAINT, AND MINOR REPAIRS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2608 ***********************************************************************
 OC2608  DESIGNATION -  FRECK
 OC2608  PID         -  OC2608
 OC2608  STATE/COUNTY-  ME/CUMBERLAND
 OC2608  USGS QUAD   -  SEBAGO LAKE (1983)
 OC2608
 OC2608                         *CURRENT SURVEY CONTROL
 OC2608  ___________________________________________________________________
 OC2608* NAD 83(1996)-  43 50 34.34316(N)    070 37 21.78060(W)     ADJUSTED  
 OC2608* NAVD 88     -        82.0    (meters)     269.     (feet)  VERTCON   
 OC2608  ___________________________________________________________________
 OC2608  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 OC2608  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 OC2608
 OC2608  HORZ ORDER  -  SECOND
 OC2608
 OC2608.The horizontal coordinates were established by classical geodetic methods
 OC2608.and adjusted by the National Geodetic Survey in March 1998..
 OC2608
 OC2608.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2608
 OC2608.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2608
 OC2608.The geoid height was determined by GEOID03.
 OC2608
 OC2608;                    North         East     Units Scale Factor Converg.
 OC2608;SPC ME W     -   112,256.551   863,326.764   MT  0.99998320   -0 18 57.2
 OC2608;UTM  19      - 4,855,701.038   369,556.535   MT  0.99980928   -1 07 27.1
 OC2608
 OC2608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2608!SPC ME W     -   0.99999135  x   0.99998320  =   0.99997455
 OC2608!UTM  19      -   0.99999135  x   0.99980928  =   0.99980064
 OC2608
 OC2608|---------------------------------------------------------------------|
 OC2608| PID    Reference Object                     Distance      Geod. Az  |
 OC2608|                                                           dddmmss.s |
 OC2608| CE8157 FRECK RM 1                           10.830 METERS 20534     |
 OC2608| OC2609 FRECK RM 2                            9.563 METERS 30719     |
 OC2608| OC2616 FRECK AZ MK A PT                    491.647 METERS 3140349.3 |
 OC2608| OC2615 FRECK AZ MK                         494.072 METERS 3144934.7 |
 OC2608|---------------------------------------------------------------------|
 OC2608
 OC2608                          SUPERSEDED SURVEY CONTROL
 OC2608
 OC2608  NAD 83(1992)-  43 50 34.34235(N)    070 37 21.78208(W) AD(       ) 2
 OC2608  NAD 83(1986)-  43 50 34.34956(N)    070 37 21.78692(W) AD(       ) 2
 OC2608  NAD 27      -  43 50 34.07940(N)    070 37 23.57528(W) AD(       ) 2
 OC2608  NGVD 29 (07/19/86)   82.2    (m)          270.     (f) VERT ANG       
 OC2608
 OC2608.Superseded values are not recommended for survey control.
 OC2608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2608.See file dsdata.txt to determine how the superseded data were derived.
 OC2608
 OC2608_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ6955755701(NAD 83)
 OC2608_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OC2608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC2608_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC2608
 OC2608  HISTORY     - Date     Condition        Report By
 OC2608  HISTORY     - 1976     MONUMENTED       NGS
 OC2608  HISTORY     - 20040711 POOR             GEOCAC
 OC2608
 OC2608                          STATION DESCRIPTION
 OC2608
 OC2608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2608'THE STATION IS LOCATED ON THE WEST SHORE OF SEBAGO LAKE ABOUT
 OC2608'9 MILES SOUTH OF NAPLES , 9.5 MILES WEST OF NORTH WINDHAM AND
 OC2608'8.5 MILES NORTHWEST OF STANDISH ON PROPERTY OF THE TOWN OF
 OC2608'SEBAGO. THE AZIMUTH MARK IS ON THE PROPERTY OF MRS. MILLARD W.
 OC2608'BALDWIN.
 OC2608'
 OC2608'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 11 AND
 OC2608'114 IN EAST SEBAGO, GO SOUTHEAST ON ROUTE 114 FOR 0.75 MILE TO
 OC2608'THE AZIMUTH MARK ON THE LEFT, ON THE SHORE OF THE LAKE, ABOUT
 OC2608'150 FEET FROM THE HIGHWAY. CONTINUE SOUTHEAST ON ROUTE 114
 OC2608'FOR 0.35 MILE TO MARATHON AVENUE ON THE LEFT. TURN LEFT, GO TO
 OC2608'THE END OF THE STREET, ABOUT 100 FEET, TO THE STATION NEAR A
 OC2608'FIRE HYDRANT.
 OC2608'
 OC2608'STATION MARK, STAMPED---FRECK 1976---, IS A STANDARD DISK SET
 OC2608'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST WHICH IS
 OC2608'FLUSH WITH THE GROUND SURFACE. IT 25.0 FEET WEST OF THE CORNER
 OC2608'OF A GRANITE WALL, 13.4 FEET SOUTHEAST OF A FIRE HYDRANT
 OC2608'AND 5.9 FEET NORTHWEST OF A METAL WITNESS POST.
 OC2608'NO UNDERGROUND MARK WAS SET.
 OC2608'
 OC2608'REFERENCE MARK 1, STAMPED---FRECK NO 1 1976---, IS A STANDARD
 OC2608'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST
 OC2608'WHICH PROJECTS ABOUT 5 INCHES. IT IS 41.0 FEET
 OC2608'SOUTH-SOUTHEAST OF A PAVED SIDEWALK, 35.0 FEET SOUTHWEST OF A
 OC2608'FIRE HYDRANT AND 2 FEET NORTH-NORTHWEST OF A CHAIN LINK FENCE.
 OC2608'
 OC2608'REFERENCE MARK 2, STAMPED---FRECK NO 2 1976---, IS A STANDARD
 OC2608'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST
 OC2608'WHICH IS FLUSH WITH THE GROUND SURFACE. IT IS 4.0 FEET
 OC2608'SOUTH-SOUTHEAST OF THE CENTERLINE OF A PAVED SIDEWALK, 20.5
 OC2608'NORTH OF A FIRE HYDRANT AND 11.0 FEET SOUTHWEST OF TWIN
 OC2608'24-INCH MAPLE TREES.
 OC2608'
 OC2608'THE AZIMUTH MARK, STAMPED---FRECK 1976---, IS A STANDARD DISK
 OC2608'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 1.0
 OC2608'FOOT ABOVE THE GROUND SURFACE. IT IS 52.0 FEET NORTH OF A
 OC2608'9-INCH SQUARE GRANITE PROPERTY MARKER, 4.5 FEET WEST OF THE
 OC2608'NORTH END OF A STONE RETAINING WALL AND 5.0 FEET EAST OF A
 OC2608'METAL WITNESS POST.
 OC2608'
 OC2608'THE HEIGHT OF LIGHT ABOVE THE STATION WAS 1.2 METERS.
 OC2608'
 OC2608'DESCRIBED BY JOHN R. HIGGINS.
 OC2608
 OC2608                          STATION RECOVERY (2004)
 OC2608
 OC2608'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 OC2608'UNABLE TO RECOVER THE MAIN STATION DISC OR RM NO.2. RM NO.1 WAS
 OC2608'RECOVERED AT ITS DESCRIBED LOCATION BUT IS IN POOR CONDITION. THIS
 OC2608'AREA IS NOW A BEACH. THE MISSING MARKS MAY BE BURIED DEEPLY UNDER THE
 OC2608'SAND OR MAY HAVE BEEN REMOVED FOR BEACH ACCESS. A METAL DETECTOR WILL
 OC2608'BE NEEDED TO LOCATE.
 OC2608'SUBMITTED BY JOHN K. SNYDER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2615 ***********************************************************************
 OC2615  DESIGNATION -  FRECK AZ MK
 OC2615  PID         -  OC2615
 OC2615  STATE/COUNTY-  ME/CUMBERLAND
 OC2615  USGS QUAD   -  STEEP FALLS (1983)
 OC2615
 OC2615                         *CURRENT SURVEY CONTROL
 OC2615  ___________________________________________________________________
 OC2615* NAD 83(1996)-  43 50 45.62801(N)    070 37 37.46842(W)     ADJUSTED  
 OC2615* NAVD 88     -        82.2    (meters)     270.     (feet)  VERTCON   
 OC2615  ___________________________________________________________________
 OC2615  LAPLACE CORR-           2.40  (seconds)                    DEFLEC99
 OC2615  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 OC2615
 OC2615  HORZ ORDER  -  SECOND
 OC2615
 OC2615.The horizontal coordinates were established by classical geodetic methods
 OC2615.and adjusted by the National Geodetic Survey in March 1998..
 OC2615
 OC2615.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2615
 OC2615.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2615
 OC2615.The geoid height was determined by GEOID03.
 OC2615
 OC2615;                    North         East     Units Scale Factor Converg.
 OC2615;SPC ME W     -   112,606.773   862,978.276   MT  0.99998352   -0 19 08.2
 OC2615;UTM  19      - 4,856,056.080   369,213.082   MT  0.99981039   -1 07 38.2
 OC2615
 OC2615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2615!SPC ME W     -   0.99999132  x   0.99998352  =   0.99997484
 OC2615!UTM  19      -   0.99999132  x   0.99981039  =   0.99980171
 OC2615
 OC2615:                Primary Azimuth Mark                     Grid Az
 OC2615:SPC ME W     -  FRECK                                    135 08 32.0
 OC2615:UTM  19      -  FRECK                                    135 57 02.0
 OC2615
 OC2615|---------------------------------------------------------------------|
 OC2615| PID    Reference Object                     Distance      Geod. Az  |
 OC2615|                                                           dddmmss.s |
 OC2615| OC2608 FRECK                               494.072 METERS 1344923.8 |
 OC2615| OC2616 FRECK AZ MK A PT                      6.994 METERS 20409     |
 OC2615|---------------------------------------------------------------------|
 OC2615
 OC2615                          SUPERSEDED SURVEY CONTROL
 OC2615
 OC2615  NAD 83(1992)-  43 50 45.62720(N)    070 37 37.46989(W) AD(       ) 2
 OC2615  NAD 83(1986)-  43 50 45.63443(N)    070 37 37.47471(W) AD(       ) 2
 OC2615  NAD 27      -  43 50 45.36449(N)    070 37 39.26234(W) AD(       ) 2
 OC2615  NGVD 29 (07/19/86)   82.4    (m)          270.     (f) VERT ANG       
 OC2615
 OC2615.Superseded values are not recommended for survey control.
 OC2615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2615.See file dsdata.txt to determine how the superseded data were derived.
 OC2615
 OC2615_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ6921356056(NAD 83)
 OC2615_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OC2615_SETTING: 80 = SET IN A BOULDER
 OC2615_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 OC2615
 OC2615  HISTORY     - Date     Condition        Report By
 OC2615  HISTORY     - 1976     MONUMENTED       NGS
 OC2615  HISTORY     - 20050918 MARK NOT FOUND   GEOCAC
 OC2615
 OC2615                          STATION DESCRIPTION
 OC2615
 OC2615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2615'THIS STATION WAS ESTABLISHED BY AN EDM MEASUREMENT FROM
 OC2615'TRAVERSE STATION FRECK. SEE DESCRIPTION THEREOF.
 OC2615'
 OC2615'DESCRIBED BY JERRY E. ELLINGWOOD.
 OC2615'
 OC2615'THE HEIGHT OF LIGHT ABOVE THE STATION WAS 1.0 METER.
 OC2615
 OC2615                          STATION RECOVERY (2005)
 OC2615
 OC2615'RECOVERY NOTE BY GEOCACHING 2005 (JKS)
 OC2615'MARK NOT FOUND. SUBMITTED BY J.K. SNYDER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0627 ***********************************************************************
 PD0627  DESIGNATION -  FREDS IS
 PD0627  PID         -  PD0627
 PD0627  STATE/COUNTY-  ME/WASHINGTON
 PD0627  USGS QUAD   -  WHITING (1977)
 PD0627
 PD0627                         *CURRENT SURVEY CONTROL
 PD0627  ___________________________________________________________________
 PD0627* NAD 83(1996)-  44 49 26.55741(N)    067 08 40.00560(W)     ADJUSTED  
 PD0627* NAVD 88     -         6.     (meters)      20.     (feet)  VERTCON   
 PD0627  ___________________________________________________________________
 PD0627  LAPLACE CORR-           4.84  (seconds)                    DEFLEC99
 PD0627  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 PD0627
 PD0627  HORZ ORDER  -  THIRD
 PD0627
 PD0627.The horizontal coordinates were established by classical geodetic methods
 PD0627.and adjusted by the National Geodetic Survey in March 1998..
 PD0627.No horizontal observational check was made to the station.
 PD0627
 PD0627.The NAVD 88 height was computed by applying the VERTCON shift value to
 PD0627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PD0627
 PD0627.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0627
 PD0627.The geoid height was determined by GEOID03.
 PD0627
 PD0627;                    North         East     Units Scale Factor Converg.
 PD0627;SPC ME E     -   129,485.442   407,197.123   MT  1.00004126   +0 57 20.4
 PD0627;UTM  19      - 4,965,078.958   646,693.156   MT  0.99986462   +1 18 29.8
 PD0627
 PD0627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0627!SPC ME E     -   1.00000252  x   1.00004126  =   1.00004378
 PD0627!UTM  19      -   1.00000252  x   0.99986462  =   0.99986714
 PD0627
 PD0627                          SUPERSEDED SURVEY CONTROL
 PD0627
 PD0627  NAD 83(1992)-  44 49 26.54770(N)    067 08 40.00694(W) AD(       ) 3
 PD0627  NAD 83(1986)-  44 49 26.54694(N)    067 08 40.00560(W) AD(       ) 3
 PD0627  NGVD 29 (09/20/87)    7.     (m)           23.     (f) VERT ANG       
 PD0627
 PD0627.Superseded values are not recommended for survey control.
 PD0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0627.See file dsdata.txt to determine how the superseded data were derived.
 PD0627
 PD0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK4669365079(NAD 83)
 PD0627_MARKER: DD = SURVEY DISK
 PD0627_SETTING: 66 = SET IN ROCK OUTCROP
 PD0627_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 PD0627_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0627_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0627+STABILITY: POSITION/ELEVATION WELL
 PD0627
 PD0627  HISTORY     - Date     Condition        Report By
 PD0627  HISTORY     - 1985     MONUMENTED       NOS
 PD0627
 PD0627                          STATION DESCRIPTION
 PD0627
 PD0627'DESCRIBED BY NATIONAL OCEAN SERVICE 1985 (WVH)
 PD0627'THE STATION IS LOCATED ON THE NW CORNER OF FREDS ISLAND WHICH IS THE
 PD0627'MOST NORTHERLY OF 3 ISLANDS AT THE SOUTH END OF WHITING BAY.
 PD0627'
 PD0627'THE STATION REACHED BY BOAT.
 PD0627'
 PD0627'THE STATION IS A NOS BRASS DISK STAMPED---FREDS IS 1985---, CEMENTED
 PD0627'IN A DRILL HOLE IN A ROCK LEDGE.  IT IS LOCATED, 2.7 METERS (9.0 FT)
 PD0627'EAST FRON THE WEST EDGE OF THE ROCK LEDGE, 3.3 METERS (11.0 FT)
 PD0627'SOUTH FROM THE NORTH EDGE OF LEDGE, 6.1 METERS (20.0 FT) NORTHWEST
 PD0627'FROM VEGETATION LINE, AND 0.6 METERS (2.0 FT) ABOVE THE HIGH WATER
 PD0627'LINE.
 PD0627'
 PD0627'HEIGHT OF LIGHT SHOWN WAS 1.6 METERS ABOVE THE MARK.
 PD0627'DESCRIBED BY J.G.F.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1485 ***********************************************************************
 OC1485  DESIGNATION -  FREEPORT
 OC1485  PID         -  OC1485
 OC1485  STATE/COUNTY-  ME/CUMBERLAND
 OC1485  USGS QUAD   -  FREEPORT (1970)
 OC1485
 OC1485                         *CURRENT SURVEY CONTROL
 OC1485  ___________________________________________________________________
 OC1485* NAD 83(1996)-  43 51 42.95893(N)    070 06 11.18433(W)     ADJUSTED  
 OC1485* NAVD 88     -        60.3    (meters)     198.     (feet)  VERTCON   
 OC1485  ___________________________________________________________________
 OC1485  LAPLACE CORR-           3.17  (seconds)                    DEFLEC99
 OC1485  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 OC1485
 OC1485  HORZ ORDER  -  SECOND
 OC1485
 OC1485.The horizontal coordinates were established by classical geodetic methods
 OC1485.and adjusted by the National Geodetic Survey in March 1998..
 OC1485
 OC1485.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC1485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC1485
 OC1485.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1485
 OC1485.The geoid height was determined by GEOID03.
 OC1485
 OC1485;                    North         East     Units Scale Factor Converg.
 OC1485;SPC ME W     -   114,275.082   905,109.535   MT  0.99996699   +0 02 38.6
 OC1485;UTM  19      - 4,857,129.570   411,354.338   MT  0.99969665   -0 45 51.9
 OC1485
 OC1485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1485!SPC ME W     -   0.99999463  x   0.99996699  =   0.99996162
 OC1485!UTM  19      -   0.99999463  x   0.99969665  =   0.99969128
 OC1485
 OC1485:                Primary Azimuth Mark                     Grid Az
 OC1485:SPC ME W     -  FREEPORT FAA MICROWAVE                   001 46 10.2
 OC1485:UTM  19      -  FREEPORT FAA MICROWAVE                   002 34 40.7
 OC1485
 OC1485|---------------------------------------------------------------------|
 OC1485| PID    Reference Object                     Distance      Geod. Az  |
 OC1485|                                                           dddmmss.s |
 OC1485| OC1440 FREEPORT FAA MICROWAVE              APPROX. 3.1 KM 0014848.8 |
 OC1485| CE8158 FREEPORT RM 1                        31.201 METERS 07740     |
 OC1485| OC1482 HARPSWELL NECK TANK                 APPROX.12.6 KM 1431803.9 |
 OC1485| OC1483 FREEPORT E MUN STANDPIPE            APPROX. 1.0 KM 1514228.5 |
 OC1485| OC1260 MERRILL                             APPROX. 2.3 KM 2164016.8 |
 OC1485| OC1500 YARMOUTH CENTRAL UNIVERSAL CH       APPROX. 9.5 KM 2222924.6 |
 OC1485| OC1498 YARMOUTH FIRST PARISH CONG CH       APPROX. 9.5 KM 2224656.8 |
 OC1485| OC1506 YARMOUTH N MUN STANDPIPE            APPROX. 7.6 KM 2243906.1 |
 OC1485| OC1507 YARMOUTH MUN S TANK                 APPROX.10.8 KM 2250324.7 |
 OC1485| CE8159 FREEPORT RM 2                        22.623 METERS 22837     |
 OC1485| OC1488 YARMOUTH YELLOW SPIRE               APPROX. 9.9 KM 2285821.4 |
 OC1485| OC1484 FREEPORT W MUN STANDPIPE             13.665 METERS 26607     |
 OC1485|---------------------------------------------------------------------|
 OC1485
 OC1485                          SUPERSEDED SURVEY CONTROL
 OC1485
 OC1485  NAD 83(1992)-  43 51 42.95746(N)    070 06 11.18432(W) AD(       ) 2
 OC1485  NAD 83(1986)-  43 51 42.96321(N)    070 06 11.18944(W) AD(       ) 2
 OC1485  NAD 27      -  43 51 42.67675(N)    070 06 13.01550(W) AD(       ) 2
 OC1485  NGVD 29 (07/19/86)   60.5    (m)          198.     (f) VERT ANG       
 OC1485
 OC1485.Superseded values are not recommended for survey control.
 OC1485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1485.See file dsdata.txt to determine how the superseded data were derived.
 OC1485
 OC1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ1135457130(NAD 83)
 OC1485_MARKER: DD = SURVEY DISK
 OC1485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC1485_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC1485
 OC1485  HISTORY     - Date     Condition        Report By
 OC1485  HISTORY     - 1975     MONUMENTED       MEDT
 OC1485
 OC1485                          STATION DESCRIPTION
 OC1485
 OC1485'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975 (RCA)
 OC1485'RM 1 TO RM 2 (BLOCKED)
 OC1485'
 OC1485'THE STATION IS LOCATED ABOUT 0.5 MILE NORTH OF THE CENTER OF
 OC1485'FREEPORT, 0.2 MILE SOUTHEAST OF INTERSTATE HIGHWAY 95, 0.1 MILE
 OC1485'NORTH-NORTHEAST OF STATE ROUTES 125 AND 136 AND ON PROPERTY OWNED
 OC1485'BY THE CITY OF FREEPORT.
 OC1485'
 OC1485'TO REACH THE STATION FROM THE U.S. POST OFFICE IN FREEPORT, GO
 OC1485'NORTHEAST ALONG U.S. ROUTE 1 FOR 0.1 MILE TO A SIDE ROAD LEFT
 OC1485'(STATE ROUTES 125 AND 136).  CONTINUE NORTHEAST FOLLOWING
 OC1485'U.S. ROUTE 1 FOR 150 FEET TO A SIDE STREET ON THE LEFT (MAPLE
 OC1485'STREET).  TURN LEFT, AND GO NORTHWEST FOLLOWING MAPLE STREET FOR
 OC1485'0.15 MILE TO A STANDPIPE AND THE STATION ON THE LEFT.
 OC1485'
 OC1485'THE STATION MARK IS A STANDARD MAINE DEPARTMENT OF
 OC1485'TRANSPORTATION DISK STAMPED 1974 FREEPORT, SET IN THE TOP OF A
 OC1485'CYLINDRICAL CONCRETE POST, THAT IS FLUSH WITH THE GROUND.  THE
 OC1485'SUBSURFACE MARK IS AN ALUMINUM DISK STAMPED 1974 FREEPORT, SET
 OC1485'IN A DRILL HOLE IN LEDGE ABOUT 42-INCHES BELOW THE SURFACE
 OC1485'OF THE GROUND.  IT IS 32.4 FEET EAST OF A GREEN WATER TANK, 39.2
 OC1485'FEET SOUTH OF A FIRE HYDRANT AND 97.9 FEET WEST OF POWER POLE
 OC1485'NUMBER 5/5.
 OC1485'
 OC1485'REFERENCE MARK 1 IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 OC1485'DISK STAMPED RM 1 FREEPORT 1974, SET IN A DRILL HOLE IN EXPOSED
 OC1485'LEDGE.  IT IS 39.6 FEET EAST-NORTHEAST OF THE CENTERLINE OF
 OC1485'MAPLE STREET AND 32.8 FEET NORTHEAST OF POWER POLE NUMBER 5/5.
 OC1485'
 OC1485'REFERENCE MARK 2 IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 OC1485'DISK STAMPED RM 2 FREEPORT 1974, SET IN A DRILL HOLE IN A 3 FOOT
 OC1485'BY 4 FOOT BOULDER.  IT IS 45.6 FEET WEST OF POWER POLE NUMBER
 OC1485'61 AND 34.4 FEET SOUTHWEST OF THE OVERFLOW PIPE ON THE WATER TANK.
 OC1485'
 OC1485'NO SUITABLE LOCATION FOR AN AZIMUTH MARK WAS FOUND.
 OC1485'
 OC1485'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1460 ***********************************************************************
 OC1460  DESIGNATION -  FREEPORT CHURCH
 OC1460  PID         -  OC1460
 OC1460  STATE/COUNTY-  ME/CUMBERLAND
 OC1460  USGS QUAD   -  FREEPORT (1970)
 OC1460
 OC1460                         *CURRENT SURVEY CONTROL
 OC1460  ___________________________________________________________________
 OC1460* NAD 83(1996)-  43 51 27.80357(N)    070 06 10.88855(W)     ADJUSTED  
 OC1460* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 OC1460  ___________________________________________________________________
 OC1460  LAPLACE CORR-           3.19  (seconds)                    DEFLEC99
 OC1460  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 OC1460
 OC1460  HORZ ORDER  -  THIRD
 OC1460
 OC1460.The horizontal coordinates were established by classical geodetic methods
 OC1460.and adjusted by the National Geodetic Survey in March 1998..
 OC1460
 OC1460.The orthometric height was scaled from a topographic map.
 OC1460
 OC1460.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1460
 OC1460.The geoid height was determined by GEOID03.
 OC1460
 OC1460;                    North         East     Units Scale Factor Converg.
 OC1460;SPC ME W     -   113,807.351   905,116.500   MT  0.99996699   +0 02 38.7
 OC1460;UTM  19      - 4,856,661.914   411,354.703   MT  0.99969665   -0 45 51.5
 OC1460
 OC1460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1460!SPC ME W     -   1.00000396  x   0.99996699  =   0.99997095
 OC1460!UTM  19      -   1.00000396  x   0.99969665  =   0.99970061
 OC1460
 OC1460:                Primary Azimuth Mark                     Grid Az
 OC1460:SPC ME W     -  HARPSWELL CHURCH 1854                    124 19 29.4
 OC1460:UTM  19      -  HARPSWELL CHURCH 1854                    125 07 59.6
 OC1460
 OC1460|---------------------------------------------------------------------|
 OC1460| PID    Reference Object                     Distance      Geod. Az  |
 OC1460|                                                           dddmmss.s |
 OC1460| OB0584 HARPSWELL CHURCH 1854               APPROX.11.4 KM 1242208.1 |
 OC1460|---------------------------------------------------------------------|
 OC1460
 OC1460                          SUPERSEDED SURVEY CONTROL
 OC1460
 OC1460  NAD 83(1992)-  43 51 27.80210(N)    070 06 10.88846(W) AD(       ) 3
 OC1460  NAD 83(1986)-  43 51 27.80798(N)    070 06 10.89364(W) AD(       ) 3
 OC1460  NAD 27      -  43 51 27.52300(N)    070 06 12.70900(W) AD(       ) 3
 OC1460
 OC1460.Superseded values are not recommended for survey control.
 OC1460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1460.See file dsdata.txt to determine how the superseded data were derived.
 OC1460
 OC1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ1135556662(NAD 83)
 OC1460
 OC1460  HISTORY     - Date     Condition        Report By
 OC1460  HISTORY     - 1854     MONUMENTED       CGS
 OC1460  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1460
 OC1460                          STATION DESCRIPTION
 OC1460
 OC1460'DESCRIBED BY COAST AND GEODETIC SURVEY 1854 (COB)
 OC1460'THE CHURCH HAS A SQUARE BELFRY, OPEN, WITH COLUMNS, EIGHT IN
 OC1460'NUMBER, IN CIRCULAR FORM SUPPORTING ROUND TOP ROOF.  THE CENTER
 OC1460'IS MARKED ON A SHEET OF LEAD BY AN IRON TACK.  THE FLOOR OF
 OC1460'SHINGLES SLOPES IN FOUR DIRECTIONS FROM THE CENTER.
 OC1460
 OC1460                          STATION RECOVERY (1933)
 OC1460
 OC1460'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1460'STATION IS LOST.  IN THE TOWN OF FREEPORT, ABOUT 7 MILES NE OF
 OC1460'PORTLAND.  NO CHURCH WAS FOUND ANSWERING THE ORIGINAL
 OC1460'DESCRIPTION IN THE VICINITY OF FREEPORT.  THE NATIVES OF FREEPORT
 OC1460'REPORT A CHURCH HAVING BURNED ABOUT 40 YEARS AGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1483 ***********************************************************************
 OC1483  DESIGNATION -  FREEPORT E MUN STANDPIPE
 OC1483  PID         -  OC1483
 OC1483  STATE/COUNTY-  ME/CUMBERLAND
 OC1483  USGS QUAD   -  FREEPORT (1970)
 OC1483
 OC1483                         *CURRENT SURVEY CONTROL
 OC1483  ___________________________________________________________________
 OC1483* NAD 83(1996)-  43 51 15.45794(N)    070 05 50.72834(W)     ADJUSTED  
 OC1483* NAVD 88     -                                                        
 OC1483  ___________________________________________________________________
 OC1483  LAPLACE CORR-           3.18  (seconds)                    DEFLEC99
 OC1483  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 OC1483
 OC1483  HORZ ORDER  -  THIRD
 OC1483
 OC1483.The horizontal coordinates were established by classical geodetic methods
 OC1483.and adjusted by the National Geodetic Survey in March 1998..
 OC1483
 OC1483
 OC1483.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1483
 OC1483.The geoid height was determined by GEOID03.
 OC1483
 OC1483;                    North         East     Units Scale Factor Converg.
 OC1483;SPC ME W     -   113,426.694   905,567.035   MT  0.99996705   +0 02 52.7
 OC1483;UTM  19      - 4,856,275.043   411,799.703   MT  0.99969568   -0 45 37.3
 OC1483
 OC1483                          SUPERSEDED SURVEY CONTROL
 OC1483
 OC1483  NAD 83(1992)-  43 51 15.45644(N)    070 05 50.72831(W) AD(       ) 4
 OC1483  NAD 83(1986)-  43 51 15.46217(N)    070 05 50.73346(W) AD(       ) 4
 OC1483  NAD 27      -  43 51 15.17543(N)    070 05 52.56015(W) AD(       ) 3
 OC1483
 OC1483.Superseded values are not recommended for survey control.
 OC1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1483.See file dsdata.txt to determine how the superseded data were derived.
 OC1483
 OC1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ1180056275(NAD 83)
 OC1483_MARKER: 52 = STANDPIPE TANK
 OC1483_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OC1483+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2005
 OC1483
 OC1483  HISTORY     - Date     Condition        Report By
 OC1483  HISTORY     - 1975     FIRST OBSERVED   NGS
 OC1483  HISTORY     - 20050228 GOOD             USPSQD
 OC1483
 OC1483                          STATION DESCRIPTION
 OC1483
 OC1483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 OC1483'THE STATION, IS THE VENT STACK AT THE TOP-CENTER OF A 105 FOOT
 OC1483'TALL, 36 FOOT DIAMETER STANDPIPE WHICH WAS BUILT BY CHICAGO
 OC1483'BRIDGE AND IRON COMPANY IN 1972.  STATION IS IN THE TOWN OF
 OC1483'FREEPORT REACHED FROM U.S. ROUTE 1 AND BOW STREET TRAVEL 0.35
 OC1483'MILES ON BOW STREET TO A GRAVEL ROAD TO THE RIGHT.  TURN RIGHT,
 OC1483'TRAVEL 0.05 MILES TO A CUL-DE-SAC.  TURN RIGHT, TRAVEL 0.15
 OC1483'MILES TO TANK ON THE RIGHT.
 OC1483
 OC1483                          STATION RECOVERY (2005)
 OC1483
 OC1483'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMW)
 OC1483'THE COLOR IS NOW GREEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1440 ***********************************************************************
 OC1440  DESIGNATION -  FREEPORT FAA MICROWAVE
 OC1440  PID         -  OC1440
 OC1440  STATE/COUNTY-  ME/CUMBERLAND
 OC1440  USGS QUAD   -  LISBON FALLS SOUTH (1979)
 OC1440
 OC1440                         *CURRENT SURVEY CONTROL
 OC1440  ___________________________________________________________________
 OC1440* NAD 83(1996)-  43 53 23.45750(N)    070 06 06.78433(W)     ADJUSTED  
 OC1440* NAVD 88     -                                                        
 OC1440  ___________________________________________________________________
 OC1440  LAPLACE CORR-           3.31  (seconds)                    DEFLEC99
 OC1440  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 OC1440
 OC1440  HORZ ORDER  -  THIRD
 OC1440
 OC1440.The horizontal coordinates were established by classical geodetic methods
 OC1440.and adjusted by the National Geodetic Survey in March 1998..
 OC1440
 OC1440
 OC1440.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1440
 OC1440.The geoid height was determined by GEOID03.
 OC1440
 OC1440;                    North         East     Units Scale Factor Converg.
 OC1440;SPC ME W     -   117,376.826   905,205.358   MT  0.99996700   +0 02 41.7
 OC1440;UTM  19      - 4,860,228.815   411,493.890   MT  0.99969634   -0 45 50.2
 OC1440
 OC1440                          SUPERSEDED SURVEY CONTROL
 OC1440
 OC1440  NAD 83(1992)-  43 53 23.45604(N)    070 06 06.78425(W) AD(       ) 4
 OC1440  NAD 83(1986)-  43 53 23.46183(N)    070 06 06.78930(W) AD(       ) 4
 OC1440  NAD 27      -  43 53 23.17466(N)    070 06 08.61349(W) AD(       ) 3
 OC1440
 OC1440.Superseded values are not recommended for survey control.
 OC1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1440.See file dsdata.txt to determine how the superseded data were derived.
 OC1440
 OC1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ1149460229(NAD 83)
 OC1440_MARKER: 44 = MICROWAVE MAST
 OC1440_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OC1440+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2005
 OC1440
 OC1440  HISTORY     - Date     Condition        Report By
 OC1440  HISTORY     - 1975     FIRST OBSERVED   NGS
 OC1440  HISTORY     - 20050228 GOOD             USPSQD
 OC1440
 OC1440                          STATION DESCRIPTION
 OC1440
 OC1440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 OC1440'THE STATION, FREEPORT FEDERAL AVIATION AGENCY MICROWAVE, IS THE
 OC1440'ECCENTRIC LIGHT AT THE TOP OF THE 315 FOOT HIGH MAST.  STATION
 OC1440'IS IN THE TOWN OF FREEPORT 0.6 MILES DOWN A DIRT ROAD FROM THE
 OC1440'JUNCTION DIRT ROAD AND CURTIS ROAD WHICH IS 0.1 MILES FROM
 OC1440'JUNCTION CURTIS ROAD AND ROUTE 136.
 OC1440
 OC1440                          STATION RECOVERY (2005)
 OC1440
 OC1440'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMW)
 OC1440'FROM THE JCT. OF CURTIS RD. AND RT.136 GO 0.1 MILE ON CURTIS TO
 OC1440'BRAGDON RD. WHICH IS NOW PAVED. GO 0.6 MILE ON BRAGDON TO TOWER ON
 OC1440'LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1484 ***********************************************************************
 OC1484  DESIGNATION -  FREEPORT W MUN STANDPIPE
 OC1484  PID         -  OC1484
 OC1484  STATE/COUNTY-  ME/CUMBERLAND
 OC1484  USGS QUAD   -  FREEPORT (1970)
 OC1484
 OC1484                         *CURRENT SURVEY CONTROL
 OC1484  ___________________________________________________________________
 OC1484* NAD 83(1996)-  43 51 42.92896(N)    070 06 11.79484(W)     ADJUSTED  
 OC1484* NAVD 88     -                                                        
 OC1484  ___________________________________________________________________
 OC1484  LAPLACE CORR-           3.17  (seconds)                    DEFLEC99
 OC1484  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 OC1484
 OC1484  HORZ ORDER  -  THIRD
 OC1484
 OC1484.The horizontal coordinates were established by classical geodetic methods
 OC1484.and adjusted by the National Geodetic Survey in March 1998..
 OC1484
 OC1484
 OC1484.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1484
 OC1484.The geoid height was determined by GEOID03.
 OC1484
 OC1484;                    North         East     Units Scale Factor Converg.
 OC1484;SPC ME W     -   114,274.146   905,095.903   MT  0.99996699   +0 02 38.1
 OC1484;UTM  19      - 4,857,128.827   411,340.698   MT  0.99969668   -0 45 52.3
 OC1484
 OC1484                          SUPERSEDED SURVEY CONTROL
 OC1484
 OC1484  NAD 83(1992)-  43 51 42.92750(N)    070 06 11.79478(W) AD(       ) 4
 OC1484  NAD 83(1986)-  43 51 42.93346(N)    070 06 11.79980(W) AD(       ) 4
 OC1484  NAD 27      -  43 51 42.64677(N)    070 06 13.62627(W) AD(       ) 3
 OC1484
 OC1484.Superseded values are not recommended for survey control.
 OC1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1484.See file dsdata.txt to determine how the superseded data were derived.
 OC1484
 OC1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ1134157129(NAD 83)
 OC1484_MARKER: 52 = STANDPIPE TANK
 OC1484
 OC1484  HISTORY     - Date     Condition        Report By
 OC1484  HISTORY     - 1975     FIRST OBSERVED   NGS
 OC1484  HISTORY     - 20050228 MARK NOT FOUND   USPSQD
 OC1484
 OC1484                          STATION DESCRIPTION
 OC1484
 OC1484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 OC1484'THE STATION IS THE VENT STACK ATOP THE 67 FOOT HIGH, 25 FOOT
 OC1484'DIAMETER STANDPIPE WHICH WAS BUILT BY PORTLAND COMPANY IN
 OC1484'1891.  STATION IS IN THE TOWN OF FREEPORT.  48 FEET SOUTH OF THE
 OC1484'CENTERLINE OF MAPLE STREET.  33 FEET SOUTH OF A FIRE
 OC1484'HYDRANT.  33 FEET SOUTH WEST OF STATION FREEPORT (MDOT).
 OC1484
 OC1484                          STATION RECOVERY (2005)
 OC1484
 OC1484'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMW)
 OC1484'AT THE LOCATION NO TANK IS THERE. THE LOCATION WAS CHECKED BY GPS, IS
 OC1484'NOW AN EMPTY LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0409 ***********************************************************************
 QG0409  DESIGNATION -  FREESE
 QG0409  PID         -  QG0409
 QG0409  STATE/COUNTY-  ME/PENOBSCOT
 QG0409  USGS QUAD   -  GREENBUSH (1988)
 QG0409
 QG0409                         *CURRENT SURVEY CONTROL
 QG0409  ___________________________________________________________________
 QG0409* NAD 83(1996)-  45 00 48.98722(N)    068 40 13.32221(W)     ADJUSTED  
 QG0409* NAVD 88     -        54.179  (meters)     177.75   (feet)  ADJUSTED  
 QG0409  ___________________________________________________________________
 QG0409  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 QG0409  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 QG0409  DYNAMIC HT  -          54.179 (meters)     177.75  (feet)  COMP
 QG0409  MODELED GRAV-     980,603.5   (mgal)                       NAVD 88
 QG0409
 QG0409  HORZ ORDER  -  SECOND
 QG0409  VERT ORDER  -  SECOND    CLASS 0
 QG0409
 QG0409.The horizontal coordinates were established by classical geodetic methods
 QG0409.and adjusted by the National Geodetic Survey in March 1998..
 QG0409
 QG0409.The orthometric height was determined by differential leveling
 QG0409.and adjusted by the National Geodetic Survey in June 1991..
 QG0409
 QG0409.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG0409
 QG0409.The geoid height was determined by GEOID03.
 QG0409
 QG0409.The dynamic height is computed by dividing the NAVD 88
 QG0409.geopotential number by the normal gravity value computed on the
 QG0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0409.degrees latitude (g = 980.6199 gals.).
 QG0409
 QG0409.The modeled gravity was interpolated from observed gravity values.
 QG0409
 QG0409;                    North         East     Units Scale Factor Converg.
 QG0409;SPC ME E     -   149,669.725   286,571.602   MT  0.99990222   -0 07 13.8
 QG0409;UTM  19      - 4,984,514.875   525,973.950   MT  0.99960830   +0 13 59.3
 QG0409
 QG0409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG0409!SPC ME E     -   0.99999535  x   0.99990222  =   0.99989757
 QG0409!UTM  19      -   0.99999535  x   0.99960830  =   0.99960366
 QG0409
 QG0409|---------------------------------------------------------------------|
 QG0409| PID    Reference Object                     Distance      Geod. Az  |
 QG0409|                                                           dddmmss.s |
 QG0409| QG0408 FREESE RM 1                          24.860 METERS 20228     |
 QG0409| PE0575 PEA                                 APPROX. 3.8 KM 2110154.5 |
 QG0409| QG0410 FREESE RM 2                          26.045 METERS 28037     |
 QG0409| CE8860 FREESE AZ MK                                       3354648.3 |
 QG0409|---------------------------------------------------------------------|
 QG0409
 QG0409                          SUPERSEDED SURVEY CONTROL
 QG0409
 QG0409  NAD 83(1992)-  45 00 48.98685(N)    068 40 13.32140(W) AD(       ) 2
 QG0409  NAD 83(1986)-  45 00 48.99062(N)    068 40 13.32236(W) AD(       ) 2
 QG0409  NAD 27      -  45 00 48.75090(N)    068 40 15.19420(W) AD(       ) 2
 QG0409  NGVD 29 (??/??/92)   54.386  (m)          178.43   (f) ADJ UNCH    2 0
 QG0409
 QG0409.Superseded values are not recommended for survey control.
 QG0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0409.See file dsdata.txt to determine how the superseded data were derived.
 QG0409
 QG0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK2597484515(NAD 83)
 QG0409_MARKER: DS = TRIANGULATION STATION DISK
 QG0409_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QG0409_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QG0409_STAMPING: FREESE 1958
 QG0409_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG0409
 QG0409  HISTORY     - Date     Condition        Report By
 QG0409  HISTORY     - 1958     MONUMENTED       CGS
 QG0409  HISTORY     - 1958     GOOD             CGS
 QG0409
 QG0409                          STATION DESCRIPTION
 QG0409
 QG0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 QG0409'STATION IS LOCATED ABOUT 16 MILES SOUTH OF HOWLAND AND ABOUT
 QG0409'6 MILES NORTH OF OLD TOWN ON A LOW RIDGE IN THE NORTHEAST
 QG0409'ANGLE OF T INTERSECTION OF OLD WOODS ROADS.  STATION IS 31 FEET
 QG0409'NORTHEAST OF TRIANGLE BLAZED TREE, 14 FEET NORTH OF THE
 QG0409'APPROXIMATE CENTER OF WOODS ROAD AND 6 FEET EAST SOUTHEAST
 QG0409'OF WITNESS POST.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK
 QG0409'IS STAMPED FREESE 1958.
 QG0409'
 QG0409'REFERENCE MARK NO. 1 IS 55 FEET SOUTH OF THE APPROXIMATE
 QG0409'CENTER OF WOODS ROAD, 6 FEET SOUTHEAST OF TRIPLE TRUNK BIRCH TREE
 QG0409'AND 6 FEET WEST OF WOODS TRAIL.  THE MARK PROJECTS ABOUT 6 INCHES
 QG0409'AND THE DISK IS STAMPED FREESE NO 1 1958.
 QG0409'
 QG0409'REFERENCE MARK NO. 2 IS 79 FEET WEST NORTHWEST OF WITNESS
 QG0409'POST, 57 FEET WEST OF THE APPROXIMATE CENTER OF WOODS ROAD,
 QG0409'42 FEET NORTH OF THE APPROXIMATE CENTER OF WOODS ROAD AND 4 FEET
 QG0409'NORTH OF 6 INCH TREE.  THE MARK PROJECTS ABOUT 6 INCHES AND
 QG0409'THE DISK IS STAMPED FREESE NO 2 1958.
 QG0409'
 QG0409'AZIMUTH MARK IS 7 FEET WEST OF THE APPROXIMATE CENTER OF WOODS
 QG0409'ROAD AND 5 FEET EAST SOUTHEAST OF 4 INCH EVERGREEN TREE.  THE
 QG0409'MARK PROJECTS ABOUT 1 FOOT AND THE DISK IS STAMPED FREESE 1958.
 QG0409'
 QG0409'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 116 AND
 QG0409'155 AT THE WEST END OF THE BRIDGE OVER THE PENOBSCOT RIVER IN
 QG0409'HOWLAND, GO SOUTH ON STATE HIGHWAY 116 FOR 18.15 MILES TO
 QG0409'SHIRLEYS GROCERY STORE ON THE LEFT.  CONTINUE SOUTH FOR 0.5
 QG0409'MILE TO A BOARD GATE ON THE RIGHT AND A 36 INCH PINE TREE ON THE
 QG0409'LEFT.  PASS THROUGH GATE AND FOLLOW MAIN WOODS ROAD WESTERLY FOR
 QG0409'0.5 MILE TO A POLE GATE.  PASS THROUGH GATE AND CONTINUE
 QG0409'WESTERLY FOR 0.3 MILE TO DIM WOODS ROAD RIGHT AND STATION ON
 QG0409'THE RIGHT AS DESCRIBED.  A 4 WHEEL DRIVE VEHICLE IS NECESSARY
 QG0409'AFTER LEAVING STATE HIGHWAY 116.
 QG0409'
 QG0409'TO REACH AZIMUTH MARK FROM STATION GO NORTHERLY ON WOODS ROAD
 QG0409'FOR 160 PACES TO MARK ON THE LEFT AS DESCRIBED.
 QG0409'
 QG0409'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 QG0409
 QG0409                          STATION RECOVERY (1958)
 QG0409
 QG0409'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 QG0409'10.1 MI N FROM OLD TOWN.
 QG0409'2.95 MILES NORTHWEST ALONG STATE HIGHWAY 43 FROM ITS JUNCTION
 QG0409'WITH U.S. HIGHWAY 2 AT OLD TOWN, THENCE 2.25 MILES NORTH ALONG
 QG0409'STATE HIGHWAY 16, THENCE 4.1 MILES NORTHEAST ALONG STATE HIGHWAY
 QG0409'116, THENCE 0.8 MILES NORTHWEST ALONG A WOODS ROAD, AT THE
 QG0409'JUNCTION OF WOODS ROAD NORTHEAST, ABOUT 0.15 MILE NORTHWEST OF
 QG0409'A POLE GATE, 14 1/2 FEET NORTHEAST OF THE CENTER LINE OF WOODS
 QG0409'ROAD, 19 FEET SOUTHEAST OF THE CENTER LINE OF WOODS ROAD
 QG0409'NORTHEAST, 24 FEET EAST OF THE CENTER LINE OF THE JUNCTION
 QG0409'OF WOODS ROADS, 6 FEET SOUTH OF A TWIN PINE STUMP ABOUT 3
 QG0409'FEET HIGH, 6 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT
 QG0409'1 FOOT ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP OF A CONCRETE
 QG0409'FILLED PLASTIC PIPE PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0408 ***********************************************************************
 QG0408  DESIGNATION -  FREESE RM 1
 QG0408  PID         -  QG0408
 QG0408  STATE/COUNTY-  ME/PENOBSCOT
 QG0408  USGS QUAD   -  GREENBUSH (1988)
 QG0408
 QG0408                         *CURRENT SURVEY CONTROL
 QG0408  ___________________________________________________________________
 QG0408* NAD 83(1986)-  45 00 48.     (N)    068 40 13.     (W)     SCALED    
 QG0408* NAVD 88     -        53.890  (meters)     176.80   (feet)  ADJUSTED  
 QG0408  ___________________________________________________________________
 QG0408  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 QG0408  DYNAMIC HT  -          53.889 (meters)     176.80  (feet)  COMP
 QG0408  MODELED GRAV-     980,603.5   (mgal)                       NAVD 88
 QG0408
 QG0408  VERT ORDER  -  SECOND    CLASS 0
 QG0408
 QG0408.The horizontal coordinates were scaled from a topographic map and have
 QG0408.an estimated accuracy of +/- 6 seconds.
 QG0408
 QG0408.The orthometric height was determined by differential leveling
 QG0408.and adjusted by the National Geodetic Survey in June 1991..
 QG0408
 QG0408.The geoid height was determined by GEOID03.
 QG0408
 QG0408.The dynamic height is computed by dividing the NAVD 88
 QG0408.geopotential number by the normal gravity value computed on the
 QG0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0408.degrees latitude (g = 980.6199 gals.).
 QG0408
 QG0408.The modeled gravity was interpolated from observed gravity values.
 QG0408
 QG0408;                    North         East    Units  Estimated Accuracy
 QG0408;SPC ME E     -   149,640.      286,580.      MT  (+/- 180 meters Scaled)
 QG0408
 QG0408                          SUPERSEDED SURVEY CONTROL
 QG0408
 QG0408  NGVD 29 (??/??/92)   54.097  (m)          177.48   (f) ADJ UNCH    2 0
 QG0408
 QG0408.Superseded values are not recommended for survey control.
 QG0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0408.See file dsdata.txt to determine how the superseded data were derived.
 QG0408
 QG0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK259844(NAD 83)
 QG0408_MARKER: DR = REFERENCE MARK DISK
 QG0408_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QG0408_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QG0408_STAMPING: FREESE NO 1 1958
 QG0408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG0408
 QG0408  HISTORY     - Date     Condition        Report By
 QG0408  HISTORY     - 1958     MONUMENTED       CGS
 QG0408
 QG0408                          STATION DESCRIPTION
 QG0408
 QG0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 QG0408'10.1 MI N FROM OLD TOWN.
 QG0408'2.95 MILES NORTHWEST ALONG STATE HIGHWAY 43 FROM ITS JUNCTION
 QG0408'WITH U.S. HIGHWAY 2 AT OLD TOWN, THENCE 2.25 MILES NORTH ALONG
 QG0408'STATE HIGHWAY 16, THENCE 4.1 MILES NORTHEAST ALONG STATE HIGHWAY
 QG0408'116, THENCE 0.8 MILES NORTHWEST ALONG A WOODS ROAD, AT THE JUNCTION
 QG0408'OF WOODS ROAD NORTHEAST, ABOUT 0.15 MILES NORTHWEST OF A POLE
 QG0408'GATE, 56 FEET SOUTHWEST OF THE CENTER LINE OF WOODS ROAD,
 QG0408'31 FEET NORTHWEST OF THE EXTENDED CENTER LINE OF WOODS ROAD
 QG0408'NORTHEAST, 60 FEET WEST-SOUTHWEST OF THE CENTER LINE OF THE
 QG0408'JUNCTION OF WOODS ROAD, 81.7 FEET WEST OF TRIANGULATION STATION
 QG0408'FREESE, 78 1/2 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT
 QG0408'LEVEL WITH THE WOODS ROAD, SET IN THE TOP OF A CONCRETE FILLED
 QG0408'PLASTIC PIPE PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0410 ***********************************************************************
 QG0410  DESIGNATION -  FREESE RM 2
 QG0410  PID         -  QG0410
 QG0410  STATE/COUNTY-  ME/PENOBSCOT
 QG0410  USGS QUAD   -  GREENBUSH (1988)
 QG0410
 QG0410                         *CURRENT SURVEY CONTROL
 QG0410  ___________________________________________________________________
 QG0410* NAD 83(1986)-  45 00 48.     (N)    068 40 13.     (W)     SCALED    
 QG0410* NAVD 88     -        53.878  (meters)     176.76   (feet)  ADJUSTED  
 QG0410  ___________________________________________________________________
 QG0410  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 QG0410  DYNAMIC HT  -          53.877 (meters)     176.76  (feet)  COMP
 QG0410  MODELED GRAV-     980,603.5   (mgal)                       NAVD 88
 QG0410
 QG0410  VERT ORDER  -  SECOND    CLASS 0
 QG0410
 QG0410.The horizontal coordinates were scaled from a topographic map and have
 QG0410.an estimated accuracy of +/- 6 seconds.
 QG0410
 QG0410.The orthometric height was determined by differential leveling
 QG0410.and adjusted by the National Geodetic Survey in June 1991..
 QG0410
 QG0410.The geoid height was determined by GEOID03.
 QG0410
 QG0410.The dynamic height is computed by dividing the NAVD 88
 QG0410.geopotential number by the normal gravity value computed on the
 QG0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0410.degrees latitude (g = 980.6199 gals.).
 QG0410
 QG0410.The modeled gravity was interpolated from observed gravity values.
 QG0410
 QG0410;                    North         East    Units  Estimated Accuracy
 QG0410;SPC ME E     -   149,640.      286,580.      MT  (+/- 180 meters Scaled)
 QG0410
 QG0410                          SUPERSEDED SURVEY CONTROL
 QG0410
 QG0410  NGVD 29 (??/??/92)   54.085  (m)          177.44   (f) ADJ UNCH    2 0
 QG0410
 QG0410.Superseded values are not recommended for survey control.
 QG0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0410.See file dsdata.txt to determine how the superseded data were derived.
 QG0410
 QG0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK259844(NAD 83)
 QG0410_MARKER: DR = REFERENCE MARK DISK
 QG0410_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QG0410_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QG0410_STAMPING: FREESE 1958 NO 2
 QG0410_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG0410
 QG0410  HISTORY     - Date     Condition        Report By
 QG0410  HISTORY     - 1958     MONUMENTED       CGS
 QG0410
 QG0410                          STATION DESCRIPTION
 QG0410
 QG0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 QG0410'10.1 MI N FROM OLD TOWN.
 QG0410'2.95 MILES NORTHWEST ALONG STATE HIGHWAY 43 FROM ITS JUNCTION
 QG0410'WITH U.S. HIGHWAY 2 AT OLD TOWN, THENCE 2.25 MILES NORTH ALONG
 QG0410'STATE HIGHWAY 16, THENCE 4.1 MILES NORTHEAST ALONG STATE HIGHWAY
 QG0410'116, THENCE 0.8 MILES NORTHWEST ALONG A WOODS ROAD, AT THE
 QG0410'JUNCTION OF WOODS ROAD NORTHEAST, ABOUT 0.15 MILE NORTHWEST OF A
 QG0410'POLE GATE, 42 FEET NORTHEAST OF THE CENTER LINE OF WOODS
 QG0410'ROAD, 51 FEET NORTHWEST OF THE CENTER LINE OF WOODS ROAD
 QG0410'NORTHEAST, 76 FEET NORTH OF THE CENTER LINE OF THE WOODS ROAD
 QG0410'JUNCTION, 85.5 FEET NORTH-NORTHWEST OF TRIANGULATION STATION
 QG0410'FREESE, 79 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL
 QG0410'WITH THE WOODS ROAD, SET IN THE TOP OF A CONCRETE FILLED PLASTIC
 QG0410'PIPE PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1472 ***********************************************************************
 OC1472  DESIGNATION -  FRENCH
 OC1472  PID         -  OC1472
 OC1472  STATE/COUNTY-  ME/CUMBERLAND
 OC1472  USGS QUAD   -  FREEPORT (1970)
 OC1472
 OC1472                         *CURRENT SURVEY CONTROL
 OC1472  ___________________________________________________________________
 OC1472* NAD 83(1996)-  43 47 12.12325(N)    070 04 15.34259(W)     ADJUSTED  
 OC1472* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 OC1472  ___________________________________________________________________
 OC1472  LAPLACE CORR-           3.31  (seconds)                    DEFLEC99
 OC1472  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 OC1472
 OC1472  HORZ ORDER  -  THIRD
 OC1472
 OC1472.The horizontal coordinates were established by classical geodetic methods
 OC1472.and adjusted by the National Geodetic Survey in March 1998..
 OC1472
 OC1472.The orthometric height was scaled from a topographic map.
 OC1472
 OC1472.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1472
 OC1472.The geoid height was determined by GEOID03.
 OC1472
 OC1472;                    North         East     Units Scale Factor Converg.
 OC1472;SPC ME W     -   105,918.899   907,705.993   MT  0.99996740   +0 03 58.5
 OC1472;UTM  19      - 4,848,739.900   413,832.038   MT  0.99969132   -0 44 28.0
 OC1472
 OC1472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1472!SPC ME W     -   1.00000395  x   0.99996740  =   0.99997135
 OC1472!UTM  19      -   1.00000395  x   0.99969132  =   0.99969527
 OC1472
 OC1472:                Primary Azimuth Mark                     Grid Az
 OC1472:SPC ME W     -  GOSLING                                  101 13 40.9
 OC1472:UTM  19      -  GOSLING                                  102 02 07.4
 OC1472
 OC1472|---------------------------------------------------------------------|
 OC1472| PID    Reference Object                     Distance      Geod. Az  |
 OC1472|                                                           dddmmss.s |
 OC1472| OC1476 GOSLING                             APPROX. 2.3 KM 1011739.4 |
 OC1472| CE8160 FRENCH RM 1                          30.153 METERS 10444     |
 OC1472| OC1453 HARPSWELL BAPTIST CHURCH SPIRE      APPROX. 5.3 KM 1153958.1 |
 OC1472| CE8161 FRENCH RM 2                           9.090 METERS 35323     |
 OC1472|---------------------------------------------------------------------|
 OC1472
 OC1472                          SUPERSEDED SURVEY CONTROL
 OC1472
 OC1472  NAD 83(1992)-  43 47 12.12151(N)    070 04 15.34260(W) AD(       ) 3
 OC1472  NAD 83(1986)-  43 47 12.12734(N)    070 04 15.34786(W) AD(       ) 3
 OC1472  NAD 27      -  43 47 11.83200(N)    070 04 17.17000(W) AD(       ) 3
 OC1472
 OC1472.Superseded values are not recommended for survey control.
 OC1472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1472.See file dsdata.txt to determine how the superseded data were derived.
 OC1472
 OC1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ1383248740(NAD 83)
 OC1472
 OC1472  HISTORY     - Date     Condition        Report By
 OC1472  HISTORY     - 1933     MONUMENTED       CGS
 OC1472  HISTORY     - 1941     SEE DESCRIPTION  CGS
 OC1472
 OC1472                          STATION DESCRIPTION
 OC1472
 OC1472'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1472'THE STATION IS ON A SMALL WOODED ISLAND ABOUT 50 METERS ACROSS
 OC1472'AND ABOUT 100 METERS NW OF FRENCH ISLAND.  THE STATION IS ON THE
 OC1472'E TIP OF THE ISLAND ON BARE ROCK 3 METERS OUTSIDE OF TREE LINE
 OC1472'AND 2 METERS FROM HIGH-WATER LINE.
 OC1472'
 OC1472'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 OC1472'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 OC1472'
 OC1472'REFERENCE MARK NO. 1 IS E OF THE STATION ON TOP OF LOW MOUND
 OC1472'OF ROCK COVERED AT HIGH TIDE.
 OC1472'
 OC1472'REFERENCE MARK NO. 2 IS N OF THE STATION AT THE SAME DISTANCE
 OC1472'FROM THE TREE LINE.
 OC1472'
 OC1472'HEIGHT OF SIGNAL ABOVE STATION MARK - 3.57 METERS.
 OC1472
 OC1472                          STATION RECOVERY (1941)
 OC1472
 OC1472'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FLP)
 OC1472'RECOVERED AS DESCRIBED IN 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF1124 ***********************************************************************
 SF1124  PACS        -  This is a Primary Airport Control Station.
 SF1124  DESIGNATION -  FRENCH
 SF1124  PID         -  SF1124
 SF1124  STATE/COUNTY-  ME/AROOSTOOK
 SF1124  USGS QUAD   -  MADAWASKA (1986)
 SF1124
 SF1124                         *CURRENT SURVEY CONTROL
 SF1124  ___________________________________________________________________
 SF1124* NAD 83(1996)-  47 17 10.65803(N)    068 19 02.06168(W)     ADJUSTED  
 SF1124* NAVD 88     -       302.04   (meters)     990.9    (feet)  GPS OBS   
 SF1124  ___________________________________________________________________
 SF1124  X           -   1,601,471.916 (meters)                     COMP
 SF1124  Y           -  -4,027,848.476 (meters)                     COMP
 SF1124  Z           -   4,663,617.754 (meters)                     COMP
 SF1124  LAPLACE CORR-           5.45  (seconds)                    DEFLEC99
 SF1124  ELLIP HEIGHT-         278.11  (meters)          (01/07/02) GPS OBS
 SF1124  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 SF1124
 SF1124  HORZ ORDER  -  B
 SF1124  ELLP ORDER  -  FIFTH     CLASS I
 SF1124
 SF1124.This mark is at Northern Aroostook Regional Airport (FVE)
 SF1124
 SF1124.The horizontal coordinates were established by GPS observations
 SF1124.and adjusted by the National Geodetic Survey in July 1997..
 SF1124
 SF1124.The orthometric height was determined by GPS observations and a
 SF1124.high-resolution geoid model.
 SF1124
 SF1124.GPS derived orthometric heights for airport stations designated as
 SF1124.PACS or SACS are published to 2 decimal places.  This maintains
 SF1124.centimeter relative accuracy between the PACS and SACS.  It does
 SF1124.not indicate centimeter accuracy relative to other marks which are
 SF1124.part of the NAVD 88 network.
 SF1124
 SF1124.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SF1124
 SF1124.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF1124
 SF1124.The ellipsoidal height was determined by GPS observations
 SF1124.and is referenced to NAD 83.
 SF1124
 SF1124.The geoid height was determined by GEOID03.
 SF1124
 SF1124;                    North         East     Units Scale Factor Converg.
 SF1124;SPC ME E     -   402,265.272   313,824.235   MT  0.99990235   +0 08 03.4
 SF1124;UTM  19      - 5,237,205.740   551,629.254   MT  0.99963276   +0 30 06.0
 SF1124
 SF1124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF1124!SPC ME E     -   0.99995641  x   0.99990235  =   0.99985876
 SF1124!UTM  19      -   0.99995641  x   0.99963276  =   0.99958919
 SF1124
 SF1124:                Primary Azimuth Mark                     Grid Az
 SF1124:SPC ME E     -  FRENCH AZ MK                             104 45 34.3
 SF1124:UTM  19      -  FRENCH AZ MK                             104 23 31.7
 SF1124
 SF1124|---------------------------------------------------------------------|
 SF1124| PID    Reference Object                     Distance      Geod. Az  |
 SF1124|                                                           dddmmss.s |
 SF1124| SF1125 FRENCH AZ MK                        APPROX. 0.7 KM 1045337.7 |
 SF1124|---------------------------------------------------------------------|
 SF1124
 SF1124                          SUPERSEDED SURVEY CONTROL
 SF1124
 SF1124  ELLIP H (07/24/97)  278.10   (m)                       GP(       ) 1 1
 SF1124  NAD 83(1992)-  47 17 10.65771(N)    068 19 02.06167(W) AD(1995.00) B
 SF1124  ELLIP H (04/19/96)  278.08   (m)                       GP(1995.00) 3 1
 SF1124  NAD 83(1992)-  47 17 10.65337(N)    068 19 02.05753(W) AD(       ) 1
 SF1124  ELLIP H (01/28/95)  278.30   (m)                       GP(       ) 4 2
 SF1124  NAD 83(1986)-  47 17 10.65980(N)    068 19 02.05329(W) AD(       ) 1
 SF1124  NGVD 29 (11/20/87)  302.3    (m)          992.     (f) GPS OBS        
 SF1124
 SF1124.Superseded values are not recommended for survey control.
 SF1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF1124.See file dsdata.txt to determine how the superseded data were derived.
 SF1124
 SF1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN5162937206(NAD 83)
 SF1124_MARKER: DH = HORIZONTAL CONTROL DISK
 SF1124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF1124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SF1124_STAMPING: FRENCH 1985
 SF1124_MARK LOGO: NGS   
 SF1124_MAGNETIC: N = NO MAGNETIC MATERIAL
 SF1124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF1124+STABILITY: SURFACE MOTION
 SF1124_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SF1124+SATELLITE: SATELLITE OBSERVATIONS - June 27, 1996
 SF1124
 SF1124  HISTORY     - Date     Condition        Report By
 SF1124  HISTORY     - 1985     MONUMENTED       NGS
 SF1124  HISTORY     - 19951015 GOOD             CHANCE
 SF1124  HISTORY     - 19960627 GOOD             NGS
 SF1124
 SF1124                          STATION DESCRIPTION
 SF1124
 SF1124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (MRM)
 SF1124'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI)
 SF1124'EAST OF FRENCHVILLE,
 SF1124'8.0 KM (5 MI) SOUTH OF MADAWASKA, AT THE FRENCHVILLE/NORTHERN
 SF1124'AROOSTOOK REGIONAL AIRPORT, NEAR THE NORTHWEST END OF THE
 SF1124'RUNWAY, ON A LOW KNOLL, AT THE WINDSOCK POLE.
 SF1124'OWNERSHIP--NORTHERN AROOSTOOK REGIONAL AIRPORT AUTHORITY, ROLAND
 SF1124'MARTIN - AIRPORT MANAGER, P.O. BOX 88, FRENCHVILLE ME 04745, PHONE
 SF1124'207-543-7322.
 SF1124'
 SF1124'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE
 SF1124'HIGHWAY 162 IN FRENCHVILLE, GO NORTH FOR 1.2 KM (0.75 MI) ON
 SF1124'HIGHWAY 1 TO A PAVED ROAD RIGHT.
 SF1124'TURN RIGHT AND GO NORTHEAST FOR 0.2 KM (0.15 MI) ON THE PAVED ROAD
 SF1124'TO A PAVED ROAD RIGHT.
 SF1124'TURN RIGHT AND GO SOUTHEAST FOR 1.3 KM (0.8 MI) ON THE PAVED ROAD
 SF1124'TO A FORK.  FOLLOW THE LEFT FORK AND GO EAST (UPGRADE) FOR 3.7 KM
 SF1124'(2.3 MI) TO THE END OF ROAD AT A GATE AND TERMINAL BUILDING.  PASS
 SF1124'THROUGH GATE, TURN RIGHT AND GO ABOUT 100 METERS (328 FT) ON A TAXI
 SF1124'STRIP TO THE RUNWAY.
 SF1124'TURN RIGHT AND GO 0.4 KM (0.25 MI) ON THE GRASS TO THE END
 SF1124'OF RUNWAY.  TURN LEFT AND GO SOUTH FOR 0.2 KM (0.1 MI) ACROSS GRASS
 SF1124'TO THE WINDSOCK POLE AND THE STATION.
 SF1124'
 SF1124'THE STATION IS A STANDARD NGS DISK
 SF1124'STAMPED---FRENCH 1985---,
 SF1124'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 SF1124'30 CM IN DIAMETER PROJECTING 2 CM ABOVE GROUND.  LOCATED
 SF1124'60.7 METERS (199 FT) SOUTHWEST FROM THE RUNWAY EDGE (SLOPE
 SF1124'MEASUREMENT),
 SF1124'15.3 METERS (50.2 FT) EAST FROM THE WINDSOCK POLE,
 SF1124'0.5 METERS (1.6 FT) WEST FROM A CARSONITE WITNESS POST AND ABOUT
 SF1124'30 METERS (98 FT) NORTHWEST FROM AND 0.5 METERS (1.6 FT) LOWER THAN
 SF1124'THE HIGH GROUND.
 SF1124'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 SF1124'STAMPED---FRENCH 1985---,
 SF1124'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 SF1124'
 SF1124'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK
 SF1124'STAMPED---FRENCH 1985---,
 SF1124'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 SF1124'30 CM IN DIAMETER PROJECTING 2 CM ABOVE GROUND.  LOCATED
 SF1124'55.9 METERS (183.4 FT) NORTHEAST FROM THE RUNWAY EDGE,
 SF1124'3.5 METERS (11.5 FT) NORTHWEST FROM THE EXTENDED LINE OF TWO RUNWAY
 SF1124'LIGHTS,
 SF1124'0.7 METERS (2.3 FT) SOUTHEAST FROM A CARSONITE WITNESS POST AND
 SF1124'ABOUT
 SF1124'50 METERS (164 FT) SOUTHWEST FROM A LONE TREE NEAR HIGH GROUND.
 SF1124'TO REACH THE AZIMUTH FROM THE SOUTHEAST END OF THE RUNWAY,
 SF1124'GO NORTHWEST FOR 349 METERS (1145 FT) ON THE EAST SIDE OF RUNWAY TO
 SF1124'THE MARK ON THE RIGHT.
 SF1124'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 SF1124'STAMPED---FRENCH 1985---,
 SF1124'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 SF1124'
 SF1124'NO REFERENCE MARKS WERE SET AT THIS TIME.
 SF1124'
 SF1124'FAA AIRPORT SURVEYS, MAINE, OCTOBER-NOVEMBER 1985.
 SF1124'
 SF1124'THIS STATION SUITABLE FOR GPS SURVEYS.
 SF1124'
 SF1124'DESCRIBED BY G.R. HEID.
 SF1124
 SF1124                          STATION RECOVERY (1995)
 SF1124
 SF1124'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (DS)
 SF1124'RECOVERED AS DESCRIBED WITH THE FOLLOWING INFORMATION-  THE STATION IS
 SF1124'DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION (PACS) - MAINE ANA
 SF1124'SURVEYS 1995.
 SF1124
 SF1124                          STATION RECOVERY (1996)
 SF1124
 SF1124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (KRN)
 SF1124'THE STATION IS LOCATED ABOUT 5.6 KM (3.45 MI) EAST OF FRENCHVILLE, 8.0
 SF1124'KM (4.95 MI) SOUTH OF MADAWASKA, AT THE FRENCHVILLE/NORTHERN AROOSTOOK
 SF1124'REGIONAL AIRPORT, NEAR THE NORTHWEST END OF THE RUNWAY, ON A LOW
 SF1124'KNOLL, AT THE WINDSOCK POLE.  OWNERSHIP--NORTHERN AROOSTOOK REGIONAL
 SF1124'AIRPORT AUTHORITY, ROLAND MARTIN - AIRPORT MANAGER, P.O. BOX 88,
 SF1124'FRENCHVILLE ME 04745, PHONE 207-543-7322.  TO REACH THE STATION FROM
 SF1124'THE JUNCTION OF U.S.  HIGHWAY 1 AND STATE HIGHWAY 162 IN FRENCHVILLE,
 SF1124'GO NORTH FOR 1.2 KM (0.75 MI) ON HIGHWAY 1 TO A PAVED ROAD RIGHT.
 SF1124'TURN RIGHT AND GO NORTHEAST FOR 0.2 KM (0.10 MI) ON THE PAVED ROAD TO
 SF1124'A PAVED ROAD RIGHT.  TURN RIGHT AND GO SOUTHEAST FOR 1.3 KM (0.80 MI)
 SF1124'ON THE PAVED ROAD TO A FORK.  FOLLOW THE LEFT FORK AND GO EAST
 SF1124'(UPGRADE) FOR 3.7 KM (2.30 MI) TO THE END OF ROAD AT A GATE AND
 SF1124'TERMINAL BUILDING.  PASS THROUGH GATE, TURN RIGHT AND GO ABOUT 100
 SF1124'METERS (328.1 FT) ON A TAXI STRIP TO THE RUNWAY.  TURN RIGHT AND GO
 SF1124'0.4 KM (0.25 MI) ON THE GRASS TO THE END OF RUNWAY. TURN LEFT AND GO
 SF1124'SOUTH FOR 0.2 KM (0.10 MI) ACROSS GRASS TO THE WINDSOCK POLE AND THE
 SF1124'STATION.  THE STATION IS A STANDARD NGS DISK STAMPED---FRENCH 1985---,
 SF1124'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 SF1124'PROJECTING 2 CM ABOVE GROUND.  LOCATED 60.7 METERS (199.1 FT)
 SF1124'SOUTHWEST FROM THE RUNWAY EDGE (SLOPE MEASUREMENT) , 15.3 METERS (50.2
 SF1124'FT) EAST FROM THE WINDSOCK POLE, 0.5 METERS (1.6 FT) WEST FROM A
 SF1124'CARSONITE WITNESS POST AND ABOUT 30 METERS (98.4 FT) NORTHWEST FROM
 SF1124'AND 0.5 METERS (1.6 FT) LOWER THAN THE HIGH GROUND.  THE UNDERGROUND
 SF1124'MARK IS A STANDARD NGS DISK STAMPED---FRENCH 1985---, SET INTO AN
 SF1124'IRREGULAR MASS OF CONCRETE 1.2 METERS (3.9 FT) BELOW THE SURFACE.
 SF1124'AZIMUTH MARK NO.  1 IS A STANDARD NGS DISK STAMPED---FRENCH 1985---,
 SF1124'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 SF1124'PROJECTING 2 CM ABOVE GROUND. LOCATED 55.9 METERS (183.4 FT) NORTHEAST
 SF1124'FROM THE RUNWAY EDGE, 3.5 METERS (11.5 FT) NORTHWEST FROM THE EXTENDED
 SF1124'LINE OF TWO RUNWAY LIGHTS, 0.7 METERS (2.3 FT) SOUTHEAST FROM A
 SF1124'CARSONITE WITNESS POST AND ABOUT 50 METERS (164.0 FT) SOUTHWEST FROM A
 SF1124'LONE TREE NEAR HIGH GROUND.  TO REACH THE AZIMUTH FROM THE SOUTHEAST
 SF1124'END OF THE RUNWAY, GO NORTHWEST FOR 349 METERS (1145.0 FT) ON THE EAST
 SF1124'SIDE OF RUNWAY TO THE MARK ON THE RIGHT.  THE UNDERGROUND MARK IS A
 SF1124'STANDARD NGS DISK STAMPED---FRENCH 1985---, SET INTO AN IRREGULAR MASS
 SF1124'OF CONCRETE 1.2 METERS (3.9 FT) BELOW THE SURFACE.  NO REFERENCE MARKS
 SF1124'WERE SET AT THIS TIME.  FAA AIRPORT SURVEYS, MAINE, OCTOBER-NOVEMBER
 SF1124'1985.  THIS STATION SUITABLE FOR GPS SURVEYS.  THE STATION IS
 SF1124'DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION (PACS) - MAINE ANA
 SF1124'SURVEYS 1995.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF1125 ***********************************************************************
 SF1125  SACS        -  This is a Secondary Airport Control Station.
 SF1125  DESIGNATION -  FRENCH AZ MK
 SF1125  PID         -  SF1125
 SF1125  STATE/COUNTY-  ME/AROOSTOOK
 SF1125  USGS QUAD   -  MADAWASKA (1986)
 SF1125
 SF1125                         *CURRENT SURVEY CONTROL
 SF1125  ___________________________________________________________________
 SF1125* NAD 83(1996)-  47 17 04.74692(N)    068 18 29.40673(W)     ADJUSTED  
 SF1125* NAVD 88     -       301.69   (meters)     989.8    (feet)  GPS OBS   
 SF1125  ___________________________________________________________________
 SF1125  X           -   1,602,159.062 (meters)                     COMP
 SF1125  Y           -  -4,027,719.313 (meters)                     COMP
 SF1125  Z           -   4,663,493.675 (meters)                     COMP
 SF1125  LAPLACE CORR-           5.46  (seconds)                    DEFLEC99
 SF1125  ELLIP HEIGHT-         277.78  (meters)          (01/07/02) GPS OBS
 SF1125  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 SF1125
 SF1125  HORZ ORDER  -  FIRST
 SF1125  ELLP ORDER  -  FIFTH     CLASS I
 SF1125
 SF1125.This mark is at Northern Aroostook Regional Airport (FVE)
 SF1125
 SF1125.The horizontal coordinates were established by GPS observations
 SF1125.and adjusted by the National Geodetic Survey in July 1997..
 SF1125
 SF1125.The orthometric height was determined by GPS observations and a
 SF1125.high-resolution geoid model.
 SF1125
 SF1125.GPS derived orthometric heights for airport stations designated as
 SF1125.PACS or SACS are published to 2 decimal places.  This maintains
 SF1125.centimeter relative accuracy between the PACS and SACS.  It does
 SF1125.not indicate centimeter accuracy relative to other marks which are
 SF1125.part of the NAVD 88 network.
 SF1125
 SF1125.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SF1125
 SF1125.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF1125
 SF1125.The ellipsoidal height was determined by GPS observations
 SF1125.and is referenced to NAD 83.
 SF1125
 SF1125.The geoid height was determined by GEOID03.
 SF1125
 SF1125;                    North         East     Units Scale Factor Converg.
 SF1125;SPC ME E     -   402,084.390   314,510.812   MT  0.99990259   +0 08 27.4
 SF1125;UTM  19      - 5,237,029.311   552,316.791   MT  0.99963364   +0 30 30.0
 SF1125
 SF1125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF1125!SPC ME E     -   0.99995646  x   0.99990259  =   0.99985906
 SF1125!UTM  19      -   0.99995646  x   0.99963364  =   0.99959012
 SF1125
 SF1125:                Primary Azimuth Mark                     Grid Az
 SF1125:SPC ME E     -  FRENCH                                   284 45 34.3
 SF1125:UTM  19      -  FRENCH                                   284 23 31.7
 SF1125
 SF1125|---------------------------------------------------------------------|
 SF1125| PID    Reference Object                     Distance      Geod. Az  |
 SF1125|                                                           dddmmss.s |
 SF1125| SF1124 FRENCH                              APPROX. 0.7 KM 2845401.7 |
 SF1125|---------------------------------------------------------------------|
 SF1125
 SF1125                          SUPERSEDED SURVEY CONTROL
 SF1125
 SF1125  ELLIP H (07/24/97)  277.77   (m)                       GP(       ) 1 1
 SF1125  NAD 83(1992)-  47 17 04.74660(N)    068 18 29.40671(W) AD(1995.00) 1
 SF1125  ELLIP H (04/19/96)  277.75   (m)                       GP(1995.00) 3 1
 SF1125  NAD 83(1992)-  47 17 04.74215(N)    068 18 29.40251(W) AD(       ) 1
 SF1125  ELLIP H (01/28/95)  277.95   (m)                       GP(       ) 4 2
 SF1125  NAD 83(1986)-  47 17 04.74380(N)    068 18 29.40015(W) AD(       ) 1
 SF1125  NGVD 29 (11/20/87)  301.9    (m)          990.     (f) GPS OBS        
 SF1125
 SF1125.Superseded values are not recommended for survey control.
 SF1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF1125.See file dsdata.txt to determine how the superseded data were derived.
 SF1125
 SF1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN5231737029(NAD 83)
 SF1125_MARKER: DZ = AZIMUTH MARK DISK
 SF1125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF1125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SF1125_STAMPING: FRENCH 1985
 SF1125_MARK LOGO: NGS   
 SF1125_MAGNETIC: N = NO MAGNETIC MATERIAL
 SF1125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF1125+STABILITY: SURFACE MOTION
 SF1125_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SF1125+SATELLITE: SATELLITE OBSERVATIONS - June 27, 1996
 SF1125
 SF1125  HISTORY     - Date     Condition        Report By
 SF1125  HISTORY     - 1985     MONUMENTED       NGS
 SF1125  HISTORY     - 19951015 GOOD             CHANCE
 SF1125  HISTORY     - 19960627 GOOD             NGS
 SF1125
 SF1125                          STATION DESCRIPTION
 SF1125
 SF1125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (MRM)
 SF1125'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI)
 SF1125'EAST OF FRENCHVILLE,
 SF1125'8.0 KM (5 MI) SOUTH OF MADAWASKA, AT THE FRENCHVILLE/NORTHERN
 SF1125'AROOSTOOK REGIONAL AIRPORT, ON A SLIGHT BENCH ALONG THE EAST SIDE
 SF1125'OF THE RUNWAY,
 SF1125'0.3 KM (0.2 MI) NORTHWEST OF THE SOUTHEAST END OF THE RUNWAY.
 SF1125'OWNERSHIP--NORTHERN AROOSTOOK REGIONAL AIRPORT AUTHORITY, ROLAND
 SF1125'MARTIN - AIRPORT MANAGER, P.O. BOX 88, FRENCHVILLE ME 04745, PHONE
 SF1125'207-543-7322.
 SF1125'
 SF1125'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE
 SF1125'HIGHWAY 162 IN FRENCHVILLE, GO NORTH FOR 1.2 KM (0.75 MI) ON
 SF1125'HIGHWAY 1 TO A PAVED ROAD RIGHT.
 SF1125'TURN RIGHT AND GO NORTHEAST FOR 0.2 KM (0.15 MI) ON THE PAVED ROAD
 SF1125'TO A PAVED ROAD RIGHT.
 SF1125'TURN RIGHT AND GO SOUTHEAST FOR 1.3 KM (0.8 MI) ON THE PAVED ROAD
 SF1125'TO A FORK.  FOLLOW THE LEFT FORK AND GO EAST (UPGRADE) FOR 3.7 KM
 SF1125'(2.3 MI) TO THE END OF ROAD AT THE TERMINAL BUILDING AND A GATE TO
 SF1125'THE TARMAC.  PASS THROUGH GATE, THEN BEAR RIGHT FOR ABOUT 100
 SF1125'METERS (328 FT) TO THE RUNWAY.  TURN LEFT AND GO SOUTHEAST FOR 0.2
 SF1125'KM (0.1 MI) ON THE GRASS ALONG RUNWAY TO A TAXI STRIP.  CONTINUE
 SF1125'AHEAD FOR 0.3 KM (0.2 MI) TO THE STATION ON THE LEFT.
 SF1125'
 SF1125'THE STATION IS A STANDARD NGS DISK
 SF1125'STAMPED---FRENCH 1985---,
 SF1125'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 SF1125'30 CM IN DIAMETER PROJECTING 2 CM ABOVE GROUND.  LOCATED
 SF1125'55.9 METERS (183.4 FT) NORTHEAST FROM THE RUNWAY EDGE,
 SF1125'3.5 METERS (11.5 FT) NORTHWEST FROM THE EXTENDED LINE OF TWO RUNWAY
 SF1125'LIGHTS,
 SF1125'0.7 METERS (2.3 FT) SOUTHEAST FROM A CARSONITE WITNESS POST, ABOUT
 SF1125'50 METERS (164 FT) SOUTHWEST OF A LONE TREE NEAR HIGH GROUND AND
 SF1125'349 METERS (1145 FT) ALONG THE RUNWAY FROM THE SOUTHEAST END OF THE
 SF1125'RUNWAY.
 SF1125'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 SF1125'STAMPED---FRENCH 1985---,
 SF1125'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 SF1125'
 SF1125'FAA AIRPORT SITES, MAINE, OCTOBER-NOVEMBER 1985.
 SF1125'
 SF1125'THIS STATION SUITABLE FOR GPS SURVEYS.
 SF1125'
 SF1125'DESCRIBED BY G.R. HEID.
 SF1125
 SF1125                          STATION RECOVERY (1995)
 SF1125
 SF1125'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (DS)
 SF1125'RECOVERED AS DESCRIBED WITH THE FOLLOWING INFORMATION-  THE STATION IS
 SF1125'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION (SACS) - MAINE ANA
 SF1125'SURVEYS 1995.
 SF1125
 SF1125                          STATION RECOVERY (1996)
 SF1125
 SF1125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (KNR)
 SF1125'THE STATION IS LOCATED ABOUT 5.6 KM (3.45 MI) EAST OF FRENCHVILLE, 8.0
 SF1125'KM (4.95 MI) SOUTH OF MADAWASKA, AT THE FRENCHVILLE/NORTHERN AROOSTOOK
 SF1125'REGIONAL AIRPORT, ON A SLIGHT BENCH ALONG THE EAST SIDE OF THE RUNWAY,
 SF1125'0.3 KM (0.20 MI) NORTHWEST OF THE SOUTHEAST END OF THE RUNWAY.
 SF1125'OWNERSHIP--NORTHERN AROOSTOOK REGIONAL AIRPORT AUTHORITY, ROLAND
 SF1125'MARTIN - AIRPORT MANAGER, P.O.  BOX 88, FRENCHVILLE ME 04745, PHONE
 SF1125'207-543-7322.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 SF1125'1 AND STATE HIGHWAY 162 IN FRENCHVILLE, GO NORTH FOR 1.2 KM (0.75 MI)
 SF1125'ON HIGHWAY 1 TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO NORTHEAST FOR
 SF1125'0.2 KM (0.10 MI) ON THE PAVED ROAD TO A PAVED ROAD RIGHT.  TURN RIGHT
 SF1125'AND GO SOUTHEAST FOR 1.3 KM (0.80 MI) ON THE PAVED ROAD TO A FORK.
 SF1125'FOLLOW THE LEFT FORK AND GO EAST (UPGRADE) FOR 3.7 KM (2.30 MI) TO THE
 SF1125'END OF ROAD AT THE TERMINAL BUILDING AND A GATE TO THE TARMAC.  PASS
 SF1125'THROUGH GATE, THEN BEAR RIGHT FOR ABOUT 100 METERS (328.1 FT) TO THE
 SF1125'RUNWAY.  TURN LEFT AND GO SOUTHEAST FOR 0.2 KM (0.10 MI) ON THE GRASS
 SF1125'ALONG RUNWAY TO A TAXI STRIP.  CONTINUE AHEAD FOR 0.3 KM (0.20 MI) TO
 SF1125'THE STATION ON THE LEFT.  THE STATION IS A STANDARD NGS DISK
 SF1125'STAMPED---FRENCH 1985---, SET INTO THE TOP OF A ROUND CONCRETE
 SF1125'MONUMENT 30 CM IN DIAMETER PROJECTING 2 CM ABOVE GROUND.  LOCATED 55.9
 SF1125'METERS (183.4 FT) NORTHEAST FROM THE RUNWAY EDGE, 3.5 METERS (11.5 FT)
 SF1125'NORTHWEST FROM THE EXTENDED LINE OF TWO RUNWAY LIGHTS, 0.7 METERS (2.3
 SF1125'FT) SOUTHEAST FROM A CARSONITE WITNESS POST, ABOUT 50 METERS (164.0
 SF1125'FT) SOUTHWEST OF A LONE TREE NEAR HIGH GROUND AND 349 METERS (1145.0
 SF1125'FT) ALONG THE RUNWAY FROM THE SOUTHEAST END OF THE RUNWAY.  THE
 SF1125'UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED---FRENCH 1985---, SET
 SF1125'INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS (3.9 FT) BELOW THE
 SF1125'SURFACE.  FAA AIRPORT SITES, MAINE, OCTOBER-NOVEMBER 1985.  THIS
 SF1125'STATION SUITABLE FOR GPS SURVEYS.THE STATION IS DESIGNATED AS A
 SF1125'SECONDARY AIRPORT CONTROL STATION (SACS) - MAINE ANA SURVEYS 1995.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0347 ***********************************************************************
 OB0347  DESIGNATION -  FRIENDSHIP WHITE CHURCH SPIRE
 OB0347  PID         -  OB0347
 OB0347  STATE/COUNTY-  ME/KNOX
 OB0347  USGS QUAD   -  FRIENDSHIP (1973)
 OB0347
 OB0347                         *CURRENT SURVEY CONTROL
 OB0347  ___________________________________________________________________
 OB0347* NAD 83(1996)-  43 59 08.64307(N)    069 19 49.17617(W)     ADJUSTED  
 OB0347* NAVD 88     -                                                        
 OB0347  ___________________________________________________________________
 OB0347  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 OB0347  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 OB0347
 OB0347  HORZ ORDER  -  THIRD
 OB0347
 OB0347.The horizontal coordinates were established by classical geodetic methods
 OB0347.and adjusted by the National Geodetic Survey in March 1998..
 OB0347
 OB0347
 OB0347.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0347
 OB0347.The geoid height was determined by GEOID03.
 OB0347
 OB0347;                    North         East     Units Scale Factor Converg.
 OB0347;SPC ME E     -    35,782.868   233,393.275   MT  0.99995455   -0 34 36.0
 OB0347;SPC ME W     -   128,368.383   967,093.566   MT  1.00002201   +0 34 51.0
 OB0347;UTM  19      - 4,870,341.402   473,509.999   MT  0.99960863   -0 13 45.9
 OB0347
 OB0347                          SUPERSEDED SURVEY CONTROL
 OB0347
 OB0347  NAD 83(1992)-  43 59 08.64700(N)    069 19 49.16059(W) AD(       ) 4
 OB0347  NAD 83(1986)-  43 59 08.65155(N)    069 19 49.16712(W) AD(       ) 4
 OB0347  NAD 27      -  43 59 08.35000(N)    069 19 50.98000(W) AD(       ) 3
 OB0347
 OB0347.Superseded values are not recommended for survey control.
 OB0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0347.See file dsdata.txt to determine how the superseded data were derived.
 OB0347
 OB0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ7351070341(NAD 83)
 OB0347
 OB0347  HISTORY     - Date     Condition        Report By
 OB0347  HISTORY     - 1934     MONUMENTED       CGS
 OB0347  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OB0347  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OB0347
 OB0347                          STATION DESCRIPTION
 OB0347
 OB0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0347'THE CENTER OF THE TALL, WHITE CHURCH SPIRE IN THE TOWN OF
 OB0347'FRIENDSHIP.  THIS IS THE ONLY PROMINENT SPIRE IN THE VICINITY.
 OB0347
 OB0347                          STATION RECOVERY (1943)
 OB0347
 OB0347'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 OB0347'THIS STATION WAS RECOVERED AS DESCRIBED WITH THE FOLLOWING
 OB0347'ADDITIONS--
 OB0347'
 OB0347'THE CHURCH IS KNOWN AS THE CHRISTIAN ADVENT CHURCH.  THE SPIRE
 OB0347'IS SITUATED IN THE CENTER OF THE NW END OF THE CHURCH.
 OB0347
 OB0347                          STATION RECOVERY (1953)
 OB0347
 OB0347'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (PT)
 OB0347'STATION WAS RECOVERED IN GOOD CONDITION.  THE PUBLISHED
 OB0347'DESCRIPTION IS ADEQUATE AND CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0628 ***********************************************************************
 PD0628  DESIGNATION -  FROM
 PD0628  PID         -  PD0628
 PD0628  STATE/COUNTY-  ME/WASHINGTON
 PD0628  USGS QUAD   -  WHITING (1977)
 PD0628
 PD0628                         *CURRENT SURVEY CONTROL
 PD0628  ___________________________________________________________________
 PD0628* NAD 83(1996)-  44 50 53.05787(N)    067 08 29.96699(W)     ADJUSTED  
 PD0628* NAVD 88     -         5.7    (meters)      19.     (feet)  VERTCON   
 PD0628  ___________________________________________________________________
 PD0628  LAPLACE CORR-           4.63  (seconds)                    DEFLEC99
 PD0628  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 PD0628
 PD0628  HORZ ORDER  -  THIRD
 PD0628
 PD0628.The horizontal coordinates were established by classical geodetic methods
 PD0628.and adjusted by the National Geodetic Survey in March 1998..
 PD0628
 PD0628.The NAVD 88 height was computed by applying the VERTCON shift value to
 PD0628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PD0628
 PD0628.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0628
 PD0628.The geoid height was determined by GEOID03.
 PD0628
 PD0628;                    North         East     Units Scale Factor Converg.
 PD0628;SPC ME E     -   132,159.049   407,373.000   MT  1.00004172   +0 57 28.9
 PD0628;UTM  19      - 4,967,753.126   646,852.544   MT  0.99986519   +1 18 38.8
 PD0628
 PD0628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0628!SPC ME E     -   1.00000264  x   1.00004172  =   1.00004436
 PD0628!UTM  19      -   1.00000264  x   0.99986519  =   0.99986783
 PD0628
 PD0628                          SUPERSEDED SURVEY CONTROL
 PD0628
 PD0628  NAD 83(1992)-  44 50 53.04813(N)    067 08 29.96798(W) AD(       ) 3
 PD0628  NAD 83(1986)-  44 50 53.04742(N)    067 08 29.96754(W) AD(       ) 3
 PD0628  NGVD 29 (09/20/87)    5.9    (m)           19.     (f) VERT ANG       
 PD0628
 PD0628.Superseded values are not recommended for survey control.
 PD0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0628.See file dsdata.txt to determine how the superseded data were derived.
 PD0628
 PD0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK4685367753(NAD 83)
 PD0628_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PD0628_SETTING: 66 = SET IN ROCK OUTCROP
 PD0628_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 PD0628_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0628_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0628+STABILITY: POSITION/ELEVATION WELL
 PD0628
 PD0628  HISTORY     - Date     Condition        Report By
 PD0628  HISTORY     - UNK      MONUMENTED
 PD0628  HISTORY     - 1986     GOOD             NOS
 PD0628
 PD0628                          STATION DESCRIPTION
 PD0628
 PD0628'DESCRIBED BY NATIONAL OCEAN SERVICE 1986 (JGF)
 PD0628'THE STATION IS LOCATED ON BAR ISLAND, WHITING BAY, ABOUT 8.0 MILES
 PD0628'SOUTHWEST OF EASTPORT.
 PD0628'
 PD0628'TO REACH STATION, GO BY BOAT FROM EASTPORT.
 PD0628'
 PD0628'THE STATION IS A STANDARD C+GS TOPO DISK STAMPED---FROM 1946---,SET
 PD0628'INTO A DRILL HOLE IN BEDROCK.
 PD0628'IT IS LOCATED,
 PD0628'ON THE WEST POINT OF BAR ISLAND ABOUT 10.0 METERS (32.8FT) EAST
 PD0628'OF MHWL.
 PD0628'
 PD0628'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 PD0628'DESCRIBED BY P.B.W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2358 ***********************************************************************
 OC2358  DESIGNATION -  FROST
 OC2358  PID         -  OC2358
 OC2358  STATE/COUNTY-  ME/YORK
 OC2358  USGS QUAD   -  DOVER EAST (1988)
 OC2358
 OC2358                         *CURRENT SURVEY CONTROL
 OC2358  ___________________________________________________________________
 OC2358* NAD 83(1996)-  43 09 44.70202(N)    070 47 22.56263(W)     ADJUSTED  
 OC2358* NAVD 88     -        94.7    (meters)     311.     (feet)  VERTCON   
 OC2358  ___________________________________________________________________
 OC2358  LAPLACE CORR-           3.75  (seconds)                    DEFLEC99
 OC2358  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 OC2358
 OC2358  HORZ ORDER  -  SECOND
 OC2358
 OC2358.The horizontal coordinates were established by classical geodetic methods
 OC2358.and adjusted by the National Geodetic Survey in March 1998..
 OC2358
 OC2358.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2358
 OC2358.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2358
 OC2358.The geoid height was determined by GEOID03.
 OC2358
 OC2358;                    North         East     Units Scale Factor Converg.
 OC2358;SPC ME W     -    36,745.987   849,340.971   MT  0.99999822   -0 25 34.1
 OC2358;SPC NH       -    73,958.573   371,325.953   MT  1.00002923   +0 35 60.0
 OC2358;SPC NH       -   242,645.75  1,218,258.56   sFT  1.00002923   +0 35 60.0
 OC2358;UTM  19      - 4,780,405.716   354,515.829   MT  0.99986037   -1 13 27.9
 OC2358
 OC2358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2358!SPC ME W     -   0.99998934  x   0.99999822  =   0.99998756
 OC2358!SPC NH       -   0.99998934  x   1.00002923  =   1.00001857
 OC2358!UTM  19      -   0.99998934  x   0.99986037  =   0.99984971
 OC2358
 OC2358:                Primary Azimuth Mark                     Grid Az
 OC2358:SPC ME W     -  THIRD HILL                               030 20 18.1
 OC2358:SPC NH       -  THIRD HILL                               029 18 44.0
 OC2358:UTM  19      -  THIRD HILL                               031 08 11.9
 OC2358
 OC2358|---------------------------------------------------------------------|
 OC2358| PID    Reference Object                     Distance      Geod. Az  |
 OC2358|                                                           dddmmss.s |
 OC2358| OC2363 THIRD HILL                          APPROX. 1.5 KM 0295444.0 |
 OC2358| OC2387 FROST 1908 A PT                      10.396 METERS 07929     |
 OC2358| CE8162 FROST RM 1                            9.153 METERS 13657     |
 OC2358| CE8163 FROST RM 2                           24.854 METERS 27142     |
 OC2358|---------------------------------------------------------------------|
 OC2358
 OC2358                          SUPERSEDED SURVEY CONTROL
 OC2358
 OC2358  NAD 83(1992)-  43 09 44.70110(N)    070 47 22.56271(W) AD(       ) 2
 OC2358  NAD 83(1986)-  43 09 44.70531(N)    070 47 22.56878(W) AD(       ) 2
 OC2358  NAD 27      -  43 09 44.39200(N)    070 47 24.37000(W) AD(       ) 2
 OC2358  NGVD 29 (07/19/86)   94.9    (m)          311.     (f) VERT ANG       
 OC2358
 OC2358.Superseded values are not recommended for survey control.
 OC2358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2358.See file dsdata.txt to determine how the superseded data were derived.
 OC2358
 OC2358_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH5451680406(NAD 83)
 OC2358
 OC2358  HISTORY     - Date     Condition        Report By
 OC2358  HISTORY     - 1908     MONUMENTED       CGS
 OC2358  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OC2358  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OC2358  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 OC2358
 OC2358                          STATION DESCRIPTION
 OC2358
 OC2358'DESCRIBED BY COAST AND GEODETIC SURVEY 1908 (OBF)
 OC2358'STATION IS ON THE TOP OF THE HIGH HILL JUST N OF THE ROSEMARY
 OC2358'JUNCTION OF A.S.L. RAILWAY, (ELECTRIC) ON THE ROAD FROM
 OC2358'PORTSMOUTH TO DOVER AND SOUTH BERWICK, JUST N OF THE BOSTON
 OC2358'AND MAINE RAILROAD STATION ELIOT.  THE TRIANGULATION STATION
 OC2358'IS MARKED BY A 1/2-INCH DRILL HOLE IN A ROCK SOME 10 FEET OR
 OC2358'MORE S OF THE HIGHEST PART OF THE HILL AND 14 METERS (PACED)
 OC2358'E OF A FENCE WHICH CROSSES THE TOP OF THE HILL.  THIS ROCK IS
 OC2358'JUST FLUSH WITH THE SURFACE OF THE GROUND AND THE DRILL HOLE
 OC2358'IS ON THE NW EDGE AND NOT EASILY SEEN.  THIS IS THE ONLY ROCK
 OC2358'IN THE IMMEDIATE NEIGHBORHOOD, HENCE WILL BE EASILY FOUND.
 OC2358'THERE IS A PINE GROVE ON THE W SIDE OF THE HILL CUTTING OUT ALL
 OC2358'OBJECTS IN THAT DIRECTION.  THE S AND E SIDES OF THE HILL
 OC2358'AND THE SUMMIT ARE ENTIRELY FREE FROM BRUSH AND TIMBER.  THE
 OC2358'STATION IS REACHED BEST BY GOING ALMOST DIRECTLY UP FROM THE
 OC2358'ELECTRIC RAILWAY STATION.  KEEP TO THE RIGHT OF THE FIRST
 OC2358'HOUSE AND TO THE LEFT OF THE SECOND, GOING THROUGH AN
 OC2358'ORCHARD AFTER CROSSING THE E AND W ROAD THENCE TO THE RIDGE ON
 OC2358'THE LEFT AND UP THIS RIDGE ALONG A WELL-WORN TRAIL TO THE
 OC2358'SUMMIT.  A WAGON CAN BE DRIVEN ONTO THIS RIDGE BY COMING IN
 OC2358'FROM THE W SIDE.
 OC2358
 OC2358                          STATION RECOVERY (1943)
 OC2358
 OC2358'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 OC2358'STATION RECOVERED IN GOOD CONDITION AND DESCRIPTION FOUND
 OC2358'COMPLETE, CORRECT, AND ADEQUATE WITH THE FOLLOWING EXCEPTIONS--
 OC2358'
 OC2358'1.  DELETE THE HIGH HILL AND ADD GREAT HILL.
 OC2358'
 OC2358'2.  ADD NEAR DWELLING OF HARRY H. TREMONT TO END OF SENTENCE
 OC2358'ENDING BOSTON AND MAINE RAILROAD STATION AT ELIOT, NEAR
 OC2358'DWELLING, ETC.
 OC2358
 OC2358                          STATION RECOVERY (1953)
 OC2358
 OC2358'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (PT)
 OC2358'STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 OC2358'IS ADEQUATE WITH THE FOLLOWING EXCEPTIONS AND ADDITIONS--
 OC2358'
 OC2358'THE RAILROAD STATION AT ELIOT HAS BEEN RAZED.
 OC2358'
 OC2358'STATION IS LOCATED ON GREAT HILL, IN THE W PORTION OF A
 OC2358'CLEARING, ON THE TOP OF THE HILL THAT RUNS IN A E-W DIRECTION,
 OC2358'AND ABOUT 1000 FT. NE OF THE HOME OF ADM. KNOWLES.
 OC2358'
 OC2358'TO REACH THE STATION FROM THE BRIDGE OVER THE PISCATAQUA
 OC2358'RIVER AT PORTSMOUTH, PROCEED N ON U.S. HIGHWAY 1 FOR 2.2 MI.,
 OC2358'TURN LEFT (W) ON ROUTE 101 AND PROCEED FOR 5.1 MI. TO A
 OC2358'Y-INTERSECTION, PROCEED STRAIGHT FOR 0.25 MI. TO THE HOME OF
 OC2358'ADM. KNOWLES ON THE RIGHT AND THE STATION ON THE HIGH HILL
 OC2358'TO THE NE.
 OC2358
 OC2358                          STATION RECOVERY (1988)
 OC2358
 OC2358'RECOVERY NOTE BY US POWER SQUADRON 1988 (RSR)
 OC2358'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0875 ***********************************************************************
 QF0875  DESIGNATION -  FROSTFIELD
 QF0875  PID         -  QF0875
 QF0875  STATE/COUNTY-  ME/WASHINGTON
 QF0875  USGS QUAD   -  CALAIS (1977)
 QF0875
 QF0875                         *CURRENT SURVEY CONTROL
 QF0875  ___________________________________________________________________
 QF0875* NAD 83(1996)-  45 07 40.33415(N)    067 20 10.20674(W)     ADJUSTED  
 QF0875* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 QF0875  ___________________________________________________________________
 QF0875  LAPLACE CORR-           4.84  (seconds)                    DEFLEC99
 QF0875  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 QF0875
 QF0875  HORZ ORDER  -  THIRD
 QF0875
 QF0875.The horizontal coordinates were established by classical geodetic methods
 QF0875.and adjusted by the National Geodetic Survey in March 1998..
 QF0875
 QF0875.The orthometric height was scaled from a topographic map.
 QF0875
 QF0875.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0875
 QF0875.The geoid height was determined by GEOID03.
 QF0875
 QF0875;                    North         East     Units Scale Factor Converg.
 QF0875;SPC ME E     -   163,011.743   391,550.915   MT  1.00000303   +0 49 29.4
 QF0875;UTM  19      - 4,998,501.910   630,843.307   MT  0.99981051   +1 10 45.5
 QF0875
 QF0875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0875!SPC ME E     -   1.00000133  x   1.00000303  =   1.00000436
 QF0875!UTM  19      -   1.00000133  x   0.99981051  =   0.99981184
 QF0875
 QF0875|---------------------------------------------------------------------|
 QF0875| PID    Reference Object                     Distance      Geod. Az  |
 QF0875|                                                           dddmmss.s |
 QF0875| QF0874 COVE IBC 1910                       112.985 METERS 01314     |
 QF0875| QF0873 ABBOTT IBC                          467.401 METERS 0415624.5 |
 QF0875| CE8861 FROSTFIELD RM 1                       3.744 METERS 13726     |
 QF0875| CE8862 FROSTFIELD RM 2                       5.665 METERS 21226     |
 QF0875| QF0916 HAYWOOD                             364.656 METERS 22256     |
 QF0875| QF0876 WILL IBC                            374.675 METERS 23306     |
 QF0875|---------------------------------------------------------------------|
 QF0875
 QF0875                          SUPERSEDED SURVEY CONTROL
 QF0875
 QF0875  NAD 83(1992)-  45 07 40.32903(N)    067 20 10.20515(W) AD(       ) 3
 QF0875  NAD 83(1986)-  45 07 40.33129(N)    067 20 10.21020(W) AD(       ) 3
 QF0875  NAD 27      -  45 07 40.05800(N)    067 20 12.25100(W) AD(       ) 3
 QF0875
 QF0875.Superseded values are not recommended for survey control.
 QF0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0875.See file dsdata.txt to determine how the superseded data were derived.
 QF0875
 QF0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK3084398502(NAD 83)
 QF0875_MARKER: DH = HORIZONTAL CONTROL DISK
 QF0875_SETTING: 80 = SET IN A BOULDER
 QF0875_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF0875
 QF0875  HISTORY     - Date     Condition        Report By
 QF0875  HISTORY     - 1910     MONUMENTED       IBC
 QF0875
 QF0875                          STATION DESCRIPTION
 QF0875
 QF0875'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JEM)
 QF0875'ON THE S BANK OF THE ST CROIX RIVER, ABOUT 1 MILE ABOVE BARING, ON
 QF0875'FROSTFIELD POINT, WHICH IS THE FIRST POINT ON THE S SIDE OF THE
 QF0875'RIVER ABOVE THE LARGE ISLAND FIRST ABOVE BARING, SOMETIMES KNOWN AS
 QF0875'MARPOLE ISLAND.  THE STATION IS AT THE SHORELINE ABOUT 40 METERS
 QF0875'FROM THE UPPER CRIB OF THE BOOM ACROSS THE UNITED STATES CHANNEL OF
 QF0875'THE RIVER.
 QF0875'
 QF0875'STATION MARK IS A C AND GS BRONZE DISK SET IN A DRILL HOLE IN AN
 QF0875'EXPOSED BOULDER NEARLY FLUSH WITH THE GROUND.  A HOLE IN AN EXPOSED
 QF0875'BOULDER NEARLY FLUSH WITH THE GROUND.  A CROSS WITHIN A TRIANGLE IS
 QF0875'CUT IN A ROCK S 42 DEGREES 34 MINUTES E, 3.74 METERS FROM THE
 QF0875'STATION AND A LIKE MARK IS CUT IN A ROCK S 32 DEGREES 26 MINUTES W,
 QF0875'5.66 METER FROM THE STATION.  A THIRD CROSS WAS CUT ON A ROCK
 QF0875'RIVERWARD FROM THE STATION SOME 3 METERS DISTANT, BUT IT IS FREQUENTLY
 QF0875'COVERED BY WATER AND THE DISTANCE TO IT WAS NOT MEASURED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2359 ***********************************************************************
 OC2359  DESIGNATION -  FROSTS HILL 1851
 OC2359  PID         -  OC2359
 OC2359  STATE/COUNTY-  ME/YORK
 OC2359  USGS QUAD   -  DOVER EAST (1988)
 OC2359
 OC2359                         *CURRENT SURVEY CONTROL
 OC2359  ___________________________________________________________________
 OC2359* NAD 83(1996)-  43 09 44.72890(N)    070 47 22.07292(W)     ADJUSTED  
 OC2359* NAVD 88     -        91.     (meters)     299.     (feet)  SCALED    
 OC2359  ___________________________________________________________________
 OC2359  LAPLACE CORR-           3.75  (seconds)                    DEFLEC99
 OC2359  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 OC2359
 OC2359  HORZ ORDER  -  THIRD
 OC2359
 OC2359.The horizontal coordinates were established by classical geodetic methods
 OC2359.and adjusted by the National Geodetic Survey in March 1998..
 OC2359
 OC2359.The orthometric height was scaled from a topographic map.
 OC2359
 OC2359.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2359
 OC2359.The geoid height was determined by GEOID03.
 OC2359
 OC2359;                    North         East     Units Scale Factor Converg.
 OC2359;SPC ME W     -    36,746.734   849,352.039   MT  0.99999821   -0 25 33.8
 OC2359;SPC NH       -    73,959.518   371,337.007   MT  1.00002924   +0 36 00.3
 OC2359;SPC NH       -   242,648.85  1,218,294.83   sFT  1.00002924   +0 36 00.3
 OC2359;UTM  19      - 4,780,406.309   354,526.905   MT  0.99986033   -1 13 27.6
 OC2359
 OC2359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2359!SPC ME W     -   0.99998995  x   0.99999821  =   0.99998816
 OC2359!SPC NH       -   0.99998995  x   1.00002924  =   1.00001919
 OC2359!UTM  19      -   0.99998995  x   0.99986033  =   0.99985028
 OC2359
 OC2359:                Primary Azimuth Mark                     Grid Az
 OC2359:SPC ME W     -  STRATHAM                                 211 25 43.0
 OC2359:SPC NH       -  STRATHAM                                 210 24 08.9
 OC2359:UTM  19      -  STRATHAM                                 212 13 36.8
 OC2359
 OC2359|---------------------------------------------------------------------|
 OC2359| PID    Reference Object                     Distance      Geod. Az  |
 OC2359|                                                           dddmmss.s |
 OC2359| OC2485 STRATHAM                            APPROX.15.9 KM 2110009.2 |
 OC2359|---------------------------------------------------------------------|
 OC2359
 OC2359                          SUPERSEDED SURVEY CONTROL
 OC2359
 OC2359  NAD 83(1992)-  43 09 44.72818(N)    070 47 22.07286(W) AD(       ) 3
 OC2359  NAD 83(1986)-  43 09 44.73216(N)    070 47 22.07899(W) AD(       ) 3
 OC2359  NAD 27      -  43 09 44.42100(N)    070 47 23.88300(W) AD(       ) 3
 OC2359
 OC2359.Superseded values are not recommended for survey control.
 OC2359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2359.See file dsdata.txt to determine how the superseded data were derived.
 OC2359
 OC2359_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH5452780406(NAD 83)
 OC2359
 OC2359  HISTORY     - Date     Condition        Report By
 OC2359  HISTORY     - 1851     MONUMENTED       CGS
 OC2359  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OC2359
 OC2359                          STATION DESCRIPTION
 OC2359
 OC2359'DESCRIBED BY COAST AND GEODETIC SURVEY 1851 (TJC)
 OC2359'STATION IS ON THE HIGH HILL OF THAT NAME LOCATED ABOUT 1-1/2
 OC2359'MILES E OF PISCATAQUA RIVER, 6 MILES N OF PORTSMOUTH, 5 MILES
 OC2359'SE OF DOVER, AND 3/4 MILE NE BY E OF ELIOT STATION OF THE
 OC2359'BOSTON AND MAINE RAILROAD.
 OC2359'
 OC2359'THE STATION IS ON THE SUMMIT OF THE HILL AND THE MARK IS A
 OC2359'DRILL HOLE IN A BRICK BURIED BELOW THE SURFACE WITH A ROD
 OC2359'PROJECTING ABOVE THE GROUND.
 OC2359'
 OC2359'THE ROAD FROM KITTERY TO DOVER PASSES ABOUT 1/4 MILE TO THE
 OC2359'WESTWARD OF THE STATION.
 OC2359
 OC2359                          STATION RECOVERY (1943)
 OC2359
 OC2359'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 OC2359'STATION WAS NOT RECOVERED.  ONE HOUR WAS SPENT IN TRYING TO
 OC2359'LOCATE THIS STATION.
 OC2359'
 OC2359'IT IS RECOMMENDED THAT THIS STATION BE CLASSIFIED AS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2557 ***********************************************************************
 OC2557  DESIGNATION -  FROSTY 1976
 OC2557  PID         -  OC2557
 OC2557  STATE/COUNTY-  ME/YORK
 OC2557  USGS QUAD   -  SOMERSWORTH (1998)
 OC2557
 OC2557                         *CURRENT SURVEY CONTROL
 OC2557  ___________________________________________________________________
 OC2557* NAD 83(1996)-  43 17 57.96949(N)    070 45 36.84205(W)     ADJUSTED  
 OC2557* NAVD 88     -        58.3    (meters)     191.     (feet)  VERTCON   
 OC2557  ___________________________________________________________________
 OC2557  LAPLACE CORR-           3.25  (seconds)                    DEFLEC99
 OC2557  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 OC2557
 OC2557  HORZ ORDER  -  SECOND
 OC2557
 OC2557.The horizontal coordinates were established by classical geodetic methods
 OC2557.and adjusted by the National Geodetic Survey in March 1998..
 OC2557
 OC2557.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2557
 OC2557.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2557
 OC2557.The geoid height was determined by GEOID03.
 OC2557
 OC2557;                    North         East     Units Scale Factor Converg.
 OC2557;SPC ME W     -    51,950.591   851,837.198   MT  0.99999519   -0 24 25.5
 OC2557;UTM  19      - 4,795,571.877   357,223.534   MT  0.99985076   -1 12 26.6
 OC2557
 OC2557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2557!SPC ME W     -   0.99999504  x   0.99999519  =   0.99999023
 OC2557!UTM  19      -   0.99999504  x   0.99985076  =   0.99984580
 OC2557
 OC2557|---------------------------------------------------------------------|
 OC2557| PID    Reference Object                     Distance      Geod. Az  |
 OC2557|                                                           dddmmss.s |
 OC2557| OC2558 FROSTY RM 1 1976                     20.131 METERS 20735     |
 OC2557| OC2560 FROSTY 1976 AZ MK A PT              258.893 METERS 26841     |
 OC2557| OC2559 FROSTY RM 2 1976                     15.769 METERS 27318     |
 OC2557| OC2561 FROSTY AZ MK 1976                   287.526 METERS 27338     |
 OC2557| OC2536 BAUNEG                              APPROX. 9.6 KM 3480229.9 |
 OC2557|---------------------------------------------------------------------|
 OC2557
 OC2557                          SUPERSEDED SURVEY CONTROL
 OC2557
 OC2557  NAD 83(1992)-  43 17 57.96755(N)    070 45 36.84339(W) AD(       ) 2
 OC2557  NAD 83(1986)-  43 17 57.97437(N)    070 45 36.85014(W) AD(       ) 2
 OC2557  NAD 27      -  43 17 57.67172(N)    070 45 38.64568(W) AD(       ) 2
 OC2557  NGVD 29 (07/19/86)   58.5    (m)          192.     (f) VERT ANG       
 OC2557
 OC2557.Superseded values are not recommended for survey control.
 OC2557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2557.See file dsdata.txt to determine how the superseded data were derived.
 OC2557
 OC2557_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH5722495572(NAD 83)
 OC2557_MARKER: DS = TRIANGULATION STATION DISK
 OC2557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC2557_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC2557
 OC2557  HISTORY     - Date     Condition        Report By
 OC2557  HISTORY     - 1976     MONUMENTED       NGS
 OC2557
 OC2557                          STATION DESCRIPTION
 OC2557
 OC2557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2557'THE STATION IS LOCATED ABOUT 1.5 MILES WEST OF NORTH
 OC2557'BERWICK, 5 MILES NORTHEAST OF SOUTH BERWICK AND 6 MILES
 OC2557'SOUTH-SOUTHEAST OF BAUNEG MOUNTAIN.
 OC2557'
 OC2557'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 4
 OC2557'AND 9 IN NORTH BERWICK, GO SOUTHEASTERLY ON ROUTES 4 AND 9
 OC2557'FOR 0.45 MILE TO A POINT WHERE ROUTES 4 AND 9 SPLIT,
 OC2557'HERE TURN RIGHT, AND GO WESTERLY ON ROUTE 9 FOR 0.95
 OC2557'MILE TO THE STATION ON THE RIGHT.
 OC2557'
 OC2557'THE STATION IS A STANDARD DISK STAMPED--FROSTY 1976--, SET
 OC2557'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST WHICH
 OC2557'IS 4-INCHES ABOVE THE GROUND SURFACE.  IT IS 9-FEET
 OC2557'SOUTH-SOUTHWEST OF A METAL WITNESS POST AND A WOVEN WIRE
 OC2557'FENCE, 31 FEET NORTH-NORTHEAST OF THE CENTERLINE OF
 OC2557'ROUTES 9 AND 42.5 FEET EAST-SOUTHEAST OF A POLE NUMBERED J 46.
 OC2557'DUE TO UNDERGROUND WATER CONDITIONS, NO SUB-SURFACE
 OC2557'MARK WAS SET.
 OC2557'
 OC2557'REFERENCE MARK 1, A STANDARD DISK STAMPED--FROSTY NO 1 1976--IS
 OC2557'CEMENTED IN A DRILL HOLE IN ROCK LEDGE, ABOUT 27 INCHES BELOW THE
 OC2557'GROUND SURFACE.  IT IS 4.5 FEET NORTH-NORTHEAST OF A METAL WITNESS
 OC2557'POST, 30 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF ROUTE 9 AND
 OC2557'66.5 FEET SOUTH OF A POLE NUMBERED J 46.
 OC2557'
 OC2557'REFERENCE MARK 2, A STANDARD DISK WITH THE ARROW POINTING
 OC2557'TOWARD REFERENCE MARK 1 AND STAMPED--FROSTY NO 2 1976--,
 OC2557'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST
 OC2557'WHICH IS 2-INCHES ABOVE THE GROUND SURFACE.  IT IS 4.9 FEET
 OC2557'SOUTH-SOUTHWEST OF A METAL WITNESS POST, 29 FEET
 OC2557'NORTH-NORTHWEST OF THE CENTERLINE OF ROUTE 9 AND 9.8
 OC2557'FEET WEST OF A POLE NUMBERED J 46.
 OC2557'
 OC2557'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED--FROSTY
 OC2557'AZ 1976--SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST
 OC2557'WHICH IS 2-INCHES ABOVE THE GROUND SURFACE. IT IS 4.8 FEET
 OC2557'NORTH-NORTHEAST OF A METAL WITNESS POST, 37 FEET SOUTH-SOUTHWEST
 OC2557'OF THE CENTERLINE OF ROUTE 9 AND 83 FEET SOUTH OF A POLE
 OC2557'NUMBERED J 50.
 OC2557'
 OC2557'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WESTERLY ON
 OC2557'ROUTE 9 FOR 0.17 MILE TO THE AZIMUTH MARK ON THE LEFT IN A
 OC2557'TRIANGLE FORMED BY THE INTERSECTION OF THE NEAL ROAD
 OC2557'WITH ROUTE 9.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0609 ***********************************************************************
 OB0609  DESIGNATION -  FRY
 OB0609  PID         -  OB0609
 OB0609  STATE/COUNTY-  ME/SAGADAHOC
 OB0609  USGS QUAD   -  BRUNSWICK (1980)
 OB0609
 OB0609                         *CURRENT SURVEY CONTROL
 OB0609  ___________________________________________________________________
 OB0609* NAD 83(1996)-  43 56 34.07338(N)    069 53 20.14265(W)     ADJUSTED  
 OB0609* NAVD 88     -                                                        
 OB0609  ___________________________________________________________________
 OB0609  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 OB0609  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 OB0609
 OB0609  HORZ ORDER  -  THIRD
 OB0609
 OB0609.The horizontal coordinates were established by classical geodetic methods
 OB0609.and adjusted by the National Geodetic Survey in March 1998..
 OB0609
 OB0609
 OB0609.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0609
 OB0609.The geoid height was determined by GEOID03.
 OB0609
 OB0609;                    North         East     Units Scale Factor Converg.
 OB0609;SPC ME W     -   123,295.272   922,296.971   MT  0.99997278   +0 11 33.8
 OB0609;UTM  19      - 4,865,903.627   428,662.400   MT  0.99966259   -0 37 00.8
 OB0609
 OB0609                          SUPERSEDED SURVEY CONTROL
 OB0609
 OB0609  NAD 83(1992)-  43 56 34.07210(N)    069 53 20.14203(W) AD(       ) 4
 OB0609  NAD 83(1986)-  43 56 34.07760(N)    069 53 20.14712(W) AD(       ) 4
 OB0609  NAD 27      -  43 56 33.78300(N)    069 53 22.00300(W) AD(       ) 3
 OB0609
 OB0609.Superseded values are not recommended for survey control.
 OB0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0609.See file dsdata.txt to determine how the superseded data were derived.
 OB0609
 OB0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ2866265904(NAD 83)
 OB0609
 OB0609  HISTORY     - Date     Condition        Report By
 OB0609  HISTORY     - 1871     MONUMENTED       COASUR
 OB0609  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0609
 OB0609                          STATION DESCRIPTION
 OB0609
 OB0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (HOF)
 OB0609'SEARCHED FOR BUT NOT FOUND.  AIR COMPILATION AND PLANE TABLE
 OB0609'METHODS MIGHT LOCATE THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1718 ***********************************************************************
 OC1718  DESIGNATION -  FT GORGES 2 1911
 OC1718  PID         -  OC1718
 OC1718  STATE/COUNTY-  ME/CUMBERLAND
 OC1718  USGS QUAD   -  PORTLAND EAST (1975)
 OC1718
 OC1718                         *CURRENT SURVEY CONTROL
 OC1718  ___________________________________________________________________
 OC1718* NAD 83(1996)-  43 39 47.24287(N)    070 13 18.58629(W)     ADJUSTED  
 OC1718* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 OC1718  ___________________________________________________________________
 OC1718  LAPLACE CORR-           3.53  (seconds)                    DEFLEC99
 OC1718  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 OC1718
 OC1718  HORZ ORDER  -  THIRD
 OC1718
 OC1718.The horizontal coordinates were established by classical geodetic methods
 OC1718.and adjusted by the National Geodetic Survey in March 1998..
 OC1718
 OC1718.The orthometric height was scaled from a topographic map.
 OC1718
 OC1718.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1718
 OC1718.The geoid height was determined by GEOID03.
 OC1718
 OC1718;                    North         East     Units Scale Factor Converg.
 OC1718;SPC ME W     -    92,186.028   895,550.789   MT  0.99996691   -0 02 17.1
 OC1718;UTM  19      - 4,835,183.022   401,487.983   MT  0.99971937   -0 50 37.1
 OC1718
 OC1718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1718!SPC ME W     -   1.00000397  x   0.99996691  =   0.99997088
 OC1718!UTM  19      -   1.00000397  x   0.99971937  =   0.99972334
 OC1718
 OC1718:                Primary Azimuth Mark                     Grid Az
 OC1718:SPC ME W     -  DIAMOND RESET                            091 19 02.2
 OC1718:UTM  19      -  DIAMOND RESET                            092 07 22.2
 OC1718
 OC1718|---------------------------------------------------------------------|
 OC1718| PID    Reference Object                     Distance      Geod. Az  |
 OC1718|                                                           dddmmss.s |
 OC1718| OC1746 DIAMOND RESET                       APPROX. 0.9 KM 0911645.1 |
 OC1718| OC1645 PEAKS IS BAPTIST CHURCH             APPROX. 2.1 KM 0970627.3 |
 OC1718| OC1670 WHITEHEAD LEDGE BEACON              APPROX. 2.9 KM 1263009.3 |
 OC1718| OC1612 SOUTH PORTLAND STANDPIPE            APPROX. 3.6 KM 2064933.0 |
 OC1718| OC1632 ELEVATOR 1                          APPROX. 2.1 KM 2585044.3 |
 OC1718| OC1636 ELEVATOR 2                          APPROX. 1.9 KM 2632834.3 |
 OC1718|---------------------------------------------------------------------|
 OC1718
 OC1718                          SUPERSEDED SURVEY CONTROL
 OC1718
 OC1718  NAD 83(1992)-  43 39 47.24125(N)    070 13 18.58715(W) AD(       ) 3
 OC1718  NAD 83(1986)-  43 39 47.24726(N)    070 13 18.59277(W) AD(       ) 3
 OC1718  NAD 27      -  43 39 46.96600(N)    070 13 20.43700(W) AD(       ) 3
 OC1718
 OC1718.Superseded values are not recommended for survey control.
 OC1718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1718.See file dsdata.txt to determine how the superseded data were derived.
 OC1718
 OC1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0148835183(NAD 83)
 OC1718
 OC1718  HISTORY     - Date     Condition        Report By
 OC1718  HISTORY     - 1911     MONUMENTED       CGS
 OC1718  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1718  HISTORY     - 1941     SEE DESCRIPTION  CGS
 OC1718  HISTORY     - 1979     SEE DESCRIPTION  LOCENG
 OC1718
 OC1718                          STATION DESCRIPTION
 OC1718
 OC1718'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (IW)
 OC1718'STATION IS ON A TRAVERSE OF FORT GORGES, DIAMOND ISLAND LEDGE,
 OC1718'PORTLAND HARBOR.  THIS MOUND OF EARTH IS AT THE ANGLE OF THE
 OC1718'FORT OPPOSITE THE STONE WHARF, AND THE STATION IS AT THE CENTER
 OC1718'OF ITS TOP, AND IS MARKED BY A GRANITE BLOCK 7 BY 10 BY 6 INCHES
 OC1718'BURIED 2.2 FEET IN THE GROUND AND WITH A 3/4-INCH HOLE DRILLED
 OC1718'IN THE CENTER OF ITS UPPER SURFACE.  THE SURFACE MARK IS A
 OC1718'GRANITE BLOCK 8 BY 12 BY 8 INCHES, SIMILARLY MARKED AND SET
 OC1718'WITH ITS TOP LEVEL WITH THE GROUND.
 OC1718
 OC1718                          STATION RECOVERY (1933)
 OC1718
 OC1718'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1718'STATION RECOVERED, AS DESCRIBED, IN GOOD CONDITION.
 OC1718'
 OC1718'A 30-FOOT LADDER IS NECESSARY TO SCALE THE WALL TO REACH THE
 OC1718'STATION.
 OC1718
 OC1718                          STATION RECOVERY (1941)
 OC1718
 OC1718'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FLP)
 OC1718'STATION RECOVERED IN GOOD CONDITION.  IT IS ON A TRAVERSE OF
 OC1718'FORT GORGES, DIAMOND ISLAND LEDGE, IN PORTLAND HARBOR.  THIS
 OC1718'MOUND OF EARTH IS AT THE ANGLE OF THE FORT ADJACENT TO THE
 OC1718'STONE WHARF AND STATION IS AT THE CENTER OF ITS TOP.  IT IS
 OC1718'MARKED WITH A STANDARD MARK SET FLUSH WITH THE GROUND.
 OC1718'
 OC1718'IT IS ADVISABLE TO TAKE A FLASHLIGHT ALONG TO LIGHT UP THE
 OC1718'DARK STAIRS IN THE EASTERN SIDE OF THE BUILDING.
 OC1718
 OC1718                          STATION RECOVERY (1979)
 OC1718
 OC1718'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979 (DAM)
 OC1718'GOOD
 OC1718'
 OC1718'SURFACE MARK NOT RECOVERED, GRANITE BLOCK 7X10X6 INCHES
 OC1718'BURIED 2.2 FEET FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0387 ***********************************************************************
 SF0387  DESIGNATION -  FT KENT CAB TV MAST IBC 1976
 SF0387  PID         -  SF0387
 SF0387  STATE/COUNTY-  ME/AROOSTOOK
 SF0387  USGS QUAD   -  FORT KENT NORTH (1985)
 SF0387
 SF0387                         *CURRENT SURVEY CONTROL
 SF0387  ___________________________________________________________________
 SF0387* NAD 83(1996)-  47 15 20.60437(N)    068 32 25.86892(W)     ADJUSTED  
 SF0387* NAVD 88     -                                                        
 SF0387  ___________________________________________________________________
 SF0387  LAPLACE CORR-           7.01  (seconds)                    DEFLEC99
 SF0387  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 SF0387
 SF0387  HORZ ORDER  -  THIRD
 SF0387
 SF0387.The horizontal coordinates were established by classical geodetic methods
 SF0387.and adjusted by the National Geodetic Survey in March 1998..
 SF0387
 SF0387
 SF0387.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0387
 SF0387.The geoid height was determined by GEOID03.
 SF0387
 SF0387;                    North         East     Units Scale Factor Converg.
 SF0387;SPC ME E     -   398,851.503   296,933.317   MT  0.99990012   -0 01 47.1
 SF0387;UTM  19      - 5,233,684.740   534,765.247   MT  0.99961485   +0 20 14.8
 SF0387
 SF0387                          SUPERSEDED SURVEY CONTROL
 SF0387
 SF0387  NAD 83(1992)-  47 15 20.59909(N)    068 32 25.86587(W) AD(       ) 4
 SF0387  NAD 83(1986)-  47 15 20.60587(N)    068 32 25.86168(W) AD(       ) 4
 SF0387  NAD 27      -  47 15 20.46299(N)    068 32 27.70521(W) AD(       ) 3
 SF0387
 SF0387.Superseded values are not recommended for survey control.
 SF0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0387.See file dsdata.txt to determine how the superseded data were derived.
 SF0387
 SF0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN3476533685(NAD 83)
 SF0387
 SF0387  HISTORY     - Date     Condition        Report By
 SF0387  HISTORY     - 1976     MONUMENTED       IBC
 SF0387
 SF0387                          STATION DESCRIPTION
 SF0387
 SF0387'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1976 (CRM)
 SF0387'THE STATION IS LOCATED ABOUT 4 MILES EAST OF FT. KENT, MAINE AND
 SF0387'ON A WOODED HILL.
 SF0387'
 SF0387'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE HIGHWAY
 SF0387'161 NEAR THE RAILROAD STATION IN FT. KENT, GO SOUTHEAST ON STATE
 SF0387'HIGHWAY 161 FOR 0.45 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 SF0387'NORTHEAST AND EAST ON CHARETTE HILL ROAD FOR 2.3 MILES TO A
 SF0387'GRAVELED DRIVE ON THE RIGHT AT TELEPHONE POLE NO. 34-68.  TURN
 SF0387'RIGHT AND GO SOUTH AND WEST ON THE GRAVELED DRIVE FOR ABOUT 160
 SF0387'YARDS TO A SMALL CONCRETE BLOCK BUILDING AND THE STATION.
 SF0387'
 SF0387'THE MAST IS A 3-LEGGED, STEEL TRUSS STRUCTURE, ABOUT 200 FEET
 SF0387'HIGH, PAINTED ALTERNATELY RED AND WHITE, WITH SEVERAL ANTENNAS
 SF0387'ABOUT MID-WAY UP AND A MICRO-WAVE DISK ON TOP.
 SF0387'
 SF0387'POINT INTERSECTED IS THE RED OBSTRUCTION LIGHT ATOP THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0400 ***********************************************************************
 SF0400  DESIGNATION -  FT KENT CATH CH SP IBC 1976
 SF0400  PID         -  SF0400
 SF0400  STATE/COUNTY-  ME/AROOSTOOK
 SF0400  USGS QUAD   -  FORT KENT NORTH (1985)
 SF0400
 SF0400                         *CURRENT SURVEY CONTROL
 SF0400  ___________________________________________________________________
 SF0400* NAD 83(1996)-  47 15 13.77771(N)    068 35 29.95159(W)     ADJUSTED  
 SF0400* NAVD 88     -                                                        
 SF0400  ___________________________________________________________________
 SF0400  LAPLACE CORR-           6.78  (seconds)                    DEFLEC99
 SF0400  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 SF0400
 SF0400  HORZ ORDER  -  THIRD
 SF0400
 SF0400.The horizontal coordinates were established by classical geodetic methods
 SF0400.and adjusted by the National Geodetic Survey in March 1998..
 SF0400
 SF0400
 SF0400.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0400
 SF0400.The geoid height was determined by GEOID03.
 SF0400
 SF0400;                    North         East     Units Scale Factor Converg.
 SF0400;SPC ME E     -   398,643.981   293,062.998   MT  0.99990059   -0 04 02.3
 SF0400;UTM  19      - 5,233,452.484   530,897.448   MT  0.99961173   +0 17 59.6
 SF0400
 SF0400                          SUPERSEDED SURVEY CONTROL
 SF0400
 SF0400  NAD 83(1992)-  47 15 13.77207(N)    068 35 29.94798(W) AD(       ) 4
 SF0400  NAD 83(1986)-  47 15 13.77902(N)    068 35 29.94291(W) AD(       ) 4
 SF0400  NAD 27      -  47 15 13.63868(N)    068 35 31.77903(W) AD(       ) 3
 SF0400
 SF0400.Superseded values are not recommended for survey control.
 SF0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0400.See file dsdata.txt to determine how the superseded data were derived.
 SF0400
 SF0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN3089733452(NAD 83)
 SF0400
 SF0400  HISTORY     - Date     Condition        Report By
 SF0400  HISTORY     - 1976     MONUMENTED       IBC
 SF0400
 SF0400                          STATION DESCRIPTION
 SF0400
 SF0400'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1976 (CRM)
 SF0400'THE STATION IS LOCATED IN FT. KENT, MAINE, 0.7 MILE EAST-NORTHEAST
 SF0400'OF THE FT. KENT-CLAIR INTERNATIONAL BRIDGE, 0.15 MILE NORTHEAST
 SF0400'OF A BRIDGE OVER THE FISH RIVER, AND ON THE WEST-NORTHWEST SIDE
 SF0400'OF U.S. HIGHWAY 1.
 SF0400'
 SF0400'THE SPIRE IS A SLENDER, LATTICE-WORK, ALUMINUM STRUCTURE,
 SF0400'PAINTED WHITE, ABOUT 145 FEET HIGH, AND SITS ATOP THE BELL TOWER
 SF0400'OF THE SAINT LOUIS CATHOLIC CHURCH.  THE CHURCH IS CONSTRUCTED OF
 SF0400'BRICK AND WAS BUILT FROM 1909 TO 1914.  THE SPIRE WAS ADDED IN
 SF0400'1964.
 SF0400'
 SF0400'POINT INTERSECTED IS THE BASE OF THE CROSS ATOP THE SPIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0399 ***********************************************************************
 SF0399  DESIGNATION -  FT KENT CATH SCH CR IBC 1910
 SF0399  PID         -  SF0399
 SF0399  STATE/COUNTY-  ME/AROOSTOOK
 SF0399  USGS QUAD   -  FORT KENT NORTH (1985)
 SF0399
 SF0399                         *CURRENT SURVEY CONTROL
 SF0399  ___________________________________________________________________
 SF0399* NAD 83(1996)-  47 15 11.03076(N)    068 35 29.12835(W)     ADJUSTED  
 SF0399* NAVD 88     -                                                        
 SF0399  ___________________________________________________________________
 SF0399  LAPLACE CORR-           6.80  (seconds)                    DEFLEC99
 SF0399  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 SF0399
 SF0399  HORZ ORDER  -  THIRD
 SF0399
 SF0399.The horizontal coordinates were established by classical geodetic methods
 SF0399.and adjusted by the National Geodetic Survey in March 1998..
 SF0399
 SF0399
 SF0399.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0399
 SF0399.The geoid height was determined by GEOID03.
 SF0399
 SF0399;                    North         East     Units Scale Factor Converg.
 SF0399;SPC ME E     -   398,559.137   293,080.207   MT  0.99990059   -0 04 01.7
 SF0399;UTM  19      - 5,233,367.777   530,915.195   MT  0.99961175   +0 18 00.2
 SF0399
 SF0399                          SUPERSEDED SURVEY CONTROL
 SF0399
 SF0399  NAD 83(1992)-  47 15 11.02516(N)    068 35 29.12471(W) AD(       ) 4
 SF0399  NAD 83(1986)-  47 15 11.03230(N)    068 35 29.11963(W) AD(       ) 4
 SF0399  NAD 27      -  47 15 10.89230(N)    068 35 30.95556(W) AD(       ) 3
 SF0399
 SF0399.Superseded values are not recommended for survey control.
 SF0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0399.See file dsdata.txt to determine how the superseded data were derived.
 SF0399
 SF0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN3091533368(NAD 83)
 SF0399
 SF0399  HISTORY     - Date     Condition        Report By
 SF0399  HISTORY     - 1910     MONUMENTED       CGS
 SF0399  HISTORY     - 1976     SEE DESCRIPTION  NGS
 SF0399
 SF0399                          STATION DESCRIPTION
 SF0399
 SF0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CRM)
 SF0399'THE STATION WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION
 SF0399'FOLLOWS.
 SF0399'
 SF0399'THE STATION IS LOCATED IN FT. KENT, MAINE, 0.65 MILE
 SF0399'EAST-NORTHEAST OF THE INTERNATIONAL BRIDGE, 0.1 MILE NORTHEAST
 SF0399'OF A BRIDGE OVER THE FISH RIVER, ON THE EAST-SOUTHEAST SIDE OF
 SF0399'U.S. HIGHWAY 1 AND ACROSS THE STREET FROM THE DAIGLE AND NADEAU
 SF0399'FUNERAL HOME.
 SF0399'
 SF0399'THE CROSS, ALUMINUM IN COLOR, IS ABOUT 80 FEET HIGH AND SITS ATOP
 SF0399'A COPPER COVERED CUPOLA.  THE CUPOLA IS SUPPORTED BY A BELL TOWER
 SF0399'THAT SITS ATOP A TWO-STORY BRICK BUILDING.  THE BUILDING IS NO
 SF0399'LONGER USED AS A SCHOOL.
 SF0399'
 SF0399'POINT INTERSECTED IS THE BASE OF THE CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1621 ***********************************************************************
 OC1621  DESIGNATION -  FT LEVETT FLAGPOLE
 OC1621  PID         -  OC1621
 OC1621  STATE/COUNTY-  ME/CUMBERLAND
 OC1621  USGS QUAD   -  PORTLAND EAST (1975)
 OC1621
 OC1621                         *CURRENT SURVEY CONTROL
 OC1621  ___________________________________________________________________
 OC1621* NAD 83(1996)-  43 38 32.86672(N)    070 12 05.85856(W)     ADJUSTED  
 OC1621* NAVD 88     -                                                        
 OC1621  ___________________________________________________________________
 OC1621  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 OC1621  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 OC1621
 OC1621  HORZ ORDER  -  THIRD
 OC1621
 OC1621.The horizontal coordinates were established by classical geodetic methods
 OC1621.and adjusted by the National Geodetic Survey in March 1998..
 OC1621
 OC1621
 OC1621.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1621
 OC1621.The geoid height was determined by GEOID03.
 OC1621
 OC1621;                    North         East     Units Scale Factor Converg.
 OC1621;SPC ME W     -    89,889.776   897,179.245   MT  0.99996676   -0 01 26.9
 OC1621;UTM  19      - 4,832,864.685   403,083.603   MT  0.99971553   -0 49 45.7
 OC1621
 OC1621                          SUPERSEDED SURVEY CONTROL
 OC1621
 OC1621  NAD 83(1992)-  43 38 32.86494(N)    070 12 05.85941(W) AD(       ) 4
 OC1621  NAD 83(1986)-  43 38 32.87096(N)    070 12 05.86506(W) AD(       ) 4
 OC1621  NAD 27      -  43 38 32.57100(N)    070 12 07.71200(W) AD(       ) 3
 OC1621
 OC1621.Superseded values are not recommended for survey control.
 OC1621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1621.See file dsdata.txt to determine how the superseded data were derived.
 OC1621
 OC1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0308432865(NAD 83)
 OC1621
 OC1621  HISTORY     - Date     Condition        Report By
 OC1621  HISTORY     - 1941     MONUMENTED       CGS
 OC1621
 OC1621                          STATION DESCRIPTION
 OC1621
 OC1621'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1621'FLAGPOLE IS LOCATED ON THE PARADE GROUNDS AT FORT LEVETT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1719 ***********************************************************************
 OC1719  DESIGNATION -  FT SCAMMEL 2 1911
 OC1719  PID         -  OC1719
 OC1719  STATE/COUNTY-  ME/CUMBERLAND
 OC1719  USGS QUAD   -  PORTLAND EAST (1975)
 OC1719
 OC1719                         *CURRENT SURVEY CONTROL
 OC1719  ___________________________________________________________________
 OC1719* NAD 83(1996)-  43 39 00.22215(N)    070 12 45.71012(W)     ADJUSTED  
 OC1719* NAVD 88     -        20.     (meters)      66.     (feet)  SCALED    
 OC1719  ___________________________________________________________________
 OC1719  LAPLACE CORR-           3.24  (seconds)                    DEFLEC99
 OC1719  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 OC1719
 OC1719  HORZ ORDER  -  THIRD
 OC1719
 OC1719.The horizontal coordinates were established by classical geodetic methods
 OC1719.and adjusted by the National Geodetic Survey in March 1998..
 OC1719
 OC1719.The orthometric height was scaled from a topographic map.
 OC1719
 OC1719.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1719
 OC1719.The geoid height was determined by GEOID03.
 OC1719
 OC1719;                    North         East     Units Scale Factor Converg.
 OC1719;SPC ME W     -    90,734.443   896,286.555   MT  0.99996684   -0 01 54.4
 OC1719;UTM  19      - 4,833,721.601   402,203.094   MT  0.99971764   -0 50 13.7
 OC1719
 OC1719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1719!SPC ME W     -   1.00000099  x   0.99996684  =   0.99996783
 OC1719!UTM  19      -   1.00000099  x   0.99971764  =   0.99971863
 OC1719
 OC1719:                Primary Azimuth Mark                     Grid Az
 OC1719:SPC ME W     -  PEAKS IS BAPTIST CHURCH                  048 50 13.5
 OC1719:UTM  19      -  PEAKS IS BAPTIST CHURCH                  049 38 32.8
 OC1719
 OC1719|---------------------------------------------------------------------|
 OC1719| PID    Reference Object                     Distance      Geod. Az  |
 OC1719|                                                           dddmmss.s |
 OC1719| OC1645 PEAKS IS BAPTIST CHURCH             APPROX. 1.8 KM 0484819.1 |
 OC1719| OC1669 TROTTS ROCK BEACON                  APPROX. 1.6 KM 0941534.0 |
 OC1719| OC1612 SOUTH PORTLAND STANDPIPE            APPROX. 3.0 KM 2330234.9 |
 OC1719| OC1731 BC PREBLE USE 1909                  APPROX. 1.3 KM 2581810.2 |
 OC1719| OC1632 ELEVATOR 1                          APPROX. 3.0 KM 2903844.1 |
 OC1719| OC1636 ELEVATOR 2                          APPROX. 2.9 KM 2945029.1 |
 OC1719|---------------------------------------------------------------------|
 OC1719
 OC1719                          SUPERSEDED SURVEY CONTROL
 OC1719
 OC1719  NAD 83(1992)-  43 39 00.22042(N)    070 12 45.71099(W) AD(       ) 3
 OC1719  NAD 83(1986)-  43 39 00.22647(N)    070 12 45.71664(W) AD(       ) 3
 OC1719  NAD 27      -  43 38 59.93300(N)    070 12 47.56300(W) AD(       ) 3
 OC1719
 OC1719.Superseded values are not recommended for survey control.
 OC1719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1719.See file dsdata.txt to determine how the superseded data were derived.
 OC1719
 OC1719_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0220333722(NAD 83)
 OC1719
 OC1719  HISTORY     - Date     Condition        Report By
 OC1719  HISTORY     - 1911     MONUMENTED       CGS
 OC1719  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1719  HISTORY     - 1941     SEE DESCRIPTION  CGS
 OC1719
 OC1719                          STATION DESCRIPTION
 OC1719
 OC1719'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (IW)
 OC1719'STATION IS ON THE S TRAVERSE OF FORT SCAMMEL, HOUSE ISLAND,
 OC1719'PORTLAND HARBOR, ESTABLISHED IN LIEU OF THE ORIGINAL STATION
 OC1719'SCAMMEL, THE MARKS OF WHICH HAVE DISAPPEARED.  THE NEW STATION
 OC1719'IS MARKED BY A ROUGHLY RECTANGULAR BLOCK OF SLATE, 12 BY 12 BY 13
 OC1719'INCHES BURIED 0.55 METER BELOW THE SURFACE AND HAVING A 3/4-INCH
 OC1719'HOLE DRILLED IN THE CENTER OF ITS TOP SURFACE.  A SIMILAR BLOCK
 OC1719'OF SLATE WITH A 3/4-INCH HOLE DRILLED IN ITS UPPER SURFACE
 OC1719'CONSTITUTES THE SURFACE MARK.
 OC1719
 OC1719                          STATION RECOVERY (1933)
 OC1719
 OC1719'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1719'THE STATION MARK WAS RECOVERED IN GOOD CONDITION, AS
 OC1719'DESCRIBED.  THE SURFACE MARK IS SET FLUSH WITH THE SURFACE OF
 OC1719'THE GROUND.
 OC1719'
 OC1719'THE STATION IS ON THE S TRAVERSE OF FORT SCAMMEL, HOUSE ISLAND,
 OC1719'PORTLAND HARBOR AND IS 10 FEET N OF THE S END OF A LONG RIDGE
 OC1719'OF EARTH WHICH RUNS IN A NE DIRECTION FROM THE EDGE OF THE
 OC1719'TRAVERSE.  THE RIDGE IS ABOUT 5 FEET HIGHER THAN THE SURROUNDING
 OC1719'TERRAIN.  THE PIVOT IN THE SOUTHERNMOST GUN WELL OF THE FORT
 OC1719'IS 175 DEG IN MAGNETIC AZIMUTH, 36.0 FEET FROM THE STATION.
 OC1719'
 OC1719'STATION WAS REACHED FROM THE GOVERNMENT LANDING ON THE W SIDE
 OC1719'OF THE ISLAND.
 OC1719
 OC1719                          STATION RECOVERY (1941)
 OC1719
 OC1719'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FLP)
 OC1719'RECOVERED AS DESCRIBED IN 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1766 ***********************************************************************
 OC1766  DESIGNATION -  FT SCAMMEL BLOCKHOUSE CHIM
 OC1766  PID         -  OC1766
 OC1766  STATE/COUNTY-  ME/CUMBERLAND
 OC1766  USGS QUAD   -  PORTLAND EAST (1975)
 OC1766
 OC1766                         *CURRENT SURVEY CONTROL
 OC1766  ___________________________________________________________________
 OC1766* NAD 83(1996)-  43 39 00.65515(N)    070 12 45.01000(W)     ADJUSTED  
 OC1766* NAVD 88     -                                                        
 OC1766  ___________________________________________________________________
 OC1766  LAPLACE CORR-           3.25  (seconds)                    DEFLEC99
 OC1766  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 OC1766
 OC1766  HORZ ORDER  -  THIRD
 OC1766
 OC1766.The horizontal coordinates were established by classical geodetic methods
 OC1766.and adjusted by the National Geodetic Survey in March 1998..
 OC1766
 OC1766
 OC1766.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1766
 OC1766.The geoid height was determined by GEOID03.
 OC1766
 OC1766;                    North         East     Units Scale Factor Converg.
 OC1766;SPC ME W     -    90,747.798   896,302.252   MT  0.99996683   -0 01 53.9
 OC1766;UTM  19      - 4,833,734.730   402,218.973   MT  0.99971760   -0 50 13.2
 OC1766
 OC1766                          SUPERSEDED SURVEY CONTROL
 OC1766
 OC1766  NAD 83(1992)-  43 39 00.65339(N)    070 12 45.01085(W) AD(       ) 4
 OC1766  NAD 83(1986)-  43 39 00.65944(N)    070 12 45.01631(W) AD(       ) 4
 OC1766  NAD 27      -  43 39 00.63000(N)    070 12 46.85000(W) AD(       ) 3
 OC1766
 OC1766.Superseded values are not recommended for survey control.
 OC1766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1766.See file dsdata.txt to determine how the superseded data were derived.
 OC1766
 OC1766_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0221933735(NAD 83)
 OC1766
 OC1766  HISTORY     - Date     Condition        Report By
 OC1766  HISTORY     - UNK      MONUMENTED
 OC1766  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1766
 OC1766                          STATION DESCRIPTION
 OC1766
 OC1766'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1766'STATION LOST.  THIS BUILDING IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1603 ***********************************************************************
 OC1603  DESIGNATION -  FT WILLIAMS FLAGPOLE 1941
 OC1603  PID         -  OC1603
 OC1603  STATE/COUNTY-  ME/CUMBERLAND
 OC1603  USGS QUAD   -  CAPE ELIZABETH (1975)
 OC1603
 OC1603                         *CURRENT SURVEY CONTROL
 OC1603  ___________________________________________________________________
 OC1603* NAD 83(1996)-  43 37 26.42907(N)    070 12 38.92088(W)     ADJUSTED  
 OC1603* NAVD 88     -        18.     (meters)      59.     (feet)  SCALED    
 OC1603  ___________________________________________________________________
 OC1603  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 OC1603  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 OC1603
 OC1603  HORZ ORDER  -  THIRD
 OC1603
 OC1603.The horizontal coordinates were established by classical geodetic methods
 OC1603.and adjusted by the National Geodetic Survey in March 1998..
 OC1603
 OC1603.The orthometric height was scaled from a topographic map.
 OC1603
 OC1603.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1603
 OC1603.The geoid height was determined by GEOID03.
 OC1603
 OC1603;                    North         East     Units Scale Factor Converg.
 OC1603;SPC ME W     -    87,839.764   896,437.158   MT  0.99996682   -0 01 49.6
 OC1603;UTM  19      - 4,830,825.813   402,312.978   MT  0.99971738   -0 50 07.6
 OC1603
 OC1603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1603!SPC ME W     -   1.00000130  x   0.99996682  =   0.99996812
 OC1603!UTM  19      -   1.00000130  x   0.99971738  =   0.99971868
 OC1603
 OC1603                          SUPERSEDED SURVEY CONTROL
 OC1603
 OC1603  NAD 83(1992)-  43 37 26.42729(N)    070 12 38.92185(W) AD(       ) 4
 OC1603  NAD 83(1986)-  43 37 26.43330(N)    070 12 38.92739(W) AD(       ) 4
 OC1603  NAD 27      -  43 37 26.12600(N)    070 12 40.77500(W) AD(       ) 3
 OC1603
 OC1603.Superseded values are not recommended for survey control.
 OC1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1603.See file dsdata.txt to determine how the superseded data were derived.
 OC1603
 OC1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0231330826(NAD 83)
 OC1603
 OC1603  HISTORY     - Date     Condition        Report By
 OC1603  HISTORY     - 1941     MONUMENTED       CGS
 OC1603
 OC1603                          STATION DESCRIPTION
 OC1603
 OC1603'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1603'FLAGPOLE IS LOCATED AT FORT WILLIAMS, ABOUT 109 FT. S-SW OF
 OC1603'BATTERY SULLIVAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1559 ***********************************************************************
 OC1559  DESIGNATION -  FT WILLIAMS NE RADIO TOWER
 OC1559  PID         -  OC1559
 OC1559  STATE/COUNTY-  ME/CUMBERLAND
 OC1559  USGS QUAD   -  CAPE ELIZABETH (1975)
 OC1559
 OC1559                         *CURRENT SURVEY CONTROL
 OC1559  ___________________________________________________________________
 OC1559* NAD 83(1996)-  43 37 16.72221(N)    070 12 45.86534(W)     ADJUSTED  
 OC1559* NAVD 88     -                                                        
 OC1559  ___________________________________________________________________
 OC1559  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 OC1559  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 OC1559
 OC1559  HORZ ORDER  -  THIRD
 OC1559
 OC1559.The horizontal coordinates were established by classical geodetic methods
 OC1559.and adjusted by the National Geodetic Survey in March 1998..
 OC1559
 OC1559
 OC1559.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1559
 OC1559.The geoid height was determined by GEOID03.
 OC1559
 OC1559;                    North         East     Units Scale Factor Converg.
 OC1559;SPC ME W     -    87,540.281   896,281.305   MT  0.99996684   -0 01 54.4
 OC1559;UTM  19      - 4,830,528.623   402,152.972   MT  0.99971776   -0 50 12.2
 OC1559
 OC1559                          SUPERSEDED SURVEY CONTROL
 OC1559
 OC1559  NAD 83(1992)-  43 37 16.72045(N)    070 12 45.86633(W) AD(       ) 4
 OC1559  NAD 83(1986)-  43 37 16.72640(N)    070 12 45.87197(W) AD(       ) 4
 OC1559  NAD 27      -  43 37 16.39600(N)    070 12 47.74000(W) AD(       ) 3
 OC1559
 OC1559.Superseded values are not recommended for survey control.
 OC1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1559.See file dsdata.txt to determine how the superseded data were derived.
 OC1559
 OC1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0215330529(NAD 83)
 OC1559
 OC1559  HISTORY     - Date     Condition        Report By
 OC1559  HISTORY     - UNK      MONUMENTED
 OC1559  HISTORY     - 1941     SEE DESCRIPTION  CGS
 OC1559
 OC1559                          STATION DESCRIPTION
 OC1559
 OC1559'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FLP)
 OC1559'STATION IS THE NORTHEASTERLY OF THE TWO TALL RADIO TOWERS AT
 OC1559'FORT WILLIAMS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1563 ***********************************************************************
 OC1563  DESIGNATION -  FT WILLIAMS SW RADIO TOWER
 OC1563  PID         -  OC1563
 OC1563  STATE/COUNTY-  ME/CUMBERLAND
 OC1563  USGS QUAD   -  CAPE ELIZABETH (1975)
 OC1563
 OC1563                         *CURRENT SURVEY CONTROL
 OC1563  ___________________________________________________________________
 OC1563* NAD 83(1996)-  43 37 14.25694(N)    070 12 48.94603(W)     ADJUSTED  
 OC1563* NAVD 88     -                                                        
 OC1563  ___________________________________________________________________
 OC1563  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 OC1563  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 OC1563
 OC1563  HORZ ORDER  -  THIRD
 OC1563
 OC1563.The horizontal coordinates were established by classical geodetic methods
 OC1563.and adjusted by the National Geodetic Survey in March 1998..
 OC1563
 OC1563
 OC1563.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1563
 OC1563.The geoid height was determined by GEOID03.
 OC1563
 OC1563;                    North         East     Units Scale Factor Converg.
 OC1563;SPC ME W     -    87,464.238   896,212.193   MT  0.99996684   -0 01 56.6
 OC1563;UTM  19      - 4,830,453.577   402,082.816   MT  0.99971793   -0 50 14.3
 OC1563
 OC1563                          SUPERSEDED SURVEY CONTROL
 OC1563
 OC1563  NAD 83(1992)-  43 37 14.25518(N)    070 12 48.94703(W) AD(       ) 4
 OC1563  NAD 83(1986)-  43 37 14.26122(N)    070 12 48.95257(W) AD(       ) 4
 OC1563  NAD 27      -  43 37 13.94200(N)    070 12 50.79900(W) AD(       ) 3
 OC1563
 OC1563.Superseded values are not recommended for survey control.
 OC1563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1563.See file dsdata.txt to determine how the superseded data were derived.
 OC1563
 OC1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0208330454(NAD 83)
 OC1563
 OC1563  HISTORY     - Date     Condition        Report By
 OC1563  HISTORY     - UNK      MONUMENTED
 OC1563  HISTORY     - 1941     SEE DESCRIPTION  CGS
 OC1563
 OC1563                          STATION DESCRIPTION
 OC1563
 OC1563'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FLP)
 OC1563'STATION IS THE SOUTHWESTERLY OF THE TWO TALL RADIO TOWERS AT FORT
 OC1563'WILLIAMS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0478 ***********************************************************************
 OB0478  DESIGNATION -  FULLER RICK LIGHTHOUSE
 OB0478  PID         -  OB0478
 OB0478  STATE/COUNTY-  ME/SAGADAHOC
 OB0478  USGS QUAD   -  SMALL POINT (1957)
 OB0478
 OB0478                         *CURRENT SURVEY CONTROL
 OB0478  ___________________________________________________________________
 OB0478* NAD 83(1996)-  43 41 45.08962(N)    069 50 01.29412(W)     ADJUSTED  
 OB0478* NAVD 88     -                                                        
 OB0478  ___________________________________________________________________
 OB0478  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 OB0478  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 OB0478
 OB0478  HORZ ORDER  -  THIRD
 OB0478
 OB0478.The horizontal coordinates were established by classical geodetic methods
 OB0478.and adjusted by the National Geodetic Survey in March 1998..
 OB0478
 OB0478
 OB0478.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0478
 OB0478.The geoid height was determined by GEOID03.
 OB0478
 OB0478;                    North         East     Units Scale Factor Converg.
 OB0478;SPC ME W     -    95,875.387   926,841.724   MT  0.99997553   +0 13 48.1
 OB0478;UTM  19      - 4,838,431.053   432,818.814   MT  0.99965551   -0 34 33.5
 OB0478
 OB0478                          SUPERSEDED SURVEY CONTROL
 OB0478
 OB0478  NAD 83(1992)-  43 41 45.08653(N)    069 50 01.29323(W) AD(       ) 4
 OB0478  NAD 83(1986)-  43 41 45.09228(N)    069 50 01.29883(W) AD(       ) 4
 OB0478  NAD 27      -  43 41 44.77700(N)    069 50 03.13700(W) AD(       ) 3
 OB0478
 OB0478.Superseded values are not recommended for survey control.
 OB0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0478.See file dsdata.txt to determine how the superseded data were derived.
 OB0478
 OB0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3281938431(NAD 83)
 OB0478
 OB0478  HISTORY     - Date     Condition        Report By
 OB0478  HISTORY     - 1941     MONUMENTED       CGS
 OB0478  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0478
 OB0478                          STATION DESCRIPTION
 OB0478
 OB0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OB0478'STATION IS AN INTERSECTION STATION.  IT IS LOCATED ABOUT 0.3
 OB0478'MILE S OF SMALL POINT WHICH IS THE E POINT OF CAPE SMALL.
 OB0478'
 OB0478'POINT OBSERVED UPON WAS THE CENTER OF THE LIGHT ON THE SKELETON
 OB0478'TOWER.
 OB0478
 OB0478                          STATION RECOVERY (1942)
 OB0478
 OB0478'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OB0478'NO DESCRIPTION WAS FURNISHED.  STATION IS NOT A REGULAR
 OB0478'LIGHTHOUSE.  IT IS A LIGHT ABOUT 15 FEET HIGH, LOCATED
 OB0478'APPROXIMATELY IN THE MIDDLE OF FULLER ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2773 ***********************************************************************
 OC2773  DESIGNATION -  FUSSY
 OC2773  PID         -  OC2773
 OC2773  STATE/COUNTY-  ME/OXFORD
 OC2773  USGS QUAD   -  BROWNFIELD (1983)
 OC2773
 OC2773                         *CURRENT SURVEY CONTROL
 OC2773  ___________________________________________________________________
 OC2773* NAD 83(1996)-  43 56 40.96805(N)    070 53 17.79832(W)     ADJUSTED  
 OC2773* NAVD 88     -       122.2    (meters)     401.     (feet)  VERTCON   
 OC2773  ___________________________________________________________________
 OC2773  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 OC2773  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 OC2773
 OC2773  HORZ ORDER  -  SECOND
 OC2773
 OC2773.The horizontal coordinates were established by classical geodetic methods
 OC2773.and adjusted by the National Geodetic Survey in March 1998..
 OC2773
 OC2773.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2773
 OC2773.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2773
 OC2773.The geoid height was determined by GEOID03.
 OC2773
 OC2773;                    North         East     Units Scale Factor Converg.
 OC2773;SPC ME W     -   123,723.723   842,070.512   MT  1.00000792   -0 30 02.8
 OC2773;UTM  19      - 4,867,465.455   348,467.482   MT  0.99988242   -1 18 38.3
 OC2773
 OC2773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2773!SPC ME W     -   0.99998510  x   1.00000792  =   0.99999302
 OC2773!UTM  19      -   0.99998510  x   0.99988242  =   0.99986752
 OC2773
 OC2773|---------------------------------------------------------------------|
 OC2773| PID    Reference Object                     Distance      Geod. Az  |
 OC2773|                                                           dddmmss.s |
 OC2773| OC2774 FUSSY RM 1                            7.532 METERS 20548     |
 OC2773| OC2765 FUSSY AZ MK                         APPROX. 0.6 KM 3371910.1 |
 OC2773| CE8166 FUSSY RM 2                            9.585 METERS 34230     |
 OC2773|---------------------------------------------------------------------|
 OC2773
 OC2773                          SUPERSEDED SURVEY CONTROL
 OC2773
 OC2773  NAD 83(1992)-  43 56 40.96811(N)    070 53 17.80042(W) AD(       ) 2
 OC2773  NAD 83(1986)-  43 56 40.97653(N)    070 53 17.80393(W) AD(       ) 2
 OC2773  NAD 27      -  43 56 40.71517(N)    070 53 19.56419(W) AD(       ) 2
 OC2773  NGVD 29 (07/19/86)  122.4    (m)          402.     (f) VERT ANG       
 OC2773
 OC2773.Superseded values are not recommended for survey control.
 OC2773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2773.See file dsdata.txt to determine how the superseded data were derived.
 OC2773
 OC2773_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ4846767465(NAD 83)
 OC2773_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OC2773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC2773_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC2773
 OC2773  HISTORY     - Date     Condition        Report By
 OC2773  HISTORY     - 1976     MONUMENTED       NGS
 OC2773  HISTORY     - 20050724 GOOD             GEOCAC
 OC2773
 OC2773                          STATION DESCRIPTION
 OC2773
 OC2773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2773'THE STATION IS LOCATED AT THE JUNCTION OF STATE ROUTES 5,
 OC2773'113 AND 160 IN THE TOWN OF EAST BROWNFIELD ABOUT 1.25 MILES
 OC2773'NORTHEAST OF BROWNFIELD, 4.25 MILES SOUTHWEST OF DENMARK, 5.5
 OC2773'MILES EAST OF THE MAINE/NEW HAMPSHIRE STATE LINE.
 OC2773'
 OC2773'TO REACH THE AZIMUTH FROM THE STATION GO NORTHERLY ON STATE
 OC2773'ROUTES 5 AND 113 FOR 0.35 MILE TO THE AZIMUTH ON THE RIGHT.
 OC2773'
 OC2773'THE STATION MARKS ARE STANDARD DISKS STAMPED---FUSSY 1976---.
 OC2773'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OC2773'CONCRETE POST WHICH IS FLUSH WITH THE GROUND SURFACE.  THE
 OC2773'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 OC2773'CONCRETE WHICH IS ABOUT 40 INCHES BELOW THE GROUND SURFACE.
 OC2773'THEY ARE 2.0 FEET SOUTHEAST OF POWER POLE CMP 1/CTC 5/211,
 OC2773'28.3 FEET SOUTHWEST OF A SIGN POST (WOODLAND ACRES) AND
 OC2773'50.7 FEET EAST OF THE CENTERLINE OF STATE ROUTE 5.
 OC2773'
 OC2773'REFERENCE MARK 1, STAMPED---FUSSY NO 1 1976---, IS A STANDARD
 OC2773'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST.
 OC2773'IT IS 25.0 FEET SOUTHWEST OF POWER POLE CMP 1/CTC 5/211,
 OC2773'32.7 FEET EAST OF THE CENTERLINE OF STATE ROUTE 5 AND ABOUT 1
 OC2773'INCH ABOVE THE GROUND SURFACE.
 OC2773'
 OC2773'REFERENCE MARK 2, STAMPED---FUSSY NO 2 1976---, IS A STANDARD
 OC2773'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST.
 OC2773'IT IS 18.0 FEET NORTHWEST OF A SIGN POST (WOODLAND ACRES),
 OC2773'29.8 FEET NORTH OF POWER POLE CMP 1/CTC 5/211, 52.0
 OC2773'FEET EAST OF THE CENTERLINE OF STATE ROUTE 5 AND ABOUT FLUSH
 OC2773'WITH THE GROUND SURFACE.
 OC2773'
 OC2773'THE AZIMUTH MARK, STAMPED---FUSSY 1976---, IS A STANDARD
 OC2773'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OC2773'CONCRETE POST.  IT IS 4 FEET SOUTH OF A METAL WITNESS POST,
 OC2773'26 FEET EAST OF THE CENTERLINE OF STATE ROUTE 5 AND ABOUT
 OC2773'FLUSH WITH THE GROUND SURFACE.
 OC2773'
 OC2773'THE HEIGHT OF THE LIGHT ABOVE THE STATION WAS 1.34 METERS.
 OC2773'
 OC2773'DESCRIBED BY JERRY E. ELLINGWOOD.
 OC2773
 OC2773                          STATION RECOVERY (2005)
 OC2773
 OC2773'RECOVERY NOTE BY GEOCACHING 2005 (JKS)
 OC2773'FUSSY 1976, FUSSY NO 1 1976 AND FUSSY NO 2 1976 ALL RECOVERED IN GOOD
 OC2773'CONDITION AT THEIR DESCRIBED LOCATIONS. ALL ARE ABOUT LEVEL WITH THE
 OC2773'GROUND. SUBMITTED BY J.K. SNYDER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2765 ***********************************************************************
 OC2765  DESIGNATION -  FUSSY AZ MK
 OC2765  PID         -  OC2765
 OC2765  STATE/COUNTY-  ME/OXFORD
 OC2765  USGS QUAD   -  BROWNFIELD (1983)
 OC2765
 OC2765                         *CURRENT SURVEY CONTROL
 OC2765  ___________________________________________________________________
 OC2765* NAD 83(1996)-  43 56 57.48760(N)    070 53 27.35406(W)     ADJUSTED  
 OC2765* NAVD 88     -       114.7    (meters)     376.     (feet)  VERTCON   
 OC2765  ___________________________________________________________________
 OC2765  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 OC2765  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 OC2765
 OC2765  HORZ ORDER  -  SECOND
 OC2765
 OC2765.The horizontal coordinates were established by classical geodetic methods
 OC2765.and adjusted by the National Geodetic Survey in March 1998..
 OC2765
 OC2765.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2765.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2765
 OC2765.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2765
 OC2765.The geoid height was determined by GEOID03.
 OC2765
 OC2765;                    North         East     Units Scale Factor Converg.
 OC2765;SPC ME W     -   124,235.437   841,861.897   MT  1.00000822   -0 30 09.6
 OC2765;UTM  19      - 4,867,980.002   348,266.145   MT  0.99988317   -1 18 45.3
 OC2765
 OC2765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2765!SPC ME W     -   0.99998629  x   1.00000822  =   0.99999451
 OC2765!UTM  19      -   0.99998629  x   0.99988317  =   0.99986946
 OC2765
 OC2765:                Primary Azimuth Mark                     Grid Az
 OC2765:SPC ME W     -  FUSSY                                    157 49 13.0
 OC2765:UTM  19      -  FUSSY                                    158 37 48.7
 OC2765
 OC2765|---------------------------------------------------------------------|
 OC2765| PID    Reference Object                     Distance      Geod. Az  |
 OC2765|                                                           dddmmss.s |
 OC2765| OC2773 FUSSY                               APPROX. 0.6 KM 1571903.4 |
 OC2765| OC2774 FUSSY RM 1                          APPROX. 0.6 KM 1575349.5 |
 OC2765|---------------------------------------------------------------------|
 OC2765
 OC2765                          SUPERSEDED SURVEY CONTROL
 OC2765
 OC2765  NAD 83(1992)-  43 56 57.48763(N)    070 53 27.35614(W) AD(       ) 2
 OC2765  NAD 83(1986)-  43 56 57.49606(N)    070 53 27.35960(W) AD(       ) 2
 OC2765  NAD 27      -  43 56 57.23491(N)    070 53 29.11930(W) AD(       ) 2
 OC2765  NGVD 29 (07/19/86)  114.8    (m)          377.     (f) VERT ANG       
 OC2765
 OC2765.Superseded values are not recommended for survey control.
 OC2765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2765.See file dsdata.txt to determine how the superseded data were derived.
 OC2765
 OC2765_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ4826667980(NAD 83)
 OC2765_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OC2765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC2765_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC2765
 OC2765  HISTORY     - Date     Condition        Report By
 OC2765  HISTORY     - 1976     MONUMENTED       NGS
 OC2765  HISTORY     - 20040428 GOOD             GEOCAC
 OC2765
 OC2765                          STATION DESCRIPTION
 OC2765
 OC2765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2765'THIS STATION WAS ESTABLISHED BY AN EDM MEASUREMENT FROM
 OC2765'TRAVERSE STATION FUSSY. SEE DESCRIPTION THEREOF.
 OC2765'
 OC2765'DESCRIBED BY JERRY E. ELLINGWOOD.
 OC2765'
 OC2765'THE HEIGHT OF LIGHT ABOVE THE STATION WAS 1.0 METER.
 OC2765
 OC2765                          STATION RECOVERY (2004)
 OC2765
 OC2765'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 OC2765'RECOVERED AS DESCRIBED IN GOOD CONDITION. WITNESS POST SIGN IS MISSING
 OC2765'BUT VERTICAL MOUNT IS THERE. FOUND BURIED 8 INCHES UNDER ROADSIDE
 OC2765'DIRT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1760 ***********************************************************************
 OC1760  DESIGNATION -  G 1 1941
 OC1760  PID         -  OC1760
 OC1760  STATE/COUNTY-  ME/CUMBERLAND
 OC1760  USGS QUAD   -  PORTLAND EAST (1975)
 OC1760
 OC1760                         *CURRENT SURVEY CONTROL
 OC1760  ___________________________________________________________________
 OC1760* NAD 83(1996)-  43 38 45.31356(N)    070 11 29.96110(W)     ADJUSTED  
 OC1760* NAVD 88     -        34.     (meters)     112.     (feet)  SCALED    
 OC1760  ___________________________________________________________________
 OC1760  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 OC1760  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 OC1760
 OC1760  HORZ ORDER  -  THIRD
 OC1760
 OC1760.The horizontal coordinates were established by classical geodetic methods
 OC1760.and adjusted by the National Geodetic Survey in March 1998..
 OC1760
 OC1760.The orthometric height was scaled from a topographic map.
 OC1760
 OC1760.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1760
 OC1760.The geoid height was determined by GEOID03.
 OC1760
 OC1760;                    North         East     Units Scale Factor Converg.
 OC1760;SPC ME W     -    90,273.615   897,983.898   MT  0.99996672   -0 01 02.1
 OC1760;UTM  19      - 4,833,237.083   403,893.367   MT  0.99971361   -0 49 21.2
 OC1760
 OC1760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1760!SPC ME W     -   0.99999879  x   0.99996672  =   0.99996551
 OC1760!UTM  19      -   0.99999879  x   0.99971361  =   0.99971240
 OC1760
 OC1760                          SUPERSEDED SURVEY CONTROL
 OC1760
 OC1760  NAD 83(1992)-  43 38 45.31175(N)    070 11 29.96194(W) AD(       ) 4
 OC1760  NAD 83(1986)-  43 38 45.31778(N)    070 11 29.96745(W) AD(       ) 4
 OC1760  NAD 27      -  43 38 45.01600(N)    070 11 31.80600(W) AD(       ) 3
 OC1760
 OC1760.Superseded values are not recommended for survey control.
 OC1760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1760.See file dsdata.txt to determine how the superseded data were derived.
 OC1760
 OC1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0389333237(NAD 83)
 OC1760
 OC1760  HISTORY     - Date     Condition        Report By
 OC1760  HISTORY     - 1941     MONUMENTED       CGS
 OC1760
 OC1760                          STATION DESCRIPTION
 OC1760
 OC1760'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1760'STATION IS LOCATED AT FORT LEVETT, ON THE MOST NE PART OF CUSHING
 OC1760'ISLAND, AT WHITEHEAD POINT.  IT IS THE INSTRUMENT CENTER OF THE
 OC1760'INSTRUMENT LOCATED IN THE FOURTH BUILDING SW OF WHITEHEAD
 OC1760'POINT.  INSTRUMENT CENTER WAS PROJECTED ON THE ROOF, THEREFORE, NO
 OC1760'PERMANENT MARK WAS ESTABLISHED.
 OC1760'
 OC1760'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0056 ***********************************************************************
 SF0056  DESIGNATION -  G 10
 SF0056  PID         -  SF0056
 SF0056  STATE/COUNTY-  ME/AROOSTOOK
 SF0056  USGS QUAD   -  EAGLE LAKE (1985)
 SF0056
 SF0056                         *CURRENT SURVEY CONTROL
 SF0056  ___________________________________________________________________
 SF0056* NAD 83(1986)-  47 03 29.     (N)    068 35 50.     (W)     SCALED    
 SF0056* NAVD 88     -       181.910  (meters)     596.82   (feet)  POSTED    
 SF0056  ___________________________________________________________________
 SF0056  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 SF0056  DYNAMIC HT  -         181.930 (meters)     596.88  (feet)  COMP
 SF0056  MODELED GRAV-     980,740.6   (mgal)                       NAVD 88
 SF0056
 SF0056  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 SF0056
 SF0056.The horizontal coordinates were scaled from a topographic map and have
 SF0056.an estimated accuracy of +/- 6 seconds.
 SF0056
 SF0056.The orthometric height was determined by differential leveling
 SF0056.and adjusted by the National Geodetic Survey in 1992..
 SF0056.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 SF0056.rate of 1.1 thru 2.0 mm/km.
 SF0056
 SF0056.The geoid height was determined by GEOID03.
 SF0056
 SF0056.The dynamic height is computed by dividing the NAVD 88
 SF0056.geopotential number by the normal gravity value computed on the
 SF0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0056.degrees latitude (g = 980.6199 gals.).
 SF0056
 SF0056.The modeled gravity was interpolated from observed gravity values.
 SF0056
 SF0056;                    North         East    Units  Estimated Accuracy
 SF0056;SPC ME E     -   376,880.      292,610.      MT  (+/- 180 meters Scaled)
 SF0056
 SF0056                          SUPERSEDED SURVEY CONTROL
 SF0056
 SF0056  NGVD 29 (??/??/92)  182.052  (m)          597.28   (f) ADJ UNCH    1 2
 SF0056
 SF0056.Superseded values are not recommended for survey control.
 SF0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0056.See file dsdata.txt to determine how the superseded data were derived.
 SF0056
 SF0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN305116(NAD 83)
 SF0056_MARKER: DB = BENCH MARK DISK
 SF0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SF0056_STAMPING: 597.282 G 10 1927
 SF0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF0056+STABILITY: SURFACE MOTION
 SF0056
 SF0056  HISTORY     - Date     Condition        Report By
 SF0056  HISTORY     - 1927     MONUMENTED       CGS
 SF0056  HISTORY     - 1927     GOOD             NGS
 SF0056  HISTORY     - 1978     MARK NOT FOUND   NGS
 SF0056  HISTORY     - 1984     MARK NOT FOUND   LOCSUR
 SF0056
 SF0056                          STATION DESCRIPTION
 SF0056
 SF0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 SF0056'2.5 MI S FROM WALLAGRASS STATION.
 SF0056'2.5 MILES SOUTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 SF0056'WALLAGRASS STATION, AROOSTOOK COUNTY, 18 RAILS SOUTH OF MILEPOST
 SF0056'80, 6 RAILS SOUTH OF CULVERT 79.92, 43.7 FEET WEST OF THE WEST
 SF0056'RAIL, 3 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE, AND 5 FEET
 SF0056'NORTH OF THE NORTH GATEPOST OF A WOODEN GATE IN THE RIGHT-OF-WAY
 SF0056'FENCE.  A STANDARD DISK, STAMPED 597.282 G 10 1927 AND SET IN
 SF0056'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 SF0056
 SF0056                          STATION RECOVERY (1927)
 SF0056
 SF0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1927
 SF0056'RECOVERED IN GOOD CONDITION.
 SF0056
 SF0056                          STATION RECOVERY (1978)
 SF0056
 SF0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 SF0056'MARK NOT FOUND.
 SF0056
 SF0056                          STATION RECOVERY (1984)
 SF0056
 SF0056'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 SF0056'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0878 ***********************************************************************
 QG0878  DESIGNATION -  G 100
 QG0878  PID         -  QG0878
 QG0878  STATE/COUNTY-  ME/SOMERSET
 QG0878  USGS QUAD   -  BRASSUA LAKE EAST (1988)
 QG0878
 QG0878                         *CURRENT SURVEY CONTROL
 QG0878  ___________________________________________________________________
 QG0878* NAD 83(1986)-  45 41 35.     (N)    069 48 16.     (W)     SCALED    
 QG0878* NAVD 88     -       371.862  (meters)    1220.02   (feet)  ADJUSTED  
 QG0878  ___________________________________________________________________
 QG0878  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 QG0878  DYNAMIC HT  -         371.854 (meters)    1219.99  (feet)  COMP
 QG0878  MODELED GRAV-     980,583.3   (mgal)                       NAVD 88
 QG0878
 QG0878  VERT ORDER  -  SECOND    CLASS 0
 QG0878
 QG0878.The horizontal coordinates were scaled from a topographic map and have
 QG0878.an estimated accuracy of +/- 6 seconds.
 QG0878
 QG0878.The orthometric height was determined by differential leveling
 QG0878.and adjusted by the National Geodetic Survey in June 1991..
 QG0878
 QG0878.The geoid height was determined by GEOID03.
 QG0878
 QG0878.The dynamic height is computed by dividing the NAVD 88
 QG0878.geopotential number by the normal gravity value computed on the
 QG0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0878.degrees latitude (g = 980.6199 gals.).
 QG0878
 QG0878.The modeled gravity was interpolated from observed gravity values.
 QG0878
 QG0878;                    North         East    Units  Estimated Accuracy
 QG0878;SPC ME W     -   317,820.      928,210.      MT  (+/- 180 meters Scaled)
 QG0878
 QG0878                          SUPERSEDED SURVEY CONTROL
 QG0878
 QG0878  NGVD 29 (??/??/92)  372.028  (m)         1220.56   (f) ADJ UNCH    2 0
 QG0878
 QG0878.Superseded values are not recommended for survey control.
 QG0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0878.See file dsdata.txt to determine how the superseded data were derived.
 QG0878
 QG0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL373602(NAD 83)
 QG0878_MARKER: DB = BENCH MARK DISK
 QG0878_SETTING: 66 = SET IN ROCK OUTCROP
 QG0878_SP_SET: ROCK LEDGE
 QG0878_STAMPING: G 100 1953
 QG0878_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0878+STABILITY: POSITION/ELEVATION WELL
 QG0878
 QG0878  HISTORY     - Date     Condition        Report By
 QG0878  HISTORY     - 1953     MONUMENTED       CGS
 QG0878  HISTORY     - 1977     MARK NOT FOUND   LOCENG
 QG0878
 QG0878                          STATION DESCRIPTION
 QG0878
 QG0878'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0878'1.8 MI NW FROM ROCKWOOD.
 QG0878'1.8 MILES NORTHWEST ALONG A PRIVATE GRAVEL ROAD FROM BRIDGE OVER
 QG0878'MOOSE RIVER, IN TE TOP OF A FLAT ROCK LEDGE WHICH EXTENDS NORTHEAST
 QG0878'FROM UNDER ROAD GRADE AND IS FLUSH WITH GROUND, 24 FEET
 QG0878'NORTH-NORTHEAST OF CENTER LINE OF ROAD, 36 FEET NORTHEAST OF
 QG0878'CENTER OF JUNCTION OF A DRIVE SOUTHWEST INTO WOODS, 24 FEET
 QG0878'WEST OF A TRIANGULAR BLAZED 9-INCH BALSAM TREE, 15 FEET
 QG0878'SOUTHWEST OF A TRIANGULAR BLAZED 7-INCH BALSAM TREE AND ABOUT
 QG0878'3 FEET BELOW LEVEL OF ROAD.
 QG0878
 QG0878                          STATION RECOVERY (1977)
 QG0878
 QG0878'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 QG0878'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0163 ***********************************************************************
 RF0163  DESIGNATION -  G 101
 RF0163  PID         -  RF0163
 RF0163  STATE/COUNTY-  ME/AROOSTOOK
 RF0163  USGS QUAD   -  LITTLE MACHIAS LAKE (1986)
 RF0163
 RF0163                         *CURRENT SURVEY CONTROL
 RF0163  ___________________________________________________________________
 RF0163* NAD 83(1986)-  46 38 04.     (N)    068 32 40.     (W)     SCALED    
 RF0163* NAVD 88     -       222.658  (meters)     730.50   (feet)  ADJUSTED  
 RF0163  ___________________________________________________________________
 RF0163  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 RF0163  DYNAMIC HT  -         222.679 (meters)     730.57  (feet)  COMP
 RF0163  MODELED GRAV-     980,705.3   (mgal)                       NAVD 88
 RF0163
 RF0163  VERT ORDER  -  SECOND    CLASS 0
 RF0163
 RF0163.The horizontal coordinates were scaled from a topographic map and have
 RF0163.an estimated accuracy of +/- 6 seconds.
 RF0163
 RF0163.The orthometric height was determined by differential leveling
 RF0163.and adjusted by the National Geodetic Survey in June 1991..
 RF0163
 RF0163.The geoid height was determined by GEOID03.
 RF0163
 RF0163.The dynamic height is computed by dividing the NAVD 88
 RF0163.geopotential number by the normal gravity value computed on the
 RF0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0163.degrees latitude (g = 980.6199 gals.).
 RF0163
 RF0163.The modeled gravity was interpolated from observed gravity values.
 RF0163
 RF0163;                    North         East    Units  Estimated Accuracy
 RF0163;SPC ME E     -   329,790.      296,600.      MT  (+/- 180 meters Scaled)
 RF0163
 RF0163                          SUPERSEDED SURVEY CONTROL
 RF0163
 RF0163  NGVD 29 (??/??/92)  222.830  (m)          731.07   (f) ADJ UNCH    2 0
 RF0163
 RF0163.Superseded values are not recommended for survey control.
 RF0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0163.See file dsdata.txt to determine how the superseded data were derived.
 RF0163
 RF0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM348646(NAD 83)
 RF0163_MARKER: DB = BENCH MARK DISK
 RF0163_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RF0163_SP_SET: CONCRETE GATE POST
 RF0163_STAMPING: G 101 1953
 RF0163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RF0163
 RF0163  HISTORY     - Date     Condition        Report By
 RF0163  HISTORY     - 1953     MONUMENTED       CGS
 RF0163  HISTORY     - 1978     MARK NOT FOUND   NGS
 RF0163
 RF0163                          STATION DESCRIPTION
 RF0163
 RF0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0163'6.5 MI W FROM ASHLAND.
 RF0163'0.3 MILE WEST ALONG STATE HIGHWAY 11 FROM THE BANGOR AND
 RF0163'AROOSTOOK RAILROAD STATION AT ASHLAND, THENCE ABOUT 0.6 MILE
 RF0163'SOUTHWEST ALONG A BLACK TOP ROAD, THENCE ABOUT 5.6 MILES WEST
 RF0163'ALONG A PRIVATE GRAVEL ROAD, ABOUT 0.75 MILE WEST OF A BRIDGE
 RF0163'OVER SIXMILE BROOK, ABOUT 1.15 MILE EAST OF A BRIDGE OVER
 RF0163'NINEMILE BROOK, IN THE TOP OF THE NORTHWEST CORNER OF 4-FOOT
 RF0163'SQUARE CONCRETE BASE OF A 2-FOOT SQUARE CONCRETE GATE POST, 12
 RF0163'1/2 FEET SOUTH OF CENTER LINE OF ROAD, 0.8 FOOT NORTHWEST OF
 RF0163'NORTHWEST CORNER OF CONCRETE POST AND ABOUT LEVEL WITH ROAD.
 RF0163'NOTE-- MARK MAY BE COVERED.
 RF0163
 RF0163                          STATION RECOVERY (1978)
 RF0163
 RF0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 RF0163'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0213 ***********************************************************************
 RF0213  DESIGNATION -  G 102
 RF0213  PID         -  RF0213
 RF0213  STATE/COUNTY-  ME/PISCATAQUIS
 RF0213  USGS QUAD   -  FIFTH MUSQUACOOK LAKE (1986)
 RF0213
 RF0213                         *CURRENT SURVEY CONTROL
 RF0213  ___________________________________________________________________
 RF0213* NAD 83(1986)-  46 31 29.     (N)    069 03 44.     (W)     SCALED    
 RF0213* NAVD 88     -       346.334  (meters)    1136.26   (feet)  ADJUSTED  
 RF0213  ___________________________________________________________________
 RF0213  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 RF0213  DYNAMIC HT  -         346.353 (meters)    1136.33  (feet)  COMP
 RF0213  MODELED GRAV-     980,659.3   (mgal)                       NAVD 88
 RF0213
 RF0213  VERT ORDER  -  SECOND    CLASS 0
 RF0213
 RF0213.The horizontal coordinates were scaled from a topographic map and have
 RF0213.an estimated accuracy of +/- 6 seconds.
 RF0213
 RF0213.The orthometric height was determined by differential leveling
 RF0213.and adjusted by the National Geodetic Survey in June 1991..
 RF0213
 RF0213.The geoid height was determined by GEOID03.
 RF0213
 RF0213.The dynamic height is computed by dividing the NAVD 88
 RF0213.geopotential number by the normal gravity value computed on the
 RF0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0213.degrees latitude (g = 980.6199 gals.).
 RF0213
 RF0213.The modeled gravity was interpolated from observed gravity values.
 RF0213
 RF0213;                    North         East    Units  Estimated Accuracy
 RF0213;SPC ME E     -   317,750.      256,870.      MT  (+/- 180 meters Scaled)
 RF0213
 RF0213                          SUPERSEDED SURVEY CONTROL
 RF0213
 RF0213  NGVD 29 (??/??/92)  346.523  (m)         1136.88   (f) ADJ UNCH    2 0
 RF0213
 RF0213.Superseded values are not recommended for survey control.
 RF0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0213.See file dsdata.txt to determine how the superseded data were derived.
 RF0213
 RF0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM952523(NAD 83)
 RF0213_MARKER: DB = BENCH MARK DISK
 RF0213_SETTING: 80 = SET IN A BOULDER
 RF0213_SP_SET: BOULDER
 RF0213_STAMPING: G 102 1953
 RF0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0213+STABILITY: SURFACE MOTION
 RF0213
 RF0213  HISTORY     - Date     Condition        Report By
 RF0213  HISTORY     - 1953     MONUMENTED       CGS
 RF0213
 RF0213                          STATION DESCRIPTION
 RF0213
 RF0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0213'41.5 MI W FROM ASHLAND.
 RF0213'ABOUT 0.3 MILE WEST ALONG STATE HIGHWAY 11 FROM THE BANGOR AND
 RF0213'AROOSTOOK RAILROAD STATION AT ASHLAND, THENCE ABOUT 0.6 MILE
 RF0213'SOUTHWEST ALONG A BLACK TOP ROAD, THENCE ABOUT 40.6 MILES
 RF0213'WEST AND SOUTHWEST ALONG A PRIVATE GRAVEL ROAD, 154 YARDS EAST
 RF0213'OF A BRIDGE ACROSS MOUTH OF A BROOK EMPTYING INTO MIDDLE ELBOW
 RF0213'POND FROM THE SOUTH, 33 FEET NORTH OF CENTER LINE OF ROAD, IN
 RF0213'THE TOP AND 1 FOOT NORTH OF THE HIGHEST POINT OF A 2 1/2-FOOT
 RF0213'HIGH 5 BY 4-FOOT BOULDER WITH A PINE TREE GROWING ON ITS SOUTH
 RF0213'END AND ABOUT 1/2 FOOT BELOW LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0016 ***********************************************************************
 QH0016  DESIGNATION -  G 103
 QH0016  PID         -  QH0016
 QH0016  STATE/COUNTY-  ME/SOMERSET
 QH0016  USGS QUAD   -  FOLEY POND (1989)
 QH0016
 QH0016                         *CURRENT SURVEY CONTROL
 QH0016  ___________________________________________________________________
 QH0016* NAD 83(1986)-  45 56 51.     (N)    070 00 08.     (W)     SCALED    
 QH0016* NAVD 88     -       347.450  (meters)    1139.93   (feet)  ADJUSTED  
 QH0016  ___________________________________________________________________
 QH0016  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 QH0016  DYNAMIC HT  -         347.441 (meters)    1139.90  (feet)  COMP
 QH0016  MODELED GRAV-     980,580.1   (mgal)                       NAVD 88
 QH0016
 QH0016  VERT ORDER  -  SECOND    CLASS 0
 QH0016
 QH0016.The horizontal coordinates were scaled from a topographic map and have
 QH0016.an estimated accuracy of +/- 6 seconds.
 QH0016
 QH0016.The orthometric height was determined by differential leveling
 QH0016.and adjusted by the National Geodetic Survey in June 1991..
 QH0016
 QH0016.The geoid height was determined by GEOID03.
 QH0016
 QH0016.The dynamic height is computed by dividing the NAVD 88
 QH0016.geopotential number by the normal gravity value computed on the
 QH0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QH0016.degrees latitude (g = 980.6199 gals.).
 QH0016
 QH0016.The modeled gravity was interpolated from observed gravity values.
 QH0016
 QH0016;                    North         East    Units  Estimated Accuracy
 QH0016;SPC ME W     -   346,050.      912,750.      MT  (+/- 180 meters Scaled)
 QH0016
 QH0016                          SUPERSEDED SURVEY CONTROL
 QH0016
 QH0016  NGVD 29 (??/??/92)  347.612  (m)         1140.46   (f) ADJ UNCH    2 0
 QH0016
 QH0016.Superseded values are not recommended for survey control.
 QH0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0016.See file dsdata.txt to determine how the superseded data were derived.
 QH0016
 QH0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL223887(NAD 83)
 QH0016_MARKER: DB = BENCH MARK DISK
 QH0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QH0016_STAMPING: G 103 1953
 QH0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0016+STABILITY: SURFACE MOTION
 QH0016
 QH0016  HISTORY     - Date     Condition        Report By
 QH0016  HISTORY     - 1953     MONUMENTED       CGS
 QH0016
 QH0016                          STATION DESCRIPTION
 QH0016
 QH0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QH0016'5 MI NW FROM PITTSTON FARM.
 QH0016'2.0 MILES NORTHWEST ALONG A PRIVATE GRAVEL ROAD FROM BRIDGE OVER
 QH0016'SOUTH BRANCH PENOBSCOT RIVER AT PITTSTON FARM, THENCE ABOUT 3.05
 QH0016'MILES NORTH ALONG A PRIVATE GRAVEL ROAD, AT THE TOP OF A GRADE,
 QH0016'23 FEET WEST-SOUTHWEST OF CENTER LINE OF ROAD, 92 FEET SOUTH
 QH0016'AND ACROSS ROAD FROM A TRIANGULAR BLAZED 14-INCH BIRCH TREE, 71
 QH0016'FEET SOUTH-SOUTHEAST OF A TRIANGULAR BLAZED 8-INCH BIRCH TREE,
 QH0016'10 1/2 FEET SOUTHEAST OF CENTER LINE OF A DIM TRAIL SOUTHWEST, 2
 QH0016'FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 1/2 FOOT
 QH0016'BELOW LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST
 QH0016'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0937 ***********************************************************************
 QG0937  DESIGNATION -  G 104
 QG0937  PID         -  QG0937
 QG0937  STATE/COUNTY-  ME/SOMERSET
 QG0937  USGS QUAD   -  SEBOOMOOK LAKE WEST (1989)
 QG0937
 QG0937                         *CURRENT SURVEY CONTROL
 QG0937  ___________________________________________________________________
 QG0937* NAD 83(1986)-  45 53 40.     (N)    069 52 42.     (W)     SCALED    
 QG0937* NAVD 88     -       352.806  (meters)    1157.50   (feet)  ADJUSTED  
 QG0937  ___________________________________________________________________
 QG0937  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 QG0937  DYNAMIC HT  -         352.801 (meters)    1157.48  (feet)  COMP
 QG0937  MODELED GRAV-     980,592.4   (mgal)                       NAVD 88
 QG0937
 QG0937  VERT ORDER  -  SECOND    CLASS 0
 QG0937
 QG0937.The horizontal coordinates were scaled from a topographic map and have
 QG0937.an estimated accuracy of +/- 6 seconds.
 QG0937
 QG0937.The orthometric height was determined by differential leveling
 QG0937.and adjusted by the National Geodetic Survey in June 1991..
 QG0937
 QG0937.The geoid height was determined by GEOID03.
 QG0937
 QG0937.The dynamic height is computed by dividing the NAVD 88
 QG0937.geopotential number by the normal gravity value computed on the
 QG0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0937.degrees latitude (g = 980.6199 gals.).
 QG0937
 QG0937.The modeled gravity was interpolated from observed gravity values.
 QG0937
 QG0937;                    North         East    Units  Estimated Accuracy
 QG0937;SPC ME W     -   340,180.      922,380.      MT  (+/- 180 meters Scaled)
 QG0937
 QG0937                          SUPERSEDED SURVEY CONTROL
 QG0937
 QG0937  NGVD 29 (??/??/92)  352.969  (m)         1158.03   (f) ADJ UNCH    2 0
 QG0937
 QG0937.Superseded values are not recommended for survey control.
 QG0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0937.See file dsdata.txt to determine how the superseded data were derived.
 QG0937
 QG0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL318826(NAD 83)
 QG0937_MARKER: DB = BENCH MARK DISK
 QG0937_SETTING: 66 = SET IN ROCK OUTCROP
 QG0937_SP_SET: ROCK LEDGE
 QG0937_STAMPING: G 104 1953
 QG0937_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0937+STABILITY: POSITION/ELEVATION WELL
 QG0937
 QG0937  HISTORY     - Date     Condition        Report By
 QG0937  HISTORY     - 1953     MONUMENTED       CGS
 QG0937
 QG0937                          STATION DESCRIPTION
 QG0937
 QG0937'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0937'7.1 MI E FROM PITTSTON FARM.
 QG0937'3.4 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE BRIDGE OVER
 QG0937'SOUTH BRANCH OF PENOBSCOT RIVER, THENCE ABOUT 3.7 MILES NORTHEAST
 QG0937'AND EAST ALONG A GRAVEL ROAD, ABOUT 0.35 MILE EAST OF A PICNIC
 QG0937'AREA AND A SPRING, IN THE TOP OF AN OUTCROPPING ROCK LEDGE, 34
 QG0937'FEET SOUTHEAST OF CENTER LINE OF ROAD, 85 FEET EAST-SOUTHEAST
 QG0937'AND ACROSS ROAD FROM A TRIANGULAR BLAZED 12-INCH BIRCH TREE,
 QG0937'28 FEET WEST-SOUTHWEST OF A TRIANGULAR BLAZED 9-INCH BIRCH TREE,
 QG0937'50 FEET SOUTHWEST OF A TELEPHONE POLE AND IN LINE WITH ROW
 QG0937'OF POLES AND ABOUT 6 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0947 ***********************************************************************
 QG0947  DESIGNATION -  G 105
 QG0947  PID         -  QG0947
 QG0947  STATE/COUNTY-  ME/SOMERSET
 QG0947  USGS QUAD   -  SEBOOMOOK LAKE EAST (1989)
 QG0947
 QG0947                         *CURRENT SURVEY CONTROL
 QG0947  ___________________________________________________________________
 QG0947* NAD 83(1986)-  45 57 00.     (N)    069 46 27.     (W)     SCALED    
 QG0947* NAVD 88     -       376.653  (meters)    1235.74   (feet)  ADJUSTED  
 QG0947  ___________________________________________________________________
 QG0947  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 QG0947  DYNAMIC HT  -         376.648 (meters)    1235.72  (feet)  COMP
 QG0947  MODELED GRAV-     980,591.3   (mgal)                       NAVD 88
 QG0947
 QG0947  VERT ORDER  -  SECOND    CLASS 0
 QG0947
 QG0947.The horizontal coordinates were scaled from a topographic map and have
 QG0947.an estimated accuracy of +/- 6 seconds.
 QG0947
 QG0947.The orthometric height was determined by differential leveling
 QG0947.and adjusted by the National Geodetic Survey in June 1991..
 QG0947
 QG0947.The geoid height was determined by GEOID03.
 QG0947
 QG0947.The dynamic height is computed by dividing the NAVD 88
 QG0947.geopotential number by the normal gravity value computed on the
 QG0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0947.degrees latitude (g = 980.6199 gals.).
 QG0947
 QG0947.The modeled gravity was interpolated from observed gravity values.
 QG0947
 QG0947;                    North         East    Units  Estimated Accuracy
 QG0947;SPC ME W     -   346,390.      930,430.      MT  (+/- 180 meters Scaled)
 QG0947
 QG0947                          SUPERSEDED SURVEY CONTROL
 QG0947
 QG0947  NGVD 29 (??/??/92)  376.813  (m)         1236.26   (f) ADJ UNCH    2 0
 QG0947
 QG0947.Superseded values are not recommended for survey control.
 QG0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0947.See file dsdata.txt to determine how the superseded data were derived.
 QG0947
 QG0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL400887(NAD 83)
 QG0947_MARKER: DB = BENCH MARK DISK
 QG0947_SETTING: 66 = SET IN ROCK OUTCROP
 QG0947_SP_SET: BED ROCK
 QG0947_STAMPING: G 105 1953
 QG0947_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0947+STABILITY: POSITION/ELEVATION WELL
 QG0947
 QG0947  HISTORY     - Date     Condition        Report By
 QG0947  HISTORY     - 1953     MONUMENTED       CGS
 QG0947  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QG0947
 QG0947                          STATION DESCRIPTION
 QG0947
 QG0947'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0947'3.7 MI NW FROM SEBOOMOOK DAM.
 QG0947'3.7 MILES NORTHWEST ALONG A GRAVEL ROAD LEADING TO CAUCOMGOMOC
 QG0947'LAKE FROM SEBOOMOOK DAM, ON A GRADE DECENDING NORTHWEST, SET
 QG0947'IN TOP OF BEDROCK EXTENDING ACROSS ROAD AND ABOUT 6 INCHES
 QG0947'UNDER GROUND, 18 FEET SOUTHWEST OF CENTER LINE OF ROAD, 49 1/2
 QG0947'FEET SOUTH AND ACROSS ROAD FROM A TELEPHONE POLE, 21 FEET NORTH
 QG0947'OF A TRIANGULAR BLAZED 12-INCH SPRUCE TREE, 15 1/2 FEET
 QG0947'NORTHEAST OF A TRIANGULAR BLAZED 10-INCH BALSAM TREE, 5 FEET
 QG0947'EAST OF NORTH POINT OF A 4 BY 2 1/2-FOOT SURFACE BOULDER AND
 QG0947'ABOUT 1/2 FOOT ABOVE LEVEL OF ROAD.
 QG0947
 QG0947                          STATION RECOVERY (1985)
 QG0947
 QG0947'RECOVERY NOTE BY US POWER SQUADRON 1985 (JHS)
 QG0947'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0920 ***********************************************************************
 QG0920  DESIGNATION -  G 106
 QG0920  PID         -  QG0920
 QG0920  STATE/COUNTY-  ME/PISCATAQUIS
 QG0920  USGS QUAD   -  SEBOOMOOK (1989)
 QG0920
 QG0920                         *CURRENT SURVEY CONTROL
 QG0920  ___________________________________________________________________
 QG0920* NAD 83(1986)-  45 54 02.     (N)    069 38 36.     (W)     SCALED    
 QG0920* NAVD 88     -       346.507  (meters)    1136.83   (feet)  ADJUSTED  
 QG0920  ___________________________________________________________________
 QG0920  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 QG0920  DYNAMIC HT  -         346.505 (meters)    1136.83  (feet)  COMP
 QG0920  MODELED GRAV-     980,600.5   (mgal)                       NAVD 88
 QG0920
 QG0920  VERT ORDER  -  SECOND    CLASS 0
 QG0920
 QG0920.The horizontal coordinates were scaled from a topographic map and have
 QG0920.an estimated accuracy of +/- 6 seconds.
 QG0920
 QG0920.The orthometric height was determined by differential leveling
 QG0920.and adjusted by the National Geodetic Survey in June 1991..
 QG0920
 QG0920.The geoid height was determined by GEOID03.
 QG0920
 QG0920.The dynamic height is computed by dividing the NAVD 88
 QG0920.geopotential number by the normal gravity value computed on the
 QG0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0920.degrees latitude (g = 980.6199 gals.).
 QG0920
 QG0920.The modeled gravity was interpolated from observed gravity values.
 QG0920
 QG0920;                    North         East    Units  Estimated Accuracy
 QG0920;SPC ME E     -   248,860.      211,280.      MT  (+/- 180 meters Scaled)
 QG0920
 QG0920                          SUPERSEDED SURVEY CONTROL
 QG0920
 QG0920  NGVD 29 (??/??/92)  346.671  (m)         1137.37   (f) ADJ UNCH    2 0
 QG0920
 QG0920.Superseded values are not recommended for survey control.
 QG0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0920.See file dsdata.txt to determine how the superseded data were derived.
 QG0920
 QG0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL500832(NAD 83)
 QG0920_MARKER: DB = BENCH MARK DISK
 QG0920_SETTING: 66 = SET IN ROCK OUTCROP
 QG0920_SP_SET: ROCK LEDGE
 QG0920_STAMPING: G 106 1953
 QG0920_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0920+STABILITY: POSITION/ELEVATION WELL
 QG0920
 QG0920  HISTORY     - Date     Condition        Report By
 QG0920  HISTORY     - 1953     MONUMENTED       CGS
 QG0920
 QG0920                          STATION DESCRIPTION
 QG0920
 QG0920'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0920'5.3 MI E FROM SEBOOMOOK DAM.
 QG0920'5.3 MILES EAST AND SOUTHEAST ALONG A GRAVEL ROAD LEADING TO
 QG0920'NORTHEAST CARRY FROM SEBOOMOOK DAM, ABOUT 0.1 MILE NORTHWEST OF
 QG0920'JUNCTION OF A DIM ROAD SOUTHWEST, SET VERTICALLY IN FACE OF A
 QG0920'ROCK LEDGE ABOUT 15 BY 6 1/2 FEET, 31 FEET SOUTHWEST OF CENTER LINE
 QG0920'OF ROAD, 10 1/2 FEET SOUTH OF A TELEPHONE POLE, 8 FEET NORTHWEST
 QG0920'OF SOUTHEAST END OF LEDGE AND ABOUT 2 1/2 FEET ABOVE LEVEL OF
 QG0920'ROAD.  NOTE-- MARK MAY BE REACHED FROM NORTHEAST CARRY INN AT
 QG0920'NORTHEAST CARRY BY GOING ABOUT 1.55 MILES NORTHEAST ALONG A
 QG0920'GRAVEL ROAD, THENCE ABOUT 1.7 MILES NORTHWEST ALONG A GRAVEL ROAD
 QG0920'LEADING TO SEBOOMOOK DAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0281 ***********************************************************************
 RF0281  DESIGNATION -  G 107
 RF0281  PID         -  RF0281
 RF0281  STATE/COUNTY-  ME/PISCATAQUIS
 RF0281  USGS QUAD   -  CAUCOMGOMOC LAKE WEST (1989)
 RF0281
 RF0281                         *CURRENT SURVEY CONTROL
 RF0281  ___________________________________________________________________
 RF0281* NAD 83(1986)-  46 12 50.     (N)    069 40 29.     (W)     SCALED    
 RF0281* NAVD 88     -       356.883  (meters)    1170.87   (feet)  ADJUSTED  
 RF0281  ___________________________________________________________________
 RF0281  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 RF0281  DYNAMIC HT  -         356.896 (meters)    1170.92  (feet)  COMP
 RF0281  MODELED GRAV-     980,640.4   (mgal)                       NAVD 88
 RF0281
 RF0281  VERT ORDER  -  SECOND    CLASS 0
 RF0281
 RF0281.The horizontal coordinates were scaled from a topographic map and have
 RF0281.an estimated accuracy of +/- 6 seconds.
 RF0281
 RF0281.The orthometric height was determined by differential leveling
 RF0281.and adjusted by the National Geodetic Survey in June 1991..
 RF0281
 RF0281.The geoid height was determined by GEOID03.
 RF0281
 RF0281.The dynamic height is computed by dividing the NAVD 88
 RF0281.geopotential number by the normal gravity value computed on the
 RF0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0281.degrees latitude (g = 980.6199 gals.).
 RF0281
 RF0281.The modeled gravity was interpolated from observed gravity values.
 RF0281
 RF0281;                    North         East    Units  Estimated Accuracy
 RF0281;SPC ME E     -   283,720.      209,360.      MT  (+/- 180 meters Scaled)
 RF0281
 RF0281                          SUPERSEDED SURVEY CONTROL
 RF0281
 RF0281  NGVD 29 (??/??/92)  357.056  (m)         1171.44   (f) ADJ UNCH    2 0
 RF0281
 RF0281.Superseded values are not recommended for survey control.
 RF0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0281.See file dsdata.txt to determine how the superseded data were derived.
 RF0281
 RF0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM479180(NAD 83)
 RF0281_MARKER: DB = BENCH MARK DISK
 RF0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RF0281_STAMPING: G 107 1953
 RF0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0281+STABILITY: SURFACE MOTION
 RF0281
 RF0281  HISTORY     - Date     Condition        Report By
 RF0281  HISTORY     - 1953     MONUMENTED       CGS
 RF0281  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RF0281
 RF0281                          STATION DESCRIPTION
 RF0281
 RF0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0281'26.3 MI N FROM SEBOOMOOK DAM.
 RF0281'ABOUT 26.3 MILES NORTHWEST AND NORTH ALONG A GRAVEL ROAD LEADING
 RF0281'TO CAUCOMGOMOC LAKE FROM SEBOOMOOK DAM, ABOUT 0.65 MILE
 RF0281'WEST-SOUTHWEST OF CAUCOMGOMOC LAKE, AT A ROAD LEADING
 RF0281'EAST-NORTHEAST TO LAKE AND A LOGGING ROAD LEADING NORTH, 53
 RF0281'FEET NORTH-NORTHEAST OF CENTER OF JUNCTION, 48 FEET
 RF0281'NORTH-NORTHWEST AND ACROSS LOGGING ROAD NORTH FROM CENTER LINE
 RF0281'OF ROAD TO LAKE, 26 FEET WEST OF CENTER LINE OF ROAD NORTH, 16
 RF0281'FEET EAST OF A 24-INCH BIRCH TREE, 16 FEET SOUTH OF A 24-INCH
 RF0281'BIRCH TREE, ABOUT 2 FEET BELOW LEVEL OF ROAD AND SET IN THE
 RF0281'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RF0281
 RF0281                          STATION RECOVERY (1985)
 RF0281
 RF0281'RECOVERY NOTE BY US POWER SQUADRON 1985 (LMT)
 RF0281'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0192 ***********************************************************************
 RF0192  DESIGNATION -  G 108
 RF0192  PID         -  RF0192
 RF0192  STATE/COUNTY-  ME/AROOSTOOK
 RF0192  USGS QUAD   -  MOOSELEUK LAKE (1985)
 RF0192
 RF0192                         *CURRENT SURVEY CONTROL
 RF0192  ___________________________________________________________________
 RF0192* NAD 83(1986)-  46 35 59.     (N)    068 55 15.     (W)     SCALED    
 RF0192* NAVD 88     -       414.730  (meters)    1360.66   (feet)  ADJUSTED  
 RF0192  ___________________________________________________________________
 RF0192  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 RF0192  DYNAMIC HT  -         414.755 (meters)    1360.74  (feet)  COMP
 RF0192  MODELED GRAV-     980,660.1   (mgal)                       NAVD 88
 RF0192
 RF0192  VERT ORDER  -  SECOND    CLASS 0
 RF0192
 RF0192.The horizontal coordinates were scaled from a topographic map and have
 RF0192.an estimated accuracy of +/- 6 seconds.
 RF0192
 RF0192.The orthometric height was determined by differential leveling
 RF0192.and adjusted by the National Geodetic Survey in June 1991..
 RF0192
 RF0192.The geoid height was determined by GEOID03.
 RF0192
 RF0192.The dynamic height is computed by dividing the NAVD 88
 RF0192.geopotential number by the normal gravity value computed on the
 RF0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0192.degrees latitude (g = 980.6199 gals.).
 RF0192
 RF0192.The modeled gravity was interpolated from observed gravity values.
 RF0192
 RF0192;                    North         East    Units  Estimated Accuracy
 RF0192;SPC ME E     -   326,020.      267,760.      MT  (+/- 180 meters Scaled)
 RF0192
 RF0192                          SUPERSEDED SURVEY CONTROL
 RF0192
 RF0192  NGVD 29 (??/??/92)  414.919  (m)         1361.28   (f) ADJ UNCH    2 0
 RF0192
 RF0192.Superseded values are not recommended for survey control.
 RF0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0192.See file dsdata.txt to determine how the superseded data were derived.
 RF0192
 RF0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM060606(NAD 83)
 RF0192_MARKER: DB = BENCH MARK DISK
 RF0192_SETTING: 80 = SET IN A BOULDER
 RF0192_SP_SET: BOULDER
 RF0192_STAMPING: G 108 1953
 RF0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0192+STABILITY: SURFACE MOTION
 RF0192
 RF0192  HISTORY     - Date     Condition        Report By
 RF0192  HISTORY     - 1953     MONUMENTED       CGS
 RF0192
 RF0192                          STATION DESCRIPTION
 RF0192
 RF0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0192'28.2 MI W FROM ASHLAND.
 RF0192'0.3 MILE WEST ALONG STATE HIGHWAY 11 FROM THE BANGOR AND
 RF0192'AROOSTOOK RAILROAD STATION AT ASHLAND, THENCE ABOUT 0.6 MILE
 RF0192'SOUTHWEST ALONG A BLACK TOP ROAD, THENCE ABOUT 27.35 MILES WEST
 RF0192'AND SOUTHWEST ALONG A PRIVATE GRAVEL ROAD, ABOUT 1.35 MILE
 RF0192'SOUTHWEST OF THE JUNCTION OF A ROAD NORTHWEST TO PARADISS CAMP,
 RF0192'ABOUT 1.8 MILES NORTHEAST OF A BRIDGE OVER BLIND BROOK, 26
 RF0192'YARDS SOUTHWEST OF THE BOTTOM OF GRADES THENCE ABOUT 33 YARDS
 RF0192'SOUTH ALONG AN ABANDONED TRAIL, 98 FEET SOUTHEAST OF CENTER
 RF0192'LINE OF ROAD, IN THE TOP AND 2 FEET WEST OF THE EAST END OF A
 RF0192'2 1/2-FOOT HIGH 6 BY 9 FOOT BOULDER AND ABOUT LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0344 ***********************************************************************
 RF0344  DESIGNATION -  G 109
 RF0344  PID         -  RF0344
 RF0344  STATE/COUNTY-  ME/AROOSTOOK
 RF0344  USGS QUAD   -  MARY L POND (1986)
 RF0344
 RF0344                         *CURRENT SURVEY CONTROL
 RF0344  ___________________________________________________________________
 RF0344* NAD 83(1986)-  46 42 40.     (N)    069 46 34.     (W)     SCALED    
 RF0344* NAVD 88     -       362.858  (meters)    1190.48   (feet)  ADJUSTED  
 RF0344  ___________________________________________________________________
 RF0344  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 RF0344  DYNAMIC HT  -         362.874 (meters)    1190.53  (feet)  COMP
 RF0344  MODELED GRAV-     980,647.7   (mgal)                       NAVD 88
 RF0344
 RF0344  VERT ORDER  -  SECOND    CLASS 0
 RF0344
 RF0344.The horizontal coordinates were scaled from a topographic map and have
 RF0344.an estimated accuracy of +/- 6 seconds.
 RF0344
 RF0344.The orthometric height was determined by differential leveling
 RF0344.and adjusted by the National Geodetic Survey in June 1991..
 RF0344
 RF0344.The geoid height was determined by GEOID03.
 RF0344
 RF0344.The dynamic height is computed by dividing the NAVD 88
 RF0344.geopotential number by the normal gravity value computed on the
 RF0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0344.degrees latitude (g = 980.6199 gals.).
 RF0344
 RF0344.The modeled gravity was interpolated from observed gravity values.
 RF0344
 RF0344;                    North         East    Units  Estimated Accuracy
 RF0344;SPC ME E     -   339,100.      202,430.      MT  (+/- 180 meters Scaled)
 RF0344
 RF0344                          SUPERSEDED SURVEY CONTROL
 RF0344
 RF0344  NGVD 29 (??/??/92)  363.035  (m)         1191.06   (f) ADJ UNCH    2 0
 RF0344
 RF0344.Superseded values are not recommended for survey control.
 RF0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0344.See file dsdata.txt to determine how the superseded data were derived.
 RF0344
 RF0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM406733(NAD 83)
 RF0344_MARKER: DB = BENCH MARK DISK
 RF0344_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RF0344_SP_SET: PINE TREE
 RF0344_STAMPING: G 109 1953
 RF0344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RF0344
 RF0344  HISTORY     - Date     Condition        Report By
 RF0344  HISTORY     - 1953     MONUMENTED       CGS
 RF0344  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 RF0344
 RF0344                          STATION DESCRIPTION
 RF0344
 RF0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0344'11.4 MI E FROM LAC FRONTIERE.
 RF0344'ABOUT 11.4 MILES EAST ALONG A PRIVATE GRAVEL ROAD LEADING TO
 RF0344'CLAYTON LAKE FROM THE JUNCTION OF ROUTE 24 AT LAC FRONTIERE ABOUT
 RF0344'3.05 MILES WEST OF A BRIDGE OVER SAINT JOHN RIVER, NEAR THE TOP
 RF0344'OF A GRADE, 24 1/2 FEET SOUTH OF CENTER LINE OF ROAD, 38 FEET
 RF0344'SOUTHEAST OF TOP OF GRADE, SET VERTICALLY ABOUT 1 FOOT ABOVE
 RF0344'GROUND IN THE NORTH FACE OF A 14-INCH PINE TREE AND ABOUT 1 1/2
 RF0344'FEET ABOVE LEVEL OF ROAD.
 RF0344
 RF0344                          STATION RECOVERY (1984)
 RF0344
 RF0344'RECOVERY NOTE BY US POWER SQUADRON 1984 (RR)
 RF0344'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0016 ***********************************************************************
 RF0016  DESIGNATION -  G 11
 RF0016  PID         -  RF0016
 RF0016  STATE/COUNTY-  ME/AROOSTOOK
 RF0016  USGS QUAD   -  SQUA PAN LAKE WEST (1986)
 RF0016
 RF0016                         *CURRENT SURVEY CONTROL
 RF0016  ___________________________________________________________________
 RF0016* NAD 83(1986)-  46 30 14.     (N)    068 21 38.     (W)     SCALED    
 RF0016* NAVD 88     -       176.631  (meters)     579.50   (feet)  ADJUSTED  
 RF0016  ___________________________________________________________________
 RF0016  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 RF0016  DYNAMIC HT  -         176.646 (meters)     579.55  (feet)  COMP
 RF0016  MODELED GRAV-     980,695.5   (mgal)                       NAVD 88
 RF0016
 RF0016  VERT ORDER  -  FIRST     CLASS II
 RF0016
 RF0016.The horizontal coordinates were scaled from a topographic map and have
 RF0016.an estimated accuracy of +/- 6 seconds.
 RF0016
 RF0016.The orthometric height was determined by differential leveling
 RF0016.and adjusted by the National Geodetic Survey in June 1991..
 RF0016
 RF0016.The geoid height was determined by GEOID03.
 RF0016
 RF0016.The dynamic height is computed by dividing the NAVD 88
 RF0016.geopotential number by the normal gravity value computed on the
 RF0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0016.degrees latitude (g = 980.6199 gals.).
 RF0016
 RF0016.The modeled gravity was interpolated from observed gravity values.
 RF0016
 RF0016;                    North         East    Units  Estimated Accuracy
 RF0016;SPC ME E     -   315,290.      310,700.      MT  (+/- 180 meters Scaled)
 RF0016
 RF0016                          SUPERSEDED SURVEY CONTROL
 RF0016
 RF0016  NGVD 29 (??/??/92)  176.786  (m)          580.01   (f) ADJ UNCH    1 2
 RF0016
 RF0016.Superseded values are not recommended for survey control.
 RF0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0016.See file dsdata.txt to determine how the superseded data were derived.
 RF0016
 RF0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM490502(NAD 83)
 RF0016_MARKER: DB = BENCH MARK DISK
 RF0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RF0016_STAMPING: 580.005 G 11 1927
 RF0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0016+STABILITY: SURFACE MOTION
 RF0016
 RF0016  HISTORY     - Date     Condition        Report By
 RF0016  HISTORY     - 1927     MONUMENTED       CGS
 RF0016  HISTORY     - 1977     GOOD             LOCENG
 RF0016
 RF0016                          STATION DESCRIPTION
 RF0016
 RF0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 RF0016'AT MASARDIS.
 RF0016'AT MASARDIS, AROOSTOOK COUNTY, ON THE BANGOR AND AROOSTOOK
 RF0016'RAILROAD, 100 YARDS NORTH OF THE STATION, 7-1/2 RAILS SOUTH OF
 RF0016'MILEPOST 33, 43 FEET EAST OF THE EAST RAIL, AND 2.8 FEET WEST
 RF0016'AND 2.9 FEET NORTH OF THE RIGHT-OF-WAY FENCE CORNER.  A STANDARD
 RF0016'DISK, STAMPED 580.005 G 11 1927 AND SET IN THE TOP OF A CONCRETE
 RF0016'POST FLUSH WITH THE GROUND.
 RF0016
 RF0016                          STATION RECOVERY (1977)
 RF0016
 RF0016'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 RF0016'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0334 ***********************************************************************
 RF0334  DESIGNATION -  G 110
 RF0334  PID         -  RF0334
 RF0334  STATE/COUNTY-  ME/AROOSTOOK
 RF0334  USGS QUAD   -  NINEMILE BRIDGE (1986)
 RF0334
 RF0334                         *CURRENT SURVEY CONTROL
 RF0334  ___________________________________________________________________
 RF0334* NAD 83(1986)-  46 39 16.     (N)    069 38 41.     (W)     SCALED    
 RF0334* NAVD 88     -       378.666  (meters)    1242.34   (feet)  ADJUSTED  
 RF0334  ___________________________________________________________________
 RF0334  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 RF0334  DYNAMIC HT  -         378.681 (meters)    1242.39  (feet)  COMP
 RF0334  MODELED GRAV-     980,641.4   (mgal)                       NAVD 88
 RF0334
 RF0334  VERT ORDER  -  SECOND    CLASS 0
 RF0334
 RF0334.The horizontal coordinates were scaled from a topographic map and have
 RF0334.an estimated accuracy of +/- 6 seconds.
 RF0334
 RF0334.The orthometric height was determined by differential leveling
 RF0334.and adjusted by the National Geodetic Survey in June 1991..
 RF0334
 RF0334.The geoid height was determined by GEOID03.
 RF0334
 RF0334.The dynamic height is computed by dividing the NAVD 88
 RF0334.geopotential number by the normal gravity value computed on the
 RF0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0334.degrees latitude (g = 980.6199 gals.).
 RF0334
 RF0334.The modeled gravity was interpolated from observed gravity values.
 RF0334
 RF0334;                    North         East    Units  Estimated Accuracy
 RF0334;SPC ME E     -   332,650.      212,390.      MT  (+/- 180 meters Scaled)
 RF0334
 RF0334                          SUPERSEDED SURVEY CONTROL
 RF0334
 RF0334  NGVD 29 (??/??/92)  378.846  (m)         1242.93   (f) ADJ UNCH    2 0
 RF0334
 RF0334.Superseded values are not recommended for survey control.
 RF0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0334.See file dsdata.txt to determine how the superseded data were derived.
 RF0334
 RF0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM506669(NAD 83)
 RF0334_MARKER: DB = BENCH MARK DISK
 RF0334_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RF0334_SP_SET: CEDAR TREE
 RF0334_STAMPING: G 110 1953
 RF0334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RF0334
 RF0334  HISTORY     - Date     Condition        Report By
 RF0334  HISTORY     - 1953     MONUMENTED       CGS
 RF0334  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 RF0334
 RF0334                          STATION DESCRIPTION
 RF0334
 RF0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0334'6.9 MI NW FROM CLAYTON LAKE.
 RF0334'ABOUT 6.9 MILES NORTHWEST ALONG A PRIVATE GRAVEL ROAD LEADING
 RF0334'TO LAC FRONTIERE FROM THE POST OFFICE AT CLAYTON LAKE, ABOUT
 RF0334'50 YARDS SOUTHEAST OF AN 8-FOOT POLE CULVERT, SET VERTICALLY
 RF0334'IN NORTHEAST FACE OF A 20-INCH CEDAR TREE, 32 FEET SOUTHWEST
 RF0334'OF CENTER LINE OF ROAD, 13 1/2 FEET SOUTH OF A TRIANGULAR BLAZED
 RF0334'18-INCH CEDAR TREE, 43 FEET SOUTHWEST AND ACROSS ROAD FROM A
 RF0334'TELEPHONE POLE WITH A BRACE POLE, ABOUT 2 FEET ABOVE GROUND
 RF0334'AND ABOUT LEVEL WITH ROAD.
 RF0334
 RF0334                          STATION RECOVERY (1984)
 RF0334
 RF0334'RECOVERY NOTE BY US POWER SQUADRON 1984 (RR)
 RF0334'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0642 ***********************************************************************
 QG0642  DESIGNATION -  G 111
 QG0642  PID         -  QG0642
 QG0642  STATE/COUNTY-  ME/PISCATAQUIS
 QG0642  USGS QUAD   -  KOKADJO (1988)
 QG0642
 QG0642                         *CURRENT SURVEY CONTROL
 QG0642  ___________________________________________________________________
 QG0642* NAD 83(1986)-  45 43 26.     (N)    069 23 08.     (W)     SCALED    
 QG0642* NAVD 88     -       489.470  (meters)    1605.87   (feet)  ADJUSTED  
 QG0642  ___________________________________________________________________
 QG0642  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 QG0642  DYNAMIC HT  -         489.453 (meters)    1605.81  (feet)  COMP
 QG0642  MODELED GRAV-     980,565.4   (mgal)                       NAVD 88
 QG0642
 QG0642  VERT ORDER  -  SECOND    CLASS 0
 QG0642
 QG0642.The horizontal coordinates were scaled from a topographic map and have
 QG0642.an estimated accuracy of +/- 6 seconds.
 QG0642
 QG0642.The orthometric height was determined by differential leveling
 QG0642.and adjusted by the National Geodetic Survey in June 1991..
 QG0642
 QG0642.The geoid height was determined by GEOID03.
 QG0642
 QG0642.The dynamic height is computed by dividing the NAVD 88
 QG0642.geopotential number by the normal gravity value computed on the
 QG0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0642.degrees latitude (g = 980.6199 gals.).
 QG0642
 QG0642.The modeled gravity was interpolated from observed gravity values.
 QG0642
 QG0642;                    North         East    Units  Estimated Accuracy
 QG0642;SPC ME E     -   228,970.      231,070.      MT  (+/- 180 meters Scaled)
 QG0642
 QG0642                          SUPERSEDED SURVEY CONTROL
 QG0642
 QG0642  NGVD 29 (??/??/92)  489.624  (m)         1606.37   (f) ADJ UNCH    2 0
 QG0642
 QG0642.Superseded values are not recommended for survey control.
 QG0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0642.See file dsdata.txt to determine how the superseded data were derived.
 QG0642
 QG0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL699634(NAD 83)
 QG0642_MARKER: DB = BENCH MARK DISK
 QG0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0642_STAMPING: G 111 1953
 QG0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0642+STABILITY: SURFACE MOTION
 QG0642
 QG0642  HISTORY     - Date     Condition        Report By
 QG0642  HISTORY     - 1953     MONUMENTED       CGS
 QG0642
 QG0642                          STATION DESCRIPTION
 QG0642
 QG0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0642'5.2 MI NE FROM KOKADJO.
 QG0642'5.2 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE POST OFFICE
 QG0642'AT KOKADJO, SET VERTICALLY IN THE EAST FACE OF THE FIRST CONCRETE
 QG0642'POST NORTH OF THE ROAD AT ENTRANCE TO THE PROPERTY OF GREAT
 QG0642'NORTHERN PAPER COMPANY (POST IS 2 1/2-FEET SQUARE AT BASE, 6 FEET
 QG0642'IN GROUND AND PROJECTS ABOUT 10 FEET ABOVE GROUND) 10 FEET NORTH
 QG0642'OF CENTER LINE OF ROAD AND 2 FEET ABOVE LEVEL OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0320 ***********************************************************************
 RF0320  DESIGNATION -  G 112
 RF0320  PID         -  RF0320
 RF0320  STATE/COUNTY-  ME/SOMERSET
 RF0320  USGS QUAD   -  BAKER LAKE (1989)
 RF0320
 RF0320                         *CURRENT SURVEY CONTROL
 RF0320  ___________________________________________________________________
 RF0320* NAD 83(1986)-  46 17 47.     (N)    069 59 33.     (W)     SCALED    
 RF0320* NAVD 88     -       439.738  (meters)    1442.71   (feet)  ADJUSTED  
 RF0320  ___________________________________________________________________
 RF0320  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 RF0320  DYNAMIC HT  -         439.734 (meters)    1442.69  (feet)  COMP
 RF0320  MODELED GRAV-     980,592.5   (mgal)                       NAVD 88
 RF0320
 RF0320  VERT ORDER  -  SECOND    CLASS 0
 RF0320
 RF0320.The horizontal coordinates were scaled from a topographic map and have
 RF0320.an estimated accuracy of +/- 6 seconds.
 RF0320
 RF0320.The orthometric height was determined by differential leveling
 RF0320.and adjusted by the National Geodetic Survey in June 1991..
 RF0320
 RF0320.The geoid height was determined by GEOID03.
 RF0320
 RF0320.The dynamic height is computed by dividing the NAVD 88
 RF0320.geopotential number by the normal gravity value computed on the
 RF0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0320.degrees latitude (g = 980.6199 gals.).
 RF0320
 RF0320.The modeled gravity was interpolated from observed gravity values.
 RF0320
 RF0320;                    North         East    Units  Estimated Accuracy
 RF0320;SPC ME W     -   384,830.      913,420.      MT  (+/- 180 meters Scaled)
 RF0320
 RF0320                          SUPERSEDED SURVEY CONTROL
 RF0320
 RF0320  NGVD 29 (??/??/92)  439.891  (m)         1443.21   (f) ADJ UNCH    2 0
 RF0320
 RF0320.Superseded values are not recommended for survey control.
 RF0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0320.See file dsdata.txt to determine how the superseded data were derived.
 RF0320
 RF0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM235274(NAD 83)
 RF0320_MARKER: DB = BENCH MARK DISK
 RF0320_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RF0320_SP_SET: MAPLE TREE
 RF0320_STAMPING: G 112 1953
 RF0320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RF0320
 RF0320  HISTORY     - Date     Condition        Report By
 RF0320  HISTORY     - 1953     MONUMENTED       CGS
 RF0320  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RF0320
 RF0320                          STATION DESCRIPTION
 RF0320
 RF0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0320'22.6 MI NE FROM STE AURELIE.
 RF0320'ABOUT 22.55 MILES NORTHEST AND EAST ALONG A GRAVEL ROAD LEADING
 RF0320'TO FRANCIS LAKE FROM THE CHURCH AT STE AURELIE, SET VERTICALLY
 RF0320'IN THE NORTH FACE OF A 12-INCH MAPLE TREE, 32 FEET
 RF0320'SOUTH-SOUTHWEST OF CENTER LINE OF ROAD, 389 FEET EAST-SOUTHEAST
 RF0320'OF SOUTH END OF A 3-FOOT WOODEN CULVERT UNDER ROAD, 21 FEET
 RF0320'WEST-NORTHWEST OF A TRIANGULAR BLAZED 7-INCH MAPLE TREE AND
 RF0320'ABOUT 3 1/2 FEET ABOVE LEVEL OF ROAD.
 RF0320
 RF0320                          STATION RECOVERY (1985)
 RF0320
 RF0320'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLM)
 RF0320'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0464 ***********************************************************************
 PE0464  DESIGNATION -  G 113
 PE0464  PID         -  PE0464
 PE0464  STATE/COUNTY-  ME/PENOBSCOT
 PE0464  USGS QUAD   -  HERMON (1978)
 PE0464
 PE0464                         *CURRENT SURVEY CONTROL
 PE0464  ___________________________________________________________________
 PE0464* NAD 83(1986)-  44 47 43.     (N)    068 52 57.     (W)     SCALED    
 PE0464* NAVD 88     -        39.861  (meters)     130.78   (feet)  ADJUSTED  
 PE0464  ___________________________________________________________________
 PE0464  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 PE0464  DYNAMIC HT  -          39.859 (meters)     130.77  (feet)  COMP
 PE0464  MODELED GRAV-     980,576.3   (mgal)                       NAVD 88
 PE0464  OBS GRAVITY -     980,576.6   (mgal)                       GRAV_OBS
 PE0464
 PE0464  VERT ORDER  -  FIRST     CLASS I
 PE0464
 PE0464.The horizontal coordinates were scaled from a topographic map and have
 PE0464.an estimated accuracy of +/- 6 seconds.
 PE0464
 PE0464.The orthometric height was determined by differential leveling
 PE0464.and adjusted by the National Geodetic Survey in June 1991..
 PE0464
 PE0464.The geoid height was determined by GEOID03.
 PE0464
 PE0464.The dynamic height is computed by dividing the NAVD 88
 PE0464.geopotential number by the normal gravity value computed on the
 PE0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0464.degrees latitude (g = 980.6199 gals.).
 PE0464
 PE0464.The modeled gravity was interpolated from observed gravity values.
 PE0464.The observed gravity was obtained from relative gravimeter ties
 PE0464.to the IGSN71 gravity network.
 PE0464
 PE0464;                    North         East    Units  Estimated Accuracy
 PE0464;SPC ME E     -   125,470.      269,740.      MT  (+/- 180 meters Scaled)
 PE0464
 PE0464                          SUPERSEDED SURVEY CONTROL
 PE0464
 PE0464  NGVD 29 (??/??/92)   40.071  (m)          131.47   (f) ADJ UNCH    1 1
 PE0464
 PE0464.Superseded values are not recommended for survey control.
 PE0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0464.See file dsdata.txt to determine how the superseded data were derived.
 PE0464
 PE0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK092602(NAD 83)
 PE0464_MARKER: DB = BENCH MARK DISK
 PE0464_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE0464_SP_SET: CULVERT
 PE0464_STAMPING: G 113 1953
 PE0464_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE0464
 PE0464  HISTORY     - Date     Condition        Report By
 PE0464  HISTORY     - 1953     MONUMENTED       CGS
 PE0464  HISTORY     - 1966     GOOD             NGS
 PE0464  HISTORY     - 1978     GOOD             DOD
 PE0464  HISTORY     - 1985     GOOD             USPSQD
 PE0464  HISTORY     - 1989     GOOD             USPSQD
 PE0464
 PE0464                          STATION DESCRIPTION
 PE0464
 PE0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0464'6.7 MI W FROM BANGOR.
 PE0464'6.7 MILES WEST ALONG THE MAINE CENTRAL RAILROAD FROM THE UNION
 PE0464'STREET BRIDGE OVER THE PENOBSCOT RIVER AT BANGOR, ABOUT 0.8
 PE0464'MILE WEST OF THE OVERPASS CROSSING OF THE BANGOR AND AROOSTOOK
 PE0464'RAILROAD, ABOUT 0.2 MILE EAST OF THE JUNCTION OF U.S. HIGHWAY
 PE0464'2 AND COLDBROOK ROAD, 6 1/4 RAILS EAST OF MILEPOST P130/V121,
 PE0464'ALONG U.S. HIGHWAY 2 WHICH PARALLES THE TRACK AT THIS POINT,
 PE0464'IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE HEAD WALL
 PE0464'FOR A 6-FOOT BOX CULVERT UNDER THE HIGHWAY, 16 1/2 FEET SOUTH
 PE0464'OF THE CENTER LINE OF THE HIGHWAY, 64.4 FEET NORTH OF THE NORTH
 PE0464'RAIL OF THE MAIN TRACK, AND ABOUT 1/2 FOOT BELOW THE LEVEL OF
 PE0464'THE HIGHWAY.
 PE0464
 PE0464                          STATION RECOVERY (1978)
 PE0464
 PE0464'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE0464'RECOVERED IN GOOD CONDITION.
 PE0464
 PE0464                          STATION RECOVERY (1985)
 PE0464
 PE0464'RECOVERY NOTE BY US POWER SQUADRON 1985
 PE0464'MARK IS BURIED UNDER 2' OF ROADSIDE SAND AND GRASS.
 PE0464
 PE0464                          STATION RECOVERY (1989)
 PE0464
 PE0464'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELG)
 PE0464'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0446 ***********************************************************************
 PE0446  DESIGNATION -  G 114
 PE0446  PID         -  PE0446
 PE0446  STATE/COUNTY-  ME/PENOBSCOT
 PE0446  USGS QUAD   -  PUSHAW LAKE (1977)
 PE0446
 PE0446                         *CURRENT SURVEY CONTROL
 PE0446  ___________________________________________________________________
 PE0446* NAD 83(1986)-  44 57 26.     (N)    068 50 58.     (W)     SCALED    
 PE0446* NAVD 88     -        37.640  (meters)     123.49   (feet)  ADJUSTED  
 PE0446  ___________________________________________________________________
 PE0446  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 PE0446  DYNAMIC HT  -          37.639 (meters)     123.49  (feet)  COMP
 PE0446  MODELED GRAV-     980,597.1   (mgal)                       NAVD 88
 PE0446
 PE0446  VERT ORDER  -  FIRST     CLASS II
 PE0446
 PE0446.The horizontal coordinates were scaled from a topographic map and have
 PE0446.an estimated accuracy of +/- 6 seconds.
 PE0446
 PE0446.The orthometric height was determined by differential leveling
 PE0446.and adjusted by the National Geodetic Survey in June 1991..
 PE0446
 PE0446.The geoid height was determined by GEOID03.
 PE0446
 PE0446.The dynamic height is computed by dividing the NAVD 88
 PE0446.geopotential number by the normal gravity value computed on the
 PE0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0446.degrees latitude (g = 980.6199 gals.).
 PE0446
 PE0446.The modeled gravity was interpolated from observed gravity values.
 PE0446
 PE0446;                    North         East    Units  Estimated Accuracy
 PE0446;SPC ME E     -   143,450.      272,430.      MT  (+/- 180 meters Scaled)
 PE0446
 PE0446                          SUPERSEDED SURVEY CONTROL
 PE0446
 PE0446  NGVD 29 (??/??/92)   37.830  (m)          124.11   (f) ADJ UNCH    1 2
 PE0446
 PE0446.Superseded values are not recommended for survey control.
 PE0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0446.See file dsdata.txt to determine how the superseded data were derived.
 PE0446
 PE0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK118782(NAD 83)
 PE0446_MARKER: DB = BENCH MARK DISK
 PE0446_SETTING: 80 = SET IN A BOULDER
 PE0446_SP_SET: BOULDER
 PE0446_STAMPING: G 114 1953
 PE0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0446+STABILITY: SURFACE MOTION
 PE0446
 PE0446  HISTORY     - Date     Condition        Report By
 PE0446  HISTORY     - 1953     MONUMENTED       CGS
 PE0446  HISTORY     - 1989     GOOD             USPSQD
 PE0446
 PE0446                          STATION DESCRIPTION
 PE0446
 PE0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 PE0446'3.4 MI S FROM HUDSON.
 PE0446'ABOUT 3.45 MILES SOUTH ALONG THE BANGOR AND AROOSTOOK RAILROAD
 PE0446'FROM THE CROSSING OF STATE HIGHWAY 43 AT HUDSON, ABOUT 0.35
 PE0446'MILE NORTHEAST OF CROSSING OF STATE HIGHWAY 221, ABOUT 0.15 MILE
 PE0446'SOUTHWEST OF MILE POST 42, IN THE TOP OF A LONG NARROW BOULDER
 PE0446'PROJECTING ABOUT 1 1/2 FEET, 37 FEET SOUTHEAST OF SOUTHEAST
 PE0446'RAIL OF SOUTHEAST TRACK AND ON THE R/W LINE AND ABOUT 4 FEET BELOW
 PE0446'LEVEL OF TRACK.
 PE0446
 PE0446                          STATION RECOVERY (1989)
 PE0446
 PE0446'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELG)
 PE0446'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0083 ***********************************************************************
 QF0083  DESIGNATION -  G 115
 QF0083  PID         -  QF0083
 QF0083  STATE/COUNTY-  ME/WASHINGTON
 QF0083  USGS QUAD   -  CALAIS (1977)
 QF0083
 QF0083                         *CURRENT SURVEY CONTROL
 QF0083  ___________________________________________________________________
 QF0083* NAD 83(1986)-  45 10 54.     (N)    067 15 40.     (W)     SCALED    
 QF0083* NAVD 88     -        30.247  (meters)      99.24   (feet)  ADJUSTED  
 QF0083  ___________________________________________________________________
 QF0083  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 QF0083  DYNAMIC HT  -          30.247 (meters)      99.24  (feet)  COMP
 QF0083  MODELED GRAV-     980,620.0   (mgal)                       NAVD 88
 QF0083
 QF0083  VERT ORDER  -  FIRST     CLASS I
 QF0083
 QF0083.The horizontal coordinates were scaled from a topographic map and have
 QF0083.an estimated accuracy of +/- 6 seconds.
 QF0083
 QF0083.The orthometric height was determined by differential leveling
 QF0083.and adjusted by the National Geodetic Survey in June 1991..
 QF0083
 QF0083.The geoid height was determined by GEOID03.
 QF0083
 QF0083.The dynamic height is computed by dividing the NAVD 88
 QF0083.geopotential number by the normal gravity value computed on the
 QF0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0083.degrees latitude (g = 980.6199 gals.).
 QF0083
 QF0083.The modeled gravity was interpolated from observed gravity values.
 QF0083
 QF0083;                    North         East    Units  Estimated Accuracy
 QF0083;SPC ME E     -   169,080.      397,360.      MT  (+/- 180 meters Scaled)
 QF0083
 QF0083                          SUPERSEDED SURVEY CONTROL
 QF0083
 QF0083.No superseded survey control is available for this station.
 QF0083
 QF0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL366046(NAD 83)
 QF0083_MARKER: DB = BENCH MARK DISK
 QF0083_SETTING: 66 = SET IN ROCK OUTCROP
 QF0083_SP_SET: ROCK LEDGE
 QF0083_STAMPING: G 115 1953
 QF0083_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0083+STABILITY: POSITION/ELEVATION WELL
 QF0083
 QF0083  HISTORY     - Date     Condition        Report By
 QF0083  HISTORY     - 1953     MONUMENTED       CGS
 QF0083  HISTORY     - 1966     GOOD             NGS
 QF0083  HISTORY     - 1978     GOOD             NGS
 QF0083
 QF0083                          STATION DESCRIPTION
 QF0083
 QF0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 QF0083'1 MI SE FROM CALAIS.
 QF0083'1.0 MILE SOUTHEAST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 QF0083'CALAIS, IN THE TOP AND NEAR THE CENTER OF A 3-BY-4 1/2-FOOT
 QF0083'EXPOSED PORTION OF GRANITE ROCK LEDGE THAT PROJECTS ABOUT 1/2
 QF0083'FOOT, 94 FEET NORTHEAST OF THE EAST CORNER OF PORCH OF A
 QF0083'TWO-STORIED BUILDING (FORMERLY THE CALAIS REGIONAL HOSPITAL
 QF0083'ANNEX), 57 FEET SOUTHEAST OF A FIRE HYDRANT, 29 1/2 FEET
 QF0083'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 3 1/2
 QF0083'FEET ABOVE THE LEVEL OF THE HIGHWAY.
 QF0083
 QF0083                          STATION RECOVERY (1978)
 QF0083
 QF0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QF0083'DELETE-94 FT. NORTHEAST OF THE EAST CORNER OF PORCH OF TWO STORYED
 QF0083'BUILDING (FORMERLY THE CALAIS REGIONAL HOSPITAL ANNEX).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0309 ***********************************************************************
 RF0309  DESIGNATION -  G 116
 RF0309  PID         -  RF0309
 RF0309  STATE/COUNTY-  ME/SOMERSET
 RF0309  USGS QUAD   -  BAKER LAKE (1989)
 RF0309
 RF0309                         *CURRENT SURVEY CONTROL
 RF0309  ___________________________________________________________________
 RF0309* NAD 83(1986)-  46 21 52.     (N)    069 56 51.     (W)     SCALED    
 RF0309* NAVD 88     -       346.989  (meters)    1138.41   (feet)  ADJUSTED  
 RF0309  ___________________________________________________________________
 RF0309  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 RF0309  DYNAMIC HT  -         346.989 (meters)    1138.41  (feet)  COMP
 RF0309  MODELED GRAV-     980,603.2   (mgal)                       NAVD 88
 RF0309
 RF0309  VERT ORDER  -  SECOND    CLASS 0
 RF0309
 RF0309.The horizontal coordinates were scaled from a topographic map and have
 RF0309.an estimated accuracy of +/- 6 seconds.
 RF0309
 RF0309.The orthometric height was determined by differential leveling
 RF0309.and adjusted by the National Geodetic Survey in June 1991..
 RF0309
 RF0309.The geoid height was determined by GEOID03.
 RF0309
 RF0309.The dynamic height is computed by dividing the NAVD 88
 RF0309.geopotential number by the normal gravity value computed on the
 RF0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0309.degrees latitude (g = 980.6199 gals.).
 RF0309
 RF0309.The modeled gravity was interpolated from observed gravity values.
 RF0309
 RF0309;                    North         East    Units  Estimated Accuracy
 RF0309;SPC ME W     -   392,400.      916,870.      MT  (+/- 180 meters Scaled)
 RF0309
 RF0309                          SUPERSEDED SURVEY CONTROL
 RF0309
 RF0309  NGVD 29 (??/??/92)  347.151  (m)         1138.94   (f) ADJ UNCH    2 0
 RF0309
 RF0309.Superseded values are not recommended for survey control.
 RF0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0309.See file dsdata.txt to determine how the superseded data were derived.
 RF0309
 RF0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM271349(NAD 83)
 RF0309_MARKER: DB = BENCH MARK DISK
 RF0309_SETTING: 80 = SET IN A BOULDER
 RF0309_SP_SET: BOULDER
 RF0309_STAMPING: G 116 1953
 RF0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0309+STABILITY: SURFACE MOTION
 RF0309
 RF0309  HISTORY     - Date     Condition        Report By
 RF0309  HISTORY     - 1953     MONUMENTED       CGS
 RF0309
 RF0309                          STATION DESCRIPTION
 RF0309
 RF0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0309'6.2 MI N FROM BAKER LAKE.
 RF0309'ABOUT 6.2 MILES NORTH ALONG A DIM TRAIL FOLLOWING A TELEPHONE
 RF0309'LINE FROM THE BRIDGE OVER BAKER BRANCH AT BAKER LAKE, IN THE TOP
 RF0309'AND NEAR CENTER OF A 5 BY 4-FOOT FLAT BOULDER PROJECTING ABOUT
 RF0309'6 INCHES ABOVE GROUND, NEAR CENTER OF TRAIL, 7 FEET EAST OF A
 RF0309'TRIANGULAR BLAZED 10-INCH FIR TREE, 8 1/2 FEET SOUTHWEST OF
 RF0309'SOUTHWEST EDGE OF A 7-FOOT SQUARE BOULDER PROJECTING ABOUT 2
 RF0309'FEET WITH A GROUP OF SMALL FIR TREES GROWING ON TOP OF IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0711 ***********************************************************************
 QG0711  DESIGNATION -  G 118
 QG0711  PID         -  QG0711
 QG0711  STATE/COUNTY-  ME/PISCATAQUIS
 QG0711  USGS QUAD   -  BROWNVILLE JUNCTION (1988)
 QG0711
 QG0711                         *CURRENT SURVEY CONTROL
 QG0711  ___________________________________________________________________
 QG0711* NAD 83(1986)-  45 21 38.     (N)    069 02 19.     (W)     SCALED    
 QG0711* NAVD 88     -       124.065  (meters)     407.04   (feet)  POSTED    
 QG0711  ___________________________________________________________________
 QG0711  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 QG0711  DYNAMIC HT  -         124.060 (meters)     407.02  (feet)  COMP
 QG0711  MODELED GRAV-     980,602.0   (mgal)                       NAVD 88
 QG0711
 QG0711  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 QG0711
 QG0711.The horizontal coordinates were scaled from a topographic map and have
 QG0711.an estimated accuracy of +/- 6 seconds.
 QG0711
 QG0711.The orthometric height was determined by differential leveling
 QG0711.and adjusted by the National Geodetic Survey in 1992..
 QG0711.No vertical observational check was made to the station.
 QG0711.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 QG0711.was located on a no-check spur therefore a value was not computed.
 QG0711
 QG0711.The geoid height was determined by GEOID03.
 QG0711
 QG0711.The dynamic height is computed by dividing the NAVD 88
 QG0711.geopotential number by the normal gravity value computed on the
 QG0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0711.degrees latitude (g = 980.6199 gals.).
 QG0711
 QG0711.The modeled gravity was interpolated from observed gravity values.
 QG0711
 QG0711;                    North         East    Units  Estimated Accuracy
 QG0711;SPC ME E     -   188,350.      257,800.      MT  (+/- 180 meters Scaled)
 QG0711
 QG0711                          SUPERSEDED SURVEY CONTROL
 QG0711
 QG0711  NGVD 29 (??/??/92)  124.240  (m)          407.61   (f) ADJ UNCH    1 2
 QG0711
 QG0711.Superseded values are not recommended for survey control.
 QG0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0711.See file dsdata.txt to determine how the superseded data were derived.
 QG0711
 QG0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL969230(NAD 83)
 QG0711_MARKER: DB = BENCH MARK DISK
 QG0711_SETTING: 80 = SET IN A BOULDER
 QG0711_SP_SET: BOULDER
 QG0711_STAMPING: G 118 1953
 QG0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0711+STABILITY: SURFACE MOTION
 QG0711
 QG0711  HISTORY     - Date     Condition        Report By
 QG0711  HISTORY     - 1953     MONUMENTED       CGS
 QG0711
 QG0711                          STATION DESCRIPTION
 QG0711
 QG0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0711'1.4 MI NE FROM BROWNVILLE JUNCTION.
 QG0711'1.35 MILES EAST AND NORTHEAST ALONG THE CANADIAN PACIFIC RAILWAY
 QG0711'FROM THE STATION AT BROWNVILLE JUNCTION, ABOUT 126 YARDS NORTHEAST
 QG0711'OF MILE POST 104, 138 YARDS SOUTHWEST OF CENTER OF CROSSING OF
 QG0711'THE RAILWAY AND STATE HIGHWAY 221, IN THE TOP AND 1 FOOT NORTHWEST
 QG0711'OF SOUTHEAST EDGE OF A 1 1/2-FOOT HIGH 2 BY 3-FOOT EXPOSED
 QG0711'SURFACE OF A BURIED BOULDER, 33 1/2 FEET NORTHWEST OF NORTHWEST
 QG0711'RAIL, 8 FEET NORTHEAST OF A 4-FOOT HIGH POINTED BOULDER AND ABOUT
 QG0711'5 FEET ABOVE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0019 ***********************************************************************
 QG0019  DESIGNATION -  G 12
 QG0019  PID         -  QG0019
 QG0019  STATE/COUNTY-  ME/AROOSTOOK
 QG0019  USGS QUAD   -  CRYSTAL (1989)
 QG0019
 QG0019                         *CURRENT SURVEY CONTROL
 QG0019  ___________________________________________________________________
 QG0019* NAD 83(1986)-  45 58 56.     (N)    068 20 10.     (W)     SCALED    
 QG0019* NAVD 88     -       146.610  (meters)     481.00   (feet)  ADJUSTED  
 QG0019  ___________________________________________________________________
 QG0019  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 QG0019  DYNAMIC HT  -         146.615 (meters)     481.02  (feet)  COMP
 QG0019  MODELED GRAV-     980,650.1   (mgal)                       NAVD 88
 QG0019
 QG0019  VERT ORDER  -  FIRST     CLASS II
 QG0019
 QG0019.The horizontal coordinates were scaled from a topographic map and have
 QG0019.an estimated accuracy of +/- 6 seconds.
 QG0019
 QG0019.The orthometric height was determined by differential leveling
 QG0019.and adjusted by the National Geodetic Survey in June 1991..
 QG0019
 QG0019.The geoid height was determined by GEOID03.
 QG0019
 QG0019.The dynamic height is computed by dividing the NAVD 88
 QG0019.geopotential number by the normal gravity value computed on the
 QG0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0019.degrees latitude (g = 980.6199 gals.).
 QG0019
 QG0019.The modeled gravity was interpolated from observed gravity values.
 QG0019
 QG0019;                    North         East    Units  Estimated Accuracy
 QG0019;SPC ME E     -   257,310.      312,700.      MT  (+/- 180 meters Scaled)
 QG0019
 QG0019                          SUPERSEDED SURVEY CONTROL
 QG0019
 QG0019  NGVD 29 (??/??/92)  146.781  (m)          481.56   (f) ADJ UNCH    1 2
 QG0019
 QG0019.Superseded values are not recommended for survey control.
 QG0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0019.See file dsdata.txt to determine how the superseded data were derived.
 QG0019
 QG0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL514922(NAD 83)
 QG0019_MARKER: DB = BENCH MARK DISK
 QG0019_SETTING: 66 = SET IN ROCK OUTCROP
 QG0019_SP_SET: ROCK OUTCROP
 QG0019_STAMPING: 481.564 G 12 1927
 QG0019_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0019+STABILITY: POSITION/ELEVATION WELL
 QG0019
 QG0019  HISTORY     - Date     Condition        Report By
 QG0019  HISTORY     - 1927     MONUMENTED       CGS
 QG0019
 QG0019                          STATION DESCRIPTION
 QG0019
 QG0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 QG0019'2 MI NE FROM CRYSTAL.
 QG0019'2.0 MILES NORTHEAST ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 QG0019'THE STATION AT CRYSTAL, AROOSTOOK COUNTY, ONE RAIL NORTHEAST OF
 QG0019'MILEPOST 136, 23.7 FEET NORTHWEST OF THE NORTHWEST RAIL, IN THE
 QG0019'TOP OF A 2- BY 3-FOOT ROCK OUTCROP, AND ABOUT 4 INCHES ABOVE
 QG0019'THE GROUND.  A STANDARD DISK, STAMPED 481.564 G 12 1927.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0108 ***********************************************************************
 OC0108  DESIGNATION -  G 121
 OC0108  PID         -  OC0108
 OC0108  STATE/COUNTY-  ME/CUMBERLAND
 OC0108  USGS QUAD   -  PORTLAND WEST (1978)
 OC0108
 OC0108                         *CURRENT SURVEY CONTROL
 OC0108  ___________________________________________________________________
 OC0108* NAD 83(1986)-  43 39 15.     (N)    070 17 32.     (W)     SCALED    
 OC0108* NAVD 88     -        11.002  (meters)      36.10   (feet)  ADJUSTED  
 OC0108  ___________________________________________________________________
 OC0108  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 OC0108  DYNAMIC HT  -          11.000 (meters)      36.09  (feet)  COMP
 OC0108  MODELED GRAV-     980,498.3   (mgal)                       NAVD 88
 OC0108
 OC0108  VERT ORDER  -  FIRST     CLASS II
 OC0108
 OC0108.The horizontal coordinates were scaled from a topographic map and have
 OC0108.an estimated accuracy of +/- 6 seconds.
 OC0108
 OC0108.The orthometric height was determined by differential leveling
 OC0108.and adjusted by the National Geodetic Survey in June 1991..
 OC0108
 OC0108.The geoid height was determined by GEOID03.
 OC0108
 OC0108.The dynamic height is computed by dividing the NAVD 88
 OC0108.geopotential number by the normal gravity value computed on the
 OC0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0108.degrees latitude (g = 980.6199 gals.).
 OC0108
 OC0108.The modeled gravity was interpolated from observed gravity values.
 OC0108
 OC0108;                    North         East    Units  Estimated Accuracy
 OC0108;SPC ME W     -    91,200.      889,870.      MT  (+/- 180 meters Scaled)
 OC0108
 OC0108                          SUPERSEDED SURVEY CONTROL
 OC0108
 OC0108  NGVD 29 (??/??/92)   11.218  (m)           36.80   (f) ADJ UNCH    1 2
 OC0108
 OC0108.Superseded values are not recommended for survey control.
 OC0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0108.See file dsdata.txt to determine how the superseded data were derived.
 OC0108
 OC0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ957342(NAD 83)
 OC0108_MARKER: DB = BENCH MARK DISK
 OC0108_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC0108_SP_SET: BUILDING FOUNDATION
 OC0108_STAMPING: G 121 1955
 OC0108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC0108
 OC0108  HISTORY     - Date     Condition        Report By
 OC0108  HISTORY     - 1955     MONUMENTED       CGS
 OC0108  HISTORY     - 1976     GOOD             NGS
 OC0108  HISTORY     - 1988     GOOD             USPSQD
 OC0108  HISTORY     - 19910321 GOOD             USPSQD
 OC0108  HISTORY     - 19910711 GOOD             USPSQD
 OC0108  HISTORY     - 20060906 MARK NOT FOUND   USPSQD
 OC0108
 OC0108                          STATION DESCRIPTION
 OC0108
 OC0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 OC0108'1 MI NW FROM PORTLAND.
 OC0108'ABOUT 1.0 MILE NORTHWEST ALONG THE MAINE CENTRAL RAILROAD
 OC0108'FROM THE U.S. HIGHWAY 1 BRIDGE OVER TRACKS AND FORE RIVER,
 OC0108'AT SEWALL STREET STATION OF THE MAINE POWER COMPANY, ABOUT 120
 OC0108'YARDS NORTH OF CROSSING OF THE TRACK AND SEWALL STREET, SET
 OC0108'VERTICALLY IN THE NORTHEAST FACE OF CONCRETE FOUNDATION
 OC0108'OF THE 2-STORY BRICK BUILDING OF POWER COMPANY, 56 FEET
 OC0108'NORTHWEST OF SEWALL STREET, 1 FOOT NORTHWEST OF EAST CORNER
 OC0108'OF BUILDING, 1.3 FEET ABOVE GROUND AND ABOUT 5 FEET ABOVE
 OC0108'LEVEL OF SEWALL STREET.
 OC0108
 OC0108                          STATION RECOVERY (1976)
 OC0108
 OC0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0108'RECOVERED IN GOOD CONDITION.
 OC0108
 OC0108                          STATION RECOVERY (1988)
 OC0108
 OC0108'RECOVERY NOTE BY US POWER SQUADRON 1988 (DWH)
 OC0108'RECOVERED IN GOOD CONDITION.
 OC0108
 OC0108                          STATION RECOVERY (1991)
 OC0108
 OC0108'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OC0108'RECOVERED IN GOOD CONDITION.
 OC0108
 OC0108                          STATION RECOVERY (1991)
 OC0108
 OC0108'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OC0108'RECOVERED IN GOOD CONDITION.
 OC0108
 OC0108                          STATION RECOVERY (2006)
 OC0108
 OC0108'RECOVERY NOTE BY US POWER SQUADRON 2006 (AMW)
 OC0108'THE POWER COMPANY BUILDING IS GONE. THE ONLY THING AT THE SITE, IS THE
 OC0108'POWER TRANSMISSION EQUIPMENT AND A LARGE OPEN SPACE WHERE THE BUILDING
 OC0108'MUST HAVE BEEN. THE MARK IS PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0533 ***********************************************************************
 OC0533  DESIGNATION -  G 122
 OC0533  PID         -  OC0533
 OC0533  STATE/COUNTY-  ME/CUMBERLAND
 OC0533  USGS QUAD   -  SEBAGO LAKE (1983)
 OC0533
 OC0533                         *CURRENT SURVEY CONTROL
 OC0533  ___________________________________________________________________
 OC0533* NAD 83(1986)-  43 47 47.     (N)    070 33 41.     (W)     SCALED    
 OC0533* NAVD 88     -        93.886  (meters)     308.02   (feet)  ADJUSTED  
 OC0533  ___________________________________________________________________
 OC0533  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 OC0533  DYNAMIC HT  -          93.873 (meters)     307.98  (feet)  COMP
 OC0533  MODELED GRAV-     980,476.5   (mgal)                       NAVD 88
 OC0533
 OC0533  VERT ORDER  -  FIRST     CLASS II
 OC0533
 OC0533.The horizontal coordinates were scaled from a topographic map and have
 OC0533.an estimated accuracy of +/- 6 seconds.
 OC0533
 OC0533.The orthometric height was determined by differential leveling
 OC0533.and adjusted by the National Geodetic Survey in June 1991..
 OC0533
 OC0533.The geoid height was determined by GEOID03.
 OC0533
 OC0533.The dynamic height is computed by dividing the NAVD 88
 OC0533.geopotential number by the normal gravity value computed on the
 OC0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0533.degrees latitude (g = 980.6199 gals.).
 OC0533
 OC0533.The modeled gravity was interpolated from observed gravity values.
 OC0533
 OC0533;                    North         East    Units  Estimated Accuracy
 OC0533;SPC ME W     -   107,070.      868,230.      MT  (+/- 180 meters Scaled)
 OC0533
 OC0533                          SUPERSEDED SURVEY CONTROL
 OC0533
 OC0533  NGVD 29 (??/??/92)   94.075  (m)          308.64   (f) ADJ UNCH    1 2
 OC0533
 OC0533.Superseded values are not recommended for survey control.
 OC0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0533.See file dsdata.txt to determine how the superseded data were derived.
 OC0533
 OC0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ743504(NAD 83)
 OC0533_MARKER: DB = BENCH MARK DISK
 OC0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC0533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OC0533_STAMPING: G 122 1955
 OC0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC0533+STABILITY: SURFACE MOTION
 OC0533_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OC0533+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2004
 OC0533
 OC0533  HISTORY     - Date     Condition        Report By
 OC0533  HISTORY     - 1955     MONUMENTED       CGS
 OC0533  HISTORY     - 1976     GOOD             NGS
 OC0533  HISTORY     - 20040611 GOOD             GEOCAC
 OC0533
 OC0533                          STATION DESCRIPTION
 OC0533
 OC0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 OC0533'3.3 MI NW FROM SEBAGO LAKE.
 OC0533'3.3 MILES NORTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 OC0533'STATIONAT SEBAGO LAKE, ABOUT 0.35 MILE SOUTHEAST OF CROSSING OF
 OC0533'STATE HIGHWAY 114 AT RICHVILLE, ABOUT 152 YARDS NORTHWEST OF
 OC0533'MILE POST P 20, AT CROSSING OF A BLACK TOP ROAD LEADING NORTHEAST
 OC0533'TO HARMON BEACH, 31.2 FEET NORTHEAST OF NORTHEAST RAIL AND AT
 OC0533'THE SOUTHEAST END OF A CURVE IN TRACK WITH TANGENTS EXTENDING
 OC0533'SOUTHEAST AND WEST, 93 1/2 FEET NORTH OF CENTER OF CROSSING OF
 OC0533'ROAD LEADING TO HARMON BEACH, 38 FEET NORTHWEST OF FIRST
 OC0533'TELEPHONE POLE NORTHWEST OF CROSSING, 66 FEET NORTHWEST OF
 OC0533'CROSSING SIGN, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST,
 OC0533'ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE
 OC0533'POST PROJECTING 3 INCHES.
 OC0533
 OC0533                          STATION RECOVERY (1976)
 OC0533
 OC0533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0533'RECOVERED IN GOOD CONDITION.
 OC0533
 OC0533                          STATION RECOVERY (2004)
 OC0533
 OC0533'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 OC0533'DESCRIPTION IS CLOSE. DISC WAS RECOVERED IN GOOD CONDITION. THERE IS
 OC0533'NOW A RED-ORANGE FIBERGLASS WITNESS POST NEAR THE LOCATION. DISC IS
 OC0533'LOCATED ABOUT 7 FEET NORTHEAST OF THE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1469 ***********************************************************************
 PE1469  DESIGNATION -  G 128
 PE1469  PID         -  PE1469
 PE1469  STATE/COUNTY-  ME/KENNEBEC
 PE1469  USGS QUAD   -  FAIRFIELD (1988)
 PE1469
 PE1469                         *CURRENT SURVEY CONTROL
 PE1469  ___________________________________________________________________
 PE1469* NAD 83(1986)-  44 37 14.     (N)    069 31 59.     (W)     SCALED    
 PE1469* NAVD 88     -        48.037  (meters)     157.60   (feet)  ADJUSTED  
 PE1469  ___________________________________________________________________
 PE1469  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 PE1469  DYNAMIC HT  -          48.034 (meters)     157.59  (feet)  COMP
 PE1469  MODELED GRAV-     980,566.4   (mgal)                       NAVD 88
 PE1469  OBS GRAVITY -     980,566.1   (mgal)                       GRAV_OBS
 PE1469
 PE1469  VERT ORDER  -  FIRST     CLASS I
 PE1469
 PE1469.The horizontal coordinates were scaled from a topographic map and have
 PE1469.an estimated accuracy of +/- 6 seconds.
 PE1469
 PE1469.The orthometric height was determined by differential leveling
 PE1469.and adjusted by the National Geodetic Survey in June 1991..
 PE1469
 PE1469.The geoid height was determined by GEOID03.
 PE1469
 PE1469.The dynamic height is computed by dividing the NAVD 88
 PE1469.geopotential number by the normal gravity value computed on the
 PE1469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1469.degrees latitude (g = 980.6199 gals.).
 PE1469
 PE1469.The modeled gravity was interpolated from observed gravity values.
 PE1469.The observed gravity was obtained from relative gravimeter ties
 PE1469.to the IGSN71 gravity network.
 PE1469
 PE1469;                    North         East    Units  Estimated Accuracy
 PE1469;SPC ME W     -   198,760.      950,290.      MT  (+/- 180 meters Scaled)
 PE1469
 PE1469                          SUPERSEDED SURVEY CONTROL
 PE1469
 PE1469  NGVD 29 (??/??/92)   48.237  (m)          158.26   (f) ADJ UNCH    1 1
 PE1469
 PE1469.Superseded values are not recommended for survey control.
 PE1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1469.See file dsdata.txt to determine how the superseded data were derived.
 PE1469
 PE1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK577409(NAD 83)
 PE1469_MARKER: DB = BENCH MARK DISK
 PE1469_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE1469_SP_SET: CULVERT
 PE1469_STAMPING: G 128 1958
 PE1469_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE1469
 PE1469  HISTORY     - Date     Condition        Report By
 PE1469  HISTORY     - 1958     MONUMENTED       CGS
 PE1469  HISTORY     - 1966     GOOD             NGS
 PE1469  HISTORY     - 1978     GOOD             DOD
 PE1469
 PE1469                          STATION DESCRIPTION
 PE1469
 PE1469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE1469'3.6 MI NE FROM FAIRFIELD.
 PE1469'ABOUT 3.65 MILES NORTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM
 PE1469'THE SOUTHWEST END OF THE RAILROAD BRIDGE OVER THE KENNEBEC RIVER
 PE1469'AT FAIRFIELD, ABOUT 1.9 MILES SOUTHWEST ALONG THE MAINE CENTRAL
 PE1469'RAILROAD FROM THE STATION AT CLINTON, ABOUT 0.7 MILE NORTHEAST
 PE1469'OF THE CROSSING OF A BLACK TOPPED ROAD, ABOUT 0.15 MILE NORTHEAST
 PE1469'OF MILEPOST P88/V163, IN THE TOP NEAR THE CENTER OF THE SOUTHEAST
 PE1469'CONCRETE HEAD WALL FOR A 4-FOOT BOX CULVERT, 20.0 FEET SOUTHEAST
 PE1469'OF THE SOUTHEAST RAIL OF THE SOUTHEAST TRACK, AND ABOUT 8 FEET
 PE1469'BELOW THE LEVEL OF THE TRACK.
 PE1469
 PE1469                          STATION RECOVERY (1978)
 PE1469
 PE1469'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE1469'CONCRETE CRUMBLING MILE POST P 88/V 163 IS NOT STANDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0703 ***********************************************************************
 PE0703  DESIGNATION -  G 129
 PE0703  PID         -  PE0703
 PE0703  STATE/COUNTY-  ME/SOMERSET
 PE0703  USGS QUAD   -  PITTSFIELD (1982)
 PE0703
 PE0703                         *CURRENT SURVEY CONTROL
 PE0703  ___________________________________________________________________
 PE0703* NAD 83(1986)-  44 47 14.     (N)    069 22 51.     (W)     SCALED    
 PE0703* NAVD 88     -        64.097  (meters)     210.29   (feet)  ADJUSTED  
 PE0703  ___________________________________________________________________
 PE0703  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 PE0703  DYNAMIC HT  -          64.094 (meters)     210.28  (feet)  COMP
 PE0703  MODELED GRAV-     980,572.5   (mgal)                       NAVD 88
 PE0703
 PE0703  VERT ORDER  -  FIRST     CLASS I
 PE0703
 PE0703.The horizontal coordinates were scaled from a topographic map and have
 PE0703.an estimated accuracy of +/- 6 seconds.
 PE0703
 PE0703.The orthometric height was determined by differential leveling
 PE0703.and adjusted by the National Geodetic Survey in June 1991..
 PE0703
 PE0703.The geoid height was determined by GEOID03.
 PE0703
 PE0703.The dynamic height is computed by dividing the NAVD 88
 PE0703.geopotential number by the normal gravity value computed on the
 PE0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0703.degrees latitude (g = 980.6199 gals.).
 PE0703
 PE0703.The modeled gravity was interpolated from observed gravity values.
 PE0703
 PE0703;                    North         East    Units  Estimated Accuracy
 PE0703;SPC ME W     -   217,390.      962,190.      MT  (+/- 180 meters Scaled)
 PE0703
 PE0703                          SUPERSEDED SURVEY CONTROL
 PE0703
 PE0703  NGVD 29 (??/??/92)   64.312  (m)          211.00   (f) ADJ UNCH    1 1
 PE0703
 PE0703.Superseded values are not recommended for survey control.
 PE0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0703.See file dsdata.txt to determine how the superseded data were derived.
 PE0703
 PE0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK698593(NAD 83)
 PE0703_MARKER: DB = BENCH MARK DISK
 PE0703_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE0703_SP_SET: ABUTMENT
 PE0703_STAMPING: G 129 1958
 PE0703_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0703
 PE0703  HISTORY     - Date     Condition        Report By
 PE0703  HISTORY     - 1958     MONUMENTED       CGS
 PE0703  HISTORY     - 1966     GOOD             NGS
 PE0703  HISTORY     - 1984     GOOD             USPSQD
 PE0703
 PE0703                          STATION DESCRIPTION
 PE0703
 PE0703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0703'AT PITTSFIELD.
 PE0703'AT PITTSFIELD, ABOUT 0.3 MILE NORTH ALONG STATE HIGHWAYS 100
 PE0703'AND 11 FROM THE MAINE CENTRAL RAILROAD STATION, AT THE NORTH ONE
 PE0703'OF TWO HIGHWAY BRIDGES OVER SEBASTICOOK RIVER, 14.5 FEET EAST OF
 PE0703'THE CENTER LINE OF THE HIGHWAY, AND SET IN THE TOP OF THE EAST
 PE0703'END OF THE NORTH CONCRETE ABUTMENT OF THE BRIDGE.
 PE0703
 PE0703                          STATION RECOVERY (1984)
 PE0703
 PE0703'RECOVERY NOTE BY US POWER SQUADRON 1984
 PE0703'RECOVERED/NOT RECOVERED AS DESCRIBED/INDICATED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0530 ***********************************************************************
 QG0530  DESIGNATION -  G 13
 QG0530  PID         -  QG0530
 QG0530  STATE/COUNTY-  ME/PISCATAQUIS
 QG0530  USGS QUAD   -  RAGGED MOUNTAIN (1988)
 QG0530
 QG0530                         *CURRENT SURVEY CONTROL
 QG0530  ___________________________________________________________________
 QG0530* NAD 83(1986)-  45 30 23.     (N)    068 54 26.     (W)     SCALED    
 QG0530* NAVD 88     -       142.936  (meters)     468.95   (feet)  ADJUSTED  
 QG0530  ___________________________________________________________________
 QG0530  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 QG0530  DYNAMIC HT  -         142.934 (meters)     468.94  (feet)  COMP
 QG0530  MODELED GRAV-     980,605.9   (mgal)                       NAVD 88
 QG0530
 QG0530  VERT ORDER  -  FIRST     CLASS II
 QG0530
 QG0530.The horizontal coordinates were scaled from a topographic map and have
 QG0530.an estimated accuracy of +/- 6 seconds.
 QG0530
 QG0530.The orthometric height was determined by differential leveling
 QG0530.and adjusted by the National Geodetic Survey in June 1991..
 QG0530
 QG0530.The geoid height was determined by GEOID03.
 QG0530
 QG0530.The dynamic height is computed by dividing the NAVD 88
 QG0530.geopotential number by the normal gravity value computed on the
 QG0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0530.degrees latitude (g = 980.6199 gals.).
 QG0530
 QG0530.The modeled gravity was interpolated from observed gravity values.
 QG0530
 QG0530;                    North         East    Units  Estimated Accuracy
 QG0530;SPC ME E     -   204,500.      268,180.      MT  (+/- 180 meters Scaled)
 QG0530
 QG0530                          SUPERSEDED SURVEY CONTROL
 QG0530
 QG0530  NGVD 29 (??/??/92)  143.104  (m)          469.50   (f) ADJ UNCH    1 2
 QG0530
 QG0530.Superseded values are not recommended for survey control.
 QG0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0530.See file dsdata.txt to determine how the superseded data were derived.
 QG0530
 QG0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL072392(NAD 83)
 QG0530_MARKER: DB = BENCH MARK DISK
 QG0530_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QG0530_SP_SET: CULVERT
 QG0530_STAMPING: G 13 1927 469.500
 QG0530_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG0530
 QG0530  HISTORY     - Date     Condition        Report By
 QG0530  HISTORY     - 1927     MONUMENTED       CGS
 QG0530  HISTORY     - 1953     GOOD             NGS
 QG0530
 QG0530                          STATION DESCRIPTION
 QG0530
 QG0530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 QG0530'2.4 MI NE FROM PACKARDS.
 QG0530'2.45 MILES NORTHEAST ALONG THE BANGOR AND AROOSTOOK RAILROAD
 QG0530'FROM THE JUNCTION OF TRACKS AT PACKARDS, IN THE TOP OF THE NORTHEAST
 QG0530'END OF THE SOUTHEAST HEAD WALL OF 4-FOOT CONCRETE BOX CULVERT
 QG0530'NO. 88.68, 13 FEET SOUTHEAST OF SOUTHEAST RAIL OF SOUTHEAST TRACK,
 QG0530'26 FEET SOUTHEAST OF SOUTHEAST RAIL OF MAIN TRACK AND ABOUT 1
 QG0530'FOOT BELOW TOP OF RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0746 ***********************************************************************
 PE0746  DESIGNATION -  G 130
 PE0746  PID         -  PE0746
 PE0746  STATE/COUNTY-  ME/PENOBSCOT
 PE0746  USGS QUAD   -  PLYMOUTH (1982)
 PE0746
 PE0746                         *CURRENT SURVEY CONTROL
 PE0746  ___________________________________________________________________
 PE0746* NAD 83(1986)-  44 48 52.     (N)    069 14 13.     (W)     SCALED    
 PE0746* NAVD 88     -        70.475  (meters)     231.22   (feet)  ADJUSTED  
 PE0746  ___________________________________________________________________
 PE0746  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 PE0746  DYNAMIC HT  -          70.472 (meters)     231.21  (feet)  COMP
 PE0746  MODELED GRAV-     980,571.5   (mgal)                       NAVD 88
 PE0746
 PE0746  VERT ORDER  -  SECOND    CLASS 0
 PE0746
 PE0746.The horizontal coordinates were scaled from a topographic map and have
 PE0746.an estimated accuracy of +/- 6 seconds.
 PE0746
 PE0746.The orthometric height was determined by differential leveling
 PE0746.and adjusted by the National Geodetic Survey in June 1991..
 PE0746
 PE0746.The geoid height was determined by GEOID03.
 PE0746
 PE0746.The dynamic height is computed by dividing the NAVD 88
 PE0746.geopotential number by the normal gravity value computed on the
 PE0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0746.degrees latitude (g = 980.6199 gals.).
 PE0746
 PE0746.The modeled gravity was interpolated from observed gravity values.
 PE0746
 PE0746;                    North         East    Units  Estimated Accuracy
 PE0746;SPC ME E     -   127,790.      241,710.      MT  (+/- 180 meters Scaled)
 PE0746
 PE0746                          SUPERSEDED SURVEY CONTROL
 PE0746
 PE0746  NGVD 29 (??/??/92)   70.694  (m)          231.94   (f) ADJ UNCH    2 0
 PE0746
 PE0746.Superseded values are not recommended for survey control.
 PE0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0746.See file dsdata.txt to determine how the superseded data were derived.
 PE0746
 PE0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK812623(NAD 83)
 PE0746_MARKER: DB = BENCH MARK DISK
 PE0746_SETTING: 80 = SET IN A BOULDER
 PE0746_SP_SET: BOULDER
 PE0746_STAMPING: G 130 1958
 PE0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0746+STABILITY: SURFACE MOTION
 PE0746
 PE0746  HISTORY     - Date     Condition        Report By
 PE0746  HISTORY     - 1958     MONUMENTED       CGS
 PE0746  HISTORY     - 1979     MARK NOT FOUND   USGS
 PE0746
 PE0746                          STATION DESCRIPTION
 PE0746
 PE0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0746'3.7 MI SE FROM NEW PORT.
 PE0746'2.75 MILES SOUTHEAST ALONG U.S. HIGHWAY 2 AND STATE HIGHWAY 100
 PE0746'FROM THE BRIDGE OVER THE EAST BRANCH OF THE SEBASTICOOK RIVER
 PE0746'AT NEWPORT, THENCE 0.4 MILES SOUTH ALONG A BLACKTOP ROAD (STATE
 PE0746'HIGHWAY 7), THENCE 0.35 MILE WEST ALONG A GRAVEL ROAD TO A FARM
 PE0746'HOUSE AND A POWER LINE CROSSING, THENCE 0.2 MILES WEST ALONG
 PE0746'A FARM LANE TO A POLE GATE, SET IN THE TOP OF A 10-FOOT BY
 PE0746'10-FOOT BOULDER AT THE EDGE OF THE WOODS AT THE WEST END OF THE
 PE0746'CLEARING, 99 FEET SOUTHWEST OF THE POLE GATE, 18 FEET SOUTH OF
 PE0746'THE CENTER LINE OF THE FARM LANE, 135 FEET WEST OF A FENCE LINE,
 PE0746'15 FEET SOUTH OF A FENCE LINE, ABOUT 4 FEET ABOVE THE GROUND AND
 PE0746'2 FEET ABOVE THE LEVEL OF THE FARM LANE.
 PE0746
 PE0746                          STATION RECOVERY (1979)
 PE0746
 PE0746'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PE0746'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0632 ***********************************************************************
 PE0632  DESIGNATION -  G 131
 PE0632  PID         -  PE0632
 PE0632  STATE/COUNTY-  ME/PENOBSCOT
 PE0632  USGS QUAD   -  HERMON (1978)
 PE0632
 PE0632                         *CURRENT SURVEY CONTROL
 PE0632  ___________________________________________________________________
 PE0632* NAD 83(1986)-  44 46 20.     (N)    068 58 23.     (W)     SCALED    
 PE0632* NAVD 88     -        89.293  (meters)     292.96   (feet)  ADJUSTED  
 PE0632  ___________________________________________________________________
 PE0632  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 PE0632  DYNAMIC HT  -          89.289 (meters)     292.94  (feet)  COMP
 PE0632  MODELED GRAV-     980,572.0   (mgal)                       NAVD 88
 PE0632
 PE0632  VERT ORDER  -  SECOND    CLASS 0
 PE0632
 PE0632.The horizontal coordinates were scaled from a topographic map and have
 PE0632.an estimated accuracy of +/- 6 seconds.
 PE0632
 PE0632.The orthometric height was determined by differential leveling
 PE0632.and adjusted by the National Geodetic Survey in June 1991..
 PE0632
 PE0632.The geoid height was determined by GEOID03.
 PE0632
 PE0632.The dynamic height is computed by dividing the NAVD 88
 PE0632.geopotential number by the normal gravity value computed on the
 PE0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0632.degrees latitude (g = 980.6199 gals.).
 PE0632
 PE0632.The modeled gravity was interpolated from observed gravity values.
 PE0632
 PE0632;                    North         East    Units  Estimated Accuracy
 PE0632;SPC ME E     -   122,940.      262,560.      MT  (+/- 180 meters Scaled)
 PE0632
 PE0632                          SUPERSEDED SURVEY CONTROL
 PE0632
 PE0632  NGVD 29 (??/??/92)   89.508  (m)          293.66   (f) ADJ UNCH    2 0
 PE0632
 PE0632.Superseded values are not recommended for survey control.
 PE0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0632.See file dsdata.txt to determine how the superseded data were derived.
 PE0632
 PE0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK021576(NAD 83)
 PE0632_MARKER: DB = BENCH MARK DISK
 PE0632_SETTING: 66 = SET IN ROCK OUTCROP
 PE0632_SP_SET: ROCK OUTCROP
 PE0632_STAMPING: G 131 1958
 PE0632_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0632+STABILITY: POSITION/ELEVATION WELL
 PE0632
 PE0632  HISTORY     - Date     Condition        Report By
 PE0632  HISTORY     - 1958     MONUMENTED       CGS
 PE0632
 PE0632                          STATION DESCRIPTION
 PE0632
 PE0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0632'4.4 MI SE FROM CARMEL.
 PE0632'3.85 MILES SOUTHEAST ALONG BLACKTOP ROAD FROM THE POST OFFICE
 PE0632'AT CARMEL, THENCE 0.5 MILES SOUTHEAST ALONG A GRAVEL ROAD, AT THE
 PE0632'JUNCTION OF DRIVE NORTHEAST TO A HOUSE, SET IN THE TOP OF A ROCK
 PE0632'OUTCROP, 40 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 7 FEET
 PE0632'SOUTHEAST OF THE CENTER LINE OF THE SOUTHEAST LEG OF THE JUNCTION,
 PE0632'134 FEET SOUTH OF THE SOUTH CORNER OF HOUSE, ABOUT 3 FEET ABOVE
 PE0632'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0628 ***********************************************************************
 PE0628  DESIGNATION -  G 132
 PE0628  PID         -  PE0628
 PE0628  STATE/COUNTY-  ME/PENOBSCOT
 PE0628  USGS QUAD   -  BANGOR (1991)
 PE0628
 PE0628                         *CURRENT SURVEY CONTROL
 PE0628  ___________________________________________________________________
 PE0628* NAD 83(1986)-  44 47 06.     (N)    068 48 51.     (W)     SCALED    
 PE0628* NAVD 88     -        39.399  (meters)     129.26   (feet)  ADJUSTED  
 PE0628  ___________________________________________________________________
 PE0628  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 PE0628  DYNAMIC HT  -          39.397 (meters)     129.25  (feet)  COMP
 PE0628  MODELED GRAV-     980,579.0   (mgal)                       NAVD 88
 PE0628
 PE0628  VERT ORDER  -  FIRST     CLASS I
 PE0628
 PE0628.The horizontal coordinates were scaled from a topographic map and have
 PE0628.an estimated accuracy of +/- 6 seconds.
 PE0628
 PE0628.The orthometric height was determined by differential leveling
 PE0628.and adjusted by the National Geodetic Survey in June 1991..
 PE0628.WARNING-Repeat measurements at this control monument indicate possible
 PE0628.vertical movement.
 PE0628
 PE0628.The geoid height was determined by GEOID03.
 PE0628
 PE0628.The dynamic height is computed by dividing the NAVD 88
 PE0628.geopotential number by the normal gravity value computed on the
 PE0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0628.degrees latitude (g = 980.6199 gals.).
 PE0628
 PE0628.The modeled gravity was interpolated from observed gravity values.
 PE0628
 PE0628;                    North         East    Units  Estimated Accuracy
 PE0628;SPC ME E     -   124,300.      275,140.      MT  (+/- 180 meters Scaled)
 PE0628
 PE0628                          SUPERSEDED SURVEY CONTROL
 PE0628
 PE0628  NGVD 29 (??/??/92)   39.608  (m)          129.95   (f) ADJ UNCH    1 1
 PE0628
 PE0628.Superseded values are not recommended for survey control.
 PE0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0628.See file dsdata.txt to determine how the superseded data were derived.
 PE0628
 PE0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK147590(NAD 83)
 PE0628_MARKER: DB = BENCH MARK DISK
 PE0628_SETTING: 66 = SET IN ROCK OUTCROP
 PE0628_SP_SET: ROCK LEDGE
 PE0628_STAMPING: G 132 1958
 PE0628_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0628+STABILITY: POSITION/ELEVATION WELL
 PE0628
 PE0628  HISTORY     - Date     Condition        Report By
 PE0628  HISTORY     - 1958     MONUMENTED       CGS
 PE0628  HISTORY     - 1966     GOOD             NGS
 PE0628  HISTORY     - 1984     POOR             USPSQD
 PE0628  HISTORY     - 1988     GOOD             USPSQD
 PE0628  HISTORY     - 1989     GOOD             USPSQD
 PE0628
 PE0628                          STATION DESCRIPTION
 PE0628
 PE0628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0628'3.4 MI W FROM BANGOR.
 PE0628'3.4 MILES WEST ALONG THE MAINE CENTRAL RAILROAD FROM THE UNION
 PE0628'STREET BRIDGE OVER THE PENOBSCOT RIVER AT BANGOR, ABOUT 0.4 MILE
 PE0628'EAST OF MILEPOST P133/V118, 154 FEET NORTHEAST OF THE CENTER OF
 PE0628'THE CROSSING OF ODLIN ROAD, IN THE TOP OF A ROCK THAT IS ABOUT
 PE0628'18-FOOT LONG AND IS ALONG THE NORTHWEST BANK OF A ROAD DITCH, 65
 PE0628'FEET SOUTH OF THE SOUTH CORNER OF FURBUSH ROBERTS PRINTING CO.
 PE0628'BUILDING, 45 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 21
 PE0628'FEET NORTHEAST OF THE EXTENDED CENTER LINE OF PERRY ROAD, AND
 PE0628'ABOUT LEVEL WITH THE TRACK.
 PE0628
 PE0628                          STATION RECOVERY (1984)
 PE0628
 PE0628'RECOVERY NOTE BY US POWER SQUADRON 1984
 PE0628'THE DISK IS IN GOOD SHAPE BUT A LARGE SLAB OFF THE TOP OF THE ROCK IN
 PE0628'WHICH IT IS CEMENTED HAS APPARENTLY BEEN SPLIT OFF AND MOVED ABOUT 1
 PE0628'FOOT TOWARD THE EAST.
 PE0628
 PE0628                          STATION RECOVERY (1988)
 PE0628
 PE0628'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE0628'RECOVERED IN GOOD CONDITION.
 PE0628
 PE0628                          STATION RECOVERY (1989)
 PE0628
 PE0628'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELG)
 PE0628'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0579 ***********************************************************************
 PE0579  DESIGNATION -  G 133
 PE0579  PID         -  PE0579
 PE0579  STATE/COUNTY-  ME/PENOBSCOT
 PE0579  USGS QUAD   -  OLD TOWN (1988)
 PE0579
 PE0579                         *CURRENT SURVEY CONTROL
 PE0579  ___________________________________________________________________
 PE0579* NAD 83(1986)-  44 59 13.     (N)    068 40 13.     (W)     SCALED    
 PE0579* NAVD 88     -        36.496  (meters)     119.74   (feet)  ADJUSTED  
 PE0579  ___________________________________________________________________
 PE0579  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 PE0579  DYNAMIC HT  -          36.495 (meters)     119.73  (feet)  COMP
 PE0579  MODELED GRAV-     980,600.4   (mgal)                       NAVD 88
 PE0579
 PE0579  VERT ORDER  -  SECOND    CLASS 0
 PE0579
 PE0579.The horizontal coordinates were scaled from a topographic map and have
 PE0579.an estimated accuracy of +/- 6 seconds.
 PE0579
 PE0579.The orthometric height was determined by differential leveling
 PE0579.and adjusted by the National Geodetic Survey in June 1991..
 PE0579
 PE0579.The geoid height was determined by GEOID03.
 PE0579
 PE0579.The dynamic height is computed by dividing the NAVD 88
 PE0579.geopotential number by the normal gravity value computed on the
 PE0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0579.degrees latitude (g = 980.6199 gals.).
 PE0579
 PE0579.The modeled gravity was interpolated from observed gravity values.
 PE0579
 PE0579;                    North         East    Units  Estimated Accuracy
 PE0579;SPC ME E     -   146,710.      286,570.      MT  (+/- 180 meters Scaled)
 PE0579
 PE0579                          SUPERSEDED SURVEY CONTROL
 PE0579
 PE0579  NGVD 29 (??/??/92)   36.704  (m)          120.42   (f) ADJ UNCH    2 0
 PE0579
 PE0579.Superseded values are not recommended for survey control.
 PE0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0579.See file dsdata.txt to determine how the superseded data were derived.
 PE0579
 PE0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK259815(NAD 83)
 PE0579_MARKER: DB = BENCH MARK DISK
 PE0579_SETTING: 66 = SET IN ROCK OUTCROP
 PE0579_SP_SET: ROCK OUTCROP
 PE0579_STAMPING: G 133 1958
 PE0579_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0579+STABILITY: POSITION/ELEVATION WELL
 PE0579
 PE0579  HISTORY     - Date     Condition        Report By
 PE0579  HISTORY     - 1958     MONUMENTED       CGS
 PE0579
 PE0579                          STATION DESCRIPTION
 PE0579
 PE0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0579'5.9 MI N FROM OLD TOWN.
 PE0579'2.95 MILES NORTHWEST ALONG STATE HIGHWAY 43 FROM ITS JUNCTION
 PE0579'WITH U.S. HIGHWAY 2 AT OLD TOWN, THENCE 2.25 MILES NORTH ALONG
 PE0579'STATE HIGHWAY 16, THENCE 0.75 MILES EAST ALONG STATE HIGHWAY 116,
 PE0579'ABOUT 0.25 MILES EAST OF A 125-FOOT WOODEN BRIDGE, SET IN THE
 PE0579'TOP OF A 3-FOOT BY 3-FOOT EXPOSED PORTION OF A ROCK 2 FEET HIGH,
 PE0579'27 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 13 1/2 FEET EAST
 PE0579'OF THE CENTER LINE OF A DIRT ROAD LEADING NORTH, 33 FEET
 PE0579'NORTHEAST OF THE CENTER LINE OF THE JUNCTION OF THE DIRT ROAD,
 PE0579'36 FEET EAST AND ACROSS THE DIRT ROAD FROM TELEPHONE POLE 178,
 PE0579'ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0433 ***********************************************************************
 QG0433  DESIGNATION -  G 134
 QG0433  PID         -  QG0433
 QG0433  STATE/COUNTY-  ME/PENOBSCOT
 QG0433  USGS QUAD   -  HOWLAND (1988)
 QG0433
 QG0433                         *CURRENT SURVEY CONTROL
 QG0433  ___________________________________________________________________
 QG0433* NAD 83(1986)-  45 09 18.     (N)    068 40 08.     (W)     SCALED    
 QG0433* NAVD 88     -        45.618  (meters)     149.67   (feet)  ADJUSTED  
 QG0433  ___________________________________________________________________
 QG0433  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 QG0433  DYNAMIC HT  -          45.618 (meters)     149.67  (feet)  COMP
 QG0433  MODELED GRAV-     980,614.4   (mgal)                       NAVD 88
 QG0433
 QG0433  VERT ORDER  -  SECOND    CLASS 0
 QG0433
 QG0433.The horizontal coordinates were scaled from a topographic map and have
 QG0433.an estimated accuracy of +/- 6 seconds.
 QG0433
 QG0433.The orthometric height was determined by differential leveling
 QG0433.and adjusted by the National Geodetic Survey in June 1991..
 QG0433
 QG0433.The geoid height was determined by GEOID03.
 QG0433
 QG0433.The dynamic height is computed by dividing the NAVD 88
 QG0433.geopotential number by the normal gravity value computed on the
 QG0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0433.degrees latitude (g = 980.6199 gals.).
 QG0433
 QG0433.The modeled gravity was interpolated from observed gravity values.
 QG0433
 QG0433;                    North         East    Units  Estimated Accuracy
 QG0433;SPC ME E     -   165,380.      286,720.      MT  (+/- 180 meters Scaled)
 QG0433
 QG0433                          SUPERSEDED SURVEY CONTROL
 QG0433
 QG0433  NGVD 29 (??/??/92)   45.824  (m)          150.34   (f) ADJ UNCH    2 0
 QG0433
 QG0433.Superseded values are not recommended for survey control.
 QG0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0433.See file dsdata.txt to determine how the superseded data were derived.
 QG0433
 QG0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL260002(NAD 83)
 QG0433_MARKER: DB = BENCH MARK DISK
 QG0433_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QG0433_SP_SET: HEMLOCK TREE
 QG0433_STAMPING: G 134 1958
 QG0433_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG0433
 QG0433  HISTORY     - Date     Condition        Report By
 QG0433  HISTORY     - 1958     MONUMENTED       CGS
 QG0433  HISTORY     - 1959     GOOD             NGS
 QG0433  HISTORY     - 19851024 MARK NOT FOUND   USPSQD
 QG0433
 QG0433                          STATION DESCRIPTION
 QG0433
 QG0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 QG0433'20.4 MI N FROM OLD TOWN.
 QG0433'2.95 MILES NORTHWEST ALONG STATE HIGHWAY 43 FROM ITS JUNCTION
 QG0433'WITH U.S. HIGHWAY 2 AT OLD TOWN, THENCE 2.25 MILES NORTH ALONG
 QG0433'STATE HIGHWAY 16, THENCE 12.45 MILES NORTH ALONG STATE HIGHWAY
 QG0433'116, THENCE 2.8 MILES WEST ALONG TREE FARM ROAD, SET VERTICALLY
 QG0433'IN THE NORTHEAST FACE OF A 14-INCH HEMLOCK TREE AND ABOUT
 QG0433'3 FEET ABOVE THE LEVEL OF THE GROUND, 30 FEET SOUTHWEST OF
 QG0433'THE CENTER LINE OF THE ROAD, 228 FEET NORTHWEST OF THE SOUTHWEST
 QG0433'END OF A 24-INCH CORRUGATED PIPE CULVERT, ABOUT 2 FEET ABOVE
 QG0433'THE LEVEL OF THE ROAD.
 QG0433
 QG0433                          STATION RECOVERY (1959)
 QG0433
 QG0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 QG0433'RECOVERED IN GOOD CONDITION.
 QG0433
 QG0433                          STATION RECOVERY (1985)
 QG0433
 QG0433'RECOVERY NOTE BY US POWER SQUADRON 1985 (DVH)
 QG0433'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0491 ***********************************************************************
 QG0491  DESIGNATION -  G 136
 QG0491  PID         -  QG0491
 QG0491  STATE/COUNTY-  ME/PENOBSCOT
 QG0491  USGS QUAD   -  LINCOLN WEST (1988)
 QG0491
 QG0491                         *CURRENT SURVEY CONTROL
 QG0491  ___________________________________________________________________
 QG0491* NAD 83(1986)-  45 19 46.     (N)    068 36 15.     (W)     SCALED    
 QG0491* NAVD 88     -        54.592  (meters)     179.11   (feet)  ADJUSTED  
 QG0491  ___________________________________________________________________
 QG0491  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 QG0491  DYNAMIC HT  -          54.593 (meters)     179.11  (feet)  COMP
 QG0491  MODELED GRAV-     980,620.2   (mgal)                       NAVD 88
 QG0491
 QG0491  VERT ORDER  -  FIRST     CLASS II
 QG0491
 QG0491.The horizontal coordinates were scaled from a topographic map and have
 QG0491.an estimated accuracy of +/- 6 seconds.
 QG0491
 QG0491.The orthometric height was determined by differential leveling
 QG0491.and adjusted by the National Geodetic Survey in June 1991..
 QG0491
 QG0491.The geoid height was determined by GEOID03.
 QG0491
 QG0491.The dynamic height is computed by dividing the NAVD 88
 QG0491.geopotential number by the normal gravity value computed on the
 QG0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0491.degrees latitude (g = 980.6199 gals.).
 QG0491
 QG0491.The modeled gravity was interpolated from observed gravity values.
 QG0491
 QG0491;                    North         East    Units  Estimated Accuracy
 QG0491;SPC ME E     -   184,760.      291,840.      MT  (+/- 180 meters Scaled)
 QG0491
 QG0491                          SUPERSEDED SURVEY CONTROL
 QG0491
 QG0491  NGVD 29 (??/??/92)   54.780  (m)          179.72   (f) ADJ UNCH    1 2
 QG0491
 QG0491.Superseded values are not recommended for survey control.
 QG0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0491.See file dsdata.txt to determine how the superseded data were derived.
 QG0491
 QG0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL310196(NAD 83)
 QG0491_MARKER: DB = BENCH MARK DISK
 QG0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0491_STAMPING: G 136 1959
 QG0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0491+STABILITY: SURFACE MOTION
 QG0491
 QG0491  HISTORY     - Date     Condition        Report By
 QG0491  HISTORY     - 1959     MONUMENTED       CGS
 QG0491  HISTORY     - 1978     GOOD             NGS
 QG0491  HISTORY     - 1978     GOOD             NGS
 QG0491  HISTORY     - 1978     GOOD             NGS
 QG0491  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QG0491
 QG0491                          STATION DESCRIPTION
 QG0491
 QG0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QG0491'8.2 MI N FROM HOWLAND.
 QG0491'8.15 MILES NORTH ALONG STATE HIGHWAY 116 FROM THE NORTH END OF
 QG0491'THE LARGE HIGHWAY 116 BRIDGE OVER THE PISCATAQUIS RIVER AT HOWLAND,
 QG0491'ABOUT 0.95 MILE SOUTHWEST OF BRIDGE OVER THE MATTAMISCONTIS STREAM,
 QG0491'NEAR TOP OF SLIGHT GRADE, 46 FEET NORTHWEST OF CENTER LINE OF ROAD,
 QG0491'5 FEET SOUTHEAST OF SOUTHEAST EDGE OF CLEARED RIGHT-OF-WAY, 2 FEET
 QG0491'SOUTHEAST OF A WHITE METAL WITNESS POST, SET IN TOP OF A CONCRETE
 QG0491'POST AND PROJECTING 3 INCHES ABOVE THE GROUND.  NOTE-- HIGHWAY
 QG0491'UNDER CONSTRUCTION AT LEVELING DATE AND MARK IS ABOUT FIVE FEET
 QG0491'ABOVE THE LEVEL OF THE ROAD.
 QG0491
 QG0491                          STATION RECOVERY (1978)
 QG0491
 QG0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0491'2.2 MILES WEST ALONG STATE HIGHWAY 116 FROM THE NORTH END OF THE
 QG0491'STATE HIGHWAY 116 BRIDGE ACROSS THE PISCATAQUIS RIVER AT HOWLAND TO A
 QG0491'Y-JUNCTION, THENCE 5.8 MILES NORTHEAST ALONG STATE HIGHWAY 116,
 QG0491'44.7 FT. NORTH-NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 4.8 FT.
 QG0491'SOUTH SOUTHEAST OF A TRIANGULAR BLAZED 6 INCH PINE TREE.
 QG0491
 QG0491                          STATION RECOVERY (1978)
 QG0491
 QG0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0491'2.2 MILES WEST ALONG STATE HIGHWAY 116 FROM THE NORTH END OF THE
 QG0491'STATE HIGHWAY 116 BRIDGE ACROSS THE PISCATAQUIS RIVER AT HOWLAND TO A
 QG0491'Y-JUNCTION, THENCE 5.8 MILES NORTHEAST ALONG STATE HIGHWAY 116,
 QG0491'44.7 FT. NORTH-NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 4.8 FT.
 QG0491'SOUTH SOUTHEAST OF A TRIANGULAR BLAZED 6 INCH PINE TREE.
 QG0491
 QG0491                          STATION RECOVERY (1978)
 QG0491
 QG0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0491'2.2 MILES WEST ALONG STATE HIGHWAY 116 FROM THE NORTH END OF THE
 QG0491'STATE HIGHWAY 116 BRIDGE ACROSS THE PISCATAQUIS RIVER AT HOWLAND TO A
 QG0491'Y-JUNCTION, THENCE 5.8 MILES NORTHEAST ALONG STATE HIGHWAY 116,
 QG0491'44.7 FT. NORTH-NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 4.8 FT.
 QG0491'SOUTH SOUTHEAST OF A TRIANGULAR BLAZED 6 INCH PINE TREE.
 QG0491
 QG0491                          STATION RECOVERY (1985)
 QG0491
 QG0491'RECOVERY NOTE BY US POWER SQUADRON 1985 (LR)
 QG0491'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0626 ***********************************************************************
 QG0626  DESIGNATION -  G 137
 QG0626  PID         -  QG0626
 QG0626  STATE/COUNTY-  ME/PENOBSCOT
 QG0626  USGS QUAD   -  MEDUNKEUNK LAKE (1988)
 QG0626
 QG0626                         *CURRENT SURVEY CONTROL
 QG0626  ___________________________________________________________________
 QG0626* NAD 83(1986)-  45 36 49.     (N)    068 32 11.     (W)     SCALED    
 QG0626* NAVD 88     -        84.844  (meters)     278.36   (feet)  ADJUSTED  
 QG0626  ___________________________________________________________________
 QG0626  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 QG0626  DYNAMIC HT  -          84.845 (meters)     278.36  (feet)  COMP
 QG0626  MODELED GRAV-     980,630.0   (mgal)                       NAVD 88
 QG0626
 QG0626  VERT ORDER  -  SECOND    CLASS 0
 QG0626
 QG0626.The horizontal coordinates were scaled from a topographic map and have
 QG0626.an estimated accuracy of +/- 6 seconds.
 QG0626
 QG0626.The orthometric height was determined by differential leveling
 QG0626.and adjusted by the National Geodetic Survey in June 1991..
 QG0626
 QG0626.The geoid height was determined by GEOID03.
 QG0626
 QG0626.The dynamic height is computed by dividing the NAVD 88
 QG0626.geopotential number by the normal gravity value computed on the
 QG0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0626.degrees latitude (g = 980.6199 gals.).
 QG0626
 QG0626.The modeled gravity was interpolated from observed gravity values.
 QG0626
 QG0626;                    North         East    Units  Estimated Accuracy
 QG0626;SPC ME E     -   216,330.      297,160.      MT  (+/- 180 meters Scaled)
 QG0626
 QG0626                          SUPERSEDED SURVEY CONTROL
 QG0626
 QG0626  NGVD 29 (??/??/92)   85.042  (m)          279.01   (f) ADJ UNCH    2 0
 QG0626
 QG0626.Superseded values are not recommended for survey control.
 QG0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0626.See file dsdata.txt to determine how the superseded data were derived.
 QG0626
 QG0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL361512(NAD 83)
 QG0626_MARKER: DB = BENCH MARK DISK
 QG0626_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QG0626_SP_SET: BRIDGE
 QG0626_STAMPING: G 137 1959
 QG0626_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG0626
 QG0626  HISTORY     - Date     Condition        Report By
 QG0626  HISTORY     - 1959     MONUMENTED       CGS
 QG0626  HISTORY     - 1976     POOR             MEDT
 QG0626  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 QG0626
 QG0626                          STATION DESCRIPTION
 QG0626
 QG0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QG0626'AT MEDWAY.
 QG0626'AT MEDWAY, ON TOP OF THE WEST END OF THE SOUTH CONCRETE GUARD
 QG0626'RAIL OF THE LARGE STATE HIGHWAY 157 STEEL BRIDGE OVER THE
 QG0626'EAST BRANCH OF THE PENOBSCOT RIVER, 0.3 MILE WEST OF THE JUNCTION
 QG0626'OF STATE HIGHWAY 157 AND STATE HIGHWAY 11, 15 FEET SOUTH OF THE
 QG0626'CENTER LINE OF THE HIGHWAY AND 3 FEET ABOVE THE LEVEL OF THE
 QG0626'BRIDGE SIDEWALK.
 QG0626
 QG0626                          STATION RECOVERY (1976)
 QG0626
 QG0626'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1976
 QG0626'MARK RECOVERED IN POOR CONDITION.
 QG0626
 QG0626                          STATION RECOVERY (1991)
 QG0626
 QG0626'RECOVERY NOTE BY US POWER SQUADRON 1991 (ELG)
 QG0626'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0116 ***********************************************************************
 QG0116  DESIGNATION -  G 138
 QG0116  PID         -  QG0116
 QG0116  STATE/COUNTY-  ME/PENOBSCOT
 QG0116  USGS QUAD   -  SALMON STREAM LAKE (1988)
 QG0116
 QG0116                         *CURRENT SURVEY CONTROL
 QG0116  ___________________________________________________________________
 QG0116* NAD 83(1986)-  45 43 25.     (N)    068 28 34.     (W)     SCALED    
 QG0116* NAVD 88     -       123.310  (meters)     404.56   (feet)  ADJUSTED  
 QG0116  ___________________________________________________________________
 QG0116  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 QG0116  DYNAMIC HT  -         123.313 (meters)     404.57  (feet)  COMP
 QG0116  MODELED GRAV-     980,636.7   (mgal)                       NAVD 88
 QG0116
 QG0116  VERT ORDER  -  SECOND    CLASS 0
 QG0116
 QG0116.The horizontal coordinates were scaled from a topographic map and have
 QG0116.an estimated accuracy of +/- 6 seconds.
 QG0116
 QG0116.The orthometric height was determined by differential leveling
 QG0116.and adjusted by the National Geodetic Survey in June 1991..
 QG0116
 QG0116.The geoid height was determined by GEOID03.
 QG0116
 QG0116.The dynamic height is computed by dividing the NAVD 88
 QG0116.geopotential number by the normal gravity value computed on the
 QG0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0116.degrees latitude (g = 980.6199 gals.).
 QG0116
 QG0116.The modeled gravity was interpolated from observed gravity values.
 QG0116
 QG0116;                    North         East    Units  Estimated Accuracy
 QG0116;SPC ME E     -   228,560.      301,860.      MT  (+/- 180 meters Scaled)
 QG0116
 QG0116                          SUPERSEDED SURVEY CONTROL
 QG0116
 QG0116  NGVD 29 (??/??/92)  123.495  (m)          405.17   (f) ADJ UNCH    2 0
 QG0116
 QG0116.Superseded values are not recommended for survey control.
 QG0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0116.See file dsdata.txt to determine how the superseded data were derived.
 QG0116
 QG0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL407634(NAD 83)
 QG0116_MARKER: DB = BENCH MARK DISK
 QG0116_SETTING: 66 = SET IN ROCK OUTCROP
 QG0116_SP_SET: ROCK OUTCROP
 QG0116_STAMPING: G 138 1959
 QG0116_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0116+STABILITY: POSITION/ELEVATION WELL
 QG0116
 QG0116  HISTORY     - Date     Condition        Report By
 QG0116  HISTORY     - 1959     MONUMENTED       CGS
 QG0116  HISTORY     - 19851107 GOOD             USPSQD
 QG0116
 QG0116                          STATION DESCRIPTION
 QG0116
 QG0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QG0116'13.7 MI NE FROM MEDWAY.
 QG0116'5.3 MILES NORTH-NORTHWEST ALONG STATE HIGHWAY 11 FROM THE JUNCTION
 QG0116'OF STATE HIGHWAY 157 AT MEDWAY, THENCE 2.4 MILES EAST ALONG THE
 QG0116'MAIN TRAVELED GRAVEL ROAD, THENCE 2.6 MILES SOUTHEAST ALONG A
 QG0116'GRAVEL ROAD, THENCE 1.9 MILES EAST ALONG A WOODS ROAD, THENCE 1.5
 QG0116'MILES NORTH ALONG TRAIL, ALONG THE EAST BANK OF SALMON LAKE
 QG0116'STREAM, ABOUT 0.3 MILE EAST AND ACROSS THE LAKE FROM AN UNPAINTED
 QG0116'CAMP, ON THE TOP OF A 4-BY-6 FOOT OUTCROP PROJECTING 4 FEET
 QG0116'ABOVE THE GROUND AND ABOUT 5 FEET ABOVE THE WATER LEVEL, AND NEAR
 QG0116'THE SOUTHWEST END OF A SMALL COVE.
 QG0116
 QG0116                          STATION RECOVERY (1985)
 QG0116
 QG0116'RECOVERY NOTE BY US POWER SQUADRON 1985 (DVH)
 QG0116'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0175 ***********************************************************************
 QG0175  DESIGNATION -  G 139
 QG0175  PID         -  QG0175
 QG0175  STATE/COUNTY-  ME/AROOSTOOK
 QG0175  USGS QUAD   -  CRYSTAL (1989)
 QG0175
 QG0175                         *CURRENT SURVEY CONTROL
 QG0175  ___________________________________________________________________
 QG0175* NAD 83(1986)-  45 58 37.     (N)    068 16 21.     (W)     SCALED    
 QG0175* NAVD 88     -       200.249  (meters)     656.98   (feet)  ADJUSTED  
 QG0175  ___________________________________________________________________
 QG0175  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 QG0175  DYNAMIC HT  -         200.258 (meters)     657.01  (feet)  COMP
 QG0175  MODELED GRAV-     980,651.6   (mgal)                       NAVD 88
 QG0175
 QG0175  VERT ORDER  -  SECOND    CLASS 0
 QG0175
 QG0175.The horizontal coordinates were scaled from a topographic map and have
 QG0175.an estimated accuracy of +/- 6 seconds.
 QG0175
 QG0175.The orthometric height was determined by differential leveling
 QG0175.and adjusted by the National Geodetic Survey in June 1991..
 QG0175
 QG0175.The geoid height was determined by GEOID03.
 QG0175
 QG0175.The dynamic height is computed by dividing the NAVD 88
 QG0175.geopotential number by the normal gravity value computed on the
 QG0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0175.degrees latitude (g = 980.6199 gals.).
 QG0175
 QG0175.The modeled gravity was interpolated from observed gravity values.
 QG0175
 QG0175;                    North         East    Units  Estimated Accuracy
 QG0175;SPC ME E     -   256,740.      317,630.      MT  (+/- 180 meters Scaled)
 QG0175
 QG0175                          SUPERSEDED SURVEY CONTROL
 QG0175
 QG0175  NGVD 29 (??/??/92)  200.422  (m)          657.55   (f) ADJ UNCH    2 0
 QG0175
 QG0175.Superseded values are not recommended for survey control.
 QG0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0175.See file dsdata.txt to determine how the superseded data were derived.
 QG0175
 QG0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL563917(NAD 83)
 QG0175_MARKER: DB = BENCH MARK DISK
 QG0175_SETTING: 66 = SET IN ROCK OUTCROP
 QG0175_SP_SET: ROCK OUTCROP
 QG0175_STAMPING: G 139 1959
 QG0175_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0175+STABILITY: POSITION/ELEVATION WELL
 QG0175
 QG0175  HISTORY     - Date     Condition        Report By
 QG0175  HISTORY     - 1959     MONUMENTED       CGS
 QG0175
 QG0175                          STATION DESCRIPTION
 QG0175
 QG0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QG0175'2.3 MI S FROM ISLAND FALLS.
 QG0175'2.3 MILES SOUTH ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF U.S.
 QG0175'HIGHWAY 2 AND STATE HIGHWAY 159 AT ISLAND FALLS, ON TOP OF A
 QG0175'2 BY 2 FOOT OUTCROP FLUSH WITH THE GROUND IN AN OPEN FIELD, ABOUT
 QG0175'300 FEET SOUTH OF A LONE MAPLE TREE, 99.6 FEET EAST OF CENTERLINE
 QG0175'OF HIGHWAY, 82 1/2 FEET EAST-SOUTHEAST OF TELEPHONE NO. 372,
 QG0175'1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0665 ***********************************************************************
 PE0665  DESIGNATION -  G 14
 PE0665  PID         -  PE0665
 PE0665  STATE/COUNTY-  ME/PENOBSCOT
 PE0665  USGS QUAD   -  PLYMOUTH (1982)
 PE0665
 PE0665                         *CURRENT SURVEY CONTROL
 PE0665  ___________________________________________________________________
 PE0665* NAD 83(1996)-  44 49 39.74968(N)    069 09 40.40254(W)     ADJUSTED  
 PE0665* NAVD 88     -        76.041  (meters)     249.48   (feet)  ADJUSTED  
 PE0665  ___________________________________________________________________
 PE0665  X           -   1,611,907.698 (meters)                     COMP
 PE0665  Y           -  -4,234,741.192 (meters)                     COMP
 PE0665  Z           -   4,473,825.175 (meters)                     COMP
 PE0665  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 PE0665  ELLIP HEIGHT-          50.97  (meters)          (01/07/02) GPS OBS
 PE0665  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 PE0665  DYNAMIC HT  -          76.037 (meters)     249.46  (feet)  COMP
 PE0665  MODELED GRAV-     980,566.6   (mgal)                       NAVD 88
 PE0665  OBS GRAVITY -     980,573.3   (mgal)                       GRAV_OBS
 PE0665
 PE0665  HORZ ORDER  -  FIRST
 PE0665  VERT ORDER  -  FIRST     CLASS I
 PE0665  ELLP ORDER  -  FIFTH     CLASS I
 PE0665
 PE0665.The horizontal coordinates were established by GPS observations
 PE0665.and adjusted by the National Geodetic Survey in July 1997..
 PE0665
 PE0665.The orthometric height was determined by differential leveling
 PE0665.and adjusted by the National Geodetic Survey in June 1991..
 PE0665
 PE0665.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PE0665
 PE0665.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE0665
 PE0665.The ellipsoidal height was determined by GPS observations
 PE0665.and is referenced to NAD 83.
 PE0665
 PE0665.The geoid height was determined by GEOID03.
 PE0665
 PE0665.The dynamic height is computed by dividing the NAVD 88
 PE0665.geopotential number by the normal gravity value computed on the
 PE0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0665.degrees latitude (g = 980.6199 gals.).
 PE0665
 PE0665.The modeled gravity was interpolated from observed gravity values.
 PE0665.The observed gravity was obtained from relative gravimeter ties
 PE0665.to the IGSN71 gravity network.
 PE0665
 PE0665;                    North         East     Units Scale Factor Converg.
 PE0665;SPC ME E     -   129,211.337   247,713.875   MT  0.99993361   -0 27 58.2
 PE0665;UTM  19      - 4,963,823.901   487,255.143   MT  0.99960200   -0 06 49.2
 PE0665
 PE0665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE0665!SPC ME E     -   0.99999201  x   0.99993361  =   0.99992562
 PE0665!UTM  19      -   0.99999201  x   0.99960200  =   0.99959401
 PE0665
 PE0665                          SUPERSEDED SURVEY CONTROL
 PE0665
 PE0665  ELLIP H (07/24/97)   50.93   (m)                       GP(       ) 1 1
 PE0665  NAD 83(1992)-  44 49 39.74952(N)    069 09 40.40193(W) AD(1995.00) 1
 PE0665  ELLIP H (04/19/96)   50.94   (m)                       GP(       ) 3 1
 PE0665  NAVD 88 (04/19/96)   76.04   (m)          249.5    (f) LEVELING    3  
 PE0665  NGVD 29 (??/??/92)   76.258  (m)          250.19   (f) ADJ UNCH    1 1
 PE0665
 PE0665.Superseded values are not recommended for survey control.
 PE0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0665.See file dsdata.txt to determine how the superseded data were derived.
 PE0665
 PE0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK8725563824(NAD 83)
 PE0665_MARKER: DB = BENCH MARK DISK
 PE0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0665_STAMPING: G 14 1927 250.190
 PE0665_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0665+STABILITY: SURFACE MOTION
 PE0665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE0665+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1995
 PE0665
 PE0665  HISTORY     - Date     Condition        Report By
 PE0665  HISTORY     - 1927     MONUMENTED       CGS
 PE0665  HISTORY     - 1966     GOOD             NGS
 PE0665  HISTORY     - 1978     GOOD             DOD
 PE0665  HISTORY     - 1989     GOOD             USPSQD
 PE0665  HISTORY     - 19951010 GOOD             CHANCE
 PE0665
 PE0665                          STATION DESCRIPTION
 PE0665
 PE0665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0665'6.3 MI W FROM CARMEL.
 PE0665'6.3 MILES WEST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE0665'OVERPASS CROSSING OF U.S. HIGHWAY 2 AT CARMEL, ABOUT 5.8 MILES
 PE0665'SOUTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM THE STATION AT
 PE0665'NEWPORT, ABOUT 0.4 MILE EAST OF MILEPOST V136/P115, 77 FEET
 PE0665'NORTHWEST OF THE CENTER OF THE CROSSING OF A WOODS ROAD, 49.2
 PE0665'FEET NORTH OF AND ACROSS A SIDETRACK FROM THE NORTH RAIL OF
 PE0665'THE MAIN TRACK, 31 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE
 PE0665'ROAD, 34.5 FEET NORTH OF THE NORTH RAIL OF THE SIDETRACK, 1.2
 PE0665'FEET EAST OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 PE0665'CONCRETE POST PROJECTING 0.1 FOOT.
 PE0665
 PE0665                          STATION RECOVERY (1978)
 PE0665
 PE0665'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE0665'RECOVERED IN GOOD CONDITION.
 PE0665
 PE0665                          STATION RECOVERY (1989)
 PE0665
 PE0665'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELG)
 PE0665'RECOVERED IN GOOD CONDITION.
 PE0665
 PE0665                          STATION RECOVERY (1995)
 PE0665
 PE0665'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KB)
 PE0665'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0260 ***********************************************************************
 PE0260  DESIGNATION -  G 144
 PE0260  PID         -  PE0260
 PE0260  STATE/COUNTY-  ME/HANCOCK
 PE0260  USGS QUAD   -  SALSBURY COVE (1981)
 PE0260
 PE0260                         *CURRENT SURVEY CONTROL
 PE0260  ___________________________________________________________________
 PE0260* NAD 83(1986)-  44 28 29.     (N)    068 21 59.     (W)     SCALED    
 PE0260* NAVD 88     -        23.953  (meters)      78.59   (feet)  ADJUSTED  
 PE0260  ___________________________________________________________________
 PE0260  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 PE0260  DYNAMIC HT  -          23.951 (meters)      78.58  (feet)  COMP
 PE0260  MODELED GRAV-     980,565.2   (mgal)                       NAVD 88
 PE0260
 PE0260  VERT ORDER  -  SECOND    CLASS 0
 PE0260
 PE0260.The horizontal coordinates were scaled from a topographic map and have
 PE0260.an estimated accuracy of +/- 6 seconds.
 PE0260
 PE0260.The orthometric height was determined by differential leveling
 PE0260.and adjusted by the National Geodetic Survey in June 1991..
 PE0260
 PE0260.The geoid height was determined by GEOID03.
 PE0260
 PE0260.The dynamic height is computed by dividing the NAVD 88
 PE0260.geopotential number by the normal gravity value computed on the
 PE0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0260.degrees latitude (g = 980.6199 gals.).
 PE0260
 PE0260.The modeled gravity was interpolated from observed gravity values.
 PE0260
 PE0260;                    North         East    Units  Estimated Accuracy
 PE0260;SPC ME E     -    89,790.      310,630.      MT  (+/- 180 meters Scaled)
 PE0260
 PE0260                          SUPERSEDED SURVEY CONTROL
 PE0260
 PE0260  NGVD 29 (??/??/92)   24.144  (m)           79.21   (f) ADJ UNCH    2 0
 PE0260
 PE0260.Superseded values are not recommended for survey control.
 PE0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0260.See file dsdata.txt to determine how the superseded data were derived.
 PE0260
 PE0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK503247(NAD 83)
 PE0260_MARKER: DB = BENCH MARK DISK
 PE0260_SETTING: 66 = SET IN ROCK OUTCROP
 PE0260_SP_SET: ROCK OUTCROP
 PE0260_STAMPING: G 144 1962
 PE0260_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0260+STABILITY: POSITION/ELEVATION WELL
 PE0260
 PE0260  HISTORY     - Date     Condition        Report By
 PE0260  HISTORY     - 1962     MONUMENTED       CGS
 PE0260  HISTORY     - 1965     GOOD             NGS
 PE0260
 PE0260                          STATION DESCRIPTION
 PE0260
 PE0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 PE0260'5.9 MI S FROM ELLSWORTH.
 PE0260'1.3 MILES EAST AND SOUTH FROM THE POST OFFICE AT ELLSWORTH ON
 PE0260'U.S. HIGHWAY 1 AND STATE HIGHWAY 3 TO THE TRIANGLE, THENCE
 PE0260'SOUTH 4.6 MILES TO A CURVE AND THE MARK ON THE LEFT.  (ALSO
 PE0260'1 MILE SOUTH OF THE JUNCTION OF STATE HIGHWAYS 3 AND 120, AND
 PE0260'0.3 MILE NORTH OF THE ELLSWORTH DRIVE-IN THEATER).  61.8 FEET
 PE0260'EAST OF THE CENTER OF HIGHWAY 3, 30.8 FEET EAST OF A RIGHT-OF-WAY
 PE0260'FENCE, HALF WAY BETWEEN TELEPHONE POLES NOS. 138 AND 139 AND 3
 PE0260'FEET LOWER THAN THE HIGHWAY.  SET IN THE TOP OF A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0313 ***********************************************************************
 PE0313  DESIGNATION -  G 145
 PE0313  PID         -  PE0313
 PE0313  STATE/COUNTY-  ME/HANCOCK
 PE0313  USGS QUAD   -  BARTLETT ISLAND (1981)
 PE0313
 PE0313                         *CURRENT SURVEY CONTROL
 PE0313  ___________________________________________________________________
 PE0313* NAD 83(1986)-  44 15 35.     (N)    068 23 08.     (W)     SCALED    
 PE0313* NAVD 88     -        29.619  (meters)      97.17   (feet)  ADJUSTED  
 PE0313  ___________________________________________________________________
 PE0313  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 PE0313  DYNAMIC HT  -          29.617 (meters)      97.17  (feet)  COMP
 PE0313  MODELED GRAV-     980,549.0   (mgal)                       NAVD 88
 PE0313
 PE0313  VERT ORDER  -  SECOND    CLASS 0
 PE0313
 PE0313.The horizontal coordinates were scaled from a topographic map and have
 PE0313.an estimated accuracy of +/- 6 seconds.
 PE0313
 PE0313.The orthometric height was determined by differential leveling
 PE0313.and adjusted by the National Geodetic Survey in June 1991..
 PE0313
 PE0313.The geoid height was determined by GEOID03.
 PE0313
 PE0313.The dynamic height is computed by dividing the NAVD 88
 PE0313.geopotential number by the normal gravity value computed on the
 PE0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0313.degrees latitude (g = 980.6199 gals.).
 PE0313
 PE0313.The modeled gravity was interpolated from observed gravity values.
 PE0313
 PE0313;                    North         East    Units  Estimated Accuracy
 PE0313;SPC ME E     -    65,900.      309,140.      MT  (+/- 180 meters Scaled)
 PE0313
 PE0313                          SUPERSEDED SURVEY CONTROL
 PE0313
 PE0313  NGVD 29 (??/??/92)   29.810  (m)           97.80   (f) ADJ UNCH    2 0
 PE0313
 PE0313.Superseded values are not recommended for survey control.
 PE0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0313.See file dsdata.txt to determine how the superseded data were derived.
 PE0313
 PE0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK490009(NAD 83)
 PE0313_MARKER: DB = BENCH MARK DISK
 PE0313_SETTING: 66 = SET IN ROCK OUTCROP
 PE0313_SP_SET: ROCK OUTCROP
 PE0313_STAMPING: G 145 1962
 PE0313_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0313+STABILITY: POSITION/ELEVATION WELL
 PE0313
 PE0313  HISTORY     - Date     Condition        Report By
 PE0313  HISTORY     - 1962     MONUMENTED       CGS
 PE0313
 PE0313                          STATION DESCRIPTION
 PE0313
 PE0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PE0313'0.5 MI SE FROM WEST TREMONT.
 PE0313'0.5 MILE SOUTHEAST ON STATE HIGHWAY 102 FROM THE WEST TREMONT
 PE0313'METHODIST CHURCH OR 2.25 MILES SOUTHWEST ON HIGHWAY 102 FROM
 PE0313'THE TREMONT CONSOLIDATED SCHOOL AT TREMONT.  SET IN A DRILL
 PE0313'HOLE IN THE TOP AND AT THE NORTHEAST EDGE OF A LARGE GROUP OF
 PE0313'ROCK OUTCROPS PROJECTING 1.5 FEET.  225 FEET SOUTHEAST OF THE NORTH
 PE0313'CORNER OF THE HILLREST CEMETERY, 49 FEET SOUTHWEST OF THE
 PE0313'CENTER LINE AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0335 ***********************************************************************
 PE0335  DESIGNATION -  G 146
 PE0335  PID         -  PE0335
 PE0335  STATE/COUNTY-  ME/HANCOCK
 PE0335  USGS QUAD   -  BLUE HILL (1981)
 PE0335
 PE0335                         *CURRENT SURVEY CONTROL
 PE0335  ___________________________________________________________________
 PE0335* NAD 83(1986)-  44 26 41.     (N)    068 33 57.     (W)     SCALED    
 PE0335* NAVD 88     -        97.904  (meters)     321.21   (feet)  ADJUSTED  
 PE0335  ___________________________________________________________________
 PE0335  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 PE0335  DYNAMIC HT  -          97.895 (meters)     321.18  (feet)  COMP
 PE0335  MODELED GRAV-     980,526.5   (mgal)                       NAVD 88
 PE0335
 PE0335  VERT ORDER  -  SECOND    CLASS 0
 PE0335
 PE0335.The horizontal coordinates were scaled from a topographic map and have
 PE0335.an estimated accuracy of +/- 6 seconds.
 PE0335
 PE0335.The orthometric height was determined by differential leveling
 PE0335.and adjusted by the National Geodetic Survey in June 1991..
 PE0335
 PE0335.The geoid height was determined by GEOID03.
 PE0335
 PE0335.The dynamic height is computed by dividing the NAVD 88
 PE0335.geopotential number by the normal gravity value computed on the
 PE0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0335.degrees latitude (g = 980.6199 gals.).
 PE0335
 PE0335.The modeled gravity was interpolated from observed gravity values.
 PE0335
 PE0335;                    North         East    Units  Estimated Accuracy
 PE0335;SPC ME E     -    86,450.      294,760.      MT  (+/- 180 meters Scaled)
 PE0335
 PE0335                          SUPERSEDED SURVEY CONTROL
 PE0335
 PE0335  NGVD 29 (??/??/92)   98.093  (m)          321.83   (f) ADJ UNCH    2 0
 PE0335
 PE0335.Superseded values are not recommended for survey control.
 PE0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0335.See file dsdata.txt to determine how the superseded data were derived.
 PE0335
 PE0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK345213(NAD 83)
 PE0335_MARKER: DB = BENCH MARK DISK
 PE0335_SETTING: 80 = SET IN A BOULDER
 PE0335_SP_SET: BOULDER
 PE0335_STAMPING: G 146 1962
 PE0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0335+STABILITY: SURFACE MOTION
 PE0335
 PE0335  HISTORY     - Date     Condition        Report By
 PE0335  HISTORY     - 1962     MONUMENTED       CGS
 PE0335  HISTORY     - 1967     GOOD             NGS
 PE0335
 PE0335                          STATION DESCRIPTION
 PE0335
 PE0335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PE0335'2.6 MI NE FROM BLUE HILL.
 PE0335'ABOUT 2.45 MILES NORTHEAST ALONG STATE HIGHWAY 172 FROM THE POST
 PE0335'OFFICE IN BLUE HILL, THENCE 0.1 MILE NORTHWEST ON DIRT ROAD
 PE0335'LEADING TO BLUE HILL AIRPORT, NEAR THE SOUTHEAST END OF THE
 PE0335'RUNWAY, SET IN THE TOP AND NEAR THE HIGHEST PART OF A 4 X 4-FOOT
 PE0335'BOULDER THAT PROJECTS 2 FEET AND IS PART OF A STONE FENCE, 60
 PE0335'FEET NORTHEAST OF THE NORTHEAST EDGE OF THE RUNWAY, AND 8 FEET
 PE0335'SOUTH OF THE CENTER OF THE PRESENT ENTRANCE ROAD.  (IT IS EXPECTED
 PE0335'THAT A NEW ENTRANCE ROAD, IN A DIFFERENT LOCATION, WILL BE BUILT
 PE0335'THIS SUMMER.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0358 ***********************************************************************
 PD0358  DESIGNATION -  G 147
 PD0358  PID         -  PD0358
 PD0358  STATE/COUNTY-  ME/WASHINGTON
 PD0358  USGS QUAD   -  CHERRYFIELD (1978)
 PD0358
 PD0358                         *CURRENT SURVEY CONTROL
 PD0358  ___________________________________________________________________
 PD0358* NAD 83(1986)-  44 30 38.     (N)    067 54 44.     (W)     SCALED    
 PD0358* NAVD 88     -        15.705  (meters)      51.53   (feet)  ADJUSTED  
 PD0358  ___________________________________________________________________
 PD0358  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 PD0358  DYNAMIC HT  -          15.704 (meters)      51.52  (feet)  COMP
 PD0358  MODELED GRAV-     980,575.7   (mgal)                       NAVD 88
 PD0358
 PD0358  VERT ORDER  -  SECOND    CLASS 0
 PD0358
 PD0358.The horizontal coordinates were scaled from a topographic map and have
 PD0358.an estimated accuracy of +/- 6 seconds.
 PD0358
 PD0358.The orthometric height was determined by differential leveling
 PD0358.and adjusted by the National Geodetic Survey in June 1991..
 PD0358
 PD0358.The geoid height was determined by GEOID03.
 PD0358
 PD0358.The dynamic height is computed by dividing the NAVD 88
 PD0358.geopotential number by the normal gravity value computed on the
 PD0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0358.degrees latitude (g = 980.6199 gals.).
 PD0358
 PD0358.The modeled gravity was interpolated from observed gravity values.
 PD0358
 PD0358;                    North         East    Units  Estimated Accuracy
 PD0358;SPC ME E     -    93,930.      346,730.      MT  (+/- 180 meters Scaled)
 PD0358
 PD0358                          SUPERSEDED SURVEY CONTROL
 PD0358
 PD0358  NGVD 29 (??/??/92)   15.901  (m)           52.17   (f) ADJ UNCH    2 0
 PD0358
 PD0358.Superseded values are not recommended for survey control.
 PD0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0358.See file dsdata.txt to determine how the superseded data were derived.
 PD0358
 PD0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK864291(NAD 83)
 PD0358_MARKER: DB = BENCH MARK DISK
 PD0358_SETTING: 66 = SET IN ROCK OUTCROP
 PD0358_SP_SET: BEDROCK
 PD0358_STAMPING: G 147 1962
 PD0358_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0358+STABILITY: POSITION/ELEVATION WELL
 PD0358
 PD0358  HISTORY     - Date     Condition        Report By
 PD0358  HISTORY     - 1962     MONUMENTED       CGS
 PD0358  HISTORY     - 1966     GOOD             NGS
 PD0358
 PD0358                          STATION DESCRIPTION
 PD0358
 PD0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PD0358'2.6 MI FROM MILBRIDGE.
 PD0358'2.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE
 PD0358'AT MILBRIDGE, SET ON THE TOP OF A 6-BY-6-FOOT EXPOSED BEDROCK,
 PD0358'144 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 26 FEET
 PD0358'NORTHEAST OF THE CENTER LINE OF A GRAVELED DRIVEWAY, 5.5 FEET
 PD0358'NORTHWEST OF THE SOUTHWEST CORNER OF THE RESIDENCE OF MR.
 PD0358'G. HODGKINS (1966), 1 FOOT ABOVE THE LEVEL OF THE GROUND AND
 PD0358'ABOUT 10 FEET ABOVE THE LEVEL OF THE HIGHWAY.  NOTE-- MARK MAY
 PD0358'BE REACHED BY GOING 2.75 MILES EAST ALONG U.S. HIGHWAY 1 FROM THE
 PD0358'NEW U.S. HIGHWAY 1 BRIDGE OVER TUNK STREAM IN STEUBEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0425 ***********************************************************************
 PD0425  DESIGNATION -  G 148
 PD0425  PID         -  PD0425
 PD0425  STATE/COUNTY-  ME/WASHINGTON
 PD0425  USGS QUAD   -  ADDISON (1975)
 PD0425
 PD0425                         *CURRENT SURVEY CONTROL
 PD0425  ___________________________________________________________________
 PD0425* NAD 83(1986)-  44 37 16.     (N)    067 42 27.     (W)     SCALED    
 PD0425* NAVD 88     -        44.957  (meters)     147.50   (feet)  ADJUSTED  
 PD0425  ___________________________________________________________________
 PD0425  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 PD0425  DYNAMIC HT  -          44.956 (meters)     147.49  (feet)  COMP
 PD0425  MODELED GRAV-     980,581.8   (mgal)                       NAVD 88
 PD0425
 PD0425  VERT ORDER  -  SECOND    CLASS 0
 PD0425
 PD0425.The horizontal coordinates were scaled from a topographic map and have
 PD0425.an estimated accuracy of +/- 6 seconds.
 PD0425
 PD0425.The orthometric height was determined by differential leveling
 PD0425.and adjusted by the National Geodetic Survey in June 1991..
 PD0425
 PD0425.The geoid height was determined by GEOID03.
 PD0425
 PD0425.The dynamic height is computed by dividing the NAVD 88
 PD0425.geopotential number by the normal gravity value computed on the
 PD0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0425.degrees latitude (g = 980.6199 gals.).
 PD0425
 PD0425.The modeled gravity was interpolated from observed gravity values.
 PD0425
 PD0425;                    North         East    Units  Estimated Accuracy
 PD0425;SPC ME E     -   106,350.      362,890.      MT  (+/- 180 meters Scaled)
 PD0425
 PD0425                          SUPERSEDED SURVEY CONTROL
 PD0425
 PD0425  NGVD 29 (??/??/92)   45.171  (m)          148.20   (f) ADJ UNCH    2 0
 PD0425
 PD0425.Superseded values are not recommended for survey control.
 PD0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0425.See file dsdata.txt to determine how the superseded data were derived.
 PD0425
 PD0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK025416(NAD 83)
 PD0425_MARKER: DB = BENCH MARK DISK
 PD0425_SETTING: 80 = SET IN A BOULDER
 PD0425_SP_SET: BOULDER
 PD0425_STAMPING: G 148 1962
 PD0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0425+STABILITY: SURFACE MOTION
 PD0425
 PD0425  HISTORY     - Date     Condition        Report By
 PD0425  HISTORY     - 1962     MONUMENTED       CGS
 PD0425
 PD0425                          STATION DESCRIPTION
 PD0425
 PD0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PD0425'2.2 MI SE FROM COLUMBIA FALLS.
 PD0425'2.2 MILES SOUTHEAST ALONG STATE HIGHWAY 187 FROM ITS JUNCTION
 PD0425'WITH U.S. HIGHWAY 1 AT COLUMBIA FALLS, 0.25 MILE SOUTHEAST OF
 PD0425'A ROAD JUNCTION AT TRACY CORNERS, NEAR THE HIGHEST PART OF THE
 PD0425'FIRST HILL SOUTHEAST OF THE CEMETERY AT TRACY CORNERS, SET ON
 PD0425'THE TOP OF A 7-BY-5-FOOT BURIED BOULDER PROJECTING 2 FEET ABOVE
 PD0425'THE LEVEL OF THE GROUND, 163 FEET SOUTHWEST OF THE CENTER LINE
 PD0425'OF THE HIGHWAY, 155 FEET WEST OF POWER LINE POLE NO. 271, 105
 PD0425'AND ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0442 ***********************************************************************
 PD0442  DESIGNATION -  G 149
 PD0442  PID         -  PD0442
 PD0442  STATE/COUNTY-  ME/WASHINGTON
 PD0442  USGS QUAD   -  JONESPORT (1977)
 PD0442
 PD0442                         *CURRENT SURVEY CONTROL
 PD0442  ___________________________________________________________________
 PD0442* NAD 83(1986)-  44 31 52.     (N)    067 36 16.     (W)     SCALED    
 PD0442* NAVD 88     -        12.930  (meters)      42.42   (feet)  ADJUSTED  
 PD0442  ___________________________________________________________________
 PD0442  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 PD0442  DYNAMIC HT  -          12.930 (meters)      42.42  (feet)  COMP
 PD0442  MODELED GRAV-     980,590.6   (mgal)                       NAVD 88
 PD0442
 PD0442  VERT ORDER  -  SECOND    CLASS 0
 PD0442
 PD0442.The horizontal coordinates were scaled from a topographic map and have
 PD0442.an estimated accuracy of +/- 6 seconds.
 PD0442
 PD0442.The orthometric height was determined by differential leveling
 PD0442.and adjusted by the National Geodetic Survey in June 1991..
 PD0442
 PD0442.The geoid height was determined by GEOID03.
 PD0442
 PD0442.The dynamic height is computed by dividing the NAVD 88
 PD0442.geopotential number by the normal gravity value computed on the
 PD0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0442.degrees latitude (g = 980.6199 gals.).
 PD0442
 PD0442.The modeled gravity was interpolated from observed gravity values.
 PD0442
 PD0442;                    North         East    Units  Estimated Accuracy
 PD0442;SPC ME E     -    96,430.      371,180.      MT  (+/- 180 meters Scaled)
 PD0442
 PD0442                          SUPERSEDED SURVEY CONTROL
 PD0442
 PD0442  NGVD 29 (??/??/92)   13.143  (m)           43.12   (f) ADJ UNCH    2 0
 PD0442
 PD0442.Superseded values are not recommended for survey control.
 PD0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0442.See file dsdata.txt to determine how the superseded data were derived.
 PD0442
 PD0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK108318(NAD 83)
 PD0442_MARKER: DB = BENCH MARK DISK
 PD0442_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PD0442_SP_SET: BUILDING
 PD0442_STAMPING: G 149 1962
 PD0442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PD0442
 PD0442  HISTORY     - Date     Condition        Report By
 PD0442  HISTORY     - 1962     MONUMENTED       CGS
 PD0442  HISTORY     - 1976     GOOD             LOCSUR
 PD0442
 PD0442                          STATION DESCRIPTION
 PD0442
 PD0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PD0442'AT JONESPORT.
 PD0442'AT JONESPORT, ABOUT 0.15 MILE WEST ALONG STATE HIGHWAY 187 FROM
 PD0442'THE POST OFFICE, SET VERTICALLY IN THE EAST BRICK FACE AND NEAR
 PD0442'THE SOUTHEAST CORNER OF THE JONESPORT MEMORIAL LIBRARY, 2.5 FEET
 PD0442'NORTH OF THE SOUTHEAST CORNER OF THE BUILDING AND 4.4 FEET ABOVE
 PD0442'THE LEVEL OF THE GROUND.
 PD0442
 PD0442                          STATION RECOVERY (1976)
 PD0442
 PD0442'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 PD0442'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1131 ***********************************************************************
 PE1131  DESIGNATION -  G 15
 PE1131  PID         -  PE1131
 PE1131  STATE/COUNTY-  ME/KENNEBEC
 PE1131  USGS QUAD   -  READFIELD (1980)
 PE1131
 PE1131                         *CURRENT SURVEY CONTROL
 PE1131  ___________________________________________________________________
 PE1131* NAD 83(1986)-  44 22 42.     (N)    069 54 22.     (W)     SCALED    
 PE1131* NAVD 88     -        96.554  (meters)     316.78   (feet)  ADJUSTED  
 PE1131  ___________________________________________________________________
 PE1131  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 PE1131  DYNAMIC HT  -          96.546 (meters)     316.75  (feet)  COMP
 PE1131  MODELED GRAV-     980,536.7   (mgal)                       NAVD 88
 PE1131
 PE1131  VERT ORDER  -  FIRST     CLASS II
 PE1131
 PE1131.The horizontal coordinates were scaled from a topographic map and have
 PE1131.an estimated accuracy of +/- 6 seconds.
 PE1131
 PE1131.The orthometric height was determined by differential leveling
 PE1131.and adjusted by the National Geodetic Survey in June 1991..
 PE1131
 PE1131.The geoid height was determined by GEOID03.
 PE1131
 PE1131.The dynamic height is computed by dividing the NAVD 88
 PE1131.geopotential number by the normal gravity value computed on the
 PE1131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1131.degrees latitude (g = 980.6199 gals.).
 PE1131
 PE1131.The modeled gravity was interpolated from observed gravity values.
 PE1131
 PE1131;                    North         East    Units  Estimated Accuracy
 PE1131;SPC ME W     -   171,680.      920,760.      MT  (+/- 180 meters Scaled)
 PE1131
 PE1131                          SUPERSEDED SURVEY CONTROL
 PE1131
 PE1131.No superseded survey control is available for this station.
 PE1131
 PE1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK278142(NAD 83)
 PE1131_MARKER: DB = BENCH MARK DISK
 PE1131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1131_STAMPING: G 15 1927
 PE1131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1131+STABILITY: SURFACE MOTION
 PE1131
 PE1131  HISTORY     - Date     Condition        Report By
 PE1131  HISTORY     - 1927     MONUMENTED       CGS
 PE1131  HISTORY     - 1966     GOOD             NGS
 PE1131  HISTORY     - 1978     MARK NOT FOUND   DOD
 PE1131
 PE1131                          STATION DESCRIPTION
 PE1131
 PE1131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE1131'2 MI E FROM READFIELD DEPOT.
 PE1131'2.0 MILES EAST ALONG THE MAINE CENTRAL RAILROAD FROM READFIELD
 PE1131'DEPOT, KENNEBEC COUNTY, 12 RAILS WEST OF MILEPOST P 64, AT A
 PE1131'ROAD CROSSING, 50.7 FEET NORTH OF THE NORTH RAIL, AND 16 FEET
 PE1131'EAST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED
 PE1131'G 15 1927 AND SET IN THE TOP OF A CONCRETE POST.
 PE1131
 PE1131                          STATION RECOVERY (1978)
 PE1131
 PE1131'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE1131'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0211 ***********************************************************************
 PD0211  DESIGNATION -  G 150
 PD0211  PID         -  PD0211
 PD0211  STATE/COUNTY-  ME/WASHINGTON
 PD0211  USGS QUAD   -  MACHIAS (1977)
 PD0211
 PD0211                         *CURRENT SURVEY CONTROL
 PD0211  ___________________________________________________________________
 PD0211* NAD 83(1986)-  44 39 22.     (N)    067 23 14.     (W)     SCALED    
 PD0211* NAVD 88     -        29.741  (meters)      97.58   (feet)  ADJUSTED  
 PD0211  ___________________________________________________________________
 PD0211  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 PD0211  DYNAMIC HT  -          29.740 (meters)      97.57  (feet)  COMP
 PD0211  MODELED GRAV-     980,593.9   (mgal)                       NAVD 88
 PD0211
 PD0211  VERT ORDER  -  SECOND    CLASS 0
 PD0211
 PD0211.The horizontal coordinates were scaled from a topographic map and have
 PD0211.an estimated accuracy of +/- 6 seconds.
 PD0211
 PD0211.The orthometric height was determined by differential leveling
 PD0211.and adjusted by the National Geodetic Survey in June 1991..
 PD0211
 PD0211.The geoid height was determined by GEOID03.
 PD0211
 PD0211.The dynamic height is computed by dividing the NAVD 88
 PD0211.geopotential number by the normal gravity value computed on the
 PD0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0211.degrees latitude (g = 980.6199 gals.).
 PD0211
 PD0211.The modeled gravity was interpolated from observed gravity values.
 PD0211
 PD0211;                    North         East    Units  Estimated Accuracy
 PD0211;SPC ME E     -   110,530.      388,250.      MT  (+/- 180 meters Scaled)
 PD0211
 PD0211                          SUPERSEDED SURVEY CONTROL
 PD0211
 PD0211  NGVD 29 (??/??/92)   29.949  (m)           98.26   (f) ADJ UNCH    2 0
 PD0211
 PD0211.Superseded values are not recommended for survey control.
 PD0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0211.See file dsdata.txt to determine how the superseded data were derived.
 PD0211
 PD0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK278460(NAD 83)
 PD0211_MARKER: DB = BENCH MARK DISK
 PD0211_SETTING: 80 = SET IN A BOULDER
 PD0211_SP_SET: BOULDER
 PD0211_STAMPING: G 150 1962
 PD0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0211+STABILITY: SURFACE MOTION
 PD0211
 PD0211  HISTORY     - Date     Condition        Report By
 PD0211  HISTORY     - 1962     MONUMENTED       CGS
 PD0211
 PD0211                          STATION DESCRIPTION
 PD0211
 PD0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PD0211'0.9 MI S FROM LARRABEE.
 PD0211'0.9 MILE SOUTH ALONG STATE HIGHWAY 92 FROM THE BAY VIEW CEMETERY
 PD0211'AT LARRABEE, ABOUT 1.1 MILES NORTH ALONG STATE HIGHWAY 92 FROM
 PD0211'BUCKS HARBOR BAPTIST CHURCH, SET ON THE TOP AND AT THE WEST END
 PD0211'OF A LARGE BURIED BOULDER THAT IS 18 FEET EAST OF THE FOOT OF A
 PD0211'20-FOOT-HIGH CLIFF, 137 FEET SOUTH OF POWERLINE POLE NO. 156
 PD0211'C, 27 FEET WEST OF THE CENTERLINE OF HIGHWAY AND ABOUT 1 FOOT
 PD0211'ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0051 ***********************************************************************
 OB0051  DESIGNATION -  G 151
 OB0051  PID         -  OB0051
 OB0051  STATE/COUNTY-  ME/KNOX
 OB0051  USGS QUAD   -  TENANTS HARBOR (1973)
 OB0051
 OB0051                         *CURRENT SURVEY CONTROL
 OB0051  ___________________________________________________________________
 OB0051* NAD 83(1986)-  43 59 17.     (N)    069 13 29.     (W)     SCALED    
 OB0051* NAVD 88     -         3.589  (meters)      11.77   (feet)  ADJUSTED  
 OB0051  ___________________________________________________________________
 OB0051  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 OB0051  DYNAMIC HT  -           3.588 (meters)      11.77  (feet)  COMP
 OB0051  MODELED GRAV-     980,523.5   (mgal)                       NAVD 88
 OB0051
 OB0051  VERT ORDER  -  SECOND    CLASS 0
 OB0051
 OB0051.The horizontal coordinates were scaled from a topographic map and have
 OB0051.an estimated accuracy of +/- 6 seconds.
 OB0051
 OB0051.The orthometric height was determined by differential leveling
 OB0051.and adjusted by the National Geodetic Survey in June 1991..
 OB0051
 OB0051.The geoid height was determined by GEOID03.
 OB0051
 OB0051.The dynamic height is computed by dividing the NAVD 88
 OB0051.geopotential number by the normal gravity value computed on the
 OB0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0051.degrees latitude (g = 980.6199 gals.).
 OB0051
 OB0051.The modeled gravity was interpolated from observed gravity values.
 OB0051
 OB0051;                    North         East    Units  Estimated Accuracy
 OB0051;SPC ME E     -    35,960.      241,870.      MT  (+/- 180 meters Scaled)
 OB0051
 OB0051                          SUPERSEDED SURVEY CONTROL
 OB0051
 OB0051  NGVD 29 (??/??/92)    3.800  (m)           12.47   (f) ADJ UNCH    2 0
 OB0051
 OB0051.Superseded values are not recommended for survey control.
 OB0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0051.See file dsdata.txt to determine how the superseded data were derived.
 OB0051
 OB0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ819705(NAD 83)
 OB0051_MARKER: DB = BENCH MARK DISK
 OB0051_SETTING: 66 = SET IN ROCK OUTCROP
 OB0051_SP_SET: SLOPING ROCK
 OB0051_STAMPING: G 151 1962
 OB0051_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0051+STABILITY: POSITION/ELEVATION WELL
 OB0051
 OB0051  HISTORY     - Date     Condition        Report By
 OB0051  HISTORY     - 1962     MONUMENTED       CGS
 OB0051  HISTORY     - 19950822 MARK NOT FOUND   USPSQD
 OB0051
 OB0051                          STATION DESCRIPTION
 OB0051
 OB0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OB0051'2.55 MI NW FROM TENANTS HARBOR.
 OB0051'ABOUT 1.05 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM THE TENANTS
 OB0051'HARBOR BAPTIST CHURCH AT TENANTS HARBOR, THENCE 1.5 MILES NORTH AND
 OB0051'NORTHEAST ALONG A BLACK TOP ROAD, ABOUT 1.2 MILES SOUTHWEST ALONG A
 OB0051'BLACK TOP ROAD FROM ITS JUNCTION OF STATE HIGHWAY 131 AND BENCH MARK X
 OB0051'150 1962, SET ON TOP AND NEAR THE SOUTHEAST END OF A SLOPING ROCK NEAR
 OB0051'THE MOUTH OF WATTS COVE, 21 FEET SOUTHWEST OF THE CENTER LINE OF THE
 OB0051'ROAD, 93 FEET WEST OF AND ACROSS THE ROAD FROM TELEPHONE POLE NO. 6,
 OB0051'58 FEET SOUTH OF THE CENTER OF THE EAST END OF A ROCK CULVERT UNDER
 OB0051'THE ROAD FRO WATTS COVE, AND ABOUT LEVEL WITH THE ROAD.  NOTE-- THERE
 OB0051'IS A POSSIBILITY THAT A DAM WILL BE BUILT IN THIS VICINITY AND THIS
 OB0051'MARK WOULD BE UNDER WATER.  BENCH MARK A 152 1962 WAS ESTABLISHED IN
 OB0051'VICINITY TO REPLACE THIS ONE IF UNDER WATER.
 OB0051
 OB0051                          STATION RECOVERY (1995)
 OB0051
 OB0051'RECOVERY NOTE BY US POWER SQUADRON 1995
 OB0051'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1045 ***********************************************************************
 PE1045  DESIGNATION -  G 152
 PE1045  PID         -  PE1045
 PE1045  STATE/COUNTY-  ME/KNOX
 PE1045  USGS QUAD   -  THOMASTON (1973)
 PE1045
 PE1045                         *CURRENT SURVEY CONTROL
 PE1045  ___________________________________________________________________
 PE1045* NAD 83(1986)-  44 05 51.     (N)    069 07 47.     (W)     SCALED    
 PE1045* NAVD 88     -        11.543  (meters)      37.87   (feet)  ADJUSTED  
 PE1045  ___________________________________________________________________
 PE1045  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 PE1045  DYNAMIC HT  -          11.541 (meters)      37.86  (feet)  COMP
 PE1045  MODELED GRAV-     980,525.0   (mgal)                       NAVD 88
 PE1045
 PE1045  VERT ORDER  -  SECOND    CLASS 0
 PE1045
 PE1045.The horizontal coordinates were scaled from a topographic map and have
 PE1045.an estimated accuracy of +/- 6 seconds.
 PE1045
 PE1045.The orthometric height was determined by differential leveling
 PE1045.and adjusted by the National Geodetic Survey in June 1991..
 PE1045
 PE1045.The geoid height was determined by GEOID03.
 PE1045
 PE1045.The dynamic height is computed by dividing the NAVD 88
 PE1045.geopotential number by the normal gravity value computed on the
 PE1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1045.degrees latitude (g = 980.6199 gals.).
 PE1045
 PE1045.The modeled gravity was interpolated from observed gravity values.
 PE1045
 PE1045;                    North         East    Units  Estimated Accuracy
 PE1045;SPC ME E     -    48,060.      249,580.      MT  (+/- 180 meters Scaled)
 PE1045
 PE1045                          SUPERSEDED SURVEY CONTROL
 PE1045
 PE1045  NGVD 29 (??/??/92)   11.754  (m)           38.56   (f) ADJ UNCH    2 0
 PE1045
 PE1045.Superseded values are not recommended for survey control.
 PE1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1045.See file dsdata.txt to determine how the superseded data were derived.
 PE1045
 PE1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ896827(NAD 83)
 PE1045_MARKER: DB = BENCH MARK DISK
 PE1045_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE1045_SP_SET: PIER
 PE1045_STAMPING: G 152 1962
 PE1045_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE1045_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PE1045+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2006
 PE1045
 PE1045  HISTORY     - Date     Condition        Report By
 PE1045  HISTORY     - 1962     MONUMENTED       CGS
 PE1045  HISTORY     - 20011105 MARK NOT FOUND   USPSQD
 PE1045  HISTORY     - 20040824 GOOD             USPSQD
 PE1045  HISTORY     - 20060722 GOOD             USPSQD
 PE1045
 PE1045                          STATION DESCRIPTION
 PE1045
 PE1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PE1045'1.1 MI SW FROM ROCKLAND.
 PE1045'ABOUT 1.1 MILES SOUTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM
 PE1045'THE STATION AT ROCKLAND, SET VERTICALLY IN THE NORTHWEST CONCRETE
 PE1045'FACE OF THE NORTHEAST ONE OF FOUR CONCRETE PIERS SUPPORTING A
 PE1045'LARGE TANK OF THE ROLAND A. GENTHNEN CO., (PIERS ARE OVER 6 FEET
 PE1045'DEEP IN GROUND), 180 FEET SOUTHEAST OF THE CENTER LINE OF U.S.
 PE1045'HIGHWAY 1, 192 FEET NORTHEAST OF THE CENTER OF THE CROSSING OF
 PE1045'THE MAIN TRACK AND NEW COUNTY ROAD, 46 FEET NORTHWEST OF THE
 PE1045'NORTHWEST RAIL, 0.5 MILE NORTHEAST OF THE MAIN ENTRANCE TO THE
 PE1045'THOMASTON AIRPORT AND 3 FEET ABOVE THE LEVEL OF THE GROUND.
 PE1045
 PE1045                          STATION RECOVERY (2001)
 PE1045
 PE1045'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 PE1045'THE RAILROAD REFERENCED DOES NOT EXIST, SINCE 1984. THE GPS LAT/LON OF
 PE1045'THIS STATION IS THE ROCKLAND, ME. DEPT. OF PUBLIC WORKS GARAGE.
 PE1045
 PE1045                          STATION RECOVERY (2004)
 PE1045
 PE1045'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMW)
 PE1045'THE TANK IS GONE BUT THE FOUNDATIONS REMAIN. THEY ARE BEHIND AND TO
 PE1045'THE LEFT OF A COMMERCIAL BUILDING HOUSING A WELDING AND TOOL SUPPLY
 PE1045'BUSINESS. THERE IS A TALL WHITE OXYGEN TANK NEXT TO THE BUILDING ON
 PE1045'THE LEFT. WALK PAST THE TANK TO THE FOUNDATION WHICH IS CONCEALED BY A
 PE1045'GROUTH OF YOUNG TREES. A CHECK OF THE LAT. LO. WITH A GPS SHOWS THE
 PE1045'DATA TO BE CORRECT WITHIN THE ACCURACY OF THE UNIT.
 PE1045
 PE1045                          STATION RECOVERY (2006)
 PE1045
 PE1045'RECOVERY NOTE BY US POWER SQUADRON 2006 (AMW)
 PE1045'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1191 ***********************************************************************
 PE1191  DESIGNATION -  G 153
 PE1191  PID         -  PE1191
 PE1191  STATE/COUNTY-  ME/KENNEBEC
 PE1191  USGS QUAD   -  AUGUSTA (1991)
 PE1191
 PE1191                         *CURRENT SURVEY CONTROL
 PE1191  ___________________________________________________________________
 PE1191* NAD 83(1986)-  44 17 03.     (N)    069 47 29.     (W)     SCALED    
 PE1191* NAVD 88     -        12.155  (meters)      39.88   (feet)  ADJUSTED  
 PE1191  ___________________________________________________________________
 PE1191  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 PE1191  DYNAMIC HT  -          12.154 (meters)      39.88  (feet)  COMP
 PE1191  MODELED GRAV-     980,522.3   (mgal)                       NAVD 88
 PE1191
 PE1191  VERT ORDER  -  SECOND    CLASS 0
 PE1191
 PE1191.The horizontal coordinates were scaled from a topographic map and have
 PE1191.an estimated accuracy of +/- 6 seconds.
 PE1191
 PE1191.The orthometric height was determined by differential leveling
 PE1191.and adjusted by the National Geodetic Survey in June 1991..
 PE1191
 PE1191.The geoid height was determined by GEOID03.
 PE1191
 PE1191.The dynamic height is computed by dividing the NAVD 88
 PE1191.geopotential number by the normal gravity value computed on the
 PE1191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1191.degrees latitude (g = 980.6199 gals.).
 PE1191
 PE1191.The modeled gravity was interpolated from observed gravity values.
 PE1191
 PE1191;                    North         East    Units  Estimated Accuracy
 PE1191;SPC ME W     -   161,260.      929,960.      MT  (+/- 180 meters Scaled)
 PE1191
 PE1191                          SUPERSEDED SURVEY CONTROL
 PE1191
 PE1191  NGVD 29 (??/??/92)   12.364  (m)           40.56   (f) ADJ UNCH    2 0
 PE1191
 PE1191.Superseded values are not recommended for survey control.
 PE1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1191.See file dsdata.txt to determine how the superseded data were derived.
 PE1191
 PE1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK368037(NAD 83)
 PE1191_MARKER: DB = BENCH MARK DISK
 PE1191_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE1191_SP_SET: BUILDING
 PE1191_STAMPING: G 153 1962
 PE1191_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE1191
 PE1191  HISTORY     - Date     Condition        Report By
 PE1191  HISTORY     - 1962     MONUMENTED       CGS
 PE1191  HISTORY     - 1989     GOOD             USPSQD
 PE1191  HISTORY     - 19910409 GOOD             USPSQD
 PE1191  HISTORY     - 20021015 GOOD             USPSQD
 PE1191  HISTORY     - 20060210 GOOD             USPSQD
 PE1191
 PE1191                          STATION DESCRIPTION
 PE1191
 PE1191'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PE1191'AT HALLOWELL.
 PE1191'AT HALLOWELL, ALONG SECOND STREET, BETWEEN UNION AND ACADEMY
 PE1191'STREET, SET VERTICALLY IN THE NORTHWEST BRICK FACE AND NEAR THE
 PE1191'WEST CORNER OF THE HALLOWELL FIRE DEPT. BUILDING, 2 FEET
 PE1191'NORTHEAST OF THE WEST CORNER OF THE BUILDING, 31.5 FEET SOUTHEAST
 PE1191'OF THE CENTER LINE OF SECOND STREET, AND 2 FEET ABOVE THE LEVEL
 PE1191'OF THE GROUND.
 PE1191
 PE1191                          STATION RECOVERY (1989)
 PE1191
 PE1191'RECOVERY NOTE BY US POWER SQUADRON 1989 (RS)
 PE1191'RECOVERED IN GOOD CONDITION.
 PE1191
 PE1191                          STATION RECOVERY (1991)
 PE1191
 PE1191'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 PE1191'RECOVERED IN GOOD CONDITION.
 PE1191
 PE1191                          STATION RECOVERY (2002)
 PE1191
 PE1191'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMW)
 PE1191'RECOVERED IN GOOD CONDITION.
 PE1191
 PE1191                          STATION RECOVERY (2006)
 PE1191
 PE1191'RECOVERY NOTE BY US POWER SQUADRON 2006 (AMW)
 PE1191'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0105 ***********************************************************************
 OB0105  DESIGNATION -  G 154
 OB0105  PID         -  OB0105
 OB0105  STATE/COUNTY-  ME/LINCOLN
 OB0105  USGS QUAD   -  BOOTHBAY HARBOR (1997)
 OB0105
 OB0105                         *CURRENT SURVEY CONTROL
 OB0105  ___________________________________________________________________
 OB0105* NAD 83(1986)-  43 52 24.     (N)    069 38 58.     (W)     SCALED    
 OB0105* NAVD 88     -        19.873  (meters)      65.20   (feet)  ADJUSTED  
 OB0105  ___________________________________________________________________
 OB0105  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 OB0105  DYNAMIC HT  -          19.871 (meters)      65.19  (feet)  COMP
 OB0105  MODELED GRAV-     980,526.0   (mgal)                       NAVD 88
 OB0105
 OB0105  VERT ORDER  -  SECOND    CLASS 0
 OB0105
 OB0105.The horizontal coordinates were scaled from a topographic map and have
 OB0105.an estimated accuracy of +/- 6 seconds.
 OB0105
 OB0105.The orthometric height was determined by differential leveling
 OB0105.and adjusted by the National Geodetic Survey in June 1991..
 OB0105
 OB0105.The geoid height was determined by GEOID03.
 OB0105
 OB0105.The dynamic height is computed by dividing the NAVD 88
 OB0105.geopotential number by the normal gravity value computed on the
 OB0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0105.degrees latitude (g = 980.6199 gals.).
 OB0105
 OB0105.The modeled gravity was interpolated from observed gravity values.
 OB0105
 OB0105;                    North         East    Units  Estimated Accuracy
 OB0105;SPC ME W     -   115,670.      941,570.      MT  (+/- 180 meters Scaled)
 OB0105
 OB0105                          SUPERSEDED SURVEY CONTROL
 OB0105
 OB0105  NGVD 29 (??/??/92)   20.088  (m)           65.91   (f) ADJ UNCH    2 0
 OB0105
 OB0105.Superseded values are not recommended for survey control.
 OB0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0105.See file dsdata.txt to determine how the superseded data were derived.
 OB0105
 OB0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ478580(NAD 83)
 OB0105_MARKER: DB = BENCH MARK DISK
 OB0105_SETTING: 66 = SET IN ROCK OUTCROP
 OB0105_SP_SET: OUTCROP
 OB0105_STAMPING: G 154 1963
 OB0105_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0105+STABILITY: POSITION/ELEVATION WELL
 OB0105
 OB0105  HISTORY     - Date     Condition        Report By
 OB0105  HISTORY     - 1963     MONUMENTED       CGS
 OB0105  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 OB0105  HISTORY     - 19910322 MARK NOT FOUND   USPSQD
 OB0105  HISTORY     - 20041123 MARK NOT FOUND   USPSQD
 OB0105
 OB0105                          STATION DESCRIPTION
 OB0105
 OB0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OB0105'1.0 MI NW FROM BOOTHBAY.
 OB0105'ABOUT 1.0 MILE NORTHWEST ALONG A BLACK TOP ROAD LEADING TO BARTER
 OB0105'ISLAND FROM THE BOOTHBAY GRAMMAR SCHOOL AT BOOTHBAY, NEAR THE JUNCTION
 OB0105'OF NOWELL ROAD LEADING SOUTHWEST, SET ON THE TOP OF A 6-BY-3-FOOT
 OB0105'OUTCROP PROJECTING 2 FEET ABOVE THE LEVEL OF THE GROUND, 153.0 FEET
 OB0105'SOUTHWEST OF THE CENTER LINE OF THE BLACK TOP ROAD, 15.0 FEET
 OB0105'SOUTHEAST OF THE CENTER LINE OF NOWELL ROAD, 12 1/2 FEET SOUTH OF
 OB0105'POWER LINE POLE NO. 118, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
 OB0105
 OB0105                          STATION RECOVERY (1990)
 OB0105
 OB0105'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMW)
 OB0105'MARK NOT FOUND.
 OB0105
 OB0105                          STATION RECOVERY (1991)
 OB0105
 OB0105'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OB0105'MARK NOT FOUND.
 OB0105
 OB0105                          STATION RECOVERY (2004)
 OB0105
 OB0105'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMW)
 OB0105'FROM THE CIVIL WAR MONUMENT IN THE TOWN OF BOOTHBAY TRAVEL WEST 0.3
 OB0105'MILES TO BARTERS ISLAND RD. ON THE RIGHT. GO 0.5 MILE TO SPROUL RD. ON
 OB0105'LEFT. GO 0.1 MILE TO GAECKLIN RD. FORMALLY NOWELL RD.,UNPAVED, ON
 OB0105'LEFT. THE DESCRIPTION FOR NOWELL RD. IS CORRECT. THE DISC HAS BEEN
 OB0105'SEVERED FROM ITS BASE AND HAD TO BE LOCATED WITH A METAL DETECTOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0012 ***********************************************************************
 OB0012  DESIGNATION -  G 155
 OB0012  PID         -  OB0012
 OB0012  STATE/COUNTY-  ME/LINCOLN
 OB0012  USGS QUAD   -  LOUDS ISLAND (1979)
 OB0012
 OB0012                         *CURRENT SURVEY CONTROL
 OB0012  ___________________________________________________________________
 OB0012* NAD 83(1986)-  43 56 10.     (N)    069 28 06.     (W)     SCALED    
 OB0012* NAVD 88     -        22.473  (meters)      73.73   (feet)  ADJUSTED  
 OB0012  ___________________________________________________________________
 OB0012  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 OB0012  DYNAMIC HT  -          22.471 (meters)      73.72  (feet)  COMP
 OB0012  MODELED GRAV-     980,524.3   (mgal)                       NAVD 88
 OB0012
 OB0012  VERT ORDER  -  SECOND    CLASS 0
 OB0012
 OB0012.The horizontal coordinates were scaled from a topographic map and have
 OB0012.an estimated accuracy of +/- 6 seconds.
 OB0012
 OB0012.The orthometric height was determined by differential leveling
 OB0012.and adjusted by the National Geodetic Survey in June 1991..
 OB0012
 OB0012.The geoid height was determined by GEOID03.
 OB0012
 OB0012.The dynamic height is computed by dividing the NAVD 88
 OB0012.geopotential number by the normal gravity value computed on the
 OB0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0012.degrees latitude (g = 980.6199 gals.).
 OB0012
 OB0012.The modeled gravity was interpolated from observed gravity values.
 OB0012
 OB0012;                    North         East    Units  Estimated Accuracy
 OB0012;SPC ME W     -   122,750.      956,070.      MT  (+/- 180 meters Scaled)
 OB0012
 OB0012                          SUPERSEDED SURVEY CONTROL
 OB0012
 OB0012  NGVD 29 (??/??/92)   22.682  (m)           74.42   (f) ADJ UNCH    2 0
 OB0012
 OB0012.Superseded values are not recommended for survey control.
 OB0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0012.See file dsdata.txt to determine how the superseded data were derived.
 OB0012
 OB0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ624648(NAD 83)
 OB0012_MARKER: DB = BENCH MARK DISK
 OB0012_SETTING: 80 = SET IN A BOULDER
 OB0012_SP_SET: BOULDER
 OB0012_STAMPING: G 155 1963
 OB0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OB0012+STABILITY: SURFACE MOTION
 OB0012_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OB0012+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2002
 OB0012
 OB0012  HISTORY     - Date     Condition        Report By
 OB0012  HISTORY     - 1963     MONUMENTED       CGS
 OB0012  HISTORY     - 19910504 GOOD             USPSQD
 OB0012  HISTORY     - 20020726 GOOD             USPSQD
 OB0012
 OB0012                          STATION DESCRIPTION
 OB0012
 OB0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OB0012'0.9 MI SW FROM ROUND POND.
 OB0012'ABOUT 0.9 MILE SOUTHWEST ALONG STATE HIGHWAY 32 FROM THE METHODIST
 OB0012'CHURCH AT ROUND POND, 0.35 MILE SOUTHWEST OF THE JUNCTION OF A BLACK
 OB0012'TOP ROAD LEADING SOUTHEAST TO MOXIE COVE, SET ON THE TOP OF A
 OB0012'3-BY-3-FOOT BURIED BOULDER PROJECTING 1 FOOT ABOVE THE LEVEL OF THE
 OB0012'GROUND, NEAR THE JUNCTION OF A BLACK TOP ROAD LEADING WESTERLY, 23 1/2
 OB0012'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 29 FEET SOUTH OF THE
 OB0012'CENTER OF THE JUNCTION OF HIGHWAY AND ROAD LEADING WESTERLY, 9 FEET
 OB0012'NORTHWEST OF A FLAG-POLE, 37 1/2 FEET NORTH OF POWER LINE POLE NO. 1
 OB0012'144, 27.5 FEET NORTHEAST OF THE NORTHEAST END OF A CONCRETE BASE FOR A
 OB0012'GAS PUMP AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 OB0012
 OB0012                          STATION RECOVERY (1991)
 OB0012
 OB0012'RECOVERY NOTE BY US POWER SQUADRON 1991 (SS)
 OB0012'RECOVERED IN GOOD CONDITION.
 OB0012
 OB0012                          STATION RECOVERY (2002)
 OB0012
 OB0012'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMW)
 OB0012'THE FLAG POLE AND CONCRETE BASE ARE GONE. THE MARK IS JUST S OF A LOW
 OB0012'ROCK WALL AND 10 FEET N OF A SPLIT TRUNK PINE TREE. ABOUT 42 FEET NE
 OB0012'OF POLE 144.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0184 ***********************************************************************
 OB0184  DESIGNATION -  G 156
 OB0184  PID         -  OB0184
 OB0184  STATE/COUNTY-  ME/LINCOLN
 OB0184  USGS QUAD   -  WESTPORT (1970)
 OB0184
 OB0184                         *CURRENT SURVEY CONTROL
 OB0184  ___________________________________________________________________
 OB0184* NAD 83(1986)-  43 58 25.     (N)    069 41 37.     (W)     SCALED    
 OB0184* NAVD 88     -        14.901  (meters)      48.89   (feet)  ADJUSTED  
 OB0184  ___________________________________________________________________
 OB0184  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 OB0184  DYNAMIC HT  -          14.899 (meters)      48.88  (feet)  COMP
 OB0184  MODELED GRAV-     980,522.0   (mgal)                       NAVD 88
 OB0184
 OB0184  VERT ORDER  -  SECOND    CLASS 0
 OB0184
 OB0184.The horizontal coordinates were scaled from a topographic map and have
 OB0184.an estimated accuracy of +/- 6 seconds.
 OB0184
 OB0184.The orthometric height was determined by differential leveling
 OB0184.and adjusted by the National Geodetic Survey in June 1991..
 OB0184
 OB0184.The geoid height was determined by GEOID03.
 OB0184
 OB0184.The dynamic height is computed by dividing the NAVD 88
 OB0184.geopotential number by the normal gravity value computed on the
 OB0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0184.degrees latitude (g = 980.6199 gals.).
 OB0184
 OB0184.The modeled gravity was interpolated from observed gravity values.
 OB0184
 OB0184;                    North         East    Units  Estimated Accuracy
 OB0184;SPC ME W     -   126,790.      937,960.      MT  (+/- 180 meters Scaled)
 OB0184
 OB0184                          SUPERSEDED SURVEY CONTROL
 OB0184
 OB0184  NGVD 29 (??/??/92)   15.112  (m)           49.58   (f) ADJ UNCH    2 0
 OB0184
 OB0184.Superseded values are not recommended for survey control.
 OB0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0184.See file dsdata.txt to determine how the superseded data were derived.
 OB0184
 OB0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ443691(NAD 83)
 OB0184_MARKER: DB = BENCH MARK DISK
 OB0184_SETTING: 66 = SET IN ROCK OUTCROP
 OB0184_SP_SET: OUTCROP
 OB0184_STAMPING: G 156 1963
 OB0184_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0184+STABILITY: POSITION/ELEVATION WELL
 OB0184
 OB0184  HISTORY     - Date     Condition        Report By
 OB0184  HISTORY     - 1963     MONUMENTED       CGS
 OB0184
 OB0184                          STATION DESCRIPTION
 OB0184
 OB0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OB0184'2.9 MI SW FROM WISCASSET.
 OB0184'ABOUT 2.9 MILES SOUTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 OB0184'STATION AT WISCASSET, ABOUT 0.8 MILE NORTHEAST OF THE CROSSING OF
 OB0184'STATE HIGHWAY 144 AT MONTSWEAG SIDING, NEAR THE CROSSING OF A DIM FARM
 OB0184'ROAD, SET ON THE TOP OF A 6-BY-6-FOOT OUTCROP, 12 RAILS EAST OF A
 OB0184'LARGE PIPE CULVERT UNDER TRACK FOR SMALL STREAM, 19.8 FEET SOUTH OF
 OB0184'THE SOUTH RAIL, 2 1/2 RAILS WEST OF THE DIM FARM ROAD CROSSING, 78
 OB0184'FEET WEST OF THE 1ST TELEPHONE POLE WEST OF THE ROAD CROSSING AND
 OB0184'ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0335 ***********************************************************************
 OC0335  DESIGNATION -  G 157
 OC0335  PID         -  OC0335
 OC0335  STATE/COUNTY-  ME/YORK
 OC0335  USGS QUAD   -  DOVER EAST (1988)
 OC0335
 OC0335                         *CURRENT SURVEY CONTROL
 OC0335  ___________________________________________________________________
 OC0335* NAD 83(1986)-  43 13 38.     (N)    070 48 40.     (W)     SCALED    
 OC0335* NAVD 88     -         9.644  (meters)      31.64   (feet)  ADJUSTED  
 OC0335  ___________________________________________________________________
 OC0335  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 OC0335  DYNAMIC HT  -           9.643 (meters)      31.64  (feet)  COMP
 OC0335  MODELED GRAV-     980,447.4   (mgal)                       NAVD 88
 OC0335
 OC0335  VERT ORDER  -  FIRST     CLASS I
 OC0335
 OC0335.The horizontal coordinates were scaled from a topographic map and have
 OC0335.an estimated accuracy of +/- 6 seconds.
 OC0335
 OC0335.The orthometric height was determined by differential leveling
 OC0335.and adjusted by the National Geodetic Survey in June 1991..
 OC0335
 OC0335.The geoid height was determined by GEOID03.
 OC0335
 OC0335.The dynamic height is computed by dividing the NAVD 88
 OC0335.geopotential number by the normal gravity value computed on the
 OC0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0335.degrees latitude (g = 980.6199 gals.).
 OC0335
 OC0335.The modeled gravity was interpolated from observed gravity values.
 OC0335
 OC0335;                    North         East    Units  Estimated Accuracy
 OC0335;SPC ME W     -    43,960.      847,650.      MT  (+/- 180 meters Scaled)
 OC0335
 OC0335                          SUPERSEDED SURVEY CONTROL
 OC0335
 OC0335  NGVD 29 (??/??/92)    9.868  (m)           32.38   (f) ADJ UNCH    1 1
 OC0335
 OC0335.Superseded values are not recommended for survey control.
 OC0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0335.See file dsdata.txt to determine how the superseded data were derived.
 OC0335
 OC0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH529876(NAD 83)
 OC0335_MARKER: DB = BENCH MARK DISK
 OC0335_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC0335_SP_SET: ABUTMENT
 OC0335_STAMPING: G 157 1966
 OC0335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC0335
 OC0335  HISTORY     - Date     Condition        Report By
 OC0335  HISTORY     - 1966     MONUMENTED       CGS
 OC0335  HISTORY     - 1978     MARK NOT FOUND   DOD
 OC0335  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 OC0335
 OC0335                          STATION DESCRIPTION
 OC0335
 OC0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OC0335'AT SOUTH BERWICK.
 OC0335'AT SOUTH BERWICK, ABOUT 0.4 MILE SOUTHWEST ALONG STATE HIGHWAY
 OC0335'4 FROM THE SOUTH BERWICK CENTRAL SCHOOL, NEAR THE JUNCTION
 OC0335'OF MAIN AND LIBERTY STREETS, AT THE NORTHEAST END OF THE HIGHWAY
 OC0335'BRIDGE OVER THE SALMON FALLS RIVER, IN THE TOP OF THE SOUTHEAST
 OC0335'END OF THE NORTHEAST STONE ABUTMENT FOR THE BRIDGE, 12.5 FEET
 OC0335'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1.5 FEET NORTHEAST
 OC0335'OF THE NORTHEAST END OF THE SOUTHEAST METAL GUARD RAIL, AND ABOUT
 OC0335'LEVEL WITH THE HIGHWAY.
 OC0335
 OC0335                          STATION RECOVERY (1978)
 OC0335
 OC0335'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 OC0335'MARK NOT FOUND.
 OC0335
 OC0335                          STATION RECOVERY (1988)
 OC0335
 OC0335'RECOVERY NOTE BY US POWER SQUADRON 1988 (RSR)
 OC0335'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0687 ***********************************************************************
 PE0687  DESIGNATION -  G 158
 PE0687  PID         -  PE0687
 PE0687  STATE/COUNTY-  ME/SOMERSET
 PE0687  USGS QUAD   -  BURNHAM (1982)
 PE0687
 PE0687                         *CURRENT SURVEY CONTROL
 PE0687  ___________________________________________________________________
 PE0687* NAD 83(1986)-  44 44 19.     (N)    069 25 00.     (W)     SCALED    
 PE0687* NAVD 88     -        85.180  (meters)     279.46   (feet)  ADJUSTED  
 PE0687  ___________________________________________________________________
 PE0687  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 PE0687  DYNAMIC HT  -          85.176 (meters)     279.45  (feet)  COMP
 PE0687  MODELED GRAV-     980,569.0   (mgal)                       NAVD 88
 PE0687
 PE0687  VERT ORDER  -  FIRST     CLASS I
 PE0687
 PE0687.The horizontal coordinates were scaled from a topographic map and have
 PE0687.an estimated accuracy of +/- 6 seconds.
 PE0687
 PE0687.The orthometric height was determined by differential leveling
 PE0687.and adjusted by the National Geodetic Survey in June 1991..
 PE0687
 PE0687.The geoid height was determined by GEOID03.
 PE0687
 PE0687.The dynamic height is computed by dividing the NAVD 88
 PE0687.geopotential number by the normal gravity value computed on the
 PE0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0687.degrees latitude (g = 980.6199 gals.).
 PE0687
 PE0687.The modeled gravity was interpolated from observed gravity values.
 PE0687
 PE0687;                    North         East    Units  Estimated Accuracy
 PE0687;SPC ME W     -   211,960.      959,400.      MT  (+/- 180 meters Scaled)
 PE0687
 PE0687                          SUPERSEDED SURVEY CONTROL
 PE0687
 PE0687  NGVD 29 (??/??/92)   85.389  (m)          280.15   (f) ADJ UNCH    1 1
 PE0687
 PE0687.Superseded values are not recommended for survey control.
 PE0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0687.See file dsdata.txt to determine how the superseded data were derived.
 PE0687
 PE0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK670539(NAD 83)
 PE0687_MARKER: DB = BENCH MARK DISK
 PE0687_SETTING: 66 = SET IN ROCK OUTCROP
 PE0687_SP_SET: UNSPECIFIED ROCK
 PE0687_STAMPING: G 158 1966
 PE0687_MARK LOGO: CGS   
 PE0687_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE0687_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0687
 PE0687  HISTORY     - Date     Condition        Report By
 PE0687  HISTORY     - 1966     MONUMENTED       CGS
 PE0687  HISTORY     - 1978     MARK NOT FOUND   DOD
 PE0687  HISTORY     - 19820524 GOOD             NGS
 PE0687  HISTORY     - 1984     GOOD             USPSQD
 PE0687
 PE0687                          STATION DESCRIPTION
 PE0687
 PE0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE0687'3.5 MI N FROM BURNHAM.
 PE0687'3.3 MILES NORTH ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE0687'STATION AT BURNHAM, THENCE ABOUT 0.2 MILE SOUTHEAST ALONG A
 PE0687'NARROW GRAVELED ROAD, IN A LARGE FIELD, ON THE INSIDE OF A CURVE
 PE0687'WITH TANGENTS EXTENDING EAST AND NORTHWEST, IN THE TOP OF A ROCK
 PE0687'THAT THE EXPOSED PORTION IS ABOUT 1-BY-1 1/2-FOOT AND IS ABOUT
 PE0687'FLUSH WITH THE GROUND, 113 FEET WEST OF A LONE 12-INCH MAPLE
 PE0687'TREE, 27.7 FEET NORTH OF AND ACROSS THE ROAD FROM TRIANGULATION
 PE0687'STATION CARR DESCRIBED, 12 1/2 FEET NORTH OF THE CENTER LINE OF
 PE0687'THE ROAD, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
 PE0687'NOTE-- MARK CAN SERVE AS REFERENCE MARK FOR STATION CARR,
 PE0687'DESCRIBED.
 PE0687
 PE0687                          STATION RECOVERY (1978)
 PE0687
 PE0687'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE0687'MARK NOT FOUND.
 PE0687
 PE0687                          STATION RECOVERY (1982)
 PE0687
 PE0687'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 PE0687'BENCH MARK NO G 158 IS A STANDARD NGS DISK STAMPED--G 158 1966--, SET
 PE0687'INTO ROCK OUTCROP 1.0 FT (0.3 M) LARGEST DIMENSION LOCATED 27.5 FT
 PE0687'(8.4 M) NE FROM THE METAL WITNESS POST, 13.5 FT (4.1 M) NNE FROM THE
 PE0687'CENTER OF THE FIELD ROAD, AND 1.0 FT (0.3 M) LOWER THAN THE STATION.
 PE0687
 PE0687                          STATION RECOVERY (1984)
 PE0687
 PE0687'RECOVERY NOTE BY US POWER SQUADRON 1984
 PE0687'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2817 ***********************************************************************
 OC2817  DESIGNATION -  G 16 RESET
 OC2817  PID         -  OC2817
 OC2817  STATE/COUNTY-  ME/OXFORD
 OC2817  USGS QUAD   -  HIRAM (1964)
 OC2817
 OC2817                         *CURRENT SURVEY CONTROL
 OC2817  ___________________________________________________________________
 OC2817* NAD 83(1986)-  43 52 42.     (N)    070 48 16.     (W)     SCALED    
 OC2817* NAVD 88     -       112.91   (meters)     370.4    (feet)  RESET     
 OC2817  ___________________________________________________________________
 OC2817  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 OC2817
 OC2817  VERT ORDER  -  THIRD
 OC2817
 OC2817.The horizontal coordinates were scaled from a topographic map and have
 OC2817.an estimated accuracy of +/- 6 seconds.
 OC2817
 OC2817.The orthometric height was computed from unverified reset data.
 OC2817.No vertical observational check was made to the station.
 OC2817
 OC2817.The geoid height was determined by GEOID03.
 OC2817
 OC2817;                    North         East    Units  Estimated Accuracy
 OC2817;SPC ME W     -   116,290.      848,740.      MT  (+/- 180 meters Scaled)
 OC2817
 OC2817                          SUPERSEDED SURVEY CONTROL
 OC2817
 OC2817  NGVD 29 (01/19/06)  113.06   (m)          370.9    (f) RESET       3  
 OC2817
 OC2817.Superseded values are not recommended for survey control.
 OC2817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2817.See file dsdata.txt to determine how the superseded data were derived.
 OC2817
 OC2817_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ550599(NAD 83)
 OC2817_MARKER: DD = SURVEY DISK
 OC2817_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 OC2817_SP_SET: BRIDGE WINGWALL
 OC2817_MARK LOGO: MEDT  
 OC2817_MAGNETIC: N = NO MAGNETIC MATERIAL
 OC2817_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC2817_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OC2817+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2004
 OC2817
 OC2817  HISTORY     - Date     Condition        Report By
 OC2817  HISTORY     - 1991     MONUMENTED       MEDT
 OC2817  HISTORY     - 20040319 GOOD             GEOCAC
 OC2817  HISTORY     - 20060312 POOR             GEOCAC
 OC2817
 OC2817                          STATION DESCRIPTION
 OC2817
 OC2817'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1991
 OC2817'IN HIRAM, IN THE SOUTH END OF THE ROUTE 25 BRIDGE SET IN THE TOP OF
 OC2817'THE WINGWALL OF THE WEST ABUTMENT.  NOTE--NO STAMPING ON DISK.
 OC2817
 OC2817                          STATION RECOVERY (2004)
 OC2817
 OC2817'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 OC2817'DESCRIPTION IS CLOSE ENOUGH TO FIND BUT CO-ORDINATES ARE VERY WRONG.
 OC2817'LOCATED AT
 OC2817'43 DEGREES 52.724 N
 OC2817'070 DEGREES 48.283 W
 OC2817'GOOD CONDITION OTHERWISE.
 OC2817
 OC2817                          STATION RECOVERY (2006)
 OC2817
 OC2817'RECOVERY NOTE BY GEOCACHING 2006 (JKS)
 OC2817'THE DISK IS IN GOOD CONDITION BUT THE ABUTTMENT IT IS MONUMENTED ON
 OC2817'WAS STRUCK AND DAMAGED BY TRACTOR-TRAILERS, ONCE IN JULY 2005 AND
 OC2817'AGAIN IN OCTOBER 2005. THE ABUTTMENT APPEARS TO HAVE MOVED AND
 OC2817'CONCRETE PATCHING OF THE BRIDGE AND ABUTTMENT CAN BE SEEN. A NEW
 OC2817'SURVEY TO CHECK FOR MOVEMENT OF THE MARK IS PROBABLY REQUIRED.
 OC2817'SUBMITTED BY J.K. SNYDER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0293 ***********************************************************************
 PD0293  DESIGNATION -  G 160
 PD0293  PID         -  PD0293
 PD0293  STATE/COUNTY-  ME/WASHINGTON
 PD0293  USGS QUAD   -  HARRINGTON (1975)
 PD0293
 PD0293                         *CURRENT SURVEY CONTROL
 PD0293  ___________________________________________________________________
 PD0293* NAD 83(1986)-  44 37 11.     (N)    067 50 43.     (W)     SCALED    
 PD0293* NAVD 88     -        30.174  (meters)      99.00   (feet)  ADJUSTED  
 PD0293  ___________________________________________________________________
 PD0293  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 PD0293  DYNAMIC HT  -          30.173 (meters)      98.99  (feet)  COMP
 PD0293  MODELED GRAV-     980,583.4   (mgal)                       NAVD 88
 PD0293  OBS GRAVITY -     980,584.9   (mgal)                       GRAV_OBS
 PD0293
 PD0293  VERT ORDER  -  FIRST     CLASS I
 PD0293
 PD0293.The horizontal coordinates were scaled from a topographic map and have
 PD0293.an estimated accuracy of +/- 6 seconds.
 PD0293
 PD0293.The orthometric height was determined by differential leveling
 PD0293.and adjusted by the National Geodetic Survey in June 1991..
 PD0293
 PD0293.The geoid height was determined by GEOID03.
 PD0293
 PD0293.The dynamic height is computed by dividing the NAVD 88
 PD0293.geopotential number by the normal gravity value computed on the
 PD0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0293.degrees latitude (g = 980.6199 gals.).
 PD0293
 PD0293.The modeled gravity was interpolated from observed gravity values.
 PD0293.The observed gravity was obtained from relative gravimeter ties
 PD0293.to the IGSN71 gravity network.
 PD0293
 PD0293;                    North         East    Units  Estimated Accuracy
 PD0293;SPC ME E     -   106,100.      351,960.      MT  (+/- 180 meters Scaled)
 PD0293
 PD0293                          SUPERSEDED SURVEY CONTROL
 PD0293
 PD0293  NGVD 29 (??/??/92)   30.378  (m)           99.67   (f) ADJ UNCH    1 1
 PD0293
 PD0293.Superseded values are not recommended for survey control.
 PD0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0293.See file dsdata.txt to determine how the superseded data were derived.
 PD0293
 PD0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK916413(NAD 83)
 PD0293_MARKER: DB = BENCH MARK DISK
 PD0293_SETTING: 66 = SET IN ROCK OUTCROP
 PD0293_SP_SET: ROCK LEDGE
 PD0293_STAMPING: G 160 1966
 PD0293_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0293+STABILITY: POSITION/ELEVATION WELL
 PD0293
 PD0293  HISTORY     - Date     Condition        Report By
 PD0293  HISTORY     - 1966     MONUMENTED       CGS
 PD0293  HISTORY     - 1978     GOOD             DMA
 PD0293  HISTORY     - 1978     MARK NOT FOUND   USGS
 PD0293
 PD0293                          STATION DESCRIPTION
 PD0293
 PD0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PD0293'1.4 MI W FROM HARRINGTON.
 PD0293'1.4 MILES WEST ALONG THE MAINE CENTRAL RAILROAD FROM THE STATION
 PD0293'AT HARRINGTON, ABOUT 0.3 MILE EAST OF A BLACK TOPPED ROAD
 PD0293'CROSSING AT DORMAN, ABOUT 0.3 MILE WEST OF MILEPOST P202/C68,
 PD0293'ABOUT 10 1/2 RAILS WEST OF A GRAVELED ROAD CROSSING, IN THE TOP
 PD0293'OF A ROCK LEDGE THAT IS ABOUT 5 FEET LONG BY 1 1/2 FEET HIGH AND
 PD0293'PART OF A 6 FEET HIGH CUT, 13.9 FEET NORTH OF THE NORTH RAIL, 1.2
 PD0293'FEET NORTHEAST OF THE SOUTHWEST EDGE OF THE ROCK, AND ABOUT 1
 PD0293'FOOT ABOVE THE LEVEL OF THE TRACK.
 PD0293
 PD0293                          STATION RECOVERY (1978)
 PD0293
 PD0293'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PD0293'9 AND HALF RAILS WEST OF A GRAVELED ROAD CROSSING.
 PD0293
 PD0293                          STATION RECOVERY (1978)
 PD0293
 PD0293'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 PD0293'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0378 ***********************************************************************
 OC0378  DESIGNATION -  G 161
 OC0378  PID         -  OC0378
 OC0378  STATE/COUNTY-  ME/YORK
 OC0378  USGS QUAD   -  KENNEBUNK (1983)
 OC0378
 OC0378                         *CURRENT SURVEY CONTROL
 OC0378  ___________________________________________________________________
 OC0378* NAD 83(1986)-  43 23 07.     (N)    070 32 29.     (W)     SCALED    
 OC0378* NAVD 88     -        13.950  (meters)      45.77   (feet)  ADJUSTED  
 OC0378  ___________________________________________________________________
 OC0378  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 OC0378  DYNAMIC HT  -          13.948 (meters)      45.76  (feet)  COMP
 OC0378  MODELED GRAV-     980,473.5   (mgal)                       NAVD 88
 OC0378
 OC0378  VERT ORDER  -  FIRST     CLASS I
 OC0378
 OC0378.The horizontal coordinates were scaled from a topographic map and have
 OC0378.an estimated accuracy of +/- 6 seconds.
 OC0378
 OC0378.The orthometric height was determined by differential leveling
 OC0378.and adjusted by the National Geodetic Survey in June 1991..
 OC0378
 OC0378.The geoid height was determined by GEOID03.
 OC0378
 OC0378.The dynamic height is computed by dividing the NAVD 88
 OC0378.geopotential number by the normal gravity value computed on the
 OC0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0378.degrees latitude (g = 980.6199 gals.).
 OC0378
 OC0378.The modeled gravity was interpolated from observed gravity values.
 OC0378
 OC0378;                    North         East    Units  Estimated Accuracy
 OC0378;SPC ME W     -    61,380.      869,640.      MT  (+/- 180 meters Scaled)
 OC0378
 OC0378                          SUPERSEDED SURVEY CONTROL
 OC0378
 OC0378  NGVD 29 (??/??/92)   14.174  (m)           46.50   (f) ADJ UNCH    1 1
 OC0378
 OC0378.Superseded values are not recommended for survey control.
 OC0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0378.See file dsdata.txt to determine how the superseded data were derived.
 OC0378
 OC0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ751047(NAD 83)
 OC0378_MARKER: DB = BENCH MARK DISK
 OC0378_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OC0378_SP_SET: RETAINING WALL
 OC0378_STAMPING: G 161 1966
 OC0378_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC0378
 OC0378  HISTORY     - Date     Condition        Report By
 OC0378  HISTORY     - 1966     MONUMENTED       CGS
 OC0378  HISTORY     - 1978     GOOD             DOD
 OC0378  HISTORY     - 1988     GOOD             USPSQD
 OC0378
 OC0378                          STATION DESCRIPTION
 OC0378
 OC0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OC0378'AT KENNEBUNK.
 OC0378'AT KENNEBUNK, ABOUT 0.4 MILE SOUTHWEST ALONG U.S. HIGHWAY 1 FROM
 OC0378'THE POST OFFICE AT KENNEBUNK, IN THE TOP OF THE SOUTHWEST
 OC0378'RETAINING WALL FOR A SPILLWAY IN THE MOUSAM RIVER, 28 FEET
 OC0378'NORTHWEST OF THE NORTHWEST CURB OF U.S. HIGHWAY 1 BRIDGE OVER
 OC0378'THE RIVER, 22.0 FEET NORTH OF THE SOUTHWEST END OF THE NORTHWEST
 OC0378'CONCRETE BANISTER OF THE BRIDGE, 3.7 FEET NORTHWEST OF THE
 OC0378'SOUTHEAST END OF THE NORTHWEST-SOUTHEAST RETAINING WALL, AND
 OC0378'ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 OC0378
 OC0378                          STATION RECOVERY (1978)
 OC0378
 OC0378'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 OC0378'RECOVERED IN GOOD CONDITION.
 OC0378
 OC0378                          STATION RECOVERY (1988)
 OC0378
 OC0378'RECOVERY NOTE BY US POWER SQUADRON 1988 (RSR)
 OC0378'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0080 ***********************************************************************
 OC0080  DESIGNATION -  G 162
 OC0080  PID         -  OC0080
 OC0080  STATE/COUNTY-  ME/CUMBERLAND
 OC0080  USGS QUAD   -  PROUTS NECK (1978)
 OC0080
 OC0080                         *CURRENT SURVEY CONTROL
 OC0080  ___________________________________________________________________
 OC0080* NAD 83(1986)-  43 33 48.     (N)    070 22 18.     (W)     SCALED    
 OC0080* NAVD 88     -         2.500  (meters)       8.20   (feet)  ADJUSTED  
 OC0080  ___________________________________________________________________
 OC0080  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 OC0080  DYNAMIC HT  -           2.500 (meters)       8.20  (feet)  COMP
 OC0080  MODELED GRAV-     980,497.6   (mgal)                       NAVD 88
 OC0080
 OC0080  VERT ORDER  -  FIRST     CLASS I
 OC0080
 OC0080.The horizontal coordinates were scaled from a topographic map and have
 OC0080.an estimated accuracy of +/- 6 seconds.
 OC0080
 OC0080.The orthometric height was determined by differential leveling
 OC0080.and adjusted by the National Geodetic Survey in June 1991..
 OC0080
 OC0080.The geoid height was determined by GEOID03.
 OC0080
 OC0080.The dynamic height is computed by dividing the NAVD 88
 OC0080.geopotential number by the normal gravity value computed on the
 OC0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0080.degrees latitude (g = 980.6199 gals.).
 OC0080
 OC0080.The modeled gravity was interpolated from observed gravity values.
 OC0080
 OC0080;                    North         East    Units  Estimated Accuracy
 OC0080;SPC ME W     -    81,120.      883,440.      MT  (+/- 180 meters Scaled)
 OC0080
 OC0080                          SUPERSEDED SURVEY CONTROL
 OC0080
 OC0080  NGVD 29 (??/??/92)    2.729  (m)            8.95   (f) ADJ UNCH    1 1
 OC0080
 OC0080.Superseded values are not recommended for survey control.
 OC0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0080.See file dsdata.txt to determine how the superseded data were derived.
 OC0080
 OC0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ892242(NAD 83)
 OC0080_MARKER: DB = BENCH MARK DISK
 OC0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OC0080_STAMPING: G 162 1966
 OC0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC0080+STABILITY: SURFACE MOTION
 OC0080
 OC0080  HISTORY     - Date     Condition        Report By
 OC0080  HISTORY     - 1966     MONUMENTED       CGS
 OC0080  HISTORY     - 1978     MARK NOT FOUND   DOD
 OC0080
 OC0080                          STATION DESCRIPTION
 OC0080
 OC0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OC0080'3.9 MI SW FROM SCARBOROUGH.
 OC0080'ABOUT 2.95 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST
 OC0080'OFFICE AT SCARBOROUGH, THENCE ABOUT 0.95 MILE SOUTHEAST ALONG
 OC0080'STATE HIGHWAY 9, 407 FEET NORTHWEST OF THE 10-FOOT CONCRETE
 OC0080'PIPE CULVERT OVER THE BROOK RIVER, 34.0 FEET NORTHEAST OF THE
 OC0080'CENTER LINE OF THE HIGHWAY, 3 FEET FROM A POWER POLE, ABOUT 2
 OC0080'FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 OC0080'CONCRETE POST PROJECTING 0.4 FOOT.
 OC0080
 OC0080                          STATION RECOVERY (1978)
 OC0080
 OC0080'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 OC0080'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0031 ***********************************************************************
 OC0031  DESIGNATION -  G 163
 OC0031  PID         -  OC0031
 OC0031  STATE/COUNTY-  ME/CUMBERLAND
 OC0031  USGS QUAD   -  PORTLAND WEST (1978)
 OC0031
 OC0031                         *CURRENT SURVEY CONTROL
 OC0031  ___________________________________________________________________
 OC0031* NAD 83(1986)-  43 43 25.     (N)    070 17 56.     (W)     SCALED    
 OC0031* NAVD 88     -        20.187  (meters)      66.23   (feet)  ADJUSTED  
 OC0031  ___________________________________________________________________
 OC0031  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 OC0031  DYNAMIC HT  -          20.185 (meters)      66.22  (feet)  COMP
 OC0031  MODELED GRAV-     980,491.7   (mgal)                       NAVD 88
 OC0031
 OC0031  VERT ORDER  -  FIRST     CLASS I
 OC0031
 OC0031.The horizontal coordinates were scaled from a topographic map and have
 OC0031.an estimated accuracy of +/- 6 seconds.
 OC0031
 OC0031.The orthometric height was determined by differential leveling
 OC0031.and adjusted by the National Geodetic Survey in June 1991..
 OC0031
 OC0031.The geoid height was determined by GEOID03.
 OC0031
 OC0031.The dynamic height is computed by dividing the NAVD 88
 OC0031.geopotential number by the normal gravity value computed on the
 OC0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0031.degrees latitude (g = 980.6199 gals.).
 OC0031
 OC0031.The modeled gravity was interpolated from observed gravity values.
 OC0031
 OC0031;                    North         East    Units  Estimated Accuracy
 OC0031;SPC ME W     -    98,910.      889,350.      MT  (+/- 180 meters Scaled)
 OC0031
 OC0031                          SUPERSEDED SURVEY CONTROL
 OC0031
 OC0031  NGVD 29 (??/??/92)   20.397  (m)           66.92   (f) ADJ UNCH    1 1
 OC0031
 OC0031.Superseded values are not recommended for survey control.
 OC0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0031.See file dsdata.txt to determine how the superseded data were derived.
 OC0031
 OC0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ953419(NAD 83)
 OC0031_MARKER: DB = BENCH MARK DISK
 OC0031_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC0031_SP_SET: PIER
 OC0031_STAMPING: G 163 1966
 OC0031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC0031
 OC0031  HISTORY     - Date     Condition        Report By
 OC0031  HISTORY     - 1966     MONUMENTED       CGS
 OC0031  HISTORY     - 1978     GOOD             DOD
 OC0031  HISTORY     - 19950614 GOOD             USPSQD
 OC0031
 OC0031                          STATION DESCRIPTION
 OC0031
 OC0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OC0031'2.5 MI N FROM PORTLAND.
 OC0031'ABOUT 2.5 MILES NORTH ALONG THE MAINE CENTRAL RAILROAD FROM THE
 OC0031'CROSSING OF STATE HIGHWAY 100 AT PORTLAND, AT THE CROSSING OF
 OC0031'THE FALMOUTH SPUR OF THE MAINE TURNPIKE, SET VERTICALLY IN THE
 OC0031'CENTER OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE PIER OF
 OC0031'THE EASTBOUND LANE OF THE TURNPIKE OVERPASS, 33.0 FEET SOUTHEAST
 OC0031'OF THE SOUTHEAST RAIL, AND ABOUT 2 1/2 FEET ABOVE THE LEVEL OF
 OC0031'THE TRACK.
 OC0031
 OC0031                          STATION RECOVERY (1978)
 OC0031
 OC0031'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 OC0031'RECOVERED IN GOOD CONDITION.
 OC0031
 OC0031                          STATION RECOVERY (1995)
 OC0031
 OC0031'RECOVERY NOTE BY US POWER SQUADRON 1995
 OC0031'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0077 ***********************************************************************
 PF0077  DESIGNATION -  G 164
 PF0077  PID         -  PF0077
 PF0077  STATE/COUNTY-  ME/ANDROSCOGGIN
 PF0077  USGS QUAD   -  MINOT (1981)
 PF0077
 PF0077                         *CURRENT SURVEY CONTROL
 PF0077  ___________________________________________________________________
 PF0077* NAD 83(1986)-  44 00 24.     (N)    070 15 41.     (W)     SCALED    
 PF0077* NAVD 88     -        53.849  (meters)     176.67   (feet)  ADJUSTED  
 PF0077  ___________________________________________________________________
 PF0077  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 PF0077  DYNAMIC HT  -          53.843 (meters)     176.65  (feet)  COMP
 PF0077  MODELED GRAV-     980,499.6   (mgal)                       NAVD 88
 PF0077
 PF0077  VERT ORDER  -  FIRST     CLASS I
 PF0077
 PF0077.The horizontal coordinates were scaled from a topographic map and have
 PF0077.an estimated accuracy of +/- 6 seconds.
 PF0077
 PF0077.The orthometric height was determined by differential leveling
 PF0077.and adjusted by the National Geodetic Survey in June 1991..
 PF0077
 PF0077.The geoid height was determined by GEOID03.
 PF0077
 PF0077.The dynamic height is computed by dividing the NAVD 88
 PF0077.geopotential number by the normal gravity value computed on the
 PF0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0077.degrees latitude (g = 980.6199 gals.).
 PF0077
 PF0077.The modeled gravity was interpolated from observed gravity values.
 PF0077
 PF0077;                    North         East    Units  Estimated Accuracy
 PF0077;SPC ME W     -   130,360.      892,400.      MT  (+/- 180 meters Scaled)
 PF0077
 PF0077                          SUPERSEDED SURVEY CONTROL
 PF0077
 PF0077  NGVD 29 (??/??/92)   54.041  (m)          177.30   (f) ADJ UNCH    1 1
 PF0077
 PF0077.Superseded values are not recommended for survey control.
 PF0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0077.See file dsdata.txt to determine how the superseded data were derived.
 PF0077
 PF0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ988733(NAD 83)
 PF0077_MARKER: DB = BENCH MARK DISK
 PF0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PF0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PF0077_STAMPING: G 164 1966
 PF0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0077+STABILITY: SURFACE MOTION
 PF0077
 PF0077  HISTORY     - Date     Condition        Report By
 PF0077  HISTORY     - 1966     MONUMENTED       CGS
 PF0077  HISTORY     - 1978     GOOD             DOD
 PF0077
 PF0077                          STATION DESCRIPTION
 PF0077
 PF0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PF0077'1.1 MI S FROM DANVILLE.
 PF0077'ABOUT 1.1 MILES SOUTH ALONG THE CANADIAN NATIONAL RAILWAY FROM
 PF0077'DANVILLE JCT. AT DANVILLE, 0.45 MILE NORTH OF THE
 PF0077'ANDROSCOGGIN-CUMBERLAND COUNTY LINE, AT THE CROSSING OF A GRAVELED
 PF0077'ROAD LOCALLY KNOWN AS BROWNS CROSSING, 36 FEET NORTHEAST OF THE
 PF0077'CENTER OF THE CROSSING, 25.0 FEET EAST OF THE EAST RAIL, 26 FEET
 PF0077'NORTH OF THE CENTER LINE OF THE GRAVELED ROAD, 13 FEET NORTH OF
 PF0077'POWER LINE BRACE POLE 013, 1.5 FEET SOUTH OF A METAL WITNESS POST,
 PF0077'ABOUT 1/2 FOOT BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP
 PF0077'OF A CONCRETE POST PROJECTING 0.3 FOOT.
 PF0077
 PF0077                          STATION RECOVERY (1978)
 PF0077
 PF0077'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PF0077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1438 ***********************************************************************
 PE1438  DESIGNATION -  G 165
 PE1438  PID         -  PE1438
 PE1438  STATE/COUNTY-  ME/KENNEBEC
 PE1438  USGS QUAD   -  WATERVILLE (1982)
 PE1438
 PE1438                         *CURRENT SURVEY CONTROL
 PE1438  ___________________________________________________________________
 PE1438* NAD 83(1986)-  44 33 38.     (N)    069 42 09.     (W)     SCALED    
 PE1438* NAVD 88     -        59.503  (meters)     195.22   (feet)  ADJUSTED  
 PE1438  ___________________________________________________________________
 PE1438  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 PE1438  DYNAMIC HT  -          59.499 (meters)     195.21  (feet)  COMP
 PE1438  MODELED GRAV-     980,543.3   (mgal)                       NAVD 88
 PE1438  OBS GRAVITY -     980,550.4   (mgal)                       GRAV_OBS
 PE1438
 PE1438  VERT ORDER  -  FIRST     CLASS I
 PE1438
 PE1438.The horizontal coordinates were scaled from a topographic map and have
 PE1438.an estimated accuracy of +/- 6 seconds.
 PE1438
 PE1438.The orthometric height was determined by differential leveling
 PE1438.and adjusted by the National Geodetic Survey in June 1991..
 PE1438
 PE1438.The geoid height was determined by GEOID03.
 PE1438
 PE1438.The dynamic height is computed by dividing the NAVD 88
 PE1438.geopotential number by the normal gravity value computed on the
 PE1438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1438.degrees latitude (g = 980.6199 gals.).
 PE1438
 PE1438.The modeled gravity was interpolated from observed gravity values.
 PE1438.The observed gravity was obtained from relative gravimeter ties
 PE1438.to the IGSN71 gravity network.
 PE1438
 PE1438;                    North         East    Units  Estimated Accuracy
 PE1438;SPC ME W     -   192,000.      936,880.      MT  (+/- 180 meters Scaled)
 PE1438
 PE1438                          SUPERSEDED SURVEY CONTROL
 PE1438
 PE1438  NGVD 29 (??/??/92)   59.698  (m)          195.86   (f) ADJ UNCH    1 1
 PE1438
 PE1438.Superseded values are not recommended for survey control.
 PE1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1438.See file dsdata.txt to determine how the superseded data were derived.
 PE1438
 PE1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK442343(NAD 83)
 PE1438_MARKER: DB = BENCH MARK DISK
 PE1438_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE1438_SP_SET: CULVERT
 PE1438_STAMPING: G 165 1966
 PE1438_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE1438
 PE1438  HISTORY     - Date     Condition        Report By
 PE1438  HISTORY     - 1966     MONUMENTED       CGS
 PE1438  HISTORY     - 1978     GOOD             DOD
 PE1438
 PE1438                          STATION DESCRIPTION
 PE1438
 PE1438'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE1438'1.2 MI NE FROM OAKLAND.
 PE1438'ABOUT 1.15 MILES NORTHEAST ALONG THE MAINE CENTRAIL RAILROAD
 PE1438'FROM THE POST OFFICE AT OAKLAND, ABOUT 0.5 MILE SOUTHWEST OF THE
 PE1438'CROSSING OF A NORTH-SOUTH BLACK TOPPED ROAD, ABOUT 0.25 MILE
 PE1438'NORTHEAST OF MILEPOST P80/V174, IN THE TOP OF THE NORTHWEST
 PE1438'END OF THE NORTHEAST STONE ABUTMENT WHICH SUPPORTS THE HEAD
 PE1438'WALL FOR A 6-FOOT BOX CULVERT UNDER THE RAILROAD, 9.5 FEET
 PE1438'NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, 2.7 FEET
 PE1438'NORTHWEST OF THE NORTHWEST STONE HEAD WALL, AND ABOUT 3 FEET
 PE1438'BELOW THE LEVEL OF THE TRACK.
 PE1438
 PE1438                          STATION RECOVERY (1978)
 PE1438
 PE1438'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE1438'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1119 ***********************************************************************
 PE1119  DESIGNATION -  G 166
 PE1119  PID         -  PE1119
 PE1119  STATE/COUNTY-  ME/KENNEBEC
 PE1119  USGS QUAD   -  WINTHROP (1980)
 PE1119
 PE1119                         *CURRENT SURVEY CONTROL
 PE1119  ___________________________________________________________________
 PE1119* NAD 83(1986)-  44 17 58.     (N)    069 58 44.     (W)     SCALED    
 PE1119* NAVD 88     -        65.654  (meters)     215.40   (feet)  ADJUSTED  
 PE1119  ___________________________________________________________________
 PE1119  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 PE1119  DYNAMIC HT  -          65.648 (meters)     215.38  (feet)  COMP
 PE1119  MODELED GRAV-     980,533.0   (mgal)                       NAVD 88
 PE1119  OBS GRAVITY -     980,531.9   (mgal)                       GRAV_OBS
 PE1119
 PE1119  VERT ORDER  -  FIRST     CLASS I
 PE1119
 PE1119.The horizontal coordinates were scaled from a topographic map and have
 PE1119.an estimated accuracy of +/- 6 seconds.
 PE1119
 PE1119.The orthometric height was determined by differential leveling
 PE1119.and adjusted by the National Geodetic Survey in June 1991..
 PE1119
 PE1119.The geoid height was determined by GEOID03.
 PE1119
 PE1119.The dynamic height is computed by dividing the NAVD 88
 PE1119.geopotential number by the normal gravity value computed on the
 PE1119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1119.degrees latitude (g = 980.6199 gals.).
 PE1119
 PE1119.The modeled gravity was interpolated from observed gravity values.
 PE1119.The observed gravity was obtained from relative gravimeter ties
 PE1119.to the IGSN71 gravity network.
 PE1119
 PE1119;                    North         East    Units  Estimated Accuracy
 PE1119;SPC ME W     -   162,900.      914,980.      MT  (+/- 180 meters Scaled)
 PE1119
 PE1119                          SUPERSEDED SURVEY CONTROL
 PE1119
 PE1119  NGVD 29 (??/??/92)   65.846  (m)          216.03   (f) ADJ UNCH    1 1
 PE1119
 PE1119.Superseded values are not recommended for survey control.
 PE1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1119.See file dsdata.txt to determine how the superseded data were derived.
 PE1119
 PE1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK219055(NAD 83)
 PE1119_MARKER: DB = BENCH MARK DISK
 PE1119_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE1119_SP_SET: PIER
 PE1119_STAMPING: G 166 1966
 PE1119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE1119
 PE1119  HISTORY     - Date     Condition        Report By
 PE1119  HISTORY     - 1966     MONUMENTED       CGS
 PE1119  HISTORY     - 1978     GOOD             DOD
 PE1119  HISTORY     - 1987     GOOD             USPSQD
 PE1119
 PE1119                          STATION DESCRIPTION
 PE1119
 PE1119'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE1119'AT WINTHROP.
 PE1119'AT WINTHROP, ABOUT 0.4 MILE SOUTH ALONG THE MAINE CENTRAL
 PE1119'RAILROAD FROM THE STATION, ABOUT 0.2 MILE NORTH OF MILEPOST
 PE1119'P 56/V198, AT U.S. HIGHWAY 202 OVERPASS, SET VERTICALLY IN THE
 PE1119'EAST FACE OF NORTH CONCRETE LEG OF THE FIRST PIER WEST OF THE
 PE1119'TRACK, 9.5 FEET WEST OF THE WEST RAIL OF A SIDETRACK, 2.3 FEET
 PE1119'SOUTH OF THE NORTH EDGE OF THE LEG, AND ABOUT 2 1/2 FEET ABOVE
 PE1119'THE LEVEL OF THE RAIL.
 PE1119
 PE1119                          STATION RECOVERY (1978)
 PE1119
 PE1119'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE1119'RECOVERED IN GOOD CONDITION.
 PE1119
 PE1119                          STATION RECOVERY (1987)
 PE1119
 PE1119'RECOVERY NOTE BY US POWER SQUADRON 1987 (CCG)
 PE1119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0057 ***********************************************************************
 QF0057  DESIGNATION -  G 167
 QF0057  PID         -  QF0057
 QF0057  STATE/COUNTY-  ME/WASHINGTON
 QF0057  USGS QUAD   -  CALAIS (1977)
 QF0057
 QF0057                         *CURRENT SURVEY CONTROL
 QF0057  ___________________________________________________________________
 QF0057* NAD 83(1986)-  45 08 11.     (N)    067 18 21.     (W)     SCALED    
 QF0057* NAVD 88     -        29.130  (meters)      95.57   (feet)  ADJUSTED  
 QF0057  ___________________________________________________________________
 QF0057  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 QF0057  DYNAMIC HT  -          29.129 (meters)      95.57  (feet)  COMP
 QF0057  MODELED GRAV-     980,613.6   (mgal)                       NAVD 88
 QF0057
 QF0057  VERT ORDER  -  FIRST     CLASS I
 QF0057
 QF0057.The horizontal coordinates were scaled from a topographic map and have
 QF0057.an estimated accuracy of +/- 6 seconds.
 QF0057
 QF0057.The orthometric height was determined by differential leveling
 QF0057.and adjusted by the National Geodetic Survey in June 1991..
 QF0057.WARNING-Repeat measurements at this control monument indicate possible
 QF0057.vertical movement.
 QF0057
 QF0057.The geoid height was determined by GEOID03.
 QF0057
 QF0057.The dynamic height is computed by dividing the NAVD 88
 QF0057.geopotential number by the normal gravity value computed on the
 QF0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0057.degrees latitude (g = 980.6199 gals.).
 QF0057
 QF0057.The modeled gravity was interpolated from observed gravity values.
 QF0057
 QF0057;                    North         East    Units  Estimated Accuracy
 QF0057;SPC ME E     -   163,990.      393,920.      MT  (+/- 180 meters Scaled)
 QF0057
 QF0057                          SUPERSEDED SURVEY CONTROL
 QF0057
 QF0057.No superseded survey control is available for this station.
 QF0057
 QF0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK332994(NAD 83)
 QF0057_MARKER: DB = BENCH MARK DISK
 QF0057_SETTING: 66 = SET IN ROCK OUTCROP
 QF0057_SP_SET: BEDROCK
 QF0057_STAMPING: G 167 1966
 QF0057_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0057+STABILITY: POSITION/ELEVATION WELL
 QF0057
 QF0057  HISTORY     - Date     Condition        Report By
 QF0057  HISTORY     - 1966     MONUMENTED       CGS
 QF0057  HISTORY     - 1978     GOOD             NGS
 QF0057
 QF0057                          STATION DESCRIPTION
 QF0057
 QF0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 QF0057'AT BARING.
 QF0057'AT BARING, AT MOOSEHORN NATIONAL WILDLIFE REFUGE, ABOUT 0.1
 QF0057'MILE NORTHEAST OF THE HANGAR AT ST. CROIX AIRPORT, 141 1/2 FEET
 QF0057'NORTHEAST OF THE FENCE ALONG THE NORTHEAST SIDE OF THE AIRPORT,
 QF0057'132 FEET SOUTH EAST OF THE CENTER LINE OF THE AIRPORT, IN THE TOP
 QF0057'OF THE HIGHEST POINT OF A 11-BY-18-FOOT EXPOSED PORTION OF A BEDROCK
 QF0057'THAT PROJECTS ABOUT 1/2 FOOT, 5.5 FEET SOUTHEAST OF A STEEL
 QF0057'PIN DRILLED IN THE ROCK, 95 FEET SOUTH-SOUTHEAST OF BENCH MARK
 QF0057'K 41 DESCRIBED, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE
 QF0057'HIGHWAY.  NOTE-- THIS MARK WAS SET OFF OF THE AIRPORT BECAUSE OF
 QF0057'CONSTRUCTION ON THE AIRPORT AT THIS TIME.
 QF0057
 QF0057                          STATION RECOVERY (1978)
 QF0057
 QF0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QF0057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0141 ***********************************************************************
 PD0141  DESIGNATION -  G 168
 PD0141  PID         -  PD0141
 PD0141  STATE/COUNTY-  ME/WASHINGTON
 PD0141  USGS QUAD   -  HADLEY LAKE (1987)
 PD0141
 PD0141                         *CURRENT SURVEY CONTROL
 PD0141  ___________________________________________________________________
 PD0141* NAD 83(1986)-  44 46 18.     (N)    067 24 04.     (W)     SCALED    
 PD0141* NAVD 88     -        21.564  (meters)      70.75   (feet)  ADJUSTED  
 PD0141  ___________________________________________________________________
 PD0141  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 PD0141  DYNAMIC HT  -          21.563 (meters)      70.74  (feet)  COMP
 PD0141  MODELED GRAV-     980,593.8   (mgal)                       NAVD 88
 PD0141
 PD0141  VERT ORDER  -  FIRST     CLASS I
 PD0141
 PD0141.The horizontal coordinates were scaled from a topographic map and have
 PD0141.an estimated accuracy of +/- 6 seconds.
 PD0141
 PD0141.The orthometric height was determined by differential leveling
 PD0141.and adjusted by the National Geodetic Survey in June 1991..
 PD0141
 PD0141.The geoid height was determined by GEOID03.
 PD0141
 PD0141.The dynamic height is computed by dividing the NAVD 88
 PD0141.geopotential number by the normal gravity value computed on the
 PD0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0141.degrees latitude (g = 980.6199 gals.).
 PD0141
 PD0141.The modeled gravity was interpolated from observed gravity values.
 PD0141
 PD0141;                    North         East    Units  Estimated Accuracy
 PD0141;SPC ME E     -   123,360.      386,980.      MT  (+/- 180 meters Scaled)
 PD0141
 PD0141                          SUPERSEDED SURVEY CONTROL
 PD0141
 PD0141  NGVD 29 (??/??/92)   21.771  (m)           71.43   (f) ADJ UNCH    1 1
 PD0141
 PD0141.Superseded values are not recommended for survey control.
 PD0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0141.See file dsdata.txt to determine how the superseded data were derived.
 PD0141
 PD0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK265588(NAD 83)
 PD0141_MARKER: DB = BENCH MARK DISK
 PD0141_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PD0141_SP_SET: 31.0 FEET
 PD0141_STAMPING: G 168 1966
 PD0141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PD0141
 PD0141  HISTORY     - Date     Condition        Report By
 PD0141  HISTORY     - 1966     MONUMENTED       CGS
 PD0141  HISTORY     - 1978     POOR             DMA
 PD0141  HISTORY     - 1982     POOR             USGS
 PD0141
 PD0141                          STATION DESCRIPTION
 PD0141
 PD0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PD0141'0.7 MI N FROM JACKSONVILLE.
 PD0141'0.7 MILE NORTH ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PD0141'CROSSING OF STATE HIGHWAY 191 AT JACKSONVILLE, ABOUT 0.4 MILE
 PD0141'NORTH OF MILEPOST C38/P232, NEAR A GRAVELED-ROAD CROSSING,
 PD0141'191 FEET WEST-NORTHWEST OF THE CENTER OF THE CROSSING, 171 FEET
 PD0141'WEST OF AND ACROSS THE GRAVELED ROAD FROM THE WEST RAIL, 45.0
 PD0141'FEET EAST OF THE EAST CORNER OF A HOUSE, 17.0 FEET SOUTHWEST
 PD0141'OF THE CENTER LINE OF THE ROAD, 2 FEET NORTHWEST OF A POWER POLE,
 PD0141'ABOUT LEVEL WITH THE ROAD, AND IS A DISK ON TOP OF COPPER COATED
 PD0141'STEEL ROD PROJECTING 0.1 FOOT AND PROTECTED BY A 5-INCH IRON PIPE
 PD0141'PROJECTING 0.1 FOOT.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH
 PD0141'OF 31.0 FEET.
 PD0141
 PD0141                          STATION RECOVERY (1978)
 PD0141
 PD0141'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PD0141'MONUMENT HAS BEEN PRIED UP ON ONE SIDE AND IS LEANING TO ONE SIDE.
 PD0141
 PD0141                          STATION RECOVERY (1982)
 PD0141
 PD0141'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 PD0141'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0211 ***********************************************************************
 PE0211  DESIGNATION -  G 169
 PE0211  PID         -  PE0211
 PE0211  STATE/COUNTY-  ME/HANCOCK
 PE0211  USGS QUAD   -  WINTER HARBOR (1985)
 PE0211
 PE0211                         *CURRENT SURVEY CONTROL
 PE0211  ___________________________________________________________________
 PE0211* NAD 83(1986)-  44 27 28.     (N)    068 01 28.     (W)     SCALED    
 PE0211* NAVD 88     -        12.247  (meters)      40.18   (feet)  ADJUSTED  
 PE0211  ___________________________________________________________________
 PE0211  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 PE0211  DYNAMIC HT  -          12.246 (meters)      40.18  (feet)  COMP
 PE0211  MODELED GRAV-     980,575.3   (mgal)                       NAVD 88
 PE0211
 PE0211  VERT ORDER  -  SECOND    CLASS 0
 PE0211
 PE0211.The horizontal coordinates were scaled from a topographic map and have
 PE0211.an estimated accuracy of +/- 6 seconds.
 PE0211
 PE0211.The orthometric height was determined by differential leveling
 PE0211.and adjusted by the National Geodetic Survey in June 1991..
 PE0211
 PE0211.The geoid height was determined by GEOID03.
 PE0211
 PE0211.The dynamic height is computed by dividing the NAVD 88
 PE0211.geopotential number by the normal gravity value computed on the
 PE0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0211.degrees latitude (g = 980.6199 gals.).
 PE0211
 PE0211.The modeled gravity was interpolated from observed gravity values.
 PE0211
 PE0211;                    North         East    Units  Estimated Accuracy
 PE0211;SPC ME E     -    88,000.      337,840.      MT  (+/- 180 meters Scaled)
 PE0211
 PE0211                          SUPERSEDED SURVEY CONTROL
 PE0211
 PE0211  NGVD 29 (??/??/92)   12.443  (m)           40.82   (f) ADJ UNCH    2 0
 PE0211
 PE0211.Superseded values are not recommended for survey control.
 PE0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0211.See file dsdata.txt to determine how the superseded data were derived.
 PE0211
 PE0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK776231(NAD 83)
 PE0211_MARKER: DB = BENCH MARK DISK
 PE0211_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PE0211_SP_SET: COPPER-CLAD STEEL ROD
 PE0211_STAMPING: G 169 1966
 PE0211_MARK LOGO: CGS   
 PE0211_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE0211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0211
 PE0211  HISTORY     - Date     Condition        Report By
 PE0211  HISTORY     - 1966     MONUMENTED       CGS
 PE0211  HISTORY     - 1986     POOR             USPSQD
 PE0211  HISTORY     - 19880711 GOOD             MEDT
 PE0211
 PE0211                          STATION DESCRIPTION
 PE0211
 PE0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE0211'1.5 MI S FROM GOULDSBORO.
 PE0211'1.5 MILES SOUTH ALONG STATE HIGHWAY 186 FROM THE POST OFFICE AT
 PE0211'GOULDSBORO, NEAR THE JUNCTION OF A GRAVELED ROAD LEADING EAST,
 PE0211'26 1/2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 53 FEET
 PE0211'SOUTHEAST OF THE APPROXIMATE CENTER OF THE JUNCTION, 38 FEET
 PE0211'SOUTH OF THE CENTER LINE OF THE GRAVELED ROAD, 46 FEET EAST OF
 PE0211'AND ACROSS THE HIGHWAY FROM POWER LINE POLE NO. 41-62, 1.5 FEET
 PE0211'SOUTH OF A METAL WITNESS POST AND IS A DISK ON THE TOP OF A
 PE0211'COPPER COATED STEEL ROD PROJECTING 1 INCH ABOVE THE GROUND AND
 PE0211'PROTECTED BY AN 8-INCH TILE WHICH PROJECTS 2 INCHES ABOVE THE
 PE0211'LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH
 PE0211'OF 9.5 FEET.  NOTE-- THIS MARK DRIVEN FOR BENEFIT OF FOREIGN
 PE0211'VISITORS MOHAMID AND ISMAIL.
 PE0211
 PE0211                          STATION RECOVERY (1986)
 PE0211
 PE0211'RECOVERY NOTE BY US POWER SQUADRON 1986 (ELG)
 PE0211'MARK RECOVERED IN POOR CONDITION.
 PE0211
 PE0211                          STATION RECOVERY (1988)
 PE0211
 PE0211'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1988
 PE0211'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2630 ***********************************************************************
 PE2630  DESIGNATION -  G 169 RESET
 PE2630  PID         -  PE2630
 PE2630  STATE/COUNTY-  ME/HANCOCK
 PE2630  USGS QUAD   -  WINTER HARBOR (1985)
 PE2630
 PE2630                         *CURRENT SURVEY CONTROL
 PE2630  ___________________________________________________________________
 PE2630* NAD 83(1986)-  44 27 28.     (N)    068 01 28.     (W)     SCALED    
 PE2630* NAVD 88     -        12.82   (meters)      42.1    (feet)  RESET     
 PE2630  ___________________________________________________________________
 PE2630  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 PE2630
 PE2630  VERT ORDER  -  THIRD
 PE2630
 PE2630.The horizontal coordinates were scaled from a topographic map and have
 PE2630.an estimated accuracy of +/- 6 seconds.
 PE2630
 PE2630.The orthometric height was computed from unverified reset data.
 PE2630.No vertical observational check was made to the station.
 PE2630
 PE2630.The geoid height was determined by GEOID03.
 PE2630
 PE2630;                    North         East    Units  Estimated Accuracy
 PE2630;SPC ME E     -    88,000.      337,840.      MT  (+/- 180 meters Scaled)
 PE2630
 PE2630                          SUPERSEDED SURVEY CONTROL
 PE2630
 PE2630  NGVD 29 (01/19/06)   13.02   (m)           42.7    (f) RESET       3  
 PE2630
 PE2630.Superseded values are not recommended for survey control.
 PE2630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2630.See file dsdata.txt to determine how the superseded data were derived.
 PE2630
 PE2630_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK776231(NAD 83)
 PE2630_MARKER: DV = VERTICAL CONTROL DISK
 PE2630_SETTING: 80 = SET IN A BOULDER
 PE2630_SP_SET: BOULDER
 PE2630_STAMPING: G 169 RESET 1988
 PE2630_MARK LOGO: NGS   
 PE2630_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE2630+STABILITY: SURFACE MOTION
 PE2630
 PE2630  HISTORY     - Date     Condition        Report By
 PE2630  HISTORY     - 1988     MONUMENTED       MEDT
 PE2630
 PE2630                          STATION DESCRIPTION
 PE2630
 PE2630'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1988
 PE2630'1.50 MILES (2.41 KM) SOUTHERLY ALONG STATE ROUTE 186 FROM THE
 PE2630'GOULDSBORO POST OFFICE, ON LAND OWNED BY MR. BILL THAYER, AT THE
 PE2630'DARTHIA WOODS FARM, IN A 6-FOOT DIAMETER BY 2-FEET HIGH EMBEDDED
 PE2630'BOULDER ALONG THE EASTERLY SIDE OF STATE 186 AND NORTHERLY OF A
 PE2630'GRAVEL ROAD LEADING EAST, 73.4 FEET (22.4 M) EAST OF CENTERLINE OF
 PE2630'STATE 186, 102.2 FEET (31.2 M) NORTHEAST OF UTILITY POLE NO.
 PE2630'253/41/62, 33.7 FEET (10.3 M) NORTHEAST OF A 26 INCH SPRUCE, 6.4 FEET
 PE2630'(2.0 M) SOUTHEAST OF A 14 INCH SPRUCE, 7.6 FEET (2.3 M) SOUTH OF A
 PE2630'METAL WITNESS POST, AND 12 FEET (3.7 M) NORTH OF CENTERLINE OF GRAVEL
 PE2630'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0174 ***********************************************************************
 OB0174  DESIGNATION -  G 17
 OB0174  PID         -  OB0174
 OB0174  STATE/COUNTY-  ME/LINCOLN
 OB0174  USGS QUAD   -  WESTPORT (1970)
 OB0174
 OB0174                         *CURRENT SURVEY CONTROL
 OB0174  ___________________________________________________________________
 OB0174* NAD 83(1986)-  43 59 04.     (N)    069 41 19.     (W)     SCALED    
 OB0174* NAVD 88     -        18.792  (meters)      61.65   (feet)  ADJUSTED  
 OB0174  ___________________________________________________________________
 OB0174  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 OB0174  DYNAMIC HT  -          18.790 (meters)      61.65  (feet)  COMP
 OB0174  MODELED GRAV-     980,521.4   (mgal)                       NAVD 88
 OB0174
 OB0174  VERT ORDER  -  SECOND    CLASS 0
 OB0174
 OB0174.The horizontal coordinates were scaled from a topographic map and have
 OB0174.an estimated accuracy of +/- 6 seconds.
 OB0174
 OB0174.The orthometric height was determined by differential leveling
 OB0174.and adjusted by the National Geodetic Survey in June 1991..
 OB0174
 OB0174.The geoid height was determined by GEOID03.
 OB0174
 OB0174.The dynamic height is computed by dividing the NAVD 88
 OB0174.geopotential number by the normal gravity value computed on the
 OB0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0174.degrees latitude (g = 980.6199 gals.).
 OB0174
 OB0174.The modeled gravity was interpolated from observed gravity values.
 OB0174
 OB0174;                    North         East    Units  Estimated Accuracy
 OB0174;SPC ME W     -   128,000.      938,350.      MT  (+/- 180 meters Scaled)
 OB0174
 OB0174                          SUPERSEDED SURVEY CONTROL
 OB0174
 OB0174  NGVD 29 (??/??/92)   19.003  (m)           62.35   (f) ADJ UNCH    2 0
 OB0174
 OB0174.Superseded values are not recommended for survey control.
 OB0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0174.See file dsdata.txt to determine how the superseded data were derived.
 OB0174
 OB0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ447703(NAD 83)
 OB0174_MARKER: DB = BENCH MARK DISK
 OB0174_SETTING: 80 = SET IN A BOULDER
 OB0174_SP_SET: BOULDER
 OB0174_STAMPING: G 17 1933
 OB0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OB0174+STABILITY: SURFACE MOTION
 OB0174
 OB0174  HISTORY     - Date     Condition        Report By
 OB0174  HISTORY     - 1933     MONUMENTED       CGS
 OB0174  HISTORY     - 1963     GOOD             NGS
 OB0174
 OB0174                          STATION DESCRIPTION
 OB0174
 OB0174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 OB0174'2.1 MI SW FROM WISCASSET.
 OB0174'2.1 MILES SOUTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM THE STATION
 OB0174'AT WISCASSET, AT THE OUTSIDE OF A LONG CURVE IN TRACK, ON TOP OF A
 OB0174'3-BY-2-FOOT BURIED BOULDER PROJECTING 2 FEET ABOVE THE LEVEL OF THE
 OB0174'GROUND, 0.2 MILE NORTHEAST OF MILEPOST P 47 R 39, ABOUT 0.3 MILE
 OB0174'NORTHEAST OF A GRAVEL ROAD CROSSING, 21.5 FEET NORTHWEST OF THE
 OB0174'NORTHWEST RAIL AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0056 ***********************************************************************
 PE0056  DESIGNATION -  G 170
 PE0056  PID         -  PE0056
 PE0056  STATE/COUNTY-  ME/HANCOCK
 PE0056  USGS QUAD   -  HANCOCK (1981)
 PE0056
 PE0056                         *CURRENT SURVEY CONTROL
 PE0056  ___________________________________________________________________
 PE0056* NAD 83(1986)-  44 35 49.     (N)    068 15 33.     (W)     SCALED    
 PE0056* NAVD 88     -        21.858  (meters)      71.71   (feet)  ADJUSTED  
 PE0056  ___________________________________________________________________
 PE0056  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 PE0056  DYNAMIC HT  -          21.857 (meters)      71.71  (feet)  COMP
 PE0056  MODELED GRAV-     980,559.4   (mgal)                       NAVD 88
 PE0056
 PE0056  VERT ORDER  -  FIRST     CLASS I
 PE0056
 PE0056.The horizontal coordinates were scaled from a topographic map and have
 PE0056.an estimated accuracy of +/- 6 seconds.
 PE0056
 PE0056.The orthometric height was determined by differential leveling
 PE0056.and adjusted by the National Geodetic Survey in June 1991..
 PE0056
 PE0056.The geoid height was determined by GEOID03.
 PE0056
 PE0056.The dynamic height is computed by dividing the NAVD 88
 PE0056.geopotential number by the normal gravity value computed on the
 PE0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0056.degrees latitude (g = 980.6199 gals.).
 PE0056
 PE0056.The modeled gravity was interpolated from observed gravity values.
 PE0056
 PE0056;                    North         East    Units  Estimated Accuracy
 PE0056;SPC ME E     -   103,390.      319,120.      MT  (+/- 180 meters Scaled)
 PE0056
 PE0056                          SUPERSEDED SURVEY CONTROL
 PE0056
 PE0056  NGVD 29 (??/??/92)   22.062  (m)           72.38   (f) ADJ UNCH    1 1
 PE0056
 PE0056.Superseded values are not recommended for survey control.
 PE0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0056.See file dsdata.txt to determine how the superseded data were derived.
 PE0056
 PE0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK587384(NAD 83)
 PE0056_MARKER: DB = BENCH MARK DISK
 PE0056_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PE0056_SP_SET: 8 FEET
 PE0056_STAMPING: G 170 1966
 PE0056_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0056
 PE0056  HISTORY     - Date     Condition        Report By
 PE0056  HISTORY     - 1966     MONUMENTED       CGS
 PE0056  HISTORY     - 1978     GOOD             DMA
 PE0056  HISTORY     - 1987     POOR             USPSQD
 PE0056
 PE0056                          STATION DESCRIPTION
 PE0056
 PE0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE0056'1.6 MI W FROM FRANKLIN.
 PE0056'1.65 MILES WEST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE0056'CROSSING OF STATE HIGHWAY 182 AT FRANKLIN, ABOUT 0.2 MILE
 PE0056'SOUTHEAST OF MILEPOST P176/C94, 143 FEET SOUTHEAST OF THE CENTER
 PE0056'OF THE CROSSING OF STATE HIGHWAY 200, 31 FEET NORTHEAST OF THE
 PE0056'CENTER LINE OF THE HIGHWAY, 13.8 FEET SOUTHWEST OF THE SOUTHWEST
 PE0056'RAIL, 1.7 FEET NORTH OF A WITNESS POST, ABOUT 1 FOOT BELOW THE
 PE0056'LEVEL OF THE HIGHWAY, AND IS A DISK ON TOP OF A COPPER COATED
 PE0056'STEEL ROD PROJECTING 0.3 FOOT AND PROTECTED BY A 5-INCH IRON
 PE0056'PIPE PROJECTING 0.5 FOOT.  THE ROD WAS DRIVEN TO REFUSAL AT A
 PE0056'DEPTH OF 8 FEET.
 PE0056
 PE0056                          STATION RECOVERY (1978)
 PE0056
 PE0056'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PE0056'RECOVERED IN GOOD CONDITION.
 PE0056
 PE0056                          STATION RECOVERY (1987)
 PE0056
 PE0056'RECOVERY NOTE BY US POWER SQUADRON 1987 (ELG)
 PE0056'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0724 ***********************************************************************
 PF0724  DESIGNATION -  G 171
 PF0724  PID         -  PF0724
 PF0724  STATE/COUNTY-  ME/ANDROSCOGGIN
 PF0724  USGS QUAD   -  MINOT (1981)
 PF0724
 PF0724                         *CURRENT SURVEY CONTROL
 PF0724  ___________________________________________________________________
 PF0724* NAD 83(1986)-  44 04 08.     (N)    070 18 03.     (W)     SCALED    
 PF0724* NAVD 88     -        84.375  (meters)     276.82   (feet)  ADJUSTED  
 PF0724  ___________________________________________________________________
 PF0724  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 PF0724  DYNAMIC HT  -          84.365 (meters)     276.79  (feet)  COMP
 PF0724  MODELED GRAV-     980,494.1   (mgal)                       NAVD 88
 PF0724
 PF0724  VERT ORDER  -  FIRST     CLASS II
 PF0724
 PF0724.The horizontal coordinates were scaled from a topographic map and have
 PF0724.an estimated accuracy of +/- 6 seconds.
 PF0724
 PF0724.The orthometric height was determined by differential leveling
 PF0724.and adjusted by the National Geodetic Survey in June 1991..
 PF0724
 PF0724.The geoid height was determined by GEOID03.
 PF0724
 PF0724.The dynamic height is computed by dividing the NAVD 88
 PF0724.geopotential number by the normal gravity value computed on the
 PF0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0724.degrees latitude (g = 980.6199 gals.).
 PF0724
 PF0724.The modeled gravity was interpolated from observed gravity values.
 PF0724
 PF0724;                    North         East    Units  Estimated Accuracy
 PF0724;SPC ME W     -   137,280.      889,250.      MT  (+/- 180 meters Scaled)
 PF0724
 PF0724                          SUPERSEDED SURVEY CONTROL
 PF0724
 PF0724.No superseded survey control is available for this station.
 PF0724
 PF0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ958803(NAD 83)
 PF0724_MARKER: DB = BENCH MARK DISK
 PF0724_SETTING: 66 = SET IN ROCK OUTCROP
 PF0724_SP_SET: ROCK LEDGE
 PF0724_STAMPING: G 171 1978
 PF0724_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PF0724+STABILITY: POSITION/ELEVATION WELL
 PF0724
 PF0724  HISTORY     - Date     Condition        Report By
 PF0724  HISTORY     - 1978     MONUMENTED       NGS
 PF0724
 PF0724                          STATION DESCRIPTION
 PF0724
 PF0724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PF0724'4.95 MI NW FROM DANVILLE JUNCTION.
 PF0724'2.45 MI. NORTHWEST ALONG THE CANADIAN NATIONAL RAILROAD FROM THE
 PF0724'STATION AT DANVILLE JUNCTION, THENCE 1.15 MI. NORTHEAST ALONG LEWISTON
 PF0724'JUNCTION ROAD, THENCE 1.35 MI. NORTHWEST ALONG HARDSCRABBLE ROAD, ALSO
 PF0724'2.2 MI. SOUTHEAST OF THE POST OFFICE AT MINOT, INSIDE A SLIGHT CURVE,
 PF0724'OPPOSITE A MOBILE HOME VILLAGE, IN A MASSIVE SLOPING GRANITE LEDGE,
 PF0724'31 FT. NORTHEAST OF THE CENTER LINE OF THE ROAD, 227 FT. SOUTHEAST OF
 PF0724'THE EXTENDED CENTER LINE OF A PAVED ROAD LEADING TO THE VILLAGE, 56
 PF0724'FT. SOUTHEAST OF A FENCE CORNER POST, 60 FT. EAST OF AND ACROSS THE
 PF0724'ROAD FROM POWER POLE 58, 21.9 FT. NORTHWEST OF THE WEST CORNER OF A
 PF0724'WOODEN GARAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0761 ***********************************************************************
 PF0761  DESIGNATION -  G 172
 PF0761  PID         -  PF0761
 PF0761  STATE/COUNTY-  ME/OXFORD
 PF0761  USGS QUAD   -  WEST PARIS (1967)
 PF0761
 PF0761                         *CURRENT SURVEY CONTROL
 PF0761  ___________________________________________________________________
 PF0761* NAD 83(1986)-  44 19 25.     (N)    070 35 43.     (W)     SCALED    
 PF0761* NAVD 88     -       155.146  (meters)     509.01   (feet)  ADJUSTED  
 PF0761  ___________________________________________________________________
 PF0761  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 PF0761  DYNAMIC HT  -         155.125 (meters)     508.94  (feet)  COMP
 PF0761  MODELED GRAV-     980,483.5   (mgal)                       NAVD 88
 PF0761
 PF0761  VERT ORDER  -  FIRST     CLASS II
 PF0761
 PF0761.The horizontal coordinates were scaled from a topographic map and have
 PF0761.an estimated accuracy of +/- 6 seconds.
 PF0761
 PF0761.The orthometric height was determined by differential leveling
 PF0761.and adjusted by the National Geodetic Survey in June 1991..
 PF0761
 PF0761.The geoid height was determined by GEOID03.
 PF0761
 PF0761.The dynamic height is computed by dividing the NAVD 88
 PF0761.geopotential number by the normal gravity value computed on the
 PF0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0761.degrees latitude (g = 980.6199 gals.).
 PF0761
 PF0761.The modeled gravity was interpolated from observed gravity values.
 PF0761
 PF0761;                    North         East    Units  Estimated Accuracy
 PF0761;SPC ME W     -   165,660.      865,810.      MT  (+/- 180 meters Scaled)
 PF0761
 PF0761                          SUPERSEDED SURVEY CONTROL
 PF0761
 PF0761.No superseded survey control is available for this station.
 PF0761
 PF0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK727090(NAD 83)
 PF0761_MARKER: DB = BENCH MARK DISK
 PF0761_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PF0761_SP_SET: STAINLESS STEEL ROD
 PF0761_STAMPING: G 172 1978
 PF0761_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0761
 PF0761  HISTORY     - Date     Condition        Report By
 PF0761  HISTORY     - 1978     MONUMENTED       NGS
 PF0761
 PF0761                          STATION DESCRIPTION
 PF0761
 PF0761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PF0761'1.1 MI WEST FROM WEST PARIS.
 PF0761'1.1 MILES WEST ALONG STATE HIGHWAY 219 FROM THE POST OFFICE AT WEST
 PF0761'PARIS, OPPOSITE A SAW MILL STORAGE YARD, 41 FT. SOUTH OF THE CENTER
 PF0761'LINE OF THE HIGHWAY, 286 FT. WEST OF AND ACROSS THE HIGHWAY FROM THE
 PF0761'CENTER OF THE JUNCTION OF THE ENTRANCE ROAD TO THE SAW MILL, 127 FT.
 PF0761'EAST OF POWER POLE 251-39, 2 FT. WEST OF POWER POLE 215-250-38, THE
 PF0761'DISK IS 4 INCHES BELOW THE SURFACE OF THE GROUND, ACCESS TO WHICH IS
 PF0761'HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0788 ***********************************************************************
 PF0788  DESIGNATION -  G 173
 PF0788  PID         -  PF0788
 PF0788  STATE/COUNTY-  ME/OXFORD
 PF0788  USGS QUAD   -  SHELBURNE (1983)
 PF0788
 PF0788                         *CURRENT SURVEY CONTROL
 PF0788  ___________________________________________________________________
 PF0788* NAD 83(1986)-  44 23 13.     (N)    071 00 37.     (W)     SCALED    
 PF0788* NAVD 88     -       231.156  (meters)     758.38   (feet)  ADJUSTED  
 PF0788  ___________________________________________________________________
 PF0788  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 PF0788  DYNAMIC HT  -         231.122 (meters)     758.27  (feet)  COMP
 PF0788  MODELED GRAV-     980,467.7   (mgal)                       NAVD 88
 PF0788
 PF0788  VERT ORDER  -  FIRST     CLASS II
 PF0788
 PF0788.The horizontal coordinates were scaled from a topographic map and have
 PF0788.an estimated accuracy of +/- 6 seconds.
 PF0788
 PF0788.The orthometric height was determined by differential leveling
 PF0788.and adjusted by the National Geodetic Survey in June 1991..
 PF0788
 PF0788.The geoid height was determined by GEOID03.
 PF0788
 PF0788.The dynamic height is computed by dividing the NAVD 88
 PF0788.geopotential number by the normal gravity value computed on the
 PF0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0788.degrees latitude (g = 980.6199 gals.).
 PF0788
 PF0788.The modeled gravity was interpolated from observed gravity values.
 PF0788
 PF0788;                    North         East    Units  Estimated Accuracy
 PF0788;SPC ME W     -   172,950.      832,780.      MT  (+/- 180 meters Scaled)
 PF0788
 PF0788                          SUPERSEDED SURVEY CONTROL
 PF0788
 PF0788.No superseded survey control is available for this station.
 PF0788
 PF0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK398168(NAD 83)
 PF0788_MARKER: DB = BENCH MARK DISK
 PF0788_SETTING: 66 = SET IN ROCK OUTCROP
 PF0788_SP_SET: OUTCROP
 PF0788_STAMPING: G 173 1978
 PF0788_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PF0788+STABILITY: POSITION/ELEVATION WELL
 PF0788
 PF0788  HISTORY     - Date     Condition        Report By
 PF0788  HISTORY     - 1978     MONUMENTED       NGS
 PF0788
 PF0788                          STATION DESCRIPTION
 PF0788
 PF0788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PF0788'1.8 MI WEST FROM GILEAD.
 PF0788'1.8 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE T-JUNCTION OF STATE
 PF0788'HIGHWAY 113 AT GILEAD, 0.3 MILE NORTHEAST OF THE NEW HAMPSHIRE STATE
 PF0788'LINE, ON A HIGH BANK, 75.9 FT. EAST OF THE CENTER LINE OF THE HIGHWAY,
 PF0788'238 FT. NORTH OF THE NORTH END OF AN 18-INCH METAL CULVERT UNDER A
 PF0788'DIRT ROAD, 116 FT. NORTHEAST OF AND ACROSS THE HIGHWAY FROM THE SOUTH
 PF0788'END OF A METAL GUARD RAIL, 37.7 FT. NORTHEAST OF POWER POLE 216 326
 PF0788'WITH A BRACE POLE, IN THE HIGHEST POINT OF A SMOOTH 9 BY 6-FT.
 PF0788'OUTCROP, 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1555 ***********************************************************************
 PE1555  DESIGNATION -  G 175
 PE1555  PID         -  PE1555
 PE1555  STATE/COUNTY-  ME/PENOBSCOT
 PE1555  USGS QUAD   -  BANGOR (1991)
 PE1555
 PE1555                         *CURRENT SURVEY CONTROL
 PE1555  ___________________________________________________________________
 PE1555* NAD 83(1986)-  44 50 57.     (N)    068 49 13.     (W)     SCALED    
 PE1555* NAVD 88     -        38.237  (meters)     125.45   (feet)  ADJUSTED  
 PE1555  ___________________________________________________________________
 PE1555  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 PE1555  DYNAMIC HT  -          38.235 (meters)     125.44  (feet)  COMP
 PE1555  MODELED GRAV-     980,583.3   (mgal)                       NAVD 88
 PE1555
 PE1555  VERT ORDER  -  FIRST     CLASS II
 PE1555
 PE1555.The horizontal coordinates were scaled from a topographic map and have
 PE1555.an estimated accuracy of +/- 6 seconds.
 PE1555
 PE1555.The orthometric height was determined by differential leveling
 PE1555.and adjusted by the National Geodetic Survey in June 1991..
 PE1555
 PE1555.The geoid height was determined by GEOID03.
 PE1555
 PE1555.The dynamic height is computed by dividing the NAVD 88
 PE1555.geopotential number by the normal gravity value computed on the
 PE1555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1555.degrees latitude (g = 980.6199 gals.).
 PE1555
 PE1555.The modeled gravity was interpolated from observed gravity values.
 PE1555
 PE1555;                    North         East    Units  Estimated Accuracy
 PE1555;SPC ME E     -   131,430.      274,680.      MT  (+/- 180 meters Scaled)
 PE1555
 PE1555                          SUPERSEDED SURVEY CONTROL
 PE1555
 PE1555.No superseded survey control is available for this station.
 PE1555
 PE1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK142662(NAD 83)
 PE1555_MARKER: DB = BENCH MARK DISK
 PE1555_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PE1555_SP_SET: STAINLESS STEEL ROD
 PE1555_STAMPING: G 175 1978
 PE1555_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE1555
 PE1555  HISTORY     - Date     Condition        Report By
 PE1555  HISTORY     - 1978     MONUMENTED       NGS
 PE1555  HISTORY     - 1980     GOOD             USGS
 PE1555  HISTORY     - 19910606 MARK NOT FOUND   USPSQD
 PE1555
 PE1555                          STATION DESCRIPTION
 PE1555
 PE1555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PE1555'5.5 MI NW FROM BANGOR.
 PE1555'3.8 MILES NORTHWEST ALONG UNION STREET FROM ITS JUNCTION WITH U.S.
 PE1555'HIGHWAY 2, THENCE 1.5 MILES NORTHEAST ALONG DAVIS ROAD, THENCE 0.2
 PE1555'MILE NORTHWEST ALONG FINSON ROAD, 21 FT. SOUTHWEST OF THE CENTER
 PE1555'LINE OF FINSON ROAD, 91 FT. SOUTHEAST OF THE EXTENDED CENTER LINE OF
 PE1555'THE SOUTHERNMOST ONE OF TWO PAVED DRIVES LEADING NORTHEAST TO TOZIERS
 PE1555'MOBILE PARK, 3 FT. NORTHWEST OF POWER POLE 813-8150 WITH 2 GUY WIRES
 PE1555'AND POWER LINES LEADING NORTH, SOUTHEAST, SOUTHWEST, AND NORTHWEST,
 PE1555'THE DISK IS 5 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD
 PE1555'THROUGH A 4-INCH PLASTICE SCREW PLUG.
 PE1555
 PE1555                          STATION RECOVERY (1980)
 PE1555
 PE1555'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 PE1555'RECOVERED IN GOOD CONDITION.
 PE1555
 PE1555                          STATION RECOVERY (1991)
 PE1555
 PE1555'RECOVERY NOTE BY US POWER SQUADRON 1991 (ELG)
 PE1555'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1103 ***********************************************************************
 QG1103  DESIGNATION -  G 176
 QG1103  PID         -  QG1103
 QG1103  STATE/COUNTY-  ME/PENOBSCOT
 QG1103  USGS QUAD   -  BRADFORD (1983)
 QG1103
 QG1103                         *CURRENT SURVEY CONTROL
 QG1103  ___________________________________________________________________
 QG1103* NAD 83(1986)-  45 06 23.     (N)    068 57 29.     (W)     SCALED    
 QG1103* NAVD 88     -       138.777  (meters)     455.30   (feet)  ADJUSTED  
 QG1103  ___________________________________________________________________
 QG1103  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 QG1103  DYNAMIC HT  -         138.773 (meters)     455.29  (feet)  COMP
 QG1103  MODELED GRAV-     980,587.2   (mgal)                       NAVD 88
 QG1103
 QG1103  VERT ORDER  -  FIRST     CLASS II
 QG1103
 QG1103.The horizontal coordinates were scaled from a topographic map and have
 QG1103.an estimated accuracy of +/- 6 seconds.
 QG1103
 QG1103.The orthometric height was determined by differential leveling
 QG1103.and adjusted by the National Geodetic Survey in June 1991..
 QG1103
 QG1103.The geoid height was determined by GEOID03.
 QG1103
 QG1103.The dynamic height is computed by dividing the NAVD 88
 QG1103.geopotential number by the normal gravity value computed on the
 QG1103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1103.degrees latitude (g = 980.6199 gals.).
 QG1103
 QG1103.The modeled gravity was interpolated from observed gravity values.
 QG1103
 QG1103;                    North         East    Units  Estimated Accuracy
 QG1103;SPC ME E     -   160,070.      263,950.      MT  (+/- 180 meters Scaled)
 QG1103
 QG1103                          SUPERSEDED SURVEY CONTROL
 QG1103
 QG1103.No superseded survey control is available for this station.
 QG1103
 QG1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK033947(NAD 83)
 QG1103_MARKER: DB = BENCH MARK DISK
 QG1103_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QG1103_SP_SET: STAINLESS STEEL ROD
 QG1103_STAMPING: G 176 1978
 QG1103_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG1103
 QG1103  HISTORY     - Date     Condition        Report By
 QG1103  HISTORY     - 1978     MONUMENTED       NGS
 QG1103
 QG1103                          STATION DESCRIPTION
 QG1103
 QG1103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1103'7.65 MI SW FROM LAGRANGE.
 QG1103'6.9 MILES SOUTHWEST ALONG STATE HIGHWAY 155 FROM ITS JUNCTION WITH
 QG1103'STATE HIGHWAY 16, THENCE 0.75 MILE SOUTH ALONG STATE HIGHWAY 221,
 QG1103'22 FT. EAST OF THE CENTER LINE OF STATE HIGHWAY 221, 56 FT. SOUTH
 QG1103'OF THE CENTER LINE OF A GRAVEL DRIVE LEADING EAST TO A TWO STORY
 QG1103'WOOD FRAME HOUSE, 3 FT. NORTH OF POWER POLE 8 80. THE DISK IS 5 INCHES
 QG1103'BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW
 QG1103'PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0973 ***********************************************************************
 QG0973  DESIGNATION -  G 177
 QG0973  PID         -  QG0973
 QG0973  STATE/COUNTY-  ME/PISCATAQUIS
 QG0973  USGS QUAD   -  SOUTH SEBEC (1983)
 QG0973
 QG0973                         *CURRENT SURVEY CONTROL
 QG0973  ___________________________________________________________________
 QG0973* NAD 83(1986)-  45 13 37.     (N)    069 06 59.     (W)     SCALED    
 QG0973* NAVD 88     -       144.861  (meters)     475.26   (feet)  ADJUSTED  
 QG0973  ___________________________________________________________________
 QG0973  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 QG0973  DYNAMIC HT  -         144.857 (meters)     475.25  (feet)  COMP
 QG0973  MODELED GRAV-     980,587.8   (mgal)                       NAVD 88
 QG0973
 QG0973  VERT ORDER  -  FIRST     CLASS II
 QG0973
 QG0973.The horizontal coordinates were scaled from a topographic map and have
 QG0973.an estimated accuracy of +/- 6 seconds.
 QG0973
 QG0973.The orthometric height was determined by differential leveling
 QG0973.and adjusted by the National Geodetic Survey in June 1991..
 QG0973
 QG0973.The geoid height was determined by GEOID03.
 QG0973
 QG0973.The dynamic height is computed by dividing the NAVD 88
 QG0973.geopotential number by the normal gravity value computed on the
 QG0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0973.degrees latitude (g = 980.6199 gals.).
 QG0973
 QG0973.The modeled gravity was interpolated from observed gravity values.
 QG0973
 QG0973;                    North         East    Units  Estimated Accuracy
 QG0973;SPC ME E     -   173,550.      251,600.      MT  (+/- 180 meters Scaled)
 QG0973
 QG0973                          SUPERSEDED SURVEY CONTROL
 QG0973
 QG0973.No superseded survey control is available for this station.
 QG0973
 QG0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL908081(NAD 83)
 QG0973_MARKER: DB = BENCH MARK DISK
 QG0973_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QG0973_SP_SET: STAINLESS STEEL ROD
 QG0973_STAMPING: G 177 1978
 QG0973_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG0973
 QG0973  HISTORY     - Date     Condition        Report By
 QG0973  HISTORY     - 1978     MONUMENTED       NGS
 QG0973
 QG0973                          STATION DESCRIPTION
 QG0973
 QG0973'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG0973'6.5 MI NE FROM DOVER FOXCROFT.
 QG0973'6.5 MILES NORTHEAST ALONG STATE HIGHWAY 6 FROM ITS JUNCTION WITH
 QG0973'STATE HIGHWAY 15, 45.0 FT. NORTH OF THE CENTER LINE OR THE HIGHWAY,
 QG0973'0.15 MILE WEST OF LADD ROAD, 3 FT. WEST OF POWER POLE 148, NORTH
 QG0973'ACROSS THE HIGHWAY FROM A CEMETARY, ALSO 6.7 MILES WEST ALONG STATE
 QG0973'HIGHWAY 6 FROM ITS JUNCTION WITH STATE HIGHWAY 11 AT ELM STREET
 QG0973'IN MILO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1004 ***********************************************************************
 QG1004  DESIGNATION -  G 178
 QG1004  PID         -  QG1004
 QG1004  STATE/COUNTY-  ME/PISCATAQUIS
 QG1004  USGS QUAD   -  GUILFORD (1984)
 QG1004
 QG1004                         *CURRENT SURVEY CONTROL
 QG1004  ___________________________________________________________________
 QG1004* NAD 83(1986)-  45 10 13.     (N)    069 25 24.     (W)     SCALED    
 QG1004* NAVD 88     -       123.899  (meters)     406.49   (feet)  ADJUSTED  
 QG1004  ___________________________________________________________________
 QG1004  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 QG1004  DYNAMIC HT  -         123.895 (meters)     406.48  (feet)  COMP
 QG1004  MODELED GRAV-     980,581.3   (mgal)                       NAVD 88
 QG1004
 QG1004  VERT ORDER  -  FIRST     CLASS II
 QG1004
 QG1004.The horizontal coordinates were scaled from a topographic map and have
 QG1004.an estimated accuracy of +/- 6 seconds.
 QG1004
 QG1004.The orthometric height was determined by differential leveling
 QG1004.and adjusted by the National Geodetic Survey in June 1991..
 QG1004
 QG1004.The geoid height was determined by GEOID03.
 QG1004
 QG1004.The dynamic height is computed by dividing the NAVD 88
 QG1004.geopotential number by the normal gravity value computed on the
 QG1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1004.degrees latitude (g = 980.6199 gals.).
 QG1004
 QG1004.The modeled gravity was interpolated from observed gravity values.
 QG1004
 QG1004;                    North         East    Units  Estimated Accuracy
 QG1004;SPC ME E     -   167,480.      227,420.      MT  (+/- 180 meters Scaled)
 QG1004
 QG1004                          SUPERSEDED SURVEY CONTROL
 QG1004
 QG1004.No superseded survey control is available for this station.
 QG1004
 QG1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL667019(NAD 83)
 QG1004_MARKER: DB = BENCH MARK DISK
 QG1004_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QG1004_SP_SET: STAINLESS STEEL ROD
 QG1004_STAMPING: G 178 1978
 QG1004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG1004
 QG1004  HISTORY     - Date     Condition        Report By
 QG1004  HISTORY     - 1978     MONUMENTED       NGS
 QG1004
 QG1004                          STATION DESCRIPTION
 QG1004
 QG1004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1004'2.0 MI WEST FROM GUILFORD.
 QG1004'2.0 MILES WEST ALONG STATE HIGHWAY 6 FROM THE GUILFORD MEMORIAL
 QG1004'BRIDGE OVER THE PISCATAQUIS RIVER, 29.6 FT NORTH OF THE CENTER LINE
 QG1004'OF THE HIGHWAY, 103.2 FT SOUTHEAST OF THE SOUTHEAST CORNER OF A
 QG1004'TWO STORY WOOD FRAME HOUSE BELONGING TO C. LOVELL, 32.5 FT EAST OF
 QG1004'THE CENTER LINE OF THE EAST ENTRANCE OF A CIRCULAR DRIVE LEADING
 QG1004'NORTH, 3.1 FT NORTH OF POWER POLE 62 59 WITH ONE TRANSFORMER AND
 QG1004'ONE GUY WIRE TO THE GROUND AND ONE GUY WIRE LEADING ACROSS THE
 QG1004'HIGHWAY, ALSO 1.9 MILES SOUTHEAST ALONG STATE HIGHWAY 6 FROM ITS
 QG1004'JUNCTION WITH STATE HIGHWAY 16 IN ABBOT VILLAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1477 ***********************************************************************
 QG1477  DESIGNATION -  G 179 RESET
 QG1477  PID         -  QG1477
 QG1477  STATE/COUNTY-  ME/PISCATAQUIS
 QG1477  USGS QUAD   -  MONSON WEST (1989)
 QG1477
 QG1477                         *CURRENT SURVEY CONTROL
 QG1477  ___________________________________________________________________
 QG1477* NAD 83(1986)-  45 20 46.     (N)    069 34 44.     (W)     SCALED    
 QG1477* NAVD 88     -       419.29   (meters)    1375.6    (feet)  RESET     
 QG1477  ___________________________________________________________________
 QG1477  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 QG1477
 QG1477  VERT ORDER  -  THIRD
 QG1477
 QG1477.The horizontal coordinates were scaled from a topographic map and have
 QG1477.an estimated accuracy of +/- 6 seconds.
 QG1477
 QG1477.The orthometric height was computed from unverified reset data.
 QG1477.No vertical observational check was made to the station.
 QG1477
 QG1477.The geoid height was determined by GEOID03.
 QG1477
 QG1477;                    North         East    Units  Estimated Accuracy
 QG1477;SPC ME E     -   187,170.      215,460.      MT  (+/- 180 meters Scaled)
 QG1477
 QG1477                          SUPERSEDED SURVEY CONTROL
 QG1477
 QG1477.No superseded survey control is available for this station.
 QG1477
 QG1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL546215(NAD 83)
 QG1477_MARKER: DV = VERTICAL CONTROL DISK
 QG1477_SETTING: 66 = SET IN ROCK OUTCROP
 QG1477_SP_SET: ROCK LEDGE
 QG1477_STAMPING: G 179 RESET 1989
 QG1477_MARK LOGO: NGS   
 QG1477_MAGNETIC: N = NO MAGNETIC MATERIAL
 QG1477_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG1477+STABILITY: POSITION/ELEVATION WELL
 QG1477
 QG1477  HISTORY     - Date     Condition        Report By
 QG1477  HISTORY     - 1989     MONUMENTED       MEDT
 QG1477
 QG1477                          STATION DESCRIPTION
 QG1477
 QG1477'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1989
 QG1477'0.95 MILE (1.53 KM) NORTHERLY ALONG STATE ROUTES 15 AND 6 FROM THE
 QG1477'SHIRLEY/MONSON TOWNLINE IN SHIRLEY, IN LEDGE, FLUSH WITH THE GROUND
 QG1477'SURFACE, 62.4 FEET (19.0 M) SOUTH-SOUTHWEST OF UTILITY POLE NO.
 QG1477'873/21, 28.0 FEET (8.5 M) NORTHEAST OF A 12 INCH BIRCH TREE, 20.5
 QG1477'FEET (6.2 M) NORTH-NORTHEAST OF A 8 INCH MAPLE TREE, 75.7 FEET
 QG1477'(23.1 M) NORTHWEST ALONG ROUTE 6 FROM A 4 BY 4 INCH POST, AND 32.5
 QG1477'FEET (9.9 M) SOUTHWEST OF THE CENTER OF ROUTE 6.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0890 ***********************************************************************
 PE0890  DESIGNATION -  G 18
 PE0890  PID         -  PE0890
 PE0890  STATE/COUNTY-  ME/KNOX
 PE0890  USGS QUAD   -  CAMDEN (1991)
 PE0890
 PE0890                         *CURRENT SURVEY CONTROL
 PE0890  ___________________________________________________________________
 PE0890* NAD 83(1986)-  44 09 28.     (N)    069 05 06.     (W)     SCALED    
 PE0890* NAVD 88     -        33.864  (meters)     111.10   (feet)  ADJUSTED  
 PE0890  ___________________________________________________________________
 PE0890  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 PE0890  DYNAMIC HT  -          33.861 (meters)     111.09  (feet)  COMP
 PE0890  MODELED GRAV-     980,524.3   (mgal)                       NAVD 88
 PE0890
 PE0890  VERT ORDER  -  SECOND    CLASS 0
 PE0890
 PE0890.The horizontal coordinates were scaled from a topographic map and have
 PE0890.an estimated accuracy of +/- 6 seconds.
 PE0890
 PE0890.The orthometric height was determined by differential leveling
 PE0890.and adjusted by the National Geodetic Survey in June 1991..
 PE0890
 PE0890.The geoid height was determined by GEOID03.
 PE0890
 PE0890.The dynamic height is computed by dividing the NAVD 88
 PE0890.geopotential number by the normal gravity value computed on the
 PE0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0890.degrees latitude (g = 980.6199 gals.).
 PE0890
 PE0890.The modeled gravity was interpolated from observed gravity values.
 PE0890
 PE0890;                    North         East    Units  Estimated Accuracy
 PE0890;SPC ME E     -    54,730.      253,210.      MT  (+/- 180 meters Scaled)
 PE0890
 PE0890                          SUPERSEDED SURVEY CONTROL
 PE0890
 PE0890  NGVD 29 (??/??/92)   34.074  (m)          111.79   (f) ADJ UNCH    2 0
 PE0890
 PE0890.Superseded values are not recommended for survey control.
 PE0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0890.See file dsdata.txt to determine how the superseded data were derived.
 PE0890
 PE0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ932894(NAD 83)
 PE0890_MARKER: DB = BENCH MARK DISK
 PE0890_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE0890_SP_SET: CULVERT
 PE0890_STAMPING: G-18 1933
 PE0890_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE0890
 PE0890  HISTORY     - Date     Condition        Report By
 PE0890  HISTORY     - 1933     MONUMENTED       CGS
 PE0890  HISTORY     - 1953     GOOD             NGS
 PE0890  HISTORY     - 19910606 MARK NOT FOUND   USPSQD
 PE0890
 PE0890                          STATION DESCRIPTION
 PE0890
 PE0890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 PE0890'2.3 MI SW FROM ROCKPORT.
 PE0890'2.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM ROCKPORT, KNOX
 PE0890'COUNTY, AT A 3- BY 5-FOOT CONCRETE-BOX CULVERT ON VARNAH BROOK,
 PE0890'IN THE TOP OF THE NORTH END OF THE EAST HEADWALL, 30 FEET EAST
 PE0890'OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.
 PE0890
 PE0890                          STATION RECOVERY (1991)
 PE0890
 PE0890'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 PE0890'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1060 ***********************************************************************
 QG1060  DESIGNATION -  G 180
 QG1060  PID         -  QG1060
 QG1060  STATE/COUNTY-  ME/PISCATAQUIS
 QG1060  USGS QUAD   -  MOOSEHEAD (1989)
 QG1060
 QG1060                         *CURRENT SURVEY CONTROL
 QG1060  ___________________________________________________________________
 QG1060* NAD 83(1986)-  45 34 29.     (N)    069 42 22.     (W)     SCALED    
 QG1060* NAVD 88     -       348.462  (meters)    1143.25   (feet)  ADJUSTED  
 QG1060  ___________________________________________________________________
 QG1060  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 QG1060  DYNAMIC HT  -         348.454 (meters)    1143.22  (feet)  COMP
 QG1060  MODELED GRAV-     980,581.9   (mgal)                       NAVD 88
 QG1060
 QG1060  VERT ORDER  -  FIRST     CLASS II
 QG1060
 QG1060.The horizontal coordinates were scaled from a topographic map and have
 QG1060.an estimated accuracy of +/- 6 seconds.
 QG1060
 QG1060.The orthometric height was determined by differential leveling
 QG1060.and adjusted by the National Geodetic Survey in June 1991..
 QG1060
 QG1060.The geoid height was determined by GEOID03.
 QG1060
 QG1060.The dynamic height is computed by dividing the NAVD 88
 QG1060.geopotential number by the normal gravity value computed on the
 QG1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1060.degrees latitude (g = 980.6199 gals.).
 QG1060
 QG1060.The modeled gravity was interpolated from observed gravity values.
 QG1060
 QG1060;                    North         East    Units  Estimated Accuracy
 QG1060;SPC ME E     -   212,720.      205,870.      MT  (+/- 180 meters Scaled)
 QG1060
 QG1060                          SUPERSEDED SURVEY CONTROL
 QG1060
 QG1060.No superseded survey control is available for this station.
 QG1060
 QG1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL449470(NAD 83)
 QG1060_MARKER: DB = BENCH MARK DISK
 QG1060_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QG1060_SP_SET: STAINLESS STEEL ROD
 QG1060_STAMPING: G 180 1978
 QG1060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG1060
 QG1060  HISTORY     - Date     Condition        Report By
 QG1060  HISTORY     - 1978     MONUMENTED       NGS
 QG1060  HISTORY     - 19860908 MARK NOT FOUND   USPSQD
 QG1060
 QG1060                          STATION DESCRIPTION
 QG1060
 QG1060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1060'7.75 MI SOUTH FROM ROCKWOOD.
 QG1060'0.25 MILE SOUTHWEST ALONG LAKE STREET FROM THE ROCKWOOD POST OFFICE,
 QG1060'THENCE 7.5 MILES SOUTH ALONG STATE HIGHWAY 6 , 23.5 FT NORTHEAST
 QG1060'OF THE CENTER LINE OF THE HIGHWAY, 80 YARDS NORTHWEST OF THE CREST
 QG1060'OF A HILL, 2.6 FT NORTHWEST OF POWER POLE 307, ALSO 0.9 MILE SOUTH
 QG1060'ALONG STATE HIGHWAY 6 FROM THE SOUTH END OF A BRIDGE OVER THE
 QG1060'KENNEBEC RIVER AT MOOSEHEAD.
 QG1060
 QG1060                          STATION RECOVERY (1986)
 QG1060
 QG1060'RECOVERY NOTE BY US POWER SQUADRON 1986 (DVH)
 QG1060'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0038 ***********************************************************************
 QH0038  DESIGNATION -  G 181
 QH0038  PID         -  QH0038
 QH0038  STATE/COUNTY-  ME/SOMERSET
 QH0038  USGS QUAD   -  LONG POND (1989)
 QH0038
 QH0038                         *CURRENT SURVEY CONTROL
 QH0038  ___________________________________________________________________
 QH0038* NAD 83(1986)-  45 36 14.     (N)    070 00 20.     (W)     SCALED    
 QH0038* NAVD 88     -       397.586  (meters)    1304.41   (feet)  ADJUSTED  
 QH0038  ___________________________________________________________________
 QH0038  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 QH0038  DYNAMIC HT  -         397.573 (meters)    1304.37  (feet)  COMP
 QH0038  MODELED GRAV-     980,570.8   (mgal)                       NAVD 88
 QH0038
 QH0038  VERT ORDER  -  FIRST     CLASS II
 QH0038
 QH0038.The horizontal coordinates were scaled from a topographic map and have
 QH0038.an estimated accuracy of +/- 6 seconds.
 QH0038
 QH0038.The orthometric height was determined by differential leveling
 QH0038.and adjusted by the National Geodetic Survey in June 1991..
 QH0038
 QH0038.The geoid height was determined by GEOID03.
 QH0038
 QH0038.The dynamic height is computed by dividing the NAVD 88
 QH0038.geopotential number by the normal gravity value computed on the
 QH0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QH0038.degrees latitude (g = 980.6199 gals.).
 QH0038
 QH0038.The modeled gravity was interpolated from observed gravity values.
 QH0038
 QH0038;                    North         East    Units  Estimated Accuracy
 QH0038;SPC ME W     -   307,860.      912,570.      MT  (+/- 180 meters Scaled)
 QH0038
 QH0038                          SUPERSEDED SURVEY CONTROL
 QH0038
 QH0038.No superseded survey control is available for this station.
 QH0038
 QH0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL215505(NAD 83)
 QH0038_MARKER: DB = BENCH MARK DISK
 QH0038_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QH0038_SP_SET: STAINLESS STEEL ROD
 QH0038_STAMPING: G 181
 QH0038_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QH0038
 QH0038  HISTORY     - Date     Condition        Report By
 QH0038  HISTORY     - 1978     MONUMENTED       NGS
 QH0038
 QH0038                          STATION DESCRIPTION
 QH0038
 QH0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QH0038'13.35 MI EAST FROM JACKMAN.
 QH0038'0.5 MILES SOUTH ALONG STATE HIGHWAY 6 FROM ITS JUNCTION WITH THE
 QH0038'CANADIAN PACIFIC RAILROAD, AT JACKMAN THENCE 12.85 MILES EAST ALONG
 QH0038'STATE HIGHWAY 6, 40.8 FT. SOUTH-SOUTHWEST OF THE CENTER LINE OF
 QH0038'THE HIGHWAY, 0.45 MILES WEST OF THE LONG POND TOWN LINE, 42.0 FT.
 QH0038'EAST-SOUTHEAST OF THE CENTER LINE OF THE GRAVEL ROAD, 18.7 FT.
 QH0038'NORTH-NORTHEAST OF A TRIANGULAR BLAZED TREE 0.9 FT. IN DIAMETER,
 QH0038'8.1 FT. NORTH-NORTHWEST OF A TRIANGULAR BLAZED TREE 0.9 FT. IN
 QH0038'DIAMETER, 7.4 FT. EAST OF A TRIANGLE BLAZED TREE 1.0 FT. IN DIAMETER,
 QH0038'THE DISC IS 2-INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH
 QH0038'A 4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0059 ***********************************************************************
 QH0059  DESIGNATION -  G 182
 QH0059  PID         -  QH0059
 QH0059  STATE/COUNTY-  ME/SOMERSET
 QH0059  USGS QUAD   -  JACKMAN (1989)
 QH0059
 QH0059                         *CURRENT SURVEY CONTROL
 QH0059  ___________________________________________________________________
 QH0059* NAD 83(1986)-  45 38 12.     (N)    070 15 45.     (W)     SCALED    
 QH0059* NAVD 88     -       357.442  (meters)    1172.71   (feet)  ADJUSTED  
 QH0059  ___________________________________________________________________
 QH0059  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 QH0059  DYNAMIC HT  -         357.426 (meters)    1172.66  (feet)  COMP
 QH0059  MODELED GRAV-     980,560.4   (mgal)                       NAVD 88
 QH0059
 QH0059  VERT ORDER  -  FIRST     CLASS II
 QH0059
 QH0059.The horizontal coordinates were scaled from a topographic map and have
 QH0059.an estimated accuracy of +/- 6 seconds.
 QH0059
 QH0059.The orthometric height was determined by differential leveling
 QH0059.and adjusted by the National Geodetic Survey in June 1991..
 QH0059
 QH0059.The geoid height was determined by GEOID03.
 QH0059
 QH0059.The dynamic height is computed by dividing the NAVD 88
 QH0059.geopotential number by the normal gravity value computed on the
 QH0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QH0059.degrees latitude (g = 980.6199 gals.).
 QH0059
 QH0059.The modeled gravity was interpolated from observed gravity values.
 QH0059
 QH0059;                    North         East    Units  Estimated Accuracy
 QH0059;SPC ME W     -   311,490.      892,530.      MT  (+/- 180 meters Scaled)
 QH0059
 QH0059                          SUPERSEDED SURVEY CONTROL
 QH0059
 QH0059.No superseded survey control is available for this station.
 QH0059
 QH0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL016544(NAD 83)
 QH0059_MARKER: DB = BENCH MARK DISK
 QH0059_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QH0059_SP_SET: CONCRETE ABUTMENT
 QH0059_STAMPING: G 182 1978
 QH0059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QH0059
 QH0059  HISTORY     - Date     Condition        Report By
 QH0059  HISTORY     - 1978     MONUMENTED       NGS
 QH0059  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 QH0059
 QH0059                          STATION DESCRIPTION
 QH0059
 QH0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QH0059'1.1 MI NW FROM JACKMAN.
 QH0059'1.1 MILES NORTHWEST ALONG STATE HIGHWAY 6 FROM ITS JUNCTION WITH THE
 QH0059'CANADIAN PACIFIC RAILROAD, 19.2 FT. EAST OF THE CENTER LINE OF THE
 QH0059'HIGHWAY, 43.8 FT. NORTH OF POWER POLE 272 8 18 WITH ONE GUY WIRE,
 QH0059'18.8 FT. NORTHWEST OF THE SOUTHEAST END OF THE SOUTHEAST WINGWALL,
 QH0059'SET IN TOP OF THE EAST END OF THE SOUTH ABUTMENT OF A BRIDGE OVER THE
 QH0059'MOOSE RIVER.
 QH0059
 QH0059                          STATION RECOVERY (1986)
 QH0059
 QH0059'RECOVERY NOTE BY US POWER SQUADRON 1986 (JHS)
 QH0059'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1130 ***********************************************************************
 QG1130  DESIGNATION -  G 183
 QG1130  PID         -  QG1130
 QG1130  STATE/COUNTY-  ME/PISCATAQUIS
 QG1130  USGS QUAD   -  HARDY POND (1988)
 QG1130
 QG1130                         *CURRENT SURVEY CONTROL
 QG1130  ___________________________________________________________________
 QG1130* NAD 83(1986)-  45 15 44.     (N)    068 52 22.     (W)     SCALED    
 QG1130* NAVD 88     -        88.995  (meters)     291.98   (feet)  ADJUSTED  
 QG1130  ___________________________________________________________________
 QG1130  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 QG1130  DYNAMIC HT  -          88.994 (meters)     291.97  (feet)  COMP
 QG1130  MODELED GRAV-     980,603.5   (mgal)                       NAVD 88
 QG1130
 QG1130  VERT ORDER  -  FIRST     CLASS II
 QG1130
 QG1130.The horizontal coordinates were scaled from a topographic map and have
 QG1130.an estimated accuracy of +/- 6 seconds.
 QG1130
 QG1130.The orthometric height was determined by differential leveling
 QG1130.and adjusted by the National Geodetic Survey in June 1991..
 QG1130
 QG1130.The geoid height was determined by GEOID03.
 QG1130
 QG1130.The dynamic height is computed by dividing the NAVD 88
 QG1130.geopotential number by the normal gravity value computed on the
 QG1130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1130.degrees latitude (g = 980.6199 gals.).
 QG1130
 QG1130.The modeled gravity was interpolated from observed gravity values.
 QG1130
 QG1130;                    North         East    Units  Estimated Accuracy
 QG1130;SPC ME E     -   177,350.      270,750.      MT  (+/- 180 meters Scaled)
 QG1130
 QG1130                          SUPERSEDED SURVEY CONTROL
 QG1130
 QG1130.No superseded survey control is available for this station.
 QG1130
 QG1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL099120(NAD 83)
 QG1130_MARKER: DB = BENCH MARK DISK
 QG1130_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QG1130_SP_SET: STAINLESS STEEL ROD
 QG1130_STAMPING: G 183 1978
 QG1130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG1130
 QG1130  HISTORY     - Date     Condition        Report By
 QG1130  HISTORY     - 1978     MONUMENTED       NGS
 QG1130
 QG1130                          STATION DESCRIPTION
 QG1130
 QG1130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1130'6.4 MI EAST FROM MILO.
 QG1130'6.35 MILES EAST ALONG OLD STATE HIGHWAY 16 FROM THE POST OFFICE AT
 QG1130'MILO, 61.0 FT. SOUTHWEST OF AND ACROSS THE HIGHWAY FROM A 4 BY 4-INCH
 QG1130'WOOD BOUNDARY POST G. LADD LOT 51 1976, FTH DISK IS 4-INCHES BELOW THE
 QG1130'GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1160 ***********************************************************************
 QG1160  DESIGNATION -  G 184
 QG1160  PID         -  QG1160
 QG1160  STATE/COUNTY-  ME/PENOBSCOT
 QG1160  USGS QUAD   -  NINE MEADOW RIDGE (1988)
 QG1160
 QG1160                         *CURRENT SURVEY CONTROL
 QG1160  ___________________________________________________________________
 QG1160* NAD 83(1986)-  45 23 37.     (N)    068 31 08.     (W)     SCALED    
 QG1160* NAVD 88     -        59.044  (meters)     193.71   (feet)  ADJUSTED  
 QG1160  ___________________________________________________________________
 QG1160  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 QG1160  DYNAMIC HT  -          59.045 (meters)     193.72  (feet)  COMP
 QG1160  MODELED GRAV-     980,624.5   (mgal)                       NAVD 88
 QG1160
 QG1160  VERT ORDER  -  FIRST     CLASS II
 QG1160
 QG1160.The horizontal coordinates were scaled from a topographic map and have
 QG1160.an estimated accuracy of +/- 6 seconds.
 QG1160
 QG1160.The orthometric height was determined by differential leveling
 QG1160.and adjusted by the National Geodetic Survey in June 1991..
 QG1160
 QG1160.The geoid height was determined by GEOID03.
 QG1160
 QG1160.The dynamic height is computed by dividing the NAVD 88
 QG1160.geopotential number by the normal gravity value computed on the
 QG1160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1160.degrees latitude (g = 980.6199 gals.).
 QG1160
 QG1160.The modeled gravity was interpolated from observed gravity values.
 QG1160
 QG1160;                    North         East    Units  Estimated Accuracy
 QG1160;SPC ME E     -   191,880.      298,520.      MT  (+/- 180 meters Scaled)
 QG1160
 QG1160                          SUPERSEDED SURVEY CONTROL
 QG1160
 QG1160.No superseded survey control is available for this station.
 QG1160
 QG1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL376267(NAD 83)
 QG1160_MARKER: DB = BENCH MARK DISK
 QG1160_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QG1160_SP_SET: BRIDGE ABUTMENT
 QG1160_STAMPING: G 184 1978
 QG1160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG1160
 QG1160  HISTORY     - Date     Condition        Report By
 QG1160  HISTORY     - 1978     MONUMENTED       NGS
 QG1160
 QG1160                          STATION DESCRIPTION
 QG1160
 QG1160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1160'9.5 MI SE FROM WINN.
 QG1160'5.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 2 FROM THE POST OFFICE AT
 QG1160'WINN, TO A T-JUNCTION OF A PAVED ROAD LEADING NORTHWEST FROM THE
 QG1160'HIGHWAY, THENCE 0.4 MILES NORTHWEST ALONG THE PAVED ROAD ACROSS THE
 QG1160'PENOBSCOT RIVER TO A T-JUNCTION OF A PAVED ROAD LEADING NORTHEAST
 QG1160'AND SOUTHWEST, THENCE 0.5 MILES SOUTHWEST ALONG THE PAVED ROAD TO A
 QG1160'T-JUNCTION WITH STATE HIGHWAY 116 LEADING NORTHWEST AND SOUTHWEST,
 QG1160'THENCE 3.3 MILES SOUTHWEST ALONG STATE HIGHWAY 116, 16.3 FT. NORTH-
 QG1160'WEST OF THE CENTER LINE OF THE HIGHWAY, DISK IS SET IN TOP OF THE
 QG1160'SOUTHWEST ABUTMENT OF A CONCRETE BRIDGE BUILT ON BEDROCK ACROSS
 QG1160'THE MEDUNKEUNK STREAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0062 ***********************************************************************
 SF0062  DESIGNATION -  G 185
 SF0062  PID         -  SF0062
 SF0062  STATE/COUNTY-  ME/AROOSTOOK
 SF0062  USGS QUAD   -  EAGLE LAKE (1985)
 SF0062
 SF0062                         *CURRENT SURVEY CONTROL
 SF0062  ___________________________________________________________________
 SF0062* NAD 83(1986)-  47 00 14.     (N)    068 35 36.     (W)     SCALED    
 SF0062* NAVD 88     -       202.355  (meters)     663.89   (feet)  ADJUSTED  
 SF0062  ___________________________________________________________________
 SF0062  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 SF0062  DYNAMIC HT  -         202.379 (meters)     663.97  (feet)  COMP
 SF0062  MODELED GRAV-     980,730.6   (mgal)                       NAVD 88
 SF0062
 SF0062  VERT ORDER  -  FIRST     CLASS II
 SF0062
 SF0062.The horizontal coordinates were scaled from a topographic map and have
 SF0062.an estimated accuracy of +/- 6 seconds.
 SF0062
 SF0062.The orthometric height was determined by differential leveling
 SF0062.and adjusted by the National Geodetic Survey in June 1991..
 SF0062
 SF0062.The geoid height was determined by GEOID03.
 SF0062
 SF0062.The dynamic height is computed by dividing the NAVD 88
 SF0062.geopotential number by the normal gravity value computed on the
 SF0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0062.degrees latitude (g = 980.6199 gals.).
 SF0062
 SF0062.The modeled gravity was interpolated from observed gravity values.
 SF0062
 SF0062;                    North         East    Units  Estimated Accuracy
 SF0062;SPC ME E     -   370,860.      292,900.      MT  (+/- 180 meters Scaled)
 SF0062
 SF0062                          SUPERSEDED SURVEY CONTROL
 SF0062
 SF0062.No superseded survey control is available for this station.
 SF0062
 SF0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN309056(NAD 83)
 SF0062_MARKER: DB = BENCH MARK DISK
 SF0062_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SF0062_SP_SET: STAINLESS STEEL ROD
 SF0062_STAMPING: G 185 1978
 SF0062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SF0062
 SF0062  HISTORY     - Date     Condition        Report By
 SF0062  HISTORY     - 1978     MONUMENTED       NGS
 SF0062
 SF0062                          STATION DESCRIPTION
 SF0062
 SF0062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 SF0062'1.9 MI SOUTH FROM EAGLE LAKE.
 SF0062'1.9 MILES SOUTH ALONG STATE HIGHWAY 11 FROM ST. MARYS CHURCH AT
 SF0062'EAGLE LAKE, 0.65 MILES SOUTH OF A CONCRETE BRIDGE OVER FISH RIVER,
 SF0062'OPPOSITE A SMALL ONE STORY HOUSE WITH A BRICK VENEER, AT THE NORTH-
 SF0062'WEST CORNER OF THE LOT OF A MOBILE HOME, 33.9 FT. EAST OF THE CENTER
 SF0062'LINE OF THE HIGHWAY, 278.0 FT. SOUTH OF THE CENTER LINE OF A DIRT
 SF0062'ROAD LEADING EAST 80.5 FT. NORTHWEST OF THE NORTHWEST CORNER OF THE
 SF0062'MOBILE HOME, 2.3 FT. EAST OF POWER POLE 68 WITH A GUY WIRE, THE
 SF0062'DISK IS 2-INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A
 SF0062'4-INCH PLASTIC SCREW PLUG FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0468 ***********************************************************************
 RF0468  DESIGNATION -  G 186
 RF0468  PID         -  RF0468
 RF0468  STATE/COUNTY-  ME/AROOSTOOK
 RF0468  USGS QUAD   -  PORTAGE LAKE EAST (1986)
 RF0468
 RF0468                         *CURRENT SURVEY CONTROL
 RF0468  ___________________________________________________________________
 RF0468* NAD 83(1986)-  46 47 12.     (N)    068 28 24.     (W)     SCALED    
 RF0468* NAVD 88     -       241.968  (meters)     793.86   (feet)  ADJUSTED  
 RF0468  ___________________________________________________________________
 RF0468  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 RF0468  DYNAMIC HT  -         241.994 (meters)     793.94  (feet)  COMP
 RF0468  MODELED GRAV-     980,717.2   (mgal)                       NAVD 88
 RF0468
 RF0468  VERT ORDER  -  FIRST     CLASS II
 RF0468
 RF0468.The horizontal coordinates were scaled from a topographic map and have
 RF0468.an estimated accuracy of +/- 6 seconds.
 RF0468
 RF0468.The orthometric height was determined by differential leveling
 RF0468.and adjusted by the National Geodetic Survey in June 1991..
 RF0468
 RF0468.The geoid height was determined by GEOID03.
 RF0468
 RF0468.The dynamic height is computed by dividing the NAVD 88
 RF0468.geopotential number by the normal gravity value computed on the
 RF0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0468.degrees latitude (g = 980.6199 gals.).
 RF0468
 RF0468.The modeled gravity was interpolated from observed gravity values.
 RF0468
 RF0468;                    North         East    Units  Estimated Accuracy
 RF0468;SPC ME E     -   346,710.      302,040.      MT  (+/- 180 meters Scaled)
 RF0468
 RF0468                          SUPERSEDED SURVEY CONTROL
 RF0468
 RF0468.No superseded survey control is available for this station.
 RF0468
 RF0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM401815(NAD 83)
 RF0468_MARKER: DB = BENCH MARK DISK
 RF0468_SETTING: 66 = SET IN ROCK OUTCROP
 RF0468_SP_SET: LEDGE
 RF0468_STAMPING: G 186 1978
 RF0468_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0468+STABILITY: POSITION/ELEVATION WELL
 RF0468
 RF0468  HISTORY     - Date     Condition        Report By
 RF0468  HISTORY     - 1978     MONUMENTED       NGS
 RF0468
 RF0468                          STATION DESCRIPTION
 RF0468
 RF0468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0468'2.1 MI NORTH FROM PORTAGE.
 RF0468'2.1 MILES NORTHEAST ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT
 RF0468'PORTAGE, ON THE OUTSIDE OF A CURVE, IN THE TOP OF A LOW ROUNDED
 RF0468'MASSIVE ROCK LEDGE, 39.1 FT. SOUTHWEST OF THE CENTER LINE OF THE
 RF0468'HIGHWAY, 49.1 FT. NORTHWEST OF GUY POLE 270S, 20.7 FT. SOUTH OF A 4
 RF0468'INCH SCOTCH PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0550 ***********************************************************************
 RF0550  DESIGNATION -  G 187
 RF0550  PID         -  RF0550
 RF0550  STATE/COUNTY-  ME/AROOSTOOK
 RF0550  USGS QUAD   -  SQUA PAN (1986)
 RF0550
 RF0550                         *CURRENT SURVEY CONTROL
 RF0550  ___________________________________________________________________
 RF0550* NAD 83(1986)-  46 34 36.     (N)    068 22 52.     (W)     SCALED    
 RF0550* NAVD 88     -       191.338  (meters)     627.75   (feet)  ADJUSTED  
 RF0550  ___________________________________________________________________
 RF0550  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 RF0550  DYNAMIC HT  -         191.356 (meters)     627.81  (feet)  COMP
 RF0550  MODELED GRAV-     980,703.9   (mgal)                       NAVD 88
 RF0550
 RF0550  VERT ORDER  -  FIRST     CLASS II
 RF0550
 RF0550.The horizontal coordinates were scaled from a topographic map and have
 RF0550.an estimated accuracy of +/- 6 seconds.
 RF0550
 RF0550.The orthometric height was determined by differential leveling
 RF0550.and adjusted by the National Geodetic Survey in June 1991..
 RF0550
 RF0550.The geoid height was determined by GEOID03.
 RF0550
 RF0550.The dynamic height is computed by dividing the NAVD 88
 RF0550.geopotential number by the normal gravity value computed on the
 RF0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0550.degrees latitude (g = 980.6199 gals.).
 RF0550
 RF0550.The modeled gravity was interpolated from observed gravity values.
 RF0550
 RF0550;                    North         East    Units  Estimated Accuracy
 RF0550;SPC ME E     -   323,380.      309,110.      MT  (+/- 180 meters Scaled)
 RF0550
 RF0550                          SUPERSEDED SURVEY CONTROL
 RF0550
 RF0550.No superseded survey control is available for this station.
 RF0550
 RF0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM474583(NAD 83)
 RF0550_MARKER: DB = BENCH MARK DISK
 RF0550_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RF0550_SP_SET: STAINLESS STEEL ROD
 RF0550_STAMPING: G 187 1978
 RF0550_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0550
 RF0550  HISTORY     - Date     Condition        Report By
 RF0550  HISTORY     - 1978     MONUMENTED       NGS
 RF0550
 RF0550                          STATION DESCRIPTION
 RF0550
 RF0550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0550'3.9 MI SOUTH FROM ASHALND.
 RF0550'3.9 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT
 RF0550'ASHLAND, 0.3 MILE SOUTH OF THE APOSTOLIC CHURCH, 29.9 FEET EAST
 RF0550'OF THE CENTER LINE OF THE HIGHWAY, 18.5 FEET NORTHWEST OF A
 RF0550'11-INCH TRIANGULAR BLAZED WHITE BIRCH TREE, 3.1 FEET EAST OF
 RF0550'POWER POLE NUMBER 592. THE DISK IS 2 INCHES BELOW GROUND, ACCESS
 RF0550'TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1185 ***********************************************************************
 QG1185  DESIGNATION -  G 187 X
 QG1185  PID         -  QG1185
 QG1185  STATE/COUNTY-  ME/AROOSTOOK
 QG1185  USGS QUAD   -  REED POND (1988)
 QG1185
 QG1185                         *CURRENT SURVEY CONTROL
 QG1185  ___________________________________________________________________
 QG1185* NAD 83(1986)-  45 41 30.     (N)    068 10 34.     (W)     SCALED    
 QG1185* NAVD 88     -       155.705  (meters)     510.84   (feet)  ADJUSTED  
 QG1185  ___________________________________________________________________
 QG1185  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 QG1185  DYNAMIC HT  -         155.707 (meters)     510.85  (feet)  COMP
 QG1185  MODELED GRAV-     980,625.7   (mgal)                       NAVD 88
 QG1185
 QG1185  VERT ORDER  -  FIRST     CLASS II
 QG1185
 QG1185.The horizontal coordinates were scaled from a topographic map and have
 QG1185.an estimated accuracy of +/- 6 seconds.
 QG1185
 QG1185.The orthometric height was determined by differential leveling
 QG1185.and adjusted by the National Geodetic Survey in June 1991..
 QG1185
 QG1185.The geoid height was determined by GEOID03.
 QG1185
 QG1185.The dynamic height is computed by dividing the NAVD 88
 QG1185.geopotential number by the normal gravity value computed on the
 QG1185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1185.degrees latitude (g = 980.6199 gals.).
 QG1185
 QG1185.The modeled gravity was interpolated from observed gravity values.
 QG1185
 QG1185;                    North         East    Units  Estimated Accuracy
 QG1185;SPC ME E     -   225,060.      325,230.      MT  (+/- 180 meters Scaled)
 QG1185
 QG1185                          SUPERSEDED SURVEY CONTROL
 QG1185
 QG1185.No superseded survey control is available for this station.
 QG1185
 QG1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL641601(NAD 83)
 QG1185_MARKER: DB = BENCH MARK DISK
 QG1185_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QG1185_SP_SET: STAINLESS STEEL ROD
 QG1185_STAMPING: G 187 X 1978
 QG1185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG1185
 QG1185  HISTORY     - Date     Condition        Report By
 QG1185  HISTORY     - 1978     MONUMENTED       NGS
 QG1185
 QG1185                          STATION DESCRIPTION
 QG1185
 QG1185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1185'2.3 MI SW FROM REED.
 QG1185'2.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 2A FROM ITS JUNCTION WITH
 QG1185'STATE HIGHWAY 171 AT REED, 106.0 FT. SOUTHWEST OF TELEPHONE POLE 238.
 QG1185'89.8 FT. NORTH OF AND ACROSS THE HIGHWAY FROM A POWER POLE, 56.4
 QG1185'NORTHWEST OF CENTER LINE OF HIGHWAY. DISK 18.3 INCHES BELOW GROUND,
 QG1185'ACCESS TO WHICH IS HAD THROUGH A 4 INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0393 ***********************************************************************
 RF0393  DESIGNATION -  G 188
 RF0393  PID         -  RF0393
 RF0393  STATE/COUNTY-  ME/AROOSTOOK
 RF0393  USGS QUAD   -  UPPER MC NALLY POND (1986)
 RF0393
 RF0393                         *CURRENT SURVEY CONTROL
 RF0393  ___________________________________________________________________
 RF0393* NAD 83(1986)-  46 37 36.     (N)    069 01 29.     (W)     SCALED    
 RF0393* NAVD 88     -       358.098  (meters)    1174.86   (feet)  ADJUSTED  
 RF0393  ___________________________________________________________________
 RF0393  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 RF0393  DYNAMIC HT  -         358.119 (meters)    1174.93  (feet)  COMP
 RF0393  MODELED GRAV-     980,663.1   (mgal)                       NAVD 88
 RF0393
 RF0393  VERT ORDER  -  FIRST     CLASS II
 RF0393
 RF0393.The horizontal coordinates were scaled from a topographic map and have
 RF0393.an estimated accuracy of +/- 6 seconds.
 RF0393
 RF0393.The orthometric height was determined by differential leveling
 RF0393.and adjusted by the National Geodetic Survey in June 1991..
 RF0393
 RF0393.The geoid height was determined by GEOID03.
 RF0393
 RF0393.The dynamic height is computed by dividing the NAVD 88
 RF0393.geopotential number by the normal gravity value computed on the
 RF0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0393.degrees latitude (g = 980.6199 gals.).
 RF0393
 RF0393.The modeled gravity was interpolated from observed gravity values.
 RF0393
 RF0393;                    North         East    Units  Estimated Accuracy
 RF0393;SPC ME E     -   329,060.      259,820.      MT  (+/- 180 meters Scaled)
 RF0393
 RF0393                          SUPERSEDED SURVEY CONTROL
 RF0393
 RF0393.No superseded survey control is available for this station.
 RF0393
 RF0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM981636(NAD 83)
 RF0393_MARKER: DB = BENCH MARK DISK
 RF0393_SETTING: 66 = SET IN ROCK OUTCROP
 RF0393_SP_SET: LEDGE
 RF0393_STAMPING: G 188 1978
 RF0393_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0393+STABILITY: POSITION/ELEVATION WELL
 RF0393
 RF0393  HISTORY     - Date     Condition        Report By
 RF0393  HISTORY     - 1978     MONUMENTED       NGS
 RF0393
 RF0393                          STATION DESCRIPTION
 RF0393
 RF0393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0393'7.55 MI EAST FROM MUSQUACOOK CHECK POINT.
 RF0393'7.55 MILES EAST ALONG THE MAIN TRAVELED GRAVEL ROAD FROM MUSQUACOOK
 RF0393'CHECK POINT, 0.15 MILES NORTHEAST OF THE T-JUNCTION OF A GRAVEL ROAD
 RF0393'LEADING EAST, AT THE T-JUNCTION OF THE SAME ROAD AS IT REJOINS THE
 RF0393'MAIN ROAD, 36.4 FEET SOUTHEAST OF THE CENTER LINE OF THE MAIN ROAD,
 RF0393'119.9 FEET SOUTHWEST OF THE SOUTHEAST END OF A 16-INCH METAL PIPE
 RF0393'CULVERT, 16.9 FEET EAST OF THE CENTER LINE OF
 RF0393'THE OTHER ROAD, IN THE TOP OF A 4-FT. ROCK CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0444 ***********************************************************************
 RF0444  DESIGNATION -  G 189
 RF0444  PID         -  RF0444
 RF0444  STATE/COUNTY-  ME/AROOSTOOK
 RF0444  USGS QUAD   -  EASTMAN BROOK (1986)
 RF0444
 RF0444                         *CURRENT SURVEY CONTROL
 RF0444  ___________________________________________________________________
 RF0444* NAD 83(1986)-  46 34 44.     (N)    069 53 06.     (W)     SCALED    
 RF0444* NAVD 88     -       334.783  (meters)    1098.37   (feet)  ADJUSTED  
 RF0444  ___________________________________________________________________
 RF0444  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 RF0444  DYNAMIC HT  -         334.792 (meters)    1098.40  (feet)  COMP
 RF0444  MODELED GRAV-     980,632.0   (mgal)                       NAVD 88
 RF0444
 RF0444  VERT ORDER  -  FIRST     CLASS II
 RF0444
 RF0444.The horizontal coordinates were scaled from a topographic map and have
 RF0444.an estimated accuracy of +/- 6 seconds.
 RF0444
 RF0444.The orthometric height was determined by differential leveling
 RF0444.and adjusted by the National Geodetic Survey in June 1991..
 RF0444
 RF0444.The geoid height was determined by GEOID03.
 RF0444
 RF0444.The dynamic height is computed by dividing the NAVD 88
 RF0444.geopotential number by the normal gravity value computed on the
 RF0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0444.degrees latitude (g = 980.6199 gals.).
 RF0444
 RF0444.The modeled gravity was interpolated from observed gravity values.
 RF0444
 RF0444;                    North         East    Units  Estimated Accuracy
 RF0444;SPC ME E     -   324,550.      193,850.      MT  (+/- 180 meters Scaled)
 RF0444
 RF0444                          SUPERSEDED SURVEY CONTROL
 RF0444
 RF0444.No superseded survey control is available for this station.
 RF0444
 RF0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM321587(NAD 83)
 RF0444_MARKER: DB = BENCH MARK DISK
 RF0444_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RF0444_SP_SET: STAINLESS STEEL ROD
 RF0444_STAMPING: G 189 1978
 RF0444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0444
 RF0444  HISTORY     - Date     Condition        Report By
 RF0444  HISTORY     - 1978     MONUMENTED       NGS
 RF0444
 RF0444                          STATION DESCRIPTION
 RF0444
 RF0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0444'6.9 MI EAST FROM DAAQUAM.
 RF0444'6.9 MILES EAST ALONG THE MAIN TRAVELED GRAVEL ROAD FROM THE U.S.
 RF0444'CUSTOMS OFFICE AT DAAQUAM, 3.4 MILES WEST OF THE SOUTHEAST END OF A
 RF0444'BRIDGE OVER THE ST. JOHN RIVER, 0.6 MILE SOUTHEAST OF A SMALL WOODEN
 RF0444'BRIDGE OVER OAK BROOK, 0.3 MILE WEST OF THE T-JUNCTION OF A ROAD
 RF0444'LEADING SOUTH AT THE NORTHEAST CORNER OF A CLEARING, 33.0 FEET
 RF0444'SOUTH OF THE CENTER LINE OF THE ROAD, 51.5 FEET SOUTHWEST OF THE
 RF0444'SOUTH END OF AN 18-INCH METAL PIPE CULVERT. THE DISK IS 1-INCH
 RF0444'BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC
 RF0444'SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0588 ***********************************************************************
 PE0588  DESIGNATION -  G 19
 PE0588  PID         -  PE0588
 PE0588  STATE/COUNTY-  ME/WALDO
 PE0588  USGS QUAD   -  SNOW MOUNTAIN (1988)
 PE0588
 PE0588                         *CURRENT SURVEY CONTROL
 PE0588  ___________________________________________________________________
 PE0588* NAD 83(1986)-  44 39 28.     (N)    068 52 54.     (W)     SCALED    
 PE0588* NAVD 88     -        42.496  (meters)     139.42   (feet)  ADJUSTED  
 PE0588  ___________________________________________________________________
 PE0588  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 PE0588  DYNAMIC HT  -          42.494 (meters)     139.42  (feet)  COMP
 PE0588  MODELED GRAV-     980,559.3   (mgal)                       NAVD 88
 PE0588
 PE0588  VERT ORDER  -  SECOND    CLASS 0
 PE0588
 PE0588.The horizontal coordinates were scaled from a topographic map and have
 PE0588.an estimated accuracy of +/- 6 seconds.
 PE0588
 PE0588.The orthometric height was determined by differential leveling
 PE0588.and adjusted by the National Geodetic Survey in June 1991..
 PE0588
 PE0588.The geoid height was determined by GEOID03.
 PE0588
 PE0588.The dynamic height is computed by dividing the NAVD 88
 PE0588.geopotential number by the normal gravity value computed on the
 PE0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0588.degrees latitude (g = 980.6199 gals.).
 PE0588
 PE0588.The modeled gravity was interpolated from observed gravity values.
 PE0588
 PE0588;                    North         East    Units  Estimated Accuracy
 PE0588;SPC ME E     -   110,190.      269,730.      MT  (+/- 180 meters Scaled)
 PE0588
 PE0588                          SUPERSEDED SURVEY CONTROL
 PE0588
 PE0588  NGVD 29 (??/??/92)   42.711  (m)          140.13   (f) ADJ UNCH    2 0
 PE0588
 PE0588.Superseded values are not recommended for survey control.
 PE0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0588.See file dsdata.txt to determine how the superseded data were derived.
 PE0588
 PE0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK093449(NAD 83)
 PE0588_MARKER: DB = BENCH MARK DISK
 PE0588_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE0588_SP_SET: BOULDER
 PE0588_STAMPING: 140.128 G 19 1933
 PE0588_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0588
 PE0588  HISTORY     - Date     Condition        Report By
 PE0588  HISTORY     - 1933     MONUMENTED       CGS
 PE0588  HISTORY     - 1934     GOOD             NGS
 PE0588  HISTORY     - 1972     GOOD             MEHD
 PE0588
 PE0588                          STATION DESCRIPTION
 PE0588
 PE0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PE0588'AT WINTERPORT.
 PE0588'AT WINTERPORT, WALDO COUNTY, ON THE BANGOR AND AROOSTOOK
 PE0588'RAILROAD, 85 YARDS NORTHWEST OF THE STATION, 70 YARDS WEST OF
 PE0588'THE CENTERLINE OF THE MAIN TRACK, AT THE MIDDLE TO A SMALL ROCK
 PE0588'CLIFF, IN THE TOP OF A LARGE BOULDER, AND 3 FEET ABOVE THE
 PE0588'GROUND.  A STANDARD DISK, STAMPED 140.128 G 19 1933.
 PE0588
 PE0588                          STATION RECOVERY (1972)
 PE0588
 PE0588'RECOVERY NOTE BY MAINE HIGHWAY DEPARTMENT (NOW MEDT) 1972
 PE0588'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0287 ***********************************************************************
 QF0287  DESIGNATION -  G 191
 QF0287  PID         -  QF0287
 QF0287  STATE/COUNTY-  ME/WASHINGTON
 QF0287  USGS QUAD   -  DANFORTH (1988)
 QF0287
 QF0287                         *CURRENT SURVEY CONTROL
 QF0287  ___________________________________________________________________
 QF0287* NAD 83(1986)-  45 38 17.     (N)    067 48 18.     (W)     SCALED    
 QF0287* NAVD 88     -       180.486  (meters)     592.14   (feet)  ADJUSTED  
 QF0287  ___________________________________________________________________
 QF0287  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 QF0287  DYNAMIC HT  -         180.488 (meters)     592.15  (feet)  COMP
 QF0287  MODELED GRAV-     980,622.1   (mgal)                       NAVD 88
 QF0287
 QF0287  VERT ORDER  -  FIRST     CLASS II
 QF0287
 QF0287.The horizontal coordinates were scaled from a topographic map and have
 QF0287.an estimated accuracy of +/- 6 seconds.
 QF0287
 QF0287.The orthometric height was determined by differential leveling
 QF0287.and adjusted by the National Geodetic Survey in June 1991..
 QF0287
 QF0287.The geoid height was determined by GEOID03.
 QF0287
 QF0287.The dynamic height is computed by dividing the NAVD 88
 QF0287.geopotential number by the normal gravity value computed on the
 QF0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0287.degrees latitude (g = 980.6199 gals.).
 QF0287
 QF0287.The modeled gravity was interpolated from observed gravity values.
 QF0287
 QF0287;                    North         East    Units  Estimated Accuracy
 QF0287;SPC ME E     -   219,280.      354,180.      MT  (+/- 180 meters Scaled)
 QF0287
 QF0287                          SUPERSEDED SURVEY CONTROL
 QF0287
 QF0287.No superseded survey control is available for this station.
 QF0287
 QF0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL931545(NAD 83)
 QF0287_MARKER: DB = BENCH MARK DISK
 QF0287_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QF0287_SP_SET: STAINLESS STEEL ROD
 QF0287_STAMPING: G 191 1978
 QF0287_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QF0287
 QF0287  HISTORY     - Date     Condition        Report By
 QF0287  HISTORY     - 1978     MONUMENTED       NGS
 QF0287
 QF0287                          STATION DESCRIPTION
 QF0287
 QF0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0287'3.7 MI SE FROM DANFORTH.
 QF0287'0.1 MILE NORTHEAST ALONG DEPOT STREET FROM THE TOWN HALL AT
 QF0287'DANFORTH TO THE JUNCTION OF U.S. HIGHWAY 1, THENCE 3.6 MILES
 QF0287'SOUTHEAST ALONG U.S. HIGHWAY 1, 131.3 FEET NORTHWEST OF AND ACROSS
 QF0287'THE HIGHWAY FROM A POWER POLE, 33.5 FEET NORTH OF A TRIANGULAR
 QF0287'BLAZED 24-INCH PINE TREE, 22.9 FEET SOUTHWEST OF THE CENTER LINE
 QF0287'OF HIGHWAY, 8.8 FEET SOUTHEAST OF A TRIANGULAR BLAZED TWIN TRUNKED
 QF0287'8-INCH POPLAR TREE. DISK IS 3 INCHES BELOW GROUND, ACCESS TO WHICH
 QF0287'IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0220 ***********************************************************************
 QF0220  DESIGNATION -  G 192
 QF0220  PID         -  QF0220
 QF0220  STATE/COUNTY-  ME/AROOSTOOK
 QF0220  USGS QUAD   -  DANFORTH (1988)
 QF0220
 QF0220                         *CURRENT SURVEY CONTROL
 QF0220  ___________________________________________________________________
 QF0220* NAD 83(1986)-  45 44 55.     (N)    067 52 27.     (W)     SCALED    
 QF0220* NAVD 88     -       177.311  (meters)     581.73   (feet)  ADJUSTED  
 QF0220  ___________________________________________________________________
 QF0220  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 QF0220  DYNAMIC HT  -         177.313 (meters)     581.73  (feet)  COMP
 QF0220  MODELED GRAV-     980,623.3   (mgal)                       NAVD 88
 QF0220
 QF0220  VERT ORDER  -  FIRST     CLASS II
 QF0220
 QF0220.The horizontal coordinates were scaled from a topographic map and have
 QF0220.an estimated accuracy of +/- 6 seconds.
 QF0220
 QF0220.The orthometric height was determined by differential leveling
 QF0220.and adjusted by the National Geodetic Survey in June 1991..
 QF0220
 QF0220.The geoid height was determined by GEOID03.
 QF0220
 QF0220.The dynamic height is computed by dividing the NAVD 88
 QF0220.geopotential number by the normal gravity value computed on the
 QF0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0220.degrees latitude (g = 980.6199 gals.).
 QF0220
 QF0220.The modeled gravity was interpolated from observed gravity values.
 QF0220
 QF0220;                    North         East    Units  Estimated Accuracy
 QF0220;SPC ME E     -   231,530.      348,690.      MT  (+/- 180 meters Scaled)
 QF0220
 QF0220                          SUPERSEDED SURVEY CONTROL
 QF0220
 QF0220.No superseded survey control is available for this station.
 QF0220
 QF0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL875667(NAD 83)
 QF0220_MARKER: DB = BENCH MARK DISK
 QF0220_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QF0220_SP_SET: STAINLESS STEEL ROD
 QF0220_STAMPING: G 192 1978
 QF0220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QF0220
 QF0220  HISTORY     - Date     Condition        Report By
 QF0220  HISTORY     - 1978     MONUMENTED       NGS
 QF0220
 QF0220                          STATION DESCRIPTION
 QF0220
 QF0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0220'6.3 MI NORTH FROM DANFORTH.
 QF0220'0.1 MILE NORTHEAST ALONG DEPOT STREET FROM THE TOWN HALL AT DANFORTH,
 QF0220'THENCE 6.2 MILES NORTH ALONG U.S. HIGHWAY 1, AT A POWER LINE CROSSING,
 QF0220'24.3 FT. EAST-SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 75 YARDS
 QF0220'SOUTH OF THE CENTER LINE OF A GRAVEL ROAD LEADING EAST, 8.7 FT.
 QF0220'SOUTHEAST OF THE NORTH END OF A GUARD RAIL, 3.6 FT. WEST OF POWER POLE
 QF0220'401 519 WITH TWO GUY WIRES. ALSO 1.0 MILE NORTH OF WESTON METHODIST
 QF0220'CHURCH, THE DISK IS 4 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD
 QF0220'THROUGH A 4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0198 ***********************************************************************
 QF0198  DESIGNATION -  G 193
 QF0198  PID         -  QF0198
 QF0198  STATE/COUNTY-  ME/WASHINGTON
 QF0198  USGS QUAD   -  SIMSQUISH LAKE (1988)
 QF0198
 QF0198                         *CURRENT SURVEY CONTROL
 QF0198  ___________________________________________________________________
 QF0198* NAD 83(1986)-  45 29 00.     (N)    067 36 32.     (W)     SCALED    
 QF0198* NAVD 88     -        73.609  (meters)     241.50   (feet)  ADJUSTED  
 QF0198  ___________________________________________________________________
 QF0198  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 QF0198  DYNAMIC HT  -          73.609 (meters)     241.50  (feet)  COMP
 QF0198  MODELED GRAV-     980,620.3   (mgal)                       NAVD 88
 QF0198
 QF0198  VERT ORDER  -  FIRST     CLASS II
 QF0198
 QF0198.The horizontal coordinates were scaled from a topographic map and have
 QF0198.an estimated accuracy of +/- 6 seconds.
 QF0198
 QF0198.The orthometric height was determined by differential leveling
 QF0198.and adjusted by the National Geodetic Survey in June 1991..
 QF0198
 QF0198.The geoid height was determined by GEOID03.
 QF0198
 QF0198.The dynamic height is computed by dividing the NAVD 88
 QF0198.geopotential number by the normal gravity value computed on the
 QF0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0198.degrees latitude (g = 980.6199 gals.).
 QF0198
 QF0198.The modeled gravity was interpolated from observed gravity values.
 QF0198
 QF0198;                    North         East    Units  Estimated Accuracy
 QF0198;SPC ME E     -   202,240.      369,660.      MT  (+/- 180 meters Scaled)
 QF0198
 QF0198                          SUPERSEDED SURVEY CONTROL
 QF0198
 QF0198.No superseded survey control is available for this station.
 QF0198
 QF0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL087375(NAD 83)
 QF0198_MARKER: DB = BENCH MARK DISK
 QF0198_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QF0198_SP_SET: WINGWALL
 QF0198_STAMPING: G 193 1978
 QF0198_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QF0198
 QF0198  HISTORY     - Date     Condition        Report By
 QF0198  HISTORY     - 1978     MONUMENTED       NGS
 QF0198
 QF0198                          STATION DESCRIPTION
 QF0198
 QF0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0198'5.5 MI SW FROM LAMBERT LAKE.
 QF0198'5.5 MILES SOUTHWEST ALONG STATE HIGHWAY 6 FROM THE CANADIAN PACIFIC
 QF0198'RAILROAD CROSSING AT LAMBERT LAKE, AT A CONCRETE BRIDGE OVER TOMAH
 QF0198'STREAM, 31.8 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, IN
 QF0198'THE TOP OF THE EAST WINGWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0258 ***********************************************************************
 QF0258  DESIGNATION -  G 194
 QF0258  PID         -  QF0258
 QF0258  STATE/COUNTY-  ME/WASHINGTON
 QF0258  USGS QUAD   -  WAITE (1988)
 QF0258
 QF0258                         *CURRENT SURVEY CONTROL
 QF0258  ___________________________________________________________________
 QF0258* NAD 83(1986)-  45 18 49.     (N)    067 41 08.     (W)     SCALED    
 QF0258* NAVD 88     -       106.068  (meters)     347.99   (feet)  ADJUSTED  
 QF0258  ___________________________________________________________________
 QF0258  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 QF0258  DYNAMIC HT  -         106.066 (meters)     347.98  (feet)  COMP
 QF0258  MODELED GRAV-     980,602.6   (mgal)                       NAVD 88
 QF0258
 QF0258  VERT ORDER  -  FIRST     CLASS II
 QF0258
 QF0258.The horizontal coordinates were scaled from a topographic map and have
 QF0258.an estimated accuracy of +/- 6 seconds.
 QF0258
 QF0258.The orthometric height was determined by differential leveling
 QF0258.and adjusted by the National Geodetic Survey in June 1991..
 QF0258
 QF0258.The geoid height was determined by GEOID03.
 QF0258
 QF0258.The dynamic height is computed by dividing the NAVD 88
 QF0258.geopotential number by the normal gravity value computed on the
 QF0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0258.degrees latitude (g = 980.6199 gals.).
 QF0258
 QF0258.The modeled gravity was interpolated from observed gravity values.
 QF0258
 QF0258;                    North         East    Units  Estimated Accuracy
 QF0258;SPC ME E     -   183,320.      363,860.      MT  (+/- 180 meters Scaled)
 QF0258
 QF0258                          SUPERSEDED SURVEY CONTROL
 QF0258
 QF0258.No superseded survey control is available for this station.
 QF0258
 QF0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL030186(NAD 83)
 QF0258_MARKER: DB = BENCH MARK DISK
 QF0258_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QF0258_SP_SET: STAINLESS STEEL ROD
 QF0258_STAMPING: G 194 1978
 QF0258_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QF0258
 QF0258  HISTORY     - Date     Condition        Report By
 QF0258  HISTORY     - 1978     MONUMENTED       NGS
 QF0258
 QF0258                          STATION DESCRIPTION
 QF0258
 QF0258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0258'1.5 MI SOUTH FROM WAITE.
 QF0258'1.5 MILES SOUTH ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT WAITE,
 QF0258'178.5 FEET SOUTH-SOUTHEAST OF POWER POLE NUMBER 452 WITH ONE
 QF0258'TRANSFORMER AND ONE GUY WIRE, 38.6 FEET WEST-SOUTHWEST OF THE CENTER
 QF0258'LINE OF HIGHWAY, 35.0 FEET WEST-NORTHWEST OF POWER POLE NUMBER 451
 QF0258'WITH ONE GUY WIRE, 8.0 FEET SOUTH-SOUTHEAST OF THE EXTENDED CENTER
 QF0258'LINE OF A GRAVEL ROAD LEADING NORTHEAST TO TWO MOBILE HOMES. DISK
 QF0258'IS 3 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH
 QF0258'PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0517 ***********************************************************************
 RF0517  DESIGNATION -  G 195
 RF0517  PID         -  RF0517
 RF0517  STATE/COUNTY-  ME/AROOSTOOK
 RF0517  USGS QUAD   -  KNOWLES CORNER (1986)
 RF0517
 RF0517                         *CURRENT SURVEY CONTROL
 RF0517  ___________________________________________________________________
 RF0517* NAD 83(1986)-  46 13 46.     (N)    068 20 32.     (W)     SCALED    
 RF0517* NAVD 88     -       305.232  (meters)    1001.42   (feet)  ADJUSTED  
 RF0517  ___________________________________________________________________
 RF0517  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 RF0517  DYNAMIC HT  -         305.242 (meters)    1001.45  (feet)  COMP
 RF0517  MODELED GRAV-     980,641.1   (mgal)                       NAVD 88
 RF0517
 RF0517  VERT ORDER  -  FIRST     CLASS II
 RF0517
 RF0517.The horizontal coordinates were scaled from a topographic map and have
 RF0517.an estimated accuracy of +/- 6 seconds.
 RF0517
 RF0517.The orthometric height was determined by differential leveling
 RF0517.and adjusted by the National Geodetic Survey in June 1991..
 RF0517
 RF0517.The geoid height was determined by GEOID03.
 RF0517
 RF0517.The dynamic height is computed by dividing the NAVD 88
 RF0517.geopotential number by the normal gravity value computed on the
 RF0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0517.degrees latitude (g = 980.6199 gals.).
 RF0517
 RF0517.The modeled gravity was interpolated from observed gravity values.
 RF0517
 RF0517;                    North         East    Units  Estimated Accuracy
 RF0517;SPC ME E     -   284,790.      312,170.      MT  (+/- 180 meters Scaled)
 RF0517
 RF0517                          SUPERSEDED SURVEY CONTROL
 RF0517
 RF0517.No superseded survey control is available for this station.
 RF0517
 RF0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM507197(NAD 83)
 RF0517_MARKER: DB = BENCH MARK DISK
 RF0517_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 RF0517_SP_SET: GALVANIZED STEEL ROD
 RF0517_STAMPING: G 195 1978
 RF0517_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0517
 RF0517  HISTORY     - Date     Condition        Report By
 RF0517  HISTORY     - 1978     MONUMENTED       NGS
 RF0517
 RF0517                          STATION DESCRIPTION
 RF0517
 RF0517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0517'12.1 MI NW FROM SMYRNA MILLS.
 RF0517'10.45 MILES NORTHWEST ALONG STATE HIGHWAY 212 FROM THE JUNCTION OF
 RF0517'U.S. HIGHWAY 2 AT SMYRNA MILLS, THENCE 1.65 MILES NORTH ALONG STATE
 RF0517'HIGHWAY 11, 0.85 MILE NORTH OF THE T-JUNCTION OF GRAVEL ROAD 5007
 RF0517'LEADING WEST, 34.7 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 RF0517'14.8 FEET NORTHWEST OF POWER POLE NUMBER 291 995. THE DISK IS 2
 RF0517'INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH
 RF0517'PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1122 ***********************************************************************
 QG1122  DESIGNATION -  G 196
 QG1122  PID         -  QG1122
 QG1122  STATE/COUNTY-  ME/PISCATAQUIS
 QG1122  USGS QUAD   -  MILO SOUTH (1983)
 QG1122
 QG1122                         *CURRENT SURVEY CONTROL
 QG1122  ___________________________________________________________________
 QG1122* NAD 83(1986)-  45 14 59.     (N)    068 58 51.     (W)     SCALED    
 QG1122* NAVD 88     -        95.442  (meters)     313.13   (feet)  ADJUSTED  
 QG1122  ___________________________________________________________________
 QG1122  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 QG1122  DYNAMIC HT  -          95.440 (meters)     313.12  (feet)  COMP
 QG1122  MODELED GRAV-     980,601.2   (mgal)                       NAVD 88
 QG1122  OBS GRAVITY -     980,601.4   (mgal)                       GRAV_OBS
 QG1122
 QG1122  VERT ORDER  -  FIRST     CLASS II
 QG1122
 QG1122.The horizontal coordinates were scaled from a topographic map and have
 QG1122.an estimated accuracy of +/- 6 seconds.
 QG1122
 QG1122.The orthometric height was determined by differential leveling
 QG1122.and adjusted by the National Geodetic Survey in June 1991..
 QG1122
 QG1122.The geoid height was determined by GEOID03.
 QG1122
 QG1122.The dynamic height is computed by dividing the NAVD 88
 QG1122.geopotential number by the normal gravity value computed on the
 QG1122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1122.degrees latitude (g = 980.6199 gals.).
 QG1122
 QG1122.The modeled gravity was interpolated from observed gravity values.
 QG1122.The observed gravity was obtained from relative gravimeter ties
 QG1122.to the IGSN71 gravity network.
 QG1122
 QG1122;                    North         East    Units  Estimated Accuracy
 QG1122;SPC ME E     -   176,010.      262,260.      MT  (+/- 180 meters Scaled)
 QG1122
 QG1122                          SUPERSEDED SURVEY CONTROL
 QG1122
 QG1122.No superseded survey control is available for this station.
 QG1122
 QG1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL015106(NAD 83)
 QG1122_MARKER: I = METAL ROD
 QG1122_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QG1122_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 QG1122_STAMPING: G 196 1978
 QG1122_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG1122+STABILITY: POSITION/ELEVATION WELL
 QG1122
 QG1122  HISTORY     - Date     Condition        Report By
 QG1122  HISTORY     - 1978     MONUMENTED       NGS
 QG1122
 QG1122                          STATION DESCRIPTION
 QG1122
 QG1122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1122'0.35 MI SOUTH FROM MILO.
 QG1122'0.35 MILE SOUTH ALONG STATE HIGHWAY 16 FROM ITS JUNCTION WITH
 QG1122'MAIN STREET, 22 FT NORTHEAST OF THE CENTER LINE OF THE HIGHWAY ,
 QG1122'IN THE FRONT LAWN OF THE MILO ELEMENTARY SCHOOL, 170 FT NORTHWEST
 QG1122'OF THE EXTENDED CENTER LINE OF ALTON STREET, 71 FT NORTH OF A
 QG1122'FIRE HYDRANT, 4 FT NORTHWEST OF POWER POLE 16 58 WITH ONE STREET
 QG1122'LIGHT, THIS MARK HAS DESIGNATED A BASIC NET A LEVEL LINE JUNCTION
 QG1122'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0537 ***********************************************************************
 RF0537  DESIGNATION -  G 197
 RF0537  PID         -  RF0537
 RF0537  STATE/COUNTY-  ME/AROOSTOOK
 RF0537  USGS QUAD   -  GRISWOLD (1986)
 RF0537
 RF0537                         *CURRENT SURVEY CONTROL
 RF0537  ___________________________________________________________________
 RF0537* NAD 83(1986)-  46 25 02.     (N)    068 22 22.     (W)     SCALED    
 RF0537* NAVD 88     -       241.456  (meters)     792.18   (feet)  ADJUSTED  
 RF0537  ___________________________________________________________________
 RF0537  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 RF0537  DYNAMIC HT  -         241.471 (meters)     792.23  (feet)  COMP
 RF0537  MODELED GRAV-     980,673.1   (mgal)                       NAVD 88
 RF0537
 RF0537  VERT ORDER  -  FIRST     CLASS II
 RF0537
 RF0537.The horizontal coordinates were scaled from a topographic map and have
 RF0537.an estimated accuracy of +/- 6 seconds.
 RF0537
 RF0537.The orthometric height was determined by differential leveling
 RF0537.and adjusted by the National Geodetic Survey in June 1991..
 RF0537
 RF0537.The geoid height was determined by GEOID03.
 RF0537
 RF0537.The dynamic height is computed by dividing the NAVD 88
 RF0537.geopotential number by the normal gravity value computed on the
 RF0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0537.degrees latitude (g = 980.6199 gals.).
 RF0537
 RF0537.The modeled gravity was interpolated from observed gravity values.
 RF0537
 RF0537;                    North         East    Units  Estimated Accuracy
 RF0537;SPC ME E     -   305,650.      309,780.      MT  (+/- 180 meters Scaled)
 RF0537
 RF0537                          SUPERSEDED SURVEY CONTROL
 RF0537
 RF0537.No superseded survey control is available for this station.
 RF0537
 RF0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM482405(NAD 83)
 RF0537_MARKER: DB = BENCH MARK DISK
 RF0537_SETTING: 66 = SET IN ROCK OUTCROP
 RF0537_SP_SET: LEDGE
 RF0537_STAMPING: G 197 1978
 RF0537_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0537+STABILITY: POSITION/ELEVATION WELL
 RF0537
 RF0537  HISTORY     - Date     Condition        Report By
 RF0537  HISTORY     - 1978     MONUMENTED       NGS
 RF0537
 RF0537                          STATION DESCRIPTION
 RF0537
 RF0537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0537'6.2 MI SOUTH FROM MASARDIS.
 RF0537'6.2 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE CONCRETE BRIDGE
 RF0537'OVER THE ST. CROIX STREAM AT MASARDIS, 1.65 MILES SOUTHEAST OF THE
 RF0537'Y-JUNCTION OF A PAVED ROAD 5020 LEADING WEST TO OXBOW, ABOUT 0.05
 RF0537'MILE NORTHWEST OF THE CREST OF A HILL, 27.6 FEET NORTHEAST OF THE
 RF0537'CENTER LINE OF THE HIGHWAY, 7.6 FEET SOUTHWEST OF AN 8-INCH
 RF0537'TRIANGULAR BLAZED CEDAR TREE, IN THE TOP OF A ROUND 3 BY 3-FT.
 RF0537'OUTCROP TO A ROCK LEDGE 2 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0503 ***********************************************************************
 PD0503  DESIGNATION -  G 198
 PD0503  PID         -  PD0503
 PD0503  STATE/COUNTY-  ME/WASHINGTON
 PD0503  USGS QUAD   -  WEST LUBEC (1975)
 PD0503
 PD0503                         *CURRENT SURVEY CONTROL
 PD0503  ___________________________________________________________________
 PD0503* NAD 83(1986)-  44 45 49.     (N)    067 04 54.     (W)     SCALED    
 PD0503* NAVD 88     -        35.783  (meters)     117.40   (feet)  ADJUSTED  
 PD0503  ___________________________________________________________________
 PD0503  GEOID HEIGHT-         -22.33  (meters)                     GEOID03
 PD0503  DYNAMIC HT  -          35.783 (meters)     117.40  (feet)  COMP
 PD0503  MODELED GRAV-     980,625.1   (mgal)                       NAVD 88
 PD0503
 PD0503  VERT ORDER  -  FIRST     CLASS II
 PD0503
 PD0503.The horizontal coordinates were scaled from a topographic map and have
 PD0503.an estimated accuracy of +/- 6 seconds.
 PD0503
 PD0503.The orthometric height was determined by differential leveling
 PD0503.and adjusted by the National Geodetic Survey in June 1991..
 PD0503
 PD0503.The geoid height was determined by GEOID03.
 PD0503
 PD0503.The dynamic height is computed by dividing the NAVD 88
 PD0503.geopotential number by the normal gravity value computed on the
 PD0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0503.degrees latitude (g = 980.6199 gals.).
 PD0503
 PD0503.The modeled gravity was interpolated from observed gravity values.
 PD0503
 PD0503;                    North         East    Units  Estimated Accuracy
 PD0503;SPC ME E     -   122,860.      412,280.      MT  (+/- 180 meters Scaled)
 PD0503
 PD0503                          SUPERSEDED SURVEY CONTROL
 PD0503
 PD0503.No superseded survey control is available for this station.
 PD0503
 PD0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK518584(NAD 83)
 PD0503_MARKER: DB = BENCH MARK DISK
 PD0503_SETTING: 66 = SET IN ROCK OUTCROP
 PD0503_SP_SET: LEDGE
 PD0503_STAMPING: G 198 1978
 PD0503_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0503+STABILITY: POSITION/ELEVATION WELL
 PD0503
 PD0503  HISTORY     - Date     Condition        Report By
 PD0503  HISTORY     - 1978     MONUMENTED       NGS
 PD0503
 PD0503                          STATION DESCRIPTION
 PD0503
 PD0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PD0503'1.0 MI SW FROM SOUTH TRESCOTT.
 PD0503'1.0 MILE SOUTHWEST ALONG STATE HIGHWAY 191 FROM THE Y-JUNCTION OF
 PD0503'LUBEC ROAD AT SOUTH TRESCOTT, IN THE TOP OF A PROMINENT MASSIVE
 PD0503'LEDGE, 27.9 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 13.1
 PD0503'FEET NORTHEAST OF A 4-INCH FIR TREE, 9 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0249 ***********************************************************************
 QG0249  DESIGNATION -  G 2
 QG0249  PID         -  QG0249
 QG0249  STATE/COUNTY-  ME/PISCATAQUIS
 QG0249  USGS QUAD   -  BROWNVILLE JUNCTION (1988)
 QG0249
 QG0249                         *CURRENT SURVEY CONTROL
 QG0249  ___________________________________________________________________
 QG0249* NAD 83(1986)-  45 22 29.     (N)    069 00 21.     (W)     SCALED    
 QG0249* NAVD 88     -       152.811  (meters)     501.35   (feet)  ADJUSTED  
 QG0249  ___________________________________________________________________
 QG0249  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 QG0249  DYNAMIC HT  -         152.810 (meters)     501.34  (feet)  COMP
 QG0249  MODELED GRAV-     980,605.2   (mgal)                       NAVD 88
 QG0249
 QG0249  VERT ORDER  -  FIRST     CLASS II
 QG0249
 QG0249.The horizontal coordinates were scaled from a topographic map and have
 QG0249.an estimated accuracy of +/- 6 seconds.
 QG0249
 QG0249.The orthometric height was determined by differential leveling
 QG0249.and adjusted by the National Geodetic Survey in June 1991..
 QG0249
 QG0249.The geoid height was determined by GEOID03.
 QG0249
 QG0249.The dynamic height is computed by dividing the NAVD 88
 QG0249.geopotential number by the normal gravity value computed on the
 QG0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0249.degrees latitude (g = 980.6199 gals.).
 QG0249
 QG0249.The modeled gravity was interpolated from observed gravity values.
 QG0249
 QG0249;                    North         East    Units  Estimated Accuracy
 QG0249;SPC ME E     -   189,910.      260,380.      MT  (+/- 180 meters Scaled)
 QG0249
 QG0249                          SUPERSEDED SURVEY CONTROL
 QG0249
 QG0249  NGVD 29 (??/??/92)  152.983  (m)          501.91   (f) ADJ UNCH    1 2
 QG0249
 QG0249.Superseded values are not recommended for survey control.
 QG0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0249.See file dsdata.txt to determine how the superseded data were derived.
 QG0249
 QG0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL995245(NAD 83)
 QG0249_MARKER: DB = BENCH MARK DISK
 QG0249_SETTING: 80 = SET IN A BOULDER
 QG0249_SP_SET: BOULDER
 QG0249_STAMPING: ELEV 501.912 FT G 2 1916
 QG0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0249+STABILITY: SURFACE MOTION
 QG0249
 QG0249  HISTORY     - Date     Condition        Report By
 QG0249  HISTORY     - 1916     MONUMENTED       CGS
 QG0249
 QG0249                          STATION DESCRIPTION
 QG0249
 QG0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1916
 QG0249'3 MI NE FROM BROWNVILLE JUNCTION.
 QG0249'3 MILES NORTHEAST ALONG THE CANADIAN PACIFIC RAILWAY FROM
 QG0249'BROWNVILLE JUNCTION, PISCATAQUIS COUNTY, 1.2 MILES EAST OF
 QG0249'THE CROSSING OF THE BANGOR AND AROOSTOOK RAILROAD, 1.7 MILES
 QG0249'WEST OF KNIGHTS, 3-1/2 POLES EAST OF MILEPOST 102, 30 FEET
 QG0249'SOUTH OF THE TRACK, IN THE TOP OF A 2-1/2- BY 6-FOOT BOULDER,
 QG0249'AND ABOUT 2-102 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED
 QG0249'ELEV 501.912 FT G 2 1916.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1557 ***********************************************************************
 OC1557  DESIGNATION -  G 2 1941
 OC1557  PID         -  OC1557
 OC1557  STATE/COUNTY-  ME/CUMBERLAND
 OC1557  USGS QUAD   -  CAPE ELIZABETH (1975)
 OC1557
 OC1557                         *CURRENT SURVEY CONTROL
 OC1557  ___________________________________________________________________
 OC1557* NAD 83(1996)-  43 37 25.63561(N)    070 12 41.31043(W)     ADJUSTED  
 OC1557* NAVD 88     -        21.     (meters)      69.     (feet)  SCALED    
 OC1557  ___________________________________________________________________
 OC1557  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 OC1557  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 OC1557
 OC1557  HORZ ORDER  -  THIRD
 OC1557
 OC1557.The horizontal coordinates were established by classical geodetic methods
 OC1557.and adjusted by the National Geodetic Survey in March 1998..
 OC1557
 OC1557.The orthometric height was scaled from a topographic map.
 OC1557
 OC1557.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1557
 OC1557.The geoid height was determined by GEOID03.
 OC1557
 OC1557;                    North         East     Units Scale Factor Converg.
 OC1557;SPC ME W     -    87,815.305   896,383.574   MT  0.99996683   -0 01 51.3
 OC1557;UTM  19      - 4,830,802.116   402,259.068   MT  0.99971751   -0 50 09.2
 OC1557
 OC1557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1557!SPC ME W     -   1.00000083  x   0.99996683  =   0.99996766
 OC1557!UTM  19      -   1.00000083  x   0.99971751  =   0.99971834
 OC1557
 OC1557                          SUPERSEDED SURVEY CONTROL
 OC1557
 OC1557  NAD 83(1992)-  43 37 25.63382(N)    070 12 41.31140(W) AD(       ) 4
 OC1557  NAD 83(1986)-  43 37 25.63984(N)    070 12 41.31694(W) AD(       ) 4
 OC1557  NAD 27      -  43 37 25.33300(N)    070 12 43.16400(W) AD(       ) 3
 OC1557
 OC1557.Superseded values are not recommended for survey control.
 OC1557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1557.See file dsdata.txt to determine how the superseded data were derived.
 OC1557
 OC1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0225930802(NAD 83)
 OC1557
 OC1557  HISTORY     - Date     Condition        Report By
 OC1557  HISTORY     - 1941     MONUMENTED       CGS
 OC1557
 OC1557                          STATION DESCRIPTION
 OC1557
 OC1557'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1557'STATION IS LOCATED AT FORT WILLIAMS, NEAR BATTERY SULLIVAN.  IT
 OC1557'IS THE CENTER OF THE INSTRUMENT IN THE GROUP COMMAND STATION.  IT
 OC1557'IS ABOUT 299 FT. S-SW OF BATTERY SULLIVAN.  INSTRUMENT CENTER WAS
 OC1557'PROJECTED ON THE ROOF OF THE BUILDING, THEREFORE, NO PERMANENT
 OC1557'MARK WAS ESTABLISHED.  ENTRANCE TO THE BUILDING IS MARKED BY G2.
 OC1557'
 OC1557'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1583 ***********************************************************************
 OC1583  DESIGNATION -  G 2 OVER 3 1941
 OC1583  PID         -  OC1583
 OC1583  STATE/COUNTY-  ME/CUMBERLAND
 OC1583  USGS QUAD   -  CAPE ELIZABETH (1975)
 OC1583
 OC1583                         *CURRENT SURVEY CONTROL
 OC1583  ___________________________________________________________________
 OC1583* NAD 83(1996)-  43 37 15.82399(N)    070 12 46.38363(W)     ADJUSTED  
 OC1583* NAVD 88     -        21.     (meters)      69.     (feet)  SCALED    
 OC1583  ___________________________________________________________________
 OC1583  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 OC1583  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 OC1583
 OC1583  HORZ ORDER  -  SECOND
 OC1583
 OC1583.The horizontal coordinates were established by classical geodetic methods
 OC1583.and adjusted by the National Geodetic Survey in March 1998..
 OC1583
 OC1583.The orthometric height was scaled from a topographic map.
 OC1583
 OC1583.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1583
 OC1583.The geoid height was determined by GEOID03.
 OC1583
 OC1583;                    North         East     Units Scale Factor Converg.
 OC1583;SPC ME W     -    87,512.567   896,269.669   MT  0.99996684   -0 01 54.8
 OC1583;UTM  19      - 4,830,501.082   402,140.951   MT  0.99971779   -0 50 12.5
 OC1583
 OC1583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1583!SPC ME W     -   1.00000083  x   0.99996684  =   0.99996767
 OC1583!UTM  19      -   1.00000083  x   0.99971779  =   0.99971862
 OC1583
 OC1583                          SUPERSEDED SURVEY CONTROL
 OC1583
 OC1583  NAD 83(1992)-  43 37 15.82221(N)    070 12 46.38462(W) AD(       ) 2
 OC1583  NAD 83(1986)-  43 37 15.82758(N)    070 12 46.39086(W) AD(       ) 2
 OC1583  NAD 27      -  43 37 15.52000(N)    070 12 48.23800(W) AD(       ) 2
 OC1583
 OC1583.Superseded values are not recommended for survey control.
 OC1583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1583.See file dsdata.txt to determine how the superseded data were derived.
 OC1583
 OC1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0214130501(NAD 83)
 OC1583
 OC1583  HISTORY     - Date     Condition        Report By
 OC1583  HISTORY     - 1941     MONUMENTED       CGS
 OC1583
 OC1583                          STATION DESCRIPTION
 OC1583
 OC1583'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1583'STATION IS LOCATED AT FORT WILLIAMS, IN THE COMBINE STATION
 OC1583'HOUSE.  IT IS THE CENTER OF A CONCRETE BASE FOR SUPPORTING
 OC1583'AN INSTRUMENT, WHICH IS LOCATED IN THE FIFTH ROOM FROM THE RIGHT
 OC1583'(E) LOOKING TO SEAWARD.  NO INSTRUMENT WAS ON THE CONCRETE BASE
 OC1583'WHEN THE SURVEY WAS COMPLETED, AUGUST 1941.  THE CENTER OF THE
 OC1583'BASE WAS PROJECTED ON THE ROOF, THEREFORE, NO PERMANENT MARK WAS
 OC1583'ESTABLISHED.
 OC1583'
 OC1583'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0318 ***********************************************************************
 QF0318  DESIGNATION -  G 200
 QF0318  PID         -  QF0318
 QF0318  STATE/COUNTY-  ME/WASHINGTON
 QF0318  USGS QUAD   -  DEVILS HEAD (1977)
 QF0318
 QF0318                         *CURRENT SURVEY CONTROL
 QF0318  ___________________________________________________________________
 QF0318* NAD 83(1986)-  45 09 43.     (N)    067 14 02.     (W)     SCALED    
 QF0318* NAVD 88     -        27.645  (meters)      90.70   (feet)  ADJUSTED  
 QF0318  ___________________________________________________________________
 QF0318  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 QF0318  DYNAMIC HT  -          27.645 (meters)      90.70  (feet)  COMP
 QF0318  MODELED GRAV-     980,623.0   (mgal)                       NAVD 88
 QF0318
 QF0318  VERT ORDER  -  FIRST     CLASS II
 QF0318
 QF0318.The horizontal coordinates were scaled from a topographic map and have
 QF0318.an estimated accuracy of +/- 6 seconds.
 QF0318
 QF0318.The orthometric height was determined by differential leveling
 QF0318.and adjusted by the National Geodetic Survey in June 1991..
 QF0318
 QF0318.The geoid height was determined by GEOID03.
 QF0318
 QF0318.The dynamic height is computed by dividing the NAVD 88
 QF0318.geopotential number by the normal gravity value computed on the
 QF0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0318.degrees latitude (g = 980.6199 gals.).
 QF0318
 QF0318.The modeled gravity was interpolated from observed gravity values.
 QF0318
 QF0318;                    North         East    Units  Estimated Accuracy
 QF0318;SPC ME E     -   166,920.      399,540.      MT  (+/- 180 meters Scaled)
 QF0318
 QF0318                          SUPERSEDED SURVEY CONTROL
 QF0318
 QF0318.No superseded survey control is available for this station.
 QF0318
 QF0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL388024(NAD 83)
 QF0318_MARKER: DB = BENCH MARK DISK
 QF0318_SETTING: 66 = SET IN ROCK OUTCROP
 QF0318_SP_SET: ROCK OUTCROP
 QF0318_STAMPING: G 200 1978
 QF0318_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0318+STABILITY: POSITION/ELEVATION WELL
 QF0318
 QF0318  HISTORY     - Date     Condition        Report By
 QF0318  HISTORY     - 1978     MONUMENTED       NGS
 QF0318
 QF0318                          STATION DESCRIPTION
 QF0318
 QF0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0318'2.9 MI SE FROM CALAIS.
 QF0318'2.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 QF0318'CALAIS, 171.6 FT. WEST OF THE WEST CORNER OF TAYLOR FURNITURE STORE,
 QF0318'153.7 FT. WEST-SOUTHWEST OF A POWER POLE WITH ONE TRANSFORMER, ONE
 QF0318'LIGHT AND ONE GUY WIRE, 74.9 FT. NORTHEAST OF THE CENTER LINE OF THE
 QF0318'HIGHWAY, 46.8 FT. EAST OF EAST CORNER OF A SMALL PAVED AREA ADJACENT
 QF0318'TO HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0528 ***********************************************************************
 PD0528  DESIGNATION -  G 202
 PD0528  PID         -  PD0528
 PD0528  STATE/COUNTY-  ME/WASHINGTON
 PD0528  USGS QUAD   -  EASTPORT (1977)
 PD0528
 PD0528                         *CURRENT SURVEY CONTROL
 PD0528  ___________________________________________________________________
 PD0528* NAD 83(1986)-  44 54 59.     (N)    067 00 33.     (W)     SCALED    
 PD0528* NAVD 88     -        18.580  (meters)      60.96   (feet)  ADJUSTED  
 PD0528  ___________________________________________________________________
 PD0528  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 PD0528  DYNAMIC HT  -          18.580 (meters)      60.96  (feet)  COMP
 PD0528  MODELED GRAV-     980,622.1   (mgal)                       NAVD 88
 PD0528
 PD0528  VERT ORDER  -  FIRST     CLASS II
 PD0528
 PD0528.The horizontal coordinates were scaled from a topographic map and have
 PD0528.an estimated accuracy of +/- 6 seconds.
 PD0528
 PD0528.The orthometric height was determined by differential leveling
 PD0528.and adjusted by the National Geodetic Survey in June 1991..
 PD0528
 PD0528.The geoid height was determined by GEOID03.
 PD0528
 PD0528.The dynamic height is computed by dividing the NAVD 88
 PD0528.geopotential number by the normal gravity value computed on the
 PD0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0528.degrees latitude (g = 980.6199 gals.).
 PD0528
 PD0528.The modeled gravity was interpolated from observed gravity values.
 PD0528
 PD0528;                    North         East    Units  Estimated Accuracy
 PD0528;SPC ME E     -   139,930.      417,710.      MT  (+/- 180 meters Scaled)
 PD0528
 PD0528                          SUPERSEDED SURVEY CONTROL
 PD0528
 PD0528.No superseded survey control is available for this station.
 PD0528
 PD0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK571755(NAD 83)
 PD0528_MARKER: DV = VERTICAL CONTROL DISK
 PD0528_SETTING: 66 = SET IN ROCK OUTCROP
 PD0528_SP_SET: OUTCROP
 PD0528_STAMPING: G 202 1978
 PD0528_MARK LOGO: NGS   
 PD0528_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0528_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0528+STABILITY: POSITION/ELEVATION WELL
 PD0528_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PD0528+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2000
 PD0528
 PD0528  HISTORY     - Date     Condition        Report By
 PD0528  HISTORY     - 1978     MONUMENTED       NGS
 PD0528  HISTORY     - 20001024 GOOD             NGS
 PD0528
 PD0528                          STATION DESCRIPTION
 PD0528
 PD0528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PD0528'1.6 MI NW FROM EASTPORT.
 PD0528'1.6 MILES NORTHWEST ALONG STATE HIGHWAY 190 FROM THE POST OFFICE
 PD0528'AT EASTPORT, 207.0 FEET NORTHEAST OF CENTER LINE OF HIGHWAY, 13.8
 PD0528'FEET EAST OF THE EAST CORNER OF A FENCE AROUND THE EASTPORT WATER
 PD0528'COMPANY RESERVIOR.
 PD0528
 PD0528                          STATION RECOVERY (2000)
 PD0528
 PD0528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 PD0528'2.7 KM (1.65 MI) WESTERLY ALONG STATE HIGHWAY 190 FROM THE POST OFFICE
 PD0528'IN EASTPORT, NEAR THE CENTER OF A 3 BY 6-FOOT EXPOSED ROCK OUTCROP,
 PD0528'62.5 M (205.1 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 4.2 M (13.8 FT)
 PD0528'SOUTHEAST OF THE EAST CORNER OF A CHAIN-LINK FENCE ENCLOSING THE
 PD0528'EASTPORT WATER RESERVOIR, 2.0 M (6.6 FT) ABOVE THE LEVEL OF THE
 PD0528'HIGHWAY, AND 1.0 M (3.3 FT) NORTHWEST OF A WITNESS POST.  NOTE--THE
 PD0528'MARK IS ON PROPERTY OWNED BY THE CITY OF EASTPOST, 78 HIGH STREET,
 PD0528'EASTPORT, ME 04361, TELEPHONE 207-853-2300.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI8326 ***********************************************************************
 AI8326  DESIGNATION -  G 206
 AI8326  PID         -  AI8326
 AI8326  STATE/COUNTY-  ME/HANCOCK
 AI8326  USGS QUAD   -  PENOBSCOT (1981)
 AI8326
 AI8326                         *CURRENT SURVEY CONTROL
 AI8326  ___________________________________________________________________
 AI8326* NAD 83(1986)-  44 27 02.     (N)    068 39 57.     (W)     SCALED    
 AI8326* NAVD 88     -        25.220  (meters)      82.74   (feet)  ADJUSTED  
 AI8326  ___________________________________________________________________
 AI8326  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 AI8326  DYNAMIC HT  -          25.219 (meters)      82.74  (feet)  COMP
 AI8326  MODELED GRAV-     980,548.5   (mgal)                       NAVD 88
 AI8326
 AI8326  VERT ORDER  -  SECOND    CLASS I
 AI8326
 AI8326.The horizontal coordinates were scaled from a topographic map and have
 AI8326.an estimated accuracy of +/- 6 seconds.
 AI8326
 AI8326.The orthometric height was determined by differential leveling
 AI8326.and adjusted by the National Geodetic Survey in July 2002..
 AI8326.No vertical observational check was made to the station.
 AI8326
 AI8326.The geoid height was determined by GEOID03.
 AI8326
 AI8326.The dynamic height is computed by dividing the NAVD 88
 AI8326.geopotential number by the normal gravity value computed on the
 AI8326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8326.degrees latitude (g = 980.6199 gals.).
 AI8326
 AI8326.The modeled gravity was interpolated from observed gravity values.
 AI8326
 AI8326;                    North         East    Units  Estimated Accuracy
 AI8326;SPC ME E     -    87,110.      286,800.      MT  (+/- 180 meters Scaled)
 AI8326
 AI8326                          SUPERSEDED SURVEY CONTROL
 AI8326
 AI8326.No superseded survey control is available for this station.
 AI8326
 AI8326_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK265219(NAD 83)
 AI8326_MARKER: DV = VERTICAL CONTROL DISK
 AI8326_SETTING: 66 = SET IN ROCK OUTCROP
 AI8326_STAMPING: G 206 2000
 AI8326_MARK LOGO: NGS   
 AI8326_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8326_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI8326+STABILITY: POSITION/ELEVATION WELL
 AI8326_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI8326+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AI8326
 AI8326  HISTORY     - Date     Condition        Report By
 AI8326  HISTORY     - 2000     MONUMENTED       NGS
 AI8326
 AI8326                          STATION DESCRIPTION
 AI8326
 AI8326'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 AI8326'0.2 KM (0.10 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 199 FROM THE POST
 AI8326'OFFICE IN PENOBSCOT, THENCE 1.6 KM (1.00 MI) SOUTHERLY ALONG STATE
 AI8326'HIGHWAY 175, THENCE 3.0 KM (1.85 MI) EASTERLY ALONG STATE HIGHWAY 177,
 AI8326'NEAR THE CENTER OF A 3 BY 5-FOOT AREA OF EXPOSED ROCK OUTCROP, 32.7 M
 AI8326'(107.3 FT) EAST OF THE CENTER OF THE SOUTH END OF 2 CULVERTS UNDER THE
 AI8326'HIGHWAY, 8.1 M (26.6 FT) SOUTH OF THE HIGHWAY CENTERLINE, 3.5 M (11.5
 AI8326'FT) WEST OF UTILITY POLE NUMBER 36 WITH A GUY CABLE, AND 1.3 M (4.3
 AI8326'FT) ABOVE THE LEVEL OF THE HIGHWAY.  NOTE--THE MARK IS ON THE HIGHWAY
 AI8326'RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0014 ***********************************************************************
 RE0014  DESIGNATION -  G 21
 RE0014  PID         -  RE0014
 RE0014  STATE/COUNTY-  ME/AROOSTOOK
 RE0014  USGS QUAD   -  HOULTON NORTH (1984)
 RE0014
 RE0014                         *CURRENT SURVEY CONTROL
 RE0014  ___________________________________________________________________
 RE0014* NAD 83(1986)-  46 10 49.     (N)    067 50 57.     (W)     SCALED    
 RE0014* NAVD 88     -       124.911  (meters)     409.81   (feet)  ADJUSTED  
 RE0014  ___________________________________________________________________
 RE0014  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 RE0014  DYNAMIC HT  -         124.918 (meters)     409.84  (feet)  COMP
 RE0014  MODELED GRAV-     980,670.8   (mgal)                       NAVD 88
 RE0014
 RE0014  VERT ORDER  -  SECOND    CLASS 0
 RE0014
 RE0014.The horizontal coordinates were scaled from a topographic map and have
 RE0014.an estimated accuracy of +/- 6 seconds.
 RE0014
 RE0014.The orthometric height was determined by differential leveling
 RE0014.and adjusted by the National Geodetic Survey in June 1991..
 RE0014
 RE0014.The geoid height was determined by GEOID03.
 RE0014
 RE0014.The dynamic height is computed by dividing the NAVD 88
 RE0014.geopotential number by the normal gravity value computed on the
 RE0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0014.degrees latitude (g = 980.6199 gals.).
 RE0014
 RE0014.The modeled gravity was interpolated from observed gravity values.
 RE0014
 RE0014;                    North         East    Units  Estimated Accuracy
 RE0014;SPC ME E     -   279,520.      350,250.      MT  (+/- 180 meters Scaled)
 RE0014
 RE0014                          SUPERSEDED SURVEY CONTROL
 RE0014
 RE0014  NGVD 29 (??/??/92)  125.102  (m)          410.44   (f) ADJ UNCH    2 0
 RE0014
 RE0014.Superseded values are not recommended for survey control.
 RE0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0014.See file dsdata.txt to determine how the superseded data were derived.
 RE0014
 RE0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM888147(NAD 83)
 RE0014_MARKER: DB = BENCH MARK DISK
 RE0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RE0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RE0014_STAMPING: G 21 1933
 RE0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RE0014+STABILITY: SURFACE MOTION
 RE0014
 RE0014  HISTORY     - Date     Condition        Report By
 RE0014  HISTORY     - 1933     MONUMENTED       CGS
 RE0014  HISTORY     - 1951     GOOD             NGS
 RE0014  HISTORY     - 1951     MARK NOT FOUND   NGS
 RE0014
 RE0014                          STATION DESCRIPTION
 RE0014
 RE0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 RE0014'3.6 MI N FROM HOULTON.
 RE0014'3.6 MILES NORTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 RE0014'THE STATION AT HOULTON, AROOSTOOK COUNTY, 0.8 MILE NORTH OF
 RE0014'MILEPOST 169, 30 FEET EAST OF THE CENTERLINE OF THE TRACK, AND
 RE0014'ABOUT ONE FOOT HIGHER THAN THE TOP OF THE RAIL.  A STANDARD
 RE0014'DISK, STAMPED G 21 1933 AND SET IN THE TOP OF A CONCRETE POST.
 RE0014
 RE0014                          STATION RECOVERY (1951)
 RE0014
 RE0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 RE0014'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0066 ***********************************************************************
 RE0066  DESIGNATION -  G 22
 RE0066  PID         -  RE0066
 RE0066  STATE/COUNTY-  ME/AROOSTOOK
 RE0066  USGS QUAD   -  GOODWIN (1984)
 RE0066
 RE0066                         *CURRENT SURVEY CONTROL
 RE0066  ___________________________________________________________________
 RE0066* NAD 83(1986)-  46 48 49.     (N)    067 59 11.     (W)     SCALED    
 RE0066* NAVD 88     -       123.584  (meters)     405.46   (feet)  ADJUSTED  
 RE0066  ___________________________________________________________________
 RE0066  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 RE0066  DYNAMIC HT  -         123.596 (meters)     405.50  (feet)  COMP
 RE0066  MODELED GRAV-     980,716.1   (mgal)                       NAVD 88
 RE0066
 RE0066  VERT ORDER  -  SECOND    CLASS 0
 RE0066
 RE0066.The horizontal coordinates were scaled from a topographic map and have
 RE0066.an estimated accuracy of +/- 6 seconds.
 RE0066
 RE0066.The orthometric height was determined by differential leveling
 RE0066.and adjusted by the National Geodetic Survey in June 1991..
 RE0066
 RE0066.The geoid height was determined by GEOID03.
 RE0066
 RE0066.The dynamic height is computed by dividing the NAVD 88
 RE0066.geopotential number by the normal gravity value computed on the
 RE0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0066.degrees latitude (g = 980.6199 gals.).
 RE0066
 RE0066.The modeled gravity was interpolated from observed gravity values.
 RE0066
 RE0066;                    North         East    Units  Estimated Accuracy
 RE0066;SPC ME E     -   349,830.      339,200.      MT  (+/- 180 meters Scaled)
 RE0066
 RE0066                          SUPERSEDED SURVEY CONTROL
 RE0066
 RE0066  NGVD 29 (??/??/92)  123.77   (m)          406.1    (f) COMPUTED    2 0
 RE0066
 RE0066.Superseded values are not recommended for survey control.
 RE0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0066.See file dsdata.txt to determine how the superseded data were derived.
 RE0066
 RE0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM773849(NAD 83)
 RE0066_MARKER: DB = BENCH MARK DISK
 RE0066_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RE0066_SP_SET: CULVERT
 RE0066_STAMPING: G 22 1933
 RE0066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RE0066
 RE0066  HISTORY     - Date     Condition        Report By
 RE0066  HISTORY     - 1933     MONUMENTED       CGS
 RE0066
 RE0066                          STATION DESCRIPTION
 RE0066
 RE0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 RE0066'3.2 MI S FROM CARIBOU.
 RE0066'ON OAKFIELD TO VAN BUREN DIVISION OF THE BANGER AND AROOSTOOK
 RE0066'RAILROAD, 85 YARDS NORTH OF MILE POST 223, 85 YARDS SOUTH OF
 RE0066'POTATOE WAREHOUSE, SET IN TOP OF NORTH END OF WEST HEAD WALL OF
 RE0066'CULVERT 223.05, 4 YARDS WEST OF CENTER LINE OF TRACKS AND
 RE0066'6 FEET BELOW BASE OF RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0067 ***********************************************************************
 RE0067  DESIGNATION -  G 22 RESET 1941
 RE0067  PID         -  RE0067
 RE0067  STATE/COUNTY-  ME/AROOSTOOK
 RE0067  USGS QUAD   -  GOODWIN (1984)
 RE0067
 RE0067                         *CURRENT SURVEY CONTROL
 RE0067  ___________________________________________________________________
 RE0067* NAD 83(1986)-  46 48 49.     (N)    067 59 11.     (W)     SCALED    
 RE0067* NAVD 88     -       123.75   (meters)     406.0    (feet)  RESET     
 RE0067  ___________________________________________________________________
 RE0067  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 RE0067
 RE0067  VERT ORDER  -  THIRD
 RE0067
 RE0067.The horizontal coordinates were scaled from a topographic map and have
 RE0067.an estimated accuracy of +/- 6 seconds.
 RE0067
 RE0067.The orthometric height was computed from unverified reset data.
 RE0067
 RE0067.The geoid height was determined by GEOID03.
 RE0067
 RE0067;                    North         East    Units  Estimated Accuracy
 RE0067;SPC ME E     -   349,830.      339,200.      MT  (+/- 180 meters Scaled)
 RE0067
 RE0067                          SUPERSEDED SURVEY CONTROL
 RE0067
 RE0067  NGVD 29 (??/??/??)  123.93   (m)          406.6    (f) RESET       3  
 RE0067
 RE0067.Superseded values are not recommended for survey control.
 RE0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0067.See file dsdata.txt to determine how the superseded data were derived.
 RE0067
 RE0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM773849(NAD 83)
 RE0067_MARKER: DB = BENCH MARK DISK
 RE0067_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RE0067_SP_SET: CULVERT
 RE0067_STAMPING: G 22 RESET 1941
 RE0067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RE0067
 RE0067  HISTORY     - Date     Condition        Report By
 RE0067  HISTORY     - 1941     MONUMENTED       BARR
 RE0067  HISTORY     - 1971     GOOD             BARR
 RE0067
 RE0067                          STATION DESCRIPTION
 RE0067
 RE0067'DESCRIBED BY BANGOR AND AROOSTOOK RAILROAD 1941
 RE0067'3.2 MI S FROM CARIBOU.
 RE0067'3.2 MILES SOUTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 RE0067'CARIBOU, AROOSTOOK COUNTY, 85 YARDS NORTH OF MILEPOST 223, 85
 RE0067'YARDS SOUTH OF A POTATO WAREHOUSE, AT CULVERT 223.05, IN THE
 RE0067'TOP OF THE NORTH END OF THE WEST HEADWALL, 4 YARDS WEST OF
 RE0067'THE CENTERLINE OF THE TRACK, AND ABOUT 6 FEET LOWER THAN THE
 RE0067'TRACK.
 RE0067
 RE0067                          STATION RECOVERY (1971)
 RE0067
 RE0067'RECOVERY NOTE BY BANGOR AND AROOSTOOK RAILROAD 1971
 RE0067'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0028 ***********************************************************************
 SF0028  DESIGNATION -  G 23
 SF0028  PID         -  SF0028
 SF0028  STATE/COUNTY-  ME/AROOSTOOK
 SF0028  USGS QUAD   -  FRENCHVILLE (1986)
 SF0028
 SF0028                         *CURRENT SURVEY CONTROL
 SF0028  ___________________________________________________________________
 SF0028* NAD 83(1986)-  47 16 57.     (N)    068 25 20.     (W)     SCALED    
 SF0028* NAVD 88     -       152.501  (meters)     500.33   (feet)  ADJUSTED  
 SF0028  ___________________________________________________________________
 SF0028  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 SF0028  DYNAMIC HT  -         152.524 (meters)     500.41  (feet)  COMP
 SF0028  MODELED GRAV-     980,758.2   (mgal)                       NAVD 88
 SF0028
 SF0028  VERT ORDER  -  SECOND    CLASS 0
 SF0028
 SF0028.The horizontal coordinates were scaled from a topographic map and have
 SF0028.an estimated accuracy of +/- 6 seconds.
 SF0028
 SF0028.The orthometric height was determined by differential leveling
 SF0028.and adjusted by the National Geodetic Survey in June 1991..
 SF0028
 SF0028.The geoid height was determined by GEOID03.
 SF0028
 SF0028.The dynamic height is computed by dividing the NAVD 88
 SF0028.geopotential number by the normal gravity value computed on the
 SF0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0028.degrees latitude (g = 980.6199 gals.).
 SF0028
 SF0028.The modeled gravity was interpolated from observed gravity values.
 SF0028
 SF0028;                    North         East    Units  Estimated Accuracy
 SF0028;SPC ME E     -   401,830.      305,880.      MT  (+/- 180 meters Scaled)
 SF0028
 SF0028                          SUPERSEDED SURVEY CONTROL
 SF0028
 SF0028  NGVD 29 (??/??/92)  152.607  (m)          500.68   (f) ADJ UNCH    2 0
 SF0028
 SF0028.Superseded values are not recommended for survey control.
 SF0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0028.See file dsdata.txt to determine how the superseded data were derived.
 SF0028
 SF0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN436367(NAD 83)
 SF0028_MARKER: DB = BENCH MARK DISK
 SF0028_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SF0028_SP_SET: WALL
 SF0028_STAMPING: G 23 1933
 SF0028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0028
 SF0028  HISTORY     - Date     Condition        Report By
 SF0028  HISTORY     - 1933     MONUMENTED       CGS
 SF0028
 SF0028                          STATION DESCRIPTION
 SF0028
 SF0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 SF0028'AT ST LUCE.
 SF0028'AT ST. LUCE, AROOSTOOK COUNTY, ON THE BANGOR AND AROOSTOOK
 SF0028'RAILROAD, ABOUT 654 FEET EAST OF THE STATION, 30 YARDS SOUTH OF
 SF0028'THE CENTERLINE OF THE MAIN TRACK, IN THE NORTH FACE OF THE
 SF0028'CONCRETE WALL BETWEEN POTATO HOUSES 5 AND 6, AND ABOUT 4 FEET
 SF0028'ABOVE THE LEVEL OF THE TRACK.  A STANDARD DISK, STAMPED G 23
 SF0028'1933 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0817 ***********************************************************************
 QG0817  DESIGNATION -  G 24
 QG0817  PID         -  QG0817
 QG0817  STATE/COUNTY-  ME/SOMERSET
 QG0817  USGS QUAD   -  DIMMICK MOUNTAIN (1989)
 QG0817
 QG0817                         *CURRENT SURVEY CONTROL
 QG0817  ___________________________________________________________________
 QG0817* NAD 83(1986)-  45 11 52.     (N)    069 48 37.     (W)     SCALED    
 QG0817* NAVD 88     -       329.678  (meters)    1081.62   (feet)  ADJUSTED  
 QG0817  ___________________________________________________________________
 QG0817  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 QG0817  DYNAMIC HT  -         329.654 (meters)    1081.54  (feet)  COMP
 QG0817  MODELED GRAV-     980,534.0   (mgal)                       NAVD 88
 QG0817
 QG0817  VERT ORDER  -  SECOND    CLASS 0
 QG0817
 QG0817.The horizontal coordinates were scaled from a topographic map and have
 QG0817.an estimated accuracy of +/- 6 seconds.
 QG0817
 QG0817.The orthometric height was determined by differential leveling
 QG0817.and adjusted by the National Geodetic Survey in June 1991..
 QG0817
 QG0817.The geoid height was determined by GEOID03.
 QG0817
 QG0817.The dynamic height is computed by dividing the NAVD 88
 QG0817.geopotential number by the normal gravity value computed on the
 QG0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0817.degrees latitude (g = 980.6199 gals.).
 QG0817
 QG0817.The modeled gravity was interpolated from observed gravity values.
 QG0817
 QG0817;                    North         East    Units  Estimated Accuracy
 QG0817;SPC ME W     -   262,770.      928,000.      MT  (+/- 180 meters Scaled)
 QG0817
 QG0817                          SUPERSEDED SURVEY CONTROL
 QG0817
 QG0817  NGVD 29 (??/??/92)  329.833  (m)         1082.13   (f) ADJ UNCH    2 0
 QG0817
 QG0817.Superseded values are not recommended for survey control.
 QG0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0817.See file dsdata.txt to determine how the superseded data were derived.
 QG0817
 QG0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL363052(NAD 83)
 QG0817_MARKER: DB = BENCH MARK DISK
 QG0817_SETTING: 80 = SET IN A BOULDER
 QG0817_SP_SET: BOULDER
 QG0817_STAMPING: 1082.127 G 24 1933
 QG0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0817+STABILITY: SURFACE MOTION
 QG0817
 QG0817  HISTORY     - Date     Condition        Report By
 QG0817  HISTORY     - 1933     MONUMENTED       CGS
 QG0817  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 QG0817
 QG0817                          STATION DESCRIPTION
 QG0817
 QG0817'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 QG0817'4.7 MI N FROM DEADWATER.
 QG0817'4.7 MILES NORTH ALONG THE OLD ROADBED OF THE ABANDONED MAINE
 QG0817'CENTRAL RAILROAD FROM DEADWATER, SOMERSET COUNTY, 0.8 MILE
 QG0817'NORTHEAST OF LAKE AUSTIN, 15 YARDS SOUTHEAST OF THE CENTER LINE
 QG0817'OF THE ROADBED, IN THE TOP OF A 3- BY 5-FOOT BOULDER PROJECTING
 QG0817'ABOUT 1 FOOT ABOVE THE GROUND, AND LEVEL WITH THE ROADBED.
 QG0817'A STANDARD DISK, STAMPED 1082.127 G 24 1933.
 QG0817
 QG0817                          STATION RECOVERY (1986)
 QG0817
 QG0817'RECOVERY NOTE BY US POWER SQUADRON 1986 (WRM)
 QG0817'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1511 ***********************************************************************
 PE1511  DESIGNATION -  G 25
 PE1511  PID         -  PE1511
 PE1511  STATE/COUNTY-  ME/SOMERSET
 PE1511  USGS QUAD   -  NORRIDGEWOCK (1982)
 PE1511
 PE1511                         *CURRENT SURVEY CONTROL
 PE1511  ___________________________________________________________________
 PE1511* NAD 83(1986)-  44 39 34.     (N)    069 45 22.     (W)     SCALED    
 PE1511* NAVD 88     -        66.656  (meters)     218.69   (feet)  ADJUSTED  
 PE1511  ___________________________________________________________________
 PE1511  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 PE1511  DYNAMIC HT  -          66.651 (meters)     218.67  (feet)  COMP
 PE1511  MODELED GRAV-     980,532.4   (mgal)                       NAVD 88
 PE1511
 PE1511  VERT ORDER  -  SECOND    CLASS 0
 PE1511
 PE1511.The horizontal coordinates were scaled from a topographic map and have
 PE1511.an estimated accuracy of +/- 6 seconds.
 PE1511
 PE1511.The orthometric height was determined by differential leveling
 PE1511.and adjusted by the National Geodetic Survey in June 1991..
 PE1511
 PE1511.The geoid height was determined by GEOID03.
 PE1511
 PE1511.The dynamic height is computed by dividing the NAVD 88
 PE1511.geopotential number by the normal gravity value computed on the
 PE1511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1511.degrees latitude (g = 980.6199 gals.).
 PE1511
 PE1511.The modeled gravity was interpolated from observed gravity values.
 PE1511
 PE1511;                    North         East    Units  Estimated Accuracy
 PE1511;SPC ME W     -   202,970.      932,560.      MT  (+/- 180 meters Scaled)
 PE1511
 PE1511                          SUPERSEDED SURVEY CONTROL
 PE1511
 PE1511  NGVD 29 (??/??/92)   66.849  (m)          219.32   (f) ADJ UNCH    2 0
 PE1511
 PE1511.Superseded values are not recommended for survey control.
 PE1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1511.See file dsdata.txt to determine how the superseded data were derived.
 PE1511
 PE1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK400453(NAD 83)
 PE1511_MARKER: DB = BENCH MARK DISK
 PE1511_SETTING: 80 = SET IN A BOULDER
 PE1511_SP_SET: BOULDER
 PE1511_STAMPING: 219.320 G 25 1933
 PE1511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1511+STABILITY: SURFACE MOTION
 PE1511
 PE1511  HISTORY     - Date     Condition        Report By
 PE1511  HISTORY     - 1933     MONUMENTED       CGS
 PE1511  HISTORY     - 1934     GOOD             NGS
 PE1511
 PE1511                          STATION DESCRIPTION
 PE1511
 PE1511'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PE1511'4.1 MI S FROM NORRIDGEWOCK.
 PE1511'4.1 MILES SOUTH ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE1511'STATION AT NORRIDGEWOCK, SOMERSET COUNTY, 21-1/2 RAILS SOUTH
 PE1511'OF MILEPOST K 82, 3 RAILS NORTH OF A SMALL RAILROAD TOOLHOUSE,
 PE1511'6 YARDS WEST OF THE CENTER LINE OF THE TRACK, 9 YARDS EAST OF
 PE1511'THE CENTER LINE OF A MACADAM ROAD, IN THE TOP OF A 3-BY 3-FOOT
 PE1511'IRREGULAR-SHAPED BOULDER PROJECTING ABOUT 1 FOOT ABOVE THE GROUND,
 PE1511'AND ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 PE1511'219.320 G 25 1933.
 PE1511
 PE1511                          STATION RECOVERY (1934)
 PE1511
 PE1511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PE1511'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0234 ***********************************************************************
 PF0234  DESIGNATION -  G 26
 PF0234  PID         -  PF0234
 PF0234  STATE/COUNTY-  ME/FRANKLIN
 PF0234  USGS QUAD   -  RANGELEY (1997)
 PF0234
 PF0234                         *CURRENT SURVEY CONTROL
 PF0234  ___________________________________________________________________
 PF0234* NAD 83(1986)-  44 58 07.     (N)    070 40 07.     (W)     SCALED    
 PF0234* NAVD 88     -       520.139  (meters)    1706.49   (feet)  ADJUSTED  
 PF0234  ___________________________________________________________________
 PF0234  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 PF0234  DYNAMIC HT  -         520.081 (meters)    1706.30  (feet)  COMP
 PF0234  MODELED GRAV-     980,488.7   (mgal)                       NAVD 88
 PF0234
 PF0234  VERT ORDER  -  SECOND    CLASS 0
 PF0234
 PF0234.The horizontal coordinates were scaled from a topographic map and have
 PF0234.an estimated accuracy of +/- 6 seconds.
 PF0234
 PF0234.The orthometric height was determined by differential leveling
 PF0234.and adjusted by the National Geodetic Survey in June 1991..
 PF0234
 PF0234.The geoid height was determined by GEOID03.
 PF0234
 PF0234.The dynamic height is computed by dividing the NAVD 88
 PF0234.geopotential number by the normal gravity value computed on the
 PF0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0234.degrees latitude (g = 980.6199 gals.).
 PF0234
 PF0234.The modeled gravity was interpolated from observed gravity values.
 PF0234
 PF0234;                    North         East    Units  Estimated Accuracy
 PF0234;SPC ME W     -   237,370.      860,400.      MT  (+/- 180 meters Scaled)
 PF0234
 PF0234                          SUPERSEDED SURVEY CONTROL
 PF0234
 PF0234  NGVD 29 (??/??/92)  520.274  (m)         1706.93   (f) ADJ UNCH    2 0
 PF0234
 PF0234.Superseded values are not recommended for survey control.
 PF0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0234.See file dsdata.txt to determine how the superseded data were derived.
 PF0234
 PF0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK684808(NAD 83)
 PF0234_MARKER: DB = BENCH MARK DISK
 PF0234_SETTING: 80 = SET IN A BOULDER
 PF0234_SP_SET: BOULDER
 PF0234_STAMPING: 1706.932 G 26 1933
 PF0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0234+STABILITY: SURFACE MOTION
 PF0234
 PF0234  HISTORY     - Date     Condition        Report By
 PF0234  HISTORY     - 1933     MONUMENTED       CGS
 PF0234  HISTORY     - 1934     GOOD             NGS
 PF0234  HISTORY     - 20060710 MARK NOT FOUND   GEOCAC
 PF0234
 PF0234                          STATION DESCRIPTION
 PF0234
 PF0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PF0234'1.6 MI W FROM RANGELEY.
 PF0234'1.6 MILES WEST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE AT
 PF0234'RANGELEY, FRANKLIN COUNTY, AT THE TOP OF A LONG STEEP HILL, AT
 PF0234'THE JUNCTION OF A ROAD LEADING SOUTH TO RANGELEY LAKE, 77 YARDS
 PF0234'SOUTH OF THE SOUTHEAST CORNER OF THE M.H. NILE DAIRY BARN, 12
 PF0234'YARDS NORTH OF THE CENTER LINE OF THE HIGHWAY, 4 YARDS WEST OF A
 PF0234'14-INCH MAPLE TREE, IN THE TOP OF A LARGE EMBEDDED BOULDER, AND
 PF0234'LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED 1706.932 G 26
 PF0234'1933.
 PF0234
 PF0234                          STATION RECOVERY (1934)
 PF0234
 PF0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PF0234'RECOVERED IN GOOD CONDITION.
 PF0234
 PF0234                          STATION RECOVERY (2006)
 PF0234
 PF0234'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 PF0234'THE MARK WAS NOT RECOVERED, NOT FOUND.
 PF0234' 
 PF0234'THE HILL STILL HAS AN OLD BARN AT THE RIGHT PLACE AND A MAPLE TREE
 PF0234'(NOW ABOUT 30 INCHES IN DIAMETER) STANDS IN THE CORRECT LOCATION.
 PF0234'THERE IS HOWEVER NO BOULDER PROJECTING 2 FEET ABOVE THE GOUND AND
 PF0234'LEVEL WITH THE HIGHWAY NEXT TO THE TREE. THE MARK IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0293 ***********************************************************************
 PF0293  DESIGNATION -  G 27
 PF0293  PID         -  PF0293
 PF0293  STATE/COUNTY-  ME/OXFORD
 PF0293  USGS QUAD   -  UMBAGOG LAKE SOUTH (1988)
 PF0293
 PF0293                         *CURRENT SURVEY CONTROL
 PF0293  ___________________________________________________________________
 PF0293* NAD 83(1986)-  44 41 18.     (N)    071 00 01.     (W)     SCALED    
 PF0293* NAVD 88     -       541.748  (meters)    1777.38   (feet)  ADJUSTED  
 PF0293  ___________________________________________________________________
 PF0293  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 PF0293  DYNAMIC HT  -         541.664 (meters)    1777.11  (feet)  COMP
 PF0293  MODELED GRAV-     980,446.3   (mgal)                       NAVD 88
 PF0293
 PF0293  VERT ORDER  -  SECOND    CLASS 0
 PF0293
 PF0293.The horizontal coordinates were scaled from a topographic map and have
 PF0293.an estimated accuracy of +/- 6 seconds.
 PF0293
 PF0293.The orthometric height was determined by differential leveling
 PF0293.and adjusted by the National Geodetic Survey in June 1991..
 PF0293
 PF0293.The geoid height was determined by GEOID03.
 PF0293
 PF0293.The dynamic height is computed by dividing the NAVD 88
 PF0293.geopotential number by the normal gravity value computed on the
 PF0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0293.degrees latitude (g = 980.6199 gals.).
 PF0293
 PF0293.The modeled gravity was interpolated from observed gravity values.
 PF0293
 PF0293;                    North         East    Units  Estimated Accuracy
 PF0293;SPC ME W     -   206,440.      833,920.      MT  (+/- 180 meters Scaled)
 PF0293
 PF0293                          SUPERSEDED SURVEY CONTROL
 PF0293
 PF0293  NGVD 29 (??/??/92)  541.87   (m)         1777.8    (f) COMPUTED    2 0
 PF0293
 PF0293.Superseded values are not recommended for survey control.
 PF0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0293.See file dsdata.txt to determine how the superseded data were derived.
 PF0293
 PF0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK414502(NAD 83)
 PF0293_MARKER: DB = BENCH MARK DISK
 PF0293_SETTING: 66 = SET IN ROCK OUTCROP
 PF0293_SP_SET: ROCK OUTCROP
 PF0293_STAMPING: 1777.821 G 27 1933
 PF0293_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PF0293+STABILITY: POSITION/ELEVATION WELL
 PF0293
 PF0293  HISTORY     - Date     Condition        Report By
 PF0293  HISTORY     - 1933     MONUMENTED       CGS
 PF0293  HISTORY     - 1936     GOOD             NGS
 PF0293  HISTORY     - 20050809 MARK NOT FOUND   GEOCAC
 PF0293
 PF0293                          STATION DESCRIPTION
 PF0293
 PF0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PF0293'0.7 MI SE FROM UPTON.
 PF0293'ABOUT 0.7 MILE SOUTHEAST ALONG STATE HIGHWAY 26 FROM UPTON,
 PF0293'OXFORD COUNTY, ABOUT 50 YARDS EAST OF THE APEX OF A V FORMED
 PF0293'BY THE INTERSECTION OF THE ROAD LEADING TO ANDOVER, ABOUT 18
 PF0293'YARDS NORTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT 12 YARDS
 PF0293'SOUTH OF THE CENTER LINE OF THE ROAD, AND IN THE TOP OF A ROCK
 PF0293'OUTCROP.  A STANDARD DISK, STAMPED 1777.821 G 27 1933.
 PF0293
 PF0293                          STATION RECOVERY (1936)
 PF0293
 PF0293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1936
 PF0293'RECOVERED IN GOOD CONDITION.
 PF0293
 PF0293                          STATION RECOVERY (2005)
 PF0293
 PF0293'RECOVERY NOTE BY GEOCACHING 2005 (JKS)
 PF0293'MARK NOT RECOVERED. I SUSPECT THAT HEAVY AND ONGOING ROAD MOVEMENT
 PF0293'OVER THE LAST 70 YEARS HAS CAUSED THIS MARK TO NO LONGER EXIST.
 PF0293'SUBMITTED BY J.K. SNYDER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0179 ***********************************************************************
 PF0179  DESIGNATION -  G 28
 PF0179  PID         -  PF0179
 PF0179  STATE/COUNTY-  ME/CUMBERLAND
 PF0179  USGS QUAD   -  BRIDGTON (1983)
 PF0179
 PF0179                         *CURRENT SURVEY CONTROL
 PF0179  ___________________________________________________________________
 PF0179* NAD 83(1986)-  44 01 24.     (N)    070 42 21.     (W)     SCALED    
 PF0179* NAVD 88     -       124.910  (meters)     409.81   (feet)  ADJUSTED  
 PF0179  ___________________________________________________________________
 PF0179  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 PF0179  DYNAMIC HT  -         124.891 (meters)     409.75  (feet)  COMP
 PF0179  MODELED GRAV-     980,467.0   (mgal)                       NAVD 88
 PF0179
 PF0179  VERT ORDER  -  SECOND    CLASS 0
 PF0179
 PF0179.The horizontal coordinates were scaled from a topographic map and have
 PF0179.an estimated accuracy of +/- 6 seconds.
 PF0179
 PF0179.The orthometric height was determined by differential leveling
 PF0179.and adjusted by the National Geodetic Survey in June 1991..
 PF0179
 PF0179.The geoid height was determined by GEOID03.
 PF0179
 PF0179.The dynamic height is computed by dividing the NAVD 88
 PF0179.geopotential number by the normal gravity value computed on the
 PF0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0179.degrees latitude (g = 980.6199 gals.).
 PF0179
 PF0179.The modeled gravity was interpolated from observed gravity values.
 PF0179
 PF0179;                    North         East    Units  Estimated Accuracy
 PF0179;SPC ME W     -   132,350.      856,770.      MT  (+/- 180 meters Scaled)
 PF0179
 PF0179                          SUPERSEDED SURVEY CONTROL
 PF0179
 PF0179  NGVD 29 (??/??/92)  125.076  (m)          410.35   (f) ADJ UNCH    2 0
 PF0179
 PF0179.Superseded values are not recommended for survey control.
 PF0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0179.See file dsdata.txt to determine how the superseded data were derived.
 PF0179
 PF0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ632758(NAD 83)
 PF0179_MARKER: DB = BENCH MARK DISK
 PF0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PF0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PF0179_STAMPING: G 28 1935
 PF0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0179+STABILITY: SURFACE MOTION
 PF0179
 PF0179  HISTORY     - Date     Condition        Report By
 PF0179  HISTORY     - 1935     MONUMENTED       CGS
 PF0179  HISTORY     - 1947     GOOD             LOCENG
 PF0179  HISTORY     - 20040228 MARK NOT FOUND   GEOCAC
 PF0179
 PF0179                          STATION DESCRIPTION
 PF0179
 PF0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PF0179'1 MI S FROM BRIDGTON.
 PF0179'ABOUT 1.0 MILE SOUTH ALONG THE BRIDGTON AND HARRISON RAILWAY
 PF0179'FROM THE STATION AT BRIDGTON, CUMBERLAND COUNTY, 4 POLES SOUTH
 PF0179'OF MILEPOST 15, 17 FEET EAST OF THE EAST RAIL, AND 6 FEET
 PF0179'SOUTH OF POLE 462.  A STANDARD DISK, STAMPED G 28 1935 AND SET
 PF0179'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE
 PF0179'GROUND.
 PF0179
 PF0179                          STATION RECOVERY (1947)
 PF0179
 PF0179'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1947
 PF0179'RECOVERED IN GOOD CONDITION.
 PF0179
 PF0179                          STATION RECOVERY (2004)
 PF0179
 PF0179'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 PF0179'MARK NOT FOUND. FORMER GRAVEL PIT NOW HERE AS WELL AS ILLEGAL DUMPING
 PF0179'GROUND OF HEAVY METAL ITEMS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0076 ***********************************************************************
 PF0076  DESIGNATION -  G 29
 PF0076  PID         -  PF0076
 PF0076  STATE/COUNTY-  ME/FRANKLIN
 PF0076  USGS QUAD   -  LIVERMORE FALLS (1967)
 PF0076
 PF0076                         *CURRENT SURVEY CONTROL
 PF0076  ___________________________________________________________________
 PF0076* NAD 83(1986)-  44 29 54.     (N)    070 13 04.     (W)     SCALED    
 PF0076* NAVD 88     -       115.599  (meters)     379.26   (feet)  ADJUSTED  
 PF0076  ___________________________________________________________________
 PF0076  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 PF0076  DYNAMIC HT  -         115.587 (meters)     379.22  (feet)  COMP
 PF0076  MODELED GRAV-     980,507.2   (mgal)                       NAVD 88
 PF0076
 PF0076  VERT ORDER  -  SECOND    CLASS 0
 PF0076
 PF0076.The horizontal coordinates were scaled from a topographic map and have
 PF0076.an estimated accuracy of +/- 6 seconds.
 PF0076
 PF0076.The orthometric height was determined by differential leveling
 PF0076.and adjusted by the National Geodetic Survey in June 1991..
 PF0076
 PF0076.The geoid height was determined by GEOID03.
 PF0076
 PF0076.The dynamic height is computed by dividing the NAVD 88
 PF0076.geopotential number by the normal gravity value computed on the
 PF0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0076.degrees latitude (g = 980.6199 gals.).
 PF0076
 PF0076.The modeled gravity was interpolated from observed gravity values.
 PF0076
 PF0076;                    North         East    Units  Estimated Accuracy
 PF0076;SPC ME W     -   184,990.      895,940.      MT  (+/- 180 meters Scaled)
 PF0076
 PF0076                          SUPERSEDED SURVEY CONTROL
 PF0076
 PF0076  NGVD 29 (??/??/92)  115.727  (m)          379.68   (f) ADJ UNCH    2 0
 PF0076
 PF0076.Superseded values are not recommended for survey control.
 PF0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0076.See file dsdata.txt to determine how the superseded data were derived.
 PF0076
 PF0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK031279(NAD 83)
 PF0076_MARKER: DB = BENCH MARK DISK
 PF0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PF0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PF0076_STAMPING: G 29 1935
 PF0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0076+STABILITY: SURFACE MOTION
 PF0076
 PF0076  HISTORY     - Date     Condition        Report By
 PF0076  HISTORY     - 1935     MONUMENTED       CGS
 PF0076
 PF0076                          STATION DESCRIPTION
 PF0076
 PF0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PF0076'2.1 MI W FROM LIVERMORE FALLS.
 PF0076'FRANKLIN COUNTY, 2.1 MILES WEST ALONG THE MAINE CENTRAL RAILROAD
 PF0076'FROM THE STATION AT LIVERMORE FALLS, ANDROSCOGGIN COUNTY, 4 POLES
 PF0076'EAST OF MILEPOST 3, 62 FEET NORTH OF THE CENTER OF A ROAD
 PF0076'CROSSING AND 21.2 FEET NORTH OF THE NORTH RAIL.  A STANDARD DISK,
 PF0076'STAMPED G 29 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PF0076'3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0142 ***********************************************************************
 QF0142  DESIGNATION -  G 3
 QF0142  PID         -  QF0142
 QF0142  STATE/COUNTY-  ME/AROOSTOOK
 QF0142  USGS QUAD   -  JIMMEY MOUNTAIN (1988)
 QF0142
 QF0142                         *CURRENT SURVEY CONTROL
 QF0142  ___________________________________________________________________
 QF0142* NAD 83(1986)-  45 40 31.     (N)    067 57 52.     (W)     SCALED    
 QF0142* NAVD 88     -       127.535  (meters)     418.42   (feet)  ADJUSTED  
 QF0142  ___________________________________________________________________
 QF0142  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 QF0142  DYNAMIC HT  -         127.537 (meters)     418.43  (feet)  COMP
 QF0142  MODELED GRAV-     980,635.0   (mgal)                       NAVD 88
 QF0142
 QF0142  VERT ORDER  -  FIRST     CLASS II
 QF0142
 QF0142.The horizontal coordinates were scaled from a topographic map and have
 QF0142.an estimated accuracy of +/- 6 seconds.
 QF0142
 QF0142.The orthometric height was determined by differential leveling
 QF0142.and adjusted by the National Geodetic Survey in June 1991..
 QF0142
 QF0142.The geoid height was determined by GEOID03.
 QF0142
 QF0142.The dynamic height is computed by dividing the NAVD 88
 QF0142.geopotential number by the normal gravity value computed on the
 QF0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0142.degrees latitude (g = 980.6199 gals.).
 QF0142
 QF0142.The modeled gravity was interpolated from observed gravity values.
 QF0142
 QF0142;                    North         East    Units  Estimated Accuracy
 QF0142;SPC ME E     -   223,330.      341,720.      MT  (+/- 180 meters Scaled)
 QF0142
 QF0142                          SUPERSEDED SURVEY CONTROL
 QF0142
 QF0142.No superseded survey control is available for this station.
 QF0142
 QF0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL806584(NAD 83)
 QF0142_MARKER: DB = BENCH MARK DISK
 QF0142_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QF0142_SP_SET: CULVERT
 QF0142_STAMPING: ELEV 418.989 FT G 3 1916
 QF0142_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QF0142
 QF0142  HISTORY     - Date     Condition        Report By
 QF0142  HISTORY     - 1916     MONUMENTED       CGS
 QF0142
 QF0142                          STATION DESCRIPTION
 QF0142
 QF0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1916
 QF0142'3.9 MI E FROM BANCROFT.
 QF0142'3.9 MILES EAST ALONG THE MAINE CENTRAL RAILROAD FROM BANCROFT,
 QF0142'AROOSTOOK COUNTY, 13-1/2 RAILS SOUTH OF MILEPOST 219, AT A
 QF0142'CONCRETE CULVERT, AND IN THE CENTER OF THE TOP OF THE EAST
 QF0142'HEAD WALL.  A STANDARD DISK, STAMPED ELEV 418.989 FT G 3 1916.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1750 ***********************************************************************
 OC1750  DESIGNATION -  G 3 1941
 OC1750  PID         -  OC1750
 OC1750  STATE/COUNTY-  ME/CUMBERLAND
 OC1750  USGS QUAD   -  PORTLAND EAST (1975)
 OC1750
 OC1750                         *CURRENT SURVEY CONTROL
 OC1750  ___________________________________________________________________
 OC1750* NAD 83(1996)-  43 41 11.41647(N)    070 11 35.97054(W)     ADJUSTED  
 OC1750* NAVD 88     -        21.     (meters)      69.     (feet)  SCALED    
 OC1750  ___________________________________________________________________
 OC1750  LAPLACE CORR-           3.62  (seconds)                    DEFLEC99
 OC1750  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 OC1750
 OC1750  HORZ ORDER  -  THIRD
 OC1750
 OC1750.The horizontal coordinates were established by classical geodetic methods
 OC1750.and adjusted by the National Geodetic Survey in March 1998..
 OC1750
 OC1750.The orthometric height was scaled from a topographic map.
 OC1750
 OC1750.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1750
 OC1750.The geoid height was determined by GEOID03.
 OC1750
 OC1750;                    North         East     Units Scale Factor Converg.
 OC1750;SPC ME W     -    94,782.637   897,850.670   MT  0.99996672   -0 01 06.3
 OC1750;UTM  19      - 4,837,746.391   403,823.566   MT  0.99971377   -0 49 27.5
 OC1750
 OC1750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1750!SPC ME W     -   1.00000083  x   0.99996672  =   0.99996755
 OC1750!UTM  19      -   1.00000083  x   0.99971377  =   0.99971460
 OC1750
 OC1750                          SUPERSEDED SURVEY CONTROL
 OC1750
 OC1750  NAD 83(1992)-  43 41 11.41474(N)    070 11 35.97123(W) AD(       ) 4
 OC1750  NAD 83(1986)-  43 41 11.42083(N)    070 11 35.97670(W) AD(       ) 4
 OC1750  NAD 27      -  43 41 11.13000(N)    070 11 37.80200(W) AD(       ) 3
 OC1750
 OC1750.Superseded values are not recommended for survey control.
 OC1750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1750.See file dsdata.txt to determine how the superseded data were derived.
 OC1750
 OC1750_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0382437746(NAD 83)
 OC1750
 OC1750  HISTORY     - Date     Condition        Report By
 OC1750  HISTORY     - 1941     MONUMENTED       CGS
 OC1750
 OC1750                          STATION DESCRIPTION
 OC1750
 OC1750'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1750'STATION IS LOCATED ON THE N FORK OF FORT MC KINLEY.  IT IS THE
 OC1750'INSTRUMENT CENTER OF THE INSTRUMENT LOCATED IN A RED BRICK
 OC1750'TWO-STORY BUILDING, ABOUT 450 FT. SE OF BATTERIES THOMPSON AND
 OC1750'ACKER.  INSTRUMENT CENTER WAS PROJECTED ON THE ROOF, THEREFORE,
 OC1750'NO PERMANENT MARK WAS ESTABLISHED.
 OC1750'
 OC1750'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1644 ***********************************************************************
 OC1644  DESIGNATION -  G 3 OFFSET 1941
 OC1644  PID         -  OC1644
 OC1644  STATE/COUNTY-  ME/CUMBERLAND
 OC1644  USGS QUAD   -  PORTLAND EAST (1975)
 OC1644
 OC1644                         *CURRENT SURVEY CONTROL
 OC1644  ___________________________________________________________________
 OC1644* NAD 83(1996)-  43 41 12.70000(N)    070 11 36.92541(W)     ADJUSTED  
 OC1644* NAVD 88     -        21.     (meters)      69.     (feet)  SCALED    
 OC1644  ___________________________________________________________________
 OC1644  LAPLACE CORR-           3.63  (seconds)                    DEFLEC99
 OC1644  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 OC1644
 OC1644  HORZ ORDER  -  SECOND
 OC1644
 OC1644.The horizontal coordinates were established by classical geodetic methods
 OC1644.and adjusted by the National Geodetic Survey in March 1998..
 OC1644
 OC1644.The orthometric height was scaled from a topographic map.
 OC1644
 OC1644.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1644
 OC1644.The geoid height was determined by GEOID03.
 OC1644
 OC1644;                    North         East     Units Scale Factor Converg.
 OC1644;SPC ME W     -    94,822.256   897,829.298   MT  0.99996672   -0 01 06.9
 OC1644;UTM  19      - 4,837,786.296   403,802.759   MT  0.99971382   -0 49 28.2
 OC1644
 OC1644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1644!SPC ME W     -   1.00000083  x   0.99996672  =   0.99996755
 OC1644!UTM  19      -   1.00000083  x   0.99971382  =   0.99971465
 OC1644
 OC1644                          SUPERSEDED SURVEY CONTROL
 OC1644
 OC1644  NAD 83(1992)-  43 41 12.69828(N)    070 11 36.92609(W) AD(       ) 2
 OC1644  NAD 83(1986)-  43 41 12.70435(N)    070 11 36.93156(W) AD(       ) 2
 OC1644  NAD 27      -  43 41 12.41400(N)    070 11 38.75700(W) AD(       ) 2
 OC1644
 OC1644.Superseded values are not recommended for survey control.
 OC1644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1644.See file dsdata.txt to determine how the superseded data were derived.
 OC1644
 OC1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0380337786(NAD 83)
 OC1644_MARKER: W = UNMONUMENTED
 OC1644_SETTING: 0 = UNSPECIFIED SETTING
 OC1644
 OC1644  HISTORY     - Date     Condition        Report By
 OC1644  HISTORY     - 1941     MONUMENTED       CGS
 OC1644
 OC1644                          STATION DESCRIPTION
 OC1644
 OC1644'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 OC1644'SEE STATION C 2 OFFSET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0144 ***********************************************************************
 PF0144  DESIGNATION -  G 30
 PF0144  PID         -  PF0144
 PF0144  STATE/COUNTY-  ME/ANDROSCOGGIN
 PF0144  USGS QUAD   -  WAYNE (1966)
 PF0144
 PF0144                         *CURRENT SURVEY CONTROL
 PF0144  ___________________________________________________________________
 PF0144* NAD 83(1986)-  44 16 48.     (N)    070 06 08.     (W)     SCALED    
 PF0144* NAVD 88     -        96.161  (meters)     315.49   (feet)  ADJUSTED  
 PF0144  ___________________________________________________________________
 PF0144  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 PF0144  DYNAMIC HT  -          96.152 (meters)     315.46  (feet)  COMP
 PF0144  MODELED GRAV-     980,521.6   (mgal)                       NAVD 88
 PF0144
 PF0144  VERT ORDER  -  SECOND    CLASS 0
 PF0144
 PF0144.The horizontal coordinates were scaled from a topographic map and have
 PF0144.an estimated accuracy of +/- 6 seconds.
 PF0144
 PF0144.The orthometric height was determined by differential leveling
 PF0144.and adjusted by the National Geodetic Survey in June 1991..
 PF0144
 PF0144.The geoid height was determined by GEOID03.
 PF0144
 PF0144.The dynamic height is computed by dividing the NAVD 88
 PF0144.geopotential number by the normal gravity value computed on the
 PF0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0144.degrees latitude (g = 980.6199 gals.).
 PF0144
 PF0144.The modeled gravity was interpolated from observed gravity values.
 PF0144
 PF0144;                    North         East    Units  Estimated Accuracy
 PF0144;SPC ME W     -   160,730.      905,140.      MT  (+/- 180 meters Scaled)
 PF0144
 PF0144                          SUPERSEDED SURVEY CONTROL
 PF0144
 PF0144  NGVD 29 (??/??/92)   96.268  (m)          315.84   (f) ADJ UNCH    2 0
 PF0144
 PF0144.Superseded values are not recommended for survey control.
 PF0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0144.See file dsdata.txt to determine how the superseded data were derived.
 PF0144
 PF0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK120035(NAD 83)
 PF0144_MARKER: DB = BENCH MARK DISK
 PF0144_SETTING: 80 = SET IN A BOULDER
 PF0144_SP_SET: BOULDER
 PF0144_STAMPING: G 30 1935
 PF0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0144+STABILITY: SURFACE MOTION
 PF0144
 PF0144  HISTORY     - Date     Condition        Report By
 PF0144  HISTORY     - 1935     MONUMENTED       CGS
 PF0144
 PF0144                          STATION DESCRIPTION
 PF0144
 PF0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PF0144'1.1 MI N FROM CURTIS CORNER.
 PF0144'1.1 MILES NORTH ALONG THE MAINE CENTRAL RAILROAD FROM THE STATION
 PF0144'AT CURTIS CORNER, ANDROSCOGGIN COUNTY, 3 POLES NORTH OF MILEPOST
 PF0144'F 31 - P 53, 35 FEET SOUTHWEST OF THE CENTER OF A ROAD CROSSING,
 PF0144'23 FEET WEST OF THE WEST RAIL, AND IN THE TOP OF A LARGE GRANITE
 PF0144'BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1204 ***********************************************************************
 PE1204  DESIGNATION -  G 31
 PE1204  PID         -  PE1204
 PE1204  STATE/COUNTY-  ME/KENNEBEC
 PE1204  USGS QUAD   -  AUGUSTA (1991)
 PE1204
 PE1204                         *CURRENT SURVEY CONTROL
 PE1204  ___________________________________________________________________
 PE1204* NAD 83(1986)-  44 19 12.     (N)    069 46 12.     (W)     SCALED    
 PE1204* NAVD 88     -        17.711  (meters)      58.11   (feet)  ADJUSTED  
 PE1204  ___________________________________________________________________
 PE1204  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 PE1204  DYNAMIC HT  -          17.709 (meters)      58.10  (feet)  COMP
 PE1204  MODELED GRAV-     980,522.4   (mgal)                       NAVD 88
 PE1204
 PE1204  VERT ORDER  -  SECOND    CLASS 0
 PE1204
 PE1204.The horizontal coordinates were scaled from a topographic map and have
 PE1204.an estimated accuracy of +/- 6 seconds.
 PE1204
 PE1204.The orthometric height was determined by differential leveling
 PE1204.and adjusted by the National Geodetic Survey in June 1991..
 PE1204
 PE1204.The geoid height was determined by GEOID03.
 PE1204
 PE1204.The dynamic height is computed by dividing the NAVD 88
 PE1204.geopotential number by the normal gravity value computed on the
 PE1204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1204.degrees latitude (g = 980.6199 gals.).
 PE1204
 PE1204.The modeled gravity was interpolated from observed gravity values.
 PE1204
 PE1204;                    North         East    Units  Estimated Accuracy
 PE1204;SPC ME W     -   165,250.      931,640.      MT  (+/- 180 meters Scaled)
 PE1204
 PE1204                          SUPERSEDED SURVEY CONTROL
 PE1204
 PE1204  NGVD 29 (??/??/92)   17.929  (m)           58.82   (f) ADJ UNCH    2 0
 PE1204
 PE1204.Superseded values are not recommended for survey control.
 PE1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1204.See file dsdata.txt to determine how the superseded data were derived.
 PE1204
 PE1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK385077(NAD 83)
 PE1204_MARKER: DB = BENCH MARK DISK
 PE1204_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE1204_SP_SET: BRIDGE
 PE1204_STAMPING: G 31 1935
 PE1204_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE1204
 PE1204  HISTORY     - Date     Condition        Report By
 PE1204  HISTORY     - 1935     MONUMENTED       CGS
 PE1204  HISTORY     - 1975     GOOD             NGS
 PE1204  HISTORY     - 20011026 GOOD             LOCENG
 PE1204
 PE1204                          STATION DESCRIPTION
 PE1204
 PE1204'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE1204'AT AUGUSTA.
 PE1204'AT AUGUSTA, KENNEBEC COUNTY, 0.7 MILE EAST OF THE MAINE CENTRAL
 PE1204'RAILROAD STATION, AT MILEPOST 63, 4.1 FEET SOUTH OF THE SOUTH
 PE1204'RAIL, AND IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE
 PE1204'ABUTMENT OF A BRIDGE OVER KENNEBEC RIVER.  A STANDARD DISK,
 PE1204'STAMPED G 31 1935.
 PE1204
 PE1204                          STATION RECOVERY (1975)
 PE1204
 PE1204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 PE1204'RECOVERED IN GOOD CONDITION.
 PE1204
 PE1204                          STATION RECOVERY (2001)
 PE1204
 PE1204'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2001
 PE1204'RECOVERED IN GOOD CONDITION BY A LOCAL SURVEYOR AND REPORTED BY
 PE1204'RICHARD COFFIN OF MEDT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0744 ***********************************************************************
 PE0744  DESIGNATION -  G 32
 PE0744  PID         -  PE0744
 PE0744  STATE/COUNTY-  ME/PENOBSCOT
 PE0744  USGS QUAD   -  CORINNA (1982)
 PE0744
 PE0744                         *CURRENT SURVEY CONTROL
 PE0744  ___________________________________________________________________
 PE0744* NAD 83(1986)-  44 58 44.     (N)    069 17 58.     (W)     SCALED    
 PE0744* NAVD 88     -        89.572  (meters)     293.87   (feet)  ADJUSTED  
 PE0744  ___________________________________________________________________
 PE0744  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 PE0744  DYNAMIC HT  -          89.568 (meters)     293.86  (feet)  COMP
 PE0744  MODELED GRAV-     980,577.4   (mgal)                       NAVD 88
 PE0744
 PE0744  VERT ORDER  -  SECOND    CLASS 0
 PE0744
 PE0744.The horizontal coordinates were scaled from a topographic map and have
 PE0744.an estimated accuracy of +/- 6 seconds.
 PE0744
 PE0744.The orthometric height was determined by differential leveling
 PE0744.and adjusted by the National Geodetic Survey in June 1991..
 PE0744
 PE0744.The geoid height was determined by GEOID03.
 PE0744
 PE0744.The dynamic height is computed by dividing the NAVD 88
 PE0744.geopotential number by the normal gravity value computed on the
 PE0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0744.degrees latitude (g = 980.6199 gals.).
 PE0744
 PE0744.The modeled gravity was interpolated from observed gravity values.
 PE0744
 PE0744;                    North         East    Units  Estimated Accuracy
 PE0744;SPC ME E     -   146,110.      236,950.      MT  (+/- 180 meters Scaled)
 PE0744
 PE0744                          SUPERSEDED SURVEY CONTROL
 PE0744
 PE0744  NGVD 29 (??/??/92)   89.767  (m)          294.51   (f) ADJ UNCH    2 0
 PE0744
 PE0744.Superseded values are not recommended for survey control.
 PE0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0744.See file dsdata.txt to determine how the superseded data were derived.
 PE0744
 PE0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK763806(NAD 83)
 PE0744_MARKER: DB = BENCH MARK DISK
 PE0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0744_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0744_STAMPING: G 32 1935
 PE0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0744+STABILITY: SURFACE MOTION
 PE0744
 PE0744  HISTORY     - Date     Condition        Report By
 PE0744  HISTORY     - 1935     MONUMENTED       CGS
 PE0744  HISTORY     - 1955     MARK NOT FOUND   USGS
 PE0744  HISTORY     - 1979     GOOD             USGS
 PE0744
 PE0744                          STATION DESCRIPTION
 PE0744
 PE0744'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 PE0744'3.9 MI S FROM DEXTER.
 PE0744'3.9 MILES SOUTH ALONG THE MAINE CENTRAL RAILROAD FROM THE STATION
 PE0744'AT DEXTER, PENOBSCOT COUNTY, ABOUT 40 YARDS SOUTH OF MILEPOST
 PE0744'F 18, ABOUT 160 YARDS SOUTH OF THE CENTER OF A DIRTROAD CROSSING,
 PE0744'ABOUT 75 FEET NORTHEAST OF THE SWITCH OF A SIDETRACK, 49.7 FEET
 PE0744'EAST OF THE EAST RAIL OF THE MAIN TRACK, 34.2 FEET EAST OF THE
 PE0744'EAST RAIL OF THE SIDE TRACK, AND 2.4 FEET WEST OF THE RIGHT-OF-WAY
 PE0744'FENCE.  A STANDARD DISK, STAMPED G 32 1935 AND SET IN THE TOP OF
 PE0744'A CONCRETE POST PROJECTING ABOUT 1 FOOT ABOVE GROUND.  NOTE-- USGS
 PE0744'REPORTED, RIGHT-OF-WAY HAS GROWN UP IN THICK BRUSH, MAKING
 PE0744'STATION HARD TO LOCATE.
 PE0744
 PE0744                          STATION RECOVERY (1979)
 PE0744
 PE0744'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PE0744'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0799 ***********************************************************************
 QG0799  DESIGNATION -  G 33
 QG0799  PID         -  QG0799
 QG0799  STATE/COUNTY-  ME/PISCATAQUIS
 QG0799  USGS QUAD   -  MONSON WEST (1989)
 QG0799
 QG0799                         *CURRENT SURVEY CONTROL
 QG0799  ___________________________________________________________________
 QG0799* NAD 83(1986)-  45 19 21.     (N)    069 35 26.     (W)     SCALED    
 QG0799* NAVD 88     -       279.562  (meters)     917.20   (feet)  ADJUSTED  
 QG0799  ___________________________________________________________________
 QG0799  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 QG0799  DYNAMIC HT  -         279.549 (meters)     917.15  (feet)  COMP
 QG0799  MODELED GRAV-     980,561.3   (mgal)                       NAVD 88
 QG0799
 QG0799  VERT ORDER  -  SECOND    CLASS 0
 QG0799
 QG0799.The horizontal coordinates were scaled from a topographic map and have
 QG0799.an estimated accuracy of +/- 6 seconds.
 QG0799
 QG0799.The orthometric height was determined by differential leveling
 QG0799.and adjusted by the National Geodetic Survey in June 1991..
 QG0799
 QG0799.The geoid height was determined by GEOID03.
 QG0799
 QG0799.The dynamic height is computed by dividing the NAVD 88
 QG0799.geopotential number by the normal gravity value computed on the
 QG0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0799.degrees latitude (g = 980.6199 gals.).
 QG0799
 QG0799.The modeled gravity was interpolated from observed gravity values.
 QG0799
 QG0799;                    North         East    Units  Estimated Accuracy
 QG0799;SPC ME E     -   184,560.      214,510.      MT  (+/- 180 meters Scaled)
 QG0799
 QG0799                          SUPERSEDED SURVEY CONTROL
 QG0799
 QG0799  NGVD 29 (??/??/92)  279.730  (m)          917.75   (f) ADJ UNCH    2 0
 QG0799
 QG0799.Superseded values are not recommended for survey control.
 QG0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0799.See file dsdata.txt to determine how the superseded data were derived.
 QG0799
 QG0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL537189(NAD 83)
 QG0799_MARKER: DB = BENCH MARK DISK
 QG0799_SETTING: 80 = SET IN A BOULDER
 QG0799_SP_SET: BOULDER
 QG0799_STAMPING: G 33 1935
 QG0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0799+STABILITY: SURFACE MOTION
 QG0799
 QG0799  HISTORY     - Date     Condition        Report By
 QG0799  HISTORY     - 1935     MONUMENTED       CGS
 QG0799
 QG0799                          STATION DESCRIPTION
 QG0799
 QG0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QG0799'3 MI N FROM BLANCHARD.
 QG0799'3.0 MILES NORTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM THE
 QG0799'STATION AT BLANCHARD, PISCATAQUIS COUNTY, 1.0 MILE NORTH OF THE
 QG0799'STATION AT QUARRY, 0.2 MILE NORTH OF MILEPOST G 38, 32.0 FEET
 QG0799'SOUTHEAST OF 12-INCH CAST-IRON CULVERT 38+15, 25.0 FEET EAST OF THE
 QG0799'EAST RAIL, AND IN THE TOP OF A 6-FOOT BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0744 ***********************************************************************
 QG0744  DESIGNATION -  G 34
 QG0744  PID         -  QG0744
 QG0744  STATE/COUNTY-  ME/PISCATAQUIS
 QG0744  USGS QUAD   -  DOVER FOXCROFT (1983)
 QG0744
 QG0744                         *CURRENT SURVEY CONTROL
 QG0744  ___________________________________________________________________
 QG0744* NAD 83(1986)-  45 11 16.     (N)    069 12 42.     (W)     SCALED    
 QG0744* NAVD 88     -       117.665  (meters)     386.04   (feet)  ADJUSTED  
 QG0744  ___________________________________________________________________
 QG0744  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 QG0744  DYNAMIC HT  -         117.663 (meters)     386.03  (feet)  COMP
 QG0744  MODELED GRAV-     980,593.2   (mgal)                       NAVD 88
 QG0744
 QG0744  VERT ORDER  -  SECOND    CLASS 0
 QG0744
 QG0744.The horizontal coordinates were scaled from a topographic map and have
 QG0744.an estimated accuracy of +/- 6 seconds.
 QG0744
 QG0744.The orthometric height was determined by differential leveling
 QG0744.and adjusted by the National Geodetic Survey in June 1991..
 QG0744
 QG0744.The geoid height was determined by GEOID03.
 QG0744
 QG0744.The dynamic height is computed by dividing the NAVD 88
 QG0744.geopotential number by the normal gravity value computed on the
 QG0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0744.degrees latitude (g = 980.6199 gals.).
 QG0744
 QG0744.The modeled gravity was interpolated from observed gravity values.
 QG0744
 QG0744;                    North         East    Units  Estimated Accuracy
 QG0744;SPC ME E     -   169,260.      244,080.      MT  (+/- 180 meters Scaled)
 QG0744
 QG0744                          SUPERSEDED SURVEY CONTROL
 QG0744
 QG0744  NGVD 29 (??/??/92)  117.835  (m)          386.60   (f) ADJ UNCH    2 0
 QG0744
 QG0744.Superseded values are not recommended for survey control.
 QG0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0744.See file dsdata.txt to determine how the superseded data were derived.
 QG0744
 QG0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL833038(NAD 83)
 QG0744_MARKER: DB = BENCH MARK DISK
 QG0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0744_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0744_STAMPING: G 34 1935
 QG0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0744+STABILITY: SURFACE MOTION
 QG0744
 QG0744  HISTORY     - Date     Condition        Report By
 QG0744  HISTORY     - 1935     MONUMENTED       CGS
 QG0744  HISTORY     - 1978     MARK NOT FOUND   NGS
 QG0744  HISTORY     - 1981     MARK NOT FOUND   USGS
 QG0744
 QG0744                          STATION DESCRIPTION
 QG0744
 QG0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QG0744'0.8 MI E FROM DOVER-FOXCROFT.
 QG0744'0.8 MILES EAST ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 QG0744'THE STATION AT DOVER-FOXCROFT, PISCATAQUIS COUNTY, 132 FEET
 QG0744'EAST OF CULVERT 12+70, 30 FEET NORTHWEST OF THE CENTER OF A
 QG0744'FARM-ROAD CROSSING AND 22.8 FEET NORTH OF THE NORTH RAIL.
 QG0744'A STANDARD DISK, STAMPED G 34 1935 AND SET IN THE TOP OF A
 QG0744'CONCRETE POST PROJECTING 1 FOOT ABOVE THE GROUND.
 QG0744
 QG0744                          STATION RECOVERY (1978)
 QG0744
 QG0744'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0744'MARKED SEARCHED BUT NOT RECOVERED.
 QG0744
 QG0744                          STATION RECOVERY (1981)
 QG0744
 QG0744'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 QG0744'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0055 ***********************************************************************
 RF0055  DESIGNATION -  G 36
 RF0055  PID         -  RF0055
 RF0055  STATE/COUNTY-  ME/AROOSTOOK
 RF0055  USGS QUAD   -  SQUA PAN (1986)
 RF0055
 RF0055                         *CURRENT SURVEY CONTROL
 RF0055  ___________________________________________________________________
 RF0055* NAD 83(1986)-  46 33 42.     (N)    068 22 28.     (W)     SCALED    
 RF0055* NAVD 88     -       166.419  (meters)     545.99   (feet)  ADJUSTED  
 RF0055  ___________________________________________________________________
 RF0055  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 RF0055  DYNAMIC HT  -         166.434 (meters)     546.04  (feet)  COMP
 RF0055  MODELED GRAV-     980,705.4   (mgal)                       NAVD 88
 RF0055
 RF0055  VERT ORDER  -  FIRST     CLASS II
 RF0055
 RF0055.The horizontal coordinates were scaled from a topographic map and have
 RF0055.an estimated accuracy of +/- 6 seconds.
 RF0055
 RF0055.The orthometric height was determined by differential leveling
 RF0055.and adjusted by the National Geodetic Survey in June 1991..
 RF0055.WARNING-Repeat measurements at this control monument indicate possible
 RF0055.vertical movement.
 RF0055
 RF0055.The geoid height was determined by GEOID03.
 RF0055
 RF0055.The dynamic height is computed by dividing the NAVD 88
 RF0055.geopotential number by the normal gravity value computed on the
 RF0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0055.degrees latitude (g = 980.6199 gals.).
 RF0055
 RF0055.The modeled gravity was interpolated from observed gravity values.
 RF0055
 RF0055;                    North         East    Units  Estimated Accuracy
 RF0055;SPC ME E     -   321,710.      309,630.      MT  (+/- 180 meters Scaled)
 RF0055
 RF0055                          SUPERSEDED SURVEY CONTROL
 RF0055
 RF0055  NGVD 29 (??/??/92)  166.563  (m)          546.47   (f) ADJ UNCH    1 2
 RF0055
 RF0055.Superseded values are not recommended for survey control.
 RF0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0055.See file dsdata.txt to determine how the superseded data were derived.
 RF0055
 RF0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM479566(NAD 83)
 RF0055_MARKER: DB = BENCH MARK DISK
 RF0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RF0055_STAMPING: G 36 1935
 RF0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0055+STABILITY: SURFACE MOTION
 RF0055
 RF0055  HISTORY     - Date     Condition        Report By
 RF0055  HISTORY     - 1935     MONUMENTED       CGS
 RF0055  HISTORY     - 1953     POOR             USGS
 RF0055  HISTORY     - 1978     POOR             NGS
 RF0055
 RF0055                          STATION DESCRIPTION
 RF0055
 RF0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RF0055'AT SQUA PAN.
 RF0055'AT SQUA PAN, AROOSTOOK COUNTY, ABOUT 150 FEET NORTH OF THE NORTH
 RF0055'END OF THE BANGOR AND AROOSTOOK RAILROAD STATION, 43 FEET EAST OF
 RF0055'THE EAST RAIL OF THE MAIN TRACK, AND 24 FEET SOUTHEAST OF A POLE.
 RF0055'A STANDARD DISK, STAMPED G 36 1935 AND SET IN THE TOP OF A CONCRETE
 RF0055'POST PROJECTING ABOUT 5 INCHES ABOVE GROUND.
 RF0055
 RF0055                          STATION RECOVERY (1953)
 RF0055
 RF0055'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 RF0055'MARK RECOVERED IN POOR CONDITION.
 RF0055
 RF0055                          STATION RECOVERY (1978)
 RF0055
 RF0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 RF0055'MARK WAS RECOVERED LOOSE, AND WAS REINFORCED
 RF0055'ADD-62.2 FT. SOUTHEAST OF A TELEPHONE POLE WITH A GUY WIRE,
 RF0055'43.6 FT. EAST OF THE EAST RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0795 ***********************************************************************
 PE0795  DESIGNATION -  G 37
 PE0795  PID         -  PE0795
 PE0795  STATE/COUNTY-  ME/WALDO
 PE0795  USGS QUAD   -  BROOKS WEST (1982)
 PE0795
 PE0795                         *CURRENT SURVEY CONTROL
 PE0795  ___________________________________________________________________
 PE0795* NAD 83(1986)-  44 33 20.     (N)    069 13 50.     (W)     SCALED    
 PE0795* NAVD 88     -       122.368  (meters)     401.47   (feet)  ADJUSTED  
 PE0795  ___________________________________________________________________
 PE0795  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 PE0795  DYNAMIC HT  -         122.359 (meters)     401.44  (feet)  COMP
 PE0795  MODELED GRAV-     980,537.8   (mgal)                       NAVD 88
 PE0795
 PE0795  VERT ORDER  -  SECOND    CLASS 0
 PE0795
 PE0795.The horizontal coordinates were scaled from a topographic map and have
 PE0795.an estimated accuracy of +/- 6 seconds.
 PE0795
 PE0795.The orthometric height was determined by differential leveling
 PE0795.and adjusted by the National Geodetic Survey in June 1991..
 PE0795
 PE0795.The geoid height was determined by GEOID03.
 PE0795
 PE0795.The dynamic height is computed by dividing the NAVD 88
 PE0795.geopotential number by the normal gravity value computed on the
 PE0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0795.degrees latitude (g = 980.6199 gals.).
 PE0795
 PE0795.The modeled gravity was interpolated from observed gravity values.
 PE0795
 PE0795;                    North         East    Units  Estimated Accuracy
 PE0795;SPC ME E     -    99,020.      241,960.      MT  (+/- 180 meters Scaled)
 PE0795
 PE0795                          SUPERSEDED SURVEY CONTROL
 PE0795
 PE0795  NGVD 29 (??/??/92)  122.575  (m)          402.15   (f) ADJ UNCH    2 0
 PE0795
 PE0795.Superseded values are not recommended for survey control.
 PE0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0795.See file dsdata.txt to determine how the superseded data were derived.
 PE0795
 PE0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK816336(NAD 83)
 PE0795_MARKER: DB = BENCH MARK DISK
 PE0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0795_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0795_STAMPING: G 37 1935
 PE0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0795+STABILITY: SURFACE MOTION
 PE0795
 PE0795  HISTORY     - Date     Condition        Report By
 PE0795  HISTORY     - 1935     MONUMENTED       CGS
 PE0795  HISTORY     - 1935     GOOD             NGS
 PE0795
 PE0795                          STATION DESCRIPTION
 PE0795
 PE0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE0795'AT KNOX.
 PE0795'AT KNOX, WALDO COUNTY, ABOUT 150 YARDS NORTHWEST OF THE BELFAST
 PE0795'AND MOOSEHEAD LAKE RAILROAD STATION, 32 FEET NORTH OF THE CENTER
 PE0795'OF A COUNTY-ROAD CROSSING, AND 12.7 FEET EAST OF THE EAST
 PE0795'RAIL.  A STANDARD DISK, STAMPED G 37 1935 AND SET IN THE TOP OF
 PE0795'A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 PE0795
 PE0795                          STATION RECOVERY (1935)
 PE0795
 PE0795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 PE0795'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0172 ***********************************************************************
 PE0172  DESIGNATION -  G 39
 PE0172  PID         -  PE0172
 PE0172  STATE/COUNTY-  ME/HANCOCK
 PE0172  USGS QUAD   -  LEAD MOUNTAIN (1987)
 PE0172
 PE0172                         *CURRENT SURVEY CONTROL
 PE0172  ___________________________________________________________________
 PE0172* NAD 83(1986)-  44 49 40.     (N)    068 07 12.     (W)     SCALED    
 PE0172* NAVD 88     -       173.511  (meters)     569.26   (feet)  ADJUSTED  
 PE0172  ___________________________________________________________________
 PE0172  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 PE0172  DYNAMIC HT  -         173.499 (meters)     569.22  (feet)  COMP
 PE0172  MODELED GRAV-     980,545.6   (mgal)                       NAVD 88
 PE0172
 PE0172  VERT ORDER  -  SECOND    CLASS 0
 PE0172
 PE0172.The horizontal coordinates were scaled from a topographic map and have
 PE0172.an estimated accuracy of +/- 6 seconds.
 PE0172
 PE0172.The orthometric height was determined by differential leveling
 PE0172.and adjusted by the National Geodetic Survey in June 1991..
 PE0172
 PE0172.The geoid height was determined by GEOID03.
 PE0172
 PE0172.The dynamic height is computed by dividing the NAVD 88
 PE0172.geopotential number by the normal gravity value computed on the
 PE0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0172.degrees latitude (g = 980.6199 gals.).
 PE0172
 PE0172.The modeled gravity was interpolated from observed gravity values.
 PE0172
 PE0172;                    North         East    Units  Estimated Accuracy
 PE0172;SPC ME E     -   129,080.      330,050.      MT  (+/- 180 meters Scaled)
 PE0172
 PE0172                          SUPERSEDED SURVEY CONTROL
 PE0172
 PE0172  NGVD 29 (??/??/92)  173.697  (m)          569.87   (f) ADJ UNCH    2 0
 PE0172
 PE0172.Superseded values are not recommended for survey control.
 PE0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0172.See file dsdata.txt to determine how the superseded data were derived.
 PE0172
 PE0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK695641(NAD 83)
 PE0172_MARKER: DB = BENCH MARK DISK
 PE0172_SETTING: 80 = SET IN A BOULDER
 PE0172_SP_SET: BOULDER
 PE0172_STAMPING: G 39 1935
 PE0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0172+STABILITY: SURFACE MOTION
 PE0172
 PE0172  HISTORY     - Date     Condition        Report By
 PE0172  HISTORY     - 1935     MONUMENTED       CGS
 PE0172
 PE0172                          STATION DESCRIPTION
 PE0172
 PE0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE0172'3.7 MI W FROM BEDDINGTON.
 PE0172'IN HANCOCK COUNTY, 3.7 MILES WEST ALONG STATE HIGHWAY 9 FROM THE
 PE0172'POST OFFICE AT BEDDINGTON, WASHINGTON COUNTY, IN THE WOODS, AT
 PE0172'THE TOP OF A RISE, 32 FEET NORTH OF THE CENTER LINE OF THE
 PE0172'HIGHWAY, AND IN THE TOP OF A BOULDER.  A STANDARD DISK, STAMPED
 PE0172'G 39 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0412 ***********************************************************************
 PD0412  DESIGNATION -  G 40
 PD0412  PID         -  PD0412
 PD0412  STATE/COUNTY-  ME/WASHINGTON
 PD0412  USGS QUAD   -  WESLEY (1990)
 PD0412
 PD0412                         *CURRENT SURVEY CONTROL
 PD0412  ___________________________________________________________________
 PD0412* NAD 83(1986)-  44 57 00.     (N)    067 41 03.     (W)     SCALED    
 PD0412* NAVD 88     -        82.334  (meters)     270.12   (feet)  ADJUSTED  
 PD0412  ___________________________________________________________________
 PD0412  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 PD0412  DYNAMIC HT  -          82.330 (meters)     270.11  (feet)  COMP
 PD0412  MODELED GRAV-     980,568.2   (mgal)                       NAVD 88
 PD0412
 PD0412  VERT ORDER  -  SECOND    CLASS 0
 PD0412
 PD0412.The horizontal coordinates were scaled from a topographic map and have
 PD0412.an estimated accuracy of +/- 6 seconds.
 PD0412
 PD0412.The orthometric height was determined by differential leveling
 PD0412.and adjusted by the National Geodetic Survey in June 1991..
 PD0412
 PD0412.The geoid height was determined by GEOID03.
 PD0412
 PD0412.The dynamic height is computed by dividing the NAVD 88
 PD0412.geopotential number by the normal gravity value computed on the
 PD0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0412.degrees latitude (g = 980.6199 gals.).
 PD0412
 PD0412.The modeled gravity was interpolated from observed gravity values.
 PD0412
 PD0412;                    North         East    Units  Estimated Accuracy
 PD0412;SPC ME E     -   142,910.      364,380.      MT  (+/- 180 meters Scaled)
 PD0412
 PD0412                          SUPERSEDED SURVEY CONTROL
 PD0412
 PD0412  NGVD 29 (??/??/92)   82.527  (m)          270.76   (f) ADJ UNCH    2 0
 PD0412
 PD0412.Superseded values are not recommended for survey control.
 PD0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0412.See file dsdata.txt to determine how the superseded data were derived.
 PD0412
 PD0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK037782(NAD 83)
 PD0412_MARKER: DB = BENCH MARK DISK
 PD0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PD0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PD0412_STAMPING: G 40 1935
 PD0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0412+STABILITY: SURFACE MOTION
 PD0412
 PD0412  HISTORY     - Date     Condition        Report By
 PD0412  HISTORY     - 1935     MONUMENTED       CGS
 PD0412
 PD0412                          STATION DESCRIPTION
 PD0412
 PD0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PD0412'1 MI W FROM WESLEY.
 PD0412'1.0 MILE WEST ALONG STATE HIGHWAY 9 FROM THE JUNCTION OF STATE
 PD0412'HIGHWAY 192 AT WESLEY, WASHINGTON COUNTY, AT THE EAST SLOPE OF A
 PD0412'HILL, 120 YARDS WEST OF A 10-FOOT PLANK BRIDGE OVER A SMALL
 PD0412'CREEK AT THE FOOT OF A HILL, 40 FEET NORTH OF THE CENTERLINE OF
 PD0412'THE HIGHWAY, AND AT A WOOD YARD.  A STANDARD DISK, STAMPED G 40
 PD0412'1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 PD0412'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0051 ***********************************************************************
 QF0051  DESIGNATION -  G 41
 QF0051  PID         -  QF0051
 QF0051  STATE/COUNTY-  ME/WASHINGTON
 QF0051  USGS QUAD   -  MEDDYBEMPS LAKE EAST (1987)
 QF0051
 QF0051                         *CURRENT SURVEY CONTROL
 QF0051  ___________________________________________________________________
 QF0051* NAD 83(1986)-  45 07 14.     (N)    067 21 26.     (W)     SCALED    
 QF0051* NAVD 88     -        35.184  (meters)     115.43   (feet)  ADJUSTED  
 QF0051  ___________________________________________________________________
 QF0051  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 QF0051  DYNAMIC HT  -          35.184 (meters)     115.43  (feet)  COMP
 QF0051  MODELED GRAV-     980,609.6   (mgal)                       NAVD 88
 QF0051
 QF0051  VERT ORDER  -  SECOND    CLASS 0
 QF0051
 QF0051.The horizontal coordinates were scaled from a topographic map and have
 QF0051.an estimated accuracy of +/- 6 seconds.
 QF0051
 QF0051.The orthometric height was determined by differential leveling
 QF0051.and adjusted by the National Geodetic Survey in June 1991..
 QF0051
 QF0051.The geoid height was determined by GEOID03.
 QF0051
 QF0051.The dynamic height is computed by dividing the NAVD 88
 QF0051.geopotential number by the normal gravity value computed on the
 QF0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0051.degrees latitude (g = 980.6199 gals.).
 QF0051
 QF0051.The modeled gravity was interpolated from observed gravity values.
 QF0051
 QF0051;                    North         East    Units  Estimated Accuracy
 QF0051;SPC ME E     -   162,180.      389,910.      MT  (+/- 180 meters Scaled)
 QF0051
 QF0051                          SUPERSEDED SURVEY CONTROL
 QF0051
 QF0051  NGVD 29 (??/??/92)   35.390  (m)          116.11   (f) ADJ UNCH    2 0
 QF0051
 QF0051.Superseded values are not recommended for survey control.
 QF0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0051.See file dsdata.txt to determine how the superseded data were derived.
 QF0051
 QF0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK292976(NAD 83)
 QF0051_MARKER: DB = BENCH MARK DISK
 QF0051_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QF0051_SP_SET: CULVERT
 QF0051_STAMPING: G 41 1935
 QF0051_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QF0051
 QF0051  HISTORY     - Date     Condition        Report By
 QF0051  HISTORY     - 1935     MONUMENTED       CGS
 QF0051  HISTORY     - 1946     GOOD             NGS
 QF0051
 QF0051                          STATION DESCRIPTION
 QF0051
 QF0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QF0051'1.4 MI W FROM BARING.
 QF0051'1.4 MILES WEST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF STATE
 QF0051'HIGHWAY 191 WEST OF BARING, WASHINGTON COUNTY, THENCE 0.3 MILE
 QF0051'WEST ALONG STATE HIGHWAY 9, AT AN 8-FOOT CONCRETE CULVERT OVER
 QF0051'A STREAM, AND IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE
 QF0051'HEADWALL.  A STANDARD DISK, STAMPED G 41 1935.  NOTE-- TO BE
 QF0051'RESET 1968.
 QF0051
 QF0051                          STATION RECOVERY (1946)
 QF0051
 QF0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 QF0051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0116 ***********************************************************************
 RE0116  DESIGNATION -  G 43
 RE0116  PID         -  RE0116
 RE0116  STATE/COUNTY-  ME/AROOSTOOK
 RE0116  USGS QUAD   -  EASTON CENTER (1984)
 RE0116
 RE0116                         *CURRENT SURVEY CONTROL
 RE0116  ___________________________________________________________________
 RE0116* NAD 83(1986)-  46 43 43.     (N)    067 51 53.     (W)     SCALED    
 RE0116* NAVD 88     -       189.486  (meters)     621.67   (feet)  ADJUSTED  
 RE0116  ___________________________________________________________________
 RE0116  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 RE0116  DYNAMIC HT  -         189.506 (meters)     621.74  (feet)  COMP
 RE0116  MODELED GRAV-     980,713.8   (mgal)                       NAVD 88
 RE0116
 RE0116  VERT ORDER  -  SECOND    CLASS 0
 RE0116
 RE0116.The horizontal coordinates were scaled from a topographic map and have
 RE0116.an estimated accuracy of +/- 6 seconds.
 RE0116
 RE0116.The orthometric height was determined by differential leveling
 RE0116.and adjusted by the National Geodetic Survey in June 1991..
 RE0116
 RE0116.The geoid height was determined by GEOID03.
 RE0116
 RE0116.The dynamic height is computed by dividing the NAVD 88
 RE0116.geopotential number by the normal gravity value computed on the
 RE0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0116.degrees latitude (g = 980.6199 gals.).
 RE0116
 RE0116.The modeled gravity was interpolated from observed gravity values.
 RE0116
 RE0116;                    North         East    Units  Estimated Accuracy
 RE0116;SPC ME E     -   340,450.      348,560.      MT  (+/- 180 meters Scaled)
 RE0116
 RE0116                          SUPERSEDED SURVEY CONTROL
 RE0116
 RE0116  NGVD 29 (??/??/92)  189.698  (m)          622.37   (f) ADJ UNCH    2 0
 RE0116
 RE0116.Superseded values are not recommended for survey control.
 RE0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0116.See file dsdata.txt to determine how the superseded data were derived.
 RE0116
 RE0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM867756(NAD 83)
 RE0116_MARKER: DB = BENCH MARK DISK
 RE0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RE0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RE0116_STAMPING: G 43 1935
 RE0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RE0116+STABILITY: SURFACE MOTION
 RE0116
 RE0116  HISTORY     - Date     Condition        Report By
 RE0116  HISTORY     - 1935     MONUMENTED       CGS
 RE0116
 RE0116                          STATION DESCRIPTION
 RE0116
 RE0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RE0116'AT MAPLE GROVE.
 RE0116'AT MAPLE GROVE, AROOSTOOK COUNTY, 23 FEET SOUTH OF THE SOUTH
 RE0116'END OF THE BANGOR AND AROOSTOOK RAILROAD STATION, 16 FEET
 RE0116'WEST OF THE WEST RAIL, AND OPPOSITE THE POINT OF A SWITCH.
 RE0116'A STANDARD DISK, STAMPED G 43 1935 AND SET IN THE TOP OF A CONCRETE
 RE0116'POST PROJECTNG ABOUT 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1156 ***********************************************************************
 PE1156  DESIGNATION -  G 44 RESET 1967
 PE1156  PID         -  PE1156
 PE1156  STATE/COUNTY-  ME/KENNEBEC
 PE1156  USGS QUAD   -  WINTHROP (1980)
 PE1156
 PE1156                         *CURRENT SURVEY CONTROL
 PE1156  ___________________________________________________________________
 PE1156* NAD 83(1986)-  44 19 16.     (N)    069 53 41.     (W)     SCALED    
 PE1156* NAVD 88     -        53.23   (meters)     174.6    (feet)  RESET     
 PE1156  ___________________________________________________________________
 PE1156  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 PE1156
 PE1156  VERT ORDER  -  THIRD
 PE1156
 PE1156.The horizontal coordinates were scaled from a topographic map and have
 PE1156.an estimated accuracy of +/- 6 seconds.
 PE1156
 PE1156.The orthometric height was computed from unverified reset data.
 PE1156
 PE1156.The geoid height was determined by GEOID03.
 PE1156
 PE1156;                    North         East    Units  Estimated Accuracy
 PE1156;SPC ME W     -   165,330.      921,690.      MT  (+/- 180 meters Scaled)
 PE1156
 PE1156                          SUPERSEDED SURVEY CONTROL
 PE1156
 PE1156  NGVD 29 (??/??/??)   53.44   (m)          175.3    (f) RESET       3  
 PE1156
 PE1156.Superseded values are not recommended for survey control.
 PE1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1156.See file dsdata.txt to determine how the superseded data were derived.
 PE1156
 PE1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK286079(NAD 83)
 PE1156_MARKER: DB = BENCH MARK DISK
 PE1156_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE1156_SP_SET: STEP
 PE1156_STAMPING: G 44 RESET 1967
 PE1156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE1156
 PE1156  HISTORY     - Date     Condition        Report By
 PE1156  HISTORY     - 1967     MONUMENTED       USGS
 PE1156
 PE1156                          STATION DESCRIPTION
 PE1156
 PE1156'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 PE1156'4.1 MI E FROM WINTHROP.
 PE1156'4.1 MILES EAST ALONG STATE HIGHWAY 100 FROM THE MAINE CENTRAL
 PE1156'RAILROAD STATION AT WINTHROP, ABOUT 130 EAST OF THE EAST CORNER
 PE1156'OF THE EAST WINTHROP CEMETERY, SET IN THE TOP OF THE CONCRETE
 PE1156'STEP LEADING TO THE INTERMEDIATE LEVEL ON THE SOUTH SIDE OF THE
 PE1156'AUGUSTA WATER DISTRICT PUMPING STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1242 ***********************************************************************
 PE1242  DESIGNATION -  G 45
 PE1242  PID         -  PE1242
 PE1242  STATE/COUNTY-  ME/LINCOLN
 PE1242  USGS QUAD   -  NORTH WHITEFIELD (1979)
 PE1242
 PE1242                         *CURRENT SURVEY CONTROL
 PE1242  ___________________________________________________________________
 PE1242* NAD 83(1986)-  44 13 19.     (N)    069 35 18.     (W)     SCALED    
 PE1242* NAVD 88     -        66.654  (meters)     218.68   (feet)  ADJUSTED  
 PE1242  ___________________________________________________________________
 PE1242  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 PE1242  DYNAMIC HT  -          66.647 (meters)     218.66  (feet)  COMP
 PE1242  MODELED GRAV-     980,521.1   (mgal)                       NAVD 88
 PE1242
 PE1242  VERT ORDER  -  SECOND    CLASS 0
 PE1242
 PE1242.The horizontal coordinates were scaled from a topographic map and have
 PE1242.an estimated accuracy of +/- 6 seconds.
 PE1242
 PE1242.The orthometric height was determined by differential leveling
 PE1242.and adjusted by the National Geodetic Survey in June 1991..
 PE1242
 PE1242.The geoid height was determined by GEOID03.
 PE1242
 PE1242.The dynamic height is computed by dividing the NAVD 88
 PE1242.geopotential number by the normal gravity value computed on the
 PE1242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1242.degrees latitude (g = 980.6199 gals.).
 PE1242
 PE1242.The modeled gravity was interpolated from observed gravity values.
 PE1242
 PE1242;                    North         East    Units  Estimated Accuracy
 PE1242;SPC ME W     -   154,440.      946,210.      MT  (+/- 180 meters Scaled)
 PE1242
 PE1242                          SUPERSEDED SURVEY CONTROL
 PE1242
 PE1242  NGVD 29 (??/??/92)   66.865  (m)          219.37   (f) ADJ UNCH    2 0
 PE1242
 PE1242.Superseded values are not recommended for survey control.
 PE1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1242.See file dsdata.txt to determine how the superseded data were derived.
 PE1242
 PE1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ530966(NAD 83)
 PE1242_MARKER: DB = BENCH MARK DISK
 PE1242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1242_STAMPING: G 45 1935
 PE1242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1242+STABILITY: SURFACE MOTION
 PE1242
 PE1242  HISTORY     - Date     Condition        Report By
 PE1242  HISTORY     - 1935     MONUMENTED       CGS
 PE1242
 PE1242                          STATION DESCRIPTION
 PE1242
 PE1242'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE1242'AT NORTH WHITEFIELD.
 PE1242'AT NORTH WHITEFIELD, LINCOLN COUNTY, 68 YARDS NORTHWEST OF THE
 PE1242'CENTER OF THE JUNCTION OF STATE HIGHWAYS 218 AND 126, 42.5 FEET
 PE1242'SOUTHEAST OF THE SOUTHEAST CORNER OF THE F.E. DOUGLAS GENERAL
 PE1242'STORE, 23 FEET SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 218,
 PE1242'AND 15 FEET SOUTHEAST OF A FENCE CORNER POST.  A STANDARD DISK,
 PE1242'STAMPED G 45 1935 AND SET IN THE TOP OF A CONCRETE POST
 PE1242'PROJECTING 1/2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1268 ***********************************************************************
 PE1268  DESIGNATION -  G 46
 PE1268  PID         -  PE1268
 PE1268  STATE/COUNTY-  ME/KENNEBEC
 PE1268  USGS QUAD   -  CHINA LAKE (1983)
 PE1268
 PE1268                         *CURRENT SURVEY CONTROL
 PE1268  ___________________________________________________________________
 PE1268* NAD 83(1986)-  44 27 47.     (N)    069 30 39.     (W)     SCALED    
 PE1268* NAVD 88     -        71.648  (meters)     235.07   (feet)  ADJUSTED  
 PE1268  ___________________________________________________________________
 PE1268  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 PE1268  DYNAMIC HT  -          71.643 (meters)     235.05  (feet)  COMP
 PE1268  MODELED GRAV-     980,537.2   (mgal)                       NAVD 88
 PE1268
 PE1268  VERT ORDER  -  SECOND    CLASS 0
 PE1268
 PE1268.The horizontal coordinates were scaled from a topographic map and have
 PE1268.an estimated accuracy of +/- 6 seconds.
 PE1268
 PE1268.The orthometric height was determined by differential leveling
 PE1268.and adjusted by the National Geodetic Survey in June 1991..
 PE1268
 PE1268.The geoid height was determined by GEOID03.
 PE1268
 PE1268.The dynamic height is computed by dividing the NAVD 88
 PE1268.geopotential number by the normal gravity value computed on the
 PE1268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1268.degrees latitude (g = 980.6199 gals.).
 PE1268
 PE1268.The modeled gravity was interpolated from observed gravity values.
 PE1268
 PE1268;                    North         East    Units  Estimated Accuracy
 PE1268;SPC ME W     -   181,270.      952,190.      MT  (+/- 180 meters Scaled)
 PE1268
 PE1268                          SUPERSEDED SURVEY CONTROL
 PE1268
 PE1268  NGVD 29 (??/??/92)   71.864  (m)          235.77   (f) ADJ UNCH    2 0
 PE1268
 PE1268.Superseded values are not recommended for survey control.
 PE1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1268.See file dsdata.txt to determine how the superseded data were derived.
 PE1268
 PE1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK593234(NAD 83)
 PE1268_MARKER: DB = BENCH MARK DISK
 PE1268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1268_STAMPING: G 46 1935
 PE1268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1268+STABILITY: SURFACE MOTION
 PE1268
 PE1268  HISTORY     - Date     Condition        Report By
 PE1268  HISTORY     - 1935     MONUMENTED       CGS
 PE1268  HISTORY     - 1979     MARK NOT FOUND   USGS
 PE1268
 PE1268                          STATION DESCRIPTION
 PE1268
 PE1268'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE1268'1.4 MI S FROM CHINA.
 PE1268'1.4 MILES SOUTH ALONG STATE HIGHWAY 9 FROM THE POST OFFICE AT
 PE1268'CHINA, KENNEBEC COUNTY, 74 FEET SOUTHWEST OF THE CENTERLINE
 PE1268'OF A DRIVE LEADING TO THE G.M. MORAS HOUSE, OPPOSITE A CURVE, ON
 PE1268'A TANGENT OF THE EAST EDGE OF THE HIGHWAY FROM THE NORTH, 20
 PE1268'FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, NEAR A ROW OF
 PE1268'BUSHES, IN LINE WITH A ROW OF POLES, AND 4 FEET EAST OF A
 PE1268'POLE.  A STANDARD DISK, STAMPED G 46 1935 AND SET IN THE TOP
 PE1268'OF A CONCRETE POST PROJECTING 1/2 FOOT ABOVE GROUND.
 PE1268
 PE1268                          STATION RECOVERY (1979)
 PE1268
 PE1268'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PE1268'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0917 ***********************************************************************
 PE0917  DESIGNATION -  G 47
 PE0917  PID         -  PE0917
 PE0917  STATE/COUNTY-  ME/KNOX
 PE0917  USGS QUAD   -  JEFFERSON (1979)
 PE0917
 PE0917                         *CURRENT SURVEY CONTROL
 PE0917  ___________________________________________________________________
 PE0917* NAD 83(1986)-  44 14 32.     (N)    069 22 53.     (W)     SCALED    
 PE0917* NAVD 88     -        94.156  (meters)     308.91   (feet)  ADJUSTED  
 PE0917  ___________________________________________________________________
 PE0917  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 PE0917  DYNAMIC HT  -          94.148 (meters)     308.88  (feet)  COMP
 PE0917  MODELED GRAV-     980,525.4   (mgal)                       NAVD 88
 PE0917
 PE0917  VERT ORDER  -  SECOND    CLASS 0
 PE0917
 PE0917.The horizontal coordinates were scaled from a topographic map and have
 PE0917.an estimated accuracy of +/- 6 seconds.
 PE0917
 PE0917.The orthometric height was determined by differential leveling
 PE0917.and adjusted by the National Geodetic Survey in June 1991..
 PE0917
 PE0917.The geoid height was determined by GEOID03.
 PE0917
 PE0917.The dynamic height is computed by dividing the NAVD 88
 PE0917.geopotential number by the normal gravity value computed on the
 PE0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0917.degrees latitude (g = 980.6199 gals.).
 PE0917
 PE0917.The modeled gravity was interpolated from observed gravity values.
 PE0917
 PE0917;                    North         East    Units  Estimated Accuracy
 PE0917;SPC ME E     -    64,320.      229,600.      MT  (+/- 180 meters Scaled)
 PE0917
 PE0917                          SUPERSEDED SURVEY CONTROL
 PE0917
 PE0917  NGVD 29 (??/??/92)   94.367  (m)          309.60   (f) ADJ UNCH    2 0
 PE0917
 PE0917.Superseded values are not recommended for survey control.
 PE0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0917.See file dsdata.txt to determine how the superseded data were derived.
 PE0917
 PE0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ695988(NAD 83)
 PE0917_MARKER: DB = BENCH MARK DISK
 PE0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0917_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0917_STAMPING: G 47 1935
 PE0917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0917+STABILITY: SURFACE MOTION
 PE0917
 PE0917  HISTORY     - Date     Condition        Report By
 PE0917  HISTORY     - 1935     MONUMENTED       CGS
 PE0917  HISTORY     - 1935     GOOD             NGS
 PE0917
 PE0917                          STATION DESCRIPTION
 PE0917
 PE0917'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PE0917'AT STICKNEY CORNER.
 PE0917'AT STICKNEY CORNER, KNOX COUNTY, 47 YARDS SOUTH OF THE CENTER LINE
 PE0917'OF STATE HIGHWAY 17, 22 FEET EAST OF THE CENTERLINE OF STATE
 PE0917'HIGHWAY 220, AND 4.3 FEET NORTHWEST OF A POLE.  A STANDARD DISK,
 PE0917'STAMPED G 47 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PE0917'3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0163 ***********************************************************************
 PF0163  DESIGNATION -  G 4=753 USGS
 PF0163  PID         -  PF0163
 PF0163  STATE/COUNTY-  ME/OXFORD
 PF0163  USGS QUAD   -  BRYANT POND (1989)
 PF0163
 PF0163                         *CURRENT SURVEY CONTROL
 PF0163  ___________________________________________________________________
 PF0163* NAD 83(1986)-  44 23 59.     (N)    070 42 06.     (W)     SCALED    
 PF0163* NAVD 88     -       229.338  (meters)     752.42   (feet)  ADJUSTED  
 PF0163  ___________________________________________________________________
 PF0163  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 PF0163  DYNAMIC HT  -         229.309 (meters)     752.32  (feet)  COMP
 PF0163  MODELED GRAV-     980,486.7   (mgal)                       NAVD 88
 PF0163
 PF0163  VERT ORDER  -  FIRST     CLASS II
 PF0163
 PF0163.The horizontal coordinates were scaled from a topographic map and have
 PF0163.an estimated accuracy of +/- 6 seconds.
 PF0163
 PF0163.The orthometric height was determined by differential leveling
 PF0163.and adjusted by the National Geodetic Survey in June 1991..
 PF0163
 PF0163.The geoid height was determined by GEOID03.
 PF0163
 PF0163.The dynamic height is computed by dividing the NAVD 88
 PF0163.geopotential number by the normal gravity value computed on the
 PF0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0163.degrees latitude (g = 980.6199 gals.).
 PF0163
 PF0163.The modeled gravity was interpolated from observed gravity values.
 PF0163
 PF0163;                    North         East    Units  Estimated Accuracy
 PF0163;SPC ME W     -   174,170.      857,380.      MT  (+/- 180 meters Scaled)
 PF0163
 PF0163                          SUPERSEDED SURVEY CONTROL
 PF0163
 PF0163  NGVD 29 (??/??/92)  229.492  (m)          752.92   (f) ADJ UNCH    1 2
 PF0163
 PF0163.Superseded values are not recommended for survey control.
 PF0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0163.See file dsdata.txt to determine how the superseded data were derived.
 PF0163
 PF0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK644176(NAD 83)
 PF0163_MARKER: DD = SURVEY DISK
 PF0163_SETTING: 66 = SET IN ROCK OUTCROP
 PF0163_SP_SET: ROCK LEDGE
 PF0163_STAMPING: 753
 PF0163_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PF0163+STABILITY: POSITION/ELEVATION WELL
 PF0163
 PF0163  HISTORY     - Date     Condition        Report By
 PF0163  HISTORY     - UNK      MONUMENTED       USGS
 PF0163  HISTORY     - 1978     GOOD             NGS
 PF0163
 PF0163                          STATION DESCRIPTION
 PF0163
 PF0163'DESCRIBED BY US GEOLOGICAL SURVEY UNK
 PF0163'AT LOCKE MILLS.
 PF0163'AT LOCKE MILLS, OXFORD COUNTY, ON THE GRAND TRUNK RAILWAY, 400
 PF0163'FEET NORTH OF THE STATION, 100 FEET WEST OF HOTEL GREENWOOD
 PF0163'(IN 1922), IN THE FACE OF A ROCK LEDGE, AND 7 FEET ABOVE THE
 PF0163'GROUND.
 PF0163
 PF0163                          STATION RECOVERY (1978)
 PF0163
 PF0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PF0163'AT LOCKE MILLS, AT THE JUNCTION OF STATE HIGHWAY 26 AND GREENWOOD ROAD
 PF0163'OPPOSITE AND ACROSS A YARD FROM AN HONOR ROLL MONUMENT, 132 FT.
 PF0163'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 11.7 FT. NORTHEAST OF GUY
 PF0163'POLE 11.1 8S, 42 FT. NORTHEAST OF A WIRE FENCE, 59 FT. EAST OF THE
 PF0163'EAST CORNER OF A LARGE TWO-STORY FRAME HOUSE AND LAUNDROMAT
 PF0163'COMBINATION, 10.5 FT. NORTHWEST OF A 24-INCH MAPLE TREE, IN THE
 PF0163'SOUTHWEST FACE OF A MASSIVE ROCK LEDGE, 7 FT. ABOVE GROUND.
 PF0163'NOTE-THE DISK IS BATTERED BUT SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0970 ***********************************************************************
 PE0970  DESIGNATION -  G 49
 PE0970  PID         -  PE0970
 PE0970  STATE/COUNTY-  ME/WALDO
 PE0970  USGS QUAD   -  SEARSMONT (1988)
 PE0970
 PE0970                         *CURRENT SURVEY CONTROL
 PE0970  ___________________________________________________________________
 PE0970* NAD 83(1986)-  44 21 42.     (N)    069 11 38.     (W)     SCALED    
 PE0970* NAVD 88     -        65.503  (meters)     214.90   (feet)  ADJUSTED  
 PE0970  ___________________________________________________________________
 PE0970  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 PE0970  DYNAMIC HT  -          65.498 (meters)     214.89  (feet)  COMP
 PE0970  MODELED GRAV-     980,536.9   (mgal)                       NAVD 88
 PE0970
 PE0970  VERT ORDER  -  SECOND    CLASS 0
 PE0970
 PE0970.The horizontal coordinates were scaled from a topographic map and have
 PE0970.an estimated accuracy of +/- 6 seconds.
 PE0970
 PE0970.The orthometric height was determined by differential leveling
 PE0970.and adjusted by the National Geodetic Survey in June 1991..
 PE0970
 PE0970.The geoid height was determined by GEOID03.
 PE0970
 PE0970.The dynamic height is computed by dividing the NAVD 88
 PE0970.geopotential number by the normal gravity value computed on the
 PE0970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0970.degrees latitude (g = 980.6199 gals.).
 PE0970
 PE0970.The modeled gravity was interpolated from observed gravity values.
 PE0970
 PE0970;                    North         East    Units  Estimated Accuracy
 PE0970;SPC ME E     -    77,450.      244,690.      MT  (+/- 180 meters Scaled)
 PE0970
 PE0970                          SUPERSEDED SURVEY CONTROL
 PE0970
 PE0970  NGVD 29 (??/??/92)   65.720  (m)          215.62   (f) ADJ UNCH    2 0
 PE0970
 PE0970.Superseded values are not recommended for survey control.
 PE0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0970.See file dsdata.txt to determine how the superseded data were derived.
 PE0970
 PE0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK845120(NAD 83)
 PE0970_MARKER: DB = BENCH MARK DISK
 PE0970_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE0970_SP_SET: ABUTMENT
 PE0970_STAMPING: G 49 1935
 PE0970_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0970
 PE0970  HISTORY     - Date     Condition        Report By
 PE0970  HISTORY     - 1935     MONUMENTED       CGS
 PE0970
 PE0970                          STATION DESCRIPTION
 PE0970
 PE0970'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE0970'AT SEARSMONT.
 PE0970'AT SEARSMONT, WALDO COUNTY, IN THE TOP OF THE EAST WING OF
 PE0970'THE NORTHEAST CONCRETE ABUTMENT OF A CONCRETE HIGHWAY BRIDGE OVER
 PE0970'STEARNS BROOK, AND FLUSH WITH THE CONCRETE.  A STANDARD DISK,
 PE0970'STAMPED G 49 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0040 ***********************************************************************
 OC0040  DESIGNATION -  G 5
 OC0040  PID         -  OC0040
 OC0040  STATE/COUNTY-  ME/CUMBERLAND
 OC0040  USGS QUAD   -  YARMOUTH (1975)
 OC0040
 OC0040                         *CURRENT SURVEY CONTROL
 OC0040  ___________________________________________________________________
 OC0040* NAD 83(1986)-  43 48 13.     (N)    070 12 51.     (W)     SCALED    
 OC0040* NAVD 88     -        26.902  (meters)      88.26   (feet)  ADJUSTED  
 OC0040  ___________________________________________________________________
 OC0040  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 OC0040  DYNAMIC HT  -          26.899 (meters)      88.25  (feet)  COMP
 OC0040  MODELED GRAV-     980,503.0   (mgal)                       NAVD 88
 OC0040
 OC0040  VERT ORDER  -  FIRST     CLASS II
 OC0040
 OC0040.The horizontal coordinates were scaled from a topographic map and have
 OC0040.an estimated accuracy of +/- 6 seconds.
 OC0040
 OC0040.The orthometric height was determined by differential leveling
 OC0040.and adjusted by the National Geodetic Survey in June 1991..
 OC0040
 OC0040.The geoid height was determined by GEOID03.
 OC0040
 OC0040.The dynamic height is computed by dividing the NAVD 88
 OC0040.geopotential number by the normal gravity value computed on the
 OC0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0040.degrees latitude (g = 980.6199 gals.).
 OC0040
 OC0040.The modeled gravity was interpolated from observed gravity values.
 OC0040
 OC0040;                    North         East    Units  Estimated Accuracy
 OC0040;SPC ME W     -   107,790.      896,180.      MT  (+/- 180 meters Scaled)
 OC0040
 OC0040                          SUPERSEDED SURVEY CONTROL
 OC0040
 OC0040  NGVD 29 (??/??/92)   27.10   (m)           88.9    (f) COMPUTED    1 2
 OC0040
 OC0040.Superseded values are not recommended for survey control.
 OC0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0040.See file dsdata.txt to determine how the superseded data were derived.
 OC0040
 OC0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ023507(NAD 83)
 OC0040_MARKER: DB = BENCH MARK DISK
 OC0040_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC0040_SP_SET: ABUTMENT
 OC0040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC0040
 OC0040  HISTORY     - Date     Condition        Report By
 OC0040  HISTORY     - UNK      MONUMENTED       CGS
 OC0040  HISTORY     - 1922     GOOD             NGS
 OC0040
 OC0040                          STATION DESCRIPTION
 OC0040
 OC0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1922
 OC0040'1 MI W FROM YARMOUTH.
 OC0040'1 MILE WEST ON THE WEST END OF THE NORTH ABUTMENT OF A MAINE
 OC0040'CENTRAL R.R. BRIDGE OVER THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0004 ***********************************************************************
 RG0004  DESIGNATION -  G 5
 RG0004  PID         -  RG0004
 RG0004  STATE/COUNTY-  ME/SOMERSET
 RG0004  USGS QUAD   -  HARDWOOD MOUNTAIN SW (1989)
 RG0004
 RG0004                         *CURRENT SURVEY CONTROL
 RG0004  ___________________________________________________________________
 RG0004* NAD 83(1986)-  46 31 18.     (N)    070 08 48.     (W)     SCALED    
 RG0004* NAVD 88     -       363.147  (meters)    1191.42   (feet)  ADJUSTED  
 RG0004  ___________________________________________________________________
 RG0004  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 RG0004  DYNAMIC HT  -         363.153 (meters)    1191.44  (feet)  COMP
 RG0004  MODELED GRAV-     980,620.7   (mgal)                       NAVD 88
 RG0004
 RG0004  VERT ORDER  -  FIRST     CLASS II
 RG0004
 RG0004.The horizontal coordinates were scaled from a topographic map and have
 RG0004.an estimated accuracy of +/- 6 seconds.
 RG0004
 RG0004.The orthometric height was determined by differential leveling
 RG0004.and adjusted by the National Geodetic Survey in June 1991..
 RG0004
 RG0004.The geoid height was determined by GEOID03.
 RG0004
 RG0004.The dynamic height is computed by dividing the NAVD 88
 RG0004.geopotential number by the normal gravity value computed on the
 RG0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RG0004.degrees latitude (g = 980.6199 gals.).
 RG0004
 RG0004.The modeled gravity was interpolated from observed gravity values.
 RG0004
 RG0004;                    North         East    Units  Estimated Accuracy
 RG0004;SPC ME W     -   409,850.      901,540.      MT  (+/- 180 meters Scaled)
 RG0004
 RG0004                          SUPERSEDED SURVEY CONTROL
 RG0004
 RG0004  NGVD 29 (??/??/92)  363.316  (m)         1191.98   (f) ADJ UNCH    1 2
 RG0004
 RG0004.Superseded values are not recommended for survey control.
 RG0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0004.See file dsdata.txt to determine how the superseded data were derived.
 RG0004
 RG0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM120526(NAD 83)
 RG0004_MARKER: DB = BENCH MARK DISK
 RG0004_SETTING: 80 = SET IN A BOULDER
 RG0004_SP_SET: BOULDER
 RG0004_STAMPING: G 5 1953
 RG0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RG0004+STABILITY: SURFACE MOTION
 RG0004
 RG0004  HISTORY     - Date     Condition        Report By
 RG0004  HISTORY     - 1953     MONUMENTED       CGS
 RG0004
 RG0004                          STATION DESCRIPTION
 RG0004
 RG0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RG0004'3.8 MI NE FROM STE CAMILLE.
 RG0004'3.75 MILES NORTHEAST ALONG THE QUEBEC CENTRAL RAILWAY FROM THE
 RG0004'STATION AT STE CAMILLE, 18 1/2 RAILS SOUTHWEST OF A PRIVATE ROAD
 RG0004'CROSSING, 6 1/2 RAILS NORTHEAST OF A PRIVATE ROAD CROSSING, IN
 RG0004'THE TOP OF AND 2 1/2 FEET SOUTHEAST OF THE NORTHWEST EDGE OF
 RG0004'A 10 BY 6-FOOT BOULDER PROJECTING 1 1/2 FEET, 17 FEET SOUTHEAST
 RG0004'OF SOUTHEAST RAIL, 9 FEET WEST-SOUTHWEST OF THE THIRD TELEPHONE
 RG0004'POLE SOUTHWEST OF MILE POST 64, AND ABOUT 2 FEET BELOW LEVEL OF
 RG0004'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0041 ***********************************************************************
 OC0041  DESIGNATION -  G 5 RESET 1938
 OC0041  PID         -  OC0041
 OC0041  STATE/COUNTY-  ME/CUMBERLAND
 OC0041  USGS QUAD   -  YARMOUTH (1975)
 OC0041
 OC0041                         *CURRENT SURVEY CONTROL
 OC0041  ___________________________________________________________________
 OC0041* NAD 83(1986)-  43 48 13.     (N)    070 12 51.     (W)     SCALED    
 OC0041* NAVD 88     -        23.619  (meters)      77.49   (feet)  ADJUSTED  
 OC0041  ___________________________________________________________________
 OC0041  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 OC0041  DYNAMIC HT  -          23.616 (meters)      77.48  (feet)  COMP
 OC0041  MODELED GRAV-     980,503.0   (mgal)                       NAVD 88
 OC0041
 OC0041  VERT ORDER  -  FIRST     CLASS I
 OC0041
 OC0041.The horizontal coordinates were scaled from a topographic map and have
 OC0041.an estimated accuracy of +/- 6 seconds.
 OC0041
 OC0041.The orthometric height was determined by differential leveling
 OC0041.and adjusted by the National Geodetic Survey in June 1991..
 OC0041
 OC0041.The geoid height was determined by GEOID03.
 OC0041
 OC0041.The dynamic height is computed by dividing the NAVD 88
 OC0041.geopotential number by the normal gravity value computed on the
 OC0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0041.degrees latitude (g = 980.6199 gals.).
 OC0041
 OC0041.The modeled gravity was interpolated from observed gravity values.
 OC0041
 OC0041;                    North         East    Units  Estimated Accuracy
 OC0041;SPC ME W     -   107,790.      896,180.      MT  (+/- 180 meters Scaled)
 OC0041
 OC0041                          SUPERSEDED SURVEY CONTROL
 OC0041
 OC0041  NGVD 29 (??/??/92)   23.828  (m)           78.18   (f) ADJ UNCH    1 1
 OC0041
 OC0041.Superseded values are not recommended for survey control.
 OC0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0041.See file dsdata.txt to determine how the superseded data were derived.
 OC0041
 OC0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ023507(NAD 83)
 OC0041_MARKER: DB = BENCH MARK DISK
 OC0041_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OC0041_SP_SET: CULVERT
 OC0041_STAMPING: G 5 RESET 1938
 OC0041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC0041
 OC0041  HISTORY     - Date     Condition        Report By
 OC0041  HISTORY     - 1938     MONUMENTED       CGS
 OC0041  HISTORY     - 1966     GOOD             NGS
 OC0041  HISTORY     - 1978     GOOD             DOD
 OC0041
 OC0041                          STATION DESCRIPTION
 OC0041
 OC0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 OC0041'1.2 MI SW FROM YARMOUTH JUNCTION.
 OC0041'ABOUT 1.2 MILES SOUTHWEST ALONG THE MAINE CENTRAL RAILROAD
 OC0041'FROM THE CROSSING OF THE CANADIAN NATIONAL RAILWAY AT YARMOUTH
 OC0041'JUNCTION, NEAR THE OVERPASS CROSSING OF STATE HIGHWAY 115,
 OC0041'88 FEET SOUTHWEST OF THE OVERPASS, IN THE TOP NEAR THE SOUTHWEST
 OC0041'END OF THE NORTHWEST HEAD WALL FOR A 3-FOOT PIPE CULVERT UNDER
 OC0041'THE RAILROAD, 38.0 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 OC0041'TRACK, 3.0 FEET NORTHEAST OF THE SOUTHWEST END OF THE HEAD WALL,
 OC0041'AND ABOUT 9 FEET BELOW THE LEVEL OF THE TRACK.
 OC0041
 OC0041                          STATION RECOVERY (1978)
 OC0041
 OC0041'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 OC0041'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0999 ***********************************************************************
 PE0999  DESIGNATION -  G 50
 PE0999  PID         -  PE0999
 PE0999  STATE/COUNTY-  ME/WALDO
 PE0999  USGS QUAD   -  MORRILL (1979)
 PE0999
 PE0999                         *CURRENT SURVEY CONTROL
 PE0999  ___________________________________________________________________
 PE0999* NAD 83(1986)-  44 24 20.     (N)    069 11 54.     (W)     SCALED    
 PE0999* NAVD 88     -        63.278  (meters)     207.60   (feet)  ADJUSTED  
 PE0999  ___________________________________________________________________
 PE0999  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 PE0999  DYNAMIC HT  -          63.272 (meters)     207.58  (feet)  COMP
 PE0999  MODELED GRAV-     980,534.1   (mgal)                       NAVD 88
 PE0999
 PE0999  VERT ORDER  -  SECOND    CLASS 0
 PE0999
 PE0999.The horizontal coordinates were scaled from a topographic map and have
 PE0999.an estimated accuracy of +/- 6 seconds.
 PE0999
 PE0999.The orthometric height was determined by differential leveling
 PE0999.and adjusted by the National Geodetic Survey in June 1991..
 PE0999
 PE0999.The geoid height was determined by GEOID03.
 PE0999
 PE0999.The dynamic height is computed by dividing the NAVD 88
 PE0999.geopotential number by the normal gravity value computed on the
 PE0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0999.degrees latitude (g = 980.6199 gals.).
 PE0999
 PE0999.The modeled gravity was interpolated from observed gravity values.
 PE0999
 PE0999;                    North         East    Units  Estimated Accuracy
 PE0999;SPC ME E     -    82,330.      244,380.      MT  (+/- 180 meters Scaled)
 PE0999
 PE0999                          SUPERSEDED SURVEY CONTROL
 PE0999
 PE0999  NGVD 29 (??/??/92)   63.494  (m)          208.31   (f) ADJ UNCH    2 0
 PE0999
 PE0999.Superseded values are not recommended for survey control.
 PE0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0999.See file dsdata.txt to determine how the superseded data were derived.
 PE0999
 PE0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK842169(NAD 83)
 PE0999_MARKER: DB = BENCH MARK DISK
 PE0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0999_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0999_STAMPING: G 50 1935
 PE0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0999+STABILITY: SURFACE MOTION
 PE0999
 PE0999  HISTORY     - Date     Condition        Report By
 PE0999  HISTORY     - 1935     MONUMENTED       CGS
 PE0999  HISTORY     - 1978     GOOD             DOD
 PE0999
 PE0999                          STATION DESCRIPTION
 PE0999
 PE0999'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE0999'0.8 MI E FROM NORTH SEARSMONT.
 PE0999'0.8 MILE EAST ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF THE
 PE0999'SEARSMONT ROAD AT NORTH SEARSMONT, WALDO COUNTY, ON THE NORTHWEST
 PE0999'SLOPE OF A HILL, 53 FEET EAST OF THE CENTERLINE OF A FIELD ROAD
 PE0999'LEADING SOUTH, OPPOSITE A CURVE, ON A TANGENT OF THE NORTHEAST
 PE0999'EDGE OF THE HIGHWAY FROM THE NORTHWEST, AND 30 FEET SOUTHWEST OF
 PE0999'THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED G 50
 PE0999'1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1/2 FOOT
 PE0999'ABOVE GROUND.
 PE0999
 PE0999                          STATION RECOVERY (1978)
 PE0999
 PE0999'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE0999'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1324 ***********************************************************************
 PE1324  DESIGNATION -  G 51
 PE1324  PID         -  PE1324
 PE1324  STATE/COUNTY-  ME/KENNEBEC
 PE1324  USGS QUAD   -  AUGUSTA (1991)
 PE1324
 PE1324                         *CURRENT SURVEY CONTROL
 PE1324  ___________________________________________________________________
 PE1324* NAD 83(1986)-  44 19 30.     (N)    069 45 17.     (W)     SCALED    
 PE1324* NAVD 88     -        43.125  (meters)     141.49   (feet)  ADJUSTED  
 PE1324  ___________________________________________________________________
 PE1324  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 PE1324  DYNAMIC HT  -          43.121 (meters)     141.47  (feet)  COMP
 PE1324  MODELED GRAV-     980,523.3   (mgal)                       NAVD 88
 PE1324
 PE1324  VERT ORDER  -  SECOND    CLASS 0
 PE1324
 PE1324.The horizontal coordinates were scaled from a topographic map and have
 PE1324.an estimated accuracy of +/- 6 seconds.
 PE1324
 PE1324.The orthometric height was determined by differential leveling
 PE1324.and adjusted by the National Geodetic Survey in June 1991..
 PE1324
 PE1324.The geoid height was determined by GEOID03.
 PE1324
 PE1324.The dynamic height is computed by dividing the NAVD 88
 PE1324.geopotential number by the normal gravity value computed on the
 PE1324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1324.degrees latitude (g = 980.6199 gals.).
 PE1324
 PE1324.The modeled gravity was interpolated from observed gravity values.
 PE1324
 PE1324;                    North         East    Units  Estimated Accuracy
 PE1324;SPC ME W     -   165,810.      932,860.      MT  (+/- 180 meters Scaled)
 PE1324
 PE1324                          SUPERSEDED SURVEY CONTROL
 PE1324
 PE1324  NGVD 29 (??/??/92)   43.343  (m)          142.20   (f) ADJ UNCH    2 0
 PE1324
 PE1324.Superseded values are not recommended for survey control.
 PE1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1324.See file dsdata.txt to determine how the superseded data were derived.
 PE1324
 PE1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK398082(NAD 83)
 PE1324_MARKER: DB = BENCH MARK DISK
 PE1324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1324_STAMPING: G 51 1935
 PE1324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1324+STABILITY: SURFACE MOTION
 PE1324
 PE1324  HISTORY     - Date     Condition        Report By
 PE1324  HISTORY     - 1935     MONUMENTED       CGS
 PE1324  HISTORY     - 1974     MARK NOT FOUND   NGS
 PE1324
 PE1324                          STATION DESCRIPTION
 PE1324
 PE1324'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE1324'0.9 MI E FROM AUGUSTA.
 PE1324'0.9 MILE EAST ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF U.S.
 PE1324'HIGHWAY 201 AT AUGUSTA, KENNBEC COUNTY, AT THE TOP OF A HILL, AT
 PE1324'THE WEST END OF THE FIRST CURVE EAST OF AUGUSTA, 23 FEET
 PE1324'SOUTHWEST OF THE WEST END OF A HIGHWAY GUARD, AND 4.5 FEET
 PE1324'EAST OF A GATEPOST.  A STANDARD DISK, STAMPED G 51 1935 AND SET
 PE1324'IN THE TOP OF A CONCRETE POST PROJECTING 1/2 FOOT ABOVE GROUND.
 PE1324
 PE1324                          STATION RECOVERY (1974)
 PE1324
 PE1324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 PE1324'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1035 ***********************************************************************
 PE1035  DESIGNATION -  G 52
 PE1035  PID         -  PE1035
 PE1035  STATE/COUNTY-  ME/KNOX
 PE1035  USGS QUAD   -  RAZORVILLE (1979)
 PE1035
 PE1035                         *CURRENT SURVEY CONTROL
 PE1035  ___________________________________________________________________
 PE1035* NAD 83(1986)-  44 15 05.     (N)    069 25 24.     (W)     SCALED    
 PE1035* NAVD 88     -        72.185  (meters)     236.83   (feet)  ADJUSTED  
 PE1035  ___________________________________________________________________
 PE1035  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 PE1035  DYNAMIC HT  -          72.178 (meters)     236.80  (feet)  COMP
 PE1035  MODELED GRAV-     980,519.3   (mgal)                       NAVD 88
 PE1035
 PE1035  VERT ORDER  -  SECOND    CLASS 0
 PE1035
 PE1035.The horizontal coordinates were scaled from a topographic map and have
 PE1035.an estimated accuracy of +/- 6 seconds.
 PE1035
 PE1035.The orthometric height was determined by differential leveling
 PE1035.and adjusted by the National Geodetic Survey in June 1991..
 PE1035
 PE1035.The geoid height was determined by GEOID03.
 PE1035
 PE1035.The dynamic height is computed by dividing the NAVD 88
 PE1035.geopotential number by the normal gravity value computed on the
 PE1035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1035.degrees latitude (g = 980.6199 gals.).
 PE1035
 PE1035.The modeled gravity was interpolated from observed gravity values.
 PE1035
 PE1035;                    North         East    Units  Estimated Accuracy
 PE1035;SPC ME E     -    65,380.      226,260.      MT  (+/- 180 meters Scaled)
 PE1035
 PE1035                          SUPERSEDED SURVEY CONTROL
 PE1035
 PE1035  NGVD 29 (??/??/92)   72.394  (m)          237.51   (f) ADJ UNCH    2 0
 PE1035
 PE1035.Superseded values are not recommended for survey control.
 PE1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1035.See file dsdata.txt to determine how the superseded data were derived.
 PE1035
 PE1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ662998(NAD 83)
 PE1035_MARKER: DB = BENCH MARK DISK
 PE1035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1035_STAMPING: G 52 1935
 PE1035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1035+STABILITY: SURFACE MOTION
 PE1035
 PE1035  HISTORY     - Date     Condition        Report By
 PE1035  HISTORY     - 1935     MONUMENTED       CGS
 PE1035
 PE1035                          STATION DESCRIPTION
 PE1035
 PE1035'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE1035'2.1 MI W FROM STICKNEY CORNER.
 PE1035'2.1 MILES WEST ALONG STATE HIGHWAY 17 FROM THE INTERSECTION OF
 PE1035'STATE HIGHWAY 220 AT STICKNEY CORNER, KNOX COUNTY, 67 YARDS EAST
 PE1035'OF THE CENTER OF THE JUNCTION OF A ROAD LEADING SOUTH, BETWEEN
 PE1035'TWO CURVES, AT THE WEST EDGE OF A 12 FOOT KNOLL, 27 FEET SOUTH
 PE1035'OF THE CENTERLINE OF THE HIGHWAY, AND 18 FEET NORTH OF A LARGE
 PE1035'TREE.  A STANDARD DISK, STAMPED G 52 1935 AND SET IN THE TOP OF
 PE1035'A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0076 ***********************************************************************
 RE0076  DESIGNATION -  G 55
 RE0076  PID         -  RE0076
 RE0076  STATE/COUNTY-  ME/AROOSTOOK
 RE0076  USGS QUAD   -  LIMESTONE (1978)
 RE0076
 RE0076                         *CURRENT SURVEY CONTROL
 RE0076  ___________________________________________________________________
 RE0076* NAD 83(1986)-  46 57 03.     (N)    067 49 55.     (W)     SCALED    
 RE0076* NAVD 88     -       218.727  (meters)     717.61   (feet)  ADJUSTED  
 RE0076  ___________________________________________________________________
 RE0076  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 RE0076  DYNAMIC HT  -         218.752 (meters)     717.69  (feet)  COMP
 RE0076  MODELED GRAV-     980,721.4   (mgal)                       NAVD 88
 RE0076
 RE0076  VERT ORDER  -  SECOND    CLASS 0
 RE0076
 RE0076.The horizontal coordinates were scaled from a topographic map and have
 RE0076.an estimated accuracy of +/- 6 seconds.
 RE0076
 RE0076.The orthometric height was determined by differential leveling
 RE0076.and adjusted by the National Geodetic Survey in June 1991..
 RE0076
 RE0076.The geoid height was determined by GEOID03.
 RE0076
 RE0076.The dynamic height is computed by dividing the NAVD 88
 RE0076.geopotential number by the normal gravity value computed on the
 RE0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0076.degrees latitude (g = 980.6199 gals.).
 RE0076
 RE0076.The modeled gravity was interpolated from observed gravity values.
 RE0076
 RE0076;                    North         East    Units  Estimated Accuracy
 RE0076;SPC ME E     -   365,180.      350,850.      MT  (+/- 180 meters Scaled)
 RE0076
 RE0076                          SUPERSEDED SURVEY CONTROL
 RE0076
 RE0076  NGVD 29 (??/??/92)  218.922  (m)          718.25   (f) ADJ UNCH    2 0
 RE0076
 RE0076.Superseded values are not recommended for survey control.
 RE0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0076.See file dsdata.txt to determine how the superseded data were derived.
 RE0076
 RE0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN888003(NAD 83)
 RE0076_MARKER: DB = BENCH MARK DISK
 RE0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RE0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RE0076_STAMPING: G 55 1935
 RE0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RE0076+STABILITY: SURFACE MOTION
 RE0076
 RE0076  HISTORY     - Date     Condition        Report By
 RE0076  HISTORY     - 1935     MONUMENTED       CGS
 RE0076
 RE0076                          STATION DESCRIPTION
 RE0076
 RE0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RE0076'2.7 MI N FROM LIMESTONE.
 RE0076'2.7 MILES NORTH ALONG STATE HIGHWAY 165 FROM THE POST OFFICE AT
 RE0076'LIMESTONE, AROOSTOOK COUNTY, 226 FEET NORTH OF THE JUNCTION OF
 RE0076'A ROAD LEADING EAST, AT THE C.W. ADAMS FARMHOUSE (IN 1935),
 RE0076'59.5 FEET EAST OF THE FACE OF THE HOUSE, ON THE PROJECTED NORTH
 RE0076'LINE OF THE HOUSE, AND 25 FEET WEST OF THE CENTER LINE OF THE
 RE0076'HIGHWAY.  A STANDARD DISK, STAMPED G 55 1935 AND SET IN THE TOP
 RE0076'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0558 ***********************************************************************
 RF0558  DESIGNATION -  G 56
 RF0558  PID         -  RF0558
 RF0558  STATE/COUNTY-  ME/AROOSTOOK
 RF0558  USGS QUAD   -  NEW SWEDEN (1978)
 RF0558
 RF0558                         *CURRENT SURVEY CONTROL
 RF0558  ___________________________________________________________________
 RF0558* NAD 83(1986)-  46 59 45.     (N)    068 01 39.     (W)     SCALED    
 RF0558* NAVD 88     -       182.895  (meters)     600.05   (feet)  ADJUSTED  
 RF0558  ___________________________________________________________________
 RF0558  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 RF0558  DYNAMIC HT  -         182.918 (meters)     600.12  (feet)  COMP
 RF0558  MODELED GRAV-     980,734.0   (mgal)                       NAVD 88
 RF0558
 RF0558  VERT ORDER  -  SECOND    CLASS 0
 RF0558
 RF0558.The horizontal coordinates were scaled from a topographic map and have
 RF0558.an estimated accuracy of +/- 6 seconds.
 RF0558
 RF0558.The orthometric height was determined by differential leveling
 RF0558.and adjusted by the National Geodetic Survey in June 1991..
 RF0558
 RF0558.The geoid height was determined by GEOID03.
 RF0558
 RF0558.The dynamic height is computed by dividing the NAVD 88
 RF0558.geopotential number by the normal gravity value computed on the
 RF0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0558.degrees latitude (g = 980.6199 gals.).
 RF0558
 RF0558.The modeled gravity was interpolated from observed gravity values.
 RF0558
 RF0558;                    North         East    Units  Estimated Accuracy
 RF0558;SPC ME E     -   370,070.      335,940.      MT  (+/- 180 meters Scaled)
 RF0558
 RF0558                          SUPERSEDED SURVEY CONTROL
 RF0558
 RF0558  NGVD 29 (??/??/92)  183.075  (m)          600.64   (f) ADJ UNCH    2 0
 RF0558
 RF0558.Superseded values are not recommended for survey control.
 RF0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0558.See file dsdata.txt to determine how the superseded data were derived.
 RF0558
 RF0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN739051(NAD 83)
 RF0558_MARKER: DB = BENCH MARK DISK
 RF0558_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RF0558_SP_SET: CULVERT
 RF0558_STAMPING: G 56 1935
 RF0558_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RF0558
 RF0558  HISTORY     - Date     Condition        Report By
 RF0558  HISTORY     - 1935     MONUMENTED       CGS
 RF0558  HISTORY     - 1953     GOOD             NGS
 RF0558
 RF0558                          STATION DESCRIPTION
 RF0558
 RF0558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 RF0558'10.3 MI N FROM CARIBOU.
 RF0558'10.3 MILES NORTH ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 RF0558'CARIBOU, AROOSTOOK COUNTY, 0.4 MILE NORTH OF ACADIA, 0.1 MILE
 RF0558'SOUTH OF THE BRIDGE OVER HALFWAY BROOK, AT THE JUNCTION OF A
 RF0558'ROAD LEADING WEST, 35 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 RF0558'18 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AT A 5- BY 3-FOOT
 RF0558'CONCRETE-BOX CULVERT UNDER THE HIGHWAY, AND IN THE CENTER OF THE
 RF0558'TOP OF THE WEST HEADWALL.  A STANDARD DISK, STAMPED G 56 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0033 ***********************************************************************
 RF0033  DESIGNATION -  G 57
 RF0033  PID         -  RF0033
 RF0033  STATE/COUNTY-  ME/AROOSTOOK
 RF0033  USGS QUAD   -  CARIBOU (1984)
 RF0033
 RF0033                         *CURRENT SURVEY CONTROL
 RF0033  ___________________________________________________________________
 RF0033* NAD 83(1986)-  46 51 38.     (N)    068 01 04.     (W)     SCALED    
 RF0033* NAVD 88     -       143.282  (meters)     470.08   (feet)  ADJUSTED  
 RF0033  ___________________________________________________________________
 RF0033  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 RF0033  DYNAMIC HT  -         143.299 (meters)     470.14  (feet)  COMP
 RF0033  MODELED GRAV-     980,730.7   (mgal)                       NAVD 88
 RF0033
 RF0033  VERT ORDER  -  SECOND    CLASS 0
 RF0033
 RF0033.The horizontal coordinates were scaled from a topographic map and have
 RF0033.an estimated accuracy of +/- 6 seconds.
 RF0033
 RF0033.The orthometric height was determined by differential leveling
 RF0033.and adjusted by the National Geodetic Survey in June 1991..
 RF0033
 RF0033.The geoid height was determined by GEOID03.
 RF0033
 RF0033.The dynamic height is computed by dividing the NAVD 88
 RF0033.geopotential number by the normal gravity value computed on the
 RF0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0033.degrees latitude (g = 980.6199 gals.).
 RF0033
 RF0033.The modeled gravity was interpolated from observed gravity values.
 RF0033
 RF0033;                    North         East    Units  Estimated Accuracy
 RF0033;SPC ME E     -   355,040.      336,770.      MT  (+/- 180 meters Scaled)
 RF0033
 RF0033                          SUPERSEDED SURVEY CONTROL
 RF0033
 RF0033  NGVD 29 (??/??/92)  143.466  (m)          470.69   (f) ADJ UNCH    2 0
 RF0033
 RF0033.Superseded values are not recommended for survey control.
 RF0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0033.See file dsdata.txt to determine how the superseded data were derived.
 RF0033
 RF0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM748901(NAD 83)
 RF0033_MARKER: DB = BENCH MARK DISK
 RF0033_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RF0033_SP_SET: BUILDING
 RF0033_STAMPING: G 57 1935
 RF0033_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0033
 RF0033  HISTORY     - Date     Condition        Report By
 RF0033  HISTORY     - 1935     MONUMENTED       CGS
 RF0033
 RF0033                          STATION DESCRIPTION
 RF0033
 RF0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RF0033'AT CARIBOU.
 RF0033'AT CARIBOU, AROOSTOOK COUNTY, IN THE NORTH WALL OF THE COUNTY
 RF0033'COURTHOUSE, 1 FOOT FROM THE EAST CORNER, AND ABOUT 1-1/2 FEET
 RF0033'ABOVE GROUND.  A STANDARD DISK, STAMPED G 57 1935 AND SET
 RF0033'VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0047 ***********************************************************************
 RE0047  DESIGNATION -  G 58
 RE0047  PID         -  RE0047
 RE0047  STATE/COUNTY-  ME/AROOSTOOK
 RE0047  USGS QUAD   -  LINNEUS (1984)
 RE0047
 RE0047                         *CURRENT SURVEY CONTROL
 RE0047  ___________________________________________________________________
 RE0047* NAD 83(1986)-  46 04 28.     (N)    067 58 16.     (W)     SCALED    
 RE0047* NAVD 88     -       139.508  (meters)     457.70   (feet)  ADJUSTED  
 RE0047  ___________________________________________________________________
 RE0047  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 RE0047  DYNAMIC HT  -         139.515 (meters)     457.73  (feet)  COMP
 RE0047  MODELED GRAV-     980,658.8   (mgal)                       NAVD 88
 RE0047
 RE0047  VERT ORDER  -  SECOND    CLASS 0
 RE0047
 RE0047.The horizontal coordinates were scaled from a topographic map and have
 RE0047.an estimated accuracy of +/- 6 seconds.
 RE0047
 RE0047.The orthometric height was determined by differential leveling
 RE0047.and adjusted by the National Geodetic Survey in June 1991..
 RE0047
 RE0047.The geoid height was determined by GEOID03.
 RE0047
 RE0047.The dynamic height is computed by dividing the NAVD 88
 RE0047.geopotential number by the normal gravity value computed on the
 RE0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0047.degrees latitude (g = 980.6199 gals.).
 RE0047
 RE0047.The modeled gravity was interpolated from observed gravity values.
 RE0047
 RE0047;                    North         East    Units  Estimated Accuracy
 RE0047;SPC ME E     -   267,680.      340,910.      MT  (+/- 180 meters Scaled)
 RE0047
 RE0047                          SUPERSEDED SURVEY CONTROL
 RE0047
 RE0047  NGVD 29 (??/??/92)  139.697  (m)          458.32   (f) ADJ UNCH    2 0
 RE0047
 RE0047.Superseded values are not recommended for survey control.
 RE0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0047.See file dsdata.txt to determine how the superseded data were derived.
 RE0047
 RE0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM795028(NAD 83)
 RE0047_MARKER: DB = BENCH MARK DISK
 RE0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RE0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RE0047_STAMPING: G 58 1935
 RE0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RE0047+STABILITY: SURFACE MOTION
 RE0047
 RE0047  HISTORY     - Date     Condition        Report By
 RE0047  HISTORY     - 1935     MONUMENTED       CGS
 RE0047  HISTORY     - 1951     MARK NOT FOUND   NGS
 RE0047
 RE0047                          STATION DESCRIPTION
 RE0047
 RE0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 RE0047'3.3 MI SW FROM NEW LIMERICK.
 RE0047'3.3 MILES SOUTHWEST ALONG THE LINNEUS ROAD FROM BANGOR AND
 RE0047'AROOSTOOK RAILROAD STATION AT NEW LIMERICK, AROOSTOOK COUNTY,
 RE0047'14.5 FEET NORTHWEST OF THE NORTHEAST CORNER OF HATFIELD SCHOOL,
 RE0047'32 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND 16 FEET WEST
 RE0047'OF THE PROJECTED CENTERLINE OF A SIDE ROAD LEADING NORTH.  A
 RE0047'STANDARD DISK, STAMPED G 58 1935 AND SET IN THE TOP OF A CONCRETE
 RE0047'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0074 ***********************************************************************
 QG0074  DESIGNATION -  G 59
 QG0074  PID         -  QG0074
 QG0074  STATE/COUNTY-  ME/AROOSTOOK
 QG0074  USGS QUAD   -  ALDER BROOK (1989)
 QG0074
 QG0074                         *CURRENT SURVEY CONTROL
 QG0074  ___________________________________________________________________
 QG0074* NAD 83(1986)-  45 46 24.     (N)    068 05 51.     (W)     SCALED    
 QG0074* NAVD 88     -       169.659  (meters)     556.62   (feet)  ADJUSTED  
 QG0074  ___________________________________________________________________
 QG0074  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 QG0074  DYNAMIC HT  -         169.664 (meters)     556.64  (feet)  COMP
 QG0074  MODELED GRAV-     980,641.9   (mgal)                       NAVD 88
 QG0074
 QG0074  VERT ORDER  -  SECOND    CLASS 0
 QG0074
 QG0074.The horizontal coordinates were scaled from a topographic map and have
 QG0074.an estimated accuracy of +/- 6 seconds.
 QG0074
 QG0074.The orthometric height was determined by differential leveling
 QG0074.and adjusted by the National Geodetic Survey in June 1991..
 QG0074
 QG0074.The geoid height was determined by GEOID03.
 QG0074
 QG0074.The dynamic height is computed by dividing the NAVD 88
 QG0074.geopotential number by the normal gravity value computed on the
 QG0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0074.degrees latitude (g = 980.6199 gals.).
 QG0074
 QG0074.The modeled gravity was interpolated from observed gravity values.
 QG0074
 QG0074;                    North         East    Units  Estimated Accuracy
 QG0074;SPC ME E     -   234,160.      331,300.      MT  (+/- 180 meters Scaled)
 QG0074
 QG0074                          SUPERSEDED SURVEY CONTROL
 QG0074
 QG0074  NGVD 29 (??/??/92)  169.830  (m)          557.18   (f) ADJ UNCH    2 0
 QG0074
 QG0074.Superseded values are not recommended for survey control.
 QG0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0074.See file dsdata.txt to determine how the superseded data were derived.
 QG0074
 QG0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL701692(NAD 83)
 QG0074_MARKER: DB = BENCH MARK DISK
 QG0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0074_STAMPING: G 59 1935
 QG0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0074+STABILITY: SURFACE MOTION
 QG0074
 QG0074  HISTORY     - Date     Condition        Report By
 QG0074  HISTORY     - 1935     MONUMENTED       CGS
 QG0074  HISTORY     - 19850530 MARK NOT FOUND   USPSQD
 QG0074
 QG0074                          STATION DESCRIPTION
 QG0074
 QG0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QG0074'6.5 MI SW FROM HAYNESVILLE.
 QG0074'6.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 2A FROM THE BAPTIST CHURCH
 QG0074'AT HAYNESVILLE, AROOSTOOK COUNTY, 0.9 MILE NORTHEAST OF THE
 QG0074'GLENWOOD-REED TOWN LINE, 93 FEET SOUTHEAST OF THE SOUTHEAST
 QG0074'CORNER OF  LOG CABIN, AND 25 FEET NORTH OF THE CENTERLINE OF THE
 QG0074'HIGHWAY.  A STANDARD DISK, STAMPED G 59 1935 AND SET IN THE TOP OF
 QG0074'A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 QG0074
 QG0074                          STATION RECOVERY (1985)
 QG0074
 QG0074'RECOVERY NOTE BY US POWER SQUADRON 1985 (WRM)
 QG0074'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0034 ***********************************************************************
 QF0034  DESIGNATION -  G 6
 QF0034  PID         -  QF0034
 QF0034  STATE/COUNTY-  ME/WASHINGTON
 QF0034  USGS QUAD   -  CALAIS (1977)
 QF0034
 QF0034                         *CURRENT SURVEY CONTROL
 QF0034  ___________________________________________________________________
 QF0034* NAD 83(1986)-  45 11 22.     (N)    067 16 49.     (W)     SCALED    
 QF0034* NAVD 88     -         5.676  (meters)      18.62   (feet)  ADJUSTED  
 QF0034  ___________________________________________________________________
 QF0034  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 QF0034  DYNAMIC HT  -           5.677 (meters)      18.63  (feet)  COMP
 QF0034  MODELED GRAV-     980,621.0   (mgal)                       NAVD 88
 QF0034  OBS GRAVITY -     980,622.8   (mgal)                       GRAV_OBS
 QF0034
 QF0034  VERT ORDER  -  FIRST     CLASS II
 QF0034
 QF0034.The horizontal coordinates were scaled from a topographic map and have
 QF0034.an estimated accuracy of +/- 6 seconds.
 QF0034
 QF0034.The orthometric height was determined by differential leveling
 QF0034.and adjusted by the National Geodetic Survey in June 1991..
 QF0034.WARNING-Repeat measurements at this control monument indicate possible
 QF0034.vertical movement.
 QF0034
 QF0034.The geoid height was determined by GEOID03.
 QF0034
 QF0034.The dynamic height is computed by dividing the NAVD 88
 QF0034.geopotential number by the normal gravity value computed on the
 QF0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0034.degrees latitude (g = 980.6199 gals.).
 QF0034
 QF0034.The modeled gravity was interpolated from observed gravity values.
 QF0034.The observed gravity was obtained from relative gravimeter ties
 QF0034.to the IGSN71 gravity network.
 QF0034
 QF0034;                    North         East    Units  Estimated Accuracy
 QF0034;SPC ME E     -   169,920.      395,840.      MT  (+/- 180 meters Scaled)
 QF0034
 QF0034                          SUPERSEDED SURVEY CONTROL
 QF0034
 QF0034.No superseded survey control is available for this station.
 QF0034
 QF0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL350054(NAD 83)
 QF0034_MARKER: DB = BENCH MARK DISK
 QF0034_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QF0034_SP_SET: BUILDING
 QF0034_STAMPING: G 6 1927 19.298
 QF0034_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QF0034
 QF0034  HISTORY     - Date     Condition        Report By
 QF0034  HISTORY     - 1927     MONUMENTED       CGS
 QF0034  HISTORY     - 1966     GOOD             NGS
 QF0034  HISTORY     - 1978     GOOD             NGS
 QF0034  HISTORY     - 1978     GOOD             DMA
 QF0034
 QF0034                          STATION DESCRIPTION
 QF0034
 QF0034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 QF0034'AT CALAIS.
 QF0034'AT CALAIS, ALONG THE MAINE CENTRAL RAILROAD, AT THE ABANDONED
 QF0034'RAILROAD STATION, SET VERTICALLY IN THE NORTH FACE AT THE
 QF0034'NORTHWEST CORNER OF THE BRICK BUILDING, 38.3 FEET SOUTH OF AND
 QF0034'ACROSS A SIDETRACK FROM THE SOUTH RAIL OF THE MAIN TRACK, AND
 QF0034'ABOUT 1 FOOT ABOVE THE LEVEL OF THE PLATFORM.
 QF0034
 QF0034                          STATION RECOVERY (1978)
 QF0034
 QF0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QF0034'THIS BENCH MARK HAS BEEN DESIGNATED A BASIC NET A LEVEL JUNCTION
 QF0034'MARK.
 QF0034
 QF0034                          STATION RECOVERY (1978)
 QF0034
 QF0034'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 QF0034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0098 ***********************************************************************
 QG0098  DESIGNATION -  G 60
 QG0098  PID         -  QG0098
 QG0098  STATE/COUNTY-  ME/PENOBSCOT
 QG0098  USGS QUAD   -  MATTAWAMKEAG (1988)
 QG0098
 QG0098                         *CURRENT SURVEY CONTROL
 QG0098  ___________________________________________________________________
 QG0098* NAD 83(1986)-  45 31 09.     (N)    068 21 11.     (W)     SCALED    
 QG0098* NAVD 88     -        63.941  (meters)     209.78   (feet)  ADJUSTED  
 QG0098  ___________________________________________________________________
 QG0098  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 QG0098  DYNAMIC HT  -          63.942 (meters)     209.78  (feet)  COMP
 QG0098  MODELED GRAV-     980,630.7   (mgal)                       NAVD 88
 QG0098
 QG0098  VERT ORDER  -  SECOND    CLASS 0
 QG0098
 QG0098.The horizontal coordinates were scaled from a topographic map and have
 QG0098.an estimated accuracy of +/- 6 seconds.
 QG0098
 QG0098.The orthometric height was determined by differential leveling
 QG0098.and adjusted by the National Geodetic Survey in June 1991..
 QG0098.WARNING-Repeat measurements at this control monument indicate possible
 QG0098.vertical movement.
 QG0098
 QG0098.The geoid height was determined by GEOID03.
 QG0098
 QG0098.The dynamic height is computed by dividing the NAVD 88
 QG0098.geopotential number by the normal gravity value computed on the
 QG0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0098.degrees latitude (g = 980.6199 gals.).
 QG0098
 QG0098.The modeled gravity was interpolated from observed gravity values.
 QG0098
 QG0098;                    North         East    Units  Estimated Accuracy
 QG0098;SPC ME E     -   205,850.      311,480.      MT  (+/- 180 meters Scaled)
 QG0098
 QG0098                          SUPERSEDED SURVEY CONTROL
 QG0098
 QG0098  NGVD 29 (??/??/92)   64.12   (m)          210.4    (f) COMPUTED    2 0
 QG0098
 QG0098.Superseded values are not recommended for survey control.
 QG0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0098.See file dsdata.txt to determine how the superseded data were derived.
 QG0098
 QG0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL505408(NAD 83)
 QG0098_MARKER: DB = BENCH MARK DISK
 QG0098_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QG0098_SP_SET: BRIDGE
 QG0098_STAMPING: G 60 1935
 QG0098_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG0098
 QG0098  HISTORY     - Date     Condition        Report By
 QG0098  HISTORY     - 1935     MONUMENTED       CGS
 QG0098  HISTORY     - 1942     GOOD             NGS
 QG0098  HISTORY     - 1962     GOOD             NGS
 QG0098
 QG0098                          STATION DESCRIPTION
 QG0098
 QG0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 QG0098'AT MATTAWAMKEAG.
 QG0098'AT MATTAWAMKEAG, PENOBSCOT COUNTY, ON U.S. HIGHWAY 2, AT THE
 QG0098'CONCRETE BRIDGE OVER MATTAWAMKEAG RIVER, IN THE TOP OF THE
 QG0098'SOUTHWEST WING WALL, 16 FEET NORTHWEST OF THE CENTERLINE OF THE
 QG0098'HIGHWAY, AND ABOUT 1 FOOT ABOVE THE HIGHWAY.  A STANDARD DISK,
 QG0098'STAMPED G 60 1935.
 QG0098
 QG0098                          STATION RECOVERY (1962)
 QG0098
 QG0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 QG0098'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0099 ***********************************************************************
 QG0099  DESIGNATION -  G 60 RESET 1962
 QG0099  PID         -  QG0099
 QG0099  STATE/COUNTY-  ME/PENOBSCOT
 QG0099  USGS QUAD   -  MATTAWAMKEAG (1988)
 QG0099
 QG0099                         *CURRENT SURVEY CONTROL
 QG0099  ___________________________________________________________________
 QG0099* NAD 83(1986)-  45 31 05.     (N)    068 21 14.     (W)     SCALED    
 QG0099* NAVD 88     -        63.938  (meters)     209.77   (feet)  ADJUSTED  
 QG0099  ___________________________________________________________________
 QG0099  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 QG0099  DYNAMIC HT  -          63.939 (meters)     209.77  (feet)  COMP
 QG0099  MODELED GRAV-     980,630.9   (mgal)                       NAVD 88
 QG0099
 QG0099  VERT ORDER  -  FIRST     CLASS II
 QG0099
 QG0099.The horizontal coordinates were scaled from a topographic map and have
 QG0099.an estimated accuracy of +/- 6 seconds.
 QG0099
 QG0099.The orthometric height was determined by differential leveling
 QG0099.and adjusted by the National Geodetic Survey in June 1991..
 QG0099
 QG0099.The geoid height was determined by GEOID03.
 QG0099
 QG0099.The dynamic height is computed by dividing the NAVD 88
 QG0099.geopotential number by the normal gravity value computed on the
 QG0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0099.degrees latitude (g = 980.6199 gals.).
 QG0099
 QG0099.The modeled gravity was interpolated from observed gravity values.
 QG0099
 QG0099;                    North         East    Units  Estimated Accuracy
 QG0099;SPC ME E     -   205,720.      311,420.      MT  (+/- 180 meters Scaled)
 QG0099
 QG0099                          SUPERSEDED SURVEY CONTROL
 QG0099
 QG0099  NGVD 29 (??/??/??)   64.12   (m)          210.4    (f) RESET       3  
 QG0099
 QG0099.Superseded values are not recommended for survey control.
 QG0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0099.See file dsdata.txt to determine how the superseded data were derived.
 QG0099
 QG0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL504407(NAD 83)
 QG0099_MARKER: DB = BENCH MARK DISK
 QG0099_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QG0099_SP_SET: BRIDGE
 QG0099_STAMPING: G 60 RESET 1962
 QG0099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG0099
 QG0099  HISTORY     - Date     Condition        Report By
 QG0099  HISTORY     - 1962     MONUMENTED       MEHD
 QG0099  HISTORY     - 1978     GOOD             NGS
 QG0099  HISTORY     - 1978     GOOD             NGS
 QG0099  HISTORY     - 1978     GOOD             NGS
 QG0099  HISTORY     - 1991     GOOD             USPSQD
 QG0099
 QG0099                          STATION DESCRIPTION
 QG0099
 QG0099'DESCRIBED BY MAINE HIGHWAY DEPARTMENT (NOW MEDT) 1962
 QG0099'AT MATTAWAMKEAG.
 QG0099'AT MATTAWAMKEAG, ON U.S. HIGHWAY 2, AT THE CONCRETE BRIDGE OVER
 QG0099'MATTAWAMKEAG RIVER, 18 FEET NORTHWEST OF THE CENTERLINE OF THE
 QG0099'HIGHWAY, AND SET IN THE TOP OF THE SOUTHWEST WING WALL, WHICH
 QG0099'PROJECTS ABOUT 6 INCHES ABOVE THE HIGHWAY.
 QG0099
 QG0099                          STATION RECOVERY (1978)
 QG0099
 QG0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0099'RECOVERED IN GOOD CONDITION.
 QG0099
 QG0099                          STATION RECOVERY (1978)
 QG0099
 QG0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0099'RECOVERED IN GOOD CONDITION.
 QG0099
 QG0099                          STATION RECOVERY (1978)
 QG0099
 QG0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0099'RECOVERED IN GOOD CONDITION.
 QG0099
 QG0099                          STATION RECOVERY (1991)
 QG0099
 QG0099'RECOVERY NOTE BY US POWER SQUADRON 1991 (ELG)
 QG0099'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0034 ***********************************************************************
 QG0034  DESIGNATION -  G 61
 QG0034  PID         -  QG0034
 QG0034  STATE/COUNTY-  ME/AROOSTOOK
 QG0034  USGS QUAD   -  MONARDA (1989)
 QG0034
 QG0034                         *CURRENT SURVEY CONTROL
 QG0034  ___________________________________________________________________
 QG0034* NAD 83(1986)-  45 52 13.     (N)    068 19 47.     (W)     SCALED    
 QG0034* NAVD 88     -       216.393  (meters)     709.95   (feet)  ADJUSTED  
 QG0034  ___________________________________________________________________
 QG0034  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 QG0034  DYNAMIC HT  -         216.398 (meters)     709.97  (feet)  COMP
 QG0034  MODELED GRAV-     980,633.2   (mgal)                       NAVD 88
 QG0034
 QG0034  VERT ORDER  -  SECOND    CLASS 0
 QG0034
 QG0034.The horizontal coordinates were scaled from a topographic map and have
 QG0034.an estimated accuracy of +/- 6 seconds.
 QG0034
 QG0034.The orthometric height was determined by differential leveling
 QG0034.and adjusted by the National Geodetic Survey in June 1991..
 QG0034
 QG0034.The geoid height was determined by GEOID03.
 QG0034
 QG0034.The dynamic height is computed by dividing the NAVD 88
 QG0034.geopotential number by the normal gravity value computed on the
 QG0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0034.degrees latitude (g = 980.6199 gals.).
 QG0034
 QG0034.The modeled gravity was interpolated from observed gravity values.
 QG0034
 QG0034;                    North         East    Units  Estimated Accuracy
 QG0034;SPC ME E     -   244,870.      313,220.      MT  (+/- 180 meters Scaled)
 QG0034
 QG0034                          SUPERSEDED SURVEY CONTROL
 QG0034
 QG0034  NGVD 29 (??/??/92)  216.560  (m)          710.50   (f) ADJ UNCH    2 0
 QG0034
 QG0034.Superseded values are not recommended for survey control.
 QG0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0034.See file dsdata.txt to determine how the superseded data were derived.
 QG0034
 QG0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL520798(NAD 83)
 QG0034_MARKER: DB = BENCH MARK DISK
 QG0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0034_STAMPING: G 61 1935
 QG0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0034+STABILITY: SURFACE MOTION
 QG0034
 QG0034  HISTORY     - Date     Condition        Report By
 QG0034  HISTORY     - 1935     MONUMENTED       CGS
 QG0034  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QG0034
 QG0034                          STATION DESCRIPTION
 QG0034
 QG0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QG0034'4.5 MI S FROM GOLDEN RIDGE.
 QG0034'4.5 MILES SOUTH ALONG U.S. HIGHWAY 2 FROM THE PUBLIC SCHOOL AT
 QG0034'GOLDEN RIDGE, AROOSTOOK COUNTY, 65.5 FEET SOUTHWEST OF THE
 QG0034'SOUTHWEST CORNER OF WOODBRIDGE CORNER SCHOOL, AT THE JUNCTION OF
 QG0034'STATE HIGHWAY 158, 21 FEET NORTH OF THE EXTENDED CENTERLINE OF
 QG0034'STATE HIGHWAY 158, AND 30 FEET EAST OF THE CENTERLINE OF U.S.
 QG0034'HIGHWAY 2.  A STANDARD DISK, STAMPED G 61 1935 AND SET IN THE TOP
 QG0034'OF A CONCRETE POST FLUSH WITH THE GROUND.
 QG0034
 QG0034                          STATION RECOVERY (1985)
 QG0034
 QG0034'RECOVERY NOTE BY US POWER SQUADRON 1985 (RRP)
 QG0034'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0574 ***********************************************************************
 QG0574  DESIGNATION -  G 62
 QG0574  PID         -  QG0574
 QG0574  STATE/COUNTY-  ME/PENOBSCOT
 QG0574  USGS QUAD   -  EAST MILLINOCKET (1988)
 QG0574
 QG0574                         *CURRENT SURVEY CONTROL
 QG0574  ___________________________________________________________________
 QG0574* NAD 83(1986)-  45 38 40.     (N)    068 33 00.     (W)     SCALED    
 QG0574* NAVD 88     -        81.652  (meters)     267.89   (feet)  ADJUSTED  
 QG0574  ___________________________________________________________________
 QG0574  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 QG0574  DYNAMIC HT  -          81.654 (meters)     267.89  (feet)  COMP
 QG0574  MODELED GRAV-     980,632.5   (mgal)                       NAVD 88
 QG0574
 QG0574  VERT ORDER  -  SECOND    CLASS 0
 QG0574
 QG0574.The horizontal coordinates were scaled from a topographic map and have
 QG0574.an estimated accuracy of +/- 6 seconds.
 QG0574
 QG0574.The orthometric height was determined by differential leveling
 QG0574.and adjusted by the National Geodetic Survey in June 1991..
 QG0574
 QG0574.The geoid height was determined by GEOID03.
 QG0574
 QG0574.The dynamic height is computed by dividing the NAVD 88
 QG0574.geopotential number by the normal gravity value computed on the
 QG0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0574.degrees latitude (g = 980.6199 gals.).
 QG0574
 QG0574.The modeled gravity was interpolated from observed gravity values.
 QG0574
 QG0574;                    North         East    Units  Estimated Accuracy
 QG0574;SPC ME E     -   219,760.      296,100.      MT  (+/- 180 meters Scaled)
 QG0574
 QG0574                          SUPERSEDED SURVEY CONTROL
 QG0574
 QG0574  NGVD 29 (??/??/92)   81.84   (m)          268.5    (f) COMPUTED    2 0
 QG0574
 QG0574.Superseded values are not recommended for survey control.
 QG0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0574.See file dsdata.txt to determine how the superseded data were derived.
 QG0574
 QG0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL350546(NAD 83)
 QG0574_MARKER: DB = BENCH MARK DISK
 QG0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0574_STAMPING: G 62 1935
 QG0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0574+STABILITY: SURFACE MOTION
 QG0574
 QG0574  HISTORY     - Date     Condition        Report By
 QG0574  HISTORY     - 1935     MONUMENTED       CGS
 QG0574  HISTORY     - 1959     MARK NOT FOUND   NGS
 QG0574
 QG0574                          STATION DESCRIPTION
 QG0574
 QG0574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QG0574'2.7 MI NW FROM MEDWAY.
 QG0574'2.7 MILES NORTHWEST ALONG STATE HIGHWAY 11 FROM THE JUNCTION OF
 QG0574'STATE HIGHWAY 157 AT MEDWAY, PENOBSCOT COUNTY, 310 FEET NORTH
 QG0574'OF THE CENTERLINE OF AN 18-INCH CORRUGATED-IRON CULVERT, 50.5
 QG0574'FEET NORTHEAST OF A TELEPHONE POLE, AND 25 FEET EAST OF
 QG0574'THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED G
 QG0574'62 1935 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 QG0574'GROUND.  IT WAS ALSO SEARCHED FOR BUT NOT RECOVERED IN AUGUST
 QG0574'1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0401 ***********************************************************************
 QG0401  DESIGNATION -  G 63
 QG0401  PID         -  QG0401
 QG0401  STATE/COUNTY-  ME/PISCATAQUIS
 QG0401  USGS QUAD   -  SEBOEIS LAKE (1988)
 QG0401
 QG0401                         *CURRENT SURVEY CONTROL
 QG0401  ___________________________________________________________________
 QG0401* NAD 83(1986)-  45 25 03.     (N)    068 55 10.     (W)     SCALED    
 QG0401* NAVD 88     -       138.800  (meters)     455.38   (feet)  ADJUSTED  
 QG0401  ___________________________________________________________________
 QG0401  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 QG0401  DYNAMIC HT  -         138.800 (meters)     455.38  (feet)  COMP
 QG0401  MODELED GRAV-     980,609.1   (mgal)                       NAVD 88
 QG0401
 QG0401  VERT ORDER  -  SECOND    CLASS 0
 QG0401
 QG0401.The horizontal coordinates were scaled from a topographic map and have
 QG0401.an estimated accuracy of +/- 6 seconds.
 QG0401
 QG0401.The orthometric height was determined by differential leveling
 QG0401.and adjusted by the National Geodetic Survey in June 1991..
 QG0401
 QG0401.The geoid height was determined by GEOID03.
 QG0401
 QG0401.The dynamic height is computed by dividing the NAVD 88
 QG0401.geopotential number by the normal gravity value computed on the
 QG0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0401.degrees latitude (g = 980.6199 gals.).
 QG0401
 QG0401.The modeled gravity was interpolated from observed gravity values.
 QG0401
 QG0401;                    North         East    Units  Estimated Accuracy
 QG0401;SPC ME E     -   194,620.      267,170.      MT  (+/- 180 meters Scaled)
 QG0401
 QG0401                          SUPERSEDED SURVEY CONTROL
 QG0401
 QG0401  NGVD 29 (??/??/92)  138.974  (m)          455.95   (f) ADJ UNCH    2 0
 QG0401
 QG0401.Superseded values are not recommended for survey control.
 QG0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0401.See file dsdata.txt to determine how the superseded data were derived.
 QG0401
 QG0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL063293(NAD 83)
 QG0401_MARKER: DB = BENCH MARK DISK
 QG0401_SETTING: 80 = SET IN A BOULDER
 QG0401_SP_SET: BOULDER
 QG0401_STAMPING: G 63 1935
 QG0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0401+STABILITY: SURFACE MOTION
 QG0401
 QG0401  HISTORY     - Date     Condition        Report By
 QG0401  HISTORY     - 1935     MONUMENTED       CGS
 QG0401  HISTORY     - 1953     GOOD             NGS
 QG0401
 QG0401                          STATION DESCRIPTION
 QG0401
 QG0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 QG0401'4.5 MI S FROM PACKARDS.
 QG0401'4.5 MILES SOUTH ALONG BANGOR AND AROOSTOK RAILROAD FROM THE
 QG0401'JUNCTION OF TRACKS AT PACKARDS, ABOUT MIDWAY BETWEEN MILE POSTS
 QG0401'23 AND 24, ON THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING
 QG0401'NORTH AND SOUTHEAST, IN THE TOP OF A 2 1/2-FOOT HIGH 3 BY
 QG0401'4-FOOT BOULDER, 12 FEET WEST OF WEST RAIL AND ABOUT 1 FOOT
 QG0401'BELOW TOP OF RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0043 ***********************************************************************
 PD0043  DESIGNATION -  G 67
 PD0043  PID         -  PD0043
 PD0043  STATE/COUNTY-  ME/WASHINGTON
 PD0043  USGS QUAD   -  EASTPORT (1977)
 PD0043
 PD0043                         *CURRENT SURVEY CONTROL
 PD0043  ___________________________________________________________________
 PD0043* NAD 83(1986)-  44 57 18.     (N)    067 02 28.     (W)     SCALED    
 PD0043* NAVD 88     -         7.674  (meters)      25.18   (feet)  ADJUSTED  
 PD0043  ___________________________________________________________________
 PD0043  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 PD0043  DYNAMIC HT  -           7.674 (meters)      25.18  (feet)  COMP
 PD0043  MODELED GRAV-     980,616.9   (mgal)                       NAVD 88
 PD0043
 PD0043  VERT ORDER  -  SECOND    CLASS 0
 PD0043
 PD0043.The horizontal coordinates were scaled from a topographic map and have
 PD0043.an estimated accuracy of +/- 6 seconds.
 PD0043
 PD0043.The orthometric height was determined by differential leveling
 PD0043.and adjusted by the National Geodetic Survey in June 1991..
 PD0043
 PD0043.The geoid height was determined by GEOID03.
 PD0043
 PD0043.The dynamic height is computed by dividing the NAVD 88
 PD0043.geopotential number by the normal gravity value computed on the
 PD0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0043.degrees latitude (g = 980.6199 gals.).
 PD0043
 PD0043.The modeled gravity was interpolated from observed gravity values.
 PD0043
 PD0043;                    North         East    Units  Estimated Accuracy
 PD0043;SPC ME E     -   144,180.      415,110.      MT  (+/- 180 meters Scaled)
 PD0043
 PD0043                          SUPERSEDED SURVEY CONTROL
 PD0043
 PD0043  NGVD 29 (??/??/92)    7.866  (m)           25.81   (f) ADJ UNCH    2 0
 PD0043
 PD0043.Superseded values are not recommended for survey control.
 PD0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0043.See file dsdata.txt to determine how the superseded data were derived.
 PD0043
 PD0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK545798(NAD 83)
 PD0043_MARKER: DB = BENCH MARK DISK
 PD0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PD0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PD0043_STAMPING: G 67 1935
 PD0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0043+STABILITY: SURFACE MOTION
 PD0043
 PD0043  HISTORY     - Date     Condition        Report By
 PD0043  HISTORY     - 1935     MONUMENTED       CGS
 PD0043  HISTORY     - 1946     GOOD             NGS
 PD0043  HISTORY     - 1978     MARK NOT FOUND   NGS
 PD0043
 PD0043                          STATION DESCRIPTION
 PD0043
 PD0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PD0043'AT PLEASANT POINT.
 PD0043'AT PLEASANT POINT, WASHINGTON COUNTY, ON A DIRT ROAD, ABOUT
 PD0043'500 FEET WEST OF A CATHOLIC CHURCH, ABOUT 100 FEET SOUTHWEST
 PD0043'OF THE CENTER LINE OF THE STREET, AT A SHARP CURVE TO THE
 PD0043'NORTH, AND 52 FEET EAST OF A HOUSE.  A STANDARD DISK, STAMPED
 PD0043'G 67 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PD0043'ABOUT 1/2 FOOT ABOVE GROUND.
 PD0043
 PD0043                          STATION RECOVERY (1946)
 PD0043
 PD0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 PD0043'RECOVERED IN GOOD CONDITION.
 PD0043
 PD0043                          STATION RECOVERY (1978)
 PD0043
 PD0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PD0043'MARK SEARCHED FOR BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0348 ***********************************************************************
 PD0348  DESIGNATION -  G 69
 PD0348  PID         -  PD0348
 PD0348  STATE/COUNTY-  ME/WASHINGTON
 PD0348  USGS QUAD   -  CHERRYFIELD (1978)
 PD0348
 PD0348                         *CURRENT SURVEY CONTROL
 PD0348  ___________________________________________________________________
 PD0348* NAD 83(1986)-  44 31 53.     (N)    067 52 56.     (W)     SCALED    
 PD0348* NAVD 88     -         2.983  (meters)       9.79   (feet)  ADJUSTED  
 PD0348  ___________________________________________________________________
 PD0348  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 PD0348  DYNAMIC HT  -           2.983 (meters)       9.79  (feet)  COMP
 PD0348  MODELED GRAV-     980,583.5   (mgal)                       NAVD 88
 PD0348
 PD0348  VERT ORDER  -  SECOND    CLASS 0
 PD0348
 PD0348.The horizontal coordinates were scaled from a topographic map and have
 PD0348.an estimated accuracy of +/- 6 seconds.
 PD0348
 PD0348.The orthometric height was determined by differential leveling
 PD0348.and adjusted by the National Geodetic Survey in June 1991..
 PD0348.WARNING-Repeat measurements at this control monument indicate possible
 PD0348.vertical movement.
 PD0348
 PD0348.The geoid height was determined by GEOID03.
 PD0348
 PD0348.The dynamic height is computed by dividing the NAVD 88
 PD0348.geopotential number by the normal gravity value computed on the
 PD0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0348.degrees latitude (g = 980.6199 gals.).
 PD0348
 PD0348.The modeled gravity was interpolated from observed gravity values.
 PD0348
 PD0348;                    North         East    Units  Estimated Accuracy
 PD0348;SPC ME E     -    96,260.      349,100.      MT  (+/- 180 meters Scaled)
 PD0348
 PD0348                          SUPERSEDED SURVEY CONTROL
 PD0348
 PD0348  NGVD 29 (??/??/92)    3.185  (m)           10.45   (f) ADJ UNCH    2 0
 PD0348
 PD0348.Superseded values are not recommended for survey control.
 PD0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0348.See file dsdata.txt to determine how the superseded data were derived.
 PD0348
 PD0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK888315(NAD 83)
 PD0348_MARKER: DB = BENCH MARK DISK
 PD0348_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PD0348_SP_SET: BRIDGE
 PD0348_STAMPING: G 69 1935
 PD0348_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PD0348
 PD0348  HISTORY     - Date     Condition        Report By
 PD0348  HISTORY     - 1935     MONUMENTED       CGS
 PD0348  HISTORY     - 1962     POOR             NGS
 PD0348  HISTORY     - 1966     GOOD             NGS
 PD0348
 PD0348                          STATION DESCRIPTION
 PD0348
 PD0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PD0348'AT MILBRIDGE.
 PD0348'AT MILBRIDGE, 0.5 MILE SOUTH ALONG U.S. HIGHWAY 1 FROM THE POST
 PD0348'OFFICE, SET ON TOP OF THE NORTHWEST CONCRETE AND ROCK WINGWALL
 PD0348'OF A BRIDGE OVER A STREAM, 17.3 FEET NORTHWEST OF THE CENTER
 PD0348'LINE OF THE HIGHWAY AND 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 PD0348'NOTE-- THE CONCRETE PART OF THE WINGWALL APPEARS TO HAVE BEEN
 PD0348'SEPARATED FROM THE BRIDGE AND ROCK PART OF THE WINGWALL.
 PD0348'PROBABLY SHOULD BE USED WITH CAUTION.
 PD0348
 PD0348                          STATION RECOVERY (1966)
 PD0348
 PD0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 PD0348'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0192 ***********************************************************************
 PD0192  DESIGNATION -  G 75
 PD0192  PID         -  PD0192
 PD0192  STATE/COUNTY-  ME/WASHINGTON
 PD0192  USGS QUAD   -  LAKE CATHANCE (1987)
 PD0192
 PD0192                         *CURRENT SURVEY CONTROL
 PD0192  ___________________________________________________________________
 PD0192* NAD 83(1986)-  44 55 33.     (N)    067 25 14.     (W)     SCALED    
 PD0192* NAVD 88     -        69.778  (meters)     228.93   (feet)  ADJUSTED  
 PD0192  ___________________________________________________________________
 PD0192  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 PD0192  DYNAMIC HT  -          69.775 (meters)     228.92  (feet)  COMP
 PD0192  MODELED GRAV-     980,575.9   (mgal)                       NAVD 88
 PD0192
 PD0192  VERT ORDER  -  SECOND    CLASS 0
 PD0192
 PD0192.The horizontal coordinates were scaled from a topographic map and have
 PD0192.an estimated accuracy of +/- 6 seconds.
 PD0192
 PD0192.The orthometric height was determined by differential leveling
 PD0192.and adjusted by the National Geodetic Survey in June 1991..
 PD0192
 PD0192.The geoid height was determined by GEOID03.
 PD0192
 PD0192.The dynamic height is computed by dividing the NAVD 88
 PD0192.geopotential number by the normal gravity value computed on the
 PD0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0192.degrees latitude (g = 980.6199 gals.).
 PD0192
 PD0192.The modeled gravity was interpolated from observed gravity values.
 PD0192
 PD0192;                    North         East    Units  Estimated Accuracy
 PD0192;SPC ME E     -   140,470.      385,210.      MT  (+/- 180 meters Scaled)
 PD0192
 PD0192                          SUPERSEDED SURVEY CONTROL
 PD0192
 PD0192  NGVD 29 (??/??/92)   69.984  (m)          229.61   (f) ADJ UNCH    2 0
 PD0192
 PD0192.Superseded values are not recommended for survey control.
 PD0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0192.See file dsdata.txt to determine how the superseded data were derived.
 PD0192
 PD0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK246759(NAD 83)
 PD0192_MARKER: DB = BENCH MARK DISK
 PD0192_SETTING: 66 = SET IN ROCK OUTCROP
 PD0192_SP_SET: ROCK OUTCROP
 PD0192_STAMPING: G 75 1935
 PD0192_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0192+STABILITY: POSITION/ELEVATION WELL
 PD0192
 PD0192  HISTORY     - Date     Condition        Report By
 PD0192  HISTORY     - 1935     MONUMENTED       CGS
 PD0192
 PD0192                          STATION DESCRIPTION
 PD0192
 PD0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PD0192'5.4 MI S FROM COOPERS CORNER.
 PD0192'5.4 MILES SOUTH ALONG STATE HIGHWAY 191 FROM COOPERS CORNER,
 PD0192'WASHINGTON COUNTY, 250 YARDS SOUTH OF A SMALL BRIDGE OVER A
 PD0192'CREEK, 50 YARDS SOUTH OF THE EDGE OF A HILL SLOPING NORTH, 20
 PD0192'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND IN THE TOP
 PD0192'OF A ROCK OUTCROP.  A STANDARD DISK, STAMPED G 75 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0390 ***********************************************************************
 PD0390  DESIGNATION -  G 76
 PD0390  PID         -  PD0390
 PD0390  STATE/COUNTY-  ME/WASHINGTON
 PD0390  USGS QUAD   -  WESLEY (1990)
 PD0390
 PD0390                         *CURRENT SURVEY CONTROL
 PD0390  ___________________________________________________________________
 PD0390* NAD 83(1986)-  44 54 54.     (N)    067 38 47.     (W)     SCALED    
 PD0390* NAVD 88     -        90.855  (meters)     298.08   (feet)  ADJUSTED  
 PD0390  ___________________________________________________________________
 PD0390  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 PD0390  DYNAMIC HT  -          90.850 (meters)     298.06  (feet)  COMP
 PD0390  MODELED GRAV-     980,567.9   (mgal)                       NAVD 88
 PD0390
 PD0390  VERT ORDER  -  SECOND    CLASS 0
 PD0390
 PD0390.The horizontal coordinates were scaled from a topographic map and have
 PD0390.an estimated accuracy of +/- 6 seconds.
 PD0390
 PD0390.The orthometric height was determined by differential leveling
 PD0390.and adjusted by the National Geodetic Survey in June 1991..
 PD0390
 PD0390.The geoid height was determined by GEOID03.
 PD0390
 PD0390.The dynamic height is computed by dividing the NAVD 88
 PD0390.geopotential number by the normal gravity value computed on the
 PD0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0390.degrees latitude (g = 980.6199 gals.).
 PD0390
 PD0390.The modeled gravity was interpolated from observed gravity values.
 PD0390
 PD0390;                    North         East    Units  Estimated Accuracy
 PD0390;SPC ME E     -   139,050.      367,400.      MT  (+/- 180 meters Scaled)
 PD0390
 PD0390                          SUPERSEDED SURVEY CONTROL
 PD0390
 PD0390  NGVD 29 (??/??/92)   91.045  (m)          298.70   (f) ADJ UNCH    2 0
 PD0390
 PD0390.Superseded values are not recommended for survey control.
 PD0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0390.See file dsdata.txt to determine how the superseded data were derived.
 PD0390
 PD0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK068743(NAD 83)
 PD0390_MARKER: DB = BENCH MARK DISK
 PD0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PD0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PD0390_STAMPING: G 76 1935
 PD0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0390+STABILITY: SURFACE MOTION
 PD0390
 PD0390  HISTORY     - Date     Condition        Report By
 PD0390  HISTORY     - 1935     MONUMENTED       CGS
 PD0390  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 PD0390
 PD0390                          STATION DESCRIPTION
 PD0390
 PD0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PD0390'2.7 MI S FROM WESLEY.
 PD0390'2.7 MILES SOUTH ALONG STATE HIGHWAY 192 FROM THE JUNCTION OF
 PD0390'STATE HIGHWAY 9 AT WESLEY, WASHINGTON COUNTY, 36 FEET NORTH OF A
 PD0390'12-INCH PIPE CULVERT UNDER THE HIGHWAY, 31 FEET EAST OF THE
 PD0390'CENTER LINE OF THE HIGHWAY, AT THE NORTHWEST CORNER OF A
 PD0390'FARMHOUSE (BELONGING IN 1935 TO FRANK GRAY), AND 5 FEET NORTH OF
 PD0390'A FENCE CORNER.  A STANDARD DISK, STAMPED G 76 1935 AND SET IN
 PD0390'THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
 PD0390
 PD0390                          STATION RECOVERY (1986)
 PD0390
 PD0390'RECOVERY NOTE BY US POWER SQUADRON 1986 (LEP)
 PD0390'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0144 ***********************************************************************
 PE0144  DESIGNATION -  G 77
 PE0144  PID         -  PE0144
 PE0144  STATE/COUNTY-  ME/HANCOCK
 PE0144  USGS QUAD   -  BEECH HILL POND (1981)
 PE0144
 PE0144                         *CURRENT SURVEY CONTROL
 PE0144  ___________________________________________________________________
 PE0144* NAD 83(1986)-  44 40 49.     (N)    068 25 23.     (W)     SCALED    
 PE0144* NAVD 88     -        65.268  (meters)     214.13   (feet)  ADJUSTED  
 PE0144  ___________________________________________________________________
 PE0144  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 PE0144  DYNAMIC HT  -          65.264 (meters)     214.12  (feet)  COMP
 PE0144  MODELED GRAV-     980,560.0   (mgal)                       NAVD 88
 PE0144
 PE0144  VERT ORDER  -  SECOND    CLASS 0
 PE0144
 PE0144.The horizontal coordinates were scaled from a topographic map and have
 PE0144.an estimated accuracy of +/- 6 seconds.
 PE0144
 PE0144.The orthometric height was determined by differential leveling
 PE0144.and adjusted by the National Geodetic Survey in June 1991..
 PE0144
 PE0144.The geoid height was determined by GEOID03.
 PE0144
 PE0144.The dynamic height is computed by dividing the NAVD 88
 PE0144.geopotential number by the normal gravity value computed on the
 PE0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0144.degrees latitude (g = 980.6199 gals.).
 PE0144
 PE0144.The modeled gravity was interpolated from observed gravity values.
 PE0144
 PE0144;                    North         East    Units  Estimated Accuracy
 PE0144;SPC ME E     -   112,620.      306,100.      MT  (+/- 180 meters Scaled)
 PE0144
 PE0144                          SUPERSEDED SURVEY CONTROL
 PE0144
 PE0144  NGVD 29 (??/??/92)   65.459  (m)          214.76   (f) ADJ UNCH    2 0
 PE0144
 PE0144.Superseded values are not recommended for survey control.
 PE0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0144.See file dsdata.txt to determine how the superseded data were derived.
 PE0144
 PE0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK457475(NAD 83)
 PE0144_MARKER: DB = BENCH MARK DISK
 PE0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0144_STAMPING: G 77 1935
 PE0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0144+STABILITY: SURFACE MOTION
 PE0144
 PE0144  HISTORY     - Date     Condition        Report By
 PE0144  HISTORY     - 1935     MONUMENTED       CGS
 PE0144  HISTORY     - 1953     GOOD             NGS
 PE0144
 PE0144                          STATION DESCRIPTION
 PE0144
 PE0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 PE0144'2.8 MI SE FROM OTIS.
 PE0144'2.85 MILES SOUTHEAST ALONG STATE HIGHWAY 180 FROM THE CROSSROADS
 PE0144'AT OTIS, ON THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING SOUTH
 PE0144'AND NORTHWEST, ABOUT 152 YARDS NORTH OF THE JUNCTION OF STATE
 PE0144'HIGHWAY 181, 37 FEET EAST OF CENTER LINE OF HIGHWAY, 68 FEET
 PE0144'EAST-NORTHEAST AND ACROSS HIGHWAY FROM A 40-INCH PINE TREE, 32
 PE0144'FEET SOUTH-SOUTHWEST OF A TRIANGULAR BLAZED 36-INCH MAPLE TREE,
 PE0144'38 FEET SOUTHEAST OF CENTER OF A POLE GATE IN A FENCE LINE, 18
 PE0144'FEET EAST OF FENCE LINE, ABOUT 2 FEET BELOW LEVEL OF HIGHWAY AND
 PE0144'SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0215 ***********************************************************************
 QG0215  DESIGNATION -  G 78
 QG0215  PID         -  QG0215
 QG0215  STATE/COUNTY-  ME/PENOBSCOT
 QG0215  USGS QUAD   -  SPRINGFIELD (1988)
 QG0215
 QG0215                         *CURRENT SURVEY CONTROL
 QG0215  ___________________________________________________________________
 QG0215* NAD 83(1986)-  45 23 44.     (N)    068 08 15.     (W)     SCALED    
 QG0215* NAVD 88     -       160.838  (meters)     527.68   (feet)  ADJUSTED  
 QG0215  ___________________________________________________________________
 QG0215  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 QG0215  DYNAMIC HT  -         160.838 (meters)     527.68  (feet)  COMP
 QG0215  MODELED GRAV-     980,613.3   (mgal)                       NAVD 88
 QG0215
 QG0215  VERT ORDER  -  SECOND    CLASS 0
 QG0215
 QG0215.The horizontal coordinates were scaled from a topographic map and have
 QG0215.an estimated accuracy of +/- 6 seconds.
 QG0215
 QG0215.The orthometric height was determined by differential leveling
 QG0215.and adjusted by the National Geodetic Survey in June 1991..
 QG0215
 QG0215.The geoid height was determined by GEOID03.
 QG0215
 QG0215.The dynamic height is computed by dividing the NAVD 88
 QG0215.geopotential number by the normal gravity value computed on the
 QG0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0215.degrees latitude (g = 980.6199 gals.).
 QG0215
 QG0215.The modeled gravity was interpolated from observed gravity values.
 QG0215
 QG0215;                    North         East    Units  Estimated Accuracy
 QG0215;SPC ME E     -   192,160.      328,380.      MT  (+/- 180 meters Scaled)
 QG0215
 QG0215                          SUPERSEDED SURVEY CONTROL
 QG0215
 QG0215  NGVD 29 (??/??/92)  161.038  (m)          528.34   (f) ADJ UNCH    2 0
 QG0215
 QG0215.Superseded values are not recommended for survey control.
 QG0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0215.See file dsdata.txt to determine how the superseded data were derived.
 QG0215
 QG0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL675272(NAD 83)
 QG0215_MARKER: DB = BENCH MARK DISK
 QG0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0215_STAMPING: G 78 1935
 QG0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0215+STABILITY: SURFACE MOTION
 QG0215
 QG0215  HISTORY     - Date     Condition        Report By
 QG0215  HISTORY     - 1935     MONUMENTED       CGS
 QG0215  HISTORY     - 1942     GOOD             NGS
 QG0215
 QG0215                          STATION DESCRIPTION
 QG0215
 QG0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QG0215'AT SPRINGFIELD.
 QG0215'AT SPRINGFIELD, PENOBSCOT COUNTY, ON STATE HIGHWAY 16, 0.2 MILE
 QG0215'WEST OF THE POST OFFICE, AT THE CONGREGATIONAL CHURCH, 66 FEET
 QG0215'SOUTHWEST OF THE SOUTHWEST CORNER, AT THE SOUTHWEST CORNER OF
 QG0215'THE CHURCHYARD, 40 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 QG0215'16 FEET NORTH OF A FENCE CORNER, 1 FOOT EAST OF THE FENCE LINE,
 QG0215'3 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE
 QG0215'HIGHWAY.  A STANDARD DISK, STAMPED G 78 1935 AND SET IN THE TOP
 QG0215'OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE GROUND.
 QG0215
 QG0215                          STATION RECOVERY (1942)
 QG0215
 QG0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 QG0215'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0011 ***********************************************************************
 PE0011  DESIGNATION -  G 8
 PE0011  PID         -  PE0011
 PE0011  STATE/COUNTY-  ME/HANCOCK
 PE0011  USGS QUAD   -  ELLSWORTH (1981)
 PE0011
 PE0011                         *CURRENT SURVEY CONTROL
 PE0011  ___________________________________________________________________
 PE0011* NAD 83(1986)-  44 35 00.     (N)    068 27 43.     (W)     SCALED    
 PE0011* NAVD 88     -        51.245  (meters)     168.13   (feet)  ADJUSTED  
 PE0011  ___________________________________________________________________
 PE0011  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 PE0011  DYNAMIC HT  -          51.241 (meters)     168.11  (feet)  COMP
 PE0011  MODELED GRAV-     980,549.7   (mgal)                       NAVD 88
 PE0011  OBS GRAVITY -     980,550.0   (mgal)                       GRAV_OBS
 PE0011
 PE0011  VERT ORDER  -  FIRST     CLASS I
 PE0011
 PE0011.The horizontal coordinates were scaled from a topographic map and have
 PE0011.an estimated accuracy of +/- 6 seconds.
 PE0011
 PE0011.The orthometric height was determined by differential leveling
 PE0011.and adjusted by the National Geodetic Survey in June 1991..
 PE0011
 PE0011.The geoid height was determined by GEOID03.
 PE0011
 PE0011.The dynamic height is computed by dividing the NAVD 88
 PE0011.geopotential number by the normal gravity value computed on the
 PE0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0011.degrees latitude (g = 980.6199 gals.).
 PE0011
 PE0011.The modeled gravity was interpolated from observed gravity values.
 PE0011.The observed gravity was obtained from relative gravimeter ties
 PE0011.to the IGSN71 gravity network.
 PE0011
 PE0011;                    North         East    Units  Estimated Accuracy
 PE0011;SPC ME E     -   101,850.      303,020.      MT  (+/- 180 meters Scaled)
 PE0011
 PE0011                          SUPERSEDED SURVEY CONTROL
 PE0011
 PE0011  NGVD 29 (??/??/92)   51.431  (m)          168.74   (f) ADJ UNCH    1 1
 PE0011
 PE0011.Superseded values are not recommended for survey control.
 PE0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0011.See file dsdata.txt to determine how the superseded data were derived.
 PE0011
 PE0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK427368(NAD 83)
 PE0011_MARKER: DB = BENCH MARK DISK
 PE0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0011_STAMPING: G 8 1927 168.438
 PE0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0011+STABILITY: SURFACE MOTION
 PE0011
 PE0011  HISTORY     - Date     Condition        Report By
 PE0011  HISTORY     - 1927     MONUMENTED       CGS
 PE0011  HISTORY     - 1966     GOOD             NGS
 PE0011  HISTORY     - 1978     GOOD             DMA
 PE0011
 PE0011                          STATION DESCRIPTION
 PE0011
 PE0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0011'1.9 MI NW FROM ELLSWORTH FALLS.
 PE0011'ABOUT 1.9 MILES NORTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM
 PE0011'THE CROSSING OF STATE HIGHWAY 179 AT ELLSWORTH FALLS, ABOUT 0.4
 PE0011'MILE SOUTHEAST OF MILEPOST P162/C108, NEAR THE NORTHEAST CORNER
 PE0011'OF A LARGE CLEARING, 33 FEET WEST OF THE CENTER OF A PRIVATE ROAD
 PE0011'CROSSING, 27.0 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 15 FEET
 PE0011'NORTHWEST OF THE CENTER LINE OF THE ROAD, ABOUT 1 1/2 FEET BELOW
 PE0011'THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 PE0011'PROJECTING 0.4 FOOT.
 PE0011
 PE0011                          STATION RECOVERY (1978)
 PE0011
 PE0011'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PE0011'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0550 ***********************************************************************
 QG0550  DESIGNATION -  G 80
 QG0550  PID         -  QG0550
 QG0550  STATE/COUNTY-  ME/PISCATAQUIS
 QG0550  USGS QUAD   -  NORCROSS (1988)
 QG0550
 QG0550                         *CURRENT SURVEY CONTROL
 QG0550  ___________________________________________________________________
 QG0550* NAD 83(1986)-  45 42 22.     (N)    068 48 58.     (W)     SCALED    
 QG0550* NAVD 88     -       189.503  (meters)     621.73   (feet)  ADJUSTED  
 QG0550  ___________________________________________________________________
 QG0550  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 QG0550  DYNAMIC HT  -         189.507 (meters)     621.74  (feet)  COMP
 QG0550  MODELED GRAV-     980,632.0   (mgal)                       NAVD 88
 QG0550
 QG0550  VERT ORDER  -  SECOND    CLASS 0
 QG0550
 QG0550.The horizontal coordinates were scaled from a topographic map and have
 QG0550.an estimated accuracy of +/- 6 seconds.
 QG0550
 QG0550.The orthometric height was determined by differential leveling
 QG0550.and adjusted by the National Geodetic Survey in June 1991..
 QG0550
 QG0550.The geoid height was determined by GEOID03.
 QG0550
 QG0550.The dynamic height is computed by dividing the NAVD 88
 QG0550.geopotential number by the normal gravity value computed on the
 QG0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0550.degrees latitude (g = 980.6199 gals.).
 QG0550
 QG0550.The modeled gravity was interpolated from observed gravity values.
 QG0550
 QG0550;                    North         East    Units  Estimated Accuracy
 QG0550;SPC ME E     -   226,660.      275,390.      MT  (+/- 180 meters Scaled)
 QG0550
 QG0550                          SUPERSEDED SURVEY CONTROL
 QG0550
 QG0550  NGVD 29 (??/??/92)  189.669  (m)          622.27   (f) ADJ UNCH    2 0
 QG0550
 QG0550.Superseded values are not recommended for survey control.
 QG0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0550.See file dsdata.txt to determine how the superseded data were derived.
 QG0550
 QG0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL143614(NAD 83)
 QG0550_MARKER: DB = BENCH MARK DISK
 QG0550_SETTING: 80 = SET IN A BOULDER
 QG0550_SP_SET: BOULDER
 QG0550_STAMPING: G 80 1942
 QG0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0550+STABILITY: SURFACE MOTION
 QG0550
 QG0550  HISTORY     - Date     Condition        Report By
 QG0550  HISTORY     - 1942     MONUMENTED       CGS
 QG0550
 QG0550                          STATION DESCRIPTION
 QG0550
 QG0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0550'6.1 MI NW FROM MILLINOCKET.
 QG0550'6.1 MILES NORTHWEST ALONG THE BAXTER STATE PARK ROAD FROM THE
 QG0550'BANGOR AND AROOSTOOK RAILROAD STATION AT MILLINOCKET, PENOBSCOT
 QG0550'COUNTY, 30 FEET EAST OF THE CENTER LINE OF THE ROAD, 13.6 FEET
 QG0550'SOUTHEAST OF A BRACED POLE, AT THE NORTH END OF A SMALL CURVE,
 QG0550'IN THE TOP OF A 4-FOOT GRANITE BOULDER, AND ABOUT 3 FEET HIGHER
 QG0550'THAN THE ROAD.  A STANDARD DISK, STAMPED G 80 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0679 ***********************************************************************
 QG0679  DESIGNATION -  G 81
 QG0679  PID         -  QG0679
 QG0679  STATE/COUNTY-  ME/PISCATAQUIS
 QG0679  USGS QUAD   -  DOUBLETOP MTN (1988)
 QG0679
 QG0679                         *CURRENT SURVEY CONTROL
 QG0679  ___________________________________________________________________
 QG0679* NAD 83(1986)-  45 55 56.     (N)    069 02 33.     (W)     SCALED    
 QG0679* NAVD 88     -       358.850  (meters)    1177.33   (feet)  ADJUSTED  
 QG0679  ___________________________________________________________________
 QG0679  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 QG0679  DYNAMIC HT  -         358.848 (meters)    1177.32  (feet)  COMP
 QG0679  MODELED GRAV-     980,600.9   (mgal)                       NAVD 88
 QG0679
 QG0679  VERT ORDER  -  SECOND    CLASS 0
 QG0679
 QG0679.The horizontal coordinates were scaled from a topographic map and have
 QG0679.an estimated accuracy of +/- 6 seconds.
 QG0679
 QG0679.The orthometric height was determined by differential leveling
 QG0679.and adjusted by the National Geodetic Survey in June 1991..
 QG0679
 QG0679.The geoid height was determined by GEOID03.
 QG0679
 QG0679.The dynamic height is computed by dividing the NAVD 88
 QG0679.geopotential number by the normal gravity value computed on the
 QG0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0679.degrees latitude (g = 980.6199 gals.).
 QG0679
 QG0679.The modeled gravity was interpolated from observed gravity values.
 QG0679
 QG0679;                    North         East    Units  Estimated Accuracy
 QG0679;SPC ME E     -   251,880.      257,930.      MT  (+/- 180 meters Scaled)
 QG0679
 QG0679                          SUPERSEDED SURVEY CONTROL
 QG0679
 QG0679  NGVD 29 (??/??/92)  359.002  (m)         1177.83   (f) ADJ UNCH    2 0
 QG0679
 QG0679.Superseded values are not recommended for survey control.
 QG0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0679.See file dsdata.txt to determine how the superseded data were derived.
 QG0679
 QG0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL967865(NAD 83)
 QG0679_MARKER: DB = BENCH MARK DISK
 QG0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0679_STAMPING: G 81 1942
 QG0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0679+STABILITY: SURFACE MOTION
 QG0679
 QG0679  HISTORY     - Date     Condition        Report By
 QG0679  HISTORY     - 1942     MONUMENTED       CGS
 QG0679  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 QG0679
 QG0679                          STATION DESCRIPTION
 QG0679
 QG0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0679'29.2 MI NW FROM MILLINOCKET.
 QG0679'IN PISCATAQUIS COUNTY, 29.2 MILES NORTHWEST ALONG THE BAXTER
 QG0679'STATE PARK ROAD FROM THE BANGOR AND AROOSTOOK RAILROAD STATION AT
 QG0679'MILLINOCKET, PENOBSCOT COUNTY, 5.0 MILES NORTHWEST OF THE KATAHDIN
 QG0679'STREAM RANGER STATION, AT A SHARP CURVE IN THE ROAD, AT THE FOOT
 QG0679'OF A GRADE, 21 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 9
 QG0679'FEET NORTHWEST OF A SHARP-POINTED BOULDER, 3 FEET SOUTH OF A WHITE
 QG0679'WOODEN WITNESS POST, ON THE NORTHWEST SIDE OF A TURNOUT, AND LEVEL
 QG0679'WITH THE ROAD.  A STANDARD DISK, STAMPED G 81 1942 AND SET IN
 QG0679'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 QG0679
 QG0679                          STATION RECOVERY (1984)
 QG0679
 QG0679'RECOVERY NOTE BY US POWER SQUADRON 1984 (RPS)
 QG0679'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0519 ***********************************************************************
 QG0519  DESIGNATION -  G 82
 QG0519  PID         -  QG0519
 QG0519  STATE/COUNTY-  ME/PENOBSCOT
 QG0519  USGS QUAD   -  MILLINOCKET (1988)
 QG0519
 QG0519                         *CURRENT SURVEY CONTROL
 QG0519  ___________________________________________________________________
 QG0519* NAD 83(1986)-  45 40 32.     (N)    068 40 45.     (W)     SCALED    
 QG0519* NAVD 88     -       128.314  (meters)     420.98   (feet)  ADJUSTED  
 QG0519  ___________________________________________________________________
 QG0519  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 QG0519  DYNAMIC HT  -         128.317 (meters)     420.99  (feet)  COMP
 QG0519  MODELED GRAV-     980,637.5   (mgal)                       NAVD 88
 QG0519
 QG0519  VERT ORDER  -  SECOND    CLASS 0
 QG0519
 QG0519.The horizontal coordinates were scaled from a topographic map and have
 QG0519.an estimated accuracy of +/- 6 seconds.
 QG0519
 QG0519.The orthometric height was determined by differential leveling
 QG0519.and adjusted by the National Geodetic Survey in June 1991..
 QG0519
 QG0519.The geoid height was determined by GEOID03.
 QG0519
 QG0519.The dynamic height is computed by dividing the NAVD 88
 QG0519.geopotential number by the normal gravity value computed on the
 QG0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0519.degrees latitude (g = 980.6199 gals.).
 QG0519
 QG0519.The modeled gravity was interpolated from observed gravity values.
 QG0519
 QG0519;                    North         East    Units  Estimated Accuracy
 QG0519;SPC ME E     -   223,230.      286,040.      MT  (+/- 180 meters Scaled)
 QG0519
 QG0519                          SUPERSEDED SURVEY CONTROL
 QG0519
 QG0519  NGVD 29 (??/??/92)  128.482  (m)          421.53   (f) ADJ UNCH    2 0
 QG0519
 QG0519.Superseded values are not recommended for survey control.
 QG0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0519.See file dsdata.txt to determine how the superseded data were derived.
 QG0519
 QG0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL249580(NAD 83)
 QG0519_MARKER: DB = BENCH MARK DISK
 QG0519_SETTING: 80 = SET IN A BOULDER
 QG0519_SP_SET: BOULDER
 QG0519_STAMPING: G 82 1942
 QG0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0519+STABILITY: SURFACE MOTION
 QG0519
 QG0519  HISTORY     - Date     Condition        Report By
 QG0519  HISTORY     - 1942     MONUMENTED       CGS
 QG0519  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QG0519
 QG0519                          STATION DESCRIPTION
 QG0519
 QG0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0519'2 MI SE FROM MILLINOCKET.
 QG0519'2.0 MILES SOUTHEAST ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 QG0519'THE STATION AT MILLINOCKET, PENOBSCOT COUNTY, 5-1/2 RAILS WEST
 QG0519'OF A SEMAPHORE, 50 FEET NORTHWEST OF A YARD-LIMIT SIGN, NEAR THE
 QG0519'WEST END OF A SMALL CUT, 16 FEET NORTH OF THE CENTER LINE OF THE
 QG0519'NORTH TRACK, IN THE TOP OF A BLACK BOULDER ABOUT 5 FEET IN
 QG0519'DIAMETER AND PROJECTING 2 FEET ABOVE THE GROUND, AND ABOUT 2
 QG0519'FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED G 82 1942.
 QG0519
 QG0519                          STATION RECOVERY (1985)
 QG0519
 QG0519'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLM)
 QG0519'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0345 ***********************************************************************
 QG0345  DESIGNATION -  G 83
 QG0345  PID         -  QG0345
 QG0345  STATE/COUNTY-  ME/PENOBSCOT
 QG0345  USGS QUAD   -  LAGRANGE (1983)
 QG0345
 QG0345                         *CURRENT SURVEY CONTROL
 QG0345  ___________________________________________________________________
 QG0345* NAD 83(1986)-  45 08 28.     (N)    068 50 07.     (W)     SCALED    
 QG0345* NAVD 88     -        60.438  (meters)     198.29   (feet)  ADJUSTED  
 QG0345  ___________________________________________________________________
 QG0345  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 QG0345  DYNAMIC HT  -          60.437 (meters)     198.28  (feet)  COMP
 QG0345  MODELED GRAV-     980,606.6   (mgal)                       NAVD 88
 QG0345
 QG0345  VERT ORDER  -  FIRST     CLASS II
 QG0345
 QG0345.The horizontal coordinates were scaled from a topographic map and have
 QG0345.an estimated accuracy of +/- 6 seconds.
 QG0345
 QG0345.The orthometric height was determined by differential leveling
 QG0345.and adjusted by the National Geodetic Survey in June 1991..
 QG0345.WARNING-Repeat measurements at this control monument indicate possible
 QG0345.vertical movement.
 QG0345
 QG0345.The geoid height was determined by GEOID03.
 QG0345
 QG0345.The dynamic height is computed by dividing the NAVD 88
 QG0345.geopotential number by the normal gravity value computed on the
 QG0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0345.degrees latitude (g = 980.6199 gals.).
 QG0345
 QG0345.The modeled gravity was interpolated from observed gravity values.
 QG0345
 QG0345;                    North         East    Units  Estimated Accuracy
 QG0345;SPC ME E     -   163,880.      273,630.      MT  (+/- 180 meters Scaled)
 QG0345
 QG0345                          SUPERSEDED SURVEY CONTROL
 QG0345
 QG0345  NGVD 29 (??/??/92)   60.611  (m)          198.85   (f) ADJ UNCH    1 2
 QG0345
 QG0345.Superseded values are not recommended for survey control.
 QG0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0345.See file dsdata.txt to determine how the superseded data were derived.
 QG0345
 QG0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK129986(NAD 83)
 QG0345_MARKER: DB = BENCH MARK DISK
 QG0345_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QG0345_SP_SET: CULVERT
 QG0345_STAMPING: G 83 1942
 QG0345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG0345
 QG0345  HISTORY     - Date     Condition        Report By
 QG0345  HISTORY     - 1942     MONUMENTED       CGS
 QG0345  HISTORY     - 1953     GOOD             NGS
 QG0345
 QG0345                          STATION DESCRIPTION
 QG0345
 QG0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 QG0345'1.6 MI SE FROM LAGRANGE.
 QG0345'1.6 MILES SOUTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM THE
 QG0345'STATION AT LAGRANGE, ABOUT 1.9 MILES NORTHWEST OF THE STATION AT
 QG0345'SOUTH LAGRANGE, IN THE TOP OF NORTH END OF EAST HEAD WALL OF A
 QG0345'3-FOOT CONCRETE AND STONE CULVERT, 7 FEET EAST OF EAST RAIL,
 QG0345'66 FEET SOUTHEAST AND ACROSS TRACK FROM MILE POST 56, 1/2 FOOT
 QG0345'SOUTH OF NORTH END OF HEAD WALL AND ABOUT 1 FOOT BELOW LEVEL OF
 QG0345'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0366 ***********************************************************************
 QG0366  DESIGNATION -  G 84
 QG0366  PID         -  QG0366
 QG0366  STATE/COUNTY-  ME/PENOBSCOT
 QG0366  USGS QUAD   -  GREENBUSH (1988)
 QG0366
 QG0366                         *CURRENT SURVEY CONTROL
 QG0366  ___________________________________________________________________
 QG0366* NAD 83(1986)-  45 01 44.     (N)    068 43 36.     (W)     SCALED    
 QG0366* NAVD 88     -        51.886  (meters)     170.23   (feet)  ADJUSTED  
 QG0366  ___________________________________________________________________
 QG0366  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 QG0366  DYNAMIC HT  -          51.885 (meters)     170.23  (feet)  COMP
 QG0366  MODELED GRAV-     980,605.6   (mgal)                       NAVD 88
 QG0366
 QG0366  VERT ORDER  -  SECOND    CLASS 0
 QG0366
 QG0366.The horizontal coordinates were scaled from a topographic map and have
 QG0366.an estimated accuracy of +/- 6 seconds.
 QG0366
 QG0366.The orthometric height was determined by differential leveling
 QG0366.and adjusted by the National Geodetic Survey in June 1991..
 QG0366
 QG0366.The geoid height was determined by GEOID03.
 QG0366
 QG0366.The dynamic height is computed by dividing the NAVD 88
 QG0366.geopotential number by the normal gravity value computed on the
 QG0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0366.degrees latitude (g = 980.6199 gals.).
 QG0366
 QG0366.The modeled gravity was interpolated from observed gravity values.
 QG0366
 QG0366;                    North         East    Units  Estimated Accuracy
 QG0366;SPC ME E     -   151,380.      282,140.      MT  (+/- 180 meters Scaled)
 QG0366
 QG0366                          SUPERSEDED SURVEY CONTROL
 QG0366
 QG0366  NGVD 29 (??/??/92)   52.076  (m)          170.85   (f) ADJ UNCH    2 0
 QG0366
 QG0366.Superseded values are not recommended for survey control.
 QG0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0366.See file dsdata.txt to determine how the superseded data were derived.
 QG0366
 QG0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK215861(NAD 83)
 QG0366_MARKER: DB = BENCH MARK DISK
 QG0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0366_STAMPING: G 84 1942
 QG0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0366+STABILITY: SURFACE MOTION
 QG0366
 QG0366  HISTORY     - Date     Condition        Report By
 QG0366  HISTORY     - 1942     MONUMENTED       CGS
 QG0366
 QG0366                          STATION DESCRIPTION
 QG0366
 QG0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0366'7.6 MI SE FROM SOUTH LAGRANGE.
 QG0366'7.6 MILES SOUTHEAST ALONG STATE HIGHWAY 155 FROM THE BANGOR AND
 QG0366'AROOSTOOK RAILROAD STATION AT SOUTH LAGRANGE, PENOBSCOT COUNTY,
 QG0366'ABOUT 0.3 MILE SOUTHEAST OF THE ALTON CEMETERY, ABOUT 220 FEET
 QG0366'SOUTH OF A FARMHOUSE WEST OF THE HIGHWAY, 24 FEET WEST OF THE
 QG0366'CENTER LINE OF THE HIGHWAY, 6 FEET WEST OF A POWER-TRANSMISSION
 QG0366'LINE POLE WITH A GUY WIRE AND A TRANSFORMER, 3 FEET SOUTH OF A
 QG0366'WHITE WOODEN WITNESS POST, AND ABOUT 1-1/2 FEET LOWER THAN THE
 QG0366'HIGHWAY.  A STANDARD DISK, STAMPED G 84 1942 AND SET IN THE TOP
 QG0366'OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0955 ***********************************************************************
 QG0955  DESIGNATION -  G 85
 QG0955  PID         -  QG0955
 QG0955  STATE/COUNTY-  ME/PISCATAQUIS
 QG0955  USGS QUAD   -  LILY BAY (1989)
 QG0955
 QG0955                         *CURRENT SURVEY CONTROL
 QG0955  ___________________________________________________________________
 QG0955* NAD 83(1986)-  45 32 38.     (N)    069 32 44.     (W)     SCALED    
 QG0955* NAVD 88     -       328.188  (meters)    1076.73   (feet)  ADJUSTED  
 QG0955  ___________________________________________________________________
 QG0955  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 QG0955  DYNAMIC HT  -         328.184 (meters)    1076.72  (feet)  COMP
 QG0955  MODELED GRAV-     980,593.1   (mgal)                       NAVD 88
 QG0955
 QG0955  VERT ORDER  -  SECOND    CLASS 0
 QG0955
 QG0955.The horizontal coordinates were scaled from a topographic map and have
 QG0955.an estimated accuracy of +/- 6 seconds.
 QG0955
 QG0955.The orthometric height was determined by differential leveling
 QG0955.and adjusted by the National Geodetic Survey in June 1991..
 QG0955
 QG0955.The geoid height was determined by GEOID03.
 QG0955
 QG0955.The dynamic height is computed by dividing the NAVD 88
 QG0955.geopotential number by the normal gravity value computed on the
 QG0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0955.degrees latitude (g = 980.6199 gals.).
 QG0955
 QG0955.The modeled gravity was interpolated from observed gravity values.
 QG0955
 QG0955;                    North         East    Units  Estimated Accuracy
 QG0955;SPC ME E     -   209,120.      218,350.      MT  (+/- 180 meters Scaled)
 QG0955
 QG0955                          SUPERSEDED SURVEY CONTROL
 QG0955
 QG0955  NGVD 29 (??/??/92)  328.357  (m)         1077.28   (f) ADJ UNCH    2 0
 QG0955
 QG0955.Superseded values are not recommended for survey control.
 QG0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0955.See file dsdata.txt to determine how the superseded data were derived.
 QG0955
 QG0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL574435(NAD 83)
 QG0955_MARKER: DB = BENCH MARK DISK
 QG0955_SETTING: 80 = SET IN A BOULDER
 QG0955_SP_SET: BOULDER
 QG0955_STAMPING: G 85 1942
 QG0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0955+STABILITY: SURFACE MOTION
 QG0955
 QG0955  HISTORY     - Date     Condition        Report By
 QG0955  HISTORY     - 1942     MONUMENTED       CGS
 QG0955
 QG0955                          STATION DESCRIPTION
 QG0955
 QG0955'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0955'6.2 MI N FROM GREENVILLE.
 QG0955'6.2 MILES NORTH ALONG A COUNTY ROAD FROM THE TOWNHALL AT
 QG0955'GREENVILLE, PISCATAQUIS COUNTY, 0.1 MILE NORTH OF THE ENTRANCE
 QG0955'TO THE ELLIS CAMPING GROUNDS, 75 FEET SOUTHWEST ACROSS THE
 QG0955'ROAD FROM POLE 254, 21 FEET WEST OF THE CENTER LINE OF THE ROAD,
 QG0955'IN THE EAST END OF A 4- BY 6-FOOT GRANITE BOULDER PROJECTING
 QG0955'1 FOOT ABOVE THE GROUND, AND ABOUT 4 FEET HIGHER THAN THE ROAD.
 QG0955'A STANDARD DISK, STAMPED G 85 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0649 ***********************************************************************
 QG0649  DESIGNATION -  G 86
 QG0649  PID         -  QG0649
 QG0649  STATE/COUNTY-  ME/PISCATAQUIS
 QG0649  USGS QUAD   -  CARIBOU LAKE SOUTH (1988)
 QG0649
 QG0649                         *CURRENT SURVEY CONTROL
 QG0649  ___________________________________________________________________
 QG0649* NAD 83(1986)-  45 47 36.     (N)    069 18 38.     (W)     SCALED    
 QG0649* NAVD 88     -       326.013  (meters)    1069.59   (feet)  ADJUSTED  
 QG0649  ___________________________________________________________________
 QG0649  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 QG0649  DYNAMIC HT  -         326.014 (meters)    1069.60  (feet)  COMP
 QG0649  MODELED GRAV-     980,610.4   (mgal)                       NAVD 88
 QG0649
 QG0649  VERT ORDER  -  SECOND    CLASS 0
 QG0649
 QG0649.The horizontal coordinates were scaled from a topographic map and have
 QG0649.an estimated accuracy of +/- 6 seconds.
 QG0649
 QG0649.The orthometric height was determined by differential leveling
 QG0649.and adjusted by the National Geodetic Survey in June 1991..
 QG0649
 QG0649.The geoid height was determined by GEOID03.
 QG0649
 QG0649.The dynamic height is computed by dividing the NAVD 88
 QG0649.geopotential number by the normal gravity value computed on the
 QG0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0649.degrees latitude (g = 980.6199 gals.).
 QG0649
 QG0649.The modeled gravity was interpolated from observed gravity values.
 QG0649
 QG0649;                    North         East    Units  Estimated Accuracy
 QG0649;SPC ME E     -   236,630.      236,990.      MT  (+/- 180 meters Scaled)
 QG0649
 QG0649                          SUPERSEDED SURVEY CONTROL
 QG0649
 QG0649  NGVD 29 (??/??/92)  326.166  (m)         1070.10   (f) ADJ UNCH    2 0
 QG0649
 QG0649.Superseded values are not recommended for survey control.
 QG0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0649.See file dsdata.txt to determine how the superseded data were derived.
 QG0649
 QG0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL758711(NAD 83)
 QG0649_MARKER: DB = BENCH MARK DISK
 QG0649_SETTING: 80 = SET IN A BOULDER
 QG0649_SP_SET: BOULDER
 QG0649_STAMPING: G 86 1942
 QG0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0649+STABILITY: SURFACE MOTION
 QG0649
 QG0649  HISTORY     - Date     Condition        Report By
 QG0649  HISTORY     - 1942     MONUMENTED       CGS
 QG0649  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 QG0649
 QG0649                          STATION DESCRIPTION
 QG0649
 QG0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0649'11.8 MI N FROM KOKADJO.
 QG0649'11.8 MILES NORTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 QG0649'KOKADJO, PISCATAQUIS COUNTY, 0.5 MILE NORTH OF BLACK BROOK, 25
 QG0649'FEET EAST OF THE CENTER LINE OF THE ROAD, IN THE TOP OF AN 8-
 QG0649'BY 10-FOOT BOULDER PROJECITNG 3 FEET ABOVE THE GROUND, AND ABOUT 3
 QG0649'FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED G 86 1942.
 QG0649
 QG0649                          STATION RECOVERY (1984)
 QG0649
 QG0649'RECOVERY NOTE BY US POWER SQUADRON 1984 (RPS)
 QG0649'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0840 ***********************************************************************
 QG0840  DESIGNATION -  G 87
 QG0840  PID         -  QG0840
 QG0840  STATE/COUNTY-  ME/SOMERSET
 QG0840  USGS QUAD   -  KINGSBURY (1989)
 QG0840
 QG0840                         *CURRENT SURVEY CONTROL
 QG0840  ___________________________________________________________________
 QG0840* NAD 83(1986)-  45 06 23.     (N)    069 40 53.     (W)     SCALED    
 QG0840* NAVD 88     -       302.632  (meters)     992.89   (feet)  ADJUSTED  
 QG0840  ___________________________________________________________________
 QG0840  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 QG0840  DYNAMIC HT  -         302.609 (meters)     992.81  (feet)  COMP
 QG0840  MODELED GRAV-     980,534.5   (mgal)                       NAVD 88
 QG0840
 QG0840  VERT ORDER  -  SECOND    CLASS 0
 QG0840
 QG0840.The horizontal coordinates were scaled from a topographic map and have
 QG0840.an estimated accuracy of +/- 6 seconds.
 QG0840
 QG0840.The orthometric height was determined by differential leveling
 QG0840.and adjusted by the National Geodetic Survey in June 1991..
 QG0840
 QG0840.The geoid height was determined by GEOID03.
 QG0840
 QG0840.The dynamic height is computed by dividing the NAVD 88
 QG0840.geopotential number by the normal gravity value computed on the
 QG0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0840.degrees latitude (g = 980.6199 gals.).
 QG0840
 QG0840.The modeled gravity was interpolated from observed gravity values.
 QG0840
 QG0840;                    North         East    Units  Estimated Accuracy
 QG0840;SPC ME W     -   252,670.      938,190.      MT  (+/- 180 meters Scaled)
 QG0840
 QG0840                          SUPERSEDED SURVEY CONTROL
 QG0840
 QG0840  NGVD 29 (??/??/92)  302.802  (m)          993.44   (f) ADJ UNCH    2 0
 QG0840
 QG0840.Superseded values are not recommended for survey control.
 QG0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0840.See file dsdata.txt to determine how the superseded data were derived.
 QG0840
 QG0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK463949(NAD 83)
 QG0840_MARKER: DB = BENCH MARK DISK
 QG0840_SETTING: 80 = SET IN A BOULDER
 QG0840_SP_SET: BOULDER
 QG0840_STAMPING: G 87 1942
 QG0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0840+STABILITY: SURFACE MOTION
 QG0840
 QG0840  HISTORY     - Date     Condition        Report By
 QG0840  HISTORY     - 1942     MONUMENTED       CGS
 QG0840  HISTORY     - 19840901 GOOD             USPSQD
 QG0840
 QG0840                          STATION DESCRIPTION
 QG0840
 QG0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0840'10.4 MI E FROM BINGHAM.
 QG0840'10.4 MILES EAST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE AT
 QG0840'BINGHAM, SOMERSET COUNTY, ABOUT 0.5 MILE EAST OF THE
 QG0840'INTERSECTION OF STATE HIGHWAY 151, AT THE TOP OF A SMALL HILL,
 QG0840'ABOUT 0.05 MILE WEST OF A CURVE, 31 FEET NORTH OF THE CENTER
 QG0840'LINE OF THE HIGHWAY, 3 FEET EAST OF A TRIANGULAR-BLAZED 12-INCH
 QG0840'FIR TREE, ABOUT 2 FEET HIGHER THAN THE HIGHWAY, AND IN THE TOP
 QG0840'OF A 10- BY 16-FOOT GRAINTE BOULDER PROJECTING ABOUT 3 FEET
 QG0840'ABOVE GROUND.  A STANDARD DISK, STAMPED G 87 1942.
 QG0840
 QG0840                          STATION RECOVERY (1984)
 QG0840
 QG0840'RECOVERY NOTE BY US POWER SQUADRON 1984 (WDH)
 QG0840'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0371 ***********************************************************************
 PD0371  DESIGNATION -  G 88
 PD0371  PID         -  PD0371
 PD0371  STATE/COUNTY-  ME/WASHINGTON
 PD0371  USGS QUAD   -  SCHOODIC LAKE (1984)
 PD0371
 PD0371                         *CURRENT SURVEY CONTROL
 PD0371  ___________________________________________________________________
 PD0371* NAD 83(1986)-  44 41 05.     (N)    067 57 01.     (W)     SCALED    
 PD0371* NAVD 88     -        33.831  (meters)     110.99   (feet)  ADJUSTED  
 PD0371  ___________________________________________________________________
 PD0371  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 PD0371  DYNAMIC HT  -          33.830 (meters)     110.99  (feet)  COMP
 PD0371  MODELED GRAV-     980,562.8   (mgal)                       NAVD 88
 PD0371
 PD0371  VERT ORDER  -  SECOND    CLASS 0
 PD0371
 PD0371.The horizontal coordinates were scaled from a topographic map and have
 PD0371.an estimated accuracy of +/- 6 seconds.
 PD0371
 PD0371.The orthometric height was determined by differential leveling
 PD0371.and adjusted by the National Geodetic Survey in June 1991..
 PD0371
 PD0371.The geoid height was determined by GEOID03.
 PD0371
 PD0371.The dynamic height is computed by dividing the NAVD 88
 PD0371.geopotential number by the normal gravity value computed on the
 PD0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0371.degrees latitude (g = 980.6199 gals.).
 PD0371
 PD0371.The modeled gravity was interpolated from observed gravity values.
 PD0371
 PD0371;                    North         East    Units  Estimated Accuracy
 PD0371;SPC ME E     -   113,260.      343,580.      MT  (+/- 180 meters Scaled)
 PD0371
 PD0371                          SUPERSEDED SURVEY CONTROL
 PD0371
 PD0371  NGVD 29 (??/??/92)   34.010  (m)          111.58   (f) ADJ UNCH    2 0
 PD0371
 PD0371.Superseded values are not recommended for survey control.
 PD0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0371.See file dsdata.txt to determine how the superseded data were derived.
 PD0371
 PD0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK831484(NAD 83)
 PD0371_MARKER: DB = BENCH MARK DISK
 PD0371_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PD0371_SP_SET: BRIDGE
 PD0371_STAMPING: G 88 1942
 PD0371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PD0371
 PD0371  HISTORY     - Date     Condition        Report By
 PD0371  HISTORY     - 1942     MONUMENTED       CGS
 PD0371  HISTORY     - 1953     GOOD             NGS
 PD0371  HISTORY     - 1989     GOOD             USPSQD
 PD0371
 PD0371                          STATION DESCRIPTION
 PD0371
 PD0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 PD0371'5.2 MI S FROM DEBLOIS.
 PD0371'5.2 MILES SOUTH ALONG STATE HIGHWAY 193 FROM THE PUBLIC SCHOOL
 PD0371'AT DEBLOIS, WASHINGTON COUNTY, 0.3 MILE SOUTH OF THE
 PD0371'DEBLOIS-CHERRYFIELD TOWN LINE, AT A CONCRETE BRIDGE OVER SCHOODIC
 PD0371'BROOK IN THE TOP OF THE NORTHEAST WINGWALL, 13 FEET EAST OF THE
 PD0371'CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.  A
 PD0371'STANDARD DISK, STAMPED G 88 1942.
 PD0371
 PD0371                          STATION RECOVERY (1989)
 PD0371
 PD0371'RECOVERY NOTE BY US POWER SQUADRON 1989 (JEH)
 PD0371'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0354 ***********************************************************************
 QG0354  DESIGNATION -  G 89
 QG0354  PID         -  QG0354
 QG0354  STATE/COUNTY-  ME/PENOBSCOT
 QG0354  USGS QUAD   -  SOUTH LAGRANGE (1983)
 QG0354
 QG0354                         *CURRENT SURVEY CONTROL
 QG0354  ___________________________________________________________________
 QG0354* NAD 83(1986)-  45 04 08.     (N)    068 50 22.     (W)     SCALED    
 QG0354* NAVD 88     -        48.242  (meters)     158.27   (feet)  ADJUSTED  
 QG0354  ___________________________________________________________________
 QG0354  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 QG0354  DYNAMIC HT  -          48.241 (meters)     158.27  (feet)  COMP
 QG0354  MODELED GRAV-     980,606.8   (mgal)                       NAVD 88
 QG0354
 QG0354  VERT ORDER  -  FIRST     CLASS II
 QG0354
 QG0354.The horizontal coordinates were scaled from a topographic map and have
 QG0354.an estimated accuracy of +/- 6 seconds.
 QG0354
 QG0354.The orthometric height was determined by differential leveling
 QG0354.and adjusted by the National Geodetic Survey in June 1991..
 QG0354
 QG0354.The geoid height was determined by GEOID03.
 QG0354
 QG0354.The dynamic height is computed by dividing the NAVD 88
 QG0354.geopotential number by the normal gravity value computed on the
 QG0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0354.degrees latitude (g = 980.6199 gals.).
 QG0354
 QG0354.The modeled gravity was interpolated from observed gravity values.
 QG0354
 QG0354;                    North         East    Units  Estimated Accuracy
 QG0354;SPC ME E     -   155,860.      273,270.      MT  (+/- 180 meters Scaled)
 QG0354
 QG0354                          SUPERSEDED SURVEY CONTROL
 QG0354
 QG0354  NGVD 29 (??/??/92)   48.428  (m)          158.88   (f) ADJ UNCH    1 2
 QG0354
 QG0354.Superseded values are not recommended for survey control.
 QG0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0354.See file dsdata.txt to determine how the superseded data were derived.
 QG0354
 QG0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK126906(NAD 83)
 QG0354_MARKER: DB = BENCH MARK DISK
 QG0354_SETTING: 66 = SET IN ROCK OUTCROP
 QG0354_SP_SET: ROCK OUTCROP
 QG0354_STAMPING: G 89 1942
 QG0354_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0354+STABILITY: POSITION/ELEVATION WELL
 QG0354
 QG0354  HISTORY     - Date     Condition        Report By
 QG0354  HISTORY     - 1942     MONUMENTED       CGS
 QG0354  HISTORY     - 1953     GOOD             NGS
 QG0354
 QG0354                          STATION DESCRIPTION
 QG0354
 QG0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 QG0354'3.5 MI SW FROM SOUTH LAGRANGE.
 QG0354'3.5 MILES SOUTHWEST ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 QG0354'THE STATION AT SOUTH LAGRANGE, ABOUT 14 RAILS NORTHEAST OF NORTHEAST
 QG0354'END OF STATION AT BRADFORD (NOW ABANDONED), SET IN THE TOP OF A
 QG0354'LONG NARROW ROCK OUTCROP, 69 FEET NORTHWEST OF NORTHWEST RAIL
 QG0354'OF NORTHEAST TRACK, 210 FEET NORTH OF A SWITCH STAND, ABOUT 1/2
 QG0354'FOOT ABOVE THE GROUND AND ABOUT LEVEL WITH TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0445 ***********************************************************************
 PE0445  DESIGNATION -  G 9
 PE0445  PID         -  PE0445
 PE0445  STATE/COUNTY-  ME/PENOBSCOT
 PE0445  USGS QUAD   -  PUSHAW LAKE (1977)
 PE0445
 PE0445                         *CURRENT SURVEY CONTROL
 PE0445  ___________________________________________________________________
 PE0445* NAD 83(1986)-  44 57 04.     (N)    068 51 16.     (W)     SCALED    
 PE0445* NAVD 88     -        41.231  (meters)     135.27   (feet)  ADJUSTED  
 PE0445  ___________________________________________________________________
 PE0445  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 PE0445  DYNAMIC HT  -          41.230 (meters)     135.27  (feet)  COMP
 PE0445  MODELED GRAV-     980,596.7   (mgal)                       NAVD 88
 PE0445
 PE0445  VERT ORDER  -  FIRST     CLASS II
 PE0445
 PE0445.The horizontal coordinates were scaled from a topographic map and have
 PE0445.an estimated accuracy of +/- 6 seconds.
 PE0445
 PE0445.The orthometric height was determined by differential leveling
 PE0445.and adjusted by the National Geodetic Survey in June 1991..
 PE0445
 PE0445.The geoid height was determined by GEOID03.
 PE0445
 PE0445.The dynamic height is computed by dividing the NAVD 88
 PE0445.geopotential number by the normal gravity value computed on the
 PE0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0445.degrees latitude (g = 980.6199 gals.).
 PE0445
 PE0445.The modeled gravity was interpolated from observed gravity values.
 PE0445
 PE0445;                    North         East    Units  Estimated Accuracy
 PE0445;SPC ME E     -   142,770.      272,030.      MT  (+/- 180 meters Scaled)
 PE0445
 PE0445                          SUPERSEDED SURVEY CONTROL
 PE0445
 PE0445  NGVD 29 (??/??/92)   41.420  (m)          135.89   (f) ADJ UNCH    1 2
 PE0445
 PE0445.Superseded values are not recommended for survey control.
 PE0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0445.See file dsdata.txt to determine how the superseded data were derived.
 PE0445
 PE0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK114775(NAD 83)
 PE0445_MARKER: DB = BENCH MARK DISK
 PE0445_SETTING: 80 = SET IN A BOULDER
 PE0445_SP_SET: BOULDER
 PE0445_STAMPING: G-9 1927 135.892
 PE0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0445+STABILITY: SURFACE MOTION
 PE0445
 PE0445  HISTORY     - Date     Condition        Report By
 PE0445  HISTORY     - 1927     MONUMENTED       CGS
 PE0445  HISTORY     - 1953     GOOD             NGS
 PE0445  HISTORY     - 1978     GOOD             NGS
 PE0445  HISTORY     - 1989     GOOD             USPSQD
 PE0445
 PE0445                          STATION DESCRIPTION
 PE0445
 PE0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 PE0445'4 MI S FROM HUDSON.
 PE0445'3.95 MILES SOUTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 PE0445'THE CROSSING OF STATE HIGHWAY 43 AT HUDSON, ABOUT 14 RAILS
 PE0445'SOUTHWEST OF THE CROSSING OF STATE HIGHWAY 221, IN THE TOP OF
 PE0445'A NARROW ROUNDED BOULDER PROJECTING ABOUT 1 1/2 FEET, 22 FEET
 PE0445'NORTHWEST OF NORTHWEST RAIL OF NORTHWEST TRACK, 22 FEET SOUTHEAST
 PE0445'OF R/W FENCE AND ABOUT 2 FEET BELOW LEVEL OF TRACK.
 PE0445
 PE0445                          STATION RECOVERY (1978)
 PE0445
 PE0445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PE0445'RECOVERED IN GOOD CONDITION.
 PE0445
 PE0445                          STATION RECOVERY (1989)
 PE0445
 PE0445'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELG)
 PE0445'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0013 ***********************************************************************
 PE0013  DESIGNATION -  G 90
 PE0013  PID         -  PE0013
 PE0013  STATE/COUNTY-  ME/HANCOCK
 PE0013  USGS QUAD   -  ELLSWORTH (1981)
 PE0013
 PE0013                         *CURRENT SURVEY CONTROL
 PE0013  ___________________________________________________________________
 PE0013* NAD 83(1986)-  44 34 37.     (N)    068 27 25.     (W)     SCALED    
 PE0013* NAVD 88     -        45.075  (meters)     147.88   (feet)  ADJUSTED  
 PE0013  ___________________________________________________________________
 PE0013  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 PE0013  DYNAMIC HT  -          45.072 (meters)     147.87  (feet)  COMP
 PE0013  MODELED GRAV-     980,552.2   (mgal)                       NAVD 88
 PE0013
 PE0013  VERT ORDER  -  FIRST     CLASS I
 PE0013
 PE0013.The horizontal coordinates were scaled from a topographic map and have
 PE0013.an estimated accuracy of +/- 6 seconds.
 PE0013
 PE0013.The orthometric height was determined by differential leveling
 PE0013.and adjusted by the National Geodetic Survey in June 1991..
 PE0013
 PE0013.The geoid height was determined by GEOID03.
 PE0013
 PE0013.The dynamic height is computed by dividing the NAVD 88
 PE0013.geopotential number by the normal gravity value computed on the
 PE0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0013.degrees latitude (g = 980.6199 gals.).
 PE0013
 PE0013.The modeled gravity was interpolated from observed gravity values.
 PE0013
 PE0013;                    North         East    Units  Estimated Accuracy
 PE0013;SPC ME E     -   101,140.      303,420.      MT  (+/- 180 meters Scaled)
 PE0013
 PE0013                          SUPERSEDED SURVEY CONTROL
 PE0013
 PE0013  NGVD 29 (??/??/92)   45.261  (m)          148.49   (f) ADJ UNCH    1 1
 PE0013
 PE0013.Superseded values are not recommended for survey control.
 PE0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0013.See file dsdata.txt to determine how the superseded data were derived.
 PE0013
 PE0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK431360(NAD 83)
 PE0013_MARKER: DB = BENCH MARK DISK
 PE0013_SETTING: 66 = SET IN ROCK OUTCROP
 PE0013_SP_SET: ROCK OUTCROP
 PE0013_STAMPING: G 90 1942
 PE0013_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0013+STABILITY: POSITION/ELEVATION WELL
 PE0013
 PE0013  HISTORY     - Date     Condition        Report By
 PE0013  HISTORY     - 1942     MONUMENTED       CGS
 PE0013  HISTORY     - 1966     GOOD             NGS
 PE0013  HISTORY     - 1978     MARK NOT FOUND   DMA
 PE0013
 PE0013                          STATION DESCRIPTION
 PE0013
 PE0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0013'1.4 MI NW FROM ELLSWORTH FALLS.
 PE0013'ABOUT 1.4 MILES NORTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM
 PE0013'THE CROSSING OF STATE HIGHWAY 179 AT ELLSWORTH FALLS, 9 1/2 RAILS
 PE0013'NORTHWEST OF MILEPOST P163/C107, ABOUT 60 YARDS NORTHEAST OF THE
 PE0013'TRACK, 20 1/2 FEET NORTHWEST OF THE CENTER LINE OF AN OLD ROAD,
 PE0013'37 1/2 FEET SOUTHWEST OF A LONE 36-INCH PINE TREE, ABOUT 3 FEET
 PE0013'ABOVE THE LEVEL OF THE OLD ROAD, AND SET IN THE TOP OF A ROCK
 PE0013'OUTCROP ABOUT 1 1/2-BY-6-FOOT AND FLUSH WITH THE GROUND.
 PE0013
 PE0013                          STATION RECOVERY (1978)
 PE0013
 PE0013'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PE0013'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1232 ***********************************************************************
 QG1232  DESIGNATION -  G 91
 QG1232  PID         -  QG1232
 QG1232  STATE/COUNTY-  ME/PENOBSCOT
 QG1232  USGS QUAD   -  BRADFORD (1983)
 QG1232
 QG1232                         *CURRENT SURVEY CONTROL
 QG1232  ___________________________________________________________________
 QG1232* NAD 83(1986)-  45 00 04.     (N)    068 52 41.     (W)     SCALED    
 QG1232* NAVD 88     -        41.712  (meters)     136.85   (feet)  ADJUSTED  
 QG1232  ___________________________________________________________________
 QG1232  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 QG1232  DYNAMIC HT  -          41.711 (meters)     136.85  (feet)  COMP
 QG1232  MODELED GRAV-     980,599.0   (mgal)                       NAVD 88
 QG1232
 QG1232  VERT ORDER  -  FIRST     CLASS II
 QG1232
 QG1232.The horizontal coordinates were scaled from a topographic map and have
 QG1232.an estimated accuracy of +/- 6 seconds.
 QG1232
 QG1232.The orthometric height was determined by differential leveling
 QG1232.and adjusted by the National Geodetic Survey in June 1991..
 QG1232
 QG1232.The geoid height was determined by GEOID03.
 QG1232
 QG1232.The dynamic height is computed by dividing the NAVD 88
 QG1232.geopotential number by the normal gravity value computed on the
 QG1232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1232.degrees latitude (g = 980.6199 gals.).
 QG1232
 QG1232.The modeled gravity was interpolated from observed gravity values.
 QG1232
 QG1232;                    North         East    Units  Estimated Accuracy
 QG1232;SPC ME E     -   148,340.      270,200.      MT  (+/- 180 meters Scaled)
 QG1232
 QG1232                          SUPERSEDED SURVEY CONTROL
 QG1232
 QG1232.No superseded survey control is available for this station.
 QG1232
 QG1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK096830(NAD 83)
 QG1232_MARKER: DB = BENCH MARK DISK
 QG1232_SETTING: 80 = SET IN A BOULDER
 QG1232_SP_SET: BOULDER
 QG1232_STAMPING: G 91 1942
 QG1232
 QG1232  HISTORY     - Date     Condition        Report By
 QG1232  HISTORY     - UNK      MONUMENTED
 QG1232  HISTORY     - 1953     GOOD             NGS
 QG1232  HISTORY     - 1978     GOOD             NGS
 QG1232  HISTORY     - 1989     GOOD             USPSQD
 QG1232
 QG1232                          STATION DESCRIPTION
 QG1232
 QG1232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 QG1232'AT HUDSON.
 QG1232'AT HUDSON, AT THE CROSSING OF THE BANGOR AND AROOSTOOK RAILROAD
 QG1232'AND STATE HIGHWAY 43, IN SOUTHEAST QUARTER OF CROSSING, IN THE
 QG1232'TOP OF A LARGE BOULDER, 90 FEET EAST OF EAST RAIL OF EAST TRACK,
 QG1232'42 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY, 15 FEET SOUTH OF
 QG1232'AN EAST-WEST FENCE LINE, ABOUT 1 1/2 FEET ABOVE GROUND AND
 QG1232'ABOUT 3 FEET BELOW LEVEL OF TRACK.
 QG1232
 QG1232                          STATION RECOVERY (1978)
 QG1232
 QG1232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG1232'RECOVERED IN GOOD CONDITION.
 QG1232
 QG1232                          STATION RECOVERY (1989)
 QG1232
 QG1232'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELG)
 QG1232'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0213 ***********************************************************************
 PF0213  DESIGNATION -  G 92
 PF0213  PID         -  PF0213
 PF0213  STATE/COUNTY-  ME/OXFORD
 PF0213  USGS QUAD   -  SPECKLED MOUNTAIN (1970)
 PF0213
 PF0213                         *CURRENT SURVEY CONTROL
 PF0213  ___________________________________________________________________
 PF0213* NAD 83(1986)-  44 20 38.     (N)    070 58 49.     (W)     SCALED    
 PF0213* NAVD 88     -       268.263  (meters)     880.13   (feet)  POSTED    
 PF0213  ___________________________________________________________________
 PF0213  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 PF0213  DYNAMIC HT  -         268.220 (meters)     879.99  (feet)  COMP
 PF0213  MODELED GRAV-     980,446.8   (mgal)                       NAVD 88
 PF0213
 PF0213  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 PF0213
 PF0213.The horizontal coordinates were scaled from a topographic map and have
 PF0213.an estimated accuracy of +/- 6 seconds.
 PF0213
 PF0213.The orthometric height was determined by differential leveling
 PF0213.and adjusted by the National Geodetic Survey in 1992..
 PF0213.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 PF0213.rate of 4.1 thru 8.0 mm/km.
 PF0213
 PF0213.The geoid height was determined by GEOID03.
 PF0213
 PF0213.The dynamic height is computed by dividing the NAVD 88
 PF0213.geopotential number by the normal gravity value computed on the
 PF0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0213.degrees latitude (g = 980.6199 gals.).
 PF0213
 PF0213.The modeled gravity was interpolated from observed gravity values.
 PF0213
 PF0213;                    North         East    Units  Estimated Accuracy
 PF0213;SPC ME W     -   168,150.      835,120.      MT  (+/- 180 meters Scaled)
 PF0213
 PF0213                          SUPERSEDED SURVEY CONTROL
 PF0213
 PF0213  NGVD 29 (??/??/92)  268.384  (m)          880.52   (f) ADJ UNCH    2 0
 PF0213
 PF0213.Superseded values are not recommended for survey control.
 PF0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0213.See file dsdata.txt to determine how the superseded data were derived.
 PF0213
 PF0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK421119(NAD 83)
 PF0213_MARKER: DB = BENCH MARK DISK
 PF0213_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PF0213_SP_SET: ABUTMENT
 PF0213_STAMPING: G 92 1942
 PF0213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0213_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PF0213+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2004
 PF0213
 PF0213  HISTORY     - Date     Condition        Report By
 PF0213  HISTORY     - 1942     MONUMENTED       CGS
 PF0213  HISTORY     - 1976     GOOD             NGS
 PF0213  HISTORY     - 20041001 GOOD             GEOCAC
 PF0213
 PF0213                          STATION DESCRIPTION
 PF0213
 PF0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PF0213'4 MI S FROM GILEAD.
 PF0213'ABOUT 4.0 MILES SOUTH ALONG THE EVANS NOTCH ROAD FROM THE JUNCTION
 PF0213'OF U.S. HIGHWAY 2 AT GILEAD, OXFORD COUNTY, ABOUT 0.3 MILE NORTH
 PF0213'OF THE CARIBOU MOUNTAIN TRAIL, AT A SMALL CONCRETE BRIDGE OVER A
 PF0213'SMALL BROOK, IN THE TOP OF THE WEST END OF THE NORTH ABUTMENT,
 PF0213'11 FEET WEST OF THE CENTER LINE OF THE ROAD, AND ABOUT LEVEL WITH
 PF0213'THE ROAD.  A STANDARD DISK, STAMPED G 92 1942.
 PF0213
 PF0213                          STATION RECOVERY (1976)
 PF0213
 PF0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 PF0213'RECOVERED IN GOOD CONDITION.
 PF0213
 PF0213                          STATION RECOVERY (2004)
 PF0213
 PF0213'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 PF0213'RECOVERED IN GOOD CONDITION AT THE DESCRIBED LOCATION. JOHN K. SNYDER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0087 ***********************************************************************
 PE0087  DESIGNATION -  G 93
 PE0087  PID         -  PE0087
 PE0087  STATE/COUNTY-  ME/HANCOCK
 PE0087  USGS QUAD   -  SULLIVAN (1982)
 PE0087
 PE0087                         *CURRENT SURVEY CONTROL
 PE0087  ___________________________________________________________________
 PE0087* NAD 83(1986)-  44 31 25.     (N)    068 12 46.     (W)     SCALED    
 PE0087* NAVD 88     -        13.841  (meters)      45.41   (feet)  ADJUSTED  
 PE0087  ___________________________________________________________________
 PE0087  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 PE0087  DYNAMIC HT  -          13.841 (meters)      45.41  (feet)  COMP
 PE0087  MODELED GRAV-     980,571.9   (mgal)                       NAVD 88
 PE0087
 PE0087  VERT ORDER  -  SECOND    CLASS 0
 PE0087
 PE0087.The horizontal coordinates were scaled from a topographic map and have
 PE0087.an estimated accuracy of +/- 6 seconds.
 PE0087
 PE0087.The orthometric height was determined by differential leveling
 PE0087.and adjusted by the National Geodetic Survey in June 1991..
 PE0087
 PE0087.The geoid height was determined by GEOID03.
 PE0087
 PE0087.The dynamic height is computed by dividing the NAVD 88
 PE0087.geopotential number by the normal gravity value computed on the
 PE0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0087.degrees latitude (g = 980.6199 gals.).
 PE0087
 PE0087.The modeled gravity was interpolated from observed gravity values.
 PE0087
 PE0087;                    North         East    Units  Estimated Accuracy
 PE0087;SPC ME E     -    95,250.      322,830.      MT  (+/- 180 meters Scaled)
 PE0087
 PE0087                          SUPERSEDED SURVEY CONTROL
 PE0087
 PE0087  NGVD 29 (??/??/92)   14.045  (m)           46.08   (f) ADJ UNCH    2 0
 PE0087
 PE0087.Superseded values are not recommended for survey control.
 PE0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0087.See file dsdata.txt to determine how the superseded data were derived.
 PE0087
 PE0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK625303(NAD 83)
 PE0087_MARKER: DB = BENCH MARK DISK
 PE0087_SETTING: 66 = SET IN ROCK OUTCROP
 PE0087_SP_SET: ROCK LEDGE
 PE0087_STAMPING: G 93 1942
 PE0087_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0087+STABILITY: POSITION/ELEVATION WELL
 PE0087
 PE0087  HISTORY     - Date     Condition        Report By
 PE0087  HISTORY     - 1942     MONUMENTED       CGS
 PE0087  HISTORY     - 1966     GOOD             NGS
 PE0087
 PE0087                          STATION DESCRIPTION
 PE0087
 PE0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0087'0.9 MI SE FROM WEST SULLIVAN.
 PE0087'0.9 MILE SOUTHEAST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF A
 PE0087'BLACK TOPPED ROAD LEADING NORTHWEST AT WEST SULLIVAN, AT THE
 PE0087'OUTSIDE OF A CURVE IN THE HIGHWAY, NEAR THE CENTER OF A SMALL
 PE0087'CLEARING, SET ON THE TOP OF THE SOUTH END OF A ROCK LEDGE WHICH
 PE0087'IS 20 FEET LONG-10 FEET WIDE AND PROJECTS 3 FEET ON THE
 PE0087'SOUTHWEST SIDE, 80 FEET SOUTHWEST OF THE CENTER LINE OF THE
 PE0087'HIGHWAY AND ABOUT 8 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 PE0087'NOTE-- MARK MAY ALSO BE REACHED BY GOING 0.8 MILE NORTHWEST ALONG
 PE0087'U.S. HIGHWAY 1 FROM THE JUNCTION OF STATE HIGHWAY 200 AT
 PE0087'SULLIVAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0140 ***********************************************************************
 PD0140  DESIGNATION -  G 94
 PD0140  PID         -  PD0140
 PD0140  STATE/COUNTY-  ME/WASHINGTON
 PD0140  USGS QUAD   -  HADLEY LAKE (1987)
 PD0140
 PD0140                         *CURRENT SURVEY CONTROL
 PD0140  ___________________________________________________________________
 PD0140* NAD 83(1986)-  44 45 57.     (N)    067 24 06.     (W)     SCALED    
 PD0140* NAVD 88     -        15.596  (meters)      51.17   (feet)  ADJUSTED  
 PD0140  ___________________________________________________________________
 PD0140  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 PD0140  DYNAMIC HT  -          15.596 (meters)      51.17  (feet)  COMP
 PD0140  MODELED GRAV-     980,594.0   (mgal)                       NAVD 88
 PD0140
 PD0140  VERT ORDER  -  FIRST     CLASS I
 PD0140
 PD0140.The horizontal coordinates were scaled from a topographic map and have
 PD0140.an estimated accuracy of +/- 6 seconds.
 PD0140
 PD0140.The orthometric height was determined by differential leveling
 PD0140.and adjusted by the National Geodetic Survey in June 1991..
 PD0140
 PD0140.The geoid height was determined by GEOID03.
 PD0140
 PD0140.The dynamic height is computed by dividing the NAVD 88
 PD0140.geopotential number by the normal gravity value computed on the
 PD0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0140.degrees latitude (g = 980.6199 gals.).
 PD0140
 PD0140.The modeled gravity was interpolated from observed gravity values.
 PD0140
 PD0140;                    North         East    Units  Estimated Accuracy
 PD0140;SPC ME E     -   122,710.      386,940.      MT  (+/- 180 meters Scaled)
 PD0140
 PD0140                          SUPERSEDED SURVEY CONTROL
 PD0140
 PD0140  NGVD 29 (??/??/92)   15.803  (m)           51.85   (f) ADJ UNCH    1 1
 PD0140
 PD0140.Superseded values are not recommended for survey control.
 PD0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0140.See file dsdata.txt to determine how the superseded data were derived.
 PD0140
 PD0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK264581(NAD 83)
 PD0140_MARKER: DB = BENCH MARK DISK
 PD0140_SETTING: 80 = SET IN A BOULDER
 PD0140_SP_SET: BOULDER
 PD0140_STAMPING: G 94 1942
 PD0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0140+STABILITY: SURFACE MOTION
 PD0140
 PD0140  HISTORY     - Date     Condition        Report By
 PD0140  HISTORY     - 1942     MONUMENTED       CGS
 PD0140  HISTORY     - 1966     GOOD             NGS
 PD0140  HISTORY     - 1978     GOOD             DMA
 PD0140
 PD0140                          STATION DESCRIPTION
 PD0140
 PD0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PD0140'0.3 MI N FROM JACKSONVILLE.
 PD0140'0.3 MILE NORTH ALONG THE MAINE CENTRAL RAILROAD FROM THE CROSSING
 PD0140'OF STATE HIGHWAY 191 AT JACKSONVILLE, ABOUT 0.1 MILE NORTH OF A
 PD0140'GRAVELED ROAD CROSSING, 169 FEET SOUTH OF MILEPOST C38/P232, 177
 PD0140'FEET SOUTH OF THE SOUTHEAST CORNER OF A BRIDGE OVER THE EAST
 PD0140'MACHIAS RIVER, 29.0 FEET SOUTHEAST OF THE SOUTHEAST RAIL, ABOUT
 PD0140'1 FOOT ABOVE THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A
 PD0140'3-BY-3 1/2-FOOT EMBEDDED BOULDER THAT PROJECTS 1 FOOT.
 PD0140
 PD0140                          STATION RECOVERY (1978)
 PD0140
 PD0140'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PD0140'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0005 ***********************************************************************
 QF0005  DESIGNATION -  G 96
 QF0005  PID         -  QF0005
 QF0005  STATE/COUNTY-  ME/WASHINGTON
 QF0005  USGS QUAD   -  RED BEACH (1949)
 QF0005
 QF0005                         *CURRENT SURVEY CONTROL
 QF0005  ___________________________________________________________________
 QF0005* NAD 83(1986)-  45 00 17.     (N)    067 14 42.     (W)     SCALED    
 QF0005* NAVD 88     -        27.702  (meters)      90.89   (feet)  ADJUSTED  
 QF0005  ___________________________________________________________________
 QF0005  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 QF0005  DYNAMIC HT  -          27.702 (meters)      90.89  (feet)  COMP
 QF0005  MODELED GRAV-     980,603.3   (mgal)                       NAVD 88
 QF0005
 QF0005  VERT ORDER  -  FIRST     CLASS I
 QF0005
 QF0005.The horizontal coordinates were scaled from a topographic map and have
 QF0005.an estimated accuracy of +/- 6 seconds.
 QF0005
 QF0005.The orthometric height was determined by differential leveling
 QF0005.and adjusted by the National Geodetic Survey in June 1991..
 QF0005
 QF0005.The geoid height was determined by GEOID03.
 QF0005
 QF0005.The dynamic height is computed by dividing the NAVD 88
 QF0005.geopotential number by the normal gravity value computed on the
 QF0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0005.degrees latitude (g = 980.6199 gals.).
 QF0005
 QF0005.The modeled gravity was interpolated from observed gravity values.
 QF0005
 QF0005;                    North         East    Units  Estimated Accuracy
 QF0005;SPC ME E     -   149,440.      398,940.      MT  (+/- 180 meters Scaled)
 QF0005
 QF0005                          SUPERSEDED SURVEY CONTROL
 QF0005
 QF0005  NGVD 29 (??/??/92)   27.91   (m)           91.6    (f) COMPUTED    1 1
 QF0005
 QF0005.Superseded values are not recommended for survey control.
 QF0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0005.See file dsdata.txt to determine how the superseded data were derived.
 QF0005
 QF0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK383849(NAD 83)
 QF0005_MARKER: DB = BENCH MARK DISK
 QF0005_SETTING: 66 = SET IN ROCK OUTCROP
 QF0005_SP_SET: ROCK CUT
 QF0005_STAMPING: G 96 1942
 QF0005_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0005+STABILITY: POSITION/ELEVATION WELL
 QF0005
 QF0005  HISTORY     - Date     Condition        Report By
 QF0005  HISTORY     - 1942     MONUMENTED       CGS
 QF0005  HISTORY     - 1966     GOOD             NGS
 QF0005  HISTORY     - 1978     GOOD             DMA
 QF0005
 QF0005                          STATION DESCRIPTION
 QF0005
 QF0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 QF0005'1.4 MI S FROM CHARLOTTE.
 QF0005'1.4 MILES SOUTH ALONG THE MAINE CENTRAL RAILROAD FROM THE
 QF0005'CROSSING OF A BLACK TOPPED ROAD AT CHARLOTTE, 495 FEET SOUTHEAST
 QF0005'OF AND ACROSS THE TRACK FROM MILEPOST C14/P256, IN THE TOP OF A
 QF0005'SLOPING 10-FOOT HIGH ROCK CUT, 42 FEET SOUTHEAST OF THE NORTHWEST
 QF0005'END OF THE CUT, 2.5 FEET SOUTHWEST OF THE NORTHEAST EDGE OF THE
 QF0005'CUT, 94 1/2 FEET NORTHWEST OF THE SOUTHWEST END OF A WOODEN
 QF0005'CULVERT, 8.3 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND ABOUT
 QF0005'3 1/2 FEET ABOVE THE LEVEL OF THE TRACK.  NOTE-- ALSO 1.6 MILES
 QF0005'NORTH ALONG THE MAINE CENTRAL RAILROAD FROM THE CROSSING OF
 QF0005'STATE HIGHWAY 214 AT AYERS JCT.
 QF0005
 QF0005                          STATION RECOVERY (1978)
 QF0005
 QF0005'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 QF0005'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0232 ***********************************************************************
 OB0232  DESIGNATION -  G 97
 OB0232  PID         -  OB0232
 OB0232  STATE/COUNTY-  ME/CUMBERLAND
 OB0232  USGS QUAD   -  ORRS ISLAND (1997)
 OB0232
 OB0232                         *CURRENT SURVEY CONTROL
 OB0232  ___________________________________________________________________
 OB0232* NAD 83(1986)-  43 50 55.     (N)    069 54 45.     (W)     SCALED    
 OB0232* NAVD 88     -         9.173  (meters)      30.10   (feet)  ADJUSTED  
 OB0232  ___________________________________________________________________
 OB0232  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 OB0232  DYNAMIC HT  -           9.172 (meters)      30.09  (feet)  COMP
 OB0232  MODELED GRAV-     980,522.5   (mgal)                       NAVD 88
 OB0232
 OB0232  VERT ORDER  -  SECOND    CLASS 0
 OB0232
 OB0232.The horizontal coordinates were scaled from a topographic map and have
 OB0232.an estimated accuracy of +/- 6 seconds.
 OB0232
 OB0232.The orthometric height was determined by differential leveling
 OB0232.and adjusted by the National Geodetic Survey in June 1991..
 OB0232
 OB0232.The geoid height was determined by GEOID03.
 OB0232
 OB0232.The dynamic height is computed by dividing the NAVD 88
 OB0232.geopotential number by the normal gravity value computed on the
 OB0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0232.degrees latitude (g = 980.6199 gals.).
 OB0232
 OB0232.The modeled gravity was interpolated from observed gravity values.
 OB0232
 OB0232;                    North         East    Units  Estimated Accuracy
 OB0232;SPC ME W     -   112,820.      920,440.      MT  (+/- 180 meters Scaled)
 OB0232
 OB0232                          SUPERSEDED SURVEY CONTROL
 OB0232
 OB0232  NGVD 29 (??/??/92)    9.372  (m)           30.75   (f) ADJ UNCH    2 0
 OB0232
 OB0232.Superseded values are not recommended for survey control.
 OB0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0232.See file dsdata.txt to determine how the superseded data were derived.
 OB0232
 OB0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ266554(NAD 83)
 OB0232_MARKER: DB = BENCH MARK DISK
 OB0232_SETTING: 66 = SET IN ROCK OUTCROP
 OB0232_SP_SET: BEDROCK
 OB0232_STAMPING: G 97 1943
 OB0232_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0232+STABILITY: POSITION/ELEVATION WELL
 OB0232
 OB0232  HISTORY     - Date     Condition        Report By
 OB0232  HISTORY     - 1943     MONUMENTED       CGS
 OB0232  HISTORY     - 1957     GOOD             NGS
 OB0232  HISTORY     - 1957     MARK NOT FOUND   USGS
 OB0232
 OB0232                          STATION DESCRIPTION
 OB0232
 OB0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OB0232'5.5 MI SE FROM BRUNSWICK.
 OB0232'5.5 MILES SOUTHEAST ALONG STATE HIGHWAY 24 FROM THE MAINE CENTRAL
 OB0232'RAILROAD STATION AT BRUNSWICK, CUMBERLAND COUNTY, 0.6 MILE SOUTH OF
 OB0232'GURNET BRIDGE, AT THE JUNCTION OF A ROAD LEADING SOUTHEAST TO CUNDYS
 OB0232'HARBOR, 97.6 FEET NORTHWEST OF THE SIGN IN THE CENTER OF THE JUNCTION,
 OB0232'42 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 44.6 FEET NORTHWEST OF
 OB0232'POLE 207-232, IN BEDROCK FLUSH WITH THE GROUND, AND ABOUT 8 FEET LOWER
 OB0232'THAN THE ROAD.  A STANDARD DISK, STAMPED G 97 1943.
 OB0232
 OB0232                          STATION RECOVERY (1957)
 OB0232
 OB0232'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 OB0232'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0163 ***********************************************************************
 OC0163  DESIGNATION -  G 98
 OC0163  PID         -  OC0163
 OC0163  STATE/COUNTY-  ME/CUMBERLAND
 OC0163  USGS QUAD   -  PROUTS NECK (1978)
 OC0163
 OC0163                         *CURRENT SURVEY CONTROL
 OC0163  ___________________________________________________________________
 OC0163* NAD 83(1986)-  43 32 30.     (N)    070 18 57.     (W)     SCALED    
 OC0163* NAVD 88     -         3.706  (meters)      12.16   (feet)  ADJUSTED  
 OC0163  ___________________________________________________________________
 OC0163  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 OC0163  DYNAMIC HT  -           3.705 (meters)      12.16  (feet)  COMP
 OC0163  MODELED GRAV-     980,501.7   (mgal)                       NAVD 88
 OC0163
 OC0163  VERT ORDER  -  SECOND    CLASS 0
 OC0163
 OC0163.The horizontal coordinates were scaled from a topographic map and have
 OC0163.an estimated accuracy of +/- 6 seconds.
 OC0163
 OC0163.The orthometric height was determined by differential leveling
 OC0163.and adjusted by the National Geodetic Survey in June 1991..
 OC0163
 OC0163.The geoid height was determined by GEOID03.
 OC0163
 OC0163.The dynamic height is computed by dividing the NAVD 88
 OC0163.geopotential number by the normal gravity value computed on the
 OC0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0163.degrees latitude (g = 980.6199 gals.).
 OC0163
 OC0163.The modeled gravity was interpolated from observed gravity values.
 OC0163
 OC0163;                    North         East    Units  Estimated Accuracy
 OC0163;SPC ME W     -    78,700.      887,950.      MT  (+/- 180 meters Scaled)
 OC0163
 OC0163                          SUPERSEDED SURVEY CONTROL
 OC0163
 OC0163  NGVD 29 (??/??/92)    3.933  (m)           12.90   (f) ADJ UNCH    2 0
 OC0163
 OC0163.Superseded values are not recommended for survey control.
 OC0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0163.See file dsdata.txt to determine how the superseded data were derived.
 OC0163
 OC0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ936218(NAD 83)
 OC0163_MARKER: DB = BENCH MARK DISK
 OC0163_SETTING: 0 = UNSPECIFIED SETTING
 OC0163_STAMPING: G 98 1943
 OC0163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC0163
 OC0163  HISTORY     - Date     Condition        Report By
 OC0163  HISTORY     - 1943     MONUMENTED       CGS
 OC0163  HISTORY     - 1976     GOOD             NGS
 OC0163
 OC0163                          STATION DESCRIPTION
 OC0163
 OC0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 OC0163'3.1 MI SE FROM SCARBORO.
 OC0163'1.8 MILES SOUTHEAST ALONG STATE HIGHWAY 207 FROM SCARBORO,
 OC0163'CUMBERLAND COUNTY, THENCE 1.3 MILES SOUTHWEST ALONG STATE HIGHWAY
 OC0163'207, NORTH OF A LARGE GROUP OF MAIL BOXES, AT A T-JUNCTION
 OC0163'(RIGHT), IN THE SOUTHWEST CORNER OF THE JUNCTION, 26 FEET WEST
 OC0163'OF THE CENTERLINE OF THE HIGHWAY, 23 FEET SOUTH OF THE ROAD
 OC0163'LEADING WEST, AND 2 FEET NORTH OF A WHITE WOODEN WITNESS POST.
 OC0163
 OC0163                          STATION RECOVERY (1976)
 OC0163
 OC0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0163'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0470 ***********************************************************************
 OC0470  DESIGNATION -  G 99
 OC0470  PID         -  OC0470
 OC0470  STATE/COUNTY-  ME/YORK
 OC0470  USGS QUAD   -  YORK BEACH (1998)
 OC0470
 OC0470                         *CURRENT SURVEY CONTROL
 OC0470  ___________________________________________________________________
 OC0470* NAD 83(1986)-  43 11 20.     (N)    070 36 18.     (W)     SCALED    
 OC0470* NAVD 88     -         5.876  (meters)      19.28   (feet)  ADJUSTED  
 OC0470  ___________________________________________________________________
 OC0470  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 OC0470  DYNAMIC HT  -           5.875 (meters)      19.27  (feet)  COMP
 OC0470  MODELED GRAV-     980,471.1   (mgal)                       NAVD 88
 OC0470
 OC0470  VERT ORDER  -  SECOND    CLASS 0
 OC0470
 OC0470.The horizontal coordinates were scaled from a topographic map and have
 OC0470.an estimated accuracy of +/- 6 seconds.
 OC0470
 OC0470.The orthometric height was determined by differential leveling
 OC0470.and adjusted by the National Geodetic Survey in June 1991..
 OC0470
 OC0470.The geoid height was determined by GEOID03.
 OC0470
 OC0470.The dynamic height is computed by dividing the NAVD 88
 OC0470.geopotential number by the normal gravity value computed on the
 OC0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0470.degrees latitude (g = 980.6199 gals.).
 OC0470
 OC0470.The modeled gravity was interpolated from observed gravity values.
 OC0470
 OC0470;                    North         East    Units  Estimated Accuracy
 OC0470;SPC ME W     -    39,590.      864,370.      MT  (+/- 180 meters Scaled)
 OC0470
 OC0470                          SUPERSEDED SURVEY CONTROL
 OC0470
 OC0470  NGVD 29 (??/??/92)    6.106  (m)           20.03   (f) ADJ UNCH    2 0
 OC0470
 OC0470.Superseded values are not recommended for survey control.
 OC0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0470.See file dsdata.txt to determine how the superseded data were derived.
 OC0470
 OC0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH695830(NAD 83)
 OC0470_MARKER: DB = BENCH MARK DISK
 OC0470_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC0470_SP_SET: ABUTMENT
 OC0470_STAMPING: G 99 1943
 OC0470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC0470
 OC0470  HISTORY     - Date     Condition        Report By
 OC0470  HISTORY     - 1943     MONUMENTED       CGS
 OC0470  HISTORY     - 1976     GOOD             NGS
 OC0470  HISTORY     - 1988     GOOD             USPSQD
 OC0470  HISTORY     - 1989     GOOD             USPSQD
 OC0470
 OC0470                          STATION DESCRIPTION
 OC0470
 OC0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 OC0470'0.9 MI N FROM YORK BEACH.
 OC0470'0.9 MILE NORTH ALONG U.S. HIGHWAY 1A FROM YORK BEACH, YORK
 OC0470'COUNTY, AT A BRIDGE OVER CAPE NEDDICK RIVER AND IN THE TOP
 OC0470'OF THE NORTHEAST WING OF THE CONCRETE ABUTMENT.
 OC0470
 OC0470                          STATION RECOVERY (1976)
 OC0470
 OC0470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0470'RECOVERED IN GOOD CONDITION.
 OC0470
 OC0470                          STATION RECOVERY (1988)
 OC0470
 OC0470'RECOVERY NOTE BY US POWER SQUADRON 1988 (RSR)
 OC0470'RECOVERED IN GOOD CONDITION.
 OC0470
 OC0470                          STATION RECOVERY (1989)
 OC0470
 OC0470'RECOVERY NOTE BY US POWER SQUADRON 1989 (RSR)
 OC0470'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0086 ***********************************************************************
 SF0086  DESIGNATION -  GAGING STA FORT KENT USGS
 SF0086  PID         -  SF0086
 SF0086  STATE/COUNTY-  ME/AROOSTOOK
 SF0086  USGS QUAD   -  FORT KENT NORTH (1985)
 SF0086
 SF0086                         *CURRENT SURVEY CONTROL
 SF0086  ___________________________________________________________________
 SF0086* NAD 83(1986)-  47 15 29.     (N)    068 35 27.     (W)     SCALED    
 SF0086* NAVD 88     -       158.972  (meters)     521.56   (feet)  ADJUSTED  
 SF0086  ___________________________________________________________________
 SF0086  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 SF0086  DYNAMIC HT  -         158.995 (meters)     521.64  (feet)  COMP
 SF0086  MODELED GRAV-     980,753.6   (mgal)                       NAVD 88
 SF0086
 SF0086  VERT ORDER  -  FIRST     CLASS II
 SF0086
 SF0086.The horizontal coordinates were scaled from a topographic map and have
 SF0086.an estimated accuracy of +/- 6 seconds.
 SF0086
 SF0086.The orthometric height was determined by differential leveling
 SF0086.and adjusted by the National Geodetic Survey in June 1991..
 SF0086
 SF0086.The geoid height was determined by GEOID03.
 SF0086
 SF0086.The dynamic height is computed by dividing the NAVD 88
 SF0086.geopotential number by the normal gravity value computed on the
 SF0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0086.degrees latitude (g = 980.6199 gals.).
 SF0086
 SF0086.The modeled gravity was interpolated from observed gravity values.
 SF0086
 SF0086;                    North         East    Units  Estimated Accuracy
 SF0086;SPC ME E     -   399,110.      293,130.      MT  (+/- 180 meters Scaled)
 SF0086
 SF0086                          SUPERSEDED SURVEY CONTROL
 SF0086
 SF0086.No superseded survey control is available for this station.
 SF0086
 SF0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN309339(NAD 83)
 SF0086_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SF0086_SETTING: 66 = SET IN ROCK OUTCROP
 SF0086_SP_SET: LEDGE
 SF0086_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SF0086+STABILITY: POSITION/ELEVATION WELL
 SF0086
 SF0086  HISTORY     - Date     Condition        Report By
 SF0086  HISTORY     - UNK      MONUMENTED       USGS
 SF0086  HISTORY     - 1978     GOOD             NGS
 SF0086
 SF0086                          STATION DESCRIPTION
 SF0086
 SF0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 SF0086'0.6 MI NE FROM FORT KENT.
 SF0086'0.55 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF STATE
 SF0086'HIGHWAY 11 AT FT. KENT, AT THE CROSSING OF THE BANGOR AND AROOSTOOK
 SF0086'RAILROAD, 408.0 FT. NORTHWEST ALONG THE RAILROAD FROM THE CENTER LINE
 SF0086'OF THE HIGHWAY, 29.8 FT. SOUTHWEST OF THE SOUTHWEST RAIL, IN THE
 SF0086'TOP OF A 5 BY 12-FT. ROCK LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0161 ***********************************************************************
 SF0161  DESIGNATION -  GAGING STA RM
 SF0161  PID         -  SF0161
 SF0161  STATE/COUNTY-  ME/AROOSTOOK
 SF0161  USGS QUAD   -  ALLAGASH (1986)
 SF0161
 SF0161                         *CURRENT SURVEY CONTROL
 SF0161  ___________________________________________________________________
 SF0161* NAD 83(1986)-  47 06 46.     (N)    069 05 25.     (W)     SCALED    
 SF0161* NAVD 88     -       191.012  (meters)     626.68   (feet)  ADJUSTED  
 SF0161  ___________________________________________________________________
 SF0161  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 SF0161  DYNAMIC HT  -         191.031 (meters)     626.74  (feet)  COMP
 SF0161  MODELED GRAV-     980,713.0   (mgal)                       NAVD 88
 SF0161
 SF0161  VERT ORDER  -  SECOND    CLASS II
 SF0161
 SF0161.The horizontal coordinates were scaled from a topographic map and have
 SF0161.an estimated accuracy of +/- 6 seconds.
 SF0161
 SF0161.The orthometric height was determined by differential leveling
 SF0161.and adjusted by the National Geodetic Survey in June 1991..
 SF0161
 SF0161.The geoid height was determined by GEOID03.
 SF0161
 SF0161.The dynamic height is computed by dividing the NAVD 88
 SF0161.geopotential number by the normal gravity value computed on the
 SF0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0161.degrees latitude (g = 980.6199 gals.).
 SF0161
 SF0161.The modeled gravity was interpolated from observed gravity values.
 SF0161
 SF0161;                    North         East    Units  Estimated Accuracy
 SF0161;SPC ME E     -   383,130.      255,210.      MT  (+/- 180 meters Scaled)
 SF0161
 SF0161                          SUPERSEDED SURVEY CONTROL
 SF0161
 SF0161.No superseded survey control is available for this station.
 SF0161
 SF0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN931177(NAD 83)
 SF0161_MARKER: DR = REFERENCE MARK DISK
 SF0161_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 SF0161_SP_SET: BRIDGE ABUTMENT
 SF0161_STAMPING: GAGING STA RM
 SF0161_MARK LOGO: USGS  
 SF0161_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SF0161
 SF0161  HISTORY     - Date     Condition        Report By
 SF0161  HISTORY     - 1984     MONUMENTED       USGS-M
 SF0161  HISTORY     - 1984     GOOD             USGS-M
 SF0161
 SF0161                          STATION DESCRIPTION
 SF0161
 SF0161'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1984
 SF0161'IN DICKEY.
 SF0161'IN DICKEY, NEAR THE CENTER OF ALLAGASH TWP., ON SOUTHEAST
 SF0161'END OF SW. ABUTMENT OF CONCRETE BRIDGE OVER ST. JOHN RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0993 ***********************************************************************
 QG0993  DESIGNATION -  GAGING STATION LOWS
 QG0993  PID         -  QG0993
 QG0993  STATE/COUNTY-  ME/PISCATAQUIS
 QG0993  USGS QUAD   -  SANGERVILLE (1984)
 QG0993
 QG0993                         *CURRENT SURVEY CONTROL
 QG0993  ___________________________________________________________________
 QG0993* NAD 83(1986)-  45 10 30.     (N)    069 18 53.     (W)     SCALED    
 QG0993* NAVD 88     -       109.902  (meters)     360.57   (feet)  ADJUSTED  
 QG0993  ___________________________________________________________________
 QG0993  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 QG0993  DYNAMIC HT  -         109.899 (meters)     360.56  (feet)  COMP
 QG0993  MODELED GRAV-     980,592.6   (mgal)                       NAVD 88
 QG0993
 QG0993  VERT ORDER  -  FIRST     CLASS II
 QG0993
 QG0993.The horizontal coordinates were scaled from a topographic map and have
 QG0993.an estimated accuracy of +/- 6 seconds.
 QG0993
 QG0993.The orthometric height was determined by differential leveling
 QG0993.and adjusted by the National Geodetic Survey in June 1991..
 QG0993
 QG0993.The geoid height was determined by GEOID03.
 QG0993
 QG0993.The dynamic height is computed by dividing the NAVD 88
 QG0993.geopotential number by the normal gravity value computed on the
 QG0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0993.degrees latitude (g = 980.6199 gals.).
 QG0993
 QG0993.The modeled gravity was interpolated from observed gravity values.
 QG0993
 QG0993;                    North         East    Units  Estimated Accuracy
 QG0993;SPC ME E     -   167,910.      235,960.      MT  (+/- 180 meters Scaled)
 QG0993
 QG0993                          SUPERSEDED SURVEY CONTROL
 QG0993
 QG0993.No superseded survey control is available for this station.
 QG0993
 QG0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL752024(NAD 83)
 QG0993_MARKER: DB = BENCH MARK DISK
 QG0993_SETTING: 66 = SET IN ROCK OUTCROP
 QG0993_SP_SET: ROCK OUTCROP
 QG0993_STAMPING: GAGING STATION LOWS
 QG0993_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0993+STABILITY: POSITION/ELEVATION WELL
 QG0993
 QG0993  HISTORY     - Date     Condition        Report By
 QG0993  HISTORY     - UNK      MONUMENTED       USGS
 QG0993  HISTORY     - 1978     GOOD             NGS
 QG0993
 QG0993                          STATION DESCRIPTION
 QG0993
 QG0993'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG0993'4.45 MI WEST FROM DOVER FOXCROFT.
 QG0993'4.45 MILES WEST ALONG STATE HIGHWAY 6 FROM ITS JUNCTION WITH STATE
 QG0993'HIGHWAYS 15 AND 153, 237.0 FT. SOUTH ALONG LOWS BRIDGE FROM THE
 QG0993'CENTER LINE OF THE HIGHWAY, 12.0 FT. EAST OF THE CENTER LINE OF
 QG0993'THE BRIDGE, 4.3 FT. NORTH OF THE NORTHEAST CORNER OF THE SOUTH
 QG0993'ABUTMENT OF THE BRIDGE, DISK WAS ORIGINALLY STAMPED GAGING STATION,
 QG0993'LOWS WAS ADDED TO STAMPING AT THIS TIME TO INSURE UNIQUENESS, ALSO
 QG0993'3.7 MILES EAST ALONG STATE HIGHWAY 6 FROM THE BRIDGE OVER THE
 QG0993'PISCATAQUIS RIVER IN GUILFORD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0786 ***********************************************************************
 PF0786  DESIGNATION -  GAGING STATION USGS
 PF0786  PID         -  PF0786
 PF0786  STATE/COUNTY-  ME/OXFORD
 PF0786  USGS QUAD   -  GILEAD (1970)
 PF0786
 PF0786                         *CURRENT SURVEY CONTROL
 PF0786  ___________________________________________________________________
 PF0786* NAD 83(1986)-  44 23 28.     (N)    070 58 51.     (W)     SCALED    
 PF0786* NAVD 88     -       216.823  (meters)     711.36   (feet)  ADJUSTED  
 PF0786  ___________________________________________________________________
 PF0786  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 PF0786  DYNAMIC HT  -         216.791 (meters)     711.26  (feet)  COMP
 PF0786  MODELED GRAV-     980,466.6   (mgal)                       NAVD 88
 PF0786
 PF0786  VERT ORDER  -  FIRST     CLASS II
 PF0786
 PF0786.The horizontal coordinates were scaled from a topographic map and have
 PF0786.an estimated accuracy of +/- 6 seconds.
 PF0786
 PF0786.The orthometric height was determined by differential leveling
 PF0786.and adjusted by the National Geodetic Survey in June 1991..
 PF0786
 PF0786.The geoid height was determined by GEOID03.
 PF0786
 PF0786.The dynamic height is computed by dividing the NAVD 88
 PF0786.geopotential number by the normal gravity value computed on the
 PF0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0786.degrees latitude (g = 980.6199 gals.).
 PF0786
 PF0786.The modeled gravity was interpolated from observed gravity values.
 PF0786
 PF0786;                    North         East    Units  Estimated Accuracy
 PF0786;SPC ME W     -   173,390.      835,130.      MT  (+/- 180 meters Scaled)
 PF0786
 PF0786                          SUPERSEDED SURVEY CONTROL
 PF0786
 PF0786.No superseded survey control is available for this station.
 PF0786
 PF0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK422172(NAD 83)
 PF0786_MARKER: DD = SURVEY DISK
 PF0786_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PF0786_SP_SET: BRIDGE WINGWALL
 PF0786_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0786_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PF0786+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2004
 PF0786
 PF0786  HISTORY     - Date     Condition        Report By
 PF0786  HISTORY     - UNK      MONUMENTED       USGS
 PF0786  HISTORY     - 1978     GOOD             NGS
 PF0786  HISTORY     - 20041001 GOOD             GEOCAC
 PF0786
 PF0786                          STATION DESCRIPTION
 PF0786
 PF0786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PF0786'GILEAD.
 PF0786'AT GILEAD, IN THE TOP OF THE NORTHEAST END OF THE SOUTHWEST WING WALL
 PF0786'OF THE U.S. HIGHWAY 2 CONCRETE BRIDGE OVER THE WILD RIVER, 16 FT.
 PF0786'SOUTH OF THE CENTER LINE OF THE HIGHWAY.
 PF0786'NOTE-A USGS GAGING STATION DISK WITH NO STAMPING.
 PF0786
 PF0786                          STATION RECOVERY (2004)
 PF0786
 PF0786'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 PF0786'RECOVERED IN GOOD CONDITION AT THE DESCRIBED LOCATION. JOHN K. SNYDER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0212 ***********************************************************************
 QF0212  DESIGNATION -  GAGING STATION VANCEBORO
 QF0212  PID         -  QF0212
 QF0212  STATE/COUNTY-  ME/WASHINGTON
 QF0212  USGS QUAD   -  VANCEBORO (1988)
 QF0212
 QF0212                         *CURRENT SURVEY CONTROL
 QF0212  ___________________________________________________________________
 QF0212* NAD 83(1986)-  45 34 08.     (N)    067 25 44.     (W)     SCALED    
 QF0212* NAVD 88     -       116.885  (meters)     383.48   (feet)  ADJUSTED  
 QF0212  ___________________________________________________________________
 QF0212  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 QF0212  DYNAMIC HT  -         116.885 (meters)     383.48  (feet)  COMP
 QF0212  MODELED GRAV-     980,619.9   (mgal)                       NAVD 88
 QF0212
 QF0212  VERT ORDER  -  FIRST     CLASS II
 QF0212
 QF0212.The horizontal coordinates were scaled from a topographic map and have
 QF0212.an estimated accuracy of +/- 6 seconds.
 QF0212
 QF0212.The orthometric height was determined by differential leveling
 QF0212.and adjusted by the National Geodetic Survey in June 1991..
 QF0212
 QF0212.The geoid height was determined by GEOID03.
 QF0212
 QF0212.The dynamic height is computed by dividing the NAVD 88
 QF0212.geopotential number by the normal gravity value computed on the
 QF0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0212.degrees latitude (g = 980.6199 gals.).
 QF0212
 QF0212.The modeled gravity was interpolated from observed gravity values.
 QF0212
 QF0212;                    North         East    Units  Estimated Accuracy
 QF0212;SPC ME E     -   211,920.      383,610.      MT  (+/- 180 meters Scaled)
 QF0212
 QF0212                          SUPERSEDED SURVEY CONTROL
 QF0212
 QF0212.No superseded survey control is available for this station.
 QF0212
 QF0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL225473(NAD 83)
 QF0212_MARKER: DD = SURVEY DISK
 QF0212_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QF0212_SP_SET: WINGWALL
 QF0212_STAMPING: GAGING STATION
 QF0212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QF0212
 QF0212  HISTORY     - Date     Condition        Report By
 QF0212  HISTORY     - UNK      MONUMENTED       USGS
 QF0212  HISTORY     - 1978     GOOD             NGS
 QF0212
 QF0212                          STATION DESCRIPTION
 QF0212
 QF0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0212'0.4 MI NE FROM VANCEBORO.
 QF0212'0.4 MILE NORTHEAST ALONG STATE HIGHWAY 6 FROM THE CANADIAN PACIFIC
 QF0212'RAILROAD CROSSING AT VANCEBORO, AT STATE HIGHWAY BRIDGE THAT
 QF0212'CROSSES THE ST. CROIX RIVER LEADING TO CANADA, 21.5 FEET SOUTHWEST
 QF0212'OF THE CENTER LINE OF HIGHWAY, IN THE TOP OF THE NORTHWEST END OF
 QF0212'THE WEST WINGWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0675 ***********************************************************************
 PD0675  DESIGNATION -  GANNET ROCK LH 1887
 PD0675  PID         -  PD0675
 PD0675  STATE/COUNTY-  ME/HANCOCK
 PD0675  USGS QUAD   -  
 PD0675
 PD0675                         *CURRENT SURVEY CONTROL
 PD0675  ___________________________________________________________________
 PD0675* NAD 83(1996)-  44 30 37.79107(N)    066 46 53.72924(W)     ADJUSTED  
 PD0675* NAVD 88     -                                                        
 PD0675  ___________________________________________________________________
 PD0675  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 PD0675  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 PD0675
 PD0675  HORZ ORDER  -  THIRD
 PD0675
 PD0675.The horizontal coordinates were established by classical geodetic methods
 PD0675.and adjusted by the National Geodetic Survey in March 1998..
 PD0675
 PD0675
 PD0675.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0675
 PD0675.The geoid height was determined by GEOID03.
 PD0675
 PD0675;                    North         East     Units Scale Factor Converg.
 PD0675;SPC ME E     -    95,188.561   436,626.473   MT  1.00012949   +1 12 17.5
 PD0675;UTM  19      - 4,930,968.878   676,327.660   MT  0.99998236   +1 33 20.1
 PD0675
 PD0675                          SUPERSEDED SURVEY CONTROL
 PD0675
 PD0675  NAD 83(1992)-  44 30 37.78979(N)    066 46 53.72529(W) AD(       ) 3
 PD0675  NAD 83(1986)-  44 30 37.78565(N)    066 46 53.72532(W) AD(       ) 3
 PD0675  NAD 27      -  44 30 37.48800(N)    066 46 55.88000(W) AD(       ) 3
 PD0675
 PD0675.Superseded values are not recommended for survey control.
 PD0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0675.See file dsdata.txt to determine how the superseded data were derived.
 PD0675
 PD0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK7632830969(NAD 83)
 PD0675_MARKER: 13 = LIGHTHOUSE
 PD0675
 PD0675  HISTORY     - Date     Condition        Report By
 PD0675  HISTORY     - 1887     FIRST OBSERVED   IBC
 PD0675
 PD0675                          STATION DESCRIPTION
 PD0675
 PD0675'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0121 ***********************************************************************
 PD0121  DESIGNATION -  GAR MIT
 PD0121  PID         -  PD0121
 PD0121  STATE/COUNTY-  ME/WASHINGTON
 PD0121  USGS QUAD   -  MACHIAS (1977)
 PD0121
 PD0121                         *CURRENT SURVEY CONTROL
 PD0121  ___________________________________________________________________
 PD0121* NAD 83(1986)-  44 43 07.     (N)    067 27 56.     (W)     SCALED    
 PD0121* NAVD 88     -        22.080  (meters)      72.44   (feet)  ADJUSTED  
 PD0121  ___________________________________________________________________
 PD0121  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 PD0121  DYNAMIC HT  -          22.079 (meters)      72.44  (feet)  COMP
 PD0121  MODELED GRAV-     980,589.4   (mgal)                       NAVD 88
 PD0121
 PD0121  VERT ORDER  -  FIRST     CLASS I
 PD0121
 PD0121.The horizontal coordinates were scaled from a topographic map and have
 PD0121.an estimated accuracy of +/- 6 seconds.
 PD0121
 PD0121.The orthometric height was determined by differential leveling
 PD0121.and adjusted by the National Geodetic Survey in June 1991..
 PD0121
 PD0121.The geoid height was determined by GEOID03.
 PD0121
 PD0121.The dynamic height is computed by dividing the NAVD 88
 PD0121.geopotential number by the normal gravity value computed on the
 PD0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0121.degrees latitude (g = 980.6199 gals.).
 PD0121
 PD0121.The modeled gravity was interpolated from observed gravity values.
 PD0121
 PD0121;                    North         East    Units  Estimated Accuracy
 PD0121;SPC ME E     -   117,400.      381,950.      MT  (+/- 180 meters Scaled)
 PD0121
 PD0121                          SUPERSEDED SURVEY CONTROL
 PD0121
 PD0121  NGVD 29 (??/??/92)   22.290  (m)           73.13   (f) ADJ UNCH    1 1
 PD0121
 PD0121.Superseded values are not recommended for survey control.
 PD0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0121.See file dsdata.txt to determine how the superseded data were derived.
 PD0121
 PD0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK215528(NAD 83)
 PD0121_MARKER: DB = BENCH MARK DISK
 PD0121_SETTING: 66 = SET IN ROCK OUTCROP
 PD0121_SP_SET: ROCK OUTCROP
 PD0121_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0121+STABILITY: POSITION/ELEVATION WELL
 PD0121
 PD0121  HISTORY     - Date     Condition        Report By
 PD0121  HISTORY     - UNK      MONUMENTED       MIT
 PD0121  HISTORY     - 1966     GOOD             NGS
 PD0121  HISTORY     - 1978     GOOD             DMA
 PD0121
 PD0121                          STATION DESCRIPTION
 PD0121
 PD0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PD0121'0.6 MI W FROM MACHIAS.
 PD0121'0.6 MILE WEST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PD0121'STATION AT MACHIAS, 690 FEET WEST OF THE CROSSING OF STATE
 PD0121'HIGHWAY 192, 18.0 FEET SOUTH OF THE SOUTH RAIL, ABOUT 1 FOOT
 PD0121'ABOVE THE LEVEL OF THE TRACK, AND SET IN THE TOP OF THE WEST
 PD0121'EDGE OF A 3-BY-9-FOOT ROCK OUTCROP THAT IS FLUSH WITH THE
 PD0121'GROUND.
 PD0121
 PD0121                          STATION RECOVERY (1978)
 PD0121
 PD0121'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PD0121'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0036 ***********************************************************************
 PE0036  DESIGNATION -  GARAGE
 PE0036  PID         -  PE0036
 PE0036  STATE/COUNTY-  ME/HANCOCK
 PE0036  USGS QUAD   -  ELLSWORTH (1981)
 PE0036
 PE0036                         *CURRENT SURVEY CONTROL
 PE0036  ___________________________________________________________________
 PE0036* NAD 83(1996)-  44 33 02.21890(N)    068 23 31.80524(W)     ADJUSTED  
 PE0036* NAVD 88     -        66.821  (meters)     219.23   (feet)  ADJUSTED  
 PE0036  ___________________________________________________________________
 PE0036  LAPLACE CORR-           5.12  (seconds)                    DEFLEC99
 PE0036  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 PE0036  DYNAMIC HT  -          66.818 (meters)     219.22  (feet)  COMP
 PE0036  MODELED GRAV-     980,563.6   (mgal)                       NAVD 88
 PE0036
 PE0036  HORZ ORDER  -  SECOND
 PE0036  VERT ORDER  -  FIRST     CLASS I
 PE0036
 PE0036.The horizontal coordinates were established by classical geodetic methods
 PE0036.and adjusted by the National Geodetic Survey in March 1998..
 PE0036
 PE0036.The orthometric height was determined by differential leveling
 PE0036.and adjusted by the National Geodetic Survey in June 1991..
 PE0036
 PE0036.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE0036
 PE0036.The geoid height was determined by GEOID03.
 PE0036
 PE0036.The dynamic height is computed by dividing the NAVD 88
 PE0036.geopotential number by the normal gravity value computed on the
 PE0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0036.degrees latitude (g = 980.6199 gals.).
 PE0036
 PE0036.The modeled gravity was interpolated from observed gravity values.
 PE0036
 PE0036;                    North         East     Units Scale Factor Converg.
 PE0036;SPC ME E     -    98,215.342   308,567.542   MT  0.99990090   +0 04 32.3
 PE0036;UTM  19      - 4,933,211.207   548,279.457   MT  0.99962866   +0 25 35.1
 PE0036
 PE0036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE0036!SPC ME E     -   0.99999336  x   0.99990090  =   0.99989426
 PE0036!UTM  19      -   0.99999336  x   0.99962866  =   0.99962203
 PE0036
 PE0036|---------------------------------------------------------------------|
 PE0036| PID    Reference Object                     Distance      Geod. Az  |
 PE0036|                                                           dddmmss.s |
 PE0036| PE0037 GARAGE RM 1                           5.701 METERS 08526     |
 PE0036| PE1745 ELLSWORTH ST HWY COMM RAD MAST      APPROX. 2.4 KM 2085528.0 |
 PE0036| PE1952 SURRY RAD STA WDEA NE MAST          APPROX.11.1 KM 2131629.1 |
 PE0036| PE1746 ELLSWORTH                           APPROX. 4.2 KM 2525057.6 |
 PE0036| PE0039 GARAGE AZ MK                                       2582502.2 |
 PE0036| PE2150 ELLSWORTH FAA MICROWAVE MAST        APPROX. 9.5 KM 2664735.5 |
 PE0036| PE0038 GARAGE RM 2                          23.629 METERS 35028     |
 PE0036|---------------------------------------------------------------------|
 PE0036
 PE0036                          SUPERSEDED SURVEY CONTROL
 PE0036
 PE0036  NAD 83(1992)-  44 33 02.19931(N)    068 23 31.79617(W) AD(       ) 2
 PE0036  NAD 83(1986)-  44 33 02.19791(N)    068 23 31.79881(W) AD(       ) 2
 PE0036  NAD 27      -  44 33 01.91138(N)    068 23 33.74483(W) AD(       ) 2
 PE0036  NGVD 29 (??/??/92)   67.011  (m)          219.85   (f) ADJ UNCH    1 1
 PE0036
 PE0036.Superseded values are not recommended for survey control.
 PE0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0036.See file dsdata.txt to determine how the superseded data were derived.
 PE0036
 PE0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK4827933211(NAD 83)
 PE0036_MARKER: DS = TRIANGULATION STATION DISK
 PE0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0036_STAMPING: GARAGE 1960
 PE0036_MARK LOGO: CGS   
 PE0036_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 PE0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0036+STABILITY: SURFACE MOTION
 PE0036
 PE0036  HISTORY     - Date     Condition        Report By
 PE0036  HISTORY     - 1960     MONUMENTED       CGS
 PE0036  HISTORY     - 1966     GOOD             NGS
 PE0036  HISTORY     - 1968     GOOD             CGS
 PE0036  HISTORY     - 1971     GOOD             NGS
 PE0036  HISTORY     - 1975     SEE DESCRIPTION  LOCENG
 PE0036  HISTORY     - 1978     MARK NOT FOUND   DMA
 PE0036  HISTORY     - 1980     GOOD             NGS
 PE0036  HISTORY     - 19800101 GOOD             NGS
 PE0036
 PE0036                          STATION DESCRIPTION
 PE0036
 PE0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HRL)
 PE0036'STATION IS LOCATED ON THE SOUTH SLOPE OF A HILL ABOUT 1-1/2 MILES
 PE0036'NORTHEAST OF THE BUSINESS CENTER OF ELLSWORTH AND ON CITY
 PE0036'PROPERTY.  STATION, A STANDARD DISK SET IN A 12X12 INCH CONCRETE
 PE0036'MONUMENT AND STAMPED GARAGE 1960 IS 94 FEET SOUTHEAST OF THE
 PE0036'SOUTHEAST CORNER OF THE CITY GARAGE, 38 FEET NORTHWEST OF
 PE0036'POWERLINE POLE NO. 45 AND 43-1/2 FEET NORTH OF THE APPROXIMATE
 PE0036'CENTERLINE OF EAST MAIN STREET.  THE MARK PROJECTS 1 INCH.
 PE0036'
 PE0036'TO REACH FROM THE POST OFFICE IN ELLSWORTH, GO EAST ON MAIN
 PE0036'STREET FOR 0.25 MILE TO TRAFFIC LIGHT.  CONTINUE EAST ON EAST
 PE0036'MAIN STREET FOR 0.85 MILE TO AZIMUTH MARK ON LEFT (NORTH) SIDE
 PE0036'OF ROAD.  CONTINUE EAST ON EAST MAIN STREET FOR 0.7 MILE TO
 PE0036'STATION ON LEFT AS DESCRIBED.
 PE0036'
 PE0036'REFERENCE MARK NO. 1, A STANDARD DISK SET IN A 12X12 INCH
 PE0036'CONCRETE MONUMENT AND STAMPED GARAGE NO 1 1960 IS 33 FEET NORTH
 PE0036'OF POWERLINE POLE NO. 5 AND 48 FEET NORTH OF THE APPROXIMATE
 PE0036'CENTERLINE OF EAST MAIN STREET.  THE MARK PROJECTS 4 INCHES.
 PE0036'
 PE0036'REFERENCE MARK NO. 2, A STANDARD DISK SET IN A 12X12 INCH
 PE0036'CONCRETE MONUMENT AND STAMPED GARAGE NO 2 1960 IS 1 FOOT SOUTH OF
 PE0036'FENCELINE, 1.8 FEET NORTH OF GATE POST AND 52 FEET NORTHEAST OF
 PE0036'THE SOUTHEAST CORNER OF GARAGE.  THE MARK PROJECTS 4 INCHES.
 PE0036'
 PE0036'AZIMUTH MARK, A STANDARD DISK SET IN A 12X12 INCH CONCRETE
 PE0036'MONUMENT AND STAMPED GARAGE 1960 IS 21 FEET NORTH OF THE
 PE0036'APPROXIMATE CENTERLINE OF EAST MAIN STREET AND 4-1/2 FEET
 PE0036'NORTHEAST OF POWERLINE POLE NO. 41 EN 047.
 PE0036'
 PE0036'HEIGHT OF LIGHT ABOVE STATION MARK 1.39 METERS.
 PE0036
 PE0036                          STATION RECOVERY (1966)
 PE0036
 PE0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 PE0036'2.4 MI NE FROM ELLSWORTH.
 PE0036'ABOUT 2.1 MILES NORTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM
 PE0036'THE OLD BRICK STATION AT ELLSWORTH, THENCE 0.25 MILE WEST ALONG
 PE0036'EAST MAIN STREET, ALSO ABOUT 1.4 MILES EAST ALONG EAST MAIN
 PE0036'STREET FROM THE CROSSING OF THE MAINE CENTRAL RAILROAD AT
 PE0036'ELLSWORTH, 94.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 PE0036'ELLSWORTH CITY GARAGE, 45 FEET NORTH OF THE CENTER LINE OF THE
 PE0036'STREET, 32 FEET SOUTH OF THE CENTER LINE OF A GRAVELED DRIVE,
 PE0036'19.7 FEET WEST OF A METAL WITNESS POST, ABOUT 4 FEET ABOVE THE
 PE0036'LEVEL OF THE GRAVELED DRIVE, AND SET IN THE TOP OF A CONCRETE
 PE0036'POST 0.2 FOOT UNDERGROUND.
 PE0036
 PE0036                          STATION RECOVERY (1968)
 PE0036
 PE0036'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NCS)
 PE0036'STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 PE0036'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1960.  STATION MARK
 PE0036'IS 3 INCHES BELOW THE SURFACE OF THE GROUND AND 19.7 FEET WEST OF
 PE0036'A METAL WITNESS POST, IN AN AREA USED FOR SCHOOL-BUS PARKING.
 PE0036'
 PE0036'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PE0036'1.5 MILES NORTHEAST OF ELLSWORTH.
 PE0036
 PE0036                          STATION RECOVERY (1971)
 PE0036
 PE0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 PE0036'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  THE
 PE0036'FORMERLY-BRUSHY AREA HAS BEEN CONVERTED INTO A HILLSIDE PARKING
 PE0036'AREA FOR BUSES, AND THE STATION MARK IS NOW BENEATH GRAVEL
 PE0036'SURFACE.  DISTANCES AND ANGLES TO BOTH REFERENCE MARKS CHECKED
 PE0036'VERY CLOSELY.  A COMPLETE DESCRIPTION FOLLOWS--
 PE0036'
 PE0036'STATION IS LOCATED AT THE ELLSWORTH CITY BUS GARAGE, ALONG THE
 PE0036'NORTH SIDE OF EAST MAIN STREET, ON A SLOPING, GRAVELED, PARKING
 PE0036'AREA.
 PE0036'
 PE0036'TO REACH STATION FROM THE POST OFFICE IN ELLSWORTH, GO EAST ON
 PE0036'MAIN ST. FOR 0.25 MILE TO TRAFFIC LIGHT.  CONTINUE AHEAD ON MAIN
 PE0036'ST. FOR 0.85 MILE TO AZIMUTH MARK ON LEFT.  CONTINUE AHEAD ON
 PE0036'EAST MAIN ST. FOR 0.7 MILE TO BUS GARAGE ON LEFT, AND STATION.
 PE0036'
 PE0036'STATION MARK IS A STANDARD DISK STAMPED GARAGE 1960, SET IN THE
 PE0036'TOP OF A CONCRETE MONUMENT 2 INCHES BELOW GRAVEL SURFACE.  IT IS
 PE0036'94.4 FEET SOUTHEAST OF SOUTHEAST CORNER OF THE GARAGE, 44 FEET
 PE0036'NORTH OF CENTER LINE OF HIGHWAY, AND 38 FEET NORTHWEST OF POWER
 PE0036'POLE NO. 46.
 PE0036'
 PE0036'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED GARAGE NO
 PE0036'1 1960, SET IN THE TOP OF A 10-INCH-SQUARE, CONCRETE MONUMENT
 PE0036'PROJECTING 1 INCH FROM GROUND, ON THE SLOPING GRAVELED PARKING
 PE0036'AREA, 30 FEET NORTH-NORTHWEST OF POWER POLE NO. 46, 47 FEET NORTH
 PE0036'OF CENTER LINE OF HIGHWAY AND ABOUT 2 FEET HIGHER THAN STATION
 PE0036'MARK.
 PE0036'
 PE0036'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED GARAGE NO
 PE0036'2 1960, SET IN THE TOP OF A 10-INCH-SQUARE, CONCRETE MONUMENT
 PE0036'PROJECTING 1 INCH FROM GROUND.  IT IS 1-1/2 FEET SOUTHEAST OF
 PE0036'THE EAST GATEPOST AT ENTRANCE TO GRAVEL PIT AND 49.6 FEET EAST OF
 PE0036'EAST END OF THE GARAGE.
 PE0036'
 PE0036'AZIMUTH MARK IS A STANDARD DISK STAMPED GARAGE 1960, SET IN THE
 PE0036'TOP OF A 10-INCH-SQUARE, CONCRETE MONUMENT PROJECTING 4 INCHES
 PE0036'FROM GROUND.  19 FEET NORTH OF CENTER LINE OF HIGHWAY, 5 FEET
 PE0036'NORTHEAST OF POWER POLE (NEW) NO. 4-40, 63 FEET EAST OF CENTER
 PE0036'LINE OF DRIVEWAY TO R.M. HISLERS HOUSE, AND 2 FEET WEST OF A
 PE0036'METAL WITNESS POST.
 PE0036'
 PE0036'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PE0036'1-1/2 MILES NE OF ELLSWORTH.
 PE0036
 PE0036                          STATION RECOVERY (1975)
 PE0036
 PE0036'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975 (ACK)
 PE0036'DESTROYED
 PE0036'
 PE0036'STATION MONUMENT, AND BOTH REFERENCE MONUMENTS DESTROYED BY
 PE0036'GRADING.  TWO MONUMENTS WERE FOUND, BOTH BROKEN.  POSITION VERY
 PE0036'DOUBTFUL.  NO SEARCH WAS MADE FOR AZIMUTH MARK.
 PE0036
 PE0036                          STATION RECOVERY (1978)
 PE0036
 PE0036'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PE0036'NOT RECOVERED MAY BE DESTROYED AS AN ADDITION HAS BEEN BUILT TO GARAGE
 PE0036'AND A BUS PARKING AREA SURFACED.
 PE0036
 PE0036                          STATION RECOVERY (1980)
 PE0036
 PE0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 PE0036'THE STATION MARK AND AZIMUTH MARK WERE RECOVERED IN GOOD
 PE0036'CONDITION.  REFERENCE MARKS 1 AND 2 HAD BEEN DESTROYED.  REFERENCE
 PE0036'MARK 3 WAS SET IN THE SAME POST REFERENCE MARK 1 WAS IN.  REFERENCE
 PE0036'MARK 4 WAS ALSO ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 PE0036'
 PE0036'THE STATION IS LOCATED AT THE ELLSWORTH CITY BUS GARAGE ON A SLOPING
 PE0036'GRAVELED PARKING AREA.
 PE0036'
 PE0036'TO REACH THE STATION FROM THE ELLSWORTH POST OFFICE, GO EAST ON MAIN
 PE0036'STREET FOR 0.1 MILE TO A CROSS STREET.  CONTINUE EAST ON EAST MAIN
 PE0036'STREET FOR 0.8 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE EAST ON
 PE0036'EAST MAIN STREET FOR 0.7 MILE TO THE ELLSWORTH CITY GARAGE AND THE
 PE0036'STATION ON THE LEFT.
 PE0036'
 PE0036'THE STATION MARK STAMPED---GARAGE 1960---IS A STANDARD DISK SET IN
 PE0036'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS 3 INCHES
 PE0036'UNDERGROUND.  IT IS 58 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 PE0036'GARAGE, 44.5 FEET NORTH OF THE CENTER OF THE ROAD AND 38.5 FEET
 PE0036'NORTHWEST OF POWERLINE POLE NUMBER 56.
 PE0036'
 PE0036'REFERENCE MARK 3 STAMPED---GARAGE 1960 NO 3 1980---IS A STANDARD DISK
 PE0036'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS 2 INCHES
 PE0036'UNDERGROUND.  IT IS 67.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 PE0036'GARAGE, 49 FEET NORTH OF THE CENTER OF THE ROAD AND 30.5 FEET
 PE0036'NORTH-NORTHWEST OF POWERLINE POLE NUMBER 56.
 PE0036'
 PE0036'REFERENCE MARK 4 STAMPED---GARAGE 1960 NO 4 1980---IS A STANDARD DISK
 PE0036'CEMENTED IN A DRILL HOLE IN THE CONCRETE FLOOR OF THE GARAGE.  IT IS
 PE0036'91 FEET NORTH OF THE CENTER OF THE ROAD AND 17.5 FEET WEST OF THE
 PE0036'SOUTHEAST CORNER OF THE GARAGE.
 PE0036'
 PE0036'THE AZIMUTH MARK STAMPED---GARAGE 1960---IS A STANDARD DISK SET IN
 PE0036'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4
 PE0036'INCHES.  IT IS 61 FEET EAST OF THE CENTER OF A DRIVEWAY, 19 FEET NORTH
 PE0036'OF THE CENTER OF THE ROAD, 5.5 FEET EAST OF POWERLINE POLE NUMBER 41
 PE0036'AND 1-FOOT SOUTH OF A METAL WITNESS POST.
 PE0036
 PE0036                          STATION RECOVERY (1980)
 PE0036
 PE0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 PE0036'THE STATION MARK AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 PE0036'REFERENCE MARKS 1 AND 2 HAD BEEN DESTROYED.  REFERENCE MARK 3 WAS SET
 PE0036'IN THE SAME POST REFERENCE MARK 1 WAS IN.  REFERENCE MARK 4 WAS ALSO
 PE0036'ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 PE0036' 
 PE0036'THE STATION IS LOCATED AT THE ELLSWORTH CITY BUS GARAGE ON A SLOPING
 PE0036'GRAVELED PARKING AREA.  TO REACH THE STATION FROM THE ELLSWORTH POST
 PE0036'OFFICE, GO EAST ON MAIN STREET FOR 0.1 MI (0.2 KM) TO A CROSS STREET.
 PE0036'CONTINUE EAST ON EAST MAIN STREET FOR 0.8 MI (1.3 KM) TO THE AZIMUTH
 PE0036'MARK ON THE LEFT.  CONTINUE EAST ON EAST MAIN STREET FOR 0.7 MI (1.1
 PE0036'KM) TO THE ELLSWORTH CITY GARAGE AND THE STATION ON THE LEFT.
 PE0036' 
 PE0036'THE STATION MARK STAMPED--GARAGE 1960--, IS A STANDARD DISK SET IN THE
 PE0036'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS 3 INCHES
 PE0036'UNDERGROUND.  IT IS 58 FT (17.7 M) SOUTHEAST OF THE SOUTHEAST CORNER
 PE0036'OF THE GARAGE, 44.5 FT (13.6 M) NORTH OF THE CENTER OF THE ROAD AND
 PE0036'38.5 FT (11.7 M) NORTHWEST OF POWERLINE POLE NUMBER 56.  REFERENCE
 PE0036'MARK 3 STAMPED--GARAGE 1960 NO 3 1980--, IS A STANDARD DISK SET IN THE
 PE0036'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS 2 INCHES
 PE0036'UNDERGROUND.  IT IS 67.5 FT (20.6 M) SOUTHEAST OF THE SOUTHEAST CORNER
 PE0036'OF THE GARAGE, 49 FT (14.9 M) NORTH OF THE CENTER OF THE ROAD AND 30.5
 PE0036'FT (9.3 M) NORTH NORTHWEST OF POWERLINE POLE NUMBER 56. REFERENCE MARK
 PE0036'4 STAMPED--GARAGE 1960 NO 4 1980--, IS A STANDARD DISK CEMENTED IN A
 PE0036'DRILL HOLE IN THE CONCRETE FLOOR OF THE GARAGE.  IT IS 91 FT (27.7 M)
 PE0036'NORTH OF THE CENTER OF THE ROAD AND 17.5 FT (5.3 M) WEST OF THE
 PE0036'SOUTHEAST CORNER OF THE GARAGE.  THE AZIMUTH MARK STAMPED--GARAGE
 PE0036'1960--, IS A STANDARD DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 PE0036'MONUMENT THAT PROJECTS 4 INCHES.  IT IS 61 FT (18.6 M) EAST OF THE
 PE0036'CENTER OF A DRIVEWAY, 19 FT (5.8 M) NORTH OF THE CENTER OF THE ROAD,
 PE0036'5.5 FT (1.7 M) EAST OF POWERLINE POLE NUMBER 41 AND 1 FT (0.3 M) SOUTH
 PE0036'OF A METAL WITNESS POST.  DESCRIBED BY ALFRED BAUGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0039 ***********************************************************************
 PE0039  DESIGNATION -  GARAGE AZ MK
 PE0039  PID         -  PE0039
 PE0039  STATE/COUNTY-  ME/HANCOCK
 PE0039  USGS QUAD   -  ELLSWORTH (1981)
 PE0039
 PE0039                         *CURRENT SURVEY CONTROL
 PE0039  ___________________________________________________________________
 PE0039* NAD 83(1986)-  44 33 00.     (N)    068 24 18.     (W)     SCALED    
 PE0039* NAVD 88     -        51.359  (meters)     168.50   (feet)  ADJUSTED  
 PE0039  ___________________________________________________________________
 PE0039  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 PE0039  DYNAMIC HT  -          51.356 (meters)     168.49  (feet)  COMP
 PE0039  MODELED GRAV-     980,564.7   (mgal)                       NAVD 88
 PE0039  OBS GRAVITY -     980,560.7   (mgal)                       GRAV_OBS
 PE0039
 PE0039  VERT ORDER  -  FIRST     CLASS I
 PE0039
 PE0039.The horizontal coordinates were scaled from a topographic map and have
 PE0039.an estimated accuracy of +/- 6 seconds.
 PE0039
 PE0039.The orthometric height was determined by differential leveling
 PE0039.and adjusted by the National Geodetic Survey in June 1991..
 PE0039
 PE0039.The geoid height was determined by GEOID03.
 PE0039
 PE0039.The dynamic height is computed by dividing the NAVD 88
 PE0039.geopotential number by the normal gravity value computed on the
 PE0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0039.degrees latitude (g = 980.6199 gals.).
 PE0039
 PE0039.The modeled gravity was interpolated from observed gravity values.
 PE0039.The observed gravity was obtained from relative gravimeter ties
 PE0039.to the IGSN71 gravity network.
 PE0039
 PE0039;                    North         East    Units  Estimated Accuracy
 PE0039;SPC ME E     -    98,150.      307,550.      MT  (+/- 180 meters Scaled)
 PE0039
 PE0039                          SUPERSEDED SURVEY CONTROL
 PE0039
 PE0039  NGVD 29 (??/??/92)   51.549  (m)          169.12   (f) ADJ UNCH    1 1
 PE0039
 PE0039.Superseded values are not recommended for survey control.
 PE0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0039.See file dsdata.txt to determine how the superseded data were derived.
 PE0039
 PE0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK472331(NAD 83)
 PE0039_MARKER: DZ = AZIMUTH MARK DISK
 PE0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0039_STAMPING: GARAGE 1960
 PE0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0039+STABILITY: SURFACE MOTION
 PE0039
 PE0039  HISTORY     - Date     Condition        Report By
 PE0039  HISTORY     - 1960     MONUMENTED       CGS
 PE0039  HISTORY     - 1966     GOOD             NGS
 PE0039  HISTORY     - 1978     GOOD             DMA
 PE0039
 PE0039                          STATION DESCRIPTION
 PE0039
 PE0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0039'0.7 MI E FROM ELLSWORTH.
 PE0039'ABOUT 0.7 MILE EAST ALONG EAST MAIN STREET FROM THE CROSSING OF
 PE0039'THE MAINE CENTRAL RAILROAD AT ELLSWORTH, ABOUT 0.7 MILE WEST OF
 PE0039'ELLSWORTH CITY GARAGE, 67 FEET NORTHEAST OF THE CENTER OF THE
 PE0039'JUNCTION OF A DRIVE NORTH, 82.5 FEET SOUTHEAST OF THE SOUTHEAST
 PE0039'CORNER OF A HOUSE, 18.0 FEET NORTH OF THE CENTER LINE OF THE
 PE0039'STREET, 4 1/2 FEET NORTHEAST OF POWER POLE 34-41, ABOUT LEVEL
 PE0039'WITH THE STREET, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PE0039'0.3 FOOT.
 PE0039
 PE0039                          STATION RECOVERY (1978)
 PE0039
 PE0039'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PE0039'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0037 ***********************************************************************
 PE0037  DESIGNATION -  GARAGE RM 1
 PE0037  PID         -  PE0037
 PE0037  STATE/COUNTY-  ME/HANCOCK
 PE0037  USGS QUAD   -  ELLSWORTH (1981)
 PE0037
 PE0037                         *CURRENT SURVEY CONTROL
 PE0037  ___________________________________________________________________
 PE0037* NAD 83(1986)-  44 33 01.     (N)    068 23 31.     (W)     SCALED    
 PE0037* NAVD 88     -        67.356  (meters)     220.98   (feet)  ADJUSTED  
 PE0037  ___________________________________________________________________
 PE0037  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 PE0037  DYNAMIC HT  -          67.352 (meters)     220.97  (feet)  COMP
 PE0037  MODELED GRAV-     980,563.6   (mgal)                       NAVD 88
 PE0037
 PE0037  VERT ORDER  -  FIRST     CLASS I
 PE0037
 PE0037.The horizontal coordinates were scaled from a topographic map and have
 PE0037.an estimated accuracy of +/- 6 seconds.
 PE0037
 PE0037.The orthometric height was determined by differential leveling
 PE0037.and adjusted by the National Geodetic Survey in June 1991..
 PE0037
 PE0037.The geoid height was determined by GEOID03.
 PE0037
 PE0037.The dynamic height is computed by dividing the NAVD 88
 PE0037.geopotential number by the normal gravity value computed on the
 PE0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0037.degrees latitude (g = 980.6199 gals.).
 PE0037
 PE0037.The modeled gravity was interpolated from observed gravity values.
 PE0037
 PE0037;                    North         East    Units  Estimated Accuracy
 PE0037;SPC ME E     -    98,180.      308,590.      MT  (+/- 180 meters Scaled)
 PE0037
 PE0037                          SUPERSEDED SURVEY CONTROL
 PE0037
 PE0037  NGVD 29 (??/??/92)   67.546  (m)          221.61   (f) ADJ UNCH    1 1
 PE0037
 PE0037.Superseded values are not recommended for survey control.
 PE0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0037.See file dsdata.txt to determine how the superseded data were derived.
 PE0037
 PE0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK482331(NAD 83)
 PE0037_MARKER: DR = REFERENCE MARK DISK
 PE0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0037_STAMPING: GARAGE NO 1 1960
 PE0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0037+STABILITY: SURFACE MOTION
 PE0037
 PE0037  HISTORY     - Date     Condition        Report By
 PE0037  HISTORY     - 1960     MONUMENTED       CGS
 PE0037  HISTORY     - 1966     GOOD             NGS
 PE0037  HISTORY     - 1978     MARK NOT FOUND   DMA
 PE0037
 PE0037                          STATION DESCRIPTION
 PE0037
 PE0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0037'1.4 MI E FROM ELLSWORTH.
 PE0037'ABOUT 1.4 MILES EAST ALONG EAST MAIN STREET FROM THE CROSSING
 PE0037'OF MAINE CENTRAL RAILROAD AT ELLSWORTH, ABOUT 0.25 MILE WEST
 PE0037'OF THE CROSSING OF THE MAINE CENTRAL RAILROAD, 107 FEET SOUTHEAST
 PE0037'OF THE SOUTHEAST CORNER OF ELLSWORTH CITY GARAGE, 48 FEET NORTH
 PE0037'OF THE CENTER LINE OF THE STREET, 30 FEET SOUTH OF THE CENTER
 PE0037'LINE OF A GRAVELED ROAD, 18.8 FEET EAST-NORTHEAST OF TRIANGULATION
 PE0037'STATION GARAGE DESCRIBED, 1.0 FOOT WEST OF A METAL WITNESS POST,
 PE0037'AND 5 FEET ABOVE THE LEVEL OF THE STREET, AND SET IN THE TOP OF A
 PE0037'CONCRETE POST 0.5 FOOT UNDERGROUND.
 PE0037
 PE0037                          STATION RECOVERY (1978)
 PE0037
 PE0037'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PE0037'NOT RECOVERED MAY BE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0038 ***********************************************************************
 PE0038  DESIGNATION -  GARAGE RM 2
 PE0038  PID         -  PE0038
 PE0038  STATE/COUNTY-  ME/HANCOCK
 PE0038  USGS QUAD   -  ELLSWORTH (1981)
 PE0038
 PE0038                         *CURRENT SURVEY CONTROL
 PE0038  ___________________________________________________________________
 PE0038* NAD 83(1986)-  44 33 01.     (N)    068 23 31.     (W)     SCALED    
 PE0038* NAVD 88     -        66.354  (meters)     217.70   (feet)  ADJUSTED  
 PE0038  ___________________________________________________________________
 PE0038  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 PE0038  DYNAMIC HT  -          66.351 (meters)     217.69  (feet)  COMP
 PE0038  MODELED GRAV-     980,563.6   (mgal)                       NAVD 88
 PE0038
 PE0038  VERT ORDER  -  FIRST     CLASS I
 PE0038
 PE0038.The horizontal coordinates were scaled from a topographic map and have
 PE0038.an estimated accuracy of +/- 6 seconds.
 PE0038
 PE0038.The orthometric height was determined by differential leveling
 PE0038.and adjusted by the National Geodetic Survey in June 1991..
 PE0038
 PE0038.The geoid height was determined by GEOID03.
 PE0038
 PE0038.The dynamic height is computed by dividing the NAVD 88
 PE0038.geopotential number by the normal gravity value computed on the
 PE0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0038.degrees latitude (g = 980.6199 gals.).
 PE0038
 PE0038.The modeled gravity was interpolated from observed gravity values.
 PE0038
 PE0038;                    North         East    Units  Estimated Accuracy
 PE0038;SPC ME E     -    98,180.      308,590.      MT  (+/- 180 meters Scaled)
 PE0038
 PE0038                          SUPERSEDED SURVEY CONTROL
 PE0038
 PE0038  NGVD 29 (??/??/92)   66.544  (m)          218.32   (f) ADJ UNCH    1 1
 PE0038
 PE0038.Superseded values are not recommended for survey control.
 PE0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0038.See file dsdata.txt to determine how the superseded data were derived.
 PE0038
 PE0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK482331(NAD 83)
 PE0038_MARKER: DR = REFERENCE MARK DISK
 PE0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0038_STAMPING: GARAGE NO 2 1960
 PE0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0038+STABILITY: SURFACE MOTION
 PE0038
 PE0038  HISTORY     - Date     Condition        Report By
 PE0038  HISTORY     - 1960     MONUMENTED       CGS
 PE0038  HISTORY     - 1966     GOOD             NGS
 PE0038  HISTORY     - 1978     MARK NOT FOUND   DMA
 PE0038
 PE0038                          STATION DESCRIPTION
 PE0038
 PE0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0038'1.4 MI E FROM ELLSWORTH.
 PE0038'ABOUT 1.4 MILES EAST ALONG EAST MAIN STREET FROM THE CROSSING
 PE0038'OF THE MAINE CENTRAL RAILROAD AT ELLSWORTH, ABOUT 0.25 MILE WEST
 PE0038'OF THE CROSSING OF THE MAINE CENTRAL RAILROAD, NEAR A METAL GATE
 PE0038'ACROSS A ROAD LEADING TO A GRAVEL PIT, 118 FEET NORTH OF THE
 PE0038'CENTER LINE OF THE STREET, 51.5 FEET NORTHEAST OF THE SOUTHEAST
 PE0038'CORNER OF ELLSWORTH CITY GARAGE, 11 FEET EAST OF THE CENTER LINE
 PE0038'OF THE ROAD TO PIT, 1 1/2 FEET SOUTH OF A METAL FENCE, 77.5 FEET
 PE0038'NORTHWEST OF TRIANGULATION STATION GARAGE DESCRIBED, ABOUT
 PE0038'LEVEL WITH DRIVE TO PIT, AND SET IN THE TOP OF A CONCRETE POST
 PE0038'PROJECTING 0.2 FOOT.
 PE0038
 PE0038                          STATION RECOVERY (1978)
 PE0038
 PE0038'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PE0038'NOT RECOVERED MAY BE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1400 ***********************************************************************
 PE1400  DESIGNATION -  GARD
 PE1400  PID         -  PE1400
 PE1400  STATE/COUNTY-  ME/KENNEBEC
 PE1400  USGS QUAD   -  GARDINER (1991)
 PE1400
 PE1400                         *CURRENT SURVEY CONTROL
 PE1400  ___________________________________________________________________
 PE1400* NAD 83(1996)-  44 10 51.89995(N)    069 49 33.85747(W)     ADJUSTED  
 PE1400* NAVD 88     -       121.703  (meters)     399.29   (feet)  ADJUSTED  
 PE1400  ___________________________________________________________________
 PE1400  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 PE1400  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 PE1400  DYNAMIC HT  -         121.690 (meters)     399.24  (feet)  COMP
 PE1400  MODELED GRAV-     980,512.9   (mgal)                       NAVD 88
 PE1400
 PE1400  HORZ ORDER  -  SECOND
 PE1400  VERT ORDER  -  SECOND    CLASS I
 PE1400
 PE1400.The horizontal coordinates were established by classical geodetic methods
 PE1400.and adjusted by the National Geodetic Survey in March 1998..
 PE1400
 PE1400.The orthometric height was determined by differential leveling
 PE1400.and adjusted by the National Geodetic Survey in June 1991..
 PE1400
 PE1400.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1400
 PE1400.The geoid height was determined by GEOID03.
 PE1400
 PE1400.The dynamic height is computed by dividing the NAVD 88
 PE1400.geopotential number by the normal gravity value computed on the
 PE1400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1400.degrees latitude (g = 980.6199 gals.).
 PE1400
 PE1400.The modeled gravity was interpolated from observed gravity values.
 PE1400
 PE1400;                    North         East     Units Scale Factor Converg.
 PE1400;SPC ME W     -   149,789.987   927,233.714   MT  0.99997578   +0 14 14.5
 PE1400;UTM  19      - 4,892,317.424   433,972.148   MT  0.99965362   -0 34 32.6
 PE1400
 PE1400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1400!SPC ME W     -   0.99998498  x   0.99997578  =   0.99996076
 PE1400!UTM  19      -   0.99998498  x   0.99965362  =   0.99963860
 PE1400
 PE1400:                Primary Azimuth Mark                     Grid Az
 PE1400:SPC ME W     -  BURNT HILL RESET                         011 39 18.5
 PE1400:UTM  19      -  BURNT HILL RESET                         012 28 05.6
 PE1400
 PE1400|---------------------------------------------------------------------|
 PE1400| PID    Reference Object                     Distance      Geod. Az  |
 PE1400|                                                           dddmmss.s |
 PE1400| PE2462 BURNT HILL RESET                    APPROX.15.8 KM 0115333.0 |
 PE1400| PE1401 GARD RM 1                            11.524 METERS 09831     |
 PE1400| PE2425 GARDINER FAA MICROWAVE              408.188 METERS 1404330.5 |
 PE1400| PE1399 GARD RM 2                            15.850 METERS 16246     |
 PE1400|---------------------------------------------------------------------|
 PE1400
 PE1400                          SUPERSEDED SURVEY CONTROL
 PE1400
 PE1400  NAD 83(1992)-  44 10 51.89874(N)    069 49 33.85635(W) AD(       ) 2
 PE1400  NAD 83(1986)-  44 10 51.90406(N)    069 49 33.86126(W) AD(       ) 2
 PE1400  NAD 27      -  44 10 51.64116(N)    069 49 35.68807(W) AD(       ) 2
 PE1400  NGVD 29 (??/??/92)  121.912  (m)          399.97   (f) ADJ UNCH    2 1
 PE1400
 PE1400.Superseded values are not recommended for survey control.
 PE1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1400.See file dsdata.txt to determine how the superseded data were derived.
 PE1400
 PE1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3397292317(NAD 83)
 PE1400_MARKER: DD = SURVEY DISK
 PE1400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1400_STAMPING: GARD 1974
 PE1400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1400+STABILITY: SURFACE MOTION
 PE1400
 PE1400  HISTORY     - Date     Condition        Report By
 PE1400  HISTORY     - 1974     MONUMENTED       MEDT
 PE1400  HISTORY     - 1975     GOOD             MEDT
 PE1400
 PE1400                          STATION DESCRIPTION
 PE1400
 PE1400'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974 (RCA)
 PE1400'THE STATION IS LOCATED 4.5 MILES SOUTHWEST OF GARDINER, 3.5
 PE1400'MILES WEST OF THE KENNEBEC RIVER, AND 0.6 MILE EAST OF PLEASANT
 PE1400'POND, ON THE HIGHEST POINT OF A HILL KNOWN LOCALLY AS LIBBY HILL,
 PE1400'AND ON PROPERTY OWNED BY THE TOWN OF GARDINER WATER DISTRICT.
 PE1400'
 PE1400'TO REACH THE STATION FROM THE JUNCTION OF U.S. ROUTE 201 AND
 PE1400'INTERSTATE 95, GO NORTH-EASTERLY ON U.S. ROUTE 201 FOR 0.4 MILE
 PE1400'TO A PAVED SIDE ROAD RIGHT, LIBBY HILL ROAD.  TURN RIGHT ONTO
 PE1400'LIBBY HILL ROAD AND GO SOUTHEAST FOR 0.1 MILE TO A WOODS ROAD
 PE1400'ON THE RIGHT.  TURN RIGHT AND GO 0.10 MILE ALONG THE WOODS ROAD
 PE1400'TO THE GARDINER LIBBY HILL WATER TANK AND THE STATION AS
 PE1400'DESCRIBED.
 PE1400'
 PE1400'THE STATION MARK IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 PE1400'DISK STAMPED GARD 1974 SET IN THE TOP OF A 12-INCH CYLINDRICAL
 PE1400'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 PE1400'27.26 FEET NORTHWEST OF THE CLOSEST POINT OF THE WATER TANK.  THE
 PE1400'UNDERGROUND MARK IS A BRASS PLUG THAT IS SET IN THE TOP OF AN
 PE1400'IRREGULAR MASS OF CONCRETE APPROXIMATELY 50 INCHES BELOW THE
 PE1400'GROUND SURFACE.
 PE1400'
 PE1400'REFERENCE MARK 1 IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 PE1400'DISK STAMPED GARD RM 1 1974 THAT IS CEMENTED IN A DRILL HOLE
 PE1400'IN THE WATER TANK FOUNDATION.  IT IS 0.3 FEET WEST OF THE
 PE1400'EDGE OF THE WATER TANK AND 0.3 FEET EAST OF THE EAST EDGE OF THE
 PE1400'WATER TANK FOUNDATION.
 PE1400'
 PE1400'REFERENCE MARK 2 IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 PE1400'DISK STAMPED GARD RM 2 1974 SET IN THE TOP OF A 12-INCH
 PE1400'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE THE
 PE1400'GROUND SURFACE.  IT IS 1.5 FEET WEST OF A METAL WITNESS POST, 3.0
 PE1400'FEET NORTHEAST OF THE SOUTHWEST CORNER OF A CEMETERY, AND 23 FEET
 PE1400'SOUTHEAST OF THE SOUTHWEST EDGE OF THE WATER TANK.
 PE1400'
 PE1400'THERE WAS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 PE1400'
 PE1400'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 PE1400
 PE1400                          STATION RECOVERY (1975)
 PE1400
 PE1400'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 PE1400'3 MI SW FROM WEST GARDINER.
 PE1400'ABOUT 2.45 MILES SOUTH ALONG I-95 SOUTHBOUND FROM THE TOLL GATE
 PE1400'AT WEST GARDINER TO THE INTERSECTION OF U.S. HIGHWAY 201,
 PE1400'THENCE NORTHEASTERLY 0.5 MILES ALONG U.S. ROUTE 201 TO THE LIBBY HILL
 PE1400'ROAD, THENCE SOUTHEASTERLY ALONG LIBBY HILL ROAD 0.1 MILE TO A WOODS
 PE1400'ROAD LEADING SOUTH 150 FEET TO THE GARDINER WATER DISTRICT
 PE1400'STANDPIPE.  A DISK SET FLUSH IN THE TOP OF A CONCRETE POST IN
 PE1400'THE SOUTHWEST CORNER OF THE CLEARING IN WHICH THE STANDPIPE IS
 PE1400'LOCATED, 15 FEET NORTH OF WOODS LINE.  ALSO, 32.63 FEET SOUTHWEST
 PE1400'OF THE MOST NORTHERLY ONE OF THE THREE SUPPORT BOLTS ON SOUTHWESTERN
 PE1400'CIRCUMFERENCE OF STANDPIPE FOUNDATION, 27.26 FEET SOUTHWEST OF
 PE1400'THE MIDDLE ONE OF THREE SUPPORT BOLTS ON SOUTHWESTERN CIRCUMFERENCE
 PE1400'OF STANDPIPE FOUNDATION, AND 32.93 FEET SOUTHWEST OF THE MOST
 PE1400'EASTERN ONE OF THREE SUPPORT BOLTS ON THE SOUTHWESTERN PORTION
 PE1400'OF THE CIRCUMFERENCE OF THE STANDPIPE FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1401 ***********************************************************************
 PE1401  DESIGNATION -  GARD RM 1
 PE1401  PID         -  PE1401
 PE1401  STATE/COUNTY-  ME/KENNEBEC
 PE1401  USGS QUAD   -  GARDINER (1991)
 PE1401
 PE1401                         *CURRENT SURVEY CONTROL
 PE1401  ___________________________________________________________________
 PE1401* NAD 83(1986)-  44 10 52.     (N)    069 49 33.     (W)     SCALED    
 PE1401* NAVD 88     -       122.023  (meters)     400.34   (feet)  ADJUSTED  
 PE1401  ___________________________________________________________________
 PE1401  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 PE1401  DYNAMIC HT  -         122.011 (meters)     400.30  (feet)  COMP
 PE1401  MODELED GRAV-     980,512.8   (mgal)                       NAVD 88
 PE1401
 PE1401  VERT ORDER  -  SECOND    CLASS I
 PE1401
 PE1401.The horizontal coordinates were scaled from a topographic map and have
 PE1401.an estimated accuracy of +/- 6 seconds.
 PE1401
 PE1401.The orthometric height was determined by differential leveling
 PE1401.and adjusted by the National Geodetic Survey in June 1991..
 PE1401
 PE1401.The geoid height was determined by GEOID03.
 PE1401
 PE1401.The dynamic height is computed by dividing the NAVD 88
 PE1401.geopotential number by the normal gravity value computed on the
 PE1401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1401.degrees latitude (g = 980.6199 gals.).
 PE1401
 PE1401.The modeled gravity was interpolated from observed gravity values.
 PE1401
 PE1401;                    North         East    Units  Estimated Accuracy
 PE1401;SPC ME W     -   149,790.      927,250.      MT  (+/- 180 meters Scaled)
 PE1401
 PE1401                          SUPERSEDED SURVEY CONTROL
 PE1401
 PE1401  NGVD 29 (??/??/92)  122.232  (m)          401.02   (f) ADJ UNCH    2 1
 PE1401
 PE1401.Superseded values are not recommended for survey control.
 PE1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1401.See file dsdata.txt to determine how the superseded data were derived.
 PE1401
 PE1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ339923(NAD 83)
 PE1401_MARKER: DD = SURVEY DISK
 PE1401_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE1401_SP_SET: FOUNDATION
 PE1401_STAMPING: GARD RM 1 1974
 PE1401_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE1401
 PE1401  HISTORY     - Date     Condition        Report By
 PE1401  HISTORY     - 1974     MONUMENTED       MEDT
 PE1401  HISTORY     - 1975     GOOD             MEDT
 PE1401
 PE1401                          STATION DESCRIPTION
 PE1401
 PE1401'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 PE1401'3 MI SW FROM WEST GARDINER.
 PE1401'ABOUT 2.45 MILES SOUTH ALONG I-95 SOUTHBOUND FROM THE TOLL GATE
 PE1401'AT WEST GARDINER TO THE INTERSECTION OF U.S. HIGHWAY 201, THENCE
 PE1401'NORTHEASTERLY 0.5 MILES ALONG U.S. ROUTE 201 TO THE LIBBY HILL
 PE1401'ROAD, THENCE SOUTHEASTERLY ALONG LIBBY HILL ROAD 0.1 MILE TO A
 PE1401'WOODS ROAD LEADING SOUTH 150 FEET TO THE GARDINER WATER DISTRICT
 PE1401'STANDPIPE.  A DISK SET FLUSH IN THE STANDPIPE CONCRETE FOUNDATION,
 PE1401'0.3 FEET WEST OF THE WEST EDGE OF THE STANDPIPE AND 0.3 FEET EAST
 PE1401'OF THE WEST EDGE OF THE CONCRETE FOUNDATION.  ALSO 37.81 FEET
 PE1401'NORTHEAST OF STATION MARK DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1399 ***********************************************************************
 PE1399  DESIGNATION -  GARD RM 2
 PE1399  PID         -  PE1399
 PE1399  STATE/COUNTY-  ME/KENNEBEC
 PE1399  USGS QUAD   -  GARDINER (1991)
 PE1399
 PE1399                         *CURRENT SURVEY CONTROL
 PE1399  ___________________________________________________________________
 PE1399* NAD 83(1986)-  44 10 52.     (N)    069 49 33.     (W)     SCALED    
 PE1399* NAVD 88     -       122.063  (meters)     400.47   (feet)  ADJUSTED  
 PE1399  ___________________________________________________________________
 PE1399  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 PE1399  DYNAMIC HT  -         122.050 (meters)     400.43  (feet)  COMP
 PE1399  MODELED GRAV-     980,512.8   (mgal)                       NAVD 88
 PE1399
 PE1399  VERT ORDER  -  SECOND    CLASS I
 PE1399
 PE1399.The horizontal coordinates were scaled from a topographic map and have
 PE1399.an estimated accuracy of +/- 6 seconds.
 PE1399
 PE1399.The orthometric height was determined by differential leveling
 PE1399.and adjusted by the National Geodetic Survey in June 1991..
 PE1399
 PE1399.The geoid height was determined by GEOID03.
 PE1399
 PE1399.The dynamic height is computed by dividing the NAVD 88
 PE1399.geopotential number by the normal gravity value computed on the
 PE1399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1399.degrees latitude (g = 980.6199 gals.).
 PE1399
 PE1399.The modeled gravity was interpolated from observed gravity values.
 PE1399
 PE1399;                    North         East    Units  Estimated Accuracy
 PE1399;SPC ME W     -   149,790.      927,250.      MT  (+/- 180 meters Scaled)
 PE1399
 PE1399                          SUPERSEDED SURVEY CONTROL
 PE1399
 PE1399  NGVD 29 (??/??/92)  122.272  (m)          401.15   (f) ADJ UNCH    2 1
 PE1399
 PE1399.Superseded values are not recommended for survey control.
 PE1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1399.See file dsdata.txt to determine how the superseded data were derived.
 PE1399
 PE1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ339923(NAD 83)
 PE1399_MARKER: DD = SURVEY DISK
 PE1399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1399_STAMPING: GARD RM 2 1974
 PE1399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1399+STABILITY: SURFACE MOTION
 PE1399
 PE1399  HISTORY     - Date     Condition        Report By
 PE1399  HISTORY     - 1974     MONUMENTED       MEDT
 PE1399  HISTORY     - 1975     GOOD             MEDT
 PE1399  HISTORY     - 1986     GOOD             USPSQD
 PE1399
 PE1399                          STATION DESCRIPTION
 PE1399
 PE1399'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 PE1399'3 MI SW FROM WEST GARDINER.
 PE1399'ABOUT 2.45 MILES SOUTH ALONG I-95 SOUTHBOUND FROM THE TOLL GATE
 PE1399'AT WEST GARDINER TO THE INTERSECTION OF U.S. HIGHWAY 201,
 PE1399'THENCE NORTHEASTERLY 0.5 MILES ALONG U.S. ROUTE 201 TO THE LIBBY
 PE1399'HILL ROAD, THENCE SOUTHEASTERLY ALONG LIBBY HILL ROAD 0.1 MILE
 PE1399'TO A WOODS ROAD LEADING SOUTH 150 FEET TO THE GARDINER WATER
 PE1399'DISTRICT STANDPIPE.  A DISK SET FLUSH IN A CONCRETE POST PROJECTING
 PE1399'3 INCHES ABOVE GROUND, 23 FEET SOUTHEAST OF THE SOUTHEAST EDGE
 PE1399'OF THE STANDPIPE, 52.00 FEET EAST OF THE STATION MARK, 3 FEET
 PE1399'NORTHEAST OF THE SOUTHWEST CORNER OF THE CEMETERY AND 1.5 FEET
 PE1399'WEST OF THE METAL WITNESS POST.
 PE1399
 PE1399                          STATION RECOVERY (1986)
 PE1399
 PE1399'RECOVERY NOTE BY US POWER SQUADRON 1986 (RW)
 PE1399'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2306 ***********************************************************************
 PE2306  DESIGNATION -  GARDEN IS RED SPINDLE ON LEDGE
 PE2306  PID         -  PE2306
 PE2306  STATE/COUNTY-  ME/KNOX
 PE2306  USGS QUAD   -  ROCKLAND (1979)
 PE2306
 PE2306                         *CURRENT SURVEY CONTROL
 PE2306  ___________________________________________________________________
 PE2306* NAD 83(1996)-  44 00 46.95658(N)    069 05 44.92430(W)     ADJUSTED  
 PE2306* NAVD 88     -                                                        
 PE2306  ___________________________________________________________________
 PE2306  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 PE2306  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 PE2306
 PE2306  HORZ ORDER  -  THIRD
 PE2306
 PE2306.The horizontal coordinates were established by classical geodetic methods
 PE2306.and adjusted by the National Geodetic Survey in March 1998..
 PE2306
 PE2306
 PE2306.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2306
 PE2306.The geoid height was determined by GEOID03.
 PE2306
 PE2306;                    North         East     Units Scale Factor Converg.
 PE2306;SPC ME E     -    38,654.365   252,227.380   MT  0.99992806   -0 24 50.4
 PE2306;UTM  19      - 4,873,326.016   492,320.017   MT  0.99960073   -0 03 59.7
 PE2306
 PE2306                          SUPERSEDED SURVEY CONTROL
 PE2306
 PE2306  NAD 83(1992)-  44 00 46.96144(N)    069 05 44.90380(W) AD(       ) 4
 PE2306  NAD 83(1986)-  44 00 46.96549(N)    069 05 44.91058(W) AD(       ) 4
 PE2306  NAD 27      -  44 00 46.68000(N)    069 05 46.76000(W) AD(       ) 3
 PE2306
 PE2306.Superseded values are not recommended for survey control.
 PE2306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2306.See file dsdata.txt to determine how the superseded data were derived.
 PE2306
 PE2306_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ9232073326(NAD 83)
 PE2306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE2306+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2003
 PE2306
 PE2306  HISTORY     - Date     Condition        Report By
 PE2306  HISTORY     - UNK      MONUMENTED
 PE2306  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2306  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2306  HISTORY     - 1954     SEE DESCRIPTION  CGS
 PE2306  HISTORY     - 20010419 GOOD             USPSQD
 PE2306  HISTORY     - 20011103 GOOD             USPSQD
 PE2306  HISTORY     - 20011105 GOOD             USPSQD
 PE2306  HISTORY     - 20031008 GOOD             USPSQD
 PE2306
 PE2306                          STATION DESCRIPTION
 PE2306
 PE2306'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2306'THIS STATION IS THE SPINDLE MARKING GARDON ISLAND LEDGE IN THE
 PE2306'MUSCLE RIDGE CHANNEL, AND LIES NE BY N OF WHITEHEAD LIGHT, WEST
 PE2306'PENOBSCOT BAY.
 PE2306
 PE2306                          STATION RECOVERY (1943)
 PE2306
 PE2306'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2306'STATION WAS RECOVERED AS DESCRIBED IN 1934 WITH THE FOLLOWING
 PE2306'ADDITIONS AND CORRECTION--
 PE2306'
 PE2306'THE NAME SHOULD BE GARDEN ISLAND AND NOT GARDON ISLAND.  THE MARK
 PE2306'IS A BLACK IRON SPINDLE WITH CYLINDER ON TOP END, ABOUT 15 FEET
 PE2306'ABOVE MEAN HIGH WATER.
 PE2306
 PE2306                          STATION RECOVERY (1954)
 PE2306
 PE2306'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 PE2306'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION ADEQUATE
 PE2306'WITH THE FOLLOWING EXCEPTION--STATION NAME IS SPELLED GARDEN ISLAND,
 PE2306'NOT GARDON ISLAND.
 PE2306
 PE2306                          STATION RECOVERY (2001)
 PE2306
 PE2306'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 PE2306'GARDEN ISLAND RED SPINDLE ON LEDGE IS, IN FACT, A GREEN DAY MARKER.
 PE2306
 PE2306                          STATION RECOVERY (2001)
 PE2306
 PE2306'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 PE2306'GARDEN ISLAND RED SPINDLE ON LEDGE, 2001 ATLANTIC COAST LIGHT LIST VOL
 PE2306'1 NOS 4615 IS NOW GREEN NO. 9
 PE2306
 PE2306                          STATION RECOVERY (2001)
 PE2306
 PE2306'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 PE2306'GARDEN ISLAND RED SPINDLE ON LEDGE IS NOW GREEN. 2001 ATLATIC COAST
 PE2306'LIGHT LIST VOL 1 NUMBER 4615, DAYBEACON NUMBER 9.
 PE2306
 PE2306                          STATION RECOVERY (2003)
 PE2306
 PE2306'RECOVERY NOTE BY US POWER SQUADRON 2003 (RMS)
 PE2306'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2425 ***********************************************************************
 PE2425  DESIGNATION -  GARDINER FAA MICROWAVE
 PE2425  PID         -  PE2425
 PE2425  STATE/COUNTY-  ME/KENNEBEC
 PE2425  USGS QUAD   -  GARDINER (1991)
 PE2425
 PE2425                         *CURRENT SURVEY CONTROL
 PE2425  ___________________________________________________________________
 PE2425* NAD 83(1996)-  44 10 41.66229(N)    069 49 22.22450(W)     ADJUSTED  
 PE2425* NAVD 88     -                                                        
 PE2425  ___________________________________________________________________
 PE2425  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 PE2425  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 PE2425
 PE2425  HORZ ORDER  -  THIRD
 PE2425
 PE2425.The horizontal coordinates were established by classical geodetic methods
 PE2425.and adjusted by the National Geodetic Survey in March 1998..
 PE2425
 PE2425
 PE2425.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2425
 PE2425.The geoid height was determined by GEOID03.
 PE2425
 PE2425;                    North         East     Units Scale Factor Converg.
 PE2425;SPC ME W     -   149,475.083   927,493.414   MT  0.99997596   +0 14 22.6
 PE2425;UTM  19      - 4,891,998.969   434,227.271   MT  0.99965320   -0 34 24.4
 PE2425
 PE2425                          SUPERSEDED SURVEY CONTROL
 PE2425
 PE2425  NAD 83(1992)-  44 10 41.66108(N)    069 49 22.22339(W) AD(       ) 4
 PE2425  NAD 83(1986)-  44 10 41.66636(N)    069 49 22.22833(W) AD(       ) 4
 PE2425  NAD 27      -  44 10 41.40294(N)    069 49 24.05550(W) AD(       ) 3
 PE2425
 PE2425.Superseded values are not recommended for survey control.
 PE2425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2425.See file dsdata.txt to determine how the superseded data were derived.
 PE2425
 PE2425_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3422791999(NAD 83)
 PE2425_MARKER: 44 = MICROWAVE MAST
 PE2425
 PE2425  HISTORY     - Date     Condition        Report By
 PE2425  HISTORY     - 1974     FIRST OBSERVED   NGS
 PE2425
 PE2425                          STATION DESCRIPTION
 PE2425
 PE2425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (RCA)
 PE2425'THE STATION, GARDINER FEDERAL AVIATION AGENCY MICROWAVE MAST,
 PE2425'IS THE ECCENTRIC LIGHT AT THE TOP OF A 260 FOOT HIGH 3 LEGGED
 PE2425'STEEL MAST WITH GUY WIRES OWNED BY THE FEDERAL AVIATION AGENCY
 PE2425'LOCATED 0.35 MILES SOUTH EAST OF JUNCTION ROUTE 201 AND LIBBY
 PE2425'HILL ROAD.  250 FEET NORTH EAST OF THE LIBBY HILL ROAD CENTER
 PE2425'LINE IN CITY OF GARDINER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2426 ***********************************************************************
 PE2426  DESIGNATION -  GARDINER LIBBY HILL SPIPE
 PE2426  PID         -  PE2426
 PE2426  STATE/COUNTY-  ME/KENNEBEC
 PE2426  USGS QUAD   -  GARDINER (1991)
 PE2426
 PE2426                         *CURRENT SURVEY CONTROL
 PE2426  ___________________________________________________________________
 PE2426* NAD 83(1996)-  44 10 51.70701(N)    069 49 33.36146(W)     ADJUSTED  
 PE2426* NAVD 88     -                                                        
 PE2426  ___________________________________________________________________
 PE2426  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 PE2426  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 PE2426
 PE2426  HORZ ORDER  -  THIRD
 PE2426
 PE2426.The horizontal coordinates were established by classical geodetic methods
 PE2426.and adjusted by the National Geodetic Survey in March 1998..
 PE2426
 PE2426
 PE2426.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2426
 PE2426.The geoid height was determined by GEOID03.
 PE2426
 PE2426;                    North         East     Units Scale Factor Converg.
 PE2426;SPC ME W     -   149,784.078   927,244.756   MT  0.99997579   +0 14 14.9
 PE2426;UTM  19      - 4,892,311.361   433,983.101   MT  0.99965360   -0 34 32.3
 PE2426
 PE2426                          SUPERSEDED SURVEY CONTROL
 PE2426
 PE2426  NAD 83(1992)-  44 10 51.70579(N)    069 49 33.36034(W) AD(       ) 4
 PE2426  NAD 83(1986)-  44 10 51.71040(N)    069 49 33.36578(W) AD(       ) 4
 PE2426  NAD 27      -  44 10 51.44820(N)    069 49 35.19201(W) AD(       ) 3
 PE2426
 PE2426.Superseded values are not recommended for survey control.
 PE2426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2426.See file dsdata.txt to determine how the superseded data were derived.
 PE2426
 PE2426_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3398392311(NAD 83)
 PE2426_MARKER: 52 = STANDPIPE TANK
 PE2426
 PE2426  HISTORY     - Date     Condition        Report By
 PE2426  HISTORY     - 1974     FIRST OBSERVED   NGS
 PE2426
 PE2426                          STATION DESCRIPTION
 PE2426
 PE2426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (RCA)
 PE2426'THE STATION, IS THE TOP-CENTER OF THE 75 FOOT HIGH - 27 FOOT
 PE2426'DIAMETER STANDPIPE LOCATED 0.1 MILE SOUTH OF JUNCTION U.S. ROUTE
 PE2426'201 AND LIBBY HILL ROAD.  TANK IS 140 FEET WEST OF CENTERLINE
 PE2426'OF LIBBY HILL ROAD IN THE CITY OF GARDINER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1583 ***********************************************************************
 QF1583  DESIGNATION -  GARFIELD IBC
 QF1583  PID         -  QF1583
 QF1583  STATE/COUNTY-  ME/WASHINGTON
 QF1583  USGS QUAD   -  LAMBERT LAKE (1988)
 QF1583
 QF1583                         *CURRENT SURVEY CONTROL
 QF1583  ___________________________________________________________________
 QF1583* NAD 83(1996)-  45 36 14.07078(N)    067 36 01.45073(W)     ADJUSTED  
 QF1583* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 QF1583  ___________________________________________________________________
 QF1583  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 QF1583  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 QF1583
 QF1583  HORZ ORDER  -  THIRD
 QF1583
 QF1583.The horizontal coordinates were established by classical geodetic methods
 QF1583.and adjusted by the National Geodetic Survey in March 1998..
 QF1583
 QF1583.The orthometric height was scaled from a topographic map.
 QF1583
 QF1583.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1583
 QF1583.The geoid height was determined by GEOID03.
 QF1583
 QF1583;                    North         East     Units Scale Factor Converg.
 QF1583;SPC ME E     -   215,647.450   370,174.242   MT  0.99996052   +0 38 34.1
 QF1583;UTM  19      - 5,050,993.146   609,144.514   MT  0.99974646   +1 00 00.5
 QF1583
 QF1583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1583!SPC ME E     -   0.99998541  x   0.99996052  =   0.99994593
 QF1583!UTM  19      -   0.99998541  x   0.99974646  =   0.99973188
 QF1583
 QF1583|---------------------------------------------------------------------|
 QF1583| PID    Reference Object                     Distance      Geod. Az  |
 QF1583|                                                           dddmmss.s |
 QF1583| QF1581 WINDY IBC                           390.828 METERS 07332     |
 QF1583| QF1586 REFERENCE MON 96=SWAMP              APPROX. 0.8 KM 2552038.1 |
 QF1583|---------------------------------------------------------------------|
 QF1583
 QF1583                          SUPERSEDED SURVEY CONTROL
 QF1583
 QF1583  NAD 83(1992)-  45 36 14.06709(N)    067 36 01.44811(W) AD(       ) 3
 QF1583  NAD 83(1986)-  45 36 14.07023(N)    067 36 01.45942(W) AD(       ) 3
 QF1583  NAD 27      -  45 36 13.83501(N)    067 36 03.43606(W) AD(       ) 3
 QF1583
 QF1583.Superseded values are not recommended for survey control.
 QF1583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1583.See file dsdata.txt to determine how the superseded data were derived.
 QF1583
 QF1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL0914550993(NAD 83)
 QF1583_MARKER: DD = SURVEY DISK
 QF1583_SETTING: 80 = SET IN A BOULDER
 QF1583_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF1583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1583+STABILITY: SURFACE MOTION
 QF1583
 QF1583  HISTORY     - Date     Condition        Report By
 QF1583  HISTORY     - 1912     MONUMENTED       IBC
 QF1583  HISTORY     - 1955     GOOD             IBC
 QF1583  HISTORY     - 1972     GOOD             IBC
 QF1583
 QF1583                          STATION DESCRIPTION
 QF1583
 QF1583'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (AJB)
 QF1583'ON THE S SHORE OF SPEDNIK LAKE, ON THE NE CORNER OF THE PENINSULA
 QF1583'BETWEEN ROBERTSON COVE ON THE W AND THE LAKE TO THE E, AND OPPOSITE
 QF1583'NORWAY POINT.  IT IS 15 FEET OUTSIDE THE BUSHES ON THIS NE PRONG OF
 QF1583'THE POINT, ON A ROCK 20 BY 12 FEET , 6 FEET HIGH ON THE W SIDE
 QF1583'SLOPING TO 4 FEET HIGH ON E SIDE.
 QF1583'
 QF1583'STATION MARK IS A US AND CB COPPER DISK SET IN A DRILL HOLE IN THE
 QF1583'ROCK.  THREE CROSSES WITHIN TRIANGLES ARE CUT IN THE ROCK, THE FIRST
 QF1583'IS SLIGHTLY UP THE LAKE AND INLAND, 1.68 METERS, THE SECOND IS UP THE
 QF1583'LAKE AND TOWARD THE SHORE 0.88 METER, AND THE THIRD IS DOWN THE LAKE
 QF1583'1.23 METERS FROM THE STATION.
 QF1583
 QF1583                          STATION RECOVERY (1955)
 QF1583
 QF1583'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1583'STATION RECOVERED IN GOOD CONDITION.
 QF1583
 QF1583                          STATION RECOVERY (1972)
 QF1583
 QF1583'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1583'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0944 ***********************************************************************
 QF0944  DESIGNATION -  GAUGE
 QF0944  PID         -  QF0944
 QF0944  STATE/COUNTY-  ME/WASHINGTON
 QF0944  USGS QUAD   -  WOODLAND (1987)
 QF0944
 QF0944                         *CURRENT SURVEY CONTROL
 QF0944  ___________________________________________________________________
 QF0944* NAD 83(1996)-  45 09 09.87687(N)    067 23 13.61955(W)     ADJUSTED  
 QF0944* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 QF0944  ___________________________________________________________________
 QF0944  LAPLACE CORR-           4.36  (seconds)                    DEFLEC99
 QF0944  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 QF0944
 QF0944  HORZ ORDER  -  THIRD
 QF0944
 QF0944.The horizontal coordinates were established by classical geodetic methods
 QF0944.and adjusted by the National Geodetic Survey in March 1998..
 QF0944
 QF0944.The orthometric height was scaled from a topographic map.
 QF0944
 QF0944.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0944
 QF0944.The geoid height was determined by GEOID03.
 QF0944
 QF0944;                    North         East     Units Scale Factor Converg.
 QF0944;SPC ME E     -   165,719.274   387,505.115   MT  0.99999412   +0 47 20.7
 QF0944;UTM  19      - 5,001,183.833   626,781.622   MT  0.99979764   +1 08 37.2
 QF0944
 QF0944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0944!SPC ME E     -   1.00000135  x   0.99999412  =   0.99999547
 QF0944!UTM  19      -   1.00000135  x   0.99979764  =   0.99979899
 QF0944
 QF0944:                Primary Azimuth Mark                     Grid Az
 QF0944:SPC ME E     -  CASEYS BARN FINIAL IBC                   075 25 50.4
 QF0944:UTM  19      -  CASEYS BARN FINIAL IBC                   075 04 33.9
 QF0944
 QF0944|---------------------------------------------------------------------|
 QF0944| PID    Reference Object                     Distance      Geod. Az  |
 QF0944|                                                           dddmmss.s |
 QF0944| QF0938 CASEYS BARN FINIAL IBC              APPROX. 0.8 KM 0761311.1 |
 QF0944| CE8863 GAUGE RM 1                            1.892 METERS 09627     |
 QF0944| QF0943 LOVERING                            364.215 METERS 11351     |
 QF0944| CE8864 GAUGE RM 2                           10.929 METERS 23948     |
 QF0944| QF0947 WAPSACONHAGAN                       491.499 METERS 2872719.4 |
 QF0944| QF0945 POND IBC                            186.783 METERS 34841     |
 QF0944|---------------------------------------------------------------------|
 QF0944
 QF0944                          SUPERSEDED SURVEY CONTROL
 QF0944
 QF0944  NAD 83(1992)-  45 09 09.87199(N)    067 23 13.61797(W) AD(       ) 3
 QF0944  NAD 83(1986)-  45 09 09.87434(N)    067 23 13.62357(W) AD(       ) 3
 QF0944  NAD 27      -  45 09 09.60400(N)    067 23 15.65400(W) AD(       ) 3
 QF0944
 QF0944.Superseded values are not recommended for survey control.
 QF0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0944.See file dsdata.txt to determine how the superseded data were derived.
 QF0944
 QF0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2678201184(NAD 83)
 QF0944_MARKER: DH = HORIZONTAL CONTROL DISK
 QF0944_SETTING: 66 = SET IN ROCK OUTCROP
 QF0944
 QF0944  HISTORY     - Date     Condition        Report By
 QF0944  HISTORY     - 1910     MONUMENTED       IBC
 QF0944
 QF0944                          STATION DESCRIPTION
 QF0944
 QF0944'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JEM)
 QF0944'ON THE W BANK OF THE ST CROIX RIVER, 7/8 MILE BELOW THE WOODLAND DAM,
 QF0944'1/4 MILE BELOW THE MOUTH OF WAPSACONHAGAN BROOK, ON A LITTLE POINT
 QF0944'OF THE SHORELINE ABOUT 20 METERS UPSTREAM FROM THE CABLE OF THE USGS
 QF0944'STEAM - GAUGING STATION.
 QF0944'
 QF0944'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE IN A BARE ROCKY
 QF0944'LEDGE ABOUT 6 INCHES OUTSIDE THE GRASS LINE.  THERE ARE TWO DRILL
 QF0944'HOLES IN THE ROCK NEAR THE STATION MARK.  A CROSS WITHIN A TRIANGLE
 QF0944'IS CUT IN THE ROCK 1.89 METERS DOWNRIVER FROM THE STATION AND A LIKE
 QF0944'CROSS IS CUT IN THE ROCK 10.93 METERS INLAND FROM THE STATION.  A
 QF0944'2 - INCH RINGBOLT IS THE LEDGE 6 FEET N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1794 ***********************************************************************
 OC1794  DESIGNATION -  GE MEDOT 1975
 OC1794  PID         -  OC1794
 OC1794  STATE/COUNTY-  ME/CUMBERLAND
 OC1794  USGS QUAD   -  PORTLAND EAST (1975)
 OC1794
 OC1794                         *CURRENT SURVEY CONTROL
 OC1794  ___________________________________________________________________
 OC1794* NAD 83(1996)-  43 39 19.99773(N)    070 14 05.44459(W)     ADJUSTED  
 OC1794* NAVD 88     -         3.8    (meters)      12.     (feet)  VERTCON   
 OC1794  ___________________________________________________________________
 OC1794  LAPLACE CORR-           3.41  (seconds)                    DEFLEC99
 OC1794  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 OC1794
 OC1794  HORZ ORDER  -  SECOND
 OC1794
 OC1794.The horizontal coordinates were established by classical geodetic methods
 OC1794.and adjusted by the National Geodetic Survey in March 1998..
 OC1794
 OC1794.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC1794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC1794
 OC1794.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1794
 OC1794.The geoid height was determined by GEOID03.
 OC1794
 OC1794;                    North         East     Units Scale Factor Converg.
 OC1794;SPC ME W     -    91,345.979   894,500.265   MT  0.99996704   -0 02 49.4
 OC1794;UTM  19      - 4,834,358.027   400,426.015   MT  0.99972195   -0 51 09.0
 OC1794
 OC1794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1794!SPC ME W     -   1.00000350  x   0.99996704  =   0.99997054
 OC1794!UTM  19      -   1.00000350  x   0.99972195  =   0.99972545
 OC1794
 OC1794:                Primary Azimuth Mark                     Grid Az
 OC1794:SPC ME W     -  MACKEY USE 1909                          000 48 28.7
 OC1794:UTM  19      -  MACKEY USE 1909                          001 36 48.3
 OC1794
 OC1794|---------------------------------------------------------------------|
 OC1794| PID    Reference Object                     Distance      Geod. Az  |
 OC1794|                                                           dddmmss.s |
 OC1794| OC1726 MACKEY USE 1909                     APPROX. 3.5 KM 0004539.3 |
 OC1794| OC1790 PEAKS ISLAND STANDPIPE              APPROX. 3.3 KM 0871357.4 |
 OC1794| OC1825 PORTLAND PARK ST UNITARIAN CH       APPROX. 2.3 KM 2603727.3 |
 OC1794| OC1851 PORTLAND NETT MICROWAVE LIGHT       APPROX. 2.3 KM 2710502.8 |
 OC1794| OC1829 PORTLAND CITY HALL                  APPROX. 1.9 KM 2825140.8 |
 OC1794| OC1854 PORTLAND RAD STA WPOR MAST          APPROX. 2.9 KM 2895708.4 |
 OC1794| OC1815 PORTLAND CATH CATHEDRAL SPIRE       APPROX. 1.7 KM 2932446.5 |
 OC1794| OC1656 MUNJOY HILL OBSERVATORY             APPROX. 1.5 KM 3151422.3 |
 OC1794|---------------------------------------------------------------------|
 OC1794
 OC1794                          SUPERSEDED SURVEY CONTROL
 OC1794
 OC1794  NAD 83(1992)-  43 39 19.99633(N)    070 14 05.44546(W) AD(       ) 2
 OC1794  NAD 83(1986)-  43 39 20.00222(N)    070 14 05.45107(W) AD(       ) 2
 OC1794  NAD 27      -  43 39 19.70863(N)    070 14 07.29180(W) AD(       ) 2
 OC1794  NGVD 29 (07/19/86)    4.0    (m)           13.     (f) VERT ANG       
 OC1794
 OC1794.Superseded values are not recommended for survey control.
 OC1794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1794.See file dsdata.txt to determine how the superseded data were derived.
 OC1794
 OC1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0042634358(NAD 83)
 OC1794_MARKER: DD = SURVEY DISK
 OC1794_SETTING: 0 = UNSPECIFIED SETTING
 OC1794_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC1794
 OC1794  HISTORY     - Date     Condition        Report By
 OC1794  HISTORY     - 1975     MONUMENTED       MEDT
 OC1794  HISTORY     - 19910620 MARK NOT FOUND   USPSQD
 OC1794
 OC1794                          STATION DESCRIPTION
 OC1794
 OC1794'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975 (RCA)
 OC1794'THE STATION IS LOCATED IN THE NORTHEASTERN PART OF THE CITY OF
 OC1794'SOUTH PORTLAND ABOUT 2 MILES WEST OF PEAKS ISLAND, 2-1/4 MILES
 OC1794'SOUTH OF MACKWORTH ISLAND, 1.75 MILES SOUTHEAST OF BACK COVE
 OC1794'ON THE GRANITE BASE OF A SMALL LIGHT HOUSE BEHIND THE GENERAL
 OC1794'ELECTRIC COMPLEX.
 OC1794'
 OC1794'TO REACH THE STATION FROM THE STATE ROUTE 77 BRIDGE ACROSS
 OC1794'FORE RIVER, GO SOUTH FOR 0.75 MILES ON STATE ROUTE 77 TO
 OC1794'INTERSECTION WITH BROADWAY.  TURN LEFT AND GO EAST
 OC1794'ON BROADWAY FOR 1.4 MILES TO PICKETT STREET, TURN LEFT AND
 OC1794'PROCEED 0.05 MILE TO THE MAIN GATE SECURITY OFFICE WHERE A
 OC1794'VISITORS PASS MUST BE OBTAINED.  CONTINUE STRAIGHT AHEAD FOR
 OC1794'0.1 MILE TO A STOP SIGN, TURN RIGHT AND GO EAST FOR 0.4 MILE
 OC1794'TO A GUARD HOUSE.  HERE THE GUARD WILL OPEN THE GATE AND
 OC1794'PROCEED 0.05 MILE TO ANOTHER GATE WHICH THE GUARD WILL ALSO
 OC1794'OPEN.  FROM HERE GO 0.1 MILE TO THE LIGHT HOUSE AND STATION.
 OC1794'
 OC1794'THE STATION IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 OC1794'DISK STAMPED GE 1975, CEMENTED IN A DRILL HOLE IN THE CONCRETE
 OC1794'BASE OF A LIGHT HOUSE.  THE MARK IS FLUSH WITH THE CONCRETE AND IT
 OC1794'IS 2.0 FEET SOUTH-SOUTHWEST OF THE EDGE OF THE GRANITE BASE,
 OC1794'4.6 FEET NORTHEAST OF THE LIGHT HOUSE AND 14.5 FEET
 OC1794'EAST-SOUTHEAST OF WHERE A GRANITE WALL MEETS THE GRANITE BASE OF
 OC1794'THE LIGHT HOUSE.
 OC1794'
 OC1794'NO REFERENCE OR AZIMUTH MARKS WERE ESTABLISHED AT THIS TIME.
 OC1794'
 OC1794'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 OC1794
 OC1794                          STATION RECOVERY (1991)
 OC1794
 OC1794'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OC1794'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2392 ***********************************************************************
 PE2392  DESIGNATION -  GEEL RESET
 PE2392  PID         -  PE2392
 PE2392  STATE/COUNTY-  ME/LINCOLN
 PE2392  USGS QUAD   -  WALDOBORO WEST (1988)
 PE2392
 PE2392                         *CURRENT SURVEY CONTROL
 PE2392  ___________________________________________________________________
 PE2392* NAD 83(1996)-  44 03 43.32306(N)    069 23 19.50873(W)     ADJUSTED  
 PE2392* NAVD 88     -        34.     (meters)     112.     (feet)  SCALED    
 PE2392  ___________________________________________________________________
 PE2392  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 PE2392  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 PE2392
 PE2392  HORZ ORDER  -  THIRD
 PE2392
 PE2392.The horizontal coordinates were established by classical geodetic methods
 PE2392.and adjusted by the National Geodetic Survey in March 1998..
 PE2392
 PE2392.The orthometric height was scaled from a topographic map.
 PE2392
 PE2392.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2392
 PE2392.The geoid height was determined by GEOID03.
 PE2392
 PE2392;                    North         East     Units Scale Factor Converg.
 PE2392;SPC ME W     -   136,800.170   962,326.483   MT  1.00001442   +0 32 27.6
 PE2392;SPC ME E     -    44,308.789   228,797.887   MT  0.99996233   -0 37 05.1
 PE2392;UTM  19      - 4,878,836.336   468,864.605   MT  0.99961192   -0 16 13.3
 PE2392
 PE2392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2392!SPC ME W     -   0.99999869  x   1.00001442  =   1.00001311
 PE2392!SPC ME E     -   0.99999869  x   0.99996233  =   0.99996102
 PE2392!UTM  19      -   0.99999869  x   0.99961192  =   0.99961061
 PE2392
 PE2392:                Primary Azimuth Mark                     Grid Az
 PE2392:SPC ME W     -  WALDOBORO FIRST BAPT CH SPIRE            016 46 16.9
 PE2392:SPC ME E     -  WALDOBORO FIRST BAPT CH SPIRE            017 55 49.6
 PE2392:UTM  19      -  WALDOBORO FIRST BAPT CH SPIRE            017 34 57.8
 PE2392
 PE2392|---------------------------------------------------------------------|
 PE2392| PID    Reference Object                     Distance      Geod. Az  |
 PE2392|                                                           dddmmss.s |
 PE2392| PE2378 WALDOBORO FIRST BAPT CH SPIRE       APPROX. 4.0 KM 0171844.5 |
 PE2392| PE2375 WALDOBORO SHORT SPIRE               APPROX. 3.6 KM 0183742.6 |
 PE2392| PE2367 WALDOBORO CHURCH SPIRE 1            APPROX. 5.2 KM 1155613.5 |
 PE2392| CE7954 GEEL RM 1                            11.585 METERS 13945     |
 PE2392| CE7955 GEEL RM 2                             8.496 METERS 20535     |
 PE2392| PE1107 KINSEL RESET                        APPROX. 2.6 KM 3584554.8 |
 PE2392|---------------------------------------------------------------------|
 PE2392
 PE2392                          SUPERSEDED SURVEY CONTROL
 PE2392
 PE2392  NAD 83(1992)-  44 03 43.32995(N)    069 23 19.49562(W) AD(       ) 3
 PE2392  NAD 83(1986)-  44 03 43.33424(N)    069 23 19.50154(W) AD(       ) 3
 PE2392  NAD 27      -  44 03 43.01600(N)    069 23 21.30300(W) AD(       ) 3
 PE2392
 PE2392.Superseded values are not recommended for survey control.
 PE2392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2392.See file dsdata.txt to determine how the superseded data were derived.
 PE2392
 PE2392_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ6886578836(NAD 83)
 PE2392
 PE2392  HISTORY     - Date     Condition        Report By
 PE2392  HISTORY     - 1860     MONUMENTED       CGS
 PE2392  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2392  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2392
 PE2392                          STATION DESCRIPTION
 PE2392
 PE2392'DESCRIBED BY COAST AND GEODETIC SURVEY 1860 (FPW)
 PE2392'THE STATION IS ON A STEEP ROCKY LEDGE ON THE W SIDE OF MEDOMAK
 PE2392'RIVER ABOUT 2-1/2 MILES BELOW WALDOBORO.  THE STATION IS ABOUT
 PE2392'1/4 MILE SE OF THE HEAD OF MEETINGHOUSE COVE AND 100 METERS S
 PE2392'OF THE ROAD FROM DUTCH NECK TO WALDOBORO VIA ENGLEY CORNER.  MR.
 PE2392'GEELS HOUSE IS SOME DISTANCE TO THE EASTWARD AND ON THE N SIDE
 PE2392'OF THE ROAD.  THE STATION IS MARKED WITH A HOLE DRILLED IN THE
 PE2392'ROCK.
 PE2392
 PE2392                          STATION RECOVERY (1934)
 PE2392
 PE2392'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2392'RECOVERED AS DESCRIBED.  STATION IS ON A STEEP ROCKY LEDGE ON
 PE2392'THE W SIDE OF THE MEDOMAK RIVER, ON THE NE SIDE OF THE HILL AND
 PE2392'ABOUT 75 METERS FROM THE SUMMIT OF THE HILL, AND ABOUT 2-1/2
 PE2392'MILES BELOW WALDOBORO.  THE STATION IS ABOUT 1/4 MILE SE OF THE
 PE2392'HEAD OF MEETINGHOUSE COVE AND 100 METERS S OF THE ROAD FROM
 PE2392'DUTCH NECK TO WALDOBORO.
 PE2392'
 PE2392'THE STATION WAS RE-MARKED AND TWO REFERENCE MARKS WERE ADDED.
 PE2392'
 PE2392'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 PE2392'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 PE2392'
 PE2392'REFERENCE MARK NO. 1 WAS PLACED SE OF THE STATION MARK AND
 PE2392'REFERENCE MARK NO. 2 WAS PLACED SW OF THE STATION MARK.
 PE2392'
 PE2392'A LINE OF QUITE HEAVY CLEARING TO STATION DELANO MIGHT AID IN
 PE2392'LOCATING THE STATION.
 PE2392'
 PE2392'TO REACH THE STATION ZERO SPEEDOMETER AT ROCKLAND CITY HALL.  TAKE
 PE2392'U.S. HIGHWAY 1 W OUT OF ROCKLAND AND AT 15.1 MILES TURN S
 PE2392'OFF HIGHWAY 1 ONTO STATE HIGHWAY 32.  AT 17.7 MILES TURN LEFT OFF
 PE2392'HIGHWAY 32.  AT 18.0 MILES TAKE LEFT FORK.  AT 18.5 MILES,
 PE2392'WHERE ROAD MAKES S CURVE, STOP TRUCK ON RIDGE.  WALK ABOUT 50
 PE2392'METERS THRU WOODED PASTURE S TO A LARGE ROCK LEDGE, AND THEN W
 PE2392'AROUND AND UP THE LEDGE 50 METERS MORE TO STATION.  A 20-FOOT
 PE2392'TRIPOD WAS ERECTED OVER THE STATION MARK.
 PE2392
 PE2392                          STATION RECOVERY (1943)
 PE2392
 PE2392'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2392'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2085 ***********************************************************************
 OC2085  DESIGNATION -  GELASPUS POINT 154 RESET
 OC2085  PID         -  OC2085
 OC2085  STATE/COUNTY-  ME/YORK
 OC2085  USGS QUAD   -  WELLS (1979)
 OC2085
 OC2085                         *CURRENT SURVEY CONTROL
 OC2085  ___________________________________________________________________
 OC2085* NAD 83(1996)-  43 20 37.44466(N)    070 30 47.09577(W)     ADJUSTED  
 OC2085* NAVD 88     -        11.70   (+/-2cm)      38.4    (feet)  VERTCON   
 OC2085  ___________________________________________________________________
 OC2085  LAPLACE CORR-           2.97  (seconds)                    DEFLEC99
 OC2085  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 OC2085
 OC2085  HORZ ORDER  -  SECOND
 OC2085  VERT ORDER  -  THIRD ? (See Below)
 OC2085
 OC2085.The horizontal coordinates were established by classical geodetic methods
 OC2085.and adjusted by the National Geodetic Survey in March 1998..
 OC2085
 OC2085.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2085.The vertical order pertains to the NGVD 29 superseded value.
 OC2085
 OC2085.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2085
 OC2085.The geoid height was determined by GEOID03.
 OC2085
 OC2085;                    North         East     Units Scale Factor Converg.
 OC2085;SPC ME W     -    56,759.149   871,911.841   MT  0.99997637   -0 14 16.0
 OC2085;UTM  19      - 4,800,098.709   377,360.024   MT  0.99978501   -1 02 19.2
 OC2085
 OC2085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2085!SPC ME W     -   1.00000230  x   0.99997637  =   0.99997867
 OC2085!UTM  19      -   1.00000230  x   0.99978501  =   0.99978731
 OC2085
 OC2085|---------------------------------------------------------------------|
 OC2085| PID    Reference Object                     Distance      Geod. Az  |
 OC2085|                                                           dddmmss.s |
 OC2085| CE8171 GELASPUS POINT 154 RM 2              30.995 METERS 09411     |
 OC2085| OC2064 KENNEBUNK MUNICIPAL STANDPIPE       APPROX. 5.1 KM 3260812.7 |
 OC2085| CE8170 GELASPUS POINT 154 RM 1              25.985 METERS 34232     |
 OC2085|---------------------------------------------------------------------|
 OC2085
 OC2085                          SUPERSEDED SURVEY CONTROL
 OC2085
 OC2085  NAD 83(1992)-  43 20 37.44341(N)    070 30 47.09703(W) AD(       ) 2
 OC2085  NAD 83(1986)-  43 20 37.44895(N)    070 30 47.10288(W) AD(       ) 2
 OC2085  NAD 27      -  43 20 37.14600(N)    070 30 48.91200(W) AD(       ) 2
 OC2085  NGVD 29 (07/19/86)   11.93   (m)           39.1    (f) LEVELING    3  
 OC2085
 OC2085.Superseded values are not recommended for survey control.
 OC2085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2085.See file dsdata.txt to determine how the superseded data were derived.
 OC2085
 OC2085_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ7736000099(NAD 83)
 OC2085_MARKER: DS = TRIANGULATION STATION DISK
 OC2085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC2085
 OC2085  HISTORY     - Date     Condition        Report By
 OC2085  HISTORY     - 1978     MONUMENTED       NGS
 OC2085
 OC2085                          STATION DESCRIPTION
 OC2085
 OC2085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 OC2085'RM 1 TO RM 2 OBSTRUCTED.  NO AZIMUTH MARK.
 OC2085'
 OC2085'THE UNDERGROUND STATION MARK AND REFERENCE MARKS 1 AND 2 WERE
 OC2085'RECOVERED.  THE SURFACE STATION MARK WAS RECOVERED WITH THE TOP
 OC2085'KNOCKED OFF.  THE MARK WAS PULLED OUT OF THE GROUND AND THE
 OC2085'UNDERGROUND MARK WAS FOUND INTACT.  A NEW SURFACE MARK WAS SET
 OC2085'DIRECTLY OVER THE UNDERGROUND MARK.  THE DIRECTION BETWEEN THE
 OC2085'REFERENCE MARKS CHECKED BUT A LONGER DISTANCE OF 0.95 FOOT WAS
 OC2085'NOTED TO REFERENCE MARK 1 AND A SHORTER DISTANCE OF 0.04 FOOT
 OC2085'WAS NOTED TO REFERENCE MARK 2.  A POLARIS OBSERVATION WAS TAKEN
 OC2085'TO VERIFY THE DIRECTION TO THE REFERENCE MARKS.  A NEW
 OC2085'DESCRIPTION FOLLOWS.
 OC2085'
 OC2085'THE STATION IS LOCATED ABOUT 2.5 MILES WEST OF KENNEBUNKPORT,
 OC2085'ON A SANDY BLUFF ON A POINT KNOWN AS GELASPUS POINT.
 OC2085'
 OC2085'TO REACH THE STATION FROM THE POST OFFICE IN KENNEBUNKPORT, GO
 OC2085'SOUTHEAST ON A PAVED STREET FOR 0.05 MILE TO STATE ROUTE 9.  TURN
 OC2085'RIGHT AND FOLLOW ROUTE 9 FOR 0.35 MILE TO A CROSS STREET.  TURN
 OC2085'LEFT AND GO SOUTH ON BEACH STREET FOR 0.8 MILE TO WHERE THE ROAD
 OC2085'TURNS RIGHT AT THE EDGE OF WATER.  TURN RIGHT AND FOLLOW WINDING
 OC2085'ROAD WESTERLY FOR 1.3 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND
 OC2085'GO WESTERLY ON GREAT HILL ROAD FOR 0.6 MILE TO A DRIVEWAY ON
 OC2085'THE LEFT.  TURN LEFT AND GO SOUTH FOR 0.05 MILE TO THE
 OC2085'STATION.
 OC2085'
 OC2085'THE STATION MARK IS A STANDARD DISK STAMPED GELASPUS POINT
 OC2085'154 1941 1978, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 OC2085'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 73 FEET
 OC2085'SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, 48 FEET
 OC2085'NORTH-NORTHEAST OF THE EDGE OF THE BLUFF AND 47 FEET
 OC2085'SOUTH-SOUTHWEST OF A POWERLINE POLE.  THE UNDERGROUND DISK IS
 OC2085'STAMPED GELASPUS PT 154 1941.
 OC2085'
 OC2085'REFERENCE MARK 1 IS A STANDARD DISK STAMPED GELASPUS PT 154
 OC2085'NO 1 1941, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 OC2085'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 49 FEET NORTHWEST
 OC2085'OF THE POWERLINE POLE, 33 FEET NORTHEAST OF THE SOUTHEAST CORNER
 OC2085'OF THE HOUSE AND 28 FEET EAST-SOUTHEAST OF THE NORTHEAST
 OC2085'CORNER OF THE HOUSE.
 OC2085'
 OC2085'REFERENCE MARK 2 IS A STANDARD DISK STAMPED GELASPUS PT 154 NO 2
 OC2085'1941, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 OC2085'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 106 FEET
 OC2085'SOUTHEAST OF THE POWERLINE POLE, 84.5 FEET SOUTHWEST OF THE
 OC2085'NORTHWEST CORNER OF A GARAGE ATTACHED TO A HOUSE, 74 FEET
 OC2085'SOUTHWEST OF THE SOUTHWEST CORNER OF THE GARAGE AND 5 FEET
 OC2085'NORTH OF THE EDGE OF THE BLUFF.
 OC2085'
 OC2085'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OC2085'2.5 MILES WEST OF KENNEBUNKPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0526 ***********************************************************************
 OC0526  DESIGNATION -  GELASPUS PT 154 RM 1
 OC0526  PID         -  OC0526
 OC0526  STATE/COUNTY-  ME/YORK
 OC0526  USGS QUAD   -  WELLS (1979)
 OC0526
 OC0526                         *CURRENT SURVEY CONTROL
 OC0526  ___________________________________________________________________
 OC0526* NAD 83(1986)-  43 20 43.     (N)    070 30 48.     (W)     SCALED    
 OC0526* NAVD 88     -         9.414  (meters)      30.89   (feet)  ADJUSTED  
 OC0526  ___________________________________________________________________
 OC0526  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 OC0526  DYNAMIC HT  -           9.412 (meters)      30.88  (feet)  COMP
 OC0526  MODELED GRAV-     980,476.0   (mgal)                       NAVD 88
 OC0526
 OC0526  VERT ORDER  -  SECOND    CLASS 0
 OC0526
 OC0526.The horizontal coordinates were scaled from a topographic map and have
 OC0526.an estimated accuracy of +/- 6 seconds.
 OC0526
 OC0526.The orthometric height was determined by differential leveling
 OC0526.and adjusted by the National Geodetic Survey in June 1991..
 OC0526
 OC0526.The geoid height was determined by GEOID03.
 OC0526
 OC0526.The dynamic height is computed by dividing the NAVD 88
 OC0526.geopotential number by the normal gravity value computed on the
 OC0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0526.degrees latitude (g = 980.6199 gals.).
 OC0526
 OC0526.The modeled gravity was interpolated from observed gravity values.
 OC0526
 OC0526;                    North         East    Units  Estimated Accuracy
 OC0526;SPC ME W     -    56,930.      871,890.      MT  (+/- 180 meters Scaled)
 OC0526
 OC0526                          SUPERSEDED SURVEY CONTROL
 OC0526
 OC0526  NGVD 29 (??/??/92)    9.645  (m)           31.64   (f) ADJ UNCH    2 0
 OC0526
 OC0526.Superseded values are not recommended for survey control.
 OC0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0526.See file dsdata.txt to determine how the superseded data were derived.
 OC0526
 OC0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ773002(NAD 83)
 OC0526_MARKER: DR = REFERENCE MARK DISK
 OC0526_SETTING: 0 = UNSPECIFIED SETTING
 OC0526_STAMPING: GELASPUS PT 154 NO1 1 1943
 OC0526_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC0526
 OC0526  HISTORY     - Date     Condition        Report By
 OC0526  HISTORY     - 1943     MONUMENTED       CGS
 OC0526
 OC0526                          STATION DESCRIPTION
 OC0526
 OC0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 OC0526'0.6 MI W FROM KENNEBUNK.
 OC0526'0.6 MILE WEST ALONG THE BEACH ROAD FROM THE POST OFFICE AT
 OC0526'KENNEBUNK, YORK COUNTY, 100 YARDS NORTH OF MOUSAM RIVER, 100 FEET
 OC0526'NORTHWEST OF THE SEASHORE BLUFF, AND 38 FEET NORTH OF THE
 OC0526'SOUTHWEST END OF AN ARMY FIRE CONTROL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0527 ***********************************************************************
 OC0527  DESIGNATION -  GELASPUS PT 154 RM 2
 OC0527  PID         -  OC0527
 OC0527  STATE/COUNTY-  ME/YORK
 OC0527  USGS QUAD   -  WELLS (1979)
 OC0527
 OC0527                         *CURRENT SURVEY CONTROL
 OC0527  ___________________________________________________________________
 OC0527* NAD 83(1986)-  43 20 43.     (N)    070 30 49.     (W)     SCALED    
 OC0527* NAVD 88     -        12.209  (meters)      40.06   (feet)  ADJUSTED  
 OC0527  ___________________________________________________________________
 OC0527  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 OC0527  DYNAMIC HT  -          12.207 (meters)      40.05  (feet)  COMP
 OC0527  MODELED GRAV-     980,476.0   (mgal)                       NAVD 88
 OC0527
 OC0527  VERT ORDER  -  SECOND    CLASS 0
 OC0527
 OC0527.The horizontal coordinates were scaled from a topographic map and have
 OC0527.an estimated accuracy of +/- 6 seconds.
 OC0527
 OC0527.The orthometric height was determined by differential leveling
 OC0527.and adjusted by the National Geodetic Survey in June 1991..
 OC0527
 OC0527.The geoid height was determined by GEOID03.
 OC0527
 OC0527.The dynamic height is computed by dividing the NAVD 88
 OC0527.geopotential number by the normal gravity value computed on the
 OC0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0527.degrees latitude (g = 980.6199 gals.).
 OC0527
 OC0527.The modeled gravity was interpolated from observed gravity values.
 OC0527
 OC0527;                    North         East    Units  Estimated Accuracy
 OC0527;SPC ME W     -    56,930.      871,870.      MT  (+/- 180 meters Scaled)
 OC0527
 OC0527                          SUPERSEDED SURVEY CONTROL
 OC0527
 OC0527  NGVD 29 (??/??/92)   12.441  (m)           40.82   (f) ADJ UNCH    2 0
 OC0527
 OC0527.Superseded values are not recommended for survey control.
 OC0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0527.See file dsdata.txt to determine how the superseded data were derived.
 OC0527
 OC0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ773002(NAD 83)
 OC0527_MARKER: DR = REFERENCE MARK DISK
 OC0527_SETTING: 0 = UNSPECIFIED SETTING
 OC0527_STAMPING: GELASPUS PT 154 NO 2
 OC0527_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC0527
 OC0527  HISTORY     - Date     Condition        Report By
 OC0527  HISTORY     - UNK      MONUMENTED       CGS
 OC0527  HISTORY     - 1943     GOOD             NGS
 OC0527
 OC0527                          STATION DESCRIPTION
 OC0527
 OC0527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 OC0527'0.6 MI W FROM KENNEBUNK.
 OC0527'0.6 MILE WEST ALONG THE BEACH ROAD FROM THE POST OFFICE AT
 OC0527'KENNEBUNK, YORK COUNTY, 100 YARDS NORTH OF MOUSAM RIVER, 49
 OC0527'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF AN ARMY FIRE CONTROL
 OC0527'TOWER, AND 19 FEET NORTHWEST OF THE SEASHORE BLUFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0525 ***********************************************************************
 OC0525  DESIGNATION -  GELASPUS PT 154 USE
 OC0525  PID         -  OC0525
 OC0525  STATE/COUNTY-  ME/YORK
 OC0525  USGS QUAD   -  WELLS (1979)
 OC0525
 OC0525                         *CURRENT SURVEY CONTROL
 OC0525  ___________________________________________________________________
 OC0525* NAD 83(1986)-  43 20 43.     (N)    070 30 49.     (W)     SCALED    
 OC0525* NAVD 88     -        11.703  (meters)      38.40   (feet)  ADJUSTED  
 OC0525  ___________________________________________________________________
 OC0525  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 OC0525  DYNAMIC HT  -          11.701 (meters)      38.39  (feet)  COMP
 OC0525  MODELED GRAV-     980,476.0   (mgal)                       NAVD 88
 OC0525
 OC0525  VERT ORDER  -  SECOND    CLASS 0
 OC0525
 OC0525.The horizontal coordinates were scaled from a topographic map and have
 OC0525.an estimated accuracy of +/- 6 seconds.
 OC0525
 OC0525.The orthometric height was determined by differential leveling
 OC0525.and adjusted by the National Geodetic Survey in June 1991..
 OC0525
 OC0525.The geoid height was determined by GEOID03.
 OC0525
 OC0525.The dynamic height is computed by dividing the NAVD 88
 OC0525.geopotential number by the normal gravity value computed on the
 OC0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0525.degrees latitude (g = 980.6199 gals.).
 OC0525
 OC0525.The modeled gravity was interpolated from observed gravity values.
 OC0525
 OC0525;                    North         East    Units  Estimated Accuracy
 OC0525;SPC ME W     -    56,930.      871,870.      MT  (+/- 180 meters Scaled)
 OC0525
 OC0525                          SUPERSEDED SURVEY CONTROL
 OC0525
 OC0525  NGVD 29 (??/??/92)   11.934  (m)           39.15   (f) ADJ UNCH    2 0
 OC0525
 OC0525.Superseded values are not recommended for survey control.
 OC0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0525.See file dsdata.txt to determine how the superseded data were derived.
 OC0525
 OC0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ773002(NAD 83)
 OC0525_MARKER: DD = SURVEY DISK
 OC0525_SETTING: 0 = UNSPECIFIED SETTING
 OC0525_STAMPING: GELASPUS PT 154 1941
 OC0525_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC0525
 OC0525  HISTORY     - Date     Condition        Report By
 OC0525  HISTORY     - 1941     MONUMENTED       DOD
 OC0525  HISTORY     - 1943     GOOD             NGS
 OC0525
 OC0525                          STATION DESCRIPTION
 OC0525
 OC0525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 OC0525'0.6 MI W FROM KENNEBUNK.
 OC0525'0.6 MILE WEST ALONG THE BEACH ROAD FROM THE POST OFFICE AT
 OC0525'KENNEBUNK, YORK COUNTY, 100 YARDS NORTH OF MOUSAM RIVER, 65
 OC0525'FEET WEST OF THE SEASHORE BLUFF, AND 2 FEET WEST OF THE WEST END
 OC0525'OF AN ARMY FIRE CONTROL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2086 ***********************************************************************
 OC2086  DESIGNATION -  GELASPUS PT FIRE CONT TWR 1943
 OC2086  PID         -  OC2086
 OC2086  STATE/COUNTY-  ME/YORK
 OC2086  USGS QUAD   -  WELLS (1979)
 OC2086
 OC2086                         *CURRENT SURVEY CONTROL
 OC2086  ___________________________________________________________________
 OC2086* NAD 83(1996)-  43 20 37.39923(N)    070 30 46.69212(W)     ADJUSTED  
 OC2086* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 OC2086  ___________________________________________________________________
 OC2086  LAPLACE CORR-           2.97  (seconds)                    DEFLEC99
 OC2086  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 OC2086
 OC2086  HORZ ORDER  -  SECOND
 OC2086
 OC2086.The horizontal coordinates were established by classical geodetic methods
 OC2086.and adjusted by the National Geodetic Survey in March 1998..
 OC2086
 OC2086.The orthometric height was scaled from a topographic map.
 OC2086
 OC2086.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2086
 OC2086.The geoid height was determined by GEOID03.
 OC2086
 OC2086;                    North         East     Units Scale Factor Converg.
 OC2086;SPC ME W     -    56,757.709   871,920.926   MT  0.99997636   -0 14 15.7
 OC2086;UTM  19      - 4,800,097.142   377,369.087   MT  0.99978499   -1 02 18.9
 OC2086
 OC2086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2086!SPC ME W     -   1.00000229  x   0.99997636  =   0.99997865
 OC2086!UTM  19      -   1.00000229  x   0.99978499  =   0.99978728
 OC2086
 OC2086:                Primary Azimuth Mark                     Grid Az
 OC2086:SPC ME W     -  KENNEBUNK BEACH ATL HOTEL ROOF           077 46 54.8
 OC2086:UTM  19      -  KENNEBUNK BEACH ATL HOTEL ROOF           078 34 58.0
 OC2086
 OC2086|---------------------------------------------------------------------|
 OC2086| PID    Reference Object                     Distance      Geod. Az  |
 OC2086|                                                           dddmmss.s |
 OC2086| OC2021 KENNEBUNK BEACH ATL HOTEL ROOF      APPROX. 1.3 KM 0773239.1 |
 OC2086| OC2089 MOODY POINT ROBERTS SPIRE           APPROX. 7.8 KM 2163533.5 |
 OC2086| OC2083 WELLS FIRST CONG CHURCH SPIRE       APPROX. 7.6 KM 2314917.7 |
 OC2086| OC2085 GELASPUS POINT 154 RESET              9.199 METERS 27846     |
 OC2086|---------------------------------------------------------------------|
 OC2086
 OC2086                          SUPERSEDED SURVEY CONTROL
 OC2086
 OC2086  NAD 83(1992)-  43 20 37.39798(N)    070 30 46.69338(W) AD(       ) 2
 OC2086  NAD 83(1986)-  43 20 37.40352(N)    070 30 46.69924(W) AD(       ) 2
 OC2086  NAD 27      -  43 20 37.10100(N)    070 30 48.50800(W) AD(       ) 2
 OC2086
 OC2086.Superseded values are not recommended for survey control.
 OC2086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2086.See file dsdata.txt to determine how the superseded data were derived.
 OC2086
 OC2086_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ7736900097(NAD 83)
 OC2086
 OC2086  HISTORY     - Date     Condition        Report By
 OC2086  HISTORY     - 1943     MONUMENTED       CGS
 OC2086
 OC2086                          STATION DESCRIPTION
 OC2086
 OC2086'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 OC2086'STATION IS A STANDARD STATION DISK, STAMPED GELASPUS PT FCT 1943
 OC2086'AND SET ON THE ROOF OF THE GELASPUS POINT FIRE CONTROL
 OC2086'TOWER.  THE POINT SELECTED WAS PROJECTED FROM THE CENTER OF THE
 OC2086'INSTRUMENT MOUNT ON THE TOP FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2040 ***********************************************************************
 OC2040  DESIGNATION -  GEO EMMONS HOUSE MIDDLE CHIM
 OC2040  PID         -  OC2040
 OC2040  STATE/COUNTY-  ME/YORK
 OC2040  USGS QUAD   -  BIDDEFORD (1975)
 OC2040
 OC2040                         *CURRENT SURVEY CONTROL
 OC2040  ___________________________________________________________________
 OC2040* NAD 83(1996)-  43 24 17.07691(N)    070 24 12.10491(W)     ADJUSTED  
 OC2040* NAVD 88     -                                                        
 OC2040  ___________________________________________________________________
 OC2040  LAPLACE CORR-           2.98  (seconds)                    DEFLEC99
 OC2040  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 OC2040
 OC2040  HORZ ORDER  -  THIRD
 OC2040
 OC2040.The horizontal coordinates were established by classical geodetic methods
 OC2040.and adjusted by the National Geodetic Survey in March 1998..
 OC2040
 OC2040
 OC2040.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2040
 OC2040.The geoid height was determined by GEOID03.
 OC2040
 OC2040;                    North         East     Units Scale Factor Converg.
 OC2040;SPC ME W     -    63,505.951   880,827.397   MT  0.99997119   -0 09 45.5
 OC2040;UTM  19      - 4,806,718.826   386,367.247   MT  0.99975883   -0 57 51.9
 OC2040
 OC2040                          SUPERSEDED SURVEY CONTROL
 OC2040
 OC2040  NAD 83(1992)-  43 24 17.07558(N)    070 24 12.10621(W) AD(       ) 4
 OC2040  NAD 83(1986)-  43 24 17.08153(N)    070 24 12.11168(W) AD(       ) 4
 OC2040  NAD 27      -  43 24 16.77300(N)    070 24 13.93800(W) AD(       ) 3
 OC2040
 OC2040.Superseded values are not recommended for survey control.
 OC2040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2040.See file dsdata.txt to determine how the superseded data were derived.
 OC2040
 OC2040_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ8636706719(NAD 83)
 OC2040
 OC2040  HISTORY     - Date     Condition        Report By
 OC2040  HISTORY     - UNK      MONUMENTED
 OC2040  HISTORY     - 1928     SEE DESCRIPTION  CGS
 OC2040  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OC2040
 OC2040                          STATION DESCRIPTION
 OC2040
 OC2040'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (GCM)
 OC2040'RECOVERED UNCHANGED.
 OC2040
 OC2040                          STATION RECOVERY (1953)
 OC2040
 OC2040'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EHK)
 OC2040'THE HOUSE AND CHIMNEY WERE DESTROYED BY FIRE IN 1947.  A NEW
 OC2040'HOUSE HAS BEEN BUILT ON THE OLD FOUNDATION, BUT THE OWNER STATES
 OC2040'THAT THE NEW CHIMNEY IS NOT IN THE POSITION OCCUPIED BY ANY
 OC2040'OF THE OLD CHIMNEYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2564 ***********************************************************************
 PE2564  DESIGNATION -  GEORGE
 PE2564  PID         -  PE2564
 PE2564  STATE/COUNTY-  ME/HANCOCK
 PE2564  USGS QUAD   -  DEER ISLE (1983)
 PE2564
 PE2564                         *CURRENT SURVEY CONTROL
 PE2564  ___________________________________________________________________
 PE2564* NAD 83(1996)-  44 07 38.63952(N)    068 39 27.96092(W)     ADJUSTED  
 PE2564* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 PE2564  ___________________________________________________________________
 PE2564  LAPLACE CORR-           2.64  (seconds)                    DEFLEC99
 PE2564  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 PE2564
 PE2564  HORZ ORDER  -  THIRD
 PE2564
 PE2564.The horizontal coordinates were established by classical geodetic methods
 PE2564.and adjusted by the National Geodetic Survey in March 1998..
 PE2564.No horizontal observational check was made to the station.
 PE2564
 PE2564.The orthometric height was scaled from a topographic map.
 PE2564
 PE2564.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2564
 PE2564.The geoid height was determined by GEOID03.
 PE2564
 PE2564;                    North         East     Units Scale Factor Converg.
 PE2564;SPC ME E     -    51,199.156   287,374.486   MT  0.99990196   -0 06 35.4
 PE2564;UTM  19      - 4,886,079.955   527,379.458   MT  0.99960922   +0 14 17.8
 PE2564
 PE2564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2564!SPC ME E     -   1.00000324  x   0.99990196  =   0.99990520
 PE2564!UTM  19      -   1.00000324  x   0.99960922  =   0.99961246
 PE2564
 PE2564                          SUPERSEDED SURVEY CONTROL
 PE2564
 PE2564  NAD 83(1992)-  44 07 38.64661(N)    068 39 27.94121(W) AD(       ) 3
 PE2564  NAD 83(1986)-  44 07 38.64921(N)    068 39 27.93352(W) AD(       ) 3
 PE2564
 PE2564.Superseded values are not recommended for survey control.
 PE2564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2564.See file dsdata.txt to determine how the superseded data were derived.
 PE2564
 PE2564_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ2737986080(NAD 83)
 PE2564_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PE2564_SETTING: 66 = SET IN ROCK OUTCROP
 PE2564_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 PE2564_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2564_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE2564+STABILITY: POSITION/ELEVATION WELL
 PE2564
 PE2564  HISTORY     - Date     Condition        Report By
 PE2564  HISTORY     - 1983     MONUMENTED       NOS
 PE2564
 PE2564                          STATION DESCRIPTION
 PE2564
 PE2564'DESCRIBED BY NATIONAL OCEAN SERVICE 1983 (CSM)
 PE2564'THE STATION IS LOCATED ON THE SOUTHWEST CORNER OF GEORGE
 PE2564'HEAD ISLAND WHICH IS SOUTH OF STONINGTON, MAINE.
 PE2564'
 PE2564'THE STATION WAS REACHED BY BOAT.
 PE2564'
 PE2564'THE STATION IS A PLAIN ALUMINUM DISK 5 CM IN DIAMETER SET
 PE2564'FLUSH INTO A DRILL HOLE IN A ROCK OUTCROP AND IT IS STAMPED
 PE2564'---GEORGE 1982---.  IT IS LOCATED,
 PE2564'3.7 METERS (12 FT) EAST FROM THE HIGH WATER LINE AND
 PE2564'20.6 METERS (67.6 FT) WEST FROM THE TREELINE.
 PE2564'
 PE2564'HEIGHT IF LIGHT SHOWN ABOVE THE MARK WAS 1.40 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1164 ***********************************************************************
 OC1164  CBN         -  This is a Cooperative Base Network Control Station.
 OC1164  DESIGNATION -  GERALD
 OC1164  PID         -  OC1164
 OC1164  STATE/COUNTY-  ME/CUMBERLAND
 OC1164  USGS QUAD   -  PORTLAND WEST (1978)
 OC1164
 OC1164                         *CURRENT SURVEY CONTROL
 OC1164  ___________________________________________________________________
 OC1164* NAD 83(1996)-  43 40 25.05041(N)    070 19 40.30164(W)     ADJUSTED  
 OC1164* NAVD 88     -        34.486  (meters)     113.14   (feet)  ADJUSTED  
 OC1164  ___________________________________________________________________
 OC1164  X           -   1,555,466.258 (meters)                     COMP
 OC1164  Y           -  -4,350,914.216 (meters)                     COMP
 OC1164  Z           -   4,381,940.131 (meters)                     COMP
 OC1164  LAPLACE CORR-           3.40  (seconds)                    DEFLEC99
 OC1164  ELLIP HEIGHT-           8.24  (meters)          (04/26/01) GPS OBS
 OC1164  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 OC1164  DYNAMIC HT  -          34.481 (meters)     113.13  (feet)  COMP
 OC1164  MODELED GRAV-     980,493.7   (mgal)                       NAVD 88
 OC1164
 OC1164  HORZ ORDER  -  A
 OC1164  VERT ORDER  -  SECOND    CLASS I
 OC1164  ELLP ORDER  -  FOURTH    CLASS I
 OC1164
 OC1164.The horizontal coordinates were established by GPS observations
 OC1164.and adjusted by the National Geodetic Survey in April 2001..
 OC1164
 OC1164.The orthometric height was determined by differential leveling
 OC1164.and adjusted by the National Geodetic Survey in June 1991..
 OC1164
 OC1164.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OC1164
 OC1164.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1164
 OC1164.The ellipsoidal height was determined by GPS observations
 OC1164.and is referenced to NAD 83.
 OC1164
 OC1164.The geoid height was determined by GEOID03.
 OC1164
 OC1164.The dynamic height is computed by dividing the NAVD 88
 OC1164.geopotential number by the normal gravity value computed on the
 OC1164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1164.degrees latitude (g = 980.6199 gals.).
 OC1164
 OC1164.The modeled gravity was interpolated from observed gravity values.
 OC1164
 OC1164;                    North         East     Units Scale Factor Converg.
 OC1164;SPC ME W     -    93,363.981   887,000.942   MT  0.99996874   -0 06 40.7
 OC1164;UTM  19      - 4,836,480.766   392,957.573   MT  0.99974093   -0 55 01.3
 OC1164
 OC1164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1164!SPC ME W     -   0.99999871  x   0.99996874  =   0.99996745
 OC1164!UTM  19      -   0.99999871  x   0.99974093  =   0.99973964
 OC1164
 OC1164:                Primary Azimuth Mark                     Grid Az
 OC1164:SPC ME W     -  MT INDEPENDENCE                          003 53 38.4
 OC1164:UTM  19      -  MT INDEPENDENCE                          004 41 59.0
 OC1164
 OC1164|---------------------------------------------------------------------|
 OC1164| PID    Reference Object                     Distance      Geod. Az  |
 OC1164|                                                           dddmmss.s |
 OC1164| OC1972 MT INDEPENDENCE                     APPROX. 9.5 KM 0034657.7 |
 OC1164| OC1861 PORTLAND RAD STA WGAN W MAST        APPROX. 2.0 KM 0231257.1 |
 OC1164| OC1862 PORTLAND RAD STA WGAN E MAST        APPROX. 2.0 KM 0263731.2 |
 OC1164| OC1165 CHARTER                              21.615 METERS 03001     |
 OC1164| OC1860 PORTLAND FINEST TANK                APPROX. 3.5 KM 0692102.8 |
 OC1164| OC1857 PORTLAND ST JOSEPHS CONVENT         APPROX. 2.8 KM 0773156.8 |
 OC1164| OC1855 PORTLAND WOODFORDS CONG CH          APPROX. 3.3 KM 0954356.9 |
 OC1164| OC1656 MUNJOY HILL OBSERVATORY             APPROX. 6.5 KM 0980619.1 |
 OC1164| OC1854 PORTLAND RAD STA WPOR MAST          APPROX. 4.9 KM 1020024.3 |
 OC1164| OC1815 PORTLAND CATH CATHEDRAL SPIRE       APPROX. 6.0 KM 1023131.5 |
 OC1164| OC1829 PORTLAND CITY HALL                  APPROX. 5.9 KM 1053736.2 |
 OC1164| OC1851 PORTLAND NETT MICROWAVE LIGHT       APPROX. 5.5 KM 1104547.9 |
 OC1164| OC1847 PORTLAND ME MEDICAL HOSP STACK      APPROX. 4.7 KM 1184746.8 |
 OC1164| OC1789 SOUTH PORTLAND CONG SPIRE           APPROX. 8.3 KM 1210004.0 |
 OC1164| OC1845 PORTLAND APT OBSTR LIGHT            APPROX. 5.2 KM 1254329.3 |
 OC1164| OC1864 SOUTH PORTLAND METH SPIRE           APPROX. 6.1 KM 1440102.9 |
 OC1164| OC1842 SOUTH PORTLAND BOYS CTR MAST        APPROX. 4.3 KM 1581055.2 |
 OC1164| OC1939 GORHAM MUN TANK                     APPROX. 9.9 KM 2742736.4 |
 OC1164| OC1940 GORHAM FIRST CONG CH SPIRE          APPROX. 9.4 KM 2750233.8 |
 OC1164| OC1163 GERALD RM 1                          16.669 METERS 29423     |
 OC1164| OC1796 WESTBROOK STACK                     APPROX. 2.4 KM 3012231.0 |
 OC1164|---------------------------------------------------------------------|
 OC1164
 OC1164                          SUPERSEDED SURVEY CONTROL
 OC1164
 OC1164  NAD 83(1996)-  43 40 25.04868(N)    070 19 40.29965(W) AD(       ) 2
 OC1164  NAD 83(1992)-  43 40 25.04740(N)    070 19 40.30048(W) AD(       ) 2
 OC1164  NAD 83(1986)-  43 40 25.05340(N)    070 19 40.30605(W) AD(       ) 2
 OC1164  NAD 27      -  43 40 24.76636(N)    070 19 42.13258(W) AD(       ) 2
 OC1164  NAVD 88 (04/26/01)   34.49   (m)          113.2    (f) LEVELING    3  
 OC1164  NGVD 29 (??/??/92)   34.703  (m)          113.85   (f) ADJ UNCH    2 1
 OC1164
 OC1164.Superseded values are not recommended for survey control.
 OC1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1164.See file dsdata.txt to determine how the superseded data were derived.
 OC1164
 OC1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9295836481(NAD 83)
 OC1164_MARKER: DD = SURVEY DISK
 OC1164_SETTING: 66 = SET IN ROCK OUTCROP
 OC1164_SP_SET: ROCK OUTCROP
 OC1164_STAMPING: GERALD 1974
 OC1164_MARK LOGO: MEDT  
 OC1164_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OC1164_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC1164+STABILITY: POSITION/ELEVATION WELL
 OC1164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OC1164+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2000
 OC1164
 OC1164  HISTORY     - Date     Condition        Report By
 OC1164  HISTORY     - 1975     MONUMENTED       MEDT
 OC1164  HISTORY     - 1975     GOOD             MEDT
 OC1164  HISTORY     - 1977     GOOD             NGS
 OC1164  HISTORY     - 20000724 GOOD             MEDT
 OC1164
 OC1164                          STATION DESCRIPTION
 OC1164
 OC1164'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975 (RCA)
 OC1164'THE STATION IS LOCATED IN THE WESTERN PART OF THE CITY OF
 OC1164'PORTLAND ABOUT 1.75 MILES EAST-SOUTHEAST OF WESTBROOK, 3 MILES
 OC1164'WEST OF BACK COVE, 2 MILES NORTHWEST OF THE PORTLAND
 OC1164'INTERNATIONAL JETPORT AND ON PROPERTY OWNED BY THE MAINE
 OC1164'TURNPIKE AUTHORITY.
 OC1164'
 OC1164'TO REACH THE STATION FROM THE INTERSECTION OF EXIT 8 OF THE MAINE
 OC1164'TURNPIKE AND RIVERSIDE STREET, TAKE THE ENTRANCE RAMP AND PROCEED
 OC1164'SOUTH ON THE MAINE TURNPIKE FOR 0.5 MILE TO THE STATION ON THE
 OC1164'LEFT.
 OC1164'
 OC1164'THE STATION IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION DISK
 OC1164'STAMPED GERALD 1974, CEMENTED IN A DRILL HOLE IN A 2 BY 3 FOOT
 OC1164'BOULDER WHICH PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 25.8
 OC1164'FEET WEST OF THE RIGHT-OF-WAY FENCE, 86.0 FEET WEST OF A METAL
 OC1164'LIGHT POLE, 223.8 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER
 OC1164'OF A MOTEL AND 100.0 FEET EAST OF THE CENTER LINE OF THE
 OC1164'NORTHBOUND LANE OF THE MAINE TURNPIKE.
 OC1164'
 OC1164'REFERENCE MARK 2 IS A STANDARD MAINE STATE HIGHWAY COMMISSION
 OC1164'DISK STAMPED CHARTER, CEMENTED IN A DRILL HOLE IN OUTCROPPING
 OC1164'BEDROCK WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 11.0 FEET
 OC1164'WEST OF THE RIGHT-OF-WAY FENCE, 28.2 FEET WEST OF THE EAST EDGE
 OC1164'OF A PAVED DRIVE AND 114.8 FEET EAST OF THE CENTER LINE OF THE
 OC1164'NORTHBOUND LANE OF THE MAINE TURNPIKE.
 OC1164'
 OC1164'REFERENCE MARK 1 IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 OC1164'DISK STAMPED GERALD NO 1 1974, CEMENTED IN A DRILL HOLE IN
 OC1164'OUTCROPPING BEDROCK WHICH IS FLUSH WITH THE GROUND SURFACE.  IT
 OC1164'IS ABOUT 6 FEET BELOW THE STATION MARK.  IT IS 80.0 FEET WEST
 OC1164'OF THE RIGHT-OF-WAY FENCE AND 45.0 FEET EAST OF THE NORTHBOUND
 OC1164'LANE OF THE MAINE TURNPIKE.
 OC1164'
 OC1164'NO AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 OC1164'
 OC1164'HEIGHT OF LIGHT ABOVE STATION MARK 24 METERS.
 OC1164
 OC1164                          STATION RECOVERY (1975)
 OC1164
 OC1164'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 OC1164'IN PORTLAND.
 OC1164'ABOUT 0.95 MILES NORTHEASTERLY ALONG THE MAINE TURNPIKE NORTHBOUND
 OC1164'FROM THE WESTBROOK STREET OVERPASS CROSSING THE MAINE TURNPIKE, (AND
 OC1164'ALSO ABOUT 0.5 MILE SOUTH OF THE EXIT NO. 8 TOLL GATE).  A DISK SET
 OC1164'FLUSH IN A 2 BY 3 FOOT LEDGE OUTCROP, 100 FEET SOUTHEAST OF THE
 OC1164'CENTERLINE OF THE MAINE TURNPIKE NORTHBOUND AND PROJECTING ABOUT 6
 OC1164'INCHES ABOVE GROUND.  ALSO 223.8 FEET SOUTHWEST OF THE SOUTHWEST
 OC1164'CORNER OF THE CROSS ROADS MOTOR INN MOTEL, 86 FEET WEST OF A METAL
 OC1164'LIGHT POLE, 25.8 FEET WEST OF THE RIGHT-OF-WAY FENCE, 70.99 FEET
 OC1164'SOUTHWEST OF CHARTER, AND 0.1 MILE NORTH OF A PAVED CROSSOVER BETWEEN
 OC1164'THE NORTHBOUND AND SOUTHBOUND LANES OF THE MAINE TURNPIKE.
 OC1164
 OC1164                          STATION RECOVERY (1977)
 OC1164
 OC1164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (PDC)
 OC1164'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 OC1164'
 OC1164'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OC1164'1.75 MILES EAST-SOUTHEAST OF WESTBROOK.
 OC1164
 OC1164                          STATION RECOVERY (2000)
 OC1164
 OC1164'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 2000 (TL)
 OC1164'THE STATION IS LOCATED IN THE WESTERN PART OF PORTLAND, ABOUT 3 MI
 OC1164'(4.8 KM) WEST OF BACK COVE AND 1.75 MI (2.82 KM) EAST-SOUTHEAST OF
 OC1164'WESTBROOK.  OWNERSHIP--MAINE TURNPIKE AUTHORITY.  TO REACH FROM THE
 OC1164'INTERSECTION OF EXIT 8 OF THE MAINE TURNPIKE AND RIVERSIDE STREET, GO
 OC1164'SOUTH FOR 0.2 MI (0.3 KM) ON RIVERSIDE STREET TO THE TRAFFIC LIGHT AT
 OC1164'BRIGHTON AVENUE.  TURN LEFT AT THE LIGHT AND GO 0.1 MI (0.2 KM) TO THE
 OC1164'VALLEY RESTAURANT AND RAMADA INN PARKING LOT.  TURN RIGHT AND GO SOUTH
 OC1164'FOR 0.2 MI (0.3 KM) PASSING RESTAURANT AND MOTEL ON THE LEFT UNTIL
 OC1164'DRIVEWAY TURNS EAST.  THE STATION IS OVER THE RIGHT-OF-WAY FENCE WEST
 OC1164'OF THE DRIVEWAY.  LOCATED 223.8 FT (68.2 M) WEST-SOUTHWEST OF THE
 OC1164'SOUTHWEST CORNER OF A MOTEL, 100.0 FT (30.5 M) EAST OF THE CENTERLINE
 OC1164'OF THE NORTHBOUND LANE OF THE MAINE TURNPIKE, 86.0 FT (26.2 M) WEST OF
 OC1164'A METAL LIGHT POLE, 70.9 FT (21.6 M) SOUTHWEST OF STATION CHARTER,
 OC1164'55.25 FT (16.84 M) SOUTHEAST OF GERALD RM 1 AND 25.8 FT (7.9 M) WEST
 OC1164'OF THE RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1163 ***********************************************************************
 OC1163  DESIGNATION -  GERALD RM 1
 OC1163  PID         -  OC1163
 OC1163  STATE/COUNTY-  ME/CUMBERLAND
 OC1163  USGS QUAD   -  PORTLAND WEST (1978)
 OC1163
 OC1163                         *CURRENT SURVEY CONTROL
 OC1163  ___________________________________________________________________
 OC1163* NAD 83(1986)-  43 40 25.     (N)    070 19 42.     (W)     SCALED    
 OC1163* NAVD 88     -        32.655  (meters)     107.14   (feet)  ADJUSTED  
 OC1163  ___________________________________________________________________
 OC1163  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 OC1163  DYNAMIC HT  -          32.651 (meters)     107.12  (feet)  COMP
 OC1163  MODELED GRAV-     980,493.6   (mgal)                       NAVD 88
 OC1163
 OC1163  VERT ORDER  -  SECOND    CLASS I
 OC1163
 OC1163.The horizontal coordinates were scaled from a topographic map and have
 OC1163.an estimated accuracy of +/- 6 seconds.
 OC1163
 OC1163.The orthometric height was determined by differential leveling
 OC1163.and adjusted by the National Geodetic Survey in June 1991..
 OC1163
 OC1163.The geoid height was determined by GEOID03.
 OC1163
 OC1163.The dynamic height is computed by dividing the NAVD 88
 OC1163.geopotential number by the normal gravity value computed on the
 OC1163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1163.degrees latitude (g = 980.6199 gals.).
 OC1163
 OC1163.The modeled gravity was interpolated from observed gravity values.
 OC1163
 OC1163;                    North         East    Units  Estimated Accuracy
 OC1163;SPC ME W     -    93,360.      886,960.      MT  (+/- 180 meters Scaled)
 OC1163
 OC1163                          SUPERSEDED SURVEY CONTROL
 OC1163
 OC1163  NGVD 29 (??/??/92)   32.872  (m)          107.85   (f) ADJ UNCH    2 1
 OC1163
 OC1163.Superseded values are not recommended for survey control.
 OC1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1163.See file dsdata.txt to determine how the superseded data were derived.
 OC1163
 OC1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ929364(NAD 83)
 OC1163_MARKER: DD = SURVEY DISK
 OC1163_SETTING: 66 = SET IN ROCK OUTCROP
 OC1163_SP_SET: ROCK LEDGE
 OC1163_STAMPING: GERALD RM-1 1974
 OC1163_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC1163+STABILITY: POSITION/ELEVATION WELL
 OC1163
 OC1163  HISTORY     - Date     Condition        Report By
 OC1163  HISTORY     - 1974     MONUMENTED       MEDT
 OC1163  HISTORY     - 1975     GOOD             MEDT
 OC1163
 OC1163                          STATION DESCRIPTION
 OC1163
 OC1163'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 OC1163'IN PORTLAND.
 OC1163'ABOUT 0.95 MILES NORTHEASTERLY ALONG THE MAINE TURNPIKE NORTHBOUND,
 OC1163'FROM THE WESTBROOK STREET OVERPASS CROSSING THE MAINE TURNPIKE, (AND
 OC1163'ALSO ABOUT 0.5 MILE SOUTH OF THE EXIT NO. 8 TOLL GATE).  A DISK SET
 OC1163'FLUSH IN THE EXPOSED LEDGE 45 1/2 FEET SOUTHEAST OF THE CENTERLINE OF
 OC1163'THE MAINE TURNPIKE NORTHBOUND, 80 1/2 FEET WEST OF THE RIGHT-OF-WAY
 OC1163'FENCE ALONG THE NORTHBOUND LANE, 51 FEET SOUTH OF THE NORTHERN MOST
 OC1163'LEDGE EXPOSURE, 21 FEET NORTH OF THE SOUTHERN MOST LEDGE EXPOSURE AND
 OC1163'4 FEET SOUTHEAST OF THE 4-FOOT VERTICAL LEDGE FACE.  ALSO 54.68 FEET
 OC1163'NORTHWEST OF THE STATION MARK DESCRIBED AND 3 FEET ABOVE THE SURFACE
 OC1163'OF THE NORTHBOUND LANE OF THE MAINE TURNPIKE AND 93.66 FEET WEST OF
 OC1163'CHARTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1764 ***********************************************************************
 PE1764  DESIGNATION -  GERRISH
 PE1764  PID         -  PE1764
 PE1764  STATE/COUNTY-  ME/HANCOCK
 PE1764  USGS QUAD   -  WINTER HARBOR (1985)
 PE1764
 PE1764                         *CURRENT SURVEY CONTROL
 PE1764  ___________________________________________________________________
 PE1764* NAD 83(1996)-  44 23 42.77896(N)    068 04 51.39258(W)     ADJUSTED  
 PE1764* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 PE1764  ___________________________________________________________________
 PE1764  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 PE1764  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 PE1764
 PE1764  HORZ ORDER  -  THIRD
 PE1764
 PE1764.The horizontal coordinates were established by classical geodetic methods
 PE1764.and adjusted by the National Geodetic Survey in March 1998..
 PE1764
 PE1764.The orthometric height was scaled from a topographic map.
 PE1764
 PE1764.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1764
 PE1764.The geoid height was determined by GEOID03.
 PE1764
 PE1764;                    North         East     Units Scale Factor Converg.
 PE1764;SPC ME E     -    81,028.548   333,383.771   MT  0.99991370   +0 17 35.4
 PE1764;UTM  19      - 4,916,180.888   573,193.820   MT  0.99966588   +0 38 34.8
 PE1764
 PE1764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1764!SPC ME E     -   1.00000282  x   0.99991370  =   0.99991652
 PE1764!UTM  19      -   1.00000282  x   0.99966588  =   0.99966870
 PE1764
 PE1764|---------------------------------------------------------------------|
 PE1764| PID    Reference Object                     Distance      Geod. Az  |
 PE1764|                                                           dddmmss.s |
 PE1764| CE7956 GERRISH RM 1                         28.501 METERS 05146     |
 PE1764| PE1763 WINTER HARBOR STANDPIPE             APPROX. 1.2 KM 0994611.8 |
 PE1764| CE7957 GERRISH RM 2                          8.704 METERS 13549     |
 PE1764| PE1770 WINTER HARBOR LH                    APPROX. 3.8 KM 1880910.9 |
 PE1764|---------------------------------------------------------------------|
 PE1764
 PE1764                          SUPERSEDED SURVEY CONTROL
 PE1764
 PE1764  NAD 83(1992)-  44 23 42.77762(N)    068 04 51.39933(W) AD(       ) 3
 PE1764  NAD 83(1986)-  44 23 42.77550(N)    068 04 51.40414(W) AD(       ) 3
 PE1764  NAD 27      -  44 23 42.48785(N)    068 04 53.39032(W) AD(       ) 3
 PE1764
 PE1764.Superseded values are not recommended for survey control.
 PE1764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1764.See file dsdata.txt to determine how the superseded data were derived.
 PE1764
 PE1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK7319416181(NAD 83)
 PE1764_MARKER: I = METAL ROD
 PE1764_SETTING: 0 = UNSPECIFIED SETTING
 PE1764
 PE1764  HISTORY     - Date     Condition        Report By
 PE1764  HISTORY     - 1968     MONUMENTED       CGS
 PE1764
 PE1764                          STATION DESCRIPTION
 PE1764
 PE1764'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (NCS)
 PE1764'LOCATED IN THE TOWN OF WINTER HARBOR ON THE FIRST (PRESENTLY DIRT)
 PE1764'STREET WEST OF SARGENT STREET, 0.4 MILE EAST OF THE CENTER OF TOWN,
 PE1764'0.25 MILE EAST OF THE POST OFFICE AND 0.15 MILE EAST OF THE
 PE1764'JUNCTION OF MAIN AND NEWMAN STREETS.
 PE1764'
 PE1764'STATION MARK IS A PUNCH MARK IN THE TOP OF A COPPER-COATED
 PE1764'ROD DRIVEN TO 1 INCH BELOW THE SURFACE OF THE DIRT ROAD,
 PE1764'145 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 186 AND 6 FEET
 PE1764'WEST OF THE CENTER OF THE DIRT ROAD.
 PE1764'
 PE1764'RM 1 IS A STANDARD DISK STAMPED GERRISH NO 1 1968, SET IN THE
 PE1764'TOP OF A CONCRETE CYLINDER THAT PROJECTS 2 INCHES.  IT IS 1
 PE1764'FOOT SOUTH OF THE SOUTH END OF, AND IN LINE WITH, A PICKET
 PE1764'FENCE ON THE EAST PROPERTY LINE OF MR. GERRISHS MILK BAR, 91
 PE1764'FEET SOUTH OF THE CENTER OF STATE HIGHWAY 186, 81 FEET EAST
 PE1764'OF THE CENTER OF THE DIRT ROAD AND 23 FEET EAST OF THE SOUTHEAST
 PE1764'CORNER OF THE SMALL BUILDING HOUSING THE MILK BAR.
 PE1764'
 PE1764'RM 2 IS A STANDARD DISK STAMPED GERRISH NO 2 1968, SET IN THE
 PE1764'TOP OF A CONCRETE CYLINDER THAT PROJECTS 2 INCHES.  IT IS 1
 PE1764'FOOT WEST OF, AND IN LINE WITH, THE WIRE FENCE AT THE SOUTH
 PE1764'PROPERTY LINE OF THE MILK BAR, 170 FEET SOUTH OF THE CENTER OF
 PE1764'186 AND 9 FEET EAST OF THE CENTER OF THE DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2191 ***********************************************************************
 OC2191  DESIGNATION -  GERRISH 1917
 OC2191  PID         -  OC2191
 OC2191  STATE/COUNTY-  ME/YORK
 OC2191  USGS QUAD   -  KITTERY (1989)
 OC2191
 OC2191                         *CURRENT SURVEY CONTROL
 OC2191  ___________________________________________________________________
 OC2191* NAD 83(1996)-  43 04 30.98844(N)    070 39 58.80013(W)     ADJUSTED  
 OC2191* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 OC2191  ___________________________________________________________________
 OC2191  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 OC2191  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 OC2191
 OC2191  HORZ ORDER  -  THIRD
 OC2191
 OC2191.The horizontal coordinates were established by classical geodetic methods
 OC2191.and adjusted by the National Geodetic Survey in March 1998..
 OC2191
 OC2191.The orthometric height was scaled from a topographic map.
 OC2191
 OC2191.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2191
 OC2191.The geoid height was determined by GEOID03.
 OC2191
 OC2191;                    North         East     Units Scale Factor Converg.
 OC2191;SPC ME W     -    26,997.985   859,307.786   MT  0.99998703   -0 20 28.5
 OC2191;SPC NH       -    64,390.037   381,466.072   MT  1.00004828   +0 40 59.6
 OC2191;SPC NH       -   211,252.98  1,251,526.60   sFT  1.00004828   +0 40 59.6
 OC2191;UTM  19      - 4,770,521.389   364,344.513   MT  0.99982638   -1 08 17.6
 OC2191
 OC2191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2191!SPC ME W     -   1.00000294  x   0.99998703  =   0.99998997
 OC2191!SPC NH       -   1.00000294  x   1.00004828  =   1.00005122
 OC2191!UTM  19      -   1.00000294  x   0.99982638  =   0.99982932
 OC2191
 OC2191:                Primary Azimuth Mark                     Grid Az
 OC2191:SPC ME W     -  CAS                                      024 39 18.1
 OC2191:SPC NH       -  CAS                                      023 37 50.0
 OC2191:UTM  19      -  CAS                                      025 27 07.2
 OC2191
 OC2191|---------------------------------------------------------------------|
 OC2191| PID    Reference Object                     Distance      Geod. Az  |
 OC2191|                                                           dddmmss.s |
 OC2191| OC2205 CAS                                 APPROX. 5.5 KM 0241849.6 |
 OC2191| OC2165 STONES ROCK SPINDLE                 APPROX. 4.3 KM 0353859.1 |
 OC2191| OC1995 BOON ISLAND LIGHTHOUSE              APPROX.16.3 KM 0713442.2 |
 OC2191| OC2162 YORK LEDGE SPINDLE                  APPROX. 6.4 KM 0713553.0 |
 OC2191| MY4800 PEL                                 APPROX.10.1 KM 1552236.6 |
 OC2191|---------------------------------------------------------------------|
 OC2191
 OC2191                          SUPERSEDED SURVEY CONTROL
 OC2191
 OC2191  NAD 83(1992)-  43 04 30.98743(N)    070 39 58.80065(W) AD(       ) 3
 OC2191  NAD 83(1986)-  43 04 30.99042(N)    070 39 58.80532(W) AD(       ) 3
 OC2191  NAD 27      -  43 04 30.67100(N)    070 40 00.61400(W) AD(       ) 3
 OC2191
 OC2191.Superseded values are not recommended for survey control.
 OC2191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2191.See file dsdata.txt to determine how the superseded data were derived.
 OC2191
 OC2191_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH6434570521(NAD 83)
 OC2191_MARKER: Z = SEE DESCRIPTION
 OC2191_SETTING: 0 = UNSPECIFIED SETTING
 OC2191_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC2191
 OC2191  HISTORY     - Date     Condition        Report By
 OC2191  HISTORY     - 1917     MONUMENTED       CGS
 OC2191  HISTORY     - 1928     GOOD             CGS
 OC2191  HISTORY     - 1943     MARK NOT FOUND   CGS
 OC2191
 OC2191                          STATION DESCRIPTION
 OC2191
 OC2191'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (GCM)
 OC2191'STATION RECOVERED IN GOOD CONDITION.  IT IS LOCATED ON THE
 OC2191'E COAST OF GERRISH ISLAND ON ROCKY BEACH KNOWN AS SISTERS
 OC2191'POINT NEAR HIGHWATER LINE, ABOUT 250 METERS NORTHEASTERLY
 OC2191'ARE TWO ROCKS BARE AT HIGH WATER.  INSHORE ABOUT 300 METERS
 OC2191'IS AN OLD ABANDONED HOUSE.
 OC2191
 OC2191                          STATION RECOVERY (1943)
 OC2191
 OC2191'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 OC2191'STATION NOT RECOVERED.  SINCE NO DESCRIPTION OF MARK WAS
 OC2191'GIVEN IT WAS ASSUMED THAT IT WAS BRONZE DISK.  SEARCH WAS
 OC2191'ABANDONED AFTER ONE HOUR.  IRON RODS PROJECTING ABOVE ROCKS
 OC2191'WERE FOUND IN THREE PLACES, BUT WITHOUT CERTAIN IDENTIFICATION.
 OC2191'
 OC2191'RECOMMEND STATION BE CLASSIFIED AS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1698 ***********************************************************************
 QF1698  DESIGNATION -  GIB IBC
 QF1698  PID         -  QF1698
 QF1698  STATE/COUNTY-  ME/WASHINGTON
 QF1698  USGS QUAD   -  FOREST CITY (1988)
 QF1698
 QF1698                         *CURRENT SURVEY CONTROL
 QF1698  ___________________________________________________________________
 QF1698* NAD 83(1996)-  45 40 54.95037(N)    067 43 53.07950(W)     ADJUSTED  
 QF1698* NAVD 88     -       132.     (meters)     433.     (feet)  SCALED    
 QF1698  ___________________________________________________________________
 QF1698  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 QF1698  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 QF1698
 QF1698  HORZ ORDER  -  THIRD
 QF1698
 QF1698.The horizontal coordinates were established by classical geodetic methods
 QF1698.and adjusted by the National Geodetic Survey in March 1998..
 QF1698
 QF1698.The orthometric height was scaled from a topographic map.
 QF1698
 QF1698.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1698
 QF1698.The geoid height was determined by GEOID03.
 QF1698
 QF1698;                    North         East     Units Scale Factor Converg.
 QF1698;SPC ME E     -   224,211.975   359,871.636   MT  0.99994406   +0 32 59.7
 QF1698;UTM  19      - 5,059,491.347   598,790.930   MT  0.99971999   +0 54 27.8
 QF1698
 QF1698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1698!SPC ME E     -   0.99998306  x   0.99994406  =   0.99992713
 QF1698!UTM  19      -   0.99998306  x   0.99971999  =   0.99970306
 QF1698
 QF1698:                Primary Azimuth Mark                     Grid Az
 QF1698:SPC ME E     -  FOREST IBC 1946                          162 41 31.6
 QF1698:UTM  19      -  FOREST IBC 1946                          162 20 03.5
 QF1698
 QF1698|---------------------------------------------------------------------|
 QF1698| PID    Reference Object                     Distance      Geod. Az  |
 QF1698|                                                           dddmmss.s |
 QF1698| QF1611 FOREST IBC 1946                     APPROX. 3.7 KM 1631431.3 |
 QF1698| QF1711 LEA                                 APPROX. 0.5 KM 2115707.2 |
 QF1698| QF1708 WAY                                 289.313 METERS 31637     |
 QF1698|---------------------------------------------------------------------|
 QF1698
 QF1698                          SUPERSEDED SURVEY CONTROL
 QF1698
 QF1698  NAD 83(1992)-  45 40 54.94715(N)    067 43 53.07768(W) AD(       ) 3
 QF1698  NAD 83(1986)-  45 40 54.95154(N)    067 43 53.09395(W) AD(       ) 3
 QF1698  NAD 27      -  45 40 54.73208(N)    067 43 55.06226(W) AD(       ) 3
 QF1698
 QF1698.Superseded values are not recommended for survey control.
 QF1698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1698.See file dsdata.txt to determine how the superseded data were derived.
 QF1698
 QF1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9879159491(NAD 83)
 QF1698_MARKER: DD = SURVEY DISK
 QF1698_SETTING: 80 = SET IN A BOULDER
 QF1698_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF1698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1698+STABILITY: SURFACE MOTION
 QF1698
 QF1698  HISTORY     - Date     Condition        Report By
 QF1698  HISTORY     - 1912     MONUMENTED       IBC
 QF1698  HISTORY     - 1955     GOOD             IBC
 QF1698  HISTORY     - 1972     GOOD             IBC
 QF1698
 QF1698                          STATION DESCRIPTION
 QF1698
 QF1698'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (AJB)
 QF1698'ON THE E SHORE OF MUD LAKE, AT THE NARROW SECTION OF THE LAKE, ABOUT
 QF1698'1.3 MILES N OF FOREST CITY.  IT IS AT THE SHORELINE ON A ROCK THAT IS
 QF1698'SPLIT ON THE S SIDE, IS ABOUT 5 BY 3.5 METERS IN CROSS SECTION AND
 QF1698'2 METERS HIGH.  STATION IS IN EDGE OF WOODS WITH A 12 - INCH PINE
 QF1698'GROWING AGAINST THE ROCK ON THE SHORE SIDE.
 QF1698'
 QF1698'STATION MARK IS A COPPER DISK SET IN A DRILL HOLE IN THE ROCK.  A
 QF1698'CROSS WITHIN A TRIANGLE IS CUT IN A BOULDER 6.60 METERS NORTHWARD
 QF1698'AND LAKEWARD FROM THE STATION.  A CROSS WITHIN A TRIANGLE IS CUT ON
 QF1698'THE INSIDE PART OF A SPLIT ROCK ON THE TREE LINE 11.33 METERS S OF
 QF1698'THE STATION.  THE STATION IS 2.15 METERS E OF THE LINE JOINING THESE
 QF1698'CROSSES.  ANOTHER CROSS WITHIN A TRIANGLE IS CUT IN A LOW ROCK 3.23
 QF1698'METERS INLAND FROM THE STATION.
 QF1698
 QF1698                          STATION RECOVERY (1955)
 QF1698
 QF1698'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1698'STATION RECOVERED IN GOOD CONDITION.
 QF1698
 QF1698                          STATION RECOVERY (1972)
 QF1698
 QF1698'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1698'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2565 ***********************************************************************
 PE2565  DESIGNATION -  GIL
 PE2565  PID         -  PE2565
 PE2565  STATE/COUNTY-  ME/WALDO
 PE2565  USGS QUAD   -  NORTH HAVEN WEST (1983)
 PE2565
 PE2565                         *CURRENT SURVEY CONTROL
 PE2565  ___________________________________________________________________
 PE2565* NAD 83(1996)-  44 14 59.82700(N)    068 56 40.70900(W)     ADJUSTED  
 PE2565* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 PE2565  ___________________________________________________________________
 PE2565  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 PE2565  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 PE2565
 PE2565  HORZ ORDER  -  THIRD
 PE2565
 PE2565.The horizontal coordinates were established by classical geodetic methods
 PE2565.and adjusted by the National Geodetic Survey in March 1998..
 PE2565
 PE2565.The orthometric height was scaled from a topographic map.
 PE2565
 PE2565.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2565
 PE2565.The geoid height was determined by GEOID03.
 PE2565
 PE2565;                    North         East     Units Scale Factor Converg.
 PE2565;SPC ME E     -    64,899.325   264,490.608   MT  0.99991550   -0 18 37.0
 PE2565;UTM  19      - 4,899,636.552   504,419.652   MT  0.99960024   +0 02 19.1
 PE2565
 PE2565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2565!SPC ME E     -   1.00000351  x   0.99991550  =   0.99991900
 PE2565!UTM  19      -   1.00000351  x   0.99960024  =   0.99960374
 PE2565
 PE2565                          SUPERSEDED SURVEY CONTROL
 PE2565
 PE2565  NAD 83(1992)-  44 14 59.83232(N)    068 56 40.68886(W) AD(       ) 3
 PE2565  NAD 83(1986)-  44 14 59.83360(N)    068 56 40.69166(W) AD(       ) 3
 PE2565
 PE2565.Superseded values are not recommended for survey control.
 PE2565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2565.See file dsdata.txt to determine how the superseded data were derived.
 PE2565
 PE2565_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ0442099637(NAD 83)
 PE2565_MARKER: DD = SURVEY DISK
 PE2565_SETTING: 0 = UNSPECIFIED SETTING
 PE2565_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2565_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE2565
 PE2565  HISTORY     - Date     Condition        Report By
 PE2565  HISTORY     - 1983     MONUMENTED       NOS
 PE2565
 PE2565                          STATION DESCRIPTION
 PE2565
 PE2565'DESCRIBED BY NATIONAL OCEAN SERVICE 1983 (RST)
 PE2565'THE STATION IS LOCATED ON THE SOUTHEASTERN SHORE OF SEVEN HUNDRED
 PE2565'ACRE ISLAND IN PENOBSCOT BAY.
 PE2565'
 PE2565'THE STATION MUST BE REACHED BY BOAT.
 PE2565'
 PE2565'THE STATION IS A PLAIN BRONZE DISK 5 CM IN DIAMETER, STAMPED
 PE2565'---GIL 1982---, SET FLUSH IN THE CENTER OF THE MOST EASTERLY
 PE2565'OF THREE GRANITE CRIBS.
 PE2565'
 PE2565'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.40 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1101 ***********************************************************************
 PD1101  DESIGNATION -  GILCHRIST ROCK BEACON
 PD1101  PID         -  PD1101
 PD1101  STATE/COUNTY-  ME/WASHINGTON
 PD1101  USGS QUAD   -  JONESPORT (1977)
 PD1101
 PD1101                         *CURRENT SURVEY CONTROL
 PD1101  ___________________________________________________________________
 PD1101* NAD 83(1996)-  44 31 53.34437(N)    067 32 50.43784(W)     ADJUSTED  
 PD1101* NAVD 88     -                                                        
 PD1101  ___________________________________________________________________
 PD1101  LAPLACE CORR-           4.06  (seconds)                    DEFLEC99
 PD1101  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 PD1101
 PD1101  HORZ ORDER  -  THIRD
 PD1101
 PD1101.The horizontal coordinates were established by classical geodetic methods
 PD1101.and adjusted by the National Geodetic Survey in March 1998..
 PD1101
 PD1101
 PD1101.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1101
 PD1101.The geoid height was determined by GEOID03.
 PD1101
 PD1101;                    North         East     Units Scale Factor Converg.
 PD1101;SPC ME E     -    96,525.383   375,716.033   MT  0.99997048   +0 40 05.3
 PD1101;UTM  19      - 4,931,932.650   615,420.953   MT  0.99976383   +1 01 07.9
 PD1101
 PD1101                          SUPERSEDED SURVEY CONTROL
 PD1101
 PD1101  NAD 83(1992)-  44 31 53.33993(N)    067 32 50.43672(W) AD(       ) 4
 PD1101  NAD 83(1986)-  44 31 53.33571(N)    067 32 50.43973(W) AD(       ) 4
 PD1101  NAD 27      -  44 31 53.05300(N)    067 32 52.46700(W) AD(       ) 3
 PD1101
 PD1101.Superseded values are not recommended for survey control.
 PD1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1101.See file dsdata.txt to determine how the superseded data were derived.
 PD1101
 PD1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK1542131933(NAD 83)
 PD1101
 PD1101  HISTORY     - Date     Condition        Report By
 PD1101  HISTORY     - UNK      MONUMENTED
 PD1101  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD1101
 PD1101                          STATION DESCRIPTION
 PD1101
 PD1101'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD1101'THIS STATION IS THE BLACK SPHERICAL CAGE ON AN IRON SPINDLE LOCATED
 PD1101'ON GILCHRIST ROCK, ON THE S SIDE OF THE E APPROACH TO MOOSABEC
 PD1101'REACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0470 ***********************************************************************
 OB0470  DESIGNATION -  GILLIES
 OB0470  PID         -  OB0470
 OB0470  STATE/COUNTY-  ME/SAGADAHOC
 OB0470  USGS QUAD   -  SMALL POINT (1957)
 OB0470
 OB0470                         *CURRENT SURVEY CONTROL
 OB0470  ___________________________________________________________________
 OB0470* NAD 83(1996)-  43 44 08.61576(N)    069 52 08.15096(W)     ADJUSTED  
 OB0470* NAVD 88     -        18.     (meters)      59.     (feet)  SCALED    
 OB0470  ___________________________________________________________________
 OB0470  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 OB0470  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 OB0470
 OB0470  HORZ ORDER  -  THIRD
 OB0470
 OB0470.The horizontal coordinates were established by classical geodetic methods
 OB0470.and adjusted by the National Geodetic Survey in March 1998..
 OB0470
 OB0470.The orthometric height was scaled from a topographic map.
 OB0470
 OB0470.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0470
 OB0470.The geoid height was determined by GEOID03.
 OB0470
 OB0470;                    North         East     Units Scale Factor Converg.
 OB0470;SPC ME W     -   100,294.085   923,985.205   MT  0.99997374   +0 12 21.0
 OB0470;UTM  19      - 4,842,888.097   430,025.642   MT  0.99966022   -0 36 02.7
 OB0470
 OB0470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0470!SPC ME W     -   1.00000125  x   0.99997374  =   0.99997499
 OB0470!UTM  19      -   1.00000125  x   0.99966022  =   0.99966147
 OB0470
 OB0470|---------------------------------------------------------------------|
 OB0470| PID    Reference Object                     Distance      Geod. Az  |
 OB0470|                                                           dddmmss.s |
 OB0470| CE8172 GILLIES RM 1                          7.822 METERS 17934     |
 OB0470| CE8173 GILLIES RM 2                          8.725 METERS 29212     |
 OB0470| OB0493 JAMISON LEDGE BEACON                APPROX. 1.5 KM 3221703.1 |
 OB0470| OB0588 SEBASCODEGAN IS C HARBOR HOTEL      APPROX. 6.6 KM 3423623.8 |
 OB0470|---------------------------------------------------------------------|
 OB0470
 OB0470                          SUPERSEDED SURVEY CONTROL
 OB0470
 OB0470  NAD 83(1992)-  43 44 08.61333(N)    069 52 08.15016(W) AD(       ) 3
 OB0470  NAD 83(1986)-  43 44 08.61908(N)    069 52 08.15568(W) AD(       ) 3
 OB0470  NAD 27      -  43 44 08.31500(N)    069 52 09.99000(W) AD(       ) 3
 OB0470
 OB0470.Superseded values are not recommended for survey control.
 OB0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0470.See file dsdata.txt to determine how the superseded data were derived.
 OB0470
 OB0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3002642888(NAD 83)
 OB0470
 OB0470  HISTORY     - Date     Condition        Report By
 OB0470  HISTORY     - 1933     MONUMENTED       CGS
 OB0470  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0470
 OB0470                          STATION DESCRIPTION
 OB0470
 OB0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OB0470'THIS STATION IS ON THE N END OF WOOD ISLAND ON A HIGH PROMINENT
 OB0470'ROCK 25 METERS WIDE AND 40 METERS LONG, ON THE HIGHEST POINT
 OB0470'OF THE ROCK 8 METERS FROM THE E SIDE, 17 METERS FROM THE W SIDE,
 OB0470'21 METERS FROM THE S SIDE, AND 20 METERS FROM THE N SIDE.
 OB0470'
 OB0470'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 OB0470'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 OB0470'
 OB0470'REFERENCE MARK NO. 1 IS S OF THE STATION NEAR THE EDGE OF A
 OB0470'SHARP DROP.
 OB0470'
 OB0470'REFERENCE MARK NO. 2 IS W OF THE STATION AND 7 METERS FROM
 OB0470'THE STEEP W SIDE OF THE ROCK.
 OB0470'
 OB0470'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.25 METERS.
 OB0470
 OB0470                          STATION RECOVERY (1942)
 OB0470
 OB0470'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OB0470'RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE AND CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0515 ***********************************************************************
 OB0515  DESIGNATION -  GILMORES HILL
 OB0515  PID         -  OB0515
 OB0515  STATE/COUNTY-  ME/SAGADAHOC
 OB0515  USGS QUAD   -  BATH (1980)
 OB0515
 OB0515                         *CURRENT SURVEY CONTROL
 OB0515  ___________________________________________________________________
 OB0515* NAD 83(1996)-  43 54 43.23652(N)    069 46 44.73952(W)     ADJUSTED  
 OB0515* NAVD 88     -        51.     (meters)     167.     (feet)  SCALED    
 OB0515  ___________________________________________________________________
 OB0515  LAPLACE CORR-           2.43  (seconds)                    DEFLEC99
 OB0515  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 OB0515
 OB0515  HORZ ORDER  -  THIRD
 OB0515
 OB0515.The horizontal coordinates were established by classical geodetic methods
 OB0515.and adjusted by the National Geodetic Survey in March 1998..
 OB0515
 OB0515.The orthometric height was scaled from a topographic map.
 OB0515
 OB0515.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0515
 OB0515.The geoid height was determined by GEOID03.
 OB0515
 OB0515;                    North         East     Units Scale Factor Converg.
 OB0515;SPC ME W     -   119,910.027   931,130.579   MT  0.99997858   +0 16 07.7
 OB0515;UTM  19      - 4,862,395.059   437,444.492   MT  0.99964813   -0 32 25.3
 OB0515
 OB0515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0515!SPC ME W     -   0.99999607  x   0.99997858  =   0.99997465
 OB0515!UTM  19      -   0.99999607  x   0.99964813  =   0.99964420
 OB0515
 OB0515|---------------------------------------------------------------------|
 OB0515| PID    Reference Object                     Distance      Geod. Az  |
 OB0515|                                                           dddmmss.s |
 OB0515| CE8175 GILMORES HILL RM 2                    4.505 METERS 18058     |
 OB0515| OB0500 BATH SOUTH METHODIST CH SPIRE       APPROX. 3.0 KM 2631221.1 |
 OB0515| OB0509 BATH UNIVERSALIST CH SPIRE          APPROX. 2.8 KM 2710215.8 |
 OB0515| OB0496 BATH CENTRAL CHURCH SPIRE           APPROX. 3.0 KM 2720114.4 |
 OB0515| OB0498 BATH BAPTIST CHURCH SPIRE           APPROX. 3.0 KM 2750124.6 |
 OB0515| OB0497 BATH WINTER STREET CH SPIRE         APPROX. 3.0 KM 2774105.0 |
 OB0515| OB0494 BATH EPISCOPAL CHURCH SPIRE         APPROX. 3.2 KM 2800311.5 |
 OB0515| OB0499 BATH CALVINIST CHURCH SPIRE         APPROX. 3.1 KM 2842854.4 |
 OB0515| OB0521 BATH RED CHURCH SPIRE               APPROX. 3.2 KM 2984159.8 |
 OB0515| CE8174 GILMORES HILL RM 1                    4.092 METERS 31546     |
 OB0515| OB0495 WEST TELEGRAPH POLE                 APPROX. 5.2 KM 3232136.0 |
 OB0515| OB0508 EAST TELEGRAPH POLE                 APPROX. 5.2 KM 3271730.1 |
 OB0515|---------------------------------------------------------------------|
 OB0515
 OB0515                          SUPERSEDED SURVEY CONTROL
 OB0515
 OB0515  NAD 83(1992)-  43 54 43.23552(N)    069 46 44.73785(W) AD(       ) 3
 OB0515  NAD 83(1986)-  43 54 43.24093(N)    069 46 44.74318(W) AD(       ) 3
 OB0515  NAD 27      -  43 54 42.94800(N)    069 46 46.56400(W) AD(       ) 3
 OB0515
 OB0515.Superseded values are not recommended for survey control.
 OB0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0515.See file dsdata.txt to determine how the superseded data were derived.
 OB0515
 OB0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3744462395(NAD 83)
 OB0515
 OB0515  HISTORY     - Date     Condition        Report By
 OB0515  HISTORY     - 1855     MONUMENTED       CGS
 OB0515  HISTORY     - 1913     SEE DESCRIPTION  CGS
 OB0515  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OB0515  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0515  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0515
 OB0515                          STATION DESCRIPTION
 OB0515
 OB0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 OB0515'ON THE HIGHEST POINT OF A HIGH RIDGE ON THE E BANK OF SASSANOA
 OB0515'RIVER, ABOUT 1 MILE FROM ARROWSIC BRIDGE, IN FRONT OF BATH.  THE
 OB0515'LAND NOW (1913) BELONGS TO W.L. LINCOLN.  THE TOP OF THE RIDGE IS
 OB0515'BARE ROCK, AND THE STATION IS MARKED BY A STANDARD MARKER SET IN A
 OB0515'DRILLED HOLE 1-1/2 INCHES IN DIAMETER.  A STANDARD REFERENCE MARK
 OB0515'IS SIMILARLY SET AT A DISTANCE OF 4.08 METERS FROM THE STATION,
 OB0515'IN AZIMUTH 135 DEG 45 MIN 20 SEC.  A PILE OF ROCKS WAS MADE
 OB0515'AROUND THE STATION.  LINCOLNS HOUSE CHIMNEY IS 1/4 MILE DISTANT IN
 OB0515'AZIMUTH 63 DEG 25 MIN.
 OB0515
 OB0515                          STATION RECOVERY (1933)
 OB0515
 OB0515'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OB0515'STATION RECOVERED AS DESCRIBED.
 OB0515'
 OB0515'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK WEDGED IN A DRILL
 OB0515'HOLE IN OUTCROPPING BEDROCK WAS ESTABLISHED.  IT IS 4.56 METERS
 OB0515'SW OF STATION.
 OB0515'
 OB0515'REFERENCE MARK NO. 1 IS NW OF STATION.
 OB0515'
 OB0515'TO REACH THE STATION, CONTINUE ON U.S. HIGHWAY 1, 2 MILES E
 OB0515'OF TOLL GATE AT BATH TO THE NEQUASSET BROOK BRIDGE AND TAKE ROAD
 OB0515'TO RIGHT JUST BEYOND THE BRIDGE.  CONTINUE DOWN THIS ROAD 1.7 MILES
 OB0515'(PASS SIDE ROAD LEFT AT 0.5 MILE FROM U.S. HIGHWAY 1) TO THE
 OB0515'LINCOLN HOUSE (LARGE WHITE HOUSE, LEFT HAND SIDE OF ROAD).
 OB0515'STATION IS ON TOP OF HILL 1/4 MILE ENE FROM THIS HOUSE.  FOLLOW
 OB0515'TRAIL FROM HOUSE TO DIVIDE, LEAVE TRAIL AND CONTINUE THROUGH
 OB0515'WOODS ALONG CENTER OF RIDGE TO HIGHEST POINT AND STATION.
 OB0515
 OB0515                          STATION RECOVERY (1934)
 OB0515
 OB0515'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0515'THIS STATION IS ON THE HIGHEST POINT OF THAT KNOLL WHICH LIES
 OB0515'ABOUT 1 MILE DUE W OF THE NARROW PLACE IN THE SASSANOA RIVER
 OB0515'(KNOWN AS UPPER HELL GATE) AND ABOUT 2 MILES DUE E OF BATH.  THE
 OB0515'HILL IS KNOWN LOCALLY AS HANSENS HILL.  THE STATION MARK IS ON THE
 OB0515'HIGHEST POINT OF THE LEDGE.  REFERENCE MARK NO. 1 IS ON THE NW
 OB0515'SLOPE OF THE LEDGE AND REFERENCE MARK NO. 2 IS ON THE S SLOPE.
 OB0515'
 OB0515'TO REACH THE STATION FROM BATH, GO E ON U.S. HIGHWAY 1 ABOUT
 OB0515'3 MILES TO THE BRIDGE OVER NEQUASSETT BROOK.  TURN S JUST E OF THIS
 OB0515'BRIDGE AND FOLLOW DIRT ROAD 1-1/2 MILES TO A GATE ON THE LEFT JUST
 OB0515'BEFORE COMING TO A SMALL WHITE HOUSE.  TURN LEFT THROUGH GATE AND
 OB0515'GO 0.1 MILE TO A TRIANGULAR BLAZE ON THE RIGHT.  ENTER THE WOODS
 OB0515'OPPOSITE THIS BLAZE AND FOLLOW TRAIL ABOUT 150 METERS TO THE TOP
 OB0515'OF THE HILL AND STATION.
 OB0515
 OB0515                          STATION RECOVERY (1942)
 OB0515
 OB0515'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OB0515'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED.  A VERY
 OB0515'PROMINENT LAND MARK, IN THE FORM OF TALLEST PINE TREE IN THIS
 OB0515'VICINITY, JUST W OF STATION, WITH ALL ITS BRANCHES OUT OFF
 OB0515'EXCEPT NEAR THE TOP, HELPS TO LOCATE THE STATION AT A CONSIDERABLE
 OB0515'DISTANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0712 ***********************************************************************
 RE0712  DESIGNATION -  GLANCY
 RE0712  PID         -  RE0712
 RE0712  STATE/COUNTY-  ME/AROOSTOOK
 RE0712  USGS QUAD   -  TWIN BROOK (1984)
 RE0712
 RE0712                         *CURRENT SURVEY CONTROL
 RE0712  ___________________________________________________________________
 RE0712* NAD 83(1996)-  46 08 11.08778(N)    067 55 31.46809(W)     ADJUSTED  
 RE0712* NAVD 88     -       148.9    (meters)     489.     (feet)  VERTCON   
 RE0712  ___________________________________________________________________
 RE0712  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 RE0712  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 RE0712
 RE0712  HORZ ORDER  -  SECOND
 RE0712
 RE0712.The horizontal coordinates were established by classical geodetic methods
 RE0712.and adjusted by the National Geodetic Survey in March 1998..
 RE0712
 RE0712.The NAVD 88 height was computed by applying the VERTCON shift value to
 RE0712.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RE0712
 RE0712.The Laplace correction was computed from DEFLEC99 derived deflections.
 RE0712
 RE0712.The geoid height was determined by GEOID03.
 RE0712
 RE0712;                    North         East     Units Scale Factor Converg.
 RE0712;SPC ME E     -   274,595.641   344,395.831   MT  0.99992422   +0 24 51.4
 RE0712;UTM  19      - 5,109,765.355   583,003.256   MT  0.99968469   +0 46 29.3
 RE0712
 RE0712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RE0712!SPC ME E     -   0.99998036  x   0.99992422  =   0.99990458
 RE0712!UTM  19      -   0.99998036  x   0.99968469  =   0.99966506
 RE0712
 RE0712|---------------------------------------------------------------------|
 RE0712| PID    Reference Object                     Distance      Geod. Az  |
 RE0712|                                                           dddmmss.s |
 RE0712| DA5419 GLANCY RM 1                          35.730 METERS 04143     |
 RE0712| RE0028 MOOSE                               APPROX. 2.4 KM 1104508.8 |
 RE0712| DA5418 GLANCY AZ MK                                       1541837.3 |
 RE0712| DA5420 GLANCY RM 2                          23.760 METERS 32056     |
 RE0712|---------------------------------------------------------------------|
 RE0712
 RE0712                          SUPERSEDED SURVEY CONTROL
 RE0712
 RE0712  NAD 83(1992)-  46 08 11.08451(N)    067 55 31.46810(W) AD(       ) 2
 RE0712  NAD 83(1986)-  46 08 11.08849(N)    067 55 31.49152(W) AD(       ) 2
 RE0712  NAD 27      -  46 08 10.89330(N)    067 55 33.42930(W) AD(       ) 2
 RE0712  NGVD 29 (07/19/86)  149.1    (m)          489.     (f) VERT ANG       
 RE0712
 RE0712.Superseded values are not recommended for survey control.
 RE0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0712.See file dsdata.txt to determine how the superseded data were derived.
 RE0712
 RE0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM8300309765(NAD 83)
 RE0712_MARKER: DS = TRIANGULATION STATION DISK
 RE0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RE0712_STAMPING: GLANCY 1959
 RE0712_MARK LOGO: NGS   
 RE0712_MAGNETIC: N = NO MAGNETIC MATERIAL
 RE0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RE0712+STABILITY: SURFACE MOTION
 RE0712
 RE0712  HISTORY     - Date     Condition        Report By
 RE0712  HISTORY     - 1959     MONUMENTED       CGS
 RE0712  HISTORY     - 1972     SEE DESCRIPTION  MEDT
 RE0712  HISTORY     - 1975     SEE DESCRIPTION  NGS
 RE0712  HISTORY     - 1981     GOOD             MEDT
 RE0712  HISTORY     - 19830919 GOOD             NGS
 RE0712
 RE0712                          STATION DESCRIPTION
 RE0712
 RE0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (HRL)
 RE0712'STATION IS LOCATED ABOUT 4 MILES WEST-NORTHWEST OF HOULTON AND
 RE0712'ABOUT 3 MILES NORTH OF NICKERSON LAKE.  STATION, A STANDARD DISK
 RE0712'SET IN A 12X12 INCH CONCRETE MONUMENT AND STAMPED GLANCY 1959
 RE0712'IS 31-1/2 FEET SOUTH OF APPROXIMATE CENTERLINE OF FIELD ROAD,
 RE0712'25-1/2 FEET NORTHWEST OF A MAPLE TREE WITH TRIANGLE BLAZE, 3.6
 RE0712'FEET NORTHEAST OF WITNESS POST AND 50 FEET SOUTH OF AN OLD
 RE0712'HOUSE.  THE MARK PROJECTS 2 INCHES.
 RE0712'
 RE0712'TO REACH FROM THE ROTARY CIRCLE IN HOULTON, GO NORTH ON U.S.
 RE0712'HIGHWAYS NO. 1 AND 2 FOR 0.2 MILE TO JUNCTION OF U.S. HIGHWAYS
 RE0712'NO. 1 AND 2.  TURN LEFT AND GO WEST ON U.S. HIGHWAY N NO. 2
 RE0712'FOR 4.4 MILES TO GRAVEL FARM ROAD RIGHT.  TURN RIGHT AND GO NORTH
 RE0712'ON GRAVEL FARM ROAD FOR 0.2 MILE TO FORKS.  TAKE LEFT FORK AND GO
 RE0712'NORTHERLY ON GRAVEL ROAD FOR 0.15 MILE TO FORKS.  TAKE RIGHT
 RE0712'FORK AND GO NORTHEASTERLY ON GRAVEL ROAD FOR 0.3 MILE TO OLD
 RE0712'HOUSE AND STATION ON LEFT AS DESCRIBED.  TO REACH AZIMUTH MARK
 RE0712'FROM STATION, GO SOUTHEASTERLY ACROSS FIELD FOR 0.25 MILE TO
 RE0712'EDGE OF WOODS AND AZIMUTH MARK AS DESCRIBED.
 RE0712'
 RE0712'REFERENCE MARK NO. 1, A STANDARD DISK SET IN A 12X12 INCH
 RE0712'CONCRETE MONUMENT AND STAMPED GLANCY NO 1 1959 IS 47-1/2 FEET
 RE0712'NORTH OF APPROXIMATE CENTERLINE OF DRIVEWAY, 42-1/2 FEET NORTHEAST
 RE0712'OF AN OLD WELL AND 102 FEET NORTHEAST OF MAPLE TREE WITH TRIANGLE
 RE0712'BLAZE.  THE MARK PROJECTS 2 INCHES.
 RE0712'
 RE0712'REFERENCE MARK NO. 2, A STANDARD DISK SET IN A 12X12 INCH
 RE0712'CONCRETE MONUMENT AND STAMPED GLANCY NO 2 1959 IS 60-1/2 FEET
 RE0712'SOUTH-SOUTHWEST OF A 46 INCH TREE, 40-1/2 FEET NORTH OF APPROXIMATE
 RE0712'CENTERLINE OF DRIVEWAY AND 7 FEET SOUTH OF AN APPLE TREE.  THE
 RE0712'MARK PROJECTS 2 INCHES.
 RE0712'
 RE0712'AZIMUTH MARK, A STANDARD DISK SET IN A 12X12 INCH CONCRETE
 RE0712'MONUMENT AND STAMPED GLANCY 1959 IS 16 FEET EAST OF A TWIN TRUNKS
 RE0712'BIRCH TREE, 12 FEET SOUTH OF APPROXIMATE CENTERLINE OF TRACK
 RE0712'ROAD AND 2.4 FEET NORTH OF A WITNESS POST.  THE MARK PROJECTS 3
 RE0712'INCHES.
 RE0712'
 RE0712'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 RE0712
 RE0712                          STATION RECOVERY (1972)
 RE0712
 RE0712'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1972
 RE0712'GLANCY 1959 RECOVERED AS DESCRIBED.  RM 1 AND RM 2 RECOVERED
 RE0712'AS DESCRIBED.  AZ. MK NOT RECOVERED, MAY HAVE BEEN DESTROYED BY
 RE0712'A GRAVEL PIT BEING OPEN.  THE OLD HOUSE IN THE DESCRIPTION IS
 RE0712'NOW GONE.  THE TRIANGLE IN THE MAPLE TREE WAS REDONE.
 RE0712
 RE0712                          STATION RECOVERY (1975)
 RE0712
 RE0712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 RE0712'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND
 RE0712'IN GOOD CONDITION, THE AZIMUTH MARK WAS NOT FOUND.
 RE0712'
 RE0712'STATION IS LOCATED ABOUT 4 MILES WEST-NORTHWEST OF HOULTON AND 3
 RE0712'MILES NORTH OF NICKERSON LAKE, THE OLD HOUSE MENTIONED IN THE
 RE0712'ORIGINAL DESCRIPTION HAS BEEN TORN DOWN.
 RE0712'
 RE0712'TO REACH THE STATION FROM THE TRAFFIC CIRCLE IN HOULTON, GO
 RE0712'NORTH ON U.S. HIGHWAYS 1 AND 2 FOR 0.2 MILE TO POINT WHERE U.S.
 RE0712'HIGHWAY 1 GOES STRAIGHT AHEAD, TURN LEFT AND FOLLOW U.S. HIGHWAY
 RE0712'2 WEST FOR 4.4 MILES TO GRAVEL ROAD RIGHT, TURN RIGHT, GO
 RE0712'NORTHERLY ON FARM ROAD FOR 0.35 MILE TO FORK, KEEP LEFT CONTINUE
 RE0712'NORTHERLY FOR 0.15 MILE TO FORK, TAKE RIGHT FORK CONTINUE
 RE0712'NORTHERLY FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 RE0712'
 RE0712'STATION MARK IS A STANDARD DISK SET IN TOP OF 12 INCH SQUARE
 RE0712'CONCRETE MONUMENT FLUSH WITH THE GROUND AND IS STAMPED GLANCY
 RE0712'1959.  IT IS 31 FEET SOUTH OF CENTER OF FIELD ROAD, 25.5 FEET
 RE0712'NORTHWEST OF MAPLE TREE WITH TRIANGLE BLAZE PAINTED BRIGHT ORANGE
 RE0712'AND 1.5 FEET SOUTH OF A WITNESS POST.
 RE0712'
 RE0712'REFERENCE MARK NO 1 IS A STANDARD DISK SET IN TOP OF A 12 INCH
 RE0712'SQUARE CONCRETE MONUMENT FLUSH WITH GROUND AND IS STAMPED GLANCY
 RE0712'NO 1 1959.  IT IS 116 FEET NORTHEAST OF WITNESS POST, 102 FEET
 RE0712'NORTH-NORTHEAST OF MAPLE TREE WITH TRIANGLE BLAZE PAINTED ORANGE
 RE0712'AND 47 FEET NORTH OF CENTER OF FIELD ROAD.
 RE0712'
 RE0712'REFERENCE MARK 2 IS A STANDARD DISK SET TOP OF A 12 INCH SQUARE
 RE0712'CONCRETE MONUMENT FLUSH WITH THE GROUND AND IS STAMPED GLANCY NO 2
 RE0712'1959.  IT IS 76.8 FEET NORTHWEST OF WITNESS POST AND 40 FEET NORTH
 RE0712'OF CENTER OF FIELD ROAD.
 RE0712'
 RE0712'AZIMUTH MARK WAS NOT FOUND.
 RE0712'
 RE0712'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RE0712'4 MILES WEST-NORTHWEST OF HOULTON.
 RE0712
 RE0712                          STATION RECOVERY (1981)
 RE0712
 RE0712'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1981 (BJR)
 RE0712'GLANCY - 1959 RECOVERED GOOD.
 RE0712'
 RE0712'GLANCY NO. 1 - 1959 RECOVERED GOOD.
 RE0712'
 RE0712'GLANCY NO. 2 - 1959 RECOVERED GOOD.
 RE0712'
 RE0712'AZ GLANCY - 1959 FOUND DESTROYED.
 RE0712'
 RE0712'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MI.
 RE0712'WEST-NORTHWEST OF HOULTON.
 RE0712
 RE0712                          STATION RECOVERY (1983)
 RE0712
 RE0712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 RE0712'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 RE0712'CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED.  THE
 RE0712'DISTANCES TO THE REFERENCE MARKS CHECKED.  THE DIRECTION TO REFERENCE
 RE0712'MARK 1 CHECKED BUT A LOWER VALUE OF 4 MINUTES AND 8 SECONDS WAS NOTED
 RE0712'TO REFERENCE MARK 2.  AZIMUTH MARK 2 WAS ESTABLISHED AT THIS TIME.  A
 RE0712'NEW DESCRIPTION FOLLOWS.
 RE0712' 
 RE0712'THE STATION IS LOCATED ABOUT 16.1 KM (10 MI) EAST OF SMYRNA MILLS, 6.4
 RE0712'KM (4 MI) WEST NORTHWEST OF HOULTON, 4.8 KM (3 MI) NORTH OF NICKERSON
 RE0712'LAKE AND 0.3 KM (0.2 MI) SOUTH OF INTERSTATE HIGHWAY 95.
 RE0712' 
 RE0712'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 1 AND 2, IN
 RE0712'HOULTON, GO WEST ON HIGHWAY 2 FOR 7.1 KM (4.4 MI) TO A SIDE ROAD
 RE0712'RIGHT.  TURN RIGHT AND GO NORTH ON A FARM ROAD FOR 0.8 KM (0.5 MI) TO
 RE0712'A DIM FORK.  TAKE THE RIGHT FORK, ENTERING THE WOODS, AND GO NORTH AND
 RE0712'NORTHEAST FOR 0.5 KM (0.3 MI) TO THE STATION, IN A WOODED AREA AND
 RE0712'NEAR TWO VERY LARGE MAPLE TREES.
 RE0712' 
 RE0712'THE STATION IS A STANDARD NGS DISK STAMPED--GLANCY 1959--, SET INTO
 RE0712'THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES OR 30 CM ON SIDE
 RE0712'PROJECTING 2 INCHES OR 5 CM ABOVE THE GROUND LOCATED 57.0 FT (17.4 M)
 RE0712'ESE FROM THE WEST EDGE OF THICKET, 26.0 FT (7.9 M) WNW FROM A 30-INCH
 RE0712'TRIANGULAR BLAZED MAPLE TREE, 30.0 FT (9.1 M) SSW FROM THE CENTER OF
 RE0712'THE TRACK ROAD, AND 1.0 FT (0.3 M) NE FROM A CARSONITE WITNESS POST
 RE0712'AND SIGN.
 RE0712' 
 RE0712'REFERENCE MARK NO 1 IS A STANDARD NGS DISK STAMPED--GLANCY NO 1
 RE0712'1959--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES OR 30
 RE0712'CM ON SIDE PROJECTING 3 INCHES OR 8 CM ABOVE THE GROUND LOCATED 103.0
 RE0712'FT (31.4 M) NE FROM THE TRIANGULAR BLAZED MAPLE TREE, 49.0 FT (14.9 M)
 RE0712'NNE FROM THE CENTER OF TRACK ROAD, 30.0 FT (9.1 M) W FROM A 12-INCH
 RE0712'ELM TREE AND 3 FT (0.9 M) HIGHER THAN THE STATION.
 RE0712' 
 RE0712'REFERENCE MARK NO 2 IS A STANDARD NGS DISK STAMPED--GLANCY NO 2
 RE0712'1959--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES OR 30
 RE0712'CM ON SIDE PROJECTING SOME LOCATED 41.0 FT (12.5 M) NNE FROM THE
 RE0712'CENTER OF THE TRACK ROAD, 7.0 FT (2.1 M) S FROM A APPLE TREE, AND 6.0
 RE0712'FT (1.8 M) ESE FROM THE WEST END OF THE THICKET.
 RE0712' 
 RE0712'AZIMUTH MARK NO 2 IS A STANDARD NGS DISK STAMPED--GLANCY 1959 NO 2
 RE0712'1983---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30
 RE0712'CM IN DIAMETER FLUSH WITH GROUND LOCATED 580.0 FT (176.8 M) WNW FROM
 RE0712'MILEPOST NUMBER 291, 34.5 FT (10.5 M) SW FROM A CARSONITE WITNESS POST
 RE0712'AND SIGN, AND 23.0 (7.0 M) NE FROM THE CENTER OF THE NORTH BOUND LANE
 RE0712'OF I-95.
 RE0712' 
 RE0712'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF INTERSTATE HIGHWAY 95
 RE0712'AND US HIGHWAY 1 AT THE NORTH PART OF HOULTON, GO SOUTH (WEST) ON
 RE0712'INTERSTATE 95 FOR 9.1 KM (5.65 MI) TO A CROSSOVER ROAD.  TURN LEFT AND
 RE0712'GO NORTH (EAST) ON INTERSTATE 95 FOR 2.3 KM (1.45 MI) TO THE MARK ON
 RE0712'THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0830 ***********************************************************************
 PD0830  DESIGNATION -  GLEE IBC 1946
 PD0830  PID         -  PD0830
 PD0830  STATE/COUNTY-  ME/WASHINGTON
 PD0830  USGS QUAD   -  EASTPORT (1977)
 PD0830
 PD0830                         *CURRENT SURVEY CONTROL
 PD0830  ___________________________________________________________________
 PD0830* NAD 83(1996)-  44 58 46.91675(N)    067 03 03.35248(W)     ADJUSTED  
 PD0830* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 PD0830  ___________________________________________________________________
 PD0830  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 PD0830  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 PD0830
 PD0830  HORZ ORDER  -  THIRD
 PD0830
 PD0830.The horizontal coordinates were established by classical geodetic methods
 PD0830.and adjusted by the National Geodetic Survey in March 1998..
 PD0830
 PD0830.The orthometric height was scaled from a topographic map.
 PD0830
 PD0830.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0830
 PD0830.The geoid height was determined by GEOID03.
 PD0830
 PD0830;                    North         East     Units Scale Factor Converg.
 PD0830;SPC ME E     -   146,909.315   414,283.423   MT  1.00006055   +1 01 27.8
 PD0830;UTM  19      - 4,982,543.142   653,670.734   MT  0.99989038   +1 22 40.7
 PD0830
 PD0830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0830!SPC ME E     -   1.00000288  x   1.00006055  =   1.00006343
 PD0830!UTM  19      -   1.00000288  x   0.99989038  =   0.99989326
 PD0830
 PD0830|---------------------------------------------------------------------|
 PD0830| PID    Reference Object                     Distance      Geod. Az  |
 PD0830|                                                           dddmmss.s |
 PD0830| PD0845 A SUB RESET                          11.622 METERS 10032     |
 PD0830| PD0842 B SUB                               APPROX. 0.9 KM 3391001.5 |
 PD0830|---------------------------------------------------------------------|
 PD0830
 PD0830                          SUPERSEDED SURVEY CONTROL
 PD0830
 PD0830  NAD 83(1992)-  44 58 46.90699(N)    067 03 03.35300(W) AD(       ) 3
 PD0830  NAD 83(1986)-  44 58 46.90492(N)    067 03 03.35698(W) AD(       ) 3
 PD0830  NAD 27      -  44 58 46.62800(N)    067 03 05.41800(W) AD(       ) 3
 PD0830
 PD0830.Superseded values are not recommended for survey control.
 PD0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0830.See file dsdata.txt to determine how the superseded data were derived.
 PD0830
 PD0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5367182543(NAD 83)
 PD0830_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PD0830_SETTING: 66 = SET IN ROCK OUTCROP
 PD0830_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 PD0830_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0830_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0830+STABILITY: POSITION/ELEVATION WELL
 PD0830
 PD0830  HISTORY     - Date     Condition        Report By
 PD0830  HISTORY     - 1946     MONUMENTED       IBC
 PD0830  HISTORY     - 1985     GOOD             NOS
 PD0830
 PD0830                          STATION DESCRIPTION
 PD0830
 PD0830'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 PD0830'ON THE FIRST PROMINENT POINT ON THE W SIDE OF PASSAMAQUODDY BAY, N
 PD0830'1-3/4 MILES OF PLEASANT POINT, AND SEPARATED BY GLEASON COVE FROM
 PD0830'IT, AND OPPOSITE CLAM COVE HEAD, ON DEER ISLAND.  THE STATION IS 10
 PD0830'FEET INSIDE THE GRASS LINE, ON THE POINT WHICH IS A ROCK LEDGE
 PD0830'EXTENDING 40 FEET INTO THE BAY, ABOUT IN LINE WITH THE GENERAL SHORE
 PD0830'ABOVE AND BELOW THE POINT.  THE STATION IS ON A SOLID BOULDER 2 FEET
 PD0830'SQUARE, SHOWING 2 FEET ABOVE GROUND, AND IS 6 FEET E OF THE
 PD0830'FISHERMANS CABIN ON THE POINT.  STATION A - SUB IS ON THE ROCKY
 PD0830'LEDGE.
 PD0830'
 PD0830'STATION MARK IS A GS OF C BRONZE REFERENCE DISK SET IN A DRILL HOLE
 PD0830'IN THE ROCK, WITH ARROW POINTING TO STATION A - SUB.  SEE STATION
 PD0830'A - SUB FOR THE REFERENCES.
 PD0830
 PD0830                          STATION RECOVERY (1985)
 PD0830
 PD0830'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1985 (WVH)
 PD0830'THE STATION WAS RECOVERED AT THIS DATE.
 PD0830'IT WAS RECOVERED UNDER THE COLLAPSED EAST WALL OF THE CABIN IN THE
 PD0830'DESCRIPTION.  THE STATION IS A REFERENCE MARK FOR STATION A-SUB IBC
 PD0830'1894.
 PD0830'
 PD0830'DESCRIBED BY G.E.L.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1960 ***********************************************************************
 OC1960  DESIGNATION -  GLOUCESTER
 OC1960  PID         -  OC1960
 OC1960  STATE/COUNTY-  ME/CUMBERLAND
 OC1960  USGS QUAD   -  GRAY (1980)
 OC1960
 OC1960                         *CURRENT SURVEY CONTROL
 OC1960  ___________________________________________________________________
 OC1960* NAD 83(1996)-  43 57 12.68322(N)    070 17 38.60150(W)     ADJUSTED  
 OC1960* NAVD 88     -       151.9    (meters)     498.     (feet)  VERTCON   
 OC1960  ___________________________________________________________________
 OC1960  LAPLACE CORR-           2.96  (seconds)                    DEFLEC99
 OC1960  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 OC1960
 OC1960  HORZ ORDER  -  FIRST
 OC1960
 OC1960.The horizontal coordinates were established by classical geodetic methods
 OC1960.and adjusted by the National Geodetic Survey in March 1998..
 OC1960
 OC1960.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC1960.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC1960
 OC1960.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1960
 OC1960.The geoid height was determined by GEOID03.
 OC1960
 OC1960;                    North         East     Units Scale Factor Converg.
 OC1960;SPC ME W     -   124,457.283   889,774.957   MT  0.99996795   -0 05 18.3
 OC1960;UTM  19      - 4,867,524.678   396,168.921   MT  0.99973260   -0 53 53.7
 OC1960
 OC1960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1960!SPC ME W     -   0.99998032  x   0.99996795  =   0.99994827
 OC1960!UTM  19      -   0.99998032  x   0.99973260  =   0.99971292
 OC1960
 OC1960:                Primary Azimuth Mark                     Grid Az
 OC1960:SPC ME W     -  RAND                                     012 23 04.1
 OC1960:UTM  19      -  RAND                                     013 11 39.5
 OC1960
 OC1960|---------------------------------------------------------------------|
 OC1960| PID    Reference Object                     Distance      Geod. Az  |
 OC1960|                                                           dddmmss.s |
 OC1960| PF1077 RAND                                APPROX.16.7 KM 0121745.8 |
 OC1960| CE8176 GLOUCESTER RM 1                      26.658 METERS 15843     |
 OC1960| CE8177 GLOUCESTER RM 2                      21.679 METERS 24947     |
 OC1960|---------------------------------------------------------------------|
 OC1960
 OC1960                          SUPERSEDED SURVEY CONTROL
 OC1960
 OC1960  NAD 83(1992)-  43 57 12.68213(N)    070 17 38.60160(W) AD(       ) 1
 OC1960  NAD 83(1986)-  43 57 12.68833(N)    070 17 38.60628(W) AD(       ) 1
 OC1960  NAD 27      -  43 57 12.41852(N)    070 17 40.41207(W) AD(       ) 1
 OC1960  NGVD 29 (07/19/86)  152.1    (m)          499.     (f) VERT ANG       
 OC1960
 OC1960.Superseded values are not recommended for survey control.
 OC1960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1960.See file dsdata.txt to determine how the superseded data were derived.
 OC1960
 OC1960_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9616967525(NAD 83)
 OC1960_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OC1960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC1960_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC1960
 OC1960  HISTORY     - Date     Condition        Report By
 OC1960  HISTORY     - 1977     MONUMENTED       NGS
 OC1960
 OC1960                          STATION DESCRIPTION
 OC1960
 OC1960'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (ALB)
 OC1960'THE STATION IS LOCATED ON GLOUCESTER HILL, ABOUT 1.0
 OC1960'MILE SOUTHWEST OF NEW GLOUCESTER, 1.75 MILES EAST OF THE
 OC1960'MAINE TURNPIKE AND 5.0 MILES NORTH-NORTHEAST OF GRAY.
 OC1960'THE STATION IS ON PROPERTY OWNED BY THE OPPORTUNITY FARM
 OC1960'FOR BOYS.
 OC1960'
 OC1960'TO REACH THE STATION FROM THE POST OFFICE IN NEW GLOUCESTER, GO
 OC1960'NORTHWEST ON STATE ROUTE 231 FOR 0.10 MILE TO A CROSSROAD. TURN
 OC1960'LEFT, GO SOUTHWEST ON PAVED ROAD FOR 0.5 MILE TO A CEMETERY ON
 OC1960'THE LEFT. CONTINUE STRAIGHT FOR 0.55 MILE TO THE TOP OF A HILL
 OC1960'AND THE (OPPORTUNITY FARM FOR BOYS) ON THE RIGHT. TURN RIGHT,
 OC1960'FOLLOW THE DRIVEWAY, KEEPING TO THE RIGHT, FOR 0.15 MILE TO
 OC1960'WHERE THE DRIVEWAY CURVES SHARPLY TO THE LEFT, CONTINUE ON THE
 OC1960'DRIVEWAY FOR 0.05 MILE TO THE STATION ON THE NORTHEAST SIDE OF
 OC1960'A LOOKOUT TOWER.
 OC1960'
 OC1960'THE STATION MARKS, STAMPED---GLOUCESTER 1976---, ARE STANDARD
 OC1960'DISKS. THE SURFACE MARK IS A STANDARD DISK SET IN THE TOP OF
 OC1960'A 12-INCH CYLINDRICAL CONCRETE POST WHICH IS ABOUT 4 INCHES
 OC1960'BELOW THE GROUND SURFACE.
 OC1960'THE UNDERGROUND MARK IS SET IN THE TOP OF AN
 OC1960'IRREGULAR MASS OF CONCRETE WHICH IS ABOUT 48 INCHES BELOW THE
 OC1960'GROUND SURFACE. THEY ARE 11.5 FEET SOUTHWEST OF A BARBED WIRE
 OC1960'FENCE AND 43.3 FEET NORTHEAST OF THE CENTER OF THE LOOKOUT
 OC1960'TOWER.
 OC1960'
 OC1960'REFERENCE MARK 1, STAMPED---GLOUCESTER NO 1 1976---, IS A
 OC1960'STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OC1960'POST WHICH IS FLUSH WITH THE GROUND SURFACE. IT IS 2.0 FEET
 OC1960'NORTHWEST OF A POWER POLE, 6.0 FEET NORTHEAST OF A 20-INCH
 OC1960'MAPLE TREE, 40.0 FEET SOUTHWEST OF A BARBED WIRE FENCE AND 71.5
 OC1960'FEET SOUTH-SOUTHEAST OF THE CENTER OF THE LOOKOUT TOWER.
 OC1960'
 OC1960'REFERENCE MARK 2, STAMPED---GLOUCESTER NO 2 1976---, IS A
 OC1960'STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OC1960'POST WHICH IS FLUSH WITH THE GROUND SURFACE. IT IS 4.0 FEET
 OC1960'NORTHEAST OF THE CENTER OF A ROCK WALL AND 44.5 FEET NORTHWEST
 OC1960'OF THE CENTER OF THE LOOKOUT TOWER.
 OC1960'
 OC1960'THE MEASUREMENT FROM REFERENCE MARK 1 TO 2 WAS BLOCKED
 OC1960'BY TREES ON LINE.
 OC1960'
 OC1960'THERE WAS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 OC1960'
 OC1960'THE HEIGHT OF LIGHT ABOVE THE STATION WAS 22.3 METERS.
 OC1960'
 OC1960'DESCRIBED BY JOHN R. HIGGINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2030 ***********************************************************************
 OC2030  DESIGNATION -  GOAT ISLAND LIGHTHOUSE
 OC2030  PID         -  OC2030
 OC2030  STATE/COUNTY-  ME/YORK
 OC2030  USGS QUAD   -  KENNEBUNKPORT (1975)
 OC2030
 OC2030                         *CURRENT SURVEY CONTROL
 OC2030  ___________________________________________________________________
 OC2030* NAD 83(1996)-  43 21 28.19677(N)    070 25 30.43347(W)     ADJUSTED  
 OC2030* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 OC2030  ___________________________________________________________________
 OC2030  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 OC2030  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 OC2030
 OC2030  HORZ ORDER  -  THIRD
 OC2030
 OC2030.The horizontal coordinates were established by classical geodetic methods
 OC2030.and adjusted by the National Geodetic Survey in March 1998..
 OC2030
 OC2030.The orthometric height was scaled from a topographic map.
 OC2030
 OC2030.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2030
 OC2030.The geoid height was determined by GEOID03.
 OC2030
 OC2030;                    North         East     Units Scale Factor Converg.
 OC2030;SPC ME W     -    58,299.518   879,048.834   MT  0.99997206   -0 10 38.8
 OC2030;UTM  19      - 4,801,538.868   384,516.424   MT  0.99976405   -0 58 42.7
 OC2030
 OC2030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2030!SPC ME W     -   1.00000400  x   0.99997206  =   0.99997606
 OC2030!UTM  19      -   1.00000400  x   0.99976405  =   0.99976805
 OC2030
 OC2030:                Primary Azimuth Mark                     Grid Az
 OC2030:SPC ME W     -  WOOD ISLAND LIGHTHOUSE                   035 27 26.4
 OC2030:UTM  19      -  WOOD ISLAND LIGHTHOUSE                   036 15 30.3
 OC2030
 OC2030|---------------------------------------------------------------------|
 OC2030| PID    Reference Object                     Distance      Geod. Az  |
 OC2030|                                                           dddmmss.s |
 OC2030| OC1996 WOOD ISLAND LIGHTHOUSE              APPROX.13.5 KM 0351647.6 |
 OC2030| OC1600 CAPE ELIZABETH WEST LIGHTHOUSE      APPROX.29.2 KM 0380430.6 |
 OC2030| OC2154 PASSACONAWAY INN CUPOLA             APPROX.23.3 KM 2171305.2 |
 OC2030| OC2015 CAPE PORPOISE CHURCH SPIRE          APPROX. 1.9 KM 3255050.2 |
 OC2030| OC2016 CAPE PORPOISE CASINO CHIMNEY        APPROX. 1.0 KM 3305800.8 |
 OC2030| OC2018 STONE HAVEN INN FLAGSTAFF           APPROX. 1.4 KM 3312054.8 |
 OC2030| OC2019 STONE HAVEN INN WINDMILL            APPROX. 1.4 KM 3362746.8 |
 OC2030|---------------------------------------------------------------------|
 OC2030
 OC2030                          SUPERSEDED SURVEY CONTROL
 OC2030
 OC2030  NAD 83(1992)-  43 21 28.19545(N)    070 25 30.43477(W) AD(       ) 3
 OC2030  NAD 83(1986)-  43 21 28.20097(N)    070 25 30.44019(W) AD(       ) 3
 OC2030  NAD 27      -  43 21 27.90100(N)    070 25 32.26200(W) AD(       ) 3
 OC2030
 OC2030.Superseded values are not recommended for survey control.
 OC2030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2030.See file dsdata.txt to determine how the superseded data were derived.
 OC2030
 OC2030_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ8451601539(NAD 83)
 OC2030
 OC2030  HISTORY     - Date     Condition        Report By
 OC2030  HISTORY     - UNK      MONUMENTED
 OC2030  HISTORY     - 1928     SEE DESCRIPTION  CGS
 OC2030  HISTORY     - 1941     SEE DESCRIPTION  CGS
 OC2030  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OC2030  HISTORY     - 1982     GOOD             USPSQD
 OC2030
 OC2030                          STATION DESCRIPTION
 OC2030
 OC2030'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (GCM)
 OC2030'STATION RECOVERED UNCHANGED.
 OC2030
 OC2030                          STATION RECOVERY (1941)
 OC2030
 OC2030'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC2030'THIS IS AN INTERSECTION STATION.  LIGHTHOUSE IS ON THE SW END
 OC2030'OF GOAT ISLAND, AT THE ENTRANCE TO CAPE PORPOISE HARBOR.  POINT
 OC2030'OBSERVED ON WAS THE FINIAL OF THE TOWER.
 OC2030
 OC2030                          STATION RECOVERY (1953)
 OC2030
 OC2030'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EHK)
 OC2030'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 OC2030'P.L.B. IN 1941.
 OC2030
 OC2030                          STATION RECOVERY (1982)
 OC2030
 OC2030'RECOVERY NOTE BY US POWER SQUADRON 1982 (HMB)
 OC2030'THIS INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION.
 OC2030'DESCRIPTION BY P.L.B. IN 1941 IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0904 ***********************************************************************
 PD0904  DESIGNATION -  GODFREY 1883
 PD0904  PID         -  PD0904
 PD0904  STATE/COUNTY-  ME/WASHINGTON
 PD0904  USGS QUAD   -  WEST LUBEC (1975)
 PD0904
 PD0904                         *CURRENT SURVEY CONTROL
 PD0904  ___________________________________________________________________
 PD0904* NAD 83(1996)-  44 46 38.93681(N)    067 02 30.06393(W)     ADJUSTED  
 PD0904* NAVD 88     -        44.     (meters)     144.     (feet)  SCALED    
 PD0904  ___________________________________________________________________
 PD0904  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 PD0904  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 PD0904
 PD0904  HORZ ORDER  -  THIRD
 PD0904
 PD0904.The horizontal coordinates were established by classical geodetic methods
 PD0904.and adjusted by the National Geodetic Survey in March 1998..
 PD0904
 PD0904.The orthometric height was scaled from a topographic map.
 PD0904
 PD0904.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0904
 PD0904.The geoid height was determined by GEOID03.
 PD0904
 PD0904;                    North         East     Units Scale Factor Converg.
 PD0904;SPC ME E     -   124,452.386   415,416.326   MT  1.00006376   +1 01 38.2
 PD0904;UTM  19      - 4,960,097.420   654,941.742   MT  0.99989522   +1 22 46.6
 PD0904
 PD0904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0904!SPC ME E     -   0.99999662  x   1.00006376  =   1.00006038
 PD0904!UTM  19      -   0.99999662  x   0.99989522  =   0.99989184
 PD0904
 PD0904:                Primary Azimuth Mark                     Grid Az
 PD0904:SPC ME E     -  PORCUPINE 1860                           016 22 22.5
 PD0904:UTM  19      -  PORCUPINE 1860                           016 01 14.1
 PD0904
 PD0904|---------------------------------------------------------------------|
 PD0904| PID    Reference Object                     Distance      Geod. Az  |
 PD0904|                                                           dddmmss.s |
 PD0904| PD0902 PORCUPINE 1860                      APPROX. 5.2 KM 0172400.7 |
 PD0904| PD0712 FLAGSTAFF                           APPROX. 6.5 KM 0563019.7 |
 PD0904|---------------------------------------------------------------------|
 PD0904
 PD0904                          SUPERSEDED SURVEY CONTROL
 PD0904
 PD0904  NAD 83(1992)-  44 46 38.93057(N)    067 02 30.06779(W) AD(       ) 3
 PD0904  NAD 83(1986)-  44 46 38.92787(N)    067 02 30.06913(W) AD(       ) 3
 PD0904  NAD 27      -  44 46 38.64100(N)    067 02 32.14100(W) AD(       ) 3
 PD0904
 PD0904.Superseded values are not recommended for survey control.
 PD0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0904.See file dsdata.txt to determine how the superseded data were derived.
 PD0904
 PD0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5494260097(NAD 83)
 PD0904
 PD0904  HISTORY     - Date     Condition        Report By
 PD0904  HISTORY     - 1883     MONUMENTED       CGS
 PD0904  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0904
 PD0904                          STATION DESCRIPTION
 PD0904
 PD0904'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0904'STATION IS ON A HIGH, BARE LEDGE ABOUT 1/2 MILE E OF THE
 PD0904'HEAD OF BAILEYS MISTAKE, COMMANDING AN UNOBSTRUCTED VIEW IN
 PD0904'ALL DIRECTIONS.  THE STATION IS ABOUT 300 METERS N OF THE
 PD0904'ROAD LEADING TO QUODDY HEAD, AND AN OPEN GRASS FIELD LIES
 PD0904'BETWEEN THE ROAD AND THE HILL.  A HOUSE ON THE S SIDE OF
 PD0904'THE ROAD AND A BARN ON THE N SIDE BEAR ABOUT SSW FROM THE
 PD0904'STATION, AND ABOUT 200 FEET SE FROM THE STATION THERE ARE A
 PD0904'FEW GRAVES AT THE FOOT OF THE HILL.  THE STATION IS 3.5
 PD0904'METERS W OF THE HIGHEST PART OF THE LEDGE.
 PD0904'
 PD0904'STATION MARK IS A 1/2-INCH DRILL HOLE, 1 INCH DEEP,
 PD0904'SURROUNDED BY A 6-INCH TRIANGLE CUT IN THE ROCK AND COVERED
 PD0904'BY A CAIRN.
 PD0904'
 PD0904'TO REACH STATION, DRIVE 2.8 MILES S ON HIGHWAY 191 FROM ITS
 PD0904'JUNCTION WITH HIGHWAY 189, TURN E 1.2 MILES ON THIS ROAD TO
 PD0904'A FARM ON THE N SIDE OF ROAD AND A FIELD ROAD LEADING N TO
 PD0904'A SMALL CEMETERY AT FOOT OF THE HILL.  WALK N UPHILL TO SUMMIT
 PD0904'AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1734 ***********************************************************************
 OC1734  DESIGNATION -  GOLF
 OC1734  PID         -  OC1734
 OC1734  STATE/COUNTY-  ME/CUMBERLAND
 OC1734  USGS QUAD   -  PORTLAND EAST (1975)
 OC1734
 OC1734                         *CURRENT SURVEY CONTROL
 OC1734  ___________________________________________________________________
 OC1734* NAD 83(1996)-  43 42 37.77440(N)    070 13 32.77943(W)     ADJUSTED  
 OC1734* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 OC1734  ___________________________________________________________________
 OC1734  LAPLACE CORR-           3.75  (seconds)                    DEFLEC99
 OC1734  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 OC1734
 OC1734  HORZ ORDER  -  SECOND
 OC1734
 OC1734.The horizontal coordinates were established by classical geodetic methods
 OC1734.and adjusted by the National Geodetic Survey in March 1998..
 OC1734
 OC1734.The orthometric height was scaled from a topographic map.
 OC1734
 OC1734.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1734
 OC1734.The geoid height was determined by GEOID03.
 OC1734
 OC1734;                    North         East     Units Scale Factor Converg.
 OC1734;SPC ME W     -    97,449.154   895,236.549   MT  0.99996695   -0 02 27.0
 OC1734;UTM  19      - 4,840,448.745   401,247.861   MT  0.99971995   -0 50 49.5
 OC1734
 OC1734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1734!SPC ME W     -   1.00000366  x   0.99996695  =   0.99997061
 OC1734!UTM  19      -   1.00000366  x   0.99971995  =   0.99972361
 OC1734
 OC1734|---------------------------------------------------------------------|
 OC1734| PID    Reference Object                     Distance      Geod. Az  |
 OC1734|                                                           dddmmss.s |
 OC1734| CE8178 GOLF RM 1                            29.353 METERS 03355     |
 OC1734| OC0180 LITTLEFIELD                         APPROX. 9.0 KM 0704516.6 |
 OC1734| CE8179 GOLF RM 2                            12.732 METERS 10001     |
 OC1734| OC1646 FORT MC KINLEY FLAGPOLE             APPROX. 3.7 KM 1391326.2 |
 OC1734| OC1745 MC KINLEY WATER TOWER               APPROX. 3.9 KM 1404553.7 |
 OC1734| OC1652 CUSHING ISLAND RADIO MAST           APPROX. 7.8 KM 1603615.8 |
 OC1734| OC1559 FT WILLIAMS NE RADIO TOWER          APPROX.10.0 KM 1735625.3 |
 OC1734| OC1563 FT WILLIAMS SW RADIO TOWER          APPROX.10.0 KM 1742242.4 |
 OC1734| OC1748 DIAMOND LEDGE BEACON                APPROX. 5.3 KM 1791738.2 |
 OC1734| OC1729 SOUTH PORTLAND TODD BATH TANK       APPROX. 7.0 KM 1830745.2 |
 OC1734| OC1639 PORTLAND ST LAWRENCE CONG CH        APPROX. 5.3 KM 1994349.3 |
 OC1734| OC1737 MOODY 1852                           18.395 METERS 27045     |
 OC1734|---------------------------------------------------------------------|
 OC1734
 OC1734                          SUPERSEDED SURVEY CONTROL
 OC1734
 OC1734  NAD 83(1992)-  43 42 37.77279(N)    070 13 32.78003(W) AD(       ) 2
 OC1734  NAD 83(1986)-  43 42 37.77887(N)    070 13 32.78549(W) AD(       ) 2
 OC1734  NAD 27      -  43 42 37.48600(N)    070 13 34.61600(W) AD(       ) 2
 OC1734
 OC1734.Superseded values are not recommended for survey control.
 OC1734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1734.See file dsdata.txt to determine how the superseded data were derived.
 OC1734
 OC1734_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0124840449(NAD 83)
 OC1734_MARKER: DS = TRIANGULATION STATION DISK
 OC1734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC1734
 OC1734  HISTORY     - Date     Condition        Report By
 OC1734  HISTORY     - 1933     MONUMENTED       CGS
 OC1734  HISTORY     - 1941     GOOD             CGS
 OC1734  HISTORY     - 1974     GOOD             MEDT
 OC1734  HISTORY     - 1977     GOOD             NGS
 OC1734  HISTORY     - 1979     GOOD             LOCENG
 OC1734
 OC1734                          STATION DESCRIPTION
 OC1734
 OC1734'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1734'STATION IS ON THE GOLF COURSE OF THE PORTLAND COUNTRY CLUB,
 OC1734'WHICH IS ABOUT 3 MILES NE OF PORTLAND AND SITUATED ON A NECK OF
 OC1734'LAND FORMED BY THE PRESUMPSCOT RIVER ON THE W AND CASCO BAY ON
 OC1734'THE S AND E.  THE STATION MARK IS 9.4 METERS E OF THE E EDGE OF
 OC1734'THE FAIRWAY, NO. 13 AT A POINT 175 YARDS N OF THE TEE, AND 8
 OC1734'METERS SE OF A 4-INCH TRIPLE OAK.
 OC1734'
 OC1734'STATION MARK IS A STANDARD DISK SET IN CONCRETE, AS DESCRIBED IN
 OC1734'NOTE 1A.  IT WAS SET FLUSH WITH THE GROUND.
 OC1734'
 OC1734'REFERENCE MARKS ARE STANDARD DISK REFERENCE MARKS WEDGED IN
 OC1734'DRILL HOLES IN OUTCROPPING BEDROCK.
 OC1734'
 OC1734'REFERENCE MARK NO. 1 IS 18.4 METERS E OF THE E EDGE OF FAIRWAY
 OC1734'NO. 13 AT A POINT 175 YARDS FROM THE TEE, AND 7.5 METERS SW OF AN
 OC1734'8-INCH TRIPLE OAK.  IT WAS SET 11.42 FEET SE OF THE DRILL HOLE
 OC1734'WHICH WAS DESCRIBED AS BEING 133.9 FEET NE BY E FROM STATION
 OC1734'MOODY 1852-1911.
 OC1734'
 OC1734'REFERENCE MARK NO. 2 IS 22.2 METERS E OF THE E EDGE OF FAIRWAY
 OC1734'NO. 13 AT A POINT 200 YARDS N OF THE TEE.
 OC1734'
 OC1734'HEIGHT OF SIGNAL ABOVE STATION MARK - 11 METERS.
 OC1734
 OC1734                          STATION RECOVERY (1941)
 OC1734
 OC1734'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1734'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  LOCATED
 OC1734'ON THE GOLF COURSE OF THE PORTLAND COUNTRY CLUB, ABOUT 3 MILES NE
 OC1734'OF PORTLAND, ON A NECK OF LAND FORMED BY THE PRESUMPSCOT RIVER
 OC1734'ON THE W AND CASCO BAY ON THE S AND E.  STATION IS 9.5 METERS E
 OC1734'OF THE E EDGE OF FAIRWAY NO. 13 AT A POINT 175 YARDS N OF THE
 OC1734'TEE, AND 8 METERS SE OF A 4-INCH TRIPLE OAK.
 OC1734'
 OC1734'REFERENCE MARK NO. 1 IS 18.4 METERS E OF THE E EDGE OF FAIRWAY
 OC1734'NO. 13 AT A POINT 200 YARDS N OF THE TEE, AND 7.5 METERS SW OF AN
 OC1734'8-INCH TRIPLE OAK.
 OC1734'
 OC1734'REFERENCE MARK NO. 2 IS 22 METERS E OF THE E SIDE OF FAIRWAY
 OC1734'NO. 13 AT A POINT 175 YARDS AND NOT 200 YARDS AS GIVEN IN THE
 OC1734'ORIGINAL DESCRIPTION.
 OC1734'
 OC1734'THE MONASTERY BELFRY WEATHER VANE, ABOUT 400 YARDS NE OF THE
 OC1734'STATION MAY BE USED AS AN AZIMUTH BY CLEARING A FEW BRANCHES OFF
 OC1734'AN OAK TREE NEAR THE STATION.
 OC1734
 OC1734                          STATION RECOVERY (1974)
 OC1734
 OC1734'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 OC1734'RECOVERED AS DESCRIBED.
 OC1734
 OC1734                          STATION RECOVERY (1977)
 OC1734
 OC1734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (ALB)
 OC1734'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 OC1734'GOOD CONDITION.
 OC1734'THE ANGLE BETWEEN REFERENCE MARK 1 AND 2 WAS MEASURED TO BE
 OC1734'5 MINUTES AND 1 SECOND LESS THAN IN 1933.
 OC1734'THE DISTANCE FROM THE STATION TO REFERENCE MARK 1 WAS MEASURED
 OC1734'TO BE .021 METERS LONGER THAN IN 1933.
 OC1734'THE DISTANCE FROM THE STATION TO REFERENCE MARK 2 WAS MEASURED
 OC1734'TO BE .020 METERS SHORTER THAN IN 1933.
 OC1734'THE DISTANCE FROM REFERENCE MARK 1 TO REFERENCE MARK 2 WAS
 OC1734'MEASURED TO BE .014 METERS LONGER THAN IN 1933.
 OC1734'DUE TO CHANGES IN THE AREA, A COMPLETE NEW DESCRIPTION
 OC1734'FOLLOWS.
 OC1734'
 OC1734'THE STATION IS LOCATED AT THE PORTLAND COUNTRY CLUB
 OC1734'ABOUT 4 MILES NORTHEAST OF PORTLAND ON A NECK OF LAND FORMED
 OC1734'BY THE PRESUMPSCOT RIVER ON THE WEST AND CASCO BAY ON THE
 OC1734'SOUTH AND EAST. IT IS ON THE EAST SIDE OF FAIRWAY NUMBER
 OC1734'13, AT A POINT ABOUT 175 YARDS FROM THE TEE IN A SMALL
 OC1734'GROVE OF LARGE TREES
 OC1734'
 OC1734'TO REACH THE STATION FROM THE POST OFFICE IN FALMOUTH, GO
 OC1734'SOUTH ON U.S. HIGHWAY 1 FOR 0.45 MILE TO A SIDE ROAD LEFT(STATE
 OC1734'HIGHWAY 88). TURN LEFT, AND GO NORTHEAST ON STATE HIGHWAY
 OC1734'88 FOR 0.10 MILE TO A SIDE ROAD RIGHT AND A SIGN(PORTLAND
 OC1734'COUNTRY CLUB). TURN RIGHT, AND GO EAST FOLLOWING ROAD TO THE
 OC1734'COUNTRY CLUB FOR 0.30 MILE TO THE CLUB HOUSE. AT THIS POINT
 OC1734'LOCATE THE HEAD GREENS KEEPER WHO WILL SHOW YOU THE BEST WAY TO
 OC1734'GET TO THE STATION.
 OC1734'
 OC1734'THE STATION MARK, STAMPED---GOLF 1933---, IS A STANDARD DISK
 OC1734'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH IS FLUSH
 OC1734'WITH THE GROUND SURFACE. IT IS 25 FEET SOUTH-SOUTHEAST OF A
 OC1734'34-INCH TRIPLE OAK TREE, 20 FEET NORTH-NORTHEAST OF AN 8-INCH
 OC1734'RED PINE TREE AND 23 FEET WEST-SOUTHWEST OF A 14-INCH TWIN
 OC1734'RED PINE TREE.
 OC1734'
 OC1734'REFERENCE MARK 1, STAMPED---GOLF NO 1 1933---, IS A STANDARD
 OC1734'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH
 OC1734'WITH THE GROUND SURFACE. IT IS 36.5 FEET EAST-SOUTHEAST OF
 OC1734'A 36-INCH OAK TREE, 26.5 FEET WEST-SOUTHWEST OF A TRIPLE
 OC1734'12-INCH OAK CLUMP AND 34.5 FEET EAST-NORTHEAST OF A 12-INCH
 OC1734'TWIN RED PINE TREE.
 OC1734'
 OC1734'REFERENCE MARK 2, STAMPED---GOLF NO 2 1933---, IS A STANDARD
 OC1734'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH
 OC1734'THE GROUND SURFACE. IT IS 7 FEET NORTHWEST OF A 12-INCH RED
 OC1734'PINE TREE, 32 FEET SOUTH-SOUTHEAST OF A 14-INCH TWIN RED PINE
 OC1734'TREE AND 31.5 FEET SOUTH-SOUTHWEST OF AN 18-INCH WHITE PINE
 OC1734'TREE.
 OC1734'
 OC1734'NO AZIMUTH MARK HAS BEEN SET AT THIS TIME.
 OC1734
 OC1734                          STATION RECOVERY (1979)
 OC1734
 OC1734'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979 (DAM)
 OC1734'STATION RECOVERED BY WHITMAN AND HOWARD, INC.
 OC1734'
 OC1734'GOOD
 OC1734'
 OC1734'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2367 ***********************************************************************
 OC2367  DESIGNATION -  GOODWIN
 OC2367  PID         -  OC2367
 OC2367  STATE/COUNTY-  ME/YORK
 OC2367  USGS QUAD   -  DOVER EAST (1988)
 OC2367
 OC2367                         *CURRENT SURVEY CONTROL
 OC2367  ___________________________________________________________________
 OC2367* NAD 83(1996)-  43 09 39.83238(N)    070 47 37.80014(W)     ADJUSTED  
 OC2367* NAVD 88     -        47.0    (meters)     154.     (feet)  VERTCON   
 OC2367  ___________________________________________________________________
 OC2367  LAPLACE CORR-           3.78  (seconds)                    DEFLEC99
 OC2367  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 OC2367
 OC2367  HORZ ORDER  -  SECOND
 OC2367
 OC2367.The horizontal coordinates were established by classical geodetic methods
 OC2367.and adjusted by the National Geodetic Survey in March 1998..
 OC2367
 OC2367.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2367
 OC2367.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2367
 OC2367.The geoid height was determined by GEOID03.
 OC2367
 OC2367;                    North         East     Units Scale Factor Converg.
 OC2367;SPC ME W     -    36,598.283   848,995.632   MT  0.99999866   -0 25 44.5
 OC2367;UTM  19      - 4,780,262.857   354,168.514   MT  0.99986162   -1 13 38.2
 OC2367
 OC2367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2367!SPC ME W     -   0.99999682  x   0.99999866  =   0.99999548
 OC2367!UTM  19      -   0.99999682  x   0.99986162  =   0.99985844
 OC2367
 OC2367|---------------------------------------------------------------------|
 OC2367| PID    Reference Object                     Distance      Geod. Az  |
 OC2367|                                                           dddmmss.s |
 OC2367| OC2366 GOODWIN RM 1                         15.754 METERS 12618     |
 OC2367| OC2268 KITTERY NAVY YARD TANK              APPROX. 9.7 KM 1514239.0 |
 OC2367| OC2481 PORTSMOUTH SCHILLER CEN STK         APPROX. 7.1 KM 1732831.2 |
 OC2367| OC2483 NEWINGTON POWER STA STACK           APPROX. 6.8 KM 1775239.3 |
 OC2367| OC2370 GOODWIN AZ MK                       APPROX. 0.7 KM 2365330.1 |
 OC2367| CE8180 GOODWIN RM 2                         11.250 METERS 30556     |
 OC2367|---------------------------------------------------------------------|
 OC2367
 OC2367                          SUPERSEDED SURVEY CONTROL
 OC2367
 OC2367  NAD 83(1992)-  43 09 39.83162(N)    070 47 37.80028(W) AD(       ) 2
 OC2367  NAD 83(1986)-  43 09 39.83567(N)    070 47 37.80636(W) AD(       ) 2
 OC2367  NAD 27      -  43 09 39.52007(N)    070 47 39.60582(W) AD(       ) 2
 OC2367  NGVD 29 (07/19/86)   47.2    (m)          155.     (f) VERT ANG       
 OC2367
 OC2367.Superseded values are not recommended for survey control.
 OC2367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2367.See file dsdata.txt to determine how the superseded data were derived.
 OC2367
 OC2367_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH5416980263(NAD 83)
 OC2367_MARKER: DS = TRIANGULATION STATION DISK
 OC2367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC2367_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC2367
 OC2367  HISTORY     - Date     Condition        Report By
 OC2367  HISTORY     - 1976     MONUMENTED       NGS
 OC2367
 OC2367                          STATION DESCRIPTION
 OC2367
 OC2367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2367'THE STATION IS LOCATED ABOUT 0.5 MILE NORTH-NORTHEAST
 OC2367'OF ELIOT VILLAGE, 1.75 MILES EAST OF PISCATAQUWE RIVER,
 OC2367'2.5 MILES SOUTHWEST OF YORK POND AND 1.75 MILES
 OC2367'WEST-NORTHWEST OF EAST ELIOT.
 OC2367'
 OC2367'TO REACH FROM THE INTERSECTION OF STATE ROUTES 236 AND 4
 OC2367'IN THE TOWN OF SOUTH BERWICK, PROCEED SOUTHERLY ON STATE ROUTE
 OC2367'236 FOR 4.0 MILES TO THE SOUTH BERWICK-ELIOT TOWN LINE, CONTINUE
 OC2367'SOUTHERLY ON STATE ROUTE 236 FOR 0.35 MILE TO THE INTERSECTION
 OC2367'OF STATE ROUTES 235 AND 101. TURN LEFT, PROCEED SOUTHERLY
 OC2367'ON STATE ROUTE 101 FOR 0.95 MILE TO A SIDE ROAD ON THE
 OC2367'RIGHT (AMBUSH ROCK ROAD), CONTINUE ON STATE ROUTE 101 FOR
 OC2367'0.5 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 OC2367'
 OC2367'THE STATION MARK IS A STANDARD DISK STAMPED--GOODWIN 1975- SET
 OC2367'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH
 OC2367'THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION MARK IS A
 OC2367'STANDARD DISK STAMPED--GOODWIN 1975--SET IN AN IRREGULAR
 OC2367'MASS OF CONCRETE ABOUT 40 INCHES BELOW THE GROUND.  IT IS
 OC2367'14.2 FEET SOUTHWEST OF THE CENTERLINE OF STATE ROUTE
 OC2367'101, 37.0 FEET SOUTH OF LIGHT POLE 112, AND 100.0 FEET
 OC2367'WEST OF LIGHT POLE 111.
 OC2367'
 OC2367'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK STAMPED--
 OC2367'GOODWIN NO 1 1976--SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OC2367'CONCRETE MONUMENT AND IT PROJECTS 1 INCH.  IT IS 12.9 FEET
 OC2367'SOUTHWEST OF THE CENTERLINE OF STATE ROUTE 101, 52.8 FEET
 OC2367'WEST-SOUTHWEST OF LIGHT POLE 111 AND 79.0 FEET SOUTHEAST
 OC2367'OF LIGHT POLE 112.
 OC2367'
 OC2367'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK STAMPED--
 OC2367'GOODWIN NO 2 1975--CEMENTED IN A DRILL HOLE IN THE TOP
 OC2367'OF A BOULDER AND IT IS FLUSH WITH THE TOP OF THE BOULDER
 OC2367'AND THE BOULDER PROJECTS 6 INCHES ABOVE THE GROUND.  IT
 OC2367'IS 2.0 FEET EAST-NORTHEAST OF A 30-INCH MAPLE TREE, 16.2 FEET
 OC2367'SOUTHWEST OF THE CENTERLINE OF STATE ROUTE 101, 35.0 FEET
 OC2367'WEST-SOUTHWEST OF LIGHT POLE 112 AND 107.8 FEET SOUTH-SOUTHEAST
 OC2367'OF LIGHT POLE 113.
 OC2367'
 OC2367'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED--GOODWIN
 OC2367'AZ 1975--SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OC2367'MONUMENT AND IT PROJECTS 1 INCH.  IT IS 2.5 FEET SOUTHWEST
 OC2367'OF A METAL WITNESS POST, 3.4 FEET NORTHEAST OF A CABLE
 OC2367'TYPE GUARD RAIL AND 21.8 FEET NORTHEAST OF THE
 OC2367'CENTERLINE OF STATE ROUTE 236.
 OC2367'
 OC2367'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHERLY
 OC2367'ON STATE ROUTE 101 FOR 1.45 MILES TO THE INTERSECTION
 OC2367'OF STATE ROUTES 236 AND 101.  TURN LEFT, AND GO 0.40
 OC2367'MILE TO THE JUNCTION OF STATE ROUTES 236 AND 103.
 OC2367'CONTINUE SOUTHEASTERLY ON STATE ROUTE 236 AND 1.05
 OC2367'MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1444 ***********************************************************************
 OC1444  DESIGNATION -  GOOSE
 OC1444  PID         -  OC1444
 OC1444  STATE/COUNTY-  ME/CUMBERLAND
 OC1444  USGS QUAD   -  FREEPORT (1970)
 OC1444
 OC1444                         *CURRENT SURVEY CONTROL
 OC1444  ___________________________________________________________________
 OC1444* NAD 83(1996)-  43 47 59.19533(N)    070 02 03.04055(W)     ADJUSTED  
 OC1444* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 OC1444  ___________________________________________________________________
 OC1444  LAPLACE CORR-           3.32  (seconds)                    DEFLEC99
 OC1444  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 OC1444
 OC1444  HORZ ORDER  -  THIRD
 OC1444
 OC1444.The horizontal coordinates were established by classical geodetic methods
 OC1444.and adjusted by the National Geodetic Survey in March 1998..
 OC1444
 OC1444.The orthometric height was scaled from a topographic map.
 OC1444
 OC1444.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1444
 OC1444.The geoid height was determined by GEOID03.
 OC1444
 OC1444;                    North         East     Units Scale Factor Converg.
 OC1444;SPC ME W     -   107,375.731   910,661.733   MT  0.99996806   +0 05 30.1
 OC1444;UTM  19      - 4,850,154.540   416,807.182   MT  0.99968513   -0 42 57.0
 OC1444
 OC1444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1444!SPC ME W     -   1.00000394  x   0.99996806  =   0.99997200
 OC1444!UTM  19      -   1.00000394  x   0.99968513  =   0.99968907
 OC1444
 OC1444|---------------------------------------------------------------------|
 OC1444| PID    Reference Object                     Distance      Geod. Az  |
 OC1444|                                                           dddmmss.s |
 OC1444| CE8182 GOOSE RM 2                           12.484 METERS 01029     |
 OC1444| CE8181 GOOSE RM 1                            8.792 METERS 08457     |
 OC1444| OC1453 HARPSWELL BAPTIST CHURCH SPIRE      APPROX. 4.2 KM 1541803.7 |
 OC1444|---------------------------------------------------------------------|
 OC1444
 OC1444                          SUPERSEDED SURVEY CONTROL
 OC1444
 OC1444  NAD 83(1992)-  43 47 59.19358(N)    070 02 03.04045(W) AD(       ) 3
 OC1444  NAD 83(1986)-  43 47 59.19939(N)    070 02 03.04570(W) AD(       ) 3
 OC1444  NAD 27      -  43 47 58.90500(N)    070 02 04.87100(W) AD(       ) 3
 OC1444
 OC1444.Superseded values are not recommended for survey control.
 OC1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1444.See file dsdata.txt to determine how the superseded data were derived.
 OC1444
 OC1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ1680750155(NAD 83)
 OC1444_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OC1444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC1444
 OC1444  HISTORY     - Date     Condition        Report By
 OC1444  HISTORY     - 1933     MONUMENTED       CGS
 OC1444  HISTORY     - 1941     SEE DESCRIPTION  CGS
 OC1444
 OC1444                          STATION DESCRIPTION
 OC1444
 OC1444'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1444'THE STATION IS ON THE TOP OF A SMALL GRASS COVERED ISLAND ROUGHLY
 OC1444'DIAMOND SHAPED, BETWEEN UPPER GOOSE ISLAND AND LOWER GOOSE ISLAND,
 OC1444'10 METERS FROM THE BLUFF AT N TIP OF THE ISLAND, 33 METERS FROM
 OC1444'HIGH-WATER LINE ON THE S END, 5 METERS FROM BLUFF ON E SIDE AND 5
 OC1444'METERS FROM BLUFF ON W SIDE.
 OC1444'
 OC1444'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 OC1444'CONCRETE AS DESCRIBED IN NOTES 1A AND 7A.
 OC1444'
 OC1444'REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL HOLES IN
 OC1444'OUTCROPPING BEDROCK.
 OC1444'
 OC1444'THE REFERENCE MARKS ARE BELOW THE BLUFF ON BARE ROCK ABOUT 2-1/2
 OC1444'METERS BELOW THE STATION AND 2 METERS ABOVE HIGH-WATER LINE.
 OC1444'
 OC1444'HEIGHT OF SIGNAL ABOVE STATION MARK - 3.75 METERS.
 OC1444
 OC1444                          STATION RECOVERY (1941)
 OC1444
 OC1444'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FLP)
 OC1444'RECOVERED AS DESCRIBED IN 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0629 ***********************************************************************
 PD0629  DESIGNATION -  GOOSE
 PD0629  PID         -  PD0629
 PD0629  STATE/COUNTY-  ME/WASHINGTON
 PD0629  USGS QUAD   -  EASTPORT (1977)
 PD0629
 PD0629                         *CURRENT SURVEY CONTROL
 PD0629  ___________________________________________________________________
 PD0629* NAD 83(1996)-  44 54 49.23744(N)    067 02 28.99747(W)     ADJUSTED  
 PD0629* NAVD 88     -         6.3    (meters)      21.     (feet)  VERTCON   
 PD0629  ___________________________________________________________________
 PD0629  LAPLACE CORR-           3.16  (seconds)                    DEFLEC99
 PD0629  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 PD0629
 PD0629  HORZ ORDER  -  THIRD
 PD0629
 PD0629.The horizontal coordinates were established by classical geodetic methods
 PD0629.and adjusted by the National Geodetic Survey in March 1998..
 PD0629
 PD0629.The NAVD 88 height was computed by applying the VERTCON shift value to
 PD0629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PD0629
 PD0629.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0629
 PD0629.The geoid height was determined by GEOID03.
 PD0629
 PD0629;                    North         East     Units Scale Factor Converg.
 PD0629;SPC ME E     -   139,586.466   415,168.023   MT  1.00006305   +1 01 47.8
 PD0629;UTM  19      - 4,975,227.130   654,600.324   MT  0.99989391   +1 22 59.3
 PD0629
 PD0629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0629!SPC ME E     -   1.00000255  x   1.00006305  =   1.00006560
 PD0629!UTM  19      -   1.00000255  x   0.99989391  =   0.99989646
 PD0629
 PD0629                          SUPERSEDED SURVEY CONTROL
 PD0629
 PD0629  NAD 83(1992)-  44 54 49.22731(N)    067 02 28.99851(W) AD(       ) 3
 PD0629  NAD 83(1986)-  44 54 49.22680(N)    067 02 28.99867(W) AD(       ) 3
 PD0629  NGVD 29 (09/20/87)    6.5    (m)           21.     (f) VERT ANG       
 PD0629
 PD0629.Superseded values are not recommended for survey control.
 PD0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0629.See file dsdata.txt to determine how the superseded data were derived.
 PD0629
 PD0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5460075227(NAD 83)
 PD0629_MARKER: DD = SURVEY DISK
 PD0629_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PD0629_SP_SET: TOP OF METAL PIPE IN CONCRETE
 PD0629_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 PD0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0629+STABILITY: SURFACE MOTION
 PD0629
 PD0629  HISTORY     - Date     Condition        Report By
 PD0629  HISTORY     - 1985     MONUMENTED       NOS
 PD0629
 PD0629                          STATION DESCRIPTION
 PD0629
 PD0629'DESCRIBED BY NATIONAL OCEAN SERVICE 1985 (WVH)
 PD0629'THE STATION IS LOCATED ON THE CENTER OF THE NORTH SIDE OF GOOSE
 PD0629'ISLAND, APPROXIMATELY 1 MILE WEST OF THE EASTPORT AIRPORT.
 PD0629'
 PD0629'THE STATION REACHED BY BOAT.
 PD0629'
 PD0629'THE STATION IS A NOS ALUMINUM DISK STAMPED---GOOSE 1985---, AFFIXED
 PD0629'TO THE TOP OF A 1.1 METER ALUMINUM ROD EMBEDED IN CONCRETE AND
 PD0629'PROJECTING 0.2 METERS.  IT IS LOCATED, 4.3 METERS (14.O FT) SOUTH
 PD0629'FROM THE NORTH EDGE OF BLUFF (10 FT HIGHER THAN ROCK BEACH), 22.0
 PD0629'METERS (72.0 FT) NORTH FROM THE SOUTH EDGE OF BLUFF, 72.0 METERS
 PD0629'(236.0 FT) EAST FROM THE WEST EDGE OF BLUFF.
 PD0629'
 PD0629'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 PD0629'DESCRIBED BY J.G.F.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2566 ***********************************************************************
 PE2566  DESIGNATION -  GOOSE
 PE2566  PID         -  PE2566
 PE2566  STATE/COUNTY-  ME/WALDO
 PE2566  USGS QUAD   -  ISLESBORO (1979)
 PE2566
 PE2566                         *CURRENT SURVEY CONTROL
 PE2566  ___________________________________________________________________
 PE2566* NAD 83(1996)-  44 17 30.29871(N)    068 56 17.36245(W)     ADJUSTED  
 PE2566* NAVD 88     -        -2.     (meters)      -7.     (feet)  SCALED    
 PE2566  ___________________________________________________________________
 PE2566  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 PE2566  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 PE2566
 PE2566  HORZ ORDER  -  THIRD
 PE2566
 PE2566.The horizontal coordinates were established by classical geodetic methods
 PE2566.and adjusted by the National Geodetic Survey in March 1998..
 PE2566
 PE2566.The orthometric height was scaled from a topographic map.
 PE2566
 PE2566.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2566
 PE2566.The geoid height was determined by GEOID03.
 PE2566
 PE2566;                    North         East     Units Scale Factor Converg.
 PE2566;SPC ME E     -    69,540.537   265,033.309   MT  0.99991503   -0 18 21.5
 PE2566;UTM  19      - 4,904,279.521   504,933.908   MT  0.99960030   +0 02 35.5
 PE2566
 PE2566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2566!SPC ME E     -   1.00000422  x   0.99991503  =   0.99991925
 PE2566!UTM  19      -   1.00000422  x   0.99960030  =   0.99960452
 PE2566
 PE2566                          SUPERSEDED SURVEY CONTROL
 PE2566
 PE2566  NAD 83(1992)-  44 17 30.30117(N)    068 56 17.34132(W) AD(       ) 3
 PE2566  NAD 83(1986)-  44 17 30.30506(N)    068 56 17.34365(W) AD(       ) 3
 PE2566
 PE2566.Superseded values are not recommended for survey control.
 PE2566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2566.See file dsdata.txt to determine how the superseded data were derived.
 PE2566
 PE2566_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK0493404280(NAD 83)
 PE2566_MARKER: DD = SURVEY DISK
 PE2566_SETTING: 66 = SET IN ROCK OUTCROP
 PE2566_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 PE2566_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2566_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE2566+STABILITY: POSITION/ELEVATION WELL
 PE2566
 PE2566  HISTORY     - Date     Condition        Report By
 PE2566  HISTORY     - 1983     MONUMENTED       NOS
 PE2566
 PE2566                          STATION DESCRIPTION
 PE2566
 PE2566'DESCRIBED BY NATIONAL OCEAN SERVICE 1983 (RST)
 PE2566'THE STATION IS LOCATED ON THE NORTH END OF GOOSEBURY POINT
 PE2566'WHICH IS ON THE WEST SHORE OF ISLESBORO ISLAND.
 PE2566'
 PE2566'TO REACH THE STATION FROM THE FERRY DOCK AT GRINDLE POINT,
 PE2566'PROCEED NORTHEAST ON FERRY ROAD FOR 1.0 KM (0.6 MI) TO A
 PE2566'DIRT ROAD.  TURN LEFT AND CONTINUE FOR 0.6 KM (0.4 MI) TO
 PE2566'THE STATION.
 PE2566'
 PE2566'THE STATION IS A PLAIN BRONZE DISK 5 CM IN DIAMETER STAMPED
 PE2566'---GOOSE 1982---, SET FLUSH IN A ROCK OUTCROP.  IT IS LOCATED,
 PE2566'42.5 METERS (140 FT) NORTHWEST FROM THE NORTHWEST CORNER OF THR
 PE2566'ONLY CABIN ON GOOSEBURY POINT, AND
 PE2566'ABOUT 3 METERS (10 FT) FROM THE HIGH WATER LINE.
 PE2566'
 PE2566'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.52 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1838 ***********************************************************************
 PE1838  DESIGNATION -  GOOSE 1944
 PE1838  PID         -  PE1838
 PE1838  STATE/COUNTY-  ME/HANCOCK
 PE1838  USGS QUAD   -  JOHNS ISLAND (1983)
 PE1838
 PE1838                         *CURRENT SURVEY CONTROL
 PE1838  ___________________________________________________________________
 PE1838* NAD 83(1996)-  44 06 44.51520(N)    068 22 35.45433(W)     ADJUSTED  
 PE1838* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 PE1838  ___________________________________________________________________
 PE1838  LAPLACE CORR-           4.40  (seconds)                    DEFLEC99
 PE1838  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 PE1838
 PE1838  HORZ ORDER  -  THIRD
 PE1838
 PE1838.The horizontal coordinates were established by classical geodetic methods
 PE1838.and adjusted by the National Geodetic Survey in March 1998..
 PE1838
 PE1838.The orthometric height was scaled from a topographic map.
 PE1838
 PE1838.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1838
 PE1838.The geoid height was determined by GEOID03.
 PE1838
 PE1838;                    North         East     Units Scale Factor Converg.
 PE1838;SPC ME E     -    49,524.079   309,884.555   MT  0.99990120   +0 05 09.4
 PE1838;UTM  19      - 4,884,542.095   549,892.944   MT  0.99963061   +0 26 02.4
 PE1838
 PE1838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1838!SPC ME E     -   1.00000197  x   0.99990120  =   0.99990317
 PE1838!UTM  19      -   1.00000197  x   0.99963061  =   0.99963258
 PE1838
 PE1838:                Primary Azimuth Mark                     Grid Az
 PE1838:SPC ME E     -  PLACENTIA ISLAND                         359 18 04.0
 PE1838:UTM  19      -  PLACENTIA ISLAND                         358 57 11.0
 PE1838
 PE1838|---------------------------------------------------------------------|
 PE1838| PID    Reference Object                     Distance      Geod. Az  |
 PE1838|                                                           dddmmss.s |
 PE1838| PE1859 PLACENTIA ISLAND                    APPROX. 7.8 KM 3592313.4 |
 PE1838|---------------------------------------------------------------------|
 PE1838
 PE1838                          SUPERSEDED SURVEY CONTROL
 PE1838
 PE1838  NAD 83(1992)-  44 06 44.52747(N)    068 22 35.44263(W) AD(       ) 3
 PE1838  NAD 83(1986)-  44 06 44.52865(N)    068 22 35.44835(W) AD(       ) 3
 PE1838  NAD 27      -  44 06 44.24600(N)    068 22 37.32500(W) AD(       ) 3
 PE1838
 PE1838.Superseded values are not recommended for survey control.
 PE1838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1838.See file dsdata.txt to determine how the superseded data were derived.
 PE1838
 PE1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ4989384542(NAD 83)
 PE1838_MARKER: Z = SEE DESCRIPTION
 PE1838_SETTING: 0 = UNSPECIFIED SETTING
 PE1838_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE1838
 PE1838  HISTORY     - Date     Condition        Report By
 PE1838  HISTORY     - 1944     MONUMENTED       CGS
 PE1838  HISTORY     - 1956     SEE DESCRIPTION  CGS
 PE1838
 PE1838                          STATION DESCRIPTION
 PE1838
 PE1838'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1838'STATION IS LOCATED ON GOOSEBERRY POINT ON WESTERN SIDE OF
 PE1838'LONG ISLAND WHICH IS ABOUT 1-1/2 MILES SOUTHWEST OF SWAN
 PE1838'ISLAND.  STATION IS ON A LARGE BOULDER ON TOP OF THE BOULDER
 PE1838'STREWN SHORELINE, ABOUT 15 METERS SOUTHEAST OF WHERE SHORELINE
 PE1838'TURNS TO SOUTHEAST, 5 METERS OUTSIDE GRASSLINE, 20 METERS
 PE1838'INSIDE MEAN HIGH-WATER LINE, 25.7 METERS SOUTHWEST OF A
 PE1838'SMALL BUSHY EVERGREEN TREE ON CENTER OF POINT, AND 50.2 METERS
 PE1838'FROM SMALL EVERGREEN TREE AT INNER EDGE OF BOULDER BEACH TO
 PE1838'NORTH.
 PE1838'
 PE1838'MARK IS A STANDARD TOPOGRAPHIC DISC STAMPED GOOSE 1944,
 PE1838'CEMENTED IN A DRILL HOLE IN BOULDER.
 PE1838'
 PE1838'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK 10 FEET.
 PE1838
 PE1838                          STATION RECOVERY (1956)
 PE1838
 PE1838'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JCE)
 PE1838'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE 1944
 PE1838'DESCRIPTION BY F.L.P. IS ADEQUATE AND COMPLETE WITH THE
 PE1838'FOLLOWING ADDITION--
 PE1838'
 PE1838'THE STATION IS MARKED BY A STANDARD TOPOGRAPHIC STATION DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2567 ***********************************************************************
 PE2567  DESIGNATION -  GOOSE ECC
 PE2567  PID         -  PE2567
 PE2567  STATE/COUNTY-  ME/KNOX
 PE2567  USGS QUAD   -  NORTH HAVEN WEST (1983)
 PE2567
 PE2567                         *CURRENT SURVEY CONTROL
 PE2567  ___________________________________________________________________
 PE2567* NAD 83(1996)-  44 11 04.26193(N)    068 57 02.47623(W)     ADJUSTED  
 PE2567* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 PE2567  ___________________________________________________________________
 PE2567  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 PE2567  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 PE2567
 PE2567  HORZ ORDER  -  THIRD
 PE2567
 PE2567.The horizontal coordinates were established by classical geodetic methods
 PE2567.and adjusted by the National Geodetic Survey in March 1998..
 PE2567
 PE2567.The orthometric height was scaled from a topographic map.
 PE2567
 PE2567.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2567
 PE2567.The geoid height was determined by GEOID03.
 PE2567
 PE2567;                    North         East     Units Scale Factor Converg.
 PE2567;SPC ME E     -    57,631.800   263,967.852   MT  0.99991596   -0 18 50.8
 PE2567;UTM  19      - 4,892,368.274   503,941.285   MT  0.99960019   +0 02 03.7
 PE2567
 PE2567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2567!SPC ME E     -   1.00000294  x   0.99991596  =   0.99991890
 PE2567!UTM  19      -   1.00000294  x   0.99960019  =   0.99960313
 PE2567
 PE2567                          SUPERSEDED SURVEY CONTROL
 PE2567
 PE2567  NAD 83(1992)-  44 11 04.26907(N)    068 57 02.45471(W) AD(       ) 3
 PE2567  NAD 83(1986)-  44 11 04.27171(N)    068 57 02.46770(W) AD(       ) 3
 PE2567
 PE2567.Superseded values are not recommended for survey control.
 PE2567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2567.See file dsdata.txt to determine how the superseded data were derived.
 PE2567
 PE2567_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ0394192368(NAD 83)
 PE2567_MARKER: O = CHISELED CIRCLE
 PE2567_SETTING: 66 = SET IN ROCK OUTCROP
 PE2567_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 PE2567_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2567_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE2567+STABILITY: POSITION/ELEVATION WELL
 PE2567
 PE2567  HISTORY     - Date     Condition        Report By
 PE2567  HISTORY     - 1983     MONUMENTED       NOS
 PE2567
 PE2567                          STATION DESCRIPTION
 PE2567
 PE2567'DESCRIBED BY NATIONAL OCEAN SERVICE 1983 (RST)
 PE2567'THE STATION IS LOCATED ON GOOSE ISLAND WHICH LIES ABOUT 5/8 OF
 PE2567'A MILE SOUTHEAST OF LASELL ISLAND IN WEST PENOBSCOT BAY.
 PE2567'
 PE2567'THE STATION MUST BE REACHED BY BOAT.
 PE2567'
 PE2567'THE STATION IS MARKED BY A 1/2 INCH DRILL HOLE IN A ROCK OUTCROP
 PE2567'ON THE HIGHEST POINT OF THE ISLAND.
 PE2567'IT IS LOCATED
 PE2567'6.344 METERS (20.81 FT) NORTHEAST FROM STATION GOOSE ISLAND 1911.
 PE2567'
 PE2567'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.52 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2098 ***********************************************************************
 PE2098  DESIGNATION -  GOOSE ISLAND RESET
 PE2098  PID         -  PE2098
 PE2098  STATE/COUNTY-  ME/WALDO
 PE2098  USGS QUAD   -  NORTH HAVEN WEST (1983)
 PE2098
 PE2098                         *CURRENT SURVEY CONTROL
 PE2098  ___________________________________________________________________
 PE2098* NAD 83(1996)-  44 11 04.05972(N)    068 57 02.50986(W)     ADJUSTED  
 PE2098* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 PE2098  ___________________________________________________________________
 PE2098  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 PE2098  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 PE2098
 PE2098  HORZ ORDER  -  SECOND
 PE2098
 PE2098.The horizontal coordinates were established by classical geodetic methods
 PE2098.and adjusted by the National Geodetic Survey in March 1998..
 PE2098
 PE2098.The orthometric height was scaled from a topographic map.
 PE2098
 PE2098.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2098
 PE2098.The geoid height was determined by GEOID03.
 PE2098
 PE2098;                    North         East     Units Scale Factor Converg.
 PE2098;SPC ME E     -    57,625.563   263,967.071   MT  0.99991596   -0 18 50.9
 PE2098;UTM  19      - 4,892,362.035   503,940.542   MT  0.99960019   +0 02 03.7
 PE2098
 PE2098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2098!SPC ME E     -   1.00000286  x   0.99991596  =   0.99991882
 PE2098!UTM  19      -   1.00000286  x   0.99960019  =   0.99960305
 PE2098
 PE2098:                Primary Azimuth Mark                     Grid Az
 PE2098:SPC ME E     -  MOUSE ISLAND LEDGE SPINDLE               022 17 53.6
 PE2098:UTM  19      -  MOUSE ISLAND LEDGE SPINDLE               021 56 59.0
 PE2098
 PE2098|---------------------------------------------------------------------|
 PE2098| PID    Reference Object                     Distance      Geod. Az  |
 PE2098|                                                           dddmmss.s |
 PE2098| PE2100 MOUSE ISLAND LEDGE SPINDLE          APPROX. 2.1 KM 0215902.7 |
 PE2098| PE2097 KEY                                 APPROX. 7.3 KM 0231440.9 |
 PE2098| CE7959 GOOSE ISLAND RM 2                     4.390 METERS 15830     |
 PE2098| CE7958 GOOSE ISLAND RM 1                     5.041 METERS 22621     |
 PE2098| PE2262 CAMDEN WHITE BRICK STACK            APPROX. 9.7 KM 2870852.2 |
 PE2098| PE2278 MOUNT BATTIE MEM OBSERVATORY        APPROX.10.4 KM 2941514.5 |
 PE2098|---------------------------------------------------------------------|
 PE2098
 PE2098                          SUPERSEDED SURVEY CONTROL
 PE2098
 PE2098  NAD 83(1992)-  44 11 04.06509(N)    068 57 02.48887(W) AD(       ) 2
 PE2098  NAD 83(1986)-  44 11 04.06694(N)    068 57 02.49150(W) AD(       ) 2
 PE2098  NAD 27      -  44 11 03.78000(N)    068 57 04.38000(W) AD(       ) 2
 PE2098
 PE2098.Superseded values are not recommended for survey control.
 PE2098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2098.See file dsdata.txt to determine how the superseded data were derived.
 PE2098
 PE2098_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ0394192362(NAD 83)
 PE2098_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PE2098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE2098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE2098_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE2098+STABILITY: SURFACE MOTION
 PE2098
 PE2098  HISTORY     - Date     Condition        Report By
 PE2098  HISTORY     - 1911     MONUMENTED       CGS
 PE2098  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2098  HISTORY     - 1954     SEE DESCRIPTION  CGS
 PE2098  HISTORY     - 1983     GOOD             NOS
 PE2098
 PE2098                          STATION DESCRIPTION
 PE2098
 PE2098'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (NHH)
 PE2098'STATION IS ON THE ISLAND OF THAT NAME, WHICH LIES ABOUT 5/8 MILE SE
 PE2098'OF LASELL ISLAND.  THE STATION IS NEAR THE S END OF THE
 PE2098'ISLAND AND JUST S OF AN OUTCROPPING LEDGE, WHICH IS THE HIGHEST
 PE2098'POINT.  IT IS MARKED BY A BRASS BOLT SET IN A CONCRETE POST WITH
 PE2098'THE LETTERS U.S.C. AND G.S. ON ITS TOP.  TWO REFERENCE MARKS,
 PE2098'3/4-INCH DRILLED HOLES FILLED WITH LEAD ARE PLACED RESPECTIVELY,
 PE2098'6-1/3 FEET E AND 16-5/12 INCHES N OF THE STATION.
 PE2098
 PE2098                          STATION RECOVERY (1934)
 PE2098
 PE2098'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2098'STATION WAS RECOVERED AS DESCRIBED.  THE STATION IS ON GOOSE
 PE2098'ISLAND IN W PENOBSCOT BAY AND 8 MILES NE OF ROCKLAND BREAKWATER.  IT
 PE2098'IS ON THE S END OF THE ISLAND ABOUT 3 METERS S OF AN OUTCROPPING
 PE2098'LEDGE, IN A DEPRESSION BETWEEN THE ABOVE LEDGE AND A SMOOTH-TOPPED
 PE2098'LEDGE ON THE EXTREME S END OF THE ISLAND.  AS THE ORIGINAL
 PE2098'CONCRETE MARKER WAS LOOSE, IT WAS REMOVED AND A STANDARD BRONZE
 PE2098'DISK PUT IN ITS PLACE.
 PE2098'
 PE2098'TWO REFERENCE MARKS, STANDARD BRONZE DISKS WEDGED IN DRILL HOLES
 PE2098'IN OUTCROPPING BEDROCK, WERE ALSO ESTABLISHED AND ARE LOCATED
 PE2098'AS FOLLOWS--REFERENCE MARK NO. 1 IS WSW OF THE STATION AND
 PE2098'REFERENCE MARK NO. 2 IS SSE OF THE STATION.  BOTH ARE ON BARE
 PE2098'LEDGES.
 PE2098'
 PE2098'AS THE STATION MAY BECOME COVERED WITH SOIL AND OTHER SUBSTANCES,
 PE2098'ROCKS WERE PILED OVER IT IN ORDER TO MAKE IT EASY TO FIND.
 PE2098'
 PE2098'A 16-FOOT TRIPOD WAS BUILT OVER THE STATION.
 PE2098
 PE2098                          STATION RECOVERY (1954)
 PE2098
 PE2098'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HOF)
 PE2098'THIS STATION WAS RECOVERED AS DESCRIBED AND IS IN GOOD CONDITION.
 PE2098
 PE2098                          STATION RECOVERY (1983)
 PE2098
 PE2098'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1983 (RST)
 PE2098'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 PE2098'
 PE2098'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.36 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2060 ***********************************************************************
 PE2060  DESIGNATION -  GOOSE ROCKS LIGHTHOUSE
 PE2060  PID         -  PE2060
 PE2060  STATE/COUNTY-  ME/KNOX
 PE2060  USGS QUAD   -  NORTH HAVEN EAST (1982)
 PE2060
 PE2060                         *CURRENT SURVEY CONTROL
 PE2060  ___________________________________________________________________
 PE2060* NAD 83(1996)-  44 08 07.46221(N)    068 49 50.14029(W)     ADJUSTED  
 PE2060* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 PE2060  ___________________________________________________________________
 PE2060  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 PE2060  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 PE2060
 PE2060  HORZ ORDER  -  THIRD
 PE2060
 PE2060.The horizontal coordinates were established by classical geodetic methods
 PE2060.and adjusted by the National Geodetic Survey in March 1998..
 PE2060
 PE2060.The orthometric height was scaled from a topographic map.
 PE2060
 PE2060.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2060
 PE2060.The geoid height was determined by GEOID03.
 PE2060
 PE2060;                    North         East     Units Scale Factor Converg.
 PE2060;SPC ME E     -    52,129.727   273,547.291   MT  0.99990860   -0 13 48.8
 PE2060;UTM  19      - 4,886,926.235   513,551.007   MT  0.99960226   +0 07 04.7
 PE2060
 PE2060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2060!SPC ME E     -   1.00000394  x   0.99990860  =   0.99991254
 PE2060!UTM  19      -   1.00000394  x   0.99960226  =   0.99960619
 PE2060
 PE2060:                Primary Azimuth Mark                     Grid Az
 PE2060:SPC ME E     -  CHANNEL ROCK TRIPOD BEACON               108 03 24.7
 PE2060:UTM  19      -  CHANNEL ROCK TRIPOD BEACON               107 42 31.2
 PE2060
 PE2060|---------------------------------------------------------------------|
 PE2060| PID    Reference Object                     Distance      Geod. Az  |
 PE2060|                                                           dddmmss.s |
 PE2060| PE2067 CHANNEL ROCK TRIPOD BEACON          APPROX. 1.9 KM 1074935.9 |
 PE2060| PE2062 WINDOWS ISLAND HOSPITAL CUPOLA      APPROX. 0.6 KM 1754020.0 |
 PE2060| PE2093 FOX ROCKS RESET                     APPROX. 4.9 KM 2310808.3 |
 PE2060|---------------------------------------------------------------------|
 PE2060
 PE2060                          SUPERSEDED SURVEY CONTROL
 PE2060
 PE2060  NAD 83(1992)-  44 08 07.46852(N)    068 49 50.12024(W) AD(       ) 3
 PE2060  NAD 83(1986)-  44 08 07.47047(N)    068 49 50.12328(W) AD(       ) 3
 PE2060  NAD 27      -  44 08 07.18000(N)    068 49 52.02400(W) AD(       ) 3
 PE2060
 PE2060.Superseded values are not recommended for survey control.
 PE2060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2060.See file dsdata.txt to determine how the superseded data were derived.
 PE2060
 PE2060_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ1355186926(NAD 83)
 PE2060_MARKER: 13 = LIGHTHOUSE
 PE2060_SETTING: 0 = UNSPECIFIED SETTING
 PE2060_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2060
 PE2060  HISTORY     - Date     Condition        Report By
 PE2060  HISTORY     - UNK      FIRST OBSERVED
 PE2060  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2060  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2060  HISTORY     - 1983     GOOD             NOS
 PE2060  HISTORY     - 1988     GOOD             USPSQD
 PE2060
 PE2060                          STATION DESCRIPTION
 PE2060
 PE2060'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2060'THIS INTERSECTION STATION IS THE LIGHTHOUSE IN THE NE ENTRANCE
 PE2060'TO FOX ISLAND THOROUGHFARE, ABOUT 1 MILE N OF CALDERWOOD NECK
 PE2060'OF VINAL HAVEN ISLAND, PENOBSCOT BAY.
 PE2060
 PE2060                          STATION RECOVERY (1943)
 PE2060
 PE2060'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2060'STATION WAS RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS--
 PE2060'
 PE2060'THE LIGHT IS ON TOP OF A WHITE TOWER AND THE LEDGE UPON WHICH
 PE2060'IT IS BUILT IS COVERED AT HIGH TIDE.
 PE2060
 PE2060                          STATION RECOVERY (1983)
 PE2060
 PE2060'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1983 (CSM)
 PE2060'THE LIGHTHOUSE WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 PE2060
 PE2060                          STATION RECOVERY (1988)
 PE2060
 PE2060'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE2060'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0484 ***********************************************************************
 QG0484  DESIGNATION -  GORDEN
 QG0484  PID         -  QG0484
 QG0484  STATE/COUNTY-  ME/PENOBSCOT
 QG0484  USGS QUAD   -  SEBOEIS (1988)
 QG0484
 QG0484                         *CURRENT SURVEY CONTROL
 QG0484  ___________________________________________________________________
 QG0484* NAD 83(1996)-  45 18 07.48828(N)    068 38 23.05022(W)     ADJUSTED  
 QG0484* NAVD 88     -        57.291  (meters)     187.96   (feet)  ADJUSTED  
 QG0484  ___________________________________________________________________
 QG0484  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 QG0484  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 QG0484  DYNAMIC HT  -          57.291 (meters)     187.96  (feet)  COMP
 QG0484  MODELED GRAV-     980,614.6   (mgal)                       NAVD 88
 QG0484
 QG0484  HORZ ORDER  -  SECOND
 QG0484  VERT ORDER  -  FIRST     CLASS II
 QG0484
 QG0484.The horizontal coordinates were established by classical geodetic methods
 QG0484.and adjusted by the National Geodetic Survey in March 1998..
 QG0484
 QG0484.The orthometric height was determined by differential leveling
 QG0484.and adjusted by the National Geodetic Survey in June 1991..
 QG0484.WARNING-Repeat measurements at this control monument indicate possible
 QG0484.vertical movement.
 QG0484
 QG0484.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG0484
 QG0484.The geoid height was determined by GEOID03.
 QG0484
 QG0484.The dynamic height is computed by dividing the NAVD 88
 QG0484.geopotential number by the normal gravity value computed on the
 QG0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0484.degrees latitude (g = 980.6199 gals.).
 QG0484
 QG0484.The modeled gravity was interpolated from observed gravity values.
 QG0484
 QG0484;                    North         East     Units Scale Factor Converg.
 QG0484;SPC ME E     -   181,721.251   289,041.389   MT  0.99990148   -0 05 57.6
 QG0484;UTM  19      - 5,016,571.680   528,244.702   MT  0.99960981   +0 15 21.9
 QG0484
 QG0484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG0484!SPC ME E     -   0.99999486  x   0.99990148  =   0.99989634
 QG0484!UTM  19      -   0.99999486  x   0.99960981  =   0.99960467
 QG0484
 QG0484:                Primary Azimuth Mark                     Grid Az
 QG0484:SPC ME E     -  GORDEN AZ MK                             019 31 53.3
 QG0484:UTM  19      -  GORDEN AZ MK                             019 10 33.8
 QG0484
 QG0484|---------------------------------------------------------------------|
 QG0484| PID    Reference Object                     Distance      Geod. Az  |
 QG0484|                                                           dddmmss.s |
 QG0484| QG0486 GORDEN AZ MK                                       0192555.7 |
 QG0484| QG1409 LINCOLN EASTERN CORP TANK           APPROX.12.4 KM 0542328.2 |
 QG0484| QG0485 GORDEN RM 1                          38.083 METERS 10405     |
 QG0484| QG1398 PASSADUMKEAG MTN LOOKOUT TOWER      APPROX.29.4 KM 1303947.3 |
 QG0484| QG0483 GORDEN RM 2                          29.080 METERS 17149     |
 QG0484|---------------------------------------------------------------------|
 QG0484
 QG0484                          SUPERSEDED SURVEY CONTROL
 QG0484
 QG0484  NAD 83(1992)-  45 18 07.48701(N)    068 38 23.04834(W) AD(       ) 2
 QG0484  NAD 83(1986)-  45 18 07.49354(N)    068 38 23.05469(W) AD(       ) 2
 QG0484  NAD 27      -  45 18 07.29240(N)    068 38 24.94470(W) AD(       ) 2
 QG0484  NGVD 29 (??/??/92)   57.486  (m)          188.60   (f) ADJ UNCH    1 2
 QG0484
 QG0484.Superseded values are not recommended for survey control.
 QG0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0484.See file dsdata.txt to determine how the superseded data were derived.
 QG0484
 QG0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL2824516572(NAD 83)
 QG0484_MARKER: DS = TRIANGULATION STATION DISK
 QG0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0484_STAMPING: GORDEN 1958
 QG0484_MARK LOGO: CGS   
 QG0484_MAGNETIC: N = NO MAGNETIC MATERIAL
 QG0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0484+STABILITY: SURFACE MOTION
 QG0484
 QG0484  HISTORY     - Date     Condition        Report By
 QG0484  HISTORY     - 1958     MONUMENTED       CGS
 QG0484  HISTORY     - 1959     GOOD             NGS
 QG0484  HISTORY     - 1978     GOOD             NGS
 QG0484  HISTORY     - 1978     GOOD             NGS
 QG0484  HISTORY     - 1978     GOOD             NGS
 QG0484  HISTORY     - 1981     GOOD             MEDT
 QG0484  HISTORY     - 19810507 GOOD             NGS
 QG0484  HISTORY     - 20030813 POOR             INDIV
 QG0484
 QG0484                          STATION DESCRIPTION
 QG0484
 QG0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 QG0484'STATION IS LOCATED ABOUT 4 MILES NORTH OF HOWLAND, 1/2 MILE WEST
 QG0484'OF THE PENOBSCOT RIVER AND 1/2 MILE NORTH OF THE NORTH END OF
 QG0484'GORDON ISLAND IN THE PENOBSCOT RIVER.  STATION IS 5 FEET
 QG0484'WEST-SOUTHWEST OF WITNESS POST SIGN, 18 FEET SOUTH OF TRACK ROAD
 QG0484'AND 26 FEET EAST-SOUTHEAST OF TWIN TRUNK BLAZED PINE TREE.  MARK
 QG0484'PROJECTS ABOUT 5 INCHES AND THE DISK IS STAMPED GORDEN 1958.
 QG0484'
 QG0484'REFERENCE MARK NO. 1 IS 12 FEET NORTH OF APPROXIMATE CENTERLINE
 QG0484'OF TRACK ROAD AND 59 FEET WEST OF APPROXIMATE CENTERLINE OF
 QG0484'STATE HIGHWAY 116.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 QG0484'DISK IS STAMPED GORDEN NO. 1 1958.
 QG0484'
 QG0484'REFERENCE MARK NO. 2 IS 102 FEET SOUTH OF THE APPROXIMATE
 QG0484'CENTERLINE OF TRACK ROAD AND 10 FEET WEST OF 5 INCH PINE TREE.  THE
 QG0484'MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED GORDON NO. 2
 QG0484'1958.
 QG0484'
 QG0484'AZIMUTH MARK IS REACHED BY GOING NORTH ON STATE HIGHWAY 116
 QG0484'FOR 0.2 MILE (FROM STATION) TO AZIMUTH MARK ON LEFT AS
 QG0484'DESCRIBED.  AZIMUTH MARK IS 2 FEET EAST OF WITNESS POST SIGN, 10
 QG0484'FEET SOUTH OF TRACK ROAD AND 161 FEET WEST OF APPROXIMATE
 QG0484'CENTERLINE OF STATE HIGHWAY 116.  MARK PROJECTS ABOUT 4 INCHES
 QG0484'AND THE DISK IS STAMPED GORDEN 1958.
 QG0484'
 QG0484'TO REACH FROM THE JUNCTION OF THE ROADS FORK AT THE NORTH END
 QG0484'OF THE BRIDGE OVER THE PISCATAQUIS RIVER IN HOWLAND, GO NORTHWEST
 QG0484'ON STATE HIGHWAY 116 FOR 2.15 MILES TO FORK.  TAKE RIGHT FORK ONTO
 QG0484'GRAVEL ROAD (STATE HIGHWAY 116) AND GO 3.4 MILES TO FORK.  KEEP
 QG0484'STRAIGHT AHEAD ON MAIN ROAD STATE HIGHWAY 116 FOR ABOUT 30 YARDS
 QG0484'TO SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON WOODS ROAD FOR 0.05
 QG0484'MILE TO BLAZED TREE ON LEFT AND STATION ON LEFT AS DESCRIBED.
 QG0484'
 QG0484'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 QG0484
 QG0484                          STATION RECOVERY (1959)
 QG0484
 QG0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 QG0484'5.4 MI N FROM HOWLAND.
 QG0484'5.4 MILES NORTH ALONG STATE HIGHWAY 116 FROM THE NORTH END OF
 QG0484'THE LARGE STATE HIGHWAY 116 BRIDGE OVER THE PISCATAQUIS RIVER AT
 QG0484'HOWLAND, NEAR THE NORTHWEST EDGE OF A CLEARED RIGHT-OF-WAY, 186
 QG0484'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 27 FEET
 QG0484'SOUTHEAST OF A DOUBLE-BODIED 24-INCH BLAZED PINE TREE, 19 FEET
 QG0484'SOUTHWEST OF THE CENTER LINE OF A NORTHWEST-SOUTHEAST WOODS ROAD,
 QG0484'4 FEET SOUTHEAST OF THE EDGE OF THE CLEARING, 5 1/2 FEET WEST OF
 QG0484'A METAL WITNESS POST, ABOUT LEVEL WITH THE WOODS ROAD AND SET IN
 QG0484'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL
 QG0484'OF THE GROUND.
 QG0484
 QG0484                          STATION RECOVERY (1978)
 QG0484
 QG0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0484'2.2 MILES WEST ALONG STATE HIGHWAY 116 FROM THE NORTH END OF THE
 QG0484'STATE HIGHWAY 116 BRIDGE ACROSS THE PISCATAQUIS RIVER AT HOWLAND TO A
 QG0484'Y-JUNCTION, THENCE 3.1 MILES NORTHEAST ALONG STATE HIGHWAY 116 TO A
 QG0484'DIRT ROAD LEADING NORTHWEST FROM THE HIGHWAY, 184.3 FT. NORTHWEST OF
 QG0484'THE CENTER LINE OF THE HIGHWAY, 95.4 FT. NORTH OF GORDEN RM 2,
 QG0484'14.9 FT. SOUTHWEST OF THE CENTER LINE OF THE DIRT ROAD, AT THE
 QG0484'NORTHWEST EDGE OF A CLEARED RIGHT OF WAY.
 QG0484
 QG0484                          STATION RECOVERY (1978)
 QG0484
 QG0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0484'2.2 MILES WEST ALONG STATE HIGHWAY 116 FROM THE NORTH END OF THE
 QG0484'STATE HIGHWAY 116 BRIDGE ACROSS THE PISCATAQUIS RIVER AT HOWLAND TO A
 QG0484'Y-JUNCTION, THENCE 3.1 MILES NORTHEAST ALONG STATE HIGHWAY 116 TO A
 QG0484'DIRT ROAD LEADING NORTHWEST FROM THE HIGHWAY, 184.3 FT. NORTHWEST OF
 QG0484'THE CENTER LINE OF THE HIGHWAY, 95.4 FT. NORTH OF GORDEN RM 2,
 QG0484'14.9 FT. SOUTHWEST OF THE CENTER LINE OF THE DIRT ROAD, AT THE
 QG0484'NORTHWEST EDGE OF A CLEARED RIGHT OF WAY.
 QG0484
 QG0484                          STATION RECOVERY (1978)
 QG0484
 QG0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0484'2.2 MILES WEST ALONG STATE HIGHWAY 116 FROM THE NORTH END OF THE
 QG0484'STATE HIGHWAY 116 BRIDGE ACROSS THE PISCATAQUIS RIVER AT HOWLAND TO A
 QG0484'Y-JUNCTION, THENCE 3.1 MILES NORTHEAST ALONG STATE HIGHWAY 116 TO A
 QG0484'DIRT ROAD LEADING NORTHWEST FROM THE HIGHWAY, 184.3 FT. NORTHWEST OF
 QG0484'THE CENTER LINE OF THE HIGHWAY, 95.4 FT. NORTH OF GORDEN RM 2,
 QG0484'14.9 FT. SOUTHWEST OF THE CENTER LINE OF THE DIRT ROAD, AT THE
 QG0484'NORTHWEST EDGE OF A CLEARED RIGHT OF WAY.
 QG0484
 QG0484                          STATION RECOVERY (1981)
 QG0484
 QG0484'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1981 (BJR)
 QG0484'GORDEN - 1958 RECOVERED GOOD.
 QG0484'
 QG0484'GORDEN NO. 1 - 1958 DESTROYED.
 QG0484'
 QG0484'GORDEN NO. 2 - 1958 RECOVERED GOOD.
 QG0484'
 QG0484'AZ GORDEN - 1958 RECOVERED GOOD.
 QG0484'
 QG0484'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MI. NORTH OF
 QG0484'HOWLAND.
 QG0484
 QG0484                          STATION RECOVERY (1981)
 QG0484
 QG0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 QG0484'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE RECOVERED
 QG0484'IN GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND TILTED OVER AND THE
 QG0484'DISK BROKE OUT.  THE MONUMENT WAS RESET WITH A NEW DISK AND WAS USED
 QG0484'AS REFERENCE MARK 3.  THE DISTANCE AND DIRECTION TO REFERENCE MARK 2
 QG0484'CHECKED.  A NEW DESCRIPTION FOLLOWS.
 QG0484' 
 QG0484'THE STATION IS LOCATED ABOUT 6.4 KM (3.95 MI) NORTH OF HOWLAND, 0.8 KM
 QG0484'(0.50 MI) WEST OF THE PENOSCOT RIVER AND ON THE WEST SIDE OF A
 QG0484'CLEARING JUST WEST OF STATE HIGHWAY 116.  TO REACH THE STATION FROM
 QG0484'THE NORTH END OF THE BRIDGE OVER THE PISCATAQUIS RIVER IN HOWLAND, GO
 QG0484'NORTHERLY ON STATE HIGHWAY 116 FOR 3.5 KM (2.15 MI) TO A FORK.  TAKE
 QG0484'THE RIGHT FORK AND CONTINUE NORTH ON HIGHWAY 116 FOR 5.5 KM (3.40 MI)
 QG0484'TO A SIDE ROAD LEFT AND THE STATION AS DESCRIBED.
 QG0484' 
 QG0484'THE STATION IS A STANDARD NGS DISK STAMPED--GORDEN 1958--, SET INTO
 QG0484'THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES OR 30 CM ON SIDE
 QG0484'PROJECTING 2 INCHES OR 5 CM ABOVE THE GROUND LOCATED 185.0 FT (56.4 M)
 QG0484'WNW FROM THE CENTER OF HIGHWAY 116, 21.0 FT (6.4 M) WNW FROM THE
 QG0484'CENTER OF A CLEARED LINE, 15.0 FT (4.6 M) SSW FROM THE CENTER OF THE
 QG0484'TRACK ROAD, AND 3.5 FT (1.1 M) WNW FROM A METAL WITNESS POST.
 QG0484'REFERENCE MARK NO 2 IS A STANDARD NGS DISK STAMPED--GORDEN NO 2
 QG0484'1958--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES OR 30
 QG0484'CM ON SIDE PROJECTING 2 INCHES OR 5 CM ABOVE THE GROUND LOCATED 100.0
 QG0484'FT (30.5 M) SW FROM THE CENTER OF THE TRACK ROAD, 21.0 FT (6.4 M) ENE
 QG0484'FROM THE CENTER OF THE CLEARING, AND 2.0 FT (0.6 M) ENE FROM A METAL
 QG0484'WITNESS POST.  REFERENCE MARK NO 3 IS A STANDARD NGS DISK
 QG0484'STAMPED--GORDEN 1958 NO 3 1981--, SET INTO THE TOP OF A SQUARE
 QG0484'CONCRETE MONUMENT 12 INCHES OR 30 CM ON SIDE PROJECTING 5 INCHES OR 13
 QG0484'CM ABOVE THE GROUND LOCATED 62.0 FT (18.9 M) WNW FROM THE CENTER OF
 QG0484'HIGHWAY 116, AND 12.0 FT (3.7 M) NE FROM THE CENTER OF THE TRACK ROAD.
 QG0484'AZIMUTH MARK NO 1 IS A STANDARD NGS DISK STAMPED--GORDEN 1958--, SET
 QG0484'INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES OR 30 CM ON SIDE
 QG0484'PROJECTING 2 INCHES OR 5 CM ABOVE THE GROUND LOCATED 161.0 FT (49.1 M)
 QG0484'W FROM THE CENTER OF HIGHWAY 116, 10.0 FT (3.0 M) S FROM THE CENTER OF
 QG0484'A TRACK ROAD, AND 2.0 FT (0.6 M) E FROM A METAL WITNESS POST.  TO
 QG0484'REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON HIGHWAY 116 FOR
 QG0484'0.3 KM (0.20 MI) TO A TRACK ROAD ON THE LEFT AND THE MARK AS
 QG0484'DESCRIBED.
 QG0484
 QG0484                          STATION RECOVERY (2003)
 QG0484
 QG0484'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DRE)
 QG0484'DISK MISSING FROM POST, POST DISTURBED, BROKEN AND LEANING WITH STUB
 QG0484'OF DISK EMBEDDED IN TOP
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0486 ***********************************************************************
 QG0486  DESIGNATION -  GORDEN AZ MK
 QG0486  PID         -  QG0486
 QG0486  STATE/COUNTY-  ME/PENOBSCOT
 QG0486  USGS QUAD   -  SEBOEIS (1988)
 QG0486
 QG0486                         *CURRENT SURVEY CONTROL
 QG0486  ___________________________________________________________________
 QG0486* NAD 83(1986)-  45 18 17.     (N)    068 38 15.     (W)     SCALED    
 QG0486* NAVD 88     -        58.754  (meters)     192.76   (feet)  ADJUSTED  
 QG0486  ___________________________________________________________________
 QG0486  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 QG0486  DYNAMIC HT  -          58.754 (meters)     192.76  (feet)  COMP
 QG0486  MODELED GRAV-     980,615.1   (mgal)                       NAVD 88
 QG0486
 QG0486  VERT ORDER  -  FIRST     CLASS II
 QG0486
 QG0486.The horizontal coordinates were scaled from a topographic map and have
 QG0486.an estimated accuracy of +/- 6 seconds.
 QG0486
 QG0486.The orthometric height was determined by differential leveling
 QG0486.and adjusted by the National Geodetic Survey in June 1991..
 QG0486
 QG0486.The geoid height was determined by GEOID03.
 QG0486
 QG0486.The dynamic height is computed by dividing the NAVD 88
 QG0486.geopotential number by the normal gravity value computed on the
 QG0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0486.degrees latitude (g = 980.6199 gals.).
 QG0486
 QG0486.The modeled gravity was interpolated from observed gravity values.
 QG0486
 QG0486;                    North         East    Units  Estimated Accuracy
 QG0486;SPC ME E     -   182,020.      289,220.      MT  (+/- 180 meters Scaled)
 QG0486
 QG0486                          SUPERSEDED SURVEY CONTROL
 QG0486
 QG0486.No superseded survey control is available for this station.
 QG0486
 QG0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL284168(NAD 83)
 QG0486_MARKER: DZ = AZIMUTH MARK DISK
 QG0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0486_STAMPING: GORDEN 1958
 QG0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0486+STABILITY: SURFACE MOTION
 QG0486
 QG0486  HISTORY     - Date     Condition        Report By
 QG0486  HISTORY     - 1958     MONUMENTED       CGS
 QG0486  HISTORY     - 1959     GOOD             NGS
 QG0486  HISTORY     - 1978     GOOD             NGS
 QG0486  HISTORY     - 1978     GOOD             NGS
 QG0486  HISTORY     - 1978     GOOD             NGS
 QG0486
 QG0486                          STATION DESCRIPTION
 QG0486
 QG0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QG0486'5.6 MI N FROM HOWLAND.
 QG0486'5.6 MILES NORTH ALONG STATE HIGHWAY 116 FROM THE NORTH END OF THE
 QG0486'LARGE STATE HIGHWAY 116 BRIDGE OVER THE PISCATAQUIS RIVER AT
 QG0486'HOWLAND, NEAR THE SOUTHEAST EDGE OF A CLEARED RIGHT-OF-WAY, NEAR
 QG0486'THE T JUNCTION OF A DIM WOODS ROAD LEADING NORTHWEST, 167 1/2
 QG0486'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 12 FEET SOUTHWEST
 QG0486'OF THE CENTER LINE OF THE WOODS ROAD, 2.4 FEET SOUTHEAST OF A
 QG0486'METAL WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND SET
 QG0486'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND.
 QG0486
 QG0486                          STATION RECOVERY (1978)
 QG0486
 QG0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0486'2.2 MILES WEST ALONG STATE HIGHWAY 116 FROM THE NORTH END OF THE
 QG0486'STATE HIGHWAY 116 BRIDGE ACROSS THE PISCATAQUIS RIVER AT HOWLAND TO
 QG0486'A Y-JUNCTION, THENCE 3.3 MILES NORTHEAST ALONG STATE HIGHWAY 116
 QG0486'TO A DIM TRACK ROAD LEADING WEST FROM THE HIGHWAY, 167.5 FT. NORTH-
 QG0486'WEST OF THE CENTER LINE OF THE HIGHWAY, 12.0 FT. SOUTHWEST OF THE
 QG0486'CENTER LINE OF THE TRACK ROAD, AT THE NORTHEAST EDGE OF A CLEARED
 QG0486'RIGHT OF WAY.
 QG0486
 QG0486                          STATION RECOVERY (1978)
 QG0486
 QG0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0486'2.2 MILES WEST ALONG STATE HIGHWAY 116 FROM THE NORTH END OF THE
 QG0486'STATE HIGHWAY 116 BRIDGE ACROSS THE PISCATAQUIS RIVER AT HOWLAND TO
 QG0486'A Y-JUNCTION, THENCE 3.3 MILES NORTHEAST ALONG STATE HIGHWAY 116
 QG0486'TO A DIM TRACK ROAD LEADING WEST FROM THE HIGHWAY, 167.5 FT. NORTH-
 QG0486'WEST OF THE CENTER LINE OF THE HIGHWAY, 12.0 FT. SOUTHWEST OF THE
 QG0486'CENTER LINE OF THE TRACK ROAD, AT THE NORTHEAST EDGE OF A CLEARED
 QG0486'RIGHT OF WAY.
 QG0486
 QG0486                          STATION RECOVERY (1978)
 QG0486
 QG0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0486'2.2 MILES WEST ALONG STATE HIGHWAY 116 FROM THE NORTH END OF THE
 QG0486'STATE HIGHWAY 116 BRIDGE ACROSS THE PISCATAQUIS RIVER AT HOWLAND TO
 QG0486'A Y-JUNCTION, THENCE 3.3 MILES NORTHEAST ALONG STATE HIGHWAY 116
 QG0486'TO A DIM TRACK ROAD LEADING WEST FROM THE HIGHWAY, 167.5 FT. NORTH-
 QG0486'WEST OF THE CENTER LINE OF THE HIGHWAY, 12.0 FT. SOUTHWEST OF THE
 QG0486'CENTER LINE OF THE TRACK ROAD, AT THE NORTHEAST EDGE OF A CLEARED
 QG0486'RIGHT OF WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0483 ***********************************************************************
 QG0483  DESIGNATION -  GORDEN RM 2
 QG0483  PID         -  QG0483
 QG0483  STATE/COUNTY-  ME/PENOBSCOT
 QG0483  USGS QUAD   -  SEBOEIS (1988)
 QG0483
 QG0483                         *CURRENT SURVEY CONTROL
 QG0483  ___________________________________________________________________
 QG0483* NAD 83(1986)-  45 18 07.     (N)    068 38 22.     (W)     SCALED    
 QG0483* NAVD 88     -        56.754  (meters)     186.20   (feet)  ADJUSTED  
 QG0483  ___________________________________________________________________
 QG0483  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 QG0483  DYNAMIC HT  -          56.754 (meters)     186.20  (feet)  COMP
 QG0483  MODELED GRAV-     980,614.6   (mgal)                       NAVD 88
 QG0483
 QG0483  VERT ORDER  -  FIRST     CLASS II
 QG0483
 QG0483.The horizontal coordinates were scaled from a topographic map and have
 QG0483.an estimated accuracy of +/- 6 seconds.
 QG0483
 QG0483.The orthometric height was determined by differential leveling
 QG0483.and adjusted by the National Geodetic Survey in June 1991..
 QG0483.WARNING-Repeat measurements at this control monument indicate possible
 QG0483.vertical movement.
 QG0483
 QG0483.The geoid height was determined by GEOID03.
 QG0483
 QG0483.The dynamic height is computed by dividing the NAVD 88
 QG0483.geopotential number by the normal gravity value computed on the
 QG0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0483.degrees latitude (g = 980.6199 gals.).
 QG0483
 QG0483.The modeled gravity was interpolated from observed gravity values.
 QG0483
 QG0483;                    North         East    Units  Estimated Accuracy
 QG0483;SPC ME E     -   181,710.      289,060.      MT  (+/- 180 meters Scaled)
 QG0483
 QG0483                          SUPERSEDED SURVEY CONTROL
 QG0483
 QG0483  NGVD 29 (??/??/92)   56.947  (m)          186.83   (f) ADJ UNCH    1 2
 QG0483
 QG0483.Superseded values are not recommended for survey control.
 QG0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0483.See file dsdata.txt to determine how the superseded data were derived.
 QG0483
 QG0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL282165(NAD 83)
 QG0483_MARKER: DR = REFERENCE MARK DISK
 QG0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0483_STAMPING: GORDEN NO 2 1958
 QG0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0483+STABILITY: SURFACE MOTION
 QG0483
 QG0483  HISTORY     - Date     Condition        Report By
 QG0483  HISTORY     - 1958     MONUMENTED       CGS
 QG0483  HISTORY     - 1959     GOOD             NGS
 QG0483  HISTORY     - 1978     GOOD             NGS
 QG0483  HISTORY     - 1978     GOOD             NGS
 QG0483  HISTORY     - 1978     GOOD             NGS
 QG0483
 QG0483                          STATION DESCRIPTION
 QG0483
 QG0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QG0483'5.4 MI N FROM HOWLAND.
 QG0483'5.4 MILES NORTH ALONG STATE HIGHWAY 116 FROM THE NORTH END OF
 QG0483'THE LARGE STATE HIGHWAY 116 BRIDGE OVER THE PISCATAQUIS RIVER
 QG0483'AT HOWLAND, ALONG THE SOUTHEAST EDGE OF A CLEARED RIGHT-OF-WAY,
 QG0483'95.4 FEET SOUTH OF THE STATION, 102 FEET SOUTHWEST OF THE CENTER
 QG0483'LINE OF THE WOODS ROAD, 4 FEET BELOW THE LEVEL OF THE WOODS
 QG0483'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 QG0483'ABOVE THE GROUND.
 QG0483
 QG0483                          STATION RECOVERY (1978)
 QG0483
 QG0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0483'2.2 MILES WEST ALONG STATE HIGHWAY 116 FROM THE NORTH END OF THE
 QG0483'STATE HIGHWAY 116 BRIDGE ACROSS THE PISCATAQUIS RIVER AT HOWLAND TO
 QG0483'A Y-JUNCTION, THENCE 3.1 MILES NORTHEAST ALONG STATE HIGHWAY 116
 QG0483'TO A DIRT ROAD LEADING NORTHWEST FROM THE HIGHWAY, 146.0 FT. NORTH-
 QG0483'WEST OF THE CENTER LINE OF THE HIGHWAY, 100.2 FT. SOUTHWEST OF THE
 QG0483'CENTER LINE OF THE DIRT ROAD, 95.4 FT. SOUTH OF THE STATION, AT THE
 QG0483'SOUTHEAST EDGE OF A CLEARED RIGHT OF WAY.
 QG0483
 QG0483                          STATION RECOVERY (1978)
 QG0483
 QG0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0483'2.2 MILES WEST ALONG STATE HIGHWAY 116 FROM THE NORTH END OF THE
 QG0483'STATE HIGHWAY 116 BRIDGE ACROSS THE PISCATAQUIS RIVER AT HOWLAND TO
 QG0483'A Y-JUNCTION, THENCE 3.1 MILES NORTHEAST ALONG STATE HIGHWAY 116
 QG0483'TO A DIRT ROAD LEADING NORTHWEST FROM THE HIGHWAY, 146.0 FT. NORTH-
 QG0483'WEST OF THE CENTER LINE OF THE HIGHWAY, 100.2 FT. SOUTHWEST OF THE
 QG0483'CENTER LINE OF THE DIRT ROAD, 95.4 FT. SOUTH OF THE STATION, AT THE
 QG0483'SOUTHEAST EDGE OF A CLEARED RIGHT OF WAY.
 QG0483
 QG0483                          STATION RECOVERY (1978)
 QG0483
 QG0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0483'2.2 MILES WEST ALONG STATE HIGHWAY 116 FROM THE NORTH END OF THE
 QG0483'STATE HIGHWAY 116 BRIDGE ACROSS THE PISCATAQUIS RIVER AT HOWLAND TO
 QG0483'A Y-JUNCTION, THENCE 3.1 MILES NORTHEAST ALONG STATE HIGHWAY 116
 QG0483'TO A DIRT ROAD LEADING NORTHWEST FROM THE HIGHWAY, 146.0 FT. NORTH-
 QG0483'WEST OF THE CENTER LINE OF THE HIGHWAY, 100.2 FT. SOUTHWEST OF THE
 QG0483'CENTER LINE OF THE DIRT ROAD, 95.4 FT. SOUTH OF THE STATION, AT THE
 QG0483'SOUTHEAST EDGE OF A CLEARED RIGHT OF WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1723 ***********************************************************************
 PE1723  DESIGNATION -  GORDON
 PE1723  PID         -  PE1723
 PE1723  STATE/COUNTY-  ME/HANCOCK
 PE1723  USGS QUAD   -  HANCOCK (1981)
 PE1723
 PE1723                         *CURRENT SURVEY CONTROL
 PE1723  ___________________________________________________________________
 PE1723* NAD 83(1996)-  44 34 09.60164(N)    068 15 10.50127(W)     ADJUSTED  
 PE1723* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 PE1723  ___________________________________________________________________
 PE1723  LAPLACE CORR-           4.10  (seconds)                    DEFLEC99
 PE1723  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 PE1723
 PE1723  HORZ ORDER  -  THIRD
 PE1723
 PE1723.The horizontal coordinates were established by classical geodetic methods
 PE1723.and adjusted by the National Geodetic Survey in March 1998..
 PE1723
 PE1723.The orthometric height was scaled from a topographic map.
 PE1723
 PE1723.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1723
 PE1723.The geoid height was determined by GEOID03.
 PE1723
 PE1723;                    North         East     Units Scale Factor Converg.
 PE1723;SPC ME E     -   100,319.115   319,625.137   MT  0.99990473   +0 10 24.2
 PE1723;UTM  19      - 4,935,382.069   559,321.016   MT  0.99964327   +0 31 27.5
 PE1723
 PE1723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1723!SPC ME E     -   1.00000369  x   0.99990473  =   0.99990841
 PE1723!UTM  19      -   1.00000369  x   0.99964327  =   0.99964695
 PE1723
 PE1723:                Primary Azimuth Mark                     Grid Az
 PE1723:SPC ME E     -  FRANKLIN SPIRE                           035 44 17.1
 PE1723:UTM  19      -  FRANKLIN SPIRE                           035 23 13.8
 PE1723
 PE1723|---------------------------------------------------------------------|
 PE1723| PID    Reference Object                     Distance      Geod. Az  |
 PE1723|                                                           dddmmss.s |
 PE1723| PE1720 FRANKLIN SPIRE                      APPROX. 2.6 KM 0355441.3 |
 PE1723| PE1717 DYER HANCOCK COUNTY                 APPROX. 1.5 KM 0390537.4 |
 PE1723| PE1727 ISLAND                              APPROX. 2.4 KM 1975923.2 |
 PE1723| PE1733 CLINES BARN EAST GABLE              APPROX. 3.9 KM 2231421.3 |
 PE1723| PE1725 BUTLERS POINT BARN SW GABLE         APPROX. 1.6 KM 2422356.2 |
 PE1723| PE1728 MACOMBER H NEW BARN E GABLE         APPROX. 1.4 KM 3335119.0 |
 PE1723|---------------------------------------------------------------------|
 PE1723
 PE1723                          SUPERSEDED SURVEY CONTROL
 PE1723
 PE1723  NAD 83(1992)-  44 34 09.59477(N)    068 15 10.50438(W) AD(       ) 3
 PE1723  NAD 83(1986)-  44 34 09.59309(N)    068 15 10.50755(W) AD(       ) 3
 PE1723  NAD 27      -  44 34 09.31000(N)    068 15 12.46000(W) AD(       ) 3
 PE1723
 PE1723.Superseded values are not recommended for survey control.
 PE1723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1723.See file dsdata.txt to determine how the superseded data were derived.
 PE1723
 PE1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK5932135382(NAD 83)
 PE1723
 PE1723  HISTORY     - Date     Condition        Report By
 PE1723  HISTORY     - UNK      MONUMENTED
 PE1723  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE1723
 PE1723                          STATION DESCRIPTION
 PE1723
 PE1723'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1723'STATION WAS NOT FOUND.  POINT IS NOW COVERED WITH SLASH TIMBER
 PE1723'AND A DENSE GROWTH OF UNDERBRUSH.  NO SURFACE EVIDENCE OF THE
 PE1723'STATION COULD BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1226 ***********************************************************************
 QF1226  DESIGNATION -  GORGE IBC
 QF1226  PID         -  QF1226
 QF1226  STATE/COUNTY-  ME/WASHINGTON
 QF1226  USGS QUAD   -  KELLEYLAND (1988)
 QF1226
 QF1226                         *CURRENT SURVEY CONTROL
 QF1226  ___________________________________________________________________
 QF1226* NAD 83(1996)-  45 16 13.93103(N)    067 28 34.04643(W)     ADJUSTED  
 QF1226* NAVD 88     -        54.     (meters)     177.     (feet)  SCALED    
 QF1226  ___________________________________________________________________
 QF1226  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 QF1226  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 QF1226
 QF1226  HORZ ORDER  -  THIRD
 QF1226
 QF1226.The horizontal coordinates were established by classical geodetic methods
 QF1226.and adjusted by the National Geodetic Survey in March 1998..
 QF1226
 QF1226.The orthometric height was scaled from a topographic map.
 QF1226
 QF1226.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1226
 QF1226.The geoid height was determined by GEOID03.
 QF1226
 QF1226;                    North         East     Units Scale Factor Converg.
 QF1226;SPC ME E     -   178,716.431   380,340.505   MT  0.99997934   +0 43 38.8
 QF1226;UTM  19      - 5,014,133.765   619,538.081   MT  0.99977569   +1 04 57.9
 QF1226
 QF1226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1226!SPC ME E     -   0.99999527  x   0.99997934  =   0.99997461
 QF1226!UTM  19      -   0.99999527  x   0.99977569  =   0.99977096
 QF1226
 QF1226|---------------------------------------------------------------------|
 QF1226| PID    Reference Object                     Distance      Geod. Az  |
 QF1226|                                                           dddmmss.s |
 QF1226| QF1223 NORTH LOWER PITCH IBC               186.299 METERS 01940     |
 QF1226| QF1221 LOWER PITCH IBC                     138.708 METERS 03711     |
 QF1226| QF1225 REFERENCE MON 183                    50.439 METERS 15839     |
 QF1226| QF1227 REFERENCE MON 184                    13.814 METERS 18543     |
 QF1226| QF1236 GRAVEL IBC                          333.904 METERS 34130     |
 QF1226| QF1232 POINT 2 IBC                         339.230 METERS 35327     |
 QF1226|---------------------------------------------------------------------|
 QF1226
 QF1226                          SUPERSEDED SURVEY CONTROL
 QF1226
 QF1226  NAD 83(1992)-  45 16 13.92718(N)    067 28 34.04497(W) AD(       ) 3
 QF1226  NAD 83(1986)-  45 16 13.93002(N)    067 28 34.05170(W) AD(       ) 3
 QF1226  NAD 27      -  45 16 13.62500(N)    067 28 36.03100(W) AD(       ) 3
 QF1226
 QF1226.Superseded values are not recommended for survey control.
 QF1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1226.See file dsdata.txt to determine how the superseded data were derived.
 QF1226
 QF1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL1953814134(NAD 83)
 QF1226_MARKER: DS = TRIANGULATION STATION DISK
 QF1226_SETTING: 80 = SET IN A BOULDER
 QF1226_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF1226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1226+STABILITY: SURFACE MOTION
 QF1226
 QF1226  HISTORY     - Date     Condition        Report By
 QF1226  HISTORY     - 1910     MONUMENTED       IBC
 QF1226
 QF1226                          STATION DESCRIPTION
 QF1226
 QF1226'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JEM)
 QF1226'ON THE W SHORE OF THE ST CROIX RIVER, NEARLY ABREAST OF THE SECOND
 QF1226'FALLS IN THE LOWER PITCH OF GRAND FALLS, AND N 5 DEGREES 43 MINUTES E,
 QF1226'13.8 METERS FROM REFERENCE MONUMENT 184.  IN 1955 STATION ROCK WAS
 QF1226'JUST OUTSIDE THE TREE LINE ACROSS FROM N END OF ISLAND.
 QF1226'
 QF1226'STATION MARK IS A USC AND GS BRONZE TRIANGULATION DISK SET IN A DRILL
 QF1226'HOLE IN THE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1158 ***********************************************************************
 OC1158  DESIGNATION -  GORHAM
 OC1158  PID         -  OC1158
 OC1158  STATE/COUNTY-  ME/CUMBERLAND
 OC1158  USGS QUAD   -  PORTLAND WEST (1978)
 OC1158
 OC1158                         *CURRENT SURVEY CONTROL
 OC1158  ___________________________________________________________________
 OC1158* NAD 83(1996)-  43 38 30.85276(N)    070 20 16.50895(W)     ADJUSTED  
 OC1158* NAVD 88     -        29.207  (meters)      95.82   (feet)  ADJUSTED  
 OC1158  ___________________________________________________________________
 OC1158  LAPLACE CORR-           3.75  (seconds)                    DEFLEC99
 OC1158  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 OC1158  DYNAMIC HT  -          29.203 (meters)      95.81  (feet)  COMP
 OC1158  MODELED GRAV-     980,496.3   (mgal)                       NAVD 88
 OC1158
 OC1158  HORZ ORDER  -  SECOND
 OC1158  VERT ORDER  -  SECOND    CLASS I
 OC1158
 OC1158.The horizontal coordinates were established by classical geodetic methods
 OC1158.and adjusted by the National Geodetic Survey in March 1998..
 OC1158
 OC1158.The orthometric height was determined by differential leveling
 OC1158.and adjusted by the National Geodetic Survey in June 1991..
 OC1158
 OC1158.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1158
 OC1158.The geoid height was determined by GEOID03.
 OC1158
 OC1158.The dynamic height is computed by dividing the NAVD 88
 OC1158.geopotential number by the normal gravity value computed on the
 OC1158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1158.degrees latitude (g = 980.6199 gals.).
 OC1158
 OC1158.The modeled gravity was interpolated from observed gravity values.
 OC1158
 OC1158;                    North         East     Units Scale Factor Converg.
 OC1158;SPC ME W     -    89,841.280   886,182.607   MT  0.99996901   -0 07 05.5
 OC1158;UTM  19      - 4,832,970.713   392,089.993   MT  0.99974323   -0 55 24.4
 OC1158
 OC1158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1158!SPC ME W     -   0.99999954  x   0.99996901  =   0.99996855
 OC1158!UTM  19      -   0.99999954  x   0.99974323  =   0.99974277
 OC1158
 OC1158:                Primary Azimuth Mark                     Grid Az
 OC1158:SPC ME W     -  GERALD                                   013 04 40.8
 OC1158:UTM  19      -  GERALD                                   013 52 59.7
 OC1158
 OC1158|---------------------------------------------------------------------|
 OC1158| PID    Reference Object                     Distance      Geod. Az  |
 OC1158|                                                           dddmmss.s |
 OC1158| OC1164 GERALD                              APPROX. 3.6 KM 0125735.3 |
 OC1158| OC1855 PORTLAND WOODFORDS CONG CH          APPROX. 5.2 KM 0514144.5 |
 OC1158| OC1656 MUNJOY HILL OBSERVATORY             APPROX. 7.7 KM 0700902.6 |
 OC1158| OC1848 MEDICAL                             APPROX. 5.2 KM 0754533.1 |
 OC1158| OC1839 SOUTH PORTLAND PWRHSE NE STACK      APPROX. 6.8 KM 0880108.8 |
 OC1158| OC1159 GORHAM RM 1                          24.439 METERS 09330     |
 OC1158| OC1842 SOUTH PORTLAND BOYS CTR MAST        APPROX. 2.5 KM 1004958.3 |
 OC1158| OC1864 SOUTH PORTLAND METH SPIRE           APPROX. 4.6 KM 1073936.6 |
 OC1158| OC1901 S PORTLAND RAD STA WCSH NE TWR      APPROX. 4.3 KM 1610333.8 |
 OC1158| OC1900 S PORTLAND RAD STA WCSH SW TWR      APPROX. 4.3 KM 1622331.2 |
 OC1158| OC1912 SCARBOROUGH FAA MICROWAVE           APPROX. 4.4 KM 1635433.6 |
 OC1158| OC1899 SCARBORO GREEN STANDPIPE            APPROX. 5.7 KM 1784758.9 |
 OC1158| OC1908 SCARBOROUGH BLUEPOINT SPIPE         APPROX.10.1 KM 1893642.1 |
 OC1158| OC1909 SCARBOROUGH RAD STA WJBQ MAST       APPROX. 6.4 KM 2052450.1 |
 OC1158| OC1160 GORHAM RM 2                          27.002 METERS 20624     |
 OC1158| OC1939 GORHAM MUN TANK                     APPROX.10.0 KM 2952310.4 |
 OC1158| OC1940 GORHAM FIRST CONG CH SPIRE          APPROX. 9.6 KM 2970237.7 |
 OC1158| OC1796 WESTBROOK STACK                     APPROX. 4.9 KM 3453304.2 |
 OC1158|---------------------------------------------------------------------|
 OC1158
 OC1158                          SUPERSEDED SURVEY CONTROL
 OC1158
 OC1158  NAD 83(1992)-  43 38 30.85146(N)    070 20 16.50987(W) AD(       ) 2
 OC1158  NAD 83(1986)-  43 38 30.85748(N)    070 20 16.51554(W) AD(       ) 2
 OC1158  NAD 27      -  43 38 30.56757(N)    070 20 18.34501(W) AD(       ) 2
 OC1158  NGVD 29 (??/??/92)   29.424  (m)           96.54   (f) ADJ UNCH    2 1
 OC1158
 OC1158.Superseded values are not recommended for survey control.
 OC1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1158.See file dsdata.txt to determine how the superseded data were derived.
 OC1158
 OC1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9209032971(NAD 83)
 OC1158_MARKER: DD = SURVEY DISK
 OC1158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC1158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OC1158_STAMPING: GORHAM 1974
 OC1158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC1158+STABILITY: SURFACE MOTION
 OC1158
 OC1158  HISTORY     - Date     Condition        Report By
 OC1158  HISTORY     - 1974     MONUMENTED       MEDT
 OC1158  HISTORY     - 1975     GOOD             MEDT
 OC1158
 OC1158                          STATION DESCRIPTION
 OC1158
 OC1158'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974 (RCA)
 OC1158'THE STATION IS LOCATED IN THE WESTERN PART OF SOUTH PORTLAND, 4
 OC1158'MILES WEST-SOUTHWEST OF PORTLAND, 3 MILES SOUTH-SOUTHEAST OF
 OC1158'WESTBROOK, AND 6 MILES EAST-SOUTHEAST OF GORHAM.
 OC1158'
 OC1158'TO REACH THE STATION FROM THE BRIGHTON AVENUE OVERPASS OF
 OC1158'INTERSTATE HIGHWAY 95 GO SOUTH ON INTERSTATE HIGHWAY 95 FOR 2.9
 OC1158'MILES TO THE CONGRESS STREET OVERPASS, CONTINUE SOUTH ON INTERSTATE
 OC1158'HIGHWAY 95 FOR 0.6 MILE TO A SIDE ROAD ON THE RIGHT, LEADING TO
 OC1158'THE HIGHWAY MAINTENANCE YARD.  TURN RIGHT INTO THE MAINTENANCE
 OC1158'YARD AND GO WEST FOR 0.15 MILE TO THE MOST WESTERLY BUILDING,
 OC1158'(A SALT SHED).  LEAVE THE VEHICLE AND WALK 103 PACES
 OC1158'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE SALT SHED TO
 OC1158'THE STATION MARK.
 OC1158'
 OC1158'THE STATION MARK IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 OC1158'DISK STAMPED 1974 GORHAM, SET IN A 12-INCH CYLINDRICAL CONCRETE
 OC1158'POST THAT IS ABOUT 4 INCHES ABOVE THE GROUND.  THE SUBSURFACE
 OC1158'STATION MARK IS A 2 INCH IN DIAMETER BRASS PLUG SET IN AN
 OC1158'IRREGULAR MASS OF CONCRETE ABOUT 50 INCHES BELOW THE LEVEL OF THE
 OC1158'GROUND, IT IS STAMPED 1974 GORHAM.  THE STATION IS 213.0 FEET
 OC1158'NORTH OF THE NORTHWEST CORNER OF THE SALT SHED, 230.0 FEET
 OC1158'NORTHWEST OF POWER POLE NUMBER 32.7 AND 94.0 FEET EAST OF THE
 OC1158'WOODS LINE.
 OC1158'
 OC1158'REFERENCE MARK 1 IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 OC1158'DISK STAMPED RM 1 1974 GORHAM, SET IN A 12-INCH CYLINDRICAL
 OC1158'CONCRETE POST THAT IS ABOUT 4 INCHES ABOVE THE GROUND.  IT IS
 OC1158'110.0 FEET EAST OF THE WOODS LINE.
 OC1158'
 OC1158'REFERENCE MARK 2 IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 OC1158'DISK STAMPED RM 2 1974 GORHAM, SET IN A 12-INCH CYLINDRICAL
 OC1158'CONCRETE POST THAT IS ABOUT 4 INCHES ABOVE THE GROUND.  IT IS
 OC1158'5.4 FEET NORTHEAST OF THE WOODS LINE.
 OC1158'
 OC1158'RM 1 TO RM 2 OBSTRUCTED.
 OC1158'
 OC1158'HEIGHT OF LIGHT ABOVE STATION MARK 31 METERS.
 OC1158
 OC1158                          STATION RECOVERY (1975)
 OC1158
 OC1158'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 OC1158'1.6 MI NW FROM SOUTH PORTLAND.
 OC1158'ABOUT 0.80 MILES NORTHWESTERLY ALONG THE 4 LANE HIGHWAY LEADING TO THE
 OC1158'MAINE TURNPIKE, THROUGH TOLL GATE NO. 7, FROM THE I-295 OVERPASS
 OC1158'CROSSING THE HIGHWAY IN SOUTH PORTLAND, THENCE ABOUT 0.7 MILE
 OC1158'NORTHEASTERLY ALONG THE MAINE TURNPIKE NORTHBOUND TO THE MAINE
 OC1158'TURNPIKE AUTHORITY OFFICE AND MAINTENANCE LOT ON THE WESTERLY SIDE OF
 OC1158'THE TURNPIKE.  A DISK SET FLUSH IN THE TOP OF A CYLINDRICAL CONCRETE
 OC1158'POST PROJECTING 6 INCHES, 105 FEET NORTHEAST OF WOODS LINE AND BARBED
 OC1158'WIRE FENCE, 228 FEET WEST OF CMP POLE NO. 327, 46 FEET SOUTHEAST OF 12
 OC1158'INCH ASH TREE IN FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DE6250 ***********************************************************************
 DE6250  CORS        -  This is a GPS Continuously Operating Reference Station.
 DE6250  DESIGNATION -  GORHAM COOP CORS ARP
 DE6250  CORS_ID     -  GORH
 DE6250  PID         -  DE6250
 DE6250  STATE/COUNTY-  ME/CUMBERLAND
 DE6250  USGS QUAD   -  GORHAM (1975)
 DE6250
 DE6250                         *CURRENT SURVEY CONTROL
 DE6250  ___________________________________________________________________
 DE6250* NAD 83(CORS)-  43 40 49.23629(N)    070 26 58.10778(W)     ADJUSTED  
 DE6250* NAVD 88     -                                                        
 DE6250  ___________________________________________________________________
 DE6250  EPOCH DATE  -        2002.00
 DE6250  X           -   1,546,073.822 (meters)                     COMP
 DE6250  Y           -  -4,353,772.482 (meters)                     COMP
 DE6250  Z           -   4,382,532.985 (meters)                     COMP
 DE6250  ELLIP HEIGHT-          84.97  (meters)          (02/??/02) GPS OBS
 DE6250  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 DE6250
 DE6250  HORZ ORDER  -  SPECIAL (CORS)
 DE6250  ELLP ORDER  -  SPECIAL (CORS)
 DE6250
 DE6250.ITRF positions are available for this station.
 DE6250.The coordinates were established by GPS observations
 DE6250.and adjusted by the National Geodetic Survey in February 2002..
 DE6250.The coordinates are valid at the epoch date displayed above.
 DE6250.The epoch date for horizontal control is a decimal equivalence
 DE6250.of Year/Month/Day.
 DE6250
 DE6250
 DE6250.The PID for the CORS L1 Phase Center is DE6251.
 DE6250
 DE6250.The XYZ, and position/ellipsoidal ht. are equivalent.
 DE6250
 DE6250.The ellipsoidal height was determined by GPS observations
 DE6250.and is referenced to NAD 83.
 DE6250
 DE6250.The geoid height was determined by GEOID03.
 DE6250
 DE6250;                    North         East     Units Scale Factor Converg.
 DE6250;SPC ME W     -    94,136.640   877,196.399   MT  0.99997306   -0 11 43.1
 DE6250
 DE6250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6250!SPC ME W     -   0.99998668  x   0.99997306  =   0.99995974
 DE6250
 DE6250                          SUPERSEDED SURVEY CONTROL
 DE6250
 DE6250.No superseded survey control is available for this station.
 DE6250
 DE6250_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ8316737391(NAD 83)
 DE6250_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DE6250
 DE6250                          STATION DESCRIPTION
 DE6250
 DE6250'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 DE6250'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DE6250'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DE6250'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DE6250'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DE6250'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DE6251 ***********************************************************************
 DE6251  CORS        -  This is a GPS Continuously Operating Reference Station.
 DE6251  DESIGNATION -  GORHAM COOP CORS L1 PHASE CENTER
 DE6251  CORS_ID     -  GORH
 DE6251  PID         -  DE6251
 DE6251  STATE/COUNTY-  ME/CUMBERLAND
 DE6251  USGS QUAD   -  GORHAM (1975)
 DE6251
 DE6251                         *CURRENT SURVEY CONTROL
 DE6251  ___________________________________________________________________
 DE6251* NAD 83(CORS)-  43 40 49.23647(N)    070 26 58.10791(W)     ADJUSTED  
 DE6251* NAVD 88     -                                                        
 DE6251  ___________________________________________________________________
 DE6251  EPOCH DATE  -        2002.00
 DE6251  X           -   1,546,073.840 (meters)                     COMP
 DE6251  Y           -  -4,353,772.540 (meters)                     COMP
 DE6251  Z           -   4,382,533.051 (meters)                     COMP
 DE6251  ELLIP HEIGHT-          85.06  (meters)          (02/??/02) GPS OBS
 DE6251  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 DE6251
 DE6251  HORZ ORDER  -  SPECIAL (CORS)
 DE6251  ELLP ORDER  -  SPECIAL (CORS)
 DE6251
 DE6251.ITRF positions are available for this station.
 DE6251.The coordinates were established by GPS observations
 DE6251.and adjusted by the National Geodetic Survey in February 2002..
 DE6251.The coordinates are valid at the epoch date displayed above.
 DE6251.The epoch date for horizontal control is a decimal equivalence
 DE6251.of Year/Month/Day.
 DE6251
 DE6251
 DE6251.The PID for the CORS ARP is DE6250.
 DE6251
 DE6251.The XYZ, and position/ellipsoidal ht. are equivalent.
 DE6251
 DE6251.The ellipsoidal height was determined by GPS observations
 DE6251.and is referenced to NAD 83.
 DE6251
 DE6251.The geoid height was determined by GEOID03.
 DE6251
 DE6251;                    North         East     Units Scale Factor Converg.
 DE6251;SPC ME W     -    94,136.645   877,196.396   MT  0.99997306   -0 11 43.1
 DE6251
 DE6251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6251!SPC ME W     -   0.99998666  x   0.99997306  =   0.99995972
 DE6251
 DE6251                          SUPERSEDED SURVEY CONTROL
 DE6251
 DE6251.No superseded survey control is available for this station.
 DE6251
 DE6251_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ8316737391(NAD 83)
 DE6251_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DE6251
 DE6251                          STATION DESCRIPTION
 DE6251
 DE6251'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DE6251'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DE6251'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DE6251'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DE6251'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DE6251'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1940 ***********************************************************************
 OC1940  DESIGNATION -  GORHAM FIRST CONG CH SPIRE
 OC1940  PID         -  OC1940
 OC1940  STATE/COUNTY-  ME/CUMBERLAND
 OC1940  USGS QUAD   -  GORHAM (1975)
 OC1940
 OC1940                         *CURRENT SURVEY CONTROL
 OC1940  ___________________________________________________________________
 OC1940* NAD 83(1996)-  43 40 51.50036(N)    070 26 36.61232(W)     ADJUSTED  
 OC1940* NAVD 88     -                                                        
 OC1940  ___________________________________________________________________
 OC1940  LAPLACE CORR-           3.54  (seconds)                    DEFLEC99
 OC1940  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 OC1940
 OC1940  HORZ ORDER  -  THIRD
 OC1940
 OC1940.The horizontal coordinates were established by classical geodetic methods
 OC1940.and adjusted by the National Geodetic Survey in March 1998..
 OC1940
 OC1940
 OC1940.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1940
 OC1940.The geoid height was determined by GEOID03.
 OC1940
 OC1940;                    North         East     Units Scale Factor Converg.
 OC1940;SPC ME W     -    94,204.889   877,678.088   MT  0.99997279   -0 11 28.3
 OC1940;UTM  19      - 4,837,452.490   383,649.487   MT  0.99976651   -0 59 49.4
 OC1940
 OC1940                          SUPERSEDED SURVEY CONTROL
 OC1940
 OC1940  NAD 83(1992)-  43 40 51.49917(N)    070 26 36.61327(W) AD(       ) 4
 OC1940  NAD 83(1986)-  43 40 51.50541(N)    070 26 36.61887(W) AD(       ) 4
 OC1940  NAD 27      -  43 40 51.22355(N)    070 26 38.43622(W) AD(       ) 3
 OC1940
 OC1940.Superseded values are not recommended for survey control.
 OC1940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1940.See file dsdata.txt to determine how the superseded data were derived.
 OC1940
 OC1940_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ8364937452(NAD 83)
 OC1940_MARKER: 90 = CHURCH SPIRE
 OC1940
 OC1940  HISTORY     - Date     Condition        Report By
 OC1940  HISTORY     - 1975     FIRST OBSERVED   NGS
 OC1940  HISTORY     - 19920730 GOOD             USPSQD
 OC1940
 OC1940                          STATION DESCRIPTION
 OC1940
 OC1940'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 OC1940'THE STATION, GORHAM CONGREGATIONALIST CHURCH SPIRE, IS THE BALL
 OC1940'ATOP THE WEATHER VANE ATOP THE 135 FOOT, WHITE, WOODEN, MULTISIDED,
 OC1940'SPIRE ATOP A CLOCK ATOP THE FIRST PARISH CONGREGATIONALIST
 OC1940'CHURCH.  LOCATED IN THE TOWN OF GORHAM ON THE EAST SIDE OF ROUTE
 OC1940'114 0.1 MILES NORTH OF THE INTERSECTION OF ROUTE 202 AND 114.
 OC1940
 OC1940                          STATION RECOVERY (1992)
 OC1940
 OC1940'RECOVERY NOTE BY US POWER SQUADRON 1992 (AMW)
 OC1940'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1950 ***********************************************************************
 OC1950  DESIGNATION -  GORHAM FLATTOP TANK
 OC1950  PID         -  OC1950
 OC1950  STATE/COUNTY-  ME/CUMBERLAND
 OC1950  USGS QUAD   -  GORHAM (1975)
 OC1950
 OC1950                         *CURRENT SURVEY CONTROL
 OC1950  ___________________________________________________________________
 OC1950* NAD 83(1996)-  43 40 33.72909(N)    070 27 10.87084(W)     ADJUSTED  
 OC1950* NAVD 88     -                                                        
 OC1950  ___________________________________________________________________
 OC1950  LAPLACE CORR-           3.66  (seconds)                    DEFLEC99
 OC1950  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 OC1950
 OC1950  HORZ ORDER  -  THIRD
 OC1950
 OC1950.The horizontal coordinates were established by classical geodetic methods
 OC1950.and adjusted by the National Geodetic Survey in March 1998..
 OC1950
 OC1950
 OC1950.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1950
 OC1950.The geoid height was determined by GEOID03.
 OC1950
 OC1950;                    North         East     Units Scale Factor Converg.
 OC1950;SPC ME W     -    93,659.041   876,908.879   MT  0.99997322   -0 11 51.9
 OC1950;UTM  19      - 4,836,917.624   382,872.837   MT  0.99976874   -1 00 12.7
 OC1950
 OC1950                          SUPERSEDED SURVEY CONTROL
 OC1950
 OC1950  NAD 83(1992)-  43 40 33.72778(N)    070 27 10.87187(W) AD(       ) 4
 OC1950  NAD 83(1986)-  43 40 33.73413(N)    070 27 10.87739(W) AD(       ) 4
 OC1950  NAD 27      -  43 40 33.44602(N)    070 27 12.69369(W) AD(       ) 3
 OC1950
 OC1950.Superseded values are not recommended for survey control.
 OC1950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1950.See file dsdata.txt to determine how the superseded data were derived.
 OC1950
 OC1950_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ8287336918(NAD 83)
 OC1950
 OC1950  HISTORY     - Date     Condition        Report By
 OC1950  HISTORY     - 1975     MONUMENTED       NGS
 OC1950
 OC1950                          STATION DESCRIPTION
 OC1950
 OC1950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 OC1950'THE STATION, GORHAM FLATTOP TANK, IS THE TOP-CENTER OF A FLATTOP
 OC1950'WATERTANK - LOCATED IN THE TOWN OF GORHAM ON THE SOUTH EAST SIDE
 OC1950'OF FLAGGY MEADOW ROAD 0.2 MILES FROM INTERSECTION OF ROUTE 25
 OC1950'AND THE FLAGGY MEADOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1939 ***********************************************************************
 OC1939  DESIGNATION -  GORHAM MUN TANK
 OC1939  PID         -  OC1939
 OC1939  STATE/COUNTY-  ME/CUMBERLAND
 OC1939  USGS QUAD   -  GORHAM (1975)
 OC1939
 OC1939                         *CURRENT SURVEY CONTROL
 OC1939  ___________________________________________________________________
 OC1939* NAD 83(1996)-  43 40 49.72388(N)    070 27 00.31101(W)     ADJUSTED  
 OC1939* NAVD 88     -                                                        
 OC1939  ___________________________________________________________________
 OC1939  LAPLACE CORR-           3.61  (seconds)                    DEFLEC99
 OC1939  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 OC1939
 OC1939  HORZ ORDER  -  THIRD
 OC1939
 OC1939.The horizontal coordinates were established by classical geodetic methods
 OC1939.and adjusted by the National Geodetic Survey in March 1998..
 OC1939
 OC1939
 OC1939.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1939
 OC1939.The geoid height was determined by GEOID03.
 OC1939
 OC1939;                    North         East     Units Scale Factor Converg.
 OC1939;SPC ME W     -    94,151.856   877,147.102   MT  0.99997309   -0 11 44.7
 OC1939;UTM  19      - 4,837,406.940   383,117.917   MT  0.99976804   -1 00 05.7
 OC1939
 OC1939                          SUPERSEDED SURVEY CONTROL
 OC1939
 OC1939  NAD 83(1992)-  43 40 49.72269(N)    070 27 00.31196(W) AD(       ) 4
 OC1939  NAD 83(1986)-  43 40 49.72892(N)    070 27 00.31765(W) AD(       ) 4
 OC1939  NAD 27      -  43 40 49.44535(N)    070 27 02.13163(W) AD(       ) 3
 OC1939
 OC1939.Superseded values are not recommended for survey control.
 OC1939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1939.See file dsdata.txt to determine how the superseded data were derived.
 OC1939
 OC1939_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ8311837407(NAD 83)
 OC1939_MARKER: 53 = ELEVATED TANK
 OC1939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OC1939+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2003
 OC1939
 OC1939  HISTORY     - Date     Condition        Report By
 OC1939  HISTORY     - 1975     FIRST OBSERVED   NGS
 OC1939  HISTORY     - 1976     GOOD             NGS
 OC1939  HISTORY     - 19920730 GOOD             USPSQD
 OC1939  HISTORY     - 20031026 GOOD             USPSQD
 OC1939
 OC1939                          STATION DESCRIPTION
 OC1939
 OC1939'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 OC1939'THE STATION, GORHAM MUNICIPAL UNIVERSITY TANK, IS THE TOP-CENTER
 OC1939'OF THE 105 FOOT HIGH, 30 FOOT DIAMETER, SILVER WATER TANK.  LOCATED
 OC1939'IN TOWN OF GORHAM, AT THE UNIVERSITY OF MAINE BAILEY HILL PARKING
 OC1939'LOT.
 OC1939
 OC1939                          STATION RECOVERY (1976)
 OC1939
 OC1939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC1939'THE STATION WAS RECOVERED AS DESCRIBED BY R.C. ARNOLD IN 1975.
 OC1939'
 OC1939'DESCRIBED BY G.S. NELSON.
 OC1939
 OC1939                          STATION RECOVERY (1992)
 OC1939
 OC1939'RECOVERY NOTE BY US POWER SQUADRON 1992 (AMW)
 OC1939'RECOVERED IN GOOD CONDITION.
 OC1939
 OC1939                          STATION RECOVERY (2003)
 OC1939
 OC1939'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMW)
 OC1939'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1159 ***********************************************************************
 OC1159  DESIGNATION -  GORHAM RM 1
 OC1159  PID         -  OC1159
 OC1159  STATE/COUNTY-  ME/CUMBERLAND
 OC1159  USGS QUAD   -  PORTLAND WEST (1978)
 OC1159
 OC1159                         *CURRENT SURVEY CONTROL
 OC1159  ___________________________________________________________________
 OC1159* NAD 83(1986)-  43 38 17.     (N)    070 20 17.     (W)     SCALED    
 OC1159* NAVD 88     -        28.301  (meters)      92.85   (feet)  ADJUSTED  
 OC1159  ___________________________________________________________________
 OC1159  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 OC1159  DYNAMIC HT  -          28.297 (meters)      92.84  (feet)  COMP
 OC1159  MODELED GRAV-     980,496.3   (mgal)                       NAVD 88
 OC1159
 OC1159  VERT ORDER  -  SECOND    CLASS I
 OC1159
 OC1159.The horizontal coordinates were scaled from a topographic map and have
 OC1159.an estimated accuracy of +/- 6 seconds.
 OC1159
 OC1159.The orthometric height was determined by differential leveling
 OC1159.and adjusted by the National Geodetic Survey in June 1991..
 OC1159
 OC1159.The geoid height was determined by GEOID03.
 OC1159
 OC1159.The dynamic height is computed by dividing the NAVD 88
 OC1159.geopotential number by the normal gravity value computed on the
 OC1159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1159.degrees latitude (g = 980.6199 gals.).
 OC1159
 OC1159.The modeled gravity was interpolated from observed gravity values.
 OC1159
 OC1159;                    North         East    Units  Estimated Accuracy
 OC1159;SPC ME W     -    89,410.      886,170.      MT  (+/- 180 meters Scaled)
 OC1159
 OC1159                          SUPERSEDED SURVEY CONTROL
 OC1159
 OC1159  NGVD 29 (??/??/92)   28.518  (m)           93.56   (f) ADJ UNCH    2 1
 OC1159
 OC1159.Superseded values are not recommended for survey control.
 OC1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1159.See file dsdata.txt to determine how the superseded data were derived.
 OC1159
 OC1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ920325(NAD 83)
 OC1159_MARKER: DR = REFERENCE MARK DISK
 OC1159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC1159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OC1159_STAMPING: GORHAM RM-1 1974
 OC1159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC1159+STABILITY: SURFACE MOTION
 OC1159
 OC1159  HISTORY     - Date     Condition        Report By
 OC1159  HISTORY     - 1974     MONUMENTED       MEDT
 OC1159  HISTORY     - 1975     GOOD             MEDT
 OC1159
 OC1159                          STATION DESCRIPTION
 OC1159
 OC1159'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 OC1159'1.6 MI NW FROM SOUTH PORTLAND.
 OC1159'ABOUT 0.80 MILES NORTHWESTERLY ALONG THE 4 LANE HIGHWAY LEADING TO THE
 OC1159'MAINE TURNPIKE THROUGH TOLL GATE NO. 7 FROM THE I-295 OVERPASS
 OC1159'CROSSING THIS HIGHWAY IN SOUTH PORTLAND, THENCE ABOUT 0.7 MILE
 OC1159'NORTHEASTERLY ALONG THE MAINE TURNPIKE NORTHBOUND TO THE MAINE
 OC1159'TURNPIKE OFFICE AND MAINTENANCE LOT ON THE WESTERLY SIDE OF THE
 OC1159'TURNPIKE.  A DISK SET FLUSH IN THE TOP OF A CYLINDRICAL CONCRETE POST
 OC1159'PROJECTING 6 IN. ABOVE GROUND, 143 FEET NORTHEAST FROM REMAINS OF
 OC1159'STONEWALL AND BARBED WIRE FENCE, 157 FEET SOUTHWEST OF CMP POLE NO.
 OC1159'32.7, 121 FEET SOUTHEAST OF A 12 INCH ASH TREE IN THE FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1160 ***********************************************************************
 OC1160  DESIGNATION -  GORHAM RM 2
 OC1160  PID         -  OC1160
 OC1160  STATE/COUNTY-  ME/CUMBERLAND
 OC1160  USGS QUAD   -  PORTLAND WEST (1978)
 OC1160
 OC1160                         *CURRENT SURVEY CONTROL
 OC1160  ___________________________________________________________________
 OC1160* NAD 83(1986)-  43 38 17.     (N)    070 20 17.     (W)     SCALED    
 OC1160* NAVD 88     -        29.665  (meters)      97.33   (feet)  ADJUSTED  
 OC1160  ___________________________________________________________________
 OC1160  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 OC1160  DYNAMIC HT  -          29.661 (meters)      97.31  (feet)  COMP
 OC1160  MODELED GRAV-     980,496.3   (mgal)                       NAVD 88
 OC1160
 OC1160  VERT ORDER  -  SECOND    CLASS I
 OC1160
 OC1160.The horizontal coordinates were scaled from a topographic map and have
 OC1160.an estimated accuracy of +/- 6 seconds.
 OC1160
 OC1160.The orthometric height was determined by differential leveling
 OC1160.and adjusted by the National Geodetic Survey in June 1991..
 OC1160
 OC1160.The geoid height was determined by GEOID03.
 OC1160
 OC1160.The dynamic height is computed by dividing the NAVD 88
 OC1160.geopotential number by the normal gravity value computed on the
 OC1160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1160.degrees latitude (g = 980.6199 gals.).
 OC1160
 OC1160.The modeled gravity was interpolated from observed gravity values.
 OC1160
 OC1160;                    North         East    Units  Estimated Accuracy
 OC1160;SPC ME W     -    89,410.      886,170.      MT  (+/- 180 meters Scaled)
 OC1160
 OC1160                          SUPERSEDED SURVEY CONTROL
 OC1160
 OC1160  NGVD 29 (??/??/92)   29.882  (m)           98.04   (f) ADJ UNCH    2 1
 OC1160
 OC1160.Superseded values are not recommended for survey control.
 OC1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1160.See file dsdata.txt to determine how the superseded data were derived.
 OC1160
 OC1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ920325(NAD 83)
 OC1160_MARKER: DD = SURVEY DISK
 OC1160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC1160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OC1160_STAMPING: GORHAM RM-2 1974
 OC1160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC1160+STABILITY: SURFACE MOTION
 OC1160
 OC1160  HISTORY     - Date     Condition        Report By
 OC1160  HISTORY     - 1974     MONUMENTED       MEDT
 OC1160  HISTORY     - 1975     GOOD             MEDT
 OC1160
 OC1160                          STATION DESCRIPTION
 OC1160
 OC1160'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 OC1160'1.6 MI NW FROM SOUTH PORTLAND.
 OC1160'ABOUT 0.80 MILES NORTHWESTERLY ALONG THE 4 LANE HIGHWAY LEADING TO THE
 OC1160'MAINE TURNPIKE THROUGH TOLL GATE NO. 7 FROM THE I-295 OVERPASS
 OC1160'CROSSING THIS HIGHWAY IN SOUTH PORTLAND, THENCE ABOUT 0.7 MILE
 OC1160'NORTHEASTERLY ALONG THE MAINE TURNPIKE NORTHBOUND TO THE MAINE
 OC1160'TURNPIKE OFFICE AND MAINTENANCE LOT ON THE WESTERLY SIDE OF THE
 OC1160'TURNPIKE.  A DISK SET FLUSH IN THE TOP OF A CYLINDRICAL CONCRETE POST
 OC1160'PROJECTING 6 INCHES AT THE SOUTHWEST SIDE OF THE LOT, 88.55 FEET
 OC1160'SOUTHWEST OF THE STATION MARK, 16 FEET NORTHEAST OF WOODS LINE AND
 OC1160'BARBED WIRE FENCE, 298 FEET SOUTHWEST OF CMP POLE NO. 32.7 AND 109
 OC1160'FEET SOUTHWEST OF 12 INCH ASH TREE IN THE FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0332 ***********************************************************************
 QH0332  DESIGNATION -  GOSFORD IBC
 QH0332  PID         -  QH0332
 QH0332  STATE/COUNTY-  ME/OXFORD
 QH0332  USGS QUAD   -  NORTHWEST POND (1990)
 QH0332
 QH0332                         *CURRENT SURVEY CONTROL
 QH0332  ___________________________________________________________________
 QH0332* NAD 83(1996)-  45 18 05.73342(N)    070 52 00.25488(W)     ADJUSTED  
 QH0332* NAVD 88     -      1135.     (meters)    3724.     (feet)  SCALED    
 QH0332  ___________________________________________________________________
 QH0332  LAPLACE CORR-           3.92  (seconds)                    DEFLEC99
 QH0332  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 QH0332
 QH0332  HORZ ORDER  -  SECOND
 QH0332
 QH0332.The horizontal coordinates were established by classical geodetic methods
 QH0332.and adjusted by the National Geodetic Survey in March 1998..
 QH0332
 QH0332.The orthometric height was scaled from a topographic map.
 QH0332
 QH0332.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0332
 QH0332.The geoid height was determined by GEOID03.
 QH0332
 QH0332;                    North         East     Units Scale Factor Converg.
 QH0332;SPC ME W     -   274,486.391   845,093.820   MT  1.00000372   -0 29 51.5
 QH0332;UTM  19      - 5,018,149.403   353,646.662   MT  0.99986336   -1 19 37.7
 QH0332
 QH0332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0332!SPC ME W     -   0.99982612  x   1.00000372  =   0.99982984
 QH0332!UTM  19      -   0.99982612  x   0.99986336  =   0.99968951
 QH0332
 QH0332:                Primary Azimuth Mark                     Grid Az
 QH0332:SPC ME W     -  WOBURN IBC                               338 59 50.0
 QH0332:UTM  19      -  WOBURN IBC                               339 49 36.2
 QH0332
 QH0332|---------------------------------------------------------------------|
 QH0332| PID    Reference Object                     Distance      Geod. Az  |
 QH0332|                                                           dddmmss.s |
 QH0332| QH0416 WOBURN IBC                          APPROX. 9.9 KM 3382958.5 |
 QH0332|---------------------------------------------------------------------|
 QH0332
 QH0332                          SUPERSEDED SURVEY CONTROL
 QH0332
 QH0332  NAD 83(1992)-  45 18 05.73233(N)    070 52 00.25163(W) AD(       ) 2
 QH0332  NAD 83(1992)-  45 18 05.73934(N)    070 52 00.24844(W) AD(       ) 2
 QH0332  NAD 83(1986)-  45 18 05.73691(N)    070 52 00.25325(W) AD(       ) 2
 QH0332  NAD 27      -  45 18 05.56200(N)    070 52 01.99500(W) AD(       ) 2
 QH0332
 QH0332.Superseded values are not recommended for survey control.
 QH0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0332.See file dsdata.txt to determine how the superseded data were derived.
 QH0332
 QH0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL5364718149(NAD 83)
 QH0332_MARKER: DD = SURVEY DISK
 QH0332_SETTING: 80 = SET IN A BOULDER
 QH0332_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QH0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0332+STABILITY: SURFACE MOTION
 QH0332
 QH0332  HISTORY     - Date     Condition        Report By
 QH0332  HISTORY     - 1916     MONUMENTED       IBC
 QH0332  HISTORY     - 1941     GOOD             IBC
 QH0332  HISTORY     - 20060824 MARK NOT FOUND   GEOCAC
 QH0332
 QH0332                          STATION DESCRIPTION
 QH0332
 QH0332'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1916 (JH)
 QH0332'IN WOBURN TOWNSHIP, ON THE SUMMIT OF GOSFORD MOUNTAIN, ABOUT 6 MILES
 QH0332'SOUTH OF WOBURN, QUEBEC.  THE STATION IS NEAR THE EAST SIDE OF THE
 QH0332'TOP AND ABOUT 30 FEET FROM THE HIGHEST POINT.
 QH0332'
 QH0332'STATION MARK--A BRONZE DISK CEMENTED IN A DRILL HOLE IN A DRILL HOLE
 QH0332'IN A LARGE ROCK, THAT IS FIRMLY SET AMONG SMALL ROCKS WHICH FORM
 QH0332'THE TOP OF THE PEAK.
 QH0332
 QH0332                          STATION RECOVERY (1941)
 QH0332
 QH0332'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941 (FHB)
 QH0332'STATION RECOVERED IN GOOD CONDITION.
 QH0332
 QH0332                          STATION RECOVERY (2006)
 QH0332
 QH0332'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 QH0332'THE MARK WAS NOT RECOVERED, NOT FOUND.
 QH0332' 
 QH0332'THE SUMMIT AREA APPEARS TO HAVE BEEN CLEARED WHEN THE OBSERVATION
 QH0332'TOWER WAS BUILT. THERE IS NO LONGER AN OBVIOUS HIGHEST POINT AND THERE
 QH0332'ARE NO OBVIOUS LARGE ROCKS ON THE EAST SIDE OF THE SUMMIT. THE AREA
 QH0332'WAS SEARCHED AND PROBED FOR ABOUT 30 MINUTES ON EACH OF TWO DAYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1476 ***********************************************************************
 OC1476  DESIGNATION -  GOSLING
 OC1476  PID         -  OC1476
 OC1476  STATE/COUNTY-  ME/CUMBERLAND
 OC1476  USGS QUAD   -  FREEPORT (1970)
 OC1476
 OC1476                         *CURRENT SURVEY CONTROL
 OC1476  ___________________________________________________________________
 OC1476* NAD 83(1996)-  43 46 57.79032(N)    070 02 36.36886(W)     ADJUSTED  
 OC1476* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 OC1476  ___________________________________________________________________
 OC1476  LAPLACE CORR-           3.26  (seconds)                    DEFLEC99
 OC1476  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 OC1476
 OC1476  HORZ ORDER  -  THIRD
 OC1476
 OC1476.The horizontal coordinates were established by classical geodetic methods
 OC1476.and adjusted by the National Geodetic Survey in March 1998..
 OC1476
 OC1476.The orthometric height was scaled from a topographic map.
 OC1476
 OC1476.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1476
 OC1476.The geoid height was determined by GEOID03.
 OC1476
 OC1476;                    North         East     Units Scale Factor Converg.
 OC1476;SPC ME W     -   105,479.477   909,919.548   MT  0.99996788   +0 05 07.0
 OC1476;UTM  19      - 4,848,269.464   416,038.566   MT  0.99968671   -0 43 19.3
 OC1476
 OC1476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1476!SPC ME W     -   1.00000394  x   0.99996788  =   0.99997182
 OC1476!UTM  19      -   1.00000394  x   0.99968671  =   0.99969065
 OC1476
 OC1476|---------------------------------------------------------------------|
 OC1476| PID    Reference Object                     Distance      Geod. Az  |
 OC1476|                                                           dddmmss.s |
 OC1476| CE8183 GOSLING RM 1                          7.833 METERS 02312     |
 OC1476| OC1453 HARPSWELL BAPTIST CHURCH SPIRE      APPROX. 3.1 KM 1255643.8 |
 OC1476| OC1479 CHEBEAG IS HAMILTON HOTEL CHIM      APPROX. 5.6 KM 2343839.9 |
 OC1476| OC1461 GT CHEBEAG IS N END WATER TWR       APPROX. 5.6 KM 2352237.3 |
 OC1476| OC1480 GT CHEBEAG IS N HSE NE CHIM         APPROX. 5.0 KM 2375512.3 |
 OC1476| OC1455 COUSINS I CORNFLD PT WHARF END      APPROX. 6.4 KM 2593042.3 |
 OC1476| OC1489 FOGG POINT WATER TANK               APPROX. 7.5 KM 2822431.6 |
 OC1476| CE8184 GOSLING RM 2                         15.985 METERS 31310     |
 OC1476|---------------------------------------------------------------------|
 OC1476
 OC1476                          SUPERSEDED SURVEY CONTROL
 OC1476
 OC1476  NAD 83(1992)-  43 46 57.78851(N)    070 02 36.36886(W) AD(       ) 3
 OC1476  NAD 83(1986)-  43 46 57.79434(N)    070 02 36.37412(W) AD(       ) 3
 OC1476  NAD 27      -  43 46 57.49800(N)    070 02 38.19900(W) AD(       ) 3
 OC1476
 OC1476.Superseded values are not recommended for survey control.
 OC1476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1476.See file dsdata.txt to determine how the superseded data were derived.
 OC1476
 OC1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ1603948269(NAD 83)
 OC1476
 OC1476  HISTORY     - Date     Condition        Report By
 OC1476  HISTORY     - 1933     MONUMENTED       CGS
 OC1476  HISTORY     - 1941     SEE DESCRIPTION  CGS
 OC1476
 OC1476                          STATION DESCRIPTION
 OC1476
 OC1476'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1476'THE STATION IS ON THE CENTER AND MOST PROMINENT OF THREE BARE
 OC1476'ROCK LEDGES PROJECTING FROM THE S END OF THE LARGER AND MORE
 OC1476'EASTERLY ONE OF TWO ISLANDS CALLED THE GOSLINGS, AND IS 10 METERS
 OC1476'S OF THE BUSH LINE 15 METERS N OF TIP OF LEDGE AT HIGH-WATER
 OC1476'LINE AND 1 METER ABOVE HIGH-WATER LINE.
 OC1476'
 OC1476'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 OC1476'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 OC1476'
 OC1476'REFERENCE MARK NO. 1 IS NE OF STATION ON SAME LEDGE AND IS
 OC1476'2 METERS S OF BUSH LINE AND 3 METERS FROM HIGH-WATER LINE ON
 OC1476'E SIDE OF LEDGE.
 OC1476'
 OC1476'REFERENCE MARK NO. 2 IS W OF STATION ON LOW LEDGE COVERED
 OC1476'AT HIGH TIDE AND IS 5 METERS OUTSIDE AND S OF HIGH-WATER LINE.
 OC1476'
 OC1476'HEIGHT OF SIGNAL ABOVE STATION MARK - 3.95 METERS.
 OC1476
 OC1476                          STATION RECOVERY (1941)
 OC1476
 OC1476'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FLP)
 OC1476'RECOVERED AS DESCRIBED IN 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1830 ***********************************************************************
 PE1830  DESIGNATION -  GOT 1944
 PE1830  PID         -  PE1830
 PE1830  STATE/COUNTY-  ME/HANCOCK
 PE1830  USGS QUAD   -  BASS HARBOR (1983)
 PE1830
 PE1830                         *CURRENT SURVEY CONTROL
 PE1830  ___________________________________________________________________
 PE1830* NAD 83(1996)-  44 11 50.89583(N)    068 18 54.81124(W)     ADJUSTED  
 PE1830* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 PE1830  ___________________________________________________________________
 PE1830  LAPLACE CORR-           4.61  (seconds)                    DEFLEC99
 PE1830  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 PE1830
 PE1830  HORZ ORDER  -  THIRD
 PE1830
 PE1830.The horizontal coordinates were established by classical geodetic methods
 PE1830.and adjusted by the National Geodetic Survey in March 1998..
 PE1830
 PE1830.The orthometric height was scaled from a topographic map.
 PE1830
 PE1830.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1830
 PE1830.The geoid height was determined by GEOID03.
 PE1830
 PE1830;                    North         East     Units Scale Factor Converg.
 PE1830;SPC ME E     -    58,988.867   314,769.353   MT  0.99990268   +0 07 43.7
 PE1830;UTM  19      - 4,894,033.857   554,718.819   MT  0.99963682   +0 28 38.6
 PE1830
 PE1830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1830!SPC ME E     -   1.00000289  x   0.99990268  =   0.99990557
 PE1830!UTM  19      -   1.00000289  x   0.99963682  =   0.99963971
 PE1830
 PE1830:                Primary Azimuth Mark                     Grid Az
 PE1830:SPC ME E     -  BAKER ISLAND LIGHTHOUSE 1861             062 12 31.1
 PE1830:UTM  19      -  BAKER ISLAND LIGHTHOUSE 1861             061 51 36.2
 PE1830
 PE1830|---------------------------------------------------------------------|
 PE1830| PID    Reference Object                     Distance      Geod. Az  |
 PE1830|                                                           dddmmss.s |
 PE1830| PE1822 BAKER ISLAND LIGHTHOUSE 1861        APPROX.10.5 KM 0622014.8 |
 PE1830|---------------------------------------------------------------------|
 PE1830
 PE1830                          SUPERSEDED SURVEY CONTROL
 PE1830
 PE1830  NAD 83(1992)-  44 11 50.90451(N)    068 18 54.80475(W) AD(       ) 3
 PE1830  NAD 83(1986)-  44 11 50.90491(N)    068 18 54.81049(W) AD(       ) 3
 PE1830  NAD 27      -  44 11 50.59300(N)    068 18 56.76700(W) AD(       ) 3
 PE1830
 PE1830.Superseded values are not recommended for survey control.
 PE1830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1830.See file dsdata.txt to determine how the superseded data were derived.
 PE1830
 PE1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ5471994034(NAD 83)
 PE1830
 PE1830  HISTORY     - Date     Condition        Report By
 PE1830  HISTORY     - 1944     MONUMENTED       CGS
 PE1830  HISTORY     - 1953     SEE DESCRIPTION  CGS
 PE1830
 PE1830                          STATION DESCRIPTION
 PE1830
 PE1830'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1830'STATION IS LOCATED ON THE EXTREME E.S.E. TIP OF GREAT GOTT ISLAND,
 PE1830'IS 19.18 METERS SE OF SOUTH CORNER OF STONE FOUNDATION, 3.15 METERS
 PE1830'SW OF EXTENDED LINE OF NE SIDE OF FOUNDATION, AND 34 METERS BACK
 PE1830'OF MHW LINE.  MARK IS A STANDARD TOPOGRAPHIC DISC STAMPED GOT
 PE1830'1944.  NOTE--THERE IS ANOTHER STATION GOT, 1944 ON THE
 PE1830'SOUTHWESTERN TIP OF LITTLE GOTT ISLAND.
 PE1830'
 PE1830'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK 10 FEET.
 PE1830
 PE1830                          STATION RECOVERY (1953)
 PE1830
 PE1830'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (DFR)
 PE1830'STATION WAS RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1829 ***********************************************************************
 PE1829  DESIGNATION -  GOTTS ISLAND WELSHS HOUSE CHIM
 PE1829  PID         -  PE1829
 PE1829  STATE/COUNTY-  ME/HANCOCK
 PE1829  USGS QUAD   -  BASS HARBOR (1983)
 PE1829
 PE1829                         *CURRENT SURVEY CONTROL
 PE1829  ___________________________________________________________________
 PE1829* NAD 83(1996)-  44 11 59.23420(N)    068 19 55.67689(W)     ADJUSTED  
 PE1829* NAVD 88     -                                                        
 PE1829  ___________________________________________________________________
 PE1829  LAPLACE CORR-           4.44  (seconds)                    DEFLEC99
 PE1829  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 PE1829
 PE1829  HORZ ORDER  -  THIRD
 PE1829
 PE1829.The horizontal coordinates were established by classical geodetic methods
 PE1829.and adjusted by the National Geodetic Survey in March 1998..
 PE1829
 PE1829
 PE1829.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1829
 PE1829.The geoid height was determined by GEOID03.
 PE1829
 PE1829;                    North         East     Units Scale Factor Converg.
 PE1829;SPC ME E     -    59,243.311   313,417.412   MT  0.99990221   +0 07 01.3
 PE1829;UTM  19      - 4,894,280.005   553,365.716   MT  0.99963502   +0 27 56.2
 PE1829
 PE1829                          SUPERSEDED SURVEY CONTROL
 PE1829
 PE1829  NAD 83(1992)-  44 11 59.24174(N)    068 19 55.66936(W) AD(       ) 4
 PE1829  NAD 83(1986)-  44 11 59.24215(N)    068 19 55.67511(W) AD(       ) 4
 PE1829  NAD 27      -  44 11 58.94000(N)    068 19 57.60000(W) AD(       ) 3
 PE1829
 PE1829.Superseded values are not recommended for survey control.
 PE1829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1829.See file dsdata.txt to determine how the superseded data were derived.
 PE1829
 PE1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ5336694280(NAD 83)
 PE1829
 PE1829  HISTORY     - Date     Condition        Report By
 PE1829  HISTORY     - UNK      MONUMENTED
 PE1829  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE1829  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE1829
 PE1829                          STATION DESCRIPTION
 PE1829
 PE1829'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1829'THE STATION IS LOST.
 PE1829
 PE1829                          STATION RECOVERY (1944)
 PE1829
 PE1829'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1829'THE STATION WAS SEARCHED FOR BUT THE HOUSE WAS DESTROYED AND
 PE1829'THE STATION IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0566 ***********************************************************************
 OB0566  DESIGNATION -  GOUDY LEDGE BEACON
 OB0566  PID         -  OB0566
 OB0566  STATE/COUNTY-  ME/CUMBERLAND
 OB0566  USGS QUAD   -  ORRS ISLAND (1997)
 OB0566
 OB0566                         *CURRENT SURVEY CONTROL
 OB0566  ___________________________________________________________________
 OB0566* NAD 83(1996)-  43 45 53.50746(N)    069 53 32.24829(W)     ADJUSTED  
 OB0566* NAVD 88     -                                                        
 OB0566  ___________________________________________________________________
 OB0566  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 OB0566  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 OB0566
 OB0566  HORZ ORDER  -  THIRD
 OB0566
 OB0566.The horizontal coordinates were established by classical geodetic methods
 OB0566.and adjusted by the National Geodetic Survey in March 1998..
 OB0566
 OB0566
 OB0566.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0566
 OB0566.The geoid height was determined by GEOID03.
 OB0566
 OB0566;                    North         East     Units Scale Factor Converg.
 OB0566;SPC ME W     -   103,524.772   922,092.604   MT  0.99997267   +0 11 23.2
 OB0566;UTM  19      - 4,846,144.099   428,179.294   MT  0.99966344   -0 37 02.0
 OB0566
 OB0566                          SUPERSEDED SURVEY CONTROL
 OB0566
 OB0566  NAD 83(1992)-  43 45 53.50526(N)    069 53 32.24754(W) AD(       ) 4
 OB0566  NAD 83(1986)-  43 45 53.51098(N)    069 53 32.25306(W) AD(       ) 4
 OB0566  NAD 27      -  43 45 53.20700(N)    069 53 34.08300(W) AD(       ) 3
 OB0566
 OB0566.Superseded values are not recommended for survey control.
 OB0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0566.See file dsdata.txt to determine how the superseded data were derived.
 OB0566
 OB0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ2817946144(NAD 83)
 OB0566
 OB0566  HISTORY     - Date     Condition        Report By
 OB0566  HISTORY     - UNK      MONUMENTED
 OB0566  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OB0566  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0566
 OB0566                          STATION DESCRIPTION
 OB0566
 OB0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OB0566'STATION RECOVERED AND IS A BLACK AND RED SPHERICAL CAGE ON AN
 OB0566'IRON SPINDLE S OF GOUDY LEDGE.  ACCORDING TO THE PORTLAND
 OB0566'OFFICE OF THE LIGHTHOUSE SERVICE THIS WAS ESTABLISHED IN 1892
 OB0566'AND HAS NOT BEEN CHANGED SINCE THAT DATE.
 OB0566'
 OB0566'THIS POINT WAS ALSO DETERMINED IN 1933.
 OB0566
 OB0566                          STATION RECOVERY (1942)
 OB0566
 OB0566'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OB0566'RECOVERED AS DESCRIBED IN 1933.  THE TAPERED IRON SPINDLE
 OB0566'SUPPORTING THE SPHERICAL BASKET IS ABOUT 25 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1150 ***********************************************************************
 PF1150  DESIGNATION -  GOULD
 PF1150  PID         -  PF1150
 PF1150  STATE/COUNTY-  ME/OXFORD
 PF1150  USGS QUAD   -  FRYEBURG (1989)
 PF1150
 PF1150                         *CURRENT SURVEY CONTROL
 PF1150  ___________________________________________________________________
 PF1150* NAD 83(1996)-  44 07 26.78423(N)    070 57 12.03263(W)     ADJUSTED  
 PF1150* NAVD 88     -       116.6    (meters)     383.     (feet)  VERTCON   
 PF1150  ___________________________________________________________________
 PF1150  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 PF1150  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 PF1150
 PF1150  HORZ ORDER  -  SECOND
 PF1150
 PF1150.The horizontal coordinates were established by classical geodetic methods
 PF1150.and adjusted by the National Geodetic Survey in March 1998..
 PF1150
 PF1150.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF1150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF1150
 PF1150.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1150
 PF1150.The geoid height was determined by GEOID03.
 PF1150
 PF1150;                    North         East     Units Scale Factor Converg.
 PF1150;SPC ME W     -   143,703.760   837,037.441   MT  1.00001540   -0 32 51.8
 PF1150;UTM  19      - 4,887,512.334   343,718.351   MT  0.99990039   -1 21 36.8
 PF1150
 PF1150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1150!SPC ME W     -   0.99998600  x   1.00001540  =   1.00000140
 PF1150!UTM  19      -   0.99998600  x   0.99990039  =   0.99988639
 PF1150
 PF1150|---------------------------------------------------------------------|
 PF1150| PID    Reference Object                     Distance      Geod. Az  |
 PF1150|                                                           dddmmss.s |
 PF1150| PF1149 GOULD RM 1                           19.708 METERS 15825     |
 PF1150| PF1151 GOULD AZ MK                         APPROX. 0.5 KM 2562712.4 |
 PF1150| CE7960 GOULD RM 2                           22.345 METERS 28241     |
 PF1150|---------------------------------------------------------------------|
 PF1150
 PF1150                          SUPERSEDED SURVEY CONTROL
 PF1150
 PF1150  NAD 83(1992)-  44 07 26.78478(N)    070 57 12.03459(W) AD(       ) 2
 PF1150  NAD 83(1986)-  44 07 26.79289(N)    070 57 12.03819(W) AD(       ) 2
 PF1150  NAD 27      -  44 07 26.54657(N)    070 57 13.79286(W) AD(       ) 2
 PF1150  NGVD 29 (07/19/86)  116.7    (m)          383.     (f) VERT ANG       
 PF1150
 PF1150.Superseded values are not recommended for survey control.
 PF1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1150.See file dsdata.txt to determine how the superseded data were derived.
 PF1150
 PF1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ4371887512(NAD 83)
 PF1150_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PF1150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PF1150_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PF1150
 PF1150  HISTORY     - Date     Condition        Report By
 PF1150  HISTORY     - 1976     MONUMENTED       NGS
 PF1150  HISTORY     - 20050715 MARK NOT FOUND   GEOCAC
 PF1150
 PF1150                          STATION DESCRIPTION
 PF1150
 PF1150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 PF1150'THE STATION IS LOCATED ABOUT 8 MILES NORTH-NORTHEAST OF
 PF1150'FRYEBURG, 3 MILES WEST OF LOVELL AND 13.5 MILES WEST-NORTHWEST
 PF1150'OF BRIDGTON IN THE RIGHT OF WAY OF THE HIGHWAY.
 PF1150'
 PF1150'TO REACH THE STATION FROM THE POST OFFICE IN NORTH FRYEBURG,
 PF1150'GO EAST ON A PAVED ROAD FOR 0.85 MILE TO THE AZIMUTH MARK ON
 PF1150'THE LEFT. CONTINUE EAST ON PAVED ROAD FOR 0.30 MILE TO THE
 PF1150'STATION MARK IN A TRIANGLE FORMED BY THE JUNCTION OF 2 ROADS.
 PF1150'
 PF1150'THE STATION MARKS ARE STANDARD DISKS STAMPED---GOULD 1976---.
 PF1150'THE SURFACE DISK IS SET
 PF1150'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST WHICH IS
 PF1150'ABOUT 3 INCHES BELOW THE GROUND SURFACE. IT IS 19.5 FEET SOUTH
 PF1150'OF THE CENTERLINE OF PAVED ROAD, 85.0 FEET WEST OF A 60-INCH
 PF1150'MAPLE TREE AND 7.0 FEET NORTH OF A METAL POST WITH A SIGN,
 PF1150'(RIVER ROAD).  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 PF1150'IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW THE GROUND.
 PF1150'
 PF1150'REFERENCE MARK 1, STAMPED---GOULD NO 1 1976---, IS A STANDARD
 PF1150'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST
 PF1150'WHICH IS FLUSH WITH THE GROUND SURFACE. IT IS 41.5 FEET
 PF1150'NORTHWEST OF TELEPHONE POLE NUMBER 1-1/3, 66.0 FEET SOUTH-
 PF1150'SOUTHWEST OF A 60-INCH MAPLE TREE AND 58.5 FEET SOUTH OF A
 PF1150'METAL POST WITH A SIGN, (RIVER ROAD).
 PF1150'
 PF1150'REFERENCE MARK 2, STAMPED---GOULD NO 2 1976---, IS A STANDARD
 PF1150'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST
 PF1150'WHICH IS FLUSH WITH THE GROUND SURFACE. IT IS 19.0 FEET NORTH
 PF1150'OF THE CENTERLINE OF PAVED ROAD AND 2.0 FEET SOUTH OF A METAL
 PF1150'WITNESS POST.
 PF1150'
 PF1150'THE AZIMUTH MARK, STAMPED---GOULD 1976---, IS A STANDARD DISK
 PF1150'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST WHICH IS
 PF1150'FLUSH WITH THE GROUND SURFACE. IT IS 18.0 FEET NORTH OF THE
 PF1150'CENTERLINE OF THE PAVED ROAD, 161.0 FEET WEST OF POWER POLE
 PF1150'NUMBER 287 AND 2.0 FEET SOUTH OF A METAL WITNESS POST.
 PF1150'
 PF1150'THE HEIGHT OF LIGHT ABOVE THE STATION WAS 1.4 METERS.
 PF1150'
 PF1150'DESCRIBED BY JOHN R. HIGGINS.
 PF1150
 PF1150                          STATION RECOVERY (2005)
 PF1150
 PF1150'RECOVERY NOTE BY GEOCACHING 2005 (JKS)
 PF1150'NONE OF THE MARKS FOR THIS STATION WERE RECOVERED. SUBMITTED BY J.K.
 PF1150'SNYDER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1151 ***********************************************************************
 PF1151  DESIGNATION -  GOULD AZ MK
 PF1151  PID         -  PF1151
 PF1151  STATE/COUNTY-  ME/OXFORD
 PF1151  USGS QUAD   -  FRYEBURG (1989)
 PF1151
 PF1151                         *CURRENT SURVEY CONTROL
 PF1151  ___________________________________________________________________
 PF1151* NAD 83(1996)-  44 07 22.72796(N)    070 57 35.40013(W)     ADJUSTED  
 PF1151* NAVD 88     -       116.4    (meters)     382.     (feet)  VERTCON   
 PF1151  ___________________________________________________________________
 PF1151  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 PF1151  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 PF1151
 PF1151  HORZ ORDER  -  SECOND
 PF1151
 PF1151.The horizontal coordinates were established by classical geodetic methods
 PF1151.and adjusted by the National Geodetic Survey in March 1998..
 PF1151
 PF1151.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF1151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF1151
 PF1151.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1151
 PF1151.The geoid height was determined by GEOID03.
 PF1151
 PF1151;                    North         East     Units Scale Factor Converg.
 PF1151;SPC ME W     -   143,583.553   836,516.720   MT  1.00001621   -0 33 08.0
 PF1151;UTM  19      - 4,887,399.536   343,196.038   MT  0.99990240   -1 21 53.0
 PF1151
 PF1151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1151!SPC ME W     -   0.99998603  x   1.00001621  =   1.00000224
 PF1151!UTM  19      -   0.99998603  x   0.99990240  =   0.99988843
 PF1151
 PF1151:                Primary Azimuth Mark                     Grid Az
 PF1151:SPC ME W     -  GOULD                                    077 00 04.1
 PF1151:UTM  19      -  GOULD                                    077 48 49.1
 PF1151
 PF1151|---------------------------------------------------------------------|
 PF1151| PID    Reference Object                     Distance      Geod. Az  |
 PF1151|                                                           dddmmss.s |
 PF1151| PF1150 GOULD                               APPROX. 0.5 KM 0762656.1 |
 PF1151|---------------------------------------------------------------------|
 PF1151
 PF1151                          SUPERSEDED SURVEY CONTROL
 PF1151
 PF1151  NAD 83(1992)-  44 07 22.72852(N)    070 57 35.40210(W) AD(       ) 2
 PF1151  NAD 83(1986)-  44 07 22.73664(N)    070 57 35.40572(W) AD(       ) 2
 PF1151  NAD 27      -  44 07 22.49042(N)    070 57 37.15961(W) AD(       ) 2
 PF1151  NGVD 29 (07/19/86)  116.5    (m)          382.     (f) VERT ANG       
 PF1151
 PF1151.Superseded values are not recommended for survey control.
 PF1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1151.See file dsdata.txt to determine how the superseded data were derived.
 PF1151
 PF1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ4319687400(NAD 83)
 PF1151_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PF1151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PF1151_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PF1151
 PF1151  HISTORY     - Date     Condition        Report By
 PF1151  HISTORY     - 1976     MONUMENTED       NGS
 PF1151  HISTORY     - 20050715 MARK NOT FOUND   GEOCAC
 PF1151
 PF1151                          STATION DESCRIPTION
 PF1151
 PF1151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 PF1151'THIS STATION WAS ESTABLISHED BY AN EDM MEASUREMENT FROM
 PF1151'TRAVERSE STATION GOULD. SEE DESCRIPTION THEREOF.
 PF1151'
 PF1151'DESCRIBED BY JERRY E. ELLINGWOOD.
 PF1151'
 PF1151'THE HEIGHT OF LIGHT ABOVE THE STATION WAS 1.0 METER.
 PF1151
 PF1151                          STATION RECOVERY (2005)
 PF1151
 PF1151'RECOVERY NOTE BY GEOCACHING 2005 (JKS)
 PF1151'THIS MARK WAS NOT LOCATED. SUBMITTED BY J.K. SNYDER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1667 ***********************************************************************
 QF1667  DESIGNATION -  GOULD IBC
 QF1667  PID         -  QF1667
 QF1667  STATE/COUNTY-  ME/WASHINGTON
 QF1667  USGS QUAD   -  FOREST CITY (1988)
 QF1667
 QF1667                         *CURRENT SURVEY CONTROL
 QF1667  ___________________________________________________________________
 QF1667* NAD 83(1996)-  45 40 07.76791(N)    067 43 25.72523(W)     ADJUSTED  
 QF1667* NAVD 88     -       131.     (meters)     430.     (feet)  SCALED    
 QF1667  ___________________________________________________________________
 QF1667  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 QF1667  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 QF1667
 QF1667  HORZ ORDER  -  THIRD
 QF1667
 QF1667.The horizontal coordinates were established by classical geodetic methods
 QF1667.and adjusted by the National Geodetic Survey in March 1998..
 QF1667
 QF1667.The orthometric height was scaled from a topographic map.
 QF1667
 QF1667.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1667
 QF1667.The geoid height was determined by GEOID03.
 QF1667
 QF1667;                    North         East     Units Scale Factor Converg.
 QF1667;SPC ME E     -   222,761.140   360,477.654   MT  0.99994495   +0 33 18.8
 QF1667;UTM  19      - 5,058,044.649   599,405.857   MT  0.99972149   +0 54 46.6
 QF1667
 QF1667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1667!SPC ME E     -   0.99998322  x   0.99994495  =   0.99992817
 QF1667!UTM  19      -   0.99998322  x   0.99972149  =   0.99970472
 QF1667
 QF1667|---------------------------------------------------------------------|
 QF1667| PID    Reference Object                     Distance      Geod. Az  |
 QF1667|                                                           dddmmss.s |
 QF1667| QF1659 DRY IBC                             390.146 METERS 05031     |
 QF1667| QF1661 CITY IBC                            449.312 METERS 1614115.6 |
 QF1667| QF1676 STAG IBC                            APPROX. 0.6 KM 3472541.2 |
 QF1667|---------------------------------------------------------------------|
 QF1667
 QF1667                          SUPERSEDED SURVEY CONTROL
 QF1667
 QF1667  NAD 83(1992)-  45 40 07.76488(N)    067 43 25.72362(W) AD(       ) 3
 QF1667  NAD 83(1986)-  45 40 07.76904(N)    067 43 25.73959(W) AD(       ) 3
 QF1667  NAD 27      -  45 40 07.55000(N)    067 43 27.71000(W) AD(       ) 3
 QF1667
 QF1667.Superseded values are not recommended for survey control.
 QF1667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1667.See file dsdata.txt to determine how the superseded data were derived.
 QF1667
 QF1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9940658045(NAD 83)
 QF1667_MARKER: DD = SURVEY DISK
 QF1667_SETTING: 80 = SET IN A BOULDER
 QF1667_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF1667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1667+STABILITY: SURFACE MOTION
 QF1667
 QF1667  HISTORY     - Date     Condition        Report By
 QF1667  HISTORY     - 1912     MONUMENTED       IBC
 QF1667  HISTORY     - 1955     GOOD             IBC
 QF1667
 QF1667                          STATION DESCRIPTION
 QF1667
 QF1667'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (AJB)
 QF1667'ON THE W SHORE OF MUD LAKE, ABOUT 1/2 MILE N OF FOREST CITY, ON A
 QF1667'PROMINENT ROUNDED POINT OF THE SHORELINE.  THE POINT IS WOODED AND
 QF1667'JUST N OF A LARGE FIELD OF STUMPS.  THE STATION IS ON A ROCK 2 BY 1.4
 QF1667'METERS ON TOP AND 1.2 METERS HIGH AND IS IN EDGE OF WOODS ABOUT 8
 QF1667'METERS BACK FROM THE SHORELINE, 20 FEET INSIDE BUSH LINE.
 QF1667'
 QF1667'STATION MARK IS A COPPER DISK SET IN A DRILL HOLE IN THE ROCK.  A
 QF1667'CROSS WITHIN A TRIANGLE IS CUT ON A SMALL LOW ROCK 2.32 METERS
 QF1667'LAKEWARD FROM THE STATION.  A CROSS WITHIN A TRIANGLE IS CUT ON A
 QF1667'LOW ROCK 2.72 METERS DIRECTLY INLAND FROM THE STATION.  THE STATION
 QF1667'IS 0.21 METER S OF A LINE DRAWN BETWEEN THE TWO CROSSES.  ANOTHER
 QF1667'CROSS WITHIN A TRIANGLE IS CUT ON A ROCK 1 METER HIGH, 21.79 METERS
 QF1667'N OF THE STATION.
 QF1667
 QF1667                          STATION RECOVERY (1955)
 QF1667
 QF1667'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1667'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1767 ***********************************************************************
 PE1767  DESIGNATION -  GOULDSBORO CHURCH SPIRE
 PE1767  PID         -  PE1767
 PE1767  STATE/COUNTY-  ME/HANCOCK
 PE1767  USGS QUAD   -  WINTER HARBOR (1985)
 PE1767
 PE1767                         *CURRENT SURVEY CONTROL
 PE1767  ___________________________________________________________________
 PE1767* NAD 83(1996)-  44 28 45.70197(N)    068 02 32.30183(W)     ADJUSTED  
 PE1767* NAVD 88     -                                                        
 PE1767  ___________________________________________________________________
 PE1767  LAPLACE CORR-           3.30  (seconds)                    DEFLEC99
 PE1767  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 PE1767
 PE1767  HORZ ORDER  -  THIRD
 PE1767
 PE1767.The horizontal coordinates were established by classical geodetic methods
 PE1767.and adjusted by the National Geodetic Survey in March 1998..
 PE1767
 PE1767
 PE1767.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1767
 PE1767.The geoid height was determined by GEOID03.
 PE1767
 PE1767;                    North         East     Units Scale Factor Converg.
 PE1767;SPC ME E     -    90,394.384   336,409.403   MT  0.99991630   +0 19 14.5
 PE1767;UTM  19      - 4,925,562.724   576,161.436   MT  0.99967133   +0 40 15.8
 PE1767
 PE1767                          SUPERSEDED SURVEY CONTROL
 PE1767
 PE1767  NAD 83(1992)-  44 28 45.70078(N)    068 02 32.30578(W) AD(       ) 4
 PE1767  NAD 83(1986)-  44 28 45.69910(N)    068 02 32.30966(W) AD(       ) 4
 PE1767  NAD 27      -  44 28 45.39897(N)    068 02 34.29910(W) AD(       ) 3
 PE1767
 PE1767.Superseded values are not recommended for survey control.
 PE1767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1767.See file dsdata.txt to determine how the superseded data were derived.
 PE1767
 PE1767_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK7616125563(NAD 83)
 PE1767_MARKER: 90 = CHURCH SPIRE
 PE1767
 PE1767  HISTORY     - Date     Condition        Report By
 PE1767  HISTORY     - 1965     FIRST OBSERVED   CGS
 PE1767
 PE1767                          STATION DESCRIPTION
 PE1767
 PE1767'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0839 ***********************************************************************
 PD0839  DESIGNATION -  GOVE RESET
 PD0839  PID         -  PD0839
 PD0839  STATE/COUNTY-  ME/WASHINGTON
 PD0839  USGS QUAD   -  EASTPORT (1977)
 PD0839
 PD0839                         *CURRENT SURVEY CONTROL
 PD0839  ___________________________________________________________________
 PD0839* NAD 83(1996)-  44 54 06.35585(N)    067 03 27.89137(W)     ADJUSTED  
 PD0839* NAVD 88     -        47.4    (meters)     156.     (feet)  VERTCON   
 PD0839  ___________________________________________________________________
 PD0839  LAPLACE CORR-           3.50  (seconds)                    DEFLEC99
 PD0839  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 PD0839
 PD0839  HORZ ORDER  -  THIRD
 PD0839
 PD0839.The horizontal coordinates were established by classical geodetic methods
 PD0839.and adjusted by the National Geodetic Survey in March 1998..
 PD0839
 PD0839.The NAVD 88 height was computed by applying the VERTCON shift value to
 PD0839.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PD0839
 PD0839.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0839
 PD0839.The geoid height was determined by GEOID03.
 PD0839
 PD0839;                    North         East     Units Scale Factor Converg.
 PD0839;SPC ME E     -   138,239.774   413,899.853   MT  1.00005948   +1 01 05.5
 PD0839;UTM  19      - 4,973,872.877   653,340.692   MT  0.99988914   +1 22 16.6
 PD0839
 PD0839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0839!SPC ME E     -   0.99999610  x   1.00005948  =   1.00005558
 PD0839!UTM  19      -   0.99999610  x   0.99988914  =   0.99988524
 PD0839
 PD0839:                Primary Azimuth Mark                     Grid Az
 PD0839:SPC ME E     -  REDOUBT HILL TANK                        059 14 23.8
 PD0839:UTM  19      -  REDOUBT HILL TANK                        058 53 12.7
 PD0839
 PD0839|---------------------------------------------------------------------|
 PD0839| PID    Reference Object                     Distance      Geod. Az  |
 PD0839|                                                           dddmmss.s |
 PD0839| PD0856 REDOUBT HILL TANK                   APPROX. 4.1 KM 0601529.3 |
 PD0839| PD0879 PRINCE REGENTS REDOUBT 2            APPROX. 4.2 KM 0614737.8 |
 PD0839| PD0768 EASTPORT CONG CH SPIRE              APPROX. 5.6 KM 0870015.9 |
 PD0839| CE7961 GOVE RM 1                            12.387 METERS 13338     |
 PD0839| CE7962 GOVE RM 2                             4.166 METERS 24612     |
 PD0839|---------------------------------------------------------------------|
 PD0839
 PD0839                          SUPERSEDED SURVEY CONTROL
 PD0839
 PD0839  NAD 83(1992)-  44 54 06.34561(N)    067 03 27.89252(W) AD(       ) 3
 PD0839  NAD 83(1986)-  44 54 06.34411(N)    067 03 27.89307(W) AD(       ) 3
 PD0839  NAD 27      -  44 54 06.05800(N)    067 03 29.96400(W) AD(       ) 3
 PD0839  NGVD 29 (07/19/86)   47.6    (m)          156.     (f) VERT ANG       
 PD0839
 PD0839.Superseded values are not recommended for survey control.
 PD0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0839.See file dsdata.txt to determine how the superseded data were derived.
 PD0839
 PD0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5334173873(NAD 83)
 PD0839_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PD0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PD0839_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PD0839_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0839+STABILITY: SURFACE MOTION
 PD0839
 PD0839  HISTORY     - Date     Condition        Report By
 PD0839  HISTORY     - 1946     MONUMENTED       CGS
 PD0839  HISTORY     - 1946     GOOD             CGS
 PD0839  HISTORY     - 1960     GOOD             CGS
 PD0839  HISTORY     - 1972     GOOD             LOCENG
 PD0839  HISTORY     - 1985     GOOD             NOS
 PD0839
 PD0839                          STATION DESCRIPTION
 PD0839
 PD0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (NWS)
 PD0839'STATION IS ON THE SUMMIT OF THE HIGHEST LEDGE ON TOP OF A HILL
 PD0839'ABOUT 3/8 MILE FROM THE N END OF SEWARD NECK, COBSCOOK BAY.  ABOUT
 PD0839'3 MILES DIRECTLY W OF EASTPORT, MAINE, ON A FARM BELONGING TO
 PD0839'C.S. PIKE.  THE STATION IS ABOUT 500 FEET W OF THE CELLAR OF THE
 PD0839'OLD GOVE HOUSE, WHICH IS ABOUT 100 FEET S OF A LARGE GROVE OF
 PD0839'SPRUCE AND BEECH TREES.  THE OLD NECK ROAD IS ABOUT 400 FEET E
 PD0839'OF THE STATION, BUT AT THIS POINT IS ENCLOSED IN THE PASTURE,
 PD0839'THE NEW ROAD LEADING TO BEACH BEING FARTHER N.  A HEAVY GROWTH
 PD0839'OF TREES CUTS THE VIEW TO THE N.  OTHERWISE HILL IS BARE.
 PD0839'
 PD0839'STATION MARK IS A 3-INCH U.S.C. AND G.S. BRONZE STATION DISK
 PD0839'SET IN A CEMENT BLOCK 5 INCHES SQUARE AND 1-1/2 INCHES HIGH ON
 PD0839'THE HIGHEST LEDGE WHICH EXTENDS N AND S ACROSS THE CROWN OF THE
 PD0839'HILL.  ONE REFERENCE IS A DRILL HOLE, FROM WHICH MARKER HAS
 PD0839'BEEN REMOVED, IN A STOVEPIPE FILLED WITH CONCRETE SET 19.17
 PD0839'METERS SOUTHWARD, AND PROJECTING ABOUT 6 INCHES ABOVE GROUND, IN
 PD0839'AN OPEN FIELD.  A DRILL HOLE IS IN A TRIANGULAR PROJECTING ABOUT
 PD0839'6 INCHES ABOVE GROUND, IN AN OPEN FIELD.  A DRILL HOLE IS IN A
 PD0839'TRIANGULAR PROJECTING LEDGE 12 BY 12 BY 18 INCHES BY 10
 PD0839'INCHES HIGH, 13.62 FEET W OF THE STATION.  A 2-FOOT CAIRN IS
 PD0839'BUILT OVER THE STATION.
 PD0839
 PD0839                          STATION RECOVERY (1960)
 PD0839
 PD0839'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HRL)
 PD0839'STATION AND DRILLHOLE REFERENCE MARK WERE RECOVERED AS DESCRIBED
 PD0839'AND FOUND IN GOOD CONDITION.  REFERENCE MARKS NO. 1 AND 2 WERE
 PD0839'ESTABLISHED.  A NEW DESCRIPTION FOLLOWS--
 PD0839'
 PD0839'STATION IS LOCATED ON A BARE HILL ABOUT 0.5 MILE SOUTH OF THE
 PD0839'NORTH END OF SEWARD NECK AND ABOUT 3 MILES WEST OF EASTPORT AND
 PD0839'ON LAND OWNED BY MRS. ILEY WALSTON.  STATION, A STANDARD DISK SET
 PD0839'IN A 5X5 INCH CONCRETE MONUMENT AND STAMPED GOVE 1886 IS ABOUT
 PD0839'MIDWAY BETWEEN THE EXTREMITIES OF A NARROW VEIN OF EXPOSED ROCK
 PD0839'THAT RUNS FOR ABOUT 100 FEET IN A NORTHWEST-SOUTHEAST DIRECTION
 PD0839'ACROSS THE HIGHEST PART OF THE HILL.  THE MARK PROJECTS 3
 PD0839'INCHES.
 PD0839'
 PD0839'TO REACH FROM THE INTERSECTION OF GOVERNMENT STREET AND MAIN
 PD0839'STREET IN LUBEC, GO SOUTHWEST ON STATE HIGHWAY NO. 189 FOR 1.7
 PD0839'MILES TO CROSSROADS JUST AFTER PASSING GROCERY STORE ON
 PD0839'RIGHT.  TURN RIGHT AND GO NORTHWEST ON PAVED ROAD FOR 5.4 MILES TO
 PD0839'END OF PAVEMENT AND FARM HOUSE ON LEFT.  CONTINUE STRAIGHT AHEAD
 PD0839'ON TRACK ROAD FOR 0.05 MILE TO A GATE AND END OF TRUCK TRAVEL.
 PD0839'PASS THROUGH GATE AND GO ALONG TRACK ROAD FOR 0.05 MILE.  BEAR
 PD0839'LEFT OFF ROAD AND PACK FOR ABOUT 0.1 MILE TO TOP OF HILL AND
 PD0839'STATION AS DESCRIBED.
 PD0839'
 PD0839'REFERENCE MARK NO. 1 IS SET IN THE TOP OF A LARGE JAGGED ROCK
 PD0839'AT THE SOUTHEAST END OF THE EXPOSED VEIN OF ROCK.  THE LARGE ROCK
 PD0839'PROJECTS 2 TO 4 FEET ABOVE THE SURROUNDING GROUND BUT THE TOP IS
 PD0839'ABOUT THE SAME ELEVATION AS THE STATION.  THE MARK IS A STANDARD
 PD0839'REFERENCE DISK STAMPED GOVE NO 1 1886.
 PD0839'
 PD0839'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE DRILLHOLE
 PD0839'WEST OF STATION.  IT IS SET IN AN EXPOSED ROCK THAT IS NEARLY
 PD0839'FLUSH WITH THE GROUND AND IS ABOUT 1 FOOT SQUARE IN AREA.  THE
 PD0839'DISK IS STAMPED GOVE NO 2 1886.
 PD0839'HIGHT OF STAND ABOVE STATION MARK 1.32 METERS.
 PD0839
 PD0839                          STATION RECOVERY (1972)
 PD0839
 PD0839'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972
 PD0839'RECOVERED AS DESCRIBED.  MARKER STILL INTACT AND WEIGHTED WITH
 PD0839'FIELDSTONE.
 PD0839
 PD0839                          STATION RECOVERY (1985)
 PD0839
 PD0839'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1985 (WVH)
 PD0839'THE STATION WAS RECOVERED AT THIS DATE.
 PD0839'RM 1 AND RM 2 ALSO RECOVERED AS DESCRIBED.
 PD0839'
 PD0839'DESCRIBED BY G.E.L.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0630 ***********************************************************************
 PD0630  DESIGNATION -  GRA
 PD0630  PID         -  PD0630
 PD0630  STATE/COUNTY-  ME/WASHINGTON
 PD0630  USGS QUAD   -  PEMBROKE (1977)
 PD0630
 PD0630                         *CURRENT SURVEY CONTROL
 PD0630  ___________________________________________________________________
 PD0630* NAD 83(1996)-  44 54 18.20657(N)    067 10 20.66268(W)     ADJUSTED  
 PD0630* NAVD 88     -         4.5    (meters)      15.     (feet)  VERTCON   
 PD0630  ___________________________________________________________________
 PD0630  LAPLACE CORR-           5.38  (seconds)                    DEFLEC99
 PD0630  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 PD0630
 PD0630  HORZ ORDER  -  THIRD
 PD0630
 PD0630.The horizontal coordinates were established by classical geodetic methods
 PD0630.and adjusted by the National Geodetic Survey in March 1998..
 PD0630
 PD0630.The NAVD 88 height was computed by applying the VERTCON shift value to
 PD0630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PD0630
 PD0630.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0630
 PD0630.The geoid height was determined by GEOID03.
 PD0630
 PD0630;                    North         East     Units Scale Factor Converg.
 PD0630;SPC ME E     -   138,451.031   404,838.851   MT  1.00003511   +0 56 14.2
 PD0630;UTM  19      - 4,974,028.262   644,280.144   MT  0.99985598   +1 17 25.4
 PD0630
 PD0630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0630!SPC ME E     -   1.00000287  x   1.00003511  =   1.00003798
 PD0630!UTM  19      -   1.00000287  x   0.99985598  =   0.99985885
 PD0630
 PD0630                          SUPERSEDED SURVEY CONTROL
 PD0630
 PD0630  NAD 83(1992)-  44 54 18.19698(N)    067 10 20.66256(W) AD(       ) 3
 PD0630  NAD 83(1986)-  44 54 18.19569(N)    067 10 20.66430(W) AD(       ) 3
 PD0630  NGVD 29 (09/20/87)    4.7    (m)           15.     (f) VERT ANG       
 PD0630
 PD0630.Superseded values are not recommended for survey control.
 PD0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0630.See file dsdata.txt to determine how the superseded data were derived.
 PD0630
 PD0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK4428074028(NAD 83)
 PD0630_MARKER: DD = SURVEY DISK
 PD0630_SETTING: 66 = SET IN ROCK OUTCROP
 PD0630_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 PD0630_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0630_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0630+STABILITY: POSITION/ELEVATION WELL
 PD0630
 PD0630  HISTORY     - Date     Condition        Report By
 PD0630  HISTORY     - 1986     MONUMENTED       NOS
 PD0630
 PD0630                          STATION DESCRIPTION
 PD0630
 PD0630'DESCRIBED BY NATIONAL OCEAN SERVICE 1986 (JGF)
 PD0630'THE STATION IS LOCATED ON A SMALL BARE ISLET ABOUT 100 METERS
 PD0630'SOUTHEAST OF BURNT ISLAND, AND ABOUT 2 MILES EAST OF DENNYSVILLE.
 PD0630'
 PD0630'TO REACH STATION, GO BY BOAT FROM EASTPORT.
 PD0630'
 PD0630'THE STATION IS A STANDARD NOS DISK STAMPED---GRA 1986---,SET INTO A
 PD0630'DRILL HOLE IN BEDROCK.
 PD0630'IT IS LOCATED,
 PD0630'ON THE NORTH PART OF THE ISLET
 PD0630'7.0 METERS (22.97FT) SOUTH OF MHWL
 PD0630'10.0 METERS (32.81FT) EAST OF MHWL
 PD0630'4.0 METERS (13.12FT) WEST OF MHWL.
 PD0630'
 PD0630'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 PD0630'DESCRIBED BY PBW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0112 ***********************************************************************
 QH0112  DESIGNATION -  GRAFFTE
 QH0112  PID         -  QH0112
 QH0112  STATE/COUNTY-  ME/SOMERSET
 QH0112  USGS QUAD   -  JACKMAN (1989)
 QH0112
 QH0112                         *CURRENT SURVEY CONTROL
 QH0112  ___________________________________________________________________
 QH0112* NAD 83(1996)-  45 40 59.99639(N)    070 16 48.55618(W)     ADJUSTED  
 QH0112* NAVD 88     -       451.     (meters)    1480.     (feet)  SCALED    
 QH0112  ___________________________________________________________________
 QH0112  LAPLACE CORR-           4.52  (seconds)                    DEFLEC99
 QH0112  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 QH0112
 QH0112  HORZ ORDER  -  SECOND
 QH0112
 QH0112.The horizontal coordinates were established by classical geodetic methods
 QH0112.and adjusted by the National Geodetic Survey in March 1998..
 QH0112
 QH0112.The orthometric height was scaled from a topographic map.
 QH0112
 QH0112.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0112
 QH0112.The geoid height was determined by GEOID03.
 QH0112
 QH0112;                    North         East     Units Scale Factor Converg.
 QH0112;SPC ME W     -   316,679.887   891,159.138   MT  0.99996763   -0 04 52.3
 QH0112;UTM  19      - 5,059,661.408   400,310.907   MT  0.99972218   -0 54 57.6
 QH0112
 QH0112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0112!SPC ME W     -   0.99993332  x   0.99996763  =   0.99990096
 QH0112!UTM  19      -   0.99993332  x   0.99972218  =   0.99965552
 QH0112
 QH0112:                Primary Azimuth Mark                     Grid Az
 QH0112:SPC ME W     -  SALLY MT LOOKOUT TOWER                   190 10 04.6
 QH0112:UTM  19      -  SALLY MT LOOKOUT TOWER                   191 00 09.9
 QH0112
 QH0112|---------------------------------------------------------------------|
 QH0112| PID    Reference Object                     Distance      Geod. Az  |
 QH0112|                                                           dddmmss.s |
 QH0112| QH0114 SALLY MT LOOKOUT TOWER              APPROX.10.4 KM 1900512.3 |
 QH0112| DA5064 GRAFFTE RM 1                         58.130 METERS 27147     |
 QH0112|---------------------------------------------------------------------|
 QH0112
 QH0112                          SUPERSEDED SURVEY CONTROL
 QH0112
 QH0112  NAD 83(1992)-  45 40 59.99545(N)    070 16 48.55015(W) AD(       ) 2
 QH0112  NAD 83(1986)-  45 40 59.99708(N)    070 16 48.56294(W) AD(       ) 2
 QH0112  NAD 27      -  45 40 59.82900(N)    070 16 50.32200(W) AD(       ) 2
 QH0112
 QH0112.Superseded values are not recommended for survey control.
 QH0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0112.See file dsdata.txt to determine how the superseded data were derived.
 QH0112
 QH0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL0031159661(NAD 83)
 QH0112_MARKER: DS = TRIANGULATION STATION DISK
 QH0112_SETTING: 80 = SET IN A BOULDER
 QH0112_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QH0112
 QH0112  HISTORY     - Date     Condition        Report By
 QH0112  HISTORY     - 1929     MONUMENTED       CGS
 QH0112  HISTORY     - 1930     GOOD             CGS
 QH0112  HISTORY     - 1944     GOOD             CGS
 QH0112
 QH0112                          STATION DESCRIPTION
 QH0112
 QH0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (CAS)
 QH0112'STATION IS LOCATED 4-1/2 MILES NW OF JACKMAN RAILROAD STATION,
 QH0112'IN THE SE CORNER OF A CULTIVATED FIELD ON THE FARM OF AMOS
 QH0112'GRAFFTE.
 QH0112'
 QH0112'STATION IS MARKED BY A STANDARD MARK SET IN A DRILL HOLE IN
 QH0112'ROCK OUTCROP, STAMPED GRAFFTE 1928.  IT IS ABOUT 20 FEET N OF A
 QH0112'POLE FENCE AND 125 FEET W OF ANOTHER POLE FENCE.  THESE FENCES
 QH0112'DIVIDE MR. GRAFFTES PASTURE FROM HIS FIELD.  THE STATION IS
 QH0112'ABOUT 15 FEET LOWER THAN THE HEIGHT OF LAND IN THE PASTURE
 QH0112'ABOUT 100 YARDS SE OF THE STATION.  STATION IS REFERENCED WITH
 QH0112'ONE STANDARD MARK, STAMPED GRAFFTE NO. 1 1928, CEMENTED IN A
 QH0112'DRILL HOLE IN A LARGE BOULDER WHICH IS W OF AND ABOUT 8 FEET
 QH0112'BELOW THE STATION.
 QH0112'
 QH0112'TO REACH THE STATION FROM JACKMAN STATION, GO N ON THE ROAD TO
 QH0112'QUEBEC, 4-1/2 MILES TO THE RANCH HOUSE OF AMOS GRAFFTE, ON THE
 QH0112'E SIDE OF THE ROAD.  MR GRAFFTE LIVES IN A WHITE HOUSE AND HAS
 QH0112'A GREEN-GABLED BARN.  HIS HOUSE IS ABOUT 300 YARDS N OF STETSON
 QH0112'SCHOOLHOUSE, WHICH STANDS ON THE W SIDE OF THE ROAD.  THE
 QH0112'STATION IS ABOUT 400 YARDS E OF HIS HOUSE.
 QH0112'
 QH0112'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.20 METERS.
 QH0112
 QH0112                          STATION RECOVERY (1930)
 QH0112
 QH0112'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (RLP)
 QH0112'STATION RECOVERED AS DESCRIBED.  STATION AND REFERENCE MARKS
 QH0112'IN GOOD CONDITION.
 QH0112
 QH0112                          STATION RECOVERY (1944)
 QH0112
 QH0112'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (JBC)
 QH0112'THE BRONZE DISK MARKING THE STATION IS IN A BOULDER ALMOST ENTIRELY
 QH0112'COVERED WITH SOIL, BUT IS NOT BED ROCK AS IMPLIED BY THE
 QH0112'TRIANGULATION STATION DESCRIPTION.
 QH0112'
 QH0112'REFERENCE MARK NO. 1 IS IN THE TOP OF A LARGE BOULDER WHICH IS
 QH0112'ALMOST ENTIRELY OUT OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0194 ***********************************************************************
 SF0194  DESIGNATION -  GRAND ISLE CH SP IBC 1951
 SF0194  PID         -  SF0194
 SF0194  STATE/COUNTY-  ME/AROOSTOOK
 SF0194  USGS QUAD   -  GRAND ISLE (1986)
 SF0194
 SF0194                         *CURRENT SURVEY CONTROL
 SF0194  ___________________________________________________________________
 SF0194* NAD 83(1996)-  47 18 28.83488(N)    068 09 19.65364(W)     ADJUSTED  
 SF0194* NAVD 88     -                                                        
 SF0194  ___________________________________________________________________
 SF0194  LAPLACE CORR-           4.99  (seconds)                    DEFLEC99
 SF0194  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 SF0194
 SF0194  HORZ ORDER  -  THIRD
 SF0194
 SF0194.The horizontal coordinates were established by classical geodetic methods
 SF0194.and adjusted by the National Geodetic Survey in March 1998..
 SF0194
 SF0194
 SF0194.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0194
 SF0194.The geoid height was determined by GEOID03.
 SF0194
 SF0194;                    North         East     Units Scale Factor Converg.
 SF0194;SPC ME E     -   404,720.691   326,050.793   MT  0.99990834   +0 15 11.7
 SF0194;UTM  19      - 5,239,738.851   563,836.590   MT  0.99965008   +0 37 14.8
 SF0194
 SF0194                          SUPERSEDED SURVEY CONTROL
 SF0194
 SF0194  NAD 83(1992)-  47 18 28.83063(N)    068 09 19.65106(W) AD(       ) 4
 SF0194  NAD 83(1986)-  47 18 28.83389(N)    068 09 19.64296(W) AD(       ) 4
 SF0194  NAD 27      -  47 18 28.68678(N)    068 09 21.51180(W) AD(       ) 3
 SF0194
 SF0194.Superseded values are not recommended for survey control.
 SF0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0194.See file dsdata.txt to determine how the superseded data were derived.
 SF0194
 SF0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN6383739739(NAD 83)
 SF0194
 SF0194  HISTORY     - Date     Condition        Report By
 SF0194  HISTORY     - 1951     MONUMENTED       IBC
 SF0194  HISTORY     - 1962     SEE DESCRIPTION  CGS
 SF0194  HISTORY     - 1975     SEE DESCRIPTION  NGS
 SF0194
 SF0194                          STATION DESCRIPTION
 SF0194
 SF0194'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1951 (NWS)
 SF0194'THE SPIRE ON THE CATHOLIC CHURCH IN GRAND ISLE, MAINE.
 SF0194
 SF0194                          STATION RECOVERY (1962)
 SF0194
 SF0194'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (NWS)
 SF0194'INSPECTED.
 SF0194
 SF0194                          STATION RECOVERY (1975)
 SF0194
 SF0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CRM)
 SF0194'SITE ONLY VISITED.  NO CHECK WAS MADE ON ITS POSITION.  THE
 SF0194'CHURCH AND SPIRE WERE BUILT IN 1931, AND THE SPIRE HAS NOT
 SF0194'BEEN CHANGED SINCE THEN.
 SF0194'
 SF0194'THIS STATION IS LOCATED IN THE NORTHWEST 1/2 OF THE SMALL
 SF0194'VILLAGE OF GRAND ISLE, GRAND ISLE TOWNSHIP AND ABOUT 100 FEET
 SF0194'SOUTHWEST OF U.S. ROUTE NO. 1, WHICH DIVIDES THE VILLAGE
 SF0194'IN HALF.
 SF0194'
 SF0194'THE SPIRE AND BELL ROOM ARE MADE OF WOOD AND COVERED WITH RED
 SF0194'SIDING.  IT IS ATOP AND CENTER OF A RED BRICK TOWER WHICH IS
 SF0194'ATTACHED TO THE EASTERNMOST CORNER OF THE RED BRICK ST. GERARD
 SF0194'CATHOLIC CHURCH.  THE SPIRE IS APPROXIMATELY 80 FEET TALL, AND
 SF0194'THERE IS A FAIRLY LARGE ORNAMENTAL IRON CROSS ATOP AND CENTER
 SF0194'OF THE SPIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0251 ***********************************************************************
 SF0251  DESIGNATION -  GRAND ISLE GSC
 SF0251  PID         -  SF0251
 SF0251  STATE/COUNTY-  ME/AROOSTOOK
 SF0251  USGS QUAD   -  VIOLETTE STREAM (1986)
 SF0251
 SF0251                         *CURRENT SURVEY CONTROL
 SF0251  ___________________________________________________________________
 SF0251* NAD 83(1996)-  47 12 50.23246(N)    068 07 22.18558(W)     ADJUSTED  
 SF0251* NAVD 88     -       208.6    (meters)     684.     (feet)  VERTCON   
 SF0251  ___________________________________________________________________
 SF0251  LAPLACE CORR-           5.27  (seconds)                    DEFLEC99
 SF0251  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 SF0251
 SF0251  HORZ ORDER  -  SECOND
 SF0251
 SF0251.The horizontal coordinates were established by classical geodetic methods
 SF0251.and adjusted by the National Geodetic Survey in March 1998..
 SF0251
 SF0251.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0251.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0251
 SF0251.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0251
 SF0251.The geoid height was determined by GEOID03.
 SF0251
 SF0251;                    North         East     Units Scale Factor Converg.
 SF0251;SPC ME E     -   394,276.386   328,568.505   MT  0.99991003   +0 16 36.5
 SF0251;UTM  19      - 5,229,313.579   566,420.530   MT  0.99965422   +0 38 37.6
 SF0251
 SF0251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0251!SPC ME E     -   0.99997098  x   0.99991003  =   0.99988101
 SF0251!UTM  19      -   0.99997098  x   0.99965422  =   0.99962521
 SF0251
 SF0251:                Primary Azimuth Mark                     Grid Az
 SF0251:SPC ME E     -  MADAWASKA                                306 02 22.3
 SF0251:UTM  19      -  MADAWASKA                                305 40 21.2
 SF0251
 SF0251|---------------------------------------------------------------------|
 SF0251| PID    Reference Object                     Distance      Geod. Az  |
 SF0251|                                                           dddmmss.s |
 SF0251| SF0260 MADAWASKA                           APPROX.15.7 KM 3061858.8 |
 SF0251|---------------------------------------------------------------------|
 SF0251
 SF0251                          SUPERSEDED SURVEY CONTROL
 SF0251
 SF0251  NAD 83(1992)-  47 12 50.22813(N)    068 07 22.18139(W) AD(       ) 2
 SF0251  NAD 83(1986)-  47 12 50.23099(N)    068 07 22.17484(W) AD(       ) 2
 SF0251  NAD 27      -  47 12 50.07400(N)    068 07 24.05200(W) AD(       ) 2
 SF0251  NGVD 29 (07/19/86)  208.8    (m)          685.     (f) VERT ANG       
 SF0251
 SF0251.Superseded values are not recommended for survey control.
 SF0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0251.See file dsdata.txt to determine how the superseded data were derived.
 SF0251
 SF0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN6642129314(NAD 83)
 SF0251_MARKER: B = BOLT
 SF0251_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 SF0251_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 SF0251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0251
 SF0251  HISTORY     - Date     Condition        Report By
 SF0251  HISTORY     - 1916     MONUMENTED       GSC
 SF0251  HISTORY     - 1950     MARK NOT FOUND   IBC
 SF0251
 SF0251                          STATION DESCRIPTION
 SF0251
 SF0251'DESCRIBED BY GEODETIC SURVEY OF CANADA 1916 (JLR)
 SF0251'IN GRAND ISLE TOWNSHIP, ON A LARGE FLAT HILL COVERED IN 1915 WITH A
 SF0251'HEAVY GROWTH OF LARGE MAPLE, BIRCH, AND BEECH, ABOUT 3-1/2 MILES WEST
 SF0251'OF THE EASTERN BOUNDARY OF THE TOWNSHIP AND 2 MILES NORTH OF THE
 SF0251'SOUTHERN BOUNDARY.
 SF0251'
 SF0251'STATION MARK--STANDARD COPPER BOLT OF THE GEODETIC SURVEY OF CANADA
 SF0251'SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 1-1/2 FEET IN DIAMETER AND
 SF0251'1-1/2 FEET HIGH, RESTING ON BEDROCK.  A PYRAMID OF BOULDERS, RISING
 SF0251'ABOUT 2 FEET ABOVE GROUND, WAS ERECTED OVER THE MARK.
 SF0251
 SF0251                          STATION RECOVERY (1950)
 SF0251
 SF0251'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1950 (NWS)
 SF0251'STATION SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0676 ***********************************************************************
 PD0676  DESIGNATION -  GRAND MANAN SW HEAD LH
 PD0676  PID         -  PD0676
 PD0676  STATE/COUNTY-  ME/WASHINGTON
 PD0676  USGS QUAD   -  
 PD0676
 PD0676                         *CURRENT SURVEY CONTROL
 PD0676  ___________________________________________________________________
 PD0676* NAD 83(1996)-  44 36 03.00303(N)    066 54 19.73785(W)     ADJUSTED  
 PD0676* NAVD 88     -                                                        
 PD0676  ___________________________________________________________________
 PD0676  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 PD0676  GEOID HEIGHT-         -22.22  (meters)                     GEOID03
 PD0676
 PD0676  HORZ ORDER  -  THIRD
 PD0676
 PD0676.The horizontal coordinates were established by classical geodetic methods
 PD0676.and adjusted by the National Geodetic Survey in March 1998..
 PD0676
 PD0676
 PD0676.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0676
 PD0676.The geoid height was determined by GEOID03.
 PD0676
 PD0676;                    North         East     Units Scale Factor Converg.
 PD0676;SPC ME E     -   105,026.414   426,580.094   MT  1.00009698   +1 07 11.1
 PD0676;UTM  19      - 4,940,743.513   666,222.739   MT  0.99993979   +1 28 15.7
 PD0676
 PD0676                          SUPERSEDED SURVEY CONTROL
 PD0676
 PD0676  NAD 83(1992)-  44 36 03.00510(N)    066 54 19.74209(W) AD(       ) 4
 PD0676  NAD 83(1986)-  44 36 03.00167(N)    066 54 19.74356(W) AD(       ) 4
 PD0676  NAD 27      -  44 36 02.67047(N)    066 54 21.80184(W) AD(       ) 3
 PD0676
 PD0676.Superseded values are not recommended for survey control.
 PD0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0676.See file dsdata.txt to determine how the superseded data were derived.
 PD0676
 PD0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK6622340744(NAD 83)
 PD0676_MARKER: 13 = LIGHTHOUSE
 PD0676
 PD0676  HISTORY     - Date     Condition        Report By
 PD0676  HISTORY     - 1960     FIRST OBSERVED   CGS
 PD0676
 PD0676                          STATION DESCRIPTION
 PD0676
 PD0676'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1625 ***********************************************************************
 OC1625  DESIGNATION -  GRAND TRUNK USE
 OC1625  PID         -  OC1625
 OC1625  STATE/COUNTY-  ME/CUMBERLAND
 OC1625  USGS QUAD   -  PORTLAND EAST (1975)
 OC1625
 OC1625                         *CURRENT SURVEY CONTROL
 OC1625  ___________________________________________________________________
 OC1625* NAD 83(1996)-  43 39 36.76881(N)    070 14 34.18131(W)     ADJUSTED  
 OC1625* NAVD 88     -        20.     (meters)      66.     (feet)  SCALED    
 OC1625  ___________________________________________________________________
 OC1625  LAPLACE CORR-           3.55  (seconds)                    DEFLEC99
 OC1625  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 OC1625
 OC1625  HORZ ORDER  -  THIRD
 OC1625
 OC1625.The horizontal coordinates were established by classical geodetic methods
 OC1625.and adjusted by the National Geodetic Survey in March 1998..
 OC1625
 OC1625.The orthometric height was scaled from a topographic map.
 OC1625
 OC1625.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1625
 OC1625.The geoid height was determined by GEOID03.
 OC1625
 OC1625;                    North         East     Units Scale Factor Converg.
 OC1625;SPC ME W     -    91,864.121   893,856.829   MT  0.99996713   -0 03 09.3
 OC1625;UTM  19      - 4,834,885.035   399,790.082   MT  0.99972352   -0 51 29.1
 OC1625
 OC1625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1625!SPC ME W     -   1.00000099  x   0.99996713  =   0.99996812
 OC1625!UTM  19      -   1.00000099  x   0.99972352  =   0.99972451
 OC1625
 OC1625:                Primary Azimuth Mark                     Grid Az
 OC1625:SPC ME W     -  FORT ALLEN USE 1909                      020 29 40.8
 OC1625:UTM  19      -  FORT ALLEN USE 1909                      021 18 00.6
 OC1625
 OC1625|---------------------------------------------------------------------|
 OC1625| PID    Reference Object                     Distance      Geod. Az  |
 OC1625|                                                           dddmmss.s |
 OC1625| OC1617 FORT ALLEN USE 1909                 APPROX. 0.6 KM 0202631.5 |
 OC1625|---------------------------------------------------------------------|
 OC1625
 OC1625                          SUPERSEDED SURVEY CONTROL
 OC1625
 OC1625  NAD 83(1992)-  43 39 36.76723(N)    070 14 34.18233(W) AD(       ) 3
 OC1625  NAD 83(1986)-  43 39 36.77325(N)    070 14 34.18788(W) AD(       ) 3
 OC1625  NAD 27      -  43 39 36.50000(N)    070 14 36.03000(W) AD(       ) 3
 OC1625
 OC1625.Superseded values are not recommended for survey control.
 OC1625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1625.See file dsdata.txt to determine how the superseded data were derived.
 OC1625
 OC1625_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9979034885(NAD 83)
 OC1625
 OC1625  HISTORY     - Date     Condition        Report By
 OC1625  HISTORY     - UNK      MONUMENTED
 OC1625  HISTORY     - 1918     SEE DESCRIPTION  USE
 OC1625
 OC1625                          STATION DESCRIPTION
 OC1625
 OC1625'DESCRIBED BY US ENGINEERS 1918
 OC1625'STATION IS GONE, NEW PLANKING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1892 ***********************************************************************
 OC1892  DESIGNATION -  GRANDY HILL
 OC1892  PID         -  OC1892
 OC1892  STATE/COUNTY-  ME/CUMBERLAND
 OC1892  USGS QUAD   -  PROUTS NECK (1978)
 OC1892
 OC1892                         *CURRENT SURVEY CONTROL
 OC1892  ___________________________________________________________________
 OC1892* NAD 83(1996)-  43 33 46.53816(N)    070 15 57.10302(W)     ADJUSTED  
 OC1892* NAVD 88     -        37.     (meters)     121.     (feet)  SCALED    
 OC1892  ___________________________________________________________________
 OC1892  LAPLACE CORR-           3.16  (seconds)                    DEFLEC99
 OC1892  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 OC1892
 OC1892  HORZ ORDER  -  THIRD
 OC1892
 OC1892.The horizontal coordinates were established by classical geodetic methods
 OC1892.and adjusted by the National Geodetic Survey in March 1998..
 OC1892
 OC1892.The orthometric height was scaled from a topographic map.
 OC1892
 OC1892.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1892
 OC1892.The geoid height was determined by GEOID03.
 OC1892
 OC1892;                    North         East     Units Scale Factor Converg.
 OC1892;SPC ME W     -    81,057.483   891,986.019   MT  0.99996746   -0 04 06.1
 OC1892;UTM  19      - 4,824,108.341   397,768.155   MT  0.99972855   -0 52 20.8
 OC1892
 OC1892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1892!SPC ME W     -   0.99999832  x   0.99996746  =   0.99996578
 OC1892!UTM  19      -   0.99999832  x   0.99972855  =   0.99972687
 OC1892
 OC1892:                Primary Azimuth Mark                     Grid Az
 OC1892:SPC ME W     -  WEST END OF BARN                         132 34 09.2
 OC1892:UTM  19      -  WEST END OF BARN                         133 22 23.9
 OC1892
 OC1892|---------------------------------------------------------------------|
 OC1892| PID    Reference Object                     Distance      Geod. Az  |
 OC1892|                                                           dddmmss.s |
 OC1892| OC1609 WEST END OF BARN                    APPROX. 3.1 KM 1323003.1 |
 OC1892| OC1606 RICHMOND I DR CUMMINGS HSE CHY      APPROX. 3.0 KM 1341602.0 |
 OC1892| OC1890 GRANDY HILL YELLOW HOUSE CHIM       APPROX. 0.6 KM 1861316.3 |
 OC1892| OC2002 POOL CUPOLA OF OLD WAREHOUSE        APPROX.14.8 KM 2091541.3 |
 OC1892| OC1999 MOUTH SACO RIVER BCN ON PIER        APPROX.14.0 KM 2170049.2 |
 OC1892| OC1902 PROUT NECK LIBBY HOUSE CHIMNEY      APPROX. 5.6 KM 2315416.4 |
 OC1892| OC1916 STAPLES BOARDING HOUSE CHIMNEY      APPROX.10.4 KM 2410543.1 |
 OC1892| OC2045 BIDDEFORD ORTHODOX CH SPIRE         APPROX.17.5 KM 2431520.4 |
 OC1892| OC1896 SCOTTOWAY WATER HOUSE               APPROX. 8.8 KM 2880709.1 |
 OC1892|---------------------------------------------------------------------|
 OC1892
 OC1892                          SUPERSEDED SURVEY CONTROL
 OC1892
 OC1892  NAD 83(1992)-  43 33 46.53650(N)    070 15 57.10420(W) AD(       ) 3
 OC1892  NAD 83(1986)-  43 33 46.54253(N)    070 15 57.10970(W) AD(       ) 3
 OC1892  NAD 27      -  43 33 46.24000(N)    070 15 58.95000(W) AD(       ) 3
 OC1892
 OC1892.Superseded values are not recommended for survey control.
 OC1892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1892.See file dsdata.txt to determine how the superseded data were derived.
 OC1892
 OC1892_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9776824108(NAD 83)
 OC1892_MARKER: B = BOLT
 OC1892_SETTING: 66 = SET IN ROCK OUTCROP
 OC1892_MAGNETIC: N = NO MAGNETIC MATERIAL
 OC1892_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC1892+STABILITY: POSITION/ELEVATION WELL
 OC1892
 OC1892  HISTORY     - Date     Condition        Report By
 OC1892  HISTORY     - 1850     MONUMENTED       CGS
 OC1892  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1892  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OC1892  HISTORY     - 19830101 GOOD             NGS
 OC1892
 OC1892                          STATION DESCRIPTION
 OC1892
 OC1892'DESCRIBED BY COAST AND GEODETIC SURVEY 1850 (COB)
 OC1892'STATION IS ON THE SOUTHERN END OF THE SUMMIT OF GRANDY HILL ON
 OC1892'CAPE ELIZABETH PENINSULA AND ON THE E SIDE OF THE MOUTH OF
 OC1892'SPURWINK RIVER, OPPOSITE THE N END OF SCARBORO BEACH.  THE STATION
 OC1892'IS MARKED BY A COPPER BOLT SET IN A HOLE IN THE ROCK.
 OC1892
 OC1892                          STATION RECOVERY (1933)
 OC1892
 OC1892'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1892'STATION NOT RECOVERED AFTER SEARCHING FOR IT WITH THE AID OF
 OC1892'DISTANCE AND DIRECTION FROM GRANDY HILL 2.  THIS RIDGE HAS BEEN
 OC1892'FILLED IN FOR A BRIDLE PATH AND STATION IS PROBABLY STILL IN THE
 OC1892'LEDGE BUT COVERED WITH CONSIDERABLE EARTH.
 OC1892
 OC1892                          STATION RECOVERY (1942)
 OC1892
 OC1892'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OC1892'SEARCHED FOR BUT NOT FOUND.  PLANE TABLE METHODS MIGHT LOCATE
 OC1892'THE STATION.
 OC1892
 OC1892                          STATION RECOVERY (1983)
 OC1892
 OC1892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OC1892'THE STATION MARK WAS RECOVERED IN GOOD CONDITION AND WAS TIED TO
 OC1892'STATION GRANDY HILL 2 1923 BY DISTANCE AND DIRECTION.  SEE THE
 OC1892'DESCRIPTION FOR GRANDY HILL 2 1923.  A NEW DESCRIPTION FOLLOWS.
 OC1892' 
 OC1892'THE STATION IS LOCATED ON CAPE ELIZABETH, ABOUT 450 YARDS EAST OF THE
 OC1892'MOUTH OF THE SPURWINK RIVER AND NEAR THE SOUTH END OF A HIGH BRUSHY
 OC1892'HILL KNOWN LOCALLY AS GRUNDY HILL.
 OC1892' 
 OC1892'TO REACH THE STATION FROM THE JUNCTION OF STATE IGHWAYS 207 AND 77,
 OC1892'ABOUT 6.4 KM (4 MI) SOUTHEAST OF SCARBORO, GO NORTHEAST ON HIGHWAY 77
 OC1892'FOR 6.1 KM (3.8 MI) TO A CROSSROAD.  TURN RIGHT AND GO WEST ON A PAVED
 OC1892'ROAD FOR 1.9 KM (1.2 MI) TO A FARM ROAD ON THE RIGHT, AT 2 CUT-OFF
 OC1892'TELEPHONE POLES USED AS GATE POST FOR A CHAIN GATE, AND THE END OF
 OC1892'TRUCK TRAVEL.  PACK NORTHWEST UP-HILL TO TOP OF RIDGE, THEN LEFT
 OC1892'SOUTHWEST ALONG A CLEARED PATHWAY TO THE STATION.  ABOUT A 10 MINUTE
 OC1892'WALK.
 OC1892' 
 OC1892'THE STATION IS MARK WITH A COPPER BOLT CEMENTED IN A DRILL HOLE IN A
 OC1892'ROCK OUTCROP THAT IS FLUSH WITH THE GROUND.  IT IS 94 METERS (31 FT)
 OC1892'EAST NORTHEAST OF A TWIN TRUNKED PINE TREE AND 0.3 METER (1 FT) WEST
 OC1892'NORTHWEST OF THE CENTER OF THE CLEARED PATHWAY.
 OC1892' 
 OC1892'DESCRIBED BY ALFRED BAUGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1893 ***********************************************************************
 OC1893  DESIGNATION -  GRANDY HILL 2
 OC1893  PID         -  OC1893
 OC1893  STATE/COUNTY-  ME/CUMBERLAND
 OC1893  USGS QUAD   -  PROUTS NECK (1978)
 OC1893
 OC1893                         *CURRENT SURVEY CONTROL
 OC1893  ___________________________________________________________________
 OC1893* NAD 83(1996)-  43 33 46.73902(N)    070 15 56.73709(W)     ADJUSTED  
 OC1893* NAVD 88     -        37.     (meters)     121.     (feet)  VERTCON   
 OC1893  ___________________________________________________________________
 OC1893  LAPLACE CORR-           3.15  (seconds)                    DEFLEC99
 OC1893  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 OC1893
 OC1893  HORZ ORDER  -  SECOND
 OC1893
 OC1893.The horizontal coordinates were established by classical geodetic methods
 OC1893.and adjusted by the National Geodetic Survey in March 1998..
 OC1893
 OC1893.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC1893.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC1893
 OC1893.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1893
 OC1893.The geoid height was determined by GEOID03.
 OC1893
 OC1893;                    North         East     Units Scale Factor Converg.
 OC1893;SPC ME W     -    81,063.672   891,994.238   MT  0.99996745   -0 04 05.8
 OC1893;UTM  19      - 4,824,114.413   397,776.459   MT  0.99972853   -0 52 20.6
 OC1893
 OC1893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1893!SPC ME W     -   0.99999832  x   0.99996745  =   0.99996577
 OC1893!UTM  19      -   0.99999832  x   0.99972853  =   0.99972685
 OC1893
 OC1893:                Primary Azimuth Mark                     Grid Az
 OC1893:SPC ME W     -  MAXWELLS BARN CUPOLA MAX                 089 43 39.6
 OC1893:UTM  19      -  MAXWELLS BARN CUPOLA MAX                 090 31 54.4
 OC1893
 OC1893|---------------------------------------------------------------------|
 OC1893| PID    Reference Object                     Distance      Geod. Az  |
 OC1893|                                                           dddmmss.s |
 OC1893| OC1580 MAXWELLS BARN CUPOLA MAX            APPROX. 4.3 KM 0893933.8 |
 OC1893| OC1560 MURRAYS BARN CUPOLA RAY             APPROX. 4.7 KM 0921254.2 |
 OC1893| OC1610 RED BARN CUPOLA BREAK               APPROX. 2.1 KM 1102811.7 |
 OC1893| OC1594 DR CUMMINGS HOUSE S CHIM DOC        APPROX. 3.1 KM 1351000.9 |
 OC1893| OC1869 RAM ISLAND HOUSE RAM                APPROX. 1.5 KM 1611235.8 |
 OC1893| OC1873 STONE CHIMNEY CHIM                  APPROX. 1.1 KM 1681227.8 |
 OC1893| CE8186 GRANDY HILL 2 AZ MK                                1984130.8 |
 OC1893| CE8187 GRANDY HILL 2 AZ MK RESET                          2005645.8 |
 OC1893| OC1891 SMALL HOUSE CHIMNEY YEL             APPROX. 0.6 KM 2021223.5 |
 OC1893| OC1884 STRATTON IS BARN CUPOLA STRAT       APPROX. 7.3 KM 2103413.6 |
 OC1893| OC1898 HOUSE ON PROUTS NECK E GAB GRE      APPROX. 5.4 KM 2245522.1 |
 OC1893| CE8188 GRANDY HILL 2 RM 1                   38.621 METERS 22750     |
 OC1893| OC1904 PROUTS NECK HOTEL TANK TAT          APPROX. 5.3 KM 2311625.8 |
 OC1893| OC1918 OLD ORCHARD HOTEL FLAGPOLE HAR      APPROX.10.5 KM 2400420.0 |
 OC1893| OC1920 OLD ORCHARD STANDPIPE               APPROX.11.4 KM 2411334.7 |
 OC1893| OC1883 SQUARE TOWER ON BARN TOW            APPROX. 3.0 KM 2460952.0 |
 OC1893| OC1880 SQUARE BARN CUPOLA SQUARE           APPROX. 2.3 KM 2474603.2 |
 OC1893| OC1879 WHITE TANK                          APPROX. 2.4 KM 2505220.1 |
 OC1893| OC1889 RED HOUSE CUPOLA SHO                APPROX. 1.0 KM 2541634.9 |
 OC1893| OC1888 RED TOP TANK RED                    APPROX. 1.2 KM 2623753.8 |
 OC1893| OC1899 SCARBORO GREEN STANDPIPE            APPROX. 6.5 KM 2982259.5 |
 OC1893| CE8189 GRANDY HILL 2 RM 2                   25.920 METERS 33532     |
 OC1893|---------------------------------------------------------------------|
 OC1893
 OC1893                          SUPERSEDED SURVEY CONTROL
 OC1893
 OC1893  NAD 83(1992)-  43 33 46.73740(N)    070 15 56.73818(W) AD(       ) 2
 OC1893  NAD 83(1986)-  43 33 46.74342(N)    070 15 56.74374(W) AD(       ) 2
 OC1893  NAD 27      -  43 33 46.43800(N)    070 15 58.57500(W) AD(       ) 2
 OC1893  NGVD 29 (07/19/86)   37.     (m)          121.     (f) VERT ANG       
 OC1893
 OC1893.Superseded values are not recommended for survey control.
 OC1893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1893.See file dsdata.txt to determine how the superseded data were derived.
 OC1893
 OC1893_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9777624114(NAD 83)
 OC1893_MARKER: DS = TRIANGULATION STATION DISK
 OC1893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC1893_STAMPING: GRANDY HILL 2 1923
 OC1893_MARK LOGO: NGS   
 OC1893_MAGNETIC: N = NO MAGNETIC MATERIAL
 OC1893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC1893+STABILITY: SURFACE MOTION
 OC1893
 OC1893  HISTORY     - Date     Condition        Report By
 OC1893  HISTORY     - 1923     MONUMENTED       CGS
 OC1893  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1893  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OC1893  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OC1893  HISTORY     - 1952     SEE DESCRIPTION  CGS
 OC1893  HISTORY     - 19830921 GOOD             NGS
 OC1893
 OC1893                          STATION DESCRIPTION
 OC1893
 OC1893'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (OWS)
 OC1893'STATION IS LOCATED ON CAPE ELIZABETH, ABOUT 450 YARDS E OF THE
 OC1893'MOUTH OF SPURWINK RIVER, JUST W OF A SMALL GAP IN A LONG HILL
 OC1893'BEARING THE SAME NAME AS THE STATION.  THE HILL IS OF ROCK AND
 OC1893'COVERED WITH GRASS.
 OC1893'
 OC1893'SURFACE MARK IS A STANDARD DISK WEDGED IN A DRILL HOLE IN
 OC1893'OUTCROPPING BEDROCK.
 OC1893'
 OC1893'REFERENCE MARK NO. 1 IS A STANDARD DISK WEDGED IN A DRILL HOLE
 OC1893'IN OUTCROPPING BEDROCK.  IT IS ON A LEDGE PROJECTING FROM THE W
 OC1893'END OF THE HILL AND ABOUT 4 FEET FROM A STONE FENCE PASSING OVER
 OC1893'THE W END OF THE HILL.
 OC1893'
 OC1893'REFERENCE MARK NO. 2 IS A STANDARD DISK WEDGED IN A DRILL HOLE
 OC1893'IN A GRANITE BOULDER IN THE HOLLOW N OF THE STATION.  THE BOULDER
 OC1893'IS FLUSH WITH THE GROUND AND HAS AN EXPOSED SURFACE ABOUT 3 FEET
 OC1893'LONG, AND 2 FEET WIDE.
 OC1893
 OC1893                          STATION RECOVERY (1933)
 OC1893
 OC1893'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1893'STATION IS ON CAPE ELIZABETH ABOUT 450 YARDS E OF THE MOUTH OF
 OC1893'SPURWINK RIVER ON A LONG NARROW RIDGE WHICH IS KNOWN LOCALLY AS
 OC1893'GRANDY HILL, BUT SHOWN ON THE U.S. GEOLOGICAL SURVEY CHART AS
 OC1893'SPURWINK HILL.  THE STATION IS ON THE CENTER OF THE RIDGE AND
 OC1893'10 FEET S OF THE S END OF A BRIDLE PATH FILL ACROSS A GAP IN
 OC1893'THE HILL.
 OC1893'
 OC1893'REFERENCE MARK NO. 1, IS IN A LEDGE AT THE S BROW OF THE RIDGE
 OC1893'AND 4 FEET N OF A STONE FENCE RUNNING ACROSS THE HILL.  THE ARROW
 OC1893'OF THIS REFERENCE MARK DOES NOT POINT TO THE STATION, BUT POINTS
 OC1893'5 TO 10 DEGREES W OF THE STATION.
 OC1893'
 OC1893'REFERENCE MARK NO. 2 IS IN THE VALLEY TO THE W OF THE STATION.
 OC1893
 OC1893                          STATION RECOVERY (1942)
 OC1893
 OC1893'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OC1893'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED WITH THE
 OC1893'FOLLOWING EXCEPTION--THE STATION IS STAMPED ONLY 1923.
 OC1893
 OC1893                          STATION RECOVERY (1943)
 OC1893
 OC1893'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 OC1893'STATION RECOVERED AND FOUND AS DESCRIBED.  ALL MARKS ARE IN GOOD
 OC1893'CONDITION.  AN AZIMUTH MARK WAS ESTABLISHED.  DESCRIPTION FOLLOWS--
 OC1893'
 OC1893'STATION IS LOCATED ABOUT 4.0 MILES E OF SCARBORO NEAR THE S EDGE
 OC1893'OF A RIDGE ON LAND OWNED BY THE P.W. SPRAGUE ESTATE OF BOSTON,
 OC1893'MASSACHUSETTS.  IT IS IN THE CENTER OF A DIM TRACK ROAD AND 6
 OC1893'PACES S OF A STONE REINFORCEMENT OF THE ROAD.  IT IS STAMPED
 OC1893'GRANDY HILL 2 1923.
 OC1893'
 OC1893'STATION, REFERENCE MARK 2, AND AZIMUTH MARK ARE BRONZE DISKS
 OC1893'SET IN DRILL HOLES IN OUTCROPPING BEDROCK.  REFERENCE MARK 1 IS A
 OC1893'DRILL HOLE IN A BOULDER.
 OC1893'
 OC1893'REFERENCE MARK 1 IS SW OF THE STATION, NEAR THE E EDGE OF THE
 OC1893'RIDGE ROAD, AND N OF A LINE OF BRUSH AND SMALL TREES.  IT IS
 OC1893'STAMPED GRANDY HILL 2 NO 1 1923.
 OC1893'
 OC1893'REFERENCE MARK 2 IS NW OF THE STATION, AT THE BOTTOM OF A SMALL
 OC1893'VALLEY, AND 25 PACES E OF A WIRE FENCE.  IT IS STAMPED GRADY HILL
 OC1893'2 NO 21923.
 OC1893'
 OC1893'AZIMUTH MARK IS APPROXIMATELY 0.25 MILE SSW OF THE STATION,
 OC1893'16 PACES NW OF THE CENTER LINE OF A DRIVEWAY, 33 FEET SW OF A
 OC1893'DRIVE, AND 27 FEET E OF THE SE CORNER OF A SMALL SHINGLE HOUSE.  IT
 OC1893'IS STAMPED GRANDY HILL 2 1943.
 OC1893'
 OC1893'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 207
 OC1893'AND 77 ABOUT 4.0 MILES SE OF SCARBORO, GO NE ON HIGHWAY 77 FOR
 OC1893'3.8 MILES TO A CROSS ROAD (SIGN ON THE LEFT FOWLER ROAD AND
 OC1893'SPRAGUE HALL ON THE RIGHT).  THEN RIGHT FOR 1.2 MILES TO A FARM
 OC1893'ROAD ON THE RIGHT*.  THEN RIGHT FOR 0.1 MILE TO THE TOP OF THE
 OC1893'RIDGE, THEN LEFT FOR 0.1 MILE TO THE STATION.
 OC1893'
 OC1893'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE AHEAD
 OC1893'FOR 0.3 MILE TO WHERE THE MACADAM ROAD MAKES A LEFT TURN.  THEN
 OC1893'CONTINUE STRAIGHT AHEAD ON A GRAVEL DRIVEWAY FOR 0.1 MILE TO THE
 OC1893'MARK ON THE RIGHT.
 OC1893'
 OC1893'DISTANCES AND DIRECTIONS TAKEN IN 1943.
 OC1893'
 OC1893'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 OC1893
 OC1893                          STATION RECOVERY (1952)
 OC1893
 OC1893'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (KGC)
 OC1893'THE STATION WAS RECOVERED WITH THE FOLLOWING CHANGES NOTED--
 OC1893'
 OC1893'TO REACH,......  THEN RIGHT FOR 0.1 MI. TO A SMALL WOODEN
 OC1893'FRAMEHOUSE.  FROM THE E CORNER OF THE HOUSE, TRAVEL APPROXIMATELY
 OC1893'54 PACES NE ALONG THE FOOT PATH LEADING THROUGH THE SMALL CLUMP OF
 OC1893'TREES TO REFERENCE MARK 1 JUST BELOW THE CREST OF THE RIDGE.
 OC1893'
 OC1893'THE CART PATH, MENTIONED IN THE DESCRIPTION, IS NO LONGER USED
 OC1893'AS SUCH AND IS NOW MERELY A FOOT PATH.
 OC1893'
 OC1893'THE STATION WAS FOUND TO BE COVERED OVER BY A THIN LAYER OF
 OC1893'SOD.  REFERENCE MARK 1 WAS FOUND COVERED OVER BY LOW GROWING
 OC1893'SHRUBBERY, AND REFERENCE MARK 2 WAS LIKEWISE FOUND TO BE COVERED
 OC1893'BY SHRUBS AND BUSHES.  DESCRIPTIONS ARE OTHERWISE ADEQUATE.
 OC1893'
 OC1893'DUE TO CONSTRUCTION, IT WAS NECESSARY TO RESET THE AZIMUTH
 OC1893'MARK.  A DESCRIPTION OF THE NEW AZIMUTH MARK IS AS FOLLOWS--
 OC1893'
 OC1893'THE NEW AZIMUTH MARK, WHICH IS A STANDARD DISK, STAMPED GRANDY
 OC1893'HILL 2 RESET 1952 IS CEMENTED IN A DRILL HOLE 73.15 FT. W OF THE
 OC1893'OLD (1943) MARK.  IT IS APPROXIMATELY 0.25 MI. S-SW OF THE
 OC1893'STATION, AND SET IN OUTCROPPING BEDROCK OF THE STONE GARDEN
 OC1893'LOCATED ON THE PROPERTY OF MR. LYNN BUCKLEY.  IT IS LOCATED 29.4
 OC1893'FT. SE OF THE E CORNER OF MR. BUCKLEYS HOUSE, AND 48.8 FT. W OF
 OC1893'THE W CORNER OF THE SMALL SHINGLE HOUSE REPORTED TO BE THE
 OC1893'PROPERTY OF DR. LOMBARD.
 OC1893
 OC1893                          STATION RECOVERY (1983)
 OC1893
 OC1893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OC1893'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 OC1893'CONDITION.  REFERENCE MARK 2 WAS FOUND BROKE OFF AND A PORTION OF THE
 OC1893'STEM IN PLACE.  A NEW DISK WAS SET IN THE CENTER OF THE DRILL HOLE.
 OC1893'THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION BUT IS OBSTRUCTED AT
 OC1893'THIS TIME BY TREES.  GRANBY HILL 1850 WAS ALSO RECOVERED IN GOOD
 OC1893'CONDITION.  THE DIRECTIONS TO THE REFERENCE MARKS CHECKED.  THE
 OC1893'DISTANCES TO THE REFERENCE MARKS FAILED TO CHECK BY 0.53 FOOT LOWER TO
 OC1893'REFERENCE MARK 1 AND 0.02 FOOT HIGHER TO REFERENCE MARK 2.  THIS WAS
 OC1893'PROBABLY CAUSED BY THE LARGE DIFFERENCE IN ELEVATIONS.  SEE THE
 OC1893'DESCRIPTION FOR GRANDY HILL 1850.  A NEW DESCRIPTION FOLLOWS.
 OC1893' 
 OC1893'THE STATION IF LOCATED ON CAPE ELIZABETH, ABOUT 450 YARDS EAST OF THE
 OC1893'MOUTH OF SPURWINK ON CAPE ELIZABETH, ABOUT 450 YARDS EAST OF THE MOUTH
 OC1893'OF SPURWINK RIVER AND NEAR THE SOUTH END OF A HIGH BRUSHY HILL KNOWN
 OC1893'LOCALLY AS GRUNDY HILL.
 OC1893' 
 OC1893'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 207 AND 77,
 OC1893'ABOUT 6.4 KM (4 MI) SOUTHEAST OF SCARBORO, GO NORTHEAST ON HIGHWAY 77
 OC1893'FOR 6.1 KM (3.8 MI) TO A CROSSROAD.  TURN RIGHT AND GO WEST ON A PAVED
 OC1893'ROAD FOR 1.9 KM (1.2 MI) TO A FARM ROAD ON THE RIGHT, AT 2 CUT-OFF
 OC1893'TELEPHONE POLES USED AS GATE POST FOR A CHAIN GATE.  THIS IS ALSO THE
 OC1893'END OF TRUCK TRAVEL.  PACK NORTHWEST UP HILL TO TOP OF RIDGE, THEN
 OC1893'LEFT SOUTHWEST ALONG A CLEARED PATHWAY TO THE STATION.  ABOUT A 10
 OC1893'MINUTE WALK.
 OC1893' 
 OC1893'THE STATION IS A STANDARD NGS DISK STAMPED--GRANDY HILL 2 1923--, SET
 OC1893'INTO ROCK OUTCROP 1.0 FT (0.3 M) LARGEST DIMENSION LOCATED 63.5 FT
 OC1893'(19.4 M) NE FROM A TWIN TRUNKED PINE TREE, 28.0 FT (8.5 M) SW FROM THE
 OC1893'CENTER OF A ROCKY FILLED IN AREA ALONG A PATHWAY, AND 1.0 FT (0.3 M)
 OC1893'WNW FROM THE CENTER OF THE NORTHEAST SOUTHWEST PATHWAY.
 OC1893' 
 OC1893'REFERENCE MARK NO 1 IS A STANDARD NGS DISK STAMPED--GRANDY HILL 2 NO 1
 OC1893'1923--, SET INTO ROCK OUTCROP 4 FT (1.0 M) LARGEST DIMENSION LOCATED
 OC1893'24.0 FT (7.3 M) SSE FROM A TRIPLE TRUNKED OAK TREE, 8.0 FT (2.4 M) SE
 OC1893'FROM THE CENTER OF THE PATHWAY AT A TURN IN THE PATHWAY, 9.0 FT (2.7
 OC1893'M) ESE FROM THE CENTER OF THE PATHWAY THAT LEADS NORTH-SOUTH, AND 9.0
 OC1893'FT (2.7 M) LOWER THAN THE STATION.
 OC1893' 
 OC1893'REFERENCE MARK NO 2 IS A STANDARD NGS DISK STAMPED--GRANDY HILL 2 1923
 OC1893'NO 2 1983--, SET INTO ROCK OUTCROP 4 FT (1.2 M) LARGEST DIMENSION
 OC1893'LOCATED 106.0 FT (32.3 M) ENE FROM THE SOUTHEAST CORNER OF A BUILDING,
 OC1893'45.0 FT (13.7 M) NNE FROM A 8-INCH MAPLE TREE, AND 14.0 FT (4.3 M)
 OC1893'LOWER THAN THE STATION.
 OC1893' 
 OC1893'AZIMUTH MARK NO 1 IS A STANDARD NGS DISK STAMPED--GRANDY HILL 2 RESET
 OC1893'1952--, SET INTO ROCK OUTCROP 4 FT (1.2 M) LARGEST DIMENSION LOCATED
 OC1893'30.0 FT (9.1 M) SE FROM THE SOUTHEAST CORNER OF HOUSE, 25.0 FT (7.6 M)
 OC1893'S FROM A 14-INCH PINE TREE, AND 4.0 FT (1.2 M) WSW FROM A CLEARED PATH
 OC1893'THAT LEADS THROUGH A HEDGEROW.
 OC1893' 
 OC1893'TO REACH THE AZIMUTH MARK FROM THE END OF TRUCK TRAVEL GO SOUTHWEST ON
 OC1893'THE PAVED ROAD FOR 0.5 KM (0.3 MI) TO WHERE THE ROAD MAKES A LEFT
 OC1893'TURN.  TURN RIGHT AND THEN LEFT AND GO SOUTH ON A GRAVELED DRIVEWAY
 OC1893'FOR 0.2 KM (0.1 MI) TO A HOUSE AND THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1890 ***********************************************************************
 OC1890  DESIGNATION -  GRANDY HILL YELLOW HOUSE CHIM
 OC1890  PID         -  OC1890
 OC1890  STATE/COUNTY-  ME/CUMBERLAND
 OC1890  USGS QUAD   -  PROUTS NECK (1978)
 OC1890
 OC1890                         *CURRENT SURVEY CONTROL
 OC1890  ___________________________________________________________________
 OC1890* NAD 83(1996)-  43 33 26.23214(N)    070 16 00.14673(W)     ADJUSTED  
 OC1890* NAVD 88     -                                                        
 OC1890  ___________________________________________________________________
 OC1890  LAPLACE CORR-           3.02  (seconds)                    DEFLEC99
 OC1890  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 OC1890
 OC1890  HORZ ORDER  -  THIRD
 OC1890
 OC1890.The horizontal coordinates were established by classical geodetic methods
 OC1890.and adjusted by the National Geodetic Survey in March 1998..
 OC1890
 OC1890
 OC1890.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1890
 OC1890.The geoid height was determined by GEOID03.
 OC1890
 OC1890;                    North         East     Units Scale Factor Converg.
 OC1890;SPC ME W     -    80,430.899   891,916.959   MT  0.99996747   -0 04 08.2
 OC1890;UTM  19      - 4,823,482.937   397,690.328   MT  0.99972875   -0 52 22.6
 OC1890
 OC1890                          SUPERSEDED SURVEY CONTROL
 OC1890
 OC1890  NAD 83(1992)-  43 33 26.23050(N)    070 16 00.14792(W) AD(       ) 4
 OC1890  NAD 83(1986)-  43 33 26.23653(N)    070 16 00.15344(W) AD(       ) 4
 OC1890  NAD 27      -  43 33 25.92900(N)    070 16 01.99800(W) AD(       ) 3
 OC1890
 OC1890.Superseded values are not recommended for survey control.
 OC1890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1890.See file dsdata.txt to determine how the superseded data were derived.
 OC1890
 OC1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9769023483(NAD 83)
 OC1890
 OC1890  HISTORY     - Date     Condition        Report By
 OC1890  HISTORY     - UNK      MONUMENTED
 OC1890  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OC1890
 OC1890                          STATION DESCRIPTION
 OC1890
 OC1890'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OC1890'POSITION NOT CERTAIN.  IF AIR MAPPING COMPILATION OFFICE CAN
 OC1890'VERIFY THIS POSITION IT SHOULD BE LISTED AS
 OC1890'RECOVERED.  NOTE--VERIFIED BY PHOTO COMPILATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2568 ***********************************************************************
 PE2568  DESIGNATION -  GRANITE
 PE2568  PID         -  PE2568
 PE2568  STATE/COUNTY-  ME/KNOX
 PE2568  USGS QUAD   -  NORTH HAVEN WEST (1983)
 PE2568
 PE2568                         *CURRENT SURVEY CONTROL
 PE2568  ___________________________________________________________________
 PE2568* NAD 83(1996)-  44 09 16.60542(N)    068 52 43.88560(W)     ADJUSTED  
 PE2568* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 PE2568  ___________________________________________________________________
 PE2568  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 PE2568  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 PE2568
 PE2568  HORZ ORDER  -  THIRD
 PE2568
 PE2568.The horizontal coordinates were established by classical geodetic methods
 PE2568.and adjusted by the National Geodetic Survey in March 1998..
 PE2568.No horizontal observational check was made to the station.
 PE2568
 PE2568.The orthometric height was scaled from a topographic map.
 PE2568
 PE2568.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2568
 PE2568.The geoid height was determined by GEOID03.
 PE2568
 PE2568;                    North         East     Units Scale Factor Converg.
 PE2568;SPC ME E     -    54,280.290   269,695.358   MT  0.99991129   -0 15 50.1
 PE2568;UTM  19      - 4,889,052.691   509,687.266   MT  0.99960115   +0 05 03.8
 PE2568
 PE2568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2568!SPC ME E     -   1.00000288  x   0.99991129  =   0.99991417
 PE2568!UTM  19      -   1.00000288  x   0.99960115  =   0.99960403
 PE2568
 PE2568                          SUPERSEDED SURVEY CONTROL
 PE2568
 PE2568  NAD 83(1992)-  44 09 16.61095(N)    068 52 43.86443(W) AD(       ) 3
 PE2568  NAD 83(1986)-  44 09 16.61228(N)    068 52 43.86782(W) AD(       ) 3
 PE2568
 PE2568.Superseded values are not recommended for survey control.
 PE2568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2568.See file dsdata.txt to determine how the superseded data were derived.
 PE2568
 PE2568_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ0968789053(NAD 83)
 PE2568_MARKER: X = CHISELED CROSS
 PE2568_SETTING: 0 = UNSPECIFIED SETTING
 PE2568_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2568_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE2568
 PE2568  HISTORY     - Date     Condition        Report By
 PE2568  HISTORY     - 1983     MONUMENTED       NOS
 PE2568
 PE2568                          STATION DESCRIPTION
 PE2568
 PE2568'DESCRIBED BY NATIONAL OCEAN SERVICE 1983 (WVH)
 PE2568'THE STATION IS LOCATED IN PULPIT HARBOR ON THE SOUTHEAST SIDE OF
 PE2568'THE HARBOR, ON NORTH HAVEN ISLAND.
 PE2568'
 PE2568'THE STATION IS A CHISELED CROSS ON THE TOP OF A LARGE
 PE2568'GRANITE BLOCK THAT FORMS THE BASE OF A PIER ON THE SOUTHEAST
 PE2568'SIDE OF PULPIT HARBOR.  THE BLOCKS ARE SOUTHWEST FROM
 PE2568'THE PUBLIC PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1327 ***********************************************************************
 QG1327  DESIGNATION -  GRANT
 QG1327  PID         -  QG1327
 QG1327  STATE/COUNTY-  ME/PISCATAQUIS
 QG1327  USGS QUAD   -  CARIBOU LAKE SOUTH (1988)
 QG1327
 QG1327                         *CURRENT SURVEY CONTROL
 QG1327  ___________________________________________________________________
 QG1327* NAD 83(1996)-  45 46 31.31108(N)    069 20 20.20286(W)     ADJUSTED  
 QG1327* NAVD 88     -       371.72   (+/-2cm)    1219.6    (feet)  VERTCON   
 QG1327  ___________________________________________________________________
 QG1327  LAPLACE CORR-           3.14  (seconds)                    DEFLEC99
 QG1327  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 QG1327
 QG1327  HORZ ORDER  -  THIRD
 QG1327  VERT ORDER  -  THIRD ? (See Below)
 QG1327
 QG1327.The horizontal coordinates were established by classical geodetic methods
 QG1327.and adjusted by the National Geodetic Survey in March 1998..
 QG1327
 QG1327.The NAVD 88 height was computed by applying the VERTCON shift value to
 QG1327.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QG1327.The vertical order pertains to the NGVD 29 superseded value.
 QG1327
 QG1327.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1327
 QG1327.The geoid height was determined by GEOID03.
 QG1327
 QG1327;                    North         East     Units Scale Factor Converg.
 QG1327;SPC ME E     -   234,650.687   234,756.633   MT  0.99995232   -0 36 04.4
 QG1327;SPC ME W     -   327,235.488   964,374.804   MT  1.00001759   +0 35 35.4
 QG1327;UTM  19      - 5,069,145.261   473,648.684   MT  0.99960854   -0 14 34.4
 QG1327
 QG1327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1327!SPC ME E     -   0.99994553  x   0.99995232  =   0.99989785
 QG1327!SPC ME W     -   0.99994553  x   1.00001759  =   0.99996312
 QG1327!UTM  19      -   0.99994553  x   0.99960854  =   0.99955409
 QG1327
 QG1327|---------------------------------------------------------------------|
 QG1327| PID    Reference Object                     Distance      Geod. Az  |
 QG1327|                                                           dddmmss.s |
 QG1327| DA5066 GRANT RM 2                            7.871 METERS 01241     |
 QG1327| DA5065 GRANT RM 1                           30.067 METERS 10525     |
 QG1327| QG0647 E 86                                199.636 METERS 19622     |
 QG1327| QG1328 MCNAIR=BIG SPENCER LO               APPROX. 8.1 KM 2701228.5 |
 QG1327|---------------------------------------------------------------------|
 QG1327
 QG1327                          SUPERSEDED SURVEY CONTROL
 QG1327
 QG1327  NAD 83(1992)-  45 46 31.31006(N)    069 20 20.19573(W) AD(       ) 3
 QG1327  NAD 83(1986)-  45 46 31.31403(N)    069 20 20.20816(W) AD(       ) 3
 QG1327  NAD 27      -  45 46 31.16500(N)    069 20 22.01000(W) AD(       ) 3
 QG1327  NGVD 29 (07/19/86)  371.88   (m)         1220.1    (f) LEVELING    3  
 QG1327
 QG1327.Superseded values are not recommended for survey control.
 QG1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1327.See file dsdata.txt to determine how the superseded data were derived.
 QG1327
 QG1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL7364969145(NAD 83)
 QG1327_MARKER: Z = SEE DESCRIPTION
 QG1327_SETTING: 0 = UNSPECIFIED SETTING
 QG1327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QG1327+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2001
 QG1327
 QG1327  HISTORY     - Date     Condition        Report By
 QG1327  HISTORY     - 1955     MONUMENTED       CGS
 QG1327  HISTORY     - 20010620 GOOD             INDIV
 QG1327
 QG1327                          STATION DESCRIPTION
 QG1327
 QG1327'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 QG1327'THE STATION IS LOCATED AIRLINE, ABOUT 8 MILES NORTHEAST OF
 QG1327'KOKADJO ALONG THE WEST SIDE OF THE GRAVELED ROAD WHICH LEADS TO
 QG1327'RIPOGENUS DAM AND ABOUT 0.15 MILE SOUTH-SOUTHEAST OF SOME
 QG1327'BUILDINGS KNOWN AS THE GRANT FARM.
 QG1327'
 QG1327'THE STATION IS A STANDARD DISK STAMPED GRANT 1955 SET IN TOP OF A
 QG1327'10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 3 INCHES ABOVE
 QG1327'THE GROUND.  IT IS 10.5 FEET NORTH OF A WHITE WITNESS POST, 17.5
 QG1327'FEET NORTH-NORTHWEST OF TELEPHONE POLE 602, 100 FEET
 QG1327'SOUTH-SOUTHWEST OF A FORK IN THE ROAD AND 28 FEET WEST OF THE
 QG1327'CENTER LINE OF THE GRAVELED ROAD.
 QG1327'
 QG1327'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED GRANT
 QG1327'NO 1 1955 SET IN A DRILL HOLE IN A LARGE BOULDER WHICH PROJECTS
 QG1327'ABOUT 1 FOOT ABOVE THE GROUND AND IS ABOUT 6 FEET LOWER THAN THE
 QG1327'STATION.  IT IS 70 FEET EAST OF THE CENTER LINE OF THE GRAVELED
 QG1327'ROAD.
 QG1327'
 QG1327'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED GRANT
 QG1327'NO 2 1955 SET IN A DRILL HOLE IN A LARGE BOULDER WHICH PROJECTS
 QG1327'ABOUT 6 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME ELEVATION AS
 QG1327'THE STATION.  IT IS 30 FEET WEST OF THE CENTER LINE OF THE
 QG1327'GRAVELED ROAD.
 QG1327'
 QG1327'B.M. E86 IS A STANDARD BENCH MARK DISK STAMPED E86 1942 SET IN A
 QG1327'DRILL HOLE IN A LARGE BOULDER WHICH PROJECTS ABOUT 18 INCHES ABOVE
 QG1327'THE GROUND.  IT IS 25 FEET EAST OF THE CENTER LINE OF THE
 QG1327'GRAVELED ROAD.
 QG1327'
 QG1327'TO REACH THE STATION FROM THE POST OFFICE IN KOKADJO, GO EASTERLY
 QG1327'ON THE GRAVELED ROAD WHICH LEADS TO RIPOGENUS DAM FOR 0.3
 QG1327'MILE.  TAKE THE LEFT FORK AND FOLLOW THE MAIN TRAVELED ROAD
 QG1327'NORTHERLY FOR 9.5 MILES TO TELEPHONE POLE 602, A FORK IN THE ROAD,
 QG1327'A WHITE WITNESS POST AND THE STATION ON THE LEFT, WEST SIDE.
 QG1327
 QG1327                          STATION RECOVERY (2001)
 QG1327
 QG1327'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JMS)
 QG1327'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1140 ***********************************************************************
 PD1140  DESIGNATION -  GRANT 1949
 PD1140  PID         -  PD1140
 PD1140  STATE/COUNTY-  ME/WASHINGTON
 PD1140  USGS QUAD   -  COLUMBIA FALLS (1977)
 PD1140
 PD1140                         *CURRENT SURVEY CONTROL
 PD1140  ___________________________________________________________________
 PD1140* NAD 83(1996)-  44 40 27.41243(N)    067 44 12.50564(W)     ADJUSTED  
 PD1140* NAVD 88     -        38.     (meters)     125.     (feet)  SCALED    
 PD1140  ___________________________________________________________________
 PD1140  LAPLACE CORR-           4.13  (seconds)                    DEFLEC99
 PD1140  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 PD1140
 PD1140  HORZ ORDER  -  THIRD
 PD1140
 PD1140.The horizontal coordinates were established by classical geodetic methods
 PD1140.and adjusted by the National Geodetic Survey in March 1998..
 PD1140
 PD1140.The orthometric height was scaled from a topographic map.
 PD1140
 PD1140.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1140
 PD1140.The geoid height was determined by GEOID03.
 PD1140
 PD1140;                    North         East     Units Scale Factor Converg.
 PD1140;SPC ME E     -   112,233.819   360,509.274   MT  0.99994501   +0 32 11.8
 PD1140;UTM  19      - 4,947,544.246   600,121.482   MT  0.99972327   +0 53 17.5
 PD1140
 PD1140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD1140!SPC ME E     -   0.99999775  x   0.99994501  =   0.99994276
 PD1140!UTM  19      -   0.99999775  x   0.99972327  =   0.99972102
 PD1140
 PD1140:                Primary Azimuth Mark                     Grid Az
 PD1140:SPC ME E     -  MT MITTEN FIRE TOWER 1949                044 59 25.0
 PD1140:UTM  19      -  MT MITTEN FIRE TOWER 1949                044 38 19.3
 PD1140
 PD1140|---------------------------------------------------------------------|
 PD1140| PID    Reference Object                     Distance      Geod. Az  |
 PD1140|                                                           dddmmss.s |
 PD1140| PD1139 MT MITTEN FIRE TOWER 1949           APPROX. 7.6 KM 0453136.8 |
 PD1140| PD1141 HORIZ TEST PT 2 1949                 42.032 METERS 09214     |
 PD1140| PD1144 EPPING WHITE CHURCH BELFRY          APPROX. 3.5 KM 2860209.8 |
 PD1140|---------------------------------------------------------------------|
 PD1140
 PD1140                          SUPERSEDED SURVEY CONTROL
 PD1140
 PD1140  NAD 83(1992)-  44 40 27.40924(N)    067 44 12.50400(W) AD(       ) 3
 PD1140  NAD 83(1986)-  44 40 27.40528(N)    067 44 12.50699(W) AD(       ) 3
 PD1140  NAD 27      -  44 40 27.10600(N)    067 44 14.52600(W) AD(       ) 3
 PD1140
 PD1140.Superseded values are not recommended for survey control.
 PD1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1140.See file dsdata.txt to determine how the superseded data were derived.
 PD1140
 PD1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK0012147544(NAD 83)
 PD1140_MARKER: Z = SEE DESCRIPTION
 PD1140_SETTING: 0 = UNSPECIFIED SETTING
 PD1140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PD1140
 PD1140  HISTORY     - Date     Condition        Report By
 PD1140  HISTORY     - 1949     MONUMENTED       CGS
 PD1140
 PD1140                          STATION DESCRIPTION
 PD1140
 PD1140'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (ERM)
 PD1140'TO REACH STATION FROM U.S. HIGHWAY 1 AT COLUMBIA FALLS, GO N 1.8
 PD1140'MILES ON CENTRAL DISTRICT ROAD TO HOME OF LEEMAN J. GRANT, THENCE
 PD1140'W ON GRANT DRIVEWAY 0.1 MILE.  STATION IS AT TOP OF RISE IN BACK
 PD1140'YARD OF HOME.
 PD1140'
 PD1140'STATION MARK IS A STANDARD TOPOGRAPHIC DISK SET IN CONCRETE
 PD1140'FLUSH WITH GROUND, 84.3 FEET W OF SW CORNER OF DWELLING, 60 FEET
 PD1140'S OF SW CORNER OF SMALL BARN, AND 78 FEET NE OF NE CORNER OF
 PD1140'SMALL BUILDING.  STATION MARK STAMPED GRANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2569 ***********************************************************************
 PE2569  DESIGNATION -  GRASSY
 PE2569  PID         -  PE2569
 PE2569  STATE/COUNTY-  ME/HANCOCK
 PE2569  USGS QUAD   -  BUCKSPORT (1982)
 PE2569
 PE2569                         *CURRENT SURVEY CONTROL
 PE2569  ___________________________________________________________________
 PE2569* NAD 83(1996)-  44 32 23.15405(N)    068 45 14.95218(W)     ADJUSTED  
 PE2569* NAVD 88     -        -2.     (meters)      -7.     (feet)  SCALED    
 PE2569  ___________________________________________________________________
 PE2569  LAPLACE CORR-           2.18  (seconds)                    DEFLEC99
 PE2569  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 PE2569
 PE2569  HORZ ORDER  -  THIRD
 PE2569
 PE2569.The horizontal coordinates were established by classical geodetic methods
 PE2569.and adjusted by the National Geodetic Survey in March 1998..
 PE2569.No horizontal observational check was made to the station.
 PE2569
 PE2569.The orthometric height was scaled from a topographic map.
 PE2569
 PE2569.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2569
 PE2569.The geoid height was determined by GEOID03.
 PE2569
 PE2569;                    North         East     Units Scale Factor Converg.
 PE2569;SPC ME E     -    97,035.393   279,803.055   MT  0.99990501   -0 10 41.8
 PE2569;UTM  19      - 4,931,855.586   519,530.965   MT  0.99960469   +0 10 20.8
 PE2569
 PE2569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2569!SPC ME E     -   1.00000421  x   0.99990501  =   0.99990922
 PE2569!UTM  19      -   1.00000421  x   0.99960469  =   0.99960890
 PE2569
 PE2569                          SUPERSEDED SURVEY CONTROL
 PE2569
 PE2569  NAD 83(1992)-  44 32 23.15519(N)    068 45 14.93716(W) AD(       ) 3
 PE2569  NAD 83(1986)-  44 32 23.14333(N)    068 45 14.93957(W) AD(       ) 3
 PE2569
 PE2569.Superseded values are not recommended for survey control.
 PE2569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2569.See file dsdata.txt to determine how the superseded data were derived.
 PE2569
 PE2569_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1953131856(NAD 83)
 PE2569_MARKER: Z = SEE DESCRIPTION
 PE2569_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 PE2569_SP_SET: OBJECT DRIVEN INTO GROUND
 PE2569_MAGNETIC: I = MARKER IS A STEEL ROD
 PE2569_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE2569
 PE2569  HISTORY     - Date     Condition        Report By
 PE2569  HISTORY     - 1983     MONUMENTED       NOS
 PE2569
 PE2569                          STATION DESCRIPTION
 PE2569
 PE2569'DESCRIBED BY NATIONAL OCEAN SERVICE 1983 (RST)
 PE2569'THE STATION IS LOCATED ON THE WEST SIDE OF THE ORLAND RIVER
 PE2569'JUST NORTH OF GROSS POINT.
 PE2569'
 PE2569'THE STATION MUST BE REACHED BY BOAT.
 PE2569'
 PE2569'THE STATION IS A 3/8 INCH STAINLESS STEEL ROD DRIVEN TO
 PE2569'REFUSAL TOPPED WITH A STAINLESS STEEL BOLT AND WASHER
 PE2569'STAMPED ---GRASS 1982---, THE ROD PROJECTS 0.2 FT ABOVE
 PE2569'GROUND LEVEL AND IS PROTECTED WITH 2 INCH PVC PIPE.
 PE2569'IT IS LOCATED
 PE2569'20.82 METERS (68.3 FT) SOUTHEAST FROM A RED OAK WITH A TRIANGLE
 PE2569'BLAZE,
 PE2569'13.1 METERS (43 FT) EAST FROM THE EAST EDGE OF THE TREE LINE, AND
 PE2569'10.4 METERS (34 FT) WEST FROM A LARGE ROCK THAT PROJECTS 4 FT
 PE2569'ABOVE THE HIGH WATER LINE.
 PE2569'
 PE2569'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.33 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1415 ***********************************************************************
 QF1415  DESIGNATION -  GRASSY IBC
 QF1415  PID         -  QF1415
 QF1415  STATE/COUNTY-  ME/WASHINGTON
 QF1415  USGS QUAD   -  LOON BAY (1988)
 QF1415
 QF1415                         *CURRENT SURVEY CONTROL
 QF1415  ___________________________________________________________________
 QF1415* NAD 83(1996)-  45 25 38.35196(N)    067 28 31.24628(W)     ADJUSTED  
 QF1415* NAVD 88     -        70.     (meters)     230.     (feet)  SCALED    
 QF1415  ___________________________________________________________________
 QF1415  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 QF1415  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 QF1415
 QF1415  HORZ ORDER  -  THIRD
 QF1415
 QF1415.The horizontal coordinates were established by classical geodetic methods
 QF1415.and adjusted by the National Geodetic Survey in March 1998..
 QF1415
 QF1415.The orthometric height was scaled from a topographic map.
 QF1415
 QF1415.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1415
 QF1415.The geoid height was determined by GEOID03.
 QF1415
 QF1415;                    North         East     Units Scale Factor Converg.
 QF1415;SPC ME E     -   196,140.142   380,179.853   MT  0.99997902   +0 43 47.9
 QF1415;UTM  19      - 5,031,552.591   619,269.292   MT  0.99977490   +1 05 10.4
 QF1415
 QF1415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1415!SPC ME E     -   0.99999276  x   0.99997902  =   0.99997178
 QF1415!UTM  19      -   0.99999276  x   0.99977490  =   0.99976766
 QF1415
 QF1415                          SUPERSEDED SURVEY CONTROL
 QF1415
 QF1415  NAD 83(1992)-  45 25 38.34805(N)    067 28 31.24387(W) AD(       ) 3
 QF1415  NAD 83(1986)-  45 25 38.35148(N)    067 28 31.25234(W) AD(       ) 3
 QF1415  NAD 27      -  45 25 38.09500(N)    067 28 33.24300(W) AD(       ) 3
 QF1415
 QF1415.Superseded values are not recommended for survey control.
 QF1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1415.See file dsdata.txt to determine how the superseded data were derived.
 QF1415
 QF1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL1926931553(NAD 83)
 QF1415_MARKER: DH = HORIZONTAL CONTROL DISK
 QF1415_SETTING: 80 = SET IN A BOULDER
 QF1415_SP_SET: SET IN A DRILL HOLE IN A BOULDER
 QF1415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1415+STABILITY: SURFACE MOTION
 QF1415
 QF1415  HISTORY     - Date     Condition        Report By
 QF1415  HISTORY     - 1924     MONUMENTED       IBC
 QF1415
 QF1415                          STATION DESCRIPTION
 QF1415
 QF1415'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1924 (JH)
 QF1415'ON THE W SHORE OF THE ST CROIX RIVER, ABOUT 7/8 MILE BELOW
 QF1415'MEETINGHOUSE ROCK, ON THE NARROW PORTION OF THE RIVER BETWEEN THE
 QF1415'UPPER AND MIDDLE GROUPS OF THE GRASSY ISLANDS.  STATION IS IN FRONT OF
 QF1415'THE OLD ELISHA KEENE HOME, ON THE EDGE OF THE SHORE, ON A
 QF1415'CONGLOMERATE BOULDER 1.5 METERS IN DIAMETER.  REFERENCE MONUMENT 160
 QF1415'IS ABOUT 120 METERS DOWNSTREAM FROM THE STATION.
 QF1415'
 QF1415'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE WITHIN A TRIANGLE
 QF1415'CUT IN THE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1410 ***********************************************************************
 QF1410  DESIGNATION -  GRASSY IS BM BM 5 IBC
 QF1410  PID         -  QF1410
 QF1410  STATE/COUNTY-  ME/WASHINGTON
 QF1410  USGS QUAD   -  LOON BAY (1988)
 QF1410
 QF1410                         *CURRENT SURVEY CONTROL
 QF1410  ___________________________________________________________________
 QF1410* NAD 83(1996)-  45 25 29.06360(N)    067 28 27.03042(W)     ADJUSTED  
 QF1410* NAVD 88     -        70.     (meters)     230.     (feet)  SCALED    
 QF1410  ___________________________________________________________________
 QF1410  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 QF1410  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 QF1410
 QF1410  HORZ ORDER  -  THIRD
 QF1410
 QF1410.The horizontal coordinates were established by classical geodetic methods
 QF1410.and adjusted by the National Geodetic Survey in March 1998..
 QF1410
 QF1410.The orthometric height was scaled from a topographic map.
 QF1410
 QF1410.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1410
 QF1410.The geoid height was determined by GEOID03.
 QF1410
 QF1410;                    North         East     Units Scale Factor Converg.
 QF1410;SPC ME E     -   195,854.587   380,275.147   MT  0.99997921   +0 43 50.7
 QF1410;UTM  19      - 5,031,267.692   619,366.340   MT  0.99977518   +1 05 13.3
 QF1410
 QF1410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1410!SPC ME E     -   0.99999276  x   0.99997921  =   0.99997197
 QF1410!UTM  19      -   0.99999276  x   0.99977518  =   0.99976794
 QF1410
 QF1410                          SUPERSEDED SURVEY CONTROL
 QF1410
 QF1410  NAD 83(1992)-  45 25 29.05974(N)    067 28 27.02805(W) AD(       ) 3
 QF1410  NAD 83(1986)-  45 25 29.06317(N)    067 28 27.03648(W) AD(       ) 3
 QF1410  NAD 27      -  45 25 28.80300(N)    067 28 29.02800(W) AD(       ) 3
 QF1410
 QF1410.Superseded values are not recommended for survey control.
 QF1410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1410.See file dsdata.txt to determine how the superseded data were derived.
 QF1410
 QF1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL1936631268(NAD 83)
 QF1410_MARKER: DB = BENCH MARK DISK
 QF1410_SETTING: 80 = SET IN A BOULDER
 QF1410_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF1410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1410+STABILITY: SURFACE MOTION
 QF1410
 QF1410  HISTORY     - Date     Condition        Report By
 QF1410  HISTORY     - 1917     MONUMENTED       IBC
 QF1410
 QF1410                          STATION DESCRIPTION
 QF1410
 QF1410'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (NWS)
 QF1410'ON THE W BANK OF THE ST CROIX RIVER, ABOUT HALFWAY DOWN THE
 QF1410'OPEN---KEENE---FIELD, AND OPPOSITE THE HEAD OF THE LARGEST ISLAND OF
 QF1410'THE MIDDLE GROUP OF GRASSY ISLANDS.
 QF1410'
 QF1410'STATION MARK IS A BRONZE BENCH - MARK DISK IN A DRILL HOLE IN A
 QF1410'LARGE ROCK NEAR THE BANK OF THE RIVER, 20 FEET FROM THE WATER, AND
 QF1410'50 FEET UPSTREAM FROM THE PLACE THE OPEN FIELD COMES DOWN TO THE
 QF1410'SHORE OF THE RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2272 ***********************************************************************
 OC2272  DESIGNATION -  GRASSY MOUND
 OC2272  PID         -  OC2272
 OC2272  STATE/COUNTY-  ME/YORK
 OC2272  USGS QUAD   -  KITTERY (1989)
 OC2272
 OC2272                         *CURRENT SURVEY CONTROL
 OC2272  ___________________________________________________________________
 OC2272* NAD 83(1996)-  43 06 40.72787(N)    070 44 01.62262(W)     ADJUSTED  
 OC2272* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 OC2272  ___________________________________________________________________
 OC2272  LAPLACE CORR-           3.34  (seconds)                    DEFLEC99
 OC2272  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 OC2272
 OC2272  HORZ ORDER  -  THIRD
 OC2272
 OC2272.The horizontal coordinates were established by classical geodetic methods
 OC2272.and adjusted by the National Geodetic Survey in March 1998..
 OC2272
 OC2272.The orthometric height was scaled from a topographic map.
 OC2272
 OC2272.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2272
 OC2272.The geoid height was determined by GEOID03.
 OC2272
 OC2272;                    North         East     Units Scale Factor Converg.
 OC2272;SPC ME W     -    31,036.497   853,841.751   MT  0.99999287   -0 23 15.3
 OC2272;SPC NH       -    68,330.349   375,928.387   MT  1.00003756   +0 38 15.3
 OC2272;SPC NH       -   224,180.49  1,233,358.38   sFT  1.00003756   +0 38 15.3
 OC2272;UTM  19      - 4,774,634.929   358,936.033   MT  0.99984479   -1 11 06.3
 OC2272
 OC2272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2272!SPC ME W     -   1.00000327  x   0.99999287  =   0.99999614
 OC2272!SPC NH       -   1.00000327  x   1.00003756  =   1.00004083
 OC2272!UTM  19      -   1.00000327  x   0.99984479  =   0.99984805
 OC2272
 OC2272:                Primary Azimuth Mark                     Grid Az
 OC2272:SPC ME W     -  PARKERS HILL                             116 10 21.2
 OC2272:SPC NH       -  PARKERS HILL                             115 08 50.6
 OC2272:UTM  19      -  PARKERS HILL                             116 58 12.2
 OC2272
 OC2272|---------------------------------------------------------------------|
 OC2272| PID    Reference Object                     Distance      Geod. Az  |
 OC2272|                                                           dddmmss.s |
 OC2272| OC2292 PARKERS HILL                        APPROX. 1.1 KM 1154705.9 |
 OC2272|---------------------------------------------------------------------|
 OC2272
 OC2272                          SUPERSEDED SURVEY CONTROL
 OC2272
 OC2272  NAD 83(1992)-  43 06 40.72682(N)    070 44 01.62254(W) AD(       ) 3
 OC2272  NAD 83(1986)-  43 06 40.73125(N)    070 44 01.62738(W) AD(       ) 3
 OC2272  NAD 27      -  43 06 40.40000(N)    070 44 03.46000(W) AD(       ) 3
 OC2272
 OC2272.Superseded values are not recommended for survey control.
 OC2272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2272.See file dsdata.txt to determine how the superseded data were derived.
 OC2272
 OC2272_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH5893674635(NAD 83)
 OC2272
 OC2272  HISTORY     - Date     Condition        Report By
 OC2272  HISTORY     - UNK      MONUMENTED
 OC2272  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OC2272
 OC2272                          STATION DESCRIPTION
 OC2272
 OC2272'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (EHK)
 OC2272'STATION WAS NOT RECOVERED.  THIS IS AN UNDESCRIBED TRIANGULATION
 OC2272'STATION.  A 1/2-HR. SEARCH IN THE AREA INDICATED BY THE
 OC2272'GEOGRAPHIC POSITION REVEALED NO TRACE OF A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1807 ***********************************************************************
 OC1807  DESIGNATION -  GRAVE
 OC1807  PID         -  OC1807
 OC1807  STATE/COUNTY-  ME/CUMBERLAND
 OC1807  USGS QUAD   -  PORTLAND WEST (1978)
 OC1807
 OC1807                         *CURRENT SURVEY CONTROL
 OC1807  ___________________________________________________________________
 OC1807* NAD 83(1996)-  43 38 10.02777(N)    070 16 48.70267(W)     ADJUSTED  
 OC1807* NAVD 88     -         7.4    (meters)      24.     (feet)  VERTCON   
 OC1807  ___________________________________________________________________
 OC1807  LAPLACE CORR-           3.63  (seconds)                    DEFLEC99
 OC1807  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 OC1807
 OC1807  HORZ ORDER  -  THIRD
 OC1807
 OC1807.The horizontal coordinates were established by classical geodetic methods
 OC1807.and adjusted by the National Geodetic Survey in March 1998..
 OC1807
 OC1807.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC1807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC1807
 OC1807.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1807
 OC1807.The geoid height was determined by GEOID03.
 OC1807
 OC1807;                    North         East     Units Scale Factor Converg.
 OC1807;SPC ME W     -    89,190.600   890,839.149   MT  0.99996770   -0 04 42.0
 OC1807;UTM  19      - 4,832,254.825   396,735.856   MT  0.99973116   -0 53 00.6
 OC1807
 OC1807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1807!SPC ME W     -   1.00000294  x   0.99996770  =   0.99997064
 OC1807!UTM  19      -   1.00000294  x   0.99973116  =   0.99973410
 OC1807
 OC1807:                Primary Azimuth Mark                     Grid Az
 OC1807:SPC ME W     -  MEDICAL                                  010 46 27.7
 OC1807:UTM  19      -  MEDICAL                                  011 34 46.3
 OC1807
 OC1807|---------------------------------------------------------------------|
 OC1807| PID    Reference Object                     Distance      Geod. Az  |
 OC1807|                                                           dddmmss.s |
 OC1807| OC1848 MEDICAL                             APPROX. 1.9 KM 0104145.7 |
 OC1807| OC1845 PORTLAND APT OBSTR LIGHT            APPROX. 1.2 KM 0172333.2 |
 OC1807| OC1839 SOUTH PORTLAND PWRHSE NE STACK      APPROX. 2.3 KM 0675302.7 |
 OC1807| OC1729 SOUTH PORTLAND TODD BATH TANK       APPROX. 4.2 KM 0720429.7 |
 OC1807| OC1841 GRAVE 1941 RM 1                      18.245 METERS 09035     |
 OC1807| OC1789 SOUTH PORTLAND CONG SPIRE           APPROX. 3.3 KM 0921429.4 |
 OC1807| OC1840 GRAVE PT A                           18.243 METERS 14457     |
 OC1807| OC1864 SOUTH PORTLAND METH SPIRE           APPROX. 0.8 KM 1995658.2 |
 OC1807| CE8190 GRAVE RM 2                           48.570 METERS 27146     |
 OC1807| OC1796 WESTBROOK STACK                     APPROX. 8.0 KM 3123708.7 |
 OC1807| OC1861 PORTLAND RAD STA WGAN W MAST        APPROX. 6.7 KM 3324604.5 |
 OC1807| OC1862 PORTLAND RAD STA WGAN E MAST        APPROX. 6.7 KM 3334858.6 |
 OC1807|---------------------------------------------------------------------|
 OC1807
 OC1807                          SUPERSEDED SURVEY CONTROL
 OC1807
 OC1807  NAD 83(1992)-  43 38 10.02642(N)    070 16 48.70359(W) AD(       ) 3
 OC1807  NAD 83(1986)-  43 38 10.03236(N)    070 16 48.70925(W) AD(       ) 3
 OC1807  NAD 27      -  43 38 09.74000(N)    070 16 50.55000(W) AD(       ) 3
 OC1807  NGVD 29 (07/19/86)    7.6    (m)           25.     (f) VERT ANG       
 OC1807
 OC1807.Superseded values are not recommended for survey control.
 OC1807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1807.See file dsdata.txt to determine how the superseded data were derived.
 OC1807
 OC1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9673632255(NAD 83)
 OC1807_MARKER: DS = TRIANGULATION STATION DISK
 OC1807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC1807_STAMPING: GRAVE 1941
 OC1807_MARK LOGO: CGS   
 OC1807_MAGNETIC: N = NO MAGNETIC MATERIAL
 OC1807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC1807+STABILITY: SURFACE MOTION
 OC1807
 OC1807  HISTORY     - Date     Condition        Report By
 OC1807  HISTORY     - 1941     MONUMENTED       CGS
 OC1807  HISTORY     - 1975     GOOD             NGS
 OC1807  HISTORY     - 19910620 GOOD             USPSQD
 OC1807  HISTORY     - 19910725 GOOD             USCG
 OC1807  HISTORY     - 20060813 GOOD             USPSQD
 OC1807
 OC1807                          STATION DESCRIPTION
 OC1807
 OC1807'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FLP)
 OC1807'STATION IS ON THE S SIDE OF FORE RIVER, 1/4 MILE E OF THE VAUGHN
 OC1807'STREET BRIDGE, ALONG THE N SIDE OF THE FOREST CITY CEMETERY.  MARK
 OC1807'IS BETWEEN THE DIRT ROAD ALONG THE N EDGE OF THE CEMETERY AND
 OC1807'THE EDGE OF THE BLUFF, 7 FEET FROM CENTER OF ROAD AND 3 FEET
 OC1807'FROM EDGE OF BLUFF, AND ABOUT 200 FEET FROM WESTERN EDGE OF
 OC1807'CEMETERY.
 OC1807'
 OC1807'STATION MARK AND REFERENCE MARK NO. 1 ARE STANDARD DISKS
 OC1807'STAMPED 1941 AND SET IN CONCRETE.
 OC1807'
 OC1807'REFERENCE MARK NO. 2 IS A CROSS IN A COPPER BOLT SET IN A
 OC1807'CYLINDER OF CONCRETE FLUSH WITH THE GROUND.
 OC1807
 OC1807                          STATION RECOVERY (1975)
 OC1807
 OC1807'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 OC1807'THE STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 OC1807'CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OC1807'
 OC1807'THE STATION IS LOCATED IN THE CITY OF SOUTH PORTLAND ABOUT 1/4
 OC1807'MILE SOUTH OF FORE RIVER, 1-1/2 MILES SOUTHEAST OF THE PORTLAND
 OC1807'INTERNATIONAL JETPORT IN THE NORTHERN PART OF THE FOREST CITY
 OC1807'CEMETERY.
 OC1807'
 OC1807'TO REACH THE STATION FROM THE MIDDLE OF THE INTERSTATE 295 FORE
 OC1807'RIVER BRIDGE, GO SOUTH FOR 0.45 MILE ON INTERSTATE 295 TO THE EXIT
 OC1807'FOR U.S. ROUTE 1 SOUTH.  TAKE THE EXIT AND GO SOUTHEAST FOR 0.55
 OC1807'MILES TO THE EXIT FOR STATE ROUTE 77, BEAR RIGHT AND PROCEED
 OC1807'EASTERLY FOR 0.3 MILE TO INTERSECTION, CONTINUE STRAIGHT AHEAD
 OC1807'FOR 0.15 MILE TO CEMETERY ENTRANCE ON LEFT.  HERE TURN LEFT AND
 OC1807'PASS TO THE LEFT OF A BRICK BUILDING AND FOLLOW CEMETERY ROAD FOR
 OC1807'0.10 MILE TO THE CEMETERY OFFICE ON THE RIGHT.  AT THIS
 OC1807'JUNCTION TURN LEFT AND GO NORTH FOR 0.05 MILE AND THEN BEAR
 OC1807'RIGHT AND GO EAST ON CEMETERY ROAD TO THE MARK ON THE LEFT
 OC1807'ACROSS FROM THE JUNCTION WITH VERANDA AVENUE ON THE RIGHT.
 OC1807'
 OC1807'THE STATION IS A STANDARD DISK STAMPED 1941 SET IN CONCRETE.  IT
 OC1807'IS 8.7 FEET SOUTHEAST OF A 12-INCH SPRUCE TREE, 12.8 FEET NORTH
 OC1807'OF THE CENTER LINE OF CEMETERY ROAD, 77.4 FEET NORTHWEST OF THE
 OC1807'JUNCTION OF CEMETERY ROAD AND OCEAN AVENUE AND IT IS ABOUT 4-1/2
 OC1807'FEET FROM THE EDGE OF THE BLUFF.
 OC1807'
 OC1807'REFERENCE MARK 1 IS A STANDARD DISK STAMPED 1941 SET IN A CONCRETE
 OC1807'POST WHICH IS ABOUT 1 INCH BELOW THE GROUND.  IT IS 10.2 FEET NORTH
 OC1807'OF THE CENTER LINE OF CEMETERY ROAD, 20.0 FEET NORTHWEST OF THE
 OC1807'JUNCTION OF CEMETERY ROAD AND OCEAN AVENUE AND 6.5 FEET SOUTH OF
 OC1807'THE EDGE OF THE BLUFF.
 OC1807'
 OC1807'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 OC1807'
 OC1807'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OC1807'ABOUT IN THE CENTER OF SOUTH PORTLAND.
 OC1807
 OC1807                          STATION RECOVERY (1991)
 OC1807
 OC1807'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OC1807'RECOVERED IN GOOD CONDITION.
 OC1807
 OC1807                          STATION RECOVERY (1991)
 OC1807
 OC1807'RECOVERY NOTE BY US COAST GUARD 1991 (QJJ)
 OC1807'STATION IS 5 FEET (1.5 M) EAST OF TWO PROMINENT PINE TREES. RECOVERED
 OC1807'AS DESCRIBED.
 OC1807
 OC1807                          STATION RECOVERY (2006)
 OC1807
 OC1807'RECOVERY NOTE BY US POWER SQUADRON 2006 (AMW)
 OC1807'AS A RESULT OF VANDALS THE ROAD NAMES IN THE CEMETERY ARE MOSTLY
 OC1807'NONEXISTANT. USING THE LAT-LO AND THE SPRUCE TREE, THE MARK WAS FOUND.
 OC1807'THE MEASUREMENTS FIT THE TWO ROAD LOCATIONS LISTED. THE MARK HAS A
 OC1807'TRIANGLE WITH THA DOT IN ITS CENTER AND IS STAMPED 1941. A PROBLEM
 OC1807'EXISTS IN THAT THE GRAVE RM1 OC1841 DATA SHEET IS IDENTICAL IN
 OC1807'EVERYTHING EXCEPT A VERY SMALL DIFFERENCE IN LAT-LO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1841 ***********************************************************************
 OC1841  DESIGNATION -  GRAVE 1941 RM 1
 OC1841  PID         -  OC1841
 OC1841  STATE/COUNTY-  ME/CUMBERLAND
 OC1841  USGS QUAD   -  PORTLAND WEST (1978)
 OC1841
 OC1841                         *CURRENT SURVEY CONTROL
 OC1841  ___________________________________________________________________
 OC1841* NAD 83(1996)-  43 38 10.02170(N)    070 16 47.88877(W)     ADJUSTED  
 OC1841* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 OC1841  ___________________________________________________________________
 OC1841  LAPLACE CORR-           3.63  (seconds)                    DEFLEC99
 OC1841  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 OC1841
 OC1841  HORZ ORDER  -  SECOND
 OC1841
 OC1841.The horizontal coordinates were established by classical geodetic methods
 OC1841.and adjusted by the National Geodetic Survey in March 1998..
 OC1841
 OC1841.The orthometric height was scaled from a topographic map.
 OC1841
 OC1841.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1841
 OC1841.The geoid height was determined by GEOID03.
 OC1841
 OC1841;                    North         East     Units Scale Factor Converg.
 OC1841;SPC ME W     -    89,190.388   890,857.391   MT  0.99996769   -0 04 41.5
 OC1841;UTM  19      - 4,832,254.356   396,754.090   MT  0.99973112   -0 53 00.1
 OC1841
 OC1841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1841!SPC ME W     -   1.00000288  x   0.99996769  =   0.99997057
 OC1841!UTM  19      -   1.00000288  x   0.99973112  =   0.99973400
 OC1841
 OC1841                          SUPERSEDED SURVEY CONTROL
 OC1841
 OC1841  NAD 83(1992)-  43 38 10.02035(N)    070 16 47.88968(W) AD(       ) 2
 OC1841  NAD 83(1986)-  43 38 10.02629(N)    070 16 47.89535(W) AD(       ) 2
 OC1841  NAD 27      -  43 38 09.73389(N)    070 16 49.73497(W) AD(       ) 2
 OC1841
 OC1841.Superseded values are not recommended for survey control.
 OC1841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1841.See file dsdata.txt to determine how the superseded data were derived.
 OC1841
 OC1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9675432254(NAD 83)
 OC1841_MARKER: DS = TRIANGULATION STATION DISK
 OC1841_SETTING: 0 = UNSPECIFIED SETTING
 OC1841_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC1841
 OC1841  HISTORY     - Date     Condition        Report By
 OC1841  HISTORY     - 1975     MONUMENTED       NGS
 OC1841  HISTORY     - 20060813 MARK NOT FOUND   USPSQD
 OC1841
 OC1841                          STATION DESCRIPTION
 OC1841
 OC1841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (FLP)
 OC1841'MARK IS A STANDARD DISK STAMPED 1941 SET IN A CONCRETE POST
 OC1841'WHICH IS ABOUT 1 INCH BELOW THE GROUND.  IT IS 10.2 FEET NORTH OF
 OC1841'THE CENTERLINE OF CEMETERY ROAD, 20.0 FEET NORTHWEST OF THE
 OC1841'JUNCTION OF CEMETERY ROAD AND OCEAN AVENUE AND 6.5 FEET SOUTH OF
 OC1841'THE EDGE OF THE BLUFF.
 OC1841
 OC1841                          STATION RECOVERY (2006)
 OC1841
 OC1841'RECOVERY NOTE BY US POWER SQUADRON 2006 (AMW)
 OC1841'AS A RESULT OF VANDALS THE ROAD NAMES IN THE CEMETERY ARE MOSTLY
 OC1841'NONEXISTANT. USING THE LAT-LO , THE MARK WAS NOT FOUND. ITS
 OC1841'MEASUREMENTS FIT THE TWO ROAD LOCATIONS LISTED IN THE DATA SHEET FOR
 OC1841'THE STATION GRAVE 1941. A PROBLEM EXISTS IN THAT THE GRAVE RM1 OC1807
 OC1841'DATA SHEET IS IDENTICAL TO GRAVE OC1807 IN EVERYTHING EXCEPT A VERY
 OC1841'SMALL DIFFERENCE IN LAT-LO. IT APPEARS THAT THE TWO MARKS SHOULD BE
 OC1841'NEARLY SIDE BY SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1040 ***********************************************************************
 PD1040  DESIGNATION -  GRAVEL PIT
 PD1040  PID         -  PD1040
 PD1040  STATE/COUNTY-  ME/WASHINGTON
 PD1040  USGS QUAD   -  HADLEY LAKE (1987)
 PD1040
 PD1040                         *CURRENT SURVEY CONTROL
 PD1040  ___________________________________________________________________
 PD1040* NAD 83(1996)-  44 49 44.44919(N)    067 25 06.49618(W)     ADJUSTED  
 PD1040* NAVD 88     -       122.     (meters)     400.     (feet)  SCALED    
 PD1040  ___________________________________________________________________
 PD1040  LAPLACE CORR-           6.80  (seconds)                    DEFLEC99
 PD1040  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 PD1040
 PD1040  HORZ ORDER  -  THIRD
 PD1040
 PD1040.The horizontal coordinates were established by classical geodetic methods
 PD1040.and adjusted by the National Geodetic Survey in March 1998..
 PD1040
 PD1040.The orthometric height was scaled from a topographic map.
 PD1040
 PD1040.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1040
 PD1040.The geoid height was determined by GEOID03.
 PD1040
 PD1040;                    North         East     Units Scale Factor Converg.
 PD1040;SPC ME E     -   129,712.760   385,519.859   MT  0.99998991   +0 45 45.1
 PD1040;UTM  19      - 4,965,172.852   625,018.961   MT  0.99979220   +1 06 54.4
 PD1040
 PD1040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD1040!SPC ME E     -   0.99998454  x   0.99998991  =   0.99997445
 PD1040!UTM  19      -   0.99998454  x   0.99979220  =   0.99977675
 PD1040
 PD1040:                Primary Azimuth Mark                     Grid Az
 PD1040:SPC ME E     -  NORTHFIELD USGS 1928                     263 14 17.6
 PD1040:UTM  19      -  NORTHFIELD USGS 1928                     262 53 08.3
 PD1040
 PD1040|---------------------------------------------------------------------|
 PD1040| PID    Reference Object                     Distance      Geod. Az  |
 PD1040|                                                           dddmmss.s |
 PD1040| PD1089 NORTHFIELD USGS 1928                APPROX.12.8 KM 2640002.7 |
 PD1040|---------------------------------------------------------------------|
 PD1040
 PD1040                          SUPERSEDED SURVEY CONTROL
 PD1040
 PD1040  NAD 83(1992)-  44 49 44.44604(N)    067 25 06.49613(W) AD(       ) 3
 PD1040  NAD 83(1986)-  44 49 44.44627(N)    067 25 06.50050(W) AD(       ) 3
 PD1040  NAD 27      -  44 49 44.17436(N)    067 25 08.54033(W) AD(       ) 3
 PD1040
 PD1040.Superseded values are not recommended for survey control.
 PD1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1040.See file dsdata.txt to determine how the superseded data were derived.
 PD1040
 PD1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK2501965173(NAD 83)
 PD1040_MARKER: DD = SURVEY DISK
 PD1040_SETTING: 66 = SET IN ROCK OUTCROP
 PD1040_SP_SET: SET IN ROCK OUTCROP
 PD1040_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD1040_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD1040+STABILITY: POSITION/ELEVATION WELL
 PD1040
 PD1040  HISTORY     - Date     Condition        Report By
 PD1040  HISTORY     - 1928     MONUMENTED       USGS
 PD1040
 PD1040                          STATION DESCRIPTION
 PD1040
 PD1040'DESCRIBED BY US GEOLOGICAL SURVEY 1928 (TTR)
 PD1040'LOCATED IN NE. 1/4 OF EAST MACHIAS TOWNSHIP, 300 FT E. OF CRAWFORD-
 PD1040'EAST MACHIAS HWY. AND 0.4 MI S. OF MCGEORGES CROSSING, A FLAG STATION
 PD1040'ON THE CALAIS BRANCH OF MAINE CENTRAL RR., 0.2 MI N. OF LARGE GRAVEL
 PD1040'PIT, 5.0 MI N. OF JACK, ON N. END OF SMALL CLEARED HILL, AND IS
 PD1040'VISIBLE FROM RD.  STATION MARK-  STANDARD DISK IN ROCK OUTCROP,
 PD1040'STAMPED---Y 1928---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0601 ***********************************************************************
 OB0601  DESIGNATION -  GRAVES
 OB0601  PID         -  OB0601
 OB0601  STATE/COUNTY-  ME/CUMBERLAND
 OB0601  USGS QUAD   -  BRUNSWICK (1980)
 OB0601
 OB0601                         *CURRENT SURVEY CONTROL
 OB0601  ___________________________________________________________________
 OB0601* NAD 83(1996)-  43 55 09.53074(N)    069 54 33.97586(W)     ADJUSTED  
 OB0601* NAVD 88     -                                                        
 OB0601  ___________________________________________________________________
 OB0601  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 OB0601  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 OB0601
 OB0601  HORZ ORDER  -  THIRD
 OB0601
 OB0601.The horizontal coordinates were established by classical geodetic methods
 OB0601.and adjusted by the National Geodetic Survey in March 1998..
 OB0601
 OB0601
 OB0601.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0601
 OB0601.The geoid height was determined by GEOID03.
 OB0601
 OB0601;                    North         East     Units Scale Factor Converg.
 OB0601;SPC ME W     -   120,680.688   920,658.606   MT  0.99997191   +0 10 42.3
 OB0601;UTM  19      - 4,863,313.248   426,987.778   MT  0.99966556   -0 37 51.1
 OB0601
 OB0601                          SUPERSEDED SURVEY CONTROL
 OB0601
 OB0601  NAD 83(1992)-  43 55 09.52929(N)    069 54 33.97522(W) AD(       ) 4
 OB0601  NAD 83(1986)-  43 55 09.53502(N)    069 54 33.98026(W) AD(       ) 4
 OB0601  NAD 27      -  43 55 09.28000(N)    069 54 35.80000(W) AD(       ) 3
 OB0601
 OB0601.Superseded values are not recommended for survey control.
 OB0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0601.See file dsdata.txt to determine how the superseded data were derived.
 OB0601
 OB0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ2698863313(NAD 83)
 OB0601
 OB0601  HISTORY     - Date     Condition        Report By
 OB0601  HISTORY     - 1871     MONUMENTED       COASUR
 OB0601  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0601
 OB0601                          STATION DESCRIPTION
 OB0601
 OB0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (HOF)
 OB0601'A SEARCH WAS MADE BUT NO TRACE OF STATION FOUND.  AIR COMPILATION
 OB0601'AND PLANE TABLE METHODS MIGHT LOCATE THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1962 ***********************************************************************
 OC1962  DESIGNATION -  GRAY
 OC1962  PID         -  OC1962
 OC1962  STATE/COUNTY-  ME/CUMBERLAND
 OC1962  USGS QUAD   -  GRAY (1980)
 OC1962
 OC1962                         *CURRENT SURVEY CONTROL
 OC1962  ___________________________________________________________________
 OC1962* NAD 83(1996)-  43 53 01.59753(N)    070 20 01.26243(W)     ADJUSTED  
 OC1962* NAVD 88     -        82.9    (meters)     272.     (feet)  VERTCON   
 OC1962  ___________________________________________________________________
 OC1962  LAPLACE CORR-           3.71  (seconds)                    DEFLEC99
 OC1962  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 OC1962
 OC1962  HORZ ORDER  -  SECOND
 OC1962
 OC1962.The horizontal coordinates were established by classical geodetic methods
 OC1962.and adjusted by the National Geodetic Survey in March 1998..
 OC1962
 OC1962.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC1962.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC1962
 OC1962.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1962
 OC1962.The geoid height was determined by GEOID03.
 OC1962
 OC1962;                    North         East     Units Scale Factor Converg.
 OC1962;SPC ME W     -   116,713.685   886,578.500   MT  0.99996888   -0 06 56.8
 OC1962;UTM  19      - 4,859,828.785   392,864.170   MT  0.99974117   -0 55 28.5
 OC1962
 OC1962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1962!SPC ME W     -   0.99999114  x   0.99996888  =   0.99996002
 OC1962!UTM  19      -   0.99999114  x   0.99974117  =   0.99973231
 OC1962
 OC1962|---------------------------------------------------------------------|
 OC1962| PID    Reference Object                     Distance      Geod. Az  |
 OC1962|                                                           dddmmss.s |
 OC1962| CE8191 GRAY RM 1                            19.853 METERS 04829     |
 OC1962| OC1975 GRAY NETT MICROWAVE                 APPROX. 3.9 KM 1883840.3 |
 OC1962| OC1963 GRAY AZ MK                          APPROX. 0.6 KM 2584551.7 |
 OC1962| CE8192 GRAY RM 2                             9.042 METERS 32535     |
 OC1962|---------------------------------------------------------------------|
 OC1962
 OC1962                          SUPERSEDED SURVEY CONTROL
 OC1962
 OC1962  NAD 83(1992)-  43 53 01.59635(N)    070 20 01.26276(W) AD(       ) 2
 OC1962  NAD 83(1986)-  43 53 01.60260(N)    070 20 01.26771(W) AD(       ) 2
 OC1962  NAD 27      -  43 53 01.32558(N)    070 20 03.07129(W) AD(       ) 2
 OC1962  NGVD 29 (07/19/86)   83.1    (m)          273.     (f) VERT ANG       
 OC1962
 OC1962.Superseded values are not recommended for survey control.
 OC1962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1962.See file dsdata.txt to determine how the superseded data were derived.
 OC1962
 OC1962_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9286459829(NAD 83)
 OC1962_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OC1962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC1962_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC1962
 OC1962  HISTORY     - Date     Condition        Report By
 OC1962  HISTORY     - 1977     MONUMENTED       NGS
 OC1962
 OC1962                          STATION DESCRIPTION
 OC1962
 OC1962'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLO)
 OC1962'THE STATION IS LOCATED AT THE ENTRANCE TO THE MAINE TURNPIKE
 OC1962'IN GRAY, IN THE WEST TRAFFIC ISLAND AT THE JUNCTION WITH
 OC1962'ROUTES 4, 202 AND 115, JUST NORTH OF THE TOLL BOOTH.
 OC1962'
 OC1962'TO REACH THE AZIMUTH FROM THE STATION GO WEST ON ROUTES 4,
 OC1962'202 AND 115 FOR 0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 OC1962'
 OC1962'THE STATION MARKS ARE STANDARD DISKS STAMPED---GRAY 1976---.
 OC1962'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OC1962'CONCRETE POST WHICH IS ABOUT 1 INCH BELOW THE GROUND SURFACE.
 OC1962'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 OC1962'CONCRETE WHICH IS ABOUT 48 INCHES BELOW THE GROUND SURFACE.
 OC1962'THEY ARE 72.0 FEET SOUTH OF THE CENTERLINE OF ROUTES 4, 202 AND
 OC1962'115, 2.5 FEET NORTH OF A METAL WITNESS POST AND 129.0 FEET WEST
 OC1962'OF POWER POLE NUMBER 6. A 3/8 BY 24 INCH STEEL BAR WAS
 OC1962'INSTALLED IN THE STATION MARK.
 OC1962'
 OC1962'REFERENCE MARK 1, STAMPED---GRAY NO 1 1976---, IS A STANDARD
 OC1962'DISK CEMENTED IN A DRILL HOLE IN THE SOUTHWEST CORNER OF A
 OC1962'CONCRETE CATCH BASIN. IT IS 77.0 FEET NORTHWEST OF POWER POLE
 OC1962'NUMBER 6 AND 42.0 FEET SOUTH OF THE CENTERLINE OF ROUTES 4, 202
 OC1962'AND 115.
 OC1962'
 OC1962'REFERENCE MARK 2, STAMPED---GRAY NO 2 1976---, IS A STANDARD
 OC1962'DISK CEMENTED IN A DRILL HOLE IN THE SOUTHWEST CORNER OF A
 OC1962'CONCRETE CATCH BASIN. IT IS 142 FEET WEST-NORTHWEST OF POWER
 OC1962'POLE NUMBER 6 AND 44.0 FEET SOUTH OF THE CENTERLINE OF ROUTES
 OC1962'4, 202 AND 115.
 OC1962'
 OC1962'THE AZIMUTH MARK STAMPED---GRAY 1976---, IS A STANDARD DISK
 OC1962'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST WHICH IS
 OC1962'FLUSH WITH THE GROUND SURFACE. IT IS 26.0 FEET NORTH OF THE
 OC1962'CENTERLINE OF ROUTES 4, 202 AND 115, 2.5 FEET SOUTH OF A METAL
 OC1962'WITNESS POST AND 75.0 FEET NORTHEAST OF POWER POLE NUMBER 21.
 OC1962'
 OC1962'THE HEIGHT OF LIGHT ABOVE THE STATION WAS 1.4 METERS.
 OC1962'
 OC1962'DESCRIBED BY JOHN R. HIGGINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1011 ***********************************************************************
 PD1011  DESIGNATION -  GRAY
 PD1011  PID         -  PD1011
 PD1011  STATE/COUNTY-  ME/WASHINGTON
 PD1011  USGS QUAD   -  MACHIAS (1977)
 PD1011
 PD1011                         *CURRENT SURVEY CONTROL
 PD1011  ___________________________________________________________________
 PD1011* NAD 83(1996)-  44 37 32.27205(N)    067 24 23.48230(W)     ADJUSTED  
 PD1011* NAVD 88     -                                                        
 PD1011  ___________________________________________________________________
 PD1011  LAPLACE CORR-           4.67  (seconds)                    DEFLEC99
 PD1011  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 PD1011
 PD1011  HORZ ORDER  -  THIRD
 PD1011
 PD1011.The horizontal coordinates were established by classical geodetic methods
 PD1011.and adjusted by the National Geodetic Survey in March 1998..
 PD1011
 PD1011
 PD1011.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1011
 PD1011.The geoid height was determined by GEOID03.
 PD1011
 PD1011;                    North         East     Units Scale Factor Converg.
 PD1011;SPC ME E     -   107,126.438   386,768.204   MT  0.99999255   +0 46 05.5
 PD1011;UTM  19      - 4,942,599.071   626,405.755   MT  0.99979649   +1 07 10.3
 PD1011
 PD1011                          SUPERSEDED SURVEY CONTROL
 PD1011
 PD1011  NAD 83(1992)-  44 37 32.26777(N)    067 24 23.48008(W) AD(       ) 4
 PD1011  NAD 83(1986)-  44 37 32.26364(N)    067 24 23.48254(W) AD(       ) 4
 PD1011  NAD 27      -  44 37 31.98000(N)    067 24 25.53000(W) AD(       ) 3
 PD1011
 PD1011.Superseded values are not recommended for survey control.
 PD1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1011.See file dsdata.txt to determine how the superseded data were derived.
 PD1011
 PD1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK2640642599(NAD 83)
 PD1011
 PD1011  HISTORY     - Date     Condition        Report By
 PD1011  HISTORY     - UNK      MONUMENTED
 PD1011  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD1011
 PD1011                          STATION DESCRIPTION
 PD1011
 PD1011'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD1011'THE AREA AROUND THE PLOTTED POSITION OF THIS STATION WAS SEARCHED
 PD1011'BUT NO EVIDENCE OF THE STATION COULD BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1963 ***********************************************************************
 OC1963  DESIGNATION -  GRAY AZ MK
 OC1963  PID         -  OC1963
 OC1963  STATE/COUNTY-  ME/CUMBERLAND
 OC1963  USGS QUAD   -  GRAY (1980)
 OC1963
 OC1963                         *CURRENT SURVEY CONTROL
 OC1963  ___________________________________________________________________
 OC1963* NAD 83(1996)-  43 52 57.86104(N)    070 20 27.26205(W)     ADJUSTED  
 OC1963* NAVD 88     -        75.0    (meters)     246.     (feet)  VERTCON   
 OC1963  ___________________________________________________________________
 OC1963  LAPLACE CORR-           3.74  (seconds)                    DEFLEC99
 OC1963  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 OC1963
 OC1963  HORZ ORDER  -  SECOND
 OC1963
 OC1963.The horizontal coordinates were established by classical geodetic methods
 OC1963.and adjusted by the National Geodetic Survey in March 1998..
 OC1963
 OC1963.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC1963.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC1963
 OC1963.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1963
 OC1963.The geoid height was determined by GEOID03.
 OC1963
 OC1963;                    North         East     Units Scale Factor Converg.
 OC1963;SPC ME W     -   116,599.565   885,997.888   MT  0.99996908   -0 07 14.8
 OC1963;UTM  19      - 4,859,722.896   392,282.137   MT  0.99974271   -0 55 46.5
 OC1963
 OC1963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1963!SPC ME W     -   0.99999238  x   0.99996908  =   0.99996146
 OC1963!UTM  19      -   0.99999238  x   0.99974271  =   0.99973509
 OC1963
 OC1963:                Primary Azimuth Mark                     Grid Az
 OC1963:SPC ME W     -  GRAY                                     078 52 48.5
 OC1963:UTM  19      -  GRAY                                     079 41 20.2
 OC1963
 OC1963|---------------------------------------------------------------------|
 OC1963| PID    Reference Object                     Distance      Geod. Az  |
 OC1963|                                                           dddmmss.s |
 OC1963| OC1962 GRAY                                APPROX. 0.6 KM 0784533.7 |
 OC1963|---------------------------------------------------------------------|
 OC1963
 OC1963                          SUPERSEDED SURVEY CONTROL
 OC1963
 OC1963  NAD 83(1992)-  43 52 57.85987(N)    070 20 27.26237(W) AD(       ) 2
 OC1963  NAD 83(1986)-  43 52 57.86615(N)    070 20 27.26725(W) AD(       ) 2
 OC1963  NAD 27      -  43 52 57.58932(N)    070 20 29.07011(W) AD(       ) 2
 OC1963  NGVD 29 (07/19/86)   75.2    (m)          247.     (f) VERT ANG       
 OC1963
 OC1963.Superseded values are not recommended for survey control.
 OC1963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1963.See file dsdata.txt to determine how the superseded data were derived.
 OC1963
 OC1963_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9228259723(NAD 83)
 OC1963_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OC1963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC1963_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC1963
 OC1963  HISTORY     - Date     Condition        Report By
 OC1963  HISTORY     - 1977     MONUMENTED       NGS
 OC1963
 OC1963                          STATION DESCRIPTION
 OC1963
 OC1963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLO)
 OC1963'THIS STATION WAS ESTABLISHED BY AN EDM MEASUREMENT FROM
 OC1963'TRAVERSE STATION GRAY.  SEE DESCRIPTION THEREOF.
 OC1963'
 OC1963'THE HEIGHT OF THE LIGHT ABOVE THE STATION MARK WAS 1.0 METER.
 OC1963'
 OC1963'DESCRIBED BY GREGORY S. NELSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1975 ***********************************************************************
 OC1975  DESIGNATION -  GRAY NETT MICROWAVE
 OC1975  PID         -  OC1975
 OC1975  STATE/COUNTY-  ME/CUMBERLAND
 OC1975  USGS QUAD   -  CUMBERLAND CENTER (1975)
 OC1975
 OC1975                         *CURRENT SURVEY CONTROL
 OC1975  ___________________________________________________________________
 OC1975* NAD 83(1996)-  43 50 56.78666(N)    070 20 27.48209(W)     ADJUSTED  
 OC1975* NAVD 88     -                                                        
 OC1975  ___________________________________________________________________
 OC1975  LAPLACE CORR-           3.76  (seconds)                    DEFLEC99
 OC1975  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 OC1975
 OC1975  HORZ ORDER  -  THIRD
 OC1975
 OC1975.The horizontal coordinates were established by classical geodetic methods
 OC1975.and adjusted by the National Geodetic Survey in March 1998..
 OC1975
 OC1975
 OC1975.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1975
 OC1975.The geoid height was determined by GEOID03.
 OC1975
 OC1975;                    North         East     Units Scale Factor Converg.
 OC1975;SPC ME W     -   112,862.885   885,985.099   MT  0.99996908   -0 07 14.7
 OC1975;UTM  19      - 4,855,987.615   392,216.634   MT  0.99974289   -0 55 44.6
 OC1975
 OC1975                          SUPERSEDED SURVEY CONTROL
 OC1975
 OC1975  NAD 83(1992)-  43 50 56.78548(N)    070 20 27.48250(W) AD(       ) 4
 OC1975  NAD 83(1986)-  43 50 56.79177(N)    070 20 27.48765(W) AD(       ) 4
 OC1975  NAD 27      -  43 50 56.51468(N)    070 20 29.29170(W) AD(       ) 3
 OC1975
 OC1975.Superseded values are not recommended for survey control.
 OC1975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1975.See file dsdata.txt to determine how the superseded data were derived.
 OC1975
 OC1975_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9221755988(NAD 83)
 OC1975_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OC1975+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2005
 OC1975
 OC1975  HISTORY     - Date     Condition        Report By
 OC1975  HISTORY     - 1977     MONUMENTED       NGS
 OC1975  HISTORY     - 20050606 GOOD             GEOCAC
 OC1975
 OC1975                          STATION DESCRIPTION
 OC1975
 OC1975'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (ALB)
 OC1975'THE STATION, GRAY NEW ENGLAND TELEPHONE AND TELEGRAPH COMPANY
 OC1975'MICROWAVE, IS LOCATED 2.5 MILES SOUTH-SOUTHWEST OF GRAY ON
 OC1975'DUTTON HILL. IT IS A 50 FOOT TALL, 4-LEGGED GALVANIZED TOWER
 OC1975'WITH SEVERAL MICROWAVE DISHES. THE CALL LETTERS ARE KCK-89.
 OC1975'THE POINT INTERSECTED WAS TOP CENTER.
 OC1975'
 OC1975'DESCRIBED BY JOHN R. HIGGINS.
 OC1975
 OC1975                          STATION RECOVERY (2005)
 OC1975
 OC1975'RECOVERY NOTE BY GEOCACHING 2005 (JKS)
 OC1975'RECOVERED AS DESCRIBED. JKS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1520 ***********************************************************************
 OC1520  DESIGNATION -  GREAT CHEBEAG IS CHURCH BELFRY
 OC1520  PID         -  OC1520
 OC1520  STATE/COUNTY-  ME/CUMBERLAND
 OC1520  USGS QUAD   -  SOUTH HARPSWELL (1975)
 OC1520
 OC1520                         *CURRENT SURVEY CONTROL
 OC1520  ___________________________________________________________________
 OC1520* NAD 83(1996)-  43 44 11.75648(N)    070 07 20.85850(W)     ADJUSTED  
 OC1520* NAVD 88     -                                                        
 OC1520  ___________________________________________________________________
 OC1520  LAPLACE CORR-           3.53  (seconds)                    DEFLEC99
 OC1520  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 OC1520
 OC1520  HORZ ORDER  -  THIRD
 OC1520
 OC1520.The horizontal coordinates were established by classical geodetic methods
 OC1520.and adjusted by the National Geodetic Survey in March 1998..
 OC1520
 OC1520
 OC1520.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1520
 OC1520.The geoid height was determined by GEOID03.
 OC1520
 OC1520;                    North         East     Units Scale Factor Converg.
 OC1520;SPC ME W     -   100,348.880   903,561.122   MT  0.99996682   +0 01 50.0
 OC1520;UTM  19      - 4,843,230.305   409,610.275   MT  0.99970049   -0 46 33.8
 OC1520
 OC1520                          SUPERSEDED SURVEY CONTROL
 OC1520
 OC1520  NAD 83(1992)-  43 44 11.75468(N)    070 07 20.85882(W) AD(       ) 4
 OC1520  NAD 83(1986)-  43 44 11.76066(N)    070 07 20.86421(W) AD(       ) 4
 OC1520  NAD 27      -  43 44 11.47100(N)    070 07 22.69300(W) AD(       ) 3
 OC1520
 OC1520.Superseded values are not recommended for survey control.
 OC1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1520.See file dsdata.txt to determine how the superseded data were derived.
 OC1520
 OC1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0961043230(NAD 83)
 OC1520
 OC1520  HISTORY     - Date     Condition        Report By
 OC1520  HISTORY     - 1933     MONUMENTED       CGS
 OC1520
 OC1520                          STATION DESCRIPTION
 OC1520
 OC1520'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1520'THIS CHURCH IS A WHITE FRAME BUILDING, W OF STATION LITTLEFIELD,
 OC1520'ON THE SE SIDE OF THE MAIN ROAD FROM THE W SIDE OF THE
 OC1520'ISLAND.  THE INTERSECTION POINT IS THE CENTER OF THE OPEN
 OC1520'BELFRY AT THE FRONT END OF THE CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1463 ***********************************************************************
 OC1463  DESIGNATION -  GREAT CHEBEAG IS NE END BARN
 OC1463  PID         -  OC1463
 OC1463  STATE/COUNTY-  ME/CUMBERLAND
 OC1463  USGS QUAD   -  FREEPORT (1970)
 OC1463
 OC1463                         *CURRENT SURVEY CONTROL
 OC1463  ___________________________________________________________________
 OC1463* NAD 83(1996)-  43 45 22.17230(N)    070 05 50.91714(W)     ADJUSTED  
 OC1463* NAVD 88     -                                                        
 OC1463  ___________________________________________________________________
 OC1463  LAPLACE CORR-           3.42  (seconds)                    DEFLEC99
 OC1463  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 OC1463
 OC1463  HORZ ORDER  -  THIRD
 OC1463
 OC1463.The horizontal coordinates were established by classical geodetic methods
 OC1463.and adjusted by the National Geodetic Survey in March 1998..
 OC1463
 OC1463
 OC1463.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1463
 OC1463.The geoid height was determined by GEOID03.
 OC1463
 OC1463;                    North         East     Units Scale Factor Converg.
 OC1463;SPC ME W     -   102,523.437   905,571.933   MT  0.99996705   +0 02 52.3
 OC1463;UTM  19      - 4,845,375.758   411,650.956   MT  0.99969601   -0 45 32.6
 OC1463
 OC1463                          SUPERSEDED SURVEY CONTROL
 OC1463
 OC1463  NAD 83(1992)-  43 45 22.17051(N)    070 05 50.91734(W) AD(       ) 4
 OC1463  NAD 83(1986)-  43 45 22.17645(N)    070 05 50.92263(W) AD(       ) 4
 OC1463  NAD 27      -  43 45 21.87000(N)    070 05 52.74000(W) AD(       ) 3
 OC1463
 OC1463.Superseded values are not recommended for survey control.
 OC1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1463.See file dsdata.txt to determine how the superseded data were derived.
 OC1463
 OC1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ1165145376(NAD 83)
 OC1463
 OC1463  HISTORY     - Date     Condition        Report By
 OC1463  HISTORY     - UNK      MONUMENTED
 OC1463  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1463
 OC1463                          STATION DESCRIPTION
 OC1463
 OC1463'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1463'STATION LOST.  BARN DOES NOT NOW EXIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1795 ***********************************************************************
 OC1795  DESIGNATION -  GREAT DIAMOND IS STANDPIPE
 OC1795  PID         -  OC1795
 OC1795  STATE/COUNTY-  ME/CUMBERLAND
 OC1795  USGS QUAD   -  PORTLAND EAST (1975)
 OC1795
 OC1795                         *CURRENT SURVEY CONTROL
 OC1795  ___________________________________________________________________
 OC1795* NAD 83(1996)-  43 40 59.65114(N)    070 11 42.15478(W)     ADJUSTED  
 OC1795* NAVD 88     -                                                        
 OC1795  ___________________________________________________________________
 OC1795  LAPLACE CORR-           3.61  (seconds)                    DEFLEC99
 OC1795  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 OC1795
 OC1795  HORZ ORDER  -  THIRD
 OC1795
 OC1795.The horizontal coordinates were established by classical geodetic methods
 OC1795.and adjusted by the National Geodetic Survey in March 1998..
 OC1795
 OC1795
 OC1795.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1795
 OC1795.The geoid height was determined by GEOID03.
 OC1795
 OC1795;                    North         East     Units Scale Factor Converg.
 OC1795;SPC ME W     -    94,419.584   897,712.045   MT  0.99996673   -0 01 10.6
 OC1795;UTM  19      - 4,837,385.415   403,679.885   MT  0.99971411   -0 49 31.6
 OC1795
 OC1795                          SUPERSEDED SURVEY CONTROL
 OC1795
 OC1795  NAD 83(1992)-  43 40 59.64968(N)    070 11 42.15555(W) AD(       ) 4
 OC1795  NAD 83(1986)-  43 40 59.65548(N)    070 11 42.16118(W) AD(       ) 4
 OC1795  NAD 27      -  43 40 59.35827(N)    070 11 44.00354(W) AD(       ) 3
 OC1795
 OC1795.Superseded values are not recommended for survey control.
 OC1795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1795.See file dsdata.txt to determine how the superseded data were derived.
 OC1795
 OC1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0368037385(NAD 83)
 OC1795_MARKER: 52 = STANDPIPE TANK
 OC1795
 OC1795  HISTORY     - Date     Condition        Report By
 OC1795  HISTORY     - 1975     FIRST OBSERVED   NGS
 OC1795
 OC1795                          STATION DESCRIPTION
 OC1795
 OC1795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 OC1795'THE STATION, IS THE TOP CENTER OF THE CONE SHAPED ROOF OF THE 65
 OC1795'FOOT HIGH, 30 FOOT DIAMETER, ABANDONED STANDPIPE.  LOCATED IN
 OC1795'THE CITY OF PORTLAND ON GREAT DIAMOND ISLAND 700 FEET SOUTH EAST OF
 OC1795'A LARGE COVE ON THE NORTH EAST SIDE OF THE ISLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1629 ***********************************************************************
 OC1629  DESIGNATION -  GREAT DIAMOND USE 1909
 OC1629  PID         -  OC1629
 OC1629  STATE/COUNTY-  ME/CUMBERLAND
 OC1629  USGS QUAD   -  PORTLAND EAST (1975)
 OC1629
 OC1629                         *CURRENT SURVEY CONTROL
 OC1629  ___________________________________________________________________
 OC1629* NAD 83(1996)-  43 40 34.02311(N)    070 12 22.04991(W)     ADJUSTED  
 OC1629* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 OC1629  ___________________________________________________________________
 OC1629  LAPLACE CORR-           3.66  (seconds)                    DEFLEC99
 OC1629  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 OC1629
 OC1629  HORZ ORDER  -  THIRD
 OC1629
 OC1629.The horizontal coordinates were established by classical geodetic methods
 OC1629.and adjusted by the National Geodetic Survey in March 1998..
 OC1629
 OC1629.The orthometric height was scaled from a topographic map.
 OC1629
 OC1629.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1629
 OC1629.The geoid height was determined by GEOID03.
 OC1629
 OC1629;                    North         East     Units Scale Factor Converg.
 OC1629;SPC ME W     -    93,629.023   896,818.140   MT  0.99996679   -0 01 38.1
 OC1629;UTM  19      - 4,836,607.700   402,775.178   MT  0.99971627   -0 49 58.8
 OC1629
 OC1629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1629!SPC ME W     -   1.00000412  x   0.99996679  =   0.99997091
 OC1629!UTM  19      -   1.00000412  x   0.99971627  =   0.99972039
 OC1629
 OC1629:                Primary Azimuth Mark                     Grid Az
 OC1629:SPC ME W     -  FT GORGES 2 1911                         221 17 31.7
 OC1629:UTM  19      -  FT GORGES 2 1911                         222 05 52.4
 OC1629
 OC1629|---------------------------------------------------------------------|
 OC1629| PID    Reference Object                     Distance      Geod. Az  |
 OC1629|                                                           dddmmss.s |
 OC1629| OC1718 FT GORGES 2 1911                    APPROX. 1.9 KM 2211553.6 |
 OC1629|---------------------------------------------------------------------|
 OC1629
 OC1629                          SUPERSEDED SURVEY CONTROL
 OC1629
 OC1629  NAD 83(1992)-  43 40 34.02156(N)    070 12 22.05057(W) AD(       ) 3
 OC1629  NAD 83(1986)-  43 40 34.02749(N)    070 12 22.05627(W) AD(       ) 3
 OC1629  NAD 27      -  43 40 33.74000(N)    070 12 23.89600(W) AD(       ) 3
 OC1629
 OC1629.Superseded values are not recommended for survey control.
 OC1629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1629.See file dsdata.txt to determine how the superseded data were derived.
 OC1629
 OC1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0277536608(NAD 83)
 OC1629
 OC1629  HISTORY     - Date     Condition        Report By
 OC1629  HISTORY     - 1909     MONUMENTED       CGS
 OC1629  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1629
 OC1629                          STATION DESCRIPTION
 OC1629
 OC1629'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1629'STATION LOST.  AUTHORITY OF U.S.E. OFFICE AT PORTLAND, MAINE.
 OC1629'
 OC1629'ESTABLISHED BY THE U.S.E. IN 1909.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1819 ***********************************************************************
 PE1819  DESIGNATION -  GREAT DUCK ISLAND
 PE1819  PID         -  PE1819
 PE1819  STATE/COUNTY-  ME/HANCOCK
 PE1819  USGS QUAD   -  BAKER ISLAND (1983)
 PE1819
 PE1819                         *CURRENT SURVEY CONTROL
 PE1819  ___________________________________________________________________
 PE1819* NAD 83(1996)-  44 09 22.21815(N)    068 14 55.32720(W)     ADJUSTED  
 PE1819* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 PE1819  ___________________________________________________________________
 PE1819  LAPLACE CORR-           4.74  (seconds)                    DEFLEC99
 PE1819  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 PE1819
 PE1819  HORZ ORDER  -  THIRD
 PE1819
 PE1819.The horizontal coordinates were established by classical geodetic methods
 PE1819.and adjusted by the National Geodetic Survey in March 1998..
 PE1819
 PE1819.The orthometric height was scaled from a topographic map.
 PE1819
 PE1819.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1819
 PE1819.The geoid height was determined by GEOID03.
 PE1819
 PE1819;                    North         East     Units Scale Factor Converg.
 PE1819;SPC ME E     -    54,414.425   320,100.703   MT  0.99990497   +0 10 30.2
 PE1819;UTM  19      - 4,889,493.118   560,076.480   MT  0.99964439   +0 31 24.2
 PE1819
 PE1819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1819!SPC ME E     -   1.00000146  x   0.99990497  =   0.99990643
 PE1819!UTM  19      -   1.00000146  x   0.99964439  =   0.99964585
 PE1819
 PE1819:                Primary Azimuth Mark                     Grid Az
 PE1819:SPC ME E     -  BAKER ISLAND LIGHTHOUSE 1861             022 36 34.3
 PE1819:UTM  19      -  BAKER ISLAND LIGHTHOUSE 1861             022 15 40.3
 PE1819
 PE1819|---------------------------------------------------------------------|
 PE1819| PID    Reference Object                     Distance      Geod. Az  |
 PE1819|                                                           dddmmss.s |
 PE1819| PE1822 BAKER ISLAND LIGHTHOUSE 1861        APPROX.10.2 KM 0224704.5 |
 PE1819| CE7963 GREAT DUCK ISLAND RM 1                2.820 METERS 04919     |
 PE1819| OB0277 MOUNT DESERT ROCK LIGHTHOUSE        APPROX.22.9 KM 1550557.9 |
 PE1819| PE1831 HORSESHOE LEDGE BEACON              APPROX. 5.2 KM 2771203.9 |
 PE1819| CE7964 GREAT DUCK ISLAND RM 2                4.374 METERS 28959     |
 PE1819| PE1829 GOTTS ISLAND WELSHS HOUSE CHIM      APPROX. 8.2 KM 3060127.9 |
 PE1819| PE1835 BASS HARBOR HEAD LIGHTHOUSE         APPROX.10.2 KM 3155611.5 |
 PE1819|---------------------------------------------------------------------|
 PE1819
 PE1819                          SUPERSEDED SURVEY CONTROL
 PE1819
 PE1819  NAD 83(1992)-  44 09 22.22952(N)    068 14 55.32467(W) AD(       ) 3
 PE1819  NAD 83(1986)-  44 09 22.22978(N)    068 14 55.33128(W) AD(       ) 3
 PE1819  NAD 27      -  44 09 21.94100(N)    068 14 57.27100(W) AD(       ) 3
 PE1819
 PE1819.Superseded values are not recommended for survey control.
 PE1819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1819.See file dsdata.txt to determine how the superseded data were derived.
 PE1819
 PE1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ6007689493(NAD 83)
 PE1819
 PE1819  HISTORY     - Date     Condition        Report By
 PE1819  HISTORY     - 1863     MONUMENTED       CGS
 PE1819  HISTORY     - 1911     SEE DESCRIPTION  CGS
 PE1819  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE1819  HISTORY     - 1963     SEE DESCRIPTION  CGS
 PE1819
 PE1819                          STATION DESCRIPTION
 PE1819
 PE1819'DESCRIBED BY COAST AND GEODETIC SURVEY 1911
 PE1819'ON A ROCKY HILL ON THE NORTHERN END OF THE ISLAND OF THAT NAME,
 PE1819'WHICH LIES OFF THE MOUTH OF BLUE HILL BAY ABOUT 6 MILES SSE OF
 PE1819'BASS HARBOR HEAD OF MOUNT DESERT ISLAND AND ABOUT 6-3/4 MILES
 PE1819'ESE OF EAST POINT OF SWAN ISLAND.
 PE1819'
 PE1819'THE STATION IS A FEW YARDS N OF THE HIGHEST PART OF THE LEDGE,
 PE1819'AND IS A COPPER BOLT SET IN A HOLE IN A ROCK.
 PE1819'
 PE1819'TWO REFERENCE MARKS, EACH A DRILL HOLE FILLED WITH LEAD, ARE
 PE1819'PLACED RESPECTIVELY, 18.58 METERS WSW AND 20.16 METERS NW OF
 PE1819'THE STATION.
 PE1819
 PE1819                          STATION RECOVERY (1934)
 PE1819
 PE1819'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1819'THIS STATION IS ON A ROCKY HILL ON THE NORTHERN END OF GREAT
 PE1819'DUCK ISLAND, WHICH LIES OFF THE MOUTH OF FRENCHMAN BAY AND
 PE1819'ABOUT 6 MILES SSE OF BASS HARBOR HEAD ON MOUNT DESERT
 PE1819'ISLAND.  THE STATION IS NOT ON THE SUMMIT, BUT ABOUT 25 METERS
 PE1819'NW OF IT ON A BARE FLAT LEDGE.  IT IS A COPPER BOLT SET IN A HOLE
 PE1819'IN A ROCK.
 PE1819'
 PE1819'TWO REFERENCE DRILL HOLES FILLED WITH LEAD ARE AS FOLLOWS--NO. 1
 PE1819'IS WSW AND NO. 2 IS NW OF THE STATION.  TWO REFERENCE MARKS,
 PE1819'STANDARD BRONZE DISKS WEDGED IN DRILL HOLES IN OUTCROPPING
 PE1819'BEDROCK, WERE ESTABLISHED AS FOLLOWS--NO. 1 IS NNW OF THE
 PE1819'STATION AND NO. 2 IS W, BOTH ON FLAT LEDGES.
 PE1819
 PE1819                          STATION RECOVERY (1963)
 PE1819
 PE1819'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (GAM)
 PE1819'STATION NOT OCCUPIED.
 PE1819'
 PE1819'THE STATION WAS RECOVERED AND THE STATION MARK AND THE FOUR
 PE1819'REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 PE1819'
 PE1819'THE ISLAND IS NOW OWNED BY DR. E. GEORGE CLOUTIER, 31 BAY STATE
 PE1819'ROAD, BOSTON 15, MASS.
 PE1819'
 PE1819'THE STATION MAY BE REACHED FROM THE U.S. COAST GUARD STATION
 PE1819'AT THE SOUTHERN END OF THE ISLAND BY PACKING NORTHERLY ON A
 PE1819'GOOD TRAIL FOR ABOUT 45 MINUTES TO THE SITE.
 PE1819'
 PE1819'ALSO THE STATION MAY BE REACHED FROM THE EAST COAST BOAT
 PE1819'SLIP BY PACKING NORTHERLY FOR ABOUT 15 MINUTES TO THE SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1821 ***********************************************************************
 PE1821  DESIGNATION -  GREAT DUCK ISLAND LIGHTHOUSE
 PE1821  PID         -  PE1821
 PE1821  STATE/COUNTY-  ME/HANCOCK
 PE1821  USGS QUAD   -  BAKER ISLAND (1983)
 PE1821
 PE1821                         *CURRENT SURVEY CONTROL
 PE1821  ___________________________________________________________________
 PE1821* NAD 83(1996)-  44 08 31.80582(N)    068 14 45.24387(W)     ADJUSTED  
 PE1821* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 PE1821  ___________________________________________________________________
 PE1821  LAPLACE CORR-           4.67  (seconds)                    DEFLEC99
 PE1821  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 PE1821
 PE1821  HORZ ORDER  -  THIRD
 PE1821
 PE1821.The horizontal coordinates were established by classical geodetic methods
 PE1821.and adjusted by the National Geodetic Survey in March 1998..
 PE1821
 PE1821.The orthometric height was scaled from a topographic map.
 PE1821
 PE1821.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1821
 PE1821.The geoid height was determined by GEOID03.
 PE1821
 PE1821;                    North         East     Units Scale Factor Converg.
 PE1821;SPC ME E     -    52,859.275   320,329.548   MT  0.99990508   +0 10 37.1
 PE1821;UTM  19      - 4,887,939.793   560,314.712   MT  0.99964474   +0 31 30.7
 PE1821
 PE1821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1821!SPC ME E     -   1.00000303  x   0.99990508  =   0.99990811
 PE1821!UTM  19      -   1.00000303  x   0.99964474  =   0.99964777
 PE1821
 PE1821:                Primary Azimuth Mark                     Grid Az
 PE1821:SPC ME E     -  EAST SISTER ISLAND                       271 30 14.8
 PE1821:UTM  19      -  EAST SISTER ISLAND                       271 09 21.2
 PE1821
 PE1821|---------------------------------------------------------------------|
 PE1821| PID    Reference Object                     Distance      Geod. Az  |
 PE1821|                                                           dddmmss.s |
 PE1821| PE1824 EAST SISTER ISLAND                  APPROX.10.0 KM 2714051.9 |
 PE1821|---------------------------------------------------------------------|
 PE1821
 PE1821                          SUPERSEDED SURVEY CONTROL
 PE1821
 PE1821  NAD 83(1992)-  44 08 31.81779(N)    068 14 45.24038(W) AD(       ) 3
 PE1821  NAD 83(1986)-  44 08 31.81810(N)    068 14 45.24698(W) AD(       ) 3
 PE1821  NAD 27      -  44 08 31.52100(N)    068 14 47.21000(W) AD(       ) 3
 PE1821
 PE1821.Superseded values are not recommended for survey control.
 PE1821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1821.See file dsdata.txt to determine how the superseded data were derived.
 PE1821
 PE1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ6031587940(NAD 83)
 PE1821
 PE1821  HISTORY     - Date     Condition        Report By
 PE1821  HISTORY     - UNK      MONUMENTED
 PE1821  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE1821  HISTORY     - 1963     SEE DESCRIPTION  CGS
 PE1821
 PE1821                          STATION DESCRIPTION
 PE1821
 PE1821'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1821'NO CHANGE HAS BEEN MADE IN THE POSITION OF THE LIGHT OR
 PE1821'LIGHTHOUSE SINCE 1902, ACCORDING TO A.H. KENNEY, KEEPER.
 PE1821
 PE1821                          STATION RECOVERY (1963)
 PE1821
 PE1821'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (GAM)
 PE1821'THE STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1783 ***********************************************************************
 PE1783  DESIGNATION -  GREAT HEAD
 PE1783  PID         -  PE1783
 PE1783  STATE/COUNTY-  ME/HANCOCK
 PE1783  USGS QUAD   -  SEAL HARBOR (1983)
 PE1783
 PE1783                         *CURRENT SURVEY CONTROL
 PE1783  ___________________________________________________________________
 PE1783* NAD 83(1996)-  44 19 42.63750(N)    068 10 27.60995(W)     ADJUSTED  
 PE1783* NAVD 88     -        44.     (meters)     144.     (feet)  SCALED    
 PE1783  ___________________________________________________________________
 PE1783  LAPLACE CORR-           2.51  (seconds)                    DEFLEC99
 PE1783  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 PE1783
 PE1783  HORZ ORDER  -  THIRD
 PE1783
 PE1783.The horizontal coordinates were established by classical geodetic methods
 PE1783.and adjusted by the National Geodetic Survey in March 1998..
 PE1783
 PE1783.The orthometric height was scaled from a topographic map.
 PE1783
 PE1783.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1783
 PE1783.The geoid height was determined by GEOID03.
 PE1783
 PE1783;                    North         East     Units Scale Factor Converg.
 PE1783;SPC ME E     -    73,583.138   325,973.115   MT  0.99990829   +0 13 39.2
 PE1783;UTM  19      - 4,908,692.280   565,830.584   MT  0.99965330   +0 34 37.1
 PE1783
 PE1783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1783!SPC ME E     -   0.99999688  x   0.99990829  =   0.99990517
 PE1783!UTM  19      -   0.99999688  x   0.99965330  =   0.99965018
 PE1783
 PE1783:                Primary Azimuth Mark                     Grid Az
 PE1783:SPC ME E     -  EGG ROCK LIGHTHOUSE 1902                 045 18 38.5
 PE1783:UTM  19      -  EGG ROCK LIGHTHOUSE 1902                 044 57 40.6
 PE1783
 PE1783|---------------------------------------------------------------------|
 PE1783| PID    Reference Object                     Distance      Geod. Az  |
 PE1783|                                                           dddmmss.s |
 PE1783| PE1775 EGG ROCK LIGHTHOUSE 1902            APPROX. 4.0 KM 0453217.7 |
 PE1783| PE1759 GRINDSTONE NECK STANDPIPE           APPROX. 8.6 KM 0465249.3 |
 PE1783| CE7965 GREAT HEAD RM 1                       2.691 METERS 14027     |
 PE1783| CE7966 GREAT HEAD RM 2                       2.871 METERS 20035     |
 PE1783| PE1779 TOW                                 APPROX. 8.7 KM 2005750.9 |
 PE1783| PE1782 GREAT HEAD OBSERVATORY 1934          19.792 METERS 25715     |
 PE1783|---------------------------------------------------------------------|
 PE1783
 PE1783                          SUPERSEDED SURVEY CONTROL
 PE1783
 PE1783  NAD 83(1992)-  44 19 42.63664(N)    068 10 27.61507(W) AD(       ) 3
 PE1783  NAD 83(1986)-  44 19 42.63521(N)    068 10 27.62039(W) AD(       ) 3
 PE1783  NAD 27      -  44 19 42.34200(N)    068 10 29.59300(W) AD(       ) 3
 PE1783
 PE1783.Superseded values are not recommended for survey control.
 PE1783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1783.See file dsdata.txt to determine how the superseded data were derived.
 PE1783
 PE1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK6583108692(NAD 83)
 PE1783_MARKER: Z = SEE DESCRIPTION
 PE1783_SETTING: 0 = UNSPECIFIED SETTING
 PE1783_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE1783+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2004
 PE1783
 PE1783  HISTORY     - Date     Condition        Report By
 PE1783  HISTORY     - 1934     MONUMENTED       CGS
 PE1783  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE1783  HISTORY     - 20040731 GOOD             GEOCAC
 PE1783
 PE1783                          STATION DESCRIPTION
 PE1783
 PE1783'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1783'STATION IS ON THE HIGHEST BLUFF ON THE SE SIDE OF MOUNT DESERT
 PE1783'ISLAND, OVERLOOKING FRENCHMANS BAY.  THE BLUFF IS KNOWN AS
 PE1783'GREAT HEAD AND IS JUST E OF NEWPORT COVE.  STATION IS 17.1 METERS
 PE1783'E OF A STONE BUILDING OF 21.15 METERS CIRCUMFERENCE AND 5
 PE1783'METERS IN HEIGHT.  THE BUILDING IS AN OBSERVATORY BELONGING TO
 PE1783'H.L. SATTERLEE AND IS A PROMINENT LANDMARK FROM THE BAY.
 PE1783'STATION IS ON AN IRREGULAR LEDGE ABOUT 2 METERS FROM THE EDGE OF
 PE1783'THE STEEP BLUFF.
 PE1783'
 PE1783'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE.
 PE1783'
 PE1783'REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL
 PE1783'HOLES IN OUTCROPPING BEDROCK.  THEY ARE BOTH IN FLAT LEDGES
 PE1783'JUST S OF THE STATION AND E OF THE OBSERVATORY.
 PE1783'
 PE1783'TO REACH THE STATION FROM BAR HARBOR, GO S ON MAIN STREET,
 PE1783'FROM BEACON AT COTTAGE AVENUE AND MAIN STREET GO 1.4 MILES
 PE1783'AND TAKE LEFT AT FOUNTAIN.  FOLLOW THIS SHORE ROAD 3.3 MILES
 PE1783'THEN TAKE PRIVATE ROAD LEFT AT GREAT HEAD SIGN.  TAKE FIRST
 PE1783'ROAD LEFT AND FOLLOW 0.2 MILE TO INTERSECTION, THEN TURN SHARP
 PE1783'LEFT AND FOLLOW 0.2 MILE TO TRAIL ON RIGHT MARKED GREAT HEAD
 PE1783'TRAIL.  FOLLOW TRAIL ABOUT 1/2 MILE E TO OBSERVATORY AND
 PE1783'STATION.
 PE1783
 PE1783                          STATION RECOVERY (1944)
 PE1783
 PE1783'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1783'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  STATION
 PE1783'MARK IS NOT CEMENTED IN DRILL, BUT IT IS TIGHT IN
 PE1783'PLACE.  REFERENCE MARK DISTANCES MEASURED AND CHECK.
 PE1783
 PE1783                          STATION RECOVERY (2004)
 PE1783
 PE1783'RECOVERY NOTE BY GEOCACHING 2004 (LEH)
 PE1783'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0504 ***********************************************************************
 OB0504  DESIGNATION -  GREAT HILL RESET
 OB0504  PID         -  OB0504
 OB0504  STATE/COUNTY-  ME/SAGADAHOC
 OB0504  USGS QUAD   -  BATH (1980)
 OB0504
 OB0504                         *CURRENT SURVEY CONTROL
 OB0504  ___________________________________________________________________
 OB0504* NAD 83(1996)-  43 53 46.58779(N)    069 51 12.56258(W)     ADJUSTED  
 OB0504* NAVD 88     -        24.     (meters)      79.     (feet)  SCALED    
 OB0504  ___________________________________________________________________
 OB0504  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 OB0504  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 OB0504
 OB0504  HORZ ORDER  -  THIRD
 OB0504
 OB0504.The horizontal coordinates were established by classical geodetic methods
 OB0504.and adjusted by the National Geodetic Survey in March 1998..
 OB0504
 OB0504.The orthometric height was scaled from a topographic map.
 OB0504
 OB0504.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0504
 OB0504.The geoid height was determined by GEOID03.
 OB0504
 OB0504;                    North         East     Units Scale Factor Converg.
 OB0504;SPC ME W     -   118,136.334   925,161.626   MT  0.99997445   +0 13 01.7
 OB0504;UTM  19      - 4,860,706.372   431,453.028   MT  0.99965779   -0 35 30.5
 OB0504
 OB0504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0504!SPC ME W     -   1.00000031  x   0.99997445  =   0.99997476
 OB0504!UTM  19      -   1.00000031  x   0.99965779  =   0.99965810
 OB0504
 OB0504:                Primary Azimuth Mark                     Grid Az
 OB0504:SPC ME W     -  WEST BATH STANDPIPE                      019 47 37.5
 OB0504:UTM  19      -  WEST BATH STANDPIPE                      020 36 09.7
 OB0504
 OB0504|---------------------------------------------------------------------|
 OB0504| PID    Reference Object                     Distance      Geod. Az  |
 OB0504|                                                           dddmmss.s |
 OB0504| OB0501 WEST BATH STANDPIPE                 APPROX. 2.3 KM 0200039.2 |
 OB0504| OB0521 BATH RED CHURCH SPIRE               APPROX. 4.6 KM 0442017.1 |
 OB0504| OB0497 BATH WINTER STREET CH SPIRE         APPROX. 3.7 KM 0540317.9 |
 OB0504| OB0511 BATH BRIDGE C OF TOP OF W TWR       APPROX. 3.9 KM 0643009.6 |
 OB0504| OB0512 BATH BRIDGE C OF TOP OF E TWR       APPROX. 4.0 KM 0645506.9 |
 OB0504| CE8194 GREAT HILL RM 2                       5.261 METERS 07931     |
 OB0504| OB0590 BUTTERMILK POINT CHURCH SPIRE       APPROX. 5.2 KM 2553747.9 |
 OB0504| OB0599 BRUNSWICK BOWDOIN COLL CHAPEL       APPROX. 8.8 KM 2785043.3 |
 OB0504| OB0597 BRUNSWICK CONG CHURCH SPIRE         APPROX. 8.9 KM 2802110.7 |
 OB0504| OB0596 BRUNSWICK CHURCH BLACK SPIRE        APPROX. 9.5 KM 2814331.8 |
 OB0504| OB0591 BRUNSWICK BLACK STANDPIPE           APPROX.11.1 KM 2831505.5 |
 OB0504| OB0592 BRUNSWICK TOPSHAM CONC TK VENT      APPROX.10.3 KM 2861426.2 |
 OB0504| OB0593 TATE                                APPROX.15.8 KM 3135817.6 |
 OB0504| OB0605 SPRAGUE RESET                       APPROX. 9.6 KM 3363945.0 |
 OB0504| CE8193 GREAT HILL RM 1                       2.990 METERS 34810     |
 OB0504|---------------------------------------------------------------------|
 OB0504
 OB0504                          SUPERSEDED SURVEY CONTROL
 OB0504
 OB0504  NAD 83(1992)-  43 53 46.58640(N)    069 51 12.56154(W) AD(       ) 3
 OB0504  NAD 83(1986)-  43 53 46.59194(N)    069 51 12.56679(W) AD(       ) 3
 OB0504  NAD 27      -  43 53 46.30000(N)    069 51 14.39700(W) AD(       ) 3
 OB0504
 OB0504.Superseded values are not recommended for survey control.
 OB0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0504.See file dsdata.txt to determine how the superseded data were derived.
 OB0504
 OB0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3145360706(NAD 83)
 OB0504_STAMPING: GREAT HILL 1855 1913
 OB0504_MARK LOGO: CGS   
 OB0504
 OB0504  HISTORY     - Date     Condition        Report By
 OB0504  HISTORY     - 1913     MONUMENTED       CGS
 OB0504  HISTORY     - 1913     SEE DESCRIPTION  CGS
 OB0504  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OB0504  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0504  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0504  HISTORY     - 1972     SEE DESCRIPTION  USGS
 OB0504
 OB0504                          STATION DESCRIPTION
 OB0504
 OB0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 OB0504'ON A HIGH HILL ABOUT 2 MILES SW OF BATH ON LAND OWNED BY
 OB0504'S.D. THOMPSON, WHO LIVES ON THE WITCH SPRING ROAD, 1-1/2 MILES
 OB0504'FROM THE COURTHOUSE.  FOLLOW THE OLD COUNTY ROAD FROM HIS HOUSE
 OB0504'ABOUT 3/4 MILE TO THE POINT WHERE IT CROSSES THE RIDGE
 OB0504'OVERLOOKING NEW MEADOW RIVER AND GO UP THE ROCKY HILL TO THE
 OB0504'RIGHT OF THE ROAD 150 METERS TO THE STATION.  A LARGE PINE TREE
 OB0504'IS 8.8 METERS DISTANT FROM THE STATION, AND THE HILL IS COVERED
 OB0504'WITH BUSHES AND SMALL TREES.  THE STATION IS ON A BARE LEDGE
 OB0504'WHERE THE LAND BEGINS TO SLOPE TO THE NORTHWARD.  STATION
 OB0504'AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL
 OB0504'HOLES IN BOULDERS.  THE REFERENCE MARK IS 2.99 METERS
 OB0504'TO THE NORTHWARD OF THE STATION.  THE FOLLOWING DIRECTIONS ARE
 OB0504'GIVEN--STANDPIPE (BRUNSWICK), 0 DEG 00 MIN 00 SEC.  LARGE
 OB0504'PINE TREE, 12 DEG 04 MIN.  REFERENCE MARK, 65 DEG 01 MIN 30
 OB0504'SEC.  A PILE OF STONES WAS MADE AROUND THE STATION.
 OB0504
 OB0504                          STATION RECOVERY (1933)
 OB0504
 OB0504'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OB0504'STATION IS ON A HIGH HILL ABOUT 2-1/2 MILES S OF THE TOWN OF
 OB0504'BATH.
 OB0504'
 OB0504'STATION MARK IS IN THE OUTCROPPING LEDGE AT A POINT WHERE THE
 OB0504'LAND BEGINS TO SLOPE TO THE N.  IT IS STAMPED GREAT HILL 1855
 OB0504'-1913.
 OB0504'
 OB0504'REFERENCE MARK NO. 1, STAMPED GREAT HILL 1855-1913, IS IN THE
 OB0504'SAME LEDGE TO THE N.
 OB0504'
 OB0504'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK WEDGED IN A DRILL
 OB0504'HOLE IN OUTCROPPING BEDROCK IS STAMPED GREAT HILL 1855-1933.  IT
 OB0504'IS IN THE SAME LEDGE AND ENE OF THE STATION.
 OB0504'
 OB0504'FROM THE COURTHOUSE IN BATH, GO SW ON COURT STREET, 1.55 MILES,
 OB0504'KEEPING STRAIGHT AHEAD AT Y-ROAD AT 1.0 MILES, TO A ROAD WHICH
 OB0504'GOES W AT A POINT HALFWAY BETWEEN TELEPHONE POLES 66 AND 67.  THIS
 OB0504'IS A WAGON ROAD AND HAS SEVERAL VERY BAD HOLES IN IT.  WALK W ON
 OB0504'THIS ROAD ABOUT 3/4 MILE TO THE TOP OF THE RIDGE OVERLOOKING THE
 OB0504'NEW MEADOWS RIVER.  FROM THIS POINT GO N THROUGH THE WOODS ABOUT
 OB0504'150 METERS TO THE HIGHEST POINT OF THE HILL.
 OB0504
 OB0504                          STATION RECOVERY (1934)
 OB0504
 OB0504'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0504'THIS STATION WAS RECOVERED IN GOOD CONDITION AND AS DESCRIBED.
 OB0504'
 OB0504'A 55-FOOT WOODEN STAND AND TRIPOD REMAIN OVER THE STATION.  THE
 OB0504'STAND IS FASTENED TO THE LEDGE BY MEANS OF BOLTS THROUGH THE
 OB0504'LEGS.  THE BOLTS HAVE BEEN WEDGED INTO DRILL HOLES IN THE ROCK
 OB0504'SO THAT IN YEARS TO COME WHEN THE SCAFFOLD HAS CEASED TO EXIST
 OB0504'THE BOLTS SHOULD HELP TO IDENTITY THE STATION.  NO ROCKS ARE
 OB0504'PILED OVER THE STATION BUT THEY ARE PILED AROUND EACH LEG OF THE
 OB0504'TRIPOD, AND SCAFFOLD.
 OB0504
 OB0504                          STATION RECOVERY (1942)
 OB0504
 OB0504'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OB0504'DESCRIPTION IS ADEQUATE EXCEPT ON HOW TO REACH--STATION IS ON A
 OB0504'HIGH-TIMBERED HILL ABOUT 2-1/2 MILES S OF THE TOWN OF BATH.  FROM
 OB0504'THE COURTHOUSE IN BATH, GO SW ON CENTER STREET (U.S. HIGHWAY 1)
 OB0504'TO THE MONUMENT ON TOP OF THE HILL AT THE INTERSECTION OF HIGH
 OB0504'AND COURT STREETS.  FOLLOW COURT STREET TO WITCHSPRING CAFE,
 OB0504'WHERE A MACADAM ROAD TURNS LEFT FROM U.S. HIGHWAY 1, 1.4 MILES
 OB0504'FROM THE COURTHOUSE.  TURN LEFT ON THIS ROAD FOR 0.45 MILE TO
 OB0504'WHERE A DIM ROAD LEADS OFF TO THE RIGHT JUST S OF A SMALL
 OB0504'FIELD.  INQUIRE HERE FOR FRED THOMPSON WHO WILL BE ABLE TO
 OB0504'DIRECT YOU TO THE STATION WHICH IS ABOUT 3/4 MILE W ALONG
 OB0504'THIS ROAD TO THE TOP OF THE RIDGE BEFORE DESCENDING DOWN TO
 OB0504'NEW MEADOWS RIVER.  FROM THIS POINT GO N THROUGH THE
 OB0504'WOODS ABOUT 100 METERS TO THE HIGHEST POINT OF THE HILL.
 OB0504
 OB0504                          STATION RECOVERY (1972)
 OB0504
 OB0504'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OB0504'NOT RECOVERED.  AREA IS NOW HEAVILY WOODED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2008 ***********************************************************************
 PE2008  DESIGNATION -  GREAT SPOON ISLAND
 PE2008  PID         -  PE2008
 PE2008  STATE/COUNTY-  ME/HANCOCK
 PE2008  USGS QUAD   -  ISLE AU HAUT EAST (1983)
 PE2008
 PE2008                         *CURRENT SURVEY CONTROL
 PE2008  ___________________________________________________________________
 PE2008* NAD 83(1996)-  44 02 36.52763(N)    068 33 31.33099(W)     ADJUSTED  
 PE2008* NAVD 88     -        29.     (meters)      95.     (feet)  SCALED    
 PE2008  ___________________________________________________________________
 PE2008  LAPLACE CORR-           3.28  (seconds)                    DEFLEC99
 PE2008  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 PE2008
 PE2008  HORZ ORDER  -  THIRD
 PE2008
 PE2008.The horizontal coordinates were established by classical geodetic methods
 PE2008.and adjusted by the National Geodetic Survey in March 1998..
 PE2008
 PE2008.The orthometric height was scaled from a topographic map.
 PE2008
 PE2008.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2008
 PE2008.The geoid height was determined by GEOID03.
 PE2008
 PE2008;                    North         East     Units Scale Factor Converg.
 PE2008;SPC ME E     -    41,864.986   295,295.562   MT  0.99990027   -0 02 26.9
 PE2008;UTM  19      - 4,876,796.730   535,354.754   MT  0.99961537   +0 18 24.5
 PE2008
 PE2008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2008!SPC ME E     -   0.99999934  x   0.99990027  =   0.99989961
 PE2008!UTM  19      -   0.99999934  x   0.99961537  =   0.99961471
 PE2008
 PE2008:                Primary Azimuth Mark                     Grid Az
 PE2008:SPC ME E     -  EASTERN                                  228 58 03.2
 PE2008:UTM  19      -  EASTERN                                  228 37 11.8
 PE2008
 PE2008|---------------------------------------------------------------------|
 PE2008| PID    Reference Object                     Distance      Geod. Az  |
 PE2008|                                                           dddmmss.s |
 PE2008| PE2020 EASTERN                             APPROX. 4.8 KM 2285536.3 |
 PE2008|---------------------------------------------------------------------|
 PE2008
 PE2008                          SUPERSEDED SURVEY CONTROL
 PE2008
 PE2008  NAD 83(1992)-  44 02 36.53878(N)    068 33 31.31286(W) AD(       ) 3
 PE2008  NAD 83(1986)-  44 02 36.53940(N)    068 33 31.31932(W) AD(       ) 3
 PE2008  NAD 27      -  44 02 36.23500(N)    068 33 33.24000(W) AD(       ) 3
 PE2008
 PE2008.Superseded values are not recommended for survey control.
 PE2008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2008.See file dsdata.txt to determine how the superseded data were derived.
 PE2008
 PE2008_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ3535576797(NAD 83)
 PE2008
 PE2008  HISTORY     - Date     Condition        Report By
 PE2008  HISTORY     - 1868     MONUMENTED       CGS
 PE2008  HISTORY     - 1911     SEE DESCRIPTION  CGS
 PE2008  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2008  HISTORY     - 1945     SEE DESCRIPTION  CGS
 PE2008  HISTORY     - 1945     SEE DESCRIPTION  CGS
 PE2008
 PE2008                          STATION DESCRIPTION
 PE2008
 PE2008'DESCRIBED BY COAST AND GEODETIC SURVEY 1911
 PE2008'ON THE SUMMIT OF A BLUFF ON THE W SIDE OF THE ISLAND OF THAT
 PE2008'NAME, WHICH LIES ABOUT 2 MILES E OF ISLE AU HAUT.
 PE2008'
 PE2008'THE STATION IS MARKED BY A COPPER BOLT SET IN A HOLE IN A ROCK.
 PE2008'
 PE2008'TWO REFERENCE MARKS, 3/4-INCH DRILL HOLES FILLED WITH LEAD
 PE2008'ARE PLACED, RESPECTIVELY, 12.55 METERS N BY W AND 12.7 METERS WSW
 PE2008'OF THE STATION.
 PE2008
 PE2008                          STATION RECOVERY (1934)
 PE2008
 PE2008'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2008'STATION RECOVERED AS DESCRIBED.  THE STATION IS ABOUT 6 METERS E
 PE2008'OF THE HIGHEST POINT OF THE HILL ON BARE LEDGE.
 PE2008'
 PE2008'TWO 3/4-INCH DRILL HOLES FILLED WITH LEAD, ARE LOCATED AS
 PE2008'FOLLOWS--NO. 1 IS WSW OF THE STATION NEAR THE EDGE OF THE
 PE2008'BLUFF, AND NO. 2 IS N BY W ON TOP OF A RAZOR BACK LEDGE.
 PE2008'
 PE2008'TWO REFERENCE MARKS, STANDARD BRONZE DISKS WEDGED IN DRILL
 PE2008'HOLES IN OUTCROPPING BEDROCK, ARE PLACED AS FOLLOWS--NO. 1 IS
 PE2008'SE OF THE STATION AND NO. 2 IS WSW OF THE STATION ON THE HIGHEST
 PE2008'POINT OF THE HILL.
 PE2008'
 PE2008'A LANDING MAY EASIEST BE MADE ON THE BEACH IN THE COVE ON
 PE2008'THE N SIDE OF THE ISLAND.
 PE2008
 PE2008                          STATION RECOVERY (1945)
 PE2008
 PE2008'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (FLP)
 PE2008'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  DISTANCES
 PE2008'TO REFERENCE MARKS CHECKED.
 PE2008
 PE2008                          STATION RECOVERY (1945)
 PE2008
 PE2008'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (LPR)
 PE2008'STATION RECOVERED IN GOOD CONDITION.  ON GREAT SPOON ISLAND, WHICH
 PE2008'IS ABOUT 2 MILES E OF ISLE AU HAUT, IN THE NW PART OF THE ISLAND,
 PE2008'AND ON THE HIGHEST HILL, ON THE SLOPE OF ROCK OUTCROP ABOUT
 PE2008'2 FEET NE OF THE HIGHEST POINT OF THE ROCK.  THE STATION IS
 PE2008'MARKED BY A COPPER BOLT LEADED IN A DRILL HOLE IN THE ROCK.
 PE2008'
 PE2008'REFERENCE MARK 1 IS A BRONZE DISK CEMENTED IN A DRILL HOLE
 PE2008'IN ROCK OUTCROP AND IS STAMPED GREAT SPOON ID 1868 NO 1 1911 1934.
 PE2008'
 PE2008'REFERENCE MARK 2 IS A BRONZE DISK CEMENTED IN A DRILL HOLE IN
 PE2008'ROCK OUTCROP ON THE HIGHEST POINT OF THE HILL AND IS STAMPED
 PE2008'GREAT SPOON ID 1868 NO 2 1911 1934.
 PE2008'
 PE2008'NO OBSERVATIONS WERE MADE ON THE DISTANCES AND DIRECTIONS TO
 PE2008'REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1207 ***********************************************************************
 OC1207  DESIGNATION -  GREEN
 OC1207  PID         -  OC1207
 OC1207  STATE/COUNTY-  ME/YORK
 OC1207  USGS QUAD   -  WELLS (1979)
 OC1207
 OC1207                         *CURRENT SURVEY CONTROL
 OC1207  ___________________________________________________________________
 OC1207* NAD 83(1996)-  43 16 40.18475(N)    070 37 06.17392(W)     ADJUSTED  
 OC1207* NAVD 88     -        51.105  (meters)     167.67   (feet)  ADJUSTED  
 OC1207  ___________________________________________________________________
 OC1207  LAPLACE CORR-           2.43  (seconds)                    DEFLEC99
 OC1207  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 OC1207  DYNAMIC HT  -          51.097 (meters)     167.64  (feet)  COMP
 OC1207  MODELED GRAV-     980,465.1   (mgal)                       NAVD 88
 OC1207
 OC1207  HORZ ORDER  -  SECOND
 OC1207  VERT ORDER  -  SECOND    CLASS I
 OC1207
 OC1207.The horizontal coordinates were established by classical geodetic methods
 OC1207.and adjusted by the National Geodetic Survey in March 1998..
 OC1207
 OC1207.The orthometric height was determined by differential leveling
 OC1207.and adjusted by the National Geodetic Survey in June 1991..
 OC1207
 OC1207.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1207
 OC1207.The geoid height was determined by GEOID03.
 OC1207
 OC1207.The dynamic height is computed by dividing the NAVD 88
 OC1207.geopotential number by the normal gravity value computed on the
 OC1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1207.degrees latitude (g = 980.6199 gals.).
 OC1207
 OC1207.The modeled gravity was interpolated from observed gravity values.
 OC1207
 OC1207;                    North         East     Units Scale Factor Converg.
 OC1207;SPC ME W     -    49,478.171   863,334.311   MT  0.99998320   -0 18 34.8
 OC1207;UTM  19      - 4,792,939.563   368,683.193   MT  0.99981212   -1 06 34.6
 OC1207
 OC1207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1207!SPC ME W     -   0.99999614  x   0.99998320  =   0.99997934
 OC1207!UTM  19      -   0.99999614  x   0.99981212  =   0.99980826
 OC1207
 OC1207:                Primary Azimuth Mark                     Grid Az
 OC1207:SPC ME W     -  STEVE                                    004 29 45.8
 OC1207:UTM  19      -  STEVE                                    005 17 45.6
 OC1207
 OC1207|---------------------------------------------------------------------|
 OC1207| PID    Reference Object                     Distance      Geod. Az  |
 OC1207|                                                           dddmmss.s |
 OC1207| OC1203 STEVE                               APPROX. 3.5 KM 0041111.0 |
 OC1207| CE8199 GREEN AZ MK                                        0191843.8 |
 OC1207| OC2083 WELLS FIRST CONG CHURCH SPIRE       APPROX. 3.7 KM 0443455.7 |
 OC1207| OC2149 OGUNQUIT STANDPIPE                  APPROX. 3.5 KM 1594711.6 |
 OC1207| OC1209 GREEN RM 2                           19.737 METERS 27636     |
 OC1207| OC1208 GREEN RM 1                           31.675 METERS 34127     |
 OC1207|---------------------------------------------------------------------|
 OC1207
 OC1207                          SUPERSEDED SURVEY CONTROL
 OC1207
 OC1207  NAD 83(1992)-  43 16 40.18353(N)    070 37 06.17527(W) AD(       ) 2
 OC1207  NAD 83(1986)-  43 16 40.18844(N)    070 37 06.18180(W) AD(       ) 2
 OC1207  NAD 27      -  43 16 39.87680(N)    070 37 07.99819(W) AD(       ) 2
 OC1207  NGVD 29 (??/??/92)   51.330  (m)          168.41   (f) ADJ UNCH    2 1
 OC1207
 OC1207.Superseded values are not recommended for survey control.
 OC1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1207.See file dsdata.txt to determine how the superseded data were derived.
 OC1207
 OC1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH6868392940(NAD 83)
 OC1207_MARKER: DD = SURVEY DISK
 OC1207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC1207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OC1207_STAMPING: GREEN 1974
 OC1207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC1207+STABILITY: SURFACE MOTION
 OC1207
 OC1207  HISTORY     - Date     Condition        Report By
 OC1207  HISTORY     - 1974     MONUMENTED       MEDT
 OC1207  HISTORY     - 1975     GOOD             MEDT
 OC1207
 OC1207                          STATION DESCRIPTION
 OC1207
 OC1207'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 OC1207'3.5 MI SW FROM WELLS.
 OC1207'ABOUT 3.5 MILES SOUTHWEST ALONG THE MAINE TURNPIKE SOUTHBOUND FROM
 OC1207'TOLL GATE NO. 2 (WELLS-SANFORD) AND ABOUT 0.25 MILE NORTHEAST OF
 OC1207'MILEPOST 14, A DISK SET FLUSH IN THE TOP OF A CYLINDRICAL CONCRETE
 OC1207'POST 104 FEET NORTHWEST OF THE CENTERLINE OF THE MAINE TURNPIKE
 OC1207'SOUTHBOUND, 49 FEET WEST OF A BLAZED 40 INCH PINE AND 25.5 FEET
 OC1207'NORTHEAST OF A TRIANGULAR BLAZED 24 INCH PINE, 20 FEET SOUTHEAST OF
 OC1207'THE R/W FENCE AND 55 FEET NORTHWEST OF THE WOODS LINE.
 OC1207
 OC1207                          STATION RECOVERY (1975)
 OC1207
 OC1207'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1975 (RCA)
 OC1207'THE STATION IS LOCATED IN THE SOUTHEASTERN PART OF THE TOWN OF
 OC1207'WELLS ABOUT 3 MILES NORTHWEST OF OGUNQUIT, 3 MILES SOUTHWEST OF
 OC1207'DOWNTOWN WELLS, 2-1/2 MILES WEST OF MOODY POINT AND ON PROPERTY
 OC1207'OWNED BY THE MAINE TURNPIKE AUTHORITY.
 OC1207'
 OC1207'TO REACH THE STATION FROM THE JUNCTION OF THE MAINE TURNPIKE
 OC1207'EXIT 2 AND STATE ROUTES 9 AND 109, PROCEED NORTH ON THE ENTRANCE
 OC1207'RAMP AND FOLLOW THE SOUTHBOUND LANE FOR 3.35 MILES TO THE STATION
 OC1207'ON THE RIGHT WHICH IS 0.2 MILE NORTH OF MILE POST 14 AND 0.3
 OC1207'MILE NORTH OF THE TATNIC ROAD OVERPASS.
 OC1207'
 OC1207'THE STATION IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION DISK
 OC1207'STAMPED GREEN 1974, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OC1207'CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE GROUND.  THE
 OC1207'SUB-SURFACE STATION MARK IS AN ALUMINUM DISK STAMPED GREEN 1974,
 OC1207'SET IN A IRREGULAR MASS OF CONCRETE WHICH IS 46 INCHES BELOW THE
 OC1207'GROUND SURFACE.  IT IS 27.7 FEET NORTHEAST OF A 36-INCH PINE
 OC1207'WITH A BLAZED TRIANGLE AND 103.8 FEET WEST OF THE CENTER LINE OF
 OC1207'THE SOUTHBOUND LANE OF THE MAINE TURNPIKE.
 OC1207'
 OC1207'REFERENCE MARK 1 IS A STANDARD MAINE DEPARTMENT OF
 OC1207'TRANSPORTATION DISK STAMPED GREEN RM 1 1974, SET IN A DRILL HOLE
 OC1207'IN A 3 FOOT BY 3 FOOT BOULDER AND IS ABOUT 10 INCHES ABOVE THE
 OC1207'GROUND SURFACE.  IT IS 147.0 FEET WEST OF THE CENTER LINE OF THE
 OC1207'SOUTHBOUND LANE OF THE MAINE TURNPIKE AND 22.0 FEET WEST OF
 OC1207'THE RIGHT-OF-WAY FENCE.
 OC1207'
 OC1207'REFERENCE MARK 2 IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 OC1207'DISK STAMPED GREEN RM 2 1974, CEMENTED IN A DRILL HOLE IN A 2
 OC1207'FOOT BY 3 FOOT BOULDER WHICH PROJECTS ABOUT 14 INCHES.  IT IS
 OC1207'170.2 FEET WEST OF THE SOUTHBOUND LANE OF THE MAINE TURNPIKE AND
 OC1207'45.3 FEET WEST OF THE RIGHT-OF-WAY FENCE.
 OC1207'
 OC1207'THE AZIMUTH MARK IS A STANDARD MAINE DEPARTMENT OF
 OC1207'TRANSPORTATION DISK STAMPED GREEN AZI 1974, CEMENTED IN A DRILL
 OC1207'HOLE IN BEDROCK WHICH IS FLUSH WITH THE GROUND.  IT IS 29.8 FEET
 OC1207'NORTHEAST OF A STONE WALL, 100.2 FEET SOUTHEAST OF THE CENTER
 OC1207'LINE OF THE NORTHBOUND LANE OF THE MAINE TURNPIKE AND 15.3
 OC1207'FEET NORTH-NORTHEAST OF A 14-INCH PINE WITH A WITNESS SIGN.
 OC1207'
 OC1207'TO REACH THE AZIMUTH MARK FROM THE STATION PROCEED NORTH ON THE
 OC1207'MAINE TURNPIKE FOR 0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 OC1207'
 OC1207'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0717 ***********************************************************************
 RF0717  DESIGNATION -  GREEN
 RF0717  PID         -  RF0717
 RF0717  STATE/COUNTY-  ME/PENOBSCOT
 RF0717  USGS QUAD   -  GREEN MOUNTAIN (1986)
 RF0717
 RF0717                         *CURRENT SURVEY CONTROL
 RF0717  ___________________________________________________________________
 RF0717* NAD 83(1996)-  46 11 45.38675(N)    068 28 23.04913(W)     ADJUSTED  
 RF0717* NAVD 88     -       514.     (meters)    1686.     (feet)  SCALED    
 RF0717  ___________________________________________________________________
 RF0717  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 RF0717  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 RF0717
 RF0717  HORZ ORDER  -  THIRD
 RF0717
 RF0717.The horizontal coordinates were established by classical geodetic methods
 RF0717.and adjusted by the National Geodetic Survey in March 1998..
 RF0717
 RF0717.The orthometric height was scaled from a topographic map.
 RF0717
 RF0717.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0717
 RF0717.The geoid height was determined by GEOID03.
 RF0717
 RF0717;                    North         East     Units Scale Factor Converg.
 RF0717;SPC ME E     -   281,051.580   302,078.564   MT  0.99990005   +0 01 10.0
 RF0717;UTM  19      - 5,115,953.159   540,657.185   MT  0.99962032   +0 22 49.1
 RF0717
 RF0717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0717!SPC ME E     -   0.99992320  x   0.99990005  =   0.99982326
 RF0717!UTM  19      -   0.99992320  x   0.99962032  =   0.99954355
 RF0717
 RF0717:                Primary Azimuth Mark                     Grid Az
 RF0717:SPC ME E     -  CHASE                                    182 10 26.8
 RF0717:UTM  19      -  CHASE                                    181 48 47.7
 RF0717
 RF0717|---------------------------------------------------------------------|
 RF0717| PID    Reference Object                     Distance      Geod. Az  |
 RF0717|                                                           dddmmss.s |
 RF0717| RF0713 CHASE                               APPROX. 9.7 KM 1821136.8 |
 RF0717|---------------------------------------------------------------------|
 RF0717
 RF0717                          SUPERSEDED SURVEY CONTROL
 RF0717
 RF0717  NAD 83(1992)-  46 11 45.38315(N)    068 28 23.04430(W) AD(       ) 3
 RF0717  NAD 83(1986)-  46 11 45.38595(N)    068 28 23.05629(W) AD(       ) 3
 RF0717  NAD 27      -  46 11 45.21513(N)    068 28 24.92421(W) AD(       ) 3
 RF0717
 RF0717.Superseded values are not recommended for survey control.
 RF0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0717.See file dsdata.txt to determine how the superseded data were derived.
 RF0717
 RF0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM4065715953(NAD 83)
 RF0717_MARKER: DD = SURVEY DISK
 RF0717_SETTING: 66 = SET IN ROCK OUTCROP
 RF0717_SP_SET: SET IN ROCK OUTCROP
 RF0717_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0717+STABILITY: POSITION/ELEVATION WELL
 RF0717
 RF0717  HISTORY     - Date     Condition        Report By
 RF0717  HISTORY     - 1940     MONUMENTED       USGS
 RF0717
 RF0717                          STATION DESCRIPTION
 RF0717
 RF0717'DESCRIBED BY US GEOLOGICAL SURVEY 1940
 RF0717'IN T. 6, R. 6, NEAR CENTER OF S. HALF OF SEC. 5, ON HIGHEST POINT
 RF0717'OF GREEN MOUNTAIN.
 RF0717'
 RF0717'BEST APPROACH IS BY TRAIL FROM FISHING CAMP OF HARRY HALL, AT
 RF0717'PLEASANT LAKE, ABOUT 3.0 MI TO SADDLE ON E. SIDE OF MOUNTAIN AND JUST
 RF0717'BEYOND GREEN MOUNTAIN POND, THENCE THROUGH BRUSH ABOUT 1.0 MI TO
 RF0717'SUMMIT.  PLEASANT LAKE WAS REACHED BY SEAPLANE FROM SHIN POND.
 RF0717'
 RF0717'STATION MARK, STANDARD DISK STAMPED---GREEN 1940---CEMENTED IN SOLID
 RF0717'ROCK.
 RF0717'
 RF0717'REFERENCE MARKS,  DRILL HOLES IN LEDGE,RESPECTIVELY, 7.13 FT S.
 RF0717'53 DEG., 30 MIN. W., 12.05 FT N. 78 DEG., 15 MIN. (MAG.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0201 ***********************************************************************
 SF0201  DESIGNATION -  GREEN
 SF0201  PID         -  SF0201
 SF0201  STATE/COUNTY-  ME/AROOSTOOK
 SF0201  USGS QUAD   -  GRAND ISLE (1986)
 SF0201
 SF0201                         *CURRENT SURVEY CONTROL
 SF0201  ___________________________________________________________________
 SF0201* NAD 83(1996)-  47 19 18.83656(N)    068 08 33.70814(W)     ADJUSTED  
 SF0201* NAVD 88     -       158.3    (meters)     519.     (feet)  VERTCON   
 SF0201  ___________________________________________________________________
 SF0201  LAPLACE CORR-           5.83  (seconds)                    DEFLEC99
 SF0201  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 SF0201
 SF0201  HORZ ORDER  -  SECOND
 SF0201
 SF0201.The horizontal coordinates were established by classical geodetic methods
 SF0201.and adjusted by the National Geodetic Survey in March 1998..
 SF0201
 SF0201.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0201.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0201
 SF0201.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0201
 SF0201.The geoid height was determined by GEOID03.
 SF0201
 SF0201;                    North         East     Units Scale Factor Converg.
 SF0201;SPC ME E     -   406,269.055   327,008.700   MT  0.99990896   +0 15 45.7
 SF0201;UTM  19      - 5,241,292.927   564,784.300   MT  0.99965158   +0 37 49.0
 SF0201
 SF0201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0201!SPC ME E     -   0.99997889  x   0.99990896  =   0.99988785
 SF0201!UTM  19      -   0.99997889  x   0.99965158  =   0.99963047
 SF0201
 SF0201|---------------------------------------------------------------------|
 SF0201| PID    Reference Object                     Distance      Geod. Az  |
 SF0201|                                                           dddmmss.s |
 SF0201| SF0198 GREEN RIVER CONC STP IBC 1973       175.003 METERS 13532     |
 SF0201| DA5421 GREEN RM 1                            8.680 METERS 14852     |
 SF0201| SF0195 GREEN RIVER CH SPIRE IBC 1951       APPROX. 0.8 KM 1741627.2 |
 SF0201| SF0200 GREEN RIVER SCH CUP IBC 1951        288.655 METERS 26150     |
 SF0201| DA5422 GREEN RM 2                            9.005 METERS 33109     |
 SF0201|---------------------------------------------------------------------|
 SF0201
 SF0201                          SUPERSEDED SURVEY CONTROL
 SF0201
 SF0201  NAD 83(1992)-  47 19 18.83225(N)    068 08 33.70571(W) AD(       ) 2
 SF0201  NAD 83(1986)-  47 19 18.83544(N)    068 08 33.69713(W) AD(       ) 2
 SF0201  NAD 27      -  47 19 18.68683(N)    068 08 35.56594(W) AD(       ) 2
 SF0201  NGVD 29 (07/19/86)  158.4    (m)          520.     (f) VERT ANG       
 SF0201
 SF0201.Superseded values are not recommended for survey control.
 SF0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0201.See file dsdata.txt to determine how the superseded data were derived.
 SF0201
 SF0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN6478441293(NAD 83)
 SF0201
 SF0201  HISTORY     - Date     Condition        Report By
 SF0201  HISTORY     - 1973     MONUMENTED       IBC
 SF0201  HISTORY     - 1975     GOOD             NGS
 SF0201
 SF0201                          STATION DESCRIPTION
 SF0201
 SF0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CRM)
 SF0201'THE MONUMENT AND REFERENCE MARKS WERE RECOVERED AND FOUND IN
 SF0201'GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0294 ***********************************************************************
 OB0294  DESIGNATION -  GREEN 1944
 OB0294  PID         -  OB0294
 OB0294  STATE/COUNTY-  ME/KNOX
 OB0294  USGS QUAD   -  MATINICUS (1973)
 OB0294
 OB0294                         *CURRENT SURVEY CONTROL
 OB0294  ___________________________________________________________________
 OB0294* NAD 83(1996)-  43 49 38.30059(N)    068 52 37.78663(W)     ADJUSTED  
 OB0294* NAVD 88     -        11.     (meters)      36.     (feet)  SCALED    
 OB0294  ___________________________________________________________________
 OB0294  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 OB0294  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 OB0294
 OB0294  HORZ ORDER  -  THIRD
 OB0294
 OB0294.The horizontal coordinates were established by classical geodetic methods
 OB0294.and adjusted by the National Geodetic Survey in March 1998..
 OB0294
 OB0294.The orthometric height was scaled from a topographic map.
 OB0294
 OB0294.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0294
 OB0294.The geoid height was determined by GEOID03.
 OB0294
 OB0294;                    North         East     Units Scale Factor Converg.
 OB0294;SPC ME E     -    17,915.529   269,664.614   MT  0.99991131   -0 15 40.3
 OB0294;UTM  19      - 4,852,699.690   509,876.872   MT  0.99960120   +0 05 06.2
 OB0294
 OB0294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0294!SPC ME E     -   1.00000222  x   0.99991131  =   0.99991353
 OB0294!UTM  19      -   1.00000222  x   0.99960120  =   0.99960342
 OB0294
 OB0294:                Primary Azimuth Mark                     Grid Az
 OB0294:SPC ME E     -  NO MANS LAND 1913                        005 30 35.1
 OB0294:UTM  19      -  NO MANS LAND 1913                        005 09 48.6
 OB0294
 OB0294|---------------------------------------------------------------------|
 OB0294| PID    Reference Object                     Distance      Geod. Az  |
 OB0294|                                                           dddmmss.s |
 OB0294| OB0282 NO MANS LAND 1913                   APPROX. 6.4 KM 0051454.8 |
 OB0294| OB0284 MATINICUS ROCK LIGHTHOUSE S         APPROX. 5.2 KM 1594445.8 |
 OB0294|---------------------------------------------------------------------|
 OB0294
 OB0294                          SUPERSEDED SURVEY CONTROL
 OB0294
 OB0294  NAD 83(1992)-  43 49 38.30768(N)    068 52 37.76515(W) AD(       ) 3
 OB0294  NAD 83(1986)-  43 49 38.31119(N)    068 52 37.77232(W) AD(       ) 3
 OB0294  NAD 27      -  43 49 38.02000(N)    068 52 39.65000(W) AD(       ) 3
 OB0294
 OB0294.Superseded values are not recommended for survey control.
 OB0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0294.See file dsdata.txt to determine how the superseded data were derived.
 OB0294
 OB0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ0987752700(NAD 83)
 OB0294
 OB0294  HISTORY     - Date     Condition        Report By
 OB0294  HISTORY     - 1944     MONUMENTED       CGS
 OB0294
 OB0294                          STATION DESCRIPTION
 OB0294
 OB0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLP)
 OB0294'STATION MARK IS A STANDARD TOPOGRAPHIC DISK SET IN A DRILL HOLE
 OB0294'IN OUTCROP OF LEDGE E OF RAGGED ISLAND ON GREEN LEDGE.  STATION
 OB0294'IS ON TOP OF ISLAND, 23.5 METERS SE OF MAN-MADE ROCK MONUMENT
 OB0294'ALMOST ON LINE WITH MATINICUS ROCK LIGHTHOUSE (S).  IT IS
 OB0294'APPROXIMATELY 8 METERS W OF AN EXTENSION OF THE DEEP GASH IN
 OB0294'LEDGE RUNNING S FROM NE SIDE OF ISLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1842 ***********************************************************************
 PE1842  DESIGNATION -  GREEN 1944
 PE1842  PID         -  PE1842
 PE1842  STATE/COUNTY-  ME/HANCOCK
 PE1842  USGS QUAD   -  JOHNS ISLAND (1983)
 PE1842
 PE1842                         *CURRENT SURVEY CONTROL
 PE1842  ___________________________________________________________________
 PE1842* NAD 83(1996)-  44 06 52.06400(N)    068 26 48.89966(W)     ADJUSTED  
 PE1842* NAVD 88     -        11.     (meters)      36.     (feet)  SCALED    
 PE1842  ___________________________________________________________________
 PE1842  LAPLACE CORR-           4.31  (seconds)                    DEFLEC99
 PE1842  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 PE1842
 PE1842  HORZ ORDER  -  THIRD
 PE1842
 PE1842.The horizontal coordinates were established by classical geodetic methods
 PE1842.and adjusted by the National Geodetic Survey in March 1998..
 PE1842
 PE1842.The orthometric height was scaled from a topographic map.
 PE1842
 PE1842.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1842
 PE1842.The geoid height was determined by GEOID03.
 PE1842
 PE1842;                    North         East     Units Scale Factor Converg.
 PE1842;SPC ME E     -    49,751.006   304,249.001   MT  0.99990022   +0 02 13.0
 PE1842;UTM  19      - 4,884,734.732   544,257.656   MT  0.99962409   +0 23 06.0
 PE1842
 PE1842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1842!SPC ME E     -   1.00000214  x   0.99990022  =   0.99990236
 PE1842!UTM  19      -   1.00000214  x   0.99962409  =   0.99962623
 PE1842
 PE1842:                Primary Azimuth Mark                     Grid Az
 PE1842:SPC ME E     -  MARSHALL ISLAND RESET                    246 44 37.0
 PE1842:UTM  19      -  MARSHALL ISLAND RESET                    246 23 44.0
 PE1842
 PE1842|---------------------------------------------------------------------|
 PE1842| PID    Reference Object                     Distance      Geod. Az  |
 PE1842|                                                           dddmmss.s |
 PE1842| PE2010 MARSHALL ISLAND RESET               APPROX. 4.9 KM 2464650.0 |
 PE1842| PE2006 HALIBUT ROCKS LIGHT                 APPROX. 6.7 KM 2891228.0 |
 PE1842|---------------------------------------------------------------------|
 PE1842
 PE1842                          SUPERSEDED SURVEY CONTROL
 PE1842
 PE1842  NAD 83(1992)-  44 06 52.07535(N)    068 26 48.88501(W) AD(       ) 3
 PE1842  NAD 83(1986)-  44 06 52.07654(N)    068 26 48.88994(W) AD(       ) 3
 PE1842  NAD 27      -  44 06 51.78200(N)    068 26 50.81400(W) AD(       ) 3
 PE1842
 PE1842.Superseded values are not recommended for survey control.
 PE1842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1842.See file dsdata.txt to determine how the superseded data were derived.
 PE1842
 PE1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ4425884735(NAD 83)
 PE1842
 PE1842  HISTORY     - Date     Condition        Report By
 PE1842  HISTORY     - 1944     MONUMENTED       CGS
 PE1842  HISTORY     - 1956     SEE DESCRIPTION  CGS
 PE1842
 PE1842                          STATION DESCRIPTION
 PE1842
 PE1842'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1842'STATION IS LOCATED ON GREEN ISLAND WHICH IS ON THE SOUTHERN
 PE1842'SIDE OF SWAN ISLAND, ON A PROMINENT ROCK LEDGE OUTCROP ON THE
 PE1842'NORTHEASTERN SIDE OF THE TOP OF THE ISLAND, ABOUT 50 METERS
 PE1842'SOUTH OF THE NORTHERN SIDE OF ISLAND, AND ROCK LEDGE IS ABOUT
 PE1842'3 FEET HIGHER THAN SURROUNDING GRASS AREA.  MARK IS A STANDARD
 PE1842'TOPOGRAPHIC DISC STAMPED GREEN 1944.
 PE1842'
 PE1842'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK 30 FEET.
 PE1842
 PE1842                          STATION RECOVERY (1956)
 PE1842
 PE1842'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 PE1842'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 PE1842'DESCRIPTION IS ADEQUATE AND COMPLETE.  IT IS MARKED BY A
 PE1842'TOPOGRAPHIC DISK, STAMPED GREEN 1944.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1471 ***********************************************************************
 OC1471  DESIGNATION -  GREEN IS 2 1854
 OC1471  PID         -  OC1471
 OC1471  STATE/COUNTY-  ME/CUMBERLAND
 OC1471  USGS QUAD   -  FREEPORT (1970)
 OC1471
 OC1471                         *CURRENT SURVEY CONTROL
 OC1471  ___________________________________________________________________
 OC1471* NAD 83(1996)-  43 46 15.08749(N)    070 05 02.56555(W)     ADJUSTED  
 OC1471* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 OC1471  ___________________________________________________________________
 OC1471  LAPLACE CORR-           3.36  (seconds)                    DEFLEC99
 OC1471  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 OC1471
 OC1471  HORZ ORDER  -  THIRD
 OC1471
 OC1471.The horizontal coordinates were established by classical geodetic methods
 OC1471.and adjusted by the National Geodetic Survey in March 1998..
 OC1471
 OC1471.The orthometric height was scaled from a topographic map.
 OC1471
 OC1471.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1471
 OC1471.The geoid height was determined by GEOID03.
 OC1471
 OC1471;                    North         East     Units Scale Factor Converg.
 OC1471;SPC ME W     -   104,157.508   906,651.919   MT  0.99996721   +0 03 25.8
 OC1471;UTM  19      - 4,846,994.014   412,753.550   MT  0.99969362   -0 44 59.9
 OC1471
 OC1471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1471!SPC ME W     -   1.00000395  x   0.99996721  =   0.99997116
 OC1471!UTM  19      -   1.00000395  x   0.99969362  =   0.99969757
 OC1471
 OC1471                          SUPERSEDED SURVEY CONTROL
 OC1471
 OC1471  NAD 83(1992)-  43 46 15.08573(N)    070 05 02.56566(W) AD(       ) 3
 OC1471  NAD 83(1986)-  43 46 15.09164(N)    070 05 02.57094(W) AD(       ) 3
 OC1471  NAD 27      -  43 46 14.79000(N)    070 05 04.39000(W) AD(       ) 3
 OC1471
 OC1471.Superseded values are not recommended for survey control.
 OC1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1471.See file dsdata.txt to determine how the superseded data were derived.
 OC1471
 OC1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ1275446994(NAD 83)
 OC1471
 OC1471  HISTORY     - Date     Condition        Report By
 OC1471  HISTORY     - 1854     MONUMENTED       CGS
 OC1471  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1471
 OC1471                          STATION DESCRIPTION
 OC1471
 OC1471'DESCRIBED BY COAST AND GEODETIC SURVEY 1854 (COB)
 OC1471'STATION IS ON THE MOST SOUTHERN OF TWO ISLANDS.  THE STATION IS
 OC1471'MARKED BY A HOLE DRILLED IN THE LEDGE.
 OC1471
 OC1471                          STATION RECOVERY (1933)
 OC1471
 OC1471'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1471'STATION IS LOST.  NO DRILL HOLE FOUND, NEW STATION NAMED UPPER
 OC1471'GREEN 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1518 ***********************************************************************
 OC1518  DESIGNATION -  GREEN ISLAND
 OC1518  PID         -  OC1518
 OC1518  STATE/COUNTY-  ME/CUMBERLAND
 OC1518  USGS QUAD   -  SOUTH HARPSWELL (1975)
 OC1518
 OC1518                         *CURRENT SURVEY CONTROL
 OC1518  ___________________________________________________________________
 OC1518* NAD 83(1996)-  43 38 58.41959(N)    070 07 26.44838(W)     ADJUSTED  
 OC1518* NAVD 88     -        14.     (meters)      46.     (feet)  SCALED    
 OC1518  ___________________________________________________________________
 OC1518  LAPLACE CORR-           2.78  (seconds)                    DEFLEC99
 OC1518  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 OC1518
 OC1518  HORZ ORDER  -  SECOND
 OC1518
 OC1518.The horizontal coordinates were established by classical geodetic methods
 OC1518.and adjusted by the National Geodetic Survey in March 1998..
 OC1518
 OC1518.The orthometric height was scaled from a topographic map.
 OC1518
 OC1518.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1518
 OC1518.The geoid height was determined by GEOID03.
 OC1518
 OC1518;                    North         East     Units Scale Factor Converg.
 OC1518;SPC ME W     -    90,678.668   903,441.010   MT  0.99996681   +0 01 46.0
 OC1518;UTM  19      - 4,833,565.311   409,354.216   MT  0.99970106   -0 46 33.2
 OC1518
 OC1518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1518!SPC ME W     -   1.00000191  x   0.99996681  =   0.99996872
 OC1518!UTM  19      -   1.00000191  x   0.99970106  =   0.99970297
 OC1518
 OC1518:                Primary Azimuth Mark                     Grid Az
 OC1518:SPC ME W     -  HOPE IS S CHIM W WING LGE HSE            002 15 18.6
 OC1518:UTM  19      -  HOPE IS S CHIM W WING LGE HSE            003 03 37.8
 OC1518
 OC1518|---------------------------------------------------------------------|
 OC1518| PID    Reference Object                     Distance      Geod. Az  |
 OC1518|                                                           dddmmss.s |
 OC1518| OC1522 HOPE IS S CHIM W WING LGE HSE       APPROX. 5.9 KM 0021704.6 |
 OC1518| OC1544 JEWELL ISLAND RADAR TOWER           APPROX. 3.9 KM 0334710.6 |
 OC1518| OC1519 GREEN ISLAND                         15.859 METERS 03653     |
 OC1518| OC1527 MARK IS STONE BEACON                APPROX.10.0 KM 0482633.7 |
 OC1518| OC1521 JUNK OF PORK ISLAND BEACON          282.832 METERS 14455     |
 OC1518| OC1593 CAPE ELIZABETH CG STA E RAD TR      APPROX.11.2 KM 2122844.8 |
 OC1518| OC1591 CAPE ELIZABETH RADAR TOWER          APPROX.11.2 KM 2123044.2 |
 OC1518| OC1592 CAPE ELIZABETH CG STA W RAD TR      APPROX.11.2 KM 2123233.4 |
 OC1518| CE8197 GREEN ISLAND RM                       4.020 METERS 22027     |
 OC1518| CE8198 GREEN ISLAND RM 1                                  22028     |
 OC1518| OC1784 GREEN ISLAND DATUM 1941             132.650 METERS 22310     |
 OC1518| OC1563 FT WILLIAMS SW RADIO TOWER          APPROX. 7.9 KM 2460322.4 |
 OC1518| OC1559 FT WILLIAMS NE RADIO TOWER          APPROX. 7.8 KM 2462134.8 |
 OC1518| OC1652 CUSHING ISLAND RADIO MAST           APPROX. 5.7 KM 2641116.7 |
 OC1518| OC1672 CUSHING ISLAND RADAR TOWER          APPROX. 5.5 KM 2655725.6 |
 OC1518| OC1836 SOUTH PORTLAND PWRHSE SW STACK      APPROX.10.5 KM 2662451.5 |
 OC1518| OC1650 PEAKS IS STANDPIPE USE              APPROX. 5.7 KM 2781012.2 |
 OC1518| OC1677 MARSH RESET                         APPROX. 3.9 KM 3190846.8 |
 OC1518|---------------------------------------------------------------------|
 OC1518
 OC1518                          SUPERSEDED SURVEY CONTROL
 OC1518
 OC1518  NAD 83(1992)-  43 38 58.41759(N)    070 07 26.44914(W) AD(       ) 2
 OC1518  NAD 83(1986)-  43 38 58.42362(N)    070 07 26.45446(W) AD(       ) 2
 OC1518  NAD 27      -  43 38 58.11900(N)    070 07 28.29000(W) AD(       ) 2
 OC1518
 OC1518.Superseded values are not recommended for survey control.
 OC1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1518.See file dsdata.txt to determine how the superseded data were derived.
 OC1518
 OC1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0935433565(NAD 83)
 OC1518
 OC1518  HISTORY     - Date     Condition        Report By
 OC1518  HISTORY     - 1909     MONUMENTED       USE
 OC1518  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1518  HISTORY     - 1941     SEE DESCRIPTION  CGS
 OC1518  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OC1518
 OC1518                          STATION DESCRIPTION
 OC1518
 OC1518'DESCRIBED BY US ENGINEERS 1909
 OC1518'STATION IS ON THE BARE LEDGE FORMING THE HIGHEST POINT OF
 OC1518'GREEN ISLAND.  THE STATION IS MARKED BY A 3/4-INCH DRILL HOLE
 OC1518'1-1/2 INCHES DEEP IN THE ROCK SURROUNDED BY A ROUGH TRIANGLE.  THE
 OC1518'STATION IS 15.87 METERS FROM THE COAST SURVEY TRIANGULATION
 OC1518'STATION OF THE SAME NAME IN AZIMUTH 216 DEG 55 MIN.  THERE IS
 OC1518'A SLIGHT DEPRESSION IN THE LEDGE BETWEEN THE TWO STATIONS WHERE
 OC1518'GRASS IS GROWING.
 OC1518
 OC1518                          STATION RECOVERY (1933)
 OC1518
 OC1518'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1518'STATION IS ON OUTER GREEN ISLAND, WHICH IS JUST S OF LUCKSE
 OC1518'SOUND AND ON RANGE BETWEEN CUSHING ISLAND AND HALFWAY ROCK
 OC1518'LIGHTHOUSE.  STATION IS ON THE LARGE BARE LEDGE WHICH FORMS THE
 OC1518'HIGHEST POINT, AND IS NEAR THE CENTER OF THE ISLAND.  A NEW
 OC1518'REFERENCE MARK IS IN THE SAME LEDGE AS THE STATION AND IS JUST
 OC1518'S.  THERE IS ALSO AN IRON BOLT IN THE SAME LEDGE 1.84 METERS SE
 OC1518'OF THE STATION.  C. AND G.S. STATION GREEN ISLAND, WHICH IS A
 OC1518'COPPER BOLT WITH AN X CHISELED IN THE HEAD, IS IN A ROCK LEDGE
 OC1518'N OF THE STATION.  THERE IS A SLIGHT DEPRESSION BETWEEN THE
 OC1518'TWO LEDGES.
 OC1518'
 OC1518'THIS STATION WAS ESTABLISHED IN 1909 BY THE U.S.E.
 OC1518
 OC1518                          STATION RECOVERY (1941)
 OC1518
 OC1518'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1518'STATION IS ON THE HIGHEST POINT OF OUTER GREEN ISLAND, WHICH IS
 OC1518'ABOUT 4-1/2 MILES E BY N OF PORTLAND HEAD LIGHTHOUSE, ABOUT 2 MILES
 OC1518'SW OF JEWELL ISLAND IN CASCO BAY, MAINE.
 OC1518'
 OC1518'STATION IS MARKED BY A STANDARD DISK SET IN OUTCROPPING BEDROCK
 OC1518'ON HIGHEST POINT AND APPROXIMATELY IN THE CENTER OF THE
 OC1518'ISLAND.  THERE IS A C. AND G.S. TRIANGULATION STATION 15.850 METERS
 OC1518'NE OF STATION.  THE C. AND G.S. STATION IS A PLUG SET FLUSH WITH
 OC1518'THE GROUND WITH A CROSS IN CENTER OF PLUG.  STATION IS STAMPED
 OC1518'GREEN (USE) 1909, 1933.
 OC1518'
 OC1518'REFERENCE MARK IS ON SAME LEDGE AS STATION, ABOUT THE SAME
 OC1518'ELEVATION AS STATION AND IS STAMPED GREEN (USE) 1909, 1933.
 OC1518'
 OC1518'RAM I LEDGE LIGHTHOUSE SERVES AS AZIMUTH MARK.
 OC1518
 OC1518                          STATION RECOVERY (1943)
 OC1518
 OC1518'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 OC1518'STATION RECOVERED AND FOUND AS DESCRIBED.  ALL MARKS ARE IN GOOD
 OC1518'CONDITION.  DESCRIPTION SUBMITTED BY P.L.B. IN 1941 IS ACCURATE
 OC1518'AND ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1519 ***********************************************************************
 OC1519  DESIGNATION -  GREEN ISLAND
 OC1519  PID         -  OC1519
 OC1519  STATE/COUNTY-  ME/CUMBERLAND
 OC1519  USGS QUAD   -  SOUTH HARPSWELL (1975)
 OC1519
 OC1519                         *CURRENT SURVEY CONTROL
 OC1519  ___________________________________________________________________
 OC1519* NAD 83(1996)-  43 38 58.83059(N)    070 07 26.02363(W)     ADJUSTED  
 OC1519* NAVD 88     -        14.     (meters)      46.     (feet)  SCALED    
 OC1519  ___________________________________________________________________
 OC1519  LAPLACE CORR-           2.78  (seconds)                    DEFLEC99
 OC1519  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 OC1519
 OC1519  HORZ ORDER  -  THIRD
 OC1519
 OC1519.The horizontal coordinates were established by classical geodetic methods
 OC1519.and adjusted by the National Geodetic Survey in March 1998..
 OC1519
 OC1519.The orthometric height was scaled from a topographic map.
 OC1519
 OC1519.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1519
 OC1519.The geoid height was determined by GEOID03.
 OC1519
 OC1519;                    North         East     Units Scale Factor Converg.
 OC1519;SPC ME W     -    90,691.357   903,450.522   MT  0.99996681   +0 01 46.3
 OC1519;UTM  19      - 4,833,577.862   409,363.903   MT  0.99970104   -0 46 32.9
 OC1519
 OC1519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1519!SPC ME W     -   1.00000191  x   0.99996681  =   0.99996872
 OC1519!UTM  19      -   1.00000191  x   0.99970104  =   0.99970295
 OC1519
 OC1519:                Primary Azimuth Mark                     Grid Az
 OC1519:SPC ME W     -  LITTLE GREEN IS                          037 24 56.3
 OC1519:UTM  19      -  LITTLE GREEN IS                          038 13 15.5
 OC1519
 OC1519|---------------------------------------------------------------------|
 OC1519| PID    Reference Object                     Distance      Geod. Az  |
 OC1519|                                                           dddmmss.s |
 OC1519| OC1547 LITTLE GREEN IS                     APPROX. 2.3 KM 0372642.6 |
 OC1519| OC1527 MARK IS STONE BEACON                APPROX.10.0 KM 0482739.7 |
 OC1519| OC1564 DYERS HOUSE                         APPROX. 9.2 KM 2352138.6 |
 OC1519| OC1770 WHITEHEAD                           APPROX. 5.5 KM 2655804.9 |
 OC1519| OC1687 CUSHINGS BARN W END                 APPROX. 5.4 KM 3155655.6 |
 OC1519| OC1684 BRUNSWICK SCHOOLHOUSE               APPROX. 4.9 KM 3274144.9 |
 OC1519| OC1788 WHITE HOUSE                         APPROX. 7.8 KM 3544037.9 |
 OC1519|---------------------------------------------------------------------|
 OC1519
 OC1519                          SUPERSEDED SURVEY CONTROL
 OC1519
 OC1519  NAD 83(1992)-  43 38 58.82859(N)    070 07 26.02439(W) AD(       ) 3
 OC1519  NAD 83(1986)-  43 38 58.83453(N)    070 07 26.02982(W) AD(       ) 3
 OC1519  NAD 27      -  43 38 58.52900(N)    070 07 27.86500(W) AD(       ) 3
 OC1519
 OC1519.Superseded values are not recommended for survey control.
 OC1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1519.See file dsdata.txt to determine how the superseded data were derived.
 OC1519
 OC1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0936433578(NAD 83)
 OC1519
 OC1519  HISTORY     - Date     Condition        Report By
 OC1519  HISTORY     - 1852     MONUMENTED       CGS
 OC1519  HISTORY     - 1911     SEE DESCRIPTION  CGS
 OC1519  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1519  HISTORY     - 1941     SEE DESCRIPTION  CGS
 OC1519
 OC1519                          STATION DESCRIPTION
 OC1519
 OC1519'DESCRIBED BY COAST AND GEODETIC SURVEY 1911
 OC1519'STATION IS ON OUTER GREEN ISLAND, CASCO BAY, ABOUT 4-1/2 MILES E BY
 OC1519'N FROM PORTLAND HEAD LIGHT, ABOUT 2 MILES SW OF JEWELL ISLAND, AND
 OC1519'S OF LUCKSE SOUND.  THE STATION IS NEAR THE HIGHEST POINT AND IS
 OC1519'MARKED BY A COPPER BOLT SET IN A HOLE IN THE ROCK, COVERED BY A
 OC1519'CAIRN AND SURROUNDED BY A CIRCLE.  A STATION OF THE UNITED STATES
 OC1519'ENGINEERS, A DRILL HOLE WITHIN A ROUGH TRIANGLE, IS 15.87 METERS
 OC1519'SW OF THE C. AND G.S. STATION.
 OC1519
 OC1519                          STATION RECOVERY (1933)
 OC1519
 OC1519'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1519'STATION RECOVERED AS DESCRIBED.  A STATION OF THE UNITED STATES
 OC1519'ENGINEERS, A DISK WEDGED IN OUTCROPPING BEDROCK, IS 15,859 METERS SW
 OC1519'OF THE STATION.  GREEN ISLAND 1852 - GREEN ISLAND 1909, REFERENCE
 OC1519'MARK NO.1, A STANDARD DISK SET IN CONCRETE IN A DEPRESSION IN
 OC1519'OUTCROPPING BEDROCK, 19.870 METERS.
 OC1519
 OC1519                          STATION RECOVERY (1941)
 OC1519
 OC1519'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FLP)
 OC1519'RECOVERED AS DESCRIBED IN 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1784 ***********************************************************************
 OC1784  DESIGNATION -  GREEN ISLAND DATUM 1941
 OC1784  PID         -  OC1784
 OC1784  STATE/COUNTY-  ME/CUMBERLAND
 OC1784  USGS QUAD   -  PORTLAND EAST (1975)
 OC1784
 OC1784                         *CURRENT SURVEY CONTROL
 OC1784  ___________________________________________________________________
 OC1784* NAD 83(1996)-  43 38 55.28469(N)    070 07 30.49773(W)     ADJUSTED  
 OC1784* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 OC1784  ___________________________________________________________________
 OC1784  LAPLACE CORR-           2.78  (seconds)                    DEFLEC99
 OC1784  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 OC1784
 OC1784  HORZ ORDER  -  SECOND
 OC1784
 OC1784.The horizontal coordinates were established by classical geodetic methods
 OC1784.and adjusted by the National Geodetic Survey in March 1998..
 OC1784
 OC1784.The orthometric height was scaled from a topographic map.
 OC1784
 OC1784.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1784
 OC1784.The geoid height was determined by GEOID03.
 OC1784
 OC1784;                    North         East     Units Scale Factor Converg.
 OC1784;SPC ME W     -    90,581.874   903,350.315   MT  0.99996680   +0 01 43.2
 OC1784;UTM  19      - 4,833,469.827   409,262.194   MT  0.99970127   -0 46 36.0
 OC1784
 OC1784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1784!SPC ME W     -   1.00000395  x   0.99996680  =   0.99997075
 OC1784!UTM  19      -   1.00000395  x   0.99970127  =   0.99970522
 OC1784
 OC1784                          SUPERSEDED SURVEY CONTROL
 OC1784
 OC1784  NAD 83(1992)-  43 38 55.28270(N)    070 07 30.49849(W) AD(       ) 2
 OC1784  NAD 83(1986)-  43 38 55.28874(N)    070 07 30.50380(W) AD(       ) 2
 OC1784  NAD 27      -  43 38 54.98000(N)    070 07 32.34000(W) AD(       ) 2
 OC1784
 OC1784.Superseded values are not recommended for survey control.
 OC1784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1784.See file dsdata.txt to determine how the superseded data were derived.
 OC1784
 OC1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0926233470(NAD 83)
 OC1784
 OC1784  HISTORY     - Date     Condition        Report By
 OC1784  HISTORY     - 1941     MONUMENTED       CGS
 OC1784
 OC1784                          STATION DESCRIPTION
 OC1784
 OC1784'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1784'STATION IS A LARGE RECTANGULAR WHITEWASH PAINTED ON THE CLIFF ON
 OC1784'THE SW SIDE OF GREEN ISLAND.
 OC1784'
 OC1784'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0299 ***********************************************************************
 OB0299  DESIGNATION -  GREEN ISLAND RESET
 OB0299  PID         -  OB0299
 OB0299  STATE/COUNTY-  ME/KNOX
 OB0299  USGS QUAD   -  HEWETT ISLAND (1973)
 OB0299
 OB0299                         *CURRENT SURVEY CONTROL
 OB0299  ___________________________________________________________________
 OB0299* NAD 83(1996)-  43 54 11.29280(N)    069 00 28.29232(W)     ADJUSTED  
 OB0299* NAVD 88     -        13.     (meters)      43.     (feet)  SCALED    
 OB0299  ___________________________________________________________________
 OB0299  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 OB0299  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 OB0299
 OB0299  HORZ ORDER  -  SECOND
 OB0299
 OB0299.The horizontal coordinates were established by classical geodetic methods
 OB0299.and adjusted by the National Geodetic Survey in March 1998..
 OB0299
 OB0299.The orthometric height was scaled from a topographic map.
 OB0299
 OB0299.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0299
 OB0299.The geoid height was determined by GEOID03.
 OB0299
 OB0299;                    North         East     Units Scale Factor Converg.
 OB0299;SPC ME E     -    26,396.494   259,204.413   MT  0.99992046   -0 21 07.8
 OB0299;UTM  19      - 4,861,114.590   499,368.889   MT  0.99960000   -0 00 19.6
 OB0299
 OB0299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0299!SPC ME E     -   1.00000192  x   0.99992046  =   0.99992238
 OB0299!UTM  19      -   1.00000192  x   0.99960000  =   0.99960192
 OB0299
 OB0299|---------------------------------------------------------------------|
 OB0299| PID    Reference Object                     Distance      Geod. Az  |
 OB0299|                                                           dddmmss.s |
 OB0299| CE8195 GREEN ISLAND RM 1                    10.215 METERS 03007     |
 OB0299| CE8196 GREEN ISLAND RM 2                     4.537 METERS 12907     |
 OB0299| OB0283 MATINICUS ROCK LIGHTHOUSE N         APPROX.18.0 KM 1370741.2 |
 OB0299| OB0284 MATINICUS ROCK LIGHTHOUSE S         APPROX.18.1 KM 1370844.5 |
 OB0299| OB0315 METINIC 1858                        APPROX. 9.6 KM 2634220.9 |
 OB0299| OB0319 TENANTS HARBOR LH                   APPROX.15.6 KM 2942637.0 |
 OB0299|---------------------------------------------------------------------|
 OB0299
 OB0299                          SUPERSEDED SURVEY CONTROL
 OB0299
 OB0299  NAD 83(1992)-  43 54 11.29714(N)    069 00 28.26907(W) AD(       ) 2
 OB0299  NAD 83(1986)-  43 54 11.30114(N)    069 00 28.27656(W) AD(       ) 2
 OB0299  NAD 27      -  43 54 11.00200(N)    069 00 30.13400(W) AD(       ) 2
 OB0299
 OB0299.Superseded values are not recommended for survey control.
 OB0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0299.See file dsdata.txt to determine how the superseded data were derived.
 OB0299
 OB0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ9936961115(NAD 83)
 OB0299
 OB0299  HISTORY     - Date     Condition        Report By
 OB0299  HISTORY     - 1934     MONUMENTED       CGS
 OB0299  HISTORY     - 1913     SEE DESCRIPTION  CGS
 OB0299  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0299  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OB0299  HISTORY     - 1945     SEE DESCRIPTION  CGS
 OB0299  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OB0299
 OB0299                          STATION DESCRIPTION
 OB0299
 OB0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 OB0299'ON LARGE GREEN ISLAND, WHICH LIES OFF THE MOUTH OF WEST
 OB0299'PENOBSCOT BAY, ABOUT 5-1/2 MILES E OF METINIC ISLAND, ABOUT
 OB0299'6 MILES NW OF METINICUS ISLAND, AND ABOUT 5 MILES S OF TWP BUSH
 OB0299'ISLAND LIGHT.  THE STATION IS ON THE HIGHEST PART OF THE ISLAND,
 OB0299'AND IS MARKED BY A HOLE DRILLED IN THE ROCK.
 OB0299
 OB0299                          STATION RECOVERY (1934)
 OB0299
 OB0299'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0299'STATION RECOVERED AS DESCRIBED.  THE STATION IS ON THE SE CORNER
 OB0299'OF LARGE GREEN ISLAND ON THE MORE NORTHWESTERLY ONE OF THE
 OB0299'TWO HIGHEST POINTS ON THAT PART OF THE ISLAND, AND ON THE
 OB0299'SOUTHERLY END OF THE SMALL RIDGE THAT FORMS THAT PARTICULAR
 OB0299'HIGH SPOT.  A STANDARD DISK WAS INSERTED IN THE ORIGINAL DRILL
 OB0299'HOLE AND TWO STANDARD REFERENCE DISKS PLACED AS FOLLOWS--
 OB0299'
 OB0299'REFERENCE MARK NO. 1 IS NE OF THE STATION ON BARE LEDGE.
 OB0299'
 OB0299'REFERENCE MARK NO. 2 IS SE OF THE STATION ALSO ON BARE LEDGE.
 OB0299'
 OB0299'LARGE GREEN ISLAND IS OFF THE MOUTH OF WEST PENOBSCOT BAY, ABOUT
 OB0299'5 MILES S OF TWO BUSH LIGHT, AND ABOUT 5-1/2 MILES E OF
 OB0299'METINIC ISLAND.  A SMALL BOAT CAN LAND IN A COVE ON THE N SIDE
 OB0299'OF THE ISLAND.
 OB0299
 OB0299                          STATION RECOVERY (1943)
 OB0299
 OB0299'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 OB0299'STATION AND REFERENCE MARKS RECOVERED AS PREVIOUSLY
 OB0299'DESCRIBED.  METINICUS ISLAND IS NOW SPELLED MATINICUS.
 OB0299
 OB0299                          STATION RECOVERY (1945)
 OB0299
 OB0299'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (LPR)
 OB0299'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION AND
 OB0299'APPARENTLY UNDISTURBED.  THE STATION IS LOCATED ON THE
 OB0299'HIGHEST POINT OF LARGE GREEN ISLAND AND A LITTLE S OF THE
 OB0299'MIDDLE OF THE ISLAND.  MARK IS SET IN LEDGE ROCK WHICH IS
 OB0299'AMONGST GRASS.  GROUND SLOPES GENTLY TO S, E, AND W OF
 OB0299'STATION, BUT IS NEARLY LEVEL JUST N.
 OB0299
 OB0299                          STATION RECOVERY (1953)
 OB0299
 OB0299'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (PT)
 OB0299'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD
 OB0299'CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE
 OB0299'MEASURED WITH A STEEL TAPE AND FOUND TO BE CORRECT.  THE
 OB0299'DESCRIPTION BY K.G.C. IN 1934 IS ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0298 ***********************************************************************
 OB0298  DESIGNATION -  GREEN ISLAND WESTERNMOST BLDG
 OB0298  PID         -  OB0298
 OB0298  STATE/COUNTY-  ME/KNOX
 OB0298  USGS QUAD   -  HEWETT ISLAND (1973)
 OB0298
 OB0298                         *CURRENT SURVEY CONTROL
 OB0298  ___________________________________________________________________
 OB0298* NAD 83(1996)-  43 54 19.53596(N)    069 00 34.79202(W)     ADJUSTED  
 OB0298* NAVD 88     -                                                        
 OB0298  ___________________________________________________________________
 OB0298  LAPLACE CORR-           2.18  (seconds)                    DEFLEC99
 OB0298  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 OB0298
 OB0298  HORZ ORDER  -  THIRD
 OB0298
 OB0298.The horizontal coordinates were established by classical geodetic methods
 OB0298.and adjusted by the National Geodetic Survey in March 1998..
 OB0298
 OB0298
 OB0298.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0298
 OB0298.The geoid height was determined by GEOID03.
 OB0298
 OB0298;                    North         East     Units Scale Factor Converg.
 OB0298;SPC ME E     -    26,651.779   259,060.951   MT  0.99992061   -0 21 12.4
 OB0298;UTM  19      - 4,861,368.920   499,223.932   MT  0.99960001   -0 00 24.1
 OB0298
 OB0298                          SUPERSEDED SURVEY CONTROL
 OB0298
 OB0298  NAD 83(1992)-  43 54 19.54041(N)    069 00 34.76942(W) AD(       ) 4
 OB0298  NAD 83(1986)-  43 54 19.54449(N)    069 00 34.77701(W) AD(       ) 4
 OB0298  NAD 27      -  43 54 19.26000(N)    069 00 36.67100(W) AD(       ) 3
 OB0298
 OB0298.Superseded values are not recommended for survey control.
 OB0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0298.See file dsdata.txt to determine how the superseded data were derived.
 OB0298
 OB0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ9922461369(NAD 83)
 OB0298
 OB0298  HISTORY     - Date     Condition        Report By
 OB0298  HISTORY     - UNK      MONUMENTED
 OB0298  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OB0298  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OB0298  HISTORY     - 1954     SEE DESCRIPTION  CGS
 OB0298
 OB0298                          STATION DESCRIPTION
 OB0298
 OB0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FLP)
 OB0298'STATION LOCATED WAS THE CHIMNEY ON THE W END OF THE MOST W SMALL,
 OB0298'YELLOW-SHINGLED HOUSE JUST S OF A CELLAR HOLE, AND ON THE N SIDE
 OB0298'OF GREEN ISLAND.  POSITION SHOULD BE VERIFIED BY AIR
 OB0298'COMPILATION OFFICE.
 OB0298
 OB0298                          STATION RECOVERY (1953)
 OB0298
 OB0298'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (PT)
 OB0298'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1943 RECOVERY NOTE.
 OB0298
 OB0298                          STATION RECOVERY (1954)
 OB0298
 OB0298'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HOF)
 OB0298'THIS STATION WAS USED AS A HYDROGRAPHIC SIGNAL IN 1954, BUT IT
 OB0298'WAS NOT VISITED.  ON ACCOUNT OF SEVERAL BUILDINGS IN THE SAME
 OB0298'LOCALITY, THERE WAS SOME DOUBT AS TO THE EXACT POSITION OF
 OB0298'THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2570 ***********************************************************************
 PE2570  DESIGNATION -  GREEN LEDGE
 PE2570  PID         -  PE2570
 PE2570  STATE/COUNTY-  ME/KNOX
 PE2570  USGS QUAD   -  CAPE ROSIER (1979)
 PE2570
 PE2570                         *CURRENT SURVEY CONTROL
 PE2570  ___________________________________________________________________
 PE2570* NAD 83(1996)-  44 17 24.62953(N)    068 49 42.35397(W)     ADJUSTED  
 PE2570* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 PE2570  ___________________________________________________________________
 PE2570  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 PE2570  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 PE2570
 PE2570  HORZ ORDER  -  THIRD
 PE2570
 PE2570.The horizontal coordinates were established by classical geodetic methods
 PE2570.and adjusted by the National Geodetic Survey in March 1998..
 PE2570.No horizontal observational check was made to the station.
 PE2570
 PE2570.The orthometric height was scaled from a topographic map.
 PE2570
 PE2570.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2570
 PE2570.The geoid height was determined by GEOID03.
 PE2570
 PE2570;                    North         East     Units Scale Factor Converg.
 PE2570;SPC ME E     -    69,324.662   273,789.089   MT  0.99990845   -0 13 45.6
 PE2570;UTM  19      - 4,904,117.057   513,688.123   MT  0.99960230   +0 07 11.3
 PE2570
 PE2570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2570!SPC ME E     -   1.00000298  x   0.99990845  =   0.99991143
 PE2570!UTM  19      -   1.00000298  x   0.99960230  =   0.99960528
 PE2570
 PE2570                          SUPERSEDED SURVEY CONTROL
 PE2570
 PE2570  NAD 83(1992)-  44 17 24.63425(N)    068 49 42.33697(W) AD(       ) 3
 PE2570  NAD 83(1986)-  44 17 24.63518(N)    068 49 42.33723(W) AD(       ) 3
 PE2570
 PE2570.Superseded values are not recommended for survey control.
 PE2570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2570.See file dsdata.txt to determine how the superseded data were derived.
 PE2570
 PE2570_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1368804117(NAD 83)
 PE2570_MARKER: DD = SURVEY DISK
 PE2570_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PE2570+WITH SETTING: PAVEMENT
 PE2570_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE2570+STABILITY: SURFACE MOTION
 PE2570
 PE2570  HISTORY     - Date     Condition        Report By
 PE2570  HISTORY     - 1983     MONUMENTED       NOS
 PE2570
 PE2570                          STATION DESCRIPTION
 PE2570
 PE2570'DESCRIBED BY NATIONAL OCEAN SERVICE 1983 (WVH)
 PE2570'THE STATION IS LOCATED ON GREEN LEDGE WHICH IS 0.2  MILE EAST
 PE2570'OF WESTERN ISLAND IN THE NORTHWEST PART OF PENOBSCOT BAY.
 PE2570'
 PE2570'THE STATION IS A STANDARD NOS DISK
 PE2570'STAMPED---GREEN LEDGE 1983---,
 PE2570'SET INTO A DRILL HOLE IN THE CENTER OF A 2.43 METER SQUARE
 PE2570'CONCRETE PAD WHICH HAS A NAVIGATIONAL LIGHT CALLED GREEN
 PE2570'LEDGE LIGHT.
 PE2570'IT IS LOCATED
 PE2570'3.087 METER (10.13 FT) EAST FROM A LARGE 4 INCH DIAMETER EYEBOLT
 PE2570'SET INTO A ROCK,
 PE2570'11.297 METERS (37.06 FT) WEST FROM A SIMILAR EYEBOLT SET IN ROCK
 PE2570'AT THE APPROXIMATE CENTER OF THE ISLAND, AND
 PE2570'1.135 METERS (3.72 FT) NORTH FROM THE SOUTH SIDE OF THE PAD
 PE2570'1.089 METERS (3.57 FT) EAST FROM THE WEST SIDE OF THE PAD.
 PE2570'THERE IS A MARK SET INTO A DRILL HOLE ON A PROMINENT LEDGE ON THE
 PE2570'WEST SIDE OF WESTERN ISLAND.  THE MARK IS A LAG BOLT WHICH IS
 PE2570'SUBMERGED AT HIGH TIDE BUT DRY AT MEDIUM TO LOW TIDE.  THE LAG
 PE2570'BOLT PROJECTS 3 INCHES ABOVE THE HIGH POINT OF THE ISLAND.  THIS
 PE2570'MARK WAS POSITIONED FROM STATION WESTERN ISLAND 1911 AND CALLED
 PE2570'TP 1.  THIS MARK WOULD BE ACCEPTABLE AS AN AZIMUTH MARK FROM
 PE2570'GREEN LEDGE.
 PE2570'
 PE2570'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0098 ***********************************************************************
 QH0098  DESIGNATION -  GREEN LO
 QH0098  PID         -  QH0098
 QH0098  STATE/COUNTY-  ME/SOMERSET
 QH0098  USGS QUAD   -  FOLEY POND (1989)
 QH0098
 QH0098                         *CURRENT SURVEY CONTROL
 QH0098  ___________________________________________________________________
 QH0098* NAD 83(1996)-  45 56 38.53749(N)    070 06 22.65280(W)     ADJUSTED  
 QH0098* NAVD 88     -       729.9    (meters)    2395.     (feet)  VERTCON   
 QH0098  ___________________________________________________________________
 QH0098  LAPLACE CORR-           4.68  (seconds)                    DEFLEC99
 QH0098  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 QH0098
 QH0098  HORZ ORDER  -  SECOND
 QH0098
 QH0098.The horizontal coordinates were established by classical geodetic methods
 QH0098.and adjusted by the National Geodetic Survey in March 1998..
 QH0098
 QH0098.The NAVD 88 height was computed by applying the VERTCON shift value to
 QH0098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QH0098
 QH0098.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0098
 QH0098.The geoid height was determined by GEOID03.
 QH0098
 QH0098;                    North         East     Units Scale Factor Converg.
 QH0098;SPC ME W     -   345,651.280   904,681.343   MT  0.99996694   +0 02 36.2
 QH0098;UTM  19      - 5,088,424.754   414,251.065   MT  0.99969039   -0 47 42.4
 QH0098
 QH0098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0098!SPC ME W     -   0.99988962  x   0.99996694  =   0.99985656
 QH0098!UTM  19      -   0.99988962  x   0.99969039  =   0.99958004
 QH0098
 QH0098|---------------------------------------------------------------------|
 QH0098| PID    Reference Object                     Distance      Geod. Az  |
 QH0098|                                                           dddmmss.s |
 QH0098| QH0099 GREEN LO USGS 1955 RM                 3.465 METERS 06134     |
 QH0098| DA5073 GREEN LO RM 1                        14.616 METERS 19053     |
 QH0098|---------------------------------------------------------------------|
 QH0098
 QH0098                          SUPERSEDED SURVEY CONTROL
 QH0098
 QH0098  NAD 83(1992)-  45 56 38.54029(N)    070 06 22.64166(W) AD(       ) 2
 QH0098  NAD 83(1986)-  45 56 38.54157(N)    070 06 22.66044(W) AD(       ) 2
 QH0098  NAD 27      -  45 56 38.42200(N)    070 06 24.40800(W) AD(       ) 2
 QH0098  NGVD 29 (07/19/86)  730.0    (m)         2395.     (f) VERT ANG       
 QH0098
 QH0098.Superseded values are not recommended for survey control.
 QH0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0098.See file dsdata.txt to determine how the superseded data were derived.
 QH0098
 QH0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL1425188425(NAD 83)
 QH0098_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QH0098_SETTING: 66 = SET IN ROCK OUTCROP
 QH0098
 QH0098  HISTORY     - Date     Condition        Report By
 QH0098  HISTORY     - 1955     MONUMENTED       CGS
 QH0098  HISTORY     - 1981     GOOD             LOCENG
 QH0098
 QH0098                          STATION DESCRIPTION
 QH0098
 QH0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 QH0098'THE STATION IS LOCATED UNDER THE FIRE LOOKOUT TOWER ON THE HIGHEST
 QH0098'POINT OF GREEN MOUNTAIN.  IT IS ABOUT 7 MILES AIRLINE WEST-NORTHWEST
 QH0098'OF PITTSTON FARM AND 18 MILES AIRLINE SOUTHEAST OF ST. ZACHARIE.
 QH0098'
 QH0098'TO REACH FROM PITTSTON FARM, GO SOUTHWEST FOR 0.1 MILE TO
 QH0098'T-INTERSECTION.  TURN RIGHT AND GO NORTHWEST ON GRAVELED ROAD
 QH0098'FOR 0.55 MILE TO A FORK AND SIGN BOUNDARY 25.  TAKE RIGHT FORK
 QH0098'AND GO WESTERLY ON GRAVELED ROAD FOR 8.2 MILES TO SIGN ON RIGHT
 QH0098'GREEN MTN LOOKOUT TRAIL.  PACK NORTHEASTERLY UP TRAIL FOR ABOUT
 QH0098'200 YARDS TO CABIN.  CONTINUE ON GOOD TRAIL ALONG TELEPHONE LINE
 QH0098'FOR ABOUT 45 MINUTES TO HIGHEST POINT OF MOUNTAIN AND THE
 QH0098'STATION.
 QH0098'
 QH0098'THE STATION MARK IS A STANDARD DISK STAMPED GREEN 1955, CEMENTED
 QH0098'IN A DRILL HOLE IN BEDROCK ABOUT 6 INCHES BELOW GROUND SURFACE.  IT
 QH0098'IS AT THE INTERSECTION OF THE DIAGONALS FORMED BY THE FOUR LEGS
 QH0098'OF THE LOOKOUT TOWER.
 QH0098'
 QH0098'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED GREEN
 QH0098'NO 1 1955, CEMENTED IN A DRILL HOLE IN A LARGE BOULDER THAT
 QH0098'PROJECTS 1 FOOT.  IT IS 4 FEET WEST OF THE LOOKOUT TRAIL AND
 QH0098'ABOUT 3 FEET LOWER THAN THE STATION.
 QH0098'
 QH0098'REFERENCE MARK NUMBER TWO IS A U.S. GEOLOGICAL SURVEY REFERENCE
 QH0098'MARK DISK, UNSTAMPED, CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH
 QH0098'WITH THE GROUND.  IT IS 3 FEET NORTHEAST OF THE NORTHEAST LEG
 QH0098'OF THE LOOKOUT TOWER AND AT THE SAME ELEVATION AS THE STATION.
 QH0098
 QH0098                          STATION RECOVERY (1981)
 QH0098
 QH0098'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (HEN)
 QH0098'GREEN 1955 RECOVERED GOOD.  9.5 FEET SSE OF N LEG OF TOWER.
 QH0098'
 QH0098'GREEN NO 1 1955 RECOVERED GOOD.  RECOVERED AS DESCRIBED.
 QH0098'
 QH0098'GREEN NO 2 1955 RECOVERED GOOD.  26.1 FEET W OF STATION MARK, 16.8
 QH0098'FEET WNW OF W LEG OF TOWER 5.4 FEET S OF 12 INCH SPRUCE TREE.
 QH0098'
 QH0098'USGS REFERENCE MARK UNSTAMPED, 2 FEET NE OF NE LEG OF TOWER.  11.5
 QH0098'NE OF STA.
 QH0098'
 QH0098'TO REACH IS ADEQUATE, YOU CAN 2-WHEEL DRIVE TO RANGERS CAMP.  GOOD
 QH0098'TRAIL AND TELEPHONE LINE TO TOWER.  TOWER IS STILL USED AND IN GOOD
 QH0098'CONDITION.  USC AND GS RM-2 WAS APPARENTLY NEVER MEASURED AND IS A
 QH0098'STANDARD DISK STAMPED GREEN NO 2 1955 CEMENTED IN A DRILL HOLE IN
 QH0098'OUTCROPPING BEDROCK.
 QH0098'
 QH0098'DISTANCE AND DIRECTION FROM NEAREST TOWN--18 MI SE OF ST. ZACHARIE
 QH0098'QUEBEL CANADA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0099 ***********************************************************************
 QH0099  DESIGNATION -  GREEN LO USGS 1955 RM
 QH0099  PID         -  QH0099
 QH0099  STATE/COUNTY-  ME/SOMERSET
 QH0099  USGS QUAD   -  FOLEY POND (1989)
 QH0099
 QH0099                         *CURRENT SURVEY CONTROL
 QH0099  ___________________________________________________________________
 QH0099* NAD 83(1996)-  45 56 38.59092(N)    070 06 22.51133(W)     ADJUSTED  
 QH0099* NAVD 88     -       730.     (meters)    2395.     (feet)  SCALED    
 QH0099  ___________________________________________________________________
 QH0099  LAPLACE CORR-           4.68  (seconds)                    DEFLEC99
 QH0099  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 QH0099
 QH0099  HORZ ORDER  -  SECOND
 QH0099
 QH0099.The horizontal coordinates were established by classical geodetic methods
 QH0099.and adjusted by the National Geodetic Survey in March 1998..
 QH0099
 QH0099.The orthometric height was scaled from a topographic map.
 QH0099
 QH0099.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0099
 QH0099.The geoid height was determined by GEOID03.
 QH0099
 QH0099;                    North         East     Units Scale Factor Converg.
 QH0099;SPC ME W     -   345,652.932   904,684.389   MT  0.99996694   +0 02 36.3
 QH0099;UTM  19      - 5,088,426.361   414,254.133   MT  0.99969039   -0 47 42.2
 QH0099
 QH0099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0099!SPC ME W     -   0.99988962  x   0.99996694  =   0.99985656
 QH0099!UTM  19      -   0.99988962  x   0.99969039  =   0.99958004
 QH0099
 QH0099                          SUPERSEDED SURVEY CONTROL
 QH0099
 QH0099  NAD 83(1992)-  45 56 38.59372(N)    070 06 22.50019(W) AD(       ) 2
 QH0099  NAD 83(1986)-  45 56 38.59500(N)    070 06 22.51898(W) AD(       ) 2
 QH0099  NAD 27      -  45 56 38.47500(N)    070 06 24.26700(W) AD(       ) 2
 QH0099
 QH0099.Superseded values are not recommended for survey control.
 QH0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0099.See file dsdata.txt to determine how the superseded data were derived.
 QH0099
 QH0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL1425488426(NAD 83)
 QH0099_MARKER: Z = SEE DESCRIPTION
 QH0099_SETTING: 0 = UNSPECIFIED SETTING
 QH0099_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QH0099
 QH0099  HISTORY     - Date     Condition        Report By
 QH0099  HISTORY     - 1955     MONUMENTED       CGS
 QH0099
 QH0099                          STATION DESCRIPTION
 QH0099
 QH0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 QH0099'THE STATION IS LOCATED ABOUT 18 MILES AIRLINE SOUTHEAST OF
 QH0099'ST. ZACHARIE, QUEBEC, CANADA, 7 MILES AIRLINE WEST NORTHWEST OF
 QH0099'PITTSTON FARM, ON THE HIGHEST PART OF GREEN MOUNTAIN.
 QH0099'
 QH0099'THE MARK IS A U.S. GEOLOGICAL SURVEY REFERENCE DISK, UNSTAMPED,
 QH0099'CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND
 QH0099'SURFACE.  ITS CENTER IS 3.465 METERS, 11.368 FEET NORTHEAST OF
 QH0099'TRIANGULATION STATION GREEN L.O.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1977 ***********************************************************************
 QF1977  DESIGNATION -  GREEN MON BRK TABLET IBC
 QF1977  PID         -  QF1977
 QF1977  STATE/COUNTY-  ME/AROOSTOOK
 QF1977  USGS QUAD   -  ORIENT (1989)
 QF1977
 QF1977                         *CURRENT SURVEY CONTROL
 QF1977  ___________________________________________________________________
 QF1977* NAD 83(1996)-  45 52 01.62912(N)    067 48 18.33231(W)     ADJUSTED  
 QF1977* NAVD 88     -       133.     (meters)     436.     (feet)  SCALED    
 QF1977  ___________________________________________________________________
 QF1977  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 QF1977  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 QF1977
 QF1977  HORZ ORDER  -  THIRD
 QF1977
 QF1977.The horizontal coordinates were established by classical geodetic methods
 QF1977.and adjusted by the National Geodetic Survey in March 1998..
 QF1977
 QF1977.The orthometric height was scaled from a topographic map.
 QF1977
 QF1977.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1977
 QF1977.The geoid height was determined by GEOID03.
 QF1977
 QF1977;                    North         East     Units Scale Factor Converg.
 QF1977;SPC ME E     -   244,740.563   353,953.122   MT  0.99993577   +0 29 55.6
 QF1977;UTM  19      - 5,079,977.865   592,745.511   MT  0.99970575   +0 51 27.6
 QF1977
 QF1977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1977!SPC ME E     -   0.99998288  x   0.99993577  =   0.99991865
 QF1977!UTM  19      -   0.99998288  x   0.99970575  =   0.99968864
 QF1977
 QF1977                          SUPERSEDED SURVEY CONTROL
 QF1977
 QF1977  NAD 83(1992)-  45 52 01.62652(N)    067 48 18.33073(W) AD(       ) 4
 QF1977  NAD 83(1986)-  45 52 01.60148(N)    067 48 18.34781(W) AD(       ) 4
 QF1977  NAD 27      -  45 52 01.44407(N)    067 48 20.30522(W) AD(       ) 3
 QF1977
 QF1977.Superseded values are not recommended for survey control.
 QF1977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1977.See file dsdata.txt to determine how the superseded data were derived.
 QF1977
 QF1977_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9274679978(NAD 83)
 QF1977_MARKER: Z = SEE DESCRIPTION
 QF1977_SETTING: 0 = UNSPECIFIED SETTING
 QF1977_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QF1977
 QF1977  HISTORY     - Date     Condition        Report By
 QF1977  HISTORY     - 1912     MONUMENTED       IBC
 QF1977
 QF1977                          STATION DESCRIPTION
 QF1977
 QF1977'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912
 QF1977'THE STATION IS KNOWN TO BE MARKED, HOWEVER A DESCRIPTION IS NOT
 QF1977'AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1858 ***********************************************************************
 QF1858  DESIGNATION -  GREEN MOUNTAIN
 QF1858  PID         -  QF1858
 QF1858  STATE/COUNTY-  ME/AROOSTOOK
 QF1858  USGS QUAD   -  ORIENT (1989)
 QF1858
 QF1858                         *CURRENT SURVEY CONTROL
 QF1858  ___________________________________________________________________
 QF1858* NAD 83(1996)-  45 47 02.83630(N)    067 45 34.39675(W)     ADJUSTED  
 QF1858* NAVD 88     -       140.     (meters)     459.     (feet)  SCALED    
 QF1858  ___________________________________________________________________
 QF1858  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 QF1858  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 QF1858
 QF1858  HORZ ORDER  -  FIRST
 QF1858
 QF1858.The horizontal coordinates were established by classical geodetic methods
 QF1858.and adjusted by the National Geodetic Survey in March 1998..
 QF1858
 QF1858.The orthometric height was scaled from a topographic map.
 QF1858
 QF1858.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1858
 QF1858.The geoid height was determined by GEOID03.
 QF1858
 QF1858;                    North         East     Units Scale Factor Converg.
 QF1858;SPC ME E     -   235,548.239   357,574.193   MT  0.99994074   +0 31 50.5
 QF1858;UTM  19      - 5,070,810.480   596,423.214   MT  0.99971430   +0 53 20.8
 QF1858
 QF1858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1858!SPC ME E     -   0.99998180  x   0.99994074  =   0.99992254
 QF1858!UTM  19      -   0.99998180  x   0.99971430  =   0.99969610
 QF1858
 QF1858:                Primary Azimuth Mark                     Grid Az
 QF1858:SPC ME E     -  GREENLAND LAKE MOUNTAIN                  181 16 41.5
 QF1858:UTM  19      -  GREENLAND LAKE MOUNTAIN                  180 55 11.2
 QF1858
 QF1858|---------------------------------------------------------------------|
 QF1858| PID    Reference Object                     Distance      Geod. Az  |
 QF1858|                                                           dddmmss.s |
 QF1858| QF1758 GREENLAND LAKE MOUNTAIN             APPROX.17.7 KM 1814832.0 |
 QF1858| CE8866 GREEN MOUNTAIN RM 2                  11.840 METERS 21958     |
 QF1858| QF1761 WESTON METHODIST CHURCH             APPROX.10.7 KM 2380647.8 |
 QF1858| QF1760 PEEKABOO MOUNTAIN                   APPROX.10.2 KM 2454743.8 |
 QF1858| QF1941 ORIENT CHURCH                       APPROX. 5.5 KM 3073131.3 |
 QF1858| CE8867 GREEN MOUNTAIN WM                     5.415 METERS 30805     |
 QF1858| CE8865 GREEN MOUNTAIN RM 1                   7.483 METERS 33825     |
 QF1858|---------------------------------------------------------------------|
 QF1858
 QF1858                          SUPERSEDED SURVEY CONTROL
 QF1858
 QF1858  NAD 83(1992)-  45 47 02.83347(N)    067 45 34.39514(W) AD(       ) 1
 QF1858  NAD 83(1986)-  45 47 02.83875(N)    067 45 34.41410(W) AD(       ) 1
 QF1858  NAD 27      -  45 47 02.62700(N)    067 45 36.37400(W) AD(       ) 1
 QF1858
 QF1858.Superseded values are not recommended for survey control.
 QF1858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1858.See file dsdata.txt to determine how the superseded data were derived.
 QF1858
 QF1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9642370810(NAD 83)
 QF1858_MARKER: DD = SURVEY DISK
 QF1858_SETTING: 0 = UNSPECIFIED SETTING
 QF1858
 QF1858  HISTORY     - Date     Condition        Report By
 QF1858  HISTORY     - 1888     MONUMENTED       CGS
 QF1858  HISTORY     - 1946     GOOD             IBC
 QF1858
 QF1858                          STATION DESCRIPTION
 QF1858
 QF1858'DESCRIBED BY COAST AND GEODETIC SURVEY 1888 (CHB)
 QF1858'LOCATED ABOUT 9 MILES N BY E OF FOREST CITY, 1.5 MILES SSW OF THE
 QF1858'MOST SOUTHERLY PART OF NORTH LAKE, 0.5 MILE E OF THE ROAD FROM
 QF1858'THOROUGHFARE BRIDGE TO FOREST CITY, ON THE HIGHEST POINT OF A PARTLY
 QF1858'WOODED GRANITE LEDGE LOCALLY KNOWN AS GREEN MOUNTAIN, AND ON LAND
 QF1858'OWNED BY LAUREL HIGGS WHO LIVES ABOUT 0.5 MILE SW OF THE STATION.  IT
 QF1858'IS A SMALL BRONZE DISK SET IN BEDROCK, 5 FEET W OF A LARGE BOULDER
 QF1858'ABOUT 5 FEET HIGH AND 4 BY 7 IN DIAMETER.  THE DISK IS STAMPED---U.S.
 QF1858'AND C.B. SURVEY---.  THERE ARE NO DATES STAMPED ON IT.  IT IS
 QF1858'SURROUNDED BY A TRIANGLE CUT IN THE ROCK.
 QF1858'
 QF1858'TO REACH THE STATION FROM HODGDON, MAINE, GO S ON US HIGHWAY 1 FOR
 QF1858'ABOUT 17 MILES TO THE SMALL TOWN OF ORIENT, A MACADAM ROAD LEFT, AND
 QF1858'A SIGN---CANADIAN BORDER ROAD---, TURN LEFT AND GO 3.2 MILES TO THE
 QF1858'CANADIAN BORDER AND CUSTOMS STATION, CROSS AND CONTINUE ON FOR 1.3
 QF1858'MILES TO FOSTERVILLE AND A DIRT T - ROAD RIGHT, TURN RIGHT AND GO S
 QF1858'FOR 1.6 MILES TO THE TOP OF THE RIDGE AND FOOT OF GREEN MOUNTAIN.
 QF1858'LEAVE TRUCK HERE AND TURN LEFT INTO A FARM ROAD GOING IN AN E
 QF1858'DIRECTION TO THE TOP OF THE HILL AND A TRIANGULAR BLAZED 3 - INCH
 QF1858'BIRCH TREE ON THE N EDGE OF THE WOODS, AND STATION.
 QF1858'
 QF1858'REFERENCE MARK 1 IS A USC AND GS BRONZE DISK SET IN A DRILL HOLE IN
 QF1858'BEDROCK FLUSH WITH THE GROUND AND ABOUT THE SAME ELEVATION AS THE
 QF1858'STATION MARK.  THE DISK IS STAMPED---GREEN MOUNTAIN NO 1 1941---.
 QF1858'
 QF1858'REFERENCE MARK 2 IS A USC AND GS BRONZE DISK SET IN A DRILL HOLE IN
 QF1858'BEDROCK FLUSH WITH THE GROUND AND ABOUT THE SAME ELEVATION AS THE
 QF1858'STATION MARK.  THE DISK IS STAMPED---GREEN MOUNTAIN NO 2 1941---.
 QF1858'
 QF1858'A CROSS WITHIN A TRIANGLE IS CUT IN THE ROCK ON A POINT OF THE SAME
 QF1858'LEDGE 5.415 METERS NW OF THE STATION MARK.
 QF1858
 QF1858                          STATION RECOVERY (1946)
 QF1858
 QF1858'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF1858'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1713 ***********************************************************************
 QF1713  DESIGNATION -  GREEN MUD LK IBC
 QF1713  PID         -  QF1713
 QF1713  STATE/COUNTY-  ME/WASHINGTON
 QF1713  USGS QUAD   -  FOREST CITY (1988)
 QF1713
 QF1713                         *CURRENT SURVEY CONTROL
 QF1713  ___________________________________________________________________
 QF1713* NAD 83(1996)-  45 41 16.77154(N)    067 44 06.36382(W)     ADJUSTED  
 QF1713* NAVD 88     -       130.     (meters)     427.     (feet)  SCALED    
 QF1713  ___________________________________________________________________
 QF1713  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 QF1713  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 QF1713
 QF1713  HORZ ORDER  -  THIRD
 QF1713
 QF1713.The horizontal coordinates were established by classical geodetic methods
 QF1713.and adjusted by the National Geodetic Survey in March 1998..
 QF1713
 QF1713.The orthometric height was scaled from a topographic map.
 QF1713
 QF1713.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1713
 QF1713.The geoid height was determined by GEOID03.
 QF1713
 QF1713;                    North         East     Units Scale Factor Converg.
 QF1713;SPC ME E     -   224,882.853   359,577.750   MT  0.99994362   +0 32 50.4
 QF1713;UTM  19      - 5,060,160.227   598,492.927   MT  0.99971926   +0 54 18.6
 QF1713
 QF1713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1713!SPC ME E     -   0.99998338  x   0.99994362  =   0.99992700
 QF1713!UTM  19      -   0.99998338  x   0.99971926  =   0.99970264
 QF1713
 QF1713|---------------------------------------------------------------------|
 QF1713| PID    Reference Object                     Distance      Geod. Az  |
 QF1713|                                                           dddmmss.s |
 QF1713| QF1696 OLDGATE IBC                         326.046 METERS 06629     |
 QF1713| QF1693 REFERENCE MON 71=NEWGATE            357.262 METERS 07848     |
 QF1713| QF1702 PEMB IBC                            361.702 METERS 14204     |
 QF1713| QF1710 TON IBC                             255.383 METERS 17132     |
 QF1713|---------------------------------------------------------------------|
 QF1713
 QF1713                          SUPERSEDED SURVEY CONTROL
 QF1713
 QF1713  NAD 83(1992)-  45 41 16.76842(N)    067 44 06.36204(W) AD(       ) 3
 QF1713  NAD 83(1986)-  45 41 16.77294(N)    067 44 06.37852(W) AD(       ) 3
 QF1713  NAD 27      -  45 41 16.55300(N)    067 44 08.35000(W) AD(       ) 3
 QF1713
 QF1713.Superseded values are not recommended for survey control.
 QF1713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1713.See file dsdata.txt to determine how the superseded data were derived.
 QF1713
 QF1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9849360160(NAD 83)
 QF1713_MARKER: DD = SURVEY DISK
 QF1713_SETTING: 80 = SET IN A BOULDER
 QF1713_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF1713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1713+STABILITY: SURFACE MOTION
 QF1713
 QF1713  HISTORY     - Date     Condition        Report By
 QF1713  HISTORY     - 1912     MONUMENTED       IBC
 QF1713  HISTORY     - 1955     GOOD             IBC
 QF1713  HISTORY     - 1972     GOOD             IBC
 QF1713
 QF1713                          STATION DESCRIPTION
 QF1713
 QF1713'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (AJB)
 QF1713'ON THE W SHORE OF MUD LAKE, OPPOSITE THE DAM AT THE OUTLET OF THE
 QF1713'LAKE.  IT IS ABOUT 10.5 METERS FROM THE EDGE OF TREES, ON THE
 QF1713'LARGEST ROCK IN THE VICINITY.  THE ROCK IS TRIANGULAR IN SHAPE, WITH
 QF1713'SIDES 3.0, 2.1, AND 2.6 METERS, RESPECTIVELY, AND IS 1.2 METERS HIGH.
 QF1713'STATION ROCK IS AT EDGE OF WATER, 100 FEET N OF A POINT OF TREES, AND
 QF1713'HAS 3 DRILL HOLES IN IT FOR GUY WIRES.
 QF1713'
 QF1713'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE IN THE ROCK.
 QF1713'CROSSES WITHIN TRIANGLES ARE CUT IN TWO ROCKS W OF THE STATION, ONE
 QF1713'AT A DISTANCE OF 16.94 METERS AND THE OTHER AT A DISTANCE OF 12.67
 QF1713'METERS FROM THE STATION.
 QF1713
 QF1713                          STATION RECOVERY (1955)
 QF1713
 QF1713'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1713'STATION RECOVERED IN GOOD CONDITION.
 QF1713
 QF1713                          STATION RECOVERY (1972)
 QF1713
 QF1713'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1713'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0195 ***********************************************************************
 SF0195  DESIGNATION -  GREEN RIVER CH SPIRE IBC 1951
 SF0195  PID         -  SF0195
 SF0195  STATE/COUNTY-  ME/AROOSTOOK
 SF0195  USGS QUAD   -  GRAND ISLE (1986)
 SF0195
 SF0195                         *CURRENT SURVEY CONTROL
 SF0195  ___________________________________________________________________
 SF0195* NAD 83(1996)-  47 18 53.84829(N)    068 08 30.02392(W)     ADJUSTED  
 SF0195* NAVD 88     -                                                        
 SF0195  ___________________________________________________________________
 SF0195  LAPLACE CORR-           5.62  (seconds)                    DEFLEC99
 SF0195  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 SF0195
 SF0195  HORZ ORDER  -  THIRD
 SF0195
 SF0195.The horizontal coordinates were established by classical geodetic methods
 SF0195.and adjusted by the National Geodetic Survey in March 1998..
 SF0195
 SF0195
 SF0195.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0195
 SF0195.The geoid height was determined by GEOID03.
 SF0195
 SF0195;                    North         East     Units Scale Factor Converg.
 SF0195;SPC ME E     -   405,497.788   327,089.607   MT  0.99990902   +0 15 48.3
 SF0195;UTM  19      - 5,240,522.394   564,870.131   MT  0.99965172   +0 37 51.5
 SF0195
 SF0195                          SUPERSEDED SURVEY CONTROL
 SF0195
 SF0195  NAD 83(1992)-  47 18 53.84403(N)    068 08 30.02146(W) AD(       ) 4
 SF0195  NAD 83(1986)-  47 18 53.84718(N)    068 08 30.01317(W) AD(       ) 4
 SF0195  NAD 27      -  47 18 53.69987(N)    068 08 31.88314(W) AD(       ) 3
 SF0195
 SF0195.Superseded values are not recommended for survey control.
 SF0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0195.See file dsdata.txt to determine how the superseded data were derived.
 SF0195
 SF0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN6487040522(NAD 83)
 SF0195
 SF0195  HISTORY     - Date     Condition        Report By
 SF0195  HISTORY     - 1951     MONUMENTED       CGS
 SF0195  HISTORY     - 1975     SEE DESCRIPTION  NGS
 SF0195
 SF0195                          STATION DESCRIPTION
 SF0195
 SF0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CRM)
 SF0195'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 SF0195'CONDITION.  THE 1973 DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0198 ***********************************************************************
 SF0198  DESIGNATION -  GREEN RIVER CONC STP IBC 1973
 SF0198  PID         -  SF0198
 SF0198  STATE/COUNTY-  ME/AROOSTOOK
 SF0198  USGS QUAD   -  GRAND ISLE (1986)
 SF0198
 SF0198                         *CURRENT SURVEY CONTROL
 SF0198  ___________________________________________________________________
 SF0198* NAD 83(1996)-  47 19 14.79193(N)    068 08 27.87129(W)     ADJUSTED  
 SF0198* NAVD 88     -                                                        
 SF0198  ___________________________________________________________________
 SF0198  LAPLACE CORR-           5.82  (seconds)                    DEFLEC99
 SF0198  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 SF0198
 SF0198  HORZ ORDER  -  THIRD
 SF0198
 SF0198.The horizontal coordinates were established by classical geodetic methods
 SF0198.and adjusted by the National Geodetic Survey in March 1998..
 SF0198
 SF0198
 SF0198.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0198
 SF0198.The geoid height was determined by GEOID03.
 SF0198
 SF0198;                    North         East     Units Scale Factor Converg.
 SF0198;SPC ME E     -   406,144.722   327,131.834   MT  0.99990904   +0 15 49.9
 SF0198;UTM  19      - 5,241,169.419   564,908.197   MT  0.99965178   +0 37 53.3
 SF0198
 SF0198                          SUPERSEDED SURVEY CONTROL
 SF0198
 SF0198  NAD 83(1992)-  47 19 14.78764(N)    068 08 27.86886(W) AD(       ) 4
 SF0198  NAD 83(1986)-  47 19 14.79080(N)    068 08 27.86043(W) AD(       ) 4
 SF0198  NAD 27      -  47 19 14.64159(N)    068 08 29.72893(W) AD(       ) 3
 SF0198
 SF0198.Superseded values are not recommended for survey control.
 SF0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0198.See file dsdata.txt to determine how the superseded data were derived.
 SF0198
 SF0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN6490841169(NAD 83)
 SF0198_MARKER: 52 = STANDPIPE TANK
 SF0198
 SF0198  HISTORY     - Date     Condition        Report By
 SF0198  HISTORY     - 1973     FIRST OBSERVED   IBC
 SF0198  HISTORY     - 1975     GOOD             NGS
 SF0198
 SF0198                          STATION DESCRIPTION
 SF0198
 SF0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CRM)
 SF0198'THE STATION WAS RECOVERED AS AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0200 ***********************************************************************
 SF0200  DESIGNATION -  GREEN RIVER SCH CUP IBC 1951
 SF0200  PID         -  SF0200
 SF0200  STATE/COUNTY-  ME/AROOSTOOK
 SF0200  USGS QUAD   -  GRAND ISLE (1986)
 SF0200
 SF0200                         *CURRENT SURVEY CONTROL
 SF0200  ___________________________________________________________________
 SF0200* NAD 83(1996)-  47 19 17.50812(N)    068 08 47.31440(W)     ADJUSTED  
 SF0200* NAVD 88     -                                                        
 SF0200  ___________________________________________________________________
 SF0200  LAPLACE CORR-           5.71  (seconds)                    DEFLEC99
 SF0200  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 SF0200
 SF0200  HORZ ORDER  -  THIRD
 SF0200
 SF0200.The horizontal coordinates were established by classical geodetic methods
 SF0200.and adjusted by the National Geodetic Survey in March 1998..
 SF0200
 SF0200
 SF0200.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0200
 SF0200.The geoid height was determined by GEOID03.
 SF0200
 SF0200;                    North         East     Units Scale Factor Converg.
 SF0200;SPC ME E     -   406,226.730   326,723.191   MT  0.99990877   +0 15 35.6
 SF0200;UTM  19      - 5,241,248.783   564,499.142   MT  0.99965113   +0 37 39.0
 SF0200
 SF0200                          SUPERSEDED SURVEY CONTROL
 SF0200
 SF0200  NAD 83(1992)-  47 19 17.50381(N)    068 08 47.31195(W) AD(       ) 4
 SF0200  NAD 83(1986)-  47 19 17.50703(N)    068 08 47.30353(W) AD(       ) 4
 SF0200  NAD 27      -  47 19 17.35921(N)    068 08 49.17131(W) AD(       ) 3
 SF0200
 SF0200.Superseded values are not recommended for survey control.
 SF0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0200.See file dsdata.txt to determine how the superseded data were derived.
 SF0200
 SF0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN6449941249(NAD 83)
 SF0200_MARKER: 86 = CUPOLA
 SF0200
 SF0200  HISTORY     - Date     Condition        Report By
 SF0200  HISTORY     - 1951     FIRST OBSERVED   IBC
 SF0200  HISTORY     - 1957     GOOD             CGS
 SF0200  HISTORY     - 1959     GOOD             CGS
 SF0200  HISTORY     - 1962     GOOD             CGS
 SF0200  HISTORY     - 1975     GOOD             NGS
 SF0200  HISTORY     - 1975     GOOD             NGS
 SF0200
 SF0200                          STATION DESCRIPTION
 SF0200
 SF0200'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1951 (NWS)
 SF0200'THE CUPOLA ON THE SCHOOLHOUSE NEAR THE WEST END OF GREEN RIVER, N.B.
 SF0200
 SF0200                          STATION RECOVERY (1957)
 SF0200
 SF0200'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (NWS)
 SF0200'RECOVERED.
 SF0200
 SF0200                          STATION RECOVERY (1959)
 SF0200
 SF0200'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (NWS)
 SF0200'INSPECTED.
 SF0200
 SF0200                          STATION RECOVERY (1962)
 SF0200
 SF0200'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (NWS)
 SF0200'INSPECTED.
 SF0200
 SF0200                          STATION RECOVERY (1975)
 SF0200
 SF0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CRM)
 SF0200'RECOVERED IN GOOD CONDITION.
 SF0200'
 SF0200'THE STATION IS LOCATED IN THE NORTHWEST SECTION OF THE VILLAGE
 SF0200'OF GREEN RIVER (ALSO KNOWN AS RIVIERE-VERTE), AND ON THE
 SF0200'NORTHEASTERN SIDE OF THE MAIN NORTHWEST-SOUTHEAST PAVED ROAD IN THE
 SF0200'VILLAGE.
 SF0200'
 SF0200'THE CUPOLA IS A SMALL SQUARE BELL TOWER ATTACHED TO THE MIDDLE
 SF0200'OF THE ROOF OF THE OLD SCHOOL BUILDING.  BOTH THE BUILDING AND
 SF0200'THE CUPOLA ARE OF WOOD CONSTRUCTION, WITH BROWN IMITATION BRICK
 SF0200'SIDING.  THERE IS A SMALL FLAG POLE ATOP AND CENTER OF THE
 SF0200'CUPOLA.
 SF0200
 SF0200                          STATION RECOVERY (1975)
 SF0200
 SF0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CRM)
 SF0200'THIS STATION WAS RECOVERED AS DESCRIBED IN 1975 AND IS IN GOOD
 SF0200'CONDITION.  THE PREVIOUS DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1208 ***********************************************************************
 OC1208  DESIGNATION -  GREEN RM 1
 OC1208  PID         -  OC1208
 OC1208  STATE/COUNTY-  ME/YORK
 OC1208  USGS QUAD   -  WELLS (1979)
 OC1208
 OC1208                         *CURRENT SURVEY CONTROL
 OC1208  ___________________________________________________________________
 OC1208* NAD 83(1986)-  43 16 38.     (N)    070 37 04.     (W)     SCALED    
 OC1208* NAVD 88     -        50.807  (meters)     166.69   (feet)  ADJUSTED  
 OC1208  ___________________________________________________________________
 OC1208  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 OC1208  DYNAMIC HT  -          50.799 (meters)     166.66  (feet)  COMP
 OC1208  MODELED GRAV-     980,465.1   (mgal)                       NAVD 88
 OC1208
 OC1208  VERT ORDER  -  SECOND    CLASS I
 OC1208
 OC1208.The horizontal coordinates were scaled from a topographic map and have
 OC1208.an estimated accuracy of +/- 6 seconds.
 OC1208
 OC1208.The orthometric height was determined by differential leveling
 OC1208.and adjusted by the National Geodetic Survey in June 1991..
 OC1208
 OC1208.The geoid height was determined by GEOID03.
 OC1208
 OC1208.The dynamic height is computed by dividing the NAVD 88
 OC1208.geopotential number by the normal gravity value computed on the
 OC1208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1208.degrees latitude (g = 980.6199 gals.).
 OC1208
 OC1208.The modeled gravity was interpolated from observed gravity values.
 OC1208
 OC1208;                    North         East    Units  Estimated Accuracy
 OC1208;SPC ME W     -    49,410.      863,380.      MT  (+/- 180 meters Scaled)
 OC1208
 OC1208                          SUPERSEDED SURVEY CONTROL
 OC1208
 OC1208  NGVD 29 (??/??/92)   51.032  (m)          167.43   (f) ADJ UNCH    2 1
 OC1208
 OC1208.Superseded values are not recommended for survey control.
 OC1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1208.See file dsdata.txt to determine how the superseded data were derived.
 OC1208
 OC1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH687928(NAD 83)
 OC1208_MARKER: DD = SURVEY DISK
 OC1208_SETTING: 80 = SET IN A BOULDER
 OC1208_SP_SET: BOULDER
 OC1208_STAMPING: GREEN RM-1 1974
 OC1208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC1208+STABILITY: SURFACE MOTION
 OC1208
 OC1208  HISTORY     - Date     Condition        Report By
 OC1208  HISTORY     - 1974     MONUMENTED       MEDT
 OC1208
 OC1208                          STATION DESCRIPTION
 OC1208
 OC1208'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 OC1208'3.5 MI SW FROM WELLS.
 OC1208'ABOUT 3.5 MILES SOUTHWEST ALONG THE MAINE TURNPIKE SOUTHBOUND FROM
 OC1208'TOLL GATE NO. 2 (WELLS-SANFORD) AND ABOUT 0.25 MILE NORTHEAST OF
 OC1208'MILEPOST 14, A DISK SET FLUSH IN A 1 BY 2 FOOT BOULDER PROJECTING 1
 OC1208'FOOT ABOVE GROUND, 146 FEET NORTHWEST OF THE CENTERLINE OF THE MAINE
 OC1208'TURNPIKE SOUTHBOUND, 109 FEET NORTHWEST OF THE TRIANGULAR BLAZED 40
 OC1208'INCH PINE, 22 FEET WEST OF R/W FENCE LINE AND 103.90 FEET NORTH OF THE
 OC1208'STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1209 ***********************************************************************
 OC1209  DESIGNATION -  GREEN RM 2
 OC1209  PID         -  OC1209
 OC1209  STATE/COUNTY-  ME/YORK
 OC1209  USGS QUAD   -  WELLS (1979)
 OC1209
 OC1209                         *CURRENT SURVEY CONTROL
 OC1209  ___________________________________________________________________
 OC1209* NAD 83(1986)-  43 16 38.     (N)    070 37 04.     (W)     SCALED    
 OC1209* NAVD 88     -        50.827  (meters)     166.75   (feet)  ADJUSTED  
 OC1209  ___________________________________________________________________
 OC1209  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 OC1209  DYNAMIC HT  -          50.819 (meters)     166.73  (feet)  COMP
 OC1209  MODELED GRAV-     980,465.1   (mgal)                       NAVD 88
 OC1209
 OC1209  VERT ORDER  -  SECOND    CLASS I
 OC1209
 OC1209.The horizontal coordinates were scaled from a topographic map and have
 OC1209.an estimated accuracy of +/- 6 seconds.
 OC1209
 OC1209.The orthometric height was determined by differential leveling
 OC1209.and adjusted by the National Geodetic Survey in June 1991..
 OC1209
 OC1209.The geoid height was determined by GEOID03.
 OC1209
 OC1209.The dynamic height is computed by dividing the NAVD 88
 OC1209.geopotential number by the normal gravity value computed on the
 OC1209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1209.degrees latitude (g = 980.6199 gals.).
 OC1209
 OC1209.The modeled gravity was interpolated from observed gravity values.
 OC1209
 OC1209;                    North         East    Units  Estimated Accuracy
 OC1209;SPC ME W     -    49,410.      863,380.      MT  (+/- 180 meters Scaled)
 OC1209
 OC1209                          SUPERSEDED SURVEY CONTROL
 OC1209
 OC1209  NGVD 29 (??/??/92)   51.052  (m)          167.49   (f) ADJ UNCH    2 1
 OC1209
 OC1209.Superseded values are not recommended for survey control.
 OC1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1209.See file dsdata.txt to determine how the superseded data were derived.
 OC1209
 OC1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH687928(NAD 83)
 OC1209_MARKER: DD = SURVEY DISK
 OC1209_SETTING: 80 = SET IN A BOULDER
 OC1209_SP_SET: BOULDER
 OC1209_STAMPING: GREEN RM-2 1974
 OC1209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC1209+STABILITY: SURFACE MOTION
 OC1209
 OC1209  HISTORY     - Date     Condition        Report By
 OC1209  HISTORY     - 1974     MONUMENTED       MEDT
 OC1209
 OC1209                          STATION DESCRIPTION
 OC1209
 OC1209'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 OC1209'3.5 MI SW FROM WELLS.
 OC1209'ABOUT 3.5 MILES SOUTHWEST ALONG THE MAINE TURNPIKE SOUTHBOUND FROM
 OC1209'TOLL GATE NO. 2 (WELLS-SANFORD), AND ABOUT 0.25 MILE NORTHEAST OF
 OC1209'MILEPOST 14, A DISK SET FLUSH IN A 2 BY 3 FOOT BOULDER PROJECTING 1
 OC1209'FOOT ABOVE GROUND, 169 FEET NORTHWEST OF THE CENTERLINE OF THE MAINE
 OC1209'TURNPIKE SOUTHBOUND, 120 FEET NORTHWEST OF THE WOODS LINE, 45 FEET
 OC1209'NORTHWEST FROM THE R/W FENCE LINE AND 64.80 FEET NORTHWEST OF THE
 OC1209'STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2390 ***********************************************************************
 OC2390  DESIGNATION -  GREENACRE 1900
 OC2390  PID         -  OC2390
 OC2390  STATE/COUNTY-  ME/YORK
 OC2390  USGS QUAD   -  PORTSMOUTH (1993)
 OC2390
 OC2390                         *CURRENT SURVEY CONTROL
 OC2390  ___________________________________________________________________
 OC2390* NAD 83(1996)-  43 06 41.15673(N)    070 47 48.48407(W)     ADJUSTED  
 OC2390* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 OC2390  ___________________________________________________________________
 OC2390  LAPLACE CORR-           3.48  (seconds)                    DEFLEC99
 OC2390  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 OC2390
 OC2390  HORZ ORDER  -  THIRD
 OC2390
 OC2390.The horizontal coordinates were established by classical geodetic methods
 OC2390.and adjusted by the National Geodetic Survey in March 1998..
 OC2390
 OC2390.The orthometric height was scaled from a topographic map.
 OC2390
 OC2390.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2390
 OC2390.The geoid height was determined by GEOID03.
 OC2390
 OC2390;                    North         East     Units Scale Factor Converg.
 OC2390;SPC ME W     -    31,086.356   848,712.815   MT  0.99999901   -0 25 50.4
 OC2390;UTM  19      - 4,774,756.155   353,809.017   MT  0.99986291   -1 13 41.5
 OC2390
 OC2390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2390!SPC ME W     -   1.00000328  x   0.99999901  =   1.00000229
 OC2390!UTM  19      -   1.00000328  x   0.99986291  =   0.99986619
 OC2390
 OC2390|---------------------------------------------------------------------|
 OC2390| PID    Reference Object                     Distance      Geod. Az  |
 OC2390|                                                           dddmmss.s |
 OC2390| OC2391 GREENACRE TALL FLAGSTAFF             78.002 METERS 06803     |
 OC2390| OC2392 GREENACRE HOTEL WEST CHIMNEY        198.923 METERS 09155     |
 OC2390| OC2418 S ELIOT SCHOOLHOUSE 7 FLAG          APPROX. 1.9 KM 1272744.7 |
 OC2390| OC2484 PORTSMOUTH N CHURCH SPIRE           APPROX. 5.0 KM 1403148.9 |
 OC2390| OC2389 D PICKERING BARN NORTH GABLE        APPROX. 2.0 KM 1540932.5 |
 OC2390|---------------------------------------------------------------------|
 OC2390
 OC2390                          SUPERSEDED SURVEY CONTROL
 OC2390
 OC2390  NAD 83(1992)-  43 06 41.15585(N)    070 47 48.48408(W) AD(       ) 3
 OC2390  NAD 83(1986)-  43 06 41.15972(N)    070 47 48.48987(W) AD(       ) 3
 OC2390  NAD 27      -  43 06 40.84000(N)    070 47 50.29000(W) AD(       ) 3
 OC2390
 OC2390.Superseded values are not recommended for survey control.
 OC2390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2390.See file dsdata.txt to determine how the superseded data were derived.
 OC2390
 OC2390_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH5380974756(NAD 83)
 OC2390
 OC2390  HISTORY     - Date     Condition        Report By
 OC2390  HISTORY     - 1900     MONUMENTED       CGS
 OC2390  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OC2390
 OC2390                          STATION DESCRIPTION
 OC2390
 OC2390'DESCRIBED BY COAST AND GEODETIC SURVEY 1900 (WBF)
 OC2390'STATION IS ON THE GRASSY KNOLL THAT IS JUST W OF THE STONE WALL
 OC2390'ON THE W SIDE OF THE GREENACRE PROPERTY.  IT IS NOT ON THE
 OC2390'HIGHEST PART OF HILL, BUT ABOUT 50 FEET NEARER THE RIVER
 OC2390'BANK.  THE STATION IS MARKED BY A DRILL HOLE IN LARGE ROCK SUNK
 OC2390'18 INCHES IN THE GROUND, THE TOP BEING LEVEL WITH THE
 OC2390'SURFACE.  THE GREENACRE HOTEL IS ABOUT 300 YARDS FROM THE
 OC2390'TRIANGULATION STATION.
 OC2390
 OC2390                          STATION RECOVERY (1943)
 OC2390
 OC2390'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 OC2390'STATION WAS NOT RECOVERED.  ACCORDING TO MR. V.P. JUNKINS, IN
 OC2390'1910 THE KNOLL MENTIONED IN THE DESCRIPTION WAS DUG OUT FOR A
 OC2390'GRAVEL BANK AND THIS STATION DESTROYED.
 OC2390'
 OC2390'IT IS RECOMMENDED THAT THIS STATION BE CLASSIFIED AS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2392 ***********************************************************************
 OC2392  DESIGNATION -  GREENACRE HOTEL WEST CHIMNEY
 OC2392  PID         -  OC2392
 OC2392  STATE/COUNTY-  ME/YORK
 OC2392  USGS QUAD   -  PORTSMOUTH (1993)
 OC2392
 OC2392                         *CURRENT SURVEY CONTROL
 OC2392  ___________________________________________________________________
 OC2392* NAD 83(1996)-  43 06 40.94177(N)    070 47 39.69067(W)     ADJUSTED  
 OC2392* NAVD 88     -                                                        
 OC2392  ___________________________________________________________________
 OC2392  LAPLACE CORR-           3.51  (seconds)                    DEFLEC99
 OC2392  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 OC2392
 OC2392  HORZ ORDER  -  THIRD
 OC2392
 OC2392.The horizontal coordinates were established by classical geodetic methods
 OC2392.and adjusted by the National Geodetic Survey in March 1998..
 OC2392
 OC2392
 OC2392.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2392
 OC2392.The geoid height was determined by GEOID03.
 OC2392
 OC2392;                    North         East     Units Scale Factor Converg.
 OC2392;SPC ME W     -    31,078.231   848,911.572   MT  0.99999876   -0 25 44.3
 OC2392;SPC NH       -    68,283.866   370,998.067   MT  1.00002865   +0 35 46.2
 OC2392;SPC NH       -   224,027.98  1,217,182.82   sFT  1.00002865   +0 35 46.2
 OC2392;UTM  19      - 4,774,745.266   354,007.615   MT  0.99986220   -1 13 35.5
 OC2392
 OC2392                          SUPERSEDED SURVEY CONTROL
 OC2392
 OC2392  NAD 83(1992)-  43 06 40.94089(N)    070 47 39.69067(W) AD(       ) 4
 OC2392  NAD 83(1986)-  43 06 40.94476(N)    070 47 39.69641(W) AD(       ) 4
 OC2392  NAD 27      -  43 06 40.63000(N)    070 47 41.50000(W) AD(       ) 3
 OC2392
 OC2392.Superseded values are not recommended for survey control.
 OC2392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2392.See file dsdata.txt to determine how the superseded data were derived.
 OC2392
 OC2392_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH5400874745(NAD 83)
 OC2392
 OC2392  HISTORY     - Date     Condition        Report By
 OC2392  HISTORY     - UNK      MONUMENTED
 OC2392  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OC2392
 OC2392                          STATION DESCRIPTION
 OC2392
 OC2392'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FLG)
 OC2392'STATION RECOVERED IN GOOD CONDITION.  IT IS LOCATED ABOUT 1 MILE
 OC2392'NW OF PORTSMOUTH ALONG THE PISCATAQUA RIVER IN THE VICINITY
 OC2392'OF SOUTH ELIOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2391 ***********************************************************************
 OC2391  DESIGNATION -  GREENACRE TALL FLAGSTAFF
 OC2391  PID         -  OC2391
 OC2391  STATE/COUNTY-  ME/YORK
 OC2391  USGS QUAD   -  PORTSMOUTH (1993)
 OC2391
 OC2391                         *CURRENT SURVEY CONTROL
 OC2391  ___________________________________________________________________
 OC2391* NAD 83(1996)-  43 06 42.10164(N)    070 47 45.28422(W)     ADJUSTED  
 OC2391* NAVD 88     -                                                        
 OC2391  ___________________________________________________________________
 OC2391  LAPLACE CORR-           3.49  (seconds)                    DEFLEC99
 OC2391  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 OC2391
 OC2391  HORZ ORDER  -  THIRD
 OC2391
 OC2391.The horizontal coordinates were established by classical geodetic methods
 OC2391.and adjusted by the National Geodetic Survey in March 1998..
 OC2391
 OC2391
 OC2391.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2391
 OC2391.The geoid height was determined by GEOID03.
 OC2391
 OC2391;                    North         East     Units Scale Factor Converg.
 OC2391;SPC ME W     -    31,114.971   848,785.378   MT  0.99999892   -0 25 48.2
 OC2391;SPC NH       -    68,318.343   370,871.232   MT  1.00002843   +0 35 42.4
 OC2391;SPC NH       -   224,141.10  1,216,766.70   sFT  1.00002843   +0 35 42.4
 OC2391;UTM  19      - 4,774,783.754   353,881.961   MT  0.99986265   -1 13 39.3
 OC2391
 OC2391                          SUPERSEDED SURVEY CONTROL
 OC2391
 OC2391  NAD 83(1992)-  43 06 42.10076(N)    070 47 45.28422(W) AD(       ) 4
 OC2391  NAD 83(1986)-  43 06 42.10449(N)    070 47 45.28977(W) AD(       ) 4
 OC2391  NAD 27      -  43 06 41.78000(N)    070 47 47.10000(W) AD(       ) 3
 OC2391
 OC2391.Superseded values are not recommended for survey control.
 OC2391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2391.See file dsdata.txt to determine how the superseded data were derived.
 OC2391
 OC2391_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH5388274784(NAD 83)
 OC2391
 OC2391  HISTORY     - Date     Condition        Report By
 OC2391  HISTORY     - UNK      MONUMENTED
 OC2391  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OC2391
 OC2391                          STATION DESCRIPTION
 OC2391
 OC2391'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FLG)
 OC2391'THIS STATION WAS NOT RECOVERED.  ABOUT 1925 THE FLAGSTAFF ROTTED
 OC2391'AT THE BASE AND FELL DOWN.  THIS INFORMATION WAS GIVEN BY THE
 OC2391'CARETAKER OF THE GREENACRE HOTEL.
 OC2391'
 OC2391'IT IS RECOMMENDED THAT THIS STATION BE CLASSIFIED AS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1401 ***********************************************************************
 QG1401  DESIGNATION -  GREENFIELD
 QG1401  PID         -  QG1401
 QG1401  STATE/COUNTY-  ME/PENOBSCOT
 QG1401  USGS QUAD   -  GREENFIELD (1988)
 QG1401
 QG1401                         *CURRENT SURVEY CONTROL
 QG1401  ___________________________________________________________________
 QG1401* NAD 83(1996)-  45 04 18.74680(N)    068 27 14.53960(W)     ADJUSTED  
 QG1401* NAVD 88     -       213.     (meters)     699.     (feet)  SCALED    
 QG1401  ___________________________________________________________________
 QG1401  LAPLACE CORR-           3.76  (seconds)                    DEFLEC99
 QG1401  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 QG1401
 QG1401  HORZ ORDER  -  THIRD
 QG1401
 QG1401.The horizontal coordinates were established by classical geodetic methods
 QG1401.and adjusted by the National Geodetic Survey in March 1998..
 QG1401
 QG1401.The orthometric height was scaled from a topographic map.
 QG1401
 QG1401.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1401
 QG1401.The geoid height was determined by GEOID03.
 QG1401
 QG1401;                    North         East     Units Scale Factor Converg.
 QG1401;SPC ME E     -   156,131.299   303,619.001   MT  0.99990016   +0 01 57.1
 QG1401;UTM  19      - 4,991,079.722   542,976.264   MT  0.99962271   +0 23 11.6
 QG1401
 QG1401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1401!SPC ME E     -   0.99997044  x   0.99990016  =   0.99987060
 QG1401!UTM  19      -   0.99997044  x   0.99962271  =   0.99959316
 QG1401
 QG1401:                Primary Azimuth Mark                     Grid Az
 QG1401:SPC ME E     -  PEAKED MOUNT 1856                        181 36 01.1
 QG1401:UTM  19      -  PEAKED MOUNT 1856                        181 14 46.6
 QG1401
 QG1401|---------------------------------------------------------------------|
 QG1401| PID    Reference Object                     Distance      Geod. Az  |
 QG1401|                                                           dddmmss.s |
 QG1401| PE1750 PEAKED MOUNT 1856                   APPROX.27.0 KM 1813758.2 |
 QG1401|---------------------------------------------------------------------|
 QG1401
 QG1401                          SUPERSEDED SURVEY CONTROL
 QG1401
 QG1401  NAD 83(1992)-  45 04 18.74570(N)    068 27 14.53698(W) AD(       ) 3
 QG1401  NAD 83(1986)-  45 04 18.74799(N)    068 27 14.54123(W) AD(       ) 3
 QG1401  NAD 27      -  45 04 18.51560(N)    068 27 16.47879(W) AD(       ) 3
 QG1401
 QG1401.Superseded values are not recommended for survey control.
 QG1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1401.See file dsdata.txt to determine how the superseded data were derived.
 QG1401
 QG1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK4297691080(NAD 83)
 QG1401_MARKER: DD = SURVEY DISK
 QG1401_SETTING: 66 = SET IN ROCK OUTCROP
 QG1401_SP_SET: SET IN ROCK OUTCROP
 QG1401_MAGNETIC: N = NO MAGNETIC MATERIAL
 QG1401_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG1401+STABILITY: POSITION/ELEVATION WELL
 QG1401
 QG1401  HISTORY     - Date     Condition        Report By
 QG1401  HISTORY     - 1928     MONUMENTED       USGS
 QG1401
 QG1401                          STATION DESCRIPTION
 QG1401
 QG1401'DESCRIBED BY US GEOLOGICAL SURVEY 1928 (TTR)
 QG1401'LOCATED IN N. PART OF GREENFIELD TOWNSHIP, ON HIGHEST POINT OF
 QG1401'PARTIALLY BARE HILL KNOWN AS CEMETERY HILL, 0.4 MI W. OF RD. RUNNING
 QG1401'N. OVER HILL, IN CLEARED PASTURE WITH NEW GROWTH OF SPRUCE TO N., E.
 QG1401'AND W., ON LAND OWNED BY G. L. MOORE - SON OF BANGOR, MAINE.
 QG1401'(STATION IS VERY CLOSE TO BUT NOT IDENTICAL WITH STATION OF THE SAME
 QG1401'NAME, ESTABLISHED IN 1899, AND WHICH COULD NOT BE RECOVERED).
 QG1401'
 QG1401'STATION MARK-  STANDARD DISK SET IN OUTCROP OF SHALE WHICH HAS
 QG1401'VERTICAL STRATA, STAMPED---Y 1928---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1903 ***********************************************************************
 PE1903  DESIGNATION -  GREENING ISLAND HOUSE NW CHIM
 PE1903  PID         -  PE1903
 PE1903  STATE/COUNTY-  ME/HANCOCK
 PE1903  USGS QUAD   -  SOUTHWEST HARBOR (1983)
 PE1903
 PE1903                         *CURRENT SURVEY CONTROL
 PE1903  ___________________________________________________________________
 PE1903* NAD 83(1996)-  44 16 41.08326(N)    068 18 07.44115(W)     ADJUSTED  
 PE1903* NAVD 88     -                                                        
 PE1903  ___________________________________________________________________
 PE1903  LAPLACE CORR-           4.64  (seconds)                    DEFLEC99
 PE1903  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 PE1903
 PE1903  HORZ ORDER  -  THIRD
 PE1903
 PE1903.The horizontal coordinates were established by classical geodetic methods
 PE1903.and adjusted by the National Geodetic Survey in March 1998..
 PE1903
 PE1903
 PE1903.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1903
 PE1903.The geoid height was determined by GEOID03.
 PE1903
 PE1903;                    North         East     Units Scale Factor Converg.
 PE1903;SPC ME E     -    67,947.290   315,799.539   MT  0.99990307   +0 08 17.5
 PE1903;UTM  19      - 4,902,996.006   555,694.186   MT  0.99963815   +0 29 14.2
 PE1903
 PE1903                          SUPERSEDED SURVEY CONTROL
 PE1903
 PE1903  NAD 83(1992)-  44 16 41.08617(N)    068 18 07.43638(W) AD(       ) 4
 PE1903  NAD 83(1986)-  44 16 41.08600(N)    068 18 07.44160(W) AD(       ) 4
 PE1903  NAD 27      -  44 16 40.80000(N)    068 18 09.38000(W) AD(       ) 3
 PE1903
 PE1903.Superseded values are not recommended for survey control.
 PE1903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1903.See file dsdata.txt to determine how the superseded data were derived.
 PE1903
 PE1903_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK5569402996(NAD 83)
 PE1903
 PE1903  HISTORY     - Date     Condition        Report By
 PE1903  HISTORY     - UNK      MONUMENTED
 PE1903  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE1903
 PE1903                          STATION DESCRIPTION
 PE1903
 PE1903'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1903'THE STATION IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0396 ***********************************************************************
 OB0396  DESIGNATION -  GREENLAND COVE HSE S CHIMNEY
 OB0396  PID         -  OB0396
 OB0396  STATE/COUNTY-  ME/LINCOLN
 OB0396  USGS QUAD   -  LOUDS ISLAND (1979)
 OB0396
 OB0396                         *CURRENT SURVEY CONTROL
 OB0396  ___________________________________________________________________
 OB0396* NAD 83(1996)-  43 59 49.84755(N)    069 25 40.26078(W)     ADJUSTED  
 OB0396* NAVD 88     -                                                        
 OB0396  ___________________________________________________________________
 OB0396  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 OB0396  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 OB0396
 OB0396  HORZ ORDER  -  THIRD
 OB0396
 OB0396.The horizontal coordinates were established by classical geodetic methods
 OB0396.and adjusted by the National Geodetic Survey in March 1998..
 OB0396
 OB0396
 OB0396.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0396
 OB0396.The geoid height was determined by GEOID03.
 OB0396
 OB0396;                    North         East     Units Scale Factor Converg.
 OB0396;SPC ME W     -   129,565.408   959,258.547   MT  1.00000984   +0 30 47.6
 OB0396;SPC ME E     -    37,137.867   225,584.464   MT  0.99996809   -0 38 40.3
 OB0396;UTM  19      - 4,871,648.585   465,695.853   MT  0.99961447   -0 17 49.9
 OB0396
 OB0396                          SUPERSEDED SURVEY CONTROL
 OB0396
 OB0396  NAD 83(1992)-  43 59 49.85202(N)    069 25 40.24890(W) AD(       ) 4
 OB0396  NAD 83(1986)-  43 59 49.85659(N)    069 25 40.25495(W) AD(       ) 4
 OB0396  NAD 27      -  43 59 49.58000(N)    069 25 42.06000(W) AD(       ) 3
 OB0396
 OB0396.Superseded values are not recommended for survey control.
 OB0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0396.See file dsdata.txt to determine how the superseded data were derived.
 OB0396
 OB0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ6569671649(NAD 83)
 OB0396
 OB0396  HISTORY     - Date     Condition        Report By
 OB0396  HISTORY     - UNK      MONUMENTED
 OB0396  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0396  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OB0396
 OB0396                          STATION DESCRIPTION
 OB0396
 OB0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0396'THIS STATION IS LOST.
 OB0396
 OB0396                          STATION RECOVERY (1943)
 OB0396
 OB0396'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 OB0396'STATION WAS LISTED AS LOST IN 1934.  A SEARCH WAS MADE AND
 OB0396'A TWO-STORY WHITE HOUSE WAS FOUND ON THE SAME FOUNDATION.  THE
 OB0396'ORIGINAL HOUSE WAS BURNED AND THE CHIMNEYS DESTROYED.  THE S
 OB0396'CHIMNEY WAS PRICKED AS THE STATION FOR AIR COMPILATION WORK
 OB0396'AND SHOULD BE VERIFIED BY THAT OFFICE IF CORRECT.  NOTE--AIR
 OB0396'PHOTO PARTY VERIFIES POSITION BUT RECOMMENDS STATION BE
 OB0396'CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1747 ***********************************************************************
 QF1747  DESIGNATION -  GREENLAND POINT
 QF1747  PID         -  QF1747
 QF1747  STATE/COUNTY-  ME/WASHINGTON
 QF1747  USGS QUAD   -  DANFORTH (1988)
 QF1747
 QF1747                         *CURRENT SURVEY CONTROL
 QF1747  ___________________________________________________________________
 QF1747* NAD 83(1996)-  45 40 24.12842(N)    067 47 31.15668(W)     ADJUSTED  
 QF1747* NAVD 88     -       132.     (meters)     433.     (feet)  SCALED    
 QF1747  ___________________________________________________________________
 QF1747  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 QF1747  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 QF1747
 QF1747  HORZ ORDER  -  THIRD
 QF1747
 QF1747.The horizontal coordinates were established by classical geodetic methods
 QF1747.and adjusted by the National Geodetic Survey in March 1998..
 QF1747
 QF1747.The orthometric height was scaled from a topographic map.
 QF1747
 QF1747.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1747
 QF1747.The geoid height was determined by GEOID03.
 QF1747
 QF1747;                    North         East     Units Scale Factor Converg.
 QF1747;SPC ME E     -   223,216.979   355,161.220   MT  0.99993740   +0 30 23.4
 QF1747;UTM  19      - 5,058,467.191   594,087.883   MT  0.99970883   +0 51 51.3
 QF1747
 QF1747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1747!SPC ME E     -   0.99998306  x   0.99993740  =   0.99992046
 QF1747!UTM  19      -   0.99998306  x   0.99970883  =   0.99969189
 QF1747
 QF1747|---------------------------------------------------------------------|
 QF1747| PID    Reference Object                     Distance      Geod. Az  |
 QF1747|                                                           dddmmss.s |
 QF1747| CE8868 GREENLAND POINT RM 1                 23.531 METERS 15617     |
 QF1747| CE8869 GREENLAND POINT RM 2                 32.836 METERS 19106     |
 QF1747| QF1751 REFERENCE MON 47=WEST               APPROX. 1.1 KM 2770750.2 |
 QF1747|---------------------------------------------------------------------|
 QF1747
 QF1747                          SUPERSEDED SURVEY CONTROL
 QF1747
 QF1747  NAD 83(1992)-  45 40 24.12524(N)    067 47 31.15494(W) AD(       ) 3
 QF1747  NAD 83(1986)-  45 40 24.12887(N)    067 47 31.17213(W) AD(       ) 3
 QF1747  NAD 27      -  45 40 23.91100(N)    067 47 33.13500(W) AD(       ) 3
 QF1747
 QF1747.Superseded values are not recommended for survey control.
 QF1747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1747.See file dsdata.txt to determine how the superseded data were derived.
 QF1747
 QF1747_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9408858467(NAD 83)
 QF1747_MARKER: DD = SURVEY DISK
 QF1747_SETTING: 80 = SET IN A BOULDER
 QF1747
 QF1747  HISTORY     - Date     Condition        Report By
 QF1747  HISTORY     - 1890     MONUMENTED       IBC
 QF1747  HISTORY     - 1955     GOOD             IBC
 QF1747
 QF1747                          STATION DESCRIPTION
 QF1747
 QF1747'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1890 (JH)
 QF1747'AT HIGH WATER IS 60 FEET OUTSIDE THE VEGETATION ON THE ROCKY N POINT
 QF1747'OF GREENLAND ISLAND IN SW GRAND LAKE.  STATION IS ON A SLOPING
 QF1747'BOULDER NEARLY 20 FEET IN DIAMETER AND 7 FEET HIGH ON W SIDE.  THE W
 QF1747'SIDE IS 18 INCHES ABOVE HIGH WATER AND E SIDE ABOUT A FOOT UNDER
 QF1747'WATER WITH THE STATION ON HIGH WATER LINE.  THERE ARE 3 EYEBOLTS IN
 QF1747'THE ROCK.  A HIGH BOULDER IS ABOUT 40 METERS NW OF THE STATION.
 QF1747'
 QF1747'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE WITHIN A TRIANGLE
 QF1747'CUT IN THE ROCK.
 QF1747'
 QF1747'REFERENCE MARK 1 IS A DRILL HOLE IN A TENT - SHAPED BOULDER 15 FEET
 QF1747'SQUARE AND 5 FEET HIGH, NEAR SHORE AND SE OF STATION.
 QF1747'
 QF1747'REFERENCE MARK 2 IS A DRILL HOLE IN A FLAT SLOPING BOULDER 15 BY 12
 QF1747'FEET AND 4 FEET HIGH, ON THE SHORELINE.
 QF1747
 QF1747                          STATION RECOVERY (1955)
 QF1747
 QF1747'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1747'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1046 ***********************************************************************
 QG1046  DESIGNATION -  GREENVILLE AIRPORT
 QG1046  PID         -  QG1046
 QG1046  STATE/COUNTY-  ME/PISCATAQUIS
 QG1046  USGS QUAD   -  GREENVILLE (1989)
 QG1046
 QG1046                         *CURRENT SURVEY CONTROL
 QG1046  ___________________________________________________________________
 QG1046* NAD 83(1996)-  45 27 51.03586(N)    069 33 05.70268(W)     ADJUSTED  
 QG1046* NAVD 88     -       426.745  (meters)    1400.08   (feet)  ADJUSTED  
 QG1046  ___________________________________________________________________
 QG1046  LAPLACE CORR-           3.59  (seconds)                    DEFLEC99
 QG1046  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 QG1046  DYNAMIC HT  -         426.728 (meters)    1400.02  (feet)  COMP
 QG1046  MODELED GRAV-     980,562.9   (mgal)                       NAVD 88
 QG1046
 QG1046  HORZ ORDER  -  THIRD
 QG1046  VERT ORDER  -  FIRST     CLASS II
 QG1046
 QG1046.The horizontal coordinates were established by classical geodetic methods
 QG1046.and adjusted by the National Geodetic Survey in March 1998..
 QG1046
 QG1046.The orthometric height was determined by differential leveling
 QG1046.and adjusted by the National Geodetic Survey in June 1991..
 QG1046
 QG1046.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1046
 QG1046.The geoid height was determined by GEOID03.
 QG1046
 QG1046.The dynamic height is computed by dividing the NAVD 88
 QG1046.geopotential number by the normal gravity value computed on the
 QG1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1046.degrees latitude (g = 980.6199 gals.).
 QG1046
 QG1046.The modeled gravity was interpolated from observed gravity values.
 QG1046
 QG1046;                    North         East     Units Scale Factor Converg.
 QG1046;SPC ME E     -   200,263.190   217,766.412   MT  0.99998312   -0 44 58.6
 QG1046;SPC ME W     -   292,500.863   948,102.523   MT  0.99999510   +0 26 18.4
 QG1046;UTM  19      - 5,034,664.599   456,879.191   MT  0.99962286   -0 23 35.5
 QG1046
 QG1046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1046!SPC ME E     -   0.99993695  x   0.99998312  =   0.99992007
 QG1046!SPC ME W     -   0.99993695  x   0.99999510  =   0.99993205
 QG1046!UTM  19      -   0.99993695  x   0.99962286  =   0.99955983
 QG1046
 QG1046|---------------------------------------------------------------------|
 QG1046| PID    Reference Object                     Distance      Geod. Az  |
 QG1046|                                                           dddmmss.s |
 QG1046| QG1045 GREENVILLE AIRPORT RM 1               6.425 METERS 20032     |
 QG1046| QG1048 GREENVILLE AIRPORT AZ MK            APPROX. 0.6 KM 2012523.6 |
 QG1046| QG1349 AIRPORT BCN GREENVILLE AIRPORT      376.943 METERS 24420     |
 QG1046| QG1047 GREENVILLE AIRPORT RM 2               6.622 METERS 35842     |
 QG1046|---------------------------------------------------------------------|
 QG1046
 QG1046                          SUPERSEDED SURVEY CONTROL
 QG1046
 QG1046  NAD 83(1992)-  45 27 51.03331(N)    069 33 05.70134(W) AD(       ) 3
 QG1046  NAD 83(1986)-  45 27 51.03630(N)    069 33 05.71344(W) AD(       ) 3
 QG1046  NAD 27      -  45 27 50.87200(N)    069 33 07.53200(W) AD(       ) 3
 QG1046  NGVD 29 (07/19/86)  427.0    (m)         1401.     (f) VERT ANG       
 QG1046
 QG1046.Superseded values are not recommended for survey control.
 QG1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1046.See file dsdata.txt to determine how the superseded data were derived.
 QG1046
 QG1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL5687934665(NAD 83)
 QG1046_MARKER: DS = TRIANGULATION STATION DISK
 QG1046_SETTING: 66 = SET IN ROCK OUTCROP
 QG1046_SP_SET: ROCK OUTCROP
 QG1046_STAMPING: GREENVILLE AIRPORT 1955
 QG1046_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG1046+STABILITY: POSITION/ELEVATION WELL
 QG1046
 QG1046  HISTORY     - Date     Condition        Report By
 QG1046  HISTORY     - 1955     MONUMENTED       CGS
 QG1046  HISTORY     - 1962     SEE DESCRIPTION  CGS
 QG1046  HISTORY     - 1978     GOOD             NGS
 QG1046  HISTORY     - 19860902 MARK NOT FOUND   USPSQD
 QG1046
 QG1046                          STATION DESCRIPTION
 QG1046
 QG1046'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 QG1046'THE STATION IS LOCATED ON A PROMINENT BLACK BEDROCK LEDGE ALONG
 QG1046'THE EAST SIDE OF THE GREENVILLE AIRPORT.  IT IS ABOUT 2 MILES
 QG1046'AIRLINE EAST-NORTHEAST OF GREENVILLE.
 QG1046'
 QG1046'TO REACH FROM THE U.S. POST OFFICE IN GREENVILLE, GO EAST FOR
 QG1046'0.05 MILE TO A T-INTERSECTION.  TURN LEFT AND GO NORTH FOR 0.05
 QG1046'MILE TO PLEASANT STREET.  TURN RIGHT AND GO EAST ON PLEASANT STREET
 QG1046'FOR 1.9 MILES TO A HANGAR AT THE WEST EDGE OF THE AIRPORT.  FOLLOW
 QG1046'DIM TRACK ROAD NORTHEAST FOR 0.1 MILE TO THE INTERSECTION OF THE
 QG1046'TWO RUNWAYS.  CROSS RUNWAY INTERSECTION AND GO CROSS COUNTRY FOR
 QG1046'0.05 MILE TO THE BEDROCK LEDGE AND THE STATION.
 QG1046'
 QG1046'THE STATION MARK IS A STANDARD DISK STAMPED GREENVILLE AIRPORT
 QG1046'1955, CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH THE TOP OF
 QG1046'THE LEDGE.  IT IS 5 FEET EAST OF THE WEST EDGE OF THE LEDGE,
 QG1046'7.5 FEET SOUTH-SOUTHWEST OF A STANDARD WITNESS POST, AND 25 FEET
 QG1046'EAST OF THE LINE OF THE EAST BOUNDARY LIGHTS.
 QG1046'
 QG1046'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED GREENVILLE
 QG1046'AIRPORT NO 1 1955, CEMENTED IN A DRILL HOLE IN BEDROCK AT THE
 QG1046'WEST EDGE OF THE LEDGE.  IT IS ABOUT 1 FOOT LOWER THAN THE STATION.
 QG1046'
 QG1046'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED GREENVILLE
 QG1046'AIRPORT NO 2 1955, CEMENTED IN A DRILL HOLE IN BEDROCK AT THE WEST
 QG1046'EDGE OF THE LEDGE.  IT IS ABOUT 18 INCHES LOWER THAN THE STATION.
 QG1046'
 QG1046'THE AZIMUTH MARK IS LOCATED IN THE CENTER OF A SMALL GRASSY
 QG1046'FIELD OFF THE END OF THE NORTH-SOUTH RUNWAY.  THE MARK IS A
 QG1046'STANDARD DISK STAMPED GREENVILLE AIRPORT 1955, CEMENTED IN A DRILL
 QG1046'HOLE IN AN 18-INCH-DIAMETER BOULDER THAT PROJECTS 4 INCHES.  IT
 QG1046'IS 110 FEET EAST OF THE CENTER LINE OF A GRAVEL ROAD AND 198
 QG1046'FEET SOUTH OF THE SOUTH END OF THE NORTH-SOUTH RUNWAY.  TO REACH
 QG1046'FROM THE STATION, GO CROSS COUNTRY, SOUTHWEST, FOR 0.05 MILE TO
 QG1046'THE INTERSECTION OF THE TWO RUNWAYS.  CROSS INTERSECTION AND
 QG1046'FOLLOW DIM TRACK ROAD SOUTHWESTERLY FOR 0.1 MILE TO ENTRANCE
 QG1046'OF AIRPORT.  TURN LEFT AND GO SOUTH ON GRAVEL ROAD FOR 0.2
 QG1046'MILE TO SMALL GRASSY FIELD ON LEFT.  PACK EAST FOR 110 FEET TO
 QG1046'THE AZIMUTH MARK IN CENTER OF FIELD.
 QG1046
 QG1046                          STATION RECOVERY (1962)
 QG1046
 QG1046'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JDB)
 QG1046'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 QG1046'CONDITION.
 QG1046'
 QG1046'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 QG1046
 QG1046                          STATION RECOVERY (1978)
 QG1046
 QG1046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG1046'2.2 MI EAST FROM GREENVILLE.
 QG1046'0.05 MILES NORTH ALONG A PAVED ROAD FROM STATE HIGHWAY 6 AND THE
 QG1046'GREENVILLE TOWN HALL, THENCE 1.9 MILES EAST ALONG PLEASANT STREET,
 QG1046'THENCE 0.15 MILES NORTHEAST ALONG A PARTIALLY PAVED ROAD TO THE
 QG1046'INTERSECRION OF TWO PAVED AIRPORT RUNWAYS, THENCE 0.1 MILES NORTH-
 QG1046'EAST CROSS COUNTRY, 169.0 FT. NORTH OF THE SOUTH END OF AN OUTCROP
 QG1046'LEDGE, 175.5 FT. EAST OF THE CENTER LINE OF THE NORTH-SOUTH RUNWAY,
 QG1046'5.0 FT. EAST OF THE WEST EDGE OF THE LEDGE, 21.1 FT. NORTH-NORTHEAST
 QG1046'OF GREENVILLE AIRPORT RM 1, 21.7 FT. SOUTH-SOUTHEAST OF GREENVILLE
 QG1046'AIRPORT RM 2.
 QG1046
 QG1046                          STATION RECOVERY (1986)
 QG1046
 QG1046'RECOVERY NOTE BY US POWER SQUADRON 1986 (DVH)
 QG1046'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1048 ***********************************************************************
 QG1048  SACS        -  This is a Secondary Airport Control Station.
 QG1048  DESIGNATION -  GREENVILLE AIRPORT AZ MK
 QG1048  PID         -  QG1048
 QG1048  STATE/COUNTY-  ME/PISCATAQUIS
 QG1048  USGS QUAD   -  GREENVILLE (1989)
 QG1048
 QG1048                         *CURRENT SURVEY CONTROL
 QG1048  ___________________________________________________________________
 QG1048* NAD 83(1996)-  45 27 32.00226(N)    069 33 16.31451(W)     ADJUSTED  
 QG1048* NAVD 88     -       417.191  (meters)    1368.73   (feet)  ADJUSTED  
 QG1048  ___________________________________________________________________
 QG1048  X           -   1,565,514.477 (meters)                     COMP
 QG1048  Y           -  -4,199,338.488 (meters)                     COMP
 QG1048  Z           -   4,523,545.389 (meters)                     COMP
 QG1048  LAPLACE CORR-           3.50  (seconds)                    DEFLEC99
 QG1048  ELLIP HEIGHT-         392.64  (meters)          (01/07/02) GPS OBS
 QG1048  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 QG1048  DYNAMIC HT  -         417.175 (meters)    1368.68  (feet)  COMP
 QG1048  MODELED GRAV-     980,563.5   (mgal)                       NAVD 88
 QG1048
 QG1048  HORZ ORDER  -  FIRST
 QG1048  VERT ORDER  -  FIRST     CLASS II
 QG1048  ELLP ORDER  -  FIFTH     CLASS I
 QG1048
 QG1048.This mark is at Greenville Airport (3B1)
 QG1048
 QG1048.The horizontal coordinates were established by GPS observations
 QG1048.and adjusted by the National Geodetic Survey in July 1997..
 QG1048
 QG1048.The orthometric height was determined by differential leveling
 QG1048.and adjusted by the National Geodetic Survey in June 1991..
 QG1048
 QG1048.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QG1048
 QG1048.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1048
 QG1048.The ellipsoidal height was determined by GPS observations
 QG1048.and is referenced to NAD 83.
 QG1048
 QG1048.The geoid height was determined by GEOID03.
 QG1048
 QG1048.The dynamic height is computed by dividing the NAVD 88
 QG1048.geopotential number by the normal gravity value computed on the
 QG1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1048.degrees latitude (g = 980.6199 gals.).
 QG1048
 QG1048.The modeled gravity was interpolated from observed gravity values.
 QG1048
 QG1048;                    North         East     Units Scale Factor Converg.
 QG1048;SPC ME E     -   199,678.657   217,528.192   MT  0.99998360   -0 45 06.0
 QG1048;UTM  19      - 5,034,078.806   456,644.697   MT  0.99962311   -0 23 42.9
 QG1048
 QG1048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1048!SPC ME E     -   0.99993845  x   0.99998360  =   0.99992205
 QG1048!UTM  19      -   0.99993845  x   0.99962311  =   0.99956158
 QG1048
 QG1048:                Primary Azimuth Mark                     Grid Az
 QG1048:SPC ME E     -  GREENVILLE APT 2                         023 59 10.0
 QG1048:UTM  19      -  GREENVILLE APT 2                         023 37 46.9
 QG1048
 QG1048|---------------------------------------------------------------------|
 QG1048| PID    Reference Object                     Distance      Geod. Az  |
 QG1048|                                                           dddmmss.s |
 QG1048| QG1452 GREENVILLE APT 2                    APPROX. 0.6 KM 0231404.0 |
 QG1048|---------------------------------------------------------------------|
 QG1048
 QG1048                          SUPERSEDED SURVEY CONTROL
 QG1048
 QG1048  ELLIP H (07/24/97)  392.64   (m)                       GP(       ) 1 1
 QG1048  NAD 83(1992)-  45 27 32.00237(N)    069 33 16.31407(W) AD(1995.00) 1
 QG1048  ELLIP H (04/19/96)  392.59   (m)                       GP(1995.00) 3 1
 QG1048  NAD 83(1992)-  45 27 31.99983(N)    069 33 16.31357(W) AD(       ) 1
 QG1048  ELLIP H (01/28/95)  392.72   (m)                       GP(       ) 4 2
 QG1048  NAD 83(1986)-  45 27 32.00207(N)    069 33 16.32092(W) AD(       ) 1
 QG1048  NAVD 88 (04/19/96)  417.19   (m)         1368.7    (f) LEVELING    3  
 QG1048  NGVD 29 (11/20/87)  417.36   (m)         1369.3    (f) LEVELING    3  
 QG1048
 QG1048.Superseded values are not recommended for survey control.
 QG1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1048.See file dsdata.txt to determine how the superseded data were derived.
 QG1048
 QG1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL5664534079(NAD 83)
 QG1048_MARKER: DZ = AZIMUTH MARK DISK
 QG1048_SETTING: 80 = SET IN A BOULDER
 QG1048_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QG1048_STAMPING: GREENVILLE AIRPORT 1955
 QG1048_MARK LOGO: CGS   
 QG1048_MAGNETIC: N = NO MAGNETIC MATERIAL
 QG1048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG1048+STABILITY: SURFACE MOTION
 QG1048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QG1048+SATELLITE: SATELLITE OBSERVATIONS - July 02, 1996
 QG1048
 QG1048  HISTORY     - Date     Condition        Report By
 QG1048  HISTORY     - 1955     MONUMENTED       CGS
 QG1048  HISTORY     - 1978     GOOD             NGS
 QG1048  HISTORY     - 1985     GOOD             NGS
 QG1048  HISTORY     - 19951009 GOOD             CHANCE
 QG1048  HISTORY     - 19960702 GOOD             NGS
 QG1048
 QG1048                          STATION DESCRIPTION
 QG1048
 QG1048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1048'2.2 MI EAST FROM GREENVILLE.
 QG1048'0.05 MILES NORTH ALONG A PAVED ROAD FROM STATE HIGHWAY 6 AND THE
 QG1048'GREENVILLE TOWN HALL, THENCE 1.9 MILES EAST ALONG PLEASANT STREET,
 QG1048'THENCE 0.25 MILES SOUTH ALONG A PAVED ROAD, 112.0 FT. EAST OF THE
 QG1048'CENTER LINE OF THE PAVED ROAD, 239.0 FT. NORTH OF THE CENTER LINE
 QG1048'OF A GRAVEL ROAD LEADING EAST, 202.0 FT. NORTH OF A 4.0 FT. TALL
 QG1048'METAL TELEPHONE JUNCTION BOX FOR UNDERGROUND CABLE, 287.0 FT.
 QG1048'SOUTH OF THE SOUTH END OF THE PAVEMENT OF THE NORTH-SOUTH AIRPORT
 QG1048'RUNWAY, 50 UARDS WEST OF THE EXTENDED CENTER LINE OF THE RUNWAY,
 QG1048'IN TOP OF AN 18 INCH DIAMETER EMBEDDED BOULDER THAT PROJECTS 2
 QG1048'INCHES.
 QG1048
 QG1048                          STATION RECOVERY (1985)
 QG1048
 QG1048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (MRM)
 QG1048'THE STATION WAS RECOVERED AT THIS DATE.
 QG1048'THE STATION WAS THE AZIMUTH MARK FOR THE NONRECOVERED STATION
 QG1048'GREENVILLE AIRPORT 1955.
 QG1048'
 QG1048'THE STATION IS LOCATED ABOUT 2.9 KM (1.8 MI)
 QG1048'EAST OF GREENVILLE, AT THE GREENVILLE MUNICIPAL AIRPORT, SOUTH OF
 QG1048'THE SOUTH END OF RUNWAY 3, IN WEEDS BETWEEN A GRAVEL ROAD AND A
 QG1048'TRAIL.
 QG1048'OWNERSHIP--GREENVILLE MUNICIPAL AIRPORT, MAX FOLSOM - AIRPORT
 QG1048'MANAGER, P.O. BOX 507, GREENVILLE ME 04441, PHONE 207-695-2821.
 QG1048'
 QG1048'TO REACH THE STATION FROM THE BLINKER LIGHT IN GREENVILLE (WHERE
 QG1048'STATE HIGHWAYS 6 AND 15 TURN FROM WEST TO SOUTH), GO
 QG1048'NORTH FOR 70 METERS (230 FT) ON THE PAVED ROAD TO A PAVED STREET
 QG1048'RIGHT.
 QG1048'TURN RIGHT AND GO EAST FOR 2.7 KM (1.7 MI) ON PLEASANT STREET TO A
 QG1048'PAVED ROAD LEFT, JUST PAST A TRAILER PARK ON THE RIGHT.
 QG1048'TURN LEFT AND GO NORTH FOR 1.0 KM (0.6 MI) ON THE PAVED ROAD TO A
 QG1048'CROSSROAD.
 QG1048'TURN RIGHT AND GO SOUTH FOR 0.2 KM (0.15 MI) TO THE END OF ROAD
 QG1048'AT THE AIRPORT.  TURN LEFT AND GO 100 METERS (328 FT) ON A TAXI
 QG1048'STRIP TO THE RUNWAY.  TURN RIGHT AND GO SOUTH FOR 0.7 KM (0.45 MI)
 QG1048'ALONG THE RUNWAY TO THE END OF RUNWAY.  TURN RIGHT THROUGH WEEDS
 QG1048'FOR 30 METERS (100 FT) TO A TRAIL, THEN TURN LEFT AND GO 84 METERS
 QG1048'(275 FT) TO THE STATION ON THE RIGHT.
 QG1048'
 QG1048'THE STATION IS A STANDARD CGS AZIMUTH MARK DISK
 QG1048'STAMPED---GREENVILLE AIRPORT 1955---,
 QG1048'SET INTO A DRILL HOLE IN THE TOP OF A 50-CM BOULDER PROJECTING 10
 QG1048'CM ABOVE GROUND.  LOCATED
 QG1048'33.5 METERS (109.9 FT) EAST FROM THE ROAD,
 QG1048'1.0 METERS (3.3 FT) EAST FROM A METAL WITNESS POST AND
 QG1048'2.0 METERS (6.6 FT) WEST FROM THE TRAIL.
 QG1048'
 QG1048'FAA AIRPORT SURVEYS, MAINE, OCTOBER-NOVEMBER 1985.
 QG1048'
 QG1048'THIS STATION SUITABLE FOR GPS SURVEYS.
 QG1048'
 QG1048'DESCRIBED BY G.R. HEID.
 QG1048
 QG1048                          STATION RECOVERY (1995)
 QG1048
 QG1048'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (DS)
 QG1048'RECOVERED AS DESCRIBED EXCEPT FOR FOLLOWING,  ALTERNATE TO REACH-  TO
 QG1048'REACH FROM THE BLINKER LIGHT IN GREENVILLE, GO NORTH FOR 70 M (229.7
 QG1048'FT) ON THE PAVED ROAD TO A PAVED STREET RIGHT.  TURN RIGHT AND GO EAST
 QG1048'FOR 2.7 KM (1.65 MI) ON PLEASANT ST.  TO PAVED RD LEFT, CONTINUE ON
 QG1048'PLEASANT STREET FOR 0.48 KM (0.30 MI) TO END OF PAVEMENT AND STATION
 QG1048'ON LEFT  THE POINT IS NOW IN A CLEARED FIELD BY WITNESS POST AND THERE
 QG1048'IS NO TRAIL  THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL
 QG1048'STATION (SACS) - MAINE ANA SURVEYS 1995
 QG1048
 QG1048                          STATION RECOVERY (1996)
 QG1048
 QG1048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 QG1048'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) EAST OF GREENVILLE, AT
 QG1048'THE GREENVILLE MUNICIPAL AIRPORT AND SOUTH OF THE APPROACH END OF
 QG1048'RUNWAY 03.  OWNERSHIP--TOWN OF GREENVILLE, TOWN MANAGER TOM COTA, P.O.
 QG1048'BOX 1109, GREENVILLE ME 04441, PHONE 207-695-2421.  TO REACH THE
 QG1048'STATION FROM THE BLINKING LIGHT IN GREENVILLE (WHERE STATE HIGHWAYS 6
 QG1048'AND 15 TURN FROM WEST TO SOUTH) , GO NORTH FOR 70 M (229.7 FT) ON THE
 QG1048'PAVED ROAD TO A PAVED ROAD RIGHT, TURN RIGHT AND GO EAST FOR 2.7 KM
 QG1048'(1.65 MI) ON PLEASANT STREET TO A PAVED ROAD LEFT, CONTINUE AHEAD ON
 QG1048'PLEASANT STREET FOR 0.48 KM (0.30 MI) TO THE END OF THE PAVEMENT AND
 QG1048'THE STATION ON THE LEFT.  THE STATION IS SET INTO THE TOP OF A .5 M
 QG1048'(1.6 FT) BOULDER PROJECTING .1 M (0.3 FT) ABOVE GROUND LEVEL, LOCATED
 QG1048'33.5 M (109.9 FT) EAST OF THE CENTER OF THE ROAD AND 1 M (3.3 FT) EAST
 QG1048'OF A METAL WITNESS POST.  THIS IS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1045 ***********************************************************************
 QG1045  DESIGNATION -  GREENVILLE AIRPORT RM 1
 QG1045  PID         -  QG1045
 QG1045  STATE/COUNTY-  ME/PISCATAQUIS
 QG1045  USGS QUAD   -  GREENVILLE (1989)
 QG1045
 QG1045                         *CURRENT SURVEY CONTROL
 QG1045  ___________________________________________________________________
 QG1045* NAD 83(1996)-  45 27 50.84098(N)    069 33 05.80643(W)     ADJUSTED  
 QG1045* NAVD 88     -       426.257  (meters)    1398.48   (feet)  ADJUSTED  
 QG1045  ___________________________________________________________________
 QG1045  LAPLACE CORR-           3.59  (seconds)                    DEFLEC99
 QG1045  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 QG1045  DYNAMIC HT  -         426.240 (meters)    1398.42  (feet)  COMP
 QG1045  MODELED GRAV-     980,562.9   (mgal)                       NAVD 88
 QG1045
 QG1045  HORZ ORDER  -  SECOND
 QG1045  VERT ORDER  -  FIRST     CLASS II
 QG1045
 QG1045.This mark is at Greenville Airport (3B1)
 QG1045
 QG1045.The horizontal coordinates were established by classical geodetic methods
 QG1045.and adjusted by the National Geodetic Survey in March 1998..
 QG1045
 QG1045.The orthometric height was determined by differential leveling
 QG1045.and adjusted by the National Geodetic Survey in June 1991..
 QG1045
 QG1045.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1045
 QG1045.The geoid height was determined by GEOID03.
 QG1045
 QG1045.The dynamic height is computed by dividing the NAVD 88
 QG1045.geopotential number by the normal gravity value computed on the
 QG1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1045.degrees latitude (g = 980.6199 gals.).
 QG1045
 QG1045.The modeled gravity was interpolated from observed gravity values.
 QG1045
 QG1045;                    North         East     Units Scale Factor Converg.
 QG1045;SPC ME E     -   200,257.204   217,764.080   MT  0.99998312   -0 44 58.7
 QG1045;UTM  19      - 5,034,658.600   456,876.897   MT  0.99962286   -0 23 35.5
 QG1045
 QG1045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1045!SPC ME E     -   0.99993702  x   0.99998312  =   0.99992014
 QG1045!UTM  19      -   0.99993702  x   0.99962286  =   0.99955991
 QG1045
 QG1045                          SUPERSEDED SURVEY CONTROL
 QG1045
 QG1045  NAD 83(1992)-  45 27 50.83827(N)    069 33 05.80516(W) AD(       ) 2
 QG1045  NAD 83(1986)-  45 27 50.84177(N)    069 33 05.81876(W) AD(       ) 2
 QG1045  NGVD 29 (11/20/87)  426.42   (m)         1399.0    (f) LEVELING    3  
 QG1045
 QG1045.Superseded values are not recommended for survey control.
 QG1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1045.See file dsdata.txt to determine how the superseded data were derived.
 QG1045
 QG1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL5687734659(NAD 83)
 QG1045_MARKER: DR = REFERENCE MARK DISK
 QG1045_SETTING: 66 = SET IN ROCK OUTCROP
 QG1045_SP_SET: ROCK OUTCROP
 QG1045_STAMPING: GREENVILLE AIRPORT NO 1 1955
 QG1045_MAGNETIC: N = NO MAGNETIC MATERIAL
 QG1045_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG1045+STABILITY: POSITION/ELEVATION WELL
 QG1045
 QG1045  HISTORY     - Date     Condition        Report By
 QG1045  HISTORY     - 1955     MONUMENTED       CGS
 QG1045  HISTORY     - 1978     GOOD             NGS
 QG1045  HISTORY     - 19951009 GOOD             CHANCE
 QG1045
 QG1045                          STATION DESCRIPTION
 QG1045
 QG1045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1045'2.2 MI EAST FROM GREENVILLE.
 QG1045'0.05 MILES NORTH ALONG A PAVED ROAD FROM STATE HIGHWAY 6 AND THE
 QG1045'GREENVILLE TOWN HALL, THENCE 1.9 MILES EAST ALONG PLEASANT STREET,
 QG1045'THENCE 0.15 MILES NORTHEAST ALONG A PARTIALLY PAVED ROAD TO THE
 QG1045'INTERSECTION OF TWO PAVED AIRPORT RUNWAYS, THENCE 0.1 MILES NORTH-
 QG1045'EAST ACROSS COUNTRY, 148.0 FT. NORTH OF THE SOUTH END OF AN OUTCROP
 QG1045'LEDGE, 172.0 FT. EAST OF THE CENTER LINE OF THE NORTH-SOUTH RUNWAY
 QG1045'AT THE WEST EDGE OF THE LEDGE, 21.1 FT. SOUTH-SOUTHWEST OF THE
 QG1045'STATION MARKED GREENVILLE AIRPORT.
 QG1045
 QG1045                          STATION RECOVERY (1995)
 QG1045
 QG1045'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KB)
 QG1045'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1047 ***********************************************************************
 QG1047  DESIGNATION -  GREENVILLE AIRPORT RM 2
 QG1047  PID         -  QG1047
 QG1047  STATE/COUNTY-  ME/PISCATAQUIS
 QG1047  USGS QUAD   -  GREENVILLE (1989)
 QG1047
 QG1047                         *CURRENT SURVEY CONTROL
 QG1047  ___________________________________________________________________
 QG1047* NAD 83(1986)-  45 27 50.     (N)    069 33 05.     (W)     SCALED    
 QG1047* NAVD 88     -       426.344  (meters)    1398.76   (feet)  ADJUSTED  
 QG1047  ___________________________________________________________________
 QG1047  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 QG1047  DYNAMIC HT  -         426.327 (meters)    1398.71  (feet)  COMP
 QG1047  MODELED GRAV-     980,562.6   (mgal)                       NAVD 88
 QG1047
 QG1047  VERT ORDER  -  FIRST     CLASS II
 QG1047
 QG1047.This mark is at Greenville Airport (3B1)
 QG1047
 QG1047.The horizontal coordinates were scaled from a topographic map and have
 QG1047.an estimated accuracy of +/- 6 seconds.
 QG1047
 QG1047.The orthometric height was determined by differential leveling
 QG1047.and adjusted by the National Geodetic Survey in June 1991..
 QG1047
 QG1047.The geoid height was determined by GEOID03.
 QG1047
 QG1047.The dynamic height is computed by dividing the NAVD 88
 QG1047.geopotential number by the normal gravity value computed on the
 QG1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1047.degrees latitude (g = 980.6199 gals.).
 QG1047
 QG1047.The modeled gravity was interpolated from observed gravity values.
 QG1047
 QG1047;                    North         East    Units  Estimated Accuracy
 QG1047;SPC ME E     -   200,230.      217,780.      MT  (+/- 180 meters Scaled)
 QG1047
 QG1047                          SUPERSEDED SURVEY CONTROL
 QG1047
 QG1047.No superseded survey control is available for this station.
 QG1047
 QG1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL568346(NAD 83)
 QG1047_MARKER: DR = REFERENCE MARK DISK
 QG1047_SETTING: 66 = SET IN ROCK OUTCROP
 QG1047_SP_SET: ROCK OUTCROP
 QG1047_STAMPING: GREENVILLE AIRPORT NO 2 1955
 QG1047_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG1047+STABILITY: POSITION/ELEVATION WELL
 QG1047
 QG1047  HISTORY     - Date     Condition        Report By
 QG1047  HISTORY     - 1955     MONUMENTED       CGS
 QG1047  HISTORY     - 1978     GOOD             NGS
 QG1047  HISTORY     - 19951009 MARK NOT FOUND   CHANCE
 QG1047
 QG1047                          STATION DESCRIPTION
 QG1047
 QG1047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1047'2.2 MI EAST FROM GREENVILLE.
 QG1047'0.05 MILES NORTH ALONG A PAVED ROAD FROM STATE HIGHWAY 6 AND THE
 QG1047'GREENVILLE TOWN HALL, THENCE 1.9 MILES EAST ALONG PLEASANT STREET,
 QG1047'THENCE 0.15 MILES NORTHEAST ALONG A PARTIALLY PAVED ROAD TO THE
 QG1047'INTERSECTION OF TWO PAVED AIRPORT RUNWAYS, THENCE 0.1 MILES
 QG1047'NORTHEAST CROSS COUNTRY, 190.0 FT. NORTH OF THE SOUTH END OF AN
 QG1047'OUTCROP LEDGE, 172.0 FT. EAST OF THE CENTER LINE OF THE NORTH-SOUTH
 QG1047'RUNWAY, AT THE WEST EDGE OF THE LEDGE, 42.0 FT. NORTH OF GREENVILLE
 QG1047'AIRPORT RM 1, 21.7 FT. NORTH-NORTHWEST OF THE STATION GREENVILLE
 QG1047'AIRPORT.
 QG1047
 QG1047                          STATION RECOVERY (1995)
 QG1047
 QG1047'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KB)
 QG1047'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1452 ***********************************************************************
 QG1452  FBN         -  This is a Federal Base Network Control Station.
 QG1452  PACS        -  This is a Primary Airport Control Station.
 QG1452  DESIGNATION -  GREENVILLE APT 2
 QG1452  PID         -  QG1452
 QG1452  STATE/COUNTY-  ME/PISCATAQUIS
 QG1452  USGS QUAD   -  GREENVILLE (1989)
 QG1452
 QG1452                         *CURRENT SURVEY CONTROL
 QG1452  ___________________________________________________________________
 QG1452* NAD 83(1996)-  45 27 49.90508(N)    069 33 05.39205(W)     ADJUSTED  
 QG1452* NAVD 88     -       428.05   (meters)    1404.4    (feet)  GPS OBS   
 QG1452  ___________________________________________________________________
 QG1452  X           -   1,565,601.868 (meters)                     COMP
 QG1452  Y           -  -4,198,893.580 (meters)                     COMP
 QG1452  Z           -   4,523,940.829 (meters)                     COMP
 QG1452  LAPLACE CORR-           3.59  (seconds)                    DEFLEC99
 QG1452  ELLIP HEIGHT-         403.52  (meters)          (04/26/01) GPS OBS
 QG1452  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 QG1452
 QG1452  HORZ ORDER  -  B
 QG1452  ELLP ORDER  -  FOURTH    CLASS I
 QG1452
 QG1452.This mark is at Greenville Airport (3B1)
 QG1452
 QG1452.The horizontal coordinates were established by GPS observations
 QG1452.and adjusted by the National Geodetic Survey in July 1997..
 QG1452
 QG1452.The orthometric height was determined by GPS observations and a
 QG1452.high-resolution geoid model.
 QG1452
 QG1452.GPS derived orthometric heights for airport stations designated as
 QG1452.PACS or SACS are published to 2 decimal places.  This maintains
 QG1452.centimeter relative accuracy between the PACS and SACS.  It does
 QG1452.not indicate centimeter accuracy relative to other marks which are
 QG1452.part of the NAVD 88 network.
 QG1452
 QG1452.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QG1452
 QG1452.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1452
 QG1452.The ellipsoidal height was determined by GPS observations
 QG1452.and is referenced to NAD 83.
 QG1452
 QG1452.The geoid height was determined by GEOID03.
 QG1452
 QG1452;                    North         East     Units Scale Factor Converg.
 QG1452;SPC ME E     -   200,228.195   217,772.703   MT  0.99998310   -0 44 58.4
 QG1452;UTM  19      - 5,034,629.656   456,885.698   MT  0.99962285   -0 23 35.2
 QG1452
 QG1452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1452!SPC ME E     -   0.99993674  x   0.99998310  =   0.99991984
 QG1452!UTM  19      -   0.99993674  x   0.99962285  =   0.99955961
 QG1452
 QG1452:                Primary Azimuth Mark                     Grid Az
 QG1452:SPC ME E     -  GREENVILLE AIRPORT AZ MK                 203 59 10.2
 QG1452:UTM  19      -  GREENVILLE AIRPORT AZ MK                 203 37 47.0
 QG1452
 QG1452|---------------------------------------------------------------------|
 QG1452| PID    Reference Object                     Distance      Geod. Az  |
 QG1452|                                                           dddmmss.s |
 QG1452| QG1048 GREENVILLE AIRPORT AZ MK            APPROX. 0.6 KM 2031411.8 |
 QG1452| QG1045 GREENVILLE AIRPORT RM 1              30.263 METERS 34242     |
 QG1452|---------------------------------------------------------------------|
 QG1452
 QG1452                          SUPERSEDED SURVEY CONTROL
 QG1452
 QG1452  ELLIP H (07/24/97)  403.51   (m)                       GP(       ) 1 1
 QG1452  NAD 83(1992)-  45 27 49.90519(N)    069 33 05.39162(W) AD(1995.00) B
 QG1452  ELLIP H (04/19/96)  403.46   (m)                       GP(1995.00) 3 1
 QG1452  NAD 83(1992)-  45 27 49.90227(N)    069 33 05.39077(W) AD(       ) B
 QG1452  ELLIP H (04/16/93)  403.57   (m)                       GP(       ) 4 1
 QG1452  NAD 83(1986)-  45 27 49.90662(N)    069 33 05.40437(W) AD(       ) 1
 QG1452  NGVD 29 (11/20/87)  428.29   (m)         1405.1    (f) LEVELING    3  
 QG1452
 QG1452.Superseded values are not recommended for survey control.
 QG1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1452.See file dsdata.txt to determine how the superseded data were derived.
 QG1452
 QG1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL5688634630(NAD 83)
 QG1452_MARKER: DH = HORIZONTAL CONTROL DISK
 QG1452_SETTING: 66 = SET IN ROCK OUTCROP
 QG1452_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 QG1452_STAMPING: GREENVILLE APT 2 1985
 QG1452_MARK LOGO: NGS   
 QG1452_MAGNETIC: N = NO MAGNETIC MATERIAL
 QG1452_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG1452+STABILITY: POSITION/ELEVATION WELL
 QG1452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QG1452+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2000
 QG1452
 QG1452  HISTORY     - Date     Condition        Report By
 QG1452  HISTORY     - 1985     MONUMENTED       NGS
 QG1452  HISTORY     - 1985     GOOD             NGS
 QG1452  HISTORY     - 19920629 GOOD             NGS
 QG1452  HISTORY     - 19951009 GOOD             CHANCE
 QG1452  HISTORY     - 19960702 GOOD             NGS
 QG1452  HISTORY     - 20000424 GOOD             NGS
 QG1452
 QG1452                          STATION DESCRIPTION
 QG1452
 QG1452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (MRM)
 QG1452'THE STATION IS LOCATED ABOUT 3.2 KM (2 MI) EAST OF GREENVILLE, AT
 QG1452'THE GREENVILLE MUNICIPAL AIRPORT, IN THE EAST ANGLE OF THE RUNWAYS,
 QG1452'ON AN ELEVATED OUTCROP AREA ABOUT 5 METERS (16.4 FT) HIGHER THAN THE
 QG1452'RUNWAYS, ABOUT 35 METERS (115 FT) SOUTHERLY OF THE NOT RECOVERED
 QG1452'STATION GREENVILLE AIRPORT 1955.
 QG1452'OWNERSHIP--GREENVILLE MUNICIPAL AIRPORT, MAX FOLSOM - AIRPORT
 QG1452'MANAGER, P.O. BOX 507, GREENVILLE ME 04441, PHONE 207-695-2821.
 QG1452'
 QG1452'TO REACH THE STATION FROM THE THE BLINKER LIGHT IN GREENVILLE
 QG1452'(WHERE STATE HIGHWAYS 6 AND 15 TURN FROM WEST TO SOUTH),
 QG1452'GO NORTH FOR 70 METERS (230 FT) ON THE PAVED ROAD TO A PAVED STREET
 QG1452'RIGHT.
 QG1452'TURN RIGHT AND GO EAST FOR 2.7 KM (1.7 MI) ON PLEASANT STREET TO A
 QG1452'PAVED ROAD LEFT, JUST PAST A TRAILER PARK ON THE RIGHT.
 QG1452'TURN LEFT AND GO NORTH FOR 1.0 KM (0.6 MI) ON THE PAVED ROAD TO A
 QG1452'CROSSROAD.
 QG1452'TURN RIGHT AND GO SOUTH FOR 0.2 KM (0.15 MI) ON THE PAVED ROAD TO
 QG1452'THE END OF ROAD AT THE AIRPORT.  TURN LEFT AND GO 0.1 KM (0.05 MI)
 QG1452'ON THE TAXI STRIP TO RUNWAY 21.  CROSS RUNWAY, THEN TURN RIGHT TO
 QG1452'THE RUNWAY JUNCTION AND THE STATION ON THE LEFT.
 QG1452'
 QG1452'THE STATION IS A STANDARD NGS DISK
 QG1452'STAMPED---GREENVILLE APT 2 1985---,
 QG1452'SET INTO A DRILL HOLE IN A 0.5 METERS BY 1.0 METERS ROCK OUTCROP
 QG1452'PROJECTING 2 CM ABOVE GROUND, ON THE TOP OF A LOW KNOLL COVERED WITH
 QG1452'BRUSH.  LOCATED
 QG1452'81 METERS (265.7 FT) EAST FROM A RUNWAY EDGE,
 QG1452'78 METERS (255.9 FT) NORTH FROM A RUNWAY EDGE,
 QG1452'30.3 METERS (99.4 FT) SOUTH-SOUTHEAST FROM GREENVILLE AIRPORT RM 1,
 QG1452'22 METERS (72.2 FT) NORTH FROM THE SOUTH EDGE OF A LEDGE,
 QG1452'15.5 METERS (50.9 FT) EAST FROM THE WEST EDGE OF A LEDGE AND
 QG1452'1.7 METERS (5.6 FT) SOUTH-SOUTHWEST FROM A CARSONITE WITNESS POST.
 QG1452'
 QG1452'AZIMUTH MARK NO. 1 IS A STANDARD CGS DISK
 QG1452'STAMPED---GREENVILLE AIRPORT 1955---,
 QG1452'SET INTO A DRILL HOLE IN A 50-CM BOULDER PROJECTING 10 CM ABOVE
 QG1452'GROUND.  LOCATED
 QG1452'33.5 METERS (109.9 FT) EAST FROM A GRAVEL ROAD,
 QG1452'1.0 METERS (3.3 FT) EAST FROM A METAL WITNESS POST AND
 QG1452'2.0 METERS (6.6 FT) WEST FROM THE TRAIL.
 QG1452'TO REACH THE AZIMUTH FROM THE RUNWAY JUNCTION,
 QG1452'GO SOUTH FOR 0.4 KM (0.25 MI) ON RUNWAY 3-21 TO THE END OF RUNWAY.
 QG1452'TURN RIGHT FOR 30 METERS (100 FT), THEN TURN LEFT AND GO SOUTH FOR
 QG1452'84 METERS (275 FT) ON A TRAIL TO THE MARK ON THE RIGHT.
 QG1452'
 QG1452'FAA AIRPORT SURVEYS, MAINE, OCTOBER-NOVEMBER 1985.
 QG1452'
 QG1452'THIS STATION SUITABLE FOR GPS SURVEYS.
 QG1452'
 QG1452'DESCRIBED BY G.R. HEID.
 QG1452
 QG1452                          STATION RECOVERY (1985)
 QG1452
 QG1452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QG1452'RECOVERED IN GOOD CONDITION.
 QG1452
 QG1452                          STATION RECOVERY (1992)
 QG1452
 QG1452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 QG1452'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) EAST OF GREENVILLE, AT
 QG1452'THE GREENVILLE MUNICIPAL AIRPORT, IN THE EAST ANGLE OF THE RUNWAYS,
 QG1452'ON AN ELEVATED OUTCROP AREA ABOUT 5 M (16.4 FT) HIGHER THAN THE
 QG1452'RUNWAYS. OWNERSHIP--TOWN OF GREENVILLE, TOWN MANAGER TOM COTA, P.O.
 QG1452'BOX 1109, GREENVILLE ME 04441, PHONE 207-695-2421.
 QG1452'TO REACH THE STATION FROM THE BLINKING LIGHT IN GREENVILLE (WHERE
 QG1452'STATE HIGHWAYS 6 AND 15 TURN FROM WEST TO SOUTH), GO NORTH FOR 70 M
 QG1452'(229.7 FT) ON THE PAVED ROAD TO A PAVED ROAD RIGHT.  TURN RIGHT AND
 QG1452'GO EAST FOR 2.7 KM (1.65 MI) ON PLEASANT STREET TO A PAVED ROAD LEFT.
 QG1452'TURN LEFT AND GO NORTH FOR 1.0 KM (0.60 MI) ON THE PAVED ROAD TO A
 QG1452'CROSSROAD.  TURN RIGHT AND GO SOUTH FOR 0.2 KM (0.10 MI) ON THE PAVED
 QG1452'ROAD TO THE END OF ROAD AT AIRPORT.  TURN LEFT AND GO EAST 0.1 KM
 QG1452'(0.05 MI) ON THE TAXIWAY TO RUNWAY 21.  CROSS RUNWAY AND GO RIGHT TO
 QG1452'THE RUNWAY JUNCTION AND THE STATION ON THE LEFT.
 QG1452'LOCATED 81.0 M (265.7 FT) EAST FROM A RUNWAY EDGE, 78.0 M (255.9 FT)
 QG1452'NORTH FROM A RUNWAY EDGE, 22.0 M (72.2 FT) NORTH FROM THE SOUTH EDGE
 QG1452'OF A LEDGE, 15.5 M (50.9 FT) EAST FROM THE WEST EDGE OF A LEDGE AND
 QG1452'1.7 M (5.6 FT) SOUTH-SOUTHWEST FROM A FIBERGLASS WITNESS POST.
 QG1452
 QG1452                          STATION RECOVERY (1995)
 QG1452
 QG1452'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (DS)
 QG1452'RECOVERED AS DESCRIBED WITH THE FOLLOWING INFORMATION-  THE STATION IS
 QG1452'DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION (PACS) - MAINE ANA
 QG1452'SURVEYS 1995
 QG1452
 QG1452                          STATION RECOVERY (1996)
 QG1452
 QG1452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 QG1452'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) EAST OF GREENVILLE, AT
 QG1452'THE GREENVILLE MUNICIPAL AIRPORT, IN THE EAST ANGLE OF THE RUNWAYS, ON
 QG1452'AN ELEVATED OUTCROP AREA ABOUT 5 M (16.4 FT) HIGHER THAN THE RUNWAYS.
 QG1452'OWNERSHIP--TOWN OF GREENVILLE, TOWN MANAGER TOM COTA, P.O. BOX 1109,
 QG1452'GREENVILLE ME 04441, PHONE 207-695-2421.  TO REACH THE STATION FROM
 QG1452'THE BLINKING LIGHT IN GREENVILLE (WHERE STATE HIGHWAYS 6 AND 15 TURN
 QG1452'FROM WEST TO SOUTH) , GO NORTH FOR 70 M (229.7 FT) ON THE PAVED ROAD
 QG1452'TO A PAVED ROAD RIGHT, TURN RIGHT AND GO EAST FOR 2.7 KM (1.65 MI) ON
 QG1452'PLEASANT STREET TO A PAVED ROAD LEFT, TURN LEFT AND GO NORTH FOR 1.0
 QG1452'KM (0.60 MI) ON THE PAVED ROAD TO A CROSSROAD, TURN RIGHT AND GO SOUTH
 QG1452'FOR 0.2 KM (0.10 MI) ON THE PAVED ROAD TO THE END OF ROAD AT AIRPORT,
 QG1452'TURN LEFT AND GO EAST 0.1 KM (0.05 MI) ON THE TAXIWAY TO RUNWAY 21,
 QG1452'TURN RIGHT AND GO SOUTHWESTERLY ON THE RUNWAY FOR 0.1 MI (0.2 KM) TO
 QG1452'THE STATION OFF TO THE LEFT JUST BEFORE REACHING THE RUNWAY JUNCTION.
 QG1452'THE STATION IS LOCATED 81.0 M (265.7 FT) EAST FROM A RUNWAY EDGE, 78.0
 QG1452'M (255.9 FT) NORTH FROM A RUNWAY EDGE, 22.0 M (72.2 FT) NORTH FROM THE
 QG1452'SOUTH EDGE OF A LEDGE, 15.5 M (50.9 FT) EAST FROM THE WEST EDGE OF A
 QG1452'LEDGE AND 1.7 M (5.6 FT) SOUTH-SOUTHWEST FROM A FIBERGLASS WITNESS
 QG1452'POST.  THIS IS THE PRIMARY AIRPORT CONTROL STATION.
 QG1452
 QG1452                          STATION RECOVERY (2000)
 QG1452
 QG1452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 QG1452'RECOVERED AS DESCRIBED.  NOTE--THE TOWN MANAGER-AIRPORT MANAGER IS NOW
 QG1452'MR. JOHN SIMKO.  CONTACT HIM ONE DAY IN ADVANCE BEFORE OCCUPYING THIS
 QG1452'STATION, PHONE 207-695-2421.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1103 ***********************************************************************
 PF1103  DESIGNATION -  GREENWOOD ATT MICROWAVE
 PF1103  PID         -  PF1103
 PF1103  STATE/COUNTY-  ME/OXFORD
 PF1103  USGS QUAD   -  WEST PARIS (1967)
 PF1103
 PF1103                         *CURRENT SURVEY CONTROL
 PF1103  ___________________________________________________________________
 PF1103* NAD 83(1996)-  44 17 47.56080(N)    070 37 02.41527(W)     ADJUSTED  
 PF1103* NAVD 88     -                                                        
 PF1103  ___________________________________________________________________
 PF1103  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 PF1103  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 PF1103
 PF1103  HORZ ORDER  -  THIRD
 PF1103
 PF1103.The horizontal coordinates were established by classical geodetic methods
 PF1103.and adjusted by the National Geodetic Survey in March 1998..
 PF1103
 PF1103
 PF1103.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1103
 PF1103.The geoid height was determined by GEOID03.
 PF1103
 PF1103;                    North         East     Units Scale Factor Converg.
 PF1103;SPC ME W     -   162,661.635   864,035.114   MT  0.99998257   -0 18 53.1
 PF1103;UTM  19      - 4,906,082.170   370,978.538   MT  0.99980472   -1 07 46.8
 PF1103
 PF1103                          SUPERSEDED SURVEY CONTROL
 PF1103
 PF1103  NAD 83(1992)-  44 17 47.56077(N)    070 37 02.41570(W) AD(       ) 4
 PF1103  NAD 83(1992)-  44 17 47.56077(N)    070 37 02.41570(W) AD(       ) 4
 PF1103  NAD 83(1986)-  44 17 47.56787(N)    070 37 02.41885(W) AD(       ) 4
 PF1103  NAD 27      -  44 17 47.31993(N)    070 37 04.19205(W) AD(       ) 3
 PF1103
 PF1103.Superseded values are not recommended for survey control.
 PF1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1103.See file dsdata.txt to determine how the superseded data were derived.
 PF1103
 PF1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK7097906082(NAD 83)
 PF1103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PF1103+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2005
 PF1103
 PF1103  HISTORY     - Date     Condition        Report By
 PF1103  HISTORY     - 1976     MONUMENTED       NGS
 PF1103  HISTORY     - 20050606 GOOD             GEOCAC
 PF1103
 PF1103                          STATION DESCRIPTION
 PF1103
 PF1103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 PF1103'THE STATION, GREENWOOD AMERICAN TELEPHONE AND TELEGRAPH
 PF1103'COMPANY MICROWAVE, IS LOCATED ON A HIGH RIDGE IN THE
 PF1103'TOWN OF GREENWOOD ABOUT 7 MILES NORTHWEST OF NORWAY.
 PF1103'IT IS A FOUR-LEGGED TOWER ABOUT 250 FEET HIGH AND
 PF1103'PAINTED RED AND WHITE.  THE POINT INTERSECTED WAS
 PF1103'THE RED LIGHT AT THE TOP.
 PF1103'
 PF1103'DESCRIBED BY GREGORY S. NELSON.
 PF1103
 PF1103                          STATION RECOVERY (2005)
 PF1103
 PF1103'RECOVERY NOTE BY GEOCACHING 2005 (JKS)
 PF1103'RECOVERED AS DESCRIBED. JKS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1944 ***********************************************************************
 OC1944  DESIGNATION -  GREG
 OC1944  PID         -  OC1944
 OC1944  STATE/COUNTY-  ME/CUMBERLAND
 OC1944  USGS QUAD   -  GORHAM (1975)
 OC1944
 OC1944                         *CURRENT SURVEY CONTROL
 OC1944  ___________________________________________________________________
 OC1944* NAD 83(1996)-  43 43 51.08357(N)    070 25 06.20434(W)     ADJUSTED  
 OC1944* NAVD 88     -        58.7    (meters)     193.     (feet)  VERTCON   
 OC1944  ___________________________________________________________________
 OC1944  LAPLACE CORR-           3.54  (seconds)                    DEFLEC99
 OC1944  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 OC1944
 OC1944  HORZ ORDER  -  SECOND
 OC1944
 OC1944.The horizontal coordinates were established by classical geodetic methods
 OC1944.and adjusted by the National Geodetic Survey in March 1998..
 OC1944
 OC1944.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC1944.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC1944
 OC1944.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1944
 OC1944.The geoid height was determined by GEOID03.
 OC1944
 OC1944;                    North         East     Units Scale Factor Converg.
 OC1944;SPC ME W     -    99,740.718   879,719.852   MT  0.99997172   -0 10 26.4
 OC1944;UTM  19      - 4,842,957.892   385,768.500   MT  0.99976050   -0 58 50.2
 OC1944
 OC1944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1944!SPC ME W     -   0.99999494  x   0.99997172  =   0.99996666
 OC1944!UTM  19      -   0.99999494  x   0.99976050  =   0.99975544
 OC1944
 OC1944:                Primary Azimuth Mark                     Grid Az
 OC1944:SPC ME W     -  GORHAM MUN TANK                          204 43 06.1
 OC1944:UTM  19      -  GORHAM MUN TANK                          205 31 29.9
 OC1944
 OC1944|---------------------------------------------------------------------|
 OC1944| PID    Reference Object                     Distance      Geod. Az  |
 OC1944|                                                           dddmmss.s |
 OC1944| OC1939 GORHAM MUN TANK                     APPROX. 6.2 KM 2043239.7 |
 OC1944| OC1947 GREG AZ MK                          APPROX. 0.8 KM 2150314.8 |
 OC1944| OC1945 GREG RM 2                            16.061 METERS 24444     |
 OC1944| CE8200 GREG RM 1                            21.928 METERS 34238     |
 OC1944|---------------------------------------------------------------------|
 OC1944
 OC1944                          SUPERSEDED SURVEY CONTROL
 OC1944
 OC1944  NAD 83(1992)-  43 43 51.08226(N)    070 25 06.20531(W) AD(       ) 2
 OC1944  NAD 83(1986)-  43 43 51.08852(N)    070 25 06.21060(W) AD(       ) 2
 OC1944  NAD 27      -  43 43 50.80082(N)    070 25 08.02758(W) AD(       ) 2
 OC1944  NGVD 29 (07/19/86)   58.9    (m)          193.     (f) VERT ANG       
 OC1944
 OC1944.Superseded values are not recommended for survey control.
 OC1944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1944.See file dsdata.txt to determine how the superseded data were derived.
 OC1944
 OC1944_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ8576842958(NAD 83)
 OC1944_MARKER: DS = TRIANGULATION STATION DISK
 OC1944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC1944_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC1944
 OC1944  HISTORY     - Date     Condition        Report By
 OC1944  HISTORY     - 1976     MONUMENTED       NGS
 OC1944
 OC1944                          STATION DESCRIPTION
 OC1944
 OC1944'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JOL)
 OC1944'THE STATION IS LOCATED ABOUT 0.5 MILE SOUTHEAST OF
 OC1944'THE TOWN OF SOUTH WINDHAM, 0.25 MILE NORTHEAST OF THE
 OC1944'PRESUMPSCOT RIVER, 3.75 MILES NORTH-NORTHEAST OF THE
 OC1944'TOWN OF GORHAM, 4.5 MILES NORTHWEST OF THE CITY OF
 OC1944'WEST-BROOK AND ON THE PROPERTY OF CUMBERLAND COUNTY
 OC1944'CIVIL EMERGENCY PREPAREDNESS, 85 HIGH STREET, SOUTH
 OC1944'WINDHAM, MAINE, 04082. PERMISSION WAS GRANTED BY
 OC1944'EARLE THORNTON, DIRECTOR.
 OC1944'
 OC1944'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 4,
 OC1944'202 AND 237 ABOUT 3.5 MILES NORTH OF GORHAM. PROCEED
 OC1944'SOUTHEAST OF ON STATE ROUTE 237 FOR 0.15 MILE TO THE
 OC1944'INTERSECTION OF MALLISON STREET. TURN LEFT OFF STATE
 OC1944'ROUTE 237 ONTO MALLISON STREET AND PROCEED NORTHEAST
 OC1944'FOR 0.15 MILE TO THE PRESUMPSCOT RIVER AND THE
 OC1944'GORHAM-WINDHAM TOWN LINE. STAY ON MALLISON STREET
 OC1944'AND GO 0.3 MILES TO THE MENS CORRECTIONAL CENTER ON
 OC1944'THE RIGHT AND HIGH STREET ON THE LEFT.  TURN LEFT
 OC1944'ONTO HIGH STREET AND GO 0.15 MILE TO THE ENTRANCE
 OC1944'TO THE CUMBERLAND COUNTY CIVIL EMERGENCY PREPAREDNESS
 OC1944'COMPLEX AND THE STATION ON THE LEFT.
 OC1944'
 OC1944'THE STATION MARKS ARE STANDARD DISKS STAMPED--GREG 1976--.
 OC1944'THE SURFACE DISK IS THE TOP SET THE TOP OF A 12-INCH
 OC1944'CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 OC1944'GROUND SURFACE.  IT IS 16.6 FEET SOUTH OF THE SOUTHEDGE OF
 OC1944'THE PAVED DRIVE TO THE COMPLEX, 71 FEET SOUTHEAST OF THE
 OC1944'SIGN (CUMBERLAND COUNTY CIVIL EMERGENCY PREPAREDNESS) AND
 OC1944'120 FEET WEST OF THE CENTERLINE OF HIGH STREET.  THE UNDERGROUND
 OC1944'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 42
 OC1944'INCHES BELOW THE GROUND SURFACE.
 OC1944'
 OC1944'REFERENCE MARK 1, A STANDARD DISK STAMPED--GREG NO 1 1976--,
 OC1944'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OC1944'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 15.0 FEET NORTH
 OC1944'OF THE NORTH EDGE OF THE PAVED DRIVE TO THE COMPLEX, 38.3 FEET
 OC1944'EAST OF THE SIGN (CUMBERLAND COUNTY CIVIL EMERGENCY
 OC1944'PREPAREDNESS), AND 100 FEET WEST OF THE CENTERLINE OF HIGH
 OC1944'STREET.
 OC1944'
 OC1944'REFERENCE MARK 2, A STANDARD DISK STAMPED--GREG NO 2 1976--,
 OC1944'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OC1944'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 11.8 FEET
 OC1944'SOUTH OF THE SOUTH EDGE OF THE PAVED DRIVE TO THE COMPOUND
 OC1944'69.4 FEET SOUTH-SOUTHWEST OF THE SIGN (CUMBERLAND COUNTY
 OC1944'CIVIL EMERGENCY PREPAREDNESS), 131.5 FEET EAST OF THE GATE
 OC1944'CENTER OF THE FENCE AROUND THE COMPOUND.
 OC1944'
 OC1944'THE AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED--
 OC1944'GREG AZ 1976--IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OC1944'CONCRETE MONUMENT WHICH IF IS FLUSH WITH THE GROUND SURFACE.
 OC1944'IT IS 6 FEET NORTHEAST OF THE METAL WITNESS POST, 8 FEET
 OC1944'NORTHWEST OF THE EDGE OF THE CURBING, AND 5.2 FEET EAST
 OC1944'OF POWER POLE 93.
 OC1944'
 OC1944'TO REACH THE AZIMUTH MARK FROM THE STATION PROCEED
 OC1944'EASTERLY FOR 0.05 MILE TO THE END OF DRIVE. TURN RIGHT,
 OC1944'GO SOUTHERLY ON HIGH STREET FOR 0.15 MILE TO JUNCTION
 OC1944'WITH MALLISON STREET. TURN RIGHT, GO WESTERLY ON MALLISON
 OC1944'STREET FOR 0.4 MILE TO THE JUNCTION OF STATE ROUTE 237.
 OC1944'TURN RIGHT AND GO NORTHERLY ON STATE ROUTE 237 FOR 0.15
 OC1944'MILE TO THE JUNCTION OF STATE ROUTE 237, 4 AND 202.
 OC1944'TURN LEFT AND GO SOUTHERLY ON STATE ROUTES 4 AND 202
 OC1944'FOR 0.25 MILE TO THE AZIMUTH ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0444 ***********************************************************************
 OB0444  DESIGNATION -  GRIFFITHS HEAD RESET
 OB0444  PID         -  OB0444
 OB0444  STATE/COUNTY-  ME/SAGADAHOC
 OB0444  USGS QUAD   -  BOOTHBAY HARBOR (1997)
 OB0444
 OB0444                         *CURRENT SURVEY CONTROL
 OB0444  ___________________________________________________________________
 OB0444* NAD 83(1996)-  43 46 56.88898(N)    069 43 17.18799(W)     ADJUSTED  
 OB0444* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 OB0444  ___________________________________________________________________
 OB0444  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 OB0444  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 OB0444
 OB0444  HORZ ORDER  -  THIRD
 OB0444
 OB0444.The horizontal coordinates were established by classical geodetic methods
 OB0444.and adjusted by the National Geodetic Survey in March 1998..
 OB0444
 OB0444.The orthometric height was scaled from a topographic map.
 OB0444
 OB0444.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0444
 OB0444.The geoid height was determined by GEOID03.
 OB0444
 OB0444;                    North         East     Units Scale Factor Converg.
 OB0444;SPC ME W     -   105,540.627   935,838.879   MT  0.99998246   +0 18 29.0
 OB0444;UTM  19      - 4,847,965.522   441,948.124   MT  0.99964145   -0 29 57.1
 OB0444
 OB0444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0444!SPC ME W     -   1.00000311  x   0.99998246  =   0.99998557
 OB0444!UTM  19      -   1.00000311  x   0.99964145  =   0.99964456
 OB0444
 OB0444:                Primary Azimuth Mark                     Grid Az
 OB0444:SPC ME W     -  HENDRICKS HEAD LIGHT OLD TOWER           029 29 01.3
 OB0444:UTM  19      -  HENDRICKS HEAD LIGHT OLD TOWER           030 17 27.4
 OB0444
 OB0444|---------------------------------------------------------------------|
 OB0444| PID    Reference Object                     Distance      Geod. Az  |
 OB0444|                                                           dddmmss.s |
 OB0444| OB0446 HENDRICKS HEAD LIGHT OLD TOWER      APPROX. 5.1 KM 0294730.3 |
 OB0444| OB0436 SOUTHPORT IS N END STANDPIPE        APPROX. 7.7 KM 0430923.7 |
 OB0444| OB0435 CAPE NEWAGEN WATER TANK             APPROX. 5.0 KM 0823323.4 |
 OB0444| OB0421 DAMARISCOVE COAST GURAD E LOT       APPROX. 9.3 KM 1092634.4 |
 OB0444| OB0420 DAMARISCOVE COAST GUARD W LOT       APPROX. 9.1 KM 1094933.5 |
 OB0444| CE8201 GRIFFITHS HEAD RM 1                   7.150 METERS 13524     |
 OB0444| OB0469 SEGUIN LIGHTHOUSE 1933              APPROX. 8.8 KM 1993153.3 |
 OB0444| CE8202 GRIFFITHS HEAD RM 2                   5.701 METERS 22540     |
 OB0444|---------------------------------------------------------------------|
 OB0444
 OB0444                          SUPERSEDED SURVEY CONTROL
 OB0444
 OB0444  NAD 83(1992)-  43 46 56.88647(N)    069 43 17.18521(W) AD(       ) 3
 OB0444  NAD 83(1986)-  43 46 56.89206(N)    069 43 17.19093(W) AD(       ) 3
 OB0444  NAD 27      -  43 46 56.58600(N)    069 43 19.01400(W) AD(       ) 3
 OB0444
 OB0444.Superseded values are not recommended for survey control.
 OB0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0444.See file dsdata.txt to determine how the superseded data were derived.
 OB0444
 OB0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ4194847966(NAD 83)
 OB0444_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OB0444+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2002
 OB0444
 OB0444  HISTORY     - Date     Condition        Report By
 OB0444  HISTORY     - 1857     MONUMENTED       CGS
 OB0444  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0444  HISTORY     - 1962     SEE DESCRIPTION  CGS
 OB0444  HISTORY     - 20020912 GOOD             USPSQD
 OB0444
 OB0444                          STATION DESCRIPTION
 OB0444
 OB0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1857 (AWE)
 OB0444'ON THE TOP OF A KNOLL ON THE EXTREME WESTERN POINT OF THE
 OB0444'ENTRANCE TO SHEEPSCOT RIVER, AND ABOUT 40 FEET ABOVE HIGH-WATER
 OB0444'MARK.  THE STATION IS MARKED BY A HOLE DRILLED IN THE LEDGE.
 OB0444
 OB0444                          STATION RECOVERY (1934)
 OB0444
 OB0444'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0444'ORIGINAL STATION MARKED BY A DRILL HOLE IN 1857 WAS RECOVERED
 OB0444'AND A STANDARD BRASS DISK SET.  STATION IS ON GRIFFITHS HEAD, A
 OB0444'HIGH WHITE ROCK CLIFF ON THE SE SHORE OF GEORGETOWN ISLAND AT
 OB0444'THE MOUTH OF THE SHEEPSCOTT RIVER.  IT IS 5-1/2 MILES W BY N
 OB0444'DAMARISCOVE ISLAND AND 5-1/2 MILES N BY E OF SEQUIN
 OB0444'LIGHT-HOUSE.  THE BLUFF HAS A ROUND TOP ABOUT 15 METERS IN
 OB0444'DIAMETER AND THE STATION IS ON THE HIGHEST POINT OF THE BLUFF,
 OB0444'ABOUT 15 METERS W OF THE STEEP SLOPE OF THE ROCK.  THREE IRON
 OB0444'BOLTS, EACH 0.48 METER FROM THE STATION MARK, FORM A TRIANGLE
 OB0444'AROUND IT.  REFERENC MARK NO. 1 IS 2 METERS FROM THE
 OB0444'STEEP SLOPES OF THE BLUFF ON THE SE SIDE.  REFERENCE MARK NO. 2
 OB0444'IS 5 METERS FROM THE STEEP SLOPE ON THE SW SIDE OF THE BLUFF.
 OB0444'
 OB0444'THERE IS A SAND BEACH TO THE S OF GRIFFITHS HEAD AND A COVE TO
 OB0444'THE NE.
 OB0444
 OB0444                          STATION RECOVERY (1962)
 OB0444
 OB0444'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JS)
 OB0444'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED BY
 OB0444'K.G.C. IN 1934, WITH THE FOLLOWING CHANGES.
 OB0444'
 OB0444'GRIFFITHS HEAD IS NOW PART OF THE AREA KNOWN AS REID STATE
 OB0444'PARK.  THE SAND BEACH, MENTIONED, IS NOW A BATHING BEACH.  THE COVE,
 OB0444'MENTIONED, TO THE N.E. IS ROCKS AWASH AT HIGH-WATER AND ONLY A COVE
 OB0444'AT LOW-WATER BOUNDED BY A LEDGE PARTLY COVERED WITH SAND WHICH
 OB0444'BARES ALL THE WAY OUT TO AN ISLAND CALLED OUTER HEAD.
 OB0444'APPROXIMATELY 25 FEET SOUTH OF THE STATION IS A CONCRETE PLATFORM
 OB0444'WITH TWO COIN OPERATED BINOCULAR MACHINES MOUNTED
 OB0444'IT.  TWO OF THE IRON BOLTS, MENTIONED, ARE MISSING BUT PART
 OB0444'OF THE HOLES REMAIN.  THE THIRD BOLT IS NOW BENT OVER FLAT
 OB0444'WITH THE ROCK OUTCROP AND MAY BE DESTROYED IN THE NEAR
 OB0444'FUTURE.
 OB0444'
 OB0444'TO REACH THE STATION FROM THE HIGHWAY BRIDGE AT GEORGETOWN
 OB0444'PROCEED NORTHEASTERLY ON ROUTE 117 FOR 0.2 MILE TO A ROAD FORK,
 OB0444'TAKE RIGHT FORK AND FOLLOW SIGNS TO TOLL GATE OF REID STATE
 OB0444'PARK.  CONTINUE STRAIGHT AHEAD ABOUT 200 FT. TO ROAD FORK,
 OB0444'TAKE LEFT FORK AND CROSS OVER A SMALL WOODEN AND STONE BRIDGE ON
 OB0444'THE PARKING LOT.  GO UP THE PATH TOWARD THE BINOCULAR STANDS,
 OB0444'TURN LEFT AND GO ABOUT TWO PACES ALONG RIDGE TO THE REFERENCE
 OB0444'MARKS, WHICH POINT TO THE STATION AT TOP OF RIDGE.
 OB0444
 OB0444                          STATION RECOVERY (2002)
 OB0444
 OB0444'RECOVERY NOTE BY US POWER SQUADRON 2002 (RHS)
 OB0444'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2571 ***********************************************************************
 PE2571  DESIGNATION -  GRINDEL POINT LIGHTHOUSE
 PE2571  PID         -  PE2571
 PE2571  STATE/COUNTY-  ME/WALDO
 PE2571  USGS QUAD   -  ISLESBORO (1979)
 PE2571
 PE2571                         *CURRENT SURVEY CONTROL
 PE2571  ___________________________________________________________________
 PE2571* NAD 83(1996)-  44 16 53.44346(N)    068 56 35.01224(W)     ADJUSTED  
 PE2571* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 PE2571  ___________________________________________________________________
 PE2571  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 PE2571  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 PE2571
 PE2571  HORZ ORDER  -  THIRD
 PE2571
 PE2571.The horizontal coordinates were established by classical geodetic methods
 PE2571.and adjusted by the National Geodetic Survey in March 1998..
 PE2571.No horizontal observational check was made to the station.
 PE2571
 PE2571.The orthometric height was scaled from a topographic map.
 PE2571
 PE2571.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2571
 PE2571.The geoid height was determined by GEOID03.
 PE2571
 PE2571;                    North         East     Units Scale Factor Converg.
 PE2571;SPC ME E     -    68,405.174   264,635.909   MT  0.99991538   -0 18 33.6
 PE2571;UTM  19      - 4,903,142.116   504,543.557   MT  0.99960025   +0 02 23.1
 PE2571
 PE2571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2571!SPC ME E     -   1.00000310  x   0.99991538  =   0.99991848
 PE2571!UTM  19      -   1.00000310  x   0.99960025  =   0.99960335
 PE2571
 PE2571                          SUPERSEDED SURVEY CONTROL
 PE2571
 PE2571  NAD 83(1992)-  44 16 53.45929(N)    068 56 35.01246(W) AD(       ) 3
 PE2571  NAD 83(1986)-  44 16 53.44484(N)    068 56 34.98907(W) AD(       ) 3
 PE2571
 PE2571.Superseded values are not recommended for survey control.
 PE2571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2571.See file dsdata.txt to determine how the superseded data were derived.
 PE2571
 PE2571_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK0454403142(NAD 83)
 PE2571_MARKER: 13 = LIGHTHOUSE
 PE2571_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2571
 PE2571  HISTORY     - Date     Condition        Report By
 PE2571  HISTORY     - 1983     FIRST OBSERVED   NOS
 PE2571
 PE2571                          STATION DESCRIPTION
 PE2571
 PE2571'DESCRIBED BY NATIONAL OCEAN SERVICE 1983 (WVH)
 PE2571'THE STATION IS LOCATED ON GRINDEL POINT, ISLESBORO ISLAND ON
 PE2571'PENOBSCOT BAY IN MAINE.  THE STATION IS THE INTERSECTION OF FOUR
 PE2571'DECK PLATES INSIDE THE ROUND WINDOWED STRUCTURE THAT HOLDS THE
 PE2571'LIGHT APPARATUS.  THE FINIAL ON TOP OF THE LIGHTHOUSE IS DIRECTLY
 PE2571'ABOVE THIS INTERSECTION.  THE LIGHTHOUSE IS A SQUARE BRICK TOWER
 PE2571'WITH A ROUND LIGHT STRUCTURE ON TOP.  A METAL CATWALK SURROUNDS
 PE2571'THE LIGHTHOUSE AT THE LIGHT STRUCTURE.  AT THE TIME OF THIS
 PE2571'SURVEY THE BRICK WAS PAINTED WHITE AND THE REMAINING STRUCTURE
 PE2571'AND CATWALK WAS PAINTED BLACK.  THE LIGHTHOUSE IS NOW A MUSEUM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2572 ***********************************************************************
 PE2572  DESIGNATION -  GRINDEL POINT LIGHTHOUSE ECC
 PE2572  PID         -  PE2572
 PE2572  STATE/COUNTY-  ME/WALDO
 PE2572  USGS QUAD   -  ISLESBORO (1979)
 PE2572
 PE2572                         *CURRENT SURVEY CONTROL
 PE2572  ___________________________________________________________________
 PE2572* NAD 83(1996)-  44 16 53.39663(N)    068 56 35.08602(W)     ADJUSTED  
 PE2572* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 PE2572  ___________________________________________________________________
 PE2572  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 PE2572  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 PE2572
 PE2572  HORZ ORDER  -  THIRD
 PE2572
 PE2572.The horizontal coordinates were established by classical geodetic methods
 PE2572.and adjusted by the National Geodetic Survey in March 1998..
 PE2572
 PE2572.The orthometric height was scaled from a topographic map.
 PE2572
 PE2572.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2572
 PE2572.The geoid height was determined by GEOID03.
 PE2572
 PE2572;                    North         East     Units Scale Factor Converg.
 PE2572;SPC ME E     -    68,403.738   264,634.266   MT  0.99991538   -0 18 33.7
 PE2572;UTM  19      - 4,903,140.670   504,541.923   MT  0.99960025   +0 02 23.1
 PE2572
 PE2572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2572!SPC ME E     -   1.00000310  x   0.99991538  =   0.99991848
 PE2572!UTM  19      -   1.00000310  x   0.99960025  =   0.99960335
 PE2572
 PE2572                          SUPERSEDED SURVEY CONTROL
 PE2572
 PE2572  NAD 83(1992)-  44 16 53.41246(N)    068 56 35.08624(W) AD(       ) 3
 PE2572  NAD 83(1986)-  44 16 53.39801(N)    068 56 35.06285(W) AD(       ) 3
 PE2572
 PE2572.Superseded values are not recommended for survey control.
 PE2572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2572.See file dsdata.txt to determine how the superseded data were derived.
 PE2572
 PE2572_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK0454203141(NAD 83)
 PE2572_MARKER: X = CHISELED CROSS
 PE2572_SETTING: 0 = UNSPECIFIED SETTING
 PE2572_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2572_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE2572
 PE2572  HISTORY     - Date     Condition        Report By
 PE2572  HISTORY     - 1983     MONUMENTED       NOS
 PE2572
 PE2572                          STATION DESCRIPTION
 PE2572
 PE2572'DESCRIBED BY NATIONAL OCEAN SERVICE 1983 (WVH)
 PE2572'THE STATION IS LOCATED NEAR THE FERRY LANDING AT GRINDEL POINT
 PE2572'ON ISLESBORO ISLAND IN PENOBSCOT ISLAND.  THE STATION IS ON THE
 PE2572'CATWALK OF THE OLD GRINDEL POINT LIGHTHOUSE.
 PE2572'
 PE2572'THE STATION IS A CHISELED CROSS WITH A SMALL HOLE IN THE CENTER
 PE2572'STAMPED INTO THE METAL DECK OF THE CATWALK.
 PE2572'
 PE2572'THE STATION IS LOCATED 0.790 METER (2.59 FEET) NORTHEAST FROM
 PE2572'THE SOUTHWEST CORNER RAIL AND 0.836 METER (2.74 FEET) SOUTHWEST
 PE2572'FROM THE CIRCULAR BASE OF THE LIGHT STRUCTURE.
 PE2572'
 PE2572'AT THE TIME OF THE SURVEY THE CATWALK WAS PAINTED BLACK.  THE
 PE2572'LIGHTHOUSE IS NOW A MUSEUM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1760 ***********************************************************************
 PE1760  DESIGNATION -  GRINDSTONE 1860
 PE1760  PID         -  PE1760
 PE1760  STATE/COUNTY-  ME/HANCOCK
 PE1760  USGS QUAD   -  WINTER HARBOR (1985)
 PE1760
 PE1760                         *CURRENT SURVEY CONTROL
 PE1760  ___________________________________________________________________
 PE1760* NAD 83(1996)-  44 22 51.54699(N)    068 05 41.73283(W)     ADJUSTED  
 PE1760* NAVD 88     -        40.     (meters)     131.     (feet)  SCALED    
 PE1760  ___________________________________________________________________
 PE1760  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 PE1760  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 PE1760
 PE1760  HORZ ORDER  -  THIRD
 PE1760
 PE1760.The horizontal coordinates were established by classical geodetic methods
 PE1760.and adjusted by the National Geodetic Survey in March 1998..
 PE1760
 PE1760.The orthometric height was scaled from a topographic map.
 PE1760
 PE1760.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1760
 PE1760.The geoid height was determined by GEOID03.
 PE1760
 PE1760;                    North         East     Units Scale Factor Converg.
 PE1760;SPC ME E     -    79,441.743   332,277.618   MT  0.99991281   +0 16 60.0
 PE1760;UTM  19      - 4,914,587.755   572,097.647   MT  0.99966392   +0 37 59.0
 PE1760
 PE1760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1760!SPC ME E     -   0.99999749  x   0.99991281  =   0.99991030
 PE1760!UTM  19      -   0.99999749  x   0.99966392  =   0.99966141
 PE1760
 PE1760                          SUPERSEDED SURVEY CONTROL
 PE1760
 PE1760  NAD 83(1992)-  44 22 51.54491(N)    068 05 41.73959(W) AD(       ) 3
 PE1760  NAD 83(1986)-  44 22 51.54285(N)    068 05 41.74455(W) AD(       ) 3
 PE1760  NAD 27      -  44 22 51.25100(N)    068 05 43.73400(W) AD(       ) 3
 PE1760
 PE1760.Superseded values are not recommended for survey control.
 PE1760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1760.See file dsdata.txt to determine how the superseded data were derived.
 PE1760
 PE1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK7209814588(NAD 83)
 PE1760
 PE1760  HISTORY     - Date     Condition        Report By
 PE1760  HISTORY     - 1860     MONUMENTED       CGS
 PE1760  HISTORY     - 1933     SEE DESCRIPTION  MEGS
 PE1760  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE1760  HISTORY     - 1935     SEE DESCRIPTION  MEGS
 PE1760  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE1760  HISTORY     - 1965     SEE DESCRIPTION  CGS
 PE1760
 PE1760                          STATION DESCRIPTION
 PE1760
 PE1760'DESCRIBED BY COAST AND GEODETIC SURVEY 1860 (FPW)
 PE1760'ON THE SUMMIT OF A STONY HILL ON GRINDSTONE NECK, W SIDE OF WINTER
 PE1760'HARBOR.  THE LAND IS OWNED BY MARK BUNKER, WHO LIVES AT THE HEAD
 PE1760'OF SAND COVE OF WINTER HARBOR.  A ROAD FROM WINTER HARBOR PASSES
 PE1760'CLOSE TO THE STATION AND TERMINATES 5/8 MILE BEYOND, AT THE S
 PE1760'END OF THE NECK.
 PE1760'
 PE1760'THE STATION IS A HOLE DRILLED IN A ROCK.
 PE1760
 PE1760                          STATION RECOVERY (1933)
 PE1760
 PE1760'RECOVERY NOTE BY MAINE GEODETIC SURVEY 1933
 PE1760'THE STATION IS ON GRINDSTONE NECK, ON WHICH ARE NOW SEVERAL
 PE1760'SUMMER COTTAGES AND A SUMMER HOTEL, CALLED THE GRINDSTONE INN.
 PE1760'
 PE1760'I FOUND A DRILL HOLE IN A LEDGE, ON THE HIGHEST PART OF THE
 PE1760'NECK, AND IT APPEARED TO BE THE STATION, ALTHOUGH I AM NOT
 PE1760'CERTAIN OF THE IDENTIFICATION.  ABOUT 1.5 FEET WSW OF THE
 PE1760'SUPPOSED STATION MARK, AND ABOUT 4 INCHES LOWER, IS ANOTHER DRILL
 PE1760'HOLE, CONSIDERABLY LARGER IN DIAMETER.  THE POINT IS ABOUT 35
 PE1760'FEET ENE OF THE CENTER OF THE TRAVELED PART OF THE ROAD WHICH
 PE1760'PASSES IN FRONT OF THE GRINDSTONE INN AND IS SOME 250 FEET SSE
 PE1760'OF THE MAIN ENTRANCE TO THE HOTEL.  A PROMINENT STANDPIPE,
 PE1760'ABOUT 8 FEET IN DIAMETER, NOW PAINTED LIGHT YELLOW, WITH AN
 PE1760'ORNAMENTAL IRON TOP, BEARS SOME 13 DEG W OF N FROM THE STATION,
 PE1760'DISTANT ABOUT 253 FEET.  AT A DISTANCE THE TANK LOOKS MUCH
 PE1760'LIKE A CHIMNEY.  THE VIEW FROM THE STATION IS ALMOST
 PE1760'WHOLLY OBSTRUCTED BY TREES AND BUILDINGS.
 PE1760
 PE1760                          STATION RECOVERY (1934)
 PE1760
 PE1760'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1760'THE STATION WAS RECOVERED AS DESCRIBED, AND IS ALMOST 250 FEET
 PE1760'SSE OF THE ENTRANCE TO A SUMMER HOTEL CALLED GRINDSTONE INN, ON
 PE1760'GRINDSTONE NECK, AND IS APPROXIMATELY 253 FEET E BY S FROM THE
 PE1760'HOTEL STANDPIPE (TRUE AZIMUTH 284 DEG 05 MIN).
 PE1760'
 PE1760'THE STATION IS 35 FEET ENE OF THE ROAD WHICH PASSES IN FRONT
 PE1760'OF THE INN.  RECOVERY WAS CHECKED BY LOCATING THE POSITION OF THE
 PE1760'STANDPIPE IN THE 1934 WORK.
 PE1760'
 PE1760'THE STATION WAS RE-MARKED AND TWO REFERENCE MARKS WERE
 PE1760'ESTABLISHED.  MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL
 PE1760'HOLES IN OUTCROPPING BEDROCK.  THERE IS A LARGE DRILL HOLE ALMOST
 PE1760'1.5 FEET WSW OF THE STATION.
 PE1760
 PE1760                          STATION RECOVERY (1935)
 PE1760
 PE1760'RECOVERY NOTE BY MAINE GEODETIC SURVEY 1935
 PE1760'THERE SEEMS TO BE AN ERROR IN RECOVERY NOTE OF K.G. CROSBY 1934,
 PE1760'FOR GRINDSTONE IS APPROXIMATELY 253 FEET S BY E FROM GRINDSTONE
 PE1760'NECK STANDPIPE AND NOT E BY S AS STATED.  THE AZIMUTH IS ABOUT
 PE1760'347 DEG AND NOT 284 DEG.
 PE1760
 PE1760                          STATION RECOVERY (1944)
 PE1760
 PE1760'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1760'STATION RECOVERED AS DESCRIBED BY K.G.C. IN 1934, EXCEPT IT IS
 PE1760'S BY E OF THE GRINDSTONE NECK STANDPIPE AS STATED BY MAINE
 PE1760'GEODETIC SURVEY, 1935.  DISTANCES TO REFERENCE MARKS WERE
 PE1760'CHECKED.  ALL MARKS ARE IN GOOD CONDITION.
 PE1760
 PE1760                          STATION RECOVERY (1965)
 PE1760
 PE1760'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (NCS)
 PE1760'STATION MARK AND BOTH RMS RECOVERED IN GOOD CONDITION AS
 PE1760'DESCRIBED IN 1934 EXCEPT THE GRINDSTONE INN IS GONE.  HOTEL
 PE1760'STANDPIPE, GRINDSTONE NECK STANDPIPE, 1934, REMAINS.  THE MARK
 PE1760'IS ON THE EAST SIDE OF THE ROAD IN THICK GROWTH OF EVERGREENS.
 PE1760'
 PE1760'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PE1760'1.1 MILES SOUTHWEST OF WINTER HARBOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1759 ***********************************************************************
 PE1759  DESIGNATION -  GRINDSTONE NECK STANDPIPE
 PE1759  PID         -  PE1759
 PE1759  STATE/COUNTY-  ME/HANCOCK
 PE1759  USGS QUAD   -  WINTER HARBOR (1985)
 PE1759
 PE1759                         *CURRENT SURVEY CONTROL
 PE1759  ___________________________________________________________________
 PE1759* NAD 83(1996)-  44 22 53.99768(N)    068 05 42.51749(W)     ADJUSTED  
 PE1759* NAVD 88     -                                                        
 PE1759  ___________________________________________________________________
 PE1759  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 PE1759  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 PE1759
 PE1759  HORZ ORDER  -  THIRD
 PE1759
 PE1759.The horizontal coordinates were established by classical geodetic methods
 PE1759.and adjusted by the National Geodetic Survey in March 1998..
 PE1759
 PE1759
 PE1759.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1759
 PE1759.The geoid height was determined by GEOID03.
 PE1759
 PE1759;                    North         East     Units Scale Factor Converg.
 PE1759;SPC ME E     -    79,517.294   332,259.876   MT  0.99991279   +0 16 59.4
 PE1759;UTM  19      - 4,914,663.178   572,079.449   MT  0.99966389   +0 37 58.5
 PE1759
 PE1759                          SUPERSEDED SURVEY CONTROL
 PE1759
 PE1759  NAD 83(1992)-  44 22 53.99589(N)    068 05 42.52418(W) AD(       ) 4
 PE1759  NAD 83(1986)-  44 22 53.99393(N)    068 05 42.52924(W) AD(       ) 4
 PE1759  NAD 27      -  44 22 53.69900(N)    068 05 44.51000(W) AD(       ) 3
 PE1759
 PE1759.Superseded values are not recommended for survey control.
 PE1759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1759.See file dsdata.txt to determine how the superseded data were derived.
 PE1759
 PE1759_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK7207914663(NAD 83)
 PE1759
 PE1759  HISTORY     - Date     Condition        Report By
 PE1759  HISTORY     - 1934     MONUMENTED       CGS
 PE1759  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE1759  HISTORY     - 1965     SEE DESCRIPTION  CGS
 PE1759  HISTORY     - 1968     SEE DESCRIPTION  CGS
 PE1759  HISTORY     - 1970     SEE DESCRIPTION  NGS
 PE1759
 PE1759                          STATION DESCRIPTION
 PE1759
 PE1759'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1759'THE CENTER OF THE TALL, WHITE STANDPIPE AT THE GRINDSTONE HOTEL
 PE1759'ON GRINDSTONE NECK.
 PE1759
 PE1759                          STATION RECOVERY (1944)
 PE1759
 PE1759'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1759'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED BY K.G.C. IN
 PE1759'1934.
 PE1759
 PE1759                          STATION RECOVERY (1965)
 PE1759
 PE1759'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (NCS)
 PE1759'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1934.  THE GRINDSTONE
 PE1759'INN IS NO LONGER STANDING.
 PE1759'
 PE1759'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PE1759'1.1 MILES SOUTHWEST OF WINTER HARBOR.
 PE1759
 PE1759                          STATION RECOVERY (1968)
 PE1759
 PE1759'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NCS)
 PE1759'STATION IS DESTROYED.  THE STANDPIPE WAS TAKEN DOWN AND A TENNIS
 PE1759'COURT NOW OCCUPIES THE SITE.
 PE1759'
 PE1759'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PE1759'1.1 MILES SOUTHWEST OF WINTER HARBOR.
 PE1759
 PE1759                          STATION RECOVERY (1970)
 PE1759
 PE1759'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 PE1759'STATION IS DESTROYED.  THE STANDPIPE HAS BEEN DISMANTLED.
 PE1759'
 PE1759'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PE1759'1-1/2 MILES SW OF WINTER HARBOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0561 ***********************************************************************
 OB0561  DESIGNATION -  GROVER
 OB0561  PID         -  OB0561
 OB0561  STATE/COUNTY-  ME/CUMBERLAND
 OB0561  USGS QUAD   -  ORRS ISLAND (1997)
 OB0561
 OB0561                         *CURRENT SURVEY CONTROL
 OB0561  ___________________________________________________________________
 OB0561* NAD 83(1996)-  43 50 03.11661(N)    069 53 27.89554(W)     ADJUSTED  
 OB0561* NAVD 88     -        32.     (meters)     105.     (feet)  SCALED    
 OB0561  ___________________________________________________________________
 OB0561  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 OB0561  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 OB0561
 OB0561  HORZ ORDER  -  THIRD
 OB0561
 OB0561.The horizontal coordinates were established by classical geodetic methods
 OB0561.and adjusted by the National Geodetic Survey in March 1998..
 OB0561
 OB0561.The orthometric height was scaled from a topographic map.
 OB0561
 OB0561.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0561
 OB0561.The geoid height was determined by GEOID03.
 OB0561
 OB0561;                    North         East     Units Scale Factor Converg.
 OB0561;SPC ME W     -   111,228.635   922,164.314   MT  0.99997271   +0 11 27.1
 OB0561;UTM  19      - 4,853,843.804   428,359.515   MT  0.99966312   -0 37 01.8
 OB0561
 OB0561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0561!SPC ME W     -   0.99999906  x   0.99997271  =   0.99997177
 OB0561!UTM  19      -   0.99999906  x   0.99966312  =   0.99966218
 OB0561
 OB0561:                Primary Azimuth Mark                     Grid Az
 OB0561:SPC ME W     -  MC KINNEY                                082 41 46.8
 OB0561:UTM  19      -  MC KINNEY                                083 30 15.7
 OB0561
 OB0561|---------------------------------------------------------------------|
 OB0561| PID    Reference Object                     Distance      Geod. Az  |
 OB0561|                                                           dddmmss.s |
 OB0561| OB0552 MC KINNEY                           APPROX. 1.7 KM 0825313.9 |
 OB0561| OB0553 CROOKER                             APPROX. 2.1 KM 0943239.1 |
 OB0561| OB0550 BUTLER                              APPROX. 4.5 KM 1591650.4 |
 OB0561| OB0569 YARMOUTH RESET                      APPROX. 6.0 KM 1970529.3 |
 OB0561|---------------------------------------------------------------------|
 OB0561
 OB0561                          SUPERSEDED SURVEY CONTROL
 OB0561
 OB0561  NAD 83(1992)-  43 50 03.11496(N)    069 53 27.89458(W) AD(       ) 3
 OB0561  NAD 83(1986)-  43 50 03.12060(N)    069 53 27.89992(W) AD(       ) 3
 OB0561  NAD 27      -  43 50 02.82800(N)    069 53 29.72900(W) AD(       ) 3
 OB0561
 OB0561.Superseded values are not recommended for survey control.
 OB0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0561.See file dsdata.txt to determine how the superseded data were derived.
 OB0561
 OB0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ2836053844(NAD 83)
 OB0561
 OB0561  HISTORY     - Date     Condition        Report By
 OB0561  HISTORY     - UNK      MONUMENTED
 OB0561  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0561
 OB0561                          STATION DESCRIPTION
 OB0561
 OB0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OB0561'SEARCHED FOR BUT NOT FOUND.  A SEARCH BY PLANE TABLE METHODS
 OB0561'MIGHT LOCATE THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1113 ***********************************************************************
 PF1113  DESIGNATION -  GROVER
 PF1113  PID         -  PF1113
 PF1113  STATE/COUNTY-  ME/OXFORD
 PF1113  USGS QUAD   -  GREENWOOD (1967)
 PF1113
 PF1113                         *CURRENT SURVEY CONTROL
 PF1113  ___________________________________________________________________
 PF1113* NAD 83(1996)-  44 17 27.54017(N)    070 44 33.75767(W)     ADJUSTED  
 PF1113* NAVD 88     -       460.     (meters)    1509.     (feet)  SCALED    
 PF1113  ___________________________________________________________________
 PF1113  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 PF1113  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 PF1113
 PF1113  HORZ ORDER  -  THIRD
 PF1113
 PF1113.The horizontal coordinates were established by classical geodetic methods
 PF1113.and adjusted by the National Geodetic Survey in March 1998..
 PF1113
 PF1113.The orthometric height was scaled from a topographic map.
 PF1113
 PF1113.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1113
 PF1113.The geoid height was determined by GEOID03.
 PF1113
 PF1113;                    North         East     Units Scale Factor Converg.
 PF1113;SPC ME W     -   162,106.303   854,025.636   MT  0.99999265   -0 24 08.1
 PF1113;UTM  19      - 4,905,669.318   360,963.841   MT  0.99983774   -1 13 01.7
 PF1113
 PF1113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1113!SPC ME W     -   0.99993211  x   0.99999265  =   0.99992476
 PF1113!UTM  19      -   0.99993211  x   0.99983774  =   0.99976986
 PF1113
 PF1113:                Primary Azimuth Mark                     Grid Az
 PF1113:SPC ME W     -  CARIBOU                                  290 33 13.7
 PF1113:UTM  19      -  CARIBOU                                  291 22 07.3
 PF1113
 PF1113|---------------------------------------------------------------------|
 PF1113| PID    Reference Object                     Distance      Geod. Az  |
 PF1113|                                                           dddmmss.s |
 PF1113| PF1173 CARIBOU                             APPROX.16.0 KM 2900905.6 |
 PF1113|---------------------------------------------------------------------|
 PF1113
 PF1113                          SUPERSEDED SURVEY CONTROL
 PF1113
 PF1113  NAD 83(1992)-  44 17 27.53782(N)    070 44 33.76113(W) AD(       ) 3
 PF1113  NAD 83(1992)-  44 17 27.54014(N)    070 44 33.75855(W) AD(       ) 3
 PF1113  NAD 83(1986)-  44 17 27.54758(N)    070 44 33.76023(W) AD(       ) 3
 PF1113  NAD 27      -  44 17 27.28829(N)    070 44 35.54411(W) AD(       ) 3
 PF1113
 PF1113.Superseded values are not recommended for survey control.
 PF1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1113.See file dsdata.txt to determine how the superseded data were derived.
 PF1113
 PF1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK6096405669(NAD 83)
 PF1113_MARKER: DD = SURVEY DISK
 PF1113_SETTING: 66 = SET IN ROCK OUTCROP
 PF1113_SP_SET: SET IN ROCK OUTCROP
 PF1113_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PF1113+STABILITY: POSITION/ELEVATION WELL
 PF1113
 PF1113  HISTORY     - Date     Condition        Report By
 PF1113  HISTORY     - 1910     MONUMENTED       USGS
 PF1113
 PF1113                          STATION DESCRIPTION
 PF1113
 PF1113'DESCRIBED BY US GEOLOGICAL SURVEY 1910
 PF1113'A LOW MOUNTAIN RIDGE ABOUT 9.0 MI S. OF BETHEL, 3.0 MI S. OF ALBANY
 PF1113'TOWN HOUSE AND 1.0 MI S. OF HUNTS CORNERS.  THE HILL IS BARE ON S.
 PF1113'SIDE BUT SOMEWHAT TIMBERED ON N.  A GOOD VIEW CAN BE OBTAINED TOWARD
 PF1113'THE S. AND W., BUT FROM THE N. TO E. IT IS CUT OFF BY HIGHER
 PF1113'MOUNTAINS.
 PF1113'
 PF1113'STATION MARK,  STANDARD DISK SET IN SOLID ROCK.
 PF1113'
 PF1113'REFERENCE MARKS, FOUR OLD CHISELED MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1480 ***********************************************************************
 OC1480  DESIGNATION -  GT CHEBEAG IS N HSE NE CHIM
 OC1480  PID         -  OC1480
 OC1480  STATE/COUNTY-  ME/CUMBERLAND
 OC1480  USGS QUAD   -  FREEPORT (1970)
 OC1480
 OC1480                         *CURRENT SURVEY CONTROL
 OC1480  ___________________________________________________________________
 OC1480* NAD 83(1996)-  43 45 31.02089(N)    070 05 47.26281(W)     ADJUSTED  
 OC1480* NAVD 88     -                                                        
 OC1480  ___________________________________________________________________
 OC1480  LAPLACE CORR-           3.41  (seconds)                    DEFLEC99
 OC1480  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 OC1480
 OC1480  HORZ ORDER  -  THIRD
 OC1480
 OC1480.The horizontal coordinates were established by classical geodetic methods
 OC1480.and adjusted by the National Geodetic Survey in March 1998..
 OC1480
 OC1480
 OC1480.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1480
 OC1480.The geoid height was determined by GEOID03.
 OC1480
 OC1480;                    North         East     Units Scale Factor Converg.
 OC1480;SPC ME W     -   102,796.593   905,653.448   MT  0.99996706   +0 02 54.8
 OC1480;UTM  19      - 4,845,647.664   411,736.286   MT  0.99969582   -0 45 30.2
 OC1480
 OC1480                          SUPERSEDED SURVEY CONTROL
 OC1480
 OC1480  NAD 83(1992)-  43 45 31.01914(N)    070 05 47.26298(W) AD(       ) 4
 OC1480  NAD 83(1986)-  43 45 31.02497(N)    070 05 47.26829(W) AD(       ) 4
 OC1480  NAD 27      -  43 45 30.74000(N)    070 05 49.09000(W) AD(       ) 3
 OC1480
 OC1480.Superseded values are not recommended for survey control.
 OC1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1480.See file dsdata.txt to determine how the superseded data were derived.
 OC1480
 OC1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ1173645648(NAD 83)
 OC1480
 OC1480  HISTORY     - Date     Condition        Report By
 OC1480  HISTORY     - UNK      MONUMENTED
 OC1480  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OC1480
 OC1480                          STATION DESCRIPTION
 OC1480
 OC1480'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FLG)
 OC1480'THIS HOUSE HAS BEEN MOVED TO ANOTHER LOCATION WITHIN THE LAST
 OC1480'YEAR OR SO.  THEREFORE, THIS STATION SHOULD BE CLASSIFIED
 OC1480'AS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0497 ***********************************************************************
 RF0497  DESIGNATION -  GUAGING STATION SMYRNA
 RF0497  PID         -  RF0497
 RF0497  STATE/COUNTY-  ME/AROOSTOOK
 RF0497  USGS QUAD   -  LUDLOW (1986)
 RF0497
 RF0497                         *CURRENT SURVEY CONTROL
 RF0497  ___________________________________________________________________
 RF0497* NAD 83(1986)-  46 08 39.     (N)    068 03 26.     (W)     SCALED    
 RF0497* NAVD 88     -       182.696  (meters)     599.40   (feet)  ADJUSTED  
 RF0497  ___________________________________________________________________
 RF0497  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 RF0497  DYNAMIC HT  -         182.703 (meters)     599.42  (feet)  COMP
 RF0497  MODELED GRAV-     980,652.7   (mgal)                       NAVD 88
 RF0497
 RF0497  VERT ORDER  -  FIRST     CLASS II
 RF0497
 RF0497.The horizontal coordinates were scaled from a topographic map and have
 RF0497.an estimated accuracy of +/- 6 seconds.
 RF0497
 RF0497.The orthometric height was determined by differential leveling
 RF0497.and adjusted by the National Geodetic Survey in June 1991..
 RF0497
 RF0497.The geoid height was determined by GEOID03.
 RF0497
 RF0497.The dynamic height is computed by dividing the NAVD 88
 RF0497.geopotential number by the normal gravity value computed on the
 RF0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0497.degrees latitude (g = 980.6199 gals.).
 RF0497
 RF0497.The modeled gravity was interpolated from observed gravity values.
 RF0497
 RF0497;                    North         East    Units  Estimated Accuracy
 RF0497;SPC ME E     -   275,390.      334,210.      MT  (+/- 180 meters Scaled)
 RF0497
 RF0497                          SUPERSEDED SURVEY CONTROL
 RF0497
 RF0497.No superseded survey control is available for this station.
 RF0497
 RF0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM728104(NAD 83)
 RF0497_MARKER: DD = SURVEY DISK
 RF0497_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RF0497_SP_SET: WING WALL
 RF0497_STAMPING: GUAGING STATION
 RF0497_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RF0497
 RF0497  HISTORY     - Date     Condition        Report By
 RF0497  HISTORY     - UNK      MONUMENTED       USGS
 RF0497  HISTORY     - 1978     GOOD             NGS
 RF0497
 RF0497                          STATION DESCRIPTION
 RF0497
 RF0497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0497'4.7 MI EAST FROM SMYRNA MILLS.
 RF0497'4.7 MILES EAST ALONG U.S. HIGHWAY 2 FROM THE POST OFFICE AT SMYRNA
 RF0497'MILLS, AT INTERSTATE HIGHWAY 95, 84.8 FT. SOUTH-SOUTHEAST OF CENTER
 RF0497'LINE OF HIGHWAY 2, 55.1 FT. SOUTHWEST OF TELEPHONE POLE 211, 43.9 FT.
 RF0497'SOUTH OF SOUTHWEST END OF A 5-FOOT CORRUGATED STEEL PIPE CULVERT,
 RF0497'IN THE BASE OF THE NORTHWEST WING WALL OF AN 8-FT. BY 10-FT.
 RF0497'CONCRETE BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0209 ***********************************************************************
 OC0209  DESIGNATION -  GUARD
 OC0209  PID         -  OC0209
 OC0209  STATE/COUNTY-  ME/CUMBERLAND
 OC0209  USGS QUAD   -  PORTLAND EAST (1975)
 OC0209
 OC0209                         *CURRENT SURVEY CONTROL
 OC0209  ___________________________________________________________________
 OC0209* NAD 83(1996)-  43 39 42.46109(N)    070 11 09.15882(W)     ADJUSTED  
 OC0209* LOCAL TIDAL -        29.128  (meters)      95.56   (feet)  ADJ UNCH  
 OC0209  ___________________________________________________________________
 OC0209  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 OC0209  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 OC0209
 OC0209  HORZ ORDER  -  THIRD
 OC0209  VERT ORDER  -  SECOND    CLASS 0
 OC0209
 OC0209.The horizontal coordinates were established by classical geodetic methods
 OC0209.and adjusted by the National Geodetic Survey in March 1998..
 OC0209
 OC0209.The orthometric height was key entered from printed documents
 OC0209.and not key verified.
 OC0209
 OC0209.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC0209
 OC0209.The geoid height was determined by GEOID03.
 OC0209
 OC0209;                    North         East     Units Scale Factor Converg.
 OC0209;SPC ME W     -    92,037.155   898,450.502   MT  0.99996670   -0 00 47.7
 OC0209;UTM  19      - 4,834,993.444   404,384.590   MT  0.99971245   -0 49 07.7
 OC0209
 OC0209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC0209!SPC ME W     -   0.99999952  x   0.99996670  =   0.99996622
 OC0209!UTM  19      -   0.99999952  x   0.99971245  =   0.99971197
 OC0209
 OC0209:                Primary Azimuth Mark                     Grid Az
 OC0209:SPC ME W     -  MARSH RESET                              057 43 58.6
 OC0209:UTM  19      -  MARSH RESET                              058 32 18.6
 OC0209
 OC0209|---------------------------------------------------------------------|
 OC0209| PID    Reference Object                     Distance      Geod. Az  |
 OC0209|                                                           dddmmss.s |
 OC0209| OC1677 MARSH RESET                         APPROX. 2.9 KM 0574310.9 |
 OC0209| OC0211 GUARD RM 1                           15.358 METERS 07029     |
 OC0209| OC0210 GUARD RM 2                           20.057 METERS 16251     |
 OC0209| OC1714 PEAKS ISLAND FCT EAST 1943           53.930 METERS 22401     |
 OC0209| OC1779 B 3 KEARNEY 1941                      8.553 METERS 27825     |
 OC0209| OC1715 TRAVERSE POINT A 1943                38.923 METERS 29051     |
 OC0209| OC1780 B 3 CHASE 1941                        6.724 METERS 29806     |
 OC0209| OC1781 BC B 1 INGALLS 1941                   7.467 METERS 34908     |
 OC0209|---------------------------------------------------------------------|
 OC0209
 OC0209                          SUPERSEDED SURVEY CONTROL
 OC0209
 OC0209  NAD 83(1992)-  43 39 42.45929(N)    070 11 09.15958(W) AD(       ) 3
 OC0209  NAD 83(1986)-  43 39 42.46526(N)    070 11 09.16516(W) AD(       ) 3
 OC0209  NAD 27      -  43 39 42.16800(N)    070 11 11.00400(W) AD(       ) 3
 OC0209
 OC0209.Superseded values are not recommended for survey control.
 OC0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0209.See file dsdata.txt to determine how the superseded data were derived.
 OC0209
 OC0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0438534993(NAD 83)
 OC0209_MARKER: DS = TRIANGULATION STATION DISK
 OC0209_SETTING: 66 = SET IN ROCK OUTCROP
 OC0209_SP_SET: BEDROCK
 OC0209_STAMPING: GUARD 1941
 OC0209_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC0209+STABILITY: POSITION/ELEVATION WELL
 OC0209
 OC0209  HISTORY     - Date     Condition        Report By
 OC0209  HISTORY     - 1941     MONUMENTED       CGS
 OC0209  HISTORY     - 1943     GOOD             NGS
 OC0209
 OC0209                          STATION DESCRIPTION
 OC0209
 OC0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC0209'STATION IS ON THE SE PART OF PEAKS ISLAND AND 13 FEET SE OF GUARD
 OC0209'STATION.
 OC0209'
 OC0209'STATION IS MARKED BY A STANDARD DISK SET IN A DRILL HOLE IN
 OC0209'BEDROCK AND IS STAMPED GUARD 1941.
 OC0209'
 OC0209'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A DRILL HOLE IN
 OC0209'BEDROCK ABOUT 1 FOOT LOWER THAN STATION AND IS STAMPED GUARD NO. 1
 OC0209'1941.
 OC0209'
 OC0209'REFERENCE MARK NO. IS A STANDARD DISK SET IN A DRILL HOLE IN
 OC0209'BEDROCK ABOUT 1 FOOT HIGHER THAN STATION AND IS STAMPED GUARD
 OC0209'NO. 2 1941.
 OC0209
 OC0209                          STATION RECOVERY (1943)
 OC0209
 OC0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 OC0209'0.8 MI NE FROM PEAK ISLAND.
 OC0209'0.8 MILE NORTHEAST ALONG A DIRT ROAD FROM THE POST OFFICE AT
 OC0209'PEAK ISLAND, CUMBERLAND COUNTY, 169 FEET NORTHEAST OF A HIGH
 OC0209'CONCRETE LOOKOUT TOWER, 90 FEET SOUTHEAST OF THE ROAD, 78.5 FEET
 OC0209'SOUTHWEST OF THE CONCRETE BASE OF A SEARCHLIGHT, 15.8 FEET
 OC0209'SOUTHEAST OF THE SOUTHEAST WALL OF A LOW CONCRETE BUILDING, AND
 OC0209'IN BEDROCK FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0211 ***********************************************************************
 OC0211  DESIGNATION -  GUARD RM 1
 OC0211  PID         -  OC0211
 OC0211  STATE/COUNTY-  ME/CUMBERLAND
 OC0211  USGS QUAD   -  PORTLAND EAST (1975)
 OC0211
 OC0211                         *CURRENT SURVEY CONTROL
 OC0211  ___________________________________________________________________
 OC0211* NAD 83(1986)-  43 39 42.     (N)    070 11 09.     (W)     SCALED    
 OC0211* LOCAL TIDAL -        29.345  (meters)      96.28   (feet)  ADJ UNCH  
 OC0211  ___________________________________________________________________
 OC0211  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 OC0211
 OC0211  VERT ORDER  -  SECOND    CLASS 0
 OC0211
 OC0211.The horizontal coordinates were scaled from a topographic map and have
 OC0211.an estimated accuracy of +/- 6 seconds.
 OC0211
 OC0211.The orthometric height was key entered from printed documents
 OC0211.and not key verified.
 OC0211
 OC0211.The geoid height was determined by GEOID03.
 OC0211
 OC0211;                    North         East    Units  Estimated Accuracy
 OC0211;SPC ME W     -    92,020.      898,450.      MT  (+/- 180 meters Scaled)
 OC0211
 OC0211                          SUPERSEDED SURVEY CONTROL
 OC0211
 OC0211.No superseded survey control is available for this station.
 OC0211
 OC0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ043349(NAD 83)
 OC0211_MARKER: DR = REFERENCE MARK DISK
 OC0211_SETTING: 66 = SET IN ROCK OUTCROP
 OC0211_SP_SET: BEDROCK
 OC0211_STAMPING: GUARD NO 1 1941
 OC0211_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC0211+STABILITY: POSITION/ELEVATION WELL
 OC0211
 OC0211  HISTORY     - Date     Condition        Report By
 OC0211  HISTORY     - 1941     MONUMENTED       CGS
 OC0211  HISTORY     - 1943     GOOD             NGS
 OC0211
 OC0211                          STATION DESCRIPTION
 OC0211
 OC0211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 OC0211'0.8 MI NE FROM PEAK ISLAND.
 OC0211'0.8 MILE NORTHEAST ALONG A DIRT ROAD FROM THE POST OFFICE AT
 OC0211'PEAK ISLAND, 50.5 FEET EAST-NORTHEAST OF TRIANGULATION STATION
 OC0211'GUARD DESCRIBED ABOVE, 98.8 FEET SOUTHEAST OF THE CENTERLINE OF
 OC0211'THE ROAD, 78.8 FEET SOUTHEAST OF THE CONCRETE BASE OF A
 OC0211'SEARCHLIGHT, 43.8 FEET EAST OF THE EAST CORNER OF A LOW CONCRETE
 OC0211'BUILDING, AND IN BEDROCK PROJECTING ABOUT 1 FOOT ABOVE THE
 OC0211'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0210 ***********************************************************************
 OC0210  DESIGNATION -  GUARD RM 2
 OC0210  PID         -  OC0210
 OC0210  STATE/COUNTY-  ME/CUMBERLAND
 OC0210  USGS QUAD   -  PORTLAND EAST (1975)
 OC0210
 OC0210                         *CURRENT SURVEY CONTROL
 OC0210  ___________________________________________________________________
 OC0210* NAD 83(1986)-  43 39 42.     (N)    070 11 09.     (W)     SCALED    
 OC0210* LOCAL TIDAL -        28.342  (meters)      92.99   (feet)  ADJ UNCH  
 OC0210  ___________________________________________________________________
 OC0210  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 OC0210
 OC0210  VERT ORDER  -  SECOND    CLASS 0
 OC0210
 OC0210.The horizontal coordinates were scaled from a topographic map and have
 OC0210.an estimated accuracy of +/- 6 seconds.
 OC0210
 OC0210.The orthometric height was key entered from printed documents
 OC0210.and not key verified.
 OC0210
 OC0210.The geoid height was determined by GEOID03.
 OC0210
 OC0210;                    North         East    Units  Estimated Accuracy
 OC0210;SPC ME W     -    92,020.      898,450.      MT  (+/- 180 meters Scaled)
 OC0210
 OC0210                          SUPERSEDED SURVEY CONTROL
 OC0210
 OC0210.No superseded survey control is available for this station.
 OC0210
 OC0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ043349(NAD 83)
 OC0210_MARKER: DR = REFERENCE MARK DISK
 OC0210_SETTING: 66 = SET IN ROCK OUTCROP
 OC0210_SP_SET: BEDROCK
 OC0210_STAMPING: GUARD NO 2 1941
 OC0210_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC0210+STABILITY: POSITION/ELEVATION WELL
 OC0210
 OC0210  HISTORY     - Date     Condition        Report By
 OC0210  HISTORY     - 1941     MONUMENTED       CGS
 OC0210  HISTORY     - 1943     GOOD             NGS
 OC0210
 OC0210                          STATION DESCRIPTION
 OC0210
 OC0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 OC0210'0.8 MI NE FROM PEAK ISLAND.
 OC0210'0.8 MILE NORTHEAST ALONG A DIRT ROAD FROM THE POST OFFICE AT
 OC0210'PEAK ISLAND, 65.8 FEET SOUTH OF TRIANGULATION STATION GUARD
 OC0210'DESCRIBED ABOVE, 155 FEET SOUTHEAST OF THE ROAD, 120 FEET EAST
 OC0210'OF A HIGH CONCRETE LOOKOUT TOWER, 78.2 FEET SOUTHEAST OF THE
 OC0210'SOUTH CORNER OF A LOW CONCRETE BUILDING, AND IN BEDROCK
 OC0210'PROJECTING ABOUT 1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1344 ***********************************************************************
 QG1344  DESIGNATION -  GUILFORD
 QG1344  PID         -  QG1344
 QG1344  STATE/COUNTY-  ME/PISCATAQUIS
 QG1344  USGS QUAD   -  SANGERVILLE (1984)
 QG1344
 QG1344                         *CURRENT SURVEY CONTROL
 QG1344  ___________________________________________________________________
 QG1344* NAD 83(1996)-  45 13 39.46084(N)    069 21 32.85486(W)     ADJUSTED  
 QG1344* NAVD 88     -       404.     (meters)    1325.     (feet)  SCALED    
 QG1344  ___________________________________________________________________
 QG1344  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 QG1344  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 QG1344
 QG1344  HORZ ORDER  -  FIRST
 QG1344
 QG1344.The horizontal coordinates were established by classical geodetic methods
 QG1344.and adjusted by the National Geodetic Survey in March 1998..
 QG1344
 QG1344.The orthometric height was scaled from a topographic map.
 QG1344
 QG1344.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1344
 QG1344.The geoid height was determined by GEOID03.
 QG1344
 QG1344;                    North         East     Units Scale Factor Converg.
 QG1344;SPC ME E     -   173,797.288   232,536.122   MT  0.99995594   -0 36 35.7
 QG1344;SPC ME W     -   266,345.299   963,417.255   MT  1.00001610   +0 34 23.9
 QG1344;UTM  19      - 5,008,300.217   471,807.649   MT  0.99960977   -0 15 17.8
 QG1344
 QG1344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1344!SPC ME E     -   0.99994060  x   0.99995594  =   0.99989655
 QG1344!SPC ME W     -   0.99994060  x   1.00001610  =   0.99995670
 QG1344!UTM  19      -   0.99994060  x   0.99960977  =   0.99955040
 QG1344
 QG1344|---------------------------------------------------------------------|
 QG1344| PID    Reference Object                     Distance      Geod. Az  |
 QG1344|                                                           dddmmss.s |
 QG1344| DA5078 GUILFORD RM 1                        10.872 METERS 06843     |
 QG1344| DA5079 GUILFORD RM 2                        13.156 METERS 16815     |
 QG1344| DA5077 GUILFORD AZ MK                                     1955026.0 |
 QG1344|---------------------------------------------------------------------|
 QG1344
 QG1344                          SUPERSEDED SURVEY CONTROL
 QG1344
 QG1344  NAD 83(1992)-  45 13 39.45847(N)    069 21 32.84999(W) AD(       ) 1
 QG1344  NAD 83(1986)-  45 13 39.46253(N)    069 21 32.85755(W) AD(       ) 1
 QG1344  NAD 27      -  45 13 39.27900(N)    069 21 34.68800(W) AD(       ) 1
 QG1344
 QG1344.Superseded values are not recommended for survey control.
 QG1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1344.See file dsdata.txt to determine how the superseded data were derived.
 QG1344
 QG1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL7180808300(NAD 83)
 QG1344
 QG1344  HISTORY     - Date     Condition        Report By
 QG1344  HISTORY     - 1941     MONUMENTED       CGS
 QG1344  HISTORY     - 1976     SEE DESCRIPTION  USGS
 QG1344
 QG1344                          STATION DESCRIPTION
 QG1344
 QG1344'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 QG1344'STATION IS LOCATED ON THE SUMMIT OF WHAT IS LOCALLY KNOWN AS
 QG1344'GUILFORD MOUNTAIN, ON THE PROPERTY OF CLIDE GRAY WHO LIVES AT
 QG1344'THE FOOT OF THE MOUNTAIN TO THE SW.  THE MOUNTAIN IS HEAVILY
 QG1344'TIMBERED AND THE STATION IS A U.S.G.S. MARK ON A LARGE BARE
 QG1344'GRANITE OUTCROP.  THIS OUTCROP PROTRUDES ABOUT 15 FEET ABOVE
 QG1344'THE SURROUNDING GROUND.  STATION IS BY AIR LINE ABOUT 3.5 MILES
 QG1344'NNE OF GUILFORD, 6.5 MILES ESE OF MONSON, AND 7.5 MILES WNW OF
 QG1344'DOVER-FOXCROFT.
 QG1344'
 QG1344'REFERENCE AND AZIMUTH MARKS ARE STANDARD U.S.C. AND
 QG1344'G.S. BRONZE DISKS WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.
 QG1344'
 QG1344'NO UNDERGROUND MARK WAS SET.
 QG1344'
 QG1344'REFERENCE MARKS ARE ON THE TOP OF THE SAME GRANITE OUTCROP AS
 QG1344'THE STATION.
 QG1344'
 QG1344'AZIMUTH MARK IS ON A SMALL OUTCROP IN PASTURE LAND ABOUT 2
 QG1344'MILES SSW OF THE STATION, 150 FEET ESE OF THE SE CORNER OF
 QG1344'CLIDE GRAYS BARN, AND 50 FEET SW OF THE SW CORNER OF AN OLD
 QG1344'ORCHARD.
 QG1344'
 QG1344'TO REACH FROM THE POST OFFICE IN GUILFORD, GO EASTERLY ALONG
 QG1344'HIGHWAYS 15 AND 16 FOR 0.2 MILE TO THEIR INTERSECTION WITH
 QG1344'HIGHWAY 150 AT A GULF STATION.  THENCE N ON HIGHWAY 150 FOR
 QG1344'3.0 MILES TO A POINT WHERE IT TURNS SHARP W IN FRONT OF A
 QG1344'BARN.  THENCE RIGHT (E) ON A GRAVEL ROAD FOR 1.0 MILE TO A DIRT
 QG1344'ROAD TO THE N AT THE MAIL BOX OF CLIDE GRAY ON THE TOP OF A
 QG1344'HILL.  THENCE LEFT (N) FOR 0.2 MILE TO HOUSE AND BARN AND
 QG1344'AZIMUTH MARK SE OF BARN.  FROM HERE, WITHOUT LOCAL
 QG1344'INFORMATION, FOLLOW COMPASS BEARING THROUGH BRUSH TO THE NE TO
 QG1344'TOP OF GUILFORD MOUNTAIN AND STATION.  A TRAIL WAS
 QG1344'BLAZED IN BUT IT WILL BE HARD TO FOLLOW IN A FEW YEARS
 QG1344'BECAUSE OF LOGGING OPERATIONS NOW GOING ON.  THE WAY IS
 QG1344'ROUGH AND BRUSHY.  ABOUT 2 HOURS HARD PACK.  NO WATER ALONG
 QG1344'TRAIL.
 QG1344'
 QG1344'HEIGHT OF LIGHT ABOVE STATION MARK 20 FEET.
 QG1344
 QG1344                          STATION RECOVERY (1976)
 QG1344
 QG1344'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976 (JWB)
 QG1344'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0765 ***********************************************************************
 PD0765  DESIGNATION -  GULL IBC 1919
 PD0765  PID         -  PD0765
 PD0765  STATE/COUNTY-  ME/WASHINGTON
 PD0765  USGS QUAD   -  EASTPORT (1977)
 PD0765
 PD0765                         *CURRENT SURVEY CONTROL
 PD0765  ___________________________________________________________________
 PD0765* NAD 83(1996)-  44 52 37.50115(N)    066 59 44.79521(W)     ADJUSTED  
 PD0765* NAVD 88     -                                                        
 PD0765  ___________________________________________________________________
 PD0765  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 PD0765  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 PD0765
 PD0765  HORZ ORDER  -  THIRD
 PD0765
 PD0765.The horizontal coordinates were established by classical geodetic methods
 PD0765.and adjusted by the National Geodetic Survey in March 1998..
 PD0765
 PD0765
 PD0765.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0765
 PD0765.The geoid height was determined by GEOID03.
 PD0765
 PD0765;                    North         East     Units Scale Factor Converg.
 PD0765;SPC ME E     -   135,586.007   418,844.771   MT  1.00007363   +1 03 41.3
 PD0765;UTM  19      - 4,971,250.070   658,301.035   MT  0.99990815   +1 24 52.0
 PD0765
 PD0765                          SUPERSEDED SURVEY CONTROL
 PD0765
 PD0765  NAD 83(1992)-  44 52 37.49075(N)    066 59 44.79738(W) AD(       ) 3
 PD0765  NAD 83(1986)-  44 52 37.48599(N)    066 59 44.80007(W) AD(       ) 3
 PD0765  NAD 27      -  44 52 37.20000(N)    066 59 46.88300(W) AD(       ) 3
 PD0765
 PD0765.Superseded values are not recommended for survey control.
 PD0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0765.See file dsdata.txt to determine how the superseded data were derived.
 PD0765
 PD0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5830171250(NAD 83)
 PD0765_MARKER: H = DRILL HOLE
 PD0765_SETTING: 66 = SET IN ROCK OUTCROP
 PD0765_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 PD0765_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0765_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0765+STABILITY: POSITION/ELEVATION WELL
 PD0765
 PD0765  HISTORY     - Date     Condition        Report By
 PD0765  HISTORY     - 1919     MONUMENTED       IBC
 PD0765  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0765  HISTORY     - 1972     GOOD             IBC
 PD0765  HISTORY     - 1985     MARK NOT FOUND   NOS
 PD0765
 PD0765                          STATION DESCRIPTION
 PD0765
 PD0765'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1919 (JH)
 PD0765'ON A ROCKY ISLAND IN PASSAMAQUODDY BAY KNOWN AS GULL ROCK, AND IS
 PD0765'LOCATED ON THE HIGHEST POINT OF THE ISLAND, ABOUT 1/5 MILE W OF
 PD0765'TREAT ISLAND, AND 1/3 MILE N OF DUDLEY ISLAND.
 PD0765'
 PD0765'STATION MARK IS A SHALLOW DRILL HOLE IN THE SOLID ROCK, ENCLOSED IN
 PD0765'A 6 - INCH CHISELLED SQUARE.  THERE ARE 4 SPIKES TO HOLD GUY WIRES
 PD0765'AROUND THE STATION.
 PD0765
 PD0765                          STATION RECOVERY (1946)
 PD0765
 PD0765'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0765'STATION IS ON A ROCKY ISLAND IN PASSAMAQUODDY BAY KNOWN AS GULL
 PD0765'ROCK, AND IS LOCATED ON THE HIGHEST POINT OF THE ISLAND, ABOUT
 PD0765'1/5 MILE W OF TREAT ISLAND, AND 1/3 MILE N OF DUDLEY ISLAND.
 PD0765'
 PD0765'STATION MARK IS A SHALLOW DRILL HOLE IN THE SOLID ROCK, INCLOSED
 PD0765'IN A 6-INCH CHISELED SQUARE.  THERE ARE 4 SPIKES TO HOLD GUY
 PD0765'WIRES AROUND THE STATION.
 PD0765
 PD0765                          STATION RECOVERY (1972)
 PD0765
 PD0765'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 PD0765'THE STATION WAS RECOVERED ABOUT AS DESCRIBED.  LITTLE WAS LEFT OF
 PD0765'THE ROCK AND AT THE INTERSECTION OF THE LINES BETWEEN THE FOUR SPIKES
 PD0765'THAT WERE SET TO HOLD GUY WIRES.
 PD0765
 PD0765                          STATION RECOVERY (1985)
 PD0765
 PD0765'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1985 (WVH)
 PD0765'THE STATION NOT RECOVERED AT THIS DATE.
 PD0765'THE FOUR SPIKES WERE FOUND BUT NO TRACE OF CHISELED SQUARE WAS FOUND
 PD0765'ON THE SMALL BARE ISLAND.  A SMALL SHALLOW  HOLE WAS FOUND BUT THERE
 PD0765'WAS NO CHISELED SQUARE AROUND IT.
 PD0765'
 PD0765'DESCRIBED BY G.E.L.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0403 ***********************************************************************
 OB0403  DESIGNATION -  GULL RESET
 OB0403  PID         -  OB0403
 OB0403  STATE/COUNTY-  ME/LINCOLN
 OB0403  USGS QUAD   -  LOUDS ISLAND (1979)
 OB0403
 OB0403                         *CURRENT SURVEY CONTROL
 OB0403  ___________________________________________________________________
 OB0403* NAD 83(1996)-  43 52 40.32283(N)    069 24 57.16415(W)     ADJUSTED  
 OB0403* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 OB0403  ___________________________________________________________________
 OB0403  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 OB0403  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 OB0403
 OB0403  HORZ ORDER  -  THIRD
 OB0403
 OB0403.The horizontal coordinates were established by classical geodetic methods
 OB0403.and adjusted by the National Geodetic Survey in March 1998..
 OB0403
 OB0403.The orthometric height was scaled from a topographic map.
 OB0403
 OB0403.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0403
 OB0403.The geoid height was determined by GEOID03.
 OB0403
 OB0403;                    North         East     Units Scale Factor Converg.
 OB0403;SPC ME W     -   116,317.551   960,339.274   MT  1.00001143   +0 31 13.5
 OB0403;SPC ME E     -    23,871.470   226,397.550   MT  0.99996661   -0 38 05.4
 OB0403;UTM  19      - 4,858,392.040   466,588.944   MT  0.99961373   -0 17 17.7
 OB0403
 OB0403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0403!SPC ME W     -   1.00000354  x   1.00001143  =   1.00001497
 OB0403!SPC ME E     -   1.00000354  x   0.99996661  =   0.99997015
 OB0403!UTM  19      -   1.00000354  x   0.99961373  =   0.99961727
 OB0403
 OB0403:                Primary Azimuth Mark                     Grid Az
 OB0403:SPC ME W     -  MARSH                                    018 42 11.6
 OB0403:SPC ME E     -  MARSH                                    019 51 30.5
 OB0403:UTM  19      -  MARSH                                    019 30 42.8
 OB0403
 OB0403|---------------------------------------------------------------------|
 OB0403| PID    Reference Object                     Distance      Geod. Az  |
 OB0403|                                                           dddmmss.s |
 OB0403| OB0397 MARSH                               APPROX. 3.9 KM 0191325.1 |
 OB0403| OB0332 CROW                                APPROX. 6.3 KM 0320954.9 |
 OB0403| OB0334 CRANBERRY                           APPROX. 7.7 KM 0343511.1 |
 OB0403| OB0328 TURKEY CHURCH                       APPROX.15.7 KM 0610242.9 |
 OB0403| CE8203 GULL RM 1                            16.380 METERS 06251     |
 OB0403| OB0399 FRANKLIN ISLAND LH                  APPROX. 3.7 KM 0641307.0 |
 OB0403| OB0351 THOMPSON                            APPROX. 8.2 KM 0724652.3 |
 OB0403| OB0342 THE KEGS DAYBEACON                  APPROX. 6.1 KM 0735255.7 |
 OB0403| OB0356 DAVIS ISLAND BARN WEST GABLE        APPROX. 9.0 KM 0813946.7 |
 OB0403| OB0355 HARBOR                              APPROX. 8.8 KM 0903402.2 |
 OB0403| OB0377 ALLEN                               APPROX. 8.4 KM 0951818.8 |
 OB0403| OB0376 BURNT ISLAND                        APPROX. 9.8 KM 0971343.9 |
 OB0403| OB0379 OLD MAN LEDGE DAYBEACON             APPROX. 9.1 KM 1164548.5 |
 OB0403| OB0378 MONHEGAN LIGHT                      APPROX.14.9 KM 1471858.2 |
 OB0403| OB0380 MONHEGAN FOG BELL                   APPROX.14.6 KM 1503511.1 |
 OB0403| OB0413 PEMAQUID LH                         APPROX. 8.6 KM 2375658.1 |
 OB0403| OB0414 DAVIS LUTHER HOUSE                  APPROX. 7.2 KM 2595224.4 |
 OB0403| OB0423 NEW HBR METH EPIS CH STEEPLE        APPROX. 6.8 KM 2655248.9 |
 OB0403| OB0394 BAR ISLAND CHIMNEY ON HOUSE         APPROX. 3.7 KM 3281357.1 |
 OB0403| OB0395 HOUSE WITH RED CHIMNEY              APPROX. 4.6 KM 3382505.2 |
 OB0403| OB0401 MUSCONGUS ISLAND WHITE CHIMNEY      APPROX. 4.9 KM 3505416.2 |
 OB0403| CE8204 GULL RM 2                             5.535 METERS 35726     |
 OB0403|---------------------------------------------------------------------|
 OB0403
 OB0403                          SUPERSEDED SURVEY CONTROL
 OB0403
 OB0403  NAD 83(1992)-  43 52 40.32264(N)    069 24 57.15196(W) AD(       ) 3
 OB0403  NAD 83(1986)-  43 52 40.32765(N)    069 24 57.15837(W) AD(       ) 3
 OB0403  NAD 27      -  43 52 40.02800(N)    069 24 58.98200(W) AD(       ) 3
 OB0403
 OB0403.Superseded values are not recommended for survey control.
 OB0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0403.See file dsdata.txt to determine how the superseded data were derived.
 OB0403
 OB0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ6658958392(NAD 83)
 OB0403
 OB0403  HISTORY     - Date     Condition        Report By
 OB0403  HISTORY     - 1859     MONUMENTED       CGS
 OB0403  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0403  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OB0403
 OB0403                          STATION DESCRIPTION
 OB0403
 OB0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1859 (FPW)
 OB0403'THE STATION IS ON THE SE POINT OF THE SMALL ISLAND, KNOWN AS
 OB0403'WESTERN EGG ROCK, LYING IN MUSCONGUS BAY ABOUT 2-1/4 MILES W BY
 OB0403'S FROM FRANKLIN ISLAND LIGHT AND 3-1/2 MILES E BY S FROM NEW
 OB0403'HARBOR.  THE STATION IS MARKED BY A HOLE DRILLED IN THE ROCK.
 OB0403
 OB0403                          STATION RECOVERY (1934)
 OB0403
 OB0403'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0403'THIS STATION WAS RECOVERED AS DESCRIBED AND RE-MARKED WITH A
 OB0403'STANDARD DISK AND TWO REFERENCE MARKS.  THE STATION IS ON WESTERN
 OB0403'EGG ROCK, IN MUSCONGUS BAY ABOUT 2-1/4 MILES W BY S OF FRANKLIN
 OB0403'ISLAND LIGHT AND 3-1/2 MILES E BY S OF NEW HARBOR ON PEMAQUID
 OB0403'NECK.  IT IS ON A BARE FLAT-TOPPED LEDGE ON THE HIGHEST PART OF
 OB0403'THE EAST SIDE OF THE ISLAND, ABOUT 10 METERS FROM HIGH-WATER
 OB0403'LINE, 13 FEET FROM THE S EDGE OF THE FLAT-TOPPED LEDGE, AND 4
 OB0403'FEET FROM THE ELY EDGE.
 OB0403'
 OB0403'REFERENCE MARK NO. 1 IS NE OF THE STATION, ON A BARE KNOLL NEAR
 OB0403'HIGH-WATER LINE, AND REFERENCE MARK NO. 2 IS NW OF THE STATION
 OB0403'AND ON THE SAME LEDGE AS THE STATION.
 OB0403'
 OB0403'A FOUR-FOOT STAND WAS ERECTED OVER THE STATION AND THE ANCHOR
 OB0403'BOLTS HOLDING IT TO THE LEDGE WILL PROBABLY BE THERE AFTER THE
 OB0403'STAND IS GONE.
 OB0403
 OB0403                          STATION RECOVERY (1953)
 OB0403
 OB0403'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (PT)
 OB0403'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD
 OB0403'CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE MEASURED
 OB0403'WITH A STEEL TAPE AND FOUND TO BE CORRECT.  THE PUBLISHED
 OB0403'DESCRIPTION IS ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1855 ***********************************************************************
 QF1855  DESIGNATION -  GULL ROCK 1889
 QF1855  PID         -  QF1855
 QF1855  STATE/COUNTY-  ME/AROOSTOOK
 QF1855  USGS QUAD   -  ORIENT (1989)
 QF1855
 QF1855                         *CURRENT SURVEY CONTROL
 QF1855  ___________________________________________________________________
 QF1855* NAD 83(1996)-  45 49 29.60005(N)    067 45 45.49628(W)     ADJUSTED  
 QF1855* NAVD 88     -       132.     (meters)     433.     (feet)  SCALED    
 QF1855  ___________________________________________________________________
 QF1855  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 QF1855  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 QF1855
 QF1855  HORZ ORDER  -  SECOND
 QF1855
 QF1855.The horizontal coordinates were established by classical geodetic methods
 QF1855.and adjusted by the National Geodetic Survey in March 1998..
 QF1855
 QF1855.The orthometric height was scaled from a topographic map.
 QF1855
 QF1855.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1855
 QF1855.The geoid height was determined by GEOID03.
 QF1855
 QF1855;                    North         East     Units Scale Factor Converg.
 QF1855;SPC ME E     -   240,076.789   357,292.648   MT  0.99994034   +0 31 43.9
 QF1855;UTM  19      - 5,075,336.154   596,113.407   MT  0.99971357   +0 53 15.1
 QF1855
 QF1855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1855!SPC ME E     -   0.99998305  x   0.99994034  =   0.99992339
 QF1855!UTM  19      -   0.99998305  x   0.99971357  =   0.99969662
 QF1855
 QF1855                          SUPERSEDED SURVEY CONTROL
 QF1855
 QF1855  NAD 83(1992)-  45 49 29.59730(N)    067 45 45.49472(W) AD(       ) 2
 QF1855  NAD 83(1986)-  45 49 29.60227(N)    067 45 45.51440(W) AD(       ) 2
 QF1855  NAD 27      -  45 49 29.39000(N)    067 45 47.47000(W) AD(       ) 2
 QF1855
 QF1855.Superseded values are not recommended for survey control.
 QF1855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1855.See file dsdata.txt to determine how the superseded data were derived.
 QF1855
 QF1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9611375336(NAD 83)
 QF1855_MARKER: H = DRILL HOLE
 QF1855_SETTING: 80 = SET IN A BOULDER
 QF1855_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF1855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1855+STABILITY: SURFACE MOTION
 QF1855
 QF1855  HISTORY     - Date     Condition        Report By
 QF1855  HISTORY     - 1889     MONUMENTED       CGS
 QF1855
 QF1855                          STATION DESCRIPTION
 QF1855
 QF1855'DESCRIBED BY COAST AND GEODETIC SURVEY 1889 (JH)
 QF1855'IS IN A SMALL ROCK OR LEDGE IN THE WESTERN PART OF NORTH LAKE AND SO
 QF1855'NEAR THE BOUNDARY LINE THAT I DO NOT KNOW IN WHICH COUNTRY TO LOCATE
 QF1855'IT.  THE ROCK IS ONE HALF MILE EAST FROM THE THOROUGHFARE (STREAM
 QF1855'CONNECTING THE GRAND LAKE AND THE NORTH LAKE) AND THREE FOURTHS OF A
 QF1855'MILE SOUTH FROM THE MOUTH OF THE MONUMENT BROOK, WHICH IS THE
 QF1855'BOUNDARY FROM ITS MOUTH TO ITS SOURCE AT THE INITIAL MONUMENT.  THIS
 QF1855'ROCK IS 6 X 15 FEET AND ITS SURFACE IS 4 FEET ABOVE WATER AT LOW
 QF1855'WATER AND IS COVERED AT HIGH WATER.
 QF1855'
 QF1855'STATION IS MARKED BY A HOLE DRILLED NEAR THE MIDDLE OF THE ROCK AND
 QF1855'THE SIGNAL IS A SMALL STAFF 10 FEET HIGH WITH RED AND WHITE FLAGS.
 QF1855'
 QF1855'THIS IS A NO CHECK POSITION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1856 ***********************************************************************
 QF1856  DESIGNATION -  GULL ROCK 2 IBC 1911
 QF1856  PID         -  QF1856
 QF1856  STATE/COUNTY-  ME/AROOSTOOK
 QF1856  USGS QUAD   -  ORIENT (1989)
 QF1856
 QF1856                         *CURRENT SURVEY CONTROL
 QF1856  ___________________________________________________________________
 QF1856* NAD 83(1996)-  45 49 29.50654(N)    067 45 45.44705(W)     ADJUSTED  
 QF1856* NAVD 88     -       132.     (meters)     433.     (feet)  SCALED    
 QF1856  ___________________________________________________________________
 QF1856  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 QF1856  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 QF1856
 QF1856  HORZ ORDER  -  THIRD
 QF1856
 QF1856.The horizontal coordinates were established by classical geodetic methods
 QF1856.and adjusted by the National Geodetic Survey in March 1998..
 QF1856
 QF1856.The orthometric height was scaled from a topographic map.
 QF1856
 QF1856.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1856
 QF1856.The geoid height was determined by GEOID03.
 QF1856
 QF1856;                    North         East     Units Scale Factor Converg.
 QF1856;SPC ME E     -   240,073.912   357,293.737   MT  0.99994034   +0 31 43.9
 QF1856;UTM  19      - 5,075,333.284   596,114.513   MT  0.99971357   +0 53 15.1
 QF1856
 QF1856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1856!SPC ME E     -   0.99998305  x   0.99994034  =   0.99992339
 QF1856!UTM  19      -   0.99998305  x   0.99971357  =   0.99969662
 QF1856
 QF1856:                Primary Azimuth Mark                     Grid Az
 QF1856:SPC ME E     -  REFERENCE MON 20=ENTRANCE                010 33 04.1
 QF1856:UTM  19      -  REFERENCE MON 20=ENTRANCE                010 11 32.9
 QF1856
 QF1856|---------------------------------------------------------------------|
 QF1856| PID    Reference Object                     Distance      Geod. Az  |
 QF1856|                                                           dddmmss.s |
 QF1856| QF1859 REFERENCE MON 20=ENTRANCE           APPROX. 0.6 KM 0110448.0 |
 QF1856| QF1547 NORTH                               APPROX. 1.4 KM 0661342.7 |
 QF1856| QF1943 BOULDERS IBC                        467.651 METERS 1635610.2 |
 QF1856| QF1860 WET IBC                             APPROX. 0.6 KM 1813546.9 |
 QF1856| QF1862 WATSON IBC                          APPROX. 0.5 KM 1880854.9 |
 QF1856| QF1861 REFERENCE MON 23=MONIMI             461.341 METERS 1892646.8 |
 QF1856| QF1868 REFERENCE MON 21=MARYA              343.028 METERS 32412     |
 QF1856|---------------------------------------------------------------------|
 QF1856
 QF1856                          SUPERSEDED SURVEY CONTROL
 QF1856
 QF1856  NAD 83(1992)-  45 49 29.50377(N)    067 45 45.44555(W) AD(       ) 3
 QF1856  NAD 83(1986)-  45 49 29.50946(N)    067 45 45.46562(W) AD(       ) 3
 QF1856  NAD 27      -  45 49 29.30100(N)    067 45 47.42400(W) AD(       ) 3
 QF1856
 QF1856.Superseded values are not recommended for survey control.
 QF1856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1856.See file dsdata.txt to determine how the superseded data were derived.
 QF1856
 QF1856_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9611575333(NAD 83)
 QF1856_MARKER: DD = SURVEY DISK
 QF1856_SETTING: 80 = SET IN A BOULDER
 QF1856_SP_SET: SET IN A DRILL HOLE IN A BOULDER
 QF1856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1856+STABILITY: SURFACE MOTION
 QF1856
 QF1856  HISTORY     - Date     Condition        Report By
 QF1856  HISTORY     - 1911     MONUMENTED       IBC
 QF1856  HISTORY     - 1946     SEE DESCRIPTION  CGS
 QF1856  HISTORY     - 1955     GOOD             IBC
 QF1856  HISTORY     - 1972     SEE DESCRIPTION  IBC
 QF1856
 QF1856                          STATION DESCRIPTION
 QF1856
 QF1856'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JEM)
 QF1856'ON THE ROCK OF THAT NAME IN NORTH LAKE.  THE ROCK IS ABOUT 190 METERS
 QF1856'OFFSHORE, ABOUT HALFWAY BETWEEN THE MOUTH OF MONUMENT BROOK AND THE
 QF1856'THOROUGHFARE, THE OUTLET OF THE LAKE.  THE SURFACE OF THE ROCK
 QF1856'MEASURES APPROXIMATELY 6 BY 12 METERS AND IT RISES 1.5 METERS ABOVE
 QF1856'LOW - WATER MARK.  ROCK IS 1 FOOT ABOVE HIGH WATER AND HAS THREE
 QF1856'RINGBOLTS TO FASTEN SIGNAL IN PLACE.
 QF1856'
 QF1856'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE, SURROUNDED BY A
 QF1856'TRIANGLE CUT IN THE SUMMIT OF THE ROCK.
 QF1856
 QF1856                          STATION RECOVERY (1946)
 QF1856
 QF1856'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (NWS)
 QF1856'STATION IS ON THE ROCK OF THAT NAME IN NORTH LAKE.  THE ROCK IS
 QF1856'ABOUT 190 METERS OFFSHORE, ABOUT HALFWAY BETWEEN THE MOUTH OF
 QF1856'MONUMENT BROOK AND THE THOROUGHFARE, THE OUTLET OF THE LAKE.  THE
 QF1856'SURFACE OF THE ROCK MEASURES APPROXIMATELY 6 BY 12 METERS AND IT
 QF1856'RISES 1.5 METERS ABOVE LOW-WATER MARK.  ROCK IS 1 FOOT ABOVE
 QF1856'HIGH WATER AND HAS THREE RINGBOLTS TO FASTEN SIGNAL IN PLACE.
 QF1856'
 QF1856'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE, SURROUNDED
 QF1856'BY A TRIANGLE CUT IN THE SUMMIT OF THE ROCK.
 QF1856
 QF1856                          STATION RECOVERY (1955)
 QF1856
 QF1856'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1856'STATION RECOVERED IN GOOD CONDITION.
 QF1856
 QF1856                          STATION RECOVERY (1972)
 QF1856
 QF1856'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1856'THIS STATION WAS RECOVERED AS DESCRIBED BY NWS IN 1955 EXCEPT THAT
 QF1856'ONLY THE SHANK OF THE BRONZE DISC REMAINED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2573 ***********************************************************************
 PE2573  DESIGNATION -  GUNN
 PE2573  PID         -  PE2573
 PE2573  STATE/COUNTY-  ME/HANCOCK
 PE2573  USGS QUAD   -  STINSON NECK (1983)
 PE2573
 PE2573                         *CURRENT SURVEY CONTROL
 PE2573  ___________________________________________________________________
 PE2573* NAD 83(1996)-  44 08 06.10979(N)    068 35 38.76281(W)     ADJUSTED  
 PE2573* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 PE2573  ___________________________________________________________________
 PE2573  LAPLACE CORR-           3.62  (seconds)                    DEFLEC99
 PE2573  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 PE2573
 PE2573  HORZ ORDER  -  THIRD
 PE2573
 PE2573.The horizontal coordinates were established by classical geodetic methods
 PE2573.and adjusted by the National Geodetic Survey in March 1998..
 PE2573
 PE2573.The orthometric height was scaled from a topographic map.
 PE2573
 PE2573.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2573
 PE2573.The geoid height was determined by GEOID03.
 PE2573
 PE2573;                    North         East     Units Scale Factor Converg.
 PE2573;SPC ME E     -    52,039.150   292,470.426   MT  0.99990070   -0 03 55.9
 PE2573;UTM  19      - 4,886,950.646   532,468.722   MT  0.99961297   +0 16 57.5
 PE2573
 PE2573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2573!SPC ME E     -   1.00000370  x   0.99990070  =   0.99990440
 PE2573!UTM  19      -   1.00000370  x   0.99961297  =   0.99961666
 PE2573
 PE2573                          SUPERSEDED SURVEY CONTROL
 PE2573
 PE2573  NAD 83(1992)-  44 08 06.11966(N)    068 35 38.74555(W) AD(       ) 3
 PE2573  NAD 83(1986)-  44 08 06.12056(N)    068 35 38.75593(W) AD(       ) 3
 PE2573
 PE2573.Superseded values are not recommended for survey control.
 PE2573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2573.See file dsdata.txt to determine how the superseded data were derived.
 PE2573
 PE2573_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ3246986951(NAD 83)
 PE2573_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PE2573_SETTING: 66 = SET IN ROCK OUTCROP
 PE2573_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 PE2573_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2573_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE2573+STABILITY: POSITION/ELEVATION WELL
 PE2573
 PE2573  HISTORY     - Date     Condition        Report By
 PE2573  HISTORY     - 1983     MONUMENTED       NOS
 PE2573
 PE2573                          STATION DESCRIPTION
 PE2573
 PE2573'DESCRIBED BY NATIONAL OCEAN SERVICE 1983 (CSM)
 PE2573'THE STATION IS LOCATED IN THE EAST END OF MERCHANTS
 PE2573'ROW, THE SOUTH END OF JERICHO BAY, AND SOUTHEAST OF SPRUCE
 PE2573'ISLAND ON GUNNING ROCK.
 PE2573'
 PE2573'THE STATION MUST BE REACHED BY BOAT.
 PE2573'
 PE2573'THE STATION IS A PLAIN BRONZE DISK 5 CM IN DIAMETER SET
 PE2573'FLUSH INTO A DRILL HOLE IN THE BARE ROCK ON THE SOUTHEAST
 PE2573'SIDE OF GUNNING ROCK AND STAMPED---GUN 1982---.
 PE2573'
 PE2573'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2614 ***********************************************************************
 OC2614  DESIGNATION -  GUPTILL
 OC2614  PID         -  OC2614
 OC2614  STATE/COUNTY-  ME/CUMBERLAND
 OC2614  USGS QUAD   -  STEEP FALLS (1983)
 OC2614
 OC2614                         *CURRENT SURVEY CONTROL
 OC2614  ___________________________________________________________________
 OC2614* NAD 83(1996)-  43 48 33.76086(N)    070 43 10.65449(W)     ADJUSTED  
 OC2614* NAVD 88     -       108.9    (meters)     357.     (feet)  VERTCON   
 OC2614  ___________________________________________________________________
 OC2614  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 OC2614  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 OC2614
 OC2614  HORZ ORDER  -  SECOND
 OC2614
 OC2614.The horizontal coordinates were established by classical geodetic methods
 OC2614.and adjusted by the National Geodetic Survey in March 1998..
 OC2614
 OC2614.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2614
 OC2614.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2614
 OC2614.The geoid height was determined by GEOID03.
 OC2614
 OC2614;                    North         East     Units Scale Factor Converg.
 OC2614;SPC ME W     -   108,582.600   855,508.921   MT  0.99999100   -0 22 58.1
 OC2614;UTM  19      - 4,852,138.293   361,688.954   MT  0.99983529   -1 11 26.2
 OC2614
 OC2614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2614!SPC ME W     -   0.99998715  x   0.99999100  =   0.99997815
 OC2614!UTM  19      -   0.99998715  x   0.99983529  =   0.99982244
 OC2614
 OC2614|---------------------------------------------------------------------|
 OC2614| PID    Reference Object                     Distance      Geod. Az  |
 OC2614|                                                           dddmmss.s |
 OC2614| OC2613 GUPTILL RM 2                         13.159 METERS 06013     |
 OC2614| OC2612 GUPTILL AZ MK                       APPROX. 0.6 KM 0830146.1 |
 OC2614| CE8205 GUPTILL RM 1                          8.300 METERS 34157     |
 OC2614|---------------------------------------------------------------------|
 OC2614
 OC2614                          SUPERSEDED SURVEY CONTROL
 OC2614
 OC2614  NAD 83(1992)-  43 48 33.75991(N)    070 43 10.65606(W) AD(       ) 2
 OC2614  NAD 83(1986)-  43 48 33.76719(N)    070 43 10.66094(W) AD(       ) 2
 OC2614  NAD 27      -  43 48 33.49127(N)    070 43 12.44460(W) AD(       ) 2
 OC2614  NGVD 29 (07/19/86)  109.1    (m)          358.     (f) VERT ANG       
 OC2614
 OC2614.Superseded values are not recommended for survey control.
 OC2614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2614.See file dsdata.txt to determine how the superseded data were derived.
 OC2614
 OC2614_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ6168952138(NAD 83)
 OC2614_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OC2614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC2614_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC2614
 OC2614  HISTORY     - Date     Condition        Report By
 OC2614  HISTORY     - 1976     MONUMENTED       NGS
 OC2614  HISTORY     - 20040501 MARK NOT FOUND   GEOCAC
 OC2614  HISTORY     - 20050917 MARK NOT FOUND   GEOCAC
 OC2614
 OC2614                          STATION DESCRIPTION
 OC2614
 OC2614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2614'THE STATION IS LOCATED ABOUT 5.2 MILES SOUTHWEST OF EAST
 OC2614'SEBAGO, 3.5 MILES SOUTHEAST OF WEST BALDWIN, 4.3 MILES EAST
 OC2614'OF CORNISH AND 1 MILE NORTH OF THE SACO RIVER ON PROPERTY
 OC2614'OWNED BY DOROTHY GUPTILL.
 OC2614'
 OC2614'TO REACH THE STATION FROM THE POST OFFICE IN EAST BALDWIN, WEST
 OC2614'OF THE JUNCTION OF STATE ROUTES 11 AND 113, GO WESTERLY ON
 OC2614'ROUTE 113 FOR 1.8 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 OC2614'HERE CONTINUE WESTERLY ON ROUTE 113 FOR 0.35 MILE TO THE
 OC2614'STATION ON THE RIGHT.
 OC2614'
 OC2614'THE STATION MARKS, STAMPED---GUPTILL 1976---, ARE STANDARD
 OC2614'DISKS.  THE SURFACE MARK IS
 OC2614'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST WHICH
 OC2614'PROJECTS ABOUT 1 INCH ABOVE THE GROUND SURFACE. IT IS 19.0
 OC2614'FEET EAST OF A GRAVEL DRIVE, 25.0 FEET NORTH OF THE CENTERLINE
 OC2614'OF ROUTE 113 AND 9.5 FEET SOUTHWEST OF A POLE NUMBERED 217/315.
 OC2614'THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE
 OC2614'ABOUT 48 INCHES BELOW THE GROUND SURFACE.
 OC2614'
 OC2614'REFERENCE MARK 1, STAMPED---GUPTILL NO 1 1976---, IS A STANDARD
 OC2614'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST
 OC2614'WHICH IS FLUSH WITH THE GROUND SURFACE. IT IS 14.0 FEET EAST OF
 OC2614'A GRAVEL DRIVE, 52.0 FEET NORTH OF THE CENTERLINE OF ROUTE
 OC2614'113 AND 23.0 FEET NORTHWEST OF A POLE NUMBERED 217/315.
 OC2614'
 OC2614'REFERENCE MARK 2, STAMPED---GUPTILL NO 2 1976---, IS A STANDARD
 OC2614'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH
 OC2614'WITH THE GROUND SURFACE. IT IS 59.0 FEET EAST OF A GRAVEL
 OC2614'DRIVE, 36.0 FEET NORTH OF THE CENTERLINE OF ROUTE 113 AND
 OC2614'33.5 FEET EAST OF A POLE NUMBERED 217/315.
 OC2614'
 OC2614'THE AZIMUTH MARK, STAMPED---GUPTILL AZ 1976---, IS A STANDARD
 OC2614'REFERENCE MARK DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OC2614'CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES. IT IS 5.6 FEET
 OC2614'SOUTHWEST OF A POLE NUMBERED 205, 3.5 FEET SOUTH OF A METAL
 OC2614'WITNESS POST, 70 FEET NORTH-NORTHEAST OF THE CENTERLINE
 OC2614'OF ROUTE 113, 68 FEET EAST OF THE CENTERLINE OF A TRACK
 OC2614'ROAD AND 13 PACES SOUTH OF A BLUE BLAZED PROPERTY LINE.
 OC2614'
 OC2614'THE HEIGHT OF THE LIGHT ABOVE THE STATION MARK WAS 1.3 METERS.
 OC2614'
 OC2614'DESCRIBED BY PHILIP H. PARENT JR.
 OC2614
 OC2614                          STATION RECOVERY (2004)
 OC2614
 OC2614'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 OC2614'GUPTILL DISC WAS NOT RECOVERED. WIDENING OF ROAD AND DITCH DREGGING
 OC2614'MAY HAVE CAUSED IT TO BE LOST.
 OC2614' 
 OC2614'GUPTILL NO.1 WAS RECOVERED IN GOOD CONDITION AT DESCRIBED LOCATION.
 OC2614' 
 OC2614'GUPTILL NO.2 WAS RECOVERED IN GOOD CONDITION AT DESCRIBED LOCATION.
 OC2614' 
 OC2614'GUPTILL AZ MK WAS NOT ATTEMPTED.
 OC2614' 
 OC2614
 OC2614                          STATION RECOVERY (2005)
 OC2614
 OC2614'RECOVERY NOTE BY GEOCACHING 2005 (JKS)
 OC2614'THE MAIN STATION WAS NOT FOUND. IT MAY BE BURIED UNDER A NEW ROADSIDE
 OC2614'SHOULDER. RM 1 AND RM 2 WERE RECOVERED AT THEIR DESCRIBED LOCATIONS IN
 OC2614'GOOD CONDITION.
 OC2614'SUBMITTED BY J.K. SNYDER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2612 ***********************************************************************
 OC2612  DESIGNATION -  GUPTILL AZ MK
 OC2612  PID         -  OC2612
 OC2612  STATE/COUNTY-  ME/CUMBERLAND
 OC2612  USGS QUAD   -  STEEP FALLS (1983)
 OC2612
 OC2612                         *CURRENT SURVEY CONTROL
 OC2612  ___________________________________________________________________
 OC2612* NAD 83(1996)-  43 48 36.07272(N)    070 42 44.53392(W)     ADJUSTED  
 OC2612* NAVD 88     -       100.6    (meters)     330.     (feet)  VERTCON   
 OC2612  ___________________________________________________________________
 OC2612  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 OC2612  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 OC2612
 OC2612  HORZ ORDER  -  SECOND
 OC2612
 OC2612.The horizontal coordinates were established by classical geodetic methods
 OC2612.and adjusted by the National Geodetic Survey in March 1998..
 OC2612
 OC2612.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2612.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2612
 OC2612.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2612
 OC2612.The geoid height was determined by GEOID03.
 OC2612
 OC2612;                    North         East     Units Scale Factor Converg.
 OC2612;SPC ME W     -   108,650.075   856,093.187   MT  0.99999037   -0 22 40.0
 OC2612;UTM  19      - 4,852,197.514   362,274.021   MT  0.99983331   -1 11 08.2
 OC2612
 OC2612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2612!SPC ME W     -   0.99998845  x   0.99999037  =   0.99997882
 OC2612!UTM  19      -   0.99998845  x   0.99983331  =   0.99982176
 OC2612
 OC2612:                Primary Azimuth Mark                     Grid Az
 OC2612:SPC ME W     -  GUPTILL                                  263 24 44.2
 OC2612:UTM  19      -  GUPTILL                                  264 13 12.4
 OC2612
 OC2612|---------------------------------------------------------------------|
 OC2612| PID    Reference Object                     Distance      Geod. Az  |
 OC2612|                                                           dddmmss.s |
 OC2612| OC2614 GUPTILL                             APPROX. 0.6 KM 2630204.2 |
 OC2612|---------------------------------------------------------------------|
 OC2612
 OC2612                          SUPERSEDED SURVEY CONTROL
 OC2612
 OC2612  NAD 83(1992)-  43 48 36.07177(N)    070 42 44.53548(W) AD(       ) 2
 OC2612  NAD 83(1986)-  43 48 36.07902(N)    070 42 44.54036(W) AD(       ) 2
 OC2612  NAD 27      -  43 48 35.80292(N)    070 42 46.32494(W) AD(       ) 2
 OC2612  NGVD 29 (07/19/86)  100.8    (m)          331.     (f) VERT ANG       
 OC2612
 OC2612.Superseded values are not recommended for survey control.
 OC2612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2612.See file dsdata.txt to determine how the superseded data were derived.
 OC2612
 OC2612_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ6227452198(NAD 83)
 OC2612_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OC2612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC2612_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC2612_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OC2612+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2005
 OC2612
 OC2612  HISTORY     - Date     Condition        Report By
 OC2612  HISTORY     - 1976     MONUMENTED       NGS
 OC2612  HISTORY     - 20050918 GOOD             GEOCAC
 OC2612
 OC2612                          STATION DESCRIPTION
 OC2612
 OC2612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2612'THIS STATION WAS ESTABLISHED BY AN EDM MEASUREMENT FROM
 OC2612'TRAVERSE STATION GUPTILL. SEE DESCRIPTION THEREOF.
 OC2612'
 OC2612'DESCRIBED BY JERRY E. ELLINGWOOD.
 OC2612'
 OC2612'THE HEIGHT OF LIGHT ABOVE THE STATION WAS 1.0 METER.
 OC2612
 OC2612                          STATION RECOVERY (2005)
 OC2612
 OC2612'RECOVERY NOTE BY GEOCACHING 2005 (JKS)
 OC2612'MARK RECOVERED IN GOOD CONDITION. DESCRIPTION PER OC2614 IS ADEQUATE
 OC2612'EXCEPT THAT THE TELEPHONE POLE LINE HAS BEEN MOVED AND THE REFERENCED
 OC2612'POLE HAS BEEN CUT DOWN AND IS LYING ON THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0855 ***********************************************************************
 QG0855  DESIGNATION -  H 1
 QG0855  PID         -  QG0855
 QG0855  STATE/COUNTY-  ME/SOMERSET
 QG0855  USGS QUAD   -  INDIAN POND NORTH (1988)
 QG0855
 QG0855                         *CURRENT SURVEY CONTROL
 QG0855  ___________________________________________________________________
 QG0855* NAD 83(1986)-  45 36 17.     (N)    069 45 37.     (W)     SCALED    
 QG0855* NAVD 88     -       309.506  (meters)    1015.44   (feet)  ADJUSTED  
 QG0855  ___________________________________________________________________
 QG0855  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 QG0855  DYNAMIC HT  -         309.498 (meters)    1015.41  (feet)  COMP
 QG0855  MODELED GRAV-     980,581.1   (mgal)                       NAVD 88
 QG0855
 QG0855  VERT ORDER  -  FIRST     CLASS II
 QG0855
 QG0855.The horizontal coordinates were scaled from a topographic map and have
 QG0855.an estimated accuracy of +/- 6 seconds.
 QG0855
 QG0855.The orthometric height was determined by differential leveling
 QG0855.and adjusted by the National Geodetic Survey in June 1991..
 QG0855
 QG0855.The geoid height was determined by GEOID03.
 QG0855
 QG0855.The dynamic height is computed by dividing the NAVD 88
 QG0855.geopotential number by the normal gravity value computed on the
 QG0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0855.degrees latitude (g = 980.6199 gals.).
 QG0855
 QG0855.The modeled gravity was interpolated from observed gravity values.
 QG0855
 QG0855;                    North         East    Units  Estimated Accuracy
 QG0855;SPC ME W     -   308,020.      931,700.      MT  (+/- 180 meters Scaled)
 QG0855
 QG0855                          SUPERSEDED SURVEY CONTROL
 QG0855
 QG0855  NGVD 29 (??/??/92)  309.673  (m)         1015.99   (f) ADJ UNCH    1 2
 QG0855
 QG0855.Superseded values are not recommended for survey control.
 QG0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0855.See file dsdata.txt to determine how the superseded data were derived.
 QG0855
 QG0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL407504(NAD 83)
 QG0855_MARKER: Q = CHISELED SQUARE
 QG0855_SETTING: 80 = SET IN A BOULDER
 QG0855_SP_SET: BOULDER
 QG0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0855+STABILITY: SURFACE MOTION
 QG0855
 QG0855  HISTORY     - Date     Condition        Report By
 QG0855  HISTORY     - UNK      MONUMENTED       CGS
 QG0855  HISTORY     - 1916     GOOD             NGS
 QG0855
 QG0855                          STATION DESCRIPTION
 QG0855
 QG0855'DESCRIBED BY NATIONAL GEODETIC SURVEY 1916
 QG0855'1.7 MI E FROM SOMERSET JUNCTION.
 QG0855'1.7 MILES EAST ALONG THE CANADIAN PACIFIC RAILWAY FROM SOMERSET
 QG0855'JUNCTION, SOMERSET COUNTY, 3 POLES EAST OF MILEPOST 47, 10 YARDS
 QG0855'SOUTH OF THE TRACK, AND ON THE TOP OF A LARGE GRANITE BOULDER.
 QG0855'A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0057 ***********************************************************************
 SF0057  DESIGNATION -  H 10
 SF0057  PID         -  SF0057
 SF0057  STATE/COUNTY-  ME/AROOSTOOK
 SF0057  USGS QUAD   -  EAGLE LAKE (1985)
 SF0057
 SF0057                         *CURRENT SURVEY CONTROL
 SF0057  ___________________________________________________________________
 SF0057* NAD 83(1986)-  47 02 23.     (N)    068 35 18.     (W)     SCALED    
 SF0057* NAVD 88     -       183.822  (meters)     603.09   (feet)  POSTED    
 SF0057  ___________________________________________________________________
 SF0057  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 SF0057  DYNAMIC HT  -         183.850 (meters)     603.18  (feet)  COMP
 SF0057  MODELED GRAV-     980,742.2   (mgal)                       NAVD 88
 SF0057
 SF0057  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 SF0057
 SF0057.The horizontal coordinates were scaled from a topographic map and have
 SF0057.an estimated accuracy of +/- 6 seconds.
 SF0057
 SF0057.The orthometric height was determined by differential leveling
 SF0057.and adjusted by the National Geodetic Survey in 1992..
 SF0057.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 SF0057.rate of 1.1 thru 2.0 mm/km.
 SF0057
 SF0057.The geoid height was determined by GEOID03.
 SF0057
 SF0057.The dynamic height is computed by dividing the NAVD 88
 SF0057.geopotential number by the normal gravity value computed on the
 SF0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0057.degrees latitude (g = 980.6199 gals.).
 SF0057
 SF0057.The modeled gravity was interpolated from observed gravity values.
 SF0057
 SF0057;                    North         East    Units  Estimated Accuracy
 SF0057;SPC ME E     -   374,840.      293,290.      MT  (+/- 180 meters Scaled)
 SF0057
 SF0057                          SUPERSEDED SURVEY CONTROL
 SF0057
 SF0057  NGVD 29 (??/??/92)  183.970  (m)          603.57   (f) ADJ UNCH    1 2
 SF0057
 SF0057.Superseded values are not recommended for survey control.
 SF0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0057.See file dsdata.txt to determine how the superseded data were derived.
 SF0057
 SF0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN312096(NAD 83)
 SF0057_MARKER: DB = BENCH MARK DISK
 SF0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SF0057_STAMPING: 603.575 H 10 1927
 SF0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF0057+STABILITY: SURFACE MOTION
 SF0057
 SF0057  HISTORY     - Date     Condition        Report By
 SF0057  HISTORY     - 1927     MONUMENTED       CGS
 SF0057  HISTORY     - 1934     GOOD             NGS
 SF0057  HISTORY     - 1978     MARK NOT FOUND   NGS
 SF0057  HISTORY     - 1984     MARK NOT FOUND   LOCSUR
 SF0057
 SF0057                          STATION DESCRIPTION
 SF0057
 SF0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 SF0057'AT EAGLE LAKE.
 SF0057'AT EAGLE LAKE, AROOSTOOK COUNTY, ON THE BANGOR AND AROOSTOOK
 SF0057'RAILROAD, 7-1/2 RAILS SOUTH OF THE SOUTH END OF THE STATION, 45.8
 SF0057'FEET WEST OF THE WEST RAIL, 1.4 FEET EAST OF THE WEST
 SF0057'RIGHT-OF-WAY FENCE, AND 4.1 FEET SOUTH OF THE END OF THE FENCE.
 SF0057'A STANDARD DISK, STAMPED 603.575 H 10 1927 AND SET IN THE TOP OF
 SF0057'A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 SF0057
 SF0057                          STATION RECOVERY (1934)
 SF0057
 SF0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 SF0057'RECOVERED IN GOOD CONDITION.
 SF0057
 SF0057                          STATION RECOVERY (1978)
 SF0057
 SF0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 SF0057'MARK NOT FOUND.
 SF0057
 SF0057                          STATION RECOVERY (1984)
 SF0057
 SF0057'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 SF0057'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0879 ***********************************************************************
 QG0879  DESIGNATION -  H 100
 QG0879  PID         -  QG0879
 QG0879  STATE/COUNTY-  ME/SOMERSET
 QG0879  USGS QUAD   -  BRASSUA LAKE EAST (1988)
 QG0879
 QG0879                         *CURRENT SURVEY CONTROL
 QG0879  ___________________________________________________________________
 QG0879* NAD 83(1986)-  45 42 08.     (N)    069 49 26.     (W)     SCALED    
 QG0879* NAVD 88     -       379.945  (meters)    1246.54   (feet)  ADJUSTED  
 QG0879  ___________________________________________________________________
 QG0879  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 QG0879  DYNAMIC HT  -         379.937 (meters)    1246.51  (feet)  COMP
 QG0879  MODELED GRAV-     980,582.5   (mgal)                       NAVD 88
 QG0879
 QG0879  VERT ORDER  -  SECOND    CLASS 0
 QG0879
 QG0879.The horizontal coordinates were scaled from a topographic map and have
 QG0879.an estimated accuracy of +/- 6 seconds.
 QG0879
 QG0879.The orthometric height was determined by differential leveling
 QG0879.and adjusted by the National Geodetic Survey in June 1991..
 QG0879
 QG0879.The geoid height was determined by GEOID03.
 QG0879
 QG0879.The dynamic height is computed by dividing the NAVD 88
 QG0879.geopotential number by the normal gravity value computed on the
 QG0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0879.degrees latitude (g = 980.6199 gals.).
 QG0879
 QG0879.The modeled gravity was interpolated from observed gravity values.
 QG0879
 QG0879;                    North         East    Units  Estimated Accuracy
 QG0879;SPC ME W     -   318,830.      926,690.      MT  (+/- 180 meters Scaled)
 QG0879
 QG0879                          SUPERSEDED SURVEY CONTROL
 QG0879
 QG0879  NGVD 29 (??/??/92)  380.111  (m)         1247.08   (f) ADJ UNCH    2 0
 QG0879
 QG0879.Superseded values are not recommended for survey control.
 QG0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0879.See file dsdata.txt to determine how the superseded data were derived.
 QG0879
 QG0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL358612(NAD 83)
 QG0879_MARKER: DB = BENCH MARK DISK
 QG0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0879_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0879_STAMPING: H 100 1953
 QG0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0879+STABILITY: SURFACE MOTION
 QG0879
 QG0879  HISTORY     - Date     Condition        Report By
 QG0879  HISTORY     - 1953     MONUMENTED       CGS
 QG0879
 QG0879                          STATION DESCRIPTION
 QG0879
 QG0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0879'3 MI NW FROM ROCKWOOD.
 QG0879'3.05 MILES NORTHWEST ALONG A PRIVATE GRAVEL ROAD FROM BRIDGE OVER
 QG0879'MOOSE RIVER AT ROCKWOOD, AT THE JUNCTION OF A LOGGING ROAD LEADING
 QG0879'SOUTH, 30 FEET SOUTH-SOUTHWEST OF CENTER LINE OF GRAVEL ROAD,
 QG0879'28 FEET EAST OF CENTER LINE OF LOGGING ROAD LEADING SOUTH, 14
 QG0879'FEET EAST-NORTHEAST OF A TRIANGULAR BLAZED 10-INCH MAPLE TREE,
 QG0879'ABOUT 1 FOOT BELOW LEVEL OF ROAD AND SET IN THE TOP OF A
 QG0879'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0164 ***********************************************************************
 RF0164  DESIGNATION -  H 101
 RF0164  PID         -  RF0164
 RF0164  STATE/COUNTY-  ME/AROOSTOOK
 RF0164  USGS QUAD   -  LITTLE MACHIAS LAKE (1986)
 RF0164
 RF0164                         *CURRENT SURVEY CONTROL
 RF0164  ___________________________________________________________________
 RF0164* NAD 83(1986)-  46 38 24.     (N)    068 33 48.     (W)     SCALED    
 RF0164* NAVD 88     -       215.488  (meters)     706.98   (feet)  ADJUSTED  
 RF0164  ___________________________________________________________________
 RF0164  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 RF0164  DYNAMIC HT  -         215.508 (meters)     707.05  (feet)  COMP
 RF0164  MODELED GRAV-     980,704.4   (mgal)                       NAVD 88
 RF0164
 RF0164  VERT ORDER  -  FIRST     CLASS II
 RF0164
 RF0164.The horizontal coordinates were scaled from a topographic map and have
 RF0164.an estimated accuracy of +/- 6 seconds.
 RF0164
 RF0164.The orthometric height was determined by differential leveling
 RF0164.and adjusted by the National Geodetic Survey in June 1991..
 RF0164.WARNING-Repeat measurements at this control monument indicate possible
 RF0164.vertical movement.
 RF0164
 RF0164.The geoid height was determined by GEOID03.
 RF0164
 RF0164.The dynamic height is computed by dividing the NAVD 88
 RF0164.geopotential number by the normal gravity value computed on the
 RF0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0164.degrees latitude (g = 980.6199 gals.).
 RF0164
 RF0164.The modeled gravity was interpolated from observed gravity values.
 RF0164
 RF0164;                    North         East    Units  Estimated Accuracy
 RF0164;SPC ME E     -   330,410.      295,150.      MT  (+/- 180 meters Scaled)
 RF0164
 RF0164                          SUPERSEDED SURVEY CONTROL
 RF0164
 RF0164  NGVD 29 (??/??/92)  215.680  (m)          707.61   (f) ADJ UNCH    1 2
 RF0164
 RF0164.Superseded values are not recommended for survey control.
 RF0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0164.See file dsdata.txt to determine how the superseded data were derived.
 RF0164
 RF0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM334652(NAD 83)
 RF0164_MARKER: DB = BENCH MARK DISK
 RF0164_SETTING: 80 = SET IN A BOULDER
 RF0164_SP_SET: BOULDER
 RF0164_STAMPING: H 101 1953
 RF0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0164+STABILITY: SURFACE MOTION
 RF0164
 RF0164  HISTORY     - Date     Condition        Report By
 RF0164  HISTORY     - 1953     MONUMENTED       CGS
 RF0164  HISTORY     - 1978     GOOD             NGS
 RF0164
 RF0164                          STATION DESCRIPTION
 RF0164
 RF0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0164'7.6 MI W FROM ASHLAND.
 RF0164'0.3 MILE WEST ALONG STATE HIGHWAY 11 FROM THE BANGOR AND
 RF0164'AROOSTOOK RAILROAD STATION AT ASHLAND, THENCE ABOUT 0.6 MILE
 RF0164'SOUTHWEST ALONG A BLACK TOP ROAD, THENCE ABOUT 6.75 MILES WEST
 RF0164'ALONG A PRIVATE GRAVEL ROAD, ABOUT 0.5 MILE EAST OF A WOODEN
 RF0164'BRIDGE OVER TENMILE BROOK, ABOUT 50 YARDS WEST OF A WOODEN
 RF0164'BRIDGE OVER NINEMILE BROOK, 83 FEET SOUTH OF CENTER LINE OF
 RF0164'ROAD, IN A SMALL OVERGROWN CLEARING, 11 1/2 FEET WEST OF CENTER
 RF0164'LINE OF A TRAIL LEADING SOUTH, 83 FEET SOUTH OF CENTER LINE OF
 RF0164'ROAD, IN THE TOP OF THE HIGHEST POINT OF A 2-FOOT HIGH 5 BY
 RF0164'4-FOOT BOULDER AND ABOUT 3 FEET ABOVE LEVEL OF ROAD.
 RF0164
 RF0164                          STATION RECOVERY (1978)
 RF0164
 RF0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 RF0164'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0212 ***********************************************************************
 RF0212  DESIGNATION -  H 102
 RF0212  PID         -  RF0212
 RF0212  STATE/COUNTY-  ME/PISCATAQUIS
 RF0212  USGS QUAD   -  FIFTH MUSQUACOOK LAKE (1986)
 RF0212
 RF0212                         *CURRENT SURVEY CONTROL
 RF0212  ___________________________________________________________________
 RF0212* NAD 83(1986)-  46 31 20.     (N)    069 03 05.     (W)     SCALED    
 RF0212* NAVD 88     -       346.829  (meters)    1137.89   (feet)  ADJUSTED  
 RF0212  ___________________________________________________________________
 RF0212  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 RF0212  DYNAMIC HT  -         346.848 (meters)    1137.95  (feet)  COMP
 RF0212  MODELED GRAV-     980,658.4   (mgal)                       NAVD 88
 RF0212
 RF0212  VERT ORDER  -  SECOND    CLASS 0
 RF0212
 RF0212.The horizontal coordinates were scaled from a topographic map and have
 RF0212.an estimated accuracy of +/- 6 seconds.
 RF0212
 RF0212.The orthometric height was determined by differential leveling
 RF0212.and adjusted by the National Geodetic Survey in June 1991..
 RF0212
 RF0212.The geoid height was determined by GEOID03.
 RF0212
 RF0212.The dynamic height is computed by dividing the NAVD 88
 RF0212.geopotential number by the normal gravity value computed on the
 RF0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0212.degrees latitude (g = 980.6199 gals.).
 RF0212
 RF0212.The modeled gravity was interpolated from observed gravity values.
 RF0212
 RF0212;                    North         East    Units  Estimated Accuracy
 RF0212;SPC ME E     -   317,460.      257,700.      MT  (+/- 180 meters Scaled)
 RF0212
 RF0212                          SUPERSEDED SURVEY CONTROL
 RF0212
 RF0212  NGVD 29 (??/??/92)  347.018  (m)         1138.51   (f) ADJ UNCH    2 0
 RF0212
 RF0212.Superseded values are not recommended for survey control.
 RF0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0212.See file dsdata.txt to determine how the superseded data were derived.
 RF0212
 RF0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM960520(NAD 83)
 RF0212_MARKER: DB = BENCH MARK DISK
 RF0212_SETTING: 66 = SET IN ROCK OUTCROP
 RF0212_SP_SET: BEDROCK
 RF0212_STAMPING: H 102 1953
 RF0212_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0212+STABILITY: POSITION/ELEVATION WELL
 RF0212
 RF0212  HISTORY     - Date     Condition        Report By
 RF0212  HISTORY     - 1953     MONUMENTED       CGS
 RF0212
 RF0212                          STATION DESCRIPTION
 RF0212
 RF0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0212'41 MI W FROM ASHLAND.
 RF0212'ABOUT 0.3 MILE WEST ALONG STATE HIGHWAY 11 FROM THE BANGOR AND
 RF0212'AROOSTOOK RAILROAD STATION AT ASHLAND, THENCE ABOUT 0.6 MILE
 RF0212'SOUTHWEST ALONG A BLACK TOP ROAD, THENCE ABOUT 40.05 MILES WEST
 RF0212'AND SOUTHWEST ALONG A PRIVATE GRAVEL ROAD, ABOUT 0.8 MILE WEST
 RF0212'OF NORTHWEST EDGE OF A CLEARING AT A ROAD CONSTRUCTION CAMP, AT
 RF0212'THE INSIDE OF A CURVE IN ROAD TO AVOID LARGE BEDROCK, ABOUT
 RF0212'50 YARDS SOUTH OF SOUTH EDGE OF LOWER ELBOW POND, IN THE TOP AND
 RF0212'6 FEET WEST OF WEST EDGE OF 1 1/2-FOOT SHELF IN LARGE BEDROCK,
 RF0212'60 FEET SOUTH OF CENTER LINE OF ROAD AND ABOUT 15 FEET ABOVE LEVEL
 RF0212'OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0901 ***********************************************************************
 QG0901  DESIGNATION -  H 103
 QG0901  PID         -  QG0901
 QG0901  STATE/COUNTY-  ME/SOMERSET
 QG0901  USGS QUAD   -  SEBOOMOOK LAKE WEST (1989)
 QG0901
 QG0901                         *CURRENT SURVEY CONTROL
 QG0901  ___________________________________________________________________
 QG0901* NAD 83(1986)-  45 55 22.     (N)    069 59 34.     (W)     SCALED    
 QG0901* NAVD 88     -       331.849  (meters)    1088.74   (feet)  ADJUSTED  
 QG0901  ___________________________________________________________________
 QG0901  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 QG0901  DYNAMIC HT  -         331.841 (meters)    1088.71  (feet)  COMP
 QG0901  MODELED GRAV-     980,582.0   (mgal)                       NAVD 88
 QG0901
 QG0901  VERT ORDER  -  SECOND    CLASS 0
 QG0901
 QG0901.The horizontal coordinates were scaled from a topographic map and have
 QG0901.an estimated accuracy of +/- 6 seconds.
 QG0901
 QG0901.The orthometric height was determined by differential leveling
 QG0901.and adjusted by the National Geodetic Survey in June 1991..
 QG0901
 QG0901.The geoid height was determined by GEOID03.
 QG0901
 QG0901.The dynamic height is computed by dividing the NAVD 88
 QG0901.geopotential number by the normal gravity value computed on the
 QG0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0901.degrees latitude (g = 980.6199 gals.).
 QG0901
 QG0901.The modeled gravity was interpolated from observed gravity values.
 QG0901
 QG0901;                    North         East    Units  Estimated Accuracy
 QG0901;SPC ME W     -   343,300.      913,490.      MT  (+/- 180 meters Scaled)
 QG0901
 QG0901                          SUPERSEDED SURVEY CONTROL
 QG0901
 QG0901  NGVD 29 (??/??/92)  332.013  (m)         1089.28   (f) ADJ UNCH    2 0
 QG0901
 QG0901.Superseded values are not recommended for survey control.
 QG0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0901.See file dsdata.txt to determine how the superseded data were derived.
 QG0901
 QG0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL230859(NAD 83)
 QG0901_MARKER: DB = BENCH MARK DISK
 QG0901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0901_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0901_STAMPING: H 103 1953
 QG0901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0901+STABILITY: SURFACE MOTION
 QG0901
 QG0901  HISTORY     - Date     Condition        Report By
 QG0901  HISTORY     - 1953     MONUMENTED       CGS
 QG0901
 QG0901                          STATION DESCRIPTION
 QG0901
 QG0901'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0901'3 MI NW FROM PITTSTON FARM.
 QG0901'2.0 MILES NORTHWEST ALONG A PRIVATE GRAVEL ROAD FROM THE BRIDGE
 QG0901'OVER SOUTH FORK PENOBSCOT RIVER AT PITTSTON FARM, THENCE ABOUT
 QG0901'1.05 MILES NORTH ALONG A PRIVATE GRAVEL ROAD, ABOUT 0.8 MILE NORTH
 QG0901'OF A LONG BRIDGE OVER NORTH BRANCH PENOBSCOT RIVER, 30 FEET
 QG0901'EAST-NORTHEAST OF CENTER LINE OF ROAD, 66 FEET NORTH OF A
 QG0901'TRIANGULAR BLAZED 20-INCH BIRCH TREE, 10 FEET NORTH-NORTHWEST OF
 QG0901'A TRIANGULAR BLAZED TWIN 12-INCH SPRUCE TREE, 2 FEET SOUTH OF A
 QG0901'WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE LEVEL OF ROAD AND
 QG0901'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- THIS
 QG0901'MARK WAS ESTABLISHED BY THE USC AND GS AND OUR NEXT DESIGNATION
 QG0901'ASSIGNED TO MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0936 ***********************************************************************
 QG0936  DESIGNATION -  H 104
 QG0936  PID         -  QG0936
 QG0936  STATE/COUNTY-  ME/SOMERSET
 QG0936  USGS QUAD   -  SEBOOMOOK LAKE EAST (1989)
 QG0936
 QG0936                         *CURRENT SURVEY CONTROL
 QG0936  ___________________________________________________________________
 QG0936* NAD 83(1986)-  45 54 17.     (N)    069 51 55.     (W)     SCALED    
 QG0936* NAVD 88     -       368.502  (meters)    1208.99   (feet)  ADJUSTED  
 QG0936  ___________________________________________________________________
 QG0936  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 QG0936  DYNAMIC HT  -         368.496 (meters)    1208.97  (feet)  COMP
 QG0936  MODELED GRAV-     980,590.7   (mgal)                       NAVD 88
 QG0936
 QG0936  VERT ORDER  -  SECOND    CLASS 0
 QG0936
 QG0936.The horizontal coordinates were scaled from a topographic map and have
 QG0936.an estimated accuracy of +/- 6 seconds.
 QG0936
 QG0936.The orthometric height was determined by differential leveling
 QG0936.and adjusted by the National Geodetic Survey in June 1991..
 QG0936
 QG0936.The geoid height was determined by GEOID03.
 QG0936
 QG0936.The dynamic height is computed by dividing the NAVD 88
 QG0936.geopotential number by the normal gravity value computed on the
 QG0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0936.degrees latitude (g = 980.6199 gals.).
 QG0936
 QG0936.The modeled gravity was interpolated from observed gravity values.
 QG0936
 QG0936;                    North         East    Units  Estimated Accuracy
 QG0936;SPC ME W     -   341,320.      923,390.      MT  (+/- 180 meters Scaled)
 QG0936
 QG0936                          SUPERSEDED SURVEY CONTROL
 QG0936
 QG0936  NGVD 29 (??/??/92)  368.664  (m)         1209.53   (f) ADJ UNCH    2 0
 QG0936
 QG0936.Superseded values are not recommended for survey control.
 QG0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0936.See file dsdata.txt to determine how the superseded data were derived.
 QG0936
 QG0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL328838(NAD 83)
 QG0936_MARKER: DB = BENCH MARK DISK
 QG0936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0936_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0936_STAMPING: H 104 1953
 QG0936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0936+STABILITY: SURFACE MOTION
 QG0936
 QG0936  HISTORY     - Date     Condition        Report By
 QG0936  HISTORY     - 1953     MONUMENTED       CGS
 QG0936  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QG0936
 QG0936                          STATION DESCRIPTION
 QG0936
 QG0936'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0936'8 MI E FROM PITTSTON FARM.
 QG0936'3.4 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM BRIDGE OVER SOUTH
 QG0936'BRANCH OF PENOBSCOT RIVER AT PITTSTON FARM, THENCE ABOUT 4.65
 QG0936'MILES NORTHEAST AND EAST ALONG A GRAVEL ROAD LEADING TO
 QG0936'SEBOOMOOK DAM, 30 FEET SOUTH-SOUTHEAST OF CENTER LINE OF ROAD,
 QG0936'110 FEET NORTHEAST OF CENTER OF A DIM DRIVE SOUTHEAST, 29 1/2
 QG0936'FEET NORTHEAST OF A TRIANGULAR BLAZED 18-INCH BIRCH TREE,
 QG0936'14 1/2 FEET EAST-NORTHEAST OF THE SECOND TELEPHONE POLE SOUTHWEST
 QG0936'OF A DIRECTIONAL CHANGE IN LINE, ABOUT 1 FOOT ABOVE LEVEL
 QG0936'OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 QG0936'INCHES.
 QG0936
 QG0936                          STATION RECOVERY (1985)
 QG0936
 QG0936'RECOVERY NOTE BY US POWER SQUADRON 1985 (JHS)
 QG0936'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0946 ***********************************************************************
 QG0946  DESIGNATION -  H 105
 QG0946  PID         -  QG0946
 QG0946  STATE/COUNTY-  ME/SOMERSET
 QG0946  USGS QUAD   -  SEBOOMOOK LAKE EAST (1989)
 QG0946
 QG0946                         *CURRENT SURVEY CONTROL
 QG0946  ___________________________________________________________________
 QG0946* NAD 83(1986)-  45 57 42.     (N)    069 46 26.     (W)     SCALED    
 QG0946* NAVD 88     -       369.865  (meters)    1213.47   (feet)  ADJUSTED  
 QG0946  ___________________________________________________________________
 QG0946  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 QG0946  DYNAMIC HT  -         369.860 (meters)    1213.45  (feet)  COMP
 QG0946  MODELED GRAV-     980,590.0   (mgal)                       NAVD 88
 QG0946
 QG0946  VERT ORDER  -  SECOND    CLASS 0
 QG0946
 QG0946.The horizontal coordinates were scaled from a topographic map and have
 QG0946.an estimated accuracy of +/- 6 seconds.
 QG0946
 QG0946.The orthometric height was determined by differential leveling
 QG0946.and adjusted by the National Geodetic Survey in June 1991..
 QG0946
 QG0946.The geoid height was determined by GEOID03.
 QG0946
 QG0946.The dynamic height is computed by dividing the NAVD 88
 QG0946.geopotential number by the normal gravity value computed on the
 QG0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0946.degrees latitude (g = 980.6199 gals.).
 QG0946
 QG0946.The modeled gravity was interpolated from observed gravity values.
 QG0946
 QG0946;                    North         East    Units  Estimated Accuracy
 QG0946;SPC ME W     -   347,680.      930,450.      MT  (+/- 180 meters Scaled)
 QG0946
 QG0946                          SUPERSEDED SURVEY CONTROL
 QG0946
 QG0946  NGVD 29 (??/??/92)  370.025  (m)         1213.99   (f) ADJ UNCH    2 0
 QG0946
 QG0946.Superseded values are not recommended for survey control.
 QG0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0946.See file dsdata.txt to determine how the superseded data were derived.
 QG0946
 QG0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL400900(NAD 83)
 QG0946_MARKER: DB = BENCH MARK DISK
 QG0946_SETTING: 66 = SET IN ROCK OUTCROP
 QG0946_SP_SET: ROCK LEDGE
 QG0946_STAMPING: H 105 1953
 QG0946_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0946+STABILITY: POSITION/ELEVATION WELL
 QG0946
 QG0946  HISTORY     - Date     Condition        Report By
 QG0946  HISTORY     - 1953     MONUMENTED       CGS
 QG0946  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QG0946
 QG0946                          STATION DESCRIPTION
 QG0946
 QG0946'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0946'4.6 MI NW FROM SEBOOMOOK DAM.
 QG0946'4.55 MILES NORTHWEST ALONG A GRAVEL ROAD LEADING TO CAUCOMGOMOC
 QG0946'LAKE FROM SEBOOMOOK DAM, NEAR THE BOTTOM OF GRADES, SET IN
 QG0946'THE TOP OF AN OUTCROPPING ROCK LEDGE 7 BY 2 FEET AND PROJECTING
 QG0946'1 1/2 FOOT, 19 FEET EAST OF CENTER LINE OF ROAD, 55 FEET
 QG0946'SOUTH OF EAST END OF A 5-FOOT POLE CULVERT UNDER ROAD, 18 1/2
 QG0946'FEET SOUTHWEST OF A TELEPHONE POLE, 2 FEET NORTHEAST OF SOUTHWEST
 QG0946'END OF LEDGE AND ABOUT 1 1/2 FEET ABOVE LEVEL OF ROAD.
 QG0946
 QG0946                          STATION RECOVERY (1985)
 QG0946
 QG0946'RECOVERY NOTE BY US POWER SQUADRON 1985 (JHS)
 QG0946'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0919 ***********************************************************************
 QG0919  DESIGNATION -  H 106
 QG0919  PID         -  QG0919
 QG0919  STATE/COUNTY-  ME/PISCATAQUIS
 QG0919  USGS QUAD   -  SEBOOMOOK (1989)
 QG0919
 QG0919                         *CURRENT SURVEY CONTROL
 QG0919  ___________________________________________________________________
 QG0919* NAD 83(1986)-  45 53 40.     (N)    069 38 07.     (W)     SCALED    
 QG0919* NAVD 88     -       328.073  (meters)    1076.35   (feet)  ADJUSTED  
 QG0919  ___________________________________________________________________
 QG0919  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 QG0919  DYNAMIC HT  -         328.071 (meters)    1076.35  (feet)  COMP
 QG0919  MODELED GRAV-     980,599.8   (mgal)                       NAVD 88
 QG0919
 QG0919  VERT ORDER  -  SECOND    CLASS 0
 QG0919
 QG0919.The horizontal coordinates were scaled from a topographic map and have
 QG0919.an estimated accuracy of +/- 6 seconds.
 QG0919
 QG0919.The orthometric height was determined by differential leveling
 QG0919.and adjusted by the National Geodetic Survey in June 1991..
 QG0919
 QG0919.The geoid height was determined by GEOID03.
 QG0919
 QG0919.The dynamic height is computed by dividing the NAVD 88
 QG0919.geopotential number by the normal gravity value computed on the
 QG0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0919.degrees latitude (g = 980.6199 gals.).
 QG0919
 QG0919.The modeled gravity was interpolated from observed gravity values.
 QG0919
 QG0919;                    North         East    Units  Estimated Accuracy
 QG0919;SPC ME E     -   248,170.      211,900.      MT  (+/- 180 meters Scaled)
 QG0919
 QG0919                          SUPERSEDED SURVEY CONTROL
 QG0919
 QG0919  NGVD 29 (??/??/92)  328.237  (m)         1076.89   (f) ADJ UNCH    2 0
 QG0919
 QG0919.Superseded values are not recommended for survey control.
 QG0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0919.See file dsdata.txt to determine how the superseded data were derived.
 QG0919
 QG0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL507825(NAD 83)
 QG0919_MARKER: DB = BENCH MARK DISK
 QG0919_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QG0919_SP_SET: MAPLE TREE
 QG0919_STAMPING: H 106 1953
 QG0919_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG0919
 QG0919  HISTORY     - Date     Condition        Report By
 QG0919  HISTORY     - 1953     MONUMENTED       CGS
 QG0919
 QG0919                          STATION DESCRIPTION
 QG0919
 QG0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0919'2.6 MI NW FROM NORTHEAST CARRY.
 QG0919'1.55 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE INN AT NORTHEAST
 QG0919'CARRY, THENCE ABOUT 1.1 MILES NORTHWEST ALONG A GRAVEL ROAD
 QG0919'LEADING TO SEBOOMOOK DAM, AT A CURVE WITH TANGENTS EXTENDING
 QG0919'EAST-SOUTHEAST AND NORTHWEST, SET VERTICALLY IN THE NORTH-NORTHEAST
 QG0919'FACE OF AN 18-INCH MAPLE TREE, 31 FEET SOUTH-SOUTHWEST OF CENTER
 QG0919'LINE OF ROAD, 20 1/2 FEET WEST OF A TELEPHONE POLE, 70 1/2 FEET
 QG0919'SOUTH-SOUTHWEST AND ACROSS ROAD FROM A TRIANGULAR BLAZED 9-INCH
 QG0919'SPRUCE TREE AND ABOUT 1 FOOT ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0044 ***********************************************************************
 RG0044  DESIGNATION -  H 107
 RG0044  PID         -  RG0044
 RG0044  STATE/COUNTY-  ME/SOMERSET
 RG0044  USGS QUAD   -  BLACK BROOK (1989)
 RG0044
 RG0044                         *CURRENT SURVEY CONTROL
 RG0044  ___________________________________________________________________
 RG0044* NAD 83(1986)-  46 13 01.     (N)    070 08 52.     (W)     SCALED    
 RG0044* NAVD 88     -       477.845  (meters)    1567.73   (feet)  ADJUSTED  
 RG0044  ___________________________________________________________________
 RG0044  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 RG0044  DYNAMIC HT  -         477.838 (meters)    1567.71  (feet)  COMP
 RG0044  MODELED GRAV-     980,583.5   (mgal)                       NAVD 88
 RG0044
 RG0044  VERT ORDER  -  SECOND    CLASS 0
 RG0044
 RG0044.The horizontal coordinates were scaled from a topographic map and have
 RG0044.an estimated accuracy of +/- 6 seconds.
 RG0044
 RG0044.The orthometric height was determined by differential leveling
 RG0044.and adjusted by the National Geodetic Survey in June 1991..
 RG0044
 RG0044.The geoid height was determined by GEOID03.
 RG0044
 RG0044.The dynamic height is computed by dividing the NAVD 88
 RG0044.geopotential number by the normal gravity value computed on the
 RG0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RG0044.degrees latitude (g = 980.6199 gals.).
 RG0044
 RG0044.The modeled gravity was interpolated from observed gravity values.
 RG0044
 RG0044;                    North         East    Units  Estimated Accuracy
 RG0044;SPC ME W     -   375,980.      901,460.      MT  (+/- 180 meters Scaled)
 RG0044
 RG0044                          SUPERSEDED SURVEY CONTROL
 RG0044
 RG0044  NGVD 29 (??/??/92)  477.996  (m)         1568.23   (f) ADJ UNCH    2 0
 RG0044
 RG0044.Superseded values are not recommended for survey control.
 RG0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0044.See file dsdata.txt to determine how the superseded data were derived.
 RG0044
 RG0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM114187(NAD 83)
 RG0044_MARKER: DB = BENCH MARK DISK
 RG0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RG0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RG0044_STAMPING: H 107 1953
 RG0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RG0044+STABILITY: SURFACE MOTION
 RG0044
 RG0044  HISTORY     - Date     Condition        Report By
 RG0044  HISTORY     - 1953     MONUMENTED       CGS
 RG0044
 RG0044                          STATION DESCRIPTION
 RG0044
 RG0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RG0044'12 MI NE FROM STE AURELIE.
 RG0044'12.0 MILES NORTHEAST AND EAST ALONG A GRAVEL ROAD LEADING TO
 RG0044'FRANCIS LAKE FROM THE CHURCH AT STE AURELIE, ABOUT 7.2 MILES EAST
 RG0044'OF THE U.S.- CANADIAN BOUNDARY LINE, AT THE INTERSECTION OF A
 RG0044'TRAIL LEADING EAST-SOUTHEAST AND WEST-NORTHWEST, 29 FEET
 RG0044'NORTHWEST OF CENTER LINE OF GRAVEL ROAD, 50 FEET WEST OF CENTER
 RG0044'OF TRAIL INTERSECTION, 20 FEET SOUTH-SOUTHWEST OF CENTER LINE
 RG0044'OF TRAIL LEADING WEST-NORTHWEST, 331 FEET SOUTHWEST OF NORTHWEST
 RG0044'END OF A 6-FOOT WOODEN BRIDGE UNDER ROAD, 2 1/2 FEET SOUTHEAST
 RG0044'OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF
 RG0044'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0191 ***********************************************************************
 RF0191  DESIGNATION -  H 108
 RF0191  PID         -  RF0191
 RF0191  STATE/COUNTY-  ME/AROOSTOOK
 RF0191  USGS QUAD   -  MOOSELEUK LAKE (1985)
 RF0191
 RF0191                         *CURRENT SURVEY CONTROL
 RF0191  ___________________________________________________________________
 RF0191* NAD 83(1986)-  46 36 38.     (N)    068 54 35.     (W)     SCALED    
 RF0191* NAVD 88     -       400.523  (meters)    1314.05   (feet)  ADJUSTED  
 RF0191  ___________________________________________________________________
 RF0191  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 RF0191  DYNAMIC HT  -         400.547 (meters)    1314.13  (feet)  COMP
 RF0191  MODELED GRAV-     980,663.2   (mgal)                       NAVD 88
 RF0191
 RF0191  VERT ORDER  -  SECOND    CLASS 0
 RF0191
 RF0191.The horizontal coordinates were scaled from a topographic map and have
 RF0191.an estimated accuracy of +/- 6 seconds.
 RF0191
 RF0191.The orthometric height was determined by differential leveling
 RF0191.and adjusted by the National Geodetic Survey in June 1991..
 RF0191
 RF0191.The geoid height was determined by GEOID03.
 RF0191
 RF0191.The dynamic height is computed by dividing the NAVD 88
 RF0191.geopotential number by the normal gravity value computed on the
 RF0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0191.degrees latitude (g = 980.6199 gals.).
 RF0191
 RF0191.The modeled gravity was interpolated from observed gravity values.
 RF0191
 RF0191;                    North         East    Units  Estimated Accuracy
 RF0191;SPC ME E     -   327,220.      268,620.      MT  (+/- 180 meters Scaled)
 RF0191
 RF0191                          SUPERSEDED SURVEY CONTROL
 RF0191
 RF0191  NGVD 29 (??/??/92)  400.712  (m)         1314.67   (f) ADJ UNCH    2 0
 RF0191
 RF0191.Superseded values are not recommended for survey control.
 RF0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0191.See file dsdata.txt to determine how the superseded data were derived.
 RF0191
 RF0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM069618(NAD 83)
 RF0191_MARKER: DB = BENCH MARK DISK
 RF0191_SETTING: 66 = SET IN ROCK OUTCROP
 RF0191_SP_SET: ROCK OUTCROP
 RF0191_STAMPING: H 108 1953
 RF0191_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0191+STABILITY: POSITION/ELEVATION WELL
 RF0191
 RF0191  HISTORY     - Date     Condition        Report By
 RF0191  HISTORY     - 1953     MONUMENTED       CGS
 RF0191
 RF0191                          STATION DESCRIPTION
 RF0191
 RF0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0191'27.3 MI W FROM ASHLAND.
 RF0191'0.3 MILE WEST ALONG STATE HIGHWAY 11 FROM THE BANGOR AND
 RF0191'AROOSTOOK RAILROAD STATION AT ASHLAND, THENCE ABOUT 0.6 MILE
 RF0191'SOUTHWEST ALONG A BLACK TOP ROAD, THENCE ABOUT 26.4 MILES WEST
 RF0191'ALONG A PRIVATE GRAVEL ROAD, ABOUT 0.4 MILE SOUTHWEST OF THE
 RF0191'JUNCTION OF A ROAD LEADING NORTHWEST TO PARADISS CAMP, ABOUT 141
 RF0191'YARDS WEST OF THE TOP OF A GRADE, 32 FEET SOUTH OF CENTER LINE
 RF0191'OF ROAD, SET VERTICALLY IN THE NORTH FACE OF A VERY LARGE PARTLY
 RF0191'COVERED ROCK OUTCROP, AND ABOUT 7 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0343 ***********************************************************************
 RF0343  DESIGNATION -  H 109
 RF0343  PID         -  RF0343
 RF0343  STATE/COUNTY-  ME/AROOSTOOK
 RF0343  USGS QUAD   -  MARY L POND (1986)
 RF0343
 RF0343                         *CURRENT SURVEY CONTROL
 RF0343  ___________________________________________________________________
 RF0343* NAD 83(1986)-  46 42 36.     (N)    069 46 05.     (W)     SCALED    
 RF0343* NAVD 88     -       343.339  (meters)    1126.44   (feet)  ADJUSTED  
 RF0343  ___________________________________________________________________
 RF0343  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 RF0343  DYNAMIC HT  -         343.354 (meters)    1126.49  (feet)  COMP
 RF0343  MODELED GRAV-     980,648.3   (mgal)                       NAVD 88
 RF0343
 RF0343  VERT ORDER  -  SECOND    CLASS 0
 RF0343
 RF0343.The horizontal coordinates were scaled from a topographic map and have
 RF0343.an estimated accuracy of +/- 6 seconds.
 RF0343
 RF0343.The orthometric height was determined by differential leveling
 RF0343.and adjusted by the National Geodetic Survey in June 1991..
 RF0343
 RF0343.The geoid height was determined by GEOID03.
 RF0343
 RF0343.The dynamic height is computed by dividing the NAVD 88
 RF0343.geopotential number by the normal gravity value computed on the
 RF0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0343.degrees latitude (g = 980.6199 gals.).
 RF0343
 RF0343.The modeled gravity was interpolated from observed gravity values.
 RF0343
 RF0343;                    North         East    Units  Estimated Accuracy
 RF0343;SPC ME E     -   338,970.      203,050.      MT  (+/- 180 meters Scaled)
 RF0343
 RF0343                          SUPERSEDED SURVEY CONTROL
 RF0343
 RF0343  NGVD 29 (??/??/92)  343.517  (m)         1127.02   (f) ADJ UNCH    2 0
 RF0343
 RF0343.Superseded values are not recommended for survey control.
 RF0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0343.See file dsdata.txt to determine how the superseded data were derived.
 RF0343
 RF0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM412732(NAD 83)
 RF0343_MARKER: DB = BENCH MARK DISK
 RF0343_SETTING: 66 = SET IN ROCK OUTCROP
 RF0343_SP_SET: ROCK OUTCROP
 RF0343_STAMPING: H 109 1953
 RF0343_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0343+STABILITY: POSITION/ELEVATION WELL
 RF0343
 RF0343  HISTORY     - Date     Condition        Report By
 RF0343  HISTORY     - 1953     MONUMENTED       CGS
 RF0343  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 RF0343
 RF0343                          STATION DESCRIPTION
 RF0343
 RF0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0343'11.8 MI E FROM LAC FRONTIERE.
 RF0343'ABOUT 11.8 MILES EAST ALONG A PRIVATE GRAVEL ROAD LEADING TO
 RF0343'CLAYTON LAKE FROM THE JUNCTION OF ROUTE 24 AT LAC FRONTIERE,
 RF0343'ABOUT 2.65 MILES WEST OF A BRIDGE OVER SAINT JOHN RIVER, ABOUT
 RF0343'0.4 MILE EAST OF THE TOP OF A GRADE, 50 FEET NORTH OF CENTER LINE
 RF0343'OF ROAD, 78 FEET NORTHEAST OF CENTER OF ROAD AT A BREAK IN GRADE
 RF0343'(LEVEL TO THE WEST AND DOWNHILL TO THE EAST), IN THE TOP AND 2
 RF0343'FEET EAST OF WEST END OF THE 1 FOOT HIGH 5 BY 3-FOOT EXPOSED PART
 RF0343'OF A MOSTLY BURIED ROCK WITH UPENDED LAYERS AND ABOUT 1 FOOT
 RF0343'BELOW LEVEL OF ROAD.
 RF0343
 RF0343                          STATION RECOVERY (1984)
 RF0343
 RF0343'RECOVERY NOTE BY US POWER SQUADRON 1984 (RR)
 RF0343'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0089 ***********************************************************************
 RF0089  DESIGNATION -  H 11
 RF0089  PID         -  RF0089
 RF0089  STATE/COUNTY-  ME/AROOSTOOK
 RF0089  USGS QUAD   -  GRISWOLD (1986)
 RF0089
 RF0089                         *CURRENT SURVEY CONTROL
 RF0089  ___________________________________________________________________
 RF0089* NAD 83(1986)-  46 28 21.     (N)    068 20 36.     (W)     SCALED    
 RF0089* NAVD 88     -       175.119  (meters)     574.54   (feet)  ADJUSTED  
 RF0089  ___________________________________________________________________
 RF0089  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 RF0089  DYNAMIC HT  -         175.131 (meters)     574.58  (feet)  COMP
 RF0089  MODELED GRAV-     980,682.0   (mgal)                       NAVD 88
 RF0089
 RF0089  VERT ORDER  -  FIRST     CLASS II
 RF0089
 RF0089.The horizontal coordinates were scaled from a topographic map and have
 RF0089.an estimated accuracy of +/- 6 seconds.
 RF0089
 RF0089.The orthometric height was determined by differential leveling
 RF0089.and adjusted by the National Geodetic Survey in June 1991..
 RF0089
 RF0089.The geoid height was determined by GEOID03.
 RF0089
 RF0089.The dynamic height is computed by dividing the NAVD 88
 RF0089.geopotential number by the normal gravity value computed on the
 RF0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0089.degrees latitude (g = 980.6199 gals.).
 RF0089
 RF0089.The modeled gravity was interpolated from observed gravity values.
 RF0089
 RF0089;                    North         East    Units  Estimated Accuracy
 RF0089;SPC ME E     -   311,800.      312,030.      MT  (+/- 180 meters Scaled)
 RF0089
 RF0089                          SUPERSEDED SURVEY CONTROL
 RF0089
 RF0089  NGVD 29 (??/??/92)  175.274  (m)          575.04   (f) ADJ UNCH    1 2
 RF0089
 RF0089.Superseded values are not recommended for survey control.
 RF0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0089.See file dsdata.txt to determine how the superseded data were derived.
 RF0089
 RF0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM504467(NAD 83)
 RF0089_MARKER: DB = BENCH MARK DISK
 RF0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RF0089_STAMPING: H 11 1927
 RF0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0089+STABILITY: SURFACE MOTION
 RF0089
 RF0089  HISTORY     - Date     Condition        Report By
 RF0089  HISTORY     - 1927     MONUMENTED       CGS
 RF0089  HISTORY     - 1934     POOR             NGS
 RF0089
 RF0089                          STATION DESCRIPTION
 RF0089
 RF0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 RF0089'2.2 MI S FROM MASARDIS.
 RF0089'2.2 MILES SOUTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM THE
 RF0089'STATION AT MASARDIS, AROOSTOOK COUNTY, 20 RAILS NORTH OF BRIDGE
 RF0089'A 30.58, 3 RAILS SOUTH OF THE NORTH SIDING SWITCH ON THE EAST
 RF0089'SIDE OF THE MAIN TRACK, 44 FEET EAST OF THE EAST RAIL OF THE
 RF0089'MAIN TRACK, AND 3 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE.  A
 RF0089'STANDARD DISK, STAMPED H 11 1927 AND SET IN THE TOP OF A CONCRETE
 RF0089'POST.  NOTE-- IT WAS REPORTED IN OCTOBER 1934 THAT THIS BENCH
 RF0089'MARK HAS HEAVED ABOUT 8 INCHES DUE TO FROST ACTION.  THE TOP OF
 RF0089'THE POST IS NOW ABOUT 1 FOOT ABOVE THE GROUND, AND THE WHOLE
 RF0089'POST IS SO LOOSE IT CAN BE MOVED WITH THE HANDS.  USE WITH
 RF0089'CAUTION.
 RF0089
 RF0089                          STATION RECOVERY (1934)
 RF0089
 RF0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 RF0089'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0333 ***********************************************************************
 RF0333  DESIGNATION -  H 110
 RF0333  PID         -  RF0333
 RF0333  STATE/COUNTY-  ME/AROOSTOOK
 RF0333  USGS QUAD   -  NINEMILE BRIDGE (1986)
 RF0333
 RF0333                         *CURRENT SURVEY CONTROL
 RF0333  ___________________________________________________________________
 RF0333* NAD 83(1986)-  46 39 03.     (N)    069 37 58.     (W)     SCALED    
 RF0333* NAVD 88     -       385.802  (meters)    1265.75   (feet)  ADJUSTED  
 RF0333  ___________________________________________________________________
 RF0333  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 RF0333  DYNAMIC HT  -         385.817 (meters)    1265.80  (feet)  COMP
 RF0333  MODELED GRAV-     980,640.8   (mgal)                       NAVD 88
 RF0333
 RF0333  VERT ORDER  -  SECOND    CLASS 0
 RF0333
 RF0333.The horizontal coordinates were scaled from a topographic map and have
 RF0333.an estimated accuracy of +/- 6 seconds.
 RF0333
 RF0333.The orthometric height was determined by differential leveling
 RF0333.and adjusted by the National Geodetic Survey in June 1991..
 RF0333
 RF0333.The geoid height was determined by GEOID03.
 RF0333
 RF0333.The dynamic height is computed by dividing the NAVD 88
 RF0333.geopotential number by the normal gravity value computed on the
 RF0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0333.degrees latitude (g = 980.6199 gals.).
 RF0333
 RF0333.The modeled gravity was interpolated from observed gravity values.
 RF0333
 RF0333;                    North         East    Units  Estimated Accuracy
 RF0333;SPC ME E     -   332,240.      213,300.      MT  (+/- 180 meters Scaled)
 RF0333
 RF0333                          SUPERSEDED SURVEY CONTROL
 RF0333
 RF0333  NGVD 29 (??/??/92)  385.981  (m)         1266.34   (f) ADJ UNCH    2 0
 RF0333
 RF0333.Superseded values are not recommended for survey control.
 RF0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0333.See file dsdata.txt to determine how the superseded data were derived.
 RF0333
 RF0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM515665(NAD 83)
 RF0333_MARKER: DB = BENCH MARK DISK
 RF0333_SETTING: 80 = SET IN A BOULDER
 RF0333_SP_SET: BOULDER
 RF0333_STAMPING: H 110 1953
 RF0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0333+STABILITY: SURFACE MOTION
 RF0333
 RF0333  HISTORY     - Date     Condition        Report By
 RF0333  HISTORY     - 1953     MONUMENTED       CGS
 RF0333  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 RF0333
 RF0333                          STATION DESCRIPTION
 RF0333
 RF0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0333'6.2 MI NW FROM CLAYTON LAKE.
 RF0333'ABOUT 6.2 MILES NORTHWEST ALONG A PRIVATE GRAVEL ROAD LEADING
 RF0333'TO LAC FRONTIERE FROM THE POST OFFICE AT CLAYTON LAKE, ABOUT
 RF0333'1.25 MILES NORTHWEST OF A BRIDGE OVER LITTLE GILBERT BROOK,
 RF0333'IN THE TOP OF THE EAST END OF A WEDGE SHAPED BOULDER PROJECTING
 RF0333'ABOUT 2 FEET ABOVE GROUND, 34 FEET NORTH OF CENTER LINE OF
 RF0333'ROAD, 44 FEET NORTHEAST OF NORTH END OF A 2-FOOT POLE CULVERT,
 RF0333'23 1/2 FEET NORTHWEST OF A TELEPHONE POLE WITH GUY WIRE, AND
 RF0333'ABOUT LEVEL WITH ROAD.
 RF0333
 RF0333                          STATION RECOVERY (1984)
 RF0333
 RF0333'RECOVERY NOTE BY US POWER SQUADRON 1984 (RR)
 RF0333'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0687 ***********************************************************************
 QG0687  DESIGNATION -  H 111
 QG0687  PID         -  QG0687
 QG0687  STATE/COUNTY-  ME/PISCATAQUIS
 QG0687  USGS QUAD   -  CARIBOU LAKE SOUTH (1988)
 QG0687
 QG0687                         *CURRENT SURVEY CONTROL
 QG0687  ___________________________________________________________________
 QG0687* NAD 83(1986)-  45 46 13.     (N)    069 21 54.     (W)     SCALED    
 QG0687* NAVD 88     -       352.029  (meters)    1154.95   (feet)  ADJUSTED  
 QG0687  ___________________________________________________________________
 QG0687  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 QG0687  DYNAMIC HT  -         352.022 (meters)    1154.93  (feet)  COMP
 QG0687  MODELED GRAV-     980,586.6   (mgal)                       NAVD 88
 QG0687
 QG0687  VERT ORDER  -  SECOND    CLASS 0
 QG0687
 QG0687.The horizontal coordinates were scaled from a topographic map and have
 QG0687.an estimated accuracy of +/- 6 seconds.
 QG0687
 QG0687.The orthometric height was determined by differential leveling
 QG0687.and adjusted by the National Geodetic Survey in June 1991..
 QG0687
 QG0687.The geoid height was determined by GEOID03.
 QG0687
 QG0687.The dynamic height is computed by dividing the NAVD 88
 QG0687.geopotential number by the normal gravity value computed on the
 QG0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0687.degrees latitude (g = 980.6199 gals.).
 QG0687
 QG0687.The modeled gravity was interpolated from observed gravity values.
 QG0687
 QG0687;                    North         East    Units  Estimated Accuracy
 QG0687;SPC ME E     -   234,110.      232,720.      MT  (+/- 180 meters Scaled)
 QG0687
 QG0687                          SUPERSEDED SURVEY CONTROL
 QG0687
 QG0687  NGVD 29 (??/??/92)  352.186  (m)         1155.46   (f) ADJ UNCH    2 0
 QG0687
 QG0687.Superseded values are not recommended for survey control.
 QG0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0687.See file dsdata.txt to determine how the superseded data were derived.
 QG0687
 QG0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL716685(NAD 83)
 QG0687_MARKER: DB = BENCH MARK DISK
 QG0687_SETTING: 80 = SET IN A BOULDER
 QG0687_SP_SET: BOULDER
 QG0687_STAMPING: H 111 1953
 QG0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0687+STABILITY: SURFACE MOTION
 QG0687
 QG0687  HISTORY     - Date     Condition        Report By
 QG0687  HISTORY     - 1953     MONUMENTED       CGS
 QG0687
 QG0687                          STATION DESCRIPTION
 QG0687
 QG0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0687'9.8 MI NE FROM KOKADJO.
 QG0687'8.2 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 QG0687'KOKADJO, THENCE ABOUT 1.55 MILES NORTHWEST ALONG A PRIVATE GRAVEL
 QG0687'ROAD, ABOUT 0.1 MILE SOUTHEAST OF A ROAD EAST FOLLOWING A
 QG0687'TELEPHONE LINE, ABOUT 0.15 MILE NORTHWEST OF A BRIDGE OVER BEAR
 QG0687'BROOK, ON THE INSIDE OF A LONG CURVE WITH TANGENTS EXTENDING
 QG0687'NORTHWEST AND SOUTHWEST, SET VERTICALLY IN THE EAST FACE AT
 QG0687'NORTHEAST CORNER OF A LARGE SQUARE BOULDER, 31 FEET WEST OF
 QG0687'CENTER LINE OF ROAD, 1 FOOT SOUTH OF NORTHEAST CORNER OF BOULDER,
 QG0687'1 1/2 FEET ABOVE GROUND AND ABOUT LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0321 ***********************************************************************
 RF0321  DESIGNATION -  H 112
 RF0321  PID         -  RF0321
 RF0321  STATE/COUNTY-  ME/SOMERSET
 RF0321  USGS QUAD   -  BAKER LAKE (1989)
 RF0321
 RF0321                         *CURRENT SURVEY CONTROL
 RF0321  ___________________________________________________________________
 RF0321* NAD 83(1986)-  46 17 40.     (N)    069 58 58.     (W)     SCALED    
 RF0321* NAVD 88     -       437.358  (meters)    1434.90   (feet)  ADJUSTED  
 RF0321  ___________________________________________________________________
 RF0321  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 RF0321  DYNAMIC HT  -         437.354 (meters)    1434.89  (feet)  COMP
 RF0321  MODELED GRAV-     980,592.3   (mgal)                       NAVD 88
 RF0321
 RF0321  VERT ORDER  -  SECOND    CLASS 0
 RF0321
 RF0321.The horizontal coordinates were scaled from a topographic map and have
 RF0321.an estimated accuracy of +/- 6 seconds.
 RF0321
 RF0321.The orthometric height was determined by differential leveling
 RF0321.and adjusted by the National Geodetic Survey in June 1991..
 RF0321
 RF0321.The geoid height was determined by GEOID03.
 RF0321
 RF0321.The dynamic height is computed by dividing the NAVD 88
 RF0321.geopotential number by the normal gravity value computed on the
 RF0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0321.degrees latitude (g = 980.6199 gals.).
 RF0321
 RF0321.The modeled gravity was interpolated from observed gravity values.
 RF0321
 RF0321;                    North         East    Units  Estimated Accuracy
 RF0321;SPC ME W     -   384,610.      914,170.      MT  (+/- 180 meters Scaled)
 RF0321
 RF0321                          SUPERSEDED SURVEY CONTROL
 RF0321
 RF0321  NGVD 29 (??/??/92)  437.512  (m)         1435.40   (f) ADJ UNCH    2 0
 RF0321
 RF0321.Superseded values are not recommended for survey control.
 RF0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0321.See file dsdata.txt to determine how the superseded data were derived.
 RF0321
 RF0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM243272(NAD 83)
 RF0321_MARKER: DB = BENCH MARK DISK
 RF0321_SETTING: 66 = SET IN ROCK OUTCROP
 RF0321_SP_SET: ROCK LEDGE
 RF0321_STAMPING: H 112 1953
 RF0321_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0321+STABILITY: POSITION/ELEVATION WELL
 RF0321
 RF0321  HISTORY     - Date     Condition        Report By
 RF0321  HISTORY     - 1953     MONUMENTED       CGS
 RF0321  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RF0321
 RF0321                          STATION DESCRIPTION
 RF0321
 RF0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0321'23 MI NE FROM STE AURELIE.
 RF0321'ABOUT 23.05 MILES NORTHEAST AND EAST ALONG A GRAVEL ROAD LEADING
 RF0321'TO FRANCIS LAKE FROM THE CHURCH AT STE AURELIE, ABOUT 0.95 MILE
 RF0321'WEST OF THE JUNCTION OF A ROAD NORTH TO A GRAVEL PIT, ABOUT
 RF0321'0.3 MILE WEST OF JUNCTION OF A DIM ROAD SOUTH, IN THE TOP OF
 RF0321'AN OUTCROPPING ROCK LEDGE WITH 3 BY 1 1/2-FOOT EXPOSED SURFACE,
 RF0321'21 FEET SOUTH-SOUTHWEST OF CENTER LINE OF ROAD, 65 1/2 FEET
 RF0321'EAST-SOUTHEAST OF A TRIANGULAR BLAZED 14-INCH BEECH TREE, 21 FEET
 RF0321'NORTHWEST OF A TRIANGULAR BLAZED 24-INCH MAPLE TREE AND ABOUT
 RF0321'1 FOOT ABOVE LEVEL OF ROAD.
 RF0321
 RF0321                          STATION RECOVERY (1985)
 RF0321
 RF0321'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLM)
 RF0321'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0462 ***********************************************************************
 PE0462  DESIGNATION -  H 113
 PE0462  PID         -  PE0462
 PE0462  STATE/COUNTY-  ME/PENOBSCOT
 PE0462  USGS QUAD   -  HERMON (1978)
 PE0462
 PE0462                         *CURRENT SURVEY CONTROL
 PE0462  ___________________________________________________________________
 PE0462* NAD 83(1986)-  44 47 45.     (N)    068 54 12.     (W)     SCALED    
 PE0462* NAVD 88     -        42.160  (meters)     138.32   (feet)  ADJUSTED  
 PE0462  ___________________________________________________________________
 PE0462  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 PE0462  DYNAMIC HT  -          42.158 (meters)     138.31  (feet)  COMP
 PE0462  MODELED GRAV-     980,576.6   (mgal)                       NAVD 88
 PE0462  OBS GRAVITY -     980,576.1   (mgal)                       GRAV_OBS
 PE0462
 PE0462  VERT ORDER  -  FIRST     CLASS I
 PE0462
 PE0462.The horizontal coordinates were scaled from a topographic map and have
 PE0462.an estimated accuracy of +/- 6 seconds.
 PE0462
 PE0462.The orthometric height was determined by differential leveling
 PE0462.and adjusted by the National Geodetic Survey in June 1991..
 PE0462
 PE0462.The geoid height was determined by GEOID03.
 PE0462
 PE0462.The dynamic height is computed by dividing the NAVD 88
 PE0462.geopotential number by the normal gravity value computed on the
 PE0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0462.degrees latitude (g = 980.6199 gals.).
 PE0462
 PE0462.The modeled gravity was interpolated from observed gravity values.
 PE0462.The observed gravity was obtained from relative gravimeter ties
 PE0462.to the IGSN71 gravity network.
 PE0462
 PE0462;                    North         East    Units  Estimated Accuracy
 PE0462;SPC ME E     -   125,540.      268,090.      MT  (+/- 180 meters Scaled)
 PE0462
 PE0462                          SUPERSEDED SURVEY CONTROL
 PE0462
 PE0462  NGVD 29 (??/??/92)   42.372  (m)          139.02   (f) ADJ UNCH    1 1
 PE0462
 PE0462.Superseded values are not recommended for survey control.
 PE0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0462.See file dsdata.txt to determine how the superseded data were derived.
 PE0462
 PE0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK076602(NAD 83)
 PE0462_MARKER: DB = BENCH MARK DISK
 PE0462_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE0462_SP_SET: BRIDGE
 PE0462_STAMPING: H 113 1953
 PE0462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0462
 PE0462  HISTORY     - Date     Condition        Report By
 PE0462  HISTORY     - 1953     MONUMENTED       CGS
 PE0462  HISTORY     - 1966     GOOD             NGS
 PE0462  HISTORY     - 1978     GOOD             DOD
 PE0462
 PE0462                          STATION DESCRIPTION
 PE0462
 PE0462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0462'7.7 MI W FROM BANGOR.
 PE0462'7.7 MILES WEST ALONG THE MAINE CENTRAL RAILROAD FROM THE UNION
 PE0462'STREET BRIDGE OVER THE PENOBSCOT RIVER AT BANGOR, ABOUT 7.4
 PE0462'MILES EAST ALONG THE MAINE CENTRAL RAILROAD FROM THE OVERPASS
 PE0462'CROSSING OF U.S. HIGHWAY 2 AT CARMEL, ABOUT 0.4 MILE WEST OF
 PE0462'THE CROSSING OF A BLACK TOPPED ROAD, 6 1/2 RAILS EAST OF MILEPOST
 PE0462'P129/V122, IN THICK BRUSH ALONG THE SOUTH SIDE OF THE TRACK,
 PE0462'ON TOP OF A RIDGE THAT LEADS SOUTH AWAY FROM THE TRACK, IN THE
 PE0462'TOP OF A ROCK THAT THE EXPOSED PORTION IS ABOUT 8-BY-18-FOOT AND
 PE0462'PROJECTS 4 FEET, 96.0 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT
 PE0462'4 FEET ABOVE THE LEVEL OF THE TRACK.
 PE0462
 PE0462                          STATION RECOVERY (1978)
 PE0462
 PE0462'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE0462'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0721 ***********************************************************************
 QG0721  DESIGNATION -  H 114
 QG0721  PID         -  QG0721
 QG0721  STATE/COUNTY-  ME/PISCATAQUIS
 QG0721  USGS QUAD   -  BROWNVILLE JUNCTION (1988)
 QG0721
 QG0721                         *CURRENT SURVEY CONTROL
 QG0721  ___________________________________________________________________
 QG0721* NAD 83(1986)-  45 17 35.     (N)    069 01 02.     (W)     SCALED    
 QG0721* NAVD 88     -        98.622  (meters)     323.56   (feet)  POSTED    
 QG0721  ___________________________________________________________________
 QG0721  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 QG0721  DYNAMIC HT  -          98.620 (meters)     323.56  (feet)  COMP
 QG0721  MODELED GRAV-     980,596.2   (mgal)                       NAVD 88
 QG0721
 QG0721  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QG0721
 QG0721.The horizontal coordinates were scaled from a topographic map and have
 QG0721.an estimated accuracy of +/- 6 seconds.
 QG0721
 QG0721.The orthometric height was determined by differential leveling
 QG0721.and adjusted by the National Geodetic Survey in 1992..
 QG0721.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QG0721.rate of 0.0 thru 1.0 mm/km.
 QG0721
 QG0721.The geoid height was determined by GEOID03.
 QG0721
 QG0721.The dynamic height is computed by dividing the NAVD 88
 QG0721.geopotential number by the normal gravity value computed on the
 QG0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0721.degrees latitude (g = 980.6199 gals.).
 QG0721
 QG0721.The modeled gravity was interpolated from observed gravity values.
 QG0721
 QG0721;                    North         East    Units  Estimated Accuracy
 QG0721;SPC ME E     -   180,840.      259,430.      MT  (+/- 180 meters Scaled)
 QG0721
 QG0721                          SUPERSEDED SURVEY CONTROL
 QG0721
 QG0721  NGVD 29 (??/??/92)   98.799  (m)          324.14   (f) ADJ UNCH    1 2
 QG0721
 QG0721.Superseded values are not recommended for survey control.
 QG0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0721.See file dsdata.txt to determine how the superseded data were derived.
 QG0721
 QG0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL986155(NAD 83)
 QG0721_MARKER: DB = BENCH MARK DISK
 QG0721_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QG0721_SP_SET: CULVERT
 QG0721_STAMPING: H 114 1953
 QG0721_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG0721
 QG0721  HISTORY     - Date     Condition        Report By
 QG0721  HISTORY     - 1953     MONUMENTED       CGS
 QG0721
 QG0721                          STATION DESCRIPTION
 QG0721
 QG0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0721'1 MI SE FROM BROWNVILLE.
 QG0721'1.0 MILE SOUTHEAST ALONG THE BANGOR AND AROOSTOOK RAILROAD
 QG0721'FROM THE STATION AT BROWNVILLE, ABOUT 0.15 MILE NORTHWEST
 QG0721'OF A FIELD ROAD CROSSING, ABOUT 150 YARDS SOUTHEAST OF A FIELD
 QG0721'ROAD CROSSING, ABOUT 0.35 MILE SOUTHEAST OF MILE POST 71,
 QG0721'IN THE TOP OF THE SOUTHEAST END OF SOUTHWEST HEAD WALL OF A
 QG0721'3 1/2-FOOT CONCRETE BOX CULVERT, 24 1/2 FEET SOUTHWEST OF
 QG0721'SOUTHWEST RAIL AND ABOUT 6 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0061 ***********************************************************************
 QF0061  DESIGNATION -  H 115 RESET 1963
 QF0061  PID         -  QF0061
 QF0061  STATE/COUNTY-  ME/WASHINGTON
 QF0061  USGS QUAD   -  CALAIS (1977)
 QF0061
 QF0061                         *CURRENT SURVEY CONTROL
 QF0061  ___________________________________________________________________
 QF0061* NAD 83(1986)-  45 08 35.     (N)    067 17 40.     (W)     SCALED    
 QF0061* NAVD 88     -        24.411  (meters)      80.09   (feet)  ADJUSTED  
 QF0061  ___________________________________________________________________
 QF0061  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 QF0061  DYNAMIC HT  -          24.411 (meters)      80.09  (feet)  COMP
 QF0061  MODELED GRAV-     980,616.9   (mgal)                       NAVD 88
 QF0061
 QF0061  VERT ORDER  -  FIRST     CLASS I
 QF0061
 QF0061.The horizontal coordinates were scaled from a topographic map and have
 QF0061.an estimated accuracy of +/- 6 seconds.
 QF0061
 QF0061.The orthometric height was determined by differential leveling
 QF0061.and adjusted by the National Geodetic Survey in June 1991..
 QF0061
 QF0061.The geoid height was determined by GEOID03.
 QF0061
 QF0061.The dynamic height is computed by dividing the NAVD 88
 QF0061.geopotential number by the normal gravity value computed on the
 QF0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0061.degrees latitude (g = 980.6199 gals.).
 QF0061
 QF0061.The modeled gravity was interpolated from observed gravity values.
 QF0061
 QF0061;                    North         East    Units  Estimated Accuracy
 QF0061;SPC ME E     -   164,750.      394,810.      MT  (+/- 180 meters Scaled)
 QF0061
 QF0061                          SUPERSEDED SURVEY CONTROL
 QF0061
 QF0061.No superseded survey control is available for this station.
 QF0061
 QF0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL340002(NAD 83)
 QF0061_MARKER: DB = BENCH MARK DISK
 QF0061_SETTING: 66 = SET IN ROCK OUTCROP
 QF0061_SP_SET: ROCK LEDGE
 QF0061_STAMPING: H 115 RESET 1963
 QF0061_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0061+STABILITY: POSITION/ELEVATION WELL
 QF0061
 QF0061  HISTORY     - Date     Condition        Report By
 QF0061  HISTORY     - 1963     MONUMENTED       CGS
 QF0061  HISTORY     - 1966     GOOD             NGS
 QF0061  HISTORY     - 1978     GOOD             NGS
 QF0061
 QF0061                          STATION DESCRIPTION
 QF0061
 QF0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 QF0061'2 MI S FROM MILLTOWN.
 QF0061'1.8 MILES SOUTH ALONG THE MAINE CENTRAL RAILROAD FROM THE U.S.
 QF0061'CUSTOMHOUSE AT MILLTOWN, THENCE ABOUT 0.2 MILE SOUTHWEST ALONG
 QF0061'U.S. HIGHWAY 1, IN THE TOP OF THE HIGHEST POINT OF A 4-BY-4 1/2-FOOT
 QF0061'ROCK LEDGE WHICH IS PART OF A EARTH AND ROCK CUT, 34.5 FEET EAST
 QF0061'OF THE EAST END OF A 12-INCH METAL PIPE CULVERT UNDER A DRIVE
 QF0061'LEADING SOUTHEAST, 33 1/2 FEET EAST OF THE WEST END OF THE CUT,
 QF0061'39 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 72 FEET EAST OF
 QF0061'POWER POLE 280/703, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE
 QF0061'HIGHWAY.
 QF0061
 QF0061                          STATION RECOVERY (1978)
 QF0061
 QF0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QF0061'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0310 ***********************************************************************
 RF0310  DESIGNATION -  H 116
 RF0310  PID         -  RF0310
 RF0310  STATE/COUNTY-  ME/SOMERSET
 RF0310  USGS QUAD   -  BAKER LAKE NW (1989)
 RF0310
 RF0310                         *CURRENT SURVEY CONTROL
 RF0310  ___________________________________________________________________
 RF0310* NAD 83(1986)-  46 22 31.     (N)    069 56 28.     (W)     SCALED    
 RF0310* NAVD 88     -       347.876  (meters)    1141.32   (feet)  ADJUSTED  
 RF0310  ___________________________________________________________________
 RF0310  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 RF0310  DYNAMIC HT  -         347.876 (meters)    1141.32  (feet)  COMP
 RF0310  MODELED GRAV-     980,604.2   (mgal)                       NAVD 88
 RF0310
 RF0310  VERT ORDER  -  SECOND    CLASS 0
 RF0310
 RF0310.The horizontal coordinates were scaled from a topographic map and have
 RF0310.an estimated accuracy of +/- 6 seconds.
 RF0310
 RF0310.The orthometric height was determined by differential leveling
 RF0310.and adjusted by the National Geodetic Survey in June 1991..
 RF0310
 RF0310.The geoid height was determined by GEOID03.
 RF0310
 RF0310.The dynamic height is computed by dividing the NAVD 88
 RF0310.geopotential number by the normal gravity value computed on the
 RF0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0310.degrees latitude (g = 980.6199 gals.).
 RF0310
 RF0310.The modeled gravity was interpolated from observed gravity values.
 RF0310
 RF0310;                    North         East    Units  Estimated Accuracy
 RF0310;SPC ME W     -   393,610.      917,350.      MT  (+/- 180 meters Scaled)
 RF0310
 RF0310                          SUPERSEDED SURVEY CONTROL
 RF0310
 RF0310  NGVD 29 (??/??/92)  348.038  (m)         1141.85   (f) ADJ UNCH    2 0
 RF0310
 RF0310.Superseded values are not recommended for survey control.
 RF0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0310.See file dsdata.txt to determine how the superseded data were derived.
 RF0310
 RF0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM276361(NAD 83)
 RF0310_MARKER: DB = BENCH MARK DISK
 RF0310_SETTING: 80 = SET IN A BOULDER
 RF0310_SP_SET: BOULDER
 RF0310_STAMPING: H 116 1953
 RF0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0310+STABILITY: SURFACE MOTION
 RF0310
 RF0310  HISTORY     - Date     Condition        Report By
 RF0310  HISTORY     - 1953     MONUMENTED       CGS
 RF0310
 RF0310                          STATION DESCRIPTION
 RF0310
 RF0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0310'7.2 MI N FROM BAKER LAKE.
 RF0310'ABOUT 7.2 MILES NORTH ALONG A DIM TRAIL FOLLOWING A TELEPHONE
 RF0310'LINE FROM THE BRIDGE OVER BAKER BRANCH AT BAKER LAKE, IN THE TOP
 RF0310'OF THE WEST CORNER AND HIGH POINT OF A 7 BY 5-FOOT BOULDER
 RF0310'PROJECTING ABOUT 2 FEET, NEAR CENTER OF TRAIL, 48 FEET SOUTH OF
 RF0310'A TRIANGULAR BLAZED 20-INCH SPRUCE TREE, 19.3 FEET NORTH OF A
 RF0310'TRIANGULAR BLAZED 6-INCH FIR TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0710 ***********************************************************************
 QG0710  DESIGNATION -  H 118
 QG0710  PID         -  QG0710
 QG0710  STATE/COUNTY-  ME/PISCATAQUIS
 QG0710  USGS QUAD   -  BROWNVILLE JUNCTION (1988)
 QG0710
 QG0710                         *CURRENT SURVEY CONTROL
 QG0710  ___________________________________________________________________
 QG0710* NAD 83(1986)-  45 22 09.     (N)    069 01 41.     (W)     SCALED    
 QG0710* NAVD 88     -       139.154  (meters)     456.54   (feet)  POSTED    
 QG0710  ___________________________________________________________________
 QG0710  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 QG0710  DYNAMIC HT  -         139.150 (meters)     456.53  (feet)  COMP
 QG0710  MODELED GRAV-     980,603.7   (mgal)                       NAVD 88
 QG0710
 QG0710  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 QG0710
 QG0710.The horizontal coordinates were scaled from a topographic map and have
 QG0710.an estimated accuracy of +/- 6 seconds.
 QG0710
 QG0710.The orthometric height was determined by differential leveling
 QG0710.and adjusted by the National Geodetic Survey in 1992..
 QG0710.No vertical observational check was made to the station.
 QG0710.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 QG0710.was located on a no-check spur therefore a value was not computed.
 QG0710
 QG0710.The geoid height was determined by GEOID03.
 QG0710
 QG0710.The dynamic height is computed by dividing the NAVD 88
 QG0710.geopotential number by the normal gravity value computed on the
 QG0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0710.degrees latitude (g = 980.6199 gals.).
 QG0710
 QG0710.The modeled gravity was interpolated from observed gravity values.
 QG0710
 QG0710;                    North         East    Units  Estimated Accuracy
 QG0710;SPC ME E     -   189,300.      258,640.      MT  (+/- 180 meters Scaled)
 QG0710
 QG0710                          SUPERSEDED SURVEY CONTROL
 QG0710
 QG0710  NGVD 29 (??/??/92)  139.328  (m)          457.11   (f) ADJ UNCH    1 2
 QG0710
 QG0710.Superseded values are not recommended for survey control.
 QG0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0710.See file dsdata.txt to determine how the superseded data were derived.
 QG0710
 QG0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL978239(NAD 83)
 QG0710_MARKER: DB = BENCH MARK DISK
 QG0710_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QG0710_SP_SET: OVERPASS
 QG0710_STAMPING: H 118 1953
 QG0710_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG0710
 QG0710  HISTORY     - Date     Condition        Report By
 QG0710  HISTORY     - 1953     MONUMENTED       CGS
 QG0710
 QG0710                          STATION DESCRIPTION
 QG0710
 QG0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0710'2.2 MI NE FROM BROWNVILLE JUNCTION.
 QG0710'2.15 MILES NORTHEAST ALONG THE CANADIAN PACIFIC RAILWAY FROM THE
 QG0710'STATION AT BROWNVILLE JUNCTION, ABOUT 0.1 MILE SOUTHWEST OF MILE
 QG0710'POST 103, AT THE OVERPASS OF THE BANGOR AND AROOSTOOK RAILROAD
 QG0710'OVER THE CANADIAN PACIFIC RAILWAY, SET VERTICALLY ABOUT 2 FEET
 QG0710'ABOVE GROUND IN THE WEST FACE OF NORTH ABUTMENT OF OVERPASS,
 QG0710'26 1/2 FEET NORTH OF NORTH RAIL OF C.P. RY., 1 1/2 FEET NORTH
 QG0710'OF SOUTHWEST CORNER OF ABUTMENT AND ABOUT 10 FEET ABOVE LEVEL OF
 QG0710'TRACK OF C.P. RY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0020 ***********************************************************************
 QG0020  DESIGNATION -  H 12
 QG0020  PID         -  QG0020
 QG0020  STATE/COUNTY-  ME/AROOSTOOK
 QG0020  USGS QUAD   -  CRYSTAL (1989)
 QG0020
 QG0020                         *CURRENT SURVEY CONTROL
 QG0020  ___________________________________________________________________
 QG0020* NAD 83(1986)-  45 57 36.     (N)    068 21 40.     (W)     SCALED    
 QG0020* NAVD 88     -       155.507  (meters)     510.19   (feet)  ADJUSTED  
 QG0020  ___________________________________________________________________
 QG0020  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 QG0020  DYNAMIC HT  -         155.512 (meters)     510.21  (feet)  COMP
 QG0020  MODELED GRAV-     980,647.5   (mgal)                       NAVD 88
 QG0020
 QG0020  VERT ORDER  -  FIRST     CLASS II
 QG0020
 QG0020.The horizontal coordinates were scaled from a topographic map and have
 QG0020.an estimated accuracy of +/- 6 seconds.
 QG0020
 QG0020.The orthometric height was determined by differential leveling
 QG0020.and adjusted by the National Geodetic Survey in June 1991..
 QG0020
 QG0020.The geoid height was determined by GEOID03.
 QG0020
 QG0020.The dynamic height is computed by dividing the NAVD 88
 QG0020.geopotential number by the normal gravity value computed on the
 QG0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0020.degrees latitude (g = 980.6199 gals.).
 QG0020
 QG0020.The modeled gravity was interpolated from observed gravity values.
 QG0020
 QG0020;                    North         East    Units  Estimated Accuracy
 QG0020;SPC ME E     -   254,840.      310,770.      MT  (+/- 180 meters Scaled)
 QG0020
 QG0020                          SUPERSEDED SURVEY CONTROL
 QG0020
 QG0020  NGVD 29 (??/??/92)  155.677  (m)          510.75   (f) ADJ UNCH    1 2
 QG0020
 QG0020.Superseded values are not recommended for survey control.
 QG0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0020.See file dsdata.txt to determine how the superseded data were derived.
 QG0020
 QG0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL495898(NAD 83)
 QG0020_MARKER: DB = BENCH MARK DISK
 QG0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0020_STAMPING: 510.750 H 12 1927
 QG0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0020+STABILITY: SURFACE MOTION
 QG0020
 QG0020  HISTORY     - Date     Condition        Report By
 QG0020  HISTORY     - 1927     MONUMENTED       CGS
 QG0020  HISTORY     - 1959     GOOD             NGS
 QG0020
 QG0020                          STATION DESCRIPTION
 QG0020
 QG0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 QG0020'AT CRYSTAL.
 QG0020'AT CRYSTAL, AROOSTOOK COUNTY, ON THE BANGOR AND AROOSTOOK
 QG0020'RAILROAD, 11 RAILS SOUTHWEST OF THE SOUTHWEST END OF THE STATION,
 QG0020'ONE RAIL NORTHEAST OF MILEPOST 134, AT A ROAD CROSSING, 27.9 FEET
 QG0020'NORTHWEST OF THE NORTHWEST RAIL, AND 2-1/2 RAILS NORTHEAST OF
 QG0020'THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED 510.750 H
 QG0020'12 1927 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 QG0020'ABOVE GROUND.
 QG0020
 QG0020                          STATION RECOVERY (1959)
 QG0020
 QG0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 QG0020'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0113 ***********************************************************************
 OC0113  DESIGNATION -  H 121
 OC0113  PID         -  OC0113
 OC0113  STATE/COUNTY-  ME/CUMBERLAND
 OC0113  USGS QUAD   -  PORTLAND WEST (1978)
 OC0113
 OC0113                         *CURRENT SURVEY CONTROL
 OC0113  ___________________________________________________________________
 OC0113* NAD 83(1986)-  43 39 40.     (N)    070 18 24.     (W)     SCALED    
 OC0113* NAVD 88     -         6.079  (meters)      19.94   (feet)  ADJUSTED  
 OC0113  ___________________________________________________________________
 OC0113  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 OC0113  DYNAMIC HT  -           6.078 (meters)      19.94  (feet)  COMP
 OC0113  MODELED GRAV-     980,496.5   (mgal)                       NAVD 88
 OC0113
 OC0113  VERT ORDER  -  FIRST     CLASS II
 OC0113
 OC0113.The horizontal coordinates were scaled from a topographic map and have
 OC0113.an estimated accuracy of +/- 6 seconds.
 OC0113
 OC0113.The orthometric height was determined by differential leveling
 OC0113.and adjusted by the National Geodetic Survey in June 1991..
 OC0113
 OC0113.The geoid height was determined by GEOID03.
 OC0113
 OC0113.The dynamic height is computed by dividing the NAVD 88
 OC0113.geopotential number by the normal gravity value computed on the
 OC0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0113.degrees latitude (g = 980.6199 gals.).
 OC0113
 OC0113.The modeled gravity was interpolated from observed gravity values.
 OC0113
 OC0113;                    North         East    Units  Estimated Accuracy
 OC0113;SPC ME W     -    91,970.      888,710.      MT  (+/- 180 meters Scaled)
 OC0113
 OC0113                          SUPERSEDED SURVEY CONTROL
 OC0113
 OC0113  NGVD 29 (??/??/92)    6.294  (m)           20.65   (f) ADJ UNCH    1 2
 OC0113
 OC0113.Superseded values are not recommended for survey control.
 OC0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0113.See file dsdata.txt to determine how the superseded data were derived.
 OC0113
 OC0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ946350(NAD 83)
 OC0113_MARKER: DB = BENCH MARK DISK
 OC0113_SETTING: 66 = SET IN ROCK OUTCROP
 OC0113_SP_SET: ROCK OUTCROP
 OC0113_STAMPING: H 121 1955
 OC0113_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC0113+STABILITY: POSITION/ELEVATION WELL
 OC0113
 OC0113  HISTORY     - Date     Condition        Report By
 OC0113  HISTORY     - 1955     MONUMENTED       CGS
 OC0113  HISTORY     - 1976     POOR             NGS
 OC0113  HISTORY     - 19940712 MARK NOT FOUND   USPSQD
 OC0113
 OC0113                          STATION DESCRIPTION
 OC0113
 OC0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 OC0113'1.8 MI NW FROM PORTLAND.
 OC0113'ABOUT 1.85 MILES NORTHWEST ALONG THE MAINE CENTRAL RAILROAD
 OC0113'FROM U.S. HIGHWAY 1 BRIDGE OVER TRACKS AND FORE RIVER AT PORTLAND,
 OC0113'ABOUT 0.25 MILE NORTHWEST OF CROSSING OF STATE HIGHWAY 22, ABOUT
 OC0113'320 YARDS SOUTHEAST OF MILE POST P 3 -ST J. 128, ABOUT 170 YARDS
 OC0113'NORTHWEST OF CROSSING OF FROST STREET, 88 FEET NORTHEAST OF
 OC0113'NORTHEAST RAIL, 10 1/2 FEET EAST OF POWER POLE NO. 92-993
 OC0113'(POLE IS IN THE NORTHEAST ONE OF THREE POWER LINES), 17 FEET
 OC0113'EAST OF CENTER OF ROUND SEWER MAN HOLE COVER, IN THE TOP AND
 OC0113'2 1/2 FEET EAST OF THE WEST END OF THE EXPOSED PART OF A LARGE
 OC0113'ROCK OUTCROP, AND ABOUT 6 FEET ABOVE LEVEL OF TRACK.
 OC0113
 OC0113                          STATION RECOVERY (1976)
 OC0113
 OC0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0113'MARK RECOVERED IN POOR CONDITION.
 OC0113
 OC0113                          STATION RECOVERY (1994)
 OC0113
 OC0113'RECOVERY NOTE BY US POWER SQUADRON 1994
 OC0113'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0537 ***********************************************************************
 OC0537  DESIGNATION -  H 122
 OC0537  PID         -  OC0537
 OC0537  STATE/COUNTY-  ME/CUMBERLAND
 OC0537  USGS QUAD   -  STEEP FALLS (1983)
 OC0537
 OC0537                         *CURRENT SURVEY CONTROL
 OC0537  ___________________________________________________________________
 OC0537* NAD 83(1986)-  43 47 43.     (N)    070 38 00.     (W)     SCALED    
 OC0537* NAVD 88     -        93.693  (meters)     307.39   (feet)  ADJUSTED  
 OC0537  ___________________________________________________________________
 OC0537  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 OC0537  DYNAMIC HT  -          93.679 (meters)     307.35  (feet)  COMP
 OC0537  MODELED GRAV-     980,469.1   (mgal)                       NAVD 88
 OC0537
 OC0537  VERT ORDER  -  FIRST     CLASS II
 OC0537
 OC0537.The horizontal coordinates were scaled from a topographic map and have
 OC0537.an estimated accuracy of +/- 6 seconds.
 OC0537
 OC0537.The orthometric height was determined by differential leveling
 OC0537.and adjusted by the National Geodetic Survey in June 1991..
 OC0537
 OC0537.The geoid height was determined by GEOID03.
 OC0537
 OC0537.The dynamic height is computed by dividing the NAVD 88
 OC0537.geopotential number by the normal gravity value computed on the
 OC0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0537.degrees latitude (g = 980.6199 gals.).
 OC0537
 OC0537.The modeled gravity was interpolated from observed gravity values.
 OC0537
 OC0537;                    North         East    Units  Estimated Accuracy
 OC0537;SPC ME W     -   106,970.      862,440.      MT  (+/- 180 meters Scaled)
 OC0537
 OC0537                          SUPERSEDED SURVEY CONTROL
 OC0537
 OC0537  NGVD 29 (??/??/92)   93.878  (m)          308.00   (f) ADJ UNCH    1 2
 OC0537
 OC0537.Superseded values are not recommended for survey control.
 OC0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0537.See file dsdata.txt to determine how the superseded data were derived.
 OC0537
 OC0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ685504(NAD 83)
 OC0537_MARKER: DB = BENCH MARK DISK
 OC0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC0537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OC0537_STAMPING: H 122 1955
 OC0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC0537+STABILITY: SURFACE MOTION
 OC0537_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OC0537+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2005
 OC0537
 OC0537  HISTORY     - Date     Condition        Report By
 OC0537  HISTORY     - 1955     MONUMENTED       CGS
 OC0537  HISTORY     - 1976     GOOD             NGS
 OC0537  HISTORY     - 20050618 GOOD             GEOCAC
 OC0537
 OC0537                          STATION DESCRIPTION
 OC0537
 OC0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 OC0537'1 MI E FROM STEEP FALLS.
 OC0537'1.0 MILE EAST ALONG THE MAINE CENTRAIL RAILROAD FROM THE STATION
 OC0537'AT STEEP FALLS, ABOUT 0.35 MILE EAST OF MILE POST P 24, ABOUT 35
 OC0537'YARDS EAST OF WEST END OF A SHALLOW CUT, 34 1/2 FEET SOUTH OF
 OC0537'SOUTH RAIL, 24 FEET NORTHEAST OF CENTER LINE OF A DIM WOODS
 OC0537'ROAD, 86 FEET SOUTHWEST AND ACROSS TRACK FROM TELEPHONE POLE NO.
 OC0537'E 56, ABOUT 5 1/2 FEET ABOVE LEVEL OF TRACK AND SET IN THE TOP
 OC0537'OF A CONCRETE POST PROJECTING 5 INCHES.
 OC0537
 OC0537                          STATION RECOVERY (1976)
 OC0537
 OC0537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0537'RECOVERED IN GOOD CONDITION.
 OC0537
 OC0537                          STATION RECOVERY (2005)
 OC0537
 OC0537'RECOVERY NOTE BY GEOCACHING 2005 (JKS)
 OC0537'RECOVERED IN GOOD CONDITION AT THE DESCRIBED LOCATION. THE REFERENCED
 OC0537'TELEPHONE POLE IS NO LONGER THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1472 ***********************************************************************
 PE1472  DESIGNATION -  H 128
 PE1472  PID         -  PE1472
 PE1472  STATE/COUNTY-  ME/KENNEBEC
 PE1472  USGS QUAD   -  CLINTON (1988)
 PE1472
 PE1472                         *CURRENT SURVEY CONTROL
 PE1472  ___________________________________________________________________
 PE1472* NAD 83(1986)-  44 37 43.     (N)    069 31 14.     (W)     SCALED    
 PE1472* NAVD 88     -        47.455  (meters)     155.69   (feet)  ADJUSTED  
 PE1472  ___________________________________________________________________
 PE1472  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 PE1472  DYNAMIC HT  -          47.453 (meters)     155.69  (feet)  COMP
 PE1472  MODELED GRAV-     980,567.8   (mgal)                       NAVD 88
 PE1472  OBS GRAVITY -     980,566.6   (mgal)                       GRAV_OBS
 PE1472
 PE1472  VERT ORDER  -  FIRST     CLASS I
 PE1472
 PE1472.The horizontal coordinates were scaled from a topographic map and have
 PE1472.an estimated accuracy of +/- 6 seconds.
 PE1472
 PE1472.The orthometric height was determined by differential leveling
 PE1472.and adjusted by the National Geodetic Survey in June 1991..
 PE1472
 PE1472.The geoid height was determined by GEOID03.
 PE1472
 PE1472.The dynamic height is computed by dividing the NAVD 88
 PE1472.geopotential number by the normal gravity value computed on the
 PE1472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1472.degrees latitude (g = 980.6199 gals.).
 PE1472
 PE1472.The modeled gravity was interpolated from observed gravity values.
 PE1472.The observed gravity was obtained from relative gravimeter ties
 PE1472.to the IGSN71 gravity network.
 PE1472
 PE1472;                    North         East    Units  Estimated Accuracy
 PE1472;SPC ME W     -   199,660.      951,270.      MT  (+/- 180 meters Scaled)
 PE1472
 PE1472                          SUPERSEDED SURVEY CONTROL
 PE1472
 PE1472  NGVD 29 (??/??/92)   47.656  (m)          156.35   (f) ADJ UNCH    1 1
 PE1472
 PE1472.Superseded values are not recommended for survey control.
 PE1472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1472.See file dsdata.txt to determine how the superseded data were derived.
 PE1472
 PE1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK587418(NAD 83)
 PE1472_MARKER: DB = BENCH MARK DISK
 PE1472_SETTING: 66 = SET IN ROCK OUTCROP
 PE1472_SP_SET: ROCK CUT
 PE1472_STAMPING: H 128 1958
 PE1472_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1472+STABILITY: POSITION/ELEVATION WELL
 PE1472
 PE1472  HISTORY     - Date     Condition        Report By
 PE1472  HISTORY     - 1958     MONUMENTED       CGS
 PE1472  HISTORY     - 1966     GOOD             NGS
 PE1472  HISTORY     - 1978     GOOD             DOD
 PE1472
 PE1472                          STATION DESCRIPTION
 PE1472
 PE1472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE1472'1 MI SW FROM CLINTON.
 PE1472'ABOUT 0.95 MILE SOUTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM
 PE1472'THE STATION AT CLINTON, ABOUT 0.1 MILE NORTHEAST OF THE CROSSING
 PE1472'OF A PRIVATE ROAD AND MILEPOST P89/V162, SET VERTICALLY IN THE
 PE1472'SOUTHEAST FACE OF A 20-FOOT LONG ROCK LEDGE WHICH IS PART OF
 PE1472'A LONE DIRT AND ROCK CUT, 9.0 FEET NORTHWEST OF THE NORTHWEST
 PE1472'RAIL OF THE MAIN TRACK, 9 FEET NORTHEAST OF THE SOUTHWEST END
 PE1472'OF THE ROCK AND ABOUT LEVEL WITH THE TRACK.
 PE1472
 PE1472                          STATION RECOVERY (1978)
 PE1472
 PE1472'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE1472'MONUMENT IS 20 FEET NORTH WEST OF NORTH WEST RAIL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0668 ***********************************************************************
 PE0668  DESIGNATION -  H 129
 PE0668  PID         -  PE0668
 PE0668  STATE/COUNTY-  ME/KENNEBEC
 PE0668  USGS QUAD   -  BURNHAM (1982)
 PE0668
 PE0668                         *CURRENT SURVEY CONTROL
 PE0668  ___________________________________________________________________
 PE0668* NAD 83(1986)-  44 38 25.     (N)    069 29 21.     (W)     SCALED    
 PE0668* NAVD 88     -        63.245  (meters)     207.50   (feet)  ADJUSTED  
 PE0668  ___________________________________________________________________
 PE0668  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 PE0668  DYNAMIC HT  -          63.242 (meters)     207.49  (feet)  COMP
 PE0668  MODELED GRAV-     980,564.9   (mgal)                       NAVD 88
 PE0668  OBS GRAVITY -     980,561.8   (mgal)                       GRAV_OBS
 PE0668
 PE0668  VERT ORDER  -  FIRST     CLASS I
 PE0668
 PE0668.The horizontal coordinates were scaled from a topographic map and have
 PE0668.an estimated accuracy of +/- 6 seconds.
 PE0668
 PE0668.The orthometric height was determined by differential leveling
 PE0668.and adjusted by the National Geodetic Survey in June 1991..
 PE0668
 PE0668.The geoid height was determined by GEOID03.
 PE0668
 PE0668.The dynamic height is computed by dividing the NAVD 88
 PE0668.geopotential number by the normal gravity value computed on the
 PE0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0668.degrees latitude (g = 980.6199 gals.).
 PE0668
 PE0668.The modeled gravity was interpolated from observed gravity values.
 PE0668.The observed gravity was obtained from relative gravimeter ties
 PE0668.to the IGSN71 gravity network.
 PE0668
 PE0668;                    North         East    Units  Estimated Accuracy
 PE0668;SPC ME W     -   200,980.      953,750.      MT  (+/- 180 meters Scaled)
 PE0668
 PE0668                          SUPERSEDED SURVEY CONTROL
 PE0668
 PE0668  NGVD 29 (??/??/92)   63.447  (m)          208.16   (f) ADJ UNCH    1 1
 PE0668
 PE0668.Superseded values are not recommended for survey control.
 PE0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0668.See file dsdata.txt to determine how the superseded data were derived.
 PE0668
 PE0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK612431(NAD 83)
 PE0668_MARKER: DB = BENCH MARK DISK
 PE0668_SETTING: 66 = SET IN ROCK OUTCROP
 PE0668_SP_SET: ROCK CUT
 PE0668_STAMPING: H 129 1958
 PE0668_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0668+STABILITY: POSITION/ELEVATION WELL
 PE0668
 PE0668  HISTORY     - Date     Condition        Report By
 PE0668  HISTORY     - 1958     MONUMENTED       CGS
 PE0668  HISTORY     - 1966     GOOD             NGS
 PE0668  HISTORY     - 1978     GOOD             DOD
 PE0668
 PE0668                          STATION DESCRIPTION
 PE0668
 PE0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0668'1 MI NE FROM CLINTON.
 PE0668'0.2 MILES SOUTH ALONG RAILROAD STREET FROM THE MAINE CENTRAL
 PE0668'RAILROAD STATION AT CLINTON, THENCE 0.75 MILES NORTHEAST ALONG
 PE0668'STATE HIGHWAY 11 AND 100, SET IN THE TOP OF A ROCK IN A ROCK
 PE0668'CUT NORTH OF THE HIGHWAY, 28 FEET NORTH OF THE CENTER LINE OF
 PE0668'THE HIGHWAY, 261 FEET EAST OF THE CENTER LINE OF JUNCTION OF
 PE0668'DRIVE NORTH TO A FARM HOUSE, 287 FEET EAST OF THE EAST CITY
 PE0668'LIMITS OF CLINTON, 377 FEET EAST OF THE CENTER LINE OF CHANNING
 PE0668'STREET, ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 PE0668
 PE0668                          STATION RECOVERY (1966)
 PE0668
 PE0668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 PE0668'RECOVERED IN GOOD CONDITION.
 PE0668
 PE0668                          STATION RECOVERY (1978)
 PE0668
 PE0668'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE0668'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0318 ***********************************************************************
 QG0318  DESIGNATION -  H 13
 QG0318  PID         -  QG0318
 QG0318  STATE/COUNTY-  ME/PISCATAQUIS
 QG0318  USGS QUAD   -  SEBOEIS LAKE (1988)
 QG0318
 QG0318                         *CURRENT SURVEY CONTROL
 QG0318  ___________________________________________________________________
 QG0318* NAD 83(1986)-  45 28 58.     (N)    068 56 14.     (W)     SCALED    
 QG0318* NAVD 88     -       135.047  (meters)     443.07   (feet)  ADJUSTED  
 QG0318  ___________________________________________________________________
 QG0318  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 QG0318  DYNAMIC HT  -         135.045 (meters)     443.06  (feet)  COMP
 QG0318  MODELED GRAV-     980,603.2   (mgal)                       NAVD 88
 QG0318
 QG0318  VERT ORDER  -  FIRST     CLASS II
 QG0318
 QG0318.The horizontal coordinates were scaled from a topographic map and have
 QG0318.an estimated accuracy of +/- 6 seconds.
 QG0318
 QG0318.The orthometric height was determined by differential leveling
 QG0318.and adjusted by the National Geodetic Survey in June 1991..
 QG0318
 QG0318.The geoid height was determined by GEOID03.
 QG0318
 QG0318.The dynamic height is computed by dividing the NAVD 88
 QG0318.geopotential number by the normal gravity value computed on the
 QG0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0318.degrees latitude (g = 980.6199 gals.).
 QG0318
 QG0318.The modeled gravity was interpolated from observed gravity values.
 QG0318
 QG0318;                    North         East    Units  Estimated Accuracy
 QG0318;SPC ME E     -   201,890.      265,820.      MT  (+/- 180 meters Scaled)
 QG0318
 QG0318                          SUPERSEDED SURVEY CONTROL
 QG0318
 QG0318  NGVD 29 (??/??/92)  135.217  (m)          443.62   (f) ADJ UNCH    1 2
 QG0318
 QG0318.Superseded values are not recommended for survey control.
 QG0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0318.See file dsdata.txt to determine how the superseded data were derived.
 QG0318
 QG0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL049365(NAD 83)
 QG0318_MARKER: DB = BENCH MARK DISK
 QG0318_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QG0318_SP_SET: CULVERT
 QG0318_STAMPING: H 13 1927 443.624
 QG0318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG0318
 QG0318  HISTORY     - Date     Condition        Report By
 QG0318  HISTORY     - 1927     MONUMENTED       CGS
 QG0318  HISTORY     - 1953     GOOD             NGS
 QG0318
 QG0318                          STATION DESCRIPTION
 QG0318
 QG0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 QG0318'AT PACKARDS.
 QG0318'AT PACKARDS, ABOUT 0.25 MILE NORTHEAST ALONG THE BANGOR AND
 QG0318'AROOSTOOK RAILROAD FROM THE JUNCTION OF TRACKS, ABOUT 0.1 MILE
 QG0318'NORTHEAST OF THE FLAG STATION, IN THE TOP OF THE NORTHEAST END
 QG0318'OF SOUTHEAST HEAD WALL OF 8-FOOT CONCRETE CULVERT NO. 86.48, 20
 QG0318'FEET SOUTHEAST OF SOUTHEAST RAIL OF SOUTHEAST TRACK, 34 FEET
 QG0318'SOUTHEAST OF SOUTHEAST RAIL OF NORTHWEST TRACK, 103 FEET
 QG0318'SOUTHWEST OF POST MARKING SOUTHWEST END OF SECTION 232 AND
 QG0318'NORTHEAST END OF SECTION 129 AND ABOUT 2 1/2 FEET BELOW TOP OF
 QG0318'RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0752 ***********************************************************************
 PE0752  DESIGNATION -  H 130
 PE0752  PID         -  PE0752
 PE0752  STATE/COUNTY-  ME/PENOBSCOT
 PE0752  USGS QUAD   -  PLYMOUTH (1982)
 PE0752
 PE0752                         *CURRENT SURVEY CONTROL
 PE0752  ___________________________________________________________________
 PE0752* NAD 83(1986)-  44 48 01.     (N)    069 13 12.     (W)     SCALED    
 PE0752* NAVD 88     -        73.936  (meters)     242.57   (feet)  ADJUSTED  
 PE0752  ___________________________________________________________________
 PE0752  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 PE0752  DYNAMIC HT  -          73.932 (meters)     242.56  (feet)  COMP
 PE0752  MODELED GRAV-     980,568.6   (mgal)                       NAVD 88
 PE0752
 PE0752  VERT ORDER  -  SECOND    CLASS 0
 PE0752
 PE0752.The horizontal coordinates were scaled from a topographic map and have
 PE0752.an estimated accuracy of +/- 6 seconds.
 PE0752
 PE0752.The orthometric height was determined by differential leveling
 PE0752.and adjusted by the National Geodetic Survey in June 1991..
 PE0752
 PE0752.The geoid height was determined by GEOID03.
 PE0752
 PE0752.The dynamic height is computed by dividing the NAVD 88
 PE0752.geopotential number by the normal gravity value computed on the
 PE0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0752.degrees latitude (g = 980.6199 gals.).
 PE0752
 PE0752.The modeled gravity was interpolated from observed gravity values.
 PE0752
 PE0752;                    North         East    Units  Estimated Accuracy
 PE0752;SPC ME E     -   126,200.      243,040.      MT  (+/- 180 meters Scaled)
 PE0752
 PE0752                          SUPERSEDED SURVEY CONTROL
 PE0752
 PE0752  NGVD 29 (??/??/92)   74.154  (m)          243.29   (f) ADJ UNCH    2 0
 PE0752
 PE0752.Superseded values are not recommended for survey control.
 PE0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0752.See file dsdata.txt to determine how the superseded data were derived.
 PE0752
 PE0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK826607(NAD 83)
 PE0752_MARKER: DB = BENCH MARK DISK
 PE0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0752_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0752_STAMPING: H 130 1958
 PE0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0752+STABILITY: SURFACE MOTION
 PE0752
 PE0752  HISTORY     - Date     Condition        Report By
 PE0752  HISTORY     - 1958     MONUMENTED       CGS
 PE0752  HISTORY     - 1980     MARK NOT FOUND   USGS
 PE0752
 PE0752                          STATION DESCRIPTION
 PE0752
 PE0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0752'4.4 MI SE FROM NEWPORT.
 PE0752'2.75 MILES SOUTHEAST ALONG U.S. HIGHWAY 2 AND STATE HIGHWAY 100
 PE0752'FROM THE BRIDGE OVER THE EAST BRANCH OF THE SEBASTICOOK RIVER
 PE0752'AT NEWPORT, THENCE 1.65 MILES SOUTH ALONG STATE HIGHWAY 7, ABOUT
 PE0752'0.2 MILE NORTH OF THE JUNCTION OF A GRAVEL ROAD WEST, ABOUT 0.1
 PE0752'MILE SOUTH OF THE CENTER LINE OF JUNCTION OF DRIVE WEST TO A
 PE0752'FARM HOUSE, ABOUT 0.2 MILES SOUTH OF A BREAK IN THE GRADE, ABOUT
 PE0752'0.2 MILE NORTH OF THE NORTH END OF A LONG CURVE WITH TANGENTS TO
 PE0752'THE NORTH AND SOUTHEAST, 2 POLES SOUTH OF A POWER POLE WITH AN
 PE0752'TRANSFORMER AND 3 POLES NORTH OF POWER POLE WITH A TRANSFORMER
 PE0752'AND A GUY WIRE, 23 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 PE0752'4 FEET SOUTHWEST OF POWER AND TELEPHONE POLE 46-49, 4 FEET
 PE0752'SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY,
 PE0752'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 PE0752
 PE0752                          STATION RECOVERY (1980)
 PE0752
 PE0752'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 PE0752'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0633 ***********************************************************************
 PE0633  DESIGNATION -  H 131
 PE0633  PID         -  PE0633
 PE0633  STATE/COUNTY-  ME/PENOBSCOT
 PE0633  USGS QUAD   -  HERMON (1978)
 PE0633
 PE0633                         *CURRENT SURVEY CONTROL
 PE0633  ___________________________________________________________________
 PE0633* NAD 83(1986)-  44 45 49.     (N)    068 58 38.     (W)     SCALED    
 PE0633* NAVD 88     -        81.474  (meters)     267.30   (feet)  ADJUSTED  
 PE0633  ___________________________________________________________________
 PE0633  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 PE0633  DYNAMIC HT  -          81.470 (meters)     267.29  (feet)  COMP
 PE0633  MODELED GRAV-     980,570.3   (mgal)                       NAVD 88
 PE0633
 PE0633  VERT ORDER  -  SECOND    CLASS 0
 PE0633
 PE0633.The horizontal coordinates were scaled from a topographic map and have
 PE0633.an estimated accuracy of +/- 6 seconds.
 PE0633
 PE0633.The orthometric height was determined by differential leveling
 PE0633.and adjusted by the National Geodetic Survey in June 1991..
 PE0633
 PE0633.The geoid height was determined by GEOID03.
 PE0633
 PE0633.The dynamic height is computed by dividing the NAVD 88
 PE0633.geopotential number by the normal gravity value computed on the
 PE0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0633.degrees latitude (g = 980.6199 gals.).
 PE0633
 PE0633.The modeled gravity was interpolated from observed gravity values.
 PE0633
 PE0633;                    North         East    Units  Estimated Accuracy
 PE0633;SPC ME E     -   121,990.      262,220.      MT  (+/- 180 meters Scaled)
 PE0633
 PE0633                          SUPERSEDED SURVEY CONTROL
 PE0633
 PE0633  NGVD 29 (??/??/92)   81.688  (m)          268.00   (f) ADJ UNCH    2 0
 PE0633
 PE0633.Superseded values are not recommended for survey control.
 PE0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0633.See file dsdata.txt to determine how the superseded data were derived.
 PE0633
 PE0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK018566(NAD 83)
 PE0633_MARKER: DB = BENCH MARK DISK
 PE0633_SETTING: 66 = SET IN ROCK OUTCROP
 PE0633_SP_SET: ROCK OUTCROP
 PE0633_STAMPING: H 131 1958
 PE0633_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0633+STABILITY: POSITION/ELEVATION WELL
 PE0633
 PE0633  HISTORY     - Date     Condition        Report By
 PE0633  HISTORY     - 1958     MONUMENTED       CGS
 PE0633
 PE0633                          STATION DESCRIPTION
 PE0633
 PE0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0633'4.6 MI SE FROM CARMEL.
 PE0633'4.6 MILES SOUTHEAST ALONG BLACKTOP ROAD FROM THE POST OFFICE AT
 PE0633'CARMEL, ABOUT 0.75 MILES SOUTHEAST OF THE JUNCTION OF GRAVEL ROAD
 PE0633'SOUTHEAST, ABOUT 88 YARDS NORTH OF A DIRT CROSS ROAD, SET IN THE
 PE0633'TOP OF A ROCK OUTCROP IN A SHALLOW CUT EAST OF THE ROAD, 18 FEET EAST
 PE0633'OF THE CENTER LINE OF THE ROAD, 6 FEET NORTH OF THE SOUTH END OF
 PE0633'THE CUT, 6 FEET SOUTH OF THE NORTH END OF THE CUT, ABOUT LEVEL
 PE0633'WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0629 ***********************************************************************
 PE0629  DESIGNATION -  H 132
 PE0629  PID         -  PE0629
 PE0629  STATE/COUNTY-  ME/PENOBSCOT
 PE0629  USGS QUAD   -  BANGOR (1991)
 PE0629
 PE0629                         *CURRENT SURVEY CONTROL
 PE0629  ___________________________________________________________________
 PE0629* NAD 83(1986)-  44 47 53.     (N)    068 48 22.     (W)     SCALED    
 PE0629* NAVD 88     -        49.077  (meters)     161.01   (feet)  ADJUSTED  
 PE0629  ___________________________________________________________________
 PE0629  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 PE0629  DYNAMIC HT  -          49.075 (meters)     161.01  (feet)  COMP
 PE0629  MODELED GRAV-     980,580.9   (mgal)                       NAVD 88
 PE0629
 PE0629  VERT ORDER  -  SECOND    CLASS 0
 PE0629
 PE0629.The horizontal coordinates were scaled from a topographic map and have
 PE0629.an estimated accuracy of +/- 6 seconds.
 PE0629
 PE0629.The orthometric height was determined by differential leveling
 PE0629.and adjusted by the National Geodetic Survey in June 1991..
 PE0629
 PE0629.The geoid height was determined by GEOID03.
 PE0629
 PE0629.The dynamic height is computed by dividing the NAVD 88
 PE0629.geopotential number by the normal gravity value computed on the
 PE0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0629.degrees latitude (g = 980.6199 gals.).
 PE0629
 PE0629.The modeled gravity was interpolated from observed gravity values.
 PE0629
 PE0629;                    North         East    Units  Estimated Accuracy
 PE0629;SPC ME E     -   125,750.      275,780.      MT  (+/- 180 meters Scaled)
 PE0629
 PE0629                          SUPERSEDED SURVEY CONTROL
 PE0629
 PE0629  NGVD 29 (??/??/92)   49.282  (m)          161.69   (f) ADJ UNCH    2 0
 PE0629
 PE0629.Superseded values are not recommended for survey control.
 PE0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0629.See file dsdata.txt to determine how the superseded data were derived.
 PE0629
 PE0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK153605(NAD 83)
 PE0629_MARKER: DB = BENCH MARK DISK
 PE0629_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE0629_SP_SET: BUILDING
 PE0629_STAMPING: H 132 1958
 PE0629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0629
 PE0629  HISTORY     - Date     Condition        Report By
 PE0629  HISTORY     - 1958     MONUMENTED       CGS
 PE0629  HISTORY     - 1963     GOOD             NGS
 PE0629  HISTORY     - 1984     GOOD             USPSQD
 PE0629  HISTORY     - 1988     GOOD             USPSQD
 PE0629  HISTORY     - 1990     GOOD             USPSQD
 PE0629
 PE0629                          STATION DESCRIPTION
 PE0629
 PE0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0629'1.3 MI W FROM BANGOR.
 PE0629'1.3 MILES WEST ALONG U.S. HIGHWAY 2 AND STATE HIGHWAY 100 FROM
 PE0629'ITS JUNCTION WITH STATE HIGHWAYS 222 AND 9 AT BANGOR, SET
 PE0629'VERTICALLY IN THE EAST FACE OF THE GENERAL ELECTRIC SUPPLY
 PE0629'COMPANY BUILDING, 140 FEET WEST OF THE CENTER OF THE WEST BOUND
 PE0629'TRAFFIC LANE OF U.S. HIGHWAY 2 AND STATE HIGHWAY 100, 169 FEET
 PE0629'SOUTH OF THE CENTER LINE OF THE ROAD TO DOW FIELD, 52 1/2 FEET
 PE0629'WEST OF THE CENTER LINE OF THE SERVICE ROAD, 1 FOOT NORTH OF THE
 PE0629'SOUTHEAST CORNER OF THE BUILDING, ABOUT 2 FEET ABOVE THE LEVEL
 PE0629'OF THE GROUND.
 PE0629
 PE0629                          STATION RECOVERY (1963)
 PE0629
 PE0629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 PE0629'RECOVERED IN GOOD CONDITION.
 PE0629
 PE0629                          STATION RECOVERY (1984)
 PE0629
 PE0629'RECOVERY NOTE BY US POWER SQUADRON 1984
 PE0629'RECOVERED IN GOOD CONDITION.
 PE0629
 PE0629                          STATION RECOVERY (1988)
 PE0629
 PE0629'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE0629'RECOVERED IN GOOD CONDITION.
 PE0629
 PE0629                          STATION RECOVERY (1990)
 PE0629
 PE0629'RECOVERY NOTE BY US POWER SQUADRON 1990 (ELG)
 PE0629'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0580 ***********************************************************************
 PE0580  DESIGNATION -  H 133
 PE0580  PID         -  PE0580
 PE0580  STATE/COUNTY-  ME/PENOBSCOT
 PE0580  USGS QUAD   -  OLD TOWN (1988)
 PE0580
 PE0580                         *CURRENT SURVEY CONTROL
 PE0580  ___________________________________________________________________
 PE0580* NAD 83(1986)-  44 59 26.     (N)    068 38 57.     (W)     SCALED    
 PE0580* NAVD 88     -        40.083  (meters)     131.51   (feet)  ADJUSTED  
 PE0580  ___________________________________________________________________
 PE0580  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 PE0580  DYNAMIC HT  -          40.082 (meters)     131.50  (feet)  COMP
 PE0580  MODELED GRAV-     980,599.4   (mgal)                       NAVD 88
 PE0580
 PE0580  VERT ORDER  -  SECOND    CLASS 0
 PE0580
 PE0580.The horizontal coordinates were scaled from a topographic map and have
 PE0580.an estimated accuracy of +/- 6 seconds.
 PE0580
 PE0580.The orthometric height was determined by differential leveling
 PE0580.and adjusted by the National Geodetic Survey in June 1991..
 PE0580
 PE0580.The geoid height was determined by GEOID03.
 PE0580
 PE0580.The dynamic height is computed by dividing the NAVD 88
 PE0580.geopotential number by the normal gravity value computed on the
 PE0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0580.degrees latitude (g = 980.6199 gals.).
 PE0580
 PE0580.The modeled gravity was interpolated from observed gravity values.
 PE0580
 PE0580;                    North         East    Units  Estimated Accuracy
 PE0580;SPC ME E     -   147,110.      288,240.      MT  (+/- 180 meters Scaled)
 PE0580
 PE0580                          SUPERSEDED SURVEY CONTROL
 PE0580
 PE0580  NGVD 29 (??/??/92)   40.290  (m)          132.18   (f) ADJ UNCH    2 0
 PE0580
 PE0580.Superseded values are not recommended for survey control.
 PE0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0580.See file dsdata.txt to determine how the superseded data were derived.
 PE0580
 PE0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK276819(NAD 83)
 PE0580_MARKER: DB = BENCH MARK DISK
 PE0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0580_STAMPING: H 133 1958
 PE0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0580+STABILITY: SURFACE MOTION
 PE0580
 PE0580  HISTORY     - Date     Condition        Report By
 PE0580  HISTORY     - 1958     MONUMENTED       CGS
 PE0580
 PE0580                          STATION DESCRIPTION
 PE0580
 PE0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0580'7 MI N FROM OLD TOWN.
 PE0580'2.95 MILES NORTHWEST ALONG STATE HIGHWAY 43 FROM ITS JUNCTION
 PE0580'WITH U.S. HIGHWAY 2 AT OLD TOWN, THENCE 2.25 MILES NORTH ALONG
 PE0580'STATE HIGHWAY 16, THENCE 1.75 MILES EAST ALONG STATE HIGHWAY 116,
 PE0580'AT THE JUNCTION OF A WOODS ROAD SOUTH, 26 FEET SOUTH OF THE
 PE0580'CENTER LINE OF THE HIGHWAY, 33 FEET EAST OF THE CENTER LINE OF
 PE0580'THE WOODS ROAD, 42 FEET SOUTHEAST OF THE CENTER LINE OF THE
 PE0580'JUNCTION OF THE WOODS ROAD, 3 FEET SOUTH OF A METAL WITNESS POST,
 PE0580'ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, SET IN THE TOP
 PE0580'OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0002 ***********************************************************************
 RE0002  DESIGNATION -  H 134
 RE0002  PID         -  RE0002
 RE0002  STATE/COUNTY-  ME/AROOSTOOK
 RE0002  USGS QUAD   -  HOULTON NORTH (1984)
 RE0002
 RE0002                         *CURRENT SURVEY CONTROL
 RE0002  ___________________________________________________________________
 RE0002* NAD 83(1986)-  46 07 30.     (N)    067 48 59.     (W)     SCALED    
 RE0002* NAVD 88     -       162.949  (meters)     534.61   (feet)  ADJUSTED  
 RE0002  ___________________________________________________________________
 RE0002  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 RE0002  DYNAMIC HT  -         162.959 (meters)     534.64  (feet)  COMP
 RE0002  MODELED GRAV-     980,671.7   (mgal)                       NAVD 88
 RE0002
 RE0002  VERT ORDER  -  FIRST     CLASS II
 RE0002
 RE0002.The horizontal coordinates were scaled from a topographic map and have
 RE0002.an estimated accuracy of +/- 6 seconds.
 RE0002
 RE0002.The orthometric height was determined by differential leveling
 RE0002.and adjusted by the National Geodetic Survey in June 1991..
 RE0002
 RE0002.The geoid height was determined by GEOID03.
 RE0002
 RE0002.The dynamic height is computed by dividing the NAVD 88
 RE0002.geopotential number by the normal gravity value computed on the
 RE0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0002.degrees latitude (g = 980.6199 gals.).
 RE0002
 RE0002.The modeled gravity was interpolated from observed gravity values.
 RE0002
 RE0002;                    North         East    Units  Estimated Accuracy
 RE0002;SPC ME E     -   273,390.      352,830.      MT  (+/- 180 meters Scaled)
 RE0002
 RE0002                          SUPERSEDED SURVEY CONTROL
 RE0002
 RE0002  NGVD 29 (??/??/92)  163.139  (m)          535.23   (f) ADJ UNCH    1 2
 RE0002
 RE0002.Superseded values are not recommended for survey control.
 RE0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0002.See file dsdata.txt to determine how the superseded data were derived.
 RE0002
 RE0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM914086(NAD 83)
 RE0002_MARKER: DB = BENCH MARK DISK
 RE0002_SETTING: 66 = SET IN ROCK OUTCROP
 RE0002_SP_SET: BEDROCK
 RE0002_STAMPING: H 134 1958
 RE0002_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RE0002+STABILITY: POSITION/ELEVATION WELL
 RE0002
 RE0002  HISTORY     - Date     Condition        Report By
 RE0002  HISTORY     - 1958     MONUMENTED       CGS
 RE0002  HISTORY     - 1978     GOOD             NGS
 RE0002
 RE0002                          STATION DESCRIPTION
 RE0002
 RE0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 RE0002'1.2 MI E FROM HOULTON.
 RE0002'ABOUT 1.15 MILES EAST ALONG U.S. HIGHWAY 2 FROM THE POST OFFICE
 RE0002'AT HOULTON, SET IN THE TOP OF A 10-FOOT BY 3-FOOT EXPOSED
 RE0002'PORTION OF BEDROCK, 127 FEET SOUTH OF THE CENTER LINE OF THE
 RE0002'HIGHWAY, 106 FEET SOUTH OF POWER POLE 2-55, 81 FEET
 RE0002'EAST-SOUTHEAST OF THE EAST EDGE OF A SMALL POND, 30 FEET WEST OF
 RE0002'A FENCE LINE, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY.
 RE0002
 RE0002                          STATION RECOVERY (1978)
 RE0002
 RE0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 RE0002'DELETE-10-FT. BY 3-FT.--REPLACE WITH 3-FT. BY 2-FT.
 RE0002'DELETE-30 FEET WEST OF A FENCE LINE. THIS HAS BEEN DESIGNATED
 RE0002'AS A BASIC NET A LEVEL LINE JUNCTION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0492 ***********************************************************************
 QG0492  DESIGNATION -  H 136
 QG0492  PID         -  QG0492
 QG0492  STATE/COUNTY-  ME/PENOBSCOT
 QG0492  USGS QUAD   -  LINCOLN WEST (1988)
 QG0492
 QG0492                         *CURRENT SURVEY CONTROL
 QG0492  ___________________________________________________________________
 QG0492* NAD 83(1986)-  45 20 21.     (N)    068 35 24.     (W)     SCALED    
 QG0492* NAVD 88     -        52.666  (meters)     172.79   (feet)  ADJUSTED  
 QG0492  ___________________________________________________________________
 QG0492  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 QG0492  DYNAMIC HT  -          52.666 (meters)     172.79  (feet)  COMP
 QG0492  MODELED GRAV-     980,622.9   (mgal)                       NAVD 88
 QG0492
 QG0492  VERT ORDER  -  FIRST     CLASS II
 QG0492
 QG0492.The horizontal coordinates were scaled from a topographic map and have
 QG0492.an estimated accuracy of +/- 6 seconds.
 QG0492
 QG0492.The orthometric height was determined by differential leveling
 QG0492.and adjusted by the National Geodetic Survey in June 1991..
 QG0492
 QG0492.The geoid height was determined by GEOID03.
 QG0492
 QG0492.The dynamic height is computed by dividing the NAVD 88
 QG0492.geopotential number by the normal gravity value computed on the
 QG0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0492.degrees latitude (g = 980.6199 gals.).
 QG0492
 QG0492.The modeled gravity was interpolated from observed gravity values.
 QG0492
 QG0492;                    North         East    Units  Estimated Accuracy
 QG0492;SPC ME E     -   185,840.      292,950.      MT  (+/- 180 meters Scaled)
 QG0492
 QG0492                          SUPERSEDED SURVEY CONTROL
 QG0492
 QG0492  NGVD 29 (??/??/92)   52.852  (m)          173.40   (f) ADJ UNCH    1 2
 QG0492
 QG0492.Superseded values are not recommended for survey control.
 QG0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0492.See file dsdata.txt to determine how the superseded data were derived.
 QG0492
 QG0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL321207(NAD 83)
 QG0492_MARKER: DB = BENCH MARK DISK
 QG0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0492_STAMPING: H 136 1959
 QG0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0492+STABILITY: SURFACE MOTION
 QG0492
 QG0492  HISTORY     - Date     Condition        Report By
 QG0492  HISTORY     - 1959     MONUMENTED       CGS
 QG0492  HISTORY     - 1978     GOOD             NGS
 QG0492  HISTORY     - 1978     GOOD             NGS
 QG0492  HISTORY     - 1978     GOOD             NGS
 QG0492  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QG0492
 QG0492                          STATION DESCRIPTION
 QG0492
 QG0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QG0492'9.1 MI NE FROM HOWLAND.
 QG0492'9.10 MILES NORTHEAST ALONG STATE HIGHWAY 116 FROM THE NORTH END
 QG0492'OF THE LARGE HIGHWAY 116 BRIDGE OVER THE PISCATAQUIS RIVER AT
 QG0492'HOWLAND, ALONG THE SOUTH BANK OF THE MATTAMISCONTIS STREAM, 50
 QG0492'FEET NORTHWEST OF CENTER LINE OF HIGHWAY, 29 FEET NORTH OF CENTER
 QG0492'LINE OF A DRIVEWAY LEADING WEST, 86 FEET WEST OF THE WEST CORNER
 QG0492'OF HIGHWAY BRIDGE OVER STREAM, 3 FEET SOUTH OF WHITE METAL
 QG0492'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, SET IN TOP OF A
 QG0492'CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND.
 QG0492
 QG0492                          STATION RECOVERY (1978)
 QG0492
 QG0492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0492'2.2 MILES WEST ALONG STATE HIGHWAY 116 FROM THE NORTH END OF THE STATE
 QG0492'HIGHWAY 116 BRIDGE ACROSS THE PISCATAQUIS RIVER AT HOWLAND TO A Y-
 QG0492'JUNCTION, THENCE 6.7 MILES NORTHEAST ALONG STATE HIGHWAY 116,
 QG0492'87.7 FT. WEST OF THE WEST ABUTMENT OF THE BRIDGE ACROSS MATTAMISCONTIS
 QG0492'STREAM, 48.7 FT. NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 33.7 FT.
 QG0492'NORTHEAST OF THE CENTER LINE OF A GRAVEL ROAD LEADING NORTHWEST.
 QG0492
 QG0492                          STATION RECOVERY (1978)
 QG0492
 QG0492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0492'2.2 MILES WEST ALONG STATE HIGHWAY 116 FROM THE NORTH END OF THE STATE
 QG0492'HIGHWAY 116 BRIDGE ACROSS THE PISCATAQUIS RIVER AT HOWLAND TO A Y-
 QG0492'JUNCTION, THENCE 6.7 MILES NORTHEAST ALONG STATE HIGHWAY 116,
 QG0492'87.7 FT. WEST OF THE WEST ABUTMENT OF THE BRIDGE ACROSS MATTAMISCONTIS
 QG0492'STREAM, 48.7 FT. NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 33.7 FT.
 QG0492'NORTHEAST OF THE CENTER LINE OF A GRAVEL ROAD LEADING NORTHWEST.
 QG0492
 QG0492                          STATION RECOVERY (1978)
 QG0492
 QG0492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0492'2.2 MILES WEST ALONG STATE HIGHWAY 116 FROM THE NORTH END OF THE STATE
 QG0492'HIGHWAY 116 BRIDGE ACROSS THE PISCATAQUIS RIVER AT HOWLAND TO A Y-
 QG0492'JUNCTION, THENCE 6.7 MILES NORTHEAST ALONG STATE HIGHWAY 116,
 QG0492'87.7 FT. WEST OF THE WEST ABUTMENT OF THE BRIDGE ACROSS MATTAMISCONTIS
 QG0492'STREAM, 48.7 FT. NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 33.7 FT.
 QG0492'NORTHEAST OF THE CENTER LINE OF A GRAVEL ROAD LEADING NORTHWEST.
 QG0492
 QG0492                          STATION RECOVERY (1985)
 QG0492
 QG0492'RECOVERY NOTE BY US POWER SQUADRON 1985 (LR)
 QG0492'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0582 ***********************************************************************
 QG0582  DESIGNATION -  H 137
 QG0582  PID         -  QG0582
 QG0582  STATE/COUNTY-  ME/PENOBSCOT
 QG0582  USGS QUAD   -  MEDUNKEUNK LAKE (1988)
 QG0582
 QG0582                         *CURRENT SURVEY CONTROL
 QG0582  ___________________________________________________________________
 QG0582* NAD 83(1986)-  45 36 23.     (N)    068 31 43.     (W)     SCALED    
 QG0582* NAVD 88     -       100.077  (meters)     328.34   (feet)  ADJUSTED  
 QG0582  ___________________________________________________________________
 QG0582  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 QG0582  DYNAMIC HT  -         100.078 (meters)     328.34  (feet)  COMP
 QG0582  MODELED GRAV-     980,629.3   (mgal)                       NAVD 88
 QG0582
 QG0582  VERT ORDER  -  SECOND    CLASS 0
 QG0582
 QG0582.The horizontal coordinates were scaled from a topographic map and have
 QG0582.an estimated accuracy of +/- 6 seconds.
 QG0582
 QG0582.The orthometric height was determined by differential leveling
 QG0582.and adjusted by the National Geodetic Survey in June 1991..
 QG0582
 QG0582.The geoid height was determined by GEOID03.
 QG0582
 QG0582.The dynamic height is computed by dividing the NAVD 88
 QG0582.geopotential number by the normal gravity value computed on the
 QG0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0582.degrees latitude (g = 980.6199 gals.).
 QG0582
 QG0582.The modeled gravity was interpolated from observed gravity values.
 QG0582
 QG0582;                    North         East    Units  Estimated Accuracy
 QG0582;SPC ME E     -   215,530.      297,770.      MT  (+/- 180 meters Scaled)
 QG0582
 QG0582                          SUPERSEDED SURVEY CONTROL
 QG0582
 QG0582  NGVD 29 (??/??/92)  100.277  (m)          328.99   (f) ADJ UNCH    2 0
 QG0582
 QG0582.Superseded values are not recommended for survey control.
 QG0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0582.See file dsdata.txt to determine how the superseded data were derived.
 QG0582
 QG0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL367504(NAD 83)
 QG0582_MARKER: DB = BENCH MARK DISK
 QG0582_SETTING: 80 = SET IN A BOULDER
 QG0582_SP_SET: BOULDER
 QG0582_STAMPING: H 137 1959
 QG0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0582+STABILITY: SURFACE MOTION
 QG0582
 QG0582  HISTORY     - Date     Condition        Report By
 QG0582  HISTORY     - 1959     MONUMENTED       CGS
 QG0582  HISTORY     - 19930622 MARK NOT FOUND   USPSQD
 QG0582
 QG0582                          STATION DESCRIPTION
 QG0582
 QG0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QG0582'0.4 MI E FROM MEDWAY.
 QG0582'0.4 MILE EAST ALONG STATE HIGHWAY 157 FROM THE JUNCTION OF STATE
 QG0582'HIGHWAYS 11 AND 157 AT MEDWAY, SET ON TOP OF A LARGE FLAT
 QG0582'GRANITE BOULDER PROJECTING 6 INCHES ABOVE THE GROUND, ABOUT 500
 QG0582'FEET NORTHEAST OF THE MEDWAY HIGH SCHOOL, NEAR THE NORTHEAST
 QG0582'CORNER OF THE SCHOOL GROUNDS, 41.0 FEET SOUTH-SOUTHWEST OF THE
 QG0582'CENTER LINE OF THE HIGHWAY, 25.4 FEET NORTHEAST OF A WIRE FENCE,
 QG0582'7 FEET WEST OF A WHITE METAL WITNESS POST AND ABOUT LEVEL WITH
 QG0582'THE HIGHWAY.
 QG0582
 QG0582                          STATION RECOVERY (1993)
 QG0582
 QG0582'RECOVERY NOTE BY US POWER SQUADRON 1993 (ELG)
 QG0582'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0115 ***********************************************************************
 QG0115  DESIGNATION -  H 138
 QG0115  PID         -  QG0115
 QG0115  STATE/COUNTY-  ME/PENOBSCOT
 QG0115  USGS QUAD   -  SALMON STREAM LAKE (1988)
 QG0115
 QG0115                         *CURRENT SURVEY CONTROL
 QG0115  ___________________________________________________________________
 QG0115* NAD 83(1986)-  45 43 12.     (N)    068 28 39.     (W)     SCALED    
 QG0115* NAVD 88     -       123.234  (meters)     404.31   (feet)  ADJUSTED  
 QG0115  ___________________________________________________________________
 QG0115  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 QG0115  DYNAMIC HT  -         123.237 (meters)     404.32  (feet)  COMP
 QG0115  MODELED GRAV-     980,636.6   (mgal)                       NAVD 88
 QG0115
 QG0115  VERT ORDER  -  SECOND    CLASS 0
 QG0115
 QG0115.The horizontal coordinates were scaled from a topographic map and have
 QG0115.an estimated accuracy of +/- 6 seconds.
 QG0115
 QG0115.The orthometric height was determined by differential leveling
 QG0115.and adjusted by the National Geodetic Survey in June 1991..
 QG0115
 QG0115.The geoid height was determined by GEOID03.
 QG0115
 QG0115.The dynamic height is computed by dividing the NAVD 88
 QG0115.geopotential number by the normal gravity value computed on the
 QG0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0115.degrees latitude (g = 980.6199 gals.).
 QG0115
 QG0115.The modeled gravity was interpolated from observed gravity values.
 QG0115
 QG0115;                    North         East    Units  Estimated Accuracy
 QG0115;SPC ME E     -   228,160.      301,750.      MT  (+/- 180 meters Scaled)
 QG0115
 QG0115                          SUPERSEDED SURVEY CONTROL
 QG0115
 QG0115  NGVD 29 (??/??/92)  123.419  (m)          404.92   (f) ADJ UNCH    2 0
 QG0115
 QG0115.Superseded values are not recommended for survey control.
 QG0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0115.See file dsdata.txt to determine how the superseded data were derived.
 QG0115
 QG0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL406630(NAD 83)
 QG0115_MARKER: DB = BENCH MARK DISK
 QG0115_SETTING: 66 = SET IN ROCK OUTCROP
 QG0115_SP_SET: ROCK OUTCROP
 QG0115_STAMPING: H 138 1959
 QG0115_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0115+STABILITY: POSITION/ELEVATION WELL
 QG0115
 QG0115  HISTORY     - Date     Condition        Report By
 QG0115  HISTORY     - 1959     MONUMENTED       CGS
 QG0115  HISTORY     - 19851107 GOOD             USPSQD
 QG0115
 QG0115                          STATION DESCRIPTION
 QG0115
 QG0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QG0115'13.2 MI NE FROM MEDWAY.
 QG0115'5.3 MILES NORTH-NORTHWEST ALONG STATE HIGHWAY 11 FROM ITS JUNCTION
 QG0115'WITH STATE HIGHWAY 157 AT MEDWAY, THENCE 2.4 MILES EAST ALONG
 QG0115'THE MAIN TRAVELED GRAVEL ROAD, THENCE 2.6 MILES SOUTHEAST ALONG A
 QG0115'GRAVEL ROAD, THENCE 1.9 MILES EAST ALONG A WOODS ROAD, THENCE
 QG0115'1.0 MILE NORTH ALONG DIM TRAIL, ALONG THE EAST SHORE OF SALMON LAKE
 QG0115'STREAM, ABOUT 0.5 MILE NORTH OF THE SOUTH END OF THE LAKE, SET
 QG0115'ON THE TOP OF AN 8-BY-6 FOOT OUTCROP PROJECTING 3 FEET ABOVE
 QG0115'THE GROUND AND THE LAKE LEVEL, ABOUT 200 YARDS SOUTH OF A SMALL
 QG0115'COVER AND ABOUT 15 FEET WEST OF THE WOODS EDGE.
 QG0115
 QG0115                          STATION RECOVERY (1985)
 QG0115
 QG0115'RECOVERY NOTE BY US POWER SQUADRON 1985 (DVH)
 QG0115'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0176 ***********************************************************************
 QG0176  DESIGNATION -  H 139
 QG0176  PID         -  QG0176
 QG0176  STATE/COUNTY-  ME/AROOSTOOK
 QG0176  USGS QUAD   -  CRYSTAL (1989)
 QG0176
 QG0176                         *CURRENT SURVEY CONTROL
 QG0176  ___________________________________________________________________
 QG0176* NAD 83(1986)-  45 59 18.     (N)    068 16 54.     (W)     SCALED    
 QG0176* NAVD 88     -       160.484  (meters)     526.52   (feet)  ADJUSTED  
 QG0176  ___________________________________________________________________
 QG0176  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 QG0176  DYNAMIC HT  -         160.490 (meters)     526.54  (feet)  COMP
 QG0176  MODELED GRAV-     980,653.5   (mgal)                       NAVD 88
 QG0176
 QG0176  VERT ORDER  -  SECOND    CLASS 0
 QG0176
 QG0176.The horizontal coordinates were scaled from a topographic map and have
 QG0176.an estimated accuracy of +/- 6 seconds.
 QG0176
 QG0176.The orthometric height was determined by differential leveling
 QG0176.and adjusted by the National Geodetic Survey in June 1991..
 QG0176
 QG0176.The geoid height was determined by GEOID03.
 QG0176
 QG0176.The dynamic height is computed by dividing the NAVD 88
 QG0176.geopotential number by the normal gravity value computed on the
 QG0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0176.degrees latitude (g = 980.6199 gals.).
 QG0176
 QG0176.The modeled gravity was interpolated from observed gravity values.
 QG0176
 QG0176;                    North         East    Units  Estimated Accuracy
 QG0176;SPC ME E     -   258,000.      316,920.      MT  (+/- 180 meters Scaled)
 QG0176
 QG0176                          SUPERSEDED SURVEY CONTROL
 QG0176
 QG0176  NGVD 29 (??/??/92)  160.656  (m)          527.09   (f) ADJ UNCH    2 0
 QG0176
 QG0176.Superseded values are not recommended for survey control.
 QG0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0176.See file dsdata.txt to determine how the superseded data were derived.
 QG0176
 QG0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL556930(NAD 83)
 QG0176_MARKER: DB = BENCH MARK DISK
 QG0176_SETTING: 80 = SET IN A BOULDER
 QG0176_SP_SET: BOULDER
 QG0176_STAMPING: H 139 1959
 QG0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0176+STABILITY: SURFACE MOTION
 QG0176
 QG0176  HISTORY     - Date     Condition        Report By
 QG0176  HISTORY     - 1959     MONUMENTED       CGS
 QG0176  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QG0176
 QG0176                          STATION DESCRIPTION
 QG0176
 QG0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QG0176'3.7 MI S FROM ISLAND FALLS.
 QG0176'1.95 MILES WEST ALONG STATE HIGHWAY 159 FROM THE JUNCTION OF
 QG0176'U.S. HIGHWAY 2 AND STATE HIGHWAY 159 AT ISLAND FALLS, THENCE
 QG0176'1.75 MILES SOUTHEAST ALONG AN ASPHALT ROAD, 0.6 MILE NORTHWEST OF
 QG0176'JUNCTION U.S. HIGHWAY 2, ON TOP OF A 3 BY 3 FOOT BOULDER
 QG0176'PROJECTING 2 FEET ABOVE THE GROUND, 18 FEET WEST-SOUTHWEST OF
 QG0176'CENTERLINE OF ASPHALT ROAD, 1 FOOT ABOVE THE LEVEL OF THE ROAD.
 QG0176
 QG0176                          STATION RECOVERY (1985)
 QG0176
 QG0176'RECOVERY NOTE BY US POWER SQUADRON 1985 (BRP)
 QG0176'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0666 ***********************************************************************
 PE0666  DESIGNATION -  H 14
 PE0666  PID         -  PE0666
 PE0666  STATE/COUNTY-  ME/PENOBSCOT
 PE0666  USGS QUAD   -  PLYMOUTH (1982)
 PE0666
 PE0666                         *CURRENT SURVEY CONTROL
 PE0666  ___________________________________________________________________
 PE0666* NAD 83(1986)-  44 49 18.     (N)    069 12 14.     (W)     SCALED    
 PE0666* NAVD 88     -        74.916  (meters)     245.79   (feet)  ADJUSTED  
 PE0666  ___________________________________________________________________
 PE0666  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 PE0666  DYNAMIC HT  -          74.912 (meters)     245.77  (feet)  COMP
 PE0666  MODELED GRAV-     980,567.8   (mgal)                       NAVD 88
 PE0666
 PE0666  VERT ORDER  -  FIRST     CLASS I
 PE0666
 PE0666.The horizontal coordinates were scaled from a topographic map and have
 PE0666.an estimated accuracy of +/- 6 seconds.
 PE0666
 PE0666.The orthometric height was determined by differential leveling
 PE0666.and adjusted by the National Geodetic Survey in June 1991..
 PE0666.WARNING-Repeat measurements at this control monument indicate possible
 PE0666.vertical movement.
 PE0666
 PE0666.The geoid height was determined by GEOID03.
 PE0666
 PE0666.The dynamic height is computed by dividing the NAVD 88
 PE0666.geopotential number by the normal gravity value computed on the
 PE0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0666.degrees latitude (g = 980.6199 gals.).
 PE0666
 PE0666.The modeled gravity was interpolated from observed gravity values.
 PE0666
 PE0666;                    North         East    Units  Estimated Accuracy
 PE0666;SPC ME E     -   128,570.      244,330.      MT  (+/- 180 meters Scaled)
 PE0666
 PE0666                          SUPERSEDED SURVEY CONTROL
 PE0666
 PE0666  NGVD 29 (??/??/92)   75.134  (m)          246.50   (f) ADJ UNCH    1 1
 PE0666
 PE0666.Superseded values are not recommended for survey control.
 PE0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0666.See file dsdata.txt to determine how the superseded data were derived.
 PE0666
 PE0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK838631(NAD 83)
 PE0666_MARKER: DB = BENCH MARK DISK
 PE0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0666_STAMPING: H 14 1927 246.102
 PE0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0666+STABILITY: SURFACE MOTION
 PE0666
 PE0666  HISTORY     - Date     Condition        Report By
 PE0666  HISTORY     - 1927     MONUMENTED       CGS
 PE0666  HISTORY     - 1966     GOOD             NGS
 PE0666  HISTORY     - 1980     GOOD             USGS
 PE0666  HISTORY     - 1984     GOOD             USPSQD
 PE0666  HISTORY     - 1988     GOOD             USPSQD
 PE0666
 PE0666                          STATION DESCRIPTION
 PE0666
 PE0666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0666'3.5 MI SE FROM NEWPORT.
 PE0666'3.5 MILES SOUTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE0666'STATION AT NEWPORT, ABOUT 0.1 MILE EAST OF MILEPOST V138/P113,
 PE0666'7 RAILS WEST OF A BLACK TOPPED ROAD CROSSING, 60.3 FEET NORTH
 PE0666'OF THE NORTH RAIL, 90 1/2 FEET SOUTH OF THE CENTER LINE OF THE
 PE0666'ROAD, 43 FEET SOUTHWEST OF A LONE 10-INCH ELM TREE, 39 FEET
 PE0666'NORTHWEST OF THE WEST END OF A 30-INCH PIPE CULVERT UNDER AN
 PE0666'ABANDONED DRIVE, ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK,
 PE0666'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT.
 PE0666'NOTE-- LEVELING INDICATES THAT THE MARK HAS RAISED ABOUT 1
 PE0666'DECIMETER.
 PE0666
 PE0666                          STATION RECOVERY (1980)
 PE0666
 PE0666'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 PE0666'RECOVERED IN GOOD CONDITION.
 PE0666
 PE0666                          STATION RECOVERY (1984)
 PE0666
 PE0666'RECOVERY NOTE BY US POWER SQUADRON 1984
 PE0666'RECOVERED IN GOOD CONDITION.
 PE0666
 PE0666                          STATION RECOVERY (1988)
 PE0666
 PE0666'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE0666'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0265 ***********************************************************************
 PE0265  DESIGNATION -  H 144
 PE0265  PID         -  PE0265
 PE0265  STATE/COUNTY-  ME/HANCOCK
 PE0265  USGS QUAD   -  SALSBURY COVE (1981)
 PE0265
 PE0265                         *CURRENT SURVEY CONTROL
 PE0265  ___________________________________________________________________
 PE0265* NAD 83(1986)-  44 26 59.     (N)    068 21 51.     (W)     SCALED    
 PE0265* NAVD 88     -        29.198  (meters)      95.79   (feet)  ADJUSTED  
 PE0265  ___________________________________________________________________
 PE0265  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 PE0265  DYNAMIC HT  -          29.196 (meters)      95.79  (feet)  COMP
 PE0265  MODELED GRAV-     980,567.0   (mgal)                       NAVD 88
 PE0265
 PE0265  VERT ORDER  -  SECOND    CLASS 0
 PE0265
 PE0265.This mark is at Hancock Co-Bar Harbor Airport (BHB)
 PE0265
 PE0265.The horizontal coordinates were scaled from a topographic map and have
 PE0265.an estimated accuracy of +/- 6 seconds.
 PE0265
 PE0265.The orthometric height was determined by differential leveling
 PE0265.and adjusted by the National Geodetic Survey in June 1991..
 PE0265
 PE0265.The geoid height was determined by GEOID03.
 PE0265
 PE0265.The dynamic height is computed by dividing the NAVD 88
 PE0265.geopotential number by the normal gravity value computed on the
 PE0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0265.degrees latitude (g = 980.6199 gals.).
 PE0265
 PE0265.The modeled gravity was interpolated from observed gravity values.
 PE0265
 PE0265;                    North         East    Units  Estimated Accuracy
 PE0265;SPC ME E     -    87,010.      310,810.      MT  (+/- 180 meters Scaled)
 PE0265
 PE0265                          SUPERSEDED SURVEY CONTROL
 PE0265
 PE0265  NGVD 29 (??/??/92)   29.389  (m)           96.42   (f) ADJ UNCH    2 0
 PE0265
 PE0265.Superseded values are not recommended for survey control.
 PE0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0265.See file dsdata.txt to determine how the superseded data were derived.
 PE0265
 PE0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK505220(NAD 83)
 PE0265_MARKER: DB = BENCH MARK DISK
 PE0265_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE0265_SP_SET: FOUNDATION
 PE0265_STAMPING: H 144 1962
 PE0265_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE0265_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0265
 PE0265  HISTORY     - Date     Condition        Report By
 PE0265  HISTORY     - 1962     MONUMENTED       CGS
 PE0265  HISTORY     - 1965     GOOD             NGS
 PE0265  HISTORY     - 1979     GOOD             NGS
 PE0265  HISTORY     - 1987     GOOD             USPSQD
 PE0265  HISTORY     - 19951011 GOOD             CHANCE
 PE0265
 PE0265                          STATION DESCRIPTION
 PE0265
 PE0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 PE0265'7.8 MI S FROM ELLSWORTH.
 PE0265'1.3 MILES EAST AND SOUTH FROM THE POST OFFICE AT ELLSWORTH ON
 PE0265'U.S. HIGHWAY 1 AND STATE HIGHWAY 3 TO THE TRIANGLE, THENCE SOUTH
 PE0265'ON HIGHWAY 3 FOR 6.55 MILES TO THE AIRPORT ROAD ON THE LEFT,
 PE0265'THENCE 0.15 MILE EAST TO BAR HARBOR AIRPORT.  SET VERTICALLY
 PE0265'IN THE SOUTHEAST CONCRETE FOUNDATION AT THE SOUTH CORNER OF A
 PE0265'19 X 11 FOOT BRICK BUILDING (FORMER POWER HOUSE) IN REAR OF
 PE0265'THE HANGARS, 43 YARDS NORTH OF BM B 144, 1.5 FEET NORTHEAST OF
 PE0265'THE SOUTH CORNER OF THE BUILDING AND 1 FOOT ABOVE THE GROUND.
 PE0265
 PE0265                          STATION RECOVERY (1979)
 PE0265
 PE0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 PE0265'RECOVERED IN GOOD CONDITION.
 PE0265
 PE0265                          STATION RECOVERY (1987)
 PE0265
 PE0265'RECOVERY NOTE BY US POWER SQUADRON 1987 (ELG)
 PE0265'RECOVERED IN GOOD CONDITION.
 PE0265
 PE0265                          STATION RECOVERY (1995)
 PE0265
 PE0265'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KB)
 PE0265'RECOVERED AS DESCRIBED.  HANGARS REFERRED TO IN DESCRIPTION NO LONGER
 PE0265'EXIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0314 ***********************************************************************
 PE0314  DESIGNATION -  H 145
 PE0314  PID         -  PE0314
 PE0314  STATE/COUNTY-  ME/HANCOCK
 PE0314  USGS QUAD   -  BARTLETT ISLAND (1981)
 PE0314
 PE0314                         *CURRENT SURVEY CONTROL
 PE0314  ___________________________________________________________________
 PE0314* NAD 83(1986)-  44 16 11.     (N)    068 23 57.     (W)     SCALED    
 PE0314* NAVD 88     -        17.256  (meters)      56.61   (feet)  ADJUSTED  
 PE0314  ___________________________________________________________________
 PE0314  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 PE0314  DYNAMIC HT  -          17.255 (meters)      56.61  (feet)  COMP
 PE0314  MODELED GRAV-     980,552.4   (mgal)                       NAVD 88
 PE0314
 PE0314  VERT ORDER  -  SECOND    CLASS 0
 PE0314
 PE0314.The horizontal coordinates were scaled from a topographic map and have
 PE0314.an estimated accuracy of +/- 6 seconds.
 PE0314
 PE0314.The orthometric height was determined by differential leveling
 PE0314.and adjusted by the National Geodetic Survey in June 1991..
 PE0314
 PE0314.The geoid height was determined by GEOID03.
 PE0314
 PE0314.The dynamic height is computed by dividing the NAVD 88
 PE0314.geopotential number by the normal gravity value computed on the
 PE0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0314.degrees latitude (g = 980.6199 gals.).
 PE0314
 PE0314.The modeled gravity was interpolated from observed gravity values.
 PE0314
 PE0314;                    North         East    Units  Estimated Accuracy
 PE0314;SPC ME E     -    67,010.      308,050.      MT  (+/- 180 meters Scaled)
 PE0314
 PE0314                          SUPERSEDED SURVEY CONTROL
 PE0314
 PE0314  NGVD 29 (??/??/92)   17.448  (m)           57.24   (f) ADJ UNCH    2 0
 PE0314
 PE0314.Superseded values are not recommended for survey control.
 PE0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0314.See file dsdata.txt to determine how the superseded data were derived.
 PE0314
 PE0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK479020(NAD 83)
 PE0314_MARKER: DB = BENCH MARK DISK
 PE0314_SETTING: 66 = SET IN ROCK OUTCROP
 PE0314_SP_SET: BEDROCK
 PE0314_STAMPING: H 145 1962
 PE0314_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0314+STABILITY: POSITION/ELEVATION WELL
 PE0314
 PE0314  HISTORY     - Date     Condition        Report By
 PE0314  HISTORY     - 1962     MONUMENTED       CGS
 PE0314  HISTORY     - 1977     GOOD             USGS
 PE0314
 PE0314                          STATION DESCRIPTION
 PE0314
 PE0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PE0314'0.5 MI NW FROM WEST TREMONT.
 PE0314'0.5 MILE NORTHWEST ON STATE HIGHWAY 102 FROM THE WEST TREMONT
 PE0314'METHODIST CHURCH OR 0.2 MILE SOUTH OF SEAL COVE POST OFFICE.
 PE0314'SET IN A DRILL HOLE IN THE TOP AND AT THE EAST END OF A BEDROCK.
 PE0314'37 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 19 FEET SOUTH
 PE0314'OF A POWER AND CABLE LINE POLE NO. 104, ABOUT LEVEL WITH THE
 PE0314'HIGHWAY.
 PE0314
 PE0314                          STATION RECOVERY (1977)
 PE0314
 PE0314'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 PE0314'OLD POWER POLE GONE. 20.3 FT S. OF TRANSFORMER POLE NO. 28. NOTE
 PE0314'LEDGE IS NOW IN CENTER OF DRIVE TO TRAILER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0337 ***********************************************************************
 PE0337  DESIGNATION -  H 146 RESET 1967
 PE0337  PID         -  PE0337
 PE0337  STATE/COUNTY-  ME/HANCOCK
 PE0337  USGS QUAD   -  BLUE HILL (1981)
 PE0337
 PE0337                         *CURRENT SURVEY CONTROL
 PE0337  ___________________________________________________________________
 PE0337* NAD 83(1986)-  44 26 51.     (N)    068 34 07.     (W)     SCALED    
 PE0337* NAVD 88     -       106.03   (meters)     347.9    (feet)  RESET     
 PE0337  ___________________________________________________________________
 PE0337  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 PE0337
 PE0337  VERT ORDER  -  THIRD
 PE0337
 PE0337.The horizontal coordinates were scaled from a topographic map and have
 PE0337.an estimated accuracy of +/- 6 seconds.
 PE0337
 PE0337.The orthometric height was computed from unverified reset data.
 PE0337
 PE0337.The geoid height was determined by GEOID03.
 PE0337
 PE0337;                    North         East    Units  Estimated Accuracy
 PE0337;SPC ME E     -    86,760.      294,540.      MT  (+/- 180 meters Scaled)
 PE0337
 PE0337                          SUPERSEDED SURVEY CONTROL
 PE0337
 PE0337.No superseded survey control is available for this station.
 PE0337
 PE0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK343216(NAD 83)
 PE0337_MARKER: DB = BENCH MARK DISK
 PE0337_SETTING: 80 = SET IN A BOULDER
 PE0337_SP_SET: BOULDER
 PE0337_STAMPING: H 146 RESET 1967
 PE0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0337+STABILITY: SURFACE MOTION
 PE0337
 PE0337  HISTORY     - Date     Condition        Report By
 PE0337  HISTORY     - 1967     MONUMENTED       CGS
 PE0337
 PE0337                          STATION DESCRIPTION
 PE0337
 PE0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 PE0337'2.6 MI NE FROM BLUE HILL.
 PE0337'SET IN A DRILL HOLE IN A LARGE BOULDER (119 FEET NORTHWEST OF
 PE0337'OLD MARK), ABOUT 2.45 MILES NORTHEAST ALONG STATE HIGHWAY 172
 PE0337'FROM THE BLUE HILL POST OFFICE, THENCE 0.1 MILE NORTHWEST TO
 PE0337'THE BLUE HILL AIRPORT (PRIVATELY OWNED BY H.P. BECTON), 0.2 MILE
 PE0337'NORTHWEST OF THE SOUTHEAST END OF THE RUNWAY, 0.5 MILE SOUTHEAST
 PE0337'OF THE NORTHWEST END, ON THE NORTHEAST SIDE OF THE RUNWAY, IN
 PE0337'A 3 X 5 FOOT BOULDER THAT PROJECTS 1 FOOT, 53 FEET NORTHEAST
 PE0337'OF THE NORTHEAST EDGE OF THE RUNWAY, AND 13 FEET SOUTHWEST OF
 PE0337'THE PROPERTY FENCE (BOTH WIRE AND STONE).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0362 ***********************************************************************
 PD0362  DESIGNATION -  H 147
 PD0362  PID         -  PD0362
 PD0362  STATE/COUNTY-  ME/WASHINGTON
 PD0362  USGS QUAD   -  CHERRYFIELD (1978)
 PD0362
 PD0362                         *CURRENT SURVEY CONTROL
 PD0362  ___________________________________________________________________
 PD0362* NAD 83(1986)-  44 30 39.     (N)    067 57 52.     (W)     SCALED    
 PD0362* NAVD 88     -        12.358  (meters)      40.54   (feet)  ADJUSTED  
 PD0362  ___________________________________________________________________
 PD0362  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 PD0362  DYNAMIC HT  -          12.357 (meters)      40.54  (feet)  COMP
 PD0362  MODELED GRAV-     980,566.5   (mgal)                       NAVD 88
 PD0362
 PD0362  VERT ORDER  -  SECOND    CLASS 0
 PD0362
 PD0362.The horizontal coordinates were scaled from a topographic map and have
 PD0362.an estimated accuracy of +/- 6 seconds.
 PD0362
 PD0362.The orthometric height was determined by differential leveling
 PD0362.and adjusted by the National Geodetic Survey in June 1991..
 PD0362.WARNING-Repeat measurements at this control monument indicate possible
 PD0362.vertical movement.
 PD0362
 PD0362.The geoid height was determined by GEOID03.
 PD0362
 PD0362.The dynamic height is computed by dividing the NAVD 88
 PD0362.geopotential number by the normal gravity value computed on the
 PD0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0362.degrees latitude (g = 980.6199 gals.).
 PD0362
 PD0362.The modeled gravity was interpolated from observed gravity values.
 PD0362
 PD0362;                    North         East    Units  Estimated Accuracy
 PD0362;SPC ME E     -    93,930.      342,580.      MT  (+/- 180 meters Scaled)
 PD0362
 PD0362                          SUPERSEDED SURVEY CONTROL
 PD0362
 PD0362  NGVD 29 (??/??/92)   12.555  (m)           41.19   (f) ADJ UNCH    2 0
 PD0362
 PD0362.Superseded values are not recommended for survey control.
 PD0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0362.See file dsdata.txt to determine how the superseded data were derived.
 PD0362
 PD0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK823291(NAD 83)
 PD0362_MARKER: DB = BENCH MARK DISK
 PD0362_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PD0362_SP_SET: BRIDGE
 PD0362_STAMPING: H 147 1962
 PD0362_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PD0362
 PD0362  HISTORY     - Date     Condition        Report By
 PD0362  HISTORY     - 1962     MONUMENTED       CGS
 PD0362  HISTORY     - 1966     GOOD             NGS
 PD0362
 PD0362                          STATION DESCRIPTION
 PD0362
 PD0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PD0362'AT STEUBEN.
 PD0362'AT STEUBEN, ALONG OLD U.S. HIGHWAY 1, ABOUT 0.1 MILE NORTHWEST
 PD0362'OF THE TOWN PARK, SET ON THE TOP OF THE NORTHEAST CONCRETE WING
 PD0362'WALL OF THE OLD U.S. HIGHWAY 1 BRIDGE OVER TUNK STREAM, AT THE
 PD0362'SOUTHEAST END OF BRIDGE, 18 FEET NORTHEAST OF THE CENTER LINE OF
 PD0362'THE OLD U.S. HIGHWAY 1 AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0426 ***********************************************************************
 PD0426  DESIGNATION -  H 148
 PD0426  PID         -  PD0426
 PD0426  STATE/COUNTY-  ME/WASHINGTON
 PD0426  USGS QUAD   -  ADDISON (1975)
 PD0426
 PD0426                         *CURRENT SURVEY CONTROL
 PD0426  ___________________________________________________________________
 PD0426* NAD 83(1986)-  44 36 46.     (N)    067 41 21.     (W)     SCALED    
 PD0426* NAVD 88     -        59.694  (meters)     195.85   (feet)  ADJUSTED  
 PD0426  ___________________________________________________________________
 PD0426  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 PD0426  DYNAMIC HT  -          59.692 (meters)     195.84  (feet)  COMP
 PD0426  MODELED GRAV-     980,577.5   (mgal)                       NAVD 88
 PD0426
 PD0426  VERT ORDER  -  SECOND    CLASS 0
 PD0426
 PD0426.The horizontal coordinates were scaled from a topographic map and have
 PD0426.an estimated accuracy of +/- 6 seconds.
 PD0426
 PD0426.The orthometric height was determined by differential leveling
 PD0426.and adjusted by the National Geodetic Survey in June 1991..
 PD0426
 PD0426.The geoid height was determined by GEOID03.
 PD0426
 PD0426.The dynamic height is computed by dividing the NAVD 88
 PD0426.geopotential number by the normal gravity value computed on the
 PD0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0426.degrees latitude (g = 980.6199 gals.).
 PD0426
 PD0426.The modeled gravity was interpolated from observed gravity values.
 PD0426
 PD0426;                    North         East    Units  Estimated Accuracy
 PD0426;SPC ME E     -   105,440.      364,350.      MT  (+/- 180 meters Scaled)
 PD0426
 PD0426                          SUPERSEDED SURVEY CONTROL
 PD0426
 PD0426  NGVD 29 (??/??/92)   59.908  (m)          196.55   (f) ADJ UNCH    2 0
 PD0426
 PD0426.Superseded values are not recommended for survey control.
 PD0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0426.See file dsdata.txt to determine how the superseded data were derived.
 PD0426
 PD0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK040407(NAD 83)
 PD0426_MARKER: DB = BENCH MARK DISK
 PD0426_SETTING: 66 = SET IN ROCK OUTCROP
 PD0426_SP_SET: BEDROCK
 PD0426_STAMPING: H 148 1962
 PD0426_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0426+STABILITY: POSITION/ELEVATION WELL
 PD0426
 PD0426  HISTORY     - Date     Condition        Report By
 PD0426  HISTORY     - 1962     MONUMENTED       CGS
 PD0426
 PD0426                          STATION DESCRIPTION
 PD0426
 PD0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PD0426'3.3 MI SE FROM COLUMBIA FALLS.
 PD0426'3.3 MILES SOUTH AND SOUTHEAST ALONG STATE HIGHWAY 187 FROM ITS
 PD0426'JUNCTION WITH U.S. HIGHWAY 1 AT COLUMBIA FALLS, ABOUT 1.35 MILES
 PD0426'SOUTHEAST OF A ROAD JUNCTION AT TRACY CORNERS, NEAR THE CREST
 PD0426'OF A HILL, SET ON THE TOP AND AT ABOUT THE HIGHEST PART OF A
 PD0426'LARGE BEDROCK, 116 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 PD0426'ABOUT MIDWAY BETWEEN POWER LINE POLES 125 AND 126, ABOUT FLUSH
 PD0426'WITH THE GROUND AND THE LEVEL OF THE HIGHWAY SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0448 ***********************************************************************
 PD0448  DESIGNATION -  H 149
 PD0448  PID         -  PD0448
 PD0448  STATE/COUNTY-  ME/WASHINGTON
 PD0448  USGS QUAD   -  JONESPORT (1977)
 PD0448
 PD0448                         *CURRENT SURVEY CONTROL
 PD0448  ___________________________________________________________________
 PD0448* NAD 83(1986)-  44 32 19.     (N)    067 35 24.     (W)     SCALED    
 PD0448* NAVD 88     -         7.919  (meters)      25.98   (feet)  ADJUSTED  
 PD0448  ___________________________________________________________________
 PD0448  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 PD0448  DYNAMIC HT  -           7.919 (meters)      25.98  (feet)  COMP
 PD0448  MODELED GRAV-     980,590.7   (mgal)                       NAVD 88
 PD0448
 PD0448  VERT ORDER  -  SECOND    CLASS 0
 PD0448
 PD0448.The horizontal coordinates were scaled from a topographic map and have
 PD0448.an estimated accuracy of +/- 6 seconds.
 PD0448
 PD0448.The orthometric height was determined by differential leveling
 PD0448.and adjusted by the National Geodetic Survey in June 1991..
 PD0448
 PD0448.The geoid height was determined by GEOID03.
 PD0448
 PD0448.The dynamic height is computed by dividing the NAVD 88
 PD0448.geopotential number by the normal gravity value computed on the
 PD0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0448.degrees latitude (g = 980.6199 gals.).
 PD0448
 PD0448.The modeled gravity was interpolated from observed gravity values.
 PD0448
 PD0448;                    North         East    Units  Estimated Accuracy
 PD0448;SPC ME E     -    97,280.      372,320.      MT  (+/- 180 meters Scaled)
 PD0448
 PD0448                          SUPERSEDED SURVEY CONTROL
 PD0448
 PD0448  NGVD 29 (??/??/92)    8.132  (m)           26.68   (f) ADJ UNCH    2 0
 PD0448
 PD0448.Superseded values are not recommended for survey control.
 PD0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0448.See file dsdata.txt to determine how the superseded data were derived.
 PD0448
 PD0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK120326(NAD 83)
 PD0448_MARKER: DB = BENCH MARK DISK
 PD0448_SETTING: 66 = SET IN ROCK OUTCROP
 PD0448_SP_SET: BEDROCK
 PD0448_STAMPING: H 149 1962
 PD0448_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0448+STABILITY: POSITION/ELEVATION WELL
 PD0448
 PD0448  HISTORY     - Date     Condition        Report By
 PD0448  HISTORY     - 1962     MONUMENTED       CGS
 PD0448  HISTORY     - 1976     GOOD             LOCSUR
 PD0448
 PD0448                          STATION DESCRIPTION
 PD0448
 PD0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PD0448'0.8 MI NE FROM JONESPORT.
 PD0448'0.8 MILE NORTHEAST ALONG STATE HIGHWAY 187 FROM THE POST OFFICE
 PD0448'AT JONESPORT, 0.6 MILE NORTHEAST OF THE CONCRETE BRIDGE OVER
 PD0448'CROSS COVE, SET ON THE TOP AND ABOUT IN THE CENTER OF A 20-BY-12
 PD0448'FOOT BEDROCK FLUSH WITH THE GROUND, 58.6 FEET NORTH OF THE CENTER
 PD0448'LINE OF THE HIGHWAY, 98 FEET NORTHEAST OF THE CENTER OF THE T
 PD0448'JUNCTION OF THE HIGHWAY AND THE KELLEY ROAD LEADING SOUTHEAST,
 PD0448'61 FEET WEST OF THE CENTER LINE OF A DIM ROAD LEADING NORTH,
 PD0448'84 FEET NORTHWEST OF AND ACROSS THE HIGHWAY FROM POWER LINE POLE
 PD0448'NO. 40, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 PD0448
 PD0448                          STATION RECOVERY (1976)
 PD0448
 PD0448'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 PD0448'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1128 ***********************************************************************
 PE1128  DESIGNATION -  H 15
 PE1128  PID         -  PE1128
 PE1128  STATE/COUNTY-  ME/KENNEBEC
 PE1128  USGS QUAD   -  READFIELD (1980)
 PE1128
 PE1128                         *CURRENT SURVEY CONTROL
 PE1128  ___________________________________________________________________
 PE1128* NAD 83(1986)-  44 22 45.     (N)    069 56 21.     (W)     SCALED    
 PE1128* NAVD 88     -        96.080  (meters)     315.22   (feet)  ADJUSTED  
 PE1128  ___________________________________________________________________
 PE1128  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 PE1128  DYNAMIC HT  -          96.073 (meters)     315.20  (feet)  COMP
 PE1128  MODELED GRAV-     980,537.9   (mgal)                       NAVD 88
 PE1128  OBS GRAVITY -     980,532.2   (mgal)                       GRAV_OBS
 PE1128
 PE1128  VERT ORDER  -  FIRST     CLASS I
 PE1128
 PE1128.The horizontal coordinates were scaled from a topographic map and have
 PE1128.an estimated accuracy of +/- 6 seconds.
 PE1128
 PE1128.The orthometric height was determined by differential leveling
 PE1128.and adjusted by the National Geodetic Survey in June 1991..
 PE1128
 PE1128.The geoid height was determined by GEOID03.
 PE1128
 PE1128.The dynamic height is computed by dividing the NAVD 88
 PE1128.geopotential number by the normal gravity value computed on the
 PE1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1128.degrees latitude (g = 980.6199 gals.).
 PE1128
 PE1128.The modeled gravity was interpolated from observed gravity values.
 PE1128.The observed gravity was obtained from relative gravimeter ties
 PE1128.to the IGSN71 gravity network.
 PE1128
 PE1128;                    North         East    Units  Estimated Accuracy
 PE1128;SPC ME W     -   171,770.      918,130.      MT  (+/- 180 meters Scaled)
 PE1128
 PE1128                          SUPERSEDED SURVEY CONTROL
 PE1128
 PE1128  NGVD 29 (??/??/92)   96.268  (m)          315.84   (f) ADJ UNCH    1 1
 PE1128
 PE1128.Superseded values are not recommended for survey control.
 PE1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1128.See file dsdata.txt to determine how the superseded data were derived.
 PE1128
 PE1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK251144(NAD 83)
 PE1128_MARKER: DB = BENCH MARK DISK
 PE1128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1128_STAMPING: H 15 1927 315.839
 PE1128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1128+STABILITY: SURFACE MOTION
 PE1128
 PE1128  HISTORY     - Date     Condition        Report By
 PE1128  HISTORY     - 1927     MONUMENTED       CGS
 PE1128  HISTORY     - 1966     GOOD             NGS
 PE1128  HISTORY     - 1978     GOOD             DOD
 PE1128  HISTORY     - 19940806 GOOD             USPSQD
 PE1128
 PE1128                          STATION DESCRIPTION
 PE1128
 PE1128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE1128'AT READFIELD STA.
 PE1128'AT READFIELD STA., NEAR THE CROSSING OF STATE HIGHWAY 17, ABOUT
 PE1128'0.15 MILE EAST OF MILEPOST P 62/V192, 77 FEET NORTHWEST OF THE
 PE1128'CENTER OF THE CROSSING, 36.0 FEET NORTH OF THE NORTH RAIL OF
 PE1128'THE MAIN TRACK, 44.5 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 PE1128'23 FEET SOUTH OF THE CENTER LINE OF DRIVE LEADING TO A WOODEN
 PE1128'FRAME HOUSE, 19 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A
 PE1128'METAL CONTROL BOX, 18 FEET SOUTHWEST OF POWER LINE POLE 188-216,
 PE1128'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 PE1128'POST PROJECTING 0.3 FOOT.
 PE1128
 PE1128                          STATION RECOVERY (1978)
 PE1128
 PE1128'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE1128'RECOVERED IN GOOD CONDITION.
 PE1128
 PE1128                          STATION RECOVERY (1994)
 PE1128
 PE1128'RECOVERY NOTE BY US POWER SQUADRON 1994
 PE1128'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0234 ***********************************************************************
 PD0234  DESIGNATION -  H 150
 PD0234  PID         -  PD0234
 PD0234  STATE/COUNTY-  ME/WASHINGTON
 PD0234  USGS QUAD   -  MACHIAS (1977)
 PD0234
 PD0234                         *CURRENT SURVEY CONTROL
 PD0234  ___________________________________________________________________
 PD0234* NAD 83(1986)-  44 37 33.     (N)    067 28 41.     (W)     SCALED    
 PD0234* NAVD 88     -        22.283  (meters)      73.11   (feet)  ADJUSTED  
 PD0234  ___________________________________________________________________
 PD0234  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 PD0234  DYNAMIC HT  -          22.283 (meters)      73.11  (feet)  COMP
 PD0234  MODELED GRAV-     980,594.5   (mgal)                       NAVD 88
 PD0234
 PD0234  VERT ORDER  -  SECOND    CLASS 0
 PD0234
 PD0234.The horizontal coordinates were scaled from a topographic map and have
 PD0234.an estimated accuracy of +/- 6 seconds.
 PD0234
 PD0234.The orthometric height was determined by differential leveling
 PD0234.and adjusted by the National Geodetic Survey in June 1991..
 PD0234
 PD0234.The geoid height was determined by GEOID03.
 PD0234
 PD0234.The dynamic height is computed by dividing the NAVD 88
 PD0234.geopotential number by the normal gravity value computed on the
 PD0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0234.degrees latitude (g = 980.6199 gals.).
 PD0234
 PD0234.The modeled gravity was interpolated from observed gravity values.
 PD0234
 PD0234;                    North         East    Units  Estimated Accuracy
 PD0234;SPC ME E     -   107,080.      381,090.      MT  (+/- 180 meters Scaled)
 PD0234
 PD0234                          SUPERSEDED SURVEY CONTROL
 PD0234
 PD0234  NGVD 29 (??/??/92)   22.497  (m)           73.81   (f) ADJ UNCH    2 0
 PD0234
 PD0234.Superseded values are not recommended for survey control.
 PD0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0234.See file dsdata.txt to determine how the superseded data were derived.
 PD0234
 PD0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK207425(NAD 83)
 PD0234_MARKER: DB = BENCH MARK DISK
 PD0234_SETTING: 80 = SET IN A BOULDER
 PD0234_SP_SET: BOULDER
 PD0234_STAMPING: H 150 1962
 PD0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0234+STABILITY: SURFACE MOTION
 PD0234
 PD0234  HISTORY     - Date     Condition        Report By
 PD0234  HISTORY     - 1962     MONUMENTED       CGS
 PD0234
 PD0234                          STATION DESCRIPTION
 PD0234
 PD0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PD0234'1 MI N FROM ROQUE BLUFFS.
 PD0234'0.95 MILE NORTH ALONG A BLACK-TOP ROAD FROM THE SCHOOL AT ROQUE
 PD0234'BLUFFS, ABOUT 0.1 MILE SOUTHEAST AND ACROSS THE ROAD FROM A
 PD0234'CEMETERY, SET ON THE TOP AND 4 FEET SOUTHEAST AND 1 FOOT LOWER
 PD0234'THAN THE HIGHEST PART OF AN 8-BY-6-FOOT BURIED BOULDER PROJECTING
 PD0234'2 FEET ABOVE THE LEVEL OF THE GROUND, IN AN OPEN FIELD, 65 YARDS
 PD0234'NORTHEAST AND ACROSS THE ROAD FROM THE NORTHEAST CORNER OF A LARGE
 PD0234'TWO-STORY FRAME HOUSE, 78 FEET EAST OF THE CENTER LINE OF THE
 PD0234'ROAD, 57 FEET SOUTHEAST OF POWER LINE POLE NO. 286 161, AND ABOUT
 PD0234'1 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0053 ***********************************************************************
 OB0053  DESIGNATION -  H 151
 OB0053  PID         -  OB0053
 OB0053  STATE/COUNTY-  ME/KNOX
 OB0053  USGS QUAD   -  TENANTS HARBOR (1973)
 OB0053
 OB0053                         *CURRENT SURVEY CONTROL
 OB0053  ___________________________________________________________________
 OB0053* NAD 83(1986)-  43 56 59.     (N)    069 12 52.     (W)     SCALED    
 OB0053* NAVD 88     -        19.902  (meters)      65.30   (feet)  ADJUSTED  
 OB0053  ___________________________________________________________________
 OB0053  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 OB0053  DYNAMIC HT  -          19.900 (meters)      65.29  (feet)  COMP
 OB0053  MODELED GRAV-     980,525.7   (mgal)                       NAVD 88
 OB0053
 OB0053  VERT ORDER  -  SECOND    CLASS 0
 OB0053
 OB0053.The horizontal coordinates were scaled from a topographic map and have
 OB0053.an estimated accuracy of +/- 6 seconds.
 OB0053
 OB0053.The orthometric height was determined by differential leveling
 OB0053.and adjusted by the National Geodetic Survey in June 1991..
 OB0053
 OB0053.The geoid height was determined by GEOID03.
 OB0053
 OB0053.The dynamic height is computed by dividing the NAVD 88
 OB0053.geopotential number by the normal gravity value computed on the
 OB0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0053.degrees latitude (g = 980.6199 gals.).
 OB0053
 OB0053.The modeled gravity was interpolated from observed gravity values.
 OB0053
 OB0053;                    North         East    Units  Estimated Accuracy
 OB0053;SPC ME E     -    31,700.      242,650.      MT  (+/- 180 meters Scaled)
 OB0053
 OB0053                          SUPERSEDED SURVEY CONTROL
 OB0053
 OB0053  NGVD 29 (??/??/92)   20.111  (m)           65.98   (f) ADJ UNCH    2 0
 OB0053
 OB0053.Superseded values are not recommended for survey control.
 OB0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0053.See file dsdata.txt to determine how the superseded data were derived.
 OB0053
 OB0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ827663(NAD 83)
 OB0053_MARKER: DB = BENCH MARK DISK
 OB0053_SETTING: 66 = SET IN ROCK OUTCROP
 OB0053_SP_SET: BEDROCK
 OB0053_STAMPING: H 151 1962
 OB0053_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0053+STABILITY: POSITION/ELEVATION WELL
 OB0053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OB0053+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2004
 OB0053
 OB0053  HISTORY     - Date     Condition        Report By
 OB0053  HISTORY     - 1962     MONUMENTED       CGS
 OB0053  HISTORY     - 19950718 GOOD             USPSQD
 OB0053  HISTORY     - 20040508 GOOD             USPSQD
 OB0053
 OB0053                          STATION DESCRIPTION
 OB0053
 OB0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OB0053'1.2 MI S FROM TENANTS HARBOR.
 OB0053'ABOUT 1.2 MILES SOUTH ALONG STATE HIGHWAY 131 FROM THE TENANTS HARBOR
 OB0053'BAPTIST CHURCH AT TENANTS HARBOR, ABOUT 0.9 MILE NORTHEAST OF THE
 OB0053'OCEAN VIEW GRANGE HALL NO. 463 AT MARTINSVILLE, SET ON THE TOP OF A
 OB0053'7-BY-3-FOOT EXPOSED BEDROCK, 85 YARDS SOUTHWEST OF THE CENTER LINE OF
 OB0053'A ROAD LEADING WEST, 25 FEET NORTHWEST OF THE CENTER LINE OF THE
 OB0053'HIGHWAY, 11 1/2 FEET WEST OF POWER LINE POLE NO. 48-43, 1 FOOT
 OB0053'NORTHWEST OF THE LINE OF POWER LINE POLES AND ABOUT 2 FEET ABOVE THE
 OB0053'LEVEL OF THE HIGHWAY.
 OB0053
 OB0053                          STATION RECOVERY (1995)
 OB0053
 OB0053'RECOVERY NOTE BY US POWER SQUADRON 1995
 OB0053'RECOVERED IN GOOD CONDITION.
 OB0053
 OB0053                          STATION RECOVERY (2004)
 OB0053
 OB0053'RECOVERY NOTE BY US POWER SQUADRON 2004 (SWT)
 OB0053'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0876 ***********************************************************************
 PE0876  DESIGNATION -  H 152
 PE0876  PID         -  PE0876
 PE0876  STATE/COUNTY-  ME/LINCOLN
 PE0876  USGS QUAD   -  WALDOBORO EAST (1988)
 PE0876
 PE0876                         *CURRENT SURVEY CONTROL
 PE0876  ___________________________________________________________________
 PE0876* NAD 83(1986)-  44 05 25.     (N)    069 20 40.     (W)     SCALED    
 PE0876* NAVD 88     -        50.719  (meters)     166.40   (feet)  ADJUSTED  
 PE0876  ___________________________________________________________________
 PE0876  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 PE0876  DYNAMIC HT  -          50.714 (meters)     166.38  (feet)  COMP
 PE0876  MODELED GRAV-     980,513.1   (mgal)                       NAVD 88
 PE0876
 PE0876  VERT ORDER  -  SECOND    CLASS 0
 PE0876
 PE0876.The horizontal coordinates were scaled from a topographic map and have
 PE0876.an estimated accuracy of +/- 6 seconds.
 PE0876
 PE0876.The orthometric height was determined by differential leveling
 PE0876.and adjusted by the National Geodetic Survey in June 1991..
 PE0876
 PE0876.The geoid height was determined by GEOID03.
 PE0876
 PE0876.The dynamic height is computed by dividing the NAVD 88
 PE0876.geopotential number by the normal gravity value computed on the
 PE0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0876.degrees latitude (g = 980.6199 gals.).
 PE0876
 PE0876.The modeled gravity was interpolated from observed gravity values.
 PE0876
 PE0876;                    North         East    Units  Estimated Accuracy
 PE0876;SPC ME W     -   139,970.      965,850.      MT  (+/- 180 meters Scaled)
 PE0876
 PE0876                          SUPERSEDED SURVEY CONTROL
 PE0876
 PE0876  NGVD 29 (??/??/92)   50.926  (m)          167.08   (f) ADJ UNCH    2 0
 PE0876
 PE0876.Superseded values are not recommended for survey control.
 PE0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0876.See file dsdata.txt to determine how the superseded data were derived.
 PE0876
 PE0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ724819(NAD 83)
 PE0876_MARKER: DB = BENCH MARK DISK
 PE0876_SETTING: 80 = SET IN A BOULDER
 PE0876_SP_SET: BOULDER
 PE0876_STAMPING: H 152 1962
 PE0876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0876+STABILITY: SURFACE MOTION
 PE0876
 PE0876  HISTORY     - Date     Condition        Report By
 PE0876  HISTORY     - 1962     MONUMENTED       CGS
 PE0876
 PE0876                          STATION DESCRIPTION
 PE0876
 PE0876'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PE0876'2.5 MI E FROM WALDOBORO.
 PE0876'ABOUT 2.5 MILES EAST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE0876'FREIGHT STATION AT WALDOBORO, NEAR THE SOUTHEAST END OF A SMALL
 PE0876'CUT, SET ON THE TOP OF A 6-BY-5-FOOT BURIED BOULDER WHICH
 PE0876'PROJECTS 2 FEET ABOVE THE GROUND, 191 YARDS SOUTHEAST OF
 PE0876'MILEPOST P 70 - R 16, 21 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 PE0876'52 FEET SOUTH OF AND ACROSS THE TRACK FROM THE 4TH TELEPHONE
 PE0876'POLE SOUTHEAST OF THE MILEPOST, AND ABOUT LEVEL WITH THE TOP OF
 PE0876'RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1189 ***********************************************************************
 PE1189  DESIGNATION -  H 153
 PE1189  PID         -  PE1189
 PE1189  STATE/COUNTY-  ME/KENNEBEC
 PE1189  USGS QUAD   -  AUGUSTA (1991)
 PE1189
 PE1189                         *CURRENT SURVEY CONTROL
 PE1189  ___________________________________________________________________
 PE1189* NAD 83(1986)-  44 16 23.     (N)    069 47 29.     (W)     SCALED    
 PE1189* NAVD 88     -        15.829  (meters)      51.93   (feet)  ADJUSTED  
 PE1189  ___________________________________________________________________
 PE1189  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 PE1189  DYNAMIC HT  -          15.827 (meters)      51.93  (feet)  COMP
 PE1189  MODELED GRAV-     980,522.6   (mgal)                       NAVD 88
 PE1189
 PE1189  VERT ORDER  -  SECOND    CLASS 0
 PE1189
 PE1189.The horizontal coordinates were scaled from a topographic map and have
 PE1189.an estimated accuracy of +/- 6 seconds.
 PE1189
 PE1189.The orthometric height was determined by differential leveling
 PE1189.and adjusted by the National Geodetic Survey in June 1991..
 PE1189
 PE1189.The geoid height was determined by GEOID03.
 PE1189
 PE1189.The dynamic height is computed by dividing the NAVD 88
 PE1189.geopotential number by the normal gravity value computed on the
 PE1189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1189.degrees latitude (g = 980.6199 gals.).
 PE1189
 PE1189.The modeled gravity was interpolated from observed gravity values.
 PE1189
 PE1189;                    North         East    Units  Estimated Accuracy
 PE1189;SPC ME W     -   160,020.      929,960.      MT  (+/- 180 meters Scaled)
 PE1189
 PE1189                          SUPERSEDED SURVEY CONTROL
 PE1189
 PE1189  NGVD 29 (??/??/92)   16.039  (m)           52.62   (f) ADJ UNCH    2 0
 PE1189
 PE1189.Superseded values are not recommended for survey control.
 PE1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1189.See file dsdata.txt to determine how the superseded data were derived.
 PE1189
 PE1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK368025(NAD 83)
 PE1189_MARKER: DB = BENCH MARK DISK
 PE1189_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE1189_SP_SET: PIER
 PE1189_STAMPING: H 153 1962
 PE1189_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE1189_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PE1189+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 PE1189
 PE1189  HISTORY     - Date     Condition        Report By
 PE1189  HISTORY     - 1962     MONUMENTED       CGS
 PE1189  HISTORY     - 19910418 GOOD             USPSQD
 PE1189  HISTORY     - 20060315 GOOD             USPSQD
 PE1189
 PE1189                          STATION DESCRIPTION
 PE1189
 PE1189'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PE1189'0.8 MI S FROM HALLOWELL.
 PE1189'ABOUT 0.8 MILE SOUTH ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE1189'CROSSING OF WINTHROP STREET NEAR THE POST OFFICE AT HALLOWELL,
 PE1189'SET VERTICALLY IN THE SOUTHWEST CONCRETE FACE OF THE FIRST
 PE1189'CONCRETE PIER SOUTHEAST OF THE NORTHWEST END OF THE U.S. HIGHWAY
 PE1189'201 AND STATE HIGHWAY 27 OVERPASS OVER THE RAILROAD, 27 FEET
 PE1189'NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK AND 3 FEET
 PE1189'ABOVE THE LEVEL OF THE GROUND.
 PE1189
 PE1189                          STATION RECOVERY (1991)
 PE1189
 PE1189'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 PE1189'RECOVERED IN GOOD CONDITION.
 PE1189
 PE1189                          STATION RECOVERY (2006)
 PE1189
 PE1189'RECOVERY NOTE BY US POWER SQUADRON 2006 (AHE)
 PE1189'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0104 ***********************************************************************
 OB0104  DESIGNATION -  H 154
 OB0104  PID         -  OB0104
 OB0104  STATE/COUNTY-  ME/LINCOLN
 OB0104  USGS QUAD   -  WESTPORT (1970)
 OB0104
 OB0104                         *CURRENT SURVEY CONTROL
 OB0104  ___________________________________________________________________
 OB0104* NAD 83(1986)-  43 52 36.     (N)    069 38 03.     (W)     SCALED    
 OB0104* NAVD 88     -        38.615  (meters)     126.69   (feet)  ADJUSTED  
 OB0104  ___________________________________________________________________
 OB0104  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 OB0104  DYNAMIC HT  -          38.612 (meters)     126.68  (feet)  COMP
 OB0104  MODELED GRAV-     980,526.4   (mgal)                       NAVD 88
 OB0104
 OB0104  VERT ORDER  -  SECOND    CLASS 0
 OB0104
 OB0104.The horizontal coordinates were scaled from a topographic map and have
 OB0104.an estimated accuracy of +/- 6 seconds.
 OB0104
 OB0104.The orthometric height was determined by differential leveling
 OB0104.and adjusted by the National Geodetic Survey in June 1991..
 OB0104
 OB0104.The geoid height was determined by GEOID03.
 OB0104
 OB0104.The dynamic height is computed by dividing the NAVD 88
 OB0104.geopotential number by the normal gravity value computed on the
 OB0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0104.degrees latitude (g = 980.6199 gals.).
 OB0104
 OB0104.The modeled gravity was interpolated from observed gravity values.
 OB0104
 OB0104;                    North         East    Units  Estimated Accuracy
 OB0104;SPC ME W     -   116,050.      942,800.      MT  (+/- 180 meters Scaled)
 OB0104
 OB0104                          SUPERSEDED SURVEY CONTROL
 OB0104
 OB0104  NGVD 29 (??/??/92)   38.830  (m)          127.39   (f) ADJ UNCH    2 0
 OB0104
 OB0104.Superseded values are not recommended for survey control.
 OB0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0104.See file dsdata.txt to determine how the superseded data were derived.
 OB0104
 OB0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ490583(NAD 83)
 OB0104_MARKER: DB = BENCH MARK DISK
 OB0104_SETTING: 66 = SET IN ROCK OUTCROP
 OB0104_SP_SET: OUTCROP
 OB0104_STAMPING: H 154 1963
 OB0104_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0104+STABILITY: POSITION/ELEVATION WELL
 OB0104
 OB0104  HISTORY     - Date     Condition        Report By
 OB0104  HISTORY     - 1963     MONUMENTED       CGS
 OB0104  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 OB0104  HISTORY     - 20021024 MARK NOT FOUND   USPSQD
 OB0104
 OB0104                          STATION DESCRIPTION
 OB0104
 OB0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OB0104'IN BOOTHBAY.
 OB0104'AT BOOTHBAY, ALONG STATE HIGHWAY 27, SET ON THE TOP OF A FLAT 2-BY-2-
 OB0104'FOOT OUTCROP FLUSH WITH THE GROUND, NEAR THE NORTHEAST CORNER OF THE
 OB0104'YARD OF THE BOOTHBAY GRAMMAR SCHOOL, NEAR THE SOUTHEAST  CORNER OF A
 OB0104'LARGE CEMETARY, 113.0 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 OB0104'67.2 FEET EAST OF THE NORTHEAST CORNER OF THE SCHOOL BUILDING, 83.0
 OB0104'FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE BUILDING, 14.2 FEET
 OB0104'SOUTHWEST OF THE CORNER STEEL FENCE POST AT THE NORTHEAST CORNER OF
 OB0104'THE SCHOOL-YARD, 7.6 FEET SOUTH OF A STEEL PICKET FENCE AND ABOUT 4
 OB0104'FEET ABOVE THE LEVEL OF THE HIGHWAY.
 OB0104
 OB0104                          STATION RECOVERY (1990)
 OB0104
 OB0104'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMW)
 OB0104'MARK NOT FOUND.
 OB0104
 OB0104                          STATION RECOVERY (2002)
 OB0104
 OB0104'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMW)
 OB0104'THE SCHOOL NO LONGER EXISTS. THE SCHOOL WAS AT THE JCT. OF RT. 27 AND
 OB0104'BACK RIVER RD. IN THE TOWN OF BOOTHBAY. THE SITE IS NOW A PARK AND THE
 OB0104'ROCK OUTCROP IS NO LONGER IN EVIDENCE. SEARCHED THE AREA DESCRIBED
 OB0104'WITH A PROBE AND METAL DETECTOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0013 ***********************************************************************
 OB0013  DESIGNATION -  H 155
 OB0013  PID         -  OB0013
 OB0013  STATE/COUNTY-  ME/LINCOLN
 OB0013  USGS QUAD   -  LOUDS ISLAND (1979)
 OB0013
 OB0013                         *CURRENT SURVEY CONTROL
 OB0013  ___________________________________________________________________
 OB0013* NAD 83(1986)-  43 56 09.     (N)    069 27 24.     (W)     SCALED    
 OB0013* NAVD 88     -        33.199  (meters)     108.92   (feet)  ADJUSTED  
 OB0013  ___________________________________________________________________
 OB0013  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 OB0013  DYNAMIC HT  -          33.196 (meters)     108.91  (feet)  COMP
 OB0013  MODELED GRAV-     980,523.8   (mgal)                       NAVD 88
 OB0013
 OB0013  VERT ORDER  -  SECOND    CLASS 0
 OB0013
 OB0013.The horizontal coordinates were scaled from a topographic map and have
 OB0013.an estimated accuracy of +/- 6 seconds.
 OB0013
 OB0013.The orthometric height was determined by differential leveling
 OB0013.and adjusted by the National Geodetic Survey in June 1991..
 OB0013
 OB0013.The geoid height was determined by GEOID03.
 OB0013
 OB0013.The dynamic height is computed by dividing the NAVD 88
 OB0013.geopotential number by the normal gravity value computed on the
 OB0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0013.degrees latitude (g = 980.6199 gals.).
 OB0013
 OB0013.The modeled gravity was interpolated from observed gravity values.
 OB0013
 OB0013;                    North         East    Units  Estimated Accuracy
 OB0013;SPC ME W     -   122,730.      957,010.      MT  (+/- 180 meters Scaled)
 OB0013
 OB0013                          SUPERSEDED SURVEY CONTROL
 OB0013
 OB0013  NGVD 29 (??/??/92)   33.408  (m)          109.61   (f) ADJ UNCH    2 0
 OB0013
 OB0013.Superseded values are not recommended for survey control.
 OB0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0013.See file dsdata.txt to determine how the superseded data were derived.
 OB0013
 OB0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ633648(NAD 83)
 OB0013_MARKER: DB = BENCH MARK DISK
 OB0013_SETTING: 66 = SET IN ROCK OUTCROP
 OB0013_SP_SET: BEDROCK
 OB0013_STAMPING: H 155 1963
 OB0013_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0013+STABILITY: POSITION/ELEVATION WELL
 OB0013
 OB0013  HISTORY     - Date     Condition        Report By
 OB0013  HISTORY     - 1963     MONUMENTED       CGS
 OB0013  HISTORY     - 19910402 MARK NOT FOUND   USPSQD
 OB0013
 OB0013                          STATION DESCRIPTION
 OB0013
 OB0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OB0013'1.0 MI SE FROM ROUND POND.
 OB0013'ABOUT 0.55 MILE SOUTH ALONG STATE HIGHWAY 32 FROM THE METHODIST CHURCH
 OB0013'AT ROUND POND, THENCE 0.45 MILE SOUTHEAST ALONG A BLACK TOP ROAD
 OB0013'LEADING TO MOXIE COVE, NEAR THE JUNCTION OF A GRAVEL ROAD LEADING
 OB0013'NORTHEASTELY, 23 FEET NORTHEAST OF THE CENTER LINE OF THE BLACK TOP
 OB0013'ROAD, ON THE TOP OF A LARGE MASS OF EXPOSED BEDROCK, 39 FEET WEST OF
 OB0013'THE CENTER LINE OF THE ROAD LEADING NORTHEAST, 27 FEET NORTH OF THE
 OB0013'APPROXIMATE CENTER OF THE JUNCTION OF THE ROADS, AND ABOUT 1 FOOT
 OB0013'ABOVE THE LEVEL OF THE BLACK TOP ROAD.
 OB0013
 OB0013                          STATION RECOVERY (1991)
 OB0013
 OB0013'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OB0013'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0175 ***********************************************************************
 OB0175  DESIGNATION -  H 156
 OB0175  PID         -  OB0175
 OB0175  STATE/COUNTY-  ME/SAGADAHOC
 OB0175  USGS QUAD   -  WESTPORT (1970)
 OB0175
 OB0175                         *CURRENT SURVEY CONTROL
 OB0175  ___________________________________________________________________
 OB0175* NAD 83(1986)-  43 57 32.     (N)    069 43 45.     (W)     SCALED    
 OB0175* NAVD 88     -        24.956  (meters)      81.88   (feet)  ADJUSTED  
 OB0175  ___________________________________________________________________
 OB0175  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 OB0175  DYNAMIC HT  -          24.954 (meters)      81.87  (feet)  COMP
 OB0175  MODELED GRAV-     980,522.7   (mgal)                       NAVD 88
 OB0175
 OB0175  VERT ORDER  -  SECOND    CLASS 0
 OB0175
 OB0175.The horizontal coordinates were scaled from a topographic map and have
 OB0175.an estimated accuracy of +/- 6 seconds.
 OB0175
 OB0175.The orthometric height was determined by differential leveling
 OB0175.and adjusted by the National Geodetic Survey in June 1991..
 OB0175
 OB0175.The geoid height was determined by GEOID03.
 OB0175
 OB0175.The dynamic height is computed by dividing the NAVD 88
 OB0175.geopotential number by the normal gravity value computed on the
 OB0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0175.degrees latitude (g = 980.6199 gals.).
 OB0175
 OB0175.The modeled gravity was interpolated from observed gravity values.
 OB0175
 OB0175;                    North         East    Units  Estimated Accuracy
 OB0175;SPC ME W     -   125,140.      935,110.      MT  (+/- 180 meters Scaled)
 OB0175
 OB0175                          SUPERSEDED SURVEY CONTROL
 OB0175
 OB0175  NGVD 29 (??/??/92)   25.165  (m)           82.56   (f) ADJ UNCH    2 0
 OB0175
 OB0175.Superseded values are not recommended for survey control.
 OB0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0175.See file dsdata.txt to determine how the superseded data were derived.
 OB0175
 OB0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ414675(NAD 83)
 OB0175_MARKER: DB = BENCH MARK DISK
 OB0175_SETTING: 66 = SET IN ROCK OUTCROP
 OB0175_SP_SET: BEDROCK
 OB0175_STAMPING: H 156 1963
 OB0175_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0175+STABILITY: POSITION/ELEVATION WELL
 OB0175
 OB0175  HISTORY     - Date     Condition        Report By
 OB0175  HISTORY     - 1963     MONUMENTED       CGS
 OB0175
 OB0175                          STATION DESCRIPTION
 OB0175
 OB0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OB0175'4.75 MI SW FROM WISCASSET.
 OB0175'4.7 MILES SOUTHWEST ALONG U. S. HIGHWAY 1 FROM THE POST OFFICE AT
 OB0175'WISCASSET, THENCE 0.05 MILE SOUTH ALONG A BLACK TOP ROAD, SET ON THE
 OB0175'TOP OF A LARGE MASS OF EXPOSED BEDROCK, 24.3 FEET WEST OF THE CENTER
 OB0175'LINE OF THE BLACK TOP ROAD, 87 1/2 FEET NORTH OF POWER LINE POLE NO.
 OB0175'19 - 10 (SECOND POLE SOUTH OF U. S. HIGHWAY 1), 0.25 MILE SOUTHWEST OF
 OB0175'THE LARGE U. S. HIGHWAY 1 OVERPASS OVER THE MAINE CENTRAL RAILROAD, 87
 OB0175'YARDS SOUTH OF THE CENTER LINE OF U. S. HIGHWAY 1, 10 FEET SOUTH OF
 OB0175'THE NORTH END OF THE EXPOSED PART OF BEDROCK AND 2 FEET ABOVE THE
 OB0175'LEVEL OF THE BLACK TOP ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0339 ***********************************************************************
 OC0339  DESIGNATION -  H 157
 OC0339  PID         -  OC0339
 OC0339  STATE/COUNTY-  ME/YORK
 OC0339  USGS QUAD   -  DOVER EAST (1988)
 OC0339
 OC0339                         *CURRENT SURVEY CONTROL
 OC0339  ___________________________________________________________________
 OC0339* NAD 83(1986)-  43 13 58.     (N)    070 48 33.     (W)     SCALED    
 OC0339* NAVD 88     -        35.427  (meters)     116.23   (feet)  ADJUSTED  
 OC0339  ___________________________________________________________________
 OC0339  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 OC0339  DYNAMIC HT  -          35.421 (meters)     116.21  (feet)  COMP
 OC0339  MODELED GRAV-     980,447.5   (mgal)                       NAVD 88
 OC0339
 OC0339  VERT ORDER  -  FIRST     CLASS I
 OC0339
 OC0339.The horizontal coordinates were scaled from a topographic map and have
 OC0339.an estimated accuracy of +/- 6 seconds.
 OC0339
 OC0339.The orthometric height was determined by differential leveling
 OC0339.and adjusted by the National Geodetic Survey in June 1991..
 OC0339
 OC0339.The geoid height was determined by GEOID03.
 OC0339
 OC0339.The dynamic height is computed by dividing the NAVD 88
 OC0339.geopotential number by the normal gravity value computed on the
 OC0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0339.degrees latitude (g = 980.6199 gals.).
 OC0339
 OC0339.The modeled gravity was interpolated from observed gravity values.
 OC0339
 OC0339;                    North         East    Units  Estimated Accuracy
 OC0339;SPC ME W     -    44,580.      847,810.      MT  (+/- 180 meters Scaled)
 OC0339
 OC0339                          SUPERSEDED SURVEY CONTROL
 OC0339
 OC0339  NGVD 29 (??/??/92)   35.651  (m)          116.97   (f) ADJ UNCH    1 1
 OC0339
 OC0339.Superseded values are not recommended for survey control.
 OC0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0339.See file dsdata.txt to determine how the superseded data were derived.
 OC0339
 OC0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH530882(NAD 83)
 OC0339_MARKER: DB = BENCH MARK DISK
 OC0339_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC0339_SP_SET: BUILDING FOUNDATION
 OC0339_STAMPING: H 157 1966
 OC0339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC0339
 OC0339  HISTORY     - Date     Condition        Report By
 OC0339  HISTORY     - 1966     MONUMENTED       CGS
 OC0339  HISTORY     - 1978     GOOD             DOD
 OC0339  HISTORY     - 1988     GOOD             USPSQD
 OC0339
 OC0339                          STATION DESCRIPTION
 OC0339
 OC0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OC0339'AT SOUTH BERWICK.
 OC0339'AT SOUTH BERWICK, 86 YARDS NORTHWEST ALONG STATE HIGHWAY 4
 OC0339'FROM THE JUNCTION OF ACADEMY STREET, AT THE SOUTH BERWICK
 OC0339'CENTRAL SCHOOL, (A TWO-STORIED BRICK BUILDING,) SET VERTICALLY
 OC0339'IN THE SOUTH FACE OF THE CONCRETE FOUNDATION OF THE BUILDING,
 OC0339'1.4 FEET WEST OF THE SOUTHEAST CORNER OF THE BUILDING, 160 FEET
 OC0339'WEST OF THE WEST CURB OF THE HIGHWAY, AND ABOUT 1 FOOT ABOVE
 OC0339'THE LEVEL OF THE GROUND.
 OC0339
 OC0339                          STATION RECOVERY (1978)
 OC0339
 OC0339'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 OC0339'RECOVERED IN GOOD CONDITION.
 OC0339
 OC0339                          STATION RECOVERY (1988)
 OC0339
 OC0339'RECOVERY NOTE BY US POWER SQUADRON 1988 (RSR)
 OC0339'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0691 ***********************************************************************
 PE0691  DESIGNATION -  H 158
 PE0691  PID         -  PE0691
 PE0691  STATE/COUNTY-  ME/SOMERSET
 PE0691  USGS QUAD   -  PITTSFIELD (1982)
 PE0691
 PE0691                         *CURRENT SURVEY CONTROL
 PE0691  ___________________________________________________________________
 PE0691* NAD 83(1986)-  44 45 13.     (N)    069 24 57.     (W)     SCALED    
 PE0691* NAVD 88     -        73.646  (meters)     241.62   (feet)  ADJUSTED  
 PE0691  ___________________________________________________________________
 PE0691  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 PE0691  DYNAMIC HT  -          73.643 (meters)     241.61  (feet)  COMP
 PE0691  MODELED GRAV-     980,569.3   (mgal)                       NAVD 88
 PE0691  OBS GRAVITY -     980,569.2   (mgal)                       GRAV_OBS
 PE0691
 PE0691  VERT ORDER  -  FIRST     CLASS I
 PE0691
 PE0691.The horizontal coordinates were scaled from a topographic map and have
 PE0691.an estimated accuracy of +/- 6 seconds.
 PE0691
 PE0691.The orthometric height was determined by differential leveling
 PE0691.and adjusted by the National Geodetic Survey in June 1991..
 PE0691
 PE0691.The geoid height was determined by GEOID03.
 PE0691
 PE0691.The dynamic height is computed by dividing the NAVD 88
 PE0691.geopotential number by the normal gravity value computed on the
 PE0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0691.degrees latitude (g = 980.6199 gals.).
 PE0691
 PE0691.The modeled gravity was interpolated from observed gravity values.
 PE0691.The observed gravity was obtained from relative gravimeter ties
 PE0691.to the IGSN71 gravity network.
 PE0691
 PE0691;                    North         East    Units  Estimated Accuracy
 PE0691;SPC ME W     -   213,630.      959,450.      MT  (+/- 180 meters Scaled)
 PE0691
 PE0691                          SUPERSEDED SURVEY CONTROL
 PE0691
 PE0691  NGVD 29 (??/??/92)   73.856  (m)          242.31   (f) ADJ UNCH    1 1
 PE0691
 PE0691.Superseded values are not recommended for survey control.
 PE0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0691.See file dsdata.txt to determine how the superseded data were derived.
 PE0691
 PE0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK670556(NAD 83)
 PE0691_MARKER: DB = BENCH MARK DISK
 PE0691_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE0691_SP_SET: SIGNAL BASE
 PE0691_STAMPING: H 158 1966
 PE0691_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE0691
 PE0691  HISTORY     - Date     Condition        Report By
 PE0691  HISTORY     - 1966     MONUMENTED       CGS
 PE0691  HISTORY     - 1978     GOOD             DOD
 PE0691
 PE0691                          STATION DESCRIPTION
 PE0691
 PE0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE0691'3 MI SW FROM PITTSFIELD.
 PE0691'3.0 MILES SOUTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE0691'STATION AT PITTSFIELD, ALSO 4.1 MILES NORTH ALONG THE MAINE
 PE0691'CENTRAL RAILROAD FROM THE STATION AT BURNHAM, WALDO COUNTY, ABOUT
 PE0691'5 RAILS NORTH OF A 4-FOOT METAL PIPE CULVERT FOR A SMALL STREAM,
 PE0691'IN THE TOP OF A 2 1/2-FOOT SQUARE CONCRETE ABANDONED SIGNAL
 PE0691'BASE, 9.2 FEET EAST OF THE EAST RAIL, AND ABOUT LEVEL WITH THE
 PE0691'TRACK.  NOTE-- ABOUT 0.4 MILES NORTH OF MILEPOST V 152/P99.
 PE0691'NOTE-- THIS SIGNAL BASE IS NOT IN A FILL.
 PE0691
 PE0691                          STATION RECOVERY (1978)
 PE0691
 PE0691'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE0691'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0387 ***********************************************************************
 PE0387  DESIGNATION -  H 159
 PE0387  PID         -  PE0387
 PE0387  STATE/COUNTY-  ME/PENOBSCOT
 PE0387  USGS QUAD   -  BANGOR (1991)
 PE0387
 PE0387                         *CURRENT SURVEY CONTROL
 PE0387  ___________________________________________________________________
 PE0387* NAD 83(1986)-  44 47 30.     (N)    068 45 42.     (W)     SCALED    
 PE0387* NAVD 88     -        10.619  (meters)      34.84   (feet)  ADJUSTED  
 PE0387  ___________________________________________________________________
 PE0387  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 PE0387  DYNAMIC HT  -          10.619 (meters)      34.84  (feet)  COMP
 PE0387  MODELED GRAV-     980,583.0   (mgal)                       NAVD 88
 PE0387
 PE0387  VERT ORDER  -  FIRST     CLASS I
 PE0387
 PE0387.The horizontal coordinates were scaled from a topographic map and have
 PE0387.an estimated accuracy of +/- 6 seconds.
 PE0387
 PE0387.The orthometric height was determined by differential leveling
 PE0387.and adjusted by the National Geodetic Survey in June 1991..
 PE0387
 PE0387.The geoid height was determined by GEOID03.
 PE0387
 PE0387.The dynamic height is computed by dividing the NAVD 88
 PE0387.geopotential number by the normal gravity value computed on the
 PE0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0387.degrees latitude (g = 980.6199 gals.).
 PE0387
 PE0387.The modeled gravity was interpolated from observed gravity values.
 PE0387
 PE0387;                    North         East    Units  Estimated Accuracy
 PE0387;SPC ME E     -   125,030.      279,300.      MT  (+/- 180 meters Scaled)
 PE0387
 PE0387                          SUPERSEDED SURVEY CONTROL
 PE0387
 PE0387  NGVD 29 (??/??/92)   10.831  (m)           35.53   (f) ADJ UNCH    1 1
 PE0387
 PE0387.Superseded values are not recommended for survey control.
 PE0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0387.See file dsdata.txt to determine how the superseded data were derived.
 PE0387
 PE0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK188598(NAD 83)
 PE0387_MARKER: DB = BENCH MARK DISK
 PE0387_SETTING: 66 = SET IN ROCK OUTCROP
 PE0387_SP_SET: ROCK LEDGE
 PE0387_STAMPING: H 159 1966
 PE0387_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0387+STABILITY: POSITION/ELEVATION WELL
 PE0387
 PE0387  HISTORY     - Date     Condition        Report By
 PE0387  HISTORY     - 1966     MONUMENTED       CGS
 PE0387  HISTORY     - 1978     GOOD             NGS
 PE0387  HISTORY     - 1978     GOOD             DMA
 PE0387  HISTORY     - 1985     GOOD             USPSQD
 PE0387
 PE0387                          STATION DESCRIPTION
 PE0387
 PE0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE0387'AT BREWER.
 PE0387'AT BREWER, ALONG THE MAINE CENTRAL RAILROAD, ABOUT 0.4 MILE
 PE0387'SOUTHWEST OF MILEPOST P138/V132, 6 RAILS SOUTHWEST OF THE
 PE0387'CROSSING OF WILSON STREET, 69.4 FEET SOUTHEAST OF THE SOUTHEAST
 PE0387'RAIL OF THE TRACK THAT PARALLELS THE PENOBSCOT RIVER, 30.2 FEET
 PE0387'NORTHWEST OF THE NORTHWEST RAIL OF TRACK TO CALAIS, IN THE TOP
 PE0387'OF A ROCK LEDGE ABOUT 6 FEET LONG AND PROJECTS 2 FEET, 0.7 FOOT
 PE0387'SOUTHEAST OF THE NORTHWEST EDGE OF ROCK, AND ABOUT 8 FEET BELOW
 PE0387'THE LEVEL OF THE TRACK.
 PE0387
 PE0387                          STATION RECOVERY (1978)
 PE0387
 PE0387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PE0387'RECOVERED IN GOOD CONDITION.
 PE0387
 PE0387                          STATION RECOVERY (1978)
 PE0387
 PE0387'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PE0387'RECOVERED IN GOOD CONDITION.
 PE0387
 PE0387                          STATION RECOVERY (1985)
 PE0387
 PE0387'RECOVERY NOTE BY US POWER SQUADRON 1985
 PE0387'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0580 ***********************************************************************
 OC0580  DESIGNATION -  H 16
 OC0580  PID         -  OC0580
 OC0580  STATE/COUNTY-  ME/CUMBERLAND
 OC0580  USGS QUAD   -  CORNISH (1964)
 OC0580
 OC0580                         *CURRENT SURVEY CONTROL
 OC0580  ___________________________________________________________________
 OC0580* NAD 83(1986)-  43 50 26.     (N)    070 47 12.     (W)     SCALED    
 OC0580* NAVD 88     -       110.519  (meters)     362.59   (feet)  ADJUSTED  
 OC0580  ___________________________________________________________________
 OC0580  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 OC0580  DYNAMIC HT  -         110.502 (meters)     362.54  (feet)  COMP
 OC0580  MODELED GRAV-     980,463.1   (mgal)                       NAVD 88
 OC0580
 OC0580  VERT ORDER  -  SECOND    CLASS 0
 OC0580
 OC0580.The horizontal coordinates were scaled from a topographic map and have
 OC0580.an estimated accuracy of +/- 6 seconds.
 OC0580
 OC0580.The orthometric height was determined by differential leveling
 OC0580.and adjusted by the National Geodetic Survey in June 1991..
 OC0580
 OC0580.The geoid height was determined by GEOID03.
 OC0580
 OC0580.The dynamic height is computed by dividing the NAVD 88
 OC0580.geopotential number by the normal gravity value computed on the
 OC0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0580.degrees latitude (g = 980.6199 gals.).
 OC0580
 OC0580.The modeled gravity was interpolated from observed gravity values.
 OC0580
 OC0580;                    North         East    Units  Estimated Accuracy
 OC0580;SPC ME W     -   112,090.      850,140.      MT  (+/- 180 meters Scaled)
 OC0580
 OC0580                          SUPERSEDED SURVEY CONTROL
 OC0580
 OC0580  NGVD 29 (??/??/92)  110.679  (m)          363.12   (f) ADJ UNCH    2 0
 OC0580
 OC0580.Superseded values are not recommended for survey control.
 OC0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0580.See file dsdata.txt to determine how the superseded data were derived.
 OC0580
 OC0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ563557(NAD 83)
 OC0580_MARKER: DB = BENCH MARK DISK
 OC0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC0580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OC0580_STAMPING: H 16 1933
 OC0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC0580+STABILITY: SURFACE MOTION
 OC0580
 OC0580  HISTORY     - Date     Condition        Report By
 OC0580  HISTORY     - 1933     MONUMENTED       CGS
 OC0580  HISTORY     - 1975     MARK NOT FOUND   NGS
 OC0580  HISTORY     - 20050611 MARK NOT FOUND   GEOCAC
 OC0580
 OC0580                          STATION DESCRIPTION
 OC0580
 OC0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OC0580'0.5 MI N FROM WEST BALDWIN.
 OC0580'0.5 MILE NORTH ALONG THE MAINE CENTRAIL RAILROAD FROM THE STATION
 OC0580'AT WEST BALDWIN, 180 FEET NORTH OF MILEPOST P 34, 8 FEET EAST OF
 OC0580'THE CENTERLINE OF THE TRACK, AND 1 FOOT ABOVE THE TOP OF THE
 OC0580'RAIL.  SET IN THE TOP OF A CONCRETE POST.
 OC0580
 OC0580                          STATION RECOVERY (1975)
 OC0580
 OC0580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 OC0580'MARK NOT FOUND.
 OC0580
 OC0580                          STATION RECOVERY (2005)
 OC0580
 OC0580'RECOVERY NOTE BY GEOCACHING 2005 (JKS)
 OC0580'I AGREE WITH THE 1975 REPOST OF NOT FOUND. THE AREA SEEMS TO BE
 OC0580'DREDGED TO ALLOW FOR WATER RUN OFF. THE CO-ORDINATES LEAD YOU IN A
 OC0580'DIFFERENT DIRECTION THEN THE WRITTEN DESCRIPTION. J. K. SNYDER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0275 ***********************************************************************
 PD0275  DESIGNATION -  H 160
 PD0275  PID         -  PD0275
 PD0275  STATE/COUNTY-  ME/WASHINGTON
 PD0275  USGS QUAD   -  CHERRYFIELD (1978)
 PD0275
 PD0275                         *CURRENT SURVEY CONTROL
 PD0275  ___________________________________________________________________
 PD0275* NAD 83(1986)-  44 34 46.     (N)    067 58 22.     (W)     SCALED    
 PD0275* NAVD 88     -        23.288  (meters)      76.40   (feet)  ADJUSTED  
 PD0275  ___________________________________________________________________
 PD0275  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 PD0275  DYNAMIC HT  -          23.287 (meters)      76.40  (feet)  COMP
 PD0275  MODELED GRAV-     980,568.6   (mgal)                       NAVD 88
 PD0275  OBS GRAVITY -     980,570.7   (mgal)                       GRAV_OBS
 PD0275
 PD0275  VERT ORDER  -  FIRST     CLASS I
 PD0275
 PD0275.The horizontal coordinates were scaled from a topographic map and have
 PD0275.an estimated accuracy of +/- 6 seconds.
 PD0275
 PD0275.The orthometric height was determined by differential leveling
 PD0275.and adjusted by the National Geodetic Survey in June 1991..
 PD0275
 PD0275.The geoid height was determined by GEOID03.
 PD0275
 PD0275.The dynamic height is computed by dividing the NAVD 88
 PD0275.geopotential number by the normal gravity value computed on the
 PD0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0275.degrees latitude (g = 980.6199 gals.).
 PD0275
 PD0275.The modeled gravity was interpolated from observed gravity values.
 PD0275.The observed gravity was obtained from relative gravimeter ties
 PD0275.to the IGSN71 gravity network.
 PD0275
 PD0275;                    North         East    Units  Estimated Accuracy
 PD0275;SPC ME E     -   101,550.      341,870.      MT  (+/- 180 meters Scaled)
 PD0275
 PD0275                          SUPERSEDED SURVEY CONTROL
 PD0275
 PD0275  NGVD 29 (??/??/92)   23.496  (m)           77.09   (f) ADJ UNCH    1 1
 PD0275
 PD0275.Superseded values are not recommended for survey control.
 PD0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0275.See file dsdata.txt to determine how the superseded data were derived.
 PD0275
 PD0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK815367(NAD 83)
 PD0275_MARKER: DB = BENCH MARK DISK
 PD0275_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PD0275_SP_SET: BRIDGE
 PD0275_STAMPING: H 160 1966
 PD0275_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PD0275
 PD0275  HISTORY     - Date     Condition        Report By
 PD0275  HISTORY     - 1966     MONUMENTED       CGS
 PD0275  HISTORY     - 1978     GOOD             DMA
 PD0275
 PD0275                          STATION DESCRIPTION
 PD0275
 PD0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PD0275'3.5 MI SW FROM CHERRYFIELD.
 PD0275'3.5 MILES SOUTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PD0275'STATION AT CHERRYFIELD, ABOUT 0.8 MILE NORTHEAST OF A BLACK
 PD0275'TOPPED ROAD CROSSING AT UNIONVILLE, ABOUT 0.4 MILE SOUTH OF
 PD0275'MILEPOST P194/C76, ON THE OUTSIDE OF A CURVE WITH TANGENTS
 PD0275'EXTENDING NORTH AND SOUTHWEST, IN THE TOP OF THE SOUTHEAST END
 PD0275'OF THE SOUTHWEST ABUTMENT FOR RAILROAD BRIDGE 7-62 OVER TUNK
 PD0275'STREAM, 10.0 FEET SOUTHEAST OF THE SOUTH-SOUTHEAST RAIL, AND
 PD0275'ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK.
 PD0275
 PD0275                          STATION RECOVERY (1978)
 PD0275
 PD0275'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PD0275'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0379 ***********************************************************************
 OC0379  DESIGNATION -  H 161
 OC0379  PID         -  OC0379
 OC0379  STATE/COUNTY-  ME/YORK
 OC0379  USGS QUAD   -  KENNEBUNK (1983)
 OC0379
 OC0379                         *CURRENT SURVEY CONTROL
 OC0379  ___________________________________________________________________
 OC0379* NAD 83(1986)-  43 23 16.     (N)    070 32 10.     (W)     SCALED    
 OC0379* NAVD 88     -        20.197  (meters)      66.26   (feet)  ADJUSTED  
 OC0379  ___________________________________________________________________
 OC0379  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 OC0379  DYNAMIC HT  -          20.194 (meters)      66.25  (feet)  COMP
 OC0379  MODELED GRAV-     980,474.1   (mgal)                       NAVD 88
 OC0379
 OC0379  VERT ORDER  -  FIRST     CLASS I
 OC0379
 OC0379.The horizontal coordinates were scaled from a topographic map and have
 OC0379.an estimated accuracy of +/- 6 seconds.
 OC0379
 OC0379.The orthometric height was determined by differential leveling
 OC0379.and adjusted by the National Geodetic Survey in June 1991..
 OC0379
 OC0379.The geoid height was determined by GEOID03.
 OC0379
 OC0379.The dynamic height is computed by dividing the NAVD 88
 OC0379.geopotential number by the normal gravity value computed on the
 OC0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0379.degrees latitude (g = 980.6199 gals.).
 OC0379
 OC0379.The modeled gravity was interpolated from observed gravity values.
 OC0379
 OC0379;                    North         East    Units  Estimated Accuracy
 OC0379;SPC ME W     -    61,660.      870,070.      MT  (+/- 180 meters Scaled)
 OC0379
 OC0379                          SUPERSEDED SURVEY CONTROL
 OC0379
 OC0379  NGVD 29 (??/??/92)   20.421  (m)           67.00   (f) ADJ UNCH    1 1
 OC0379
 OC0379.Superseded values are not recommended for survey control.
 OC0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0379.See file dsdata.txt to determine how the superseded data were derived.
 OC0379
 OC0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ755050(NAD 83)
 OC0379_MARKER: DB = BENCH MARK DISK
 OC0379_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OC0379_SP_SET: FLAGPOLE BASE
 OC0379_STAMPING: H 161 1966
 OC0379_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC0379
 OC0379  HISTORY     - Date     Condition        Report By
 OC0379  HISTORY     - 1966     MONUMENTED       CGS
 OC0379  HISTORY     - 1978     GOOD             DOD
 OC0379  HISTORY     - 1988     GOOD             USPSQD
 OC0379
 OC0379                          STATION DESCRIPTION
 OC0379
 OC0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OC0379'AT KENNEBUNK.
 OC0379'AT KENNEBUNK, AT THE KENNEBUNK POST OFFICE, NEAR THE JUNCTION
 OC0379'OF SUMMER STREET AND U.S. HIGHWAY 1 (MAIN STREET), IN THE TOP
 OC0379'OF THE WEST CORNER OF THE 3-FOOT SQUARE CONCRETE BASE FOR THE
 OC0379'FLAGPOLE, 179 FEET SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY
 OC0379'1, 15 FEET NORTHEAST OF THE NORTHEAST CURB OF THE STREET, 42.0
 OC0379'FEET WEST OF THE WEST CORNER OF THE POST OFFICE BUILDING, AND
 OC0379'ABOUT LEVEL WITH THE STREET.
 OC0379
 OC0379                          STATION RECOVERY (1978)
 OC0379
 OC0379'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 OC0379'RECOVERED IN GOOD CONDITION.
 OC0379
 OC0379                          STATION RECOVERY (1988)
 OC0379
 OC0379'RECOVERY NOTE BY US POWER SQUADRON 1988 (RSR)
 OC0379'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0081 ***********************************************************************
 OC0081  DESIGNATION -  H 162
 OC0081  PID         -  OC0081
 OC0081  STATE/COUNTY-  ME/CUMBERLAND
 OC0081  USGS QUAD   -  OLD ORCHARD BEACH (1975)
 OC0081
 OC0081                         *CURRENT SURVEY CONTROL
 OC0081  ___________________________________________________________________
 OC0081* NAD 83(1986)-  43 34 20.     (N)    070 23 12.     (W)     SCALED    
 OC0081* NAVD 88     -        18.286  (meters)      59.99   (feet)  ADJUSTED  
 OC0081  ___________________________________________________________________
 OC0081  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 OC0081  DYNAMIC HT  -          18.283 (meters)      59.98  (feet)  COMP
 OC0081  MODELED GRAV-     980,496.2   (mgal)                       NAVD 88
 OC0081
 OC0081  VERT ORDER  -  FIRST     CLASS I
 OC0081
 OC0081.The horizontal coordinates were scaled from a topographic map and have
 OC0081.an estimated accuracy of +/- 6 seconds.
 OC0081
 OC0081.The orthometric height was determined by differential leveling
 OC0081.and adjusted by the National Geodetic Survey in June 1991..
 OC0081
 OC0081.The geoid height was determined by GEOID03.
 OC0081
 OC0081.The dynamic height is computed by dividing the NAVD 88
 OC0081.geopotential number by the normal gravity value computed on the
 OC0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0081.degrees latitude (g = 980.6199 gals.).
 OC0081
 OC0081.The modeled gravity was interpolated from observed gravity values.
 OC0081
 OC0081;                    North         East    Units  Estimated Accuracy
 OC0081;SPC ME W     -    82,110.      882,230.      MT  (+/- 180 meters Scaled)
 OC0081
 OC0081                          SUPERSEDED SURVEY CONTROL
 OC0081
 OC0081  NGVD 29 (??/??/92)   18.513  (m)           60.74   (f) ADJ UNCH    1 1
 OC0081
 OC0081.Superseded values are not recommended for survey control.
 OC0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0081.See file dsdata.txt to determine how the superseded data were derived.
 OC0081
 OC0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ880252(NAD 83)
 OC0081_MARKER: DB = BENCH MARK DISK
 OC0081_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC0081_SP_SET: BUILDING
 OC0081_STAMPING: H 162 1966
 OC0081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC0081
 OC0081  HISTORY     - Date     Condition        Report By
 OC0081  HISTORY     - 1966     MONUMENTED       CGS
 OC0081  HISTORY     - 1978     GOOD             DOD
 OC0081  HISTORY     - 1987     GOOD             USPSQD
 OC0081  HISTORY     - 1988     GOOD             USPSQD
 OC0081
 OC0081                          STATION DESCRIPTION
 OC0081
 OC0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OC0081'2.8 MI SW FROM SCARBOROUGH.
 OC0081'ABOUT 2.85 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST
 OC0081'OFFICE AT SCARBOROUGH, ABOUT 0.1 MILE NORTHEAST OF THE JUNCTION
 OC0081'OF STATE HIGHWAY 9, AT THE DUNSTAN SCHOOL, SET VERTICALLY IN THE
 OC0081'SOUTHEAST FACE AT THE SOUTH CORNER OF THE BRICK SCHOOL BUILDING,
 OC0081'107 FEET NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 1, 152
 OC0081'FEET EAST OF THE CENTER LINE OF PAYNE ROAD LEADING NORTH,
 OC0081'AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE GROUND.
 OC0081
 OC0081                          STATION RECOVERY (1978)
 OC0081
 OC0081'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 OC0081'RECOVERED IN GOOD CONDITION.
 OC0081
 OC0081                          STATION RECOVERY (1987)
 OC0081
 OC0081'RECOVERY NOTE BY US POWER SQUADRON 1987 (DWH)
 OC0081'RECOVERED IN GOOD CONDITION.
 OC0081
 OC0081                          STATION RECOVERY (1988)
 OC0081
 OC0081'RECOVERY NOTE BY US POWER SQUADRON 1988 (DWH)
 OC0081'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0009 ***********************************************************************
 PE0009  DESIGNATION -  H 1622
 PE0009  PID         -  PE0009
 PE0009  STATE/COUNTY-  ME/HANCOCK
 PE0009  USGS QUAD   -  ELLSWORTH (1981)
 PE0009
 PE0009                         *CURRENT SURVEY CONTROL
 PE0009  ___________________________________________________________________
 PE0009* NAD 83(1986)-  44 35 12.     (N)    068 27 51.     (W)     SCALED    
 PE0009* NAVD 88     -        52.416  (meters)     171.97   (feet)  POSTED    
 PE0009  ___________________________________________________________________
 PE0009  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 PE0009  DYNAMIC HT  -          52.410 (meters)     171.95  (feet)  COMP
 PE0009  MODELED GRAV-     980,548.5   (mgal)                       NAVD 88
 PE0009
 PE0009  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 PE0009
 PE0009.The horizontal coordinates were scaled from a topographic map and have
 PE0009.an estimated accuracy of +/- 6 seconds.
 PE0009
 PE0009.The orthometric height was determined by differential leveling
 PE0009.and adjusted by the National Geodetic Survey in 1992..
 PE0009.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 PE0009.rate greater than 8.0 mm/km.
 PE0009
 PE0009.The geoid height was determined by GEOID03.
 PE0009
 PE0009.The dynamic height is computed by dividing the NAVD 88
 PE0009.geopotential number by the normal gravity value computed on the
 PE0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0009.degrees latitude (g = 980.6199 gals.).
 PE0009
 PE0009.The modeled gravity was interpolated from observed gravity values.
 PE0009
 PE0009;                    North         East    Units  Estimated Accuracy
 PE0009;SPC ME E     -   102,220.      302,850.      MT  (+/- 180 meters Scaled)
 PE0009
 PE0009                          SUPERSEDED SURVEY CONTROL
 PE0009
 PE0009  NGVD 29 (??/??/92)   52.58   (m)          172.5    (f) COMPUTED    1 2
 PE0009
 PE0009.Superseded values are not recommended for survey control.
 PE0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0009.See file dsdata.txt to determine how the superseded data were derived.
 PE0009
 PE0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK425371(NAD 83)
 PE0009_MARKER: B = BOLT
 PE0009_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE0009_SP_SET: SEMAPHORE
 PE0009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE0009
 PE0009  HISTORY     - Date     Condition        Report By
 PE0009  HISTORY     - UNK      MONUMENTED       MCRR
 PE0009  HISTORY     - 1942     GOOD             NGS
 PE0009
 PE0009                          STATION DESCRIPTION
 PE0009
 PE0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PE0009'2.3 MI NW FROM ELLSWORTH FALLS.
 PE0009'2.3 MI NW ALONG MAINE CENTRAL RAILROAD FROM THE STATION AT
 PE0009'ELLSWORTH FALLS, HANCOCK COUNTY BENCHMARK IS THE TOP OF A
 PE0009'ROUNDHEADED BOLT IN STEEL PLATE ON THE TOP OF CONCRETE BASE FOR
 PE0009'SEMAPHORE NO. H 1622.  IT IS TOWARD BANGOR AND TRACK SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0033 ***********************************************************************
 OC0033  DESIGNATION -  H 163
 OC0033  PID         -  OC0033
 OC0033  STATE/COUNTY-  ME/CUMBERLAND
 OC0033  USGS QUAD   -  PORTLAND WEST (1978)
 OC0033
 OC0033                         *CURRENT SURVEY CONTROL
 OC0033  ___________________________________________________________________
 OC0033* NAD 83(1986)-  43 44 25.     (N)    070 17 16.     (W)     SCALED    
 OC0033* NAVD 88     -        14.064  (meters)      46.14   (feet)  ADJUSTED  
 OC0033  ___________________________________________________________________
 OC0033  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 OC0033  DYNAMIC HT  -          14.063 (meters)      46.14  (feet)  COMP
 OC0033  MODELED GRAV-     980,492.7   (mgal)                       NAVD 88
 OC0033
 OC0033  VERT ORDER  -  FIRST     CLASS I
 OC0033
 OC0033.The horizontal coordinates were scaled from a topographic map and have
 OC0033.an estimated accuracy of +/- 6 seconds.
 OC0033
 OC0033.The orthometric height was determined by differential leveling
 OC0033.and adjusted by the National Geodetic Survey in June 1991..
 OC0033
 OC0033.The geoid height was determined by GEOID03.
 OC0033
 OC0033.The dynamic height is computed by dividing the NAVD 88
 OC0033.geopotential number by the normal gravity value computed on the
 OC0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0033.degrees latitude (g = 980.6199 gals.).
 OC0033
 OC0033.The modeled gravity was interpolated from observed gravity values.
 OC0033
 OC0033;                    North         East    Units  Estimated Accuracy
 OC0033;SPC ME W     -   100,760.      890,240.      MT  (+/- 180 meters Scaled)
 OC0033
 OC0033                          SUPERSEDED SURVEY CONTROL
 OC0033
 OC0033  NGVD 29 (??/??/92)   14.275  (m)           46.83   (f) ADJ UNCH    1 1
 OC0033
 OC0033.Superseded values are not recommended for survey control.
 OC0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0033.See file dsdata.txt to determine how the superseded data were derived.
 OC0033
 OC0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ963438(NAD 83)
 OC0033_MARKER: DB = BENCH MARK DISK
 OC0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OC0033_STAMPING: H 163 1966
 OC0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC0033+STABILITY: SURFACE MOTION
 OC0033
 OC0033  HISTORY     - Date     Condition        Report By
 OC0033  HISTORY     - 1966     MONUMENTED       CGS
 OC0033  HISTORY     - 1978     GOOD             DOD
 OC0033  HISTORY     - 19950614 GOOD             USPSQD
 OC0033  HISTORY     - 20040422 GOOD             INDIV
 OC0033
 OC0033                          STATION DESCRIPTION
 OC0033
 OC0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OC0033'3.8 MI NE FROM PORTLAND.
 OC0033'ABOUT 3.75 MILES NORTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM
 OC0033'THE CROSSING OF STATE HIGHWAY 100 AT PORTLAND, NEAR THE CROSSING
 OC0033'OF FALMOUTH ROAD, 15 RAILS NORTHEAST OF MILEPOST P 8-V 243, 221
 OC0033'FEET EAST OF THE CENTER OF THE CROSSING, 67 FEET EAST-NORTHEAST
 OC0033'OF THE SECOND TELEPHONE POLE NORTHEAST OF THE ROAD CROSSING, 54.3
 OC0033'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 1.5 FEET NORTHWEST OF A
 OC0033'RIGHT-OF-WAY FENCE, 1.5 FEET SOUTHWEST OF A METAL WITNESS POST,
 OC0033'ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK AND SET IN THE TOP OF
 OC0033'A CONCRETE POST PROJECTING 0.4 FOOT.
 OC0033
 OC0033                          STATION RECOVERY (1978)
 OC0033
 OC0033'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 OC0033'RECOVERED IN GOOD CONDITION.
 OC0033
 OC0033                          STATION RECOVERY (1995)
 OC0033
 OC0033'RECOVERY NOTE BY US POWER SQUADRON 1995
 OC0033'RECOVERED IN GOOD CONDITION.
 OC0033
 OC0033                          STATION RECOVERY (2004)
 OC0033
 OC0033'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (SB)
 OC0033'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0081 ***********************************************************************
 PF0081  DESIGNATION -  H 164
 PF0081  PID         -  PF0081
 PF0081  STATE/COUNTY-  ME/ANDROSCOGGIN
 PF0081  USGS QUAD   -  MINOT (1981)
 PF0081
 PF0081                         *CURRENT SURVEY CONTROL
 PF0081  ___________________________________________________________________
 PF0081* NAD 83(1986)-  44 01 30.     (N)    070 16 01.     (W)     SCALED    
 PF0081* NAVD 88     -        64.101  (meters)     210.30   (feet)  ADJUSTED  
 PF0081  ___________________________________________________________________
 PF0081  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 PF0081  DYNAMIC HT  -          64.093 (meters)     210.28  (feet)  COMP
 PF0081  MODELED GRAV-     980,497.7   (mgal)                       NAVD 88
 PF0081
 PF0081  VERT ORDER  -  FIRST     CLASS I
 PF0081
 PF0081.The horizontal coordinates were scaled from a topographic map and have
 PF0081.an estimated accuracy of +/- 6 seconds.
 PF0081
 PF0081.The orthometric height was determined by differential leveling
 PF0081.and adjusted by the National Geodetic Survey in June 1991..
 PF0081
 PF0081.The geoid height was determined by GEOID03.
 PF0081
 PF0081.The dynamic height is computed by dividing the NAVD 88
 PF0081.geopotential number by the normal gravity value computed on the
 PF0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0081.degrees latitude (g = 980.6199 gals.).
 PF0081
 PF0081.The modeled gravity was interpolated from observed gravity values.
 PF0081
 PF0081;                    North         East    Units  Estimated Accuracy
 PF0081;SPC ME W     -   132,400.      891,960.      MT  (+/- 180 meters Scaled)
 PF0081
 PF0081                          SUPERSEDED SURVEY CONTROL
 PF0081
 PF0081  NGVD 29 (??/??/92)   64.291  (m)          210.93   (f) ADJ UNCH    1 1
 PF0081
 PF0081.Superseded values are not recommended for survey control.
 PF0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0081.See file dsdata.txt to determine how the superseded data were derived.
 PF0081
 PF0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ984754(NAD 83)
 PF0081_MARKER: DB = BENCH MARK DISK
 PF0081_SETTING: 66 = SET IN ROCK OUTCROP
 PF0081_SP_SET: ROCK CUT
 PF0081_STAMPING: H 164 1966
 PF0081_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PF0081+STABILITY: POSITION/ELEVATION WELL
 PF0081
 PF0081  HISTORY     - Date     Condition        Report By
 PF0081  HISTORY     - 1966     MONUMENTED       CGS
 PF0081  HISTORY     - 1978     GOOD             NGS
 PF0081  HISTORY     - 1978     MARK NOT FOUND   DOD
 PF0081
 PF0081                          STATION DESCRIPTION
 PF0081
 PF0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PF0081'0.3 MI N FROM DANVILLE.
 PF0081'ABOUT 0.3 MILE NORTH ALONG THE MAINE CENTRAL RAILROAD FROM
 PF0081'DANVILLE JCT. AT DANVILLE, ABOUT 0.2 MILE NORTH OF THE CROSSING OF
 PF0081'OLD DANVILLE ROAD, SET VERTICALLY IN THE WEST FACE NEAR THE
 PF0081'SOUTH END OF A 300-FOOT ROCK CUT, 6 FEET NORTH OF THE SOUTH
 PF0081'END OF THE CUT, 21.5 FEET EAST OF THE EAST RAIL OF THE MAIN
 PF0081'TRACK, 8.3 FEET EAST OF THE EAST RAIL OF A SIDETRACK, AND
 PF0081'ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK.
 PF0081
 PF0081                          STATION RECOVERY (1978)
 PF0081
 PF0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PF0081'THIS MARK HAS BEEN DESIGNATED A BASIC NET A LEVEL LINE JUNCTION.
 PF0081
 PF0081                          STATION RECOVERY (1978)
 PF0081
 PF0081'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PF0081'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1430 ***********************************************************************
 PE1430  DESIGNATION -  H 165
 PE1430  PID         -  PE1430
 PE1430  STATE/COUNTY-  ME/KENNEBEC
 PE1430  USGS QUAD   -  WATERVILLE (1982)
 PE1430
 PE1430                         *CURRENT SURVEY CONTROL
 PE1430  ___________________________________________________________________
 PE1430* NAD 83(1986)-  44 32 52.     (N)    069 43 02.     (W)     SCALED    
 PE1430* NAVD 88     -        76.207  (meters)     250.02   (feet)  ADJUSTED  
 PE1430  ___________________________________________________________________
 PE1430  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 PE1430  DYNAMIC HT  -          76.201 (meters)     250.00  (feet)  COMP
 PE1430  MODELED GRAV-     980,542.6   (mgal)                       NAVD 88
 PE1430  OBS GRAVITY -     980,546.1   (mgal)                       GRAV_OBS
 PE1430
 PE1430  VERT ORDER  -  FIRST     CLASS I
 PE1430
 PE1430.The horizontal coordinates were scaled from a topographic map and have
 PE1430.an estimated accuracy of +/- 6 seconds.
 PE1430
 PE1430.The orthometric height was determined by differential leveling
 PE1430.and adjusted by the National Geodetic Survey in June 1991..
 PE1430
 PE1430.The geoid height was determined by GEOID03.
 PE1430
 PE1430.The dynamic height is computed by dividing the NAVD 88
 PE1430.geopotential number by the normal gravity value computed on the
 PE1430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1430.degrees latitude (g = 980.6199 gals.).
 PE1430
 PE1430.The modeled gravity was interpolated from observed gravity values.
 PE1430.The observed gravity was obtained from relative gravimeter ties
 PE1430.to the IGSN71 gravity network.
 PE1430
 PE1430;                    North         East    Units  Estimated Accuracy
 PE1430;SPC ME W     -   190,580.      935,710.      MT  (+/- 180 meters Scaled)
 PE1430
 PE1430                          SUPERSEDED SURVEY CONTROL
 PE1430
 PE1430  NGVD 29 (??/??/92)   76.400  (m)          250.66   (f) ADJ UNCH    1 1
 PE1430
 PE1430.Superseded values are not recommended for survey control.
 PE1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1430.See file dsdata.txt to determine how the superseded data were derived.
 PE1430
 PE1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK430329(NAD 83)
 PE1430_MARKER: DB = BENCH MARK DISK
 PE1430_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE1430_SP_SET: BUILDING
 PE1430_STAMPING: H 165 1966
 PE1430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE1430
 PE1430  HISTORY     - Date     Condition        Report By
 PE1430  HISTORY     - 1966     MONUMENTED       CGS
 PE1430  HISTORY     - 1978     GOOD             DOD
 PE1430
 PE1430                          STATION DESCRIPTION
 PE1430
 PE1430'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE1430'AT OAKLAND.
 PE1430'AT OAKLAND, AT THE POST OFFICE, 24.0 FEET SOUTHEAST OF THE
 PE1430'SOUTHEAST RAIL OF THE MAIN TRACK OF THE MAINE CENTRAL RAILROAD,
 PE1430'SET VERTICALLY IN THE WEST FACE NEAR THE NORTHWEST CORNER OF
 PE1430'THE POST OFFICE BUILDING, 1 FOOT SOUTH OF THE NORTHWEST CORNER,
 PE1430'AND ABOUT 3 FEET ABOVE THE LEVEL OF THE GROUND.
 PE1430
 PE1430                          STATION RECOVERY (1978)
 PE1430
 PE1430'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE1430'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1117 ***********************************************************************
 PE1117  DESIGNATION -  H 166
 PE1117  PID         -  PE1117
 PE1117  STATE/COUNTY-  ME/KENNEBEC
 PE1117  USGS QUAD   -  WINTHROP (1980)
 PE1117
 PE1117                         *CURRENT SURVEY CONTROL
 PE1117  ___________________________________________________________________
 PE1117* NAD 83(1986)-  44 16 59.     (N)    069 59 20.     (W)     SCALED    
 PE1117* NAVD 88     -        54.429  (meters)     178.57   (feet)  ADJUSTED  
 PE1117  ___________________________________________________________________
 PE1117  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 PE1117  DYNAMIC HT  -          54.425 (meters)     178.56  (feet)  COMP
 PE1117  MODELED GRAV-     980,531.5   (mgal)                       NAVD 88
 PE1117  OBS GRAVITY -     980,531.8   (mgal)                       GRAV_OBS
 PE1117
 PE1117  VERT ORDER  -  FIRST     CLASS I
 PE1117
 PE1117.The horizontal coordinates were scaled from a topographic map and have
 PE1117.an estimated accuracy of +/- 6 seconds.
 PE1117
 PE1117.The orthometric height was determined by differential leveling
 PE1117.and adjusted by the National Geodetic Survey in June 1991..
 PE1117
 PE1117.The geoid height was determined by GEOID03.
 PE1117
 PE1117.The dynamic height is computed by dividing the NAVD 88
 PE1117.geopotential number by the normal gravity value computed on the
 PE1117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1117.degrees latitude (g = 980.6199 gals.).
 PE1117
 PE1117.The modeled gravity was interpolated from observed gravity values.
 PE1117.The observed gravity was obtained from relative gravimeter ties
 PE1117.to the IGSN71 gravity network.
 PE1117
 PE1117;                    North         East    Units  Estimated Accuracy
 PE1117;SPC ME W     -   161,080.      914,190.      MT  (+/- 180 meters Scaled)
 PE1117
 PE1117                          SUPERSEDED SURVEY CONTROL
 PE1117
 PE1117  NGVD 29 (??/??/92)   54.621  (m)          179.20   (f) ADJ UNCH    1 1
 PE1117
 PE1117.Superseded values are not recommended for survey control.
 PE1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1117.See file dsdata.txt to determine how the superseded data were derived.
 PE1117
 PE1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK210037(NAD 83)
 PE1117_MARKER: DB = BENCH MARK DISK
 PE1117_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE1117_SP_SET: CULVERT
 PE1117_STAMPING: H 166 1966
 PE1117_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE1117
 PE1117  HISTORY     - Date     Condition        Report By
 PE1117  HISTORY     - 1966     MONUMENTED       CGS
 PE1117  HISTORY     - 1978     GOOD             DOD
 PE1117
 PE1117                          STATION DESCRIPTION
 PE1117
 PE1117'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE1117'1.6 MI SW FROM WINTHROP.
 PE1117'ABOUT 1.6 MILES SOUTHWEST ALONG THE MAINE CENTRAL RAILROAD
 PE1117'FROM THE STATION AT WINTHROP, ABOUT 0.6 MILE SOUTHWEST OF THE
 PE1117'OVERPASS CROSSING OF ANNABESSACOOK ROAD, 128 FEET SOUTHWEST OF
 PE1117'MILEPOST P 55/V199 IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 PE1117'STONE ABUTMENT OF A 15-FOOT STONE CULVERT OVER HOYT BROOK, 13.5
 PE1117'FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 2 FEET
 PE1117'SOUTHEAST OF THE SOUTHEAST SIDE OF THE SOUTHEAST HEAD WALL OF
 PE1117'THE CULVERT, AND ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK.
 PE1117
 PE1117                          STATION RECOVERY (1978)
 PE1117
 PE1117'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE1117'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0030 ***********************************************************************
 PE0030  DESIGNATION -  H 1668
 PE0030  PID         -  PE0030
 PE0030  STATE/COUNTY-  ME/HANCOCK
 PE0030  USGS QUAD   -  ELLSWORTH (1981)
 PE0030
 PE0030                         *CURRENT SURVEY CONTROL
 PE0030  ___________________________________________________________________
 PE0030* NAD 83(1986)-  44 32 24.     (N)    068 24 22.     (W)     SCALED    
 PE0030* NAVD 88     -        48.074  (meters)     157.72   (feet)  ADJUSTED  
 PE0030  ___________________________________________________________________
 PE0030  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 PE0030  DYNAMIC HT  -          48.071 (meters)     157.71  (feet)  COMP
 PE0030  MODELED GRAV-     980,563.2   (mgal)                       NAVD 88
 PE0030
 PE0030  VERT ORDER  -  FIRST     CLASS II
 PE0030
 PE0030.The horizontal coordinates were scaled from a topographic map and have
 PE0030.an estimated accuracy of +/- 6 seconds.
 PE0030
 PE0030.The orthometric height was determined by differential leveling
 PE0030.and adjusted by the National Geodetic Survey in June 1991..
 PE0030
 PE0030.The geoid height was determined by GEOID03.
 PE0030
 PE0030.The dynamic height is computed by dividing the NAVD 88
 PE0030.geopotential number by the normal gravity value computed on the
 PE0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0030.degrees latitude (g = 980.6199 gals.).
 PE0030
 PE0030.The modeled gravity was interpolated from observed gravity values.
 PE0030
 PE0030;                    North         East    Units  Estimated Accuracy
 PE0030;SPC ME E     -    97,030.      307,460.      MT  (+/- 180 meters Scaled)
 PE0030
 PE0030                          SUPERSEDED SURVEY CONTROL
 PE0030
 PE0030  NGVD 29 (??/??/92)   48.27   (m)          158.4    (f) COMPUTED    1 2
 PE0030
 PE0030.Superseded values are not recommended for survey control.
 PE0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0030.See file dsdata.txt to determine how the superseded data were derived.
 PE0030
 PE0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK471320(NAD 83)
 PE0030_MARKER: B = BOLT
 PE0030_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE0030_SP_SET: SEMPHORE
 PE0030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE0030
 PE0030  HISTORY     - Date     Condition        Report By
 PE0030  HISTORY     - UNK      MONUMENTED       MCRR
 PE0030  HISTORY     - 1942     GOOD             NGS
 PE0030
 PE0030                          STATION DESCRIPTION
 PE0030
 PE0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PE0030'0.7 MI NE FROM ELLSWORTH.
 PE0030'0.7 MI. NE ALONG MAINE CENTRAL RAILROAD FROM STATION AT ELLSWORTH,
 PE0030'HANCOCK COUNTY.  THE TOP OF ROUNDHEADED BOLT IN STEEL PLATE ON
 PE0030'TOP OF CONCRETE BASE OF SEMAPHORE NO. H 1668.  IT IS TOWARD
 PE0030'BANGOR AND TRACK SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0014 ***********************************************************************
 QF0014  DESIGNATION -  H 167
 QF0014  PID         -  QF0014
 QF0014  STATE/COUNTY-  ME/WASHINGTON
 QF0014  USGS QUAD   -  MEDDYBEMPS LAKE EAST (1987)
 QF0014
 QF0014                         *CURRENT SURVEY CONTROL
 QF0014  ___________________________________________________________________
 QF0014* NAD 83(1986)-  45 03 02.     (N)    067 15 36.     (W)     SCALED    
 QF0014* NAVD 88     -        37.418  (meters)     122.76   (feet)  ADJUSTED  
 QF0014  ___________________________________________________________________
 QF0014  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 QF0014  DYNAMIC HT  -          37.417 (meters)     122.76  (feet)  COMP
 QF0014  MODELED GRAV-     980,610.5   (mgal)                       NAVD 88
 QF0014
 QF0014  VERT ORDER  -  FIRST     CLASS I
 QF0014
 QF0014.The horizontal coordinates were scaled from a topographic map and have
 QF0014.an estimated accuracy of +/- 6 seconds.
 QF0014
 QF0014.The orthometric height was determined by differential leveling
 QF0014.and adjusted by the National Geodetic Survey in June 1991..
 QF0014
 QF0014.The geoid height was determined by GEOID03.
 QF0014
 QF0014.The dynamic height is computed by dividing the NAVD 88
 QF0014.geopotential number by the normal gravity value computed on the
 QF0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0014.degrees latitude (g = 980.6199 gals.).
 QF0014
 QF0014.The modeled gravity was interpolated from observed gravity values.
 QF0014
 QF0014;                    North         East    Units  Estimated Accuracy
 QF0014;SPC ME E     -   154,510.      397,670.      MT  (+/- 180 meters Scaled)
 QF0014
 QF0014                          SUPERSEDED SURVEY CONTROL
 QF0014
 QF0014  NGVD 29 (??/??/92)   37.624  (m)          123.44   (f) ADJ UNCH    1 1
 QF0014
 QF0014.Superseded values are not recommended for survey control.
 QF0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0014.See file dsdata.txt to determine how the superseded data were derived.
 QF0014
 QF0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK370900(NAD 83)
 QF0014_MARKER: DB = BENCH MARK DISK
 QF0014_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QF0014_SP_SET: 102.0 FEET
 QF0014_STAMPING: H 167 1966
 QF0014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QF0014
 QF0014  HISTORY     - Date     Condition        Report By
 QF0014  HISTORY     - 1966     MONUMENTED       CGS
 QF0014  HISTORY     - 1978     POOR             DMA
 QF0014
 QF0014                          STATION DESCRIPTION
 QF0014
 QF0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 QF0014'2.2 MI N FROM CHARLOTTE.
 QF0014'2.15 MILES NORTH ALONG THE MAINE CENTRAL RAILROAD FROM THE
 QF0014'CROSSING OF A BLACK TOPPED ROAD AT CHARLOTTE, 318 FEET WEST OF
 QF0014'BENCH MARK L 6 DESCRIBED, 292 FEET WEST OF THE WEST RAIL, 15
 QF0014'FEET NORTH OF THE CENTER LINE OF A FARM ROAD, 1.5 FEET NORTH
 QF0014'OF A METAL WITNESS POST, ABOUT 6 FEET ABOVE THE LEVEL OF THE
 QF0014'TRACK, AND IS A DISK ON A COPPER COATED STEEL ROD PROJECTING
 QF0014'0.2 FOOT AND PROTECTED BY A 6-INCH TILE PROJECTING 0.3 FOOT.
 QF0014'THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 102.0 FEET.
 QF0014
 QF0014                          STATION RECOVERY (1978)
 QF0014
 QF0014'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 QF0014'THE SIX INCH TILE AND CONCRETE AROUND IT APPEARS TO HAVE BEEN HEAVED,
 QF0014'BY FROST ACTION, ABOUT EIGHT INCHES ABOVE GROUND AND IS ALSO LEANING
 QF0014'AT AN ANGLE DISK AND ROD APPEAR TO HAVE NOT BEEN HEAVED BUT
 QF0014'POSSIBILITY OF ROD BENT SLIGHTLY BY THE TILTING ANGLE OF THE TILE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0032 ***********************************************************************
 PE0032  DESIGNATION -  H 1673
 PE0032  PID         -  PE0032
 PE0032  STATE/COUNTY-  ME/HANCOCK
 PE0032  USGS QUAD   -  ELLSWORTH (1981)
 PE0032
 PE0032                         *CURRENT SURVEY CONTROL
 PE0032  ___________________________________________________________________
 PE0032* NAD 83(1986)-  44 32 39.     (N)    068 23 53.     (W)     SCALED    
 PE0032* NAVD 88     -        43.201  (meters)     141.74   (feet)  ADJUSTED  
 PE0032  ___________________________________________________________________
 PE0032  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 PE0032  DYNAMIC HT  -          43.199 (meters)     141.73  (feet)  COMP
 PE0032  MODELED GRAV-     980,562.8   (mgal)                       NAVD 88
 PE0032
 PE0032  VERT ORDER  -  FIRST     CLASS II
 PE0032
 PE0032.The horizontal coordinates were scaled from a topographic map and have
 PE0032.an estimated accuracy of +/- 6 seconds.
 PE0032
 PE0032.The orthometric height was determined by differential leveling
 PE0032.and adjusted by the National Geodetic Survey in June 1991..
 PE0032
 PE0032.The geoid height was determined by GEOID03.
 PE0032
 PE0032.The dynamic height is computed by dividing the NAVD 88
 PE0032.geopotential number by the normal gravity value computed on the
 PE0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0032.degrees latitude (g = 980.6199 gals.).
 PE0032
 PE0032.The modeled gravity was interpolated from observed gravity values.
 PE0032
 PE0032;                    North         East    Units  Estimated Accuracy
 PE0032;SPC ME E     -    97,500.      308,100.      MT  (+/- 180 meters Scaled)
 PE0032
 PE0032                          SUPERSEDED SURVEY CONTROL
 PE0032
 PE0032  NGVD 29 (??/??/92)   43.39   (m)          142.4    (f) COMPUTED    1 2
 PE0032
 PE0032.Superseded values are not recommended for survey control.
 PE0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0032.See file dsdata.txt to determine how the superseded data were derived.
 PE0032
 PE0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK478324(NAD 83)
 PE0032_MARKER: B = BOLT
 PE0032_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE0032_SP_SET: SEMAPHORE
 PE0032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE0032
 PE0032  HISTORY     - Date     Condition        Report By
 PE0032  HISTORY     - UNK      MONUMENTED       MCRR
 PE0032  HISTORY     - 1942     GOOD             NGS
 PE0032
 PE0032                          STATION DESCRIPTION
 PE0032
 PE0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PE0032'1.1 MI SW FROM WASHINGTON JUNCTION.
 PE0032'1.1 MI. SW ALONG MAINE CENTRAL RR FROM THE STATION AT WASHINGTON
 PE0032'JUNCTION, HANCOCK COUNTY.  THE TOP OF ROUNDHEADED BOLT IN STEEL
 PE0032'PLATE ON TOP OF CONCRETE BASE OF SEMAPHORE NO. H1673.  IT IS
 PE0032'TOWARD BANGOR AND TRACK SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0155 ***********************************************************************
 PD0155  DESIGNATION -  H 168
 PD0155  PID         -  PD0155
 PD0155  STATE/COUNTY-  ME/WASHINGTON
 PD0155  USGS QUAD   -  LONG LAKE (1989)
 PD0155
 PD0155                         *CURRENT SURVEY CONTROL
 PD0155  ___________________________________________________________________
 PD0155* NAD 83(1986)-  44 51 42.     (N)    067 22 15.     (W)     SCALED    
 PD0155* NAVD 88     -        32.243  (meters)     105.78   (feet)  ADJUSTED  
 PD0155  ___________________________________________________________________
 PD0155  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 PD0155  DYNAMIC HT  -          32.243 (meters)     105.78  (feet)  COMP
 PD0155  MODELED GRAV-     980,589.8   (mgal)                       NAVD 88
 PD0155
 PD0155  VERT ORDER  -  FIRST     CLASS I
 PD0155
 PD0155.The horizontal coordinates were scaled from a topographic map and have
 PD0155.an estimated accuracy of +/- 6 seconds.
 PD0155
 PD0155.The orthometric height was determined by differential leveling
 PD0155.and adjusted by the National Geodetic Survey in June 1991..
 PD0155
 PD0155.The geoid height was determined by GEOID03.
 PD0155
 PD0155.The dynamic height is computed by dividing the NAVD 88
 PD0155.geopotential number by the normal gravity value computed on the
 PD0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0155.degrees latitude (g = 980.6199 gals.).
 PD0155
 PD0155.The modeled gravity was interpolated from observed gravity values.
 PD0155
 PD0155;                    North         East    Units  Estimated Accuracy
 PD0155;SPC ME E     -   133,390.      389,240.      MT  (+/- 180 meters Scaled)
 PD0155
 PD0155                          SUPERSEDED SURVEY CONTROL
 PD0155
 PD0155  NGVD 29 (??/??/92)   32.454  (m)          106.48   (f) ADJ UNCH    1 1
 PD0155
 PD0155.Superseded values are not recommended for survey control.
 PD0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0155.See file dsdata.txt to determine how the superseded data were derived.
 PD0155
 PD0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK287688(NAD 83)
 PD0155_MARKER: DB = BENCH MARK DISK
 PD0155_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PD0155_SP_SET: 15.0 FEET
 PD0155_STAMPING: H 168 1966
 PD0155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PD0155
 PD0155  HISTORY     - Date     Condition        Report By
 PD0155  HISTORY     - 1966     MONUMENTED       CGS
 PD0155  HISTORY     - 1978     GOOD             DMA
 PD0155
 PD0155                          STATION DESCRIPTION
 PD0155
 PD0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PD0155'7.2 MI SW FROM DENNYSVILLE.
 PD0155'7.15 MILES SOUTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PD0155'CROSSING OF STATE HIGHWAY 86 AT DENNYSVILLE, ABOUT 0.1 MILE
 PD0155'NORTHEAST OF MILEPOST C30/P240, NEAR THE CROSSING OF A PRIVATE
 PD0155'DIRT ROAD, 158 FEET WEST OF THE WEST CORNER OF THE SOUTHWEST
 PD0155'STONE ABUTMENT OF A RAILROAD BRIDGE OVER PATRICK BROOK, 135
 PD0155'FEET NORTH OF THE CENTER OF THE CROSSING, 41.5 FEET NORTHWEST OF
 PD0155'THE NORTHWEST RAIL, 34 FEET EAST OF THE CENTER LINE OF THE ROAD,
 PD0155'130.5 FEET WEST OF BENCH MARK V 6 DESCRIBED, 2.0 FEET NORTHEAST
 PD0155'OF A METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF
 PD0155'THE TRACK, AND IS A DISK ON A COPPER COATED STEEL ROD PROJECTING
 PD0155'0.1 FOOT AND PROTECTED BY A 6-INCH IRON PIPE PROJECTING 0.2
 PD0155'FOOT.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 15.0 FEET.
 PD0155
 PD0155                          STATION RECOVERY (1978)
 PD0155
 PD0155'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PD0155'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0212 ***********************************************************************
 PE0212  DESIGNATION -  H 169
 PE0212  PID         -  PE0212
 PE0212  STATE/COUNTY-  ME/HANCOCK
 PE0212  USGS QUAD   -  WINTER HARBOR (1985)
 PE0212
 PE0212                         *CURRENT SURVEY CONTROL
 PE0212  ___________________________________________________________________
 PE0212* NAD 83(1986)-  44 26 47.     (N)    068 01 10.     (W)     SCALED    
 PE0212* NAVD 88     -        30.508  (meters)     100.09   (feet)  ADJUSTED  
 PE0212  ___________________________________________________________________
 PE0212  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 PE0212  DYNAMIC HT  -          30.506 (meters)     100.09  (feet)  COMP
 PE0212  MODELED GRAV-     980,571.3   (mgal)                       NAVD 88
 PE0212
 PE0212  VERT ORDER  -  SECOND    CLASS 0
 PE0212
 PE0212.The horizontal coordinates were scaled from a topographic map and have
 PE0212.an estimated accuracy of +/- 6 seconds.
 PE0212
 PE0212.The orthometric height was determined by differential leveling
 PE0212.and adjusted by the National Geodetic Survey in June 1991..
 PE0212
 PE0212.The geoid height was determined by GEOID03.
 PE0212
 PE0212.The dynamic height is computed by dividing the NAVD 88
 PE0212.geopotential number by the normal gravity value computed on the
 PE0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0212.degrees latitude (g = 980.6199 gals.).
 PE0212
 PE0212.The modeled gravity was interpolated from observed gravity values.
 PE0212
 PE0212;                    North         East    Units  Estimated Accuracy
 PE0212;SPC ME E     -    86,740.      338,250.      MT  (+/- 180 meters Scaled)
 PE0212
 PE0212                          SUPERSEDED SURVEY CONTROL
 PE0212
 PE0212  NGVD 29 (??/??/92)   30.704  (m)          100.73   (f) ADJ UNCH    2 0
 PE0212
 PE0212.Superseded values are not recommended for survey control.
 PE0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0212.See file dsdata.txt to determine how the superseded data were derived.
 PE0212
 PE0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK780219(NAD 83)
 PE0212_MARKER: DB = BENCH MARK DISK
 PE0212_SETTING: 66 = SET IN ROCK OUTCROP
 PE0212_SP_SET: BEDROCK
 PE0212_STAMPING: H 169 1966
 PE0212_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0212+STABILITY: POSITION/ELEVATION WELL
 PE0212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE0212+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2005
 PE0212
 PE0212  HISTORY     - Date     Condition        Report By
 PE0212  HISTORY     - 1966     MONUMENTED       CGS
 PE0212  HISTORY     - 19861010 GOOD             USPSQD
 PE0212  HISTORY     - 20051020 GOOD             PATRIO
 PE0212
 PE0212                          STATION DESCRIPTION
 PE0212
 PE0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE0212'2.3 MI S FROM GOULDSBORO.
 PE0212'2.3 MILES SOUTH ALONG STATE HIGHWAY 186 FROM THE POST OFFICE AT
 PE0212'GOULDSBORO, NEAR THE JUNCTION OF A DIM TRAIL LEADING WEST, SET
 PE0212'ON THE TOP OF A LARGE MASS OF EXPOSED BEDROCK, 87 FEET WEST OF
 PE0212'THE CENTER LINE OF THE HIGHWAY, 99 FEET NORTHWEST OF POWER LINE
 PE0212'POLE NO. 89, 80 FEET SOUTH OF THE CENTER LINE OF TRAIL LEADING
 PE0212'WEST, 115 FEET NORTH AND ABOUT 8 FEET LOWER THAN THE HIGHEST
 PE0212'PART OF THE MASS OF BEDROCK AND ABOUT 2 FEET ABOVE THE LEVEL OF
 PE0212'THE HIGHWAY.
 PE0212
 PE0212                          STATION RECOVERY (1986)
 PE0212
 PE0212'RECOVERY NOTE BY US POWER SQUADRON 1986 (ELG)
 PE0212'RECOVERED IN GOOD CONDITION.
 PE0212
 PE0212                          STATION RECOVERY (2005)
 PE0212
 PE0212'RECOVERY NOTE BY PATRIOT LAND SURVEYORS 2005 (JBC)
 PE0212'PREVIOUSLY DESCRIBED 'TRAIL LEADING WEST' IS NOW OFFICIALLY NAMED
 PE0212'MEADOW ROAD BY THE TOWN OF GOULDSBORO. IDEAL GPS CONDITIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1285 ***********************************************************************
 PE1285  DESIGNATION -  H 17
 PE1285  PID         -  PE1285
 PE1285  STATE/COUNTY-  ME/LINCOLN
 PE1285  USGS QUAD   -  WISCASSET (1979)
 PE1285
 PE1285                         *CURRENT SURVEY CONTROL
 PE1285  ___________________________________________________________________
 PE1285* NAD 83(1986)-  44 00 01.     (N)    069 39 55.     (W)     SCALED    
 PE1285* NAVD 88     -         8.864  (meters)      29.08   (feet)  ADJUSTED  
 PE1285  ___________________________________________________________________
 PE1285  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 PE1285  DYNAMIC HT  -           8.864 (meters)      29.08  (feet)  COMP
 PE1285  MODELED GRAV-     980,520.7   (mgal)                       NAVD 88
 PE1285
 PE1285  VERT ORDER  -  SECOND    CLASS 0
 PE1285
 PE1285.The horizontal coordinates were scaled from a topographic map and have
 PE1285.an estimated accuracy of +/- 6 seconds.
 PE1285
 PE1285.The orthometric height was determined by differential leveling
 PE1285.and adjusted by the National Geodetic Survey in June 1991..
 PE1285
 PE1285.The geoid height was determined by GEOID03.
 PE1285
 PE1285.The dynamic height is computed by dividing the NAVD 88
 PE1285.geopotential number by the normal gravity value computed on the
 PE1285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1285.degrees latitude (g = 980.6199 gals.).
 PE1285
 PE1285.The modeled gravity was interpolated from observed gravity values.
 PE1285
 PE1285;                    North         East    Units  Estimated Accuracy
 PE1285;SPC ME W     -   129,770.      940,210.      MT  (+/- 180 meters Scaled)
 PE1285
 PE1285                          SUPERSEDED SURVEY CONTROL
 PE1285
 PE1285  NGVD 29 (??/??/92)    9.079  (m)           29.79   (f) ADJ UNCH    2 0
 PE1285
 PE1285.Superseded values are not recommended for survey control.
 PE1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1285.See file dsdata.txt to determine how the superseded data were derived.
 PE1285
 PE1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ466721(NAD 83)
 PE1285_MARKER: DB = BENCH MARK DISK
 PE1285_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE1285_SP_SET: BUILDING
 PE1285_STAMPING: H 17 1933
 PE1285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE1285_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PE1285+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2006
 PE1285
 PE1285  HISTORY     - Date     Condition        Report By
 PE1285  HISTORY     - 1933     MONUMENTED       CGS
 PE1285  HISTORY     - 1963     GOOD             NGS
 PE1285  HISTORY     - 1976     GOOD             MEDT
 PE1285  HISTORY     - 1988     GOOD             USPSQD
 PE1285  HISTORY     - 19910427 GOOD             USPSQD
 PE1285  HISTORY     - 20040422 GOOD             USPSQD
 PE1285  HISTORY     - 20060519 GOOD             USPSQD
 PE1285
 PE1285                          STATION DESCRIPTION
 PE1285
 PE1285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 PE1285'AT WISCASSET.
 PE1285'AT WISCASSET, AT THE INTERSECTION OF WATER AND FORE STREET, SET
 PE1285'VERTICALLY IN THE SOUTH BRICK WALL AND NEAR THE SOUTHEAST
 PE1285'CORNER OF THE FORMER POST OFFICE BUILDING, 106.0 FEET NORTHWEST
 PE1285'OF TIDAL MARK NO. 5, 0.9 FOOT WEST OF THE SOUTHEAST CORNER OF
 PE1285'THE BUILDING AND 3.9 FEET ABOVE THE LEVEL OF THE GROUND.  TIDAL
 PE1285'STATION 58 WISCASSET, MAINE.
 PE1285
 PE1285                          STATION RECOVERY (1976)
 PE1285
 PE1285'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1976
 PE1285'RECOVERED IN GOOD CONDITION.
 PE1285
 PE1285                          STATION RECOVERY (1988)
 PE1285
 PE1285'RECOVERY NOTE BY US POWER SQUADRON 1988 (RS)
 PE1285'RECOVERED IN GOOD CONDITION.
 PE1285
 PE1285                          STATION RECOVERY (1991)
 PE1285
 PE1285'RECOVERY NOTE BY US POWER SQUADRON 1991 (RSL)
 PE1285'RECOVERED IN GOOD CONDITION.
 PE1285
 PE1285                          STATION RECOVERY (2004)
 PE1285
 PE1285'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMW)
 PE1285'RECOVERED IN GOOD CONDITION.
 PE1285
 PE1285                          STATION RECOVERY (2006)
 PE1285
 PE1285'RECOVERY NOTE BY US POWER SQUADRON 2006 (AMW)
 PE1285'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0048 ***********************************************************************
 PE0048  DESIGNATION -  H 170
 PE0048  PID         -  PE0048
 PE0048  STATE/COUNTY-  ME/HANCOCK
 PE0048  USGS QUAD   -  HANCOCK (1981)
 PE0048
 PE0048                         *CURRENT SURVEY CONTROL
 PE0048  ___________________________________________________________________
 PE0048* NAD 83(1986)-  44 35 02.     (N)    068 19 29.     (W)     SCALED    
 PE0048* NAVD 88     -        34.394  (meters)     112.84   (feet)  ADJUSTED  
 PE0048  ___________________________________________________________________
 PE0048  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 PE0048  DYNAMIC HT  -          34.392 (meters)     112.83  (feet)  COMP
 PE0048  MODELED GRAV-     980,566.0   (mgal)                       NAVD 88
 PE0048
 PE0048  VERT ORDER  -  FIRST     CLASS I
 PE0048
 PE0048.The horizontal coordinates were scaled from a topographic map and have
 PE0048.an estimated accuracy of +/- 6 seconds.
 PE0048
 PE0048.The orthometric height was determined by differential leveling
 PE0048.and adjusted by the National Geodetic Survey in June 1991..
 PE0048
 PE0048.The geoid height was determined by GEOID03.
 PE0048
 PE0048.The dynamic height is computed by dividing the NAVD 88
 PE0048.geopotential number by the normal gravity value computed on the
 PE0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0048.degrees latitude (g = 980.6199 gals.).
 PE0048
 PE0048.The modeled gravity was interpolated from observed gravity values.
 PE0048
 PE0048;                    North         East    Units  Estimated Accuracy
 PE0048;SPC ME E     -   101,920.      313,920.      MT  (+/- 180 meters Scaled)
 PE0048
 PE0048                          SUPERSEDED SURVEY CONTROL
 PE0048
 PE0048  NGVD 29 (??/??/92)   34.592  (m)          113.49   (f) ADJ UNCH    1 1
 PE0048
 PE0048.Superseded values are not recommended for survey control.
 PE0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0048.See file dsdata.txt to determine how the superseded data were derived.
 PE0048
 PE0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK536369(NAD 83)
 PE0048_MARKER: DB = BENCH MARK DISK
 PE0048_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PE0048_SP_SET: 9 FEET
 PE0048_STAMPING: H 170 1966
 PE0048_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0048
 PE0048  HISTORY     - Date     Condition        Report By
 PE0048  HISTORY     - 1966     MONUMENTED       CGS
 PE0048  HISTORY     - 1978     GOOD             DMA
 PE0048
 PE0048                          STATION DESCRIPTION
 PE0048
 PE0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE0048'4.2 MI NE FROM WASHINGTON JUNCTION.
 PE0048'4.15 MILES NORTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE0048'STATION AT WASHINGTON JUNCTION, ABOUT 0.35 MILE WEST OF MILEPOST
 PE0048'P173/C97, ON THE OUTSIDE NEAR THE EAST END OF A LONG CURVE WITH
 PE0048'TANGENTS EXTENDING EAST AND SOUTHWEST, 47 FEET NORTHEAST OF THE
 PE0048'CENTER OF A NARROW DIRT CROSSING, 32.5 FEET NORTH OF THE NORTH
 PE0048'RAIL, 1.4 FEET WEST OF A METAL WITNESS POST, ABOUT 4 1/2 FEET
 PE0048'ABOVE THE LEVEL OF THE TRACK, AND IS A DISK ON A COPPER COATED
 PE0048'STEEL ROD PROJECTING 0.3 FOOT AND PROTECTED BY A 5-INCH IRON
 PE0048'PIPE PROJECTING 6 INCHES.  THE ROD WAS DRIVEN TO REFUSAL AT A
 PE0048'DEPTH OF 9 FEET.
 PE0048
 PE0048                          STATION RECOVERY (1978)
 PE0048
 PE0048'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PE0048'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0726 ***********************************************************************
 PF0726  DESIGNATION -  H 171
 PF0726  PID         -  PF0726
 PF0726  STATE/COUNTY-  ME/ANDROSCOGGIN
 PF0726  USGS QUAD   -  MINOT (1981)
 PF0726
 PF0726                         *CURRENT SURVEY CONTROL
 PF0726  ___________________________________________________________________
 PF0726* NAD 83(1986)-  44 05 04.     (N)    070 19 18.     (W)     SCALED    
 PF0726* NAVD 88     -        73.127  (meters)     239.92   (feet)  ADJUSTED  
 PF0726  ___________________________________________________________________
 PF0726  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 PF0726  DYNAMIC HT  -          73.117 (meters)     239.88  (feet)  COMP
 PF0726  MODELED GRAV-     980,490.4   (mgal)                       NAVD 88
 PF0726
 PF0726  VERT ORDER  -  FIRST     CLASS II
 PF0726
 PF0726.The horizontal coordinates were scaled from a topographic map and have
 PF0726.an estimated accuracy of +/- 6 seconds.
 PF0726
 PF0726.The orthometric height was determined by differential leveling
 PF0726.and adjusted by the National Geodetic Survey in June 1991..
 PF0726
 PF0726.The geoid height was determined by GEOID03.
 PF0726
 PF0726.The dynamic height is computed by dividing the NAVD 88
 PF0726.geopotential number by the normal gravity value computed on the
 PF0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0726.degrees latitude (g = 980.6199 gals.).
 PF0726
 PF0726.The modeled gravity was interpolated from observed gravity values.
 PF0726
 PF0726;                    North         East    Units  Estimated Accuracy
 PF0726;SPC ME W     -   139,010.      887,590.      MT  (+/- 180 meters Scaled)
 PF0726
 PF0726                          SUPERSEDED SURVEY CONTROL
 PF0726
 PF0726.No superseded survey control is available for this station.
 PF0726
 PF0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ941821(NAD 83)
 PF0726_MARKER: DB = BENCH MARK DISK
 PF0726_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PF0726_SP_SET: BRIDGE ABUTMENT
 PF0726_STAMPING: H 171 1978
 PF0726_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0726
 PF0726  HISTORY     - Date     Condition        Report By
 PF0726  HISTORY     - 1978     MONUMENTED       NGS
 PF0726
 PF0726                          STATION DESCRIPTION
 PF0726
 PF0726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PF0726'0.6 MI SE FROM MINOT.
 PF0726'0.25 MI. EAST ALONG STATE HIGHWAY 121 FROM THE POST OFFICE AT MINOT,
 PF0726'THENCE 0.3 MI. SOUTHEAST ALONG RIVER ROAD, THENCE 0.05 MI. SOUTHWEST
 PF0726'ALONG EMPIRE ROAD, AT THE SOUTHEAST CORNER OF A CONCRETE BRIDGE OVER
 PF0726'THE LITTLE ANDROSCOGGIN RIVER, IN THE TOP AND 7 INCHES SOUTHWEST OF
 PF0726'THE NORTHEAST FACE OF THE SOUTHEAST END OF THE SOUTHWEST ABUTMENT, 6.2
 PF0726'FT. SOUTHEAST OF THE SOUTHEAST CURB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0759 ***********************************************************************
 PF0759  DESIGNATION -  H 172
 PF0759  PID         -  PF0759
 PF0759  STATE/COUNTY-  ME/OXFORD
 PF0759  USGS QUAD   -  WEST PARIS (1967)
 PF0759
 PF0759                         *CURRENT SURVEY CONTROL
 PF0759  ___________________________________________________________________
 PF0759* NAD 83(1986)-  44 19 54.     (N)    070 33 19.     (W)     SCALED    
 PF0759* NAVD 88     -       144.995  (meters)     475.70   (feet)  ADJUSTED  
 PF0759  ___________________________________________________________________
 PF0759  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 PF0759  DYNAMIC HT  -         144.976 (meters)     475.64  (feet)  COMP
 PF0759  MODELED GRAV-     980,484.5   (mgal)                       NAVD 88
 PF0759  OBS GRAVITY -     980,491.6   (mgal)                       GRAV_OBS
 PF0759
 PF0759  VERT ORDER  -  FIRST     CLASS II
 PF0759
 PF0759.The horizontal coordinates were scaled from a topographic map and have
 PF0759.an estimated accuracy of +/- 6 seconds.
 PF0759
 PF0759.The orthometric height was determined by differential leveling
 PF0759.and adjusted by the National Geodetic Survey in June 1991..
 PF0759
 PF0759.The geoid height was determined by GEOID03.
 PF0759
 PF0759.The dynamic height is computed by dividing the NAVD 88
 PF0759.geopotential number by the normal gravity value computed on the
 PF0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0759.degrees latitude (g = 980.6199 gals.).
 PF0759
 PF0759.The modeled gravity was interpolated from observed gravity values.
 PF0759.The observed gravity was obtained from relative gravimeter ties
 PF0759.to the IGSN71 gravity network.
 PF0759
 PF0759;                    North         East    Units  Estimated Accuracy
 PF0759;SPC ME W     -   166,540.      869,010.      MT  (+/- 180 meters Scaled)
 PF0759
 PF0759                          SUPERSEDED SURVEY CONTROL
 PF0759
 PF0759.No superseded survey control is available for this station.
 PF0759
 PF0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK760098(NAD 83)
 PF0759_MARKER: DB = BENCH MARK DISK
 PF0759_SETTING: 66 = SET IN ROCK OUTCROP
 PF0759_SP_SET: OUTCROP
 PF0759_STAMPING: H 172 1978
 PF0759_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PF0759+STABILITY: POSITION/ELEVATION WELL
 PF0759
 PF0759  HISTORY     - Date     Condition        Report By
 PF0759  HISTORY     - 1978     MONUMENTED       NGS
 PF0759  HISTORY     - 1982     GOOD             NGS
 PF0759
 PF0759                          STATION DESCRIPTION
 PF0759
 PF0759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PF0759'1.15 MI NE FROM WEST PARIS.
 PF0759'1.15 MILES NORTHEAST ALONG STATE HIGHWAY 219 FROM THE POST OFFICE AT
 PF0759'WEST PARIS, AT THE NORTH ONE OF TWO JUNCTIONS OF STATE HIGHWAY 219 AND
 PF0759'26, OPPOSITE A MOBILE SERVICE STATION, 125 FT. NORTH OF THE EXTENDED
 PF0759'CENTER LINE OF STATE HIGHWAY 219, 27.9 FT. EAST OF THE CENTER LINE OF
 PF0759'STATE HIGHWAY 26, 53.8 FT. SOUTH OF THE SOUTH EDGE OF THE SOUTH ONE OF
 PF0759'TWO 24 BY 48-INCH CONCRETE STORM DRAIN COVERS, 18.4 FT. NORTH OF A
 PF0759'DOUBLE GUYED POWER POLE, IN THE TOP OF A SMALL HORIZONTAL POCKET IN
 PF0759'THE WEST FACE OF A GRANITE ROCK OUTCROP, 24-INCHES ABOVE THE GROUND.
 PF0759
 PF0759                          STATION RECOVERY (1982)
 PF0759
 PF0759'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 PF0759'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0787 ***********************************************************************
 PF0787  DESIGNATION -  H 173
 PF0787  PID         -  PF0787
 PF0787  STATE/COUNTY-  ME/OXFORD
 PF0787  USGS QUAD   -  GILEAD (1970)
 PF0787
 PF0787                         *CURRENT SURVEY CONTROL
 PF0787  ___________________________________________________________________
 PF0787* NAD 83(1986)-  44 23 46.     (N)    070 59 33.     (W)     SCALED    
 PF0787* NAVD 88     -       220.161  (meters)     722.31   (feet)  ADJUSTED  
 PF0787  ___________________________________________________________________
 PF0787  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 PF0787  DYNAMIC HT  -         220.129 (meters)     722.21  (feet)  COMP
 PF0787  MODELED GRAV-     980,467.4   (mgal)                       NAVD 88
 PF0787
 PF0787  VERT ORDER  -  FIRST     CLASS II
 PF0787
 PF0787.The horizontal coordinates were scaled from a topographic map and have
 PF0787.an estimated accuracy of +/- 6 seconds.
 PF0787
 PF0787.The orthometric height was determined by differential leveling
 PF0787.and adjusted by the National Geodetic Survey in June 1991..
 PF0787
 PF0787.The geoid height was determined by GEOID03.
 PF0787
 PF0787.The dynamic height is computed by dividing the NAVD 88
 PF0787.geopotential number by the normal gravity value computed on the
 PF0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0787.degrees latitude (g = 980.6199 gals.).
 PF0787
 PF0787.The modeled gravity was interpolated from observed gravity values.
 PF0787
 PF0787;                    North         East    Units  Estimated Accuracy
 PF0787;SPC ME W     -   173,960.      834,210.      MT  (+/- 180 meters Scaled)
 PF0787
 PF0787                          SUPERSEDED SURVEY CONTROL
 PF0787
 PF0787.No superseded survey control is available for this station.
 PF0787
 PF0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK413178(NAD 83)
 PF0787_MARKER: DB = BENCH MARK DISK
 PF0787_SETTING: 66 = SET IN ROCK OUTCROP
 PF0787_SP_SET: OUTCROP
 PF0787_STAMPING: H 173 1978
 PF0787_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PF0787+STABILITY: POSITION/ELEVATION WELL
 PF0787
 PF0787  HISTORY     - Date     Condition        Report By
 PF0787  HISTORY     - 1978     MONUMENTED       NGS
 PF0787
 PF0787                          STATION DESCRIPTION
 PF0787
 PF0787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PF0787'0.85 MI WEST FROM GILEAD.
 PF0787'0.85 MILE WEST ALONG U.S. HIGHWAY 2 FROM THE T-JUNCTION OF STATE
 PF0787'HIGHWAY 113 AT GILEAD, ON THE OUTSIDE OF AND AT THE NORTHEAST END OF
 PF0787'A CURVE, 26.6 FT. NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 97.8
 PF0787'FT. NORTH OF AND ACROSS THE HIGHWAY FROM POWER POLE 302, 70 FT. EAST
 PF0787'OF THE EAST END OF A TURN OFF, 29.9 FT. NORTHWEST OF A 15-INCH BIRCH
 PF0787'TREE, IN THE TOP OF THE EAST END OF AN 18 BY 15-FT. ROCK OUTCROP,
 PF0787'3 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1556 ***********************************************************************
 PE1556  DESIGNATION -  H 175
 PE1556  PID         -  PE1556
 PE1556  STATE/COUNTY-  ME/PENOBSCOT
 PE1556  USGS QUAD   -  BANGOR (1991)
 PE1556
 PE1556                         *CURRENT SURVEY CONTROL
 PE1556  ___________________________________________________________________
 PE1556* NAD 83(1986)-  44 51 17.     (N)    068 49 48.     (W)     SCALED    
 PE1556* NAVD 88     -        27.781  (meters)      91.14   (feet)  ADJUSTED  
 PE1556  ___________________________________________________________________
 PE1556  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 PE1556  DYNAMIC HT  -          27.780 (meters)      91.14  (feet)  COMP
 PE1556  MODELED GRAV-     980,582.6   (mgal)                       NAVD 88
 PE1556
 PE1556  VERT ORDER  -  FIRST     CLASS II
 PE1556
 PE1556.The horizontal coordinates were scaled from a topographic map and have
 PE1556.an estimated accuracy of +/- 6 seconds.
 PE1556
 PE1556.The orthometric height was determined by differential leveling
 PE1556.and adjusted by the National Geodetic Survey in June 1991..
 PE1556
 PE1556.The geoid height was determined by GEOID03.
 PE1556
 PE1556.The dynamic height is computed by dividing the NAVD 88
 PE1556.geopotential number by the normal gravity value computed on the
 PE1556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1556.degrees latitude (g = 980.6199 gals.).
 PE1556
 PE1556.The modeled gravity was interpolated from observed gravity values.
 PE1556
 PE1556;                    North         East    Units  Estimated Accuracy
 PE1556;SPC ME E     -   132,050.      273,920.      MT  (+/- 180 meters Scaled)
 PE1556
 PE1556                          SUPERSEDED SURVEY CONTROL
 PE1556
 PE1556.No superseded survey control is available for this station.
 PE1556
 PE1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK134668(NAD 83)
 PE1556_MARKER: DB = BENCH MARK DISK
 PE1556_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE1556_SP_SET: CONCRETE ABUTMENT
 PE1556_STAMPING: H 175 1978
 PE1556_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE1556
 PE1556  HISTORY     - Date     Condition        Report By
 PE1556  HISTORY     - 1978     MONUMENTED       NGS
 PE1556  HISTORY     - 1980     GOOD             USGS
 PE1556  HISTORY     - 19910606 GOOD             USPSQD
 PE1556
 PE1556                          STATION DESCRIPTION
 PE1556
 PE1556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PE1556'6.2 MI NW FROM BANGOR.
 PE1556'3.8 MILES NORTHWEST ALONG UNION STREET FROM ITS JUNCTION WITH
 PE1556'U.S. HIGHWAY 2, THENCE 1.5 MILES NORTHEAST ALONG DAVIS ROAD, THENCE
 PE1556'0.90 MILE NORTHWEST ALONG FINSON ROAD, 14 FT. SOUTHWEST OF THE CENTER
 PE1556'LINE OF FINSON ROAD, 22 INCHES SOUTH OF THE NORTH CORNER OF THE
 PE1556'NORTHWEST ABUTMENT OF A BRIDGE OVER OSGOOD BROOK.
 PE1556'NOTE-BRIDGE BUILT ON BEDROCK.
 PE1556
 PE1556                          STATION RECOVERY (1980)
 PE1556
 PE1556'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 PE1556'RECOVERED IN GOOD CONDITION.
 PE1556
 PE1556                          STATION RECOVERY (1991)
 PE1556
 PE1556'RECOVERY NOTE BY US POWER SQUADRON 1991 (ELG)
 PE1556'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1106 ***********************************************************************
 QG1106  DESIGNATION -  H 176
 QG1106  PID         -  QG1106
 QG1106  STATE/COUNTY-  ME/PENOBSCOT
 QG1106  USGS QUAD   -  BRADFORD (1983)
 QG1106
 QG1106                         *CURRENT SURVEY CONTROL
 QG1106  ___________________________________________________________________
 QG1106* NAD 83(1986)-  45 07 13.     (N)    068 57 05.     (W)     SCALED    
 QG1106* NAVD 88     -       135.199  (meters)     443.57   (feet)  ADJUSTED  
 QG1106  ___________________________________________________________________
 QG1106  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 QG1106  DYNAMIC HT  -         135.197 (meters)     443.56  (feet)  COMP
 QG1106  MODELED GRAV-     980,599.8   (mgal)                       NAVD 88
 QG1106
 QG1106  VERT ORDER  -  FIRST     CLASS II
 QG1106
 QG1106.The horizontal coordinates were scaled from a topographic map and have
 QG1106.an estimated accuracy of +/- 6 seconds.
 QG1106
 QG1106.The orthometric height was determined by differential leveling
 QG1106.and adjusted by the National Geodetic Survey in June 1991..
 QG1106
 QG1106.The geoid height was determined by GEOID03.
 QG1106
 QG1106.The dynamic height is computed by dividing the NAVD 88
 QG1106.geopotential number by the normal gravity value computed on the
 QG1106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1106.degrees latitude (g = 980.6199 gals.).
 QG1106
 QG1106.The modeled gravity was interpolated from observed gravity values.
 QG1106
 QG1106;                    North         East    Units  Estimated Accuracy
 QG1106;SPC ME E     -   161,610.      264,490.      MT  (+/- 180 meters Scaled)
 QG1106
 QG1106                          SUPERSEDED SURVEY CONTROL
 QG1106
 QG1106.No superseded survey control is available for this station.
 QG1106
 QG1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK038963(NAD 83)
 QG1106_MARKER: DB = BENCH MARK DISK
 QG1106_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QG1106_SP_SET: STAINLESS STEEL ROD
 QG1106_STAMPING: H 176 1978
 QG1106_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG1106
 QG1106  HISTORY     - Date     Condition        Report By
 QG1106  HISTORY     - 1978     MONUMENTED       NGS
 QG1106
 QG1106                          STATION DESCRIPTION
 QG1106
 QG1106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1106'6.4 MI SW FROM LAGRANGE.
 QG1106'6.4 MILES SOUTHWEST ALONG STATE HIGHWAY 155 FROM ITS JUNCTION WITH
 QG1106'STATE HIGHWAY 16, 18.5 FT. NORTH OF THE CENTER LINE OF HIGHWAY,
 QG1106'120 FT. EAST OF THE EXTENDED CENTER LINE OF A GRAVEL DRIVE LEADING
 QG1106'SOUTH TO A WOOD FRAME HOUSE OWNED BY L. THOMPSON, 3 FT. WEST OF
 QG1106'POWER POLE WITH TRANSFORMER AND ONE GUY WIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0974 ***********************************************************************
 QG0974  DESIGNATION -  H 177
 QG0974  PID         -  QG0974
 QG0974  STATE/COUNTY-  ME/PISCATAQUIS
 QG0974  USGS QUAD   -  DOVER FOXCROFT (1983)
 QG0974
 QG0974                         *CURRENT SURVEY CONTROL
 QG0974  ___________________________________________________________________
 QG0974* NAD 83(1986)-  45 13 25.     (N)    069 07 49.     (W)     SCALED    
 QG0974* NAVD 88     -       157.711  (meters)     517.42   (feet)  ADJUSTED  
 QG0974  ___________________________________________________________________
 QG0974  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 QG0974  DYNAMIC HT  -         157.707 (meters)     517.41  (feet)  COMP
 QG0974  MODELED GRAV-     980,586.4   (mgal)                       NAVD 88
 QG0974
 QG0974  VERT ORDER  -  FIRST     CLASS II
 QG0974
 QG0974.The horizontal coordinates were scaled from a topographic map and have
 QG0974.an estimated accuracy of +/- 6 seconds.
 QG0974
 QG0974.The orthometric height was determined by differential leveling
 QG0974.and adjusted by the National Geodetic Survey in June 1991..
 QG0974
 QG0974.The geoid height was determined by GEOID03.
 QG0974
 QG0974.The dynamic height is computed by dividing the NAVD 88
 QG0974.geopotential number by the normal gravity value computed on the
 QG0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0974.degrees latitude (g = 980.6199 gals.).
 QG0974
 QG0974.The modeled gravity was interpolated from observed gravity values.
 QG0974
 QG0974;                    North         East    Units  Estimated Accuracy
 QG0974;SPC ME E     -   173,190.      250,500.      MT  (+/- 180 meters Scaled)
 QG0974
 QG0974                          SUPERSEDED SURVEY CONTROL
 QG0974
 QG0974.No superseded survey control is available for this station.
 QG0974
 QG0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL897078(NAD 83)
 QG0974_MARKER: DB = BENCH MARK DISK
 QG0974_SETTING: 66 = SET IN ROCK OUTCROP
 QG0974_SP_SET: ROCK OUTCROP
 QG0974_STAMPING: H 177 1978
 QG0974_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0974+STABILITY: POSITION/ELEVATION WELL
 QG0974
 QG0974  HISTORY     - Date     Condition        Report By
 QG0974  HISTORY     - 1978     MONUMENTED       NGS
 QG0974
 QG0974                          STATION DESCRIPTION
 QG0974
 QG0974'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG0974'5.8 MI NE FROM DOVER FOXCROFT.
 QG0974'5.8 MILES NORTHEAST ALONG STATE HIGHWAY 6 FROM ITS JUNCTION WITH
 QG0974'STATE HIGHWAY 15, 37.9 FT. NORTH OF THE CENTER LINE OF THE HIGHWAY,
 QG0974'320.0 FT. EAST OF THE CENTER LINE OF A PAVED DRIVEWAY LEADING NORTH
 QG0974'TO A WOOD FRAME HOUSE, 20.5 FT. OF POWER POLE 241 135.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1005 ***********************************************************************
 QG1005  DESIGNATION -  H 178
 QG1005  PID         -  QG1005
 QG1005  STATE/COUNTY-  ME/PISCATAQUIS
 QG1005  USGS QUAD   -  GUILFORD (1984)
 QG1005
 QG1005                         *CURRENT SURVEY CONTROL
 QG1005  ___________________________________________________________________
 QG1005* NAD 83(1986)-  45 10 29.     (N)    069 26 11.     (W)     SCALED    
 QG1005* NAVD 88     -       123.722  (meters)     405.91   (feet)  ADJUSTED  
 QG1005  ___________________________________________________________________
 QG1005  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 QG1005  DYNAMIC HT  -         123.718 (meters)     405.90  (feet)  COMP
 QG1005  MODELED GRAV-     980,581.6   (mgal)                       NAVD 88
 QG1005
 QG1005  VERT ORDER  -  FIRST     CLASS II
 QG1005
 QG1005.The horizontal coordinates were scaled from a topographic map and have
 QG1005.an estimated accuracy of +/- 6 seconds.
 QG1005
 QG1005.The orthometric height was determined by differential leveling
 QG1005.and adjusted by the National Geodetic Survey in June 1991..
 QG1005
 QG1005.The geoid height was determined by GEOID03.
 QG1005
 QG1005.The dynamic height is computed by dividing the NAVD 88
 QG1005.geopotential number by the normal gravity value computed on the
 QG1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1005.degrees latitude (g = 980.6199 gals.).
 QG1005
 QG1005.The modeled gravity was interpolated from observed gravity values.
 QG1005
 QG1005;                    North         East    Units  Estimated Accuracy
 QG1005;SPC ME E     -   167,990.      226,400.      MT  (+/- 180 meters Scaled)
 QG1005
 QG1005                          SUPERSEDED SURVEY CONTROL
 QG1005
 QG1005.No superseded survey control is available for this station.
 QG1005
 QG1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL657024(NAD 83)
 QG1005_MARKER: DB = BENCH MARK DISK
 QG1005_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QG1005_SP_SET: STAINLESS STEEL ROD
 QG1005_STAMPING: H 178 1978
 QG1005_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG1005
 QG1005  HISTORY     - Date     Condition        Report By
 QG1005  HISTORY     - 1978     MONUMENTED       NGS
 QG1005
 QG1005                          STATION DESCRIPTION
 QG1005
 QG1005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1005'2.75 MI NW FROM GUILFORD.
 QG1005'2.75 MILES WEST ALONG STATE HIGHWAY 6 FROM THE GUILFORD MEMORIAL
 QG1005'BRIDGE OVER THE PISCATAQUIS RIVER, 29.5 FT NORTHEAST OF THE CENTER
 QG1005'LINE OF THE HIGHWAY, 41.2 FT SOUTH OF  THE SOUTH CORNER OF A TWO
 QG1005'STORY WOOD FRAME HOUSE OWNED BY I. F. GRANT, 34 FT NORTHWEST OF
 QG1005'THE PAVED DRIVE LEADING NORTHEAST TO THE HOUSE, 3 FT NORTHEAST OF
 QG1005'POWER POLE 75.1/2 73.1/2, ALSO 1.15 MILES SOUTHEAST ALONG STATE
 QG1005'HIGHWAY 6 FROM ITS JUNCTION WITH STATE HIGHWAY 16 IN ABBOT VILLAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1032 ***********************************************************************
 QG1032  DESIGNATION -  H 179
 QG1032  PID         -  QG1032
 QG1032  STATE/COUNTY-  ME/PISCATAQUIS
 QG1032  USGS QUAD   -  MONSON WEST (1989)
 QG1032
 QG1032                         *CURRENT SURVEY CONTROL
 QG1032  ___________________________________________________________________
 QG1032* NAD 83(1986)-  45 22 26.     (N)    069 36 07.     (W)     SCALED    
 QG1032* NAVD 88     -       360.546  (meters)    1182.89   (feet)  ADJUSTED  
 QG1032  ___________________________________________________________________
 QG1032  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 QG1032  DYNAMIC HT  -         360.527 (meters)    1182.83  (feet)  COMP
 QG1032  MODELED GRAV-     980,554.5   (mgal)                       NAVD 88
 QG1032
 QG1032  VERT ORDER  -  FIRST     CLASS II
 QG1032
 QG1032.The horizontal coordinates were scaled from a topographic map and have
 QG1032.an estimated accuracy of +/- 6 seconds.
 QG1032
 QG1032.The orthometric height was determined by differential leveling
 QG1032.and adjusted by the National Geodetic Survey in June 1991..
 QG1032
 QG1032.The geoid height was determined by GEOID03.
 QG1032
 QG1032.The dynamic height is computed by dividing the NAVD 88
 QG1032.geopotential number by the normal gravity value computed on the
 QG1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1032.degrees latitude (g = 980.6199 gals.).
 QG1032
 QG1032.The modeled gravity was interpolated from observed gravity values.
 QG1032
 QG1032;                    North         East    Units  Estimated Accuracy
 QG1032;SPC ME E     -   190,280.      213,690.      MT  (+/- 180 meters Scaled)
 QG1032
 QG1032                          SUPERSEDED SURVEY CONTROL
 QG1032
 QG1032.No superseded survey control is available for this station.
 QG1032
 QG1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL528246(NAD 83)
 QG1032_MARKER: DB = BENCH MARK DISK
 QG1032_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QG1032_SP_SET: STAINLESS STEEL ROD
 QG1032_STAMPING: H 179 1978
 QG1032_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG1032
 QG1032  HISTORY     - Date     Condition        Report By
 QG1032  HISTORY     - 1978     MONUMENTED       NGS
 QG1032
 QG1032                          STATION DESCRIPTION
 QG1032
 QG1032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1032'1.15 MI NE FROM SHIRLEY MILLS.
 QG1032'0.2 MILE EAST ALONG A PAVED ROAD FROM THE SHIRLEY MILLS TOWN HALL
 QG1032'TO A Y JUNCTION OF 2 PAVED ROADS, THENCE 0.95 MILE NORTHEAST ALONG
 QG1032'A PAVED ROAD, 25 FT NORTHWEST OF THE CENTER LINE OF THE ROAD, 36 FT
 QG1032'NORTH OF THE INTERSECTION OF THE ROAD AND A GRAVEL DRIVE LEADING
 QG1032'SOUTHEAST, 3.2 FT NORTHWEST OF POWER POLE 6 1/2 WITH ONE GUY WIRE
 QG1032'AND ONE TRANSFORMER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0891 ***********************************************************************
 PE0891  DESIGNATION -  H 18
 PE0891  PID         -  PE0891
 PE0891  STATE/COUNTY-  ME/KNOX
 PE0891  USGS QUAD   -  CAMDEN (1991)
 PE0891
 PE0891                         *CURRENT SURVEY CONTROL
 PE0891  ___________________________________________________________________
 PE0891* NAD 83(1986)-  44 11 15.     (N)    069 04 22.     (W)     SCALED    
 PE0891* NAVD 88     -        19.978  (meters)      65.54   (feet)  ADJUSTED  
 PE0891  ___________________________________________________________________
 PE0891  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 PE0891  DYNAMIC HT  -          19.976 (meters)      65.54  (feet)  COMP
 PE0891  MODELED GRAV-     980,524.5   (mgal)                       NAVD 88
 PE0891
 PE0891  VERT ORDER  -  SECOND    CLASS 0
 PE0891
 PE0891.The horizontal coordinates were scaled from a topographic map and have
 PE0891.an estimated accuracy of +/- 6 seconds.
 PE0891
 PE0891.The orthometric height was determined by differential leveling
 PE0891.and adjusted by the National Geodetic Survey in June 1991..
 PE0891
 PE0891.The geoid height was determined by GEOID03.
 PE0891
 PE0891.The dynamic height is computed by dividing the NAVD 88
 PE0891.geopotential number by the normal gravity value computed on the
 PE0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0891.degrees latitude (g = 980.6199 gals.).
 PE0891
 PE0891.The modeled gravity was interpolated from observed gravity values.
 PE0891
 PE0891;                    North         East    Units  Estimated Accuracy
 PE0891;SPC ME E     -    58,020.      254,210.      MT  (+/- 180 meters Scaled)
 PE0891
 PE0891                          SUPERSEDED SURVEY CONTROL
 PE0891
 PE0891  NGVD 29 (??/??/92)   20.190  (m)           66.24   (f) ADJ UNCH    2 0
 PE0891
 PE0891.Superseded values are not recommended for survey control.
 PE0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0891.See file dsdata.txt to determine how the superseded data were derived.
 PE0891
 PE0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ941927(NAD 83)
 PE0891_MARKER: DB = BENCH MARK DISK
 PE0891_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE0891_SP_SET: WINDOW SILL
 PE0891_STAMPING: H 18 1933
 PE0891_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE0891_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PE0891+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2004
 PE0891
 PE0891  HISTORY     - Date     Condition        Report By
 PE0891  HISTORY     - 1933     MONUMENTED       CGS
 PE0891  HISTORY     - 1953     GOOD             NGS
 PE0891  HISTORY     - 20040903 GOOD             USPSQD
 PE0891
 PE0891                          STATION DESCRIPTION
 PE0891
 PE0891'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 PE0891'AT ROCKPORT.
 PE0891'AT ROCKPORT, KNOX COUNTY, ON U.S. HIGHWAY 1 (CENTRE STREET), AT
 PE0891'THE POST OFFICE, IN THE NORTH WALL, IN THE STONE WINDOW SILL,
 PE0891'29.2 FEET SOUTH OF THE CENTERLINE OF THE STREET, 63.3 FEET
 PE0891'SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK BUILDING, 35.4
 PE0891'FEET FROM THE CENTER OF THE DOOR, AND 3 FEET ABOVE THE
 PE0891'SIDEWALK, AND SET VERTICALLY.
 PE0891
 PE0891                          STATION RECOVERY (2004)
 PE0891
 PE0891'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMW)
 PE0891'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0293 ***********************************************************************
 QF0293  DESIGNATION -  H 18 USGS
 QF0293  PID         -  QF0293
 QF0293  STATE/COUNTY-  ME/AROOSTOOK
 QF0293  USGS QUAD   -  JIMMEY MOUNTAIN (1988)
 QF0293
 QF0293                         *CURRENT SURVEY CONTROL
 QF0293  ___________________________________________________________________
 QF0293* NAD 83(1986)-  45 43 13.     (N)    067 59 06.     (W)     SCALED    
 QF0293* NAVD 88     -       116.747  (meters)     383.03   (feet)  ADJUSTED  
 QF0293  ___________________________________________________________________
 QF0293  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 QF0293  DYNAMIC HT  -         116.751 (meters)     383.04  (feet)  COMP
 QF0293  MODELED GRAV-     980,644.1   (mgal)                       NAVD 88
 QF0293
 QF0293  VERT ORDER  -  FIRST     CLASS II
 QF0293
 QF0293.The horizontal coordinates were scaled from a topographic map and have
 QF0293.an estimated accuracy of +/- 6 seconds.
 QF0293
 QF0293.The orthometric height was determined by differential leveling
 QF0293.and adjusted by the National Geodetic Survey in June 1991..
 QF0293
 QF0293.The geoid height was determined by GEOID03.
 QF0293
 QF0293.The dynamic height is computed by dividing the NAVD 88
 QF0293.geopotential number by the normal gravity value computed on the
 QF0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0293.degrees latitude (g = 980.6199 gals.).
 QF0293
 QF0293.The modeled gravity was interpolated from observed gravity values.
 QF0293
 QF0293;                    North         East    Units  Estimated Accuracy
 QF0293;SPC ME E     -   228,320.      340,090.      MT  (+/- 180 meters Scaled)
 QF0293
 QF0293                          SUPERSEDED SURVEY CONTROL
 QF0293
 QF0293.No superseded survey control is available for this station.
 QF0293
 QF0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL789634(NAD 83)
 QF0293_MARKER: DB = BENCH MARK DISK
 QF0293_SETTING: 80 = SET IN A BOULDER
 QF0293_SP_SET: BOULDER
 QF0293_STAMPING: H 18 1938
 QF0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0293+STABILITY: SURFACE MOTION
 QF0293
 QF0293  HISTORY     - Date     Condition        Report By
 QF0293  HISTORY     - 1938     MONUMENTED       USGS
 QF0293  HISTORY     - 1978     GOOD             NGS
 QF0293
 QF0293                          STATION DESCRIPTION
 QF0293
 QF0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0293'5.3 MI NE FROM BANCROFT.
 QF0293'5.3 MILES NORTHEAST ALONG BANCROFT ROAD FROM THE CANADIAN PACIFIC
 QF0293'RAILROAD CROSSING AT BANCROFT, AT THE T-JUNCTION OF A GRAVEL ROAD
 QF0293'LEADING NORTH, AT THE VILLAGE OF SOUTH BANCROFT, 262.0 FEET EAST
 QF0293'OF THE NORTHEAST CORNER OF A TWO STORY WOOD FRAME HOUSE, 119.5 FEET
 QF0293'SOUTHEAST OF AND ACROSS THE ROAD FROM TELEPHONE POLE NUMBER 7 145
 QF0293'WITH ONE BRACE POLE, 73.3 FEET SOUTH OF THE CENTER LINE OF ROAD,
 QF0293'18.7 FEET NORTHWEST OF A POWER POLE WITH TWO GUY WIRES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1066 ***********************************************************************
 QG1066  DESIGNATION -  H 180
 QG1066  PID         -  QG1066
 QG1066  STATE/COUNTY-  ME/SOMERSET
 QG1066  USGS QUAD   -  MOOSEHEAD (1989)
 QG1066
 QG1066                         *CURRENT SURVEY CONTROL
 QG1066  ___________________________________________________________________
 QG1066* NAD 83(1986)-  45 35 18.     (N)    069 43 32.     (W)     SCALED    
 QG1066* NAVD 88     -       328.889  (meters)    1079.03   (feet)  ADJUSTED  
 QG1066  ___________________________________________________________________
 QG1066  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 QG1066  DYNAMIC HT  -         328.881 (meters)    1079.00  (feet)  COMP
 QG1066  MODELED GRAV-     980,582.6   (mgal)                       NAVD 88
 QG1066
 QG1066  VERT ORDER  -  FIRST     CLASS II
 QG1066
 QG1066.The horizontal coordinates were scaled from a topographic map and have
 QG1066.an estimated accuracy of +/- 6 seconds.
 QG1066
 QG1066.The orthometric height was determined by differential leveling
 QG1066.and adjusted by the National Geodetic Survey in June 1991..
 QG1066
 QG1066.The geoid height was determined by GEOID03.
 QG1066
 QG1066.The dynamic height is computed by dividing the NAVD 88
 QG1066.geopotential number by the normal gravity value computed on the
 QG1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1066.degrees latitude (g = 980.6199 gals.).
 QG1066
 QG1066.The modeled gravity was interpolated from observed gravity values.
 QG1066
 QG1066;                    North         East    Units  Estimated Accuracy
 QG1066;SPC ME W     -   306,210.      934,420.      MT  (+/- 180 meters Scaled)
 QG1066
 QG1066                          SUPERSEDED SURVEY CONTROL
 QG1066
 QG1066.No superseded survey control is available for this station.
 QG1066
 QG1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL434485(NAD 83)
 QG1066_MARKER: DB = BENCH MARK DISK
 QG1066_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QG1066_SP_SET: CONCRETE ABUTMENT
 QG1066_STAMPING: H 180 1978
 QG1066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG1066
 QG1066  HISTORY     - Date     Condition        Report By
 QG1066  HISTORY     - 1978     MONUMENTED       NGS
 QG1066
 QG1066                          STATION DESCRIPTION
 QG1066
 QG1066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1066'6.35 MI SOUTH FROM ROCKWOOD.
 QG1066'0.25 MILES SOUTH ALONG LAKE STREET FROM THE ROCKWOOD POST OFFICE,
 QG1066'THENCE 6.1 MILES SOUTH ALONG STATE HIGHWAY 6, 17.0 FT. EAST OF THE
 QG1066'CENTER LINE OF THE HIGHWAY, SET IN TOP AND 0.8 FT. WEST OF THE EAST
 QG1066'END OF THE NORTH ABUTMENT OF A BRIDGE OVER THE CANADIAN PACIFIC
 QG1066'RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0039 ***********************************************************************
 QH0039  DESIGNATION -  H 181
 QH0039  PID         -  QH0039
 QH0039  STATE/COUNTY-  ME/SOMERSET
 QH0039  USGS QUAD   -  LONG POND (1989)
 QH0039
 QH0039                         *CURRENT SURVEY CONTROL
 QH0039  ___________________________________________________________________
 QH0039* NAD 83(1986)-  45 36 16.     (N)    070 01 25.     (W)     SCALED    
 QH0039* NAVD 88     -       420.366  (meters)    1379.15   (feet)  ADJUSTED  
 QH0039  ___________________________________________________________________
 QH0039  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 QH0039  DYNAMIC HT  -         420.351 (meters)    1379.10  (feet)  COMP
 QH0039  MODELED GRAV-     980,568.6   (mgal)                       NAVD 88
 QH0039
 QH0039  VERT ORDER  -  FIRST     CLASS II
 QH0039
 QH0039.The horizontal coordinates were scaled from a topographic map and have
 QH0039.an estimated accuracy of +/- 6 seconds.
 QH0039
 QH0039.The orthometric height was determined by differential leveling
 QH0039.and adjusted by the National Geodetic Survey in June 1991..
 QH0039
 QH0039.The geoid height was determined by GEOID03.
 QH0039
 QH0039.The dynamic height is computed by dividing the NAVD 88
 QH0039.geopotential number by the normal gravity value computed on the
 QH0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QH0039.degrees latitude (g = 980.6199 gals.).
 QH0039
 QH0039.The modeled gravity was interpolated from observed gravity values.
 QH0039
 QH0039;                    North         East    Units  Estimated Accuracy
 QH0039;SPC ME W     -   307,920.      911,160.      MT  (+/- 180 meters Scaled)
 QH0039
 QH0039                          SUPERSEDED SURVEY CONTROL
 QH0039
 QH0039.No superseded survey control is available for this station.
 QH0039
 QH0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL201506(NAD 83)
 QH0039_MARKER: DB = BENCH MARK DISK
 QH0039_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QH0039_SP_SET: STAINLESS STEEL ROD
 QH0039_STAMPING: H 181 1978
 QH0039_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QH0039
 QH0039  HISTORY     - Date     Condition        Report By
 QH0039  HISTORY     - 1978     MONUMENTED       NGS
 QH0039
 QH0039                          STATION DESCRIPTION
 QH0039
 QH0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QH0039'12.4 MI EAST FROM JACKMAN.
 QH0039'0.5 MILES SOUTHEAST ALONG STATE HIGHWAY 6 FROM ITS JUNCTION WITH
 QH0039'THE CANADIAN PACIFIC RAILROAD AT JACKMAN THENCE 11.9 MILES EAST
 QH0039'ALONG STATE HIGHWAY 6, 37.0 FT. NORTH-NORTHEAST OF THE CENTER LINE
 QH0039'OF THE HIGHWAY, 113.0 YARDS EAST-SOUTHEAST OF THE EAST END OF THE
 QH0039'NORTH GUARD RAIL, 8.0 FT. WEST-SOUTHWEST OF A TRIANGULAR BLAZED
 QH0039'TREE 0.8 FT. IN DIAMETER, 4.8 FT. SOUTH-SOUTHWEST OF A TRIANGULAR
 QH0039'BLAZED TREE 1.0 FT. IN DIAMETER, THE DISC IS 2-INCHES BELOW GROUND,
 QH0039'ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0060 ***********************************************************************
 QH0060  DESIGNATION -  H 182
 QH0060  PID         -  QH0060
 QH0060  STATE/COUNTY-  ME/SOMERSET
 QH0060  USGS QUAD   -  JACKMAN (1989)
 QH0060
 QH0060                         *CURRENT SURVEY CONTROL
 QH0060  ___________________________________________________________________
 QH0060* NAD 83(1986)-  45 38 55.     (N)    070 15 52.     (W)     SCALED    
 QH0060* NAVD 88     -       363.641  (meters)    1193.05   (feet)  ADJUSTED  
 QH0060  ___________________________________________________________________
 QH0060  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 QH0060  DYNAMIC HT  -         363.626 (meters)    1193.00  (feet)  COMP
 QH0060  MODELED GRAV-     980,563.8   (mgal)                       NAVD 88
 QH0060
 QH0060  VERT ORDER  -  FIRST     CLASS II
 QH0060
 QH0060.The horizontal coordinates were scaled from a topographic map and have
 QH0060.an estimated accuracy of +/- 6 seconds.
 QH0060
 QH0060.The orthometric height was determined by differential leveling
 QH0060.and adjusted by the National Geodetic Survey in June 1991..
 QH0060
 QH0060.The geoid height was determined by GEOID03.
 QH0060
 QH0060.The dynamic height is computed by dividing the NAVD 88
 QH0060.geopotential number by the normal gravity value computed on the
 QH0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QH0060.degrees latitude (g = 980.6199 gals.).
 QH0060
 QH0060.The modeled gravity was interpolated from observed gravity values.
 QH0060
 QH0060;                    North         East    Units  Estimated Accuracy
 QH0060;SPC ME W     -   312,820.      892,380.      MT  (+/- 180 meters Scaled)
 QH0060
 QH0060                          SUPERSEDED SURVEY CONTROL
 QH0060
 QH0060.No superseded survey control is available for this station.
 QH0060
 QH0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL014557(NAD 83)
 QH0060_MARKER: DB = BENCH MARK DISK
 QH0060_SETTING: 66 = SET IN ROCK OUTCROP
 QH0060_SP_SET: ROCK OUTCROP
 QH0060_STAMPING: H 182 1978
 QH0060_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QH0060+STABILITY: POSITION/ELEVATION WELL
 QH0060
 QH0060  HISTORY     - Date     Condition        Report By
 QH0060  HISTORY     - 1978     MONUMENTED       NGS
 QH0060
 QH0060                          STATION DESCRIPTION
 QH0060
 QH0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QH0060'1.9 MI NW FROM JACKMAN.
 QH0060'1.9 MILES NORTHWEST ALONG STATE HIGHWAY 6 FROM ITS JUNCTION WITH THE
 QH0060'CANADIAN PACIFIC RAILROAD AT JACKMAN, 414.0 FT. EAST OF THE CENTER
 QH0060'LINE OF THE HIGHWAY, 273.0 FT. EAST-NORTHEAST OF THE NORTHEAST
 QH0060'CORNER OF A WOOD FRAME HOUSE OWNED BY F. J. OBRIEM, 124.0 FT.
 QH0060'NORTH OF THE CENTER LINE OF PLEASANT STREET, 106.0 FT. NORTH-
 QH0060'NORTHEAST OF POWER POLE 3 3, SET IN THE SOUTH SIDE OF THE OUTCROP
 QH0060'AND 2.0 FT. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1131 ***********************************************************************
 QG1131  DESIGNATION -  H 183
 QG1131  PID         -  QG1131
 QG1131  STATE/COUNTY-  ME/PISCATAQUIS
 QG1131  USGS QUAD   -  HARDY POND (1988)
 QG1131
 QG1131                         *CURRENT SURVEY CONTROL
 QG1131  ___________________________________________________________________
 QG1131* NAD 83(1986)-  45 15 54.     (N)    068 51 04.     (W)     SCALED    
 QG1131* NAVD 88     -        81.532  (meters)     267.49   (feet)  ADJUSTED  
 QG1131  ___________________________________________________________________
 QG1131  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 QG1131  DYNAMIC HT  -          81.531 (meters)     267.49  (feet)  COMP
 QG1131  MODELED GRAV-     980,603.5   (mgal)                       NAVD 88
 QG1131
 QG1131  VERT ORDER  -  FIRST     CLASS II
 QG1131
 QG1131.The horizontal coordinates were scaled from a topographic map and have
 QG1131.an estimated accuracy of +/- 6 seconds.
 QG1131
 QG1131.The orthometric height was determined by differential leveling
 QG1131.and adjusted by the National Geodetic Survey in June 1991..
 QG1131
 QG1131.The geoid height was determined by GEOID03.
 QG1131
 QG1131.The dynamic height is computed by dividing the NAVD 88
 QG1131.geopotential number by the normal gravity value computed on the
 QG1131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1131.degrees latitude (g = 980.6199 gals.).
 QG1131
 QG1131.The modeled gravity was interpolated from observed gravity values.
 QG1131
 QG1131;                    North         East    Units  Estimated Accuracy
 QG1131;SPC ME E     -   177,650.      272,450.      MT  (+/- 180 meters Scaled)
 QG1131
 QG1131                          SUPERSEDED SURVEY CONTROL
 QG1131
 QG1131.No superseded survey control is available for this station.
 QG1131
 QG1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL116124(NAD 83)
 QG1131_MARKER: DB = BENCH MARK DISK
 QG1131_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QG1131_SP_SET: STAINLESS STEEL ROD
 QG1131_STAMPING: H 183 1978
 QG1131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG1131
 QG1131  HISTORY     - Date     Condition        Report By
 QG1131  HISTORY     - 1978     MONUMENTED       NGS
 QG1131
 QG1131                          STATION DESCRIPTION
 QG1131
 QG1131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1131'7.4 MI EAST FROM MILO.
 QG1131'7.4 MILES EAST ALONG OLD STATE HIGHWAY 16 FROM THE POST OFFICE AT
 QG1131'MILO, 88.9 FT. WEST FROM A CURVE TRAFFIC SIGN, 29.0 FT. SOUTH FROM
 QG1131'THE CENTER LINE OF THE HIGHWAY, 2.8 FT. SOUTH SOUTHEAST FROM POWER
 QG1131'POLE 82/4, AT THE WEST END OF AND ON THE OUTSIDE OF A CURVE, THE
 QG1131'DISK IS 10 INCHES BELOW THE GROUND, ACCESS TO WHICH IS HAD THROUGH A
 QG1131'4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1161 ***********************************************************************
 QG1161  DESIGNATION -  H 184
 QG1161  PID         -  QG1161
 QG1161  STATE/COUNTY-  ME/PENOBSCOT
 QG1161  USGS QUAD   -  NINE MEADOW RIDGE (1988)
 QG1161
 QG1161                         *CURRENT SURVEY CONTROL
 QG1161  ___________________________________________________________________
 QG1161* NAD 83(1986)-  45 24 23.     (N)    068 30 11.     (W)     SCALED    
 QG1161* NAVD 88     -        78.153  (meters)     256.41   (feet)  ADJUSTED  
 QG1161  ___________________________________________________________________
 QG1161  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 QG1161  DYNAMIC HT  -          78.154 (meters)     256.41  (feet)  COMP
 QG1161  MODELED GRAV-     980,624.1   (mgal)                       NAVD 88
 QG1161
 QG1161  VERT ORDER  -  FIRST     CLASS II
 QG1161
 QG1161.The horizontal coordinates were scaled from a topographic map and have
 QG1161.an estimated accuracy of +/- 6 seconds.
 QG1161
 QG1161.The orthometric height was determined by differential leveling
 QG1161.and adjusted by the National Geodetic Survey in June 1991..
 QG1161
 QG1161.The geoid height was determined by GEOID03.
 QG1161
 QG1161.The dynamic height is computed by dividing the NAVD 88
 QG1161.geopotential number by the normal gravity value computed on the
 QG1161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1161.degrees latitude (g = 980.6199 gals.).
 QG1161
 QG1161.The modeled gravity was interpolated from observed gravity values.
 QG1161
 QG1161;                    North         East    Units  Estimated Accuracy
 QG1161;SPC ME E     -   193,300.      299,760.      MT  (+/- 180 meters Scaled)
 QG1161
 QG1161                          SUPERSEDED SURVEY CONTROL
 QG1161
 QG1161.No superseded survey control is available for this station.
 QG1161
 QG1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL388282(NAD 83)
 QG1161_MARKER: DB = BENCH MARK DISK
 QG1161_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QG1161_SP_SET: STAINLESS STEEL ROD
 QG1161_STAMPING: H 184 1978
 QG1161_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG1161
 QG1161  HISTORY     - Date     Condition        Report By
 QG1161  HISTORY     - 1978     MONUMENTED       NGS
 QG1161
 QG1161                          STATION DESCRIPTION
 QG1161
 QG1161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1161'8.4 MI SE FROM WINN.
 QG1161'5.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 2 FROM THE POST OFFICE AT
 QG1161'WINN TO A T-JUNCTION OF A PAVED ROAD LEADING NORTHWEST FROM THE
 QG1161'HIGHWAY, THENCE 0.4 MILES NORTHWEST ALONG THE PAVED ROAD ACROSS THE
 QG1161'PENOBSCOT RIVER TO A T-JUNCTION OF A PAVED ROAD LEADING NORTHEAST
 QG1161'AND SOUTHWEST, THENCE 0.5 MILES SOUTHWEST ALONG THE PAVED ROAD TO A
 QG1161'T-JUNCTION WITH STATE HIGHWAY 116 LEADING NORTHWEST AND SOUTHWEST,
 QG1161'THENCE 2.2 MILES SOUTHWEST ALONG STATE HIGHWAY 116, 116.0 FT.
 QG1161'NORTHWEST OF AND ACROSS THE HIGHWAY FROM THE SOUTHWEST CORNER OF A
 QG1161'ONE STORY WOOD FRAME HOUSE OWNED BY D. SMITH, 96.0 FT. SOUTHWEST OF
 QG1161'THE CENTER LINE OF A PAVED ROAD LEADING NORTHWEST FROM THE HIGHWAY,
 QG1161'65.0 FT. NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 4.4 FT. SOUTH-
 QG1161'WEST OF A POWER POLE NUMBER 32 WITH TWO GUY WIRES TO THE GROUND AND
 QG1161'ONE TRANSFORMER, DISK IS 4 INCHES BELOW THE GROUND, ACCESS TO WHICH
 QG1161'IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0494 ***********************************************************************
 RF0494  DESIGNATION -  H 185
 RF0494  PID         -  RF0494
 RF0494  STATE/COUNTY-  ME/AROOSTOOK
 RF0494  USGS QUAD   -  WINTERVILLE (1985)
 RF0494
 RF0494                         *CURRENT SURVEY CONTROL
 RF0494  ___________________________________________________________________
 RF0494* NAD 83(1986)-  46 59 20.     (N)    068 35 20.     (W)     SCALED    
 RF0494* NAVD 88     -       203.949  (meters)     669.12   (feet)  ADJUSTED  
 RF0494  ___________________________________________________________________
 RF0494  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 RF0494  DYNAMIC HT  -         203.972 (meters)     669.20  (feet)  COMP
 RF0494  MODELED GRAV-     980,723.5   (mgal)                       NAVD 88
 RF0494
 RF0494  VERT ORDER  -  FIRST     CLASS II
 RF0494
 RF0494.The horizontal coordinates were scaled from a topographic map and have
 RF0494.an estimated accuracy of +/- 6 seconds.
 RF0494
 RF0494.The orthometric height was determined by differential leveling
 RF0494.and adjusted by the National Geodetic Survey in June 1991..
 RF0494
 RF0494.The geoid height was determined by GEOID03.
 RF0494
 RF0494.The dynamic height is computed by dividing the NAVD 88
 RF0494.geopotential number by the normal gravity value computed on the
 RF0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0494.degrees latitude (g = 980.6199 gals.).
 RF0494
 RF0494.The modeled gravity was interpolated from observed gravity values.
 RF0494
 RF0494;                    North         East    Units  Estimated Accuracy
 RF0494;SPC ME E     -   369,190.      293,240.      MT  (+/- 180 meters Scaled)
 RF0494
 RF0494                          SUPERSEDED SURVEY CONTROL
 RF0494
 RF0494.No superseded survey control is available for this station.
 RF0494
 RF0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN312040(NAD 83)
 RF0494_MARKER: DB = BENCH MARK DISK
 RF0494_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RF0494_SP_SET: STAINLESS STEEL ROD
 RF0494_STAMPING: H 185 1978
 RF0494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0494
 RF0494  HISTORY     - Date     Condition        Report By
 RF0494  HISTORY     - 1978     MONUMENTED       NGS
 RF0494
 RF0494                          STATION DESCRIPTION
 RF0494
 RF0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0494'3.0 MI SOUTH FROM EAGLE LAKE.
 RF0494'3.0 MILES SOUTH ALONG STATE HIGHWAY 11 FROM ST. MARYS CHURCH AT
 RF0494'EAGLE LAKE, 0.4 MILES SOUTH OF THE T-JUNCTION OF A PAVED ROAD LEADING
 RF0494'WEST, INSIDE OF AND AT THE NORTH END OF A CURVE, 32.6 FT. EAST OF
 RF0494'THE CENTER LINE OF THE HIGHWAY, 38.5 FT. NORTH OF A 7-INCH TRIANGULAR
 RF0494'BLAZED TREE, 2.2 FT. EAST OF POWER POLE 89, THE DISK IS 3 INCHES
 RF0494'BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW
 RF0494'PLUG FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0467 ***********************************************************************
 RF0467  DESIGNATION -  H 186
 RF0467  PID         -  RF0467
 RF0467  STATE/COUNTY-  ME/AROOSTOOK
 RF0467  USGS QUAD   -  PORTAGE LAKE EAST (1986)
 RF0467
 RF0467                         *CURRENT SURVEY CONTROL
 RF0467  ___________________________________________________________________
 RF0467* NAD 83(1986)-  46 46 38.     (N)    068 27 57.     (W)     SCALED    
 RF0467* NAVD 88     -       281.052  (meters)     922.08   (feet)  ADJUSTED  
 RF0467  ___________________________________________________________________
 RF0467  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 RF0467  DYNAMIC HT  -         281.082 (meters)     922.18  (feet)  COMP
 RF0467  MODELED GRAV-     980,712.4   (mgal)                       NAVD 88
 RF0467
 RF0467  VERT ORDER  -  FIRST     CLASS II
 RF0467
 RF0467.The horizontal coordinates were scaled from a topographic map and have
 RF0467.an estimated accuracy of +/- 6 seconds.
 RF0467
 RF0467.The orthometric height was determined by differential leveling
 RF0467.and adjusted by the National Geodetic Survey in June 1991..
 RF0467
 RF0467.The geoid height was determined by GEOID03.
 RF0467
 RF0467.The dynamic height is computed by dividing the NAVD 88
 RF0467.geopotential number by the normal gravity value computed on the
 RF0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0467.degrees latitude (g = 980.6199 gals.).
 RF0467
 RF0467.The modeled gravity was interpolated from observed gravity values.
 RF0467
 RF0467;                    North         East    Units  Estimated Accuracy
 RF0467;SPC ME E     -   345,660.      302,610.      MT  (+/- 180 meters Scaled)
 RF0467
 RF0467                          SUPERSEDED SURVEY CONTROL
 RF0467
 RF0467.No superseded survey control is available for this station.
 RF0467
 RF0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM407805(NAD 83)
 RF0467_MARKER: DB = BENCH MARK DISK
 RF0467_SETTING: 66 = SET IN ROCK OUTCROP
 RF0467_SP_SET: OUTCROP
 RF0467_STAMPING: H 186 1978
 RF0467_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0467+STABILITY: POSITION/ELEVATION WELL
 RF0467
 RF0467  HISTORY     - Date     Condition        Report By
 RF0467  HISTORY     - 1978     MONUMENTED       NGS
 RF0467
 RF0467                          STATION DESCRIPTION
 RF0467
 RF0467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0467'1.4 MI NORTH FROM PORTAGE.
 RF0467'1.4 MILES NORTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT
 RF0467'PORTAGE, AT A LOOPING GRAVEL ROAD TURN OFF, 18.9 FT. EAST OF THE
 RF0467'CENTER LINE OF THE HIGHWAY, 56.7 FT. NORTHWEST OF POWER POLE 8 255,
 RF0467'22.4 FT. SOUTH OF THE CENTER LINE OF THE Y JUNCTION OF THE TURN OFF
 RF0467'IN THE TOP OF A 6 BY 4 FT. ROCK OUTCROP, 1 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0369 ***********************************************************************
 RF0369  DESIGNATION -  H 187
 RF0369  PID         -  RF0369
 RF0369  STATE/COUNTY-  ME/AROOSTOOK
 RF0369  USGS QUAD   -  LITTLE MACHIAS LAKE (1986)
 RF0369
 RF0369                         *CURRENT SURVEY CONTROL
 RF0369  ___________________________________________________________________
 RF0369* NAD 83(1986)-  46 39 26.     (N)    068 36 52.     (W)     SCALED    
 RF0369* NAVD 88     -       250.295  (meters)     821.18   (feet)  ADJUSTED  
 RF0369  ___________________________________________________________________
 RF0369  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 RF0369  DYNAMIC HT  -         250.319 (meters)     821.25  (feet)  COMP
 RF0369  MODELED GRAV-     980,703.1   (mgal)                       NAVD 88
 RF0369  OBS GRAVITY -     980,695.3   (mgal)                       GRAV_OBS
 RF0369
 RF0369  VERT ORDER  -  FIRST     CLASS II
 RF0369
 RF0369.The horizontal coordinates were scaled from a topographic map and have
 RF0369.an estimated accuracy of +/- 6 seconds.
 RF0369
 RF0369.The orthometric height was determined by differential leveling
 RF0369.and adjusted by the National Geodetic Survey in June 1991..
 RF0369
 RF0369.The geoid height was determined by GEOID03.
 RF0369
 RF0369.The dynamic height is computed by dividing the NAVD 88
 RF0369.geopotential number by the normal gravity value computed on the
 RF0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0369.degrees latitude (g = 980.6199 gals.).
 RF0369
 RF0369.The modeled gravity was interpolated from observed gravity values.
 RF0369.The observed gravity was obtained from relative gravimeter ties
 RF0369.to the IGSN71 gravity network.
 RF0369
 RF0369;                    North         East    Units  Estimated Accuracy
 RF0369;SPC ME E     -   332,330.      291,240.      MT  (+/- 180 meters Scaled)
 RF0369
 RF0369                          SUPERSEDED SURVEY CONTROL
 RF0369
 RF0369.No superseded survey control is available for this station.
 RF0369
 RF0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM294671(NAD 83)
 RF0369_MARKER: DB = BENCH MARK DISK
 RF0369_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RF0369_SP_SET: STAINLESS STEEL ROD
 RF0369_STAMPING: H 187 1978
 RF0369_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0369
 RF0369  HISTORY     - Date     Condition        Report By
 RF0369  HISTORY     - 1978     MONUMENTED       NGS
 RF0369
 RF0369                          STATION DESCRIPTION
 RF0369
 RF0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0369'4.65 MI WEST FROM SIX MILE CHECK POINT.
 RF0369'4.65 MILES WEST ALONG AMERICAN REALTY ROAD FROM SIX MILE CHECK POINT,
 RF0369'0.7 MILES EAST OF A SMALL WOOD BRIDGE OVER GREENLAW STREAM, AT THE
 RF0369'T-JUNCTION OF A DIM WOODS ROAD LEADING SOUTH, 35.8 FT. SOUTH OF THE
 RF0369'CENTER LINE OF THE ROAD, 11.0 FT. EAST OF THE CENTER LINE OF THE
 RF0369'WOODS ROAD, 5.7 FT. NORTHWEST OF A 10-INCH TRIANGULAR BLAZED FIR
 RF0369'TREE, THE DISK IS 1-INCH BELOW GROUND, ACCESS TO WHICH IS HAD
 RF0369'THROUGH A 4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1186 ***********************************************************************
 QG1186  DESIGNATION -  H 187 X
 QG1186  PID         -  QG1186
 QG1186  STATE/COUNTY-  ME/AROOSTOOK
 QG1186  USGS QUAD   -  REED POND (1988)
 QG1186
 QG1186                         *CURRENT SURVEY CONTROL
 QG1186  ___________________________________________________________________
 QG1186* NAD 83(1986)-  45 42 57.     (N)    068 09 06.     (W)     SCALED    
 QG1186* NAVD 88     -       162.474  (meters)     533.05   (feet)  ADJUSTED  
 QG1186  ___________________________________________________________________
 QG1186  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 QG1186  DYNAMIC HT  -         162.478 (meters)     533.06  (feet)  COMP
 QG1186  MODELED GRAV-     980,638.4   (mgal)                       NAVD 88
 QG1186
 QG1186  VERT ORDER  -  FIRST     CLASS II
 QG1186
 QG1186.The horizontal coordinates were scaled from a topographic map and have
 QG1186.an estimated accuracy of +/- 6 seconds.
 QG1186
 QG1186.The orthometric height was determined by differential leveling
 QG1186.and adjusted by the National Geodetic Survey in June 1991..
 QG1186
 QG1186.The geoid height was determined by GEOID03.
 QG1186
 QG1186.The dynamic height is computed by dividing the NAVD 88
 QG1186.geopotential number by the normal gravity value computed on the
 QG1186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1186.degrees latitude (g = 980.6199 gals.).
 QG1186
 QG1186.The modeled gravity was interpolated from observed gravity values.
 QG1186
 QG1186;                    North         East    Units  Estimated Accuracy
 QG1186;SPC ME E     -   227,750.      327,120.      MT  (+/- 180 meters Scaled)
 QG1186
 QG1186                          SUPERSEDED SURVEY CONTROL
 QG1186
 QG1186.No superseded survey control is available for this station.
 QG1186
 QG1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL660628(NAD 83)
 QG1186_MARKER: DB = BENCH MARK DISK
 QG1186_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QG1186_SP_SET: STAINLESS STEEL ROD
 QG1186_STAMPING: H 187 X 1978
 QG1186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG1186
 QG1186  HISTORY     - Date     Condition        Report By
 QG1186  HISTORY     - 1978     MONUMENTED       NGS
 QG1186
 QG1186                          STATION DESCRIPTION
 QG1186
 QG1186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1186'0.6 MI SW FROM REED.
 QG1186'0.6 MILE SOUTHWEST ALONG U.S. HIGHWAY 2A FROM ITS JUNCTION WITH STATE
 QG1186'HIGHWAY 171 AT REED, 151.3 FT. SOUTH OF AND ACROSS THE HIGHWAY FROM
 QG1186'THE EAST CORNER OF A ONE STORY WOOD FRAME HOUSE BELONGING TO H.
 QG1186'CRAWFORD, 89.9 FT. SOUTHEAST OF AND ACROSS THE HIGHWAY FROM THE SOUTH
 QG1186'CORNER OF A GARAGE BUILDING BELONGING TO H. CRAWFORD, 41.0 FT.
 QG1186'SOUTHEAST OF CENTER LINE OF HIGHWAY, 22.6 FT. NORTHEAST OF A POWER
 QG1186'POLE WITH ONE LIGHT AND ONE TRANSFORMER. DISK IS 5 INCHES BELOW
 QG1186'GROUND, ACCESS TO WHICH IS HAD THROUGH A 4 INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0394 ***********************************************************************
 RF0394  DESIGNATION -  H 188
 RF0394  PID         -  RF0394
 RF0394  STATE/COUNTY-  ME/AROOSTOOK
 RF0394  USGS QUAD   -  FIFTH MUSQUACOOK LAKE (1986)
 RF0394
 RF0394                         *CURRENT SURVEY CONTROL
 RF0394  ___________________________________________________________________
 RF0394* NAD 83(1986)-  46 37 20.     (N)    069 02 08.     (W)     SCALED    
 RF0394* NAVD 88     -       384.141  (meters)    1260.30   (feet)  ADJUSTED  
 RF0394  ___________________________________________________________________
 RF0394  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 RF0394  DYNAMIC HT  -         384.165 (meters)    1260.38  (feet)  COMP
 RF0394  MODELED GRAV-     980,663.8   (mgal)                       NAVD 88
 RF0394
 RF0394  VERT ORDER  -  FIRST     CLASS II
 RF0394
 RF0394.The horizontal coordinates were scaled from a topographic map and have
 RF0394.an estimated accuracy of +/- 6 seconds.
 RF0394
 RF0394.The orthometric height was determined by differential leveling
 RF0394.and adjusted by the National Geodetic Survey in June 1991..
 RF0394
 RF0394.The geoid height was determined by GEOID03.
 RF0394
 RF0394.The dynamic height is computed by dividing the NAVD 88
 RF0394.geopotential number by the normal gravity value computed on the
 RF0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0394.degrees latitude (g = 980.6199 gals.).
 RF0394
 RF0394.The modeled gravity was interpolated from observed gravity values.
 RF0394
 RF0394;                    North         East    Units  Estimated Accuracy
 RF0394;SPC ME E     -   328,570.      258,990.      MT  (+/- 180 meters Scaled)
 RF0394
 RF0394                          SUPERSEDED SURVEY CONTROL
 RF0394
 RF0394.No superseded survey control is available for this station.
 RF0394
 RF0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM972631(NAD 83)
 RF0394_MARKER: DB = BENCH MARK DISK
 RF0394_SETTING: 66 = SET IN ROCK OUTCROP
 RF0394_SP_SET: OUTCROP
 RF0394_STAMPING: H 188 1978
 RF0394_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0394+STABILITY: POSITION/ELEVATION WELL
 RF0394
 RF0394  HISTORY     - Date     Condition        Report By
 RF0394  HISTORY     - 1978     MONUMENTED       NGS
 RF0394
 RF0394                          STATION DESCRIPTION
 RF0394
 RF0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0394'6.95 MI EAST FROM MUSQUACOOK CHECK POINT.
 RF0394'6.95 MILES EAST ALONG THE MAIN TRAVELED GRAVEL ROAD FROM MUSQUACOOK
 RF0394'CHECK POINT, 0.45 MILES SOUTHWEST OF THE T-JUNCTION OF A GRAVEL ROAD
 RF0394'LEADING EAST, AT A BULLDOOZED EXCAVATION LEADING UP HILL AND SOUTH-
 RF0394'EAST, 35.0 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 15.8 FEET
 RF0394'WEST OF A 14-INCH TRIANGLE BLAZED FIR TREE, IN THE TOP OF THE HIGHEST
 RF0394'POINT OF A 5 BY 3-FT. SHALE OUTCROP, 1-FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0443 ***********************************************************************
 RF0443  DESIGNATION -  H 189
 RF0443  PID         -  RF0443
 RF0443  STATE/COUNTY-  ME/AROOSTOOK
 RF0443  USGS QUAD   -  BEAVER POND SE (1986)
 RF0443
 RF0443                         *CURRENT SURVEY CONTROL
 RF0443  ___________________________________________________________________
 RF0443* NAD 83(1986)-  46 34 32.     (N)    069 51 50.     (W)     SCALED    
 RF0443* NAVD 88     -       326.381  (meters)    1070.80   (feet)  ADJUSTED  
 RF0443  ___________________________________________________________________
 RF0443  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 RF0443  DYNAMIC HT  -         326.389 (meters)    1070.83  (feet)  COMP
 RF0443  MODELED GRAV-     980,632.4   (mgal)                       NAVD 88
 RF0443
 RF0443  VERT ORDER  -  FIRST     CLASS II
 RF0443
 RF0443.The horizontal coordinates were scaled from a topographic map and have
 RF0443.an estimated accuracy of +/- 6 seconds.
 RF0443
 RF0443.The orthometric height was determined by differential leveling
 RF0443.and adjusted by the National Geodetic Survey in June 1991..
 RF0443
 RF0443.The geoid height was determined by GEOID03.
 RF0443
 RF0443.The dynamic height is computed by dividing the NAVD 88
 RF0443.geopotential number by the normal gravity value computed on the
 RF0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0443.degrees latitude (g = 980.6199 gals.).
 RF0443
 RF0443.The modeled gravity was interpolated from observed gravity values.
 RF0443
 RF0443;                    North         East    Units  Estimated Accuracy
 RF0443;SPC ME E     -   324,150.      195,460.      MT  (+/- 180 meters Scaled)
 RF0443
 RF0443                          SUPERSEDED SURVEY CONTROL
 RF0443
 RF0443.No superseded survey control is available for this station.
 RF0443
 RF0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM338583(NAD 83)
 RF0443_MARKER: DB = BENCH MARK DISK
 RF0443_SETTING: 66 = SET IN ROCK OUTCROP
 RF0443_SP_SET: ROCK OUTCROP
 RF0443_STAMPING: H 189 1978
 RF0443_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0443+STABILITY: POSITION/ELEVATION WELL
 RF0443
 RF0443  HISTORY     - Date     Condition        Report By
 RF0443  HISTORY     - 1978     MONUMENTED       NGS
 RF0443
 RF0443                          STATION DESCRIPTION
 RF0443
 RF0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0443'7.9 MI EAST FROM DAAQUAM.
 RF0443'7.9 MILES EAST ALONG THE MAIN TRAVELED GRAVEL ROAD FROM THE U.S.
 RF0443'CUSTOMS OFFICE AT DAAQUAM, 0.7 MILE EAST OF THE T-JUNCTION OF A
 RF0443'ROAD LEADING SOUTH, AT A SMALL WOODEN BRIDGE OVER A STREAM, 30.6
 RF0443'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 14.8 FEET SOUTHEAST OF
 RF0443'THE SOUTHEAST CORNER OF THE BRIDGE, IN THE TOP OF THE WEST END OF
 RF0443'A 3 BY 3-FT. ROCK OUTCROP, 1-FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0589 ***********************************************************************
 PE0589  DESIGNATION -  H 19
 PE0589  PID         -  PE0589
 PE0589  STATE/COUNTY-  ME/WALDO
 PE0589  USGS QUAD   -  HAMPDEN (1982)
 PE0589
 PE0589                         *CURRENT SURVEY CONTROL
 PE0589  ___________________________________________________________________
 PE0589* NAD 83(1986)-  44 41 17.     (N)    068 52 11.     (W)     SCALED    
 PE0589* NAVD 88     -        47.559  (meters)     156.03   (feet)  ADJUSTED  
 PE0589  ___________________________________________________________________
 PE0589  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 PE0589  DYNAMIC HT  -          47.556 (meters)     156.02  (feet)  COMP
 PE0589  MODELED GRAV-     980,563.4   (mgal)                       NAVD 88
 PE0589
 PE0589  VERT ORDER  -  SECOND    CLASS 0
 PE0589
 PE0589.The horizontal coordinates were scaled from a topographic map and have
 PE0589.an estimated accuracy of +/- 6 seconds.
 PE0589
 PE0589.The orthometric height was determined by differential leveling
 PE0589.and adjusted by the National Geodetic Survey in June 1991..
 PE0589
 PE0589.The geoid height was determined by GEOID03.
 PE0589
 PE0589.The dynamic height is computed by dividing the NAVD 88
 PE0589.geopotential number by the normal gravity value computed on the
 PE0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0589.degrees latitude (g = 980.6199 gals.).
 PE0589
 PE0589.The modeled gravity was interpolated from observed gravity values.
 PE0589
 PE0589;                    North         East    Units  Estimated Accuracy
 PE0589;SPC ME E     -   113,550.      270,690.      MT  (+/- 180 meters Scaled)
 PE0589
 PE0589                          SUPERSEDED SURVEY CONTROL
 PE0589
 PE0589  NGVD 29 (??/??/92)   47.773  (m)          156.74   (f) ADJ UNCH    2 0
 PE0589
 PE0589.Superseded values are not recommended for survey control.
 PE0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0589.See file dsdata.txt to determine how the superseded data were derived.
 PE0589
 PE0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK103483(NAD 83)
 PE0589_MARKER: DB = BENCH MARK DISK
 PE0589_SETTING: 66 = SET IN ROCK OUTCROP
 PE0589_SP_SET: ROCK LEDGE
 PE0589_STAMPING: 156.735 H 19 1933
 PE0589_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0589+STABILITY: POSITION/ELEVATION WELL
 PE0589
 PE0589  HISTORY     - Date     Condition        Report By
 PE0589  HISTORY     - 1933     MONUMENTED       CGS
 PE0589  HISTORY     - 1944     GOOD             NGS
 PE0589
 PE0589                          STATION DESCRIPTION
 PE0589
 PE0589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 PE0589'2.2 MI N FROM WINTERPORT.
 PE0589'2.2 MILES NORTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM THE
 PE0589'STATION AT WINTERPORT, WALDO COUNTY, AT MILEAGE 22.2, 936 FEET
 PE0589'EAST OF A DIRT-ROAD CROSSING, AT THE WEST END OF A ROCK CUT, 10
 PE0589'FEET SOUTH OF THE CENTERLINE OF THE TRACK, IN THE TOP OF A ROCK
 PE0589'LEDGE OUTCROP, AND 4 FEET HIGHER THAN THE TRACK.  A STANDARD
 PE0589'DISK, STAMPED 156.735 H 19 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0428 ***********************************************************************
 RF0428  DESIGNATION -  H 190
 RF0428  PID         -  RF0428
 RF0428  STATE/COUNTY-  ME/AROOSTOOK
 RF0428  USGS QUAD   -  FOOL BROOK (1986)
 RF0428
 RF0428                         *CURRENT SURVEY CONTROL
 RF0428  ___________________________________________________________________
 RF0428* NAD 83(1986)-  46 35 50.     (N)    069 37 36.     (W)     SCALED    
 RF0428* NAVD 88     -       346.063  (meters)    1135.38   (feet)  ADJUSTED  
 RF0428  ___________________________________________________________________
 RF0428  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 RF0428  DYNAMIC HT  -         346.071 (meters)    1135.40  (feet)  COMP
 RF0428  MODELED GRAV-     980,627.3   (mgal)                       NAVD 88
 RF0428
 RF0428  VERT ORDER  -  FIRST     CLASS II
 RF0428
 RF0428.The horizontal coordinates were scaled from a topographic map and have
 RF0428.an estimated accuracy of +/- 6 seconds.
 RF0428
 RF0428.The orthometric height was determined by differential leveling
 RF0428.and adjusted by the National Geodetic Survey in June 1991..
 RF0428
 RF0428.The geoid height was determined by GEOID03.
 RF0428
 RF0428.The dynamic height is computed by dividing the NAVD 88
 RF0428.geopotential number by the normal gravity value computed on the
 RF0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0428.degrees latitude (g = 980.6199 gals.).
 RF0428
 RF0428.The modeled gravity was interpolated from observed gravity values.
 RF0428
 RF0428;                    North         East    Units  Estimated Accuracy
 RF0428;SPC ME E     -   326,270.      213,680.      MT  (+/- 180 meters Scaled)
 RF0428
 RF0428                          SUPERSEDED SURVEY CONTROL
 RF0428
 RF0428.No superseded survey control is available for this station.
 RF0428
 RF0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM520605(NAD 83)
 RF0428_MARKER: DB = BENCH MARK DISK
 RF0428_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RF0428_SP_SET: STAINLESS STEEL ROD
 RF0428_STAMPING: H 190 1978
 RF0428_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0428
 RF0428  HISTORY     - Date     Condition        Report By
 RF0428  HISTORY     - 1978     MONUMENTED       NGS
 RF0428
 RF0428                          STATION DESCRIPTION
 RF0428
 RF0428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0428'5.9 MI WEST FROM CLAYTON LAKE.
 RF0428'5.9 MILES WEST ALONG THE MAIN TRAVELED GRAVEL ROAD FROM THE POST
 RF0428'OFFICE AT CLAYTON LAKE, 0.25 MILE SOUTHWEST OF A SMALL WOODEN BRIDGE
 RF0428'OVER CENTER BROOK, AT THE T-JUNCTION OF A WOODS ROAD LEADING SOUTH-
 RF0428'EAST, 43.0 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 14.0 FEET
 RF0428'NORTHEAST OF THE CENTER LINE OF THE WOODS ROAD. THE DISK IS 1-INCH
 RF0428'BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW
 RF0428'PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0286 ***********************************************************************
 QF0286  DESIGNATION -  H 191
 QF0286  PID         -  QF0286
 QF0286  STATE/COUNTY-  ME/WASHINGTON
 QF0286  USGS QUAD   -  DANFORTH (1988)
 QF0286
 QF0286                         *CURRENT SURVEY CONTROL
 QF0286  ___________________________________________________________________
 QF0286* NAD 83(1986)-  45 37 30.     (N)    067 47 54.     (W)     SCALED    
 QF0286* NAVD 88     -       174.626  (meters)     572.92   (feet)  ADJUSTED  
 QF0286  ___________________________________________________________________
 QF0286  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 QF0286  DYNAMIC HT  -         174.627 (meters)     572.92  (feet)  COMP
 QF0286  MODELED GRAV-     980,620.8   (mgal)                       NAVD 88
 QF0286
 QF0286  VERT ORDER  -  FIRST     CLASS II
 QF0286
 QF0286.The horizontal coordinates were scaled from a topographic map and have
 QF0286.an estimated accuracy of +/- 6 seconds.
 QF0286
 QF0286.The orthometric height was determined by differential leveling
 QF0286.and adjusted by the National Geodetic Survey in June 1991..
 QF0286
 QF0286.The geoid height was determined by GEOID03.
 QF0286
 QF0286.The dynamic height is computed by dividing the NAVD 88
 QF0286.geopotential number by the normal gravity value computed on the
 QF0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0286.degrees latitude (g = 980.6199 gals.).
 QF0286
 QF0286.The modeled gravity was interpolated from observed gravity values.
 QF0286
 QF0286;                    North         East    Units  Estimated Accuracy
 QF0286;SPC ME E     -   217,840.      354,710.      MT  (+/- 180 meters Scaled)
 QF0286
 QF0286                          SUPERSEDED SURVEY CONTROL
 QF0286
 QF0286.No superseded survey control is available for this station.
 QF0286
 QF0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL936530(NAD 83)
 QF0286_MARKER: DB = BENCH MARK DISK
 QF0286_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QF0286_SP_SET: STAINLESS STEEL ROD
 QF0286_STAMPING: H 191 1978
 QF0286_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QF0286
 QF0286  HISTORY     - Date     Condition        Report By
 QF0286  HISTORY     - 1978     MONUMENTED       NGS
 QF0286
 QF0286                          STATION DESCRIPTION
 QF0286
 QF0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0286'4.6 MI SE FROM DANFORTH.
 QF0286'0.1 MILE NORTHEAST ALONG DEPOT STREET FROM THE TOWN HALL AT
 QF0286'DANFORTH TO THE JUNCTION OF U.S. HIGHWAY 1, THENCE 4.5 MILES
 QF0286'SOUTHEAST ALONG U.S. HIGHWAY 1, 80.4 FEET NORTHEAST OF THE
 QF0286'NORTHEAST ONE OF A TWO STORY WOOD FRAME HOUSE BELONGING TO R. GRAY,
 QF0286'80.0 FEET WEST OF AND ACROSS THE HIGHWAY FROM THE NORTHEAST CORNER
 QF0286'OF A TWO STORY WOOD FRAME HOUSE, 71.2 FEET SOUTH OF TELEPHONE POLE
 QF0286'81 WITH ONE GUY WIRE, 30.5 FEET WEST OF THE CENTER LINE OF HIGHWAY,
 QF0286'3.7 FEET NORTH-NORTHWEST OF A POWER POLE WITH ONE TRANSFORMER. DISK
 QF0286'IS 3 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH
 QF0286'PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0221 ***********************************************************************
 QF0221  DESIGNATION -  H 192
 QF0221  PID         -  QF0221
 QF0221  STATE/COUNTY-  ME/AROOSTOOK
 QF0221  USGS QUAD   -  ORIENT (1989)
 QF0221
 QF0221                         *CURRENT SURVEY CONTROL
 QF0221  ___________________________________________________________________
 QF0221* NAD 83(1986)-  45 45 54.     (N)    067 52 07.     (W)     SCALED    
 QF0221* NAVD 88     -       191.760  (meters)     629.13   (feet)  ADJUSTED  
 QF0221  ___________________________________________________________________
 QF0221  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 QF0221  DYNAMIC HT  -         191.763 (meters)     629.14  (feet)  COMP
 QF0221  MODELED GRAV-     980,626.6   (mgal)                       NAVD 88
 QF0221
 QF0221  VERT ORDER  -  FIRST     CLASS II
 QF0221
 QF0221.The horizontal coordinates were scaled from a topographic map and have
 QF0221.an estimated accuracy of +/- 6 seconds.
 QF0221
 QF0221.The orthometric height was determined by differential leveling
 QF0221.and adjusted by the National Geodetic Survey in June 1991..
 QF0221
 QF0221.The geoid height was determined by GEOID03.
 QF0221
 QF0221.The dynamic height is computed by dividing the NAVD 88
 QF0221.geopotential number by the normal gravity value computed on the
 QF0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0221.degrees latitude (g = 980.6199 gals.).
 QF0221
 QF0221.The modeled gravity was interpolated from observed gravity values.
 QF0221
 QF0221;                    North         East    Units  Estimated Accuracy
 QF0221;SPC ME E     -   233,350.      349,110.      MT  (+/- 180 meters Scaled)
 QF0221
 QF0221                          SUPERSEDED SURVEY CONTROL
 QF0221
 QF0221.No superseded survey control is available for this station.
 QF0221
 QF0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL879685(NAD 83)
 QF0221_MARKER: DB = BENCH MARK DISK
 QF0221_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QF0221_SP_SET: STAINLESS STEEL ROD
 QF0221_STAMPING: H 192 1978
 QF0221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QF0221
 QF0221  HISTORY     - Date     Condition        Report By
 QF0221  HISTORY     - 1978     MONUMENTED       NGS
 QF0221
 QF0221                          STATION DESCRIPTION
 QF0221
 QF0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0221'7.3 MI NORTH FROM DANFORTH.
 QF0221'0.1 MILES NORTHEAST ALONG DEPOT STREET FROM THE TOWN HALL AT DANFORTH
 QF0221'AT THE JUNCTION OF U.S. HIGHWAY 1, THENCE 7.2 MILES NORTH ALONG U.S.
 QF0221'HIGHWAY 1, TO A ROADSIDE PULL-OFF ON WEST SIDE OF HIGHWAY, 62.0 FEET
 QF0221'NORTHWEST OF CENTER LINE OF HIGHWAY, 15.6 FEET WEST OF TELEPHONE POLE
 QF0221'496, 11.5 FEET SOUTHWEST OF A TRIANGLE BLAZED 16-INCH OAK TREE, 5.4
 QF0221'FEET SOUTH OF A TRIANGLE BLAZED 6-INCH OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0199 ***********************************************************************
 QF0199  DESIGNATION -  H 193
 QF0199  PID         -  QF0199
 QF0199  STATE/COUNTY-  ME/WASHINGTON
 QF0199  USGS QUAD   -  SIMSQUISH LAKE (1988)
 QF0199
 QF0199                         *CURRENT SURVEY CONTROL
 QF0199  ___________________________________________________________________
 QF0199* NAD 83(1986)-  45 29 36.     (N)    067 35 52.     (W)     SCALED    
 QF0199* NAVD 88     -       118.515  (meters)     388.83   (feet)  ADJUSTED  
 QF0199  ___________________________________________________________________
 QF0199  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 QF0199  DYNAMIC HT  -         118.515 (meters)     388.83  (feet)  COMP
 QF0199  MODELED GRAV-     980,620.7   (mgal)                       NAVD 88
 QF0199  OBS GRAVITY -     980,614.2   (mgal)                       GRAV_OBS
 QF0199
 QF0199  VERT ORDER  -  FIRST     CLASS II
 QF0199
 QF0199.The horizontal coordinates were scaled from a topographic map and have
 QF0199.an estimated accuracy of +/- 6 seconds.
 QF0199
 QF0199.The orthometric height was determined by differential leveling
 QF0199.and adjusted by the National Geodetic Survey in June 1991..
 QF0199
 QF0199.The geoid height was determined by GEOID03.
 QF0199
 QF0199.The dynamic height is computed by dividing the NAVD 88
 QF0199.geopotential number by the normal gravity value computed on the
 QF0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0199.degrees latitude (g = 980.6199 gals.).
 QF0199
 QF0199.The modeled gravity was interpolated from observed gravity values.
 QF0199.The observed gravity was obtained from relative gravimeter ties
 QF0199.to the IGSN71 gravity network.
 QF0199
 QF0199;                    North         East    Units  Estimated Accuracy
 QF0199;SPC ME E     -   203,360.      370,520.      MT  (+/- 180 meters Scaled)
 QF0199
 QF0199                          SUPERSEDED SURVEY CONTROL
 QF0199
 QF0199.No superseded survey control is available for this station.
 QF0199
 QF0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL095387(NAD 83)
 QF0199_MARKER: DB = BENCH MARK DISK
 QF0199_SETTING: 66 = SET IN ROCK OUTCROP
 QF0199_SP_SET: OUTCROP
 QF0199_STAMPING: H 193 1978
 QF0199_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0199+STABILITY: POSITION/ELEVATION WELL
 QF0199
 QF0199  HISTORY     - Date     Condition        Report By
 QF0199  HISTORY     - 1978     MONUMENTED       NGS
 QF0199  HISTORY     - 1982     GOOD             NGS
 QF0199
 QF0199                          STATION DESCRIPTION
 QF0199
 QF0199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0199'4.6 MI SW FROM LAMBERT LAKE.
 QF0199'4.6 MILES SOUTHWEST ALONG STATE HIGHWAY 6 FROM THE CANADIAN PACIFIC
 QF0199'RAILROAD CROSSING AT LAMBERT LAKE, 94.0 FEET EAST OF AND ACROSS
 QF0199'THE HIGHWAY FROM A POWER POLE, 47.4 FEET WEST-SOUTHWEST OF A
 QF0199'TRIANGULAR BLAZED 15-INCH PINE TREE, 36.7 FEET SOUTH-SOUTHEAST OF
 QF0199'THE CENTER LINE OF HIGHWAY, IN THE TOP OF A 4 BY 15-FT. ROUNDED
 QF0199'OUTCROP.
 QF0199
 QF0199                          STATION RECOVERY (1982)
 QF0199
 QF0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QF0199'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0257 ***********************************************************************
 QF0257  DESIGNATION -  H 194
 QF0257  PID         -  QF0257
 QF0257  STATE/COUNTY-  ME/WASHINGTON
 QF0257  USGS QUAD   -  WAITE (1988)
 QF0257
 QF0257                         *CURRENT SURVEY CONTROL
 QF0257  ___________________________________________________________________
 QF0257* NAD 83(1986)-  45 18 01.     (N)    067 40 24.     (W)     SCALED    
 QF0257* NAVD 88     -        91.001  (meters)     298.56   (feet)  ADJUSTED  
 QF0257  ___________________________________________________________________
 QF0257  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 QF0257  DYNAMIC HT  -          91.001 (meters)     298.56  (feet)  COMP
 QF0257  MODELED GRAV-     980,609.3   (mgal)                       NAVD 88
 QF0257
 QF0257  VERT ORDER  -  FIRST     CLASS II
 QF0257
 QF0257.The horizontal coordinates were scaled from a topographic map and have
 QF0257.an estimated accuracy of +/- 6 seconds.
 QF0257
 QF0257.The orthometric height was determined by differential leveling
 QF0257.and adjusted by the National Geodetic Survey in June 1991..
 QF0257
 QF0257.The geoid height was determined by GEOID03.
 QF0257
 QF0257.The dynamic height is computed by dividing the NAVD 88
 QF0257.geopotential number by the normal gravity value computed on the
 QF0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0257.degrees latitude (g = 980.6199 gals.).
 QF0257
 QF0257.The modeled gravity was interpolated from observed gravity values.
 QF0257
 QF0257;                    North         East    Units  Estimated Accuracy
 QF0257;SPC ME E     -   181,840.      364,830.      MT  (+/- 180 meters Scaled)
 QF0257
 QF0257                          SUPERSEDED SURVEY CONTROL
 QF0257
 QF0257.No superseded survey control is available for this station.
 QF0257
 QF0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL040171(NAD 83)
 QF0257_MARKER: DB = BENCH MARK DISK
 QF0257_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QF0257_SP_SET: STAINLESS STEEL ROD
 QF0257_STAMPING: H 194 1978
 QF0257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QF0257
 QF0257  HISTORY     - Date     Condition        Report By
 QF0257  HISTORY     - 1978     MONUMENTED       NGS
 QF0257
 QF0257                          STATION DESCRIPTION
 QF0257
 QF0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0257'2.6 MI SOUTH FROM WAITE.
 QF0257'2.6 MILES SOUTH ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT WAITE,
 QF0257'53.1 FEET WEST OF THE CENTER LINE OF HIGHWAY, 28.1 FEET NORTH-
 QF0257'NORTHWEST OF POWER POLE NUMBER 428, 24.4 FEET WEST-SOUTHWEST OF THE
 QF0257'WEST END OF A 30-INCH CORRUAGATED STEEL PIPE CULVERT. DISK IS 4
 QF0257'INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH
 QF0257'PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0519 ***********************************************************************
 RF0519  DESIGNATION -  H 195
 RF0519  PID         -  RF0519
 RF0519  STATE/COUNTY-  ME/AROOSTOOK
 RF0519  USGS QUAD   -  KNOWLES CORNER (1986)
 RF0519
 RF0519                         *CURRENT SURVEY CONTROL
 RF0519  ___________________________________________________________________
 RF0519* NAD 83(1986)-  46 14 50.     (N)    068 20 24.     (W)     SCALED    
 RF0519* NAVD 88     -       298.265  (meters)     978.56   (feet)  ADJUSTED  
 RF0519  ___________________________________________________________________
 RF0519  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 RF0519  DYNAMIC HT  -         298.276 (meters)     978.59  (feet)  COMP
 RF0519  MODELED GRAV-     980,645.1   (mgal)                       NAVD 88
 RF0519
 RF0519  VERT ORDER  -  FIRST     CLASS II
 RF0519
 RF0519.The horizontal coordinates were scaled from a topographic map and have
 RF0519.an estimated accuracy of +/- 6 seconds.
 RF0519
 RF0519.The orthometric height was determined by differential leveling
 RF0519.and adjusted by the National Geodetic Survey in June 1991..
 RF0519
 RF0519.The geoid height was determined by GEOID03.
 RF0519
 RF0519.The dynamic height is computed by dividing the NAVD 88
 RF0519.geopotential number by the normal gravity value computed on the
 RF0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0519.degrees latitude (g = 980.6199 gals.).
 RF0519
 RF0519.The modeled gravity was interpolated from observed gravity values.
 RF0519
 RF0519;                    North         East    Units  Estimated Accuracy
 RF0519;SPC ME E     -   286,760.      312,340.      MT  (+/- 180 meters Scaled)
 RF0519
 RF0519                          SUPERSEDED SURVEY CONTROL
 RF0519
 RF0519.No superseded survey control is available for this station.
 RF0519
 RF0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM508217(NAD 83)
 RF0519_MARKER: DB = BENCH MARK DISK
 RF0519_SETTING: 66 = SET IN ROCK OUTCROP
 RF0519_SP_SET: OUTCROP
 RF0519_STAMPING: H 195 1978
 RF0519_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0519+STABILITY: POSITION/ELEVATION WELL
 RF0519
 RF0519  HISTORY     - Date     Condition        Report By
 RF0519  HISTORY     - 1978     MONUMENTED       NGS
 RF0519
 RF0519                          STATION DESCRIPTION
 RF0519
 RF0519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0519'13.4 MI NW FROM SMYRNA MILLS.
 RF0519'10.45 MILES NORTHWEST ALONG STATE HIGHWAT 212 FROM THE JUNCTION OF
 RF0519'U.S. HIGHWAY 2 AT SMYRNA MILLS, THENCE 3.0 MILES NORTH ALONG STATE
 RF0519'HIGHWAY 11, 0.6 MILE NORTH OF THE MAIN ENTRANCE TO A STATE REST
 RF0519'AREA, AT A LOW DEPRESSION OF CLEARED LAND, 66.0 FEET EAST OF THE
 RF0519'CENTER LINE OF THE HIGHWAY, 139.0 FEET SOUTHEAST OF AND ACROSS THE
 RF0519'HIGHWAY FROM POWER POLE NUMBER 979, IN THE TOP OF A 1 BY 1-FT.
 RF0519'OUTCROP 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0232 ***********************************************************************
 QF0232  DESIGNATION -  H 196
 QF0232  PID         -  QF0232
 QF0232  STATE/COUNTY-  ME/WASHINGTON
 QF0232  USGS QUAD   -  CALAIS (1977)
 QF0232
 QF0232                         *CURRENT SURVEY CONTROL
 QF0232  ___________________________________________________________________
 QF0232* NAD 83(1986)-  45 10 57.     (N)    067 17 02.     (W)     SCALED    
 QF0232* NAVD 88     -        35.486  (meters)     116.42   (feet)  ADJUSTED  
 QF0232  ___________________________________________________________________
 QF0232  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 QF0232  DYNAMIC HT  -          35.486 (meters)     116.42  (feet)  COMP
 QF0232  MODELED GRAV-     980,622.2   (mgal)                       NAVD 88
 QF0232  OBS GRAVITY -     980,617.4   (mgal)                       GRAV_OBS
 QF0232
 QF0232  VERT ORDER  -  FIRST     CLASS II
 QF0232
 QF0232.The horizontal coordinates were scaled from a topographic map and have
 QF0232.an estimated accuracy of +/- 6 seconds.
 QF0232
 QF0232.The orthometric height was determined by differential leveling
 QF0232.and adjusted by the National Geodetic Survey in June 1991..
 QF0232
 QF0232.The geoid height was determined by GEOID03.
 QF0232
 QF0232.The dynamic height is computed by dividing the NAVD 88
 QF0232.geopotential number by the normal gravity value computed on the
 QF0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0232.degrees latitude (g = 980.6199 gals.).
 QF0232
 QF0232.The modeled gravity was interpolated from observed gravity values.
 QF0232.The observed gravity was obtained from relative gravimeter ties
 QF0232.to the IGSN71 gravity network.
 QF0232
 QF0232;                    North         East    Units  Estimated Accuracy
 QF0232;SPC ME E     -   169,140.      395,570.      MT  (+/- 180 meters Scaled)
 QF0232
 QF0232                          SUPERSEDED SURVEY CONTROL
 QF0232
 QF0232.No superseded survey control is available for this station.
 QF0232
 QF0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL348046(NAD 83)
 QF0232_MARKER: DB = BENCH MARK DISK
 QF0232_SETTING: 66 = SET IN ROCK OUTCROP
 QF0232_SP_SET: BEDROCK
 QF0232_STAMPING: H 196 1978
 QF0232_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0232+STABILITY: POSITION/ELEVATION WELL
 QF0232
 QF0232  HISTORY     - Date     Condition        Report By
 QF0232  HISTORY     - 1978     MONUMENTED       NGS
 QF0232  HISTORY     - 1982     GOOD             NGS
 QF0232
 QF0232                          STATION DESCRIPTION
 QF0232
 QF0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0232'0.5 MI SW FROM CALAIS.
 QF0232'0.5 MILE SOUTHWEST ALONG NORTH STREET, U.S. HIGHWAY 1 FROM THE
 QF0232'JUNCTION OF MAIN STREET AT CALAIS, IN A SMALL LEDGE NEAR THE
 QF0232'NORTHEAST END OF A 10 BY 6FT. HIGH ROCK OUTCROP IN FRONT OF AN
 QF0232'ABANDONED 2-STORY RESIDENCE AT 116 NORTH STREET, 30.5 FEET
 QF0232'SOUTHEAST OF THE CENTER LINE OF THE STREET, 68.0 FEET EAST-
 QF0232'SOUTHEAST OF AND ACROSS THE STREET FROM A FIRE HYDRANT, 17.0 FEET
 QF0232'NORTHWEST OF THE NORTHWEST FACE OF THE HOUSE, 3.5 FEET SOUTHWEST
 QF0232'OF THE SOUTHWEST EDGE OF CONCRETE STAIRWAY, 2 FEET SOUTHEAST OF
 QF0232'THE SOUTHEAST EDGE OF THE SIDEWALK. THIS BENCH MARK HAS BEEN
 QF0232'DESIGNATED A BASIC C NET A LEVEL LINE JUNCTION MARK.
 QF0232
 QF0232                          STATION RECOVERY (1982)
 QF0232
 QF0232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QF0232'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0536 ***********************************************************************
 RF0536  DESIGNATION -  H 197
 RF0536  PID         -  RF0536
 RF0536  STATE/COUNTY-  ME/AROOSTOOK
 RF0536  USGS QUAD   -  GRISWOLD (1986)
 RF0536
 RF0536                         *CURRENT SURVEY CONTROL
 RF0536  ___________________________________________________________________
 RF0536* NAD 83(1986)-  46 24 26.     (N)    068 22 02.     (W)     SCALED    
 RF0536* NAVD 88     -       222.137  (meters)     728.79   (feet)  ADJUSTED  
 RF0536  ___________________________________________________________________
 RF0536  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 RF0536  DYNAMIC HT  -         222.150 (meters)     728.84  (feet)  COMP
 RF0536  MODELED GRAV-     980,671.8   (mgal)                       NAVD 88
 RF0536
 RF0536  VERT ORDER  -  FIRST     CLASS II
 RF0536
 RF0536.The horizontal coordinates were scaled from a topographic map and have
 RF0536.an estimated accuracy of +/- 6 seconds.
 RF0536
 RF0536.The orthometric height was determined by differential leveling
 RF0536.and adjusted by the National Geodetic Survey in June 1991..
 RF0536
 RF0536.The geoid height was determined by GEOID03.
 RF0536
 RF0536.The dynamic height is computed by dividing the NAVD 88
 RF0536.geopotential number by the normal gravity value computed on the
 RF0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0536.degrees latitude (g = 980.6199 gals.).
 RF0536
 RF0536.The modeled gravity was interpolated from observed gravity values.
 RF0536
 RF0536;                    North         East    Units  Estimated Accuracy
 RF0536;SPC ME E     -   304,540.      310,210.      MT  (+/- 180 meters Scaled)
 RF0536
 RF0536                          SUPERSEDED SURVEY CONTROL
 RF0536
 RF0536.No superseded survey control is available for this station.
 RF0536
 RF0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM486394(NAD 83)
 RF0536_MARKER: DB = BENCH MARK DISK
 RF0536_SETTING: 66 = SET IN ROCK OUTCROP
 RF0536_SP_SET: LEDGE
 RF0536_STAMPING: H 197 1978
 RF0536_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0536+STABILITY: POSITION/ELEVATION WELL
 RF0536
 RF0536  HISTORY     - Date     Condition        Report By
 RF0536  HISTORY     - 1978     MONUMENTED       NGS
 RF0536
 RF0536                          STATION DESCRIPTION
 RF0536
 RF0536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0536'7.05 MI SOUTH FROM MASARDIS.
 RF0536'7.05 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE CONCRETE BRIDGE
 RF0536'OVER THE ST. CROIX STREAM AT MASARDIS, 2.45 MILES SOUTHEAST OF THE
 RF0536'Y-JUNCTION OF PAVED ROAD 5020 LEADING WEST TO OXBOW, 0.7 MILE
 RF0536'SOUTHEAST OF THE T-JUNCTION OF A WOODS ROAD LEADING NORTHEAST, AT
 RF0536'THE T-JUNCTION OF A WOODS ROAD LEADING SOUTHWEST, 100.0 FEET
 RF0536'SOUTHWEST ALONG THE ROAD FROM THE CENTER LINE OF THE HIGHWAY, 69.0
 RF0536'FEET SOUTHWEST OF A PROMINENT 33-INCH TRIANGULAR BLAZED FIR TREE,
 RF0536'IN THE CENTER OF THE WOODS ROAD, IN THE TOP OF A 1 BY 2-FT. EXPOSED
 RF0536'LEDGE FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0504 ***********************************************************************
 PD0504  DESIGNATION -  H 198
 PD0504  PID         -  PD0504
 PD0504  STATE/COUNTY-  ME/WASHINGTON
 PD0504  USGS QUAD   -  WEST LUBEC (1975)
 PD0504
 PD0504                         *CURRENT SURVEY CONTROL
 PD0504  ___________________________________________________________________
 PD0504* NAD 83(1986)-  44 46 35.     (N)    067 02 50.     (W)     SCALED    
 PD0504* NAVD 88     -        23.345  (meters)      76.59   (feet)  ADJUSTED  
 PD0504  ___________________________________________________________________
 PD0504  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 PD0504  DYNAMIC HT  -          23.345 (meters)      76.59  (feet)  COMP
 PD0504  MODELED GRAV-     980,623.9   (mgal)                       NAVD 88
 PD0504
 PD0504  VERT ORDER  -  FIRST     CLASS II
 PD0504
 PD0504.The horizontal coordinates were scaled from a topographic map and have
 PD0504.an estimated accuracy of +/- 6 seconds.
 PD0504
 PD0504.The orthometric height was determined by differential leveling
 PD0504.and adjusted by the National Geodetic Survey in June 1991..
 PD0504
 PD0504.The geoid height was determined by GEOID03.
 PD0504
 PD0504.The dynamic height is computed by dividing the NAVD 88
 PD0504.geopotential number by the normal gravity value computed on the
 PD0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0504.degrees latitude (g = 980.6199 gals.).
 PD0504
 PD0504.The modeled gravity was interpolated from observed gravity values.
 PD0504
 PD0504;                    North         East    Units  Estimated Accuracy
 PD0504;SPC ME E     -   124,320.      414,980.      MT  (+/- 180 meters Scaled)
 PD0504
 PD0504                          SUPERSEDED SURVEY CONTROL
 PD0504
 PD0504.No superseded survey control is available for this station.
 PD0504
 PD0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK545599(NAD 83)
 PD0504_MARKER: DB = BENCH MARK DISK
 PD0504_SETTING: 66 = SET IN ROCK OUTCROP
 PD0504_SP_SET: LEDGE
 PD0504_STAMPING: H 198 1978
 PD0504_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0504+STABILITY: POSITION/ELEVATION WELL
 PD0504
 PD0504  HISTORY     - Date     Condition        Report By
 PD0504  HISTORY     - 1978     MONUMENTED       NGS
 PD0504
 PD0504                          STATION DESCRIPTION
 PD0504
 PD0504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PD0504'1.1 MI EAST FROM SOUTH TRESCOTT.
 PD0504'1.1 MILE EAST ALONG SOUTH LUBEC ROAD FROM THE JUNCTION OF STATE
 PD0504'HIGHWAY 191 AT SOUTH TRESCOTT, OUTSIDE AND AT THE NORTHWEST END
 PD0504'OF A CURVE, 42.9 FEET NORTH OF THE CENTER LINE OF THE ROAD, 29.9
 PD0504'FEET NORTHEAST OF POWER POLE NUMBER 34 920 35, 21.7 FEET SOUTH OF
 PD0504'A 10-INCH FIR TREE, IN THE APPROXIMATE CENTER OF A SLOPING LEDGE,
 PD0504'3 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0250 ***********************************************************************
 QG0250  DESIGNATION -  H 2
 QG0250  PID         -  QG0250
 QG0250  STATE/COUNTY-  ME/PISCATAQUIS
 QG0250  USGS QUAD   -  MILO NORTH (1988)
 QG0250
 QG0250                         *CURRENT SURVEY CONTROL
 QG0250  ___________________________________________________________________
 QG0250* NAD 83(1986)-  45 22 11.     (N)    068 58 10.     (W)     SCALED    
 QG0250* NAVD 88     -       156.841  (meters)     514.57   (feet)  ADJUSTED  
 QG0250  ___________________________________________________________________
 QG0250  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 QG0250  DYNAMIC HT  -         156.840 (meters)     514.57  (feet)  COMP
 QG0250  MODELED GRAV-     980,607.9   (mgal)                       NAVD 88
 QG0250
 QG0250  VERT ORDER  -  FIRST     CLASS II
 QG0250
 QG0250.The horizontal coordinates were scaled from a topographic map and have
 QG0250.an estimated accuracy of +/- 6 seconds.
 QG0250
 QG0250.The orthometric height was determined by differential leveling
 QG0250.and adjusted by the National Geodetic Survey in June 1991..
 QG0250
 QG0250.The geoid height was determined by GEOID03.
 QG0250
 QG0250.The dynamic height is computed by dividing the NAVD 88
 QG0250.geopotential number by the normal gravity value computed on the
 QG0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0250.degrees latitude (g = 980.6199 gals.).
 QG0250
 QG0250.The modeled gravity was interpolated from observed gravity values.
 QG0250
 QG0250;                    North         East    Units  Estimated Accuracy
 QG0250;SPC ME E     -   189,340.      263,230.      MT  (+/- 180 meters Scaled)
 QG0250
 QG0250                          SUPERSEDED SURVEY CONTROL
 QG0250
 QG0250  NGVD 29 (??/??/92)  157.014  (m)          515.14   (f) ADJ UNCH    1 2
 QG0250
 QG0250.Superseded values are not recommended for survey control.
 QG0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0250.See file dsdata.txt to determine how the superseded data were derived.
 QG0250
 QG0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL023240(NAD 83)
 QG0250_MARKER: DB = BENCH MARK DISK
 QG0250_SETTING: 80 = SET IN A BOULDER
 QG0250_SP_SET: BOULDER
 QG0250_STAMPING: ELEV 515.137 FT H 2 1916
 QG0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0250+STABILITY: SURFACE MOTION
 QG0250
 QG0250  HISTORY     - Date     Condition        Report By
 QG0250  HISTORY     - 1916     MONUMENTED       CGS
 QG0250
 QG0250                          STATION DESCRIPTION
 QG0250
 QG0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1916
 QG0250'0.4 MI SE FROM KNIGHTS.
 QG0250'0.4 MILE SOUTHEAST ALONG THE CANADIAN PACIFIC RAILWAY FROM
 QG0250'KNIGHTS, PISCATAQUIS COUNTY, 1.0 MILE NORTHWEST OF THE CROSSING
 QG0250'OF A ROAD LEADING TO KNIGHTS LANDING, 5 POLES SOUTHEAST OF
 QG0250'THE SOUTHEAST SIDING SWITCH, ONE POLE SOUTHEAST OF MILEPOST
 QG0250'100, 8 YARDS SOUTHWEST OF THE CENTER LINE OF THE TRACK, IN
 QG0250'THE TOP OF A 4- BY 8-FOOT BOULDER, AND ABOUT 6 FEET ABOVE
 QG0250'THE GROUND.  A STANDARD DISK, STAMPED ELEV 515.137 FT H 2 1916.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0185 ***********************************************************************
 QF0185  DESIGNATION -  H 20
 QF0185  PID         -  QF0185
 QF0185  STATE/COUNTY-  ME/WASHINGTON
 QF0185  USGS QUAD   -  BROOKTON (1988)
 QF0185
 QF0185                         *CURRENT SURVEY CONTROL
 QF0185  ___________________________________________________________________
 QF0185* NAD 83(1986)-  45 34 02.     (N)    067 47 33.     (W)     SCALED    
 QF0185* NAVD 88     -       174.460  (meters)     572.37   (feet)  ADJUSTED  
 QF0185  ___________________________________________________________________
 QF0185  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 QF0185  DYNAMIC HT  -         174.459 (meters)     572.37  (feet)  COMP
 QF0185  MODELED GRAV-     980,610.2   (mgal)                       NAVD 88
 QF0185
 QF0185  VERT ORDER  -  FIRST     CLASS II
 QF0185
 QF0185.The horizontal coordinates were scaled from a topographic map and have
 QF0185.an estimated accuracy of +/- 6 seconds.
 QF0185
 QF0185.The orthometric height was determined by differential leveling
 QF0185.and adjusted by the National Geodetic Survey in June 1991..
 QF0185.WARNING-Repeat measurements at this control monument indicate possible
 QF0185.vertical movement.
 QF0185
 QF0185.The geoid height was determined by GEOID03.
 QF0185
 QF0185.The dynamic height is computed by dividing the NAVD 88
 QF0185.geopotential number by the normal gravity value computed on the
 QF0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0185.degrees latitude (g = 980.6199 gals.).
 QF0185
 QF0185.The modeled gravity was interpolated from observed gravity values.
 QF0185
 QF0185;                    North         East    Units  Estimated Accuracy
 QF0185;SPC ME E     -   211,420.      355,230.      MT  (+/- 180 meters Scaled)
 QF0185
 QF0185                          SUPERSEDED SURVEY CONTROL
 QF0185
 QF0185.No superseded survey control is available for this station.
 QF0185
 QF0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL942466(NAD 83)
 QF0185_MARKER: DB = BENCH MARK DISK
 QF0185_SETTING: 80 = SET IN A BOULDER
 QF0185_SP_SET: BOULDER
 QF0185_STAMPING: 572.817 H 20 1933
 QF0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0185+STABILITY: SURFACE MOTION
 QF0185
 QF0185  HISTORY     - Date     Condition        Report By
 QF0185  HISTORY     - 1933     MONUMENTED       CGS
 QF0185  HISTORY     - 1978     GOOD             NGS
 QF0185
 QF0185                          STATION DESCRIPTION
 QF0185
 QF0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 QF0185'2.7 MI N FROM BROOKTON.
 QF0185'2.7 MILES NORTH ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 QF0185'BROOKTON, WASHINGTON COUNTY, 3.0 MILES SOUTH OF THE MAINE CENTRAL
 QF0185'RAILROAD STATION AT EATON, 200 YARDS SOUTHEAST OF A SMALL
 QF0185'RESIDENCE, 28 YARDS NORTH OF A CORRUGATED-IRON PIPE CULVERT UNDER
 QF0185'THE HIGHWAY, 17 YARDS WEST OF THE CENTER LINE OF THE HIGHWAY, IN
 QF0185'A PASTURE, IN THE TOP OF A 3- BY 4-FOOT BOULDER, AND ABOUT 1-1/2
 QF0185'FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED 572.817 H 20 1933.
 QF0185
 QF0185                          STATION RECOVERY (1978)
 QF0185
 QF0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QF0185'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0316 ***********************************************************************
 QF0316  DESIGNATION -  H 200
 QF0316  PID         -  QF0316
 QF0316  STATE/COUNTY-  ME/WASHINGTON
 QF0316  USGS QUAD   -  DEVILS HEAD (1977)
 QF0316
 QF0316                         *CURRENT SURVEY CONTROL
 QF0316  ___________________________________________________________________
 QF0316* NAD 83(1986)-  45 09 40.     (N)    067 11 30.     (W)     SCALED    
 QF0316* NAVD 88     -        35.263  (meters)     115.69   (feet)  ADJUSTED  
 QF0316  ___________________________________________________________________
 QF0316  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 QF0316  DYNAMIC HT  -          35.263 (meters)     115.69  (feet)  COMP
 QF0316  MODELED GRAV-     980,620.3   (mgal)                       NAVD 88
 QF0316
 QF0316  VERT ORDER  -  FIRST     CLASS II
 QF0316
 QF0316.The horizontal coordinates were scaled from a topographic map and have
 QF0316.an estimated accuracy of +/- 6 seconds.
 QF0316
 QF0316.The orthometric height was determined by differential leveling
 QF0316.and adjusted by the National Geodetic Survey in June 1991..
 QF0316
 QF0316.The geoid height was determined by GEOID03.
 QF0316
 QF0316.The dynamic height is computed by dividing the NAVD 88
 QF0316.geopotential number by the normal gravity value computed on the
 QF0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0316.degrees latitude (g = 980.6199 gals.).
 QF0316
 QF0316.The modeled gravity was interpolated from observed gravity values.
 QF0316
 QF0316;                    North         East    Units  Estimated Accuracy
 QF0316;SPC ME E     -   166,880.      402,860.      MT  (+/- 180 meters Scaled)
 QF0316
 QF0316                          SUPERSEDED SURVEY CONTROL
 QF0316
 QF0316.No superseded survey control is available for this station.
 QF0316
 QF0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL421024(NAD 83)
 QF0316_MARKER: DB = BENCH MARK DISK
 QF0316_SETTING: 66 = SET IN ROCK OUTCROP
 QF0316_SP_SET: ROCK OUTCROP
 QF0316_STAMPING: H 200 1978
 QF0316_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0316+STABILITY: POSITION/ELEVATION WELL
 QF0316
 QF0316  HISTORY     - Date     Condition        Report By
 QF0316  HISTORY     - 1978     MONUMENTED       NGS
 QF0316
 QF0316                          STATION DESCRIPTION
 QF0316
 QF0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0316'3.6 MI NW FROM RED BEACH.
 QF0316'3.6 MILES NORTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT RED
 QF0316'BEACH, 0.1 MILE NORTHWEST OF A PAVED ROAD LEADING NORTHEAST, 94.2 FT.
 QF0316'SOUTHEAST OF CENTER LINE OF A TRACK ROAD LEADING NORTHEAST, 63.5 FT.
 QF0316'NORTHEAST OF CENTER LINE OF THE HIGHWAY, 47.6 FT. SOUTHEAST OF POWER
 QF0316'POLE 03 128, IN THE NORTHWEST END OF A 4 BY 10-FOOT ROCK OUTCROP, ALSO
 QF0316'5.0 MILES SOUTHEAST OF THE POST OFFICE AT CALAIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI8327 ***********************************************************************
 AI8327  DESIGNATION -  H 206
 AI8327  PID         -  AI8327
 AI8327  STATE/COUNTY-  ME/HANCOCK
 AI8327  USGS QUAD   -  PENOBSCOT (1981)
 AI8327
 AI8327                         *CURRENT SURVEY CONTROL
 AI8327  ___________________________________________________________________
 AI8327* NAD 83(1986)-  44 26 54.     (N)    068 38 57.     (W)     SCALED    
 AI8327* NAVD 88     -        44.513  (meters)     146.04   (feet)  ADJUSTED  
 AI8327  ___________________________________________________________________
 AI8327  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 AI8327  DYNAMIC HT  -          44.509 (meters)     146.03  (feet)  COMP
 AI8327  MODELED GRAV-     980,542.8   (mgal)                       NAVD 88
 AI8327
 AI8327  VERT ORDER  -  SECOND    CLASS I
 AI8327
 AI8327.The horizontal coordinates were scaled from a topographic map and have
 AI8327.an estimated accuracy of +/- 6 seconds.
 AI8327
 AI8327.The orthometric height was determined by differential leveling
 AI8327.and adjusted by the National Geodetic Survey in July 2002..
 AI8327.No vertical observational check was made to the station.
 AI8327
 AI8327.The geoid height was determined by GEOID03.
 AI8327
 AI8327.The dynamic height is computed by dividing the NAVD 88
 AI8327.geopotential number by the normal gravity value computed on the
 AI8327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8327.degrees latitude (g = 980.6199 gals.).
 AI8327
 AI8327.The modeled gravity was interpolated from observed gravity values.
 AI8327
 AI8327;                    North         East    Units  Estimated Accuracy
 AI8327;SPC ME E     -    86,860.      288,130.      MT  (+/- 180 meters Scaled)
 AI8327
 AI8327                          SUPERSEDED SURVEY CONTROL
 AI8327
 AI8327.No superseded survey control is available for this station.
 AI8327
 AI8327_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK279217(NAD 83)
 AI8327_MARKER: DV = VERTICAL CONTROL DISK
 AI8327_SETTING: 66 = SET IN ROCK OUTCROP
 AI8327_STAMPING: H 206 2000
 AI8327_MARK LOGO: NGS   
 AI8327_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8327_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI8327+STABILITY: POSITION/ELEVATION WELL
 AI8327_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI8327+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AI8327
 AI8327  HISTORY     - Date     Condition        Report By
 AI8327  HISTORY     - 2000     MONUMENTED       NGS
 AI8327
 AI8327                          STATION DESCRIPTION
 AI8327
 AI8327'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 AI8327'0.2 KM (0.10 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 199 FROM THE POST
 AI8327'OFFICE IN PENOBSCOT, THENCE 1.6 KM (1.00 MI) SOUTHERLY ALONG STATE
 AI8327'HIGHWAY 175, THENCE 4.5 KM (2.80 MI) EASTERLY ALONG STATE HIGHWAY 177,
 AI8327'NEAR THE CENTER OF A 8 BY 12-FOOT AREA OF EXPOSED ROCK OUTCROP, 40.8 M
 AI8327'(133.9 FT) EAST OF THE CENTER OF A DRIVEWAY LEADING TO HOUSE NUMBER
 AI8327'4225, 28.6 M (93.8 FT) WEST OF THE CENTER OF A DRIVEWAY, 12.4 M (40.7
 AI8327'FT) WEST OF UTILITY POLE NUMBER 15 1/2, 8.1 M (26.6 FT) NORTH OF THE
 AI8327'HIGHWAY CENTERLINE, 0.7 M (2.3 FT) EAST OF A WITNESS POST, AND 0.5 M
 AI8327'(1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY.  NOTE--THE MARK IS ON THE
 AI8327'HIGHWAY RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0015 ***********************************************************************
 RE0015  DESIGNATION -  H 21
 RE0015  PID         -  RE0015
 RE0015  STATE/COUNTY-  ME/AROOSTOOK
 RE0015  USGS QUAD   -  HOULTON NORTH (1984)
 RE0015
 RE0015                         *CURRENT SURVEY CONTROL
 RE0015  ___________________________________________________________________
 RE0015* NAD 83(1986)-  46 12 48.     (N)    067 51 06.     (W)     SCALED    
 RE0015* NAVD 88     -       124.895  (meters)     409.76   (feet)  ADJUSTED  
 RE0015  ___________________________________________________________________
 RE0015  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 RE0015  DYNAMIC HT  -         124.902 (meters)     409.78  (feet)  COMP
 RE0015  MODELED GRAV-     980,668.6   (mgal)                       NAVD 88
 RE0015
 RE0015  VERT ORDER  -  SECOND    CLASS 0
 RE0015
 RE0015.The horizontal coordinates were scaled from a topographic map and have
 RE0015.an estimated accuracy of +/- 6 seconds.
 RE0015
 RE0015.The orthometric height was determined by differential leveling
 RE0015.and adjusted by the National Geodetic Survey in June 1991..
 RE0015
 RE0015.The geoid height was determined by GEOID03.
 RE0015
 RE0015.The dynamic height is computed by dividing the NAVD 88
 RE0015.geopotential number by the normal gravity value computed on the
 RE0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0015.degrees latitude (g = 980.6199 gals.).
 RE0015
 RE0015.The modeled gravity was interpolated from observed gravity values.
 RE0015
 RE0015;                    North         East    Units  Estimated Accuracy
 RE0015;SPC ME E     -   283,190.      350,020.      MT  (+/- 180 meters Scaled)
 RE0015
 RE0015                          SUPERSEDED SURVEY CONTROL
 RE0015
 RE0015  NGVD 29 (??/??/92)  125.088  (m)          410.39   (f) ADJ UNCH    2 0
 RE0015
 RE0015.Superseded values are not recommended for survey control.
 RE0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0015.See file dsdata.txt to determine how the superseded data were derived.
 RE0015
 RE0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM885183(NAD 83)
 RE0015_MARKER: DB = BENCH MARK DISK
 RE0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RE0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RE0015_STAMPING: H 21 1933
 RE0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RE0015+STABILITY: SURFACE MOTION
 RE0015
 RE0015  HISTORY     - Date     Condition        Report By
 RE0015  HISTORY     - 1933     MONUMENTED       CGS
 RE0015  HISTORY     - 1951     GOOD             NGS
 RE0015  HISTORY     - 1951     MARK NOT FOUND   NGS
 RE0015
 RE0015                          STATION DESCRIPTION
 RE0015
 RE0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 RE0015'6.2 MI N FROM HOULTON.
 RE0015'6.2 MILES NORTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM THE
 RE0015'STATION AT HOULTON, AROOSTOOK COUNTY, AT STATION 172.2, 0.4
 RE0015'MILE SOUTH OF THE CROSSING OF A ROAD LEADING TO A POTATO WAREHOUSE,
 RE0015'30 YARDS NORTH OF SECTION POST 41-42, 16 YARDS EAST OF THE
 RE0015'CENTERLINE OF THE TRACK, AND AT THE RIGHT-OF-WAY LINE.  A
 RE0015'STANDARD DISK, STAMPED H 21 1933 AND SET IN THE TOP OF A CONCRETE
 RE0015'POST.
 RE0015
 RE0015                          STATION RECOVERY (1951)
 RE0015
 RE0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 RE0015'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0668 ***********************************************************************
 RE0668  DESIGNATION -  H 22
 RE0668  PID         -  RE0668
 RE0668  STATE/COUNTY-  ME/AROOSTOOK
 RE0668  USGS QUAD   -  GOODWIN (1984)
 RE0668
 RE0668                         *CURRENT SURVEY CONTROL
 RE0668  ___________________________________________________________________
 RE0668* NAD 83(1986)-  46 49 52.     (N)    067 59 37.     (W)     SCALED    
 RE0668* NAVD 88     -       126.364  (meters)     414.58   (feet)  ADJUSTED  
 RE0668  ___________________________________________________________________
 RE0668  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 RE0668  DYNAMIC HT  -         126.377 (meters)     414.62  (feet)  COMP
 RE0668  MODELED GRAV-     980,720.3   (mgal)                       NAVD 88
 RE0668
 RE0668  VERT ORDER  -  SECOND    CLASS 0
 RE0668
 RE0668.The horizontal coordinates were scaled from a topographic map and have
 RE0668.an estimated accuracy of +/- 6 seconds.
 RE0668
 RE0668.The orthometric height was determined by differential leveling
 RE0668.and adjusted by the National Geodetic Survey in June 1991..
 RE0668
 RE0668.The geoid height was determined by GEOID03.
 RE0668
 RE0668.The dynamic height is computed by dividing the NAVD 88
 RE0668.geopotential number by the normal gravity value computed on the
 RE0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0668.degrees latitude (g = 980.6199 gals.).
 RE0668
 RE0668.The modeled gravity was interpolated from observed gravity values.
 RE0668
 RE0668;                    North         East    Units  Estimated Accuracy
 RE0668;SPC ME E     -   351,780.      338,630.      MT  (+/- 180 meters Scaled)
 RE0668
 RE0668                          SUPERSEDED SURVEY CONTROL
 RE0668
 RE0668  NGVD 29 (??/??/92)  126.549  (m)          415.19   (f) ADJ UNCH    2 0
 RE0668
 RE0668.Superseded values are not recommended for survey control.
 RE0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0668.See file dsdata.txt to determine how the superseded data were derived.
 RE0668
 RE0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM767868(NAD 83)
 RE0668_MARKER: DB = BENCH MARK DISK
 RE0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RE0668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RE0668_STAMPING: H 22 1933
 RE0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RE0668+STABILITY: SURFACE MOTION
 RE0668
 RE0668  HISTORY     - Date     Condition        Report By
 RE0668  HISTORY     - 1933     MONUMENTED       CGS
 RE0668  HISTORY     - 1961     GOOD             NGS
 RE0668
 RE0668                          STATION DESCRIPTION
 RE0668
 RE0668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RE0668'2.1 MI S FROM CARIBOU.
 RE0668'2.1 MILES SOUTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 RE0668'CARIBOU, AROOSTOOK COUNTY, 0.2 MILE NORTH OF MILEPOST 224, 25
 RE0668'YARDS SOUTH OF A FRAME FARMHOUSE, 14 YARDS WEST OF THE CENTERLINE
 RE0668'OF THE TRACK, AND LEVEL WITH THE TOP OF THE RAIL.  A STANDARD
 RE0668'DISK, STAMPED H 22 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0060 ***********************************************************************
 SF0060  DESIGNATION -  H 23
 SF0060  PID         -  SF0060
 SF0060  STATE/COUNTY-  ME/AROOSTOOK
 SF0060  USGS QUAD   -  FRENCHVILLE (1986)
 SF0060
 SF0060                         *CURRENT SURVEY CONTROL
 SF0060  ___________________________________________________________________
 SF0060* NAD 83(1986)-  47 17 29.     (N)    068 29 06.     (W)     SCALED    
 SF0060* NAVD 88     -       158.511  (meters)     520.05   (feet)  ADJUSTED  
 SF0060  ___________________________________________________________________
 SF0060  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 SF0060  DYNAMIC HT  -         158.533 (meters)     520.12  (feet)  COMP
 SF0060  MODELED GRAV-     980,754.0   (mgal)                       NAVD 88
 SF0060
 SF0060  VERT ORDER  -  FIRST     CLASS II
 SF0060
 SF0060.The horizontal coordinates were scaled from a topographic map and have
 SF0060.an estimated accuracy of +/- 6 seconds.
 SF0060
 SF0060.The orthometric height was determined by differential leveling
 SF0060.and adjusted by the National Geodetic Survey in June 1991..
 SF0060
 SF0060.The geoid height was determined by GEOID03.
 SF0060
 SF0060.The dynamic height is computed by dividing the NAVD 88
 SF0060.geopotential number by the normal gravity value computed on the
 SF0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0060.degrees latitude (g = 980.6199 gals.).
 SF0060
 SF0060.The modeled gravity was interpolated from observed gravity values.
 SF0060
 SF0060;                    North         East    Units  Estimated Accuracy
 SF0060;SPC ME E     -   402,820.      301,140.      MT  (+/- 180 meters Scaled)
 SF0060
 SF0060                          SUPERSEDED SURVEY CONTROL
 SF0060
 SF0060  NGVD 29 (??/??/92)  158.605  (m)          520.36   (f) ADJ UNCH    1 2
 SF0060
 SF0060.Superseded values are not recommended for survey control.
 SF0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0060.See file dsdata.txt to determine how the superseded data were derived.
 SF0060
 SF0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN389376(NAD 83)
 SF0060_MARKER: DB = BENCH MARK DISK
 SF0060_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SF0060_SP_SET: CULVERT
 SF0060_STAMPING: H 23 1933
 SF0060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0060
 SF0060  HISTORY     - Date     Condition        Report By
 SF0060  HISTORY     - 1933     MONUMENTED       CGS
 SF0060  HISTORY     - 1978     GOOD             NGS
 SF0060
 SF0060                          STATION DESCRIPTION
 SF0060
 SF0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 SF0060'6.3 MI E FROM FORT KENT.
 SF0060'6.3 MILES EAST ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM THE
 SF0060'STATION AT FORT KENT, AROOSTOOK COUNTY, 45 YARDS SOUTH OF A
 SF0060'DIRT-ROAD CROSSING, 12 YARDS EAST OF THE CENTERLINE OF THE TRACK,
 SF0060'IN THE TOP OF THE NORTH END OF THE WEST HEADWALL OF CONCRETE
 SF0060'CULVERT 37.44, AND ABOUT 3 YARDS BELOW THE TOP OF THE RAIL.
 SF0060'A STANDARD DISK, STAMPED H 23 1933.
 SF0060
 SF0060                          STATION RECOVERY (1978)
 SF0060
 SF0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 SF0060'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1512 ***********************************************************************
 PE1512  DESIGNATION -  H 25
 PE1512  PID         -  PE1512
 PE1512  STATE/COUNTY-  ME/SOMERSET
 PE1512  USGS QUAD   -  HINCKLEY (1982)
 PE1512
 PE1512                         *CURRENT SURVEY CONTROL
 PE1512  ___________________________________________________________________
 PE1512* NAD 83(1986)-  44 38 17.     (N)    069 44 11.     (W)     SCALED    
 PE1512* NAVD 88     -        79.888  (meters)     262.10   (feet)  ADJUSTED  
 PE1512  ___________________________________________________________________
 PE1512  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 PE1512  DYNAMIC HT  -          79.881 (meters)     262.08  (feet)  COMP
 PE1512  MODELED GRAV-     980,533.0   (mgal)                       NAVD 88
 PE1512
 PE1512  VERT ORDER  -  SECOND    CLASS 0
 PE1512
 PE1512.The horizontal coordinates were scaled from a topographic map and have
 PE1512.an estimated accuracy of +/- 6 seconds.
 PE1512
 PE1512.The orthometric height was determined by differential leveling
 PE1512.and adjusted by the National Geodetic Survey in June 1991..
 PE1512
 PE1512.The geoid height was determined by GEOID03.
 PE1512
 PE1512.The dynamic height is computed by dividing the NAVD 88
 PE1512.geopotential number by the normal gravity value computed on the
 PE1512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1512.degrees latitude (g = 980.6199 gals.).
 PE1512
 PE1512.The modeled gravity was interpolated from observed gravity values.
 PE1512
 PE1512;                    North         East    Units  Estimated Accuracy
 PE1512;SPC ME W     -   200,600.      934,140.      MT  (+/- 180 meters Scaled)
 PE1512
 PE1512                          SUPERSEDED SURVEY CONTROL
 PE1512
 PE1512  NGVD 29 (??/??/92)   80.083  (m)          262.74   (f) ADJ UNCH    2 0
 PE1512
 PE1512.Superseded values are not recommended for survey control.
 PE1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1512.See file dsdata.txt to determine how the superseded data were derived.
 PE1512
 PE1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK415430(NAD 83)
 PE1512_MARKER: DB = BENCH MARK DISK
 PE1512_SETTING: 80 = SET IN A BOULDER
 PE1512_SP_SET: BOULDER
 PE1512_STAMPING: 262.739 H 25 1933
 PE1512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1512+STABILITY: SURFACE MOTION
 PE1512
 PE1512  HISTORY     - Date     Condition        Report By
 PE1512  HISTORY     - 1933     MONUMENTED       CGS
 PE1512  HISTORY     - 1934     GOOD             NGS
 PE1512
 PE1512                          STATION DESCRIPTION
 PE1512
 PE1512'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PE1512'7 MI N FROM OAKLAND.
 PE1512'IN SOMERSET COUNTY, 7.0 MILES NORTH ALONG THE MAINE CENTRAL
 PE1512'RAILROAD FROM THE STATION AT OAKLAND, KENNEBEC COUNTY, 3 RAILS
 PE1512'NORTH OF MILEPOST K 84, 6 RAILS SOUTH OF A DIRT-ROAD CROSSING,
 PE1512'35 YARDS EAST OF THE CENTER LINE OF THE TRACK, IN THE TOP OF A
 PE1512'5-BY 7-FOOT BOULDER PROJECTING ABOUT 3 FEET ABOVE THE GROUND,
 PE1512'AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED 262.739 H 25
 PE1512'1933.
 PE1512
 PE1512                          STATION RECOVERY (1934)
 PE1512
 PE1512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PE1512'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0235 ***********************************************************************
 PF0235  DESIGNATION -  H 26
 PF0235  PID         -  PF0235
 PF0235  STATE/COUNTY-  ME/FRANKLIN
 PF0235  USGS QUAD   -  RANGELEY (1997)
 PF0235
 PF0235                         *CURRENT SURVEY CONTROL
 PF0235  ___________________________________________________________________
 PF0235* NAD 83(1986)-  44 58 21.     (N)    070 42 38.     (W)     SCALED    
 PF0235* NAVD 88     -       465.774  (meters)    1528.13   (feet)  ADJUSTED  
 PF0235  ___________________________________________________________________
 PF0235  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 PF0235  DYNAMIC HT  -         465.719 (meters)    1527.95  (feet)  COMP
 PF0235  MODELED GRAV-     980,484.3   (mgal)                       NAVD 88
 PF0235
 PF0235  VERT ORDER  -  SECOND    CLASS 0
 PF0235
 PF0235.The horizontal coordinates were scaled from a topographic map and have
 PF0235.an estimated accuracy of +/- 6 seconds.
 PF0235
 PF0235.The orthometric height was determined by differential leveling
 PF0235.and adjusted by the National Geodetic Survey in June 1991..
 PF0235
 PF0235.The geoid height was determined by GEOID03.
 PF0235
 PF0235.The dynamic height is computed by dividing the NAVD 88
 PF0235.geopotential number by the normal gravity value computed on the
 PF0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0235.degrees latitude (g = 980.6199 gals.).
 PF0235
 PF0235.The modeled gravity was interpolated from observed gravity values.
 PF0235
 PF0235;                    North         East    Units  Estimated Accuracy
 PF0235;SPC ME W     -   237,820.      857,100.      MT  (+/- 180 meters Scaled)
 PF0235
 PF0235                          SUPERSEDED SURVEY CONTROL
 PF0235
 PF0235  NGVD 29 (??/??/92)  465.903  (m)         1528.55   (f) ADJ UNCH    2 0
 PF0235
 PF0235.Superseded values are not recommended for survey control.
 PF0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0235.See file dsdata.txt to determine how the superseded data were derived.
 PF0235
 PF0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK651813(NAD 83)
 PF0235_MARKER: DB = BENCH MARK DISK
 PF0235_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PF0235_SP_SET: ABUTMENT WING WALL
 PF0235_STAMPING: 1528.550 H 26 1933
 PF0235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0235
 PF0235  HISTORY     - Date     Condition        Report By
 PF0235  HISTORY     - 1933     MONUMENTED       CGS
 PF0235  HISTORY     - 1934     GOOD             NGS
 PF0235  HISTORY     - 20060710 MARK NOT FOUND   GEOCAC
 PF0235
 PF0235                          STATION DESCRIPTION
 PF0235
 PF0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PF0235'3.4 MI W FROM RANGELEY.
 PF0235'3.4 MILES WEST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE AT
 PF0235'RANGELEY, FRANKLIN COUNTY, 90 YARDS WEST OF A FARMHOUSE, AT A
 PF0235'BRIDGE OVER AN OUTLET TO DODGE POND ON THE NORTH SIDE OF THE
 PF0235'HIGHWAY, IN THE TOP OF THE WEST WING WALL OF THE NORTH ABUTMENT,
 PF0235'8 YARDS SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND LEVEL WITH
 PF0235'THE HIGHWAY.  A STANDARD DISK, STAMPED 1528.550 H 26 1933.
 PF0235
 PF0235                          STATION RECOVERY (1934)
 PF0235
 PF0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PF0235'RECOVERED IN GOOD CONDITION.
 PF0235
 PF0235                          STATION RECOVERY (2006)
 PF0235
 PF0235'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 PF0235'THE MARK WAS NOT RECOVERED, NOT FOUND.
 PF0235' 
 PF0235'THIS MARK HAS BEEN REPLACED BY PF0236, 'H 26 RESET 1958'. THE NEWER
 PF0235'MARK IS IN THE EXACT SAME RELATIVE POSITION ON THE ABUTMENT WINGWALL
 PF0235'BUT IT'S ADJUSTED ELEVATION IS MORE THAN 3 FEET ABOVE THAT OF THIS
 PF0235'STATION (1531.7 FEET VS. 1528.13 FEET).
 PF0235' 
 PF0235'SINCE THE PRESENT ABUTMENT WINGWALL IS ONE MASS OF CONCRETE DOWN TO
 PF0235'THE LEVEL OF THE STREAM, ONE MUST CONCLUDE THAT THE OLD MARK WAS
 PF0235'DESTROYED WHEN THE BRIDGE WAS REBUILT 3 FEET HIGHER.  THE MARK IS
 PF0235'LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0236 ***********************************************************************
 PF0236  DESIGNATION -  H 26 RESET 1958
 PF0236  PID         -  PF0236
 PF0236  STATE/COUNTY-  ME/FRANKLIN
 PF0236  USGS QUAD   -  RANGELEY (1997)
 PF0236
 PF0236                         *CURRENT SURVEY CONTROL
 PF0236  ___________________________________________________________________
 PF0236* NAD 83(1986)-  44 58 21.     (N)    070 42 38.     (W)     SCALED    
 PF0236* NAVD 88     -       466.87   (meters)    1531.7    (feet)  RESET     
 PF0236  ___________________________________________________________________
 PF0236  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 PF0236
 PF0236  VERT ORDER  -  THIRD
 PF0236
 PF0236.The horizontal coordinates were scaled from a topographic map and have
 PF0236.an estimated accuracy of +/- 6 seconds.
 PF0236
 PF0236.The orthometric height was computed from unverified reset data.
 PF0236
 PF0236.The geoid height was determined by GEOID03.
 PF0236
 PF0236;                    North         East    Units  Estimated Accuracy
 PF0236;SPC ME W     -   237,820.      857,100.      MT  (+/- 180 meters Scaled)
 PF0236
 PF0236                          SUPERSEDED SURVEY CONTROL
 PF0236
 PF0236  NGVD 29 (??/??/??)  467.00   (m)         1532.1    (f) RESET       3  
 PF0236
 PF0236.Superseded values are not recommended for survey control.
 PF0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0236.See file dsdata.txt to determine how the superseded data were derived.
 PF0236
 PF0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK651813(NAD 83)
 PF0236_MARKER: DB = BENCH MARK DISK
 PF0236_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PF0236_SP_SET: ABUTMENT WING WALL
 PF0236_STAMPING: H 26 RESET 1958
 PF0236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PF0236+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2006
 PF0236
 PF0236  HISTORY     - Date     Condition        Report By
 PF0236  HISTORY     - 1958     MONUMENTED       MEHD
 PF0236  HISTORY     - 1959     GOOD             NGS
 PF0236  HISTORY     - 20060710 GOOD             GEOCAC
 PF0236
 PF0236                          STATION DESCRIPTION
 PF0236
 PF0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 PF0236'3.4 MI W FROM RANGELEY.
 PF0236'THE MARK IS LOCATED 3.4 MILES WEST ALONG STATE HIGHWAY 16 FROM THE
 PF0236'POST OFFICE AT RANGELEY, 90 YARDS NORTHWEST OF A FARMHOUSE, AT A
 PF0236'BRIDGE OVER AN OUTLET TO DODGE POND, IN THE TOP OF THE WEST
 PF0236'WING-WALL OF THE NORTH ABUTMENT, 20 FEET MORE OR LESS, SOUTHWEST
 PF0236'OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.
 PF0236
 PF0236                          STATION RECOVERY (2006)
 PF0236
 PF0236'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 PF0236'FOUND AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0180 ***********************************************************************
 PF0180  DESIGNATION -  H 28
 PF0180  PID         -  PF0180
 PF0180  STATE/COUNTY-  ME/CUMBERLAND
 PF0180  USGS QUAD   -  BRIDGTON (1983)
 PF0180
 PF0180                         *CURRENT SURVEY CONTROL
 PF0180  ___________________________________________________________________
 PF0180* NAD 83(1986)-  44 02 08.     (N)    070 41 59.     (W)     SCALED    
 PF0180* NAVD 88     -       122.540  (meters)     402.03   (feet)  ADJUSTED  
 PF0180  ___________________________________________________________________
 PF0180  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 PF0180  DYNAMIC HT  -         122.522 (meters)     401.97  (feet)  COMP
 PF0180  MODELED GRAV-     980,469.1   (mgal)                       NAVD 88
 PF0180
 PF0180  VERT ORDER  -  SECOND    CLASS 0
 PF0180
 PF0180.The horizontal coordinates were scaled from a topographic map and have
 PF0180.an estimated accuracy of +/- 6 seconds.
 PF0180
 PF0180.The orthometric height was determined by differential leveling
 PF0180.and adjusted by the National Geodetic Survey in June 1991..
 PF0180
 PF0180.The geoid height was determined by GEOID03.
 PF0180
 PF0180.The dynamic height is computed by dividing the NAVD 88
 PF0180.geopotential number by the normal gravity value computed on the
 PF0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0180.degrees latitude (g = 980.6199 gals.).
 PF0180
 PF0180.The modeled gravity was interpolated from observed gravity values.
 PF0180
 PF0180;                    North         East    Units  Estimated Accuracy
 PF0180;SPC ME W     -   133,700.      857,270.      MT  (+/- 180 meters Scaled)
 PF0180
 PF0180                          SUPERSEDED SURVEY CONTROL
 PF0180
 PF0180  NGVD 29 (??/??/92)  122.708  (m)          402.58   (f) ADJ UNCH    2 0
 PF0180
 PF0180.Superseded values are not recommended for survey control.
 PF0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0180.See file dsdata.txt to determine how the superseded data were derived.
 PF0180
 PF0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ638772(NAD 83)
 PF0180_MARKER: DB = BENCH MARK DISK
 PF0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PF0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PF0180_STAMPING: H 28 1935
 PF0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0180+STABILITY: SURFACE MOTION
 PF0180
 PF0180  HISTORY     - Date     Condition        Report By
 PF0180  HISTORY     - 1935     MONUMENTED       CGS
 PF0180  HISTORY     - 1969     POOR             NGS
 PF0180  HISTORY     - 20040228 MARK NOT FOUND   GEOCAC
 PF0180
 PF0180                          STATION DESCRIPTION
 PF0180
 PF0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PF0180'AT BRIDGTON.
 PF0180'AT BRIDGTON, CUMBERLAND COUNTY, 72 FEET NORTHEAST OF THE NORTHEAST
 PF0180'CORNER OF THE BRIDGTON AND HARRISON RAILWAY STATION, IN A SMALL
 PF0180'TRIANGULAR PARK, ABOUT 140 FEET WEST OF THE SOUTHWEST CORNER
 PF0180'OF A STEEL BRIDGE OVER THE INLET TO LONG LAKE, 72.6 FEET EAST
 PF0180'OF THE EAST RAIL OF THE MAIN TRACK, 14.6 FEET SOUTHEAST OF A
 PF0180'FIRE HYDRANT, AND 6.5 FEET NORTH OF A SMALL TREE.  A STANDARD
 PF0180'DISK, STAMPED H 28 1935 AND SET IN THE TOP OF A CONCRETE POST
 PF0180'ABOUT FLUSH WITH THE GROUND.  NOTE-- 5/69 REPORT TO BE RESET.
 PF0180
 PF0180                          STATION RECOVERY (1969)
 PF0180
 PF0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 PF0180'MARK RECOVERED IN POOR CONDITION.
 PF0180
 PF0180                          STATION RECOVERY (2004)
 PF0180
 PF0180'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 PF0180'MARK NOT FOUND. WRITTEN DESCRIPTION AND CO-ORDINATES DO NOT SEEM TO
 PF0180'MATCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0153 ***********************************************************************
 PF0153  DESIGNATION -  H 29
 PF0153  PID         -  PF0153
 PF0153  STATE/COUNTY-  ME/FRANKLIN
 PF0153  USGS QUAD   -  LIVERMORE FALLS (1967)
 PF0153
 PF0153                         *CURRENT SURVEY CONTROL
 PF0153  ___________________________________________________________________
 PF0153* NAD 83(1986)-  44 28 54.     (N)    070 12 02.     (W)     SCALED    
 PF0153* NAVD 88     -       110.213  (meters)     361.59   (feet)  ADJUSTED  
 PF0153  ___________________________________________________________________
 PF0153  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 PF0153  DYNAMIC HT  -         110.201 (meters)     361.55  (feet)  COMP
 PF0153  MODELED GRAV-     980,509.2   (mgal)                       NAVD 88
 PF0153
 PF0153  VERT ORDER  -  SECOND    CLASS 0
 PF0153
 PF0153.The horizontal coordinates were scaled from a topographic map and have
 PF0153.an estimated accuracy of +/- 6 seconds.
 PF0153
 PF0153.The orthometric height was determined by differential leveling
 PF0153.and adjusted by the National Geodetic Survey in June 1991..
 PF0153
 PF0153.The geoid height was determined by GEOID03.
 PF0153
 PF0153.The dynamic height is computed by dividing the NAVD 88
 PF0153.geopotential number by the normal gravity value computed on the
 PF0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0153.degrees latitude (g = 980.6199 gals.).
 PF0153
 PF0153.The modeled gravity was interpolated from observed gravity values.
 PF0153
 PF0153;                    North         East    Units  Estimated Accuracy
 PF0153;SPC ME W     -   183,130.      897,300.      MT  (+/- 180 meters Scaled)
 PF0153
 PF0153                          SUPERSEDED SURVEY CONTROL
 PF0153
 PF0153  NGVD 29 (??/??/92)  110.341  (m)          362.01   (f) ADJ UNCH    2 0
 PF0153
 PF0153.Superseded values are not recommended for survey control.
 PF0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0153.See file dsdata.txt to determine how the superseded data were derived.
 PF0153
 PF0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK045260(NAD 83)
 PF0153_MARKER: DB = BENCH MARK DISK
 PF0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PF0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PF0153_STAMPING: H 29 1935
 PF0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0153+STABILITY: SURFACE MOTION
 PF0153
 PF0153  HISTORY     - Date     Condition        Report By
 PF0153  HISTORY     - 1935     MONUMENTED       CGS
 PF0153  HISTORY     - 1935     GOOD             NGS
 PF0153
 PF0153                          STATION DESCRIPTION
 PF0153
 PF0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PF0153'0.6 MI W FROM LIVERMORE FALLS.
 PF0153'IN FRANKLIN COUNTY, 0.6 MILE WEST ALONG THE MAINE CENTRAL RAILROAD
 PF0153'FROM THE STATION AT LIVERMORE FALLS, ANDROSCOGGIN COUNTY, 7 POLES
 PF0153'WEST OF THE INTERNATIONAL PAPER MILL, 65 FEET WEST OF THE WEST
 PF0153'RAIL OF THE NORTH MAIN TRACK, 21 FEET EAST OF THE EAST RAIL OF THE
 PF0153'MAINE CENTRAL RAILROAD BRANCH FROM GILBERTVILLE, AND 7 FEET
 PF0153'SOUTHWEST OF THE SOUTHWEST LEG OF A STEEL TOWER.  A STANDARD DISK,
 PF0153'STAMPED H 29 1935 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 PF0153'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0143 ***********************************************************************
 QF0143  DESIGNATION -  H 3
 QF0143  PID         -  QF0143
 QF0143  STATE/COUNTY-  ME/AROOSTOOK
 QF0143  USGS QUAD   -  JIMMEY MOUNTAIN (1988)
 QF0143
 QF0143                         *CURRENT SURVEY CONTROL
 QF0143  ___________________________________________________________________
 QF0143* NAD 83(1986)-  45 40 54.     (N)    067 57 41.     (W)     SCALED    
 QF0143* NAVD 88     -       128.482  (meters)     421.53   (feet)  ADJUSTED  
 QF0143  ___________________________________________________________________
 QF0143  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 QF0143  DYNAMIC HT  -         128.484 (meters)     421.53  (feet)  COMP
 QF0143  MODELED GRAV-     980,635.8   (mgal)                       NAVD 88
 QF0143
 QF0143  VERT ORDER  -  FIRST     CLASS II
 QF0143
 QF0143.The horizontal coordinates were scaled from a topographic map and have
 QF0143.an estimated accuracy of +/- 6 seconds.
 QF0143
 QF0143.The orthometric height was determined by differential leveling
 QF0143.and adjusted by the National Geodetic Survey in June 1991..
 QF0143
 QF0143.The geoid height was determined by GEOID03.
 QF0143
 QF0143.The dynamic height is computed by dividing the NAVD 88
 QF0143.geopotential number by the normal gravity value computed on the
 QF0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0143.degrees latitude (g = 980.6199 gals.).
 QF0143
 QF0143.The modeled gravity was interpolated from observed gravity values.
 QF0143
 QF0143;                    North         East    Units  Estimated Accuracy
 QF0143;SPC ME E     -   224,040.      341,960.      MT  (+/- 180 meters Scaled)
 QF0143
 QF0143                          SUPERSEDED SURVEY CONTROL
 QF0143
 QF0143.No superseded survey control is available for this station.
 QF0143
 QF0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL808592(NAD 83)
 QF0143_MARKER: Q = CHISELED SQUARE
 QF0143_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QF0143_SP_SET: CULVERT
 QF0143_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QF0143
 QF0143  HISTORY     - Date     Condition        Report By
 QF0143  HISTORY     - UNK      MONUMENTED       CGS
 QF0143  HISTORY     - 1916     GOOD             NGS
 QF0143  HISTORY     - 1934     MARK NOT FOUND   NGS
 QF0143
 QF0143                          STATION DESCRIPTION
 QF0143
 QF0143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1916
 QF0143'4.4 MI E FROM BANCROFT.
 QF0143'4.4 MILES EAST ALONG THE MAINE CENTRAL RAILROAD FROM BANCROFT,
 QF0143'AROOSTOOK COUNTY, 15 POLES EAST OF MILEPOST 219, 5 POLES WEST
 QF0143'OF A 1934 CHEROKEE-ONE-MILE SIGN, AT A CONCRETE CULVERT, AND
 QF0143'ON THE TOP OF THE SOUTH HEAD WALL.  A CHISELED SQUARE.  NOTE-- IT
 QF0143'WAS REPORTED AT THAT TIME THAT THE HEAD WALL REFERRED TO WAS
 QF0143'COVERED WITH BALLAST, THE TOP OF THE WALL WAS UNCOVERED BUT
 QF0143'THE CONCRETE WAS SO ROUGH THAT THE CHISELED SQUARE COULD NOT
 QF0143'BE DISTINGUISHED.
 QF0143
 QF0143                          STATION RECOVERY (1934)
 QF0143
 QF0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QF0143'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0145 ***********************************************************************
 PF0145  DESIGNATION -  H 30
 PF0145  PID         -  PF0145
 PF0145  STATE/COUNTY-  ME/ANDROSCOGGIN
 PF0145  USGS QUAD   -  WAYNE (1966)
 PF0145
 PF0145                         *CURRENT SURVEY CONTROL
 PF0145  ___________________________________________________________________
 PF0145* NAD 83(1986)-  44 15 27.     (N)    070 05 03.     (W)     SCALED    
 PF0145* NAVD 88     -       104.340  (meters)     342.32   (feet)  ADJUSTED  
 PF0145  ___________________________________________________________________
 PF0145  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 PF0145  DYNAMIC HT  -         104.330 (meters)     342.29  (feet)  COMP
 PF0145  MODELED GRAV-     980,521.0   (mgal)                       NAVD 88
 PF0145
 PF0145  VERT ORDER  -  SECOND    CLASS 0
 PF0145
 PF0145.The horizontal coordinates were scaled from a topographic map and have
 PF0145.an estimated accuracy of +/- 6 seconds.
 PF0145
 PF0145.The orthometric height was determined by differential leveling
 PF0145.and adjusted by the National Geodetic Survey in June 1991..
 PF0145
 PF0145.The geoid height was determined by GEOID03.
 PF0145
 PF0145.The dynamic height is computed by dividing the NAVD 88
 PF0145.geopotential number by the normal gravity value computed on the
 PF0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0145.degrees latitude (g = 980.6199 gals.).
 PF0145
 PF0145.The modeled gravity was interpolated from observed gravity values.
 PF0145
 PF0145;                    North         East    Units  Estimated Accuracy
 PF0145;SPC ME W     -   158,230.      906,590.      MT  (+/- 180 meters Scaled)
 PF0145
 PF0145                          SUPERSEDED SURVEY CONTROL
 PF0145
 PF0145  NGVD 29 (??/??/92)  104.442  (m)          342.66   (f) ADJ UNCH    2 0
 PF0145
 PF0145.Superseded values are not recommended for survey control.
 PF0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0145.See file dsdata.txt to determine how the superseded data were derived.
 PF0145
 PF0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK134010(NAD 83)
 PF0145_MARKER: DB = BENCH MARK DISK
 PF0145_SETTING: 0 = UNSPECIFIED SETTING
 PF0145_STAMPING: H 30 1935
 PF0145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PF0145
 PF0145  HISTORY     - Date     Condition        Report By
 PF0145  HISTORY     - 1935     MONUMENTED       CGS
 PF0145  HISTORY     - 1964     GOOD             USE
 PF0145
 PF0145                          STATION DESCRIPTION
 PF0145
 PF0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PF0145'0.7 MI S FROM CURTIS CORNER.
 PF0145'0.7 MILE SOUTH ALONG THE MAINE CENTRAL RAILROAD FROM THE STATION
 PF0145'AT CURTIS CORNER, ANDROSCOGGIN COUNTY, 36 FEET NORTHWEST OF THE
 PF0145'CENTER OF A ROAD CROSSING, AND 31 FEET WEST OF THE WEST RAIL.
 PF0145
 PF0145                          STATION RECOVERY (1964)
 PF0145
 PF0145'RECOVERY NOTE BY US ENGINEERS 1964
 PF0145'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1205 ***********************************************************************
 PE1205  DESIGNATION -  H 31
 PE1205  PID         -  PE1205
 PE1205  STATE/COUNTY-  ME/KENNEBEC
 PE1205  USGS QUAD   -  AUGUSTA (1991)
 PE1205
 PE1205                         *CURRENT SURVEY CONTROL
 PE1205  ___________________________________________________________________
 PE1205* NAD 83(1986)-  44 20 18.     (N)    069 45 35.     (W)     SCALED    
 PE1205* NAVD 88     -        11.168  (meters)      36.64   (feet)  ADJUSTED  
 PE1205  ___________________________________________________________________
 PE1205  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 PE1205  DYNAMIC HT  -          11.167 (meters)      36.64  (feet)  COMP
 PE1205  MODELED GRAV-     980,524.6   (mgal)                       NAVD 88
 PE1205
 PE1205  VERT ORDER  -  SECOND    CLASS 0
 PE1205
 PE1205.The horizontal coordinates were scaled from a topographic map and have
 PE1205.an estimated accuracy of +/- 6 seconds.
 PE1205
 PE1205.The orthometric height was determined by differential leveling
 PE1205.and adjusted by the National Geodetic Survey in June 1991..
 PE1205
 PE1205.The geoid height was determined by GEOID03.
 PE1205
 PE1205.The dynamic height is computed by dividing the NAVD 88
 PE1205.geopotential number by the normal gravity value computed on the
 PE1205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1205.degrees latitude (g = 980.6199 gals.).
 PE1205
 PE1205.The modeled gravity was interpolated from observed gravity values.
 PE1205
 PE1205;                    North         East    Units  Estimated Accuracy
 PE1205;SPC ME W     -   167,290.      932,450.      MT  (+/- 180 meters Scaled)
 PE1205
 PE1205                          SUPERSEDED SURVEY CONTROL
 PE1205
 PE1205  NGVD 29 (??/??/92)   11.391  (m)           37.37   (f) ADJ UNCH    2 0
 PE1205
 PE1205.Superseded values are not recommended for survey control.
 PE1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1205.See file dsdata.txt to determine how the superseded data were derived.
 PE1205
 PE1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK394097(NAD 83)
 PE1205_MARKER: DB = BENCH MARK DISK
 PE1205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1205_STAMPING: H 31 1935
 PE1205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1205+STABILITY: SURFACE MOTION
 PE1205
 PE1205  HISTORY     - Date     Condition        Report By
 PE1205  HISTORY     - 1935     MONUMENTED       CGS
 PE1205
 PE1205                          STATION DESCRIPTION
 PE1205
 PE1205'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE1205'2.1 MI NE FROM AUGUSTA.
 PE1205'2.1 MILES NORTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE1205'STATION AT AUGUSTA, KENNEBEC COUNTY, 16 POLES NORTHEAST OF
 PE1205'MILEPOST P 64-V 187, 200 FEET SOUTHWEST OF THE SOUTHWEST END
 PE1205'OF A CULVERT, 84 FEET EAST OF THE CENTER OF A ROAD CROSSING, AND
 PE1205'25.1 FEET SOUTHEAST OF THE SOUTHEAST RAIL.  A STANDARD DISK,
 PE1205'STAMPED H 31 1935 AND SET IN THE TOP OF A CONCRETE POST
 PE1205'PROJECTING 1/2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0745 ***********************************************************************
 PE0745  DESIGNATION -  H 32
 PE0745  PID         -  PE0745
 PE0745  STATE/COUNTY-  ME/PENOBSCOT
 PE0745  USGS QUAD   -  CORINNA (1982)
 PE0745
 PE0745                         *CURRENT SURVEY CONTROL
 PE0745  ___________________________________________________________________
 PE0745* NAD 83(1986)-  44 59 31.     (N)    069 17 38.     (W)     SCALED    
 PE0745* NAVD 88     -        86.872  (meters)     285.01   (feet)  ADJUSTED  
 PE0745  ___________________________________________________________________
 PE0745  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 PE0745  DYNAMIC HT  -          86.869 (meters)     285.00  (feet)  COMP
 PE0745  MODELED GRAV-     980,574.6   (mgal)                       NAVD 88
 PE0745
 PE0745  VERT ORDER  -  SECOND    CLASS 0
 PE0745
 PE0745.The horizontal coordinates were scaled from a topographic map and have
 PE0745.an estimated accuracy of +/- 6 seconds.
 PE0745
 PE0745.The orthometric height was determined by differential leveling
 PE0745.and adjusted by the National Geodetic Survey in June 1991..
 PE0745
 PE0745.The geoid height was determined by GEOID03.
 PE0745
 PE0745.The dynamic height is computed by dividing the NAVD 88
 PE0745.geopotential number by the normal gravity value computed on the
 PE0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0745.degrees latitude (g = 980.6199 gals.).
 PE0745
 PE0745.The modeled gravity was interpolated from observed gravity values.
 PE0745
 PE0745;                    North         East    Units  Estimated Accuracy
 PE0745;SPC ME E     -   147,560.      237,400.      MT  (+/- 180 meters Scaled)
 PE0745
 PE0745                          SUPERSEDED SURVEY CONTROL
 PE0745
 PE0745  NGVD 29 (??/??/92)   87.066  (m)          285.65   (f) ADJ UNCH    2 0
 PE0745
 PE0745.Superseded values are not recommended for survey control.
 PE0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0745.See file dsdata.txt to determine how the superseded data were derived.
 PE0745
 PE0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK768820(NAD 83)
 PE0745_MARKER: DB = BENCH MARK DISK
 PE0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0745_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0745_STAMPING: H 32 1935
 PE0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0745+STABILITY: SURFACE MOTION
 PE0745
 PE0745  HISTORY     - Date     Condition        Report By
 PE0745  HISTORY     - 1935     MONUMENTED       CGS
 PE0745  HISTORY     - 1955     GOOD             USGS
 PE0745
 PE0745                          STATION DESCRIPTION
 PE0745
 PE0745'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 PE0745'2.9 MI SW FROM DEXTER.
 PE0745'2.9 MILES SOUTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE0745'STATION AT DEXTER, PENOBSCOT COUNTY, ABOUT 60 YARDS NORTHEAST OF
 PE0745'MILEPOST F 17, ABOUT 80 FEET SOUTH OF THE CENTER OF A DIRT-ROAD
 PE0745'CROSSING, ABOUT 50 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND 2
 PE0745'FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE LINE.  A STANDARD DISK,
 PE0745'STAMPED H 32 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PE0745'ABOUT 1/2 FOOT ABOVE GROUND.  NOTE-- USGS REPORTED - RIGHT-OF-WAY
 PE0745'HAS GROWN UP IN THICK BRUSH MAKING STATION HARD TO LOCATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0051 ***********************************************************************
 RE0051  DESIGNATION -  H 33
 RE0051  PID         -  RE0051
 RE0051  STATE/COUNTY-  ME/AROOSTOOK
 RE0051  USGS QUAD   -  LINNEUS (1984)
 RE0051
 RE0051                         *CURRENT SURVEY CONTROL
 RE0051  ___________________________________________________________________
 RE0051* NAD 83(1986)-  46 02 20.     (N)    067 57 38.     (W)     SCALED    
 RE0051* NAVD 88     -       196.586  (meters)     644.97   (feet)  ADJUSTED  
 RE0051  ___________________________________________________________________
 RE0051  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 RE0051  DYNAMIC HT  -         196.595 (meters)     645.00  (feet)  COMP
 RE0051  MODELED GRAV-     980,652.3   (mgal)                       NAVD 88
 RE0051
 RE0051  VERT ORDER  -  SECOND    CLASS 0
 RE0051
 RE0051.The horizontal coordinates were scaled from a topographic map and have
 RE0051.an estimated accuracy of +/- 6 seconds.
 RE0051
 RE0051.The orthometric height was determined by differential leveling
 RE0051.and adjusted by the National Geodetic Survey in June 1991..
 RE0051
 RE0051.The geoid height was determined by GEOID03.
 RE0051
 RE0051.The dynamic height is computed by dividing the NAVD 88
 RE0051.geopotential number by the normal gravity value computed on the
 RE0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0051.degrees latitude (g = 980.6199 gals.).
 RE0051
 RE0051.The modeled gravity was interpolated from observed gravity values.
 RE0051
 RE0051;                    North         East    Units  Estimated Accuracy
 RE0051;SPC ME E     -   263,740.      341,750.      MT  (+/- 180 meters Scaled)
 RE0051
 RE0051                          SUPERSEDED SURVEY CONTROL
 RE0051
 RE0051  NGVD 29 (??/??/92)  196.771  (m)          645.57   (f) ADJ UNCH    2 0
 RE0051
 RE0051.Superseded values are not recommended for survey control.
 RE0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0051.See file dsdata.txt to determine how the superseded data were derived.
 RE0051
 RE0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL804988(NAD 83)
 RE0051_MARKER: DD = SURVEY DISK
 RE0051_SETTING: 80 = SET IN A BOULDER
 RE0051_SP_SET: BOULDER
 RE0051_STAMPING: H 33 1935
 RE0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RE0051+STABILITY: SURFACE MOTION
 RE0051
 RE0051  HISTORY     - Date     Condition        Report By
 RE0051  HISTORY     - 1935     MONUMENTED       USGS
 RE0051  HISTORY     - 1951     GOOD             NGS
 RE0051
 RE0051                          STATION DESCRIPTION
 RE0051
 RE0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 RE0051'AT LINNEUS.
 RE0051'AT LINNEUS, AROOSTOOK COUNTY, 87 FEET SOUTH OF THE CENTER OF
 RE0051'THE JUNCTION OF THE NEW LIMERICK ROAD AND U.S. HIGHWAY 2A, 63
 RE0051'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 42.5 FEET
 RE0051'SOUTHWEST OF THE SOUTHWEST CORNER OF A GARAGE AND SERVICE STATION,
 RE0051'AND IN THE TOP OF A LARGE BOULDER.  A UNITED STATES GEOLOGICAL
 RE0051'SURVEY STANDARD DISK, STAMPED H 33 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0800 ***********************************************************************
 QG0800  DESIGNATION -  H 33
 QG0800  PID         -  QG0800
 QG0800  STATE/COUNTY-  ME/PISCATAQUIS
 QG0800  USGS QUAD   -  MONSON WEST (1989)
 QG0800
 QG0800                         *CURRENT SURVEY CONTROL
 QG0800  ___________________________________________________________________
 QG0800* NAD 83(1986)-  45 17 51.     (N)    069 35 29.     (W)     SCALED    
 QG0800* NAVD 88     -       259.103  (meters)     850.07   (feet)  ADJUSTED  
 QG0800  ___________________________________________________________________
 QG0800  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 QG0800  DYNAMIC HT  -         259.090 (meters)     850.03  (feet)  COMP
 QG0800  MODELED GRAV-     980,560.8   (mgal)                       NAVD 88
 QG0800
 QG0800  VERT ORDER  -  SECOND    CLASS 0
 QG0800
 QG0800.The horizontal coordinates were scaled from a topographic map and have
 QG0800.an estimated accuracy of +/- 6 seconds.
 QG0800
 QG0800.The orthometric height was determined by differential leveling
 QG0800.and adjusted by the National Geodetic Survey in June 1991..
 QG0800
 QG0800.The geoid height was determined by GEOID03.
 QG0800
 QG0800.The dynamic height is computed by dividing the NAVD 88
 QG0800.geopotential number by the normal gravity value computed on the
 QG0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0800.degrees latitude (g = 980.6199 gals.).
 QG0800
 QG0800.The modeled gravity was interpolated from observed gravity values.
 QG0800
 QG0800;                    North         East    Units  Estimated Accuracy
 QG0800;SPC ME E     -   181,780.      214,400.      MT  (+/- 180 meters Scaled)
 QG0800
 QG0800                          SUPERSEDED SURVEY CONTROL
 QG0800
 QG0800  NGVD 29 (??/??/92)  259.272  (m)          850.63   (f) ADJ UNCH    2 0
 QG0800
 QG0800.Superseded values are not recommended for survey control.
 QG0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0800.See file dsdata.txt to determine how the superseded data were derived.
 QG0800
 QG0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL536161(NAD 83)
 QG0800_MARKER: DB = BENCH MARK DISK
 QG0800_SETTING: 80 = SET IN A BOULDER
 QG0800_SP_SET: BOULDER
 QG0800_STAMPING: H 33 1935
 QG0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0800+STABILITY: SURFACE MOTION
 QG0800
 QG0800  HISTORY     - Date     Condition        Report By
 QG0800  HISTORY     - 1935     MONUMENTED       CGS
 QG0800
 QG0800                          STATION DESCRIPTION
 QG0800
 QG0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QG0800'1.1 MI N FROM BLANCHARD.
 QG0800'1.1 MILE NORTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM THE
 QG0800'STATION AT BLANCHARD, PISCATAQUIS COUNTY, 0.3 MILE NORTH OF
 QG0800'MILEPOST G 36, 40 YARDS NORTH OF 12-INCH CAST-IRON CULVERT G
 QG0800'36+25, AT THE NORTH END OF A DEEP ROCK CUT, 30.0 FEET EAST OF THE
 QG0800'EAST RAIL, AND IN THE TOP OF A LARGE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0056 ***********************************************************************
 RF0056  DESIGNATION -  H 36
 RF0056  PID         -  RF0056
 RF0056  STATE/COUNTY-  ME/AROOSTOOK
 RF0056  USGS QUAD   -  SQUA PAN LAKE WEST (1986)
 RF0056
 RF0056                         *CURRENT SURVEY CONTROL
 RF0056  ___________________________________________________________________
 RF0056* NAD 83(1986)-  46 33 36.     (N)    068 19 58.     (W)     SCALED    
 RF0056* NAVD 88     -       179.148  (meters)     587.75   (feet)  ADJUSTED  
 RF0056  ___________________________________________________________________
 RF0056  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 RF0056  DYNAMIC HT  -         179.164 (meters)     587.81  (feet)  COMP
 RF0056  MODELED GRAV-     980,700.7   (mgal)                       NAVD 88
 RF0056
 RF0056  VERT ORDER  -  SECOND    CLASS 0
 RF0056
 RF0056.The horizontal coordinates were scaled from a topographic map and have
 RF0056.an estimated accuracy of +/- 6 seconds.
 RF0056
 RF0056.The orthometric height was determined by differential leveling
 RF0056.and adjusted by the National Geodetic Survey in June 1991..
 RF0056
 RF0056.The geoid height was determined by GEOID03.
 RF0056
 RF0056.The dynamic height is computed by dividing the NAVD 88
 RF0056.geopotential number by the normal gravity value computed on the
 RF0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0056.degrees latitude (g = 980.6199 gals.).
 RF0056
 RF0056.The modeled gravity was interpolated from observed gravity values.
 RF0056
 RF0056;                    North         East    Units  Estimated Accuracy
 RF0056;SPC ME E     -   321,530.      312,820.      MT  (+/- 180 meters Scaled)
 RF0056
 RF0056                          SUPERSEDED SURVEY CONTROL
 RF0056
 RF0056  NGVD 29 (??/??/92)  179.328  (m)          588.35   (f) ADJ UNCH    2 0
 RF0056
 RF0056.Superseded values are not recommended for survey control.
 RF0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0056.See file dsdata.txt to determine how the superseded data were derived.
 RF0056
 RF0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM511564(NAD 83)
 RF0056_MARKER: DB = BENCH MARK DISK
 RF0056_SETTING: 80 = SET IN A BOULDER
 RF0056_SP_SET: BOULDER
 RF0056_STAMPING: H 36 1935
 RF0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0056+STABILITY: SURFACE MOTION
 RF0056
 RF0056  HISTORY     - Date     Condition        Report By
 RF0056  HISTORY     - 1935     MONUMENTED       CGS
 RF0056  HISTORY     - 1953     GOOD             USGS
 RF0056
 RF0056                          STATION DESCRIPTION
 RF0056
 RF0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RF0056'2 MI E FROM SQUA PAN.
 RF0056'ABOUT 2.0 MILES EAST ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 RF0056'THE STATION AT SQUA PAN, AROOSTOOK COUNTY, ABOUT 291 FEET WEST
 RF0056'OF MILEPOST 2, 75 FEET NORTHWEST OF A POLE, 12 FEET NORTHEAST OF
 RF0056'THE NORTHEAST RAIL, AND IN THE TOP OF THE SOUTHWEST CORNER OF A
 RF0056'BOULDER.  A STANDARD DISK, STAMPED H 36 1935.
 RF0056
 RF0056                          STATION RECOVERY (1953)
 RF0056
 RF0056'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 RF0056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0796 ***********************************************************************
 PE0796  DESIGNATION -  H 37
 PE0796  PID         -  PE0796
 PE0796  STATE/COUNTY-  ME/WALDO
 PE0796  USGS QUAD   -  BROOKS WEST (1982)
 PE0796
 PE0796                         *CURRENT SURVEY CONTROL
 PE0796  ___________________________________________________________________
 PE0796* NAD 83(1986)-  44 32 30.     (N)    069 12 31.     (W)     SCALED    
 PE0796* NAVD 88     -       146.457  (meters)     480.50   (feet)  ADJUSTED  
 PE0796  ___________________________________________________________________
 PE0796  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 PE0796  DYNAMIC HT  -         146.445 (meters)     480.46  (feet)  COMP
 PE0796  MODELED GRAV-     980,534.9   (mgal)                       NAVD 88
 PE0796
 PE0796  VERT ORDER  -  SECOND    CLASS 0
 PE0796
 PE0796.The horizontal coordinates were scaled from a topographic map and have
 PE0796.an estimated accuracy of +/- 6 seconds.
 PE0796
 PE0796.The orthometric height was determined by differential leveling
 PE0796.and adjusted by the National Geodetic Survey in June 1991..
 PE0796
 PE0796.The geoid height was determined by GEOID03.
 PE0796
 PE0796.The dynamic height is computed by dividing the NAVD 88
 PE0796.geopotential number by the normal gravity value computed on the
 PE0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0796.degrees latitude (g = 980.6199 gals.).
 PE0796
 PE0796.The modeled gravity was interpolated from observed gravity values.
 PE0796
 PE0796;                    North         East    Units  Estimated Accuracy
 PE0796;SPC ME E     -    97,460.      243,690.      MT  (+/- 180 meters Scaled)
 PE0796
 PE0796                          SUPERSEDED SURVEY CONTROL
 PE0796
 PE0796  NGVD 29 (??/??/92)  146.654  (m)          481.15   (f) ADJ UNCH    2 0
 PE0796
 PE0796.Superseded values are not recommended for survey control.
 PE0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0796.See file dsdata.txt to determine how the superseded data were derived.
 PE0796
 PE0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK834320(NAD 83)
 PE0796_MARKER: DB = BENCH MARK DISK
 PE0796_SETTING: 80 = SET IN A BOULDER
 PE0796_SP_SET: BOULDER
 PE0796_STAMPING: H 37 1935
 PE0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0796+STABILITY: SURFACE MOTION
 PE0796
 PE0796  HISTORY     - Date     Condition        Report By
 PE0796  HISTORY     - 1935     MONUMENTED       CGS
 PE0796
 PE0796                          STATION DESCRIPTION
 PE0796
 PE0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE0796'1.5 MI SE FROM KNOX.
 PE0796'1.5 MILES SOUTHEAST ALONG THE BELFAST AND MOOSEHEAD LAKE RAILROAD
 PE0796'FROM THE STATION AT KNOX, WALDO COUNTY, ABOUT 163.5 FEET EAST
 PE0796'OF MILEPOST B 17, AT A FARM YARD, 46.5 FEET NORTHEAST OF THE
 PE0796'NORTHEAST RAIL, IN THE TOP OF A LARGE FLAT BOULDER, AND ABOUT
 PE0796'LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED H 37 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0498 ***********************************************************************
 PE0498  DESIGNATION -  H 38
 PE0498  PID         -  PE0498
 PE0498  STATE/COUNTY-  ME/PENOBSCOT
 PE0498  USGS QUAD   -  CHEMO POND (1970)
 PE0498
 PE0498                         *CURRENT SURVEY CONTROL
 PE0498  ___________________________________________________________________
 PE0498* NAD 83(1986)-  44 47 44.     (N)    068 33 23.     (W)     SCALED    
 PE0498* NAVD 88     -        51.534  (meters)     169.07   (feet)  ADJUSTED  
 PE0498  ___________________________________________________________________
 PE0498  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 PE0498  DYNAMIC HT  -          51.532 (meters)     169.07  (feet)  COMP
 PE0498  MODELED GRAV-     980,568.3   (mgal)                       NAVD 88
 PE0498
 PE0498  VERT ORDER  -  SECOND    CLASS 0
 PE0498
 PE0498.The horizontal coordinates were scaled from a topographic map and have
 PE0498.an estimated accuracy of +/- 6 seconds.
 PE0498
 PE0498.The orthometric height was determined by differential leveling
 PE0498.and adjusted by the National Geodetic Survey in June 1991..
 PE0498
 PE0498.The geoid height was determined by GEOID03.
 PE0498
 PE0498.The dynamic height is computed by dividing the NAVD 88
 PE0498.geopotential number by the normal gravity value computed on the
 PE0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0498.degrees latitude (g = 980.6199 gals.).
 PE0498
 PE0498.The modeled gravity was interpolated from observed gravity values.
 PE0498
 PE0498;                    North         East    Units  Estimated Accuracy
 PE0498;SPC ME E     -   125,430.      295,540.      MT  (+/- 180 meters Scaled)
 PE0498
 PE0498                          SUPERSEDED SURVEY CONTROL
 PE0498
 PE0498  NGVD 29 (??/??/92)   51.734  (m)          169.73   (f) ADJ UNCH    2 0
 PE0498
 PE0498.Superseded values are not recommended for survey control.
 PE0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0498.See file dsdata.txt to determine how the superseded data were derived.
 PE0498
 PE0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK350603(NAD 83)
 PE0498_MARKER: DB = BENCH MARK DISK
 PE0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0498_STAMPING: H 38 1935
 PE0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0498+STABILITY: SURFACE MOTION
 PE0498
 PE0498  HISTORY     - Date     Condition        Report By
 PE0498  HISTORY     - 1935     MONUMENTED       CGS
 PE0498  HISTORY     - 1953     GOOD             NGS
 PE0498
 PE0498                          STATION DESCRIPTION
 PE0498
 PE0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 PE0498'1.4 MI E FROM EAST EDDINGTON.
 PE0498'1.35 MILES EAST ALONG STATE HIGHWAY 9 FROM THE JUNCTION OF
 PE0498'STATE HIGHWAY 175 AT EAST EDDINGTON, ABOUT 1.1 MILES WEST OF
 PE0498'THE JUNCTION OF STATE HIGHWAY 180 AT CLIFTON, ABOUT 0.1 MILE
 PE0498'EAST OF A SMALL CONCRETE BRIDGE OVER A STREAM CONNECTING CHEMO
 PE0498'POND AND SNOWSHOE POND, ALONG THE NORTHWEST EDGE OF A HAY FIELD,
 PE0498'28 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY, 162 FEET SOUTHWEST
 PE0498'OF WEST CORNER OF A GROVE OF LARGE PINE TREES, 176 FEET NORTHEAST
 PE0498'OF CENTER LINE OF A DRIVE TO AN OLD HOUSE (H.H. SPENCER FARM
 PE0498'HOUSE), 19 FEET NORTHEAST OF A 12-INCH ELM TREE, 91 FEET
 PE0498'SOUTH-SOUTHWEST AND ACROSS HIGHWAY FROM TELEPHONE POLE NO. 48,
 PE0498'ABOUT LEVEL WITH HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 PE0498'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0499 ***********************************************************************
 PE0499  DESIGNATION -  H 38 RESET 1969
 PE0499  PID         -  PE0499
 PE0499  STATE/COUNTY-  ME/PENOBSCOT
 PE0499  USGS QUAD   -  CHEMO POND (1970)
 PE0499
 PE0499                         *CURRENT SURVEY CONTROL
 PE0499  ___________________________________________________________________
 PE0499* NAD 83(1986)-  44 47 44.     (N)    068 33 23.     (W)     SCALED    
 PE0499* NAVD 88     -        49.80   (meters)     163.4    (feet)  RESET     
 PE0499  ___________________________________________________________________
 PE0499  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 PE0499
 PE0499  VERT ORDER  -  THIRD
 PE0499
 PE0499.The horizontal coordinates were scaled from a topographic map and have
 PE0499.an estimated accuracy of +/- 6 seconds.
 PE0499
 PE0499.The orthometric height was computed from unverified reset data.
 PE0499
 PE0499.The geoid height was determined by GEOID03.
 PE0499
 PE0499;                    North         East    Units  Estimated Accuracy
 PE0499;SPC ME E     -   125,430.      295,540.      MT  (+/- 180 meters Scaled)
 PE0499
 PE0499                          SUPERSEDED SURVEY CONTROL
 PE0499
 PE0499  NGVD 29 (??/??/??)   50.00   (m)          164.0    (f) RESET       3  
 PE0499
 PE0499.Superseded values are not recommended for survey control.
 PE0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0499.See file dsdata.txt to determine how the superseded data were derived.
 PE0499
 PE0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK350603(NAD 83)
 PE0499_MARKER: DB = BENCH MARK DISK
 PE0499_SETTING: 66 = SET IN ROCK OUTCROP
 PE0499_SP_SET: ROCK LEDGE
 PE0499_STAMPING: H 38 RESET 1969
 PE0499_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0499+STABILITY: POSITION/ELEVATION WELL
 PE0499
 PE0499  HISTORY     - Date     Condition        Report By
 PE0499  HISTORY     - 1969     MONUMENTED       MEHD
 PE0499
 PE0499                          STATION DESCRIPTION
 PE0499
 PE0499'DESCRIBED BY MAINE HIGHWAY DEPARTMENT (NOW MEDT) 1969
 PE0499'1.4 MI E FROM EAST EDDINGTON.
 PE0499'1.35 MILES EAST ALONG STATE HIGHWAY 9 FROM THE JUNCTION OF
 PE0499'STATE HIGHWAY 46 AT EAST EDDINGTON, ABOUT 1.1 MILES WEST OF
 PE0499'THE JUNCTION OF STATE HIGHWAY 180 AT CLIFTON, ABOUT 0.1 MILE
 PE0499'EAST OF A LARGE PLATE CULVERT OVER A STREAM CONNECTING CHEMO
 PE0499'POND TO SNOWSHOE POND, 192 FEET NORTHEAST OF A SMALL FRAME
 PE0499'HOUSE, 136 FEET WEST OF THE CENTER LINE OF A WOODS ENTRANCE
 PE0499'ON THE NORTH SIDE OF THE HIGHWAY, 55 FEET SOUTHEAST OF A SERVICE
 PE0499'POLE, 86 FEET SOUTHWEST OF TELEPHONE POLE 48, 61 FEET SOUTHEAST
 PE0499'OF A GRANITE RIGHT-OF-WAY POST, 36.5 FEET NORTH OF THE CENTER
 PE0499'LINE OF THE HIGHWAY, SET IN THE TOP OF A OUTCROPPING ROCK LEDGE
 PE0499'IN THE BACKSLOPE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0173 ***********************************************************************
 PE0173  DESIGNATION -  H 39
 PE0173  PID         -  PE0173
 PE0173  STATE/COUNTY-  ME/HANCOCK
 PE0173  USGS QUAD   -  LEAD MOUNTAIN (1987)
 PE0173
 PE0173                         *CURRENT SURVEY CONTROL
 PE0173  ___________________________________________________________________
 PE0173* NAD 83(1986)-  44 49 34.     (N)    068 05 58.     (W)     SCALED    
 PE0173* NAVD 88     -       110.742  (meters)     363.33   (feet)  ADJUSTED  
 PE0173  ___________________________________________________________________
 PE0173  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 PE0173  DYNAMIC HT  -         110.735 (meters)     363.30  (feet)  COMP
 PE0173  MODELED GRAV-     980,548.1   (mgal)                       NAVD 88
 PE0173
 PE0173  VERT ORDER  -  SECOND    CLASS 0
 PE0173
 PE0173.The horizontal coordinates were scaled from a topographic map and have
 PE0173.an estimated accuracy of +/- 6 seconds.
 PE0173
 PE0173.The orthometric height was determined by differential leveling
 PE0173.and adjusted by the National Geodetic Survey in June 1991..
 PE0173
 PE0173.The geoid height was determined by GEOID03.
 PE0173
 PE0173.The dynamic height is computed by dividing the NAVD 88
 PE0173.geopotential number by the normal gravity value computed on the
 PE0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0173.degrees latitude (g = 980.6199 gals.).
 PE0173
 PE0173.The modeled gravity was interpolated from observed gravity values.
 PE0173
 PE0173;                    North         East    Units  Estimated Accuracy
 PE0173;SPC ME E     -   128,900.      331,680.      MT  (+/- 180 meters Scaled)
 PE0173
 PE0173                          SUPERSEDED SURVEY CONTROL
 PE0173
 PE0173  NGVD 29 (??/??/92)  110.929  (m)          363.94   (f) ADJ UNCH    2 0
 PE0173
 PE0173.Superseded values are not recommended for survey control.
 PE0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0173.See file dsdata.txt to determine how the superseded data were derived.
 PE0173
 PE0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK711640(NAD 83)
 PE0173_MARKER: DB = BENCH MARK DISK
 PE0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0173_STAMPING: H 39 1935
 PE0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0173+STABILITY: SURFACE MOTION
 PE0173
 PE0173  HISTORY     - Date     Condition        Report By
 PE0173  HISTORY     - 1935     MONUMENTED       CGS
 PE0173  HISTORY     - 1957     MARK NOT FOUND   USGS
 PE0173
 PE0173                          STATION DESCRIPTION
 PE0173
 PE0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE0173'2.5 MI W FROM BEDDINGTON.
 PE0173'IN HANCOCK COUNTY, 2.5 MILES WEST ALONG STATE HIGHWAY 9 FROM THE
 PE0173'POST OFFICE AT BEDDINGTON, WASHINGTON COUNTY, 1.8 MILES WEST OF
 PE0173'THE JUNCTION OF STATE HIGHWAY 193, AT THE FOOT OF A STEEP GRADE,
 PE0173'AT A CAMP SITE, AND 26 FEET NORTH OF THE CENTER LINE OF THE
 PE0173'HIGHWAY.  A STANDARD DISK, STAMPED H 39 1935 AND SET IN THE TOP
 PE0173'OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 PE0173
 PE0173                          STATION RECOVERY (1957)
 PE0173
 PE0173'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 PE0173'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0164 ***********************************************************************
 PF0164  DESIGNATION -  H 4
 PF0164  PID         -  PF0164
 PF0164  STATE/COUNTY-  ME/OXFORD
 PF0164  USGS QUAD   -  BRYANT POND (1989)
 PF0164
 PF0164                         *CURRENT SURVEY CONTROL
 PF0164  ___________________________________________________________________
 PF0164* NAD 83(1986)-  44 23 08.     (N)    070 40 19.     (W)     SCALED    
 PF0164* NAVD 88     -       226.301  (meters)     742.46   (feet)  ADJUSTED  
 PF0164  ___________________________________________________________________
 PF0164  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 PF0164  DYNAMIC HT  -         226.273 (meters)     742.36  (feet)  COMP
 PF0164  MODELED GRAV-     980,487.3   (mgal)                       NAVD 88
 PF0164
 PF0164  VERT ORDER  -  FIRST     CLASS II
 PF0164
 PF0164.The horizontal coordinates were scaled from a topographic map and have
 PF0164.an estimated accuracy of +/- 6 seconds.
 PF0164
 PF0164.The orthometric height was determined by differential leveling
 PF0164.and adjusted by the National Geodetic Survey in June 1991..
 PF0164
 PF0164.The geoid height was determined by GEOID03.
 PF0164
 PF0164.The dynamic height is computed by dividing the NAVD 88
 PF0164.geopotential number by the normal gravity value computed on the
 PF0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0164.degrees latitude (g = 980.6199 gals.).
 PF0164
 PF0164.The modeled gravity was interpolated from observed gravity values.
 PF0164
 PF0164;                    North         East    Units  Estimated Accuracy
 PF0164;SPC ME W     -   172,580.      859,740.      MT  (+/- 180 meters Scaled)
 PF0164
 PF0164                          SUPERSEDED SURVEY CONTROL
 PF0164
 PF0164  NGVD 29 (??/??/92)  226.453  (m)          742.95   (f) ADJ UNCH    1 2
 PF0164
 PF0164.Superseded values are not recommended for survey control.
 PF0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0164.See file dsdata.txt to determine how the superseded data were derived.
 PF0164
 PF0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK668160(NAD 83)
 PF0164_MARKER: DB = BENCH MARK DISK
 PF0164_SETTING: 80 = SET IN A BOULDER
 PF0164_SP_SET: BOULDER
 PF0164_STAMPING: H 4 1922
 PF0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0164+STABILITY: SURFACE MOTION
 PF0164
 PF0164  HISTORY     - Date     Condition        Report By
 PF0164  HISTORY     - 1922     MONUMENTED       CGS
 PF0164  HISTORY     - 1934     GOOD             NGS
 PF0164  HISTORY     - 1978     GOOD             NGS
 PF0164
 PF0164                          STATION DESCRIPTION
 PF0164
 PF0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PF0164'2 MI SE FROM BRYANTS POND.
 PF0164'ABOUT 1.5 MILES NORTHWEST ALONG THE GRAND TRUNK RAILWAY FROM
 PF0164'BRYANT POND, OXFORD COUNTY, 13 POLES NORTHWEST FROM SIGNAL 2345
 PF0164'WHICH IS LOCATED ABOUT 300 FEET NORTHWEST OF A PRIVATE ROAD
 PF0164'CROSSING, 6 POLES SOUTHEAST OF SOUTH POND WHERE THE RAILWAY
 PF0164'TRACKS MEET THE SHORE, ABOUT 36 FEET NORTHEAST OF THE NORTHEAST
 PF0164'RAIL, IN THE TOP OF A LARGE BOULDER.  A STANDARD DISK, STAMPED
 PF0164'H 4 1922.
 PF0164
 PF0164                          STATION RECOVERY (1978)
 PF0164
 PF0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PF0164'0.6 MILE NORTHWEST ALONG STATE HIGHWAY 26 FROM THE POST OFFICE AT
 PF0164'BRYANT POND, THENCE 0.9 MILE WEST ALONG LAKE SIDE ROAD, 0.55 MI.
 PF0164'WEST OF THE T-JUNCTION OF A PAVED ROAD LEADING NORTHWEST TO A
 PF0164'RAILROAD CROSSING, 116 FT. NORTHEAST OF AND ACROSS THE CANADIAN
 PF0164'NATIONAL RAILROAD FROM THE CENTER LINE OF THE ROAD, 6 POLES SOUTHEAST
 PF0164'OF A POINT WHERE THE RAILROAD MEETS THE SHORE OF SOUTH POND, 36 FT.
 PF0164'NORTHEAST OF THE NORTHEAST RAIL, IN TOP OF A SMOOTH 16 BY 14-FT.
 PF0164'BOULDER PROJECTING 3 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0413 ***********************************************************************
 PD0413  DESIGNATION -  H 40
 PD0413  PID         -  PD0413
 PD0413  STATE/COUNTY-  ME/WASHINGTON
 PD0413  USGS QUAD   -  WESLEY (1990)
 PD0413
 PD0413                         *CURRENT SURVEY CONTROL
 PD0413  ___________________________________________________________________
 PD0413* NAD 83(1986)-  44 57 00.     (N)    067 40 13.     (W)     SCALED    
 PD0413* NAVD 88     -       102.028  (meters)     334.74   (feet)  ADJUSTED  
 PD0413  ___________________________________________________________________
 PD0413  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 PD0413  DYNAMIC HT  -         102.023 (meters)     334.72  (feet)  COMP
 PD0413  MODELED GRAV-     980,568.1   (mgal)                       NAVD 88
 PD0413
 PD0413  VERT ORDER  -  SECOND    CLASS 0
 PD0413
 PD0413.The horizontal coordinates were scaled from a topographic map and have
 PD0413.an estimated accuracy of +/- 6 seconds.
 PD0413
 PD0413.The orthometric height was determined by differential leveling
 PD0413.and adjusted by the National Geodetic Survey in June 1991..
 PD0413
 PD0413.The geoid height was determined by GEOID03.
 PD0413
 PD0413.The dynamic height is computed by dividing the NAVD 88
 PD0413.geopotential number by the normal gravity value computed on the
 PD0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0413.degrees latitude (g = 980.6199 gals.).
 PD0413
 PD0413.The modeled gravity was interpolated from observed gravity values.
 PD0413
 PD0413;                    North         East    Units  Estimated Accuracy
 PD0413;SPC ME E     -   142,920.      365,470.      MT  (+/- 180 meters Scaled)
 PD0413
 PD0413                          SUPERSEDED SURVEY CONTROL
 PD0413
 PD0413  NGVD 29 (??/??/92)  102.220  (m)          335.37   (f) ADJ UNCH    2 0
 PD0413
 PD0413.Superseded values are not recommended for survey control.
 PD0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0413.See file dsdata.txt to determine how the superseded data were derived.
 PD0413
 PD0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK048782(NAD 83)
 PD0413_MARKER: DB = BENCH MARK DISK
 PD0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PD0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PD0413_STAMPING: H 40 1935
 PD0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0413+STABILITY: SURFACE MOTION
 PD0413
 PD0413  HISTORY     - Date     Condition        Report By
 PD0413  HISTORY     - 1935     MONUMENTED       CGS
 PD0413  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 PD0413
 PD0413                          STATION DESCRIPTION
 PD0413
 PD0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PD0413'0.3 MI W FROM WESLEY.
 PD0413'0.3 MILE WEST ALONG STATE HIGHWAY 9 FROM THE JUNCTION OF STATE
 PD0413'HIGHWAY 192 AT WESLEY, WASHINGTON COUNTY, 68 FEET NORTHEAST OF
 PD0413'THE NORTHEAST CORNER OF A SMALL FARMHOUSE, ON THE SOUTH SIDE OF
 PD0413'THE HIGHWAY, AND 30 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 PD0413'A STANDARD DISK, STAMPED H 40 1935 AND SET IN THE TOP OF A
 PD0413'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 PD0413
 PD0413                          STATION RECOVERY (1986)
 PD0413
 PD0413'RECOVERY NOTE BY US POWER SQUADRON 1986 (LEP)
 PD0413'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0053 ***********************************************************************
 QF0053  DESIGNATION -  H 41
 QF0053  PID         -  QF0053
 QF0053  STATE/COUNTY-  ME/WASHINGTON
 QF0053  USGS QUAD   -  CALAIS (1977)
 QF0053
 QF0053                         *CURRENT SURVEY CONTROL
 QF0053  ___________________________________________________________________
 QF0053* NAD 83(1986)-  45 07 30.     (N)    067 19 48.     (W)     SCALED    
 QF0053* NAVD 88     -        36.246  (meters)     118.92   (feet)  ADJUSTED  
 QF0053  ___________________________________________________________________
 QF0053  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 QF0053  DYNAMIC HT  -          36.246 (meters)     118.92  (feet)  COMP
 QF0053  MODELED GRAV-     980,608.2   (mgal)                       NAVD 88
 QF0053
 QF0053  VERT ORDER  -  SECOND    CLASS 0
 QF0053
 QF0053.The horizontal coordinates were scaled from a topographic map and have
 QF0053.an estimated accuracy of +/- 6 seconds.
 QF0053
 QF0053.The orthometric height was determined by differential leveling
 QF0053.and adjusted by the National Geodetic Survey in June 1991..
 QF0053
 QF0053.The geoid height was determined by GEOID03.
 QF0053
 QF0053.The dynamic height is computed by dividing the NAVD 88
 QF0053.geopotential number by the normal gravity value computed on the
 QF0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0053.degrees latitude (g = 980.6199 gals.).
 QF0053
 QF0053.The modeled gravity was interpolated from observed gravity values.
 QF0053
 QF0053;                    North         East    Units  Estimated Accuracy
 QF0053;SPC ME E     -   162,700.      392,040.      MT  (+/- 180 meters Scaled)
 QF0053
 QF0053                          SUPERSEDED SURVEY CONTROL
 QF0053
 QF0053  NGVD 29 (??/??/92)   36.453  (m)          119.60   (f) ADJ UNCH    2 0
 QF0053
 QF0053.Superseded values are not recommended for survey control.
 QF0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0053.See file dsdata.txt to determine how the superseded data were derived.
 QF0053
 QF0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK313981(NAD 83)
 QF0053_MARKER: DB = BENCH MARK DISK
 QF0053_SETTING: 66 = SET IN ROCK OUTCROP
 QF0053_SP_SET: ROCK OUTCROP
 QF0053_STAMPING: H 41 1935
 QF0053_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0053+STABILITY: POSITION/ELEVATION WELL
 QF0053
 QF0053  HISTORY     - Date     Condition        Report By
 QF0053  HISTORY     - 1935     MONUMENTED       CGS
 QF0053  HISTORY     - 1946     GOOD             NGS
 QF0053
 QF0053                          STATION DESCRIPTION
 QF0053
 QF0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QF0053'0.2 MI W FROM BARING.
 QF0053'0.2 MILE WEST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF STATE
 QF0053'HIGHWAY 191 WEST OF BARING, WASHINGTON COUNTY, 30 FEET NORTH OF
 QF0053'THE CENTER LINE OF THE HIGHWAY, 27 FEET EAST OF THE CENTER LINE
 QF0053'OF A ROAD LEADING NORTH, 6.5 FEET EAST OF A POLE, AND IN THE TOP
 QF0053'OF A GRANITE OUTCROP.  A STANDARD DISK, STAMPED H 41 1935.
 QF0053
 QF0053                          STATION RECOVERY (1946)
 QF0053
 QF0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 QF0053'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0117 ***********************************************************************
 RE0117  DESIGNATION -  H 43
 RE0117  PID         -  RE0117
 RE0117  STATE/COUNTY-  ME/AROOSTOOK
 RE0117  USGS QUAD   -  EASTON CENTER (1984)
 RE0117
 RE0117                         *CURRENT SURVEY CONTROL
 RE0117  ___________________________________________________________________
 RE0117* NAD 83(1986)-  46 44 42.     (N)    067 51 42.     (W)     SCALED    
 RE0117* NAVD 88     -       176.669  (meters)     579.62   (feet)  ADJUSTED  
 RE0117  ___________________________________________________________________
 RE0117  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 RE0117  DYNAMIC HT  -         176.688 (meters)     579.68  (feet)  COMP
 RE0117  MODELED GRAV-     980,717.1   (mgal)                       NAVD 88
 RE0117
 RE0117  VERT ORDER  -  SECOND    CLASS 0
 RE0117
 RE0117.The horizontal coordinates were scaled from a topographic map and have
 RE0117.an estimated accuracy of +/- 6 seconds.
 RE0117
 RE0117.The orthometric height was determined by differential leveling
 RE0117.and adjusted by the National Geodetic Survey in June 1991..
 RE0117
 RE0117.The geoid height was determined by GEOID03.
 RE0117
 RE0117.The dynamic height is computed by dividing the NAVD 88
 RE0117.geopotential number by the normal gravity value computed on the
 RE0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0117.degrees latitude (g = 980.6199 gals.).
 RE0117
 RE0117.The modeled gravity was interpolated from observed gravity values.
 RE0117
 RE0117;                    North         East    Units  Estimated Accuracy
 RE0117;SPC ME E     -   342,280.      348,780.      MT  (+/- 180 meters Scaled)
 RE0117
 RE0117                          SUPERSEDED SURVEY CONTROL
 RE0117
 RE0117  NGVD 29 (??/??/92)  176.884  (m)          580.33   (f) ADJ UNCH    2 0
 RE0117
 RE0117.Superseded values are not recommended for survey control.
 RE0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0117.See file dsdata.txt to determine how the superseded data were derived.
 RE0117
 RE0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM869774(NAD 83)
 RE0117_MARKER: DB = BENCH MARK DISK
 RE0117_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RE0117_SP_SET: CATTLE UNDERPASS
 RE0117_STAMPING: H 43 1935
 RE0117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RE0117
 RE0117  HISTORY     - Date     Condition        Report By
 RE0117  HISTORY     - 1935     MONUMENTED       CGS
 RE0117  HISTORY     - 1951     MARK NOT FOUND   USGS
 RE0117
 RE0117                          STATION DESCRIPTION
 RE0117
 RE0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RE0117'1 MI NE FROM MAPLE GROVE.
 RE0117'ABOUT 1.0 MILE NORTHEAST ALONG THE BANGOR AND AROOSTOOK
 RE0117'RAILROAD FROM THE STATION AT MAPLE GROVE, AROOSTOOK COUNTY,
 RE0117'ABOUT 0.4 MILE NORTHEAST OF MILEPOST F 10, IN THE TOP OF THE
 RE0117'EAST HEAD WALL OF A CONCRETE CATTLE UNDERPASS, 8 INCHES FROM
 RE0117'THE NORTH END OF THE HEAD WALL, AND 6 FEET WEST OF THE WEST
 RE0117'RAIL.  A STANDARD DISK, STAMPED H 43 1935.
 RE0117
 RE0117                          STATION RECOVERY (1951)
 RE0117
 RE0117'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 RE0117'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1157 ***********************************************************************
 PE1157  DESIGNATION -  H 44
 PE1157  PID         -  PE1157
 PE1157  STATE/COUNTY-  ME/KENNEBEC
 PE1157  USGS QUAD   -  WINTHROP (1980)
 PE1157
 PE1157                         *CURRENT SURVEY CONTROL
 PE1157  ___________________________________________________________________
 PE1157* NAD 83(1986)-  44 19 14.     (N)    069 54 56.     (W)     SCALED    
 PE1157* NAVD 88     -        95.773  (meters)     314.22   (feet)  ADJUSTED  
 PE1157  ___________________________________________________________________
 PE1157  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 PE1157  DYNAMIC HT  -          95.765 (meters)     314.19  (feet)  COMP
 PE1157  MODELED GRAV-     980,535.0   (mgal)                       NAVD 88
 PE1157
 PE1157  VERT ORDER  -  SECOND    CLASS 0
 PE1157
 PE1157.The horizontal coordinates were scaled from a topographic map and have
 PE1157.an estimated accuracy of +/- 6 seconds.
 PE1157
 PE1157.The orthometric height was determined by differential leveling
 PE1157.and adjusted by the National Geodetic Survey in June 1991..
 PE1157
 PE1157.The geoid height was determined by GEOID03.
 PE1157
 PE1157.The dynamic height is computed by dividing the NAVD 88
 PE1157.geopotential number by the normal gravity value computed on the
 PE1157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1157.degrees latitude (g = 980.6199 gals.).
 PE1157
 PE1157.The modeled gravity was interpolated from observed gravity values.
 PE1157
 PE1157;                    North         East    Units  Estimated Accuracy
 PE1157;SPC ME W     -   165,260.      920,030.      MT  (+/- 180 meters Scaled)
 PE1157
 PE1157                          SUPERSEDED SURVEY CONTROL
 PE1157
 PE1157  NGVD 29 (??/??/92)   95.981  (m)          314.90   (f) ADJ UNCH    2 0
 PE1157
 PE1157.Superseded values are not recommended for survey control.
 PE1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1157.See file dsdata.txt to determine how the superseded data were derived.
 PE1157
 PE1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK269078(NAD 83)
 PE1157_MARKER: DB = BENCH MARK DISK
 PE1157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1157_STAMPING: H 44 1935
 PE1157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1157+STABILITY: SURFACE MOTION
 PE1157
 PE1157  HISTORY     - Date     Condition        Report By
 PE1157  HISTORY     - 1935     MONUMENTED       CGS
 PE1157  HISTORY     - 1974     MARK NOT FOUND   USGS
 PE1157
 PE1157                          STATION DESCRIPTION
 PE1157
 PE1157'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE1157'3.3 MI E FROM WINTHROP.
 PE1157'3.3 MILES EAST ALONG STATE HIGHWAY 100 FROM THE MAINE CENTRAL
 PE1157'RAILROAD STATION AT WINTHROP, KENNEBEC COUNTY, 53 YARDS EAST OF
 PE1157'THE EAST END OF THE GULF OIL PUMP BASE, OPPOSITE THE A.F. PIERCE
 PE1157'RESIDENCE, AND 20 FEET NORTH OF THE EXTENDED CENTERLINE OF A
 PE1157'HIGHWAY FROM THE EAST, AND 9 FEET WEST OF A MAPLE TREE.  A
 PE1157'STANDARD DISK, STAMPED H 44 1935 AND SET IN THE TOP OF A CONCRETE
 PE1157'POST PROJECTING 4 INCHES ABOVE GROUND.
 PE1157
 PE1157                          STATION RECOVERY (1974)
 PE1157
 PE1157'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 PE1157'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1243 ***********************************************************************
 PE1243  DESIGNATION -  H 45
 PE1243  PID         -  PE1243
 PE1243  STATE/COUNTY-  ME/LINCOLN
 PE1243  USGS QUAD   -  NORTH WHITEFIELD (1979)
 PE1243
 PE1243                         *CURRENT SURVEY CONTROL
 PE1243  ___________________________________________________________________
 PE1243* NAD 83(1986)-  44 13 18.     (N)    069 35 14.     (W)     SCALED    
 PE1243* NAVD 88     -        64.055  (meters)     210.15   (feet)  ADJUSTED  
 PE1243  ___________________________________________________________________
 PE1243  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 PE1243  DYNAMIC HT  -          64.049 (meters)     210.13  (feet)  COMP
 PE1243  MODELED GRAV-     980,521.1   (mgal)                       NAVD 88
 PE1243
 PE1243  VERT ORDER  -  SECOND    CLASS 0
 PE1243
 PE1243.The horizontal coordinates were scaled from a topographic map and have
 PE1243.an estimated accuracy of +/- 6 seconds.
 PE1243
 PE1243.The orthometric height was determined by differential leveling
 PE1243.and adjusted by the National Geodetic Survey in June 1991..
 PE1243
 PE1243.The geoid height was determined by GEOID03.
 PE1243
 PE1243.The dynamic height is computed by dividing the NAVD 88
 PE1243.geopotential number by the normal gravity value computed on the
 PE1243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1243.degrees latitude (g = 980.6199 gals.).
 PE1243
 PE1243.The modeled gravity was interpolated from observed gravity values.
 PE1243
 PE1243;                    North         East    Units  Estimated Accuracy
 PE1243;SPC ME W     -   154,410.      946,300.      MT  (+/- 180 meters Scaled)
 PE1243
 PE1243                          SUPERSEDED SURVEY CONTROL
 PE1243
 PE1243  NGVD 29 (??/??/92)   64.267  (m)          210.85   (f) ADJ UNCH    2 0
 PE1243
 PE1243.Superseded values are not recommended for survey control.
 PE1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1243.See file dsdata.txt to determine how the superseded data were derived.
 PE1243
 PE1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ530966(NAD 83)
 PE1243_MARKER: DB = BENCH MARK DISK
 PE1243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1243_STAMPING: H 45 1935
 PE1243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1243+STABILITY: SURFACE MOTION
 PE1243
 PE1243  HISTORY     - Date     Condition        Report By
 PE1243  HISTORY     - 1935     MONUMENTED       CGS
 PE1243
 PE1243                          STATION DESCRIPTION
 PE1243
 PE1243'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE1243'AT NORTH WHITEFIELD.
 PE1243'AT NORTH WHITEFIELD, LINCOLN COUNTY, 82 YARDS NORTHEAST OF THE
 PE1243'CENTER OF THE JUNCTION OF STATE HIGHWAYS 218 AND 126, 20 FEET
 PE1243'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 4 FEET NORTHWEST OF
 PE1243'A POLE, AND 2 FEET SOUTHEAST OF THE FIELD FENCE.  A STANDARD
 PE1243'DISK, STAMPED H 45 1935 AND SET IN THE TOP OF A CONCRETE POST
 PE1243'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1270 ***********************************************************************
 PE1270  DESIGNATION -  H 46
 PE1270  PID         -  PE1270
 PE1270  STATE/COUNTY-  ME/KENNEBEC
 PE1270  USGS QUAD   -  CHINA LAKE (1983)
 PE1270
 PE1270                         *CURRENT SURVEY CONTROL
 PE1270  ___________________________________________________________________
 PE1270* NAD 83(1986)-  44 28 43.     (N)    069 30 52.     (W)     SCALED    
 PE1270* NAVD 88     -        61.619  (meters)     202.16   (feet)  ADJUSTED  
 PE1270  ___________________________________________________________________
 PE1270  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 PE1270  DYNAMIC HT  -          61.614 (meters)     202.15  (feet)  COMP
 PE1270  MODELED GRAV-     980,539.8   (mgal)                       NAVD 88
 PE1270
 PE1270  VERT ORDER  -  SECOND    CLASS 0
 PE1270
 PE1270.The horizontal coordinates were scaled from a topographic map and have
 PE1270.an estimated accuracy of +/- 6 seconds.
 PE1270
 PE1270.The orthometric height was determined by differential leveling
 PE1270.and adjusted by the National Geodetic Survey in June 1991..
 PE1270
 PE1270.The geoid height was determined by GEOID03.
 PE1270
 PE1270.The dynamic height is computed by dividing the NAVD 88
 PE1270.geopotential number by the normal gravity value computed on the
 PE1270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1270.degrees latitude (g = 980.6199 gals.).
 PE1270
 PE1270.The modeled gravity was interpolated from observed gravity values.
 PE1270
 PE1270;                    North         East    Units  Estimated Accuracy
 PE1270;SPC ME W     -   183,000.      951,890.      MT  (+/- 180 meters Scaled)
 PE1270
 PE1270                          SUPERSEDED SURVEY CONTROL
 PE1270
 PE1270  NGVD 29 (??/??/92)   61.836  (m)          202.87   (f) ADJ UNCH    2 0
 PE1270
 PE1270.Superseded values are not recommended for survey control.
 PE1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1270.See file dsdata.txt to determine how the superseded data were derived.
 PE1270
 PE1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK590251(NAD 83)
 PE1270_MARKER: DB = BENCH MARK DISK
 PE1270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1270_STAMPING: H 46 1935
 PE1270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1270+STABILITY: SURFACE MOTION
 PE1270
 PE1270  HISTORY     - Date     Condition        Report By
 PE1270  HISTORY     - 1935     MONUMENTED       CGS
 PE1270  HISTORY     - 1974     GOOD             NGS
 PE1270
 PE1270                          STATION DESCRIPTION
 PE1270
 PE1270'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE1270'0.2 MI SE FROM CHINA.
 PE1270'AT CHINA, KENNEBEC COUNTY, ON STATE HIGHWAY 9, 0.2 MILE SOUTHEAST
 PE1270'OF THE POST OFFICE, 62 FEET WEST OF THE WEST CORNER OF THE
 PE1270'BAPTIST CHURCH, 28 FEET NORTHEAST OF THE CENTERLINE OF THE
 PE1270'HIGHWAY, 6 FEET NORTHEAST OF A LARGE TREE AT THE WEST CORNER OF
 PE1270'THE CHURCHYARD, AND 1 FOOT SOUTHEAST OF THE PICKET FENCE.  A
 PE1270'STANDARD DISK, STAMPED H 46 1935 AND SET IN THE TOP OF A CONCRETE
 PE1270'POST FLUSH WITH THE GROUND.
 PE1270
 PE1270                          STATION RECOVERY (1974)
 PE1270
 PE1270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 PE1270'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0920 ***********************************************************************
 PE0920  DESIGNATION -  H 47
 PE0920  PID         -  PE0920
 PE0920  STATE/COUNTY-  ME/KNOX
 PE0920  USGS QUAD   -  RAZORVILLE (1979)
 PE0920
 PE0920                         *CURRENT SURVEY CONTROL
 PE0920  ___________________________________________________________________
 PE0920* NAD 83(1986)-  44 15 31.     (N)    069 22 31.     (W)     SCALED    
 PE0920* NAVD 88     -        97.283  (meters)     319.17   (feet)  ADJUSTED  
 PE0920  ___________________________________________________________________
 PE0920  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 PE0920  DYNAMIC HT  -          97.274 (meters)     319.14  (feet)  COMP
 PE0920  MODELED GRAV-     980,525.6   (mgal)                       NAVD 88
 PE0920
 PE0920  VERT ORDER  -  SECOND    CLASS 0
 PE0920
 PE0920.The horizontal coordinates were scaled from a topographic map and have
 PE0920.an estimated accuracy of +/- 6 seconds.
 PE0920
 PE0920.The orthometric height was determined by differential leveling
 PE0920.and adjusted by the National Geodetic Survey in June 1991..
 PE0920
 PE0920.The geoid height was determined by GEOID03.
 PE0920
 PE0920.The dynamic height is computed by dividing the NAVD 88
 PE0920.geopotential number by the normal gravity value computed on the
 PE0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0920.degrees latitude (g = 980.6199 gals.).
 PE0920
 PE0920.The modeled gravity was interpolated from observed gravity values.
 PE0920
 PE0920;                    North         East    Units  Estimated Accuracy
 PE0920;SPC ME E     -    66,140.      230,110.      MT  (+/- 180 meters Scaled)
 PE0920
 PE0920                          SUPERSEDED SURVEY CONTROL
 PE0920
 PE0920  NGVD 29 (??/??/92)   97.493  (m)          319.86   (f) ADJ UNCH    2 0
 PE0920
 PE0920.Superseded values are not recommended for survey control.
 PE0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0920.See file dsdata.txt to determine how the superseded data were derived.
 PE0920
 PE0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK700006(NAD 83)
 PE0920_MARKER: DB = BENCH MARK DISK
 PE0920_SETTING: 66 = SET IN ROCK OUTCROP
 PE0920_SP_SET: ROCK OUTCROP
 PE0920_STAMPING: H 47 1935
 PE0920_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0920+STABILITY: POSITION/ELEVATION WELL
 PE0920
 PE0920  HISTORY     - Date     Condition        Report By
 PE0920  HISTORY     - 1935     MONUMENTED       CGS
 PE0920
 PE0920                          STATION DESCRIPTION
 PE0920
 PE0920'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE0920'1.1 MI N FROM STICKNEY CORNER.
 PE0920'1.1 MILES NORTH ALONG STATE HIGHWAY 220 FROM THE INTERSECTION
 PE0920'OF STATE HIGHWAY 17 AT STICKNEY CORNER, KNOX COUNTY, AT THE
 PE0920'SOUTHWEST SLOPE OF A HILL, AT THE SOUTH END OF A TEN FOOT CUT, 59
 PE0920'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 53 FEET NORTH OF A
 PE0920'ROW OF TREES IN LINE WITH A FENCE, 49 FEET NORTHEAST OF A POLE,
 PE0920'AND IN THE TOP OF THE SOUTH END OF A ROCK OUTCROP.  A STANDARD
 PE0920'DISK, STAMPED H 47 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0972 ***********************************************************************
 PE0972  DESIGNATION -  H 49
 PE0972  PID         -  PE0972
 PE0972  STATE/COUNTY-  ME/WALDO
 PE0972  USGS QUAD   -  MORRILL (1979)
 PE0972
 PE0972                         *CURRENT SURVEY CONTROL
 PE0972  ___________________________________________________________________
 PE0972* NAD 83(1986)-  44 22 32.     (N)    069 12 38.     (W)     SCALED    
 PE0972* NAVD 88     -        80.096  (meters)     262.78   (feet)  ADJUSTED  
 PE0972  ___________________________________________________________________
 PE0972  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 PE0972  DYNAMIC HT  -          80.089 (meters)     262.76  (feet)  COMP
 PE0972  MODELED GRAV-     980,535.8   (mgal)                       NAVD 88
 PE0972
 PE0972  VERT ORDER  -  SECOND    CLASS 0
 PE0972
 PE0972.The horizontal coordinates were scaled from a topographic map and have
 PE0972.an estimated accuracy of +/- 6 seconds.
 PE0972
 PE0972.The orthometric height was determined by differential leveling
 PE0972.and adjusted by the National Geodetic Survey in June 1991..
 PE0972
 PE0972.The geoid height was determined by GEOID03.
 PE0972
 PE0972.The dynamic height is computed by dividing the NAVD 88
 PE0972.geopotential number by the normal gravity value computed on the
 PE0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0972.degrees latitude (g = 980.6199 gals.).
 PE0972
 PE0972.The modeled gravity was interpolated from observed gravity values.
 PE0972
 PE0972;                    North         East    Units  Estimated Accuracy
 PE0972;SPC ME E     -    79,000.      243,380.      MT  (+/- 180 meters Scaled)
 PE0972
 PE0972                          SUPERSEDED SURVEY CONTROL
 PE0972
 PE0972  NGVD 29 (??/??/92)   80.312  (m)          263.49   (f) ADJ UNCH    2 0
 PE0972
 PE0972.Superseded values are not recommended for survey control.
 PE0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0972.See file dsdata.txt to determine how the superseded data were derived.
 PE0972
 PE0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK832136(NAD 83)
 PE0972_MARKER: DB = BENCH MARK DISK
 PE0972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0972_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0972_STAMPING: H 49 1935
 PE0972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0972+STABILITY: SURFACE MOTION
 PE0972
 PE0972  HISTORY     - Date     Condition        Report By
 PE0972  HISTORY     - 1935     MONUMENTED       CGS
 PE0972
 PE0972                          STATION DESCRIPTION
 PE0972
 PE0972'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE0972'1.3 MI NW FROM SEARSMONT.
 PE0972'1.3 MILES NORTHWEST ALONG THE NORTH SEARSMONT ROAD FROM THE
 PE0972'ROAD CROSSING AT SEARSMONT, WALDO COUNTY, 50 FEET NORTHEAST OF
 PE0972'THE CENTERLINE OF THE ROAD, AND 3 FEET NORTH OF THE NORTH END
 PE0972'OF A BOARD GATE TO THE PASTURE.  A STANDARD DISK, STAMPED H 49
 PE0972'1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 PE0972'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0036 ***********************************************************************
 OC0036  DESIGNATION -  H 5
 OC0036  PID         -  OC0036
 OC0036  STATE/COUNTY-  ME/CUMBERLAND
 OC0036  USGS QUAD   -  CUMBERLAND CENTER (1975)
 OC0036
 OC0036                         *CURRENT SURVEY CONTROL
 OC0036  ___________________________________________________________________
 OC0036* NAD 83(1986)-  43 46 30.     (N)    070 15 16.     (W)     SCALED    
 OC0036* NAVD 88     -        17.390  (meters)      57.05   (feet)  ADJUSTED  
 OC0036  ___________________________________________________________________
 OC0036  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 OC0036  DYNAMIC HT  -          17.388 (meters)      57.05  (feet)  COMP
 OC0036  MODELED GRAV-     980,497.3   (mgal)                       NAVD 88
 OC0036
 OC0036  VERT ORDER  -  FIRST     CLASS I
 OC0036
 OC0036.The horizontal coordinates were scaled from a topographic map and have
 OC0036.an estimated accuracy of +/- 6 seconds.
 OC0036
 OC0036.The orthometric height was determined by differential leveling
 OC0036.and adjusted by the National Geodetic Survey in June 1991..
 OC0036.WARNING-Repeat measurements at this control monument indicate possible
 OC0036.vertical movement.
 OC0036
 OC0036.The geoid height was determined by GEOID03.
 OC0036
 OC0036.The dynamic height is computed by dividing the NAVD 88
 OC0036.geopotential number by the normal gravity value computed on the
 OC0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0036.degrees latitude (g = 980.6199 gals.).
 OC0036
 OC0036.The modeled gravity was interpolated from observed gravity values.
 OC0036
 OC0036;                    North         East    Units  Estimated Accuracy
 OC0036;SPC ME W     -   104,620.      892,930.      MT  (+/- 180 meters Scaled)
 OC0036
 OC0036                          SUPERSEDED SURVEY CONTROL
 OC0036
 OC0036  NGVD 29 (??/??/92)   17.601  (m)           57.75   (f) ADJ UNCH    1 1
 OC0036
 OC0036.Superseded values are not recommended for survey control.
 OC0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0036.See file dsdata.txt to determine how the superseded data were derived.
 OC0036
 OC0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ990476(NAD 83)
 OC0036_MARKER: DD = SURVEY DISK
 OC0036_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OC0036_SP_SET: CULVERT
 OC0036_STAMPING: MAINE 58
 OC0036_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC0036
 OC0036  HISTORY     - Date     Condition        Report By
 OC0036  HISTORY     - UNK      MONUMENTED       USGS
 OC0036  HISTORY     - 1966     GOOD             NGS
 OC0036
 OC0036                          STATION DESCRIPTION
 OC0036
 OC0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 OC0036'AT CUMBERLAND CENTER.
 OC0036'AT CUMBERLAND CENTER, 365 FEET SOUTHWEST OF THE CENTER OF THE
 OC0036'CROSSING OF STATE HIGHWAY 9, 260 FEET SOUTHWEST OF MILEPOST P
 OC0036'11-V 240, IN THE TOP NEAR THE NORTHEAST END OF THE SOUTHEAST
 OC0036'STONE HEAD WALL FOR A 3-FOOT BOX CULVERT OVER A STREAM, 3.5
 OC0036'FEET SOUTHWEST OF THE NORTHEAST END OF THE HEAD WALL, 43.0 FEET
 OC0036'SOUTHEAST OF AND ACROSS A SIDETRACK FROM THE SOUTHEAST RAIL OF
 OC0036'THE MAIN TRACK, 4.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 OC0036'SIDETRACK, AND ABOUT LEVEL WITH THE TRACK.  NOTE-- THE MARK WAS
 OC0036'PREVIOUSLY SHOWN AS JUST BEING STAMPED 58.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0003 ***********************************************************************
 RG0003  DESIGNATION -  H 5
 RG0003  PID         -  RG0003
 RG0003  STATE/COUNTY-  ME/SOMERSET
 RG0003  USGS QUAD   -  HARDWOOD MOUNTAIN SW (1989)
 RG0003
 RG0003                         *CURRENT SURVEY CONTROL
 RG0003  ___________________________________________________________________
 RG0003* NAD 83(1986)-  46 30 39.     (N)    070 09 56.     (W)     SCALED    
 RG0003* NAVD 88     -       358.673  (meters)    1176.75   (feet)  ADJUSTED  
 RG0003  ___________________________________________________________________
 RG0003  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 RG0003  DYNAMIC HT  -         358.678 (meters)    1176.76  (feet)  COMP
 RG0003  MODELED GRAV-     980,619.2   (mgal)                       NAVD 88
 RG0003
 RG0003  VERT ORDER  -  FIRST     CLASS II
 RG0003
 RG0003.The horizontal coordinates were scaled from a topographic map and have
 RG0003.an estimated accuracy of +/- 6 seconds.
 RG0003
 RG0003.The orthometric height was determined by differential leveling
 RG0003.and adjusted by the National Geodetic Survey in June 1991..
 RG0003
 RG0003.The geoid height was determined by GEOID03.
 RG0003
 RG0003.The dynamic height is computed by dividing the NAVD 88
 RG0003.geopotential number by the normal gravity value computed on the
 RG0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RG0003.degrees latitude (g = 980.6199 gals.).
 RG0003
 RG0003.The modeled gravity was interpolated from observed gravity values.
 RG0003
 RG0003;                    North         East    Units  Estimated Accuracy
 RG0003;SPC ME W     -   408,650.      900,090.      MT  (+/- 180 meters Scaled)
 RG0003
 RG0003                          SUPERSEDED SURVEY CONTROL
 RG0003
 RG0003  NGVD 29 (??/??/92)  358.841  (m)         1177.30   (f) ADJ UNCH    1 2
 RG0003
 RG0003.Superseded values are not recommended for survey control.
 RG0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0003.See file dsdata.txt to determine how the superseded data were derived.
 RG0003
 RG0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM105514(NAD 83)
 RG0003_MARKER: DB = BENCH MARK DISK
 RG0003_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RG0003_SP_SET: ABUTMENT
 RG0003_STAMPING: H 5 1953
 RG0003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RG0003
 RG0003  HISTORY     - Date     Condition        Report By
 RG0003  HISTORY     - 1953     MONUMENTED       CGS
 RG0003
 RG0003                          STATION DESCRIPTION
 RG0003
 RG0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RG0003'2.6 MI NE FROM STE CAMILLE.
 RG0003'2.6 MILES NORTHEAST ALONG ALONG THE QUEBEC RAILWAY FROM THE
 RG0003'STATION AT STE CAMILLE, 9 POLES SOUTHWEST OF MILE POST 63, IN
 RG0003'THE TOP OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE ABUTMENT
 RG0003'OF A 240-FOOT STEEL BRIDGE OVER A RIVER, 6 FEET SOUTHEAST OF
 RG0003'SOUTHEAST RAIL AND ABOUT LEVEL WITH TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1000 ***********************************************************************
 PE1000  DESIGNATION -  H 50
 PE1000  PID         -  PE1000
 PE1000  STATE/COUNTY-  ME/WALDO
 PE1000  USGS QUAD   -  MORRILL (1979)
 PE1000
 PE1000                         *CURRENT SURVEY CONTROL
 PE1000  ___________________________________________________________________
 PE1000* NAD 83(1986)-  44 24 07.     (N)    069 14 17.     (W)     SCALED    
 PE1000* NAVD 88     -        91.121  (meters)     298.95   (feet)  ADJUSTED  
 PE1000  ___________________________________________________________________
 PE1000  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 PE1000  DYNAMIC HT  -          91.113 (meters)     298.93  (feet)  COMP
 PE1000  MODELED GRAV-     980,529.8   (mgal)                       NAVD 88
 PE1000
 PE1000  VERT ORDER  -  SECOND    CLASS 0
 PE1000
 PE1000.The horizontal coordinates were scaled from a topographic map and have
 PE1000.an estimated accuracy of +/- 6 seconds.
 PE1000
 PE1000.The orthometric height was determined by differential leveling
 PE1000.and adjusted by the National Geodetic Survey in June 1991..
 PE1000
 PE1000.The geoid height was determined by GEOID03.
 PE1000
 PE1000.The dynamic height is computed by dividing the NAVD 88
 PE1000.geopotential number by the normal gravity value computed on the
 PE1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1000.degrees latitude (g = 980.6199 gals.).
 PE1000
 PE1000.The modeled gravity was interpolated from observed gravity values.
 PE1000
 PE1000;                    North         East    Units  Estimated Accuracy
 PE1000;SPC ME E     -    81,960.      241,210.      MT  (+/- 180 meters Scaled)
 PE1000
 PE1000                          SUPERSEDED SURVEY CONTROL
 PE1000
 PE1000  NGVD 29 (??/??/92)   91.338  (m)          299.66   (f) ADJ UNCH    2 0
 PE1000
 PE1000.Superseded values are not recommended for survey control.
 PE1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1000.See file dsdata.txt to determine how the superseded data were derived.
 PE1000
 PE1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK810165(NAD 83)
 PE1000_MARKER: DB = BENCH MARK DISK
 PE1000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1000_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1000_STAMPING: H 50 1935
 PE1000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1000+STABILITY: SURFACE MOTION
 PE1000
 PE1000  HISTORY     - Date     Condition        Report By
 PE1000  HISTORY     - 1935     MONUMENTED       CGS
 PE1000  HISTORY     - 1978     GOOD             DOD
 PE1000
 PE1000                          STATION DESCRIPTION
 PE1000
 PE1000'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE1000'1.1 MI W FROM NORTH SEARSMONT.
 PE1000'1.1 MILES WEST ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF THE
 PE1000'SEARSMONT ROAD AT NORTH SEARSMONT, WALDO COUNTY, AT THE EAST
 PE1000'SLOPE OF A HILL, 47 FEET EAST OF THE SOUTH END OF TWO CORRUGATED
 PE1000'IRON PIPE CULVERTS, 42 FEET WEST OF THE CENTERLINE OF THE DRIVE,
 PE1000'30 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND BETWEEN TWO
 PE1000'LARGE MAPLE TREES AT THE NORTHWEST CORNER OF THE SLEEPER FRONT
 PE1000'YARD.  A STANDARD DISK, STAMPED H 50 1935 AND SET IN THE TOP OF A
 PE1000'CONCRETE POST PROJECTING 1/2 FOOT ABOVE GROUND.
 PE1000
 PE1000                          STATION RECOVERY (1978)
 PE1000
 PE1000'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE1000'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1274 ***********************************************************************
 PE1274  DESIGNATION -  H 51
 PE1274  PID         -  PE1274
 PE1274  STATE/COUNTY-  ME/LINCOLN
 PE1274  USGS QUAD   -  RICHMOND (1980)
 PE1274
 PE1274                         *CURRENT SURVEY CONTROL
 PE1274  ___________________________________________________________________
 PE1274* NAD 83(1986)-  44 05 23.     (N)    069 46 50.     (W)     SCALED    
 PE1274* NAVD 88     -         5.357  (meters)      17.58   (feet)  ADJUSTED  
 PE1274  ___________________________________________________________________
 PE1274  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 PE1274  DYNAMIC HT  -           5.357 (meters)      17.58  (feet)  COMP
 PE1274  MODELED GRAV-     980,522.0   (mgal)                       NAVD 88
 PE1274
 PE1274  VERT ORDER  -  SECOND    CLASS 0
 PE1274
 PE1274.The horizontal coordinates were scaled from a topographic map and have
 PE1274.an estimated accuracy of +/- 6 seconds.
 PE1274
 PE1274.The orthometric height was determined by differential leveling
 PE1274.and adjusted by the National Geodetic Survey in June 1991..
 PE1274
 PE1274.The geoid height was determined by GEOID03.
 PE1274
 PE1274.The dynamic height is computed by dividing the NAVD 88
 PE1274.geopotential number by the normal gravity value computed on the
 PE1274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1274.degrees latitude (g = 980.6199 gals.).
 PE1274
 PE1274.The modeled gravity was interpolated from observed gravity values.
 PE1274
 PE1274;                    North         East    Units  Estimated Accuracy
 PE1274;SPC ME W     -   139,660.      930,920.      MT  (+/- 180 meters Scaled)
 PE1274
 PE1274                          SUPERSEDED SURVEY CONTROL
 PE1274
 PE1274  NGVD 29 (??/??/92)    5.562  (m)           18.25   (f) ADJ UNCH    2 0
 PE1274
 PE1274.Superseded values are not recommended for survey control.
 PE1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1274.See file dsdata.txt to determine how the superseded data were derived.
 PE1274
 PE1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ375821(NAD 83)
 PE1274_MARKER: DB = BENCH MARK DISK
 PE1274_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE1274_SP_SET: BRIDGE
 PE1274_STAMPING: H 51 1935
 PE1274_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE1274
 PE1274  HISTORY     - Date     Condition        Report By
 PE1274  HISTORY     - 1935     MONUMENTED       CGS
 PE1274  HISTORY     - 1957     MARK NOT FOUND   NGS
 PE1274  HISTORY     - 1978     GOOD             LOCENG
 PE1274  HISTORY     - 19910409 MARK NOT FOUND   USPSQD
 PE1274
 PE1274                          STATION DESCRIPTION
 PE1274
 PE1274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 PE1274'AT WEST DRESDEN.
 PE1274'AT WEST DRESDEN, LINCOLN, ON STATE HIGHWAY 197, IN THE TOP OF
 PE1274'THE NORTHWEST END OF THE SOUTHEAST ABUTMENT OF A CONCRETE BRIDGE
 PE1274'OVER KENNEBEC RIVER, AND FLUSH WITH THE ABUTMENT.  A STANDARD
 PE1274'DISK, STAMPED H 51 1935.
 PE1274
 PE1274                          STATION RECOVERY (1978)
 PE1274
 PE1274'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 PE1274'RECOVERED IN GOOD CONDITION.
 PE1274
 PE1274                          STATION RECOVERY (1991)
 PE1274
 PE1274'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 PE1274'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1036 ***********************************************************************
 PE1036  DESIGNATION -  H 52
 PE1036  PID         -  PE1036
 PE1036  STATE/COUNTY-  ME/KNOX
 PE1036  USGS QUAD   -  RAZORVILLE (1979)
 PE1036
 PE1036                         *CURRENT SURVEY CONTROL
 PE1036  ___________________________________________________________________
 PE1036* NAD 83(1986)-  44 15 20.     (N)    069 26 29.     (W)     SCALED    
 PE1036* NAVD 88     -        91.929  (meters)     301.60   (feet)  ADJUSTED  
 PE1036  ___________________________________________________________________
 PE1036  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 PE1036  DYNAMIC HT  -          91.920 (meters)     301.57  (feet)  COMP
 PE1036  MODELED GRAV-     980,518.8   (mgal)                       NAVD 88
 PE1036
 PE1036  VERT ORDER  -  SECOND    CLASS 0
 PE1036
 PE1036.The horizontal coordinates were scaled from a topographic map and have
 PE1036.an estimated accuracy of +/- 6 seconds.
 PE1036
 PE1036.The orthometric height was determined by differential leveling
 PE1036.and adjusted by the National Geodetic Survey in June 1991..
 PE1036
 PE1036.The geoid height was determined by GEOID03.
 PE1036
 PE1036.The dynamic height is computed by dividing the NAVD 88
 PE1036.geopotential number by the normal gravity value computed on the
 PE1036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1036.degrees latitude (g = 980.6199 gals.).
 PE1036
 PE1036.The modeled gravity was interpolated from observed gravity values.
 PE1036
 PE1036;                    North         East    Units  Estimated Accuracy
 PE1036;SPC ME E     -    65,860.      224,830.      MT  (+/- 180 meters Scaled)
 PE1036
 PE1036                          SUPERSEDED SURVEY CONTROL
 PE1036
 PE1036  NGVD 29 (??/??/92)   92.139  (m)          302.29   (f) ADJ UNCH    2 0
 PE1036
 PE1036.Superseded values are not recommended for survey control.
 PE1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1036.See file dsdata.txt to determine how the superseded data were derived.
 PE1036
 PE1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK647003(NAD 83)
 PE1036_MARKER: DB = BENCH MARK DISK
 PE1036_SETTING: 66 = SET IN ROCK OUTCROP
 PE1036_SP_SET: ROCK OUTCROP
 PE1036_STAMPING: H 52 1935
 PE1036_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1036+STABILITY: POSITION/ELEVATION WELL
 PE1036
 PE1036  HISTORY     - Date     Condition        Report By
 PE1036  HISTORY     - 1935     MONUMENTED       CGS
 PE1036
 PE1036                          STATION DESCRIPTION
 PE1036
 PE1036'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE1036'3 MI W FROM STICKNEY CORNER.
 PE1036'3.0 MILES WEST ALONG STATE HIGHWAY 17 FROM THE CENTER OF THE
 PE1036'INTERSECTION OF STATE HIGHWAY 220 AT STICKNEY CORNER, KNOX
 PE1036'COUNTY, 0.2 MILE EAST OF THE SOMERVILLE-WASHINGTON TOWN LINE, AT
 PE1036'THE EAST SLOPE OF A HILL, 186 YARDS EAST OF THE CENTERLINE OF
 PE1036'STATE HIGHWAY 206, 30 FEET SOUTH OF THE CENTERLINE OF THE
 PE1036'HIGHWAY, AND IN THE TOP OF A ROCK OUTCROP.  A STANDARD DISK,
 PE1036'STAMPED H 52 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0077 ***********************************************************************
 RE0077  DESIGNATION -  H 55
 RE0077  PID         -  RE0077
 RE0077  STATE/COUNTY-  ME/AROOSTOOK
 RE0077  USGS QUAD   -  LIMESTONE (1978)
 RE0077
 RE0077                         *CURRENT SURVEY CONTROL
 RE0077  ___________________________________________________________________
 RE0077* NAD 83(1986)-  46 56 01.     (N)    067 49 56.     (W)     SCALED    
 RE0077* NAVD 88     -       186.777  (meters)     612.78   (feet)  ADJUSTED  
 RE0077  ___________________________________________________________________
 RE0077  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 RE0077  DYNAMIC HT  -         186.798 (meters)     612.85  (feet)  COMP
 RE0077  MODELED GRAV-     980,723.2   (mgal)                       NAVD 88
 RE0077
 RE0077  VERT ORDER  -  SECOND    CLASS 0
 RE0077
 RE0077.The horizontal coordinates were scaled from a topographic map and have
 RE0077.an estimated accuracy of +/- 6 seconds.
 RE0077
 RE0077.The orthometric height was determined by differential leveling
 RE0077.and adjusted by the National Geodetic Survey in June 1991..
 RE0077
 RE0077.The geoid height was determined by GEOID03.
 RE0077
 RE0077.The dynamic height is computed by dividing the NAVD 88
 RE0077.geopotential number by the normal gravity value computed on the
 RE0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0077.degrees latitude (g = 980.6199 gals.).
 RE0077
 RE0077.The modeled gravity was interpolated from observed gravity values.
 RE0077
 RE0077;                    North         East    Units  Estimated Accuracy
 RE0077;SPC ME E     -   363,260.      350,850.      MT  (+/- 180 meters Scaled)
 RE0077
 RE0077                          SUPERSEDED SURVEY CONTROL
 RE0077
 RE0077  NGVD 29 (??/??/92)  186.979  (m)          613.45   (f) ADJ UNCH    2 0
 RE0077
 RE0077.Superseded values are not recommended for survey control.
 RE0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0077.See file dsdata.txt to determine how the superseded data were derived.
 RE0077
 RE0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM888984(NAD 83)
 RE0077_MARKER: DB = BENCH MARK DISK
 RE0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RE0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RE0077_STAMPING: H 55 1935
 RE0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RE0077+STABILITY: SURFACE MOTION
 RE0077
 RE0077  HISTORY     - Date     Condition        Report By
 RE0077  HISTORY     - 1935     MONUMENTED       CGS
 RE0077  HISTORY     - 1952     MARK NOT FOUND   NGS
 RE0077
 RE0077                          STATION DESCRIPTION
 RE0077
 RE0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RE0077'1.6 MI N FROM LIMESTONE.
 RE0077'1.6 MILES NORTH ALONG STATE HIGHWAY 165 FROM THE POST OFFICE AT
 RE0077'LIMESTONE, AROOSTOOK COUNTY, AT A ROAD INTERSECTION (A FARM
 RE0077'ROAD LEADS EAST AND A GRADED ROAD LEADS WEST), 32 FEET EAST
 RE0077'OF THE CENTER LINE OF THE HIGHWAY, 25 FEET NORTH OF THE CENTER
 RE0077'LINE OF THE ROAD, 59 FEET EAST OF POLE 761, ON THE SOUTH SLOPE
 RE0077'OF A HILL, AND 17 FEET NORTH OF POWER-TRANSMISSION LINE POLE
 RE0077'476.  A STANDARD DISK, STAMPED H 55 1935 AND SET IN THE TOP OF A
 RE0077'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 RE0077
 RE0077                          STATION RECOVERY (1952)
 RE0077
 RE0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 RE0077'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0029 ***********************************************************************
 SF0029  DESIGNATION -  H 56
 SF0029  PID         -  SF0029
 SF0029  STATE/COUNTY-  ME/AROOSTOOK
 SF0029  USGS QUAD   -  STOCKHOLM (1986)
 SF0029
 SF0029                         *CURRENT SURVEY CONTROL
 SF0029  ___________________________________________________________________
 SF0029* NAD 83(1986)-  47 02 40.     (N)    068 08 19.     (W)     SCALED    
 SF0029* NAVD 88     -       177.391  (meters)     581.99   (feet)  ADJUSTED  
 SF0029  ___________________________________________________________________
 SF0029  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 SF0029  DYNAMIC HT  -         177.413 (meters)     582.06  (feet)  COMP
 SF0029  MODELED GRAV-     980,733.1   (mgal)                       NAVD 88
 SF0029
 SF0029  VERT ORDER  -  SECOND    CLASS 0
 SF0029
 SF0029.The horizontal coordinates were scaled from a topographic map and have
 SF0029.an estimated accuracy of +/- 6 seconds.
 SF0029
 SF0029.The orthometric height was determined by differential leveling
 SF0029.and adjusted by the National Geodetic Survey in June 1991..
 SF0029
 SF0029.The geoid height was determined by GEOID03.
 SF0029
 SF0029.The dynamic height is computed by dividing the NAVD 88
 SF0029.geopotential number by the normal gravity value computed on the
 SF0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0029.degrees latitude (g = 980.6199 gals.).
 SF0029
 SF0029.The modeled gravity was interpolated from observed gravity values.
 SF0029
 SF0029;                    North         East    Units  Estimated Accuracy
 SF0029;SPC ME E     -   375,430.      327,460.      MT  (+/- 180 meters Scaled)
 SF0029
 SF0029                          SUPERSEDED SURVEY CONTROL
 SF0029
 SF0029  NGVD 29 (??/??/92)  177.570  (m)          582.58   (f) ADJ UNCH    2 0
 SF0029
 SF0029.Superseded values are not recommended for survey control.
 SF0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0029.See file dsdata.txt to determine how the superseded data were derived.
 SF0029
 SF0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN654104(NAD 83)
 SF0029_MARKER: DB = BENCH MARK DISK
 SF0029_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SF0029_SP_SET: FOUNDATION
 SF0029_STAMPING: H 56 1935
 SF0029_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SF0029
 SF0029  HISTORY     - Date     Condition        Report By
 SF0029  HISTORY     - 1935     MONUMENTED       CGS
 SF0029
 SF0029                          STATION DESCRIPTION
 SF0029
 SF0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SF0029'AT STOCKHOLM.
 SF0029'AT STOCKHOLM, AROOSTOOK COUNTY, ON MAIN STREET, 100 FEET EAST
 SF0029'OF THE CENTER LINE OF THE STREET, 25 FEET SOUTHWEST OF THE
 SF0029'CENTER LINE OF THE VAN BUREN ROAD, AT THE EUREKA BUILDING, IN THE
 SF0029'NORTH FACE OF THE CONCRETE FOUNDATION, 1.4 FEET EAST OF THE
 SF0029'NORTHWEST CORNER, AND 1.5 FEET ABOVE THE GROUND.  A STANDARD
 SF0029'DISK, STAMPED H 56 1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0034 ***********************************************************************
 RF0034  DESIGNATION -  H 57
 RF0034  PID         -  RF0034
 RF0034  STATE/COUNTY-  ME/AROOSTOOK
 RF0034  USGS QUAD   -  CARIBOU (1984)
 RF0034
 RF0034                         *CURRENT SURVEY CONTROL
 RF0034  ___________________________________________________________________
 RF0034* NAD 83(1986)-  46 51 09.     (N)    068 02 08.     (W)     SCALED    
 RF0034* NAVD 88     -       154.195  (meters)     505.89   (feet)  ADJUSTED  
 RF0034  ___________________________________________________________________
 RF0034  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 RF0034  DYNAMIC HT  -         154.213 (meters)     505.95  (feet)  COMP
 RF0034  MODELED GRAV-     980,728.3   (mgal)                       NAVD 88
 RF0034
 RF0034  VERT ORDER  -  SECOND    CLASS 0
 RF0034
 RF0034.The horizontal coordinates were scaled from a topographic map and have
 RF0034.an estimated accuracy of +/- 6 seconds.
 RF0034
 RF0034.The orthometric height was determined by differential leveling
 RF0034.and adjusted by the National Geodetic Survey in June 1991..
 RF0034
 RF0034.The geoid height was determined by GEOID03.
 RF0034
 RF0034.The dynamic height is computed by dividing the NAVD 88
 RF0034.geopotential number by the normal gravity value computed on the
 RF0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0034.degrees latitude (g = 980.6199 gals.).
 RF0034
 RF0034.The modeled gravity was interpolated from observed gravity values.
 RF0034
 RF0034;                    North         East    Units  Estimated Accuracy
 RF0034;SPC ME E     -   354,130.      335,420.      MT  (+/- 180 meters Scaled)
 RF0034
 RF0034                          SUPERSEDED SURVEY CONTROL
 RF0034
 RF0034  NGVD 29 (??/??/92)  154.379  (m)          506.49   (f) ADJ UNCH    2 0
 RF0034
 RF0034.Superseded values are not recommended for survey control.
 RF0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0034.See file dsdata.txt to determine how the superseded data were derived.
 RF0034
 RF0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM735892(NAD 83)
 RF0034_MARKER: DB = BENCH MARK DISK
 RF0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RF0034_STAMPING: H 57 1935
 RF0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0034+STABILITY: SURFACE MOTION
 RF0034
 RF0034  HISTORY     - Date     Condition        Report By
 RF0034  HISTORY     - 1935     MONUMENTED       CGS
 RF0034  HISTORY     - 1953     MARK NOT FOUND   USGS
 RF0034
 RF0034                          STATION DESCRIPTION
 RF0034
 RF0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RF0034'1 MI SW FROM CARIBOU.
 RF0034'ABOUT 1.0 MILE SOUTHWEST ALONG THE WASHBURN ROAD FROM THE POST
 RF0034'OFFICE AT CARIBOU, AROOSTOOK COUNTY, AT THE TOP OF A HILL,
 RF0034'ABOUT 41 YARDS SOUTHEAST OF THE SOUTHEAST CORNER OF THE CARL
 RF0034'RANDOLF FARMHOUSE, 24 FEET NORTH OF THE CENTER OF THE ROAD, 5.8
 RF0034'FEET EAST OF POLE 816, AND IN LINE WITH A ROW OF POLES.  A
 RF0034'STANDARD DISK, STAMPED H 57 1935 AND SET IN THE TOP OF A CONCRETE
 RF0034'POST ABOUT 1/2 FOOT ABOVE GROUND.
 RF0034
 RF0034                          STATION RECOVERY (1953)
 RF0034
 RF0034'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 RF0034'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0048 ***********************************************************************
 RE0048  DESIGNATION -  H 58
 RE0048  PID         -  RE0048
 RE0048  STATE/COUNTY-  ME/AROOSTOOK
 RE0048  USGS QUAD   -  LINNEUS (1984)
 RE0048
 RE0048                         *CURRENT SURVEY CONTROL
 RE0048  ___________________________________________________________________
 RE0048* NAD 83(1986)-  46 04 02.     (N)    067 59 08.     (W)     SCALED    
 RE0048* NAVD 88     -       182.326  (meters)     598.18   (feet)  ADJUSTED  
 RE0048  ___________________________________________________________________
 RE0048  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 RE0048  DYNAMIC HT  -         182.333 (meters)     598.20  (feet)  COMP
 RE0048  MODELED GRAV-     980,651.9   (mgal)                       NAVD 88
 RE0048
 RE0048  VERT ORDER  -  SECOND    CLASS 0
 RE0048
 RE0048.The horizontal coordinates were scaled from a topographic map and have
 RE0048.an estimated accuracy of +/- 6 seconds.
 RE0048
 RE0048.The orthometric height was determined by differential leveling
 RE0048.and adjusted by the National Geodetic Survey in June 1991..
 RE0048
 RE0048.The geoid height was determined by GEOID03.
 RE0048
 RE0048.The dynamic height is computed by dividing the NAVD 88
 RE0048.geopotential number by the normal gravity value computed on the
 RE0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0048.degrees latitude (g = 980.6199 gals.).
 RE0048
 RE0048.The modeled gravity was interpolated from observed gravity values.
 RE0048
 RE0048;                    North         East    Units  Estimated Accuracy
 RE0048;SPC ME E     -   266,870.      339,800.      MT  (+/- 180 meters Scaled)
 RE0048
 RE0048                          SUPERSEDED SURVEY CONTROL
 RE0048
 RE0048  NGVD 29 (??/??/92)  182.514  (m)          598.80   (f) ADJ UNCH    2 0
 RE0048
 RE0048.Superseded values are not recommended for survey control.
 RE0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0048.See file dsdata.txt to determine how the superseded data were derived.
 RE0048
 RE0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM784020(NAD 83)
 RE0048_MARKER: DB = BENCH MARK DISK
 RE0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RE0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RE0048_STAMPING: H 58 1935
 RE0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RE0048+STABILITY: SURFACE MOTION
 RE0048
 RE0048  HISTORY     - Date     Condition        Report By
 RE0048  HISTORY     - 1935     MONUMENTED       CGS
 RE0048  HISTORY     - 1951     MARK NOT FOUND   NGS
 RE0048
 RE0048                          STATION DESCRIPTION
 RE0048
 RE0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 RE0048'2.9 MI N FROM LINNEUS.
 RE0048'2.9 MILES NORTH ALONG THE NEW LIMERICK ROAD FROM THE JUNCTION
 RE0048'OF U.S. HIGHWAY 2A AT LINNEUS, AROOSTOOK COUNTY, 1.2 MILES
 RE0048'SOUTHWEST OF HATFIELD SCHOOL, 0.2 MILE NORTH OF THE JUNCTION OF A
 RE0048'ROAD LEADING EAST, 30 FEET EAST OF THE SOUTHEAST CORNER OF A
 RE0048'LARGE UNPAINTED FARMHOUSE, 22 FEET WEST OF THE CENTERLINE OF THE
 RE0048'ROAD, AND 7.5 FEET SOUTH OF A TELEPHONE POLE.  A STANDARD DISK,
 RE0048'STAMPED H 58 1935 AND SET IN THE TOP OF A CONCRETE POST
 RE0048'PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0075 ***********************************************************************
 QG0075  DESIGNATION -  H 59
 QG0075  PID         -  QG0075
 QG0075  STATE/COUNTY-  ME/AROOSTOOK
 QG0075  USGS QUAD   -  ALDER BROOK (1989)
 QG0075
 QG0075                         *CURRENT SURVEY CONTROL
 QG0075  ___________________________________________________________________
 QG0075* NAD 83(1986)-  45 45 57.     (N)    068 06 37.     (W)     SCALED    
 QG0075* NAVD 88     -       183.155  (meters)     600.90   (feet)  ADJUSTED  
 QG0075  ___________________________________________________________________
 QG0075  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 QG0075  DYNAMIC HT  -         183.160 (meters)     600.92  (feet)  COMP
 QG0075  MODELED GRAV-     980,640.7   (mgal)                       NAVD 88
 QG0075
 QG0075  VERT ORDER  -  SECOND    CLASS 0
 QG0075
 QG0075.The horizontal coordinates were scaled from a topographic map and have
 QG0075.an estimated accuracy of +/- 6 seconds.
 QG0075
 QG0075.The orthometric height was determined by differential leveling
 QG0075.and adjusted by the National Geodetic Survey in June 1991..
 QG0075
 QG0075.The geoid height was determined by GEOID03.
 QG0075
 QG0075.The dynamic height is computed by dividing the NAVD 88
 QG0075.geopotential number by the normal gravity value computed on the
 QG0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0075.degrees latitude (g = 980.6199 gals.).
 QG0075
 QG0075.The modeled gravity was interpolated from observed gravity values.
 QG0075
 QG0075;                    North         East    Units  Estimated Accuracy
 QG0075;SPC ME E     -   233,320.      330,310.      MT  (+/- 180 meters Scaled)
 QG0075
 QG0075                          SUPERSEDED SURVEY CONTROL
 QG0075
 QG0075  NGVD 29 (??/??/92)  183.325  (m)          601.46   (f) ADJ UNCH    2 0
 QG0075
 QG0075.Superseded values are not recommended for survey control.
 QG0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0075.See file dsdata.txt to determine how the superseded data were derived.
 QG0075
 QG0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL691684(NAD 83)
 QG0075_MARKER: DB = BENCH MARK DISK
 QG0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0075_STAMPING: H 59 1935
 QG0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0075+STABILITY: SURFACE MOTION
 QG0075
 QG0075  HISTORY     - Date     Condition        Report By
 QG0075  HISTORY     - 1935     MONUMENTED       CGS
 QG0075  HISTORY     - 19850530 MARK NOT FOUND   USPSQD
 QG0075
 QG0075                          STATION DESCRIPTION
 QG0075
 QG0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QG0075'7.3 MI SW FROM HAYNESVILLE.
 QG0075'7.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 2A FROM THE BAPTIST CHURCH
 QG0075'AT HAYNESVILLE, AROOSTOOK COUNTY, 125 YARDS SOUTH OF THE MIDDLE
 QG0075'OF A CURVE FROM EAST-AND-WEST TO NORTHEAST-AND-SOUTHWEST, 2.3
 QG0075'FEET NORTHWEST OF THE GLENWOOD-REED TOWN LINE, 31.6 FEET SOUTHWEST
 QG0075'OF A WIRE-FENCE CORNER, AND 25 FEET NORTHWEST OF THE CENTERLINE
 QG0075'OF THE HIGHWAY.  A STANDARD DISK, STAMPED H 59 1935 AND SET IN
 QG0075'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 QG0075
 QG0075                          STATION RECOVERY (1985)
 QG0075
 QG0075'RECOVERY NOTE BY US POWER SQUADRON 1985 (WRM)
 QG0075'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0035 ***********************************************************************
 QG0035  DESIGNATION -  H 61
 QG0035  PID         -  QG0035
 QG0035  STATE/COUNTY-  ME/AROOSTOOK
 QG0035  USGS QUAD   -  MONARDA (1989)
 QG0035
 QG0035                         *CURRENT SURVEY CONTROL
 QG0035  ___________________________________________________________________
 QG0035* NAD 83(1986)-  45 51 31.     (N)    068 19 41.     (W)     SCALED    
 QG0035* NAVD 88     -       185.550  (meters)     608.76   (feet)  ADJUSTED  
 QG0035  ___________________________________________________________________
 QG0035  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 QG0035  DYNAMIC HT  -         185.554 (meters)     608.77  (feet)  COMP
 QG0035  MODELED GRAV-     980,633.8   (mgal)                       NAVD 88
 QG0035
 QG0035  VERT ORDER  -  SECOND    CLASS 0
 QG0035
 QG0035.The horizontal coordinates were scaled from a topographic map and have
 QG0035.an estimated accuracy of +/- 6 seconds.
 QG0035
 QG0035.The orthometric height was determined by differential leveling
 QG0035.and adjusted by the National Geodetic Survey in June 1991..
 QG0035
 QG0035.The geoid height was determined by GEOID03.
 QG0035
 QG0035.The dynamic height is computed by dividing the NAVD 88
 QG0035.geopotential number by the normal gravity value computed on the
 QG0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0035.degrees latitude (g = 980.6199 gals.).
 QG0035
 QG0035.The modeled gravity was interpolated from observed gravity values.
 QG0035
 QG0035;                    North         East    Units  Estimated Accuracy
 QG0035;SPC ME E     -   243,580.      313,350.      MT  (+/- 180 meters Scaled)
 QG0035
 QG0035                          SUPERSEDED SURVEY CONTROL
 QG0035
 QG0035  NGVD 29 (??/??/92)  185.717  (m)          609.31   (f) ADJ UNCH    2 0
 QG0035
 QG0035.Superseded values are not recommended for survey control.
 QG0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0035.See file dsdata.txt to determine how the superseded data were derived.
 QG0035
 QG0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL521785(NAD 83)
 QG0035_MARKER: DB = BENCH MARK DISK
 QG0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0035_STAMPING: H 61 1935
 QG0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0035+STABILITY: SURFACE MOTION
 QG0035
 QG0035  HISTORY     - Date     Condition        Report By
 QG0035  HISTORY     - 1935     MONUMENTED       CGS
 QG0035
 QG0035                          STATION DESCRIPTION
 QG0035
 QG0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QG0035'4.2 MI N FROM MONARDA.
 QG0035'4.2 MILES NORTH ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF A ROAD
 QG0035'LEADING NORTHWEST TO BENEDICTA AT MONARDA, AROOSTOOK COUNTY, 0.8
 QG0035'MILE SOUTH OF THE JUNCTION OF STATE HIGHWAY 158, 51 FEET SOUTHEAST
 QG0035'OF TELEPHONE POLE 1112, 35 FEET EAST OF THE CENTERLINE OF THE
 QG0035'HIGHWAY, AND 3.5 FEET SOUTH OF THE WIRE FENCE.  A STANDARD DISK,
 QG0035'STAMPED H 61 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 QG0035'ABOUT 1/2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0402 ***********************************************************************
 QG0402  DESIGNATION -  H 63
 QG0402  PID         -  QG0402
 QG0402  STATE/COUNTY-  ME/PISCATAQUIS
 QG0402  USGS QUAD   -  SEBOEIS LAKE (1988)
 QG0402
 QG0402                         *CURRENT SURVEY CONTROL
 QG0402  ___________________________________________________________________
 QG0402* NAD 83(1986)-  45 25 58.     (N)    068 55 22.     (W)     SCALED    
 QG0402* NAVD 88     -       140.647  (meters)     461.44   (feet)  ADJUSTED  
 QG0402  ___________________________________________________________________
 QG0402  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 QG0402  DYNAMIC HT  -         140.646 (meters)     461.44  (feet)  COMP
 QG0402  MODELED GRAV-     980,608.1   (mgal)                       NAVD 88
 QG0402
 QG0402  VERT ORDER  -  SECOND    CLASS 0
 QG0402
 QG0402.The horizontal coordinates were scaled from a topographic map and have
 QG0402.an estimated accuracy of +/- 6 seconds.
 QG0402
 QG0402.The orthometric height was determined by differential leveling
 QG0402.and adjusted by the National Geodetic Survey in June 1991..
 QG0402
 QG0402.The geoid height was determined by GEOID03.
 QG0402
 QG0402.The dynamic height is computed by dividing the NAVD 88
 QG0402.geopotential number by the normal gravity value computed on the
 QG0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0402.degrees latitude (g = 980.6199 gals.).
 QG0402
 QG0402.The modeled gravity was interpolated from observed gravity values.
 QG0402
 QG0402;                    North         East    Units  Estimated Accuracy
 QG0402;SPC ME E     -   196,320.      266,920.      MT  (+/- 180 meters Scaled)
 QG0402
 QG0402                          SUPERSEDED SURVEY CONTROL
 QG0402
 QG0402  NGVD 29 (??/??/92)  140.819  (m)          462.00   (f) ADJ UNCH    2 0
 QG0402
 QG0402.Superseded values are not recommended for survey control.
 QG0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0402.See file dsdata.txt to determine how the superseded data were derived.
 QG0402
 QG0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL060310(NAD 83)
 QG0402_MARKER: DB = BENCH MARK DISK
 QG0402_SETTING: 80 = SET IN A BOULDER
 QG0402_SP_SET: BOULDER
 QG0402_STAMPING: H 63 1935
 QG0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0402+STABILITY: SURFACE MOTION
 QG0402
 QG0402  HISTORY     - Date     Condition        Report By
 QG0402  HISTORY     - 1935     MONUMENTED       CGS
 QG0402  HISTORY     - 1953     GOOD             NGS
 QG0402  HISTORY     - 19841001 MARK NOT FOUND   USPSQD
 QG0402
 QG0402                          STATION DESCRIPTION
 QG0402
 QG0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 QG0402'3.4 MI S FROM PACKARDS.
 QG0402'3.4 MILES SOUTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 QG0402'THE JUNCTION OF TRACKS AT PACKARDS, ABOUT 0.4 MILE SOUTH OF MILE
 QG0402'POST 25, AT THE SOUTH END OF A LOW CUT, 30 FEET EAST OF EAST
 QG0402'RAIL, IN THE TOP OF THE HIGHEST POINT OF A 1 1/2-FOOT HIGH
 QG0402'2 BY 2-FOOT EXPOSED PART OF AN EMBEDDED BOULDER AND ABOUT LEVEL
 QG0402'WITH TOP OF RAIL.
 QG0402
 QG0402                          STATION RECOVERY (1984)
 QG0402
 QG0402'RECOVERY NOTE BY US POWER SQUADRON 1984 (BRP)
 QG0402'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0094 ***********************************************************************
 QF0094  DESIGNATION -  H 65
 QF0094  PID         -  QF0094
 QF0094  STATE/COUNTY-  ME/WASHINGTON
 QF0094  USGS QUAD   -  ROBBINSTON (1977)
 QF0094
 QF0094                         *CURRENT SURVEY CONTROL
 QF0094  ___________________________________________________________________
 QF0094* NAD 83(1986)-  45 05 41.     (N)    067 07 26.     (W)     SCALED    
 QF0094* NAVD 88     -        27.069  (meters)      88.81   (feet)  ADJUSTED  
 QF0094  ___________________________________________________________________
 QF0094  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 QF0094  DYNAMIC HT  -          27.069 (meters)      88.81  (feet)  COMP
 QF0094  MODELED GRAV-     980,625.9   (mgal)                       NAVD 88
 QF0094
 QF0094  VERT ORDER  -  FIRST     CLASS II
 QF0094
 QF0094.The horizontal coordinates were scaled from a topographic map and have
 QF0094.an estimated accuracy of +/- 6 seconds.
 QF0094
 QF0094.The orthometric height was determined by differential leveling
 QF0094.and adjusted by the National Geodetic Survey in June 1991..
 QF0094
 QF0094.The geoid height was determined by GEOID03.
 QF0094
 QF0094.The dynamic height is computed by dividing the NAVD 88
 QF0094.geopotential number by the normal gravity value computed on the
 QF0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0094.degrees latitude (g = 980.6199 gals.).
 QF0094
 QF0094.The modeled gravity was interpolated from observed gravity values.
 QF0094
 QF0094;                    North         East    Units  Estimated Accuracy
 QF0094;SPC ME E     -   159,590.      408,310.      MT  (+/- 180 meters Scaled)
 QF0094
 QF0094                          SUPERSEDED SURVEY CONTROL
 QF0094
 QF0094.No superseded survey control is available for this station.
 QF0094
 QF0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK476951(NAD 83)
 QF0094_MARKER: DB = BENCH MARK DISK
 QF0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QF0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QF0094_STAMPING: H 65 1935
 QF0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0094+STABILITY: SURFACE MOTION
 QF0094
 QF0094  HISTORY     - Date     Condition        Report By
 QF0094  HISTORY     - 1935     MONUMENTED       CGS
 QF0094  HISTORY     - 1946     GOOD             NGS
 QF0094  HISTORY     - 1978     GOOD             NGS
 QF0094
 QF0094                          STATION DESCRIPTION
 QF0094
 QF0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QF0094'2 MI SE FROM RED BEACH.
 QF0094'2.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 QF0094'RED BEACH, WASHINGTON COUNTY, AT THE TOP OF A HILL, ABOUT 90
 QF0094'FEET NORTH OF THE CENTER LINE OF A PRIVATE ROAD, 27 FEET WEST OF
 QF0094'THE CENTER LINE OF THE HIGHWAY, AND 15 FEET NORTH OF A 30-INCH
 QF0094'ELM TREE.  A STANDARD DISK, STAMPED H 65 1935 AND SET IN THE TOP
 QF0094'OF A CONCRETE POST PROJECTING ABOUT 1/2 FOOT ABOVE GROUND.
 QF0094
 QF0094                          STATION RECOVERY (1946)
 QF0094
 QF0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 QF0094'RECOVERED IN GOOD CONDITION.
 QF0094
 QF0094                          STATION RECOVERY (1978)
 QF0094
 QF0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QF0094'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0038 ***********************************************************************
 PD0038  DESIGNATION -  H 66
 PD0038  PID         -  PD0038
 PD0038  STATE/COUNTY-  ME/WASHINGTON
 PD0038  USGS QUAD   -  PEMBROKE (1977)
 PD0038
 PD0038                         *CURRENT SURVEY CONTROL
 PD0038  ___________________________________________________________________
 PD0038* NAD 83(1986)-  44 54 14.     (N)    067 13 44.     (W)     SCALED    
 PD0038* NAVD 88     -        17.188  (meters)      56.39   (feet)  ADJUSTED  
 PD0038  ___________________________________________________________________
 PD0038  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 PD0038  DYNAMIC HT  -          17.187 (meters)      56.39  (feet)  COMP
 PD0038  MODELED GRAV-     980,605.9   (mgal)                       NAVD 88
 PD0038
 PD0038  VERT ORDER  -  FIRST     CLASS II
 PD0038
 PD0038.The horizontal coordinates were scaled from a topographic map and have
 PD0038.an estimated accuracy of +/- 6 seconds.
 PD0038
 PD0038.The orthometric height was determined by differential leveling
 PD0038.and adjusted by the National Geodetic Survey in June 1991..
 PD0038
 PD0038.The geoid height was determined by GEOID03.
 PD0038
 PD0038.The dynamic height is computed by dividing the NAVD 88
 PD0038.geopotential number by the normal gravity value computed on the
 PD0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0038.degrees latitude (g = 980.6199 gals.).
 PD0038
 PD0038.The modeled gravity was interpolated from observed gravity values.
 PD0038
 PD0038;                    North         East    Units  Estimated Accuracy
 PD0038;SPC ME E     -   138,250.      400,380.      MT  (+/- 180 meters Scaled)
 PD0038
 PD0038                          SUPERSEDED SURVEY CONTROL
 PD0038
 PD0038  NGVD 29 (??/??/92)   17.388  (m)           57.05   (f) ADJ UNCH    1 2
 PD0038
 PD0038.Superseded values are not recommended for survey control.
 PD0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0038.See file dsdata.txt to determine how the superseded data were derived.
 PD0038
 PD0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK398738(NAD 83)
 PD0038_MARKER: DB = BENCH MARK DISK
 PD0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PD0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PD0038_STAMPING: H 66 1935
 PD0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0038+STABILITY: SURFACE MOTION
 PD0038
 PD0038  HISTORY     - Date     Condition        Report By
 PD0038  HISTORY     - 1935     MONUMENTED       CGS
 PD0038  HISTORY     - 1953     GOOD             NGS
 PD0038
 PD0038                          STATION DESCRIPTION
 PD0038
 PD0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 PD0038'AT DENNYSVILLE.
 PD0038'AT DENNYSVILLE, ABOUT 0.9 MILE NORTHEAST ALONG A BLACK TOP ROAD
 PD0038'FROM THE MAINE CENTRAL RAILROAD STATION, ABOUT 0.1 MILE SOUTHWEST
 PD0038'OF JUNCTION OF U.S. HIGHWAY 1, AT THE CENTER OF THE SOUTH SIDE OF
 PD0038'THE SCHOOL YARD, 23 FEET NORTH OF CENTER LINE OF A STREET, ABOUT
 PD0038'69 FEET SOUTH OF GRADE SCHOOL, 8.5 FEET SOUTHWEST OF EDGE OF A
 PD0038'WALK LEADING TO SCHOOL AND SET IN THE TOP OF A CONCRETE POST
 PD0038'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0044 ***********************************************************************
 PD0044  DESIGNATION -  H 67
 PD0044  PID         -  PD0044
 PD0044  STATE/COUNTY-  ME/WASHINGTON
 PD0044  USGS QUAD   -  EASTPORT (1977)
 PD0044
 PD0044                         *CURRENT SURVEY CONTROL
 PD0044  ___________________________________________________________________
 PD0044* NAD 83(1986)-  44 57 21.     (N)    067 02 24.     (W)     SCALED    
 PD0044* NAVD 88     -         9.148  (meters)      30.01   (feet)  ADJUSTED  
 PD0044  ___________________________________________________________________
 PD0044  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 PD0044  DYNAMIC HT  -           9.148 (meters)      30.01  (feet)  COMP
 PD0044  MODELED GRAV-     980,617.0   (mgal)                       NAVD 88
 PD0044
 PD0044  VERT ORDER  -  SECOND    CLASS 0
 PD0044
 PD0044.The horizontal coordinates were scaled from a topographic map and have
 PD0044.an estimated accuracy of +/- 6 seconds.
 PD0044
 PD0044.The orthometric height was determined by differential leveling
 PD0044.and adjusted by the National Geodetic Survey in June 1991..
 PD0044
 PD0044.The geoid height was determined by GEOID03.
 PD0044
 PD0044.The dynamic height is computed by dividing the NAVD 88
 PD0044.geopotential number by the normal gravity value computed on the
 PD0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0044.degrees latitude (g = 980.6199 gals.).
 PD0044
 PD0044.The modeled gravity was interpolated from observed gravity values.
 PD0044
 PD0044;                    North         East    Units  Estimated Accuracy
 PD0044;SPC ME E     -   144,270.      415,190.      MT  (+/- 180 meters Scaled)
 PD0044
 PD0044                          SUPERSEDED SURVEY CONTROL
 PD0044
 PD0044  NGVD 29 (??/??/92)    9.340  (m)           30.64   (f) ADJ UNCH    2 0
 PD0044
 PD0044.Superseded values are not recommended for survey control.
 PD0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0044.See file dsdata.txt to determine how the superseded data were derived.
 PD0044
 PD0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK545799(NAD 83)
 PD0044_MARKER: DB = BENCH MARK DISK
 PD0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PD0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PD0044_STAMPING: H 67 1935
 PD0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0044+STABILITY: SURFACE MOTION
 PD0044
 PD0044  HISTORY     - Date     Condition        Report By
 PD0044  HISTORY     - 1935     MONUMENTED       CGS
 PD0044  HISTORY     - 1946     POOR             NGS
 PD0044  HISTORY     - 1978     MARK NOT FOUND   NGS
 PD0044
 PD0044                          STATION DESCRIPTION
 PD0044
 PD0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PD0044'AT PLEASANT POINT.
 PD0044'AT PLEASANT POINT, WASHINGTON COUNTY, ON A DIRT ROAD, BETWEEN
 PD0044'A CATHOLIC CHURCH AND A SCHOOL, ABOUT 63 FEET NORTHEAST OF
 PD0044'THE NORTHEAST CORNER OF THE SCHOOL, AND 32.5 FEET SOUTH OF
 PD0044'THE SOUTH SIDE OF THE CHURCH.  A STANDARD DISK, STAMPED H 67
 PD0044'1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 PD0044'1/2 FOOT ABOVE GROUND.
 PD0044
 PD0044                          STATION RECOVERY (1946)
 PD0044
 PD0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 PD0044'MARK RECOVERED IN POOR CONDITION.
 PD0044
 PD0044                          STATION RECOVERY (1978)
 PD0044
 PD0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PD0044'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0094 ***********************************************************************
 PD0094  CBN         -  This is a Cooperative Base Network Control Station.
 PD0094  DESIGNATION -  H 68 RESET 1942
 PD0094  PID         -  PD0094
 PD0094  STATE/COUNTY-  ME/WASHINGTON
 PD0094  USGS QUAD   -  CUTLER (1993)
 PD0094
 PD0094                         *CURRENT SURVEY CONTROL
 PD0094  ___________________________________________________________________
 PD0094* NAD 83(1996)-  44 41 07.73641(N)    067 10 39.20966(W)     ADJUSTED  
 PD0094* NAVD 88     -        33.312  (meters)     109.29   (feet)  ADJUSTED  
 PD0094  ___________________________________________________________________
 PD0094  X           -   1,761,830.885 (meters)                     COMP
 PD0094  Y           -  -4,186,638.965 (meters)                     COMP
 PD0094  Z           -   4,462,573.653 (meters)                     COMP
 PD0094  LAPLACE CORR-           3.42  (seconds)                    DEFLEC99
 PD0094  ELLIP HEIGHT-          10.96  (meters)          (04/26/01) GPS OBS
 PD0094  GEOID HEIGHT-         -22.37  (meters)                     GEOID03
 PD0094  DYNAMIC HT  -          33.312 (meters)     109.29  (feet)  COMP
 PD0094  MODELED GRAV-     980,619.1   (mgal)                       NAVD 88
 PD0094
 PD0094  HORZ ORDER  -  A
 PD0094  VERT ORDER  -  FIRST     CLASS II
 PD0094  ELLP ORDER  -  FOURTH    CLASS I
 PD0094
 PD0094.The horizontal coordinates were established by GPS observations
 PD0094.and adjusted by the National Geodetic Survey in April 2001..
 PD0094
 PD0094.The orthometric height was determined by differential leveling
 PD0094.and adjusted by the National Geodetic Survey in June 1991..
 PD0094
 PD0094.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PD0094
 PD0094.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0094
 PD0094.The ellipsoidal height was determined by GPS observations
 PD0094.and is referenced to NAD 83.
 PD0094
 PD0094.The geoid height was determined by GEOID03.
 PD0094
 PD0094.The dynamic height is computed by dividing the NAVD 88
 PD0094.geopotential number by the normal gravity value computed on the
 PD0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0094.degrees latitude (g = 980.6199 gals.).
 PD0094
 PD0094.The modeled gravity was interpolated from observed gravity values.
 PD0094
 PD0094;                    North         East     Units Scale Factor Converg.
 PD0094;SPC ME E     -   114,045.885   404,828.853   MT  1.00003509   +0 55 48.2
 PD0094;UTM  19      - 4,949,627.881   644,420.235   MT  0.99985649   +1 16 54.4
 PD0094
 PD0094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0094!SPC ME E     -   0.99999828  x   1.00003509  =   1.00003337
 PD0094!UTM  19      -   0.99999828  x   0.99985649  =   0.99985477
 PD0094
 PD0094                          SUPERSEDED SURVEY CONTROL
 PD0094
 PD0094  NAVD 88 (04/26/01)   33.31   (m)          109.3    (f) LEVELING    3  
 PD0094  NGVD 29 (??/??/92)   33.480  (m)          109.84   (f) ADJ UNCH    1 2
 PD0094
 PD0094.Superseded values are not recommended for survey control.
 PD0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0094.See file dsdata.txt to determine how the superseded data were derived.
 PD0094
 PD0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK4442049628(NAD 83)
 PD0094_MARKER: DB = BENCH MARK DISK
 PD0094_SETTING: 80 = SET IN A BOULDER
 PD0094_SP_SET: BOULDER
 PD0094_STAMPING: H 68 1935 RESET 1942
 PD0094_MARK LOGO: CGS   
 PD0094_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PD0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0094+STABILITY: SURFACE MOTION
 PD0094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PD0094+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2000
 PD0094
 PD0094  HISTORY     - Date     Condition        Report By
 PD0094  HISTORY     - 1942     MONUMENTED       CGS
 PD0094  HISTORY     - 1946     GOOD             NGS
 PD0094  HISTORY     - 1978     GOOD             NGS
 PD0094  HISTORY     - 20000714 GOOD             MEDT
 PD0094
 PD0094                          STATION DESCRIPTION
 PD0094
 PD0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PD0094'2.4 MI NE FROM CUTLER.
 PD0094'2.4 MILES NORTHEAST ALONG STATE HIGHWAY 191 FROM THE SCHOOL AT
 PD0094'CUTLER, WASHINGTON COUNTY, IN A GROUP OF OUTCROPPING BOULDERS
 PD0094'NORTH OF THE HIGHWAY, ABOUT 153 FEET WEST OF A WOODEN BRIDGE
 PD0094'OVER A SMALL STREAM, ABOUT 150 FEET EAST OF THE SUMMIT OF A
 PD0094'SMALL HILL, 35 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, IN
 PD0094'THE TOP OF A LARGE OUTCROPPING BOULDER, ABOUT 2 FEET ABOVE
 PD0094'GROUND, AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK,
 PD0094'STAMPED H 68 1935 RESET 1942.
 PD0094
 PD0094                          STATION RECOVERY (1946)
 PD0094
 PD0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 PD0094'RECOVERED IN GOOD CONDITION.
 PD0094
 PD0094                          STATION RECOVERY (1978)
 PD0094
 PD0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PD0094'RECOVERED IN GOOD CONDITION.
 PD0094
 PD0094                          STATION RECOVERY (2000)
 PD0094
 PD0094'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 2000 (TL)
 PD0094'THE STATION IS LOCATED ABOUT 14 MI (22.5 KM) SOUTHWEST OF LUBEC, 13 MI
 PD0094'(20.9 KM) EAST-SOUTHEAST OF MACHIAS AND 2.4 MI (3.9 KM) NORTHEAST OF
 PD0094'CUTLER.  OWNERSHIP--MAINE DEPARTMENT OF TRANSPORTATION.  TO REACH FROM
 PD0094'THE POST OFFICE AND FIREHOUSE IN CUTLER, GO NORTHEAST FOR 2.4 MI (3.9
 PD0094'KM) ON STATE HIGHWAY 191 TO THE STATION ON THE LEFT.  LOCATED ABOUT
 PD0094'150 FT (45.7 M) NORTHEAST OF A GATED ENTRANCE TO A GRAVEL PIT, 40.9 FT
 PD0094'(12.5 M) EAST-NORTHEAST OF UTILITY POLE NUMBER 80 AND 36 FT (11.0 M)
 PD0094'NORTH OF THE CENTERLINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0356 ***********************************************************************
 PD0356  DESIGNATION -  H 69
 PD0356  PID         -  PD0356
 PD0356  STATE/COUNTY-  ME/WASHINGTON
 PD0356  USGS QUAD   -  CHERRYFIELD (1978)
 PD0356
 PD0356                         *CURRENT SURVEY CONTROL
 PD0356  ___________________________________________________________________
 PD0356* NAD 83(1986)-  44 31 05.     (N)    067 53 59.     (W)     SCALED    
 PD0356* NAVD 88     -        30.613  (meters)     100.44   (feet)  ADJUSTED  
 PD0356  ___________________________________________________________________
 PD0356  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 PD0356  DYNAMIC HT  -          30.611 (meters)     100.43  (feet)  COMP
 PD0356  MODELED GRAV-     980,579.1   (mgal)                       NAVD 88
 PD0356
 PD0356  VERT ORDER  -  SECOND    CLASS 0
 PD0356
 PD0356.The horizontal coordinates were scaled from a topographic map and have
 PD0356.an estimated accuracy of +/- 6 seconds.
 PD0356
 PD0356.The orthometric height was determined by differential leveling
 PD0356.and adjusted by the National Geodetic Survey in June 1991..
 PD0356
 PD0356.The geoid height was determined by GEOID03.
 PD0356
 PD0356.The dynamic height is computed by dividing the NAVD 88
 PD0356.geopotential number by the normal gravity value computed on the
 PD0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0356.degrees latitude (g = 980.6199 gals.).
 PD0356
 PD0356.The modeled gravity was interpolated from observed gravity values.
 PD0356
 PD0356;                    North         East    Units  Estimated Accuracy
 PD0356;SPC ME E     -    94,770.      347,720.      MT  (+/- 180 meters Scaled)
 PD0356
 PD0356                          SUPERSEDED SURVEY CONTROL
 PD0356
 PD0356  NGVD 29 (??/??/92)   30.808  (m)          101.08   (f) ADJ UNCH    2 0
 PD0356
 PD0356.Superseded values are not recommended for survey control.
 PD0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0356.See file dsdata.txt to determine how the superseded data were derived.
 PD0356
 PD0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK874300(NAD 83)
 PD0356_MARKER: DB = BENCH MARK DISK
 PD0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PD0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PD0356_STAMPING: H 69 1935
 PD0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0356+STABILITY: SURFACE MOTION
 PD0356
 PD0356  HISTORY     - Date     Condition        Report By
 PD0356  HISTORY     - 1935     MONUMENTED       CGS
 PD0356  HISTORY     - 1966     GOOD             NGS
 PD0356
 PD0356                          STATION DESCRIPTION
 PD0356
 PD0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PD0356'1.8 MI SW FROM MILBRIDGE.
 PD0356'1.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE
 PD0356'AT MILBRIDGE, NEAR THE SUMMIT OF A HILL, NEAR THE STEUBEN-MILBRIDGE
 PD0356'TOWN LINE SIGN, 25.5 FEET SOUTH OF THE CENTER LINE OF THE
 PD0356'HIGHWAY, 103 FEET SOUTHEAST OF AND ACROSS THE HIGHWAY FROM
 PD0356'THE MILBRIDGE-STEUBEN TOWN LINE SIGN, 8 FEET SOUTHWEST OF CABLE
 PD0356'LINE POLE NO. 254-1020, ABOUT LEVEL WITH THE HIGHWAY AND SET IN
 PD0356'THE TOP OF A CONCRETE POST PROJECTING 12 INCHES ABOVE THE LEVEL
 PD0356'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0193 ***********************************************************************
 PD0193  DESIGNATION -  H 75
 PD0193  PID         -  PD0193
 PD0193  STATE/COUNTY-  ME/WASHINGTON
 PD0193  USGS QUAD   -  LAKE CATHANCE (1987)
 PD0193
 PD0193                         *CURRENT SURVEY CONTROL
 PD0193  ___________________________________________________________________
 PD0193* NAD 83(1986)-  44 54 17.     (N)    067 25 12.     (W)     SCALED    
 PD0193* NAVD 88     -        88.047  (meters)     288.87   (feet)  ADJUSTED  
 PD0193  ___________________________________________________________________
 PD0193  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 PD0193  DYNAMIC HT  -          88.044 (meters)     288.86  (feet)  COMP
 PD0193  MODELED GRAV-     980,578.4   (mgal)                       NAVD 88
 PD0193
 PD0193  VERT ORDER  -  SECOND    CLASS 0
 PD0193
 PD0193.The horizontal coordinates were scaled from a topographic map and have
 PD0193.an estimated accuracy of +/- 6 seconds.
 PD0193
 PD0193.The orthometric height was determined by differential leveling
 PD0193.and adjusted by the National Geodetic Survey in June 1991..
 PD0193
 PD0193.The geoid height was determined by GEOID03.
 PD0193
 PD0193.The dynamic height is computed by dividing the NAVD 88
 PD0193.geopotential number by the normal gravity value computed on the
 PD0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0193.degrees latitude (g = 980.6199 gals.).
 PD0193
 PD0193.The modeled gravity was interpolated from observed gravity values.
 PD0193
 PD0193;                    North         East    Units  Estimated Accuracy
 PD0193;SPC ME E     -   138,120.      385,290.      MT  (+/- 180 meters Scaled)
 PD0193
 PD0193                          SUPERSEDED SURVEY CONTROL
 PD0193
 PD0193  NGVD 29 (??/??/92)   88.253  (m)          289.54   (f) ADJ UNCH    2 0
 PD0193
 PD0193.Superseded values are not recommended for survey control.
 PD0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0193.See file dsdata.txt to determine how the superseded data were derived.
 PD0193
 PD0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK247735(NAD 83)
 PD0193_MARKER: DB = BENCH MARK DISK
 PD0193_SETTING: 66 = SET IN ROCK OUTCROP
 PD0193_SP_SET: ROCK OUTCROP
 PD0193_STAMPING: H 75 1935
 PD0193_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0193+STABILITY: POSITION/ELEVATION WELL
 PD0193
 PD0193  HISTORY     - Date     Condition        Report By
 PD0193  HISTORY     - 1935     MONUMENTED       CGS
 PD0193
 PD0193                          STATION DESCRIPTION
 PD0193
 PD0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PD0193'6.9 MI S FROM COOPERS CORNER.
 PD0193'6.9 MILES SOUTH ALONG STATE HIGHWAY 191 FROM COOPERS CORNER,
 PD0193'WASHINGTON COUNTY, AT WEST RIDGE SCHOOL, 44 FEET WEST OF THE
 PD0193'CENTER LINE OF THE HIGHWAY, 18 FEET NORTH OF THE NORTHEAST CORNER
 PD0193'OF THE SCHOOLHOUSE, IN THE SCHOOLYARD, IN THE TOP OF A ROCK
 PD0193'OUTCROP, AND LEVEL WITH THE GROUND.  A STANDARD DISK, STAMPED
 PD0193'H 75 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0391 ***********************************************************************
 PD0391  DESIGNATION -  H 76
 PD0391  PID         -  PD0391
 PD0391  STATE/COUNTY-  ME/WASHINGTON
 PD0391  USGS QUAD   -  WESLEY (1990)
 PD0391
 PD0391                         *CURRENT SURVEY CONTROL
 PD0391  ___________________________________________________________________
 PD0391* NAD 83(1986)-  44 55 48.     (N)    067 39 46.     (W)     SCALED    
 PD0391* NAVD 88     -        90.890  (meters)     298.19   (feet)  ADJUSTED  
 PD0391  ___________________________________________________________________
 PD0391  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 PD0391  DYNAMIC HT  -          90.886 (meters)     298.18  (feet)  COMP
 PD0391  MODELED GRAV-     980,569.9   (mgal)                       NAVD 88
 PD0391
 PD0391  VERT ORDER  -  SECOND    CLASS 0
 PD0391
 PD0391.The horizontal coordinates were scaled from a topographic map and have
 PD0391.an estimated accuracy of +/- 6 seconds.
 PD0391
 PD0391.The orthometric height was determined by differential leveling
 PD0391.and adjusted by the National Geodetic Survey in June 1991..
 PD0391
 PD0391.The geoid height was determined by GEOID03.
 PD0391
 PD0391.The dynamic height is computed by dividing the NAVD 88
 PD0391.geopotential number by the normal gravity value computed on the
 PD0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0391.degrees latitude (g = 980.6199 gals.).
 PD0391
 PD0391.The modeled gravity was interpolated from observed gravity values.
 PD0391
 PD0391;                    North         East    Units  Estimated Accuracy
 PD0391;SPC ME E     -   140,710.      366,090.      MT  (+/- 180 meters Scaled)
 PD0391
 PD0391                          SUPERSEDED SURVEY CONTROL
 PD0391
 PD0391  NGVD 29 (??/??/92)   91.082  (m)          298.82   (f) ADJ UNCH    2 0
 PD0391
 PD0391.Superseded values are not recommended for survey control.
 PD0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0391.See file dsdata.txt to determine how the superseded data were derived.
 PD0391
 PD0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK055760(NAD 83)
 PD0391_MARKER: DB = BENCH MARK DISK
 PD0391_SETTING: 66 = SET IN ROCK OUTCROP
 PD0391_SP_SET: ROCK OUTCROP
 PD0391_STAMPING: H 76 1935
 PD0391_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0391+STABILITY: POSITION/ELEVATION WELL
 PD0391
 PD0391  HISTORY     - Date     Condition        Report By
 PD0391  HISTORY     - 1935     MONUMENTED       CGS
 PD0391
 PD0391                          STATION DESCRIPTION
 PD0391
 PD0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PD0391'1.4 MI S FROM WESLEY.
 PD0391'1.4 MILES SOUTH ALONG STATE HIGHWAY 192 FROM THE JUNCTION OF
 PD0391'STATE HIGHWAY 9 AT WESLEY, WASHINGTON COUNTY, 50 YARDS NORTH OF
 PD0391'THE TOP OF A SMALL HILL, 20 FEET WEST OF THE CENTER LINE OF THE
 PD0391'HIGHWAY, AND IN THE TOP OF A ROCK OUTCROP.  A STANDARD DISK,
 PD0391'STAMPED H 76 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0002 ***********************************************************************
 PE0002  DESIGNATION -  H 8
 PE0002  PID         -  PE0002
 PE0002  STATE/COUNTY-  ME/HANCOCK
 PE0002  USGS QUAD   -  ELLSWORTH (1981)
 PE0002
 PE0002                         *CURRENT SURVEY CONTROL
 PE0002  ___________________________________________________________________
 PE0002* NAD 83(1986)-  44 36 41.     (N)    068 29 20.     (W)     SCALED    
 PE0002* NAVD 88     -        73.613  (meters)     241.51   (feet)  ADJUSTED  
 PE0002  ___________________________________________________________________
 PE0002  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 PE0002  DYNAMIC HT  -          73.607 (meters)     241.49  (feet)  COMP
 PE0002  MODELED GRAV-     980,537.0   (mgal)                       NAVD 88
 PE0002  OBS GRAVITY -     980,537.1   (mgal)                       GRAV_OBS
 PE0002
 PE0002  VERT ORDER  -  FIRST     CLASS I
 PE0002
 PE0002.The horizontal coordinates were scaled from a topographic map and have
 PE0002.an estimated accuracy of +/- 6 seconds.
 PE0002
 PE0002.The orthometric height was determined by differential leveling
 PE0002.and adjusted by the National Geodetic Survey in June 1991..
 PE0002.WARNING-Repeat measurements at this control monument indicate possible
 PE0002.vertical movement.
 PE0002
 PE0002.The geoid height was determined by GEOID03.
 PE0002
 PE0002.The dynamic height is computed by dividing the NAVD 88
 PE0002.geopotential number by the normal gravity value computed on the
 PE0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0002.degrees latitude (g = 980.6199 gals.).
 PE0002
 PE0002.The modeled gravity was interpolated from observed gravity values.
 PE0002.The observed gravity was obtained from relative gravimeter ties
 PE0002.to the IGSN71 gravity network.
 PE0002
 PE0002;                    North         East    Units  Estimated Accuracy
 PE0002;SPC ME E     -   104,960.      300,880.      MT  (+/- 180 meters Scaled)
 PE0002
 PE0002                          SUPERSEDED SURVEY CONTROL
 PE0002
 PE0002  NGVD 29 (??/??/92)   73.799  (m)          242.12   (f) ADJ UNCH    1 1
 PE0002
 PE0002.Superseded values are not recommended for survey control.
 PE0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0002.See file dsdata.txt to determine how the superseded data were derived.
 PE0002
 PE0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK405399(NAD 83)
 PE0002_MARKER: DB = BENCH MARK DISK
 PE0002_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE0002_SP_SET: BRIDGE WALL
 PE0002_STAMPING: H 8 1927 242.204
 PE0002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0002
 PE0002  HISTORY     - Date     Condition        Report By
 PE0002  HISTORY     - 1927     MONUMENTED       CGS
 PE0002  HISTORY     - 1966     GOOD             NGS
 PE0002  HISTORY     - 1978     GOOD             DMA
 PE0002
 PE0002                          STATION DESCRIPTION
 PE0002
 PE0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0002'4.4 MI NE FROM ELLSWORTH FALLS.
 PE0002'ABOUT 4.4 MILES NORTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM
 PE0002'THE CROSSING OF STATE HIGHWAY 179 AT ELLSWORTH FALLS, 4 RAILS
 PE0002'NORTHWEST OF MILEPOST P160/C110, IN THE TOP OF THE EAST END OF
 PE0002'THE STONE WING WALL AT THE EAST CORNER OF A 30-FOOT BRIDGE OVER
 PE0002'A STREAM, 11.0 FEET NORTHEAST OF THE NORTHEAST RAIL, 3 1/2 FEET
 PE0002'WEST OF THE EAST END OF THE CENTER ONE OF THREE STEPS IN THE
 PE0002'WING WALL, AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
 PE0002
 PE0002                          STATION RECOVERY (1978)
 PE0002
 PE0002'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PE0002'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0549 ***********************************************************************
 QG0549  DESIGNATION -  H 80
 QG0549  PID         -  QG0549
 QG0549  STATE/COUNTY-  ME/PISCATAQUIS
 QG0549  USGS QUAD   -  NORCROSS (1988)
 QG0549
 QG0549                         *CURRENT SURVEY CONTROL
 QG0549  ___________________________________________________________________
 QG0549* NAD 83(1986)-  45 43 00.     (N)    068 49 39.     (W)     SCALED    
 QG0549* NAVD 88     -       176.071  (meters)     577.66   (feet)  ADJUSTED  
 QG0549  ___________________________________________________________________
 QG0549  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 QG0549  DYNAMIC HT  -         176.075 (meters)     577.67  (feet)  COMP
 QG0549  MODELED GRAV-     980,633.7   (mgal)                       NAVD 88
 QG0549
 QG0549  VERT ORDER  -  SECOND    CLASS 0
 QG0549
 QG0549.The horizontal coordinates were scaled from a topographic map and have
 QG0549.an estimated accuracy of +/- 6 seconds.
 QG0549
 QG0549.The orthometric height was determined by differential leveling
 QG0549.and adjusted by the National Geodetic Survey in June 1991..
 QG0549
 QG0549.The geoid height was determined by GEOID03.
 QG0549
 QG0549.The dynamic height is computed by dividing the NAVD 88
 QG0549.geopotential number by the normal gravity value computed on the
 QG0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0549.degrees latitude (g = 980.6199 gals.).
 QG0549
 QG0549.The modeled gravity was interpolated from observed gravity values.
 QG0549
 QG0549;                    North         East    Units  Estimated Accuracy
 QG0549;SPC ME E     -   227,840.      274,500.      MT  (+/- 180 meters Scaled)
 QG0549
 QG0549                          SUPERSEDED SURVEY CONTROL
 QG0549
 QG0549  NGVD 29 (??/??/92)  176.237  (m)          578.20   (f) ADJ UNCH    2 0
 QG0549
 QG0549.Superseded values are not recommended for survey control.
 QG0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0549.See file dsdata.txt to determine how the superseded data were derived.
 QG0549
 QG0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL134625(NAD 83)
 QG0549_MARKER: DB = BENCH MARK DISK
 QG0549_SETTING: 80 = SET IN A BOULDER
 QG0549_SP_SET: BOULDER
 QG0549_STAMPING: H 80 1942
 QG0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0549+STABILITY: SURFACE MOTION
 QG0549
 QG0549  HISTORY     - Date     Condition        Report By
 QG0549  HISTORY     - 1942     MONUMENTED       CGS
 QG0549
 QG0549                          STATION DESCRIPTION
 QG0549
 QG0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0549'7 MI NW FROM MILLINOCKET.
 QG0549'7.0 MILES NORTHWEST ALONG THE BAXTER STATE PARK ROAD FROM THE
 QG0549'BANGOR AND AROOSTOOK RAILROAD STATION AT MILLINOCKET, PENOBSCOT
 QG0549'COUNTY, 400 FEET SOUTH OF A CURVE, AT THE INTERSECTION OF THE
 QG0549'NEW AND OLD ROADS, 30.5 FEET EAST OF THE CENTER LINE OF THE ROAD,
 QG0549'IN THE TOP OF THE WEST EDGE OF A 9-FOOT GRANITE BOULDER, AND
 QG0549'ABOUT 3 FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAPMED
 QG0549'H 80 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0678 ***********************************************************************
 QG0678  DESIGNATION -  H 81
 QG0678  PID         -  QG0678
 QG0678  STATE/COUNTY-  ME/PISCATAQUIS
 QG0678  USGS QUAD   -  DOUBLETOP MTN (1988)
 QG0678
 QG0678                         *CURRENT SURVEY CONTROL
 QG0678  ___________________________________________________________________
 QG0678* NAD 83(1986)-  45 56 32.     (N)    069 02 41.     (W)     SCALED    
 QG0678* NAVD 88     -       367.842  (meters)    1206.83   (feet)  ADJUSTED  
 QG0678  ___________________________________________________________________
 QG0678  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 QG0678  DYNAMIC HT  -         367.842 (meters)    1206.83  (feet)  COMP
 QG0678  MODELED GRAV-     980,602.9   (mgal)                       NAVD 88
 QG0678
 QG0678  VERT ORDER  -  SECOND    CLASS 0
 QG0678
 QG0678.The horizontal coordinates were scaled from a topographic map and have
 QG0678.an estimated accuracy of +/- 6 seconds.
 QG0678
 QG0678.The orthometric height was determined by differential leveling
 QG0678.and adjusted by the National Geodetic Survey in June 1991..
 QG0678
 QG0678.The geoid height was determined by GEOID03.
 QG0678
 QG0678.The dynamic height is computed by dividing the NAVD 88
 QG0678.geopotential number by the normal gravity value computed on the
 QG0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0678.degrees latitude (g = 980.6199 gals.).
 QG0678
 QG0678.The modeled gravity was interpolated from observed gravity values.
 QG0678
 QG0678;                    North         East    Units  Estimated Accuracy
 QG0678;SPC ME E     -   253,000.      257,760.      MT  (+/- 180 meters Scaled)
 QG0678
 QG0678                          SUPERSEDED SURVEY CONTROL
 QG0678
 QG0678  NGVD 29 (??/??/92)  367.995  (m)         1207.33   (f) ADJ UNCH    2 0
 QG0678
 QG0678.Superseded values are not recommended for survey control.
 QG0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0678.See file dsdata.txt to determine how the superseded data were derived.
 QG0678
 QG0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL965876(NAD 83)
 QG0678_MARKER: DB = BENCH MARK DISK
 QG0678_SETTING: 80 = SET IN A BOULDER
 QG0678_SP_SET: BOULDER
 QG0678_STAMPING: H 81 1942
 QG0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0678+STABILITY: SURFACE MOTION
 QG0678
 QG0678  HISTORY     - Date     Condition        Report By
 QG0678  HISTORY     - 1942     MONUMENTED       CGS
 QG0678
 QG0678                          STATION DESCRIPTION
 QG0678
 QG0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0678'30.1 MI NW FROM MILLINOCKET.
 QG0678'IN PISCATAQUIS COUNTY, 30.1 MILES NORTHWEST OF MILLINOCKET,
 QG0678'PENOBSCOT COUNTY.  THIS BENCH MARK MAY BE REACHED FROM THE BANGOR
 QG0678'AND AROOSTOOK RAILROAD STATION BY GOING 24.2 MILES NORTHWEST
 QG0678'ALONG THE BAXTER STATE PARK ROAD TO THE KATAHDIN STREAM RANGER
 QG0678'STATION, THENCE 5.9 MILES NORTHWEST PAST THE RANGER STATION.  IT IS
 QG0678'83 FEET SOUTH OF A BRIDGE OVER A SMALL STREAM, 15 FEET WEST OF THE
 QG0678'CENTER LINE OF THE ROAD, IN THE TOP OF THE WEST END OF A 4- BY
 QG0678'9-FOOT GRANITE BOULDER, ABOUT 2 FEET HIGHER THAN THE ROAD, AND
 QG0678'0.5 FOOT BELOW THE TOP OF THE BOULDER.  A STANDARD DISK, STAMPED
 QG0678'H 81 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0517 ***********************************************************************
 QG0517  DESIGNATION -  H 82
 QG0517  PID         -  QG0517
 QG0517  STATE/COUNTY-  ME/PENOBSCOT
 QG0517  USGS QUAD   -  MILLINOCKET (1988)
 QG0517
 QG0517                         *CURRENT SURVEY CONTROL
 QG0517  ___________________________________________________________________
 QG0517* NAD 83(1986)-  45 40 38.     (N)    068 39 15.     (W)     SCALED    
 QG0517* NAVD 88     -       123.885  (meters)     406.45   (feet)  ADJUSTED  
 QG0517  ___________________________________________________________________
 QG0517  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 QG0517  DYNAMIC HT  -         123.887 (meters)     406.45  (feet)  COMP
 QG0517  MODELED GRAV-     980,632.0   (mgal)                       NAVD 88
 QG0517
 QG0517  VERT ORDER  -  SECOND    CLASS 0
 QG0517
 QG0517.The horizontal coordinates were scaled from a topographic map and have
 QG0517.an estimated accuracy of +/- 6 seconds.
 QG0517
 QG0517.The orthometric height was determined by differential leveling
 QG0517.and adjusted by the National Geodetic Survey in June 1991..
 QG0517
 QG0517.The geoid height was determined by GEOID03.
 QG0517
 QG0517.The dynamic height is computed by dividing the NAVD 88
 QG0517.geopotential number by the normal gravity value computed on the
 QG0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0517.degrees latitude (g = 980.6199 gals.).
 QG0517
 QG0517.The modeled gravity was interpolated from observed gravity values.
 QG0517
 QG0517;                    North         East    Units  Estimated Accuracy
 QG0517;SPC ME E     -   223,410.      287,990.      MT  (+/- 180 meters Scaled)
 QG0517
 QG0517                          SUPERSEDED SURVEY CONTROL
 QG0517
 QG0517  NGVD 29 (??/??/92)  124.053  (m)          407.00   (f) ADJ UNCH    2 0
 QG0517
 QG0517.Superseded values are not recommended for survey control.
 QG0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0517.See file dsdata.txt to determine how the superseded data were derived.
 QG0517
 QG0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL269582(NAD 83)
 QG0517_MARKER: DB = BENCH MARK DISK
 QG0517_SETTING: 80 = SET IN A BOULDER
 QG0517_SP_SET: BOULDER
 QG0517_STAMPING: H 82 1942
 QG0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0517+STABILITY: SURFACE MOTION
 QG0517
 QG0517  HISTORY     - Date     Condition        Report By
 QG0517  HISTORY     - 1942     MONUMENTED       CGS
 QG0517
 QG0517                          STATION DESCRIPTION
 QG0517
 QG0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0517'3.3 MI NE FROM MILLINOCKET.
 QG0517'3.3 MILES NORTHEAST ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 QG0517'THE STATION AT MILLINOCKET, PENOBSCOT COUNTY, 105 FEET SOUTHEAST
 QG0517'OF MILEPOST 108, 19.5 FEET SOUTH OF THE CENTER LINE OF THE TRACK,
 QG0517'IN THE TOP OF A BLACK BOULDER ABOUT 5 FEET IN DIAMETER AND PROJECTING
 QG0517'2.5 FEET ABOVE THE GROUND, AND ABOUT 3 FEET LOWER THAN THE TRACK.
 QG0517'A STANDARD DISK, STAMPED H 82 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0344 ***********************************************************************
 QG0344  DESIGNATION -  H 83
 QG0344  PID         -  QG0344
 QG0344  STATE/COUNTY-  ME/PENOBSCOT
 QG0344  USGS QUAD   -  LAGRANGE (1983)
 QG0344
 QG0344                         *CURRENT SURVEY CONTROL
 QG0344  ___________________________________________________________________
 QG0344* NAD 83(1986)-  45 09 14.     (N)    068 50 41.     (W)     SCALED    
 QG0344* NAVD 88     -        65.906  (meters)     216.23   (feet)  ADJUSTED  
 QG0344  ___________________________________________________________________
 QG0344  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 QG0344  DYNAMIC HT  -          65.905 (meters)     216.22  (feet)  COMP
 QG0344  MODELED GRAV-     980,605.0   (mgal)                       NAVD 88
 QG0344
 QG0344  VERT ORDER  -  FIRST     CLASS II
 QG0344
 QG0344.The horizontal coordinates were scaled from a topographic map and have
 QG0344.an estimated accuracy of +/- 6 seconds.
 QG0344
 QG0344.The orthometric height was determined by differential leveling
 QG0344.and adjusted by the National Geodetic Survey in June 1991..
 QG0344.WARNING-Repeat measurements at this control monument indicate possible
 QG0344.vertical movement.
 QG0344
 QG0344.The geoid height was determined by GEOID03.
 QG0344
 QG0344.The dynamic height is computed by dividing the NAVD 88
 QG0344.geopotential number by the normal gravity value computed on the
 QG0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0344.degrees latitude (g = 980.6199 gals.).
 QG0344
 QG0344.The modeled gravity was interpolated from observed gravity values.
 QG0344
 QG0344;                    North         East    Units  Estimated Accuracy
 QG0344;SPC ME E     -   165,300.      272,900.      MT  (+/- 180 meters Scaled)
 QG0344
 QG0344                          SUPERSEDED SURVEY CONTROL
 QG0344
 QG0344  NGVD 29 (??/??/92)   66.076  (m)          216.78   (f) ADJ UNCH    1 2
 QG0344
 QG0344.Superseded values are not recommended for survey control.
 QG0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0344.See file dsdata.txt to determine how the superseded data were derived.
 QG0344
 QG0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL122000(NAD 83)
 QG0344_MARKER: DB = BENCH MARK DISK
 QG0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0344_STAMPING: H 83 1942
 QG0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0344+STABILITY: SURFACE MOTION
 QG0344
 QG0344  HISTORY     - Date     Condition        Report By
 QG0344  HISTORY     - 1942     MONUMENTED       CGS
 QG0344  HISTORY     - 1953     GOOD             NGS
 QG0344  HISTORY     - 1978     GOOD             NGS
 QG0344
 QG0344                          STATION DESCRIPTION
 QG0344
 QG0344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 QG0344'0.6 MI S FROM LAGRANGE.
 QG0344'0.6 MILE SOUTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM THE
 QG0344'STATION AT LAGRANGE, ABOUT 0.1 MILE NORTH OF A PRIVATE ROAD
 QG0344'CROSSING, ABOUT 6 1/2 RAILS SOUTH OF MILE POST 57, ABOUT 6 1/2 RAILS
 QG0344'NORTH OF CULVERT NO. 56.90, AT THE SOUTH END OF A ROW OF SMALL
 QG0344'EVERGREEN TREES, 21 FEET WEST OF WEST RAIL, 20 FEET SOUTH OF THE
 QG0344'SOUTH MOST TREE IN ROW, 2 FEET EAST OF A FENCE LINE, 3 1/2 FEET
 QG0344'NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF
 QG0344'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 QG0344
 QG0344                          STATION RECOVERY (1978)
 QG0344
 QG0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0344'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0368 ***********************************************************************
 QG0368  DESIGNATION -  H 84
 QG0368  PID         -  QG0368
 QG0368  STATE/COUNTY-  ME/PENOBSCOT
 QG0368  USGS QUAD   -  GREENBUSH (1988)
 QG0368
 QG0368                         *CURRENT SURVEY CONTROL
 QG0368  ___________________________________________________________________
 QG0368* NAD 83(1986)-  45 00 50.     (N)    068 43 21.     (W)     SCALED    
 QG0368* NAVD 88     -        48.293  (meters)     158.44   (feet)  ADJUSTED  
 QG0368  ___________________________________________________________________
 QG0368  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 QG0368  DYNAMIC HT  -          48.292 (meters)     158.44  (feet)  COMP
 QG0368  MODELED GRAV-     980,604.1   (mgal)                       NAVD 88
 QG0368
 QG0368  VERT ORDER  -  SECOND    CLASS 0
 QG0368
 QG0368.The horizontal coordinates were scaled from a topographic map and have
 QG0368.an estimated accuracy of +/- 6 seconds.
 QG0368
 QG0368.The orthometric height was determined by differential leveling
 QG0368.and adjusted by the National Geodetic Survey in June 1991..
 QG0368
 QG0368.The geoid height was determined by GEOID03.
 QG0368
 QG0368.The dynamic height is computed by dividing the NAVD 88
 QG0368.geopotential number by the normal gravity value computed on the
 QG0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0368.degrees latitude (g = 980.6199 gals.).
 QG0368
 QG0368.The modeled gravity was interpolated from observed gravity values.
 QG0368
 QG0368;                    North         East    Units  Estimated Accuracy
 QG0368;SPC ME E     -   149,710.      282,460.      MT  (+/- 180 meters Scaled)
 QG0368
 QG0368                          SUPERSEDED SURVEY CONTROL
 QG0368
 QG0368  NGVD 29 (??/??/92)   48.485  (m)          159.07   (f) ADJ UNCH    2 0
 QG0368
 QG0368.Superseded values are not recommended for survey control.
 QG0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0368.See file dsdata.txt to determine how the superseded data were derived.
 QG0368
 QG0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK218845(NAD 83)
 QG0368_MARKER: DB = BENCH MARK DISK
 QG0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0368_STAMPING: H 84 1942
 QG0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0368+STABILITY: SURFACE MOTION
 QG0368
 QG0368  HISTORY     - Date     Condition        Report By
 QG0368  HISTORY     - 1942     MONUMENTED       CGS
 QG0368
 QG0368                          STATION DESCRIPTION
 QG0368
 QG0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0368'3 MI W FROM OLD TOWN.
 QG0368'3.0 MILES WEST ALONG STATE HIGHWAY 43 FROM THE INTERSECTION OF
 QG0368'U.S. HIGHWAY 2 AT OLD TOWN, PENOBSCOT COUNTY, THENCE ABOUT 4.8
 QG0368'MILES NORTH ALONG STATE HIGHWAY 155, ABOUT 150 FEET SOUTH OF THE
 QG0368'INTERSECTION OF THE OLD HIGHWAY, 25 FEET EAST OF THE CENTER LINE
 QG0368'OF STATE HIGHWAY 155, 11 FEET NORTH OF A POWER-TRANSMISSION LINE
 QG0368'POLE WITH A GUY WIRE, 3 FEET SOUTH OF A WHITE WOODEN WITNESS
 QG0368'POST, ON THE SOUTH SLOPE OF A SMALL GRAVEL HILL, AND ABOUT LEVEL
 QG0368'WITH THE HIGHWAY.  A STANDARD DISK, STAMPED H 84 1942 AND SET IN
 QG0368'THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0650 ***********************************************************************
 QG0650  DESIGNATION -  H 86
 QG0650  PID         -  QG0650
 QG0650  STATE/COUNTY-  ME/PISCATAQUIS
 QG0650  USGS QUAD   -  CARIBOU LAKE SOUTH (1988)
 QG0650
 QG0650                         *CURRENT SURVEY CONTROL
 QG0650  ___________________________________________________________________
 QG0650* NAD 83(1986)-  45 47 55.     (N)    069 17 35.     (W)     SCALED    
 QG0650* NAVD 88     -       324.571  (meters)    1064.86   (feet)  ADJUSTED  
 QG0650  ___________________________________________________________________
 QG0650  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 QG0650  DYNAMIC HT  -         324.574 (meters)    1064.87  (feet)  COMP
 QG0650  MODELED GRAV-     980,614.2   (mgal)                       NAVD 88
 QG0650
 QG0650  VERT ORDER  -  SECOND    CLASS 0
 QG0650
 QG0650.The horizontal coordinates were scaled from a topographic map and have
 QG0650.an estimated accuracy of +/- 6 seconds.
 QG0650
 QG0650.The orthometric height was determined by differential leveling
 QG0650.and adjusted by the National Geodetic Survey in June 1991..
 QG0650
 QG0650.The geoid height was determined by GEOID03.
 QG0650
 QG0650.The dynamic height is computed by dividing the NAVD 88
 QG0650.geopotential number by the normal gravity value computed on the
 QG0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0650.degrees latitude (g = 980.6199 gals.).
 QG0650
 QG0650.The modeled gravity was interpolated from observed gravity values.
 QG0650
 QG0650;                    North         East    Units  Estimated Accuracy
 QG0650;SPC ME E     -   237,200.      238,350.      MT  (+/- 180 meters Scaled)
 QG0650
 QG0650                          SUPERSEDED SURVEY CONTROL
 QG0650
 QG0650  NGVD 29 (??/??/92)  324.726  (m)         1065.37   (f) ADJ UNCH    2 0
 QG0650
 QG0650.Superseded values are not recommended for survey control.
 QG0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0650.See file dsdata.txt to determine how the superseded data were derived.
 QG0650
 QG0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL772717(NAD 83)
 QG0650_MARKER: DR = REFERENCE MARK DISK
 QG0650_SETTING: 66 = SET IN ROCK OUTCROP
 QG0650_SP_SET: ROCK OUTCROP
 QG0650_STAMPING: H 86 1942
 QG0650_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0650+STABILITY: POSITION/ELEVATION WELL
 QG0650
 QG0650  HISTORY     - Date     Condition        Report By
 QG0650  HISTORY     - 1942     MONUMENTED       CGS
 QG0650
 QG0650                          STATION DESCRIPTION
 QG0650
 QG0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0650'12.7 MI N FROM KOKADJO.
 QG0650'12.7 MILES NORTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 QG0650'KOKADJO, PISCATAQUIS COUNTY, 1.4 MILES NORTH OF BLACK BROOK, 21
 QG0650'FEET EAST OF THE CENTER LINE OF THE ROAD, 15 FEET NORTH OF A
 QG0650'POLE, AND IN THE TOP OF A ROCK OUTCROP ON THE NORTH SLOPE OF A
 QG0650'SMALL HILL.  A STANDARD DISK, STAMPED H 86 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0841 ***********************************************************************
 QG0841  DESIGNATION -  H 87
 QG0841  PID         -  QG0841
 QG0841  STATE/COUNTY-  ME/SOMERSET
 QG0841  USGS QUAD   -  KINGSBURY (1989)
 QG0841
 QG0841                         *CURRENT SURVEY CONTROL
 QG0841  ___________________________________________________________________
 QG0841* NAD 83(1986)-  45 06 53.     (N)    069 39 47.     (W)     SCALED    
 QG0841* NAVD 88     -       295.014  (meters)     967.89   (feet)  ADJUSTED  
 QG0841  ___________________________________________________________________
 QG0841  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 QG0841  DYNAMIC HT  -         294.992 (meters)     967.82  (feet)  COMP
 QG0841  MODELED GRAV-     980,534.6   (mgal)                       NAVD 88
 QG0841
 QG0841  VERT ORDER  -  SECOND    CLASS 0
 QG0841
 QG0841.The horizontal coordinates were scaled from a topographic map and have
 QG0841.an estimated accuracy of +/- 6 seconds.
 QG0841
 QG0841.The orthometric height was determined by differential leveling
 QG0841.and adjusted by the National Geodetic Survey in June 1991..
 QG0841
 QG0841.The geoid height was determined by GEOID03.
 QG0841
 QG0841.The dynamic height is computed by dividing the NAVD 88
 QG0841.geopotential number by the normal gravity value computed on the
 QG0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0841.degrees latitude (g = 980.6199 gals.).
 QG0841
 QG0841.The modeled gravity was interpolated from observed gravity values.
 QG0841
 QG0841;                    North         East    Units  Estimated Accuracy
 QG0841;SPC ME W     -   253,600.      939,630.      MT  (+/- 180 meters Scaled)
 QG0841
 QG0841                          SUPERSEDED SURVEY CONTROL
 QG0841
 QG0841  NGVD 29 (??/??/92)  295.186  (m)          968.46   (f) ADJ UNCH    2 0
 QG0841
 QG0841.Superseded values are not recommended for survey control.
 QG0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0841.See file dsdata.txt to determine how the superseded data were derived.
 QG0841
 QG0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK478959(NAD 83)
 QG0841_MARKER: DB = BENCH MARK DISK
 QG0841_SETTING: 80 = SET IN A BOULDER
 QG0841_SP_SET: BOULDER
 QG0841_STAMPING: H 87 1942
 QG0841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0841+STABILITY: SURFACE MOTION
 QG0841
 QG0841  HISTORY     - Date     Condition        Report By
 QG0841  HISTORY     - 1942     MONUMENTED       CGS
 QG0841  HISTORY     - 19840904 GOOD             USPSQD
 QG0841
 QG0841                          STATION DESCRIPTION
 QG0841
 QG0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0841'11.4 MI E FROM BINGHAM.
 QG0841'IN SOMERSET COUNTY, ABOUT 11.4 MILES EAST ALONG STATE HIGHWAY
 QG0841'16 FROM THE POST OFFICE AT BINGHAM, SOMERSET COUNTY, ABOUT
 QG0841'0.9 MILE WEST OF THE POST OFFICE AT KINGSBURY, PISCATAQUIS
 QG0841'COUNTY, ABOUT 0.2 MILE WEST OF THE KINGSBURY-MAYFIELD TOWN
 QG0841'LINE, ON THE WEST SLOPE OF A SLIGHT GRADE, 24 FEET NORTH OF
 QG0841'THE CENTER LINE OF THE HIGHWAY, ABOUT 4 FEET HIGHER THAN THE
 QG0841'HIGHWAY, AND IN THE TOP OF THE EAST END OF A 4- BY 8-FOOT
 QG0841'BOULDER PROJECTING ABOUT 2 FEET ABOVE GROUND.  A STANDARD DISK,
 QG0841'STAMPED H 87 1942.
 QG0841
 QG0841                          STATION RECOVERY (1984)
 QG0841
 QG0841'RECOVERY NOTE BY US POWER SQUADRON 1984 (WDH)
 QG0841'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0372 ***********************************************************************
 PD0372  DESIGNATION -  H 88
 PD0372  PID         -  PD0372
 PD0372  STATE/COUNTY-  ME/WASHINGTON
 PD0372  USGS QUAD   -  SCHOODIC LAKE (1984)
 PD0372
 PD0372                         *CURRENT SURVEY CONTROL
 PD0372  ___________________________________________________________________
 PD0372* NAD 83(1986)-  44 40 09.     (N)    067 57 02.     (W)     SCALED    
 PD0372* NAVD 88     -        36.490  (meters)     119.72   (feet)  ADJUSTED  
 PD0372  ___________________________________________________________________
 PD0372  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 PD0372  DYNAMIC HT  -          36.489 (meters)     119.71  (feet)  COMP
 PD0372  MODELED GRAV-     980,568.2   (mgal)                       NAVD 88
 PD0372
 PD0372  VERT ORDER  -  SECOND    CLASS 0
 PD0372
 PD0372.The horizontal coordinates were scaled from a topographic map and have
 PD0372.an estimated accuracy of +/- 6 seconds.
 PD0372
 PD0372.The orthometric height was determined by differential leveling
 PD0372.and adjusted by the National Geodetic Survey in June 1991..
 PD0372
 PD0372.The geoid height was determined by GEOID03.
 PD0372
 PD0372.The dynamic height is computed by dividing the NAVD 88
 PD0372.geopotential number by the normal gravity value computed on the
 PD0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0372.degrees latitude (g = 980.6199 gals.).
 PD0372
 PD0372.The modeled gravity was interpolated from observed gravity values.
 PD0372
 PD0372;                    North         East    Units  Estimated Accuracy
 PD0372;SPC ME E     -   111,530.      343,570.      MT  (+/- 180 meters Scaled)
 PD0372
 PD0372                          SUPERSEDED SURVEY CONTROL
 PD0372
 PD0372  NGVD 29 (??/??/92)   36.668  (m)          120.30   (f) ADJ UNCH    2 0
 PD0372
 PD0372.Superseded values are not recommended for survey control.
 PD0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0372.See file dsdata.txt to determine how the superseded data were derived.
 PD0372
 PD0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK831467(NAD 83)
 PD0372_MARKER: DD = SURVEY DISK
 PD0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PD0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PD0372_STAMPING: H 88 1942
 PD0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0372+STABILITY: SURFACE MOTION
 PD0372
 PD0372  HISTORY     - Date     Condition        Report By
 PD0372  HISTORY     - 1942     MONUMENTED       CGS
 PD0372  HISTORY     - 1964     GOOD             NGS
 PD0372  HISTORY     - 1978     GOOD             USGS
 PD0372
 PD0372                          STATION DESCRIPTION
 PD0372
 PD0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 PD0372'4.3 MI N FROM CHERRYFIELD.
 PD0372'SET IN THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH, 0.2
 PD0372'MILE NORTH OF A SMALL STREAM, 0.1 MILE SOUTH OF SCHOODIC BROOK,
 PD0372'37 FEET EAST OF THE CENTER OF THE HIGHWAY (STATE HIGHWAY 193)
 PD0372'AND 2.5 FEET NORTH OF A WITNESS POST.  REACHED FROM THE JUNCTION
 PD0372'OF U.S. HIGHWAY 1 AND STATE HIGHWAY 193 BY GOING NORTH ON 193
 PD0372'FOR 5.5 MILES TO THE MARK ON THE RIGHT.
 PD0372
 PD0372                          STATION RECOVERY (1978)
 PD0372
 PD0372'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 PD0372'5.35 N. JCT OF U.S. HWY 1 AND STATE HWY 193 AT CHERRYFIELD, 1.1 MI.
 PD0372'S. OF SCHOOLDIC BROOK. 0.2 MI. N. OF A SMALL BROOK. 38 FT. E. OF THE
 PD0372'CENTER OF STATE HWY. 193, 51.5 FT SE CENTERLINE OF T-RD. TO TRAP
 PD0372'SHOOTING RANGE AND 49 FT. NE OF POWER POLE WITH TRANSFORMER. A
 PD0372'STANDARD TABLET SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 PD0372'GROUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0355 ***********************************************************************
 QG0355  DESIGNATION -  H 89
 QG0355  PID         -  QG0355
 QG0355  STATE/COUNTY-  ME/PENOBSCOT
 QG0355  USGS QUAD   -  SOUTH LAGRANGE (1983)
 QG0355
 QG0355                         *CURRENT SURVEY CONTROL
 QG0355  ___________________________________________________________________
 QG0355* NAD 83(1986)-  45 05 02.     (N)    068 49 53.     (W)     SCALED    
 QG0355* NAVD 88     -        57.878  (meters)     189.89   (feet)  ADJUSTED  
 QG0355  ___________________________________________________________________
 QG0355  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 QG0355  DYNAMIC HT  -          57.877 (meters)     189.88  (feet)  COMP
 QG0355  MODELED GRAV-     980,607.8   (mgal)                       NAVD 88
 QG0355
 QG0355  VERT ORDER  -  FIRST     CLASS II
 QG0355
 QG0355.The horizontal coordinates were scaled from a topographic map and have
 QG0355.an estimated accuracy of +/- 6 seconds.
 QG0355
 QG0355.The orthometric height was determined by differential leveling
 QG0355.and adjusted by the National Geodetic Survey in June 1991..
 QG0355
 QG0355.The geoid height was determined by GEOID03.
 QG0355
 QG0355.The dynamic height is computed by dividing the NAVD 88
 QG0355.geopotential number by the normal gravity value computed on the
 QG0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0355.degrees latitude (g = 980.6199 gals.).
 QG0355
 QG0355.The modeled gravity was interpolated from observed gravity values.
 QG0355
 QG0355;                    North         East    Units  Estimated Accuracy
 QG0355;SPC ME E     -   157,520.      273,910.      MT  (+/- 180 meters Scaled)
 QG0355
 QG0355                          SUPERSEDED SURVEY CONTROL
 QG0355
 QG0355  NGVD 29 (??/??/92)   58.060  (m)          190.49   (f) ADJ UNCH    1 2
 QG0355
 QG0355.Superseded values are not recommended for survey control.
 QG0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0355.See file dsdata.txt to determine how the superseded data were derived.
 QG0355
 QG0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK132922(NAD 83)
 QG0355_MARKER: DB = BENCH MARK DISK
 QG0355_SETTING: 80 = SET IN A BOULDER
 QG0355_SP_SET: BOULDER
 QG0355_STAMPING: H 89 1942
 QG0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0355+STABILITY: SURFACE MOTION
 QG0355
 QG0355  HISTORY     - Date     Condition        Report By
 QG0355  HISTORY     - 1942     MONUMENTED       CGS
 QG0355  HISTORY     - 1953     GOOD             NGS
 QG0355
 QG0355                          STATION DESCRIPTION
 QG0355
 QG0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 QG0355'2.4 MI S FROM SOUTH LAGRANGE.
 QG0355'2.4 MILES SOUTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 QG0355'THE STATION AT SOUTH LAGRANGE, ABOUT 0.3 MILE SOUTHWEST OF MILE
 QG0355'POST 52, AT THE NORTHEAST END OF A LONG CUT, IN THE TOP OF A
 QG0355'BOULDER ABOUT 8 FEET IN DIAMETER, 37 FEET NORTHWEST OF NORTHWEST
 QG0355'RAIL, 94 FEET NORTH AND ACROSS TRACK FROM THE FIRST TELEPHONE
 QG0355'POLE SOUTHWEST OF NORTHEAST END OF CUT AND ABOUT 6 FEET ABOVE
 QG0355'LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0448 ***********************************************************************
 PE0448  DESIGNATION -  H 9
 PE0448  PID         -  PE0448
 PE0448  STATE/COUNTY-  ME/PENOBSCOT
 PE0448  USGS QUAD   -  PUSHAW LAKE (1977)
 PE0448
 PE0448                         *CURRENT SURVEY CONTROL
 PE0448  ___________________________________________________________________
 PE0448* NAD 83(1986)-  44 58 55.     (N)    068 51 38.     (W)     SCALED    
 PE0448* NAVD 88     -        39.739  (meters)     130.38   (feet)  ADJUSTED  
 PE0448  ___________________________________________________________________
 PE0448  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 PE0448  DYNAMIC HT  -          39.738 (meters)     130.37  (feet)  COMP
 PE0448  MODELED GRAV-     980,597.7   (mgal)                       NAVD 88
 PE0448
 PE0448  VERT ORDER  -  FIRST     CLASS II
 PE0448
 PE0448.The horizontal coordinates were scaled from a topographic map and have
 PE0448.an estimated accuracy of +/- 6 seconds.
 PE0448
 PE0448.The orthometric height was determined by differential leveling
 PE0448.and adjusted by the National Geodetic Survey in June 1991..
 PE0448
 PE0448.The geoid height was determined by GEOID03.
 PE0448
 PE0448.The dynamic height is computed by dividing the NAVD 88
 PE0448.geopotential number by the normal gravity value computed on the
 PE0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0448.degrees latitude (g = 980.6199 gals.).
 PE0448
 PE0448.The modeled gravity was interpolated from observed gravity values.
 PE0448
 PE0448;                    North         East    Units  Estimated Accuracy
 PE0448;SPC ME E     -   146,200.      271,570.      MT  (+/- 180 meters Scaled)
 PE0448
 PE0448                          SUPERSEDED SURVEY CONTROL
 PE0448
 PE0448  NGVD 29 (??/??/92)   39.929  (m)          131.00   (f) ADJ UNCH    1 2
 PE0448
 PE0448.Superseded values are not recommended for survey control.
 PE0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0448.See file dsdata.txt to determine how the superseded data were derived.
 PE0448
 PE0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK109809(NAD 83)
 PE0448_MARKER: DB = BENCH MARK DISK
 PE0448_SETTING: 80 = SET IN A BOULDER
 PE0448_SP_SET: BOULDER
 PE0448_STAMPING: H-9 1927 131.000
 PE0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0448+STABILITY: SURFACE MOTION
 PE0448
 PE0448  HISTORY     - Date     Condition        Report By
 PE0448  HISTORY     - 1927     MONUMENTED       CGS
 PE0448  HISTORY     - 1953     GOOD             NGS
 PE0448
 PE0448                          STATION DESCRIPTION
 PE0448
 PE0448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 PE0448'1.6 MI S FROM HUDSON.
 PE0448'1.6 MILES SOUTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 PE0448'THE CROSSING OF STATE HIGHWAY 43 AT HUDSON, ABOUT 0.2 MILE SOUTH
 PE0448'OF MILE POST 44, AT A SHORT LOW FILL, IN THE TOP OF THE EAST
 PE0448'END OF A LARGE BOULDER PROJECTING ABOUT 2 FEET ABOVE GROUND, 40
 PE0448'FEET WEST OF WEST RAIL OF WEST TRACK, 9 FEET EAST OF R/W FENCE
 PE0448'LINE AND ABOUT 2 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0449 ***********************************************************************
 PE0449  DESIGNATION -  H 91
 PE0449  PID         -  PE0449
 PE0449  STATE/COUNTY-  ME/PENOBSCOT
 PE0449  USGS QUAD   -  PUSHAW LAKE (1977)
 PE0449
 PE0449                         *CURRENT SURVEY CONTROL
 PE0449  ___________________________________________________________________
 PE0449* NAD 83(1986)-  44 59 24.     (N)    068 52 08.     (W)     SCALED    
 PE0449* NAVD 88     -        37.710  (meters)     123.72   (feet)  ADJUSTED  
 PE0449  ___________________________________________________________________
 PE0449  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 PE0449  DYNAMIC HT  -          37.710 (meters)     123.72  (feet)  COMP
 PE0449  MODELED GRAV-     980,597.5   (mgal)                       NAVD 88
 PE0449
 PE0449  VERT ORDER  -  FIRST     CLASS II
 PE0449
 PE0449.The horizontal coordinates were scaled from a topographic map and have
 PE0449.an estimated accuracy of +/- 6 seconds.
 PE0449
 PE0449.The orthometric height was determined by differential leveling
 PE0449.and adjusted by the National Geodetic Survey in June 1991..
 PE0449.WARNING-Repeat measurements at this control monument indicate possible
 PE0449.vertical movement.
 PE0449
 PE0449.The geoid height was determined by GEOID03.
 PE0449
 PE0449.The dynamic height is computed by dividing the NAVD 88
 PE0449.geopotential number by the normal gravity value computed on the
 PE0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0449.degrees latitude (g = 980.6199 gals.).
 PE0449
 PE0449.The modeled gravity was interpolated from observed gravity values.
 PE0449
 PE0449;                    North         East    Units  Estimated Accuracy
 PE0449;SPC ME E     -   147,100.      270,910.      MT  (+/- 180 meters Scaled)
 PE0449
 PE0449                          SUPERSEDED SURVEY CONTROL
 PE0449
 PE0449  NGVD 29 (??/??/92)   37.902  (m)          124.35   (f) ADJ UNCH    1 2
 PE0449
 PE0449.Superseded values are not recommended for survey control.
 PE0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0449.See file dsdata.txt to determine how the superseded data were derived.
 PE0449
 PE0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK103818(NAD 83)
 PE0449_MARKER: DB = BENCH MARK DISK
 PE0449_SETTING: 80 = SET IN A BOULDER
 PE0449_SP_SET: BOULDER
 PE0449_STAMPING: H 91 1942
 PE0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0449+STABILITY: SURFACE MOTION
 PE0449
 PE0449  HISTORY     - Date     Condition        Report By
 PE0449  HISTORY     - 1942     MONUMENTED       CGS
 PE0449  HISTORY     - 1953     GOOD             NGS
 PE0449  HISTORY     - 1989     GOOD             USPSQD
 PE0449
 PE0449                          STATION DESCRIPTION
 PE0449
 PE0449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 PE0449'0.9 MI S FROM HUDSON.
 PE0449'0.9 MILE SOUTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 PE0449'THE CROSSING OF STATE HIGHWAY 43 AT HUDSON, ABOUT 11 RAILS
 PE0449'SOUTHEAST OF CULVERT NO. 44.45, AT THE SOUTHEAST END OF A CURVE
 PE0449'WITH TANGENTS EXTENDING SOUTHEAST AND NORTH, IN THE TOP OF THE
 PE0449'NORTH CORNER OF A LARGE BOULDER IN A SHORT CUT, 27 FEET SOUTHWEST
 PE0449'OF SOUTHWEST RAIL OF SOUTHWEST TRACK, 2 1/2 FEET ABOVE BOTTOM
 PE0449'OF DITCH AND ABOUT 3 FEET BELOW LEVEL OF TRACK.
 PE0449
 PE0449                          STATION RECOVERY (1989)
 PE0449
 PE0449'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELG)
 PE0449'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0216 ***********************************************************************
 PF0216  DESIGNATION -  H 92
 PF0216  PID         -  PF0216
 PF0216  STATE/COUNTY-  ME/OXFORD
 PF0216  USGS QUAD   -  SPECKLED MOUNTAIN (1970)
 PF0216
 PF0216                         *CURRENT SURVEY CONTROL
 PF0216  ___________________________________________________________________
 PF0216* NAD 83(1986)-  44 22 02.     (N)    070 59 43.     (W)     SCALED    
 PF0216* NAVD 88     -       243.412  (meters)     798.59   (feet)  POSTED    
 PF0216  ___________________________________________________________________
 PF0216  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 PF0216  DYNAMIC HT  -         243.370 (meters)     798.46  (feet)  COMP
 PF0216  MODELED GRAV-     980,458.1   (mgal)                       NAVD 88
 PF0216
 PF0216  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 PF0216
 PF0216.The horizontal coordinates were scaled from a topographic map and have
 PF0216.an estimated accuracy of +/- 6 seconds.
 PF0216
 PF0216.The orthometric height was determined by differential leveling
 PF0216.and adjusted by the National Geodetic Survey in 1992..
 PF0216.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 PF0216.rate of 4.1 thru 8.0 mm/km.
 PF0216
 PF0216.The geoid height was determined by GEOID03.
 PF0216
 PF0216.The dynamic height is computed by dividing the NAVD 88
 PF0216.geopotential number by the normal gravity value computed on the
 PF0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0216.degrees latitude (g = 980.6199 gals.).
 PF0216
 PF0216.The modeled gravity was interpolated from observed gravity values.
 PF0216
 PF0216;                    North         East    Units  Estimated Accuracy
 PF0216;SPC ME W     -   170,750.      833,950.      MT  (+/- 180 meters Scaled)
 PF0216
 PF0216                          SUPERSEDED SURVEY CONTROL
 PF0216
 PF0216  NGVD 29 (??/??/92)  243.552  (m)          799.05   (f) ADJ UNCH    2 0
 PF0216
 PF0216.Superseded values are not recommended for survey control.
 PF0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0216.See file dsdata.txt to determine how the superseded data were derived.
 PF0216
 PF0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK410145(NAD 83)
 PF0216_MARKER: DB = BENCH MARK DISK
 PF0216_SETTING: 66 = SET IN ROCK OUTCROP
 PF0216_SP_SET: ROCK LEDGE
 PF0216_STAMPING: H 92 1942
 PF0216_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PF0216+STABILITY: POSITION/ELEVATION WELL
 PF0216
 PF0216  HISTORY     - Date     Condition        Report By
 PF0216  HISTORY     - 1942     MONUMENTED       CGS
 PF0216  HISTORY     - 1976     GOOD             NGS
 PF0216  HISTORY     - 20041001 MARK NOT FOUND   GEOCAC
 PF0216
 PF0216                          STATION DESCRIPTION
 PF0216
 PF0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PF0216'2.1 MI S FROM GILEAD.
 PF0216'ABOUT 2.1 MILES SOUTH ALONG THE EVANS NOTCH ROAD FROM THE JUNCTION
 PF0216'OF U.S. HIGHWAY 2 AT GILEAD, OXFORD COUNTY, ABOUT 0.25 MILE SOUTH
 PF0216'OF LITTLE LARY BROOK, ABOUT 100 FEET NORTHEAST OF A CURVE, 16.5
 PF0216'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, IN THE TOP OF A
 PF0216'ROCK LEDGE, AND ABOUT 3 FEET HIGHER THAN THE ROAD.  A STANDARD
 PF0216'DISK, STAMPED H 92 1942.
 PF0216
 PF0216                          STATION RECOVERY (1976)
 PF0216
 PF0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 PF0216'RECOVERED IN GOOD CONDITION.
 PF0216
 PF0216                          STATION RECOVERY (2004)
 PF0216
 PF0216'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 PF0216'WAS NOT ABLE TO RECOVER AT THE DESCRIBED LOCATION. JOHN K. SNYDER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0086 ***********************************************************************
 PE0086  DESIGNATION -  H 93
 PE0086  PID         -  PE0086
 PE0086  STATE/COUNTY-  ME/HANCOCK
 PE0086  USGS QUAD   -  SULLIVAN (1982)
 PE0086
 PE0086                         *CURRENT SURVEY CONTROL
 PE0086  ___________________________________________________________________
 PE0086* NAD 83(1986)-  44 31 12.     (N)    068 11 41.     (W)     SCALED    
 PE0086* NAVD 88     -        24.467  (meters)      80.27   (feet)  ADJUSTED  
 PE0086  ___________________________________________________________________
 PE0086  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 PE0086  DYNAMIC HT  -          24.466 (meters)      80.27  (feet)  COMP
 PE0086  MODELED GRAV-     980,571.8   (mgal)                       NAVD 88
 PE0086
 PE0086  VERT ORDER  -  SECOND    CLASS 0
 PE0086
 PE0086.The horizontal coordinates were scaled from a topographic map and have
 PE0086.an estimated accuracy of +/- 6 seconds.
 PE0086
 PE0086.The orthometric height was determined by differential leveling
 PE0086.and adjusted by the National Geodetic Survey in June 1991..
 PE0086
 PE0086.The geoid height was determined by GEOID03.
 PE0086
 PE0086.The dynamic height is computed by dividing the NAVD 88
 PE0086.geopotential number by the normal gravity value computed on the
 PE0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0086.degrees latitude (g = 980.6199 gals.).
 PE0086
 PE0086.The modeled gravity was interpolated from observed gravity values.
 PE0086
 PE0086;                    North         East    Units  Estimated Accuracy
 PE0086;SPC ME E     -    94,850.      324,270.      MT  (+/- 180 meters Scaled)
 PE0086
 PE0086                          SUPERSEDED SURVEY CONTROL
 PE0086
 PE0086  NGVD 29 (??/??/92)   24.671  (m)           80.94   (f) ADJ UNCH    2 0
 PE0086
 PE0086.Superseded values are not recommended for survey control.
 PE0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0086.See file dsdata.txt to determine how the superseded data were derived.
 PE0086
 PE0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK639299(NAD 83)
 PE0086_MARKER: DB = BENCH MARK DISK
 PE0086_SETTING: 66 = SET IN ROCK OUTCROP
 PE0086_SP_SET: ROCK LEDGE
 PE0086_STAMPING: H 93 1942
 PE0086_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0086+STABILITY: POSITION/ELEVATION WELL
 PE0086
 PE0086  HISTORY     - Date     Condition        Report By
 PE0086  HISTORY     - 1942     MONUMENTED       CGS
 PE0086  HISTORY     - 1966     GOOD             NGS
 PE0086
 PE0086                          STATION DESCRIPTION
 PE0086
 PE0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0086'AT SULLIVAN.
 PE0086'AT SULLIVAN, ABOUT 0.1 MILE SOUTHEAST ALONG U.S. HIGHWAY 1
 PE0086'FROM THE JUNCTION OF STATE HIGHWAY 200, ON THE NORTHWEST SLOPE
 PE0086'AND NEAR THE TOP OF A LONG HILL, SET ON THE TOP OF THE
 PE0086'NORTHWEST END OF A ROCK LEDGE WHICH IS 35-FEET LONG, AND 4 FEET
 PE0086'HIGH AND PROJECTS 1 1/2 FEET ABOVE THE LEVEL OF THE GROUND,
 PE0086'28 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 22 FEET
 PE0086'SOUTH OF THE SOUTHEAST END OF A GUARD RAIL, 14 1/2 FEET WEST OF
 PE0086'THE NORTHWEST END OF THE HIGHEST PART OF THE LEDGE AND ABOUT
 PE0086'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0136 ***********************************************************************
 PD0136  DESIGNATION -  H 94
 PD0136  PID         -  PD0136
 PD0136  STATE/COUNTY-  ME/WASHINGTON
 PD0136  USGS QUAD   -  HADLEY LAKE (1987)
 PD0136
 PD0136                         *CURRENT SURVEY CONTROL
 PD0136  ___________________________________________________________________
 PD0136* NAD 83(1986)-  44 45 17.     (N)    067 23 35.     (W)     SCALED    
 PD0136* NAVD 88     -        14.111  (meters)      46.30   (feet)  ADJUSTED  
 PD0136  ___________________________________________________________________
 PD0136  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 PD0136  DYNAMIC HT  -          14.110 (meters)      46.29  (feet)  COMP
 PD0136  MODELED GRAV-     980,595.7   (mgal)                       NAVD 88
 PD0136
 PD0136  VERT ORDER  -  FIRST     CLASS I
 PD0136
 PD0136.The horizontal coordinates were scaled from a topographic map and have
 PD0136.an estimated accuracy of +/- 6 seconds.
 PD0136
 PD0136.The orthometric height was determined by differential leveling
 PD0136.and adjusted by the National Geodetic Survey in June 1991..
 PD0136
 PD0136.The geoid height was determined by GEOID03.
 PD0136
 PD0136.The dynamic height is computed by dividing the NAVD 88
 PD0136.geopotential number by the normal gravity value computed on the
 PD0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0136.degrees latitude (g = 980.6199 gals.).
 PD0136
 PD0136.The modeled gravity was interpolated from observed gravity values.
 PD0136
 PD0136;                    North         East    Units  Estimated Accuracy
 PD0136;SPC ME E     -   121,490.      387,640.      MT  (+/- 180 meters Scaled)
 PD0136
 PD0136                          SUPERSEDED SURVEY CONTROL
 PD0136
 PD0136  NGVD 29 (??/??/92)   14.318  (m)           46.98   (f) ADJ UNCH    1 1
 PD0136
 PD0136.Superseded values are not recommended for survey control.
 PD0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0136.See file dsdata.txt to determine how the superseded data were derived.
 PD0136
 PD0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK271569(NAD 83)
 PD0136_MARKER: DB = BENCH MARK DISK
 PD0136_SETTING: 80 = SET IN A BOULDER
 PD0136_SP_SET: BOULDER
 PD0136_STAMPING: H 94 1942
 PD0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0136+STABILITY: SURFACE MOTION
 PD0136
 PD0136  HISTORY     - Date     Condition        Report By
 PD0136  HISTORY     - 1942     MONUMENTED       CGS
 PD0136  HISTORY     - 1966     GOOD             NGS
 PD0136  HISTORY     - 1978     MARK NOT FOUND   DMA
 PD0136
 PD0136                          STATION DESCRIPTION
 PD0136
 PD0136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PD0136'0.6 MI SE FROM JACKSONVILLE.
 PD0136'0.65 MILE SOUTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PD0136'CROSSING OF STATE HIGHWAY 191 AT JACKSONVILLE, 204 FEET NORTH
 PD0136'OF MILEPOST C39/P231, 61.7 FEET WEST OF THE WEST RAIL OF THE MAIN
 PD0136'TRACK, 47.3 FEET WEST OF THE WEST SIDE OF THE WEST STONE HEAD
 PD0136'WALL FOR A CULVERT, ABOUT LEVEL WITH THE TRACK AND SET IN THE
 PD0136'TOP OF THE WEST END OF A EMBEDDED BOULDER THAT THE EXPOSED PORTION
 PD0136'IS 3-BY-4-FOOT AND IS FLUSH WITH THE GROUND.  NOTE-- ALSO 1.25
 PD0136'MILES NORTH ALONG THE MAINE CENTRAL RAILROAD FROM THE CROSSING
 PD0136'OF U.S. HIGHWAY 1 AT EAST MACHIAS.
 PD0136
 PD0136                          STATION RECOVERY (1978)
 PD0136
 PD0136'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PD0136'NOT RECOVERED STONE CULVERT HAS BEEN TORN OUT AND REPLACED WITH A
 PD0136'PIPE CULVERT MONUMENT IS BELIEVED TO HAVE BEEN DESTROYED OR COVERED
 PD0136'UP BY THE HEAVY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0184 ***********************************************************************
 PD0184  DESIGNATION -  H 96
 PD0184  PID         -  PD0184
 PD0184  STATE/COUNTY-  ME/WASHINGTON
 PD0184  USGS QUAD   -  PEMBROKE (1977)
 PD0184
 PD0184                         *CURRENT SURVEY CONTROL
 PD0184  ___________________________________________________________________
 PD0184* NAD 83(1986)-  44 59 52.     (N)    067 14 12.     (W)     SCALED    
 PD0184* NAVD 88     -        27.997  (meters)      91.85   (feet)  ADJUSTED  
 PD0184  ___________________________________________________________________
 PD0184  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 PD0184  DYNAMIC HT  -          27.997 (meters)      91.85  (feet)  COMP
 PD0184  MODELED GRAV-     980,599.5   (mgal)                       NAVD 88
 PD0184  OBS GRAVITY -     980,608.4   (mgal)                       GRAV_OBS
 PD0184
 PD0184  VERT ORDER  -  FIRST     CLASS I
 PD0184
 PD0184.The horizontal coordinates were scaled from a topographic map and have
 PD0184.an estimated accuracy of +/- 6 seconds.
 PD0184
 PD0184.The orthometric height was determined by differential leveling
 PD0184.and adjusted by the National Geodetic Survey in June 1991..
 PD0184.WARNING-Repeat measurements at this control monument indicate possible
 PD0184.vertical movement.
 PD0184
 PD0184.The geoid height was determined by GEOID03.
 PD0184
 PD0184.The dynamic height is computed by dividing the NAVD 88
 PD0184.geopotential number by the normal gravity value computed on the
 PD0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0184.degrees latitude (g = 980.6199 gals.).
 PD0184
 PD0184.The modeled gravity was interpolated from observed gravity values.
 PD0184.The observed gravity was obtained from relative gravimeter ties
 PD0184.to the IGSN71 gravity network.
 PD0184
 PD0184;                    North         East    Units  Estimated Accuracy
 PD0184;SPC ME E     -   148,670.      399,600.      MT  (+/- 180 meters Scaled)
 PD0184
 PD0184                          SUPERSEDED SURVEY CONTROL
 PD0184
 PD0184  NGVD 29 (??/??/92)   28.205  (m)           92.54   (f) ADJ UNCH    1 1
 PD0184
 PD0184.Superseded values are not recommended for survey control.
 PD0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0184.See file dsdata.txt to determine how the superseded data were derived.
 PD0184
 PD0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK389842(NAD 83)
 PD0184_MARKER: DB = BENCH MARK DISK
 PD0184_SETTING: 80 = SET IN A BOULDER
 PD0184_SP_SET: BOULDER
 PD0184_STAMPING: H 96 1942
 PD0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0184+STABILITY: SURFACE MOTION
 PD0184
 PD0184  HISTORY     - Date     Condition        Report By
 PD0184  HISTORY     - 1942     MONUMENTED       CGS
 PD0184  HISTORY     - 1953     GOOD             NGS
 PD0184  HISTORY     - 1966     GOOD             NGS
 PD0184  HISTORY     - 1978     GOOD             DMA
 PD0184
 PD0184                          STATION DESCRIPTION
 PD0184
 PD0184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 PD0184'0.8 MI N FROM AYRES JUNCTION.
 PD0184'0.8 MILE NORTH ALONG THE MAINE CENTRAL RAILROAD FROM THE STATION
 PD0184'AT AYRES JUNCTION, ABOUT 0.15 MILE NORTH-NORTHWEST OF MILE POST
 PD0184'C-15-P 255, IN THE TOP OF A GRAINETE BOULDER WITH 12 BY
 PD0184'7 1/2-FOOT EXPOSED SURFACE AND PROJECTING ABOUT 3 1/2 FEET, 63
 PD0184'FEET EAST OF EAST RAIL, 107 1/2 FEET SOUTHEAST OF CENTER OF MT.
 PD0184'TOM ROAD CROSSING, 89 FEET SOUTH OF CENTER LINE OF ROAD EAST AND
 PD0184'ABOUT LEVEL WITH TRACK.
 PD0184
 PD0184                          STATION RECOVERY (1966)
 PD0184
 PD0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 PD0184'RECOVERED IN GOOD CONDITION.
 PD0184
 PD0184                          STATION RECOVERY (1978)
 PD0184
 PD0184'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PD0184'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0235 ***********************************************************************
 OB0235  DESIGNATION -  H 97
 OB0235  PID         -  OB0235
 OB0235  STATE/COUNTY-  ME/CUMBERLAND
 OB0235  USGS QUAD   -  ORRS ISLAND (1997)
 OB0235
 OB0235                         *CURRENT SURVEY CONTROL
 OB0235  ___________________________________________________________________
 OB0235* NAD 83(1986)-  43 50 06.     (N)    069 54 56.     (W)     SCALED    
 OB0235* NAVD 88     -        16.939  (meters)      55.57   (feet)  ADJUSTED  
 OB0235  ___________________________________________________________________
 OB0235  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 OB0235  DYNAMIC HT  -          16.937 (meters)      55.57  (feet)  COMP
 OB0235  MODELED GRAV-     980,522.0   (mgal)                       NAVD 88
 OB0235
 OB0235  VERT ORDER  -  SECOND    CLASS 0
 OB0235
 OB0235.The horizontal coordinates were scaled from a topographic map and have
 OB0235.an estimated accuracy of +/- 6 seconds.
 OB0235
 OB0235.The orthometric height was determined by differential leveling
 OB0235.and adjusted by the National Geodetic Survey in June 1991..
 OB0235
 OB0235.The geoid height was determined by GEOID03.
 OB0235
 OB0235.The dynamic height is computed by dividing the NAVD 88
 OB0235.geopotential number by the normal gravity value computed on the
 OB0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0235.degrees latitude (g = 980.6199 gals.).
 OB0235
 OB0235.The modeled gravity was interpolated from observed gravity values.
 OB0235
 OB0235;                    North         East    Units  Estimated Accuracy
 OB0235;SPC ME W     -   111,310.      920,200.      MT  (+/- 180 meters Scaled)
 OB0235
 OB0235                          SUPERSEDED SURVEY CONTROL
 OB0235
 OB0235  NGVD 29 (??/??/92)   17.137  (m)           56.22   (f) ADJ UNCH    2 0
 OB0235
 OB0235.Superseded values are not recommended for survey control.
 OB0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0235.See file dsdata.txt to determine how the superseded data were derived.
 OB0235
 OB0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ263539(NAD 83)
 OB0235_MARKER: DB = BENCH MARK DISK
 OB0235_SETTING: 66 = SET IN ROCK OUTCROP
 OB0235_SP_SET: ROCK LEDGE
 OB0235_STAMPING: H 97 1943
 OB0235_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0235+STABILITY: POSITION/ELEVATION WELL
 OB0235
 OB0235  HISTORY     - Date     Condition        Report By
 OB0235  HISTORY     - 1943     MONUMENTED       CGS
 OB0235
 OB0235                          STATION DESCRIPTION
 OB0235
 OB0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 OB0235'6.6 MI SE FROM BRUNSWICK.
 OB0235'6.6 MILES SOUTHEAST ALONG STATE HIGHWAY 24 FROM THE MAINE CENTRAL
 OB0235'RAILROAD STATION AT BRUNSWICK, 1.7 MILES SOUTH OF GURNET BRIDGE, AT
 OB0235'THE TOP OF A HILL, ON THE INSIDE OF A HIGHWAY CURVE, 430 FEET
 OB0235'SOUTHWEST OF A WHITE FRAME HOUSE, 72 FEET SOUTH OF THE CENTERLINE OF
 OB0235'THE HIGHWAY, 60.6 FEET SOUTH OF POLE 274, AND IN THE TOP OF A LEDGE OF
 OB0235'ROCK 3 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED H 97 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0167 ***********************************************************************
 OC0167  DESIGNATION -  H 98
 OC0167  PID         -  OC0167
 OC0167  STATE/COUNTY-  ME/CUMBERLAND
 OC0167  USGS QUAD   -  PROUTS NECK (1978)
 OC0167
 OC0167                         *CURRENT SURVEY CONTROL
 OC0167  ___________________________________________________________________
 OC0167* NAD 83(1986)-  43 33 59.     (N)    070 18 51.     (W)     SCALED    
 OC0167* NAVD 88     -         5.801  (meters)      19.03   (feet)  ADJUSTED  
 OC0167  ___________________________________________________________________
 OC0167  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 OC0167  DYNAMIC HT  -           5.800 (meters)      19.03  (feet)  COMP
 OC0167  MODELED GRAV-     980,501.6   (mgal)                       NAVD 88
 OC0167
 OC0167  VERT ORDER  -  SECOND    CLASS 0
 OC0167
 OC0167.The horizontal coordinates were scaled from a topographic map and have
 OC0167.an estimated accuracy of +/- 6 seconds.
 OC0167
 OC0167.The orthometric height was determined by differential leveling
 OC0167.and adjusted by the National Geodetic Survey in June 1991..
 OC0167
 OC0167.The geoid height was determined by GEOID03.
 OC0167
 OC0167.The dynamic height is computed by dividing the NAVD 88
 OC0167.geopotential number by the normal gravity value computed on the
 OC0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0167.degrees latitude (g = 980.6199 gals.).
 OC0167
 OC0167.The modeled gravity was interpolated from observed gravity values.
 OC0167
 OC0167;                    North         East    Units  Estimated Accuracy
 OC0167;SPC ME W     -    81,450.      888,080.      MT  (+/- 180 meters Scaled)
 OC0167
 OC0167                          SUPERSEDED SURVEY CONTROL
 OC0167
 OC0167  NGVD 29 (??/??/92)    6.027  (m)           19.77   (f) ADJ UNCH    2 0
 OC0167
 OC0167.Superseded values are not recommended for survey control.
 OC0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0167.See file dsdata.txt to determine how the superseded data were derived.
 OC0167
 OC0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ938245(NAD 83)
 OC0167_MARKER: DB = BENCH MARK DISK
 OC0167_SETTING: 0 = UNSPECIFIED SETTING
 OC0167_STAMPING: H 98 1943
 OC0167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC0167
 OC0167  HISTORY     - Date     Condition        Report By
 OC0167  HISTORY     - 1943     MONUMENTED       CGS
 OC0167  HISTORY     - 1976     POOR             NGS
 OC0167
 OC0167                          STATION DESCRIPTION
 OC0167
 OC0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 OC0167'0.9 MI E FROM SCARBORO.
 OC0167'0.9 MILE SOUTHEAST ALONG STATE HIGHWAY 207 FROM SCARBORO,
 OC0167'CUMBERLAND COUNTY, 28 FEET NORTH OF THE CENTERLINE OF THE
 OC0167'HIGHWAY, 15 FEET EAST OF THE CENTERLINE OF THE DRIVEWAY TO A
 OC0167'HOUSE, IN FRONT OF SIX LARGE TREES, AND 13 FEET SOUTH OF THE
 OC0167'TREES.
 OC0167
 OC0167                          STATION RECOVERY (1976)
 OC0167
 OC0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0167'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0474 ***********************************************************************
 OC0474  DESIGNATION -  H 99
 OC0474  PID         -  OC0474
 OC0474  STATE/COUNTY-  ME/YORK
 OC0474  USGS QUAD   -  YORK BEACH (1998)
 OC0474
 OC0474                         *CURRENT SURVEY CONTROL
 OC0474  ___________________________________________________________________
 OC0474* NAD 83(1986)-  43 10 08.     (N)    070 36 41.     (W)     SCALED    
 OC0474* NAVD 88     -        12.022  (meters)      39.44   (feet)  ADJUSTED  
 OC0474  ___________________________________________________________________
 OC0474  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 OC0474  DYNAMIC HT  -          12.020 (meters)      39.44  (feet)  COMP
 OC0474  MODELED GRAV-     980,472.9   (mgal)                       NAVD 88
 OC0474
 OC0474  VERT ORDER  -  SECOND    CLASS 0
 OC0474
 OC0474.The horizontal coordinates were scaled from a topographic map and have
 OC0474.an estimated accuracy of +/- 6 seconds.
 OC0474
 OC0474.The orthometric height was determined by differential leveling
 OC0474.and adjusted by the National Geodetic Survey in June 1991..
 OC0474
 OC0474.The geoid height was determined by GEOID03.
 OC0474
 OC0474.The dynamic height is computed by dividing the NAVD 88
 OC0474.geopotential number by the normal gravity value computed on the
 OC0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0474.degrees latitude (g = 980.6199 gals.).
 OC0474
 OC0474.The modeled gravity was interpolated from observed gravity values.
 OC0474
 OC0474;                    North         East    Units  Estimated Accuracy
 OC0474;SPC ME W     -    37,370.      863,840.      MT  (+/- 180 meters Scaled)
 OC0474
 OC0474                          SUPERSEDED SURVEY CONTROL
 OC0474
 OC0474  NGVD 29 (??/??/92)   12.253  (m)           40.20   (f) ADJ UNCH    2 0
 OC0474
 OC0474.Superseded values are not recommended for survey control.
 OC0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0474.See file dsdata.txt to determine how the superseded data were derived.
 OC0474
 OC0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH690808(NAD 83)
 OC0474_MARKER: DB = BENCH MARK DISK
 OC0474_SETTING: 80 = SET IN A BOULDER
 OC0474_SP_SET: BOULDER
 OC0474_STAMPING: H 99 1943
 OC0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC0474+STABILITY: SURFACE MOTION
 OC0474
 OC0474  HISTORY     - Date     Condition        Report By
 OC0474  HISTORY     - 1943     MONUMENTED       CGS
 OC0474  HISTORY     - 1976     GOOD             NGS
 OC0474  HISTORY     - 1988     GOOD             USPSQD
 OC0474  HISTORY     - 1989     GOOD             USPSQD
 OC0474
 OC0474                          STATION DESCRIPTION
 OC0474
 OC0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 OC0474'0.6 MI SE FROM YORK BEACH.
 OC0474'0.6 MILE SOUTHEAST ALONG U.S. HIGHWAY 1A FROM YORK BEACH, YORK
 OC0474'COUNTY, AT THE JUNCTION OF A ROAD LEADING TO CAPE NEDDICK LIGHTHOUSE,
 OC0474'215 FEET EAST OF THE HIGHWAY, 27 FEET SOUTH OF THE ROAD, 37 FEET
 OC0474'WEST OF A DRIVEWAY LEADING TO A HOUSE (CALLED GREYMORE), IN THE
 OC0474'FRONT YARD OF THE HOUSE, IN A LARGE OUTCROPPING BOULDER, AND
 OC0474'ABOUT 3 FEET HIGHER THAN THE ROAD.
 OC0474
 OC0474                          STATION RECOVERY (1976)
 OC0474
 OC0474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0474'RECOVERED IN GOOD CONDITION.
 OC0474
 OC0474                          STATION RECOVERY (1988)
 OC0474
 OC0474'RECOVERY NOTE BY US POWER SQUADRON 1988 (RSR)
 OC0474'RECOVERED IN GOOD CONDITION.
 OC0474
 OC0474                          STATION RECOVERY (1989)
 OC0474
 OC0474'RECOVERY NOTE BY US POWER SQUADRON 1989 (RSR)
 OC0474'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1155 ***********************************************************************
 QF1155  DESIGNATION -  H IBC
 QF1155  PID         -  QF1155
 QF1155  STATE/COUNTY-  ME/WASHINGTON
 QF1155  USGS QUAD   -  KELLEYLAND (1988)
 QF1155
 QF1155                         *CURRENT SURVEY CONTROL
 QF1155  ___________________________________________________________________
 QF1155* NAD 83(1996)-  45 21 44.89323(N)    067 26 02.48991(W)     ADJUSTED  
 QF1155* NAVD 88     -        64.     (meters)     210.     (feet)  SCALED    
 QF1155  ___________________________________________________________________
 QF1155  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 QF1155  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 QF1155
 QF1155  HORZ ORDER  -  THIRD
 QF1155
 QF1155.The horizontal coordinates were established by classical geodetic methods
 QF1155.and adjusted by the National Geodetic Survey in March 1998..
 QF1155
 QF1155.The orthometric height was scaled from a topographic map.
 QF1155
 QF1155.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1155
 QF1155.The geoid height was determined by GEOID03.
 QF1155
 QF1155;                    North         East     Units Scale Factor Converg.
 QF1155;SPC ME E     -   188,975.549   383,508.730   MT  0.99998572   +0 45 30.8
 QF1155;UTM  19      - 5,024,410.269   622,641.947   MT  0.99978493   +1 06 52.0
 QF1155
 QF1155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1155!SPC ME E     -   0.99999370  x   0.99998572  =   0.99997942
 QF1155!UTM  19      -   0.99999370  x   0.99978493  =   0.99977863
 QF1155
 QF1155                          SUPERSEDED SURVEY CONTROL
 QF1155
 QF1155  NAD 83(1992)-  45 21 44.89121(N)    067 26 02.48914(W) AD(       ) 3
 QF1155  NAD 83(1986)-  45 21 44.89513(N)    067 26 02.49697(W) AD(       ) 3
 QF1155  NAD 27      -  45 21 44.63800(N)    067 26 04.48500(W) AD(       ) 3
 QF1155
 QF1155.Superseded values are not recommended for survey control.
 QF1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1155.See file dsdata.txt to determine how the superseded data were derived.
 QF1155
 QF1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2264224410(NAD 83)
 QF1155_MARKER: X = CHISELED CROSS
 QF1155_SETTING: 80 = SET IN A BOULDER
 QF1155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1155+STABILITY: SURFACE MOTION
 QF1155
 QF1155  HISTORY     - Date     Condition        Report By
 QF1155  HISTORY     - 1910     MONUMENTED       IBC
 QF1155
 QF1155                          STATION DESCRIPTION
 QF1155
 QF1155'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (AJB)
 QF1155'ON THE W SIDE OF THE ST CROIX RIVER ABOUT 150 FEET DOWNSTREAM FROM
 QF1155'THE LOWER END OF HORSE ISLAND.
 QF1155'
 QF1155'STATION MARK IS A CROSS CUT IN A ROCK 7 FEET LONG IN THE EDGE OF THE
 QF1155'WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1972 ***********************************************************************
 QF1972  DESIGNATION -  HADES TABLET IBC
 QF1972  PID         -  QF1972
 QF1972  STATE/COUNTY-  ME/AROOSTOOK
 QF1972  USGS QUAD   -  ORIENT (1989)
 QF1972
 QF1972                         *CURRENT SURVEY CONTROL
 QF1972  ___________________________________________________________________
 QF1972* NAD 83(1996)-  45 51 55.19928(N)    067 48 07.16698(W)     ADJUSTED  
 QF1972* NAVD 88     -       134.     (meters)     440.     (feet)  SCALED    
 QF1972  ___________________________________________________________________
 QF1972  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 QF1972  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 QF1972
 QF1972  HORZ ORDER  -  THIRD
 QF1972
 QF1972.The horizontal coordinates were established by classical geodetic methods
 QF1972.and adjusted by the National Geodetic Survey in March 1998..
 QF1972
 QF1972.The orthometric height was scaled from a topographic map.
 QF1972
 QF1972.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1972
 QF1972.The geoid height was determined by GEOID03.
 QF1972
 QF1972;                    North         East     Units Scale Factor Converg.
 QF1972;SPC ME E     -   244,544.166   354,195.658   MT  0.99993610   +0 30 03.5
 QF1972;UTM  19      - 5,079,783.035   592,989.217   MT  0.99970630   +0 51 35.6
 QF1972
 QF1972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1972!SPC ME E     -   0.99998273  x   0.99993610  =   0.99991883
 QF1972!UTM  19      -   0.99998273  x   0.99970630  =   0.99968903
 QF1972
 QF1972                          SUPERSEDED SURVEY CONTROL
 QF1972
 QF1972  NAD 83(1992)-  45 51 55.19663(N)    067 48 07.16576(W) AD(       ) 4
 QF1972  NAD 83(1986)-  45 51 55.18896(N)    067 48 07.17131(W) AD(       ) 4
 QF1972  NAD 27      -  45 51 55.00645(N)    067 48 09.14808(W) AD(       ) 3
 QF1972
 QF1972.Superseded values are not recommended for survey control.
 QF1972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1972.See file dsdata.txt to determine how the superseded data were derived.
 QF1972
 QF1972_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9298979783(NAD 83)
 QF1972_MARKER: Z = SEE DESCRIPTION
 QF1972_SETTING: 0 = UNSPECIFIED SETTING
 QF1972_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QF1972
 QF1972  HISTORY     - Date     Condition        Report By
 QF1972  HISTORY     - 1912     MONUMENTED       IBC
 QF1972
 QF1972                          STATION DESCRIPTION
 QF1972
 QF1972'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912
 QF1972'THE STATION IS KNOWN TO BE MARKED, HOWEVER A DESCRIPTION IS NOT
 QF1972'AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1884 ***********************************************************************
 PE1884  DESIGNATION -  HADLEYS POINT
 PE1884  PID         -  PE1884
 PE1884  STATE/COUNTY-  ME/HANCOCK
 PE1884  USGS QUAD   -  SALSBURY COVE (1981)
 PE1884
 PE1884                         *CURRENT SURVEY CONTROL
 PE1884  ___________________________________________________________________
 PE1884* NAD 83(1996)-  44 26 19.23822(N)    068 19 03.94100(W)     ADJUSTED  
 PE1884* NAVD 88     -        49.     (meters)     161.     (feet)  SCALED    
 PE1884  ___________________________________________________________________
 PE1884  LAPLACE CORR-           5.41  (seconds)                    DEFLEC99
 PE1884  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 PE1884
 PE1884  HORZ ORDER  -  SECOND
 PE1884
 PE1884.The horizontal coordinates were established by classical geodetic methods
 PE1884.and adjusted by the National Geodetic Survey in March 1998..
 PE1884
 PE1884.The orthometric height was scaled from a topographic map.
 PE1884
 PE1884.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1884
 PE1884.The geoid height was determined by GEOID03.
 PE1884
 PE1884;                    North         East     Units Scale Factor Converg.
 PE1884;SPC ME E     -    85,788.200   314,507.090   MT  0.99990259   +0 07 39.3
 PE1884;UTM  19      - 4,920,823.961   554,293.280   MT  0.99963625   +0 28 39.6
 PE1884
 PE1884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1884!SPC ME E     -   0.99999614  x   0.99990259  =   0.99989873
 PE1884!UTM  19      -   0.99999614  x   0.99963625  =   0.99963239
 PE1884
 PE1884:                Primary Azimuth Mark                     Grid Az
 PE1884:SPC ME E     -  LAMOINE BEACH BLACK STANDPIPE            045 56 02.4
 PE1884:UTM  19      -  LAMOINE BEACH BLACK STANDPIPE            045 35 02.1
 PE1884
 PE1884|---------------------------------------------------------------------|
 PE1884| PID    Reference Object                     Distance      Geod. Az  |
 PE1884|                                                           dddmmss.s |
 PE1884| PE1872 LAMOINE BEACH BLACK STANDPIPE       APPROX. 2.2 KM 0460341.7 |
 PE1884| PE1870 HIGGINS                             APPROX. 6.9 KM 2161516.8 |
 PE1884| PE1869 MT DESERT NARROWS S TRANSM TWR      APPROX. 4.0 KM 2550733.2 |
 PE1884| PE1871 MT DESERT NARROWS N TRANSM TWR      APPROX. 4.1 KM 2585750.8 |
 PE1884| PE1939 WEST TRENTON UNION CHURCH           APPROX. 6.6 KM 2683655.8 |
 PE1884| CE7970 HADLEYS POINT RM 2                   18.272 METERS 30731     |
 PE1884| PE1886 EAST TRENTON TALL WHITE SPIRE       APPROX. 4.9 KM 3350815.2 |
 PE1884| PE1867 EAST LAMOINE GRAY CHURCH SPIRE      APPROX. 3.2 KM 3560251.1 |
 PE1884|---------------------------------------------------------------------|
 PE1884
 PE1884                          SUPERSEDED SURVEY CONTROL
 PE1884
 PE1884  NAD 83(1992)-  44 26 19.23303(N)    068 19 03.93858(W) AD(       ) 2
 PE1884  NAD 83(1986)-  44 26 19.23203(N)    068 19 03.94246(W) AD(       ) 2
 PE1884  NAD 27      -  44 26 18.95200(N)    068 19 05.88200(W) AD(       ) 2
 PE1884
 PE1884.Superseded values are not recommended for survey control.
 PE1884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1884.See file dsdata.txt to determine how the superseded data were derived.
 PE1884
 PE1884_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK5429320824(NAD 83)
 PE1884
 PE1884  HISTORY     - Date     Condition        Report By
 PE1884  HISTORY     - 1865     MONUMENTED       CGS
 PE1884  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE1884  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE1884  HISTORY     - 1979     GOOD             NGS
 PE1884
 PE1884                          STATION DESCRIPTION
 PE1884
 PE1884'DESCRIBED BY COAST AND GEODETIC SURVEY 1865 (GAF)
 PE1884'ON THE POINT OF THAT NAME, THE MOST NORTHERLY POINT OF MOUNT
 PE1884'DESERT ISLAND.
 PE1884'
 PE1884'THE STATION IS ABOUT 1/2 MILE S BY W OF THE EXTREME POINT,
 PE1884'ABOUT 1/4 MILE N OF THE EDEN-SALISBURY COVE ROAD, AND ABOUT
 PE1884'5/8 MILE NE BY N FROM EDEN.  THE LAND WAS THEN OWNED BY ABRAHAM
 PE1884'RICHARDSON, WHOSE HOUSE STOOD ABOUT 30 METERS TO THE SOUTHWARD.
 PE1884'
 PE1884'THE STATION MARK IS A COPPER BOLT SET IN A HOLE IN A
 PE1884'ROCK.  RICHARDS STATION IS ON THE SAME HILL, ABOUT 250 METERS TO
 PE1884'THE E BY N.  CARE SHOULD BE TAKEN NOT TO MISTAKE THE ONE FOR THE
 PE1884'OTHER, AS THEY ARE MARKED IN THE SAME MANNER.
 PE1884
 PE1884                          STATION RECOVERY (1934)
 PE1884
 PE1884'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1884'ON THE POINT OF LAND BY THAT NAME, WHICH LIES IN MOUNT DESERT
 PE1884'NARROWS BETWEEN THOMAS BAY AND SALISBURY COVE AND ABOUT 1/2
 PE1884'MILE S OF THE N TIP OF THE POINT.  THE STATION, A COPPER BOLT
 PE1884'SET IN A HOLE IN A ROCK, IS IN AN OPEN PASTURE ABOUT 300 METERS
 PE1884'W OF THE ROAD LEADING N TO THE POINT.  THERE IS A FENCE ABOUT
 PE1884'150 FEET W OF THE ROAD AND THE STATION IS 225 FEET W OF THIS
 PE1884'FENCE.
 PE1884'
 PE1884'REFERENCE MARK NO. 1 IS NE OF THE STATION, 200 FEET W OF THE
 PE1884'FENCE.  REFERENCE MARK NO. 2 IS NW OF THE STATION, 277 FEET W OF
 PE1884'THE FENCE.
 PE1884'
 PE1884'TO REACH FROM ELLSWORTH GO S ON HIGHWAY 3, TO THE JUNCTION
 PE1884'OF HIGHWAY 198.  THENCE E 3 MILES ON HIGHWAY 3 AND TAKE ROAD LEFT
 PE1884'TOWARD SHORE 1/2 MILE.  THE STATION IS IN THE PASTURE ON THE LEFT.
 PE1884'
 PE1884'A 60-FOOT TOWER AND TRIPOD WAS ERECTED OVER THE STATION.
 PE1884
 PE1884                          STATION RECOVERY (1944)
 PE1884
 PE1884'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1884'STATION RECOVERED AS DESCRIBED BY K.G.C. IN 1934.  STATION AND
 PE1884'REFERENCE MARKS ARE IN GOOD CONDITION.  ANOTHER AID IN RECOVERY
 PE1884'IS, SOME OF THE REMAINS OF THE SIGNAL ARE STILL THERE.  DISTANCES
 PE1884'TO REFERENCE MARKS WERE CHECKED.
 PE1884
 PE1884                          STATION RECOVERY (1979)
 PE1884
 PE1884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JVD)
 PE1884'DESCRIPTION ADEQUATE FOR RECOVERY EXCEPT THAT THE STATION WAS FOUND
 PE1884'MARKED BY A STANDARD C AND GS TRIANGULATION DISK STAMPED HADLEYS
 PE1884'POINT 1865-1934.  THE REFERENCE MARKS WERE ALSO FOUND TO BE MARKED
 PE1884'BY DISKS AND WERE STAMPED HADLEYS POINT NO. 1 1934 AND HADLEYS
 PE1884'POINT NO. 2 1934.
 PE1884'
 PE1884'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT HAMILTON
 PE1884'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1874 ***********************************************************************
 PE1874  DESIGNATION -  HADLEYS PT PEAK ROOF YEL CUP
 PE1874  PID         -  PE1874
 PE1874  STATE/COUNTY-  ME/HANCOCK
 PE1874  USGS QUAD   -  SALSBURY COVE (1981)
 PE1874
 PE1874                         *CURRENT SURVEY CONTROL
 PE1874  ___________________________________________________________________
 PE1874* NAD 83(1996)-  44 26 10.50659(N)    068 18 28.61945(W)     ADJUSTED  
 PE1874* NAVD 88     -                                                        
 PE1874  ___________________________________________________________________
 PE1874  LAPLACE CORR-           5.19  (seconds)                    DEFLEC99
 PE1874  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 PE1874
 PE1874  HORZ ORDER  -  THIRD
 PE1874
 PE1874.The horizontal coordinates were established by classical geodetic methods
 PE1874.and adjusted by the National Geodetic Survey in March 1998..
 PE1874
 PE1874
 PE1874.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1874
 PE1874.The geoid height was determined by GEOID03.
 PE1874
 PE1874;                    North         East     Units Scale Factor Converg.
 PE1874;SPC ME E     -    85,520.495   315,288.769   MT  0.99990287   +0 08 04.0
 PE1874;UTM  19      - 4,920,561.107   555,076.372   MT  0.99963730   +0 29 04.3
 PE1874
 PE1874                          SUPERSEDED SURVEY CONTROL
 PE1874
 PE1874  NAD 83(1992)-  44 26 10.50152(N)    068 18 28.61723(W) AD(       ) 4
 PE1874  NAD 83(1986)-  44 26 10.50049(N)    068 18 28.62117(W) AD(       ) 4
 PE1874  NAD 27      -  44 26 10.22000(N)    068 18 30.56300(W) AD(       ) 3
 PE1874
 PE1874.Superseded values are not recommended for survey control.
 PE1874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1874.See file dsdata.txt to determine how the superseded data were derived.
 PE1874
 PE1874_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK5507620561(NAD 83)
 PE1874
 PE1874  HISTORY     - Date     Condition        Report By
 PE1874  HISTORY     - 1934     MONUMENTED       CGS
 PE1874  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE1874  HISTORY     - 1956     SEE DESCRIPTION  CGS
 PE1874  HISTORY     - 1988     GOOD             USPSQD
 PE1874
 PE1874                          STATION DESCRIPTION
 PE1874
 PE1874'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1874'THE YELLOW CUPOLA, WITH A SHORT WHITE SPINDLE AT TOP OF RED
 PE1874'PEAKED ROOF, ON A LARGE BARN AMONGST SEVERAL YELLOW PAINTED
 PE1874'FARM BUILDINGS AT HADLEYS POINT ON THE N END OF MOUNT DESERT
 PE1874'ISLAND.
 PE1874
 PE1874                          STATION RECOVERY (1944)
 PE1874
 PE1874'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1874'STATION IS LOCATED ABOUT 3/4 MILE SE OF HADLEYS POINT, ABOUT 80
 PE1874'METERS N OF STATE ROUTE II ON THE E OF TWO YELLOW HIP-ROOFED
 PE1874'BARNS WHICH ARE ABOUT 50 METERS APART.  THE RIDGE OF THE ROOF OF
 PE1874'THE CENTER SECTION OF THE BARN THAT THE STATION IS ON, RUNS NE AND
 PE1874'SW, WHILE THE RIDGES OF THE CONNECTING WINGS ON EITHER SIDE RUN
 PE1874'NW AND SE.
 PE1874'
 PE1874'STATION IS THE SQUARE, YELLOW, RED-ROOFED CUPOLA WITH
 PE1874'SHUTTER-TYPE VENTILATORS, SMALL WHITE SPINDLE ON TOP OF THE
 PE1874'PYRAMIDAL ROOF, AND IS LOCATED ON THE CENTER OF THE BARN.
 PE1874'
 PE1874'THE NW WING HAS THREE ROUND VENTILATING CUPOLAS ON THE ROOF AND
 PE1874'THE SE WING HAS ONLY TWO.
 PE1874'
 PE1874'THE W BARN MENTIONED ABOVE, HAS FOUR ROUND VENTILATING CUPOLAS
 PE1874'AND TWO SQUARE ONES WITH SMALL YELLOW SPINDLES ON TOP.
 PE1874
 PE1874                          STATION RECOVERY (1956)
 PE1874
 PE1874'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 PE1874'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE 1944 RECOVERY
 PE1874'NOTE BY F.L.P. IS ADEQUATE AND COMPLETE.
 PE1874
 PE1874                          STATION RECOVERY (1988)
 PE1874
 PE1874'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE1874'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0868 ***********************************************************************
 SF0868  DESIGNATION -  HAFEY MTN
 SF0868  PID         -  SF0868
 SF0868  STATE/COUNTY-  ME/AROOSTOOK
 SF0868  USGS QUAD   -  HAFEY POND (1987)
 SF0868
 SF0868                         *CURRENT SURVEY CONTROL
 SF0868  ___________________________________________________________________
 SF0868* NAD 83(1996)-  47 15 00.26207(N)    069 10 39.29495(W)     ADJUSTED  
 SF0868* NAVD 88     -       495.1    (meters)    1624.     (feet)  VERTCON   
 SF0868  ___________________________________________________________________
 SF0868  LAPLACE CORR-           7.24  (seconds)                    DEFLEC99
 SF0868  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 SF0868
 SF0868  HORZ ORDER  -  THIRD
 SF0868
 SF0868.The horizontal coordinates were established by classical geodetic methods
 SF0868.and adjusted by the National Geodetic Survey in March 1998..
 SF0868
 SF0868.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0868.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0868
 SF0868.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0868
 SF0868.The geoid height was determined by GEOID03.
 SF0868
 SF0868;                    North         East     Units Scale Factor Converg.
 SF0868;SPC ME E     -   398,445.257   248,711.995   MT  0.99993232   -0 29 51.3
 SF0868;UTM  19      - 5,232,969.694   486,562.355   MT  0.99960222   -0 07 49.4
 SF0868
 SF0868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0868!SPC ME E     -   0.99992641  x   0.99993232  =   0.99985874
 SF0868!UTM  19      -   0.99992641  x   0.99960222  =   0.99952866
 SF0868
 SF0868|---------------------------------------------------------------------|
 SF0868| PID    Reference Object                     Distance      Geod. Az  |
 SF0868|                                                           dddmmss.s |
 SF0868| DA5423 HAFEY MTN RM 1                        7.820 METERS 05831     |
 SF0868| DA5424 HAFEY MTN RM 2                        5.063 METERS 21723     |
 SF0868| SF1053 ROCKY MTN LOT                       APPROX.10.2 KM 2303429.6 |
 SF0868|---------------------------------------------------------------------|
 SF0868
 SF0868                          SUPERSEDED SURVEY CONTROL
 SF0868
 SF0868  NAD 83(1992)-  47 15 00.24870(N)    069 10 39.29186(W) AD(       ) 3
 SF0868  NAD 83(1986)-  47 15 00.25727(N)    069 10 39.28889(W) AD(       ) 3
 SF0868  NAD 27      -  47 15 00.14135(N)    069 10 41.14627(W) AD(       ) 3
 SF0868  NGVD 29 (07/19/86)  495.2    (m)         1625.     (f) VERT ANG       
 SF0868
 SF0868.Superseded values are not recommended for survey control.
 SF0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0868.See file dsdata.txt to determine how the superseded data were derived.
 SF0868
 SF0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN8656232970(NAD 83)
 SF0868_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SF0868_SETTING: 66 = SET IN ROCK OUTCROP
 SF0868
 SF0868  HISTORY     - Date     Condition        Report By
 SF0868  HISTORY     - 1960     MONUMENTED       CGS
 SF0868  HISTORY     - 1966     SEE DESCRIPTION  AEROS
 SF0868
 SF0868                          STATION DESCRIPTION
 SF0868
 SF0868'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HRL)
 SF0868'STATION IS LOCATED ON THE SOUTHERN SLOPE OF HAFEY MOUNTAIN,
 SF0868'ABOUT 70 FEET LOWER THAN THE HIGHEST POINT, 15 MILES SOUTH
 SF0868'OF ESTCOURT, QUEBEC, CANADA, 6 MILES WEST OF THE ST. FRANCIS
 SF0868'RIVER, 10-1/2 MILES NORTH-NORTHWEST OF THE CONFLUENCE OF THE
 SF0868'ST. JOHN-BLACK RIVERS AND IS IN TOWNSHIP 18, RANGE 11.
 SF0868'
 SF0868'STATION IS REACHED FROM THE CANADIAN CUSTOMS OFFICE IN ESTCOURT,
 SF0868'QUEBEC, CANADA.  GO SOUTH ON A GRAVELED ROAD FOR 4.35 MILES TO
 SF0868'A GATE WHICH IS USUALLY LOCKED.  OCCUPANT OF HOUSE WHICH IS
 SF0868'ABOUT 150 FEET WEST OF THE GATE HAS THE KEY FOR THE LOCK ON THE
 SF0868'GATE.  PASS THROUGH THE GATE AND GO WESTERLY AND SOUTH, ON A
 SF0868'GRAVELED ROAD, CROSSING UNITED STATES-CANADA BOUNDARY LINE,
 SF0868'FOR 7.5 MILES TO A FORK AND OLD LOGGING CAMP BUILDINGS.  KEEP
 SF0868'RIGHT AND CONTINUE ON THE GRAVELED ROAD FOR 2.3 MILES TO A
 SF0868'SIDE ROAD LEFT.  TURN LEFT AND GO SOUTHERLY, ON A DIRT ROAD
 SF0868'FOR 3.9 MILES TO A LOGGING CAMP.  PASS THROUGH THE CAMP
 SF0868'AND CONTINUE FOR 0.9 MILE TO A SIDE ROAD RIGHT.  CONTINUE
 SF0868'SOUTHERLY, ON THE DIRT ROAD FOR 1.8 MILES TO A FORK.  TURN
 SF0868'SHARP RIGHT AND GO WESTERLY, ON A DIRT ROAD FOR 0.95 MILE
 SF0868'TO A BURNED OFF HILL AND A DIM TRACK ROAD ON THE LEFT AND
 SF0868'END OF TRUCK TRAVEL.  PACK NORTHEAST AND NORTH, UPHILL ON AN
 SF0868'OLD LOGGING ROAD, FOR ABOUT 10 MINUTES TO THE BASE OF A HIGH
 SF0868'HILL.  TURN RIGHT AND PACK AROUND THE WEST SIDE OF THE HILL, FOR
 SF0868'ABOUT 20 MINUTES.  TURN LEFT AND FOLLOW AN OLD TRAIL UPHILL,
 SF0868'BETWEEN TWO HILLS, FOR ABOUT 10 MINUTES.  BEAR LEFT AND GO
 SF0868'UPHILL, FOR ABOUT 5 MINUTES TO THE SUMMIT OF A LOW HILL, A
 SF0868'CAIRN AND STATION.
 SF0868'
 SF0868'ALL MARKS ARE STANDARD DISKS, CEMENTED IN DRILL HOLES, IN THE
 SF0868'TOP OF OUTCROPPING BEDROCK.
 SF0868'
 SF0868'STATION MARK DISK IS STAMPED HAFEY MTN 1960 AND PROJECTS ABOUT
 SF0868'6 INCHES.  IT IS 6.3 FEET WEST OF A CAIRN.
 SF0868'
 SF0868'REFERENCE MARK NUMBER 1 IS STAMPED HAFEY MTN NO 1 1960 AND
 SF0868'PROJECTS ABOUT 4 INCHES.  IT IS 19.7 FEET NORTHEAST OF THE
 SF0868'CAIRN AND ABOUT 3 FEET LOWER THAN THE STATION MARK.
 SF0868'
 SF0868'REFERENCE MARK NUMBER 2 IS STAMPED HAFEY NO 2 1960 AND PROJECTS
 SF0868'ABOUT 5 INCHES.  IT IS 22 FEET SOUTHWEST OF THE CAIRN AND ABOUT
 SF0868'4 FEET LOWER THAN THE STATION MARK.
 SF0868'
 SF0868'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 SF0868
 SF0868                          STATION RECOVERY (1966)
 SF0868
 SF0868'RECOVERY NOTE BY AERO SERVICE CORPORATION 1966
 SF0868'STATION HAFEY MTN RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2424 ***********************************************************************
 PE2424  DESIGNATION -  HAGAR 1868
 PE2424  PID         -  PE2424
 PE2424  STATE/COUNTY-  ME/SAGADAHOC
 PE2424  USGS QUAD   -  GARDINER (1991)
 PE2424
 PE2424                         *CURRENT SURVEY CONTROL
 PE2424  ___________________________________________________________________
 PE2424* NAD 83(1996)-  44 08 09.65818(N)    069 46 05.15501(W)     ADJUSTED  
 PE2424* NAVD 88     -        79.     (meters)     259.     (feet)  SCALED    
 PE2424  ___________________________________________________________________
 PE2424  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 PE2424  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 PE2424
 PE2424  HORZ ORDER  -  THIRD
 PE2424
 PE2424.The horizontal coordinates were established by classical geodetic methods
 PE2424.and adjusted by the National Geodetic Survey in March 1998..
 PE2424
 PE2424.The orthometric height was scaled from a topographic map.
 PE2424
 PE2424.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2424
 PE2424.The geoid height was determined by GEOID03.
 PE2424
 PE2424;                    North         East     Units Scale Factor Converg.
 PE2424;SPC ME W     -   144,803.337   931,893.450   MT  0.99997917   +0 16 39.2
 PE2424;UTM  19      - 4,887,266.831   438,559.176   MT  0.99964643   -0 32 05.6
 PE2424
 PE2424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2424!SPC ME W     -   0.99999170  x   0.99997917  =   0.99997087
 PE2424!UTM  19      -   0.99999170  x   0.99964643  =   0.99963813
 PE2424
 PE2424                          SUPERSEDED SURVEY CONTROL
 PE2424
 PE2424  NAD 83(1992)-  44 08 09.65917(N)    069 46 05.15430(W) AD(       ) 3
 PE2424  NAD 83(1986)-  44 08 09.66494(N)    069 46 05.15896(W) AD(       ) 3
 PE2424  NAD 27      -  44 08 09.01500(N)    069 46 07.03400(W) AD(       ) 3
 PE2424
 PE2424.Superseded values are not recommended for survey control.
 PE2424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2424.See file dsdata.txt to determine how the superseded data were derived.
 PE2424
 PE2424_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3855987267(NAD 83)
 PE2424
 PE2424  HISTORY     - Date     Condition        Report By
 PE2424  HISTORY     - 1868     MONUMENTED       COASUR
 PE2424  HISTORY     - 1913     SEE DESCRIPTION  CGS
 PE2424  HISTORY     - 1933     SEE DESCRIPTION  CGS
 PE2424  HISTORY     - 1949     SEE DESCRIPTION  CGS
 PE2424  HISTORY     - 1979     GOOD             NGS
 PE2424
 PE2424                          STATION DESCRIPTION
 PE2424
 PE2424'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 PE2424'NEAR THE SUMMIT OF A HIGH RIDGE ON THE W SIDE OF KENNEBEC RIVER
 PE2424'ABOUT 1-1/2 MILES ABOVE ICEBORO, ABOUT 0.4 MILE FROM THE SHORE
 PE2424'AND ABOUT 200 METERS W OF THE ROAD FROM RICHMOND TO GARDINER.  THE
 PE2424'EASTERN SLOPE OF THE RIDGE IS STEEP, BUT THE NORTHERN SLOPE,
 PE2424'UPON WHICH THE STATION IS LOCATED, IS MORE GRADUAL.  THE LAND
 PE2424'BELONGS TO E.A. YEATON, WHOSE HOUSE IS TO THE EASTWARD OF THE
 PE2424'STATION.  THE STATION LEDGE RISES ABOVE THE GROUND ABOUT 10
 PE2424'INCHES.  STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 PE2424'WEDGED IN DRILL HOLES IN BOULDERS.  THE REFERENCE MARK IS
 PE2424'1.02 METERS TO THE NE, AND A PILE OF ROCK WAS MADE AROUND THE
 PE2424'STATION.
 PE2424
 PE2424                          STATION RECOVERY (1933)
 PE2424
 PE2424'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CMD)
 PE2424'STATION RECOVERED.  THE LEDGE IN WHICH THE STATION MARK IS SET
 PE2424'NO LONGER SHOWS ABOVE THE GROUND.  A DOUBLE PINE TREE IS 3.94
 PE2424'METERS N, AND A SINGLE PINE TREE IS 2.29 METERS S OF THE
 PE2424'STATION.  A PILE OF ROCKS IS OVER THE STATION AND REFERENCE
 PE2424'MARKS.  NO ADDITIONS WERE MADE TO THE MARKING OF THE STATION.
 PE2424'
 PE2424'STATION AND REFERENCE MARKS ARE STAMPED 1868 - 1913.
 PE2424'
 PE2424'TO REACH STATION DRIVE UP RIVER ROAD 4 MILES FROM THE FOOT OF
 PE2424'THE MAIN STREET IN RICHMOND.
 PE2424
 PE2424                          STATION RECOVERY (1949)
 PE2424
 PE2424'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM)
 PE2424'STATION AND REFERENCE MARK RECOVERED AS DESCRIBED.  DESCRIPTION
 PE2424'IS ADEQUATE.
 PE2424
 PE2424                          STATION RECOVERY (1979)
 PE2424
 PE2424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 PE2424'THE STATION MARK AND REFERENCE MARK WAS RECOVERED IN GOOD CONDITION.
 PE2424'
 PE2424'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 197 AND 24,
 PE2424'IN RICHMOND, GO NORTH ON HIGHWAY 24 FOR 3.85 MILES TO A YELLOW HOUSE
 PE2424'ON THE RIGHT AND THE END OF TRUCK TRAVEL.  PACK WEST-NORTHWEST UP A
 PE2424'FAIRLY STEEP HILL TO THE STATION ON THE SOUTHWEST SLOPE OF RIDGE.
 PE2424'
 PE2424'THE STATION MARK STAMPED---HAGAR 1868-1913---IS A STANDARD DISK
 PE2424'CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP THAT IS FLUSH WITH THE
 PE2424'GROUND.  IT IS 3 FEET SOUTHWEST OF A 3 FEET HIGH CAIRN AND 3 FEET
 PE2424'NORTH OF A WITNESS SIGN ATTACHED TO A SMALL TREE.
 PE2424'
 PE2424'THE REFERENCE MARK STAMPED---HAGAR NO 1 1868 1913---IS A STANDARD
 PE2424'DISK CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP THAT IS FLUSH WITH THE
 PE2424'GROUND.  IT IS 3 FEET SOUTHEAST OF THE CAIRN AND 3 FEET NORTHEAST OF
 PE2424'THE WITNESS SIGN ON THE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0405 ***********************************************************************
 OB0405  DESIGNATION -  HAGGETT 1
 OB0405  PID         -  OB0405
 OB0405  STATE/COUNTY-  ME/LINCOLN
 OB0405  USGS QUAD   -  BRISTOL (1969)
 OB0405
 OB0405                         *CURRENT SURVEY CONTROL
 OB0405  ___________________________________________________________________
 OB0405* NAD 83(1996)-  43 59 45.37322(N)    069 36 38.24458(W)     ADJUSTED  
 OB0405* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 OB0405  ___________________________________________________________________
 OB0405  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 OB0405  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 OB0405
 OB0405  HORZ ORDER  -  THIRD
 OB0405
 OB0405.The horizontal coordinates were established by classical geodetic methods
 OB0405.and adjusted by the National Geodetic Survey in March 1998..
 OB0405
 OB0405.The orthometric height was scaled from a topographic map.
 OB0405
 OB0405.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0405
 OB0405.The geoid height was determined by GEOID03.
 OB0405
 OB0405;                    North         East     Units Scale Factor Converg.
 OB0405;SPC ME W     -   129,312.243   944,599.688   MT  0.99999112   +0 23 10.5
 OB0405;UTM  19      - 4,871,602.793   451,040.430   MT  0.99962948   -0 25 26.9
 OB0405
 OB0405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0405!SPC ME W     -   0.99999213  x   0.99999112  =   0.99998325
 OB0405!UTM  19      -   0.99999213  x   0.99962948  =   0.99962161
 OB0405
 OB0405:                Primary Azimuth Mark                     Grid Az
 OB0405:SPC ME W     -  DAMARISCOTTA GRAY STANDPIPE              061 12 34.8
 OB0405:UTM  19      -  DAMARISCOTTA GRAY STANDPIPE              062 01 12.2
 OB0405
 OB0405|---------------------------------------------------------------------|
 OB0405| PID    Reference Object                     Distance      Geod. Az  |
 OB0405|                                                           dddmmss.s |
 OB0405| PE2400 DAMARISCOTTA GRAY STANDPIPE         APPROX.11.5 KM 0613545.3 |
 OB0405| CE8206 HAGGETT 1 RM 1                       18.083 METERS 10307     |
 OB0405| OB0455 CUSHMAN RESET                       APPROX. 5.8 KM 2505252.8 |
 OB0405| OB0448 COTTAGE WHITE CHIMNEY               APPROX. 6.5 KM 2611851.1 |
 OB0405| PE2416 WISCASSET WHITE SPIRE               APPROX. 4.7 KM 2810217.3 |
 OB0405| PE2415 WISCASSET CONG WHITE SPIRE          APPROX. 4.7 KM 2810538.7 |
 OB0405| PE2418 WISCASSET BROWN SPIRE               APPROX. 4.6 KM 2825337.6 |
 OB0405| PE2419 DUNHAMS HILL                        APPROX. 2.4 KM 3221834.8 |
 OB0405| CE8207 HAGGETT 1 RM 2                       10.069 METERS 34825     |
 OB0405|---------------------------------------------------------------------|
 OB0405
 OB0405                          SUPERSEDED SURVEY CONTROL
 OB0405
 OB0405  NAD 83(1992)-  43 59 45.37477(N)    069 36 38.23986(W) AD(       ) 3
 OB0405  NAD 83(1986)-  43 59 45.37986(N)    069 36 38.24533(W) AD(       ) 3
 OB0405  NAD 27      -  43 59 45.09200(N)    069 36 40.06700(W) AD(       ) 3
 OB0405
 OB0405.Superseded values are not recommended for survey control.
 OB0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0405.See file dsdata.txt to determine how the superseded data were derived.
 OB0405
 OB0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ5104071603(NAD 83)
 OB0405
 OB0405  HISTORY     - Date     Condition        Report By
 OB0405  HISTORY     - 1855     MONUMENTED       CGS
 OB0405  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0405  HISTORY     - 1973     SEE DESCRIPTION  MEDT
 OB0405
 OB0405                          STATION DESCRIPTION
 OB0405
 OB0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1855 (AWE)
 OB0405'STATION IS ON A HIGH BARE HILL IN EDGECOMBE TOWNSHIP ON THE W SIDE
 OB0405'OF THE ROAD LEADING FROM SHEEPSCOT BRIDGE TO DAMARISCOTTA RIVER
 OB0405'AND ABOUT 2-3/4 MILES BY THE ROAD FROM WISCASSET.  A STONE FENCE
 OB0405'ON THE W SIDE OF THE ROAD IS 30 METERS FROM THE STATION.  THE
 OB0405'LAND ON WHICH THE STATION STANDS IS OWNED BY A MR. HAGGETT.  THE
 OB0405'STATION IS MARKED BY A HOLE DRILLED IN THE LEDGE.
 OB0405
 OB0405                          STATION RECOVERY (1934)
 OB0405
 OB0405'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0405'THIS STATION IS ON THE HILL KNOWN AS HAGGETT HILL AND ABOUT 100
 OB0405'YARDS W OF THE ROAD WHICH LEADS S FROM U.S. HIGHWAY 1 AT SOUTH
 OB0405'NEW CASTLE.  THE STATION MARK IS ON THE TOP OF A RUGGED LEDGE
 OB0405'SURROUNDED BY JUNIPER BUSHES AND JUST N OF A STONE WALL WHICH
 OB0405'LEADS W FROM THE ROAD ACROSS THE HILL.
 OB0405'
 OB0405'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 OB0405'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 OB0405'
 OB0405'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 ARE E AND N OF
 OB0405'THE STATION RESPECTIVELY.
 OB0405'
 OB0405'TO REACH FROM THE CROSSROADS ON U.S. HIGHWAY 1 AT THE VILLAGE
 OB0405'OF SOUTH NEW CASTLE, WHICH IS ABOUT 2 MILES E OF WISCASSET, GO S
 OB0405'0.55 MILE ON THE DIRT ROAD TO THE ROCK WALL MENTIONED ABOVE ON
 OB0405'THE RIGHT.  FROM HERE WALK W ABOUT 100 YARDS TO THE STATION.
 OB0405'THERE IS A CHURCH ON THE N SIDE OF HIGHWAY 1 AT THE CROSSROADS
 OB0405'MENTIONED ABOVE.
 OB0405'
 OB0405'A 20-FOOT TRIPOD AND SCAFFOLD WAS ERECTED OVER THE STATION.
 OB0405
 OB0405                          STATION RECOVERY (1973)
 OB0405
 OB0405'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1973
 OB0405'RECOVERED IN GOOD CONDITION WITH THE DESCRIPTION REVISED AS
 OB0405'FOLLOWS.  TO REACH FROM WISCASSETT, GO N ON U.S. 1 TO THE
 OB0405'WISCASSETT-NEWCASTLE LINE.  TURN S 100 FT SOUTH OF THE TOWN
 OB0405'LINE ONTO THE DODGE ROAD .5 MI. TO THE TOP OF HILL, THEN PROCEED
 OB0405'ALONG STONE WALL TO STATION.
 OB0405'
 OB0405'RM 1 AND RM 2 RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0406 ***********************************************************************
 OB0406  DESIGNATION -  HAGGETT 2 1857
 OB0406  PID         -  OB0406
 OB0406  STATE/COUNTY-  ME/LINCOLN
 OB0406  USGS QUAD   -  BRISTOL (1969)
 OB0406
 OB0406                         *CURRENT SURVEY CONTROL
 OB0406  ___________________________________________________________________
 OB0406* NAD 83(1996)-  43 58 25.15076(N)    069 36 24.45732(W)     ADJUSTED  
 OB0406* NAVD 88     -        85.     (meters)     279.     (feet)  SCALED    
 OB0406  ___________________________________________________________________
 OB0406  LAPLACE CORR-           2.18  (seconds)                    DEFLEC99
 OB0406  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 OB0406
 OB0406  HORZ ORDER  -  THIRD
 OB0406
 OB0406.The horizontal coordinates were established by classical geodetic methods
 OB0406.and adjusted by the National Geodetic Survey in March 1998..
 OB0406
 OB0406.The orthometric height was scaled from a topographic map.
 OB0406
 OB0406.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0406
 OB0406.The geoid height was determined by GEOID03.
 OB0406
 OB0406;                    North         East     Units Scale Factor Converg.
 OB0406;SPC ME W     -   126,838.379   944,923.675   MT  0.99999148   +0 23 19.5
 OB0406;SPC ME E     -    34,701.017   211,197.690   MT  0.99999696   -0 46 06.7
 OB0406;UTM  19      - 4,869,125.492   451,329.297   MT  0.99962913   -0 25 16.8
 OB0406
 OB0406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0406!SPC ME W     -   0.99999072  x   0.99999148  =   0.99998220
 OB0406!SPC ME E     -   0.99999072  x   0.99999696  =   0.99998768
 OB0406!UTM  19      -   0.99999072  x   0.99962913  =   0.99961985
 OB0406
 OB0406                          SUPERSEDED SURVEY CONTROL
 OB0406
 OB0406  NAD 83(1992)-  43 58 25.15187(N)    069 36 24.45223(W) AD(       ) 3
 OB0406  NAD 83(1986)-  43 58 25.15698(N)    069 36 24.45777(W) AD(       ) 3
 OB0406  NAD 27      -  43 58 24.85000(N)    069 36 26.23000(W) AD(       ) 3
 OB0406
 OB0406.Superseded values are not recommended for survey control.
 OB0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0406.See file dsdata.txt to determine how the superseded data were derived.
 OB0406
 OB0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ5132969125(NAD 83)
 OB0406
 OB0406  HISTORY     - Date     Condition        Report By
 OB0406  HISTORY     - 1857     MONUMENTED       CGS
 OB0406  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0406  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0406
 OB0406                          STATION DESCRIPTION
 OB0406
 OB0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1857 (AWE)
 OB0406'ON A HIGH BARE HILL OWNED BY JOHN HAGGETT, ABOUT 3/4 MILE SSE
 OB0406'OF HAGGETT 1, AND 33 FEET 4 INCHES S OF A STONE FENCE RUNNING
 OB0406'NEARLY E AND W ACROSS THE HILL.  THE STATION IS MARKED BY A
 OB0406'HOLE DRILLED IN THE ROCK.
 OB0406
 OB0406                          STATION RECOVERY (1934)
 OB0406
 OB0406'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0406'THIS INTERSECTION STATION WAS RECOVERED AS DESCRIBED IN THE
 OB0406'PUBLICATION, HOWEVER, NO CHECK WAS MADE ON THE STATION IN THE
 OB0406'1934 WORK.  ITS DETERMINATION BY THE OLD WORK IS POOR AND
 OB0406'THEREFORE IT WAS NOT CONSIDERED WORTHWHILE TO RE-MARK THE STATION.
 OB0406
 OB0406                          STATION RECOVERY (1942)
 OB0406
 OB0406'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (HOF)
 OB0406'STATION RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0683 ***********************************************************************
 RF0683  DESIGNATION -  HAINES
 RF0683  PID         -  RF0683
 RF0683  STATE/COUNTY-  ME/AROOSTOOK
 RF0683  USGS QUAD   -  PRESQUE ISLE (1984)
 RF0683
 RF0683                         *CURRENT SURVEY CONTROL
 RF0683  ___________________________________________________________________
 RF0683* NAD 83(1996)-  46 44 13.42273(N)    068 05 32.30597(W)     ADJUSTED  
 RF0683* NAVD 88     -       280.     (meters)     919.     (feet)  SCALED    
 RF0683  ___________________________________________________________________
 RF0683  LAPLACE CORR-           3.23  (seconds)                    DEFLEC99
 RF0683  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 RF0683
 RF0683  HORZ ORDER  -  THIRD
 RF0683
 RF0683.The horizontal coordinates were established by classical geodetic methods
 RF0683.and adjusted by the National Geodetic Survey in March 1998..
 RF0683
 RF0683.The orthometric height was scaled from a topographic map.
 RF0683
 RF0683.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0683
 RF0683.The geoid height was determined by GEOID03.
 RF0683
 RF0683;                    North         East     Units Scale Factor Converg.
 RF0683;SPC ME E     -   341,277.188   331,156.139   MT  0.99991193   +0 17 48.8
 RF0683;UTM  19      - 5,176,345.444   569,345.505   MT  0.99965911   +0 39 39.7
 RF0683
 RF0683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0683!SPC ME E     -   0.99995982  x   0.99991193  =   0.99987175
 RF0683!UTM  19      -   0.99995982  x   0.99965911  =   0.99961894
 RF0683
 RF0683:                Primary Azimuth Mark                     Grid Az
 RF0683:SPC ME E     -  SHARP                                    087 41 53.6
 RF0683:UTM  19      -  SHARP                                    087 20 02.7
 RF0683
 RF0683|---------------------------------------------------------------------|
 RF0683| PID    Reference Object                     Distance      Geod. Az  |
 RF0683|                                                           dddmmss.s |
 RF0683| RE0731 SHARP                               APPROX.12.0 KM 0875942.4 |
 RF0683|---------------------------------------------------------------------|
 RF0683
 RF0683                          SUPERSEDED SURVEY CONTROL
 RF0683
 RF0683  NAD 83(1992)-  46 44 13.41851(N)    068 05 32.30150(W) AD(       ) 3
 RF0683  NAD 83(1986)-  46 44 13.41619(N)    068 05 32.30557(W) AD(       ) 3
 RF0683  NAD 27      -  46 44 13.25575(N)    068 05 34.18994(W) AD(       ) 3
 RF0683
 RF0683.Superseded values are not recommended for survey control.
 RF0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0683.See file dsdata.txt to determine how the superseded data were derived.
 RF0683
 RF0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM6934676345(NAD 83)
 RF0683_MARKER: DD = SURVEY DISK
 RF0683_SETTING: 66 = SET IN ROCK OUTCROP
 RF0683_SP_SET: SET IN A ROCK LEDGE
 RF0683_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0683+STABILITY: POSITION/ELEVATION WELL
 RF0683
 RF0683  HISTORY     - Date     Condition        Report By
 RF0683  HISTORY     - 1927     MONUMENTED       USGS
 RF0683
 RF0683                          STATION DESCRIPTION
 RF0683
 RF0683'DESCRIBED BY US GEOLOGICAL SURVEY 1927
 RF0683'STATION IS ABOUT 5.0 MI NW. OF PRESQUE ISLE ON THE S. SIDE OF
 RF0683'AROOSTOOK RIVER AND ABOUT 1.0 MI S. OF CROUSEVILLE.  IT IS ON
 RF0683'PROMINENT HILL WITH AN EXCELLENT VIEW TO THE S., W. AND N., BUT HAS
 RF0683'SOME WOODS ON E.  LAND BELONGS TO F. HAROLD HAINES WHO LIVES ABOUT
 RF0683'0.5 MI S.  AN AUTOMOBILE MAY BE DRIVEN THROUGH FIELDS TO STATION
 RF0683'MARK.
 RF0683'
 RF0683'STATION MARK,  STANDARD DISK SET IN SMALL EXPOSED SURFACE OF SOLID
 RF0683'LEDGE.  IT IS NEAR NE. CORNER OF LARGE ROCK PILE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0642 ***********************************************************************
 QF0642  DESIGNATION -  HALEY IBC
 QF0642  PID         -  QF0642
 QF0642  STATE/COUNTY-  ME/WASHINGTON
 QF0642  USGS QUAD   -  VANCEBORO (1988)
 QF0642
 QF0642                         *CURRENT SURVEY CONTROL
 QF0642  ___________________________________________________________________
 QF0642* NAD 83(1996)-  45 36 05.19377(N)    067 27 45.86388(W)     ADJUSTED  
 QF0642* NAVD 88     -       116.     (meters)     381.     (feet)  SCALED    
 QF0642  ___________________________________________________________________
 QF0642  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 QF0642  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 QF0642
 QF0642  HORZ ORDER  -  THIRD
 QF0642
 QF0642.The horizontal coordinates were established by classical geodetic methods
 QF0642.and adjusted by the National Geodetic Survey in March 1998..
 QF0642
 QF0642.The orthometric height was scaled from a topographic map.
 QF0642
 QF0642.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0642
 QF0642.The geoid height was determined by GEOID03.
 QF0642
 QF0642;                    North         East     Units Scale Factor Converg.
 QF0642;SPC ME E     -   215,503.119   380,916.349   MT  0.99998047   +0 44 28.1
 QF0642;UTM  19      - 5,050,915.828   619,885.068   MT  0.99977670   +1 05 54.6
 QF0642
 QF0642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0642!SPC ME E     -   0.99998556  x   0.99998047  =   0.99996603
 QF0642!UTM  19      -   0.99998556  x   0.99977670  =   0.99976226
 QF0642
 QF0642:                Primary Azimuth Mark                     Grid Az
 QF0642:SPC ME E     -  ISLAND IBC                               275 14 07.3
 QF0642:UTM  19      -  ISLAND IBC                               274 52 40.8
 QF0642
 QF0642|---------------------------------------------------------------------|
 QF0642| PID    Reference Object                     Distance      Geod. Az  |
 QF0642|                                                           dddmmss.s |
 QF0642| QF0614 ISLAND IBC                          APPROX. 0.8 KM 2755835.4 |
 QF0642|---------------------------------------------------------------------|
 QF0642
 QF0642                          SUPERSEDED SURVEY CONTROL
 QF0642
 QF0642  NAD 83(1992)-  45 36 05.18991(N)    067 27 45.86100(W) AD(       ) 3
 QF0642  NAD 83(1986)-  45 36 05.19427(N)    067 27 45.87175(W) AD(       ) 3
 QF0642  NAD 27      -  45 36 04.96800(N)    067 27 47.88200(W) AD(       ) 3
 QF0642
 QF0642.Superseded values are not recommended for survey control.
 QF0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0642.See file dsdata.txt to determine how the superseded data were derived.
 QF0642
 QF0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL1988550916(NAD 83)
 QF0642_MARKER: DD = SURVEY DISK
 QF0642_SETTING: 80 = SET IN A BOULDER
 QF0642_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0642+STABILITY: SURFACE MOTION
 QF0642
 QF0642  HISTORY     - Date     Condition        Report By
 QF0642  HISTORY     - 1911     MONUMENTED       IBC
 QF0642
 QF0642                          STATION DESCRIPTION
 QF0642
 QF0642'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (AJB)
 QF0642'ON HALEY POINT ON THE SHORE OF SPEDNIK LAKE, THREE MILES ABOVE
 QF0642'VANCEBORO MAINE.  THE STATION IS ON A ROCK 1.2 BY 1.2 METERS IN CROSS
 QF0642'SECTION AND .4 METERS HIGH.  THIS STATION IS LISTED AS HALEYS POINT,
 QF0642'WITH A SLIGHTLY DIFFERENT DESCRIPTION OF POSITION, BY THE UNITED
 QF0642'STATES COAST AND GEODETIC SURVEY, AND IS NOT TO BE CONFUSED WITH
 QF0642'HALEY POINT ESTABLISHED BY NELSON W SMITH, IN 1946.
 QF0642'
 QF0642'THE STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE IN THE ROCK.  A
 QF0642'CROSS WITHIN A TRIANGLE IS CUT IN A ROCK 3.27 METERS TOWARD THE WATER
 QF0642'FROM THE STATION, AND ANOTHER LIKE MARK IS CUT IN A ROCK 5.41 METERS
 QF0642'INLAND FROM THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0641 ***********************************************************************
 QF0641  DESIGNATION -  HALEY IBC 1917
 QF0641  PID         -  QF0641
 QF0641  STATE/COUNTY-  ME/WASHINGTON
 QF0641  USGS QUAD   -  VANCEBORO (1988)
 QF0641
 QF0641                         *CURRENT SURVEY CONTROL
 QF0641  ___________________________________________________________________
 QF0641* NAD 83(1996)-  45 36 05.19133(N)    067 27 45.84898(W)     ADJUSTED  
 QF0641* NAVD 88     -       116.     (meters)     381.     (feet)  SCALED    
 QF0641  ___________________________________________________________________
 QF0641  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 QF0641  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 QF0641
 QF0641  HORZ ORDER  -  THIRD
 QF0641
 QF0641.The horizontal coordinates were established by classical geodetic methods
 QF0641.and adjusted by the National Geodetic Survey in March 1998..
 QF0641
 QF0641.The orthometric height was scaled from a topographic map.
 QF0641
 QF0641.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0641
 QF0641.The geoid height was determined by GEOID03.
 QF0641
 QF0641;                    North         East     Units Scale Factor Converg.
 QF0641;SPC ME E     -   215,503.048   380,916.673   MT  0.99998047   +0 44 28.2
 QF0641;UTM  19      - 5,050,915.759   619,885.392   MT  0.99977670   +1 05 54.6
 QF0641
 QF0641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0641!SPC ME E     -   0.99998556  x   0.99998047  =   0.99996603
 QF0641!UTM  19      -   0.99998556  x   0.99977670  =   0.99976226
 QF0641
 QF0641:                Primary Azimuth Mark                     Grid Az
 QF0641:SPC ME E     -  REFERENCE MON 114=DIGGITY                022 36 41.5
 QF0641:UTM  19      -  REFERENCE MON 114=DIGGITY                022 15 15.1
 QF0641
 QF0641|---------------------------------------------------------------------|
 QF0641| PID    Reference Object                     Distance      Geod. Az  |
 QF0641|                                                           dddmmss.s |
 QF0641| QF0611 REFERENCE MON 114=DIGGITY           APPROX. 0.9 KM 0232109.7 |
 QF0641|---------------------------------------------------------------------|
 QF0641
 QF0641                          SUPERSEDED SURVEY CONTROL
 QF0641
 QF0641  NAD 83(1992)-  45 36 05.18748(N)    067 27 45.84610(W) AD(       ) 3
 QF0641  NAD 83(1986)-  45 36 05.19182(N)    067 27 45.85684(W) AD(       ) 3
 QF0641  NAD 27      -  45 36 04.96227(N)    067 27 47.86767(W) AD(       ) 3
 QF0641
 QF0641.Superseded values are not recommended for survey control.
 QF0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0641.See file dsdata.txt to determine how the superseded data were derived.
 QF0641
 QF0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL1988550916(NAD 83)
 QF0641_MARKER: DD = SURVEY DISK
 QF0641_SETTING: 80 = SET IN A BOULDER
 QF0641_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0641+STABILITY: SURFACE MOTION
 QF0641
 QF0641  HISTORY     - Date     Condition        Report By
 QF0641  HISTORY     - 1912     MONUMENTED       IBC
 QF0641  HISTORY     - 1946     SEE DESCRIPTION  IBC
 QF0641  HISTORY     - 1955     SEE DESCRIPTION  IBC
 QF0641  HISTORY     - 1972     SEE DESCRIPTION  IBC
 QF0641
 QF0641                          STATION DESCRIPTION
 QF0641
 QF0641'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (HOC)
 QF0641'ON HALEY POINT ON THE S SHORE OF SPEDNIK LAKE, 3 MILES ABOVE
 QF0641'VANCEBORO, ME.  THE STATION MARK IS A US AND CB BRONZE DISK IN A ROCK
 QF0641'4 FEET SQUARE AND 1-1/2 FEET HIGH, ON THE OPEN BEACH.
 QF0641
 QF0641                          STATION RECOVERY (1946)
 QF0641
 QF0641'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF0641'THIS ROCK HAS MOVED AND WAS LOOSE ENOUGH TO BE MOVED BY HAND, HENCE
 QF0641'CAN BE CONSIDERED LOST FOR TRIANGULATION PURPOSES.
 QF0641
 QF0641                          STATION RECOVERY (1955)
 QF0641
 QF0641'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF0641'SAME AS IN 1946.
 QF0641
 QF0641                          STATION RECOVERY (1972)
 QF0641
 QF0641'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF0641'DEEP TURGID WATER PREVENTED THE FINDING OF THIS STATION IN 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0640 ***********************************************************************
 QF0640  DESIGNATION -  HALEY IBC 1946
 QF0640  PID         -  QF0640
 QF0640  STATE/COUNTY-  ME/WASHINGTON
 QF0640  USGS QUAD   -  VANCEBORO (1988)
 QF0640
 QF0640                         *CURRENT SURVEY CONTROL
 QF0640  ___________________________________________________________________
 QF0640* NAD 83(1996)-  45 36 05.18052(N)    067 27 45.84160(W)     ADJUSTED  
 QF0640* NAVD 88     -       116.     (meters)     381.     (feet)  SCALED    
 QF0640  ___________________________________________________________________
 QF0640  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 QF0640  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 QF0640
 QF0640  HORZ ORDER  -  THIRD
 QF0640
 QF0640.The horizontal coordinates were established by classical geodetic methods
 QF0640.and adjusted by the National Geodetic Survey in March 1998..
 QF0640
 QF0640.The orthometric height was scaled from a topographic map.
 QF0640
 QF0640.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0640
 QF0640.The geoid height was determined by GEOID03.
 QF0640
 QF0640;                    North         East     Units Scale Factor Converg.
 QF0640;SPC ME E     -   215,502.716   380,916.837   MT  0.99998047   +0 44 28.2
 QF0640;UTM  19      - 5,050,915.428   619,885.558   MT  0.99977670   +1 05 54.6
 QF0640
 QF0640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0640!SPC ME E     -   0.99998556  x   0.99998047  =   0.99996603
 QF0640!UTM  19      -   0.99998556  x   0.99977670  =   0.99976226
 QF0640
 QF0640                          SUPERSEDED SURVEY CONTROL
 QF0640
 QF0640  NAD 83(1992)-  45 36 05.17666(N)    067 27 45.83872(W) AD(       ) 3
 QF0640  NAD 83(1986)-  45 36 05.18101(N)    067 27 45.84948(W) AD(       ) 3
 QF0640  NAD 27      -  45 36 04.95204(N)    067 27 47.86015(W) AD(       ) 3
 QF0640
 QF0640.Superseded values are not recommended for survey control.
 QF0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0640.See file dsdata.txt to determine how the superseded data were derived.
 QF0640
 QF0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL1988650915(NAD 83)
 QF0640_MARKER: DD = SURVEY DISK
 QF0640_SETTING: 80 = SET IN A BOULDER
 QF0640_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0640+STABILITY: SURFACE MOTION
 QF0640
 QF0640  HISTORY     - Date     Condition        Report By
 QF0640  HISTORY     - 1917     MONUMENTED       IBC
 QF0640  HISTORY     - 1946     POOR             IBC
 QF0640  HISTORY     - 1955     POOR             IBC
 QF0640
 QF0640                          STATION DESCRIPTION
 QF0640
 QF0640'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (HOC)
 QF0640'ON HALEY POINT ON THE S SHORE OF SPEDNIK LAKE, 3 MILES ABOVE
 QF0640'VANCEBORO, ME.  THE STATION MARK IS A US AND CB BRONZE DISK IN A ROCK
 QF0640'4 FEET SQUARE AND 1-1/2 FEET HIGH, ON THE OPEN BEACH.
 QF0640
 QF0640                          STATION RECOVERY (1946)
 QF0640
 QF0640'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF0640'ROCK WAS LOOSE ENOUGH TO BE MOVED BY HAND, HENCE CAN BE CONSIDERED
 QF0640'LOST.
 QF0640
 QF0640                          STATION RECOVERY (1955)
 QF0640
 QF0640'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF0640'RECOVERED IN THE SAME CONDITION AS IN 1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0643 ***********************************************************************
 QF0643  DESIGNATION -  HALEY POINT
 QF0643  PID         -  QF0643
 QF0643  STATE/COUNTY-  ME/WASHINGTON
 QF0643  USGS QUAD   -  VANCEBORO (1988)
 QF0643
 QF0643                         *CURRENT SURVEY CONTROL
 QF0643  ___________________________________________________________________
 QF0643* NAD 83(1996)-  45 36 05.26007(N)    067 27 45.95899(W)     ADJUSTED  
 QF0643* NAVD 88     -       116.     (meters)     381.     (feet)  SCALED    
 QF0643  ___________________________________________________________________
 QF0643  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 QF0643  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 QF0643
 QF0643  HORZ ORDER  -  THIRD
 QF0643
 QF0643.The horizontal coordinates were established by classical geodetic methods
 QF0643.and adjusted by the National Geodetic Survey in March 1998..
 QF0643
 QF0643.The orthometric height was scaled from a topographic map.
 QF0643
 QF0643.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0643
 QF0643.The geoid height was determined by GEOID03.
 QF0643
 QF0643;                    North         East     Units Scale Factor Converg.
 QF0643;SPC ME E     -   215,505.139   380,914.261   MT  0.99998047   +0 44 28.1
 QF0643;UTM  19      - 5,050,917.835   619,882.968   MT  0.99977670   +1 05 54.5
 QF0643
 QF0643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0643!SPC ME E     -   0.99998556  x   0.99998047  =   0.99996603
 QF0643!UTM  19      -   0.99998556  x   0.99977670  =   0.99976226
 QF0643
 QF0643|---------------------------------------------------------------------|
 QF0643| PID    Reference Object                     Distance      Geod. Az  |
 QF0643|                                                           dddmmss.s |
 QF0643| QF0640 HALEY IBC 1946                        3.536 METERS 13359     |
 QF0643| CE8873 HALEY POINT RM 1                     21.589 METERS 13452     |
 QF0643| CE8874 HALEY POINT RM 2                     13.625 METERS 16503     |
 QF0643| CE8872 HALEY POINT RM                        7.766 METERS 16554     |
 QF0643| QF0612 DRAPER                              320.878 METERS 26159     |
 QF0643|---------------------------------------------------------------------|
 QF0643
 QF0643                          SUPERSEDED SURVEY CONTROL
 QF0643
 QF0643  NAD 83(1992)-  45 36 05.25621(N)    067 27 45.95611(W) AD(       ) 3
 QF0643  NAD 83(1986)-  45 36 05.26055(N)    067 27 45.96687(W) AD(       ) 3
 QF0643  NAD 27      -  45 36 05.03159(N)    067 27 47.97753(W) AD(       ) 3
 QF0643
 QF0643.Superseded values are not recommended for survey control.
 QF0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0643.See file dsdata.txt to determine how the superseded data were derived.
 QF0643
 QF0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL1988350918(NAD 83)
 QF0643_MARKER: DR = REFERENCE MARK DISK
 QF0643_SETTING: 80 = SET IN A BOULDER
 QF0643
 QF0643  HISTORY     - Date     Condition        Report By
 QF0643  HISTORY     - 1946     MONUMENTED       IBC
 QF0643  HISTORY     - 1955     GOOD             IBC
 QF0643  HISTORY     - 1972     MARK NOT FOUND   IBC
 QF0643
 QF0643                          STATION DESCRIPTION
 QF0643
 QF0643'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF0643'ON HALEY POINT ON THE S SHORE OF SPEDNIK LAKE, 3 MILES ABOVE
 QF0643'VANCEBORO, MAINE, AND WAS A REFERENCE FOR STATION HALEY.  THE STATION
 QF0643'IS ON A FLAT ROCK 4 FEET SQUARE AND 1 FOOT ABOVE THE BEACH, 10 FEET
 QF0643'INSIDE THE LOW - WATER LINE, 3 FEET UNDER HIGH WATER, AND 11.6 FEET
 QF0643'FROM THE PRESENT POSITION OF STATION HALEY.
 QF0643'
 QF0643'STATION MARK IS A GS OF C REFERENCE DISK SET IN A DRILL HOLE IN THE
 QF0643'CENTER OF THE CROSS INSCRIBED IN A TRIANGLE CUT IN THE ROCK.
 QF0643'
 QF0643'REFERENCE MARK 1 IS A DRILL HOLE IN A FLAT - TOPPED ROCK 5 BY 8 FEET
 QF0643'AND 4 FEET HIGH, DOWNSTREAM ON THE SHORELINE, PROJECTING FROM THE
 QF0643'GRAVEL BEACH.
 QF0643'
 QF0643'REFERENCE MARK 2 IS A DRILL HOLE IN A FLAT - TOPPED ROCK 2 FEET
 QF0643'SQUARE, ABOUT FLUSH WITH THE GROUND, 6 FEET INSHORE FROM HIGH WATER.
 QF0643'
 QF0643'AN OLD REFERENCE ON A LOOSE, TILTED ROCK TOWARD SHORE FROM STATION
 QF0643'IS A CROSS INSIDE A TRIANGLE CUT IN THE ROCK.
 QF0643
 QF0643                          STATION RECOVERY (1955)
 QF0643
 QF0643'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF0643'STATION RECOVERED IN GOOD CONDITION.
 QF0643
 QF0643                          STATION RECOVERY (1972)
 QF0643
 QF0643'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF0643'STATION NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1745 ***********************************************************************
 QF1745  DESIGNATION -  HALEY=GRAND LAKE
 QF1745  PID         -  QF1745
 QF1745  STATE/COUNTY-  ME/AROOSTOOK
 QF1745  USGS QUAD   -  DANFORTH (1988)
 QF1745
 QF1745                         *CURRENT SURVEY CONTROL
 QF1745  ___________________________________________________________________
 QF1745* NAD 83(1996)-  45 41 45.32740(N)    067 46 43.58632(W)     ADJUSTED  
 QF1745* NAVD 88     -       132.     (meters)     433.     (feet)  SCALED    
 QF1745  ___________________________________________________________________
 QF1745  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 QF1745  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 QF1745
 QF1745  HORZ ORDER  -  THIRD
 QF1745
 QF1745.The horizontal coordinates were established by classical geodetic methods
 QF1745.and adjusted by the National Geodetic Survey in March 1998..
 QF1745
 QF1745.The orthometric height was scaled from a topographic map.
 QF1745
 QF1745.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1745
 QF1745.The geoid height was determined by GEOID03.
 QF1745
 QF1745;                    North         East     Units Scale Factor Converg.
 QF1745;SPC ME E     -   225,732.820   356,168.143   MT  0.99993877   +0 30 58.2
 QF1745;UTM  19      - 5,060,988.695   595,078.850   MT  0.99971114   +0 52 26.5
 QF1745
 QF1745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1745!SPC ME E     -   0.99998306  x   0.99993877  =   0.99992183
 QF1745!UTM  19      -   0.99998306  x   0.99971114  =   0.99969421
 QF1745
 QF1745|---------------------------------------------------------------------|
 QF1745| PID    Reference Object                     Distance      Geod. Az  |
 QF1745|                                                           dddmmss.s |
 QF1745| CE8870 HALEY RM 1                           23.402 METERS 04924     |
 QF1745| CE8871 HALEY RM 2                            8.635 METERS 10608     |
 QF1745| QF1736 REFERENCE MON 51                    APPROX. 3.9 KM 1583640.3 |
 QF1745|---------------------------------------------------------------------|
 QF1745
 QF1745                          SUPERSEDED SURVEY CONTROL
 QF1745
 QF1745  NAD 83(1992)-  45 41 45.32428(N)    067 46 43.58458(W) AD(       ) 3
 QF1745  NAD 83(1986)-  45 41 45.32840(N)    067 46 43.60199(W) AD(       ) 3
 QF1745  NAD 27      -  45 41 45.11100(N)    067 46 45.56500(W) AD(       ) 3
 QF1745
 QF1745.Superseded values are not recommended for survey control.
 QF1745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1745.See file dsdata.txt to determine how the superseded data were derived.
 QF1745
 QF1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9507960989(NAD 83)
 QF1745_MARKER: DD = SURVEY DISK
 QF1745_SETTING: 80 = SET IN A BOULDER
 QF1745
 QF1745  HISTORY     - Date     Condition        Report By
 QF1745  HISTORY     - 1911     MONUMENTED       IBC
 QF1745  HISTORY     - 1955     GOOD             IBC
 QF1745  HISTORY     - 1972     GOOD             IBC
 QF1745
 QF1745                          STATION DESCRIPTION
 QF1745
 QF1745'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JEM)
 QF1745'ON HALEY POINT ON THE E SIDE OF GRAND LAKE.  THIS POINT ON THE W SIDE
 QF1745'OF HALEY COVE TERMINATES IN TWO DISTINCT POINTS WITH A SMALL COVE
 QF1745'BETWEEN THEM.  THE STATION IS OFF THE MORE WESTERLY OF THE TWO
 QF1745'POINTS, ON A FLAT - TOPPED ROCK ABOUT 13 BY 19 FEET AND 4 FEET HIGH,
 QF1745'WITH THE TOP 1 FOOT UNDER HIGH WATER.  IT IS ABOUT 500 FEET NW FROM
 QF1745'THE CENTER OF THE MAINLAND AT THE UPPER END OF THE POINT AT HIGH
 QF1745'WATER.  AMONG OTHER BOULDERS SHOWING AT HIGH WATER IS ONE ABOUT SAME
 QF1745'SIZE AND 5 FEET OUT OF WATER, DISTANT 75 FEET OUTSIDE THE STATION
 QF1745'AND TWO JUST INSIDE.
 QF1745'
 QF1745'STATION MARK IS A STANDARD IBC BRONZE DISK SET IN A DRILL HOLE
 QF1745'INSCRIBED IN A TRIANGLE CUT IN THE BOULDER.
 QF1745'
 QF1745'REFERENCE MARK 1 IS A DRILL HOLE IN A LARGE BOULDER PROJECTING 4 FEET
 QF1745'ABOVE THE WATER, NE OF STATION.
 QF1745'
 QF1745'REFERENCE MARK 2 IS A GS OF C, REFERENCE DISK IN A DRILL HOLE IN
 QF1745'RIDGE - SHAPED BOULDER 10 BY 22 FEET SHOWING 4 FEET ABOVE HIGH WATER,
 QF1745'SE OF STATION.
 QF1745
 QF1745                          STATION RECOVERY (1955)
 QF1745
 QF1745'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1745'STATION RECOVERED IN GOOD CONDITION.
 QF1745
 QF1745                          STATION RECOVERY (1972)
 QF1745
 QF1745'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1745'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1528 ***********************************************************************
 OC1528  DESIGNATION -  HALFWAY ROCK 1852
 OC1528  PID         -  OC1528
 OC1528  STATE/COUNTY-  ME/CUMBERLAND
 OC1528  USGS QUAD   -  SOUTH HARPSWELL (1975)
 OC1528
 OC1528                         *CURRENT SURVEY CONTROL
 OC1528  ___________________________________________________________________
 OC1528* NAD 83(1996)-  43 39 21.58207(N)    070 02 12.65450(W)     ADJUSTED  
 OC1528* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 OC1528  ___________________________________________________________________
 OC1528  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 OC1528  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 OC1528
 OC1528  HORZ ORDER  -  THIRD
 OC1528
 OC1528.The horizontal coordinates were established by classical geodetic methods
 OC1528.and adjusted by the National Geodetic Survey in March 1998..
 OC1528
 OC1528.The orthometric height was scaled from a topographic map.
 OC1528
 OC1528.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1528
 OC1528.The geoid height was determined by GEOID03.
 OC1528
 OC1528;                    North         East     Units Scale Factor Converg.
 OC1528;SPC ME W     -    91,400.805   910,471.846   MT  0.99996801   +0 05 22.6
 OC1528;UTM  19      - 4,834,188.380   416,392.579   MT  0.99968598   -0 42 56.9
 OC1528
 OC1528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1528!SPC ME W     -   1.00000394  x   0.99996801  =   0.99997195
 OC1528!UTM  19      -   1.00000394  x   0.99968598  =   0.99968991
 OC1528
 OC1528:                Primary Azimuth Mark                     Grid Az
 OC1528:SPC ME W     -  JOHNS HILL 1850                          239 14 34.7
 OC1528:UTM  19      -  JOHNS HILL 1850                          240 02 54.2
 OC1528
 OC1528|---------------------------------------------------------------------|
 OC1528| PID    Reference Object                     Distance      Geod. Az  |
 OC1528|                                                           dddmmss.s |
 OC1528| OC1588 JOHNS HILL 1850                     APPROX.16.6 KM 2391957.3 |
 OC1528| OC1540 CROTCH IS NORTHEAST PT              APPROX. 7.4 KM 3194331.6 |
 OC1528| OC1536 BATES IS HOUSE CHIMNEY              APPROX. 6.8 KM 3303442.3 |
 OC1528|---------------------------------------------------------------------|
 OC1528
 OC1528                          SUPERSEDED SURVEY CONTROL
 OC1528
 OC1528  NAD 83(1992)-  43 39 21.57981(N)    070 02 12.65496(W) AD(       ) 3
 OC1528  NAD 83(1986)-  43 39 21.58572(N)    070 02 12.66041(W) AD(       ) 3
 OC1528  NAD 27      -  43 39 21.27700(N)    070 02 14.44950(W) AD(       ) 3
 OC1528
 OC1528.Superseded values are not recommended for survey control.
 OC1528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1528.See file dsdata.txt to determine how the superseded data were derived.
 OC1528
 OC1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ1639334188(NAD 83)
 OC1528
 OC1528  HISTORY     - Date     Condition        Report By
 OC1528  HISTORY     - 1852     MONUMENTED       COASUR
 OC1528  HISTORY     - 1911     SEE DESCRIPTION  CGS
 OC1528
 OC1528                          STATION DESCRIPTION
 OC1528
 OC1528'DESCRIBED BY COAST AND GEODETIC SURVEY 1911
 OC1528'STATION REPORTED LOST IN 1911.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1753 ***********************************************************************
 OC1753  DESIGNATION -  HALFWAY ROCK 2 RESET
 OC1753  PID         -  OC1753
 OC1753  STATE/COUNTY-  ME/CUMBERLAND
 OC1753  USGS QUAD   -  PORTLAND EAST (1975)
 OC1753
 OC1753                         *CURRENT SURVEY CONTROL
 OC1753  ___________________________________________________________________
 OC1753* NAD 83(1996)-  43 40 52.12029(N)    070 13 38.28380(W)     ADJUSTED  
 OC1753* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 OC1753  ___________________________________________________________________
 OC1753  LAPLACE CORR-           3.80  (seconds)                    DEFLEC99
 OC1753  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 OC1753
 OC1753  HORZ ORDER  -  THIRD
 OC1753
 OC1753.The horizontal coordinates were established by classical geodetic methods
 OC1753.and adjusted by the National Geodetic Survey in March 1998..
 OC1753
 OC1753.The orthometric height was scaled from a topographic map.
 OC1753
 OC1753.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1753
 OC1753.The geoid height was determined by GEOID03.
 OC1753
 OC1753;                    North         East     Units Scale Factor Converg.
 OC1753;SPC ME W     -    94,188.564   895,110.940   MT  0.99996696   -0 02 30.8
 OC1753;UTM  19      - 4,837,191.048   401,076.439   MT  0.99972037   -0 50 51.7
 OC1753
 OC1753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1753!SPC ME W     -   1.00000413  x   0.99996696  =   0.99997109
 OC1753!UTM  19      -   1.00000413  x   0.99972037  =   0.99972450
 OC1753
 OC1753:                Primary Azimuth Mark                     Grid Az
 OC1753:SPC ME W     -  GREAT DIAMOND USE 1909                   108 08 48.3
 OC1753:UTM  19      -  GREAT DIAMOND USE 1909                   108 57 09.2
 OC1753
 OC1753|---------------------------------------------------------------------|
 OC1753| PID    Reference Object                     Distance      Geod. Az  |
 OC1753|                                                           dddmmss.s |
 OC1753| OC1629 GREAT DIAMOND USE 1909              APPROX. 1.8 KM 1080617.5 |
 OC1753|---------------------------------------------------------------------|
 OC1753
 OC1753                          SUPERSEDED SURVEY CONTROL
 OC1753
 OC1753  NAD 83(1992)-  43 40 52.11884(N)    070 13 38.28459(W) AD(       ) 3
 OC1753  NAD 83(1986)-  43 40 52.12475(N)    070 13 38.29018(W) AD(       ) 3
 OC1753  NAD 27      -  43 40 51.84600(N)    070 13 40.12300(W) AD(       ) 3
 OC1753
 OC1753.Superseded values are not recommended for survey control.
 OC1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1753.See file dsdata.txt to determine how the superseded data were derived.
 OC1753
 OC1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0107637191(NAD 83)
 OC1753_MARKER: DS = TRIANGULATION STATION DISK
 OC1753_SETTING: 66 = SET IN ROCK OUTCROP
 OC1753
 OC1753  HISTORY     - Date     Condition        Report By
 OC1753  HISTORY     - 1933     MONUMENTED       CGS
 OC1753  HISTORY     - 1941     GOOD             CGS
 OC1753  HISTORY     - 1979     GOOD             LOCENG
 OC1753
 OC1753                          STATION DESCRIPTION
 OC1753
 OC1753'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1753'STATION FOUND AS DESCRIBED.  IT IS ON THE SMALL ROCK ISLAND
 OC1753'HALFWAY ROCK IN PORTLAND HARBOR.  IHE STATION IS NOT ON TOP
 OC1753'OF THE ISLAND BUT IS ON A LEVEL SHELF W OF THE TOP AND 2 METERS
 OC1753'FROM SHARP DROP AT HIGH-WATER LINE.  THE LETTERS H.G. ARE CUT INTO
 OC1753'THE ROCK NEAR THE STATION.  THIS STATION WAS PREVIOUSLY REPORTED
 OC1753'LOST BUT AFTER FURTHER INFORMATION WAS RECEIVED, STATION WAS
 OC1753'RECOVERED.  STATION WAS RE-MARKED BY A STANDARD DISK WEDGED IN
 OC1753'A DRILL HOLE IN OUTCROPPING BEDROCK.
 OC1753'
 OC1753'NOTE--THIS STATION IS CALLED HALFWAY ROCK 2 (U.S.E.) IN SOME OF
 OC1753'THE RECORDS.
 OC1753
 OC1753                          STATION RECOVERY (1941)
 OC1753
 OC1753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FLP)
 OC1753'RECOVERED AS DESCRIBED IN 1933.
 OC1753
 OC1753                          STATION RECOVERY (1979)
 OC1753
 OC1753'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979 (DAM)
 OC1753'STATION RECOVERED BY WHITMAN AND HOWARD, INC.
 OC1753'
 OC1753'HALFWAY ROCK 2 GOOD
 OC1753'
 OC1753'DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1529 ***********************************************************************
 OC1529  DESIGNATION -  HALFWAY ROCK LIGHTHOUSE 1904
 OC1529  PID         -  OC1529
 OC1529  STATE/COUNTY-  ME/CUMBERLAND
 OC1529  USGS QUAD   -  SOUTH HARPSWELL (1975)
 OC1529
 OC1529                         *CURRENT SURVEY CONTROL
 OC1529  ___________________________________________________________________
 OC1529* NAD 83(1996)-  43 39 21.58848(N)    070 02 12.61858(W)     ADJUSTED  
 OC1529* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 OC1529  ___________________________________________________________________
 OC1529  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 OC1529  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 OC1529
 OC1529  HORZ ORDER  -  SECOND
 OC1529
 OC1529.The horizontal coordinates were established by classical geodetic methods
 OC1529.and adjusted by the National Geodetic Survey in March 1998..
 OC1529
 OC1529.The orthometric height was scaled from a topographic map.
 OC1529
 OC1529.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1529
 OC1529.The geoid height was determined by GEOID03.
 OC1529
 OC1529;                    North         East     Units Scale Factor Converg.
 OC1529;SPC ME W     -    91,401.004   910,472.650   MT  0.99996802   +0 05 22.6
 OC1529;UTM  19      - 4,834,188.567   416,393.386   MT  0.99968598   -0 42 56.9
 OC1529
 OC1529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1529!SPC ME W     -   1.00000394  x   0.99996802  =   0.99997196
 OC1529!UTM  19      -   1.00000394  x   0.99968598  =   0.99968991
 OC1529
 OC1529:                Primary Azimuth Mark                     Grid Az
 OC1529:SPC ME W     -  MARK IS STONE BEACON                     004 11 26.5
 OC1529:UTM  19      -  MARK IS STONE BEACON                     004 59 46.0
 OC1529
 OC1529|---------------------------------------------------------------------|
 OC1529| PID    Reference Object                     Distance      Geod. Az  |
 OC1529|                                                           dddmmss.s |
 OC1529| OC1527 MARK IS STONE BEACON                APPROX. 5.9 KM 0041649.1 |
 OC1529| OC1526 DUNKERS LEDGE BEACON                APPROX. 3.6 KM 0103107.3 |
 OC1529| OC1590 CAPE ELIZABETH EAST LH 1904         APPROX.16.5 KM 2325303.0 |
 OC1529| OC1652 CUSHING ISLAND RADIO MAST           APPROX.12.7 KM 2641405.8 |
 OC1529| OC1541 CROTCH ISLAND NORTH END CHIM        APPROX. 7.4 KM 3205652.5 |
 OC1529| OC1481 S FREEPORT CASCO CASTLE TOWER       APPROX.19.1 KM 3413312.1 |
 OC1529| OC1533 EAGLE ISLAND HOUSE CHIMNEY          APPROX. 6.4 KM 3485829.4 |
 OC1529|---------------------------------------------------------------------|
 OC1529
 OC1529                          SUPERSEDED SURVEY CONTROL
 OC1529
 OC1529  NAD 83(1992)-  43 39 21.58619(N)    070 02 12.61905(W) AD(       ) 2
 OC1529  NAD 83(1986)-  43 39 21.59220(N)    070 02 12.62439(W) AD(       ) 2
 OC1529  NAD 27      -  43 39 21.28400(N)    070 02 14.46000(W) AD(       ) 2
 OC1529
 OC1529.Superseded values are not recommended for survey control.
 OC1529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1529.See file dsdata.txt to determine how the superseded data were derived.
 OC1529
 OC1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ1639334189(NAD 83)
 OC1529_MARKER: 13 = LIGHTHOUSE
 OC1529
 OC1529  HISTORY     - Date     Condition        Report By
 OC1529  HISTORY     - 1904     FIRST OBSERVED   CGS
 OC1529  HISTORY     - 1928     GOOD             CGS
 OC1529  HISTORY     - 1933     GOOD             CGS
 OC1529  HISTORY     - 1941     GOOD             CGS
 OC1529  HISTORY     - 1974     GOOD             NGS
 OC1529  HISTORY     - 1975     GOOD             NGS
 OC1529
 OC1529                          STATION DESCRIPTION
 OC1529
 OC1529'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (GCM)
 OC1529'STATION RECOVERED INTACT.
 OC1529
 OC1529                          STATION RECOVERY (1933)
 OC1529
 OC1529'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1529'STATION RECOVERED.  STATION IS IN THE CENTER OF THE HALFWAY
 OC1529'ROCK LIGHTHOUSE, ON HALFWAY ROCK, 76 FEET ABOVE HIGHWATER AND
 OC1529'BUILT IN 1871.
 OC1529
 OC1529                          STATION RECOVERY (1941)
 OC1529
 OC1529'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1529'STATION IS THE CENTER OF THE HALFWAY ROCK LIGHTHOUSE, ON
 OC1529'HALFWAY ROCK.  STATION WAS NOT OCCUPIED.
 OC1529
 OC1529                          STATION RECOVERY (1974)
 OC1529
 OC1529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (NCL)
 OC1529'STATION RECOVERED AS DESCRIBED IN 1941.
 OC1529
 OC1529                          STATION RECOVERY (1975)
 OC1529
 OC1529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 OC1529'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN
 OC1529'1941.  THE DESCRIPTION WAS FOUND TO BE ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2005 ***********************************************************************
 PE2005  DESIGNATION -  HALIBUT ROCKS BEACON
 PE2005  PID         -  PE2005
 PE2005  STATE/COUNTY-  ME/HANCOCK
 PE2005  USGS QUAD   -  STINSON NECK (1983)
 PE2005
 PE2005                         *CURRENT SURVEY CONTROL
 PE2005  ___________________________________________________________________
 PE2005* NAD 83(1996)-  44 08 03.09828(N)    068 31 32.06389(W)     ADJUSTED  
 PE2005* NAVD 88     -                                                        
 PE2005  ___________________________________________________________________
 PE2005  LAPLACE CORR-           4.29  (seconds)                    DEFLEC99
 PE2005  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 PE2005
 PE2005  HORZ ORDER  -  THIRD
 PE2005
 PE2005.The horizontal coordinates were established by classical geodetic methods
 PE2005.and adjusted by the National Geodetic Survey in March 1998..
 PE2005
 PE2005
 PE2005.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2005
 PE2005.The geoid height was determined by GEOID03.
 PE2005
 PE2005;                    North         East     Units Scale Factor Converg.
 PE2005;SPC ME E     -    51,942.221   297,953.696   MT  0.99990005   -0 01 04.1
 PE2005;UTM  19      - 4,886,887.057   537,950.916   MT  0.99961771   +0 19 49.3
 PE2005
 PE2005                          SUPERSEDED SURVEY CONTROL
 PE2005
 PE2005  NAD 83(1992)-  44 08 03.10807(N)    068 31 32.04821(W) AD(       ) 4
 PE2005  NAD 83(1986)-  44 08 03.10990(N)    068 31 32.05300(W) AD(       ) 4
 PE2005  NAD 27      -  44 08 02.83500(N)    068 31 33.98200(W) AD(       ) 3
 PE2005
 PE2005.Superseded values are not recommended for survey control.
 PE2005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2005.See file dsdata.txt to determine how the superseded data were derived.
 PE2005
 PE2005_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ3795186887(NAD 83)
 PE2005
 PE2005  HISTORY     - Date     Condition        Report By
 PE2005  HISTORY     - UNK      MONUMENTED
 PE2005  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2005  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE2005
 PE2005                          STATION DESCRIPTION
 PE2005
 PE2005'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2005'THIS STATION IS THE TRIPOD DAY BEACON ON HALIBUT ROCKS IN
 PE2005'JERICHO BAY ABOUT 3-1/2 MILES DUE W OF BURNT COAT HARBOR LIGHT
 PE2005'ON SWAN ISLAND.
 PE2005
 PE2005                          STATION RECOVERY (1944)
 PE2005
 PE2005'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE2005'STATION IS LOST.  BEACON HAS BEEN REPLACED WITH A LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2006 ***********************************************************************
 PE2006  DESIGNATION -  HALIBUT ROCKS LIGHT
 PE2006  PID         -  PE2006
 PE2006  STATE/COUNTY-  ME/HANCOCK
 PE2006  USGS QUAD   -  STINSON NECK (1983)
 PE2006
 PE2006                         *CURRENT SURVEY CONTROL
 PE2006  ___________________________________________________________________
 PE2006* NAD 83(1996)-  44 08 02.95955(N)    068 31 31.83997(W)     ADJUSTED  
 PE2006* NAVD 88     -                                                        
 PE2006  ___________________________________________________________________
 PE2006  LAPLACE CORR-           4.29  (seconds)                    DEFLEC99
 PE2006  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 PE2006
 PE2006  HORZ ORDER  -  THIRD
 PE2006
 PE2006.The horizontal coordinates were established by classical geodetic methods
 PE2006.and adjusted by the National Geodetic Survey in March 1998..
 PE2006
 PE2006
 PE2006.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2006
 PE2006.The geoid height was determined by GEOID03.
 PE2006
 PE2006;                    North         East     Units Scale Factor Converg.
 PE2006;SPC ME E     -    51,937.938   297,958.672   MT  0.99990005   -0 01 04.0
 PE2006;UTM  19      - 4,886,882.805   537,955.917   MT  0.99961772   +0 19 49.5
 PE2006
 PE2006                          SUPERSEDED SURVEY CONTROL
 PE2006
 PE2006  NAD 83(1992)-  44 08 02.96964(N)    068 31 31.82339(W) AD(       ) 4
 PE2006  NAD 83(1986)-  44 08 02.96890(N)    068 31 31.83183(W) AD(       ) 4
 PE2006  NAD 27      -  44 08 02.67300(N)    068 31 33.75700(W) AD(       ) 3
 PE2006
 PE2006.Superseded values are not recommended for survey control.
 PE2006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2006.See file dsdata.txt to determine how the superseded data were derived.
 PE2006
 PE2006_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ3795686883(NAD 83)
 PE2006
 PE2006  HISTORY     - Date     Condition        Report By
 PE2006  HISTORY     - 1944     MONUMENTED       CGS
 PE2006
 PE2006                          STATION DESCRIPTION
 PE2006
 PE2006'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE2006'STATION IS THE CENTER OF THE LIGHT ON THE STEEL SKELETON TOWER
 PE2006'ON HALIBUT ROCKS, WHICH ARE ABOUT 1 MILE NORTHWEST OF MARSHALL
 PE2006'ISLAND.  NON-FLOATING AID TO NAVIGATION.
 PE2006'
 PE2006'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK 25 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2574 ***********************************************************************
 PE2574  DESIGNATION -  HALIBUT ROCKS LT
 PE2574  PID         -  PE2574
 PE2574  STATE/COUNTY-  ME/HANCOCK
 PE2574  USGS QUAD   -  STINSON NECK (1983)
 PE2574
 PE2574                         *CURRENT SURVEY CONTROL
 PE2574  ___________________________________________________________________
 PE2574* NAD 83(1996)-  44 08 02.88964(N)    068 31 31.87415(W)     ADJUSTED  
 PE2574* NAVD 88     -                                                        
 PE2574  ___________________________________________________________________
 PE2574  LAPLACE CORR-           4.29  (seconds)                    DEFLEC99
 PE2574  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 PE2574
 PE2574  HORZ ORDER  -  THIRD
 PE2574
 PE2574.The horizontal coordinates were established by classical geodetic methods
 PE2574.and adjusted by the National Geodetic Survey in March 1998..
 PE2574
 PE2574
 PE2574.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2574
 PE2574.The geoid height was determined by GEOID03.
 PE2574
 PE2574;                    North         East     Units Scale Factor Converg.
 PE2574;SPC ME E     -    51,935.781   297,957.911   MT  0.99990005   -0 01 04.0
 PE2574;UTM  19      - 4,886,880.644   537,955.169   MT  0.99961772   +0 19 49.5
 PE2574
 PE2574                          SUPERSEDED SURVEY CONTROL
 PE2574
 PE2574  NAD 83(1992)-  44 08 02.89888(N)    068 31 31.85726(W) AD(       ) 4
 PE2574  NAD 83(1986)-  44 08 02.90030(N)    068 31 31.86835(W) AD(       ) 4
 PE2574
 PE2574.Superseded values are not recommended for survey control.
 PE2574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2574.See file dsdata.txt to determine how the superseded data were derived.
 PE2574
 PE2574_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ3795586881(NAD 83)
 PE2574_MARKER: 14 = NAVIGATION LIGHT
 PE2574_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2574
 PE2574  HISTORY     - Date     Condition        Report By
 PE2574  HISTORY     - 1983     FIRST OBSERVED   NOS
 PE2574
 PE2574                          STATION DESCRIPTION
 PE2574
 PE2574'DESCRIBED BY NATIONAL OCEAN SERVICE 1983 (CSM)
 PE2574'THE STATION IS LOCATED ON THE NORTH END OF HALIBUT ROCKS
 PE2574'WHICH IS NORTHWEST OF MARSHALL ISLAND IN JERICHO BAY, MAINE.
 PE2574'
 PE2574'THE STATION IS A NAVIGATION LIGHT ON A WHITE SKELETON TOWER.
 PE2574'THE LIGHT IS WHITE AND FLASHES AT 6 SECOND INTERVALS.  THE
 PE2574'STATION ALSO HAS A TRIANGULAR SHAPED RED DAYMARK WITH A RED
 PE2574'REFLECTIVE BORDER.  THE STATION IS 8.5 METERS ABOVE THE WATER.
 PE2574'THE LIGHT WAS LAST MODIFIED IN 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2749 ***********************************************************************
 OC2749  DESIGNATION -  HALL
 OC2749  PID         -  OC2749
 OC2749  STATE/COUNTY-  ME/OXFORD
 OC2749  USGS QUAD   -  HIRAM (1964)
 OC2749
 OC2749                         *CURRENT SURVEY CONTROL
 OC2749  ___________________________________________________________________
 OC2749* NAD 83(1996)-  43 59 01.96262(N)    070 47 06.59218(W)     ADJUSTED  
 OC2749* NAVD 88     -       185.25   (+/-2cm)     607.8    (feet)  VERTCON   
 OC2749  ___________________________________________________________________
 OC2749  LAPLACE CORR-           3.59  (seconds)                    DEFLEC99
 OC2749  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 OC2749
 OC2749  HORZ ORDER  -  SECOND
 OC2749  VERT ORDER  -  THIRD ? (See Below)
 OC2749
 OC2749.The horizontal coordinates were established by classical geodetic methods
 OC2749.and adjusted by the National Geodetic Survey in March 1998..
 OC2749
 OC2749.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2749.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2749.The vertical order pertains to the NGVD 29 superseded value.
 OC2749
 OC2749.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2749
 OC2749.The geoid height was determined by GEOID03.
 OC2749
 OC2749;                    North         East     Units Scale Factor Converg.
 OC2749;SPC ME W     -   128,008.107   850,380.831   MT  0.99999694   -0 25 46.3
 OC2749;UTM  19      - 4,871,631.348   356,836.416   MT  0.99985208   -1 14 23.7
 OC2749
 OC2749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2749!SPC ME W     -   0.99997520  x   0.99999694  =   0.99997214
 OC2749!UTM  19      -   0.99997520  x   0.99985208  =   0.99982729
 OC2749
 OC2749|---------------------------------------------------------------------|
 OC2749| PID    Reference Object                     Distance      Geod. Az  |
 OC2749|                                                           dddmmss.s |
 OC2749| OC2748 HALL RM 1                            11.717 METERS 12641     |
 OC2749| OC2747 HALL AZ MK                          436.578 METERS 1743118.5 |
 OC2749| CE8208 HALL RM 2                            12.852 METERS 21130     |
 OC2749|---------------------------------------------------------------------|
 OC2749
 OC2749                          SUPERSEDED SURVEY CONTROL
 OC2749
 OC2749  NAD 83(1992)-  43 59 01.96256(N)    070 47 06.59478(W) AD(       ) 2
 OC2749  NAD 83(1986)-  43 59 01.97118(N)    070 47 06.59835(W) AD(       ) 2
 OC2749  NAD 27      -  43 59 01.71729(N)    070 47 08.37317(W) AD(       ) 2
 OC2749  NGVD 29 (07/19/86)  185.40   (m)          608.3    (f) LEVELING    3  
 OC2749
 OC2749.Superseded values are not recommended for survey control.
 OC2749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2749.See file dsdata.txt to determine how the superseded data were derived.
 OC2749
 OC2749_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ5683671631(NAD 83)
 OC2749_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OC2749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC2749_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC2749
 OC2749  HISTORY     - Date     Condition        Report By
 OC2749  HISTORY     - 1976     MONUMENTED       NGS
 OC2749  HISTORY     - 1981     GOOD             MEDT
 OC2749  HISTORY     - 20040328 POOR             GEOCAC
 OC2749
 OC2749                          STATION DESCRIPTION
 OC2749
 OC2749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2749'THE STATION IS LOCATED 1.5 MILES NORTHEAST OF DENMARK, 6
 OC2749'MILES SOUTHWEST OF BRIDGTON AND 3.5 MILES SOUTHEAST OF
 OC2749'PLEASANT MOUNTAIN WITHIN THE HIGHWAY RIGHT-OF-WAY.
 OC2749'
 OC2749'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 107
 OC2749'AND 117 SOUTH OF BRIDGTON, GO WESTERLY ON ROUTE 117 FOR 1.5
 OC2749'MILES TO THE WARREN ROAD ON THE RIGHT. CONTINUE ON ROUTE 117
 OC2749'FOR 1.45 MILES TO THE DENMARK-BRIDGTON TOWN LINE. CONTINUE
 OC2749'ON ROUTE 117 FOR 1.4 MILES TO A CROSSROAD. CONTINUE ON
 OC2749'STATE ROUTE 117 FOR 0.8 MILE TO THE STATION ON THE RIGHT.
 OC2749'
 OC2749'THE STATION MARKS ARE STANDARD DISKS STAMPED---HALL 1976---.
 OC2749'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OC2749'CONCRETE POST WHICH IS FLUSH WITH THE GROUND SURFACE. THE
 OC2749'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 OC2749'CONCRETE WHICH IS 30 INCHES BELOW THE GROUND SURFACE. THEY
 OC2749'ARE 55.0 FEET WEST OF THE CENTERLINE OF ROUTE 117, 4.8 FEET
 OC2749'EAST-NORTHEAST OF POLE NUMBER 19/38 AND 14.0 FEET NORTH OF
 OC2749'A GRAVEL DRIVEWAY.
 OC2749'A 3/8-INCH BY 24-INCH STEEL BAR WAS INSTALLED IN THE STATION
 OC2749'MARK.
 OC2749'
 OC2749'REFERENCE MARK 1, STAMPED---HALL NO 1 1976---, IS A STANDARD
 OC2749'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST
 OC2749'WHICH IS FLUSH WITH THE GROUND SURFACE. IT IS 12.7 FEET WEST
 OC2749'OF THE CENTERLINE OF ROUTE 117, 40.8 FEET SOUTHEAST OF POLE
 OC2749'NUMBER 19/38 AND 12.7 FEET SOUTH OF A GRAVEL DRIVEWAY.
 OC2749'
 OC2749'REFERENCE MARK 2, STAMPED---HALL NO 2 1976---, IS A STANDARD
 OC2749'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 OC2749'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE. IT IS 11.0 FEET
 OC2749'SOUTH OF A GRAVEL DRIVEWAY, 76.0 FEET WEST OF THE CENTERLINE
 OC2749'OF ROUTE 117 AND 37.6 FEET SOUTHWEST OF POLE NUMBER 19/38.
 OC2749'
 OC2749'THE AZIMUTH MARK, STAMPED---HALL 1976---, IS A STANDARD DISK
 OC2749'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 6 INCHES
 OC2749'ABOVE THE GROUND SURFACE. IT IS 82.5 FEET EAST OF THE
 OC2749'CENTERLINE OF ROUTE 117, 76.0 FEET NORTH OF POLE NUMBER 14/33
 OC2749'AND 10.6 FEET EAST OF A METAL WITNESS POST.
 OC2749'
 OC2749'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON ROUTE
 OC2749'117 FOR 0.30 MILE TO A SIDE ROAD LEFT AND THE AZIMUTH ON THE
 OC2749'LEFT IN A BOULDER IN A STONE WALL.
 OC2749'
 OC2749'THE HEIGHT OF THE LIGHT ABOVE THE STATION WAS 1.3 METERS.
 OC2749'
 OC2749'DESCRIBED BY PHILIP H. PARENT JR.
 OC2749
 OC2749                          STATION RECOVERY (1981)
 OC2749
 OC2749'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1981 (RSL)
 OC2749'HALL 1976 HALL NO 1 1976 HALL NO 2 1976 HALL 1976 (AZ MK) ALL MARKS
 OC2749'ARE RECOVERED AS DESCRIBED, IN GOOD CONDITION.
 OC2749
 OC2749                          STATION RECOVERY (2004)
 OC2749
 OC2749'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 OC2749'I FOUND THIS WITHIN FEET OF ITS DESCRIPTION, HOWEVER, THE CONCRETE
 OC2749'MOUNT HAS BEEN UPROOTED AND IS LYING ON ITS SIDE. DISC IN GOOD
 OC2749'CONDITION OTHERWISE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2364 ***********************************************************************
 PE2364  DESIGNATION -  HALL 1860
 PE2364  PID         -  PE2364
 PE2364  STATE/COUNTY-  ME/KNOX
 PE2364  USGS QUAD   -  THOMASTON (1973)
 PE2364
 PE2364                         *CURRENT SURVEY CONTROL
 PE2364  ___________________________________________________________________
 PE2364* NAD 83(1996)-  44 02 48.98754(N)    069 10 39.00944(W)     ADJUSTED  
 PE2364* NAVD 88     -        35.     (meters)     115.     (feet)  SCALED    
 PE2364  ___________________________________________________________________
 PE2364  LAPLACE CORR-           3.24  (seconds)                    DEFLEC99
 PE2364  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 PE2364
 PE2364  HORZ ORDER  -  THIRD
 PE2364
 PE2364.The horizontal coordinates were established by classical geodetic methods
 PE2364.and adjusted by the National Geodetic Survey in March 1998..
 PE2364
 PE2364.The orthometric height was scaled from a topographic map.
 PE2364
 PE2364.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2364
 PE2364.The geoid height was determined by GEOID03.
 PE2364
 PE2364;                    North         East     Units Scale Factor Converg.
 PE2364;SPC ME E     -    42,471.017   245,708.340   MT  0.99993624   -0 28 15.8
 PE2364;SPC ME W     -   135,304.686   979,272.000   MT  1.00004392   +0 41 15.9
 PE2364;UTM  19      - 4,877,101.808   485,780.109   MT  0.99960249   -0 07 24.3
 PE2364
 PE2364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2364!SPC ME E     -   0.99999850  x   0.99993624  =   0.99993474
 PE2364!SPC ME W     -   0.99999850  x   1.00004392  =   1.00004242
 PE2364!UTM  19      -   0.99999850  x   0.99960249  =   0.99960099
 PE2364
 PE2364:                Primary Azimuth Mark                     Grid Az
 PE2364:SPC ME E     -  THOMASTON OCTAGONAL SPIRE                001 41 50.6
 PE2364:SPC ME W     -  THOMASTON OCTAGONAL SPIRE                000 32 18.9
 PE2364:UTM  19      -  THOMASTON OCTAGONAL SPIRE                001 20 59.1
 PE2364
 PE2364|---------------------------------------------------------------------|
 PE2364| PID    Reference Object                     Distance      Geod. Az  |
 PE2364|                                                           dddmmss.s |
 PE2364| PE2362 THOMASTON OCTAGONAL SPIRE           APPROX. 3.6 KM 0011334.8 |
 PE2364| OB0364 OTIS FLAG IN TREE                   APPROX. 9.2 KM 2193621.5 |
 PE2364| PE2341 STONES CAPT JOHN BARN EAST END      APPROX. 3.0 KM 2410126.2 |
 PE2364| PE2351 THOMASTON CHURCH 8                  APPROX. 3.5 KM 3455530.3 |
 PE2364| PE2358 THOMASTON LOW SPIRE WITH DOME       APPROX. 3.5 KM 3505502.3 |
 PE2364| PE2359 THOMASTON TALL WHITE SPIRE          APPROX. 3.4 KM 3523431.6 |
 PE2364|---------------------------------------------------------------------|
 PE2364
 PE2364                          SUPERSEDED SURVEY CONTROL
 PE2364
 PE2364  NAD 83(1992)-  44 02 48.99275(N)    069 10 38.98995(W) AD(       ) 3
 PE2364  NAD 83(1986)-  44 02 48.99681(N)    069 10 38.99672(W) AD(       ) 3
 PE2364  NAD 27      -  44 02 48.71000(N)    069 10 40.83000(W) AD(       ) 3
 PE2364
 PE2364.Superseded values are not recommended for survey control.
 PE2364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2364.See file dsdata.txt to determine how the superseded data were derived.
 PE2364
 PE2364_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ8578077102(NAD 83)
 PE2364
 PE2364  HISTORY     - Date     Condition        Report By
 PE2364  HISTORY     - 1860     MONUMENTED       CGS
 PE2364  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2364  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2364
 PE2364                          STATION DESCRIPTION
 PE2364
 PE2364'DESCRIBED BY COAST AND GEODETIC SURVEY 1860 (FPW)
 PE2364'THE STATION IS ON A LEDGE ON THE E SIDE OF SAINT GEORGE RIVER ABOUT
 PE2364'2 MILES BELOW THOMASTON AND 17 FEET W OF THE ROAD LEADING
 PE2364'THERETO.  ISAAC HALLS HOUSE IS ABOUT 20 METERS ON THE SOUTHWARD OF
 PE2364'THE STATION AND ON THE E SIDE OF THE ROAD, AND A SCHOOLHOUSE ON
 PE2364'THE W SIDE OF THE ROAD IS THE SAME DISTANCE TO THE NORTHWARD.
 PE2364'BARLEY GRAVES HOUSE IS ABOUT 60 METERS DISTANT TO THE N.  THE
 PE2364'STATION IS MARKED WITH A HOLE DRILLED IN THE ROCK.
 PE2364
 PE2364                          STATION RECOVERY (1934)
 PE2364
 PE2364'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2364'THIS STATION IS LOST.  A THOROUGH SEARCH WAS MADE FOR THE STATION
 PE2364'WITH NO SUCCESS.  IT HAS PROBABLY BEEN COVERED BY THE ROAD WHICH
 PE2364'THE OLD DESCRIPTION MENTIONS AS BEING NEAR THE STATION.  A NEW
 PE2364'STATION HALL 2 1934, WAS ESTABLISHED APPROXIMATELY 60 METERS NNW
 PE2364'OF THE OLD STATION.
 PE2364
 PE2364                          STATION RECOVERY (1943)
 PE2364
 PE2364'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2364'LISTED AS LOST IN 1934.  A SEARCH WAS MADE ON THE LEDGES ALONG
 PE2364'ROAD, BUT NO MARK WAS FOUND.  IT HAS PROBABLY BEEN DESTROYED BY
 PE2364'ROAD CONSTRUCTION.  PLANE-TABLE AND AIR COMPILATION METHODS
 PE2364'MIGHT LOCATE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1070 ***********************************************************************
 PE1070  DESIGNATION -  HALL 2
 PE1070  PID         -  PE1070
 PE1070  STATE/COUNTY-  ME/KNOX
 PE1070  USGS QUAD   -  THOMASTON (1973)
 PE1070
 PE1070                         *CURRENT SURVEY CONTROL
 PE1070  ___________________________________________________________________
 PE1070* NAD 83(1996)-  44 02 50.92323(N)    069 10 39.85140(W)     ADJUSTED  
 PE1070* NAVD 88     -        35.666  (meters)     117.01   (feet)  ADJUSTED  
 PE1070  ___________________________________________________________________
 PE1070  LAPLACE CORR-           3.24  (seconds)                    DEFLEC99
 PE1070  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 PE1070  DYNAMIC HT  -          35.663 (meters)     117.00  (feet)  COMP
 PE1070  MODELED GRAV-     980,522.1   (mgal)                       NAVD 88
 PE1070
 PE1070  HORZ ORDER  -  THIRD
 PE1070  VERT ORDER  -  SECOND    CLASS 0
 PE1070
 PE1070.The horizontal coordinates were established by classical geodetic methods
 PE1070.and adjusted by the National Geodetic Survey in March 1998..
 PE1070
 PE1070.The orthometric height was determined by differential leveling
 PE1070.and adjusted by the National Geodetic Survey in June 1991..
 PE1070
 PE1070.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1070
 PE1070.The geoid height was determined by GEOID03.
 PE1070
 PE1070.The dynamic height is computed by dividing the NAVD 88
 PE1070.geopotential number by the normal gravity value computed on the
 PE1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1070.degrees latitude (g = 980.6199 gals.).
 PE1070
 PE1070.The modeled gravity was interpolated from observed gravity values.
 PE1070
 PE1070;                    North         East     Units Scale Factor Converg.
 PE1070;SPC ME E     -    42,530.909   245,690.089   MT  0.99993627   -0 28 16.4
 PE1070;SPC ME W     -   135,364.204   979,252.540   MT  1.00004389   +0 41 15.3
 PE1070;UTM  19      - 4,877,161.569   485,761.502   MT  0.99960249   -0 07 24.9
 PE1070
 PE1070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1070!SPC ME E     -   0.99999836  x   0.99993627  =   0.99993463
 PE1070!SPC ME W     -   0.99999836  x   1.00004389  =   1.00004225
 PE1070!UTM  19      -   0.99999836  x   0.99960249  =   0.99960085
 PE1070
 PE1070:                Primary Azimuth Mark                     Grid Az
 PE1070:SPC ME E     -  THOMASTON SPIRE E PART OF TOWN           012 14 04.5
 PE1070:SPC ME W     -  THOMASTON SPIRE E PART OF TOWN           011 04 32.8
 PE1070:UTM  19      -  THOMASTON SPIRE E PART OF TOWN           011 53 13.0
 PE1070
 PE1070|---------------------------------------------------------------------|
 PE1070| PID    Reference Object                     Distance      Geod. Az  |
 PE1070|                                                           dddmmss.s |
 PE1070| PE2363 THOMASTON SPIRE E PART OF TOWN      APPROX. 3.7 KM 0114548.1 |
 PE1070| PE2350 THOMASTON CEMENT MILL N STACK       APPROX. 4.4 KM 0225754.4 |
 PE1070| PE2354 THOMASTON CEMENT MILL S STACK       APPROX. 4.4 KM 0230512.8 |
 PE1070| CE7971 HALL 2 RM 1                          11.432 METERS 03738     |
 PE1070| PE2338 ST GEORGE CHURCH 2 1934             APPROX. 3.7 KM 2124234.2 |
 PE1070| PE2348 ST GEORGE RIVER S RADIO MAST        APPROX. 4.2 KM 2293712.6 |
 PE1070| PE2345 ST GEORGE RIVER N RADIO MAST        APPROX. 3.9 KM 2315526.2 |
 PE1070| PE2342 NORTH CUSHING WHITE CH SPIRE        APPROX. 3.0 KM 2461951.1 |
 PE1070| PE1071 HALL 2 RM 2                           6.715 METERS 25546     |
 PE1070| PE2352 THOMASTON WATER TANK                APPROX. 3.8 KM 3391311.7 |
 PE1070|---------------------------------------------------------------------|
 PE1070
 PE1070                          SUPERSEDED SURVEY CONTROL
 PE1070
 PE1070  NAD 83(1992)-  44 02 50.92854(N)    069 10 39.83199(W) AD(       ) 3
 PE1070  NAD 83(1986)-  44 02 50.93251(N)    069 10 39.83862(W) AD(       ) 3
 PE1070  NAD 27      -  44 02 50.64400(N)    069 10 41.68400(W) AD(       ) 3
 PE1070  NGVD 29 (??/??/92)   35.877  (m)          117.71   (f) ADJ UNCH    2 0
 PE1070
 PE1070.Superseded values are not recommended for survey control.
 PE1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1070.See file dsdata.txt to determine how the superseded data were derived.
 PE1070
 PE1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ8576277162(NAD 83)
 PE1070_MARKER: DS = TRIANGULATION STATION DISK
 PE1070_SETTING: 80 = SET IN A BOULDER
 PE1070_SP_SET: BOULDER
 PE1070_STAMPING: HALL 2 1934
 PE1070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1070+STABILITY: SURFACE MOTION
 PE1070
 PE1070  HISTORY     - Date     Condition        Report By
 PE1070  HISTORY     - 1934     MONUMENTED       CGS
 PE1070  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE1070  HISTORY     - 1953     SEE DESCRIPTION  CGS
 PE1070  HISTORY     - 1962     SEE DESCRIPTION  CGS
 PE1070  HISTORY     - 1962     GOOD             NGS
 PE1070  HISTORY     - 19910511 POOR             USPSQD
 PE1070
 PE1070                          STATION DESCRIPTION
 PE1070
 PE1070'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1070'THIS STATION IS IN THE TOWNSHIP OF SOUTH THOMASTON, ON THE E
 PE1070'SIDE OF THE ST. GEORGE RIVER, AND ABOUT 1/2 MILE FROM THE E
 PE1070'BANK.  THE STATION IS ON THE W SIDE OF THE ROAD BETWEEN THOMASTON
 PE1070'AND ST. GEORGE, AT A POINT WHERE THE ROAD CROSSES A KNOLL ABOUT
 PE1070'2-1/2 MILES BELOW THOMASTON.
 PE1070'
 PE1070'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 PE1070'WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.
 PE1070'
 PE1070'THE STATION MARK IS ABOUT 65 METERS W OF THE CENTER LINE OF
 PE1070'THE ROAD, AND 5 METERS W OF A FENCE WHICH IS BEHIND AN
 PE1070'UNOCCUPIED HOUSE.  A SMALL TRIANGULAR BLAZE IS IN A TREE ON THE
 PE1070'W SIDE OF THE ROAD AT THE TOP OF THE KNOLL.
 PE1070'
 PE1070'REFERENCE MARK NO. 2 IS SW OF THE STATION MARK.
 PE1070'
 PE1070'REFERENCE MARK NO. 1 IS NE OF THE STATION MARK.
 PE1070'
 PE1070'TO REACH STATION FROM ROCKLAND, ZERO SPEEDOMETER AT ROCKLAND
 PE1070'CITY HALL.  TAKE U.S. HIGHWAY 1 W OUT OF ROCKLAND AND AT 3.2
 PE1070'MILES TURN S ON STATE HIGHWAY 131.  CROSS RAILROAD TRACK AT 3.8
 PE1070'MILES.  AT 5.9 MILES STOP AT TOP OF KNOLL AND WALK 65 METERS W TO
 PE1070'STATION.
 PE1070'
 PE1070'HEIGHT OF LIGHT ABOVE STATION MARK 6 METERS.
 PE1070
 PE1070                          STATION RECOVERY (1943)
 PE1070
 PE1070'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE1070'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED WITH
 PE1070'THE FOLLOWING CORRECTION AND ADDITIONS--
 PE1070'
 PE1070'THE HOUSE IS NOW OCCUPIED.  NO BLAZE WAS FOUND ON THE TREE.  THE
 PE1070'REFERENCE MARKS ARE ALMOST FLUSH WITH THE GROUND AND PROBABLY
 PE1070'WILL IN TIME BE COVERED WITH LEAVES AND BRUSH.
 PE1070
 PE1070                          STATION RECOVERY (1953)
 PE1070
 PE1070'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (PT)
 PE1070'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 PE1070'CONDITION.  THE PUBLISHED DESCRIPTION IS ADEQUATE WITH THE
 PE1070'FOLLOWING CORRECTIONS AND ADDITIONS--
 PE1070'
 PE1070'THE FENCE HAS BEEN RAZED, AND THE HOUSE IS NOW OCCUPIED BY H.A.
 PE1070'CONARY.  THE STATION IS 232.8 FT. SW OF POWER POLE 92, 226.3 FT.
 PE1070'SW OF THE SE CORNER OF H.A. CONARYS HOUSE, 179.5 FT. W OF THE
 PE1070'CENTERLINE OF HIGHWAY 131, AND 29.8 FT. SW OF AN 18-IN.
 PE1070'TRIANGULAR-BLAZED PINE TREE.
 PE1070'
 PE1070'THE STATION IS STAMPED HALL 2 1934, REFERENCE MARK 1 IS STAMPED
 PE1070'HALL NO 1 1934 AND REFERENCE MARK 2 IS STAMPED HALL NO 2 1934.
 PE1070
 PE1070                          STATION RECOVERY (1962)
 PE1070
 PE1070'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (LD)
 PE1070'ABOUT 2.3 MILES SOUTH ALONG STATE HIGHWAY 131 FROM THE CROSSING
 PE1070'OF THE MAINE CENTRAL RAILROAD, ON THE TOP OF THE HIGHEST
 PE1070'PART OF A TREE COVERED HILL, 180 FEET WEST OF THE CENTER LINE OF
 PE1070'THE HIGHWAY, 233 FEET SOUTHWEST OF AND ACROSS THE HIGHWAY FROM
 PE1070'POWER LINE POLE NO. 92, 226 FEET SOUTHWEST OF THE SOUTHEAST
 PE1070'CORNER OF A FRAME HOUSE, 30 FEET SOUTHWEST OF A 20-INCH PINE
 PE1070'TREE WITH A BLAZE, SET IN THE TOP OF A 3-BY-3 FOOT BURIED
 PE1070'BOULDER PROJECTING 1 FOOT ABOVE THE LEVEL OF THE GROUND.
 PE1070'
 PE1070'NOTE--MARK MAY BE COVERED WITH A GROWTH OF GREEN MOSS.  ALSO
 PE1070'THERE IS THE REMAINS OF A 20-FOOT WOODEN STAND AT THE STATION
 PE1070'SITE.
 PE1070'
 PE1070'ABOUT 2.3 MILES SOUTH ALONG STATE HIGHWAY 131 FROM ITS CROSSING
 PE1070'CROSSING OF THE MAINE CENTRAL RAILROAD, ON THE TOP OF A TREE
 PE1070'COVERED HILL, ON THE TOP OF A 2-BY-2-FOOT BURIED BOULDER
 PE1070'FLUSH WITH THE GROUND, 22 FEET SOUTHWEST OF THE STATION,
 PE1070'202 FEET WEST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 1
 PE1070'FOOT LOWER THAN THE STATION.
 PE1070'
 PE1070'NOTE--MARK WILL PROBABLY BE COVERED WITH BRUSH AND MOSS
 PE1070'SOON.  R.M. NO. 1 WAS SEARCHED FOR BUT NOT RECOVERED.  THERE IS
 PE1070'A PILE OF LUMBER AT THE DESCRIBED LOCATION AND MARK IS
 PE1070'PROBABLY STILL INTACT BUT COVERED.
 PE1070
 PE1070                          STATION RECOVERY (1962)
 PE1070
 PE1070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 PE1070'2.3 MI S FROM THOMASTON.
 PE1070'ABOUT 2.3 MILES SOUTH ALONG STATE HIGHWAY 131 FROM THE CROSSING
 PE1070'OF THE MAINE CENTRAL RAILROAD, ON THE TOP OF THE HIGHEST PART
 PE1070'OF A TREE COVERED HILL, 180 FEET WEST OF THE CENTER LINE OF
 PE1070'THE HIGHWAY, 233 FEET SOUTHWEST OF AND ACROSS THE HIGHWAY FROM
 PE1070'POWER LINE POLE NO. 92, 226 FEET SOUTHWEST OF THE SOUTHEAST
 PE1070'CORNER OF A FRAME HOUSE, 30 FEET SOUTHWEST OF A 20-INCH PINE
 PE1070'TREE WITH A BLAZE, SET IN THE TOP OF A 3-BY-3 FOOT BURIED
 PE1070'BOULDER PROJECTING 1 FOOT ABOVE THE LEVEL OF THE GROUND.
 PE1070'NOTE-- MARK MAY BE COVERED WITH A GROWTH OF GREEN MOSS.  ALSO
 PE1070'THERE IS THE REMAINS OF A 20-FOOT WOODEN STAND AT THE STATION
 PE1070'SITE.
 PE1070
 PE1070                          STATION RECOVERY (1991)
 PE1070
 PE1070'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 PE1070'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1071 ***********************************************************************
 PE1071  DESIGNATION -  HALL 2 RM 2
 PE1071  PID         -  PE1071
 PE1071  STATE/COUNTY-  ME/KNOX
 PE1071  USGS QUAD   -  THOMASTON (1973)
 PE1071
 PE1071                         *CURRENT SURVEY CONTROL
 PE1071  ___________________________________________________________________
 PE1071* NAD 83(1986)-  44 02 50.     (N)    069 10 39.     (W)     SCALED    
 PE1071* NAVD 88     -        35.267  (meters)     115.71   (feet)  ADJUSTED  
 PE1071  ___________________________________________________________________
 PE1071  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 PE1071  DYNAMIC HT  -          35.263 (meters)     115.69  (feet)  COMP
 PE1071  MODELED GRAV-     980,522.1   (mgal)                       NAVD 88
 PE1071
 PE1071  VERT ORDER  -  SECOND    CLASS 0
 PE1071
 PE1071.The horizontal coordinates were scaled from a topographic map and have
 PE1071.an estimated accuracy of +/- 6 seconds.
 PE1071
 PE1071.The orthometric height was determined by differential leveling
 PE1071.and adjusted by the National Geodetic Survey in June 1991..
 PE1071
 PE1071.The geoid height was determined by GEOID03.
 PE1071
 PE1071.The dynamic height is computed by dividing the NAVD 88
 PE1071.geopotential number by the normal gravity value computed on the
 PE1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1071.degrees latitude (g = 980.6199 gals.).
 PE1071
 PE1071.The modeled gravity was interpolated from observed gravity values.
 PE1071
 PE1071;                    North         East    Units  Estimated Accuracy
 PE1071;SPC ME E     -    42,500.      245,710.      MT  (+/- 180 meters Scaled)
 PE1071
 PE1071                          SUPERSEDED SURVEY CONTROL
 PE1071
 PE1071  NGVD 29 (??/??/92)   35.478  (m)          116.40   (f) ADJ UNCH    2 0
 PE1071
 PE1071.Superseded values are not recommended for survey control.
 PE1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1071.See file dsdata.txt to determine how the superseded data were derived.
 PE1071
 PE1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ857771(NAD 83)
 PE1071_MARKER: DR = REFERENCE MARK DISK
 PE1071_SETTING: 80 = SET IN A BOULDER
 PE1071_SP_SET: BOULDER
 PE1071_STAMPING: HALL NO 2 1934
 PE1071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1071+STABILITY: SURFACE MOTION
 PE1071
 PE1071  HISTORY     - Date     Condition        Report By
 PE1071  HISTORY     - 1934     MONUMENTED       CGS
 PE1071  HISTORY     - 1962     GOOD             NGS
 PE1071  HISTORY     - 19910511 GOOD             USPSQD
 PE1071
 PE1071                          STATION DESCRIPTION
 PE1071
 PE1071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PE1071'2.3 MI S FROM THOMASTON.
 PE1071'ABOUT 2.3 MILES SOUTH ALONG STATE HIGHWAY 131 FROM ITS
 PE1071'CROSSING OF THE MAINE CENTRAL RAILROAD, ON THE TOP OF A TREE
 PE1071'COVERED HILL, ON THE TOP OF A 2-BY-2-FOOT BURIED BOULDER FLUSH
 PE1071'WITH THE GROUND, 22 FEET SOUTHWEST OF THE STATION, 202 FEET
 PE1071'WEST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 1 FOOT LOWER
 PE1071'THAN THE STATION.  NOTE-- MARK WILL PROBABLY BE COVERED WITH
 PE1071'BRUSH AND MOSS SOON.  R.M. NO. 1 WAS SEARCHED FOR BUT NOT
 PE1071'RECOVERED.  THERE IS A PILE OF LUMBER AT THE DESCRIBED LOCATION
 PE1071'AND MARK IS PROBABLY STILL INTACT BUT COVERED.
 PE1071
 PE1071                          STATION RECOVERY (1991)
 PE1071
 PE1071'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 PE1071'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2747 ***********************************************************************
 OC2747  DESIGNATION -  HALL AZ MK
 OC2747  PID         -  OC2747
 OC2747  STATE/COUNTY-  ME/OXFORD
 OC2747  USGS QUAD   -  HIRAM (1964)
 OC2747
 OC2747                         *CURRENT SURVEY CONTROL
 OC2747  ___________________________________________________________________
 OC2747* NAD 83(1996)-  43 58 47.88219(N)    070 47 04.72209(W)     ADJUSTED  
 OC2747* NAVD 88     -       204.3    (meters)     670.     (feet)  VERTCON   
 OC2747  ___________________________________________________________________
 OC2747  LAPLACE CORR-           3.59  (seconds)                    DEFLEC99
 OC2747  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 OC2747
 OC2747  HORZ ORDER  -  SECOND
 OC2747
 OC2747.The horizontal coordinates were established by classical geodetic methods
 OC2747.and adjusted by the National Geodetic Survey in March 1998..
 OC2747
 OC2747.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2747
 OC2747.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2747
 OC2747.The geoid height was determined by GEOID03.
 OC2747
 OC2747;                    North         East     Units Scale Factor Converg.
 OC2747;SPC ME W     -   127,573.224   850,419.251   MT  0.99999689   -0 25 44.9
 OC2747;UTM  19      - 4,871,196.028   356,868.676   MT  0.99985197   -1 14 22.1
 OC2747
 OC2747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2747!SPC ME W     -   0.99997221  x   0.99999689  =   0.99996910
 OC2747!UTM  19      -   0.99997221  x   0.99985197  =   0.99982418
 OC2747
 OC2747:                Primary Azimuth Mark                     Grid Az
 OC2747:SPC ME W     -  HALL                                     354 57 04.7
 OC2747:UTM  19      -  HALL                                     355 45 41.9
 OC2747
 OC2747|---------------------------------------------------------------------|
 OC2747| PID    Reference Object                     Distance      Geod. Az  |
 OC2747|                                                           dddmmss.s |
 OC2747| OC2749 HALL                                436.578 METERS 3543119.8 |
 OC2747| OC2748 HALL RM 1                           428.801 METERS 3554057.5 |
 OC2747|---------------------------------------------------------------------|
 OC2747
 OC2747                          SUPERSEDED SURVEY CONTROL
 OC2747
 OC2747  NAD 83(1992)-  43 58 47.88216(N)    070 47 04.72471(W) AD(       ) 2
 OC2747  NAD 83(1986)-  43 58 47.89077(N)    070 47 04.72826(W) AD(       ) 2
 OC2747  NAD 27      -  43 58 47.63675(N)    070 47 06.50328(W) AD(       ) 2
 OC2747  NGVD 29 (07/19/86)  204.5    (m)          671.     (f) VERT ANG       
 OC2747
 OC2747.Superseded values are not recommended for survey control.
 OC2747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2747.See file dsdata.txt to determine how the superseded data were derived.
 OC2747
 OC2747_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ5686971196(NAD 83)
 OC2747_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OC2747_SETTING: 80 = SET IN A BOULDER
 OC2747_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 OC2747_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OC2747+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2004
 OC2747
 OC2747  HISTORY     - Date     Condition        Report By
 OC2747  HISTORY     - 1976     MONUMENTED       NGS
 OC2747  HISTORY     - 20040328 GOOD             GEOCAC
 OC2747
 OC2747                          STATION DESCRIPTION
 OC2747
 OC2747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2747'THIS STATION WAS ESTABLISHED BY AN EDM MEASUREMENT FROM
 OC2747'TRAVERSE STATION HALL. SEE DESCRIPTION THEREOF.
 OC2747'
 OC2747'DESCRIBED BY JERRY E. ELLINGWOOD.
 OC2747'
 OC2747'THE HEIGHT OF LIGHT ABOVE THE STATION WAS 1.0 METER.
 OC2747
 OC2747                          STATION RECOVERY (2004)
 OC2747
 OC2747'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 OC2747'RECOVERED AS DESCRIBED AND DESCRIPTION IS ADEQUATE BUT THIS ROCK IS IN
 OC2747'THE MIDDLE OF A STONE WALL MAKING IT DIFFICULT TO FIND. FOUND WITNESS
 OC2747'POST LYING DOWN AND HAVE RIGHTED IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1376 ***********************************************************************
 PE1376  DESIGNATION -  HALLOWELL AZ MK
 PE1376  PID         -  PE1376
 PE1376  STATE/COUNTY-  ME/KENNEBEC
 PE1376  USGS QUAD   -  AUGUSTA (1991)
 PE1376
 PE1376                         *CURRENT SURVEY CONTROL
 PE1376  ___________________________________________________________________
 PE1376* NAD 83(1996)-  44 17 21.04236(N)    069 47 21.43971(W)     ADJUSTED  
 PE1376* NAVD 88     -        14.638  (meters)      48.02   (feet)  ADJUSTED  
 PE1376  ___________________________________________________________________
 PE1376  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 PE1376  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 PE1376  DYNAMIC HT  -          14.636 (meters)      48.02  (feet)  COMP
 PE1376  MODELED GRAV-     980,522.1   (mgal)                       NAVD 88
 PE1376
 PE1376  HORZ ORDER  -  SECOND
 PE1376  VERT ORDER  -  SECOND    CLASS I
 PE1376
 PE1376.The horizontal coordinates were established by classical geodetic methods
 PE1376.and adjusted by the National Geodetic Survey in March 1998..
 PE1376
 PE1376.The orthometric height was determined by differential leveling
 PE1376.and adjusted by the National Geodetic Survey in June 1991..
 PE1376
 PE1376.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1376
 PE1376.The geoid height was determined by GEOID03.
 PE1376
 PE1376.The dynamic height is computed by dividing the NAVD 88
 PE1376.geopotential number by the normal gravity value computed on the
 PE1376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1376.degrees latitude (g = 980.6199 gals.).
 PE1376
 PE1376.The modeled gravity was interpolated from observed gravity values.
 PE1376
 PE1376;                    North         East     Units Scale Factor Converg.
 PE1376;SPC ME W     -   161,813.624   930,119.644   MT  0.99997782   +0 15 48.7
 PE1376;UTM  19      - 4,904,294.953   437,027.582   MT  0.99964877   -0 33 04.2
 PE1376
 PE1376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1376!SPC ME W     -   1.00000176  x   0.99997782  =   0.99997958
 PE1376!UTM  19      -   1.00000176  x   0.99964877  =   0.99965053
 PE1376
 PE1376|---------------------------------------------------------------------|
 PE1376| PID    Reference Object                     Distance      Geod. Az  |
 PE1376|                                                           dddmmss.s |
 PE1376| PE2470 HALLOWELL MEDOT 1974                387.678 METERS 05053     |
 PE1376| PE2471 CHELSEA RAD STA WRDO MAST           APPROX. 1.3 KM 0754602.7 |
 PE1376| PE2463 PERKINS RESET                       APPROX. 2.0 KM 1954739.8 |
 PE1376| PE2464 HALLOWELL METH CH GILT BALL         467.759 METERS 2270615.2 |
 PE1376|---------------------------------------------------------------------|
 PE1376
 PE1376                          SUPERSEDED SURVEY CONTROL
 PE1376
 PE1376  NAD 83(1992)-  44 17 21.04113(N)    069 47 21.43808(W) AD(       ) 2
 PE1376  NAD 83(1986)-  44 17 21.04647(N)    069 47 21.44319(W) AD(       ) 2
 PE1376  NAD 27      -  44 17 20.80190(N)    069 47 23.28554(W) AD(       ) 2
 PE1376  NGVD 29 (??/??/92)   14.846  (m)           48.71   (f) ADJ UNCH    2 1
 PE1376
 PE1376.Superseded values are not recommended for survey control.
 PE1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1376.See file dsdata.txt to determine how the superseded data were derived.
 PE1376
 PE1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK3702804295(NAD 83)
 PE1376_MARKER: DD = SURVEY DISK
 PE1376_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE1376_SP_SET: WALL
 PE1376_STAMPING: HALLOWELL AZ MK 1975
 PE1376_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE1376
 PE1376  HISTORY     - Date     Condition        Report By
 PE1376  HISTORY     - 1974     MONUMENTED       MEDT
 PE1376  HISTORY     - 1975     GOOD             MEDT
 PE1376  HISTORY     - 19910409 GOOD             USPSQD
 PE1376  HISTORY     - 20060315 MARK NOT FOUND   USPSQD
 PE1376
 PE1376                          STATION DESCRIPTION
 PE1376
 PE1376'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974 (RCA)
 PE1376'THE STATION IS LOCATED ON THE WESTERN SIDE OF THE MAINE CENTRAL
 PE1376'RAILROAD AT THE INTERSECTION OF THE MAINE CENTRAL RAILROAD AND
 PE1376'U.S. 201 0.15 MILES NORTH OF THE CENTER OF HALLOWELL.  IT IS 1.7
 PE1376'MILES SOUTH-SOUTHWEST OF AUGUSTA, 4.1 MILES NORTH-NORTHWEST OF
 PE1376'GARDINER, AND 0.15 MILES WEST OF THE KENNEBEC RIVER.
 PE1376'
 PE1376'TO REACH FROM THE HALLOWELL POST OFFICE, GO EAST ON WINTHROP
 PE1376'STREET 0.05 MILES TO THE INTERSECTION OF WINTHROP STREET AND U.S.
 PE1376'201, TURN LEFT AND GO NORTH ALONG U.S. 201 0.15 MILES TO THE
 PE1376'STATION ON THE LEFT.
 PE1376'
 PE1376'THE STATION MARK IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 PE1376'DISK STAMPED 1974 HALLOWELL AZ MK AND SET PROJECTING 2 INCHES
 PE1376'ABOVE THE GROUND IN A CYLINDRICAL CONCRETE POST.  IT IS 15 FEET
 PE1376'ABOVE THE LEVEL OF U.S. ROUTE 201, 8.5 FEET NORTH OF A 48 INCH
 PE1376'ELM TREE, 26.6 FEET WEST OF THE NORTH END OF A CUT STONE
 PE1376'RETAINING WALL, 1.6 FEET EAST OF A METAL WITNESS POST, 11.8 FEET
 PE1376'WEST OF THE WEST RAIL OF THE RAILROAD TRACKS, AND ON PROPERTY
 PE1376'OWNED BY THE MAINE CENTRAL RAILROAD.
 PE1376'
 PE1376'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 PE1376'
 PE1376'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 PE1376
 PE1376                          STATION RECOVERY (1975)
 PE1376
 PE1376'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 PE1376'1.3 MI S FROM AUGUSTA.
 PE1376'ABOUT 1.3 MILES SOUTH ALONG U.S. HIGHWAY 201 FROM THE STATE
 PE1376'CAPITOL BUILDING IN AUGUSTA, TO THE MAINE CENTRAL RAILROAD
 PE1376'OVERPASS CROSSING U.S. HIGHWAY 201 IN THE CITY OF HALLOWELL.
 PE1376'STATION MARK IS A DISK IN THE TOP OF A CYLINDRICAL CONCRETE
 PE1376'POST 43 FEET NORTHWEST OF THE HIGHWAY CENTERLINE, 14.5 FEET
 PE1376'NORTHWEST FROM THE CENTERLINE OF THE RAILROAD TRACKS, 26.6 FEET
 PE1376'WEST OF THE EAST FACE OF THE GRANITE BLOCK RETAINING WALL
 PE1376'PARALLEL TO THE HIGHWAY ON THE SOUTHERLY SIDE OF THE OVERPASS,
 PE1376'AND ALSO 25.2 FEET NORTHEAST OF THE NORTHEAST END OF THE GRANITE
 PE1376'RETAINING WALL ALONG THE WESTERLY SIDE OF THE RAILROAD TRACKS
 PE1376'AND ABOUT 6 INCHES BELOW THE TOP OF THE TRACKS.
 PE1376
 PE1376                          STATION RECOVERY (1991)
 PE1376
 PE1376'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 PE1376'RECOVERED IN GOOD CONDITION.
 PE1376
 PE1376                          STATION RECOVERY (2006)
 PE1376
 PE1376'RECOVERY NOTE BY US POWER SQUADRON 2006 (AHE)
 PE1376'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2465 ***********************************************************************
 PE2465  DESIGNATION -  HALLOWELL FARMINGDALE SPIPE
 PE2465  PID         -  PE2465
 PE2465  STATE/COUNTY-  ME/KENNEBEC
 PE2465  USGS QUAD   -  AUGUSTA (1991)
 PE2465
 PE2465                         *CURRENT SURVEY CONTROL
 PE2465  ___________________________________________________________________
 PE2465* NAD 83(1996)-  44 16 05.82357(N)    069 47 58.29567(W)     ADJUSTED  
 PE2465* NAVD 88     -                                                        
 PE2465  ___________________________________________________________________
 PE2465  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 PE2465  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 PE2465
 PE2465  HORZ ORDER  -  THIRD
 PE2465
 PE2465.The horizontal coordinates were established by classical geodetic methods
 PE2465.and adjusted by the National Geodetic Survey in March 1998..
 PE2465
 PE2465
 PE2465.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2465
 PE2465.The geoid height was determined by GEOID03.
 PE2465
 PE2465;                    North         East     Units Scale Factor Converg.
 PE2465;SPC ME W     -   159,488.288   929,312.923   MT  0.99997723   +0 15 22.6
 PE2465;UTM  19      - 4,901,982.079   436,188.163   MT  0.99965008   -0 33 29.2
 PE2465
 PE2465                          SUPERSEDED SURVEY CONTROL
 PE2465
 PE2465  NAD 83(1992)-  44 16 05.82236(N)    069 47 58.29414(W) AD(       ) 4
 PE2465  NAD 83(1986)-  44 16 05.82764(N)    069 47 58.29920(W) AD(       ) 4
 PE2465  NAD 27      -  44 16 05.58232(N)    069 48 00.13895(W) AD(       ) 3
 PE2465
 PE2465.Superseded values are not recommended for survey control.
 PE2465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2465.See file dsdata.txt to determine how the superseded data were derived.
 PE2465
 PE2465_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK3618801982(NAD 83)
 PE2465_MARKER: 52 = STANDPIPE TANK
 PE2465
 PE2465  HISTORY     - Date     Condition        Report By
 PE2465  HISTORY     - 1974     FIRST OBSERVED   NGS
 PE2465
 PE2465                          STATION DESCRIPTION
 PE2465
 PE2465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (RCA)
 PE2465'THE STATION IS THE VENT STACK AT THE TOP CENTER OF THE 85 FOOT
 PE2465'TALL - 25 FOOT DIAMETER STANDPIPE LOCATED 75 FEET WEST NORTH
 PE2465'WEST OF THE PARKING LOT AND 200 FEET NORTH OF THE NORTH WEST CORNER
 PE2465'OF THE HALLDALE REGIONAL HIGH SCHOOL ON MAPLE STREET IN THE TOWN
 PE2465'OF HALLOWELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2470 ***********************************************************************
 PE2470  DESIGNATION -  HALLOWELL MEDOT 1974
 PE2470  PID         -  PE2470
 PE2470  STATE/COUNTY-  ME/KENNEBEC
 PE2470  USGS QUAD   -  AUGUSTA (1991)
 PE2470
 PE2470                         *CURRENT SURVEY CONTROL
 PE2470  ___________________________________________________________________
 PE2470* NAD 83(1996)-  44 17 28.96730(N)    069 47 07.87380(W)     ADJUSTED  
 PE2470* NAVD 88     -        13.1    (meters)      43.     (feet)  VERTCON   
 PE2470  ___________________________________________________________________
 PE2470  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 PE2470  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 PE2470
 PE2470  HORZ ORDER  -  SECOND
 PE2470
 PE2470.The horizontal coordinates were established by classical geodetic methods
 PE2470.and adjusted by the National Geodetic Survey in March 1998..
 PE2470
 PE2470.The NAVD 88 height was computed by applying the VERTCON shift value to
 PE2470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PE2470
 PE2470.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2470
 PE2470.The geoid height was determined by GEOID03.
 PE2470
 PE2470;                    North         East     Units Scale Factor Converg.
 PE2470;SPC ME W     -   162,059.618   930,419.268   MT  0.99997804   +0 15 58.2
 PE2470;UTM  19      - 4,904,536.582   437,330.574   MT  0.99964830   -0 32 54.8
 PE2470
 PE2470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2470!SPC ME W     -   1.00000201  x   0.99997804  =   0.99998005
 PE2470!UTM  19      -   1.00000201  x   0.99964830  =   0.99965031
 PE2470
 PE2470:                Primary Azimuth Mark                     Grid Az
 PE2470:SPC ME W     -  CHELSEA RAD STA WRDO MAST                085 05 19.4
 PE2470:UTM  19      -  CHELSEA RAD STA WRDO MAST                085 54 12.4
 PE2470
 PE2470|---------------------------------------------------------------------|
 PE2470| PID    Reference Object                     Distance      Geod. Az  |
 PE2470|                                                           dddmmss.s |
 PE2470| PE2471 CHELSEA RAD STA WRDO MAST           APPROX. 1.0 KM 0852117.6 |
 PE2470| PE2464 HALLOWELL METH CH GILT BALL         APPROX. 0.9 KM 2284900.0 |
 PE2470| PE1376 HALLOWELL AZ MK                     387.678 METERS 23053     |
 PE2470|---------------------------------------------------------------------|
 PE2470
 PE2470                          SUPERSEDED SURVEY CONTROL
 PE2470
 PE2470  NAD 83(1992)-  44 17 28.96606(N)    069 47 07.87216(W) AD(       ) 2
 PE2470  NAD 83(1986)-  44 17 28.97140(N)    069 47 07.87727(W) AD(       ) 2
 PE2470  NAD 27      -  44 17 28.72703(N)    069 47 09.72026(W) AD(       ) 2
 PE2470  NGVD 29 (07/19/86)   13.3    (m)           44.     (f) VERT ANG       
 PE2470
 PE2470.Superseded values are not recommended for survey control.
 PE2470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2470.See file dsdata.txt to determine how the superseded data were derived.
 PE2470
 PE2470_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK3733104537(NAD 83)
 PE2470_MARKER: DD = SURVEY DISK
 PE2470_SETTING: 0 = UNSPECIFIED SETTING
 PE2470_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE2470
 PE2470  HISTORY     - Date     Condition        Report By
 PE2470  HISTORY     - 1974     MONUMENTED       MEDT
 PE2470  HISTORY     - 20021015 MARK NOT FOUND   USPSQD
 PE2470
 PE2470                          STATION DESCRIPTION
 PE2470
 PE2470'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974 (RCA)
 PE2470'THE STATION IS LOCATED IN THE CITY OF HALLOWELL ON THE EAST SIDE OF
 PE2470'THE MAINE CENTRAL RAILROAD RIGHT OF WAY NEXT TO THE HALLOWELL
 PE2470'MOBIL OIL TERMINAL, 1.3 MILES SOUTH OF AUGUSTA, 4.4 MILES NORTH
 PE2470'OF GARDINER, AND 0.15 MILES WEST OF THE KENNEBEC RIVER.
 PE2470'
 PE2470'TO REACH FROM THE HALLOWELL POST OFFICE GO EAST ON WINTHROP
 PE2470'STREET 0.05 MILES TO THE INTERSECTION OF U.S. 201 + WINTHROP
 PE2470'STREET, TURN LEFT AND GO NORTH ON U.S. 201 0.15 MILES TO A PAVED
 PE2470'ENTRANCE ON THE RIGHT (THE HALLOWELL MOBILE TERMINAL
 PE2470'ENTRANCE).  TURN RIGHT AND GO 0.25 MILES ALONG THE TERMINAL
 PE2470'ENTRANCE TO THE BRICK TERMINAL BUILDING AND THE STATION ON THE
 PE2470'LEFT.
 PE2470'
 PE2470'THE STATION MARK IS A STANDARD DEPARTMENT OF TRANSPORTATION
 PE2470'DISK STAMPED 1974 HALLOWELL AND SET IN THE TOP OF A 12 INCH
 PE2470'SQAURE TOPPED INGOT SHAPED CONCRETE BLOCK, PROJECTING 2.0 FEET
 PE2470'ABOVE THE GROUND.  IT IS SET IN THE NORTHWEST BLOCK OF 8 BLOCKS,
 PE2470'3.1 FEET WEST OF A METAL WITNESS POST, 10.7 FEET WEST OF A CHAIN
 PE2470'LINK FENCE, AND 19.7 FEET EAST OF THE EASTERLY RAIL OF 4 RAILS
 PE2470'OF THE MAINE CENTRAL RAILROAD.
 PE2470'
 PE2470'THE AZIMUTH MARK WAS ALSO OCCUPIED, AND LOCATED BY
 PE2470'TRIANGULATION.  THEREFORE, IT HAS ITSELF BEEN DESCRIBED AS
 PE2470'A TRIANGULATION STATION.
 PE2470'
 PE2470'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 PE2470'
 PE2470'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 PE2470
 PE2470                          STATION RECOVERY (2002)
 PE2470
 PE2470'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMW)
 PE2470'NO BLOCK WAS FOUND, OR WERE ANY OTHER BLOCKS. THERE IS A SINGLE RAIL
 PE2470'LINE THERE NOW. A HIKING TRAIL IS NOW CLOSE ALONG THE FENCE IN THE
 PE2470'LOCATION OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2464 ***********************************************************************
 PE2464  DESIGNATION -  HALLOWELL METH CH GILT BALL
 PE2464  PID         -  PE2464
 PE2464  STATE/COUNTY-  ME/KENNEBEC
 PE2464  USGS QUAD   -  AUGUSTA (1991)
 PE2464
 PE2464                         *CURRENT SURVEY CONTROL
 PE2464  ___________________________________________________________________
 PE2464* NAD 83(1996)-  44 17 10.72692(N)    069 47 36.89506(W)     ADJUSTED  
 PE2464* NAVD 88     -                                                        
 PE2464  ___________________________________________________________________
 PE2464  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 PE2464  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 PE2464
 PE2464  HORZ ORDER  -  THIRD
 PE2464
 PE2464.The horizontal coordinates were established by classical geodetic methods
 PE2464.and adjusted by the National Geodetic Survey in March 1998..
 PE2464
 PE2464
 PE2464.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2464
 PE2464.The geoid height was determined by GEOID03.
 PE2464
 PE2464;                    North         East     Units Scale Factor Converg.
 PE2464;SPC ME W     -   161,493.670   929,778.442   MT  0.99997757   +0 15 37.8
 PE2464;UTM  19      - 4,903,979.987   436,681.980   MT  0.99964931   -0 33 14.9
 PE2464
 PE2464                          SUPERSEDED SURVEY CONTROL
 PE2464
 PE2464  NAD 83(1992)-  44 17 10.72570(N)    069 47 36.89345(W) AD(       ) 4
 PE2464  NAD 83(1986)-  44 17 10.73101(N)    069 47 36.89859(W) AD(       ) 4
 PE2464  NAD 27      -  44 17 10.48000(N)    069 47 38.68000(W) AD(       ) 3
 PE2464
 PE2464.Superseded values are not recommended for survey control.
 PE2464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2464.See file dsdata.txt to determine how the superseded data were derived.
 PE2464
 PE2464_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK3668203980(NAD 83)
 PE2464_MARKER: 90 = CHURCH SPIRE
 PE2464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE2464+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2002
 PE2464
 PE2464  HISTORY     - Date     Condition        Report By
 PE2464  HISTORY     - 1868     FIRST OBSERVED   CGS
 PE2464  HISTORY     - 1942     GOOD             CGS
 PE2464  HISTORY     - 1949     GOOD             CGS
 PE2464  HISTORY     - 1957     GOOD             CGS
 PE2464  HISTORY     - 1974     GOOD             NGS
 PE2464  HISTORY     - 20021015 GOOD             USPSQD
 PE2464
 PE2464                          STATION DESCRIPTION
 PE2464
 PE2464'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (HJB)
 PE2464'RECOVERED IN GOOD CONDITION WITHOUT A DESCRIPTION.  THIS
 PE2464'STATION WAS NOT DESCRIBED.
 PE2464'
 PE2464'THE WHITE SPIRE OF COX MEMORIAL METHODIST CHURCH ON THE SW
 PE2464'CORNER OF MIDDLE AND CENTRAL STREETS, IN THE TOWN OF HALLOWELL.  IT
 PE2464'IS A FOUR-SIDED, WHITE SPIRE, RISING FROM A SQUARE BELFRY, WITH A
 PE2464'BALL AND WEATHER VANE AT ITS APEX.
 PE2464
 PE2464                          STATION RECOVERY (1949)
 PE2464
 PE2464'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM)
 PE2464'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1942 WITH
 PE2464'THE EXCEPTION THAT THERE IS NO LONGER A BALL ATOP THE
 PE2464'ARROW-LIKE WEATHER VANE.
 PE2464
 PE2464                          STATION RECOVERY (1957)
 PE2464
 PE2464'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (FBM)
 PE2464'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN
 PE2464'1949.  THE DESCRIPTION WAS FOUND TO BE ADEQUATE.
 PE2464
 PE2464                          STATION RECOVERY (1974)
 PE2464
 PE2464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RCA)
 PE2464'(PREVIOUS DESCRIPTIONS ARE IN BOOK NUMBER 534 PAGES 29, 50, AND
 PE2464'55)--THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN
 PE2464'1949.  THE DESCRIPTION WAS FOUND TO BE ADEQUATE.
 PE2464
 PE2464                          STATION RECOVERY (2002)
 PE2464
 PE2464'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMW)
 PE2464'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2469 ***********************************************************************
 PE2469  DESIGNATION -  HALLOWELL SHEPARD BROS MAST
 PE2469  PID         -  PE2469
 PE2469  STATE/COUNTY-  ME/KENNEBEC
 PE2469  USGS QUAD   -  AUGUSTA (1991)
 PE2469
 PE2469                         *CURRENT SURVEY CONTROL
 PE2469  ___________________________________________________________________
 PE2469* NAD 83(1996)-  44 17 12.06037(N)    069 48 19.97710(W)     ADJUSTED  
 PE2469* NAVD 88     -                                                        
 PE2469  ___________________________________________________________________
 PE2469  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 PE2469  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 PE2469
 PE2469  HORZ ORDER  -  THIRD
 PE2469
 PE2469.The horizontal coordinates were established by classical geodetic methods
 PE2469.and adjusted by the National Geodetic Survey in March 1998..
 PE2469
 PE2469
 PE2469.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2469
 PE2469.The geoid height was determined by GEOID03.
 PE2469
 PE2469;                    North         East     Units Scale Factor Converg.
 PE2469;SPC ME W     -   161,530.554   928,823.074   MT  0.99997688   +0 15 07.7
 PE2469;UTM  19      - 4,904,030.433   435,727.545   MT  0.99965080   -0 33 45.0
 PE2469
 PE2469                          SUPERSEDED SURVEY CONTROL
 PE2469
 PE2469  NAD 83(1992)-  44 17 12.05919(N)    069 48 19.97549(W) AD(       ) 4
 PE2469  NAD 83(1986)-  44 17 12.06447(N)    069 48 19.98063(W) AD(       ) 4
 PE2469  NAD 27      -  44 17 11.81810(N)    069 48 21.82141(W) AD(       ) 3
 PE2469
 PE2469.Superseded values are not recommended for survey control.
 PE2469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2469.See file dsdata.txt to determine how the superseded data were derived.
 PE2469
 PE2469_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK3572804030(NAD 83)
 PE2469_MARKER: 41 = ANTENNA MAST
 PE2469
 PE2469  HISTORY     - Date     Condition        Report By
 PE2469  HISTORY     - 1974     FIRST OBSERVED   NGS
 PE2469
 PE2469                          STATION DESCRIPTION
 PE2469
 PE2469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (RCA)
 PE2469'THE STATION, HALLOWELL SHEPARD BROTHERS MAST, IS THE TOP CENTER
 PE2469'OF THE ANTENNA ON TOP OF AN 80 FOOT 3 LEGGED TUBULAR STEEL, GUYED,
 PE2469'MAST WHICH IS ON TOP OF A 15 FOOT HIGH BUILDING OWNED BY
 PE2469'SHEPARD BROTHERS INCORPORATED LOCATED 0.1 MILE SOUTH ON THE
 PE2469'MAYFLOWER ROAD FROM JUNCTION MAYFLOWER ROAD AND CENTRAL STREET
 PE2469'IN THE TOWN OF HALLOWELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1658 ***********************************************************************
 QF1658  DESIGNATION -  HALO IBC
 QF1658  PID         -  QF1658
 QF1658  STATE/COUNTY-  ME/WASHINGTON
 QF1658  USGS QUAD   -  FOREST CITY (1988)
 QF1658
 QF1658                         *CURRENT SURVEY CONTROL
 QF1658  ___________________________________________________________________
 QF1658* NAD 83(1996)-  45 40 47.48204(N)    067 43 11.43649(W)     ADJUSTED  
 QF1658* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 QF1658  ___________________________________________________________________
 QF1658  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 QF1658  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 QF1658
 QF1658  HORZ ORDER  -  THIRD
 QF1658
 QF1658.The horizontal coordinates were established by classical geodetic methods
 QF1658.and adjusted by the National Geodetic Survey in March 1998..
 QF1658
 QF1658.The orthometric height was scaled from a topographic map.
 QF1658
 QF1658.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1658
 QF1658.The geoid height was determined by GEOID03.
 QF1658
 QF1658;                    North         East     Units Scale Factor Converg.
 QF1658;SPC ME E     -   223,990.138   360,774.967   MT  0.99994540   +0 33 29.4
 QF1658;UTM  19      - 5,059,275.204   599,695.427   MT  0.99972219   +0 54 57.5
 QF1658
 QF1658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1658!SPC ME E     -   0.99998542  x   0.99994540  =   0.99993082
 QF1658!UTM  19      -   0.99998542  x   0.99972219  =   0.99970761
 QF1658
 QF1658:                Primary Azimuth Mark                     Grid Az
 QF1658:SPC ME E     -  BOOM IBC                                 034 45 05.6
 QF1658:UTM  19      -  BOOM IBC                                 034 23 37.5
 QF1658
 QF1658|---------------------------------------------------------------------|
 QF1658| PID    Reference Object                     Distance      Geod. Az  |
 QF1658|                                                           dddmmss.s |
 QF1658| QF1653 BOOM IBC                            APPROX. 0.5 KM 0351835.0 |
 QF1658| QF1655 BOB IBC                             194.174 METERS 04008     |
 QF1658| QF1652 REFERENCE MON 77=PLUMB              396.423 METERS 06926     |
 QF1658| QF1651 ALL IBC                             394.614 METERS 09020     |
 QF1658| QF1657 NOGO IBC                            179.016 METERS 17809     |
 QF1658| QF1665 BEGE IBC                            394.871 METERS 32249     |
 QF1658| QF1664 REFERENCE MON 75=MINYUS             APPROX. 0.5 KM 3362526.8 |
 QF1658|---------------------------------------------------------------------|
 QF1658
 QF1658                          SUPERSEDED SURVEY CONTROL
 QF1658
 QF1658  NAD 83(1992)-  45 40 47.47908(N)    067 43 11.43486(W) AD(       ) 3
 QF1658  NAD 83(1986)-  45 40 47.48368(N)    067 43 11.45093(W) AD(       ) 3
 QF1658  NAD 27      -  45 40 47.26554(N)    067 43 13.42102(W) AD(       ) 3
 QF1658
 QF1658.Superseded values are not recommended for survey control.
 QF1658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1658.See file dsdata.txt to determine how the superseded data were derived.
 QF1658
 QF1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9969559275(NAD 83)
 QF1658_MARKER: DD = SURVEY DISK
 QF1658_SETTING: 80 = SET IN A BOULDER
 QF1658_SP_SET: SET IN A DRILL HOLE IN A BOULDER
 QF1658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1658+STABILITY: SURFACE MOTION
 QF1658
 QF1658  HISTORY     - Date     Condition        Report By
 QF1658  HISTORY     - 1912     MONUMENTED       IBC
 QF1658  HISTORY     - 1955     GOOD             IBC
 QF1658
 QF1658                          STATION DESCRIPTION
 QF1658
 QF1658'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (AJB)
 QF1658'ON THE W SHORE OF THE BAY SPEDNIK LAKE INTO WHICH THE RIVER FROM
 QF1658'MUD LAKE FLOWS.  IT IS JUST OPPOSITE THE MOUTH OF THE BAY, ON A
 QF1658'SLOPING ROCK IN THE WATER 23 METERS FROM THE SHORE.  THE ROCK IS 5.8
 QF1658'METERS LONG, 5.5 METERS WIDE, AND 1.4 METERS HIGH.  STATION IS ABOUT
 QF1658'100 FEET OUTSIDE THE EDGE OF TREES.  A HIGH POINTED ROCK IS 15 FEET S.
 QF1658'
 QF1658'STATION MARK IS A DRILL HOLE IN A CROSS CUT IN THE TOP OF THE ROCK.
 QF1658
 QF1658                          STATION RECOVERY (1955)
 QF1658
 QF1658'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1658'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1928 ***********************************************************************
 PE1928  DESIGNATION -  HAM 1944
 PE1928  PID         -  PE1928
 PE1928  STATE/COUNTY-  ME/HANCOCK
 PE1928  USGS QUAD   -  NEWBURY NECK (1981)
 PE1928
 PE1928                         *CURRENT SURVEY CONTROL
 PE1928  ___________________________________________________________________
 PE1928* NAD 83(1996)-  44 22 31.86914(N)    068 25 21.43135(W)     ADJUSTED  
 PE1928* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 PE1928  ___________________________________________________________________
 PE1928  LAPLACE CORR-           6.99  (seconds)                    DEFLEC99
 PE1928  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 PE1928
 PE1928  HORZ ORDER  -  THIRD
 PE1928
 PE1928.The horizontal coordinates were established by classical geodetic methods
 PE1928.and adjusted by the National Geodetic Survey in March 1998..
 PE1928
 PE1928.The orthometric height was scaled from a topographic map.
 PE1928
 PE1928.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1928
 PE1928.The geoid height was determined by GEOID03.
 PE1928
 PE1928;                    North         East     Units Scale Factor Converg.
 PE1928;SPC ME E     -    78,757.523   306,166.475   MT  0.99990047   +0 03 14.8
 PE1928;UTM  19      - 4,913,744.398   545,997.997   MT  0.99962602   +0 24 13.7
 PE1928
 PE1928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1928!SPC ME E     -   1.00000370  x   0.99990047  =   0.99990417
 PE1928!UTM  19      -   1.00000370  x   0.99962602  =   0.99962972
 PE1928
 PE1928|---------------------------------------------------------------------|
 PE1928| PID    Reference Object                     Distance      Geod. Az  |
 PE1928|                                                           dddmmss.s |
 PE1928| PE1943 FLAG                                201.636 METERS 10101     |
 PE1928| PE1947 BURY 1944                           APPROX. 3.7 KM 2715215.4 |
 PE1928|---------------------------------------------------------------------|
 PE1928
 PE1928                          SUPERSEDED SURVEY CONTROL
 PE1928
 PE1928  NAD 83(1992)-  44 22 31.86797(N)    068 25 21.42024(W) AD(       ) 3
 PE1928  NAD 83(1986)-  44 22 31.86771(N)    068 25 21.42407(W) AD(       ) 3
 PE1928  NAD 27      -  44 22 31.58800(N)    068 25 23.34700(W) AD(       ) 3
 PE1928
 PE1928.Superseded values are not recommended for survey control.
 PE1928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1928.See file dsdata.txt to determine how the superseded data were derived.
 PE1928
 PE1928_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK4599813744(NAD 83)
 PE1928
 PE1928  HISTORY     - Date     Condition        Report By
 PE1928  HISTORY     - 1944     MONUMENTED       CGS
 PE1928  HISTORY     - 1956     SEE DESCRIPTION  CGS
 PE1928
 PE1928                          STATION DESCRIPTION
 PE1928
 PE1928'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1928'STATION IS LOCATED ON THE MOST NORTHERLY POINT OF BARTLETT ISLAND
 PE1928'IN UPPER BLUE HILL BAY, 24 METERS FROM THE END OF POINT, 29 METERS
 PE1928'FROM EASTERN SIDE OF POINT, ABOUT 25 METERS FROM NORTHWESTERN
 PE1928'SIDE OF POINT, AND ABOUT ON THE CENTER OF THE RIDGE.  MARK IS A
 PE1928'STANDARD DISC STAMPED HAM 1944 SET IN LEDGE ROCK.
 PE1928'
 PE1928'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK 15 FEET.
 PE1928
 PE1928                          STATION RECOVERY (1956)
 PE1928
 PE1928'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 PE1928'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 PE1928'DESCRIPTION IS ADEQUATE AND COMPLETE.  IT IS MARKED BY A
 PE1928'TOPOGRAPHIC DISK, STAMPED HAM 1944.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SE0119 ***********************************************************************
 SE0119  DESIGNATION -  HAMLIN GSC
 SE0119  PID         -  SE0119
 SE0119  STATE/COUNTY-  ME/AROOSTOOK
 SE0119  USGS QUAD   -  DOYLE RIDGE (1986)
 SE0119
 SE0119                         *CURRENT SURVEY CONTROL
 SE0119  ___________________________________________________________________
 SE0119* NAD 83(1996)-  47 06 20.60891(N)    067 54 20.80595(W)     ADJUSTED  
 SE0119* NAVD 88     -       230.2    (meters)     755.     (feet)  VERTCON   
 SE0119  ___________________________________________________________________
 SE0119  LAPLACE CORR-           5.28  (seconds)                    DEFLEC99
 SE0119  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 SE0119
 SE0119  HORZ ORDER  -  SECOND
 SE0119
 SE0119.The horizontal coordinates were established by classical geodetic methods
 SE0119.and adjusted by the National Geodetic Survey in March 1998..
 SE0119
 SE0119.The NAVD 88 height was computed by applying the VERTCON shift value to
 SE0119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SE0119
 SE0119.The Laplace correction was computed from DEFLEC99 derived deflections.
 SE0119
 SE0119.The geoid height was determined by GEOID03.
 SE0119
 SE0119;                    North         East     Units Scale Factor Converg.
 SE0119;SPC ME E     -   382,347.698   345,100.243   MT  0.99992499   +0 26 07.2
 SE0119;UTM  19      - 5,217,493.860   583,024.145   MT  0.99968472   +0 48 06.1
 SE0119
 SE0119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SE0119!SPC ME E     -   0.99996752  x   0.99992499  =   0.99989252
 SE0119!UTM  19      -   0.99996752  x   0.99968472  =   0.99965225
 SE0119
 SE0119                          SUPERSEDED SURVEY CONTROL
 SE0119
 SE0119  NAD 83(1992)-  47 06 20.60631(N)    067 54 20.80340(W) AD(       ) 2
 SE0119  NAD 83(1986)-  47 06 20.60578(N)    067 54 20.79853(W) AD(       ) 2
 SE0119  NAD 27      -  47 06 20.45300(N)    067 54 22.71300(W) AD(       ) 2
 SE0119  NGVD 29 (07/19/86)  230.4    (m)          756.     (f) VERT ANG       
 SE0119
 SE0119.Superseded values are not recommended for survey control.
 SE0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SE0119.See file dsdata.txt to determine how the superseded data were derived.
 SE0119
 SE0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN8302417494(NAD 83)
 SE0119_MARKER: DD = SURVEY DISK
 SE0119_SETTING: 0 = UNSPECIFIED SETTING
 SE0119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SE0119
 SE0119  HISTORY     - Date     Condition        Report By
 SE0119  HISTORY     - 1916     MONUMENTED       GSC
 SE0119
 SE0119                          STATION DESCRIPTION
 SE0119
 SE0119'DESCRIBED BY GEODETIC SURVEY OF CANADA 1916 (JLR)
 SE0119'IN HAMLIN TOWNSHIP, ON THE SOUTHEAST SIDE OF LOT 319, OWNED BY JOSEPH
 SE0119'LANGLAIS, ON THE LINE BETWEEN LOT 319 AND THE ONE TO THE SOUTHEAST.
 SE0119'
 SE0119'STATION MARK--BRONZE DISK SET IN CEMENT IN ROCKS FORMING THE
 SE0119'FOUNDATION OF THE LOOSE RUBBLE WALL SEPARATING THE TWO LOTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1439 ***********************************************************************
 QG1439  DESIGNATION -  HAMMOND RIDGE
 QG1439  PID         -  QG1439
 QG1439  STATE/COUNTY-  ME/PENOBSCOT
 QG1439  USGS QUAD   -  NORCROSS (1988)
 QG1439
 QG1439                         *CURRENT SURVEY CONTROL
 QG1439  ___________________________________________________________________
 QG1439* NAD 83(1996)-  45 43 03.98800(N)    068 47 51.32971(W)     ADJUSTED  
 QG1439* NAVD 88     -       325.     (meters)    1066.     (feet)  SCALED    
 QG1439  ___________________________________________________________________
 QG1439  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 QG1439  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 QG1439
 QG1439  HORZ ORDER  -  FIRST
 QG1439
 QG1439.The horizontal coordinates were established by classical geodetic methods
 QG1439.and adjusted by the National Geodetic Survey in March 1998..
 QG1439
 QG1439.The orthometric height was scaled from a topographic map.
 QG1439
 QG1439.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1439
 QG1439.The geoid height was determined by GEOID03.
 QG1439
 QG1439;                    North         East     Units Scale Factor Converg.
 QG1439;SPC ME E     -   227,951.201   276,832.971   MT  0.99990660   -0 12 47.0
 QG1439;UTM  19      - 5,062,710.995   515,752.444   MT  0.99960305   +0 08 41.7
 QG1439
 QG1439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1439!SPC ME E     -   0.99995290  x   0.99990660  =   0.99985950
 QG1439!UTM  19      -   0.99995290  x   0.99960305  =   0.99955596
 QG1439
 QG1439|---------------------------------------------------------------------|
 QG1439| PID    Reference Object                     Distance      Geod. Az  |
 QG1439|                                                           dddmmss.s |
 QG1439| CE8875 HAMMOND RIDGE RM 1                   20.300 METERS 08656     |
 QG1439| QG1441 RAGGED 2                            APPROX.16.5 KM 2063019.0 |
 QG1439| CE8876 HAMMOND RIDGE RM 2                   13.580 METERS 20946     |
 QG1439|---------------------------------------------------------------------|
 QG1439
 QG1439                          SUPERSEDED SURVEY CONTROL
 QG1439
 QG1439  NAD 83(1992)-  45 43 03.98726(N)    068 47 51.32390(W) AD(       ) 1
 QG1439  NAD 83(1986)-  45 43 03.99226(N)    068 47 51.33588(W) AD(       ) 1
 QG1439  NAD 27      -  45 43 03.81900(N)    068 47 53.19300(W) AD(       ) 1
 QG1439
 QG1439.Superseded values are not recommended for survey control.
 QG1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1439.See file dsdata.txt to determine how the superseded data were derived.
 QG1439
 QG1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL1575262711(NAD 83)
 QG1439
 QG1439  HISTORY     - Date     Condition        Report By
 QG1439  HISTORY     - 1941     MONUMENTED       CGS
 QG1439  HISTORY     - 1942     SEE DESCRIPTION  CGS
 QG1439
 QG1439                          STATION DESCRIPTION
 QG1439
 QG1439'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLR)
 QG1439'STATION IS LOCATED ON THE TIMBERED SUMMIT OF HAMMOND RIDGE,
 QG1439'SOMETIME LOCALLY KNOWN AS HAMMETT RIDGE, ON THE PROPERTY OF THE
 QG1439'GREAT NORTHERN PAPER COMPANY.  THIS RIDGE RISES FROM THE
 QG1439'SOUTHERN EDGE OF MILLINOCKET LAKE AND IS BY AIR LINE ABOUT 8
 QG1439'MILES NW OF MILLINOCKET, 2.5 MILES E OF MILLINOCKET LAKE CAMPS,
 QG1439'AND 1.5 MILES S OF THE EDGE OF MILLINOCKET LAKE.  IT IS 20.6
 QG1439'FEET E OF A 12-INCH TRIANGULAR BLAZED MAPLE, 18.4 FEET SW OF A
 QG1439'14-INCH BEECH, AND 44.5 FEET NE OF A TRIANGULAR BLAZED 10-INCH
 QG1439'BEECH TREE.  DISK IS SET ABOUT 12 INCHES BELOW GROUND
 QG1439'SURFACE AND IS STAMPED HAMMOND RIDGE, 1941.
 QG1439'
 QG1439'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 QG1439'IN OUTCROPPING BEDROCK.
 QG1439'
 QG1439'REFERENCE MARKS ARE STANDARD DISKS WEDGED IN DRILL HOLES IN
 QG1439'BOULDERS.
 QG1439'
 QG1439'NO UNDERGROUND MARK WAS SET.
 QG1439'
 QG1439'REFERENCE MARKS ARE IN THE BRUSH.  NO. 1 IS TO THE E AND NO. 2
 QG1439'IS TO THE SW JUST E OF THE TRIANGULAR BLAZED 10-INCH BEECH.
 QG1439'
 QG1439'NO AZIMUTH MARK COULD BE SET OR NO OBJECTS ARE VISIBLE FROM
 QG1439'THE GROUND.
 QG1439'
 QG1439'STATION IS REACHED FROM MILLINOCKET BY GOING E ABOUT 10 MILES
 QG1439'TO THE MILLINOCKET LAKE CAMPS ON MILLINOCKET LAKE.  FROM THERE
 QG1439'ONE CAN TAKE A CANOE ABOUT 3 MILES TO AN OLD CABIN THEN PACK UP
 QG1439'THE N FACE OF THE RIDGE ABOUT 1 HOUR TO STATION.  INQUIRY SHOULD
 QG1439'BE MADE AT MILLINOCKET LAKE CAMPS.
 QG1439'
 QG1439'HEIGHT OF LIGHT ABOVE STATION MARK 45 FEET.
 QG1439
 QG1439                          STATION RECOVERY (1942)
 QG1439
 QG1439'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (HJB)
 QG1439'RECOVERED AS DESCRIBED.  STATION IN GOOD CONDITION.  ORIGINAL
 QG1439'DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0591 ***********************************************************************
 PE0591  DESIGNATION -  HAMPDEN
 PE0591  PID         -  PE0591
 PE0591  STATE/COUNTY-  ME/PENOBSCOT
 PE0591  USGS QUAD   -  HAMPDEN (1982)
 PE0591
 PE0591                         *CURRENT SURVEY CONTROL
 PE0591  ___________________________________________________________________
 PE0591* NAD 83(1986)-  44 44 47.     (N)    068 51 54.     (W)     SCALED    
 PE0591* NAVD 88     -        47.241  (meters)     154.99   (feet)  ADJUSTED  
 PE0591  ___________________________________________________________________
 PE0591  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 PE0591  DYNAMIC HT  -          47.238 (meters)     154.98  (feet)  COMP
 PE0591  MODELED GRAV-     980,571.1   (mgal)                       NAVD 88
 PE0591
 PE0591  VERT ORDER  -  SECOND    CLASS 0
 PE0591
 PE0591.The horizontal coordinates were scaled from a topographic map and have
 PE0591.an estimated accuracy of +/- 6 seconds.
 PE0591
 PE0591.The orthometric height was determined by differential leveling
 PE0591.and adjusted by the National Geodetic Survey in June 1991..
 PE0591
 PE0591.The geoid height was determined by GEOID03.
 PE0591
 PE0591.The dynamic height is computed by dividing the NAVD 88
 PE0591.geopotential number by the normal gravity value computed on the
 PE0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0591.degrees latitude (g = 980.6199 gals.).
 PE0591
 PE0591.The modeled gravity was interpolated from observed gravity values.
 PE0591
 PE0591;                    North         East    Units  Estimated Accuracy
 PE0591;SPC ME E     -   120,030.      271,100.      MT  (+/- 180 meters Scaled)
 PE0591
 PE0591                          SUPERSEDED SURVEY CONTROL
 PE0591
 PE0591  NGVD 29 (??/??/92)   47.45   (m)          155.7    (f) COMPUTED    2 0
 PE0591
 PE0591.Superseded values are not recommended for survey control.
 PE0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0591.See file dsdata.txt to determine how the superseded data were derived.
 PE0591
 PE0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK106547(NAD 83)
 PE0591_MARKER: DB = BENCH MARK DISK
 PE0591_SETTING: 80 = SET IN A BOULDER
 PE0591_SP_SET: BOULDER
 PE0591_STAMPING: HAMPDEN 1933
 PE0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0591+STABILITY: SURFACE MOTION
 PE0591
 PE0591  HISTORY     - Date     Condition        Report By
 PE0591  HISTORY     - 1933     MONUMENTED       CGS
 PE0591  HISTORY     - 1944     GOOD             NGS
 PE0591
 PE0591                          STATION DESCRIPTION
 PE0591
 PE0591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 PE0591'1 MI E FROM HAMPDEN.
 PE0591'STATION IS LOCATED ABOUT 1 MILE EAST OF HAMPDEN ON STATE ROUTE
 PE0591'NO. 202, AT R.R. CROSSING, 16.3 FEET WEST OF CROSSING, 20 FEET
 PE0591'S. OF ROUTE 202, SET IN THE TOP OF A BOULDER (3 X 3 FEET), 2
 PE0591'FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2161 ***********************************************************************
 PE2161  DESIGNATION -  HAMPDEN 1864
 PE2161  PID         -  PE2161
 PE2161  STATE/COUNTY-  ME/PENOBSCOT
 PE2161  USGS QUAD   -  HAMPDEN (1982)
 PE2161
 PE2161                         *CURRENT SURVEY CONTROL
 PE2161  ___________________________________________________________________
 PE2161* NAD 83(1996)-  44 43 26.25347(N)    068 50 35.03718(W)     ADJUSTED  
 PE2161* NAVD 88     -        37.     (meters)     121.     (feet)  SCALED    
 PE2161  ___________________________________________________________________
 PE2161  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 PE2161  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 PE2161
 PE2161  HORZ ORDER  -  THIRD
 PE2161
 PE2161.The horizontal coordinates were established by classical geodetic methods
 PE2161.and adjusted by the National Geodetic Survey in March 1998..
 PE2161
 PE2161.The orthometric height was scaled from a topographic map.
 PE2161
 PE2161.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2161
 PE2161.The geoid height was determined by GEOID03.
 PE2161
 PE2161;                    North         East     Units Scale Factor Converg.
 PE2161;SPC ME E     -   117,527.694   272,823.491   MT  0.99990908   -0 14 29.1
 PE2161;UTM  19      - 4,952,298.498   512,428.055   MT  0.99960190   +0 06 37.6
 PE2161
 PE2161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2161!SPC ME E     -   0.99999815  x   0.99990908  =   0.99990723
 PE2161!UTM  19      -   0.99999815  x   0.99960190  =   0.99960005
 PE2161
 PE2161:                Primary Azimuth Mark                     Grid Az
 PE2161:SPC ME E     -  HAMPDEN BAPTIST CHURCH                   012 02 00.0
 PE2161:UTM  19      -  HAMPDEN BAPTIST CHURCH                   011 40 53.3
 PE2161
 PE2161|---------------------------------------------------------------------|
 PE2161| PID    Reference Object                     Distance      Geod. Az  |
 PE2161|                                                           dddmmss.s |
 PE2161| PE2165 HAMPDEN BAPTIST CHURCH              APPROX. 1.7 KM 0114730.9 |
 PE2161| PE2157 ORRINGTON CHURCH SPIRE              APPROX. 1.6 KM 0603336.9 |
 PE2161| PE2169 BRAGDON CASTLE                      APPROX. 0.7 KM 1175519.0 |
 PE2161| PE2177 SOUTH ORRINGTON CHURCH SPIRE        APPROX. 4.0 KM 1485421.8 |
 PE2161| PE2164 SANDY HEAD FLAG IN TREE             APPROX. 2.9 KM 1735521.3 |
 PE2161| PE2160 BAKER 1864                          APPROX. 3.8 KM 1801942.8 |
 PE2161| PE2159 HAMPDEN CLOCKFACE BELFRY DOME       APPROX. 1.0 KM 3551756.5 |
 PE2161|---------------------------------------------------------------------|
 PE2161
 PE2161                          SUPERSEDED SURVEY CONTROL
 PE2161
 PE2161  NAD 83(1992)-  44 43 26.24921(N)    068 50 35.03040(W) AD(       ) 3
 PE2161  NAD 83(1986)-  44 43 26.24781(N)    068 50 35.03173(W) AD(       ) 3
 PE2161  NAD 27      -  44 43 25.99000(N)    068 50 36.91000(W) AD(       ) 3
 PE2161
 PE2161.Superseded values are not recommended for survey control.
 PE2161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2161.See file dsdata.txt to determine how the superseded data were derived.
 PE2161
 PE2161_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1242852298(NAD 83)
 PE2161
 PE2161  HISTORY     - Date     Condition        Report By
 PE2161  HISTORY     - 1864     MONUMENTED       CGS
 PE2161  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2161  HISTORY     - 1956     SEE DESCRIPTION  CGS
 PE2161
 PE2161                          STATION DESCRIPTION
 PE2161
 PE2161'DESCRIBED BY COAST AND GEODETIC SURVEY 1864 (SCM)
 PE2161'STATION IS ON A HIGH HILL IN THE TOWN OF HAMPDEN, NEAR THE
 PE2161'WINTERPORT, HAMPDEN, AND BANGOR ROAD, ON LAND BELONGING TO
 PE2161'JOHN SMITH, S OF A LARGE BARN ON ADJOINING LOT.  THE CENTER IS
 PE2161'MARKED WITH A PINT CLARET BOTTLE AND THREE INSTRUMENTS PEGS.  THE
 PE2161'BOTTLE IS BELOW THE SURFACE OF THE GROUND AND ROCKS ARE PILED
 PE2161'UPON IT.  THE FOLLOWING REFERENCES ARE GIVEN.  THE STONE WALL
 PE2161'OPPOSITE, 17.7 FEET.  TO PINE TREE W, 127.5 FEET.  AND CORNER
 PE2161'OF STONE WALL ABOUT 31 METERS.
 PE2161
 PE2161                          STATION RECOVERY (1934)
 PE2161
 PE2161'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2161'STATION IS LOST.  ONLY ONE OF THE REFERENCES REMAIN.
 PE2161
 PE2161                          STATION RECOVERY (1956)
 PE2161
 PE2161'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (VES)
 PE2161'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2165 ***********************************************************************
 PE2165  DESIGNATION -  HAMPDEN BAPTIST CHURCH
 PE2165  PID         -  PE2165
 PE2165  STATE/COUNTY-  ME/PENOBSCOT
 PE2165  USGS QUAD   -  HAMPDEN (1982)
 PE2165
 PE2165                         *CURRENT SURVEY CONTROL
 PE2165  ___________________________________________________________________
 PE2165* NAD 83(1996)-  44 44 21.69745(N)    068 50 18.79720(W)     ADJUSTED  
 PE2165* NAVD 88     -                                                        
 PE2165  ___________________________________________________________________
 PE2165  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 PE2165  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 PE2165
 PE2165  HORZ ORDER  -  THIRD
 PE2165
 PE2165.The horizontal coordinates were established by classical geodetic methods
 PE2165.and adjusted by the National Geodetic Survey in March 1998..
 PE2165
 PE2165
 PE2165.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2165
 PE2165.The geoid height was determined by GEOID03.
 PE2165
 PE2165;                    North         East     Units Scale Factor Converg.
 PE2165;SPC ME E     -   119,237.499   273,187.962   MT  0.99990884   -0 14 17.9
 PE2165;UTM  19      - 4,954,009.984   512,781.909   MT  0.99960201   +0 06 49.1
 PE2165
 PE2165                          SUPERSEDED SURVEY CONTROL
 PE2165
 PE2165  NAD 83(1992)-  44 44 21.69341(N)    068 50 18.79126(W) AD(       ) 4
 PE2165  NAD 83(1986)-  44 44 21.69199(N)    068 50 18.79253(W) AD(       ) 4
 PE2165  NAD 27      -  44 44 21.44000(N)    068 50 20.67000(W) AD(       ) 3
 PE2165
 PE2165.Superseded values are not recommended for survey control.
 PE2165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2165.See file dsdata.txt to determine how the superseded data were derived.
 PE2165
 PE2165_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1278254010(NAD 83)
 PE2165
 PE2165  HISTORY     - Date     Condition        Report By
 PE2165  HISTORY     - UNK      MONUMENTED
 PE2165  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2165  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE2165
 PE2165                          STATION DESCRIPTION
 PE2165
 PE2165'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2165'THIS STATION IS LOST.  SPIRE HAS BEEN REMOVED AND CHURCH
 PE2165'CONVERTED INTO A LODGE HALL.
 PE2165
 PE2165                          STATION RECOVERY (1944)
 PE2165
 PE2165'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE2165'STATION IS LOST.  SPIRE HAS BEEN REMOVED AND BUILDING IS NOW
 PE2165'USED AS AN APARTMENT BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2163 ***********************************************************************
 PE2163  DESIGNATION -  HAMPDEN CHURCH TOWER 1
 PE2163  PID         -  PE2163
 PE2163  STATE/COUNTY-  ME/PENOBSCOT
 PE2163  USGS QUAD   -  HAMPDEN (1982)
 PE2163
 PE2163                         *CURRENT SURVEY CONTROL
 PE2163  ___________________________________________________________________
 PE2163* NAD 83(1996)-  44 43 31.96981(N)    068 50 34.84492(W)     ADJUSTED  
 PE2163* NAVD 88     -                                                        
 PE2163  ___________________________________________________________________
 PE2163  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 PE2163  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 PE2163
 PE2163  HORZ ORDER  -  THIRD
 PE2163
 PE2163.The horizontal coordinates were established by classical geodetic methods
 PE2163.and adjusted by the National Geodetic Survey in March 1998..
 PE2163
 PE2163
 PE2163.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2163
 PE2163.The geoid height was determined by GEOID03.
 PE2163
 PE2163;                    North         East     Units Scale Factor Converg.
 PE2163;SPC ME E     -   117,704.113   272,828.465   MT  0.99990908   -0 14 29.0
 PE2163;UTM  19      - 4,952,474.890   512,431.944   MT  0.99960190   +0 06 37.7
 PE2163
 PE2163                          SUPERSEDED SURVEY CONTROL
 PE2163
 PE2163  NAD 83(1992)-  44 43 31.96074(N)    068 50 34.83554(W) AD(       ) 4
 PE2163  NAD 83(1986)-  44 43 31.95836(N)    068 50 34.83670(W) AD(       ) 4
 PE2163  NAD 27      -  44 43 31.68000(N)    068 50 36.71000(W) AD(       ) 3
 PE2163
 PE2163.Superseded values are not recommended for survey control.
 PE2163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2163.See file dsdata.txt to determine how the superseded data were derived.
 PE2163
 PE2163_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1243252475(NAD 83)
 PE2163
 PE2163  HISTORY     - Date     Condition        Report By
 PE2163  HISTORY     - UNK      MONUMENTED
 PE2163  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2163  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE2163
 PE2163                          STATION DESCRIPTION
 PE2163
 PE2163'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2163'THE STATION IS LOST.  THERE IS NOW NO CHURCH AT ITS PLOTTED
 PE2163'POSITION.
 PE2163
 PE2163                          STATION RECOVERY (1944)
 PE2163
 PE2163'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE2163'STATION COULD NOT BE FOUND.  THERE IS NO CHURCH IN ITS PLOTTED
 PE2163'POSITION.  STATION SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2166 ***********************************************************************
 PE2166  DESIGNATION -  HAMPDEN CHURCH TOWER 3
 PE2166  PID         -  PE2166
 PE2166  STATE/COUNTY-  ME/PENOBSCOT
 PE2166  USGS QUAD   -  HAMPDEN (1982)
 PE2166
 PE2166                         *CURRENT SURVEY CONTROL
 PE2166  ___________________________________________________________________
 PE2166* NAD 83(1996)-  44 44 28.93970(N)    068 50 17.39012(W)     ADJUSTED  
 PE2166* NAVD 88     -                                                        
 PE2166  ___________________________________________________________________
 PE2166  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 PE2166  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 PE2166
 PE2166  HORZ ORDER  -  THIRD
 PE2166
 PE2166.The horizontal coordinates were established by classical geodetic methods
 PE2166.and adjusted by the National Geodetic Survey in March 1998..
 PE2166
 PE2166
 PE2166.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2166
 PE2166.The geoid height was determined by GEOID03.
 PE2166
 PE2166;                    North         East     Units Scale Factor Converg.
 PE2166;SPC ME E     -   119,460.905   273,219.845   MT  0.99990882   -0 14 16.9
 PE2166;UTM  19      - 4,954,233.513   512,812.410   MT  0.99960202   +0 06 50.1
 PE2166
 PE2166                          SUPERSEDED SURVEY CONTROL
 PE2166
 PE2166  NAD 83(1992)-  44 44 28.92931(N)    068 50 17.38161(W) AD(       ) 4
 PE2166  NAD 83(1986)-  44 44 28.92665(N)    068 50 17.38279(W) AD(       ) 4
 PE2166  NAD 27      -  44 44 28.64000(N)    068 50 19.26000(W) AD(       ) 3
 PE2166
 PE2166.Superseded values are not recommended for survey control.
 PE2166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2166.See file dsdata.txt to determine how the superseded data were derived.
 PE2166
 PE2166_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1281254234(NAD 83)
 PE2166
 PE2166  HISTORY     - Date     Condition        Report By
 PE2166  HISTORY     - UNK      MONUMENTED
 PE2166  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2166  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE2166
 PE2166                          STATION DESCRIPTION
 PE2166
 PE2166'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2166'THIS STATION IS LOST.  AT THE PRESENT TIME THERE IS NO CHURCH
 PE2166'AT ITS PLOTTED POSITION.
 PE2166
 PE2166                          STATION RECOVERY (1944)
 PE2166
 PE2166'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE2166'STATION WAS NOT FOUND.  THE ONLY TOWER NEAR THE PLOTTED POSITION
 PE2166'IS THE SQUARE BELFRY OF THE OLD ACADEMY BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2159 ***********************************************************************
 PE2159  DESIGNATION -  HAMPDEN CLOCKFACE BELFRY DOME
 PE2159  PID         -  PE2159
 PE2159  STATE/COUNTY-  ME/PENOBSCOT
 PE2159  USGS QUAD   -  HAMPDEN (1982)
 PE2159
 PE2159                         *CURRENT SURVEY CONTROL
 PE2159  ___________________________________________________________________
 PE2159* NAD 83(1996)-  44 43 57.19327(N)    068 50 38.60646(W)     ADJUSTED  
 PE2159* NAVD 88     -                                                        
 PE2159  ___________________________________________________________________
 PE2159  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 PE2159  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 PE2159
 PE2159  HORZ ORDER  -  THIRD
 PE2159
 PE2159.The horizontal coordinates were established by classical geodetic methods
 PE2159.and adjusted by the National Geodetic Survey in March 1998..
 PE2159
 PE2159
 PE2159.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2159
 PE2159.The geoid height was determined by GEOID03.
 PE2159
 PE2159;                    North         East     Units Scale Factor Converg.
 PE2159;SPC ME E     -   118,482.994   272,748.986   MT  0.99990913   -0 14 31.7
 PE2159;UTM  19      - 4,953,253.029   512,347.709   MT  0.99960187   +0 06 35.1
 PE2159
 PE2159                          SUPERSEDED SURVEY CONTROL
 PE2159
 PE2159  NAD 83(1992)-  44 43 57.18905(N)    068 50 38.60017(W) AD(       ) 4
 PE2159  NAD 83(1986)-  44 43 57.18763(N)    068 50 38.60150(W) AD(       ) 4
 PE2159  NAD 27      -  44 43 56.92000(N)    068 50 40.44000(W) AD(       ) 3
 PE2159
 PE2159.Superseded values are not recommended for survey control.
 PE2159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2159.See file dsdata.txt to determine how the superseded data were derived.
 PE2159
 PE2159_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1234853253(NAD 83)
 PE2159
 PE2159  HISTORY     - Date     Condition        Report By
 PE2159  HISTORY     - UNK      MONUMENTED
 PE2159  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2159  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE2159
 PE2159                          STATION DESCRIPTION
 PE2159
 PE2159'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2159'THIS STATION IS LOST.  TWO CHURCHES AND A SCHOOLHOUSE ARE IN
 PE2159'THE VICINITY OF ITS PLOTTED POSITION BUT NONE OF THEM HAVE A
 PE2159'DOME BELFRY WITH CLOCK FACE.
 PE2159
 PE2159                          STATION RECOVERY (1944)
 PE2159
 PE2159'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE2159'STATION COULD NOT BE FOUND.  A THOROUGH SEARCH AND INQUIRY WAS
 PE2159'MADE BUT NO EVIDENCE OF BELFRY WAS FOUND.  STATION SHOULD BE
 PE2159'CONSIDERED LOST.  NONE OF THOSE INTERVIEWED SEEMED TO KNOW OR
 PE2159'HAVE HEARD OF THIS BELFRY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2168 ***********************************************************************
 PE2168  DESIGNATION -  HAMPDEN CONGREGATIONAL CHURCH
 PE2168  PID         -  PE2168
 PE2168  STATE/COUNTY-  ME/PENOBSCOT
 PE2168  USGS QUAD   -  HAMPDEN (1982)
 PE2168
 PE2168                         *CURRENT SURVEY CONTROL
 PE2168  ___________________________________________________________________
 PE2168* NAD 83(1996)-  44 44 47.78402(N)    068 50 10.41724(W)     ADJUSTED  
 PE2168* NAVD 88     -                                                        
 PE2168  ___________________________________________________________________
 PE2168  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 PE2168  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 PE2168
 PE2168  HORZ ORDER  -  THIRD
 PE2168
 PE2168.The horizontal coordinates were established by classical geodetic methods
 PE2168.and adjusted by the National Geodetic Survey in March 1998..
 PE2168
 PE2168
 PE2168.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2168
 PE2168.The geoid height was determined by GEOID03.
 PE2168
 PE2168;                    North         East     Units Scale Factor Converg.
 PE2168;SPC ME E     -   120,041.909   273,375.637   MT  0.99990871   -0 14 12.1
 PE2168;UTM  19      - 4,954,815.284   512,964.583   MT  0.99960207   +0 06 55.1
 PE2168
 PE2168                          SUPERSEDED SURVEY CONTROL
 PE2168
 PE2168  NAD 83(1992)-  44 44 47.78008(N)    068 50 10.41167(W) AD(       ) 4
 PE2168  NAD 83(1986)-  44 44 47.77867(N)    068 50 10.41296(W) AD(       ) 4
 PE2168  NAD 27      -  44 44 47.52000(N)    068 50 12.29000(W) AD(       ) 3
 PE2168
 PE2168.Superseded values are not recommended for survey control.
 PE2168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2168.See file dsdata.txt to determine how the superseded data were derived.
 PE2168
 PE2168_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1296554815(NAD 83)
 PE2168
 PE2168  HISTORY     - Date     Condition        Report By
 PE2168  HISTORY     - UNK      MONUMENTED
 PE2168  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE2168  HISTORY     - 1957     SEE DESCRIPTION  CGS
 PE2168  HISTORY     - 1985     GOOD             USPSQD
 PE2168
 PE2168                          STATION DESCRIPTION
 PE2168
 PE2168'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE2168'STATION RECOVERED.  CHURCH IS LOCATED ON THE N EDGE OF THE
 PE2168'TOWN OF HAMPDEN, ON THE E SIDE OF U.S. HIGHWAY 1, ABOUT 0.2 MILE
 PE2168'S OF THE HIGHWAY BRIDGE ACROSS SOUADABSCOOK STREAM.  CHURCH HAS
 PE2168'NO SPIRE, BUT STATION IS BELIEVED TO BE THE WEATHER VANE ON
 PE2168'TOP OF THE CENTER OF THE BLACK-SHINGLED PYRAMIDAL ROOF OF THE
 PE2168'SQUARE, WHITE BELFRY WHICH IS NOW SLIGHTLY OUT OF PLUMB.  CHURCH
 PE2168'WAS BUILT IN 1835 AND HAS NOT BEEN CHANGED SINCE.  INFORMATION
 PE2168'CONCERNING IT WAS OBTAINED FROM AN AGED RESIDENT AND FROM THE
 PE2168'CHURCH HISTORY RECORD.
 PE2168'
 PE2168'NOTE--THIS STATION WAS REPORTED LOST BY K.G.C. IN 1934.
 PE2168
 PE2168                          STATION RECOVERY (1957)
 PE2168
 PE2168'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 PE2168'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE 1944
 PE2168'DESCRIPTION BY F.L.P. IS ADEQUATE WITH THE FOLLOWING
 PE2168'CORRECTION.  THE HIGHWAY IS NOW U.S. 1A RATHER THAN U.S. 1.
 PE2168
 PE2168                          STATION RECOVERY (1985)
 PE2168
 PE2168'RECOVERY NOTE BY US POWER SQUADRON 1985 (ELG)
 PE2168'STATION FOUND GOOD.
 PE2168'
 PE2168'STATION WAS RECOVERED IN GOOD CONDITION.  THE CHURCH IS IN USE AND IS
 PE2168'WELL MAINTAINED.  THE F.L.P. DESCRIPTION OF 1944 AS MODIFIED BY
 PE2168'I.R.R. IN 1957 IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0592 ***********************************************************************
 PE0592  DESIGNATION -  HAMPDEN RESET 1958
 PE0592  PID         -  PE0592
 PE0592  STATE/COUNTY-  ME/PENOBSCOT
 PE0592  USGS QUAD   -  HAMPDEN (1982)
 PE0592
 PE0592                         *CURRENT SURVEY CONTROL
 PE0592  ___________________________________________________________________
 PE0592* NAD 83(1986)-  44 44 47.     (N)    068 51 54.     (W)     SCALED    
 PE0592* NAVD 88     -        50.13   (meters)     164.5    (feet)  RESET     
 PE0592  ___________________________________________________________________
 PE0592  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 PE0592
 PE0592  VERT ORDER  -  THIRD
 PE0592
 PE0592.The horizontal coordinates were scaled from a topographic map and have
 PE0592.an estimated accuracy of +/- 6 seconds.
 PE0592
 PE0592.The orthometric height was computed from unverified reset data.
 PE0592.No vertical observational check was made to the station.
 PE0592
 PE0592.The geoid height was determined by GEOID03.
 PE0592
 PE0592;                    North         East    Units  Estimated Accuracy
 PE0592;SPC ME E     -   120,030.      271,100.      MT  (+/- 180 meters Scaled)
 PE0592
 PE0592                          SUPERSEDED SURVEY CONTROL
 PE0592
 PE0592  NGVD 29 (??/??/??)   50.34   (m)          165.2    (f) RESET       3  
 PE0592
 PE0592.Superseded values are not recommended for survey control.
 PE0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0592.See file dsdata.txt to determine how the superseded data were derived.
 PE0592
 PE0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK106547(NAD 83)
 PE0592_MARKER: DB = BENCH MARK DISK
 PE0592_SETTING: 66 = SET IN ROCK OUTCROP
 PE0592_SP_SET: ROCK OUTCROP
 PE0592_STAMPING: HAMPDEN 1933 RESET 1958
 PE0592_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0592+STABILITY: POSITION/ELEVATION WELL
 PE0592
 PE0592  HISTORY     - Date     Condition        Report By
 PE0592  HISTORY     - 1958     MONUMENTED       CGS
 PE0592  HISTORY     - 1980     GOOD             USGS
 PE0592
 PE0592                          STATION DESCRIPTION
 PE0592
 PE0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0592'AT HAMPDEN.
 PE0592'AT HAMPDEN, AT THE JUNCTION OF STATE HIGHWAY 202 AND THE BANGOR
 PE0592'AND AROOSTOOK RAILROAD, ABOUT 183 YARDS NORTH OF THE STATION, SET
 PE0592'IN THE CENTER OF THE TOP OF A 3-FOOT BY 3-FOOT EXPOSED PORTION
 PE0592'OF A ROCK, 159 FEET WEST OF THE WEST RAIL, 72 FEET NORTH OF THE
 PE0592'CENTER LINE OF THE HIGHWAY, 158 FEET NORTHWEST OF THE JUNCTION,
 PE0592'55 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, ABOUT
 PE0592'8 FEET ABOVE THE LEVEL OF THE TRACK.
 PE0592
 PE0592                          STATION RECOVERY (1980)
 PE0592
 PE0592'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 PE0592'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1735 ***********************************************************************
 PE1735  DESIGNATION -  HAN MSHC 1970
 PE1735  PID         -  PE1735
 PE1735  STATE/COUNTY-  ME/HANCOCK
 PE1735  USGS QUAD   -  HANCOCK (1981)
 PE1735
 PE1735                         *CURRENT SURVEY CONTROL
 PE1735  ___________________________________________________________________
 PE1735* NAD 83(1996)-  44 32 18.25768(N)    068 18 17.06659(W)     ADJUSTED  
 PE1735* NAVD 88     -        50.     (meters)     164.     (feet)  SCALED    
 PE1735  ___________________________________________________________________
 PE1735  LAPLACE CORR-           4.41  (seconds)                    DEFLEC99
 PE1735  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 PE1735
 PE1735  HORZ ORDER  -  THIRD
 PE1735
 PE1735.The horizontal coordinates were established by classical geodetic methods
 PE1735.and adjusted by the National Geodetic Survey in March 1998..
 PE1735
 PE1735.The orthometric height was scaled from a topographic map.
 PE1735
 PE1735.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1735
 PE1735.The geoid height was determined by GEOID03.
 PE1735
 PE1735;                    North         East     Units Scale Factor Converg.
 PE1735;SPC ME E     -    96,871.396   315,517.136   MT  0.99990296   +0 08 13.0
 PE1735;UTM  19      - 4,931,910.178   555,235.278   MT  0.99963752   +0 29 15.6
 PE1735
 PE1735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1735!SPC ME E     -   0.99999600  x   0.99990296  =   0.99989897
 PE1735!UTM  19      -   0.99999600  x   0.99963752  =   0.99963353
 PE1735
 PE1735:                Primary Azimuth Mark                     Grid Az
 PE1735:SPC ME E     -  MCFARLAND MSHC 1970                      261 00 30.1
 PE1735:UTM  19      -  MCFARLAND MSHC 1970                      260 39 27.5
 PE1735
 PE1735|---------------------------------------------------------------------|
 PE1735| PID    Reference Object                     Distance      Geod. Az  |
 PE1735|                                                           dddmmss.s |
 PE1735| PE1734 MCFARLAND MSHC 1970                 APPROX. 4.3 KM 2610843.1 |
 PE1735| PE1736 FRANKLIN ROAD TANNERY TANK          APPROX. 1.4 KM 2835911.5 |
 PE1735|---------------------------------------------------------------------|
 PE1735
 PE1735                          SUPERSEDED SURVEY CONTROL
 PE1735
 PE1735  NAD 83(1992)-  44 32 18.25075(N)    068 18 17.06685(W) AD(       ) 3
 PE1735  NAD 83(1986)-  44 32 18.24917(N)    068 18 17.06983(W) AD(       ) 3
 PE1735  NAD 27      -  44 32 17.97261(N)    068 18 19.00615(W) AD(       ) 3
 PE1735
 PE1735.Superseded values are not recommended for survey control.
 PE1735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1735.See file dsdata.txt to determine how the superseded data were derived.
 PE1735
 PE1735_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK5523531910(NAD 83)
 PE1735_MARKER: DD = SURVEY DISK
 PE1735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1735_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PE1735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1735+STABILITY: SURFACE MOTION
 PE1735
 PE1735  HISTORY     - Date     Condition        Report By
 PE1735  HISTORY     - 1970     MONUMENTED       MEHD
 PE1735
 PE1735                          STATION DESCRIPTION
 PE1735
 PE1735'DESCRIBED BY MAINE HIGHWAY DEPARTMENT (NOW MEDT) 1970 (LFS)
 PE1735'THIS STATION IS A GEODIMETER TRAVERSE STATION ESTABLISHED BY
 PE1735'THE MAINE STATE HIGHWAY SURVEY DEPT.
 PE1735'
 PE1735'STATION IS LOCATED ALONG THE NORTH SIDE OF U.S. HIGHWAY 1,
 PE1735'UP ON A CUTBANK OVERLOOKING THE HIGHWAY, IN THE SOUTHWEST
 PE1735'CORNER OF A LARGE YARD, ABOUT 40 YARDS SOUTHWEST OF A RED HOUSE.
 PE1735'
 PE1735'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 AND
 PE1735'STATE HIGHWAY 3 AT THE SOUTHEAST EDGE OF ELLSWORTH, GO EAST
 PE1735'ON U.S. HIGHWAY 1 FOR 4.6 MILES TO JUNCTION WITH STATE
 PE1735'HIGHWAY 182.  CONTINUE ON U.S. HIGHWAY 1 FOR 0.8 MILE TO
 PE1735'STATION ON LEFT, JUST AFTER HIGHWAY STARTS UP A LONG GRADE.
 PE1735'
 PE1735'STATION MARK IS A MAINE STATE HIGHWAY COMMISSION BRONZE DISK,
 PE1735'STAMPED HAN, SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING
 PE1735'2 INCHES FROM GROUND, 20 FEET SOUTH OF DRIVEWAY LEADING UP TO
 PE1735'THE RED HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1708 ***********************************************************************
 PE1708  DESIGNATION -  HANCOCK
 PE1708  PID         -  PE1708
 PE1708  STATE/COUNTY-  ME/HANCOCK
 PE1708  USGS QUAD   -  SULLIVAN (1982)
 PE1708
 PE1708                         *CURRENT SURVEY CONTROL
 PE1708  ___________________________________________________________________
 PE1708* NAD 83(1996)-  44 31 02.24207(N)    068 13 46.11986(W)     ADJUSTED  
 PE1708* NAVD 88     -        30.     (meters)      98.     (feet)  SCALED    
 PE1708  ___________________________________________________________________
 PE1708  LAPLACE CORR-           4.15  (seconds)                    DEFLEC99
 PE1708  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 PE1708
 PE1708  HORZ ORDER  -  THIRD
 PE1708
 PE1708.The horizontal coordinates were established by classical geodetic methods
 PE1708.and adjusted by the National Geodetic Survey in March 1998..
 PE1708
 PE1708.The orthometric height was scaled from a topographic map.
 PE1708
 PE1708.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1708
 PE1708.The geoid height was determined by GEOID03.
 PE1708
 PE1708;                    North         East     Units Scale Factor Converg.
 PE1708;SPC ME E     -    94,542.279   321,506.009   MT  0.99990569   +0 11 22.8
 PE1708;UTM  19      - 4,929,618.358   561,236.715   MT  0.99964611   +0 32 24.9
 PE1708
 PE1708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1708!SPC ME E     -   0.99999912  x   0.99990569  =   0.99990481
 PE1708!UTM  19      -   0.99999912  x   0.99964611  =   0.99964523
 PE1708
 PE1708:                Primary Azimuth Mark                     Grid Az
 PE1708:SPC ME E     -  NARROWS                                  053 18 13.0
 PE1708:UTM  19      -  NARROWS                                  052 57 10.9
 PE1708
 PE1708|---------------------------------------------------------------------|
 PE1708| PID    Reference Object                     Distance      Geod. Az  |
 PE1708|                                                           dddmmss.s |
 PE1708| PE1711 NARROWS                             APPROX. 0.9 KM 0532935.8 |
 PE1708| PE1719 SULLIVAN W MINING CO BARN FLAG      APPROX. 1.6 KM 3401210.5 |
 PE1708|---------------------------------------------------------------------|
 PE1708
 PE1708                          SUPERSEDED SURVEY CONTROL
 PE1708
 PE1708  NAD 83(1992)-  44 31 02.23641(N)    068 13 46.12234(W) AD(       ) 3
 PE1708  NAD 83(1986)-  44 31 02.23478(N)    068 13 46.12589(W) AD(       ) 3
 PE1708  NAD 27      -  44 31 01.96000(N)    068 13 48.06000(W) AD(       ) 3
 PE1708
 PE1708.Superseded values are not recommended for survey control.
 PE1708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1708.See file dsdata.txt to determine how the superseded data were derived.
 PE1708
 PE1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK6123729618(NAD 83)
 PE1708
 PE1708  HISTORY     - Date     Condition        Report By
 PE1708  HISTORY     - UNK      MONUMENTED
 PE1708  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE1708
 PE1708                          STATION DESCRIPTION
 PE1708
 PE1708'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1708'STATION WAS NOT FOUND.  KNOLL WAS THOROUGHLY SEARCHED FOR BUT
 PE1708'NO EVIDENCE OF STATION WAS FOUND.  HILL IS COVERED WITH 18-FOOT
 PE1708'EVERGREENS AND BLUEBERRY BUSHES.  A LOT OF SMALL BOULDERS
 PE1708'WERE FOUND.  ONE BOULDER WAS FOUND CONTAINING FOUR DRILL HOLES,
 PE1708'BUT IT IS BELIEVED THAT NONE OF THESE COULD BE THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1805 ***********************************************************************
 PE1805  DESIGNATION -  HANCOCK PT STEEL TWR WINDMILL
 PE1805  PID         -  PE1805
 PE1805  STATE/COUNTY-  ME/HANCOCK
 PE1805  USGS QUAD   -  BAR HARBOR (1982)
 PE1805
 PE1805                         *CURRENT SURVEY CONTROL
 PE1805  ___________________________________________________________________
 PE1805* NAD 83(1996)-  44 28 06.72821(N)    068 14 05.86630(W)     ADJUSTED  
 PE1805* NAVD 88     -                                                        
 PE1805  ___________________________________________________________________
 PE1805  LAPLACE CORR-           4.24  (seconds)                    DEFLEC99
 PE1805  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 PE1805
 PE1805  HORZ ORDER  -  THIRD
 PE1805
 PE1805.The horizontal coordinates were established by classical geodetic methods
 PE1805.and adjusted by the National Geodetic Survey in March 1998..
 PE1805
 PE1805
 PE1805.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1805
 PE1805.The geoid height was determined by GEOID03.
 PE1805
 PE1805;                    North         East     Units Scale Factor Converg.
 PE1805;SPC ME E     -    89,123.772   321,087.513   MT  0.99990547   +0 11 08.4
 PE1805;UTM  19      - 4,924,198.801   560,851.468   MT  0.99964554   +0 32 09.4
 PE1805
 PE1805                          SUPERSEDED SURVEY CONTROL
 PE1805
 PE1805  NAD 83(1992)-  44 28 06.72282(N)    068 14 05.86784(W) AD(       ) 4
 PE1805  NAD 83(1986)-  44 28 06.72141(N)    068 14 05.87177(W) AD(       ) 4
 PE1805  NAD 27      -  44 28 06.44000(N)    068 14 07.82000(W) AD(       ) 3
 PE1805
 PE1805.Superseded values are not recommended for survey control.
 PE1805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1805.See file dsdata.txt to determine how the superseded data were derived.
 PE1805
 PE1805_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK6085124199(NAD 83)
 PE1805
 PE1805  HISTORY     - Date     Condition        Report By
 PE1805  HISTORY     - 1934     MONUMENTED       CGS
 PE1805  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE1805  HISTORY     - 1952     SEE DESCRIPTION  CGS
 PE1805
 PE1805                          STATION DESCRIPTION
 PE1805
 PE1805'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1805'THE TALL STEEL TOWER IS THE REMAINING PART OF A WINDMILL ON THE
 PE1805'W SIDE OF CRABTREE NECK AND E SHORE OF THE MOUTH OF SKILLINGS
 PE1805'RIVER.
 PE1805
 PE1805                          STATION RECOVERY (1944)
 PE1805
 PE1805'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1805'STATION RECOVERED IN GOOD CONDITION.  THE FOLLOWING SHOULD BE
 PE1805'ADDED TO THE DESCRIPTION--STATION IS ABOUT 600 METERS NNW OF THE
 PE1805'W TIP OF CRABTREE POINT, ABOUT 17 METERS BACK OF THE MEAN
 PE1805'HIGH-WATER LINE, AND IS BUILT OVER A SMALL SHINGLED, UNPAINTED
 PE1805'BUILDING.  IT IS APPROXIMATELY MIDWAY BETWEEN TWO HOUSES ALONG
 PE1805'THE BEACH.
 PE1805
 PE1805                          STATION RECOVERY (1952)
 PE1805
 PE1805'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (SH)
 PE1805'LETTER OF SUMNER HAZLEWOOD, HAZLEMERE COTTAGE, HANCOCK POINT,
 PE1805'MAINE, DATED DECEMBER 17, 1952--
 PE1805'
 PE1805'THE TOWER FELL OVER AND HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1729 ***********************************************************************
 PE1729  DESIGNATION -  HANCOCK UNION CHURCH SPIRE
 PE1729  PID         -  PE1729
 PE1729  STATE/COUNTY-  ME/HANCOCK
 PE1729  USGS QUAD   -  HANCOCK (1981)
 PE1729
 PE1729                         *CURRENT SURVEY CONTROL
 PE1729  ___________________________________________________________________
 PE1729* NAD 83(1996)-  44 31 51.03867(N)    068 15 35.44515(W)     ADJUSTED  
 PE1729* NAVD 88     -                                                        
 PE1729  ___________________________________________________________________
 PE1729  LAPLACE CORR-           4.17  (seconds)                    DEFLEC99
 PE1729  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 PE1729
 PE1729  HORZ ORDER  -  THIRD
 PE1729
 PE1729.The horizontal coordinates were established by classical geodetic methods
 PE1729.and adjusted by the National Geodetic Survey in March 1998..
 PE1729
 PE1729
 PE1729.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1729
 PE1729.The geoid height was determined by GEOID03.
 PE1729
 PE1729;                    North         East     Units Scale Factor Converg.
 PE1729;SPC ME E     -    96,040.808   319,087.372   MT  0.99990448   +0 10 06.3
 PE1729;UTM  19      - 4,931,101.670   558,809.587   MT  0.99964253   +0 31 08.7
 PE1729
 PE1729                          SUPERSEDED SURVEY CONTROL
 PE1729
 PE1729  NAD 83(1992)-  44 31 51.03259(N)    068 15 35.44738(W) AD(       ) 4
 PE1729  NAD 83(1986)-  44 31 51.03101(N)    068 15 35.45080(W) AD(       ) 4
 PE1729  NAD 27      -  44 31 50.75000(N)    068 15 37.40000(W) AD(       ) 3
 PE1729
 PE1729.Superseded values are not recommended for survey control.
 PE1729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1729.See file dsdata.txt to determine how the superseded data were derived.
 PE1729
 PE1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK5881031102(NAD 83)
 PE1729
 PE1729  HISTORY     - Date     Condition        Report By
 PE1729  HISTORY     - UNK      MONUMENTED
 PE1729  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE1729  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE1729
 PE1729                          STATION DESCRIPTION
 PE1729
 PE1729'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1729'THIS STATION IS LOST.  ACCORDING TO A MR. SPRINGER WHO HAS
 PE1729'LIVED IN THE VICINITY FOR 70 YEARS THE SPIRE WAS BLOWN OFF
 PE1729'ABOUT 20 YEARS AGO AND WAS REPLACED IN A SLIGHTLY DIFFERENT
 PE1729'POSITION.  HE SAID THAT THE SPIRE IS WITHIN 2 OR 3 FEET OF ITS
 PE1729'ORIGINAL POSITION.
 PE1729
 PE1729                          STATION RECOVERY (1944)
 PE1729
 PE1729'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1729'STATION MUST BE CONSIDERED LOST FOR TRIANGULATION PURPOSES AS
 PE1729'IT BLEW OFF IN THE EARLY 1900S AND WAS REPLACED BY A SMALLER SPIRE
 PE1729'ON THE SAME FOUNDATION.  CHURCH IS THE SAME CHURCH AS IN 1879
 PE1729'AND THE SPIRE IS IN THE SAME PLACE.
 PE1729'
 PE1729'CHURCH IS LOCATED ON THE N SIDE OF U.S. HIGHWAY 1, 18 METERS
 PE1729'FROM CENTER LINE OF ROAD, ABOUT 0.3 MILE W OF STONE MONUMENT
 PE1729'AT ROAD AND RAILROAD INTERSECTION IN THE TOWN OF HANCOCK.  CHURCH
 PE1729'IS PAINTED WHITE, WITH GREEN SHUTTERS AND RED COMPOSITION
 PE1729'ROOF.  SPIRE IS ON RIDGE OF ROOF, 2 METERS FROM S GABLE, AND
 PE1729'HAS WEATHERVANE ON TOP.  BELFRY IS A TWO-STORY AFFAIR WITH THE
 PE1729'LOWER SECTION SQUARE AND THE UPPER SECTION OCTAGONAL WITH FOUR
 PE1729'GREEN SHUTTERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1957 ***********************************************************************
 PE1957  DESIGNATION -  HAND 1944
 PE1957  PID         -  PE1957
 PE1957  STATE/COUNTY-  ME/HANCOCK
 PE1957  USGS QUAD   -  BLUE HILL (1981)
 PE1957
 PE1957                         *CURRENT SURVEY CONTROL
 PE1957  ___________________________________________________________________
 PE1957* NAD 83(1996)-  44 23 01.72387(N)    068 30 16.69190(W)     ADJUSTED  
 PE1957* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 PE1957  ___________________________________________________________________
 PE1957  LAPLACE CORR-           5.91  (seconds)                    DEFLEC99
 PE1957  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 PE1957
 PE1957  HORZ ORDER  -  THIRD
 PE1957
 PE1957.The horizontal coordinates were established by classical geodetic methods
 PE1957.and adjusted by the National Geodetic Survey in March 1998..
 PE1957
 PE1957.The orthometric height was scaled from a topographic map.
 PE1957
 PE1957.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1957
 PE1957.The geoid height was determined by GEOID03.
 PE1957
 PE1957;                    North         East     Units Scale Factor Converg.
 PE1957;SPC ME E     -    79,676.042   299,630.556   MT  0.99990000   -0 00 11.7
 PE1957;UTM  19      - 4,914,622.763   539,458.410   MT  0.99961915   +0 20 47.4
 PE1957
 PE1957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1957!SPC ME E     -   1.00000373  x   0.99990000  =   0.99990373
 PE1957!UTM  19      -   1.00000373  x   0.99961915  =   0.99962288
 PE1957
 PE1957:                Primary Azimuth Mark                     Grid Az
 PE1957:SPC ME E     -  BURY 1944                                105 38 21.6
 PE1957:UTM  19      -  BURY 1944                                105 17 22.5
 PE1957
 PE1957|---------------------------------------------------------------------|
 PE1957| PID    Reference Object                     Distance      Geod. Az  |
 PE1957|                                                           dddmmss.s |
 PE1957| PE1947 BURY 1944                           APPROX. 3.0 KM 1053809.9 |
 PE1957|---------------------------------------------------------------------|
 PE1957
 PE1957                          SUPERSEDED SURVEY CONTROL
 PE1957
 PE1957  NAD 83(1992)-  44 23 01.72244(N)    068 30 16.67420(W) AD(       ) 3
 PE1957  NAD 83(1986)-  44 23 01.72239(N)    068 30 16.67751(W) AD(       ) 3
 PE1957  NAD 27      -  44 23 01.44600(N)    068 30 18.58700(W) AD(       ) 3
 PE1957
 PE1957.Superseded values are not recommended for survey control.
 PE1957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1957.See file dsdata.txt to determine how the superseded data were derived.
 PE1957
 PE1957_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK3945814623(NAD 83)
 PE1957
 PE1957  HISTORY     - Date     Condition        Report By
 PE1957  HISTORY     - 1944     MONUMENTED       CGS
 PE1957  HISTORY     - 1956     SEE DESCRIPTION  CGS
 PE1957  HISTORY     - 1975     SEE DESCRIPTION  NGS
 PE1957
 PE1957                          STATION DESCRIPTION
 PE1957
 PE1957'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1957'STATION IS LOCATED ON THE NORTHERN END OF LONG ISLAND IN UPPER
 PE1957'BLUE HILL BAY, ABOUT 350 METERS SOUTHEAST OF THE NORTHERN TIP OF
 PE1957'THE ISLAND, ABOUT 250 METERS NORTHWEST OF A DISTINCTIVE LOW SANDY
 PE1957'POINT ON THE NORTHEAST SIDE OF THE ISLAND, ON THE FIRST SMALL
 PE1957'POINT TO NORTHWEST OF THE ABOVE SANDY POINT, 3 METERS BACK OF THE
 PE1957'MEAN HIGH WATER LINE AND 2 METERS OUTSIDE OF THE BRUSH LINE.
 PE1957'MARK IS A STANDARD DISC STAMPED HAND 1944 SET IN LEDGE ROCK.
 PE1957'
 PE1957'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK 2 FEET.
 PE1957
 PE1957                          STATION RECOVERY (1956)
 PE1957
 PE1957'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 PE1957'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 PE1957'DESCRIPTION IS ADEQUATE AND COMPLETE.  IT IS MARKED BY A TOPOGRAPHIC
 PE1957'DISK, STAMPED HAND 1944.
 PE1957
 PE1957                          STATION RECOVERY (1975)
 PE1957
 PE1957'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JWB)
 PE1957'STATION BELIEVE DESTROYED, LEDGE WEATHERED AWAY AT THIS POSITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0792 ***********************************************************************
 PD0792  DESIGNATION -  HANNABURY
 PD0792  PID         -  PD0792
 PD0792  STATE/COUNTY-  ME/WASHINGTON
 PD0792  USGS QUAD   -  LUBEC (1977)
 PD0792
 PD0792                         *CURRENT SURVEY CONTROL
 PD0792  ___________________________________________________________________
 PD0792* NAD 83(1996)-  44 56 18.43031(N)    066 55 09.22879(W)     ADJUSTED  
 PD0792* NAVD 88     -                                                        
 PD0792  ___________________________________________________________________
 PD0792  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 PD0792  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 PD0792
 PD0792  HORZ ORDER  -  THIRD
 PD0792
 PD0792.The horizontal coordinates were established by classical geodetic methods
 PD0792.and adjusted by the National Geodetic Survey in March 1998..
 PD0792
 PD0792
 PD0792.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0792
 PD0792.The geoid height was determined by GEOID03.
 PD0792
 PD0792;                    North         East     Units Scale Factor Converg.
 PD0792;SPC ME E     -   142,520.204   424,759.641   MT  1.00009134   +1 07 00.2
 PD0792;UTM  19      - 4,978,219.459   664,172.096   MT  0.99993143   +1 28 12.3
 PD0792
 PD0792                          SUPERSEDED SURVEY CONTROL
 PD0792
 PD0792  NAD 83(1992)-  44 56 18.41893(N)    066 55 09.22945(W) AD(       ) 3
 PD0792  NAD 83(1986)-  44 56 18.41702(N)    066 55 09.22880(W) AD(       ) 3
 PD0792  NAD 27      -  44 56 18.13100(N)    066 55 11.30600(W) AD(       ) 3
 PD0792
 PD0792.Superseded values are not recommended for survey control.
 PD0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0792.See file dsdata.txt to determine how the superseded data were derived.
 PD0792
 PD0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK6417278219(NAD 83)
 PD0792_MARKER: B = BOLT
 PD0792_SETTING: 66 = SET IN ROCK OUTCROP
 PD0792_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 PD0792_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0792+STABILITY: POSITION/ELEVATION WELL
 PD0792
 PD0792  HISTORY     - Date     Condition        Report By
 PD0792  HISTORY     - 1860     MONUMENTED       NGS
 PD0792
 PD0792                          STATION DESCRIPTION
 PD0792
 PD0792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1860 (COB)
 PD0792'ON A HILL IN THE CENTER OF THE NORTHERN PART OF CAMPOBELLO
 PD0792'ISLAND, CALLED HANNABURY OR HEAD HARBOR HILL.  THE STATION IS
 PD0792'ON AN OUTCROPPING LEDGE BETWEEN THE TWO HIGH LEDGES ON THE S SIDE
 PD0792'OF THE SUMMIT AND IS MARKED BY A COPPER BOLT SET IN A HOLE IN THE
 PD0792'ROCK.  A PILE OF ROCKS IS PLACED NEAR IT.  IT IS MOST READILY
 PD0792'REACHED BY THE ROAD FROM WILSONS LANDING TO THE E SIDE OF THE HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2386 ***********************************************************************
 OC2386  DESIGNATION -  HANSCOMB
 OC2386  PID         -  OC2386
 OC2386  STATE/COUNTY-  ME/YORK
 OC2386  USGS QUAD   -  DOVER EAST (1988)
 OC2386
 OC2386                         *CURRENT SURVEY CONTROL
 OC2386  ___________________________________________________________________
 OC2386* NAD 83(1996)-  43 07 57.65257(N)    070 46 13.82663(W)     ADJUSTED  
 OC2386* NAVD 88     -        20.4    (meters)      67.     (feet)  VERTCON   
 OC2386  ___________________________________________________________________
 OC2386  LAPLACE CORR-           3.70  (seconds)                    DEFLEC99
 OC2386  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 OC2386
 OC2386  HORZ ORDER  -  SECOND
 OC2386
 OC2386.The horizontal coordinates were established by classical geodetic methods
 OC2386.and adjusted by the National Geodetic Survey in March 1998..
 OC2386
 OC2386.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2386.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2386
 OC2386.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2386
 OC2386.The geoid height was determined by GEOID03.
 OC2386
 OC2386;                    North         East     Units Scale Factor Converg.
 OC2386;SPC ME W     -    33,431.179   850,869.896   MT  0.99999635   -0 24 46.3
 OC2386;UTM  19      - 4,777,070.399   355,998.230   MT  0.99985510   -1 12 38.5
 OC2386
 OC2386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2386!SPC ME W     -   1.00000098  x   0.99999635  =   0.99999733
 OC2386!UTM  19      -   1.00000098  x   0.99985510  =   0.99985608
 OC2386
 OC2386|---------------------------------------------------------------------|
 OC2386| PID    Reference Object                     Distance      Geod. Az  |
 OC2386|                                                           dddmmss.s |
 OC2386| OC2385 HANSCOMB A PT                         8.531 METERS 16617     |
 OC2386| OC2483 NEWINGTON POWER STA STACK           APPROX. 4.0 KM 2042806.7 |
 OC2386| OC2362 HANSCOMB AZ MK                      380.701 METERS 22808     |
 OC2386| CE8209 HANSCOMB RM 1                        11.963 METERS 22857     |
 OC2386| CE8210 HANSCOMB RM 2                        10.997 METERS 30939     |
 OC2386|---------------------------------------------------------------------|
 OC2386
 OC2386                          SUPERSEDED SURVEY CONTROL
 OC2386
 OC2386  NAD 83(1992)-  43 07 57.65185(N)    070 46 13.82669(W) AD(       ) 2
 OC2386  NAD 83(1986)-  43 07 57.65597(N)    070 46 13.83261(W) AD(       ) 2
 OC2386  NAD 27      -  43 07 57.33881(N)    070 46 15.63680(W) AD(       ) 2
 OC2386  NGVD 29 (07/19/86)   20.6    (m)           68.     (f) VERT ANG       
 OC2386
 OC2386.Superseded values are not recommended for survey control.
 OC2386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2386.See file dsdata.txt to determine how the superseded data were derived.
 OC2386
 OC2386_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH5599877070(NAD 83)
 OC2386_MARKER: DS = TRIANGULATION STATION DISK
 OC2386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC2386
 OC2386  HISTORY     - Date     Condition        Report By
 OC2386  HISTORY     - 1976     MONUMENTED       NGS
 OC2386
 OC2386                          STATION DESCRIPTION
 OC2386
 OC2386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2386'THE STATION IS LOCATED IN THE TOWN OF ELIOT ABOUT 7 MILES
 OC2386'SOUTHWEST OF MOUNT AGAMENTICUS, 1.5 MILES EAST OF THE MAINE-NEW
 OC2386'HAMPSHIRE BORDER, 7 MILES SOUTHEAST OF DOVER NEW HAMPSHIRE AND
 OC2386'3.5 MILES NORTHWEST OF KITTERY.
 OC2386'
 OC2386'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 236
 OC2386'AND 101 IN THE SOUTHERN PART OF SOUTH BERWICK, PROCEED SOUTHEASTERLY
 OC2386'ON ROUTE 236 FOR 1.75 MILES TO THE INTERSECTION OF ROUTE 236 AND
 OC2386'DEPOT ROAD, CONTINUE SOUTHEASTERLY ON ROUTE 236 FOR 2.05 MILES
 OC2386'TO THE INTERSECTION OF ROUTE 236 AND BEECH ROAD, TURN LEFT AND
 OC2386'GO NORTHEASTERLY ON BEECH ROAD FOR 0.1 MILE TO THE STATION
 OC2386'MARK ON THE RIGHT.
 OC2386'
 OC2386'THE STATION MARK IS A STANDARD DISK STAMPED-HANSCOMB 1976-SET
 OC2386'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST WHICH IS FLUSH
 OC2386'THE GROUND SURFACE.  IT IS 16.0 FEET SOUTHEAST OF THE CENTERLINE
 OC2386'OF BEECH ROAD, 42.4 FEET SOUTHWEST OF TELEPHONE POLE NUMBER 51,
 OC2386'AND 10.7 FEET NORTHWEST OF A 7-INCH ELM TREE.  THE SUBSURFACE STATION
 OC2386'MARK IS A STANDARD DISK STAMPED--HANSCOM 1975-SET IN AN IRREGULAR
 OC2386'MASS OF CONCRETE ABOUT 48 INCHES BELOW THE SURFACE OF THE GROUND.
 OC2386'
 OC2386'REFERENCE MARK 1 IS A STANDARD DISK STAMPED--HANSCOMB NO 1 1975
 OC2386'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST THAT PROJECTS
 OC2386'ABOUT 1 INCHE.  IT IS 14.5 FEET SOUTHEAST OF THE CENTERLINE OF
 OC2386'BEECH ROAD, 1.2 FEET NORTHWEST OF A METAL WITNESS POST AND 81.8
 OC2386'FEET SOUTHWEST OF TELEPHONE POLE NUMBER 51.
 OC2386'
 OC2386'REFERENCE MARK 2 IS A STANDARD DISK STAMPED-HANSCOMB NO 2 1975-SET
 OC2386'IN THE TOP OF A 12-INCH CYLINDRIAL CONCRETE POST THAT IS SET
 OC2386'FLUSH WITH THE GROUND.  IT IS 18.6 FEET NORTHWEST OF THE CENTERLINE
 OC2386'OF BEECH ROAD, 1.5 FEET SOUTHEAST OF A METAL WITNESS POST , AND 5.6
 OC2386'FEET WEST OF TELEPHONE POLE NUMBER 51.
 OC2386'
 OC2386'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK-STAMPED HANSCOMB
 OC2386'1975 AZ--SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST
 OC2386'WHICH IS FLUSH WITH THE GROUND.  IT IS 16.4 FEET NORTHWEST OF THE
 OC2386'CENTERLINE OF BEECH ROAD, 1.5 FEET SOUTHEAST OF A METAL WITNESS POST,
 OC2386'45.0 FEET NORTH OF TELEPHONE POLE NUMBER 43 AND 8.0 FEET SOUTHEAST
 OC2386'OF A ROCK WALL.
 OC2386'
 OC2386'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF ROUTE NUMBER 236
 OC2386'AND BEECH ROAD, TURN RIGHT AND GO SOUTHWESTERLY ON BEECH ROAD FOR
 OC2386'0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0355 ***********************************************************************
 OB0355  DESIGNATION -  HARBOR
 OB0355  PID         -  OB0355
 OB0355  STATE/COUNTY-  ME/KNOX
 OB0355  USGS QUAD   -  FRIENDSHIP (1973)
 OB0355
 OB0355                         *CURRENT SURVEY CONTROL
 OB0355  ___________________________________________________________________
 OB0355* NAD 83(1996)-  43 52 37.31973(N)    069 18 24.07070(W)     ADJUSTED  
 OB0355* NAVD 88     -                                                        
 OB0355  ___________________________________________________________________
 OB0355  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 OB0355  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 OB0355
 OB0355  HORZ ORDER  -  THIRD
 OB0355
 OB0355.The horizontal coordinates were established by classical geodetic methods
 OB0355.and adjusted by the National Geodetic Survey in March 1998..
 OB0355
 OB0355
 OB0355.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0355
 OB0355.The geoid height was determined by GEOID03.
 OB0355
 OB0355;                    North         East     Units Scale Factor Converg.
 OB0355;SPC ME E     -    23,687.356   235,171.678   MT  0.99995167   -0 33 32.9
 OB0355;SPC ME W     -   116,310.373   969,115.851   MT  1.00002540   +0 35 45.9
 OB0355;UTM  19      - 4,858,261.049   475,360.967   MT  0.99960747   -0 12 45.2
 OB0355
 OB0355                          SUPERSEDED SURVEY CONTROL
 OB0355
 OB0355  NAD 83(1992)-  43 52 37.31968(N)    069 18 24.05411(W) AD(       ) 4
 OB0355  NAD 83(1986)-  43 52 37.32454(N)    069 18 24.06105(W) AD(       ) 4
 OB0355  NAD 27      -  43 52 37.00000(N)    069 18 25.80000(W) AD(       ) 3
 OB0355
 OB0355.Superseded values are not recommended for survey control.
 OB0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0355.See file dsdata.txt to determine how the superseded data were derived.
 OB0355
 OB0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ7536158261(NAD 83)
 OB0355
 OB0355  HISTORY     - Date     Condition        Report By
 OB0355  HISTORY     - UNK      MONUMENTED
 OB0355  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OB0355
 OB0355                          STATION DESCRIPTION
 OB0355
 OB0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FLP)
 OB0355'A SEARCH WAS MADE ON PROMINENT MOSS-COVERED LEDGES IN THIS
 OB0355'VICINITY, BUT NO MARK WAS FOUND.  PLANE-TABLE AND AIR COMPILATION
 OB0355'METHODS MIGHT REVEAL THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1860 ***********************************************************************
 PE1860  DESIGNATION -  HARBOR ISLAND 1875
 PE1860  PID         -  PE1860
 PE1860  STATE/COUNTY-  ME/HANCOCK
 PE1860  USGS QUAD   -  SWANS ISLAND (1983)
 PE1860
 PE1860                         *CURRENT SURVEY CONTROL
 PE1860  ___________________________________________________________________
 PE1860* NAD 83(1996)-  44 07 47.16146(N)    068 26 26.59460(W)     ADJUSTED  
 PE1860* NAVD 88     -        21.     (meters)      69.     (feet)  SCALED    
 PE1860  ___________________________________________________________________
 PE1860  LAPLACE CORR-           4.52  (seconds)                    DEFLEC99
 PE1860  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 PE1860
 PE1860  HORZ ORDER  -  THIRD
 PE1860
 PE1860.The horizontal coordinates were established by classical geodetic methods
 PE1860.and adjusted by the National Geodetic Survey in March 1998..
 PE1860
 PE1860.The orthometric height was scaled from a topographic map.
 PE1860
 PE1860.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1860
 PE1860.The geoid height was determined by GEOID03.
 PE1860
 PE1860;                    North         East     Units Scale Factor Converg.
 PE1860;SPC ME E     -    51,451.767   304,743.716   MT  0.99990028   +0 02 28.6
 PE1860;UTM  19      - 4,886,437.997   544,741.895   MT  0.99962462   +0 23 21.9
 PE1860
 PE1860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1860!SPC ME E     -   1.00000057  x   0.99990028  =   0.99990085
 PE1860!UTM  19      -   1.00000057  x   0.99962462  =   0.99962519
 PE1860
 PE1860:                Primary Azimuth Mark                     Grid Az
 PE1860:SPC ME E     -  BURNT COAT 1875                          315 36 24.1
 PE1860:UTM  19      -  BURNT COAT 1875                          315 15 30.8
 PE1860
 PE1860|---------------------------------------------------------------------|
 PE1860| PID    Reference Object                     Distance      Geod. Az  |
 PE1860|                                                           dddmmss.s |
 PE1860| PE1863 BURNT COAT 1875                     APPROX. 1.5 KM 3153852.7 |
 PE1860|---------------------------------------------------------------------|
 PE1860
 PE1860                          SUPERSEDED SURVEY CONTROL
 PE1860
 PE1860  NAD 83(1992)-  44 07 47.17233(N)    068 26 26.58139(W) AD(       ) 3
 PE1860  NAD 83(1986)-  44 07 47.17376(N)    068 26 26.58700(W) AD(       ) 3
 PE1860  NAD 27      -  44 07 46.86000(N)    068 26 28.51000(W) AD(       ) 3
 PE1860
 PE1860.Superseded values are not recommended for survey control.
 PE1860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1860.See file dsdata.txt to determine how the superseded data were derived.
 PE1860
 PE1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ4474286438(NAD 83)
 PE1860_MARKER: B = BOLT
 PE1860_SETTING: 66 = SET IN ROCK OUTCROP
 PE1860_SP_SET: SET IN ROCK OUTCROP
 PE1860_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1860+STABILITY: POSITION/ELEVATION WELL
 PE1860
 PE1860  HISTORY     - Date     Condition        Report By
 PE1860  HISTORY     - 1875     MONUMENTED       CGS
 PE1860  HISTORY     - 1911     GOOD             CGS
 PE1860  HISTORY     - 1944     GOOD             CGS
 PE1860  HISTORY     - 1988     GOOD             USPSQD
 PE1860
 PE1860                          STATION DESCRIPTION
 PE1860
 PE1860'DESCRIBED BY COAST AND GEODETIC SURVEY 1911
 PE1860'ON THE NE PART OF THE ISLAND OF THAT NAME, WHICH LIES IMMEDIATELY
 PE1860'S OF SWAN ISLAND OFF THE MOUTH OF BURNT COAT HARBOR.
 PE1860'
 PE1860'THE STATION IS AT THE UPPER EDGE OF A CLEARING, AND NEAR THE
 PE1860'LARGE HOUSE BELONGING TO MR. STINSON, AND IS MARKED BY A COPPER
 PE1860'BOLT SET IN A HOLE IN A ROCK, ABOUT 118 FEET WSW FROM THE WESTERN
 PE1860'CORNER OF THE BARN.
 PE1860'
 PE1860'TWO REFERENCE MARKS ARE 3/4-INCH DRILL HOLES FILLED WITH LEAD
 PE1860'AND PLACED, RESPECTIVELY, 18.14 METERS NE BY E AND 21.25 METERS
 PE1860'SE BY S FROM THE STATION.
 PE1860
 PE1860                          STATION RECOVERY (1944)
 PE1860
 PE1860'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1860'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  REFERENCE
 PE1860'MARKS ARE 18.14 METERS ESE, AND 21.27 METERS SW OF STATION INSTEAD
 PE1860'OF AS GIVEN IN THE DESCRIPTION.  DESCRIPTION IS ADEQUATE, EXCEPT
 PE1860'BARN IS NO LONGER THERE, BUT STATION IS 90 METERS SW OF THE
 PE1860'CORNER OF THE L OF A 1-1/2 STORY, ABANDONED, UNPAINTED HOUSE.
 PE1860'THE ANGLE BETWEEN REFERENCE MARKS IS 94 DEG 46 MIN.
 PE1860
 PE1860                          STATION RECOVERY (1988)
 PE1860
 PE1860'RECOVERY NOTE BY US POWER SQUADRON 1988 (CW)
 PE1860'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1918 ***********************************************************************
 PE1918  DESIGNATION -  HARD 1944
 PE1918  PID         -  PE1918
 PE1918  STATE/COUNTY-  ME/HANCOCK
 PE1918  USGS QUAD   -  BARTLETT ISLAND (1981)
 PE1918
 PE1918                         *CURRENT SURVEY CONTROL
 PE1918  ___________________________________________________________________
 PE1918* NAD 83(1996)-  44 17 58.36398(N)    068 27 01.14372(W)     ADJUSTED  
 PE1918* NAVD 88     -        34.     (meters)     112.     (feet)  SCALED    
 PE1918  ___________________________________________________________________
 PE1918  LAPLACE CORR-           6.80  (seconds)                    DEFLEC99
 PE1918  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 PE1918
 PE1918  HORZ ORDER  -  THIRD
 PE1918
 PE1918.The horizontal coordinates were established by classical geodetic methods
 PE1918.and adjusted by the National Geodetic Survey in March 1998..
 PE1918
 PE1918.The orthometric height was scaled from a topographic map.
 PE1918
 PE1918.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1918
 PE1918.The geoid height was determined by GEOID03.
 PE1918
 PE1918;                    North         East     Units Scale Factor Converg.
 PE1918;SPC ME E     -    70,314.552   303,964.329   MT  0.99990019   +0 02 04.9
 PE1918;UTM  19      - 4,905,290.482   543,847.979   MT  0.99962364   +0 23 02.1
 PE1918
 PE1918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1918!SPC ME E     -   0.99999853  x   0.99990019  =   0.99989872
 PE1918!UTM  19      -   0.99999853  x   0.99962364  =   0.99962217
 PE1918
 PE1918:                Primary Azimuth Mark                     Grid Az
 PE1918:SPC ME E     -  SHIP AND BARGE BEACON                    169 23 18.1
 PE1918:UTM  19      -  SHIP AND BARGE BEACON                    169 02 20.9
 PE1918
 PE1918|---------------------------------------------------------------------|
 PE1918| PID    Reference Object                     Distance      Geod. Az  |
 PE1918|                                                           dddmmss.s |
 PE1918| PE1849 SHIP AND BARGE BEACON               APPROX. 8.3 KM 1692523.0 |
 PE1918| PE1964 BROOKLIN CHURCH SPIRE               APPROX.10.1 KM 2491018.4 |
 PE1918|---------------------------------------------------------------------|
 PE1918
 PE1918                          SUPERSEDED SURVEY CONTROL
 PE1918
 PE1918  NAD 83(1992)-  44 17 58.36861(N)    068 27 01.13043(W) AD(       ) 3
 PE1918  NAD 83(1986)-  44 17 58.36889(N)    068 27 01.13461(W) AD(       ) 3
 PE1918  NAD 27      -  44 17 58.09100(N)    068 27 03.06200(W) AD(       ) 3
 PE1918
 PE1918.Superseded values are not recommended for survey control.
 PE1918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1918.See file dsdata.txt to determine how the superseded data were derived.
 PE1918
 PE1918_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK4384805290(NAD 83)
 PE1918
 PE1918  HISTORY     - Date     Condition        Report By
 PE1918  HISTORY     - 1944     MONUMENTED       CGS
 PE1918  HISTORY     - 1956     SEE DESCRIPTION  CGS
 PE1918
 PE1918                          STATION DESCRIPTION
 PE1918
 PE1918'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1918'STANDARD DISC SET IN DRILL HOLE IN LEDGE A LITTLE S.W. OF THE
 PE1918'HIGHEST POINT ON SOUTHERN PART OF HARDWOOD ISLAND.  STATION IS
 PE1918'ON TOP OF RIDGE RUNNING S.W. AND IS ON RANGE WITH LARGE BOULDER
 PE1918'(6 FT) 25 M. S.E. AND ANOTHER VERY LARGE BOULDER (9 FT) DOWN
 PE1918'HILL TO S.E. AT EDGE OF TREES.  DRAIN IS N.W. AND W. OF STATION.
 PE1918'
 PE1918'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK 110 FEET.
 PE1918
 PE1918                          STATION RECOVERY (1956)
 PE1918
 PE1918'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 PE1918'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 PE1918'DESCRIPTION IS ADEQUATE AND COMPLETE WITH THE FOLLOWING ADDITION--
 PE1918'
 PE1918'THE STATION IS MARKED BY A TOPOGRAPHIC DISK, STAMPED HARD 1944.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1917 ***********************************************************************
 PE1917  DESIGNATION -  HARDWOOD ISLAND 1863
 PE1917  PID         -  PE1917
 PE1917  STATE/COUNTY-  ME/HANCOCK
 PE1917  USGS QUAD   -  BARTLETT ISLAND (1981)
 PE1917
 PE1917                         *CURRENT SURVEY CONTROL
 PE1917  ___________________________________________________________________
 PE1917* NAD 83(1996)-  44 17 58.17173(N)    068 27 01.08687(W)     ADJUSTED  
 PE1917* NAVD 88     -        34.     (meters)     112.     (feet)  SCALED    
 PE1917  ___________________________________________________________________
 PE1917  LAPLACE CORR-           6.80  (seconds)                    DEFLEC99
 PE1917  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 PE1917
 PE1917  HORZ ORDER  -  THIRD
 PE1917
 PE1917.The horizontal coordinates were established by classical geodetic methods
 PE1917.and adjusted by the National Geodetic Survey in March 1998..
 PE1917
 PE1917.The orthometric height was scaled from a topographic map.
 PE1917
 PE1917.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1917
 PE1917.The geoid height was determined by GEOID03.
 PE1917
 PE1917;                    North         East     Units Scale Factor Converg.
 PE1917;SPC ME E     -    70,308.619   303,965.592   MT  0.99990019   +0 02 05.0
 PE1917;UTM  19      - 4,905,284.559   543,849.278   MT  0.99962365   +0 23 02.1
 PE1917
 PE1917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1917!SPC ME E     -   0.99999853  x   0.99990019  =   0.99989872
 PE1917!UTM  19      -   0.99999853  x   0.99962365  =   0.99962218
 PE1917
 PE1917                          SUPERSEDED SURVEY CONTROL
 PE1917
 PE1917  NAD 83(1992)-  44 17 58.17566(N)    068 27 01.07375(W) AD(       ) 3
 PE1917  NAD 83(1986)-  44 17 58.17593(N)    068 27 01.07790(W) AD(       ) 3
 PE1917  NAD 27      -  44 17 57.89300(N)    068 27 03.00500(W) AD(       ) 3
 PE1917
 PE1917.Superseded values are not recommended for survey control.
 PE1917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1917.See file dsdata.txt to determine how the superseded data were derived.
 PE1917
 PE1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK4384905285(NAD 83)
 PE1917
 PE1917  HISTORY     - Date     Condition        Report By
 PE1917  HISTORY     - 1863     MONUMENTED       COASUR
 PE1917  HISTORY     - 1911     SEE DESCRIPTION  CGS
 PE1917
 PE1917                          STATION DESCRIPTION
 PE1917
 PE1917'DESCRIBED BY COAST AND GEODETIC SURVEY 1911
 PE1917'ON THE HIGHEST HILL ON SE END OF THE ISLAND OF THAT NAME, WHICH
 PE1917'LIES BETWEEN MOUNT DESERT ISLAND AND LONG ISLAND, ABOUT A MILE W
 PE1917'OF THE FORMER AND 3/4 MILE SW OF BARTLETT ISLAND.
 PE1917'
 PE1917'THE HILL IS ENTIRELY BARE AND THE STATION, WHICH IS MARKED BY
 PE1917'A HOLE DRILLED IN THE ROCK AND COVERED BY A CAIRN, IS ABOUT 100
 PE1917'YARDS S OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1563 ***********************************************************************
 QF1563  DESIGNATION -  HARDWOOD ISLAND IBC
 QF1563  PID         -  QF1563
 QF1563  STATE/COUNTY-  ME/WASHINGTON
 QF1563  USGS QUAD   -  LAMBERT LAKE (1988)
 QF1563
 QF1563                         *CURRENT SURVEY CONTROL
 QF1563  ___________________________________________________________________
 QF1563* NAD 83(1996)-  45 36 01.71490(N)    067 32 47.98711(W)     ADJUSTED  
 QF1563* NAVD 88     -       118.     (meters)     387.     (feet)  SCALED    
 QF1563  ___________________________________________________________________
 QF1563  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 QF1563  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 QF1563
 QF1563  HORZ ORDER  -  THIRD
 QF1563
 QF1563.The horizontal coordinates were established by classical geodetic methods
 QF1563.and adjusted by the National Geodetic Survey in March 1998..
 QF1563
 QF1563.The orthometric height was scaled from a topographic map.
 QF1563
 QF1563.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1563
 QF1563.The geoid height was determined by GEOID03.
 QF1563
 QF1563;                    North         East     Units Scale Factor Converg.
 QF1563;SPC ME E     -   215,314.462   374,370.820   MT  0.99996798   +0 40 52.2
 QF1563;UTM  19      - 5,050,686.401   613,342.197   MT  0.99975794   +1 02 18.6
 QF1563
 QF1563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1563!SPC ME E     -   0.99998525  x   0.99996798  =   0.99995323
 QF1563!UTM  19      -   0.99998525  x   0.99975794  =   0.99974320
 QF1563
 QF1563|---------------------------------------------------------------------|
 QF1563| PID    Reference Object                     Distance      Geod. Az  |
 QF1563|                                                           dddmmss.s |
 QF1563| QF1561 REFERENCE MON 102A                  267.074 METERS 06928     |
 QF1563| QF1562 CLEFT IBC                           APPROX. 0.7 KM 1700749.7 |
 QF1563|---------------------------------------------------------------------|
 QF1563
 QF1563                          SUPERSEDED SURVEY CONTROL
 QF1563
 QF1563  NAD 83(1992)-  45 36 01.71115(N)    067 32 47.98437(W) AD(       ) 3
 QF1563  NAD 83(1986)-  45 36 01.71493(N)    067 32 47.99585(W) AD(       ) 3
 QF1563  NAD 27      -  45 36 01.47300(N)    067 32 49.97600(W) AD(       ) 3
 QF1563
 QF1563.Superseded values are not recommended for survey control.
 QF1563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1563.See file dsdata.txt to determine how the superseded data were derived.
 QF1563
 QF1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL1334250686(NAD 83)
 QF1563_MARKER: Z = SEE DESCRIPTION
 QF1563_SETTING: 80 = SET IN A BOULDER
 QF1563_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF1563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1563+STABILITY: SURFACE MOTION
 QF1563
 QF1563  HISTORY     - Date     Condition        Report By
 QF1563  HISTORY     - 1911     MONUMENTED       IBC
 QF1563  HISTORY     - 1955     GOOD             IBC
 QF1563  HISTORY     - 1972     GOOD             IBC
 QF1563
 QF1563                          STATION DESCRIPTION
 QF1563
 QF1563'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (AJB)
 QF1563'ON HARDWOOD ISLAND IS SPEDNIK LAKE.  IT IS ON THE POINT AT THE W SIDE
 QF1563'OF THE LITTLE BAY ON THE LOWER END OF THE ISLAND.  STATION IS ON THE
 QF1563'TOP OF THE POINTED E END OF THE ROCK, 8 FEET HIGH AND SLOPING NEARLY
 QF1563'TO THE GROUND AT THE W END.  IT IS THE LARGEST ROCK ON THE POINT,
 QF1563'ABOUT ON LOW - WATER LINE, AND ABOUT 100 FEET OUTSIDE THE TREE AND
 QF1563'HIGH - WATER LINE.
 QF1563'
 QF1563'STATION MARK IS THE SHANK OF A STATION DISK SET IN A DRILL HOLE IN
 QF1563'THE TOP OF THE LIGHT - COLORED TRIANGULAR ROCK.  THREE DRILL HOLES
 QF1563'FOR GUY WIRES ARE IN THE ROCK, 2.12 METERS UPLAKE, 1.23 METERS
 QF1563'DOWNLAKE AND 1.95 METERS SHOREWARD.
 QF1563
 QF1563                          STATION RECOVERY (1955)
 QF1563
 QF1563'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1563'STATION RECOVERED IN GOOD CONDITION.
 QF1563
 QF1563                          STATION RECOVERY (1972)
 QF1563
 QF1563'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1563'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0114 ***********************************************************************
 RG0114  DESIGNATION -  HARDWOOD MTN
 RG0114  PID         -  RG0114
 RG0114  STATE/COUNTY-  ME/SOMERSET
 RG0114  USGS QUAD   -  HARDWOOD MOUNTAIN (1989)
 RG0114
 RG0114                         *CURRENT SURVEY CONTROL
 RG0114  ___________________________________________________________________
 RG0114* NAD 83(1996)-  46 24 47.06388(N)    070 01 21.36835(W)     ADJUSTED  
 RG0114* NAVD 88     -       462.6    (meters)    1518.     (feet)  VERTCON   
 RG0114  ___________________________________________________________________
 RG0114  LAPLACE CORR-           4.36  (seconds)                    DEFLEC99
 RG0114  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 RG0114
 RG0114  HORZ ORDER  -  FIRST
 RG0114
 RG0114.The horizontal coordinates were established by classical geodetic methods
 RG0114.and adjusted by the National Geodetic Survey in March 1998..
 RG0114
 RG0114.The NAVD 88 height was computed by applying the VERTCON shift value to
 RG0114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RG0114
 RG0114.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0114
 RG0114.The geoid height was determined by GEOID03.
 RG0114
 RG0114;                    North         East     Units Scale Factor Converg.
 RG0114;SPC ME W     -   397,793.362   911,075.994   MT  0.99996817   +0 06 15.7
 RG0114;UTM  19      - 5,140,452.460   421,409.035   MT  0.99967592   -0 44 26.7
 RG0114
 RG0114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0114!SPC ME W     -   0.99993158  x   0.99996817  =   0.99989976
 RG0114!UTM  19      -   0.99993158  x   0.99967592  =   0.99960753
 RG0114
 RG0114:                Primary Azimuth Mark                     Grid Az
 RG0114:SPC ME W     -  DESOLATION                               097 09 49.8
 RG0114:UTM  19      -  DESOLATION                               098 00 32.2
 RG0114
 RG0114|---------------------------------------------------------------------|
 RG0114| PID    Reference Object                     Distance      Geod. Az  |
 RG0114|                                                           dddmmss.s |
 RG0114| RF0779 DESOLATION                          APPROX.21.0 KM 0971605.5 |
 RG0114| DA5425 HARDWOOD MT RM 1                     53.292 METERS 18107     |
 RG0114| DA5426 HARDWOOD MT RM 2                     70.333 METERS 25604     |
 RG0114|---------------------------------------------------------------------|
 RG0114
 RG0114                          SUPERSEDED SURVEY CONTROL
 RG0114
 RG0114  NAD 83(1992)-  46 24 47.06829(N)    070 01 21.34710(W) AD(       ) 1
 RG0114  NAD 83(1986)-  46 24 47.07896(N)    070 01 21.36347(W) AD(       ) 1
 RG0114  NAD 27      -  46 24 46.96700(N)    070 01 23.10000(W) AD(       ) 1
 RG0114  NGVD 29 (07/19/86)  462.8    (m)         1518.     (f) VERT ANG       
 RG0114
 RG0114.Superseded values are not recommended for survey control.
 RG0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0114.See file dsdata.txt to determine how the superseded data were derived.
 RG0114
 RG0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM2140940452(NAD 83)
 RG0114_MARKER: DD = SURVEY DISK
 RG0114_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 RG0114_SP_SET: OBJECT IMBEDDED IN GROUND
 RG0114
 RG0114  HISTORY     - Date     Condition        Report By
 RG0114  HISTORY     - 1922     MONUMENTED       IBC
 RG0114
 RG0114                          STATION DESCRIPTION
 RG0114
 RG0114'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1922 (JH)
 RG0114'IN TOWNSHIP 9, RANGE 18, ON THE SUMMIT OF HARDWOOD MOUNTAIN, ABOUT
 RG0114'1-3/4 MILES EAST OF THE POINT WHERE THE SOUTH LINE INTERSECTS THE
 RG0114'SOUTHWEST BRANCH OF THE ST JOHN RIVER.  THE STATION IS THE CENTER OF
 RG0114'A FIRE LOOKOUT TOWER ABOUT 80 FEET HIGH.
 RG0114'
 RG0114'STATION MARK--A BRONZE DISK SET IN A CONCRETE BASE.  DISTANCES TO THE
 RG0114'INSIDE CORNERS OF THE FOUR FOUNDATION PIERS OF THE TOWER ARE AS
 RG0114'FOLLOWS--NORTHWEST PIER, 7.45 FEET, NORTHEAST PIER, 7.35 FEET,
 RG0114'SOUTHEAST PIER, 7.20 FEET, SOUTHWEST PIER, 7.35 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1971 ***********************************************************************
 QF1971  DESIGNATION -  HARDWOOD TABLET IBC
 QF1971  PID         -  QF1971
 QF1971  STATE/COUNTY-  ME/AROOSTOOK
 QF1971  USGS QUAD   -  ORIENT (1989)
 QF1971
 QF1971                         *CURRENT SURVEY CONTROL
 QF1971  ___________________________________________________________________
 QF1971* NAD 83(1996)-  45 51 50.12165(N)    067 47 56.03995(W)     ADJUSTED  
 QF1971* NAVD 88     -       134.     (meters)     440.     (feet)  SCALED    
 QF1971  ___________________________________________________________________
 QF1971  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 QF1971  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 QF1971
 QF1971  HORZ ORDER  -  THIRD
 QF1971
 QF1971.The horizontal coordinates were established by classical geodetic methods
 QF1971.and adjusted by the National Geodetic Survey in March 1998..
 QF1971
 QF1971.The orthometric height was scaled from a topographic map.
 QF1971
 QF1971.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1971
 QF1971.The geoid height was determined by GEOID03.
 QF1971
 QF1971;                    North         East     Units Scale Factor Converg.
 QF1971;SPC ME E     -   244,389.515   354,437.017   MT  0.99993642   +0 30 11.5
 QF1971;UTM  19      - 5,079,629.934   593,231.484   MT  0.99970686   +0 51 43.5
 QF1971
 QF1971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1971!SPC ME E     -   0.99998273  x   0.99993642  =   0.99991915
 QF1971!UTM  19      -   0.99998273  x   0.99970686  =   0.99968959
 QF1971
 QF1971                          SUPERSEDED SURVEY CONTROL
 QF1971
 QF1971  NAD 83(1992)-  45 51 50.11898(N)    067 47 56.03900(W) AD(       ) 4
 QF1971  NAD 83(1986)-  45 51 50.11385(N)    067 47 56.04179(W) AD(       ) 4
 QF1971  NAD 27      -  45 51 49.92551(N)    067 47 58.02457(W) AD(       ) 3
 QF1971
 QF1971.Superseded values are not recommended for survey control.
 QF1971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1971.See file dsdata.txt to determine how the superseded data were derived.
 QF1971
 QF1971_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9323179630(NAD 83)
 QF1971_MARKER: DD = SURVEY DISK
 QF1971_SETTING: 80 = SET IN A BOULDER
 QF1971_SP_SET: SET IN A DRILL HOLE IN A BOULDER
 QF1971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1971+STABILITY: SURFACE MOTION
 QF1971
 QF1971  HISTORY     - Date     Condition        Report By
 QF1971  HISTORY     - 1912     MONUMENTED       IBC
 QF1971  HISTORY     - 1955     GOOD             IBC
 QF1971  HISTORY     - 1972     GOOD             IBC
 QF1971
 QF1971                          STATION DESCRIPTION
 QF1971
 QF1971'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (JEM)
 QF1971'ON A BIG BEND OF MONUMENT BROOK, ABOUT 1/2 MILE DOWN THE BROOK FROM
 QF1971'THE MOUTH OF GREENLEAF BROOK.  STATION IS ABOUT 15 METERS FROM THE
 QF1971'STREAM ON THE E EDGE ON POINT OF A HARDWOOD KNOLL OF SOME PROMINENCE,
 QF1971'KNOWN AS HARDWOOD POINT.
 QF1971'
 QF1971'THE STATION ROCK IS ABOUT 6 BY 7 FEET AND FLUSH WITH THE GROUND ON
 QF1971'THE W EDGE OF THE OLD LOGGING ROAD RUNNING PARALLEL WITH THE RIVER,
 QF1971'45 FEET N OF THE N END OF THE OLD LOG LANDING, 25 FEET INSIDE THE
 QF1971'EDGE OF THE TIMBER WHICH IS ON THE HIGH BANK ALONG BROOK, AND ABOUT
 QF1971'IN LINE WITH THE S SHORE OF THE BROOK ABOVE THE STATION WHERE IT
 QF1971'FLOWS W.
 QF1971'
 QF1971'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE SURROUNDED BY A
 QF1971'TRIANGLE CUT IN THE ROCK.
 QF1971
 QF1971                          STATION RECOVERY (1955)
 QF1971
 QF1971'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1971'STATION RECOVERED IN GOOD CONDITION.
 QF1971
 QF1971                          STATION RECOVERY (1972)
 QF1971
 QF1971'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1971'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1094 ***********************************************************************
 PD1094  DESIGNATION -  HARKINS RIDGE 1885
 PD1094  PID         -  PD1094
 PD1094  STATE/COUNTY-  ME/WASHINGTON
 PD1094  USGS QUAD   -  WHITNEYVILLE (1977)
 PD1094
 PD1094                         *CURRENT SURVEY CONTROL
 PD1094  ___________________________________________________________________
 PD1094* NAD 83(1996)-  44 41 36.88799(N)    067 31 53.09341(W)     ADJUSTED  
 PD1094* NAVD 88     -        58.     (meters)     190.     (feet)  SCALED    
 PD1094  ___________________________________________________________________
 PD1094  LAPLACE CORR-           5.36  (seconds)                    DEFLEC99
 PD1094  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 PD1094
 PD1094  HORZ ORDER  -  THIRD
 PD1094
 PD1094.The horizontal coordinates were established by classical geodetic methods
 PD1094.and adjusted by the National Geodetic Survey in March 1998..
 PD1094
 PD1094.The orthometric height was scaled from a topographic map.
 PD1094
 PD1094.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1094
 PD1094.The geoid height was determined by GEOID03.
 PD1094
 PD1094;                    North         East     Units Scale Factor Converg.
 PD1094;SPC ME E     -   114,551.236   376,768.198   MT  0.99997245   +0 40 52.5
 PD1094;UTM  19      - 4,949,960.895   616,362.403   MT  0.99976651   +1 01 58.8
 PD1094
 PD1094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD1094!SPC ME E     -   0.99999457  x   0.99997245  =   0.99996702
 PD1094!UTM  19      -   0.99999457  x   0.99976651  =   0.99976108
 PD1094
 PD1094                          SUPERSEDED SURVEY CONTROL
 PD1094
 PD1094  NAD 83(1992)-  44 41 36.88389(N)    067 31 53.09102(W) AD(       ) 3
 PD1094  NAD 83(1986)-  44 41 36.87995(N)    067 31 53.09341(W) AD(       ) 3
 PD1094  NAD 27      -  44 41 36.61400(N)    067 31 55.14000(W) AD(       ) 3
 PD1094
 PD1094.Superseded values are not recommended for survey control.
 PD1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1094.See file dsdata.txt to determine how the superseded data were derived.
 PD1094
 PD1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK1636249961(NAD 83)
 PD1094
 PD1094  HISTORY     - Date     Condition        Report By
 PD1094  HISTORY     - 1885     MONUMENTED       CGS
 PD1094  HISTORY     - 1913     SEE DESCRIPTION  CGS
 PD1094  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD1094
 PD1094                          STATION DESCRIPTION
 PD1094
 PD1094'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 PD1094'STATION IS ON THE SUMMIT OF A PROMINENT RIDGE ABOUT 100 METERS E
 PD1094'OF THE MAIN ROAD BETWEEN WHITNEYVILLE AND JONESBORO, AND ABOUT
 PD1094'A MILE S OF THE TOWN LINE.  THE TOP OF THE RIDGE IS RATHER FLAT
 PD1094'AND HAS SCATTERING TREES AND OCCASIONAL CLUMPS OF TREES OVER
 PD1094'IT.  THE STATION IS ABOUT 300 METERS NE OF THE PLACE WHERE THE
 PD1094'RIDGE CROSSES THE ROAD, AND IS JUST S OF A PROMINENT CLUMP OF
 PD1094'SPRUCE TREES.  THE STATION IS MARKED BY A DRILL HOLE ON TOP OF A
 PD1094'GRANITE BLOCK SET WITH ITS TOP 3 INCHES ABOVE THE GROUND.  THE
 PD1094'DIMENSIONS OF THE GRANITE BLOCK ARE 6 BY 10 BY 18 INCHES.  A
 PD1094'PILE OF ROCKS COVERS THE STATION AND THREE OTHER PILES OF ROCK
 PD1094'ARE AT PLACES WHERE THE ORIGINAL TRIPOD BRACES WERE ANCHORED.
 PD1094
 PD1094                          STATION RECOVERY (1946)
 PD1094
 PD1094'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD1094'STATION RECOVERED IN FAIR CONDITION.  THE GRANITE MONUMENT WAS
 PD1094'SOMEWHAT SHAKY BUT IT HAD APPARENTLY NOT BEEN MOVED.  STATION MARK
 PD1094'WAS RESET SOLIDLY IN A MASS OF CONCRETE.
 PD1094'
 PD1094'A REVISED DESCRIPTION FOLLOWS--STATION IS A 4- BY 6- BY 18-INCH
 PD1094'BLOCK OF GRANITE WITH A DRILL HOLE IN THE CENTER PROJECTING 3
 PD1094'INCHES FROM A 16- BY 32-INCH CYLINDRICAL MASS OF CONCRETE.  IT
 PD1094'IS ON THE SUMMIT OF A PROMINENT RIDGE WHICH CROSSES THE MAIN ROAD
 PD1094'FROM JONESBORO TO WHITNEYVILLE.  THE RIDGE IS RATHER FLAT AND
 PD1094'COVERED WITH BLUEBERRY BUSHES AND BIRCH BRUSH.  THE STATION IS
 PD1094'28.5 METERS NE OF A LONE 12-INCH SPRUCE WHICH IS 3 METERS N OF
 PD1094'THE CENTER LINE OF A TRAIL WHICH LEADS ALONG THE CREST OF THE
 PD1094'RIDGE.  STATION IS ABOUT 250 METERS NE OF THE PLACE WHERE THE
 PD1094'RIDGE CROSSES THE ROAD.  THIS RIDGE IS SPELLED HAWKINS ON
 PD1094'THE U.S.G.S. MAP.
 PD1094'
 PD1094'THE STATION IS REACHED FROM JONESBORO BY GOING NE ON U.S. HIGHWAY
 PD1094'1 FOR 1.9 MILES FROM THE CHANDLER RIVER BRIDGE TO U.S. HIGHWAY 1A,
 PD1094'AND ON U.S. HIGHWAY 1A 1.6 MILES TO THE TOP OF THE RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0976 ***********************************************************************
 PD0976  DESIGNATION -  HARMON SPRUCE
 PD0976  PID         -  PD0976
 PD0976  STATE/COUNTY-  ME/WASHINGTON
 PD0976  USGS QUAD   -  MACHIAS BAY (1993)
 PD0976
 PD0976                         *CURRENT SURVEY CONTROL
 PD0976  ___________________________________________________________________
 PD0976* NAD 83(1996)-  44 42 44.09190(N)    067 21 53.98990(W)     ADJUSTED  
 PD0976* NAVD 88     -                                                        
 PD0976  ___________________________________________________________________
 PD0976  LAPLACE CORR-           6.09  (seconds)                    DEFLEC99
 PD0976  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 PD0976
 PD0976  HORZ ORDER  -  THIRD
 PD0976
 PD0976.The horizontal coordinates were established by classical geodetic methods
 PD0976.and adjusted by the National Geodetic Survey in March 1998..
 PD0976
 PD0976
 PD0976.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0976
 PD0976.The geoid height was determined by GEOID03.
 PD0976
 PD0976;                    North         East     Units Scale Factor Converg.
 PD0976;SPC ME E     -   116,795.820   389,929.252   MT  0.99999942   +0 47 54.9
 PD0976;UTM  19      - 4,952,285.784   629,506.803   MT  0.99980625   +1 09 01.7
 PD0976
 PD0976                          SUPERSEDED SURVEY CONTROL
 PD0976
 PD0976  NAD 83(1992)-  44 42 44.08809(N)    067 21 53.98741(W) AD(       ) 4
 PD0976  NAD 83(1986)-  44 42 44.08411(N)    067 21 53.98972(W) AD(       ) 4
 PD0976  NAD 27      -  44 42 43.78000(N)    067 21 56.02000(W) AD(       ) 3
 PD0976
 PD0976.Superseded values are not recommended for survey control.
 PD0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0976.See file dsdata.txt to determine how the superseded data were derived.
 PD0976
 PD0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK2950752286(NAD 83)
 PD0976
 PD0976  HISTORY     - Date     Condition        Report By
 PD0976  HISTORY     - UNK      MONUMENTED
 PD0976  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0976  HISTORY     - 1956     SEE DESCRIPTION  LOCENG
 PD0976
 PD0976                          STATION DESCRIPTION
 PD0976
 PD0976'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0976'STATION RECOVERED.  DESCRIPTION FOLLOWS--STATION IS ON HIGHEST PART
 PD0976'OF LARGE LEDGE HILL KNOWN AS HARMON HILL.  IT IS ABOUT 1,000 FEET
 PD0976'NE OF THE MOST PROMINENT BLUFF-LIKE LEDGE VISIBLE FROM THE
 PD0976'ROAD.  STATION MARK IS A DRILL HOLE WITH A TRIANGLE CHISELED
 PD0976'AROUND IT.
 PD0976'
 PD0976'STATION IS REACHED BY ROAD FROM EAST MACHIAS ABOUT 2.2 MILES SE
 PD0976'ALONG STATE HIGHWAY 191 AND ABOUT 0.2 MILE SE FROM A Y-ROAD TO
 PD0976'RANDALL POINT.
 PD0976
 PD0976                          STATION RECOVERY (1956)
 PD0976
 PD0976'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1956 (HS)
 PD0976'IN THE EARLY 1930S THE STATION WAS SEARCHED FOR BUT IT WAS NOT
 PD0976'FOUND.  A NEW STATION WAS ESTABLISHED ON A HIGHER PART OF A
 PD0976'MOUNTAIN ABOUT 800 TO 1000 FT. E OF THE STATION POSITION.  THE
 PD0976'NEW STATION WAS CALLED HARMON SPRUCE (M.I.T.) AND MARKED BY A
 PD0976'DRILL HOLE AND A TRIANGULATION CUT AROUND IT.  ORIGINALLY A
 PD0976'MASSACHUSETTS INSTITUTE OF TECHNOLOGY DISK WAS PLACED IN THE
 PD0976'DRILL HOLE BUT THIS HAD BEEN LOST BY VANDALISM.  THE STATION WAS
 PD0976'SURROUNDED BY THE GROWTH OF TIMBER.
 PD0976'
 PD0976'THE 1882 STATION HAD BEEN REPORTED AS RECOVERED BY R.A.G. IN
 PD0976'1946, BUT IT IS BELIEVED THAT THE M.I.T. STATION WAS FOUND RATHER
 PD0976'THAN THE OLD ORIGINAL 1882 STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0584 ***********************************************************************
 OB0584  DESIGNATION -  HARPSWELL CHURCH 1854
 OB0584  PID         -  OB0584
 OB0584  STATE/COUNTY-  ME/CUMBERLAND
 OB0584  USGS QUAD   -  ORRS ISLAND (1997)
 OB0584
 OB0584                         *CURRENT SURVEY CONTROL
 OB0584  ___________________________________________________________________
 OB0584* NAD 83(1996)-  43 47 59.55200(N)    069 59 10.91373(W)     ADJUSTED  
 OB0584* NAVD 88     -        41.     (meters)     135.     (feet)  SCALED    
 OB0584  ___________________________________________________________________
 OB0584  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 OB0584  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 OB0584
 OB0584  HORZ ORDER  -  THIRD
 OB0584
 OB0584.The horizontal coordinates were established by classical geodetic methods
 OB0584.and adjusted by the National Geodetic Survey in March 1998..
 OB0584
 OB0584.The orthometric height was scaled from a topographic map.
 OB0584
 OB0584.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0584
 OB0584.The geoid height was determined by GEOID03.
 OB0584
 OB0584;                    North         East     Units Scale Factor Converg.
 OB0584;SPC ME W     -   107,394.008   914,509.353   MT  0.99996925   +0 07 29.3
 OB0584;UTM  19      - 4,850,118.598   420,653.572   MT  0.99967744   -0 40 57.9
 OB0584
 OB0584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0584!SPC ME W     -   0.99999766  x   0.99996925  =   0.99996691
 OB0584!UTM  19      -   0.99999766  x   0.99967744  =   0.99967510
 OB0584
 OB0584:                Primary Azimuth Mark                     Grid Az
 OB0584:SPC ME W     -  BRUNSWICK CONG CHURCH SPIRE              008 34 57.1
 OB0584:UTM  19      -  BRUNSWICK CONG CHURCH SPIRE              009 23 24.3
 OB0584
 OB0584|---------------------------------------------------------------------|
 OB0584| PID    Reference Object                     Distance      Geod. Az  |
 OB0584|                                                           dddmmss.s |
 OB0584| OB0597 BRUNSWICK CONG CHURCH SPIRE         APPROX.12.5 KM 0084226.4 |
 OB0584| OB0598 BOWDOIN COLL CHAPEL S TURRET        APPROX.12.2 KM 0091133.1 |
 OB0584| OB0599 BRUNSWICK BOWDOIN COLL CHAPEL       APPROX.12.2 KM 0091201.0 |
 OB0584| OB0483 MORSE MT RADAR TOWER                APPROX.14.6 KM 1175504.2 |
 OB0584| OB0473 WINSLOW MORSE                       APPROX.13.1 KM 1232355.6 |
 OB0584| OC1454 STOVER                              APPROX. 5.7 KM 1973932.8 |
 OB0584| OC1553 HASKELL ISLAND                      APPROX.10.0 KM 2021103.6 |
 OB0584| OC1494 PARKERS PT                          APPROX.12.7 KM 2644117.6 |
 OB0584| OC1462 FREEPORT DARK SPIRE                 APPROX.11.5 KM 3071529.1 |
 OB0584| OB0593 TATE                                APPROX.21.7 KM 3581018.4 |
 OB0584| OB0594 ROSS HOUSE CHIMNEY                  APPROX. 8.6 KM 3583511.6 |
 OB0584|---------------------------------------------------------------------|
 OB0584
 OB0584                          SUPERSEDED SURVEY CONTROL
 OB0584
 OB0584  NAD 83(1992)-  43 47 59.55017(N)    069 59 10.91342(W) AD(       ) 3
 OB0584  NAD 83(1986)-  43 47 59.55597(N)    069 59 10.91871(W) AD(       ) 3
 OB0584  NAD 27      -  43 47 59.25900(N)    069 59 12.74600(W) AD(       ) 3
 OB0584
 OB0584.Superseded values are not recommended for survey control.
 OB0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0584.See file dsdata.txt to determine how the superseded data were derived.
 OB0584
 OB0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ2065450119(NAD 83)
 OB0584_MARKER: 90 = CHURCH SPIRE
 OB0584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OB0584+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2005
 OB0584
 OB0584  HISTORY     - Date     Condition        Report By
 OB0584  HISTORY     - 1854     FIRST OBSERVED   CGS
 OB0584  HISTORY     - 1911     GOOD             CGS
 OB0584  HISTORY     - 1933     GOOD             CGS
 OB0584  HISTORY     - 1943     GOOD             CGS
 OB0584  HISTORY     - 1979     GOOD             LOCENG
 OB0584  HISTORY     - 20030909 GOOD             USPSQD
 OB0584  HISTORY     - 20050228 GOOD             USPSQD
 OB0584
 OB0584                          STATION DESCRIPTION
 OB0584
 OB0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1911
 OB0584'THE CONGREGATIONAL CHURCH AT HARPSWELL CENTER ON HARPSWELL
 OB0584'NECK.  THE STATION WAS IN THE BELFRY, AND THE POINT WAS MARKED,
 OB0584'BUT THE LARGE BELL, SINCE INSTALLED, PREVENTS A RE-OCCUPATION.  THE
 OB0584'VANE ROD JUST BELOW THE VANE CORRESPONDS WITH THE STATION CENTER.
 OB0584
 OB0584                          STATION RECOVERY (1933)
 OB0584
 OB0584'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OB0584'THIS STATION IS THE TALL, SLENDER, WHITE SPIRE OF THE ELIJAH
 OB0584'KELLOGG CONGREGATIONAL CHURCH AT HARPSWELL CENTER ABOUT 8 MILES
 OB0584'S OF BRUNSWICK, MAINE.  TO REACH FROM BRUNSWICK, FOLLOW STATE
 OB0584'HIGHWAY 123 TO CHURCH WHICH IS ON E SIDE OF ROAD.
 OB0584
 OB0584                          STATION RECOVERY (1943)
 OB0584
 OB0584'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 OB0584'RECOVERED AS DESCRIBED.
 OB0584
 OB0584                          STATION RECOVERY (1979)
 OB0584
 OB0584'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979 (DAM)
 OB0584'STATION RECOVERED BY WHITMAN AND HOWARD, INC.
 OB0584'
 OB0584'THE VAUE IS BENT, BUT STILL INTACT.
 OB0584'
 OB0584'DESCRIPTION IS ADEQUATE.
 OB0584
 OB0584                          STATION RECOVERY (2003)
 OB0584
 OB0584'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 OB0584'RECOVERED IN GOOD CONDITION.
 OB0584
 OB0584                          STATION RECOVERY (2005)
 OB0584
 OB0584'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMW)
 OB0584'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0575 ***********************************************************************
 OB0575  DESIGNATION -  HARPSWELL MERRUCOONEGAN CUPOLA
 OB0575  PID         -  OB0575
 OB0575  STATE/COUNTY-  ME/CUMBERLAND
 OB0575  USGS QUAD   -  ORRS ISLAND (1997)
 OB0575
 OB0575                         *CURRENT SURVEY CONTROL
 OB0575  ___________________________________________________________________
 OB0575* NAD 83(1996)-  43 51 16.28095(N)    069 56 56.00962(W)     ADJUSTED  
 OB0575* NAVD 88     -                                                        
 OB0575  ___________________________________________________________________
 OB0575  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 OB0575  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 OB0575
 OB0575  HORZ ORDER  -  THIRD
 OB0575
 OB0575.The horizontal coordinates were established by classical geodetic methods
 OB0575.and adjusted by the National Geodetic Survey in March 1998..
 OB0575
 OB0575
 OB0575.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0575
 OB0575.The geoid height was determined by GEOID03.
 OB0575
 OB0575;                    North         East     Units Scale Factor Converg.
 OB0575;SPC ME W     -   113,472.817   917,508.953   MT  0.99997044   +0 09 03.2
 OB0575;UTM  19      - 4,856,152.723   423,737.677   MT  0.99967153   -0 39 26.8
 OB0575
 OB0575                          SUPERSEDED SURVEY CONTROL
 OB0575
 OB0575  NAD 83(1992)-  43 51 16.27933(N)    069 56 56.00905(W) AD(       ) 4
 OB0575  NAD 83(1986)-  43 51 16.28504(N)    069 56 56.01434(W) AD(       ) 4
 OB0575  NAD 27      -  43 51 15.99300(N)    069 56 57.84100(W) AD(       ) 3
 OB0575
 OB0575.Superseded values are not recommended for survey control.
 OB0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0575.See file dsdata.txt to determine how the superseded data were derived.
 OB0575
 OB0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ2373856153(NAD 83)
 OB0575_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OB0575+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2005
 OB0575
 OB0575  HISTORY     - Date     Condition        Report By
 OB0575  HISTORY     - UNK      MONUMENTED
 OB0575  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0575  HISTORY     - 1957     SEE DESCRIPTION  USN
 OB0575  HISTORY     - 20030909 GOOD             USPSQD
 OB0575  HISTORY     - 20050228 GOOD             USPSQD
 OB0575
 OB0575                          STATION DESCRIPTION
 OB0575
 OB0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OB0575'THE STATION IS THE CUPOLA ON THE BARN WHICH IS ON THE E PORTION
 OB0575'OF SEVERAL BUILDINGS FORMING A U.  ON STATE HIGHWAY 123, BETWEEN
 OB0575'MIDDLE BAY COVE AND HARPSWELL COVE.
 OB0575
 OB0575                          STATION RECOVERY (1957)
 OB0575
 OB0575'RECOVERY NOTE BY US NAVY 1957
 OB0575'RECOVERED AS DESCRIBED IN 1933.  THIS PROPERTY IS OWNED BY
 OB0575'MR. GEORGE SKOLFIELD.  DATE ON BARN IS 1897.
 OB0575
 OB0575                          STATION RECOVERY (2003)
 OB0575
 OB0575'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 OB0575'STATION FOUND GOOD. BARN IS 0.1 MILE WEST OF STATE ROAD 123 AT THE END
 OB0575'OF SKOLFIELD PLACE. DATE ON THE BARN IS 1897.
 OB0575
 OB0575                          STATION RECOVERY (2005)
 OB0575
 OB0575'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMW)
 OB0575'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1482 ***********************************************************************
 OC1482  DESIGNATION -  HARPSWELL NECK TANK
 OC1482  PID         -  OC1482
 OC1482  STATE/COUNTY-  ME/CUMBERLAND
 OC1482  USGS QUAD   -  FREEPORT (1970)
 OC1482
 OC1482                         *CURRENT SURVEY CONTROL
 OC1482  ___________________________________________________________________
 OC1482* NAD 83(1996)-  43 46 15.22931(N)    070 00 34.23327(W)     ADJUSTED  
 OC1482* NAVD 88     -                                                        
 OC1482  ___________________________________________________________________
 OC1482  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 OC1482  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 OC1482
 OC1482  HORZ ORDER  -  THIRD
 OC1482
 OC1482.The horizontal coordinates were established by classical geodetic methods
 OC1482.and adjusted by the National Geodetic Survey in March 1998..
 OC1482
 OC1482
 OC1482.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1482
 OC1482.The geoid height was determined by GEOID03.
 OC1482
 OC1482;                    North         East     Units Scale Factor Converg.
 OC1482;SPC ME W     -   104,170.571   912,652.980   MT  0.99996864   +0 06 31.4
 OC1482;UTM  19      - 4,846,922.563   418,752.516   MT  0.99968119   -0 41 54.2
 OC1482
 OC1482                          SUPERSEDED SURVEY CONTROL
 OC1482
 OC1482  NAD 83(1992)-  43 46 15.22754(N)    070 00 34.23330(W) AD(       ) 4
 OC1482  NAD 83(1986)-  43 46 15.23324(N)    070 00 34.23889(W) AD(       ) 4
 OC1482  NAD 27      -  43 46 14.93119(N)    070 00 36.06769(W) AD(       ) 3
 OC1482
 OC1482.Superseded values are not recommended for survey control.
 OC1482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1482.See file dsdata.txt to determine how the superseded data were derived.
 OC1482
 OC1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ1875346923(NAD 83)
 OC1482_MARKER: 53 = ELEVATED TANK
 OC1482
 OC1482  HISTORY     - Date     Condition        Report By
 OC1482  HISTORY     - 1975     FIRST OBSERVED   NGS
 OC1482  HISTORY     - 20030909 GOOD             USPSQD
 OC1482
 OC1482                          STATION DESCRIPTION
 OC1482
 OC1482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 OC1482'THE STATION, HARPSWELL NECK TANK, IS THE TOP CENTER OF THE VENT
 OC1482'STACK AT THE TOP OF THE 120 FOOT HIGH ELEVATED TANK.  THE
 OC1482'STATION IS LOCATED IN THE TOWN OF HARPSWELL ON THE BRUNSWICK NAVAL
 OC1482'AIR STATION.  TANK IS 0.1 MILES INSIDE THE RESTRICTED
 OC1482'AREA.  ENTRANCE PERMISSION CAN BE OBTAINED AT THE GATE.
 OC1482
 OC1482                          STATION RECOVERY (2003)
 OC1482
 OC1482'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 OC1482'STATION FOUND GOOD. THE BRUNSWICK NAVAL AIR STATION HAS BEEN
 OC1482'ABANDONED. THE GATES TO THE TANK HAS A PEDESTRIAN ENTRANCE THAT IS
 OC1482'UNLOCKED. TANK IS DIRECTLY BEHIND A HOUSE AT 1420 HIGHWAY 123 AND
 OC1482'NORTHWEST OF THE IRVING F. CHIPMAN FIRE STATION ON HIGHWAY 123. IT IS
 OC1482'A 4-LEGGED TANK WITH A ROUND TOP. THE TANK AND LEGS ARE MILITARY BLUE
 OC1482'IN COLOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0573 ***********************************************************************
 OB0573  DESIGNATION -  HARPSWELL SKOLFIELDS BARN CUP
 OB0573  PID         -  OB0573
 OB0573  STATE/COUNTY-  ME/CUMBERLAND
 OB0573  USGS QUAD   -  ORRS ISLAND (1997)
 OB0573
 OB0573                         *CURRENT SURVEY CONTROL
 OB0573  ___________________________________________________________________
 OB0573* NAD 83(1996)-  43 51 10.61480(N)    069 57 01.72265(W)     ADJUSTED  
 OB0573* NAVD 88     -                                                        
 OB0573  ___________________________________________________________________
 OB0573  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 OB0573  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 OB0573
 OB0573  HORZ ORDER  -  THIRD
 OB0573
 OB0573.The horizontal coordinates were established by classical geodetic methods
 OB0573.and adjusted by the National Geodetic Survey in March 1998..
 OB0573
 OB0573
 OB0573.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0573
 OB0573.The geoid height was determined by GEOID03.
 OB0573
 OB0573;                    North         East     Units Scale Factor Converg.
 OB0573;SPC ME W     -   113,297.610   917,381.820   MT  0.99997038   +0 08 59.2
 OB0573;UTM  19      - 4,855,979.379   423,608.124   MT  0.99967178   -0 39 30.7
 OB0573
 OB0573                          SUPERSEDED SURVEY CONTROL
 OB0573
 OB0573  NAD 83(1992)-  43 51 10.61317(N)    069 57 01.72209(W) AD(       ) 4
 OB0573  NAD 83(1986)-  43 51 10.61886(N)    069 57 01.72735(W) AD(       ) 4
 OB0573  NAD 27      -  43 51 10.33100(N)    069 57 03.55200(W) AD(       ) 3
 OB0573
 OB0573.Superseded values are not recommended for survey control.
 OB0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0573.See file dsdata.txt to determine how the superseded data were derived.
 OB0573
 OB0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ2360855979(NAD 83)
 OB0573
 OB0573  HISTORY     - Date     Condition        Report By
 OB0573  HISTORY     - UNK      MONUMENTED
 OB0573  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0573  HISTORY     - 1957     SEE DESCRIPTION  USN
 OB0573  HISTORY     - 20030909 MARK NOT FOUND   USPSQD
 OB0573
 OB0573                          STATION DESCRIPTION
 OB0573
 OB0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OB0573'THE STATION IS THE CUPOLA ON SKOLFIELDS BARN ALONG STATE
 OB0573'HIGHWAY 123, BETWEEN MIDDLE BAY COVE AND HARPSWELL COVE NW OF
 OB0573'BARNES POINT.
 OB0573
 OB0573                          STATION RECOVERY (1957)
 OB0573
 OB0573'RECOVERY NOTE BY US NAVY 1957
 OB0573'RECOVERED AS DESCRIBED IN 1933.  THIS BARN IS ON THE PROPERTY OF
 OB0573'MR. CLARENCE SKOLFIELD AND IS IN A VERY DILAPIDATED CONDITION.
 OB0573
 OB0573                          STATION RECOVERY (2003)
 OB0573
 OB0573'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 OB0573'STATION WAS SEARCHED FOR AT LENGTH, BUT NOT FOUND. IN COMPARING THE
 OB0573'LATITUDE-LONGITUDE OF THIS BARN TO OB0575, THIS BARN WOULD BE SOUTH
 OB0573'AND WEST OF OB0575 BARN. SITE COULD NOT BE SPECIFICALLY DETERMINED.
 OB0573'RESIDENT AT HOUSE WHERE OB0575 BARN WAS FOUND GOOD, COULD NOT GIVE ANY
 OB0573'INFORMATION AS TO THE STATUS OF THIS BARN. IT IS SUSPECTED THIS BARN
 OB0573'HAS BEEN DEMOLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0579 ***********************************************************************
 OB0579  DESIGNATION -  HARPSWELL T RANDALLS BARN CUP
 OB0579  PID         -  OB0579
 OB0579  STATE/COUNTY-  ME/CUMBERLAND
 OB0579  USGS QUAD   -  ORRS ISLAND (1997)
 OB0579
 OB0579                         *CURRENT SURVEY CONTROL
 OB0579  ___________________________________________________________________
 OB0579* NAD 83(1996)-  43 49 29.65268(N)    069 58 10.64393(W)     ADJUSTED  
 OB0579* NAVD 88     -                                                        
 OB0579  ___________________________________________________________________
 OB0579  LAPLACE CORR-           2.99  (seconds)                    DEFLEC99
 OB0579  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 OB0579
 OB0579  HORZ ORDER  -  THIRD
 OB0579
 OB0579.The horizontal coordinates were established by classical geodetic methods
 OB0579.and adjusted by the National Geodetic Survey in March 1998..
 OB0579
 OB0579
 OB0579.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0579
 OB0579.The geoid height was determined by GEOID03.
 OB0579
 OB0579;                    North         East     Units Scale Factor Converg.
 OB0579;SPC ME W     -   110,177.809   915,849.974   MT  0.99996976   +0 08 11.2
 OB0579;UTM  19      - 4,852,882.412   422,032.898   MT  0.99967477   -0 40 17.2
 OB0579
 OB0579                          SUPERSEDED SURVEY CONTROL
 OB0579
 OB0579  NAD 83(1992)-  43 49 29.65093(N)    069 58 10.64350(W) AD(       ) 4
 OB0579  NAD 83(1986)-  43 49 29.65668(N)    069 58 10.64878(W) AD(       ) 4
 OB0579  NAD 27      -  43 49 29.36300(N)    069 58 12.47600(W) AD(       ) 3
 OB0579
 OB0579.Superseded values are not recommended for survey control.
 OB0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0579.See file dsdata.txt to determine how the superseded data were derived.
 OB0579
 OB0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ2203352882(NAD 83)
 OB0579
 OB0579  HISTORY     - Date     Condition        Report By
 OB0579  HISTORY     - UNK      MONUMENTED
 OB0579  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0579  HISTORY     - 20030909 MARK NOT FOUND   USPSQD
 OB0579
 OB0579                          STATION DESCRIPTION
 OB0579
 OB0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OB0579'THE BARN CUPOLA TAKEN FOR THE STATION IS ON C.S. WILSONS
 OB0579'PROPERTY.  TOM RANDALLS BARN, WHICH IS ABOUT 180 METERS N OF
 OB0579'WILSONS BARN, HAS NO CUPOLA.  THE STATION IS ABOUT 0.4 MILE W
 OB0579'OF STATE HIGHWAY 124 IN NORTH HARPSWELL.
 OB0579'
 OB0579'IT IS RECOMMENDED THAT THIS STATION BE RENAMED HARPSWELL,
 OB0579'C.S. WILSONS BARN, CUPOLA.
 OB0579
 OB0579                          STATION RECOVERY (2003)
 OB0579
 OB0579'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 OB0579'BARN WAS SEARCHED FOR AT LENGTH BUT NOT FOUND. INQUIRIES AT THE TOWN
 OB0579'HALL REVEALED NO ONE HAD ANY RECOLLECTION OF THIS BARN. THE HIGHWAY
 OB0579'REFERENCED IN THE 1942 DESCRIPTION IS STATE HIGHWAY 123 NOT STATE
 OB0579'HIGHWAY 124.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1152 ***********************************************************************
 PD1152  DESIGNATION -  HARRINGTON WHITE CHURCH SPIRE
 PD1152  PID         -  PD1152
 PD1152  STATE/COUNTY-  ME/WASHINGTON
 PD1152  USGS QUAD   -  HARRINGTON (1975)
 PD1152
 PD1152                         *CURRENT SURVEY CONTROL
 PD1152  ___________________________________________________________________
 PD1152* NAD 83(1996)-  44 37 09.46566(N)    067 48 44.44852(W)     ADJUSTED  
 PD1152* NAVD 88     -                                                        
 PD1152  ___________________________________________________________________
 PD1152  LAPLACE CORR-           5.22  (seconds)                    DEFLEC99
 PD1152  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 PD1152
 PD1152  HORZ ORDER  -  THIRD
 PD1152
 PD1152.The horizontal coordinates were established by classical geodetic methods
 PD1152.and adjusted by the National Geodetic Survey in March 1998..
 PD1152
 PD1152
 PD1152.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1152
 PD1152.The geoid height was determined by GEOID03.
 PD1152
 PD1152;                    North         East     Units Scale Factor Converg.
 PD1152;SPC ME E     -   106,070.883   354,571.684   MT  0.99993661   +0 28 58.9
 PD1152;UTM  19      - 4,941,346.400   594,223.129   MT  0.99970917   +0 50 03.3
 PD1152
 PD1152                          SUPERSEDED SURVEY CONTROL
 PD1152
 PD1152  NAD 83(1992)-  44 37 09.46241(N)    067 48 44.44750(W) AD(       ) 4
 PD1152  NAD 83(1986)-  44 37 09.45870(N)    067 48 44.45040(W) AD(       ) 4
 PD1152  NAD 27      -  44 37 09.18400(N)    067 48 46.44700(W) AD(       ) 3
 PD1152
 PD1152.Superseded values are not recommended for survey control.
 PD1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1152.See file dsdata.txt to determine how the superseded data were derived.
 PD1152
 PD1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK9422341346(NAD 83)
 PD1152
 PD1152  HISTORY     - Date     Condition        Report By
 PD1152  HISTORY     - 1934     MONUMENTED       CGS
 PD1152  HISTORY     - 1945     SEE DESCRIPTION  CGS
 PD1152  HISTORY     - 1964     SEE DESCRIPTION  CGS
 PD1152
 PD1152                          STATION DESCRIPTION
 PD1152
 PD1152'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PD1152'THE CENTER OF THE TALL WHITE SPIRE IN THE TOWN OF HARRINGTON.  THIS
 PD1152'IS AN INTERSECTION STATION.
 PD1152
 PD1152                          STATION RECOVERY (1945)
 PD1152
 PD1152'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (FLP)
 PD1152'STATION RECOVERED IN GOOD CONDITION.  CHURCH IS THE HIGHEST AND
 PD1152'MOST CONSPICUOUS OF THE TWO CHURCHES IN HARRINGTON.  IT IS 0.1
 PD1152'MILE W OF THE INTERSECTION OF ROUTES 1 AND 1-A.
 PD1152'
 PD1152'THE SPIRE, WHICH IS OVER THE S GABLE, ACCORDING TO THE CHURCH
 PD1152'MINISTER, IS STILL INTACT EXCEPT THE WEATHER VANE WHICH HAS
 PD1152'BLOWN DOWN.  THE SPIRE IS CONE SHAPED, DULL WHITE, AND APPEARS
 PD1152'TO BE IN GOOD CONDITION.  THIS IS A METHODIST CHURCH.
 PD1152
 PD1152                          STATION RECOVERY (1964)
 PD1152
 PD1152'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WFD)
 PD1152'RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT THE SPIRE IS
 PD1152'OCTAGONAL AND SHINGLED AND NEWLY PAINTED WHITE.  REPORTEDLY
 PD1152'UNCHANGED SINCE THE 1945 DESCRIPTION, A SHORT SQUARE TOWER
 PD1152'SURMOUNTED BY AN OPEN BELFRY, (DOUBLE ARCHED) WITH CLOCK FACES
 PD1152'ABOVE AND TOPPED BY THE OCTAGONAL SPIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0572 ***********************************************************************
 OB0572  DESIGNATION -  HARRIS
 OB0572  PID         -  OB0572
 OB0572  STATE/COUNTY-  ME/CUMBERLAND
 OB0572  USGS QUAD   -  ORRS ISLAND (1997)
 OB0572
 OB0572                         *CURRENT SURVEY CONTROL
 OB0572  ___________________________________________________________________
 OB0572* NAD 83(1996)-  43 48 39.62686(N)    069 56 14.24161(W)     ADJUSTED  
 OB0572* NAVD 88     -        56.     (meters)     184.     (feet)  SCALED    
 OB0572  ___________________________________________________________________
 OB0572  LAPLACE CORR-           2.59  (seconds)                    DEFLEC99
 OB0572  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 OB0572
 OB0572  HORZ ORDER  -  THIRD
 OB0572
 OB0572.The horizontal coordinates were established by classical geodetic methods
 OB0572.and adjusted by the National Geodetic Survey in March 1998..
 OB0572
 OB0572.The orthometric height was scaled from a topographic map.
 OB0572
 OB0572.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0572
 OB0572.The geoid height was determined by GEOID03.
 OB0572
 OB0572;                    North         East     Units Scale Factor Converg.
 OB0572;SPC ME W     -   108,640.589   918,455.168   MT  0.99997085   +0 09 31.7
 OB0572;UTM  19      - 4,851,309.085   424,615.391   MT  0.99966990   -0 38 56.0
 OB0572
 OB0572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0572!SPC ME W     -   0.99999530  x   0.99997085  =   0.99996615
 OB0572!UTM  19      -   0.99999530  x   0.99966990  =   0.99966520
 OB0572
 OB0572|---------------------------------------------------------------------|
 OB0572| PID    Reference Object                     Distance      Geod. Az  |
 OB0572|                                                           dddmmss.s |
 OB0572| CE8211 HARRIS RM 1                          18.490 METERS 15458     |
 OB0572| CE8212 HARRIS RM 2                          18.075 METERS 20741     |
 OB0572| OC1527 MARK IS STONE BEACON                APPROX.13.6 KM 2134906.8 |
 OB0572| OB0579 HARPSWELL T RANDALLS BARN CUP       APPROX. 3.0 KM 3004207.1 |
 OB0572| OB0578 KELLOGG                             APPROX. 3.5 KM 3101412.5 |
 OB0572| OB0591 BRUNSWICK BLACK STANDPIPE           APPROX.12.7 KM 3412617.5 |
 OB0572| OB0592 BRUNSWICK TOPSHAM CONC TK VENT      APPROX.12.7 KM 3454808.4 |
 OB0572| OB0573 HARPSWELL SKOLFIELDS BARN CUP       APPROX. 4.8 KM 3471048.0 |
 OB0572| OB0596 BRUNSWICK CHURCH BLACK SPIRE        APPROX.11.7 KM 3472359.0 |
 OB0572| OB0575 HARPSWELL MERRUCOONEGAN CUPOLA      APPROX. 4.9 KM 3490447.1 |
 OB0572|---------------------------------------------------------------------|
 OB0572
 OB0572                          SUPERSEDED SURVEY CONTROL
 OB0572
 OB0572  NAD 83(1992)-  43 48 39.62502(N)    069 56 14.24103(W) AD(       ) 3
 OB0572  NAD 83(1986)-  43 48 39.63075(N)    069 56 14.24635(W) AD(       ) 3
 OB0572  NAD 27      -  43 48 39.33500(N)    069 56 16.07700(W) AD(       ) 3
 OB0572
 OB0572.Superseded values are not recommended for survey control.
 OB0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0572.See file dsdata.txt to determine how the superseded data were derived.
 OB0572
 OB0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ2461551309(NAD 83)
 OB0572
 OB0572  HISTORY     - Date     Condition        Report By
 OB0572  HISTORY     - 1933     MONUMENTED       CGS
 OB0572  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0572  HISTORY     - 1975     SEE DESCRIPTION  MEDT
 OB0572
 OB0572                          STATION DESCRIPTION
 OB0572
 OB0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OB0572'STATION IS ON THE CENTER OF THE N AND S RIDGE ON THAT PORTION
 OB0572'OF SEBASCODEGAN ISLAND WHICH LIES BETWEEN LONG REACH AND HARPSWELL
 OB0572'SOUND AND AT A POINT APPROXIMATELY OPPOSITE THE MOUTH OF
 OB0572'STRAWBERRY CREEK.  THE SURROUNDING TREES ARE GREEN BUT THE
 OB0572'IMMEDIATE VICINITY OF THE STATION IS COVERED WITH BLACK, DEAD
 OB0572'TREES.
 OB0572'
 OB0572'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 OB0572'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 OB0572'
 OB0572'STATION AND BOTH REFERENCE MARKS ARE AT THE NORTHERN END OF
 OB0572'A N AND S STRIP OF TIMBER WHICH BURNED OVER.
 OB0572'
 OB0572'REFERENCE MARK NO. 1 IS SSE OF THE STATION.
 OB0572'
 OB0572'REFERENCE MARK NO. 2 IS SW OF THE STATION.
 OB0572'
 OB0572'TO REACH FROM BRUNSWICK, MAINE, TAKE HIGHWAYS 123 AND 124,
 OB0572'WHICH SEPARATE ON THE S EDGE OF BRUNSWICK.  FROM THIS JUNCTION
 OB0572'TAKE HIGHWAY 124, 8.6 MILES AND TURN RIGHT OFF OF HIGHWAY AT
 OB0572'A FRAME CHURCH.  AT 9.0 MILES TURN RIGHT UP A STEEP, ROUGH HILL
 OB0572'AND CONTINUE TO HOUSE AT 9.3 MILES.  AT THIS HOUSE TAKE RIGHT
 OB0572'FORK AND FOLLOW TO WHERE IT ENTERS THE WOODS N OF A SECOND
 OB0572'HOUSE.  FROM THIS POINT THE ROAD SHOULD BE INVESTIGATED BEFORE
 OB0572'GOING FURTHER, AS IT IS IMPASSABLE IN WET WEATHER.  CONTINUE
 OB0572'UP THE HILL ABOUT 1/4 MILE UNTIL ROAD BEGINS TO DESCEND.  AT
 OB0572'THE FOOT OF THIS DECLINE (ABOUT 100 YARDS FROM TOP OF HILL)
 OB0572'WALK W THRU WOODS ABOUT 100 YARDS TO TOP OF RIDGE AND
 OB0572'STATION.  SEVEN ANCHOR BOLTS WERE SET IN THE ROCK NEAR THE
 OB0572'STATION.
 OB0572'
 OB0572'HEIGHT OF SIGNAL ABOVE STATION MARK - 15 METERS.
 OB0572
 OB0572                          STATION RECOVERY (1942)
 OB0572
 OB0572'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OB0572'RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE, EXCEPT THAT
 OB0572'STATE HIGHWAY 24 SHOULD BE INSERTED WHEREVER STATE HIGHWAY
 OB0572'124 IS MENTIONED.
 OB0572
 OB0572                          STATION RECOVERY (1975)
 OB0572
 OB0572'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 OB0572'STATION HARRIS RECOVERED AS DESCRIBED, EXCEPT ROUTE IS RT 24.
 OB0572'
 OB0572'RM 1 AND RM 2 RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2399 ***********************************************************************
 PE2399  DESIGNATION -  HARRIS
 PE2399  PID         -  PE2399
 PE2399  STATE/COUNTY-  ME/LINCOLN
 PE2399  USGS QUAD   -  WALDOBORO WEST (1988)
 PE2399
 PE2399                         *CURRENT SURVEY CONTROL
 PE2399  ___________________________________________________________________
 PE2399* NAD 83(1996)-  44 00 31.10715(N)    069 23 35.91371(W)     ADJUSTED  
 PE2399* NAVD 88     -        53.     (meters)     174.     (feet)  SCALED    
 PE2399  ___________________________________________________________________
 PE2399  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 PE2399  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 PE2399
 PE2399  HORZ ORDER  -  THIRD
 PE2399
 PE2399.The horizontal coordinates were established by classical geodetic methods
 PE2399.and adjusted by the National Geodetic Survey in March 1998..
 PE2399
 PE2399.The orthometric height was scaled from a topographic map.
 PE2399
 PE2399.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2399
 PE2399.The geoid height was determined by GEOID03.
 PE2399
 PE2399;                    North         East     Units Scale Factor Converg.
 PE2399;SPC ME W     -   130,864.224   962,017.043   MT  1.00001395   +0 32 14.4
 PE2399;SPC ME E     -    38,380.618   228,368.514   MT  0.99996309   -0 37 14.4
 PE2399;UTM  19      - 4,872,907.749   468,471.339   MT  0.99961223   -0 16 23.7
 PE2399
 PE2399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2399!SPC ME W     -   0.99999571  x   1.00001395  =   1.00000966
 PE2399!SPC ME E     -   0.99999571  x   0.99996309  =   0.99995880
 PE2399!UTM  19      -   0.99999571  x   0.99961223  =   0.99960794
 PE2399
 PE2399:                Primary Azimuth Mark                     Grid Az
 PE2399:SPC ME W     -  MILLERS ISLAND                           027 51 57.5
 PE2399:SPC ME E     -  MILLERS ISLAND                           029 01 26.3
 PE2399:UTM  19      -  MILLERS ISLAND                           028 40 35.6
 PE2399
 PE2399|---------------------------------------------------------------------|
 PE2399| PID    Reference Object                     Distance      Geod. Az  |
 PE2399|                                                           dddmmss.s |
 PE2399| PE2388 MILLERS ISLAND                      APPROX. 1.3 KM 0282411.9 |
 PE2399| PE2370 BRIMSTONE HILL                      APPROX. 6.9 KM 0442923.5 |
 PE2399| PE2380 WALDOBORO CONG CHURCH SPIRE         APPROX. 6.2 KM 0542122.7 |
 PE2399| PE2390 BIRKMORES HOUSE CENTER CHIMNEY      APPROX. 1.7 KM 0552848.7 |
 PE2399| PE2386 BIRKMORES BARN SOUTH APEX           APPROX. 1.6 KM 0573556.2 |
 PE2399| OB0333 LOWER HUNGRY                        APPROX. 2.0 KM 1241346.2 |
 PE2399|---------------------------------------------------------------------|
 PE2399
 PE2399                          SUPERSEDED SURVEY CONTROL
 PE2399
 PE2399  NAD 83(1992)-  44 00 31.11194(N)    069 23 35.90061(W) AD(       ) 3
 PE2399  NAD 83(1986)-  44 00 31.11644(N)    069 23 35.90669(W) AD(       ) 3
 PE2399  NAD 27      -  44 00 30.81000(N)    069 23 37.72000(W) AD(       ) 3
 PE2399
 PE2399.Superseded values are not recommended for survey control.
 PE2399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2399.See file dsdata.txt to determine how the superseded data were derived.
 PE2399
 PE2399_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ6847172908(NAD 83)
 PE2399
 PE2399  HISTORY     - Date     Condition        Report By
 PE2399  HISTORY     - UNK      MONUMENTED
 PE2399  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2399
 PE2399                          STATION DESCRIPTION
 PE2399
 PE2399'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2399'STATION WAS SEARCHED FOR ON PROMINENT LEDGES IN VICINITY BUT
 PE2399'NO MARK WAS FOUND.  PLANE-TABLE AND AIR COMPILATION METHODS
 PE2399'MIGHT LOCATE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0826 ***********************************************************************
 QF0826  DESIGNATION -  HARRISON
 QF0826  PID         -  QF0826
 QF0826  STATE/COUNTY-  ME/WASHINGTON
 QF0826  USGS QUAD   -  CALAIS (1977)
 QF0826
 QF0826                         *CURRENT SURVEY CONTROL
 QF0826  ___________________________________________________________________
 QF0826* NAD 83(1996)-  45 10 22.46369(N)    067 17 20.70521(W)     ADJUSTED  
 QF0826* NAVD 88     -        22.     (meters)      72.     (feet)  SCALED    
 QF0826  ___________________________________________________________________
 QF0826  LAPLACE CORR-           4.43  (seconds)                    DEFLEC99
 QF0826  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 QF0826
 QF0826  HORZ ORDER  -  THIRD
 QF0826
 QF0826.The horizontal coordinates were established by classical geodetic methods
 QF0826.and adjusted by the National Geodetic Survey in March 1998..
 QF0826
 QF0826.The orthometric height was scaled from a topographic map.
 QF0826
 QF0826.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0826
 QF0826.The geoid height was determined by GEOID03.
 QF0826
 QF0826;                    North         East     Units Scale Factor Converg.
 QF0826;SPC ME E     -   168,070.702   395,179.684   MT  1.00001135   +0 51 32.0
 QF0826;UTM  19      - 5,003,582.260   634,440.011   MT  0.99982224   +1 12 49.1
 QF0826
 QF0826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0826!SPC ME E     -   1.00000023  x   1.00001135  =   1.00001158
 QF0826!UTM  19      -   1.00000023  x   0.99982224  =   0.99982247
 QF0826
 QF0826|---------------------------------------------------------------------|
 QF0826| PID    Reference Object                     Distance      Geod. Az  |
 QF0826|                                                           dddmmss.s |
 QF0826| QF0806 REFERENCE MON 217=ISLAND            387.803 METERS 23832     |
 QF0826| QF0803 POINT A ON WASTE WIER IBC           292.944 METERS 25612     |
 QF0826| QF0800 GRISTMILL IBC                       264.315 METERS 27222     |
 QF0826| QF0817 MILLTOWN CONG CH SPIRE IBC          APPROX. 0.6 KM 2724233.3 |
 QF0826| CE8878 HARRISON RM 2                         7.194 METERS 27414     |
 QF0826| QF0804 MILLTOWN COT MIL LIGHT ROD IBC      364.489 METERS 30619     |
 QF0826| QF0802 GATEHOUSE GABLE IBC                 383.303 METERS 31452     |
 QF0826| QF0792 SE CORNER BRIDGE GIRDER             300.720 METERS 31958     |
 QF0826| QF0799 WATERTANK IBC                       407.246 METERS 3201745.7 |
 QF0826| QF0791 REFERENCE MON 219=POHOUSE           315.649 METERS 32608     |
 QF0826| CE8877 HARRISON RM 1                         7.621 METERS 33722     |
 QF0826|---------------------------------------------------------------------|
 QF0826
 QF0826                          SUPERSEDED SURVEY CONTROL
 QF0826
 QF0826  NAD 83(1992)-  45 10 22.45848(N)    067 17 20.70320(W) AD(       ) 3
 QF0826  NAD 83(1986)-  45 10 22.46130(N)    067 17 20.70793(W) AD(       ) 3
 QF0826  NAD 27      -  45 10 22.19000(N)    067 17 22.74600(W) AD(       ) 3
 QF0826
 QF0826.Superseded values are not recommended for survey control.
 QF0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0826.See file dsdata.txt to determine how the superseded data were derived.
 QF0826
 QF0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL3444003582(NAD 83)
 QF0826_MARKER: DH = HORIZONTAL CONTROL DISK
 QF0826_SETTING: 66 = SET IN ROCK OUTCROP
 QF0826
 QF0826  HISTORY     - Date     Condition        Report By
 QF0826  HISTORY     - 1909     MONUMENTED       IBC
 QF0826  HISTORY     - 1946     MARK NOT FOUND   IBC
 QF0826
 QF0826                          STATION DESCRIPTION
 QF0826
 QF0826'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JEM)
 QF0826'N MILLTOWN, ME, ON THE CORNER LOT AT THE SE CORNER OF HARRISON AND
 QF0826'NORTH STREETS, ABOUT 9 METERS S OF HARRISON STREET, AND ABOUT THE SAME
 QF0826'DISTANCE E OF NORTH STREET.
 QF0826'
 QF0826'THE STATION MARK IS A BRONZE DISK SET 1 FOOT UNDERGROUND IN A DRILL
 QF0826'HOLE IN A ROCK LEDGE THAT EXTENDS DIAGONALLY ACROSS THE LOT.   A CROSS
 QF0826'WITHIN A TRIANGLE CUT ON AN EXPOSED ROCK 1.5 METERS E OF THE ASPHALT
 QF0826'PAVING OF HARRISON STREET AND NEAR THE LOT CORNER BEARS N2
 QF0826'38 W, 7.62 METERS FROM THE STATION.  AND A LIKE MARK CUT ON THE
 QF0826'SURFACE OF AN EXPOSED STONE 1.25 METERS E OF THE E LINE OF THE ASPHALT
 QF0826'ON NORTH STREET BEARS N 85 46 W, 7.19 METERS DISTANT FROM THE
 QF0826'STATION.
 QF0826
 QF0826                          STATION RECOVERY (1946)
 QF0826
 QF0826'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF0826'NOT RECOVERED.  LEDGE UPON WHICH STATION REFERENCE MARKS BELIEVED
 QF0826'PLACED HAS BEEN REMOVED FOR ROAD AND SIDEWALK CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2575 ***********************************************************************
 PE2575  DESIGNATION -  HASK
 PE2575  PID         -  PE2575
 PE2575  STATE/COUNTY-  ME/WALDO
 PE2575  USGS QUAD   -  NORTH HAVEN WEST (1983)
 PE2575
 PE2575                         *CURRENT SURVEY CONTROL
 PE2575  ___________________________________________________________________
 PE2575* NAD 83(1996)-  44 14 03.99592(N)    068 57 29.44572(W)     ADJUSTED  
 PE2575* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 PE2575  ___________________________________________________________________
 PE2575  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 PE2575  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 PE2575
 PE2575  HORZ ORDER  -  THIRD
 PE2575
 PE2575.The horizontal coordinates were established by classical geodetic methods
 PE2575.and adjusted by the National Geodetic Survey in March 1998..
 PE2575
 PE2575.The orthometric height was scaled from a topographic map.
 PE2575
 PE2575.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2575
 PE2575.The geoid height was determined by GEOID03.
 PE2575
 PE2575;                    North         East     Units Scale Factor Converg.
 PE2575;SPC ME E     -    63,182.167   263,399.841   MT  0.99991647   -0 19 10.7
 PE2575;UTM  19      - 4,897,913.329   503,339.701   MT  0.99960014   +0 01 45.0
 PE2575
 PE2575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2575!SPC ME E     -   1.00000345  x   0.99991647  =   0.99991992
 PE2575!UTM  19      -   1.00000345  x   0.99960014  =   0.99960359
 PE2575
 PE2575                          SUPERSEDED SURVEY CONTROL
 PE2575
 PE2575  NAD 83(1992)-  44 14 04.00120(N)    068 57 29.42554(W) AD(       ) 3
 PE2575  NAD 83(1986)-  44 14 04.00312(N)    068 57 29.43013(W) AD(       ) 3
 PE2575
 PE2575.Superseded values are not recommended for survey control.
 PE2575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2575.See file dsdata.txt to determine how the superseded data were derived.
 PE2575
 PE2575_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ0334097913(NAD 83)
 PE2575_MARKER: DD = SURVEY DISK
 PE2575_SETTING: 66 = SET IN ROCK OUTCROP
 PE2575_SP_SET: SET IN BEDROCK
 PE2575_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2575_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE2575+STABILITY: POSITION/ELEVATION WELL
 PE2575
 PE2575  HISTORY     - Date     Condition        Report By
 PE2575  HISTORY     - 1983     MONUMENTED       NOS
 PE2575
 PE2575                          STATION DESCRIPTION
 PE2575
 PE2575'DESCRIBED BY NATIONAL OCEAN SERVICE 1983 (RST)
 PE2575'THE STATION IS LOCATED ON THE NORTHEAST END OF THE MOST
 PE2575'NORTHERLY OF TWO ISLANDS KNOWN AS THE ENSIGN ISLANDS IN
 PE2575'WEST PENOBSCOT BAY.
 PE2575'
 PE2575'THE STATION MUST BE REACHED BY BOAT.
 PE2575'
 PE2575'THE STATION IS A PLAIN BRONZE DISK 5 CM IN DIAMETER SET
 PE2575'FLUSH INTO BEDROCK AND STAMPED---HASK 1982---, IT IS
 PE2575'LOCATED AT THE HIGH WATER LINE AND ABOUT 4.5 METERS (15 FT)
 PE2575'NORTH OF THE TREE LINE.
 PE2575'
 PE2575'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.41 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1910 ***********************************************************************
 OC1910  DESIGNATION -  HASKELL
 OC1910  PID         -  OC1910
 OC1910  STATE/COUNTY-  ME/CUMBERLAND
 OC1910  USGS QUAD   -  PROUTS NECK (1978)
 OC1910
 OC1910                         *CURRENT SURVEY CONTROL
 OC1910  ___________________________________________________________________
 OC1910* NAD 83(1996)-  43 35 38.16488(N)    070 17 52.77228(W)     ADJUSTED  
 OC1910* NAVD 88     -        31.0    (meters)     102.     (feet)  VERTCON   
 OC1910  ___________________________________________________________________
 OC1910  LAPLACE CORR-           3.48  (seconds)                    DEFLEC99
 OC1910  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 OC1910
 OC1910  HORZ ORDER  -  SECOND
 OC1910
 OC1910.The horizontal coordinates were established by classical geodetic methods
 OC1910.and adjusted by the National Geodetic Survey in March 1998..
 OC1910
 OC1910.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC1910.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC1910
 OC1910.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1910
 OC1910.The geoid height was determined by GEOID03.
 OC1910
 OC1910;                    North         East     Units Scale Factor Converg.
 OC1910;SPC ME W     -    84,506.017   889,395.652   MT  0.99996805   -0 05 26.0
 OC1910;UTM  19      - 4,827,592.075   395,227.053   MT  0.99973502   -0 53 42.4
 OC1910
 OC1910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1910!SPC ME W     -   0.99999924  x   0.99996805  =   0.99996729
 OC1910!UTM  19      -   0.99999924  x   0.99973502  =   0.99973426
 OC1910
 OC1910:                Primary Azimuth Mark                     Grid Az
 OC1910:SPC ME W     -  PORTLAND ST JOSEPHS CONVENT              002 12 50.3
 OC1910:UTM  19      -  PORTLAND ST JOSEPHS CONVENT              003 01 06.7
 OC1910
 OC1910|---------------------------------------------------------------------|
 OC1910| PID    Reference Object                     Distance      Geod. Az  |
 OC1910|                                                           dddmmss.s |
 OC1910| OC1857 PORTLAND ST JOSEPHS CONVENT         APPROX. 9.5 KM 0020724.3 |
 OC1910| OC1864 SOUTH PORTLAND METH SPIRE           APPROX. 4.1 KM 0162803.1 |
 OC1910| OC1845 PORTLAND APT OBSTR LIGHT            APPROX. 6.1 KM 0170611.3 |
 OC1910| OC1815 PORTLAND CATH CATHEDRAL SPIRE       APPROX. 8.3 KM 0244908.4 |
 OC1910| OC1656 MUNJOY HILL OBSERVATORY             APPROX. 8.9 KM 0264848.6 |
 OC1910| CE8215 HASKELL RM 1                         16.811 METERS 23331     |
 OC1910| OC1911 HASKELL RM 2                          8.245 METERS 27449     |
 OC1910| OC1158 GORHAM                              APPROX. 6.2 KM 3285106.7 |
 OC1910| OC1796 WESTBROOK STACK                     APPROX.11.0 KM 3361348.0 |
 OC1910|---------------------------------------------------------------------|
 OC1910
 OC1910                          SUPERSEDED SURVEY CONTROL
 OC1910
 OC1910  NAD 83(1992)-  43 35 38.16353(N)    070 17 52.77329(W) AD(       ) 2
 OC1910  NAD 83(1986)-  43 35 38.16949(N)    070 17 52.77908(W) AD(       ) 2
 OC1910  NAD 27      -  43 35 37.87751(N)    070 17 54.61563(W) AD(       ) 2
 OC1910  NGVD 29 (07/19/86)   31.2    (m)          102.     (f) VERT ANG       
 OC1910
 OC1910.Superseded values are not recommended for survey control.
 OC1910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1910.See file dsdata.txt to determine how the superseded data were derived.
 OC1910
 OC1910_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9522727592(NAD 83)
 OC1910_MARKER: DD = SURVEY DISK
 OC1910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC1910_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC1910
 OC1910  HISTORY     - Date     Condition        Report By
 OC1910  HISTORY     - 1975     MONUMENTED       MEDT
 OC1910
 OC1910                          STATION DESCRIPTION
 OC1910
 OC1910'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975 (RCA)
 OC1910'THE STATION IS LOCATED IN THE TOWN OF SCARBOROUGH IN THE AREA
 OC1910'KNOWN AS PLEASANT HILL, 3-1/2 MILES SOUTH OF FORE RIVER, 2-1/2
 OC1910'MILES NORTH-NORTHWEST OF HIGGINS BEACH AND 4-1/2 MILES
 OC1910'NORTH-NORTHEAST OF PROUTS NECK.
 OC1910'
 OC1910'TO REACH THE STATION FROM THE U.S. POST OFFICE IN SCARBOROUGH, GO
 OC1910'NORTHEAST ON U.S. ROUTE 1 FOR 0.05 MILE TO THE INTERSECTION OF
 OC1910'STATE ROUTE 114, CONTINUE NORTHEAST ON U.S. ROUTE 1 FOR 1.75 MILES
 OC1910'TO A SIDE ROAD RIGHT (PLEASANT HILL ROAD), TURN RIGHT, GO SOUTH
 OC1910'ON PLEASANT HILL ROAD FOR 1.45 MILES TO A JUNCTION, TURN LEFT
 OC1910'CONTINUING SOUTHEAST ON PLEASANT HILL ROAD FOR 0.05 MILE TO THE
 OC1910'STATION ON THE LEFT NEAR THE TOP OF A GRAVEL PIT.
 OC1910'
 OC1910'THE STATION IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION DISK
 OC1910'STAMPED HASKELL 1975, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OC1910'CONCRETE POST THAT PROJECTS 1 INCH.  THE SUB-SURFACE STATION MARK
 OC1910'IS AN ALUMINUM DISK STAMPED HASKELL 1975, SET IN AN IRREGULAR
 OC1910'MASS OF CONCRETE ABOUT 30 INCHES BELOW THE GROUND.  IT IS 40.3
 OC1910'FEET NORTHWEST OF THE NORTHWEST CORNER OF A PORCH, 31.5 FEET
 OC1910'NORTHEAST OF A 12-INCH MAPLE, 115.0 FEET EAST OF THE CENTER LINE
 OC1910'OF THE PLEASANT HILL ROAD AND ABOUT 7 FEET HIGHER THAN THE
 OC1910'ROAD.
 OC1910'
 OC1910'REFERENCE MARK 1 IS A CROSS STAMPED IN THE TOP OF A 4-INCH WATER
 OC1910'PIPE.  THE PIPE IS STAMPED HASKELL RM 1 1975.  IT IS 71.0 FEET
 OC1910'WEST-NORTHWEST OF THE NORTHWEST CORNER OF A PORCH, 34.0 FEET
 OC1910'NORTHWEST OF A 12-INCH MAPLE, 59.0 FEET WEST OF THE CENTER LINE
 OC1910'OF THE PLEASANT HILL ROAD AND THE PIPE PROJECTS ABOUT 4.5 FEET
 OC1910'ABOVE THE GROUND.
 OC1910'
 OC1910'REFERENCE MARK 2 IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 OC1910'DISK STAMPED HASKELL RM 2 1975 WHICH IS FLUSH WITH THE GROUND.  IT
 OC1910'IS 62.9 FEET NORTHWEST OF THE NORTHWEST CORNER OF A PORCH, 41.6
 OC1910'FEET NORTH OF A 12-INCH MAPLE, 98.0 FEET EAST OF THE CENTER LINE
 OC1910'OF PLEASANT HILL ROAD AND ABOUT 1 FOOT LOWER THAN THE STATION.
 OC1910'
 OC1910'NO AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 OC1910'
 OC1910'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1553 ***********************************************************************
 OC1553  DESIGNATION -  HASKELL ISLAND
 OC1553  PID         -  OC1553
 OC1553  STATE/COUNTY-  ME/CUMBERLAND
 OC1553  USGS QUAD   -  SOUTH HARPSWELL (1975)
 OC1553
 OC1553                         *CURRENT SURVEY CONTROL
 OC1553  ___________________________________________________________________
 OC1553* NAD 83(1996)-  43 43 00.90879(N)    070 01 58.79518(W)     ADJUSTED  
 OC1553* NAVD 88     -        28.     (meters)      92.     (feet)  SCALED    
 OC1553  ___________________________________________________________________
 OC1553  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 OC1553  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 OC1553
 OC1553  HORZ ORDER  -  THIRD
 OC1553
 OC1553.The horizontal coordinates were established by classical geodetic methods
 OC1553.and adjusted by the National Geodetic Survey in March 1998..
 OC1553
 OC1553.The orthometric height was scaled from a topographic map.
 OC1553
 OC1553.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1553
 OC1553.The geoid height was determined by GEOID03.
 OC1553
 OC1553;                    North         East     Units Scale Factor Converg.
 OC1553;SPC ME W     -    98,170.112   910,771.485   MT  0.99996809   +0 05 32.6
 OC1553;UTM  19      - 4,840,950.892   416,787.286   MT  0.99968517   -0 42 50.2
 OC1553
 OC1553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1553!SPC ME W     -   0.99999970  x   0.99996809  =   0.99996779
 OC1553!UTM  19      -   0.99999970  x   0.99968517  =   0.99968487
 OC1553
 OC1553:                Primary Azimuth Mark                     Grid Az
 OC1553:SPC ME W     -  BAILEY IS CHIM CEN GR ROOF HSE           087 57 23.9
 OC1553:UTM  19      -  BAILEY IS CHIM CEN GR ROOF HSE           088 45 46.7
 OC1553
 OC1553|---------------------------------------------------------------------|
 OC1553| PID    Reference Object                     Distance      Geod. Az  |
 OC1553|                                                           dddmmss.s |
 OC1553| OC1555 BAILEY IS CHIM CEN GR ROOF HSE      APPROX. 2.4 KM 0880256.5 |
 OC1553| OB0472 BALD HEAD LEDGE BEACON              APPROX.14.6 KM 0975254.8 |
 OC1553| OC1527 MARK IS STONE BEACON                APPROX. 0.9 KM 1712025.3 |
 OC1553| OC1526 DUNKERS LEDGE BEACON                APPROX. 3.2 KM 1733825.8 |
 OC1553| OC1529 HALFWAY ROCK LIGHTHOUSE 1904        APPROX. 6.8 KM 1823712.4 |
 OC1553| OC1552 HALFWAY ROCK TRIPOD STRUCTURE       APPROX. 6.8 KM 1824512.1 |
 OC1553| OC1524 HALFWAY ROCK TRIPOD TOWER           APPROX. 6.8 KM 1825438.9 |
 OC1553| OC1567 WIRELESS TELEGRAPH POLE E OLD       APPROX.21.7 KM 2185159.4 |
 OC1553| OC1568 WIRELESS TELEGRAPH POLE W OLD       APPROX.21.7 KM 2185512.4 |
 OC1553| OC1600 CAPE ELIZABETH WEST LIGHTHOUSE      APPROX.21.8 KM 2185623.3 |
 OC1553| CE8213 HASKELL ISLAND RM 1                   8.746 METERS 22108     |
 OC1553| OC1706 RAM IS STUCCO HOUSE CHIMNEY         APPROX.15.3 KM 2341417.9 |
 OC1553| OC1612 SOUTH PORTLAND STANDPIPE            APPROX.19.2 KM 2412506.5 |
 OC1553| OC1533 EAGLE ISLAND HOUSE CHIMNEY          APPROX. 1.6 KM 2513303.9 |
 OC1553| OC1537 MINISTERIAL IS HOUSE CHIMNEY        APPROX. 3.5 KM 2655702.4 |
 OC1553| OC1535 STOCKMAN ISLAND BEACON              APPROX. 4.4 KM 2941759.7 |
 OC1553| OC1479 CHEBEAG IS HAMILTON HOTEL CHIM      APPROX. 6.8 KM 3071252.2 |
 OC1553| OC1481 S FREEPORT CASCO CASTLE TOWER       APPROX.13.0 KM 3304350.5 |
 OC1553| OC1523 HARPSWELL NECK BASIN PT CHIM        APPROX. 2.7 KM 3442555.3 |
 OC1553| CE8214 HASKELL ISLAND RM 2                   4.929 METERS 35744     |
 OC1553|---------------------------------------------------------------------|
 OC1553
 OC1553                          SUPERSEDED SURVEY CONTROL
 OC1553
 OC1553  NAD 83(1992)-  43 43 00.90673(N)    070 01 58.79534(W) AD(       ) 3
 OC1553  NAD 83(1986)-  43 43 00.91263(N)    070 01 58.80070(W) AD(       ) 3
 OC1553  NAD 27      -  43 43 00.61000(N)    070 02 00.63100(W) AD(       ) 3
 OC1553
 OC1553.Superseded values are not recommended for survey control.
 OC1553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1553.See file dsdata.txt to determine how the superseded data were derived.
 OC1553
 OC1553_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ1678740951(NAD 83)
 OC1553_MARKER: DS = TRIANGULATION STATION DISK
 OC1553_SETTING: 80 = SET IN A BOULDER
 OC1553_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 OC1553
 OC1553  HISTORY     - Date     Condition        Report By
 OC1553  HISTORY     - 1854     MONUMENTED       CGS
 OC1553  HISTORY     - 1911     GOOD             CGS
 OC1553  HISTORY     - 1933     GOOD             CGS
 OC1553  HISTORY     - 1941     GOOD             CGS
 OC1553  HISTORY     - 1979     GOOD             LOCENG
 OC1553
 OC1553                          STATION DESCRIPTION
 OC1553
 OC1553'DESCRIBED BY COAST AND GEODETIC SURVEY 1911
 OC1553'STATION IS ON THE HIGHEST PART OF THE ISLAND OF THAT NAME AND
 OC1553'NEAR ITS SW END.  THE ISLAND IS ON THE W SIDE OF MERICONEAG
 OC1553'SOUND AND IN THE PROLONGATION OF HARPSWELL NECK, AND ABOUT
 OC1553'4 MILES NNE OF HALFWAY ROCK LIGHT.  THE S END OF THE ISLAND IS
 OC1553'BARE OF TREES AND ROCK SHOWS IN MANY PLACES, AS THE SOIL IS
 OC1553'THIN.  THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 OC1553'WEDGED IN DRILL HOLES IN BOULDERS.  THE REFERENCE MARK IS IN A
 OC1553'BARE LEDGE 4.93 METERS N OF THE STATION.
 OC1553
 OC1553                          STATION RECOVERY (1933)
 OC1553
 OC1553'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1553'STATION IS ON HASKELL ISLAND WHICH IS A PROLONGATION OF
 OC1553'HARPSWELL NECK E OF BROAD SOUND, W OF MERICONEAG SOUND, AND
 OC1553'ABOUT FOUR MILES NNE OF HALFWAY ROCK LIGHTHOUSE.  STATION IS ON
 OC1553'THE HIGHEST POINT OF THE ISLAND, N OF A VALLEY WHICH RUNS ACROSS
 OC1553'THE S END, AND IS ON THE CENTER OF A HIGH RIDGE.  IT IS ON A
 OC1553'LEDGE WHICH HAS A BARE AREA OF ONLY 0.2 METER SQUARE, BUT
 OC1553'THERE IS A LARGE BARE LEDGE 10 METERS N AND ANOTHER BARE LEDGE
 OC1553'5 METERS SE.  THERE IS A CEDAR BUSH 2 METERS HIGH 16 METERS S
 OC1553'OF THE STATION.
 OC1553'
 OC1553'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 OC1553'WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.
 OC1553'
 OC1553'REFERENCE MARK NO. 1 (1933) IS SW OF THE STATION AND ON THE
 OC1553'HIGHEST POINT SW OF THE STATION.
 OC1553'
 OC1553'REFERENCE MARK NO. 2 (1911) IS NW OF THE STATION AND ON THE W
 OC1553'SIDE OF THE RIDGE AND IN A LARGE BARE LEDGE.
 OC1553'
 OC1553'HEIGHT OF SIGNAL ABOVE STATION MARK - 3.94 METERS.
 OC1553
 OC1553                          STATION RECOVERY (1941)
 OC1553
 OC1553'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FLP)
 OC1553'RECOVERED AS DESCRIBED IN 1933.
 OC1553
 OC1553                          STATION RECOVERY (1979)
 OC1553
 OC1553'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979 (DAM)
 OC1553'STATION RECOVERED BY WHITMAN AND HOWARD, INC.
 OC1553'
 OC1553'HASKEL ISLAND THE MARK IS NOT SOLID, I SUGGEST THE POINT BE
 OC1553'REMORTARED.
 OC1553'
 OC1553'THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1911 ***********************************************************************
 OC1911  DESIGNATION -  HASKELL RM 2
 OC1911  PID         -  OC1911
 OC1911  STATE/COUNTY-  ME/CUMBERLAND
 OC1911  USGS QUAD   -  PROUTS NECK (1978)
 OC1911
 OC1911                         *CURRENT SURVEY CONTROL
 OC1911  ___________________________________________________________________
 OC1911* NAD 83(1996)-  43 35 38.18729(N)    070 17 53.13857(W)     ADJUSTED  
 OC1911* NAVD 88     -        30.8    (meters)     101.     (feet)  VERTCON   
 OC1911  ___________________________________________________________________
 OC1911  LAPLACE CORR-           3.48  (seconds)                    DEFLEC99
 OC1911  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 OC1911
 OC1911  HORZ ORDER  -  SECOND
 OC1911
 OC1911.The horizontal coordinates were established by classical geodetic methods
 OC1911.and adjusted by the National Geodetic Survey in March 1998..
 OC1911
 OC1911.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC1911.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC1911
 OC1911.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1911
 OC1911.The geoid height was determined by GEOID03.
 OC1911
 OC1911;                    North         East     Units Scale Factor Converg.
 OC1911;SPC ME W     -    84,506.721   889,387.438   MT  0.99996805   -0 05 26.2
 OC1911;UTM  19      - 4,827,592.894   395,218.850   MT  0.99973505   -0 53 42.6
 OC1911
 OC1911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1911!SPC ME W     -   0.99999927  x   0.99996805  =   0.99996732
 OC1911!UTM  19      -   0.99999927  x   0.99973505  =   0.99973432
 OC1911
 OC1911|---------------------------------------------------------------------|
 OC1911| PID    Reference Object                     Distance      Geod. Az  |
 OC1911|                                                           dddmmss.s |
 OC1911| OC1910 HASKELL                               8.245 METERS 09449     |
 OC1911| OC1158 GORHAM                              APPROX. 6.2 KM 3285447.7 |
 OC1911|---------------------------------------------------------------------|
 OC1911
 OC1911                          SUPERSEDED SURVEY CONTROL
 OC1911
 OC1911  NAD 83(1992)-  43 35 38.18594(N)    070 17 53.13957(W) AD(       ) 2
 OC1911  NAD 83(1986)-  43 35 38.19190(N)    070 17 53.14536(W) AD(       ) 2
 OC1911  NAD 27      -  43 35 37.89992(N)    070 17 54.98186(W) AD(       ) 2
 OC1911  NGVD 29 (07/19/86)   31.0    (m)          102.     (f) VERT ANG       
 OC1911
 OC1911.Superseded values are not recommended for survey control.
 OC1911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1911.See file dsdata.txt to determine how the superseded data were derived.
 OC1911
 OC1911_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9521927593(NAD 83)
 OC1911_MARKER: DD = SURVEY DISK
 OC1911_SETTING: 0 = UNSPECIFIED SETTING
 OC1911
 OC1911  HISTORY     - Date     Condition        Report By
 OC1911  HISTORY     - 1975     MONUMENTED       MEDT
 OC1911
 OC1911                          STATION DESCRIPTION
 OC1911
 OC1911'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 OC1911'MARK IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION DISK STAMPED
 OC1911'HASKELL RM 2 1975 WHICH IS FLUSH WITH THE GROUND.  IT IS 62.9 FEET
 OC1911'NORTHWEST OF THE NORTHWEST CORNER OF A PORCH, 41.6 FEET NORTH OF A
 OC1911'12 INCH MAPLE, 98.0 FEET EAST OF THE CENTER LINE OF PLEASANT HILL
 OC1911'ROAD AND ABOUT 1 FOOT LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0729 ***********************************************************************
 PE0729  DESIGNATION -  HASTY
 PE0729  PID         -  PE0729
 PE0729  STATE/COUNTY-  ME/PENOBSCOT
 PE0729  USGS QUAD   -  NEWPORT (1982)
 PE0729
 PE0729                         *CURRENT SURVEY CONTROL
 PE0729  ___________________________________________________________________
 PE0729* NAD 83(1996)-  44 49 12.95420(N)    069 15 21.75351(W)     ADJUSTED  
 PE0729* NAVD 88     -        83.241  (meters)     273.10   (feet)  ADJUSTED  
 PE0729  ___________________________________________________________________
 PE0729  LAPLACE CORR-           2.78  (seconds)                    DEFLEC99
 PE0729  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 PE0729  DYNAMIC HT  -          83.238 (meters)     273.09  (feet)  COMP
 PE0729  MODELED GRAV-     980,573.5   (mgal)                       NAVD 88
 PE0729
 PE0729  HORZ ORDER  -  SECOND
 PE0729  VERT ORDER  -  FIRST     CLASS I
 PE0729
 PE0729.The horizontal coordinates were established by classical geodetic methods
 PE0729.and adjusted by the National Geodetic Survey in March 1998..
 PE0729
 PE0729.The orthometric height was determined by differential leveling
 PE0729.and adjusted by the National Geodetic Survey in June 1991..
 PE0729.WARNING-Repeat measurements at this control monument indicate possible
 PE0729.vertical movement.
 PE0729
 PE0729.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE0729
 PE0729.The geoid height was determined by GEOID03.
 PE0729
 PE0729.The dynamic height is computed by dividing the NAVD 88
 PE0729.geopotential number by the normal gravity value computed on the
 PE0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0729.degrees latitude (g = 980.6199 gals.).
 PE0729
 PE0729.The modeled gravity was interpolated from observed gravity values.
 PE0729
 PE0729;                    North         East     Units Scale Factor Converg.
 PE0729;SPC ME E     -   128,449.648   240,208.321   MT  0.99994395   -0 31 58.6
 PE0729;SPC ME W     -   221,161.819   972,021.567   MT  1.00003043   +0 38 30.9
 PE0729;UTM  19      - 4,963,016.324   479,756.931   MT  0.99960504   -0 10 49.7
 PE0729
 PE0729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE0729!SPC ME E     -   0.99999090  x   0.99994395  =   0.99993485
 PE0729!SPC ME W     -   0.99999090  x   1.00003043  =   1.00002133
 PE0729!UTM  19      -   0.99999090  x   0.99960504  =   0.99959594
 PE0729
 PE0729|---------------------------------------------------------------------|
 PE0729| PID    Reference Object                     Distance      Geod. Az  |
 PE0729|                                                           dddmmss.s |
 PE0729| PE0730 HASTY RM 1                           24.980 METERS 00218     |
 PE0729| PE1676 MOOSEHEAD RESET                     APPROX. 3.1 KM 1211455.8 |
 PE0729| PE0731 HASTY AZ MK                                        1671237.5 |
 PE0729| PE0728 HASTY RM 2                           27.385 METERS 25435     |
 PE0729| PE2249 NEWPORT HOOD AND SONS STACK         APPROX. 2.2 KM 3144537.9 |
 PE0729| PE2245 NEWPORT DANIEL E CUMMINGS TANK      APPROX. 2.0 KM 3165804.2 |
 PE0729| PE2248 NEWPORT WATER WORKS TANK            APPROX. 4.1 KM 3215239.8 |
 PE0729|---------------------------------------------------------------------|
 PE0729
 PE0729                          SUPERSEDED SURVEY CONTROL
 PE0729
 PE0729  NAD 83(1992)-  44 49 12.95118(N)    069 15 21.74907(W) AD(       ) 2
 PE0729  NAD 83(1986)-  44 49 12.95304(N)    069 15 21.75874(W) AD(       ) 2
 PE0729  NAD 27      -  44 49 12.71940(N)    069 15 23.57660(W) AD(       ) 2
 PE0729  NGVD 29 (??/??/92)   83.462  (m)          273.82   (f) ADJ UNCH    1 1
 PE0729
 PE0729.Superseded values are not recommended for survey control.
 PE0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0729.See file dsdata.txt to determine how the superseded data were derived.
 PE0729
 PE0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK7975763016(NAD 83)
 PE0729_MARKER: DS = TRIANGULATION STATION DISK
 PE0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0729_STAMPING: HASTY 1958
 PE0729_MARK LOGO: CGS   
 PE0729_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0729+STABILITY: SURFACE MOTION
 PE0729
 PE0729  HISTORY     - Date     Condition        Report By
 PE0729  HISTORY     - 1958     MONUMENTED       CGS
 PE0729  HISTORY     - 1966     GOOD             CGS
 PE0729  HISTORY     - 1966     GOOD             NGS
 PE0729  HISTORY     - 19810903 GOOD             NGS
 PE0729  HISTORY     - 1984     GOOD             USPSQD
 PE0729  HISTORY     - 1989     GOOD             USPSQD
 PE0729
 PE0729                          STATION DESCRIPTION
 PE0729
 PE0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 PE0729'STATION IS LOCATED ABOUT 1-1/2 MILE SOUTHEAST OF NEWPORT, 0.75
 PE0729'MILE EAST OF THE EAST BRANCH SEBASTICOOK RIVER AND 1/4 MILE
 PE0729'SOUTH-SOUTHEAST OF HASTY CORNER.  STATION 14 FEET EAST OF WITNESS
 PE0729'POST, 40 FEET SOUTH OF 8 INCH TREE, 57 FEET SOUTHEAST OF SOUTHEAST
 PE0729'CORNER OF LARGE CHICKEN BARN AND 27 FEET NORTH OF NORTH EDGE
 PE0729'OF FIELD.  MARK PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND
 PE0729'AND THE DISK IS STAMPED HASTY 1958.
 PE0729'
 PE0729'R.M. NO. 1 IS 56 FEET EAST OF EAST SIDE OF LARGE CHICKEN BARN,
 PE0729'42 FEET NORTH-NORTHEAST OF 8 INCH TREE AND 70 FEET SOUTH OF
 PE0729'APPROXIMATE CENTERLINE OF FIELD ROAD.  THE MARK IS 2 INCHES BELOW
 PE0729'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED HASTY NO. 1
 PE0729'1958.
 PE0729'
 PE0729'R.M. NO. 2 IS 76 FEET WEST OF WITNESS POST, 68 FEET SOUTH OF SOUTH
 PE0729'SIDE OF LARGE CHICKEN BARN AND 78 FEET EAST OF A LARGE GARAGE.  THE
 PE0729'MARK IS SET FLUSH AND THE DISK IS STAMPED HASTY NO. 2 1958.
 PE0729'
 PE0729'AZIMUTH MARK IS REACHED BY GOING SOUTH FROM FRONT OF HOUSE
 PE0729'ALONG ROCK FENCE FOR 0.15 MILE TO OPENING ON LEFT, TURN LEFT
 PE0729'THROUGH ROCK FENCE OPENING AND GO 0.05 MILE TO AZIMUTH MARK ON
 PE0729'RIGHT, 2-1/2 FEET NORTHEAST OF 8 INCH TREE, 4 FEET SOUTHWEST
 PE0729'OF 6 INCH TREE, 9-1/2 FEET SOUTHEAST OF WITNESS POST AND 12 FEET
 PE0729'SOUTH OF FENCE LINE.  MARK PROJECTS 4 INCHES AND THE DISK IS
 PE0729'STAMPED HASTY 1958.
 PE0729'
 PE0729'TO REACH FROM THE BRIDGE OVER THE EAST BRANCH SEBASTICOOK RIVER
 PE0729'IN NEWPORT, GO EAST ON U.S. HIGHWAY NO. 2 AND STATE HIGHWAY
 PE0729'100 FOR 1.1 MILES TO SIDE ROAD RIGHT AND HALF-WAY RESTAURANT ON
 PE0729'LEFT, TURN RIGHT AND GO SOUTH FOR 0.25 MILE TO DRIVEWAY ON LEFT
 PE0729'LEADING TO FARM HOUSE.  TURN LEFT AND GO 0.1 MILE TO FORK IN
 PE0729'FRONT OF HOUSE, TAKE LEFT FORK AND GO 0.5 MILE TO STATION ON
 PE0729'RIGHT AS DESCRIBED.
 PE0729'
 PE0729'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 PE0729
 PE0729                          STATION RECOVERY (1966)
 PE0729
 PE0729'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (RRG)
 PE0729'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE.
 PE0729
 PE0729                          STATION RECOVERY (1966)
 PE0729
 PE0729'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 PE0729'1.2 MI SE FROM NEWPORT.
 PE0729'0.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 2 FROM THE CROSSING OF
 PE0729'THE MAINE CENTRAL RAILROAD, THENCE ABOUT 0.2 MILE SOUTH ALONG
 PE0729'A BLACK TOPPED ROAD, THENCE ABOUT 0.1 MILE EAST ALONG A
 PE0729'GRAVELED ROAD, ABOUT 60 YARDS SOUTHEAST OF A LARGE FARM HOUSE,
 PE0729'169 FEET EAST OF THE NORTHEAST CORNER OF A TWO CAR GARAGE, 62
 PE0729'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF AN OLD TWO-STORIED
 PE0729'CHICKEN HOUSE, 40 FEET SOUTH OF A LONE 6-INCH MAPLE TREE, AND
 PE0729'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 PE0729
 PE0729                          STATION RECOVERY (1981)
 PE0729
 PE0729'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 PE0729'THE STATION MARK, REFERENCE MARK 2, AND AZIMUTH MARK WERE RECOVERED IN
 PE0729'GOOD CONDITION.  THE STEM FOR REFERENCE MARK 1 WAS ALSO RECOVERED AND
 PE0729'A NEW DISK WAS SET IN THE EXACT CENTER OF THE STEM.  THE DIRECTION TO
 PE0729'THE REFERENCE MARKS CHECKED.  THE DISTANCE TO REFERENCE MARK 2 CHECKED
 PE0729'BUT A LONGER DISTANCE OF 0.013 M (0.043 FT) WAS NOTED TO REFERENCE
 PE0729'MARK 1.  A NEW DESCRIPTION FOLLOWS.
 PE0729' 
 PE0729'THE STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) SOUTHEAST OF NEWPORT,
 PE0729'1.2 KM (0.75 MI) EAST OF THE EAST BRANCH OF THE SEBASTI COOK RIVER AND
 PE0729'0.4 KM (0.25 MI) SOUTH SOUTHEAST OF HASTY CORNERS.  TO REACH THE
 PE0729'STATION FROM THE POST OFFICE IN NEWPORT, GO EAST ON US HIGHWAY 2 AND
 PE0729'STATE HIGHWAYS 100 AND 7 FOR 2.4 KM (1.50 MI) TO A SIDE ROAD RIGHT.
 PE0729'TURN RIGHT AND GO SOUTH ON A PAVED ROAD FOR 0.3 KM (0.20 MI) TO A
 PE0729'DRIVEWAY ON THE LEFT.  TURN LEFT AND FOLLOW PAVED DRIVEWAY EAST, SOUTH
 PE0729'AND EAST FOR 0.2 KM (0.10 MI) TO A FARMHOUSE AND THE STATION IN THE
 PE0729'YARD TO THE SOUTHEAST OF THE HOUSE.
 PE0729' 
 PE0729'THE STATION IS A STANDARD NGS DISK STAMPED--HASTY 1958--, SET INTO THE
 PE0729'TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES OR 30 CM ON SIDE
 PE0729'PROJECTING 2 INCHES OR 5 CM ABOVE THE GROUND LOCATED 169.0 FT (51.5 M)
 PE0729'E FROM THE NORTHEAST CORNER OF A GARAGE, 138.0 FT (42.1 M) SE FROM THE
 PE0729'SOUTHEAST CORNER OF THE HOUSE, 40.5 FT (12.3 M) SSW FROM A LONE
 PE0729'12-INCH MAPLE TREE, 40.0 FT (12.2 M) W FROM THE EAST EDGE OF YARD, AND
 PE0729'33.0 FT (10.1 M) N FROM THE SOUTH EDGE OF YARD.  REFERENCE MARK NO 1
 PE0729'IS A STANDARD NGS DISK STAMPED--HASTY 1958 NO 1 1981--, SET INTO THE
 PE0729'TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES OR 30 CM ON SIDE FLUSH
 PE0729'WITH GROUND LOCATED 125.5 FT (38.3 M) E FROM THE SOUTHEAST CORNER OF
 PE0729'HOUSE, 83.0 FT (25.3 M) ESE FROM A GAS PUMP AND PIPE THAT PROJECTS 4
 PE0729'FT (1.2 M) , 42.0 FT (12.8 M) NNE FROM THE LONE MAPLE TREE, AND 0.5 FT
 PE0729'(15.2 CM) LOWER THAN THE STATION.  REFERENCE MARK NO 2 IS A STANDARD
 PE0729'NGS DISK STAMPED--HASTY NO 2 1958---, SET INTO THE TOP OF A SQUARE
 PE0729'CONCRETE MONUMENT 12 INCHES OR 30 CM ON SIDE RECESSED 2 INCHES OR 5 CM
 PE0729'BELOW THE GROUND LOCATED 96.5 FT (29.4 M) S FROM THE SOUTHEAST CORNER
 PE0729'OF THE HOUSE, 83.0 FT (25.3 M) ESE FROM THE NORTHEAST CORNER OF
 PE0729'GARAGE, 82.0 FT (25.0 M) ENE FROM THE SOUTHEAST CORNER OF GARAGE, AND
 PE0729'2.0 FT (0.6 M) LOWER THAN THE STATION.  AZIMUTH MARK NO 1 IS A
 PE0729'STANDARD NGS DISK STAMPED--HASTY 1958--, SET INTO ROCK OUTCROP 3.0 FT
 PE0729'(0.9 M) LARGEST DIMENSION LOCATED 12.0 FT (3.7 M) S FROM THE NORTH
 PE0729'EDGE OF WOODED AREA, 9.0 FT (2.7 M) SE FROM A METAL WITNESS POST, 4.0
 PE0729'FT (1.2 M) SW FROM A MULTI-TRUNKED TREE, 3.0 FT (0.9 M) E FROM A
 PE0729'MULTI-TRUNKED TREE, AND 1.0 FT (0.3 M) N FROM THE NORTH SIDE OF A
 PE0729'LARGE BOULDER.  TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH
 PE0729'ON A FIELD ROAD FOR 0.2 KM (0.10 MI) TO A CLUMP OF TREES AND THE MARK
 PE0729'AT THE WEST END OF THE TREES.
 PE0729
 PE0729                          STATION RECOVERY (1984)
 PE0729
 PE0729'RECOVERY NOTE BY US POWER SQUADRON 1984 (ELG)
 PE0729'HASTY 1958 RECOVERED GOOD.
 PE0729'
 PE0729'1966 DESCRIPTION GOOD EXCEPT THE CHICKEN HOUSE IS GONE, BURNED IN
 PE0729'1975..  STATION IS IN THE LAWN EAST OF THE FARM HOUSE OF THE SETH
 PE0729'BRADSTREET AND SON FARM.  THIS IS BOTH A HORIZONTAL AND VERTICAL
 PE0729'CONTROL POINT.
 PE0729
 PE0729                          STATION RECOVERY (1989)
 PE0729
 PE0729'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELG)
 PE0729'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0731 ***********************************************************************
 PE0731  DESIGNATION -  HASTY AZ MK
 PE0731  PID         -  PE0731
 PE0731  STATE/COUNTY-  ME/PENOBSCOT
 PE0731  USGS QUAD   -  NEWPORT (1982)
 PE0731
 PE0731                         *CURRENT SURVEY CONTROL
 PE0731  ___________________________________________________________________
 PE0731* NAD 83(1986)-  44 49 13.     (N)    069 15 22.     (W)     SCALED    
 PE0731* NAVD 88     -        80.747  (meters)     264.92   (feet)  ADJUSTED  
 PE0731  ___________________________________________________________________
 PE0731  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 PE0731  DYNAMIC HT  -          80.744 (meters)     264.91  (feet)  COMP
 PE0731  MODELED GRAV-     980,573.5   (mgal)                       NAVD 88
 PE0731
 PE0731  VERT ORDER  -  FIRST     CLASS I
 PE0731
 PE0731.The horizontal coordinates were scaled from a topographic map and have
 PE0731.an estimated accuracy of +/- 6 seconds.
 PE0731
 PE0731.The orthometric height was determined by differential leveling
 PE0731.and adjusted by the National Geodetic Survey in June 1991..
 PE0731
 PE0731.The geoid height was determined by GEOID03.
 PE0731
 PE0731.The dynamic height is computed by dividing the NAVD 88
 PE0731.geopotential number by the normal gravity value computed on the
 PE0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0731.degrees latitude (g = 980.6199 gals.).
 PE0731
 PE0731.The modeled gravity was interpolated from observed gravity values.
 PE0731
 PE0731;                    North         East    Units  Estimated Accuracy
 PE0731;SPC ME E     -   128,450.      240,200.      MT  (+/- 180 meters Scaled)
 PE0731
 PE0731                          SUPERSEDED SURVEY CONTROL
 PE0731
 PE0731  NGVD 29 (??/??/92)   80.97   (m)          265.6    (f) COMPUTED    1 1
 PE0731
 PE0731.Superseded values are not recommended for survey control.
 PE0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0731.See file dsdata.txt to determine how the superseded data were derived.
 PE0731
 PE0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK797630(NAD 83)
 PE0731_MARKER: DZ = AZIMUTH MARK DISK
 PE0731_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 PE0731_SP_SET: UNSPECIFIED ROCK
 PE0731_STAMPING: HASTY 1958
 PE0731_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0731
 PE0731  HISTORY     - Date     Condition        Report By
 PE0731  HISTORY     - 1958     MONUMENTED       CGS
 PE0731  HISTORY     - 1966     GOOD             NGS
 PE0731  HISTORY     - 1989     GOOD             USPSQD
 PE0731
 PE0731                          STATION DESCRIPTION
 PE0731
 PE0731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0731'1.4 MI SE FROM NEWPORT.
 PE0731'0.9 MILE SOUTHEAST ALONG U.S. HIGHWAY 2 FROM THE CROSSING OF THE
 PE0731'MAINE CENTRAL RAILROAD AT NEWPORT, THENCE 0.2 MILE SOUTH ALONG
 PE0731'A BLACK TOPPED ROAD, THENCE ABOUT 0.1 MILE EAST ALONG A GRAVELED
 PE0731'ROAD, THENCE ABOUT 0.2 MILE SOUTH CROSS-COUNTRY, NEAR THE WEST
 PE0731'CORNER OF A SMALL STAND OF BIRCH TREES, ALONG THE NORTH SIDE OF
 PE0731'A POWER LINE CLEARING, 53 YARDS NORTHWEST OF POWER POLE SEC 35-79,
 PE0731'IN THE TOP OF A ROCK THAT THE EXPOSED PORTION IS ABOUT
 PE0731'2 1/2-BY-3-FOOT AND PROJECTS 1/2-FOOT, 9.0 FEET SOUTHEAST OF A
 PE0731'METAL WITNESS POST, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE
 PE0731'FIELD.  NOTE-- AN ATTEMPT HAS BEEN MADE TO PRY OUT THE DISK.
 PE0731
 PE0731                          STATION RECOVERY (1989)
 PE0731
 PE0731'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELG)
 PE0731'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0728 ***********************************************************************
 PE0728  DESIGNATION -  HASTY RM 2
 PE0728  PID         -  PE0728
 PE0728  STATE/COUNTY-  ME/PENOBSCOT
 PE0728  USGS QUAD   -  NEWPORT (1982)
 PE0728
 PE0728                         *CURRENT SURVEY CONTROL
 PE0728  ___________________________________________________________________
 PE0728* NAD 83(1986)-  44 49 12.     (N)    069 15 21.     (W)     SCALED    
 PE0728* NAVD 88     -        82.800  (meters)     271.65   (feet)  ADJUSTED  
 PE0728  ___________________________________________________________________
 PE0728  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 PE0728  DYNAMIC HT  -          82.797 (meters)     271.64  (feet)  COMP
 PE0728  MODELED GRAV-     980,573.5   (mgal)                       NAVD 88
 PE0728
 PE0728  VERT ORDER  -  FIRST     CLASS I
 PE0728
 PE0728.The horizontal coordinates were scaled from a topographic map and have
 PE0728.an estimated accuracy of +/- 6 seconds.
 PE0728
 PE0728.The orthometric height was determined by differential leveling
 PE0728.and adjusted by the National Geodetic Survey in June 1991..
 PE0728.WARNING-Repeat measurements at this control monument indicate possible
 PE0728.vertical movement.
 PE0728
 PE0728.The geoid height was determined by GEOID03.
 PE0728
 PE0728.The dynamic height is computed by dividing the NAVD 88
 PE0728.geopotential number by the normal gravity value computed on the
 PE0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0728.degrees latitude (g = 980.6199 gals.).
 PE0728
 PE0728.The modeled gravity was interpolated from observed gravity values.
 PE0728
 PE0728;                    North         East    Units  Estimated Accuracy
 PE0728;SPC ME E     -   128,420.      240,230.      MT  (+/- 180 meters Scaled)
 PE0728
 PE0728                          SUPERSEDED SURVEY CONTROL
 PE0728
 PE0728  NGVD 29 (??/??/92)   83.021  (m)          272.38   (f) ADJ UNCH    1 1
 PE0728
 PE0728.Superseded values are not recommended for survey control.
 PE0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0728.See file dsdata.txt to determine how the superseded data were derived.
 PE0728
 PE0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK797629(NAD 83)
 PE0728_MARKER: DR = REFERENCE MARK DISK
 PE0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0728_STAMPING: HASTY NO 2 1958
 PE0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0728+STABILITY: SURFACE MOTION
 PE0728
 PE0728  HISTORY     - Date     Condition        Report By
 PE0728  HISTORY     - 1958     MONUMENTED       CGS
 PE0728  HISTORY     - 1966     GOOD             NGS
 PE0728  HISTORY     - 1989     GOOD             USPSQD
 PE0728
 PE0728                          STATION DESCRIPTION
 PE0728
 PE0728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0728'1.2 MI SE FROM NEWPORT.
 PE0728'0.9 MILE SOUTHEAST ALONG U.S. HIGHWAY 2 FROM THE CROSSING OF THE
 PE0728'MAINE CENTRAL RAILROAD AT NEWPORT, THENCE ABOUT 0.2 MILE SOUTH
 PE0728'ALONG A BLACK TOPPED ROAD, THENCE ABOUT 0.1 MILE EAST ALONG A
 PE0728'GRAVELED DRIVE, 83 FEET SOUTHEAST OF THE NORTHEAST CORNER OF A
 PE0728'TWO CAR GARAGE, 75 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF AN
 PE0728'OLD TWO-STORIED CHICKEN HOUSE, 89.9 FEET WEST OF TRIANGULATION
 PE0728'STATION HASTY DESCRIBED, AND SET IN THE TOP OF A CONCRETE POST
 PE0728'ABOUT 0.1 FOOT UNDERGROUND.
 PE0728
 PE0728                          STATION RECOVERY (1989)
 PE0728
 PE0728'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELG)
 PE0728'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1997 ***********************************************************************
 PE1997  DESIGNATION -  HAT ISLAND
 PE1997  PID         -  PE1997
 PE1997  STATE/COUNTY-  ME/HANCOCK
 PE1997  USGS QUAD   -  STINSON NECK (1983)
 PE1997
 PE1997                         *CURRENT SURVEY CONTROL
 PE1997  ___________________________________________________________________
 PE1997* NAD 83(1996)-  44 08 34.77030(N)    068 30 06.73945(W)     ADJUSTED  
 PE1997* NAVD 88     -        34.     (meters)     112.     (feet)  SCALED    
 PE1997  ___________________________________________________________________
 PE1997  LAPLACE CORR-           4.56  (seconds)                    DEFLEC99
 PE1997  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 PE1997
 PE1997  HORZ ORDER  -  SECOND
 PE1997
 PE1997.The horizontal coordinates were established by classical geodetic methods
 PE1997.and adjusted by the National Geodetic Survey in March 1998..
 PE1997
 PE1997.The orthometric height was scaled from a topographic map.
 PE1997
 PE1997.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1997
 PE1997.The geoid height was determined by GEOID03.
 PE1997
 PE1997;                    North         East     Units Scale Factor Converg.
 PE1997;SPC ME E     -    52,919.372   299,850.225   MT  0.99990000   -0 00 04.7
 PE1997;UTM  19      - 4,887,875.437   539,840.939   MT  0.99961952   +0 20 48.9
 PE1997
 PE1997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1997!SPC ME E     -   0.99999855  x   0.99990000  =   0.99989855
 PE1997!UTM  19      -   0.99999855  x   0.99961952  =   0.99961807
 PE1997
 PE1997|---------------------------------------------------------------------|
 PE1997| PID    Reference Object                     Distance      Geod. Az  |
 PE1997|                                                           dddmmss.s |
 PE1997| CE7972 HAT ISLAND RM 1                       9.125 METERS 02850     |
 PE1997| PE2021 ISLE AU HAUT                        APPROX.12.5 KM 2274923.3 |
 PE1997| PE2005 HALIBUT ROCKS BEACON                APPROX. 2.1 KM 2424423.1 |
 PE1997| PE2025 COLBY LEDGE BEACON                  APPROX. 7.6 KM 2533101.6 |
 PE1997| PE2051 CROTCH ISLAND STACK                 APPROX.13.9 KM 2712449.8 |
 PE1997| CE7973 HAT ISLAND RM 2                       8.830 METERS 28217     |
 PE1997| PE2004 WHITMORE NECK BELFRY ON SCHOOL      APPROX.10.8 KM 2962640.1 |
 PE1997| PE2001 LONG LEDGE BEACON                   APPROX. 5.5 KM 3181700.0 |
 PE1997| PE1996 EGG ROCK BEACON                     APPROX. 4.7 KM 3530447.0 |
 PE1997|---------------------------------------------------------------------|
 PE1997
 PE1997                          SUPERSEDED SURVEY CONTROL
 PE1997
 PE1997  NAD 83(1992)-  44 08 34.78025(N)    068 30 06.72372(W) AD(       ) 2
 PE1997  NAD 83(1986)-  44 08 34.78196(N)    068 30 06.72914(W) AD(       ) 2
 PE1997  NAD 27      -  44 08 34.48900(N)    068 30 08.65000(W) AD(       ) 2
 PE1997
 PE1997.Superseded values are not recommended for survey control.
 PE1997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1997.See file dsdata.txt to determine how the superseded data were derived.
 PE1997
 PE1997_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ3984187875(NAD 83)
 PE1997
 PE1997  HISTORY     - Date     Condition        Report By
 PE1997  HISTORY     - 1907     MONUMENTED       CGS
 PE1997  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE1997  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE1997  HISTORY     - 1949     SEE DESCRIPTION  CGS
 PE1997  HISTORY     - 1956     SEE DESCRIPTION  CGS
 PE1997
 PE1997                          STATION DESCRIPTION
 PE1997
 PE1997'DESCRIBED BY COAST AND GEODETIC SURVEY 1907 (NHH)
 PE1997'ON THE SMALL ISLAND OF THAT NAME LYING ON THE E SIDE OF JERICHO
 PE1997'BAY CLOSE TO THE SW END OF SWAN ISLAND.
 PE1997'
 PE1997'THE STATION IS NOT ON THE HIGHEST POINT BUT 27.83 FEET
 PE1997'WESTERLY THEREFROM, AND IS MARKED BY A HOLE DRILLED IN A ROCK.
 PE1997'
 PE1997'A REFERENCE MARK IS ON THE HIGHEST PART OF THE LEDGE AND
 PE1997'CONSISTS OF A TRIANGLE CUT IN THE ROCK.
 PE1997
 PE1997                          STATION RECOVERY (1934)
 PE1997
 PE1997'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1997'THIS STATION IS ON HAT ISLAND, WHICH LIES IN THE E SIDE OF
 PE1997'JERICHO BAY CLOSE TO THE SW END OF SWAN ISLAND.  THE STATION,
 PE1997'MARKED BY A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN
 PE1997'OUTCROPPING BEDROCK, IS ABOUT 9 METERS W OF THE HIGHEST PART
 PE1997'OF THE SOUTHERLY END OF A RIDGE ON THE HIGHEST PART OF THE
 PE1997'ISLAND.  THE HIGHEST POINT ON THE ISLAND IS ON THE NORTHERLY
 PE1997'END OF THIS RIDGE.  THE STATION IS 27.8 FEET W OF A SMALL
 PE1997'TRIANGULARLY-SHAPED DEPRESSION IN THE LEDGE ON THE SOUTHERLY
 PE1997'END OF THE RIDGE, IN A HOLLOW IN THE LEDGE AND WILL UNDOUBTEDLY
 PE1997'SOON BE COVERED WITH DIRT.
 PE1997'
 PE1997'TWO REFERENCE MARKS, STANDARD BRONZE DISKS WEDGED IN DRILL
 PE1997'HOLES IN OUTCROPPING BEDROCK, WERE PLACED AS FOLLOWS--NO. 1 IS N
 PE1997'OF THE STATION AND NO. 2 IS W OF THE STATION, BOTH BEING ON
 PE1997'BARE LEDGE.
 PE1997'
 PE1997'A 20-FOOT SIGNAL ANCHORED WITH ROCKS WAS BUILT IN 1934.
 PE1997
 PE1997                          STATION RECOVERY (1944)
 PE1997
 PE1997'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1997'STATION AND REFERENCE MARKS RECOVERED IN GOOD
 PE1997'CONDITION.  DISTANCE TO REFERENCE MARKS CHECKED.
 PE1997'
 PE1997'DESCRIPTION BY K.G.C. IN 1934 IS ADEQUATE EXCEPT STATION IS
 PE1997'MARKED BY A SQUARE COPPER BOLT SET IN CONCRETE IN A DRILL HOLE
 PE1997'INSTEAD OF A BRONZE DISK.
 PE1997
 PE1997                          STATION RECOVERY (1949)
 PE1997
 PE1997'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (WFM)
 PE1997'THE STATION IS NOT MARKED BY A STANDARD BRONZE DISK, BUT BY
 PE1997'A 3/4 SQUARE COPPER BOLT LEADED IN A DRILL HOLE IN LEDGE, AND
 PE1997'DISTANCE TO REFERENCE TRIANGLE CUT IN ROCK WAS FOUND TO BE
 PE1997'27.73 FEET.
 PE1997'
 PE1997'THIS STATION IS ON HAT ISLAND, WHICH LIES IN THE EAST SIDE OF
 PE1997'JERICHO BAY CLOSE TO THE SOUTHWEST END OF SWANS ISLAND.  THE
 PE1997'STATION, MARKED BY A 3/4 INCH SQUARE COPPER BOLT LEADED IN A
 PE1997'DRILL HOLE IN OUTCROPPING BEDROCK, IS ABOUT 9 METERS WEST OF
 PE1997'THE HIGHEST PART OF THE SOUTHERLY END OF A RIDGE ON THE HIGHEST
 PE1997'PART OF THE ISLAND.  THE HIGHEST POINT ON THE ISLAND IS ON
 PE1997'THE NORTHERLY END OF THIS RIDGE.  THE STATION IS 27.73 FEET
 PE1997'WEST OF A SMALL TRIANGULARLY-SHAPED DEPRESSION IN THE LEDGE ON
 PE1997'THE SOUTHERLY END OF THE RIDGE, IN A HOLLOW IN THE LEDGE.  A
 PE1997'STONE CAIRN WAS ERECTED OVER IT IN 1949.
 PE1997'
 PE1997'THE REFERENCE MARKS, STANDARD BRONZE DISKS WEDGED IN DRILL
 PE1997'HOLES IN OUTCROPPING BEDROCK, ESTABLISHED IN 1934 WERE
 PE1997'RECOVERED AS FOLLOWS--NO. 1 IS NORTH OF THE STATION AND NO. 2 IS
 PE1997'WEST OF THE STATION, BOTH BEING ON BARE LEDGE.  EVIDENCE OF THE
 PE1997'SIGNAL BUILT IN 1934 WAS STILL AT THE SITE.
 PE1997'
 PE1997'DISTANCES MEASURED TO REFERENCE MARKS NO. 1 AND 2 WERE FOUND TO
 PE1997'BE IN AGREEMENT WITH THOSE MEASURED IN 1934.
 PE1997
 PE1997                          STATION RECOVERY (1956)
 PE1997
 PE1997'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 PE1997'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 PE1997'GOOD CONDITION.  THE DISTANCES TO AND BETWEEN THE REFERENCE
 PE1997'MARKS WERE VERIFIED.  THE 1934 RECOVERY NOTE BY K.G.C. IS ADEQUATE
 PE1997'WITH THE FOLLOWING CORRECTIONS AND ADDITIONS--
 PE1997'
 PE1997'THE STATION MARK IS A COPPER BOLT RATHER THAN A BRONZE DISK,
 PE1997'AS STATED IN THE 1934 DESCRIPTION.
 PE1997'
 PE1997'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HAT ISLAND 1907
 PE1997'1934 NO 1.
 PE1997'
 PE1997'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HAT ISLAND 1907
 PE1997'1934 NO 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2214 ***********************************************************************
 PE2214  DESIGNATION -  HATCH
 PE2214  PID         -  PE2214
 PE2214  STATE/COUNTY-  ME/PENOBSCOT
 PE2214  USGS QUAD   -  BANGOR (1991)
 PE2214
 PE2214                         *CURRENT SURVEY CONTROL
 PE2214  ___________________________________________________________________
 PE2214* NAD 83(1996)-  44 51 43.74318(N)    068 51 14.09797(W)     ADJUSTED  
 PE2214* NAVD 88     -       105.0    (meters)     344.     (feet)  VERTCON   
 PE2214  ___________________________________________________________________
 PE2214  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 PE2214  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 PE2214
 PE2214  HORZ ORDER  -  SECOND
 PE2214
 PE2214.The horizontal coordinates were established by classical geodetic methods
 PE2214.and adjusted by the National Geodetic Survey in March 1998..
 PE2214
 PE2214.The NAVD 88 height was computed by applying the VERTCON shift value to
 PE2214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PE2214
 PE2214.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2214
 PE2214.The geoid height was determined by GEOID03.
 PE2214
 PE2214;                    North         East     Units Scale Factor Converg.
 PE2214;SPC ME E     -   132,886.757   272,030.801   MT  0.99990962   -0 14 58.8
 PE2214;UTM  19      - 4,967,647.675   511,541.220   MT  0.99960164   +0 06 11.0
 PE2214
 PE2214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2214!SPC ME E     -   0.99998743  x   0.99990962  =   0.99989705
 PE2214!UTM  19      -   0.99998743  x   0.99960164  =   0.99958908
 PE2214
 PE2214|---------------------------------------------------------------------|
 PE2214| PID    Reference Object                     Distance      Geod. Az  |
 PE2214|                                                           dddmmss.s |
 PE2214| CE7974 HATCH RM 1                           20.232 METERS 00758     |
 PE2214| PE2209 BANGOR RAD STA WLBZ TALL MAST       APPROX. 6.6 KM 1225000.7 |
 PE2214| PE2142 BREWER WATER DISTRICT SPIPE         APPROX.11.9 KM 1350758.5 |
 PE2214| PE2230 BANGOR TANK FLAGPOLE                APPROX. 8.3 KM 1371439.9 |
 PE2214| PE2227 BANGOR DOW AFB STANDPIPE            APPROX. 7.6 KM 1485306.5 |
 PE2214| CE7975 HATCH RM 2                           26.470 METERS 15456     |
 PE2214| PE2221 BANGOR DOW AFB CONTROL TOWER        APPROX. 6.0 KM 1580119.8 |
 PE2214| PE2218 RNG BANGOR RADIO BGR                APPROX. 2.2 KM 1672847.4 |
 PE2214| PE2215 HERMON B AND A RR TANK              APPROX. 8.0 KM 1870045.1 |
 PE2214| QG1340 HIGH CUT LOOKOUT TOWER              APPROX.32.4 KM 3173329.8 |
 PE2214| QG1336 CHARLESTON W RADAR DOME OF 3        APPROX.31.6 KM 3230039.3 |
 PE2214|---------------------------------------------------------------------|
 PE2214
 PE2214                          SUPERSEDED SURVEY CONTROL
 PE2214
 PE2214  NAD 83(1992)-  44 51 43.74144(N)    068 51 14.09599(W) AD(       ) 2
 PE2214  NAD 83(1986)-  44 51 43.74214(N)    068 51 14.09844(W) AD(       ) 2
 PE2214  NAD 27      -  44 51 43.49050(N)    068 51 15.95420(W) AD(       ) 2
 PE2214  NGVD 29 (07/19/86)  105.2    (m)          345.     (f) VERT ANG       
 PE2214
 PE2214.Superseded values are not recommended for survey control.
 PE2214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2214.See file dsdata.txt to determine how the superseded data were derived.
 PE2214
 PE2214_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1154167648(NAD 83)
 PE2214_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PE2214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE2214
 PE2214  HISTORY     - Date     Condition        Report By
 PE2214  HISTORY     - 1958     MONUMENTED       CGS
 PE2214  HISTORY     - 1976     SEE DESCRIPTION  NGS
 PE2214
 PE2214                          STATION DESCRIPTION
 PE2214
 PE2214'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 PE2214'STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF BANGOR, 3-1/2 MILES
 PE2214'SOUTHWEST OF THE SOUTHWEST END OF PUSHAW LAKE AND ON TOP OF
 PE2214'THE SOUTHEAST ONE OF TWO LOW, BUT PROMINENT HILLS.  IT IS 23
 PE2214'FEET WEST OF A FENCE LINE, 43-1/2 FEET SOUTH-SOUTHEAST OF A
 PE2214'FIVE INCH EVERGREEN TREE AND 16 FEET EAST OF AN EVERGREEN
 PE2214'HEDGEROW.  THE MARK PROJECTS ABOUT 5 INCHES AND THE DISK IS
 PE2214'STAMPED HATCH 1958.
 PE2214'
 PE2214'REFERENCE MARK NO. 1 IS 1 FOOT WEST OF FENCE LINE AND 6 FEET
 PE2214'SOUTHWEST OF A TRIPLE TRUNK BIRCH TREE.  THE MARK PROJECTS
 PE2214'ABOUT 1 INCH AND THE DISK IS STAMPED HATCH NO 1 1958.
 PE2214'
 PE2214'REFERENCE MARK NO. 2 IS 1 FOOT WEST OF FENCE LINE AND 7 FEET
 PE2214'NORTH-NORTHWEST OF AN 8 INCH EVERGREEN TREE.  THE MARK PROJECTS
 PE2214'ABOUT 1 INCH AND THE DISK IS STAMPED HATCH NO 2 1958.
 PE2214'
 PE2214'NO SUITABLE PLACE COULD BE FOUND FOR AN AZIMUTH MARK.
 PE2214'
 PE2214'BANGOR, WLBZ RADIO MAST ( TALLEST OF 2 ) MAY BE USED AS AN AZIMUTH
 PE2214'MARK.
 PE2214'
 PE2214'TO REACH FROM THE INTERSECTION OF UNION AND MAIN STREETS IN
 PE2214'BANGOR, GO NORTHWEST ON UNION STREET 0.3 MILE TO TRAFFIC SIGNAL,
 PE2214'TURN RIGHT 1 BLOCK TO OHIO STREET, TURN LEFT ON OHIO STREET
 PE2214'(NORTHWEST) 5.0 MILES TO RAILROAD CROSSING.  CONTINUE STRAIGHT
 PE2214'AHEAD 1.1 MILES TO A FIELD ROAD ON THE RIGHT JUST AFTER PASSING
 PE2214'THE TOP OF HILL, TURN RIGHT THROUGH GAP IN FENCE AND THEN BEAR
 PE2214'RIGHT 0.1 MILE TOWARD THE TOP OF HILL TO FENCE.  HERE TURN LEFT
 PE2214'AND FOLLOW FENCE 0.15 MILE TO TOP OF HILL AND THE STATION AS
 PE2214'DESCRIBED.
 PE2214'
 PE2214'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 PE2214
 PE2214                          STATION RECOVERY (1976)
 PE2214
 PE2214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 PE2214'STATION NOT OCCUPIED AT THIS TIME.
 PE2214'
 PE2214'STATION MARK, REFERENCE MARK 1 AND 2 WERE RECOVERED IN GOOD
 PE2214'CONDITION, STATION IS IN A WOODED AREA AND UNABLE TO SEE OUT IN
 PE2214'ANY DIRECTION.
 PE2214'
 PE2214'STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF BANGOR, 3-1/2
 PE2214'MILES SOUTHWEST OF PUSHAW LAKE IN A WOODED AREA NORTHWEST OF A
 PE2214'HOUSE DEVELOPEMENT.
 PE2214'
 PE2214'TO REACH THE STATION FROM MAIN AND UNION STREETS IN BANGOR, GO
 PE2214'NORTHWEST ON UNION STREET FOR 0.25 MILE TO TRAFFIC LIGHT,
 PE2214'TURN RIGHT, GO 0.1 MILE TO JUNCTION OF HAMMOND AND OHIO STREETS,
 PE2214'TURN LEFT, GO NORTHWEST ON OHIO STREET FOR 1.1 MILE TO INTERSTATE
 PE2214'HIGHWAY 95, CONTINUE ON OHIO STREET FOR 1.25 MILES TO CROSSROADS
 PE2214'(GRIFFIN RD), CONTINUE ON OHIO STREET FOR 2.45 MILES TO RAILROAD
 PE2214'CROSSING, CONTINUE ON OHIO STREET FOR 0.9 MILE TO PINE RIDGE
 PE2214'ROAD RIGHT, TURN RIGHT, GO EAST ON PINE RIDGE ROAD FOR 0.15
 PE2214'MILE TO END OF ROAD, THE LAST HOUSE ON LEFT AND THE STATION
 PE2214'ABOUT 250 FEET NORTH-NORTHWEST OF THIS HOUSE.
 PE2214'
 PE2214'STATION IS A STANDARD DISK SET IN TOP OF 12 INCH SQUARE CONCRETE
 PE2214'MONUMENT PROJECTING ABOUT 2 INCHES ABOVE GROUND AND IS STAMPED
 PE2214'HATCH 1958.  IT IS 23.5 FEET WEST OF A WITNESS SIGN NAILED ON
 PE2214'TREE AND 23.2 FEET WEST OF FENCE.
 PE2214'
 PE2214'REFERENCE MARK 1 IS A STANDARD DISK SET IN A 12 INCH SQUARE
 PE2214'CONCRETE MONUMENT FLUSH WITH THE GROUND AND IS STAMPED HATCH NO
 PE2214'1 1958.  IT IS 60.5 FEET NORTH OF A WITNESS SIGN NAILED TO A
 PE2214'TREE AND 1 FOOT WEST OF FENCE.
 PE2214'
 PE2214'REFERENCE MARK 2 IS A STANDARD DISK SET TOP OF A 12 INCH
 PE2214'SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND AND IS STAMPED HATCH
 PE2214'NO 2 1958.  IT IS 188 FEET NORTH-NORTHWEST OF NORTHWEST CORNER
 PE2214'OF HOUSE NO 54, 89 FEET SOUTH OF A WITNESS SIGN NAILED TO A TREE
 PE2214'AND 1 FOOT WEST OF FENCE.
 PE2214'
 PE2214'NO AZIMUTH MARK AT THIS STATION.
 PE2214'
 PE2214'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PE2214'6 MILES NORTHWEST OF BANGOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0350 ***********************************************************************
 OB0350  DESIGNATION -  HATCHET COVE N OF RED HSE CHIM
 OB0350  PID         -  OB0350
 OB0350  STATE/COUNTY-  ME/KNOX
 OB0350  USGS QUAD   -  FRIENDSHIP (1973)
 OB0350
 OB0350                         *CURRENT SURVEY CONTROL
 OB0350  ___________________________________________________________________
 OB0350* NAD 83(1996)-  43 58 54.64110(N)    069 19 22.35848(W)     ADJUSTED  
 OB0350* NAVD 88     -                                                        
 OB0350  ___________________________________________________________________
 OB0350  LAPLACE CORR-           2.43  (seconds)                    DEFLEC99
 OB0350  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 OB0350
 OB0350  HORZ ORDER  -  THIRD
 OB0350
 OB0350.The horizontal coordinates were established by classical geodetic methods
 OB0350.and adjusted by the National Geodetic Survey in March 1998..
 OB0350
 OB0350
 OB0350.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0350
 OB0350.The geoid height was determined by GEOID03.
 OB0350
 OB0350;                    North         East     Units Scale Factor Converg.
 OB0350;SPC ME E     -    35,344.760   233,986.535   MT  0.99995358   -0 34 17.2
 OB0350;SPC ME W     -   127,942.318   967,695.597   MT  1.00002301   +0 35 09.5
 OB0350;UTM  19      - 4,869,907.047   474,105.698   MT  0.99960825   -0 13 27.2
 OB0350
 OB0350                          SUPERSEDED SURVEY CONTROL
 OB0350
 OB0350  NAD 83(1992)-  43 58 54.64500(N)    069 19 22.34290(W) AD(       ) 4
 OB0350  NAD 83(1986)-  43 58 54.64951(N)    069 19 22.34933(W) AD(       ) 4
 OB0350  NAD 27      -  43 58 54.38000(N)    069 19 24.11000(W) AD(       ) 3
 OB0350
 OB0350.Superseded values are not recommended for survey control.
 OB0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0350.See file dsdata.txt to determine how the superseded data were derived.
 OB0350
 OB0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ7410669907(NAD 83)
 OB0350
 OB0350  HISTORY     - Date     Condition        Report By
 OB0350  HISTORY     - UNK      MONUMENTED
 OB0350  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0350  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OB0350
 OB0350                          STATION DESCRIPTION
 OB0350
 OB0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0350'STATION IS LOST.
 OB0350
 OB0350                          STATION RECOVERY (1943)
 OB0350
 OB0350'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 OB0350'NO DETAILED ORIGINAL DESCRIPTION.  LISTED AS LOST IN 1934.  A
 OB0350'SEARCH WAS MADE AND A WHITE, TWO-STORY HOUSE, WITH A SHINGLED
 OB0350'ROOF AND GREEN BLINDS, AND THREE BRICK CHIMNEYS, WAS FOUND.  THE
 OB0350'DATE 1860 IS OVER THE FRONT DOOR.  THE W CHIMNEY WAS PRICKED FOR
 OB0350'AIR COMPILATION AND SHOULD BE VERIFIED BY THAT OFFICE.  NOTE--NOT
 OB0350'VERIFIED BY RADIAL PLOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0336 ***********************************************************************
 OB0336  DESIGNATION -  HATCHET COVE W SHORE HSE CHIM
 OB0336  PID         -  OB0336
 OB0336  STATE/COUNTY-  ME/KNOX
 OB0336  USGS QUAD   -  FRIENDSHIP (1973)
 OB0336
 OB0336                         *CURRENT SURVEY CONTROL
 OB0336  ___________________________________________________________________
 OB0336* NAD 83(1996)-  43 58 49.07994(N)    069 21 23.22811(W)     ADJUSTED  
 OB0336* NAVD 88     -                                                        
 OB0336  ___________________________________________________________________
 OB0336  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 OB0336  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 OB0336
 OB0336  HORZ ORDER  -  THIRD
 OB0336
 OB0336.The horizontal coordinates were established by classical geodetic methods
 OB0336.and adjusted by the National Geodetic Survey in March 1998..
 OB0336
 OB0336
 OB0336.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0336
 OB0336.The geoid height was determined by GEOID03.
 OB0336
 OB0336;                    North         East     Units Scale Factor Converg.
 OB0336;SPC ME E     -    35,200.547   231,291.276   MT  0.99995804   -0 35 41.1
 OB0336;SPC ME W     -   127,743.680   965,003.626   MT  1.00001862   +0 33 45.5
 OB0336;UTM  19      - 4,869,746.558   471,412.297   MT  0.99961005   -0 14 51.1
 OB0336
 OB0336                          SUPERSEDED SURVEY CONTROL
 OB0336
 OB0336  NAD 83(1992)-  43 58 49.08375(N)    069 21 23.21371(W) AD(       ) 4
 OB0336  NAD 83(1986)-  43 58 49.08832(N)    069 21 23.22002(W) AD(       ) 4
 OB0336  NAD 27      -  43 58 48.82000(N)    069 21 24.99000(W) AD(       ) 3
 OB0336
 OB0336.Superseded values are not recommended for survey control.
 OB0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0336.See file dsdata.txt to determine how the superseded data were derived.
 OB0336
 OB0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ7141269747(NAD 83)
 OB0336
 OB0336  HISTORY     - Date     Condition        Report By
 OB0336  HISTORY     - UNK      MONUMENTED
 OB0336  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0336  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OB0336
 OB0336                          STATION DESCRIPTION
 OB0336
 OB0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0336'STATION IS LOST.
 OB0336
 OB0336                          STATION RECOVERY (1943)
 OB0336
 OB0336'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 OB0336'LISTED AS LOST IN 1934.  A SEARCH WAS MADE AND ACCORDING TO
 OB0336'LOCAL INFORMATION THE HOUSE HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0337 ***********************************************************************
 OB0337  DESIGNATION -  HATCHET HILL
 OB0337  PID         -  OB0337
 OB0337  STATE/COUNTY-  ME/KNOX
 OB0337  USGS QUAD   -  FRIENDSHIP (1973)
 OB0337
 OB0337                         *CURRENT SURVEY CONTROL
 OB0337  ___________________________________________________________________
 OB0337* NAD 83(1996)-  43 58 24.29815(N)    069 21 21.07932(W)     ADJUSTED  
 OB0337* NAVD 88     -        30.     (meters)      98.     (feet)  SCALED    
 OB0337  ___________________________________________________________________
 OB0337  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 OB0337  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 OB0337
 OB0337  HORZ ORDER  -  THIRD
 OB0337
 OB0337.The horizontal coordinates were established by classical geodetic methods
 OB0337.and adjusted by the National Geodetic Survey in March 1998..
 OB0337
 OB0337.The orthometric height was scaled from a topographic map.
 OB0337
 OB0337.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0337
 OB0337.The geoid height was determined by GEOID03.
 OB0337
 OB0337;                    North         East     Units Scale Factor Converg.
 OB0337;SPC ME E     -    34,435.249   231,331.228   MT  0.99995798   -0 35 39.4
 OB0337;SPC ME W     -   126,979.298   965,059.030   MT  1.00001871   +0 33 46.7
 OB0337;UTM  19      - 4,868,981.783   471,456.870   MT  0.99961002   -0 14 49.5
 OB0337
 OB0337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0337!SPC ME E     -   0.99999931  x   0.99995798  =   0.99995729
 OB0337!SPC ME W     -   0.99999931  x   1.00001871  =   1.00001802
 OB0337!UTM  19      -   0.99999931  x   0.99961002  =   0.99960933
 OB0337
 OB0337:                Primary Azimuth Mark                     Grid Az
 OB0337:SPC ME E     -  MEDUMCOOK HILL                           085 44 20.4
 OB0337:SPC ME W     -  MEDUMCOOK HILL                           084 34 54.3
 OB0337:UTM  19      -  MEDUMCOOK HILL                           085 23 30.5
 OB0337
 OB0337|---------------------------------------------------------------------|
 OB0337| PID    Reference Object                     Distance      Geod. Az  |
 OB0337|                                                           dddmmss.s |
 OB0337| OB0349 MEDUMCOOK HILL                      APPROX. 2.6 KM 0850841.0 |
 OB0337| OB0328 TURKEY CHURCH                       APPROX. 9.4 KM 1084134.8 |
 OB0337| OB0352 BURTONS ISLAND RED HOUSE CHIM       APPROX. 4.5 KM 1295540.6 |
 OB0337| OB0340 NORTHWEST PT WHITE HOUSE CHIM       APPROX. 1.5 KM 1455321.4 |
 OB0337| OB0388 LONG COVE EAST ENTRANCE             APPROX.13.6 KM 2243407.0 |
 OB0337| OB0335 RED HOUSE CHIMNEY                   APPROX. 0.5 KM 3091038.3 |
 OB0337| OB0336 HATCHET COVE W SHORE HSE CHIM       APPROX. 0.8 KM 3562502.3 |
 OB0337|---------------------------------------------------------------------|
 OB0337
 OB0337                          SUPERSEDED SURVEY CONTROL
 OB0337
 OB0337  NAD 83(1992)-  43 58 24.30172(N)    069 21 21.06489(W) AD(       ) 3
 OB0337  NAD 83(1986)-  43 58 24.30631(N)    069 21 21.07122(W) AD(       ) 3
 OB0337  NAD 27      -  43 58 24.03000(N)    069 21 22.85000(W) AD(       ) 3
 OB0337
 OB0337.Superseded values are not recommended for survey control.
 OB0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0337.See file dsdata.txt to determine how the superseded data were derived.
 OB0337
 OB0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ7145768982(NAD 83)
 OB0337
 OB0337  HISTORY     - Date     Condition        Report By
 OB0337  HISTORY     - UNK      MONUMENTED
 OB0337  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OB0337
 OB0337                          STATION DESCRIPTION
 OB0337
 OB0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FLP)
 OB0337'A SEARCH WAS MADE ON A PROMINENT LEDGE COVERED WITH MOSS,
 OB0337'BLUEBERRY BUSHES, AND SMALL FIR TREES.  NO MARK WAS FOUND ON THE
 OB0337'BARE PARTS OF THE LEDGE BUT PLANE-TABLE AND AIR COMPILATION
 OB0337'METHODS MIGHT LOCATE THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0591 ***********************************************************************
 QG0591  DESIGNATION -  HATHAM
 QG0591  PID         -  QG0591
 QG0591  STATE/COUNTY-  ME/PENOBSCOT
 QG0591  USGS QUAD   -  EAST MILLINOCKET (1988)
 QG0591
 QG0591                         *CURRENT SURVEY CONTROL
 QG0591  ___________________________________________________________________
 QG0591* NAD 83(1996)-  45 41 44.34518(N)    068 31 02.88610(W)     ADJUSTED  
 QG0591* NAVD 88     -       144.308  (meters)     473.45   (feet)  ADJUSTED  
 QG0591  ___________________________________________________________________
 QG0591  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 QG0591  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 QG0591  DYNAMIC HT  -         144.312 (meters)     473.46  (feet)  COMP
 QG0591  MODELED GRAV-     980,636.6   (mgal)                       NAVD 88
 QG0591
 QG0591  HORZ ORDER  -  SECOND
 QG0591  VERT ORDER  -  SECOND    CLASS 0
 QG0591
 QG0591.The horizontal coordinates were established by classical geodetic methods
 QG0591.and adjusted by the National Geodetic Survey in March 1998..
 QG0591
 QG0591.The orthometric height was determined by differential leveling
 QG0591.and adjusted by the National Geodetic Survey in June 1991..
 QG0591
 QG0591.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG0591
 QG0591.The geoid height was determined by GEOID03.
 QG0591
 QG0591.The dynamic height is computed by dividing the NAVD 88
 QG0591.geopotential number by the normal gravity value computed on the
 QG0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0591.degrees latitude (g = 980.6199 gals.).
 QG0591
 QG0591.The modeled gravity was interpolated from observed gravity values.
 QG0591
 QG0591;                    North         East     Units Scale Factor Converg.
 QG0591;SPC ME E     -   225,449.648   298,639.579   MT  0.99990002   -0 00 45.0
 QG0591;UTM  19      - 5,060,346.395   537,567.856   MT  0.99961735   +0 20 43.2
 QG0591
 QG0591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG0591!SPC ME E     -   0.99998118  x   0.99990002  =   0.99988120
 QG0591!UTM  19      -   0.99998118  x   0.99961735  =   0.99959854
 QG0591
 QG0591:                Primary Azimuth Mark                     Grid Az
 QG0591:SPC ME E     -  LAWLER                                   039 01 13.0
 QG0591:UTM  19      -  LAWLER                                   038 39 44.8
 QG0591
 QG0591|---------------------------------------------------------------------|
 QG0591| PID    Reference Object                     Distance      Geod. Az  |
 QG0591|                                                           dddmmss.s |
 QG0591| QG0127 LAWLER                              APPROX.10.7 KM 0390028.0 |
 QG0591| QG0592 HATHAM RM 1                          20.048 METERS 04831     |
 QG0591| QG0590 HATHAM RM 2                          22.086 METERS 13348     |
 QG0591| CE8879 HATHAM AZ MK                                       1694424.9 |
 QG0591|---------------------------------------------------------------------|
 QG0591
 QG0591                          SUPERSEDED SURVEY CONTROL
 QG0591
 QG0591  NAD 83(1992)-  45 41 44.34545(N)    068 31 02.88226(W) AD(       ) 2
 QG0591  NAD 83(1986)-  45 41 44.35109(N)    068 31 02.89063(W) AD(       ) 2
 QG0591  NAD 27      -  45 41 44.16260(N)    068 31 04.78770(W) AD(       ) 2
 QG0591  NGVD 29 (??/??/92)  144.498  (m)          474.07   (f) ADJ UNCH    2 0
 QG0591
 QG0591.Superseded values are not recommended for survey control.
 QG0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0591.See file dsdata.txt to determine how the superseded data were derived.
 QG0591
 QG0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL3756860346(NAD 83)
 QG0591_MARKER: DS = TRIANGULATION STATION DISK
 QG0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0591_STAMPING: HATHAM 1958
 QG0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0591+STABILITY: SURFACE MOTION
 QG0591
 QG0591  HISTORY     - Date     Condition        Report By
 QG0591  HISTORY     - 1958     MONUMENTED       CGS
 QG0591  HISTORY     - 1959     GOOD             NGS
 QG0591  HISTORY     - 1981     GOOD             MEDT
 QG0591  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QG0591
 QG0591                          STATION DESCRIPTION
 QG0591
 QG0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 QG0591'THE STATION IS LOCATED ABOUT 6.5 MILES NORTH OF MEDWAY, 2 MILES
 QG0591'SOUTHWEST OF SALMON STREAM LAKE, 1 MILE WEST OF MINER BROOK AND ON
 QG0591'PROPERTY OWNED BY THE INTERNATIONAL PAPER CO.
 QG0591'
 QG0591'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 157 AND
 QG0591'11, IN MEDWAY.  GO NORTHWEST ON STATE HIGHWAY 11 FOR 4.6 MILES TO
 QG0591'THE EAST MILLINOCKET - I R 7 TOWN LINE, CONTINUE STRAIGHT AHEAD ON
 QG0591'STATE HIGHWAY 11 FOR 1.0 MILE TO A SIDE ROAD RIGHT, TURN RIGHT ON
 QG0591'GRAVEL ROAD AND GO NORTHEAST FOR 0.85 MILES TO A FORK, TAKE RIGHT
 QG0591'FORK FOR 1.7 MILES TO A FORK JUST AFTER CROSSING A WOODEN
 QG0591'BRIDGE, TAKE THE LEFT FORD FOR 0.9 MILES TO TWO TRIANGLE BLAZED
 QG0591'TREES AND THE STATION ON THE LEFT.
 QG0591'
 QG0591'STATION MARK, A STANDARD DISK STAMPED HATHAM 1958, IS SET IN A 12
 QG0591'INCH SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  THE MARK IS 24
 QG0591'FEET WEST OF THE CENTER OF THE GRAVEL ROAD, 18 FEET NORTHEAST OF A
 QG0591'6 INCH TREE WITH A TRIANGLE BLAZE, 17 FEET SOUTHEAST OF A BEECH
 QG0591'TREE WITH A TRIANGLE BLAZE AND 5.5 FEET EAST OF A WITNESS POST.
 QG0591'
 QG0591'REFERENCE MARK NUMBER 1, A STANDARD DISK STAMPED HATHAM NO. 1 1958,
 QG0591'IS SET IN A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS 2
 QG0591'INCHES.  THE MARK IS 25 FEET EAST OF THE CENTER OF THE GRAVEL ROAD.
 QG0591'
 QG0591'REFERENCE MARK NUMBER 2, A STANDARD DISK STAMPED HATHAM NO. 2 1958,
 QG0591'IS SET IN A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS 6
 QG0591'INCHES.  THE MARK IS 22 FEET EAST OF THE CENTER OF THE GRAVEL ROAD.
 QG0591'
 QG0591'AZIMUTH MARK, A STANDARD DISK STAMPED HATHAM 1958, IS SET IN THE
 QG0591'TOP OF A 3 INCH TILE PIPE AND PROJECTS 12 INCHES.  THE MARK IS 67
 QG0591'FEET SOUTHEAST OF THE CENTER OF THE GRAVEL ROAD, 30 FEET SOUTHEAST
 QG0591'OF A 6 INCH EVERGREEN TREE WITH A TRIANGLE BLAZE AND 3 FEET
 QG0591'NORTH-NORTHWEST OF A WITNESS POST.
 QG0591'
 QG0591'TO REACH THE AZIMUTH MARK FROM THE STATION.  GO SOUTHEASTERLY
 QG0591'ON THE GRAVEL ROAD FOR 0.05 MILES TO THE AZIMUTH MARK IN THE WOODS
 QG0591'ON THE LEFT.
 QG0591'
 QG0591'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 QG0591
 QG0591                          STATION RECOVERY (1959)
 QG0591
 QG0591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 QG0591'8.5 MI NE FROM MEDWAY.
 QG0591'5.3 MILES NORTH-NORTHWEST ALONG STATE HIGHWAY 11 FROM ITS
 QG0591'JUNCTION WITH STATE HIGHWAY 157 AT MEDWAY, THENCE 2.4 MILES
 QG0591'EAST ALONG MAIN TRAVELED GRAVEL ROAD, THENCE 0.8 MILE NORTHEAST
 QG0591'ALONG A GRAVEL ROAD, 24 FEET WEST OF THE CENTER LINE OF THE
 QG0591'GRAVEL ROAD, 18 FEET NORTHEAST OF A 6-INCH TREE WITH A TRIANGULAR
 QG0591'BLAZE, 17 FEET SOUTHEAST OF A BEECH TREE WITH A BLAZE, 5 1/2 FEET
 QG0591'EAST OF A METAL WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 QG0591'PROJECTING 4 INCHES ABOVE THE GROUND AND ABOUT 2 FEET ABOVE THE
 QG0591'LEVEL OF THE ROAD.
 QG0591
 QG0591                          STATION RECOVERY (1981)
 QG0591
 QG0591'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1981 (BJR)
 QG0591'HATHAM - 1958 RECOVERED GOOD.
 QG0591'
 QG0591'HATHAM NO. 1 - 1958 RECOVERED GOOD.
 QG0591'
 QG0591'HATHAM NO. 2 - 1958 RECOVERED GOOD.
 QG0591'
 QG0591'AZ - HATHAM - 1958 RECOVERED GOOD.
 QG0591'
 QG0591'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6.5 MI. NORTH OF
 QG0591'MEDWAY.
 QG0591
 QG0591                          STATION RECOVERY (1985)
 QG0591
 QG0591'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLM)
 QG0591'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0592 ***********************************************************************
 QG0592  DESIGNATION -  HATHAM RM 1
 QG0592  PID         -  QG0592
 QG0592  STATE/COUNTY-  ME/PENOBSCOT
 QG0592  USGS QUAD   -  EAST MILLINOCKET (1988)
 QG0592
 QG0592                         *CURRENT SURVEY CONTROL
 QG0592  ___________________________________________________________________
 QG0592* NAD 83(1986)-  45 41 44.     (N)    068 31 02.     (W)     SCALED    
 QG0592* NAVD 88     -       143.445  (meters)     470.62   (feet)  ADJUSTED  
 QG0592  ___________________________________________________________________
 QG0592  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 QG0592  DYNAMIC HT  -         143.448 (meters)     470.63  (feet)  COMP
 QG0592  MODELED GRAV-     980,636.6   (mgal)                       NAVD 88
 QG0592
 QG0592  VERT ORDER  -  SECOND    CLASS 0
 QG0592
 QG0592.The horizontal coordinates were scaled from a topographic map and have
 QG0592.an estimated accuracy of +/- 6 seconds.
 QG0592
 QG0592.The orthometric height was determined by differential leveling
 QG0592.and adjusted by the National Geodetic Survey in June 1991..
 QG0592
 QG0592.The geoid height was determined by GEOID03.
 QG0592
 QG0592.The dynamic height is computed by dividing the NAVD 88
 QG0592.geopotential number by the normal gravity value computed on the
 QG0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0592.degrees latitude (g = 980.6199 gals.).
 QG0592
 QG0592.The modeled gravity was interpolated from observed gravity values.
 QG0592
 QG0592;                    North         East    Units  Estimated Accuracy
 QG0592;SPC ME E     -   225,440.      298,660.      MT  (+/- 180 meters Scaled)
 QG0592
 QG0592                          SUPERSEDED SURVEY CONTROL
 QG0592
 QG0592  NGVD 29 (??/??/92)  143.634  (m)          471.24   (f) ADJ UNCH    2 0
 QG0592
 QG0592.Superseded values are not recommended for survey control.
 QG0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0592.See file dsdata.txt to determine how the superseded data were derived.
 QG0592
 QG0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL375603(NAD 83)
 QG0592_MARKER: DR = REFERENCE MARK DISK
 QG0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0592_STAMPING: HATHAM NO 1 1958
 QG0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0592+STABILITY: SURFACE MOTION
 QG0592
 QG0592  HISTORY     - Date     Condition        Report By
 QG0592  HISTORY     - 1958     MONUMENTED       CGS
 QG0592  HISTORY     - 1959     GOOD             NGS
 QG0592
 QG0592                          STATION DESCRIPTION
 QG0592
 QG0592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QG0592'8.5 MI NE FROM MEDWAY.
 QG0592'5.3 MILES NORTH-NORTHWEST ALONG STATE HIGHWAY 11 FROM ITS
 QG0592'JUNCTION WITH STATE HIGHWAY 157 AT MEDWAY, THENCE 2.4 MILES
 QG0592'EAST ALONG MAIN TRAVELED GRAVEL ROAD, THENCE 0.8 MILE NORTHEAST
 QG0592'ALONG A GRAVEL ROAD, 65.8 FEET NORTHEAST AND ACROSS THE ROAD
 QG0592'FROM THE STATION, 25 FEET EAST OF THE CENTER LINE OF THE ROAD,
 QG0592'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE
 QG0592'GROUND AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0590 ***********************************************************************
 QG0590  DESIGNATION -  HATHAM RM 2
 QG0590  PID         -  QG0590
 QG0590  STATE/COUNTY-  ME/PENOBSCOT
 QG0590  USGS QUAD   -  EAST MILLINOCKET (1988)
 QG0590
 QG0590                         *CURRENT SURVEY CONTROL
 QG0590  ___________________________________________________________________
 QG0590* NAD 83(1986)-  45 41 44.     (N)    068 31 02.     (W)     SCALED    
 QG0590* NAVD 88     -       143.560  (meters)     471.00   (feet)  ADJUSTED  
 QG0590  ___________________________________________________________________
 QG0590  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 QG0590  DYNAMIC HT  -         143.564 (meters)     471.01  (feet)  COMP
 QG0590  MODELED GRAV-     980,636.6   (mgal)                       NAVD 88
 QG0590
 QG0590  VERT ORDER  -  SECOND    CLASS 0
 QG0590
 QG0590.The horizontal coordinates were scaled from a topographic map and have
 QG0590.an estimated accuracy of +/- 6 seconds.
 QG0590
 QG0590.The orthometric height was determined by differential leveling
 QG0590.and adjusted by the National Geodetic Survey in June 1991..
 QG0590
 QG0590.The geoid height was determined by GEOID03.
 QG0590
 QG0590.The dynamic height is computed by dividing the NAVD 88
 QG0590.geopotential number by the normal gravity value computed on the
 QG0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0590.degrees latitude (g = 980.6199 gals.).
 QG0590
 QG0590.The modeled gravity was interpolated from observed gravity values.
 QG0590
 QG0590;                    North         East    Units  Estimated Accuracy
 QG0590;SPC ME E     -   225,440.      298,660.      MT  (+/- 180 meters Scaled)
 QG0590
 QG0590                          SUPERSEDED SURVEY CONTROL
 QG0590
 QG0590  NGVD 29 (??/??/92)  143.750  (m)          471.62   (f) ADJ UNCH    2 0
 QG0590
 QG0590.Superseded values are not recommended for survey control.
 QG0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0590.See file dsdata.txt to determine how the superseded data were derived.
 QG0590
 QG0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL375603(NAD 83)
 QG0590_MARKER: DR = REFERENCE MARK DISK
 QG0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0590_STAMPING: HATHAM NO 2 1958
 QG0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0590+STABILITY: SURFACE MOTION
 QG0590
 QG0590  HISTORY     - Date     Condition        Report By
 QG0590  HISTORY     - 1958     MONUMENTED       CGS
 QG0590  HISTORY     - 1959     GOOD             NGS
 QG0590
 QG0590                          STATION DESCRIPTION
 QG0590
 QG0590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QG0590'8.5 MI NE FROM MEDWAY.
 QG0590'5.3 MILES NORTH-NORTHWEST ALONG STATE HIGHWAY 11 FROM ITS
 QG0590'JUNCTION WITH STATE HIGHWAY 157 AT MEDWAY, THENCE 2.4 MILES
 QG0590'EAST ALONG MAIN TRAVELED GRAVEL ROAD, THENCE 0.8 MILE NORTHEAST
 QG0590'ALONG A GRAVEL ROAD, 72.5 FEET SOUTHEAST AND ACROSS THE ROAD
 QG0590'FROM THE STATION, 21 FEET EAST OF THE CENTER LINE OF THE ROAD,
 QG0590'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE THE
 QG0590'GROUND AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1754 ***********************************************************************
 PE1754  DESIGNATION -  HATHAWAY
 PE1754  PID         -  PE1754
 PE1754  STATE/COUNTY-  ME/HANCOCK
 PE1754  USGS QUAD   -  WINTER HARBOR (1985)
 PE1754
 PE1754                         *CURRENT SURVEY CONTROL
 PE1754  ___________________________________________________________________
 PE1754* NAD 83(1996)-  44 22 31.95667(N)    068 01 42.23001(W)     ADJUSTED  
 PE1754* NAVD 88     -        21.     (meters)      69.     (feet)  SCALED    
 PE1754  ___________________________________________________________________
 PE1754  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 PE1754  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 PE1754
 PE1754  HORZ ORDER  -  THIRD
 PE1754
 PE1754.The horizontal coordinates were established by classical geodetic methods
 PE1754.and adjusted by the National Geodetic Survey in March 1998..
 PE1754
 PE1754.The orthometric height was scaled from a topographic map.
 PE1754
 PE1754.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1754
 PE1754.The geoid height was determined by GEOID03.
 PE1754
 PE1754;                    North         East     Units Scale Factor Converg.
 PE1754;SPC ME E     -    78,865.484   337,582.312   MT  0.99991736   +0 19 47.4
 PE1754;UTM  19      - 4,914,044.019   577,404.451   MT  0.99967368   +0 40 46.3
 PE1754
 PE1754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1754!SPC ME E     -   1.00000046  x   0.99991736  =   0.99991782
 PE1754!UTM  19      -   1.00000046  x   0.99967368  =   0.99967414
 PE1754
 PE1754:                Primary Azimuth Mark                     Grid Az
 PE1754:SPC ME E     -  COREA                                    052 31 06.8
 PE1754:UTM  19      -  COREA                                    052 10 07.9
 PE1754
 PE1754|---------------------------------------------------------------------|
 PE1754| PID    Reference Object                     Distance      Geod. Az  |
 PE1754|                                                           dddmmss.s |
 PE1754| PD0265 COREA                               APPROX. 5.1 KM 0525054.2 |
 PE1754| PD1077 COREA CHURCH SPIRE                  APPROX. 5.0 KM 0544912.6 |
 PE1754| PD1087 PETIT MANAN POINT WATCH TOWER       APPROX.12.5 KM 0583256.2 |
 PE1754| CE7976 HATHAWAY RM 1                         5.205 METERS 17557     |
 PE1754| CE7977 HATHAWAY RM 2                         6.816 METERS 28656     |
 PE1754| PE1761 BIRCH HARBOR SHORT WHITE CH         APPROX. 1.9 KM 3270741.3 |
 PE1754|---------------------------------------------------------------------|
 PE1754
 PE1754                          SUPERSEDED SURVEY CONTROL
 PE1754
 PE1754  NAD 83(1992)-  44 22 31.95367(N)    068 01 42.23659(W) AD(       ) 3
 PE1754  NAD 83(1986)-  44 22 31.95114(N)    068 01 42.24179(W) AD(       ) 3
 PE1754  NAD 27      -  44 22 31.65700(N)    068 01 44.23600(W) AD(       ) 3
 PE1754
 PE1754.Superseded values are not recommended for survey control.
 PE1754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1754.See file dsdata.txt to determine how the superseded data were derived.
 PE1754
 PE1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK7740414044(NAD 83)
 PE1754_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PE1754_SETTING: 66 = SET IN ROCK OUTCROP
 PE1754_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 PE1754_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE1754_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1754+STABILITY: POSITION/ELEVATION WELL
 PE1754
 PE1754  HISTORY     - Date     Condition        Report By
 PE1754  HISTORY     - 1861     MONUMENTED       CGS
 PE1754  HISTORY     - 1930     GOOD             MEGS
 PE1754  HISTORY     - 1934     GOOD             CGS
 PE1754  HISTORY     - 1944     GOOD             CGS
 PE1754  HISTORY     - 1965     GOOD             CGS
 PE1754  HISTORY     - 1970     GOOD             NGS
 PE1754  HISTORY     - 1986     GOOD             NOS
 PE1754
 PE1754                          STATION DESCRIPTION
 PE1754
 PE1754'DESCRIBED BY COAST AND GEODETIC SURVEY 1861 (FPW)
 PE1754'ON A ROCKY HILL ON THE W COAST OF PROSPECT HARBOR ABOUT MIDWAY
 PE1754'BETWEEN BUNKERS AND BIRCH HARBORS.
 PE1754'
 PE1754'THE STATION IS ABOUT 200 METERS FROM THE COAST AND IS MARKED
 PE1754'BY A HOLE DRILLED IN A ROCK.
 PE1754
 PE1754                          STATION RECOVERY (1930)
 PE1754
 PE1754'RECOVERY NOTE BY MAINE GEODETIC SURVEY 1930
 PE1754'I WENT TO THIS STATION ON AUGUST 28, 1930, AND FOUND THE DRILL
 PE1754'HOLE TO BE IN GOOD CONDITION.  IT IS COVERED WITH A SMALL PILE
 PE1754'OF STONES.
 PE1754'
 PE1754'THE VICINITY IS SPARSELY WOODED WITH LOW, SCRUBBY PINES.  THE
 PE1754'LAND IS NOW OWNED BY B.M. MOORE, OF PROSPECT HARBOR.
 PE1754
 PE1754                          STATION RECOVERY (1934)
 PE1754
 PE1754'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1754'ON THE E SIDE OF THE SCHOODIC PENINSULA ON THE NECK OF LAND
 PE1754'WHICH LIES BETWEEN BIRCH HARBOR AND BUNKERS HARBOR, ABOUT
 PE1754'1/4 MILE W OF THE SHORE LINE OF PROSPECT HARBOR.
 PE1754'
 PE1754'THE STATION IS ON A VERY RUGGED LEDGE SURROUNDED BY TREES,
 PE1754'20 FEET S OF THE N EDGE OF THE LEDGE AND 25 FEET W OF THE E EDGE.
 PE1754'
 PE1754'REFERENCE MARK NO.1 IS 40 FEET S OF THE N EDGE AND 25 FEET
 PE1754'W OF THE E EDGE OF THE LEDGE.  REFERENCE MARK NO.2 IS 20 FEET
 PE1754'S OF THE N EDGE AND 45 FEET W OF THE E EDGE OF THE LEDGE.
 PE1754'
 PE1754'THE STATION IS MOST EASILY REACHED BY BOAT FROM PROSPECT
 PE1754'HARBOR BY LANDING AT THE SOUTHERNMOST OF TWO PEBBLE BEACHES AND
 PE1754'WALKING W TO THE STATION.  IT CAN ALSO BE REACHED BY TRUCK BY
 PE1754'THE GRAVEL ROAD WHICH RUNS S FROM BIRCH HARBOR.  IT IS ON THE
 PE1754'PROPERTY OWNED BY MR. BYRON MOORE OF PROSPECT HARBOR.
 PE1754'
 PE1754'A 20-FOOT TRIPOD AND SCAFFOLD WERE BUILT OVER THE STATION.
 PE1754
 PE1754                          STATION RECOVERY (1944)
 PE1754
 PE1754'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1754'STATION AND REFERENCE MARKS WERE RECOVERED AND IN GOOD
 PE1754'CONDITION.  REFERENCE MARKS CHECKED AND DESCRIPTION IS
 PE1754'ADEQUATE.  THE WOODEN TOWER IS STILL STANDING AND WHEN TOWER IS
 PE1754'DESTROYED THE ROCK PILES ANCHORING THE LEGS WILL AID IN
 PE1754'THE RECOVERY OF THE STATION.
 PE1754
 PE1754                          STATION RECOVERY (1965)
 PE1754
 PE1754'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (NCS)
 PE1754'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1934 EXCEPT ON
 PE1754'LAND OF JAMES B. RATHER.
 PE1754'
 PE1754'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 186 AND SCHOODIC
 PE1754'POINT ROAD, GO SOUTH ON SCHOODIC POINT ROAD (ALSO CALLED
 PE1754'WONSQUEAK ROAD), FOR 0.75 MILE TO A FORK, TAKE THE LEFT FORK
 PE1754'(TO MC LOONS LOBSTER POUND) AND GO 0.3 MILE TO A FORK, TAKE
 PE1754'THE LEFT FORK AND GO 0.1 MILE ON PRIVATE ROAD TO LAND OF
 PE1754'RATHER (MAY BE CHAINED AT THIS POINT IF NOT SUMMER SEASON),
 PE1754'CONT. AHEAD FOR 0.2 MILE TO END OF TRUCK TRAVEL AT A DIM
 PE1754'FOOTPATH ON THE LEFT.  PACK NORTHEAST UP THE HILL FOR ABOUT
 PE1754'600 FEET TO THE STATION.
 PE1754'
 PE1754'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PE1754'1.1 MILE SOUTH-SOUTHEAST OF BIRCH HARBOR.
 PE1754
 PE1754                          STATION RECOVERY (1970)
 PE1754
 PE1754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 PE1754'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION,
 PE1754'AS PREVIOUSLY DESCRIBED.  THE LAND IS NOW OWNED BY
 PE1754'MR. J.B. RATHERS.  A 12-FOOT WOODEN TOWER HAS BEEN BUILT OVER THE
 PE1754'STATION MARK, AND IS PRESENTLY IN GOOD CONDITION.
 PE1754'
 PE1754'TO REACH STATION FROM THE POST OFFICE AT BIRCH HARBOR, GO
 PE1754'SOUTH ON WONSQUEAK RD. FOR 0.75 MILE.  TAKE LEFT FORK AND
 PE1754'FOLLOW MACADAM ROAD FOR 0.25 MILE TO FORK AT END OF MACADAM.  TAKE
 PE1754'LEFT FORK AND FOLLOW TRACK ROAD 0.15 MILE TO THE SOUTHEAST
 PE1754'CORNER OF MR. RATHERS LAND.  CONTINUE AHEAD FOR 0.2 MILE TO
 PE1754'END OF TRUCK TRAVEL AT POWER POLE NO. 145-6.  WALK NORTHEAST
 PE1754'ACROSS FLAT, BRUSHY, TREE-COVERED AREA ABOUT 200 YARDS TO
 PE1754'STATION.
 PE1754'
 PE1754'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PE1754'1 MILE SSE OF BIRCH HARBOR.
 PE1754
 PE1754                          STATION RECOVERY (1986)
 PE1754
 PE1754'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1986 (JED)
 PE1754'THE STATION WAS RECOVERED AT THIS DATE.
 PE1754'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 PE1754'DISTANCE TO REFERENCE MARKS WERE MEASURED AND CHECKED.
 PE1754'
 PE1754'DUE TO CHANGES IN THE AREA A NEW TO REACH FOLLOWS.
 PE1754'TO REACH THE STATION FROM THE POST OFFICE IN BIRCH HARBOR, GO
 PE1754'SOUTH ON WONSQUEAK ROAD FOR 1.21 K (0.75 MILE) TO A FORK, TAKE LEFT
 PE1754'FORK AND FOLLOW PAVED ROAD FOR 0.40 K (0.3 MILE) TO A FORK, AT END
 PE1754'OF PAVED ROAD.  TAKE LEFT FORK AND FOLLOW DIRT ROAD FOR 0.48 K
 PE1754'(0.3 MILE) TO A POWER POLE NO. 143-8 ON THE RIGHT.  FROM HERE PACK
 PE1754'NORTH UP HILL FOR APPROXIMATELY 200 YARDS TO STATION AS DESCRIBED.
 PE1754'
 PE1754'RECOVERED BY JED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2437 ***********************************************************************
 PE2437  DESIGNATION -  HATHORN 1860
 PE2437  PID         -  PE2437
 PE2437  STATE/COUNTY-  ME/LINCOLN
 PE2437  USGS QUAD   -  RICHMOND (1980)
 PE2437
 PE2437                         *CURRENT SURVEY CONTROL
 PE2437  ___________________________________________________________________
 PE2437* NAD 83(1996)-  44 01 48.79999(N)    069 47 53.76290(W)     ADJUSTED  
 PE2437* NAVD 88     -        31.     (meters)     102.     (feet)  SCALED    
 PE2437  ___________________________________________________________________
 PE2437  LAPLACE CORR-           2.83  (seconds)                    DEFLEC99
 PE2437  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 PE2437
 PE2437  HORZ ORDER  -  THIRD
 PE2437
 PE2437.The horizontal coordinates were established by classical geodetic methods
 PE2437.and adjusted by the National Geodetic Survey in March 1998..
 PE2437
 PE2437.The orthometric height was scaled from a topographic map.
 PE2437
 PE2437.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2437
 PE2437.The geoid height was determined by GEOID03.
 PE2437
 PE2437;                    North         East     Units Scale Factor Converg.
 PE2437;SPC ME W     -   133,037.295   929,531.917   MT  0.99997739   +0 15 21.8
 PE2437;UTM  19      - 4,875,539.293   436,032.038   MT  0.99965033   -0 33 17.4
 PE2437
 PE2437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2437!SPC ME W     -   0.99999922  x   0.99997739  =   0.99997661
 PE2437!UTM  19      -   0.99999922  x   0.99965033  =   0.99964955
 PE2437
 PE2437                          SUPERSEDED SURVEY CONTROL
 PE2437
 PE2437  NAD 83(1992)-  44 01 48.79905(N)    069 47 53.76207(W) AD(       ) 3
 PE2437  NAD 83(1986)-  44 01 48.80431(N)    069 47 53.76706(W) AD(       ) 3
 PE2437  NAD 27      -  44 01 48.52800(N)    069 47 55.61200(W) AD(       ) 3
 PE2437
 PE2437.Superseded values are not recommended for survey control.
 PE2437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2437.See file dsdata.txt to determine how the superseded data were derived.
 PE2437
 PE2437_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3603275539(NAD 83)
 PE2437
 PE2437  HISTORY     - Date     Condition        Report By
 PE2437  HISTORY     - 1860     MONUMENTED       COASUR
 PE2437  HISTORY     - 1913     SEE DESCRIPTION  CGS
 PE2437  HISTORY     - 1933     SEE DESCRIPTION  CGS
 PE2437  HISTORY     - 1949     SEE DESCRIPTION  CGS
 PE2437
 PE2437                          STATION DESCRIPTION
 PE2437
 PE2437'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 PE2437'ON THE HIGHEST POINT OF A HILL ON THE E BANK OF KENNEBEC RIVER
 PE2437'BACK OF A HOOK POINT 1/4 MILE S OF CARNEY POINT AND OPPOSITE
 PE2437'THE S END OF SWAN ISLAND.  THE TOP OF THE HILL IS NEARLY ALL
 PE2437'BARE ROCK, AND A STONE FENCE IS 3 METERS N OF THE STATION.  THE
 PE2437'STATION IS MARKED BY A COPPER BOLT SET IN A HOLE DRILLED IN THE
 PE2437'ROCK.  A PILE OF STONES WAS MADE AROUND THE STATION.  A
 PE2437'REFERENCE MARK, A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN
 PE2437'A BOULDER, IS 1.68 METERS FROM THE STATION IN AZIMUTH
 PE2437'190 DEG 47 MIN.
 PE2437
 PE2437                          STATION RECOVERY (1933)
 PE2437
 PE2437'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CMD)
 PE2437'STATION RECOVERED AND RE-MARKED.  ON A HILL OF THIS NAME ON THE
 PE2437'W SIDE OF THE KENNEBEC RIVER AND 1 MILE N OF RICHMOND.  THE HILL
 PE2437'IS BARE ABOUT THE STATION, WHICH IS 5 FEET LOWER THAN AND SE
 PE2437'FROM THE SUMMIT.  THE CHIMNEY OF THE HOUSE ABOUT 1/4 MILE DISTANT
 PE2437'BEARS ABOUT SW.  A LARGE OAK TREE 63 METERS DISTANT BEARS ABOUT
 PE2437'SSW.  CHIMNEY OF HATHORNS HOUSE ABOUT 1/3 DISTANT BEARS ABOUT
 PE2437'ESE.  A PILE OF STONES WAS MADE AROUND THE STATION.  THE
 PE2437'STATION IS ABOUT 600 METERS E OF THE HIGHWAY.
 PE2437'
 PE2437'STATION AND REFERENCE MARK NO. 1 ARE STANDARD BRONZE DISKS
 PE2437'WEDGED IN DRILL HOLES IN BOULDERS.  REFERENCE MARK NO. 2 IS A
 PE2437'STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 PE2437'
 PE2437'REFERENCE MARK NO. 1 IS 5.74 METERS TO THE SSW OF THE STATION,
 PE2437'WAS ESTABLISHED IN 1913, STAMPED HATHORN 1860-1913, AND IS
 PE2437'1.68 METERS IN AZIMUTH 190 DEG 47 MIN FROM THE STATION.
 PE2437'
 PE2437'REFERENCE MARK NO. 2 STAMPED HATHORN 1860-1913, IS 1.99 METERS W
 PE2437'OF THE STATION.
 PE2437'
 PE2437'REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2 IS 2.46 METERS.
 PE2437
 PE2437                          STATION RECOVERY (1949)
 PE2437
 PE2437'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM)
 PE2437'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 PE2437'1913 DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0360 ***********************************************************************
 OB0360  DESIGNATION -  HATHORN HILL 1863
 OB0360  PID         -  OB0360
 OB0360  STATE/COUNTY-  ME/KNOX
 OB0360  USGS QUAD   -  FRIENDSHIP (1973)
 OB0360
 OB0360                         *CURRENT SURVEY CONTROL
 OB0360  ___________________________________________________________________
 OB0360* NAD 83(1996)-  43 58 52.96153(N)    069 17 01.49356(W)     ADJUSTED  
 OB0360* NAVD 88     -        21.     (meters)      69.     (feet)  SCALED    
 OB0360  ___________________________________________________________________
 OB0360  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 OB0360  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 OB0360
 OB0360  HORZ ORDER  -  THIRD
 OB0360
 OB0360.The horizontal coordinates were established by classical geodetic methods
 OB0360.and adjusted by the National Geodetic Survey in March 1998..
 OB0360
 OB0360.The orthometric height was scaled from a topographic map.
 OB0360
 OB0360.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0360
 OB0360.The geoid height was determined by GEOID03.
 OB0360
 OB0360;                    North         East     Units Scale Factor Converg.
 OB0360;SPC ME E     -    35,262.361   237,125.097   MT  0.99994861   -0 32 39.4
 OB0360;SPC ME W     -   127,923.332   970,835.417   MT  1.00002836   +0 36 47.3
 OB0360;UTM  19      - 4,869,843.692   477,243.622   MT  0.99960637   -0 11 49.4
 OB0360
 OB0360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0360!SPC ME E     -   1.00000071  x   0.99994861  =   0.99994932
 OB0360!SPC ME W     -   1.00000071  x   1.00002836  =   1.00002907
 OB0360!UTM  19      -   1.00000071  x   0.99960637  =   0.99960708
 OB0360
 OB0360:                Primary Azimuth Mark                     Grid Az
 OB0360:SPC ME E     -  RACCOON RESET                            002 23 11.2
 OB0360:SPC ME W     -  RACCOON RESET                            001 13 44.5
 OB0360:UTM  19      -  RACCOON RESET                            002 02 21.2
 OB0360
 OB0360|---------------------------------------------------------------------|
 OB0360| PID    Reference Object                     Distance      Geod. Az  |
 OB0360|                                                           dddmmss.s |
 OB0360| PE2368 RACCOON RESET                       APPROX. 3.1 KM 0015031.8 |
 OB0360| OB0365 SEAVEYS J HOUSE CHIMNEY             APPROX. 0.8 KM 0372637.9 |
 OB0360| OB0363 TEAL ADAM HOUSE CENTER OF CHIM      APPROX. 2.7 KM 1203411.2 |
 OB0360| OB0328 TURKEY CHURCH                       APPROX. 5.0 KM 1411523.1 |
 OB0360|---------------------------------------------------------------------|
 OB0360
 OB0360                          SUPERSEDED SURVEY CONTROL
 OB0360
 OB0360  NAD 83(1992)-  43 58 52.96515(N)    069 17 01.47647(W) AD(       ) 3
 OB0360  NAD 83(1986)-  43 58 52.96963(N)    069 17 01.48301(W) AD(       ) 3
 OB0360  NAD 27      -  43 58 52.70000(N)    069 17 03.32000(W) AD(       ) 3
 OB0360
 OB0360.Superseded values are not recommended for survey control.
 OB0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0360.See file dsdata.txt to determine how the superseded data were derived.
 OB0360
 OB0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ7724469844(NAD 83)
 OB0360
 OB0360  HISTORY     - Date     Condition        Report By
 OB0360  HISTORY     - 1863     MONUMENTED       CGS
 OB0360  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0360  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OB0360
 OB0360                          STATION DESCRIPTION
 OB0360
 OB0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1863 (CF)
 OB0360'THE STATION IS ON A BARE HILL ON THE W SIDE OF MAPLE JUICE COVE
 OB0360'ABOUT 150 METERS FROM THE SHORE, ON LAND BELONGING TO RUFUS
 OB0360'HATHORN, WHOSE HOUSE IS ABOUT 120 METERS NW OF THE STATION.  MAPLE
 OB0360'JUICE COVE LIES ON THE WESTERN SIDE OF ST. GEORGE RIVER BETWEEN
 OB0360'STONE AND BURTON POINTS THE FORMER BEING ABOUT 3/4 MILE S BY E
 OB0360'AND THE LATTER ABOUT 1/2 MILE SE BY E FROM THE STATION.  THE MARK
 OB0360'IS A TRIANGLE CUT IN THE ROCK.  THE VILLAGE OF CUSHING IS ABOUT
 OB0360'2 MILES TO THE NORTHEASTWARD AND THE ROAD LEADING THERE
 OB0360'PASSES ABOUT 1/4 MILE W OF THE STATION.
 OB0360
 OB0360                          STATION RECOVERY (1934)
 OB0360
 OB0360'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0360'THIS STATION IS LOST.  NO TRACE OF IT COULD BE FOUND AFTER EXTENSIVE
 OB0360'SEARCH.
 OB0360
 OB0360                          STATION RECOVERY (1943)
 OB0360
 OB0360'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 OB0360'LISTED AS LOST IN 1934.  A FURTHER SEARCH IN 1943 DID NOT REVEAL
 OB0360'THE MARK.  PLANE-TABLE AND AIR COMPILATION METHODS MIGHT LOCATE
 OB0360'THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2430 ***********************************************************************
 PE2430  DESIGNATION -  HATHORNE HILL 1868
 PE2430  PID         -  PE2430
 PE2430  STATE/COUNTY-  ME/SAGADAHOC
 PE2430  USGS QUAD   -  RICHMOND (1980)
 PE2430
 PE2430                         *CURRENT SURVEY CONTROL
 PE2430  ___________________________________________________________________
 PE2430* NAD 83(1996)-  44 05 50.67484(N)    069 47 08.84324(W)     ADJUSTED  
 PE2430* NAVD 88     -        46.     (meters)     151.     (feet)  SCALED    
 PE2430  ___________________________________________________________________
 PE2430  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 PE2430  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 PE2430
 PE2430  HORZ ORDER  -  THIRD
 PE2430
 PE2430.The horizontal coordinates were established by classical geodetic methods
 PE2430.and adjusted by the National Geodetic Survey in March 1998..
 PE2430
 PE2430.The orthometric height was scaled from a topographic map.
 PE2430
 PE2430.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2430
 PE2430.The geoid height was determined by GEOID03.
 PE2430
 PE2430;                    North         East     Units Scale Factor Converg.
 PE2430;SPC ME W     -   140,507.030   930,497.651   MT  0.99997810   +0 15 54.2
 PE2430;UTM  19      - 4,882,992.157   437,103.102   MT  0.99964865   -0 32 48.6
 PE2430
 PE2430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2430!SPC ME W     -   0.99999687  x   0.99997810  =   0.99997497
 PE2430!UTM  19      -   0.99999687  x   0.99964865  =   0.99964552
 PE2430
 PE2430                          SUPERSEDED SURVEY CONTROL
 PE2430
 PE2430  NAD 83(1992)-  44 05 50.67355(N)    069 47 08.84252(W) AD(       ) 3
 PE2430  NAD 83(1986)-  44 05 50.67882(N)    069 47 08.84732(W) AD(       ) 3
 PE2430  NAD 27      -  44 05 50.42100(N)    069 47 10.70700(W) AD(       ) 3
 PE2430
 PE2430.Superseded values are not recommended for survey control.
 PE2430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2430.See file dsdata.txt to determine how the superseded data were derived.
 PE2430
 PE2430_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3710382992(NAD 83)
 PE2430
 PE2430  HISTORY     - Date     Condition        Report By
 PE2430  HISTORY     - 1868     MONUMENTED       COASUR
 PE2430  HISTORY     - 1913     SEE DESCRIPTION  CGS
 PE2430  HISTORY     - 1933     SEE DESCRIPTION  CGS
 PE2430  HISTORY     - 1949     SEE DESCRIPTION  CGS
 PE2430
 PE2430                          STATION DESCRIPTION
 PE2430
 PE2430'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 PE2430'ON A HILL OF THIS NAME ON THE W SIDE OF THE KENNEBEC RIVER AND
 PE2430'1 MILE N OF RICHMOND.  THE HILL IS BARE ABOUT THE STATION, WHICH
 PE2430'IS 5 FEET LOWER THAN AND SE FROM THE SUMMIT.  THE CHIMNEY OF THE
 PE2430'HOUSE IS ABOUT 1/4 MILE DISTANT BEARS ABOUT SW, A LARGE OAK TREE
 PE2430'63 METERS DISTANT BEARS ABOUT SSW.  CHIMNEY OF HATHORNS HOUSE
 PE2430'ABOUT 1/3 DISTANT BEARS ABOUT ESE.  THE STATION AND REFERENCE
 PE2430'MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL HOLES IN
 PE2430'BOULDERS.  THE REFERENCE MARK IS 5.74 METERS TO THE SSW.  A
 PE2430'PILE OF STONES WAS MADE AROUND THE STATION.
 PE2430
 PE2430                          STATION RECOVERY (1933)
 PE2430
 PE2430'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CMD)
 PE2430'STATION RECOVERED.  STATION IS 63 PACES E OF THE RIVER
 PE2430'ROAD.  THERE IS A SMALL COTTAGE WITH BRICK CHIMNEY ON ITS S SIDE
 PE2430'ON THE W SIDE OF ROAD OPPOSITE THE STATION.  THE TOLL BRIDGE
 PE2430'ACROSS THE KENNEBEC RIVER IS ABOUT 1/4 MILE NE OF THE STATION.  A
 PE2430'PILE OF ROCK WAS MADE AROUND THE STATION MARK.  THE LAND IS NOW
 PE2430'OWNED BY FRANK MORAN.
 PE2430'
 PE2430'STATION AND REFERENCE MARK NO. 1 ARE STAMPED 1868 - 1913.
 PE2430'
 PE2430'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK WEDGED IN A DRILL
 PE2430'HOLE IN A BOULDER, IS NW 30.495 METERS FROM THE STATION AND IS
 PE2430'STAMPED 1868 - 1933.
 PE2430'
 PE2430'REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2 IS 31.29 METERS.
 PE2430'
 PE2430'TO REACH STATION DRIVE UP RIVER ROAD 1 MILE FROM FOOT OF MAIN
 PE2430'STREET IN RICHMOND.
 PE2430
 PE2430                          STATION RECOVERY (1949)
 PE2430
 PE2430'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM)
 PE2430'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 PE2430'1933 DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1990 ***********************************************************************
 PE1990  DESIGNATION -  HAVEN
 PE1990  PID         -  PE1990
 PE1990  STATE/COUNTY-  ME/HANCOCK
 PE1990  USGS QUAD   -  STINSON NECK (1983)
 PE1990
 PE1990                         *CURRENT SURVEY CONTROL
 PE1990  ___________________________________________________________________
 PE1990* NAD 83(1996)-  44 13 11.93858(N)    068 34 58.01000(W)     ADJUSTED  
 PE1990* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 PE1990  ___________________________________________________________________
 PE1990  LAPLACE CORR-           3.88  (seconds)                    DEFLEC99
 PE1990  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 PE1990
 PE1990  HORZ ORDER  -  THIRD
 PE1990
 PE1990.The horizontal coordinates were established by classical geodetic methods
 PE1990.and adjusted by the National Geodetic Survey in March 1998..
 PE1990
 PE1990.The orthometric height was scaled from a topographic map.
 PE1990
 PE1990.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1990
 PE1990.The geoid height was determined by GEOID03.
 PE1990
 PE1990;                    North         East     Units Scale Factor Converg.
 PE1990;SPC ME E     -    61,476.784   293,385.729   MT  0.99990054   -0 03 27.8
 PE1990;UTM  19      - 4,896,390.958   533,326.367   MT  0.99961366   +0 17 27.5
 PE1990
 PE1990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1990!SPC ME E     -   1.00000296  x   0.99990054  =   0.99990350
 PE1990!UTM  19      -   1.00000296  x   0.99961366  =   0.99961662
 PE1990
 PE1990:                Primary Azimuth Mark                     Grid Az
 PE1990:SPC ME E     -  DEVIL                                    086 31 30.1
 PE1990:UTM  19      -  DEVIL                                    086 10 34.8
 PE1990
 PE1990|---------------------------------------------------------------------|
 PE1990| PID    Reference Object                     Distance      Geod. Az  |
 PE1990|                                                           dddmmss.s |
 PE1990| PE2000 DEVIL                               APPROX. 2.8 KM 0862802.3 |
 PE1990| CE7978 HAVEN RM 1                           10.790 METERS 28454     |
 PE1990| CE7979 HAVEN RM 2                            6.332 METERS 35259     |
 PE1990|---------------------------------------------------------------------|
 PE1990
 PE1990                          SUPERSEDED SURVEY CONTROL
 PE1990
 PE1990  NAD 83(1992)-  44 13 11.94637(N)    068 34 57.99346(W) AD(       ) 3
 PE1990  NAD 83(1986)-  44 13 11.95115(N)    068 34 58.00221(W) AD(       ) 3
 PE1990  NAD 27      -  44 13 11.67100(N)    068 34 59.94500(W) AD(       ) 3
 PE1990
 PE1990.Superseded values are not recommended for survey control.
 PE1990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1990.See file dsdata.txt to determine how the superseded data were derived.
 PE1990
 PE1990_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ3332696391(NAD 83)
 PE1990_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PE1990_SETTING: 66 = SET IN ROCK OUTCROP
 PE1990
 PE1990  HISTORY     - Date     Condition        Report By
 PE1990  HISTORY     - 1945     MONUMENTED       CGS
 PE1990  HISTORY     - 1956     SEE DESCRIPTION  CGS
 PE1990
 PE1990                          STATION DESCRIPTION
 PE1990
 PE1990'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (FLP)
 PE1990'STATION IS STANDARD DISK SET IN DRILL HOLE IN LEDGE ON N SIDE OF
 PE1990'E END OF BEAR I.  IT IS ABOUT 80 M NW OF MOST EASTERLY LEDGE
 PE1990'POINT ON ISLAND AND 1 M N OF GRASS LINE ON HIGH PART OF LEDGE
 PE1990'POINT.  R M 1 IS STANDARD DISK SET IN DRILL HOLE IN TOP OF
 PE1990'BOULDER ON GRASS LINE TO W OF STATION.  R M 2 IS STANDARD DISK
 PE1990'SET IN DRILL HOLE IN LEDGE N OF STATION.
 PE1990'
 PE1990'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 PE1990
 PE1990                          STATION RECOVERY (1956)
 PE1990
 PE1990'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 PE1990'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 PE1990'GOOD CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE
 PE1990'VERIFIED.  THE ORIGINAL DESCRIPTION IS ADEQUATE AND COMPLETE WITH
 PE1990'THE FOLLOWING ADDITIONS--
 PE1990'
 PE1990'THE STATION MARK IS STAMPED HAVEN 1945.  THE REFERENCE MARKS
 PE1990'ARE STAMPED HAVEN 1945 1 AND 2, RESPECTIVELY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2071 ***********************************************************************
 PE2071  DESIGNATION -  HAY ISLAND RESET
 PE2071  PID         -  PE2071
 PE2071  STATE/COUNTY-  ME/KNOX
 PE2071  USGS QUAD   -  VINALHAVEN (1988)
 PE2071
 PE2071                         *CURRENT SURVEY CONTROL
 PE2071  ___________________________________________________________________
 PE2071* NAD 83(1996)-  44 00 55.77863(N)    068 47 36.65382(W)     ADJUSTED  
 PE2071* NAVD 88     -        18.     (meters)      59.     (feet)  SCALED    
 PE2071  ___________________________________________________________________
 PE2071  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 PE2071  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 PE2071
 PE2071  HORZ ORDER  -  THIRD
 PE2071
 PE2071.The horizontal coordinates were established by classical geodetic methods
 PE2071.and adjusted by the National Geodetic Survey in March 1998..
 PE2071
 PE2071.The orthometric height was scaled from a topographic map.
 PE2071
 PE2071.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2071
 PE2071.The geoid height was determined by GEOID03.
 PE2071
 PE2071;                    North         East     Units Scale Factor Converg.
 PE2071;SPC ME E     -    38,795.921   276,466.760   MT  0.99990681   -0 12 14.2
 PE2071;UTM  19      - 4,873,614.457   516,550.448   MT  0.99960337   +0 08 36.5
 PE2071
 PE2071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2071!SPC ME E     -   1.00000110  x   0.99990681  =   0.99990791
 PE2071!UTM  19      -   1.00000110  x   0.99960337  =   0.99960447
 PE2071
 PE2071:                Primary Azimuth Mark                     Grid Az
 PE2071:SPC ME E     -  CALDERWOOD POINT TREE                    009 01 55.8
 PE2071:UTM  19      -  CALDERWOOD POINT TREE                    008 41 05.1
 PE2071
 PE2071|---------------------------------------------------------------------|
 PE2071| PID    Reference Object                     Distance      Geod. Az  |
 PE2071|                                                           dddmmss.s |
 PE2071| PE2086 CALDERWOOD POINT TREE               APPROX. 6.1 KM 0084941.6 |
 PE2071| PE2048 STONINGTON WATER TOWER              APPROX.18.6 KM 0311859.0 |
 PE2071| CE7980 HAY ISLAND RM 1                      16.325 METERS 04154     |
 PE2071| PE2026 ISLE AU HAUT CHURCH SPIRE           APPROX.14.3 KM 0630430.4 |
 PE2071| PE2037 ROBINSON POINT LIGHTHOUSE           APPROX.12.6 KM 0641700.7 |
 PE2071| PE2040 ISLE AU HAUT LIGHTHOUSE             APPROX.12.6 KM 0641743.1 |
 PE2071| PE2036 SADDLEBACK LEDGE LIGHTHOUSE         APPROX. 5.4 KM 0911909.4 |
 PE2071| CE7981 HAY ISLAND RM 2                       4.972 METERS 12952     |
 PE2071| PE2083 HERON NECK LIGHTHOUSE               APPROX. 5.6 KM 2810918.4 |
 PE2071| PE2075 POINT LEDGE BEACON                  APPROX. 3.1 KM 2972341.7 |
 PE2071| PE2078 LANES ISLAND POLE                   APPROX. 3.8 KM 3032834.3 |
 PE2071| PE2076 VINAL HAVEN WATER TOWER             APPROX. 5.0 KM 3151912.6 |
 PE2071|---------------------------------------------------------------------|
 PE2071
 PE2071                          SUPERSEDED SURVEY CONTROL
 PE2071
 PE2071  NAD 83(1992)-  44 00 55.78538(N)    068 47 36.63238(W) AD(       ) 3
 PE2071  NAD 83(1986)-  44 00 55.78944(N)    068 47 36.63825(W) AD(       ) 3
 PE2071  NAD 27      -  44 00 55.49300(N)    068 47 38.54700(W) AD(       ) 3
 PE2071
 PE2071.Superseded values are not recommended for survey control.
 PE2071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2071.See file dsdata.txt to determine how the superseded data were derived.
 PE2071
 PE2071_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ1655073614(NAD 83)
 PE2071_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PE2071_SETTING: 66 = SET IN ROCK OUTCROP
 PE2071_SP_SET: SET IN ROCK OUTCROP
 PE2071_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2071_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE2071+STABILITY: POSITION/ELEVATION WELL
 PE2071
 PE2071  HISTORY     - Date     Condition        Report By
 PE2071  HISTORY     - 1934     MONUMENTED       CGS
 PE2071  HISTORY     - 1909     SEE DESCRIPTION  CGS
 PE2071  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2071  HISTORY     - 1975     SEE DESCRIPTION  NGS
 PE2071  HISTORY     - 1983     GOOD             NOS
 PE2071
 PE2071                          STATION DESCRIPTION
 PE2071
 PE2071'DESCRIBED BY COAST AND GEODETIC SURVEY 1909
 PE2071'ON THE ISLAND OF THAT NAME LYING ABOUT 1-1/2 MILES SE OF VINAL
 PE2071'HAVEN ISLAND, AND 1/4 MILE N OF OTTER ISLAND.
 PE2071'
 PE2071'THE STATION IS MARKED BY A HOLE DRILLED IN THE TOP OF A CONCRETE
 PE2071'POST SET AT THE HIGHEST POINT OF THE ISLAND.
 PE2071'
 PE2071'TWO REFERENCE MARKS, 3/4-INCH DRILL HOLES FILLED WITH LEAD, ARE
 PE2071'PLACED, RESPECTIVELY, 6.3 METERS NE AND 16.9 METERS SE OF THE
 PE2071'STATION.
 PE2071
 PE2071                          STATION RECOVERY (1934)
 PE2071
 PE2071'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2071'STATION WAS RECOVERED AS DESCRIBED EXCEPT THAT THE OLD CONCRETE
 PE2071'POST HAS BEEN DESTROYED.  A NEW POST WAS SET AT THE GIVEN
 PE2071'DISTANCES FROM THE OLD REFERENCE MARKS.
 PE2071'
 PE2071'STATION IS ON THE HIGHEST POINT OF HAY ISLAND, A SMALL ISLAND
 PE2071'WHICH IS ABOUT 65 FEET HIGH AND IS BARE EXCEPT FOR GRASS AND
 PE2071'SMALL BUSHES.  IT IS ABOUT 2-1/2 MILES SE OF VINAL HAVEN
 PE2071'VILLAGE AND ABOUT 2 MILES W OF SADDLEBACK LEDGE LIGHT.
 PE2071'
 PE2071'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE AS
 PE2071'DESCRIBED IN NOTE 1A.
 PE2071'
 PE2071'TWO NEW REFERENCE MARKS, STANDARD BRONZE DISKS WEDGED IN DRILL
 PE2071'HOLES IN OUTCROPPING BEDROCK, WERE SET.
 PE2071'
 PE2071'REFERENCE MARK NO. 1 IS ON A BARE LEDGE NE OF THE HIGHEST POINT
 PE2071'AND ACROSS A SMALL DEPRESSION.  REFERENCE MARK NO. 2 IS ON BARE
 PE2071'LEDGE AT THE TOP OF A SHEER CLIFF ON THE E SIDE OF THE
 PE2071'ISLAND.  BOTH OLD DRILL HOLE REFERENCE MARKS WERE LEFT INTACT.
 PE2071'GOOD ANCHORAGE CAN BE FOUND ON THE W SIDE OF THE ISLAND.
 PE2071
 PE2071                          STATION RECOVERY (1975)
 PE2071
 PE2071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JWB)
 PE2071'AT THIS STATION TABLET AND TOP CONCRETE POST GONE.  POST WITH
 PE2071'DRILL HOLE STILL VISIBLE.
 PE2071
 PE2071                          STATION RECOVERY (1983)
 PE2071
 PE2071'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1983 (CSM)
 PE2071'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0689 ***********************************************************************
 RF0689  DESIGNATION -  HAY STACK MT
 RF0689  PID         -  RF0689
 RF0689  STATE/COUNTY-  ME/AROOSTOOK
 RF0689  USGS QUAD   -  MAPLETON (1984)
 RF0689
 RF0689                         *CURRENT SURVEY CONTROL
 RF0689  ___________________________________________________________________
 RF0689* NAD 83(1996)-  46 40 01.13769(N)    068 13 55.46651(W)     ADJUSTED  
 RF0689* NAVD 88     -                                                        
 RF0689  ___________________________________________________________________
 RF0689  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 RF0689  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 RF0689
 RF0689  HORZ ORDER  -  THIRD
 RF0689
 RF0689.The horizontal coordinates were established by classical geodetic methods
 RF0689.and adjusted by the National Geodetic Survey in March 1998..
 RF0689
 RF0689
 RF0689.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0689
 RF0689.The geoid height was determined by GEOID03.
 RF0689
 RF0689;                    North         East     Units Scale Factor Converg.
 RF0689;SPC ME E     -   333,441.759   320,501.588   MT  0.99990516   +0 11 41.6
 RF0689;UTM  19      - 5,168,444.538   558,743.669   MT  0.99964241   +0 33 30.9
 RF0689
 RF0689                          SUPERSEDED SURVEY CONTROL
 RF0689
 RF0689  NAD 83(1992)-  46 40 01.13287(N)    068 13 55.46141(W) AD(       ) 4
 RF0689  NAD 83(1986)-  46 40 01.13149(N)    068 13 55.46647(W) AD(       ) 4
 RF0689  NAD 27      -  46 40 00.98000(N)    068 13 57.33600(W) AD(       ) 3
 RF0689
 RF0689.Superseded values are not recommended for survey control.
 RF0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0689.See file dsdata.txt to determine how the superseded data were derived.
 RF0689
 RF0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM5874468445(NAD 83)
 RF0689
 RF0689  HISTORY     - Date     Condition        Report By
 RF0689  HISTORY     - 1941     MONUMENTED       CGS
 RF0689
 RF0689                          STATION DESCRIPTION
 RF0689
 RF0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 RF0689'THIS INTERSECTION STATION IS A SHARP-POINTED MOUNTAIN KNOWN
 RF0689'AS HAY STACK MOUNTAIN LOCATED ABOUT 10 MILES NE OF ASHLAND.  THE
 RF0689'HIGHEST POINT OF THIS PYRAMIDAL PEAK WAS OBSERVED ON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0888 ***********************************************************************
 PD0888  DESIGNATION -  HAYCOCK RESET
 PD0888  PID         -  PD0888
 PD0888  STATE/COUNTY-  ME/WASHINGTON
 PD0888  USGS QUAD   -  WEST LUBEC (1975)
 PD0888
 PD0888                         *CURRENT SURVEY CONTROL
 PD0888  ___________________________________________________________________
 PD0888* NAD 83(1996)-  44 45 09.21455(N)    067 03 54.53707(W)     ADJUSTED  
 PD0888* NAVD 88     -        17.9    (meters)      59.     (feet)  VERTCON   
 PD0888  ___________________________________________________________________
 PD0888  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 PD0888  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 PD0888
 PD0888  HORZ ORDER  -  SECOND
 PD0888
 PD0888.The horizontal coordinates were established by classical geodetic methods
 PD0888.and adjusted by the National Geodetic Survey in March 1998..
 PD0888
 PD0888.The NAVD 88 height was computed by applying the VERTCON shift value to
 PD0888.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PD0888
 PD0888.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0888
 PD0888.The geoid height was determined by GEOID03.
 PD0888
 PD0888;                    North         East     Units Scale Factor Converg.
 PD0888;SPC ME E     -   121,650.016   413,608.085   MT  1.00005867   +1 00 37.1
 PD0888;UTM  19      - 4,957,284.462   653,151.067   MT  0.99988843   +1 21 45.0
 PD0888
 PD0888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0888!SPC ME E     -   1.00000069  x   1.00005867  =   1.00005936
 PD0888!UTM  19      -   1.00000069  x   0.99988843  =   0.99988911
 PD0888
 PD0888|---------------------------------------------------------------------|
 PD0888| PID    Reference Object                     Distance      Geod. Az  |
 PD0888|                                                           dddmmss.s |
 PD0888| CE7982 HAYCOCK RM 1                          4.508 METERS 12519     |
 PD0888| PD0951 MOOSE RESET                         APPROX. 1.6 KM 2260442.6 |
 PD0888| CE7983 HAYCOCK RM 2                          3.834 METERS 24037     |
 PD0888|---------------------------------------------------------------------|
 PD0888
 PD0888                          SUPERSEDED SURVEY CONTROL
 PD0888
 PD0888  NAD 83(1992)-  44 45 09.21088(N)    067 03 54.53808(W) AD(       ) 2
 PD0888  NAD 83(1986)-  44 45 09.20792(N)    067 03 54.53968(W) AD(       ) 2
 PD0888  NAD 27      -  44 45 08.91600(N)    067 03 56.61700(W) AD(       ) 2
 PD0888  NGVD 29 (07/19/86)   18.1    (m)           59.     (f) VERT ANG       
 PD0888
 PD0888.Superseded values are not recommended for survey control.
 PD0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0888.See file dsdata.txt to determine how the superseded data were derived.
 PD0888
 PD0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5315157284(NAD 83)
 PD0888_MARKER: H = DRILL HOLE
 PD0888_SETTING: 80 = SET IN A BOULDER
 PD0888
 PD0888  HISTORY     - Date     Condition        Report By
 PD0888  HISTORY     - 1960     MONUMENTED       CGS
 PD0888  HISTORY     - 1946     GOOD             CGS
 PD0888  HISTORY     - 1960     SEE DESCRIPTION  CGS
 PD0888
 PD0888                          STATION DESCRIPTION
 PD0888
 PD0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0888'STATION IS ON THE S SIDE OF THE HEAD ON THE E SIDE OF THE ENTRANCE
 PD0888'TO HAYCOCK HARBOR, ABOUT 100 METERS W OF THE MOST E TIP OF THE
 PD0888'POINT, 4 METERS S OF THE TREE LINE, AND ABOUT 18 METERS W OF THE
 PD0888'W EDGE OF A PROMINENT N-S CREVICE WHICH NEARLY SPLITS OFF THE
 PD0888'OUTER PART OF THE HEAD.  THE STATION IS ON THE HIGHEST POINT OF
 PD0888'THE HEAD WHICH IS COVERED BY A FOOT OF SOIL AND MOSS BUT IS BARE
 PD0888'OF TREES.  THE STATION IS BEST REACHED BY A BOAT, AND IS
 PD0888'3.4 MILES S OF WEST LUBEC, ON STATE HIGHWAY 191, AT THE HEAD
 PD0888'OF BAILEYS MISTAKE, AND ABOUT 1/2 MILE S OF THE ENTRANCE TO
 PD0888'BAILEYS MISTAKE.
 PD0888'
 PD0888'STATION MARK IS A 1/2-INCH DRILL HOLE, 1-1/2 INCHES DEEP,
 PD0888'SURROUNDED BY A TRIANGLE 9 INCHES ON EACH SIDE, CUT IN THE ROCK,
 PD0888'AND COVERED BY A CAIRN.
 PD0888
 PD0888                          STATION RECOVERY (1960)
 PD0888
 PD0888'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HRL)
 PD0888'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 PD0888'CONDITION.  A STATION DISK WAS CEMENTED IN THE DRILL HOLE WHICH
 PD0888'MARKED THE ORIGINAL STATION AND TWO REFERENCE MARKS WERE
 PD0888'ESTABLISHED.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 PD0888'
 PD0888'STATION IS LOCATED ABOUT 9-1/2 MILES NORTHEAST OF CUTLER AND
 PD0888'ABOUT 4-1/2 MILES SOUTH OF WEST LUBEC ON A HIGH ROCK OVERLOOKING
 PD0888'THE ATLANTIC COAST TO THE EAST, HAYCOCK HARBOR TO THE SOUTHWEST
 PD0888'AND BAILEYS MISTAKE TO THE NORTHEAST.  STATION IS 59 FEET
 PD0888'SOUTHEAST OF THE EDGE OF LARGE ROCK CREVICE, 17 FEET SOUTHEAST OF
 PD0888'A SMALL PINE TREE WITH TRIANGLE BLAZE AND 10 FEET NORTHWEST OF THE
 PD0888'EDGE OF ROCK.  THE STATION IS MARKED BY A STANDARD DISK
 PD0888'CEMENTED FLUSH IN A DRILL HOLE IN THE ROCK, ABOUT 1 FOOT BELOW
 PD0888'THE SURFACE AND THE DISK IS STAMPED HAYCOCK 1883 1960.
 PD0888'
 PD0888'TO REACH STATION FROM THE POST OFFICE IN CUTLER, GO NORTHEAST ON
 PD0888'STATE HIGHWAY 191 FOR 9.7 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT,
 PD0888'PASSING BETWEEN HOUSE AND BARN, FOR 0.25 MILE TO A FORK.  TAKE
 PD0888'LEFT FORK AND FOLLOW MAIN WOODS ROAD FOR 0.75 MILE TO END OF
 PD0888'TRUCK TRAVEL.  PACK EASTERLY ON BULLDOZED ROAD ABOUT 0.1 MILE TO
 PD0888'CROSSROADS.  TURN RIGHT AND GO ABOUT 0.05 MILE TO FOOTPATH ON
 PD0888'LEFT LEADING TO BEACH.  FOLLOW FOOTPATH ABOUT 0.05 MILE TO
 PD0888'BEACH.  BEAR RIGHT ALONG BEACH FOR ABOUT 0.1 MILE TO HILL ON
 PD0888'RIGHT.  BEAR RIGHT UP HILL TO STATION AS DESCRIBED.
 PD0888'
 PD0888'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED FLUSH IN A DRILL
 PD0888'HOLE IN THE ROCK AND THE DISK IS STAMPED HAYCOCK NO 1 1883
 PD0888'1960.  THE MARK IS ABOUT 2 FEET LOWER THAN THE ELEVATION OF THE
 PD0888'STATION.
 PD0888'
 PD0888'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED FLUSH IN A DRILL
 PD0888'HOLE IN THE ROCK AND THE DISK IS STAMPED HAYCOCK NO 2 1883
 PD0888'1960.  THE MARK IS ABOUT 2 FEET LOWER THAN THE ELEVATION OF THE
 PD0888'STATION.
 PD0888'
 PD0888'1960 OBSERVATIONS TAKEN FROM A 4 FOOT TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1987 ***********************************************************************
 PE1987  DESIGNATION -  HAYCOCK ROCK BEACON
 PE1987  PID         -  PE1987
 PE1987  STATE/COUNTY-  ME/HANCOCK
 PE1987  USGS QUAD   -  STINSON NECK (1983)
 PE1987
 PE1987                         *CURRENT SURVEY CONTROL
 PE1987  ___________________________________________________________________
 PE1987* NAD 83(1996)-  44 10 07.98140(N)    068 35 19.45846(W)     ADJUSTED  
 PE1987* NAVD 88     -                                                        
 PE1987  ___________________________________________________________________
 PE1987  LAPLACE CORR-           3.88  (seconds)                    DEFLEC99
 PE1987  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 PE1987
 PE1987  HORZ ORDER  -  THIRD
 PE1987
 PE1987.The horizontal coordinates were established by classical geodetic methods
 PE1987.and adjusted by the National Geodetic Survey in March 1998..
 PE1987
 PE1987
 PE1987.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1987
 PE1987.The geoid height was determined by GEOID03.
 PE1987
 PE1987;                    North         East     Units Scale Factor Converg.
 PE1987;SPC ME E     -    55,799.906   292,903.555   MT  0.99990062   -0 03 42.6
 PE1987;UTM  19      - 4,890,712.882   532,878.865   MT  0.99961329   +0 17 11.6
 PE1987
 PE1987                          SUPERSEDED SURVEY CONTROL
 PE1987
 PE1987  NAD 83(1992)-  44 10 07.99100(N)    068 35 19.44147(W) AD(       ) 4
 PE1987  NAD 83(1986)-  44 10 07.99370(N)    068 35 19.44459(W) AD(       ) 4
 PE1987  NAD 27      -  44 10 07.70000(N)    068 35 21.36000(W) AD(       ) 3
 PE1987
 PE1987.Superseded values are not recommended for survey control.
 PE1987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1987.See file dsdata.txt to determine how the superseded data were derived.
 PE1987
 PE1987_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ3287990713(NAD 83)
 PE1987_MARKER: 16 = DAYBEACON
 PE1987
 PE1987  HISTORY     - Date     Condition        Report By
 PE1987  HISTORY     - 1934     FIRST OBSERVED   CGS
 PE1987  HISTORY     - 1945     GOOD             CGS
 PE1987
 PE1987                          STATION DESCRIPTION
 PE1987
 PE1987'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1987'THIS STATION IS THE TOP OF THE BLACK IRON SPINDLE ON HAYCOCK
 PE1987'ROCK AT THE EAST END OF DEER ISLE THOROFARE, ABOUT 1/2 MI. WEST
 PE1987'OF EASTERN MARK ISLAND.
 PE1987
 PE1987                          STATION RECOVERY (1945)
 PE1987
 PE1987'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (FLP)
 PE1987'STATION RECOVERED AS DESCRIBED IN FAIR CONDITION.  TOP OF
 PE1987'SPINDLE NOW LEANING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1929 ***********************************************************************
 PE1929  DESIGNATION -  HAYNES
 PE1929  PID         -  PE1929
 PE1929  STATE/COUNTY-  ME/HANCOCK
 PE1929  USGS QUAD   -  NEWBURY NECK (1981)
 PE1929
 PE1929                         *CURRENT SURVEY CONTROL
 PE1929  ___________________________________________________________________
 PE1929* NAD 83(1996)-  44 24 49.85332(N)    068 25 57.54912(W)     ADJUSTED  
 PE1929* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 PE1929  ___________________________________________________________________
 PE1929  LAPLACE CORR-           7.28  (seconds)                    DEFLEC99
 PE1929  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 PE1929
 PE1929  HORZ ORDER  -  SECOND
 PE1929
 PE1929.The horizontal coordinates were established by classical geodetic methods
 PE1929.and adjusted by the National Geodetic Survey in March 1998..
 PE1929
 PE1929.The orthometric height was scaled from a topographic map.
 PE1929
 PE1929.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1929
 PE1929.The geoid height was determined by GEOID03.
 PE1929
 PE1929;                    North         East     Units Scale Factor Converg.
 PE1929;SPC ME E     -    83,015.501   305,363.459   MT  0.99990035   +0 02 49.7
 PE1929;UTM  19      - 4,917,996.224   545,169.229   MT  0.99962509   +0 23 49.4
 PE1929
 PE1929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1929!SPC ME E     -   1.00000371  x   0.99990035  =   0.99990406
 PE1929!UTM  19      -   1.00000371  x   0.99962509  =   0.99962880
 PE1929
 PE1929|---------------------------------------------------------------------|
 PE1929| PID    Reference Object                     Distance      Geod. Az  |
 PE1929|                                                           dddmmss.s |
 PE1929| CE7984 HAYNES RM 1                          16.060 METERS 05018     |
 PE1929| CE7985 HAYNES RM 2                          17.200 METERS 10258     |
 PE1929| PE1919 BARTLETT                            APPROX. 6.6 KM 1785554.4 |
 PE1929|---------------------------------------------------------------------|
 PE1929
 PE1929                          SUPERSEDED SURVEY CONTROL
 PE1929
 PE1929  NAD 83(1992)-  44 24 49.84892(N)    068 25 57.53695(W) AD(       ) 2
 PE1929  NAD 83(1986)-  44 24 49.84850(N)    068 25 57.54047(W) AD(       ) 2
 PE1929  NAD 27      -  44 24 49.55900(N)    068 25 59.46900(W) AD(       ) 2
 PE1929
 PE1929.Superseded values are not recommended for survey control.
 PE1929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1929.See file dsdata.txt to determine how the superseded data were derived.
 PE1929
 PE1929_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK4516917996(NAD 83)
 PE1929
 PE1929  HISTORY     - Date     Condition        Report By
 PE1929  HISTORY     - 1864     MONUMENTED       CGS
 PE1929  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE1929  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE1929  HISTORY     - 1956     SEE DESCRIPTION  CGS
 PE1929
 PE1929                          STATION DESCRIPTION
 PE1929
 PE1929'DESCRIBED BY COAST AND GEODETIC SURVEY 1864 (GAF)
 PE1929'ON THE HIGHEST PART OF THE PROMINENT POINT OF THAT NAME ON THE E
 PE1929'SIDE OF UNION RIVER BAY, ABOUT 7/8 MILE TRUE N FROM SW POINT AND
 PE1929'ABREAST OF HOPKINS POINT OF NEWBURY NECK.
 PE1929'
 PE1929'THE STATION MARK IS A COPPER BOLT SET IN A HOLE IN A ROCK.
 PE1929
 PE1929                          STATION RECOVERY (1934)
 PE1929
 PE1929'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1929'IN TRENTON TOWNSHIP, ON THE W BANK OF UNION RIVER BAY, ON HAYNES
 PE1929'POINT WHICH LIES ABOUT 1.5 MILES N OF THE S END OF THIS GENERAL
 PE1929'NECK OF LAND, AND IS THE ONLY PROMINENT POINT IN THE VICNITY.
 PE1929'
 PE1929'THE STATION MARK IN A SMALL BOULDER WHICH PROJECTS ABOUT 1 FOOT
 PE1929'ABOVE THE GRASS, IS 25 FEET S, OF THE CENTER LINE OF THE ROAD
 PE1929'LEADING TO THE STATION, 141 FEET E, OF THE W HIGH-WATER LINE AND 77
 PE1929'FEET N OF THE S HIGH-WATER LINE.
 PE1929'
 PE1929'REFERENCE MARK NO. 1 IS 175 FEET E OF THE W HIGH-WATER LINE AND
 PE1929'15 FEET N OF THE CENTER LINE OF ROAD.
 PE1929'
 PE1929'REFERENCE MARK NO. 2 IS 198 FEET E OF THE W HIGH-WATER LINE AND
 PE1929'26 FEET S OF THE CENTER LINE OF ROAD.
 PE1929'
 PE1929'TO REACH STATION FROM THE ELLSWORTH POST OFFICE, GO S 9.5
 PE1929'MILES ON THE ROAD WHICH LEADS ALONG THE E SIDE OF THE RIVER AND
 PE1929'TURN RIGHT AT A SIGN J.J.E ROTHERY, 40 BROAD ST. BOSTON.  FOLLOW
 PE1929'THIS ROAD 0.5 MILE TO STATION.
 PE1929'
 PE1929'A 20-FOOT FRAME WAS ERECTED OVER THE STATION.
 PE1929
 PE1929                          STATION RECOVERY (1944)
 PE1929
 PE1929'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1929'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION AS
 PE1929'DESCRIBED BY K.G.C. IN 1934.  DISTANCES TO REFERENCE MARKS WERE
 PE1929'CHECKED AND FOUND CORRECT, EXCEPT THE DISTANCE TO REFERENCE MARK
 PE1929'1 AND WAS FOUND TO BE 16.105 METERS INSTEAD OF 16.060 METERS.
 PE1929
 PE1929                          STATION RECOVERY (1956)
 PE1929
 PE1929'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 PE1929'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 PE1929'GOOD CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE
 PE1929'VERIFIED WITH THE EXCEPTION NOTED BELOW.  THE 1934 DESCRIPTION
 PE1929'BY K.G.C. IS ADEQUATED WITH THE FOLLOWING ADDITIONS--
 PE1929'
 PE1929'THE DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE 16.105 M.
 PE1929'INSTEAD OF 16.060 M.
 PE1929'
 PE1929'REFERENCE MARK 1 IS STAMPED HAYNES 1864 1934 NO 1.
 PE1929'
 PE1929'REFERENCE MARK 2 IS STAMPED HAYNES 1864 1934 NO 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0690 ***********************************************************************
 RF0690  DESIGNATION -  HAYSTACK
 RF0690  PID         -  RF0690
 RF0690  STATE/COUNTY-  ME/AROOSTOOK
 RF0690  USGS QUAD   -  MAPLETON (1984)
 RF0690
 RF0690                         *CURRENT SURVEY CONTROL
 RF0690  ___________________________________________________________________
 RF0690* NAD 83(1996)-  46 40 01.02984(N)    068 13 55.46379(W)     ADJUSTED  
 RF0690* NAVD 88     -       409.     (meters)    1342.     (feet)  SCALED    
 RF0690  ___________________________________________________________________
 RF0690  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 RF0690  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 RF0690
 RF0690  HORZ ORDER  -  THIRD
 RF0690
 RF0690.The horizontal coordinates were established by classical geodetic methods
 RF0690.and adjusted by the National Geodetic Survey in March 1998..
 RF0690
 RF0690.The orthometric height was scaled from a topographic map.
 RF0690
 RF0690.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0690
 RF0690.The geoid height was determined by GEOID03.
 RF0690
 RF0690;                    North         East     Units Scale Factor Converg.
 RF0690;SPC ME E     -   333,438.429   320,501.657   MT  0.99990516   +0 11 41.6
 RF0690;UTM  19      - 5,168,441.209   558,743.760   MT  0.99964241   +0 33 30.9
 RF0690
 RF0690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0690!SPC ME E     -   0.99993962  x   0.99990516  =   0.99984479
 RF0690!UTM  19      -   0.99993962  x   0.99964241  =   0.99958205
 RF0690
 RF0690                          SUPERSEDED SURVEY CONTROL
 RF0690
 RF0690  NAD 83(1992)-  46 40 01.02536(N)    068 13 55.45885(W) AD(       ) 3
 RF0690  NAD 83(1986)-  46 40 01.02408(N)    068 13 55.46395(W) AD(       ) 3
 RF0690  NAD 27      -  46 40 00.87287(N)    068 13 57.32711(W) AD(       ) 3
 RF0690
 RF0690.Superseded values are not recommended for survey control.
 RF0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0690.See file dsdata.txt to determine how the superseded data were derived.
 RF0690
 RF0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM5874468441(NAD 83)
 RF0690_MARKER: DD = SURVEY DISK
 RF0690_SETTING: 66 = SET IN ROCK OUTCROP
 RF0690_SP_SET: SET IN ROCK OUTCROP
 RF0690_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0690+STABILITY: POSITION/ELEVATION WELL
 RF0690
 RF0690  HISTORY     - Date     Condition        Report By
 RF0690  HISTORY     - 1927     MONUMENTED       USGS
 RF0690
 RF0690                          STATION DESCRIPTION
 RF0690
 RF0690'DESCRIBED BY US GEOLOGICAL SURVEY 1927
 RF0690'SITUATED ABOUT 10.0 MI W. OF PRESQUE ISLE IN CASTLE TOWNSHIP, JUST
 RF0690'ON N. SIDE OF MAIN RD. TO ASHLAND.  IT IS ON TOP OF VERY PROMINENT
 RF0690'ROCK PINNACLE WHICH IS 300 TO 400 FT HIGH.  THERE IS AN EXCELLENT VIEW
 RF0690'IN EVERY DIRECTION.  THE ASCENT FROM THE HWY. MAY BE MADE IN 15
 RF0690'MINUTES.
 RF0690'
 RF0690'STATION MARK,  STANDARD DISK SET IN SOLID ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0916 ***********************************************************************
 QF0916  DESIGNATION -  HAYWOOD
 QF0916  PID         -  QF0916
 QF0916  STATE/COUNTY-  ME/WASHINGTON
 QF0916  USGS QUAD   -  CALAIS (1977)
 QF0916
 QF0916                         *CURRENT SURVEY CONTROL
 QF0916  ___________________________________________________________________
 QF0916* NAD 83(1996)-  45 07 31.68674(N)    067 20 21.57411(W)     ADJUSTED  
 QF0916* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 QF0916  ___________________________________________________________________
 QF0916  LAPLACE CORR-           4.81  (seconds)                    DEFLEC99
 QF0916  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 QF0916
 QF0916  HORZ ORDER  -  THIRD
 QF0916
 QF0916.The horizontal coordinates were established by classical geodetic methods
 QF0916.and adjusted by the National Geodetic Survey in March 1998..
 QF0916
 QF0916.The orthometric height was scaled from a topographic map.
 QF0916
 QF0916.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0916
 QF0916.The geoid height was determined by GEOID03.
 QF0916
 QF0916;                    North         East     Units Scale Factor Converg.
 QF0916;SPC ME E     -   162,741.247   391,306.360   MT  1.00000248   +0 49 21.3
 QF0916;UTM  19      - 4,998,229.959   630,600.477   MT  0.99980973   +1 10 37.2
 QF0916
 QF0916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0916!SPC ME E     -   1.00000134  x   1.00000248  =   1.00000382
 QF0916!UTM  19      -   1.00000134  x   0.99980973  =   0.99981106
 QF0916
 QF0916:                Primary Azimuth Mark                     Grid Az
 QF0916:SPC ME E     -  COVE IBC 1910                            035 12 58.3
 QF0916:UTM  19      -  COVE IBC 1910                            034 51 42.4
 QF0916
 QF0916|---------------------------------------------------------------------|
 QF0916| PID    Reference Object                     Distance      Geod. Az  |
 QF0916|                                                           dddmmss.s |
 QF0916| QF0874 COVE IBC 1910                       466.160 METERS 0360219.6 |
 QF0916| QF0875 FROSTFIELD                          364.656 METERS 04256     |
 QF0916| CE8880 HAYWOOD RM 1                                       13821     |
 QF0916| CE8881 HAYWOOD RM 2                                       18955     |
 QF0916| QF0917 REFERENCE MON 204                     9.024 METERS 18957     |
 QF0916| QF0930 INTERVAL                            229.757 METERS 23502     |
 QF0916| QF0878 WATERS IBC                          137.454 METERS 27843     |
 QF0916| QF0876 WILL IBC                             66.210 METERS 30921     |
 QF0916|---------------------------------------------------------------------|
 QF0916
 QF0916                          SUPERSEDED SURVEY CONTROL
 QF0916
 QF0916  NAD 83(1992)-  45 07 31.68159(N)    067 20 21.57258(W) AD(       ) 3
 QF0916  NAD 83(1986)-  45 07 31.68381(N)    067 20 21.57765(W) AD(       ) 3
 QF0916  NAD 27      -  45 07 31.41200(N)    067 20 23.61600(W) AD(       ) 3
 QF0916
 QF0916.Superseded values are not recommended for survey control.
 QF0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0916.See file dsdata.txt to determine how the superseded data were derived.
 QF0916
 QF0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK3060098230(NAD 83)
 QF0916_MARKER: Z = SEE DESCRIPTION
 QF0916_SETTING: 66 = SET IN ROCK OUTCROP
 QF0916
 QF0916  HISTORY     - Date     Condition        Report By
 QF0916  HISTORY     - 1910     MONUMENTED       IBC
 QF0916
 QF0916                          STATION DESCRIPTION
 QF0916
 QF0916'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JEM)
 QF0916'ON HAYWOOD ISLAND IN THE ST CROIX RIVER, ABOUT 1-3/8 MILES ABOVE
 QF0916'BARING, 40 METERS DOWNSTREAM FROM THE UPPER END OF AND ON MAIN
 QF0916'CHANNEL SIDE OF THE ISLAND, ON A BARE PART OF A LEDGE NEAR THE
 QF0916'SHORELINE.
 QF0916'
 QF0916'STATION MARK IS THE SHAFT ONLY OF A BRONZE DISK SET IN A DRILL HOLE
 QF0916'IN THE LEDGE.  A CROSS WITHIN A TRIANGLE IS CUT IN THE LEDGE S 41
 QF0916'DEGREES 39 MINUTES E, 7.20 METERS FROM THE STATION AND A LIKE MARK IS
 QF0916'CUT IN THE LEDGE S 9 DEGREES 57 MINUTES W, 9.03 METERS FROM THE
 QF0916'STATION.  REFERENCE MONUMENT 204 WAS LATER SET AT THIS LAST MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1132 ***********************************************************************
 PF1132  DESIGNATION -  HAZEL
 PF1132  PID         -  PF1132
 PF1132  STATE/COUNTY-  ME/CUMBERLAND
 PF1132  USGS QUAD   -  BRIDGTON (1983)
 PF1132
 PF1132                         *CURRENT SURVEY CONTROL
 PF1132  ___________________________________________________________________
 PF1132* NAD 83(1996)-  44 03 48.82234(N)    070 42 10.94998(W)     ADJUSTED  
 PF1132* NAVD 88     -       155.63   (+/-2cm)     510.6    (feet)  VERTCON   
 PF1132  ___________________________________________________________________
 PF1132  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 PF1132  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 PF1132
 PF1132  HORZ ORDER  -  SECOND
 PF1132  VERT ORDER  -  THIRD ? (See Below)
 PF1132
 PF1132.The horizontal coordinates were established by classical geodetic methods
 PF1132.and adjusted by the National Geodetic Survey in March 1998..
 PF1132
 PF1132.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF1132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF1132.The vertical order pertains to the NGVD 29 superseded value.
 PF1132
 PF1132.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1132
 PF1132.The geoid height was determined by GEOID03.
 PF1132
 PF1132;                    North         East     Units Scale Factor Converg.
 PF1132;SPC ME W     -   136,815.535   857,026.769   MT  0.99998937   -0 22 22.9
 PF1132;UTM  19      - 4,880,342.499   363,605.311   MT  0.99982881   -1 11 04.5
 PF1132
 PF1132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1132!SPC ME W     -   0.99997984  x   0.99998937  =   0.99996921
 PF1132!UTM  19      -   0.99997984  x   0.99982881  =   0.99980865
 PF1132
 PF1132:                Primary Azimuth Mark                     Grid Az
 PF1132:SPC ME W     -  HAZEL AZ MK                              177 25 28.3
 PF1132:UTM  19      -  HAZEL AZ MK                              178 14 09.9
 PF1132
 PF1132|---------------------------------------------------------------------|
 PF1132| PID    Reference Object                     Distance      Geod. Az  |
 PF1132|                                                           dddmmss.s |
 PF1132| PF1131 HAZEL AZ MK                         APPROX. 1.3 KM 1770305.4 |
 PF1132| CE7987 HAZEL RM 2                           21.029 METERS 22826     |
 PF1132| CE7986 HAZEL RM 1                           11.680 METERS 35856     |
 PF1132|---------------------------------------------------------------------|
 PF1132
 PF1132                          SUPERSEDED SURVEY CONTROL
 PF1132
 PF1132  NAD 83(1992)-  44 03 48.82226(N)    070 42 10.95223(W) AD(       ) 2
 PF1132  NAD 83(1986)-  44 03 48.83061(N)    070 42 10.95548(W) AD(       ) 2
 PF1132  NAD 27      -  44 03 48.57546(N)    070 42 12.73772(W) AD(       ) 2
 PF1132  NGVD 29 (07/19/86)  155.80   (m)          511.2    (f) LEVELING    3  
 PF1132
 PF1132.Superseded values are not recommended for survey control.
 PF1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1132.See file dsdata.txt to determine how the superseded data were derived.
 PF1132
 PF1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ6360580342(NAD 83)
 PF1132_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PF1132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PF1132_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PF1132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PF1132+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2004
 PF1132
 PF1132  HISTORY     - Date     Condition        Report By
 PF1132  HISTORY     - 1976     MONUMENTED       NGS
 PF1132  HISTORY     - 1981     GOOD             MEDT
 PF1132  HISTORY     - 20040330 GOOD             GEOCAC
 PF1132  HISTORY     - 20040427 GOOD             GEOCAC
 PF1132
 PF1132                          STATION DESCRIPTION
 PF1132
 PF1132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 PF1132'THE STATION IS LOCATED ALONG HIGHWAY RIGHT-OF-WAY IN BRIDGTON.
 PF1132'
 PF1132'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 302
 PF1132'AND 117 IN THE EAST PORTION OF BRIDGTON, GO NORTH ON STATE
 PF1132'HIGHWAY 117 FOR 0.65 MILE TO THE STATION ON THE LEFT. TO REACH
 PF1132'THE AZIMUTH MARK FROM THE JUNCTION OF STATE HIGHWAYS 302 AND
 PF1132'117, GO SOUTH ON STATE HIGHWAY 302 FOR 0.15 MILE TO A SIDE ROAD
 PF1132'RIGHT AND THE ENTRANCE TO A SCHOOL. TURN RIGHT AND GO WEST FOR
 PF1132'0.05 MILE TO THE EAST EDGE OF THE SCHOOL GROUNDS AND THE MARK
 PF1132'85 FEET TO THE RIGHT.
 PF1132'
 PF1132'STATION MARKS, STAMPED---HAZEL 1976---, ARE STANDARD DISKS.
 PF1132'THE SURFACE DISK IS SET
 PF1132'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 PF1132'FLUSH WITH THE GROUND. IT IS 4 FEET WEST OF POWERLINE POLE
 PF1132'NUMBERED 25/266/20, 13.1 FEET EAST-SOUTHEAST OF A FENCE
 PF1132'CORNER AND 63.0 FEET WEST-NORTHWEST OF THE CENTER LINE OF
 PF1132'STATE HIGHWAY 117. THE UNDERGROUND MARK IS SET IN AN
 PF1132'IRREGULAR MASS OF CONCRETE THAT IS 48 INCHES BELOW GROUND.
 PF1132'A 24 INCH BY 3/8 INCH STEEL BAR WAS INSTALLED IN THE
 PF1132'STATION MARK.
 PF1132'
 PF1132'REFERENCE MARK 1, STAMPED---HAZEL NO 1 1976---, IS A STANDARD
 PF1132'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS FLUSH WITH
 PF1132'THE GROUND. IT IS 2.5 FEET EAST-SOUTHEAST OF THE CENTER OF A
 PF1132'GATE.
 PF1132'
 PF1132'REFERENCE MARK 2, STAMPED---HAZEL NO 2 1976---, IS A STANDARD
 PF1132'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 PF1132'THAT IS FLUSH WITH THE GROUND. IT IS 3.4 FEET EAST-
 PF1132'SOUTHEAST OF A METAL WITNESS POST IN A FENCE AND 41.5 FEET
 PF1132'WEST-SOUTHWEST OF POWERLINE POLE NUMBERED 25, 266, 20.
 PF1132'
 PF1132'AZIMUTH MARK, STAMPED---HAZEL 1976---, IS A STANDARD DISK SET
 PF1132'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 PF1132'IS FLUSH WITH THE GROUND. IT IS 1.8 FEET WEST OF A METAL
 PF1132'WITNESS POST IN A FENCE LINE AND 85.0 FEET NORTH OF THE
 PF1132'SOUTH END OF A FENCE.
 PF1132'
 PF1132'THE HEIGHT OF LIGHT ABOVE THE MARK WAS 1.3 METERS.
 PF1132'
 PF1132'DESCRIBED BY G.E. NELSON.
 PF1132
 PF1132                          STATION RECOVERY (1981)
 PF1132
 PF1132'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1981 (RSL)
 PF1132'HAZEL 1976 RECOVERED GOOD.
 PF1132'
 PF1132'HAZEL NO 1 1976 RECOVERED GOOD.
 PF1132'
 PF1132'HAZEL NO 2 1976 RECOVERED GOOD.
 PF1132'HAZEL 1976 (AZ MK) RECOVERED GOOD.
 PF1132'
 PF1132'ALL MARKS WERE RECOVERED AS DESCRIBED.
 PF1132
 PF1132                          STATION RECOVERY (2004)
 PF1132
 PF1132'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 PF1132'RECOVERED AS DESCRIBED INCLUDING THE WITNESS POST. DESCRIPTION IS
 PF1132'ADEQUATE. THIS MARKER SHOWS AS HAZEL NO.2.
 PF1132
 PF1132                          STATION RECOVERY (2004)
 PF1132
 PF1132'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 PF1132'HAZEL CAN BE FOUND AT THE LISTED CO-ORDINATES AND 10 FEET BEHIND LONE
 PF1132'POLE 266-20.
 PF1132'HAZEL NO.1 CAN BE LOCATED BY HEADING 240 DEGREES MAGNETIC FROM HAZEL
 PF1132'FOR 36 FEET.
 PF1132'HAZEL NO.2 CAN BE LOCATED BY HEADING 10 DEGREES MAGNETIC FROM HAZEL
 PF1132'FOR 64 FEET.
 PF1132'ALL MARKERS IN GOOD CONDITION AND MONUMENTED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1131 ***********************************************************************
 PF1131  DESIGNATION -  HAZEL AZ MK
 PF1131  PID         -  PF1131
 PF1131  STATE/COUNTY-  ME/CUMBERLAND
 PF1131  USGS QUAD   -  BRIDGTON (1983)
 PF1131
 PF1131                         *CURRENT SURVEY CONTROL
 PF1131  ___________________________________________________________________
 PF1131* NAD 83(1996)-  44 03 08.30212(N)    070 42 08.05614(W)     ADJUSTED  
 PF1131* NAVD 88     -       126.8    (meters)     416.     (feet)  VERTCON   
 PF1131  ___________________________________________________________________
 PF1131  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 PF1131  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 PF1131
 PF1131  HORZ ORDER  -  SECOND
 PF1131
 PF1131.The horizontal coordinates were established by classical geodetic methods
 PF1131.and adjusted by the National Geodetic Survey in March 1998..
 PF1131
 PF1131.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF1131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF1131
 PF1131.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1131
 PF1131.The geoid height was determined by GEOID03.
 PF1131
 PF1131;                    North         East     Units Scale Factor Converg.
 PF1131;SPC ME W     -   135,564.507   857,083.042   MT  0.99998931   -0 22 20.6
 PF1131;UTM  19      - 4,879,091.000   363,643.855   MT  0.99982868   -1 11 01.6
 PF1131
 PF1131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1131!SPC ME W     -   0.99998435  x   0.99998931  =   0.99997366
 PF1131!UTM  19      -   0.99998435  x   0.99982868  =   0.99981304
 PF1131
 PF1131:                Primary Azimuth Mark                     Grid Az
 PF1131:SPC ME W     -  HAZEL                                    357 25 28.0
 PF1131:UTM  19      -  HAZEL                                    358 14 09.0
 PF1131
 PF1131|---------------------------------------------------------------------|
 PF1131| PID    Reference Object                     Distance      Geod. Az  |
 PF1131|                                                           dddmmss.s |
 PF1131| PF1132 HAZEL                               APPROX. 1.3 KM 3570307.4 |
 PF1131|---------------------------------------------------------------------|
 PF1131
 PF1131                          SUPERSEDED SURVEY CONTROL
 PF1131
 PF1131  NAD 83(1992)-  44 03 08.30202(N)    070 42 08.05842(W) AD(       ) 2
 PF1131  NAD 83(1986)-  44 03 08.31038(N)    070 42 08.06175(W) AD(       ) 2
 PF1131  NAD 27      -  44 03 08.05498(N)    070 42 09.84445(W) AD(       ) 2
 PF1131  NGVD 29 (07/19/86)  127.0    (m)          417.     (f) VERT ANG       
 PF1131
 PF1131.Superseded values are not recommended for survey control.
 PF1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1131.See file dsdata.txt to determine how the superseded data were derived.
 PF1131
 PF1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ6364479091(NAD 83)
 PF1131_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PF1131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PF1131_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PF1131
 PF1131  HISTORY     - Date     Condition        Report By
 PF1131  HISTORY     - 1976     MONUMENTED       NGS
 PF1131  HISTORY     - 20060530 MARK NOT FOUND   GEOCAC
 PF1131
 PF1131                          STATION DESCRIPTION
 PF1131
 PF1131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 PF1131'THIS STATION WAS ESTABLISHED BY AN EDM MEASUREMENT FROM
 PF1131'TRAVERSE STATION HAZEL. SEE DESCRIPTION THEREOF.
 PF1131'
 PF1131'DESCRIBED BY JERRY E. ELLINGWOOD.
 PF1131'
 PF1131'THE HEIGHT OF LIGHT ABOVE THE STATION WAS 1.0 METER.
 PF1131
 PF1131                          STATION RECOVERY (2006)
 PF1131
 PF1131'RECOVERY NOTE BY GEOCACHING 2006 (JKS)
 PF1131'MARK NOT FOUND. HAVE MADE REPEATED ATTEMPTS OVER TWO YEARS BUT THE
 PF1131'AREA NO LONGER FITS THE DESCRIPTION. SUSPECT THE MARK IS DESTROYED.
 PF1131'SUBMITTED BY JOHN K. SNYDER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1851 ***********************************************************************
 PE1851  DESIGNATION -  HEAD 1944
 PE1851  PID         -  PE1851
 PE1851  STATE/COUNTY-  ME/HANCOCK
 PE1851  USGS QUAD   -  SWANS ISLAND (1983)
 PE1851
 PE1851                         *CURRENT SURVEY CONTROL
 PE1851  ___________________________________________________________________
 PE1851* NAD 83(1996)-  44 10 11.25947(N)    068 29 12.77954(W)     ADJUSTED  
 PE1851* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 PE1851  ___________________________________________________________________
 PE1851  LAPLACE CORR-           4.86  (seconds)                    DEFLEC99
 PE1851  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 PE1851
 PE1851  HORZ ORDER  -  THIRD
 PE1851
 PE1851.The horizontal coordinates were established by classical geodetic methods
 PE1851.and adjusted by the National Geodetic Survey in March 1998..
 PE1851
 PE1851.The orthometric height was scaled from a topographic map.
 PE1851
 PE1851.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1851
 PE1851.The geoid height was determined by GEOID03.
 PE1851
 PE1851;                    North         East     Units Scale Factor Converg.
 PE1851;SPC ME E     -    55,897.329   301,048.938   MT  0.99990001   +0 00 32.9
 PE1851;UTM  19      - 4,890,859.791   541,021.197   MT  0.99962069   +0 21 27.1
 PE1851
 PE1851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1851!SPC ME E     -   1.00000388  x   0.99990001  =   0.99990389
 PE1851!UTM  19      -   1.00000388  x   0.99962069  =   0.99962457
 PE1851
 PE1851:                Primary Azimuth Mark                     Grid Az
 PE1851:SPC ME E     -  LONG LEDGE BEACON                        282 50 12.7
 PE1851:UTM  19      -  LONG LEDGE BEACON                        282 29 18.5
 PE1851
 PE1851|---------------------------------------------------------------------|
 PE1851| PID    Reference Object                     Distance      Geod. Az  |
 PE1851|                                                           dddmmss.s |
 PE1851| PE2001 LONG LEDGE BEACON                   APPROX. 5.0 KM 2825045.6 |
 PE1851| PE1996 EGG ROCK BEACON                     APPROX. 2.5 KM 3135914.8 |
 PE1851| PE1861 BLUE HILL BAY FLYE IS LH            APPROX. 8.8 KM 3541647.1 |
 PE1851|---------------------------------------------------------------------|
 PE1851
 PE1851                          SUPERSEDED SURVEY CONTROL
 PE1851
 PE1851  NAD 83(1992)-  44 10 11.26858(N)    068 29 12.76444(W) AD(       ) 3
 PE1851  NAD 83(1986)-  44 10 11.26961(N)    068 29 12.76956(W) AD(       ) 3
 PE1851  NAD 27      -  44 10 10.97000(N)    068 29 14.68000(W) AD(       ) 3
 PE1851
 PE1851.Superseded values are not recommended for survey control.
 PE1851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1851.See file dsdata.txt to determine how the superseded data were derived.
 PE1851
 PE1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ4102190860(NAD 83)
 PE1851
 PE1851  HISTORY     - Date     Condition        Report By
 PE1851  HISTORY     - 1944     MONUMENTED       CGS
 PE1851
 PE1851                          STATION DESCRIPTION
 PE1851
 PE1851'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1851'STANDARD TOPOGRAPHIC DISK MARKED HEAD 1944 SET IN DRILL HOLE IN
 PE1851'LEDGE AS POINT OF LAND KNOWN AS SWAN ID. HEAD.  LONE EVERGREEN IS
 PE1851'32.9 M. INSHORE, HWL IS 8.5 M. NORTH.  STATION IS IN RANGE WITH
 PE1851'ISLET OF LEDGE NORTHEAST OF SWAN ISLAND HEAD AND CENTER OF
 PE1851'BUCKLE ID.
 PE1851'
 PE1851'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK 10 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0784 ***********************************************************************
 PD0784  DESIGNATION -  HEAD IBC 1913
 PD0784  PID         -  PD0784
 PD0784  STATE/COUNTY-  ME/WASHINGTON
 PD0784  USGS QUAD   -  EASTPORT (1977)
 PD0784
 PD0784                         *CURRENT SURVEY CONTROL
 PD0784  ___________________________________________________________________
 PD0784* NAD 83(1996)-  44 53 47.98519(N)    066 59 17.10529(W)     ADJUSTED  
 PD0784* NAVD 88     -                                                        
 PD0784  ___________________________________________________________________
 PD0784  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 PD0784  GEOID HEIGHT-         -22.44  (meters)                     GEOID03
 PD0784
 PD0784  HORZ ORDER  -  THIRD
 PD0784
 PD0784.The horizontal coordinates were established by classical geodetic methods
 PD0784.and adjusted by the National Geodetic Survey in March 1998..
 PD0784
 PD0784
 PD0784.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0784
 PD0784.The geoid height was determined by GEOID03.
 PD0784
 PD0784;                    North         East     Units Scale Factor Converg.
 PD0784;SPC ME E     -   137,772.877   419,411.945   MT  1.00007529   +1 04 02.2
 PD0784;UTM  19      - 4,973,440.030   658,854.632   MT  0.99991031   +1 25 13.3
 PD0784
 PD0784:                Primary Azimuth Mark                     Grid Az
 PD0784:SPC ME E     -  FRIARS HEAD 3                            149 39 03.6
 PD0784:UTM  19      -  FRIARS HEAD 3                            149 17 52.5
 PD0784
 PD0784|---------------------------------------------------------------------|
 PD0784| PID    Reference Object                     Distance      Geod. Az  |
 PD0784|                                                           dddmmss.s |
 PD0784| PD0799 FRIARS HEAD 3                       APPROX. 2.6 KM 1504305.8 |
 PD0784|---------------------------------------------------------------------|
 PD0784
 PD0784                          SUPERSEDED SURVEY CONTROL
 PD0784
 PD0784  NAD 83(1992)-  44 53 47.97461(N)    066 59 17.10700(W) AD(       ) 3
 PD0784  NAD 83(1986)-  44 53 47.97126(N)    066 59 17.10842(W) AD(       ) 3
 PD0784  NAD 27      -  44 53 47.67800(N)    066 59 19.19000(W) AD(       ) 3
 PD0784
 PD0784.Superseded values are not recommended for survey control.
 PD0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0784.See file dsdata.txt to determine how the superseded data were derived.
 PD0784
 PD0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5885573440(NAD 83)
 PD0784_MARKER: Z = SEE DESCRIPTION
 PD0784_SETTING: 66 = SET IN ROCK OUTCROP
 PD0784_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 PD0784_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0784+STABILITY: POSITION/ELEVATION WELL
 PD0784
 PD0784  HISTORY     - Date     Condition        Report By
 PD0784  HISTORY     - 1913     MONUMENTED       IBC
 PD0784  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0784  HISTORY     - 1972     GOOD             IBC
 PD0784
 PD0784                          STATION DESCRIPTION
 PD0784
 PD0784'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1913 (JEM)
 PD0784'ON PASSAMAQUODDY BAY, ON BUCKMAN HEAD IN THE SOUTHERN PART OF
 PD0784'EASTPORT, ME.  THE STATION IS 3 METERS FROM THE ROCKY POINT OF THE
 PD0784'TOP OF THE HEADLAND FROM WHICH THE DESCENT TO THE BEACH IS ALMOST
 PD0784'VERTICAL.  RANGE MARK 29 IS N 51 DEGREES 26 MINUTES W, 24.1 METERS
 PD0784'FROM THE STATION.
 PD0784'
 PD0784'STATION MARK IS THE SHANK ONLY OF A BRONZE DISK SET IN A DRILL HOLE
 PD0784'IN THE LEDGE.
 PD0784
 PD0784                          STATION RECOVERY (1946)
 PD0784
 PD0784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (NWS)
 PD0784'THE STATION IS ON PASSAMAQUODDY BAY, ON BUCKMAN HEAD IN THE
 PD0784'SOUTHERN PART OF EASTPORT, MAINE.  THE STATION IS 3 METERS FROM
 PD0784'THE ROCKY POINT OF THE TOP OF THE HEADLAND FROM WHICH THE DESCENT
 PD0784'TO THE BEACH IS ALMOST VERTICAL.  RANGE MARK 29 IS N. 51 DEG
 PD0784'26 MIN W., 24.1 METERS FROM THE STATION.
 PD0784'
 PD0784'THE STATION MARK IS THE SHANK ONLY OF A BRONZE DISK SET IN A
 PD0784'DRILL HOLE IN THE LEDGE.
 PD0784
 PD0784                          STATION RECOVERY (1972)
 PD0784
 PD0784'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 PD0784'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1695 ***********************************************************************
 OC1695  DESIGNATION -  HEADLAND
 OC1695  PID         -  OC1695
 OC1695  STATE/COUNTY-  ME/CUMBERLAND
 OC1695  USGS QUAD   -  PORTLAND EAST (1975)
 OC1695
 OC1695                         *CURRENT SURVEY CONTROL
 OC1695  ___________________________________________________________________
 OC1695* NAD 83(1996)-  43 40 21.04688(N)    070 10 56.77636(W)     ADJUSTED  
 OC1695* NAVD 88     -        11.5    (meters)      38.     (feet)  VERTCON   
 OC1695  ___________________________________________________________________
 OC1695  LAPLACE CORR-           3.36  (seconds)                    DEFLEC99
 OC1695  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 OC1695
 OC1695  HORZ ORDER  -  THIRD
 OC1695
 OC1695.The horizontal coordinates were established by classical geodetic methods
 OC1695.and adjusted by the National Geodetic Survey in March 1998..
 OC1695
 OC1695.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC1695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC1695
 OC1695.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1695
 OC1695.The geoid height was determined by GEOID03.
 OC1695
 OC1695;                    North         East     Units Scale Factor Converg.
 OC1695;SPC ME W     -    93,227.919   898,728.157   MT  0.99996669   -0 00 39.2
 OC1695;UTM  19      - 4,836,179.884   404,678.884   MT  0.99971176   -0 48 59.7
 OC1695
 OC1695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1695!SPC ME W     -   1.00000228  x   0.99996669  =   0.99996897
 OC1695!UTM  19      -   1.00000228  x   0.99971176  =   0.99971404
 OC1695
 OC1695:                Primary Azimuth Mark                     Grid Az
 OC1695:SPC ME W     -  MARSH RESET                              080 29 45.2
 OC1695:UTM  19      -  MARSH RESET                              081 18 05.7
 OC1695
 OC1695|---------------------------------------------------------------------|
 OC1695| PID    Reference Object                     Distance      Geod. Az  |
 OC1695|                                                           dddmmss.s |
 OC1695| OC1677 MARSH RESET                         APPROX. 2.2 KM 0802906.0 |
 OC1695| CE8217 HEADLAND RM 2                         3.561 METERS 22538     |
 OC1695| CE8216 HEADLAND RM 1                         7.366 METERS 33549     |
 OC1695|---------------------------------------------------------------------|
 OC1695
 OC1695                          SUPERSEDED SURVEY CONTROL
 OC1695
 OC1695  NAD 83(1992)-  43 40 21.04507(N)    070 10 56.77704(W) AD(       ) 3
 OC1695  NAD 83(1986)-  43 40 21.05125(N)    070 10 56.78297(W) AD(       ) 3
 OC1695  NAD 27      -  43 40 20.75700(N)    070 10 58.62300(W) AD(       ) 3
 OC1695  NGVD 29 (07/19/86)   11.7    (m)           38.     (f) VERT ANG       
 OC1695
 OC1695.Superseded values are not recommended for survey control.
 OC1695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1695.See file dsdata.txt to determine how the superseded data were derived.
 OC1695
 OC1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0467936180(NAD 83)
 OC1695_MARKER: DS = TRIANGULATION STATION DISK
 OC1695_SETTING: 66 = SET IN ROCK OUTCROP
 OC1695_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 OC1695
 OC1695  HISTORY     - Date     Condition        Report By
 OC1695  HISTORY     - 1941     MONUMENTED       CGS
 OC1695
 OC1695                          STATION DESCRIPTION
 OC1695
 OC1695'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1695'STATION IS ON THE E SIDE OF PEAKS ISLAND, ON THE N SIDE OF
 OC1695'WHAT IS LOCALLY KNOWN AS HEADLAND COVE, ABOUT 1/4 MILE S OF
 OC1695'PUMPKIN KNOB, ABOUT 100 YARDS NE OF THE RUINS OF AN OLD
 OC1695'BUILDING, ABOUT 0.2 MILE NW OF HEADLAND INN HOTEL, IN THICK
 OC1695'CLUMP OF TREES, ABOUT 25 FEET W OF HIGH-WATER LINE, AND 10
 OC1695'FEET W OF EDGE OF BLUFF.
 OC1695'
 OC1695'STATION IS MARKED BY A STANDARD DISK SET IN A DRILL HOLE IN
 OC1695'BEDROCK, FLUSH WITH GROUND.  STAMPED HEADLAND 1941.
 OC1695'
 OC1695'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A DRILL HOLE IN
 OC1695'BEDROCK ABOUT 2 FEET HIGHER THAN STATION.  STAMPED HEADLAND
 OC1695'NO. 1 1941.
 OC1695'
 OC1695'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A DRILL HOLE IN
 OC1695'BEDROCK ABOUT 1 FOOT LOWER THAN STATION.  STAMPED HEADLAND NO. 2
 OC1695'1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1931 ***********************************************************************
 OC1931  DESIGNATION -  HEARNE
 OC1931  PID         -  OC1931
 OC1931  STATE/COUNTY-  ME/YORK
 OC1931  USGS QUAD   -  OLD ORCHARD BEACH (1975)
 OC1931
 OC1931                         *CURRENT SURVEY CONTROL
 OC1931  ___________________________________________________________________
 OC1931* NAD 83(1996)-  43 33 48.09706(N)    070 25 52.49600(W)     ADJUSTED  
 OC1931* NAVD 88     -        46.9    (meters)     154.     (feet)  VERTCON   
 OC1931  ___________________________________________________________________
 OC1931  LAPLACE CORR-           4.01  (seconds)                    DEFLEC99
 OC1931  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 OC1931
 OC1931  HORZ ORDER  -  SECOND
 OC1931
 OC1931.The horizontal coordinates were established by classical geodetic methods
 OC1931.and adjusted by the National Geodetic Survey in March 1998..
 OC1931
 OC1931.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC1931.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC1931
 OC1931.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1931
 OC1931.The geoid height was determined by GEOID03.
 OC1931
 OC1931;                    North         East     Units Scale Factor Converg.
 OC1931;SPC ME W     -    81,134.825   878,624.567   MT  0.99997228   -0 10 56.4
 OC1931;UTM  19      - 4,824,373.128   384,412.089   MT  0.99976434   -0 59 11.3
 OC1931
 OC1931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1931!SPC ME W     -   0.99999678  x   0.99997228  =   0.99996906
 OC1931!UTM  19      -   0.99999678  x   0.99976434  =   0.99976112
 OC1931
 OC1931|---------------------------------------------------------------------|
 OC1931| PID    Reference Object                     Distance      Geod. Az  |
 OC1931|                                                           dddmmss.s |
 OC1931| OC1930 HEARNE RM 1                          22.087 METERS 03217     |
 OC1931| CE8218 HEARNE RM 2                          16.695 METERS 21514     |
 OC1931| OC1937 HEARNE AZ MK A PT                   378.656 METERS 21612     |
 OC1931| OC1936 HEARNE AZ MK                        374.588 METERS 21636     |
 OC1931|---------------------------------------------------------------------|
 OC1931
 OC1931                          SUPERSEDED SURVEY CONTROL
 OC1931
 OC1931  NAD 83(1992)-  43 33 48.09578(N)    070 25 52.49711(W) AD(       ) 2
 OC1931  NAD 83(1986)-  43 33 48.10174(N)    070 25 52.50295(W) AD(       ) 2
 OC1931  NAD 27      -  43 33 47.80376(N)    070 25 54.32062(W) AD(       ) 2
 OC1931  NGVD 29 (07/19/86)   47.1    (m)          155.     (f) VERT ANG       
 OC1931
 OC1931.Superseded values are not recommended for survey control.
 OC1931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1931.See file dsdata.txt to determine how the superseded data were derived.
 OC1931
 OC1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ8441224373(NAD 83)
 OC1931_MARKER: DS = TRIANGULATION STATION DISK
 OC1931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC1931_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC1931
 OC1931  HISTORY     - Date     Condition        Report By
 OC1931  HISTORY     - 1976     MONUMENTED       NGS
 OC1931
 OC1931                          STATION DESCRIPTION
 OC1931
 OC1931'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC1931'THE STATION IS LOCATED ABOUT 0.5 MILE NORTHWEST OF THE
 OC1931'MAINE TURNPIKE, 0.4 MILE SOUTHEAST OF THE CUMBERLAND-YORK
 OC1931'COUNTY LINE, 3.2 MILES NORTH-NORTHWEST OF OLD ORCHARD BEACH
 OC1931'AND 2.8 MILES WEST-NORTHWEST OF BULE POINT. HEARNE IS ON
 OC1931'PROPERTY OF STATE OF MAINE.
 OC1931'
 OC1931'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES
 OC1931'1 5 9 AND 112 IN SACO, GO NORTHERLY ON STATE ROUTE 1 AND 5
 OC1931'FOR 0.9 MILE TO THE JUNCTION OF STATE ROUTES 1 AND 5.
 OC1931'CONTINUE NORTHERLY ON STATE ROUTE 1 FOR 2.8 MILES TO
 OC1931'THE INTERSECTION OF STATE ROUTE 98. CONTINUE NORTHERLY
 OC1931'ON STATE ROUTE 1 FOR 0.2 MILE TO THE JUNCTION OF FLAG
 OC1931'POND ROAD ON THE LEFT.  TURN LEFT ONTO FLAG POND ROAD
 OC1931'AND GO 0.9 MILE TO THE MAINE TURNPIKE. UNDERPASS.
 OC1931'CONTINUE ON FOR 0.7 MILE TO THE JUNCTION OF HEARNE
 OC1931'ROAD ON THE RIGHT. TURN RIGHT ONTO THE HEARNE ROAD
 OC1931'AND GO 0.3 MILE TO THE AZIMUTH ON THE LEFT. CONTINUE
 OC1931'0.2 MILES TO THE STATION ON THE RIGHT.
 OC1931'
 OC1931'THE STATION MARK IS A STANDARD DISK STAMPED--HEARNE 1976--,
 OC1931'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OC1931'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE
 OC1931'IT IS 18.5 FEET SOUTHEAST OF THE CENTERLINE OF HEARNE ROAD,
 OC1931'4.2 FEET NORTHEAST OF THE METAL WITNESS POST WITH SIGN.
 OC1931'61.0 FEET SOUTH OF POWER POLE J  23 AND 74.5 FEET EAST OF
 OC1931'POWER POLE J 22.  THERE IS NO UNDERGROUND MARK.
 OC1931'
 OC1931'REFERENCE MARK 1, A STANDARD DISK STAMPED--HEARNE 1976
 OC1931'NO 1--IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OC1931'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS
 OC1931'13.9 FEET SOUTHEAST OF THE CENTERLINE OF HEARNE ROAD,
 OC1931'3.9 FEET NORTHWEST OF THE METAL WITNESS POST WITH SIGN,
 OC1931'14.0 FEET SOUTH-SOUTHWEST OF A 36-INCH OAK TREE AND
 OC1931'38.7 FEET EAST OF POWER POLE J 23.
 OC1931'
 OC1931'REFERENCE MARK 2, A STANDARD DISK STAMPED-HEARNE 1976 NO 2-
 OC1931'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OC1931'WHICH PROJECTS 2-INCHES ABOVE THE GROUND SURFACE.  IT IS 18.0
 OC1931'FEET SOUHTEAST OF THE CENTERLINE OF HEARNE ROAD, 33 FEET
 OC1931'NORTHWEST OF THE METAL WITNESS POST WITH SIGN AND 33.5 FEET
 OC1931'NORTHEAST OF A 28-INCH MARPLE TREE.
 OC1931'
 OC1931'THE AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED--
 OC1931'HEARNE 1976 AZ--IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OC1931'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.
 OC1931'IT IS 14.3 FEET NORTHWEST OF THE CENTERLINE OF HEARNE
 OC1931'ROAD, 8.3 FEET NORTHEAST OF POWER POLE J 12, AND 3.0
 OC1931'FEET SOUTHEAST OF THE METAL WITNESS POST WITH SIGN.
 OC1931'
 OC1931'TO REACH THE AZIMUTH FROM THE STATION GO SOUTHWESTERLY
 OC1931'FOR 0.2 MILES TO THE AZIMUTH MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2677 ***********************************************************************
 OC2677  DESIGNATION -  HEATH
 OC2677  PID         -  OC2677
 OC2677  STATE/COUNTY-  ME/YORK
 OC2677  USGS QUAD   -  WATERBORO (1983)
 OC2677
 OC2677                         *CURRENT SURVEY CONTROL
 OC2677  ___________________________________________________________________
 OC2677* NAD 83(1996)-  43 34 39.62411(N)    070 41 30.53310(W)     ADJUSTED  
 OC2677* NAVD 88     -        93.8    (meters)     308.     (feet)  VERTCON   
 OC2677  ___________________________________________________________________
 OC2677  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 OC2677  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 OC2677
 OC2677  HORZ ORDER  -  SECOND
 OC2677
 OC2677.The horizontal coordinates were established by classical geodetic methods
 OC2677.and adjusted by the National Geodetic Survey in March 1998..
 OC2677
 OC2677.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2677.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2677
 OC2677.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2677
 OC2677.The geoid height was determined by GEOID03.
 OC2677
 OC2677;                    North         East     Units Scale Factor Converg.
 OC2677;SPC ME W     -    82,824.995   857,583.636   MT  0.99998879   -0 21 43.2
 OC2677;UTM  19      - 4,826,358.109   363,400.814   MT  0.99982952   -1 09 59.1
 OC2677
 OC2677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2677!SPC ME W     -   0.99998948  x   0.99998879  =   0.99997827
 OC2677!UTM  19      -   0.99998948  x   0.99982952  =   0.99981900
 OC2677
 OC2677|---------------------------------------------------------------------|
 OC2677| PID    Reference Object                     Distance      Geod. Az  |
 OC2677|                                                           dddmmss.s |
 OC2677| CE8219 HEATH RM 1                           12.695 METERS 05127     |
 OC2677| CE8220 HEATH RM 2                           12.825 METERS 14228     |
 OC2677| OC2669 OSSIPEE RESET                       APPROX. 4.1 KM 2870112.2 |
 OC2677| OC2678 HEATH AZ MK                         289.801 METERS 31800     |
 OC2677|---------------------------------------------------------------------|
 OC2677
 OC2677                          SUPERSEDED SURVEY CONTROL
 OC2677
 OC2677  NAD 83(1992)-  43 34 39.62258(N)    070 41 30.53462(W) AD(       ) 2
 OC2677  NAD 83(1986)-  43 34 39.62936(N)    070 41 30.54068(W) AD(       ) 2
 OC2677  NAD 27      -  43 34 39.34023(N)    070 41 32.33487(W) AD(       ) 2
 OC2677  NGVD 29 (07/19/86)   94.0    (m)          308.     (f) VERT ANG       
 OC2677
 OC2677.Superseded values are not recommended for survey control.
 OC2677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2677.See file dsdata.txt to determine how the superseded data were derived.
 OC2677
 OC2677_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ6340126358(NAD 83)
 OC2677_MARKER: DS = TRIANGULATION STATION DISK
 OC2677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC2677_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC2677
 OC2677  HISTORY     - Date     Condition        Report By
 OC2677  HISTORY     - 1976     MONUMENTED       NGS
 OC2677  HISTORY     - 20050902 GOOD             GEOCAC
 OC2677
 OC2677                          STATION DESCRIPTION
 OC2677
 OC2677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2677'THE STATION IS ABOUT 0.5 MILES NORTHWEST OF EAST
 OC2677'WATERBORO, 1.5 MILES SOUTHEAST OF WATERBORO CENTER, 3 MILES
 OC2677'NORTH-NORTHEAST OF WATERBORO AND ON HIGHWAY RIGHT-OF-WAY.
 OC2677'
 OC2677'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 202
 OC2677'AND STATE HIGHWAYS 4 AND 5 IN EAST WATERBORO, GO NORTHWEST ON
 OC2677'STATE HIGHWAY 5 FOR 0.65 MILE TO WHERE A POWER TRANSMISSION
 OC2677'LINE PASSES OVER THE HIGHWAY AND THE STATION ON THE RIGHT.
 OC2677'
 OC2677'STATION MARK IS A STANDARD DISK STAMPED--HEATH 1976--SET
 OC2677'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 OC2677'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 4.5 FEET
 OC2677'SOUTHWEST OF A METAL WITNESS POST, 31.4 FEET NORTHEAST OF
 OC2677'THE CENTERLINE OF STATE HIGHWAY 5 AND 26.0 FEET EAST OF
 OC2677'POWER LINE POLE NUMBER CH 60.
 OC2677'
 OC2677'REFERENCE MARK 1 IS A STANDARD DISK STAMPED--HEATH NO 1
 OC2677'1976--SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OC2677'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 3.3
 OC2677'FEET SOUTH OF A METAL WITNESS POST, 56.0 FEET WEST-NORTHWEST
 OC2677'OF POWER LINE POLE NUMBER CH 60 AND IS ABOUT THE SAME
 OC2677'ELEVATION AS THE STATION.
 OC2677'
 OC2677'REFERENCE MARK 2 IS A STANDARD DISK STAMPED--HEATH NO 2
 OC2677'1976--SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OC2677'MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.
 OC2677'IT IS 3.4 FEET SOUTH OF A METAL WITNESS POST, 29.7 FEET
 OC2677'WEST OF AN UNMARKED TELEPHONE POLE, 31.0 FEET NORTHEAST
 OC2677'OF THE CENTERLINE OF THE HIGHWAY AND IS ABOUT THE SAME
 OC2677'ELEVATION AS THE STATION.
 OC2677'
 OC2677'AZIMUTH MARK IS A STANDARD DISK STAMPED--HEATH AZ 1976--,
 OC2677'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OC2677'THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 3.5
 OC2677'FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST, 16.1 FEET
 OC2677'WEST-NORTHWEST OF AN UNMARKED TELEPHONE POLE AND 26.3 FEET
 OC2677'NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 OC2677'
 OC2677'AN UNDERGROUND MARK WAS NOT SET BEACAUSE OF EXCESSIVE
 OC2677'WATER SEEPAGE IN THE HOLE.
 OC2677
 OC2677                          STATION RECOVERY (2005)
 OC2677
 OC2677'RECOVERY NOTE BY GEOCACHING 2005 (JKS)
 OC2677'RECOVERED IN GOOD CONDITION.
 OC2677'RECOVERED MAIN STATION AT THE DESCRIBED LOCATION COMPLETE WITH WITNESS
 OC2677'POST.
 OC2677'RECOVERED RM 1 IN GOOD CONDITION AT THE DESCRIBED LOCATION ABOUT FOUR
 OC2677'INCHES BELOW GROUND LEVEL.
 OC2677'RECOVERED RM 2 IN GOOD CONDITION AT THE DESCRIBED LOCATION.
 OC2677'HIGH TENSION POWER LINES ARE ABOVE THE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2396 ***********************************************************************
 PE2396  DESIGNATION -  HEATH
 PE2396  PID         -  PE2396
 PE2396  STATE/COUNTY-  ME/LINCOLN
 PE2396  USGS QUAD   -  WALDOBORO WEST (1988)
 PE2396
 PE2396                         *CURRENT SURVEY CONTROL
 PE2396  ___________________________________________________________________
 PE2396* NAD 83(1996)-  44 01 14.55349(N)    069 23 58.49271(W)     ADJUSTED  
 PE2396* NAVD 88     -        14.     (meters)      46.     (feet)  SCALED    
 PE2396  ___________________________________________________________________
 PE2396  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 PE2396  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 PE2396
 PE2396  HORZ ORDER  -  THIRD
 PE2396
 PE2396.The horizontal coordinates were established by classical geodetic methods
 PE2396.and adjusted by the National Geodetic Survey in March 1998..
 PE2396
 PE2396.The orthometric height was scaled from a topographic map.
 PE2396
 PE2396.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2396
 PE2396.The geoid height was determined by GEOID03.
 PE2396
 PE2396;                    North         East     Units Scale Factor Converg.
 PE2396;SPC ME W     -   132,200.440   961,501.608   MT  1.00001317   +0 31 59.1
 PE2396;SPC ME E     -    39,726.911   227,880.215   MT  0.99996395   -0 37 30.6
 PE2396;UTM  19      - 4,874,250.584   467,975.060   MT  0.99961261   -0 16 39.6
 PE2396
 PE2396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2396!SPC ME W     -   1.00000183  x   1.00001317  =   1.00001500
 PE2396!SPC ME E     -   1.00000183  x   0.99996395  =   0.99996578
 PE2396!UTM  19      -   1.00000183  x   0.99961261  =   0.99961444
 PE2396
 PE2396:                Primary Azimuth Mark                     Grid Az
 PE2396:SPC ME W     -  LONG HOUSE CENTER CHIMNEY                007 15 16.0
 PE2396:SPC ME E     -  LONG HOUSE CENTER CHIMNEY                008 24 45.7
 PE2396:UTM  19      -  LONG HOUSE CENTER CHIMNEY                008 03 54.7
 PE2396
 PE2396|---------------------------------------------------------------------|
 PE2396| PID    Reference Object                     Distance      Geod. Az  |
 PE2396|                                                           dddmmss.s |
 PE2396| PE2398 LONG HOUSE CENTER CHIMNEY           APPROX. 2.7 KM 0074715.1 |
 PE2396| PE2389 EASTERN BRANCH CENTER HSE CHIM      APPROX. 1.9 KM 0370930.0 |
 PE2396| PE2380 WALDOBORO CONG CHURCH SPIRE         APPROX. 6.0 KM 0674143.8 |
 PE2396| PE2390 BIRKMORES HOUSE CENTER CHIMNEY      APPROX. 2.0 KM 1003450.0 |
 PE2396| PE2386 BIRKMORES BARN SOUTH APEX           APPROX. 1.9 KM 1041558.7 |
 PE2396| PE2394 BRIGHT YELLOW HSE CEN OF CHIM       APPROX. 1.5 KM 2950429.5 |
 PE2396| PE2393 OLD HOUSE CENTER CHIMNEY            APPROX. 1.8 KM 3061153.4 |
 PE2396| PE2385 MEETING HOUSE CUPOLA                APPROX. 2.5 KM 3305649.9 |
 PE2396| PE2382 HOWARDS RED STORE CENTER CHIM       APPROX. 1.5 KM 3384134.2 |
 PE2396| PE2383 RED HOUSE CENTER CHIMNEY            APPROX. 1.6 KM 3565400.1 |
 PE2396|---------------------------------------------------------------------|
 PE2396
 PE2396                          SUPERSEDED SURVEY CONTROL
 PE2396
 PE2396  NAD 83(1992)-  44 01 14.55873(N)    069 23 58.47989(W) AD(       ) 3
 PE2396  NAD 83(1986)-  44 01 14.56319(N)    069 23 58.48589(W) AD(       ) 3
 PE2396  NAD 27      -  44 01 14.26000(N)    069 24 00.29000(W) AD(       ) 3
 PE2396
 PE2396.Superseded values are not recommended for survey control.
 PE2396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2396.See file dsdata.txt to determine how the superseded data were derived.
 PE2396
 PE2396_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ6797574251(NAD 83)
 PE2396
 PE2396  HISTORY     - Date     Condition        Report By
 PE2396  HISTORY     - UNK      MONUMENTED
 PE2396  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2396
 PE2396                          STATION DESCRIPTION
 PE2396
 PE2396'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2396'A SEARCH WAS MADE ON PROMINENT LEDGE N OF OLD HEATH HOUSE, BUT NO
 PE2396'MARK WAS FOUND.  PLANE-TABLE AND AIR COMPILATION METHODS MIGHT
 PE2396'LOCATE THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2576 ***********************************************************************
 PE2576  DESIGNATION -  HEATH
 PE2576  PID         -  PE2576
 PE2576  STATE/COUNTY-  ME/HANCOCK
 PE2576  USGS QUAD   -  CASTINE (1979)
 PE2576
 PE2576                         *CURRENT SURVEY CONTROL
 PE2576  ___________________________________________________________________
 PE2576* NAD 83(1996)-  44 28 13.60012(N)    068 47 05.02600(W)     ADJUSTED  
 PE2576* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 PE2576  ___________________________________________________________________
 PE2576  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 PE2576  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 PE2576
 PE2576  HORZ ORDER  -  THIRD
 PE2576
 PE2576.The horizontal coordinates were established by classical geodetic methods
 PE2576.and adjusted by the National Geodetic Survey in March 1998..
 PE2576
 PE2576.The orthometric height was scaled from a topographic map.
 PE2576
 PE2576.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2576
 PE2576.The geoid height was determined by GEOID03.
 PE2576
 PE2576;                    North         East     Units Scale Factor Converg.
 PE2576;SPC ME E     -    89,341.132   277,346.419   MT  0.99990631   -0 11 58.1
 PE2576;UTM  19      - 4,924,148.766   517,122.169   MT  0.99960361   +0 09 02.9
 PE2576
 PE2576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2576!SPC ME E     -   1.00000347  x   0.99990631  =   0.99990978
 PE2576!UTM  19      -   1.00000347  x   0.99960361  =   0.99960708
 PE2576
 PE2576                          SUPERSEDED SURVEY CONTROL
 PE2576
 PE2576  NAD 83(1992)-  44 28 13.60030(N)    068 47 05.00661(W) AD(       ) 3
 PE2576  NAD 83(1986)-  44 28 13.59277(N)    068 47 05.02807(W) AD(       ) 3
 PE2576
 PE2576.Superseded values are not recommended for survey control.
 PE2576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2576.See file dsdata.txt to determine how the superseded data were derived.
 PE2576
 PE2576_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1712224149(NAD 83)
 PE2576_MARKER: Z = SEE DESCRIPTION
 PE2576_SETTING: 0 = UNSPECIFIED SETTING
 PE2576_MAGNETIC: I = MARKER IS A STEEL ROD
 PE2576_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE2576
 PE2576  HISTORY     - Date     Condition        Report By
 PE2576  HISTORY     - 1983     MONUMENTED       NOS
 PE2576
 PE2576                          STATION DESCRIPTION
 PE2576
 PE2576'DESCRIBED BY NATIONAL OCEAN SERVICE 1983 (RST)
 PE2576'THE STATION IS LOCATED ON THE EAST SIDE OF THE PENOBSCOT
 PE2576'RIVER JUST SOUTH OF WEST PENOBSCOT.
 PE2576'
 PE2576'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 PE2576'175 AND 166 IN WEST PENOBSCOT, GO SOUTH ON 166 FOR 0.5 KM
 PE2576'(0.3 MI) TO A DIRT ROAD ON THE RIGHT.  TURN RIGHT AND GO
 PE2576'0.25 KM (0.15 MI) WEST TO A SHARP BEND LEFT AND A PICNIC
 PE2576'AREA.
 PE2576'
 PE2576'THE STATION IS A 4 CM STAINLESS STEEL WASHER WITH A HEX NUT
 PE2576'STAMPED ---HEATH 1982---, THE NUT IS AFFIXED TO A 1/2 INCH
 PE2576'STAINLESS STEEL ROD WHICH IS DRIVEN TO REFUSAL.
 PE2576'IT IS LOCATED
 PE2576'73.2 METERS (240 FT) EAST FROM THE WEST EXTENDED EDGE OF THE
 PE2576'PICNIC AREA,
 PE2576'8.53 METERS (28 FT) EAST FROM THE TOP OF THE BANK AT THE EDGE
 PE2576'OF THE RIVER, AND
 PE2576'3.05 METERS (10 FT) NORTH FROM THE NORTH EDGE OF THE MOWED GRASS
 PE2576'PICNIC AREA.
 PE2576'
 PE2576'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.07 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0949 ***********************************************************************
 PD0949  DESIGNATION -  HEATH 1883
 PD0949  PID         -  PD0949
 PD0949  STATE/COUNTY-  ME/WASHINGTON
 PD0949  USGS QUAD   -  MOOSE RIVER (1993)
 PD0949
 PD0949                         *CURRENT SURVEY CONTROL
 PD0949  ___________________________________________________________________
 PD0949* NAD 83(1996)-  44 44 10.56223(N)    067 06 18.02891(W)     ADJUSTED  
 PD0949* NAVD 88     -        34.     (meters)     112.     (feet)  SCALED    
 PD0949  ___________________________________________________________________
 PD0949  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 PD0949  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 PD0949
 PD0949  HORZ ORDER  -  THIRD
 PD0949
 PD0949.The horizontal coordinates were established by classical geodetic methods
 PD0949.and adjusted by the National Geodetic Survey in March 1998..
 PD0949
 PD0949.The orthometric height was scaled from a topographic map.
 PD0949
 PD0949.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0949
 PD0949.The geoid height was determined by GEOID03.
 PD0949
 PD0949;                    North         East     Units Scale Factor Converg.
 PD0949;SPC ME E     -   119,784.797   410,483.183   MT  1.00005006   +0 58 55.0
 PD0949;UTM  19      - 4,955,400.398   650,038.223   MT  0.99987683   +1 20 02.5
 PD0949
 PD0949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0949!SPC ME E     -   0.99999820  x   1.00005006  =   1.00004826
 PD0949!UTM  19      -   0.99999820  x   0.99987683  =   0.99987503
 PD0949
 PD0949                          SUPERSEDED SURVEY CONTROL
 PD0949
 PD0949  NAD 83(1992)-  44 44 10.55962(N)    067 06 18.02696(W) AD(       ) 3
 PD0949  NAD 83(1986)-  44 44 10.55651(N)    067 06 18.02895(W) AD(       ) 3
 PD0949  NAD 27      -  44 44 10.26000(N)    067 06 20.11000(W) AD(       ) 3
 PD0949
 PD0949.Superseded values are not recommended for survey control.
 PD0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0949.See file dsdata.txt to determine how the superseded data were derived.
 PD0949
 PD0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5003855400(NAD 83)
 PD0949
 PD0949  HISTORY     - Date     Condition        Report By
 PD0949  HISTORY     - 1883     MONUMENTED       CGS
 PD0949  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0949
 PD0949                          STATION DESCRIPTION
 PD0949
 PD0949'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0949'STATION IS ON THE E OF TWO SUMMITS NEAR THE S SHORE OF MOOSE
 PD0949'RIVER NEAR ITS MOUTH, AND ABOUT 1-1/2 MILES DUE S OF TRESCOTT
 PD0949'ROCK.  THE W SUMMIT IS SLIGHTLY THE HIGHER OF THE TWO, AND
 PD0949'ABOUT 400 METERS FARTHER E A THIRD SUMMIT EXISTS, WHICH IS
 PD0949'LOWER THAN EITHER.  THE STATION IS ON THE HIGHEST POINT OF
 PD0949'A LEDGE AND IS A DRILL HOLE SURROUNDED BY A TRIANGLE CUT IN
 PD0949'THE ROCK, AND COVERED BY A CAIRN.  THE SUMMITS ARE COVERED BY
 PD0949'BRUSH AND TREES.
 PD0949'
 PD0949'TO REACH THE STATION FROM CUTLER POST OFFICE, DRIVE NE ON
 PD0949'MAINE HIGHWAY 191 ABOUT 7.1 MILES, TURN RIGHT ON ROUGH GRAVEL
 PD0949'ROAD ABOUT 0.95 MILE TO A GRAVEL PIT ON N SIDE OF ROAD.  THEN
 PD0949'WALK 1/4 MILE NNE TO MORE E OF TWO SUMMITS AND STATION.  FOR
 PD0949'BEST APPROACH, SKIRT THE W END OF BOG AND FOLLOW OPEN AREA
 PD0949'ALONG S SIDE OF HILL TO POINT OPPOSITE THE E SUMMIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2384 ***********************************************************************
 PE2384  DESIGNATION -  HEATHS HOUSE WEST CHIMNEY
 PE2384  PID         -  PE2384
 PE2384  STATE/COUNTY-  ME/LINCOLN
 PE2384  USGS QUAD   -  WALDOBORO WEST (1988)
 PE2384
 PE2384                         *CURRENT SURVEY CONTROL
 PE2384  ___________________________________________________________________
 PE2384* NAD 83(1996)-  44 00 59.17699(N)    069 24 00.85661(W)     ADJUSTED  
 PE2384* NAVD 88     -                                                        
 PE2384  ___________________________________________________________________
 PE2384  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 PE2384  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 PE2384
 PE2384  HORZ ORDER  -  THIRD
 PE2384
 PE2384.The horizontal coordinates were established by classical geodetic methods
 PE2384.and adjusted by the National Geodetic Survey in March 1998..
 PE2384
 PE2384
 PE2384.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2384
 PE2384.The geoid height was determined by GEOID03.
 PE2384
 PE2384;                    North         East     Units Scale Factor Converg.
 PE2384;SPC ME W     -   131,725.374   961,453.373   MT  1.00001310   +0 31 57.3
 PE2384;SPC ME E     -    39,252.942   227,822.391   MT  0.99996405   -0 37 32.1
 PE2384;UTM  19      - 4,873,776.439   467,920.130   MT  0.99961266   -0 16 41.2
 PE2384
 PE2384                          SUPERSEDED SURVEY CONTROL
 PE2384
 PE2384  NAD 83(1992)-  44 00 59.18207(N)    069 24 00.84379(W) AD(       ) 4
 PE2384  NAD 83(1986)-  44 00 59.18652(N)    069 24 00.84973(W) AD(       ) 4
 PE2384  NAD 27      -  44 00 58.89000(N)    069 24 02.65000(W) AD(       ) 3
 PE2384
 PE2384.Superseded values are not recommended for survey control.
 PE2384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2384.See file dsdata.txt to determine how the superseded data were derived.
 PE2384
 PE2384_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ6792073776(NAD 83)
 PE2384
 PE2384  HISTORY     - Date     Condition        Report By
 PE2384  HISTORY     - UNK      MONUMENTED
 PE2384  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2384  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2384
 PE2384                          STATION DESCRIPTION
 PE2384
 PE2384'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2384'THIS STATION IS LOST.
 PE2384
 PE2384                          STATION RECOVERY (1943)
 PE2384
 PE2384'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2384'LISTED AS LOST IN 1934.
 PE2384'
 PE2384'ACCORDING TO INFORMATION FROM THE INHABITANTS OF THE HOUSE,
 PE2384'IT IS THE ORIGINAL HEATH HOUSE AND IS MORE THAN 100 YEARS
 PE2384'OLD.  IT IS A ONE-STORY UNPAINTED DWELLING WITH SHINGLED
 PE2384'ROOF, IN TWO SECTIONS, AND WITH THREE CHIMNEYS.  THE CHIMNEY
 PE2384'TAKEN TO BE THE STATION IS ON THE W SECTION, AND ALTHOUGH NOT
 PE2384'APPEARING TO BE THE ORIGINAL ONE, IT APPARENTLY IS IN THE SAME
 PE2384'LOCATION AND SHOULD BE VERIFIED BY THE COMPILATION
 PE2384'OFFICE.  NOTE--VERIFIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1720 ***********************************************************************
 QF1720  DESIGNATION -  HEDGE IBC
 QF1720  PID         -  QF1720
 QF1720  STATE/COUNTY-  ME/WASHINGTON
 QF1720  USGS QUAD   -  FOREST CITY (1988)
 QF1720
 QF1720                         *CURRENT SURVEY CONTROL
 QF1720  ___________________________________________________________________
 QF1720* NAD 83(1996)-  45 38 42.21022(N)    067 44 31.82937(W)     ADJUSTED  
 QF1720* NAVD 88     -       132.     (meters)     433.     (feet)  SCALED    
 QF1720  ___________________________________________________________________
 QF1720  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 QF1720  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 QF1720
 QF1720  HORZ ORDER  -  SECOND
 QF1720
 QF1720.The horizontal coordinates were established by classical geodetic methods
 QF1720.and adjusted by the National Geodetic Survey in March 1998..
 QF1720
 QF1720.The orthometric height was scaled from a topographic map.
 QF1720
 QF1720.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1720
 QF1720.The geoid height was determined by GEOID03.
 QF1720
 QF1720;                    North         East     Units Scale Factor Converg.
 QF1720;SPC ME E     -   220,106.243   359,071.921   MT  0.99994289   +0 32 30.8
 QF1720;UTM  19      - 5,055,381.625   598,017.035   MT  0.99971812   +0 53 58.0
 QF1720
 QF1720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1720!SPC ME E     -   0.99998306  x   0.99994289  =   0.99992595
 QF1720!UTM  19      -   0.99998306  x   0.99971812  =   0.99970119
 QF1720
 QF1720:                Primary Azimuth Mark                     Grid Az
 QF1720:SPC ME E     -  PEMBERTON RIDGE                          354 41 42.2
 QF1720:UTM  19      -  PEMBERTON RIDGE                          354 20 15.0
 QF1720
 QF1720|---------------------------------------------------------------------|
 QF1720| PID    Reference Object                     Distance      Geod. Az  |
 QF1720|                                                           dddmmss.s |
 QF1720| QF1739 PEMBERTON RIDGE                     APPROX. 7.1 KM 3551413.0 |
 QF1720|---------------------------------------------------------------------|
 QF1720
 QF1720                          SUPERSEDED SURVEY CONTROL
 QF1720
 QF1720  NAD 83(1992)-  45 38 42.20670(N)    067 44 31.82750(W) AD(       ) 2
 QF1720  NAD 83(1986)-  45 38 42.20970(N)    067 44 31.84313(W) AD(       ) 2
 QF1720  NAD 27      -  45 38 41.99200(N)    067 44 33.81600(W) AD(       ) 2
 QF1720
 QF1720.Superseded values are not recommended for survey control.
 QF1720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1720.See file dsdata.txt to determine how the superseded data were derived.
 QF1720
 QF1720_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9801755382(NAD 83)
 QF1720_MARKER: H = DRILL HOLE
 QF1720_SETTING: 0 = UNSPECIFIED SETTING
 QF1720_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QF1720
 QF1720  HISTORY     - Date     Condition        Report By
 QF1720  HISTORY     - 1890     MONUMENTED       CGS
 QF1720
 QF1720                          STATION DESCRIPTION
 QF1720
 QF1720'DESCRIBED BY COAST AND GEODETIC SURVEY 1890 (JH)
 QF1720'ON A POINT OF THE W SHORE OF THE S ARM OF GRAND LAKE, ABREAST OF AND
 QF1720'ABOUT 50 METERS DISTANT FROM AN ISLAND, AND ABOUT 1/3 MILE N BY W
 QF1720'FROM THE ENTRANCE TO ROBINSONS BASIN.  THE STATION IS MARKED BY A
 QF1720'DRILL HOLE WITHIN A TRIANGLE CUT IN THE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0732 ***********************************************************************
 RF0732  DESIGNATION -  HEDGEHOG LOT
 RF0732  PID         -  RF0732
 RF0732  STATE/COUNTY-  ME/AROOSTOOK
 RF0732  USGS QUAD   -  WINTERVILLE (1985)
 RF0732
 RF0732                         *CURRENT SURVEY CONTROL
 RF0732  ___________________________________________________________________
 RF0732* NAD 83(1996)-  46 55 54.76554(N)    068 32 03.35113(W)     ADJUSTED  
 RF0732* NAVD 88     -       482.0    (meters)    1581.     (feet)  VERTCON   
 RF0732  ___________________________________________________________________
 RF0732  LAPLACE CORR-           5.24  (seconds)                    DEFLEC99
 RF0732  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 RF0732
 RF0732  HORZ ORDER  -  FIRST
 RF0732
 RF0732.The horizontal coordinates were established by classical geodetic methods
 RF0732.and adjusted by the National Geodetic Survey in March 1998..
 RF0732
 RF0732.The NAVD 88 height was computed by applying the VERTCON shift value to
 RF0732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RF0732
 RF0732.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0732
 RF0732.The geoid height was determined by GEOID03.
 RF0732
 RF0732;                    North         East     Units Scale Factor Converg.
 RF0732;SPC ME E     -   362,852.261   297,390.952   MT  0.99990008   -0 01 30.1
 RF0732;UTM  19      - 5,197,699.417   535,452.784   MT  0.99961545   +0 20 24.9
 RF0732
 RF0732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0732!SPC ME E     -   0.99992822  x   0.99990008  =   0.99982831
 RF0732!UTM  19      -   0.99992822  x   0.99961545  =   0.99954370
 RF0732
 RF0732|---------------------------------------------------------------------|
 RF0732| PID    Reference Object                     Distance      Geod. Az  |
 RF0732|                                                           dddmmss.s |
 RF0732| DA5428 HEDGEHOG RM 1                         6.680 METERS 06245     |
 RF0732| DA5429 HEDGEHOG RM 2                         8.554 METERS 11637     |
 RF0732| DA5427 HEDGEHOG AZ MK                                     1432557.7 |
 RF0732| SF0437 EAGLE                               APPROX.15.2 KM 3564212.8 |
 RF0732|---------------------------------------------------------------------|
 RF0732
 RF0732                          SUPERSEDED SURVEY CONTROL
 RF0732
 RF0732  NAD 83(1992)-  46 55 54.76023(N)    068 32 03.34509(W) AD(       ) 1
 RF0732  NAD 83(1986)-  46 55 54.76441(N)    068 32 03.34471(W) AD(       ) 1
 RF0732  NAD 27      -  46 55 54.62200(N)    068 32 05.18600(W) AD(       ) 1
 RF0732  NGVD 29 (07/19/86)  482.1    (m)         1582.     (f) VERT ANG       
 RF0732
 RF0732.Superseded values are not recommended for survey control.
 RF0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0732.See file dsdata.txt to determine how the superseded data were derived.
 RF0732
 RF0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM3545397699(NAD 83)
 RF0732_MARKER: Z = SEE DESCRIPTION
 RF0732_SETTING: 0 = UNSPECIFIED SETTING
 RF0732
 RF0732  HISTORY     - Date     Condition        Report By
 RF0732  HISTORY     - 1941     MONUMENTED       CGS
 RF0732  HISTORY     - 1941     SEE DESCRIPTION  CGS
 RF0732  HISTORY     - 1942     SEE DESCRIPTION  CGS
 RF0732  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RF0732
 RF0732                          STATION DESCRIPTION
 RF0732
 RF0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 RF0732'THE STATION IS LOCATED ABOUT 7.5 MILES SSE OF EAGLE LAKE, 12
 RF0732'MILES NNW OF PORTAGE, AND 20 MILES WSW OF STOCKHOLM, ON THE
 RF0732'HIGHEST POINT OF HEDGEHOG MOUNTAIN, AND DIRECTLY UNDER THE
 RF0732'CENTER OF THE FIRE TOWER.  IT IS A STANDARD U.S. GEOLOGICAL
 RF0732'SURVEY BENCH MARK DISK SET IN BEDROCK ABOUT 6 INCHES BELOW THE
 RF0732'GROUND SURFACE.
 RF0732'
 RF0732'REFERENCE MARK NO. 1 IS E OF THE STATION.  IT IS A BRONZE DISK
 RF0732'SET IN A DRILL HOLE IN BEDROCK, AND ABOUT 4 FEET BELOW THE
 RF0732'STATION ELEVATION.  THE DISK IS STAMPED HEDGEHOG MT. (USGS)
 RF0732'NO. 1, 1941.
 RF0732'
 RF0732'REFERENCE MARK NO. 2 IS SE OF THE STATION.  IT IS A BRONZE DISK
 RF0732'SET IN A DRILL HOLE IN BEDROCK ABOUT 2 FEET ABOVE THE STATION
 RF0732'ELEVATION.  THE DISK IS STAMPED HEDGEHOG MT. (USGS) NO. 2, 1941.
 RF0732'
 RF0732'THE AZIMUTH MARK IS 0.8 MILE S OF THE STATION, ON THE GROUNDS
 RF0732'OF A STATE HIGHWAY CAMPING SITE.  IT IS 24 FEET W OF THE CENTER
 RF0732'LINE OF STATE HIGHWAY 11, AND 150 FEET S OF A SMALL SHED, SET
 RF0732'IN A DRILL HOLE IN A BOULDER ABOUT 4 BY 6 FEET IN DIAMETER AND
 RF0732'PROJECTS 2 FEET.  THE BRONZE DISK IS STAMPED HEDGEHOG (U.S.G.S.)
 RF0732'1941.  TO REACH FROM THE FIRE WARDENS CABIN, GO S ON STATE
 RF0732'HIGHWAY 11 FOR 1.0 MILE TO THE CAMP SITE ON THE RIGHT AND MARK.
 RF0732'
 RF0732'NO WITNESS MARK WAS ESTABLISHED.
 RF0732'
 RF0732'TO REACH THE STATION FROM THE TANGUAY HOTEL IN PORTAGE GO N
 RF0732'ON STATE HIGHWAY 11 FOR 12.4 MILES TO THE FIRE WARDENS CABIN ON
 RF0732'THE LEFT AND ABOUT 300 FEET N OF THE ROAD, TURN LEFT AND PARK
 RF0732'TRUCK.  FROM HERE PACK UP TRAIL JUST LEFT OF THE CABIN TO THE
 RF0732'TOP OF THE HILL TO THE FIRE STATION AND STATION AS DESCRIBED.
 RF0732'
 RF0732'NOTE--A 4-FOOT STAND REQUIRED TO CLEAR ALL LINES.
 RF0732'
 RF0732'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 RF0732
 RF0732                          STATION RECOVERY (1941)
 RF0732
 RF0732'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (PLB)
 RF0732'THIS INTERSECTION STATION IS THE CENTER OF THE FIRE TOWER LOCATED
 RF0732'ABOUT 12 MILES NNW OF PORTAGE, ON THE HIGHEST POINT OF HEDGEHOG
 RF0732'MOUNTAIN.  IT IS A FOUR-LEGGED STEEL STRUCTURE ABOUT 20 FEET
 RF0732'HIGH WITH A CAB ON THE TOP AND PAINTED WHITE.
 RF0732'
 RF0732'NOTE--TRIANGULATION STATION HEDGEHOG IS SET IN BEDROCK DIRECTLY
 RF0732'UNDER THE CENTER OF THE FIRE TOWER.
 RF0732
 RF0732                          STATION RECOVERY (1942)
 RF0732
 RF0732'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 RF0732'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RF0732'CONDITION.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 RF0732'
 RF0732'STATION IS LOCATED ABOUT 12 MILES NNW OF PORTAGE ON THE
 RF0732'HIGHEST POINT OF HEDGEHOG MOUNTAIN AND DIRECTLY UNDER THE CENTER
 RF0732'OF THE HEDGEHOG LOOKOUT TOWER OF THE U.S. FOREST SERVICE.
 RF0732'
 RF0732'THE MARK IS A STANDARD U.S.G.S. BENCH MARK DISK SET IN A
 RF0732'DRILL HOLE IN BEDROCK ABOUT 6 INCHES BELOW THE SURFACE.
 RF0732'
 RF0732'REFERENCE MARK NO. 1 (NOTE 12A) IS SET IN A DRILL HOLE IN
 RF0732'BEDROCK, E OF THE STATION AND ABOUT 4 FEET LOWER THAN THE
 RF0732'STATION.  IT IS STAMPED HEDGEHOG (U.S.G.S.) NO. 1 1941.
 RF0732'
 RF0732'REFERENCE MARK NO. 2 (NOTE 12A) IS SE OF THE STATION, SET IN A
 RF0732'DRILL HOLE IN BEDROCK AND ABOUT 2 FEET HIGHER THAN THE
 RF0732'STATION.  IT IS STAMPED HEDGEHOG NO. 2 1941 (USGS).
 RF0732'
 RF0732'THE AZIMUTH MARK (NOTE 12C) IS SET IN A DRILL HOLE IN A 4- BY
 RF0732'6-FOOT BOULDER PROJECTING ABOUT 2 FEET.  IT IS LOCATED ON THE
 RF0732'GROUNDS OF THE STATE HIGHWAY FREE CAMP SITE, 24 FEET W OF THE
 RF0732'CENTER LINE OF STATE HIGHWAY 11 AND 150 FEET S OF A SMALL
 RF0732'SHED.  IT IS STAMPED HEDGEHOG (U.S.G.S.) 1941.
 RF0732'
 RF0732'TO REACH THE STATION FROM THE TANGUAY HOTEL IN PORTAGE, GO N
 RF0732'ON STATE HIGHWAY 11 FOR 11.4 MILES TO THE AZIMUTH MARK ON THE
 RF0732'LEFT, CONTINUE N FOR 1 MILE TO THE FOREST RANGERS CABIN ON THE
 RF0732'LEFT.  FROM THE RANGERS CABIN PACK ABOUT 1 MILE UPHILL ON GOOD
 RF0732'TRAIL TO TOP OF HILL TO LOOKOUT TOWER AND STATION.
 RF0732'
 RF0732'A 4-FOOT TRIPOD.
 RF0732'
 RF0732'THIS STATION IS A LOOKOUT TOWER OF THE U.S. FOREST SERVICE,
 RF0732'LOCATED ON THE TOP OF HEDGEHOG MOUNTAIN, ABOUT 12 MILES NNW
 RF0732'OF PORTAGE.
 RF0732'
 RF0732'IT IS OF ALL STEEL CONSTRUCTION, ABOUT 30 FEET HIGH AND HAS
 RF0732'AN ENCLOSED CABIN AT THE TOP.  TRIANGULATION STATION HEDGEHOG
 RF0732'(U.S.G.S.) IS LOCATED DIRECTLY UNDER THE CENTER OF THE TOWER.
 RF0732
 RF0732                          STATION RECOVERY (1960)
 RF0732
 RF0732'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HRL)
 RF0732'STATION AND REFERENCE MARKS NO. 1 AND 2 WERE RECOVERED AS
 RF0732'DESCRIBED AND FOUND IN GOOD CONDITION.  AZIMUTH MARK WAS NOT
 RF0732'RECOVERED AND IS BELIEVED TO BE DESTROYED BY BULL DOZER
 RF0732'OPERATIONS.  A CHECK WAS MADE OF THE DISTANCE AND DIRECTION TO
 RF0732'THE MARKS AND FOUND TO BE CORRECT.
 RF0732'
 RF0732'TO REACH FROM THE POST OFFICE IN EAGLE LAKE, GO SOUTHERLY ON
 RF0732'STATE HIGHWAY NO. 11 FOR 8.9 MILES TO DRIVEWAY RIGHT LEADING TO
 RF0732'FIRE WARDENS CABIN.  TURN RIGHT AND GO WEST ON DRIVEWAY FOR 0.1
 RF0732'MILE TO WARDENS CABIN.  PACK ALONG GOOD TRAIL FOLLOWING TELEPHONE
 RF0732'LINES TO TOP OF HEDGEHOG MOUNTAIN AND STATION AS DESCRIBED.
 RF0732'ABOUT 20 MINUTE PACK.
 RF0732'
 RF0732'THE FIRE TOWER IS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0536 ***********************************************************************
 OB0536  DESIGNATION -  HEEL EDDY GRAY ROOFED HSE CHIM
 OB0536  PID         -  OB0536
 OB0536  STATE/COUNTY-  ME/SAGADAHOC
 OB0536  USGS QUAD   -  PHIPPSBURG (1957)
 OB0536
 OB0536                         *CURRENT SURVEY CONTROL
 OB0536  ___________________________________________________________________
 OB0536* NAD 83(1996)-  43 45 15.68171(N)    069 45 55.34328(W)     ADJUSTED  
 OB0536* NAVD 88     -                                                        
 OB0536  ___________________________________________________________________
 OB0536  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 OB0536  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 OB0536
 OB0536  HORZ ORDER  -  THIRD
 OB0536
 OB0536.The horizontal coordinates were established by classical geodetic methods
 OB0536.and adjusted by the National Geodetic Survey in March 1998..
 OB0536
 OB0536
 OB0536.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0536
 OB0536.The geoid height was determined by GEOID03.
 OB0536
 OB0536;                    North         East     Units Scale Factor Converg.
 OB0536;SPC ME W     -   102,399.066   932,317.657   MT  0.99997951   +0 16 39.1
 OB0536;UTM  19      - 4,844,874.912   438,384.203   MT  0.99964670   -0 31 45.6
 OB0536
 OB0536                          SUPERSEDED SURVEY CONTROL
 OB0536
 OB0536  NAD 83(1992)-  43 45 15.67911(N)    069 45 55.34104(W) AD(       ) 4
 OB0536  NAD 83(1986)-  43 45 15.68479(N)    069 45 55.34677(W) AD(       ) 4
 OB0536  NAD 27      -  43 45 15.38000(N)    069 45 57.18000(W) AD(       ) 3
 OB0536
 OB0536.Superseded values are not recommended for survey control.
 OB0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0536.See file dsdata.txt to determine how the superseded data were derived.
 OB0536
 OB0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3838444875(NAD 83)
 OB0536
 OB0536  HISTORY     - Date     Condition        Report By
 OB0536  HISTORY     - UNK      MONUMENTED
 OB0536  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0536  HISTORY     - 20020914 GOOD             USPSQD
 OB0536
 OB0536                          STATION DESCRIPTION
 OB0536
 OB0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (HOF)
 OB0536'COMPLETE NEW DESCRIPTION--
 OB0536'
 OB0536'MOST HIGHLY ELEVATED RED BRICK CHIMNEY ON BROWN-SHINGLED
 OB0536'2-STORY HOUSE, WITH GREEN COMPOSITION ROOF SITUATED ON
 OB0536'KENNEBEC POINT.
 OB0536
 OB0536                          STATION RECOVERY (2002)
 OB0536
 OB0536'RECOVERY NOTE BY US POWER SQUADRON 2002 (RHS)
 OB0536'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2445 ***********************************************************************
 PE2445  DESIGNATION -  HEIDI
 PE2445  PID         -  PE2445
 PE2445  STATE/COUNTY-  ME/LINCOLN
 PE2445  USGS QUAD   -  RICHMOND (1980)
 PE2445
 PE2445                         *CURRENT SURVEY CONTROL
 PE2445  ___________________________________________________________________
 PE2445* NAD 83(1996)-  44 02 56.45228(N)    069 45 40.39423(W)     ADJUSTED  
 PE2445* NAVD 88     -        85.3    (meters)     280.     (feet)  VERTCON   
 PE2445  ___________________________________________________________________
 PE2445  LAPLACE CORR-           3.00  (seconds)                    DEFLEC99
 PE2445  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 PE2445
 PE2445  HORZ ORDER  -  SECOND
 PE2445
 PE2445.The horizontal coordinates were established by classical geodetic methods
 PE2445.and adjusted by the National Geodetic Survey in March 1998..
 PE2445
 PE2445.The NAVD 88 height was computed by applying the VERTCON shift value to
 PE2445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PE2445
 PE2445.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2445
 PE2445.The geoid height was determined by GEOID03.
 PE2445
 PE2445;                    North         East     Units Scale Factor Converg.
 PE2445;SPC ME W     -   135,139.236   932,491.427   MT  0.99997965   +0 16 54.8
 PE2445;UTM  19      - 4,877,598.452   439,020.016   MT  0.99964573   -0 31 45.4
 PE2445
 PE2445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2445!SPC ME W     -   0.99999067  x   0.99997965  =   0.99997032
 PE2445!UTM  19      -   0.99999067  x   0.99964573  =   0.99963640
 PE2445
 PE2445|---------------------------------------------------------------------|
 PE2445| PID    Reference Object                     Distance      Geod. Az  |
 PE2445|                                                           dddmmss.s |
 PE2445| CE7989 HEIDI RM 1                           14.213 METERS 22048     |
 PE2445| PE2444 HEIDI PT A                            9.559 METERS 22423     |
 PE2445| CE7990 HEIDI RM 2                           15.853 METERS 32343     |
 PE2445| PE2425 GARDINER FAA MICROWAVE              APPROX.15.2 KM 3410342.3 |
 PE2445| CE7988 HEIDI AZ MK                                        3532215.2 |
 PE2445|---------------------------------------------------------------------|
 PE2445
 PE2445                          SUPERSEDED SURVEY CONTROL
 PE2445
 PE2445  NAD 83(1992)-  44 02 56.45092(N)    069 45 40.39367(W) AD(       ) 2
 PE2445  NAD 83(1986)-  44 02 56.45621(N)    069 45 40.39860(W) AD(       ) 2
 PE2445  NAD 27      -  44 02 56.18847(N)    069 45 42.23881(W) AD(       ) 2
 PE2445  NGVD 29 (07/19/86)   85.5    (m)          281.     (f) VERT ANG       
 PE2445
 PE2445.Superseded values are not recommended for survey control.
 PE2445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2445.See file dsdata.txt to determine how the superseded data were derived.
 PE2445
 PE2445_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3902077598(NAD 83)
 PE2445_MARKER: DD = SURVEY DISK
 PE2445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE2445_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PE2445
 PE2445  HISTORY     - Date     Condition        Report By
 PE2445  HISTORY     - 1975     MONUMENTED       MEDT
 PE2445
 PE2445                          STATION DESCRIPTION
 PE2445
 PE2445'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975 (RCA)
 PE2445'THE STATION IS LOCATED ON THE EAST SIDE OF STATE ROUTE 127 IN
 PE2445'THE TOWN OF SOUTH DRESDEN ON THE TOP OF A HILL, 0.10 MILES NORTH
 PE2445'OF HATCHS CORNER, 2-1/2 MILES NORTH OF THE LINCOLN-SAGADAHOC
 PE2445'COUNTY LINE, 3-1/2 MILES SOUTHEAST OF RICHMOND, 5-1/2 MILES
 PE2445'NORTHWEST OF WISCASSET, 9-1/2 MILES NORTH OF BATH, ON PROPERTY
 PE2445'OWNED BY THE MEDOMAC CANNING COMPANY.
 PE2445'
 PE2445'TO REACH THE STATION FROM THE U.S. POST OFFICE IN DRESDEN, GO
 PE2445'NORTHEAST 0.05 MILES ON STATE ROUTE 27 TO THE JUNCTION OF STATE
 PE2445'ROUTES 127 AND 197, TURN LEFT AND PROCEED SOUTHWEST 2.0 MILES TO
 PE2445'WHERE STATE ROUTE 197 TURNS RIGHT, CONTINUE STRAIGHT AHEAD ON
 PE2445'STATE ROUTE 127 SOUTH FOR 2.8 MILES TO THE STATION ON THE LEFT.
 PE2445'
 PE2445'THE STATION MARK IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 PE2445'DISK, STAMPED 1974 HEIDI, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 PE2445'CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE
 PE2445'GROUND.  THE SUB-SURFACE MARK IS AN ALUMINUM DISK STAMPED HEIDI
 PE2445'1974, SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 53-INCHES BELOW
 PE2445'THE SURFACE OF THE GROUND.  THE STATION MARK IS 5.1 FEET WEST OF
 PE2445'A METAL WITNESS POST AND SIGN, 33.0 FEET NORTHWEST OF A 30-INCH
 PE2445'MAPLE TREE, 70.8 FEET EAST OF THE CENTERLINE OF STATE ROUTE
 PE2445'127, 113.0 FEET SOUTHEAST OF A POWER LINE POLE NUMBER
 PE2445'122/353/2, AND ABOUT 4 FEET HIGHER THAN THE ROAD.
 PE2445'
 PE2445'REFERENCE MARK 1 IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 PE2445'DISK STAMPED RM 1 1974 HEIDI, SET IN A 12-INCH CYLINDRICAL CONCRETE
 PE2445'MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 PE2445'59.3 FEET WEST OF A 30-INCH MAPLE TREE, 37.9 FEET EAST OF THE
 PE2445'CENTERLINE OF STATE ROUTE 127, 135 FEET SOUTH-SOUTHEAST OF A
 PE2445'POWER POLE NUMBER 122/353/2, AND ABOUT 3-1/2 FEET HIGHER THAN
 PE2445'THE ROAD.
 PE2445'
 PE2445'REFERENCE MARK 2 IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 PE2445'DISK STAMPED RM 2 1974 HEIDI, SET IN A 12-INCH CYLINDRICAL
 PE2445'CONCRETE MONUMENT FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 PE2445'61.1 FEET SOUTHEAST OF A POWER POLE NUMBER 122/353/2, 43.8 FEET
 PE2445'EAST OF THE CENTERLINE OF STATE ROUTE 127, AND ABOUT 2 FEET
 PE2445'HIGHER THAN THE ROAD.
 PE2445'
 PE2445'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON STATE
 PE2445'ROUTE 127 FOR 0.60 MILES TO THE AZIMUTH MARK ON THE RIGHT.  IT IS
 PE2445'A STANDARD MAINE DEPARTMENT OF TRANSPORTATION DISK STAMPED AZ MK
 PE2445'1974 HEIDI, SET IN A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH
 PE2445'WITH THE SURFACE OF THE GROUND.  IT IS 5.7 FEET WEST OF A METAL
 PE2445'WITNESS POST AND SIGN, 20.0 FEET EAST OF THE CENTERLINE OF STATE
 PE2445'ROUTE 127, 40.5 FEET EAST OF POWER POLE NUMBER 107/62, AND 46.1
 PE2445'FEET SOUTH OF A 36-INCH PINE.
 PE2445'
 PE2445'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0622 ***********************************************************************
 QF0622  DESIGNATION -  HEIFER
 QF0622  PID         -  QF0622
 QF0622  STATE/COUNTY-  ME/WASHINGTON
 QF0622  USGS QUAD   -  VANCEBORO (1988)
 QF0622
 QF0622                         *CURRENT SURVEY CONTROL
 QF0622  ___________________________________________________________________
 QF0622* NAD 83(1996)-  45 35 33.95223(N)    067 29 30.28237(W)     ADJUSTED  
 QF0622* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 QF0622  ___________________________________________________________________
 QF0622  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 QF0622  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 QF0622
 QF0622  HORZ ORDER  -  THIRD
 QF0622
 QF0622.The horizontal coordinates were established by classical geodetic methods
 QF0622.and adjusted by the National Geodetic Survey in March 1998..
 QF0622
 QF0622.The orthometric height was scaled from a topographic map.
 QF0622
 QF0622.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0622
 QF0622.The geoid height was determined by GEOID03.
 QF0622
 QF0622;                    North         East     Units Scale Factor Converg.
 QF0622;SPC ME E     -   214,509.831   378,665.797   MT  0.99997606   +0 43 13.1
 QF0622;UTM  19      - 5,049,908.731   617,641.214   MT  0.99977015   +1 04 39.3
 QF0622
 QF0622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0622!SPC ME E     -   0.99998540  x   0.99997606  =   0.99996146
 QF0622!UTM  19      -   0.99998540  x   0.99977015  =   0.99975556
 QF0622
 QF0622|---------------------------------------------------------------------|
 QF0622| PID    Reference Object                     Distance      Geod. Az  |
 QF0622|                                                           dddmmss.s |
 QF0622| CE8884 HEIFER RM 3                           5.800 METERS 00916     |
 QF0622| QF0618 REFERENCE MON 108=CROSS             407.075 METERS 0890814.8 |
 QF0622| CE8882 HEIFER RM 1                          10.729 METERS 11528     |
 QF0622| QF0619 WHITE OWL IBC                       315.267 METERS 13614     |
 QF0622| CE8883 HEIFER RM 2                           6.392 METERS 22355     |
 QF0622| QF0623 REFERENCE MON 107=CALF RM            66.047 METERS 33936     |
 QF0622| QF0627 ERLE                                APPROX. 0.6 KM 3441516.5 |
 QF0622|---------------------------------------------------------------------|
 QF0622
 QF0622                          SUPERSEDED SURVEY CONTROL
 QF0622
 QF0622  NAD 83(1992)-  45 35 33.94840(N)    067 29 30.27951(W) AD(       ) 3
 QF0622  NAD 83(1986)-  45 35 33.95251(N)    067 29 30.29021(W) AD(       ) 3
 QF0622  NAD 27      -  45 35 33.71918(N)    067 29 32.29002(W) AD(       ) 3
 QF0622
 QF0622.Superseded values are not recommended for survey control.
 QF0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0622.See file dsdata.txt to determine how the superseded data were derived.
 QF0622
 QF0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL1764149909(NAD 83)
 QF0622_MARKER: DD = SURVEY DISK
 QF0622_SETTING: 80 = SET IN A BOULDER
 QF0622_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF0622
 QF0622  HISTORY     - Date     Condition        Report By
 QF0622  HISTORY     - 1911     MONUMENTED       IBC
 QF0622  HISTORY     - 1955     GOOD             IBC
 QF0622  HISTORY     - 1972     GOOD             IBC
 QF0622
 QF0622                          STATION DESCRIPTION
 QF0622
 QF0622'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (AJB)
 QF0622'ON THE SE POINT OF THE LARGE ISLAND THAT FORMS THE W SIDE OF---THE
 QF0622'NARROWS---OF SPEDNIK LAKE.  IT IS ON A TRIANGULAR ROCK 2.7 METERS
 QF0622'LONG, 2 METERS WIDE, AND 0.8 METER HIGH.  THE STATION IS 100 FEET
 QF0622'OUTSIDE THE TREE LINE, 30 FEET TO---THE NARROWS---, AND 100 FEET TO
 QF0622'THE LAKE ON THE S AT LOW WATER.  COVERED 2 FEET AT HIGH WATER.
 QF0622'
 QF0622'STATION MARK IS A US AND CB BRONZE STATION DISK SET IN A DRILL HOLE
 QF0622'IN THE ROCK.
 QF0622'
 QF0622'REFERENCE MARK 1 IS A CROSS INSIDE A TRIANGLE CUT IN A POINTED
 QF0622'OBLONG ROCK 6 BY 5 FEET AND 3 FEET HIGH, E OF THE STATION, NO 2 IS A
 QF0622'SIMILAR MARK IN A ROUNDED ROCK 4 BY 4 FEET AND 3 FEET HIGH, SW, AND
 QF0622'THE THIRD A LIKE MARK IN A FLAT - TOPPED TRIANGULAR ROCK 5 FEET ON A
 QF0622'SIDE AND 1 FOOT HIGH, N.
 QF0622
 QF0622                          STATION RECOVERY (1955)
 QF0622
 QF0622'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF0622'STATION RECOVERED IN GOOD CONDITION.
 QF0622
 QF0622                          STATION RECOVERY (1972)
 QF0622
 QF0622'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF0622'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2308 ***********************************************************************
 OC2308  DESIGNATION -  HEIGHTS
 OC2308  PID         -  OC2308
 OC2308  STATE/COUNTY-  ME/YORK
 OC2308  USGS QUAD   -  YORK HARBOR (1993)
 OC2308
 OC2308                         *CURRENT SURVEY CONTROL
 OC2308  ___________________________________________________________________
 OC2308* NAD 83(1996)-  43 08 52.98049(N)    070 38 42.48973(W)     ADJUSTED  
 OC2308* NAVD 88     -        40.     (meters)     131.     (feet)  SCALED    
 OC2308  ___________________________________________________________________
 OC2308  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 OC2308  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 OC2308
 OC2308  HORZ ORDER  -  SECOND
 OC2308
 OC2308.The horizontal coordinates were established by classical geodetic methods
 OC2308.and adjusted by the National Geodetic Survey in March 1998..
 OC2308
 OC2308.The orthometric height was scaled from a topographic map.
 OC2308
 OC2308.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2308
 OC2308.The geoid height was determined by GEOID03.
 OC2308
 OC2308;                    North         East     Units Scale Factor Converg.
 OC2308;SPC ME W     -    35,072.666   861,080.215   MT  0.99998529   -0 19 38.0
 OC2308;SPC NH       -    72,495.654   383,093.850   MT  1.00005157   +0 41 55.1
 OC2308;SPC NH       -   237,846.16  1,256,867.07   sFT  1.00005157   +0 41 55.1
 OC2308;UTM  19      - 4,778,569.308   366,228.850   MT  0.99982014   -1 07 30.9
 OC2308
 OC2308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2308!SPC ME W     -   0.99999791  x   0.99998529  =   0.99998320
 OC2308!SPC NH       -   0.99999791  x   1.00005157  =   1.00004948
 OC2308!UTM  19      -   0.99999791  x   0.99982014  =   0.99981805
 OC2308
 OC2308:                Primary Azimuth Mark                     Grid Az
 OC2308:SPC ME W     -  YORK BEACH UNION CONG CH SPIRE           045 15 38.2
 OC2308:SPC NH       -  YORK BEACH UNION CONG CH SPIRE           044 14 05.1
 OC2308:UTM  19      -  YORK BEACH UNION CONG CH SPIRE           046 03 31.1
 OC2308
 OC2308|---------------------------------------------------------------------|
 OC2308| PID    Reference Object                     Distance      Geod. Az  |
 OC2308|                                                           dddmmss.s |
 OC2308| OC2151 YORK BEACH UNION CONG CH SPIRE      APPROX. 3.9 KM 0445600.2 |
 OC2308| OC2150 YORK BEACH ANCHORAGE HOTEL FP       APPROX. 2.2 KM 0571829.1 |
 OC2308| OC0475 CAPE NEDDICK 151                    APPROX. 4.7 KM 0602820.2 |
 OC2308| OC2148 COW POINT CUPOLA                    APPROX. 1.9 KM 1141434.3 |
 OC2308| CE8221 HEIGHTS RM 1                         26.214 METERS 11733     |
 OC2308| CE8222 HEIGHTS RM 2                         24.404 METERS 24533     |
 OC2308|---------------------------------------------------------------------|
 OC2308
 OC2308                          SUPERSEDED SURVEY CONTROL
 OC2308
 OC2308  NAD 83(1992)-  43 08 52.97967(N)    070 38 42.49011(W) AD(       ) 2
 OC2308  NAD 83(1986)-  43 08 52.98379(N)    070 38 42.49480(W) AD(       ) 2
 OC2308  NAD 27      -  43 08 52.65300(N)    070 38 44.31000(W) AD(       ) 2
 OC2308
 OC2308.Superseded values are not recommended for survey control.
 OC2308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2308.See file dsdata.txt to determine how the superseded data were derived.
 OC2308
 OC2308_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH6622978569(NAD 83)
 OC2308
 OC2308  HISTORY     - Date     Condition        Report By
 OC2308  HISTORY     - 1943     MONUMENTED       CGS
 OC2308  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OC2308
 OC2308                          STATION DESCRIPTION
 OC2308
 OC2308'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 OC2308'THE STATION IS LOCATED ABOUT 0.6 MI. NE OF THE CENTER OF YORK
 OC2308'VILLAGE, 1.0 MI. E OF YORK CORNER, 2.5 MI. SW OF YORK BEACH, IN
 OC2308'THE RESIDENTIAL DISTRICT OF YORK HEIGHTS, AND ON THE PROPERTY
 OC2308'OWNED AND OCCUPIED BY JOHN STOVER.  IT IS 51 FT. N OF THE NW
 OC2308'CORNER OF THE STOVER HOUSE, 20 FT. NE OF A TRIANGULAR-BLAZED
 OC2308'18-IN. OAK TREE, 15 FT. SW OF A N AND S GRAVEL ROAD, AND 125 FT.
 OC2308'NW OF THE E AND W BLACK TOP ROAD.  IT IS A STANDARD STATION DISK,
 OC2308'STAMPED HEIGHTS 1943 AND SET IN A DRILL HOLE IN BEDROCK.
 OC2308'
 OC2308'REFERENCE MARK 1 IS E-SE OF THE STATION, 6 FT. NE OF A TELEPHONE
 OC2308'POLE, AND 25 FT. NW OF THE CENTER OF THE MACADAM ROAD.  IT IS
 OC2308'A STANDARD REFERENCE-MARK DISK, STAMPED HEIGHTS NO 1 1943 AND IS
 OC2308'SET FLUSH WITH THE ROCK SURFACE.
 OC2308'
 OC2308'REFERENCE MARK 2 IS SW OF THE STATION, 40 FT. SW OF THE SW
 OC2308'CORNER OF THE HOUSE, AND 10 FT. S OF THE WOOD PILE.  IT IS A
 OC2308'STANDARD REFERENCE-MARK DISK, STAMPED HEIGHTS NO 2 1943 AND
 OC2308'IS SET FLUSH WITH THE ROCK SURFACE.
 OC2308'
 OC2308'TO REACH THE STATION FROM THE INTERSECTION OF A Y-INTERSECTION
 OC2308'AT THE METHODIST CHURCH IN YORK VILLAGE, GO N ON A MACADAM ROAD
 OC2308'FOR 0.3 MI. TO A SIDE ROAD LEFT, TURN LEFT AND GO 0.05 MI. TO
 OC2308'WHERE THE STREET TURNS RIGHT UPHILL, TURN RIGHT AND FOLLOW THE
 OC2308'MACADAM ROAD NE FOR 0.15 MI. TO THE STOVER HOME ON THE LEFT
 OC2308'AND THE STATION AS DESCRIBED.
 OC2308'
 OC2308'OBSERVATIONS MADE FROM A 90-FT. TOWER.
 OC2308'
 OC2308'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 OC2308
 OC2308                          STATION RECOVERY (1953)
 OC2308
 OC2308'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EHK)
 OC2308'THE STATION AND THE REFERENCE MARKS WERE RECOVERED IN GOOD
 OC2308'CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE MEASURED
 OC2308'WITH A STEEL TAPE AND FOUND TO BE CORRECT.  THE DESCRIPTION IS
 OC2308'ADEQUATE WITH THE FOLLOWING EXCEPTION--REFERENCE MARK 2 IS
 OC2308'27.3 FT. SW OF THE SW CORNER OF THE HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2735 ***********************************************************************
 OC2735  DESIGNATION -  HELEN
 OC2735  PID         -  OC2735
 OC2735  STATE/COUNTY-  ME/YORK
 OC2735  USGS QUAD   -  WEST NEWFIELD (1983)
 OC2735
 OC2735                         *CURRENT SURVEY CONTROL
 OC2735  ___________________________________________________________________
 OC2735* NAD 83(1996)-  43 38 26.91983(N)    070 54 18.77823(W)     ADJUSTED  
 OC2735* NAVD 88     -       138.3    (meters)     454.     (feet)  VERTCON   
 OC2735  ___________________________________________________________________
 OC2735  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 OC2735  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 OC2735
 OC2735  HORZ ORDER  -  SECOND
 OC2735
 OC2735.The horizontal coordinates were established by classical geodetic methods
 OC2735.and adjusted by the National Geodetic Survey in March 1998..
 OC2735
 OC2735.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2735.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2735
 OC2735.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2735
 OC2735.The geoid height was determined by GEOID03.
 OC2735
 OC2735;                    North         East     Units Scale Factor Converg.
 OC2735;SPC ME W     -    89,970.716   840,409.468   MT  1.00001033   -0 30 35.0
 OC2735;UTM  19      - 4,833,743.352   346,331.105   MT  0.99989046   -1 18 54.4
 OC2735
 OC2735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2735!SPC ME W     -   0.99998254  x   1.00001033  =   0.99999287
 OC2735!UTM  19      -   0.99998254  x   0.99989046  =   0.99987300
 OC2735
 OC2735|---------------------------------------------------------------------|
 OC2735| PID    Reference Object                     Distance      Geod. Az  |
 OC2735|                                                           dddmmss.s |
 OC2735| CE8223 HELEN RM 1                           18.852 METERS 20123     |
 OC2735| OC2737 HELEN AZ MK A PT                    221.415 METERS 28433     |
 OC2735| OC2738 HELEN AZ MK                         238.959 METERS 28731     |
 OC2735| OC2736 HELEN RM 2                           26.715 METERS 29555     |
 OC2735| OC2742 WIGGIN                              APPROX. 6.6 KM 3312059.8 |
 OC2735|---------------------------------------------------------------------|
 OC2735
 OC2735                          SUPERSEDED SURVEY CONTROL
 OC2735
 OC2735  NAD 83(1992)-  43 38 26.91862(N)    070 54 18.78029(W) AD(       ) 2
 OC2735  NAD 83(1986)-  43 38 26.92646(N)    070 54 18.78642(W) AD(       ) 2
 OC2735  NAD 27      -  43 38 26.64685(N)    070 54 20.55957(W) AD(       ) 2
 OC2735  NGVD 29 (07/19/86)  138.5    (m)          454.     (f) VERT ANG       
 OC2735
 OC2735.Superseded values are not recommended for survey control.
 OC2735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2735.See file dsdata.txt to determine how the superseded data were derived.
 OC2735
 OC2735_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ4633133743(NAD 83)
 OC2735_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OC2735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC2735_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC2735
 OC2735  HISTORY     - Date     Condition        Report By
 OC2735  HISTORY     - 1976     MONUMENTED       NGS
 OC2735
 OC2735                          STATION DESCRIPTION
 OC2735
 OC2735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2735'THE STATION IS LOCATED 3.0 MILES NORTH-NORTHWEST OF
 OC2735'NORTH SHAPLEIGH, 2.7 MILES WEST-SOUTHWEST OF NEWFIELD, 0.9
 OC2735'MILE EAST OF WEST NEWFIELD AND 0.1 MILE EAST OF THE OUTLET
 OC2735'OF ROCK HAVEN LAKE.
 OC2735'
 OC2735'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 11 AND
 OC2735'110, ABOUT 1.0 EAST OF WEST NEWFIELD, PROCEED EAST ON ROUTE
 OC2735'11 FOR 0.1 MILE TO THE STATION MARK ON THE LEFT.
 OC2735'
 OC2735'THE STATION IS A STANDARD DISK STAMPED---HELEN 1976---SET IN
 OC2735'A 12-INCH CYLINDRICAL CONCRETE POST WHICH IS FLUSH WITH THE
 OC2735'GROUND SURFACE. IT IS 34.5 FEET NORTH-NORTHEAST OF THE
 OC2735'CENTERLINE OF STATE ROUTE 11, 41.0 FEET SOUTHEAST OF A
 OC2735'15-INCH PINE TREE, AND 5 FEET SOUTH-SOUTHEAST OF A
 OC2735'METAL WITNESS POST. THE UNDERGROUND STATION MARK IS A
 OC2735'STANDARD DISK STAMPED---HELEN 1976---SET IN THE TOP OF AN
 OC2735'IRREGULAR MASS OF CONCRETE ABOUT 52 INCHES BENEATH THE
 OC2735'GROUND SURFACE.
 OC2735'
 OC2735'REFERENCE MARK 1, STAMPED---HELEN NO 1 1976---, IS A STANDARD
 OC2735'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OC2735'CONCRETE POST SET FLUSH WITH THE GROUND SURFACE. IT IS 28
 OC2735'FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF STATE ROUTE 11,
 OC2735'8.5 FEET EAST-SOUTHEAST OF A 14-INCH MAPLE TREE,
 OC2735'AND 1.4 FEET NORTH OF A METAL WITNESS POST.
 OC2735'
 OC2735'REFERENCE MARK 2, STAMPED---HELEN NO 2 1976---, IS A STANDARD
 OC2735'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OC2735'CONCRETE POST FLUSH WITH THE GROUND SURFACE. IT IS 48.5 FEET
 OC2735'NORTHWEST OF A 15-INCH PINE TREE, 18 FEET EAST OF
 OC2735'POWER POLE 31, 35 FEET NORTHEAST OF THE CENTERLINE OF STATE
 OC2735'ROUTE 11, AND 2.5 FEET SOUTH-SOUTHWEST OF A METAL WITNESS
 OC2735'POST.
 OC2735'
 OC2735'THE AZIMUTH MARK, STAMPED---HELEN AZ 1976---, IS A STANDARD
 OC2735'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 OC2735'BEDROCK WHICH IS ABOUT 2 FEET HIGHER THAN THE ROAD. IT IS 44
 OC2735'FEET SOUTHEAST OF POWER POLE 26, 20 FEET NORTH-NORTHEAST OF
 OC2735'THE CENTERLINE OF STATE ROUTE 110 AND 2.5 FEET SOUTH-
 OC2735'SOUTHWEST OF A METAL WITNESS POST.
 OC2735'
 OC2735'TO REACH THE AZIMUTH MARK FROM THE STATION, GO 0.1 MILE WEST
 OC2735'ON STATE ROUTE 11 TO THE INTERSECTION WITH STATE ROUTE 110.
 OC2735'GO STRAIGHT AHEAD ON STATE ROUTE 110 FOR 200 FEET TO THE
 OC2735'AZIMUTH MARK ON THE RIGHT.
 OC2735'
 OC2735'THE HEIGHT OF THE LIGHT ABOVE THE STATION MARK WAS 1.3 METERS.
 OC2735'
 OC2735'DESCRIBED BY JOHN L. OSWALD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2738 ***********************************************************************
 OC2738  DESIGNATION -  HELEN AZ MK
 OC2738  PID         -  OC2738
 OC2738  STATE/COUNTY-  ME/YORK
 OC2738  USGS QUAD   -  WEST NEWFIELD (1983)
 OC2738
 OC2738                         *CURRENT SURVEY CONTROL
 OC2738  ___________________________________________________________________
 OC2738* NAD 83(1996)-  43 38 29.24954(N)    070 54 28.94560(W)     ADJUSTED  
 OC2738* NAVD 88     -       138.2    (meters)     453.     (feet)  VERTCON   
 OC2738  ___________________________________________________________________
 OC2738  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 OC2738  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 OC2738
 OC2738  HORZ ORDER  -  SECOND
 OC2738
 OC2738.The horizontal coordinates were established by classical geodetic methods
 OC2738.and adjusted by the National Geodetic Survey in March 1998..
 OC2738
 OC2738.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2738
 OC2738.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2738
 OC2738.The geoid height was determined by GEOID03.
 OC2738
 OC2738;                    North         East     Units Scale Factor Converg.
 OC2738;SPC ME W     -    90,044.646   840,182.231   MT  1.00001066   -0 30 42.0
 OC2738;UTM  19      - 4,833,820.459   346,104.956   MT  0.99989132   -1 19 01.5
 OC2738
 OC2738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2738!SPC ME W     -   0.99998256  x   1.00001066  =   0.99999321
 OC2738!UTM  19      -   0.99998256  x   0.99989132  =   0.99987388
 OC2738
 OC2738                          SUPERSEDED SURVEY CONTROL
 OC2738
 OC2738  NAD 83(1992)-  43 38 29.24834(N)    070 54 28.94766(W) AD(       ) 2
 OC2738  NAD 83(1986)-  43 38 29.25619(N)    070 54 28.95377(W) AD(       ) 2
 OC2738  NAD 27      -  43 38 28.97663(N)    070 54 30.72655(W) AD(       ) 2
 OC2738  NGVD 29 (07/19/86)  138.4    (m)          454.     (f) VERT ANG       
 OC2738
 OC2738.Superseded values are not recommended for survey control.
 OC2738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2738.See file dsdata.txt to determine how the superseded data were derived.
 OC2738
 OC2738_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ4610533820(NAD 83)
 OC2738_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OC2738_SETTING: 66 = SET IN ROCK OUTCROP
 OC2738
 OC2738  HISTORY     - Date     Condition        Report By
 OC2738  HISTORY     - 1976     MONUMENTED       NGS
 OC2738
 OC2738                          STATION DESCRIPTION
 OC2738
 OC2738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2738'THIS STATION WAS ESTABLISHED BY AN EDM MEASUREMENT FROM
 OC2738'TRAVERSE STATION HELEN 1976.  SEE DESCRIPTION THEREOF.
 OC2738'
 OC2738'DESCRIBED BY GREGORY S. NELSON.
 OC2738'
 OC2738'THE HEIGHT OF LIGHT ABOVE THE STATION WAS 1.0 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0697 ***********************************************************************
 RF0697  DESIGNATION -  HELLSTROM
 RF0697  PID         -  RF0697
 RF0697  STATE/COUNTY-  ME/AROOSTOOK
 RF0697  USGS QUAD   -  HANFORD (1986)
 RF0697
 RF0697                         *CURRENT SURVEY CONTROL
 RF0697  ___________________________________________________________________
 RF0697* NAD 83(1996)-  46 53 21.76497(N)    068 16 13.11131(W)     ADJUSTED  
 RF0697* NAVD 88     -       299.     (meters)     981.     (feet)  SCALED    
 RF0697  ___________________________________________________________________
 RF0697  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 RF0697  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 RF0697
 RF0697  HORZ ORDER  -  FIRST
 RF0697
 RF0697.The horizontal coordinates were established by classical geodetic methods
 RF0697.and adjusted by the National Geodetic Survey in March 1998..
 RF0697
 RF0697.The orthometric height was scaled from a topographic map.
 RF0697
 RF0697.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0697
 RF0697.The geoid height was determined by GEOID03.
 RF0697
 RF0697;                    North         East     Units Scale Factor Converg.
 RF0697;SPC ME E     -   358,153.073   317,503.671   MT  0.99990376   +0 10 03.7
 RF0697;UTM  19      - 5,193,129.762   555,589.498   MT  0.99963798   +0 31 57.8
 RF0697
 RF0697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0697!SPC ME E     -   0.99995687  x   0.99990376  =   0.99986063
 RF0697!UTM  19      -   0.99995687  x   0.99963798  =   0.99959486
 RF0697
 RF0697:                Primary Azimuth Mark                     Grid Az
 RF0697:SPC ME E     -  HELLSTROM AZ MK                          025 53 37.4
 RF0697:UTM  19      -  HELLSTROM AZ MK                          025 31 43.3
 RF0697
 RF0697|---------------------------------------------------------------------|
 RF0697| PID    Reference Object                     Distance      Geod. Az  |
 RF0697|                                                           dddmmss.s |
 RF0697| DA5430 HELLSTROM AZ MK                                    0260341.1 |
 RF0697| DA5431 HELLSTROM RM 1                       29.797 METERS 08107     |
 RF0697| DA5432 HELLSTROM RM 2                       30.599 METERS 26704     |
 RF0697| RF0732 HEDGEHOG LOT                        APPROX.20.7 KM 2831906.8 |
 RF0697|---------------------------------------------------------------------|
 RF0697
 RF0697                          SUPERSEDED SURVEY CONTROL
 RF0697
 RF0697  NAD 83(1992)-  46 53 21.76037(N)    068 16 13.10632(W) AD(       ) 1
 RF0697  NAD 83(1986)-  46 53 21.76192(N)    068 16 13.10653(W) AD(       ) 1
 RF0697  NAD 27      -  46 53 21.62000(N)    068 16 14.97600(W) AD(       ) 1
 RF0697
 RF0697.Superseded values are not recommended for survey control.
 RF0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0697.See file dsdata.txt to determine how the superseded data were derived.
 RF0697
 RF0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM5558993130(NAD 83)
 RF0697_MARKER: Z = SEE DESCRIPTION
 RF0697_SETTING: 0 = UNSPECIFIED SETTING
 RF0697
 RF0697  HISTORY     - Date     Condition        Report By
 RF0697  HISTORY     - 1941     MONUMENTED       CGS
 RF0697  HISTORY     - 1942     SEE DESCRIPTION  CGS
 RF0697  HISTORY     - 1957     SEE DESCRIPTION  CGS
 RF0697  HISTORY     - 1980     GOOD             MEDT
 RF0697
 RF0697                          STATION DESCRIPTION
 RF0697
 RF0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 RF0697'STATION IS LOCATED ON THE BARE SUMMIT OF A ROUNDED CULTIVATED HILL,
 RF0697'ON THE PROPERTY OF FRED HELLSTROM.  IT IS BY AIR LINE ABOUT 9
 RF0697'MILES NW OF WASHBURN, 13 MILES W OF CARIBOU, AND ABOUT 1.75 MILES
 RF0697'NW OF SPAULDING.  STATION IS AT THE N EDGE OF A FIELD, 1.0 FOOT S
 RF0697'OF A POLE AND STONE FENCE WHICH IS THE S FENCE OF A FARM LANE
 RF0697'RUNNING E AND W ACROSS THE TOP OF THE HILL.  STATION IS MARKED
 RF0697'BY A GEOLOGICAL SURVEY TRIANGULATION AND BENCH MARK BRONZE DISK
 RF0697'SET IN A 6-INCH SQUARE CONCRETE MONUMENT PROTRUDING ABOUT 6
 RF0697'INCHES ABOVE GROUND.
 RF0697'
 RF0697'NO UNDERGROUND MARK WAS SET.
 RF0697'
 RF0697'REFERENCE MARK NO. 1 IS IN THE FARM LANE, N OF THE POLE AND
 RF0697'STONE FENCE, E OF THE STATION.
 RF0697'
 RF0697'REFERENCE MARK NO. 2 IS W OF THE STATION, ABOUT 1.5 FEET S OF
 RF0697'THE POLE AND STONE FENCE.
 RF0697'
 RF0697'AZIMUTH MARK IS A BRONZE DISK SET IN A DRILL HOLE IN A BOULDER.
 RF0697'
 RF0697'THE AZIMUTH MARK IS ABOUT 0.3 MILE NE OF THE STATION, 0.3 MILE
 RF0697'N OF HELLSTROMS HOUSE, ABOUT 115 FEET NW OF THE NW CORNER OF THE
 RF0697'FIRST HOUSE ON THE E SIDE OF THE ROAD N OF HELLSTROMS HOUSE, AND
 RF0697'ABOUT 15 FEET E OF THE CENTER OF THE ROAD.  THE BOULDER PROTRUDES
 RF0697'ABOUT 18 INCHES ABOVE THE GROUND AND WAS THE ONLY ONE SEEN IN THE
 RF0697'IMMEDIATE VICINITY.
 RF0697'
 RF0697'THE REFERENCE AND AZIMUTH DISKS ARE STAMPED HELLSTROM (U.S.G.S.)
 RF0697'1941.  THE STATION DISK IS UNSTAMPED.
 RF0697'
 RF0697'STATION IS REACHED FROM SPAULDING STATION AND POST OFFICE, ON
 RF0697'THE BANGOR AND AROOSTOOK RAILROAD, BY GOING W ON STATE HIGHWAY 1.2
 RF0697'MILES TO THE HOLT SCHOOL AND A T-ROAD N, TURN RIGHT (N) AND GO 0.8
 RF0697'MILE TO MR. HELLSTROMS HOUSE ON THE W SIDE OF THE ROAD AT THE TOP
 RF0697'OF HILL.  STATION IS THEN ABOUT 0.15 MILE SW.
 RF0697
 RF0697                          STATION RECOVERY (1942)
 RF0697
 RF0697'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 RF0697'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RF0697'CONDITION.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 RF0697'
 RF0697'STATION IS LOCATED ABOUT 1.75 MILES NW OF THE VILLAGE OF
 RF0697'SPAULDING, ON THE SUMMIT OF A BARE HILL ON LAND OWNED AND
 RF0697'OCCUPIED BY FRED HELLSTROM.  THE MARK IS A U.S.G.S. TRIANGULATION
 RF0697'AND BENCH MARK SET IN A 6-BY 6-INCH CONCRETE BLOCK, PROJECTING
 RF0697'ABOUT 6 INCHES.  IT IS AT THE N EDGE OF A CULTIVATED FIELD AND 1
 RF0697'FOOT S OF A STONE FENCE.
 RF0697'
 RF0697'REFERENCE MARK NO. 1 (NOTE 11A) IS E OF THE STATION, STAMPED
 RF0697'HELLSTROM NO. 1 (U.S.G.S.) 1941.
 RF0697'
 RF0697'REFERENCE MARK NO. 2 (NOTE 11A) IS W OF THE STATION, STAMPED
 RF0697'HELLSTROM NO. 2 (U.S.G.S.) 1941.
 RF0697'
 RF0697'THE AZIMUTH MARK (NOTE 12C) IS NE OF THE STATION, 0.3 MILE N
 RF0697'OF THE HELLSTROM HOUSE, 115 FEET NW OF THE NW CORNER OF A HOUSE
 RF0697'AND 15 FEET E OF THE CENTER LINE OF THE GRAVEL ROAD.  IT IS SET IN
 RF0697'A DRILL HOLE IN A SMALL BOULDER WHICH PROJECTS ABOUT 18 INCHES
 RF0697'AND STAMPED HELLSTROM (U.S.G.S.) 1941.
 RF0697'
 RF0697'TO REACH THE STATION FROM THE POST OFFICE IN SPAULDING, GO W ON
 RF0697'GRAVEL ROAD FOR 1.2 MILES TO THE HOLT SCHOOL AND A T-ROAD RIGHT,
 RF0697'TURN RIGHT AND GO 0.8 MILE TO THE HELLSTROM HOUSE ON THE LEFT,
 RF0697'TURN LEFT INTO FARM LANE AND GO NW THROUGH FIELD FOR ABOUT 0.5
 RF0697'MILE TO THE HIGHEST POINT OF FIELD AND STATION.
 RF0697'
 RF0697'A 77-FOOT SIGNAL.
 RF0697
 RF0697                          STATION RECOVERY (1957)
 RF0697
 RF0697'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 RF0697'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND
 RF0697'IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE FOR
 RF0697'RECOVERY.  NO OBSERVATIONS OR MEASUREMENTS WERE MADE AT THIS TIME.
 RF0697
 RF0697                          STATION RECOVERY (1980)
 RF0697
 RF0697'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1980 (HKS)
 RF0697'U.S.G.S. RECOVERED GOOD.
 RF0697'
 RF0697'R.M.S RECOVERED GOOD - 1 COVERED WITH SOIL.
 RF0697'
 RF0697'AZIMUTH MARK LOST DUE TO HIGHWAY CONSTRUCTION.
 RF0697'
 RF0697'DISTANCE AND DIRECTION FROM NEAREST TOWN--WASHBURN - 9 MILES
 RF0697'NORTHWEST OF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0422 ***********************************************************************
 QG0422  DESIGNATION -  HEMLOCK
 QG0422  PID         -  QG0422
 QG0422  STATE/COUNTY-  ME/PENOBSCOT
 QG0422  USGS QUAD   -  GREENBUSH (1988)
 QG0422
 QG0422                         *CURRENT SURVEY CONTROL
 QG0422  ___________________________________________________________________
 QG0422* NAD 83(1996)-  45 05 07.64671(N)    068 42 09.41728(W)     ADJUSTED  
 QG0422* NAVD 88     -        79.893  (meters)     262.12   (feet)  ADJUSTED  
 QG0422  ___________________________________________________________________
 QG0422  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 QG0422  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 QG0422  DYNAMIC HT  -          79.893 (meters)     262.12  (feet)  COMP
 QG0422  MODELED GRAV-     980,611.3   (mgal)                       NAVD 88
 QG0422
 QG0422  HORZ ORDER  -  SECOND
 QG0422  VERT ORDER  -  SECOND    CLASS 0
 QG0422
 QG0422.The horizontal coordinates were established by classical geodetic methods
 QG0422.and adjusted by the National Geodetic Survey in March 1998..
 QG0422
 QG0422.The orthometric height was determined by differential leveling
 QG0422.and adjusted by the National Geodetic Survey in June 1991..
 QG0422
 QG0422.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG0422
 QG0422.The geoid height was determined by GEOID03.
 QG0422
 QG0422.The dynamic height is computed by dividing the NAVD 88
 QG0422.geopotential number by the normal gravity value computed on the
 QG0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0422.degrees latitude (g = 980.6199 gals.).
 QG0422
 QG0422.The modeled gravity was interpolated from observed gravity values.
 QG0422
 QG0422;                    North         East     Units Scale Factor Converg.
 QG0422;SPC ME E     -   157,659.650   284,049.738   MT  0.99990313   -0 08 36.5
 QG0422;UTM  19      - 4,992,486.719   523,403.547   MT  0.99960673   +0 12 38.1
 QG0422
 QG0422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG0422!SPC ME E     -   0.99999132  x   0.99990313  =   0.99989445
 QG0422!UTM  19      -   0.99999132  x   0.99960673  =   0.99959805
 QG0422
 QG0422:                Primary Azimuth Mark                     Grid Az
 QG0422:SPC ME E     -  THOROFARE                                171 33 03.8
 QG0422:UTM  19      -  THOROFARE                                171 11 49.2
 QG0422
 QG0422|---------------------------------------------------------------------|
 QG0422| PID    Reference Object                     Distance      Geod. Az  |
 QG0422|                                                           dddmmss.s |
 QG0422| QG0416 THOROFARE                           APPROX. 3.9 KM 1712427.3 |
 QG0422| CE8886 HEMLOCK RM 4                         24.485 METERS 21657     |
 QG0422| QG0423 HEMLOCK RM 1                         24.510 METERS 21659     |
 QG0422| CE8885 HEMLOCK RM 3                         57.403 METERS 27823     |
 QG0422| QG0424 HEMLOCK RM 2                         24.245 METERS 31515     |
 QG0422| CE8887 HEMLOCK RM 5                         13.238 METERS 33436     |
 QG0422|---------------------------------------------------------------------|
 QG0422
 QG0422                          SUPERSEDED SURVEY CONTROL
 QG0422
 QG0422  NAD 83(1992)-  45 05 07.64583(N)    068 42 09.41536(W) AD(       ) 2
 QG0422  NAD 83(1986)-  45 05 07.65024(N)    068 42 09.41865(W) AD(       ) 2
 QG0422  NAD 27      -  45 05 07.42560(N)    068 42 11.29380(W) AD(       ) 2
 QG0422  NGVD 29 (??/??/92)   80.099  (m)          262.79   (f) ADJ UNCH    2 0
 QG0422
 QG0422.Superseded values are not recommended for survey control.
 QG0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0422.See file dsdata.txt to determine how the superseded data were derived.
 QG0422
 QG0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK2340492487(NAD 83)
 QG0422_MARKER: DS = TRIANGULATION STATION DISK
 QG0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0422_STAMPING: HEMLOCK 1958
 QG0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0422+STABILITY: SURFACE MOTION
 QG0422
 QG0422  HISTORY     - Date     Condition        Report By
 QG0422  HISTORY     - 1958     MONUMENTED       CGS
 QG0422  HISTORY     - 1958     GOOD             CGS
 QG0422  HISTORY     - 1976     GOOD             NGS
 QG0422  HISTORY     - 1981     GOOD             MEDT
 QG0422
 QG0422                          STATION DESCRIPTION
 QG0422
 QG0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 QG0422'STATION IS LOCATED ABOUT 11 MILES NORTH-NORTHWEST OF OLD TOWN,
 QG0422'ABOUT 2 MILES WEST OF HEMLOCK ISLAND IN THE PENOBSCOT RIVER AND
 QG0422'ON THE PROPERTY OF C.P. WEBBER AND SON, LAND CO.  STATION IS
 QG0422'17 FEET NORTH OF WITNESS POST, 24 FEET SOUTH OF 24 INCH
 QG0422'TRIANGLE BLAZED MAPLE TREE, 34 FEET SOUTHEAST OF T TRACK ROAD
 QG0422'INTERSECTION AND 33 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF
 QG0422'EAST-WEST TRACK ROAD.  MARK IS SET FLUSH AND THE DISK IS
 QG0422'STAMPED HEMLOCK 1958.
 QG0422'
 QG0422'REFERENCE MARK NO. 1 IS 10 FEET WEST OF THE CENTERLINE OF A
 QG0422'NORTH-SOUTH TRACK ROAD AND 16 FEET EAST OF A LARGE NUMBER OF
 QG0422'SMALL EVERGREEN TREES.  MARK IS SET FLUSH AND THE DISK IS
 QG0422'STAMPED HEMLOCK NO. 1 1958.
 QG0422'
 QG0422'REFERENCE MARK NO. 2 IS 5-1/2 FEET EAST-SOUTHEAST OF 6 INCH
 QG0422'FIR TREE AND 24 FEET NORTH OF EAST-WEST TRACK ROAD.  MARK PROJECTS
 QG0422'ABOUT 1 INCH AND THE DISK IS STAMPED HEMLOCK NO. 1 1958.
 QG0422'
 QG0422'REFERENCE MARK NO. 3 IS 4 FEET EAST-SOUTHEAST OF 4 INCH
 QG0422'TREE WITH WITNESS SIGN, 7 FEET NORTH OF APPROXIMATE CENTERLINE
 QG0422'OF TRACK ROAD AND 17 FEET NORTH-NORTHEAST OF 12 INCH FIR
 QG0422'TREE.  MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED
 QG0422'HEMLOCK NO. 3 1958.  R.M. NO. 3 WAS SET TO BE USED AS AZIMUTH
 QG0422'MARK.
 QG0422'
 QG0422'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 116 AND 155 AT THE
 QG0422'WEST END OF THE BRIDGE OVER THE PENOBSCOT RIVER IN HOWLAND, GO
 QG0422'SOUTH ON STATE HIGHWAY 116 FOR 9.1 MILES TO A SIGN ON RIGHT,
 QG0422'EDINBURG TREE FARM PENOBSCOT DEVELOPMENT CO.  CONTINUE SOUTH ON
 QG0422'STATE HIGHWAY 116 FOR 3.1 MILES TO A CONCRETE BRIDGE AND A WOODS
 QG0422'ROAD RIGHT JUST AFTER CROSSING BRIDGE.  TURN RIGHT AND GO 50
 QG0422'YARDS TO FORK, KEEP LEFT AND GO WESTERLY FOLLOWING MAIN
 QG0422'TRAVELED WOODS ROAD FOR 1.0 MILE TO FORK, KEEP LEFT AND GO 0.3
 QG0422'MILE TO CABIN ON LEFT, CONTINUE ON WOODS ROAD AND GO 0.4 MILE
 QG0422'TO SMALL CLEARING ON LEFT AT SIDE ROAD LEFT AND STATION AS
 QG0422'DESCRIBED.
 QG0422'
 QG0422'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 QG0422
 QG0422                          STATION RECOVERY (1958)
 QG0422
 QG0422'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 QG0422'16.1 MI N FROM OLD TOWN.
 QG0422'2.95 MILES NORTHWEST ALONG STATE HIGHWAY 43 FROM ITS JUNCTION
 QG0422'WITH U.S. HIGHWAY 2 AT OLD TOWN, THENCE 2.25 MILES NORTH ALONG
 QG0422'STATE HIGHWAY 16, THENCE 9.35 MILES NORTH ALONG STATE HIGHWAY
 QG0422'116, THENCE 1.55 MILES WEST ALONG A WOODS ROAD TO A SMALL
 QG0422'CLEARING AND THE JUNCTION OF WOODS ROAD SOUTHWEST, ABOUT 0.2
 QG0422'MILES WEST OF A CABIN ON EACH SIDE OF THE WOODS ROAD, 28 FEET
 QG0422'SOUTHWEST OF THE CENTER LINE OF WOODS ROAD, 19 FEET SOUTHEAST
 QG0422'OF THE CENTER LINE OF WOODS ROAD SOUTHWEST, 34 FEET SOUTH OF
 QG0422'THE CENTER LINE OF THE JUNCTION OF WOODS ROADS, 31 FEET SOUTHEAST
 QG0422'OF A 12-INCH TRIANGULAR BLAZED ASH TREE, 17 FEET NORTHEAST
 QG0422'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE WOODS ROAD, SET
 QG0422'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 QG0422
 QG0422                          STATION RECOVERY (1976)
 QG0422
 QG0422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 QG0422'THE STATION MARK AND REFERENCE MARK 3 (AZI) WERE RECOVERED IN
 QG0422'GOOD CONDITION.  REFERENCE MARKS 1 AND 2 HAD BEEN DESTROYED,
 QG0422'REFERENCE MARKS 4 AND 5 WERE ESTABLISHED AT THIS TIME.
 QG0422'
 QG0422'STATION IS LOCATED ABOUT 11 MILES NORTH-NORTHWEST OF OLD TOWN,
 QG0422'ABOUT 2 MILES WEST OF HEMLOCK ISLAND IN THE PENOBSCOT RIVER,
 QG0422'ABOUT 1/2 MILE WEST OF INTERSTATE 95 IN WOODED AREA.
 QG0422'
 QG0422'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 95 AND
 QG0422'KELLY ROAD, ABOUT 2 MILES SOUTHWEST OF ORONO, GO NORTH ON
 QG0422'INTERSTATE 95 FOR 8.9 MILES TO ARGYLE TOWN LINE, CONTINUE NORTH
 QG0422'FOR 6.6 MILES TO EDENBURG TOWN LINE, CONTINUE NORTH ON
 QG0422'INTERSTATE 95 FOR 0.2 MILES, TURN LEFT CROSS OVER TO THE SOUTH
 QG0422'BOUND LANE, GO SOUTH ON INTERSTATE 95 FOR 0.9 MILE TO HEMLOCK
 QG0422'STREAM, CONTINUE SOUTH FOR 1.6 MILES TO SMALL CLEARING ON
 QG0422'RIGHT, TURN OFF INTERSTATE 95, CROSS FENCE AND WALK ABOUT 1/2
 QG0422'MILE ON A DIM TRACK ROAD TO A DIM T ROAD AND THE STATION.
 QG0422'
 QG0422'STATION IS A STANDARD DISK SET IN TOP OF A 12 INCH SQUARE
 QG0422'CONCRETE MONUMENT FLUSH WITH THE GROUND AND IS STAMPED HEMLOCK
 QG0422'1958.  IT IS 35 FEET SOUTHEAST OF CENTER OF A DIM T ROAD AND 15
 QG0422'FEET NORTHEAST OF A WITNESS POST.
 QG0422'
 QG0422'REFERENCE MARK 3 IS A STANDARD DISK SET TOP OF A 12 INCH SQUARE
 QG0422'CONCRETE MONUMENT PROJECTING ABOUT 3 INCHES ABOVE GROUND AND IS
 QG0422'STAMPED HEMLOCK NO 3 1958.  IT IS 17 FEET NORTH-NORTHEAST OF 12
 QG0422'INCH TREE AND 8 FEET NORTH OF CENTER OF DIM TRACK ROAD.
 QG0422'
 QG0422'REFERENCE MARK 4 IS A STANDARD DISK SET IN TOP OF A 12 INCH
 QG0422'SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND AND IS STAMPED
 QG0422'HEMLOCK 1958 NO 4 1976.  IT IS 63.6 FEET SOUTHWEST OF WITNESS
 QG0422'POST AND 10 FEET WEST OF A DIM TRACK ROAD.
 QG0422'
 QG0422'REFERENCE MARK 5 IS A STANDARD DISK SET IN DRILL HOLE IN
 QG0422'OUTCROPPING ROCK FLUSH WITH THE GROUND AND IS STAMPED HEMLOCK
 QG0422'1958 NO 5 1976.  IT IS 60.2 FEET NORTH OF WITNESS POST AND IS
 QG0422'IN A CLEARED AREA.
 QG0422'
 QG0422'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QG0422'11 MILES NORTH-NORTHWEST OF OLD TOWN.
 QG0422
 QG0422                          STATION RECOVERY (1981)
 QG0422
 QG0422'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1981 (BJR)
 QG0422'HEMLOCK-1958 RECOVERED GOOD.
 QG0422'
 QG0422'HEMLOCK NO. 4 - 1958-1976 RECOVERED GOOD.
 QG0422'
 QG0422'AZ-HEMLOCK NO. 3 - 1958 RECOVERED GOOD.
 QG0422'
 QG0422'HEMLOCK NO. 5 - 1958-1976 RECOVERED GOOD.
 QG0422'
 QG0422'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 11 MI.
 QG0422'NORTH-NORTHWEST OF OLD TOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0423 ***********************************************************************
 QG0423  DESIGNATION -  HEMLOCK RM 1
 QG0423  PID         -  QG0423
 QG0423  STATE/COUNTY-  ME/PENOBSCOT
 QG0423  USGS QUAD   -  GREENBUSH (1988)
 QG0423
 QG0423                         *CURRENT SURVEY CONTROL
 QG0423  ___________________________________________________________________
 QG0423* NAD 83(1986)-  45 05 07.     (N)    068 42 09.     (W)     SCALED    
 QG0423* NAVD 88     -        79.408  (meters)     260.52   (feet)  ADJUSTED  
 QG0423  ___________________________________________________________________
 QG0423  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 QG0423  DYNAMIC HT  -          79.408 (meters)     260.52  (feet)  COMP
 QG0423  MODELED GRAV-     980,611.3   (mgal)                       NAVD 88
 QG0423
 QG0423  VERT ORDER  -  SECOND    CLASS 0
 QG0423
 QG0423.The horizontal coordinates were scaled from a topographic map and have
 QG0423.an estimated accuracy of +/- 6 seconds.
 QG0423
 QG0423.The orthometric height was determined by differential leveling
 QG0423.and adjusted by the National Geodetic Survey in June 1991..
 QG0423
 QG0423.The geoid height was determined by GEOID03.
 QG0423
 QG0423.The dynamic height is computed by dividing the NAVD 88
 QG0423.geopotential number by the normal gravity value computed on the
 QG0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0423.degrees latitude (g = 980.6199 gals.).
 QG0423
 QG0423.The modeled gravity was interpolated from observed gravity values.
 QG0423
 QG0423;                    North         East    Units  Estimated Accuracy
 QG0423;SPC ME E     -   157,640.      284,060.      MT  (+/- 180 meters Scaled)
 QG0423
 QG0423                          SUPERSEDED SURVEY CONTROL
 QG0423
 QG0423  NGVD 29 (??/??/92)   79.614  (m)          261.20   (f) ADJ UNCH    2 0
 QG0423
 QG0423.Superseded values are not recommended for survey control.
 QG0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0423.See file dsdata.txt to determine how the superseded data were derived.
 QG0423
 QG0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK234924(NAD 83)
 QG0423_MARKER: DR = REFERENCE MARK DISK
 QG0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0423_STAMPING: HEMLOCK NO 1 1958
 QG0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0423+STABILITY: SURFACE MOTION
 QG0423
 QG0423  HISTORY     - Date     Condition        Report By
 QG0423  HISTORY     - 1958     MONUMENTED       CGS
 QG0423
 QG0423                          STATION DESCRIPTION
 QG0423
 QG0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 QG0423'16.1 MI N FROM OLD TOWN.
 QG0423'2.95 MILES NORTHWEST ALONG STATE HIGHWAY 43 FROM ITS JUNCTION
 QG0423'WITH U.S. HIGHWAY 2 AT OLD TOWN, THENCE 2.25 MILES NORTH ALONG
 QG0423'STATE HIGHWAY 16, THENCE 9.35 MILES NORTH ALONG STATE HIGHWAY
 QG0423'116, THENCE 1.55 MILES WEST ALONG WOODS ROAD TO A SMALL CLEARING
 QG0423'AND A JUNCTION OF WOODS ROAD SOUTHWEST, ABOUT 0.2 MILES WEST
 QG0423'OF A CABIN ON EACH SIDE OF THE WOODS ROAD, 100 FEET SOUTHWEST
 QG0423'OF THE CENTER LINE OF WOODS ROAD, 9 1/2 FEET NORTHWEST OF
 QG0423'THE CENTER LINE OF WOODS ROAD SOUTHWEST, 104 FEET WEST-SOUTHWEST
 QG0423'OF THE CENTERLINE OF THE JUNCTION OF WOODS ROAD SOUTHWEST,
 QG0423'80.4 FEET WEST OF TRIANGULATION STATION HEMLOCK, 64 FEET WEST
 QG0423'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, SET IN
 QG0423'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0424 ***********************************************************************
 QG0424  DESIGNATION -  HEMLOCK RM 2
 QG0424  PID         -  QG0424
 QG0424  STATE/COUNTY-  ME/PENOBSCOT
 QG0424  USGS QUAD   -  GREENBUSH (1988)
 QG0424
 QG0424                         *CURRENT SURVEY CONTROL
 QG0424  ___________________________________________________________________
 QG0424* NAD 83(1986)-  45 05 07.     (N)    068 42 09.     (W)     SCALED    
 QG0424* NAVD 88     -        79.779  (meters)     261.74   (feet)  ADJUSTED  
 QG0424  ___________________________________________________________________
 QG0424  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 QG0424  DYNAMIC HT  -          79.779 (meters)     261.74  (feet)  COMP
 QG0424  MODELED GRAV-     980,611.3   (mgal)                       NAVD 88
 QG0424
 QG0424  VERT ORDER  -  SECOND    CLASS 0
 QG0424
 QG0424.The horizontal coordinates were scaled from a topographic map and have
 QG0424.an estimated accuracy of +/- 6 seconds.
 QG0424
 QG0424.The orthometric height was determined by differential leveling
 QG0424.and adjusted by the National Geodetic Survey in June 1991..
 QG0424
 QG0424.The geoid height was determined by GEOID03.
 QG0424
 QG0424.The dynamic height is computed by dividing the NAVD 88
 QG0424.geopotential number by the normal gravity value computed on the
 QG0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0424.degrees latitude (g = 980.6199 gals.).
 QG0424
 QG0424.The modeled gravity was interpolated from observed gravity values.
 QG0424
 QG0424;                    North         East    Units  Estimated Accuracy
 QG0424;SPC ME E     -   157,640.      284,060.      MT  (+/- 180 meters Scaled)
 QG0424
 QG0424                          SUPERSEDED SURVEY CONTROL
 QG0424
 QG0424  NGVD 29 (??/??/92)   79.985  (m)          262.42   (f) ADJ UNCH    2 0
 QG0424
 QG0424.Superseded values are not recommended for survey control.
 QG0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0424.See file dsdata.txt to determine how the superseded data were derived.
 QG0424
 QG0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK234924(NAD 83)
 QG0424_MARKER: DR = REFERENCE MARK DISK
 QG0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0424_STAMPING: HEMLOCK NO 2 1958
 QG0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0424+STABILITY: SURFACE MOTION
 QG0424
 QG0424  HISTORY     - Date     Condition        Report By
 QG0424  HISTORY     - 1958     MONUMENTED       CGS
 QG0424
 QG0424                          STATION DESCRIPTION
 QG0424
 QG0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 QG0424'16.1 MI N FROM OLD TOWN.
 QG0424'2.95 MILES NORTHWEST ALONG STATE HIGHWAY 43 FROM ITS JUNCTION
 QG0424'WITH U.S. HIGHWAY 2 AT OLD TOWN, THENCE 2.25 MILES NORTH ALONG
 QG0424'STATE HIGHWAY 16, THENCE 9.35 MILES NORTH ALONG STATE HIGHWAY
 QG0424'116, THENCE 1.55 MILES WEST ALONG A WOODS ROAD TO A SMALL
 QG0424'CLEARING AND THE JUNCTIONS OF WOODS ROAD SOUTHWEST, ABOUT
 QG0424'0.2 MILE WEST OF A CABIN ON EACH SIDE OF THE WOODS ROAD,
 QG0424'23 FEET NORTHEAST OF THE CENTER LINE OF THE WOODS ROAD,
 QG0424'46 FEET NORTHWEST OF THE EXTENDED CENTER LINE OF THE WOODS
 QG0424'ROAD SOUTHWEST, 53 FEET WEST-SOUTHWEST OF THE CENTER LINE OF
 QG0424'JUNCTION OF WOODS ROAD SOUTHWEST, 79.6 FEET NORTH OF TRIANGULATION
 QG0424'STATION HEMLOCK, ABOUT LEVEL WITH THE WOODS ROAD, SET IN THE
 QG0424'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0713 ***********************************************************************
 RE0713  DESIGNATION -  HEMORE
 RE0713  PID         -  RE0713
 RE0713  STATE/COUNTY-  ME/AROOSTOOK
 RE0713  USGS QUAD   -  TWIN BROOK (1984)
 RE0713
 RE0713                         *CURRENT SURVEY CONTROL
 RE0713  ___________________________________________________________________
 RE0713* NAD 83(1996)-  46 08 46.14799(N)    067 58 24.33729(W)     ADJUSTED  
 RE0713* NAVD 88     -       188.6    (meters)     619.     (feet)  VERTCON   
 RE0713  ___________________________________________________________________
 RE0713  LAPLACE CORR-           2.22  (seconds)                    DEFLEC99
 RE0713  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 RE0713
 RE0713  HORZ ORDER  -  SECOND
 RE0713
 RE0713.The horizontal coordinates were established by classical geodetic methods
 RE0713.and adjusted by the National Geodetic Survey in March 1998..
 RE0713
 RE0713.The NAVD 88 height was computed by applying the VERTCON shift value to
 RE0713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RE0713
 RE0713.The Laplace correction was computed from DEFLEC99 derived deflections.
 RE0713
 RE0713.The geoid height was determined by GEOID03.
 RE0713
 RE0713;                    North         East     Units Scale Factor Converg.
 RE0713;SPC ME E     -   275,652.348   340,678.460   MT  0.99992034   +0 22 47.0
 RE0713;UTM  19      - 5,110,798.398   579,280.208   MT  0.99967726   +0 44 25.1
 RE0713
 RE0713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RE0713!SPC ME E     -   0.99997414  x   0.99992034  =   0.99989449
 RE0713!UTM  19      -   0.99997414  x   0.99967726  =   0.99965141
 RE0713
 RE0713:                Primary Azimuth Mark                     Grid Az
 RE0713:SPC ME E     -  HEMORE AZ MK                             063 45 17.9
 RE0713:UTM  19      -  HEMORE AZ MK                             063 23 39.8
 RE0713
 RE0713|---------------------------------------------------------------------|
 RE0713| PID    Reference Object                     Distance      Geod. Az  |
 RE0713|                                                           dddmmss.s |
 RE0713| DA5433 HEMORE AZ MK                                       0640804.9 |
 RE0713| DA5434 HEMORE RM 1                          38.828 METERS 08717     |
 RE0713| RF0702 LONGFELLOW                          APPROX. 3.7 KM 2641609.9 |
 RE0713| RF0705 SMYRNA MILLS ST HWY RAD MAST        APPROX. 9.5 KM 2811527.3 |
 RE0713| DA5435 HEMORE RM 2                          26.722 METERS 33505     |
 RE0713|---------------------------------------------------------------------|
 RE0713
 RE0713                          SUPERSEDED SURVEY CONTROL
 RE0713
 RE0713  NAD 83(1992)-  46 08 46.14436(N)    067 58 24.33725(W) AD(       ) 2
 RE0713  NAD 83(1986)-  46 08 46.14742(N)    067 58 24.35887(W) AD(       ) 2
 RE0713  NAD 27      -  46 08 45.95270(N)    067 58 26.29310(W) AD(       ) 2
 RE0713  NGVD 29 (07/19/86)  188.8    (m)          619.     (f) VERT ANG       
 RE0713
 RE0713.Superseded values are not recommended for survey control.
 RE0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0713.See file dsdata.txt to determine how the superseded data were derived.
 RE0713
 RE0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM7928010798(NAD 83)
 RE0713_MARKER: DS = TRIANGULATION STATION DISK
 RE0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RE0713_STAMPING: HEMORE 1959
 RE0713_MARK LOGO: CGS   
 RE0713_MAGNETIC: N = NO MAGNETIC MATERIAL
 RE0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RE0713+STABILITY: SURFACE MOTION
 RE0713
 RE0713  HISTORY     - Date     Condition        Report By
 RE0713  HISTORY     - 1959     MONUMENTED       CGS
 RE0713  HISTORY     - 1972     SEE DESCRIPTION  MEDT
 RE0713  HISTORY     - 1981     GOOD             MEDT
 RE0713  HISTORY     - 19830510 GOOD             NGS
 RE0713
 RE0713                          STATION DESCRIPTION
 RE0713
 RE0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (HRL)
 RE0713'STATION IS LOCATED IN A PASTURE ABOUT 6-1/2 MILES WEST-NORTHWEST
 RE0713'OF HOULTON, ABOUT 1-3/4 MILES NORTH-NORTHWEST OF GLANCY LAKE
 RE0713'AND ABOUT 10 MILES EAST OF SMYRNA MILLS.  STATION, A STANDARD
 RE0713'DISK SET IN A 12X12 INCH CONCRETE MONUMENT AND STAMPED HEMORE 1959
 RE0713'IS 31-1/2 FEET SOUTH OF APPROXIMATE CENTERLINE OF FIELD ROAD, 21
 RE0713'FEET SOUTH OF FENCELINE AND 4.1 FEET WEST OF WITNESS POST.  THE
 RE0713'MARK IS FLUSH WITH THE GROUND.
 RE0713'
 RE0713'TO REACH FROM THE TRAFFIC CIRCLE IN HOULTON, GO NORTH ON U.S.
 RE0713'HIGHWAYS NO. 1 AND 2 FOR 0.2 MILE TO JUNCTION ON U.S. HIGHWAYS
 RE0713'NO. 1 AND 2.  TURN LEFT AND GO WEST ON U.S. HIGHWAY NO. 2 FOR
 RE0713'5.6 MILES TO CROSSROADS AT NEW LIMERICK HONOR ROLL MEMORIAL.  TURN
 RE0713'RIGHT AND GO NORTH ON SURFACED ROAD FOR 1.6 MILES TO
 RE0713'CROSSROADS.  TURN LEFT AND GO WEST ON SURFACED ROAD FOR 0.6
 RE0713'MILE TO AZIMUTH MARK ON LEFT (SOUTH) SIDE OF ROAD.  CONTINUE
 RE0713'WEST ON SURFACED ROAD FOR 0.1 MILE TO FARM DRIVEWAY ON LEFT.
 RE0713'TURN LEFT ON DRIVEWAY PASSING BETWEEN HOUSE AND BARN AND GO
 RE0713'0.1 MILE TO STATION ON LEFT AS DESCRIBED.
 RE0713'
 RE0713'REFERENCE MARK NO. 1, A STANDARD DISK SET IN A DRILLHOLE IN
 RE0713'OUTCROPPING ROCK AND STAMPED HEMORE NO 1 1959 IS 79 FEET SOUTH
 RE0713'OF FENCELINE AND 85 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF
 RE0713'FIELD ROAD.  THE MARK PROJECTS 12 INCHES.
 RE0713'
 RE0713'REFERENCE MARK NO. 2, A STANDARD DISK SET IN A DRILLHOLE IN
 RE0713'OUTCROPPING ROCK AND STAMPED HEMORE NO 2 1959 IS 66-1/2 FEET
 RE0713'NORTH OF FENCELINE AND 55-1/2 FEET NORTH OF APPROXIMATE CENTERLINE
 RE0713'OF FIELD ROAD.  THE MARK PROJECTS 2 INCHES.
 RE0713'
 RE0713'AZIMUTH MARK, A STANDARD DISK SET IN A DRILLHOLE IN OUTCROPPING
 RE0713'ROCK AND STAMPED HEMORE 1959 IS 37-1/2 FEET SOUTH OF APPROXIMATE
 RE0713'CENTERLINE OF ROAD, 29 FEET SOUTHWEST OF FENCE CORNER, 12-1/2 FEET
 RE0713'SOUTH OF FENCELINE, 13 FEET SOUTHWEST OF POWERLINE POLE AND 2.5
 RE0713'FEET NORTH OF WITNESS POST.  THE ROCK PROJECTS 4 INCHES.
 RE0713
 RE0713                          STATION RECOVERY (1972)
 RE0713
 RE0713'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1972 (BJR)
 RE0713'HEMORE (1959) GOOD
 RE0713'
 RE0713'RM 1 GOOD
 RE0713'
 RE0713'RM 2 GOOD
 RE0713'
 RE0713'AZ MK GOOD
 RE0713'
 RE0713'STATION MARK IS NOW 1 FT. BELOW GROUND
 RE0713
 RE0713                          STATION RECOVERY (1981)
 RE0713
 RE0713'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1981 (BJR)
 RE0713'HEMORE - 1959 RECOVERED GOOD.
 RE0713'
 RE0713'HEMORE NO. 1 - 1959 DESTROYED.
 RE0713'
 RE0713'HEMORE NO. 2 - 1959 RECOVERED GOOD.
 RE0713'
 RE0713'AZ-HEMORE-1959 RECOVERED GOOD.
 RE0713'
 RE0713'RM WAS PLACED IN BOULDER, THE SHANK OF PLAQUE IS STILL INTACT
 RE0713'AND STATIONARY.
 RE0713'
 RE0713'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6.5 MI.
 RE0713'WEST-NORTHWEST OF HOULTON.
 RE0713
 RE0713                          STATION RECOVERY (1983)
 RE0713
 RE0713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 RE0713'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 RE0713'RECOVERED.  THE STEM FOR REFERENCE MARK 1 WAS ALSO RECOVERED.
 RE0713'REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME AND SET IN THE DRILL
 RE0713'HOLE FOR REFERENCE MARK 1.  THE DIRECTION TO REFERENCE MARK 2 CHECKED
 RE0713'BUT A SHORTER DISTANCE OF 0.19 FOOT WAS NOTED TO THE MARK.  A NEW
 RE0713'DESCRIPTION FOLLOWS.
 RE0713' 
 RE0713'THE STATION IS LOCATED ABOUT 16.1 KM (10.0 MI) EAST OF SMYRNA MILLS,
 RE0713'10.5 KM (6.5 MI) WEST NORTHWEST OF HOLTON, 2.8 KM (1.75 MI) NORTH
 RE0713'NORTHWEST OF GLANCY LAKE AND IN PASTURE LAND.
 RE0713' 
 RE0713'OWNERSHIP- BRUCE IVEY, RFD 1 BOX 165, HOLTON, MAINE, 04300, TELEPHONE
 RE0713'207 532-6725.
 RE0713' 
 RE0713'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 1 AND 2, IN THE
 RE0713'NORTHWEST SECTION OF HOLTON, GO WEST ON HIGHWAY 2 FOR 9.0 KM (5.6 MI)
 RE0713'TO AN OFF-SET CROSSROAD, AT THE NEW LIMERICK HONOR ROLL MEMORIAL. TURN
 RE0713'RIGHT AND GO NORTH ON THE PAVED ROAD FOR 2.6 KM (1.6 MI) TO A
 RE0713'CROSSROAD.  TURN LEFT AND GO WEST ON THE PAVED ROAD FOR 1.0 KM (0.6
 RE0713'MI) TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE WEST ON THE PAVED ROAD
 RE0713'FOR 0.2 KM (0.1 MI) TO A FARM DRIVEWAY ON THE LEFT.  TURN LEFT,
 RE0713'PASSING BETWEEN THE HOUSE AND BARN, AND GO SOUTH ABOUT 300 FEET,
 RE0713'THENCE WESTERLY ON A FIELD ROAD FOR 0.1 KM (0.05 MI) TO THE STATION ON
 RE0713'THE LEFT.
 RE0713' 
 RE0713'THE STATION IS A STANDARD NGS DISK STAMPED--HEMORE 1959--, SET INTO
 RE0713'THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES OR 30 CM ON SIDE
 RE0713'RECESSED 12 INCHES OR 30 CM BELOW THE GROUND LOCATED 114.O FT (34.7 M)
 RE0713'E FROM A 12-INCH TREE, AND 30.0 FT (9.1 M) S FROM THE CENTER OF FIELD
 RE0713'ROAD.
 RE0713' 
 RE0713'REFERENCE MARK NO 2 IS A STANDARD NGS DISK STAMPED--HEMORE NO 2
 RE0713'1959--, SET INTO ROCK OUTCROP 6.0 FT (1.8 METERS) LARGEST DIMENSION
 RE0713'LOCATED 149.0 FT (45.4 M) NE FROM THE 12-INCH TREE, 57.5 FT (17.5 M) N
 RE0713'FROM THE CENTER OF FIELD ROAD, AND 2.0 FT (0.6 M) LOWER THAN THE
 RE0713'STATION.
 RE0713' 
 RE0713'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--HEMORE 1959 NO 3
 RE0713'1983--, SET INTO ROCK OUTCROP 2.0 FT (0.6 M) LARGEST DIMENSION LOCATED
 RE0713'93.0 FT (28.3 M) S FROM THE CENTER OF THE FIELD ROAD, 70.0 FT (21.3 M)
 RE0713'WNW FROM A SMALL FIR TREE, AND 2.0 FT (0.6 M) LOWER THAN THE STATION.
 RE0713' 
 RE0713'AZIMUTH MARK NO 1 IS A STANDARD NGS DISK STAMPED--HEMORE 1959--, SET
 RE0713'INTO A ROCK OUTCROP 2.0 FT (0.6 M) LARGEST DIMENSION LOCATED 73.0 FT
 RE0713'(22.3 M) SSW FROM POWERLINE POLE NUMBER 117, 35.0 FT (10.7 M) SSW FROM
 RE0713'THE CENTER OF PAVED ROAD, 25.0 FT (7.6 M) W FROM THE NORTHEAST FENCE
 RE0713'CORNER, AND 8.0 FT (2.4 M) SSW FROM A CARSONITE WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0445 ***********************************************************************
 OB0445  DESIGNATION -  HENDRICKS HEAD LIGHT
 OB0445  PID         -  OB0445
 OB0445  STATE/COUNTY-  ME/LINCOLN
 OB0445  USGS QUAD   -  BOOTHBAY HARBOR (1997)
 OB0445
 OB0445                         *CURRENT SURVEY CONTROL
 OB0445  ___________________________________________________________________
 OB0445* NAD 83(1996)-  43 49 21.66319(N)    069 41 23.18722(W)     ADJUSTED  
 OB0445* NAVD 88     -                                                        
 OB0445  ___________________________________________________________________
 OB0445  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 OB0445  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 OB0445
 OB0445  HORZ ORDER  -  THIRD
 OB0445
 OB0445.The horizontal coordinates were established by classical geodetic methods
 OB0445.and adjusted by the National Geodetic Survey in March 1998..
 OB0445
 OB0445
 OB0445.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0445
 OB0445.The geoid height was determined by GEOID03.
 OB0445
 OB0445;                    North         East     Units Scale Factor Converg.
 OB0445;SPC ME W     -   110,022.908   938,362.197   MT  0.99998476   +0 19 48.8
 OB0445;UTM  19      - 4,852,410.265   444,533.475   MT  0.99963784   -0 28 39.5
 OB0445
 OB0445                          SUPERSEDED SURVEY CONTROL
 OB0445
 OB0445  NAD 83(1992)-  43 49 21.66129(N)    069 41 23.18366(W) AD(       ) 4
 OB0445  NAD 83(1986)-  43 49 21.66678(N)    069 41 23.18932(W) AD(       ) 4
 OB0445  NAD 27      -  43 49 21.36000(N)    069 41 25.04000(W) AD(       ) 3
 OB0445
 OB0445.Superseded values are not recommended for survey control.
 OB0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0445.See file dsdata.txt to determine how the superseded data were derived.
 OB0445
 OB0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ4453352410(NAD 83)
 OB0445
 OB0445  HISTORY     - Date     Condition        Report By
 OB0445  HISTORY     - UNK      MONUMENTED
 OB0445  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0445  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0445  HISTORY     - 1988     GOOD             USPSQD
 OB0445
 OB0445                          STATION DESCRIPTION
 OB0445
 OB0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0445'THIS STATION IS LOST.  NEWLY DETERMINED POSITION OF LIGHT TOWER DOES
 OB0445'NOT CHECK THAT OF OLD, BEING SOME 12 METERS S AND 4 METERS E OF THE
 OB0445'OLD POSITION.  LIGHT LIST DOES NOT SAY WHETHER TOWER HAS BEEN
 OB0445'CHANGED SINCE 1857.  SEE DESCRIPTION OF HENDRICKS HEAD LIGHT OLD
 OB0445'TOWER 1934.
 OB0445
 OB0445                          STATION RECOVERY (1942)
 OB0445
 OB0445'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (HOF)
 OB0445'STATION RECOVERED AS DESCRIBED, WITH THE FOLLOWING EXCEPTION--
 OB0445'
 OB0445'THE TOWER IS A WHITE SQUARE ONE, INSTEAD OF CYLINDRICAL, WITH BLACK
 OB0445'TOP.
 OB0445
 OB0445                          STATION RECOVERY (1988)
 OB0445
 OB0445'RECOVERY NOTE BY US POWER SQUADRON 1988 (WSD)
 OB0445'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0446 ***********************************************************************
 OB0446  DESIGNATION -  HENDRICKS HEAD LIGHT OLD TOWER
 OB0446  PID         -  OB0446
 OB0446  STATE/COUNTY-  ME/LINCOLN
 OB0446  USGS QUAD   -  BOOTHBAY HARBOR (1997)
 OB0446
 OB0446                         *CURRENT SURVEY CONTROL
 OB0446  ___________________________________________________________________
 OB0446* NAD 83(1996)-  43 49 21.25393(N)    069 41 23.01999(W)     ADJUSTED  
 OB0446* NAVD 88     -                                                        
 OB0446  ___________________________________________________________________
 OB0446  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 OB0446  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 OB0446
 OB0446  HORZ ORDER  -  THIRD
 OB0446
 OB0446.The horizontal coordinates were established by classical geodetic methods
 OB0446.and adjusted by the National Geodetic Survey in March 1998..
 OB0446
 OB0446
 OB0446.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0446
 OB0446.The geoid height was determined by GEOID03.
 OB0446
 OB0446;                    North         East     Units Scale Factor Converg.
 OB0446;SPC ME W     -   110,010.299   938,366.007   MT  0.99998476   +0 19 48.9
 OB0446;UTM  19      - 4,852,397.608   444,537.105   MT  0.99963783   -0 28 39.4
 OB0446
 OB0446                          SUPERSEDED SURVEY CONTROL
 OB0446
 OB0446  NAD 83(1992)-  43 49 21.25195(N)    069 41 23.01652(W) AD(       ) 4
 OB0446  NAD 83(1986)-  43 49 21.25744(N)    069 41 23.02223(W) AD(       ) 4
 OB0446  NAD 27      -  43 49 20.94800(N)    069 41 24.84800(W) AD(       ) 3
 OB0446
 OB0446.Superseded values are not recommended for survey control.
 OB0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0446.See file dsdata.txt to determine how the superseded data were derived.
 OB0446
 OB0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ4453752398(NAD 83)
 OB0446
 OB0446  HISTORY     - Date     Condition        Report By
 OB0446  HISTORY     - 1934     MONUMENTED       CGS
 OB0446  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0446
 OB0446                          STATION DESCRIPTION
 OB0446
 OB0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0446'IT IS A CYLINDRICAL TOWER MARKING THE ENTRANCE TO THE
 OB0446'SHEEPSCOT RIVER AND IS ON HENDRICKS HEAD ON THE W SIDE OF
 OB0446'SOUTHPORT ISLAND.  THE LIGHT WAS DISMANTLED IN THE SUMMER OF
 OB0446'1934 AND THE PROPERTY SOLD TO A PRIVATE OWNER.
 OB0446'
 OB0446'THE INTERSECTION STATION WAS NOT VISITED BUT WAS DETERMINED
 OB0446'BY A CHECKED POSITION.  THE POSITION DOES NOT CHECK THAT OF
 OB0446'HENDRICKS HEAD LIGHT 1857, BEING ABOUT 12 METERS S AND 4 METERS
 OB0446'E OF THE OLD POSITION.  LIGHT LIST DOES NOT SAY WHETHER TOWER HAS
 OB0446'BEEN CHANGED SINCE 1857.
 OB0446
 OB0446                          STATION RECOVERY (1942)
 OB0446
 OB0446'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (HOF)
 OB0446'STATION RECOVERED AS DESCRIBED, WITH THE FOLLOWING EXCEPTION--
 OB0446'
 OB0446'THE TOWER IS A WHITE SQUARE ONE, INSTEAD OF CYLINDRICAL, WITH
 OB0446'BLACK TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1265 ***********************************************************************
 OC1265  DESIGNATION -  HENRY
 OC1265  PID         -  OC1265
 OC1265  STATE/COUNTY-  ME/CUMBERLAND
 OC1265  USGS QUAD   -  YARMOUTH (1975)
 OC1265
 OC1265                         *CURRENT SURVEY CONTROL
 OC1265  ___________________________________________________________________
 OC1265* NAD 83(1996)-  43 48 19.35748(N)    070 10 07.19893(W)     ADJUSTED  
 OC1265* NAVD 88     -        20.986  (meters)      68.85   (feet)  ADJUSTED  
 OC1265  ___________________________________________________________________
 OC1265  LAPLACE CORR-           3.32  (seconds)                    DEFLEC99
 OC1265  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 OC1265  DYNAMIC HT  -          20.984 (meters)      68.84  (feet)  COMP
 OC1265  MODELED GRAV-     980,509.2   (mgal)                       NAVD 88
 OC1265
 OC1265  HORZ ORDER  -  SECOND
 OC1265  VERT ORDER  -  SECOND    CLASS I
 OC1265
 OC1265.The horizontal coordinates were established by classical geodetic methods
 OC1265.and adjusted by the National Geodetic Survey in March 1998..
 OC1265
 OC1265.The orthometric height was determined by differential leveling
 OC1265.and adjusted by the National Geodetic Survey in June 1991..
 OC1265
 OC1265.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1265
 OC1265.The geoid height was determined by GEOID03.
 OC1265
 OC1265.The dynamic height is computed by dividing the NAVD 88
 OC1265.geopotential number by the normal gravity value computed on the
 OC1265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1265.degrees latitude (g = 980.6199 gals.).
 OC1265
 OC1265.The modeled gravity was interpolated from observed gravity values.
 OC1265
 OC1265;                    North         East     Units Scale Factor Converg.
 OC1265;SPC ME W     -   107,989.454   899,839.093   MT  0.99996667   -0 00 05.0
 OC1265;UTM  19      - 4,850,920.535   405,997.193   MT  0.99970869   -0 48 32.5
 OC1265
 OC1265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1265!SPC ME W     -   1.00000081  x   0.99996667  =   0.99996748
 OC1265!UTM  19      -   1.00000081  x   0.99970869  =   0.99970950
 OC1265
 OC1265|---------------------------------------------------------------------|
 OC1265| PID    Reference Object                     Distance      Geod. Az  |
 OC1265|                                                           dddmmss.s |
 OC1265| OC1504 HENRY RM 1                           13.715 METERS 12613     |
 OC1265| OC1267 HENRY AZ MK                                        2195211.1 |
 OC1265| OC1506 YARMOUTH N MUN STANDPIPE            APPROX. 0.9 KM 3544757.8 |
 OC1265|---------------------------------------------------------------------|
 OC1265
 OC1265                          SUPERSEDED SURVEY CONTROL
 OC1265
 OC1265  NAD 83(1992)-  43 48 19.35606(N)    070 10 07.19917(W) AD(       ) 2
 OC1265  NAD 83(1986)-  43 48 19.36188(N)    070 10 07.20437(W) AD(       ) 2
 OC1265  NAD 27      -  43 48 19.07439(N)    070 10 09.02747(W) AD(       ) 2
 OC1265  NGVD 29 (??/??/92)   21.188  (m)           69.51   (f) ADJ UNCH    2 1
 OC1265
 OC1265.Superseded values are not recommended for survey control.
 OC1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1265.See file dsdata.txt to determine how the superseded data were derived.
 OC1265
 OC1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0599750921(NAD 83)
 OC1265_MARKER: DD = SURVEY DISK
 OC1265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC1265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OC1265_STAMPING: HENRY 1975
 OC1265_MARK LOGO: MEDT  
 OC1265_MAGNETIC: N = NO MAGNETIC MATERIAL
 OC1265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC1265+STABILITY: SURFACE MOTION
 OC1265
 OC1265  HISTORY     - Date     Condition        Report By
 OC1265  HISTORY     - 1975     MONUMENTED       MEDT
 OC1265  HISTORY     - 1975     GOOD             MEDT
 OC1265  HISTORY     - 19830101 SEE DESCRIPTION  NGS
 OC1265
 OC1265                          STATION DESCRIPTION
 OC1265
 OC1265'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975 (RCA)
 OC1265'THE STATION IS LOCATED IN THE TOWN OF YARMOUTH, ON THE EAST SIDE
 OC1265'OF THE NORTHBOUND LANE OF INTERSTATE HIGHWAY 95.  IT IS ABOUT 3/4
 OC1265'MILE NORTHEAST OF YARMOUTH, 3/4 MILE WEST OF THE COUSINS RIVER,
 OC1265'AND ABOUT 1-1/4 MILES NORTHWEST OF BROWNS POINT, AND IN THE
 OC1265'EASTERN SECTION OF YARMOUTH.  IT IS ON LAND OWNED BY THE STATE OF
 OC1265'MAINE.
 OC1265'
 OC1265'TO REACH FROM THE NORTHBOUND LANE BRIDGE, OF INTERSTATE HIGHWAY
 OC1265'95 OVER THE ROYAL RIVER, GO NORTH ON INTERSTATE HIGHWAY 95 FOR
 OC1265'0.55 MILE TO THE BAYVIEW STREET OVERPASS, CONTINUE NORTH ON
 OC1265'INTERSTATE HIGHWAY 95 FOR 0.15 MILE TO THE STATION MARK ON THE
 OC1265'RIGHT.
 OC1265'
 OC1265'THE STATION MARK IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 OC1265'DISK STAMPED HENRY 1975, SET IN A CYLINDRICAL 12-INCH CONCRETE
 OC1265'POST, THAT IS ABOUT 3 INCHES BELOW THE SURFACE OF THE GROUND.  THE
 OC1265'SUBSURFACE STATION MARK IS AN ALUMINUM DISK STAMPED HENRY 1975 SET
 OC1265'IN AN IRREGULAR MASS OF CONCRETE ABOUT 48 INCHES BELOW THE
 OC1265'SURFACE OF THE GROUND.  IT IS 5.6 FEET SOUTH-SOUTHWEST OF A METAL
 OC1265'WITNESS POST, 73.3 FEET EAST-SOUTHEAST OF THE CENTERLINE OF
 OC1265'INTERSTATE HIGHWAY 95, 46.8 FEET WEST-NORTHWEST OF A WOVEN
 OC1265'WIRE FENCE, AND 131.7 FEET SOUTH OF THE SOUTH END OF A SECTION
 OC1265'OF METAL GUARD RAIL.
 OC1265'
 OC1265'THE AZIMUTH MARK IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 OC1265'DISK SET IN THE CORNER OF AN L-SHAPED CONCRETE HEADWALL, STAMPED
 OC1265'AZ MK HENRY 1975, THE DISK IS FLUSH WITH THE HEADWALL.  IT IS
 OC1265'36.9 FEET WEST-NORTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANE
 OC1265'OF INTERSTATE HIGHWAY 95, 10.4 FEET EAST-SOUTHEAST OF A METAL
 OC1265'WITNESS POST, AND 122.4 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST
 OC1265'ABUTMENT OF THE SOUTHBOUND INTERSTATE 95 BRIDGE OVER STATE
 OC1265'ROUTE NUMBER 88.
 OC1265'
 OC1265'REFERENCE MARK 1 IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 OC1265'DISK STAMPED RM 1 HENRY, SET IN A CYLINDRICAL CONCRETE POST
 OC1265'(12-INCH), IT IS 45.6 FEET SOUTHEAST OF A METAL WITNESS POST, 1.4
 OC1265'FEET WEST-NORTHWEST OF A WOVEN WIRE FENCE, 118.2 FEET
 OC1265'EAST-SOUTHEAST OF THE CENTERLINE OF INTERSTATE HIGHWAY 95, AND
 OC1265'152.2 FEET SOUTH-SOUTHEAST OF THE SOUTH END OF A SECTION OF
 OC1265'METAL GUARD RAIL.
 OC1265'
 OC1265'TO REACH THE AZIMUTH MARK, FROM THE SOUTHBOUND LANE BRIDGE, OF
 OC1265'INTERSTATE HIGHWAY 95 OVER THE ROYAL RIVER.  GO SOUTH ON THE
 OC1265'SOUTHBOUND LANE OF INTERSTATE HIGHWAY 95 FOR 0.10 MILE TO THE
 OC1265'BRIDGE OVER STATE ROUTE NUMBER 88, CONTINUE SOUTH ON INTERSTATE
 OC1265'HIGHWAY 95 0.05 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 OC1265'
 OC1265'ONLY ONE REFERENCE MARK WAS ESTABLISHED AT THIS TIME.
 OC1265'
 OC1265'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 OC1265
 OC1265                          STATION RECOVERY (1975)
 OC1265
 OC1265'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 OC1265'0.95 MI SW FROM YARMOUTH.
 OC1265'ABOUT 0.95 MILES SOUTHWESTERLY ALONG I-95 SOUTHBOUND FROM THE I-95
 OC1265'BRIDGE OVER COUSINS RIVER (YARMOUTH-FREEPORT TOWN LINE), AND ALSO
 OC1265'ABOUT 0.15 MILES NORTHEAST OF THE BAYVIEW STREET OVERPASS CROSSING
 OC1265'I-95 IN YARMOUTH.  A DISK SET FLUSH ON THE TOP OF A CYLINDRICAL
 OC1265'CONCRETE POST 73 FEET SOUTHEAST OF AND 3 1/2 FEET ABOVE THE CENTERLINE
 OC1265'OF I-95 NORTHBOUND.  ALSO 46.8 FEET NORTHWEST OF THE RIGHT-OF-WAY
 OC1265'FENCE, 132 FEET SOUTH OF THE TERMINAL END OF THE METAL GUARD RAIL, 5.6
 OC1265'FEET SOUTHWEST OF THE METAL WITNESS POST AND 45.00 FEET NORTHWEST OF
 OC1265'RM-1.
 OC1265
 OC1265                          STATION RECOVERY (1983)
 OC1265
 OC1265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OC1265'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE RECOVERED
 OC1265'IN GOOD CONDITION.  THE STATION MARK WAS IN THE WAY OF CONSTRUCTION
 OC1265'WORK FOR A NEW OFF RAMP FOR INTERSTATE HIGHWAY 95.  THE DISTANCE AND
 OC1265'DIRECTION TO REFERENCE MARK 1 CHECKED.  THE AZIMUTH MARK WAS
 OC1265'POSITIONED AT THIS TIME BUT THE AZIMUTH MARK WILL NOT SEE STATION
 OC1265'HENRY MEDOT 2 WHICH WAS ESTABLISHED AT THIS TIME.  SEE THE DESCRIPTION
 OC1265'THERE-OF.
 OC1265' 
 OC1265'DESCRIBED BY ALFRED BAUGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1267 ***********************************************************************
 OC1267  DESIGNATION -  HENRY AZ MK
 OC1267  PID         -  OC1267
 OC1267  STATE/COUNTY-  ME/CUMBERLAND
 OC1267  USGS QUAD   -  YARMOUTH (1975)
 OC1267
 OC1267                         *CURRENT SURVEY CONTROL
 OC1267  ___________________________________________________________________
 OC1267* NAD 83(1986)-  43 47 47.     (N)    070 10 42.     (W)     SCALED    
 OC1267* NAVD 88     -        12.013  (meters)      39.41   (feet)  ADJUSTED  
 OC1267  ___________________________________________________________________
 OC1267  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 OC1267  DYNAMIC HT  -          12.012 (meters)      39.41  (feet)  COMP
 OC1267  MODELED GRAV-     980,507.9   (mgal)                       NAVD 88
 OC1267
 OC1267  VERT ORDER  -  SECOND    CLASS I
 OC1267
 OC1267.The horizontal coordinates were scaled from a topographic map and have
 OC1267.an estimated accuracy of +/- 6 seconds.
 OC1267
 OC1267.The orthometric height was determined by differential leveling
 OC1267.and adjusted by the National Geodetic Survey in June 1991..
 OC1267
 OC1267.The geoid height was determined by GEOID03.
 OC1267
 OC1267.The dynamic height is computed by dividing the NAVD 88
 OC1267.geopotential number by the normal gravity value computed on the
 OC1267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1267.degrees latitude (g = 980.6199 gals.).
 OC1267
 OC1267.The modeled gravity was interpolated from observed gravity values.
 OC1267
 OC1267;                    North         East    Units  Estimated Accuracy
 OC1267;SPC ME W     -   106,990.      899,060.      MT  (+/- 180 meters Scaled)
 OC1267
 OC1267                          SUPERSEDED SURVEY CONTROL
 OC1267
 OC1267  NGVD 29 (??/??/92)   12.217  (m)           40.08   (f) ADJ UNCH    2 1
 OC1267
 OC1267.Superseded values are not recommended for survey control.
 OC1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1267.See file dsdata.txt to determine how the superseded data were derived.
 OC1267
 OC1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ052499(NAD 83)
 OC1267_MARKER: DZ = AZIMUTH MARK DISK
 OC1267_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OC1267_SP_SET: HEADWALL OF CULVERT
 OC1267_STAMPING: AZ MK HENRY 1975
 OC1267_MARK LOGO: MEDT  
 OC1267_MAGNETIC: N = NO MAGNETIC MATERIAL
 OC1267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC1267+STABILITY: SURFACE MOTION
 OC1267
 OC1267  HISTORY     - Date     Condition        Report By
 OC1267  HISTORY     - 1975     MONUMENTED       MEDT
 OC1267  HISTORY     - 19830513 GOOD             NGS
 OC1267
 OC1267                          STATION DESCRIPTION
 OC1267
 OC1267'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 OC1267'1.8 MI SW FROM YARMOUTH.
 OC1267'ABOUT 1.8 MILES SOUTHWEST ALONG I-95 SOUTHBOUND FROM THE I-95 BRIDGE
 OC1267'OVER COUSINS RIVER (YARMOUTH-FREEPORT TOWNLINE) AND ALSO 0.1 MILE
 OC1267'SOUTHWEST OF THE SOUTHERN END OF I-95 BRIDGE OVER THE ROYAL RIVER IN
 OC1267'YARMOUTH, A DISK SET FLUSH IN THE TOP OF A CONCRETE RETAINING WALL OF
 OC1267'CULVERT 37 FEET NORTHWEST OF AND 2.5 FEET BELOW THE CENTERLINE OF I-95
 OC1267'SOUTHBOUND AND 10.5 FEET SOUTHEAST OF A METAL WITNESS POST.
 OC1267
 OC1267                          STATION RECOVERY (1983)
 OC1267
 OC1267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 OC1267'THE STATION IS LOCATED ON THE NORTHWEST SIDE OF INTERSTATE HIGHWAY 95,
 OC1267'JUST SOUTH OF THE ROYAL RIVER BRIDGE ON INTERSTATE HIGHWAY 95 AND IN
 OC1267'THE TOWN OF YARMOUTH.
 OC1267' 
 OC1267'TO REACH THE MARK FROM THE SOUTBOUND LANE BRIDGE OF INTERSTATE HIGHWAY
 OC1267'95 OVER THE ROYAL RIVER, IN YARMOUTH, GO SOUTH ON I-95 FOR 0.2 KM
 OC1267'(0.15 MI) TO THE MARK ON THE RIGHT.
 OC1267' 
 OC1267'THE MARK STAMPED--AZ MK HENRY 1975--, IS A MAINE DEPARTMENT OF
 OC1267'TRANSPORTATION DISK CEMENTED IN A DRILL HOLE IN THE CORNER OF A
 OC1267'L-SHAPED CONCRETE HEADWALL FOR A CULVERT.  IT IS 37.3 METERS (122.4
 OC1267'FT) SOUTH SOUTHWEST OF THE SOUTHWEST ABUTMENT OF THE BRIDGE OVER A
 OC1267'PAVED ROAD, 11.2 METERS (36.9 FT) WEST NORTHWEST OF THE CENTER OF THE
 OC1267'SOUTH BOUND LANE OF I-95, AND 3.2 METERS (10.4 FT) EAST SOUTHEAST OF A
 OC1267'METAL WITNESS POST.
 OC1267' 
 OC1267'DESCRIBED BY ALFRED BAUGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1504 ***********************************************************************
 OC1504  DESIGNATION -  HENRY RM 1
 OC1504  PID         -  OC1504
 OC1504  STATE/COUNTY-  ME/CUMBERLAND
 OC1504  USGS QUAD   -  YARMOUTH (1975)
 OC1504
 OC1504                         *CURRENT SURVEY CONTROL
 OC1504  ___________________________________________________________________
 OC1504* NAD 83(1996)-  43 48 19.09492(N)    070 10 06.70388(W)     ADJUSTED  
 OC1504* NAVD 88     -        21.0    (meters)      69.     (feet)  VERTCON   
 OC1504  ___________________________________________________________________
 OC1504  LAPLACE CORR-           3.32  (seconds)                    DEFLEC99
 OC1504  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 OC1504
 OC1504  HORZ ORDER  -  SECOND
 OC1504
 OC1504.The horizontal coordinates were established by classical geodetic methods
 OC1504.and adjusted by the National Geodetic Survey in March 1998..
 OC1504
 OC1504.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC1504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC1504
 OC1504.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1504
 OC1504.The geoid height was determined by GEOID03.
 OC1504
 OC1504;                    North         East     Units Scale Factor Converg.
 OC1504;SPC ME W     -   107,981.350   899,850.158   MT  0.99996667   -0 00 04.6
 OC1504;UTM  19      - 4,850,912.278   406,008.139   MT  0.99970866   -0 48 32.1
 OC1504
 OC1504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1504!SPC ME W     -   1.00000081  x   0.99996667  =   0.99996748
 OC1504!UTM  19      -   1.00000081  x   0.99970866  =   0.99970946
 OC1504
 OC1504|---------------------------------------------------------------------|
 OC1504| PID    Reference Object                     Distance      Geod. Az  |
 OC1504|                                                           dddmmss.s |
 OC1504| OC1265 HENRY                                13.715 METERS 30613     |
 OC1504| OC1505 YARMOUTH                            APPROX. 0.9 KM 3525212.6 |
 OC1504|---------------------------------------------------------------------|
 OC1504
 OC1504                          SUPERSEDED SURVEY CONTROL
 OC1504
 OC1504  NAD 83(1992)-  43 48 19.09350(N)    070 10 06.70412(W) AD(       ) 2
 OC1504  NAD 83(1986)-  43 48 19.09932(N)    070 10 06.70932(W) AD(       ) 2
 OC1504  NAD 27      -  43 48 18.81182(N)    070 10 08.53244(W) AD(       ) 2
 OC1504  NGVD 29 (07/19/86)   21.2    (m)           70.     (f) VERT ANG       
 OC1504
 OC1504.Superseded values are not recommended for survey control.
 OC1504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1504.See file dsdata.txt to determine how the superseded data were derived.
 OC1504
 OC1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0600850912(NAD 83)
 OC1504_MARKER: DD = SURVEY DISK
 OC1504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC1504_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC1504
 OC1504  HISTORY     - Date     Condition        Report By
 OC1504  HISTORY     - 1975     MONUMENTED       MEDT
 OC1504
 OC1504                          STATION DESCRIPTION
 OC1504
 OC1504'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975 (RCA)
 OC1504'MARK IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION DISK
 OC1504'STAMPED RM 1 HENRY, SET IN A CYLINDER OF CONCRETE (12 INCH).  IT
 OC1504'IS 45.6 FEET SOUTHEAST OF A METAL WITNESS POST, 1.4 FEET WEST
 OC1504'NORTHWEST OF A WOVEN WIRE FENCE, 118.2 FEET EAST SOUTHEAST OF
 OC1504'THE CENTERLINE OF INTERSTATE HIGHWAY 95, AND 152.2 FEET SOUTH
 OC1504'SOUTHEAST OF THE SOUTH END OF A SECTION OF METAL GUARD RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1571 ***********************************************************************
 QF1571  DESIGNATION -  HERB IBC
 QF1571  PID         -  QF1571
 QF1571  STATE/COUNTY-  ME/WASHINGTON
 QF1571  USGS QUAD   -  LAMBERT LAKE (1988)
 QF1571
 QF1571                         *CURRENT SURVEY CONTROL
 QF1571  ___________________________________________________________________
 QF1571* NAD 83(1996)-  45 35 56.89216(N)    067 34 02.84006(W)     ADJUSTED  
 QF1571* NAVD 88     -       116.     (meters)     381.     (feet)  SCALED    
 QF1571  ___________________________________________________________________
 QF1571  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 QF1571  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 QF1571
 QF1571  HORZ ORDER  -  THIRD
 QF1571
 QF1571.The horizontal coordinates were established by classical geodetic methods
 QF1571.and adjusted by the National Geodetic Survey in March 1998..
 QF1571
 QF1571.The orthometric height was scaled from a topographic map.
 QF1571
 QF1571.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1571
 QF1571.The geoid height was determined by GEOID03.
 QF1571
 QF1571;                    North         East     Units Scale Factor Converg.
 QF1571;SPC ME E     -   215,146.509   372,750.510   MT  0.99996505   +0 39 58.7
 QF1571;UTM  19      - 5,050,508.384   611,723.308   MT  0.99975346   +1 01 25.0
 QF1571
 QF1571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1571!SPC ME E     -   0.99998557  x   0.99996505  =   0.99995062
 QF1571!UTM  19      -   0.99998557  x   0.99975346  =   0.99973903
 QF1571
 QF1571|---------------------------------------------------------------------|
 QF1571| PID    Reference Object                     Distance      Geod. Az  |
 QF1571|                                                           dddmmss.s |
 QF1571| QF1569 REFERENCE MON 100=DEADMAN            98.569 METERS 05956     |
 QF1571| QF1568 SANDY IBC                           304.301 METERS 11107     |
 QF1571| QF1550 ROCKY POINT                         APPROX. 0.5 KM 1610511.1 |
 QF1571|---------------------------------------------------------------------|
 QF1571
 QF1571                          SUPERSEDED SURVEY CONTROL
 QF1571
 QF1571  NAD 83(1992)-  45 35 56.88843(N)    067 34 02.83736(W) AD(       ) 3
 QF1571  NAD 83(1986)-  45 35 56.89187(N)    067 34 02.84878(W) AD(       ) 3
 QF1571  NAD 27      -  45 35 56.65300(N)    067 34 04.81800(W) AD(       ) 3
 QF1571
 QF1571.Superseded values are not recommended for survey control.
 QF1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1571.See file dsdata.txt to determine how the superseded data were derived.
 QF1571
 QF1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL1172350508(NAD 83)
 QF1571_MARKER: DD = SURVEY DISK
 QF1571_SETTING: 80 = SET IN A BOULDER
 QF1571_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF1571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1571+STABILITY: SURFACE MOTION
 QF1571
 QF1571  HISTORY     - Date     Condition        Report By
 QF1571  HISTORY     - 1912     MONUMENTED       IBC
 QF1571  HISTORY     - 1955     GOOD             IBC
 QF1571  HISTORY     - 1972     GOOD             IBC
 QF1571
 QF1571                          STATION DESCRIPTION
 QF1571
 QF1571'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (AJB)
 QF1571'ON THE SW SHORE OF THE PENINSULA IN SPEDNIK LAKE THAT SEPARATES
 QF1571'SANDY BAY COVE FROM THE MAIN BODY OF THE LAKE PROPER AND ABOUT 1/4
 QF1571'MILE ABOVE SANDY POINT.  A HIGHER LIGHT - COLORED ROCK IS 15 FEET W
 QF1571'OF THE STATION, THE BASE OF BOTH ROCKS BEING ON THE LOW - WATER LINE.
 QF1571'
 QF1571'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE IN A ROCK 2.7
 QF1571'METERS LONG, 2.4 METERS WIDE, AND 0.9 METER HIGH.
 QF1571
 QF1571                          STATION RECOVERY (1955)
 QF1571
 QF1571'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1571'STATION RECOVERED IN GOOD CONDITION.
 QF1571
 QF1571                          STATION RECOVERY (1972)
 QF1571
 QF1571'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1571'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0613 ***********************************************************************
 PE0613  DESIGNATION -  HERMON
 PE0613  PID         -  PE0613
 PE0613  STATE/COUNTY-  ME/PENOBSCOT
 PE0613  USGS QUAD   -  HERMON (1978)
 PE0613
 PE0613                         *CURRENT SURVEY CONTROL
 PE0613  ___________________________________________________________________
 PE0613* NAD 83(1986)-  44 48 04.     (N)    068 53 29.     (W)     SCALED    
 PE0613* NAVD 88     -        76.838  (meters)     252.09   (feet)  ADJUSTED  
 PE0613  ___________________________________________________________________
 PE0613  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 PE0613  DYNAMIC HT  -          76.835 (meters)     252.08  (feet)  COMP
 PE0613  MODELED GRAV-     980,576.8   (mgal)                       NAVD 88
 PE0613
 PE0613  VERT ORDER  -  FIRST     CLASS I
 PE0613
 PE0613.The horizontal coordinates were scaled from a topographic map and have
 PE0613.an estimated accuracy of +/- 6 seconds.
 PE0613
 PE0613.The orthometric height was determined by differential leveling
 PE0613.and adjusted by the National Geodetic Survey in June 1991..
 PE0613.WARNING-Repeat measurements at this control monument indicate possible
 PE0613.vertical movement.
 PE0613
 PE0613.The geoid height was determined by GEOID03.
 PE0613
 PE0613.The dynamic height is computed by dividing the NAVD 88
 PE0613.geopotential number by the normal gravity value computed on the
 PE0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0613.degrees latitude (g = 980.6199 gals.).
 PE0613
 PE0613.The modeled gravity was interpolated from observed gravity values.
 PE0613
 PE0613;                    North         East    Units  Estimated Accuracy
 PE0613;SPC ME E     -   126,120.      269,040.      MT  (+/- 180 meters Scaled)
 PE0613
 PE0613                          SUPERSEDED SURVEY CONTROL
 PE0613
 PE0613  NGVD 29 (??/??/92)   77.05   (m)          252.8    (f) COMPUTED    1 1
 PE0613
 PE0613.Superseded values are not recommended for survey control.
 PE0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0613.See file dsdata.txt to determine how the superseded data were derived.
 PE0613
 PE0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK085608(NAD 83)
 PE0613_MARKER: DS = TRIANGULATION STATION DISK
 PE0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0613_STAMPING: HERMON 1958
 PE0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0613+STABILITY: SURFACE MOTION
 PE0613
 PE0613  HISTORY     - Date     Condition        Report By
 PE0613  HISTORY     - 1958     MONUMENTED       CGS
 PE0613  HISTORY     - 1966     GOOD             NGS
 PE0613  HISTORY     - 1981     GOOD             NGS
 PE0613
 PE0613                          STATION DESCRIPTION
 PE0613
 PE0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0613'7.8 MI W FROM BANGOR.
 PE0613'6.9 MILES WEST ALONG THE MAINE CENTRAL RAILROAD FROM THE UNION
 PE0613'STREET BRIDGE OVER THE PENOBSCOT RIVER AT BANGOR, THENCE 0.7 MILE
 PE0613'NORTHWEST ALONG U.S. HIGHWAY 2, THENCE ABOUT 0.1 MILE NORTHEAST
 PE0613'ALONG NEW BOSTON ROAD, THENCE ABOUT 0.1 MILE NORTH CROSS-COUNTRY,
 PE0613'NEAR THE EDGE OF A WOODS, NEAR THE WEST EDGE OF A DIM WOODS ROAD,
 PE0613'16 FEET NORTHWEST OF A 6-INCH MAPLE TREE, 10 1/2 FEET EAST OF A
 PE0613'LARGE STUMP, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PE0613'0.1 FOOT.
 PE0613
 PE0613                          STATION RECOVERY (1981)
 PE0613
 PE0613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 PE0613'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2235 ***********************************************************************
 PE2235  DESIGNATION -  HERMON
 PE2235  PID         -  PE2235
 PE2235  STATE/COUNTY-  ME/PENOBSCOT
 PE2235  USGS QUAD   -  HERMON (1978)
 PE2235
 PE2235                         *CURRENT SURVEY CONTROL
 PE2235  ___________________________________________________________________
 PE2235* NAD 83(1996)-  44 48 16.86845(N)    068 53 38.93614(W)     ADJUSTED  
 PE2235* NAVD 88     -        76.84   (+/-2cm)     252.1    (feet)  VERTCON   
 PE2235  ___________________________________________________________________
 PE2235  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 PE2235  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 PE2235
 PE2235  HORZ ORDER  -  SECOND
 PE2235  VERT ORDER  -  THIRD ? (See Below)
 PE2235
 PE2235.The horizontal coordinates were established by classical geodetic methods
 PE2235.and adjusted by the National Geodetic Survey in March 1998..
 PE2235
 PE2235.The NAVD 88 height was computed by applying the VERTCON shift value to
 PE2235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PE2235.The vertical order pertains to the NGVD 29 superseded value.
 PE2235
 PE2235.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2235
 PE2235.The geoid height was determined by GEOID03.
 PE2235
 PE2235;                    North         East     Units Scale Factor Converg.
 PE2235;SPC ME E     -   126,516.013   268,820.319   MT  0.99991195   -0 16 39.9
 PE2235;UTM  19      - 4,961,259.276   508,370.978   MT  0.99960086   +0 04 28.5
 PE2235
 PE2235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2235!SPC ME E     -   0.99999186  x   0.99991195  =   0.99990381
 PE2235!UTM  19      -   0.99999186  x   0.99960086  =   0.99959272
 PE2235
 PE2235:                Primary Azimuth Mark                     Grid Az
 PE2235:SPC ME E     -  BANGOR RAD STA WLBZ TALL MAST            072 37 17.7
 PE2235:UTM  19      -  BANGOR RAD STA WLBZ TALL MAST            072 16 09.3
 PE2235
 PE2235|---------------------------------------------------------------------|
 PE2235| PID    Reference Object                     Distance      Geod. Az  |
 PE2235|                                                           dddmmss.s |
 PE2235| PE2209 BANGOR RAD STA WLBZ TALL MAST       APPROX. 9.2 KM 0722037.8 |
 PE2235| PE2221 BANGOR DOW AFB CONTROL TOWER        APPROX. 5.5 KM 0811145.0 |
 PE2235| PE2227 BANGOR DOW AFB STANDPIPE            APPROX. 7.1 KM 0904326.6 |
 PE2235| PE0614 HERMON RM 1                          25.155 METERS 09600     |
 PE2235| PE2222 BANGOR DOW AFB TANK                 APPROX. 6.4 KM 1190456.9 |
 PE2235| PE2215 HERMON B AND A RR TANK              APPROX. 2.7 KM 1250842.9 |
 PE2235| PE0617 COLDBROOK                           APPROX. 2.9 KM 1405738.3 |
 PE2235| PE0611 HERMON AZ MK                                       1665755.9 |
 PE2235| PE0612 HERMON RM 2                          24.658 METERS 22558     |
 PE2235|---------------------------------------------------------------------|
 PE2235
 PE2235                          SUPERSEDED SURVEY CONTROL
 PE2235
 PE2235  NAD 83(1992)-  44 48 16.86625(N)    068 53 38.93459(W) AD(       ) 2
 PE2235  NAD 83(1986)-  44 48 16.86505(N)    068 53 38.93804(W) AD(       ) 2
 PE2235  NAD 27      -  44 48 16.61400(N)    068 53 40.79040(W) AD(       ) 2
 PE2235  NGVD 29 (07/19/86)   77.05   (m)          252.8    (f) LEVELING    3  
 PE2235
 PE2235.Superseded values are not recommended for survey control.
 PE2235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2235.See file dsdata.txt to determine how the superseded data were derived.
 PE2235
 PE2235_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK0837161259(NAD 83)
 PE2235_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PE2235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE2235
 PE2235  HISTORY     - Date     Condition        Report By
 PE2235  HISTORY     - 1958     MONUMENTED       CGS
 PE2235  HISTORY     - 1966     SEE DESCRIPTION  CGS
 PE2235
 PE2235                          STATION DESCRIPTION
 PE2235
 PE2235'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 PE2235'STATION IS LOCATED ABOUT 6-1/2 MILES WEST OF BANGOR, 1 MILE
 PE2235'EAST-SOUTHEAST OF HERMON AND 1/4 MILE NORTHEAST OF U.S. HIGHWAY
 PE2235'2 AND STATE HIGHWAY 100.  IT IS 16 FEET WEST OF A WITNESS SIGN,
 PE2235'32 FEET SOUTHEAST OF A 15 INCH MAPLE TREE AND 28 FEET
 PE2235'SOUTH-SOUTHEAST OF A 6 INCH EVERGREEN TREE.  THE MARK IS SET
 PE2235'FLUSH AND THE DISK IS STAMPED HERMON 1958.
 PE2235'
 PE2235'REFERENCE MARK NO. 1 IS 25 FEET NORTH OF A TWIN TRUNK EVERGREEN
 PE2235'TREE AND 5 FEET EAST-NORTHEAST OF A 4 INCH BIRCH TREE.  THE MARK
 PE2235'PROJECTS ABOUT 30 INCHES AND THE DISK IS STAMPED HERMON NO 1 1958.
 PE2235'
 PE2235'REFERENCE MARK NO. 2 IS 15 FEET SOUTH-SOUTHWEST OF A 6 INCH
 PE2235'EVERGREEN TREE AND 5 FEET SOUTHEAST OF A FENCE LINE.  THE MARK
 PE2235'IS SET FLUSH AND THE DISK IS STAMPED HERMON NO 2 1958.
 PE2235'
 PE2235'AZIMUTH MARK IS REACHED FROM THE STATION BY GOING SOUTH ON
 PE2235'FIELD ROAD 0.05 MILE TO THE SOUTHWEST EDGE OF FIELD, TURN LEFT
 PE2235'(EASTERLY) ALONG THE EDGE OF FIELD FOR 0.1 MILE TO THE AZIMUTH
 PE2235'ON THE RIGHT.  IT IS 6 FEET EAST-NORTHEAST OF AN 18 INCH FIR TREE,
 PE2235'2 FEET SOUTHEAST OF WITNESS SIGN ON POST AND 84 FEET
 PE2235'NORTHWEST OF A POWERLINE.  THE MARK PROJECTS ABOUT 1 INCH AND
 PE2235'THE DISK IS STAMPED HERMON 1958.
 PE2235'
 PE2235'TO REACH FROM HERMON, GO SOUTHEAST ON U.S. HIGHWAY 2 AND
 PE2235'STATE HIGHWAY 100 FOR 0.9 MILE TO A TRACK ROAD LEFT AT MAIL BOX
 PE2235'WITH THE NAME MOORE ON IT AND THE HOME OF MR. JOHN E. HENERY ON
 PE2235'THE RIGHT.  TURN LEFT ON TRACK ROAD (NORTHERLY) 0.15 MILE TO
 PE2235'HIGHEST PART OF FIELD AND THE STATION IN THE NORTH-NORTHWEST
 PE2235'CORNER OF FIELD.
 PE2235'
 PE2235'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 PE2235
 PE2235                          STATION RECOVERY (1966)
 PE2235
 PE2235'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (RRG)
 PE2235'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0611 ***********************************************************************
 PE0611  DESIGNATION -  HERMON AZ MK
 PE0611  PID         -  PE0611
 PE0611  STATE/COUNTY-  ME/PENOBSCOT
 PE0611  USGS QUAD   -  HERMON (1978)
 PE0611
 PE0611                         *CURRENT SURVEY CONTROL
 PE0611  ___________________________________________________________________
 PE0611* NAD 83(1986)-  44 48 01.     (N)    068 53 31.     (W)     SCALED    
 PE0611* NAVD 88     -        69.083  (meters)     226.65   (feet)  ADJUSTED  
 PE0611  ___________________________________________________________________
 PE0611  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 PE0611  DYNAMIC HT  -          69.080 (meters)     226.64  (feet)  COMP
 PE0611  MODELED GRAV-     980,576.7   (mgal)                       NAVD 88
 PE0611
 PE0611  VERT ORDER  -  FIRST     CLASS I
 PE0611
 PE0611.The horizontal coordinates were scaled from a topographic map and have
 PE0611.an estimated accuracy of +/- 6 seconds.
 PE0611
 PE0611.The orthometric height was determined by differential leveling
 PE0611.and adjusted by the National Geodetic Survey in June 1991..
 PE0611.WARNING-Repeat measurements at this control monument indicate possible
 PE0611.vertical movement.
 PE0611
 PE0611.The geoid height was determined by GEOID03.
 PE0611
 PE0611.The dynamic height is computed by dividing the NAVD 88
 PE0611.geopotential number by the normal gravity value computed on the
 PE0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0611.degrees latitude (g = 980.6199 gals.).
 PE0611
 PE0611.The modeled gravity was interpolated from observed gravity values.
 PE0611
 PE0611;                    North         East    Units  Estimated Accuracy
 PE0611;SPC ME E     -   126,030.      268,990.      MT  (+/- 180 meters Scaled)
 PE0611
 PE0611                          SUPERSEDED SURVEY CONTROL
 PE0611
 PE0611  NGVD 29 (??/??/92)   69.293  (m)          227.34   (f) ADJ UNCH    1 1
 PE0611
 PE0611.Superseded values are not recommended for survey control.
 PE0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0611.See file dsdata.txt to determine how the superseded data were derived.
 PE0611
 PE0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK085607(NAD 83)
 PE0611_MARKER: DZ = AZIMUTH MARK DISK
 PE0611_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PE0611_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PE0611_STAMPING: HERMON 1958
 PE0611_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE0611
 PE0611  HISTORY     - Date     Condition        Report By
 PE0611  HISTORY     - 1958     MONUMENTED       CGS
 PE0611  HISTORY     - 1966     GOOD             NGS
 PE0611
 PE0611                          STATION DESCRIPTION
 PE0611
 PE0611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0611'7.7 MI W FROM BANGOR.
 PE0611'6.9 MILES WEST ALONG THE MAINE CENTRAL RAILROAD FROM THE UNION
 PE0611'STREET BRIDGE OVER THE PENOBSCOT RIVER AT BANGOR, THENCE 0.7 MILE
 PE0611'NORTHEAST ALONG U.S. HIGHWAY 2, THENCE ABOUT 0.1 MILE NORTHEAST
 PE0611'ALONG NEW BOSTON ROAD, 67 FEET NORTH OF THE CENTER OF THE JUNCTION
 PE0611'OF A DRIVE LEADING NORTHWEST TO A TRAILER, 64 FEET NORTHWEST
 PE0611'OF THE CENTER LINE OF THE ROAD, 9 1/2 FEET SOUTHWEST OF THE
 PE0611'CENTER LINE OF THE DRIVE, 1.8 FEET SOUTHEAST OF A METAL WITNESS
 PE0611'POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE
 PE0611'TOP OF A CONCRETE FILLED 3-INCH SOIL PIPE PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2215 ***********************************************************************
 PE2215  DESIGNATION -  HERMON B AND A RR TANK
 PE2215  PID         -  PE2215
 PE2215  STATE/COUNTY-  ME/PENOBSCOT
 PE2215  USGS QUAD   -  BANGOR (1991)
 PE2215
 PE2215                         *CURRENT SURVEY CONTROL
 PE2215  ___________________________________________________________________
 PE2215* NAD 83(1996)-  44 47 26.52176(N)    068 51 58.52996(W)     ADJUSTED  
 PE2215* NAVD 88     -                                                        
 PE2215  ___________________________________________________________________
 PE2215  LAPLACE CORR-           1.99  (seconds)                    DEFLEC99
 PE2215  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 PE2215
 PE2215  HORZ ORDER  -  THIRD
 PE2215
 PE2215.The horizontal coordinates were established by classical geodetic methods
 PE2215.and adjusted by the National Geodetic Survey in March 1998..
 PE2215
 PE2215
 PE2215.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2215
 PE2215.The geoid height was determined by GEOID03.
 PE2215
 PE2215;                    North         East     Units Scale Factor Converg.
 PE2215;SPC ME E     -   124,951.707   271,019.644   MT  0.99991032   -0 15 28.9
 PE2215;UTM  19      - 4,959,709.004   510,579.195   MT  0.99960138   +0 05 39.2
 PE2215
 PE2215                          SUPERSEDED SURVEY CONTROL
 PE2215
 PE2215  NAD 83(1992)-  44 47 26.52056(N)    068 51 58.52892(W) AD(       ) 4
 PE2215  NAD 83(1986)-  44 47 26.51930(N)    068 51 58.53201(W) AD(       ) 4
 PE2215  NAD 27      -  44 47 26.26600(N)    068 52 00.38900(W) AD(       ) 3
 PE2215
 PE2215.Superseded values are not recommended for survey control.
 PE2215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2215.See file dsdata.txt to determine how the superseded data were derived.
 PE2215
 PE2215_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1057959709(NAD 83)
 PE2215_MARKER: 53 = ELEVATED TANK
 PE2215
 PE2215  HISTORY     - Date     Condition        Report By
 PE2215  HISTORY     - 1958     FIRST OBSERVED   CGS
 PE2215  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 PE2215
 PE2215                          STATION DESCRIPTION
 PE2215
 PE2215'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 PE2215'STATION IS LOCATED ABOUT 4-1/2 MILES WEST OF BANGOR, 2 MILES
 PE2215'SOUTHEAST OF THE VILLAGE OF HERMON AND JUST WEST OF THE BANGOR
 PE2215'AND AROOSTOCK RAILROAD ROUNDHOUSE.  THE TANK IS APPROXIMATELY
 PE2215'120 FEET HIGH, SUPPORTED BY 4 LEGS AND PAINTED RED, WHITE AND
 PE2215'BLUE.
 PE2215'
 PE2215'THE POINT INTERSECTED WAS HIGH PART OF TANK.
 PE2215'
 PE2215'TO REACH FROM DOWNTOWN BANGOR, GO WESTERLY ON U.S. HIGHWAY
 PE2215'NO. 2 AND STATE HIGHWAY 100 FOR 7.7 MILES TO ROAD LEFT, (JUST
 PE2215'BEFORE REACHING TURN INN COCKTAIL LOUNGE), TURN SHARP LEFT AND
 PE2215'GO 0.65 MILE TO FORK, KEEP LEFT FORK ON GRAVEL ROAD AND GO 0.6
 PE2215'MILE TO BANGOR AND AROOSTOOK RAILROAD WATER TANK ON RIGHT.
 PE2215
 PE2215                          STATION RECOVERY (1985)
 PE2215
 PE2215'RECOVERY NOTE BY US POWER SQUADRON 1985 (ELG)
 PE2215'STATION FOUND DESTROYED.
 PE2215'
 PE2215'THIS TANK HAS BEEN TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0614 ***********************************************************************
 PE0614  DESIGNATION -  HERMON RM 1
 PE0614  PID         -  PE0614
 PE0614  STATE/COUNTY-  ME/PENOBSCOT
 PE0614  USGS QUAD   -  HERMON (1978)
 PE0614
 PE0614                         *CURRENT SURVEY CONTROL
 PE0614  ___________________________________________________________________
 PE0614* NAD 83(1986)-  44 48 04.     (N)    068 53 29.     (W)     SCALED    
 PE0614* NAVD 88     -        76.591  (meters)     251.28   (feet)  ADJUSTED  
 PE0614  ___________________________________________________________________
 PE0614  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 PE0614  DYNAMIC HT  -          76.588 (meters)     251.27  (feet)  COMP
 PE0614  MODELED GRAV-     980,576.8   (mgal)                       NAVD 88
 PE0614
 PE0614  VERT ORDER  -  FIRST     CLASS I
 PE0614
 PE0614.The horizontal coordinates were scaled from a topographic map and have
 PE0614.an estimated accuracy of +/- 6 seconds.
 PE0614
 PE0614.The orthometric height was determined by differential leveling
 PE0614.and adjusted by the National Geodetic Survey in June 1991..
 PE0614
 PE0614.The geoid height was determined by GEOID03.
 PE0614
 PE0614.The dynamic height is computed by dividing the NAVD 88
 PE0614.geopotential number by the normal gravity value computed on the
 PE0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0614.degrees latitude (g = 980.6199 gals.).
 PE0614
 PE0614.The modeled gravity was interpolated from observed gravity values.
 PE0614
 PE0614;                    North         East    Units  Estimated Accuracy
 PE0614;SPC ME E     -   126,120.      269,040.      MT  (+/- 180 meters Scaled)
 PE0614
 PE0614                          SUPERSEDED SURVEY CONTROL
 PE0614
 PE0614  NGVD 29 (??/??/92)   76.801  (m)          251.97   (f) ADJ UNCH    1 1
 PE0614
 PE0614.Superseded values are not recommended for survey control.
 PE0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0614.See file dsdata.txt to determine how the superseded data were derived.
 PE0614
 PE0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK085608(NAD 83)
 PE0614_MARKER: DR = REFERENCE MARK DISK
 PE0614_SETTING: 66 = SET IN ROCK OUTCROP
 PE0614_SP_SET: ROCK LEDGE
 PE0614_STAMPING: HERMON NO 1 1958
 PE0614_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0614+STABILITY: POSITION/ELEVATION WELL
 PE0614
 PE0614  HISTORY     - Date     Condition        Report By
 PE0614  HISTORY     - 1958     MONUMENTED       CGS
 PE0614  HISTORY     - 1966     GOOD             NGS
 PE0614  HISTORY     - 1981     GOOD             NGS
 PE0614
 PE0614                          STATION DESCRIPTION
 PE0614
 PE0614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0614'7.8 MI W FROM BANGOR.
 PE0614'6.9 MILES WEST ALONG THE MAINE CENTRAL RAILROAD FROM THE UNION
 PE0614'STREET BRIDGE OVER THE PENOBSCOT RIVER AT BANGOR, THENCE ABOUT
 PE0614'0.7 MILE NORTHWEST ALONG U.S. HIGHWAY 2, THENCE ABOUT 0.1 MILE
 PE0614'NORTHEAST ALONG NEW BOSTON ROAD, THENCE ABOUT 0.1 MILE NORTH
 PE0614'CROSS-COUNTRY, NEAR THE EDGE OF A WOODS, IN THE TOP OF A ROCK
 PE0614'THAT THE EXPOSED PORTION IS ABOUT 4 1/2-BY-6-FOOT AND PROJECTS
 PE0614'2 1/2 FEET, 82.6 FEET EAST OF TRIANGULATION STATION HERMON
 PE0614'DESCRIBED, 55 FEET NORTHEAST OF THE EDGE OF AN OPEN FIELD, AND
 PE0614'ABOUT 3 FEET ABOVE THE LEVEL OF THE FIELD.
 PE0614
 PE0614                          STATION RECOVERY (1981)
 PE0614
 PE0614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 PE0614'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0612 ***********************************************************************
 PE0612  DESIGNATION -  HERMON RM 2
 PE0612  PID         -  PE0612
 PE0612  STATE/COUNTY-  ME/PENOBSCOT
 PE0612  USGS QUAD   -  HERMON (1978)
 PE0612
 PE0612                         *CURRENT SURVEY CONTROL
 PE0612  ___________________________________________________________________
 PE0612* NAD 83(1986)-  44 48 04.     (N)    068 53 29.     (W)     SCALED    
 PE0612* NAVD 88     -        75.245  (meters)     246.87   (feet)  ADJUSTED  
 PE0612  ___________________________________________________________________
 PE0612  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 PE0612  DYNAMIC HT  -          75.242 (meters)     246.86  (feet)  COMP
 PE0612  MODELED GRAV-     980,576.8   (mgal)                       NAVD 88
 PE0612
 PE0612  VERT ORDER  -  FIRST     CLASS I
 PE0612
 PE0612.The horizontal coordinates were scaled from a topographic map and have
 PE0612.an estimated accuracy of +/- 6 seconds.
 PE0612
 PE0612.The orthometric height was determined by differential leveling
 PE0612.and adjusted by the National Geodetic Survey in June 1991..
 PE0612
 PE0612.The geoid height was determined by GEOID03.
 PE0612
 PE0612.The dynamic height is computed by dividing the NAVD 88
 PE0612.geopotential number by the normal gravity value computed on the
 PE0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0612.degrees latitude (g = 980.6199 gals.).
 PE0612
 PE0612.The modeled gravity was interpolated from observed gravity values.
 PE0612
 PE0612;                    North         East    Units  Estimated Accuracy
 PE0612;SPC ME E     -   126,120.      269,040.      MT  (+/- 180 meters Scaled)
 PE0612
 PE0612                          SUPERSEDED SURVEY CONTROL
 PE0612
 PE0612  NGVD 29 (??/??/92)   75.455  (m)          247.56   (f) ADJ UNCH    1 1
 PE0612
 PE0612.Superseded values are not recommended for survey control.
 PE0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0612.See file dsdata.txt to determine how the superseded data were derived.
 PE0612
 PE0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK085608(NAD 83)
 PE0612_MARKER: DR = REFERENCE MARK DISK
 PE0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0612_STAMPING: HERMON NO 2 1958
 PE0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0612+STABILITY: SURFACE MOTION
 PE0612
 PE0612  HISTORY     - Date     Condition        Report By
 PE0612  HISTORY     - 1958     MONUMENTED       CGS
 PE0612  HISTORY     - 1966     GOOD             NGS
 PE0612  HISTORY     - 1981     GOOD             NGS
 PE0612
 PE0612                          STATION DESCRIPTION
 PE0612
 PE0612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0612'7.8 MI W FROM BANGOR.
 PE0612'6.9 MILES WEST ALONG THE MAINE CENTRAL RAILROAD FROM THE UNION
 PE0612'STREET BRIDGE OVER THE PENOBSCOT RIVER AT BANGOR, THENCE ABOUT 0.7
 PE0612'MILE NORTHWEST ALONG U.S. HIGHWAY 2, THENCE ABOUT 0.1 MILE
 PE0612'NORTHEAST ALONG NEW BOSTON ROAD, THENCE ABOUT 0.1 MILE NORTH
 PE0612'CROSS-COUNTRY, ALONG THE NORTHEAST SIDE OF A FIELD, 80.8 FEET
 PE0612'SOUTHWEST OF TRIANGULATION STATION HERMON DESCRIBED, 57 FEET
 PE0612'NORTHEAST OF A PINE TREE WHICH IS IN AN OLD FENCE LINE, ABOUT
 PE0612'LEVEL WITH THE GROUND, AND SET IN THE TOP OF A CONCRETE POST FLUSH.
 PE0612
 PE0612                          STATION RECOVERY (1981)
 PE0612
 PE0612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 PE0612'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2083 ***********************************************************************
 PE2083  DESIGNATION -  HERON NECK LIGHTHOUSE
 PE2083  PID         -  PE2083
 PE2083  STATE/COUNTY-  ME/KNOX
 PE2083  USGS QUAD   -  VINALHAVEN (1988)
 PE2083
 PE2083                         *CURRENT SURVEY CONTROL
 PE2083  ___________________________________________________________________
 PE2083* NAD 83(1996)-  44 01 30.76932(N)    068 51 43.09846(W)     ADJUSTED  
 PE2083* NAVD 88     -                                                        
 PE2083  ___________________________________________________________________
 PE2083  LAPLACE CORR-           2.40  (seconds)                    DEFLEC99
 PE2083  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 PE2083
 PE2083  HORZ ORDER  -  THIRD
 PE2083
 PE2083.The horizontal coordinates were established by classical geodetic methods
 PE2083.and adjusted by the National Geodetic Survey in March 1998..
 PE2083
 PE2083
 PE2083.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2083
 PE2083.The geoid height was determined by GEOID03.
 PE2083
 PE2083;                    North         East     Units Scale Factor Converg.
 PE2083;SPC ME E     -    39,897.604   270,982.813   MT  0.99991035   -0 15 05.6
 PE2083;UTM  19      - 4,874,682.537   511,061.602   MT  0.99960150   +0 05 45.3
 PE2083
 PE2083                          SUPERSEDED SURVEY CONTROL
 PE2083
 PE2083  NAD 83(1992)-  44 01 30.77563(N)    068 51 43.07817(W) AD(       ) 4
 PE2083  NAD 83(1986)-  44 01 30.77999(N)    068 51 43.08348(W) AD(       ) 4
 PE2083  NAD 27      -  44 01 30.48600(N)    068 51 44.97000(W) AD(       ) 3
 PE2083
 PE2083.Superseded values are not recommended for survey control.
 PE2083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2083.See file dsdata.txt to determine how the superseded data were derived.
 PE2083
 PE2083_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ1106274683(NAD 83)
 PE2083
 PE2083  HISTORY     - Date     Condition        Report By
 PE2083  HISTORY     - UNK      MONUMENTED
 PE2083  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2083  HISTORY     - 1954     SEE DESCRIPTION  CGS
 PE2083
 PE2083                          STATION DESCRIPTION
 PE2083
 PE2083'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2083'THIS INTERSECTION STATION IS THE CENTER OF THE LIGHT ON HERON NECK
 PE2083'ON THE MOST SOUTHERLY POINT OF GREEN ISLAND WHICH LIES JUST OFF THE
 PE2083'SOUTHWESTERLY CORNER OF VINAL HAVEN ISLAND AT THE ENTRANCE TO
 PE2083'PENOBSCOT BAY.
 PE2083
 PE2083                          STATION RECOVERY (1954)
 PE2083
 PE2083'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HOF)
 PE2083'THIS STATION WAS USED AS A HYDROGRAPHIC SIGNAL IN 1954, BUT THE
 PE2083'STATION WAS NOT VISITED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1970 ***********************************************************************
 PE1970  DESIGNATION -  HERRIMAN POINT 2
 PE1970  PID         -  PE1970
 PE1970  STATE/COUNTY-  ME/HANCOCK
 PE1970  USGS QUAD   -  BROOKLIN (1981)
 PE1970
 PE1970                         *CURRENT SURVEY CONTROL
 PE1970  ___________________________________________________________________
 PE1970* NAD 83(1996)-  44 18 01.12772(N)    068 32 00.72678(W)     ADJUSTED  
 PE1970* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 PE1970  ___________________________________________________________________
 PE1970  LAPLACE CORR-           5.02  (seconds)                    DEFLEC99
 PE1970  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 PE1970
 PE1970  HORZ ORDER  -  SECOND
 PE1970
 PE1970.The horizontal coordinates were established by classical geodetic methods
 PE1970.and adjusted by the National Geodetic Survey in March 1998..
 PE1970
 PE1970.The orthometric height was scaled from a topographic map.
 PE1970
 PE1970.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1970
 PE1970.The geoid height was determined by GEOID03.
 PE1970
 PE1970;                    North         East     Units Scale Factor Converg.
 PE1970;SPC ME E     -    70,399.196   297,324.140   MT  0.99990009   -0 01 24.3
 PE1970;UTM  19      - 4,905,334.641   537,209.255   MT  0.99961703   +0 19 32.9
 PE1970
 PE1970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1970!SPC ME E     -   1.00000373  x   0.99990009  =   0.99990382
 PE1970!UTM  19      -   1.00000373  x   0.99961703  =   0.99962076
 PE1970
 PE1970|---------------------------------------------------------------------|
 PE1970| PID    Reference Object                     Distance      Geod. Az  |
 PE1970|                                                           dddmmss.s |
 PE1970| PE1976 HARRIMAN PT 2 RM 1                    6.354 METERS 07314     |
 PE1970| CE7992 HERRIMAN POINT 2 RM 2                 5.092 METERS 30215     |
 PE1970| PE1966 CUNNINGHAM                          APPROX. 9.1 KM 3144959.9 |
 PE1970|---------------------------------------------------------------------|
 PE1970
 PE1970                          SUPERSEDED SURVEY CONTROL
 PE1970
 PE1970  NAD 83(1992)-  44 18 01.13256(N)    068 32 00.70864(W) AD(       ) 2
 PE1970  NAD 83(1986)-  44 18 01.13311(N)    068 32 00.71230(W) AD(       ) 2
 PE1970  NAD 27      -  44 18 00.84900(N)    068 32 02.63100(W) AD(       ) 2
 PE1970
 PE1970.Superseded values are not recommended for survey control.
 PE1970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1970.See file dsdata.txt to determine how the superseded data were derived.
 PE1970
 PE1970_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK3720905335(NAD 83)
 PE1970
 PE1970  HISTORY     - Date     Condition        Report By
 PE1970  HISTORY     - 1934     MONUMENTED       CGS
 PE1970  HISTORY     - 1956     SEE DESCRIPTION  CGS
 PE1970  HISTORY     - 1984     GOOD             USPSQD
 PE1970
 PE1970                          STATION DESCRIPTION
 PE1970
 PE1970'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1970'THIS STATION IS ON THE N END OF THE SMALL PENINSULA ON THE W
 PE1970'SIDE OF BLUE HILL BAY FORMING THE E SIDE OF ALLEN COVE, ABOUT
 PE1970'8 MILES SSE OF BLUE HILL.  THE STATION IS ON THE MIDDLE ONE OF
 PE1970'THREE POINTS ON THE N END OF THE POINT, ABOUT 5 METERS FROM THE
 PE1970'HIGH-WATER LINE AND 3 METERS FROM THE TREE LINE TO THE S.  A
 PE1970'TRIANGULAR BLAZE ON A FIR TREE 3 METERS S OF THE STATION, MAY
 PE1970'HELP LOCATE IT.
 PE1970'
 PE1970'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN
 PE1970'DRILL HOLES IN OUTCROPPING BEDROCK.  REFERENCE MARK NO. 1 IS E
 PE1970'OF THE STATION ON EDGE OF THE LEDGE SLOPING AWAY TO HIGH-WATER
 PE1970'LINE, AND REFERENCE MARK NO. 2 IS NW OF THE STATION ON LEDGE.
 PE1970'
 PE1970'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 PE1970
 PE1970                          STATION RECOVERY (1956)
 PE1970
 PE1970'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 PE1970'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 PE1970'GOOD CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE
 PE1970'VERIFIED.  THE ORIGINAL DESCRIPTION IS ADEQUATE WITH THE FOLLOWING
 PE1970'EXCEPTION AND ADDITIONS--
 PE1970'
 PE1970'THE TREE WITH THE TRIANGULAR BLAZE HAS BEEN DESTROYED.
 PE1970'
 PE1970'THE STATION MARK IS STAMPED HERRIMAN POINT 2 1934.
 PE1970'
 PE1970'REFERENCE MARK 1 IS STAMPED HERRIMAN POINT 2 1934 NO 1.
 PE1970'
 PE1970'REFERENCE MARK 2 IS STAMPED HERRIMAN POINT 2 1934 NO 2.
 PE1970
 PE1970                          STATION RECOVERY (1984)
 PE1970
 PE1970'RECOVERY NOTE BY US POWER SQUADRON 1984 (ELG)
 PE1970'HERRIMAN POINT 2 1934 FOUND GOOD.
 PE1970'
 PE1970'HERRIMAN POINT 2 1934 NO 1, HERRIMAN POINT 2 1934 NO 2 THE STATION.
 PE1970'AND TWO REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  PREVIOUS
 PE1970'DESCRIPTIONS ARE ADEQUATE WITH THE OBSERVATION THAT THE TREE LINE
 PE1970'HAS NOW ADVANCED AS FAR AS THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1971 ***********************************************************************
 PE1971  DESIGNATION -  HERRIMAN PT 1864
 PE1971  PID         -  PE1971
 PE1971  STATE/COUNTY-  ME/HANCOCK
 PE1971  USGS QUAD   -  BROOKLIN (1981)
 PE1971
 PE1971                         *CURRENT SURVEY CONTROL
 PE1971  ___________________________________________________________________
 PE1971* NAD 83(1996)-  44 18 00.73202(N)    068 32 00.64979(W)     ADJUSTED  
 PE1971* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 PE1971  ___________________________________________________________________
 PE1971  LAPLACE CORR-           5.02  (seconds)                    DEFLEC99
 PE1971  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 PE1971
 PE1971  HORZ ORDER  -  THIRD
 PE1971
 PE1971.The horizontal coordinates were established by classical geodetic methods
 PE1971.and adjusted by the National Geodetic Survey in March 1998..
 PE1971
 PE1971.The orthometric height was scaled from a topographic map.
 PE1971
 PE1971.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1971
 PE1971.The geoid height was determined by GEOID03.
 PE1971
 PE1971;                    North         East     Units Scale Factor Converg.
 PE1971;SPC ME E     -    70,386.982   297,325.841   MT  0.99990009   -0 01 24.3
 PE1971;UTM  19      - 4,905,322.442   537,211.031   MT  0.99961703   +0 19 32.9
 PE1971
 PE1971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1971!SPC ME E     -   1.00000373  x   0.99990009  =   0.99990382
 PE1971!UTM  19      -   1.00000373  x   0.99961703  =   0.99962076
 PE1971
 PE1971:                Primary Azimuth Mark                     Grid Az
 PE1971:SPC ME E     -  CUNNINGHAM                               314 54 13.3
 PE1971:UTM  19      -  CUNNINGHAM                               314 33 16.1
 PE1971
 PE1971|---------------------------------------------------------------------|
 PE1971| PID    Reference Object                     Distance      Geod. Az  |
 PE1971|                                                           dddmmss.s |
 PE1971| PE1966 CUNNINGHAM                          APPROX. 9.1 KM 3145249.0 |
 PE1971|---------------------------------------------------------------------|
 PE1971
 PE1971                          SUPERSEDED SURVEY CONTROL
 PE1971
 PE1971  NAD 83(1992)-  44 18 00.73727(N)    068 32 00.63082(W) AD(       ) 3
 PE1971  NAD 83(1986)-  44 18 00.73782(N)    068 32 00.63450(W) AD(       ) 3
 PE1971  NAD 27      -  44 18 00.46000(N)    068 32 02.54000(W) AD(       ) 3
 PE1971
 PE1971.Superseded values are not recommended for survey control.
 PE1971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1971.See file dsdata.txt to determine how the superseded data were derived.
 PE1971
 PE1971_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK3721105322(NAD 83)
 PE1971
 PE1971  HISTORY     - Date     Condition        Report By
 PE1971  HISTORY     - 1864     MONUMENTED       COASUR
 PE1971  HISTORY     - 1903     SEE DESCRIPTION  CGS
 PE1971  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE1971  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE1971
 PE1971                          STATION DESCRIPTION
 PE1971
 PE1971'DESCRIBED BY COAST AND GEODETIC SURVEY 1903
 PE1971'ON THE N END OF THE SMALL PENINSULA ON THE W SIDE OF BLUE HILL
 PE1971'BAY FORMING THE E SIDE OF ALLEN COVE.
 PE1971'
 PE1971'THE STATION IS ON THE MIDDLE ONE OF THREE POINTS ON THE N
 PE1971'SHORE OF THE PENINSULA AND IS MARKED BY A HOLE DRILLED IN A
 PE1971'ROCK.  THE LEDGE IS COVERED BY A THIN LAYER OF SOFT EARTH, BUT
 PE1971'PILES OF STONE ORIGINALLY PLACED ABOUT THE BASE OF THE SIGNAL
 PE1971'SERVE TO IDENTIFY THE LOCALITY.
 PE1971
 PE1971                          STATION RECOVERY (1934)
 PE1971
 PE1971'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1971'STATION WAS NOT FOUND AFTER A CAREFUL SEARCH.  STATION HERRIMAN
 PE1971'POINT 2 IS ON THE SAME POINT.  A SQUARE HEADED BOLT WAS FOUND
 PE1971'WEDGED INTO THE ROCK AT THE APPROXIMATE POSITION OF THE
 PE1971'STATION.  IT CAN BE DETERMINED IF THIS IS THE STATION BY A
 PE1971'DISTANCE AND DIRECTION FROM STATION HERRIMAN POINT 2 WHICH IS
 PE1971'ABOUT 50 FEET N OF THE BOLT.  STATION HERRIMAN POINT 2 WAS NOT
 PE1971'VISITED SUBSEQUENT TO THE COMPUTATION OF ITS POSITION.
 PE1971
 PE1971                          STATION RECOVERY (1944)
 PE1971
 PE1971'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1971'STATION WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0371 ***********************************************************************
 OB0371  DESIGNATION -  HERRING GUT CHURCH
 OB0371  PID         -  OB0371
 OB0371  STATE/COUNTY-  ME/KNOX
 OB0371  USGS QUAD   -  FRIENDSHIP (1973)
 OB0371
 OB0371                         *CURRENT SURVEY CONTROL
 OB0371  ___________________________________________________________________
 OB0371* NAD 83(1996)-  43 55 43.80867(N)    069 15 19.45302(W)     ADJUSTED  
 OB0371* NAVD 88     -                                                        
 OB0371  ___________________________________________________________________
 OB0371  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 OB0371  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 OB0371
 OB0371  HORZ ORDER  -  THIRD
 OB0371
 OB0371.The horizontal coordinates were established by classical geodetic methods
 OB0371.and adjusted by the National Geodetic Survey in March 1998..
 OB0371
 OB0371
 OB0371.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0371
 OB0371.The geoid height was determined by GEOID03.
 OB0371
 OB0371;                    North         East     Units Scale Factor Converg.
 OB0371;SPC ME E     -    29,403.650   239,345.577   MT  0.99994523   -0 31 26.7
 OB0371;SPC ME W     -   122,110.161   973,173.926   MT  1.00003250   +0 37 56.0
 OB0371;UTM  19      - 4,864,000.533   479,498.780   MT  0.99960517   -0 10 37.9
 OB0371
 OB0371                          SUPERSEDED SURVEY CONTROL
 OB0371
 OB0371  NAD 83(1992)-  43 55 43.81073(N)    069 15 19.43485(W) AD(       ) 4
 OB0371  NAD 83(1986)-  43 55 43.81534(N)    069 15 19.44155(W) AD(       ) 4
 OB0371  NAD 27      -  43 55 43.53000(N)    069 15 21.23000(W) AD(       ) 3
 OB0371
 OB0371.Superseded values are not recommended for survey control.
 OB0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0371.See file dsdata.txt to determine how the superseded data were derived.
 OB0371
 OB0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ7949964001(NAD 83)
 OB0371
 OB0371  HISTORY     - Date     Condition        Report By
 OB0371  HISTORY     - UNK      MONUMENTED
 OB0371  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OB0371  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OB0371  HISTORY     - 1954     SEE DESCRIPTION  CGS
 OB0371
 OB0371                          STATION DESCRIPTION
 OB0371
 OB0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FLP)
 OB0371'STATION IS THE TOP OF THE BELL TOWER OF THE BAPTIST CHURCH IN
 OB0371'PORT CLYDE.  THE CHURCH IS TAN, TRIMMED WITH BROWN, AND HAS A
 OB0371'SHINGLED ROOF.  THERE IS A WEATHER VANE ON THE BELL TOWER.  THE
 OB0371'CHURCH IS AT THE NE CORNER OF AN INTERSECTION OF A DIRT ROAD WITH
 OB0371'STATE HIGHWAY 131.
 OB0371'
 OB0371'NOTE--CHURCH WAS INCORRECTLY IDENTIFIED.  A SPIRE ON A BUILDING
 OB0371'CALLED A SCHOOL CHECKED CLOSELY (AIR PHOTO PARTY).
 OB0371
 OB0371                          STATION RECOVERY (1953)
 OB0371
 OB0371'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (PT)
 OB0371'STATION WAS RECOVERED IN GOOD CONDITION.  PUBLISHED DESCRIPTION
 OB0371'IS ADEQUATE WITH THE FOLLOWING CORRECTION--THE CHURCH IS NOW
 OB0371'PAINTED ALL WHITE.
 OB0371
 OB0371                          STATION RECOVERY (1954)
 OB0371
 OB0371'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 OB0371'STATION DESTROYED.  THE BUILDING KNOWN AS HERRING GUT CHURCH WAS
 OB0371'DESTROYED IN 1949 AND PORT CLYDE CENTRAL SCHOOL WAS BUILT ON THE
 OB0371'SAME SITE.  THE BELL TOWER WAS NEVER REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0826 ***********************************************************************
 PD0826  DESIGNATION -  HERSEY 1887
 PD0826  PID         -  PD0826
 PD0826  STATE/COUNTY-  ME/WASHINGTON
 PD0826  USGS QUAD   -  EASTPORT (1977)
 PD0826
 PD0826                         *CURRENT SURVEY CONTROL
 PD0826  ___________________________________________________________________
 PD0826* NAD 83(1996)-  44 55 29.96915(N)    067 07 07.02403(W)     ADJUSTED  
 PD0826* NAVD 88     -        58.     (meters)     190.     (feet)  SCALED    
 PD0826  ___________________________________________________________________
 PD0826  LAPLACE CORR-           4.31  (seconds)                    DEFLEC99
 PD0826  GEOID HEIGHT-         -22.67  (meters)                     GEOID03
 PD0826
 PD0826  HORZ ORDER  -  THIRD
 PD0826
 PD0826.The horizontal coordinates were established by classical geodetic methods
 PD0826.and adjusted by the National Geodetic Survey in March 1998..
 PD0826
 PD0826.The orthometric height was scaled from a topographic map.
 PD0826
 PD0826.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0826
 PD0826.The geoid height was determined by GEOID03.
 PD0826
 PD0826;                    North         East     Units Scale Factor Converg.
 PD0826;SPC ME E     -   140,736.985   409,048.771   MT  1.00004618   +0 58 32.2
 PD0826;UTM  19      - 4,976,339.713   648,475.150   MT  0.99987108   +1 19 43.8
 PD0826
 PD0826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0826!SPC ME E     -   0.99999449  x   1.00004618  =   1.00004067
 PD0826!UTM  19      -   0.99999449  x   0.99987108  =   0.99986557
 PD0826
 PD0826:                Primary Azimuth Mark                     Grid Az
 PD0826:SPC ME E     -  ROGERS FLAG                              007 53 43.5
 PD0826:UTM  19      -  ROGERS FLAG                              007 32 31.9
 PD0826
 PD0826|---------------------------------------------------------------------|
 PD0826| PID    Reference Object                     Distance      Geod. Az  |
 PD0826|                                                           dddmmss.s |
 PD0826| PD0862 ROGERS FLAG                         APPROX. 1.9 KM 0085215.7 |
 PD0826| PD0864 MC MAHONS PINE FLAG                 APPROX. 2.7 KM 0200723.8 |
 PD0826| PD0868 OX PASTURE FLAG                     APPROX. 3.4 KM 0520129.1 |
 PD0826| PD0876 FOX FLAG                            APPROX. 4.6 KM 0743507.9 |
 PD0826| PD0829 CASE 1886                           APPROX. 5.2 KM 1583634.9 |
 PD0826| PD0944 EVERETT FLAG                        APPROX. 1.9 KM 2120244.5 |
 PD0826| PD0935 MITCHELL                            APPROX. 3.6 KM 2455537.9 |
 PD0826| PD0931 DENNYSVILLE SPIRE                   APPROX. 9.0 KM 2552721.3 |
 PD0826| PD1037 ALLANS PINE FLAG                    APPROX.11.6 KM 2573911.8 |
 PD0826| PD0936 FISHES FLAG                         APPROX. 4.1 KM 2774831.5 |
 PD0826| PD0946 COGGINS HEAD FLAG                   APPROX. 1.7 KM 2842103.3 |
 PD0826| PD0925 ANTOINES CHIMNEY                    APPROX. 8.3 KM 2950715.3 |
 PD0826| PD0928 OWENS FLAG                          APPROX. 6.7 KM 2993557.6 |
 PD0826| PD0937 PEMBROKE SCHHSE BELFRY              APPROX. 5.4 KM 3173200.0 |
 PD0826|---------------------------------------------------------------------|
 PD0826
 PD0826                          SUPERSEDED SURVEY CONTROL
 PD0826
 PD0826  NAD 83(1992)-  44 55 29.95916(N)    067 07 07.02405(W) AD(       ) 3
 PD0826  NAD 83(1986)-  44 55 29.95665(N)    067 07 07.02583(W) AD(       ) 3
 PD0826  NAD 27      -  44 55 29.67300(N)    067 07 09.09100(W) AD(       ) 3
 PD0826
 PD0826.Superseded values are not recommended for survey control.
 PD0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0826.See file dsdata.txt to determine how the superseded data were derived.
 PD0826
 PD0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK4847576340(NAD 83)
 PD0826_MARKER: DH = HORIZONTAL CONTROL DISK
 PD0826_SETTING: 66 = SET IN ROCK OUTCROP
 PD0826_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 PD0826_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0826+STABILITY: POSITION/ELEVATION WELL
 PD0826
 PD0826  HISTORY     - Date     Condition        Report By
 PD0826  HISTORY     - 1887     MONUMENTED       CGS
 PD0826  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0826
 PD0826                          STATION DESCRIPTION
 PD0826
 PD0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1887 (CHB)
 PD0826'ON THE SUMMIT OF A HILL NEAR THE SE END OF HERSEY NECK, WHICH LIES
 PD0826'BETWEEN THE PENNAMAQUAN RIVER AND EAST BAY, AN ARM OF COBSCOOK BAY,
 PD0826'AND ABOUT 3 MILES SE OF PEMBROKE.  THE STATION IS ABOUT 1/2 MILE
 PD0826'NW OF GARNET POINT AND ABOUT 250 METERS FROM THE N SHORE OF THE
 PD0826'RIVER.  THE ROAD FROM PEMBROKE TO GARNET POINT IS LESS THAN 100
 PD0826'METERS SW OF THE STATION.  THE STATION IS 5 FEET FROM THE SE END OF
 PD0826'THE HIGHEST OF SEVERAL LEDGES ON THE NECK, THE LEDGE BEING 35 FEET
 PD0826'BY 8 FEET, AND CAN BE REACHED BY A PATH FROM THE ROAD.  A TOWER IS
 PD0826'ON ITS SIDE W OF THE STATION.
 PD0826'
 PD0826'STATION MARK IS AN IBC BRONZE STATION DISK WEDGED IN A DRILL HOLE,
 PD0826'WITHIN A TRIANGLE CUT IN THE ROCK.
 PD0826
 PD0826                          STATION RECOVERY (1946)
 PD0826
 PD0826'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (NWS)
 PD0826'THE STATION IS ON THE SUMMIT OF A HILL NEAR THE SE END OF HERSEY
 PD0826'NECK, WHICH LIES BETWEEN THE PENNAMAQUAN RIVER AND EAST BAY, AN
 PD0826'ARM OF COBSCOOK BAY, AND ABOUT 3 MILES SE OF PEMBROKE.  THE
 PD0826'STATION IS ABOUT 1/2 MILE NW OF GARNET POINT AND ABOUT 250
 PD0826'METERS FROM THE N SHORE OF THE RIVER.  THE ROAD FROM PEMBROKE TO
 PD0826'GARNET POINT IS LESS THAN 100 METERS SW OF THE STATION.  THE
 PD0826'STATION IS 5 FEET FROM THE SE END OF THE HIGHEST OF SEVERAL
 PD0826'LEDGES ON THE NECK, THE LEDGE BEING 35 FEET BY 8 FEET, AND CAN
 PD0826'BE REACHED BY A PATH FROM THE ROAD.  A TOWER IS ON ITS SIDE W
 PD0826'OF THE STATION.
 PD0826'
 PD0826'STATION MARK IS AN I.B.C. BRONZE STATION DISK WEDGED IN A DRILL
 PD0826'HOLE, SURROUNDED BY A TRIANGLE CUT IN THE ROCK.
 PD0826'
 PD0826'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2577 ***********************************************************************
 PE2577  DESIGNATION -  HEWES
 PE2577  PID         -  PE2577
 PE2577  STATE/COUNTY-  ME/WALDO
 PE2577  USGS QUAD   -  ISLESBORO (1979)
 PE2577
 PE2577                         *CURRENT SURVEY CONTROL
 PE2577  ___________________________________________________________________
 PE2577* NAD 83(1996)-  44 18 16.49926(N)    068 53 13.26601(W)     ADJUSTED  
 PE2577* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 PE2577  ___________________________________________________________________
 PE2577  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 PE2577  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 PE2577
 PE2577  HORZ ORDER  -  THIRD
 PE2577
 PE2577.The horizontal coordinates were established by classical geodetic methods
 PE2577.and adjusted by the National Geodetic Survey in March 1998..
 PE2577
 PE2577.The orthometric height was scaled from a topographic map.
 PE2577
 PE2577.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2577
 PE2577.The geoid height was determined by GEOID03.
 PE2577
 PE2577;                    North         East     Units Scale Factor Converg.
 PE2577;SPC ME E     -    70,945.906   269,121.054   MT  0.99991172   -0 16 13.2
 PE2577;UTM  19      - 4,905,709.329   509,011.737   MT  0.99960100   +0 04 44.1
 PE2577
 PE2577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2577!SPC ME E     -   1.00000308  x   0.99991172  =   0.99991480
 PE2577!UTM  19      -   1.00000308  x   0.99960100  =   0.99960408
 PE2577
 PE2577                          SUPERSEDED SURVEY CONTROL
 PE2577
 PE2577  NAD 83(1992)-  44 18 16.50591(N)    068 53 13.24535(W) AD(       ) 3
 PE2577  NAD 83(1986)-  44 18 16.48693(N)    068 53 13.25498(W) AD(       ) 3
 PE2577
 PE2577.Superseded values are not recommended for survey control.
 PE2577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2577.See file dsdata.txt to determine how the superseded data were derived.
 PE2577
 PE2577_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK0901205709(NAD 83)
 PE2577_MARKER: DD = SURVEY DISK
 PE2577_SETTING: 66 = SET IN ROCK OUTCROP
 PE2577_SP_SET: SET IN ROCK OUTCROP
 PE2577_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2577_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE2577+STABILITY: POSITION/ELEVATION WELL
 PE2577
 PE2577  HISTORY     - Date     Condition        Report By
 PE2577  HISTORY     - 1983     MONUMENTED       NOS
 PE2577
 PE2577                          STATION DESCRIPTION
 PE2577
 PE2577'DESCRIBED BY NATIONAL OCEAN SERVICE 1983 (RST)
 PE2577'THE STATION IS LOCATED ON THE EAST SIDE OF ISLESBORO ISLAND AT
 PE2577'HEWES POINT.  AT THE SOUTHEAST END OF ISLESBORO HARBOR.
 PE2577'
 PE2577'THE STATION IS A PLAIN BRONZE DISK 5 CM IN DIAMETER STAMPED,
 PE2577'---HEWES 1982---, SET IN A MASS OF CONCRETE IN A ROCK OUTCROP.
 PE2577'
 PE2577'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.16 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0158 ***********************************************************************
 QG0158  DESIGNATION -  HICKS
 QG0158  PID         -  QG0158
 QG0158  STATE/COUNTY-  ME/AROOSTOOK
 QG0158  USGS QUAD   -  CRYSTAL (1989)
 QG0158
 QG0158                         *CURRENT SURVEY CONTROL
 QG0158  ___________________________________________________________________
 QG0158* NAD 83(1996)-  45 55 40.18852(N)    068 21 11.54760(W)     ADJUSTED  
 QG0158* NAVD 88     -       200.893  (meters)     659.10   (feet)  ADJUSTED  
 QG0158  ___________________________________________________________________
 QG0158  LAPLACE CORR-           2.38  (seconds)                    DEFLEC99
 QG0158  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 QG0158  DYNAMIC HT  -         200.899 (meters)     659.12  (feet)  COMP
 QG0158  MODELED GRAV-     980,642.7   (mgal)                       NAVD 88
 QG0158
 QG0158  HORZ ORDER  -  SECOND
 QG0158  VERT ORDER  -  SECOND    CLASS 0
 QG0158
 QG0158.The horizontal coordinates were established by classical geodetic methods
 QG0158.and adjusted by the National Geodetic Survey in March 1998..
 QG0158
 QG0158.The orthometric height was determined by differential leveling
 QG0158.and adjusted by the National Geodetic Survey in June 1991..
 QG0158
 QG0158.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG0158
 QG0158.The geoid height was determined by GEOID03.
 QG0158
 QG0158.The dynamic height is computed by dividing the NAVD 88
 QG0158.geopotential number by the normal gravity value computed on the
 QG0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0158.degrees latitude (g = 980.6199 gals.).
 QG0158
 QG0158.The modeled gravity was interpolated from observed gravity values.
 QG0158
 QG0158;                    North         East     Units Scale Factor Converg.
 QG0158;SPC ME E     -   251,263.513   311,384.654   MT  0.99990159   +0 06 19.7
 QG0158;UTM  19      - 5,086,232.342   550,147.668   MT  0.99963092   +0 27 52.9
 QG0158
 QG0158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG0158!SPC ME E     -   0.99997227  x   0.99990159  =   0.99987386
 QG0158!UTM  19      -   0.99997227  x   0.99963092  =   0.99960320
 QG0158
 QG0158:                Primary Azimuth Mark                     Grid Az
 QG0158:SPC ME E     -  HICKS AZ MK                              060 31 41.7
 QG0158:UTM  19      -  HICKS AZ MK                              060 10 08.5
 QG0158
 QG0158|---------------------------------------------------------------------|
 QG0158| PID    Reference Object                     Distance      Geod. Az  |
 QG0158|                                                           dddmmss.s |
 QG0158| CE8888 HICKS AZ MK                                        0603801.4 |
 QG0158| QG0160 HICKS RM 2                           16.225 METERS 07641     |
 QG0158| QG0153 BOOT                                APPROX. 2.7 KM 2163539.2 |
 QG0158| QG0159 HICKS RM 1                            7.830 METERS 34730     |
 QG0158|---------------------------------------------------------------------|
 QG0158
 QG0158                          SUPERSEDED SURVEY CONTROL
 QG0158
 QG0158  NAD 83(1992)-  45 55 40.18588(N)    068 21 11.54386(W) AD(       ) 2
 QG0158  NAD 83(1986)-  45 55 40.19074(N)    068 21 11.55783(W) AD(       ) 2
 QG0158  NAD 27      -  45 55 40.00330(N)    068 21 13.46260(W) AD(       ) 2
 QG0158  NGVD 29 (??/??/92)  201.066  (m)          659.66   (f) ADJ UNCH    2 0
 QG0158
 QG0158.Superseded values are not recommended for survey control.
 QG0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0158.See file dsdata.txt to determine how the superseded data were derived.
 QG0158
 QG0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL5014886232(NAD 83)
 QG0158_MARKER: DS = TRIANGULATION STATION DISK
 QG0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0158_STAMPING: HICKS 1959
 QG0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0158+STABILITY: SURFACE MOTION
 QG0158
 QG0158  HISTORY     - Date     Condition        Report By
 QG0158  HISTORY     - 1959     MONUMENTED       CGS
 QG0158  HISTORY     - 1959     GOOD             CGS
 QG0158  HISTORY     - 1970     SEE DESCRIPTION  MEDT
 QG0158  HISTORY     - 1981     GOOD             MEDT
 QG0158
 QG0158                          STATION DESCRIPTION
 QG0158
 QG0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (HRL)
 QG0158'STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF ISLAND FALLS, ABOUT
 QG0158'4-1/4 MILES NORTH-NORTH-NORTHEAST OF SHERMAN MILLS AND 4-1/4 MILES
 QG0158'EAST-NORTHEAST OF SHERMAN STATION.  STATION, A STANDARD DISK SET
 QG0158'IN A 12 X 12 INCH CONCRETE MONUMENT AND STAMPED HICKS 1959 IS 16
 QG0158'FEET WEST OF APPROXIMATE CENTERLINE OF DRIVEWAY AND 2 FEET
 QG0158'SOUTHEAST OF POWERLINE POLE WITH TRANSFORMER.
 QG0158'
 QG0158'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 2 AND STATE
 QG0158'HIGHWAY NO. 159 IN ISLAND FALLS, GO SOUTHERLY, THENCE SOUTHWESTERLY
 QG0158'ON U.S. HIGHWAY NO. 2 FOR 7.0 MILES TO FORKS.  CONTINUE
 QG0158'SOUTHWESTERLY ON RIGHT FORK LEAVING U.S. HIGHWAY NO. 2 AND GO 1.5
 QG0158'MILES TO SIDE ROAD RIGHT AT FARM BUILDINGS.  TURN RIGHT AND GO
 QG0158'WESTERLY ON DIRT ROAD FOR 0.1 MILE TO CROSSROADS AT BARN.  TURN
 QG0158'RIGHT AND GO NORTHERLY ON DIRT ROAD FOR 0.7 MILE TO END ROAD AT
 QG0158'FARM HOUSE AND STATION ON LEFT AS DESCRIBED.
 QG0158'
 QG0158'REFERENCE MARK NO. 1, A STANDARD DISK SET IN A 12 X 12 INCH
 QG0158'CONCRETE MONUMENT AND STAMPED HICKS NO 1 1959 IS 15 FEET WEST OF
 QG0158'APPROXIMATE CENTERLINE OF ROAD, 1 FOOT SOUTHEAST OF FENCELINE
 QG0158'AND 24 FEET NORTH OF POWERLINE POLE WITH TRANSFORMER.  THE MARK IS
 QG0158'SET FLUSH WITH THE GROUND.
 QG0158'
 QG0158'REFERENCE MARK NO. 2, A STANDARD DISK SET IN A 12 X 12 INCH
 QG0158'CONCRETE MONUMENT AND STAMPED HICKS NO 2 1959 IS 56 FEET EAST OF
 QG0158'POWERLINE POLE, 39 FEET EAST OF APPROXIMATE CENTERLINE OF DRIVEWAY
 QG0158'AND 1 FOOT NORTH OF FENCELINE.  THE MARK PROJECTS 3 INCHES.
 QG0158'
 QG0158'AZIMUTH MARK, A STANDARD DISK SET IN A 12 X 12 INCH CONCRETE
 QG0158'MONUMENT AND STAMPED HICKS 1959 IS 1-1/2 FEET NORTHWEST OF A RAIL
 QG0158'RAIL FENCE, 26 FEET SOUTHWEST OF A 24 INCH PINE TREE AND 2 FEET
 QG0158'NORTHEAST OF WITNESS POST.  THE MARK PROJECTS 3 INCHES.
 QG0158'
 QG0158'TO REACH AZIMUTH MARK FROM STATION, GO NORTHEASTERLY ACROSS FIELD
 QG0158'FOR 0.2 MILE TO RAIL FENCE AND AZIMUTH MARK AS DESCRIBED.
 QG0158'
 QG0158'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 QG0158
 QG0158                          STATION RECOVERY (1959)
 QG0158
 QG0158'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 QG0158'4.2 MI NE FROM SHERMAN MILLS.
 QG0158'3.4 MILES NORTHEAST ALONG AN ASPHALT ROAD FROM THE POST OFFICE
 QG0158'AT SHERMAN MILLS, THENCE 0.8 MILE NORTH ALONG A GRAVEL ROAD,
 QG0158'NEAR THE END OF THE ROAD, AT THE JUNCTION OF A DRIVEWAY LEADING
 QG0158'TO A LARGE FARM HOUSE, 16 FEET WEST OF THE CENTER LINE OF DRIVEWAY,
 QG0158'2 FEET SOUTHEAST OF A POWER LINE POLE WITH A TRANSFORMER, SET
 QG0158'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND AND ABOUT
 QG0158'LEVEL WITH THE DRIVEWAY.
 QG0158
 QG0158                          STATION RECOVERY (1970)
 QG0158
 QG0158'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1970 (BJR)
 QG0158'HICKS GOOD
 QG0158'
 QG0158'NEW WITNESS POST PLACED 2 FT SOUTH OF STATION.
 QG0158
 QG0158                          STATION RECOVERY (1981)
 QG0158
 QG0158'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1981 (BJR)
 QG0158'HICKS - 1959 RECOVERED GOOD.
 QG0158'
 QG0158'HICKS NO. 1 - 1959 SEARCHED FOR, NOT FOUND.
 QG0158'
 QG0158'HICKS NO. 2 - 1959 FOUND TIPPED.
 QG0158'
 QG0158'AZ - HICKS - 1959 RECOVERED GOOD.
 QG0158'
 QG0158'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7 MI. SOUTHWEST OF
 QG0158'ISLAND FALLS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0159 ***********************************************************************
 QG0159  DESIGNATION -  HICKS RM 1
 QG0159  PID         -  QG0159
 QG0159  STATE/COUNTY-  ME/AROOSTOOK
 QG0159  USGS QUAD   -  CRYSTAL (1989)
 QG0159
 QG0159                         *CURRENT SURVEY CONTROL
 QG0159  ___________________________________________________________________
 QG0159* NAD 83(1986)-  45 55 40.     (N)    068 21 11.     (W)     SCALED    
 QG0159* NAVD 88     -       200.715  (meters)     658.51   (feet)  ADJUSTED  
 QG0159  ___________________________________________________________________
 QG0159  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 QG0159  DYNAMIC HT  -         200.721 (meters)     658.53  (feet)  COMP
 QG0159  MODELED GRAV-     980,642.7   (mgal)                       NAVD 88
 QG0159
 QG0159  VERT ORDER  -  SECOND    CLASS 0
 QG0159
 QG0159.The horizontal coordinates were scaled from a topographic map and have
 QG0159.an estimated accuracy of +/- 6 seconds.
 QG0159
 QG0159.The orthometric height was determined by differential leveling
 QG0159.and adjusted by the National Geodetic Survey in June 1991..
 QG0159
 QG0159.The geoid height was determined by GEOID03.
 QG0159
 QG0159.The dynamic height is computed by dividing the NAVD 88
 QG0159.geopotential number by the normal gravity value computed on the
 QG0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0159.degrees latitude (g = 980.6199 gals.).
 QG0159
 QG0159.The modeled gravity was interpolated from observed gravity values.
 QG0159
 QG0159;                    North         East    Units  Estimated Accuracy
 QG0159;SPC ME E     -   251,260.      311,400.      MT  (+/- 180 meters Scaled)
 QG0159
 QG0159                          SUPERSEDED SURVEY CONTROL
 QG0159
 QG0159  NGVD 29 (??/??/92)  200.888  (m)          659.08   (f) ADJ UNCH    2 0
 QG0159
 QG0159.Superseded values are not recommended for survey control.
 QG0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0159.See file dsdata.txt to determine how the superseded data were derived.
 QG0159
 QG0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL501862(NAD 83)
 QG0159_MARKER: DR = REFERENCE MARK DISK
 QG0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0159_STAMPING: HICKS NO 1 1959
 QG0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0159+STABILITY: SURFACE MOTION
 QG0159
 QG0159  HISTORY     - Date     Condition        Report By
 QG0159  HISTORY     - 1959     MONUMENTED       CGS
 QG0159
 QG0159                          STATION DESCRIPTION
 QG0159
 QG0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QG0159'4.2 MI NE FROM SHERMAN MILLS.
 QG0159'3.4 MILES NORTHEAST ALONG AN ASPHALT ROAD FROM THE POST OFFICE
 QG0159'AT SHERMAN MILLS, THENCE 0.8 MILE NORTH ALONG A GRAVEL ROAD TO
 QG0159'THE END OF ROAD, 25.7 FEET NORTHWEST OF THE STATION, 15 FEET
 QG0159'WEST OF THE CENTER LINE OF A DRIVEWAY, 24 FEET NORTH OF A POWER
 QG0159'LINE POLE WITH A TRANSFORMER, SET IN THE TOP OF A CONCRETE
 QG0159'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0160 ***********************************************************************
 QG0160  DESIGNATION -  HICKS RM 2
 QG0160  PID         -  QG0160
 QG0160  STATE/COUNTY-  ME/AROOSTOOK
 QG0160  USGS QUAD   -  CRYSTAL (1989)
 QG0160
 QG0160                         *CURRENT SURVEY CONTROL
 QG0160  ___________________________________________________________________
 QG0160* NAD 83(1986)-  45 55 40.     (N)    068 21 11.     (W)     SCALED    
 QG0160* NAVD 88     -       201.067  (meters)     659.67   (feet)  ADJUSTED  
 QG0160  ___________________________________________________________________
 QG0160  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 QG0160  DYNAMIC HT  -         201.073 (meters)     659.69  (feet)  COMP
 QG0160  MODELED GRAV-     980,642.7   (mgal)                       NAVD 88
 QG0160
 QG0160  VERT ORDER  -  SECOND    CLASS 0
 QG0160
 QG0160.The horizontal coordinates were scaled from a topographic map and have
 QG0160.an estimated accuracy of +/- 6 seconds.
 QG0160
 QG0160.The orthometric height was determined by differential leveling
 QG0160.and adjusted by the National Geodetic Survey in June 1991..
 QG0160
 QG0160.The geoid height was determined by GEOID03.
 QG0160
 QG0160.The dynamic height is computed by dividing the NAVD 88
 QG0160.geopotential number by the normal gravity value computed on the
 QG0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0160.degrees latitude (g = 980.6199 gals.).
 QG0160
 QG0160.The modeled gravity was interpolated from observed gravity values.
 QG0160
 QG0160;                    North         East    Units  Estimated Accuracy
 QG0160;SPC ME E     -   251,260.      311,400.      MT  (+/- 180 meters Scaled)
 QG0160
 QG0160                          SUPERSEDED SURVEY CONTROL
 QG0160
 QG0160  NGVD 29 (??/??/92)  201.240  (m)          660.23   (f) ADJ UNCH    2 0
 QG0160
 QG0160.Superseded values are not recommended for survey control.
 QG0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0160.See file dsdata.txt to determine how the superseded data were derived.
 QG0160
 QG0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL501862(NAD 83)
 QG0160_MARKER: DR = REFERENCE MARK DISK
 QG0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0160_STAMPING: HICKS NO 2 1959
 QG0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0160+STABILITY: SURFACE MOTION
 QG0160
 QG0160  HISTORY     - Date     Condition        Report By
 QG0160  HISTORY     - 1959     MONUMENTED       CGS
 QG0160
 QG0160                          STATION DESCRIPTION
 QG0160
 QG0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QG0160'4.2 MI NE FROM SHERMAN MILLS.
 QG0160'3.4 MILES NORTHEAST ALONG AN ASPHALT ROAD FROM THE POST OFFICE
 QG0160'AT SHERMAN MILLS, THENCE 0.8 MILE NORTH ALONG A GRAVEL ROAD TO
 QG0160'THE END OF ROAD, 53.2 FEET NORTHEAST OF THE STATION, 56 FEET
 QG0160'EAST OF A POWER LINE POLE WITH TRANSFORMER, 39 FEET EAST OF THE
 QG0160'CENTER LINE OF DRIVEWAY, 1 FOOT NORTH OF A FENCE LINE, SET IN
 QG0160'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0500 ***********************************************************************
 OC0500  DESIGNATION -  HIGBEE
 OC0500  PID         -  OC0500
 OC0500  STATE/COUNTY-  ME/YORK
 OC0500  USGS QUAD   -  KITTERY (1989)
 OC0500
 OC0500                         *CURRENT SURVEY CONTROL
 OC0500  ___________________________________________________________________
 OC0500* NAD 83(1996)-  43 03 55.23604(N)    070 41 16.46444(W)     ADJUSTED  
 OC0500* NAVD 88     -         7.935  (meters)      26.03   (feet)  ADJUSTED  
 OC0500  ___________________________________________________________________
 OC0500  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 OC0500  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 OC0500  DYNAMIC HT  -           7.933 (meters)      26.03  (feet)  COMP
 OC0500  MODELED GRAV-     980,461.2   (mgal)                       NAVD 88
 OC0500
 OC0500  HORZ ORDER  -  THIRD
 OC0500  VERT ORDER  -  SECOND    CLASS 0
 OC0500
 OC0500.The horizontal coordinates were established by classical geodetic methods
 OC0500.and adjusted by the National Geodetic Survey in March 1998..
 OC0500
 OC0500.The orthometric height was determined by differential leveling
 OC0500.and adjusted by the National Geodetic Survey in June 1991..
 OC0500
 OC0500.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC0500
 OC0500.The geoid height was determined by GEOID03.
 OC0500
 OC0500.The dynamic height is computed by dividing the NAVD 88
 OC0500.geopotential number by the normal gravity value computed on the
 OC0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0500.degrees latitude (g = 980.6199 gals.).
 OC0500
 OC0500.The modeled gravity was interpolated from observed gravity values.
 OC0500
 OC0500;                    North         East     Units Scale Factor Converg.
 OC0500;SPC ME W     -    25,905.408   857,544.017   MT  0.99998883   -0 21 21.3
 OC0500;UTM  19      - 4,769,453.618   362,566.001   MT  0.99983236   -1 09 09.9
 OC0500
 OC0500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC0500!SPC ME W     -   1.00000292  x   0.99998883  =   0.99999175
 OC0500!UTM  19      -   1.00000292  x   0.99983236  =   0.99983528
 OC0500
 OC0500|---------------------------------------------------------------------|
 OC0500| PID    Reference Object                     Distance      Geod. Az  |
 OC0500|                                                           dddmmss.s |
 OC0500| OC2214 BC 205 FCT 1943                     237.982 METERS 03059     |
 OC0500| OC2189 SEWARDS POINT OP                    APPROX. 0.9 KM 0574117.3 |
 OC0500| OC0501 HIGBEE RM 1                          29.218 METERS 12950     |
 OC0500| OC0502 HIGBEE RM 2                          31.643 METERS 19957     |
 OC0500| OC2252 WHALE BACK LIGHTHOUSE               APPROX. 1.0 KM 2230508.4 |
 OC0500| OC2228 FORT STARK HECP MAST                APPROX. 2.2 KM 2472642.1 |
 OC0500| OC2268 KITTERY NAVY YARD TANK              APPROX. 4.6 KM 2974055.9 |
 OC0500| OC0503 FOSTER 148                          386.736 METERS 30605     |
 OC0500|---------------------------------------------------------------------|
 OC0500
 OC0500                          SUPERSEDED SURVEY CONTROL
 OC0500
 OC0500  NAD 83(1992)-  43 03 55.23495(N)    070 41 16.46496(W) AD(       ) 3
 OC0500  NAD 83(1986)-  43 03 55.23821(N)    070 41 16.46885(W) AD(       ) 3
 OC0500  NAD 27      -  43 03 54.91700(N)    070 41 18.28300(W) AD(       ) 3
 OC0500  NGVD 29 (??/??/92)    8.168  (m)           26.80   (f) ADJ UNCH    2 0
 OC0500
 OC0500.Superseded values are not recommended for survey control.
 OC0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0500.See file dsdata.txt to determine how the superseded data were derived.
 OC0500
 OC0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH6256669454(NAD 83)
 OC0500_MARKER: DD = SURVEY DISK
 OC0500_SETTING: 0 = UNSPECIFIED SETTING
 OC0500_STAMPING: HIGBEE 1941
 OC0500_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC0500
 OC0500  HISTORY     - Date     Condition        Report By
 OC0500  HISTORY     - 1941     MONUMENTED       CGS
 OC0500  HISTORY     - 1941     SEE DESCRIPTION  CGS
 OC0500  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OC0500  HISTORY     - 1943     GOOD             NGS
 OC0500  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OC0500  HISTORY     - 1976     MARK NOT FOUND   NGS
 OC0500  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 OC0500  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 OC0500  HISTORY     - 20050510 MARK NOT FOUND   GEOCAC
 OC0500
 OC0500                          STATION DESCRIPTION
 OC0500
 OC0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC0500'STATION IS LOCATED ON POCAHONTAS POINT, ON THE E SIDE OF GERRISH
 OC0500'ISLAND, ON THE PROPERTY OF MR. HIGBEE.  IT IS ON A PROMINENT
 OC0500'KNOLL JUST S OF THE FOUNDATION OF N OLD BUILDING, ABOUT 120 FT. N
 OC0500'OF THE POINT, AND ABOUT 450 YDS. N-NW OF HORN ISLAND.  IT IS A
 OC0500'U.S.E. ARMY MAP-CONTROL DISK, STAMPED HIGBEE 1941 AND SET IN A
 OC0500'DRILL HOLE IN A ROCK OUTCROP.
 OC0500'
 OC0500'REFERENCE MARK 1 IS A STANDARD REFERENCE-MARK DISK, SET IN A
 OC0500'DRILL HOLE IN A LARGE ROCK OUTCROP ABOUT 10 FT. FROM THE EDGE
 OC0500'OF THE BLUFF.
 OC0500'
 OC0500'REFERENCE MARK 2 IS A STANDARD REFERENCE-MARK DISK, SET IN A
 OC0500'DRILL HOLE IN LARGE ROCK OUTCROP ABOUT 20 FT. FROM THE EXTREME S
 OC0500'END OF THE POINT.
 OC0500'
 OC0500'WHALEBACK LIGHTHOUSE SERVES AS A GOOD AZIMUTH.
 OC0500
 OC0500                          STATION RECOVERY (1941)
 OC0500
 OC0500'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FLG)
 OC0500'STATION WAS RECOVERED AS DESCRIBED.
 OC0500
 OC0500                          STATION RECOVERY (1943)
 OC0500
 OC0500'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 OC0500'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN
 OC0500'GOOD CONDITION.  ORIGINAL DESCRIPTION SUBMITTED BY P.L.B. IN
 OC0500'1941 IS ADEQUATE.
 OC0500
 OC0500                          STATION RECOVERY (1943)
 OC0500
 OC0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 OC0500'1.4 MI SE FROM KITTERY POINT.
 OC0500'1.4 MILES SOUTHEAST OF KITTERY POINT, YORK COUNTY, AT POCAHONTAS
 OC0500'POINT, ON GERRISH ISLAND, AT THE SOUTHEAST SIDE OF THE ISLAND,
 OC0500'120 FEET NORTH OF THE POINT, AND ON A HIGH ROCKY KNOLL.
 OC0500
 OC0500                          STATION RECOVERY (1953)
 OC0500
 OC0500'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (PT)
 OC0500'THE STATION WAS NOT RECOVERED.  MEASUREMENTS FROM REFERENCE
 OC0500'MARKS 1 AND 2, WHICH WERE RECOVERED IN GOOD CONDITION, INDICATED
 OC0500'THAT THE STATION IS BURIED UNDER A CONCRETE REVETMENT WHICH
 OC0500'HAS BEEN BUILT IN THE AREA.
 OC0500
 OC0500                          STATION RECOVERY (1976)
 OC0500
 OC0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0500'MARK NOT FOUND.
 OC0500
 OC0500                          STATION RECOVERY (1988)
 OC0500
 OC0500'RECOVERY NOTE BY US POWER SQUADRON 1988 (RSR)
 OC0500'MARK NOT FOUND.
 OC0500
 OC0500                          STATION RECOVERY (1989)
 OC0500
 OC0500'RECOVERY NOTE BY US POWER SQUADRON 1989 (RSR)
 OC0500'MARK NOT FOUND.
 OC0500
 OC0500                          STATION RECOVERY (2005)
 OC0500
 OC0500'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 OC0500'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0501 ***********************************************************************
 OC0501  DESIGNATION -  HIGBEE RM 1
 OC0501  PID         -  OC0501
 OC0501  STATE/COUNTY-  ME/YORK
 OC0501  USGS QUAD   -  KITTERY (1989)
 OC0501
 OC0501                         *CURRENT SURVEY CONTROL
 OC0501  ___________________________________________________________________
 OC0501* NAD 83(1986)-  43 03 54.     (N)    070 41 16.     (W)     SCALED    
 OC0501* NAVD 88     -         6.949  (meters)      22.80   (feet)  ADJUSTED  
 OC0501  ___________________________________________________________________
 OC0501  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 OC0501  DYNAMIC HT  -           6.948 (meters)      22.80  (feet)  COMP
 OC0501  MODELED GRAV-     980,461.1   (mgal)                       NAVD 88
 OC0501
 OC0501  VERT ORDER  -  SECOND    CLASS 0
 OC0501
 OC0501.The horizontal coordinates were scaled from a topographic map and have
 OC0501.an estimated accuracy of +/- 6 seconds.
 OC0501
 OC0501.The orthometric height was determined by differential leveling
 OC0501.and adjusted by the National Geodetic Survey in June 1991..
 OC0501
 OC0501.The geoid height was determined by GEOID03.
 OC0501
 OC0501.The dynamic height is computed by dividing the NAVD 88
 OC0501.geopotential number by the normal gravity value computed on the
 OC0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0501.degrees latitude (g = 980.6199 gals.).
 OC0501
 OC0501.The modeled gravity was interpolated from observed gravity values.
 OC0501
 OC0501;                    North         East    Units  Estimated Accuracy
 OC0501;SPC ME W     -    25,870.      857,550.      MT  (+/- 180 meters Scaled)
 OC0501
 OC0501                          SUPERSEDED SURVEY CONTROL
 OC0501
 OC0501  NGVD 29 (??/??/92)    7.183  (m)           23.57   (f) ADJ UNCH    2 0
 OC0501
 OC0501.Superseded values are not recommended for survey control.
 OC0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0501.See file dsdata.txt to determine how the superseded data were derived.
 OC0501
 OC0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH625694(NAD 83)
 OC0501_MARKER: DR = REFERENCE MARK DISK
 OC0501_SETTING: 80 = SET IN A BOULDER
 OC0501_SP_SET: BOULDER
 OC0501_STAMPING: HIGBEE 1941 1
 OC0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC0501+STABILITY: SURFACE MOTION
 OC0501
 OC0501  HISTORY     - Date     Condition        Report By
 OC0501  HISTORY     - 1941     MONUMENTED       CGS
 OC0501  HISTORY     - 1943     GOOD             NGS
 OC0501  HISTORY     - 1976     GOOD             NGS
 OC0501
 OC0501                          STATION DESCRIPTION
 OC0501
 OC0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 OC0501'1.4 MI SE FROM KITTERY POINT.
 OC0501'96 FEET SOUTHEAST OF BENCH MARK HIGBEE (USE) DESCRIBED ABOVE,
 OC0501'10 FEET FROM THE EDGE OF THE BLUFF, AND ON A LARGE BOULDER.
 OC0501'NOTE-- FOR DESCR. SEE STATION HIGBEE.
 OC0501
 OC0501                          STATION RECOVERY (1976)
 OC0501
 OC0501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0501'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0502 ***********************************************************************
 OC0502  DESIGNATION -  HIGBEE RM 2
 OC0502  PID         -  OC0502
 OC0502  STATE/COUNTY-  ME/YORK
 OC0502  USGS QUAD   -  KITTERY (1989)
 OC0502
 OC0502                         *CURRENT SURVEY CONTROL
 OC0502  ___________________________________________________________________
 OC0502* NAD 83(1986)-  43 03 54.     (N)    070 41 16.     (W)     SCALED    
 OC0502* NAVD 88     -         6.222  (meters)      20.41   (feet)  ADJUSTED  
 OC0502  ___________________________________________________________________
 OC0502  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 OC0502  DYNAMIC HT  -           6.221 (meters)      20.41  (feet)  COMP
 OC0502  MODELED GRAV-     980,461.1   (mgal)                       NAVD 88
 OC0502
 OC0502  VERT ORDER  -  SECOND    CLASS 0
 OC0502
 OC0502.The horizontal coordinates were scaled from a topographic map and have
 OC0502.an estimated accuracy of +/- 6 seconds.
 OC0502
 OC0502.The orthometric height was determined by differential leveling
 OC0502.and adjusted by the National Geodetic Survey in June 1991..
 OC0502
 OC0502.The geoid height was determined by GEOID03.
 OC0502
 OC0502.The dynamic height is computed by dividing the NAVD 88
 OC0502.geopotential number by the normal gravity value computed on the
 OC0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0502.degrees latitude (g = 980.6199 gals.).
 OC0502
 OC0502.The modeled gravity was interpolated from observed gravity values.
 OC0502
 OC0502;                    North         East    Units  Estimated Accuracy
 OC0502;SPC ME W     -    25,870.      857,550.      MT  (+/- 180 meters Scaled)
 OC0502
 OC0502                          SUPERSEDED SURVEY CONTROL
 OC0502
 OC0502  NGVD 29 (??/??/92)    6.456  (m)           21.18   (f) ADJ UNCH    2 0
 OC0502
 OC0502.Superseded values are not recommended for survey control.
 OC0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0502.See file dsdata.txt to determine how the superseded data were derived.
 OC0502
 OC0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH625694(NAD 83)
 OC0502_MARKER: DR = REFERENCE MARK DISK
 OC0502_SETTING: 80 = SET IN A BOULDER
 OC0502_SP_SET: BOULDER
 OC0502_STAMPING: HIGBEE 1941 2
 OC0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC0502+STABILITY: SURFACE MOTION
 OC0502_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OC0502+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2005
 OC0502
 OC0502  HISTORY     - Date     Condition        Report By
 OC0502  HISTORY     - 1941     MONUMENTED       CGS
 OC0502  HISTORY     - 1943     GOOD             NGS
 OC0502  HISTORY     - 1976     GOOD             NGS
 OC0502  HISTORY     - 20050510 GOOD             GEOCAC
 OC0502
 OC0502                          STATION DESCRIPTION
 OC0502
 OC0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 OC0502'1.4 MI SE FROM KITTERY POINT.
 OC0502'104 FEET SOUTH OF BENCH MARK HIGBEE (USE) DESCRIBED ABOVE, 20
 OC0502'FEET FROM THE EXTREME SOUTH END OF THE POINT, AND IN A LARGE
 OC0502'BOULDER.  NOTE-- FOR DESCR. SEE STATION HIGBEE.
 OC0502
 OC0502                          STATION RECOVERY (1976)
 OC0502
 OC0502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0502'RECOVERED IN GOOD CONDITION.
 OC0502
 OC0502                          STATION RECOVERY (2005)
 OC0502
 OC0502'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 OC0502'HANDHELD COORDINATES ARE N43-03-54.36 W070-41-16.98.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1410 ***********************************************************************
 PE1410  DESIGNATION -  HIGGINS
 PE1410  PID         -  PE1410
 PE1410  STATE/COUNTY-  ME/SAGADAHOC
 PE1410  USGS QUAD   -  RICHMOND (1980)
 PE1410
 PE1410                         *CURRENT SURVEY CONTROL
 PE1410  ___________________________________________________________________
 PE1410* NAD 83(1986)-  44 05 32.     (N)    069 48 49.     (W)     SCALED    
 PE1410* NAVD 88     -        55.554  (meters)     182.26   (feet)  ADJUSTED  
 PE1410  ___________________________________________________________________
 PE1410  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 PE1410  DYNAMIC HT  -          55.549 (meters)     182.25  (feet)  COMP
 PE1410  MODELED GRAV-     980,519.6   (mgal)                       NAVD 88
 PE1410
 PE1410  VERT ORDER  -  SECOND    CLASS I
 PE1410
 PE1410.The horizontal coordinates were scaled from a topographic map and have
 PE1410.an estimated accuracy of +/- 6 seconds.
 PE1410
 PE1410.The orthometric height was determined by differential leveling
 PE1410.and adjusted by the National Geodetic Survey in June 1991..
 PE1410
 PE1410.The geoid height was determined by GEOID03.
 PE1410
 PE1410.The dynamic height is computed by dividing the NAVD 88
 PE1410.geopotential number by the normal gravity value computed on the
 PE1410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1410.degrees latitude (g = 980.6199 gals.).
 PE1410
 PE1410.The modeled gravity was interpolated from observed gravity values.
 PE1410
 PE1410;                    North         East    Units  Estimated Accuracy
 PE1410;SPC ME W     -   139,920.      928,270.      MT  (+/- 180 meters Scaled)
 PE1410
 PE1410                          SUPERSEDED SURVEY CONTROL
 PE1410
 PE1410  NGVD 29 (??/??/92)   55.759  (m)          182.94   (f) ADJ UNCH    2 1
 PE1410
 PE1410.Superseded values are not recommended for survey control.
 PE1410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1410.See file dsdata.txt to determine how the superseded data were derived.
 PE1410
 PE1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ348824(NAD 83)
 PE1410_MARKER: DD = SURVEY DISK
 PE1410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1410_STAMPING: HIGGINS 1974
 PE1410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1410+STABILITY: SURFACE MOTION
 PE1410
 PE1410  HISTORY     - Date     Condition        Report By
 PE1410  HISTORY     - 1974     MONUMENTED       MEDT
 PE1410  HISTORY     - 1975     GOOD             MEDT
 PE1410  HISTORY     - 19920717 MARK NOT FOUND   USPSQD
 PE1410
 PE1410                          STATION DESCRIPTION
 PE1410
 PE1410'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 PE1410'2.2 MI E FROM RICHMOND.
 PE1410'ABOUT 2.25 MILES EAST ALONG STATE ROUTE 197 FROM THE STATE ROUTE
 PE1410'197 OVERPASS CROSSING I-95 (AND ALSO ABOUT 1.05 MILES WEST
 PE1410'ALONG ROUTE 197 FROM THE RICHMOND POST OFFICE), THENCE ABOUT 0.15
 PE1410'MILE NORTH ALONG TRACK ROAD TO THE RESERVOIR AND STATION ON
 PE1410'WEST EDGE.  A DISK SET FLUSH IN THE TOP OF A FLUSH CONCRETE POST
 PE1410'25 FEET EAST OF TRACK ROAD CENTERLINE, 12.8 FEET WEST OF HIGH
 PE1410'WATER MARK IN RESERVOIR, 5.4 FEET WEST OF FENCE AROUND RESERVOIR,
 PE1410'AND 5.0 FEET WEST OF METAL WITNESS POST.
 PE1410
 PE1410                          STATION RECOVERY (1992)
 PE1410
 PE1410'RECOVERY NOTE BY US POWER SQUADRON 1992 (AMW)
 PE1410'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1870 ***********************************************************************
 PE1870  DESIGNATION -  HIGGINS
 PE1870  PID         -  PE1870
 PE1870  STATE/COUNTY-  ME/HANCOCK
 PE1870  USGS QUAD   -  SALSBURY COVE (1981)
 PE1870
 PE1870                         *CURRENT SURVEY CONTROL
 PE1870  ___________________________________________________________________
 PE1870* NAD 83(1996)-  44 23 20.03970(N)    068 22 07.16905(W)     ADJUSTED  
 PE1870* NAVD 88     -        40.     (meters)     131.     (feet)  SCALED    
 PE1870  ___________________________________________________________________
 PE1870  LAPLACE CORR-           6.21  (seconds)                    DEFLEC99
 PE1870  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 PE1870
 PE1870  HORZ ORDER  -  SECOND
 PE1870
 PE1870.The horizontal coordinates were established by classical geodetic methods
 PE1870.and adjusted by the National Geodetic Survey in March 1998..
 PE1870
 PE1870.The orthometric height was scaled from a topographic map.
 PE1870
 PE1870.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1870
 PE1870.The geoid height was determined by GEOID03.
 PE1870
 PE1870;                    North         East     Units Scale Factor Converg.
 PE1870;SPC ME E     -    80,249.713   310,464.336   MT  0.99990135   +0 05 30.8
 PE1870;UTM  19      - 4,915,262.380   550,285.503   MT  0.99963110   +0 26 29.9
 PE1870
 PE1870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1870!SPC ME E     -   0.99999756  x   0.99990135  =   0.99989891
 PE1870!UTM  19      -   0.99999756  x   0.99963110  =   0.99962867
 PE1870
 PE1870:                Primary Azimuth Mark                     Grid Az
 PE1870:SPC ME E     -  MT DESERT NARROWS N TRANSM TWR           000 42 04.2
 PE1870:UTM  19      -  MT DESERT NARROWS N TRANSM TWR           000 21 05.1
 PE1870
 PE1870|---------------------------------------------------------------------|
 PE1870| PID    Reference Object                     Distance      Geod. Az  |
 PE1870|                                                           dddmmss.s |
 PE1870| PE1871 MT DESERT NARROWS N TRANSM TWR      APPROX. 4.8 KM 0004735.0 |
 PE1870| PE1869 MT DESERT NARROWS S TRANSM TWR      APPROX. 4.5 KM 0020655.4 |
 PE1870| PE1886 EAST TRENTON TALL WHITE SPIRE       APPROX.10.2 KM 0111627.6 |
 PE1870| PE1867 EAST LAMOINE GRAY CHURCH SPIRE      APPROX. 9.5 KM 0234317.7 |
 PE1870| CE7993 HIGGINS RM 1                          7.300 METERS 05551     |
 PE1870| CE7994 HIGGINS RM 2                         15.055 METERS 30956     |
 PE1870| PE1941 WEST TRENTON                        APPROX. 6.1 KM 3331652.0 |
 PE1870| PE1939 WEST TRENTON UNION CHURCH           APPROX. 5.9 KM 3344908.0 |
 PE1870|---------------------------------------------------------------------|
 PE1870
 PE1870                          SUPERSEDED SURVEY CONTROL
 PE1870
 PE1870  NAD 83(1992)-  44 23 20.03763(N)    068 22 07.16262(W) AD(       ) 2
 PE1870  NAD 83(1986)-  44 23 20.03705(N)    068 22 07.16667(W) AD(       ) 2
 PE1870  NAD 27      -  44 23 19.75600(N)    068 22 09.10300(W) AD(       ) 2
 PE1870
 PE1870.Superseded values are not recommended for survey control.
 PE1870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1870.See file dsdata.txt to determine how the superseded data were derived.
 PE1870
 PE1870_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK5028615262(NAD 83)
 PE1870
 PE1870  HISTORY     - Date     Condition        Report By
 PE1870  HISTORY     - 1865     MONUMENTED       CGS
 PE1870  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE1870  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE1870  HISTORY     - 1988     GOOD             USPSQD
 PE1870  HISTORY     - 20050613 GOOD             INDIV
 PE1870
 PE1870                          STATION DESCRIPTION
 PE1870
 PE1870'DESCRIBED BY COAST AND GEODETIC SURVEY 1865 (GAF)
 PE1870'ON THE N SIDE OF THE HILL ON INDIAN POINT, W SIDE OF MOUNT
 PE1870'DESERT ISLAND, ABOUT 1-3/4 MILES W BY S FROM TOWN HILL.
 PE1870'
 PE1870'THE STATION IS ABOUT 1/4 MILE FROM THE END OF THE POINT, 1/8
 PE1870'MILE FROM THE SHORE OF CLARKS OR NORTHWEST COVE, AND 1/2 MILE
 PE1870'N OF THE W SHORE ROAD.  A BRANCH ROAD TO INDIAN POINT PASSES
 PE1870'CLOSE TO THE STATION, WHICH IS MARKED BY A COPPER BOLT SET IN
 PE1870'A HOLE IN A ROCK.  THE LAND THEN BELONGED TO SYLVANUS HIGGINS.
 PE1870
 PE1870                          STATION RECOVERY (1934)
 PE1870
 PE1870'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1870'ON THE NW SIDE OF MOUNT DESERT ISLAND, ON INDIAN POINT ON
 PE1870'WESTERN BAY, ABOUT 1/4 MILE W OF NORTHWEST COVE AND ABOUT 1/2
 PE1870'MILE S OF THE N TIP OF THE POINT.
 PE1870'
 PE1870'THE STATION, IS IN A SMALL OUTCROPPING LEDGE, SURROUNDED BY
 PE1870'TREES ABOUT 50 FEET HIGH.  AN OLD RAIL FENCE RUNS PARALLEL TO
 PE1870'THE ROAD ON THE E SIDE AND A TRIANGULAR BLAZE WAS CUT IN A TREE
 PE1870'IN THE FENCE LINE OPPOSITE THE STATION.  THE STATION IS 36 FEET
 PE1870'E OF THE CENTER LINE OF THE ROAD.
 PE1870'
 PE1870'R.M. NO. 1, A STANDARD BRONZE DISK WEDGED IN A BOULDER 2 FEET
 PE1870'HIGH AND 57 FEET E OF THE CENTER LINE OF THE ROAD OPPOSITE THE
 PE1870'TRIANGULAR BLAZE.  REFERENCE MARK NO. 2, A STANDARD BRONZE DISK
 PE1870'SET IN CONCRETE AS DESCRIBED IN NOTE 11A, IS JUST E OF THE
 PE1870'FENCE LINE AND 40 FEET N OF THE BLAZE.
 PE1870'
 PE1870'TO REACH THE STATION FROM ELLSWORTH, GO S ON HIGHWAY 3 TO THE
 PE1870'JUNCTION OF HIGHWAY 198.  FROM HERE CONTINUE S 2 MILES ON
 PE1870'HIGHWAY 198 AND THEN TURN RIGHT ON SURFACED ROAD AT SIGN
 PE1870'INDIAN POINT, FOLLOW 1.6 MILES AND TAKE RIGHT FORK.  CONTINUE
 PE1870'ABOUT 0.15 MILE AND TAKE ROAD RIGHT AT SIGN INDIAN
 PE1870'POINT.  FOLLOW 1/2 MILE TO BLAZE ON RIGHT.
 PE1870'
 PE1870'A 50-FOOT TOWER WAS USED IN 1934.
 PE1870
 PE1870                          STATION RECOVERY (1944)
 PE1870
 PE1870'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1870'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION AS
 PE1870'DESCRIBED BY K.G.C. IN 1934.  DISTANCE TO REFERENCE MARKS
 PE1870'WERE CHECKED.
 PE1870
 PE1870                          STATION RECOVERY (1988)
 PE1870
 PE1870'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE1870'RECOVERED IN GOOD CONDITION.
 PE1870
 PE1870                          STATION RECOVERY (2005)
 PE1870
 PE1870'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JKM)
 PE1870'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 PE1870'CONDITION.  THE FENCE AND BLAZED TREE WERE NOT FOUND.  A STANDARD
 PE1870'METAL WITNESS SIGN IS ATTACHED TO A SMALL TREE ADJACENT TO THE STATION
 PE1870'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2448 ***********************************************************************
 PE2448  DESIGNATION -  HIGGINS MEDOT 1975
 PE2448  PID         -  PE2448
 PE2448  STATE/COUNTY-  ME/SAGADAHOC
 PE2448  USGS QUAD   -  RICHMOND (1980)
 PE2448
 PE2448                         *CURRENT SURVEY CONTROL
 PE2448  ___________________________________________________________________
 PE2448* NAD 83(1996)-  44 05 37.52932(N)    069 49 36.74662(W)     ADJUSTED  
 PE2448* NAVD 88     -        55.55   (+/-2cm)     182.3    (feet)  VERTCON   
 PE2448  ___________________________________________________________________
 PE2448  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 PE2448  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 PE2448
 PE2448  HORZ ORDER  -  SECOND
 PE2448  VERT ORDER  -  THIRD ? (See Below)
 PE2448
 PE2448.The horizontal coordinates were established by classical geodetic methods
 PE2448.and adjusted by the National Geodetic Survey in March 1998..
 PE2448
 PE2448.The NAVD 88 height was computed by applying the VERTCON shift value to
 PE2448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PE2448.The vertical order pertains to the NGVD 29 superseded value.
 PE2448
 PE2448.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2448
 PE2448.The geoid height was determined by GEOID03.
 PE2448
 PE2448;                    North         East     Units Scale Factor Converg.
 PE2448;SPC ME W     -   140,086.909   927,209.616   MT  0.99997577   +0 14 11.2
 PE2448;UTM  19      - 4,882,618.788   433,810.516   MT  0.99965388   -0 34 31.4
 PE2448
 PE2448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2448!SPC ME W     -   0.99999535  x   0.99997577  =   0.99997112
 PE2448!UTM  19      -   0.99999535  x   0.99965388  =   0.99964923
 PE2448
 PE2448|---------------------------------------------------------------------|
 PE2448| PID    Reference Object                     Distance      Geod. Az  |
 PE2448|                                                           dddmmss.s |
 PE2448| PE2447 HIGGINS MEDOT 1975 RM 1              17.477 METERS 17509     |
 PE2448| PE1420 BAMFORD                             APPROX. 8.8 KM 2330534.9 |
 PE2448|---------------------------------------------------------------------|
 PE2448
 PE2448                          SUPERSEDED SURVEY CONTROL
 PE2448
 PE2448  NAD 83(1992)-  44 05 37.52809(N)    069 49 36.74599(W) AD(       ) 2
 PE2448  NAD 83(1986)-  44 05 37.53342(N)    069 49 36.75082(W) AD(       ) 2
 PE2448  NAD 27      -  44 05 37.26862(N)    069 49 38.59679(W) AD(       ) 2
 PE2448  NGVD 29 (07/19/86)   55.76   (m)          182.9    (f) LEVELING    3  
 PE2448
 PE2448.Superseded values are not recommended for survey control.
 PE2448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2448.See file dsdata.txt to determine how the superseded data were derived.
 PE2448
 PE2448_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3381182619(NAD 83)
 PE2448_MARKER: DD = SURVEY DISK
 PE2448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE2448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE2448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE2448+STABILITY: SURFACE MOTION
 PE2448
 PE2448  HISTORY     - Date     Condition        Report By
 PE2448  HISTORY     - 1975     MONUMENTED       MEDT
 PE2448  HISTORY     - 19920717 MARK NOT FOUND   USPSQD
 PE2448
 PE2448                          STATION DESCRIPTION
 PE2448
 PE2448'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975 (RCA)
 PE2448'THE STATION IS LOCATED ON THE NORTH SIDE OF STATE ROUTE 197, IN THE
 PE2448'TOWN OF RICHMOND, ON THE WEST EDGE OF A RESERVOIR, 1.0 MILES WEST
 PE2448'OF RICHMOND, 5-1/2 MILES SOUTH OF GARDINER, 5 MILES NORTH OF
 PE2448'BOWDOINHAM, AND ON PROPERTY OWNED BY THE TOWN OF RICHMOND.
 PE2448'
 PE2448'TO REACH THE STATION FROM THE U.S. POST OFFICE IN RICHMOND, GO
 PE2448'WEST ON STATE ROUTE 197 FOR 1.05 MILES TO A TRACK ROAD ON THE
 PE2448'RIGHT, TURN RIGHT AND PROCEED 0.15 MILES TO THE RICHMOND WATER
 PE2448'DISTRICT RESERVOIR, AND THE STATION ON THE WEST RIM.
 PE2448'
 PE2448'THE STATION MARK IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 PE2448'DISK, STAMPED 1974 HIGGINS, SET IN THE TOP OF A 12-INCH
 PE2448'CYLINDRICAL MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE
 PE2448'GROUND.  THE SUB-SURFACE MARK IS AN ALUMINUM DISK STAMPED HIGGINS
 PE2448'1974, SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 53-INCHES BELOW
 PE2448'THE SURFACE OF THE GROUND.  THE STATION MARK IS 5.0 FEET WEST OF
 PE2448'A METAL WITNESS POST AND SIGN, 5.4 FEET WEST OF A FENCE, 12.8
 PE2448'FEET WEST OF THE HIGH WATER MARK, AND 25.0 FEET EAST OF THE
 PE2448'CENTER OF THE TRACK ROAD, AND ABOUT 6 FEET HIGHER THAN THE
 PE2448'ROAD.
 PE2448'
 PE2448'REFERENCE MARK 1 IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 PE2448'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 PE2448'STAMPED RM 1 1974 HIGGINS, AND FLUSH WITH THE SURFACE OF THE
 PE2448'GROUND.  IT IS 7.5 FEET SOUTHWEST OF A FENCE, 13.5 FEET SOUTHWEST
 PE2448'OF THE HIGH WATER MARK, AND 24.0 FEET NORTHEAST OF THE CENTER OF
 PE2448'THE TRACK ROAD, AND ABOUT THE SAME HEIGHT AS THE STATION.
 PE2448'
 PE2448'NO REFERENCE MARK 2 OR AZIMUTH MARK WERE SET AT THIS TIME.
 PE2448'
 PE2448'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 PE2448
 PE2448                          STATION RECOVERY (1992)
 PE2448
 PE2448'RECOVERY NOTE BY US POWER SQUADRON 1992 (AMW)
 PE2448'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2447 ***********************************************************************
 PE2447  DESIGNATION -  HIGGINS MEDOT 1975 RM 1
 PE2447  PID         -  PE2447
 PE2447  STATE/COUNTY-  ME/SAGADAHOC
 PE2447  USGS QUAD   -  RICHMOND (1980)
 PE2447
 PE2447                         *CURRENT SURVEY CONTROL
 PE2447  ___________________________________________________________________
 PE2447* NAD 83(1996)-  44 05 36.96509(N)    069 49 36.68025(W)     ADJUSTED  
 PE2447* NAVD 88     -        55.47   (+/-2cm)     182.0    (feet)  VERTCON   
 PE2447  ___________________________________________________________________
 PE2447  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 PE2447  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 PE2447
 PE2447  HORZ ORDER  -  SECOND
 PE2447  VERT ORDER  -  THIRD ? (See Below)
 PE2447
 PE2447.The horizontal coordinates were established by classical geodetic methods
 PE2447.and adjusted by the National Geodetic Survey in March 1998..
 PE2447
 PE2447.The NAVD 88 height was computed by applying the VERTCON shift value to
 PE2447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PE2447.The vertical order pertains to the NGVD 29 superseded value.
 PE2447
 PE2447.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2447
 PE2447.The geoid height was determined by GEOID03.
 PE2447
 PE2447;                    North         East     Units Scale Factor Converg.
 PE2447;SPC ME W     -   140,069.501   927,211.164   MT  0.99997577   +0 14 11.2
 PE2447;UTM  19      - 4,882,601.365   433,811.817   MT  0.99965388   -0 34 31.3
 PE2447
 PE2447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2447!SPC ME W     -   0.99999536  x   0.99997577  =   0.99997113
 PE2447!UTM  19      -   0.99999536  x   0.99965388  =   0.99964924
 PE2447
 PE2447|---------------------------------------------------------------------|
 PE2447| PID    Reference Object                     Distance      Geod. Az  |
 PE2447|                                                           dddmmss.s |
 PE2447| PE2448 HIGGINS MEDOT 1975                   17.477 METERS 35509     |
 PE2447|---------------------------------------------------------------------|
 PE2447
 PE2447                          SUPERSEDED SURVEY CONTROL
 PE2447
 PE2447  NAD 83(1992)-  44 05 36.96386(N)    069 49 36.67961(W) AD(       ) 2
 PE2447  NAD 83(1986)-  44 05 36.96919(N)    069 49 36.68445(W) AD(       ) 2
 PE2447  NAD 27      -  44 05 36.70432(N)    069 49 38.53036(W) AD(       ) 2
 PE2447  NGVD 29 (07/19/86)   55.67   (m)          182.6    (f) LEVELING    3  
 PE2447
 PE2447.Superseded values are not recommended for survey control.
 PE2447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2447.See file dsdata.txt to determine how the superseded data were derived.
 PE2447
 PE2447_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3381282601(NAD 83)
 PE2447_MARKER: DD = SURVEY DISK
 PE2447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE2447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE2447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE2447+STABILITY: SURFACE MOTION
 PE2447
 PE2447  HISTORY     - Date     Condition        Report By
 PE2447  HISTORY     - 1975     MONUMENTED       MEDT
 PE2447  HISTORY     - 19920717 MARK NOT FOUND   USPSQD
 PE2447
 PE2447                          STATION DESCRIPTION
 PE2447
 PE2447'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975 (RCA)
 PE2447'MARK IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION DISK SET
 PE2447'IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT, STAMPED
 PE2447'RM 1 1974 HIGGINS, AND FLUSH WITH THE SURFACE OF THE GROUND.  IT
 PE2447'IS 7.5 FEET SOUTHWEST OF A FENCE, 13.5 FEET SOUTHWEST OF THE HIGH
 PE2447'WATER MARK, AND 24.0 FEET NORTHEAST OF THE CENTER OF THE TRACK
 PE2447'ROAD, AND ABOUT THE SAME HEIGHT AS THE STATION.
 PE2447
 PE2447                          STATION RECOVERY (1992)
 PE2447
 PE2447'RECOVERY NOTE BY US POWER SQUADRON 1992 (AMW)
 PE2447'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1411 ***********************************************************************
 PE1411  DESIGNATION -  HIGGINS RM 1
 PE1411  PID         -  PE1411
 PE1411  STATE/COUNTY-  ME/SAGADAHOC
 PE1411  USGS QUAD   -  RICHMOND (1980)
 PE1411
 PE1411                         *CURRENT SURVEY CONTROL
 PE1411  ___________________________________________________________________
 PE1411* NAD 83(1986)-  44 05 32.     (N)    069 48 49.     (W)     SCALED    
 PE1411* NAVD 88     -        55.462  (meters)     181.96   (feet)  ADJUSTED  
 PE1411  ___________________________________________________________________
 PE1411  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 PE1411  DYNAMIC HT  -          55.457 (meters)     181.95  (feet)  COMP
 PE1411  MODELED GRAV-     980,519.6   (mgal)                       NAVD 88
 PE1411
 PE1411  VERT ORDER  -  SECOND    CLASS I
 PE1411
 PE1411.The horizontal coordinates were scaled from a topographic map and have
 PE1411.an estimated accuracy of +/- 6 seconds.
 PE1411
 PE1411.The orthometric height was determined by differential leveling
 PE1411.and adjusted by the National Geodetic Survey in June 1991..
 PE1411
 PE1411.The geoid height was determined by GEOID03.
 PE1411
 PE1411.The dynamic height is computed by dividing the NAVD 88
 PE1411.geopotential number by the normal gravity value computed on the
 PE1411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1411.degrees latitude (g = 980.6199 gals.).
 PE1411
 PE1411.The modeled gravity was interpolated from observed gravity values.
 PE1411
 PE1411;                    North         East    Units  Estimated Accuracy
 PE1411;SPC ME W     -   139,920.      928,270.      MT  (+/- 180 meters Scaled)
 PE1411
 PE1411                          SUPERSEDED SURVEY CONTROL
 PE1411
 PE1411  NGVD 29 (??/??/92)   55.667  (m)          182.63   (f) ADJ UNCH    2 1
 PE1411
 PE1411.Superseded values are not recommended for survey control.
 PE1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1411.See file dsdata.txt to determine how the superseded data were derived.
 PE1411
 PE1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ348824(NAD 83)
 PE1411_MARKER: DD = SURVEY DISK
 PE1411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1411_STAMPING: HIGGINS RM 1 1974
 PE1411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1411+STABILITY: SURFACE MOTION
 PE1411
 PE1411  HISTORY     - Date     Condition        Report By
 PE1411  HISTORY     - 1974     MONUMENTED       MEDT
 PE1411  HISTORY     - 1975     GOOD             MEDT
 PE1411  HISTORY     - 1986     GOOD             USPSQD
 PE1411  HISTORY     - 19920717 MARK NOT FOUND   USPSQD
 PE1411
 PE1411                          STATION DESCRIPTION
 PE1411
 PE1411'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 PE1411'2.2 MI E FROM RICHMOND.
 PE1411'ABOUT 2.25 MILES EAST ALONG STATE ROUTE 197 FROM THE STATE
 PE1411'ROUTE 197 OVERPASS CROSSING I-95 (AND ALSO ABOUT 1.05 MILES
 PE1411'WEST ALONG ROUTE 197 FROM THE RICHMOND POST OFFICE), THENCE
 PE1411'ABOUT 0.15 MILE NORTH ALONG TRACK ROAD ALONG WEST EDGE OF
 PE1411'RESERVOIR.  A DISK SET FLUSH IN THE TOP OF A CONCRETE POST 24.0
 PE1411'FEET NORTHEAST OF THE CENTERLINE OF THE TRACK ROAD, 13.5 FEET
 PE1411'SOUTHWEST OF THE HIGH WATER MARK IN THE RESERVOIR, 7.5 FEET
 PE1411'SOUTHWEST OF THE FENCE AROUND THE RESERVOIR AND 57.33 FEET
 PE1411'SOUTHEAST OF STATION MARK DESCRIBED.
 PE1411
 PE1411                          STATION RECOVERY (1986)
 PE1411
 PE1411'RECOVERY NOTE BY US POWER SQUADRON 1986 (JL)
 PE1411'RECOVERED IN GOOD CONDITION.
 PE1411
 PE1411                          STATION RECOVERY (1992)
 PE1411
 PE1411'RECOVERY NOTE BY US POWER SQUADRON 1992 (AMW)
 PE1411'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1093 ***********************************************************************
 PD1093  DESIGNATION -  HIGH
 PD1093  PID         -  PD1093
 PD1093  STATE/COUNTY-  ME/WASHINGTON
 PD1093  USGS QUAD   -  WHITNEYVILLE (1977)
 PD1093
 PD1093                         *CURRENT SURVEY CONTROL
 PD1093  ___________________________________________________________________
 PD1093* NAD 83(1996)-  44 39 43.61640(N)    067 32 24.05999(W)     ADJUSTED  
 PD1093* NAVD 88     -        57.6    (meters)     189.     (feet)  VERTCON   
 PD1093  ___________________________________________________________________
 PD1093  LAPLACE CORR-           6.04  (seconds)                    DEFLEC99
 PD1093  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 PD1093
 PD1093  HORZ ORDER  -  SECOND
 PD1093
 PD1093.The horizontal coordinates were established by classical geodetic methods
 PD1093.and adjusted by the National Geodetic Survey in March 1998..
 PD1093
 PD1093.The NAVD 88 height was computed by applying the VERTCON shift value to
 PD1093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PD1093
 PD1093.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1093
 PD1093.The geoid height was determined by GEOID03.
 PD1093
 PD1093;                    North         East     Units Scale Factor Converg.
 PD1093;SPC ME E     -   111,047.020   376,127.624   MT  0.99997125   +0 40 29.4
 PD1093;UTM  19      - 4,946,453.536   615,743.475   MT  0.99976474   +1 01 34.9
 PD1093
 PD1093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD1093!SPC ME E     -   0.99999459  x   0.99997125  =   0.99996584
 PD1093!UTM  19      -   0.99999459  x   0.99976474  =   0.99975934
 PD1093
 PD1093:                Primary Azimuth Mark                     Grid Az
 PD1093:SPC ME E     -  MARSTIN RESET                            098 38 15.0
 PD1093:UTM  19      -  MARSTIN RESET                            098 17 09.5
 PD1093
 PD1093|---------------------------------------------------------------------|
 PD1093| PID    Reference Object                     Distance      Geod. Az  |
 PD1093|                                                           dddmmss.s |
 PD1093| PD1027 MARSTIN RESET                       APPROX. 7.1 KM 0991844.4 |
 PD1093| PD1036 BUCKS HARBOR USAF STA N RADOME      APPROX.12.0 KM 1072906.3 |
 PD1093| PD0477 HIGH AZ MK                                         1464131.8 |
 PD1093| CE7996 HIGH RM 1                             6.510 METERS 24925     |
 PD1093| CE7997 HIGH RM 2                             2.770 METERS 33955     |
 PD1093|---------------------------------------------------------------------|
 PD1093
 PD1093                          SUPERSEDED SURVEY CONTROL
 PD1093
 PD1093  NAD 83(1992)-  44 39 43.61252(N)    067 32 24.05804(W) AD(       ) 2
 PD1093  NAD 83(1986)-  44 39 43.60862(N)    067 32 24.06061(W) AD(       ) 2
 PD1093  NAD 27      -  44 39 43.33200(N)    067 32 26.09300(W) AD(       ) 2
 PD1093  NGVD 29 (07/19/86)   57.8    (m)          190.     (f) VERT ANG       
 PD1093
 PD1093.Superseded values are not recommended for survey control.
 PD1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1093.See file dsdata.txt to determine how the superseded data were derived.
 PD1093
 PD1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK1574346454(NAD 83)
 PD1093_MARKER: DS = TRIANGULATION STATION DISK
 PD1093_SETTING: 66 = SET IN ROCK OUTCROP
 PD1093
 PD1093  HISTORY     - Date     Condition        Report By
 PD1093  HISTORY     - 1934     MONUMENTED       CGS
 PD1093  HISTORY     - 1945     GOOD             CGS
 PD1093  HISTORY     - 1959     GOOD             CGS
 PD1093  HISTORY     - 1960     GOOD             CGS
 PD1093  HISTORY     - 1973     GOOD             MEDT
 PD1093
 PD1093                          STATION DESCRIPTION
 PD1093
 PD1093'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PD1093'THE STATION IS ON HIGH HILL, 1 MILE E OF JONESBORO AND 200 METERS
 PD1093'N OF THE ROGUE BLUFFS ROAD AT A POINT 0.8 MILE E OF ITS JUNCTION
 PD1093'WITH HIGHWAY 1.  THE STATION IS 3 METERS S OF THE HIGHEST POINT
 PD1093'OF THE HILL.
 PD1093'
 PD1093'STATION AND REFERENCE MARKS ARE STANDARD DISKS WEDGED IN DRILL
 PD1093'HOLES IN OUTCROPPING BEDROCK.
 PD1093'
 PD1093'REFERENCE MARK NO. 2 IS ON THE HIGHEST POINT AND REFERENCE MARK
 PD1093'NO. 1 IS W OF THE STATION AND ABOUT 1 METER LOWER.
 PD1093'
 PD1093'THERE IS NO TRAIL UP THE HILL BUT THE BEST APPROACH IS THROUGH
 PD1093'THE BARNYARD OF THE HOUSE AT THE FOOT OF THE SLOPE.
 PD1093'
 PD1093'HEIGHT OF LIGHT ABOVE STATION MARK 6 METERS.
 PD1093
 PD1093                          STATION RECOVERY (1945)
 PD1093
 PD1093'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (FLP)
 PD1093'STATION AND RMS RECOVERED IN GOOD CONDITION.  DISTANCES TO RMS
 PD1093'WERE MEASURED AND CHECKED.
 PD1093
 PD1093                          STATION RECOVERY (1959)
 PD1093
 PD1093'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GFW)
 PD1093'STATION MARK AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 PD1093'DISTANCES TO R.M. NO. 1 AND R.M. NO. 2 WERE VERIFIED.  THE
 PD1093'PUBLISHED DESCRIPTION IS ADEQUATE AND CORRECT.
 PD1093
 PD1093                          STATION RECOVERY (1960)
 PD1093
 PD1093'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HRL)
 PD1093'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE
 PD1093'IN GOOD CONDITION.  THE DISTANCE TO THE REFERENCE MARKS AND THE
 PD1093'DIRECTION TO REFERENCE MARK NO. 1 WERE CHECKED.  REFERENCE MARK
 PD1093'NO. 2 WAS TOO NEAR TO FOCUS ON, SO WAS NOT TAKEN.  AN AZIMUTH
 PD1093'MARK WAS ESTABLISHED.  THE ORIGINAL DESCRIPTION IS ADEQUATE BUT
 PD1093'A NEW TO REACH STATION DESCRIPTION FOLLOWS.
 PD1093'
 PD1093'TO REACH STATION FROM THE POST OFFICE IN JONESBORO GO EAST ON
 PD1093'U.S. HIGHWAY 1 FOR 0.3 MILE TO A FORK.  TAKE RIGHT FORK AND GO
 PD1093'0.85 MILE TO A FORK.  TAKE RIGHT FORK AND GO 0.8 MILE TO THE HOME
 PD1093'OF MR. RICHARD ELKHORN ON THE LEFT AND THE END OF TRUCK
 PD1093'TRAVEL.  WALK NORTH UP HILL FOR ABOUT 600 FEET TO THE HIGHEST
 PD1093'POINT AND STATION.
 PD1093'
 PD1093'AZIMUTH MARK IS 29 FEET NORTHWEST OF THE CENTER OF DRIVEWAY,
 PD1093'2.5 FEET SOUTH OF IRON WITNESS POST WITH METAL SIGN AND 2 FEET
 PD1093'SOUTHWEST OF A UTILITY POLE.  THE MARK IS A STANDARD DISK SET
 PD1093'FLUSH IN THE TOP OF A 12 X 12 INCH CONCRETE MONUMENT WHICH
 PD1093'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED HIGH 1960.
 PD1093'
 PD1093'TO REACH THE AZIMUTH MARK FROM THE END OF TRUCK TRAVEL GO EAST
 PD1093'FOR 0.25 MILE TO A GRAVEL DRIVEWAY ON THE RIGHT.  TURN RIGHT AND
 PD1093'GO SOUTH ON DRIVEWAY FOR 0.05 MILE TO THE AZIMUTH MARK ON THE
 PD1093'RIGHT AS DESCRIBED.
 PD1093'
 PD1093'A TELLUROMETER TRAVERSE WAS MADE TO ME 1917 (USGS) WHICH IS
 PD1093'75 FEET NORTHWEST OF A TELEPHONE POLE AND 18 FEET SOUTHWEST OF THE
 PD1093'APPROXIMATE CENTER OF HIGHWAY.  THE MARK IS A STANDARD
 PD1093'U.S. GEOLOGICAL SURVEY DISK CEMENTED FLUSH IN A DRILL HOLE IN A
 PD1093'BOULDER AND THE DISK IS STAMPED ME 122 1917.
 PD1093'
 PD1093'TO REACH FROM THE END OF TRUCK TRAVEL GO EAST FOR 1.1 MILE TO
 PD1093'THE MARK ON THE RIGHT AS DESCRIBED.
 PD1093'
 PD1093'1960 OBSERVATIONS TAKEN FROM A 4 FOOT WOOD STAND.
 PD1093
 PD1093                          STATION RECOVERY (1973)
 PD1093
 PD1093'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1973 (BJR)
 PD1093'HIGH GOOD
 PD1093'
 PD1093'RM 1 GOOD
 PD1093'
 PD1093'RM 2 GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1076 ***********************************************************************
 PF1076  DESIGNATION -  HIGH
 PF1076  PID         -  PF1076
 PF1076  STATE/COUNTY-  ME/ANDROSCOGGIN
 PF1076  USGS QUAD   -  LAKE AUBURN WEST (1981)
 PF1076
 PF1076                         *CURRENT SURVEY CONTROL
 PF1076  ___________________________________________________________________
 PF1076* NAD 83(1996)-  44 08 51.31844(N)    070 21 24.98090(W)     ADJUSTED  
 PF1076* NAVD 88     -       280.4    (meters)     920.     (feet)  VERTCON   
 PF1076  ___________________________________________________________________
 PF1076  LAPLACE CORR-           4.37  (seconds)                    DEFLEC99
 PF1076  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 PF1076
 PF1076  HORZ ORDER  -  FIRST
 PF1076
 PF1076.The horizontal coordinates were established by classical geodetic methods
 PF1076.and adjusted by the National Geodetic Survey in March 1998..
 PF1076
 PF1076.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF1076.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF1076
 PF1076.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1076
 PF1076.The geoid height was determined by GEOID03.
 PF1076
 PF1076;                    North         East     Units Scale Factor Converg.
 PF1076;SPC ME W     -   146,029.506   884,777.357   MT  0.99996952   -0 07 57.1
 PF1076;UTM  19      - 4,889,160.521   391,478.336   MT  0.99974484   -0 56 42.8
 PF1076
 PF1076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1076!SPC ME W     -   0.99996019  x   0.99996952  =   0.99992971
 PF1076!UTM  19      -   0.99996019  x   0.99974484  =   0.99970504
 PF1076
 PF1076:                Primary Azimuth Mark                     Grid Az
 PF1076:SPC ME W     -  17 SKS                                   115 42 47.0
 PF1076:UTM  19      -  17 SKS                                   116 31 32.7
 PF1076
 PF1076|---------------------------------------------------------------------|
 PF1076| PID    Reference Object                     Distance      Geod. Az  |
 PF1076|                                                           dddmmss.s |
 PF1076| PF1074 17 SKS                              APPROX. 3.6 KM 1153449.9 |
 PF1076| PF1071 AUBURN RADIO STA WWAV MAST          APPROX.10.7 KM 1235851.8 |
 PF1076| CE8003 HIGH RM 2                            12.781 METERS 19918     |
 PF1076| PF1124 BELL HILL MEETING HOUSE             APPROX.17.5 KM 2475210.4 |
 PF1076| CE8002 HIGH RM 1                            13.129 METERS 29116     |
 PF1076|---------------------------------------------------------------------|
 PF1076
 PF1076                          SUPERSEDED SURVEY CONTROL
 PF1076
 PF1076  NAD 83(1992)-  44 08 51.31763(N)    070 21 24.98064(W) AD(       ) 1
 PF1076  NAD 83(1986)-  44 08 51.32404(N)    070 21 24.98436(W) AD(       ) 1
 PF1076  NAD 27      -  44 08 51.06373(N)    070 21 26.77726(W) AD(       ) 1
 PF1076  NGVD 29 (07/19/86)  280.6    (m)          921.     (f) VERT ANG       
 PF1076
 PF1076.Superseded values are not recommended for survey control.
 PF1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1076.See file dsdata.txt to determine how the superseded data were derived.
 PF1076
 PF1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9147889161(NAD 83)
 PF1076_MARKER: DD = SURVEY DISK
 PF1076_SETTING: 66 = SET IN ROCK OUTCROP
 PF1076
 PF1076  HISTORY     - Date     Condition        Report By
 PF1076  HISTORY     - 1972     MONUMENTED       USGS
 PF1076  HISTORY     - 1977     SEE DESCRIPTION  NGS
 PF1076
 PF1076                          STATION DESCRIPTION
 PF1076
 PF1076'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 PF1076'NEAR CENTER OF TOWN OF MINOT, 3.5 MI NE. OF MECHANIC FALLS AN 2.0
 PF1076'MI SE. OF WEST MINOT AND ON BALD KNOB LOCALLY KNOWN AS HIGH KNOB.
 PF1076'
 PF1076'STATION MARK,  STANDARD DISK CEMENTED IN SOLID ROCK.
 PF1076
 PF1076                          STATION RECOVERY (1977)
 PF1076
 PF1076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JLO)
 PF1076'THE STATION IS LOCATED ON MOUNT PROSPECT, ABOUT 3.0 MILES
 PF1076'NORTHEAST OF MECHANIC FALLS, 7.0 MILES WEST-NORTHWEST OF AUBURN
 PF1076'AND 5.5 MILES WEST OF LAKE AUBURN ON PROPERTY OWNED BY WEST
 PF1076'BREEZE ORCHARDS, AUBURN, MAINE 04210, PHONE 784-0004.
 PF1076'
 PF1076'TO REACH THE STATION FROM THE POST OFFICE IN MINOT, GO NORTH ON
 PF1076'STATE ROUTE 119 FOR 0.9 MILE TO A SIDE ROAD RIGHT. CONTINUE
 PF1076'STRAIGHT FOLLOWING STATE ROUTE 119 FOR 1.15 MILE TO A SIDE
 PF1076'ROAD RIGHT, (SHAW HILL ROAD). CONTINUE STRAIGHT ON STATE
 PF1076'ROUTE 119 FOR 2.1 MILES TO
 PF1076'A GRAVELED SIDE ROAD LEFT. CONTINUE STRAIGHT ON STATE ROUTE
 PF1076'119 FOR 0.7 MILE TO A GRAVELED SIDE ROAD LEFT. TURN LEFT,
 PF1076'GO WEST FOLLOWING GRAVELED ROAD FOR 0.3 MILE TO A LARGE BARN
 PF1076'AND A TRACK ROAD LEADING TO A HAY MEADOW. HERE GO
 PF1076'SOUTHWESTERLY FOLLOWING THE TRACK ROAD ACROSS THE HAY MEADOW
 PF1076'FOR 0.3 MILE TO THE TOP OF THE HILL AND THE STATION MARK
 PF1076'UNDER A ROCK CAIRN.
 PF1076'
 PF1076'THE STATION MARK IS A STANDARD UNSTAMPED U.S. GEOLOGICAL
 PF1076'SURVEY BENCH MARK DISK
 PF1076'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH
 PF1076'WITH THE GROUND SURFACE. IT IS 28.0 FEET NORTHWEST OF A
 PF1076'NORTHEAST/SOUTHWEST ROCK WALL AND 74 FEET EAST OF A BARBED WIRE
 PF1076'FENCE.
 PF1076'
 PF1076'REFERENCE MARK 1, STAMPED---HIGH NO 1 1976---, IS A STANDARD
 PF1076'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS
 PF1076'FLUSH WITH THE GROUND SURFACE. IT IS 71.0 FEET NORTHWEST OF A
 PF1076'NORTHEAST/SOUTHWEST ROCK WALL AND 44 FEET EAST OF A BARBED
 PF1076'WIRE FENCE.
 PF1076'
 PF1076'REFERENCE MARK 2, STAMPED---HIGH NO 2 1976---, IS A STANDARD
 PF1076'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS
 PF1076'FLUSH WITH THE GROUND SURFACE. IT IS 17.0 FEET NORTHWEST OF A
 PF1076'NORTHEAST/SOUTHWEST ROCK WALL AND 47.0 FEET EAST OF A BARBED
 PF1076'WIRE FENCE.
 PF1076'
 PF1076'STATION 17 SKS USGS WILL SERVE AS AN AZIMUTH MARK.
 PF1076'
 PF1076'THE HEIGHT OF THE LIGHT ABOVE THE STATION WAS 18.9 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0477 ***********************************************************************
 PD0477  DESIGNATION -  HIGH AZ MK
 PD0477  PID         -  PD0477
 PD0477  STATE/COUNTY-  ME/WASHINGTON
 PD0477  USGS QUAD   -  WHITNEYVILLE (1977)
 PD0477
 PD0477                         *CURRENT SURVEY CONTROL
 PD0477  ___________________________________________________________________
 PD0477* NAD 83(1986)-  44 39 30.     (N)    067 32 08.     (W)     SCALED    
 PD0477* NAVD 88     -        21.450  (meters)      70.37   (feet)  ADJUSTED  
 PD0477  ___________________________________________________________________
 PD0477  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 PD0477  DYNAMIC HT  -          21.449 (meters)      70.37  (feet)  COMP
 PD0477  MODELED GRAV-     980,584.5   (mgal)                       NAVD 88
 PD0477
 PD0477  VERT ORDER  -  SECOND    CLASS 0
 PD0477
 PD0477.The horizontal coordinates were scaled from a topographic map and have
 PD0477.an estimated accuracy of +/- 6 seconds.
 PD0477
 PD0477.The orthometric height was determined by differential leveling
 PD0477.and adjusted by the National Geodetic Survey in June 1991..
 PD0477
 PD0477.The geoid height was determined by GEOID03.
 PD0477
 PD0477.The dynamic height is computed by dividing the NAVD 88
 PD0477.geopotential number by the normal gravity value computed on the
 PD0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0477.degrees latitude (g = 980.6199 gals.).
 PD0477
 PD0477.The modeled gravity was interpolated from observed gravity values.
 PD0477
 PD0477;                    North         East    Units  Estimated Accuracy
 PD0477;SPC ME E     -   110,630.      376,490.      MT  (+/- 180 meters Scaled)
 PD0477
 PD0477                          SUPERSEDED SURVEY CONTROL
 PD0477
 PD0477  NGVD 29 (??/??/92)   21.663  (m)           71.07   (f) ADJ UNCH    2 0
 PD0477
 PD0477.Superseded values are not recommended for survey control.
 PD0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0477.See file dsdata.txt to determine how the superseded data were derived.
 PD0477
 PD0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK161460(NAD 83)
 PD0477_MARKER: DZ = AZIMUTH MARK DISK
 PD0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PD0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PD0477_STAMPING: HIGH 1960
 PD0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0477+STABILITY: SURFACE MOTION
 PD0477
 PD0477  HISTORY     - Date     Condition        Report By
 PD0477  HISTORY     - 1960     MONUMENTED       CGS
 PD0477  HISTORY     - 1962     GOOD             NGS
 PD0477
 PD0477                          STATION DESCRIPTION
 PD0477
 PD0477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PD0477'2 MI SE FROM JONESBORO.
 PD0477'0.2 MILE EAST ALONG U.S. HIGHWAY 1 FROM THE CONCRETE BRIDGE
 PD0477'OVER THE CHANDLER RIVER AT JONESBORO, THENCE 1.8 MILES
 PD0477'SOUTHEASTERLY ALONG A BLACK TOP ROAD, 233 FEET SOUTHWEST OF THE
 PD0477'CENTER LINE OF THE ROAD, 28 FEET NORTHWEST OF THE CENTER LINE
 PD0477'OF A GRAVEL ROAD LEADING SOUTHWEST TO A FARM HOUSE, 2 FEET
 PD0477'WEST OF THE FIRST POWER LINE POLE SOUTHWEST OF THE BLACK TOP
 PD0477'ROAD, 2 FEET SOUTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE
 PD0477'GRAVEL ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 PD0477'INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2207 ***********************************************************************
 PE2207  DESIGNATION -  HIGH HEAD 1864
 PE2207  PID         -  PE2207
 PE2207  STATE/COUNTY-  ME/PENOBSCOT
 PE2207  USGS QUAD   -  BANGOR (1991)
 PE2207
 PE2207                         *CURRENT SURVEY CONTROL
 PE2207  ___________________________________________________________________
 PE2207* NAD 83(1996)-  44 47 08.80432(N)    068 46 37.47236(W)     ADJUSTED  
 PE2207* NAVD 88     -        14.     (meters)      46.     (feet)  SCALED    
 PE2207  ___________________________________________________________________
 PE2207  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 PE2207  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 PE2207
 PE2207  HORZ ORDER  -  THIRD
 PE2207
 PE2207.The horizontal coordinates were established by classical geodetic methods
 PE2207.and adjusted by the National Geodetic Survey in March 1998..
 PE2207
 PE2207.The orthometric height was scaled from a topographic map.
 PE2207
 PE2207.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2207
 PE2207.The geoid height was determined by GEOID03.
 PE2207
 PE2207;                    North         East     Units Scale Factor Converg.
 PE2207;SPC ME E     -   124,376.935   278,074.400   MT  0.99990591   -0 11 42.7
 PE2207;UTM  19      - 4,959,177.776   517,635.196   MT  0.99960382   +0 09 25.3
 PE2207
 PE2207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2207!SPC ME E     -   1.00000174  x   0.99990591  =   0.99990765
 PE2207!UTM  19      -   1.00000174  x   0.99960382  =   0.99960556
 PE2207
 PE2207:                Primary Azimuth Mark                     Grid Az
 PE2207:SPC ME E     -  BANGOR UNITARIAN CHURCH SPIRE            011 54 18.1
 PE2207:UTM  19      -  BANGOR UNITARIAN CHURCH SPIRE            011 33 10.1
 PE2207
 PE2207|---------------------------------------------------------------------|
 PE2207| PID    Reference Object                     Distance      Geod. Az  |
 PE2207|                                                           dddmmss.s |
 PE2207| PE2204 BANGOR UNITARIAN CHURCH SPIRE       APPROX. 1.5 KM 0114235.4 |
 PE2207| PE2205 BANGOR BRICK CHURCH 1857            APPROX. 2.4 KM 0192759.0 |
 PE2207| PE2202 BREWERS BELFRY                      APPROX. 1.5 KM 0392133.0 |
 PE2207| PE2201 BREWERS FLAGSTAFF                   APPROX. 1.6 KM 0642154.2 |
 PE2207| PE2206 SOUTH BREWER                        APPROX. 1.5 KM 1812410.6 |
 PE2207| PE2210 SOUTH BREWER CHURCH SPIRE           APPROX. 2.0 KM 1935813.2 |
 PE2207| PE2225 EDMONDS STEAM SAWMILL CHIMNEY       APPROX. 1.5 KM 2143734.6 |
 PE2207| PE2212 THOMAS HILL HOUSE CUPOLA            APPROX. 2.4 KM 3490743.0 |
 PE2207|---------------------------------------------------------------------|
 PE2207
 PE2207                          SUPERSEDED SURVEY CONTROL
 PE2207
 PE2207  NAD 83(1992)-  44 47 08.80245(N)    068 46 37.46902(W) AD(       ) 3
 PE2207  NAD 83(1986)-  44 47 08.80127(N)    068 46 37.46970(W) AD(       ) 3
 PE2207  NAD 27      -  44 47 08.56000(N)    068 46 39.35000(W) AD(       ) 3
 PE2207
 PE2207.Superseded values are not recommended for survey control.
 PE2207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2207.See file dsdata.txt to determine how the superseded data were derived.
 PE2207
 PE2207_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1763559178(NAD 83)
 PE2207
 PE2207  HISTORY     - Date     Condition        Report By
 PE2207  HISTORY     - 1864     MONUMENTED       CGS
 PE2207  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2207  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE2207
 PE2207                          STATION DESCRIPTION
 PE2207
 PE2207'DESCRIBED BY COAST AND GEODETIC SURVEY 1864 (SCM)
 PE2207'STATION IS IN THE LOWER PART OF THE CITY OF BANGOR ON THE
 PE2207'HIGHEST PART OF BLUFF THROUGH WHICH IS A CUT FOR THE A. AND
 PE2207'K.R.R.  THE CENTER IS MARKED WITH AN IRON CONE AND THREE INSTRUMENT
 PE2207
 PE2207                          STATION RECOVERY (1934)
 PE2207
 PE2207'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2207'THIS STATION IS LOST.  THE HIGHEST PART OF THE HILL HAS BEEN
 PE2207'EXCAVATED.
 PE2207
 PE2207                          STATION RECOVERY (1944)
 PE2207
 PE2207'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE2207'STATION IS LOST AS TOP OF HILL HAS BEEN EXCAVATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1597 ***********************************************************************
 OC1597  DESIGNATION -  HIGH HEAD PT 1850
 OC1597  PID         -  OC1597
 OC1597  STATE/COUNTY-  ME/CUMBERLAND
 OC1597  USGS QUAD   -  CAPE ELIZABETH (1975)
 OC1597
 OC1597                         *CURRENT SURVEY CONTROL
 OC1597  ___________________________________________________________________
 OC1597* NAD 83(1996)-  43 33 31.60747(N)    070 12 18.16338(W)     ADJUSTED  
 OC1597* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 OC1597  ___________________________________________________________________
 OC1597  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 OC1597  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 OC1597
 OC1597  HORZ ORDER  -  THIRD
 OC1597
 OC1597.The horizontal coordinates were established by classical geodetic methods
 OC1597.and adjusted by the National Geodetic Survey in March 1998..
 OC1597
 OC1597.The orthometric height was scaled from a topographic map.
 OC1597
 OC1597.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1597
 OC1597.The geoid height was determined by GEOID03.
 OC1597
 OC1597;                    North         East     Units Scale Factor Converg.
 OC1597;SPC ME W     -    80,592.641   896,899.173   MT  0.99996678   -0 01 35.2
 OC1597;UTM  19      - 4,823,574.729   402,673.103   MT  0.99971651   -0 49 49.7
 OC1597
 OC1597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1597!SPC ME W     -   1.00000317  x   0.99996678  =   0.99996995
 OC1597!UTM  19      -   1.00000317  x   0.99971651  =   0.99971968
 OC1597
 OC1597                          SUPERSEDED SURVEY CONTROL
 OC1597
 OC1597  NAD 83(1992)-  43 33 31.60573(N)    070 12 18.16460(W) AD(       ) 3
 OC1597  NAD 83(1986)-  43 33 31.61174(N)    070 12 18.17004(W) AD(       ) 3
 OC1597  NAD 27      -  43 33 31.31000(N)    070 12 20.01000(W) AD(       ) 3
 OC1597
 OC1597.Superseded values are not recommended for survey control.
 OC1597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1597.See file dsdata.txt to determine how the superseded data were derived.
 OC1597
 OC1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0267323575(NAD 83)
 OC1597
 OC1597  HISTORY     - Date     Condition        Report By
 OC1597  HISTORY     - 1850     MONUMENTED       CGS
 OC1597  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OC1597
 OC1597                          STATION DESCRIPTION
 OC1597
 OC1597'DESCRIBED BY COAST AND GEODETIC SURVEY 1850 (COB)
 OC1597'STATION IS ON MC KENNEYS POINT.  THE STATION IS MARKED BY A HOLE
 OC1597'DRILLED IN ROCK.
 OC1597
 OC1597                          STATION RECOVERY (1942)
 OC1597
 OC1597'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OC1597'SEARCHED FOR BUT NOT FOUND.  PLANE TABLE METHODS MIGHT LOCATE THE
 OC1597'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2309 ***********************************************************************
 PE2309  DESIGNATION -  HIGH ISLAND
 PE2309  PID         -  PE2309
 PE2309  STATE/COUNTY-  ME/KNOX
 PE2309  USGS QUAD   -  ROCKLAND (1979)
 PE2309
 PE2309                         *CURRENT SURVEY CONTROL
 PE2309  ___________________________________________________________________
 PE2309* NAD 83(1996)-  44 00 48.82417(N)    069 03 35.08415(W)     ADJUSTED  
 PE2309* NAVD 88     -        19.     (meters)      62.     (feet)  SCALED    
 PE2309  ___________________________________________________________________
 PE2309  LAPLACE CORR-           2.52  (seconds)                    DEFLEC99
 PE2309  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 PE2309
 PE2309  HORZ ORDER  -  THIRD
 PE2309
 PE2309.The horizontal coordinates were established by classical geodetic methods
 PE2309.and adjusted by the National Geodetic Survey in March 1998..
 PE2309
 PE2309.The orthometric height was scaled from a topographic map.
 PE2309
 PE2309.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2309
 PE2309.The geoid height was determined by GEOID03.
 PE2309
 PE2309;                    North         East     Units Scale Factor Converg.
 PE2309;SPC ME E     -    38,691.739   255,119.627   MT  0.99992477   -0 23 20.2
 PE2309;UTM  19      - 4,873,380.909   495,211.041   MT  0.99960028   -0 02 29.4
 PE2309
 PE2309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2309!SPC ME E     -   1.00000099  x   0.99992477  =   0.99992576
 PE2309!UTM  19      -   1.00000099  x   0.99960028  =   0.99960127
 PE2309
 PE2309:                Primary Azimuth Mark                     Grid Az
 PE2309:SPC ME E     -  SHEEP ISLAND FLAG IN TREE                007 41 00.6
 PE2309:UTM  19      -  SHEEP ISLAND FLAG IN TREE                007 20 09.8
 PE2309
 PE2309|---------------------------------------------------------------------|
 PE2309| PID    Reference Object                     Distance      Geod. Az  |
 PE2309|                                                           dddmmss.s |
 PE2309| PE2322 SHEEP ISLAND FLAG IN TREE           APPROX. 5.6 KM 0071740.4 |
 PE2309| PE2292 MONROE ISLAND FLAG IN TREE          APPROX. 7.2 KM 0150024.1 |
 PE2309| PE2291 FISHERMAN ISLAND FLAG IN TREE       APPROX. 3.6 KM 0291539.8 |
 PE2309| PE2090 FIDDLERS LEDGE STONE BEACON         APPROX.13.7 KM 0443114.3 |
 PE2309| PE2087 BROWNS HEAD LIGHTHOUSE              APPROX.16.2 KM 0474533.8 |
 PE2309| CE7998 HIGH ISLAND RM 2                     12.908 METERS 05000     |
 PE2309| PE2288 CRESCENT ISLAND                     APPROX. 2.2 KM 0641048.5 |
 PE2309| PE2076 VINAL HAVEN WATER TOWER             APPROX.18.2 KM 0775501.8 |
 PE2309| PE2083 HERON NECK LIGHTHOUSE               APPROX.15.9 KM 0851550.3 |
 PE2309| PE2036 SADDLEBACK LEDGE LIGHTHOUSE         APPROX.26.7 KM 0894139.2 |
 PE2309| CE7999 HIGH ISLAND RM 1 RESET                7.240 METERS 09807     |
 PE2309| PE2294 RACKLEYS IS FLAG IN TREE            APPROX. 1.5 KM 1442608.7 |
 PE2309| CE8001 HIGH ISLAND RM 2 RESET                5.510 METERS 18203     |
 PE2309| OB0300 HEWETTS IS FLAG IN TREE             APPROX. 2.4 KM 1973352.0 |
 PE2309| OB0307 CROCKETTS CAPT HOUSE NE CHIM        APPROX. 2.9 KM 2023247.0 |
 PE2309| OB0306 PLEASANT IS FLAG IN TREE            APPROX. 4.3 KM 2180906.7 |
 PE2309| OB0296 YELLOW LEDGE SPINDLE                APPROX. 5.7 KM 2295604.8 |
 PE2309| OB0319 TENANTS HARBOR LH                   APPROX.11.6 KM 2395422.6 |
 PE2309| OB0328 TURKEY CHURCH                       APPROX.16.6 KM 2431717.5 |
 PE2309| OB0312 ISLAND N TENNANTS HBR LH FLAG       APPROX.11.0 KM 2445426.4 |
 PE2309| PE2279 DIX IS UNPAINTED HSE TALL CHIM      APPROX. 0.9 KM 2481714.4 |
 PE2309| OB0304 LARGE HOUSE NORTH CHIMNEY           APPROX. 4.9 KM 2482117.6 |
 PE2309| PE2315 BEALES HOUSE CHIMNEY                APPROX. 1.0 KM 2594537.9 |
 PE2309| PE2356 FOGG HILL 2 FLAG IN TREE            APPROX. 6.1 KM 2635402.2 |
 PE2309| PE2360 FOGG HILL 1 FLAG IN TREE            APPROX. 6.2 KM 2635846.4 |
 PE2309| PE2306 GARDEN IS RED SPINDLE ON LEDGE      APPROX. 2.9 KM 2685214.6 |
 PE2309| PE2361 HARRINGTON HILL FLAG IN TREE        APPROX. 6.4 KM 2842850.3 |
 PE2309| PE2325 THORNDIKE HILL FLAG IN TREE         APPROX. 4.9 KM 2920057.9 |
 PE2309| PE2339 THOMASTON SMALL CH LOW SPIRE        APPROX.12.2 KM 3064601.5 |
 PE2309| PE2328 OTTER IS BLK SPINDLE ON LEDGE       APPROX. 2.1 KM 3072321.3 |
 PE2309| PE2363 THOMASTON SPIRE E PART OF TOWN      APPROX.11.4 KM 3103540.0 |
 PE2309| PE2317 OTTER ISLAND BEACON                 APPROX. 1.5 KM 3122213.6 |
 PE2309| PE2365 DODGE HOMESTEAD SOUTH CHIMNEY       APPROX.14.8 KM 3372724.2 |
 PE2309| PE2332 ROCKLAND FIRST BAP CH CLOCKTWR      APPROX.11.8 KM 3405225.0 |
 PE2309| PE2280 ASH POINT ISLAND FLAG IN TREE       APPROX. 3.1 KM 3442256.4 |
 PE2309| PE2276 BEECH HILL LONE TREE                APPROX.17.5 KM 3483753.0 |
 PE2309| PE2319 NORTHS HOUSE CHIMNEY                APPROX. 8.2 KM 3501434.4 |
 PE2309| CE8000 HIGH ISLAND RM 1                     11.267 METERS 35030     |
 PE2309| PE2308 POST HILL 1859                      APPROX. 8.2 KM 3504003.3 |
 PE2309| PE2318 NEAR POST HILL FLAG IN TREE         APPROX. 8.3 KM 3522559.0 |
 PE2309|---------------------------------------------------------------------|
 PE2309
 PE2309                          SUPERSEDED SURVEY CONTROL
 PE2309
 PE2309  NAD 83(1992)-  44 00 48.82923(N)    069 03 35.06328(W) AD(       ) 3
 PE2309  NAD 83(1986)-  44 00 48.83319(N)    069 03 35.07011(W) AD(       ) 3
 PE2309  NAD 27      -  44 00 48.54300(N)    069 03 36.91900(W) AD(       ) 3
 PE2309
 PE2309.Superseded values are not recommended for survey control.
 PE2309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2309.See file dsdata.txt to determine how the superseded data were derived.
 PE2309
 PE2309_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ9521173381(NAD 83)
 PE2309
 PE2309  HISTORY     - Date     Condition        Report By
 PE2309  HISTORY     - 1858     MONUMENTED       CGS
 PE2309  HISTORY     - 1908     SEE DESCRIPTION  CGS
 PE2309  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2309  HISTORY     - 1953     SEE DESCRIPTION  CGS
 PE2309
 PE2309                          STATION DESCRIPTION
 PE2309
 PE2309'DESCRIBED BY COAST AND GEODETIC SURVEY 1908
 PE2309'ON THE ISLAND OF THAT NAME, ONE OF THE GROUP KNOWN AS THE MUSCLE
 PE2309'RIDGE ISLANDS, LOCATED IN THE WESTERN PART OF THE MOUTH OF
 PE2309'PENOBSCOT BAY, ABOUT 1-1/2 MILES FROM SHORE.  HIGH ISLAND IS
 PE2309'IN THE NORTHERN PART OF THE GROUP AND IS ABOUT 1-1/2 MILES S OF
 PE2309'ASH POINT, AND ABOUT 4 MILES S OF ROCKLAND.  THE STATION IS ABOUT
 PE2309'40 FEET SW OF THE HIGHEST POINT, AND IS MARKED BY A COPPER BOLT
 PE2309'SET IN A HOLE IN THE ROCK.  TWO REFERENCE MARKS, ARE 3/4-INCH
 PE2309'DRILLED HOLES FILLED WITH LEAD, ARE PLACED RESPECTIVELY, 12.94
 PE2309'METERS NE AND 11.27 METERS N OF THE STATION.
 PE2309
 PE2309                          STATION RECOVERY (1934)
 PE2309
 PE2309'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2309'THE STATION WAS RECOVERED AS DESCRIBED.
 PE2309'
 PE2309'THE STATION IS ABOUT 20 FEET SW OF THE HIGHEST POINT ON THE
 PE2309'NW PART OF THE ISLAND, WHICH IS ONE OF THE GROUP KNOWN AS THE
 PE2309'MUSCLE RIDGE ISLANDS, LOCATED IN THE W PART OF THE MOUTH OF
 PE2309'PENOBSCOT BAY.  THE ISLAND IS IN THE NORTHERN PART OF THE GROUP,
 PE2309'ABOUT 1-1/2 MILES S OF ASH POINT, AND ABOUT 4 MILES S OF
 PE2309'ROCKLAND.
 PE2309'
 PE2309'TWO NEW REFERENCE MARKS, STANDARD BRONZE DISKS WEDGED IN DRILL
 PE2309'HOLES IN OUTCROPPING BEDROCK, WERE PLACED AS FOLLOWS--
 PE2309'
 PE2309'REFERENCE MARK NO. 1 IS E OF THE STATION AND REFERENCE MARK
 PE2309'NO. 2 IS S OF THE STATION, BOTH ARE ON BARE LEDGE.
 PE2309'
 PE2309'THE ORIGINAL COPPER BOLT USED TO MARK THE STATION, A COPPER
 PE2309'BOLT SET IN A HOLE IN THE ROCK, WAS LEFT IN PLACE, AS WERE THE
 PE2309'TWO ORIGINAL REFERENCE MARKS, 3/4-INCH DRILLED HOLES FILLED WITH
 PE2309'LEAD.
 PE2309'
 PE2309'THE EASIEST WAY TO REACH THE STATION IS TO LAND AT A SMALL
 PE2309'STONE WHARF ON THE W SIDE OF THE ISLAND AND GO DIRECTLY UP OVER
 PE2309'THE HILL TO THE STATION, A DISTANCE OF ABOUT 100 YARDS.
 PE2309'
 PE2309'A 20-FOOT SIGNAL TOWER WAS BUILT OVER THE STATION IN 1934, AND
 PE2309'PILES OF ROCK USED TO ANCHOR THE TOWER.
 PE2309
 PE2309                          STATION RECOVERY (1953)
 PE2309
 PE2309'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (PT)
 PE2309'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 PE2309'CONDITION.  THE PUBLISHED DESCRIPTION IS ADEQUATE AND
 PE2309'CORRECT.  THE DISTANCES TO THE REFERENCE MARKS WERE CHECKED WITH
 PE2309'A STEEL TAPE AND FOUND TO BE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2110 ***********************************************************************
 OC2110  DESIGNATION -  HIGH PINE
 OC2110  PID         -  OC2110
 OC2110  STATE/COUNTY-  ME/YORK
 OC2110  USGS QUAD   -  NORTH BERWICK (1973)
 OC2110
 OC2110                         *CURRENT SURVEY CONTROL
 OC2110  ___________________________________________________________________
 OC2110* NAD 83(1996)-  43 21 21.73011(N)    070 39 20.00724(W)     ADJUSTED  
 OC2110* NAVD 88     -        65.4    (meters)     215.     (feet)  VERTCON   
 OC2110  ___________________________________________________________________
 OC2110  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 OC2110  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 OC2110
 OC2110  HORZ ORDER  -  SECOND
 OC2110
 OC2110.The horizontal coordinates were established by classical geodetic methods
 OC2110.and adjusted by the National Geodetic Survey in March 1998..
 OC2110
 OC2110.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2110
 OC2110.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2110
 OC2110.The geoid height was determined by GEOID03.
 OC2110
 OC2110;                    North         East     Units Scale Factor Converg.
 OC2110;SPC ME W     -    58,183.599   860,367.600   MT  0.99998598   -0 20 08.3
 OC2110;UTM  19      - 4,801,684.123   365,838.876   MT  0.99982141   -1 08 12.3
 OC2110
 OC2110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2110!SPC ME W     -   0.99999391  x   0.99998598  =   0.99997989
 OC2110!UTM  19      -   0.99999391  x   0.99982141  =   0.99981532
 OC2110
 OC2110|---------------------------------------------------------------------|
 OC2110| PID    Reference Object                     Distance      Geod. Az  |
 OC2110|                                                           dddmmss.s |
 OC2110| OC2109 HIGH PINE RM 1                       13.971 METERS 02710     |
 OC2110| CE8227 HIGH PINE RM 2                       18.068 METERS 11855     |
 OC2110| OC2115 SWENSON                             APPROX. 2.2 KM 2433549.5 |
 OC2110| OC2112 HIGH PINE AZ MK                     289.535 METERS 29504     |
 OC2110| OC2111 HIGH PINE AZ MK A PT                280.254 METERS 29746     |
 OC2110|---------------------------------------------------------------------|
 OC2110
 OC2110                          SUPERSEDED SURVEY CONTROL
 OC2110
 OC2110  NAD 83(1992)-  43 21 21.72851(N)    070 39 20.00833(W) AD(       ) 2
 OC2110  NAD 83(1986)-  43 21 21.73425(N)    070 39 20.01472(W) AD(       ) 2
 OC2110  NAD 27      -  43 21 21.42755(N)    070 39 21.81904(W) AD(       ) 2
 OC2110  NGVD 29 (07/19/86)   65.6    (m)          215.     (f) VERT ANG       
 OC2110
 OC2110.Superseded values are not recommended for survey control.
 OC2110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2110.See file dsdata.txt to determine how the superseded data were derived.
 OC2110
 OC2110_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ6583901684(NAD 83)
 OC2110
 OC2110  HISTORY     - Date     Condition        Report By
 OC2110  HISTORY     - 1976     MONUMENTED       NGS
 OC2110
 OC2110                          STATION DESCRIPTION
 OC2110
 OC2110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2110'THE STATION IS LOCATED ABOUT 4.5 MILES WEST-NORTHWEST OF WELLS,
 OC2110'5.5 MILES NORTHEAST OF NORTH BERWICK AND 8.5 MILES SOUTHEAST
 OC2110'OF SANFORD.
 OC2110'
 OC2110'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 4, 4 A AND 109
 OC2110'IN SOUTH SANFORD, PROCEED SOUTHEASTERLY ON ROUTE 109 FOR 4.25 MILES
 OC2110'TO THE WELLS-SANFORD TOWN LINE, CONTINUE ON ROUTE 109 FOR 1.95 MILES
 OC2110'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTHEASTERLY ON STATE
 OC2110'ROUTE 109 FOR 0.20 MILE TO THE STATION MARK ON THE RIGHT
 OC2110'
 OC2110'THE STATION MARK IS A STANDARD DISK STAMPED-HIGHPINE 1976-SET
 OC2110'IN THE TOP OF A CYLINDRICAL CONCRETE POST WHICH IS FLUSH WITH
 OC2110'THE GROUND.  IT IS 22.2 FEET SOUTHWEST OF THE CENTERLINE
 OC2110'OF ROUTE 109, 49.0 FEET NORTHWEST OF POLE NUMBER J 187 AND
 OC2110'2.6 FEET NORTHEAST OF A METAL WITNESS POST.
 OC2110'
 OC2110'REFERENCE MARK 1 IS A STANDARD DISK STAMPED-HIGHPINE NO 1 1976-
 OC2110'SET IN TOP OF A CYLINDRICAL CONCRETE POST WHICH IS ABOUT 23 INCHES
 OC2110'BELOW THE SURFACE OF THE GROUND.  IT IS  24.3 FEET NORTHEAST
 OC2110'OF THE CENTERLINE OF ROUTE 109,  66.5 FEET NORTH OF POLE
 OC2110'NUMBER J 187 AND 107.4 FEET SOUTHEAST OF POLE NUMBER 188.
 OC2110'
 OC2110'REFERENCE MARK 2 IS A STANDARD DISK STAMPED-HIGHPINE NO 2 1976-
 OC2110'SET IN THE TOP OF A CYLINDRICAL CONCRETE POST WHICH IS ABOUT
 OC2110'0.2 INCHES BELOW THREE SURFACE OF THE GROUND.  IT IS 109.0 FEET
 OC2110'SOUTH-SOUTHEAST OF POLE NUMBER J 187, 18.9 FEET SOUTHWEST OF
 OC2110'THE CENTERLINE OF ROUTE 109 AND 2.6 FEET NORTHEAST OF A
 OC2110'METAL WITNESS POST.
 OC2110'
 OC2110'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED-
 OC2110'HIGHPINE AZ 1976-SET IN THE TOP OF A CYLINDRICAL CONCRETE
 OC2110'POST WHICH IS ABOUT 2-INCHES BELOW THE SURFACE OF THE GROUND.
 OC2110'IT IS 20.3 FEET NORTHEAST OF THE CENTERLINE OF ROUTE 109, 14.0
 OC2110'FEET WEST-NORTHWEST OF POLE NUMBER 16 AND 4.8 FEET SOUTHWEST
 OC2110'OF A METAL WITNESS POST.
 OC2110'
 OC2110'NO UNDERGROUND STATION MARK WAS SET DUE TO WATER IN THE HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1715 ***********************************************************************
 PE1715  DESIGNATION -  HILL
 PE1715  PID         -  PE1715
 PE1715  STATE/COUNTY-  ME/HANCOCK
 PE1715  USGS QUAD   -  SULLIVAN (1982)
 PE1715
 PE1715                         *CURRENT SURVEY CONTROL
 PE1715  ___________________________________________________________________
 PE1715* NAD 83(1996)-  44 30 34.38376(N)    068 11 36.83556(W)     ADJUSTED  
 PE1715* NAVD 88     -        30.     (meters)      98.     (feet)  SCALED    
 PE1715  ___________________________________________________________________
 PE1715  LAPLACE CORR-           4.17  (seconds)                    DEFLEC99
 PE1715  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 PE1715
 PE1715  HORZ ORDER  -  THIRD
 PE1715
 PE1715.The horizontal coordinates were established by classical geodetic methods
 PE1715.and adjusted by the National Geodetic Survey in March 1998..
 PE1715
 PE1715.The orthometric height was scaled from a topographic map.
 PE1715
 PE1715.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1715
 PE1715.The geoid height was determined by GEOID03.
 PE1715
 PE1715;                    North         East     Units Scale Factor Converg.
 PE1715;SPC ME E     -    93,692.533   324,364.193   MT  0.99990730   +0 12 53.4
 PE1715;UTM  19      - 4,928,786.329   564,099.306   MT  0.99965053   +0 33 55.3
 PE1715
 PE1715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1715!SPC ME E     -   0.99999911  x   0.99990730  =   0.99990641
 PE1715!UTM  19      -   0.99999911  x   0.99965053  =   0.99964964
 PE1715
 PE1715:                Primary Azimuth Mark                     Grid Az
 PE1715:SPC ME E     -  RED BEACON                               222 36 13.2
 PE1715:UTM  19      -  RED BEACON                               222 15 11.3
 PE1715
 PE1715|---------------------------------------------------------------------|
 PE1715| PID    Reference Object                     Distance      Geod. Az  |
 PE1715|                                                           dddmmss.s |
 PE1715| PE1792 RED BEACON                          APPROX. 1.8 KM 2224906.6 |
 PE1715| PE1815 BLACK BEACON                        APPROX. 2.2 KM 2294037.7 |
 PE1715| PE1708 HANCOCK                             APPROX. 3.0 KM 2864619.9 |
 PE1715|---------------------------------------------------------------------|
 PE1715
 PE1715                          SUPERSEDED SURVEY CONTROL
 PE1715
 PE1715  NAD 83(1992)-  44 30 34.37861(N)    068 11 36.83853(W) AD(       ) 3
 PE1715  NAD 83(1986)-  44 30 34.37686(N)    068 11 36.84219(W) AD(       ) 3
 PE1715  NAD 27      -  44 30 34.10000(N)    068 11 38.79000(W) AD(       ) 3
 PE1715
 PE1715.Superseded values are not recommended for survey control.
 PE1715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1715.See file dsdata.txt to determine how the superseded data were derived.
 PE1715
 PE1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK6409928786(NAD 83)
 PE1715
 PE1715  HISTORY     - Date     Condition        Report By
 PE1715  HISTORY     - UNK      MONUMENTED
 PE1715  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE1715
 PE1715                          STATION DESCRIPTION
 PE1715
 PE1715'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1715'SUMMIT OF HILL WAS THOROUGHLY SEARCHED FOR BUT NO SURFACE
 PE1715'EVIDENCE OF STATION COULD BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2329 ***********************************************************************
 PE2329  DESIGNATION -  HILL
 PE2329  PID         -  PE2329
 PE2329  STATE/COUNTY-  ME/KNOX
 PE2329  USGS QUAD   -  ROCKLAND (1979)
 PE2329
 PE2329                         *CURRENT SURVEY CONTROL
 PE2329  ___________________________________________________________________
 PE2329* NAD 83(1996)-  44 05 20.24523(N)    069 03 04.07667(W)     ADJUSTED  
 PE2329* NAVD 88     -        10.     (meters)      33.     (feet)  SCALED    
 PE2329  ___________________________________________________________________
 PE2329  LAPLACE CORR-           2.46  (seconds)                    DEFLEC99
 PE2329  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 PE2329
 PE2329  HORZ ORDER  -  THIRD
 PE2329
 PE2329.The horizontal coordinates were established by classical geodetic methods
 PE2329.and adjusted by the National Geodetic Survey in March 1998..
 PE2329
 PE2329.The orthometric height was scaled from a topographic map.
 PE2329
 PE2329.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2329
 PE2329.The geoid height was determined by GEOID03.
 PE2329
 PE2329;                    North         East     Units Scale Factor Converg.
 PE2329;SPC ME E     -    47,063.617   255,866.258   MT  0.99992395   -0 23 00.5
 PE2329;UTM  19      - 4,881,754.448   495,906.635   MT  0.99960021   -0 02 08.1
 PE2329
 PE2329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2329!SPC ME E     -   1.00000240  x   0.99992395  =   0.99992635
 PE2329!UTM  19      -   1.00000240  x   0.99960021  =   0.99960261
 PE2329
 PE2329:                Primary Azimuth Mark                     Grid Az
 PE2329:SPC ME E     -  SHAG ROCK BEACON                         013 27 47.9
 PE2329:UTM  19      -  SHAG ROCK BEACON                         013 06 55.5
 PE2329
 PE2329|---------------------------------------------------------------------|
 PE2329| PID    Reference Object                     Distance      Geod. Az  |
 PE2329|                                                           dddmmss.s |
 PE2329| PE2281 SHAG ROCK BEACON                    APPROX. 0.7 KM 0130447.4 |
 PE2329| PE2283 OWLS HEAD LIGHTHOUSE                APPROX. 0.7 KM 0573134.1 |
 PE2329| PE2336 INNER NORTH BEACON TOP              414.810 METERS 1402006.7 |
 PE2329| PE2335 INNER NORTH BEACON ECC              416.290 METERS 1403050.2 |
 PE2329| PE2321 ROCKLAND BREAKWATER LIGHTHOUSE      APPROX. 2.7 KM 3082352.1 |
 PE2329|---------------------------------------------------------------------|
 PE2329
 PE2329                          SUPERSEDED SURVEY CONTROL
 PE2329
 PE2329  NAD 83(1992)-  44 05 20.25021(N)    069 03 04.05659(W) AD(       ) 3
 PE2329  NAD 83(1986)-  44 05 20.25506(N)    069 03 04.06295(W) AD(       ) 3
 PE2329  NAD 27      -  44 05 19.96000(N)    069 03 05.89100(W) AD(       ) 3
 PE2329
 PE2329.Superseded values are not recommended for survey control.
 PE2329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2329.See file dsdata.txt to determine how the superseded data were derived.
 PE2329
 PE2329_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ9590781754(NAD 83)
 PE2329
 PE2329  HISTORY     - Date     Condition        Report By
 PE2329  HISTORY     - UNK      MONUMENTED
 PE2329  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2329
 PE2329                          STATION DESCRIPTION
 PE2329
 PE2329'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2329'A SEARCH WAS MADE ON THE LEDGES IN THIS VICINITY BUT NO MARK
 PE2329'WAS FOUND.  PLANE TABLE AND AIR COMPILATION METHODS MIGHT
 PE2329'LOCATE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0969 ***********************************************************************
 PD0969  DESIGNATION -  HILL 1883
 PD0969  PID         -  PD0969
 PD0969  STATE/COUNTY-  ME/WASHINGTON
 PD0969  USGS QUAD   -  CUTLER (1993)
 PD0969
 PD0969                         *CURRENT SURVEY CONTROL
 PD0969  ___________________________________________________________________
 PD0969* NAD 83(1996)-  44 42 21.55695(N)    067 09 13.00733(W)     ADJUSTED  
 PD0969* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 PD0969  ___________________________________________________________________
 PD0969  LAPLACE CORR-           3.16  (seconds)                    DEFLEC99
 PD0969  GEOID HEIGHT-         -22.35  (meters)                     GEOID03
 PD0969
 PD0969  HORZ ORDER  -  THIRD
 PD0969
 PD0969.The horizontal coordinates were established by classical geodetic methods
 PD0969.and adjusted by the National Geodetic Survey in March 1998..
 PD0969
 PD0969.The orthometric height was scaled from a topographic map.
 PD0969
 PD0969.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0969
 PD0969.The geoid height was determined by GEOID03.
 PD0969
 PD0969;                    North         East     Units Scale Factor Converg.
 PD0969;SPC ME E     -   116,355.471   406,689.299   MT  1.00003993   +0 56 50.0
 PD0969;UTM  19      - 4,951,948.435   646,266.137   MT  0.99986309   +1 17 56.8
 PD0969
 PD0969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0969!SPC ME E     -   0.99999162  x   1.00003993  =   1.00003155
 PD0969!UTM  19      -   0.99999162  x   0.99986309  =   0.99985471
 PD0969
 PD0969:                Primary Azimuth Mark                     Grid Az
 PD0969:SPC ME E     -  DIVIDE 1883                              030 28 01.9
 PD0969:UTM  19      -  DIVIDE 1883                              030 06 55.1
 PD0969
 PD0969|---------------------------------------------------------------------|
 PD0969| PID    Reference Object                     Distance      Geod. Az  |
 PD0969|                                                           dddmmss.s |
 PD0969| PD0966 DIVIDE 1883                         APPROX. 2.8 KM 0312451.9 |
 PD0969|---------------------------------------------------------------------|
 PD0969
 PD0969                          SUPERSEDED SURVEY CONTROL
 PD0969
 PD0969  NAD 83(1992)-  44 42 21.55478(N)    067 09 13.00425(W) AD(       ) 3
 PD0969  NAD 83(1986)-  44 42 21.55152(N)    067 09 13.00635(W) AD(       ) 3
 PD0969  NAD 27      -  44 42 21.23900(N)    067 09 15.10300(W) AD(       ) 3
 PD0969
 PD0969.Superseded values are not recommended for survey control.
 PD0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0969.See file dsdata.txt to determine how the superseded data were derived.
 PD0969
 PD0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK4626651948(NAD 83)
 PD0969
 PD0969  HISTORY     - Date     Condition        Report By
 PD0969  HISTORY     - 1883     MONUMENTED       CGS
 PD0969  HISTORY     - 1913     SEE DESCRIPTION  CGS
 PD0969  HISTORY     - 1935     SEE DESCRIPTION  MEGS
 PD0969  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0969  HISTORY     - 1960     SEE DESCRIPTION  CGS
 PD0969
 PD0969                          STATION DESCRIPTION
 PD0969
 PD0969'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 PD0969'STATION IS ON A ROCKY HILL 1-1/4 MILES SW OF BOG CREEK, ABOUT 1/4
 PD0969'MILE NW OF THE SHORE ROAD, AND ABOUT A MILE SW OF STATION
 PD0969'DIVIDE.  DIVIDE AND TRESCOTT ROCK ARE NEARLY IN RANGE.  ABOUT 1/4
 PD0969'MILE E OF THE STATION, WHICH IS THE HIGHEST POINT OF A LEDGE IN
 PD0969'THE NORTHWESTERN PART OF THE HILL, THERE IS A PRECIPITOUS ROCK
 PD0969'ABOUT 50 FEET IN HEIGHT ON THE E SIDE OF THE ROAD.  THE STATION
 PD0969'HILL IS COVERED WITH BRUSH AND TIMBER, BUT TOWARD THE W THE
 PD0969'TIMBER IS SMALL AND THE SLOPE FAIRLY STEEP, SO THAT A FAIR VIEW IS
 PD0969'OBTAINABLE IN THAT DIRECTION.  IN OTHER DIRECTIONS THE VIEW IS
 PD0969'MUCH OBSTRUCTED.  THE STATION IS MARKED BY A DRILL
 PD0969'HOLE IN THE ROCK AND COVERED BY A CAIRN.
 PD0969
 PD0969                          STATION RECOVERY (1935)
 PD0969
 PD0969'RECOVERY NOTE BY MAINE GEODETIC SURVEY 1935
 PD0969'STATION RECOVERED AS DESCRIBED.
 PD0969
 PD0969                          STATION RECOVERY (1946)
 PD0969
 PD0969'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0969'STATION RECOVERED.  THE 1913 DESCRIPTION IS ADEQUATE WITH THE
 PD0969'FOLLOWING ADDITIONS--STATION IS ON THE SUMMIT OF A HILL, IN A LONG,
 PD0969'NARROW, BRUSH-COVERED CLEARING IN THE TIMBER.  THE SUMMIT, EXCEPT
 PD0969'FOR THIS CLEARING, IS DENSELY WOODED.
 PD0969'
 PD0969'TO REACH THE STATION FROM THE POST OFFICE IN CUTLER, DRIVE NE ON
 PD0969'STATE HIGHWAY 191 ABOUT 4.5 MILES TO A WOODS ROAD LEADING ACROSS
 PD0969'A CLEARING ON THE NW SIDE OF THE HIGHWAY, INTO THE WOODS.  FOLLOW
 PD0969'THIS WOODS ROAD ABOUT 0.2 MILE NW, THENCE CLIMB WSW TO SUMMIT OF
 PD0969'HILL AND STATION.
 PD0969
 PD0969                          STATION RECOVERY (1960)
 PD0969
 PD0969'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GCR)
 PD0969'THE STATION WAS RECOVERED.  THE DRILL HOLE WAS FOUND AS
 PD0969'DESCRIBED.  A ROCK CAIRN IS STANDING OVER THE STATION.  THE STATION
 PD0969'SUMMIT IS SURROUNDED BY A HEAVY COVER OF TIMBER, THE VIEW IS
 PD0969'OBSTRUCTED IN ALL DIRECTIONS.  A SIGNAL POLE WAS LEFT STANDING
 PD0969'OVER THE DRILL HOLE.
 PD0969'
 PD0969'THE 1946 DESCRIBED ROUTE TO REACH THE STATION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0513 ***********************************************************************
 OB0513  DESIGNATION -  HILL 1903
 OB0513  PID         -  OB0513
 OB0513  STATE/COUNTY-  ME/SAGADAHOC
 OB0513  USGS QUAD   -  BATH (1980)
 OB0513
 OB0513                         *CURRENT SURVEY CONTROL
 OB0513  ___________________________________________________________________
 OB0513* NAD 83(1996)-  43 53 53.48610(N)    069 48 21.29055(W)     ADJUSTED  
 OB0513* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 OB0513  ___________________________________________________________________
 OB0513  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 OB0513  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 OB0513
 OB0513  HORZ ORDER  -  THIRD
 OB0513
 OB0513.The horizontal coordinates were established by classical geodetic methods
 OB0513.and adjusted by the National Geodetic Survey in March 1998..
 OB0513
 OB0513.The orthometric height was scaled from a topographic map.
 OB0513
 OB0513.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0513
 OB0513.The geoid height was determined by GEOID03.
 OB0513
 OB0513;                    North         East     Units Scale Factor Converg.
 OB0513;SPC ME W     -   118,364.823   928,983.068   MT  0.99997699   +0 15 00.5
 OB0513;UTM  19      - 4,860,880.830   435,276.088   MT  0.99965152   -0 33 31.8
 OB0513
 OB0513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0513!SPC ME W     -   1.00000282  x   0.99997699  =   0.99997981
 OB0513!UTM  19      -   1.00000282  x   0.99965152  =   0.99965433
 OB0513
 OB0513:                Primary Azimuth Mark                     Grid Az
 OB0513:SPC ME W     -  BATH BAPTIST CHURCH SPIRE                334 55 22.7
 OB0513:UTM  19      -  BATH BAPTIST CHURCH SPIRE                335 43 55.0
 OB0513
 OB0513|---------------------------------------------------------------------|
 OB0513| PID    Reference Object                     Distance      Geod. Az  |
 OB0513|                                                           dddmmss.s |
 OB0513| OB0498 BATH BAPTIST CHURCH SPIRE           APPROX. 2.0 KM 3351023.2 |
 OB0513| OB0497 BATH WINTER STREET CH SPIRE         APPROX. 2.1 KM 3361929.5 |
 OB0513| OB0521 BATH RED CHURCH SPIRE               APPROX. 3.1 KM 3482619.2 |
 OB0513|---------------------------------------------------------------------|
 OB0513
 OB0513                          SUPERSEDED SURVEY CONTROL
 OB0513
 OB0513  NAD 83(1992)-  43 53 53.48489(N)    069 48 21.28901(W) AD(       ) 3
 OB0513  NAD 83(1986)-  43 53 53.49036(N)    069 48 21.29431(W) AD(       ) 3
 OB0513  NAD 27      -  43 53 53.19500(N)    069 48 23.11800(W) AD(       ) 3
 OB0513
 OB0513.Superseded values are not recommended for survey control.
 OB0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0513.See file dsdata.txt to determine how the superseded data were derived.
 OB0513
 OB0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3527660881(NAD 83)
 OB0513
 OB0513  HISTORY     - Date     Condition        Report By
 OB0513  HISTORY     - 1903     MONUMENTED       CGS
 OB0513  HISTORY     - 1913     SEE DESCRIPTION  CGS
 OB0513  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0513  HISTORY     - 1940     SEE DESCRIPTION  USE
 OB0513  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0513
 OB0513                          STATION DESCRIPTION
 OB0513
 OB0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 OB0513'NEAR THE S END OF A RIDGE ON THE E BANK OF THE KENNEBEC RIVER,
 OB0513'OPPOSITE THE S END OF BATH.  THE RIDGE IS COVERED WITH LOW BUSHES
 OB0513'AND A FEW SMALL PINE TREES.  THE STATION IS 27 METERS N OF A STONE
 OB0513'FENCE, WITH PASTURE LAND BEYOND, AT THE TOP OF THE SLOPE RISING
 OB0513'FROM THE RIVER.  THE STATION IS MARKED BY A STANDARD BRONZE DISK
 OB0513'SET IN CONCRETE IN THE TOP OF A TILE AS DESCRIBED IN NOTE 6B.  A
 OB0513'REFERENCE MARK, A STANDARD BRONZE DISK WEDGED IN DRILL HOLE IN A
 OB0513'BOULDER, IS 0.76 METER FROM THE STATION, IN AZIMUTH 351 DEG 40
 OB0513'MIN.  OTHER AZIMUTHS ARE AS FOLLOWS--STANDPIPE (BATH), 122
 OB0513'DEG 40 MIN 32 SEC.  FIRST BAPTIST CHURCH (BATH), 155 DEG 10
 OB0513'MIN 02 SEC.  CONGREGATIONAL CHURCH (BATH), 156 DEG
 OB0513'18 MIN 52 SEC.
 OB0513
 OB0513                          STATION RECOVERY (1934)
 OB0513
 OB0513'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0513'STATION WAS RECOVERED AS DESCRIBED.  IT IS NEAR THE S END OF A
 OB0513'RIDGE ON THE E BANK OF THE KENNEBEC RIVER, OPPOSITE THE S END OF
 OB0513'BATH, AND ABOUT 1 MILE SSW OF THE BRIDGE OVER THE SASSANOA
 OB0513'RIVER.  THE STATION WAS MARKED WHEN FOUND, ACCORDING TO (NOTE 6B)
 OB0513'WITH ONE REFERENCE MARK ACCORDING TO (NOTE 12C).  THESE DISKS
 OB0513'WERE STAMPED HILL 1903 AND ONE NEW REFERENCE MARK WAS ESTABLISHED
 OB0513'(NOTE 12C) AND STAMPED HILL 1934.
 OB0513'
 OB0513'TO REACH THE STATION FROM WOOLWICH WHICH IS OPPOSITE BATH, GO S ON
 OB0513'THE GEORGETOWN ROAD 1.6 MILES.  TAKE NARROW ROAD ON RIGHT, 1/4
 OB0513'MILE TO LARGE WHITE HOUSE.  FROM THIS HOUSE TAKE DIM WAGON ROAD NW
 OB0513'FOR 1/4 MILE.  TURN LEFT OPPOSITE FARM BUILDINGS AND HEAD W TO
 OB0513'RIDGE BY THE RIVER.  THE STATION IS AT THE TOP OF THE SLOPE UP
 OB0513'FROM THE RIVER, 27 METERS N OF A STONE FENCE.  S OF THIS STONE
 OB0513'FENCE THERE IS AN OPEN FIELD WITH A GRAVEL PIT AND A SMALL
 OB0513'CEMETERY IN IT.  THE STATION WAS NOT OCCUPIED AND NO SIGNAL
 OB0513'ERECTED IN 1934.
 OB0513
 OB0513                          STATION RECOVERY (1940)
 OB0513
 OB0513'RECOVERY NOTE BY US ENGINEERS 1940
 OB0513'RECOVERED.
 OB0513
 OB0513                          STATION RECOVERY (1942)
 OB0513
 OB0513'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OB0513'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED WITH THE
 OB0513'FOLLOWING EXCEPTIONS--
 OB0513'
 OB0513'DISTANCE TO REFERENCE MARK 1 IS 0.765 METER OR 2.52 FEET.
 OB0513'
 OB0513'OLD MEASUREMENT IS 0.76 METER.
 OB0513'
 OB0513'1934 MEASUREMENT IS 0.736 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0489 ***********************************************************************
 RF0489  DESIGNATION -  HILL MEDT
 RF0489  PID         -  RF0489
 RF0489  STATE/COUNTY-  ME/AROOSTOOK
 RF0489  USGS QUAD   -  WINTERVILLE (1985)
 RF0489
 RF0489                         *CURRENT SURVEY CONTROL
 RF0489  ___________________________________________________________________
 RF0489* NAD 83(1986)-  46 58 03.     (N)    068 34 00.     (W)     SCALED    
 RF0489* NAVD 88     -       342.000  (meters)    1122.05   (feet)  ADJUSTED  
 RF0489  ___________________________________________________________________
 RF0489  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 RF0489  DYNAMIC HT  -         342.037 (meters)    1122.17  (feet)  COMP
 RF0489  MODELED GRAV-     980,711.7   (mgal)                       NAVD 88
 RF0489
 RF0489  VERT ORDER  -  FIRST     CLASS II
 RF0489
 RF0489.The horizontal coordinates were scaled from a topographic map and have
 RF0489.an estimated accuracy of +/- 6 seconds.
 RF0489
 RF0489.The orthometric height was determined by differential leveling
 RF0489.and adjusted by the National Geodetic Survey in June 1991..
 RF0489
 RF0489.The geoid height was determined by GEOID03.
 RF0489
 RF0489.The dynamic height is computed by dividing the NAVD 88
 RF0489.geopotential number by the normal gravity value computed on the
 RF0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0489.degrees latitude (g = 980.6199 gals.).
 RF0489
 RF0489.The modeled gravity was interpolated from observed gravity values.
 RF0489
 RF0489;                    North         East    Units  Estimated Accuracy
 RF0489;SPC ME E     -   366,810.      294,930.      MT  (+/- 180 meters Scaled)
 RF0489
 RF0489                          SUPERSEDED SURVEY CONTROL
 RF0489
 RF0489.No superseded survey control is available for this station.
 RF0489
 RF0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN329016(NAD 83)
 RF0489_MARKER: Z = SEE DESCRIPTION
 RF0489_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 RF0489_SP_SET: UNSPECIFIED DEEP
 RF0489_STAMPING: HILL 1977
 RF0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0489+STABILITY: SURFACE MOTION
 RF0489
 RF0489  HISTORY     - Date     Condition        Report By
 RF0489  HISTORY     - 1977     MONUMENTED       MEDT
 RF0489  HISTORY     - 1978     GOOD             NGS
 RF0489
 RF0489                          STATION DESCRIPTION
 RF0489
 RF0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0489'0.2 MI SE FROM WINTERVILLE.
 RF0489'0.25 MILES SOUTHEAST ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT
 RF0489'WINTERVILLE, ON TOP OF A STEEL ROD DRIVEN TO REFUSAL, CONCRETE
 RF0489'POST SET AROUND ROD, 26.7 FT. WEST OF THE CENTER LINE OF THE HIGHWAY,
 RF0489'115.0 FT. NORTH OF UTILITY POLE NUMBER 164/226.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0571 ***********************************************************************
 OB0571  DESIGNATION -  HIMMELEIN
 OB0571  PID         -  OB0571
 OB0571  STATE/COUNTY-  ME/CUMBERLAND
 OB0571  USGS QUAD   -  ORRS ISLAND (1997)
 OB0571
 OB0571                         *CURRENT SURVEY CONTROL
 OB0571  ___________________________________________________________________
 OB0571* NAD 83(1996)-  43 50 32.59271(N)    069 56 14.85391(W)     ADJUSTED  
 OB0571* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 OB0571  ___________________________________________________________________
 OB0571  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 OB0571  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 OB0571
 OB0571  HORZ ORDER  -  THIRD
 OB0571
 OB0571.The horizontal coordinates were established by classical geodetic methods
 OB0571.and adjusted by the National Geodetic Survey in March 1998..
 OB0571
 OB0571.The orthometric height was scaled from a topographic map.
 OB0571
 OB0571.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0571
 OB0571.The geoid height was determined by GEOID03.
 OB0571
 OB0571;                    North         East     Units Scale Factor Converg.
 OB0571;SPC ME W     -   112,126.965   918,431.825   MT  0.99997084   +0 09 31.6
 OB0571;UTM  19      - 4,854,794.395   424,641.202   MT  0.99966985   -0 38 57.8
 OB0571
 OB0571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0571!SPC ME W     -   1.00000173  x   0.99997084  =   0.99997257
 OB0571!UTM  19      -   1.00000173  x   0.99966985  =   0.99967158
 OB0571
 OB0571:                Primary Azimuth Mark                     Grid Az
 OB0571:SPC ME W     -  ORR 2                                    066 55 35.5
 OB0571:UTM  19      -  ORR 2                                    067 44 04.9
 OB0571
 OB0571|---------------------------------------------------------------------|
 OB0571| PID    Reference Object                     Distance      Geod. Az  |
 OB0571|                                                           dddmmss.s |
 OB0571| OB0589 ORR 2                               APPROX. 2.7 KM 0670507.1 |
 OB0571| CE8228 HIMMELEIN RM 1                       25.575 METERS 08157     |
 OB0571| CE8229 HIMMELEIN RM 2                       30.024 METERS 12424     |
 OB0571|---------------------------------------------------------------------|
 OB0571
 OB0571                          SUPERSEDED SURVEY CONTROL
 OB0571
 OB0571  NAD 83(1992)-  43 50 32.59104(N)    069 56 14.85329(W) AD(       ) 3
 OB0571  NAD 83(1986)-  43 50 32.59674(N)    069 56 14.85855(W) AD(       ) 3
 OB0571  NAD 27      -  43 50 32.30300(N)    069 56 16.68700(W) AD(       ) 3
 OB0571
 OB0571.Superseded values are not recommended for survey control.
 OB0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0571.See file dsdata.txt to determine how the superseded data were derived.
 OB0571
 OB0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ2464154794(NAD 83)
 OB0571
 OB0571  HISTORY     - Date     Condition        Report By
 OB0571  HISTORY     - 1933     MONUMENTED       CGS
 OB0571  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0571
 OB0571                          STATION DESCRIPTION
 OB0571
 OB0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OB0571'STATION IS ON THE CENTER OF THE RIDGE ABOUT 1/4 MILE N OF THE
 OB0571'S TIP OF PRINCE POINT IN CASCO BAY.  THIS POINT LIES BETWEEN LONG
 OB0571'REACH AND HARPSWELL COVE.  STATION MARK IS 6 INCHES BELOW THE
 OB0571'SURFACE OF THE GROUND AND IS IN THE NW CORNER OF A SMALL CLEARED
 OB0571'AREA WHICH IS COVERED WITH JUNIPER BUSHES.  STATION IS 3 METERS
 OB0571'E OF THE TREE LINE ON THE W SIDE OF THE CLEARING.
 OB0571'
 OB0571'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 OB0571'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 OB0571'
 OB0571'REFERENCE MARK NO. 1 IS E AND REFERENCE MARK NO. 2 IS SE OF THE
 OB0571'STATION.
 OB0571'
 OB0571'TO REACH FROM BRUNSWICK GO S ON HIGHWAYS 123 AND 124 WHICH
 OB0571'SEPARATE ON THE S EDGE OF THE CITY.  FROM THIS JUNCTION TAKE
 OB0571'HIGHWAY 124 AND CONTINUE 3.0 MILES TO A POINT WHERE HIGHWAY
 OB0571'124 BENDS SHARPLY TO THE E.  AT THIS POINT KEEP STRAIGHT AHEAD
 OB0571'ON DIRT ROAD 2.3 MILES TO THE HOME OF MR. R.F. HIMMELEIN.  TURN
 OB0571'RIGHT AROUND HIS BARN AND FOLLOW ROAD SW ACROSS FIELD TO THE
 OB0571'HEAD OF A CLEARING WHICH RUNS BACK INTO THE WOOD.  STOP CAR HERE
 OB0571'AND WALK IN THIS SAME SW DIRECTION TO ANOTHER CLEARING.
 OB0571'STATION IS ON THE W SIDE AND HIGHEST PART OF THIS CLEARING.
 OB0571'
 OB0571'HEIGHT OF SIGNAL ABOVE STATION MARK - 7 METERS.
 OB0571
 OB0571                          STATION RECOVERY (1942)
 OB0571
 OB0571'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OB0571'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION--
 OB0571'
 OB0571'STATION IS ABOUT 300 METERS N OF THE S TIP OF PRINCE POINT.  ON
 OB0571'THE W SIDE OF PRINCE POINT THERE IS A SLIGHT POINT WHICH IS
 OB0571'ABOUT 350 METERS NNW OF THE S TIP OF PRINCE POINT.  THE
 OB0571'TRIANGULATION STATION LIES INSHORE, TO E, ABOUT 50 METERS, FROM
 OB0571'THE S TANGENT OF THIS SLIGHT POINT.  IT IS BEST REACHED FROM
 OB0571'THIS DIRECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2489 ***********************************************************************
 PE2489  DESIGNATION -  HINCKLEY MEDOT 1974
 PE2489  PID         -  PE2489
 PE2489  STATE/COUNTY-  ME/SOMERSET
 PE2489  USGS QUAD   -  CLINTON (1988)
 PE2489
 PE2489                         *CURRENT SURVEY CONTROL
 PE2489  ___________________________________________________________________
 PE2489* NAD 83(1996)-  44 38 33.56433(N)    069 36 20.59793(W)     ADJUSTED  
 PE2489* NAVD 88     -        74.7    (meters)     245.     (feet)  VERTCON   
 PE2489  ___________________________________________________________________
 PE2489  LAPLACE CORR-           4.16  (seconds)                    DEFLEC99
 PE2489  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 PE2489
 PE2489  HORZ ORDER  -  SECOND
 PE2489
 PE2489.The horizontal coordinates were established by classical geodetic methods
 PE2489.and adjusted by the National Geodetic Survey in March 1998..
 PE2489
 PE2489.The NAVD 88 height was computed by applying the VERTCON shift value to
 PE2489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PE2489
 PE2489.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2489
 PE2489.The geoid height was determined by GEOID03.
 PE2489
 PE2489;                    North         East     Units Scale Factor Converg.
 PE2489;SPC ME W     -   201,175.112   944,501.319   MT  0.99999101   +0 23 39.0
 PE2489;UTM  19      - 4,943,433.767   451,964.046   MT  0.99962837   -0 25 32.3
 PE2489
 PE2489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2489!SPC ME W     -   0.99999233  x   0.99999101  =   0.99998334
 PE2489!UTM  19      -   0.99999233  x   0.99962837  =   0.99962070
 PE2489
 PE2489|---------------------------------------------------------------------|
 PE2489| PID    Reference Object                     Distance      Geod. Az  |
 PE2489|                                                           dddmmss.s |
 PE2489| PE2488 HINCKLEY PT A                        18.142 METERS 17309     |
 PE2489| PE2503 BIGELOW                             APPROX.12.4 KM 3091246.4 |
 PE2489| PE2504 HINCKLEY SCHOOL TANK                APPROX. 3.0 KM 3153013.5 |
 PE2489|---------------------------------------------------------------------|
 PE2489
 PE2489                          SUPERSEDED SURVEY CONTROL
 PE2489
 PE2489  NAD 83(1992)-  44 38 33.56287(N)    069 36 20.59375(W) AD(       ) 2
 PE2489  NAD 83(1986)-  44 38 33.56800(N)    069 36 20.60140(W) AD(       ) 2
 PE2489  NAD 27      -  44 38 33.33883(N)    069 36 22.43980(W) AD(       ) 2
 PE2489  NGVD 29 (07/19/86)   74.9    (m)          246.     (f) VERT ANG       
 PE2489
 PE2489.Superseded values are not recommended for survey control.
 PE2489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2489.See file dsdata.txt to determine how the superseded data were derived.
 PE2489
 PE2489_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK5196443434(NAD 83)
 PE2489_MARKER: DD = SURVEY DISK
 PE2489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE2489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE2489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE2489+STABILITY: SURFACE MOTION
 PE2489
 PE2489  HISTORY     - Date     Condition        Report By
 PE2489  HISTORY     - 1974     MONUMENTED       MEDT
 PE2489
 PE2489                          STATION DESCRIPTION
 PE2489
 PE2489'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974 (RCA)
 PE2489'THE STATION IS LOCATED IN THE NORTHERN PART OF THE CITY OF
 PE2489'FAIRFIELD ABOUT 3 MILES SOUTH OF THE VILLAGE OF HINCKLEY, 3.75
 PE2489'MILES NORTH OF FAIRFIELD AND 5 MILES WEST OF CLINTON.
 PE2489'
 PE2489'TO REACH THE STATION FROM THE POST OFFICE IN THE VILLAGE OF
 PE2489'HINCKLEY GO SOUTH ON U.S. ROUTE 201 AND STATE ROUTE 23 FOR 2.3
 PE2489'MILES TO THE JUNCTION OF U.S. ROUTE 201 AND STATE ROUTE 23,
 PE2489'CONTINUE SOUTH ON U.S. ROUTE 201 FOR 1.0 MILE TO THE TOP OF A HILL
 PE2489'AND THE STATION ON THE LEFT.
 PE2489'
 PE2489'THE STATION IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 PE2489'DISK STAMPED HINCKLEY 1974, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 PE2489'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.  THE SUBSURFACE
 PE2489'STATION MARK IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION DISK
 PE2489'STAMPED HINCKLEY 1974 SET IN AN IRREGULAR MASS OF CONCRETE ABOUT
 PE2489'4.5 FEET BELOW THE GROUND.  IT IS 2.2 FEET SOUTHWEST OF A
 PE2489'RIGHT-OF-WAY FENCE, 3.4 FEET SOUTH OF A METAL WITNESS POST AND
 PE2489'57.8 FEET NORTHEAST OF THE CENTERLINE OF U.S. ROUTE 201.
 PE2489'
 PE2489'NO REFERENCE OR AZIMUTH MARKS WERE ESTABLISHED AT THIS TIME.
 PE2489'
 PE2489'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2504 ***********************************************************************
 PE2504  DESIGNATION -  HINCKLEY SCHOOL TANK
 PE2504  PID         -  PE2504
 PE2504  STATE/COUNTY-  ME/SOMERSET
 PE2504  USGS QUAD   -  HINCKLEY (1982)
 PE2504
 PE2504                         *CURRENT SURVEY CONTROL
 PE2504  ___________________________________________________________________
 PE2504* NAD 83(1996)-  44 39 42.79559(N)    069 37 55.92638(W)     ADJUSTED  
 PE2504* NAVD 88     -                                                        
 PE2504  ___________________________________________________________________
 PE2504  LAPLACE CORR-           4.26  (seconds)                    DEFLEC99
 PE2504  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 PE2504
 PE2504  HORZ ORDER  -  THIRD
 PE2504
 PE2504.The horizontal coordinates were established by classical geodetic methods
 PE2504.and adjusted by the National Geodetic Survey in March 1998..
 PE2504
 PE2504
 PE2504.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2504
 PE2504.The geoid height was determined by GEOID03.
 PE2504
 PE2504;                    North         East     Units Scale Factor Converg.
 PE2504;SPC ME W     -   203,297.965   942,386.566   MT  0.99998875   +0 22 32.5
 PE2504;UTM  19      - 4,945,585.890   449,880.640   MT  0.99963089   -0 26 39.8
 PE2504
 PE2504                          SUPERSEDED SURVEY CONTROL
 PE2504
 PE2504  NAD 83(1992)-  44 39 42.79391(N)    069 37 55.92181(W) AD(       ) 4
 PE2504  NAD 83(1986)-  44 39 42.79911(N)    069 37 55.92961(W) AD(       ) 4
 PE2504  NAD 27      -  44 39 42.56995(N)    069 37 57.76190(W) AD(       ) 3
 PE2504
 PE2504.Superseded values are not recommended for survey control.
 PE2504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2504.See file dsdata.txt to determine how the superseded data were derived.
 PE2504
 PE2504_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK4988145586(NAD 83)
 PE2504_MARKER: 53 = ELEVATED TANK
 PE2504
 PE2504  HISTORY     - Date     Condition        Report By
 PE2504  HISTORY     - 1974     FIRST OBSERVED   NGS
 PE2504
 PE2504                          STATION DESCRIPTION
 PE2504
 PE2504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (RCA)
 PE2504'THE STATION, HINCKLEY SCHOOL TANK, IS THE TOP CENTER OF THE 125
 PE2504'FOOT TALL ELEVATED WATERTANK WITH 4 LEGS LOCATED IN THE CITY OF
 PE2504'FAIRFIELD IN THE HINCKLEY SCHOOL YARD.  1.3 MILES SOUTH OF
 PE2504'HINCKLEY POST OFFICE ON U.S. ROUTE 201.  0.2 MILES WEST OF ROUTE
 PE2504'U.S. 20.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2203 ***********************************************************************
 PE2203  DESIGNATION -  HINK 1864
 PE2203  PID         -  PE2203
 PE2203  STATE/COUNTY-  ME/PENOBSCOT
 PE2203  USGS QUAD   -  BANGOR (1991)
 PE2203
 PE2203                         *CURRENT SURVEY CONTROL
 PE2203  ___________________________________________________________________
 PE2203* NAD 83(1996)-  44 46 35.78378(N)    068 45 45.29874(W)     ADJUSTED  
 PE2203* NAVD 88     -        34.     (meters)     112.     (feet)  SCALED    
 PE2203  ___________________________________________________________________
 PE2203  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 PE2203  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 PE2203
 PE2203  HORZ ORDER  -  THIRD
 PE2203
 PE2203.The horizontal coordinates were established by classical geodetic methods
 PE2203.and adjusted by the National Geodetic Survey in March 1998..
 PE2203
 PE2203.The orthometric height was scaled from a topographic map.
 PE2203
 PE2203.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2203
 PE2203.The geoid height was determined by GEOID03.
 PE2203
 PE2203;                    North         East     Units Scale Factor Converg.
 PE2203;SPC ME E     -   123,353.929   279,217.947   MT  0.99990531   -0 11 05.8
 PE2203;UTM  19      - 4,958,162.125   518,784.662   MT  0.99960434   +0 10 02.0
 PE2203
 PE2203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2203!SPC ME E     -   0.99999860  x   0.99990531  =   0.99990391
 PE2203!UTM  19      -   0.99999860  x   0.99960434  =   0.99960294
 PE2203
 PE2203:                Primary Azimuth Mark                     Grid Az
 PE2203:SPC ME E     -  BREWERS FLAGSTAFF                        008 58 42.7
 PE2203:UTM  19      -  BREWERS FLAGSTAFF                        008 37 34.9
 PE2203
 PE2203|---------------------------------------------------------------------|
 PE2203| PID    Reference Object                     Distance      Geod. Az  |
 PE2203|                                                           dddmmss.s |
 PE2203| PE2201 BREWERS FLAGSTAFF                   APPROX. 1.7 KM 0084736.9 |
 PE2203| PE2223 HORSEBACK 1864                      APPROX. 2.6 KM 2473310.6 |
 PE2203| PE2225 EDMONDS STEAM SAWMILL CHIMNEY       APPROX. 2.0 KM 2635628.4 |
 PE2203| PE2212 THOMAS HILL HOUSE CUPOLA            APPROX. 3.7 KM 3343545.1 |
 PE2203| PE2204 BANGOR UNITARIAN CHURCH SPIRE       APPROX. 2.6 KM 3410350.4 |
 PE2203| PE2202 BREWERS BELFRY                      APPROX. 2.2 KM 3540652.2 |
 PE2203|---------------------------------------------------------------------|
 PE2203
 PE2203                          SUPERSEDED SURVEY CONTROL
 PE2203
 PE2203  NAD 83(1992)-  44 46 35.78231(N)    068 45 45.29473(W) AD(       ) 3
 PE2203  NAD 83(1986)-  44 46 35.78099(N)    068 45 45.29529(W) AD(       ) 3
 PE2203  NAD 27      -  44 46 35.54000(N)    068 45 47.17000(W) AD(       ) 3
 PE2203
 PE2203.Superseded values are not recommended for survey control.
 PE2203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2203.See file dsdata.txt to determine how the superseded data were derived.
 PE2203
 PE2203_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1878558162(NAD 83)
 PE2203
 PE2203  HISTORY     - Date     Condition        Report By
 PE2203  HISTORY     - 1864     MONUMENTED       CGS
 PE2203  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2203  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE2203
 PE2203                          STATION DESCRIPTION
 PE2203
 PE2203'DESCRIBED BY COAST AND GEODETIC SURVEY 1864 (SCM)
 PE2203'STATION IS ON THE E SIDE OF THE PENOBSCOT RIVER ON LAND BELONGING
 PE2203'TO JESSE HINKS, ABOUT 3/4 MILE FROM ROAD AND NEARLY E FROM HIGH
 PE2203'HEAD.
 PE2203'
 PE2203'THE FLAGSTAFF, BREWER, AND CHAMBERLAIN TRIANGULATION STATIONS
 PE2203'ARE NEARLY IN RANGE.  TWO CLOCK SPIRES (SOUTH OF KENDUSKEAG)
 PE2203'IN BANGOR ARE IN RANGE.  THE CENTER IS MARKED WITH AN IRON CONE
 PE2203'AND THREE INSTRUMENT PEGS.  THE REFERENCE ARE AS FOLLOWS--
 PE2203'FENCE ABOUT E, 110.10 FEET.  FENCE ABOUT S, 142 FEET.  FENCE
 PE2203'CORNER SE, ABOUT 57 METERS.
 PE2203
 PE2203                          STATION RECOVERY (1934)
 PE2203
 PE2203'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2203'THE STATION IS LOST.  THE FENCES TO WHICH THE STATION WAS
 PE2203'REFERENCED HAVE BEEN REMOVED AND ITS RECOVERY IS IMPOSSIBLE
 PE2203'WITHOUT ADEQUATE REFERENCE MARKS.
 PE2203
 PE2203                          STATION RECOVERY (1944)
 PE2203
 PE2203'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE2203'NEITHER STATION NOR THE REFERENCE MARKS COULD BE FOUND.  STATION
 PE2203'SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2238 ***********************************************************************
 PE2238  DESIGNATION -  HINKLEY
 PE2238  PID         -  PE2238
 PE2238  STATE/COUNTY-  ME/PENOBSCOT
 PE2238  USGS QUAD   -  HERMON (1978)
 PE2238
 PE2238                         *CURRENT SURVEY CONTROL
 PE2238  ___________________________________________________________________
 PE2238* NAD 83(1996)-  44 46 30.82158(N)    068 58 09.77691(W)     ADJUSTED  
 PE2238* NAVD 88     -       151.7    (meters)     498.     (feet)  VERTCON   
 PE2238  ___________________________________________________________________
 PE2238  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 PE2238  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 PE2238
 PE2238  HORZ ORDER  -  SECOND
 PE2238
 PE2238.The horizontal coordinates were established by classical geodetic methods
 PE2238.and adjusted by the National Geodetic Survey in March 1998..
 PE2238
 PE2238.The NAVD 88 height was computed by applying the VERTCON shift value to
 PE2238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PE2238
 PE2238.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2238
 PE2238.The geoid height was determined by GEOID03.
 PE2238
 PE2238;                    North         East     Units Scale Factor Converg.
 PE2238;SPC ME E     -   123,274.405   262,849.976   MT  0.99991697   -0 19 50.2
 PE2238;UTM  19      - 4,957,982.053   502,422.546   MT  0.99960007   +0 01 17.6
 PE2238
 PE2238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2238!SPC ME E     -   0.99998014  x   0.99991697  =   0.99989711
 PE2238!UTM  19      -   0.99998014  x   0.99960007  =   0.99958022
 PE2238
 PE2238:                Primary Azimuth Mark                     Grid Az
 PE2238:SPC ME E     -  BANGOR DOW AFB TANK                      089 31 00.6
 PE2238:UTM  19      -  BANGOR DOW AFB TANK                      089 09 52.8
 PE2238
 PE2238|---------------------------------------------------------------------|
 PE2238| PID    Reference Object                     Distance      Geod. Az  |
 PE2238|                                                           dddmmss.s |
 PE2238| PE2222 BANGOR DOW AFB TANK                 APPROX.11.6 KM 0891110.4 |
 PE2238| CE8004 HINKLEY RM 1                         17.432 METERS 11952     |
 PE2238| CE8005 HINKLEY RM 2                         16.443 METERS 20536     |
 PE2238| PE2240 AIRWAY BCN ENE OF DIXMONT           APPROX.11.9 KM 2270429.8 |
 PE2238|---------------------------------------------------------------------|
 PE2238
 PE2238                          SUPERSEDED SURVEY CONTROL
 PE2238
 PE2238  NAD 83(1992)-  44 46 30.82005(N)    068 58 09.77330(W) AD(       ) 2
 PE2238  NAD 83(1986)-  44 46 30.81845(N)    068 58 09.77845(W) AD(       ) 2
 PE2238  NAD 27      -  44 46 30.56770(N)    068 58 11.62820(W) AD(       ) 2
 PE2238  NGVD 29 (07/19/86)  151.9    (m)          498.     (f) VERT ANG       
 PE2238
 PE2238.Superseded values are not recommended for survey control.
 PE2238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2238.See file dsdata.txt to determine how the superseded data were derived.
 PE2238
 PE2238_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK0242357982(NAD 83)
 PE2238_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PE2238_SETTING: 66 = SET IN ROCK OUTCROP
 PE2238
 PE2238  HISTORY     - Date     Condition        Report By
 PE2238  HISTORY     - 1958     MONUMENTED       CGS
 PE2238
 PE2238                          STATION DESCRIPTION
 PE2238
 PE2238'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 PE2238'STATION IS LOCATED ABOUT 4-1/2 MILES EAST SOUTHEAST OF CARMEL
 PE2238'AND 4 MILES SOUTHWEST OF HERMON ON THE HIGHEST POINT IN THE
 PE2238'VICINITY WHICH IS KNOWN LOCALLY AS HINKLEY HILL.  STATION IS 11
 PE2238'FEET NORTH NORTHWEST OF A TRIANGLE BLAZED EVERGREEN TREE AND 14
 PE2238'FEET SOUTH SOUTHWEST OF SMALL EVERGREEN TREE WITH METAL WITNESS
 PE2238'SIGN.  THE DISK IS CEMENTED IN A DRILL HOLE IN ROCK ABOUT 2
 PE2238'INCHES BELOW THE SURFACE AND IS STAMPED HINKLEY 1958.
 PE2238'
 PE2238'REFERENCE MARK NO. 1 IS CEMENTED FLUSH IN A DRILL HOLE IN ROCK
 PE2238'AND THE DISK IS STAMPED HINKLEY NO 1 1958.
 PE2238'
 PE2238'REFERENCE MARK NO. 2 IS CEMENTED FLUSH IN A DRILL HOLE IN ROCK
 PE2238'AND THE DISK IS STAMPED HINKLEY NO 2 1958.
 PE2238'
 PE2238'TO REACH STATION FROM THE MAIN INTERSECTION IN HERMON GO
 PE2238'WESTERLY ON U.S. HIGHWAY 2 AND STATE HIGHWAY 100 FOR 2.4 MILES
 PE2238'TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTHERLY FOR 2.9 MILES
 PE2238'TO A CROSSROADS.  TURN RIGHT AND GO 0.55 MILE ON GRAVEL ROAD TO
 PE2238'DRIVEWAY ON RIGHT.  TURN RIGHT ON DRIVEWAY PASSING TO THE RIGHT
 PE2238'OF HOUSE AND BARN FOR 0.1 MILE TO TRIANGLE BLAZED TREE AND GAP
 PE2238'IN ROCK FENCE ON THE LEFT.  TURN LEFT THROUGH GAP IN FENCE AND
 PE2238'FOLLOW TRACK ROAD NORTHWESTERLY FOR 0.25 MILE TO THE HIGHEST
 PE2238'POINT AND STATION AS DESCRIBED.
 PE2238'
 PE2238'BANGOR, DOW AIRFORCE BASE, WATER TANK MAY BE USED AS AZIMUTH
 PE2238'MARK BY TOPPING A FEW SMALL EVERGREEN TREES.
 PE2238'
 PE2238'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1616 ***********************************************************************
 QF1616  DESIGNATION -  HINKLEY IBC
 QF1616  PID         -  QF1616
 QF1616  STATE/COUNTY-  ME/WASHINGTON
 QF1616  USGS QUAD   -  FOREST CITY (1988)
 QF1616
 QF1616                         *CURRENT SURVEY CONTROL
 QF1616  ___________________________________________________________________
 QF1616* NAD 83(1996)-  45 37 35.30146(N)    067 39 37.45098(W)     ADJUSTED  
 QF1616* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 QF1616  ___________________________________________________________________
 QF1616  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 QF1616  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 QF1616
 QF1616  HORZ ORDER  -  THIRD
 QF1616
 QF1616.The horizontal coordinates were established by classical geodetic methods
 QF1616.and adjusted by the National Geodetic Survey in March 1998..
 QF1616
 QF1616.The orthometric height was scaled from a topographic map.
 QF1616
 QF1616.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1616
 QF1616.The geoid height was determined by GEOID03.
 QF1616
 QF1616;                    North         East     Units Scale Factor Converg.
 QF1616;SPC ME E     -   218,104.291   365,467.602   MT  0.99995268   +0 36 00.6
 QF1616;UTM  19      - 5,053,420.055   604,423.663   MT  0.99973406   +0 57 27.4
 QF1616
 QF1616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1616!SPC ME E     -   0.99998542  x   0.99995268  =   0.99993810
 QF1616!UTM  19      -   0.99998542  x   0.99973406  =   0.99971948
 QF1616
 QF1616:                Primary Azimuth Mark                     Grid Az
 QF1616:SPC ME E     -  SPINGOLLY IBC                            071 52 51.3
 QF1616:UTM  19      -  SPINGOLLY IBC                            071 31 24.5
 QF1616
 QF1616|---------------------------------------------------------------------|
 QF1616| PID    Reference Object                     Distance      Geod. Az  |
 QF1616|                                                           dddmmss.s |
 QF1616| QF1729 SPINGOLLY IBC                       APPROX. 1.0 KM 0722851.9 |
 QF1616| QF1618 REFERENCE MON 89=HINKLEY RM          14.570 METERS 23633     |
 QF1616|---------------------------------------------------------------------|
 QF1616
 QF1616                          SUPERSEDED SURVEY CONTROL
 QF1616
 QF1616  NAD 83(1992)-  45 37 35.29789(N)    067 39 37.44863(W) AD(       ) 3
 QF1616  NAD 83(1986)-  45 37 35.30097(N)    067 39 37.46137(W) AD(       ) 3
 QF1616  NAD 27      -  45 37 35.08000(N)    067 39 39.43800(W) AD(       ) 3
 QF1616
 QF1616.Superseded values are not recommended for survey control.
 QF1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1616.See file dsdata.txt to determine how the superseded data were derived.
 QF1616
 QF1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL0442453420(NAD 83)
 QF1616_MARKER: DD = SURVEY DISK
 QF1616_SETTING: 80 = SET IN A BOULDER
 QF1616_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF1616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1616+STABILITY: SURFACE MOTION
 QF1616
 QF1616  HISTORY     - Date     Condition        Report By
 QF1616  HISTORY     - 1912     MONUMENTED       IBC
 QF1616  HISTORY     - 1955     GOOD             IBC
 QF1616  HISTORY     - 1972     SEE DESCRIPTION  IBC
 QF1616
 QF1616                          STATION DESCRIPTION
 QF1616
 QF1616'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (AJB)
 QF1616'ON HINKLEY POINT IN SPEDNIK LAKE, ABOUT 30 FEET INSIDE THE LINE OF
 QF1616'BUSHES, 30 FEET E OF THE 24 - INCH PINE ON THE POINT OF TREES, 20
 QF1616'FEET SW OF AN 18 - INCH OAK, AND 20 FEET S OF A 15 - INCH OAK.
 QF1616'
 QF1616'STATION MARK IS A US AND CB COPPER DISK SET IN THE TOP OF A BOULDER
 QF1616'ABOUT 0.7 BY 0.6 BY 0.4 METER IN SIZE PLACED IN THE GROUND WITH ITS
 QF1616'TOP PROJECTING ABOUT 6 INCHES.  A CROSS WITHIN A TRIANGLE IS CUT IN A
 QF1616'ROCK 5.88 METERS INLAND E OF THE STATION.  A LIKE MARK IS CUT IN A
 QF1616'ROCK 4.08 METERS INLAND AND W OF THE STATION AND A THIRD LIKE MARK IS
 QF1616'CUT IN A ROCK 10.00 METERS LAKEWARD FROM THE STATION.
 QF1616
 QF1616                          STATION RECOVERY (1955)
 QF1616
 QF1616'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1616'STATION RECOVERED IN GOOD CONDITION.
 QF1616
 QF1616                          STATION RECOVERY (1972)
 QF1616
 QF1616'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1616'THE STATION WAS RECOVERED AS DESCRIBED BY NWS IN 1955 HOWEVER THE
 QF1616'24 - INCH PINE MENTIONED IN THE DESCRIPTION HAS BEEN CUT DOWN BUT
 QF1616'THE STUMP REMAINS.  THE STATION IS 5 FEET NE OF AN 8 - INCH PINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1617 ***********************************************************************
 QF1617  DESIGNATION -  HINKLEY POINT IBC
 QF1617  PID         -  QF1617
 QF1617  STATE/COUNTY-  ME/WASHINGTON
 QF1617  USGS QUAD   -  FOREST CITY (1988)
 QF1617
 QF1617                         *CURRENT SURVEY CONTROL
 QF1617  ___________________________________________________________________
 QF1617* NAD 83(1996)-  45 37 34.54172(N)    067 39 37.71098(W)     ADJUSTED  
 QF1617* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 QF1617  ___________________________________________________________________
 QF1617  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 QF1617  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 QF1617
 QF1617  HORZ ORDER  -  THIRD
 QF1617
 QF1617.The horizontal coordinates were established by classical geodetic methods
 QF1617.and adjusted by the National Geodetic Survey in March 1998..
 QF1617
 QF1617.The orthometric height was scaled from a topographic map.
 QF1617
 QF1617.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1617
 QF1617.The geoid height was determined by GEOID03.
 QF1617
 QF1617;                    North         East     Units Scale Factor Converg.
 QF1617;SPC ME E     -   218,080.779   365,462.216   MT  0.99995267   +0 36 00.4
 QF1617;UTM  19      - 5,053,396.515   604,418.425   MT  0.99973405   +0 57 27.3
 QF1617
 QF1617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1617!SPC ME E     -   0.99998542  x   0.99995267  =   0.99993809
 QF1617!UTM  19      -   0.99998542  x   0.99973405  =   0.99971947
 QF1617
 QF1617|---------------------------------------------------------------------|
 QF1617| PID    Reference Object                     Distance      Geod. Az  |
 QF1617|                                                           dddmmss.s |
 QF1617| QF1616 HINKLEY IBC                          24.122 METERS 01330     |
 QF1617| QF1728 SPINGOLLY IBC 1946                  APPROX. 1.1 KM 0712006.8 |
 QF1617| QF1603 REFERENCE MON 88=FURNACE            APPROX. 0.6 KM 1891829.7 |
 QF1617| QF1618 REFERENCE MON 89=HINKLEY RM          16.749 METERS 33704     |
 QF1617|---------------------------------------------------------------------|
 QF1617
 QF1617                          SUPERSEDED SURVEY CONTROL
 QF1617
 QF1617  NAD 83(1992)-  45 37 34.53816(N)    067 39 37.70862(W) AD(       ) 3
 QF1617  NAD 83(1986)-  45 37 34.54124(N)    067 39 37.72137(W) AD(       ) 3
 QF1617  NAD 27      -  45 37 34.32000(N)    067 39 39.69800(W) AD(       ) 3
 QF1617
 QF1617.Superseded values are not recommended for survey control.
 QF1617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1617.See file dsdata.txt to determine how the superseded data were derived.
 QF1617
 QF1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL0441853397(NAD 83)
 QF1617_MARKER: DR = REFERENCE MARK DISK
 QF1617_SETTING: 80 = SET IN A BOULDER
 QF1617_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF1617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1617+STABILITY: SURFACE MOTION
 QF1617
 QF1617  HISTORY     - Date     Condition        Report By
 QF1617  HISTORY     - 1946     MONUMENTED       IBC
 QF1617  HISTORY     - 1955     GOOD             IBC
 QF1617
 QF1617                          STATION DESCRIPTION
 QF1617
 QF1617'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF1617'ON HINKLEY POINT IN SPEDNIK LAKE, ON A ROCK 2 BY 3 FEET AND 8 INCHES
 QF1617'HIGH, 30 FEET OUTSIDE THE BUSHES ON THE POINT, 50 FEET S OF THE
 QF1617'24 - INCH PINE, 30 FEET E OF THE EXTREME POINT, AND A FOOT UNDER HIGH
 QF1617'WATER.
 QF1617'
 QF1617'STATION MARK IS A GS OF C BRONZE REFERENCE TABLET SET IN A DRILL
 QF1617'HOLE IN THE ROCK.
 QF1617
 QF1617                          STATION RECOVERY (1955)
 QF1617
 QF1617'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1617'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1332 ***********************************************************************
 PE1332  DESIGNATION -  HITCHCOCK 1860 1934
 PE1332  PID         -  PE1332
 PE1332  STATE/COUNTY-  ME/LINCOLN
 PE1332  USGS QUAD   -  DAMARISCOTTA (1979)
 PE1332
 PE1332                         *CURRENT SURVEY CONTROL
 PE1332  ___________________________________________________________________
 PE1332* NAD 83(1986)-  44 00 47.     (N)    069 31 57.     (W)     SCALED    
 PE1332* NAVD 88     -        38.030  (meters)     124.77   (feet)  ADJUSTED  
 PE1332  ___________________________________________________________________
 PE1332  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 PE1332  DYNAMIC HT  -          38.026 (meters)     124.76  (feet)  COMP
 PE1332  MODELED GRAV-     980,522.8   (mgal)                       NAVD 88
 PE1332
 PE1332  VERT ORDER  -  SECOND    CLASS 0
 PE1332
 PE1332.The horizontal coordinates were scaled from a topographic map and have
 PE1332.an estimated accuracy of +/- 6 seconds.
 PE1332
 PE1332.The orthometric height was determined by differential leveling
 PE1332.and adjusted by the National Geodetic Survey in June 1991..
 PE1332
 PE1332.The geoid height was determined by GEOID03.
 PE1332
 PE1332.The dynamic height is computed by dividing the NAVD 88
 PE1332.geopotential number by the normal gravity value computed on the
 PE1332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1332.degrees latitude (g = 980.6199 gals.).
 PE1332
 PE1332.The modeled gravity was interpolated from observed gravity values.
 PE1332
 PE1332;                    North         East    Units  Estimated Accuracy
 PE1332;SPC ME W     -   131,260.      950,850.      MT  (+/- 180 meters Scaled)
 PE1332
 PE1332                          SUPERSEDED SURVEY CONTROL
 PE1332
 PE1332  NGVD 29 (??/??/92)   38.238  (m)          125.45   (f) ADJ UNCH    2 0
 PE1332
 PE1332.Superseded values are not recommended for survey control.
 PE1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1332.See file dsdata.txt to determine how the superseded data were derived.
 PE1332
 PE1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ573734(NAD 83)
 PE1332_MARKER: DS = TRIANGULATION STATION DISK
 PE1332_SETTING: 80 = SET IN A BOULDER
 PE1332_SP_SET: BOULDER
 PE1332_STAMPING: HITCHCOCK 1860 1934
 PE1332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1332+STABILITY: SURFACE MOTION
 PE1332
 PE1332  HISTORY     - Date     Condition        Report By
 PE1332  HISTORY     - 1860     MONUMENTED       CGS
 PE1332  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE1332  HISTORY     - 1942     SEE DESCRIPTION  CGS
 PE1332  HISTORY     - 1963     SEE DESCRIPTION  CGS
 PE1332  HISTORY     - 1963     GOOD             NGS
 PE1332
 PE1332                          STATION DESCRIPTION
 PE1332
 PE1332'DESCRIBED BY COAST AND GEODETIC SURVEY 1860 (FPW)
 PE1332'STATION IS ON A HILL ON THE E SIDE OF DAMARISCOTTA RIVER ABOUT
 PE1332'1-1/2 MILES BELOW DAMARISCOTTA, ON LAND BELONGING TO BRIGGS
 PE1332'HATCHES.  A STONE FENCE CROSSES THE HILL ABOUT 5 METERS S OF THE
 PE1332'STATION.  MR. HITCHCOCKS HOUSE IS ON THE W SIDE OF THE ROAD TO
 PE1332'DAMARISCOTTA AND DISTANT ABOUT 150 METERS.  THE STATION IS MARKED
 PE1332'BY A HOLE DRILLED IN THE ROCK.
 PE1332
 PE1332                          STATION RECOVERY (1934)
 PE1332
 PE1332'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1332'THE STATION WAS RECOVERED.  IT IS ON THE E SIDE OF THE
 PE1332'DAMARISCOTTA RIVER ABOUT 1-1/2 MILES BELOW THE TOWN OF
 PE1332'DAMARISCOTTA, ON LAND NOW OWNED BY MAY SENTER WHO LIVES ACROSS
 PE1332'THE ROAD FROM THE STATION.
 PE1332'
 PE1332'IT IS 150 METERS W OF HIGHWAY 129, 1.4 MILES S OF THE JUNCTION
 PE1332'OF HIGHWAY 129 AND HIGHWAY 1, AND IS IN A LARGE BOULDER 5 METERS
 PE1332'N OF A STONE FENCE WHICH RUNS E AND W.  THIS FENCE RUNS JUST N
 PE1332'A PROMINENT WHITE HOUSE.
 PE1332'
 PE1332'THE STATION WAS RE-MARKED AND TWO REFERENCE MARKS WERE ESTABLISHED.
 PE1332'
 PE1332'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN
 PE1332'DRILL HOLES IN BOULDERS.
 PE1332'
 PE1332'THE STATION WAS NOT OCCUPIED IN 1934 AND NO SIGNAL WAS ERECTED.
 PE1332
 PE1332                          STATION RECOVERY (1942)
 PE1332
 PE1332'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (HOF)
 PE1332'STATION AND REFERENCE MARKS WERE FOUND AS DESCRIBED, EXCEPT FOR
 PE1332'THE FOLLOWING DISCREPANCIES--
 PE1332'
 PE1332'THE STATION IS 124 METERS W OF CENTER LINE OF STATE HIGHWAY 129
 PE1332'INSTEAD OF 150 METERS, AND 6.1 METERS N OF STONE FENCE INSTEAD
 PE1332'OF ABOUT 5 METERS.
 PE1332
 PE1332                          STATION RECOVERY (1963)
 PE1332
 PE1332'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LFD)
 PE1332'THE STATION AND THE TWO REFERENCE MARKS WAS RECOVERED.  THE
 PE1332'REFERENCE MARKS ARE IN EXCELLENT SHAPE, BUT THE ROCK THAT THE
 PE1332'STATION IS SET IN APPEARS TO BE LEANING TO THE WEST SLIGHTLY.  IT
 PE1332'IS NOT KNOWN IF THE STATION WAS SET ON A LEANING ROCK OR IF THE
 PE1332'STATION HAS MOVED A LITTLE TO WEST.
 PE1332'
 PE1332'THE MEASUREMENTS CHECKED GOOD.
 PE1332'
 PE1332'THE STATION MAY BE REACHED BY GOING 1.6 MILES SOUTH ALONG
 PE1332'STATE HIGHWAYS 129 AND 130 FROM THE LARGE BRIDGE OVER THE
 PE1332'DAMARISCOTTA RIVER AT DAMARISCOTTA, THENCE 138 YARDS ALONG A DIM
 PE1332'ROAD TO STATION ON LEFT.
 PE1332
 PE1332                          STATION RECOVERY (1963)
 PE1332
 PE1332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 PE1332'1.6 MI S FROM DAMARISCOTTA.
 PE1332'ABOUT 1.6 MILES SOUTH ALONG STATE HIGHWAYS 129 AND 130 FROM THE
 PE1332'SOUTH END OF THE LARGE BRIDGE OVER THE DAMARISCOTTA RIVER, ON
 PE1332'TOP OF A 3-BY-FOUR FOOT BURIED BOULDER WHICH PROJECTS 3 FEET
 PE1332'ABOVE THE LEVEL OF THE GROUND, 138 YARDS WEST ALONG A DIM ROAD
 PE1332'FROM THE CENTER LINE OF THE HIGHWAY, 100 YARDS WEST OF A LARGE
 PE1332'WHITE HOUSE, 21 1/2 FEET NORTH OF AN EAST-WEST ROCK FENCE LINE,
 PE1332'24 1/2 FEET SOUTH OF THE CENTER LINE OF THE TRACK ROAD, 25
 PE1332'FEET SOUTH-SOUTHEAST OF A 10-INCH PINE TREE, AND ABOUT 3 FEET
 PE1332'ABOVE THE LEVEL OF THE ROAD.  NOTE-- BOULDER POSSIBLY HAVE MOVED
 PE1332'IN RECENT YEAR AS THE DISK IS NOT LEVEL ON TOP OF THE BOULDER
 PE1332'AND IT APPEARS THAT THE BOULDER HAS MOVED WESTERLY.  ROD HELD
 PE1332'ON HIGHEST PART OF DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1331 ***********************************************************************
 PE1331  DESIGNATION -  HITCHCOCK RM 1
 PE1331  PID         -  PE1331
 PE1331  STATE/COUNTY-  ME/LINCOLN
 PE1331  USGS QUAD   -  DAMARISCOTTA (1979)
 PE1331
 PE1331                         *CURRENT SURVEY CONTROL
 PE1331  ___________________________________________________________________
 PE1331* NAD 83(1986)-  44 00 46.     (N)    069 31 57.     (W)     SCALED    
 PE1331* NAVD 88     -        37.674  (meters)     123.60   (feet)  ADJUSTED  
 PE1331  ___________________________________________________________________
 PE1331  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 PE1331  DYNAMIC HT  -          37.671 (meters)     123.59  (feet)  COMP
 PE1331  MODELED GRAV-     980,522.8   (mgal)                       NAVD 88
 PE1331
 PE1331  VERT ORDER  -  SECOND    CLASS 0
 PE1331
 PE1331.The horizontal coordinates were scaled from a topographic map and have
 PE1331.an estimated accuracy of +/- 6 seconds.
 PE1331
 PE1331.The orthometric height was determined by differential leveling
 PE1331.and adjusted by the National Geodetic Survey in June 1991..
 PE1331
 PE1331.The geoid height was determined by GEOID03.
 PE1331
 PE1331.The dynamic height is computed by dividing the NAVD 88
 PE1331.geopotential number by the normal gravity value computed on the
 PE1331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1331.degrees latitude (g = 980.6199 gals.).
 PE1331
 PE1331.The modeled gravity was interpolated from observed gravity values.
 PE1331
 PE1331;                    North         East    Units  Estimated Accuracy
 PE1331;SPC ME W     -   131,230.      950,850.      MT  (+/- 180 meters Scaled)
 PE1331
 PE1331                          SUPERSEDED SURVEY CONTROL
 PE1331
 PE1331  NGVD 29 (??/??/92)   37.882  (m)          124.28   (f) ADJ UNCH    2 0
 PE1331
 PE1331.Superseded values are not recommended for survey control.
 PE1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1331.See file dsdata.txt to determine how the superseded data were derived.
 PE1331
 PE1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ573734(NAD 83)
 PE1331_MARKER: DR = REFERENCE MARK DISK
 PE1331_SETTING: 80 = SET IN A BOULDER
 PE1331_SP_SET: BOULDER
 PE1331_STAMPING: HITCHCOCK NO 1 1934
 PE1331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1331+STABILITY: SURFACE MOTION
 PE1331
 PE1331  HISTORY     - Date     Condition        Report By
 PE1331  HISTORY     - 1934     MONUMENTED       CGS
 PE1331  HISTORY     - 1963     GOOD             NGS
 PE1331
 PE1331                          STATION DESCRIPTION
 PE1331
 PE1331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 PE1331'1.6 MI S FROM DAMARISCOTTA.
 PE1331'ABOUT 1.6 MILES SOUTH ALONG STATE HIGHWAYS 129 AND 130 FROM THE
 PE1331'SOUTH END OF THE LARGE BRIDGE OVER THE DAMARISCOTTA RIVER, SET
 PE1331'ON THE TOP OF A 3-BY-3-FOOT BURIED BOULDER WHICH PROJECTS 1/2
 PE1331'FOOT ABOVE THE LEVEL OF THE GROUND, 135 YARDS WEST ALONG A DIM
 PE1331'ROAD FROM THE CENTER LINE OF THE HIGHWAYS, 14 FEET NORTH OF ROCK
 PE1331'FENCE LINE, 30 1/2 FEET SOUTH OF THE CENTER LINE OF DIM ROAD,
 PE1331'31 1/2 FEET SOUTHEAST OF 10-INCH PINE TREE, 11.8 FEET SOUTHEAST
 PE1331'OF THE STATION AND ABOUT 1 FOOT ABOVE THE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0767 ***********************************************************************
 QF0767  DESIGNATION -  HITCHINGS
 QF0767  PID         -  QF0767
 QF0767  STATE/COUNTY-  ME/WASHINGTON
 QF0767  USGS QUAD   -  CALAIS (1977)
 QF0767
 QF0767                         *CURRENT SURVEY CONTROL
 QF0767  ___________________________________________________________________
 QF0767* NAD 83(1996)-  45 09 31.67003(N)    067 16 41.20735(W)     ADJUSTED  
 QF0767* NAVD 88     -       116.     (meters)     381.     (feet)  SCALED    
 QF0767  ___________________________________________________________________
 QF0767  LAPLACE CORR-           4.97  (seconds)                    DEFLEC99
 QF0767  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 QF0767
 QF0767  HORZ ORDER  -  THIRD
 QF0767
 QF0767.The horizontal coordinates were established by classical geodetic methods
 QF0767.and adjusted by the National Geodetic Survey in March 1998..
 QF0767
 QF0767.The orthometric height was scaled from a topographic map.
 QF0767
 QF0767.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0767
 QF0767.The geoid height was determined by GEOID03.
 QF0767
 QF0767;                    North         East     Units Scale Factor Converg.
 QF0767;SPC ME E     -   166,515.805   396,065.784   MT  1.00001344   +0 51 59.3
 QF0767;UTM  19      - 5,002,033.170   635,335.552   MT  0.99982521   +1 13 16.0
 QF0767
 QF0767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0767!SPC ME E     -   0.99998549  x   1.00001344  =   0.99999893
 QF0767!UTM  19      -   0.99998549  x   0.99982521  =   0.99981070
 QF0767
 QF0767:                Primary Azimuth Mark                     Grid Az
 QF0767:SPC ME E     -  CALAIS CONG CHURCH SPIRE                 001 52 45.9
 QF0767:UTM  19      -  CALAIS CONG CHURCH SPIRE                 001 31 29.2
 QF0767
 QF0767|---------------------------------------------------------------------|
 QF0767| PID    Reference Object                     Distance      Geod. Az  |
 QF0767|                                                           dddmmss.s |
 QF0767| QF0758 CALAIS CONG CHURCH SPIRE            APPROX. 3.1 KM 0024445.2 |
 QF0767| QF0775 ST STEPHEN METH CH SPIRE IBC        APPROX. 4.0 KM 0025219.9 |
 QF0767| QF0732 SINCLAIR 2 IBC                      APPROX. 4.4 KM 0524013.6 |
 QF0767| QF0765 MAGUERREWOC                         401.379 METERS 1990441.6 |
 QF0767| CE8889 HITCHINGS RM 1                       11.502 METERS 22143     |
 QF0767| QF0817 MILLTOWN CONG CH SPIRE IBC          APPROX. 2.2 KM 3174557.3 |
 QF0767| QF0804 MILLTOWN COT MIL LIGHT ROD IBC      APPROX. 2.1 KM 3270318.6 |
 QF0767| CE8890 HITCHINGS RM 2                        1.153 METERS 35742     |
 QF0767|---------------------------------------------------------------------|
 QF0767
 QF0767                          SUPERSEDED SURVEY CONTROL
 QF0767
 QF0767  NAD 83(1992)-  45 09 31.66480(N)    067 16 41.20543(W) AD(       ) 3
 QF0767  NAD 83(1986)-  45 09 31.66749(N)    067 16 41.21001(W) AD(       ) 3
 QF0767  NAD 27      -  45 09 31.39800(N)    067 16 43.24400(W) AD(       ) 3
 QF0767
 QF0767.Superseded values are not recommended for survey control.
 QF0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0767.See file dsdata.txt to determine how the superseded data were derived.
 QF0767
 QF0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL3533602033(NAD 83)
 QF0767_MARKER: Z = SEE DESCRIPTION
 QF0767_SETTING: 66 = SET IN ROCK OUTCROP
 QF0767
 QF0767  HISTORY     - Date     Condition        Report By
 QF0767  HISTORY     - 1909     MONUMENTED       IBC
 QF0767  HISTORY     - 1946     SEE DESCRIPTION  CGS
 QF0767  HISTORY     - 1955     GOOD             IBC
 QF0767
 QF0767                          STATION DESCRIPTION
 QF0767
 QF0767'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JEM)
 QF0767'ABOUT 1 MILE SE OF MILLTOWN, ME, ON THE N PEAK OF MAGUERREWOC
 QF0767'MOUNTAIN.  IT IS ABOUT 28 METERS NE OF THE SUMMIT OF THE RIDGE AND
 QF0767'ABOUT 14 METERS S OF WHERE THE HILL BEGINS TO BREAK SHARPLY INTO A
 QF0767'SLEEP SLOPE TO THE N.  THERE IS HIGHER GROUND TO THE NW OF THE
 QF0767'STATION.  HILL COVERED BY BUSHES AND BIRCHES ABOUT 2 FEET HIGH WITH
 QF0767'ONE LONE SPRUCE TREE 12 FEET HIGH, 100 FEET SOUTHEAST OF THE STATION.
 QF0767'
 QF0767'IN 1955 THE SPRUCE TREE WAS 18 FEET HIGH WITH A FEW SCATTERING
 QF0767'SPRUCES 10 FEET HIGH ON THE RIDGE.  STATION LEDGE NOW EXPOSED 2 BY
 QF0767'3 METERS WITH MARKER ON SOUTH CENTRAL PART, AND THERE ARE 3 GROUPS
 QF0767'OF ROCKS ON THE LEDGE FOR GUYING A SIGNAL.  THE LEDGE IS AN OPEN
 QF0767'SPACE ON THE N SLOPE OF THE HILL AMONG A NUMBER OF EXPOSED LEDGES.
 QF0767'
 QF0767'STATION MARK IS THE SHANK OF A BRONZE DISK, PROJECTING ABOUT 3/4
 QF0767'INCH IN THE BOTTOM OF A DEPRESSION ABOUT 3 INCHES DEEP (FILLED WITH
 QF0767'DIRT WHEN FOUND IN 1946), NEAR THE SOUTH SIDE OF AN EXPOSED LEDGE
 QF0767'ABOUT A METER SQUARE.  A 1/4 - INCH DIAMETER DRILL HOLE IS IN THE
 QF0767'TOP OF THE SHANK.  THE REFERENCE MARKS ARE CROSSES WITHIN TRIANGLES
 QF0767'CUT IN EXPOSED LEDGES, AND WERE CUT DEEPER IN 1946.  ONE IS S 41
 QF0767'DEGREES 43 MINUTES W, 11.50 METERS DISTANT.  AND ONE N 2 DEGREES 18
 QF0767'MINUTES W, 1.15 METERS DISTANT FROM THE STATION, IN THE SAME LEDGE AS
 QF0767'STATION.
 QF0767
 QF0767                          STATION RECOVERY (1946)
 QF0767
 QF0767'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (NWS)
 QF0767'THE STATION IS ABOUT 1 MILE SE OF MILLTOWN, MAINE, ON THE N PEAK OF
 QF0767'MAGUERREWOC MOUNTAIN, KNOWN LOCALLY AS HITCHINGS MOUNTAIN.  IT IS
 QF0767'ABOUT 28 METERS N OF THE SUMMIT OF THE RIDGE AND ABOUT 14 METERS S
 QF0767'OF WHERE THE HILL BEGINS TO BREAK SHARPLY INTO A STEEP SLOPE TO
 QF0767'THE N.  THERE IS HIGHER GROUND TO THE NW OF THE STATION.  HILL
 QF0767'COVERED BY BUSHES AND BIRCHES ABOUT 2 FEET HIGH WITH ONE LONE
 QF0767'SPRUCE TREE 12 FEET HIGH, 100 FEET SOUTHEAST OF THE STATION.
 QF0767'
 QF0767'THE STATION MARK IS THE SHANK OF A BRONZE DISK, PROJECTING ABOUT
 QF0767'3/4 INCH IN THE BOTTOM OF A DEPRESSION ABOUT 3 INCHES DEEP
 QF0767'(FILLED WITH DIRT WHEN FOUND IN 1946), NEAR THE SOUTH SIDE OF AN
 QF0767'EXPOSED LEDGE ABOUT A METER SQUARE.  A 1/4-INCH-DIAMETER DRILL
 QF0767'HOLE IS IN THE TOP OF THE SHANK.  THE REFERENCE MARKS ARE CROSSES
 QF0767'WITHIN TRIANGLES CUT IN EXPOSED LEDGES, AND WERE CUT DEEPER IN
 QF0767'1946.  ONE IS S. 41 DEG 43 MIN W., 11.50 METERS DISTANT.  AND ONE
 QF0767'N. 2 DEG 18 MIN W., 1.15 METERS DISTANT FROM THE STATION, IN
 QF0767'THE SAME LEDGE AS STATION.
 QF0767
 QF0767                          STATION RECOVERY (1955)
 QF0767
 QF0767'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF0767'THE SPRUCE TREE IS 18 FEET HIGH WITH A FEW SCATTERED SPRUCES 10 FEET
 QF0767'HIGH ON THE RIDGE. STATION LEDGE NOW EXPOSED 2 BY 3 METERS WITH MARKER
 QF0767'ON SOUTH CENTRAL PART, AND THERE ARE 3 GROUPS OF ROCKS ON THE LEDGE
 QF0767'FOR GUYING A SIGNAL.  THE LEDGE IS AN OPEN SPACE ON THE NORTH SLOPE OF
 QF0767'THE HILL AMONG A NUMBER OF EXPOSED LEDGES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0631 ***********************************************************************
 PD0631  DESIGNATION -  HOB
 PD0631  PID         -  PD0631
 PD0631  STATE/COUNTY-  ME/WASHINGTON
 PD0631  USGS QUAD   -  PEMBROKE (1977)
 PD0631
 PD0631                         *CURRENT SURVEY CONTROL
 PD0631  ___________________________________________________________________
 PD0631* NAD 83(1996)-  44 52 55.95795(N)    067 10 47.95681(W)     ADJUSTED  
 PD0631* NAVD 88     -         4.2    (meters)      14.     (feet)  VERTCON   
 PD0631  ___________________________________________________________________
 PD0631  LAPLACE CORR-           5.09  (seconds)                    DEFLEC99
 PD0631  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 PD0631
 PD0631  HORZ ORDER  -  THIRD
 PD0631
 PD0631.The horizontal coordinates were established by classical geodetic methods
 PD0631.and adjusted by the National Geodetic Survey in March 1998..
 PD0631
 PD0631.The NAVD 88 height was computed by applying the VERTCON shift value to
 PD0631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PD0631
 PD0631.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0631
 PD0631.The geoid height was determined by GEOID03.
 PD0631
 PD0631;                    North         East     Units Scale Factor Converg.
 PD0631;SPC ME E     -   135,902.552   404,281.418   MT  1.00003368   +0 55 53.6
 PD0631;UTM  19      - 4,971,476.854   643,738.522   MT  0.99985406   +1 17 04.2
 PD0631
 PD0631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0631!SPC ME E     -   1.00000290  x   1.00003368  =   1.00003658
 PD0631!UTM  19      -   1.00000290  x   0.99985406  =   0.99985696
 PD0631
 PD0631                          SUPERSEDED SURVEY CONTROL
 PD0631
 PD0631  NAD 83(1992)-  44 52 55.94850(N)    067 10 47.95715(W) AD(       ) 3
 PD0631  NAD 83(1986)-  44 52 55.94708(N)    067 10 47.95798(W) AD(       ) 3
 PD0631  NGVD 29 (09/20/87)    4.4    (m)           14.     (f) VERT ANG       
 PD0631
 PD0631.Superseded values are not recommended for survey control.
 PD0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0631.See file dsdata.txt to determine how the superseded data were derived.
 PD0631
 PD0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK4373971477(NAD 83)
 PD0631_MARKER: DD = SURVEY DISK
 PD0631_SETTING: 66 = SET IN ROCK OUTCROP
 PD0631_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 PD0631_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0631_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0631+STABILITY: POSITION/ELEVATION WELL
 PD0631
 PD0631  HISTORY     - Date     Condition        Report By
 PD0631  HISTORY     - 1986     MONUMENTED       NOS
 PD0631
 PD0631                          STATION DESCRIPTION
 PD0631
 PD0631'DESCRIBED BY NATIONAL OCEAN SERVICE 1986 (JGF)
 PD0631'THE STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF DENNYSVILLE ON A
 PD0631'THUMB OF LAND PROJECTING INTO DUCK HARBOR, DENNYS BAY.  WEST OF
 PD0631'HALLOWELL ISLAND.  AND SOUTH OF HURLEY POINT.
 PD0631'
 PD0631'TO REACH STATION, GO BY BOAT FROM EASTPORT.
 PD0631'
 PD0631'THE STATION IS A STANDARD NOS DISK STAMPED---HOB 1986---,SET INTO A
 PD0631'DRILL HOLE IN BEDROCK.
 PD0631'IT IS LOCATED,
 PD0631'NORTHEAST PART OF A POINT OF LAND
 PD0631'2.0 METERS (6.56FT) SOUTHWEST OF MHWL.
 PD0631'
 PD0631'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 PD0631'DESCRIBED BY PBW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2610 ***********************************************************************
 PE2610  DESIGNATION -  HOCK
 PE2610  PID         -  PE2610
 PE2610  STATE/COUNTY-  ME/WALDO
 PE2610  USGS QUAD   -  SEARSPORT (1988)
 PE2610
 PE2610                         *CURRENT SURVEY CONTROL
 PE2610  ___________________________________________________________________
 PE2610* NAD 83(1996)-  44 23 35.45025(N)    068 52 48.77609(W)     ADJUSTED  
 PE2610* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 PE2610  ___________________________________________________________________
 PE2610  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 PE2610  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 PE2610
 PE2610  HORZ ORDER  -  THIRD
 PE2610
 PE2610.The horizontal coordinates were established by classical geodetic methods
 PE2610.and adjusted by the National Geodetic Survey in March 1998..
 PE2610.No horizontal observational check was made to the station.
 PE2610
 PE2610.The orthometric height was scaled from a topographic map.
 PE2610
 PE2610.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2610
 PE2610.The geoid height was determined by GEOID03.
 PE2610
 PE2610;                    North         East     Units Scale Factor Converg.
 PE2610;SPC ME E     -    80,787.258   269,709.488   MT  0.99991128   -0 15 57.6
 PE2610;UTM  19      - 4,915,551.032   509,539.962   MT  0.99960112   +0 05 01.7
 PE2610
 PE2610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2610!SPC ME E     -   1.00000295  x   0.99991128  =   0.99991423
 PE2610!UTM  19      -   1.00000295  x   0.99960112  =   0.99960407
 PE2610
 PE2610                          SUPERSEDED SURVEY CONTROL
 PE2610
 PE2610  NAD 83(1992)-  44 23 35.45192(N)    068 52 48.75501(W) AD(       ) 3
 PE2610  NAD 83(1986)-  44 23 35.45691(N)    068 52 48.75482(W) AD(       ) 3
 PE2610
 PE2610.Superseded values are not recommended for survey control.
 PE2610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2610.See file dsdata.txt to determine how the superseded data were derived.
 PE2610
 PE2610_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK0954015551(NAD 83)
 PE2610_MARKER: DT = TOPOGRAPHIC STATION DISK
 PE2610_SETTING: 66 = SET IN ROCK OUTCROP
 PE2610_SP_SET: SET IN ROCK OUTCROP
 PE2610_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2610_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE2610+STABILITY: POSITION/ELEVATION WELL
 PE2610
 PE2610  HISTORY     - Date     Condition        Report By
 PE2610  HISTORY     - 1983     MONUMENTED       NOS
 PE2610
 PE2610                          STATION DESCRIPTION
 PE2610
 PE2610'DESCRIBED BY NATIONAL OCEAN SERVICE 1983 (RST)
 PE2610'THE STATION IS LOCATED ON THE NORTHERNMOST POINT OF ISLESBORO
 PE2610'ISLAND ON A POINT OF LAND KNOWN AS TURTLE HEAD POINT.
 PE2610'
 PE2610'THE STATION MUST BE REACHED BY BOAT.
 PE2610'
 PE2610'THE STATION IS A STANDARD C AND GS TOPO DISK
 PE2610'STAMPED---HOCK 1941---,
 PE2610'SET IN A ROCK.
 PE2610'IT IS LOCATED
 PE2610'7.5 METERS (26 FT) NORTH FROM TURTLE 1983.
 PE2610'
 PE2610'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.07 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0520 ***********************************************************************
 OB0520  DESIGNATION -  HODGKINS 1855
 OB0520  PID         -  OB0520
 OB0520  STATE/COUNTY-  ME/SAGADAHOC
 OB0520  USGS QUAD   -  BATH (1980)
 OB0520
 OB0520                         *CURRENT SURVEY CONTROL
 OB0520  ___________________________________________________________________
 OB0520* NAD 83(1996)-  43 58 43.14462(N)    069 48 46.17191(W)     ADJUSTED  
 OB0520* NAVD 88     -        51.     (meters)     167.     (feet)  SCALED    
 OB0520  ___________________________________________________________________
 OB0520  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 OB0520  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 OB0520
 OB0520  HORZ ORDER  -  THIRD
 OB0520
 OB0520.The horizontal coordinates were established by classical geodetic methods
 OB0520.and adjusted by the National Geodetic Survey in March 1998..
 OB0520
 OB0520.The orthometric height was scaled from a topographic map.
 OB0520
 OB0520.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0520
 OB0520.The geoid height was determined by GEOID03.
 OB0520
 OB0520;                    North         East     Units Scale Factor Converg.
 OB0520;SPC ME W     -   127,302.203   928,389.485   MT  0.99997658   +0 14 44.5
 OB0520;UTM  19      - 4,869,822.798   434,808.992   MT  0.99965227   -0 33 52.0
 OB0520
 OB0520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0520!SPC ME W     -   0.99999608  x   0.99997658  =   0.99997266
 OB0520!UTM  19      -   0.99999608  x   0.99965227  =   0.99964835
 OB0520
 OB0520:                Primary Azimuth Mark                     Grid Az
 OB0520:SPC ME W     -  RICHMOND BROWN CH SPIRE F W B            002 35 09.1
 OB0520:UTM  19      -  RICHMOND BROWN CH SPIRE F W B            003 23 45.6
 OB0520
 OB0520|---------------------------------------------------------------------|
 OB0520| PID    Reference Object                     Distance      Geod. Az  |
 OB0520|                                                           dddmmss.s |
 OB0520| PE2433 RICHMOND BROWN CH SPIRE F W B       APPROX.12.2 KM 0024953.6 |
 OB0520| PE2434 RICHMOND CONG CHURCH SPIRE          APPROX.11.9 KM 0032313.6 |
 OB0520| PE2431 WILSON                              APPROX.14.7 KM 0093618.0 |
 OB0520| PE2424 HAGAR 1868                          APPROX.17.8 KM 0113404.0 |
 OB0520| OB0514 ARROWSEAG WETMORES HSE CHIM         APPROX.10.0 KM 1741435.0 |
 OB0520| OB0500 BATH SOUTH METHODIST CH SPIRE       APPROX. 7.8 KM 1820026.1 |
 OB0520| OB0508 EAST TELEGRAPH POLE                 APPROX. 3.0 KM 1820757.8 |
 OB0520| OB0498 BATH BAPTIST CHURCH SPIRE           APPROX. 7.1 KM 1821256.7 |
 OB0520| OB0499 BATH CALVINIST CHURCH SPIRE         APPROX. 6.6 KM 1822209.5 |
 OB0520| OB0497 BATH WINTER STREET CH SPIRE         APPROX. 7.0 KM 1822505.8 |
 OB0520| OB0496 BATH CENTRAL CHURCH SPIRE           APPROX. 7.3 KM 1822930.6 |
 OB0520| OB0494 BATH EPISCOPAL CHURCH SPIRE         APPROX. 6.9 KM 1832624.5 |
 OB0520| OB0495 WEST TELEGRAPH POLE                 APPROX. 3.2 KM 1871653.0 |
 OB0520| OB0504 GREAT HILL RESET                    APPROX. 9.7 KM 1993844.9 |
 OB0520| OB0599 BRUNSWICK BOWDOIN COLL CHAPEL       APPROX.14.3 KM 2365839.0 |
 OB0520| OB0597 BRUNSWICK CONG CHURCH SPIRE         APPROX.14.2 KM 2375757.2 |
 OB0520| PE2451 BOWDINHAM BROWN SPIRE               APPROX. 7.7 KM 2954833.3 |
 OB0520| PE2450 BOWDINHAM WHITE SPIRE               APPROX. 7.7 KM 2963922.3 |
 OB0520|---------------------------------------------------------------------|
 OB0520
 OB0520                          SUPERSEDED SURVEY CONTROL
 OB0520
 OB0520  NAD 83(1992)-  43 58 43.14375(N)    069 48 46.17092(W) AD(       ) 3
 OB0520  NAD 83(1986)-  43 58 43.14910(N)    069 48 46.17607(W) AD(       ) 3
 OB0520  NAD 27      -  43 58 42.85600(N)    069 48 48.00800(W) AD(       ) 3
 OB0520
 OB0520.Superseded values are not recommended for survey control.
 OB0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0520.See file dsdata.txt to determine how the superseded data were derived.
 OB0520
 OB0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3480969823(NAD 83)
 OB0520
 OB0520  HISTORY     - Date     Condition        Report By
 OB0520  HISTORY     - 1855     MONUMENTED       COASUR
 OB0520  HISTORY     - 1913     SEE DESCRIPTION  CGS
 OB0520  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OB0520  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0520  HISTORY     - 1972     SEE DESCRIPTION  USGS
 OB0520
 OB0520                          STATION DESCRIPTION
 OB0520
 OB0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 OB0520'ON THE HIGHEST PART OF A LONG ROCKY HILL ON THE E SIDE OF THE
 OB0520'KENNEBEC RIVER OPPOSITE CHOPS POINT, ABOUT 4 MILES N OF BATH.  THE
 OB0520'LAND IS OWNED BY WILBUR E. HOWE WHO LIVES BETWEEN THE STATION AND
 OB0520'THE RIVER.  A STONE FENCE CROSSES THE HILL 21 METERS S OF THE
 OB0520'STATION AND THROUGH THE VALLEY TO THE EASTWARD RUNS THE RIVER
 OB0520'ROAD.  THE STATION IS MARKED BY A STANDARD BRONZE DISK WEDGED IN
 OB0520'A DRILL HOLE IN A BOULDER AND THE REFERENCE MARK IS A BRASS BOLT
 OB0520'SET IN A DRILLED HOLE 1.88 METERS FROM THE STATION, IN AZIMUTH
 OB0520'342 DEG 23 MIN 30 SEC.
 OB0520
 OB0520                          STATION RECOVERY (1933)
 OB0520
 OB0520'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OB0520'ON THE HIGHEST PART OF A LONG ROCKY HILL ON THE E SIDE OF THE
 OB0520'KENNEBEC RIVER OPPOSITE CHOP POINT.  THE STATION MARK IS ON THE
 OB0520'CENTER OF THE RIDGE, ABOUT 1/8 MILE W OF THE ROAD AND 21.0 METERS
 OB0520'N OF A STONE WALL WHICH CROSSES THE RIDGE.  REFERENCE MARK NO. 1
 OB0520'IS S OF THE STATION AND 19.4 METERS N OF THE STONE WALL.
 OB0520'REFERENCE MARK NO. 2 A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 OB0520'IN OUTCROPPING BEDROCK, IS SW OF THE STATION AND 19.3
 OB0520'METERS N OF THE STONE WALL.
 OB0520'
 OB0520'THIS STATION IS STAMPED HODGKINS 1855 AS RECOVERED AND REMARKED
 OB0520'IN 1913.  HOWEVER, AS SHOWN BY ANGLES MEASURED AT GREAT HILL
 OB0520'1855 AND SPRAGUE 1855 BETWEEN GREAT HILL, SPRAGUE, AND BATH,
 OB0520'WINTER STREET, CHURCH SPIRE 1855, THIS IS NOT THE SAME POINT AS
 OB0520'DETERMINED IN 1855.
 OB0520'
 OB0520'TO REACH FROM BATH AT THE TOLL GATE ON THE E END OF THE CARLTON
 OB0520'BRIDGE, GO N ON U.S. HIGHWAY 1 FOR 0.30 MILE AND TURN LEFT OFF
 OB0520'HIGHWAY 1.  CONTINUE ON THIS ROAD 1.9 MILES AND TURN LEFT.
 OB0520'CONTINUE 2.9 MILES TO TOP OF HILL AT A CEMETERY AND SMALL GRAVEL
 OB0520'PIT.  WALK W ABOUT 1/8 MILE TO TOP OF HILL AND STATION.
 OB0520
 OB0520                          STATION RECOVERY (1942)
 OB0520
 OB0520'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (HOF)
 OB0520'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 OB0520'
 OB0520'NOTE--AIR PHOTO PARTY REPORTS THAT EXAMINATION OF DATA AVAILABLE
 OB0520'INDICATES THAT THIS IS A RECOVERY OF TRIANGULATION STATION
 OB0520'HODGKINS 2, 1933.
 OB0520
 OB0520                          STATION RECOVERY (1972)
 OB0520
 OB0520'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OB0520'NOT RECOVERED.  AREA IS NOW HEAVILY WOODED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0519 ***********************************************************************
 OB0519  DESIGNATION -  HODGKINS 2
 OB0519  PID         -  OB0519
 OB0519  STATE/COUNTY-  ME/SAGADAHOC
 OB0519  USGS QUAD   -  BATH (1980)
 OB0519
 OB0519                         *CURRENT SURVEY CONTROL
 OB0519  ___________________________________________________________________
 OB0519* NAD 83(1996)-  43 58 43.11715(N)    069 48 46.17076(W)     ADJUSTED  
 OB0519* NAVD 88     -        51.     (meters)     167.     (feet)  SCALED    
 OB0519  ___________________________________________________________________
 OB0519  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 OB0519  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 OB0519
 OB0519  HORZ ORDER  -  THIRD
 OB0519
 OB0519.The horizontal coordinates were established by classical geodetic methods
 OB0519.and adjusted by the National Geodetic Survey in March 1998..
 OB0519
 OB0519.The orthometric height was scaled from a topographic map.
 OB0519
 OB0519.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0519
 OB0519.The geoid height was determined by GEOID03.
 OB0519
 OB0519;                    North         East     Units Scale Factor Converg.
 OB0519;SPC ME W     -   127,301.355   928,389.515   MT  0.99997658   +0 14 44.5
 OB0519;UTM  19      - 4,869,821.950   434,809.009   MT  0.99965227   -0 33 52.0
 OB0519
 OB0519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0519!SPC ME W     -   0.99999608  x   0.99997658  =   0.99997266
 OB0519!UTM  19      -   0.99999608  x   0.99965227  =   0.99964835
 OB0519
 OB0519|---------------------------------------------------------------------|
 OB0519| PID    Reference Object                     Distance      Geod. Az  |
 OB0519|                                                           dddmmss.s |
 OB0519| CE8230 HODGKINS 2 RM 1                       1.885 METERS 16223     |
 OB0519| OB0512 BATH BRIDGE C OF TOP OF E TWR       APPROX. 7.5 KM 1773152.0 |
 OB0519| OB0511 BATH BRIDGE C OF TOP OF W TWR       APPROX. 7.5 KM 1780646.5 |
 OB0519| OB0521 BATH RED CHURCH SPIRE               APPROX. 5.9 KM 1804102.4 |
 OB0519| OB0497 BATH WINTER STREET CH SPIRE         APPROX. 7.0 KM 1822507.6 |
 OB0519| OB0504 GREAT HILL RESET                    APPROX. 9.7 KM 1993851.4 |
 OB0519| CE8231 HODGKINS 2 RM 2                       2.868 METERS 23734     |
 OB0519|---------------------------------------------------------------------|
 OB0519
 OB0519                          SUPERSEDED SURVEY CONTROL
 OB0519
 OB0519  NAD 83(1992)-  43 58 43.11612(N)    069 48 46.16969(W) AD(       ) 3
 OB0519  NAD 83(1986)-  43 58 43.12148(N)    069 48 46.17483(W) AD(       ) 3
 OB0519  NAD 27      -  43 58 42.83200(N)    069 48 48.00300(W) AD(       ) 3
 OB0519
 OB0519.Superseded values are not recommended for survey control.
 OB0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0519.See file dsdata.txt to determine how the superseded data were derived.
 OB0519
 OB0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3480969822(NAD 83)
 OB0519
 OB0519  HISTORY     - Date     Condition        Report By
 OB0519  HISTORY     - 1933     MONUMENTED       CGS
 OB0519  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OB0519  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0519  HISTORY     - 1949     SEE DESCRIPTION  CGS
 OB0519
 OB0519                          STATION DESCRIPTION
 OB0519
 OB0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OB0519'ON THE HIGHEST PART OF A LONG ROCKY HILL ON THE E SIDE OF THE
 OB0519'KENNEBEC RIVER OPPOSITE CHOP POINT.  THE STATION MARK IS ON
 OB0519'THE CENTER OF THE RIDGE, ABOUT 1/8 MILE W OF THE ROAD AND 21.0
 OB0519'METERS N OF A STONE WALL WHICH CROSSES THE RIDGE.  REFERENCE
 OB0519'MARK NO. 1 IS S OF THE STATION AND 19.4 METERS N OF THE STONE
 OB0519'WALL.  REFERENCE MARK NO. 2 A STANDARD BRONZE DISK WEDGED IN A
 OB0519'DRILL HOLE IN OUTCROPPING BEDROCK, IS SW OF THE STATION AND
 OB0519'19.3 METERS N OF THE STONE WALL.
 OB0519'
 OB0519'THIS STATION IS STAMPED HODGKINS 1855 AS RECOVERED AND
 OB0519'REMARKED IN 1913.  HOWEVER, AS SHOWN BY ANGLES MEASURED AT
 OB0519'GREAT HILL 1855 AND SPRAGUE 1855 BETWEEN GREAT HILL, SPRAGUE, AND
 OB0519'BATH, WINTER STREET, CHURCH SPIRE 1855, THIS IS NOT THE SAME
 OB0519'POINT AS DETERMINED IN 1855.
 OB0519'
 OB0519'TO REACH FROM BATH AT THE TOLL GATE ON THE E END OF THE CARLTON
 OB0519'BRIDGE, GO N ON U.S. HIGHWAY 1 FOR 0.30 MILE AND TURN LEFT
 OB0519'OFF HIGHWAY 1.  CONTINUE ON THIS ROAD 1.9 MILES AND TURN
 OB0519'LEFT.  CONTINUE 2.9 MILES TO TOP OF HILL AT A CEMTERY AND SMALL
 OB0519'GRAVEL PIT WALK W ABOUT 1/8 MILE TO TOP OF HILL AND STATION.
 OB0519
 OB0519                          STATION RECOVERY (1942)
 OB0519
 OB0519'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (HOF)
 OB0519'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 OB0519'
 OB0519'NOTE--AIR PHOTO PARTY REPORTS THAT EXAMINATION OF DATA
 OB0519'AVAILABLE INDICATES THAT THIS IS A RECOVERY OF TRIANGULATION
 OB0519'STATION HODGKINS 2, 1933.
 OB0519
 OB0519                          STATION RECOVERY (1949)
 OB0519
 OB0519'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM)
 OB0519'STATION AND R.M.S RECOVERED IN GOOD CONDITION.  THE 1933
 OB0519'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1880 ***********************************************************************
 PE1880  DESIGNATION -  HODGKINS D HOUSE EAST CHIMNEY
 PE1880  PID         -  PE1880
 PE1880  STATE/COUNTY-  ME/HANCOCK
 PE1880  USGS QUAD   -  SALSBURY COVE (1981)
 PE1880
 PE1880                         *CURRENT SURVEY CONTROL
 PE1880  ___________________________________________________________________
 PE1880* NAD 83(1996)-  44 28 32.96449(N)    068 16 17.04928(W)     ADJUSTED  
 PE1880* NAVD 88     -                                                        
 PE1880  ___________________________________________________________________
 PE1880  LAPLACE CORR-           4.49  (seconds)                    DEFLEC99
 PE1880  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 PE1880
 PE1880  HORZ ORDER  -  THIRD
 PE1880
 PE1880.The horizontal coordinates were established by classical geodetic methods
 PE1880.and adjusted by the National Geodetic Survey in March 1998..
 PE1880
 PE1880
 PE1880.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1880
 PE1880.The geoid height was determined by GEOID03.
 PE1880
 PE1880;                    North         East     Units Scale Factor Converg.
 PE1880;SPC ME E     -    89,924.779   318,185.946   MT  0.99990407   +0 09 36.6
 PE1880;UTM  19      - 4,924,981.849   557,945.818   MT  0.99964129   +0 30 37.7
 PE1880
 PE1880                          SUPERSEDED SURVEY CONTROL
 PE1880
 PE1880  NAD 83(1992)-  44 28 32.95831(N)    068 16 17.04936(W) AD(       ) 4
 PE1880  NAD 83(1986)-  44 28 32.95700(N)    068 16 17.05306(W) AD(       ) 4
 PE1880  NAD 27      -  44 28 32.68000(N)    068 16 19.00000(W) AD(       ) 3
 PE1880
 PE1880.Superseded values are not recommended for survey control.
 PE1880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1880.See file dsdata.txt to determine how the superseded data were derived.
 PE1880
 PE1880_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK5794624982(NAD 83)
 PE1880
 PE1880  HISTORY     - Date     Condition        Report By
 PE1880  HISTORY     - UNK      MONUMENTED
 PE1880  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE1880  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE1880
 PE1880                          STATION DESCRIPTION
 PE1880
 PE1880'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1880'THE STATION IS LOST.
 PE1880
 PE1880                          STATION RECOVERY (1944)
 PE1880
 PE1880'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1880'STATION IS LOST FOR TRIANGULATION PURPOSES, BUT FOR TOPOGRAPHIC
 PE1880'CONTROL IS CLOSE ENOUGH.  THE CHIMNEY IS NOT THE ORIGINAL
 PE1880'CHIMNEY, BUT A NEW CHIMNEY HAS BEEN BUILT IN THE SAME PLACE OVER
 PE1880'THE ORIGINAL FIREPLACE.  HOUSE HAS BEEN RESTORED TO ITS ORIGINAL
 PE1880'DESIGN AS IT WAS IN 1865.  INFORMATION OBTAINED FROM LOCAL
 PE1880'RESIDENT WHO KNEW THE ORIGINAL BUILDER OF HOUSE.
 PE1880'
 PE1880'HOUSE IS LOCATED IN THE TOWN OF MARLBORO, ABOUT 0.3 MILE NW OF
 PE1880'OLD POINT, ABOUT 40 METERS NNW OF MACADAM ROAD, ABOUT 80 METERS
 PE1880'WSW OF WHERE MACADAM ROAD TURNS FROM S TO SW, AND A GRAVEL ROAD
 PE1880'FROM OLD POINT JOINS FROM SE.  THERE IS A BARN WITH A CUPOLA IN
 PE1880'CENTER OF RIDGE ROOF, ABOUT 20 METERS TO NE.  HOUSE HAS TWO
 PE1880'CHIMNEYS, HAS A SMALLER LOWER SECTION ON NE END, AND IS NOW
 PE1880'PAINTED WHITE.  IT IS NOW OWNED BY A MR. MAXWELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0632 ***********************************************************************
 PD0632  DESIGNATION -  HOG
 PD0632  PID         -  PD0632
 PD0632  STATE/COUNTY-  ME/WASHINGTON
 PD0632  USGS QUAD   -  WEST LUBEC (1975)
 PD0632
 PD0632                         *CURRENT SURVEY CONTROL
 PD0632  ___________________________________________________________________
 PD0632* NAD 83(1996)-  44 51 58.83265(N)    067 03 22.93444(W)     ADJUSTED  
 PD0632* NAVD 88     -         3.7    (meters)      12.     (feet)  VERTCON   
 PD0632  ___________________________________________________________________
 PD0632  LAPLACE CORR-           3.62  (seconds)                    DEFLEC99
 PD0632  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 PD0632
 PD0632  HORZ ORDER  -  THIRD
 PD0632
 PD0632.The horizontal coordinates were established by classical geodetic methods
 PD0632.and adjusted by the National Geodetic Survey in March 1998..
 PD0632
 PD0632.The NAVD 88 height was computed by applying the VERTCON shift value to
 PD0632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PD0632
 PD0632.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0632
 PD0632.The geoid height was determined by GEOID03.
 PD0632
 PD0632;                    North         East     Units Scale Factor Converg.
 PD0632;SPC ME E     -   134,305.541   414,078.594   MT  1.00005998   +1 01 06.7
 PD0632;UTM  19      - 4,969,940.489   653,543.634   MT  0.99988991   +1 22 17.1
 PD0632
 PD0632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0632!SPC ME E     -   1.00000295  x   1.00005998  =   1.00006293
 PD0632!UTM  19      -   1.00000295  x   0.99988991  =   0.99989286
 PD0632
 PD0632                          SUPERSEDED SURVEY CONTROL
 PD0632
 PD0632  NAD 83(1992)-  44 51 58.82284(N)    067 03 22.93614(W) AD(       ) 3
 PD0632  NAD 83(1986)-  44 51 58.82094(N)    067 03 22.93515(W) AD(       ) 3
 PD0632  NGVD 29 (09/20/87)    3.9    (m)           13.     (f) VERT ANG       
 PD0632
 PD0632.Superseded values are not recommended for survey control.
 PD0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0632.See file dsdata.txt to determine how the superseded data were derived.
 PD0632
 PD0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5354469940(NAD 83)
 PD0632_MARKER: DD = SURVEY DISK
 PD0632_SETTING: 66 = SET IN ROCK OUTCROP
 PD0632_SP_SET: SET IN A ROCK LEDGE
 PD0632_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0632_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0632+STABILITY: POSITION/ELEVATION WELL
 PD0632
 PD0632  HISTORY     - Date     Condition        Report By
 PD0632  HISTORY     - 1986     MONUMENTED       NOS
 PD0632
 PD0632                          STATION DESCRIPTION
 PD0632
 PD0632'DESCRIBED BY NATIONAL OCEAN SERVICE 1986 (JGF)
 PD0632'THE STATION IS LOCATED 3 MILES SW FROM EASTPORT, MIDWAY IN SOUTH BAY
 PD0632'ON THE MOST EASTERLY POINT OF HOG ISLAND.
 PD0632'
 PD0632'THE STATION WAS REACHED BY BOAT.
 PD0632'
 PD0632'THE STATION IS AN NOS BRONZE DISK STAMPED---HOG 1986---,CEMENTED IN A
 PD0632'DRILL HOLE IN A ROCK LEDGE APPROXIMATELY 2 FEET ABOVE HIGH WATER.
 PD0632'THE STATION IS LOCATED
 PD0632'5.18 METERS (17FT) NE FROM AN 8 FOOT SPRUCE WITH WITNESS SIGN.
 PD0632'
 PD0632'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 PD0632'DESCRIBED BY J.G. FREDERICK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0308 ***********************************************************************
 OB0308  DESIGNATION -  HOG 1944
 OB0308  PID         -  OB0308
 OB0308  STATE/COUNTY-  ME/KNOX
 OB0308  USGS QUAD   -  
 OB0308
 OB0308                         *CURRENT SURVEY CONTROL
 OB0308  ___________________________________________________________________
 OB0308* NAD 83(1996)-  43 52 15.21400(N)    069 07 25.49302(W)     ADJUSTED  
 OB0308* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 OB0308  ___________________________________________________________________
 OB0308  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 OB0308  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 OB0308
 OB0308  HORZ ORDER  -  THIRD
 OB0308
 OB0308.The horizontal coordinates were established by classical geodetic methods
 OB0308.and adjusted by the National Geodetic Survey in March 1998..
 OB0308
 OB0308.The orthometric height was scaled from a topographic map.
 OB0308
 OB0308.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0308
 OB0308.The geoid height was determined by GEOID03.
 OB0308
 OB0308;                    North         East     Units Scale Factor Converg.
 OB0308;SPC ME E     -    22,877.949   249,868.158   MT  0.99993090   -0 25 56.2
 OB0308;SPC ME W     -   115,797.363   983,827.103   MT  1.00005306   +0 43 22.2
 OB0308;UTM  19      - 4,857,540.790   490,057.120   MT  0.99960122   -0 05 08.7
 OB0308
 OB0308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0308!SPC ME E     -   1.00000303  x   0.99993090  =   0.99993393
 OB0308!SPC ME W     -   1.00000303  x   1.00005306  =   1.00005609
 OB0308!UTM  19      -   1.00000303  x   0.99960122  =   0.99960425
 OB0308
 OB0308:                Primary Azimuth Mark                     Grid Az
 OB0308:SPC ME E     -  MATINICUS ROCK LIGHTHOUSE S              114 29 51.3
 OB0308:SPC ME W     -  MATINICUS ROCK LIGHTHOUSE S              113 20 32.9
 OB0308:UTM  19      -  MATINICUS ROCK LIGHTHOUSE S              114 09 03.8
 OB0308
 OB0308|---------------------------------------------------------------------|
 OB0308| PID    Reference Object                     Distance      Geod. Az  |
 OB0308|                                                           dddmmss.s |
 OB0308| OB0284 MATINICUS ROCK LIGHTHOUSE S         APPROX.23.7 KM 1140355.1 |
 OB0308|---------------------------------------------------------------------|
 OB0308
 OB0308                          SUPERSEDED SURVEY CONTROL
 OB0308
 OB0308  NAD 83(1992)-  43 52 15.21653(N)    069 07 25.46903(W) AD(       ) 3
 OB0308  NAD 83(1986)-  43 52 15.22082(N)    069 07 25.47681(W) AD(       ) 3
 OB0308  NAD 27      -  43 52 14.89000(N)    069 07 27.30000(W) AD(       ) 3
 OB0308
 OB0308.Superseded values are not recommended for survey control.
 OB0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0308.See file dsdata.txt to determine how the superseded data were derived.
 OB0308
 OB0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ9005757541(NAD 83)
 OB0308
 OB0308  HISTORY     - Date     Condition        Report By
 OB0308  HISTORY     - 1944     MONUMENTED       CGS
 OB0308
 OB0308                          STATION DESCRIPTION
 OB0308
 OB0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLP)
 OB0308'STATION IS ON THE HIGHEST AND MOST W LEDGE OF HOG ISLAND WHICH
 OB0308'IS OFF THE SE END OF METINIC ISLAND.  IT IS AT THE SE END OF THE
 OB0308'ROCK LEDGE WHICH IS ABOUT 4 METERS LONG AND IS 45 METERS BACK OF
 OB0308'THE HIGH-WATER LINE IN RANGE WITH METINIC GREEN ISLAND.
 OB0308'
 OB0308'STATION MARK IS A BRONZE DISK STAMPED HOG 1944.
 OB0308'
 OB0308'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK - 20 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0983 ***********************************************************************
 PD0983  DESIGNATION -  HOG ISLAND
 PD0983  PID         -  PD0983
 PD0983  STATE/COUNTY-  ME/WASHINGTON
 PD0983  USGS QUAD   -  MACHIAS BAY (1993)
 PD0983
 PD0983                         *CURRENT SURVEY CONTROL
 PD0983  ___________________________________________________________________
 PD0983* NAD 83(1996)-  44 40 54.70183(N)    067 19 55.58360(W)     ADJUSTED  
 PD0983* NAVD 88     -                                                        
 PD0983  ___________________________________________________________________
 PD0983  LAPLACE CORR-           5.88  (seconds)                    DEFLEC99
 PD0983  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 PD0983
 PD0983  HORZ ORDER  -  THIRD
 PD0983
 PD0983.The horizontal coordinates were established by classical geodetic methods
 PD0983.and adjusted by the National Geodetic Survey in March 1998..
 PD0983
 PD0983
 PD0983.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0983
 PD0983.The geoid height was determined by GEOID03.
 PD0983
 PD0983;                    North         East     Units Scale Factor Converg.
 PD0983;SPC ME E     -   113,456.316   392,583.682   MT  1.00000538   +0 49 16.6
 PD0983;UTM  19      - 4,948,963.277   632,181.173   MT  0.99981486   +1 10 22.7
 PD0983
 PD0983                          SUPERSEDED SURVEY CONTROL
 PD0983
 PD0983  NAD 83(1992)-  44 40 54.69789(N)    067 19 55.58100(W) AD(       ) 4
 PD0983  NAD 83(1986)-  44 40 54.69389(N)    067 19 55.58342(W) AD(       ) 4
 PD0983  NAD 27      -  44 40 54.42000(N)    067 19 57.63000(W) AD(       ) 3
 PD0983
 PD0983.Superseded values are not recommended for survey control.
 PD0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0983.See file dsdata.txt to determine how the superseded data were derived.
 PD0983
 PD0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK3218148963(NAD 83)
 PD0983
 PD0983  HISTORY     - Date     Condition        Report By
 PD0983  HISTORY     - UNK      MONUMENTED
 PD0983  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0983
 PD0983                          STATION DESCRIPTION
 PD0983
 PD0983'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0983'STATION NOT RECOVERED.  THERE WAS NO DESCRIPTION FOR THIS
 PD0983'STATION BUT A THOROUGH SEARCH WAS MADE OF THE VICINITY AS SHOWN
 PD0983'ON THE TOPOGRAPHIC QUADRANGLE MAP.  IT IS RECOMMENDED THAT THIS
 PD0983'STATION BE CLASSIFIED AS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0400 ***********************************************************************
 OB0400  DESIGNATION -  HOG ISLAND 1859
 OB0400  PID         -  OB0400
 OB0400  STATE/COUNTY-  ME/LINCOLN
 OB0400  USGS QUAD   -  LOUDS ISLAND (1979)
 OB0400
 OB0400                         *CURRENT SURVEY CONTROL
 OB0400  ___________________________________________________________________
 OB0400* NAD 83(1996)-  43 57 57.27583(N)    069 25 32.06278(W)     ADJUSTED  
 OB0400* NAVD 88     -        30.     (meters)      98.     (feet)  SCALED    
 OB0400  ___________________________________________________________________
 OB0400  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 OB0400  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 OB0400
 OB0400  HORZ ORDER  -  THIRD
 OB0400
 OB0400.The horizontal coordinates were established by classical geodetic methods
 OB0400.and adjusted by the National Geodetic Survey in March 1998..
 OB0400
 OB0400.The orthometric height was scaled from a topographic map.
 OB0400
 OB0400.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0400
 OB0400.The geoid height was determined by GEOID03.
 OB0400
 OB0400;                    North         East     Units Scale Factor Converg.
 OB0400;SPC ME W     -   126,092.692   959,472.406   MT  1.00001015   +0 30 52.2
 OB0400;SPC ME E     -    33,661.685   225,728.127   MT  0.99996782   -0 38 33.3
 OB0400;UTM  19      - 4,868,174.566   465,860.522   MT  0.99961433   -0 17 43.6
 OB0400
 OB0400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0400!SPC ME W     -   0.99999932  x   1.00001015  =   1.00000947
 OB0400!SPC ME E     -   0.99999932  x   0.99996782  =   0.99996714
 OB0400!UTM  19      -   0.99999932  x   0.99961433  =   0.99961365
 OB0400
 OB0400                          SUPERSEDED SURVEY CONTROL
 OB0400
 OB0400  NAD 83(1992)-  43 57 57.27891(N)    069 25 32.05059(W) AD(       ) 3
 OB0400  NAD 83(1986)-  43 57 57.28360(N)    069 25 32.05673(W) AD(       ) 3
 OB0400  NAD 27      -  43 57 57.00400(N)    069 25 33.87600(W) AD(       ) 3
 OB0400
 OB0400.Superseded values are not recommended for survey control.
 OB0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0400.See file dsdata.txt to determine how the superseded data were derived.
 OB0400
 OB0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ6586168175(NAD 83)
 OB0400
 OB0400  HISTORY     - Date     Condition        Report By
 OB0400  HISTORY     - 1859     MONUMENTED       CGS
 OB0400  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OB0400
 OB0400                          STATION DESCRIPTION
 OB0400
 OB0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1859 (FPW)
 OB0400'STATION IS ON THE ISLAND OF THAT NAME LYING BETWEEN MUSCONGUS
 OB0400'SOUND AND MUSCONGUS BAY, ABOUT 3/4 MILE E OF MUSCONGUS HARBOR.  THE
 OB0400'STATION IS ABOUT MIDWAY BETWEEN E AND W SHORES OF THE ISLAND AND
 OB0400'ABOUT 1/2 MILE FROM ITS SOUTHERN POINT, AND IS AT ABOUT THE
 OB0400'HIGHEST POINT.  THE STATION IS MARKED BY A HOLE DRILLED IN THE
 OB0400'ROCK.
 OB0400
 OB0400                          STATION RECOVERY (1943)
 OB0400
 OB0400'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 OB0400'A SEARCH WAS MADE IN THE VICINITY ON SEVERAL LEDGES BUT NO MARK
 OB0400'WAS FOUND.  PLANE-TABLE AND AIR COMPILATION METHODS MIGHT LOCATE
 OB0400'THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2143 ***********************************************************************
 PE2143  DESIGNATION -  HOLDEN TV STATION WLBZ MAST
 PE2143  PID         -  PE2143
 PE2143  STATE/COUNTY-  ME/PENOBSCOT
 PE2143  USGS QUAD   -  BREWER LAKE (1982)
 PE2143
 PE2143                         *CURRENT SURVEY CONTROL
 PE2143  ___________________________________________________________________
 PE2143* NAD 83(1996)-  44 44 09.29821(N)    068 40 15.97233(W)     ADJUSTED  
 PE2143* NAVD 88     -        69.     (meters)     226.     (feet)  SCALED    
 PE2143  ___________________________________________________________________
 PE2143  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 PE2143  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 PE2143
 PE2143  HORZ ORDER  -  THIRD
 PE2143
 PE2143.The horizontal coordinates were established by classical geodetic methods
 PE2143.and adjusted by the National Geodetic Survey in March 1998..
 PE2143
 PE2143.The orthometric height was scaled from a topographic map.
 PE2143
 PE2143.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2143
 PE2143.The geoid height was determined by GEOID03.
 PE2143
 PE2143;                    North         East     Units Scale Factor Converg.
 PE2143;SPC ME E     -   118,813.274   286,448.563   MT  0.99990226   -0 07 13.5
 PE2143;UTM  19      - 4,953,667.321   526,040.882   MT  0.99960834   +0 13 53.4
 PE2143
 PE2143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2143!SPC ME E     -   0.99999310  x   0.99990226  =   0.99989537
 PE2143!UTM  19      -   0.99999310  x   0.99960834  =   0.99960145
 PE2143
 PE2143                          SUPERSEDED SURVEY CONTROL
 PE2143
 PE2143  NAD 83(1992)-  44 44 09.29839(N)    068 40 15.97042(W) AD(       ) 4
 PE2143  NAD 83(1986)-  44 44 09.29625(N)    068 40 15.96902(W) AD(       ) 4
 PE2143  NAD 27      -  44 44 09.03000(N)    068 40 17.86900(W) AD(       ) 3
 PE2143
 PE2143.Superseded values are not recommended for survey control.
 PE2143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2143.See file dsdata.txt to determine how the superseded data were derived.
 PE2143
 PE2143_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK2604153667(NAD 83)
 PE2143
 PE2143  HISTORY     - Date     Condition        Report By
 PE2143  HISTORY     - 1958     MONUMENTED       CGS
 PE2143  HISTORY     - 1961     SEE DESCRIPTION  CGS
 PE2143  HISTORY     - 1975     SEE DESCRIPTION  LOCSUR
 PE2143
 PE2143                          STATION DESCRIPTION
 PE2143
 PE2143'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 PE2143'STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF BREWER.  IT IS A
 PE2143'6 INCH PIPE PROJECTING FROM A 3 LEGGED STEEL BASE, PAINTED RED
 PE2143'AND WHITE AND IS APPROXIMATELY 90 FEET HIGH.
 PE2143'
 PE2143'THE POINT INTERSECTED WAS THE RED LIGHT ON TOP.
 PE2143'
 PE2143'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 1A AND STATE HIGHWAY
 PE2143'15 AT THE EAST END OF THE TOLL BRIDGE IN BREWER, GO SOUTHEASTERLY
 PE2143'ON U.S. HIGHWAY NO. 1A FOR 1.4 MILES TO 2 RADIO MASTS ON
 PE2143'RIGHT.  CONTINUE ON U.S. HIGHWAY 1A FOR 5.5 MILES TO CROSSROADS
 PE2143'AT SIGN HASTY ORCHARDS.  TURN RIGHT AND GO 1.2 MILES TO WHERE
 PE2143'MAIN ROAD TURNS LEFT.  CONTINUE STRAIGHT AHEAD ON A GRAVELED
 PE2143'ROAD (NARROW AND WINDING) FOR 1.1 MILE TO TOP OF HILL AND THE
 PE2143'STATION.
 PE2143
 PE2143                          STATION RECOVERY (1961)
 PE2143
 PE2143'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RCY)
 PE2143'STATION RECOVERED AS DESCRIBED.  PREVIOUS DESCRIPTION IS
 PE2143'ADEQUATE.  A 3-POINT FIX WAS TAKEN TO DETERMINE TRUE POSITION.
 PE2143
 PE2143                          STATION RECOVERY (1975)
 PE2143
 PE2143'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975
 PE2143'FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2153 ***********************************************************************
 PE2153  DESIGNATION -  HOLDEN TV STATION WABI MAST
 PE2153  PID         -  PE2153
 PE2153  STATE/COUNTY-  ME/PENOBSCOT
 PE2153  USGS QUAD   -  BREWER LAKE (1982)
 PE2153
 PE2153                         *CURRENT SURVEY CONTROL
 PE2153  ___________________________________________________________________
 PE2153* NAD 83(1996)-  44 44 16.75707(N)    068 42 04.57211(W)     ADJUSTED  
 PE2153* NAVD 88     -                                                        
 PE2153  ___________________________________________________________________
 PE2153  LAPLACE CORR-           3.10  (seconds)                    DEFLEC99
 PE2153  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 PE2153
 PE2153  HORZ ORDER  -  THIRD
 PE2153
 PE2153.The horizontal coordinates were established by classical geodetic methods
 PE2153.and adjusted by the National Geodetic Survey in March 1998..
 PE2153
 PE2153
 PE2153.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2153
 PE2153.The geoid height was determined by GEOID03.
 PE2153
 PE2153;                    North         East     Units Scale Factor Converg.
 PE2153;SPC ME E     -   119,048.960   284,059.929   MT  0.99990312   -0 08 30.0
 PE2153;UTM  19      - 4,953,888.266   523,651.551   MT  0.99960688   +0 12 37.0
 PE2153
 PE2153                          SUPERSEDED SURVEY CONTROL
 PE2153
 PE2153  NAD 83(1992)-  44 44 16.75706(N)    068 42 04.57000(W) AD(       ) 4
 PE2153  NAD 83(1986)-  44 44 16.75466(N)    068 42 04.56917(W) AD(       ) 4
 PE2153  NAD 27      -  44 44 16.49000(N)    068 42 06.44200(W) AD(       ) 3
 PE2153
 PE2153.Superseded values are not recommended for survey control.
 PE2153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2153.See file dsdata.txt to determine how the superseded data were derived.
 PE2153
 PE2153_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK2365253888(NAD 83)
 PE2153
 PE2153  HISTORY     - Date     Condition        Report By
 PE2153  HISTORY     - 1958     MONUMENTED       CGS
 PE2153  HISTORY     - 1963     SEE DESCRIPTION  CGS
 PE2153  HISTORY     - 1985     SEE DESCRIPTION  USPSQD
 PE2153
 PE2153                          STATION DESCRIPTION
 PE2153
 PE2153'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 PE2153'STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF BREWER.  IT IS
 PE2153'A 6 INCH METAL PIPE ABOUT 120 FEET HIGH, PAINTED RED AND WHITE.
 PE2153'
 PE2153'THE POINT INTERSECTED WAS THE RED LIGHT ON TOP.
 PE2153'
 PE2153'TO REACH FROM THE JUNCTION OF HIGHWAYS 1A AND 15 AT THE EAST END
 PE2153'OF THE TOLL BRIDGE IN BREWER, GO SOUTHEASTERLY ON HIGHWAY 1A FOR
 PE2153'1.45 MILES TO A SIDE ROAD RIGHT (GREEN PT ROAD), TURN RIGHT 1.1
 PE2153'MILES TO A T INTERSECTION, TURN LEFT 2.4 MILES TO CROSS
 PE2153'ROADS.  CONTINUE STRAIGHT AHEAD ON GRAVELED ROAD 0.5 MILE TO A
 PE2153'SIDE ROAD (PRIVATE DO NOT ENTER), TURN RIGHT 0.8 MILE TO TOP OF
 PE2153'HILL AND STATION.
 PE2153
 PE2153                          STATION RECOVERY (1963)
 PE2153
 PE2153'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FHG)
 PE2153'RECOVERED AS DESCRIBED.  PREVIOUS DESCRIPTION ADEQUATE.
 PE2153
 PE2153                          STATION RECOVERY (1985)
 PE2153
 PE2153'RECOVERY NOTE BY US POWER SQUADRON 1985 (ELG)
 PE2153'STATION FOUND POOR.
 PE2153'
 PE2153'THIS MAST HAS BEEN SOLD TO ARTHUR TILLEY OF THE PAGE ANSWERING
 PE2153'SERVICE, BREWER, ME.  IT HAS BEEN SHORTENED TO ABOUT HALF ITS
 PE2153'ORIGINAL HEIGHT AND NOW SUPPORTS RADIO WHIP ANTENNAE.  IT IS NOT
 PE2153'LIGHTED AT NIGHT.  A WHIP ANTENNA ABOUT 6 FEET LONG IS AT THE TOP
 PE2153'OF THE TOWER BUT IS NOT CENTERED THEREON.  THE TOWER IS IN POOR
 PE2153'CONDITION.  THE BOW-TIE ANTENNA ILLUSTRATED ON THE 1958
 PE2153'DESCRIPTION ARE GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0045 ***********************************************************************
 RE0045  DESIGNATION -  HOLLADAY
 RE0045  PID         -  RE0045
 RE0045  STATE/COUNTY-  ME/AROOSTOOK
 RE0045  USGS QUAD   -  LINNEUS (1984)
 RE0045
 RE0045                         *CURRENT SURVEY CONTROL
 RE0045  ___________________________________________________________________
 RE0045* NAD 83(1986)-  46 06 57.     (N)    067 58 59.     (W)     SCALED    
 RE0045* NAVD 88     -       132.145  (meters)     433.55   (feet)  ADJUSTED  
 RE0045  ___________________________________________________________________
 RE0045  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 RE0045  DYNAMIC HT  -         132.151 (meters)     433.57  (feet)  COMP
 RE0045  MODELED GRAV-     980,659.8   (mgal)                       NAVD 88
 RE0045
 RE0045  VERT ORDER  -  SECOND    CLASS 0
 RE0045
 RE0045.The horizontal coordinates were scaled from a topographic map and have
 RE0045.an estimated accuracy of +/- 6 seconds.
 RE0045
 RE0045.The orthometric height was determined by differential leveling
 RE0045.and adjusted by the National Geodetic Survey in June 1991..
 RE0045
 RE0045.The geoid height was determined by GEOID03.
 RE0045
 RE0045.The dynamic height is computed by dividing the NAVD 88
 RE0045.geopotential number by the normal gravity value computed on the
 RE0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0045.degrees latitude (g = 980.6199 gals.).
 RE0045
 RE0045.The modeled gravity was interpolated from observed gravity values.
 RE0045
 RE0045;                    North         East    Units  Estimated Accuracy
 RE0045;SPC ME E     -   272,280.      339,960.      MT  (+/- 180 meters Scaled)
 RE0045
 RE0045                          SUPERSEDED SURVEY CONTROL
 RE0045
 RE0045  NGVD 29 (??/??/92)  132.338  (m)          434.18   (f) ADJ UNCH    2 0
 RE0045
 RE0045.Superseded values are not recommended for survey control.
 RE0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0045.See file dsdata.txt to determine how the superseded data were derived.
 RE0045
 RE0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM785074(NAD 83)
 RE0045_MARKER: DB = BENCH MARK DISK
 RE0045_SETTING: 66 = SET IN ROCK OUTCROP
 RE0045_SP_SET: ROCK OUTCROP
 RE0045_STAMPING: 434.179 HOLLADAY 1933
 RE0045_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RE0045+STABILITY: POSITION/ELEVATION WELL
 RE0045
 RE0045  HISTORY     - Date     Condition        Report By
 RE0045  HISTORY     - 1933     MONUMENTED       CGS
 RE0045
 RE0045                          STATION DESCRIPTION
 RE0045
 RE0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 RE0045'0.9 MI NW FROM NEW LIMERICK.
 RE0045'0.9 MILE NORTHWEST ALONG THE BANGOR AND AROOSTOOK RAILROAD
 RE0045'FROM THE STATION AT NEW LIMERICK, AROOSTOOK COUNTY, 0.1 MILE
 RE0045'NORTHWEST OF MILEPOST 159, IN THE TOP OF THE WEST END OF A LARGE
 RE0045'OUTCROP, 33 FEET NORTHEAST OF THE CENTER LINE OF THE TRACK, AND
 RE0045'ABOUT 1 FOOT BELOW THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 RE0045'434.179 HOLLADAY 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1251 ***********************************************************************
 OC1251  DESIGNATION -  HOLLIS
 OC1251  PID         -  OC1251
 OC1251  STATE/COUNTY-  ME/CUMBERLAND
 OC1251  USGS QUAD   -  LISBON FALLS SOUTH (1979)
 OC1251
 OC1251                         *CURRENT SURVEY CONTROL
 OC1251  ___________________________________________________________________
 OC1251* NAD 83(1996)-  43 54 20.49392(N)    070 03 23.97034(W)     ADJUSTED  
 OC1251* NAVD 88     -        82.793  (meters)     271.63   (feet)  ADJUSTED  
 OC1251  ___________________________________________________________________
 OC1251  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 OC1251  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 OC1251  DYNAMIC HT  -          82.784 (meters)     271.60  (feet)  COMP
 OC1251  MODELED GRAV-     980,507.9   (mgal)                       NAVD 88
 OC1251
 OC1251  HORZ ORDER  -  SECOND
 OC1251  VERT ORDER  -  SECOND    CLASS I
 OC1251
 OC1251.The horizontal coordinates were established by classical geodetic methods
 OC1251.and adjusted by the National Geodetic Survey in March 1998..
 OC1251
 OC1251.The orthometric height was determined by differential leveling
 OC1251.and adjusted by the National Geodetic Survey in June 1991..
 OC1251
 OC1251.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1251
 OC1251.The geoid height was determined by GEOID03.
 OC1251
 OC1251.The dynamic height is computed by dividing the NAVD 88
 OC1251.geopotential number by the normal gravity value computed on the
 OC1251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1251.degrees latitude (g = 980.6199 gals.).
 OC1251
 OC1251.The modeled gravity was interpolated from observed gravity values.
 OC1251
 OC1251;                    North         East     Units Scale Factor Converg.
 OC1251;SPC ME W     -   119,140.980   908,837.012   MT  0.99996763   +0 04 34.6
 OC1251;UTM  19      - 4,861,941.047   415,149.085   MT  0.99968855   -0 43 58.1
 OC1251
 OC1251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1251!SPC ME W     -   0.99999110  x   0.99996763  =   0.99995873
 OC1251!UTM  19      -   0.99999110  x   0.99968855  =   0.99967965
 OC1251
 OC1251|---------------------------------------------------------------------|
 OC1251| PID    Reference Object                     Distance      Geod. Az  |
 OC1251|                                                           dddmmss.s |
 OC1251| OC1250 BF 5                                 11.330 METERS 02644     |
 OC1251| OB0592 BRUNSWICK TOPSHAM CONC TK VENT      APPROX. 6.7 KM 0741711.8 |
 OC1251| OB0591 BRUNSWICK BLACK STANDPIPE           APPROX. 5.8 KM 0750438.2 |
 OC1251| OB0596 BRUNSWICK CHURCH BLACK SPIRE        APPROX. 7.1 KM 0825417.2 |
 OC1251| OC1483 FREEPORT E MUN STANDPIPE            APPROX. 6.6 KM 2095123.1 |
 OC1251| OC1484 FREEPORT W MUN STANDPIPE            APPROX. 6.1 KM 2173732.0 |
 OC1251| OC1440 FREEPORT FAA MICROWAVE              APPROX. 4.0 KM 2441001.6 |
 OC1251| OC1253 A 153                                              2505705.3 |
 OC1251| OC1252 HOLLIS RM 1                          21.009 METERS 26334     |
 OC1251|---------------------------------------------------------------------|
 OC1251
 OC1251                          SUPERSEDED SURVEY CONTROL
 OC1251
 OC1251  NAD 83(1992)-  43 54 20.49250(N)    070 03 23.97018(W) AD(       ) 2
 OC1251  NAD 83(1986)-  43 54 20.49819(N)    070 03 23.97524(W) AD(       ) 2
 OC1251  NAD 27      -  43 54 20.21147(N)    070 03 25.79473(W) AD(       ) 2
 OC1251  NGVD 29 (??/??/92)   82.986  (m)          272.26   (f) ADJ UNCH    2 1
 OC1251
 OC1251.Superseded values are not recommended for survey control.
 OC1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1251.See file dsdata.txt to determine how the superseded data were derived.
 OC1251
 OC1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ1514961941(NAD 83)
 OC1251_MARKER: DD = SURVEY DISK
 OC1251_SETTING: 66 = SET IN ROCK OUTCROP
 OC1251_SP_SET: ROCK LEDGE
 OC1251_STAMPING: HOLLIS 1974
 OC1251_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC1251+STABILITY: POSITION/ELEVATION WELL
 OC1251
 OC1251  HISTORY     - Date     Condition        Report By
 OC1251  HISTORY     - 1975     MONUMENTED       MEDT
 OC1251  HISTORY     - 1975     GOOD             MEDT
 OC1251
 OC1251                          STATION DESCRIPTION
 OC1251
 OC1251'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975 (RCA)
 OC1251'THE STATION IS LOCATED ON TOP OF A LEDGE CUT ON THE EAST SIDE OF
 OC1251'INTERSTATE 95 IN THE SOUTHWEST PART OF BRUNSWICK, 4.0 MILES
 OC1251'NORTHEAST OF FREEPORT, 4.5 MILES WEST OF BRUNSWICK, 1.8 MILES
 OC1251'SOUTHEAST OF THE CUMBERLAND-ANDROSCOGGIN COUNTY LINE, 3.7 MILES
 OC1251'SOUTH-SOUTHWEST OF THE CUMBERLAND-SAGADAHOC COUNTY LINE, ON
 OC1251'PROPERTY OWNED BY THE STATE OF MAINE.
 OC1251'
 OC1251'TO REACH THE STATION FROM THE U.S. POST OFFICE IN FREEPORT, GO
 OC1251'NORTHEAST ON U.S. ROUTE 1 FOR 0.10 MILES TO THE JUNCTION OF STATE
 OC1251'ROUTES 125 AND 136, TURN LEFT, GO NORTHWEST ON STATE ROUTES 125
 OC1251'AND 136 FOR 0.35 MILES TO THE NORTHBOUND ENTRANCE RAMP OF
 OC1251'INTERSTATE 95, TURN RIGHT, GO NORTHEAST ON INTERSTATE 95 FOR 4.25
 OC1251'MILES TO THE STATION ON THE RIGHT.
 OC1251'
 OC1251'THE STATION MARK IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 OC1251'DISK SET IN A LEDGE OUTCROP, FLUSH WITH THE GROUND, AND IS STAMPED
 OC1251'1974 HOLLIS.  IT IS 11.6 FEET NORTH OF THE RIGHT-OF-WAY FENCE,
 OC1251'63.4 FEET SOUTH OF THE CENTERLINE OF INTERSTATE 95 NORTHBOUND,
 OC1251'AND ABOUT 8 FEET HIGHER THAN THE ROAD.
 OC1251'
 OC1251'REFERENCE MARK 1 IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 OC1251'DISK SET IN A LEDGE OUTCROP, FLUSH WITH THE SURFACE OF THE
 OC1251'GROUND, AND IS STAMPED RM 1 1974 HOLLIS.  IT IS 31.8 FEET NORTH
 OC1251'OF THE RIGHT-OF-WAY FENCE, 42.3 FEET SOUTH OF THE CENTERLINE OF
 OC1251'INTERSTATE 95 NORTHBOUND, AND IS ABOUT 8 FEET HIGHER THAN THE
 OC1251'ROAD.
 OC1251'
 OC1251'REFERENCE MARK 2 IS A STANDARD MAINE STATE HIGHWAY COMMISSION
 OC1251'DISK SET IN A LEDGE OUTCROP FLUSH WITH THE SURFACE OF THE GROUND,
 OC1251'AND IS STAMPED BF-5 3-13-73, AND IT IS ALSO A BENCHMARK.  IT IS
 OC1251'35.2 FEET NORTH OF THE RIGHT-OF-WAY FENCE, 39.8 FEET SOUTH OF
 OC1251'THE CENTERLINE OF INTERSTATE 95 NORTHBOUND, AND IS ABOUT 7 FEET
 OC1251'HIGHER THAN THE ROAD.
 OC1251'
 OC1251'THE AZIMUTH MARK, ALSO A BENCHMARK, IS A STANDARD MAINE
 OC1251'DEPARTMENT OF TRANSPORTATION DISK, STAMPED A-153 8-06-74, SET
 OC1251'IN A LEDGE OUTCROP 12 FEET IN DIAMETER, WHICH PROJECTS 2 FEET
 OC1251'ABOVE THE SURFACE OF THE GROUND, AND IS LOCATED ON THE WEST SIDE
 OC1251'OF INTERSTATE 95.  IT IS 6.3 FEET EAST-SOUTHEAST OF A METAL
 OC1251'WITNESS POST AND SIGN, 32.5 FEET SOUTH-SOUTHEAST OF THE
 OC1251'RIGHT-OF-WAY FENCE, AND 42.0 FEET NORTH-NORTHEAST OF THE
 OC1251'CENTERLINE OF INTERSTATE 95 SOUTHBOUND, AND ABOUT THE SAME HEIGHT
 OC1251'AS THE ROAD.
 OC1251'
 OC1251'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON INTERSTATE
 OC1251'95 FOR 0.90 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 OC1251'
 OC1251'HEIGHT OF LIGHT ABOVE STATION MARK 19 METERS.
 OC1251
 OC1251                          STATION RECOVERY (1975)
 OC1251
 OC1251'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 OC1251'4.8 MI SW FROM TOPSHAM.
 OC1251'IN BRUNSWICK, ABOUT 4.8 MILES SOUTHWESTERLY ALONG I-95 SOUTHBOUND FROM
 OC1251'STATE HIGHWAY 196 OVERPASS CROSSING I-95 (TOPSHAM-LISBON EXIT). A DISK
 OC1251'SET FLUSH IN THE LEDGE 63.4 FEET SOUTH OF AND ABOUT 8 FEET ABOVE THE
 OC1251'CENTERLINE OF I-95 NORTHBOUND, 21 FEET SOUTH OF THE 10 FOOT VERTICAL
 OC1251'LEDGE FACE, 11.6 FEET NORTH OF THE RIGHT-OF-WAY FENCE AND 37.5 FEET
 OC1251'NORTHEAST OF A RIGHT-OF-WAY MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1252 ***********************************************************************
 OC1252  DESIGNATION -  HOLLIS RM 1
 OC1252  PID         -  OC1252
 OC1252  STATE/COUNTY-  ME/CUMBERLAND
 OC1252  USGS QUAD   -  LISBON FALLS SOUTH (1979)
 OC1252
 OC1252                         *CURRENT SURVEY CONTROL
 OC1252  ___________________________________________________________________
 OC1252* NAD 83(1986)-  43 54 20.     (N)    070 03 24.     (W)     SCALED    
 OC1252* NAVD 88     -        82.329  (meters)     270.11   (feet)  ADJUSTED  
 OC1252  ___________________________________________________________________
 OC1252  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 OC1252  DYNAMIC HT  -          82.320 (meters)     270.08  (feet)  COMP
 OC1252  MODELED GRAV-     980,507.9   (mgal)                       NAVD 88
 OC1252
 OC1252  VERT ORDER  -  SECOND    CLASS I
 OC1252
 OC1252.The horizontal coordinates were scaled from a topographic map and have
 OC1252.an estimated accuracy of +/- 6 seconds.
 OC1252
 OC1252.The orthometric height was determined by differential leveling
 OC1252.and adjusted by the National Geodetic Survey in June 1991..
 OC1252
 OC1252.The geoid height was determined by GEOID03.
 OC1252
 OC1252.The dynamic height is computed by dividing the NAVD 88
 OC1252.geopotential number by the normal gravity value computed on the
 OC1252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1252.degrees latitude (g = 980.6199 gals.).
 OC1252
 OC1252.The modeled gravity was interpolated from observed gravity values.
 OC1252
 OC1252;                    North         East    Units  Estimated Accuracy
 OC1252;SPC ME W     -   119,130.      908,840.      MT  (+/- 180 meters Scaled)
 OC1252
 OC1252                          SUPERSEDED SURVEY CONTROL
 OC1252
 OC1252  NGVD 29 (??/??/92)   82.522  (m)          270.74   (f) ADJ UNCH    2 1
 OC1252
 OC1252.Superseded values are not recommended for survey control.
 OC1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1252.See file dsdata.txt to determine how the superseded data were derived.
 OC1252
 OC1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ151619(NAD 83)
 OC1252_MARKER: DD = SURVEY DISK
 OC1252_SETTING: 66 = SET IN ROCK OUTCROP
 OC1252_SP_SET: ROCK LEDGE
 OC1252_STAMPING: HOLLIS RM-1 1974
 OC1252_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC1252+STABILITY: POSITION/ELEVATION WELL
 OC1252
 OC1252  HISTORY     - Date     Condition        Report By
 OC1252  HISTORY     - 1974     MONUMENTED       MEDT
 OC1252  HISTORY     - 1975     GOOD             MEDT
 OC1252
 OC1252                          STATION DESCRIPTION
 OC1252
 OC1252'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 OC1252'4.8 MI SW FROM TOPSHAM.
 OC1252'IN BRUNSWICK, ABOUT 4.8 MILES SOUTHWESTERLY ALONG I-95 SOUTHBOUND FROM
 OC1252'STATE HIGHWAY 196 OVERPASS CROSSING I-95 (TOPSHAM-LISBON EXIT). A DISK
 OC1252'SET FLUSH IN THE LEDGE 42.3 FEET SOUTH OF THE CENTERLINE OF I-95
 OC1252'NORTHBOUND, 31.8 FEET NORTH OF THE RIGHT-OF-WAY FENCE AND 44 FEET
 OC1252'NORTHWEST OF THE RIGHT-OF-WAY MONUMENT.  DISK IS 38 FEET EAST OF THE
 OC1252'WESTERN MOST LEDGE EXPOSURE, 3 FEET SOUTH OF THE 10 FOOT VERTICAL
 OC1252'LEDGE FACE AND 68.92 FEET SOUTHWEST OF THE STATION MARK.  NOTE-- ALSO
 OC1252'94.52 FEET WEST OF STATION BF-5 (M.S.H.C.).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2005 ***********************************************************************
 OC2005  DESIGNATION -  HOLMAN POINT 1868
 OC2005  PID         -  OC2005
 OC2005  STATE/COUNTY-  ME/YORK
 OC2005  USGS QUAD   -  BIDDEFORD POOL (1970)
 OC2005
 OC2005                         *CURRENT SURVEY CONTROL
 OC2005  ___________________________________________________________________
 OC2005* NAD 83(1996)-  43 26 52.54231(N)    070 20 31.76903(W)     ADJUSTED  
 OC2005* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 OC2005  ___________________________________________________________________
 OC2005  LAPLACE CORR-           2.99  (seconds)                    DEFLEC99
 OC2005  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 OC2005
 OC2005  HORZ ORDER  -  THIRD
 OC2005
 OC2005.The horizontal coordinates were established by classical geodetic methods
 OC2005.and adjusted by the National Geodetic Survey in March 1998..
 OC2005
 OC2005.The orthometric height was scaled from a topographic map.
 OC2005
 OC2005.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2005
 OC2005.The geoid height was determined by GEOID03.
 OC2005
 OC2005;                    North         East     Units Scale Factor Converg.
 OC2005;SPC ME W     -    68,291.419   885,795.119   MT  0.99996915   -0 07 14.5
 OC2005;UTM  19      - 4,811,433.255   391,400.374   MT  0.99974507   -0 55 23.1
 OC2005
 OC2005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2005!SPC ME W     -   1.00000178  x   0.99996915  =   0.99997093
 OC2005!UTM  19      -   1.00000178  x   0.99974507  =   0.99974685
 OC2005
 OC2005:                Primary Azimuth Mark                     Grid Az
 OC2005:SPC ME W     -  RICHMOND ISLAND HOUSE CUPOLA             038 20 17.0
 OC2005:UTM  19      -  RICHMOND ISLAND HOUSE CUPOLA             039 08 25.6
 OC2005
 OC2005|---------------------------------------------------------------------|
 OC2005| PID    Reference Object                     Distance      Geod. Az  |
 OC2005|                                                           dddmmss.s |
 OC2005| OC1595 RICHMOND ISLAND HOUSE CUPOLA        APPROX.13.5 KM 0381302.5 |
 OC2005| OC2017 STAGE ISLAND 1850                   APPROX.10.5 KM 2160327.8 |
 OC2005| OC2002 POOL CUPOLA OF OLD WAREHOUSE        APPROX. 1.1 KM 2632849.3 |
 OC2005| OC2038 OAKRIDGE                            APPROX. 7.9 KM 2702754.9 |
 OC2005| OC2045 BIDDEFORD ORTHODOX CH SPIRE         APPROX.10.6 KM 2973318.3 |
 OC2005| OC2048 BIDDEFORD CONG CHURCH SPIRE         APPROX.10.5 KM 2981400.2 |
 OC2005| OC2047 BIDDEFORD BAPTIST CHURCH SPIRE      APPROX.10.7 KM 2985552.2 |
 OC2005| OC1922 SACO ORTHODOX CHURCH SPIRE          APPROX.10.0 KM 3055242.2 |
 OC2005| OC2050 JOHNSONS HOUSE EAST CHIMNEY         APPROX. 5.5 KM 3192230.6 |
 OC2005| OC2001 EAGLE ISLAND TREE                   APPROX. 3.8 KM 3384033.5 |
 OC2005| OC1917 STAPLES CUPOLA                      APPROX. 8.3 KM 3392528.8 |
 OC2005| OC1895 BLUE POINT HILL SOUTH CHIMNEY       APPROX.11.3 KM 3541548.9 |
 OC2005|---------------------------------------------------------------------|
 OC2005
 OC2005                          SUPERSEDED SURVEY CONTROL
 OC2005
 OC2005  NAD 83(1992)-  43 26 52.54092(N)    070 20 31.77035(W) AD(       ) 3
 OC2005  NAD 83(1986)-  43 26 52.54685(N)    070 20 31.77588(W) AD(       ) 3
 OC2005  NAD 27      -  43 26 52.23400(N)    070 20 33.61800(W) AD(       ) 3
 OC2005
 OC2005.Superseded values are not recommended for survey control.
 OC2005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2005.See file dsdata.txt to determine how the superseded data were derived.
 OC2005
 OC2005_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9140011433(NAD 83)
 OC2005
 OC2005  HISTORY     - Date     Condition        Report By
 OC2005  HISTORY     - 1868     MONUMENTED       CGS
 OC2005  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OC2005
 OC2005                          STATION DESCRIPTION
 OC2005
 OC2005'DESCRIBED BY COAST AND GEODETIC SURVEY 1868 (CF)
 OC2005'STATION IS ON LAND OF MRS. BUNKER, IN A ROCKY PASTURE FIELD AND
 OC2005'WITHIN A RADIUS OF 10 METERS OF POSITION OF TRIANGULATION
 OC2005'STATION FLETCHERS NECK.  THE STATION IS MARKED BY A BROAD FLAT
 OC2005'ROCK ABOUT 2 FEET SQUARE, SUNK IN THE SOIL AND MARKED BY A HOLE
 OC2005'DRILLED IN THE SURFACE.
 OC2005
 OC2005                          STATION RECOVERY (1953)
 OC2005
 OC2005'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EHK)
 OC2005'THE STATION WAS SEARCHED FOR BUT WAS NOT RECOVERED.  THE AREA
 OC2005'IS NOW PART OF A GOLF COURSE, AND THE STATION HAS PROBABLY
 OC2005'BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1120 ***********************************************************************
 PF1120  DESIGNATION -  HOLT
 PF1120  PID         -  PF1120
 PF1120  STATE/COUNTY-  ME/OXFORD
 PF1120  USGS QUAD   -  NORWAY (1983)
 PF1120
 PF1120                         *CURRENT SURVEY CONTROL
 PF1120  ___________________________________________________________________
 PF1120* NAD 83(1996)-  44 14 24.26693(N)    070 37 10.21482(W)     ADJUSTED  
 PF1120* NAVD 88     -       244.3    (meters)     802.     (feet)  VERTCON   
 PF1120  ___________________________________________________________________
 PF1120  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 PF1120  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 PF1120
 PF1120  HORZ ORDER  -  SECOND
 PF1120
 PF1120.The horizontal coordinates were established by classical geodetic methods
 PF1120.and adjusted by the National Geodetic Survey in March 1998..
 PF1120
 PF1120.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF1120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF1120
 PF1120.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1120
 PF1120.The geoid height was determined by GEOID03.
 PF1120
 PF1120;                    North         East     Units Scale Factor Converg.
 PF1120;SPC ME W     -   156,387.929   863,827.601   MT  0.99998275   -0 18 57.4
 PF1120;UTM  19      - 4,899,813.160   370,681.915   MT  0.99980567   -1 07 48.1
 PF1120
 PF1120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1120!SPC ME W     -   0.99996590  x   0.99998275  =   0.99994865
 PF1120!UTM  19      -   0.99996590  x   0.99980567  =   0.99977157
 PF1120
 PF1120:                Primary Azimuth Mark                     Grid Az
 PF1120:SPC ME W     -  HOLT AZ MK                               145 32 35.6
 PF1120:UTM  19      -  HOLT AZ MK                               146 21 26.3
 PF1120
 PF1120|---------------------------------------------------------------------|
 PF1120| PID    Reference Object                     Distance      Geod. Az  |
 PF1120|                                                           dddmmss.s |
 PF1120| PF1119 HOLT AZ MK                          494.691 METERS 1451338.2 |
 PF1120| CE8006 HOLT RM 1                            15.821 METERS 14819     |
 PF1120| CE8007 HOLT RM 2                            23.096 METERS 32723     |
 PF1120|---------------------------------------------------------------------|
 PF1120
 PF1120                          SUPERSEDED SURVEY CONTROL
 PF1120
 PF1120  NAD 83(1992)-  44 14 24.26674(N)    070 37 10.21539(W) AD(       ) 2
 PF1120  NAD 83(1986)-  44 14 24.27406(N)    070 37 10.21867(W) AD(       ) 2
 PF1120  NAD 27      -  44 14 24.02303(N)    070 37 11.99306(W) AD(       ) 2
 PF1120  NGVD 29 (07/19/86)  244.5    (m)          802.     (f) VERT ANG       
 PF1120
 PF1120.Superseded values are not recommended for survey control.
 PF1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1120.See file dsdata.txt to determine how the superseded data were derived.
 PF1120
 PF1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ7068299813(NAD 83)
 PF1120_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PF1120_SETTING: 66 = SET IN ROCK OUTCROP
 PF1120
 PF1120  HISTORY     - Date     Condition        Report By
 PF1120  HISTORY     - 1976     MONUMENTED       NGS
 PF1120
 PF1120                          STATION DESCRIPTION
 PF1120
 PF1120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (ALB)
 PF1120'THE STATION IS ABOUT 4.5 MILES NORTHWEST OF NORWAY, 1.5
 PF1120'MILES SOUTHEAST OF NORTH NORWAY, AND 0.75 MILE NORTHWEST
 PF1120'OF NORWAY CENTER. THE STATION IS WITHIN THE HIGHWAY
 PF1120'RIGHT OF WAY.
 PF1120'
 PF1120'TO REACH THE STATION FROM THE POST OFFICE IN NORWAY, GO
 PF1120'WESTERLY ON ROUTES 117 AND 118 FOR 1.8 MILES TO THE JUNCTION
 PF1120'OF ROUTES 117 AND 118. CONTINUE WESTERLY ON ROUTE 118 FOR
 PF1120'0.95 MILE TO A SIDE ROAD RIGHT. TURN RIGHT AND GO
 PF1120'NORTHWESTERLY FOR 1.05 MILES TO A
 PF1120'SIDE ROAD LEFT. TURN LEFT AND
 PF1120'GO WESTERLY FOR 0.65 MILE TO A ROAD JUNCTION. BEAR LEFT AND
 PF1120'GO 0.20 MILE TO A CEMETERY ON THE LEFT. THE AZIMUTH MARK IS
 PF1120'AT THE NORTHEAST CORNER OF THE CEMETERY. CONTINUE
 PF1120'NORTHWESTERLY FOR 0.30 MILE AND THE STATION ON THE
 PF1120'LEFT IN AN OUTCROPPING OF LEDGE.
 PF1120'
 PF1120'STATION MARK, STAMPED---HOLT 1976---IS A STANDARD DISK
 PF1120'CEMENTED IN A DRILL HOLE IN BEDROCK. IT IS FLUSH WITH THE
 PF1120'GROUND SURFACE. IT IS 32 FEET WEST-SOUTHWEST OF THE CENTERLINE
 PF1120'OF A PAVED ROAD AND 11 FEET EAST-NORTHEAST OF A ROCK
 PF1120'WALL.
 PF1120'
 PF1120'REFERENCE MARK 1, STAMPED---HOLT NO 1 1976---IS A STANDARD
 PF1120'DISK CEMENTED IN A DRILL HOLE IN BEDROCK. IT IS FLUSH WITH
 PF1120'THE GROUND SURFACE. IT IS 40 FEET WEST-SOUTHWEST OF THE
 PF1120'CENTERLINE OF A PAVED ROAD, 8 FEET EAST-NORTHEAST OF A ROCK
 PF1120'WALL, AND 5 FEET NORTH OF A METAL WITNESS POST.
 PF1120'
 PF1120'REFERENCE MARK 2, STAMPED---HOLT NO 2 1976---IS A STANDARD
 PF1120'DISK CEMENTED IN A DRILL HOLE IN BEDROCK. IT IS FLUSH WITH
 PF1120'THE GROUND SURFACE. IT IS 33 FEET WEST-NORTHWEST OF THE
 PF1120'CENTERLINE OF A PAVED ROAD AND 8.5 FEET EAST-NORTHEAST OF
 PF1120'A METAL WITNESS POST.
 PF1120'
 PF1120'AZIMUTH MARK, STAMPED---HOLT AZ 1976---IS A STANDARD DISK
 PF1120'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 PF1120'THAT IS FLUSH WITH THE GROUND SURFACE. IT IS 18.5 FEET
 PF1120'WEST-SOUTHWEST OF THE CENTERLINE OF A PAVED ROAD, 4 FEET
 PF1120'SOUTH OF A METAL WITNESS POST, AND 77 FEET NORTH OF POWER
 PF1120'POLE NUMBER 24.
 PF1120'
 PF1120'THE HEIGHT OF THE LIGHT ABOVE THE MARK WAS 1.5 METERS.
 PF1120'
 PF1120'DESCRIBED BY D. A. HOAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1119 ***********************************************************************
 PF1119  DESIGNATION -  HOLT AZ MK
 PF1119  PID         -  PF1119
 PF1119  STATE/COUNTY-  ME/OXFORD
 PF1119  USGS QUAD   -  NORWAY (1983)
 PF1119
 PF1119                         *CURRENT SURVEY CONTROL
 PF1119  ___________________________________________________________________
 PF1119* NAD 83(1996)-  44 14 11.10170(N)    070 36 57.50087(W)     ADJUSTED  
 PF1119* NAVD 88     -       224.3    (meters)     736.     (feet)  VERTCON   
 PF1119  ___________________________________________________________________
 PF1119  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 PF1119  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 PF1119
 PF1119  HORZ ORDER  -  SECOND
 PF1119
 PF1119.The horizontal coordinates were established by classical geodetic methods
 PF1119.and adjusted by the National Geodetic Survey in March 1998..
 PF1119
 PF1119.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF1119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF1119
 PF1119.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1119
 PF1119.The geoid height was determined by GEOID03.
 PF1119
 PF1119;                    North         East     Units Scale Factor Converg.
 PF1119;SPC ME W     -   155,980.038   864,107.484   MT  0.99998250   -0 18 48.4
 PF1119;UTM  19      - 4,899,401.406   370,955.927   MT  0.99980480   -1 07 39.0
 PF1119
 PF1119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1119!SPC ME W     -   0.99996903  x   0.99998250  =   0.99995154
 PF1119!UTM  19      -   0.99996903  x   0.99980480  =   0.99977384
 PF1119
 PF1119:                Primary Azimuth Mark                     Grid Az
 PF1119:SPC ME W     -  HOLT                                     325 32 35.5
 PF1119:UTM  19      -  HOLT                                     326 21 26.1
 PF1119
 PF1119|---------------------------------------------------------------------|
 PF1119| PID    Reference Object                     Distance      Geod. Az  |
 PF1119|                                                           dddmmss.s |
 PF1119| PF1120 HOLT                                494.691 METERS 3251347.1 |
 PF1119|---------------------------------------------------------------------|
 PF1119
 PF1119                          SUPERSEDED SURVEY CONTROL
 PF1119
 PF1119  NAD 83(1992)-  44 14 11.10150(N)    070 36 57.50145(W) AD(       ) 2
 PF1119  NAD 83(1986)-  44 14 11.10874(N)    070 36 57.50468(W) AD(       ) 2
 PF1119  NAD 27      -  44 14 10.85771(N)    070 36 59.27971(W) AD(       ) 2
 PF1119  NGVD 29 (07/19/86)  224.5    (m)          737.     (f) VERT ANG       
 PF1119
 PF1119.Superseded values are not recommended for survey control.
 PF1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1119.See file dsdata.txt to determine how the superseded data were derived.
 PF1119
 PF1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ7095699401(NAD 83)
 PF1119_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PF1119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PF1119_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PF1119
 PF1119  HISTORY     - Date     Condition        Report By
 PF1119  HISTORY     - 1976     MONUMENTED       NGS
 PF1119
 PF1119                          STATION DESCRIPTION
 PF1119
 PF1119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 PF1119'THIS STATION WAS ESTABLISHED BY AN EDM MEASUREMENT FROM
 PF1119'TRAVERSE STATION HOLT. SEE DESCRIPTION THEREOF.
 PF1119'
 PF1119'DESCRIBED BY JERRY E. ELLINGWOOD.
 PF1119'
 PF1119'THE HEIGHT OF LIGHT ABOVE THE STATION WAS 1.0 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0974 ***********************************************************************
 PD0974  DESIGNATION -  HOLWAY RESET
 PD0974  PID         -  PD0974
 PD0974  STATE/COUNTY-  ME/WASHINGTON
 PD0974  USGS QUAD   -  MACHIAS BAY (1993)
 PD0974
 PD0974                         *CURRENT SURVEY CONTROL
 PD0974  ___________________________________________________________________
 PD0974* NAD 83(1996)-  44 37 45.48854(N)    067 15 33.27097(W)     ADJUSTED  
 PD0974* NAVD 88     -        26.3    (meters)      86.     (feet)  VERTCON   
 PD0974  ___________________________________________________________________
 PD0974  LAPLACE CORR-           3.34  (seconds)                    DEFLEC99
 PD0974  GEOID HEIGHT-         -22.49  (meters)                     GEOID03
 PD0974
 PD0974  HORZ ORDER  -  SECOND
 PD0974
 PD0974.The horizontal coordinates were established by classical geodetic methods
 PD0974.and adjusted by the National Geodetic Survey in March 1998..
 PD0974
 PD0974.The NAVD 88 height was computed by applying the VERTCON shift value to
 PD0974.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PD0974
 PD0974.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0974
 PD0974.The geoid height was determined by GEOID03.
 PD0974
 PD0974;                    North         East     Units Scale Factor Converg.
 PD0974;SPC ME E     -   107,701.620   398,448.870   MT  1.00001915   +0 52 18.2
 PD0974;UTM  19      - 4,943,245.748   638,080.452   MT  0.99983447   +1 13 23.2
 PD0974
 PD0974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0974!SPC ME E     -   0.99999941  x   1.00001915  =   1.00001856
 PD0974!UTM  19      -   0.99999941  x   0.99983447  =   0.99983388
 PD0974
 PD0974|---------------------------------------------------------------------|
 PD0974| PID    Reference Object                     Distance      Geod. Az  |
 PD0974|                                                           dddmmss.s |
 PD0974| CE8008 HOLWAY RM 1                           8.445 METERS 00750     |
 PD0974| CE8009 HOLWAY RM 2                          11.870 METERS 11122     |
 PD0974| PD0953 MACHIAS SEAL IS LH                  APPROX.18.9 KM 1382953.0 |
 PD0974| PD1002 CROSS IS COAST GUARD TWR            APPROX. 2.4 KM 2130451.5 |
 PD0974| PD0995 CUTLER USN RAD STA TOWER S 0        APPROX. 1.8 KM 3001513.4 |
 PD0974| PD0996 CUTLER USN RAD STA TOWER N 0        APPROX. 3.3 KM 3212229.4 |
 PD0974| PD0982 LOWELL RESET                        APPROX.10.8 KM 3240150.6 |
 PD0974|---------------------------------------------------------------------|
 PD0974
 PD0974                          SUPERSEDED SURVEY CONTROL
 PD0974
 PD0974  NAD 83(1992)-  44 37 45.48506(N)    067 15 33.26860(W) AD(       ) 2
 PD0974  NAD 83(1986)-  44 37 45.48125(N)    067 15 33.27108(W) AD(       ) 2
 PD0974  NAD 27      -  44 37 45.20900(N)    067 15 35.29500(W) AD(       ) 2
 PD0974  NGVD 29 (07/19/86)   26.4    (m)           87.     (f) VERT ANG       
 PD0974
 PD0974.Superseded values are not recommended for survey control.
 PD0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0974.See file dsdata.txt to determine how the superseded data were derived.
 PD0974
 PD0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK3808043246(NAD 83)
 PD0974_MARKER: H = DRILL HOLE
 PD0974_SETTING: 80 = SET IN A BOULDER
 PD0974
 PD0974  HISTORY     - Date     Condition        Report By
 PD0974  HISTORY     - 1960     MONUMENTED       CGS
 PD0974  HISTORY     - 1913     GOOD             CGS
 PD0974  HISTORY     - 1946     POOR             CGS
 PD0974  HISTORY     - 1949     SEE DESCRIPTION  CGS
 PD0974  HISTORY     - 1959     GOOD             CGS
 PD0974  HISTORY     - 1960     SEE DESCRIPTION  CGS
 PD0974
 PD0974                          STATION DESCRIPTION
 PD0974
 PD0974'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 PD0974'STATION IS ON THE HIGHEST POINT OF LAND NEAR CAPE WASH, ON THE W
 PD0974'SIDE OF THE ENTRANCE TO LITTLE MACHIAS BAY AND A LITTLE NEARER
 PD0974'TO THE N SIDE OF THE ENTRANCE TO CROSS ISLAND NARROWS, AND ABOUT
 PD0974'3 MILES SW OF CUTLER.  THE HILL IS BARE EXCEPT FOR A FEW
 PD0974'SCATTERED CLUMPS OF TREES.  ABOUT 50 METERS E OF THE STATION
 PD0974'THERE IS A LARGE CLUMP OF SMALL TREES ON A KNOLL OF NEARLY THE
 PD0974'SAME HEIGHT.  THE STATION IS MARKED BY A DRILL HOLE SURROUNDED
 PD0974'BY A TRIANGLE CUT IN THE ROCK AND COVERED BY A CAIRN.
 PD0974
 PD0974                          STATION RECOVERY (1946)
 PD0974
 PD0974'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0974'STATION WAS RECOVERED IN POOR CONDITION.  THE STATION ROCK WAS
 PD0974'BADLY ROTTED.  ONE SIDE OF THE TRIANGLE IS STILL IN
 PD0974'EXISTENCE.  HOWEVER, THE DRILL HOLE IS GONE.  THE DESCRIPTION IS
 PD0974'ADEQUATE, EXCEPT THAT THE HILL IS NOW COVERED BY A GROWTH OF
 PD0974'SPRUCE TREES.  A 3-FOOT CAIRN WAS REBUILT OVER THE STATION.
 PD0974
 PD0974                          STATION RECOVERY (1949)
 PD0974
 PD0974'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM)
 PD0974'DESCRIPTION IS INADEQUATE.  A NEW DESCRIPTION FOLLOWS--
 PD0974'
 PD0974'LOCATED NEAR THE SE END OF CAPE WASH, ON THE W SIDE OF ENTRANCE
 PD0974'TO LITTLE MACHIAS BAY, APPROXIMATELY 1,000 FEET NNW OF THE TIP OF
 PD0974'THE POINT, NEAR THE SE END OF A HIGH RIDGE.  THE CAPE IS COVERED
 PD0974'BY A DENSE GROWTH OF SPRUCE AND FIR.
 PD0974'
 PD0974'STATION IS MARKED BY A TRIANGULAR-SHAPED HOLE IN THE LEDGE AND
 PD0974'SURROUNDED BY A LARGE TRIANGLE (4-FOOT SIDES) CHISELED INTO THE
 PD0974'LEDGE.  THE LARGE TRIANGLE IS ALMOST EXTINCT DUE TO THE ROTTING
 PD0974'OF THE LEDGE.  A 16-FOOT 2X4 SIGNAL WAS LEFT STANDING WITH A
 PD0974'3-FOOT CAIRN BUILT AROUND IT.  THE TREES WERE CUT NEAR THE
 PD0974'STATION AND A LINE WAS CUT TO OLD MAN ISLAND.
 PD0974
 PD0974                          STATION RECOVERY (1959)
 PD0974
 PD0974'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GFW)
 PD0974'THE STATION WAS RECOVERED IN FAIR CONDITION.  THE DESCRIPTION
 PD0974'BY E.R. MC. IN 1949 IS CORRECT AND ADEQUATE WITH THE FOLLOWING
 PD0974'EXCEPTION.  THE ENTIRE AREA HAS BEEN CLEARED AND THE STATION IS
 PD0974'NOW ON A BARREN ROCK RIDGE.
 PD0974
 PD0974                          STATION RECOVERY (1960)
 PD0974
 PD0974'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HRL)
 PD0974'STATION WAS RECOVERED--A STANDARD TRIANGULATION DISK WAS
 PD0974'CEMENTED IN THE DRILLHOLE THAT MARKED THE STATION.  REFERENCE
 PD0974'MARK NO. 1 AND REFERENCE MARK NO. 2 WERE ESTABLISHED.
 PD0974'
 PD0974'DUE TO CHANGE IN LAND MARKS, A COMPLETE NEW DESCRIPTION FOLLOWS--
 PD0974'
 PD0974'STATION IS LOCATED ABOUT 8-1/2 MILES SOUTHEAST OF MACHIASPORT,
 PD0974'ABOUT 3-1/2 MILES SOUTHWEST OF CUTLER, ON HIGHEST POINT OF LAND
 PD0974'NEAR CAPE WASH AND ABOUT 1000 YARDS EAST OF THE INLET TO LITTLE
 PD0974'MACHIAS BAY.  IT IS 24 FEET EAST OF ROCK LEDGE AND 42 FEET NORTH
 PD0974'OF ROCK LEDGE.  IT IS MARKED BY A STANDARD TRIANGULATION DISK
 PD0974'CEMENTED FLUSH IN DRILLHOLE IN ROCK AND THE DISK IS STAMPED
 PD0974'HOLWAY 1883 1960.
 PD0974'
 PD0974'TO REACH FROM THE POST OFFICE IN EAST MACHIAS, GO SOUTH AND
 PD0974'EAST ON STATE HIGHWAY NO. 191 FOR 10.0 MILES TO ROAD INTERSECTION,
 PD0974'TURN RIGHT AND GO WEST FOR 0.8 MILE TO GUARD GATE.  PASS THROUGH
 PD0974'GATE AND GO WEST FOR 0.2 MILE TO ROAD FORK KEEP LEFT FOLLOWING
 PD0974'THE MAIN ROAD SOUTHERLY FOR 2.5 MILE TO A SIDE ROAD LEFT (THIS
 PD0974'IS JUST AFTER PASSING TOWER NO. S3).  TURN LEFT AND GO SOUTHERLY
 PD0974'ON BULLDOZED ROAD FOR 0.8 MILES AND END OF TRUCK TRAVEL.  PACK
 PD0974'NORTHEASTERLY FOR 150 YARDS TO SUMMIT AND STATION AS
 PD0974'DESCRIBED.
 PD0974'
 PD0974'REFERENCE MARK NO. 1, IS 2 FEET SOUTH OF ROCK LEDGE.  IT IS
 PD0974'MARKED BY STANDARD DISK CEMENTED FLUSH IN DRILLHOLE IN ROCK AND
 PD0974'THE DISK IS STAMPED HOLWAY NO 1 1883 1960.
 PD0974'
 PD0974'REFERENCE MARK NO. 2, IS 24 FEET NORTH OF ROCK LEDGE.  IT IS
 PD0974'MARKED BY A STANDARD DISK CEMENTED FLUSH IN DRILLHOLE IN ROCK
 PD0974'AND THE DISK IS STAMPED HOLWAY NO 2 1883 1960.
 PD0974'
 PD0974'DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 PD0974'IS 52.82 FEET OR 16.100 METERS.
 PD0974'
 PD0974'HEIGHT OF STAND ABOVE STATION MARK 1.34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1020 ***********************************************************************
 PD1020  DESIGNATION -  HOLWAY WASH CO MACHIAS TWP
 PD1020  PID         -  PD1020
 PD1020  STATE/COUNTY-  ME/WASHINGTON
 PD1020  USGS QUAD   -  MACHIAS (1977)
 PD1020
 PD1020                         *CURRENT SURVEY CONTROL
 PD1020  ___________________________________________________________________
 PD1020* NAD 83(1996)-  44 40 22.88157(N)    067 26 09.88811(W)     ADJUSTED  
 PD1020* NAVD 88     -                                                        
 PD1020  ___________________________________________________________________
 PD1020  LAPLACE CORR-           4.73  (seconds)                    DEFLEC99
 PD1020  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 PD1020
 PD1020  HORZ ORDER  -  THIRD
 PD1020
 PD1020.The horizontal coordinates were established by classical geodetic methods
 PD1020.and adjusted by the National Geodetic Survey in March 1998..
 PD1020
 PD1020
 PD1020.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1020
 PD1020.The geoid height was determined by GEOID03.
 PD1020
 PD1020;                    North         East     Units Scale Factor Converg.
 PD1020;SPC ME E     -   112,361.283   384,354.091   MT  0.99998747   +0 44 53.0
 PD1020;UTM  19      - 4,947,817.978   623,960.058   MT  0.99978896   +1 05 58.8
 PD1020
 PD1020                          SUPERSEDED SURVEY CONTROL
 PD1020
 PD1020  NAD 83(1992)-  44 40 22.87771(N)    067 26 09.88582(W) AD(       ) 4
 PD1020  NAD 83(1986)-  44 40 22.87372(N)    067 26 09.88832(W) AD(       ) 4
 PD1020  NAD 27      -  44 40 22.60100(N)    067 26 11.92700(W) AD(       ) 3
 PD1020
 PD1020.Superseded values are not recommended for survey control.
 PD1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1020.See file dsdata.txt to determine how the superseded data were derived.
 PD1020
 PD1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK2396047818(NAD 83)
 PD1020
 PD1020  HISTORY     - Date     Condition        Report By
 PD1020  HISTORY     - UNK      MONUMENTED
 PD1020  HISTORY     - 1959     SEE DESCRIPTION  CGS
 PD1020
 PD1020                          STATION DESCRIPTION
 PD1020
 PD1020'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GFW)
 PD1020'THE LEDGE WHERE THIS STATION WAS LOCATED WAS SEARCHED WITH NO
 PD1020'RESULTS.  THE LEDGE IS BADLY CRUMBLED AND IT IS DOUBTFUL THAT THE
 PD1020'STATION CAN EVER BE RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2237 ***********************************************************************
 PE2237  DESIGNATION -  HOMER RESET
 PE2237  PID         -  PE2237
 PE2237  STATE/COUNTY-  ME/PENOBSCOT
 PE2237  USGS QUAD   -  HERMON (1978)
 PE2237
 PE2237                         *CURRENT SURVEY CONTROL
 PE2237  ___________________________________________________________________
 PE2237* NAD 83(1996)-  44 51 34.98887(N)    068 54 02.05578(W)     ADJUSTED  
 PE2237* NAVD 88     -        88.8    (meters)     291.     (feet)  VERTCON   
 PE2237  ___________________________________________________________________
 PE2237  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 PE2237  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 PE2237
 PE2237  HORZ ORDER  -  THIRD
 PE2237
 PE2237.The horizontal coordinates were established by classical geodetic methods
 PE2237.and adjusted by the National Geodetic Survey in March 1998..
 PE2237
 PE2237.The NAVD 88 height was computed by applying the VERTCON shift value to
 PE2237.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PE2237
 PE2237.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2237
 PE2237.The geoid height was determined by GEOID03.
 PE2237
 PE2237;                    North         East     Units Scale Factor Converg.
 PE2237;SPC ME E     -   132,633.671   268,342.431   MT  0.99991232   -0 16 57.2
 PE2237;UTM  19      - 4,967,371.974   507,855.621   MT  0.99960076   +0 04 12.5
 PE2237
 PE2237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2237!SPC ME E     -   0.99998998  x   0.99991232  =   0.99990230
 PE2237!UTM  19      -   0.99998998  x   0.99960076  =   0.99959074
 PE2237
 PE2237:                Primary Azimuth Mark                     Grid Az
 PE2237:SPC ME E     -  HATCH                                    086 04 28.7
 PE2237:UTM  19      -  HATCH                                    085 43 19.0
 PE2237
 PE2237|---------------------------------------------------------------------|
 PE2237| PID    Reference Object                     Distance      Geod. Az  |
 PE2237|                                                           dddmmss.s |
 PE2237| PE2214 HATCH                               APPROX. 3.7 KM 0854731.5 |
 PE2237| CE8011 HOMER RM 1                           13.905 METERS 13753     |
 PE2237| PE2236 HOMER RM 3                           13.644 METERS 19304     |
 PE2237| CE8012 HOMER RM 2                           12.470 METERS 25056     |
 PE2237| CE8010 HOMER AZ MK                                        2670905.4 |
 PE2237|---------------------------------------------------------------------|
 PE2237
 PE2237                          SUPERSEDED SURVEY CONTROL
 PE2237
 PE2237  NAD 83(1992)-  44 51 34.98691(N)    068 54 02.05361(W) AD(       ) 3
 PE2237  NAD 83(1986)-  44 51 34.98755(N)    068 54 02.05682(W) AD(       ) 3
 PE2237  NAD 27      -  44 51 34.73720(N)    068 54 03.91200(W) AD(       ) 3
 PE2237  NGVD 29 (07/19/86)   89.0    (m)          292.     (f) VERT ANG       
 PE2237
 PE2237.Superseded values are not recommended for survey control.
 PE2237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2237.See file dsdata.txt to determine how the superseded data were derived.
 PE2237
 PE2237_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK0785667372(NAD 83)
 PE2237_MARKER: DH = HORIZONTAL CONTROL DISK
 PE2237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE2237_STAMPING: HOMER 1958 1981
 PE2237_MARK LOGO: NGS   
 PE2237_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE2237
 PE2237  HISTORY     - Date     Condition        Report By
 PE2237  HISTORY     - 1981     MONUMENTED       NGS
 PE2237
 PE2237                          STATION DESCRIPTION
 PE2237
 PE2237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 PE2237'THE STATION MARK WAS RECOVERED TILTED OVER.  THE MARK WAS RESET OVER
 PE2237'THE UNDERGROUND MARK.  THE AZIMUTH MARK WAS RECOVERED IN GOOD
 PE2237'CONDITION.  REFERENCE MARK 2 WAS RECOVERED TILTED SLIGHTLY BUT SOLID
 PE2237'IN THE GROUND.  THE DISTANCE TO THE MARK CHECKED BUT A LOWER VALUE OF
 PE2237'7 MINUTES AND 26 SECONDS WAS NOTED.  REFERENCE MARKS 1 AND 3 WERE NOT
 PE2237'RECOVERED AND WERE PROBABLY DESTROYED WHEN A HOUSE WAS BUILT AT THE
 PE2237'STATION SITE.  REFERENCE MARK 4 WAS ESTABLISHED AT THIS TIME.  A NEW
 PE2237'DESCRIPTION FOLLOWS.
 PE2237' 
 PE2237'THE STATION IS LOCATED ABOUT 12.1 KM (7.50 MI) NORTHWEST OF BANGOR,
 PE2237'7.2 KM (4.45 MI) SOUTH SOUTHWEST OF KENDUSKEAG AND AT THE
 PE2237'GLENBURN-HERMON TOWN LINE.  OWNERSHIP-- CLIFFORD AND GAIL BRIDGHAM.
 PE2237'RFD NUMBER 3 BOX 80, BANGOR, MAINE, 04401, TELEPHONE 207 884-7778.  TO
 PE2237'REACH THE STATION FROM WHERE STATE HIGHWAY 222 CROSSES OVER INTERSTATE
 PE2237'HIGHWAY 95, IN THE NORTHWEST SECTION OF BANGOR, GO NORTHWEST ON
 PE2237'HIGHWAY 222 FOR 2.8 KM (1.75 MI) TO THE UNION STREET SCHOOL ON THE
 PE2237'RIGHT.  CONTINUE NORTHWEST ON HIGHWAY 222 FOR 4.7 KM (2.90 MI) TO THE
 PE2237'PLEASANT HILL CEMETERY ON THE RIGHT.  CONTINUE NORTHWEST ON HIGHWAY
 PE2237'222 FOR 2.8 KM (1.75 MI) TO A SIDE ROAD RIGHT, AT THE GLENBURN-HERMAN
 PE2237'TOWN LINE.  TURN RIGHT AND GO EAST ON A DIRT ROAD FOR 0.1 KM (0.05 MI)
 PE2237'TO THE BRIDGHAM HOME AND THE STATION ON THE LEFT.
 PE2237' 
 PE2237'THE STATION IS A STANDARD NGS DISK STAMPED--HOMER 1958 1981--, SET
 PE2237'INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES OR 30 CM ON SIDE
 PE2237'PROJECTING 2 INCHES OR 5 CM ABOVE THE GROUND LOCATED 132.5 FT (40.4 M)
 PE2237'NNW FROM THE CENTER OF THE DIRT ROAD, 34.5 FT (10.5 M) NW FROM THE
 PE2237'SOUTHWEST CORNER OF THE GARAGE, 23.5 FT (7.2 M) NW FROM A 8-INCH
 PE2237'SPRUCE TREE, AND 24.5 FT (7.5 M) W FROM THE NORTHWEST CORNER OF THE
 PE2237'GARAGE.  THE UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED--HOMER
 PE2237'1958--, SET INTO AN IRREGULAR MASS OF CONCRETE 2.0 FT (0.6 M) BELOW
 PE2237'THE SURFACE.  REFERENCE MARK NO 2 IS A STANDARD NGS DISK
 PE2237'STAMPED--HOMER NO 2 1958--, SET INTO THE TOP OF A SQUARE CONCRETE
 PE2237'MONUMENT 12 INCHES OR 30 CM ON SIDE PROJECTING 2 INCHES OR 5 CM ABOVE
 PE2237'THE GROUND LOCATED 65.5 FT (20.0 M) W FROM THE NORTHWEST CORNER OF
 PE2237'GARAGE, 36.5 FT (11.1 M) NE FROM A LARGE EXPOSED BOULDER IN YARD, 44.0
 PE2237'FT (13.4 M) NW FROM THE NORTH SIDE OF A CONCRETE SLAB THAT PROJECTS 1
 PE2237'FT (0.3 M) , AND 1.5 FT (0.5 M) LOWER THAN THE STATION. REFERENCE MARK
 PE2237'NO 4 IS A STANDARD NGS DISK STAMPED--HOMER 1958 NO 4 1981--, SET INTO
 PE2237'THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES OR 30 CM ON SIDE FLUSH
 PE2237'WITH GROUND LOCATED 36.0 FT (11.0 M) W FROM THE CENTER OF DRIVEWAY
 PE2237'LEADING TO HOUSE, 31.0 FT (9.4 M) N FROM CENTER OF THE DIRT ROAD, AND
 PE2237'22.5 FT (6.9 M) ENE FROM POWERLINE POLE NUMBER 1612 OVER 1.  AZIMUTH
 PE2237'MARK NO 1 IS A STANDARD NGS DISK STAMPED--HOMER 1958--, SET INTO THE
 PE2237'TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES OR 30 CM ON SIDE
 PE2237'PROJECTING 2 INCHES OR 5 CM ABOVE THE GROUND LOCATED 48.0 FT (14.6 M)
 PE2237'SW FROM POWERLINE POLE NUMBER 050 44, 46.0 FT (14.0 M) NW FROM
 PE2237'TELEPHONE POLE NUMBER 46-1, 28.0 FT (8.5 M) SW FROM THE CENTER OF
 PE2237'HIGHWAY 222, 4.0 FT (1.2 M) NNW FROM THE STUMP OF A 24-INCH TREE, AND
 PE2237'2.3 FT (0.7 M) E FROM A METAL WITNESS POST.  TO REACH THE AZIMUTH MARK
 PE2237'FROM THE INTERSECTION OF STATE HIGHWAY 222 AND THE DIRT ROAD, GO
 PE2237'NORTHWEST ON HIGHWAY 222 FOR 0.1 KM (0.05 MI) TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2236 ***********************************************************************
 PE2236  DESIGNATION -  HOMER RM 3
 PE2236  PID         -  PE2236
 PE2236  STATE/COUNTY-  ME/PENOBSCOT
 PE2236  USGS QUAD   -  HERMON (1978)
 PE2236
 PE2236                         *CURRENT SURVEY CONTROL
 PE2236  ___________________________________________________________________
 PE2236* NAD 83(1996)-  44 51 34.55830(N)    068 54 02.19621(W)     ADJUSTED  
 PE2236* NAVD 88     -        85.     (meters)     279.     (feet)  SCALED    
 PE2236  ___________________________________________________________________
 PE2236  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 PE2236  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 PE2236
 PE2236  HORZ ORDER  -  SECOND
 PE2236
 PE2236.The horizontal coordinates were established by classical geodetic methods
 PE2236.and adjusted by the National Geodetic Survey in March 1998..
 PE2236
 PE2236.The orthometric height was scaled from a topographic map.
 PE2236
 PE2236.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2236
 PE2236.The geoid height was determined by GEOID03.
 PE2236
 PE2236;                    North         East     Units Scale Factor Converg.
 PE2236;SPC ME E     -   132,620.396   268,339.283   MT  0.99991232   -0 16 57.3
 PE2236;UTM  19      - 4,967,358.684   507,852.555   MT  0.99960076   +0 04 12.4
 PE2236
 PE2236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2236!SPC ME E     -   0.99999060  x   0.99991232  =   0.99990292
 PE2236!UTM  19      -   0.99999060  x   0.99960076  =   0.99959137
 PE2236
 PE2236                          SUPERSEDED SURVEY CONTROL
 PE2236
 PE2236  NAD 83(1992)-  44 51 34.55635(N)    068 54 02.19403(W) AD(       ) 2
 PE2236  NAD 83(1986)-  44 51 34.55699(N)    068 54 02.19724(W) AD(       ) 2
 PE2236  NAD 27      -  44 51 34.30660(N)    068 54 04.05240(W) AD(       ) 2
 PE2236
 PE2236.Superseded values are not recommended for survey control.
 PE2236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2236.See file dsdata.txt to determine how the superseded data were derived.
 PE2236
 PE2236_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK0785367359(NAD 83)
 PE2236
 PE2236  HISTORY     - Date     Condition        Report By
 PE2236  HISTORY     - 1958     MONUMENTED       CGS
 PE2236  HISTORY     - 1961     SEE DESCRIPTION  CGS
 PE2236
 PE2236                          STATION DESCRIPTION
 PE2236
 PE2236'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 PE2236'STATION IS LOCATED ABOUT 7-1/2 MILES NORTHWEST OF BANGOR, 4-1/2
 PE2236'MILES SOUTH-SOUTHEAST OF KENDUSKEAG AND AT A HOMING AID TO AIR
 PE2236'NAVIGATION FACILITY.  THE POINT IS MARKED BY A REFERENCE MARK TO
 PE2236'TRIANGULATION STATION HOMER.  IT IS SET MIDWAY BETWEEN THE TWO
 PE2236'ANTENNA POLES.  THE MARK IS SET FLUSH WITH THE SURFACE OF THE
 PE2236'GROUND AND THE DISK IS STAMPED HOMER NO 3 1958.
 PE2236'
 PE2236'A TRAVERSE CONNECTION WAS MADE FROM HOMER TO REFERENCE MARK
 PE2236'NO. 3.  THE DISTANCE IS 13.644 METERS OR 44.76 FEET.
 PE2236'
 PE2236'TO REACH FROM BANGOR, GO NORTHWEST ON UNION STREET TO THE
 PE2236'NORTHEASTERN AIRLINES TERMINAL BUILDING, AT DOW FIELD.  CONTINUE
 PE2236'ON HIGHWAY 222 FOR 5.3 MILES TO A GRAVELED ROAD RIGHT, TURN RIGHT
 PE2236'0.05 MILE TO THE HOMING AID ON THE LEFT.
 PE2236
 PE2236                          STATION RECOVERY (1961)
 PE2236
 PE2236'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RCY)
 PE2236'STATION RECOVERED AS DESCRIBED.  PREVIOUS DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1995 ***********************************************************************
 PE1995  DESIGNATION -  HON 1944
 PE1995  PID         -  PE1995
 PE1995  STATE/COUNTY-  ME/HANCOCK
 PE1995  USGS QUAD   -  STINSON NECK (1983)
 PE1995
 PE1995                         *CURRENT SURVEY CONTROL
 PE1995  ___________________________________________________________________
 PE1995* NAD 83(1996)-  44 13 00.18448(N)    068 30 38.11150(W)     ADJUSTED  
 PE1995* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 PE1995  ___________________________________________________________________
 PE1995  LAPLACE CORR-           5.13  (seconds)                    DEFLEC99
 PE1995  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 PE1995
 PE1995  HORZ ORDER  -  THIRD
 PE1995
 PE1995.The horizontal coordinates were established by classical geodetic methods
 PE1995.and adjusted by the National Geodetic Survey in March 1998..
 PE1995
 PE1995.The orthometric height was scaled from a topographic map.
 PE1995
 PE1995.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1995
 PE1995.The geoid height was determined by GEOID03.
 PE1995
 PE1995;                    North         East     Units Scale Factor Converg.
 PE1995;SPC ME E     -    61,110.744   299,154.076   MT  0.99990001   -0 00 26.6
 PE1995;UTM  19      - 4,896,060.124   539,095.196   MT  0.99961880   +0 20 28.7
 PE1995
 PE1995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1995!SPC ME E     -   1.00000279  x   0.99990001  =   0.99990280
 PE1995!UTM  19      -   1.00000279  x   0.99961880  =   0.99962159
 PE1995
 PE1995:                Primary Azimuth Mark                     Grid Az
 PE1995:SPC ME E     -  BLUE HILL BAY FLYE IS LH                 015 54 49.5
 PE1995:UTM  19      -  BLUE HILL BAY FLYE IS LH                 015 33 54.2
 PE1995
 PE1995|---------------------------------------------------------------------|
 PE1995| PID    Reference Object                     Distance      Geod. Az  |
 PE1995|                                                           dddmmss.s |
 PE1995| PE1861 BLUE HILL BAY FLYE IS LH            APPROX. 3.7 KM 0155422.9 |
 PE1995| PE1996 EGG ROCK BEACON                     APPROX. 3.5 KM 1775419.2 |
 PE1995| PE2001 LONG LEDGE BEACON                   APPROX. 5.1 KM 2153404.2 |
 PE1995|---------------------------------------------------------------------|
 PE1995
 PE1995                          SUPERSEDED SURVEY CONTROL
 PE1995
 PE1995  NAD 83(1992)-  44 13 00.19236(N)    068 30 38.09581(W) AD(       ) 3
 PE1995  NAD 83(1986)-  44 13 00.19482(N)    068 30 38.09813(W) AD(       ) 3
 PE1995  NAD 27      -  44 12 59.90200(N)    068 30 40.01600(W) AD(       ) 3
 PE1995
 PE1995.Superseded values are not recommended for survey control.
 PE1995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1995.See file dsdata.txt to determine how the superseded data were derived.
 PE1995
 PE1995_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ3909596060(NAD 83)
 PE1995
 PE1995  HISTORY     - Date     Condition        Report By
 PE1995  HISTORY     - 1944     MONUMENTED       CGS
 PE1995
 PE1995                          STATION DESCRIPTION
 PE1995
 PE1995'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1995'STATION IS ON HIGHEST POINT ON MAHONEY ISLAND, JERICHO BAY.  IT
 PE1995'IS A STANDARD TOPOGRAPHIC DISC SET IN DRILL HOLE IN LEDGE.  MOST
 PE1995'EASTERLY CLUMP OF SMALL EVERGREENS IS ABOUT FIVE METERS NORTHEAST
 PE1995'OF STATION.  STATION IS APPROXIMATELY TWENTY METERS BACK OF
 PE1995'MEAN HIGH-WATER LINE.
 PE1995'
 PE1995'APPROXIMATE ELEVATION ABOVE HIGH WATER MARK 25 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0201 ***********************************************************************
 OC0201  DESIGNATION -  HONEYCUTT
 OC0201  PID         -  OC0201
 OC0201  STATE/COUNTY-  ME/CUMBERLAND
 OC0201  USGS QUAD   -  PORTLAND EAST (1975)
 OC0201
 OC0201                         *CURRENT SURVEY CONTROL
 OC0201  ___________________________________________________________________
 OC0201* NAD 83(1996)-  43 41 00.99865(N)    070 11 20.65387(W)     ADJUSTED  
 OC0201* LOCAL TIDAL -        16.256  (meters)      53.33   (feet)  ADJ UNCH  
 OC0201  ___________________________________________________________________
 OC0201  LAPLACE CORR-           3.51  (seconds)                    DEFLEC99
 OC0201  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 OC0201
 OC0201  HORZ ORDER  -  THIRD
 OC0201  VERT ORDER  -  SECOND    CLASS 0
 OC0201
 OC0201.The horizontal coordinates were established by classical geodetic methods
 OC0201.and adjusted by the National Geodetic Survey in March 1998..
 OC0201
 OC0201.The orthometric height was key entered from printed documents
 OC0201.and not key verified.
 OC0201
 OC0201.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC0201
 OC0201.The geoid height was determined by GEOID03.
 OC0201
 OC0201;                    North         East     Units Scale Factor Converg.
 OC0201;SPC ME W     -    94,461.023   898,193.611   MT  0.99996671   -0 00 55.7
 OC0201;UTM  19      - 4,837,420.068   404,161.864   MT  0.99971297   -0 49 16.8
 OC0201
 OC0201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC0201!SPC ME W     -   1.00000154  x   0.99996671  =   0.99996825
 OC0201!UTM  19      -   1.00000154  x   0.99971297  =   0.99971451
 OC0201
 OC0201:                Primary Azimuth Mark                     Grid Az
 OC0201:SPC ME W     -  COW RESET                                012 57 42.1
 OC0201:UTM  19      -  COW RESET                                013 46 03.2
 OC0201
 OC0201|---------------------------------------------------------------------|
 OC0201| PID    Reference Object                     Distance      Geod. Az  |
 OC0201|                                                           dddmmss.s |
 OC0201| OC0205 COW RESET                           APPROX. 0.9 KM 0125646.4 |
 OC0201| OC0200 DP HONEYCUTT                         32.920 METERS 17457     |
 OC0201| OC0202 HONEYCUTT RM 1                        8.320 METERS 29644     |
 OC0201|---------------------------------------------------------------------|
 OC0201
 OC0201                          SUPERSEDED SURVEY CONTROL
 OC0201
 OC0201  NAD 83(1992)-  43 41 00.99691(N)    070 11 20.65457(W) AD(       ) 3
 OC0201  NAD 83(1986)-  43 41 01.00298(N)    070 11 20.66005(W) AD(       ) 3
 OC0201  NAD 27      -  43 41 00.70900(N)    070 11 22.48600(W) AD(       ) 3
 OC0201
 OC0201.Superseded values are not recommended for survey control.
 OC0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0201.See file dsdata.txt to determine how the superseded data were derived.
 OC0201
 OC0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0416237420(NAD 83)
 OC0201_MARKER: DB = BENCH MARK DISK
 OC0201_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC0201_SP_SET: CONCRETE ROOF
 OC0201_STAMPING: HONEYCUTT 1941
 OC0201_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC0201
 OC0201  HISTORY     - Date     Condition        Report By
 OC0201  HISTORY     - 1941     MONUMENTED       CGS
 OC0201  HISTORY     - 1943     GOOD             NGS
 OC0201  HISTORY     - 1971     SEE DESCRIPTION  NGS
 OC0201  HISTORY     - 1979     POOR             NGS
 OC0201
 OC0201                          STATION DESCRIPTION
 OC0201
 OC0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC0201'STATION IS LOCATED ON THE NE SIDE OF GREAT DIAMOND ISLAND, ON THE
 OC0201'S FORK OF FORT MC KINLEY, BATTERY HONEYCUTT, 36 FT. E OF THE W EDGE
 OC0201'OF THE BATTERY, AND 6 FT. W OF THE E EDGE OF THE BATTERY.  IT IS
 OC0201'A STANDARD STATION DISK, STAMPED HONEYCUTT 1941 AND SET FLUSH IN
 OC0201'THE CONCRETE PARAPET OF BATTERY HONEYCUTT.
 OC0201'
 OC0201'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HONEYCUTT NO 1
 OC0201'1941 AND SET FLUSH IN THE CONCRETE PARAPET OF BATTERY HONEYCUTT.  IT
 OC0201'IS NE OF THE STATION, AND AT THE SAME LEVEL AS THE STATION.
 OC0201'
 OC0201'REFERENCE MARK 2 IS A STANDARD TRAVERSE-STATION DISK, STAMPED
 OC0201'DP HONEYCUTT 1941 AND SET FLUSH IN THE CONCRETE PARAPET OF
 OC0201'BATTERY HONEYCUTT.  IT IS SW OF THE STATION, AND AT THE SAME
 OC0201'LEVEL AS THE STATION.
 OC0201
 OC0201                          STATION RECOVERY (1943)
 OC0201
 OC0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 OC0201'4 MI NE FROM PORTLAND.
 OC0201'4.0 MILES NORTHEAST (BY BOAT) OF THE DOCKS AT PORTLAND,
 OC0201'CUMBERLAND COUNTY, ON GREAT DIAMOND ISLAND, ON THE SOUTH FORK OF
 OC0201'DIAMOND COVE, 122 FEET EAST OF THE NORTHEAST CORNER OF A MINE
 OC0201'STOREHOUSE, AT BATTERY HONEYCUTT, 52 FEET NORTH OF GUN 2, IN
 OC0201'THE CONCRETE ROOF OF THE BATTERY, 40.1 FEET SOUTHEAST OF THE
 OC0201'NORTHWEST CORNER, AND 5.8 FEET WEST OF THE EAST EDGE OF THE
 OC0201'BATTERY.
 OC0201
 OC0201                          STATION RECOVERY (1971)
 OC0201
 OC0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (DWW)
 OC0201'RECOVERED AS DESCRIBED, IN POOR CONDITION--MARK DEFACED BY
 OC0201'SCRATCHES.
 OC0201
 OC0201                          STATION RECOVERY (1979)
 OC0201
 OC0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 OC0201'THE DRILL HOLE FOR THE STATION MARK AND REFERENCE MARK 1 WAS
 OC0201'RECOVERED.  THE STEM FOR REFERENCE MARK 2 WAS ALSO RECOVERED.  NEW
 OC0201'DISKS WERE SET FOR ALL 3 MARKS HOLDING THE CENTER OF THE DRILL HOLES
 OC0201'AND THE CENTER OF THE STEM.  THE DIRECTION BETWEEN THE REFERENCE
 OC0201'MARKS CHECKED BUT A LONGER DISTANCE OF 0.008 METER TO REFERENCE MARK 1
 OC0201'AND 0.005 METER TO REFERENCE MARK 2 WAS NOTED.  A NEW DESCRIPTION
 OC0201'FOLLOWS.
 OC0201'
 OC0201'THE STATION IS LOCATED ON GREAT DIAMOND ISLAND, AT THE SITE OF THE
 OC0201'ABANDONED GUN BATTERY FOR FORT MC KINLEY.
 OC0201'
 OC0201'THE STATION MARK STAMPED---HONEYCUTT 1941 1979---IS A STANDARD DISK
 OC0201'CEMENTED IN A DRILL HOLE IN A CONCRETE GUN BATTERY.  IT IS 40 FEET
 OC0201'SOUTHEAST OF THE NORTHWEST CORNER OF THE BATTERY, 26 FEET SOUTH OF
 OC0201'THE NORTH END OF BATTERY AND 5 FEET WEST OF THE EAST END OF BATTERY.
 OC0201'
 OC0201'REFERENCE MARK 1 STAMPED---HONEYCUTT NO 1 1941 1979---IS A STANDARD
 OC0201'DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE GUN BATTERY.  IT IS 14
 OC0201'FEET SOUTHEAST OF THE NORTHWEST CORNER OF THE BATTERY, 12 FEET SOUTH
 OC0201'OF THE NORTH END OF BATTERY AND 7 FEET EAST OF THE WEST END OF THE
 OC0201'BATTERY.
 OC0201'
 OC0201'REFERENCE MARK 2 STAMPED---HONEYCUTT NO 2 1941 1979---IS A STANDARD
 OC0201'DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE GUN BATTERY.  IT IS 33
 OC0201'FEET SOUTH OF A TILE PIPE PROJECTING 1-FOOT OUT OF THE BATTERY, 31
 OC0201'FEET EAST OF THE WEST END OF THE BATTERY AND 5 FEET WEST OF THE EAST
 OC0201'END OF THE BATTERY.
 OC0201'
 OC0201'THE STATION IS TO THE EAST OF A LARGE BLOCK BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0202 ***********************************************************************
 OC0202  DESIGNATION -  HONEYCUTT RM 1
 OC0202  PID         -  OC0202
 OC0202  STATE/COUNTY-  ME/CUMBERLAND
 OC0202  USGS QUAD   -  PORTLAND EAST (1975)
 OC0202
 OC0202                         *CURRENT SURVEY CONTROL
 OC0202  ___________________________________________________________________
 OC0202* NAD 83(1986)-  43 41 00.     (N)    070 11 20.     (W)     SCALED    
 OC0202* LOCAL TIDAL -        16.297  (meters)      53.47   (feet)  ADJ UNCH  
 OC0202  ___________________________________________________________________
 OC0202  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 OC0202
 OC0202  VERT ORDER  -  SECOND    CLASS 0
 OC0202
 OC0202.The horizontal coordinates were scaled from a topographic map and have
 OC0202.an estimated accuracy of +/- 6 seconds.
 OC0202
 OC0202.The orthometric height was key entered from printed documents
 OC0202.and not key verified.
 OC0202
 OC0202.The geoid height was determined by GEOID03.
 OC0202
 OC0202;                    North         East    Units  Estimated Accuracy
 OC0202;SPC ME W     -    94,430.      898,210.      MT  (+/- 180 meters Scaled)
 OC0202
 OC0202                          SUPERSEDED SURVEY CONTROL
 OC0202
 OC0202.No superseded survey control is available for this station.
 OC0202
 OC0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ041373(NAD 83)
 OC0202_MARKER: DR = REFERENCE MARK DISK
 OC0202_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC0202_SP_SET: CONCRETE ROOF
 OC0202_STAMPING: HONEYCUTT NO 1 1941
 OC0202_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC0202
 OC0202  HISTORY     - Date     Condition        Report By
 OC0202  HISTORY     - 1941     MONUMENTED       CGS
 OC0202  HISTORY     - 1943     GOOD             NGS
 OC0202
 OC0202                          STATION DESCRIPTION
 OC0202
 OC0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 OC0202'4 MI NE FROM PORTLAND.
 OC0202'27.3 FEET NORTH-NORTHWEST OF TRIANGULATION STATION HONEYCUTT,
 OC0202'DESCRIBED ABOVE, AT BATTERY HONEYCUTT, 74 FEET NORTHWEST OF THE
 OC0202'CENTER OF GUN 2, IN THE CONCRETE ROOF OF THE BATTERY, 13.9
 OC0202'FEET SOUTHEAST OF THE NORTHEAST CORNER, AND 7 FEET EAST OF THE
 OC0202'WEST EDGE OF THE BATTERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1768 ***********************************************************************
 PE1768  DESIGNATION -  HOOD
 PE1768  PID         -  PE1768
 PE1768  STATE/COUNTY-  ME/HANCOCK
 PE1768  USGS QUAD   -  SCHOODIC HEAD (1984)
 PE1768
 PE1768                         *CURRENT SURVEY CONTROL
 PE1768  ___________________________________________________________________
 PE1768* NAD 83(1996)-  44 19 32.53458(N)    068 01 57.68615(W)     ADJUSTED  
 PE1768* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 PE1768  ___________________________________________________________________
 PE1768  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 PE1768  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 PE1768
 PE1768  HORZ ORDER  -  THIRD
 PE1768
 PE1768.The horizontal coordinates were established by classical geodetic methods
 PE1768.and adjusted by the National Geodetic Survey in March 1998..
 PE1768
 PE1768.The orthometric height was scaled from a topographic map.
 PE1768
 PE1768.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1768
 PE1768.The geoid height was determined by GEOID03.
 PE1768
 PE1768;                    North         East     Units Scale Factor Converg.
 PE1768;SPC ME E     -    73,325.956   337,271.743   MT  0.99991708   +0 19 35.5
 PE1768;UTM  19      - 4,908,504.051   577,127.752   MT  0.99967316   +0 40 33.3
 PE1768
 PE1768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1768!SPC ME E     -   1.00000359  x   0.99991708  =   0.99992067
 PE1768!UTM  19      -   1.00000359  x   0.99967316  =   0.99967675
 PE1768
 PE1768:                Primary Azimuth Mark                     Grid Az
 PE1768:SPC ME E     -  COREA CHURCH SPIRE                       027 33 15.1
 PE1768:UTM  19      -  COREA CHURCH SPIRE                       027 12 17.3
 PE1768
 PE1768|---------------------------------------------------------------------|
 PE1768| PID    Reference Object                     Distance      Geod. Az  |
 PE1768|                                                           dddmmss.s |
 PE1768| PD1077 COREA CHURCH SPIRE                  APPROX. 9.6 KM 0275250.6 |
 PE1768| PE1822 BAKER ISLAND LIGHTHOUSE 1861        APPROX.16.3 KM 2344720.2 |
 PE1768|---------------------------------------------------------------------|
 PE1768
 PE1768                          SUPERSEDED SURVEY CONTROL
 PE1768
 PE1768  NAD 83(1992)-  44 19 32.53056(N)    068 01 57.69719(W) AD(       ) 3
 PE1768  NAD 83(1986)-  44 19 32.52751(N)    068 01 57.70415(W) AD(       ) 3
 PE1768  NAD 27      -  44 19 32.22600(N)    068 01 59.69900(W) AD(       ) 3
 PE1768
 PE1768.Superseded values are not recommended for survey control.
 PE1768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1768.See file dsdata.txt to determine how the superseded data were derived.
 PE1768
 PE1768_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK7712808504(NAD 83)
 PE1768_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PE1768_SETTING: 66 = SET IN ROCK OUTCROP
 PE1768_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 PE1768_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE1768_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1768+STABILITY: POSITION/ELEVATION WELL
 PE1768
 PE1768  HISTORY     - Date     Condition        Report By
 PE1768  HISTORY     - 1944     MONUMENTED       CGS
 PE1768  HISTORY     - 1986     GOOD             NOS
 PE1768
 PE1768                          STATION DESCRIPTION
 PE1768
 PE1768'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1768'STATION IS LOCATED ON THE SOUTHERN END OF SCHOODIC ISLAND, WHICH
 PE1768'IS ABOUT 1 MILE EAST OF SCHOODIC POINT, ON THE LARGE LEDGE ROCK
 PE1768'WHICH FORMS THE SOUTHWESTERN TIP OF THE ISLAND, JUST A LITTLE
 PE1768'EAST OF THE CENTER AND HIGHEST PART OF LEDGE, AND ABOUT 4 METERS
 PE1768'EAST OF A LARGE BOULDER SETTING ON THE LEDGE.  MARK IS A STANDARD
 PE1768'DISC STAMPED HOOD 1944.
 PE1768'
 PE1768'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK 6 FEET.
 PE1768
 PE1768                          STATION RECOVERY (1986)
 PE1768
 PE1768'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1986 (JED)
 PE1768'THE STATION WAS RECOVERED AT THIS DATE.
 PE1768'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED BY THE 1944
 PE1768'DESCRIPTION.
 PE1768'
 PE1768'RECOVERED BY AE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0367 ***********************************************************************
 OB0367  DESIGNATION -  HOOPER
 OB0367  PID         -  OB0367
 OB0367  STATE/COUNTY-  ME/KNOX
 OB0367  USGS QUAD   -  FRIENDSHIP (1973)
 OB0367
 OB0367                         *CURRENT SURVEY CONTROL
 OB0367  ___________________________________________________________________
 OB0367* NAD 83(1996)-  43 55 22.17946(N)    069 16 12.65435(W)     ADJUSTED  
 OB0367* NAVD 88     -                                                        
 OB0367  ___________________________________________________________________
 OB0367  LAPLACE CORR-           2.30  (seconds)                    DEFLEC99
 OB0367  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 OB0367
 OB0367  HORZ ORDER  -  THIRD
 OB0367
 OB0367.The horizontal coordinates were established by classical geodetic methods
 OB0367.and adjusted by the National Geodetic Survey in March 1998..
 OB0367
 OB0367
 OB0367.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0367
 OB0367.The geoid height was determined by GEOID03.
 OB0367
 OB0367;                    North         East     Units Scale Factor Converg.
 OB0367;SPC ME E     -    28,747.109   238,152.752   MT  0.99994703   -0 32 03.4
 OB0367;SPC ME W     -   121,429.625   971,994.491   MT  1.00003039   +0 37 18.9
 OB0367;UTM  19      - 4,863,337.008   478,310.357   MT  0.99960579   -0 11 14.7
 OB0367
 OB0367                          SUPERSEDED SURVEY CONTROL
 OB0367
 OB0367  NAD 83(1992)-  43 55 22.18085(N)    069 16 12.63576(W) AD(       ) 4
 OB0367  NAD 83(1986)-  43 55 22.18532(N)    069 16 12.64223(W) AD(       ) 4
 OB0367  NAD 27      -  43 55 21.85000(N)    069 16 14.60000(W) AD(       ) 3
 OB0367
 OB0367.Superseded values are not recommended for survey control.
 OB0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0367.See file dsdata.txt to determine how the superseded data were derived.
 OB0367
 OB0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ7831063337(NAD 83)
 OB0367
 OB0367  HISTORY     - Date     Condition        Report By
 OB0367  HISTORY     - UNK      MONUMENTED
 OB0367  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OB0367
 OB0367                          STATION DESCRIPTION
 OB0367
 OB0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FLP)
 OB0367'STATION WAS SEARCHED FOR BUT NOT FOUND.  PLANE-TABLE AND AIR
 OB0367'COMPILATION METHODS MIGHT LOCATE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2063 ***********************************************************************
 OC2063  DESIGNATION -  HOOPER
 OC2063  PID         -  OC2063
 OC2063  STATE/COUNTY-  ME/YORK
 OC2063  USGS QUAD   -  KENNEBUNK (1983)
 OC2063
 OC2063                         *CURRENT SURVEY CONTROL
 OC2063  ___________________________________________________________________
 OC2063* NAD 83(1996)-  43 28 58.91234(N)    070 31 40.83480(W)     ADJUSTED  
 OC2063* NAVD 88     -        79.     (meters)     259.     (feet)  SCALED    
 OC2063  ___________________________________________________________________
 OC2063  LAPLACE CORR-           4.19  (seconds)                    DEFLEC99
 OC2063  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 OC2063
 OC2063  HORZ ORDER  -  SECOND
 OC2063
 OC2063.The horizontal coordinates were established by classical geodetic methods
 OC2063.and adjusted by the National Geodetic Survey in March 1998..
 OC2063
 OC2063.The orthometric height was scaled from a topographic map.
 OC2063
 OC2063.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2063
 OC2063.The geoid height was determined by GEOID03.
 OC2063
 OC2063;                    North         East     Units Scale Factor Converg.
 OC2063;SPC ME W     -    72,239.742   870,768.559   MT  0.99997717   -0 14 55.2
 OC2063;UTM  19      - 4,815,590.837   376,433.695   MT  0.99978781   -1 03 05.8
 OC2063
 OC2063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2063!SPC ME W     -   0.99999179  x   0.99997717  =   0.99996896
 OC2063!UTM  19      -   0.99999179  x   0.99978781  =   0.99977960
 OC2063
 OC2063:                Primary Azimuth Mark                     Grid Az
 OC2063:SPC ME W     -  OLD ORCHARD STANDPIPE                    073 23 33.4
 OC2063:UTM  19      -  OLD ORCHARD STANDPIPE                    074 11 44.0
 OC2063
 OC2063|---------------------------------------------------------------------|
 OC2063| PID    Reference Object                     Distance      Geod. Az  |
 OC2063|                                                           dddmmss.s |
 OC2063| OC1920 OLD ORCHARD STANDPIPE               APPROX.11.7 KM 0730838.2 |
 OC2063| OC2044 BIDDEFORD ST JOSEPH CATH CH         APPROX. 5.6 KM 0773351.2 |
 OC2063| OC2037 BIDDEFORD PEPPERELL CO STACK        APPROX. 6.4 KM 0793534.4 |
 OC2063| OC2049 FLETCHERS NECK WATER TANK           APPROX.12.9 KM 1121512.4 |
 OC2063| CE8234 HOOPER RM 1                          32.336 METERS 18836     |
 OC2063| CE8233 HOOPER AZ MK                                       2605108.5 |
 OC2063| CE8235 HOOPER RM 2                          31.424 METERS 30640     |
 OC2063|---------------------------------------------------------------------|
 OC2063
 OC2063                          SUPERSEDED SURVEY CONTROL
 OC2063
 OC2063  NAD 83(1992)-  43 28 58.91101(N)    070 31 40.83612(W) AD(       ) 2
 OC2063  NAD 83(1986)-  43 28 58.91693(N)    070 31 40.84225(W) AD(       ) 2
 OC2063  NAD 27      -  43 28 58.61900(N)    070 31 42.65000(W) AD(       ) 2
 OC2063
 OC2063.Superseded values are not recommended for survey control.
 OC2063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2063.See file dsdata.txt to determine how the superseded data were derived.
 OC2063
 OC2063_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ7643415591(NAD 83)
 OC2063_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OC2063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC2063
 OC2063  HISTORY     - Date     Condition        Report By
 OC2063  HISTORY     - 1941     MONUMENTED       CGS
 OC2063  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OC2063  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OC2063  HISTORY     - 1956     SEE DESCRIPTION  USGS
 OC2063  HISTORY     - 1957     SEE DESCRIPTION  CGS
 OC2063
 OC2063                          STATION DESCRIPTION
 OC2063
 OC2063'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC2063'STATION IS LOCATED ABOUT 3-1/2 MILES SW OF BIDDEFORD, ABOUT 0.8
 OC2063'MILE N OF STATE HIGHWAY 111, ON PROPERTY OF FILLMORE HOOPER,
 OC2063'AND ABOUT 0.2 MILE E OF HOOPERS FARM BUILDINGS.
 OC2063'
 OC2063'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 OC2063'BRONZE DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 OC2063'
 OC2063'STATION MARK IS ABOUT 120 FEET N OF CENTER LINE OF ROAD.  STAMPED
 OC2063'HOOPER 1941, AND PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.
 OC2063'
 OC2063'REFERENCE MARK NO. 1 IS 15 FEET N OF CENTER LINE OF ROAD ABOUT
 OC2063'0.2 MILE E OF HOOPERS FARM BUILDINGS.  PROJECTS ABOUT 6 INCHES
 OC2063'ABOVE THE GROUND.  AND IS STAMPED HOOPER NO. 1 1941.
 OC2063'
 OC2063'REFERENCE MARK NO. 2 IS ABOUT 6 FEET S OF STONE WALL ON N EDGE
 OC2063'OF FIELD.  AND IS STAMPED HOOPER NO. 2 1941.
 OC2063'
 OC2063'AZIMUTH MARK IS ABOUT 200 FEET W OF HOOPERS FARM BUILDINGS, 18
 OC2063'FEET S OF THE CENTER LINE OF ROAD.  PROJECTS ABOUT 3 INCHES
 OC2063'ABOVE THE GROUND.  AND IS STAMPED HOOPER NO. 2 1941.
 OC2063'
 OC2063'REACHED FROM THE JUNCTION OF MAIN STREET AND ELM STREET AT THE
 OC2063'STOP LIGHT ON U.S. HIGHWAY 1 IN BIDDEFORD BY GOING S ON U.S.
 OC2063'HIGHWAY 1 FOR 1.0 MILE TO JUNCTION WITH STATE HIGHWAY 111.  TURN
 OC2063'RIGHT, W, AND FOLLOW HIGHWAY 111 FOR 2.4 MILES TO A T-ROAD RIGHT,
 OC2063'N, AT THE TOP OF A SMALL HILL.  TURN RIGHT, N, AND GO 0.8 MILE
 OC2063'TO HIGH PART OF THE HILL ON THE N SIDE OF THE ROAD AND STATION.
 OC2063
 OC2063                          STATION RECOVERY (1943)
 OC2063
 OC2063'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 OC2063'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT FOR THE
 OC2063'FOLLOWING DISCREPANCIES--
 OC2063'
 OC2063'REFERENCE MARK 1 IS 19 FEET N OF THE CENTER LINE OF THE ROAD,
 OC2063'NOT 15 FEET NORTH.
 OC2063'
 OC2063'REFERENCE MARK 2 IS 9 FEET S OF STONE WALL, NOT ABOUT 6 FEET SOUTH.
 OC2063'
 OC2063'REFERENCE MARK 2 IS 275 FEET E OF W EDGE OF FIELD, NOT ABOUT 150
 OC2063'YARDS.
 OC2063'
 OC2063'AZIMUTH MARK IS 16 FEET S OF THE CENTER LINE OF ROAD, NOT 18 FEET
 OC2063'SOUTH.
 OC2063'
 OC2063'THE FOLLOWING SHOULD BE ADDED TO THE DESCRIPTION--FOLLOWING AT
 OC2063'THE TOP OF A SMALL HILL, ADD--AT A BROWN-SHINGLED HOUSE WITH YELLOW
 OC2063'TRIMMINGS.
 OC2063
 OC2063                          STATION RECOVERY (1943)
 OC2063
 OC2063'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 OC2063'STATION RECOVERED AND FOUND AS DESCRIBED.  ALL MARKS ARE IN GOOD
 OC2063'CONDITION.  ORIGINAL DESCRIPTION IS ACCURATE AND ADEQUATE.
 OC2063'
 OC2063'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 OC2063
 OC2063                          STATION RECOVERY (1956)
 OC2063
 OC2063'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 OC2063'STATION AND REFERENCE MARKS 1 AND 2 ARE NOW IN A GRAVEL PIT. AZIMUTH
 OC2063'MARK WAS FOUND IN GOOD CONDITION.
 OC2063
 OC2063                          STATION RECOVERY (1957)
 OC2063
 OC2063'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (FBM)
 OC2063'THE STATION MARK WAS FOUND TO BE DESTROYED BY EXCAVATING FOR
 OC2063'GRAVEL IN THE AREA.  A THOROUGH SEARCH WAS MADE TO RECOVER THE
 OC2063'UNDERGROUND MARK BUT IT IS PRESUMED TO HAVE BEEN DESTROYED.
 OC2063'
 OC2063'REFERENCE MARKS 1 AND 2 WERE FOUND.
 OC2063'
 OC2063'REFERENCE MARK 1 WAS FOUND TO BE TILTED.
 OC2063'
 OC2063'REFERENCE MARK 2 WAS FOUND IN GOOD CONDITION AND IS ABOUT 6 FT. S
 OC2063'OF A LOW STONE WALL, AND ABOUT 1 FT. N OF THE EDGE OF A 10-FT.
 OC2063'EMBANKMENT.  THE FIELD DESCRIBED IN THE PREVIOUS DESCRIPTION
 OC2063'HAS BEEN EXCAVAGTED FOR GRAVEL.  DUE TO EXCAVATION AND EROSION
 OC2063'IT IS DOUBTFUL IF THIS MARK SHALL BE RECOVERABLE IN ANOTHER YEAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2067 ***********************************************************************
 OC2067  DESIGNATION -  HOOPER RESET
 OC2067  PID         -  OC2067
 OC2067  STATE/COUNTY-  ME/YORK
 OC2067  USGS QUAD   -  KENNEBUNK (1983)
 OC2067
 OC2067                         *CURRENT SURVEY CONTROL
 OC2067  ___________________________________________________________________
 OC2067* NAD 83(1996)-  43 28 57.50456(N)    070 31 40.91081(W)     ADJUSTED  
 OC2067* NAVD 88     -        78.5    (meters)     258.     (feet)  VERTCON   
 OC2067  ___________________________________________________________________
 OC2067  LAPLACE CORR-           4.19  (seconds)                    DEFLEC99
 OC2067  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 OC2067
 OC2067  HORZ ORDER  -  FIRST
 OC2067
 OC2067.The horizontal coordinates were established by classical geodetic methods
 OC2067.and adjusted by the National Geodetic Survey in March 1998..
 OC2067
 OC2067.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2067
 OC2067.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2067
 OC2067.The geoid height was determined by GEOID03.
 OC2067
 OC2067;                    North         East     Units Scale Factor Converg.
 OC2067;SPC ME W     -    72,196.304   870,766.663   MT  0.99997717   -0 14 55.2
 OC2067;UTM  19      - 4,815,547.439   376,431.190   MT  0.99978782   -1 03 05.8
 OC2067
 OC2067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2067!SPC ME W     -   0.99999184  x   0.99997717  =   0.99996901
 OC2067!UTM  19      -   0.99999184  x   0.99978782  =   0.99977966
 OC2067
 OC2067|---------------------------------------------------------------------|
 OC2067| PID    Reference Object                     Distance      Geod. Az  |
 OC2067|                                                           dddmmss.s |
 OC2067| CE8237 HOOPER RM 4                          12.156 METERS 01404     |
 OC2067| CE8238 HOOPER RM 5                          21.779 METERS 08019     |
 OC2067| CE8236 HOOPER RM 3                          34.119 METERS 17901     |
 OC2067| CE8239 HOOPER RM 6                          25.059 METERS 26502     |
 OC2067| OC2068 HOOPER AZ MK A PT                   319.992 METERS 26553     |
 OC2067| OC2069 HOOPER AZ MK                        327.387 METERS 26733     |
 OC2067| CE8235 HOOPER RM 2                          66.626 METERS 33913     |
 OC2067|---------------------------------------------------------------------|
 OC2067
 OC2067                          SUPERSEDED SURVEY CONTROL
 OC2067
 OC2067  NAD 83(1992)-  43 28 57.50327(N)    070 31 40.91202(W) AD(       ) 1
 OC2067  NAD 83(1986)-  43 28 57.50911(N)    070 31 40.91810(W) AD(       ) 1
 OC2067  NAD 27      -  43 28 57.20655(N)    070 31 42.72681(W) AD(       ) 1
 OC2067  NGVD 29 (07/19/86)   78.7    (m)          258.     (f) VERT ANG       
 OC2067
 OC2067.Superseded values are not recommended for survey control.
 OC2067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2067.See file dsdata.txt to determine how the superseded data were derived.
 OC2067
 OC2067_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ7643115547(NAD 83)
 OC2067
 OC2067  HISTORY     - Date     Condition        Report By
 OC2067  HISTORY     - 1978     MONUMENTED       NGS
 OC2067
 OC2067                          STATION DESCRIPTION
 OC2067
 OC2067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 OC2067'THE UNDERGROUND STATION MARK, REFERENCE MARK 4 AND THE AZIMUTH
 OC2067'MARK WERE RECOVERED.  THE SURFACE STATION MARK WAS RECOVERED
 OC2067'WITH ABOUT 1-FOOT OF THE TOP BROKEN OFF.  REFERENCE MARK 5 WAS
 OC2067'DESTROYED BY BULL-DOZING IN THE AREA.  A NEW SURFACE STATION MARK
 OC2067'WAS SET OVER THE UNDERGROUND MARK AND REFERENCE MARK 6 WAS
 OC2067'ESTABLISHED.  THE DIRECTION TO REFERENCE MARK 4 CHECKED BUT A
 OC2067'LOWER VALUE OF .102 METERS WAS NOTED IN THE DISTANCE.  A NEW
 OC2067'DESCRIPTION FOLLOWS.
 OC2067'
 OC2067'THE STATION IS LOCATED ABOUT 3.5 MILES WEST OF BIDDEFORD, 1.5
 OC2067'MILES NORTHWEST OF INTERSTATE HIGHWAY 95, 0.75 MILE NORTH OF
 OC2067'STATE ROUTE 111 AND AT THE MUNICIPAL DUMP.
 OC2067'
 OC2067'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 AND
 OC2067'STATE ROUTE 111 IN THE SOUTHWEST SECTION OF BIDDEFORD, GO
 OC2067'WESTERLY ON ROUTE 111 FOR 1.25 MILES TO THE ENTRANCE TO INTERSTATE
 OC2067'95.  CONTINUE WESTERLY ON ROUTE 111 FOR 1.0 MILE TO A SIDE ROAD
 OC2067'RIGHT.  TURN RIGHT AND GO NORTHWEST ON A PAVED ROAD FOR 0.75 MILE
 OC2067'TO A METAL GATE AT THE ENTRANCE TO THE DUMP AND THE STATION ON
 OC2067'THE LEFT.
 OC2067'
 OC2067'THE STATION MARK IS A STANDARD DISK STAMPED HOOPER MEDOT 1974
 OC2067'1978, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 OC2067'IS 8 INCHES UNDERGROUND.  IT IS 38.5 FEET SOUTH-SOUTHWEST OF THE
 OC2067'NORTH GATE POST, 22.5 FEET SOUTH-SOUTHEAST OF THE CENTER OF THE
 OC2067'ROAD, 17.3 FEET SOUTH OF THE SOUTH GATE POST AND 3.2 FEET
 OC2067'EAST-SOUTHEAST OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS
 OC2067'A MAINE DEPARTMENT OF TRANSPORTATION DISK STAMPED HOOPER 2
 OC2067'1974.
 OC2067'
 OC2067'REFERENCE MARK 4 IS A STANDARD DISK STAMPED HOOPER MEDOT 1974
 OC2067'NO 4 1975, CEMENTED IN A DRILL HOLE IN THE NORTHEAST CORNER OF
 OC2067'A CONCRETE SLAB FOR THE NORTH GATE FOUNDATION.  IT IS 16 FEET
 OC2067'NORTH-NORTHEAST OF THE CENTER OF THE ROAD AND 1.9 FEET NORTHEAST
 OC2067'OF THE NORTH GATE POST.
 OC2067'
 OC2067'REFERENCE MARK 6 IS A STANDARD DISK STAMPED HOOPER MEDOT 1974
 OC2067'NO 6 1978, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 OC2067'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 96.5 FEET
 OC2067'WEST-SOUTHWEST OF THE SOUTH GATE POST, 21 FEET SOUTH-SOUTHEAST OF
 OC2067'THE CENTER OF THE ROAD AND 1.5 FEET NORTHWEST OF THE NORTHEAST
 OC2067'CORNER OF THE DUMP SHACK.
 OC2067'
 OC2067'THE AZIMUTH MARK IS A MAINE DEPARTMENT OF TRANSPORTATION DISK
 OC2067'STAMPED AZI 1974 HOOPER, CEMENTED IN A DRILL HOLE IN A BOULDER
 OC2067'THAT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS IN THE Y
 OC2067'OF 2 DIRT ROADS, 70.6 FEET SOUTHWEST OF A ROAD CLOSED SIGN, 40.5
 OC2067'FEET SOUTH-SOUTHEAST OF THE CENTER OF THE NORTH DIRT ROAD, 24
 OC2067'FEET WEST OF THE CENTER OF THE EAST DIRT ROAD AND 6.2 FEET EAST
 OC2067'OF A METAL WITNESS POST.
 OC2067'
 OC2067'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE DUMP
 OC2067'ROAD FOR 0.15 MILE TO THE MARK, IN THE Y OF 2 DIRT ROADS.
 OC2067'
 OC2067'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OC2067'3.5 MILES WEST OF BIDDEFORD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1798 ***********************************************************************
 PE1798  DESIGNATION -  HOP
 PE1798  PID         -  PE1798
 PE1798  STATE/COUNTY-  ME/HANCOCK
 PE1798  USGS QUAD   -  BAR HARBOR (1982)
 PE1798
 PE1798                         *CURRENT SURVEY CONTROL
 PE1798  ___________________________________________________________________
 PE1798* NAD 83(1996)-  44 24 42.26801(N)    068 09 20.19481(W)     ADJUSTED  
 PE1798* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 PE1798  ___________________________________________________________________
 PE1798  LAPLACE CORR-           3.78  (seconds)                    DEFLEC99
 PE1798  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 PE1798
 PE1798  HORZ ORDER  -  THIRD
 PE1798
 PE1798.The horizontal coordinates were established by classical geodetic methods
 PE1798.and adjusted by the National Geodetic Survey in March 1998..
 PE1798
 PE1798.The orthometric height was scaled from a topographic map.
 PE1798
 PE1798.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1798
 PE1798.The geoid height was determined by GEOID03.
 PE1798
 PE1798;                    North         East     Units Scale Factor Converg.
 PE1798;SPC ME E     -    82,836.871   327,427.759   MT  0.99990925   +0 14 27.6
 PE1798;UTM  19      - 4,917,952.362   567,228.372   MT  0.99965558   +0 35 27.4
 PE1798
 PE1798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1798!SPC ME E     -   1.00000190  x   0.99990925  =   0.99991115
 PE1798!UTM  19      -   1.00000190  x   0.99965558  =   0.99965748
 PE1798
 PE1798:                Primary Azimuth Mark                     Grid Az
 PE1798:SPC ME E     -  SOUTH GOULDSBORO CHURCH SPIRE            060 15 34.3
 PE1798:UTM  19      -  SOUTH GOULDSBORO CHURCH SPIRE            059 54 34.5
 PE1798
 PE1798|---------------------------------------------------------------------|
 PE1798| PID    Reference Object                     Distance      Geod. Az  |
 PE1798|                                                           dddmmss.s |
 PE1798| PE1757 SOUTH GOULDSBORO CHURCH SPIRE       APPROX. 4.2 KM 0603001.9 |
 PE1798| PE1782 GREAT HEAD OBSERVATORY 1934         APPROX. 9.4 KM 1891711.7 |
 PE1798|---------------------------------------------------------------------|
 PE1798
 PE1798                          SUPERSEDED SURVEY CONTROL
 PE1798
 PE1798  NAD 83(1992)-  44 24 42.26468(N)    068 09 20.20076(W) AD(       ) 3
 PE1798  NAD 83(1986)-  44 24 42.26321(N)    068 09 20.20609(W) AD(       ) 3
 PE1798  NAD 27      -  44 24 41.98600(N)    068 09 22.19500(W) AD(       ) 3
 PE1798
 PE1798.Superseded values are not recommended for survey control.
 PE1798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1798.See file dsdata.txt to determine how the superseded data were derived.
 PE1798
 PE1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK6722817952(NAD 83)
 PE1798_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PE1798_SETTING: 66 = SET IN ROCK OUTCROP
 PE1798_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 PE1798_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE1798_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1798+STABILITY: POSITION/ELEVATION WELL
 PE1798
 PE1798  HISTORY     - Date     Condition        Report By
 PE1798  HISTORY     - 1944     MONUMENTED       CGS
 PE1798  HISTORY     - 1986     GOOD             NOS
 PE1798
 PE1798                          STATION DESCRIPTION
 PE1798
 PE1798'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1798'STATION IS LOCATED ON THE HOP, WHICH IS JUST NORTHEAST OF LONG
 PE1798'PORCUPINE ISLAND AND ABOUT 2 MILES E.N.E. OF BAR HARBOR.  STATION
 PE1798'IS ON THE LOWER AND MOST SOUTHERLY OF THE TWO HUMPS ON THE ISLAND,
 PE1798'ABOUT 10 METERS SOUTH OF THE HIGHEST PART ON PROMINENT LEDGE
 PE1798'OUTCROP.  MARK IS A STANDARD TOPOGRAPHIC DISC STAMPED HOP, 1944.
 PE1798
 PE1798                          STATION RECOVERY (1986)
 PE1798
 PE1798'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1986 (JED)
 PE1798'THE STATION WAS RECOVERED AT THIS DATE.
 PE1798'STATION RECOVERED IN GOOD CONDITION BY THE 1944 DESCRIPTION.
 PE1798'
 PE1798'RECOVERED BY AE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1522 ***********************************************************************
 OC1522  DESIGNATION -  HOPE IS S CHIM W WING LGE HSE
 OC1522  PID         -  OC1522
 OC1522  STATE/COUNTY-  ME/CUMBERLAND
 OC1522  USGS QUAD   -  SOUTH HARPSWELL (1975)
 OC1522
 OC1522                         *CURRENT SURVEY CONTROL
 OC1522  ___________________________________________________________________
 OC1522* NAD 83(1996)-  43 42 07.90898(N)    070 07 16.02827(W)     ADJUSTED  
 OC1522* NAVD 88     -                                                        
 OC1522  ___________________________________________________________________
 OC1522  LAPLACE CORR-           3.52  (seconds)                    DEFLEC99
 OC1522  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 OC1522
 OC1522  HORZ ORDER  -  THIRD
 OC1522
 OC1522.The horizontal coordinates were established by classical geodetic methods
 OC1522.and adjusted by the National Geodetic Survey in March 1998..
 OC1522
 OC1522
 OC1522.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1522
 OC1522.The geoid height was determined by GEOID03.
 OC1522
 OC1522;                    North         East     Units Scale Factor Converg.
 OC1522;SPC ME W     -    96,526.762   903,671.309   MT  0.99996683   +0 01 53.3
 OC1522;UTM  19      - 4,839,408.033   409,666.645   MT  0.99970037   -0 46 28.7
 OC1522
 OC1522                          SUPERSEDED SURVEY CONTROL
 OC1522
 OC1522  NAD 83(1992)-  43 42 07.90707(N)    070 07 16.02869(W) AD(       ) 4
 OC1522  NAD 83(1986)-  43 42 07.91312(N)    070 07 16.03418(W) AD(       ) 4
 OC1522  NAD 27      -  43 42 07.62300(N)    070 07 17.85500(W) AD(       ) 3
 OC1522
 OC1522.Superseded values are not recommended for survey control.
 OC1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1522.See file dsdata.txt to determine how the superseded data were derived.
 OC1522
 OC1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0966739408(NAD 83)
 OC1522
 OC1522  HISTORY     - Date     Condition        Report By
 OC1522  HISTORY     - 1933     MONUMENTED       CGS
 OC1522  HISTORY     - 1941     SEE DESCRIPTION  CGS
 OC1522
 OC1522                          STATION DESCRIPTION
 OC1522
 OC1522'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1522'HOUSE IS ON THE EXTREME SOUTHERN HIGH POINT OF HOPE ISLAND,
 OC1522'WHICH IS SE OF GREAT CHEBEAG ISLAND, NE OF LONG ISLAND, AND W
 OC1522'OF LUCKSE SOUND.  THE HOUSE IS A LARGE TWO-STORY FRAME DWELLING
 OC1522'PAINTED WHITE.  IT FACES S AND HAS A LONG WESTERN ELL AND A LONG
 OC1522'EASTERN ELL, BOTH OF WHICH HAVE CHIMNEYS.  THE STATION IS THE
 OC1522'MOST SOUTHERN CHIMNEY ON THE WESTERN ELL.  THE HOUSE BELONGS TO A
 OC1522'WEALTHY BREWER FROM MILWAUKEE.
 OC1522
 OC1522                          STATION RECOVERY (1941)
 OC1522
 OC1522'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FLP)
 OC1522'THIS STATION SHOULD BE CONSIDERED LOST.  ON THE SITE OF THE HOUSE
 OC1522'MENTIONED IN THE 1933 DESCRIPTION THERE IS NOW A LARGE HOTEL.  THE
 OC1522'PRESENT BUILDING HAS ABOUT SIX CHIMNEYS ON IT.  THE SW CHIMNEY ON
 OC1522'THIS HOTEL IS ABOUT 25 METERS SW OF POSITION GIVEN FOR THE CHIMNEY
 OC1522'LOCATED IN 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1916 ***********************************************************************
 PE1916  DESIGNATION -  HOPKINS RESET
 PE1916  PID         -  PE1916
 PE1916  STATE/COUNTY-  ME/HANCOCK
 PE1916  USGS QUAD   -  BARTLETT ISLAND (1981)
 PE1916
 PE1916                         *CURRENT SURVEY CONTROL
 PE1916  ___________________________________________________________________
 PE1916* NAD 83(1996)-  44 19 21.51697(N)    068 29 14.56544(W)     ADJUSTED  
 PE1916* NAVD 88     -        73.     (meters)     240.     (feet)  SCALED    
 PE1916  ___________________________________________________________________
 PE1916  LAPLACE CORR-           6.09  (seconds)                    DEFLEC99
 PE1916  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 PE1916
 PE1916  HORZ ORDER  -  SECOND
 PE1916
 PE1916.The horizontal coordinates were established by classical geodetic methods
 PE1916.and adjusted by the National Geodetic Survey in March 1998..
 PE1916
 PE1916.The orthometric height was scaled from a topographic map.
 PE1916
 PE1916.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1916
 PE1916.The geoid height was determined by GEOID03.
 PE1916
 PE1916;                    North         East     Units Scale Factor Converg.
 PE1916;SPC ME E     -    72,879.789   301,006.657   MT  0.99990001   +0 00 31.7
 PE1916;UTM  19      - 4,907,836.933   540,875.551   MT  0.99962055   +0 21 29.4
 PE1916
 PE1916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1916!SPC ME E     -   0.99999243  x   0.99990001  =   0.99989244
 PE1916!UTM  19      -   0.99999243  x   0.99962055  =   0.99961298
 PE1916
 PE1916:                Primary Azimuth Mark                     Grid Az
 PE1916:SPC ME E     -  NEWBURY NECK HOUSE EAST CHIM             013 54 54.0
 PE1916:UTM  19      -  NEWBURY NECK HOUSE EAST CHIM             013 33 56.3
 PE1916
 PE1916|---------------------------------------------------------------------|
 PE1916| PID    Reference Object                     Distance      Geod. Az  |
 PE1916|                                                           dddmmss.s |
 PE1916| PE1934 NEWBURY NECK HOUSE EAST CHIM        APPROX. 6.8 KM 0135525.7 |
 PE1916| PE1927 OAK POINT RED HOUSE WEST CHIM       APPROX. 9.9 KM 0294505.3 |
 PE1916| PE1911 MOUNT DESERT OLD CONG CHURCH        APPROX. 7.1 KM 0783536.5 |
 PE1916| PE1912 TINKERS ISLAND S HOUSE E CHIM       APPROX. 6.3 KM 1694651.6 |
 PE1916| PE1913 TINKERS ISLAND N HOUSE N CHIM       APPROX. 5.3 KM 1773653.5 |
 PE1916| PE1861 BLUE HILL BAY FLYE IS LH            APPROX. 8.3 KM 1855009.0 |
 PE1916| PE1994 NASKEAG CHURCH CUPOLA               APPROX.10.4 KM 2001035.2 |
 PE1916| PE1972 FLYE POINT FLAGSTAFF                APPROX. 7.0 KM 2105539.1 |
 PE1916| CE8014 HOPKINS RM 2                          9.860 METERS 23428     |
 PE1916| CE8013 HOPKINS RM 1                          7.400 METERS 33607     |
 PE1916|---------------------------------------------------------------------|
 PE1916
 PE1916                          SUPERSEDED SURVEY CONTROL
 PE1916
 PE1916  NAD 83(1992)-  44 19 21.51991(N)    068 29 14.55008(W) AD(       ) 2
 PE1916  NAD 83(1986)-  44 19 21.52019(N)    068 29 14.55386(W) AD(       ) 2
 PE1916  NAD 27      -  44 19 21.23800(N)    068 29 16.47600(W) AD(       ) 2
 PE1916
 PE1916.Superseded values are not recommended for survey control.
 PE1916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1916.See file dsdata.txt to determine how the superseded data were derived.
 PE1916
 PE1916_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK4087607837(NAD 83)
 PE1916
 PE1916  HISTORY     - Date     Condition        Report By
 PE1916  HISTORY     - 1863     MONUMENTED       CGS
 PE1916  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE1916  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE1916  HISTORY     - 1956     SEE DESCRIPTION  CGS
 PE1916
 PE1916                          STATION DESCRIPTION
 PE1916
 PE1916'DESCRIBED BY COAST AND GEODETIC SURVEY 1863 (GAF)
 PE1916'ON A BARE ROCKY HILL NEAR THE CENTER OF THE SOUTHEASTERN PART OF
 PE1916'LONG ISLAND, BLUE HILL BAY.
 PE1916'
 PE1916'THE STATION IS NEAR THE EASTERN EDGE OF THE SUMMIT AND IS ABOUT
 PE1916'3/8 MILE FROM THE EASTERN SHORE OF THE ISLAND, ABOUT 3/4 MILE FROM
 PE1916'ITS SOUTHERNMOST POINT, AND ABOUT 1/2 MILE FROM ITS SE CORNER.
 PE1916'
 PE1916'THE STATION IS MARKED BY A COPPER BOLT SET IN A HOLE IN A ROCK.
 PE1916
 PE1916                          STATION RECOVERY (1934)
 PE1916
 PE1916'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1916'STATION RECOVERED AS DESCRIBED.  IT IS ON A ROCKY HILL NEAR THE
 PE1916'CENTER OF THE SOUTHEASTERN PART OF LONG ISLAND IN BLUE HILL
 PE1916'BAY.  THE STATION IS ON THE SOUTHEASTERN PART OF THE RIDGE FORMING
 PE1916'THE HIGH PART, AND IS ABOUT 3/8 MILE FROM THE EASTERN SHORE OF
 PE1916'THE ISLAND, 1/2 MILE FROM ITS SE CORNER.
 PE1916'
 PE1916'A STANDARD BRONZE DISK WAS PLACED IN THE ORIGINAL DRILL HOLE.  AND
 PE1916'TWO REFERENCE MARKS, STANDARD BRONZE DISKS WEDGED IN DRILL HOLES
 PE1916'IN OUTCROPPING BEDROCK, WERE PLACED AS FOLLOWS--NO. 1 IS NW OF THE
 PE1916'STATION, AND NO. 2 IS W, BOTH ON OUTCROPPING LEDGE.
 PE1916'
 PE1916'THE BEST WAY TO REACH THE STATION FROM THE BEACH ON THE SE SIDE OF
 PE1916'THE POINT IS TO GO W TO AN OPEN FIELD, AND THEN GO N TO CLEARING ON
 PE1916'TOP OF RIDGE.
 PE1916'
 PE1916'A 30-FOOT SIGNAL ANCHORED WITH ROCKS, WAS BUILT IN 1934.
 PE1916
 PE1916                          STATION RECOVERY (1944)
 PE1916
 PE1916'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1916'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 PE1916'CONDITION.  DISTANCES TO REFERENCE MARKS WERE MEASURED AND
 PE1916'CHECKED.  THE DESCRIPTION OF K.G.C. IN 1934 IS ADEQUATE.
 PE1916
 PE1916                          STATION RECOVERY (1956)
 PE1916
 PE1916'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 PE1916'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 PE1916'CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE VERIFIED.  THE
 PE1916'1934 DESCRIPTION BY K.G.C. IS ADEQUATE WITH THE FOLLOWING
 PE1916'ADDITIONS--
 PE1916'
 PE1916'THE STATION MARK IS STAMPED HOPKINS 1863 1934.
 PE1916'
 PE1916'REFERENCE MARK 1 IS STAMPED HOPKINS 1863 1934 NO 1.
 PE1916'
 PE1916'REFERENCE MARK 2 IS STAMPED HOPKINS 1863 1934 NO 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0357 ***********************************************************************
 OB0357  DESIGNATION -  HORN
 OB0357  PID         -  OB0357
 OB0357  STATE/COUNTY-  ME/KNOX
 OB0357  USGS QUAD   -  FRIENDSHIP (1973)
 OB0357
 OB0357                         *CURRENT SURVEY CONTROL
 OB0357  ___________________________________________________________________
 OB0357* NAD 83(1996)-  43 58 39.62122(N)    069 17 59.79266(W)     ADJUSTED  
 OB0357* NAVD 88     -        49.     (meters)     161.     (feet)  SCALED    
 OB0357  ___________________________________________________________________
 OB0357  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 OB0357  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 OB0357
 OB0357  HORZ ORDER  -  SECOND
 OB0357
 OB0357.The horizontal coordinates were established by classical geodetic methods
 OB0357.and adjusted by the National Geodetic Survey in March 1998..
 OB0357
 OB0357.The orthometric height was scaled from a topographic map.
 OB0357
 OB0357.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0357
 OB0357.The geoid height was determined by GEOID03.
 OB0357
 OB0357;                    North         East     Units Scale Factor Converg.
 OB0357;SPC ME E     -    34,863.129   235,821.949   MT  0.99995064   -0 33 19.7
 OB0357;SPC ME W     -   127,497.827   969,540.499   MT  1.00002612   +0 36 06.7
 OB0357;UTM  19      - 4,869,436.710   475,943.364   MT  0.99960712   -0 12 29.8
 OB0357
 OB0357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0357!SPC ME E     -   0.99999632  x   0.99995064  =   0.99994696
 OB0357!SPC ME W     -   0.99999632  x   1.00002612  =   1.00002244
 OB0357!UTM  19      -   0.99999632  x   0.99960712  =   0.99960344
 OB0357
 OB0357:                Primary Azimuth Mark                     Grid Az
 OB0357:SPC ME E     -  THOMASTON CEMENT MILL N STACK            044 44 57.1
 OB0357:SPC ME W     -  THOMASTON CEMENT MILL N STACK            043 35 30.7
 OB0357:UTM  19      -  THOMASTON CEMENT MILL N STACK            044 24 07.2
 OB0357
 OB0357|---------------------------------------------------------------------|
 OB0357| PID    Reference Object                     Distance      Geod. Az  |
 OB0357|                                                           dddmmss.s |
 OB0357| PE2350 THOMASTON CEMENT MILL N STACK       APPROX.16.5 KM 0441137.4 |
 OB0357| PE2354 THOMASTON CEMENT MILL S STACK       APPROX.16.5 KM 0441400.6 |
 OB0357| PE2345 ST GEORGE RIVER N RADIO MAST        APPROX. 8.6 KM 0512908.8 |
 OB0357| PE2348 ST GEORGE RIVER S RADIO MAST        APPROX. 8.3 KM 0523728.0 |
 OB0357| OB0327 TENANTS HARBOR CHURCH 2             APPROX. 6.7 KM 1002957.1 |
 OB0357| CE8240 HORN RM 1                             8.663 METERS 10930     |
 OB0357| CE8241 HORN RM 2                             7.505 METERS 21802     |
 OB0357| OB0347 FRIENDSHIP WHITE CHURCH SPIRE       APPROX. 2.6 KM 2901110.2 |
 OB0357| PE2372 DELANO                              APPROX. 5.1 KM 3050343.8 |
 OB0357|---------------------------------------------------------------------|
 OB0357
 OB0357                          SUPERSEDED SURVEY CONTROL
 OB0357
 OB0357  NAD 83(1992)-  43 58 39.62495(N)    069 17 59.77597(W) AD(       ) 2
 OB0357  NAD 83(1986)-  43 58 39.62941(N)    069 17 59.78250(W) AD(       ) 2
 OB0357  NAD 27      -  43 58 39.33200(N)    069 18 01.61000(W) AD(       ) 2
 OB0357
 OB0357.Superseded values are not recommended for survey control.
 OB0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0357.See file dsdata.txt to determine how the superseded data were derived.
 OB0357
 OB0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ7594369437(NAD 83)
 OB0357
 OB0357  HISTORY     - Date     Condition        Report By
 OB0357  HISTORY     - 1934     MONUMENTED       CGS
 OB0357  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OB0357
 OB0357                          STATION DESCRIPTION
 OB0357
 OB0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0357'ON PLEASANT POINT, BETWEEN THE ST. GEORGE AND MEDUNCOOK RIVERS,
 OB0357'ON A HIGH GRASSY KNOLL ABOUT 1/8 MILE E OF HORNBOURNE COVE IN
 OB0357'THE MEDUNCOOK AND 1-1/2 MILE N OF PLEASANT POINT GUT.  THE
 OB0357'STATION IS IN THE CENTER OF A BARE, FLAT LEDGE, 100 FEET S OF
 OB0357'THE HIGHEST POINT OF THE HILL AND 60 FEET W OF THE W FACE OF A
 OB0357'LARGE PROMINENT BOULDER.
 OB0357'
 OB0357'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 OB0357'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 OB0357'
 OB0357'REFERENCE MARK NO. 1 IS ON THE E END OF THE LEDGE AND ABOUT
 OB0357'3 FEET LOWER THAN THE STATION.
 OB0357'
 OB0357'REFERENCE MARK NO. 2 IS ON THE S SLOPE OF THE LEDGE AND ABOUT
 OB0357'4 FEET LOWER THAN THE STATION.
 OB0357'
 OB0357'TO REACH FROM THOMASTON, TURN S OFF OF HIGHWAY 1 AT THE
 OB0357'J.B. PEARSON CO. AND THE W.O. MASTERS ENGINE HOUSE.  ZERO
 OB0357'SPEEDOMETER HERE AND CONTINUE AS FOLLOWS--6.1 TURN LEFT AT
 OB0357'SAWMILL.  8.7 STRAIGHT AHEAD AT SIDE ROAD RIGHT.  9.95 TURN RIGHT
 OB0357'INTO WOODS AT SIGN PREVENT FOREST FIRES AND FOLLOW THIS ROAD THRU
 OB0357'THE WOODS, ACROSS A MEADOW TO THE FOOT OF THE GRASSY HILL WHICH
 OB0357'CAN BE SEEN IMMEDIATELY UPON EMERGING FROM THE WOODS.  FROM
 OB0357'HERE WALK SW TO TOP OF HILL AND THE STATION.
 OB0357'
 OB0357'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 OB0357
 OB0357                          STATION RECOVERY (1953)
 OB0357
 OB0357'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (PT)
 OB0357'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 OB0357'PUBLISHED DESCRIPTION IS ADEQUATE AND CORRECT.  THE STATION IS
 OB0357'STAMPED HORN 1934 AND THE REFERENCE MARKS ARE STAMPED HORN NO 1
 OB0357'1934 AND HORN NO 2 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1828 ***********************************************************************
 QF1828  DESIGNATION -  HORNET 2 TABLET IBC
 QF1828  PID         -  QF1828
 QF1828  STATE/COUNTY-  ME/AROOSTOOK
 QF1828  USGS QUAD   -  NORTH AMITY (1989)
 QF1828
 QF1828                         *CURRENT SURVEY CONTROL
 QF1828  ___________________________________________________________________
 QF1828* NAD 83(1996)-  45 53 05.77034(N)    067 47 54.68445(W)     ADJUSTED  
 QF1828* NAVD 88     -       134.     (meters)     440.     (feet)  SCALED    
 QF1828  ___________________________________________________________________
 QF1828  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 QF1828  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 QF1828
 QF1828  HORZ ORDER  -  THIRD
 QF1828
 QF1828.The horizontal coordinates were established by classical geodetic methods
 QF1828.and adjusted by the National Geodetic Survey in March 1998..
 QF1828
 QF1828.The orthometric height was scaled from a topographic map.
 QF1828
 QF1828.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1828
 QF1828.The geoid height was determined by GEOID03.
 QF1828
 QF1828;                    North         East     Units Scale Factor Converg.
 QF1828;SPC ME E     -   246,725.162   354,445.728   MT  0.99993643   +0 30 13.1
 QF1828;UTM  19      - 5,081,965.054   593,225.563   MT  0.99970684   +0 51 45.6
 QF1828
 QF1828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1828!SPC ME E     -   0.99998272  x   0.99993643  =   0.99991915
 QF1828!UTM  19      -   0.99998272  x   0.99970684  =   0.99968957
 QF1828
 QF1828                          SUPERSEDED SURVEY CONTROL
 QF1828
 QF1828  NAD 83(1992)-  45 53 05.76740(N)    067 47 54.68203(W) AD(       ) 4
 QF1828  NAD 83(1986)-  45 53 05.47497(N)    067 47 53.68395(W) AD(       ) 4
 QF1828  NAD 27      -  45 53 05.67356(N)    067 47 56.81846(W) AD(       ) 3
 QF1828
 QF1828.Superseded values are not recommended for survey control.
 QF1828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1828.See file dsdata.txt to determine how the superseded data were derived.
 QF1828
 QF1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9322681965(NAD 83)
 QF1828_MARKER: DD = SURVEY DISK
 QF1828_SETTING: 80 = SET IN A BOULDER
 QF1828_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF1828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1828+STABILITY: SURFACE MOTION
 QF1828
 QF1828  HISTORY     - Date     Condition        Report By
 QF1828  HISTORY     - 1912     MONUMENTED       IBC
 QF1828  HISTORY     - 1955     SEE DESCRIPTION  IBC
 QF1828  HISTORY     - 1972     GOOD             IBC
 QF1828
 QF1828                          STATION DESCRIPTION
 QF1828
 QF1828'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (JEM)
 QF1828'ABOUT 1.4 MILES ABOVE THE MOUTH OF GREENLEAF BROOK, IN A
 QF1828'RIGHT - ANGLE BEND OF MONUMENT BROOK, WHEN ITS COURSE CHANGES FROM SW
 QF1828'TO SE.  STATION IS 46 METERS DUE E FROM THE POINT IN THE ANGLE OF THE
 QF1828'BEND, 18 METERS S OF THE BROOK AT ITS NEAREST POINT, ABOUT THE CENTER
 QF1828'OF THE POINT, AND ON THE LINE WHERE THE ALDERS ON THE POINT MEET THE
 QF1828'LARGER TIMBER ON THE HIGHER GROUND INSHORE.  AT THIS POINT THERE IS
 QF1828'A NOTICEABLE BAY JUST BELOW THE STATION, AND A SHARP INDENTATION IN
 QF1828'THE UNITED STATES SHORE WITH A SMALL STREAM FLOWING IN FROM THE NW.
 QF1828'
 QF1828'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE IN A GRAY - BLUE
 QF1828'ROCK 4 FEET ACROSS AND 1 FOOT HIGH, WITH A TRIANGLE CUT IN ITS TOP.
 QF1828'THE ROCK IS ONLY PARTLY VISIBLE, AS IT IS IN A DEPRESSION IN THE
 QF1828'GROUND, WITH A TREE GROWING OVER PART OF IT.
 QF1828
 QF1828                          STATION RECOVERY (1955)
 QF1828
 QF1828'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1828'TREE HAD FALLEN AND BRUSH WAS OVER THE TABLET.
 QF1828
 QF1828                          STATION RECOVERY (1972)
 QF1828
 QF1828'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1828'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2017 ***********************************************************************
 PE2017  DESIGNATION -  HORSE
 PE2017  PID         -  PE2017
 PE2017  STATE/COUNTY-  ME/HANCOCK
 PE2017  USGS QUAD   -  ISLE AU HAUT EAST (1983)
 PE2017
 PE2017                         *CURRENT SURVEY CONTROL
 PE2017  ___________________________________________________________________
 PE2017* NAD 83(1996)-  44 01 39.80934(N)    068 34 31.69733(W)     ADJUSTED  
 PE2017* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 PE2017  ___________________________________________________________________
 PE2017  LAPLACE CORR-           3.12  (seconds)                    DEFLEC99
 PE2017  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 PE2017
 PE2017  HORZ ORDER  -  THIRD
 PE2017
 PE2017.The horizontal coordinates were established by classical geodetic methods
 PE2017.and adjusted by the National Geodetic Survey in March 1998..
 PE2017
 PE2017.The orthometric height was scaled from a topographic map.
 PE2017
 PE2017.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2017
 PE2017.The geoid height was determined by GEOID03.
 PE2017
 PE2017;                    North         East     Units Scale Factor Converg.
 PE2017;SPC ME E     -    40,115.661   293,950.144   MT  0.99990045   -0 03 08.8
 PE2017;UTM  19      - 4,875,039.779   534,020.354   MT  0.99961423   +0 17 42.2
 PE2017
 PE2017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2017!SPC ME E     -   1.00000154  x   0.99990045  =   0.99990199
 PE2017!UTM  19      -   1.00000154  x   0.99961423  =   0.99961577
 PE2017
 PE2017|---------------------------------------------------------------------|
 PE2017| PID    Reference Object                     Distance      Geod. Az  |
 PE2017|                                                           dddmmss.s |
 PE2017| CE8016 HORSE RM 2                            6.950 METERS 01715     |
 PE2017| PE2008 GREAT SPOON ISLAND                  APPROX. 2.2 KM 0373042.0 |
 PE2017| CE8015 HORSE RM 1                            7.360 METERS 07913     |
 PE2017|---------------------------------------------------------------------|
 PE2017
 PE2017                          SUPERSEDED SURVEY CONTROL
 PE2017
 PE2017  NAD 83(1992)-  44 01 39.82055(N)    068 34 31.67872(W) AD(       ) 3
 PE2017  NAD 83(1986)-  44 01 39.82083(N)    068 34 31.68544(W) AD(       ) 3
 PE2017  NAD 27      -  44 01 39.51600(N)    068 34 33.60400(W) AD(       ) 3
 PE2017
 PE2017.Superseded values are not recommended for survey control.
 PE2017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2017.See file dsdata.txt to determine how the superseded data were derived.
 PE2017
 PE2017_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ3402075040(NAD 83)
 PE2017_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PE2017_SETTING: 66 = SET IN ROCK OUTCROP
 PE2017
 PE2017  HISTORY     - Date     Condition        Report By
 PE2017  HISTORY     - 1945     MONUMENTED       CGS
 PE2017
 PE2017                          STATION DESCRIPTION
 PE2017
 PE2017'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (FLP)
 PE2017'STATION IS 1 M NORTH OF HIGHEST PEAK ON BLACK HORSE LEDGE, SE
 PE2017'OF ISLE AU HAUT.  STATION IS STANDARD DISK CEMENTED IN DRILL
 PE2017'HOLE IN LEDGE.  TWO STANDARD DISK REFERENCE MARKS ARE CEMENTED
 PE2017'IN DRILL HOLES IN LEDGE AS FOLLOWS--
 PE2017'
 PE2017'NO. 1 IS ENE OF TRIANGULATION STATION AND NO. 2 IS N. OF
 PE2017'STATION.  REFERENCE MARK DISTANCE APPROXIMATE.
 PE2017'
 PE2017'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0725 ***********************************************************************
 RF0725  DESIGNATION -  HORSE MTN
 RF0725  PID         -  RF0725
 RF0725  STATE/COUNTY-  ME/PENOBSCOT
 RF0725  USGS QUAD   -  TROUT BROOK MTN (1988)
 RF0725
 RF0725                         *CURRENT SURVEY CONTROL
 RF0725  ___________________________________________________________________
 RF0725* NAD 83(1996)-  46 08 45.55721(N)    068 49 01.43750(W)     ADJUSTED  
 RF0725* NAVD 88     -       484.9    (meters)    1591.     (feet)  VERTCON   
 RF0725  ___________________________________________________________________
 RF0725  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 RF0725  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 RF0725
 RF0725  HORZ ORDER  -  FIRST
 RF0725
 RF0725.The horizontal coordinates were established by classical geodetic methods
 RF0725.and adjusted by the National Geodetic Survey in March 1998..
 RF0725
 RF0725.The NAVD 88 height was computed by applying the VERTCON shift value to
 RF0725.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RF0725
 RF0725.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0725
 RF0725.The geoid height was determined by GEOID03.
 RF0725
 RF0725;                    North         East     Units Scale Factor Converg.
 RF0725;SPC ME E     -   275,548.185   275,506.153   MT  0.99990737   -0 13 43.1
 RF0725;UTM  19      - 5,110,284.244   514,127.705   MT  0.99960245   +0 07 54.9
 RF0725
 RF0725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0725!SPC ME E     -   0.99992776  x   0.99990737  =   0.99983513
 RF0725!UTM  19      -   0.99992776  x   0.99960245  =   0.99953023
 RF0725
 RF0725:                Primary Azimuth Mark                     Grid Az
 RF0725:SPC ME E     -  HORSE MTN AZ MK                          121 00 47.6
 RF0725:UTM  19      -  HORSE MTN AZ MK                          120 39 09.6
 RF0725
 RF0725|---------------------------------------------------------------------|
 RF0725| PID    Reference Object                     Distance      Geod. Az  |
 RF0725|                                                           dddmmss.s |
 RF0725| DA5436 HORSE MTN AZ MK                                    1204704.5 |
 RF0725| DA5437 HORSE MTN RM 1                       16.247 METERS 18113     |
 RF0725| RF0727 HORSE MTN LOOKOUT TOWER 1941         13.016 METERS 25256     |
 RF0725| RF0726 MCNAIR HORSE USGS                     8.055 METERS 25827     |
 RF0725|---------------------------------------------------------------------|
 RF0725
 RF0725                          SUPERSEDED SURVEY CONTROL
 RF0725
 RF0725  NAD 83(1992)-  46 08 45.55457(N)    068 49 01.43100(W) AD(       ) 1
 RF0725  NAD 83(1986)-  46 08 45.55849(N)    068 49 01.44242(W) AD(       ) 1
 RF0725  NAD 27      -  46 08 45.39000(N)    068 49 03.28300(W) AD(       ) 1
 RF0725  NGVD 29 (07/19/86)  485.1    (m)         1592.     (f) VERT ANG       
 RF0725
 RF0725.Superseded values are not recommended for survey control.
 RF0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0725.See file dsdata.txt to determine how the superseded data were derived.
 RF0725
 RF0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM1412810284(NAD 83)
 RF0725
 RF0725  HISTORY     - Date     Condition        Report By
 RF0725  HISTORY     - 1941     MONUMENTED       CGS
 RF0725  HISTORY     - 1955     SEE DESCRIPTION  CGS
 RF0725
 RF0725                          STATION DESCRIPTION
 RF0725
 RF0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 RF0725'STATION IS LOCATED ABOUT 20 MILES NW BY W OF PATTEN, AND ABOUT 2
 RF0725'MILES SW OF THE W SHORE OF GRAND LAKE METAGAMON, IN THE SW CORNER
 RF0725'OF TOWNSHIP 6, RANGE 8, ON A FLAT BARE ROCKY HILL LOCALLY KNOWN
 RF0725'AS HORSE MOUNTAIN, AND THE HIGHEST POINT ON THE RIDGE, NEAR THE
 RF0725'SITE OF THE HORSE MOUNTAIN FIRE TOWER, AND ON LAND OWNED BY THE
 RF0725'GREAT NORTHERN PAPER COMPANY, OF MILLINOCKET.  IT IS A STANDARD
 RF0725'DISK SET IN A DRILL HOLE IN BEDROCK ABOUT 1 BY 3 FEET IN
 RF0725'DIAMETER AND PROJECTS ABOUT 6 INCHES.  THE DISK IS STAMPED HORSE
 RF0725'MOUNTAIN, 1941.
 RF0725'
 RF0725'NO UNDERGROUND MARK WAS SET.
 RF0725'
 RF0725'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN BEDROCK
 RF0725'ABOUT 2 BY 2 FEET IN DIAMETER AND PROJECTS ABOUT 8 INCHES.  THE
 RF0725'DISK IS STAMPED HORSE MOUNTAIN NO. 1, 1941.
 RF0725'
 RF0725'REFERENCE MARK NO. 2 IS THE U.S. GEOLOGICAL SURVEY BENCH MARK
 RF0725'W OF THE STATION, SET IN BEDROCK ABOUT 1 BY 2 FEET IN DIAMETER
 RF0725'AND PROJECTS 6 INCHES.  THE DISK IS STAMPED MC NAIR 1929.
 RF0725'
 RF0725'AZIMUTH MARK, A STANDARD BRONZE DISK, IS ON THE FIRST HIGH POINT
 RF0725'JUST E OF THE FIRE TOWER, SET IN A ROCK OUTCROP ABOUT 6 FEET LONG
 RF0725'AND 3 FEET WIDE AND PROJECTS 1 FOOT.  THE DISK IS STAMPED HORSE
 RF0725'MOUNTAIN 1941.  TO REACH FROM THE STATION WALK E TO THE HIGHEST
 RF0725'POINT AND A LONE DEAD TREE, THE MARK ABOUT 30 FEET TO THE N.
 RF0725'
 RF0725'TO REACH THE STATION FROM PATTEN, GO NW ON THE SHIN POND ROAD
 RF0725'FOR 30.8 MILES TO THE W SHORE OF GRAND LAKE METAGAMON AND A CAMP
 RF0725'ON THE RIGHT, CONTINUE ON TO THE TOP OF THE HILL ABOUT 0.2 MILE
 RF0725'TO THE END OF TRUCK TRAVEL, FROM HERE FOLLOW THE ROAD AND
 RF0725'TELEPHONE LINE TO THE TOP OF THE HILL TO THE FIRE TOWER AND
 RF0725'STATION.
 RF0725'
 RF0725'PACK WILL REQUIRE ABOUT 1 HOUR.
 RF0725'
 RF0725'A 4-FOOT STAND WILL CLEAR ALL LINES.
 RF0725
 RF0725                          STATION RECOVERY (1955)
 RF0725
 RF0725'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WRH)
 RF0725'STATION RECOVERED AS DESCRIBED AND ALL MARKS ARE IN GOOD
 RF0725'CONDITION.  A COMPLETE DESCRIPTION FOLLOWS.
 RF0725'
 RF0725'STATION IS LOCATED, AIRLINE, ABOUT 20 MILES NORTHWEST OF
 RF0725'PATTEN, 2 MILES SOUTHWEST OF THE WEST SHORE OF GRAND LAKE AND
 RF0725'ON A FLAT, BARE ROCKY HILL LOCALLY KNOWN AS HORSE MOUNTAIN.  IT IS
 RF0725'43 FEET WEST SOUTHWEST OF THE HORSE MOUNTAIN FIRE TOWER.  THERE IS
 RF0725'A HIGHER MOUNTAIN ABOUT 1-1/2 MILES WEST CALLED TROUT BROOK
 RF0725'MOUNTAIN.
 RF0725'
 RF0725'STATION IS REACHED AS FOLLOWS--FROM THE JUNCTION OF STATE HIGHWAYS
 RF0725'11 AND 159, ABOUT 0.35 MILE NORTH OF THE CENTER OF THE TOWN OF
 RF0725'PATTEN, GO WESTERLY ON STATE HIGHWAY 159 FOR 10.2 MILES TO A
 RF0725'ROAD LEADING LEFT TO THE SHIN POND SEA PLANE BASE.  CONTINUE ON
 RF0725'THE MAIN ROAD FOR 7.0 MILES TO A T ROAD ON THE RIGHT AND A SIGN
 RF0725'SCRAGGLY LAKE CAMPS.  CONTINUE ON THE MAIN ROAD FOR 10.0 MILES
 RF0725'TO THE HORSE MOUNTAIN WATCHMANS CABIN ON THE LEFT AND SOME OLD
 RF0725'LOG CABINS ALONG THE LAKE SHORE ON THE RIGHT.  CONTINUE FOR
 RF0725'0.75 MILE TO THE TOP OF THE RISE AND THE TRAIL ON THE LEFT.
 RF0725'FOLLOW THE TRAIL AND THE TELEPHONE LINE FOR ABOUT 2 MILES TO THE
 RF0725'FIRE TOWER AND THE STATION.  TIME OF PACK WAS 1 HOUR.
 RF0725'
 RF0725'STATION MARK, STAMPED HORSE MTN 1941, IS A STANDARD DISK CEMENTED
 RF0725'IN A DRILL HOLE IN OUTCROPPING BEDROCK ABOUT 10 FEET LONG AND 1
 RF0725'FOOT WIDE AND PROJECTING 4 INCHES.  IT IS 42.7 FEET EAST NORTHEAST
 RF0725'OF THE HORSE MOUNTAIN FIRE TOWER.
 RF0725'
 RF0725'REFERENCE MARK NUMBER 1, STAMPED HORSE MTN NO 1 1941, IS A
 RF0725'STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER 2 FEET
 RF0725'SQUARE, PROJECTING 8 INCHES AND 3 FEET LOWER THAN THE STATION.
 RF0725'
 RF0725'USGS AND STATE SURVEY DISK, STAMPED MC NAIR 1929, IS CEMENTED IN
 RF0725'A DRILL HOLE IN A BOULDER 1-1/2 BY 2 FEET, PROJECTING 4 INCHES AND
 RF0725'AT THE SAME ELEVATION AS THE STATION.  IT IS 10.0 FEET EAST OF
 RF0725'THE NORTHEAST LEG OF THE TOWER.
 RF0725'
 RF0725'AZIMUTH MARK, STAMPED HORSE MTN 1941, IS A STANDARD DISK CEMENTED
 RF0725'IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 18 INCHES.  IT
 RF0725'IS 1.5 FEET SOUTH OF A 2 FOOT CAIRN AND ON THE HIGHEST PART OF A
 RF0725'SMALL KNOLL.  TO REACH THE AZIMUTH MARK FROM THE STATION, FOLLOW
 RF0725'THE TRAIL EAST SOUTHEAST FOR ABOUT 0.2 MILE TO WHERE THE TRAIL
 RF0725'TURNS LEFT.  LEAVE THE TRAIL AND CONTINUE EAST SOUTHEAST FOR
 RF0725'ABOUT 0.1 MILE TO THE FIRST SMALL KNOLL AND THE AZIMUTH MARK ON
 RF0725'THE HIGHEST PART.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0727 ***********************************************************************
 RF0727  DESIGNATION -  HORSE MTN LOOKOUT TOWER 1941
 RF0727  PID         -  RF0727
 RF0727  STATE/COUNTY-  ME/PENOBSCOT
 RF0727  USGS QUAD   -  TROUT BROOK MTN (1988)
 RF0727
 RF0727                         *CURRENT SURVEY CONTROL
 RF0727  ___________________________________________________________________
 RF0727* NAD 83(1996)-  46 08 45.43350(N)    068 49 02.01727(W)     ADJUSTED  
 RF0727* NAVD 88     -                                                        
 RF0727  ___________________________________________________________________
 RF0727  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 RF0727  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 RF0727
 RF0727  HORZ ORDER  -  THIRD
 RF0727
 RF0727.The horizontal coordinates were established by classical geodetic methods
 RF0727.and adjusted by the National Geodetic Survey in March 1998..
 RF0727
 RF0727
 RF0727.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0727
 RF0727.The geoid height was determined by GEOID03.
 RF0727
 RF0727;                    North         East     Units Scale Factor Converg.
 RF0727;SPC ME E     -   275,544.415   275,493.696   MT  0.99990738   -0 13 43.5
 RF0727;UTM  19      - 5,110,280.397   514,115.276   MT  0.99960245   +0 07 54.5
 RF0727
 RF0727                          SUPERSEDED SURVEY CONTROL
 RF0727
 RF0727  NAD 83(1992)-  46 08 45.43087(N)    068 49 02.01077(W) AD(       ) 4
 RF0727  NAD 83(1986)-  46 08 45.43479(N)    068 49 02.02220(W) AD(       ) 4
 RF0727  NAD 27      -  46 08 45.26600(N)    068 49 03.86300(W) AD(       ) 3
 RF0727
 RF0727.Superseded values are not recommended for survey control.
 RF0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0727.See file dsdata.txt to determine how the superseded data were derived.
 RF0727
 RF0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM1411510280(NAD 83)
 RF0727
 RF0727  HISTORY     - Date     Condition        Report By
 RF0727  HISTORY     - 1941     MONUMENTED       CGS
 RF0727  HISTORY     - 1955     SEE DESCRIPTION  CGS
 RF0727
 RF0727                          STATION DESCRIPTION
 RF0727
 RF0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 RF0727'THIS INTERSECTION STATION IS THE FIRE TOWER LOCATED ON THE
 RF0727'HIGHEST POINT OF HORSE MOUNTAIN, ABOUT 2 MILES SW OF THE W SHORE
 RF0727'OF GRAND LAKE METAGAMON, AND ABOUT 20 MILES NW BY W OF PATTEN.  IT
 RF0727'IS A 4-LEGGED STEEL STRUCTURE ABOUT 20 FEET HIGH, WITH A CAB ON
 RF0727'THE TOP.  THE CENTER OF THE BASE IS THE POINT OBSERVED ON.
 RF0727'
 RF0727'LOCATED FROM STATION HORSE MOUNTAIN BY TRAVERSE.
 RF0727
 RF0727                          STATION RECOVERY (1955)
 RF0727
 RF0727'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WRH)
 RF0727'THE STATION IS LOCATED ABOUT 20 MILES WEST NORTHWEST OF PATTEN, 2
 RF0727'MILES SOUTHWEST OF THE WEST SHORE OF GRAND LAKE METAGAMON ON THE
 RF0727'HIGHEST PART OF HORSE MOUNTAIN.
 RF0727'
 RF0727'THE TOWER IS A MAINE FOREST SERVICE LOOKOUT TOWER CONSTRUCTED OF
 RF0727'FOUR STEEL LEGS WITH AN 8 FOOT SQUARE HOUSE ON TOP THAT IS PAINTED
 RF0727'WHITE.  IT IS ABOUT 30 FEET HIGH AND IS 13.016 METERS, 42.705 FEET
 RF0727'SOUTH SOUTHWEST OF TRIANGULATION STATION HORSE MTN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2218 ***********************************************************************
 OC2218  DESIGNATION -  HORSE PASTURE
 OC2218  PID         -  OC2218
 OC2218  STATE/COUNTY-  ME/YORK
 OC2218  USGS QUAD   -  KITTERY (1989)
 OC2218
 OC2218                         *CURRENT SURVEY CONTROL
 OC2218  ___________________________________________________________________
 OC2218* NAD 83(1996)-  43 05 03.58006(N)    070 40 13.49436(W)     ADJUSTED  
 OC2218* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 OC2218  ___________________________________________________________________
 OC2218  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 OC2218  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 OC2218
 OC2218  HORZ ORDER  -  THIRD
 OC2218
 OC2218.The horizontal coordinates were established by classical geodetic methods
 OC2218.and adjusted by the National Geodetic Survey in March 1998..
 OC2218
 OC2218.The orthometric height was scaled from a topographic map.
 OC2218
 OC2218.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2218
 OC2218.The geoid height was determined by GEOID03.
 OC2218
 OC2218;                    North         East     Units Scale Factor Converg.
 OC2218;SPC ME W     -    28,005.704   858,981.414   MT  0.99998736   -0 20 38.8
 OC2218;SPC NH       -    65,391.820   381,121.712   MT  1.00004759   +0 40 50.0
 OC2218;SPC NH       -   214,539.66  1,250,396.82   sFT  1.00004759   +0 40 50.0
 OC2218;UTM  19      - 4,771,533.388   364,032.241   MT  0.99982743   -1 08 28.3
 OC2218
 OC2218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2218!SPC ME W     -   1.00000279  x   0.99998736  =   0.99999015
 OC2218!SPC NH       -   1.00000279  x   1.00004759  =   1.00005038
 OC2218!UTM  19      -   1.00000279  x   0.99982743  =   0.99983022
 OC2218
 OC2218:                Primary Azimuth Mark                     Grid Az
 OC2218:SPC ME W     -  SCHOOL HILL                              297 50 46.6
 OC2218:SPC NH       -  SCHOOL HILL                              296 49 17.8
 OC2218:UTM  19      -  SCHOOL HILL                              298 38 36.1
 OC2218
 OC2218|---------------------------------------------------------------------|
 OC2218| PID    Reference Object                     Distance      Geod. Az  |
 OC2218|                                                           dddmmss.s |
 OC2218| OC2206 SCHOOL HILL                         APPROX. 1.1 KM 2973007.8 |
 OC2218| OC2215 MILL HILL                           APPROX. 0.5 KM 3200151.2 |
 OC2218|---------------------------------------------------------------------|
 OC2218
 OC2218                          SUPERSEDED SURVEY CONTROL
 OC2218
 OC2218  NAD 83(1992)-  43 05 03.57901(N)    070 40 13.49461(W) AD(       ) 3
 OC2218  NAD 83(1986)-  43 05 03.58240(N)    070 40 13.49766(W) AD(       ) 3
 OC2218  NAD 27      -  43 05 03.24000(N)    070 40 15.32000(W) AD(       ) 3
 OC2218
 OC2218.Superseded values are not recommended for survey control.
 OC2218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2218.See file dsdata.txt to determine how the superseded data were derived.
 OC2218
 OC2218_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH6403271533(NAD 83)
 OC2218
 OC2218  HISTORY     - Date     Condition        Report By
 OC2218  HISTORY     - UNK      MONUMENTED
 OC2218  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OC2218
 OC2218                          STATION DESCRIPTION
 OC2218
 OC2218'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (EHK)
 OC2218'STATION WAS NOT RECOVERED.  THIS IS AN UNDESCRIBED TRIANGULATION
 OC2218'STATION.  A 1/2-HR. SEARCH IN THE AREA INDICATED BY THE
 OC2218'GEOGRAPHIC POSITION REVEALED NO TRACE OF A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2223 ***********************************************************************
 PE2223  DESIGNATION -  HORSEBACK 1864
 PE2223  PID         -  PE2223
 PE2223  STATE/COUNTY-  ME/PENOBSCOT
 PE2223  USGS QUAD   -  BANGOR (1991)
 PE2223
 PE2223                         *CURRENT SURVEY CONTROL
 PE2223  ___________________________________________________________________
 PE2223* NAD 83(1996)-  44 46 03.48593(N)    068 47 34.99123(W)     ADJUSTED  
 PE2223* NAVD 88     -        38.     (meters)     125.     (feet)  SCALED    
 PE2223  ___________________________________________________________________
 PE2223  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 PE2223  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 PE2223
 PE2223  HORZ ORDER  -  THIRD
 PE2223
 PE2223.The horizontal coordinates were established by classical geodetic methods
 PE2223.and adjusted by the National Geodetic Survey in March 1998..
 PE2223
 PE2223.The orthometric height was scaled from a topographic map.
 PE2223
 PE2223.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2223
 PE2223.The geoid height was determined by GEOID03.
 PE2223
 PE2223;                    North         East     Units Scale Factor Converg.
 PE2223;SPC ME E     -   122,365.272   276,802.806   MT  0.99990661   -0 12 23.0
 PE2223;UTM  19      - 4,957,158.947   516,376.371   MT  0.99960330   +0 08 44.7
 PE2223
 PE2223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2223!SPC ME E     -   0.99999798  x   0.99990661  =   0.99990459
 PE2223!UTM  19      -   0.99999798  x   0.99960330  =   0.99960128
 PE2223
 PE2223:                Primary Azimuth Mark                     Grid Az
 PE2223:SPC ME E     -  HIGH HEAD 1864                           032 17 50.7
 PE2223:UTM  19      -  HIGH HEAD 1864                           031 56 43.0
 PE2223
 PE2223|---------------------------------------------------------------------|
 PE2223| PID    Reference Object                     Distance      Geod. Az  |
 PE2223|                                                           dddmmss.s |
 PE2223| PE2207 HIGH HEAD 1864                      APPROX. 2.4 KM 0320527.7 |
 PE2223| PE2202 BREWERS BELFRY                      APPROX. 3.8 KM 0345052.9 |
 PE2223| PE2201 BREWERS FLAGSTAFF                   APPROX. 3.8 KM 0444731.9 |
 PE2223| PE2206 SOUTH BREWER                        APPROX. 1.3 KM 0674731.4 |
 PE2223| PE2210 SOUTH BREWER CHURCH SPIRE           APPROX. 0.8 KM 0841457.5 |
 PE2223| PE2229 MAYHEWS STEAM SAWMILL CHIMNEY       APPROX. 1.1 KM 2142249.9 |
 PE2223| PE2231 CROSBYS NARROW FLAG IN TREE         APPROX. 2.6 KM 2281918.0 |
 PE2223|---------------------------------------------------------------------|
 PE2223
 PE2223                          SUPERSEDED SURVEY CONTROL
 PE2223
 PE2223  NAD 83(1992)-  44 46 03.48345(N)    068 47 34.98684(W) AD(       ) 3
 PE2223  NAD 83(1986)-  44 46 03.48210(N)    068 47 34.98779(W) AD(       ) 3
 PE2223  NAD 27      -  44 46 03.24000(N)    068 47 36.87000(W) AD(       ) 3
 PE2223
 PE2223.Superseded values are not recommended for survey control.
 PE2223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2223.See file dsdata.txt to determine how the superseded data were derived.
 PE2223
 PE2223_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1637657159(NAD 83)
 PE2223
 PE2223  HISTORY     - Date     Condition        Report By
 PE2223  HISTORY     - 1864     MONUMENTED       CGS
 PE2223  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2223  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE2223
 PE2223                          STATION DESCRIPTION
 PE2223
 PE2223'DESCRIBED BY COAST AND GEODETIC SURVEY 1864 (SCM)
 PE2223'STATION IS ON THE W BANK OF THE PENOBSCOT RIVER ON A HIGH
 PE2223'PEAKED HILL ABOUT 1/2 MILE ABOVE STERNS SAWMILLS, KNOWN AS
 PE2223'HORSEBAK HILL (A SIMILAR PEAK WILL BE FOUND 1/2 MILE FARTHER
 PE2223'N).
 PE2223'
 PE2223'THE STATION IS ON THE HIGHEST PART OF THE HILL.  IT IS MARKED
 PE2223'WITH A BLACK BOTTLE (QUART) SUNK BELOW SURFACE WITH ROCKS PILED
 PE2223'OVER IT.  THREE INSTRUMENT PEGS ALSO INDICATE CENTER.  THE
 PE2223'REFERENCES ARE AS FOLLOWS--TO FENCE, 24.10 FEET.  TO PINE BUSH,
 PE2223'20.85 FEET.  TO PINE TREE, 75.11 FEET.
 PE2223
 PE2223                          STATION RECOVERY (1934)
 PE2223
 PE2223'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2223'THE STATION IS LOST.  THE ONLY REFERENCE FOUND ON THIS HILL WAS
 PE2223'A LARGE TREE WHICH COULD POSSIBLY BE ONE OF THE TREES REFERRED
 PE2223'TO IN THE DESCRIPTION, BUT THERE IS NO DIRECTION GIVEN FROM IT.
 PE2223
 PE2223                          STATION RECOVERY (1944)
 PE2223
 PE2223'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE2223'STATION IS LOST.  HILL WHERE STATION WAS IS NOW A GRAVEL PIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0742 ***********************************************************************
 RF0742  DESIGNATION -  HORSESHOE
 RF0742  PID         -  RF0742
 RF0742  STATE/COUNTY-  ME/AROOSTOOK
 RF0742  USGS QUAD   -  MOOSELEUK LAKE (1985)
 RF0742
 RF0742                         *CURRENT SURVEY CONTROL
 RF0742  ___________________________________________________________________
 RF0742* NAD 83(1996)-  46 35 23.20587(N)    068 59 53.46738(W)     ADJUSTED  
 RF0742* NAVD 88     -       635.0    (meters)    2083.     (feet)  VERTCON   
 RF0742  ___________________________________________________________________
 RF0742  LAPLACE CORR-           4.07  (seconds)                    DEFLEC99
 RF0742  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 RF0742
 RF0742  HORZ ORDER  -  SECOND
 RF0742
 RF0742.The horizontal coordinates were established by classical geodetic methods
 RF0742.and adjusted by the National Geodetic Survey in March 1998..
 RF0742
 RF0742.The NAVD 88 height was computed by applying the VERTCON shift value to
 RF0742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RF0742
 RF0742.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0742
 RF0742.The geoid height was determined by GEOID03.
 RF0742
 RF0742;                    North         East     Units Scale Factor Converg.
 RF0742;SPC ME E     -   324,946.124   261,824.834   MT  0.99991791   -0 21 42.9
 RF0742;UTM  19      - 5,159,579.426   500,139.010   MT  0.99960000   +0 00 04.7
 RF0742
 RF0742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0742!SPC ME E     -   0.99990429  x   0.99991791  =   0.99982221
 RF0742!UTM  19      -   0.99990429  x   0.99960000  =   0.99950433
 RF0742
 RF0742:                Primary Azimuth Mark                     Grid Az
 RF0742:SPC ME E     -  ROUND MTN LOOKOUT TOWER                  088 25 59.9
 RF0742:UTM  19      -  ROUND MTN LOOKOUT TOWER                  088 04 12.3
 RF0742
 RF0742|---------------------------------------------------------------------|
 RF0742| PID    Reference Object                     Distance      Geod. Az  |
 RF0742|                                                           dddmmss.s |
 RF0742| RF0739 ROUND MTN LOOKOUT TOWER             APPROX.15.6 KM 0880417.0 |
 RF0742| DA5438 HORSESHOE RM 1                        5.614 METERS 08835     |
 RF0742| RF0741 HORSESHOE LOOKOUT TOWER               6.478 METERS 11120     |
 RF0742| RF0750 CLEAR LAKE LOOKOUT TOWER            APPROX.13.1 KM 2371741.8 |
 RF0742| DA5439 HORSESHOE RM 2                        4.180 METERS 29701     |
 RF0742|---------------------------------------------------------------------|
 RF0742
 RF0742                          SUPERSEDED SURVEY CONTROL
 RF0742
 RF0742  NAD 83(1992)-  46 35 23.20142(N)    068 59 53.45793(W) AD(       ) 2
 RF0742  NAD 83(1986)-  46 35 23.20682(N)    068 59 53.46460(W) AD(       ) 2
 RF0742  NAD 27      -  46 35 23.06940(N)    068 59 55.28790(W) AD(       ) 2
 RF0742  NGVD 29 (07/19/86)  635.2    (m)         2084.     (f) VERT ANG       
 RF0742
 RF0742.Superseded values are not recommended for survey control.
 RF0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0742.See file dsdata.txt to determine how the superseded data were derived.
 RF0742
 RF0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM0013959579(NAD 83)
 RF0742_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RF0742_SETTING: 66 = SET IN ROCK OUTCROP
 RF0742
 RF0742  HISTORY     - Date     Condition        Report By
 RF0742  HISTORY     - 1960     MONUMENTED       CGS
 RF0742
 RF0742                          STATION DESCRIPTION
 RF0742
 RF0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HRL)
 RF0742'STATION IS LOCATED AT THE HORSESHOE LOOKOUT TOWER ON THE HIGHEST
 RF0742'POINT OF ROCKY BROOK MOUNTAIN WHICH IS ABOUT 29 MILES WEST-SOUTHWEST
 RF0742'OF ASHLAND.  STATION, A STANDARD DISK CEMENTED IN A DRILLHOLE IN
 RF0742'OUTCROPPING ROCK AND STAMPED HORSESHOE 1960 IS 21-1/2 FEET WEST OF
 RF0742'THE NORTHWEST LEG OF LOOKOUT TOWER, 12-1/2 FEET NORTH OF THE
 RF0742'NORTHWEST LEG OF LOOKOUT TOWER AND 10-1/2 FEET NORTHEAST OF
 RF0742'WITNESS MARKER ON PINE TREE WITH TRIANGLE BLAZE.
 RF0742'
 RF0742'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS NO. 11, 227 AND 163
 RF0742'IN ASHLAND, GO WEST ON STATE HIGHWAY NO. 11 FOR 0.7 MILE TO T
 RF0742'INTERSECTION AT WEST END OF BRIDGE OVER AROOSTOOK RIVER.  TURN LEFT
 RF0742'AND GO SOUTHERLY THENCE WESTERLY ON SURFACED ROAD FOR 0.55 MILE
 RF0742'TO FORKS.  TAKE RIGHT FORK AND GO WESTERLY ON GRADED ROAD FOR
 RF0742'2.8 MILES TO WATCHMAN CABIN ON RIGHT.  CONTINUE WESTERLY ON
 RF0742'GRADED ROAD FOR 13.3 MILES TO FORKS.  TAKE LEFT FORK AND GO
 RF0742'WESTERLY FOR 0.4 MILE TO BRIDGE.  CROSS BRIDGE AND CONTINUE
 RF0742'WESTERLY ON GRADED ROAD FOR 3.8 MILE TO OLD SAW MILL.  CONTINUE
 RF0742'SOUTHWESTERLY ON GRADED ROAD FOR 0.95 MILE TO SIDE ROAD LEFT.
 RF0742'CONTINUE WESTERLY ON GRADED ROAD FOR 1.05 MILES TO TRACK ROAD
 RF0742'LEFT AT SIGN ROWE LAKE ROUND MOUNTAIN.  CONTINUE WESTERLY ON
 RF0742'GRADED ROAD FOR 2.9 MILES TO MAINE STATE FOREST SERVICE
 RF0742'CABIN ON LEFT.  CONTINUE WESTERLY ON GRADED ROAD FOR 1.1
 RF0742'MILES TO FORKS.  TAKE LEFT FORK AND CONTINUE WESTERLY ON
 RF0742'GRADED ROAD FOR 2.4 MILES TO FORKS AT SIGN MINK MARSH
 RF0742'HORSESHOE POND.  TURN RIGHT AND GO NORTHWESTERLY ON ROUGH
 RF0742'LOGGING ROAD FOR 1.6 MILES TO OLD SAW MILL ON LEFT.  CONTINUE
 RF0742'NORTHWESTERLY ON LOGGING ROAD FOR 1.5 MILES TO SIDE ROAD RIGHT AT
 RF0742'LEFT TURN IN LOGGING ROAD.  TURN RIGHT AND GO NORTHERLY ON TRACK
 RF0742'ROAD FOR 0.2 MILE TO FIRE WARDENS CABIN.  PACK NORTHWESTERLY
 RF0742'ALONG TELEPHONE LINE ON GOOD TRAIL FOR ABOUT 1.0 MILE TO LOOKOUT
 RF0742'TOWER AT TOP OF MOUNTAIN AND STATION AS DESCRIBED.
 RF0742'
 RF0742'REFERENCE MARK NO. 1, A STANDARD DISK CEMENTED IN A DRILLHOLE
 RF0742'IN OUTCROPPING ROCK AND STAMPED HORSESHOE NO 1 1960.  IS 3-1/2
 RF0742'FEET WEST OF THE NORTHEAST LEG OF LOOKOUT TOWER AND 10 FEET EAST
 RF0742'OF THE NORTHWEST LEG OF LOOKOUT TOWER.
 RF0742'
 RF0742'REFERENCE MARK NO. 2, A STANDARD DISK CEMENTED IN A DRILLHOLE
 RF0742'IN OUTCROPPING ROCK AND STAMPED HORSESHOE NO 2 1960.  IS 25-1/2
 RF0742'FEET NORTHWEST OF THE NORTHWEST LEG OF LOOKOUT TOWER AND 19-1/2
 RF0742'FEET NORTH OF A WITNESS SIGN ON A PINE TREE WITH TRIANGLE BLAZE.
 RF0742'
 RF0742'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1831 ***********************************************************************
 PE1831  DESIGNATION -  HORSESHOE LEDGE BEACON
 PE1831  PID         -  PE1831
 PE1831  STATE/COUNTY-  ME/HANCOCK
 PE1831  USGS QUAD   -  BASS HARBOR (1983)
 PE1831
 PE1831                         *CURRENT SURVEY CONTROL
 PE1831  ___________________________________________________________________
 PE1831* NAD 83(1996)-  44 09 43.44873(N)    068 18 49.48279(W)     ADJUSTED  
 PE1831* NAVD 88     -                                                        
 PE1831  ___________________________________________________________________
 PE1831  LAPLACE CORR-           4.53  (seconds)                    DEFLEC99
 PE1831  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 PE1831
 PE1831  HORZ ORDER  -  THIRD
 PE1831
 PE1831.The horizontal coordinates were established by classical geodetic methods
 PE1831.and adjusted by the National Geodetic Survey in March 1998..
 PE1831
 PE1831
 PE1831.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1831
 PE1831.The geoid height was determined by GEOID03.
 PE1831
 PE1831;                    North         East     Units Scale Factor Converg.
 PE1831;SPC ME E     -    55,055.810   314,896.573   MT  0.99990273   +0 07 47.1
 PE1831;UTM  19      - 4,890,102.692   554,869.917   MT  0.99963703   +0 28 41.2
 PE1831
 PE1831                          SUPERSEDED SURVEY CONTROL
 PE1831
 PE1831  NAD 83(1992)-  44 09 43.45924(N)    068 18 49.47610(W) AD(       ) 4
 PE1831  NAD 83(1986)-  44 09 43.45978(N)    068 18 49.48227(W) AD(       ) 4
 PE1831  NAD 27      -  44 09 43.17100(N)    068 18 51.41700(W) AD(       ) 3
 PE1831
 PE1831.Superseded values are not recommended for survey control.
 PE1831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1831.See file dsdata.txt to determine how the superseded data were derived.
 PE1831
 PE1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ5487090103(NAD 83)
 PE1831
 PE1831  HISTORY     - Date     Condition        Report By
 PE1831  HISTORY     - 1934     MONUMENTED       CGS
 PE1831  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE1831  HISTORY     - 1953     SEE DESCRIPTION  CGS
 PE1831  HISTORY     - 1956     SEE DESCRIPTION  CGS
 PE1831
 PE1831                          STATION DESCRIPTION
 PE1831
 PE1831'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1831'THIS STATION IS THE CENTER OF THE TOP OF THE CASK ON THE BLACK
 PE1831'SPINDLE ON HORSESHOE LEDGE, WHICH LIES ABOUT 3-1/2 MILES WNW OF
 PE1831'GREAT DUCK ISLAND LIGHT, S OF THE WESTERN ENTRANCE TO NORTHEAST
 PE1831'HARBOR.
 PE1831
 PE1831                          STATION RECOVERY (1944)
 PE1831
 PE1831'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1831'STATION RECOVERED BUT IT IS LEANING BADLY.  IT IS NOT KNOWN IF
 PE1831'IT LEANED IN THE SAME DIRECTION AND BY THE SAME AMOUNT WHEN
 PE1831'LOCATED.
 PE1831
 PE1831                          STATION RECOVERY (1953)
 PE1831
 PE1831'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (DFR)
 PE1831'STATION WAS RECOVERED AS DESCRIBED EXCEPT THAT DESCRIPTION WOULD
 PE1831'BE CLEARER IF IT READ 5 MI. S-SW OF WESTERN WAY RATHER THAN S
 PE1831'OF THE W ENTRANCE TO NORTHEAST HARBOR.  SPINDLE WAS LEANING
 PE1831'SEVERAL FT. IN A N DIRECTION AT THIS RECOVERY, HOWEVER, THE COAST
 PE1831'GUARD RIGHTS THEM AT PERIODIC INTERVALS.
 PE1831
 PE1831                          STATION RECOVERY (1956)
 PE1831
 PE1831'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JCE)
 PE1831'THE STATION MARK WAS RECOVERED LEANING IN A N DIRECTION.  THE
 PE1831'1953 RECOVERY NOTE BY D.F.R. IS ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0741 ***********************************************************************
 RF0741  DESIGNATION -  HORSESHOE LOOKOUT TOWER
 RF0741  PID         -  RF0741
 RF0741  STATE/COUNTY-  ME/AROOSTOOK
 RF0741  USGS QUAD   -  MOOSELEUK LAKE (1985)
 RF0741
 RF0741                         *CURRENT SURVEY CONTROL
 RF0741  ___________________________________________________________________
 RF0741* NAD 83(1996)-  46 35 23.12954(N)    068 59 53.18393(W)     ADJUSTED  
 RF0741* NAVD 88     -                                                        
 RF0741  ___________________________________________________________________
 RF0741  LAPLACE CORR-           4.06  (seconds)                    DEFLEC99
 RF0741  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 RF0741
 RF0741  HORZ ORDER  -  THIRD
 RF0741
 RF0741.The horizontal coordinates were established by classical geodetic methods
 RF0741.and adjusted by the National Geodetic Survey in March 1998..
 RF0741
 RF0741
 RF0741.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0741
 RF0741.The geoid height was determined by GEOID03.
 RF0741
 RF0741;                    North         East     Units Scale Factor Converg.
 RF0741;SPC ME E     -   324,943.729   261,830.853   MT  0.99991790   -0 21 42.7
 RF0741;UTM  19      - 5,159,577.070   500,145.041   MT  0.99960000   +0 00 05.0
 RF0741
 RF0741                          SUPERSEDED SURVEY CONTROL
 RF0741
 RF0741  NAD 83(1992)-  46 35 23.12509(N)    068 59 53.17448(W) AD(       ) 4
 RF0741  NAD 83(1986)-  46 35 23.13017(N)    068 59 53.18130(W) AD(       ) 4
 RF0741  NAD 27      -  46 35 22.99300(N)    068 59 55.00400(W) AD(       ) 3
 RF0741
 RF0741.Superseded values are not recommended for survey control.
 RF0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0741.See file dsdata.txt to determine how the superseded data were derived.
 RF0741
 RF0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM0014559577(NAD 83)
 RF0741
 RF0741  HISTORY     - Date     Condition        Report By
 RF0741  HISTORY     - 1960     MONUMENTED       CGS
 RF0741
 RF0741                          STATION DESCRIPTION
 RF0741
 RF0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HRL)
 RF0741'STATION IS LOCATED ON THE HIGHEST POINT OF ROCKY BROOK MOUNTAIN
 RF0741'WHICH IS ABOUT 29 MILES WEST-SOUTHWEST OF ASHLAND.  STATION IS A
 RF0741'MAINE FOREST SERVICE CABIN MOUNTED ON 4 STEEL LEGS, PAINTED WHITE
 RF0741'AND IS ABOUT 60 FEET HIGH.
 RF0741'
 RF0741'A TRAVERSE CONNECTION WAS MADE FROM STATION HORSESHOE TO THE
 RF0741'CENTER OF LOOKOUT TOWER AND THE DISTANCE IS 21.25 FEET OR 6.480
 RF0741'METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2435 ***********************************************************************
 PE2435  DESIGNATION -  HOUDLETTE RESET
 PE2435  PID         -  PE2435
 PE2435  STATE/COUNTY-  ME/LINCOLN
 PE2435  USGS QUAD   -  RICHMOND (1980)
 PE2435
 PE2435                         *CURRENT SURVEY CONTROL
 PE2435  ___________________________________________________________________
 PE2435* NAD 83(1996)-  44 05 02.06088(N)    069 46 13.40428(W)     ADJUSTED  
 PE2435* NAVD 88     -        48.1    (meters)     158.     (feet)  VERTCON   
 PE2435  ___________________________________________________________________
 PE2435  LAPLACE CORR-           2.47  (seconds)                    DEFLEC99
 PE2435  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 PE2435
 PE2435  HORZ ORDER  -  SECOND
 PE2435
 PE2435.The horizontal coordinates were established by classical geodetic methods
 PE2435.and adjusted by the National Geodetic Survey in March 1998..
 PE2435
 PE2435.The NAVD 88 height was computed by applying the VERTCON shift value to
 PE2435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PE2435
 PE2435.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2435
 PE2435.The geoid height was determined by GEOID03.
 PE2435
 PE2435;                    North         East     Units Scale Factor Converg.
 PE2435;SPC ME W     -   139,012.429   931,737.961   MT  0.99997905   +0 16 32.5
 PE2435;UTM  19      - 4,881,480.633   438,321.709   MT  0.99964679   -0 32 09.5
 PE2435
 PE2435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2435!SPC ME W     -   0.99999651  x   0.99997905  =   0.99997556
 PE2435!UTM  19      -   0.99999651  x   0.99964679  =   0.99964330
 PE2435
 PE2435|---------------------------------------------------------------------|
 PE2435| PID    Reference Object                     Distance      Geod. Az  |
 PE2435|                                                           dddmmss.s |
 PE2435| CE8018 HOUDLETTE RM 2                       22.574 METERS 17133     |
 PE2435| CE8017 HOUDLETTE RM 1                       19.850 METERS 20508     |
 PE2435| PE2434 RICHMOND CONG CHURCH SPIRE          APPROX. 2.7 KM 2745153.7 |
 PE2435| PE2436 RICHMOND CLOCK METH CH SPIRE        APPROX. 2.7 KM 2791134.3 |
 PE2435|---------------------------------------------------------------------|
 PE2435
 PE2435                          SUPERSEDED SURVEY CONTROL
 PE2435
 PE2435  NAD 83(1992)-  44 05 02.05967(N)    069 46 13.40364(W) AD(       ) 2
 PE2435  NAD 83(1986)-  44 05 02.06492(N)    069 46 13.40847(W) AD(       ) 2
 PE2435  NAD 27      -  44 05 01.80500(N)    069 46 15.26300(W) AD(       ) 2
 PE2435  NGVD 29 (07/19/86)   48.3    (m)          158.     (f) VERT ANG       
 PE2435
 PE2435.Superseded values are not recommended for survey control.
 PE2435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2435.See file dsdata.txt to determine how the superseded data were derived.
 PE2435
 PE2435_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3832281481(NAD 83)
 PE2435
 PE2435  HISTORY     - Date     Condition        Report By
 PE2435  HISTORY     - 1913     MONUMENTED       CGS
 PE2435  HISTORY     - 1913     SEE DESCRIPTION  CGS
 PE2435  HISTORY     - 1933     SEE DESCRIPTION  CGS
 PE2435  HISTORY     - 1971     SEE DESCRIPTION  NGS
 PE2435  HISTORY     - 1972     SEE DESCRIPTION  MEDT
 PE2435  HISTORY     - 1974     GOOD             NGS
 PE2435
 PE2435                          STATION DESCRIPTION
 PE2435
 PE2435'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 PE2435'ON TOP OF A HILL ON THE E SIDE OF THE KENNEBEC RIVER ABOUT 1/4
 PE2435'MILE S OF WEST DRESDEN AND THE ROAD TO DRESDEN AND A SHORTER
 PE2435'DISTANCE FROM THE ROAD TO WEST DRESDEN.  THE WIDOW HOUDLETTE
 PE2435'OWNS THE LAND AND HER HOUSE IS TO THE WESTWARD OF THE STATION
 PE2435'NEAR THE ROAD LAST MENTIONED.  THE STATION IS NEAR AND INSIDE OF
 PE2435'THE CORNER FORMED BY TWO FENCES AND IS 60 FEET FROM THE S FENCE
 PE2435'AND 71 FEET FROM THE W ONE.  THE STATION IS MARKED BY A
 PE2435'STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN A BOULDER, THE
 PE2435'STONE AT THE CENTER BEING SURROUNDED BY SAND AND CEMENT.  A
 PE2435'REFERENCE MARK, A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 PE2435'IN A BOULDER, IS 19.86 METERS FROM THE STATION, THE BOULDER
 PE2435'SHOWING 3 FEET ABOVE THE GROUND NEAR THE S STONE FENCE.
 PE2435
 PE2435                          STATION RECOVERY (1933)
 PE2435
 PE2435'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CMD)
 PE2435'STATION RECOVERED AS DESCRIBED.  STATION AND REFERENCE MARK NO. 1
 PE2435'STAMPED 1868-1913.
 PE2435'
 PE2435'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK WEDGED IN A DRILL
 PE2435'HOLE IN A BOULDER, IS 22.58 METERS NW OF THE STATION, AND IS
 PE2435'STAMPED 1868-1933.
 PE2435'
 PE2435'REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2 IS 12.55 METERS.
 PE2435'
 PE2435'TO REACH FROM CROSS ROAD AT WEST DRESDEN, GO S 0.1 MILE ON ROAD
 PE2435'LEADING TO BATH.  STATION IS 1/4 MILE E OF THIS POINT ON THE
 PE2435'HIGHEST PART OF HILL.
 PE2435
 PE2435                          STATION RECOVERY (1971)
 PE2435
 PE2435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 PE2435'STATION WAS RECOVERED.  THE REFERENCE MARKS WERE FOUND IN GOOD
 PE2435'CONDITION, BUT THE STATION MARK WAS IN POOR SHAPE, DUE TO THE
 PE2435'CONCRETE BUILDUP 2 FEET IN DIAMETER, AND 1 FOOT HIGH, BEING
 PE2435'CRACKED INTO 3 SECTIONS, SO STATION BOULDER WAS LOOSE.  NOTE--(THE
 PE2435'STATION DISK WAS FOUND LAYING ON THE GROUND BY MR. B.J. RIOPELLE,
 PE2435'MAINE HIGHWAY COMMISSION SURVEY DIVISION, WHO RE-CEMENTED IT IN
 PE2435'THE DRILL HOLE IN FEB., 1971).  AFTER CHECKING RM DISTANCES,
 PE2435'NEW SURFACE AND UNDERGROUND STATION MARKS WERE SET.  A COMPLETE
 PE2435'DESCRIPTION FOLLOWS--
 PE2435'
 PE2435'STATION IS LOCATED ABOUT 1/4-MILE SOUTH OF STATE HIGHWAY 197 AND
 PE2435'200 YARDS EAST OF STATE HIGHWAY, ON PROPERTY OWNED BY MRS. ELEANOR
 PE2435'PERRY, WHO LIVES ABOUT 0.2 MILE NORTH OF STATION.  IT IS ON A
 PE2435'KNOLL NEAR SOUTH END OF LARGE, OPEN, BLUEBERRY FIELD, AND ON EAST
 PE2435'SIDE OF A STONE FENCE.
 PE2435'
 PE2435'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 24 AND 197 IN
 PE2435'RICHMOND, GO NORTHERLY ON HIGHWAYS 24 AND 197 FOR 0.45 MILE.  TAKE
 PE2435'RIGHT FORK AND FOLLOW HIGHWAY 197 FOR 1.1 MILES TO CROSSROAD.  TURN
 PE2435'RIGHT AND GO SOUTH ON STATE HIGHWAY 128 FOR 0.2 MILE.  GO LEFT,
 PE2435'EAST, ON FIELD ROAD FOR 0.15 MILE TO STONE FENCE AND STATION JUST
 PE2435'BEYOND.
 PE2435'
 PE2435'STATION MARK IS A STANDARD DISK STAMPED HOUDLETTE 1868 1971,
 PE2435'SET IN THE TOP OF A 10-INCH-DIAMETER, CONCRETE MONUMENT FLUSH
 PE2435'WITH GROUND.  30 FEET NORTH OF TREE LINE, 72 FEET EAST OF THE
 PE2435'STONE FENCE, AND 3.3 FEET WEST-SOUTHWEST OF A METAL WITNESS POST.
 PE2435'
 PE2435'UNDERGROUND MARK IS A STANDARD DISK STAMPED HOUDLETTE 1868 1971,
 PE2435'SET IN CONCRETE 3 FEET BELOW GROUND SURFACE.
 PE2435'
 PE2435'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED HOUDLETTE
 PE2435'NO 1 1868 1913, CEMENTED IN A DRILL HOLE IN A 5-FOOT BOULDER
 PE2435'PROJECTING 2 FEET FROM GROUND.  25 FEET SOUTH INSIDE TIMBER LINE,
 PE2435'59 FEET EAST OF A STONE FENCE CORNER AND ABOUT 1 FOOT LOWER THAN
 PE2435'STATION MARK.
 PE2435'
 PE2435'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED HOUDLETTE
 PE2435'NO 2 1868 1933, CEMENTED IN A DRILL HOLE IN A SMALL BOULDER
 PE2435'PROJECTING 10 INCHES FROM GROUND, 25 FEET SOUTH, INSIDE TIMBER
 PE2435'LINE.  NOTE--THE 1933 DESCRIPTION ERRONEOUSLY STATES THAT THIS
 PE2435'MARK IS NORTHWEST OF THE STATION.
 PE2435'
 PE2435'DISTANCE FROM RM NO. 1 TO RM NO. 2 IS 12.523 METERS 41.087 FEET.
 PE2435'
 PE2435'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PE2435'1-1/2 MILES E OF RICHMOND.
 PE2435
 PE2435                          STATION RECOVERY (1972)
 PE2435
 PE2435'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1972 (BJR)
 PE2435'R.M. 1 AND 2 NOT FOUND, TOO MUCH SNOW.  HOUDLETTE, VERY POOR.
 PE2435'
 PE2435'THE BOULDER AND SAND CEMENT AROUND THE STATION ARE BROKEN APART AND
 PE2435'CRUMBLING.  THE PLAQUE WAS FOUND LYING ON THE GROUND BESIDE THE
 PE2435'STATION.  THE PLAQUE WAS REPLACED.
 PE2435
 PE2435                          STATION RECOVERY (1974)
 PE2435
 PE2435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RCA)
 PE2435'THE STATION MARK AND REFERENCE MARKS, NUMBERS 1 AND 2, WERE
 PE2435'RECOVERED AS DESCRIBED BY L.F. SMITH IN 1971.  THE MARKS WERE
 PE2435'FOUND TO BE IN GOOD CONDITION.
 PE2435'
 PE2435'THE DESCRIPTION TO REACH THE STATION WAS FOUND TO BE ADEQUATE.
 PE2435'
 PE2435'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 PE2435'
 PE2435'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PE2435'1-1/2 MILES E OF RICHMOND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0032 ***********************************************************************
 RE0032  DESIGNATION -  HOULTON
 RE0032  PID         -  RE0032
 RE0032  STATE/COUNTY-  ME/AROOSTOOK
 RE0032  USGS QUAD   -  HOULTON NORTH (1984)
 RE0032
 RE0032                         *CURRENT SURVEY CONTROL
 RE0032  ___________________________________________________________________
 RE0032* NAD 83(1996)-  46 07 50.12030(N)    067 51 42.69155(W)     ADJUSTED  
 RE0032* NAVD 88     -       146.943  (meters)     482.10   (feet)  ADJUSTED  
 RE0032  ___________________________________________________________________
 RE0032  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 RE0032  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 RE0032  DYNAMIC HT  -         146.952 (meters)     482.12  (feet)  COMP
 RE0032  MODELED GRAV-     980,673.4   (mgal)                       NAVD 88
 RE0032
 RE0032  HORZ ORDER  -  SECOND
 RE0032  VERT ORDER  -  FIRST     CLASS II
 RE0032
 RE0032.The horizontal coordinates were established by classical geodetic methods
 RE0032.and adjusted by the National Geodetic Survey in March 1998..
 RE0032
 RE0032.The orthometric height was determined by differential leveling
 RE0032.and adjusted by the National Geodetic Survey in June 1991..
 RE0032
 RE0032.The Laplace correction was computed from DEFLEC99 derived deflections.
 RE0032
 RE0032.The geoid height was determined by GEOID03.
 RE0032
 RE0032.The dynamic height is computed by dividing the NAVD 88
 RE0032.geopotential number by the normal gravity value computed on the
 RE0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0032.degrees latitude (g = 980.6199 gals.).
 RE0032
 RE0032.The modeled gravity was interpolated from observed gravity values.
 RE0032
 RE0032;                    North         East     Units Scale Factor Converg.
 RE0032;SPC ME E     -   273,985.781   349,311.134   MT  0.99992988   +0 27 36.2
 RE0032;UTM  19      - 5,109,186.572   587,921.133   MT  0.99969503   +0 49 14.0
 RE0032
 RE0032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RE0032!SPC ME E     -   0.99998066  x   0.99992988  =   0.99991054
 RE0032!UTM  19      -   0.99998066  x   0.99969503  =   0.99967570
 RE0032
 RE0032:                Primary Azimuth Mark                     Grid Az
 RE0032:SPC ME E     -  HOULTON MAINE ST POLICE MAST             023 56 40.3
 RE0032:UTM  19      -  HOULTON MAINE ST POLICE MAST             023 35 02.5
 RE0032
 RE0032|---------------------------------------------------------------------|
 RE0032| PID    Reference Object                     Distance      Geod. Az  |
 RE0032|                                                           dddmmss.s |
 RE0032| RE0697 HOULTON MAINE ST POLICE MAST        APPROX. 3.9 KM 0242416.5 |
 RE0032| RE0696 HOULTON RADIO STA WHOU MAST         APPROX. 2.3 KM 0430909.8 |
 RE0032| RE0703 HOULTON TV INC MAST                 APPROX. 3.1 KM 1142324.5 |
 RE0032| RE0033 HOULTON RM 1                         14.152 METERS 18506     |
 RE0032| RE0031 HOULTON RM 2                         11.845 METERS 32309     |
 RE0032|---------------------------------------------------------------------|
 RE0032
 RE0032                          SUPERSEDED SURVEY CONTROL
 RE0032
 RE0032  NAD 83(1992)-  46 07 50.11724(N)    067 51 42.69137(W) AD(       ) 2
 RE0032  NAD 83(1986)-  46 07 50.12276(N)    067 51 42.71943(W) AD(       ) 2
 RE0032  NAD 27      -  46 07 49.92970(N)    067 51 44.66010(W) AD(       ) 2
 RE0032  NGVD 29 (??/??/92)  147.378  (m)          483.52   (f) ADJ UNCH    1 2
 RE0032
 RE0032.Superseded values are not recommended for survey control.
 RE0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0032.See file dsdata.txt to determine how the superseded data were derived.
 RE0032
 RE0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM8792109187(NAD 83)
 RE0032_MARKER: DS = TRIANGULATION STATION DISK
 RE0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RE0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RE0032_STAMPING: HOULTON 1959
 RE0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RE0032+STABILITY: SURFACE MOTION
 RE0032
 RE0032  HISTORY     - Date     Condition        Report By
 RE0032  HISTORY     - 1959     MONUMENTED       CGS
 RE0032  HISTORY     - 1959     GOOD             CGS
 RE0032  HISTORY     - 1972     SEE DESCRIPTION  MEDT
 RE0032  HISTORY     - 1978     GOOD             NGS
 RE0032  HISTORY     - 1981     POOR             MEDT
 RE0032
 RE0032                          STATION DESCRIPTION
 RE0032
 RE0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (HRL)
 RE0032'STATION IS LOCATED ABOUT 1 MILE WEST OF HOULTON AT THE WEST EDGE
 RE0032'OF A LARGE CEMETERY.  STATION IS 49 FEET WEST OF THE CENTER OF THE
 RE0032'MOST WESTERLY ROAD IN CEMETERY, 21 FEET WEST OF WEST EDGE OF
 RE0032'CEMETERY AND 4 FEET EAST OF WITNESS POST.  THE MARK IS A STANDARD
 RE0032'DISK SET IN A 12X12 INCH CONCRETE MONUMENT WHICH PROJECTS ABOUT
 RE0032'3 INCHES AND THE DISK IS STAMPED HOULTON 1959.
 RE0032'
 RE0032'REFERENCE MARK NO. 1 IS 23 FEET NORTHEAST OF THE EDGE OF A GRAVEL
 RE0032'PIT.  THE MARK IS A STANDARD DISK SET IN A 12X12 INCH CONCRETE
 RE0032'MONUMENT WHICH PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED
 RE0032'HOULTON NO-1 1959.
 RE0032'
 RE0032'REFERENCE MARK NO. 2 IS 40 FEET WEST SOUTHWEST OF THE SOUTHWEST
 RE0032'CORNER OF A BURIAL VAULT.  THE MARK IS A STANDARD DISK SET IN A
 RE0032'12X12 INCH CONCRETE MONUMENT WHICH PROJECTS ABOUT 4 INCHES AND
 RE0032'THE DISK IS STAMPED HOULTON NO-2 1959.
 RE0032'
 RE0032'TO REACH STATION FROM THE TRAFFIC CIRCLE IN HOULTON GO NORTH ON
 RE0032'U.S. HIGHWAY 1 AND 2 FOR 0.15 MILE TO THE JUNCTION OF THE TWO
 RE0032'HIGHWAYS.  TURN LEFT AND GO WEST ON U.S. HIGHWAY 2 FOR 1.0 MILE
 RE0032'TO THE MOST WESTERLY ROAD LEADING INTO CEMETERY.  TURN RIGHT AND
 RE0032'GO NORTH FOR 0.1 MILE TO A T INTERSECTION AT THE NORTH EDGE OF
 RE0032'CEMETERY.  TURN LEFT UP HILL AND GO 0.05 MILE TO MOST WESTERLY
 RE0032'ROAD IN CEMETERY.  TURN LEFT FOR ABOUT 20 YARDS TO STATION ON THE
 RE0032'RIGHT AS DESCRIBED.
 RE0032'
 RE0032'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 RE0032
 RE0032                          STATION RECOVERY (1959)
 RE0032
 RE0032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 RE0032'1.1 MI W FROM HOULTON.
 RE0032'ABOUT 0.9 MILE WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION
 RE0032'U.S. HIGHWAY 1 AT HOULTON, THENCE 0.2 MILE NORTH UPHILL THRU
 RE0032'CEMETERY TO MOST WESTERLY EDGE OF CEMETERY, 49 FEET WEST OF THE
 RE0032'CENTERLINE OF ROAD IN CEMETERY, 21 FEET WEST OF WEST EDGE OF
 RE0032'CEMETERY, 4 FEET EAST OF A WHITE METAL WITNESS POST, SET IN TOP
 RE0032'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND.
 RE0032'(NEAR A LARGE BURIAL VAULT OF GEORGE GENTLE)
 RE0032
 RE0032                          STATION RECOVERY (1972)
 RE0032
 RE0032'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1972 (BJR)
 RE0032'HOULTON (1959) FAIR MARK LEANS TO THE EAST
 RE0032'
 RE0032'RM 1 GOOD
 RE0032'
 RE0032'RM 2 NOT FOUND APPEARS TO BE DESTROYED BY LAND FILL.
 RE0032
 RE0032                          STATION RECOVERY (1978)
 RE0032
 RE0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 RE0032'RECOVERED IN GOOD CONDITION.
 RE0032
 RE0032                          STATION RECOVERY (1981)
 RE0032
 RE0032'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1981 (BJR)
 RE0032'HOULTON - 1959 FOUND LEANING SLIGHTLY TO EAST.
 RE0032'
 RE0032'HOULTON NO. 2 - 1959 FOUND, TOLD MARK HAD BEEN MOVED, NOT POINTING
 RE0032'TO STATION MARK.
 RE0032'
 RE0032'HOULTON NO. 2 - 1959 NOT FOUND.
 RE0032'
 RE0032'NOTE--INFORMATION FROM RECOVERY NOTE BY NLC, 1975.  ACCURATE BY
 RE0032'BJR 1981.
 RE0032'
 RE0032'MDOT REQUEST FOR MOVING OF MARK 4-16-81.
 RE0032'
 RE0032'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1 MI. WEST OF
 RE0032'HOULTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0706 ***********************************************************************
 RE0706  DESIGNATION -  HOULTON BORDER PATROL RAD MAST
 RE0706  PID         -  RE0706
 RE0706  STATE/COUNTY-  ME/AROOSTOOK
 RE0706  USGS QUAD   -  HOULTON SOUTH (1984)
 RE0706
 RE0706                         *CURRENT SURVEY CONTROL
 RE0706  ___________________________________________________________________
 RE0706* NAD 83(1996)-  46 06 44.46670(N)    067 46 55.08835(W)     ADJUSTED  
 RE0706* NAVD 88     -                                                        
 RE0706  ___________________________________________________________________
 RE0706  LAPLACE CORR-           3.63  (seconds)                    DEFLEC99
 RE0706  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 RE0706
 RE0706  HORZ ORDER  -  THIRD
 RE0706
 RE0706.The horizontal coordinates were established by classical geodetic methods
 RE0706.and adjusted by the National Geodetic Survey in March 1998..
 RE0706
 RE0706
 RE0706.The Laplace correction was computed from DEFLEC99 derived deflections.
 RE0706
 RE0706.The geoid height was determined by GEOID03.
 RE0706
 RE0706;                    North         East     Units Scale Factor Converg.
 RE0706;SPC ME E     -   272,011.540   355,502.762   MT  0.99993786   +0 31 03.0
 RE0706;UTM  19      - 5,107,251.771   594,123.619   MT  0.99970891   +0 52 40.4
 RE0706
 RE0706                          SUPERSEDED SURVEY CONTROL
 RE0706
 RE0706  NAD 83(1992)-  46 06 44.46452(N)    067 46 55.08920(W) AD(       ) 4
 RE0706  NAD 83(1986)-  46 06 44.46876(N)    067 46 55.11438(W) AD(       ) 4
 RE0706  NAD 27      -  46 06 44.27400(N)    067 46 57.05700(W) AD(       ) 3
 RE0706
 RE0706.Superseded values are not recommended for survey control.
 RE0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0706.See file dsdata.txt to determine how the superseded data were derived.
 RE0706
 RE0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM9412407252(NAD 83)
 RE0706
 RE0706  HISTORY     - Date     Condition        Report By
 RE0706  HISTORY     - 1959     MONUMENTED       CGS
 RE0706
 RE0706                          STATION DESCRIPTION
 RE0706
 RE0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (HRL)
 RE0706'STATION IS LOCATED ON TOP OF HOVEY HILL WHICH IS ABOUT 3 MILES
 RE0706'EAST-SOUTHEAST OF HOULTON AND AT THE EXTREME SOUTHEAST CORNER
 RE0706'OF THE HOULTON INTERNATIONAL AIRPORT.  STATION IS OF STEEL
 RE0706'CONSTRUCTION ABOUT 70 FEET HIGH.  THE POINT INTERSECTED WAS THE
 RE0706'LIGHT ON TOP OF MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0694 ***********************************************************************
 RE0694  DESIGNATION -  HOULTON GARRISON HILL FLAGPOLE
 RE0694  PID         -  RE0694
 RE0694  STATE/COUNTY-  ME/AROOSTOOK
 RE0694  USGS QUAD   -  HOULTON NORTH (1984)
 RE0694
 RE0694                         *CURRENT SURVEY CONTROL
 RE0694  ___________________________________________________________________
 RE0694* NAD 83(1996)-  46 07 44.21123(N)    067 48 52.53615(W)     ADJUSTED  
 RE0694* NAVD 88     -                                                        
 RE0694  ___________________________________________________________________
 RE0694  LAPLACE CORR-           3.63  (seconds)                    DEFLEC99
 RE0694  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 RE0694
 RE0694  HORZ ORDER  -  THIRD
 RE0694
 RE0694.The horizontal coordinates were established by classical geodetic methods
 RE0694.and adjusted by the National Geodetic Survey in March 1998..
 RE0694
 RE0694
 RE0694.The Laplace correction was computed from DEFLEC99 derived deflections.
 RE0694
 RE0694.The geoid height was determined by GEOID03.
 RE0694
 RE0694;                    North         East     Units Scale Factor Converg.
 RE0694;SPC ME E     -   273,833.764   352,965.043   MT  0.99993447   +0 29 38.8
 RE0694;UTM  19      - 5,109,057.578   591,575.074   MT  0.99970309   +0 51 16.6
 RE0694
 RE0694                          SUPERSEDED SURVEY CONTROL
 RE0694
 RE0694  NAD 83(1992)-  46 07 44.20843(N)    067 48 52.53648(W) AD(       ) 4
 RE0694  NAD 83(1986)-  46 07 44.21429(N)    067 48 52.56424(W) AD(       ) 4
 RE0694  NAD 27      -  46 07 44.02400(N)    067 48 54.50900(W) AD(       ) 3
 RE0694
 RE0694.Superseded values are not recommended for survey control.
 RE0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0694.See file dsdata.txt to determine how the superseded data were derived.
 RE0694
 RE0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM9157509058(NAD 83)
 RE0694
 RE0694  HISTORY     - Date     Condition        Report By
 RE0694  HISTORY     - 1959     MONUMENTED       CGS
 RE0694
 RE0694                          STATION DESCRIPTION
 RE0694
 RE0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (HRL)
 RE0694'STATION IS AT THE EAST EDGE OF HOULTON, ON THE TOP OF A HILL
 RE0694'THAT IS A LOCAL HISTORICAL PARK, KNOWN AS GARRISON HILL.  THE
 RE0694'FLAG POLE IS A STEEL POLE ABOUT 50 FEET HIGH WITH A ROUND BALL
 RE0694'ON THE TOP AND IS ANCHORED IN A LARGE CONCRETE BLOCK, IN THE
 RE0694'CENTER OF A CIRCULAR DRIVEWAY.
 RE0694'
 RE0694'TO REACH FROM THE POST OFFICE IN HOULTON, GO EAST ON MILITARY
 RE0694'AVE. FOR 1.3 MILES TO A SIDE ROAD TO THE LEFT..  THENCE LEFT ON
 RE0694'GRAVELED ROAD TO THE TOP OF HILL AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0697 ***********************************************************************
 RE0697  DESIGNATION -  HOULTON MAINE ST POLICE MAST
 RE0697  PID         -  RE0697
 RE0697  STATE/COUNTY-  ME/AROOSTOOK
 RE0697  USGS QUAD   -  HOULTON NORTH (1984)
 RE0697
 RE0697                         *CURRENT SURVEY CONTROL
 RE0697  ___________________________________________________________________
 RE0697* NAD 83(1996)-  46 09 45.17433(N)    067 50 27.56083(W)     ADJUSTED  
 RE0697* NAVD 88     -                                                        
 RE0697  ___________________________________________________________________
 RE0697  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 RE0697  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 RE0697
 RE0697  HORZ ORDER  -  THIRD
 RE0697
 RE0697.The horizontal coordinates were established by classical geodetic methods
 RE0697.and adjusted by the National Geodetic Survey in March 1998..
 RE0697
 RE0697
 RE0697.The Laplace correction was computed from DEFLEC99 derived deflections.
 RE0697
 RE0697.The geoid height was determined by GEOID03.
 RE0697
 RE0697;                    North         East     Units Scale Factor Converg.
 RE0697;SPC ME E     -   277,551.004   350,894.330   MT  0.99993183   +0 28 31.3
 RE0697;UTM  19      - 5,112,760.851   589,481.494   MT  0.99969843   +0 50 09.8
 RE0697
 RE0697                          SUPERSEDED SURVEY CONTROL
 RE0697
 RE0697  NAD 83(1992)-  46 09 45.17097(N)    067 50 27.56111(W) AD(       ) 4
 RE0697  NAD 83(1986)-  46 09 45.17735(N)    067 50 27.59001(W) AD(       ) 4
 RE0697  NAD 27      -  46 09 44.98900(N)    067 50 29.53600(W) AD(       ) 3
 RE0697
 RE0697.Superseded values are not recommended for survey control.
 RE0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0697.See file dsdata.txt to determine how the superseded data were derived.
 RE0697
 RE0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM8948112761(NAD 83)
 RE0697
 RE0697  HISTORY     - Date     Condition        Report By
 RE0697  HISTORY     - 1959     MONUMENTED       CGS
 RE0697
 RE0697                          STATION DESCRIPTION
 RE0697
 RE0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (HRL)
 RE0697'STATION IS A SMALL RADIO MAST, OF METAL CONSTRUCTION, ABOUT 185
 RE0697'FEET HIGH, WITH A ROD ANTENNA EXTENDING ABOUT 4 FEET ABOVE THE
 RE0697'TOP OF THE MAST.  THE FLASHING RED LIGHT AT THE TOP OF THE MAST
 RE0697'WAS THE POINT INTERSECTED.
 RE0697'
 RE0697'IT IS LOCATED ABOUT 2 MILES NORTH OF HOULTON NEAR U.S. HIGHWAY
 RE0697'NO. 1 AND TO THE REAR OF THE MAINE STATE POLICE BARRACKS, TROOP
 RE0697'F.  IT IS 2.85 MILE BY ROAD FROM THE POST OFFICE IN HOULTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0696 ***********************************************************************
 RE0696  DESIGNATION -  HOULTON RADIO STA WHOU MAST
 RE0696  PID         -  RE0696
 RE0696  STATE/COUNTY-  ME/AROOSTOOK
 RE0696  USGS QUAD   -  HOULTON NORTH (1984)
 RE0696
 RE0696                         *CURRENT SURVEY CONTROL
 RE0696  ___________________________________________________________________
 RE0696* NAD 83(1996)-  46 08 43.60278(N)    067 50 30.54606(W)     ADJUSTED  
 RE0696* NAVD 88     -                                                        
 RE0696  ___________________________________________________________________
 RE0696  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 RE0696  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 RE0696
 RE0696  HORZ ORDER  -  THIRD
 RE0696
 RE0696.The horizontal coordinates were established by classical geodetic methods
 RE0696.and adjusted by the National Geodetic Survey in March 1998..
 RE0696
 RE0696
 RE0696.The Laplace correction was computed from DEFLEC99 derived deflections.
 RE0696
 RE0696.The geoid height was determined by GEOID03.
 RE0696
 RE0696;                    North         East     Units Scale Factor Converg.
 RE0696;SPC ME E     -   275,649.573   350,846.039   MT  0.99993177   +0 28 28.7
 RE0696;UTM  19      - 5,110,859.597   589,445.181   MT  0.99969835   +0 50 06.8
 RE0696
 RE0696                          SUPERSEDED SURVEY CONTROL
 RE0696
 RE0696  NAD 83(1992)-  46 08 43.59964(N)    067 50 30.54625(W) AD(       ) 4
 RE0696  NAD 83(1986)-  46 08 43.60541(N)    067 50 30.57435(W) AD(       ) 4
 RE0696  NAD 27      -  46 08 43.41400(N)    067 50 32.51800(W) AD(       ) 3
 RE0696
 RE0696.Superseded values are not recommended for survey control.
 RE0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0696.See file dsdata.txt to determine how the superseded data were derived.
 RE0696
 RE0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM8944510860(NAD 83)
 RE0696
 RE0696  HISTORY     - Date     Condition        Report By
 RE0696  HISTORY     - 1959     MONUMENTED       CGS
 RE0696
 RE0696                          STATION DESCRIPTION
 RE0696
 RE0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (HRL)
 RE0696'STATION IS A METAL MAST ABOUT 155 FEET HIGH.  IT IS ABOUT 1
 RE0696'MILE NORTH OF HOULTON AND ABOUT 300 FEET WEST OF U.S. HIGHWAY
 RE0696'NO. 1 AND THE TRANSMITTER BUILDING.  FROM THE POST OFFICE IN
 RE0696'HOULTON, FOLLOW U.S. HIGHWAY NO. 1 FOR 1.7 MILES TO THE STUDIO
 RE0696'AND TRANSMITTER BUILDING ON THE LEFT AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0704 ***********************************************************************
 RE0704  DESIGNATION -  HOULTON RCAG RADIO TOWER
 RE0704  PID         -  RE0704
 RE0704  STATE/COUNTY-  ME/AROOSTOOK
 RE0704  USGS QUAD   -  HOULTON SOUTH (1984)
 RE0704
 RE0704                         *CURRENT SURVEY CONTROL
 RE0704  ___________________________________________________________________
 RE0704* NAD 83(1996)-  46 02 16.02628(N)    067 51 04.00547(W)     ADJUSTED  
 RE0704* NAVD 88     -                                                        
 RE0704  ___________________________________________________________________
 RE0704  LAPLACE CORR-           3.39  (seconds)                    DEFLEC99
 RE0704  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 RE0704
 RE0704  HORZ ORDER  -  THIRD
 RE0704
 RE0704.The horizontal coordinates were established by classical geodetic methods
 RE0704.and adjusted by the National Geodetic Survey in March 1998..
 RE0704
 RE0704
 RE0704.The Laplace correction was computed from DEFLEC99 derived deflections.
 RE0704
 RE0704.The geoid height was determined by GEOID03.
 RE0704
 RE0704;                    North         East     Units Scale Factor Converg.
 RE0704;SPC ME E     -   263,678.132   350,225.670   MT  0.99993100   +0 28 01.5
 RE0704;UTM  19      - 5,098,887.291   588,900.226   MT  0.99969716   +0 49 37.3
 RE0704
 RE0704                          SUPERSEDED SURVEY CONTROL
 RE0704
 RE0704  NAD 83(1992)-  46 02 16.02394(N)    067 51 04.00508(W) AD(       ) 4
 RE0704  NAD 83(1986)-  46 02 16.02937(N)    067 51 04.02845(W) AD(       ) 4
 RE0704  NAD 27      -  46 02 15.82800(N)    067 51 05.95600(W) AD(       ) 3
 RE0704
 RE0704.Superseded values are not recommended for survey control.
 RE0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0704.See file dsdata.txt to determine how the superseded data were derived.
 RE0704
 RE0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL8890098887(NAD 83)
 RE0704
 RE0704  HISTORY     - Date     Condition        Report By
 RE0704  HISTORY     - 1959     MONUMENTED       CGS
 RE0704
 RE0704                          STATION DESCRIPTION
 RE0704
 RE0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (HRL)
 RE0704'STATION IS A RADIO TOWER, ABOUT 75 FEET HIGH, PAINTED WITH
 RE0704'ALTERNATE BANDS OF RED AND WHITE, WITH A RED WARNING LIGHT ON
 RE0704'THE TOP.  IT IS THE MOST EASTERLY OF TWO TOWERS WHICH ARE
 RE0704'IDENTICAL WITH THE EXCEPTION THAT THE WESTERLY TOWER IS
 RE0704'UNPAINTED AND UNLIGHTED AND ABOUT 40 FEET FROM THE SUBJECT
 RE0704'TOWER.  THE RED LIGHT ON THE TOP WAS THE POINT INTERSECTED.
 RE0704'
 RE0704'THE STATION IS ON THE TOP OF A GRASSY RIDGE, IN A FENCED IN AREA
 RE0704'WHICH INCLOSES THE AREA OF THE TWO TOWERS AND A TRANSMITTER
 RE0704'BUILDING.  IT IS ABOUT 6 MILES SOUTH OF HOULTON AND 0.4 MILES
 RE0704'EAST OF HODGDON CORNERS.  IT MAY BE REACHED FROM THE CAUTION
 RE0704'LIGHT IN HODGDON CORNERS BY GOING EAST ON A GRAVELED ROAD FOR
 RE0704'0.3 MILE TO A GRAVELED ROAD TO THE RIGHT.  THENCE TURN RIGHT AND
 RE0704'FOLLOW GRAVELED WINDING ROAD FOR 0.4 MILE TO THE TOP OF HILL
 RE0704'AND STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0033 ***********************************************************************
 RE0033  DESIGNATION -  HOULTON RM 1
 RE0033  PID         -  RE0033
 RE0033  STATE/COUNTY-  ME/AROOSTOOK
 RE0033  USGS QUAD   -  HOULTON NORTH (1984)
 RE0033
 RE0033                         *CURRENT SURVEY CONTROL
 RE0033  ___________________________________________________________________
 RE0033* NAD 83(1986)-  46 07 52.     (N)    067 51 46.     (W)     SCALED    
 RE0033* NAVD 88     -       146.828  (meters)     481.72   (feet)  ADJUSTED  
 RE0033  ___________________________________________________________________
 RE0033  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 RE0033  DYNAMIC HT  -         146.837 (meters)     481.75  (feet)  COMP
 RE0033  MODELED GRAV-     980,673.2   (mgal)                       NAVD 88
 RE0033
 RE0033  VERT ORDER  -  FIRST     CLASS II
 RE0033
 RE0033.The horizontal coordinates were scaled from a topographic map and have
 RE0033.an estimated accuracy of +/- 6 seconds.
 RE0033
 RE0033.The orthometric height was determined by differential leveling
 RE0033.and adjusted by the National Geodetic Survey in June 1991..
 RE0033
 RE0033.The geoid height was determined by GEOID03.
 RE0033
 RE0033.The dynamic height is computed by dividing the NAVD 88
 RE0033.geopotential number by the normal gravity value computed on the
 RE0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0033.degrees latitude (g = 980.6199 gals.).
 RE0033
 RE0033.The modeled gravity was interpolated from observed gravity values.
 RE0033
 RE0033;                    North         East    Units  Estimated Accuracy
 RE0033;SPC ME E     -   274,040.      349,240.      MT  (+/- 180 meters Scaled)
 RE0033
 RE0033                          SUPERSEDED SURVEY CONTROL
 RE0033
 RE0033  NGVD 29 (??/??/92)  147.506  (m)          483.94   (f) ADJ UNCH    1 2
 RE0033
 RE0033.Superseded values are not recommended for survey control.
 RE0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0033.See file dsdata.txt to determine how the superseded data were derived.
 RE0033
 RE0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM878092(NAD 83)
 RE0033_MARKER: DR = REFERENCE MARK DISK
 RE0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RE0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RE0033_STAMPING: HOULTON NO 1 1959
 RE0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RE0033+STABILITY: SURFACE MOTION
 RE0033
 RE0033  HISTORY     - Date     Condition        Report By
 RE0033  HISTORY     - 1959     MONUMENTED       CGS
 RE0033  HISTORY     - 1978     GOOD             NGS
 RE0033
 RE0033                          STATION DESCRIPTION
 RE0033
 RE0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RE0033'1.1 MI W FROM HOULTON.
 RE0033'ABOUT 0.9 MILE WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION
 RE0033'U.S. HIGHWAY 1 AT HOULTON, THENCE 0.2 MILE NORTH UPHILL THRU
 RE0033'CEMETERY TO MOST WESTERLY EDGE OF CEMETERY, 23 FEET NORTHEAST
 RE0033'OF THE EDGE OF A GRAVEL PIT, 46.4 SOUTH OF THE STATION, SET IN
 RE0033'A CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND.
 RE0033
 RE0033                          STATION RECOVERY (1978)
 RE0033
 RE0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 RE0033'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0031 ***********************************************************************
 RE0031  DESIGNATION -  HOULTON RM 2
 RE0031  PID         -  RE0031
 RE0031  STATE/COUNTY-  ME/AROOSTOOK
 RE0031  USGS QUAD   -  HOULTON NORTH (1984)
 RE0031
 RE0031                         *CURRENT SURVEY CONTROL
 RE0031  ___________________________________________________________________
 RE0031* NAD 83(1986)-  46 07 50.     (N)    067 51 41.     (W)     SCALED    
 RE0031* NAVD 88     -       145.567  (meters)     477.58   (feet)  POSTED    
 RE0031  ___________________________________________________________________
 RE0031  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 RE0031  DYNAMIC HT  -         145.580 (meters)     477.62  (feet)  COMP
 RE0031  MODELED GRAV-     980,673.4   (mgal)                       NAVD 88
 RE0031
 RE0031  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 RE0031
 RE0031.The horizontal coordinates were scaled from a topographic map and have
 RE0031.an estimated accuracy of +/- 6 seconds.
 RE0031
 RE0031.The orthometric height was determined by differential leveling
 RE0031.and adjusted by the National Geodetic Survey in 1992..
 RE0031.No vertical observational check was made to the station.
 RE0031.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 RE0031.was located on a no-check spur therefore a value was not computed.
 RE0031
 RE0031.The geoid height was determined by GEOID03.
 RE0031
 RE0031.The dynamic height is computed by dividing the NAVD 88
 RE0031.geopotential number by the normal gravity value computed on the
 RE0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0031.degrees latitude (g = 980.6199 gals.).
 RE0031
 RE0031.The modeled gravity was interpolated from observed gravity values.
 RE0031
 RE0031;                    North         East    Units  Estimated Accuracy
 RE0031;SPC ME E     -   273,980.      349,350.      MT  (+/- 180 meters Scaled)
 RE0031
 RE0031                          SUPERSEDED SURVEY CONTROL
 RE0031
 RE0031  NGVD 29 (??/??/92)  145.759  (m)          478.21   (f) ADJ UNCH    2 0
 RE0031
 RE0031.Superseded values are not recommended for survey control.
 RE0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0031.See file dsdata.txt to determine how the superseded data were derived.
 RE0031
 RE0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM879091(NAD 83)
 RE0031_MARKER: DR = REFERENCE MARK DISK
 RE0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RE0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RE0031_STAMPING: HOULTON NO 2 1959
 RE0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RE0031+STABILITY: SURFACE MOTION
 RE0031
 RE0031  HISTORY     - Date     Condition        Report By
 RE0031  HISTORY     - 1959     MONUMENTED       CGS
 RE0031  HISTORY     - 1978     MARK NOT FOUND   NGS
 RE0031
 RE0031                          STATION DESCRIPTION
 RE0031
 RE0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RE0031'1.1 MI W FROM HOULTON.
 RE0031'ABOUT 0.9 MILE WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION
 RE0031'U.S. HIGHWAY 1 AT HOULTON, THENCE 0.2 MILE NORTH UPHILL THRU
 RE0031'CEMETERY TO MOST WESTERLY EDGE OF CEMETERY, 40 FEET WEST
 RE0031'SOUTHWEST OF THE SOUTHWEST CORNER OF A BURIAL VAULT, 38.9 FEET
 RE0031'NORTHWEST OF THE STATION, SET IN A CONCRETE POST PROJECTING
 RE0031'4 INCHES ABOVE THE LEVEL OF THE GROUND.
 RE0031
 RE0031                          STATION RECOVERY (1978)
 RE0031
 RE0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 RE0031'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0703 ***********************************************************************
 RE0703  DESIGNATION -  HOULTON TV INC MAST
 RE0703  PID         -  RE0703
 RE0703  STATE/COUNTY-  ME/AROOSTOOK
 RE0703  USGS QUAD   -  HOULTON SOUTH (1984)
 RE0703
 RE0703                         *CURRENT SURVEY CONTROL
 RE0703  ___________________________________________________________________
 RE0703* NAD 83(1996)-  46 07 08.35855(N)    067 49 30.31086(W)     ADJUSTED  
 RE0703* NAVD 88     -                                                        
 RE0703  ___________________________________________________________________
 RE0703  LAPLACE CORR-           3.47  (seconds)                    DEFLEC99
 RE0703  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 RE0703
 RE0703  HORZ ORDER  -  THIRD
 RE0703
 RE0703.The horizontal coordinates were established by classical geodetic methods
 RE0703.and adjusted by the National Geodetic Survey in March 1998..
 RE0703
 RE0703
 RE0703.The Laplace correction was computed from DEFLEC99 derived deflections.
 RE0703
 RE0703.The geoid height was determined by GEOID03.
 RE0703
 RE0703;                    North         East     Units Scale Factor Converg.
 RE0703;SPC ME E     -   272,719.949   352,163.595   MT  0.99993344   +0 29 11.3
 RE0703;UTM  19      - 5,107,939.002   590,780.833   MT  0.99970131   +0 50 48.9
 RE0703
 RE0703                          SUPERSEDED SURVEY CONTROL
 RE0703
 RE0703  NAD 83(1992)-  46 07 08.35588(N)    067 49 30.31104(W) AD(       ) 4
 RE0703  NAD 83(1986)-  46 07 08.36117(N)    067 49 30.33821(W) AD(       ) 4
 RE0703  NAD 27      -  46 07 08.16500(N)    067 49 32.28600(W) AD(       ) 3
 RE0703
 RE0703.Superseded values are not recommended for survey control.
 RE0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0703.See file dsdata.txt to determine how the superseded data were derived.
 RE0703
 RE0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM9078107939(NAD 83)
 RE0703
 RE0703  HISTORY     - Date     Condition        Report By
 RE0703  HISTORY     - 1959     MONUMENTED       CGS
 RE0703
 RE0703                          STATION DESCRIPTION
 RE0703
 RE0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (HRL)
 RE0703'STATION IS LOCATED AT THE SOUTHEAST EDGE OF HOULTON.  IT IS
 RE0703'ABOUT 250 FEET HIGH, SILVER COLORED WITH SEVERAL TELEVISION
 RE0703'ANTENNAS MOUNTED AT VARIOUS HEIGHTS.  THE BASE OF THE MAST IS
 RE0703'ANCHORED TO A LARGE CONCRETE BLOCK.  THE STATION MAY BE REACHED
 RE0703'FROM THE POST OFFICE IN HOULTON BY GOING SOUTH ON COURT STREET
 RE0703'FOR 0.5 MILE TO FRANKLIN AVE.  THENCE LEFT OR EAST ON FRANKLIN
 RE0703'AVE. FOR 0.6 MILE TO A T-INTERSECTION OF STREETS.  TURN RIGHT
 RE0703'OR SOUTH AND GO 0.05 MILE TO RESERVOIR STREET.  THENCE LEFT OR
 RE0703'EAST ON RESERVOIR STREET, UP HILL, FOR 0.3 MILE..  THENCE
 RE0703'LEFT FOR ABOUT 0.1 MILE TO THE END OF THE ROAD AND SIDNEY L.
 RE0703'SCOTTS RESIDENCE.  THE STATION IS ABOUT 150 FEET NORTHWEST OF
 RE0703'THE END OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0749 ***********************************************************************
 RE0749  PACS        -  This is a Primary Airport Control Station.
 RE0749  DESIGNATION -  HOUPORT
 RE0749  PID         -  RE0749
 RE0749  STATE/COUNTY-  ME/AROOSTOOK
 RE0749  USGS QUAD   -  HOULTON NORTH (1984)
 RE0749
 RE0749                         *CURRENT SURVEY CONTROL
 RE0749  ___________________________________________________________________
 RE0749* NAD 83(1996)-  46 07 36.36059(N)    067 47 27.81364(W)     ADJUSTED  
 RE0749* NAVD 88     -       146.43   (meters)     480.4    (feet)  GPS OBS   
 RE0749  ___________________________________________________________________
 RE0749  X           -   1,673,816.526 (meters)                     COMP
 RE0749  Y           -  -4,099,733.371 (meters)                     COMP
 RE0749  Z           -   4,575,113.078 (meters)                     COMP
 RE0749  LAPLACE CORR-           3.88  (seconds)                    DEFLEC99
 RE0749  ELLIP HEIGHT-         123.05  (meters)          (01/07/02) GPS OBS
 RE0749  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 RE0749
 RE0749  HORZ ORDER  -  B
 RE0749  ELLP ORDER  -  FIFTH     CLASS I
 RE0749
 RE0749.This mark is at Houlton Airport (HUL)
 RE0749
 RE0749.The horizontal coordinates were established by GPS observations
 RE0749.and adjusted by the National Geodetic Survey in July 1997..
 RE0749
 RE0749.The orthometric height was determined by GPS observations and a
 RE0749.high-resolution geoid model.
 RE0749
 RE0749.GPS derived orthometric heights for airport stations designated as
 RE0749.PACS or SACS are published to 2 decimal places.  This maintains
 RE0749.centimeter relative accuracy between the PACS and SACS.  It does
 RE0749.not indicate centimeter accuracy relative to other marks which are
 RE0749.part of the NAVD 88 network.
 RE0749
 RE0749.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RE0749
 RE0749.The Laplace correction was computed from DEFLEC99 derived deflections.
 RE0749
 RE0749.The ellipsoidal height was determined by GPS observations
 RE0749.and is referenced to NAD 83.
 RE0749
 RE0749.The geoid height was determined by GEOID03.
 RE0749
 RE0749;                    North         East     Units Scale Factor Converg.
 RE0749;SPC ME E     -   273,607.345   354,785.802   MT  0.99993689   +0 30 39.9
 RE0749;UTM  19      - 5,108,842.669   593,396.801   MT  0.99970723   +0 52 17.6
 RE0749
 RE0749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RE0749!SPC ME E     -   0.99998071  x   0.99993689  =   0.99991760
 RE0749!UTM  19      -   0.99998071  x   0.99970723  =   0.99968795
 RE0749
 RE0749:                Primary Azimuth Mark                     Grid Az
 RE0749:SPC ME E     -  HOUPORT AZ MK                            189 01 48.0
 RE0749:UTM  19      -  HOUPORT AZ MK                            188 40 10.3
 RE0749
 RE0749|---------------------------------------------------------------------|
 RE0749| PID    Reference Object                     Distance      Geod. Az  |
 RE0749|                                                           dddmmss.s |
 RE0749| RE0750 HOUPORT AZ MK                       APPROX. 1.0 KM 1893227.9 |
 RE0749| RE0008 HUL ARP                             290.401 METERS 18953     |
 RE0749|---------------------------------------------------------------------|
 RE0749
 RE0749                          SUPERSEDED SURVEY CONTROL
 RE0749
 RE0749  ELLIP H (07/24/97)  123.01   (m)                       GP(       ) 1 1
 RE0749  NAD 83(1992)-  46 07 36.36028(N)    067 47 27.81359(W) AD(1995.00) B
 RE0749  ELLIP H (04/19/96)  123.02   (m)                       GP(1995.00) 3 1
 RE0749  NAD 83(1992)-  46 07 36.35810(N)    067 47 27.81464(W) AD(       ) 1
 RE0749  ELLIP H (01/28/95)  123.08   (m)                       GP(       ) 4 2
 RE0749  NAD 83(1986)-  46 07 36.36392(N)    067 47 27.84156(W) AD(       ) 1
 RE0749  NGVD 29 (11/20/87)  146.74   (m)          481.4    (f) LEVELING    3  
 RE0749
 RE0749.Superseded values are not recommended for survey control.
 RE0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0749.See file dsdata.txt to determine how the superseded data were derived.
 RE0749
 RE0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM9339708843(NAD 83)
 RE0749_MARKER: DH = HORIZONTAL CONTROL DISK
 RE0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RE0749_SP_SET: CONCRETE POST
 RE0749_STAMPING: HOUPORT 1985
 RE0749_MARK LOGO: NGS   
 RE0749_MAGNETIC: N = NO MAGNETIC MATERIAL
 RE0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RE0749+STABILITY: SURFACE MOTION
 RE0749_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RE0749+SATELLITE: SATELLITE OBSERVATIONS - July 06, 1996
 RE0749
 RE0749  HISTORY     - Date     Condition        Report By
 RE0749  HISTORY     - 1985     MONUMENTED       NGS
 RE0749  HISTORY     - 1985     GOOD             NGS
 RE0749  HISTORY     - 1986     GOOD             NGS
 RE0749  HISTORY     - 19881201 GOOD             NGS
 RE0749  HISTORY     - 19890110 GOOD
 RE0749  HISTORY     - 19951008 GOOD             CHANCE
 RE0749  HISTORY     - 19960706 GOOD             NGS
 RE0749
 RE0749                          STATION DESCRIPTION
 RE0749
 RE0749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (MRM)
 RE0749'THE STATION IS LOCATED ABOUT 4.0 KM (2.5 MI)
 RE0749'EAST OF HOULTON, AT THE HOULTON INTERNATIONAL AIRPORT, IN THE VEE
 RE0749'OF RUNWAYS 19 AND 23, ADJACENT TO THE RED AND WHITE POLE SUPPORTING
 RE0749'THE WIND VANE AND THE ANEMOMETER.
 RE0749'OWNERSHIP--CITY OF HOULTON, AIRPORT MANAGER, 21 WATER STREET,
 RE0749'HOULTON ME, PHONE 207-532-7111, TERRY LARSON, PHONE 532-9489.
 RE0749'
 RE0749'TO REACH THE STATION FROM THE YELLOW FRAME TERMINAL BUILDING AT THE
 RE0749'AIRPORT, GO NORTHERLY FOR 0.5 KM (0.3 MI) ON THE TARMAC AND TAXI
 RE0749'RAMP TO NORTH END OF THE RUNWAY 23.  CROSS RUNWAY, TURN LEFT AND
 RE0749'GO SOUTHERLY FOR 0.3 KM (0.2 MI) ALONG THE WEST SIDE OF THE RUNWAY
 RE0749'TO A NARROW MACADAM LANE ON THE RIGHT.  TURN RIGHT AND GO WESTERLY
 RE0749'FOR 0.1 KM (0.05 MI) TO THE STATION ON THE LEFT.
 RE0749'
 RE0749'THE STATION IS A STANDARD NGS DISK
 RE0749'STAMPED---HOUPORT 1985---,
 RE0749'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 RE0749'30 CM IN DIAMETER PROJECTING 2 CM ABOVE GROUND.  LOCATED
 RE0749'5.2 METERS (17.1 FT) SOUTH FROM THE APPROXIMATE CENTER OF THE
 RE0749'MACADAM DRIVE,
 RE0749'4.9 METERS (16.1 FT) EAST-SOUTHEAST FROM THE RED AND WHITE POLE,
 RE0749'0.6 METERS (2.0 FT) NORTH FROM A CARSONITE WITNESS POST FACING EAST,
 RE0749'0.5 METERS (1.6 FT) WEST FROM A CARSONITE WITNESS POST FACING NORTH
 RE0749'AND ABOUT 75 METERS (246 FT) NORTH OF THE WINDSOCK.
 RE0749'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 RE0749'STAMPED---HOUPORT 1985---,
 RE0749'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 RE0749'
 RE0749'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK
 RE0749'STAMPED---HOUPORT 1985---,
 RE0749'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 RE0749'30 CM IN DIAMETER PROJECTING 2 CM ABOVE GROUND.  LOCATED
 RE0749'4.2 METERS (13.8 FT) NORTH FROM A FIRE HYDRANT,
 RE0749'0.9 METERS (3.0 FT) EAST FROM A CARSONITE WITNESS POST FACING EAST
 RE0749'AND
 RE0749'0.7 METERS (2.3 FT) SOUTH FROM A CARSONITE WITNESS POST FACING
 RE0749'NORTH.
 RE0749'TO REACH THE AZIMUTH FROM THE TERMINAL BUILDING,
 RE0749'GO SOUTHWEST FOR 1.0 KM (0.6 MI) ON TARMAC AND OLD TAXI RAMPS TO
 RE0749'THE SOUTH END OF RUNWAY 1.  TURN RIGHT FROM CENTER OF END OF RUNWAY
 RE0749'AND GO NORTHWEST FOR 0.2 KM (0.1 MI) ACROSS GRASS AND WEEDS TO A
 RE0749'FIRE HYDRANT AND THE MARK.
 RE0749'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 RE0749'STAMPED---HOUPORT 1985---,
 RE0749'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 RE0749'
 RE0749'NO REFERENCE MARKS WERE SET AT THIS TIME.
 RE0749'
 RE0749'FAA AIRPORT SURVEYS, MAINE, OCTOBER-NOVEMBER 1985.
 RE0749'
 RE0749'THIS STATION SUITABLE FOR GPS SURVEYS.
 RE0749'
 RE0749'DESCRIBED BY G.R. HEID.
 RE0749
 RE0749                          STATION RECOVERY (1985)
 RE0749
 RE0749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RE0749'RECOVERED IN GOOD CONDITION.
 RE0749
 RE0749                          STATION RECOVERY (1986)
 RE0749
 RE0749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (REP)
 RE0749'THE STATION WAS RECOVERED AT THIS DATE.
 RE0749'
 RE0749'SOUTHEAST MAINE SUBSIDENCE NETWORK, AUGUST 1986.
 RE0749'
 RE0749'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 RE0749'
 RE0749'DESCRIBED BY R.T. WOODRUFF.
 RE0749
 RE0749                          STATION RECOVERY (1988)
 RE0749
 RE0749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 RE0749'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW AND COMPLETE
 RE0749'DESCRIPTION FOLLOWS.
 RE0749'THE STATION IS LOCATED ABOUT 4.0 KM (2.50 MI) EAST OF HOULTON, AT THE
 RE0749'HOULTON INTERNATIONAL AIRPORT, IN THE VEE OF RUNWAYS 19 AND 23,
 RE0749'ADJACENT TO THE RED AND WHITE POLE SUPPORTING THE WIND VANE AND
 RE0749'ANEMOMETER.  OWNERSHIP--CITY OF HOULTON, AIRPORT MANAGER, 21 MAIN
 RE0749'STREET, HOULTON ME.  PHONE 207-532-7111/9489.
 RE0749'TO REACH THE STATION FROM THE EXIT FOR HIGHWAY 2 AND THE HOULTON
 RE0749'AIRPORT (EXIT 63) ON NORTHBOUND INTERSTATE 95, JUST BEFORE THE
 RE0749'U.S.-CANADA BORDER, TAKE EXIT RAMP SOUTHEASTERLY FOR 0.25 KM
 RE0749'(0.15 MI) TO STOP SIGN.  TURN RIGHT AND GO SOUTHEAST FOR 0.2 KM
 RE0749'(0.10 MI) TO JUNCTION OF U.S. HIGHWAY 2 WEST ON THE RIGHT.  CONTINUE
 RE0749'AHEAD FOR 0.3 KM (0.20 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO
 RE0749'WESTERLY FOR 0.5 KM (0.30 MI) TO YELLOW WOOD FRAME TERMINAL BUILDING
 RE0749'ON RIGHT.  (CHECK IN AT TERMINAL BUILDING BEFORE PROCEEDING TO THE
 RE0749'STATION.)  TAKE THE ASPHALT DRIVEWAY ON THE WESTERN SIDE OF THE
 RE0749'TERMINAL BUILDING NORTHWEST FOR 0.1 KM (0.05 MI) TO TARMAC.  (A CHAIN,
 RE0749'WITHOUT LOCK, IS STRETCHED ACROSS DRIVEWAY.)  AT TARMAC, BEAR LEFT,
 RE0749'WESTERLY, FOR 0.1 KM (0.05 MI) CROSSING TARMAC TO TAXIWAY.  TAKE
 RE0749'TAXIWAY WEST AND THEN NORTH FOR 0.4 KM (0.25 MI) TO RUNWAY 23.  CROSS
 RE0749'RUNWAY, TURN RIGHT AND GO NORTHERLY FOR 0.25 KM (0.15 MI) ALONG THE
 RE0749'WEST SIDE OF RUNWAY TO A NARROW ASPHALT DRIVE ON LEFT.  (DRIVE IS
 RE0749'CRACKED , WITH GRASS GROWING THROUGH CRACKS.)  TURN LEFT AND GO
 RE0749'WESTERLY FOR 0.1 KM (0.05 MI) TO THE STATION ON THE LEFT.
 RE0749'THE STATION IS A STANDARD NGS HORIZONTAL DISK SET INTO THE TOP OF A
 RE0749'ROUND CONCRETE MONUMENT 30 CM IN DIAMETER AND RECESSED 2 CM BELOW
 RE0749'GROUND. LOCATED ABOUT 75 M (246.1 FT) NORTHEAST OF THE WINDSOCK, 5.2 M
 RE0749'(17.1 FT) SOUTHWEST FROM THE APPROXIMATE CENTER OF THE ASPHALT DRIVE,
 RE0749'4.9 M (16.1 FT) SOUTHEAST FROM RED AND WHITE POLE AND 1.4 M (4.6 FT)
 RE0749'NORHTWEST FROM CARSONITE WITNESS POST.
 RE0749'THE 1985 DESCRIPTION INCLUDES AN UNDERGROUND MARK.
 RE0749'SOUTHEAST MAINE SUBSIDENCE NETWORK, OCTOBER 1988.
 RE0749'DESCRIBED BY F.W. ROSSMANN.
 RE0749
 RE0749                          STATION RECOVERY (1989)
 RE0749
 RE0749'RECOVERED 1989
 RE0749'RECOVERED IN GOOD CONDITION.
 RE0749
 RE0749                          STATION RECOVERY (1995)
 RE0749
 RE0749'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995
 RE0749'RECOVERED AS DESCRIBED WITH THE FOLLOWING INFORMATION-  THIS STATION
 RE0749'IS DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION (PACS) - MAINE ANA
 RE0749'SURVEYS 1995
 RE0749
 RE0749                          STATION RECOVERY (1996)
 RE0749
 RE0749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (KRN)
 RE0749'THE STATION IS LOCATED ABOUT 4.0 KM (2.50 MI) EAST OF HOULTON, AT THE
 RE0749'HOULTON INTERNATIONAL AIRPORT, IN THE VEE OF RUNWAYS 19 AND 23,
 RE0749'ADJACENT TO THE RED AND WHITE POLE SUPPORTING THE WIND VANE AND THE
 RE0749'ANEMOMETER.  OWNERSHIP--CITY OF HOULTON, AIRPORT MANAGER, 21 WATER
 RE0749'STREET, HOULTON ME, PHONE 207-532-7111, TERRY LARSON, PHONE 532-9489.
 RE0749'TO REACH THE STATION FROM THE YELLOW FRAME TERMINAL BUILDING AT THE
 RE0749'AIRPORT, GO NORTHERLY FOR 0.5 KM (0.30 MI) ON THE TARMAC AND TAXI RAMP
 RE0749'TO NORTH END OF THE RUNWAY 23.  CROSS RUNWAY, TURN LEFT AND GO
 RE0749'SOUTHERLY FOR 0.3 KM (0.20 MI) ALONG THE WEST SIDE OF THE RUNWAY TO A
 RE0749'NARROW MACADAM LANE ON THE RIGHT.  TURN RIGHT AND GO WESTERLY FOR 0.1
 RE0749'KM (0.05 MI) TO THE STATION ON THE LEFT.  THE STATION IS A STANDARD
 RE0749'NGS DISK STAMPED---HOUPORT 1985---, SET INTO THE TOP OF A ROUND
 RE0749'CONCRETE MONUMENT 30 CM IN DIAMETER PROJECTING 2 CM ABOVE GROUND.
 RE0749'LOCATED 5.2 METERS (17.1 FT) SOUTH FROM THE APPROXIMATE CENTER OF THE
 RE0749'MACADAM DRIVE, 4.9 METERS (16.1 FT) EAST-SOUTHEAST FROM THE RED AND
 RE0749'WHITE POLE, 0.6 METERS (2.0 FT) NORTH FROM A CARSONITE WITNESS POST
 RE0749'FACING EAST, 0.5 METERS (1.6 FT) WEST FROM A CARSONITE WITNESS POST
 RE0749'FACING NORTH AND ABOUT 75 METERS (246.1 FT) NORTH OF THE WINDSOCK.
 RE0749'THE UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED---HOUPORT 1985---,
 RE0749'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS (3.9 FT) BELOW THE
 RE0749'SURFACE.  AZIMUTH MARK NO.  1 IS A STANDARD NGS DISK STAMPED---HOUPORT
 RE0749'1985---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN
 RE0749'DIAMETER PROJECTING 2 CM ABOVE GROUND.  LOCATED 4.2 METERS (13.8 FT)
 RE0749'NORTH FROM A FIRE HYDRANT, 0.9 METERS (3.0 FT) EAST FROM A CARSONITE
 RE0749'WITNESS POST FACING EAST AND 0.7 METERS (2.3 FT) SOUTH FROM A
 RE0749'CARSONITE WITNESS POST FACING NORTH.  TO REACH THE AZIMUTH FROM THE
 RE0749'TERMINAL BUILDING, GO SOUTHWEST FOR 1.0 KM (0.60 MI) ON TARMAC AND OLD
 RE0749'TAXI RAMPS TO THE SOUTH END OF RUNWAY 1.  TURN RIGHT FROM CENTER OF
 RE0749'END OF RUNWAY AND GO NORTHWEST FOR 0.2 KM (0.10 MI) ACROSS GRASS AND
 RE0749'WEEDS TO A FIRE HYDRANT AND THE MARK.  THE UNDERGROUND MARK IS A
 RE0749'STANDARD NGS DISK STAMPED---HOUPORT 1985---, SET INTO AN IRREGULAR
 RE0749'MASS OF CONCRETE 1.2 METERS (3.9 FT) BELOW THE SURFACE.  NO REFERENCE
 RE0749'MARKS WERE SET AT THIS TIME.  FAA AIRPORT SURVEYS, MAINE,
 RE0749'OCTOBER-NOVEMBER 1985.  THIS STATION SUITABLE FOR GPS SURVEYS.THIS
 RE0749'STATION IS DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION (PACS) -
 RE0749'MAINE ANA SURVEYS 1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0750 ***********************************************************************
 RE0750  SACS        -  This is a Secondary Airport Control Station.
 RE0750  DESIGNATION -  HOUPORT AZ MK
 RE0750  PID         -  RE0750
 RE0750  STATE/COUNTY-  ME/AROOSTOOK
 RE0750  USGS QUAD   -  HOULTON SOUTH (1984)
 RE0750
 RE0750                         *CURRENT SURVEY CONTROL
 RE0750  ___________________________________________________________________
 RE0750* NAD 83(1996)-  46 07 04.62223(N)    067 47 35.48464(W)     ADJUSTED  
 RE0750* NAVD 88     -       148.09   (meters)     485.9    (feet)  GPS OBS   
 RE0750  ___________________________________________________________________
 RE0750  X           -   1,673,931.467 (meters)                     COMP
 RE0750  Y           -  -4,100,450.667 (meters)                     COMP
 RE0750  Z           -   4,574,435.027 (meters)                     COMP
 RE0750  LAPLACE CORR-           3.81  (seconds)                    DEFLEC99
 RE0750  ELLIP HEIGHT-         124.70  (meters)          (01/07/02) GPS OBS
 RE0750  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 RE0750
 RE0750  HORZ ORDER  -  FIRST
 RE0750  ELLP ORDER  -  FIFTH     CLASS I
 RE0750
 RE0750.This mark is at Houlton Airport (HUL)
 RE0750
 RE0750.The horizontal coordinates were established by GPS observations
 RE0750.and adjusted by the National Geodetic Survey in July 1997..
 RE0750
 RE0750.The orthometric height was determined by GPS observations and a
 RE0750.high-resolution geoid model.
 RE0750
 RE0750.GPS derived orthometric heights for airport stations designated as
 RE0750.PACS or SACS are published to 2 decimal places.  This maintains
 RE0750.centimeter relative accuracy between the PACS and SACS.  It does
 RE0750.not indicate centimeter accuracy relative to other marks which are
 RE0750.part of the NAVD 88 network.
 RE0750
 RE0750.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RE0750
 RE0750.The Laplace correction was computed from DEFLEC99 derived deflections.
 RE0750
 RE0750.The ellipsoidal height was determined by GPS observations
 RE0750.and is referenced to NAD 83.
 RE0750
 RE0750.The geoid height was determined by GEOID03.
 RE0750
 RE0750;                    North         East     Units Scale Factor Converg.
 RE0750;SPC ME E     -   272,626.025   354,629.848   MT  0.99993668   +0 30 34.1
 RE0750;UTM  19      - 5,107,860.613   593,247.059   MT  0.99970689   +0 52 11.6
 RE0750
 RE0750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RE0750!SPC ME E     -   0.99998045  x   0.99993668  =   0.99991713
 RE0750!UTM  19      -   0.99998045  x   0.99970689  =   0.99968735
 RE0750
 RE0750:                Primary Azimuth Mark                     Grid Az
 RE0750:SPC ME E     -  HOUPORT                                  009 01 48.3
 RE0750:UTM  19      -  HOUPORT                                  008 40 10.8
 RE0750
 RE0750|---------------------------------------------------------------------|
 RE0750| PID    Reference Object                     Distance      Geod. Az  |
 RE0750|                                                           dddmmss.s |
 RE0750| RE0749 HOUPORT                             APPROX. 1.0 KM 0093222.4 |
 RE0750|---------------------------------------------------------------------|
 RE0750
 RE0750                          SUPERSEDED SURVEY CONTROL
 RE0750
 RE0750  ELLIP H (07/24/97)  124.66   (m)                       GP(       ) 1 1
 RE0750  NAD 83(1992)-  46 07 04.62192(N)    067 47 35.48459(W) AD(1995.00) 1
 RE0750  ELLIP H (04/19/96)  124.67   (m)                       GP(1995.00) 3 1
 RE0750  NAD 83(1992)-  46 07 04.61982(N)    067 47 35.48569(W) AD(       ) 1
 RE0750  ELLIP H (01/28/95)  124.73   (m)                       GP(       ) 4 2
 RE0750  NAD 83(1986)-  46 07 04.62515(N)    067 47 35.51044(W) AD(       ) 1
 RE0750  NGVD 29 (11/20/87)  148.40   (m)          486.9    (f) LEVELING    3  
 RE0750
 RE0750.Superseded values are not recommended for survey control.
 RE0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0750.See file dsdata.txt to determine how the superseded data were derived.
 RE0750
 RE0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM9324707861(NAD 83)
 RE0750_MARKER: DZ = AZIMUTH MARK DISK
 RE0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RE0750_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RE0750_STAMPING: HOUPORT 1995
 RE0750_MARK LOGO: NGS   
 RE0750_MAGNETIC: N = NO MAGNETIC MATERIAL
 RE0750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RE0750+STABILITY: SURFACE MOTION
 RE0750_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RE0750+SATELLITE: SATELLITE OBSERVATIONS - July 06, 1996
 RE0750
 RE0750  HISTORY     - Date     Condition        Report By
 RE0750  HISTORY     - 1985     MONUMENTED       NGS
 RE0750  HISTORY     - 19951014 GOOD             CHANCE
 RE0750  HISTORY     - 19960706 GOOD             NGS
 RE0750
 RE0750                          STATION DESCRIPTION
 RE0750
 RE0750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (MRM)
 RE0750'THE STATION IS LOCATED ABOUT 4.0 KM (2.5 MI)
 RE0750'EAST OF HOULTON, AT THE HOULTON INTERNATIONAL AIRPORT, 1.0 KM (0.6
 RE0750'MI) SOUTH-SOUTHWEST OF THE TERMINAL BUILDING, AT THE TOP OF THE VEE
 RE0750'FORMED BY RUNWAYS 1 AND 5.
 RE0750'OWNERSHIP--CITY OF HOULTON, AIRPORT MANAGER, 21 WATER STREET,
 RE0750'HOULTON ME, PHONE 207-532-7111, TERRY LARSON, PHONE 532-9489.
 RE0750'
 RE0750'TO REACH THE STATION FROM THE YELLOW FRAME TERMINAL BUILDING AT THE
 RE0750'AIRPORT, GO SOUTHWEST FOR 1.0 KM (0.6 MI) ON THE TARMAC AND OLD
 RE0750'TAXI RAMPS TO THE SOUTH END OF RUNWAY 1.  TURN RIGHT FROM THE
 RE0750'CENTER OF RUNWAY AND GO NORTHWEST FOR 0.2 KM (0.1 MI) ACROSS GRASS
 RE0750'TO A FIRE HYDRANT AND THE STATION.
 RE0750'
 RE0750'THE STATION IS A STANDARD NGS DISK
 RE0750'STAMPED---HOUPORT 1985---,
 RE0750'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 RE0750'30 CM IN DIAMETER PROJECTING 2 CM ABOVE GROUND.  LOCATED
 RE0750'4.2 METERS (13.8 FT) NORTH FROM THE FIRE HYDRANT,
 RE0750'0.9 METERS (3.0 FT) EAST FROM A CARSONITE WITNESS POST FACING EAST
 RE0750'AND 0.7 METERS (2.3 FT) SOUTH FROM A CARSONITE WITNESS POST FACING
 RE0750'NORTH.
 RE0750'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 RE0750'STAMPED---HOUPORT 1985---,
 RE0750'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 RE0750'
 RE0750'FAA AIRPORT SURVEYS, MAINE, OCTOBER-NOVEMBER 1985.
 RE0750'
 RE0750'THIS STATION SUITABLE FOR GPS SURVEYS.
 RE0750'
 RE0750'DESCRIBED BY G.R. HEID.
 RE0750
 RE0750                          STATION RECOVERY (1995)
 RE0750
 RE0750'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995
 RE0750'RECOVERED AS DESCRIBED WITH THE FOLLOWING INFORMATION-  THIS STATION
 RE0750'IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION (SACS) - MAINE
 RE0750'ANA SURVEYS 1995
 RE0750
 RE0750                          STATION RECOVERY (1996)
 RE0750
 RE0750'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (KRN)
 RE0750'THE STATION IS LOCATED ABOUT 4.0 KM (2.50 MI) EAST OF HOULTON, AT THE
 RE0750'HOULTON INTERNATIONAL AIRPORT, 1.0 KM (0.60 MI) SOUTH-SOUTHWEST OF THE
 RE0750'TERMINAL BUILDING, AT THE TOP OF THE VEE FORMED BY RUNWAYS 1 AND 5.
 RE0750'OWNERSHIP--CITY OF HOULTON, AIRPORT MANAGER, 21 WATER STREET, HOULTON
 RE0750'ME, PHONE 207-532-7111, TERRY LARSON, PHONE 532-9489.  TO REACH THE
 RE0750'STATION FROM THE YELLOW FRAME TERMINAL BUILDING AT THE AIRPORT, GO
 RE0750'SOUTHWEST FOR 1.0 KM (0.60 MI) ON THE TARMAC AND OLD TAXI RAMPS TO THE
 RE0750'SOUTH END OF RUNWAY 1.  TURN RIGHT FROM THE CENTER OF RUNWAY AND GO
 RE0750'NORTHWEST FOR 0.2 KM (0.10 MI) ACROSS GRASS TO A FIRE HYDRANT AND THE
 RE0750'STATION.  THE STATION IS A STANDARD NGS DISK STAMPED---HOUPORT
 RE0750'1985---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN
 RE0750'DIAMETER PROJECTING 2 CM ABOVE GROUND.  LOCATED 4.2 METERS (13.8 FT)
 RE0750'NORTH FROM THE FIRE HYDRANT, 0.9 METERS (3.0 FT) EAST FROM A CARSONITE
 RE0750'WITNESS POST FACING EAST AND 0.7 METERS (2.3 FT) SOUTH FROM A
 RE0750'CARSONITE WITNESS POST FACING NORTH.  THE UNDERGROUND MARK IS A
 RE0750'STANDARD NGS DISK STAMPED---HOUPORT 1985---, SET INTO AN IRREGULAR
 RE0750'MASS OF CONCRETE 1.2 METERS (3.9 FT) BELOW THE SURFACE.  FAA AIRPORT
 RE0750'SURVEYS, MAINE, OCTOBER-NOVEMBER 1985.  THIS STATION SUITABLE FOR GPS
 RE0750'SURVEYS.  THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL
 RE0750'STATION (SACS) - MAINE ANA SURVEYS 1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0973 ***********************************************************************
 PD0973  DESIGNATION -  HOUSE CHIM FRAME OF BARN TO E
 PD0973  PID         -  PD0973
 PD0973  STATE/COUNTY-  ME/WASHINGTON
 PD0973  USGS QUAD   -  MACHIAS BAY (1993)
 PD0973
 PD0973                         *CURRENT SURVEY CONTROL
 PD0973  ___________________________________________________________________
 PD0973* NAD 83(1996)-  44 40 08.29478(N)    067 15 47.40965(W)     ADJUSTED  
 PD0973* NAVD 88     -                                                        
 PD0973  ___________________________________________________________________
 PD0973  LAPLACE CORR-           5.62  (seconds)                    DEFLEC99
 PD0973  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 PD0973
 PD0973  HORZ ORDER  -  THIRD
 PD0973
 PD0973.The horizontal coordinates were established by classical geodetic methods
 PD0973.and adjusted by the National Geodetic Survey in March 1998..
 PD0973
 PD0973
 PD0973.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0973
 PD0973.The geoid height was determined by GEOID03.
 PD0973
 PD0973;                    North         East     Units Scale Factor Converg.
 PD0973;SPC ME E     -   112,104.607   398,070.369   MT  1.00001824   +0 52 10.5
 PD0973;UTM  19      - 4,947,645.517   637,675.021   MT  0.99983309   +1 13 16.3
 PD0973
 PD0973                          SUPERSEDED SURVEY CONTROL
 PD0973
 PD0973  NAD 83(1992)-  44 40 08.29248(N)    067 15 47.40981(W) AD(       ) 4
 PD0973  NAD 83(1986)-  44 40 08.28924(N)    067 15 47.41355(W) AD(       ) 4
 PD0973  NAD 27      -  44 40 08.00000(N)    067 15 49.46000(W) AD(       ) 3
 PD0973
 PD0973.Superseded values are not recommended for survey control.
 PD0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0973.See file dsdata.txt to determine how the superseded data were derived.
 PD0973
 PD0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK3767547646(NAD 83)
 PD0973
 PD0973  HISTORY     - Date     Condition        Report By
 PD0973  HISTORY     - UNK      MONUMENTED
 PD0973  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0973  HISTORY     - 1959     SEE DESCRIPTION  CGS
 PD0973
 PD0973                          STATION DESCRIPTION
 PD0973
 PD0973'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0973'STATION NOT RECOVERED.  INFORMATION OBTAINED FROM WALTER BRYANT,
 PD0973'OWNER OF HOUSE, INDICATES THAT CHIMNEY WAS REBUILT ON NW CORNER
 PD0973'OF BASE OF OLD CHIMNEY.  PRESENT CHIMNEY IS PROBABLY ACCURATE TO
 PD0973'WITHIN 1 METER OF ORIGINAL CHIMNEY.
 PD0973'
 PD0973'IT IS RECOMMENDED THAT THIS STATION BE CLASSIFIED AS LOST AS A
 PD0973'TRIANGULATION STATION.  THIS CHIMNEY IS NOW TOPOGRAPHIC STATION
 PD0973'WEST CHIMNEY, WHITE HOUSE 1946
 PD0973
 PD0973                          STATION RECOVERY (1959)
 PD0973
 PD0973'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GFW)
 PD0973'STATION DESTROYED AS REPORTED IN THE RECOVERY NOTE OF
 PD0973'R.A.G. IN 1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0507 ***********************************************************************
 OB0507  DESIGNATION -  HOUSE CHIMNEY IN CENTER
 OB0507  PID         -  OB0507
 OB0507  STATE/COUNTY-  ME/SAGADAHOC
 OB0507  USGS QUAD   -  BATH (1980)
 OB0507
 OB0507                         *CURRENT SURVEY CONTROL
 OB0507  ___________________________________________________________________
 OB0507* NAD 83(1996)-  43 58 59.24384(N)    069 51 56.11369(W)     ADJUSTED  
 OB0507* NAVD 88     -                                                        
 OB0507  ___________________________________________________________________
 OB0507  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 OB0507  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 OB0507
 OB0507  HORZ ORDER  -  THIRD
 OB0507
 OB0507.The horizontal coordinates were established by classical geodetic methods
 OB0507.and adjusted by the National Geodetic Survey in March 1998..
 OB0507
 OB0507
 OB0507.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0507
 OB0507.The geoid height was determined by GEOID03.
 OB0507
 OB0507;                    North         East     Units Scale Factor Converg.
 OB0507;SPC ME W     -   127,782.279   924,154.486   MT  0.99997384   +0 12 32.7
 OB0507;UTM  19      - 4,870,362.536   430,582.554   MT  0.99965927   -0 36 04.1
 OB0507
 OB0507                          SUPERSEDED SURVEY CONTROL
 OB0507
 OB0507  NAD 83(1992)-  43 58 59.24259(N)    069 51 56.11309(W) AD(       ) 4
 OB0507  NAD 83(1986)-  43 58 59.24800(N)    069 51 56.11815(W) AD(       ) 4
 OB0507  NAD 27      -  43 58 58.95000(N)    069 51 57.94000(W) AD(       ) 3
 OB0507
 OB0507.Superseded values are not recommended for survey control.
 OB0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0507.See file dsdata.txt to determine how the superseded data were derived.
 OB0507
 OB0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3058370363(NAD 83)
 OB0507
 OB0507  HISTORY     - Date     Condition        Report By
 OB0507  HISTORY     - UNK      MONUMENTED
 OB0507  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0507  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0507  HISTORY     - 1949     SEE DESCRIPTION  CGS
 OB0507
 OB0507                          STATION DESCRIPTION
 OB0507
 OB0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0507'THIS STATION IS LOST.
 OB0507
 OB0507                          STATION RECOVERY (1942)
 OB0507
 OB0507'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (HOF)
 OB0507'COMPLETE NEW DESCRIPTION--
 OB0507'
 OB0507'THE REMAINS OF AN OLD L-SHAPED FOUNDATION WERE FOUND, WITH THE
 OB0507'REMAINS OF AN OLD CHIMNEY IN SAME.  THE LOCATION OF THE STATION
 OB0507'IS ON CENTERS POINT, MERRYMEETING BAY.
 OB0507'
 OB0507'NOTE--AIR PHOTO PARTY CONSIDERS THIS STATION LOST.
 OB0507
 OB0507                          STATION RECOVERY (1949)
 OB0507
 OB0507'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM)
 OB0507'STATION DESTROYED.  THE FOUNDATION OF OLD HOUSE STILL
 OB0507'REMAINS.  THE IDENTITY OF CHIMNEY COULD NOT BE MADE CERTAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1832 ***********************************************************************
 PE1832  DESIGNATION -  HOUSE NEAR SEA WALL CHIMNEY
 PE1832  PID         -  PE1832
 PE1832  STATE/COUNTY-  ME/HANCOCK
 PE1832  USGS QUAD   -  BASS HARBOR (1983)
 PE1832
 PE1832                         *CURRENT SURVEY CONTROL
 PE1832  ___________________________________________________________________
 PE1832* NAD 83(1996)-  44 14 51.32909(N)    068 17 47.44059(W)     ADJUSTED  
 PE1832* NAVD 88     -                                                        
 PE1832  ___________________________________________________________________
 PE1832  LAPLACE CORR-           4.83  (seconds)                    DEFLEC99
 PE1832  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 PE1832
 PE1832  HORZ ORDER  -  THIRD
 PE1832
 PE1832.The horizontal coordinates were established by classical geodetic methods
 PE1832.and adjusted by the National Geodetic Survey in March 1998..
 PE1832
 PE1832
 PE1832.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1832
 PE1832.The geoid height was determined by GEOID03.
 PE1832
 PE1832;                    North         East     Units Scale Factor Converg.
 PE1832;SPC ME E     -    64,561.047   316,251.407   MT  0.99990325   +0 08 31.2
 PE1832;UTM  19      - 4,899,613.474   556,166.546   MT  0.99963880   +0 29 27.2
 PE1832
 PE1832                          SUPERSEDED SURVEY CONTROL
 PE1832
 PE1832  NAD 83(1992)-  44 14 51.33429(N)    068 17 47.43596(W) AD(       ) 4
 PE1832  NAD 83(1986)-  44 14 51.33424(N)    068 17 47.44152(W) AD(       ) 4
 PE1832  NAD 27      -  44 14 51.05000(N)    068 17 49.38000(W) AD(       ) 3
 PE1832
 PE1832.Superseded values are not recommended for survey control.
 PE1832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1832.See file dsdata.txt to determine how the superseded data were derived.
 PE1832
 PE1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ5616799613(NAD 83)
 PE1832
 PE1832  HISTORY     - Date     Condition        Report By
 PE1832  HISTORY     - UNK      MONUMENTED
 PE1832  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE1832  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE1832
 PE1832                          STATION DESCRIPTION
 PE1832
 PE1832'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1832'THE STATION IS LOST.
 PE1832
 PE1832                          STATION RECOVERY (1944)
 PE1832
 PE1832'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1832'STATION IS LOST.  THERE IS NOW NO HOUSE IN ITS PLOTTED POSITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1898 ***********************************************************************
 OC1898  DESIGNATION -  HOUSE ON PROUTS NECK E GAB GRE
 OC1898  PID         -  OC1898
 OC1898  STATE/COUNTY-  ME/CUMBERLAND
 OC1898  USGS QUAD   -  PROUTS NECK (1978)
 OC1898
 OC1898                         *CURRENT SURVEY CONTROL
 OC1898  ___________________________________________________________________
 OC1898* NAD 83(1996)-  43 31 42.89189(N)    070 18 46.44500(W)     ADJUSTED  
 OC1898* NAVD 88     -                                                        
 OC1898  ___________________________________________________________________
 OC1898  LAPLACE CORR-           3.10  (seconds)                    DEFLEC99
 OC1898  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 OC1898
 OC1898  HORZ ORDER  -  THIRD
 OC1898
 OC1898.The horizontal coordinates were established by classical geodetic methods
 OC1898.and adjusted by the National Geodetic Survey in March 1998..
 OC1898
 OC1898
 OC1898.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1898
 OC1898.The geoid height was determined by GEOID03.
 OC1898
 OC1898;                    North         East     Units Scale Factor Converg.
 OC1898;SPC ME W     -    77,247.242   888,178.995   MT  0.99996838   -0 06 02.6
 OC1898;UTM  19      - 4,820,352.764   393,908.957   MT  0.99973845   -0 54 15.5
 OC1898
 OC1898                          SUPERSEDED SURVEY CONTROL
 OC1898
 OC1898  NAD 83(1992)-  43 31 42.89034(N)    070 18 46.44618(W) AD(       ) 4
 OC1898  NAD 83(1986)-  43 31 42.89654(N)    070 18 46.45180(W) AD(       ) 4
 OC1898  NAD 27      -  43 31 42.59000(N)    070 18 48.27900(W) AD(       ) 3
 OC1898
 OC1898.Superseded values are not recommended for survey control.
 OC1898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1898.See file dsdata.txt to determine how the superseded data were derived.
 OC1898
 OC1898_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9390920353(NAD 83)
 OC1898
 OC1898  HISTORY     - Date     Condition        Report By
 OC1898  HISTORY     - 1923     MONUMENTED       CGS
 OC1898
 OC1898                          STATION DESCRIPTION
 OC1898
 OC1898'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (OWS)
 OC1898'THIS STATION IS THE EAST GABLE OF A LARGE HOUSE WITH PROMINENT
 OC1898'GABLES ON PROUTS NECK.  IT IS OF A LIGHT GRAYISH COLOR, HAS GREEN
 OC1898'SHUTTERS AND 2 WHITE CHIMNEYS, AND IS SITUATED ABOUT 100 YARDS
 OC1898'FROM THE SHORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0395 ***********************************************************************
 OB0395  DESIGNATION -  HOUSE WITH RED CHIMNEY
 OB0395  PID         -  OB0395
 OB0395  STATE/COUNTY-  ME/LINCOLN
 OB0395  USGS QUAD   -  LOUDS ISLAND (1979)
 OB0395
 OB0395                         *CURRENT SURVEY CONTROL
 OB0395  ___________________________________________________________________
 OB0395* NAD 83(1996)-  43 55 00.23912(N)    069 26 13.73173(W)     ADJUSTED  
 OB0395* NAVD 88     -                                                        
 OB0395  ___________________________________________________________________
 OB0395  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 OB0395  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 OB0395
 OB0395  HORZ ORDER  -  THIRD
 OB0395
 OB0395.The horizontal coordinates were established by classical geodetic methods
 OB0395.and adjusted by the National Geodetic Survey in March 1998..
 OB0395
 OB0395
 OB0395.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0395
 OB0395.The geoid height was determined by GEOID03.
 OB0395
 OB0395;                    North         East     Units Scale Factor Converg.
 OB0395;SPC ME W     -   120,620.485   958,591.818   MT  1.00000887   +0 30 21.7
 OB0395;SPC ME E     -    28,208.590   224,737.303   MT  0.99996965   -0 39 00.2
 OB0395;UTM  19      - 4,862,717.504   464,903.080   MT  0.99961515   -0 18 11.6
 OB0395
 OB0395                          SUPERSEDED SURVEY CONTROL
 OB0395
 OB0395  NAD 83(1992)-  43 55 00.24069(N)    069 26 13.72056(W) AD(       ) 4
 OB0395  NAD 83(1986)-  43 55 00.24557(N)    069 26 13.72674(W) AD(       ) 4
 OB0395  NAD 27      -  43 54 59.96000(N)    069 26 15.55000(W) AD(       ) 3
 OB0395
 OB0395.Superseded values are not recommended for survey control.
 OB0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0395.See file dsdata.txt to determine how the superseded data were derived.
 OB0395
 OB0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ6490362718(NAD 83)
 OB0395
 OB0395  HISTORY     - Date     Condition        Report By
 OB0395  HISTORY     - UNK      MONUMENTED
 OB0395  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0395  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OB0395
 OB0395                          STATION DESCRIPTION
 OB0395
 OB0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0395'THIS STATION IS LOST.
 OB0395
 OB0395                          STATION RECOVERY (1943)
 OB0395
 OB0395'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 OB0395'THE HOUSE AND CHIMNEY ARE NOW IN RUINS.  THE CHIMNEY SITE WAS
 OB0395'LOCATED AS THE STATION FOR AIR COMPILATION PURPOSES AND SHOULD
 OB0395'BE VERIFIED BY THAT OFFICE.  THE STATION IS LOST FOR TRIANGULATION
 OB0395'OBSERVATION PURPOSES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0207 ***********************************************************************
 PE0207  DESIGNATION -  HOVEY RESET
 PE0207  PID         -  PE0207
 PE0207  STATE/COUNTY-  ME/HANCOCK
 PE0207  USGS QUAD   -  WINTER HARBOR (1985)
 PE0207
 PE0207                         *CURRENT SURVEY CONTROL
 PE0207  ___________________________________________________________________
 PE0207* NAD 83(1996)-  44 29 19.22837(N)    068 02 10.02937(W)     ADJUSTED  
 PE0207* NAVD 88     -        44.530  (meters)     146.10   (feet)  ADJUSTED  
 PE0207  ___________________________________________________________________
 PE0207  LAPLACE CORR-           3.39  (seconds)                    DEFLEC99
 PE0207  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 PE0207  DYNAMIC HT  -          44.528 (meters)     146.09  (feet)  COMP
 PE0207  MODELED GRAV-     980,579.9   (mgal)                       NAVD 88
 PE0207
 PE0207  HORZ ORDER  -  THIRD
 PE0207  VERT ORDER  -  SECOND    CLASS 0
 PE0207
 PE0207.The horizontal coordinates were established by classical geodetic methods
 PE0207.and adjusted by the National Geodetic Survey in March 1998..
 PE0207
 PE0207.The orthometric height was determined by differential leveling
 PE0207.and adjusted by the National Geodetic Survey in June 1991..
 PE0207
 PE0207.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE0207
 PE0207.The geoid height was determined by GEOID03.
 PE0207
 PE0207.The dynamic height is computed by dividing the NAVD 88
 PE0207.geopotential number by the normal gravity value computed on the
 PE0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0207.degrees latitude (g = 980.6199 gals.).
 PE0207
 PE0207.The modeled gravity was interpolated from observed gravity values.
 PE0207
 PE0207;                    North         East     Units Scale Factor Converg.
 PE0207;SPC ME E     -    91,431.919   336,895.690   MT  0.99991674   +0 19 30.3
 PE0207;UTM  19      - 4,926,602.959   576,641.252   MT  0.99967223   +0 40 31.8
 PE0207
 PE0207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE0207!SPC ME E     -   0.99999675  x   0.99991674  =   0.99991349
 PE0207!UTM  19      -   0.99999675  x   0.99967223  =   0.99966898
 PE0207
 PE0207|---------------------------------------------------------------------|
 PE0207| PID    Reference Object                     Distance      Geod. Az  |
 PE0207|                                                           dddmmss.s |
 PE0207| PE0208 HOVEY RM 1                            4.060 METERS 06840     |
 PE0207| PD1071 PIGEON                              APPROX.12.2 KM 1074005.5 |
 PE0207| PE0206 HOVEY RM 2                            6.493 METERS 33355     |
 PE0207|---------------------------------------------------------------------|
 PE0207
 PE0207                          SUPERSEDED SURVEY CONTROL
 PE0207
 PE0207  NAD 83(1992)-  44 29 19.22586(N)    068 02 10.03521(W) AD(       ) 3
 PE0207  NAD 83(1986)-  44 29 19.22348(N)    068 02 10.03920(W) AD(       ) 3
 PE0207  NAD 27      -  44 29 18.94000(N)    068 02 12.02600(W) AD(       ) 3
 PE0207  NGVD 29 (??/??/92)   44.728  (m)          146.75   (f) ADJ UNCH    2 0
 PE0207
 PE0207.Superseded values are not recommended for survey control.
 PE0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0207.See file dsdata.txt to determine how the superseded data were derived.
 PE0207
 PE0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK7664126603(NAD 83)
 PE0207_MARKER: DS = TRIANGULATION STATION DISK
 PE0207_SETTING: 66 = SET IN ROCK OUTCROP
 PE0207_SP_SET: ROCK LEDGE
 PE0207_STAMPING: HOVEY 1860 1934
 PE0207_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0207+STABILITY: POSITION/ELEVATION WELL
 PE0207
 PE0207  HISTORY     - Date     Condition        Report By
 PE0207  HISTORY     - 1860     MONUMENTED       CGS
 PE0207  HISTORY     - 1930     SEE DESCRIPTION  MEGS
 PE0207  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE0207  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE0207  HISTORY     - 1965     SEE DESCRIPTION  CGS
 PE0207  HISTORY     - 1966     SEE DESCRIPTION  CGS
 PE0207  HISTORY     - 1966     GOOD             NGS
 PE0207  HISTORY     - 1986     GOOD             USPSQD
 PE0207
 PE0207                          STATION DESCRIPTION
 PE0207
 PE0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1860 (FPW)
 PE0207'ON A HILL KNOWN AS HOVEYS LEDGE, AT THE HEAD OF GOULDSBORO HARBOR,
 PE0207'AND ON THE W SIDE OF THE ROAD LEADING FROM GOULDSBORO TO
 PE0207'STEUBEN.  THE LAND BELONGS TO ABEL HOVEY, WHOSE HOUSE IS ABOUT
 PE0207'200 METERS SE FROM THE STATION ON THE W SIDE OF THE ROAD.  LUTHER
 PE0207'STEVENS HOUSE IS IN THE LOCALITY BUT CLOSE TO THE ROAD.
 PE0207'
 PE0207'THE STATION IS MARKED BY A HOLE DRILLED IN THE LEDGE.
 PE0207
 PE0207                          STATION RECOVERY (1930)
 PE0207
 PE0207'RECOVERY NOTE BY MAINE GEODETIC SURVEY 1930
 PE0207'I WENT TO THIS STATION ON AUGUST 14, 1930.  THE DRILL HOLE WAS IN
 PE0207'FAIR CONDITION, BUT THE STATION SHOULD BE RE-MARKED IF IT IS TO
 PE0207'BE PRESERVED.  THERE IS A PILE OF STONES OVER THE DRILL HOLE.
 PE0207'
 PE0207'IT MAY BE REACHED FROM A POINT ON HIGHWAY 1, ABOUT 0.1 MILE
 PE0207'E OF DYERS GARAGE.  IN A NEARBY TREE THERE WAS A GEOLOGICAL
 PE0207'SURVEY FLAG, OF THE PARTY OF H.A. BEAN.
 PE0207
 PE0207                          STATION RECOVERY (1934)
 PE0207
 PE0207'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE0207'AT THE HEAD OF GOULDSBORO HARBOR ON THW WESTERN EDGE OF HOVEYS
 PE0207'LEDGE WHICH IS ABOUT 150 METERS N OF A SMALL STORE AND FILLING
 PE0207'STATION ON U.S. HIGHWAY 1.  THIS FILLING STATION IS 0.7 MILE
 PE0207'E OF THE JUNCTION OF U.S. HIGHWAY 1 AND THE EASTERN BRANCH OF
 PE0207'HIGHWAY 186.
 PE0207'
 PE0207'THE STATION WAS RE-MARKED AND TWO REFERENCE MARKS WERE
 PE0207'ESTABLISHED.  THE MARKS ARE STANDARD BRONZE DISKS WEDGED IN
 PE0207'DRILL HOLES IN OUTCROPPING BEDROCK.
 PE0207'
 PE0207'REFERENCE MARK NO. 1 IS ESE AND REFERENCE MARK NO. 2 IS NNE OF
 PE0207'THE STATION.  THE STATION WAS NOT OCCUPIED FOR THE 1934
 PE0207'TRIANGULATION.  THE OLD OBSERVING WAS GOOD.
 PE0207
 PE0207                          STATION RECOVERY (1944)
 PE0207
 PE0207'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE0207'THE STATION AND REFERENCE MARKS WERE RECOVERED AND IN GOOD
 PE0207'CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE MEASURED
 PE0207'AND CHECKED.  THE DESCRIPTION IS ADEQUATE, EXCEPT THE STATION
 PE0207'IS ABOUT 3 METERS N OF WHERE THE LEDGE DROPS OFF.  REFERENCE
 PE0207'MARK 1 IS NE OF THE STATION INSTEAD OF ESE AND REFERENCE MARK 2
 PE0207'IS NW OF STATION INSTEAD OF NNE.
 PE0207
 PE0207                          STATION RECOVERY (1965)
 PE0207
 PE0207'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (NCS)
 PE0207'STATION AND BOTH RMS WERE RECOVERED IN GOOD CONDITION, AS
 PE0207'DESCRIBED IN 1934.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 1
 PE0207'AND STATE HIGHWAY 186 AT GOULDSBORO, GO NORTH ON U.S. 1 FOR
 PE0207'0.7 MILE TO A SINCLAIR FILLING STATION (JOYS) ON THE LEFT,
 PE0207'CONTINUE 150 FEET TO THE EDGE OF THE WOODS, PACK NORTHWEST
 PE0207'ALONG THE EDGE OF THE CLEARING FOR ABOUT 500 FEET TO THE
 PE0207'HIGHEST PART OF THE HILL AND THE STATION.
 PE0207'
 PE0207'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PE0207'0.7 MILE NORTH OF GOULDSBORO.
 PE0207
 PE0207                          STATION RECOVERY (1966)
 PE0207
 PE0207'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (RRG)
 PE0207'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND ALL IN
 PE0207'GOOD CONDITION.  THE STATION MAY BE REACHED BY GOING 0.15
 PE0207'MILE NORTH ALONG STATE HIGHEWAY 186 FROM THE POST OFFICE AT
 PE0207'GOULDSBORO, THENCE 0.7 MILE NORTHEAST ALONG U.S. HIGHWAY 1, THENCE
 PE0207'0.1 MILE NORTHWEST ACROSS COUNTRY TO TOP OF HILL AND STATION
 PE0207'SITE.  ON PROPERTY OWNED BY MRS. LAWRENCE JOY IN 1966.  ON LEDGE
 PE0207'OF ROCK LOCALLY KNOWN AS HOVEYS LEDGE, SET ON TOP OF A LARGE
 PE0207'MASS OF BEDROCK WHICH IS AT THE HIGHEST PART OF HILL, 12 FEET
 PE0207'NORTH OF THE SOUTH EDGE OF LEDGE, 11 FEET EAST OF THE WEST
 PE0207'EDGE OF THE LEDGE AND SET FLUSH WITH LEDGE.  IT IS STAMPED
 PE0207'HOVEY 1860 1934.
 PE0207'
 PE0207'R.M. 1 IS 13.2 FEET SOUTHEAST OF THE STATION, 25.8 FEET SOUTH OF
 PE0207'RM NO. 2, 12-1/2 FEET EAST OF THE WEST EDGE OF LEDGE AND STAMPED
 PE0207'HOVEY NO 1 1934.
 PE0207'
 PE0207'R.M. NO 2 IS 21.2 FEET NORTHEAST OF THE STATION, 25.8 FEET NORTH
 PE0207'OF RM NO. 1 AND STAMPED HOVEY NO 2 1934.
 PE0207'
 PE0207'BENCH MARK F 169 1966 IS ABOUT 0.15 MILE SOUTHEAST OF THE
 PE0207'STATION AND IF STATION IS TO BE RE-OCCUPIED COULD BE USED AS AN
 PE0207'AZIMUTH.  THE BENCH MARK IS SET IN THE TOP OF A LARGE MASS OF
 PE0207'BEDROCK AND 103 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY.
 PE0207
 PE0207                          STATION RECOVERY (1966)
 PE0207
 PE0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 PE0207'0.8 MI NE FROM GOULDSBORO.
 PE0207'0.15 MILE NORTH ALONG STATE HIGHWAY 186 FROM THE POST OFFICE AT
 PE0207'GOULDSBORO, THENCE 0.7 MILE NORTHEAST ALONG U.S. HIGHWAY 1,
 PE0207'ABOUT 0.1 MILE NORTHWEST OF THE HIGHWAY, ON PROPERTY OWNED BY
 PE0207'MRS. LAWRENCE JOY IN 1966, ON TOP OF A LEDGE OF ROCK LOCALLY
 PE0207'KNOWN AS HOVEYS LEDGE, SET ON THE TOP OF A LARGE MASS OF BEDROCK
 PE0207'WHICH IS AT THE HIGHEST PART OF HILL, 12 FEET NORTH OF THE SOUTH
 PE0207'EDGE OF LEDGE, 11 FEET EAST OF THE WEST EDGE OF LEDGE AND SET
 PE0207'FLUSH WITH THE LEDGE.
 PE0207
 PE0207                          STATION RECOVERY (1986)
 PE0207
 PE0207'RECOVERY NOTE BY US POWER SQUADRON 1986 (ELG)
 PE0207'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0208 ***********************************************************************
 PE0208  DESIGNATION -  HOVEY RM 1
 PE0208  PID         -  PE0208
 PE0208  STATE/COUNTY-  ME/HANCOCK
 PE0208  USGS QUAD   -  WINTER HARBOR (1985)
 PE0208
 PE0208                         *CURRENT SURVEY CONTROL
 PE0208  ___________________________________________________________________
 PE0208* NAD 83(1986)-  44 29 18.     (N)    068 02 10.     (W)     SCALED    
 PE0208* NAVD 88     -        43.957  (meters)     144.22   (feet)  ADJUSTED  
 PE0208  ___________________________________________________________________
 PE0208  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 PE0208  DYNAMIC HT  -          43.955 (meters)     144.21  (feet)  COMP
 PE0208  MODELED GRAV-     980,579.9   (mgal)                       NAVD 88
 PE0208
 PE0208  VERT ORDER  -  SECOND    CLASS 0
 PE0208
 PE0208.The horizontal coordinates were scaled from a topographic map and have
 PE0208.an estimated accuracy of +/- 6 seconds.
 PE0208
 PE0208.The orthometric height was determined by differential leveling
 PE0208.and adjusted by the National Geodetic Survey in June 1991..
 PE0208
 PE0208.The geoid height was determined by GEOID03.
 PE0208
 PE0208.The dynamic height is computed by dividing the NAVD 88
 PE0208.geopotential number by the normal gravity value computed on the
 PE0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0208.degrees latitude (g = 980.6199 gals.).
 PE0208
 PE0208.The modeled gravity was interpolated from observed gravity values.
 PE0208
 PE0208;                    North         East    Units  Estimated Accuracy
 PE0208;SPC ME E     -    91,390.      336,900.      MT  (+/- 180 meters Scaled)
 PE0208
 PE0208                          SUPERSEDED SURVEY CONTROL
 PE0208
 PE0208  NGVD 29 (??/??/92)   44.155  (m)          144.87   (f) ADJ UNCH    2 0
 PE0208
 PE0208.Superseded values are not recommended for survey control.
 PE0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0208.See file dsdata.txt to determine how the superseded data were derived.
 PE0208
 PE0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK766265(NAD 83)
 PE0208_MARKER: DR = REFERENCE MARK DISK
 PE0208_SETTING: 66 = SET IN ROCK OUTCROP
 PE0208_SP_SET: BEDROCK
 PE0208_STAMPING: HOVEY NO 1 1934
 PE0208_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0208+STABILITY: POSITION/ELEVATION WELL
 PE0208
 PE0208  HISTORY     - Date     Condition        Report By
 PE0208  HISTORY     - 1934     MONUMENTED       CGS
 PE0208  HISTORY     - 1966     GOOD             NGS
 PE0208  HISTORY     - 1986     GOOD             USPSQD
 PE0208
 PE0208                          STATION DESCRIPTION
 PE0208
 PE0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0208'0.8 MI NE FROM GOULDSBORO.
 PE0208'AT THE HOVEY STATION SITE, SET ON THE TOP OF A LARGE MASS OF
 PE0208'BEDROCK, ON TOP OF A HILL, 13.2 FEET SOUTHEAST OF THE STATION
 PE0208'DESCRIBED, 12 1/2 FEET EAST OF THE WEST EDGE OF LEDGE, 25.8 FEET
 PE0208'SOUTH OF RM 2 DESCRIBED AND FLUSH WITH BEDROCK.
 PE0208
 PE0208                          STATION RECOVERY (1986)
 PE0208
 PE0208'RECOVERY NOTE BY US POWER SQUADRON 1986 (ELG)
 PE0208'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0206 ***********************************************************************
 PE0206  DESIGNATION -  HOVEY RM 2
 PE0206  PID         -  PE0206
 PE0206  STATE/COUNTY-  ME/HANCOCK
 PE0206  USGS QUAD   -  WINTER HARBOR (1985)
 PE0206
 PE0206                         *CURRENT SURVEY CONTROL
 PE0206  ___________________________________________________________________
 PE0206* NAD 83(1986)-  44 29 18.     (N)    068 02 10.     (W)     SCALED    
 PE0206* NAVD 88     -        43.723  (meters)     143.45   (feet)  ADJUSTED  
 PE0206  ___________________________________________________________________
 PE0206  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 PE0206  DYNAMIC HT  -          43.721 (meters)     143.44  (feet)  COMP
 PE0206  MODELED GRAV-     980,579.9   (mgal)                       NAVD 88
 PE0206
 PE0206  VERT ORDER  -  SECOND    CLASS 0
 PE0206
 PE0206.The horizontal coordinates were scaled from a topographic map and have
 PE0206.an estimated accuracy of +/- 6 seconds.
 PE0206
 PE0206.The orthometric height was determined by differential leveling
 PE0206.and adjusted by the National Geodetic Survey in June 1991..
 PE0206
 PE0206.The geoid height was determined by GEOID03.
 PE0206
 PE0206.The dynamic height is computed by dividing the NAVD 88
 PE0206.geopotential number by the normal gravity value computed on the
 PE0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0206.degrees latitude (g = 980.6199 gals.).
 PE0206
 PE0206.The modeled gravity was interpolated from observed gravity values.
 PE0206
 PE0206;                    North         East    Units  Estimated Accuracy
 PE0206;SPC ME E     -    91,390.      336,900.      MT  (+/- 180 meters Scaled)
 PE0206
 PE0206                          SUPERSEDED SURVEY CONTROL
 PE0206
 PE0206  NGVD 29 (??/??/92)   43.922  (m)          144.10   (f) ADJ UNCH    2 0
 PE0206
 PE0206.Superseded values are not recommended for survey control.
 PE0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0206.See file dsdata.txt to determine how the superseded data were derived.
 PE0206
 PE0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK766265(NAD 83)
 PE0206_MARKER: DR = REFERENCE MARK DISK
 PE0206_SETTING: 66 = SET IN ROCK OUTCROP
 PE0206_SP_SET: BEDROCK
 PE0206_STAMPING: HOVEY NO 2 1934
 PE0206_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0206+STABILITY: POSITION/ELEVATION WELL
 PE0206
 PE0206  HISTORY     - Date     Condition        Report By
 PE0206  HISTORY     - 1934     MONUMENTED       CGS
 PE0206  HISTORY     - 1966     GOOD             NGS
 PE0206  HISTORY     - 1986     GOOD             USPSQD
 PE0206
 PE0206                          STATION DESCRIPTION
 PE0206
 PE0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0206'0.8 MI NE FROM GOULDSBORO.
 PE0206'AT THE HOVEY STATION SITE, SET ON THE TOP OF A LARGE MASS OF
 PE0206'BEDROCK, 21.2 FEET NORTHEAST OF THE STATION DESCRIBED, 28.5 FEET
 PE0206'NORTH OF THE SOUTH EDGE OF THE LEDGE OF ROCK, 25.8 FEET NORTH
 PE0206'OF HOVEY RM 1 AND ABOUT FLUSH WITH BEDROCK.
 PE0206
 PE0206                          STATION RECOVERY (1986)
 PE0206
 PE0206'RECOVERY NOTE BY US POWER SQUADRON 1986 (ELG)
 PE0206'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0468 ***********************************************************************
 QG0468  DESIGNATION -  HOW RESET
 QG0468  PID         -  QG0468
 QG0468  STATE/COUNTY-  ME/PENOBSCOT
 QG0468  USGS QUAD   -  HOWLAND (1988)
 QG0468
 QG0468                         *CURRENT SURVEY CONTROL
 QG0468  ___________________________________________________________________
 QG0468* NAD 83(1996)-  45 14 52.05854(N)    068 40 07.44871(W)     ADJUSTED  
 QG0468* NAVD 88     -        48.395  (meters)     158.78   (feet)  ADJUSTED  
 QG0468  ___________________________________________________________________
 QG0468  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 QG0468  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 QG0468  DYNAMIC HT  -          48.394 (meters)     158.77  (feet)  COMP
 QG0468  MODELED GRAV-     980,610.7   (mgal)                       NAVD 88
 QG0468
 QG0468  HORZ ORDER  -  SECOND
 QG0468  VERT ORDER  -  SECOND    CLASS 0
 QG0468
 QG0468.The horizontal coordinates were established by classical geodetic methods
 QG0468.and adjusted by the National Geodetic Survey in March 1998..
 QG0468
 QG0468.The orthometric height was determined by differential leveling
 QG0468.and adjusted by the National Geodetic Survey in June 1991..
 QG0468
 QG0468.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG0468
 QG0468.The geoid height was determined by GEOID03.
 QG0468
 QG0468.The dynamic height is computed by dividing the NAVD 88
 QG0468.geopotential number by the normal gravity value computed on the
 QG0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0468.degrees latitude (g = 980.6199 gals.).
 QG0468
 QG0468.The modeled gravity was interpolated from observed gravity values.
 QG0468
 QG0468;                    North         East     Units Scale Factor Converg.
 QG0468;SPC ME E     -   175,693.011   286,754.515   MT  0.99990216   -0 07 11.4
 QG0468;UTM  19      - 5,010,531.145   525,995.907   MT  0.99960831   +0 14 06.9
 QG0468
 QG0468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG0468!SPC ME E     -   0.99999626  x   0.99990216  =   0.99989842
 QG0468!UTM  19      -   0.99999626  x   0.99960831  =   0.99960457
 QG0468
 QG0468:                Primary Azimuth Mark                     Grid Az
 QG0468:SPC ME E     -  RIVER                                    018 24 01.6
 QG0468:UTM  19      -  RIVER                                    018 02 43.3
 QG0468
 QG0468|---------------------------------------------------------------------|
 QG0468| PID    Reference Object                     Distance      Geod. Az  |
 QG0468|                                                           dddmmss.s |
 QG0468| QG0472 RIVER                               413.610 METERS 0181650.2 |
 QG0468| QG1420 HOWLAND PINE TREE TANNING STK       APPROX. 1.5 KM 1364059.9 |
 QG0468| QG1419 HOWLAND PINE TREE TANNING TANK      APPROX. 1.4 KM 1414912.7 |
 QG0468| CE8891 HOW RM 3                             13.437 METERS 18514     |
 QG0468| QG0467 HOW RM 1                             13.556 METERS 18534     |
 QG0468| CE8892 HOW RM 4                             27.584 METERS 27600     |
 QG0468| QG0469 HOW RM 2                             27.685 METERS 27615     |
 QG0468|---------------------------------------------------------------------|
 QG0468
 QG0468                          SUPERSEDED SURVEY CONTROL
 QG0468
 QG0468  NAD 83(1992)-  45 14 52.05741(N)    068 40 07.44724(W) AD(       ) 2
 QG0468  NAD 83(1986)-  45 14 52.06362(N)    068 40 07.45316(W) AD(       ) 2
 QG0468  NAD 27      -  45 14 51.85910(N)    068 40 09.34070(W) AD(       ) 2
 QG0468  NGVD 29 (??/??/92)   48.599  (m)          159.45   (f) ADJ UNCH    2 0
 QG0468
 QG0468.Superseded values are not recommended for survey control.
 QG0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0468.See file dsdata.txt to determine how the superseded data were derived.
 QG0468
 QG0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL2599610531(NAD 83)
 QG0468_MARKER: DS = TRIANGULATION STATION DISK
 QG0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0468_STAMPING: HOW 1958
 QG0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0468+STABILITY: SURFACE MOTION
 QG0468
 QG0468  HISTORY     - Date     Condition        Report By
 QG0468  HISTORY     - 1958     MONUMENTED       CGS
 QG0468  HISTORY     - 1959     GOOD             NGS
 QG0468  HISTORY     - 1974     SEE DESCRIPTION  LOCSUR
 QG0468  HISTORY     - 1975     SEE DESCRIPTION  NGS
 QG0468  HISTORY     - 1979     GOOD             NGS
 QG0468  HISTORY     - 1981     GOOD             MEDT
 QG0468  HISTORY     - 1981     GOOD             USGS
 QG0468
 QG0468                          STATION DESCRIPTION
 QG0468
 QG0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 QG0468'STATION IS LOCATED ABOUT 3/4 MILE NORTHWEST OF HOWLAND, ON THE
 QG0468'SOUTH BANK OF THE PISCATAQUIS RIVER AND ON PROPERTY OWNED BY
 QG0468'THE ST. REGIS PAPER CO.
 QG0468'
 QG0468'TO REACH THE STATION FROM THE SOUTH END OF THE BRIDGE OVER THE
 QG0468'PISCATAQUIS RIVER IN HOWLAND.  GO LEFT ALONG THE SOUTH SIDE
 QG0468'OF THE RIVER ON THE BLACKTOPPED ROAD FOR 0.75 MILE TO AN OPENING
 QG0468'IN THE BRUSH AND TREES ON THE RIGHT AND THE STATION ON THE RIGHT.
 QG0468'
 QG0468'STATION MARK, A STANDARD DISK STAMPED HOW 1958, IS SET IN A
 QG0468'12 INCH SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  THE MARK IS
 QG0468'48 FEET EAST-NORTHEAST OF THE CENTER OF THE BLACKTOP ROAD,
 QG0468'87 FEET EAST OF POWER AND TELEPHONE POLE NO. 24, 47 FEET
 QG0468'SOUTH-SOUTHWEST OF THE RIVER BANK AND 21 FEET NORTHEAST OF THE
 QG0468'WITNESS POST.
 QG0468'
 QG0468'REFERENCE MARK NUMBER 1, A STANDARD DISK STAMPED HOW NO. 1 1958,
 QG0468'IS SET IN A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES
 QG0468'ON ONE SIDE AND IS FLUSH ON THE OTHER SIDE.  THE MARK IS 30 FEET
 QG0468'SOUTH-SOUTHEAST OF THE WITNESS POST AND 19 FEET EAST-NORTHEAST
 QG0468'OF THE CENTER OF THE BLACKTOP ROAD.
 QG0468'
 QG0468'REFERENCE MARK NUMBER 2, A STANDARD DISK STAMPED HOW NO. 2 1958,
 QG0468'IS SET IN A 12 INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 QG0468'SURFACE OF THE GROUND.  THE MARK IS 34 FEET NORTH-NORTHWEST OF A
 QG0468'DRIVEWAY, 21 FEET WEST-SOUTHWEST OF THE CENTER OF THE BLACKTOP
 QG0468'ROAD, 9 FEET SOUTHWEST OF A DRIVEWAY AND 8 FEET NORTHEAST OF
 QG0468'POWER AND TELEPHONE POLE NO. 24.
 QG0468'
 QG0468'NOTE--TRIANGULATION STATION RIVER WAS USED AS THE AZIMUTH MARK
 QG0468'FOR THIS STATION.
 QG0468'
 QG0468'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 QG0468
 QG0468                          STATION RECOVERY (1959)
 QG0468
 QG0468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 QG0468'0.7 MI NW FROM HOWLAND.
 QG0468'0.7 MILE NORTHWEST ALONG AN ASPHALT STREET FROM THE SOUTH END OF
 QG0468'THE STATE HIGHWAY 116 BRIDGE OVER THE PISCATAQUIS RIVER AT
 QG0468'HOWLAND, ALONG THE EAST SLOPE OF RIVER BANK, 47 1/2 FEET EAST
 QG0468'OF THE CENTER LINE OF THE ASPHALT ROAD, 50 FEET WEST OF THE
 QG0468'WEST EDGE OF THE RIVER, 21.5 FEET NORTHEAST OF A METAL WITNESS
 QG0468'POST, 2 FEET BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF
 QG0468'A CONCRETE POST PROJECTING 2 INCHES ABOVE THE GROUND.
 QG0468
 QG0468                          STATION RECOVERY (1974)
 QG0468
 QG0468'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974 (DM)
 QG0468'HOW 1958 (UNDERGROUND) GOOD - SURFACE MARK DESTROYED
 QG0468'
 QG0468'HOW NO. 2 1958 FAIR - APPEARS TO HAVE BEEN MOVED BY FROST
 QG0468'ACTION/OR SNOW PLOWING
 QG0468
 QG0468                          STATION RECOVERY (1975)
 QG0468
 QG0468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 QG0468'THE SURFACE MARK HAS BEEN DESTROYED, THE SUBSURFACE MARK WAS
 QG0468'RECOVERED AND A NEW SURFACE MARK WAS ESTABLISHED AT THIS
 QG0468'TIME.  REFERENCE MARK 1 HAS BEEN DESTROYED, MAINE DEPARTMENT
 QG0468'OF TRANSPORTATION HAS SET ONE OF THEIR MARKS AND STAMPED RM
 QG0468'3.  REFERENCE MARK 2 WAS FOUND SLIGHTLY TILTED, DISK WAS
 QG0468'RESTAMPED NO 4 1975, THE MARK IS SOLID AND THE PROPERTY OWNER
 QG0468'SAID IT WOULD NOT BE DISTURBED.
 QG0468'
 QG0468'THE STATION IS LOCATED ABOUT 3/4 MILE NORTHWEST OF HOWLAND, ON
 QG0468'THE SOUTHWEST SIDE OF THE PISATAQUIS RIVER, 3/4 MILE
 QG0468'NORTH-NORTHWEST OF THE BRIDGE OVER THE PISCATAQUIS RIVER AND ON
 QG0468'THE PROPERTY OF MR. EDMUND MARTIN WHO LIVES IN THE NEW HOUSE JUST
 QG0468'NORTHWEST OF THE STATION ACROSS THE ROAD.
 QG0468'
 QG0468'TO REACH THE STATION FROM THE SOUTHWEST END OF THE BRIDGE OVER
 QG0468'THE PISCATAQUIS RIVER (STATE HIGHWAY 116), GO NORTHWESTERLY
 QG0468'ALONG THE SOUTHWEST SIDE OF THE RIVER FOR 0.75 MILE TO THE
 QG0468'STATION ON THE RIGHT.
 QG0468'
 QG0468'STATION IS A STANDARD DISK SET IN TOP OF 12 INCH ROUND CONCRETE
 QG0468'MONUMENT PROJECTING ABOUT 4 INCHES ABOVE THE GROUND AND IS
 QG0468'STAMPED HOW 1958 1975.  IT IS 87 FEET EAST-SOUTHEAST OF POWER
 QG0468'POLE 24, 48 FEET EAST NORTHEAST OF CENTER OF ROAD, 48 FEET
 QG0468'WEST-SOUTHWEST OF RIVER BANK AND 3.5 FEET SOUTH-SOUTHEAST OF
 QG0468'WITNESS POST.
 QG0468'
 QG0468'REFERENCE MARK 3 IS A MAINE DEPRTMENT OF TRANSPORTATION DISK SET
 QG0468'IN A DRILL HOLE IN OUTCROP OF ROCK FLUSH WITH THE GROUND AND
 QG0468'STAMPED RM 3.  IT IS 93.5 FEET SOUTHEAST OF POWER POLE 24,
 QG0468'47.9 FEET SOUTHWEST OF WITNESS POST AND 20 FEET EAST OF CENTER OF
 QG0468'ROAD.
 QG0468'
 QG0468'REFERENCE MARK 4 IS A STANDARD DISK SET TOP OF 12 INCH SQUARE
 QG0468'CONCRETE MONUMENT FLUSH WITH THE GROUND AND IS SLIGHTLY TILTED,
 QG0468'THE DISK IS STAMPED HOW NO 4 1958 1975.  (IT IS THE ORIGINAL RM 2
 QG0468'RESTAMPED) IT IS 21 FEET WEST-SOUTHWEST OF CENTER OF ROAD, 8
 QG0468'FEET NORTHEAST OF POWER POLE 24 AND 2 FEET SOUTH OF EDGE OF
 QG0468'BLACKTOP DRIVEWAY LEADING TO MR ED MARTINS HOUSE.
 QG0468'
 QG0468'STATION RIVER 1958 MAY BE USED AS AZIMUTH.
 QG0468'
 QG0468'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QG0468'3/4 MILE NORTHWEST OF HOWLAND.
 QG0468
 QG0468                          STATION RECOVERY (1979)
 QG0468
 QG0468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 QG0468'THE STATION MARK AND REFERENCE MARKS 3 AND 4 WERE RECOVERED IN GOOD
 QG0468'CONDITION.  THE DIRECTIONS TO THE MARKS CHECKED.  THE DISTANCE TO
 QG0468'REFERENCE MARK 3 CHECKED BUT A LOWER VALUE OF 0.015 METERS TO
 QG0468'REFERENCE MARK 4 AND A LOWER VALUE OF 0.048 METERS BETWEEN THE
 QG0468'REFERENCE MARKS WAS NOTED AT THIS TIME.  THE 1975 DESCRIPTION IS
 QG0468'ADEQUATE FOR RECOVERING THE STATION.
 QG0468'
 QG0468'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 101.22 FEET.
 QG0468
 QG0468                          STATION RECOVERY (1981)
 QG0468
 QG0468'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1981 (BJR)
 QG0468'HOW - 1958 RECOVERED GOOD.
 QG0468'
 QG0468'HOW NO. 4 - 1958 RECOVERED GOOD.
 QG0468'
 QG0468'HOW NO. 3 - 1958 RECOVERED GOOD.
 QG0468'
 QG0468'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT .75 MI. NORTHWEST OF
 QG0468'HOWLAND.
 QG0468
 QG0468                          STATION RECOVERY (1981)
 QG0468
 QG0468'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 QG0468'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0467 ***********************************************************************
 QG0467  DESIGNATION -  HOW RM 1
 QG0467  PID         -  QG0467
 QG0467  STATE/COUNTY-  ME/PENOBSCOT
 QG0467  USGS QUAD   -  HOWLAND (1988)
 QG0467
 QG0467                         *CURRENT SURVEY CONTROL
 QG0467  ___________________________________________________________________
 QG0467* NAD 83(1986)-  45 14 51.     (N)    068 40 07.     (W)     SCALED    
 QG0467* NAVD 88     -        48.734  (meters)     159.89   (feet)  ADJUSTED  
 QG0467  ___________________________________________________________________
 QG0467  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 QG0467  DYNAMIC HT  -          48.734 (meters)     159.89  (feet)  COMP
 QG0467  MODELED GRAV-     980,610.7   (mgal)                       NAVD 88
 QG0467
 QG0467  VERT ORDER  -  SECOND    CLASS 0
 QG0467
 QG0467.The horizontal coordinates were scaled from a topographic map and have
 QG0467.an estimated accuracy of +/- 6 seconds.
 QG0467
 QG0467.The orthometric height was determined by differential leveling
 QG0467.and adjusted by the National Geodetic Survey in June 1991..
 QG0467
 QG0467.The geoid height was determined by GEOID03.
 QG0467
 QG0467.The dynamic height is computed by dividing the NAVD 88
 QG0467.geopotential number by the normal gravity value computed on the
 QG0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0467.degrees latitude (g = 980.6199 gals.).
 QG0467
 QG0467.The modeled gravity was interpolated from observed gravity values.
 QG0467
 QG0467;                    North         East    Units  Estimated Accuracy
 QG0467;SPC ME E     -   175,660.      286,760.      MT  (+/- 180 meters Scaled)
 QG0467
 QG0467                          SUPERSEDED SURVEY CONTROL
 QG0467
 QG0467  NGVD 29 (??/??/92)   48.939  (m)          160.56   (f) ADJ UNCH    2 0
 QG0467
 QG0467.Superseded values are not recommended for survey control.
 QG0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0467.See file dsdata.txt to determine how the superseded data were derived.
 QG0467
 QG0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL260104(NAD 83)
 QG0467_MARKER: DR = REFERENCE MARK DISK
 QG0467_SETTING: 66 = SET IN ROCK OUTCROP
 QG0467_SP_SET: ROCK OUTCROP
 QG0467_STAMPING: HOW NO 1 1958
 QG0467_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0467+STABILITY: POSITION/ELEVATION WELL
 QG0467
 QG0467  HISTORY     - Date     Condition        Report By
 QG0467  HISTORY     - 1958     MONUMENTED       CGS
 QG0467  HISTORY     - 1959     GOOD             NGS
 QG0467
 QG0467                          STATION DESCRIPTION
 QG0467
 QG0467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QG0467'0.7 MI NW FROM HOWLAND.
 QG0467'0.7 MILE NORTHWEST ALONG AN ASPHALT STREET FROM THE SOUTH END
 QG0467'OF THE STATE HIGHWAY 116 BRIDGE OVER THE PISCATAQUIS RIVER AT
 QG0467'HOWLAND, 44.5 FEET SOUTH-SOUTHWEST OF THE STATION, 19 1/2 FEET
 QG0467'EAST OF THE CENTER LINE OF THE STREET, SET ON TOP OF A
 QG0467'3-BY-3-FOOT OUTCROP WHICH PROJECTS 1 FOOT ABOVE THE GROUND, 29.8
 QG0467'FEET SOUTHWEST OF A METAL WITNESS POST, AND ABOUT 2 FEET BELOW
 QG0467'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0469 ***********************************************************************
 QG0469  DESIGNATION -  HOW RM 2
 QG0469  PID         -  QG0469
 QG0469  STATE/COUNTY-  ME/PENOBSCOT
 QG0469  USGS QUAD   -  HOWLAND (1988)
 QG0469
 QG0469                         *CURRENT SURVEY CONTROL
 QG0469  ___________________________________________________________________
 QG0469* NAD 83(1986)-  45 14 51.     (N)    068 40 07.     (W)     SCALED    
 QG0469* NAVD 88     -        49.219  (meters)     161.48   (feet)  ADJUSTED  
 QG0469  ___________________________________________________________________
 QG0469  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 QG0469  DYNAMIC HT  -          49.219 (meters)     161.48  (feet)  COMP
 QG0469  MODELED GRAV-     980,610.7   (mgal)                       NAVD 88
 QG0469
 QG0469  VERT ORDER  -  SECOND    CLASS 0
 QG0469
 QG0469.The horizontal coordinates were scaled from a topographic map and have
 QG0469.an estimated accuracy of +/- 6 seconds.
 QG0469
 QG0469.The orthometric height was determined by differential leveling
 QG0469.and adjusted by the National Geodetic Survey in June 1991..
 QG0469
 QG0469.The geoid height was determined by GEOID03.
 QG0469
 QG0469.The dynamic height is computed by dividing the NAVD 88
 QG0469.geopotential number by the normal gravity value computed on the
 QG0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0469.degrees latitude (g = 980.6199 gals.).
 QG0469
 QG0469.The modeled gravity was interpolated from observed gravity values.
 QG0469
 QG0469;                    North         East    Units  Estimated Accuracy
 QG0469;SPC ME E     -   175,660.      286,760.      MT  (+/- 180 meters Scaled)
 QG0469
 QG0469                          SUPERSEDED SURVEY CONTROL
 QG0469
 QG0469  NGVD 29 (??/??/92)   49.423  (m)          162.15   (f) ADJ UNCH    2 0
 QG0469
 QG0469.Superseded values are not recommended for survey control.
 QG0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0469.See file dsdata.txt to determine how the superseded data were derived.
 QG0469
 QG0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL260104(NAD 83)
 QG0469_MARKER: DR = REFERENCE MARK DISK
 QG0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0469_STAMPING: HOW NO 2 1958
 QG0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0469+STABILITY: SURFACE MOTION
 QG0469
 QG0469  HISTORY     - Date     Condition        Report By
 QG0469  HISTORY     - 1958     MONUMENTED       CGS
 QG0469  HISTORY     - 1959     GOOD             NGS
 QG0469
 QG0469                          STATION DESCRIPTION
 QG0469
 QG0469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QG0469'0.7 MI NW FROM HOWLAND.
 QG0469'0.7 MILE NORTHWEST ALONG AN ASPHALT ROAD FROM THE SOUTH END OF
 QG0469'THE STATE HIGHWAY 116 BRIDGE OVER THE PISCATAQUIS RIVER AT
 QG0469'HOWLAND, 91.0 FEET NORTHWEST AND ACROSS THE STREET FROM THE
 QG0469'STATION, 22 1/2 FEET WEST-SOUTHWEST OF THE CENTER LINE OF THE
 QG0469'STREET, 8 1/2 FEET NORTH OF POWER LINE POLE NO. 24, 9 FEET SOUTH
 QG0469'OF THE CENTER LINE OF A DRIVEWAY, ABOUT LEVEL WITH THE STREET
 QG0469'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 QG0469'THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1029 ***********************************************************************
 PD1029  DESIGNATION -  HOWARD
 PD1029  PID         -  PD1029
 PD1029  STATE/COUNTY-  ME/WASHINGTON
 PD1029  USGS QUAD   -  MACHIAS (1977)
 PD1029
 PD1029                         *CURRENT SURVEY CONTROL
 PD1029  ___________________________________________________________________
 PD1029* NAD 83(1996)-  44 37 46.12487(N)    067 23 43.22433(W)     ADJUSTED  
 PD1029* NAVD 88     -        81.8    (meters)     268.     (feet)  VERTCON   
 PD1029  ___________________________________________________________________
 PD1029  LAPLACE CORR-           4.56  (seconds)                    DEFLEC99
 PD1029  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 PD1029
 PD1029  HORZ ORDER  -  FIRST
 PD1029
 PD1029.The horizontal coordinates were established by classical geodetic methods
 PD1029.and adjusted by the National Geodetic Survey in March 1998..
 PD1029
 PD1029.The NAVD 88 height was computed by applying the VERTCON shift value to
 PD1029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PD1029
 PD1029.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1029
 PD1029.The geoid height was determined by GEOID03.
 PD1029
 PD1029;                    North         East     Units Scale Factor Converg.
 PD1029;SPC ME E     -   107,565.963   387,649.774   MT  0.99999444   +0 46 33.9
 PD1029;UTM  19      - 4,943,043.906   627,284.442   MT  0.99979923   +1 07 38.8
 PD1029
 PD1029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD1029!SPC ME E     -   0.99999074  x   0.99999444  =   0.99998518
 PD1029!UTM  19      -   0.99999074  x   0.99979923  =   0.99978998
 PD1029
 PD1029:                Primary Azimuth Mark                     Grid Az
 PD1029:SPC ME E     -  HOWARD AZ MK                             006 59 32.9
 PD1029:UTM  19      -  HOWARD AZ MK                             006 38 28.0
 PD1029
 PD1029|---------------------------------------------------------------------|
 PD1029| PID    Reference Object                     Distance      Geod. Az  |
 PD1029|                                                           dddmmss.s |
 PD1029| CE8019 HOWARD AZ MK                                       0074606.8 |
 PD1029| PD0220 HOWARD RM 1                           5.578 METERS 06917     |
 PD1029| PD0964 COLVILLE                            APPROX.14.5 KM 0761158.4 |
 PD1029| PD0991 THORNTON FLAG                       APPROX. 9.3 KM 0920508.0 |
 PD1029| PD0955 OLD MAN                             APPROX.12.7 KM 0950134.9 |
 PD1029| CE8020 HOWARD RM 2                           7.029 METERS 13128     |
 PD1029| PD1113 JONESPORT CHURCH SPIRE              APPROX.19.2 KM 2362322.9 |
 PD1029| PD1003 NEW BARN NORTH GABLE                APPROX. 3.6 KM 2394050.6 |
 PD1029| PD1071 PIGEON                              APPROX.43.8 KM 2435447.5 |
 PD1029| PD1010 YELLOW HSE E WHITISH GRAY CHIM      APPROX. 7.6 KM 3183800.7 |
 PD1029| PD1016 WHITE HOUSE WEST CHIMNEY            APPROX. 5.3 KM 3280148.7 |
 PD1029| PD1023 MACHIAS WHITE SPIRE                 APPROX.10.8 KM 3324117.2 |
 PD1029| CE8021 HOWARD RM 3                                        33334     |
 PD1029|---------------------------------------------------------------------|
 PD1029
 PD1029                          SUPERSEDED SURVEY CONTROL
 PD1029
 PD1029  NAD 83(1992)-  44 37 46.12056(N)    067 23 43.22213(W) AD(       ) 1
 PD1029  NAD 83(1986)-  44 37 46.11645(N)    067 23 43.22460(W) AD(       ) 1
 PD1029  NAD 27      -  44 37 45.83600(N)    067 23 45.27100(W) AD(       ) 1
 PD1029  NGVD 29 (07/19/86)   82.0    (m)          269.     (f) VERT ANG       
 PD1029
 PD1029.Superseded values are not recommended for survey control.
 PD1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1029.See file dsdata.txt to determine how the superseded data were derived.
 PD1029
 PD1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK2728443044(NAD 83)
 PD1029
 PD1029  HISTORY     - Date     Condition        Report By
 PD1029  HISTORY     - 1859     MONUMENTED       CGS
 PD1029  HISTORY     - 1913     SEE DESCRIPTION  CGS
 PD1029  HISTORY     - 1932     SEE DESCRIPTION  MEGS
 PD1029  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PD1029  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD1029  HISTORY     - 1959     SEE DESCRIPTION  CGS
 PD1029  HISTORY     - 1960     SEE DESCRIPTION  CGS
 PD1029  HISTORY     - 1962     SEE DESCRIPTION  CGS
 PD1029
 PD1029                          STATION DESCRIPTION
 PD1029
 PD1029'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 PD1029'STATION IS ON A VERY PROMINENT HIGH BARE HILL KNOWN
 PD1029'AS HOWARD MOUNTAIN, LOCATED ABOUT 5 MILES S OF MACHIASPORT,
 PD1029'AND 1 MILE S OF BUCKS HARBOR, AND LESS THAN 1/2 MILE
 PD1029'NW OF THE HEAD OF HOWARD BAY.  THE LATTER IS AN ARM OF
 PD1029'THE W SIDE OF MACHIAS BAY.  THE ROAD FROM THE N CROSSES
 PD1029'THE FOOT OF THE HILL ON THE E SIDE, AND FROM IT, NEAR
 PD1029'THE HEAD OF HOWARD BAY, A WELL-WORN TRAIL LEADS TO THE
 PD1029'SUMMIT.  THE STATION IS ABOUT 3 METERS W OF THE HIGHEST POINT
 PD1029'OF THE LEDGE AND ABOUT 4 FEET FROM THE SOUTHERN EDGE, AND IS
 PD1029'MARKED BY A COPPER BOLT SET IN A HOLE IN THE ROCK, THE TOP
 PD1029'OF OF THE BOLT BEING SLIGHTLY BELOW THE SURFACE OF THE ROCK.
 PD1029
 PD1029                          STATION RECOVERY (1932)
 PD1029
 PD1029'RECOVERY NOTE BY MAINE GEODETIC SURVEY 1932
 PD1029'THE STATION IS MARKED BY A COPPER BOLT IN THE LEDGE AND I FOUND
 PD1029'THE BOLT FIRMLY IN PLACE WHEN I VISITED THE STATION IN JULY AND
 PD1029'AUGUST 1932, BUT THE HEAD WAS CONSIDERABLY BATTERED AND THE BOLT
 PD1029'WAS NOT EASY TO FIND, BECAUSE OF THE ROUGHNESS OF THE LEDGE.
 PD1029'
 PD1029'I FOUND FIVE DRILL HOLES ON THE SUMMIT, ALTHOUGH
 PD1029'NONE ARE MENTIONED IN THE DESCRIPTION.  ACCORDING TO
 PD1029'PROFESSOR HOSMER, OF THE MASSACHUSETTS INSTITUTE OF
 PD1029'TECHNOLOGY, TWO OF THESE HOLES WERE MADE SOME YEARS
 PD1029'AGO BY STUDENTS AT THE MASSACHUSETTS INSTITUTE OF
 PD1029'TECHNOLOGY, ENGINEERING CAMP, NEAR EAST MACHIAS, WHO
 PD1029'SOMETIMES OCCUPY THE STATION AND WHO MADE THE HOLES
 PD1029'FOR REFERENCE MARKS.  THE APPROXIMATE HORIZONTAL
 PD1029'DISTANCES AND AZIMUTHS OF THESE TWO HOLES FROM THE
 PD1029'STATION ARE AS FOLLOWS--16.0 FEET, 156 DEG.  10.0
 PD1029'FEET, 288-1/2 DEG.  THE LATTER HOLE IS AT THE HIGHEST
 PD1029'POINT OF THE LEDGE AND IS EASY TO FIND.
 PD1029'
 PD1029'THE OTHER THREE HOLES APPEARED TO BE ON LINES TO
 PD1029'OTHER STATIONS, AS FOLLOWS.  AND WERE PROBABLY MADE
 PD1029'WHEN THE STATION WAS ORIGINALLY OCCUPIED--PIGEON HILL 32.9
 PD1029'FEET.  EAST BASE 51.2 FEET.  MITTEN MOUNT 14.15 FEET.
 PD1029'
 PD1029'THERE MAY BE OTHER RANGE HOLES WHICH I MISSED
 PD1029'BECAUSE OF THE ROUGHNESS OF THE LEDGE, WHICH IS
 PD1029'COVERED IN PLACES WITH MOSS AND SOIL.
 PD1029'
 PD1029'THE VIEW FROM THE STATION IS CLEAR, EXCEPT FOR A FEW
 PD1029'SMALL SCATTERED TREES.  NEAR THE STATION WAS THE WRECKAGE OF A
 PD1029'SIGNAL TRIPOD WHICH HAD BEEN USED BY THE MASSACHUSETTS
 PD1029'INSTITUTE OF TECHNOLOGY STUDENTS.
 PD1029'
 PD1029'I BUILT A SMALL CAIRN OVER THE BOLT.
 PD1029'
 PD1029'THE STATION MAY BE REACHED FROM MACHIAS OR MACHIASPORT,
 PD1029'BY A FAIRLY GOOD ROAD PASSING S THROUGH THE VILLAGES
 PD1029'OF LARRABEE AND BUCKS HARBOR, TO HOWARD BAY.  THE ROAD
 PD1029'CROSSES A BROOK AT THE HEAD OF HOWARD BAY AND THE TRAIL
 PD1029'LEAVES THE ROAD, ON THE WESTERN SIDE, A LITTLE MORE
 PD1029'THAN 600 FEET S OF THE BROOK.  THE ENTRANCE TO THE TRAIL
 PD1029'IS SOMEWHAT OBSCURE AND IS PART WAY UP A RATHER STEEP
 PD1029'GRADE IN THE ROAD.  THE TRAIL IS CONSIDERABLY GROWN UP WITH
 PD1029'BUSHES BUT IS NOT DIFFICULT TO FOLLOW, THE CLIMB TO
 PD1029'THE STATION REQUIRING ONLY ABOUT 10 MINUTES.
 PD1029
 PD1029                          STATION RECOVERY (1934)
 PD1029
 PD1029'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PD1029'THE STATION, FOUND AS DESCRIBED, IS ON A VERY PROMINENT HIGH
 PD1029'BARE HILL KNOWN AS HOWARD MOUNTAIN, LOCATED ABOUT 5 MILES S OF
 PD1029'S OF MACHIASPORT, AND 1 MILE S OF BUCK HARBOR AND LESS THAN
 PD1029'1/2 MILE NW OF THE HEAD OF HOWARD BAY.  THE LATTER IS AN ARM OF
 PD1029'OF THE W SIDE OF MACHIAS BAY.  THE STATION IS 3.05 METERS NW
 PD1029'OF A DRILL HOLE IN THE HIGHEST POINT OF THE LEDGE.  TWO OTHER
 PD1029'DRILL HOLES ARE 4.87 METERS AND 4.30 METERS FROM THE STATION,
 PD1029'BEING RESPECTIVELY APPROXIMATELY NW AND NNW OF THE STATION
 PD1029'MARK.
 PD1029'
 PD1029'THREE ADDITIONAL REFERENCE MARKS WERE ESTABLISHED.  THEY ARE
 PD1029'MARKED BY STANDARD DISKS WEDGED IN DRILL HOLES IN OUTCROPPING
 PD1029'BEDROCK.
 PD1029'
 PD1029'REFERENCE MARK NO. 3 BEING NNW OF THE STATION AND SLIGHTLY
 PD1029'LOWER IN ELEVATION.
 PD1029'
 PD1029'REFERENCE MARK NO. 1 BEING ENE OF THE STATION AND ABOUT 3
 PD1029'FEET LOWER AND REFERENCE MARK NO. 2 BEING SE OF THE
 PD1029'STATION AND ABOUT 1 FOOT LOWER.
 PD1029'
 PD1029'TO REACH FROM MACHIAS GO W ON HIGHWAY 1 ACROSS THE
 PD1029'BRIDGE IN MACHIAS, TURN LEFT AND CONTINUE DOWN RIGHT
 PD1029'BANK AT MACHIAS RIVER.  TAKE RIGHT FORK 8.0 MILES FROM MACHIAS
 PD1029'AND AT 8.8 MILES AGAIN TAKE RIGHT FORK.  AT 9.7 STOP TRUCK AT A
 PD1029'POINT HALFWAY UP STEEP GRADE.  A ROCKY STREAM TRAIL LEADS UP THE
 PD1029'HILL ON THE NW SIDE OF THE ROAD.  FOLLOW THIS TRAIL ABOUT
 PD1029'1/4 MILE TO SUMMIT AND STATION AFTER FIRST CROSSING A SMALL
 PD1029'RIDGE.
 PD1029
 PD1029                          STATION RECOVERY (1946)
 PD1029
 PD1029'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD1029'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  THE
 PD1029'DESCRIPTION IS ADEQUATE.  DISTANCES TO REFERENCE MARKS WERE CHECKED.
 PD1029
 PD1029                          STATION RECOVERY (1959)
 PD1029
 PD1029'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GFW)
 PD1029'STATION MARK AND REFERENCE MARKS NO. 2 AND NO. 3
 PD1029'WERE NOT RECOVERED.  REFERENCE MARK NO. 1 WAS RECOVERED
 PD1029'IN GOOD CONDITION.  THE SITE OF THIS STATION IS NOW
 PD1029'OCCUPIED BY THE BUCKS HARBOR AIR FORCE STATION.  THE MOST
 PD1029'NORTHERLY OF FOUR RADAR DOMES, LOCATED AT THE STATION, WAS
 PD1029'DESIGNED TO BE CENTERED OVER TRIANGULATION STATION HOWARD,
 PD1029'1859.  AS FAR AS COULD BE DETERMINED BY THIS PARTY THE DOME IS
 PD1029'IS VERY CLOSELY CENTERED OVER THE STATION, HOWEVER, IT IS
 PD1029'DOUBTFUL THAT THE FINIAL OF THE DOME IS IN THE PRECISE
 PD1029'POSITION AS THE STATION.
 PD1029
 PD1029                          STATION RECOVERY (1960)
 PD1029
 PD1029'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HRL)
 PD1029'REFERENCE MARK NO. 1 WAS RECOVERED AND FOUND TO BE
 PD1029'IN GOOD CONDITION.  THE OTHER MARKS WERE NOT RECOVERED AND
 PD1029'MAY BE CONSIDERED LOST.  THE MOST NORTHERLY OF FOUR RADAR DOMES
 PD1029'OF THE BUCKS HARBOR AIR FORCE STATION IS LOCATED OVER THE
 PD1029'STATION MARK.  THEREFORE STATION HOWARD 2 WAS ESTABLISHED
 PD1029'NEAR THE LOCATION OF THE ORIGINAL STATION.  IT WAS IMPOSSIBLE TO
 PD1029'MAKE A DIRECT TIE BETWEEN STATIONS.
 PD1029
 PD1029                          STATION RECOVERY (1962)
 PD1029
 PD1029'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (LD)
 PD1029'STATION IS LOST.
 PD1029'
 PD1029'AT BUCKS HARBOR AIR FORCE BASE, NEAR THE SUMMIT OF HOWARD
 PD1029'MOUNTAIN, 87.6 FEET SOUTH OF THE STATION, 0.5 FOOT EAST OF THE
 PD1029'EAST SIDE OF THE NORTH RADOME OF FOUR, SET IN THE TOP OF A LARGE
 PD1029'LARGE BEDROCK ABOUT LEVEL WITH THE BASE OF THE LARGE
 PD1029'RADOME.  NOTE--THE ARROW ON THIS REFERENCE MARK POINTS TO THE
 PD1029'OLD STATION WHICH IS NOW COVERED WITH THE RADOME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1129 ***********************************************************************
 PF1129  DESIGNATION -  HOWARD
 PF1129  PID         -  PF1129
 PF1129  STATE/COUNTY-  ME/CUMBERLAND
 PF1129  USGS QUAD   -  BRIDGTON (1983)
 PF1129
 PF1129                         *CURRENT SURVEY CONTROL
 PF1129  ___________________________________________________________________
 PF1129* NAD 83(1996)-  44 05 23.50256(N)    070 37 41.09526(W)     ADJUSTED  
 PF1129* NAVD 88     -       168.9    (meters)     554.     (feet)  VERTCON   
 PF1129  ___________________________________________________________________
 PF1129  LAPLACE CORR-           3.64  (seconds)                    DEFLEC99
 PF1129  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 PF1129
 PF1129  HORZ ORDER  -  SECOND
 PF1129
 PF1129.The horizontal coordinates were established by classical geodetic methods
 PF1129.and adjusted by the National Geodetic Survey in March 1998..
 PF1129
 PF1129.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF1129.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF1129
 PF1129.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1129
 PF1129.The geoid height was determined by GEOID03.
 PF1129
 PF1129;                    North         East     Units Scale Factor Converg.
 PF1129;SPC ME W     -   139,701.371   863,048.752   MT  0.99998345   -0 19 15.8
 PF1129;UTM  19      - 4,883,142.264   369,666.557   MT  0.99980892   -1 07 58.6
 PF1129
 PF1129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1129!SPC ME W     -   0.99997774  x   0.99998345  =   0.99996119
 PF1129!UTM  19      -   0.99997774  x   0.99980892  =   0.99978666
 PF1129
 PF1129|---------------------------------------------------------------------|
 PF1129| PID    Reference Object                     Distance      Geod. Az  |
 PF1129|                                                           dddmmss.s |
 PF1129| PF1128 HOWARD RM 1                          13.128 METERS 05618     |
 PF1129| PF1124 BELL HILL MEETING HOUSE             APPROX. 5.5 KM 0920256.5 |
 PF1129| CE8023 HOWARD RM 2                          20.226 METERS 14113     |
 PF1129| PF1130 HOWARD AZ MK                        349.347 METERS 35255     |
 PF1129|---------------------------------------------------------------------|
 PF1129
 PF1129                          SUPERSEDED SURVEY CONTROL
 PF1129
 PF1129  NAD 83(1992)-  44 05 23.50228(N)    070 37 41.09601(W) AD(       ) 2
 PF1129  NAD 83(1986)-  44 05 23.50963(N)    070 37 41.10004(W) AD(       ) 2
 PF1129  NAD 27      -  44 05 23.25419(N)    070 37 42.87462(W) AD(       ) 2
 PF1129  NGVD 29 (07/19/86)  169.1    (m)          555.     (f) VERT ANG       
 PF1129
 PF1129.Superseded values are not recommended for survey control.
 PF1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1129.See file dsdata.txt to determine how the superseded data were derived.
 PF1129
 PF1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ6966783142(NAD 83)
 PF1129_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PF1129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PF1129_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PF1129
 PF1129  HISTORY     - Date     Condition        Report By
 PF1129  HISTORY     - 1976     MONUMENTED       NGS
 PF1129  HISTORY     - 20040419 GOOD             GEOCAC
 PF1129
 PF1129                          STATION DESCRIPTION
 PF1129
 PF1129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 PF1129'THE STATION IS LOCATED ON A HILL KNOWN LOCALLY AS MAPLE
 PF1129'RIDGE, ABOUT 4.5 MILES NORTHEAST OF BRIDGTON, 2.5 MILES
 PF1129'SOUTHWEST OF BOLSTERS MILLS, 3.0 MILES SOUTHEAST OF
 PF1129'HARRISON AND ON PROPERTY OWNED BY A MR. HOWARD.
 PF1129'
 PF1129'TO REACH THE STATION FROM THE POST OFFICE IN HARRISON AT
 PF1129'AN INTERSECTION WHERE STATE ROUTES 117 AND 35 SPLIT, GO
 PF1129'EASTERLY ON ROUTE 117 FOR 0.10 MILE TO A FORK, WHERE ROUTE
 PF1129'117 BEARS LEFT AND A PAVED ROAD GOES STRAIGHT AHEAD. HERE
 PF1129'GO STRAIGHT AHEAD FOR 1.7 MILES UPHILL ON A PAVED ROAD
 PF1129'TO A T-INTERSECTION (MAPLE RIDGE ROAD). TURN RIGHT AND GO
 PF1129'SOUTHERLY FOR 1.05 MILES TO A SIDE ROAD LEFT. CONTINUE
 PF1129'FOR 0.65 MILE TO A CEMETERY ON THE LEFT AND THE AZIMUTH ON THE
 PF1129'RIGHT 200 FEET BEYOND. CONTINUE FOR 0.25 MILE ON THE SAME
 PF1129'ROAD TO THE STATION ON THE RIGHT JUST BEYOND MR. HOWARDS
 PF1129'DRIVEWAY.
 PF1129'
 PF1129'THE STATION MARKS ARE STANDARD DISKS STAMPED---HOWARD 1976---.
 PF1129'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 PF1129'CONCRETE POST WHICH IS FLUSH WITH THE GROUND SURFACE. THE
 PF1129'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 PF1129'WHICH IS ABOUT 38 INCHES BELOW THE GROUND SURFACE.
 PF1129'THEY ARE 6.2 FEET EAST OF A METAL WITNESS POST, 20.4 FEET
 PF1129'SOUTH-SOUTHEAST OF A 36-INCH MAPLE TREE, 58.0 FEET WEST OF
 PF1129'THE CENTERLINE OF THE ROAD AND 49.5 FEET EAST OF THE
 PF1129'SOUTHEAST CORNER OF A GARAGE.
 PF1129'A 3/8-INCH BY 30-INCH STEEL REINFORCING BAR WAS
 PF1129'INSTALLED IN THE STATION MARK.
 PF1129'
 PF1129'REFERENCE MARK 1, STAMPED---HOWARD NO 1 1976---, IS A
 PF1129'STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL
 PF1129'CONCRETE POST WHICH IS 2 INCHES BELOW THE GROUND SURFACE.
 PF1129'IT IS 19.5 FEET WEST OF THE CENTERLINE OF THE ROAD, 45.9
 PF1129'FEET EAST OF A 36-INCH MAPLE TREE,
 PF1129'45.0 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF A GRAVEL
 PF1129'DRIVEWAY ENTRANCE AND 72.5 FEET NORTHWEST OF A POLE NUMBERED
 PF1129'65/23/65.
 PF1129'
 PF1129'REFERENCE MARK 2, STAMPED---HOWARD NO 2 1976---, IS A
 PF1129'STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL
 PF1129'CONCRETE POST WHICH IS ABOUT 4 INCHES BELOW THE GROUND
 PF1129'SURFACE. IT IS 25.0 FEET EAST OF THE CENTERLINE OF THE ROAD,
 PF1129'51.8 FEET WEST-SOUTHWEST OF A POLE NUMBERED 65/23/65
 PF1129'AND 86.2 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A GARAGE.
 PF1129'
 PF1129'THE AZIMUTH MARK, STAMPED---HOWARD AZ 1976---, IS A
 PF1129'STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL
 PF1129'CONCRETE POST WHICH IS FLUSH WITH THE GROUND SURFACE. IT
 PF1129'IS 4.0 FEET EAST OF A METAL WITNESS POST, 28.5 FEET WEST
 PF1129'OF THE CENTERLINE OF THE ROAD, 120 FEET SOUTH OF A ROCK
 PF1129'WALL AND 58.5 FEET SOUTHWEST OF A POLE NUMBERED 58/58.
 PF1129'
 PF1129'THE HEIGHT OF THE LIGHT ABOVE THE STATION WAS 1.2 METERS.
 PF1129'
 PF1129'DESCRIBED BY PHILIP H. PARENT JR.
 PF1129
 PF1129                          STATION RECOVERY (2004)
 PF1129
 PF1129'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 PF1129'FOUND THE MAIN TRIANGULATION DISC AT DESCRIBED LOCATION IN GOOD
 PF1129'CONDITION. RM NO.1 AND RM NO.2 WERE NOT RECOVERED. MR. HOWARD TELLS ME
 PF1129'THAT THEY ARE THERE BUT DUE TO A ROAD IMPROVEMENT OPERATION SEVERAL
 PF1129'YEARS AGO, THE MONUMENTS ARE NOW BURIED AN ADDITIONAL 16-18 INCHES
 PF1129'DEEP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0222 ***********************************************************************
 PD0222  DESIGNATION -  HOWARD 2
 PD0222  PID         -  PD0222
 PD0222  STATE/COUNTY-  ME/WASHINGTON
 PD0222  USGS QUAD   -  MACHIAS (1977)
 PD0222
 PD0222                         *CURRENT SURVEY CONTROL
 PD0222  ___________________________________________________________________
 PD0222* NAD 83(1996)-  44 37 46.92750(N)    067 23 43.62338(W)     ADJUSTED  
 PD0222* NAVD 88     -        80.472  (meters)     264.02   (feet)  ADJUSTED  
 PD0222  ___________________________________________________________________
 PD0222  LAPLACE CORR-           4.56  (seconds)                    DEFLEC99
 PD0222  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 PD0222  DYNAMIC HT  -          80.471 (meters)     264.01  (feet)  COMP
 PD0222  MODELED GRAV-     980,595.6   (mgal)                       NAVD 88
 PD0222
 PD0222  HORZ ORDER  -  THIRD
 PD0222  VERT ORDER  -  SECOND    CLASS 0
 PD0222
 PD0222.The horizontal coordinates were established by classical geodetic methods
 PD0222.and adjusted by the National Geodetic Survey in March 1998..
 PD0222
 PD0222.The orthometric height was determined by differential leveling
 PD0222.and adjusted by the National Geodetic Survey in June 1991..
 PD0222
 PD0222.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0222
 PD0222.The geoid height was determined by GEOID03.
 PD0222
 PD0222.The dynamic height is computed by dividing the NAVD 88
 PD0222.geopotential number by the normal gravity value computed on the
 PD0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0222.degrees latitude (g = 980.6199 gals.).
 PD0222
 PD0222.The modeled gravity was interpolated from observed gravity values.
 PD0222
 PD0222;                    North         East     Units Scale Factor Converg.
 PD0222;SPC ME E     -   107,590.617   387,640.644   MT  0.99999442   +0 46 33.7
 PD0222;UTM  19      - 4,943,068.499   627,275.162   MT  0.99979920   +1 07 38.6
 PD0222
 PD0222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0222!SPC ME E     -   0.99999095  x   0.99999442  =   0.99998537
 PD0222!UTM  19      -   0.99999095  x   0.99979920  =   0.99979015
 PD0222
 PD0222:                Primary Azimuth Mark                     Grid Az
 PD0222:SPC ME E     -  AVERY ROCK LIGHT                         055 28 17.6
 PD0222:UTM  19      -  AVERY ROCK LIGHT                         055 07 12.7
 PD0222
 PD0222|---------------------------------------------------------------------|
 PD0222| PID    Reference Object                     Distance      Geod. Az  |
 PD0222|                                                           dddmmss.s |
 PD0222| PD0981 AVERY ROCK LIGHT                    APPROX. 4.9 KM 0561451.3 |
 PD0222| PD0221 HOWARD 2 RM 4                         7.096 METERS 06552     |
 PD0222| PD0214 HOWARD 2 AZ MK                                     0672506.7 |
 PD0222| PD0997 CUTLER USN RAD STA TOWER N 11       APPROX. 8.9 KM 0680659.8 |
 PD0222| PD0996 CUTLER USN RAD STA TOWER N 0        APPROX. 9.1 KM 0735248.1 |
 PD0222| PD0995 CUTLER USN RAD STA TOWER S 0        APPROX. 9.3 KM 0844331.1 |
 PD0222| PD0992 CUTLER USN RAD STA TOWER S 7        APPROX. 8.8 KM 0894325.6 |
 PD0222| PD0953 MACHIAS SEAL IS LH                  APPROX.27.3 KM 1211411.1 |
 PD0222| PD0220 HOWARD RM 1                          26.763 METERS 14826     |
 PD0222| PD1036 BUCKS HARBOR USAF STA N RADOME       26.301 METERS 16021     |
 PD0222| PD1027 MARSTIN RESET                       APPROX. 5.1 KM 2984452.8 |
 PD0222|---------------------------------------------------------------------|
 PD0222
 PD0222                          SUPERSEDED SURVEY CONTROL
 PD0222
 PD0222  NAD 83(1992)-  44 37 46.92320(N)    067 23 43.62115(W) AD(       ) 3
 PD0222  NAD 83(1986)-  44 37 46.91909(N)    067 23 43.62361(W) AD(       ) 3
 PD0222  NAD 27      -  44 37 46.63730(N)    067 23 45.66224(W) AD(       ) 3
 PD0222  NGVD 29 (??/??/92)   80.682  (m)          264.70   (f) ADJ UNCH    2 0
 PD0222
 PD0222.Superseded values are not recommended for survey control.
 PD0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0222.See file dsdata.txt to determine how the superseded data were derived.
 PD0222
 PD0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK2727543068(NAD 83)
 PD0222_MARKER: DS = TRIANGULATION STATION DISK
 PD0222_SETTING: 66 = SET IN ROCK OUTCROP
 PD0222_SP_SET: BEDROCK
 PD0222_STAMPING: HOWARD 2 1960
 PD0222_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0222+STABILITY: POSITION/ELEVATION WELL
 PD0222
 PD0222  HISTORY     - Date     Condition        Report By
 PD0222  HISTORY     - 1960     MONUMENTED       CGS
 PD0222  HISTORY     - 1962     GOOD             CGS
 PD0222  HISTORY     - 1962     GOOD             NGS
 PD0222  HISTORY     - 1966     GOOD             CGS
 PD0222  HISTORY     - 1966     GOOD             CGS
 PD0222
 PD0222                          STATION DESCRIPTION
 PD0222
 PD0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HRL)
 PD0222'STATION IS LOCATED ABOUT 5 MILES SOUTH OF MACHIASPORT ON HOWARD
 PD0222'MOUNTAIN AND ON THE PROPERTY OF THE BUCKS HARBOR AIR FORCE RADAR
 PD0222'STATION.  STATION IS 36 FEET NORTHEAST OF THE NORTHEAST CORNER
 PD0222'OF A METAL BUILDING, 35 FEET SOUTHWEST OF FENCE CORNER AND 15
 PD0222'FEET SOUTHEAST OF WOVEN WIRE FENCE.  THE MARK IS SET FLUSH IN A
 PD0222'ROCK WHICH IS ABOUT FLUSH WITH THE GROUND AND THE DISK IS
 PD0222'STAMPED HOWARD 2 1960.
 PD0222'
 PD0222'TO REACH FROM THE POST OFFICE IN MACHIASPORT GO SOUTHERLY ON
 PD0222'STATE HIGHWAY 92 FOR 4.65 MILES TO BUCKS HARBOR.  CONTINUE SOUTH
 PD0222'ON STATE HIGHWAY 92 FOR 0.65 MILE TO FIELD ROAD RIGHT AND AZIMUTH
 PD0222'MARK ON THE RIGHT AS DESCRIBED.  CONTINUE FOR 0.65 MILE TO CROSS
 PD0222'ROAD AT END OF BLACKTOP ROAD.  TURN RIGHT AND GO 0.25 MILE TO
 PD0222'GATE AT ENTRANCE TO RADAR SITE.  PASS THROUGH GATE AND GO 0.05
 PD0222'MILE TO SIDE ROAD RIGHT.  TURN RIGHT AND GO 0.1 MILE TO GUARD
 PD0222'GATE.  PASS THROUGH GATE AND GO 0.05 MILE TO END OF ROAD.
 PD0222'STATION IS LOCATED ABOUT 120 FEET TO NORTH AS DESCRIBED.
 PD0222'
 PD0222'REFERENCE MARK NO. 1 IS 45 FEET WEST OF WOVEN WIRE FENCE AND
 PD0222'0.5 FOOT EAST OF THE CONCRETE BASE OF RADOME.  THE MARK IS A
 PD0222'STANDARD DISK CEMENTED FLUSH IN ROCK AND THE DISK IS STAMPED
 PD0222'HOWARD NO 1 1934.
 PD0222'
 PD0222'REFERENCE MARK NO. 4 IS 18 FEET SOUTH OF FENCE CORNER.  THE
 PD0222'MARK IS A STANDARD DISK CEMENTED FLUSH IN A DRILL HOLE IN ROCK AND
 PD0222'THE DISK IS STAMPED HOWARD 2 NO 4 1960.
 PD0222'
 PD0222'AZIMUTH MARK IS 92 FEET NORTHWEST OF THE CENTERLINE OF STATE
 PD0222'HIGHWAY 92 AND 24 FEET NORTHEAST OF THE APPROXIMATE CENTER OF
 PD0222'FIELD ROAD.  THE MARK IS A STANDARD DISK SET FLUSH IN ROCK AND
 PD0222'THE DISK IS STAMPED HOWARD 2 1960.
 PD0222'
 PD0222'HEIGHT OF LIGHT ABOVE STATION MARK 2.5 METERS.
 PD0222
 PD0222                          STATION RECOVERY (1962)
 PD0222
 PD0222'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (LD)
 PD0222'AT BUCKS HARBOR AIR FORCE BASE, ON THE SUMMIT OF HOWARD MOUNTAIN,
 PD0222'SET ON THE TOP OF A LARGE MASS OF BLACK BEDROCK, 68.9 FEET NORTH
 PD0222'OF THE NORTH SIDE OF THE MOST NORTHERLY RADOME OF 4 ON TOP OF
 PD0222'THE MOUNTAIN, 35.6 FEET SOUTHWEST OF A FENCE CORNER AT THE
 PD0222'NORTHEAST CORNER OF THE BASE, 15.5 FEET SOUTH OF THE SOUTH
 PD0222'BOUNDARY FENCE, 36.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 PD0222'BUILDING NO. T-118 WITH METAL SIDING, 4.8 FEET SOUTHWEST OF A
 PD0222'STEEL ROD CEMENTED IN BEDROCK FOR A GUY WIRE AND ABOUT 2 FEET
 PD0222'LOWER THAN THE BASE OF THE LARGE RADOME.
 PD0222'
 PD0222'AT BUCKS HARBOR AIR FORCE BASE, NEAR THE SUMMIT OF HOWARD
 PD0222'MOUNTAIN, 23.5 FEET EAST OF THE STATION, 77.8 FEET NORTH OF THE
 PD0222'NORTH SIDE OF THE NORTH ONE OF 4 LARGE RADOME, 18.2 FEET
 PD0222'SOUTHWEST OF A FENCE CORNER, (THE NORTHEAST CORNER OF THE BASE),
 PD0222'SET IN THE TOP OF A LARGE MASS OF BEDROCK AND ABOUT 3 FEET LOWER
 PD0222'THAN THE STATION.
 PD0222'
 PD0222'ABOUT 0.7 MILE SOUTH ALONG STATE HIGHWAY 192 FROM THE BUCKS
 PD0222'HARBOR BAPTIST CHURCH AT BUCKS HARBOR, ABOUT 0.3 MILE EAST OF
 PD0222'THE TOP OF HOWARD MOUNTAIN AND A LARGE U.S. AIR FORCE RADAR
 PD0222'SCREEN, AT A SMALL CLEARING, ON THE TOP AND NEAR THE CENTER OF A
 PD0222'LARGE MASS OF BEDROCK, 81 FEET NORTHWEST OF THE CENTER LINE OF
 PD0222'THE HIGHWAY, 75 FEET WEST OF POWER LINE POLE NO. 192, ABOUT FLUSH
 PD0222'WITH THE GROUND AND 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 PD0222'NOTE--THIS MARK IS ON THE TOP OF A HILL AND ABOUT 0.1 MILE NORTH
 PD0222'OF BENCH MARK M 150 1962.
 PD0222
 PD0222                          STATION RECOVERY (1962)
 PD0222
 PD0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 PD0222'AT BUCKS HARBOR AFB.
 PD0222'AT BUCKS HARBOR AIR FORCE BASE, ON THE SUMMIT OF HOWARD MOUNTAIN,
 PD0222'SET ON THE TOP OF A LARGE MASS OF BLACK BEDROCK, 68.9 FEET NORTH
 PD0222'OF THE NORTH SIDE OF THE MOST NORTHERLY RADOME OF 4 ON TOP OF THE
 PD0222'MOUNTAIN, 35.6 FEET SOUTHWEST OF A FENCE CORNER AT THE NORTHEAST
 PD0222'CORNER OF THE BASE, 15.5 FEET SOUTH OF THE SOUTH BOUNDARY FENCE,
 PD0222'36.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF BUILDING NO.
 PD0222'T-118 WITH METAL SIDING, 4.8 FEET SOUTHWEST OF A STEEL ROD
 PD0222'CEMENTED IN BEDROCK FOR A GUY WIRE AND ABOUT 2 FEET LOWER THAN
 PD0222'THE BASE OF THE LARGE RADOME.
 PD0222
 PD0222                          STATION RECOVERY (1966)
 PD0222
 PD0222'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (NCS)
 PD0222'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 PD0222'
 PD0222'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PD0222'AT BUCKS HARBOR AFB.
 PD0222
 PD0222                          STATION RECOVERY (1966)
 PD0222
 PD0222'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JLC)
 PD0222'THE STATION MARK, REFERENCE MARKS 1 AND 4 AND THE AZIMUTH MARK
 PD0222'WERE RECOVERED IN GOOD CONDITION.  THE DISTANCES TO THE REFERENCE
 PD0222'MARKS COULD BE CHECKED BY MEASURING MARK TO MARK (SLOPE).  THE
 PD0222'DISTANCES SHOWN ABOVE ARE HORIZONTAL.  THE RADAR DOME DESCRIBED
 PD0222'IN THE 1960 DESCRIPTION HAS BEEN TORN DOWN BUT THE CYLINDRICAL
 PD0222'CONCRETE FOUNDATION STILL REMAINS.
 PD0222'
 PD0222'THE STATION IS LOCATED ON THE SUMMIT OF HOWARD MOUNTAIN NEAR
 PD0222'THE NORTH BOUNDARY FENCE OF THE BUCK HARBOR AIR FORCE RADAR
 PD0222'STATION WHICH IS 5 MILES SOUTH OF MACHIASPORT.
 PD0222'
 PD0222'TO REACH THE STATION FROM THE POST OFFICE IN MACHIASPORT, GO
 PD0222'SOUTHERLY ON STATE HIGHWAY 92 FOR 4.65 MILES TO BUCKS
 PD0222'HARBOR.  CONTINUE SOUTHERLY ON STATE HIGHWAY 92 FOR 0.65 MILE TO
 PD0222'A DIM SIDE ROAD RIGHT AND THE AZIMUTH MARK ON THE NORTHWEST SIDE
 PD0222'OF THE HIGHWAY.  CONTINUE SOUTHERLY ON STATE HIGHWAY 92 FOR 0.65
 PD0222'MILE TO A PAVED SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTHWEST ON
 PD0222'THE PAVED ROAD FOR 0.25 MILE TO THE ENTRANCE TO THE BUCK HARBOR
 PD0222'RADAR STATION.  CONTINUE NORTH ON THE MAIN ROAD FOR 0.05 MILE
 PD0222'TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST FOR 0.1 MILE TO A
 PD0222'GUARD GATE.  PASS THROUGH THE GATE AND CONTINUE EAST AND
 PD0222'NORTH FOR 0.1 MILE TO THE SUMMIT OF THE HILL AND THE STATION
 PD0222'AS DESCRIBED.
 PD0222'
 PD0222'THE STATION MARK IS A STANDARD DISK STAMPED HOWARD 2 1960,
 PD0222'CEMENTED IN A DRILL HOLE IN A LARGE EXPOSED AREA OF OUTCROPPING
 PD0222'BEDROCK ON THE NORTHEAST SLOPE OF THE HILL.  IT IS 35.2 FEET
 PD0222'SOUTHWEST OF THE NORTHEAST CORNER OF THE FENCED AREA, 19.4 FEET
 PD0222'EAST-NORTHEAST OF AN ANAMOMETER TOWER, 15.3 FEET SOUTH OF THE
 PD0222'NORTH FENCE OF THE FENCED AREA AND ABOUT 3 FEET LOWER THAN THE
 PD0222'HIGH PART OF THE HILL.
 PD0222'
 PD0222'REFERENCE MARK 1 IS A STANDARD DISK STAMPED HOWARD NO 1 1934
 PD0222'CEMENTED IN A DRILL HOLE IN A LEDGE OF OUTCROPPING BEDROCK.  IT
 PD0222'IS 37.4 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE NORTH RADAR
 PD0222'DOME BUILDING, 0.5 FOOT EAST OF THE EAST EDGE OF THE MOST
 PD0222'NORTHERLY RADAR DOME FOUNDATION AND ABOUT 1 FOOT HIGHER THAN
 PD0222'THE STATION ELEVATION.
 PD0222'
 PD0222'REFERENCE MARK 4 IS A STANDARD DISK STAMPED HOWARD 2 NO 4 1960,
 PD0222'CEMENTED IN A DRILL HOLE IN A LARGE EXPOSED AREA OF OUTCROPPING
 PD0222'BEDROCK.  IT IS 18.0 FEET SOUTH-SOUTHWEST OF THE NORTHEAST
 PD0222'CORNER OF THE FENCED AREA, 16.2 FEET SOUTH OF THE NORTH FENCE OF
 PD0222'THE FENCED AREA, 12.2 FEET WEST OF THE EAST FENCE OF THE FENCED
 PD0222'AREA AND ABOUT 2 FEET LOWER THAN THE STATION ELEVATION.
 PD0222'
 PD0222'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HOWARD 2 1960,
 PD0222'CEMENTED IN A DRILL HOLE IN A LARGE EXPOSED AREA OF OUTCROPPING
 PD0222'BEDROCK IN A SMALL CLEARING JUST WEST OF STATE HIGHWAY 92.  IT
 PD0222'IS 81 FEET NORTHWEST OF THE CENTER OF STATE HIGHWAY 92, 75 FEET
 PD0222'WEST OF POWERLINE POLE NUMBER 192 AND 30 FEET NORTHEAST OF THE
 PD0222'END OF THE DIM ROAD LEADING INTO THE SMALL CLEARING.
 PD0222'
 PD0222'BENCH MARK M 150 1962 IS 0.1 MILE SOUTH AND IS ON THE EAST
 PD0222'SIDE OF STATE HIGHWAY 92 SET IN A LARGE LEDGE OF OUTCROPPING
 PD0222'BEDROCK.
 PD0222'
 PD0222'HEIGHT OF LIGHT ABOVE STATION MARK 4.7 FEET.
 PD0222'
 PD0222'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PD0222'5 MILES SOUTH OF MACHIASPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0214 ***********************************************************************
 PD0214  DESIGNATION -  HOWARD 2 AZ MK
 PD0214  PID         -  PD0214
 PD0214  STATE/COUNTY-  ME/WASHINGTON
 PD0214  USGS QUAD   -  MACHIAS (1977)
 PD0214
 PD0214                         *CURRENT SURVEY CONTROL
 PD0214  ___________________________________________________________________
 PD0214* NAD 83(1986)-  44 37 54.     (N)    067 23 18.     (W)     SCALED    
 PD0214* NAVD 88     -        34.903  (meters)     114.51   (feet)  ADJUSTED  
 PD0214  ___________________________________________________________________
 PD0214  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 PD0214  DYNAMIC HT  -          34.902 (meters)     114.51  (feet)  COMP
 PD0214  MODELED GRAV-     980,595.7   (mgal)                       NAVD 88
 PD0214
 PD0214  VERT ORDER  -  SECOND    CLASS 0
 PD0214
 PD0214.The horizontal coordinates were scaled from a topographic map and have
 PD0214.an estimated accuracy of +/- 6 seconds.
 PD0214
 PD0214.The orthometric height was determined by differential leveling
 PD0214.and adjusted by the National Geodetic Survey in June 1991..
 PD0214
 PD0214.The geoid height was determined by GEOID03.
 PD0214
 PD0214.The dynamic height is computed by dividing the NAVD 88
 PD0214.geopotential number by the normal gravity value computed on the
 PD0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0214.degrees latitude (g = 980.6199 gals.).
 PD0214
 PD0214.The modeled gravity was interpolated from observed gravity values.
 PD0214
 PD0214;                    North         East    Units  Estimated Accuracy
 PD0214;SPC ME E     -   107,820.      388,200.      MT  (+/- 180 meters Scaled)
 PD0214
 PD0214                          SUPERSEDED SURVEY CONTROL
 PD0214
 PD0214  NGVD 29 (??/??/92)   35.111  (m)          115.19   (f) ADJ UNCH    2 0
 PD0214
 PD0214.Superseded values are not recommended for survey control.
 PD0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0214.See file dsdata.txt to determine how the superseded data were derived.
 PD0214
 PD0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK278432(NAD 83)
 PD0214_MARKER: DZ = AZIMUTH MARK DISK
 PD0214_SETTING: 66 = SET IN ROCK OUTCROP
 PD0214_SP_SET: BEDROCK
 PD0214_STAMPING: HOWARD 2 1960
 PD0214_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0214+STABILITY: POSITION/ELEVATION WELL
 PD0214
 PD0214  HISTORY     - Date     Condition        Report By
 PD0214  HISTORY     - 1960     MONUMENTED       CGS
 PD0214  HISTORY     - 1962     GOOD             NGS
 PD0214
 PD0214                          STATION DESCRIPTION
 PD0214
 PD0214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PD0214'0.7 MI S FROM BUCKS HARBOR.
 PD0214'0.7 MILE SOUTH ALONG STATE HIGHWAY 192 FROM THE BUCKS HARBOR
 PD0214'BAPTIST CHURCH AT BUCKS HARBOR, ABOUT 0.3 MILE EAST OF THE TOP
 PD0214'OF HOWARD MOUNTAIN AND A LARGE U.S. AIR FORCE RADAR SCREEN, AT A
 PD0214'SMALL CLEARING, ON THE TOP AND NEAR THE CENTER OF A LARGE MASS
 PD0214'OF BEDROCK, 81 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 PD0214'75 FEET WEST OF POWER LINE POLE NO. 192, ABOUT FLUSH WITH THE
 PD0214'GROUND AND 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.  NOTE-- THIS
 PD0214'MARK IS ON THE TOP OF A HILL AND ABOUT 0.1 MILE NORTH OF BENCH
 PD0214'MARK M 150 1962.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0221 ***********************************************************************
 PD0221  DESIGNATION -  HOWARD 2 RM 4
 PD0221  PID         -  PD0221
 PD0221  STATE/COUNTY-  ME/WASHINGTON
 PD0221  USGS QUAD   -  MACHIAS (1977)
 PD0221
 PD0221                         *CURRENT SURVEY CONTROL
 PD0221  ___________________________________________________________________
 PD0221* NAD 83(1986)-  44 37 46.     (N)    067 23 43.     (W)     SCALED    
 PD0221* NAVD 88     -        79.482  (meters)     260.77   (feet)  ADJUSTED  
 PD0221  ___________________________________________________________________
 PD0221  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 PD0221  DYNAMIC HT  -          79.481 (meters)     260.76  (feet)  COMP
 PD0221  MODELED GRAV-     980,595.6   (mgal)                       NAVD 88
 PD0221
 PD0221  VERT ORDER  -  SECOND    CLASS 0
 PD0221
 PD0221.The horizontal coordinates were scaled from a topographic map and have
 PD0221.an estimated accuracy of +/- 6 seconds.
 PD0221
 PD0221.The orthometric height was determined by differential leveling
 PD0221.and adjusted by the National Geodetic Survey in June 1991..
 PD0221
 PD0221.The geoid height was determined by GEOID03.
 PD0221
 PD0221.The dynamic height is computed by dividing the NAVD 88
 PD0221.geopotential number by the normal gravity value computed on the
 PD0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0221.degrees latitude (g = 980.6199 gals.).
 PD0221
 PD0221.The modeled gravity was interpolated from observed gravity values.
 PD0221
 PD0221;                    North         East    Units  Estimated Accuracy
 PD0221;SPC ME E     -   107,560.      387,660.      MT  (+/- 180 meters Scaled)
 PD0221
 PD0221                          SUPERSEDED SURVEY CONTROL
 PD0221
 PD0221  NGVD 29 (??/??/92)   79.692  (m)          261.46   (f) ADJ UNCH    2 0
 PD0221
 PD0221.Superseded values are not recommended for survey control.
 PD0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0221.See file dsdata.txt to determine how the superseded data were derived.
 PD0221
 PD0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK272430(NAD 83)
 PD0221_MARKER: DR = REFERENCE MARK DISK
 PD0221_SETTING: 66 = SET IN ROCK OUTCROP
 PD0221_SP_SET: BEDROCK
 PD0221_STAMPING: HOWARD 2 NO 4 1960
 PD0221_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0221+STABILITY: POSITION/ELEVATION WELL
 PD0221
 PD0221  HISTORY     - Date     Condition        Report By
 PD0221  HISTORY     - 1960     MONUMENTED       CGS
 PD0221  HISTORY     - 1962     GOOD             NGS
 PD0221
 PD0221                          STATION DESCRIPTION
 PD0221
 PD0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PD0221'AT BUCKS HARBOR AFB.
 PD0221'AT BUCKS HARBOR AIR FORCE BASE, NEAR THE SUMMIT OF HOWARD
 PD0221'MOUNTAIN, 23.5 FEET EAST OF THE STATION, 77.8 FEET NORTH OF THE NORTH
 PD0221'SIDE OF THE NORTH ONE OF 4 LARGE RADOME, 18.2 FEET SOUTHWEST OF
 PD0221'A FENCE CORNER, (THE NORTHEAST CORNER OF THE BASE), SET IN THE
 PD0221'TOP OF A LARGE MASS OF BEDROCK AND ABOUT 3 FEET LOWER THAN THE
 PD0221'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1130 ***********************************************************************
 PF1130  DESIGNATION -  HOWARD AZ MK
 PF1130  PID         -  PF1130
 PF1130  STATE/COUNTY-  ME/CUMBERLAND
 PF1130  USGS QUAD   -  BRIDGTON (1983)
 PF1130
 PF1130                         *CURRENT SURVEY CONTROL
 PF1130  ___________________________________________________________________
 PF1130* NAD 83(1996)-  44 05 34.73478(N)    070 37 43.03110(W)     ADJUSTED  
 PF1130* NAVD 88     -       171.9    (meters)     564.     (feet)  VERTCON   
 PF1130  ___________________________________________________________________
 PF1130  LAPLACE CORR-           3.62  (seconds)                    DEFLEC99
 PF1130  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 PF1130
 PF1130  HORZ ORDER  -  SECOND
 PF1130
 PF1130.The horizontal coordinates were established by classical geodetic methods
 PF1130.and adjusted by the National Geodetic Survey in March 1998..
 PF1130
 PF1130.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF1130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF1130
 PF1130.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1130
 PF1130.The geoid height was determined by GEOID03.
 PF1130
 PF1130;                    North         East     Units Scale Factor Converg.
 PF1130;SPC ME W     -   140,048.284   863,007.634   MT  0.99998349   -0 19 17.2
 PF1130;UTM  19      - 4,883,489.664   369,630.365   MT  0.99980904   -1 08 00.2
 PF1130
 PF1130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1130!SPC ME W     -   0.99997727  x   0.99998349  =   0.99996076
 PF1130!UTM  19      -   0.99997727  x   0.99980904  =   0.99978631
 PF1130
 PF1130|---------------------------------------------------------------------|
 PF1130| PID    Reference Object                     Distance      Geod. Az  |
 PF1130|                                                           dddmmss.s |
 PF1130| PF1128 HOWARD RM 1                         343.666 METERS 17058     |
 PF1130| PF1129 HOWARD                              349.347 METERS 17255     |
 PF1130|---------------------------------------------------------------------|
 PF1130
 PF1130                          SUPERSEDED SURVEY CONTROL
 PF1130
 PF1130  NAD 83(1992)-  44 05 34.73449(N)    070 37 43.03184(W) AD(       ) 2
 PF1130  NAD 83(1986)-  44 05 34.74184(N)    070 37 43.03586(W) AD(       ) 2
 PF1130  NAD 27      -  44 05 34.48647(N)    070 37 44.81030(W) AD(       ) 2
 PF1130  NGVD 29 (07/19/86)  172.1    (m)          565.     (f) VERT ANG       
 PF1130
 PF1130.Superseded values are not recommended for survey control.
 PF1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1130.See file dsdata.txt to determine how the superseded data were derived.
 PF1130
 PF1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ6963083490(NAD 83)
 PF1130_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PF1130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PF1130_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PF1130
 PF1130  HISTORY     - Date     Condition        Report By
 PF1130  HISTORY     - 1976     MONUMENTED       NGS
 PF1130  HISTORY     - 20040520 POOR             GEOCAC
 PF1130
 PF1130                          STATION DESCRIPTION
 PF1130
 PF1130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 PF1130'THIS STATION WAS ESTABLISHED BY AN EDM MEASUREMENT FROM
 PF1130'TRAVERSE STATION HOWARD. SEE DESCRIPTION THEREOF.
 PF1130'
 PF1130'DESCRIBED BY JERRY E. ELLINGWOOD.
 PF1130'
 PF1130'THE HEIGHT OF LIGHT ABOVE THE STATION WAS 1.0 METER.
 PF1130
 PF1130                          STATION RECOVERY (2004)
 PF1130
 PF1130'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 PF1130'LOCATED THIS MARKER WITH IN A FEW FEET OF WHERE IT SHOULD HAVE BEEN.
 PF1130'WITNESS POST IS GONE. ROAD HAS BEEN BUILT UP AT LEAST TWO FEET AND THE
 PF1130'SIDES TAPERED DOWN TO GROUND LEVEL. HEAVY ALDERS IN AREA.
 PF1130' 
 PF1130'MONUMENT WAS FOUND UPROOTED AND LYING ON ITS SIDE AND BURIED AT LEAST
 PF1130'12 OR MORE INCHES UNDER THE GROUND LEVEL. POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0220 ***********************************************************************
 PD0220  DESIGNATION -  HOWARD RM 1
 PD0220  PID         -  PD0220
 PD0220  STATE/COUNTY-  ME/WASHINGTON
 PD0220  USGS QUAD   -  MACHIAS (1977)
 PD0220
 PD0220                         *CURRENT SURVEY CONTROL
 PD0220  ___________________________________________________________________
 PD0220* NAD 83(1996)-  44 37 46.18881(N)    067 23 42.98766(W)     ADJUSTED  
 PD0220* NAVD 88     -        80.960  (meters)     265.62   (feet)  ADJUSTED  
 PD0220  ___________________________________________________________________
 PD0220  LAPLACE CORR-           4.56  (seconds)                    DEFLEC99
 PD0220  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 PD0220  DYNAMIC HT  -          80.959 (meters)     265.61  (feet)  COMP
 PD0220  MODELED GRAV-     980,595.6   (mgal)                       NAVD 88
 PD0220
 PD0220  HORZ ORDER  -  SECOND
 PD0220  VERT ORDER  -  SECOND    CLASS 0
 PD0220
 PD0220.The horizontal coordinates were established by classical geodetic methods
 PD0220.and adjusted by the National Geodetic Survey in March 1998..
 PD0220
 PD0220.The orthometric height was determined by differential leveling
 PD0220.and adjusted by the National Geodetic Survey in June 1991..
 PD0220
 PD0220.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0220
 PD0220.The geoid height was determined by GEOID03.
 PD0220
 PD0220.The dynamic height is computed by dividing the NAVD 88
 PD0220.geopotential number by the normal gravity value computed on the
 PD0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0220.degrees latitude (g = 980.6199 gals.).
 PD0220
 PD0220.The modeled gravity was interpolated from observed gravity values.
 PD0220
 PD0220;                    North         East     Units Scale Factor Converg.
 PD0220;SPC ME E     -   107,568.007   387,654.964   MT  0.99999446   +0 46 34.1
 PD0220;UTM  19      - 4,943,045.982   627,289.618   MT  0.99979925   +1 07 39.0
 PD0220
 PD0220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0220!SPC ME E     -   0.99999087  x   0.99999446  =   0.99998533
 PD0220!UTM  19      -   0.99999087  x   0.99979925  =   0.99979013
 PD0220
 PD0220                          SUPERSEDED SURVEY CONTROL
 PD0220
 PD0220  NAD 83(1992)-  44 37 46.18450(N)    067 23 42.98542(W) AD(       ) 2
 PD0220  NAD 83(1986)-  44 37 46.18040(N)    067 23 42.98788(W) AD(       ) 2
 PD0220  NGVD 29 (??/??/92)   81.170  (m)          266.31   (f) ADJ UNCH    2 0
 PD0220
 PD0220.Superseded values are not recommended for survey control.
 PD0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0220.See file dsdata.txt to determine how the superseded data were derived.
 PD0220
 PD0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK2729043046(NAD 83)
 PD0220_MARKER: DR = REFERENCE MARK DISK
 PD0220_SETTING: 66 = SET IN ROCK OUTCROP
 PD0220_SP_SET: BEDROCK
 PD0220_STAMPING: HOWARD NO 1 1934
 PD0220_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0220+STABILITY: POSITION/ELEVATION WELL
 PD0220
 PD0220  HISTORY     - Date     Condition        Report By
 PD0220  HISTORY     - 1934     MONUMENTED       CGS
 PD0220  HISTORY     - 1962     GOOD             NGS
 PD0220
 PD0220                          STATION DESCRIPTION
 PD0220
 PD0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PD0220'AT BUCKS HARBOR AFB.
 PD0220'AT BUCKS HARBOR AIR FORCE BASE, NEAR THE SUMMIT OF HOWARD
 PD0220'MOUNTAIN, 87.6 FEET SOUTH OF THE STATION, 0.5 FOOT EAST OF THE
 PD0220'EAST SIDE OF THE NORTH RADOME OF FOUR, SET IN THE TOP OF A LARGE
 PD0220'BEDROCK ABOUT LEVEL WITH THE BASE OF THE LARGE RADOME.  NOTE-- THE
 PD0220'ARROW ON THIS REFERENCE MARK POINTS TO THE OLD STATION WHICH IS
 PD0220'NOW COVERED WITH THE RADOME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2382 ***********************************************************************
 PE2382  DESIGNATION -  HOWARDS RED STORE CENTER CHIM
 PE2382  PID         -  PE2382
 PE2382  STATE/COUNTY-  ME/LINCOLN
 PE2382  USGS QUAD   -  WALDOBORO WEST (1988)
 PE2382
 PE2382                         *CURRENT SURVEY CONTROL
 PE2382  ___________________________________________________________________
 PE2382* NAD 83(1996)-  44 02 00.84024(N)    069 24 23.51693(W)     ADJUSTED  
 PE2382* NAVD 88     -                                                        
 PE2382  ___________________________________________________________________
 PE2382  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 PE2382  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 PE2382
 PE2382  HORZ ORDER  -  THIRD
 PE2382
 PE2382.The horizontal coordinates were established by classical geodetic methods
 PE2382.and adjusted by the National Geodetic Survey in March 1998..
 PE2382
 PE2382
 PE2382.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2382
 PE2382.The geoid height was determined by GEOID03.
 PE2382
 PE2382;                    North         East     Units Scale Factor Converg.
 PE2382;SPC ME W     -   133,623.859   960,931.119   MT  1.00001231   +0 31 42.1
 PE2382;SPC ME E     -    41,161.504   227,338.645   MT  0.99996491   -0 37 48.5
 PE2382;UTM  19      - 4,875,681.363   467,424.991   MT  0.99961305   -0 16 57.3
 PE2382
 PE2382                          SUPERSEDED SURVEY CONTROL
 PE2382
 PE2382  NAD 83(1992)-  44 02 00.84595(N)    069 24 23.50441(W) AD(       ) 4
 PE2382  NAD 83(1986)-  44 02 00.85038(N)    069 24 23.51034(W) AD(       ) 4
 PE2382  NAD 27      -  44 02 00.55000(N)    069 24 25.31000(W) AD(       ) 3
 PE2382
 PE2382.Superseded values are not recommended for survey control.
 PE2382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2382.See file dsdata.txt to determine how the superseded data were derived.
 PE2382
 PE2382_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ6742575681(NAD 83)
 PE2382
 PE2382  HISTORY     - Date     Condition        Report By
 PE2382  HISTORY     - UNK      MONUMENTED
 PE2382  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2382  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2382
 PE2382                          STATION DESCRIPTION
 PE2382
 PE2382'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2382'THIS STATION IS LOST.
 PE2382
 PE2382                          STATION RECOVERY (1943)
 PE2382
 PE2382'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2382'LISTED AS LOST IN 1934.
 PE2382'
 PE2382'THE ORIGINAL STATION IS LOST FOR OBSERVATION PURPOSES.  HOWEVER,
 PE2382'THE CELLAR HOLE OF AN OLD STORY WAS FOUND AND THE CHIMNEY SITE
 PE2382'LOCATED ON THE PHOTOGRAPHS FOR AIR COMPILATION PURPOSES.  LOCATION
 PE2382'SHOULD BE VERIFIED BY AIR COMPILATION OFFICE.  NOTE--AIR PHOTO
 PE2382'PARTY VERIFIES POSITION BUT RECOMMENDS STATION BE CONSIDERED
 PE2382'LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2542 ***********************************************************************
 OC2542  DESIGNATION -  HOWE
 OC2542  PID         -  OC2542
 OC2542  STATE/COUNTY-  ME/YORK
 OC2542  USGS QUAD   -  SANFORD (1983)
 OC2542
 OC2542                         *CURRENT SURVEY CONTROL
 OC2542  ___________________________________________________________________
 OC2542* NAD 83(1996)-  43 27 08.90931(N)    070 48 34.90760(W)     ADJUSTED  
 OC2542* NAVD 88     -       175.6    (meters)     576.     (feet)  VERTCON   
 OC2542  ___________________________________________________________________
 OC2542  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 OC2542  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 OC2542
 OC2542  HORZ ORDER  -  SECOND
 OC2542
 OC2542.The horizontal coordinates were established by classical geodetic methods
 OC2542.and adjusted by the National Geodetic Survey in March 1998..
 OC2542
 OC2542.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2542
 OC2542.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2542
 OC2542.The geoid height was determined by GEOID03.
 OC2542
 OC2542;                    North         East     Units Scale Factor Converg.
 OC2542;SPC ME W     -    68,982.416   847,954.779   MT  0.99999997   -0 26 32.1
 OC2542;UTM  19      - 4,812,653.944   353,580.238   MT  0.99986372   -1 14 41.4
 OC2542
 OC2542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2542!SPC ME W     -   0.99997665  x   0.99999997  =   0.99997662
 OC2542!UTM  19      -   0.99997665  x   0.99986372  =   0.99984038
 OC2542
 OC2542|---------------------------------------------------------------------|
 OC2542| PID    Reference Object                     Distance      Geod. Az  |
 OC2542|                                                           dddmmss.s |
 OC2542| OC2537 HOWE AZ MK A PT                     352.004 METERS 13020     |
 OC2542| OC2538 HOWE AZ MK                          346.885 METERS 13109     |
 OC2542| OC2541 HOWE A PT                            25.116 METERS 17017     |
 OC2542| OC2527 SANFORD ATT MICROWAVE               APPROX. 3.6 KM 1721006.6 |
 OC2542| OC2526 SANFORD TV STA WMEG MAST            APPROX. 4.0 KM 1732703.5 |
 OC2542| CE8242 HOWE RM 1                            19.404 METERS 19541     |
 OC2542| CE8243 HOWE RM 2                            20.763 METERS 32419     |
 OC2542|---------------------------------------------------------------------|
 OC2542
 OC2542                          SUPERSEDED SURVEY CONTROL
 OC2542
 OC2542  NAD 83(1992)-  43 27 08.90760(N)    070 48 34.90916(W) AD(       ) 2
 OC2542  NAD 83(1986)-  43 27 08.91453(N)    070 48 34.91576(W) AD(       ) 2
 OC2542  NAD 27      -  43 27 08.62248(N)    070 48 36.70475(W) AD(       ) 2
 OC2542  NGVD 29 (07/19/86)  175.8    (m)          577.     (f) VERT ANG       
 OC2542
 OC2542.Superseded values are not recommended for survey control.
 OC2542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2542.See file dsdata.txt to determine how the superseded data were derived.
 OC2542
 OC2542_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ5358012654(NAD 83)
 OC2542_MARKER: DS = TRIANGULATION STATION DISK
 OC2542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC2542_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC2542
 OC2542  HISTORY     - Date     Condition        Report By
 OC2542  HISTORY     - 1976     MONUMENTED       NGS
 OC2542
 OC2542                          STATION DESCRIPTION
 OC2542
 OC2542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2542'THE STATION IS LOCATED ON A HILL KNOWN LOCALLY AS HANSON RIDGE,
 OC2542'ABOUT 2.0 MILES NORTHWEST OF SANFORD, 1.2 MILES SOUTHWEST OF
 OC2542'SPRINGVALE AND 7.8 MILES EAST OF THE MAINE-NEW HAMPHIRE STATE LINE.
 OC2542'
 OC2542'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 11, 11A 109
 OC2542'AND 224 IN SPRINGVALE, GO SOUTHWESTERLY ON STATE ROUTE 11A (OAK
 OC2542'STREET) FOR 1.15 MILES TO A CROSS ROAD WITH A BLINKING TRAFFIC
 OC2542'LIGHT. (HANSON RIDGE ROAD) THE STATION IS IN THE SOUTHWEST CORNER
 OC2542'OF THIS INTERSECTION.
 OC2542'
 OC2542'THE STATION IS A STANDARD DISK STAMPED--HOWE 1976--SET IN THE
 OC2542'TOP OF A 12-INCH CYLINDRICAL CONCRETE POST WHICH IS ABOUT 20-INCHES
 OC2542'BELOW THE GROUND SURFACE.  IT IS 39 FEET NORTHWEST OF THE
 OC2542'CENTERLINE OF ROUTE 11 A, 34 FEET SOUTHWEST OF THE CENTERLINE OF
 OC2542'THE HANSON RIDGE ROAD, 96 FEET WEST-SOUTHWEST OF A 36-INCH SPRUCE
 OC2542'TREE AND 61 FEET SOUTH-SOUTHWEST OF A POLE NUMBERED 61.1. NO
 OC2542'SUB-SURFACE MARK WAS SET DUE TO UNDERGROUND WATER CONDITIONS.
 OC2542'
 OC2542'REFERENCE MARK 1 IS A STANDARD DISK STAMPED-HOWE NO 1 1976--,
 OC2542'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST WHICH IS
 OC2542'ABOUT 19 INCHES BELOW THE GROUND SURFACE.  IT IS 21 FEET NORTHWEST
 OC2542'OF THE CENTERLINE OF ROUTE 11 A AND 49 FEET NORTHEAST OF AN
 OC2542'18-INCH ASH TREE.
 OC2542'
 OC2542'REFERENCE MARK 2 IS A STANDARD DISK STAMPED--HOWE NO 2 1976--SET
 OC2542'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST WHICH IS ABOUT 17
 OC2542'INCHES BELOW THE GROUND SURFACE.  IT IS 21 FEET WEST-SOUTHWEST OF
 OC2542'THE CENTERLINE OF THE HANSON RIDGE ROAD, 10.9 FEET SOUTH EAST
 OC2542'OF A POLE NUMBERED 62 AND 63 FEET NORTHWEST OF A POLE
 OC2542'NUMBERED 61.1.
 OC2542'
 OC2542'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK--STAMPED HOWE
 OC2542'AZ 1976--SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OC2542'POST WHICH PROJECTS 2--INCHES ABOVE THE GROUND SURFACE.  IT IS
 OC2542'15.5 FEET NORTHEAST OF THE CENTERLINE OF THE HANSON RIDGE ROAD,
 OC2542'0.3 FEET SOUTHWEST OF A METAL WITNESS POST AND 37.2 FEET NORTH-
 OC2542'NORTHEAST OF A POLE NUMBERDED 54.
 OC2542'
 OC2542'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEASTERLY
 OC2542'ON THE HANSON RIDGE ROAD FOR 0.20 MILE TO THE AZIMUTH MARK
 OC2542'ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0701 ***********************************************************************
 RF0701  DESIGNATION -  HOWE BROOK LOT
 RF0701  PID         -  RF0701
 RF0701  STATE/COUNTY-  ME/AROOSTOOK
 RF0701  USGS QUAD   -  ST CROIX LAKE (1986)
 RF0701
 RF0701                         *CURRENT SURVEY CONTROL
 RF0701  ___________________________________________________________________
 RF0701* NAD 83(1996)-  46 17 46.57102(N)    068 09 45.81681(W)     ADJUSTED  
 RF0701* NAVD 88     -       337.     (meters)    1106.     (feet)  SCALED    
 RF0701  ___________________________________________________________________
 RF0701  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 RF0701  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 RF0701
 RF0701  HORZ ORDER  -  THIRD
 RF0701
 RF0701.The horizontal coordinates were established by classical geodetic methods
 RF0701.and adjusted by the National Geodetic Survey in March 1998..
 RF0701
 RF0701.The orthometric height was scaled from a topographic map.
 RF0701
 RF0701.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0701
 RF0701.The geoid height was determined by GEOID03.
 RF0701
 RF0701;                    North         East     Units Scale Factor Converg.
 RF0701;SPC ME E     -   292,257.579   325,983.889   MT  0.99990830   +0 14 37.8
 RF0701;UTM  19      - 5,127,306.575   564,484.998   MT  0.99965112   +0 36 19.1
 RF0701
 RF0701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0701!SPC ME E     -   0.99995091  x   0.99990830  =   0.99985921
 RF0701!UTM  19      -   0.99995091  x   0.99965112  =   0.99960205
 RF0701
 RF0701:                Primary Azimuth Mark                     Grid Az
 RF0701:SPC ME E     -  MCMANUS                                  253 44 41.7
 RF0701:UTM  19      -  MCMANUS                                  253 23 00.4
 RF0701
 RF0701|---------------------------------------------------------------------|
 RF0701| PID    Reference Object                     Distance      Geod. Az  |
 RF0701|                                                           dddmmss.s |
 RF0701| RF0718 MCMANUS                             APPROX.14.7 KM 2535919.5 |
 RF0701|---------------------------------------------------------------------|
 RF0701
 RF0701                          SUPERSEDED SURVEY CONTROL
 RF0701
 RF0701  NAD 83(1992)-  46 17 46.56668(N)    068 09 45.81266(W) AD(       ) 3
 RF0701  NAD 83(1986)-  46 17 46.56746(N)    068 09 45.82677(W) AD(       ) 3
 RF0701  NAD 27      -  46 17 46.38798(N)    068 09 47.70934(W) AD(       ) 3
 RF0701
 RF0701.Superseded values are not recommended for survey control.
 RF0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0701.See file dsdata.txt to determine how the superseded data were derived.
 RF0701
 RF0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM6448527307(NAD 83)
 RF0701_MARKER: 57 = LOOKOUT TOWER
 RF0701
 RF0701  HISTORY     - Date     Condition        Report By
 RF0701  HISTORY     - 1940     FIRST OBSERVED   USGS
 RF0701
 RF0701                          STATION DESCRIPTION
 RF0701
 RF0701'DESCRIBED BY US GEOLOGICAL SURVEY 1940
 RF0701'IN T. 8, R. 3, NEAR SW. CORNER OF TOWNSHIP IN LOT 47, APPROXIMATELY
 RF0701'2.0 MI SE. (BY GOOD FOREST TRAIL) OF HOWE BROOK STATION ON BANGOR AND
 RF0701'AROOSTOOK RR., AT HOWE BROOK FIRE TOWER.
 RF0701'4
 RF0701'STATION MARK-  CENTER OF TOWER.
 RF0701'
 RF0701'NOTE-  THERE IS A GEOLOGICAL SURVEY B.M. IN NW. FOOTING OF TOWER, BUT
 RF0701'IT BEARS NO RELATION TO THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0465 ***********************************************************************
 QG0465  DESIGNATION -  HOWLAND
 QG0465  PID         -  QG0465
 QG0465  STATE/COUNTY-  ME/PENOBSCOT
 QG0465  USGS QUAD   -  HOWLAND (1988)
 QG0465
 QG0465                         *CURRENT SURVEY CONTROL
 QG0465  ___________________________________________________________________
 QG0465* NAD 83(1996)-  45 14 08.09656(N)    068 40 45.13247(W)     ADJUSTED  
 QG0465* NAVD 88     -        68.686  (meters)     225.35   (feet)  ADJUSTED  
 QG0465  ___________________________________________________________________
 QG0465  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 QG0465  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 QG0465  DYNAMIC HT  -          68.685 (meters)     225.34  (feet)  COMP
 QG0465  MODELED GRAV-     980,610.2   (mgal)                       NAVD 88
 QG0465
 QG0465  HORZ ORDER  -  SECOND
 QG0465  VERT ORDER  -  SECOND    CLASS 0
 QG0465
 QG0465.The horizontal coordinates were established by classical geodetic methods
 QG0465.and adjusted by the National Geodetic Survey in March 1998..
 QG0465
 QG0465.The orthometric height was determined by differential leveling
 QG0465.and adjusted by the National Geodetic Survey in June 1991..
 QG0465
 QG0465.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG0465
 QG0465.The geoid height was determined by GEOID03.
 QG0465
 QG0465.The dynamic height is computed by dividing the NAVD 88
 QG0465.geopotential number by the normal gravity value computed on the
 QG0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0465.degrees latitude (g = 980.6199 gals.).
 QG0465
 QG0465.The modeled gravity was interpolated from observed gravity values.
 QG0465
 QG0465;                    North         East     Units Scale Factor Converg.
 QG0465;SPC ME E     -   174,337.757   285,929.803   MT  0.99990243   -0 07 38.1
 QG0465;UTM  19      - 5,009,171.207   525,179.849   MT  0.99960780   +0 13 40.0
 QG0465
 QG0465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG0465!SPC ME E     -   0.99999308  x   0.99990243  =   0.99989551
 QG0465!UTM  19      -   0.99999308  x   0.99960780  =   0.99960088
 QG0465
 QG0465:                Primary Azimuth Mark                     Grid Az
 QG0465:SPC ME E     -  PISCAT RESET                             002 20 05.0
 QG0465:UTM  19      -  PISCAT RESET                             001 58 46.9
 QG0465
 QG0465|---------------------------------------------------------------------|
 QG0465| PID    Reference Object                     Distance      Geod. Az  |
 QG0465|                                                           dddmmss.s |
 QG0465| DH6155 PISCAT RESET                        APPROX. 3.5 KM 0021226.9 |
 QG0465| QG0464 HOWLAND RM 1                         24.771 METERS 03403     |
 QG0465| QG1419 HOWLAND PINE TREE TANNING TANK      APPROX. 1.7 KM 0805145.0 |
 QG0465| QG1420 HOWLAND PINE TREE TANNING STK       APPROX. 1.9 KM 0812025.3 |
 QG0465| CE8893 HOWLAND AZ MK                                      2565638.1 |
 QG0465| QG0466 HOWLAND RM 2                         28.338 METERS 28540     |
 QG0465|---------------------------------------------------------------------|
 QG0465
 QG0465                          SUPERSEDED SURVEY CONTROL
 QG0465
 QG0465  NAD 83(1992)-  45 14 08.09585(N)    068 40 45.13064(W) AD(       ) 2
 QG0465  NAD 83(1986)-  45 14 08.10193(N)    068 40 45.13643(W) AD(       ) 2
 QG0465  NAD 27      -  45 14 07.89800(N)    068 40 47.02260(W) AD(       ) 2
 QG0465  NGVD 29 (??/??/92)   68.888  (m)          226.01   (f) ADJ UNCH    2 0
 QG0465
 QG0465.Superseded values are not recommended for survey control.
 QG0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0465.See file dsdata.txt to determine how the superseded data were derived.
 QG0465
 QG0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL2518009171(NAD 83)
 QG0465_MARKER: DS = TRIANGULATION STATION DISK
 QG0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0465_STAMPING: HOWLAND 1958
 QG0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0465+STABILITY: SURFACE MOTION
 QG0465
 QG0465  HISTORY     - Date     Condition        Report By
 QG0465  HISTORY     - 1958     MONUMENTED       CGS
 QG0465  HISTORY     - 1958     GOOD             CGS
 QG0465  HISTORY     - 1975     SEE DESCRIPTION  NGS
 QG0465  HISTORY     - 1981     MARK NOT FOUND   USGS
 QG0465
 QG0465                          STATION DESCRIPTION
 QG0465
 QG0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 QG0465'STATION IS LOCATED ABOUT 1 MILE WEST OF HOWLAND ON A LOW HILL
 QG0465'AND ON THE RIGHT OF WAY OF STATE HIGHWAY 155.  STATION IS 25 FEET
 QG0465'SOUTH OF THE CENTERLINE OF HIGHWAY AND 18 FEET WEST NORTHWEST
 QG0465'OF WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 QG0465'IS STAMPED HOWLAND 1958.
 QG0465'
 QG0465'REFERENCE MARK NO. 1 IS 25 FEET NORTH OF THE CENTERLINE OF
 QG0465'HIGHWAY.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 QG0465'STAMPED HOWLAND NO. 1 1958.
 QG0465'
 QG0465'REFERENCE MARK NO. 2 IS 25 FEET NORTH OF THE CENTERLINE OF
 QG0465'HIGHWAY.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 QG0465'STAMPED HOWLAND NO. 2 1958.
 QG0465'
 QG0465'AZIMUTH MARK IS 25 FEET NORTH OF THE CENTERLINE OF HIGHWAY AND
 QG0465'7 FEET EAST OF WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES
 QG0465'AND THE DISK IS STAMPED HOWLAND 1958.
 QG0465'
 QG0465'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 116 AND 155
 QG0465'ABOUT 200 FEET SOUTH OF THE SOUTH END OF THE PISCATAQUIS RIVER
 QG0465'BRIDGE IN HOWLAND, GO WEST ON STATE HIGHWAY 155 FOR 1.0 MILE TO
 QG0465'TOP OF GRADE AND STATION ON THE LEFT OR SOUTH SIDE OF HIGHWAY
 QG0465'AS DESCRIBED.  CONTINUE WEST FOR 0.25 MILE TO AZIMUTH MARK ON
 QG0465'THE RIGHT OR NORTH SIDE OF HIGHWAY AS DESCRIBED.
 QG0465'
 QG0465'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 QG0465
 QG0465                          STATION RECOVERY (1958)
 QG0465
 QG0465'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 QG0465'1.5 MI W FROM HOWLAND.
 QG0465'1.5 MILES WEST ALONG STATE HIGHWAY 155 FROM THE WEST END OF
 QG0465'THE BRIDGE OVER THE PENOBSCOT RIVER AT HOWLAND, AT THE CREST
 QG0465'OF A HILL, 25 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 93.0
 QG0465'FEET SOUTHEAST OF REFERENCE MARK 2, 81.3 FEET NORTHWEST OF
 QG0465'REFERENCE MARK 1, 2 FEET NORTHWEST OF A METAL WITNESS POST,
 QG0465'ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A
 QG0465'CONCRETE POST FLUSH WITH THE GROUND.
 QG0465
 QG0465                          STATION RECOVERY (1975)
 QG0465
 QG0465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 QG0465'THE STATION WAS SEARCHED FOR BUT NOT RECOVERED AND IS BELIEVED
 QG0465'TO HAVE BEEN DESTROYED WHEN INTERSTATE HIGHWAY 95 WAS CONSTRUCTED
 QG0465'AND THE INTERCHANGE TO STATE HIGHWAY 155 WAS PUT IN, STATE
 QG0465'HIGHWAY 155 HAS ALSO BEEN WIDENED TO THE WEST WHERE THE AZIMUTH
 QG0465'MARK WAS LOCATED.
 QG0465'
 QG0465'THE STATE AND COUNTY SURVEYORS WERE ALSO UNABLE TO RECOVER THIS
 QG0465'STATION.
 QG0465'
 QG0465'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QG0465'1 MILE WEST OF HOWLAND.
 QG0465
 QG0465                          STATION RECOVERY (1981)
 QG0465
 QG0465'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 QG0465'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0648 ***********************************************************************
 QF0648  DESIGNATION -  HOWLAND 1890
 QF0648  PID         -  QF0648
 QF0648  STATE/COUNTY-  ME/WASHINGTON
 QF0648  USGS QUAD   -  VANCEBORO (1988)
 QF0648
 QF0648                         *CURRENT SURVEY CONTROL
 QF0648  ___________________________________________________________________
 QF0648* NAD 83(1996)-  45 35 44.00105(N)    067 24 53.59721(W)     ADJUSTED  
 QF0648* NAVD 88     -       200.     (meters)     656.     (feet)  SCALED    
 QF0648  ___________________________________________________________________
 QF0648  LAPLACE CORR-           3.43  (seconds)                    DEFLEC99
 QF0648  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 QF0648
 QF0648  HORZ ORDER  -  FIRST
 QF0648
 QF0648.The horizontal coordinates were established by classical geodetic methods
 QF0648.and adjusted by the National Geodetic Survey in March 1998..
 QF0648
 QF0648.The orthometric height was scaled from a topographic map.
 QF0648
 QF0648.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0648
 QF0648.The geoid height was determined by GEOID03.
 QF0648
 QF0648;                    North         East     Units Scale Factor Converg.
 QF0648;SPC ME E     -   214,898.304   384,658.102   MT  0.99998809   +0 46 31.0
 QF0648;UTM  19      - 5,050,334.477   623,629.764   MT  0.99978791   +1 07 57.3
 QF0648
 QF0648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0648!SPC ME E     -   0.99997238  x   0.99998809  =   0.99996047
 QF0648!UTM  19      -   0.99997238  x   0.99978791  =   0.99976030
 QF0648
 QF0648:                Primary Azimuth Mark                     Grid Az
 QF0648:SPC ME E     -  MOUNT HENRY                              354 10 24.9
 QF0648:UTM  19      -  MOUNT HENRY                              353 48 58.6
 QF0648
 QF0648|---------------------------------------------------------------------|
 QF0648| PID    Reference Object                     Distance      Geod. Az  |
 QF0648|                                                           dddmmss.s |
 QF0648| QF0649 MOUNT HENRY                         APPROX. 4.2 KM 3545655.9 |
 QF0648|---------------------------------------------------------------------|
 QF0648
 QF0648                          SUPERSEDED SURVEY CONTROL
 QF0648
 QF0648  NAD 83(1992)-  45 35 43.99713(N)    067 24 53.59419(W) AD(       ) 1
 QF0648  NAD 83(1986)-  45 35 44.00184(N)    067 24 53.60428(W) AD(       ) 1
 QF0648
 QF0648.Superseded values are not recommended for survey control.
 QF0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0648.See file dsdata.txt to determine how the superseded data were derived.
 QF0648
 QF0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2363050334(NAD 83)
 QF0648_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QF0648_SETTING: 80 = SET IN A BOULDER
 QF0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0648+STABILITY: SURFACE MOTION
 QF0648
 QF0648  HISTORY     - Date     Condition        Report By
 QF0648  HISTORY     - 1890     MONUMENTED       CGS
 QF0648  HISTORY     - 1908     GOOD             IBC
 QF0648
 QF0648                          STATION DESCRIPTION
 QF0648
 QF0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1890 (JH)
 QF0648'NEAR THE SUMMIT OF A HIGH HILL ON THE---HOWLAND FARM---WHICH FRONTS
 QF0648'ON THE E SIDE OF THE WOODSTOCK ROAD AND IS ABOUT 2 MILES NE FROM
 QF0648'VANCEBORO, ME.  STATION IS ABOUT 1/2 MILE TO THE E AND N OF HOWLANDS
 QF0648'HOUSE, ON A GRANITE BLOCK IN CLEARED PASTURE LAND, AND IS MARKED BY A
 QF0648'HOLE DRILLED IN THE ROCK.
 QF0648
 QF0648                          STATION RECOVERY (1908)
 QF0648
 QF0648'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1908
 QF0648'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0356 ***********************************************************************
 QF0356  DESIGNATION -  HOWLAND IBC
 QF0356  PID         -  QF0356
 QF0356  STATE/COUNTY-  ME/WASHINGTON
 QF0356  USGS QUAD   -  VANCEBORO (1988)
 QF0356
 QF0356                         *CURRENT SURVEY CONTROL
 QF0356  ___________________________________________________________________
 QF0356* NAD 83(1996)-  45 35 44.15561(N)    067 24 52.06892(W)     ADJUSTED  
 QF0356* NAVD 88     -       182.     (meters)     597.     (feet)  SCALED    
 QF0356  ___________________________________________________________________
 QF0356  LAPLACE CORR-           3.43  (seconds)                    DEFLEC99
 QF0356  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 QF0356
 QF0356  HORZ ORDER  -  THIRD
 QF0356
 QF0356.The horizontal coordinates were established by classical geodetic methods
 QF0356.and adjusted by the National Geodetic Survey in March 1998..
 QF0356
 QF0356.The orthometric height was scaled from a topographic map.
 QF0356
 QF0356.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0356
 QF0356.The geoid height was determined by GEOID03.
 QF0356
 QF0356;                    North         East     Units Scale Factor Converg.
 QF0356;SPC ME E     -   214,903.523   384,691.158   MT  0.99998816   +0 46 32.1
 QF0356;UTM  19      - 5,050,339.902   623,662.780   MT  0.99978801   +1 07 58.4
 QF0356
 QF0356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0356!SPC ME E     -   0.99997520  x   0.99998816  =   0.99996336
 QF0356!UTM  19      -   0.99997520  x   0.99978801  =   0.99976322
 QF0356
 QF0356|---------------------------------------------------------------------|
 QF0356| PID    Reference Object                     Distance      Geod. Az  |
 QF0356|                                                           dddmmss.s |
 QF0356| QF0545 HOWLAND IBC 1917 ECC                 88.188 METERS 12634     |
 QF0356| QF0543 NUBBIN IBC                          247.043 METERS 12743     |
 QF0356| QF0544 HOWLAND IBC ECC 1946                170.311 METERS 14416     |
 QF0356| QF0578 BORO IBC                            APPROX. 3.9 KM 1944900.0 |
 QF0356| QF0594 VANCEBORO US CUSTOMS FLAGSTAFF      APPROX. 4.0 KM 2004944.6 |
 QF0356| QF0637 VANCEBORO SCH HOUSE CHY             APPROX. 3.6 KM 2014022.3 |
 QF0356| QF0428 VANCEBORO SCH FLAGPOLE 1917         APPROX. 3.6 KM 2014116.1 |
 QF0356|---------------------------------------------------------------------|
 QF0356
 QF0356                          SUPERSEDED SURVEY CONTROL
 QF0356
 QF0356  NAD 83(1992)-  45 35 44.15162(N)    067 24 52.06580(W) AD(       ) 3
 QF0356  NAD 83(1986)-  45 35 44.15631(N)    067 24 52.07598(W) AD(       ) 3
 QF0356  NAD 27      -  45 35 43.92700(N)    067 24 54.07200(W) AD(       ) 3
 QF0356
 QF0356.Superseded values are not recommended for survey control.
 QF0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0356.See file dsdata.txt to determine how the superseded data were derived.
 QF0356
 QF0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2366350340(NAD 83)
 QF0356_MARKER: DD = SURVEY DISK
 QF0356_SETTING: 66 = SET IN ROCK OUTCROP
 QF0356_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 QF0356_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0356+STABILITY: POSITION/ELEVATION WELL
 QF0356
 QF0356  HISTORY     - Date     Condition        Report By
 QF0356  HISTORY     - 1917     MONUMENTED       IBC
 QF0356  HISTORY     - 1946     GOOD             IBC
 QF0356
 QF0356                          STATION DESCRIPTION
 QF0356
 QF0356'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (JEM)
 QF0356'NEAR THE SUMMIT OF A HIGH RIDGE ON THE OLD HOWLAND FARM, ABOUT 1-5/8
 QF0356'MILES NE OF VANCEBORO, ME.  THE STATION IS ON THE N EDGE OF THE
 QF0356'PASTURE, 0.6 METER S OF THE REMAINS OF THE RAIL FENCE ON THE GROUND
 QF0356'ALONG THE EDGE OF HARDWOOD TIMBER, ABOUT 122 METERS W OF THE CORNER OF
 QF0356'THE PASTURE, AND ABOUT 30 METERS W OF THE TOP OF THE RIDGE.  THERE IS
 QF0356'A GROVE OF OLD TREES PROJECTING 30 FEET INTO THE PASTURE, 20 FEET E
 QF0356'OF THE STATION, AND SCATTERED GROUPS OF SMALL TREES AND BRUSH ARE
 QF0356'NOW GROWING IN THE ABANDONED FARM PASTURE.
 QF0356'
 QF0356'STATION MARK IS A US AND CB BRONZE STATION DISK SET IN A DRILL HOLE
 QF0356'WITHIN A TRIANGLE IN AN OUTCROPPING ROCK 4 FEET IN DIAMETER AND
 QF0356'PROJECTING 4 INCHES ABOVE THE GROUND.  A CAIRN THREE FEET IN DIAMETER
 QF0356'AND 2-1/2 FEET HIGH IS BUILT OVER THE STATION.
 QF0356
 QF0356                          STATION RECOVERY (1946)
 QF0356
 QF0356'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF0356'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0544 ***********************************************************************
 QF0544  DESIGNATION -  HOWLAND IBC ECC 1946
 QF0544  PID         -  QF0544
 QF0544  STATE/COUNTY-  ME/WASHINGTON
 QF0544  USGS QUAD   -  VANCEBORO (1988)
 QF0544
 QF0544                         *CURRENT SURVEY CONTROL
 QF0544  ___________________________________________________________________
 QF0544* NAD 83(1996)-  45 35 39.67783(N)    067 24 47.47944(W)     ADJUSTED  
 QF0544* NAVD 88     -       213.     (meters)     699.     (feet)  SCALED    
 QF0544  ___________________________________________________________________
 QF0544  LAPLACE CORR-           3.46  (seconds)                    DEFLEC99
 QF0544  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 QF0544
 QF0544  HORZ ORDER  -  THIRD
 QF0544
 QF0544.The horizontal coordinates were established by classical geodetic methods
 QF0544.and adjusted by the National Geodetic Survey in March 1998..
 QF0544
 QF0544.The orthometric height was scaled from a topographic map.
 QF0544
 QF0544.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0544
 QF0544.The geoid height was determined by GEOID03.
 QF0544
 QF0544;                    North         East     Units Scale Factor Converg.
 QF0544;SPC ME E     -   214,766.641   384,792.493   MT  0.99998837   +0 46 35.3
 QF0544;UTM  19      - 5,050,203.682   623,764.946   MT  0.99978833   +1 08 01.6
 QF0544
 QF0544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0544!SPC ME E     -   0.99997034  x   0.99998837  =   0.99995871
 QF0544!UTM  19      -   0.99997034  x   0.99978833  =   0.99975868
 QF0544
 QF0544:                Primary Azimuth Mark                     Grid Az
 QF0544:SPC ME E     -  PIRATE IBC 1946                          246 11 36.5
 QF0544:UTM  19      -  PIRATE IBC 1946                          245 50 10.2
 QF0544
 QF0544|---------------------------------------------------------------------|
 QF0544| PID    Reference Object                     Distance      Geod. Az  |
 QF0544|                                                           dddmmss.s |
 QF0544| QF1551 PIRATE IBC 1946                     APPROX.11.0 KM 2465811.8 |
 QF0544| QF0356 HOWLAND IBC                         170.311 METERS 32416     |
 QF0544|---------------------------------------------------------------------|
 QF0544
 QF0544                          SUPERSEDED SURVEY CONTROL
 QF0544
 QF0544  NAD 83(1992)-  45 35 39.67390(N)    067 24 47.47638(W) AD(       ) 3
 QF0544  NAD 83(1986)-  45 35 39.67861(N)    067 24 47.48653(W) AD(       ) 3
 QF0544  NAD 27      -  45 35 39.44900(N)    067 24 49.48200(W) AD(       ) 3
 QF0544
 QF0544.Superseded values are not recommended for survey control.
 QF0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0544.See file dsdata.txt to determine how the superseded data were derived.
 QF0544
 QF0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2376550204(NAD 83)
 QF0544_MARKER: DR = REFERENCE MARK DISK
 QF0544_SETTING: 80 = SET IN A BOULDER
 QF0544_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0544+STABILITY: SURFACE MOTION
 QF0544
 QF0544  HISTORY     - Date     Condition        Report By
 QF0544  HISTORY     - 1946     MONUMENTED       IBC
 QF0544
 QF0544                          STATION DESCRIPTION
 QF0544
 QF0544'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF0544'IN THE OLD PASTURE OF THE ABANDONED HOWLAND FARM, A LITTLE NEARER
 QF0544'THE SE THAN THE NW SIDE OF THE PASTURE, 60 FEET W OF THE SECOND GROWTH
 QF0544'TREES AND BUSHES ALONG THE STONE AND POLE FENCE AT REAR OF PASTURE.
 QF0544'THE PASTURE AROUND THE STATION IS STILL OPEN WITH ONLY A FEW SMALL
 QF0544'TREES AND BUSHES ON THE W SIDE OF THE STATION.  THE STATION IS ABOUT
 QF0544'2 FEET W OF THE LINE FROM HOWLAND TO BRANDY HILL STATION, ON A 7 - BY
 QF0544'10 - FOOT ROCK 3 FEET HIGH ON THE S END AND SLOPING TO THE GROUND ON
 QF0544'THE N END.
 QF0544'
 QF0544'STATION MARK IS A GS OF C REFERENCE TABLET SET IN A DRILL HOLE IN
 QF0544'THE ROCK WITH ARROW POINTING TO HOWLAND, 558.75 FEET NW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1419 ***********************************************************************
 QG1419  DESIGNATION -  HOWLAND PINE TREE TANNING TANK
 QG1419  PID         -  QG1419
 QG1419  STATE/COUNTY-  ME/PENOBSCOT
 QG1419  USGS QUAD   -  HOWLAND (1988)
 QG1419
 QG1419                         *CURRENT SURVEY CONTROL
 QG1419  ___________________________________________________________________
 QG1419* NAD 83(1996)-  45 14 16.82756(N)    068 39 28.23873(W)     ADJUSTED  
 QG1419* NAVD 88     -                                                        
 QG1419  ___________________________________________________________________
 QG1419  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 QG1419  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 QG1419
 QG1419  HORZ ORDER  -  THIRD
 QG1419
 QG1419.The horizontal coordinates were established by classical geodetic methods
 QG1419.and adjusted by the National Geodetic Survey in March 1998..
 QG1419
 QG1419
 QG1419.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1419
 QG1419.The geoid height was determined by GEOID03.
 QG1419
 QG1419;                    North         East     Units Scale Factor Converg.
 QG1419;SPC ME E     -   174,603.765   287,607.366   MT  0.99990189   -0 06 43.5
 QG1419;UTM  19      - 5,009,447.523   526,855.239   MT  0.99960887   +0 14 34.6
 QG1419
 QG1419                          SUPERSEDED SURVEY CONTROL
 QG1419
 QG1419  NAD 83(1992)-  45 14 16.82664(N)    068 39 28.23725(W) AD(       ) 4
 QG1419  NAD 83(1986)-  45 14 16.83295(N)    068 39 28.24314(W) AD(       ) 4
 QG1419  NAD 27      -  45 14 16.62800(N)    068 39 30.13300(W) AD(       ) 3
 QG1419
 QG1419.Superseded values are not recommended for survey control.
 QG1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1419.See file dsdata.txt to determine how the superseded data were derived.
 QG1419
 QG1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL2685509448(NAD 83)
 QG1419
 QG1419  HISTORY     - Date     Condition        Report By
 QG1419  HISTORY     - 1958     MONUMENTED       CGS
 QG1419  HISTORY     - 1975     SEE DESCRIPTION  NGS
 QG1419
 QG1419                          STATION DESCRIPTION
 QG1419
 QG1419'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 QG1419'STATION IS LOCATED IN THE VILLAGE OF HOWLAND IN THE SOUTHWEST
 QG1419'ANGLE FORMED BY THE JUNCTION OF THE PENOBSCOT AND PISCATAQUIS
 QG1419'RIVERS.
 QG1419'
 QG1419'STATION IS ABOUT 100 FEET TALL, OF STEEL CONSTRUCTION, WITH FOUR
 QG1419'LEGS AND PAINTED SILVER WITH A BLACK TOP.
 QG1419'
 QG1419'THE POINT INTERSECTED WAS THE BALL FINIAL.
 QG1419
 QG1419                          STATION RECOVERY (1975)
 QG1419
 QG1419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 QG1419'THE STATION WAS RECOVERED AS DESCRIBED BY J.C.E. IN 1958.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1420 ***********************************************************************
 QG1420  DESIGNATION -  HOWLAND PINE TREE TANNING STK
 QG1420  PID         -  QG1420
 QG1420  STATE/COUNTY-  ME/PENOBSCOT
 QG1420  USGS QUAD   -  HOWLAND (1988)
 QG1420
 QG1420                         *CURRENT SURVEY CONTROL
 QG1420  ___________________________________________________________________
 QG1420* NAD 83(1996)-  45 14 17.15478(N)    068 39 20.87025(W)     ADJUSTED  
 QG1420* NAVD 88     -                                                        
 QG1420  ___________________________________________________________________
 QG1420  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 QG1420  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 QG1420
 QG1420  HORZ ORDER  -  THIRD
 QG1420
 QG1420.The horizontal coordinates were established by classical geodetic methods
 QG1420.and adjusted by the National Geodetic Survey in March 1998..
 QG1420
 QG1420
 QG1420.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1420
 QG1420.The geoid height was determined by GEOID03.
 QG1420
 QG1420;                    North         East     Units Scale Factor Converg.
 QG1420;SPC ME E     -   174,613.553   287,768.083   MT  0.99990184   -0 06 38.2
 QG1420;UTM  19      - 5,009,458.304   527,015.845   MT  0.99960897   +0 14 39.8
 QG1420
 QG1420                          SUPERSEDED SURVEY CONTROL
 QG1420
 QG1420  NAD 83(1992)-  45 14 17.15385(N)    068 39 20.86878(W) AD(       ) 4
 QG1420  NAD 83(1986)-  45 14 17.16019(N)    068 39 20.87469(W) AD(       ) 4
 QG1420  NAD 27      -  45 14 16.95600(N)    068 39 22.76800(W) AD(       ) 3
 QG1420
 QG1420.Superseded values are not recommended for survey control.
 QG1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1420.See file dsdata.txt to determine how the superseded data were derived.
 QG1420
 QG1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL2701609458(NAD 83)
 QG1420
 QG1420  HISTORY     - Date     Condition        Report By
 QG1420  HISTORY     - 1958     MONUMENTED       CGS
 QG1420  HISTORY     - 1975     SEE DESCRIPTION  NGS
 QG1420
 QG1420                          STATION DESCRIPTION
 QG1420
 QG1420'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 QG1420'STATION IS LOCATED IN THE VILLAGE OF HOWLAND IN THE SOUTHWEST
 QG1420'ANGLE FORMED BY THE JUNCTION OF THE PENOBSCOT AND PISCATAQUIS
 QG1420'RIVERS.
 QG1420'
 QG1420'STATION IS ABOUT 154 FEET TALL, PAINTED SILVER, WITH ABOUT THE
 QG1420'TEN TOP FEET PAINTED BLACK.  THE POINT INTERSECTED WAS THE CENTER
 QG1420'OF THE TOP OF STACK.
 QG1420
 QG1420                          STATION RECOVERY (1975)
 QG1420
 QG1420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 QG1420'THE STATION WAS RECOVERED AS DESCRIBED BY J.C.E. IN 1958.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0464 ***********************************************************************
 QG0464  DESIGNATION -  HOWLAND RM 1
 QG0464  PID         -  QG0464
 QG0464  STATE/COUNTY-  ME/PENOBSCOT
 QG0464  USGS QUAD   -  HOWLAND (1988)
 QG0464
 QG0464                         *CURRENT SURVEY CONTROL
 QG0464  ___________________________________________________________________
 QG0464* NAD 83(1986)-  45 14 07.     (N)    068 40 45.     (W)     SCALED    
 QG0464* NAVD 88     -        68.288  (meters)     224.04   (feet)  ADJUSTED  
 QG0464  ___________________________________________________________________
 QG0464  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 QG0464  DYNAMIC HT  -          68.288 (meters)     224.04  (feet)  COMP
 QG0464  MODELED GRAV-     980,610.2   (mgal)                       NAVD 88
 QG0464
 QG0464  VERT ORDER  -  SECOND    CLASS 0
 QG0464
 QG0464.The horizontal coordinates were scaled from a topographic map and have
 QG0464.an estimated accuracy of +/- 6 seconds.
 QG0464
 QG0464.The orthometric height was determined by differential leveling
 QG0464.and adjusted by the National Geodetic Survey in June 1991..
 QG0464
 QG0464.The geoid height was determined by GEOID03.
 QG0464
 QG0464.The dynamic height is computed by dividing the NAVD 88
 QG0464.geopotential number by the normal gravity value computed on the
 QG0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0464.degrees latitude (g = 980.6199 gals.).
 QG0464
 QG0464.The modeled gravity was interpolated from observed gravity values.
 QG0464
 QG0464;                    North         East    Units  Estimated Accuracy
 QG0464;SPC ME E     -   174,300.      285,930.      MT  (+/- 180 meters Scaled)
 QG0464
 QG0464                          SUPERSEDED SURVEY CONTROL
 QG0464
 QG0464  NGVD 29 (??/??/92)   68.491  (m)          224.71   (f) ADJ UNCH    2 0
 QG0464
 QG0464.Superseded values are not recommended for survey control.
 QG0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0464.See file dsdata.txt to determine how the superseded data were derived.
 QG0464
 QG0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL251091(NAD 83)
 QG0464_MARKER: DR = REFERENCE MARK DISK
 QG0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0464_STAMPING: HOWLAND NO 1 1958
 QG0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0464+STABILITY: SURFACE MOTION
 QG0464
 QG0464  HISTORY     - Date     Condition        Report By
 QG0464  HISTORY     - 1958     MONUMENTED       CGS
 QG0464
 QG0464                          STATION DESCRIPTION
 QG0464
 QG0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 QG0464'1.5 MI W FROM HOWLAND.
 QG0464'1.5 MILES WEST ALONG STATE HIGHWAY 155 FROM THE WEST END OF THE
 QG0464'BRIDGE OVER THE PENOBSCOT RIVER, AT THE CREST OF A HILL, 26
 QG0464'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 81.3 FEET NORTHEAST
 QG0464'OF TRIANGULATION STATION HOWLAND, 75 FEET NORTHEAST OF A METAL
 QG0464'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, SET
 QG0464'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0466 ***********************************************************************
 QG0466  DESIGNATION -  HOWLAND RM 2
 QG0466  PID         -  QG0466
 QG0466  STATE/COUNTY-  ME/PENOBSCOT
 QG0466  USGS QUAD   -  HOWLAND (1988)
 QG0466
 QG0466                         *CURRENT SURVEY CONTROL
 QG0466  ___________________________________________________________________
 QG0466* NAD 83(1986)-  45 14 07.     (N)    068 40 45.     (W)     SCALED    
 QG0466* NAVD 88     -        68.200  (meters)     223.75   (feet)  ADJUSTED  
 QG0466  ___________________________________________________________________
 QG0466  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 QG0466  DYNAMIC HT  -          68.200 (meters)     223.75  (feet)  COMP
 QG0466  MODELED GRAV-     980,610.2   (mgal)                       NAVD 88
 QG0466
 QG0466  VERT ORDER  -  SECOND    CLASS 0
 QG0466
 QG0466.The horizontal coordinates were scaled from a topographic map and have
 QG0466.an estimated accuracy of +/- 6 seconds.
 QG0466
 QG0466.The orthometric height was determined by differential leveling
 QG0466.and adjusted by the National Geodetic Survey in June 1991..
 QG0466
 QG0466.The geoid height was determined by GEOID03.
 QG0466
 QG0466.The dynamic height is computed by dividing the NAVD 88
 QG0466.geopotential number by the normal gravity value computed on the
 QG0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0466.degrees latitude (g = 980.6199 gals.).
 QG0466
 QG0466.The modeled gravity was interpolated from observed gravity values.
 QG0466
 QG0466;                    North         East    Units  Estimated Accuracy
 QG0466;SPC ME E     -   174,300.      285,930.      MT  (+/- 180 meters Scaled)
 QG0466
 QG0466                          SUPERSEDED SURVEY CONTROL
 QG0466
 QG0466  NGVD 29 (??/??/92)   68.403  (m)          224.42   (f) ADJ UNCH    2 0
 QG0466
 QG0466.Superseded values are not recommended for survey control.
 QG0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0466.See file dsdata.txt to determine how the superseded data were derived.
 QG0466
 QG0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL251091(NAD 83)
 QG0466_MARKER: DR = REFERENCE MARK DISK
 QG0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0466_STAMPING: HOWLAND NO 2 1958
 QG0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0466+STABILITY: SURFACE MOTION
 QG0466
 QG0466  HISTORY     - Date     Condition        Report By
 QG0466  HISTORY     - 1958     MONUMENTED       CGS
 QG0466
 QG0466                          STATION DESCRIPTION
 QG0466
 QG0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 QG0466'1.5 MI W FROM HOWLAND.
 QG0466'1.5 MILES WEST ALONG STATE HIGHWAY 155 FROM THE WEST END OF THE
 QG0466'BRIDGE OVER THE PENOBSCOT RIVER, AT THE CREST OF A HILL, 25 FEET
 QG0466'NORTH OF THE CENTER LINE OF THE HIGHWAY, 93.0 FEET NORTHWEST OF
 QG0466'TRIANGULATION STATION HOWLAND, 110 FEET NORTHWEST OF A METAL
 QG0466'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, SET
 QG0466'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0437 ***********************************************************************
 QG0437  DESIGNATION -  HOYT
 QG0437  PID         -  QG0437
 QG0437  STATE/COUNTY-  ME/PENOBSCOT
 QG0437  USGS QUAD   -  HOWLAND (1988)
 QG0437
 QG0437                         *CURRENT SURVEY CONTROL
 QG0437  ___________________________________________________________________
 QG0437* NAD 83(1996)-  45 09 51.03646(N)    068 40 59.98969(W)     ADJUSTED  
 QG0437* NAVD 88     -        62.634  (meters)     205.49   (feet)  ADJUSTED  
 QG0437  ___________________________________________________________________
 QG0437  LAPLACE CORR-           2.44  (seconds)                    DEFLEC99
 QG0437  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 QG0437  DYNAMIC HT  -          62.633 (meters)     205.49  (feet)  COMP
 QG0437  MODELED GRAV-     980,612.8   (mgal)                       NAVD 88
 QG0437
 QG0437  HORZ ORDER  -  SECOND
 QG0437  VERT ORDER  -  SECOND    CLASS 0
 QG0437
 QG0437.The horizontal coordinates were established by classical geodetic methods
 QG0437.and adjusted by the National Geodetic Survey in March 1998..
 QG0437
 QG0437.The orthometric height was determined by differential leveling
 QG0437.and adjusted by the National Geodetic Survey in June 1991..
 QG0437
 QG0437.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG0437
 QG0437.The geoid height was determined by GEOID03.
 QG0437
 QG0437.The dynamic height is computed by dividing the NAVD 88
 QG0437.geopotential number by the normal gravity value computed on the
 QG0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0437.degrees latitude (g = 980.6199 gals.).
 QG0437
 QG0437.The modeled gravity was interpolated from observed gravity values.
 QG0437
 QG0437;                    North         East     Units Scale Factor Converg.
 QG0437;SPC ME E     -   166,403.571   285,587.755   MT  0.99990255   -0 07 48.0
 QG0437;UTM  19      - 5,001,237.394   524,887.023   MT  0.99960762   +0 13 28.4
 QG0437
 QG0437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG0437!SPC ME E     -   0.99999402  x   0.99990255  =   0.99989657
 QG0437!UTM  19      -   0.99999402  x   0.99960762  =   0.99960165
 QG0437
 QG0437:                Primary Azimuth Mark                     Grid Az
 QG0437:SPC ME E     -  PASSADUMKEAG MTN LOOKOUT TOWER           098 33 08.0
 QG0437:UTM  19      -  PASSADUMKEAG MTN LOOKOUT TOWER           098 11 51.6
 QG0437
 QG0437|---------------------------------------------------------------------|
 QG0437| PID    Reference Object                     Distance      Geod. Az  |
 QG0437|                                                           dddmmss.s |
 QG0437| QG1398 PASSADUMKEAG MTN LOOKOUT TOWER      APPROX.26.0 KM 0982520.0 |
 QG0437| QG0436 HOYT RM 1                            25.789 METERS 15025     |
 QG0437| QG0435 HOYT AZ MK                                         1643107.9 |
 QG0437| QG0441 EDIN                                APPROX. 2.2 KM 2515007.4 |
 QG0437| QG1340 HIGH CUT LOOKOUT TOWER              APPROX.36.6 KM 2544707.0 |
 QG0437| QG0438 HOYT RM 2                            31.825 METERS 25801     |
 QG0437|---------------------------------------------------------------------|
 QG0437
 QG0437                          SUPERSEDED SURVEY CONTROL
 QG0437
 QG0437  NAD 83(1992)-  45 09 51.03549(N)    068 40 59.98795(W) AD(       ) 2
 QG0437  NAD 83(1986)-  45 09 51.04084(N)    068 40 59.99272(W) AD(       ) 2
 QG0437  NAD 27      -  45 09 50.82640(N)    068 41 01.87460(W) AD(       ) 2
 QG0437  NGVD 29 (??/??/92)   62.840  (m)          206.17   (f) ADJ UNCH    2 0
 QG0437
 QG0437.Superseded values are not recommended for survey control.
 QG0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0437.See file dsdata.txt to determine how the superseded data were derived.
 QG0437
 QG0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL2488701237(NAD 83)
 QG0437_MARKER: DS = TRIANGULATION STATION DISK
 QG0437_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QG0437_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QG0437_STAMPING: HOYT 1958
 QG0437_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG0437
 QG0437  HISTORY     - Date     Condition        Report By
 QG0437  HISTORY     - 1958     MONUMENTED       CGS
 QG0437  HISTORY     - 1959     GOOD             NGS
 QG0437  HISTORY     - 1976     SEE DESCRIPTION  NGS
 QG0437  HISTORY     - 1981     MARK NOT FOUND   MEDT
 QG0437
 QG0437                          STATION DESCRIPTION
 QG0437
 QG0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 QG0437'STATION IS LOCATED ABOUT 5 MILES SOUTH-SOUTHWEST OF HOWLAND AND
 QG0437'3-1/2 MILES WEST-SOUTHWEST OF PASSADUMKEAG.  STATION IS 18-1/2
 QG0437'FEET SOUTH OF WITNESS POST, 12 FEET WEST OF APPROXIMATE
 QG0437'CENTERLINE OF TRACK ROAD AND 30 FEET NORTHWEST OF TRIANGLE
 QG0437'BLAZED 9 INCH TREE.  MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 QG0437'IS STAMPED HOYT 1958.
 QG0437'
 QG0437'REFERENCE MARK NO. 1 IS 9-1/2 FEET EAST OF APPROXIMATE
 QG0437'CENTERLINE OF TRACK ROAD AND 32 FEET SOUTHEAST OF 18 INCH MAPLE
 QG0437'TREE.  MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 QG0437'HOYT NO. 1 1958.
 QG0437'
 QG0437'REFERENCE MARK NO. 2 IS 4 FEET WEST OF 2 X 3 FOOT BOULDER, 8
 QG0437'FEET SOUTH OF APPROXIMATE CENTERLINE OF TRACK ROAD AND 42 FEET
 QG0437'SOUTHWEST OF A 1-1/2 FOOT PINE TREE.  MARK PROJECTS ABOUT 9
 QG0437'INCHES AND THE DISK IS STAMPED HOYT NO. 2 1958.
 QG0437'
 QG0437'AZIMUTH MARK IS 0.1 MILE SOUTH OF STATION ON THE RIGHT SIDE OF
 QG0437'TRACK ROAD.  AZIMUTH MARK IS 6-1/2 FEET WEST OF THE APPROXIMATE
 QG0437'CENTERLINE OF TRACK ROAD, 3 FEET EAST OF WITNESS POST AND 59
 QG0437'FEET NORTH OF A 40 INCH PINE TREE.  MARK PROJECTS ABOUT 8 INCHES
 QG0437'AND THE DISK IS STAMPED HOYT 1958.
 QG0437'
 QG0437'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 116 AND 155 AT
 QG0437'THE WEST END OF THE BRIDGE OVER THE PENOBSCOT RIVER IN HOWLAND,
 QG0437'GO SOUTH OF STATE HIGHWAY 116 FOR 9.0 MILES TO SIDE ROAD RIGHT,
 QG0437'AT SIGN, 6 MILES TO EDINBURG TREE FARM, PENOBSCOT DEVELOPMENT
 QG0437'CO.  TURN RIGHT AND GO NORTHWESTERLY ON GRAVEL ROAD FOR 3.9
 QG0437'MILES TO 18 INCH MAPLE TREE WITH TRIANGLE BLAZE ON THE RIGHT
 QG0437'SIDE OF ROAD AND 8 INCH SPRUCE TREE ON THE LEFT.  TURN SHARP
 QG0437'RIGHT AND GO 0.1 MILE ON GRAVELED TRAIL TO LARGE TREE THAT HAS
 QG0437'FALLEN ACROSS THE GRAVELED TRAIL.  TURN SHARP LEFT AND GO
 QG0437'NORTHERLY ON TRACK ROAD FOR 0.4 MILE TO SIDE ROAD LEFT AND
 QG0437'STATION AS DESCRIBED.
 QG0437'
 QG0437'4 WHEEL DRIVE NECESSARY IN WET WEATHER.
 QG0437'
 QG0437'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 QG0437
 QG0437                          STATION RECOVERY (1959)
 QG0437
 QG0437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 QG0437'21.8 MI N FROM OLD TOWN.
 QG0437'2.95 MILES NORTHWEST ALONG STATE HIGHWAY 43 FROM ITS JUNCTION
 QG0437'WITH U.S. HIGHWAY 2 AT OLD TOWN, THENCE 2.25 MILES NORTH ALONG
 QG0437'STATE HIGHWAY 16, THENCE 12.45 MILES NORTH ALONG STATE HIGHWAY
 QG0437'116, THENCE 3.7 MILES WEST ALONG TREE FARM ROAD, THENCE 0.1
 QG0437'MILE NORTHEAST ALONG A DIM WOODS ROAD, THENCE 0.35 MILE NORTHWEST
 QG0437'ALONG A DIM WOODS ROAD, 11 FEET WEST OF CENTERLINE OF DIM
 QG0437'WOODS ROAD, 18 1/2 FEET SOUTHEAST OF A 8 INCH PINE TREE WITH
 QG0437'A PAINTED TRIANGLE BLAZE, 18 1/2 FEET SOUTH OF A METAL WITNESS
 QG0437'POST THAT IS PAINTED WHITE, ABOVE LEVEL WITH THE ROAD, SET
 QG0437'IN TOP OF A CONCRETE FILLED 4 INCH TILE PIPE PROJECTING 3 INCHES
 QG0437'ABOVE THE GROUND.
 QG0437
 QG0437                          STATION RECOVERY (1976)
 QG0437
 QG0437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 QG0437'THE STATION MARK, REFERENCE MARK 1 AND AZIMUTH MARK WERE ALL
 QG0437'FOUND KNOCKED OVER, THERE WAS NO UNDERGROUND MARK AT THIS
 QG0437'STATION.  REFERENCE MARK 2 WAS FOUND IN GOOD CONDITION.
 QG0437'
 QG0437'STATION IS LOCATED ABOUT 5 MILES SOUTH-SOUTHWEST OF HOWLAND,
 QG0437'AND ABOUT 3-1/2 MILES WEST-SOUTHWEST OF PASSADUMKEAG, ABOUT 1/2
 QG0437'MILE EAST OF INTERSTATE HIGHWAY 95, ALONG A DIM TRACK ROAD IN
 QG0437'A WOODED AREA AND WILL NOT SEE OUT IN ANY DIRECTION.
 QG0437'
 QG0437'REFERENCE MARK 2 IS A STANDARD DISK SET IN A DRILL HOLE IN A
 QG0437'2 X 3 FOOT BOULDER PROJECTING ABOUT 4 INCHES ABOVE GROUND AND
 QG0437'IS STAMPED HOYT NO 2 1958.  IT IS 105 FEET WEST-SOUTHWEST OF
 QG0437'CENTER OF SMALL CLEARING AND TRACK ROAD AND 9 FEET SOUTH OF A
 QG0437'VERY DIM TRACK ROAD.
 QG0437'
 QG0437'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 116 AND 158 AT THE
 QG0437'WEST END OF BRIDGE OVER THE PENOBSCOT RIVER IN HOWLAND, GO
 QG0437'SOUTH ON STATE HIGHWAY 116 FOR 9.0 MILES TO A SIDE ROAD RIGHT
 QG0437'AND A MOBILE HOME SET UP PERMANANT ON RIGHT, TURN RIGHT FOLLOW
 QG0437'GRAVEL ROAD WESTERLY FOR 2.35 MILES TO GRAVEL PIT, KEEP LEFT,
 QG0437'CONTINUE WESTERLY ON GRAVEL ROAD FOR 1.0 MILE TO A SMALL
 QG0437'CLEARING AND A DIM TRACK ROAD ON RIGHT, BEAR RIGHT FOLLOW TRACK
 QG0437'ROAD NORTHERLY FOR 0.4 MILE TO A SMALL CLEARING AND THE
 QG0437'REFERENCE MARK 2 ABOUT 100 FEET TO THE LEFT.
 QG0437'
 QG0437'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QG0437'5 MILES SOUTH-SOUTHWEST OF HOWLAND.
 QG0437
 QG0437                          STATION RECOVERY (1981)
 QG0437
 QG0437'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1981 (BJR)
 QG0437'HOYT - 1958 PIECE OF TERRACOTTA PIPE WAS FOUND, I.E. STATION
 QG0437'MARK DESTROYED.
 QG0437'
 QG0437'HOYT NO. 1 - 1958 SEARCHED FOR, NOT FOUND.
 QG0437'
 QG0437'HOYT NO. 2 - 1958 RECOVERED GOOD.
 QG0437'
 QG0437'AZ-HOYT-1958 DESTROYED.
 QG0437'
 QG0437'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MI.
 QG0437'SOUTH-SOUTHWEST OF HOWLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0435 ***********************************************************************
 QG0435  DESIGNATION -  HOYT AZ MK
 QG0435  PID         -  QG0435
 QG0435  STATE/COUNTY-  ME/PENOBSCOT
 QG0435  USGS QUAD   -  HOWLAND (1988)
 QG0435
 QG0435                         *CURRENT SURVEY CONTROL
 QG0435  ___________________________________________________________________
 QG0435* NAD 83(1986)-  45 09 49.     (N)    068 41 06.     (W)     SCALED    
 QG0435* NAVD 88     -        61.876  (meters)     203.00   (feet)  ADJUSTED  
 QG0435  ___________________________________________________________________
 QG0435  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 QG0435  DYNAMIC HT  -          61.876 (meters)     203.00  (feet)  COMP
 QG0435  MODELED GRAV-     980,612.6   (mgal)                       NAVD 88
 QG0435
 QG0435  VERT ORDER  -  SECOND    CLASS 0
 QG0435
 QG0435.The horizontal coordinates were scaled from a topographic map and have
 QG0435.an estimated accuracy of +/- 6 seconds.
 QG0435
 QG0435.The orthometric height was determined by differential leveling
 QG0435.and adjusted by the National Geodetic Survey in June 1991..
 QG0435
 QG0435.The geoid height was determined by GEOID03.
 QG0435
 QG0435.The dynamic height is computed by dividing the NAVD 88
 QG0435.geopotential number by the normal gravity value computed on the
 QG0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0435.degrees latitude (g = 980.6199 gals.).
 QG0435
 QG0435.The modeled gravity was interpolated from observed gravity values.
 QG0435
 QG0435;                    North         East    Units  Estimated Accuracy
 QG0435;SPC ME E     -   166,340.      285,460.      MT  (+/- 180 meters Scaled)
 QG0435
 QG0435                          SUPERSEDED SURVEY CONTROL
 QG0435
 QG0435  NGVD 29 (??/??/92)   62.08   (m)          203.7    (f) COMPUTED    2 0
 QG0435
 QG0435.Superseded values are not recommended for survey control.
 QG0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0435.See file dsdata.txt to determine how the superseded data were derived.
 QG0435
 QG0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL247011(NAD 83)
 QG0435_MARKER: DZ = AZIMUTH MARK DISK
 QG0435_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QG0435_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QG0435_STAMPING: HOYT 1958
 QG0435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG0435
 QG0435  HISTORY     - Date     Condition        Report By
 QG0435  HISTORY     - 1958     MONUMENTED       CGS
 QG0435  HISTORY     - 1959     GOOD             NGS
 QG0435  HISTORY     - 19851024 MARK NOT FOUND   USPSQD
 QG0435
 QG0435                          STATION DESCRIPTION
 QG0435
 QG0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QG0435'21.8 MI N FROM OLD TOWN.
 QG0435'2.95 MILES NORTHWEST ALONG STATE HIGHWAY 43 FROM ITS JUNCTION
 QG0435'WITH U.S. HIGHWAY 2 AT OLD TOWN, THENCE 2.25 MILES NORTH ALONG
 QG0435'STATE HIGHWAY 16, THENCE 12.45 MILES NORTH ALONG STATE HIGHWAY
 QG0435'116, THENCE 3.7 MILES WEST ALONG TREE FARM ROAD, THENCE 0.1
 QG0435'MILE NORTHEAST ALONG A DIM WOODS ROAD, THENCE 0.3 MILE
 QG0435'NORTHWEST ALONG DIM WOODS ROAD, 5 FEET WEST OF CENTERLINE OF
 QG0435'WOODS ROAD, 17 FEET SOUTHEAST OF A PAINTED SLASH ON A 12 INCH
 QG0435'BEECH TREE, 2.6 FEET EAST OF A WHITE METAL WITNESS POST,
 QG0435'ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP OF A
 QG0435'CONCRETE FILLED 4 INCH TILE PIPE PROJECTING 6 INCHES ABOVE
 QG0435'THE GROUND.
 QG0435
 QG0435                          STATION RECOVERY (1985)
 QG0435
 QG0435'RECOVERY NOTE BY US POWER SQUADRON 1985 (DVH)
 QG0435'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2032 ***********************************************************************
 OC2032  DESIGNATION -  HOYT NECK 2 1928
 OC2032  PID         -  OC2032
 OC2032  STATE/COUNTY-  ME/YORK
 OC2032  USGS QUAD   -  BIDDEFORD (1975)
 OC2032
 OC2032                         *CURRENT SURVEY CONTROL
 OC2032  ___________________________________________________________________
 OC2032* NAD 83(1996)-  43 24 44.68048(N)    070 22 58.22603(W)     ADJUSTED  
 OC2032* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 OC2032  ___________________________________________________________________
 OC2032  LAPLACE CORR-           2.99  (seconds)                    DEFLEC99
 OC2032  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 OC2032
 OC2032  HORZ ORDER  -  THIRD
 OC2032
 OC2032.The horizontal coordinates were established by classical geodetic methods
 OC2032.and adjusted by the National Geodetic Survey in March 1998..
 OC2032
 OC2032.The orthometric height was scaled from a topographic map.
 OC2032
 OC2032.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2032
 OC2032.The geoid height was determined by GEOID03.
 OC2032
 OC2032;                    North         East     Units Scale Factor Converg.
 OC2032;SPC ME W     -    64,353.291   882,491.902   MT  0.99997044   -0 08 54.8
 OC2032;UTM  19      - 4,807,542.613   388,043.087   MT  0.99975418   -0 57 01.6
 OC2032
 OC2032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2032!SPC ME W     -   1.00000320  x   0.99997044  =   0.99997364
 OC2032!UTM  19      -   1.00000320  x   0.99975418  =   0.99975738
 OC2032
 OC2032:                Primary Azimuth Mark                     Grid Az
 OC2032:SPC ME W     -  FLETCHERS NECK WATER TANK                004 10 38.2
 OC2032:UTM  19      -  FLETCHERS NECK WATER TANK                004 58 45.0
 OC2032
 OC2032|---------------------------------------------------------------------|
 OC2032| PID    Reference Object                     Distance      Geod. Az  |
 OC2032|                                                           dddmmss.s |
 OC2032| OC2049 FLETCHERS NECK WATER TANK           APPROX. 2.9 KM 0040143.4 |
 OC2032| OC2061 HOYT NECK B                          20.325 METERS 00654     |
 OC2032| OC2051 LIVINGSTONS HOUSE CHIMNEY            95.324 METERS 07307     |
 OC2032| OC2020 KENNEBUNKPORT WATER TANK            APPROX. 6.8 KM 2270643.7 |
 OC2032|---------------------------------------------------------------------|
 OC2032
 OC2032                          SUPERSEDED SURVEY CONTROL
 OC2032
 OC2032  NAD 83(1992)-  43 24 44.67890(N)    070 22 58.22750(W) AD(       ) 3
 OC2032  NAD 83(1986)-  43 24 44.68424(N)    070 22 58.23309(W) AD(       ) 3
 OC2032  NAD 27      -  43 24 44.34800(N)    070 23 00.08700(W) AD(       ) 3
 OC2032
 OC2032.Superseded values are not recommended for survey control.
 OC2032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2032.See file dsdata.txt to determine how the superseded data were derived.
 OC2032
 OC2032_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ8804307543(NAD 83)
 OC2032
 OC2032  HISTORY     - Date     Condition        Report By
 OC2032  HISTORY     - 1928     MONUMENTED       CGS
 OC2032  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OC2032  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OC2032  HISTORY     - 1955     SEE DESCRIPTION  CGS
 OC2032
 OC2032                          STATION DESCRIPTION
 OC2032
 OC2032'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (GCM)
 OC2032'THE REFERENCE MARK PLACED IN THE LOCALITY OF STATION HOYT NECK
 OC2032'AT THE TIME OF THE 1912 SEARCH FOR THAT STATION.  NEARBY, AND SE
 OC2032'OF THE STATION IS THE LARGE CONSPICUOUS HOUSE OF
 OC2032'MR. LIVINGSTON.  MAGNETIC DECLINATION OBSERVED.  AN ENTRIELY NEW
 OC2032'LOCATION OF THIS STATION WAS DETERMINED BY THREE POINT THEODOLITE
 OC2032'LOCATION.
 OC2032
 OC2032                          STATION RECOVERY (1943)
 OC2032
 OC2032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 OC2032'STATION RECOVERED AS DESCRIBED.  THE MARK IS IN GOOD CONDITION
 OC2032'EXCEPT THAT IT EXTENDS ABOUT 1/2 INCH ABOVE THE ROCK.  HOWEVER,
 OC2032'IT IS FIRM AND WOULD NOT BE EASILY REMOVED.
 OC2032
 OC2032                          STATION RECOVERY (1953)
 OC2032
 OC2032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EHK)
 OC2032'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS
 OC2032'ADEQUATE WITH THE FOLLOWING ADDITIONS--
 OC2032'
 OC2032'THE HOUSE REFERRED TO IS NOW OWNED BY RICHARD SPITZ AND AT THE
 OC2032'PRESENT TIME IS VACANT.  THE STATION IS ABOUT 189 FT. SW OF THE
 OC2032'SW CORNER OF THE HOUSE.
 OC2032
 OC2032                          STATION RECOVERY (1955)
 OC2032
 OC2032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (MTP)
 OC2032'THE STATION WAS RECOVERED AS DESCRIBED.  THE PREVIOUS DESCRIPTION
 OC2032'IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0436 ***********************************************************************
 QG0436  DESIGNATION -  HOYT RM 1
 QG0436  PID         -  QG0436
 QG0436  STATE/COUNTY-  ME/PENOBSCOT
 QG0436  USGS QUAD   -  HOWLAND (1988)
 QG0436
 QG0436                         *CURRENT SURVEY CONTROL
 QG0436  ___________________________________________________________________
 QG0436* NAD 83(1986)-  45 09 50.     (N)    068 40 59.     (W)     SCALED    
 QG0436* NAVD 88     -        62.716  (meters)     205.76   (feet)  ADJUSTED  
 QG0436  ___________________________________________________________________
 QG0436  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 QG0436  DYNAMIC HT  -          62.715 (meters)     205.76  (feet)  COMP
 QG0436  MODELED GRAV-     980,612.8   (mgal)                       NAVD 88
 QG0436
 QG0436  VERT ORDER  -  SECOND    CLASS 0
 QG0436
 QG0436.The horizontal coordinates were scaled from a topographic map and have
 QG0436.an estimated accuracy of +/- 6 seconds.
 QG0436
 QG0436.The orthometric height was determined by differential leveling
 QG0436.and adjusted by the National Geodetic Survey in June 1991..
 QG0436
 QG0436.The geoid height was determined by GEOID03.
 QG0436
 QG0436.The dynamic height is computed by dividing the NAVD 88
 QG0436.geopotential number by the normal gravity value computed on the
 QG0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0436.degrees latitude (g = 980.6199 gals.).
 QG0436
 QG0436.The modeled gravity was interpolated from observed gravity values.
 QG0436
 QG0436;                    North         East    Units  Estimated Accuracy
 QG0436;SPC ME E     -   166,370.      285,610.      MT  (+/- 180 meters Scaled)
 QG0436
 QG0436                          SUPERSEDED SURVEY CONTROL
 QG0436
 QG0436  NGVD 29 (??/??/92)   62.922  (m)          206.44   (f) ADJ UNCH    2 0
 QG0436
 QG0436.Superseded values are not recommended for survey control.
 QG0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0436.See file dsdata.txt to determine how the superseded data were derived.
 QG0436
 QG0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL249012(NAD 83)
 QG0436_MARKER: DR = REFERENCE MARK DISK
 QG0436_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QG0436_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QG0436_STAMPING: HOYT NO 1 1958
 QG0436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG0436
 QG0436  HISTORY     - Date     Condition        Report By
 QG0436  HISTORY     - 1958     MONUMENTED       CGS
 QG0436  HISTORY     - 1959     GOOD             NGS
 QG0436
 QG0436                          STATION DESCRIPTION
 QG0436
 QG0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QG0436'21.8 MI N FROM OLD TOWN.
 QG0436'2.95 MILES NORTHWEST ALONG STATE HIGHWAY 43 FROM ITS JUNCTION
 QG0436'WITH U.S. HIGHWAY 2 AT OLD TOWN, THENCE 2.25 MILES NORTH ALONG
 QG0436'STATE HIGHWAY 16, THENCE 12.45 MILES NORTH ALONG STATE HIGHWAY
 QG0436'116, THENCE 3.7 MILES WEST ALONG TREE FARM ROAD, THENCE 0.1
 QG0436'MILE NORTHEAST ALONG A DIM WOODS ROAD, THENCE 0.35 MILE
 QG0436'NORTHWEST ALONG A DIM WOODS RAOD, 84.6 FEET SOUTH-SOUTHEAST
 QG0436'AND ACROSS DIM WOODS ROAD FROM STATION, 9 FEET EAST OF CENTERLINE
 QG0436'OF DIM WOODS ROAD, 16 1/2 FEET SOUTH OF 10 INCH PINE TREE WITH
 QG0436'A PAINTED TRIANGLE BLAZE, ABOUT LEVEL WITH THE ROAD, SET IN
 QG0436'THE TOP OF A CONCRETE FILLED 4 INCH TILE PIPE PROJECTING 4
 QG0436'INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0438 ***********************************************************************
 QG0438  DESIGNATION -  HOYT RM 2
 QG0438  PID         -  QG0438
 QG0438  STATE/COUNTY-  ME/PENOBSCOT
 QG0438  USGS QUAD   -  HOWLAND (1988)
 QG0438
 QG0438                         *CURRENT SURVEY CONTROL
 QG0438  ___________________________________________________________________
 QG0438* NAD 83(1986)-  45 09 50.     (N)    068 40 59.     (W)     SCALED    
 QG0438* NAVD 88     -        61.443  (meters)     201.58   (feet)  ADJUSTED  
 QG0438  ___________________________________________________________________
 QG0438  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 QG0438  DYNAMIC HT  -          61.443 (meters)     201.58  (feet)  COMP
 QG0438  MODELED GRAV-     980,612.8   (mgal)                       NAVD 88
 QG0438
 QG0438  VERT ORDER  -  SECOND    CLASS 0
 QG0438
 QG0438.The horizontal coordinates were scaled from a topographic map and have
 QG0438.an estimated accuracy of +/- 6 seconds.
 QG0438
 QG0438.The orthometric height was determined by differential leveling
 QG0438.and adjusted by the National Geodetic Survey in June 1991..
 QG0438
 QG0438.The geoid height was determined by GEOID03.
 QG0438
 QG0438.The dynamic height is computed by dividing the NAVD 88
 QG0438.geopotential number by the normal gravity value computed on the
 QG0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0438.degrees latitude (g = 980.6199 gals.).
 QG0438
 QG0438.The modeled gravity was interpolated from observed gravity values.
 QG0438
 QG0438;                    North         East    Units  Estimated Accuracy
 QG0438;SPC ME E     -   166,370.      285,610.      MT  (+/- 180 meters Scaled)
 QG0438
 QG0438                          SUPERSEDED SURVEY CONTROL
 QG0438
 QG0438  NGVD 29 (??/??/92)   61.649  (m)          202.26   (f) ADJ UNCH    2 0
 QG0438
 QG0438.Superseded values are not recommended for survey control.
 QG0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0438.See file dsdata.txt to determine how the superseded data were derived.
 QG0438
 QG0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL249012(NAD 83)
 QG0438_MARKER: DR = REFERENCE MARK DISK
 QG0438_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QG0438_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QG0438_STAMPING: HOYT NO 2 1958
 QG0438_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG0438
 QG0438  HISTORY     - Date     Condition        Report By
 QG0438  HISTORY     - 1958     MONUMENTED       CGS
 QG0438  HISTORY     - 1959     GOOD             NGS
 QG0438
 QG0438                          STATION DESCRIPTION
 QG0438
 QG0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QG0438'21.8 MI N FROM OLD TOWN.
 QG0438'2.95 MILES NORTHWEST ALONG STATE HIGHWAY 43 FROM ITS JUNCTION
 QG0438'WITH U.S. HIGHWAY 2 AT OLD TOWN, THENCE 2.25 MILES NORTH ALONG
 QG0438'STATE HIGHWAY 16, THENCE 12.45 MILES NORTH ALONG STATE HIGHWAY
 QG0438'116, THENCE 3.7 MILES WEST ALONG TREE FARM ROAD, THENCE 0.1
 QG0438'MILE NORTHEAST ALONG A DIM WOODS ROAD, THENCE 0.35 MILE NORTHWEST
 QG0438'ALONG A DIM WOODS ROAD, 104.6 FEET WEST OF STATION, 115 1/2
 QG0438'FEET WEST OF CENTERLINE OF DIM WOODS ROAD, 25 1/2 FEET SOUTHWEST
 QG0438'OF A 8 INCH PINE TREE WITH A PAINTED TRIANGLE BLAZE, ABOUT LEVEL
 QG0438'WITH THE ROAD, SET IN TOP OF A CONCRETE FILLED 4 INCH TILE PIPE
 QG0438'PROJECTING 5 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2033 ***********************************************************************
 OC2033  DESIGNATION -  HOYTS NECK 1851
 OC2033  PID         -  OC2033
 OC2033  STATE/COUNTY-  ME/YORK
 OC2033  USGS QUAD   -  BIDDEFORD (1975)
 OC2033
 OC2033                         *CURRENT SURVEY CONTROL
 OC2033  ___________________________________________________________________
 OC2033* NAD 83(1996)-  43 24 44.65537(N)    070 22 58.24263(W)     ADJUSTED  
 OC2033* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 OC2033  ___________________________________________________________________
 OC2033  LAPLACE CORR-           2.99  (seconds)                    DEFLEC99
 OC2033  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 OC2033
 OC2033  HORZ ORDER  -  THIRD
 OC2033
 OC2033.The horizontal coordinates were established by classical geodetic methods
 OC2033.and adjusted by the National Geodetic Survey in March 1998..
 OC2033
 OC2033.The orthometric height was scaled from a topographic map.
 OC2033
 OC2033.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2033
 OC2033.The geoid height was determined by GEOID03.
 OC2033
 OC2033;                    North         East     Units Scale Factor Converg.
 OC2033;SPC ME W     -    64,352.517   882,491.526   MT  0.99997044   -0 08 54.8
 OC2033;UTM  19      - 4,807,541.845   388,042.701   MT  0.99975418   -0 57 01.6
 OC2033
 OC2033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2033!SPC ME W     -   1.00000320  x   0.99997044  =   0.99997364
 OC2033!UTM  19      -   1.00000320  x   0.99975418  =   0.99975738
 OC2033
 OC2033:                Primary Azimuth Mark                     Grid Az
 OC2033:SPC ME W     -  STAGE ISLAND 1850                        212 34 18.4
 OC2033:UTM  19      -  STAGE ISLAND 1850                        213 22 25.2
 OC2033
 OC2033|---------------------------------------------------------------------|
 OC2033| PID    Reference Object                     Distance      Geod. Az  |
 OC2033|                                                           dddmmss.s |
 OC2033| OC2017 STAGE ISLAND 1850                   APPROX. 5.4 KM 2122523.6 |
 OC2033|---------------------------------------------------------------------|
 OC2033
 OC2033                          SUPERSEDED SURVEY CONTROL
 OC2033
 OC2033  NAD 83(1992)-  43 24 44.65402(N)    070 22 58.24395(W) AD(       ) 3
 OC2033  NAD 83(1986)-  43 24 44.65997(N)    070 22 58.24933(W) AD(       ) 3
 OC2033  NAD 27      -  43 24 44.35700(N)    070 23 00.07700(W) AD(       ) 3
 OC2033
 OC2033.Superseded values are not recommended for survey control.
 OC2033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2033.See file dsdata.txt to determine how the superseded data were derived.
 OC2033
 OC2033_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ8804307542(NAD 83)
 OC2033
 OC2033  HISTORY     - Date     Condition        Report By
 OC2033  HISTORY     - 1851     MONUMENTED       COASUR
 OC2033  HISTORY     - 1912     SEE DESCRIPTION  CGS
 OC2033  HISTORY     - 1928     SEE DESCRIPTION  CGS
 OC2033
 OC2033                          STATION DESCRIPTION
 OC2033
 OC2033'DESCRIBED BY COAST AND GEODETIC SURVEY 1912
 OC2033'STATION IS ON THE NECK SO NAMED, ON A HIGH FLAT LEDGE ABOUT 1/2
 OC2033'MILE SSW OF FORTUNE ROCK AND THE SAME DISTANCE E OF CURTIS
 OC2033'COVE.  STATION MARK IS A COPPER BOLT SET IN A HOLE IN THE
 OC2033'ROCK.  THE COPPER BOLT WAS NOT FOUND IN 1912, BUT A DRILL HOLE
 OC2033'1/2 INCH DEEP WAS FOUND NEARBY AND A STANDARD DISK REFERENCE MARK
 OC2033'WAS SET THEREIN PENDING A FURTHER SEARCH FOR THE BOLT.
 OC2033
 OC2033                          STATION RECOVERY (1928)
 OC2033
 OC2033'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928 (GCM)
 OC2033'STATION RECOVERED AS DESCRIBED IN 1912.  THE POINT IS KNOWN AS
 OC2033'GRANITE POINT, AND IS OCCUPIED BY MR. LIVINGSTONS HOUSE.  A
 OC2033'LOCATION OF THE TABLET, RENAMED HOYTS NECK 2, WAS MADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0988 ***********************************************************************
 PD0988  DESIGNATION -  HOYTS RIDGE
 PD0988  PID         -  PD0988
 PD0988  STATE/COUNTY-  ME/WASHINGTON
 PD0988  USGS QUAD   -  MACHIAS BAY (1993)
 PD0988
 PD0988                         *CURRENT SURVEY CONTROL
 PD0988  ___________________________________________________________________
 PD0988* NAD 83(1996)-  44 40 26.06903(N)    067 18 22.34088(W)     ADJUSTED  
 PD0988* NAVD 88     -                                                        
 PD0988  ___________________________________________________________________
 PD0988  LAPLACE CORR-           6.03  (seconds)                    DEFLEC99
 PD0988  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 PD0988
 PD0988  HORZ ORDER  -  THIRD
 PD0988
 PD0988.The horizontal coordinates were established by classical geodetic methods
 PD0988.and adjusted by the National Geodetic Survey in March 1998..
 PD0988
 PD0988
 PD0988.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0988
 PD0988.The geoid height was determined by GEOID03.
 PD0988
 PD0988;                    North         East     Units Scale Factor Converg.
 PD0988;SPC ME E     -   112,602.319   394,649.893   MT  1.00001013   +0 50 21.8
 PD0988;UTM  19      - 4,948,122.138   634,252.195   MT  0.99982164   +1 11 27.7
 PD0988
 PD0988                          SUPERSEDED SURVEY CONTROL
 PD0988
 PD0988  NAD 83(1992)-  44 40 26.06508(N)    067 18 22.33815(W) AD(       ) 4
 PD0988  NAD 83(1986)-  44 40 26.06108(N)    067 18 22.34045(W) AD(       ) 4
 PD0988  NAD 27      -  44 40 25.79000(N)    067 18 24.40000(W) AD(       ) 3
 PD0988
 PD0988.Superseded values are not recommended for survey control.
 PD0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0988.See file dsdata.txt to determine how the superseded data were derived.
 PD0988
 PD0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK3425248122(NAD 83)
 PD0988
 PD0988  HISTORY     - Date     Condition        Report By
 PD0988  HISTORY     - UNK      MONUMENTED
 PD0988  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0988
 PD0988                          STATION DESCRIPTION
 PD0988
 PD0988'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0988'STATION NOT RECOVERED.  THERE WAS NO DESCRIPTION LISTED FOR THIS
 PD0988'STATION, BUT A THOROUGH SEARCH WAS MADE IN THE VICINITY OF THE
 PD0988'LOCATION AS SHOWN ON THE TOPOGRAPHIC QUADRANGLE MAP.  IT IS
 PD0988'RECOMMENDED THAT THIS STATION BE CLASSIFIED AS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2246 ***********************************************************************
 PE2246  DESIGNATION -  HUBBARD
 PE2246  PID         -  PE2246
 PE2246  STATE/COUNTY-  ME/SOMERSET
 PE2246  USGS QUAD   -  NEWPORT (1982)
 PE2246
 PE2246                         *CURRENT SURVEY CONTROL
 PE2246  ___________________________________________________________________
 PE2246* NAD 83(1996)-  44 49 29.22130(N)    069 19 31.98084(W)     ADJUSTED  
 PE2246* NAVD 88     -       106.5    (meters)     349.     (feet)  VERTCON   
 PE2246  ___________________________________________________________________
 PE2246  LAPLACE CORR-           3.17  (seconds)                    DEFLEC99
 PE2246  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 PE2246
 PE2246  HORZ ORDER  -  SECOND
 PE2246
 PE2246.The horizontal coordinates were established by classical geodetic methods
 PE2246.and adjusted by the National Geodetic Survey in March 1998..
 PE2246
 PE2246.The NAVD 88 height was computed by applying the VERTCON shift value to
 PE2246.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PE2246
 PE2246.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2246
 PE2246.The geoid height was determined by GEOID03.
 PE2246
 PE2246;                    North         East     Units Scale Factor Converg.
 PE2246;SPC ME W     -   221,604.710   966,518.988   MT  1.00002106   +0 35 34.7
 PE2246;SPC ME E     -   129,005.230   234,716.406   MT  0.99995239   -0 34 55.1
 PE2246;UTM  19      - 4,963,537.932   474,263.579   MT  0.99960814   -0 13 46.2
 PE2246
 PE2246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2246!SPC ME W     -   0.99998727  x   1.00002106  =   1.00000833
 PE2246!SPC ME E     -   0.99998727  x   0.99995239  =   0.99993966
 PE2246!UTM  19      -   0.99998727  x   0.99960814  =   0.99959541
 PE2246
 PE2246:                Primary Azimuth Mark                     Grid Az
 PE2246:SPC ME W     -  NEWPORT HOOD AND SONS STACK              074 47 08.9
 PE2246:SPC ME E     -  NEWPORT HOOD AND SONS STACK              075 57 38.7
 PE2246:UTM  19      -  NEWPORT HOOD AND SONS STACK              075 36 29.8
 PE2246
 PE2246|---------------------------------------------------------------------|
 PE2246| PID    Reference Object                     Distance      Geod. Az  |
 PE2246|                                                           dddmmss.s |
 PE2246| PE2249 NEWPORT HOOD AND SONS STACK         APPROX. 4.1 KM 0752243.6 |
 PE2246| PE2245 NEWPORT DANIEL E CUMMINGS TANK      APPROX. 4.2 KM 0763400.6 |
 PE2246| PE2244 DOGTOWN                             APPROX. 3.6 KM 2263731.1 |
 PE2246| PE2250 PITTSFIELD WATER WORKS SPIPE        APPROX. 6.0 KM 2375441.1 |
 PE2246| CE8025 HUBBARD RM 1                         20.935 METERS 23935     |
 PE2246| CE8024 HUBBARD AZ MK                                      2821357.4 |
 PE2246| CE8026 HUBBARD RM 2                         25.315 METERS 31640     |
 PE2246|---------------------------------------------------------------------|
 PE2246
 PE2246                          SUPERSEDED SURVEY CONTROL
 PE2246
 PE2246  NAD 83(1992)-  44 49 29.21889(N)    069 19 31.97571(W) AD(       ) 2
 PE2246  NAD 83(1986)-  44 49 29.22217(N)    069 19 31.98574(W) AD(       ) 2
 PE2246  NAD 27      -  44 49 28.99140(N)    069 19 33.80230(W) AD(       ) 2
 PE2246  NGVD 29 (07/19/86)  106.7    (m)          350.     (f) VERT ANG       
 PE2246
 PE2246.Superseded values are not recommended for survey control.
 PE2246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2246.See file dsdata.txt to determine how the superseded data were derived.
 PE2246
 PE2246_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK7426463538(NAD 83)
 PE2246_MARKER: DS = TRIANGULATION STATION DISK
 PE2246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE2246_STAMPING: HUBBARD 1958
 PE2246_MARK LOGO: CGS   
 PE2246_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE2246
 PE2246  HISTORY     - Date     Condition        Report By
 PE2246  HISTORY     - 1958     MONUMENTED       CGS
 PE2246  HISTORY     - 19810813 GOOD             NGS
 PE2246
 PE2246                          STATION DESCRIPTION
 PE2246
 PE2246'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 PE2246'STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF PITTSFIELD, 3 MILES
 PE2246'WEST-SOUTHWEST OF NEWPORT AND 1-1/2 MILES NORTH-NORTHWEST OF HURD
 PE2246'CORNER.  STATION IS 54 FEET SOUTH OF CENTERLINE OF LOGGING ROAD,
 PE2246'20 FEET EAST OF TRACK LOGGING ROAD, 25 FEET WEST OF WEST EDGE OF
 PE2246'WATER HOLE, 4 FEET SOUTH OF WITNESS POST AND 20 FEET
 PE2246'SOUTH-SOUTHWEST OF OPEN WELL, MARK PROJECTS 5 INCHES AND THE DISK
 PE2246'IS STAMPED HUBBARD 1958.
 PE2246'
 PE2246'REFERENCE MARK NO. 1 IS 19 FEET EAST OF 8 INCH FIR TREE AND 89
 PE2246'FEET SOUTH OF LOGGING ROAD.  MARK PROJECTS 6 INCHES AND THE DISK
 PE2246'IS STAMPED HUBBARD NO 1 1958.
 PE2246'
 PE2246'REFERENCE MARK NO. 2 IS 25 FEET EAST OF TRIANGLE BLAZED FIR
 PE2246'TREE AND 9 FEET NORTH OF CENTERLINE OF LOGGING ROAD.  MARK
 PE2246'PROJECTS 5 INCHES AND THE DISK IS STAMPED HUBBARD NO 2 1959.
 PE2246'
 PE2246'AZIMUTH MARK IS REACHED BY GOING NORTHWEST ON LOGGING ROAD FOR
 PE2246'0.1 MILE TO MARK ON RIGHT, 7 FEET NORTH OF WITNESS POST AND
 PE2246'20 FEET NORTH OF THE APPROXIMATE CENTER OF LOGGING ROAD.  MARK
 PE2246'PROJECTS 4 INCHES AND THE DISK IS STAMPED HUBBARD 1958.
 PE2246'
 PE2246'TO REACH FROM THE JUNCTION OFC U.S. HIGHWAY NO. 2 AND STATE HIGHWAY
 PE2246'100 IN THE WEST EDGE OF NEWPORT, GO SOUTHWEST ON STATE HIGHWAY
 PE2246'100 FOR 1.75 MILES TO SIDE ROAD RIGHT AT A ROAD SIDE PARK.  TURN
 PE2246'SHARP RIGHT AND GO NORTH FOR 0.5 MILE TO WOODS LOGGING ROAD LEFT
 PE2246'AT CEMETERY, TURN LEFT AND GO WEST FOR 0.9 MILE TO CLEARING ON
 PE2246'LEFT AND STATION AS DESCRIBED.
 PE2246'
 PE2246'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 PE2246
 PE2246                          STATION RECOVERY (1981)
 PE2246
 PE2246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 PE2246'THE STATION MARK, REFERENCE MARK 1 AND AZIMUTH MARK WERE RECOVERED IN
 PE2246'GOOD CONDITION.  REFERENCE MARK 2 WAS PROBABLY DESTROYED BY HIGHWAY
 PE2246'CONSTRUCTION FOR INTERSTATE HIGHWAY 95.  THE DISTANCE TO REFERENCE
 PE2246'MARK 1 CHECKED.  THE AZIMUTH MARK IS OBSTRUCTED BY TREES AND A HIGH
 PE2246'STAND IS NEEDED TO SEE OVER THE SOUTHBOUND LANE OF I-95.  REFERENCE
 PE2246'MARK 3 WAS ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 PE2246' 
 PE2246'STATION IS LOCATED ABOUT 6.4 KM (3.95 MI) NORTHEAST OF PITTSFIELD, 4.8
 PE2246'KM (3.00 MI) WEST SOUTHWEST OF NEWPORT AND 2.4 KM (1.50 MI) NORTH
 PE2246'NORTHWEST OF HURD CORNER.  IT IS IN THE MEDIAN STRIP OF INTERSTATE
 PE2246'HIGHWAY 95 AND IS 0.7 KM (0.45 MI) SOUTHWEST OF MILEPOST 149.  TO
 PE2246'REACH THE STATION FROM WHERE STATE HIGHWAYS 11 AND 100 CROSSES OVER
 PE2246'INTERSTATE HIGHWAY 95, JUST SOUTHWEST OF NEWPORT AT EXIT 39, GO
 PE2246'SOUTHWEST ON I-95 FOR 3.1 KM (1.90 MI) TO A SMALL CLEARING AND THE
 PE2246'STATION ON THE LEFT, ABOUT 8 FT (2.4 M) BELOW THE LEVEL OF HIGHWAY.
 PE2246' 
 PE2246'THE STATION IS A STANDARD NGS DISK STAMPED--HUBBARD 1958--, SET INTO
 PE2246'THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES OR 30 CM ON SIDE
 PE2246'PROJECTING 2 INCHES OR 5 CM ABOVE THE GROUND LOCATED 121.0 FT (36.9 M)
 PE2246'SE FROM THE CENTER OF THE SOUTH BOUND LANE OF I-95, 25.0 FT (7.6 M)
 PE2246'NNE FROM A 18-INCH PINE TREE IN A CLEARED AREA WITH TRIANGLE BLAZE,
 PE2246'AND 4.3 FT (1.3 M) SW FROM A METAL WITNESS POST.  REFERENCE MARK NO 1
 PE2246'IS A STANDARD NGS DISK STAMPED--HUBBARD NO 1 1958--, SET INTO THE TOP
 PE2246'OF A SQUARE CONCRETE MONUMENT 12 INCHES OR 30 CM ON SIDE PROJECTING 3
 PE2246'INCHES OR 8 CM ABOVE THE GROUND LOCATED 106.0 FT (32.3 M) SE FROM THE
 PE2246'CENTER OF THE SOUTH BOUND LANE OF I-95, 21.0 FT (6.4 M) NNW FROM A
 PE2246'14-INCH PINE TREE WITH TRIANGLE BLAZE, 20.0 FT (6.1 M) ESE FROM A
 PE2246'18-INCH PINE TREE, AND 2.0 FT (0.6 M) LOWER THAN THE STATION.
 PE2246'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--HUBBARD 1958 NO 3
 PE2246'1981--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES OR 30
 PE2246'CM ON SIDE FLUSH WITH GROUND LOCATED 39.0 FT (11.9 M) SE FROM THE
 PE2246'CENTER OF THE SOUTH BOUND LANE OF I-95, 50.0 FT (15.2 M) W FROM A PINE
 PE2246'TREE ON EDGE OF CLEARING, AND 2.0 FT (0.6 M) HIGHER THAN THE STATION.
 PE2246'AZIMUTH MARK NO 1 IS A STANDARD NGS DISK STAMPED--HUBBARD 1958--, SET
 PE2246'INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES OR 30 CM ON SIDE
 PE2246'PROJECTING 2 INCHES OR 5 CM ABOVE THE GROUND LOCATED 50.0 FT (15.2 M)
 PE2246'NW FROM THE RIGHT OF WAY FENCE AND A WHITE POST, 29.0 FT (8.8 M) SE
 PE2246'FROM THE CENTER OF A TRACK ROAD, 11.0 FT (3.4 M) SE FROM A 14-INCH
 PE2246'HEMLOCK TREE, AND 7.0 FT (2.1 M) NE FROM A METAL WITNESS POST.  TO
 PE2246'REACH THE AZIMUTH MARK FROM THE STATION, PACK WEST NORTHWEST, CROSSING
 PE2246'THE SOUTH BOUND LANE OF I-95 FOR ABOUT 115 YARDS TO THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1882 ***********************************************************************
 OC1882  DESIGNATION -  HUBBARDS POINT HOUSE
 OC1882  PID         -  OC1882
 OC1882  STATE/COUNTY-  ME/CUMBERLAND
 OC1882  USGS QUAD   -  PROUTS NECK (1978)
 OC1882
 OC1882                         *CURRENT SURVEY CONTROL
 OC1882  ___________________________________________________________________
 OC1882* NAD 83(1996)-  43 33 20.36304(N)    070 17 40.56991(W)     ADJUSTED  
 OC1882* NAVD 88     -                                                        
 OC1882  ___________________________________________________________________
 OC1882  LAPLACE CORR-           3.19  (seconds)                    DEFLEC99
 OC1882  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 OC1882
 OC1882  HORZ ORDER  -  THIRD
 OC1882
 OC1882.The horizontal coordinates were established by classical geodetic methods
 OC1882.and adjusted by the National Geodetic Survey in March 1998..
 OC1882
 OC1882
 OC1882.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1882
 OC1882.The geoid height was determined by GEOID03.
 OC1882
 OC1882;                    North         East     Units Scale Factor Converg.
 OC1882;SPC ME W     -    80,252.862   889,662.808   MT  0.99996798   -0 05 17.4
 OC1882;UTM  19      - 4,823,336.582   395,434.433   MT  0.99973449   -0 53 31.7
 OC1882
 OC1882                          SUPERSEDED SURVEY CONTROL
 OC1882
 OC1882  NAD 83(1992)-  43 33 20.36144(N)    070 17 40.57110(W) AD(       ) 4
 OC1882  NAD 83(1986)-  43 33 20.36746(N)    070 17 40.57661(W) AD(       ) 4
 OC1882  NAD 27      -  43 33 20.05900(N)    070 17 42.41300(W) AD(       ) 3
 OC1882
 OC1882.Superseded values are not recommended for survey control.
 OC1882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1882.See file dsdata.txt to determine how the superseded data were derived.
 OC1882
 OC1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9543423337(NAD 83)
 OC1882
 OC1882  HISTORY     - Date     Condition        Report By
 OC1882  HISTORY     - UNK      MONUMENTED
 OC1882  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OC1882
 OC1882                          STATION DESCRIPTION
 OC1882
 OC1882'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OC1882'STATION UNCERTAIN.  HOUSE HAS ONLY ONE CHIMNEY AND THAT WAS USED AS
 OC1882'THE STATION.  AIR MAPPING COMPILATION OFFICE CAN CONFIRM IF THIS
 OC1882'IS THE STATION OR NOT.  NOTE--VERIFIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0970 ***********************************************************************
 PD0970  DESIGNATION -  HUES 1883
 PD0970  PID         -  PD0970
 PD0970  STATE/COUNTY-  ME/WASHINGTON
 PD0970  USGS QUAD   -  CUTLER (1993)
 PD0970
 PD0970                         *CURRENT SURVEY CONTROL
 PD0970  ___________________________________________________________________
 PD0970* NAD 83(1996)-  44 39 49.63274(N)    067 10 35.49596(W)     ADJUSTED  
 PD0970* NAVD 88     -        32.     (meters)     105.     (feet)  SCALED    
 PD0970  ___________________________________________________________________
 PD0970  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 PD0970  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 PD0970
 PD0970  HORZ ORDER  -  THIRD
 PD0970
 PD0970.The horizontal coordinates were established by classical geodetic methods
 PD0970.and adjusted by the National Geodetic Survey in March 1998..
 PD0970
 PD0970.The orthometric height was scaled from a topographic map.
 PD0970
 PD0970.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0970
 PD0970.The geoid height was determined by GEOID03.
 PD0970
 PD0970;                    North         East     Units Scale Factor Converg.
 PD0970;SPC ME E     -   111,636.528   404,949.783   MT  1.00003541   +0 55 49.5
 PD0970;UTM  19      - 4,947,219.742   644,555.927   MT  0.99985697   +1 16 55.3
 PD0970
 PD0970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0970!SPC ME E     -   0.99999851  x   1.00003541  =   1.00003392
 PD0970!UTM  19      -   0.99999851  x   0.99985697  =   0.99985548
 PD0970
 PD0970:                Primary Azimuth Mark                     Grid Az
 PD0970:SPC ME E     -  LITTLE RIVER LIGHTHOUSE TOWER            220 04 57.2
 PD0970:UTM  19      -  LITTLE RIVER LIGHTHOUSE TOWER            219 43 51.4
 PD0970
 PD0970|---------------------------------------------------------------------|
 PD0970| PID    Reference Object                     Distance      Geod. Az  |
 PD0970|                                                           dddmmss.s |
 PD0970| PD0960 LITTLE RIVER LIGHTHOUSE TOWER       APPROX. 1.9 KM 2210046.7 |
 PD0970|---------------------------------------------------------------------|
 PD0970
 PD0970                          SUPERSEDED SURVEY CONTROL
 PD0970
 PD0970  NAD 83(1992)-  44 39 49.63010(N)    067 10 35.49289(W) AD(       ) 3
 PD0970  NAD 83(1986)-  44 39 49.62643(N)    067 10 35.49507(W) AD(       ) 3
 PD0970  NAD 27      -  44 39 49.33100(N)    067 10 37.57500(W) AD(       ) 3
 PD0970
 PD0970.Superseded values are not recommended for survey control.
 PD0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0970.See file dsdata.txt to determine how the superseded data were derived.
 PD0970
 PD0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK4455647220(NAD 83)
 PD0970
 PD0970  HISTORY     - Date     Condition        Report By
 PD0970  HISTORY     - 1883     MONUMENTED       CGS
 PD0970  HISTORY     - 1913     SEE DESCRIPTION  CGS
 PD0970  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0970
 PD0970                          STATION DESCRIPTION
 PD0970
 PD0970'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 PD0970'STATION IS ON A ROCKY AND PRECIPITOUS HILL WHICH IS ABOUT 1-1/2
 PD0970'MILES E OF THE VILLAGE OF CUTLER AND ABOUT 1-1/4 MILES NE OF LITTLE
 PD0970'RIVER LIGHTHOUSE, AND ABOUT 200 METERS N OF THE COAST.  THE COVE TO
 PD0970'THE WESTWARD OF IT IS CALLED HUGHES COVE.  THE TOP OF THE HILL IS
 PD0970'PARTLY COVERED WITH SMALL TREES AND BRUSH BUT IS BARE NEAR THE SE
 PD0970'SIDE WHERE THE STATION IS LOCATED.  THE BEST APPROACH TO THE
 PD0970'STATION IS BY A PRIVATE ROAD FROM CUTLER WHICH TERMINATES ABOUT
 PD0970'1/2 MILE N OF THE STATION.  THE STATION IS MARKED BY A DRILL HOLE
 PD0970'SURROUNDED BY A TRIANGLE CUT IN THE ROCK.
 PD0970
 PD0970                          STATION RECOVERY (1946)
 PD0970
 PD0970'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0970'STATION RECOVERED.  THE 1913 DESCRIPTION IS ADEQUATE AND CORRECT
 PD0970'WITH ONE EXCEPTION--THE TOP OF THE HILL IS NOW WELL WOODED, WITH
 PD0970'ONLY A RATHER SMALL BARE LEDGE ON THE SE SIDE OF THE SUMMIT.  THE
 PD0970'STATION LIES UNDER A SMALL SPRUCE TREE IN THE MIDDLE OF THIS
 PD0970'OPENING AT THE HIGHEST POINT OF THE LEDGE.  IT IS MARKED BY A
 PD0970'1/2-INCH DRILL HOLE, 1 INCH DEEP, SURROUNDED BY A 4-INCH TRIANGLE
 PD0970'CUT IN LEDGE.
 PD0970'
 PD0970'THE STATION WAS REACHED FROM THE SHORELINE, LANDING DIRECTLY S OF
 PD0970'THE HILL ON WHICH THE STATION IS LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0464 ***********************************************************************
 QH0464  DESIGNATION -  HUGHEY IBC
 QH0464  PID         -  QH0464
 QH0464  STATE/COUNTY-  ME/FRANKLIN
 QH0464  USGS QUAD   -  BOUNDARY POND (1970)
 QH0464
 QH0464                         *CURRENT SURVEY CONTROL
 QH0464  ___________________________________________________________________
 QH0464* NAD 83(1996)-  45 32 59.65624(N)    070 40 54.23802(W)     ADJUSTED  
 QH0464* NAVD 88     -       694.     (meters)    2277.     (feet)  SCALED    
 QH0464  ___________________________________________________________________
 QH0464  LAPLACE CORR-           5.86  (seconds)                    DEFLEC99
 QH0464  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 QH0464
 QH0464  HORZ ORDER  -  SECOND
 QH0464
 QH0464.The horizontal coordinates were established by classical geodetic methods
 QH0464.and adjusted by the National Geodetic Survey in March 1998..
 QH0464
 QH0464.The orthometric height was scaled from a topographic map.
 QH0464
 QH0464.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0464
 QH0464.The geoid height was determined by GEOID03.
 QH0464
 QH0464;                    North         East     Units Scale Factor Converg.
 QH0464;SPC ME W     -   301,973.491   859,780.358   MT  0.99998655   -0 22 03.7
 QH0464;UTM  19      - 5,045,416.247   368,728.052   MT  0.99981187   -1 12 02.5
 QH0464
 QH0464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0464!SPC ME W     -   0.99989530  x   0.99998655  =   0.99988185
 QH0464!UTM  19      -   0.99989530  x   0.99981187  =   0.99970719
 QH0464
 QH0464|---------------------------------------------------------------------|
 QH0464| PID    Reference Object                     Distance      Geod. Az  |
 QH0464|                                                           dddmmss.s |
 QH0464| QH0463 HUGHEY RIDGE IBC                    163.668 METERS 06726     |
 QH0464| QH0473 BOUNDARY IBC                        APPROX. 1.1 KM 2185239.0 |
 QH0464|---------------------------------------------------------------------|
 QH0464
 QH0464                          SUPERSEDED SURVEY CONTROL
 QH0464
 QH0464  NAD 83(1992)-  45 32 59.65637(N)    070 40 54.23240(W) AD(       ) 2
 QH0464  NAD 83(1992)-  45 32 59.66371(N)    070 40 54.22246(W) AD(       ) 2
 QH0464  NAD 83(1986)-  45 32 59.65981(N)    070 40 54.23133(W) AD(       ) 2
 QH0464  NAD 27      -  45 32 59.49900(N)    070 40 55.96200(W) AD(       ) 2
 QH0464
 QH0464.Superseded values are not recommended for survey control.
 QH0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0464.See file dsdata.txt to determine how the superseded data were derived.
 QH0464
 QH0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL6872845416(NAD 83)
 QH0464_MARKER: DD = SURVEY DISK
 QH0464_SETTING: 66 = SET IN ROCK OUTCROP
 QH0464_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 QH0464_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QH0464+STABILITY: POSITION/ELEVATION WELL
 QH0464
 QH0464  HISTORY     - Date     Condition        Report By
 QH0464  HISTORY     - 1915     MONUMENTED       IBC
 QH0464  HISTORY     - 1941     GOOD             IBC
 QH0464
 QH0464                          STATION DESCRIPTION
 QH0464
 QH0464'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1915 (JH)
 QH0464'IN TOWNSHIP 8, RANGE 2, ON A HIGH ROCK RIDGE, ONE - THIRD MILE EAST
 QH0464'OF BOUNDARY SIDING, QUEBEC, RAILROAD STATION, AND ABOUT 300 FEET
 QH0464'SOUTH OF THE INTERNATIONAL BOUNDARY.  THE STATION IS ON THE WEST
 QH0464'SLOPE OF THE RIDGE, ABOUT 125 FEET SOUTHWEST OF THE TOP AND ABOUT
 QH0464'200 FEET WEST OF A DRAW THE PASSES THROUGH THE RIDGE.
 QH0464'
 QH0464'STATION MARK--A BRONZE DISK CEMENTED IN A DRILL HOLE IN ROCK.
 QH0464
 QH0464                          STATION RECOVERY (1941)
 QH0464
 QH0464'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941 (FHB)
 QH0464'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB2655 ***********************************************************************
 AB2655  SACS        -  This is a Secondary Airport Control Station.
 AB2655  DESIGNATION -  HUL A
 AB2655  PID         -  AB2655
 AB2655  STATE/COUNTY-  ME/AROOSTOOK
 AB2655  USGS QUAD   -  HOULTON NORTH (1984)
 AB2655
 AB2655                         *CURRENT SURVEY CONTROL
 AB2655  ___________________________________________________________________
 AB2655* NAD 83(1996)-  46 07 55.95541(N)    067 47 36.14698(W)     ADJUSTED  
 AB2655* NAVD 88     -       146.54   (meters)     480.8    (feet)  GPS OBS   
 AB2655  ___________________________________________________________________
 AB2655  X           -   1,673,486.071 (meters)                     COMP
 AB2655  Y           -  -4,099,397.249 (meters)                     COMP
 AB2655  Z           -   4,575,532.456 (meters)                     COMP
 AB2655  LAPLACE CORR-           3.74  (seconds)                    DEFLEC99
 AB2655  ELLIP HEIGHT-         123.16  (meters)          (01/07/02) GPS OBS
 AB2655  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 AB2655
 AB2655  HORZ ORDER  -  FIRST
 AB2655  ELLP ORDER  -  FIFTH     CLASS I
 AB2655
 AB2655.This mark is at Houlton Airport (HUL)
 AB2655
 AB2655.The horizontal coordinates were established by GPS observations
 AB2655.and adjusted by the National Geodetic Survey in July 1997..
 AB2655
 AB2655.The orthometric height was determined by GPS observations and a
 AB2655.high-resolution geoid model.
 AB2655
 AB2655.GPS derived orthometric heights for airport stations designated as
 AB2655.PACS or SACS are published to 2 decimal places.  This maintains
 AB2655.centimeter relative accuracy between the PACS and SACS.  It does
 AB2655.not indicate centimeter accuracy relative to other marks which are
 AB2655.part of the NAVD 88 network.
 AB2655
 AB2655.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2655
 AB2655.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2655
 AB2655.The ellipsoidal height was determined by GPS observations
 AB2655.and is referenced to NAD 83.
 AB2655
 AB2655.The geoid height was determined by GEOID03.
 AB2655
 AB2655;                    North         East     Units Scale Factor Converg.
 AB2655;SPC ME E     -   274,210.701   354,601.538   MT  0.99993664   +0 30 34.0
 AB2655;UTM  19      - 5,109,444.715   593,208.788   MT  0.99970680   +0 52 11.9
 AB2655
 AB2655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2655!SPC ME E     -   0.99998069  x   0.99993664  =   0.99991733
 AB2655!UTM  19      -   0.99998069  x   0.99970680  =   0.99968750
 AB2655
 AB2655                          SUPERSEDED SURVEY CONTROL
 AB2655
 AB2655  ELLIP H (07/24/97)  123.11   (m)                       GP(       ) 1 1
 AB2655  NAD 83(1992)-  46 07 55.95511(N)    067 47 36.14693(W) AD(1995.00) 1
 AB2655  ELLIP H (04/19/96)  123.13   (m)                       GP(1995.00) 3 1
 AB2655
 AB2655.Superseded values are not recommended for survey control.
 AB2655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2655.See file dsdata.txt to determine how the superseded data were derived.
 AB2655
 AB2655_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM9320909445(NAD 83)
 AB2655_MARKER: DD = SURVEY DISK
 AB2655_SETTING: 66 = SET IN ROCK OUTCROP
 AB2655_STAMPING: HUL A 1995
 AB2655_MARK LOGO: NGS   
 AB2655_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2655_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB2655+STABILITY: POSITION/ELEVATION WELL
 AB2655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2655+SATELLITE: SATELLITE OBSERVATIONS - July 06, 1996
 AB2655
 AB2655  HISTORY     - Date     Condition        Report By
 AB2655  HISTORY     - 1995     MONUMENTED       CHANCE
 AB2655  HISTORY     - 19960706 GOOD             NGS
 AB2655
 AB2655                          STATION DESCRIPTION
 AB2655
 AB2655'DESCRIBED BY JE CHANCE AND ASSOCIATES 1995 (CL)
 AB2655'THE STATION IS LOCATED ABOUT 4.0 KM (2.50 MI) EAST OF HOULTON, AT THE
 AB2655'HOULTON INTERNATIONAL AIRPORT, OWNERSHIP--CITY OF HOULTON, TERRY
 AB2655'LARSON - AIRPORT MANAGER, PHONE 207-532-9489  TO REACH THE STATION
 AB2655'FROM EXIT 63 ON INTERSTATE 95 JUST BEFORE THE U.S.  - CANADA BORDER,
 AB2655'GO SOUTHEAST FOR 0.2 KM (0.10 MI) TO THE JUNCTION WITH U.S.  HWY 2 ON
 AB2655'THE RIGHT.  CONTINUE SOUTH FOR 0.3 KM (0.20 MI) TO A PAVED ROAD RIGHT.
 AB2655'TURN RIGHT AND PROCEED SOUTHWEST FOR 0.5 KM (0.30 MI) TO THE TERMINAL
 AB2655'BUILDING.  FROM THE TERMINAL BUILDING, FOLLOW TAXIWAY NORTHEAST AND
 AB2655'THEN NORTHWEST FOR 1.0 KM (0.60 MI) AROUND THE NORTH END OF RUNWAY
 AB2655'5-23 AND TO THE NORTH END OF RUNWAY 1-19 AND THE STATION ON THE RIGHT
 AB2655'NEAR THE FENCELINE  THE STATION IS A STANDARD NGS DISK SET FLUSH IN
 AB2655'BEDROCK.  THE STATION IS LOCATED 9.65 M (31.66 FT) SOUTHWEST OF THE
 AB2655'FENCELINE, 120.60 M (395.67 FT) NORTH-NORTHEAST OF THE CENTERLINE END
 AB2655'OF RUNWAY 1-19, AND 143.40 M (470.47 FT) NORTH FROM THE NORTH END OF
 AB2655'THE HOLD LINE ON TAXIWAY A  THIS STATION IS DESIGNATED AS A SECONDARY
 AB2655'AIRPORT CONTROL STATION (SACS) - MAINE ANA SURVEYS 1995
 AB2655
 AB2655                          STATION RECOVERY (1996)
 AB2655
 AB2655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (KRN)
 AB2655'THE STATION IS LOCATED ABOUT 4.0 KM (2.50 MI) EAST OF HOULTON, AT THE
 AB2655'HOULTON INTERNATIONAL AIRPORT, OWNERSHIP--CITY OF HOULTON, TERRY
 AB2655'LARSON - AIRPORT MANAGER, PHONE 207-532-9489 TO REACH THE STATION FROM
 AB2655'EXIT 63 ON INTERSTATE 95 JUST BEFORE THE U.S.  - CANADA BORDER, GO
 AB2655'SOUTHEAST FOR 0.2 KM (0.10 MI) TO THE JUNCTION WITH U.S.  HWY 2 ON THE
 AB2655'RIGHT.  CONTINUE SOUTH FOR 0.3 KM (0.20 MI) TO A PAVED ROAD RIGHT.
 AB2655'TURN RIGHT AND PROCEED SOUTHWEST FOR 0.5 KM (0.30 MI) TO THE TERMINAL
 AB2655'BUILDING.  FROM THE TERMINAL BUILDING, FOLLOW TAXIWAY NORTHEAST AND
 AB2655'THEN NORTHWEST FOR 1.0 KM (0.60 MI) AROUND THE NORTH END OF RUNWAY
 AB2655'5-23 AND TO THE NORTH END OF RUNWAY 1-19 AND THE STATION ON THE RIGHT
 AB2655'NEAR THE FENCELINE THE STATION IS A STANDARD NGS DISK SET FLUSH IN
 AB2655'BEDROCK.  THE STATION IS LOCATED 9.65 M (31.66 FT) SOUTHWEST OF THE
 AB2655'FENCELINE, 120.60 M (395.67 FT) NORTH-NORTHEAST OF THE CENTERLINE END
 AB2655'OF RUNWAY 1-19, AND 143.40 M (470.47 FT) NORTH FROM THE NORTH END OF
 AB2655'THE HOLD LINE ON TAXIWAY A THIS STATION IS DESIGNATED AS A SECONDARY
 AB2655'AIRPORT CONTROL STATION (SACS) - MAINE ANA SURVEYS 1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0008 ***********************************************************************
 RE0008  DESIGNATION -  HUL ARP
 RE0008  PID         -  RE0008
 RE0008  STATE/COUNTY-  ME/AROOSTOOK
 RE0008  USGS QUAD   -  HOULTON SOUTH (1984)
 RE0008
 RE0008                         *CURRENT SURVEY CONTROL
 RE0008  ___________________________________________________________________
 RE0008* NAD 83(1996)-  46 07 27.09500(N)    067 47 30.13713(W)     ADJUSTED  
 RE0008* NAVD 88     -       145.164  (meters)     476.26   (feet)  ADJUSTED  
 RE0008  ___________________________________________________________________
 RE0008  X           -   1,673,847.930 (meters)                     COMP
 RE0008  Y           -  -4,099,942.266 (meters)                     COMP
 RE0008  Z           -   4,574,913.792 (meters)                     COMP
 RE0008  LAPLACE CORR-           3.83  (seconds)                    DEFLEC99
 RE0008  ELLIP HEIGHT-         121.66  (meters)          (02/12/02) GPS OBS
 RE0008  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 RE0008  DYNAMIC HT  -         145.172 (meters)     476.29  (feet)  COMP
 RE0008  MODELED GRAV-     980,666.5   (mgal)                       NAVD 88
 RE0008
 RE0008  HORZ ORDER  -  THIRD
 RE0008  VERT ORDER  -  SECOND    CLASS 0
 RE0008  ELLP ORDER  -  FOURTH    CLASS II
 RE0008
 RE0008.This mark is at Houlton Airport (HUL)
 RE0008
 RE0008.The horizontal coordinates were established by GPS observations
 RE0008.and adjusted by the National Geodetic Survey in September 1997..
 RE0008
 RE0008.The orthometric height was determined by differential leveling
 RE0008.and adjusted by the National Geodetic Survey in June 1991..
 RE0008.WARNING-GPS observations at this control monument resulted in a GPS
 RE0008.derived orthometric height which differed from the leveled height by
 RE0008.more than one decimeter (0.1 meter).
 RE0008
 RE0008.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RE0008
 RE0008.The Laplace correction was computed from DEFLEC99 derived deflections.
 RE0008
 RE0008.The ellipsoidal height was determined by GPS observations
 RE0008.and is referenced to NAD 83.
 RE0008
 RE0008.The geoid height was determined by GEOID03.
 RE0008
 RE0008.The dynamic height is computed by dividing the NAVD 88
 RE0008.geopotential number by the normal gravity value computed on the
 RE0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0008.degrees latitude (g = 980.6199 gals.).
 RE0008
 RE0008.The modeled gravity was interpolated from observed gravity values.
 RE0008
 RE0008;                    North         East     Units Scale Factor Converg.
 RE0008;SPC ME E     -   273,320.845   354,738.475   MT  0.99993682   +0 30 38.1
 RE0008;UTM  19      - 5,108,555.943   593,351.288   MT  0.99970713   +0 52 15.8
 RE0008
 RE0008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RE0008!SPC ME E     -   0.99998093  x   0.99993682  =   0.99991775
 RE0008!UTM  19      -   0.99998093  x   0.99970713  =   0.99968806
 RE0008
 RE0008|---------------------------------------------------------------------|
 RE0008| PID    Reference Object                     Distance      Geod. Az  |
 RE0008|                                                           dddmmss.s |
 RE0008| RE0749 HOUPORT                             290.401 METERS 00953     |
 RE0008| DA4729 ARP RM 1                             13.988 METERS 12058     |
 RE0008| RE0707 AIRPORT BCN HOULTON INTL APT        APPROX. 1.5 KM 1475620.6 |
 RE0008| RE0706 HOULTON BORDER PATROL RAD MAST      APPROX. 1.5 KM 1501413.0 |
 RE0008| RE0009 ARP RM 2                             11.628 METERS 21339     |
 RE0008| RE0703 HOULTON TV INC MAST                 APPROX. 2.6 KM 2572228.6 |
 RE0008|---------------------------------------------------------------------|
 RE0008
 RE0008                          SUPERSEDED SURVEY CONTROL
 RE0008
 RE0008  ELLIP H (09/29/97)  121.63   (m)                       GP(       ) 4 2
 RE0008  NAD 83(1992)-  46 07 27.09249(N)    067 47 30.13786(W) AD(       ) 3
 RE0008  NAD 83(1986)-  46 07 27.09787(N)    067 47 30.16431(W) AD(       ) 3
 RE0008  NAD 27      -  46 07 26.90580(N)    067 47 32.11090(W) AD(       ) 3
 RE0008  NGVD 29 (??/??/92)  145.352  (m)          476.88   (f) ADJ UNCH    2 0
 RE0008
 RE0008.Superseded values are not recommended for survey control.
 RE0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0008.See file dsdata.txt to determine how the superseded data were derived.
 RE0008
 RE0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM9335108556(NAD 83)
 RE0008_MARKER: DS = TRIANGULATION STATION DISK
 RE0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RE0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RE0008_STAMPING: ARP 1958
 RE0008_MARK LOGO: CGS   
 RE0008_MAGNETIC: N = NO MAGNETIC MATERIAL
 RE0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RE0008+STABILITY: SURFACE MOTION
 RE0008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RE0008+SATELLITE: SATELLITE OBSERVATIONS - July 06, 1996
 RE0008
 RE0008  HISTORY     - Date     Condition        Report By
 RE0008  HISTORY     - 1958     MONUMENTED       CGS
 RE0008  HISTORY     - 1959     GOOD             NGS
 RE0008  HISTORY     - 1972     SEE DESCRIPTION  MEDT
 RE0008  HISTORY     - 19951014 GOOD             CHANCE
 RE0008  HISTORY     - 19960706 GOOD             NGS
 RE0008
 RE0008                          STATION DESCRIPTION
 RE0008
 RE0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (HRL)
 RE0008'STATION IS LOCATED AT THE HOULTON INTERNATIONAL AIRPORT IN A
 RE0008'TRIANGULAR SHAPED GRASS AREA NEAR THE INTERSECTION OF THE TWO
 RE0008'RUNWAYS.  STATION, A STANDARD DISK SET IN AN 8X8 INCH SQUARE
 RE0008'CONCRETE MONUMENT AND STAMPED ARP 1958 IS 62 FEET NORTHWEST OF
 RE0008'THE EDGE OF RUNWAY, 60-1/2 FEET NORTHWEST OF RUNWAY LIGHT NO. 55,
 RE0008'408 FEET NORTH OF THE APPROXIMATE CENTER OF INTERSECTION OF
 RE0008'RUNWAYS, 156 FEET NORTH OF CENTER OF MANHOLE COVER AND 149 FEET
 RE0008'SOUTH OF THE SOUTH EDGE OF EAST-WEST TAXI WAY.  THE MARK IS SET
 RE0008'FLUSH WITH THE GROUND.
 RE0008'
 RE0008'AP 1958 STA. A, A STANDARD TOPOGRAPHIC DISK SET IN CONCRETE IN
 RE0008'THE TOP OF AN 8 INCH TERRA-COTTA PIPE AND STAMPED AP 1958 STA A
 RE0008'IS SET AT THE EAST CORNER OF THE NORTHEAST END OF THE
 RE0008'NORTHEAST-SOUTHWEST RUNWAY (RUNWAY END NO. 23), 20 FEET
 RE0008'SOUTHWEST OF LIGHT POLE NO. 73, 2 FEET SOUTHWEST OF OLD LIGHT
 RE0008'BASE AND 75 FEET SOUTHEAST OF APPROXIMATE CENTERLINE OF RUNWAY.
 RE0008'THE MARK IS SET FLUSH WITH THE GROUND.
 RE0008'
 RE0008'AP 1958 STA. B, A STANDARD TOPOGRAPHIC DISK SET IN A DRILLHOLE
 RE0008'AT THE CENTER OF THE WEST SIDE OF AN OLD CONCRETE LIGHT BASE
 RE0008'AND STAMPED AP 1958 STA. B IS SET AT THE EAST CORNER OF THE
 RE0008'SOUTHWEST END OF RUNWAY, 26 FEET SOUTHWEST OF IRON MAN-HOLE COVER,
 RE0008'21 FEET NORTHWEST OF A 2X2 FOOT CONCRETE SLAB, 72-1/2 FEET
 RE0008'NORTH-NORTHEAST OF THE SOUTHWEST END OF NORTHEAST-SOUTHWEST
 RE0008'RUNWAY AND 76-1/2 FEET SOUTHEAST OF THE APPROXIMATE CENTERLINE
 RE0008'OF RUNWAY.  THE MARK IS SET FLUSH WITH THE GROUND.
 RE0008'
 RE0008'BENCH MARK A 125 1958, A STANDARD DISK SET IN A DRILLHOLE IN
 RE0008'LEDGE ROCK AND STAMPED A 125 1958 IS 110 FEET SOUTHWEST OF
 RE0008'APPROXIMATE CENTERLINE OF SURFACED ROAD, 50 FEET SOUTHWEST OF
 RE0008'CULVERT, 188 FEET WEST OF THE NORTHWEST CORNER OF FIRE STATION,
 RE0008'427 FEET SOUTH OF THE SOUTHEAST CORNER OF FAA COMMUNICATION AND
 RE0008'TERMNAL BUILDING AND 44 FEET WEST OF THE APPROXIMATE CENTERLINE
 RE0008'OF A NORTH-SOUTH ROAD.  THE MARK IS SET FLUSH WITH THE ROCK.
 RE0008'
 RE0008'DISTANCE BETWEEN RM NO. 1 AND R.M. NO. 2 IS 61.05 FEET (18.608
 RE0008'METERS)
 RE0008'
 RE0008'REFERENCE MARK NO. 1 IS 16 FEET NW OF W EDGE OF RUNWAY AND 23
 RE0008'FEET W OF LIGHT NO. 55.  THE MARK IS A STANDARD DISK SET IN A
 RE0008'12X12 INCH CONCRETE MONUMENT FLUSH WITH THE GROUND AND STAMPED
 RE0008'ARP NO 1 1958.
 RE0008'
 RE0008'REFERENCE MARK NO. 2 IS 63 FEET NW OF N EDGE OF RUNWAY, 83 FEET
 RE0008'W OF LIGHT NO. 55 AND 113 FEET N OF LIGHT NO. 54.  THE MARK IS A
 RE0008'STANDARD DISK SET IN A 12X12 INCH CONCRETE MONUMENT FLUSH WITH
 RE0008'THE GROUND AND STAMPED ARP NO 2 1958.
 RE0008'
 RE0008'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 RE0008
 RE0008                          STATION RECOVERY (1959)
 RE0008
 RE0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 RE0008'AT HOULTON AIRPORT.
 RE0008'AT THE HOULTON INTERNATIONAL AIRPORT, ABOUT 0.3 MILE SOUTHWEST
 RE0008'OF THE ADMINISTRATION BUILDING, NEAR THE INTERSECTION OF RUNWAYS,
 RE0008'408 FEET NORTH OF THE APPROXIMATE CENTER OF THE INTERSECTION
 RE0008'OF RUNWAYS, 61 FEET NORTHWEST OF RUNWAY LIGHT NO. 55, 156 FEET
 RE0008'NORTH OF THE CENTER OF A MANHOLE CAST IRON COVER, 149 FEET
 RE0008'SOUTH OF THE SOUTH EDGE OF AN EAST-WEST TAXI STRIP, 62 FEET
 RE0008'NORTHWEST OF THE NORTHWEST EDGE OF A RUNWAY, SET IN THE TOP OF A
 RE0008'CONCRETE POST FLUSH WITH THE GROUND.
 RE0008
 RE0008                          STATION RECOVERY (1972)
 RE0008
 RE0008'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1972 (BJR)
 RE0008'ARP 1958 GOOD
 RE0008
 RE0008                          STATION RECOVERY (1995)
 RE0008
 RE0008'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KB)
 RE0008'RECOVERED AS DESCRIBED.
 RE0008
 RE0008                          STATION RECOVERY (1996)
 RE0008
 RE0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (KRN)
 RE0008'STATION IS LOCATED AT THE HOULTON INTERNATIONAL AIRPORT IN A
 RE0008'TRIANGULAR SHAPED GRASS AREA NEAR THE INTERSECTION OF THE TWO RUNWAYS.
 RE0008'STATION, A STANDARD DISK SET IN AN 8X8 INCH SQUARE CONCRETE MONUMENT
 RE0008'AND STAMPED ARP 1958 IS 62 FEET (18.9 M) NORTHWEST OF THE EDGE OF
 RE0008'RUNWAY, 60-1/2 FEET NORTHWEST OF RUNWAY LIGHT NO.  55, 408 FEET (124.4
 RE0008'M) NORTH OF THE APPROXIMATE CENTER OF INTERSECTION OF RUNWAYS, 156
 RE0008'FEET (47.5 M) NORTH OF CENTER OF MANHOLE COVER AND 149 FEET (45.4 M)
 RE0008'SOUTH OF THE SOUTH EDGE OF EAST-WEST TAXI WAY.  THE MARK IS SET FLUSH
 RE0008'WITH THE GROUND.  AP 1958 STA A, A STANDARD TOPOGRAPHIC DISK SET IN
 RE0008'CONCRETE IN THE TOP OF AN 8 INCH TERRA-COTTA PIPE AND STAMPED AP 1958
 RE0008'STA A IS SET AT THE EAST CORNER OF THE NORTHEAST END OF THE
 RE0008'NORTHEAST-SOUTHWEST RUNWAY (RUNWAY END NO 23), 20 FEET (6.1 M)
 RE0008'SOUTHWEST OF LIGHT POLE NO. 73, 2 FEET (0.6 M) SOUTHWEST OF OLD LIGHT
 RE0008'BASE AND 75 FEET (22.9 M) SOUTHEAST OF APPROXIMATE CENTERLINE OF
 RE0008'RUNWAY.  THE MARK IS SET FLUSH WITH THE GROUND.  AP 1958 STA B, A
 RE0008'STANDARD TOPOGRAPHIC DISK SET IN A DRILLHOLE AT THE CENTER OF THE WEST
 RE0008'SIDE OF AN OLD CONCRETE LIGHT BASE AND STAMPED AP 1958 STA B IS SET
 RE0008'AT THE EAST CORNER OF THE SOUTHWEST END OF RUNWAY, 26 FEET (7.9 M)
 RE0008'SOUTHWEST OF IRON MAN-HOLE COVER, 21 FEET (6.4 M) NORTHWEST OF A 2X2
 RE0008'FOOT CONCRETE SLAB, 72-1/2 FEET NORTH-NORTHEAST OF THE SOUTHWEST END
 RE0008'OF NORTHEAST-SOUTHWEST RUNWAY AND 76-1/2 FEET SOUTHEAST OF THE
 RE0008'APPROXIMATE CENTERLINE OF RUNWAY.  THE MARK IS SET FLUSH WITH THE
 RE0008'GROUND.  BENCH MARK A 125 1958, A STANDARD DISK SET IN A DRILLHOLE IN
 RE0008'LEDGE ROCK AND STAMPED A 125 1958 IS 110 FEET (33.5 M) SOUTHWEST OF
 RE0008'APPROXIMATE CENTERLINE OF SURFACED ROAD, 50 FEET (15.2 M) SOUTHWEST OF
 RE0008'CULVERT, 188 FEET (57.3 M) WEST OF THE NORTHWEST CORNER OF FIRE
 RE0008'STATION, 427 FEET (130.1 M) SOUTH OF THE SOUTHEAST CORNER OF FAA
 RE0008'COMMUNICATION AND TERMNAL BUILDING AND 44 FEET (13.4 M) WEST OF THE
 RE0008'APPROXIMATE CENTERLINE OF A NORTH-SOUTH ROAD.  THE MARK IS SET FLUSH
 RE0008'WITH THE ROCK.  DISTANCE BETWEEN RM NO.  1 AND R.M.  NO.  2 IS 61.05
 RE0008'FEET (18.61 M) REFERENCE MARK NO.  1 IS 16 FEET (4.9 M) NW OF W EDGE
 RE0008'OF RUNWAY AND 23 FEET (7.0 M) W OF LIGHT NO.  55.  THE MARK IS A
 RE0008'STANDARD DISK SET IN A 12X12 INCH CONCRETE MONUMENT FLUSH WITH THE
 RE0008'GROUND AND STAMPED ARP NO 1 1958.  REFERENCE MARK NO.  2 IS 63 FEET
 RE0008'(19.2 M) NW OF N EDGE OF RUNWAY, 83 FEET (25.3 M) W OF LIGHT NO.  55
 RE0008'AND 113 FEET (34.4 M) N OF LIGHT NO.  54.  THE MARK IS A STANDARD DISK
 RE0008'SET IN A 12X12 INCH CONCRETE MONUMENT FLUSH WITH THE GROUND AND
 RE0008'STAMPED ARP NO 2 1958.  HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1804 ***********************************************************************
 PE1804  DESIGNATION -  HULL 1944
 PE1804  PID         -  PE1804
 PE1804  STATE/COUNTY-  ME/HANCOCK
 PE1804  USGS QUAD   -  BAR HARBOR (1982)
 PE1804
 PE1804                         *CURRENT SURVEY CONTROL
 PE1804  ___________________________________________________________________
 PE1804* NAD 83(1996)-  44 24 35.08038(N)    068 14 25.62208(W)     ADJUSTED  
 PE1804* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 PE1804  ___________________________________________________________________
 PE1804  LAPLACE CORR-           3.90  (seconds)                    DEFLEC99
 PE1804  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 PE1804
 PE1804  HORZ ORDER  -  THIRD
 PE1804
 PE1804.The horizontal coordinates were established by classical geodetic methods
 PE1804.and adjusted by the National Geodetic Survey in March 1998..
 PE1804
 PE1804.The orthometric height was scaled from a topographic map.
 PE1804
 PE1804.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1804
 PE1804.The geoid height was determined by GEOID03.
 PE1804
 PE1804;                    North         East     Units Scale Factor Converg.
 PE1804;SPC ME E     -    82,590.113   320,671.605   MT  0.99990525   +0 10 53.9
 PE1804;UTM  19      - 4,917,664.422   560,475.587   MT  0.99964498   +0 31 53.5
 PE1804
 PE1804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1804!SPC ME E     -   1.00000364  x   0.99990525  =   0.99990889
 PE1804!UTM  19      -   1.00000364  x   0.99964498  =   0.99964862
 PE1804
 PE1804:                Primary Azimuth Mark                     Grid Az
 PE1804:SPC ME E     -  CRAB                                     007 31 34.8
 PE1804:UTM  19      -  CRAB                                     007 10 35.2
 PE1804
 PE1804|---------------------------------------------------------------------|
 PE1804| PID    Reference Object                     Distance      Geod. Az  |
 PE1804|                                                           dddmmss.s |
 PE1804| PE1817 CRAB                                APPROX. 6.1 KM 0074228.7 |
 PE1804| PE1757 SOUTH GOULDSBORO CHURCH SPIRE       APPROX.10.7 KM 0772915.6 |
 PE1804| PE1812 BAR HARBOR EAST RADIO TOWER         APPROX. 3.7 KM 1244613.5 |
 PE1804| PE1814 BAR HARBOR WEST RADIO TOWER         APPROX. 3.7 KM 1255020.7 |
 PE1804|---------------------------------------------------------------------|
 PE1804
 PE1804                          SUPERSEDED SURVEY CONTROL
 PE1804
 PE1804  NAD 83(1992)-  44 24 35.07752(N)    068 14 25.62293(W) AD(       ) 3
 PE1804  NAD 83(1986)-  44 24 35.07662(N)    068 14 25.62711(W) AD(       ) 3
 PE1804  NAD 27      -  44 24 34.80200(N)    068 14 27.56800(W) AD(       ) 3
 PE1804
 PE1804.Superseded values are not recommended for survey control.
 PE1804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1804.See file dsdata.txt to determine how the superseded data were derived.
 PE1804
 PE1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK6047617664(NAD 83)
 PE1804
 PE1804  HISTORY     - Date     Condition        Report By
 PE1804  HISTORY     - 1944     MONUMENTED       CGS
 PE1804  HISTORY     - 1988     GOOD             USPSQD
 PE1804
 PE1804                          STATION DESCRIPTION
 PE1804
 PE1804'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1804'STATION IS ON THE SOUTH SIDE OF FRENCHMAN BAY, ABOUT 1000 METERS
 PE1804'SOUTHEAST OF THE HEAD OF HULLS COVE, 150 METERS NORTHWEST OF
 PE1804'NORTHWEST END OF ROCKY BLUFF UNDER ROAD, ON THE MOST NORTHERLY
 PE1804'PART OF A ROCK POINT BETWEEN TWO GRAVEL BEACHES, 2 METERS FROM
 PE1804'HIGH-WATER LINE, 14.6 METERS FROM THE WESTERLY END OF A 5 FT HIGH
 PE1804'PLASTER WALL, AND 6.5 METERS OUTSIDE GRASS LINE.  STANDARD
 PE1804'TOPOGRAPHIC DISC, STAMPED HULL, 1944.
 PE1804'
 PE1804'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK 6 FEET.
 PE1804
 PE1804                          STATION RECOVERY (1988)
 PE1804
 PE1804'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE1804'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1693 ***********************************************************************
 PE1693  DESIGNATION -  HUMPBACK
 PE1693  PID         -  PE1693
 PE1693  STATE/COUNTY-  ME/HANCOCK
 PE1693  USGS QUAD   -  LEAD MOUNTAIN (1987)
 PE1693
 PE1693                         *CURRENT SURVEY CONTROL
 PE1693  ___________________________________________________________________
 PE1693* NAD 83(1996)-  44 51 52.04677(N)    068 06 36.53375(W)     ADJUSTED  
 PE1693* NAVD 88     -       450.     (meters)    1476.     (feet)  SCALED    
 PE1693  ___________________________________________________________________
 PE1693  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 PE1693  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 PE1693
 PE1693  HORZ ORDER  -  THIRD
 PE1693
 PE1693.The horizontal coordinates were established by classical geodetic methods
 PE1693.and adjusted by the National Geodetic Survey in March 1998..
 PE1693
 PE1693.The orthometric height was scaled from a topographic map.
 PE1693
 PE1693.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1693
 PE1693.The geoid height was determined by GEOID03.
 PE1693
 PE1693;                    North         East     Units Scale Factor Converg.
 PE1693;SPC ME E     -   133,156.060   330,807.882   MT  0.99991167   +0 16 30.1
 PE1693;UTM  19      - 4,968,278.631   570,299.105   MT  0.99966077   +0 37 39.9
 PE1693
 PE1693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1693!SPC ME E     -   0.99993326  x   0.99991167  =   0.99984494
 PE1693!UTM  19      -   0.99993326  x   0.99966077  =   0.99959405
 PE1693
 PE1693:                Primary Azimuth Mark                     Grid Az
 PE1693:SPC ME E     -  PEAKED MOUNT 1856                        261 48 22.3
 PE1693:UTM  19      -  PEAKED MOUNT 1856                        261 27 12.5
 PE1693
 PE1693|---------------------------------------------------------------------|
 PE1693| PID    Reference Object                     Distance      Geod. Az  |
 PE1693|                                                           dddmmss.s |
 PE1693| PE1750 PEAKED MOUNT 1856                   APPROX.28.2 KM 2620452.4 |
 PE1693|---------------------------------------------------------------------|
 PE1693
 PE1693                          SUPERSEDED SURVEY CONTROL
 PE1693
 PE1693  NAD 83(1992)-  44 51 52.04575(N)    068 06 36.53126(W) AD(       ) 3
 PE1693  NAD 83(1986)-  44 51 52.04552(N)    068 06 36.53408(W) AD(       ) 3
 PE1693  NAD 27      -  44 51 51.78355(N)    068 06 38.47479(W) AD(       ) 3
 PE1693
 PE1693.Superseded values are not recommended for survey control.
 PE1693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1693.See file dsdata.txt to determine how the superseded data were derived.
 PE1693
 PE1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK7029968279(NAD 83)
 PE1693_MARKER: DD = SURVEY DISK
 PE1693_SETTING: 66 = SET IN ROCK OUTCROP
 PE1693_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE1693
 PE1693  HISTORY     - Date     Condition        Report By
 PE1693  HISTORY     - 1928     MONUMENTED       USGS
 PE1693
 PE1693                          STATION DESCRIPTION
 PE1693
 PE1693'DESCRIBED BY US GEOLOGICAL SURVEY 1928 (BHY)
 PE1693'LOCATED ON HIGHEST POINT OF HUMPBACK MOUNTAIN, ALSO KNOWN AS LEAD
 PE1693'MOUNTAIN, WHICH IS IN SE. COR. OF T. 28, ABOUT 2.0 MI NW. OF
 PE1693'BEDDINGTON POST OFFICE, STEEL FIRE LOOKOUT TOWER STANDS ON HIGHEST
 PE1693'POINT OF MOUNTAIN, STATION MARK IS LOCATED UNDER CENTER OF TOWER.
 PE1693'A GOOD TRAIL LEADS FROM THE MAIN HWY. TO FIRE TOWER.  TWO CABINS ARE
 PE1693'LOCATED ALONG THIS TRAIL, NEAR TOP OF MOUNTAIN, FOR USE OF FIRE
 PE1693'WARDEN.  192.4 FT, N 18 DEG 32 MIN W.
 PE1693'
 PE1693'STATION MARK-  STANDARD DISK IN SOLID ROCK UNDER CENTER OF FIRE
 PE1693'TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1692 ***********************************************************************
 PE1692  DESIGNATION -  HUMPBACK RESET
 PE1692  PID         -  PE1692
 PE1692  STATE/COUNTY-  ME/HANCOCK
 PE1692  USGS QUAD   -  LEAD MOUNTAIN (1987)
 PE1692
 PE1692                         *CURRENT SURVEY CONTROL
 PE1692  ___________________________________________________________________
 PE1692* NAD 83(1996)-  44 51 50.24323(N)    068 06 35.68469(W)     ADJUSTED  
 PE1692* NAVD 88     -       450.8    (meters)    1479.     (feet)  VERTCON   
 PE1692  ___________________________________________________________________
 PE1692  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 PE1692  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 PE1692
 PE1692  HORZ ORDER  -  FIRST
 PE1692
 PE1692.The horizontal coordinates were established by classical geodetic methods
 PE1692.and adjusted by the National Geodetic Survey in March 1998..
 PE1692
 PE1692.The NAVD 88 height was computed by applying the VERTCON shift value to
 PE1692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PE1692
 PE1692.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1692
 PE1692.The geoid height was determined by GEOID03.
 PE1692
 PE1692;                    North         East     Units Scale Factor Converg.
 PE1692;SPC ME E     -   133,100.481   330,826.788   MT  0.99991168   +0 16 30.6
 PE1692;UTM  19      - 4,968,223.184   570,318.347   MT  0.99966080   +0 37 40.5
 PE1692
 PE1692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1692!SPC ME E     -   0.99993311  x   0.99991168  =   0.99984479
 PE1692!UTM  19      -   0.99993311  x   0.99966080  =   0.99959393
 PE1692
 PE1692:                Primary Azimuth Mark                     Grid Az
 PE1692:SPC ME E     -  HUMPBACK AZ MK                           114 03 41.0
 PE1692:UTM  19      -  HUMPBACK AZ MK                           113 42 31.1
 PE1692
 PE1692|---------------------------------------------------------------------|
 PE1692| PID    Reference Object                     Distance      Geod. Az  |
 PE1692|                                                           dddmmss.s |
 PE1692| CE8027 HUMPBACK AZ MK                                     1142011.6 |
 PE1692| CE8029 HUMPBACK RM 2                         5.315 METERS 23954     |
 PE1692| PE2242 MT HARRIS RESET                     APPROX.85.1 KM 2551901.5 |
 PE1692| PE1693 HUMPBACK                             58.711 METERS 34129     |
 PE1692|---------------------------------------------------------------------|
 PE1692
 PE1692                          SUPERSEDED SURVEY CONTROL
 PE1692
 PE1692  NAD 83(1992)-  44 51 50.24221(N)    068 06 35.68219(W) AD(       ) 1
 PE1692  NAD 83(1986)-  44 51 50.24196(N)    068 06 35.68501(W) AD(       ) 1
 PE1692  NAD 27      -  44 51 49.97100(N)    068 06 37.64400(W) AD(       ) 1
 PE1692  NGVD 29 (07/19/86)  451.0    (m)         1480.     (f) VERT ANG       
 PE1692
 PE1692.Superseded values are not recommended for survey control.
 PE1692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1692.See file dsdata.txt to determine how the superseded data were derived.
 PE1692
 PE1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK7031868223(NAD 83)
 PE1692_MARKER: B = BOLT
 PE1692_SETTING: 66 = SET IN ROCK OUTCROP
 PE1692
 PE1692  HISTORY     - Date     Condition        Report By
 PE1692  HISTORY     - 1858     MONUMENTED       SURCOA
 PE1692  HISTORY     - 1913     SEE DESCRIPTION  CGS
 PE1692  HISTORY     - 1929     GOOD             MEGS
 PE1692  HISTORY     - 1931     GOOD             MEGS
 PE1692  HISTORY     - 1932     SEE DESCRIPTION  MEGS
 PE1692  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE1692  HISTORY     - 1958     GOOD             CGS
 PE1692
 PE1692                          STATION DESCRIPTION
 PE1692
 PE1692'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 PE1692'ON HUMPBACK MOUNTAIN, THE SUMMIT OF WHICH IS NEAR THE SE CORNER
 PE1692'OF BREWSTER TOWNSHIP AND ABOUT 20 MILES N OF CHERRYFIELD.  THE
 PE1692'OLD BANGORCALAIS STAGE ROAD IS ABOUT 3 MILES S AND BRANCHING
 PE1692'OFF FROM IT ABOUT 200 METERS W OF THE BRIDGE ACROSS THE
 PE1692'NARRAGAUGUS RIVER IS THE ROAD MADE BY THE COAST SURVEY IN 1858 AND
 PE1692'LEADING NEARLY TO THE SUMMIT.  A TELEPHONE LINE ALONG THE
 PE1692'LATTER ROAD ENABLES ONE TO KEEP ON THE PROPER HIGHWAY TO THE
 PE1692'PLACE WHERE BACHES CAMP WAS LOCATED AND WHERE TWO LOG
 PE1692'CABINS NOW STAND.  JUST BEYOND THESE CABINS A TRAIL LEADS UP TO
 PE1692'THE STEEP PART OF THE SUMMIT.  A LOOKOUT TOWER FOR THE USE
 PE1692'OF FIRE WARDENS STANDS ON THE HIGHEST POINT, AND ABOUT 50
 PE1692'METERS SE OF IT, ON A LARGE BARE LEDGE, THE STATION IS LOCATED.
 PE1692'
 PE1692'IT WAS ORIGINALLY MARKED BY A COPPER BOLT SET IN THE ROCK, BUT
 PE1692'ONLY THE DRILL HOLE WAS FOUND IN 1913.  MR. FRENCH FOUND THREE
 PE1692'OTHER DRILL HOLES NOT MENTIONED IN THE ORIGINAL DESCRIPTION, EACH
 PE1692'ABOUT 6 FEET FROM THE STATION LOCATED TO THE E, W AND S,
 PE1692'RESPECTIVELY.  THE MOUNTAIN IS DENSELY WOODED AND CONSIDERABLE
 PE1692'CUTTING WOULD BE REQUIRED TO OPEN LINES TO OTHER STATIONS.
 PE1692
 PE1692                          STATION RECOVERY (1929)
 PE1692
 PE1692'RECOVERY NOTE BY MAINE GEODETIC SURVEY 1929
 PE1692'THE DRILL HOLE WHICH MARKS THE STATION IS LARGE AND WAS QUICKLY
 PE1692'FOUND.  ONLY TWO OF THE THREE OTHER HOLES MENTIONED AS HAVING BEEN
 PE1692'FOUND IN 1913 WERE LOCATED IN A RATHER HASTY SEARCH.  ONE OF THESE
 PE1692'WAS SE AND THE OTHER SW OF THE STATION HOLE, ONE BEING A FEW
 PE1692'INCHES MORE AND THE OTHER A FEW INCHES LESS THAN 6 FEET
 PE1692'DISTANT.  THE THIRD HOLE MAY HAVE BEEN COVERED WITH MOSS.  UNDER
 PE1692'THE FIRE TOWER THERE WAS A STANDARD GEOLOGICAL SURVEY
 PE1692'TRIANGULATION DISK, WHICH WAS PLACED THERE IN THE SUMMER OF 1928,
 PE1692'WHEN THE TOWER WAS OCCUPIED BY A GEOLOGICAL SURVEY PARTY
 PE1692'ACCORDING TO THE FIRE WATCHMAN.  THERE IS AN UNOBSTRUCTED VIEW
 PE1692'FROM THE TOWER.  THE DESCRIPTION STATES THAT THE MOUNTAIN IS IN
 PE1692'BREWSTER TOWNSHIP, BUT THIS IS NOW KNOWN ONLY AS NO. 28 AND I
 PE1692'COULD FIND NOBODY WHO HAD EVER HEARD THE NAME BREWSTER APPLIED
 PE1692'TO IT.  THE DESCRIPTION ALSO MENTIONS THE NARRAGAUGUS RIVER,
 PE1692'WHICH SHOULD BE WRITTEN NARRAGUAGUS.  THE ROAD UP THE
 PE1692'MOUNTAIN IS CALLED LOCALLY THE JEFF DAVIS ROAD.  THE MOUNTAIN
 PE1692'ITSELF IS ALSO CALLED LEAD MOUNTAIN AS WELL AS HUMPBACK.
 PE1692'
 PE1692'COPIED FROM LETTER OF NOV. 7, 1929.  SINCE WRITING TO YOU ON
 PE1692'SEPT. 26, I HAVE FOUND THAT THERE IS AN ACTUAL BASIS IN FACT FOR THE
 PE1692'NAME JEFF DAVIS ROAD.  I FOUND A BIOGRAPHY OF JEFFERSON DAVIS,
 PE1692'BY HIS WIFE, IN WHICH A CHAPTER IS DEVOTED TO A VISIT HE AND HIS
 PE1692'FAMILY MADE TO MAINE IN 1858 OR 1859, WHEN HE WAS ILL AND WAS
 PE1692'ADVISED TO GO N FOR HIS HEALTH.  THEY VISITED HUMPBACK AT THE
 PE1692'INVITATION OF PROF. BACHE, WHO WAS A BOYHOOD FRIEND OF DAVIS
 PE1692'AND THERE IS AN ACCOUNT OF THEIR EXPERIENCES ON THE MOUNTAIN,
 PE1692'AT THE TIME WHEN THE STATION WAS OCCUPIED BY THE TRIANGULATION
 PE1692'PARTY.
 PE1692
 PE1692                          STATION RECOVERY (1931)
 PE1692
 PE1692'RECOVERY NOTE BY MAINE GEODETIC SURVEY 1931
 PE1692'STATION IS ON WHAT IS NOW USUALLY CALLED LEAD MOUNTAIN, ALTHOUGH
 PE1692'THE OLDER NAME HUMPBACK IS STILL IN USE.  THE STATION IS IN
 PE1692'TOWNSHIP 28, THE NAME BREWSTER MENTIONED IN THE PRINTED DESCRIPTION
 PE1692'BEING APPARENTLY AN OLD NAME WHICH HAS NOT SURVIVED, AS I DID
 PE1692'NOT FIND ANYONE IN THE VICINITY WHO HAD EVER HEARD OF IT.
 PE1692'
 PE1692'THE STATION MARK IS A DRILL HOLE ABOUT 1-1/4 INCHES IN DIAMETER
 PE1692'IN GOOD CONDITION.  I FOUND A SMALLER DRILL HOLE 6.43 FEET SE OF
 PE1692'THE STATION AND ANOTHER 5.16 FEET SSW OF THE STATION, THESE
 PE1692'PROBABLY BEING TWO OF THE THREE MENTIONED IN THE PRINTED
 PE1692'DESCRIPTION.  AT THE TIME OF MY VISIT I DID NOT KNOW OF 7 RANGE
 PE1692'HOLES WHICH ARE SHOWN ON A SKETCH ACCOMPANYING THE ORIGINAL
 PE1692'DESCRIPTION, BUT WHICH ARE NOT MENTIONED.  I DID NOT LOOK
 PE1692'FOR THEM.
 PE1692'
 PE1692'UNDER THE CENTER OF THE STEEL FIRE TOWER IS A U.S. GEOLOGICAL
 PE1692'SURVEY TRIANGULATION DISK, WHICH, ACCORDING TO INFORMATION WHICH
 PE1692'I OBTAINED AT THEIR WASHINGTON OFFICE, WAS ESTABLISHED BY
 PE1692'B.H. YOAKUM IN 1928.  THE POSITION IS GIVEN AS LATITUDE 44 DEG
 PE1692'51 MIN 52.577 SEC LONGITUDE 68 DEG 06 MIN 38.627 SEC.  THE
 PE1692'C. AND G.S. STATION DISTANT 200.25 FEET, IN AZIMUTH 342 DEG
 PE1692'21 MIN 46 SEC.
 PE1692'
 PE1692'THE STATION MAY BE REACHED BY THE TRAIL TO THE FIRE TOWER AS
 PE1692'STATED IN THE ORIGINAL DESCRIPTION.  THIS TRAIL IS KNOWN LOCALLY
 PE1692'AS THE JEFF DAVIS ROAD.
 PE1692'
 PE1692'THE VIEW FROM THE GROUND AT BOTH STATIONS IS LARGELY OBSTRUCTED
 PE1692'BY TREES, BUT IT IS CLEAR IN ALL DIRECTIONS FROM THE OBSERVATION
 PE1692'ROOM OF THE TOWER.
 PE1692
 PE1692                          STATION RECOVERY (1932)
 PE1692
 PE1692'RECOVERY NOTE BY MAINE GEODETIC SURVEY 1932
 PE1692'THIS RECOVERY NOTE IS SUPPLEMENTARY TO THE ONE WHICH I WROTE IN
 PE1692'1931.  THE STATION AND THE TRAIL LEADING TO IT ARE SHOWN ON THE
 PE1692'RECENTLY ISSUED U.S.G.S. MAP OF THE LEAD MOUNTAIN QUADRANGLE.  A
 PE1692'HISTORICAL ACCOUNT OF THE STATION IS GIVEN IN AN ARTICLE OF
 PE1692'MINE IN THE JUNE, 1932 ISSUE OF THE BULLETIN OF THE ASSOCIATION
 PE1692'OF FIELD ENGINEERS, U.S.C. AND G.S.
 PE1692'
 PE1692'THE MOUNTAIN IS JUST N OF THE OLD BANGOR-CALAIS STAGE ROAD, OR
 PE1692'AIR LINE ROAD, A LITTLE MORE THAN 40 MILES FROM BANGOR AND NEARLY
 PE1692'60 MILES FROM CALAIS.  THIS ROAD IS NARROW AND CROOKED IN PLACES
 PE1692'BUT IS GRADUALLY BEING REBUILT.  AT PRESENT (1932) THE STATION
 PE1692'CAN PROBABLY BE MOST EASILY REACHED FROM CHERRYFIELD, ABOUT 20
 PE1692'MILES TO THE S, OVER A FAIRLY GOOD GRAVEL ROAD.
 PE1692'
 PE1692'WHEN I VISITED THE MOUNTAIN IN THE SUMMER OF 1932 I FOUND SEVERAL
 PE1692'OF THE RANGE HOLES WHICH ARE SHOWN IN THE ORIGINAL DESCRIPTION,
 PE1692'BUT THESE DID NOT CHECK WITH THE POSITION OF THE LARGE HOLE WHICH
 PE1692'HAS BEEN CONSIDERED TO BE THE STATION.  HOWEVER, A SMALL HOLE
 PE1692'ABOUT 8.6 FEET N FORMED A FAIRLY GOOD CENTER FOR THE
 PE1692'RANGE HOLES AND MAY WELL BE THE STATION, UNLESS ANOTHER POINT
 PE1692'WAS USED AFTER THE RANGE HOLES WERE MADE.  IN ANY CASE I THINK
 PE1692'THAT THE EXACT LOCATION OF THE STATION MUST REMAIN UNCERTAIN
 PE1692'UNLESS A REDETERMINATION OF ITS POSITION CAN BE MADE.
 PE1692
 PE1692                          STATION RECOVERY (1934)
 PE1692
 PE1692'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1692'STATION IS ON HUMPBACK MOUNTAIN, BETTER KNOWN NOW AS LEAD
 PE1692'MOUNTAIN.  THE SUMMIT OF THE MOUNTAIN IS NEAR THE SE CORNER OF
 PE1692'TOWNSHIP NO.28 AND ABOUT 20 MILES N OF CHERRYFIELD.  THE ROAD
 PE1692'TO THE SUMMIT LEAVES HIGHWAY 9 (BANGOR-CALAIS ROAD) AT A POINT
 PE1692'200 METERS W OF THE BRIDGE OVER THE NARRAGUAGUS RIVER AT A
 PE1692'C.C.C. CAMP.  THIS POINT IS ALSO ABOUT 1/4 MILE E OF JUNCTION OF
 PE1692'HIGHWAYS 9 AND 193 (ROAD FROM CHERRYFIELD).  THE ROAD LEADS TO
 PE1692'THE FIRE WARDENS CAMP IN THE SADDLE AND A GOOD PATH LEADS FROM
 PE1692'THE CAMP TO THE SUMMIT AND FIRE TOWER.  THE TOTAL DISTANCE FROM
 PE1692'ROUTE 9 TO THE SUMMIT IS ABOUT 2-1/2 MILES AND IT IS
 PE1692'NECESSARY TO WALK THIS DISTANCE TO REACH THE STATION.
 PE1692'
 PE1692'THE STATION IS NOW MARKED BY A STANDARD DISK IN THE LEDGE WHICH
 PE1692'IS 341 DEG 28 MIN (APPROXIMATELY) IN TRUE AZIMUTH AND 192.4 FEET
 PE1692'IN DISTANCE FROM THE CENTER OF THE FIRE TOWER ON THE SUMMIT.  A
 PE1692'U.S.G.S. TRIANGULATION STATION HUMPBACK NEW IS IN THE LEDGE UNDER
 PE1692'CENTER OF THE FIRE TOWER.  IT IS MARKED BY THEIR STANDARD DISK.
 PE1692'THE 1 1/2-INCH DRILL HOLE RECOVERED BY MR. FRENCH IN 1913 IS NOT
 PE1692'THE TRUE STATION.  THE TRUE STATION WAS MARKED BY A 1/2-INCH
 PE1692'DRILL HOLE WHICH WAS FOUND AND IDENTIFIED BY H.S. SHAW.  THE
 PE1692'FOLLOWING TABLE SHOWS THE EVIDENCE BY WHICH THE TRUE STATION
 PE1692'WAS IDENTIFIED.  MR. SHAWS OBSERVATIONS WERE
 PE1692'CONFIRMED BY A MEMBER OF OF THIS PARTY.  STANDARD REFERENCE
 PE1692'MARKS WERE PLACED IN THRE DRILL HOLES ON LINES TO STATIONS
 PE1692'SAUNDERS AND PIGEON.  THE RECORD DISTANCES AND INFROMATION
 PE1692'IN REGUARD TO DRILL HOLES ON LINES TO OTHER STATION WERE
 PE1692'OBTAINED FROM A PHOTOSTATIC COPY OF THE ORIGINAL
 PE1692'DESCRIPTION.  THERE CAN BE LITTLE DOUBT THAT MR. SHAW HAS
 PE1692'RECOVERED THE TRUE STATION.  IT WAS NOT OCCUPIED IN THE
 PE1692'1934 SCHEME.
 PE1692'
 PE1692'DISTANCE R.M.NO.1 TO R.M.NO.2 - 20.20 FEET.
 PE1692
 PE1692                          STATION RECOVERY (1958)
 PE1692
 PE1692'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCE)
 PE1692'STATION, AND ALL MARKS WERE RECOVERED AND FOUND TO BE IN GOOD
 PE1692'CONDITION.  THE DISTANCE TO R.M. NO. 1 AND R.M. NO. 2 WAS MEASURED
 PE1692'AND CHECKED.  DUE TO INTERFERENCE OF POLE STAND, DIRECTION TO
 PE1692'R.M. NO. 1 WAS NOT MEASURED.
 PE1692'
 PE1692'A COMPLETE NEW DESCRIPTION FOLLOWS--
 PE1692'
 PE1692'STATION IS LOCATED ABOUT 35 MILES EAST OF BANGOR, 20 MILES NORTH
 PE1692'OF CHERRYFIELD AND ON THE SUMMIT OF LEAD MOUNTAIN.  STATION IS
 PE1692'192.62 FEET SOUTH OF THE LOOKOUT TOWER AND IS ON THE SOUTHERLY
 PE1692'PART OF THE TOP OF THE MOUNTAIN ON GROUND ABOUT 6 FEET LOWER THAN
 PE1692'THE HIGHEST POINT.  THE MARK IS A STANDARD TRIANGULATION-STATION
 PE1692'DISK CEMENTED FLUSH IN A DRILL HOLE IN A BOULDER AND THE DISK
 PE1692'IS STAMPED HUMPBACK 1858 1934.
 PE1692'
 PE1692'REFERENCE MARK NO. 1 IS ABOUT 215 FEET SOUTH OF LOOKOUT
 PE1692'TOWER.  THE MARK IS A STANDARD REFERENCE DISK CEMENTED FLUSH IN A
 PE1692'DRILL HOLE IN BOULDER.  THE DISK IS STAMPED HUMPBACK NO. 1 1934.
 PE1692'
 PE1692'REFERENCE MARK NO. 2 IS ABOUT 212 FEET SOUTH OF LOOKOUT
 PE1692'TOWER.  THE MARK IS A STANDARD REFERENCE DISK CEMENTED IN A
 PE1692'DRILL HOLE IN A BOULDER.  THE DISK IS STAMPED HUMPBACK NO 2 1934.
 PE1692'
 PE1692'U.S.G.S. STATION MARK IS SET UNDER THE LOOKOUT TOWER.  MARK
 PE1692'PROJECTS ABOUT 5 INCHES AND DISK IS CEMENTED IN A DRILL HOLE IN
 PE1692'A BOULDER.  DISK IS STAMPED ELEVATION ABOVE SEA L 1475.
 PE1692'
 PE1692'THE DISTANCE AND DIRECTION TO DRILL HOLES MENTIONED IN PREVIOUS
 PE1692'DESCRIPTIONS WERE NOT VERIFIED DUE TO INTERFERENCE OF POLE STAND.
 PE1692'
 PE1692'TO REACH FROM AURORA, GO EAST ON STATE HIGHWAY 9 FOR 14.6 MILES
 PE1692'TO THE JUNCTION OF STATE HIGHWAYS 9 AND 193.  CONTINUE ON STATE
 PE1692'HIGHWAY 9 FOR 1.2 MILES TO SIDE ROAD LEFT AT SIGN ON LEFT FOREST
 PE1692'FIRE DANGER TODAY.  TURN LEFT ON GRAVEL ROAD AND GO 0.1 MILES
 PE1692'TO SIDE ROAD LEFT AT MAINE FOREST FIRE STATION ON THE RIGHT.
 PE1692'TURN LEFT AND GO 0.05 MILE TO FORK JUST BEFORE REACHING A CABIN
 PE1692'AND A SIGN IN THE FORK TRAIL TO LOOKOUT TOWER.  TAKE RIGHT FORK
 PE1692'AND GO 0.15 MILE TO WHERE THE FIRE WATCHMAN LEAVES HIS CAR.
 PE1692'(THIS IS ETT FOR 2-WHEEL DRIVE.  FROM HERE TO THE STATION IT IS
 PE1692'ABOUT 3 MILES AND THERE IS A TRAIL ALL THE WAY.  IT IS POSSIBLE
 PE1692'TO DRIVE A 4-WHEEL DRIVE ABOUT 2-3/4 MILES TO THE CABIN WITH THE
 PE1692'AID OF A WINCH).  FROM HERE CONTINUE ON WOODS ROAD FOLLOWING THE
 PE1692'TELEPHONE LINE UP HILL FOR ABOUT 2 MILES TO FORK.  (EITHER
 PE1692'ROUTE WILL TAKE YOU TO CABIN BUT LEFT TRAIL IS THE BEST).  TAKE
 PE1692'LEFT FORK FOR ABOUT 275 YARDS UP WOODS ROAD TO SIGN ON LEFT
 PE1692'SPRING, WHERE DRINKING WATER IS AVAILABLE.  CONTINUE UP HILL
 PE1692'FOLLOWING THE TELEPHONE LINE TO CABIN WHERE FIRE WATCHMAN
 PE1692'LIVES.  CONTINUE FOLLOWING TELEPHONE LINE UP HILL TO TOP AND
 PE1692'STATION DESCRIBED.
 PE1692'
 PE1692'OBSERVATIONS TAKEN FROM A 17 FOOT POLE STAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0603 ***********************************************************************
 OB0603  DESIGNATION -  HUMPHRIES BARN VENT APEX
 OB0603  PID         -  OB0603
 OB0603  STATE/COUNTY-  ME/CUMBERLAND
 OB0603  USGS QUAD   -  BRUNSWICK (1980)
 OB0603
 OB0603                         *CURRENT SURVEY CONTROL
 OB0603  ___________________________________________________________________
 OB0603* NAD 83(1996)-  43 54 36.95232(N)    069 55 39.58445(W)     ADJUSTED  
 OB0603* NAVD 88     -                                                        
 OB0603  ___________________________________________________________________
 OB0603  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 OB0603  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 OB0603
 OB0603  HORZ ORDER  -  THIRD
 OB0603
 OB0603.The horizontal coordinates were established by classical geodetic methods
 OB0603.and adjusted by the National Geodetic Survey in March 1998..
 OB0603
 OB0603
 OB0603.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0603
 OB0603.The geoid height was determined by GEOID03.
 OB0603
 OB0603;                    North         East     Units Scale Factor Converg.
 OB0603;SPC ME W     -   119,670.822   919,197.857   MT  0.99997120   +0 09 56.7
 OB0603;UTM  19      - 4,862,324.415   425,513.362   MT  0.99966824   -0 38 36.2
 OB0603
 OB0603                          SUPERSEDED SURVEY CONTROL
 OB0603
 OB0603  NAD 83(1992)-  43 54 36.95077(N)    069 55 39.58387(W) AD(       ) 4
 OB0603  NAD 83(1986)-  43 54 36.95654(N)    069 55 39.58882(W) AD(       ) 4
 OB0603  NAD 27      -  43 54 36.67000(N)    069 55 41.44000(W) AD(       ) 3
 OB0603
 OB0603.Superseded values are not recommended for survey control.
 OB0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0603.See file dsdata.txt to determine how the superseded data were derived.
 OB0603
 OB0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ2551362324(NAD 83)
 OB0603
 OB0603  HISTORY     - Date     Condition        Report By
 OB0603  HISTORY     - UNK      MONUMENTED
 OB0603  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0603
 OB0603                          STATION DESCRIPTION
 OB0603
 OB0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (HOF)
 OB0603'STATION IS LOST.  A LARGE FOUNDATION WAS FOUND, THE CENTER OF
 OB0603'WHICH WAS PRICKED FOR AIR COMPILATION USE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2376 ***********************************************************************
 PE2376  DESIGNATION -  HUNGRY 1859
 PE2376  PID         -  PE2376
 PE2376  STATE/COUNTY-  ME/LINCOLN
 PE2376  USGS QUAD   -  WALDOBORO EAST (1988)
 PE2376
 PE2376                         *CURRENT SURVEY CONTROL
 PE2376  ___________________________________________________________________
 PE2376* NAD 83(1996)-  44 00 22.09684(N)    069 22 17.70930(W)     ADJUSTED  
 PE2376* NAVD 88     -        53.     (meters)     174.     (feet)  SCALED    
 PE2376  ___________________________________________________________________
 PE2376  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 PE2376  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 PE2376
 PE2376  HORZ ORDER  -  THIRD
 PE2376
 PE2376.The horizontal coordinates were established by classical geodetic methods
 PE2376.and adjusted by the National Geodetic Survey in March 1998..
 PE2376
 PE2376.The orthometric height was scaled from a topographic map.
 PE2376
 PE2376.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2376
 PE2376.The geoid height was determined by GEOID03.
 PE2376
 PE2376;                    North         East     Units Scale Factor Converg.
 PE2376;SPC ME W     -   130,602.700   963,761.775   MT  1.00001665   +0 33 08.6
 PE2376;SPC ME E     -    38,083.905   230,107.511   MT  0.99996006   -0 36 20.0
 PE2376;UTM  19      - 4,872,621.685   470,211.493   MT  0.99961091   -0 15 29.4
 PE2376
 PE2376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2376!SPC ME W     -   0.99999571  x   1.00001665  =   1.00001236
 PE2376!SPC ME E     -   0.99999571  x   0.99996006  =   0.99995577
 PE2376!UTM  19      -   0.99999571  x   0.99961091  =   0.99960662
 PE2376
 PE2376:                Primary Azimuth Mark                     Grid Az
 PE2376:SPC ME W     -  WALDOBORO CHURCH SPIRE 1                 039 38 39.2
 PE2376:SPC ME E     -  WALDOBORO CHURCH SPIRE 1                 040 48 07.8
 PE2376:UTM  19      -  WALDOBORO CHURCH SPIRE 1                 040 27 17.2
 PE2376
 PE2376|---------------------------------------------------------------------|
 PE2376| PID    Reference Object                     Distance      Geod. Az  |
 PE2376|                                                           dddmmss.s |
 PE2376| PE2367 WALDOBORO CHURCH SPIRE 1            APPROX. 5.1 KM 0401147.8 |
 PE2376| PE2380 WALDOBORO CONG CHURCH SPIRE         APPROX. 5.1 KM 0401735.0 |
 PE2376| OB0333 LOWER HUNGRY                        APPROX. 0.9 KM 1861019.4 |
 PE2376| PE2391 JOHNSTON RESET                      APPROX. 4.7 KM 2801928.6 |
 PE2376| PE2384 HEATHS HOUSE WEST CHIMNEY           APPROX. 2.6 KM 2962917.1 |
 PE2376| PE2394 BRIGHT YELLOW HSE CEN OF CHIM       APPROX. 4.2 KM 3020319.8 |
 PE2376| PE2393 OLD HOUSE CENTER CHIMNEY            APPROX. 4.5 KM 3055808.4 |
 PE2376| PE2382 HOWARDS RED STORE CENTER CHIM       APPROX. 4.1 KM 3172501.6 |
 PE2376| PE2385 MEETING HOUSE CUPOLA                APPROX. 5.1 KM 3174416.7 |
 PE2376| PE2383 RED HOUSE CENTER CHIMNEY            APPROX. 4.0 KM 3235325.6 |
 PE2376|---------------------------------------------------------------------|
 PE2376
 PE2376                          SUPERSEDED SURVEY CONTROL
 PE2376
 PE2376  NAD 83(1992)-  44 00 22.10157(N)    069 22 17.69537(W) AD(       ) 3
 PE2376  NAD 83(1986)-  44 00 22.10605(N)    069 22 17.70153(W) AD(       ) 3
 PE2376  NAD 27      -  44 00 21.80500(N)    069 22 19.51500(W) AD(       ) 3
 PE2376
 PE2376.Superseded values are not recommended for survey control.
 PE2376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2376.See file dsdata.txt to determine how the superseded data were derived.
 PE2376
 PE2376_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ7021172622(NAD 83)
 PE2376
 PE2376  HISTORY     - Date     Condition        Report By
 PE2376  HISTORY     - 1859     MONUMENTED       CGS
 PE2376  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2376  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2376
 PE2376                          STATION DESCRIPTION
 PE2376
 PE2376'DESCRIBED BY COAST AND GEODETIC SURVEY 1859 (FPW)
 PE2376'THE STATION IS ON A BARE HILL ON THE WESTERN SIDE OF THE NORTHERN
 PE2376'PART OF HUNGRY ISLAND, WHICH LIES IN THE LOWER PART OF MEDOMAK
 PE2376'RIVER, BETWEEN BREMEN, LONG ISLAND, AND DELANO COVE.  THE WATER
 PE2376'ON THE W SIDE OF HUNGRY ISLAND IS LOCALLY KNOWN AS FLYING
 PE2376'PASSAGE.  THE STATION IS MARKED BY A HOLE DRILLED IN THE ROCK.
 PE2376
 PE2376                          STATION RECOVERY (1934)
 PE2376
 PE2376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2376'THE STATION RECOVERED AS DESCRIBED.  IT IS ON THE HIGHEST POINT
 PE2376'OF THE NORTHERN PART OF HUNGRY ISLAND AND 100 METERS FROM THE
 PE2376'SHORE LINE TO THE W AND ALMOST 1/2 MILE S OF ITS NORTHERN
 PE2376'TIP.  STATION IS ON BARE LEDGE IN A SMALL CLEARING, AND 10 METERS
 PE2376'W OF A PATH RUNNING DOWN THROUGH THE MIDDLE OF THE ISLAND.  A
 PE2376'40-FOOT 4 BY 4 SIGNAL WAS ERECTED OVER THE STATION AND GUYED IN
 PE2376'PLACE.
 PE2376'
 PE2376'A STANDARD DISK WAS INSERTED IN THE ORIGINAL DRILL HOLE, AND
 PE2376'TWO STANDARD REFERENCE MARKS SET AS FOLLOWS--REFERENCE MARK NO. 1
 PE2376'IS W OF THE STATION ON TOP OF A LARGE BOULDER, AND REFERENCE
 PE2376'MARK NO. 2 IS N OF THE STATION ON THE EDGE OF A BARE LEDGE.
 PE2376'
 PE2376'HUNGRY ISLAND IS LOCATED IN THE LOWER PART OF THE MEDOMAK
 PE2376'RIVER, ABOUT 7 MILES S OF WALDOBORO AND BETWEEN BREMEN LONG
 PE2376'ISLAND AND DELANO COVE.
 PE2376
 PE2376                          STATION RECOVERY (1943)
 PE2376
 PE2376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2376'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED, EXCEPT FOR
 PE2376'THE FOLLOWING DISCREPANCY--
 PE2376'
 PE2376'TRAIL IS NOW 10.8 METERS DUE E OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0544 ***********************************************************************
 OB0544  DESIGNATION -  HUNNEWELLS FLAGSTAFF
 OB0544  PID         -  OB0544
 OB0544  STATE/COUNTY-  ME/SAGADAHOC
 OB0544  USGS QUAD   -  PHIPPSBURG (1957)
 OB0544
 OB0544                         *CURRENT SURVEY CONTROL
 OB0544  ___________________________________________________________________
 OB0544* NAD 83(1996)-  43 45 14.98170(N)    069 47 03.11207(W)     ADJUSTED  
 OB0544* NAVD 88     -                                                        
 OB0544  ___________________________________________________________________
 OB0544  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 OB0544  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 OB0544
 OB0544  HORZ ORDER  -  THIRD
 OB0544
 OB0544.The horizontal coordinates were established by classical geodetic methods
 OB0544.and adjusted by the National Geodetic Survey in March 1998..
 OB0544
 OB0544
 OB0544.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0544
 OB0544.The geoid height was determined by GEOID03.
 OB0544
 OB0544;                    North         East     Units Scale Factor Converg.
 OB0544;SPC ME W     -   102,370.291   930,801.736   MT  0.99997833   +0 15 52.2
 OB0544;UTM  19      - 4,844,867.489   436,868.528   MT  0.99964902   -0 32 32.4
 OB0544
 OB0544                          SUPERSEDED SURVEY CONTROL
 OB0544
 OB0544  NAD 83(1992)-  43 45 14.97909(N)    069 47 03.11029(W) AD(       ) 4
 OB0544  NAD 83(1986)-  43 45 14.98476(N)    069 47 03.11592(W) AD(       ) 4
 OB0544  NAD 27      -  43 45 14.68000(N)    069 47 04.96000(W) AD(       ) 3
 OB0544
 OB0544.Superseded values are not recommended for survey control.
 OB0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0544.See file dsdata.txt to determine how the superseded data were derived.
 OB0544
 OB0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3686944867(NAD 83)
 OB0544
 OB0544  HISTORY     - Date     Condition        Report By
 OB0544  HISTORY     - 1856     MONUMENTED       COASUR
 OB0544  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0544  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0544
 OB0544                          STATION DESCRIPTION
 OB0544
 OB0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0544'THIS STATION IS LOST.
 OB0544
 OB0544                          STATION RECOVERY (1942)
 OB0544
 OB0544'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OB0544'NO TRACE OF FLAGSTAFF WAS FOUND SO STATION SHOULD BE LISTED AS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0479 ***********************************************************************
 OB0479  DESIGNATION -  HUNNIWELL BEACH PROMINENT FP
 OB0479  PID         -  OB0479
 OB0479  STATE/COUNTY-  ME/SAGADAHOC
 OB0479  USGS QUAD   -  SMALL POINT (1957)
 OB0479
 OB0479                         *CURRENT SURVEY CONTROL
 OB0479  ___________________________________________________________________
 OB0479* NAD 83(1996)-  43 44 26.71056(N)    069 47 34.32794(W)     ADJUSTED  
 OB0479* NAVD 88     -                                                        
 OB0479  ___________________________________________________________________
 OB0479  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 OB0479  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 OB0479
 OB0479  HORZ ORDER  -  THIRD
 OB0479
 OB0479.The horizontal coordinates were established by classical geodetic methods
 OB0479.and adjusted by the National Geodetic Survey in March 1998..
 OB0479
 OB0479
 OB0479.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0479
 OB0479.The geoid height was determined by GEOID03.
 OB0479
 OB0479;                    North         East     Units Scale Factor Converg.
 OB0479;SPC ME W     -   100,877.353   930,110.140   MT  0.99997781   +0 15 30.4
 OB0479;UTM  19      - 4,843,384.924   436,156.215   MT  0.99965013   -0 32 53.5
 OB0479
 OB0479                          SUPERSEDED SURVEY CONTROL
 OB0479
 OB0479  NAD 83(1992)-  43 44 26.70782(N)    069 47 34.32612(W) AD(       ) 4
 OB0479  NAD 83(1986)-  43 44 26.71355(N)    069 47 34.33183(W) AD(       ) 4
 OB0479  NAD 27      -  43 44 26.40000(N)    069 47 36.16000(W) AD(       ) 3
 OB0479
 OB0479.Superseded values are not recommended for survey control.
 OB0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0479.See file dsdata.txt to determine how the superseded data were derived.
 OB0479
 OB0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3615643385(NAD 83)
 OB0479
 OB0479  HISTORY     - Date     Condition        Report By
 OB0479  HISTORY     - 1933     MONUMENTED       CGS
 OB0479  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0479
 OB0479                          STATION DESCRIPTION
 OB0479
 OB0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OB0479'THE FLAGPOLE IS ABOUT 300 FEET BACK OF HIGH-WATER
 OB0479'LINE ON HUNNIWELL BEACH ABOUT 1/2 MILE N OF MORSE
 OB0479'POINT.  THE FLAGPOLE IS MOUNTED ON A STEEL TOWER
 OB0479'WHICH IS PLACED ON CONCRETE BASES.  THE TOWER BELONGS
 OB0479'TO MR. HYDE, WHOSE SUMMER RESIDENCE IS POPHAM BEACH, MAINE.
 OB0479
 OB0479                          STATION RECOVERY (1942)
 OB0479
 OB0479'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OB0479'THE FLAGPOLE STILL STANDS AND IS IN GOOD CONDITION.  THE
 OB0479'FOLLOWING SENTENCE SHOULD BE ADDED TO THE 1933
 OB0479'DESCRIPTION--THE FLAGPOLE IS ABOUT 5 YARDS S OF
 OB0479'THE ROAD TO POPHAM BEACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1433 ***********************************************************************
 QG1433  DESIGNATION -  HUNT MT FT
 QG1433  PID         -  QG1433
 QG1433  STATE/COUNTY-  ME/PENOBSCOT
 QG1433  USGS QUAD   -  DEASEY MOUNTAIN (1989)
 QG1433
 QG1433                         *CURRENT SURVEY CONTROL
 QG1433  ___________________________________________________________________
 QG1433* NAD 83(1996)-  45 52 55.23238(N)    068 39 19.38241(W)     ADJUSTED  
 QG1433* NAVD 88     -       464.9    (meters)    1525.     (feet)  VERTCON   
 QG1433  ___________________________________________________________________
 QG1433  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 QG1433  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 QG1433
 QG1433  HORZ ORDER  -  THIRD
 QG1433
 QG1433.The horizontal coordinates were established by classical geodetic methods
 QG1433.and adjusted by the National Geodetic Survey in March 1998..
 QG1433
 QG1433.The NAVD 88 height was computed by applying the VERTCON shift value to
 QG1433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QG1433
 QG1433.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1433
 QG1433.The geoid height was determined by GEOID03.
 QG1433
 QG1433;                    North         East     Units Scale Factor Converg.
 QG1433;SPC ME E     -   246,172.289   287,939.090   MT  0.99990179   -0 06 41.6
 QG1433;UTM  19      - 5,080,995.752   526,741.072   MT  0.99960879   +0 14 50.7
 QG1433
 QG1433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1433!SPC ME E     -   0.99993090  x   0.99990179  =   0.99983270
 QG1433!UTM  19      -   0.99993090  x   0.99960879  =   0.99953972
 QG1433
 QG1433:                Primary Azimuth Mark                     Grid Az
 QG1433:SPC ME E     -  CHASE                                    028 41 14.1
 QG1433:UTM  19      -  CHASE                                    028 19 41.8
 QG1433
 QG1433|---------------------------------------------------------------------|
 QG1433| PID    Reference Object                     Distance      Geod. Az  |
 QG1433|                                                           dddmmss.s |
 QG1433| RF0713 CHASE                               APPROX.28.7 KM 0283432.5 |
 QG1433|---------------------------------------------------------------------|
 QG1433
 QG1433                          SUPERSEDED SURVEY CONTROL
 QG1433
 QG1433  NAD 83(1992)-  45 52 55.23058(N)    068 39 19.37733(W) AD(       ) 3
 QG1433  NAD 83(1986)-  45 52 55.23552(N)    068 39 19.38963(W) AD(       ) 3
 QG1433  NAD 27      -  45 52 55.05936(N)    068 39 21.25852(W) AD(       ) 3
 QG1433  NGVD 29 (07/19/86)  465.1    (m)         1526.     (f) VERT ANG       
 QG1433
 QG1433.Superseded values are not recommended for survey control.
 QG1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1433.See file dsdata.txt to determine how the superseded data were derived.
 QG1433
 QG1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL2674180996(NAD 83)
 QG1433_MARKER: DD = SURVEY DISK
 QG1433_SETTING: 0 = UNSPECIFIED SETTING
 QG1433_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG1433
 QG1433  HISTORY     - Date     Condition        Report By
 QG1433  HISTORY     - 1927     MONUMENTED       USGS
 QG1433
 QG1433                          STATION DESCRIPTION
 QG1433
 QG1433'DESCRIBED BY US GEOLOGICAL SURVEY 1927
 QG1433'STACYVILLE, 9.0 MI W. OF, A STATION ON BANGOR AND AROOSTOOK RR.,
 QG1433'2.0 MI W. OF EAST BRANCH OF PENOBSCOT RIVER, 2.0 MI S. OF STACYVILLE
 QG1433'AND KATAHDIN TOTE RD.
 QG1433'
 QG1433'STATION MARK,  CENTER OF FIRE TOWER, DISK UNDER CENTER OF
 QG1433'TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0600 ***********************************************************************
 OB0600  DESIGNATION -  HUNTER 1860
 OB0600  PID         -  OB0600
 OB0600  STATE/COUNTY-  ME/SAGADAHOC
 OB0600  USGS QUAD   -  BRUNSWICK (1980)
 OB0600
 OB0600                         *CURRENT SURVEY CONTROL
 OB0600  ___________________________________________________________________
 OB0600* NAD 83(1996)-  43 55 56.66964(N)    069 54 16.12112(W)     ADJUSTED  
 OB0600* NAVD 88     -        24.     (meters)      79.     (feet)  SCALED    
 OB0600  ___________________________________________________________________
 OB0600  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 OB0600  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 OB0600
 OB0600  HORZ ORDER  -  THIRD
 OB0600
 OB0600.The horizontal coordinates were established by classical geodetic methods
 OB0600.and adjusted by the National Geodetic Survey in March 1998..
 OB0600
 OB0600.The orthometric height was scaled from a topographic map.
 OB0600
 OB0600.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0600
 OB0600.The geoid height was determined by GEOID03.
 OB0600
 OB0600;                    North         East     Units Scale Factor Converg.
 OB0600;SPC ME W     -   122,136.792   921,052.308   MT  0.99997212   +0 10 54.9
 OB0600;UTM  19      - 4,864,763.201   427,401.882   MT  0.99966482   -0 37 39.2
 OB0600
 OB0600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0600!SPC ME W     -   1.00000033  x   0.99997212  =   0.99997245
 OB0600!UTM  19      -   1.00000033  x   0.99966482  =   0.99966515
 OB0600
 OB0600:                Primary Azimuth Mark                     Grid Az
 OB0600:SPC ME W     -  EAST TELEGRAPH POLE                      073 26 58.1
 OB0600:UTM  19      -  EAST TELEGRAPH POLE                      074 15 32.2
 OB0600
 OB0600|---------------------------------------------------------------------|
 OB0600| PID    Reference Object                     Distance      Geod. Az  |
 OB0600|                                                           dddmmss.s |
 OB0600| OB0508 EAST TELEGRAPH POLE                 APPROX. 7.6 KM 0733753.0 |
 OB0600| OB0495 WEST TELEGRAPH POLE                 APPROX. 7.2 KM 0742850.4 |
 OB0600|---------------------------------------------------------------------|
 OB0600
 OB0600                          SUPERSEDED SURVEY CONTROL
 OB0600
 OB0600  NAD 83(1992)-  43 55 56.66827(N)    069 54 16.12051(W) AD(       ) 3
 OB0600  NAD 83(1986)-  43 55 56.67386(N)    069 54 16.12558(W) AD(       ) 3
 OB0600  NAD 27      -  43 55 56.40000(N)    069 54 17.95400(W) AD(       ) 3
 OB0600
 OB0600.Superseded values are not recommended for survey control.
 OB0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0600.See file dsdata.txt to determine how the superseded data were derived.
 OB0600
 OB0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ2740264763(NAD 83)
 OB0600
 OB0600  HISTORY     - Date     Condition        Report By
 OB0600  HISTORY     - 1860     MONUMENTED       CGS
 OB0600  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OB0600  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0600
 OB0600                          STATION DESCRIPTION
 OB0600
 OB0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1860 (FPW)
 OB0600'ON A ROCK LEDGE ABOUT 3/4 MILE W OF THE ANDROSCOGGIN RIVER, 3/4
 OB0600'MILE ABOVE THE FALL BRIDGE.  1-3/4 MILES SSW OF SPRAGUE
 OB0600'MOUNTAIN, 2 MILES S BY W OF PLEASANT POINT OF MERRYMAKING BAY,
 OB0600'AND 3-1/2 MILES E OF TOPSHAM.  THE LAND BELONGS TO ALBERT
 OB0600'HUNTER, WHOSE HOUSE IS ABOUT 1/4 MILE TO THE WESTWARD.  THE
 OB0600'STATION IS MARKED BY A HOLE DRILLED IN THE ROCK.
 OB0600
 OB0600                          STATION RECOVERY (1933)
 OB0600
 OB0600'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OB0600'STATION IS ON A PROMINENT ROCK LEDGE ABOUT 100 YARDS FROM THE
 OB0600'ANDROSCOGGIN RIVER, 1-3/4 MILES SSW OF SPRAGUE HILL AND ABOUT 300
 OB0600'YARDS E OF HIGHWAY.
 OB0600'
 OB0600'STATION WAS RE-MARKED.  STATION AND REFERENCE MARKS ARE STANDARD
 OB0600'BRONZE DISKS WEDGED IN DRILL HOLES IN OUTCROPPING
 OB0600'BEDROCK.  REFERENCE MARK NO. 1 IS 8.46 METERS (27.75 FEET) FROM
 OB0600'STATION.  REFERENCE MARK NO. 2 IS 14.07 METERS (46.16 FEET) FROM
 OB0600'STATION AND 13.05 METERS (42.81 FEET) FROM REFERENCE MARK NO. 1.
 OB0600'
 OB0600'TO REACH STATION FROM TOPSHAM GO E ON ELM STREET AND U.S. HIGHWAY
 OB0600'201 FOR 0.6 MILE AND TAKE RIGHT FORK FOR 3.2 MILES.  STATION IS
 OB0600'ON THE HIGHEST POINT OF THE LEDGE, 50 PACES E OF STONE WALL.  THE
 OB0600'LEDGE DROPS OFF QUICKLY TO THE NW BUT SLOPES GRADUALLY IN THE
 OB0600'OTHER DIRECTION.
 OB0600
 OB0600                          STATION RECOVERY (1942)
 OB0600
 OB0600'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (HOF)
 OB0600'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED, EXCEPT FOR
 OB0600'THE FOLLOWING DISCREPANCY--
 OB0600'
 OB0600'THE NAME OF THE BAY IS MERRYMEETING NOT MERRYMAKING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0956 ***********************************************************************
 PD0956  DESIGNATION -  HUNTLEY 1883
 PD0956  PID         -  PD0956
 PD0956  STATE/COUNTY-  ME/WASHINGTON
 PD0956  USGS QUAD   -  CUTLER (1993)
 PD0956
 PD0956                         *CURRENT SURVEY CONTROL
 PD0956  ___________________________________________________________________
 PD0956* NAD 83(1996)-  44 39 16.02002(N)    067 14 26.35094(W)     ADJUSTED  
 PD0956* NAVD 88     -        50.     (meters)     164.     (feet)  SCALED    
 PD0956  ___________________________________________________________________
 PD0956  LAPLACE CORR-           5.15  (seconds)                    DEFLEC99
 PD0956  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 PD0956
 PD0956  HORZ ORDER  -  THIRD
 PD0956
 PD0956.The horizontal coordinates were established by classical geodetic methods
 PD0956.and adjusted by the National Geodetic Survey in March 1998..
 PD0956
 PD0956.The orthometric height was scaled from a topographic map.
 PD0956
 PD0956.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0956
 PD0956.The geoid height was determined by GEOID03.
 PD0956
 PD0956;                    North         East     Units Scale Factor Converg.
 PD0956;SPC ME E     -   110,518.485   399,880.661   MT  1.00002264   +0 53 06.6
 PD0956;UTM  19      - 4,946,070.824   639,494.676   MT  0.99983929   +1 14 12.2
 PD0956
 PD0956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0956!SPC ME E     -   0.99999570  x   1.00002264  =   1.00001834
 PD0956!UTM  19      -   0.99999570  x   0.99983929  =   0.99983499
 PD0956
 PD0956:                Primary Azimuth Mark                     Grid Az
 PD0956:SPC ME E     -  METHODIST CHURCH WASH CO                 069 48 26.2
 PD0956:UTM  19      -  METHODIST CHURCH WASH CO                 069 27 20.6
 PD0956
 PD0956|---------------------------------------------------------------------|
 PD0956| PID    Reference Object                     Distance      Geod. Az  |
 PD0956|                                                           dddmmss.s |
 PD0956| PD0963 METHODIST CHURCH WASH CO            APPROX. 1.8 KM 0704132.8 |
 PD0956| PD0974 HOLWAY RESET                        APPROX. 3.2 KM 2074943.8 |
 PD0956| PD0972 HUNTLEY F HOUSE CHIMNEY             APPROX. 2.6 KM 2605411.7 |
 PD0956| PD0989 RAMSDELLS HOUSE CHIMNEY             APPROX. 3.7 KM 2901213.2 |
 PD0956| PD0975 TURNERS HOUSE CHIMNEY               APPROX. 1.8 KM 3364140.1 |
 PD0956|---------------------------------------------------------------------|
 PD0956
 PD0956                          SUPERSEDED SURVEY CONTROL
 PD0956
 PD0956  NAD 83(1992)-  44 39 16.01682(N)    067 14 26.34868(W) AD(       ) 3
 PD0956  NAD 83(1986)-  44 39 16.01310(N)    067 14 26.35119(W) AD(       ) 3
 PD0956  NAD 27      -  44 39 15.72400(N)    067 14 28.38800(W) AD(       ) 3
 PD0956
 PD0956.Superseded values are not recommended for survey control.
 PD0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0956.See file dsdata.txt to determine how the superseded data were derived.
 PD0956
 PD0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK3949546071(NAD 83)
 PD0956
 PD0956  HISTORY     - Date     Condition        Report By
 PD0956  HISTORY     - 1883     MONUMENTED       CGS
 PD0956  HISTORY     - 1913     SEE DESCRIPTION  CGS
 PD0956  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0956  HISTORY     - 1959     SEE DESCRIPTION  CGS
 PD0956
 PD0956                          STATION DESCRIPTION
 PD0956
 PD0956'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 PD0956'STATION IS ON THE HIGHEST POINT OF A PROMINENT BARE HILL ON THE
 PD0956'E SIDE OF LITTLE MACHIAS BAY, 1-1/2 MILES W OF CUTLER, AND ABOUT 100
 PD0956'METERS E OF THE ROAD ALONG THE E SHORE OF THE BAY.  FROM THE
 PD0956'STATION, WHICH IS MARKED BY A DRILL HOLE SURROUNDED BY A TRIANGLE
 PD0956'CUT IN THE ROCK AND COVERED BY A CAIRN, AN UNOBSTRUCTED VIEW IS
 PD0956'OBTAINED IN ALL DIRECTIONS EXCEPT THE E.
 PD0956
 PD0956                          STATION RECOVERY (1946)
 PD0956
 PD0956'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0956'A 1/2-INCH DRILL HOLE, 3/4-INCH DEEP, WAS FOUND ON THE HIGHEST
 PD0956'POINT OF LEDGE ON SUMMIT OF HILL.  NO EVIDENCE OF A TRIANGLE
 PD0956'AROUND THIS DRILL HOLE WAS APPARENT, NOR WAS REMAINS OF THE
 PD0956'CAIRN.  THE DRILL HOLE FOUND FITS THE DESCRIPTION AS TO THE
 PD0956'HIGHEST POINT OF THE HILL.  THE HILL ITSELF CHECKS THE LOCATION
 PD0956'OF THE STATION HUNTLEY AS PLOTTED ON THE TOPOGRAPHIC QUADRANGLE
 PD0956'OF THE AREA.  FROM THESE CHECKS, IT APPEARS THAT THE MARK FOUND
 PD0956'SHOULD BE THE STATION.  HOWEVER, SINCE THE STATION IS NOT
 PD0956'MARKED AS NOTED IN THE DESCRIPTION, THE RECOVERY CANNOT BE
 PD0956'CONSIDERED POSITIVE.  A THOROUGH SEARCH OF THE SUMMIT
 PD0956'DISCLOSED NO OTHER MARKS.
 PD0956
 PD0956                          STATION RECOVERY (1959)
 PD0956
 PD0956'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GFW)
 PD0956'A DRILL HOLE WAS FOUND UNDER A SMALL CAIRN ON THE HIGHEST POINT
 PD0956'OF THE HILL AS DESCRIBED.  THE TRIANGLE HAS WORN AWAY BUT THE
 PD0956'DRILL HOLE REMAINS EASILY IDENTIFIABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0972 ***********************************************************************
 PD0972  DESIGNATION -  HUNTLEY F HOUSE CHIMNEY
 PD0972  PID         -  PD0972
 PD0972  STATE/COUNTY-  ME/WASHINGTON
 PD0972  USGS QUAD   -  MACHIAS BAY (1993)
 PD0972
 PD0972                         *CURRENT SURVEY CONTROL
 PD0972  ___________________________________________________________________
 PD0972* NAD 83(1996)-  44 39 02.56264(N)    067 16 23.94562(W)     ADJUSTED  
 PD0972* NAVD 88     -                                                        
 PD0972  ___________________________________________________________________
 PD0972  LAPLACE CORR-           5.25  (seconds)                    DEFLEC99
 PD0972  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 PD0972
 PD0972  HORZ ORDER  -  THIRD
 PD0972
 PD0972.The horizontal coordinates were established by classical geodetic methods
 PD0972.and adjusted by the National Geodetic Survey in March 1998..
 PD0972
 PD0972
 PD0972.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0972
 PD0972.The geoid height was determined by GEOID03.
 PD0972
 PD0972;                    North         East     Units Scale Factor Converg.
 PD0972;SPC ME E     -   110,063.614   397,296.182   MT  1.00001638   +0 51 43.8
 PD0972;UTM  19      - 4,945,600.191   636,913.513   MT  0.99983052   +1 12 49.2
 PD0972
 PD0972                          SUPERSEDED SURVEY CONTROL
 PD0972
 PD0972  NAD 83(1992)-  44 39 02.55927(N)    067 16 23.94364(W) AD(       ) 4
 PD0972  NAD 83(1986)-  44 39 02.55550(N)    067 16 23.94625(W) AD(       ) 4
 PD0972  NAD 27      -  44 39 02.27000(N)    067 16 25.96000(W) AD(       ) 3
 PD0972
 PD0972.Superseded values are not recommended for survey control.
 PD0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0972.See file dsdata.txt to determine how the superseded data were derived.
 PD0972
 PD0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK3691445600(NAD 83)
 PD0972
 PD0972  HISTORY     - Date     Condition        Report By
 PD0972  HISTORY     - 1883     MONUMENTED       CGS
 PD0972  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0972  HISTORY     - 1959     SEE DESCRIPTION  CGS
 PD0972
 PD0972                          STATION DESCRIPTION
 PD0972
 PD0972'DESCRIBED BY COAST AND GEODETIC SURVEY 1883 (OHT)
 PD0972'THE CHIMNEY ON THE HOUSE ON THE E SIDE OF THE ROAD WHICH
 PD0972'RUNS DOWN THE S SHORE OF LITTLE MACHIAS BAY.
 PD0972
 PD0972                          STATION RECOVERY (1946)
 PD0972
 PD0972'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0972'STATION NOT RECOVERED.  INFORMATION OBTAINED FROM MR. WRIGHT,
 PD0972'LOCAL RESIDENT OF THIS AREA, INDICATES THAT HOUSE WAS BURNED DOWN
 PD0972'AND HAS BEEN REBUILT, BUT IT IS SOMEWHAT DOUBTFUL THAT PRESENT
 PD0972'CHIMNEY IS NOW IN SAME POSITION AS THE OLD ONE.  IT IS RECOMMENDED
 PD0972'THAT THIS STATION BE CLASSIFIED AS LOST.
 PD0972
 PD0972                          STATION RECOVERY (1959)
 PD0972
 PD0972'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GFW)
 PD0972'STATION DESTROYED.  THE HOUSE HAS BEEN RAZED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2589 ***********************************************************************
 OC2589  DESIGNATION -  HURD
 OC2589  PID         -  OC2589
 OC2589  STATE/COUNTY-  ME/YORK
 OC2589  USGS QUAD   -  MILTON (1983)
 OC2589
 OC2589                         *CURRENT SURVEY CONTROL
 OC2589  ___________________________________________________________________
 OC2589* NAD 83(1996)-  43 29 52.25121(N)    070 54 05.12161(W)     ADJUSTED  
 OC2589* NAVD 88     -       214.7    (meters)     704.     (feet)  VERTCON   
 OC2589  ___________________________________________________________________
 OC2589  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 OC2589  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 OC2589
 OC2589  HORZ ORDER  -  SECOND
 OC2589
 OC2589.The horizontal coordinates were established by classical geodetic methods
 OC2589.and adjusted by the National Geodetic Survey in March 1998..
 OC2589
 OC2589.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2589
 OC2589.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2589
 OC2589.The geoid height was determined by GEOID03.
 OC2589
 OC2589;                    North         East     Units Scale Factor Converg.
 OC2589;SPC ME W     -    74,084.668   840,575.157   MT  1.00001009   -0 30 20.8
 OC2589;UTM  19      - 4,817,858.444   346,273.775   MT  0.99989069   -1 18 32.6
 OC2589
 OC2589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2589!SPC ME W     -   0.99997053  x   1.00001009  =   0.99998062
 OC2589!UTM  19      -   0.99997053  x   0.99989069  =   0.99986122
 OC2589
 OC2589|---------------------------------------------------------------------|
 OC2589| PID    Reference Object                     Distance      Geod. Az  |
 OC2589|                                                           dddmmss.s |
 OC2589| CE8244 HURD RM 1                            13.194 METERS 24649     |
 OC2589| OC2730 HUSSEY                              APPROX. 3.5 KM 3014639.6 |
 OC2589| OC2590 HURD RM 2                            29.124 METERS 33054     |
 OC2589| OC2596 HURD AZ MK A PT                     253.889 METERS 34610     |
 OC2589| OC2734 HURD AZ MK                          257.782 METERS 34647     |
 OC2589|---------------------------------------------------------------------|
 OC2589
 OC2589                          SUPERSEDED SURVEY CONTROL
 OC2589
 OC2589  NAD 83(1992)-  43 29 52.24925(N)    070 54 05.12342(W) AD(       ) 2
 OC2589  NAD 83(1986)-  43 29 52.25644(N)    070 54 05.13026(W) AD(       ) 2
 OC2589  NAD 27      -  43 29 51.96571(N)    070 54 06.90660(W) AD(       ) 2
 OC2589  NGVD 29 (07/19/86)  214.9    (m)          705.     (f) VERT ANG       
 OC2589
 OC2589.Superseded values are not recommended for survey control.
 OC2589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2589.See file dsdata.txt to determine how the superseded data were derived.
 OC2589
 OC2589_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ4627417858(NAD 83)
 OC2589_MARKER: DS = TRIANGULATION STATION DISK
 OC2589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC2589_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC2589
 OC2589  HISTORY     - Date     Condition        Report By
 OC2589  HISTORY     - 1976     MONUMENTED       NGS
 OC2589
 OC2589                          STATION DESCRIPTION
 OC2589
 OC2589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2589'THE STATION IS LOCATED ABOUT 5.75 MILES WEST-NORTHWEST
 OC2589'OF SPRINGVALE, 3.2 MILES EAST OF MILTON MILLS, NEW HAMPSHIRE,
 OC2589'2.75 MILES SOUTH-SOUTHEAST OF ACTON, 4 MILES SOUTHWEST
 OC2589'OF SHAPLEIGH.
 OC2589'
 OC2589'TO REACH THE STATION FROM JUNCTION STATE ROUTE 109
 OC2589'AND 11 ABOUT 3 MILES NORTH OF SANFORD, GO NORTHERLY ON
 OC2589'STATE ROUTE 109 FOR 1.1 MILES TO JUNCTION MILTON MILLS
 OC2589'ROAD, AND THE ACTON FAIR GROUNDS ON THE RIGHT. TURN LEFT
 OC2589'ONTO MILTON ROAD, GO WESTERLY FOR 1.6 MILES TO A ROAD
 OC2589'FORK.  BEAR LEFT, GO SOUTHERLY FOR 0.6 MILE TO THE
 OC2589'STATION ON THE LEFT.
 OC2589'
 OC2589'THE STATION MARK IS A STANDARD DISK STAMPED HURD 1976,
 OC2589'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OC2589'FLUSH WITH THE GROUND. THERE IS NO UNDERGROUND MARK.
 OC2589'IT IS 8.6 FEET WEST OF A METAL WITNESS POST, 18 FEET
 OC2589'EAST OF THE CENTERLINE OF THE MILTON MILLS ROAD, AND 62.3
 OC2589'FEET SOUTH OF POWER POLE J42.
 OC2589'
 OC2589'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK STAMPED-HURD
 OC2589'NO 1 1976--SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OC2589'MONUMENT AND IT IS FLUSH WITH THE GROUND.  IT IS 4.4 FEET EAST
 OC2589'OF A METAL WITNESS POST, 22 FEET WEST OF THE CENTERLINE OF THE
 OC2589'MILTON MILLS ROAD, AND 15.4 FEET SOUTH OF AN 8 INCH PINE TREE.
 OC2589'
 OC2589'REFERENCE MARK 2 IS A STANDARD REFERENCE DISK STAMPED--HURD NO 2
 OC2589'1976--SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OC2589'AND IT IS FLUSH WITH THE GROUND.  IT IS 6.6 FEET EAST OF A METAL
 OC2589'WITNESS POST, 20 FEET WEST OF THE CENTERLINE OF THE MILTON MILLS
 OC2589'ROAD, AND 44.3 FEET WEST-NORTHWEST OF POWER POLE J42
 OC2589'
 OC2589'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED--HURD AZ
 OC2589'1976--SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OC2589'AND IT IS FLUSH WITH THE GROUND.  IT IS 4.2 FEET WEST OF A METAL
 OC2589'WITNESS POST, 23.0 FEET EAST OF THE CENTERLINE OF THE MILTON
 OC2589'MILLS ROAD, 52.7 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER
 OC2589'OF A HOUSE PRESENTLY OCCUPIED BY THE DUCHARME S, AND 87.5 FEET
 OC2589'NORTH OF POWER POLE J39.
 OC2589'
 OC2589'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHERLY
 OC2589'ON THE MILTON MILLS ROAD FOR 0.15 MILE TO THE AZIMUTH
 OC2589'MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2439 ***********************************************************************
 OC2439  DESIGNATION -  HURD 1900
 OC2439  PID         -  OC2439
 OC2439  STATE/COUNTY-  ME/YORK
 OC2439  USGS QUAD   -  PORTSMOUTH (1993)
 OC2439
 OC2439                         *CURRENT SURVEY CONTROL
 OC2439  ___________________________________________________________________
 OC2439* NAD 83(1996)-  43 05 36.01654(N)    070 45 54.00929(W)     ADJUSTED  
 OC2439* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 OC2439  ___________________________________________________________________
 OC2439  LAPLACE CORR-           3.36  (seconds)                    DEFLEC99
 OC2439  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 OC2439
 OC2439  HORZ ORDER  -  THIRD
 OC2439
 OC2439.The horizontal coordinates were established by classical geodetic methods
 OC2439.and adjusted by the National Geodetic Survey in March 1998..
 OC2439
 OC2439.The orthometric height was scaled from a topographic map.
 OC2439
 OC2439.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2439
 OC2439.The geoid height was determined by GEOID03.
 OC2439
 OC2439;                    North         East     Units Scale Factor Converg.
 OC2439;SPC ME W     -    29,057.249   851,286.589   MT  0.99999585   -0 24 31.6
 OC2439;SPC NH       -    66,305.627   373,408.936   MT  1.00003293   +0 36 57.7
 OC2439;SPC NH       -   217,537.71  1,225,092.48   sFT  1.00003293   +0 36 57.7
 OC2439;UTM  19      - 4,772,691.714   356,353.949   MT  0.99985384   -1 12 21.7
 OC2439
 OC2439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2439!SPC ME W     -   1.00000327  x   0.99999585  =   0.99999912
 OC2439!SPC NH       -   1.00000327  x   1.00003293  =   1.00003620
 OC2439!UTM  19      -   1.00000327  x   0.99985384  =   0.99985711
 OC2439
 OC2439:                Primary Azimuth Mark                     Grid Az
 OC2439:SPC ME W     -  PORTSMOUTH ELEC L AND P TANK             164 13 36.9
 OC2439:SPC NH       -  PORTSMOUTH ELEC L AND P TANK             163 12 07.6
 OC2439:UTM  19      -  PORTSMOUTH ELEC L AND P TANK             165 01 27.0
 OC2439
 OC2439|---------------------------------------------------------------------|
 OC2439| PID    Reference Object                     Distance      Geod. Az  |
 OC2439|                                                           dddmmss.s |
 OC2439| OC2462 PORTSMOUTH ELEC L AND P TANK        APPROX. 1.2 KM 1634905.3 |
 OC2439| OC2457 PORTSMOUTH CATHOLIC CH SPIRE        APPROX. 2.3 KM 1770229.8 |
 OC2439| OC2437 JOHN SMITH BARN CUPOLA              APPROX. 0.6 KM 1853025.6 |
 OC2439| OC2436 JOHN SMITH HOUSE CUPOLA             APPROX. 0.6 KM 1861950.8 |
 OC2439| OC2438 FREEMAN                             327.253 METERS 18836     |
 OC2439| OC2435 JONES 1900                          254.151 METERS 20142     |
 OC2439| OC2423 OLD WHARF WEST CORNER SPILE         461.301 METERS 2674530.5 |
 OC2439| OC2452 NORTH                               APPROX. 7.8 KM 2674908.3 |
 OC2439| OC2424 BOATHOUSE MRS DICKSONS S GABLE      498.305 METERS 2942632.5 |
 OC2439| OC2426 COLE 1900                           452.033 METERS 2972932.8 |
 OC2439| OC2418 S ELIOT SCHOOLHOUSE 7 FLAG          APPROX. 1.3 KM 3082148.2 |
 OC2439| OC2434 ELIOT H SPINNEYS STORE S GABLE      432.393 METERS 3290440.8 |
 OC2439|---------------------------------------------------------------------|
 OC2439
 OC2439                          SUPERSEDED SURVEY CONTROL
 OC2439
 OC2439  NAD 83(1992)-  43 05 36.01560(N)    070 45 54.00931(W) AD(       ) 3
 OC2439  NAD 83(1986)-  43 05 36.01938(N)    070 45 54.01486(W) AD(       ) 3
 OC2439  NAD 27      -  43 05 35.69000(N)    070 45 55.83000(W) AD(       ) 3
 OC2439
 OC2439.Superseded values are not recommended for survey control.
 OC2439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2439.See file dsdata.txt to determine how the superseded data were derived.
 OC2439
 OC2439_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH5635472692(NAD 83)
 OC2439
 OC2439  HISTORY     - Date     Condition        Report By
 OC2439  HISTORY     - 1900     MONUMENTED       CGS
 OC2439  HISTORY     - 1903     SEE DESCRIPTION  CGS
 OC2439  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OC2439
 OC2439                          STATION DESCRIPTION
 OC2439
 OC2439'DESCRIBED BY COAST AND GEODETIC SURVEY 1903
 OC2439'STATION IS ON HURD POINT, EXTREME ROCKY POINT, ON SOLID LEDGE
 OC2439'ABOUT 2-1/2 FEET ABOVE HIGH WATER.  THE STATION IS MARKED
 OC2439'BY A DRILL HOLE IN SOLID LEDGE.  THERE IS ANOTHER SHARP ROCKY
 OC2439'POINT ABOUT 100 YARDS UP THE RIVER, ON THE HURD PROPERTY,
 OC2439
 OC2439                          STATION RECOVERY (1943)
 OC2439
 OC2439'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 OC2439'STATION WAS NOT RECOVERED.  THE 1900 DESCRIPTION IS INADEQUATE
 OC2439'FOR PRESENT DAY RECOVERY.
 OC2439'
 OC2439'IT IS RECOMMENDED THAT THIS STATION BE CLASSIFIED AS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2092 ***********************************************************************
 PE2092  DESIGNATION -  HURRICANE ISLAND 1859
 PE2092  PID         -  PE2092
 PE2092  STATE/COUNTY-  ME/KNOX
 PE2092  USGS QUAD   -  LEADBETTER ISLAND (1982)
 PE2092
 PE2092                         *CURRENT SURVEY CONTROL
 PE2092  ___________________________________________________________________
 PE2092* NAD 83(1996)-  44 02 07.89777(N)    068 53 26.10881(W)     ADJUSTED  
 PE2092* NAVD 88     -        50.     (meters)     164.     (feet)  SCALED    
 PE2092  ___________________________________________________________________
 PE2092  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 PE2092  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 PE2092
 PE2092  HORZ ORDER  -  THIRD
 PE2092
 PE2092.The horizontal coordinates were established by classical geodetic methods
 PE2092.and adjusted by the National Geodetic Survey in March 1998..
 PE2092
 PE2092.The orthometric height was scaled from a topographic map.
 PE2092
 PE2092.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2092
 PE2092.The geoid height was determined by GEOID03.
 PE2092
 PE2092;                    North         East     Units Scale Factor Converg.
 PE2092;SPC ME E     -    41,053.917   268,694.423   MT  0.99991205   -0 16 17.4
 PE2092;UTM  19      - 4,875,824.595   508,766.952   MT  0.99960095   +0 04 33.8
 PE2092
 PE2092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2092!SPC ME E     -   0.99999610  x   0.99991205  =   0.99990815
 PE2092!UTM  19      -   0.99999610  x   0.99960095  =   0.99959705
 PE2092
 PE2092:                Primary Azimuth Mark                     Grid Az
 PE2092:SPC ME E     -  LANES ISLAND POLE                        091 40 58.3
 PE2092:UTM  19      -  LANES ISLAND POLE                        091 20 07.1
 PE2092
 PE2092|---------------------------------------------------------------------|
 PE2092| PID    Reference Object                     Distance      Geod. Az  |
 PE2092|                                                           dddmmss.s |
 PE2092| PE2078 LANES ISLAND POLE                   APPROX. 4.6 KM 0912440.9 |
 PE2092| OB0297 TWO BUSH ISLAND LH                  APPROX.16.7 KM 2414508.8 |
 PE2092|---------------------------------------------------------------------|
 PE2092
 PE2092                          SUPERSEDED SURVEY CONTROL
 PE2092
 PE2092  NAD 83(1992)-  44 02 07.90380(N)    068 53 26.08844(W) AD(       ) 3
 PE2092  NAD 83(1986)-  44 02 07.90796(N)    068 53 26.09327(W) AD(       ) 3
 PE2092  NAD 27      -  44 02 07.61300(N)    068 53 27.98600(W) AD(       ) 3
 PE2092
 PE2092.Superseded values are not recommended for survey control.
 PE2092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2092.See file dsdata.txt to determine how the superseded data were derived.
 PE2092
 PE2092_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ0876775825(NAD 83)
 PE2092
 PE2092  HISTORY     - Date     Condition        Report By
 PE2092  HISTORY     - 1859     MONUMENTED       COASUR
 PE2092  HISTORY     - 1908     SEE DESCRIPTION  CGS
 PE2092  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2092  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE2092
 PE2092                          STATION DESCRIPTION
 PE2092
 PE2092'DESCRIBED BY COAST AND GEODETIC SURVEY 1908
 PE2092'ON THE SUMMIT OF A BARE ROCKY HILL, ON THE ISLAND OF THAT NAME,
 PE2092'WHICH LIES IN THE MOUTH OF PENOBSCOT BAY ABOUT 3/4 MILE W OF
 PE2092'GREEN ISLAND, WHICH LIES CLOSE TO THE SW CORNER OF VINAL
 PE2092'HAVEN ISLAND.
 PE2092'
 PE2092'THE STATION MARK IS A COPPER BOLT SET IN A HOLE IN A ROCK.
 PE2092'
 PE2092'TWO REFERENCE MARKS, 3/4-INCH DRILL HOLE FILLED WITH LEAD, ARE
 PE2092'PLACED RESPECTIVELY, 17.23 METERS SE AND 15.45 METERS NNE
 PE2092'OF THE STATION.
 PE2092
 PE2092                          STATION RECOVERY (1934)
 PE2092
 PE2092'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2092'THE STATION WAS RECOVERED AS DESCRIBED.  IT IS ON THE HIGHEST
 PE2092'POINT OF THE NW PORTION OF HURRICANE ISLAND, WHICH IS 10 MILES
 PE2092'SE OF ROCKLAND HARBOR, 2-1/2 MILES WSW OF VINAL HAVEN VILLAGE
 PE2092'AND 4 MILES SSE OF THE SW ENTRANCE TO FOX ISLANDS THOROUGHFARE.
 PE2092'
 PE2092'THE STATION MARK, A COPPER BOLT, WAS IN GOOD CONDITION
 PE2092'AND WAS LEFT INTACT.  TWO NEW REFERENCE MARKS WERE SET.  BOTH
 PE2092'ARE STANDARD BRONZE DISKS WEDGED IN DRILL HOLES IN OUTCROPPING
 PE2092'BEDROCK.
 PE2092'
 PE2092'REFERENCE MARK NO. 1 IS ON THE NORTHERN END OF THE SAME HIGH
 PE2092'LEDGE AS STATION AND ON THE HIGHEST POINT ON THE LEDGE.
 PE2092'
 PE2092'REFERENCE MARK NO. 2 IS IN A FLAT LEDGE ACROSS A SMALL
 PE2092'DEPRESSION E OF THE HIGHEST LEDGE.
 PE2092
 PE2092                          STATION RECOVERY (1944)
 PE2092
 PE2092'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE2092'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  RECOVERY
 PE2092'NOTE OF K.G.C. IN 1934 IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2730 ***********************************************************************
 OC2730  DESIGNATION -  HUSSEY
 OC2730  PID         -  OC2730
 OC2730  STATE/COUNTY-  ME/YORK
 OC2730  USGS QUAD   -  GREAT EAST LAKE (1995)
 OC2730
 OC2730                         *CURRENT SURVEY CONTROL
 OC2730  ___________________________________________________________________
 OC2730* NAD 83(1996)-  43 30 51.49931(N)    070 56 16.58350(W)     ADJUSTED  
 OC2730* NAVD 88     -       318.3    (meters)    1044.     (feet)  VERTCON   
 OC2730  ___________________________________________________________________
 OC2730  LAPLACE CORR-           2.42  (seconds)                    DEFLEC99
 OC2730  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 OC2730
 OC2730  HORZ ORDER  -  FIRST
 OC2730
 OC2730.The horizontal coordinates were established by classical geodetic methods
 OC2730.and adjusted by the National Geodetic Survey in March 1998..
 OC2730
 OC2730.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2730
 OC2730.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2730
 OC2730.The geoid height was determined by GEOID03.
 OC2730
 OC2730;                    North         East     Units Scale Factor Converg.
 OC2730;SPC ME W     -    75,939.840   837,638.693   MT  1.00001448   -0 31 51.8
 OC2730;UTM  19      - 4,819,754.388   343,363.950   MT  0.99990180   -1 20 04.6
 OC2730
 OC2730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2730!SPC ME W     -   0.99995429  x   1.00001448  =   0.99996877
 OC2730!UTM  19      -   0.99995429  x   0.99990180  =   0.99985609
 OC2730
 OC2730:                Primary Azimuth Mark                     Grid Az
 OC2730:SPC ME W     -  MILTON MILLS PWM RAD E MAST              152 46 34.0
 OC2730:UTM  19      -  MILTON MILLS PWM RAD E MAST              153 34 46.8
 OC2730
 OC2730|---------------------------------------------------------------------|
 OC2730| PID    Reference Object                     Distance      Geod. Az  |
 OC2730|                                                           dddmmss.s |
 OC2730| OC2729 MILTON MILLS PWM RAD E MAST         APPROX. 1.5 KM 1521442.2 |
 OC2730| CE8246 HUSSEY RM 2                          20.753 METERS 17623     |
 OC2730| CE8245 HUSSEY RM 1                          18.558 METERS 31732     |
 OC2730| OC2731 ACTON                               APPROX. 9.6 KM 3474359.3 |
 OC2730|---------------------------------------------------------------------|
 OC2730
 OC2730                          SUPERSEDED SURVEY CONTROL
 OC2730
 OC2730  NAD 83(1992)-  43 30 51.49730(N)    070 56 16.58536(W) AD(       ) 1
 OC2730  NAD 83(1986)-  43 30 51.50459(N)    070 56 16.59208(W) AD(       ) 1
 OC2730  NAD 27      -  43 30 51.21449(N)    070 56 18.36369(W) AD(       ) 1
 OC2730  NGVD 29 (07/19/86)  318.5    (m)         1045.     (f) VERT ANG       
 OC2730
 OC2730.Superseded values are not recommended for survey control.
 OC2730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2730.See file dsdata.txt to determine how the superseded data were derived.
 OC2730
 OC2730_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ4336419754(NAD 83)
 OC2730_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OC2730_SETTING: 66 = SET IN ROCK OUTCROP
 OC2730
 OC2730  HISTORY     - Date     Condition        Report By
 OC2730  HISTORY     - 1976     MONUMENTED       NGS
 OC2730
 OC2730                          STATION DESCRIPTION
 OC2730
 OC2730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2730'THE STATION IS LOCATED ON HUSSEY HILL, ABOUT 2.6 MILES NORTH
 OC2730'OF MILLER CORNER, 2 MILES SOUTHWEST OF ACTON, 1 MILE EAST OF
 OC2730'THE MAINE/NEW HAMPSHIRE STATE LINE AND ABOUT 200 FEET
 OC2730'SOUTHEAST OF THE SUMMIT ON PROPERTY OWNED BY MR. AND MRS.
 OC2730'ROBERT DEPORTA, 160 PICKERING STREET, MANCHESTER, NEW
 OC2730'HAMPSHIRE, 03104.
 OC2730'
 OC2730'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 11
 OC2730'AND 109 IN SHAPLEIGH ABOUT 5 MILES NORTHWEST OF SANFORD,
 OC2730'PROCEED NORTHWEST ON ROUTE 109 FOR 1.15 MILES TO A PAVED
 OC2730'ROAD LEFT, AND THE ACTON FAIR GROUNDS ON THE RIGHT. TURN
 OC2730'LEFT, PROCEED WEST FOR 3.25 MILES TO A FORK IN THE ROAD.
 OC2730'KEEP RIGHT, CONTINUE FOR 1.2 MILES TO A GRAVELED ROAD ON
 OC2730'THE RIGHT. TURN RIGHT, GO NORTHWEST FOR 0.6 MILE TO A FORK
 OC2730'IN THE ROAD. KEEP LEFT, CONTINUE FOR 0.2 MILE TO A TRACK
 OC2730'ROAD ON THE RIGHT. TURN RIGHT, GO FOR 0.05 MILE TO A DIM
 OC2730'TRACK ROAD ON THE RIGHT. TURN RIGHT, PROCEED UPHILL FOR
 OC2730'0.15 MILE TO A ROCK WALL AND THE STATION MARK ON THE LEFT.
 OC2730'
 OC2730'THE STATION MARK IS A STANDARD DISK STAMPED---HUSSEY 1975---.
 OC2730'IT IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 OC2730'IT IS 15.5 FEET EAST OF A NORTH-SOUTH ROCK WALL AND 15.8
 OC2730'FEET NORTH-NORTHWEST OF A TRIANGULAR BLAZED 12-INCH PINE
 OC2730'TREE.
 OC2730'
 OC2730'REFERENCE MARK 1, STAMPED---HUSSEY NO 1 1975---, IS A
 OC2730'STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 OC2730'BEDROCK. IT IS 59.0 FEET EAST OF A NORTH-SOUTH ROCK WALL
 OC2730'AND 0.9 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST.
 OC2730'
 OC2730'REFERENCE MARK 2, STAMPED---HUSSEY NO 2 1975---, IS A
 OC2730'STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER. IT IS
 OC2730'8.7 FEET EAST OF A NORTH-SOUTH ROCK WALL AND 1.1 FEET
 OC2730'NORTH-NORTHEAST OF A METAL WITNESS POST.
 OC2730'
 OC2730'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
 OC2730'
 OC2730'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 27.0 METERS.
 OC2730'
 OC2730'REFERENCE MARK 1 TO 2 WAS NOT MEASURED DUE TO TREES.
 OC2730'
 OC2730'DESCRIBED BY JOHN R. HIGGINS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1093 ***********************************************************************
 QF1093  DESIGNATION -  HUT IBC
 QF1093  PID         -  QF1093
 QF1093  STATE/COUNTY-  ME/WASHINGTON
 QF1093  USGS QUAD   -  KELLEYLAND (1988)
 QF1093
 QF1093                         *CURRENT SURVEY CONTROL
 QF1093  ___________________________________________________________________
 QF1093* NAD 83(1996)-  45 22 22.44059(N)    067 25 42.17627(W)     ADJUSTED  
 QF1093* NAVD 88     -        67.     (meters)     220.     (feet)  SCALED    
 QF1093  ___________________________________________________________________
 QF1093  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 QF1093  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 QF1093
 QF1093  HORZ ORDER  -  THIRD
 QF1093
 QF1093.The horizontal coordinates were established by classical geodetic methods
 QF1093.and adjusted by the National Geodetic Survey in March 1998..
 QF1093
 QF1093.The orthometric height was scaled from a topographic map.
 QF1093
 QF1093.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1093
 QF1093.The geoid height was determined by GEOID03.
 QF1093
 QF1093;                    North         East     Units Scale Factor Converg.
 QF1093;SPC ME E     -   190,140.458   383,935.350   MT  0.99998659   +0 45 45.7
 QF1093;UTM  19      - 5,025,577.572   623,061.238   MT  0.99978620   +1 07 07.1
 QF1093
 QF1093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1093!SPC ME E     -   0.99999323  x   0.99998659  =   0.99997982
 QF1093!UTM  19      -   0.99999323  x   0.99978620  =   0.99977943
 QF1093
 QF1093                          SUPERSEDED SURVEY CONTROL
 QF1093
 QF1093  NAD 83(1992)-  45 22 22.43821(N)    067 25 42.17569(W) AD(       ) 3
 QF1093  NAD 83(1986)-  45 22 22.44211(N)    067 25 42.18365(W) AD(       ) 3
 QF1093  NAD 27      -  45 22 22.18100(N)    067 25 44.16800(W) AD(       ) 3
 QF1093
 QF1093.Superseded values are not recommended for survey control.
 QF1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1093.See file dsdata.txt to determine how the superseded data were derived.
 QF1093
 QF1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2306125578(NAD 83)
 QF1093_MARKER: X = CHISELED CROSS
 QF1093_SETTING: 80 = SET IN A BOULDER
 QF1093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1093+STABILITY: SURFACE MOTION
 QF1093
 QF1093  HISTORY     - Date     Condition        Report By
 QF1093  HISTORY     - 1910     MONUMENTED       IBC
 QF1093
 QF1093                          STATION DESCRIPTION
 QF1093
 QF1093'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (AJB)
 QF1093'ON THE W SIDE OF THE ST CROIX RIVER ABOUT 350 FEET UPSTREAM FROM
 QF1093'DOG FALLS.
 QF1093'
 QF1093'STATION MARK IS THE CENTER OF A CROSS CUT IN A ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2152 ***********************************************************************
 PE2152  DESIGNATION -  HUTCHINS
 PE2152  PID         -  PE2152
 PE2152  STATE/COUNTY-  ME/HANCOCK
 PE2152  USGS QUAD   -  ORLAND (1982)
 PE2152
 PE2152                         *CURRENT SURVEY CONTROL
 PE2152  ___________________________________________________________________
 PE2152* NAD 83(1996)-  44 33 33.35205(N)    068 43 52.70138(W)     ADJUSTED  
 PE2152* NAVD 88     -        88.     (meters)     289.     (feet)  SCALED    
 PE2152  ___________________________________________________________________
 PE2152  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 PE2152  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 PE2152
 PE2152  HORZ ORDER  -  SECOND
 PE2152
 PE2152.The horizontal coordinates were established by classical geodetic methods
 PE2152.and adjusted by the National Geodetic Survey in March 1998..
 PE2152
 PE2152.The orthometric height was scaled from a topographic map.
 PE2152
 PE2152.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2152
 PE2152.The geoid height was determined by GEOID03.
 PE2152
 PE2152;                    North         East     Units Scale Factor Converg.
 PE2152;SPC ME E     -    99,196.618   281,624.821   MT  0.99990415   -0 09 44.3
 PE2152;UTM  19      - 4,934,027.272   521,338.925   MT  0.99960560   +0 11 18.7
 PE2152
 PE2152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2152!SPC ME E     -   0.99999015  x   0.99990415  =   0.99989430
 PE2152!UTM  19      -   0.99999015  x   0.99960560  =   0.99959576
 PE2152
 PE2152|---------------------------------------------------------------------|
 PE2152| PID    Reference Object                     Distance      Geod. Az  |
 PE2152|                                                           dddmmss.s |
 PE2152| CE8030 HUTCHINS RM 1                         6.212 METERS 00644     |
 PE2152| CE8031 HUTCHINS RM 2                         5.052 METERS 08043     |
 PE2152| PE2181 ERSKINE                             APPROX. 7.2 KM 2471512.6 |
 PE2152| PE2187 BUCKSPORT FORT KNOX FLAGPOLE        APPROX. 5.7 KM 2774656.5 |
 PE2152| PE2189 BUCKSPORT ME SEABO PAPER CO TK      APPROX. 6.1 KM 2850200.1 |
 PE2152| PE2185 BUCKSPORT SILVER STANDPIPE          APPROX. 5.5 KM 2953057.7 |
 PE2152|---------------------------------------------------------------------|
 PE2152
 PE2152                          SUPERSEDED SURVEY CONTROL
 PE2152
 PE2152  NAD 83(1992)-  44 33 33.35086(N)    068 43 52.68727(W) AD(       ) 2
 PE2152  NAD 83(1986)-  44 33 33.35029(N)    068 43 52.68986(W) AD(       ) 2
 PE2152  NAD 27      -  44 33 33.08200(N)    068 43 54.58000(W) AD(       ) 2
 PE2152
 PE2152.Superseded values are not recommended for survey control.
 PE2152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2152.See file dsdata.txt to determine how the superseded data were derived.
 PE2152
 PE2152_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK2133934027(NAD 83)
 PE2152
 PE2152  HISTORY     - Date     Condition        Report By
 PE2152  HISTORY     - 1934     MONUMENTED       CGS
 PE2152  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE2152
 PE2152                          STATION DESCRIPTION
 PE2152
 PE2152'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE2152'STATION AND REFERENCE MARKS RECOVERED IN GOOD
 PE2152'CONDITION.  DESCRIPTION IS ADEQUATE WITH THE FOLLOWING
 PE2152'EXCEPTIONS--THE HILL ON WHICH THE STATION IS LOCATED IS NOW VERY
 PE2152'WOODED.  MR. GEORGE A. HUTCHINS NO LONGER OWNS THE PROPERTY, HIS
 PE2152'BROTHER OWNS PROPERTY TO THE N AND CAN TELL ABOUT THE
 PE2152'STATION.  ROAD IN FIELD IS STILL VISIBLE ALTHOUGH A BARN HAS
 PE2152'BEEN BUILT ACROSS IT.  THERE IS NOW NO BAR GATE.  FOLLOW ROAD UP
 PE2152'HILL THROUGH WOODS UNTIL IT DIPS DOWN AGAIN (SUMMIT), THEN
 PE2152'FOLLOW RIDGE TO SE TO STATION WHICH IS ON VERY TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0570 ***********************************************************************
 QF0570  DESIGNATION -  HUTCHINS HOUSE CHIMNEY IBC
 QF0570  PID         -  QF0570
 QF0570  STATE/COUNTY-  ME/WASHINGTON
 QF0570  USGS QUAD   -  VANCEBORO (1988)
 QF0570
 QF0570                         *CURRENT SURVEY CONTROL
 QF0570  ___________________________________________________________________
 QF0570* NAD 83(1996)-  45 34 16.93770(N)    067 25 34.72160(W)     ADJUSTED  
 QF0570* NAVD 88     -       131.     (meters)     430.     (feet)  SCALED    
 QF0570  ___________________________________________________________________
 QF0570  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 QF0570  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 QF0570
 QF0570  HORZ ORDER  -  THIRD
 QF0570
 QF0570.The horizontal coordinates were established by classical geodetic methods
 QF0570.and adjusted by the National Geodetic Survey in March 1998..
 QF0570
 QF0570.The orthometric height was scaled from a topographic map.
 QF0570
 QF0570.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0570
 QF0570.The geoid height was determined by GEOID03.
 QF0570
 QF0570;                    North         East     Units Scale Factor Converg.
 QF0570;SPC ME E     -   212,198.669   383,802.850   MT  0.99998632   +0 46 00.4
 QF0570;UTM  19      - 5,047,630.105   622,791.529   MT  0.99978538   +1 07 26.2
 QF0570
 QF0570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0570!SPC ME E     -   0.99998320  x   0.99998632  =   0.99996952
 QF0570!UTM  19      -   0.99998320  x   0.99978538  =   0.99976858
 QF0570
 QF0570                          SUPERSEDED SURVEY CONTROL
 QF0570
 QF0570  NAD 83(1992)-  45 34 16.93347(N)    067 25 34.71874(W) AD(       ) 4
 QF0570  NAD 83(1986)-  45 34 16.93785(N)    067 25 34.72864(W) AD(       ) 4
 QF0570  NAD 27      -  45 34 16.69500(N)    067 25 36.72700(W) AD(       ) 3
 QF0570
 QF0570.Superseded values are not recommended for survey control.
 QF0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0570.See file dsdata.txt to determine how the superseded data were derived.
 QF0570
 QF0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2279247630(NAD 83)
 QF0570_MARKER: 85 = CHIMNEY
 QF0570
 QF0570  HISTORY     - Date     Condition        Report By
 QF0570  HISTORY     - 1924     FIRST OBSERVED   IBC
 QF0570  HISTORY     - 1955     GOOD             IBC
 QF0570
 QF0570                          STATION DESCRIPTION
 QF0570
 QF0570'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1924 (JH)
 QF0570'ON THE W SIDE OF AND AT THE LOWER END OF SPEDNIK LAKE.  THE HOUSE IS A
 QF0570'SUMMER COTTAGE KNOWN AS HUTCHINS HOUSE, AND STANDS ABOUT 250 METERS
 QF0570'ABOVE THE DAM AT THE FOOT OF THE LAKE ON THE NE EDGE OF A LITTLE
 QF0570'KNOLL ON THE W SIDE OF THE ROAD PARALLELING THE LAKE SHORE.  STATION
 QF0570'HIDDEN FROM LAKE BY TREES IN 1946.
 QF0570'
 QF0570'STATION MARK IS THE CENTER OF BRICK CHIMNEY, THE ONLY CHIMNEY ON
 QF0570'THE HOUSE.
 QF0570
 QF0570                          STATION RECOVERY (1955)
 QF0570
 QF0570'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF0570'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1650 ***********************************************************************
 QF1650  DESIGNATION -  HY U IBC
 QF1650  PID         -  QF1650
 QF1650  STATE/COUNTY-  ME/WASHINGTON
 QF1650  USGS QUAD   -  FOREST CITY (1988)
 QF1650
 QF1650                         *CURRENT SURVEY CONTROL
 QF1650  ___________________________________________________________________
 QF1650* NAD 83(1996)-  45 40 46.32604(N)    067 42 52.40398(W)     ADJUSTED  
 QF1650* NAVD 88     -       119.     (meters)     390.     (feet)  SCALED    
 QF1650  ___________________________________________________________________
 QF1650  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 QF1650  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 QF1650
 QF1650  HORZ ORDER  -  THIRD
 QF1650
 QF1650.The horizontal coordinates were established by classical geodetic methods
 QF1650.and adjusted by the National Geodetic Survey in March 1998..
 QF1650
 QF1650.The orthometric height was scaled from a topographic map.
 QF1650
 QF1650.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1650
 QF1650.The geoid height was determined by GEOID03.
 QF1650
 QF1650;                    North         East     Units Scale Factor Converg.
 QF1650;SPC ME E     -   223,958.478   361,187.164   MT  0.99994601   +0 33 43.0
 QF1650;UTM  19      - 5,059,246.125   600,107.721   MT  0.99972321   +0 55 11.1
 QF1650
 QF1650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1650!SPC ME E     -   0.99998510  x   0.99994601  =   0.99993111
 QF1650!UTM  19      -   0.99998510  x   0.99972321  =   0.99970832
 QF1650
 QF1650|---------------------------------------------------------------------|
 QF1650| PID    Reference Object                     Distance      Geod. Az  |
 QF1650|                                                           dddmmss.s |
 QF1650| QF1649 REFERENCE MON 78=LOST               129.509 METERS 10058     |
 QF1650| QF1657 NOGO IBC                            430.638 METERS 2503429.5 |
 QF1650| QF1658 HALO IBC                            413.434 METERS 2745714.9 |
 QF1650| QF1655 BOB IBC                             340.765 METERS 30243     |
 QF1650| QF1652 REFERENCE MON 77=PLUMB              179.632 METERS 34654     |
 QF1650|---------------------------------------------------------------------|
 QF1650
 QF1650                          SUPERSEDED SURVEY CONTROL
 QF1650
 QF1650  NAD 83(1992)-  45 40 46.32310(N)    067 42 52.40231(W) AD(       ) 3
 QF1650  NAD 83(1986)-  45 40 46.32775(N)    067 42 52.41824(W) AD(       ) 3
 QF1650  NAD 27      -  45 40 46.10700(N)    067 42 54.38900(W) AD(       ) 3
 QF1650
 QF1650.Superseded values are not recommended for survey control.
 QF1650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1650.See file dsdata.txt to determine how the superseded data were derived.
 QF1650
 QF1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL0010859246(NAD 83)
 QF1650_MARKER: DD = SURVEY DISK
 QF1650_SETTING: 80 = SET IN A BOULDER
 QF1650_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF1650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1650+STABILITY: SURFACE MOTION
 QF1650
 QF1650  HISTORY     - Date     Condition        Report By
 QF1650  HISTORY     - 1912     MONUMENTED       IBC
 QF1650  HISTORY     - 1955     GOOD             IBC
 QF1650  HISTORY     - 1972     GOOD             IBC
 QF1650
 QF1650                          STATION DESCRIPTION
 QF1650
 QF1650'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (AJB)
 QF1650'ON THE POINT IN SPEDNIK LAKE THAT FORMS THE S SIDE OF THE MOUTH OF
 QF1650'THE BAY INTO WHICH THE RIVER FROM MUD LAKE FLOWS.  THE STATION IS
 QF1650'40 FEET INSIDE THE WOODS, ON A ROCK 2 METERS WIDE, 3.5 METERS LONG,
 QF1650'AND 1.5 METERS HIGH, WITH A HIGHER ROCK 5 METERS SW.  STATION IS
 QF1650'DIRECTLY INSHORE FORM A 20 - INCH PINE ON THE BANK, THE LARGEST TREE
 QF1650'ON THE POINT, AND IS 123.48 FEET S OF STATION ALL.
 QF1650'
 QF1650'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE IN THE ROCK.  THREE
 QF1650'CROSSES WITHIN TRIANGLES ARE CUT IN THE ROCK AT THE FOLLOWING
 QF1650'DISTANCES FROM THE STATION--0.73, 0.73, AND 1.14 METERS.
 QF1650
 QF1650                          STATION RECOVERY (1955)
 QF1650
 QF1650'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1650'STATION RECOVERED IN GOOD CONDITION.
 QF1650
 QF1650                          STATION RECOVERY (1972)
 QF1650
 QF1650'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1650'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0699 ***********************************************************************
 QF0699  DESIGNATION -  HYMURCH
 QF0699  PID         -  QF0699
 QF0699  STATE/COUNTY-  ME/WASHINGTON
 QF0699  USGS QUAD   -  DEVILS HEAD (1977)
 QF0699
 QF0699                         *CURRENT SURVEY CONTROL
 QF0699  ___________________________________________________________________
 QF0699* NAD 83(1996)-  45 09 51.59886(N)    067 11 46.88471(W)     ADJUSTED  
 QF0699* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 QF0699  ___________________________________________________________________
 QF0699  LAPLACE CORR-           3.66  (seconds)                    DEFLEC99
 QF0699  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 QF0699
 QF0699  HORZ ORDER  -  THIRD
 QF0699
 QF0699.The horizontal coordinates were established by classical geodetic methods
 QF0699.and adjusted by the National Geodetic Survey in March 1998..
 QF0699
 QF0699.The orthometric height was scaled from a topographic map.
 QF0699
 QF0699.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0699
 QF0699.The geoid height was determined by GEOID03.
 QF0699
 QF0699;                    North         East     Units Scale Factor Converg.
 QF0699;SPC ME E     -   167,231.427   402,483.602   MT  1.00002910   +0 55 28.3
 QF0699;UTM  19      - 5,002,788.366   641,747.629   MT  0.99984705   +1 16 45.2
 QF0699
 QF0699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0699!SPC ME E     -   1.00000350  x   1.00002910  =   1.00003260
 QF0699!UTM  19      -   1.00000350  x   0.99984705  =   0.99985055
 QF0699
 QF0699:                Primary Azimuth Mark                     Grid Az
 QF0699:SPC ME E     -  BROWN IBC                                018 57 09.3
 QF0699:UTM  19      -  BROWN IBC                                018 35 52.4
 QF0699
 QF0699|---------------------------------------------------------------------|
 QF0699| PID    Reference Object                     Distance      Geod. Az  |
 QF0699|                                                           dddmmss.s |
 QF0699| QF0725 BROWN IBC                           APPROX. 0.5 KM 0195237.6 |
 QF0699| QF0739 SPRUCE POINT LH FINIAL IBC          APPROX. 0.9 KM 0683833.3 |
 QF0699| QF0740 SPRUCE POINT IBC                    APPROX. 0.9 KM 0685829.7 |
 QF0699| CE8894 HYMURCH RM 1                          8.952 METERS 13408     |
 QF0699| QF0718 QUARANTINE PIER SE COR BCN          APPROX. 1.0 KM 2990915.1 |
 QF0699| CE8895 HYMURCH RM 2                          8.747 METERS 30253     |
 QF0699|---------------------------------------------------------------------|
 QF0699
 QF0699                          SUPERSEDED SURVEY CONTROL
 QF0699
 QF0699  NAD 83(1992)-  45 09 51.59324(N)    067 11 46.88287(W) AD(       ) 3
 QF0699  NAD 83(1986)-  45 09 51.59610(N)    067 11 46.88793(W) AD(       ) 3
 QF0699  NAD 27      -  45 09 51.31500(N)    067 11 48.92500(W) AD(       ) 3
 QF0699
 QF0699.Superseded values are not recommended for survey control.
 QF0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0699.See file dsdata.txt to determine how the superseded data were derived.
 QF0699
 QF0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL4174802788(NAD 83)
 QF0699_MARKER: DH = HORIZONTAL CONTROL DISK
 QF0699_SETTING: 66 = SET IN ROCK OUTCROP
 QF0699
 QF0699  HISTORY     - Date     Condition        Report By
 QF0699  HISTORY     - 1909     MONUMENTED       IBC
 QF0699  HISTORY     - 1946     SEE DESCRIPTION  CGS
 QF0699  HISTORY     - 1972     GOOD             IBC
 QF0699
 QF0699                          STATION DESCRIPTION
 QF0699
 QF0699'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JEM)
 QF0699'ON THE S SHORE OF THE ST CROIX RIVER, ABOUT 5-1/4 MILES BELOW CALAIS,
 QF0699'ON A PROMINENT POINT 3/4 MILE BELOW MARK POINT LIGHT.  THE STATION IS
 QF0699'ABOUT 2 METERS INSIDE THE GRASS LINE, ON A BLACK GRANITE LEDGE COVERED
 QF0699'AT HIGH WATER.  ABOUT 15 METERS UPSTREAM IS A VERY LARGE GRAY GRANITE
 QF0699'BOULDER, AND A SHORT DISTANCE DOWNSTREAM IS THE SUMMER COTTAGE COTTAGE
 QF0699'OF HENRY MURCHIE.
 QF0699'
 QF0699'STATION MARK IS A BADLY DEFACED BRONZE DISK SET IN A DRILL HOLE IN THE
 QF0699'LEDGE.  A CROSS WITHIN A TRIANGLE IS CUT ON THE SLOPING TOP OF AN
 QF0699'EXPOSED LEDGE S 45 52 E, 8.95 METERS FROM THE STATION, AND A
 QF0699'LIKE MARK IS CUT ON THE TOP OF A LARGE TRIANGULAR PIERCE OF BLACK
 QF0699'GRANITE N 57 08 W, 8.75 METERS FROM THE STATION.  TWO EYEBOLTS
 QF0699'ARE 3.5 METERS EACH N AND E OF THE STATION.
 QF0699
 QF0699                          STATION RECOVERY (1946)
 QF0699
 QF0699'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (NWS)
 QF0699'THE STATION IS ON THE S SHORE OF THE ST. CROIX RIVER, ABOUT
 QF0699'5-1/4 MILES BELOW CALAIS, ON A PROMINENT POINT 3/4 MILE BELOW
 QF0699'MARK POINT LIGHT.  THE STATION IS ABOUT 2 METERS INSIDE THE
 QF0699'GRASS LINE, ON A BLACK GRANITE LEDGE COVERED AT HIGH WATER.  ABOUT
 QF0699'15 METERS UPSTREAM IS A VERY LARGE GRAY GRANITE BOULDER, AND A
 QF0699'SHORT DISTANCE DOWNSTREAM IS THE SUMMER COTTAGE OF HENRY
 QF0699'MURCHIE.
 QF0699'
 QF0699'THE STATION MARK IS A BADLY DEFACED BRONZE DISK SET IN A DRILL
 QF0699'HOLE IN THE LEDGE.  A CROSS WITHIN A TRIANGLE IS CUT ON THE
 QF0699'SLOPING TOP OF AN EXPOSED LEDGE S. 45 DEG 52 MIN E., 8.95 METERS
 QF0699'FROM THE STATION, AND A LIKE MARK IS CUT ON THE TOP OF A LARGE
 QF0699'TRIANGULAR PIECE OF BLACK GRANITE N. 57 DEG 08 MIN W., 8.75
 QF0699'METERS FROM THE STATION.  TWO EYEBOLTS ARE 3.5 METERS EACH N
 QF0699'AND E OF THE STATION.
 QF0699
 QF0699                          STATION RECOVERY (1972)
 QF0699
 QF0699'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF0699'STATION WAS RECOVERED AS DESCRIBED EXCEPT THAT THE SUMMER COTTAGE IS
 QF0699'NOW OWNED BY BOARDMAN HAVEY INSTEAD OF HENRY MURCHIE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0027 ***********************************************************************
 QH0027  DESIGNATION -  I
 QH0027  PID         -  QH0027
 QH0027  STATE/COUNTY-  ME/FRANKLIN
 QH0027  USGS QUAD   -  BOUNDARY POND (1970)
 QH0027
 QH0027                         *CURRENT SURVEY CONTROL
 QH0027  ___________________________________________________________________
 QH0027* NAD 83(1986)-  45 31 03.     (N)    070 38 25.     (W)     SCALED    
 QH0027* NAVD 88     -       482.625  (meters)    1583.41   (feet)  ADJUSTED  
 QH0027  ___________________________________________________________________
 QH0027  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 QH0027  DYNAMIC HT  -         482.587 (meters)    1583.29  (feet)  COMP
 QH0027  MODELED GRAV-     980,521.3   (mgal)                       NAVD 88
 QH0027
 QH0027  VERT ORDER  -  FIRST     CLASS II
 QH0027
 QH0027.The horizontal coordinates were scaled from a topographic map and have
 QH0027.an estimated accuracy of +/- 6 seconds.
 QH0027
 QH0027.The orthometric height was determined by differential leveling
 QH0027.and adjusted by the National Geodetic Survey in June 1991..
 QH0027
 QH0027.The geoid height was determined by GEOID03.
 QH0027
 QH0027.The dynamic height is computed by dividing the NAVD 88
 QH0027.geopotential number by the normal gravity value computed on the
 QH0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QH0027.degrees latitude (g = 980.6199 gals.).
 QH0027
 QH0027.The modeled gravity was interpolated from observed gravity values.
 QH0027
 QH0027;                    North         East    Units  Estimated Accuracy
 QH0027;SPC ME W     -   298,350.      863,000.      MT  (+/- 180 meters Scaled)
 QH0027
 QH0027                          SUPERSEDED SURVEY CONTROL
 QH0027
 QH0027  NGVD 29 (??/??/92)  482.802  (m)         1583.99   (f) ADJ UNCH    1 2
 QH0027
 QH0027.Superseded values are not recommended for survey control.
 QH0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0027.See file dsdata.txt to determine how the superseded data were derived.
 QH0027
 QH0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL718417(NAD 83)
 QH0027_MARKER: DB = BENCH MARK DISK
 QH0027_SETTING: 80 = SET IN A BOULDER
 QH0027_SP_SET: BOULDER
 QH0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0027+STABILITY: SURFACE MOTION
 QH0027
 QH0027  HISTORY     - Date     Condition        Report By
 QH0027  HISTORY     - UNK      MONUMENTED       CGS
 QH0027  HISTORY     - 1916     GOOD             NGS
 QH0027  HISTORY     - 1934     GOOD             NGS
 QH0027
 QH0027                          STATION DESCRIPTION
 QH0027
 QH0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1916
 QH0027'0.2 MI NE FROM LOWELLTOWN.
 QH0027'0.2 MILE NORTHEAST ALONG THE CANADIAN PACIFIC RAILWAY FROM THE
 QH0027'STATION AT LOWELLTOWN, FRANKLIN COUNTY, 50 YARDS SOUTH OF THE
 QH0027'TRACK, AND IN THE TOP OF A MEDIUM-SIZED BOULDER.  A STANDARD
 QH0027'DISK.
 QH0027
 QH0027                          STATION RECOVERY (1934)
 QH0027
 QH0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QH0027'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0857 ***********************************************************************
 QG0857  DESIGNATION -  I 1
 QG0857  PID         -  QG0857
 QG0857  STATE/COUNTY-  ME/PISCATAQUIS
 QG0857  USGS QUAD   -  MOOSEHEAD (1989)
 QG0857
 QG0857                         *CURRENT SURVEY CONTROL
 QG0857  ___________________________________________________________________
 QG0857* NAD 83(1986)-  45 33 59.     (N)    069 41 49.     (W)     SCALED    
 QG0857* NAVD 88     -       321.074  (meters)    1053.39   (feet)  ADJUSTED  
 QG0857  ___________________________________________________________________
 QG0857  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 QG0857  DYNAMIC HT  -         321.066 (meters)    1053.36  (feet)  COMP
 QG0857  MODELED GRAV-     980,581.2   (mgal)                       NAVD 88
 QG0857
 QG0857  VERT ORDER  -  FIRST     CLASS II
 QG0857
 QG0857.The horizontal coordinates were scaled from a topographic map and have
 QG0857.an estimated accuracy of +/- 6 seconds.
 QG0857
 QG0857.The orthometric height was determined by differential leveling
 QG0857.and adjusted by the National Geodetic Survey in June 1991..
 QG0857
 QG0857.The geoid height was determined by GEOID03.
 QG0857
 QG0857.The dynamic height is computed by dividing the NAVD 88
 QG0857.geopotential number by the normal gravity value computed on the
 QG0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0857.degrees latitude (g = 980.6199 gals.).
 QG0857
 QG0857.The modeled gravity was interpolated from observed gravity values.
 QG0857
 QG0857;                    North         East    Units  Estimated Accuracy
 QG0857;SPC ME E     -   211,780.      206,570.      MT  (+/- 180 meters Scaled)
 QG0857
 QG0857                          SUPERSEDED SURVEY CONTROL
 QG0857
 QG0857  NGVD 29 (??/??/92)  321.241  (m)         1053.94   (f) ADJ UNCH    1 2
 QG0857
 QG0857.Superseded values are not recommended for survey control.
 QG0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0857.See file dsdata.txt to determine how the superseded data were derived.
 QG0857
 QG0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL456461(NAD 83)
 QG0857_MARKER: DB = BENCH MARK DISK
 QG0857_SETTING: 80 = SET IN A BOULDER
 QG0857_SP_SET: BOULDER
 QG0857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0857+STABILITY: SURFACE MOTION
 QG0857
 QG0857  HISTORY     - Date     Condition        Report By
 QG0857  HISTORY     - UNK      MONUMENTED       CGS
 QG0857  HISTORY     - 1916     GOOD             NGS
 QG0857  HISTORY     - 1934     MARK NOT FOUND   NGS
 QG0857
 QG0857                          STATION DESCRIPTION
 QG0857
 QG0857'DESCRIBED BY NATIONAL GEODETIC SURVEY 1916
 QG0857'1.6 MI SE FROM MOOSEHEAD.
 QG0857'1.6 MILES SOUTHEAST ALONG THE CANADIAN PACIFIC RAILWAY FROM THE
 QG0857'STATION AT MOOSEHEAD, PISCATAQUIS COUNTY, 12 POLES SOUTH OF
 QG0857'MILEPOST 43, 20 YARDS EAST OF THE TRACK, AND IN THE TOP OF A
 QG0857'BOULDER.  A STANDARD DISK.
 QG0857
 QG0857                          STATION RECOVERY (1934)
 QG0857
 QG0857'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QG0857'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0251 ***********************************************************************
 QG0251  DESIGNATION -  I2
 QG0251  PID         -  QG0251
 QG0251  STATE/COUNTY-  ME/PISCATAQUIS
 QG0251  USGS QUAD   -  MILO NORTH (1988)
 QG0251
 QG0251                         *CURRENT SURVEY CONTROL
 QG0251  ___________________________________________________________________
 QG0251* NAD 83(1986)-  45 20 18.     (N)    068 56 59.     (W)     SCALED    
 QG0251* NAVD 88     -       141.431  (meters)     464.01   (feet)  ADJUSTED  
 QG0251  ___________________________________________________________________
 QG0251  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 QG0251  DYNAMIC HT  -         141.430 (meters)     464.01  (feet)  COMP
 QG0251  MODELED GRAV-     980,605.1   (mgal)                       NAVD 88
 QG0251
 QG0251  VERT ORDER  -  FIRST     CLASS II
 QG0251
 QG0251.The horizontal coordinates were scaled from a topographic map and have
 QG0251.an estimated accuracy of +/- 6 seconds.
 QG0251
 QG0251.The orthometric height was determined by differential leveling
 QG0251.and adjusted by the National Geodetic Survey in June 1991..
 QG0251
 QG0251.The geoid height was determined by GEOID03.
 QG0251
 QG0251.The dynamic height is computed by dividing the NAVD 88
 QG0251.geopotential number by the normal gravity value computed on the
 QG0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0251.degrees latitude (g = 980.6199 gals.).
 QG0251
 QG0251.The modeled gravity was interpolated from observed gravity values.
 QG0251
 QG0251;                    North         East    Units  Estimated Accuracy
 QG0251;SPC ME E     -   185,840.      264,750.      MT  (+/- 180 meters Scaled)
 QG0251
 QG0251                          SUPERSEDED SURVEY CONTROL
 QG0251
 QG0251  NGVD 29 (??/??/92)  141.60   (m)          464.6    (f) COMPUTED    1 2
 QG0251
 QG0251.Superseded values are not recommended for survey control.
 QG0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0251.See file dsdata.txt to determine how the superseded data were derived.
 QG0251
 QG0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL039205(NAD 83)
 QG0251_MARKER: DB = BENCH MARK DISK
 QG0251_SETTING: 80 = SET IN A BOULDER
 QG0251_SP_SET: BOULDER
 QG0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0251+STABILITY: SURFACE MOTION
 QG0251
 QG0251  HISTORY     - Date     Condition        Report By
 QG0251  HISTORY     - UNK      MONUMENTED       CGS
 QG0251  HISTORY     - 1953     GOOD             NGS
 QG0251
 QG0251                          STATION DESCRIPTION
 QG0251
 QG0251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 QG0251'1.9 MI NW FROM LAKE VIEW.
 QG0251'1.9 MILES NORTHWEST ALONG THE CANADIAN PACIFIC RAILWAY FROM THE
 QG0251'ROAD CROSSING AT LAKE VIEW, ABOUT 0.4 MILE NORTHWEST OF MILE
 QG0251'POST 97, ABOUT 13 RAILS NORTHWEST OF BRIDGE NO. 97.34, ON
 QG0251'THE OUTSIDE OF A LONG CURVE WITH TANGENTS EXTENDING EAST
 QG0251'AND NORTH, IN THE TOP OF A LARGE BOULDER, 30 FEET SOUTHWEST OF
 QG0251'SOUTHWEST RAIL, 18 FEET WEST OF TELEPHONE POLE NO. 41.50,
 QG0251'ABOUT 2 1/2 FEET ABOVE GROUND AND ABOUT LEVEL WITH TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0144 ***********************************************************************
 QF0144  DESIGNATION -  I3
 QF0144  PID         -  QF0144
 QF0144  STATE/COUNTY-  ME/AROOSTOOK
 QF0144  USGS QUAD   -  JIMMEY MOUNTAIN (1988)
 QF0144
 QF0144                         *CURRENT SURVEY CONTROL
 QF0144  ___________________________________________________________________
 QF0144* NAD 83(1986)-  45 40 26.     (N)    067 54 16.     (W)     SCALED    
 QF0144* NAVD 88     -       121.413  (meters)     398.34   (feet)  ADJUSTED  
 QF0144  ___________________________________________________________________
 QF0144  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 QF0144  DYNAMIC HT  -         121.415 (meters)     398.34  (feet)  COMP
 QF0144  MODELED GRAV-     980,630.4   (mgal)                       NAVD 88
 QF0144
 QF0144  VERT ORDER  -  FIRST     CLASS II
 QF0144
 QF0144.The horizontal coordinates were scaled from a topographic map and have
 QF0144.an estimated accuracy of +/- 6 seconds.
 QF0144
 QF0144.The orthometric height was determined by differential leveling
 QF0144.and adjusted by the National Geodetic Survey in June 1991..
 QF0144
 QF0144.The geoid height was determined by GEOID03.
 QF0144
 QF0144.The dynamic height is computed by dividing the NAVD 88
 QF0144.geopotential number by the normal gravity value computed on the
 QF0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0144.degrees latitude (g = 980.6199 gals.).
 QF0144
 QF0144.The modeled gravity was interpolated from observed gravity values.
 QF0144
 QF0144;                    North         East    Units  Estimated Accuracy
 QF0144;SPC ME E     -   223,200.      346,400.      MT  (+/- 180 meters Scaled)
 QF0144
 QF0144                          SUPERSEDED SURVEY CONTROL
 QF0144
 QF0144.No superseded survey control is available for this station.
 QF0144
 QF0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL853583(NAD 83)
 QF0144_MARKER: DB = BENCH MARK DISK
 QF0144_SETTING: 80 = SET IN A BOULDER
 QF0144_SP_SET: BOULDER
 QF0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0144+STABILITY: SURFACE MOTION
 QF0144
 QF0144  HISTORY     - Date     Condition        Report By
 QF0144  HISTORY     - UNK      MONUMENTED       CGS
 QF0144  HISTORY     - 1958     GOOD             NGS
 QF0144
 QF0144                          STATION DESCRIPTION
 QF0144
 QF0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QF0144'7.2 MI E FROM BANCROFT.
 QF0144'IN AROOSTOOK COUNTY, 7.2 MILES EAST ALONG THE MAINE CENTRAL
 QF0144'RAILROAD FROM BANCROFT, 2.1 MILES NORTHWEST OF DANFORTH,
 QF0144'WASHINGTON COUNTY, 16 POLES EAST OF MILEPOST 222, 18 FEET SOUTH
 QF0144'OF SOUTH RAIL, IN TOP OF BOULDER FLUSH WITH THE GROUND, ABOUT
 QF0144'2 FEET HIGHER THAN THE TRACK.  A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1943 ***********************************************************************
 OC1943  DESIGNATION -  INDIAN
 OC1943  PID         -  OC1943
 OC1943  STATE/COUNTY-  ME/CUMBERLAND
 OC1943  USGS QUAD   -  GORHAM (1975)
 OC1943
 OC1943                         *CURRENT SURVEY CONTROL
 OC1943  ___________________________________________________________________
 OC1943* NAD 83(1996)-  43 40 45.31793(N)    070 23 20.99869(W)     ADJUSTED  
 OC1943* NAVD 88     -        41.0    (meters)     135.     (feet)  VERTCON   
 OC1943  ___________________________________________________________________
 OC1943  LAPLACE CORR-           3.52  (seconds)                    DEFLEC99
 OC1943  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 OC1943
 OC1943  HORZ ORDER  -  SECOND
 OC1943
 OC1943.The horizontal coordinates were established by classical geodetic methods
 OC1943.and adjusted by the National Geodetic Survey in March 1998..
 OC1943
 OC1943.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC1943.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC1943
 OC1943.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1943
 OC1943.The geoid height was determined by GEOID03.
 OC1943
 OC1943;                    North         East     Units Scale Factor Converg.
 OC1943;SPC ME W     -    94,000.903   882,058.890   MT  0.99997062   -0 09 13.2
 OC1943;UTM  19      - 4,837,186.968   388,026.062   MT  0.99975422   -0 57 34.2
 OC1943
 OC1943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1943!SPC ME W     -   0.99999771  x   0.99997062  =   0.99996833
 OC1943!UTM  19      -   0.99999771  x   0.99975422  =   0.99975193
 OC1943
 OC1943|---------------------------------------------------------------------|
 OC1943| PID    Reference Object                     Distance      Geod. Az  |
 OC1943|                                                           dddmmss.s |
 OC1943| CE8247 INDIAN RM 1                          14.746 METERS 00609     |
 OC1943| OC1796 WESTBROOK STACK                     APPROX. 3.0 KM 0775829.0 |
 OC1943| OC1938 ANDREW                              APPROX. 5.2 KM 2661500.6 |
 OC1943| CE8248 INDIAN RM 2                          12.893 METERS 27433     |
 OC1943|---------------------------------------------------------------------|
 OC1943
 OC1943                          SUPERSEDED SURVEY CONTROL
 OC1943
 OC1943  NAD 83(1992)-  43 40 45.31660(N)    070 23 20.99964(W) AD(       ) 2
 OC1943  NAD 83(1986)-  43 40 45.32279(N)    070 23 21.00518(W) AD(       ) 2
 OC1943  NAD 27      -  43 40 45.03253(N)    070 23 22.82785(W) AD(       ) 2
 OC1943  NGVD 29 (07/19/86)   41.2    (m)          135.     (f) VERT ANG       
 OC1943
 OC1943.Superseded values are not recommended for survey control.
 OC1943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1943.See file dsdata.txt to determine how the superseded data were derived.
 OC1943
 OC1943_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ8802637187(NAD 83)
 OC1943_MARKER: DS = TRIANGULATION STATION DISK
 OC1943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC1943_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC1943
 OC1943  HISTORY     - Date     Condition        Report By
 OC1943  HISTORY     - 1976     MONUMENTED       NGS
 OC1943
 OC1943                          STATION DESCRIPTION
 OC1943
 OC1943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC1943'THE STATION IS ABOUT 2 MILES WEST OF WESTBROOK, 2.5 MILES
 OC1943'EAST OF GORHAM AND ALONG THE EAST RIGHT-OF-WAY OF BARTLETT
 OC1943'ROAD.
 OC1943'
 OC1943'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 4,
 OC1943'114, 202 AND 25 IN GORHAM, GO EASTERLY ON STATE HIGHWAYS 4,
 OC1943'202 AND 25 FOR 0.45 MILES TO WHERE THE ROUTES DIVIDE. CONTINUE
 OC1943'EASTERLY ON STATE HIGHWAY 25 FOR 1.85 MILES TO THE JUNCTION
 OC1943'WITH STATE HIGHWAY 237, CONTINUE EAST ON STATE HIGHWAY 25
 OC1943'FOR 0.85 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 OC1943'SOUTHERLY ON BARTLETT ROAD FOR 0.3 MILE TO THE STATION
 OC1943'ON THE LEFT.
 OC1943'
 OC1943'STATION MARK IS A STANDARD DISK STAMPED--INDIAN 1976--SET
 OC1943'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 OC1943'PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 4.8 FEET
 OC1943'WEST OF A METAL WITNESS POST AND 22.5 FEET EAST OF THE
 OC1943'APPROXIMATE CENTER OF BARTLETT ROAD.
 OC1943'
 OC1943'REFERENCE MARK 1 IS A STANDARD DISK STAMPED--INDIAN NO 1 1976--,
 OC1943'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OC1943'THAT PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 3.2
 OC1943'FEET WEST OF A METAL WITNESS POST. 22.5 FEET EAST OF THE
 OC1943'APPROXIMATE CENTER OF THE ROAD, 93.8 FEET SOUTH OF POWER
 OC1943'LINE POLE NUMBER 3 AND ABOUT THE SAME ELEVATION AS THE
 OC1943'STATION.
 OC1943'
 OC1943'REFERENCE MARK 2 IS A STANDARD DISK STAMPED--INDIAN NO 2 1976--,
 OC1943'SET IN TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 OC1943'IS FLUSH WITH THE GROUND SURFACE.  IT IS 21.0 FEET WEST OF
 OC1943'THE APPROXIMATE CENTER OF THE ROAD, 67.0 FEET SOUTH OF A
 OC1943'2 BY 2 FOOT BOULDER AND IS ABOUT THE SAME ELEVATION
 OC1943'AS THE STATION.
 OC1943'
 OC1943'AN UNDERGROUND MARK WAS NOT SET DUE TO WATER SEE PAGE
 OC1943'INTO THE HOLE, THERE WAS NO AZIMUTH MARK SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1026 ***********************************************************************
 PD1026  DESIGNATION -  INDIAN HILL RESET
 PD1026  PID         -  PD1026
 PD1026  STATE/COUNTY-  ME/WASHINGTON
 PD1026  USGS QUAD   -  MACHIAS (1977)
 PD1026
 PD1026                         *CURRENT SURVEY CONTROL
 PD1026  ___________________________________________________________________
 PD1026* NAD 83(1996)-  44 44 18.99895(N)    067 27 09.99515(W)     ADJUSTED  
 PD1026* NAVD 88     -        82.     (meters)     269.     (feet)  SCALED    
 PD1026  ___________________________________________________________________
 PD1026  LAPLACE CORR-           5.74  (seconds)                    DEFLEC99
 PD1026  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 PD1026
 PD1026  HORZ ORDER  -  SECOND
 PD1026
 PD1026.The horizontal coordinates were established by classical geodetic methods
 PD1026.and adjusted by the National Geodetic Survey in March 1998..
 PD1026
 PD1026.The orthometric height was scaled from a topographic map.
 PD1026
 PD1026.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1026
 PD1026.The geoid height was determined by GEOID03.
 PD1026
 PD1026;                    North         East     Units Scale Factor Converg.
 PD1026;SPC ME E     -   119,631.972   382,936.582   MT  0.99998456   +0 44 13.8
 PD1026;UTM  19      - 4,955,078.378   622,498.221   MT  0.99978453   +1 05 21.1
 PD1026
 PD1026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD1026!SPC ME E     -   0.99999079  x   0.99998456  =   0.99997535
 PD1026!UTM  19      -   0.99999079  x   0.99978453  =   0.99977533
 PD1026
 PD1026|---------------------------------------------------------------------|
 PD1026| PID    Reference Object                     Distance      Geod. Az  |
 PD1026|                                                           dddmmss.s |
 PD1026| CE8032 INDIAN HILL RM 1                      5.334 METERS 03332     |
 PD1026| PD1031 MACHIASPORT OLD CHURCH              APPROX. 6.8 KM 1274617.7 |
 PD1026| PD0991 THORNTON FLAG                       APPROX.18.6 KM 1320134.6 |
 PD1026| PD1029 HOWARD                              APPROX.13.0 KM 1592359.8 |
 PD1026| PD1017 BURNHAM CAPT HOUSE CHIMNEY          APPROX. 2.0 KM 1620042.6 |
 PD1026| PD1028 OLD ROAD                            APPROX. 5.4 KM 1775655.2 |
 PD1026| PD1024 MACHIAS TOWN HALL CUPOLA            APPROX. 2.4 KM 1862245.5 |
 PD1026| PD1023 MACHIAS WHITE SPIRE                 APPROX. 2.6 KM 1891046.8 |
 PD1026| PD1022 DUBLIN HILL CHURCH                  APPROX. 3.2 KM 1891926.0 |
 PD1026| CE8033 INDIAN HILL RM 2                     10.510 METERS 29113     |
 PD1026| CE8034 INDIAN HILL RM 3                      9.369 METERS 34816     |
 PD1026|---------------------------------------------------------------------|
 PD1026
 PD1026                          SUPERSEDED SURVEY CONTROL
 PD1026
 PD1026  NAD 83(1992)-  44 44 18.99481(N)    067 27 09.99244(W) AD(       ) 2
 PD1026  NAD 83(1986)-  44 44 18.99082(N)    067 27 09.99468(W) AD(       ) 2
 PD1026  NAD 27      -  44 44 18.71400(N)    067 27 12.02400(W) AD(       ) 2
 PD1026
 PD1026.Superseded values are not recommended for survey control.
 PD1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1026.See file dsdata.txt to determine how the superseded data were derived.
 PD1026
 PD1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK2249855078(NAD 83)
 PD1026
 PD1026  HISTORY     - Date     Condition        Report By
 PD1026  HISTORY     - 1934     MONUMENTED       CGS
 PD1026  HISTORY     - 1913     SEE DESCRIPTION  CGS
 PD1026  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PD1026  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD1026  HISTORY     - 1959     SEE DESCRIPTION  CGS
 PD1026  HISTORY     - 1973     SEE DESCRIPTION  MEDT
 PD1026
 PD1026                          STATION DESCRIPTION
 PD1026
 PD1026'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 PD1026'STATION IS ON THE BROW OF A PROMINENT HILL, 1-1/2 MILES NE
 PD1026'FROM MACHIAS.  TO REACH THE STATION, GO E FROM MACHIAS, TURN N
 PD1026'AT THE FIRST ROAD AFTER CROSSING MIDDLE RIVER, PROCEED 3/4 MILE,
 PD1026'AND TAKE THE ROAD TO THE LEFT LEADING TO MARSHFIELD.  A HALF
 PD1026'MILE W ON THIS ROAD IS A SMALL STREAM WHICH COMES FROM A RAVINE,
 PD1026'WHICH IS JUST W OF THE STATION.  THE STATION IS ON THE HIGHEST
 PD1026'POINT VISIBLE FROM THE ROAD AND DISTANT THEREFROM ABOUT 400
 PD1026'METERS.  THERE IS A GROUP OF FIR OR SPRUCE TREES ABOUT 40
 PD1026'METERS SE OF THE STATION AND A FEW SCATTERING CLUMPS OF BRUSH
 PD1026'IN OTHER DIRECTION.  THE STATION IS MARKED BY A 1/2-INCH
 PD1026'DRILL HOLE IN THE MIDDLE OF THE TOP OF A LARGE BOULDER
 PD1026'PROJECTING ABOUT 6 INCHES ABOVE THE GROUND.
 PD1026
 PD1026                          STATION RECOVERY (1934)
 PD1026
 PD1026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PD1026'STATION RECOVERED AS DESCRIBED.  ON THE BROW OF A PROMINENT
 PD1026'HILL, ABOUT 1-1/2 MILES NNE FROM MACHIAS.  LAND IS OWNED BY
 PD1026'CAPTAIN U.L. JOHNSON, ABOUT 88 FEET ESE OF AN 8 BY 10-FOOT
 PD1026'BOULDER, THE LARGER AND HIGHER PART OF WHICH IS CRACKED AWAY
 PD1026'FROM A 3-FOOT WIDE PIECE.  THIS BOULDER IS ABOUT 35 FEET W OF
 PD1026'BROW OF HILL.
 PD1026'
 PD1026'THE STATION WAS RE-MARKED BY A STANDARD DISK WEDGED IN A DRILL
 PD1026'HOLE IN OUTCROPPING BEDROCK.
 PD1026'
 PD1026'REFERENCE MARK NO. 1 IS 17.50 FEET NE OF STATION IN A MOUND
 PD1026'APPEARING ROCK AND IS ABOUT 42 FEET E OF REFERENCE MARK NO. 2.
 PD1026'
 PD1026'REFERENCE MARK NO. 2 IS 34.48 FEET WNW OF STATION AND IN THE
 PD1026'PEAK AT THE E END OF A 2 1/2- BY 4-FOOT BOULDER THAT EXTENDS 2
 PD1026'FEET OUT OF GROUND.  IT IS ABOUT 52 FEET ESE OF A LARGE BOULDER
 PD1026'MENTIONED ABOVE.
 PD1026'
 PD1026'REFERENCE MARK NO. 3 IS 30.74 FEET NNW OF STATION IN A FLAT ROCK
 PD1026'AND IS 31.32 FEET ENE OF REFERENCE MARK NO. 2.
 PD1026'
 PD1026'TO REACH FROM MACHIAS GO E ON HIGHWAY 1 ABOUT 1/2 MILE TO THE
 PD1026'FIRST LEFT-HAND ROAD AFTER CROSSING MIDDLE RIVER.  FOLLOW THIS
 PD1026'ROAD 0.65 MILE TO CAPTAIN JOHNSONS HOUSE JUST BEFORE COMING TO
 PD1026'A SCHOOLHOUSE.  TURN RIGHT INTO HIS YARD, TURN RIGHT AROUND BACK
 PD1026'OF BARN AND FOLLOW PASTURE ROAD ACROSS BLUEBERRY FIELD 0.3 MILE
 PD1026'TO A POINT IN MID-TANGENT OF A REVERSE CURVE IN ROAD.  THE
 PD1026'STATION IS ABOUT 150 YARDS E OF THIS POINT NEAR BROW OF HILL.
 PD1026'
 PD1026'A 6-FOOT TRIPOD WAS USED.
 PD1026
 PD1026                          STATION RECOVERY (1946)
 PD1026
 PD1026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD1026'STATION AND ALL REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN
 PD1026'GOOD CONDITION.  THE BROW OF THE HILL IS NOW COVERED WITH A DENSE
 PD1026'GROWTH OF ALDERS ABOUT 8 FEET HIGH.  THE 6-FOOT WOODEN TRIPOD
 PD1026'ERECTED IN 1934 IS STILL STANDING OVER THE STATION.
 PD1026
 PD1026                          STATION RECOVERY (1959)
 PD1026
 PD1026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GFW)
 PD1026'STATION MARK AND REFERENCE MARKS RECOVERED IN GOOD
 PD1026'CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE VERIFIED.
 PD1026'
 PD1026'THE PUBLISHED DESCRIPTION OF THE STATION IS ADEQUATE AND
 PD1026'CORRECT WITH THE FOLLOWING EXCEPTION--THE AREA AROUND THE
 PD1026'STATION HAS NOW BEEN CLEARED.
 PD1026
 PD1026                          STATION RECOVERY (1973)
 PD1026
 PD1026'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1973
 PD1026'RECOVERED AS DESCRIBED, WITH ADDITIONAL NOTE.  MARK IS IN VERY
 PD1026'THICK GROWTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0644 ***********************************************************************
 QF0644  DESIGNATION -  INDIAN ISLAND
 QF0644  PID         -  QF0644
 QF0644  STATE/COUNTY-  ME/WASHINGTON
 QF0644  USGS QUAD   -  VANCEBORO (1988)
 QF0644
 QF0644                         *CURRENT SURVEY CONTROL
 QF0644  ___________________________________________________________________
 QF0644* NAD 83(1996)-  45 36 27.27626(N)    067 27 51.28982(W)     ADJUSTED  
 QF0644* NAVD 88     -       116.     (meters)     381.     (feet)  SCALED    
 QF0644  ___________________________________________________________________
 QF0644  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 QF0644  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 QF0644
 QF0644  HORZ ORDER  -  FIRST
 QF0644
 QF0644.The horizontal coordinates were established by classical geodetic methods
 QF0644.and adjusted by the National Geodetic Survey in March 1998..
 QF0644
 QF0644.The orthometric height was scaled from a topographic map.
 QF0644
 QF0644.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0644
 QF0644.The geoid height was determined by GEOID03.
 QF0644
 QF0644;                    North         East     Units Scale Factor Converg.
 QF0644;SPC ME E     -   216,183.286   380,789.966   MT  0.99998022   +0 44 24.5
 QF0644;UTM  19      - 5,051,595.055   619,754.472   MT  0.99977632   +1 05 51.1
 QF0644
 QF0644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0644!SPC ME E     -   0.99998556  x   0.99998022  =   0.99996578
 QF0644!UTM  19      -   0.99998556  x   0.99977632  =   0.99976188
 QF0644
 QF0644:                Primary Azimuth Mark                     Grid Az
 QF0644:SPC ME E     -  BORDEN IBC                               101 05 54.0
 QF0644:UTM  19      -  BORDEN IBC                               100 44 27.4
 QF0644
 QF0644|---------------------------------------------------------------------|
 QF0644| PID    Reference Object                     Distance      Geod. Az  |
 QF0644|                                                           dddmmss.s |
 QF0644| QF0606 BORDEN IBC                          APPROX. 1.2 KM 1015018.5 |
 QF0644| QF0645 INDIAN ISLAND REF MK IBC              4.059 METERS 25332     |
 QF0644|---------------------------------------------------------------------|
 QF0644
 QF0644                          SUPERSEDED SURVEY CONTROL
 QF0644
 QF0644  NAD 83(1992)-  45 36 27.27241(N)    067 27 51.28693(W) AD(       ) 1
 QF0644  NAD 83(1986)-  45 36 27.27677(N)    067 27 51.29778(W) AD(       ) 1
 QF0644  NAD 27      -  45 36 27.04700(N)    067 27 53.30800(W) AD(       ) 1
 QF0644
 QF0644.Superseded values are not recommended for survey control.
 QF0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0644.See file dsdata.txt to determine how the superseded data were derived.
 QF0644
 QF0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL1975451595(NAD 83)
 QF0644_MARKER: DD = SURVEY DISK
 QF0644_SETTING: 80 = SET IN A BOULDER
 QF0644_SP_SET: SET IN A DRILL HOLE IN A BOULDER
 QF0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0644+STABILITY: SURFACE MOTION
 QF0644
 QF0644  HISTORY     - Date     Condition        Report By
 QF0644  HISTORY     - 1888     MONUMENTED       CGS
 QF0644  HISTORY     - 1955     GOOD             IBC
 QF0644
 QF0644                          STATION DESCRIPTION
 QF0644
 QF0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1888 (CHB)
 QF0644'ON THE E OF TWO MEDIUM - SIZED BOULDERS IN THE WATER S OF THE E OF
 QF0644'THE TWO POINTS ON THE S SHORE OF INDIAN ISLAND ON SPEDNIK LAKE,
 QF0644'ABOUT 3 MILES ABOVE VANCEBORO, 1 MILE BELOW---THE NARROWS---, AND IS
 QF0644'COVERED AT HIGH WATER.  THE STATION IS 40 FEET OUTSIDE MEAN LOW
 QF0644'WATER, ON A ROCK 5 FEET SQUARE AND 4 FEET HIGH, SMALLER BUT
 QF0644'SLIGHTLY HIGHER THAN THE W OF THE TWO ROCKS, AND IS 2 FEET ABOVE
 QF0644'MEAN LOW WATER.  TWO MUCH LARGER ROCKS ARE FARTHER W OFF THE W POINT
 QF0644'AT S END OF THE ISLAND.
 QF0644'
 QF0644'STATION MARK IS A US AND CB BRONZE STATION DISK SET IN A DRILL HOLE
 QF0644'WITHIN A TRIANGLE CUT IN THE ROCK, 13.345 FEET E OF INDIAN ISLAND RM.
 QF0644'
 QF0644'AN UNLOCATED REFERENCE IS A CROSS INSIDE A TRIANGLE IN A
 QF0644'TENT - SHAPED ROCK 6 BY 4 FEET AND 3 FEET HIGH ABOUT ABOUT 50 FEET E
 QF0644'OF THE STATION, ON THE MEAN LOW - WATER LINE.
 QF0644
 QF0644                          STATION RECOVERY (1955)
 QF0644
 QF0644'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF0644'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2266 ***********************************************************************
 PE2266  DESIGNATION -  INDIAN ISLAND LIGHTHOUSE
 PE2266  PID         -  PE2266
 PE2266  STATE/COUNTY-  ME/KNOX
 PE2266  USGS QUAD   -  CAMDEN (1991)
 PE2266
 PE2266                         *CURRENT SURVEY CONTROL
 PE2266  ___________________________________________________________________
 PE2266* NAD 83(1996)-  44 09 55.71025(N)    069 03 39.60232(W)     ADJUSTED  
 PE2266* NAVD 88     -        56.     (meters)     184.     (feet)  SCALED    
 PE2266  ___________________________________________________________________
 PE2266  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 PE2266  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 PE2266
 PE2266  HORZ ORDER  -  THIRD
 PE2266
 PE2266.The horizontal coordinates were established by classical geodetic methods
 PE2266.and adjusted by the National Geodetic Survey in March 1998..
 PE2266
 PE2266.The orthometric height was scaled from a topographic map.
 PE2266
 PE2266.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2266
 PE2266.The geoid height was determined by GEOID03.
 PE2266
 PE2266;                    North         East     Units Scale Factor Converg.
 PE2266;SPC ME E     -    55,570.399   255,133.984   MT  0.99992475   -0 23 27.1
 PE2266;UTM  19      - 4,890,253.868   495,122.941   MT  0.99960029   -0 02 33.0
 PE2266
 PE2266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2266!SPC ME E     -   0.99999519  x   0.99992475  =   0.99991994
 PE2266!UTM  19      -   0.99999519  x   0.99960029  =   0.99959548
 PE2266
 PE2266:                Primary Azimuth Mark                     Grid Az
 PE2266:SPC ME E     -  MARK ISLAND POINT SPINDLE                085 33 51.8
 PE2266:UTM  19      -  MARK ISLAND POINT SPINDLE                085 12 57.7
 PE2266
 PE2266|---------------------------------------------------------------------|
 PE2266| PID    Reference Object                     Distance      Geod. Az  |
 PE2266|                                                           dddmmss.s |
 PE2266| PE2103 MARK ISLAND POINT SPINDLE           APPROX. 6.3 KM 0851024.7 |
 PE2266| PE2283 OWLS HEAD LIGHTHOUSE                APPROX. 8.3 KM 1703407.2 |
 PE2266| PE2265 PORTERFIELD LEDGE BEACON            APPROX. 1.3 KM 1814157.6 |
 PE2266| PE2321 ROCKLAND BREAKWATER LIGHTHOUSE      APPROX. 7.0 KM 1905907.5 |
 PE2266| PE2293 SAMOSET HOTEL CUPOLA POLE           APPROX. 5.7 KM 1993444.8 |
 PE2266|---------------------------------------------------------------------|
 PE2266
 PE2266                          SUPERSEDED SURVEY CONTROL
 PE2266
 PE2266  NAD 83(1992)-  44 09 55.71569(N)    069 03 39.58259(W) AD(       ) 3
 PE2266  NAD 83(1986)-  44 09 55.72038(N)    069 03 39.59012(W) AD(       ) 3
 PE2266  NAD 27      -  44 09 55.43600(N)    069 03 41.42900(W) AD(       ) 3
 PE2266
 PE2266.Superseded values are not recommended for survey control.
 PE2266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2266.See file dsdata.txt to determine how the superseded data were derived.
 PE2266
 PE2266_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ9512390254(NAD 83)
 PE2266_MARKER: 13 = LIGHTHOUSE
 PE2266_SETTING: 0 = UNSPECIFIED SETTING
 PE2266_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2266_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE2266+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2001
 PE2266
 PE2266  HISTORY     - Date     Condition        Report By
 PE2266  HISTORY     - UNK      FIRST OBSERVED
 PE2266  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2266  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2266  HISTORY     - 1954     SEE DESCRIPTION  CGS
 PE2266  HISTORY     - 1983     GOOD             NOS
 PE2266  HISTORY     - 20011105 GOOD             USPSQD
 PE2266  HISTORY     - 20011107 POOR             USPSQD
 PE2266
 PE2266                          STATION DESCRIPTION
 PE2266
 PE2266'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2266'LIGHTHOUSE IS AT THE NE SIDE OF ENTRANCE TO ROCKPORT HARBOR.
 PE2266
 PE2266                          STATION RECOVERY (1943)
 PE2266
 PE2266'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2266'STATION WAS RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS--
 PE2266'
 PE2266'THE LIGHT IS ON TOP OF A SQUARE, WHITE STONE TOWER, WHICH IS
 PE2266'LOCATED ON THE SW END OF INDIAN ISLAND.  THE LIGHT IS ABANDONED
 PE2266'AT THE PRESENT TIME.
 PE2266
 PE2266                          STATION RECOVERY (1954)
 PE2266
 PE2266'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HOF)
 PE2266'THIS STATION WAS USED AS A HYDROGRAPHIC SIGNAL IN 1954, BUT THE
 PE2266'STATION WAS NOT VISITED.
 PE2266
 PE2266                          STATION RECOVERY (1983)
 PE2266
 PE2266'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1983 (RST)
 PE2266'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 PE2266
 PE2266                          STATION RECOVERY (2001)
 PE2266
 PE2266'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 PE2266'INDIAN ISLAND LIGHTHOUSE STILL STANDS PHYSICALLY, IN APPARENT GOOD
 PE2266'CONDITION, ALTHOUGH IT HAS BEEN ABANDONED.  IT IS NOT LISTED IN THE
 PE2266'2001 ATLANTIC COAST LIGHT LIST VOLUME 1.
 PE2266
 PE2266                          STATION RECOVERY (2001)
 PE2266
 PE2266'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 PE2266'INDIAN ISLAND LIGHTHOUSE HAS BEEEN ABANDONED.  THERE IS NO LIGHT LIST
 PE2266'NUMBER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0645 ***********************************************************************
 QF0645  DESIGNATION -  INDIAN ISLAND REF MK IBC
 QF0645  PID         -  QF0645
 QF0645  STATE/COUNTY-  ME/WASHINGTON
 QF0645  USGS QUAD   -  VANCEBORO (1988)
 QF0645
 QF0645                         *CURRENT SURVEY CONTROL
 QF0645  ___________________________________________________________________
 QF0645* NAD 83(1996)-  45 36 27.23899(N)    067 27 51.46945(W)     ADJUSTED  
 QF0645* NAVD 88     -       116.     (meters)     381.     (feet)  SCALED    
 QF0645  ___________________________________________________________________
 QF0645  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 QF0645  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 QF0645
 QF0645  HORZ ORDER  -  THIRD
 QF0645
 QF0645.The horizontal coordinates were established by classical geodetic methods
 QF0645.and adjusted by the National Geodetic Survey in March 1998..
 QF0645
 QF0645.The orthometric height was scaled from a topographic map.
 QF0645
 QF0645.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0645
 QF0645.The geoid height was determined by GEOID03.
 QF0645
 QF0645;                    North         East     Units Scale Factor Converg.
 QF0645;SPC ME E     -   216,182.085   380,786.089   MT  0.99998021   +0 44 24.4
 QF0645;UTM  19      - 5,051,593.831   619,750.603   MT  0.99977631   +1 05 51.0
 QF0645
 QF0645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0645!SPC ME E     -   0.99998556  x   0.99998021  =   0.99996577
 QF0645!UTM  19      -   0.99998556  x   0.99977631  =   0.99976187
 QF0645
 QF0645|---------------------------------------------------------------------|
 QF0645| PID    Reference Object                     Distance      Geod. Az  |
 QF0645|                                                           dddmmss.s |
 QF0645| QF0644 INDIAN ISLAND                         4.059 METERS 07332     |
 QF0645| QF1551 PIRATE IBC 1946                     APPROX. 8.4 KM 2264620.8 |
 QF0645|---------------------------------------------------------------------|
 QF0645
 QF0645                          SUPERSEDED SURVEY CONTROL
 QF0645
 QF0645  NAD 83(1992)-  45 36 27.23514(N)    067 27 51.46656(W) AD(       ) 3
 QF0645  NAD 83(1986)-  45 36 27.23951(N)    067 27 51.47742(W) AD(       ) 3
 QF0645  NAD 27      -  45 36 27.00959(N)    067 27 53.48814(W) AD(       ) 3
 QF0645
 QF0645.Superseded values are not recommended for survey control.
 QF0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0645.See file dsdata.txt to determine how the superseded data were derived.
 QF0645
 QF0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL1975151594(NAD 83)
 QF0645_MARKER: DR = REFERENCE MARK DISK
 QF0645_SETTING: 80 = SET IN A BOULDER
 QF0645_SP_SET: SET IN A DRILL HOLE IN A BOULDER
 QF0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0645+STABILITY: SURFACE MOTION
 QF0645
 QF0645  HISTORY     - Date     Condition        Report By
 QF0645  HISTORY     - 1946     MONUMENTED       IBC
 QF0645  HISTORY     - 1955     GOOD             IBC
 QF0645
 QF0645                          STATION DESCRIPTION
 QF0645
 QF0645'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF0645'ON THE MORE WESTERLY AND LARGER OF THE TWO ROCKS S OF THE E END OF
 QF0645'INDIAN ISLAND IN SPEDNIK LAKE.  THIS SLIGHTLY SLOPING ROCK IS 7 FEET
 QF0645'SQUARE AND 3 FEET HIGH, ABOUT 2 FEET ABOVE MEAN LOW WATER, AND MORE
 QF0645'EASILY OCCUPIED WITH AN INSTRUMENT THAN THE EASTERLY ROCK.
 QF0645'
 QF0645'STATION MARK IS A GS OF C REFERENCE DISK SET IN A DRILL HOLE AT
 QF0645'CENTER OF A CROSS WITHIN A TRIANGLE CUT IN ROCK, WITH THE ARROW
 QF0645'POINTING TO INDIAN ISLAND, 13.345 FEET DISTANT.
 QF0645
 QF0645                          STATION RECOVERY (1955)
 QF0645
 QF0645'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF0645'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0727 ***********************************************************************
 PD0727  DESIGNATION -  INDIAN POINT
 PD0727  PID         -  PD0727
 PD0727  STATE/COUNTY-  ME/WASHINGTON
 PD0727  USGS QUAD   -  LUBEC (1977)
 PD0727
 PD0727                         *CURRENT SURVEY CONTROL
 PD0727  ___________________________________________________________________
 PD0727* NAD 83(1996)-  44 50 03.06858(N)    066 57 10.60184(W)     ADJUSTED  
 PD0727* NAVD 88     -                                                        
 PD0727  ___________________________________________________________________
 PD0727  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 PD0727  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 PD0727
 PD0727  HORZ ORDER  -  THIRD
 PD0727
 PD0727.The horizontal coordinates were established by classical geodetic methods
 PD0727.and adjusted by the National Geodetic Survey in March 1998..
 PD0727
 PD0727
 PD0727.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0727
 PD0727.The geoid height was determined by GEOID03.
 PD0727
 PD0727;                    North         East     Units Scale Factor Converg.
 PD0727;SPC ME E     -   130,882.863   422,319.582   MT  1.00008393   +1 05 27.2
 PD0727;UTM  19      - 4,966,569.180   661,804.169   MT  0.99992194   +1 26 37.0
 PD0727
 PD0727:                Primary Azimuth Mark                     Grid Az
 PD0727:SPC ME E     -  SAIL ROCK HIGHEST POINT                  167 53 45.3
 PD0727:UTM  19      -  SAIL ROCK HIGHEST POINT                  167 32 35.5
 PD0727
 PD0727|---------------------------------------------------------------------|
 PD0727| PID    Reference Object                     Distance      Geod. Az  |
 PD0727|                                                           dddmmss.s |
 PD0727| PD0687 SAIL ROCK HIGHEST POINT             APPROX. 2.4 KM 1685912.5 |
 PD0727| PD0691 LARRABEE IBC 1913                   APPROX. 1.7 KM 1992359.1 |
 PD0727| PD0680 LIFE SAVING STA LOT 1919            APPROX. 2.3 KM 2011026.1 |
 PD0727| PD0708 LIFE SAVING STATION FLAGPOLE        APPROX. 3.2 KM 2164000.1 |
 PD0727| PD0716 WEST LUBEC CHURCH SPIRE             APPROX. 3.4 KM 2463011.9 |
 PD0727| PD0709 LUBEC CHANNEL LH FINIAL             APPROX. 2.1 KM 2944847.4 |
 PD0727| PD0700 LUBEC CHURCH SPIRE                  APPROX. 4.0 KM 3165759.9 |
 PD0727| PD0730 RANGE MARK 46 IBC                   APPROX. 1.9 KM 3251537.6 |
 PD0727|---------------------------------------------------------------------|
 PD0727
 PD0727                          SUPERSEDED SURVEY CONTROL
 PD0727
 PD0727  NAD 83(1992)-  44 50 03.05948(N)    066 57 10.60652(W) AD(       ) 3
 PD0727  NAD 83(1986)-  44 50 03.05469(N)    066 57 10.60880(W) AD(       ) 3
 PD0727  NAD 27      -  44 50 02.76800(N)    066 57 12.69900(W) AD(       ) 3
 PD0727
 PD0727.Superseded values are not recommended for survey control.
 PD0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0727.See file dsdata.txt to determine how the superseded data were derived.
 PD0727
 PD0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK6180466569(NAD 83)
 PD0727_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PD0727_SETTING: 66 = SET IN ROCK OUTCROP
 PD0727_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 PD0727_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0727_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0727+STABILITY: POSITION/ELEVATION WELL
 PD0727
 PD0727  HISTORY     - Date     Condition        Report By
 PD0727  HISTORY     - 1861     MONUMENTED       IBC
 PD0727  HISTORY     - 1972     GOOD             IBC
 PD0727  HISTORY     - 1985     GOOD             NOS
 PD0727
 PD0727                          STATION DESCRIPTION
 PD0727
 PD0727'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1861 (COB)
 PD0727'ON A SMALL ROCKY ISLET ABOUT 1/8 MILE S OF CAMPOBELLO ISLAND.  AT
 PD0727'LOW WATER, THIS ISLET IN CONNECTED WITH AND FORMS PART OF DUCK POINT.
 PD0727'THE STATION IS ON THE HIGHEST POINT OF THE ROCKY LEDGE.
 PD0727'
 PD0727'STATION MARK IS A BRONZE DISK, MARKED---U.S. AND C.B. SURVEY---AND
 PD0727'SET IN A HOLE DRILLED IN THE ROCK.
 PD0727
 PD0727                          STATION RECOVERY (1972)
 PD0727
 PD0727'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 PD0727'RECOVERED IN GOOD CONDITION.
 PD0727
 PD0727                          STATION RECOVERY (1985)
 PD0727
 PD0727'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1985 (WVH)
 PD0727'THE STATION WAS RECOVERED AT THIS DATE.
 PD0727'IT WAS IN GOOD CONDITION.
 PD0727'
 PD0727'DESCRIBED BY G.E.L.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1118 ***********************************************************************
 PD1118  DESIGNATION -  INDIAN RIVER CHURCH 2
 PD1118  PID         -  PD1118
 PD1118  STATE/COUNTY-  ME/WASHINGTON
 PD1118  USGS QUAD   -  ADDISON (1975)
 PD1118
 PD1118                         *CURRENT SURVEY CONTROL
 PD1118  ___________________________________________________________________
 PD1118* NAD 83(1996)-  44 34 23.71723(N)    067 38 36.74533(W)     ADJUSTED  
 PD1118* NAVD 88     -                                                        
 PD1118  ___________________________________________________________________
 PD1118  LAPLACE CORR-           3.19  (seconds)                    DEFLEC99
 PD1118  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 PD1118
 PD1118  HORZ ORDER  -  THIRD
 PD1118
 PD1118.The horizontal coordinates were established by classical geodetic methods
 PD1118.and adjusted by the National Geodetic Survey in March 1998..
 PD1118
 PD1118
 PD1118.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1118
 PD1118.The geoid height was determined by GEOID03.
 PD1118
 PD1118;                    North         East     Units Scale Factor Converg.
 PD1118;SPC ME E     -   101,081.906   368,021.755   MT  0.99995688   +0 36 04.0
 PD1118;UTM  19      - 4,936,441.022   607,700.543   MT  0.99974264   +0 57 07.5
 PD1118
 PD1118                          SUPERSEDED SURVEY CONTROL
 PD1118
 PD1118  NAD 83(1992)-  44 34 23.71337(N)    067 38 36.74431(W) AD(       ) 4
 PD1118  NAD 83(1986)-  44 34 23.70942(N)    067 38 36.74732(W) AD(       ) 4
 PD1118  NAD 27      -  44 34 23.42000(N)    067 38 38.76000(W) AD(       ) 3
 PD1118
 PD1118.Superseded values are not recommended for survey control.
 PD1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1118.See file dsdata.txt to determine how the superseded data were derived.
 PD1118
 PD1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK0770136441(NAD 83)
 PD1118
 PD1118  HISTORY     - Date     Condition        Report By
 PD1118  HISTORY     - UNK      MONUMENTED
 PD1118  HISTORY     - 1913     SEE DESCRIPTION  CGS
 PD1118  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PD1118
 PD1118                          STATION DESCRIPTION
 PD1118
 PD1118'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 PD1118'THE LOW AND DILIPIDATED SPIRE OF THE OLD CHURCH ON THE OPPOSITE
 PD1118'SIDE OF THE ROAD TO INDIAN RIVER CHURCH NO.1 AND A LITTLE FARTHER
 PD1118'N.  THE SPIRE IS ON THE E END NEXT TO THE ROAD.
 PD1118
 PD1118                          STATION RECOVERY (1934)
 PD1118
 PD1118'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PD1118'THIS INTERSECTION STATION IS LOST.  THE CHURCH HAS BEEN TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1119 ***********************************************************************
 PD1119  DESIGNATION -  INDIAN RIVER CHURCH 1
 PD1119  PID         -  PD1119
 PD1119  STATE/COUNTY-  ME/WASHINGTON
 PD1119  USGS QUAD   -  ADDISON (1975)
 PD1119
 PD1119                         *CURRENT SURVEY CONTROL
 PD1119  ___________________________________________________________________
 PD1119* NAD 83(1996)-  44 34 22.73161(N)    067 38 34.30095(W)     ADJUSTED  
 PD1119* NAVD 88     -                                                        
 PD1119  ___________________________________________________________________
 PD1119  LAPLACE CORR-           3.18  (seconds)                    DEFLEC99
 PD1119  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 PD1119
 PD1119  HORZ ORDER  -  THIRD
 PD1119
 PD1119.The horizontal coordinates were established by classical geodetic methods
 PD1119.and adjusted by the National Geodetic Survey in March 1998..
 PD1119
 PD1119
 PD1119.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1119
 PD1119.The geoid height was determined by GEOID03.
 PD1119
 PD1119;                    North         East     Units Scale Factor Converg.
 PD1119;SPC ME E     -   101,052.051   368,076.002   MT  0.99995697   +0 36 05.7
 PD1119;UTM  19      - 4,936,411.507   607,754.960   MT  0.99974279   +0 57 09.2
 PD1119
 PD1119                          SUPERSEDED SURVEY CONTROL
 PD1119
 PD1119  NAD 83(1992)-  44 34 22.72775(N)    067 38 34.29992(W) AD(       ) 4
 PD1119  NAD 83(1986)-  44 34 22.72384(N)    067 38 34.30294(W) AD(       ) 4
 PD1119  NAD 27      -  44 34 22.44000(N)    067 38 36.32300(W) AD(       ) 3
 PD1119
 PD1119.Superseded values are not recommended for survey control.
 PD1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1119.See file dsdata.txt to determine how the superseded data were derived.
 PD1119
 PD1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK0775536412(NAD 83)
 PD1119
 PD1119  HISTORY     - Date     Condition        Report By
 PD1119  HISTORY     - UNK      MONUMENTED
 PD1119  HISTORY     - 1913     SEE DESCRIPTION  CGS
 PD1119  HISTORY     - 1945     SEE DESCRIPTION  CGS
 PD1119
 PD1119                          STATION DESCRIPTION
 PD1119
 PD1119'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 PD1119'THE CHIMNEY NEAR THE E END OF THE OLD CHURCH ON THE E SIDE OF
 PD1119'THE MAIN ROAD BETWEEN JONESPORT AND ADDISON POINT, ABOUT 75
 PD1119'METERS N OF THE BEGINNING OF THE ROAD TO MOOSE ISLAND.
 PD1119
 PD1119                          STATION RECOVERY (1945)
 PD1119
 PD1119'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (FLP)
 PD1119'THERE IS A CHURCH IN THE VICINITY GIVEN BY THE DESCRIPTION AND,
 PD1119'ACCORDING TO LOCAL RESIDENTS, IT HAS BEEN THERE FROM 85 TO 100
 PD1119'YEARS.  HOWEVER, THERE ARE TWO SMALL CHIMNEYS ON THE E END AND
 PD1119'ACCORDING TO THE LOCAL INFORMATION THEY HAVE ALWAYS BEEN THE
 PD1119'ONLY CHIMNEYS ON THE CHURCH.  CHURCH NOW HAS A BELFREY WHICH WAS
 PD1119'PLACED ON IT ABOUT 35 YEARS AGO.  FOR PRACTICAL PURPOSES STATION
 PD1119'SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1666 ***********************************************************************
 OC1666  DESIGNATION -  INGALLS
 OC1666  PID         -  OC1666
 OC1666  STATE/COUNTY-  ME/CUMBERLAND
 OC1666  USGS QUAD   -  PORTLAND EAST (1975)
 OC1666
 OC1666                         *CURRENT SURVEY CONTROL
 OC1666  ___________________________________________________________________
 OC1666* NAD 83(1996)-  43 41 08.97078(N)    070 11 31.98894(W)     ADJUSTED  
 OC1666* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 OC1666  ___________________________________________________________________
 OC1666  LAPLACE CORR-           3.60  (seconds)                    DEFLEC99
 OC1666  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 OC1666
 OC1666  HORZ ORDER  -  THIRD
 OC1666
 OC1666.The horizontal coordinates were established by classical geodetic methods
 OC1666.and adjusted by the National Geodetic Survey in March 1998..
 OC1666
 OC1666.The orthometric height was scaled from a topographic map.
 OC1666
 OC1666.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1666
 OC1666.The geoid height was determined by GEOID03.
 OC1666
 OC1666;                    North         East     Units Scale Factor Converg.
 OC1666;SPC ME W     -    94,707.130   897,939.818   MT  0.99996672   -0 01 03.5
 OC1666;UTM  19      - 4,837,669.658   403,911.621   MT  0.99971356   -0 49 24.7
 OC1666
 OC1666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1666!SPC ME W     -   1.00000177  x   0.99996672  =   0.99996849
 OC1666!UTM  19      -   1.00000177  x   0.99971356  =   0.99971533
 OC1666
 OC1666:                Primary Azimuth Mark                     Grid Az
 OC1666:SPC ME W     -  COW RESET                                037 08 55.3
 OC1666:UTM  19      -  COW RESET                                037 57 16.5
 OC1666
 OC1666|---------------------------------------------------------------------|
 OC1666| PID    Reference Object                     Distance      Geod. Az  |
 OC1666|                                                           dddmmss.s |
 OC1666| OC0205 COW RESET                           APPROX. 0.7 KM 0370751.8 |
 OC1666| OC1662 F 3 OVER 4 1941                      18.742 METERS 05139     |
 OC1666| CE8250 INGALLS RM 2                          3.932 METERS 07817     |
 OC1666| CE8249 INGALLS RM 1                          1.539 METERS 15133     |
 OC1666| OC0204 DP INGALLS                           74.817 METERS 24033     |
 OC1666| OC1665 BERRY                               155.837 METERS 34941     |
 OC1666|---------------------------------------------------------------------|
 OC1666
 OC1666                          SUPERSEDED SURVEY CONTROL
 OC1666
 OC1666  NAD 83(1992)-  43 41 08.96905(N)    070 11 31.98963(W) AD(       ) 3
 OC1666  NAD 83(1986)-  43 41 08.97512(N)    070 11 31.99511(W) AD(       ) 3
 OC1666  NAD 27      -  43 41 08.68300(N)    070 11 33.82100(W) AD(       ) 3
 OC1666
 OC1666.Superseded values are not recommended for survey control.
 OC1666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1666.See file dsdata.txt to determine how the superseded data were derived.
 OC1666
 OC1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0391237670(NAD 83)
 OC1666
 OC1666  HISTORY     - Date     Condition        Report By
 OC1666  HISTORY     - 1941     MONUMENTED       CGS
 OC1666
 OC1666                          STATION DESCRIPTION
 OC1666
 OC1666'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1666'STATION IS LOCATED ON THE NE SIDE OF GREAT DIAMOND ISLAND, AT
 OC1666'FORT MC KINLEY, ABOUT 400 FT. W OF A STONE WHARF, ABOUT 100 FT. NE
 OC1666'OF THE CENTER OF PIT B BATTERY INGALLS, AND ABOUT 50 FT. SW OF A
 OC1666'SQUARE BRICK BUILDING KNOWN LOCALLY AS F3 OVER 4.
 OC1666'
 OC1666'IT IS A STANDARD STATION DISK, STAMPED INGALLS 1941 AND SET IN
 OC1666'BEDROCK PROJECTING ABOUT 6 IN. ABOVE GROUND.
 OC1666'
 OC1666'REFERENCE MARK 1 IS A STANDARD REFERENCE-MARK DISK, STAMPED
 OC1666'INGALLS NO 1 1941 AND SET IN OUTCROPPING BEDROCK.  IT IS S OF THE
 OC1666'STATION, AND ABOUT 1 FT. LOWER IN ELEVATION.
 OC1666'
 OC1666'REFERENCE MARK 2 IS A STANDARD REFERENCE-MARK DISK, STAMPED
 OC1666'INGALLS NO 2 1941 AND SET IN OUTCROPPING BEDROCK.  IT IS E-SE OF
 OC1666'THE STATION, AND ABOUT 1 FOOT LOWER IN ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1953 ***********************************************************************
 PE1953  DESIGNATION -  INGALLS LIGHT
 PE1953  PID         -  PE1953
 PE1953  STATE/COUNTY-  ME/HANCOCK
 PE1953  USGS QUAD   -  NEWBURY NECK (1981)
 PE1953
 PE1953                         *CURRENT SURVEY CONTROL
 PE1953  ___________________________________________________________________
 PE1953* NAD 83(1996)-  44 27 51.60044(N)    068 25 44.75259(W)     ADJUSTED  
 PE1953* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 PE1953  ___________________________________________________________________
 PE1953  LAPLACE CORR-           7.33  (seconds)                    DEFLEC99
 PE1953  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 PE1953
 PE1953  HORZ ORDER  -  THIRD
 PE1953
 PE1953.The horizontal coordinates were established by classical geodetic methods
 PE1953.and adjusted by the National Geodetic Survey in March 1998..
 PE1953
 PE1953.The orthometric height was scaled from a topographic map.
 PE1953
 PE1953.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1953
 PE1953.The geoid height was determined by GEOID03.
 PE1953
 PE1953;                    North         East     Units Scale Factor Converg.
 PE1953;SPC ME E     -    88,625.148   305,641.682   MT  0.99990039   +0 02 58.8
 PE1953;UTM  19      - 4,923,605.923   545,413.104   MT  0.99962536   +0 23 59.7
 PE1953
 PE1953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1953!SPC ME E     -   1.00000356  x   0.99990039  =   0.99990395
 PE1953!UTM  19      -   1.00000356  x   0.99962536  =   0.99962892
 PE1953
 PE1953                          SUPERSEDED SURVEY CONTROL
 PE1953
 PE1953  NAD 83(1992)-  44 27 51.59134(N)    068 25 44.74049(W) AD(       ) 4
 PE1953  NAD 83(1986)-  44 27 51.59068(N)    068 25 44.74369(W) AD(       ) 4
 PE1953  NAD 27      -  44 27 51.30792(N)    068 25 46.67337(W) AD(       ) 3
 PE1953
 PE1953.Superseded values are not recommended for survey control.
 PE1953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1953.See file dsdata.txt to determine how the superseded data were derived.
 PE1953
 PE1953_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK4541323606(NAD 83)
 PE1953_MARKER: 14 = NAVIGATION LIGHT
 PE1953
 PE1953  HISTORY     - Date     Condition        Report By
 PE1953  HISTORY     - 1968     FIRST OBSERVED   CGS
 PE1953
 PE1953                          STATION DESCRIPTION
 PE1953
 PE1953'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2299 ***********************************************************************
 PE2299  DESIGNATION -  INGRAHAM HILL 1859
 PE2299  PID         -  PE2299
 PE2299  STATE/COUNTY-  ME/KNOX
 PE2299  USGS QUAD   -  ROCKLAND (1979)
 PE2299
 PE2299                         *CURRENT SURVEY CONTROL
 PE2299  ___________________________________________________________________
 PE2299* NAD 83(1996)-  44 04 56.84340(N)    069 06 51.16190(W)     ADJUSTED  
 PE2299* NAVD 88     -        63.     (meters)     207.     (feet)  SCALED    
 PE2299  ___________________________________________________________________
 PE2299  LAPLACE CORR-           3.31  (seconds)                    DEFLEC99
 PE2299  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 PE2299
 PE2299  HORZ ORDER  -  SECOND
 PE2299
 PE2299.The horizontal coordinates were established by classical geodetic methods
 PE2299.and adjusted by the National Geodetic Survey in March 1998..
 PE2299
 PE2299.The orthometric height was scaled from a topographic map.
 PE2299
 PE2299.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2299
 PE2299.The geoid height was determined by GEOID03.
 PE2299
 PE2299;                    North         East     Units Scale Factor Converg.
 PE2299;SPC ME E     -    46,377.133   250,809.588   MT  0.99992975   -0 25 38.3
 PE2299;SPC ME W     -   139,313.666   984,293.767   MT  1.00005402   +0 43 56.0
 PE2299;UTM  19      - 4,881,037.509   490,855.874   MT  0.99960103   -0 04 46.0
 PE2299
 PE2299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2299!SPC ME E     -   0.99999410  x   0.99992975  =   0.99992385
 PE2299!SPC ME W     -   0.99999410  x   1.00005402  =   1.00004812
 PE2299!UTM  19      -   0.99999410  x   0.99960103  =   0.99959513
 PE2299
 PE2299:                Primary Azimuth Mark                     Grid Az
 PE2299:SPC ME E     -  BEAR HILL RESET                          005 38 13.7
 PE2299:SPC ME W     -  BEAR HILL RESET                          004 28 39.4
 PE2299:UTM  19      -  BEAR HILL RESET                          005 17 21.4
 PE2299
 PE2299|---------------------------------------------------------------------|
 PE2299| PID    Reference Object                     Distance      Geod. Az  |
 PE2299|                                                           dddmmss.s |
 PE2299| PE2275 BEAR HILL RESET                     APPROX. 6.9 KM 0051235.4 |
 PE2299| PE2287 ROCKLAND CONGREGATIONAL CHURCH      APPROX. 2.7 KM 0072647.5 |
 PE2299| PE2284 ROCKLAND BAPTIST CHURCH SPIRE       APPROX. 2.7 KM 0075209.1 |
 PE2299| PE2332 ROCKLAND FIRST BAP CH CLOCKTWR      APPROX. 3.5 KM 0075353.6 |
 PE2299| PE2282 ROCKLAND CHURCH CUPOLA              APPROX. 4.1 KM 0125352.3 |
 PE2299| PE2290 LARGE WH HSE GR BLINDS W CHIM       APPROX. 4.9 KM 0193100.4 |
 PE2299| PE2305 JAMESON POINT WHITE HOUSE CHIM      APPROX. 4.4 KM 0301547.8 |
 PE2299| PE2318 NEAR POST HILL FLAG IN TREE         APPROX. 3.3 KM 0800721.1 |
 PE2299| PE2292 MONROE ISLAND FLAG IN TREE          APPROX. 6.3 KM 0962257.4 |
 PE2299| PE2322 SHEEP ISLAND FLAG IN TREE           APPROX. 5.5 KM 1121321.2 |
 PE2299| PE2289 RED SCHOOLHOUSE CHIMNEY             APPROX. 1.2 KM 1215025.1 |
 PE2299| PE2291 FISHERMAN ISLAND FLAG IN TREE       APPROX. 7.6 KM 1260945.9 |
 PE2299| PE2288 CRESCENT ISLAND                     APPROX. 9.2 KM 1364727.8 |
 PE2299| PE2294 RACKLEYS IS FLAG IN TREE            APPROX.10.3 KM 1492655.1 |
 PE2299| PE2279 DIX IS UNPAINTED HSE TALL CHIM      APPROX. 8.7 KM 1562637.3 |
 PE2299| PE2315 BEALES HOUSE CHIMNEY                APPROX. 8.5 KM 1563845.8 |
 PE2299| OB0300 HEWETTS IS FLAG IN TREE             APPROX.10.6 KM 1594549.6 |
 PE2299| OB0307 CROCKETTS CAPT HOUSE NE CHIM        APPROX.10.8 KM 1623034.3 |
 PE2299| OB0304 LARGE HOUSE NORTH CHIMNEY           APPROX. 9.5 KM 1811406.2 |
 PE2299| PE2325 THORNDIKE HILL FLAG IN TREE         APPROX. 5.8 KM 1814553.8 |
 PE2299| PE2327 SOUTH THOMASTON WHITE SPIRE         APPROX. 3.3 KM 1895843.0 |
 PE2299| OB0328 TURKEY CHURCH                       APPROX.18.4 KM 2144102.4 |
 PE2299| PE2359 THOMASTON TALL WHITE SPIRE          APPROX. 5.5 KM 2634345.4 |
 PE2299| PE2358 THOMASTON LOW SPIRE WITH DOME       APPROX. 5.6 KM 2652915.6 |
 PE2299| PE2339 THOMASTON SMALL CH LOW SPIRE        APPROX. 5.4 KM 2655456.0 |
 PE2299| PE2362 THOMASTON OCTAGONAL SPIRE           APPROX. 5.0 KM 2662218.6 |
 PE2299| PE2363 THOMASTON SPIRE E PART OF TOWN      APPROX. 4.3 KM 2670849.2 |
 PE2299|---------------------------------------------------------------------|
 PE2299
 PE2299                          SUPERSEDED SURVEY CONTROL
 PE2299
 PE2299  NAD 83(1992)-  44 04 56.84887(N)    069 06 51.14210(W) AD(       ) 2
 PE2299  NAD 83(1986)-  44 04 56.85307(N)    069 06 51.14902(W) AD(       ) 2
 PE2299  NAD 27      -  44 04 56.56600(N)    069 06 52.99400(W) AD(       ) 2
 PE2299
 PE2299.Superseded values are not recommended for survey control.
 PE2299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2299.See file dsdata.txt to determine how the superseded data were derived.
 PE2299
 PE2299_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ9085681038(NAD 83)
 PE2299
 PE2299  HISTORY     - Date     Condition        Report By
 PE2299  HISTORY     - 1859     MONUMENTED       COASUR
 PE2299  HISTORY     - 1911     SEE DESCRIPTION  CGS
 PE2299  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2299  HISTORY     - 1974     SEE DESCRIPTION  NGS
 PE2299
 PE2299                          STATION DESCRIPTION
 PE2299
 PE2299'DESCRIBED BY COAST AND GEODETIC SURVEY 1911
 PE2299'ON THE HILL OF THAT NAME ABOUT A MILE SSW FROM ROCKLAND AND
 PE2299'1/2 MILE W OF THE ROAD FROM ROCKLAND TO SOUTH THOMASTON.
 PE2299'
 PE2299'THE STATION IS ABOUT 100 METERS TO THE SOUTHWARD OF THE SUMMIT
 PE2299'OF THE HILL AND WAS ORIGINALLY MARKED BY A COPPER TACK IN A
 PE2299'SPRUCE STUB DRIVEN INTO THE GROUND.  TO PROVIDE AGAINST THE
 PE2299'LOSS OF THE STUB THREE DRILL HOLES WERE MADE AT DISTANCE 11.50,
 PE2299'5.83 AND 5.37 FEET FROM THE CENTER.  THE TRIANGLE FORMED BY
 PE2299'THESE DRILL HOLES HAS SIDES 15.67, 9.90 AND 13.89 FEET IN
 PE2299'LENGTH, THE SHORTEST SIDE BEING TO THE SOUTHWARD OF THE
 PE2299'STATION.  THE DRILL HOLES ARE FILLED WITH LEAD.
 PE2299
 PE2299                          STATION RECOVERY (1934)
 PE2299
 PE2299'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2299'THE STATION WAS RECOVERED BUT SOME DISCREPANCIES WERE NOTED IN
 PE2299'THE OLD DESCRIPTION.  THE LEADED DRILL HOLES SURROUNDING THE
 PE2299'STATION WERE FOUND BUT ALL THE DISTANCES DID NOT CHECK THE OLD
 PE2299'MEASUREMENTS.  A PILE OF ROCK AROUND THE STATION SITE WAS SAID
 PE2299'BY A LOCAL RESIDENT TO HAVE SUPPORTED A POLE SIGNAL MANY YEARS
 PE2299'AGO.  THE STATION WAS RE-MARKED BY A STANDARD BRONZE DISK SET
 PE2299'IN A SQUARE BLOCK OF CONCRETE, THE CONCRETE BLOCK PROJECTING
 PE2299'ABOUT 8 INCHES ABOVE GROUND.
 PE2299'
 PE2299'THE STATION IS ON INGRAHAM HILL ABOUT 1-1/2 MILES W OF THE ROAD
 PE2299'FROM ROCKLAND TO SOUTH THOMASTON, AT A POINT 1.3 MILES S OF
 PE2299'PARK AND MAIN STREETS IN ROCKLAND.  THE STATION IS AT THE E EDGE
 PE2299'OF THE SUMMIT IN A THICKLY WOODED AREA, 4 METERS W OF A SHARP
 PE2299'DROP, AND 7 METERS SE OF A BARE LEDGE IN AN OPENING IN THE
 PE2299'TREES.  A 40- OR 50-FOOT TOWER WOULD BE NECESSARY TO SEE OUT AS
 PE2299'TALL TREES SURROUND THE SITE.  THE STATION WAS NOT OCCUPIED
 PE2299'WITH A THEODOLITE IN 1934, BUT MAGNETIC BEARINGS WERE TAKEN TO
 PE2299'THE NEW REFERENCE MARKS.
 PE2299'
 PE2299'THE STATION WAS RE-ESTABLISHED BY USING DRILL HOLES B AND C,
 PE2299'SINCE BC WAS CHECKED.  DRILL HOLE A IS IN A LARGE BOULDER WHICH
 PE2299'MAY HAVE SHIFTED DOWN HILL SINCE 1860, AND THEREFORE THE
 PE2299'MEASUREMENTS (OLD) DO NOT CHECK.  THE LAND BELONGS TO CAPTAIN
 PE2299'W.T. HURLEY, ROCKLAND.
 PE2299'
 PE2299'THE SKETCH SHOWN BELOW INDICATES THE RELATIVE POSITION OF THE
 PE2299'ORIGINAL DRILL HOLES AND THE MEASURED DISTANCES.
 PE2299'
 PE2299'THE DRILL HOLE SHOWN AS (A) IS IN A BOULDER WHICH HAS EVIDENCES
 PE2299'OF HAVING BEEN MOVED BY FROST.  THE OTHER DRILL HOLES ARE IN
 PE2299'SOLID LEDGE.
 PE2299'
 PE2299'TWO NEW REFERENCE MARKS, STANDARD BRONZE DISKS WEDGED IN A
 PE2299'DRILL HOLE IN OUTCROPPING BEDROCK, WERE ESTABLISHED ON NEARBY
 PE2299'LEDGES.
 PE2299
 PE2299                          STATION RECOVERY (1974)
 PE2299
 PE2299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JWB)
 PE2299'THE STATION AND THE TWO REFERENCE MARKS WERE RECOVERED IN GOOD
 PE2299'CONDITION AND AS DESCRIBED IN THE 1934 DESCRIPTION.
 PE2299'
 PE2299'THE STATION IS NOW IN THE CENTER OF A GROVE OF YOUNG PINES
 PE2299'ABOUT 12 FEET TALL.  A ROCK CAIRN WAS BUILT 5 FEET SOUTH OF THE
 PE2299'STATION AND ON THE EDGE OF ROCK OUTCROP WHICH DROPS OFF VERTICALLY
 PE2299'4 FEET.
 PE2299'
 PE2299'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PE2299'1 MILE SOUTH-SOUTHWEST OF ROCKLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1765 ***********************************************************************
 QF1765  DESIGNATION -  INITIAL MONUMENT 1 IBC
 QF1765  PID         -  QF1765
 QF1765  STATE/COUNTY-  ME/AROOSTOOK
 QF1765  USGS QUAD   -  NORTH AMITY (1989)
 QF1765
 QF1765                         *CURRENT SURVEY CONTROL
 QF1765  ___________________________________________________________________
 QF1765* NAD 83(1996)-  45 56 36.42850(N)    067 46 52.50332(W)     ADJUSTED  
 QF1765* NAVD 88     -       161.7    (meters)     531.     (feet)  VERTCON   
 QF1765  ___________________________________________________________________
 QF1765  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 QF1765  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 QF1765
 QF1765  HORZ ORDER  -  SECOND
 QF1765
 QF1765.The horizontal coordinates were established by classical geodetic methods
 QF1765.and adjusted by the National Geodetic Survey in March 1998..
 QF1765
 QF1765.The NAVD 88 height was computed by applying the VERTCON shift value to
 QF1765.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QF1765
 QF1765.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1765
 QF1765.The geoid height was determined by GEOID03.
 QF1765
 QF1765;                    North         East     Units Scale Factor Converg.
 QF1765;SPC ME E     -   253,240.476   355,727.746   MT  0.99993817   +0 30 59.6
 QF1765;UTM  19      - 5,088,486.783   594,466.426   MT  0.99970971   +0 52 33.3
 QF1765
 QF1765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1765!SPC ME E     -   0.99997834  x   0.99993817  =   0.99991651
 QF1765!UTM  19      -   0.99997834  x   0.99970971  =   0.99968806
 QF1765
 QF1765                          SUPERSEDED SURVEY CONTROL
 QF1765
 QF1765  NAD 83(1992)-  45 56 36.42609(N)    067 46 52.50203(W) AD(       ) 2
 QF1765  NAD 83(1986)-  45 56 36.43193(N)    067 46 52.52378(W) AD(       ) 2
 QF1765  NAD 27      -  45 56 36.22900(N)    067 46 54.46700(W) AD(       ) 2
 QF1765  NGVD 29 (07/19/86)  161.9    (m)          531.     (f) VERT ANG       
 QF1765
 QF1765.Superseded values are not recommended for survey control.
 QF1765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1765.See file dsdata.txt to determine how the superseded data were derived.
 QF1765
 QF1765_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9446688487(NAD 83)
 QF1765_MARKER: Z = SEE DESCRIPTION
 QF1765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QF1765_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QF1765
 QF1765  HISTORY     - Date     Condition        Report By
 QF1765  HISTORY     - 1889     MONUMENTED       IBC
 QF1765  HISTORY     - 1946     GOOD             IBC
 QF1765
 QF1765                          STATION DESCRIPTION
 QF1765
 QF1765'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1889
 QF1765'THIS IS INTERNATIONAL BOUNDARY MONUMENT NO 1, ALSO KNOWN AS---INITIAL
 QF1765'MONUMENT,---AT THE HEAD OF THE ST CROIX RIVER AND THE SOUTHERN END OF
 QF1765'THE---NORTH LINE.---THE SHAFT OF THE MONUMENT IS OF CAST IRON, 12
 QF1765'INCHES SQUARE AT THE BASE, 6 INCHES SQUARE AT THE TOP, AND 5.4 FEET
 QF1765'HIGH ABOVE THE BASE.  THE BASE IS OF CONCRETE, 5 FEET SQUARE AND 5
 QF1765'FEET HIGH ABOVE THE GROUND.  THE SHAFT LEANS 1-5/8 INCHES WEST AND 2
 QF1765'INCHES SOUTH.
 QF1765'
 QF1765'THE STATION IS THE CENTER OF THE IRON SHAFT WHERE IT JOINS THE
 QF1765'CONCRETE BASE.
 QF1765
 QF1765                          STATION RECOVERY (1946)
 QF1765
 QF1765'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF1765'IN 1946 SHAFT LEANED .24 FEET WEST AND .40 SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1941 ***********************************************************************
 OC1941  DESIGNATION -  INKHORN
 OC1941  PID         -  OC1941
 OC1941  STATE/COUNTY-  ME/CUMBERLAND
 OC1941  USGS QUAD   -  GORHAM (1975)
 OC1941
 OC1941                         *CURRENT SURVEY CONTROL
 OC1941  ___________________________________________________________________
 OC1941* NAD 83(1996)-  43 42 00.02361(N)    070 22 29.33242(W)     ADJUSTED  
 OC1941* NAVD 88     -        45.5    (meters)     149.     (feet)  VERTCON   
 OC1941  ___________________________________________________________________
 OC1941  LAPLACE CORR-           3.59  (seconds)                    DEFLEC99
 OC1941  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 OC1941
 OC1941  HORZ ORDER  -  SECOND
 OC1941
 OC1941.The horizontal coordinates were established by classical geodetic methods
 OC1941.and adjusted by the National Geodetic Survey in March 1998..
 OC1941
 OC1941.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC1941.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC1941
 OC1941.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1941
 OC1941.The geoid height was determined by GEOID03.
 OC1941
 OC1941;                    North         East     Units Scale Factor Converg.
 OC1941;SPC ME W     -    96,303.452   883,221.919   MT  0.99997013   -0 08 37.7
 OC1941;UTM  19      - 4,839,472.431   389,221.104   MT  0.99975094   -0 56 59.8
 OC1941
 OC1941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1941!SPC ME W     -   0.99999700  x   0.99997013  =   0.99996713
 OC1941!UTM  19      -   0.99999700  x   0.99975094  =   0.99974794
 OC1941
 OC1941|---------------------------------------------------------------------|
 OC1941| PID    Reference Object                     Distance      Geod. Az  |
 OC1941|                                                           dddmmss.s |
 OC1941| CE8251 INKHORN RM 1                         23.011 METERS 03101     |
 OC1941| OC1940 GORHAM FIRST CONG CH SPIRE          APPROX. 5.9 KM 2490721.2 |
 OC1941| OC1939 GORHAM MUN TANK                     APPROX. 6.4 KM 2502110.6 |
 OC1941| OC1942 INKHORN RM 2                         18.743 METERS 28050     |
 OC1941| OC1955 INKHORN AZ MK                       APPROX. 0.8 KM 3302420.4 |
 OC1941|---------------------------------------------------------------------|
 OC1941
 OC1941                          SUPERSEDED SURVEY CONTROL
 OC1941
 OC1941  NAD 83(1992)-  43 42 00.02228(N)    070 22 29.33343(W) AD(       ) 2
 OC1941  NAD 83(1986)-  43 42 00.02845(N)    070 22 29.33886(W) AD(       ) 2
 OC1941  NAD 27      -  43 41 59.73856(N)    070 22 31.16292(W) AD(       ) 2
 OC1941  NGVD 29 (07/19/86)   45.7    (m)          150.     (f) VERT ANG       
 OC1941
 OC1941.Superseded values are not recommended for survey control.
 OC1941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1941.See file dsdata.txt to determine how the superseded data were derived.
 OC1941
 OC1941_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ8922139472(NAD 83)
 OC1941_MARKER: DS = TRIANGULATION STATION DISK
 OC1941_SETTING: 66 = SET IN ROCK OUTCROP
 OC1941
 OC1941  HISTORY     - Date     Condition        Report By
 OC1941  HISTORY     - 1976     MONUMENTED       NGS
 OC1941
 OC1941                          STATION DESCRIPTION
 OC1941
 OC1941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC1941'THE STATION IS LOCATED ABOUT 1.75 MILES NORTH-NORTHWEST
 OC1941'OF WESTBROOK, 3.75 MILES EAST-NORTHEAST OF GORHAM AND
 OC1941'3.5 MILES SOUTHEAST OF SOUTH WINDHAM.
 OC1941'
 OC1941'TO REACH THE STATION FROM THE JUNCTION OF STATE
 OC1941'ROUTE 25 (MAIN STREET) AND CUMBERLAND STREET, AT THE
 OC1941'WESTBROOK FIRE STATION, PROCEED NORTHWESTERLY ON
 OC1941'CUMBERLAND STREET FOR 1.8 MILES TO THE STATION MARK
 OC1941'ON THE LEFT.
 OC1941'
 OC1941'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED
 OC1941'NORTHWESTERLY ON CUMBERLAND STREET FOR OR 0.2 MILES TO THE
 OC1941'WESTBROOK-GORHAM TOWNLINE.  CONTINUE NORTHWESTERLY ON
 OC1941'CUMBERLAND STREET FOR 0.3 MILE TO THE AZIMUTH MARK
 OC1941'ON THE RIGHT.
 OC1941'
 OC1941'THE STATION MARK IS A STANDARD DISK STAMPED--INKHORN 1976--
 OC1941'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS
 OC1941'29.4 FEET SOUTH OF A 20-INCH ASH TREE, 43.0 FEET WEST-SOUTHWEST
 OC1941'OF THE CENTERLINE OF CUMBERLAND STREET AND 30.0 FEET
 OC1941'NORTH-NORTHWEST OF A 36-INCH MAPLE TREE.
 OC1941'
 OC1941'REFERENCE MARK 1 IS A STANDARD DISK STAMPED--INKHORN NO 1 1976-,
 OC1941'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 24.8
 OC1941'FEET EAST-NORTHEAST OF THE CENTERLINE OF CUMBERLAND STREET,
 OC1941'26.9 FEET NORTH-NORTHEAST OF A 20-INCH MAPLE TREE AND 5.2 FEET
 OC1941'WEST-SOUTHWEST OF A METAL WITNESS POST.
 OC1941'
 OC1941'REFERENCE MARK 2 IS A STANDARD DISK STAMPED INKHORN NO 2 1976
 OC1941'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 55.4 FEET
 OC1941'WEST OF A 20-INCH ASH TREE, 87.0 FEET WEST-SOUTHWEST OF THE
 OC1941'CENTERLINE OF CUMBERLAND STREET AND 89.0 FEET NORTHWEST
 OC1941'OF A 36-INCH MAPLE TREE.
 OC1941'
 OC1941'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED--
 OC1941'INKHORN AZ 1976--, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OC1941'CONCRETE POST WHICH IS FLUSH WITH THE GROUND SURFACE.
 OC1941'IT IS 5.9 FEET SOUTH OF TELEPHONE POLE NUMBER 89,
 OC1941'21.0 FEET EAST-NORTHEAST OF THE CENTERLINE OF CUMBERLAND
 OC1941'STREET AND 121.5 FEET NORTH-NORTHWEST OF TELEPHONE
 OC1941'POLE NUMBER 88.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2271 ***********************************************************************
 PE2271  DESIGNATION -  INNER LEDGES SPINDLE
 PE2271  PID         -  PE2271
 PE2271  STATE/COUNTY-  ME/KNOX
 PE2271  USGS QUAD   -  CAMDEN (1991)
 PE2271
 PE2271                         *CURRENT SURVEY CONTROL
 PE2271  ___________________________________________________________________
 PE2271* NAD 83(1996)-  44 12 25.90078(N)    069 02 46.98801(W)     ADJUSTED  
 PE2271* NAVD 88     -                                                        
 PE2271  ___________________________________________________________________
 PE2271  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 PE2271  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 PE2271
 PE2271  HORZ ORDER  -  THIRD
 PE2271
 PE2271.The horizontal coordinates were established by classical geodetic methods
 PE2271.and adjusted by the National Geodetic Survey in March 1998..
 PE2271
 PE2271
 PE2271.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2271
 PE2271.The geoid height was determined by GEOID03.
 PE2271
 PE2271;                    North         East     Units Scale Factor Converg.
 PE2271;SPC ME E     -    60,197.781   256,333.636   MT  0.99992344   -0 22 51.5
 PE2271;UTM  19      - 4,894,886.960   496,294.045   MT  0.99960017   -0 01 56.4
 PE2271
 PE2271                          SUPERSEDED SURVEY CONTROL
 PE2271
 PE2271  NAD 83(1992)-  44 12 25.90643(N)    069 02 46.96835(W) AD(       ) 4
 PE2271  NAD 83(1986)-  44 12 25.91219(N)    069 02 46.98367(W) AD(       ) 4
 PE2271  NAD 27      -  44 12 25.64000(N)    069 02 48.81800(W) AD(       ) 3
 PE2271
 PE2271.Superseded values are not recommended for survey control.
 PE2271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2271.See file dsdata.txt to determine how the superseded data were derived.
 PE2271
 PE2271_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ9629494887(NAD 83)
 PE2271_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE2271+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2003
 PE2271
 PE2271  HISTORY     - Date     Condition        Report By
 PE2271  HISTORY     - UNK      MONUMENTED
 PE2271  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2271  HISTORY     - 1953     SEE DESCRIPTION  CGS
 PE2271  HISTORY     - 20011105 GOOD             USPSQD
 PE2271  HISTORY     - 20011107 GOOD             USPSQD
 PE2271  HISTORY     - 20031008 GOOD             USPSQD
 PE2271
 PE2271                          STATION DESCRIPTION
 PE2271
 PE2271'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2271'COMPLETE NEW DESCRIPTION--
 PE2271'
 PE2271'STATION IS THE BALL ON TOP OF VANES ON A BLACK SPINDLE, MARKING
 PE2271'THE S SIDE OF PASSAGE INTO CAMDEN HARBOR.  (NORTH PASSAGE.)
 PE2271
 PE2271                          STATION RECOVERY (1953)
 PE2271
 PE2271'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (PT)
 PE2271'STATION WAS RECOVERED IN GOOD CONDITION.  THE PUBLISHED
 PE2271'DESCRIPTION IS ADEQUATE AND CORRECT.
 PE2271
 PE2271                          STATION RECOVERY (2001)
 PE2271
 PE2271'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 PE2271'INNER LEDGES SPINDLE IS GREEN,  NUMBER 3, 2001 ATLANTIC COAST LIGHT
 PE2271'LIST VOLUME 1 NUMBER 3370.
 PE2271
 PE2271                          STATION RECOVERY (2001)
 PE2271
 PE2271'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 PE2271'2001 ATLANTIC COAST LIGHT LIST VOL 1 NUMBER 3370 GREEN NOS. 3
 PE2271
 PE2271                          STATION RECOVERY (2003)
 PE2271
 PE2271'RECOVERY NOTE BY US POWER SQUADRON 2003 (RMS)
 PE2271'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2335 ***********************************************************************
 PE2335  DESIGNATION -  INNER NORTH BEACON ECC
 PE2335  PID         -  PE2335
 PE2335  STATE/COUNTY-  ME/KNOX
 PE2335  USGS QUAD   -  ROCKLAND (1979)
 PE2335
 PE2335                         *CURRENT SURVEY CONTROL
 PE2335  ___________________________________________________________________
 PE2335* NAD 83(1996)-  44 05 09.83572(N)    069 02 52.17791(W)     ADJUSTED  
 PE2335* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 PE2335  ___________________________________________________________________
 PE2335  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 PE2335  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 PE2335
 PE2335  HORZ ORDER  -  THIRD
 PE2335
 PE2335.The horizontal coordinates were established by classical geodetic methods
 PE2335.and adjusted by the National Geodetic Survey in March 1998..
 PE2335
 PE2335.The orthometric height was scaled from a topographic map.
 PE2335
 PE2335.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2335
 PE2335.The geoid height was determined by GEOID03.
 PE2335
 PE2335;                    North         East     Units Scale Factor Converg.
 PE2335;SPC ME E     -    46,740.593   256,128.797   MT  0.99992366   -0 22 52.1
 PE2335;UTM  19      - 4,881,433.128   496,171.044   MT  0.99960018   -0 01 59.8
 PE2335
 PE2335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2335!SPC ME E     -   1.00000396  x   0.99992366  =   0.99992762
 PE2335!UTM  19      -   1.00000396  x   0.99960018  =   0.99960414
 PE2335
 PE2335|---------------------------------------------------------------------|
 PE2335| PID    Reference Object                     Distance      Geod. Az  |
 PE2335|                                                           dddmmss.s |
 PE2335| PE2336 INNER NORTH BEACON TOP                1.967 METERS 00139     |
 PE2335| PE2296 TRIPOD                              APPROX. 1.2 KM 1705736.4 |
 PE2335| PE2329 HILL                                416.290 METERS 3203058.5 |
 PE2335|---------------------------------------------------------------------|
 PE2335
 PE2335                          SUPERSEDED SURVEY CONTROL
 PE2335
 PE2335  NAD 83(1992)-  44 05 09.84068(N)    069 02 52.15779(W) AD(       ) 3
 PE2335  NAD 83(1986)-  44 05 09.84559(N)    069 02 52.16409(W) AD(       ) 3
 PE2335  NAD 27      -  44 05 09.55700(N)    069 02 54.00100(W) AD(       ) 3
 PE2335
 PE2335.Superseded values are not recommended for survey control.
 PE2335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2335.See file dsdata.txt to determine how the superseded data were derived.
 PE2335
 PE2335_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ9617181433(NAD 83)
 PE2335
 PE2335  HISTORY     - Date     Condition        Report By
 PE2335  HISTORY     - UNK      MONUMENTED
 PE2335  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2335
 PE2335                          STATION DESCRIPTION
 PE2335
 PE2335'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2335'A 2-INCH IRON BAR, PROJECTING ABOUT 6 INCHES FROM TOP OF
 PE2335'THE ROCKY LEDGE ON DODGE POINT WAS TAKEN TO BE THE STATION.  IT
 PE2335'IS 6.8 METERS SE FROM STATION INNER NORTH BEACON, AND AT
 PE2335'HIGH-WATER LINE.
 PE2335'
 PE2335'NOTE--STATION CONSIDERED LOST BY AIR PHOTO PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0930 ***********************************************************************
 QF0930  DESIGNATION -  INTERVAL
 QF0930  PID         -  QF0930
 QF0930  STATE/COUNTY-  ME/WASHINGTON
 QF0930  USGS QUAD   -  MEDDYBEMPS LAKE EAST (1987)
 QF0930
 QF0930                         *CURRENT SURVEY CONTROL
 QF0930  ___________________________________________________________________
 QF0930* NAD 83(1996)-  45 07 27.42131(N)    067 20 30.18938(W)     ADJUSTED  
 QF0930* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 QF0930  ___________________________________________________________________
 QF0930  LAPLACE CORR-           4.74  (seconds)                    DEFLEC99
 QF0930  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 QF0930
 QF0930  HORZ ORDER  -  THIRD
 QF0930
 QF0930.The horizontal coordinates were established by classical geodetic methods
 QF0930.and adjusted by the National Geodetic Survey in March 1998..
 QF0930
 QF0930.The orthometric height was scaled from a topographic map.
 QF0930
 QF0930.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0930
 QF0930.The geoid height was determined by GEOID03.
 QF0930
 QF0930;                    North         East     Units Scale Factor Converg.
 QF0930;SPC ME E     -   162,606.884   391,119.987   MT  1.00000206   +0 49 15.1
 QF0930;UTM  19      - 4,998,094.471   630,414.974   MT  0.99980913   +1 10 31.0
 QF0930
 QF0930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0930!SPC ME E     -   1.00000134  x   1.00000206  =   1.00000340
 QF0930!UTM  19      -   1.00000134  x   0.99980913  =   0.99981047
 QF0930
 QF0930|---------------------------------------------------------------------|
 QF0930| PID    Reference Object                     Distance      Geod. Az  |
 QF0930|                                                           dddmmss.s |
 QF0930| QF0878 WATERS IBC                          161.255 METERS 01858     |
 QF0930| QF0876 WILL IBC                            221.241 METERS 03817     |
 QF0930| QF0916 HAYWOOD                             229.757 METERS 05502     |
 QF0930| QF0931 ROCKFIELD                           375.236 METERS 25513     |
 QF0930| CE8896 INTERVAL RM 1                        18.488 METERS 29407     |
 QF0930| QF0879 STILLMAN IBC                        451.738 METERS 3155700.7 |
 QF0930| CE8897 INTERVAL RM 2                        23.197 METERS 35441     |
 QF0930|---------------------------------------------------------------------|
 QF0930
 QF0930                          SUPERSEDED SURVEY CONTROL
 QF0930
 QF0930  NAD 83(1992)-  45 07 27.41615(N)    067 20 30.18789(W) AD(       ) 3
 QF0930  NAD 83(1986)-  45 07 27.41835(N)    067 20 30.19298(W) AD(       ) 3
 QF0930  NAD 27      -  45 07 27.14800(N)    067 20 32.23100(W) AD(       ) 3
 QF0930
 QF0930.Superseded values are not recommended for survey control.
 QF0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0930.See file dsdata.txt to determine how the superseded data were derived.
 QF0930
 QF0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK3041598094(NAD 83)
 QF0930_MARKER: DH = HORIZONTAL CONTROL DISK
 QF0930_SETTING: 80 = SET IN A BOULDER
 QF0930_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF0930
 QF0930  HISTORY     - Date     Condition        Report By
 QF0930  HISTORY     - 1910     MONUMENTED       IBC
 QF0930
 QF0930                          STATION DESCRIPTION
 QF0930
 QF0930'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JEM)
 QF0930'ON THE S BANK OF THE ST CROIX RIVER, ABOUT 1-1/2 MILES ABOVE BARING,
 QF0930'ON THE LOW, FLAT MEADOWLAND OF CLAYTON MURPHY.  IT IS ABOUT 70 METERS
 QF0930'S OF THE RIVER AND 30 METERS W OF A LARGE DITCH.  A LARGE TREE STANDS
 QF0930'SW OF THE STATION ABOUT 70 METERS AND THE STUMP OF ANOTHER TREE
 QF0930'STANDS W OF THE STATION ABOUT 60 METERS.  TWO SMALL BIRCH TREES STAND
 QF0930'18 AND 19 METERS NW AND W  OF THE STATION, RESPECTIVELY.
 QF0930'
 QF0930'STATION MARK IS A BRONZE DISK SET IN A SMALL BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0293 ***********************************************************************
 SF0293  DESIGNATION -  IQ RA ST CJEM NNE MST IBC 1973
 SF0293  PID         -  SF0293
 SF0293  STATE/COUNTY-  ME/AROOSTOOK
 SF0293  USGS QUAD   -  MADAWASKA (1986)
 SF0293
 SF0293                         *CURRENT SURVEY CONTROL
 SF0293  ___________________________________________________________________
 SF0293* NAD 83(1996)-  47 21 49.08894(N)    068 17 11.39244(W)     ADJUSTED  
 SF0293* NAVD 88     -                                                        
 SF0293  ___________________________________________________________________
 SF0293  LAPLACE CORR-           6.04  (seconds)                    DEFLEC99
 SF0293  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 SF0293
 SF0293  HORZ ORDER  -  THIRD
 SF0293
 SF0293.The horizontal coordinates were established by classical geodetic methods
 SF0293.and adjusted by the National Geodetic Survey in March 1998..
 SF0293
 SF0293
 SF0293.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0293
 SF0293.The geoid height was determined by GEOID03.
 SF0293
 SF0293;                    North         East     Units Scale Factor Converg.
 SF0293;SPC ME E     -   410,868.972   316,126.000   MT  0.99990319   +0 09 25.4
 SF0293;UTM  19      - 5,245,821.716   553,875.166   MT  0.99963567   +0 31 29.7
 SF0293
 SF0293                          SUPERSEDED SURVEY CONTROL
 SF0293
 SF0293  NAD 83(1992)-  47 21 49.08426(N)    068 17 11.38946(W) AD(       ) 4
 SF0293  NAD 83(1986)-  47 21 49.08924(N)    068 17 11.38088(W) AD(       ) 4
 SF0293  NAD 27      -  47 21 48.94555(N)    068 17 13.22933(W) AD(       ) 3
 SF0293
 SF0293.Superseded values are not recommended for survey control.
 SF0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0293.See file dsdata.txt to determine how the superseded data were derived.
 SF0293
 SF0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN5387545822(NAD 83)
 SF0293_MARKER: 42 = RADIO/TV MAST
 SF0293
 SF0293  HISTORY     - Date     Condition        Report By
 SF0293  HISTORY     - 1973     FIRST OBSERVED   IBC
 SF0293  HISTORY     - 1975     GOOD             NGS
 SF0293
 SF0293                          STATION DESCRIPTION
 SF0293
 SF0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CRM)
 SF0293'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0291 ***********************************************************************
 SF0291  DESIGNATION -  IQ RA ST CJEM SSW MST IBC 1973
 SF0291  PID         -  SF0291
 SF0291  STATE/COUNTY-  ME/AROOSTOOK
 SF0291  USGS QUAD   -  MADAWASKA (1986)
 SF0291
 SF0291                         *CURRENT SURVEY CONTROL
 SF0291  ___________________________________________________________________
 SF0291* NAD 83(1996)-  47 21 45.61317(N)    068 17 14.99398(W)     ADJUSTED  
 SF0291* NAVD 88     -                                                        
 SF0291  ___________________________________________________________________
 SF0291  LAPLACE CORR-           5.98  (seconds)                    DEFLEC99
 SF0291  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 SF0291
 SF0291  HORZ ORDER  -  THIRD
 SF0291
 SF0291.The horizontal coordinates were established by classical geodetic methods
 SF0291.and adjusted by the National Geodetic Survey in March 1998..
 SF0291
 SF0291
 SF0291.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0291
 SF0291.The geoid height was determined by GEOID03.
 SF0291
 SF0291;                    North         East     Units Scale Factor Converg.
 SF0291;SPC ME E     -   410,761.435   316,050.730   MT  0.99990317   +0 09 22.8
 SF0291;UTM  19      - 5,245,713.727   553,800.608   MT  0.99963557   +0 31 27.0
 SF0291
 SF0291                          SUPERSEDED SURVEY CONTROL
 SF0291
 SF0291  NAD 83(1992)-  47 21 45.60850(N)    068 17 14.99099(W) AD(       ) 4
 SF0291  NAD 83(1986)-  47 21 45.61348(N)    068 17 14.98244(W) AD(       ) 4
 SF0291  NAD 27      -  47 21 45.46844(N)    068 17 16.82892(W) AD(       ) 3
 SF0291
 SF0291.Superseded values are not recommended for survey control.
 SF0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0291.See file dsdata.txt to determine how the superseded data were derived.
 SF0291
 SF0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN5380145714(NAD 83)
 SF0291_MARKER: 42 = RADIO/TV MAST
 SF0291
 SF0291  HISTORY     - Date     Condition        Report By
 SF0291  HISTORY     - 1973     FIRST OBSERVED   IBC
 SF0291  HISTORY     - 1975     GOOD             NGS
 SF0291
 SF0291                          STATION DESCRIPTION
 SF0291
 SF0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CRM)
 SF0291'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1889 ***********************************************************************
 PE1889  DESIGNATION -  IRESON
 PE1889  PID         -  PE1889
 PE1889  STATE/COUNTY-  ME/HANCOCK
 PE1889  USGS QUAD   -  SALSBURY COVE (1981)
 PE1889
 PE1889                         *CURRENT SURVEY CONTROL
 PE1889  ___________________________________________________________________
 PE1889* NAD 83(1996)-  44 25 55.48916(N)    068 15 48.00975(W)     ADJUSTED  
 PE1889* NAVD 88     -        70.     (meters)     230.     (feet)  SCALED    
 PE1889  ___________________________________________________________________
 PE1889  LAPLACE CORR-           4.53  (seconds)                    DEFLEC99
 PE1889  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 PE1889
 PE1889  HORZ ORDER  -  SECOND
 PE1889
 PE1889.The horizontal coordinates were established by classical geodetic methods
 PE1889.and adjusted by the National Geodetic Survey in March 1998..
 PE1889
 PE1889.The orthometric height was scaled from a topographic map.
 PE1889
 PE1889.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1889
 PE1889.The geoid height was determined by GEOID03.
 PE1889
 PE1889;                    North         East     Units Scale Factor Converg.
 PE1889;SPC ME E     -    85,066.303   318,841.735   MT  0.99990436   +0 09 56.4
 PE1889;UTM  19      - 4,920,128.745   558,631.108   MT  0.99964227   +0 30 56.6
 PE1889
 PE1889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1889!SPC ME E     -   0.99999283  x   0.99990436  =   0.99989719
 PE1889!UTM  19      -   0.99999283  x   0.99964227  =   0.99963511
 PE1889
 PE1889:                Primary Azimuth Mark                     Grid Az
 PE1889:SPC ME E     -  HANCOCK UNION CHURCH SPIRE               001 16 56.5
 PE1889:UTM  19      -  HANCOCK UNION CHURCH SPIRE               000 55 56.3
 PE1889
 PE1889|---------------------------------------------------------------------|
 PE1889| PID    Reference Object                     Distance      Geod. Az  |
 PE1889|                                                           dddmmss.s |
 PE1889| PE1729 HANCOCK UNION CHURCH SPIRE          APPROX.11.0 KM 0012652.9 |
 PE1889| PE1805 HANCOCK PT STEEL TWR WINDMILL       APPROX. 4.6 KM 0290747.7 |
 PE1889| PE1757 SOUTH GOULDSBORO CHURCH SPIRE       APPROX.12.3 KM 0904448.8 |
 PE1889| CE8035 IRESON RM 1                          18.414 METERS 21050     |
 PE1889| PE1939 WEST TRENTON UNION CHURCH           APPROX.10.9 KM 2730234.0 |
 PE1889| PE1874 HADLEYS PT PEAK ROOF YEL CUP        APPROX. 3.6 KM 2772702.0 |
 PE1889| PE1868 TRENTON MOUTH OF JORDAN R CH        APPROX. 8.6 KM 2850411.7 |
 PE1889| CE8036 IRESON RM 2                          14.260 METERS 29137     |
 PE1889| PE1872 LAMOINE BEACH BLACK STANDPIPE       APPROX. 3.6 KM 3092340.8 |
 PE1889| PE1867 EAST LAMOINE GRAY CHURCH SPIRE      APPROX. 6.0 KM 3104348.0 |
 PE1889| PE1875 TRENTON PT SCHOOLHOUSE CUPOLA       APPROX. 4.6 KM 3121441.3 |
 PE1889| PE1876 TRENTON POINT RESET                 APPROX. 5.1 KM 3191534.3 |
 PE1889| PE1881 MARLBORO OLD POINT BARN CUPOLA      APPROX. 4.9 KM 3523949.3 |
 PE1889|---------------------------------------------------------------------|
 PE1889
 PE1889                          SUPERSEDED SURVEY CONTROL
 PE1889
 PE1889  NAD 83(1992)-  44 25 55.48477(N)    068 15 48.00954(W) AD(       ) 2
 PE1889  NAD 83(1986)-  44 25 55.48355(N)    068 15 48.01368(W) AD(       ) 2
 PE1889  NAD 27      -  44 25 55.20200(N)    068 15 49.96200(W) AD(       ) 2
 PE1889
 PE1889.Superseded values are not recommended for survey control.
 PE1889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1889.See file dsdata.txt to determine how the superseded data were derived.
 PE1889
 PE1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK5863120129(NAD 83)
 PE1889_MARKER: Z = SEE DESCRIPTION
 PE1889_SETTING: 0 = UNSPECIFIED SETTING
 PE1889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE1889+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2005
 PE1889
 PE1889  HISTORY     - Date     Condition        Report By
 PE1889  HISTORY     - 1934     MONUMENTED       CGS
 PE1889  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE1889  HISTORY     - 1988     GOOD             USPSQD
 PE1889  HISTORY     - 20050401 GOOD             PATRIO
 PE1889
 PE1889                          STATION DESCRIPTION
 PE1889
 PE1889'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1889'THE STATION IS ON THE N SIDE OF MOUNT DESERT ISLAND, 3-1/2
 PE1889'MILES NW OF BAR HARBOR AND 9-1/2 MILES SE OF ELLSWORTH.  HANIBAL
 PE1889'HAMILIN AND O.W. TAPLEY OF ELSWORTH OWN THE LAND.
 PE1889'
 PE1889'THE STATION MARK IS ON THE SUMMIT OR 70 FEET SW OF PROBABLE
 PE1889'SUMMIT.  IT IS 12 FEET W OF CENTER LINE OF WOOD ROAD AND 40
 PE1889'FEET W OF W GUTTER OF A CRUSHED STONE ROAD NOW GROWN OVER BY
 PE1889'WHITE BIRCHES, BOTH ROADS BEING PARALLEL IN A N AND S DIRECTION
 PE1889'AT THIS POINT.
 PE1889'
 PE1889'THE STATION AND REFERENCE MARK NO. 2 ARE STANDARD BRONZE DISKS
 PE1889'SET IN CONCRETE.
 PE1889'
 PE1889'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK WEDGED IN A
 PE1889'DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS A ROUGH LEDGE ABOUT
 PE1889'55 FEET W OF CENTER LINE OF WOODS ROAD AND 32 FEET NE OF A
 PE1889'4-FOOT SHARP RIDGED ROCK WHICH EXTENDS ABOUT 1-1/2 FEET OUT OF
 PE1889'THE GROUND, AND IS 60.41 FEET SSW OF STATION.
 PE1889'
 PE1889'REFERENCE MARK NO. 2 IS ABOUT 38 FEET W OF CENTER LINE OF
 PE1889'WOODS ROAD AND 20 FEET SSE OF 3-FOOT SQUARE ROCK WHICH EXTENDS
 PE1889'ABOUT 1-1/2 FEET OUT OF THE GROUND.  IT IS 46.79 FEET WNW OF
 PE1889'STATION.
 PE1889'
 PE1889'TO REACH FROM JUNCTION OF HIGHWAYS 3 AND 198, GO E ON HIGHWAY
 PE1889'3 ABOUT 5-1/2 MILES TO THE TOP OF A HILL AND TAKE WOODS ROAD
 PE1889'LEFT JUST BEYOND SUMMIT.  FOLLOW 0.1 MILE TO FORK, TAKE LEFT
 PE1889'0.1 MILE TO STATION.
 PE1889'
 PE1889'A 60-FOOT SIGNAL WAS USED.
 PE1889
 PE1889                          STATION RECOVERY (1944)
 PE1889
 PE1889'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1889'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED BY K.G.C. IN
 PE1889'1934, EXCEPT THAT THE CRUSHED STONE ROAD MENTIONED IN THE
 PE1889'DESCRIPTION AS BEING GROWN OVER WITH BIRCH TREES, IS NOW BEING
 PE1889'TRAVELED.  DISTANCES TO REFERENCE MARKS WERE CHECKED.
 PE1889
 PE1889                          STATION RECOVERY (1988)
 PE1889
 PE1889'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE1889'RECOVERED IN GOOD CONDITION.
 PE1889
 PE1889                          STATION RECOVERY (2005)
 PE1889
 PE1889'RECOVERY NOTE BY PATRIOT LAND SURVEYORS 2005 (JBC)
 PE1889'NOW WEST OF AN A-FRAME BUILDING IN USE AS A WELL HOUSE FOR A
 PE1889'CAMPGROUND. MARK IS 15.3' SOUTHWESTERLY FROM NORTHWEST CORNER OF WELL
 PE1889'HOUSE AND 2.7' NORTHWESTERLY FROM SOUTHWEST CORNER OF WELL HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1383 ***********************************************************************
 QG1383  DESIGNATION -  IRISH
 QG1383  PID         -  QG1383
 QG1383  STATE/COUNTY-  ME/AROOSTOOK
 QG1383  USGS QUAD   -  CRYSTAL (1989)
 QG1383
 QG1383                         *CURRENT SURVEY CONTROL
 QG1383  ___________________________________________________________________
 QG1383* NAD 83(1996)-  45 54 51.91050(N)    068 18 46.47335(W)     ADJUSTED  
 QG1383* NAVD 88     -       882.     (meters)    2894.     (feet)  SCALED    
 QG1383  ___________________________________________________________________
 QG1383  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 QG1383  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 QG1383
 QG1383  HORZ ORDER  -  THIRD
 QG1383
 QG1383.The horizontal coordinates were established by classical geodetic methods
 QG1383.and adjusted by the National Geodetic Survey in March 1998..
 QG1383
 QG1383.The orthometric height was scaled from a topographic map.
 QG1383
 QG1383.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1383
 QG1383.The geoid height was determined by GEOID03.
 QG1383
 QG1383;                    North         East     Units Scale Factor Converg.
 QG1383;SPC ME E     -   249,779.624   314,513.541   MT  0.99990259   +0 08 03.8
 QG1383;UTM  19      - 5,084,768.492   553,284.951   MT  0.99963490   +0 29 36.8
 QG1383
 QG1383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1383!SPC ME E     -   0.99986553  x   0.99990259  =   0.99976813
 QG1383!UTM  19      -   0.99986553  x   0.99963490  =   0.99950048
 QG1383
 QG1383:                Primary Azimuth Mark                     Grid Az
 QG1383:SPC ME E     -  CHASE                                    329 17 37.9
 QG1383:UTM  19      -  CHASE                                    328 56 04.9
 QG1383
 QG1383|---------------------------------------------------------------------|
 QG1383| PID    Reference Object                     Distance      Geod. Az  |
 QG1383|                                                           dddmmss.s |
 QG1383| RF0713 CHASE                               APPROX.25.1 KM 3292541.7 |
 QG1383|---------------------------------------------------------------------|
 QG1383
 QG1383                          SUPERSEDED SURVEY CONTROL
 QG1383
 QG1383  NAD 83(1992)-  45 54 51.90787(N)    068 18 46.47077(W) AD(       ) 3
 QG1383  NAD 83(1986)-  45 54 51.91242(N)    068 18 46.48407(W) AD(       ) 3
 QG1383  NAD 27      -  45 54 51.72194(N)    068 18 48.39305(W) AD(       ) 3
 QG1383
 QG1383.Superseded values are not recommended for survey control.
 QG1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1383.See file dsdata.txt to determine how the superseded data were derived.
 QG1383
 QG1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL5328584768(NAD 83)
 QG1383_MARKER: DD = SURVEY DISK
 QG1383_SETTING: 80 = SET IN A BOULDER
 QG1383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG1383+STABILITY: SURFACE MOTION
 QG1383
 QG1383  HISTORY     - Date     Condition        Report By
 QG1383  HISTORY     - 1927     MONUMENTED       USGS
 QG1383
 QG1383                          STATION DESCRIPTION
 QG1383
 QG1383'DESCRIBED BY US GEOLOGICAL SURVEY 1927
 QG1383'ON CLEARED HILL IN TOWN KNOWN AS GLEDEN HILL, PROPERTY OF MR. IRISH
 QG1383'WHO LIVES 0.5 MI NW.
 QG1383'STATION MARK-  DISK IN BOULDER SET FLUSH WITH SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1853 ***********************************************************************
 PE1853  DESIGNATION -  IRISH 1944
 PE1853  PID         -  PE1853
 PE1853  STATE/COUNTY-  ME/HANCOCK
 PE1853  USGS QUAD   -  SWANS ISLAND (1983)
 PE1853
 PE1853                         *CURRENT SURVEY CONTROL
 PE1853  ___________________________________________________________________
 PE1853* NAD 83(1996)-  44 08 33.61632(N)    068 29 07.01062(W)     ADJUSTED  
 PE1853* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 PE1853  ___________________________________________________________________
 PE1853  LAPLACE CORR-           4.52  (seconds)                    DEFLEC99
 PE1853  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 PE1853
 PE1853  HORZ ORDER  -  THIRD
 PE1853
 PE1853.The horizontal coordinates were established by classical geodetic methods
 PE1853.and adjusted by the National Geodetic Survey in March 1998..
 PE1853
 PE1853.The orthometric height was scaled from a topographic map.
 PE1853
 PE1853.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1853
 PE1853.The geoid height was determined by GEOID03.
 PE1853
 PE1853;                    North         East     Units Scale Factor Converg.
 PE1853;SPC ME E     -    52,883.862   301,177.626   MT  0.99990002   +0 00 36.9
 PE1853;UTM  19      - 4,887,848.003   541,168.161   MT  0.99962084   +0 21 30.5
 PE1853
 PE1853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1853!SPC ME E     -   1.00000294  x   0.99990002  =   0.99990296
 PE1853!UTM  19      -   1.00000294  x   0.99962084  =   0.99962378
 PE1853
 PE1853                          SUPERSEDED SURVEY CONTROL
 PE1853
 PE1853  NAD 83(1992)-  44 08 33.62642(N)    068 29 06.99560(W) AD(       ) 3
 PE1853  NAD 83(1986)-  44 08 33.62674(N)    068 29 06.99938(W) AD(       ) 3
 PE1853  NAD 27      -  44 08 33.33200(N)    068 29 08.91800(W) AD(       ) 3
 PE1853
 PE1853.Superseded values are not recommended for survey control.
 PE1853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1853.See file dsdata.txt to determine how the superseded data were derived.
 PE1853
 PE1853_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ4116887848(NAD 83)
 PE1853
 PE1853  HISTORY     - Date     Condition        Report By
 PE1853  HISTORY     - 1944     MONUMENTED       CGS
 PE1853  HISTORY     - 1956     SEE DESCRIPTION  CGS
 PE1853
 PE1853                          STATION DESCRIPTION
 PE1853
 PE1853'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1853'STATION IS LOCATED ON THE TIP OF IRISH POINT ON THE SOUTHWEST
 PE1853'SIDE OF SWAN ISLAND.  MARK IS ON ABOUT THE CENTER OF THE POINT,
 PE1853'ON A CONSPICUOUS ROCK POINT WHICH IS ABOUT 10 FEET HIGHER
 PE1853'THAN THE SURROUNDING AREA, ABOUT 1 METER IN FROM END AND
 PE1853'BOTH SIDES OF SMALL ROCKY POINT.  IT IS ABOUT 25 METERS NORTH
 PE1853'OF THE HIGH WATER LINE.  MARK IS A STANDARD TOPOGRAPHIC
 PE1853'STATION DISC STAMPED IRISH 1944 SET IN LEDGE ROCK.
 PE1853'
 PE1853'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK 20 FEET.
 PE1853
 PE1853                          STATION RECOVERY (1956)
 PE1853
 PE1853'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 PE1853'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE STATION MARK
 PE1853'IS A STANDARD TOPOGRAPHIC DISK, STAMPED IRISH 1944.  THE ORIGINAL
 PE1853'DESCRIPTION IS ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0941 ***********************************************************************
 PD0941  DESIGNATION -  IRON WORKS MTN 1887
 PD0941  PID         -  PD0941
 PD0941  STATE/COUNTY-  ME/WASHINGTON
 PD0941  USGS QUAD   -  PEMBROKE (1977)
 PD0941
 PD0941                         *CURRENT SURVEY CONTROL
 PD0941  ___________________________________________________________________
 PD0941* NAD 83(1996)-  44 59 24.94741(N)    067 10 24.15728(W)     ADJUSTED  
 PD0941* NAVD 88     -        88.     (meters)     289.     (feet)  SCALED    
 PD0941  ___________________________________________________________________
 PD0941  LAPLACE CORR-           5.32  (seconds)                    DEFLEC99
 PD0941  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 PD0941
 PD0941  HORZ ORDER  -  THIRD
 PD0941
 PD0941.The horizontal coordinates were established by classical geodetic methods
 PD0941.and adjusted by the National Geodetic Survey in March 1998..
 PD0941
 PD0941.The orthometric height was scaled from a topographic map.
 PD0941
 PD0941.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0941
 PD0941.The geoid height was determined by GEOID03.
 PD0941
 PD0941;                    North         East     Units Scale Factor Converg.
 PD0941;SPC ME E     -   147,917.823   404,607.294   MT  1.00003451   +0 56 16.8
 PD0941;UTM  19      - 4,983,491.748   643,990.258   MT  0.99985494   +1 17 29.8
 PD0941
 PD0941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0941!SPC ME E     -   0.99998981  x   1.00003451  =   1.00002432
 PD0941!UTM  19      -   0.99998981  x   0.99985494  =   0.99984476
 PD0941
 PD0941:                Primary Azimuth Mark                     Grid Az
 PD0941:SPC ME E     -  SHORTLAND                                007 15 51.3
 PD0941:UTM  19      -  SHORTLAND                                006 54 38.3
 PD0941
 PD0941|---------------------------------------------------------------------|
 PD0941| PID    Reference Object                     Distance      Geod. Az  |
 PD0941|                                                           dddmmss.s |
 PD0941| QF0690 SHORTLAND                           APPROX.11.3 KM 0081208.1 |
 PD0941|---------------------------------------------------------------------|
 PD0941
 PD0941                          SUPERSEDED SURVEY CONTROL
 PD0941
 PD0941  NAD 83(1992)-  44 59 24.93697(N)    067 10 24.15631(W) AD(       ) 3
 PD0941  NAD 83(1986)-  44 59 24.93595(N)    067 10 24.15825(W) AD(       ) 3
 PD0941  NAD 27      -  44 59 24.65000(N)    067 10 26.21200(W) AD(       ) 3
 PD0941
 PD0941.Superseded values are not recommended for survey control.
 PD0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0941.See file dsdata.txt to determine how the superseded data were derived.
 PD0941
 PD0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK4399083492(NAD 83)
 PD0941_MARKER: H = DRILL HOLE
 PD0941_SETTING: 80 = SET IN A BOULDER
 PD0941_SP_SET: SET IN DRILL HOLE IN A BOULDER
 PD0941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0941+STABILITY: SURFACE MOTION
 PD0941
 PD0941  HISTORY     - Date     Condition        Report By
 PD0941  HISTORY     - 1887     MONUMENTED       CGS
 PD0941  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0941  HISTORY     - 1946     GOOD             IBC
 PD0941
 PD0941                          STATION DESCRIPTION
 PD0941
 PD0941'DESCRIBED BY COAST AND GEODETIC SURVEY 1887 (CHB)
 PD0941'ON THE SUMMIT OF THE HIGH ROCKY HILL FORMERLY KNOWN AS---PEMBROKE
 PD0941'IRON WORKS MOUNTAIN---AND FORMERLY THE PROPERTY OF THAT COMPANY, BUT
 PD0941'NOW BELONGING TO HADDON SPRAGUE.  IT IS ABOUT 2 MILES N OF THE E END
 PD0941'OF PEMBROKE VILLAGE, ABOUT 1 MILE E OF PENNAMAQUAN RIVER, AND ABOUT
 PD0941'THE SAME DISTANCE SW OF THE ROAD FROM EASTPORT AND PERRY.  THE STATION
 PD0941'IS ON TOP OF A 3 - FOOT BOULDER OF GRANITE SEAMED WITH QUARTZ, AND
 PD0941'IS MARKED BY A HOLE DRILLED IN THE ROCK.
 PD0941
 PD0941                          STATION RECOVERY (1946)
 PD0941
 PD0941'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0941'STATION IS ON THE SUMMIT OF THE HIGH ROCKY HILL FORMERLY KNOWN
 PD0941'AS PEMBROKE IRON WORKS MOUNTAIN AND FORMERLY THE PROPERTY OF THAT
 PD0941'COMPANY, BUT NOW BELONGING TO HADDON SPRAGUE.  IT IS ABOUT 2
 PD0941'MILES N OF THE E END OF PEMBROKE VILLAGE, ABOUT 1 MILE E OF
 PD0941'PENNAMAQUAN RIVER, AND ABOUT THE SAME DISTANCE SW OF THE ROAD
 PD0941'FROM EASTPORT AND PERRY.  THE STATION IS ON TOP OF A 3-FOOT
 PD0941'BOULDER OF GRANITE SEAMED WITH QUARTZ, AND IS MARKED BY A HOLE
 PD0941'DRILLED IN THE ROCK.  HILL HAS SPRUCE AND HARDWOOD ON IT IN
 PD0941'1946 AND IS KNOWN AS JONESES MOUNTAIN.
 PD0941
 PD0941                          STATION RECOVERY (1946)
 PD0941
 PD0941'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 PD0941'RECOVERED IN GOOD CONDITION.  HILL HAS SPRUCE AND HARDWOOD ON IT AND
 PD0941'IS KNOWN AS JONESES MOUNTAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1796 ***********************************************************************
 PE1796  DESIGNATION -  IRONBOUND ISLAND HOUSE CHIMNEY
 PE1796  PID         -  PE1796
 PE1796  STATE/COUNTY-  ME/HANCOCK
 PE1796  USGS QUAD   -  BAR HARBOR (1982)
 PE1796
 PE1796                         *CURRENT SURVEY CONTROL
 PE1796  ___________________________________________________________________
 PE1796* NAD 83(1996)-  44 23 29.42623(N)    068 08 15.69409(W)     ADJUSTED  
 PE1796* NAVD 88     -                                                        
 PE1796  ___________________________________________________________________
 PE1796  LAPLACE CORR-           3.52  (seconds)                    DEFLEC99
 PE1796  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 PE1796
 PE1796  HORZ ORDER  -  THIRD
 PE1796
 PE1796.The horizontal coordinates were established by classical geodetic methods
 PE1796.and adjusted by the National Geodetic Survey in March 1998..
 PE1796
 PE1796
 PE1796.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1796
 PE1796.The geoid height was determined by GEOID03.
 PE1796
 PE1796;                    North         East     Units Scale Factor Converg.
 PE1796;SPC ME E     -    80,594.868   328,864.632   MT  0.99991024   +0 15 12.4
 PE1796;UTM  19      - 4,915,719.740   568,678.542   MT  0.99965801   +0 36 11.7
 PE1796
 PE1796                          SUPERSEDED SURVEY CONTROL
 PE1796
 PE1796  NAD 83(1992)-  44 23 29.42439(N)    068 08 15.70011(W) AD(       ) 4
 PE1796  NAD 83(1986)-  44 23 29.42252(N)    068 08 15.70519(W) AD(       ) 4
 PE1796  NAD 27      -  44 23 29.15000(N)    068 08 17.69000(W) AD(       ) 3
 PE1796
 PE1796.Superseded values are not recommended for survey control.
 PE1796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1796.See file dsdata.txt to determine how the superseded data were derived.
 PE1796
 PE1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK6867915720(NAD 83)
 PE1796
 PE1796  HISTORY     - Date     Condition        Report By
 PE1796  HISTORY     - UNK      MONUMENTED
 PE1796  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE1796
 PE1796                          STATION DESCRIPTION
 PE1796
 PE1796'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1796'THE STATION IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0940 ***********************************************************************
 QF0940  DESIGNATION -  IRVING IBC
 QF0940  PID         -  QF0940
 QF0940  STATE/COUNTY-  ME/WASHINGTON
 QF0940  USGS QUAD   -  WOODLAND (1987)
 QF0940
 QF0940                         *CURRENT SURVEY CONTROL
 QF0940  ___________________________________________________________________
 QF0940* NAD 83(1996)-  45 08 59.31148(N)    067 22 45.25746(W)     ADJUSTED  
 QF0940* NAVD 88     -        30.     (meters)      98.     (feet)  SCALED    
 QF0940  ___________________________________________________________________
 QF0940  LAPLACE CORR-           4.48  (seconds)                    DEFLEC99
 QF0940  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 QF0940
 QF0940  HORZ ORDER  -  THIRD
 QF0940
 QF0940.The horizontal coordinates were established by classical geodetic methods
 QF0940.and adjusted by the National Geodetic Survey in March 1998..
 QF0940
 QF0940.The orthometric height was scaled from a topographic map.
 QF0940
 QF0940.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0940
 QF0940.The geoid height was determined by GEOID03.
 QF0940
 QF0940;                    North         East     Units Scale Factor Converg.
 QF0940;SPC ME E     -   165,401.707   388,129.107   MT  0.99999547   +0 47 40.6
 QF0940;UTM  19      - 5,000,870.196   627,407.445   MT  0.99979959   +1 08 57.1
 QF0940
 QF0940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0940!SPC ME E     -   0.99999900  x   0.99999547  =   0.99999447
 QF0940!UTM  19      -   0.99999900  x   0.99979959  =   0.99979859
 QF0940
 QF0940|---------------------------------------------------------------------|
 QF0940| PID    Reference Object                     Distance      Geod. Az  |
 QF0940|                                                           dddmmss.s |
 QF0940| QF1046 AHEARN                              257.160 METERS 18629     |
 QF0940| QF0943 LOVERING                            337.709 METERS 30159     |
 QF0940| QF0942 CURVE IBC 1910                      339.014 METERS 34047     |
 QF0940|---------------------------------------------------------------------|
 QF0940
 QF0940                          SUPERSEDED SURVEY CONTROL
 QF0940
 QF0940  NAD 83(1992)-  45 08 59.30663(N)    067 22 45.25597(W) AD(       ) 3
 QF0940  NAD 83(1986)-  45 08 59.30900(N)    067 22 45.26158(W) AD(       ) 3
 QF0940  NAD 27      -  45 08 59.03900(N)    067 22 47.29100(W) AD(       ) 3
 QF0940
 QF0940.Superseded values are not recommended for survey control.
 QF0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0940.See file dsdata.txt to determine how the superseded data were derived.
 QF0940
 QF0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2740700870(NAD 83)
 QF0940_MARKER: DH = HORIZONTAL CONTROL DISK
 QF0940_SETTING: 80 = SET IN A BOULDER
 QF0940_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF0940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0940+STABILITY: SURFACE MOTION
 QF0940
 QF0940  HISTORY     - Date     Condition        Report By
 QF0940  HISTORY     - 1910     MONUMENTED       IBC
 QF0940
 QF0940                          STATION DESCRIPTION
 QF0940
 QF0940'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (AJB)
 QF0940'IN THE ST CROIX RIVER, 1-1/4 MILES BELOW THE WOODLAND DAM, ON GRASS
 QF0940'OR IRVING ISLAND.  IT IS ON THE NE SIDE OF THE ISLAND, 193 METERS
 QF0940'FROM THE UPPER END OF THE LITTLE BAY IN THE LOWER END OF THE ISLAND,
 QF0940'134 METERS FROM THE UPPER END OF THE ISLAND, AND 7 METERS BACK FROM
 QF0940'THE SHORE.
 QF0940'
 QF0940'STATION MARK IS A COPPER DISK SET IN A DRILL HOLE IN A ROCK.  THE
 QF0940'LETTERS---C.R.M.---ARE CUT IN THE ROCK.  A CROSS WITHIN A TRIANGLE
 QF0940'IS CUT IN A ROCK 2.17 METERS DOWNSTREAM AND SHOREWARD OF THE STATION.
 QF0940'A CROSS IS CUT IN A ROCK 3.50 METERS UPSTREAM AND SHOREWARD FROM THE
 QF0940'STATION.  AND A LIKE MARK IS CUT IN A ROCK 2.89 METERS INLAND FROM
 QF0940'THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1727 ***********************************************************************
 PE1727  DESIGNATION -  ISLAND
 PE1727  PID         -  PE1727
 PE1727  STATE/COUNTY-  ME/HANCOCK
 PE1727  USGS QUAD   -  HANCOCK (1981)
 PE1727
 PE1727                         *CURRENT SURVEY CONTROL
 PE1727  ___________________________________________________________________
 PE1727* NAD 83(1996)-  44 32 56.68462(N)    068 15 43.61240(W)     ADJUSTED  
 PE1727* NAVD 88     -        18.     (meters)      59.     (feet)  SCALED    
 PE1727  ___________________________________________________________________
 PE1727  LAPLACE CORR-           3.97  (seconds)                    DEFLEC99
 PE1727  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 PE1727
 PE1727  HORZ ORDER  -  THIRD
 PE1727
 PE1727.The horizontal coordinates were established by classical geodetic methods
 PE1727.and adjusted by the National Geodetic Survey in March 1998..
 PE1727
 PE1727.The orthometric height was scaled from a topographic map.
 PE1727
 PE1727.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1727
 PE1727.The geoid height was determined by GEOID03.
 PE1727
 PE1727;                    North         East     Units Scale Factor Converg.
 PE1727;SPC ME E     -    98,066.400   318,901.158   MT  0.99990439   +0 10 00.8
 PE1727;UTM  19      - 4,933,125.555   558,611.030   MT  0.99964224   +0 31 03.6
 PE1727
 PE1727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1727!SPC ME E     -   1.00000102  x   0.99990439  =   0.99990541
 PE1727!UTM  19      -   1.00000102  x   0.99964224  =   0.99964326
 PE1727
 PE1727:                Primary Azimuth Mark                     Grid Az
 PE1727:SPC ME E     -  MACOMBER H NEW BARN E GABLE              001 45 02.3
 PE1727:UTM  19      -  MACOMBER H NEW BARN E GABLE              001 23 59.5
 PE1727
 PE1727|---------------------------------------------------------------------|
 PE1727| PID    Reference Object                     Distance      Geod. Az  |
 PE1727|                                                           dddmmss.s |
 PE1727| PE1728 MACOMBER H NEW BARN E GABLE         APPROX. 3.5 KM 0015503.1 |
 PE1727| PE1716 TUCKER 2 RESET                      APPROX. 7.1 KM 1174742.0 |
 PE1727| PE1729 HANCOCK UNION CHURCH SPIRE          APPROX. 2.0 KM 1745451.7 |
 PE1727| PE1733 CLINES BARN EAST GABLE              APPROX. 2.0 KM 2525321.6 |
 PE1727| PE1725 BUTLERS POINT BARN SW GABLE         APPROX. 1.7 KM 3355943.7 |
 PE1727|---------------------------------------------------------------------|
 PE1727
 PE1727                          SUPERSEDED SURVEY CONTROL
 PE1727
 PE1727  NAD 83(1992)-  44 32 56.67804(N)    068 15 43.61492(W) AD(       ) 3
 PE1727  NAD 83(1986)-  44 32 56.67644(N)    068 15 43.61821(W) AD(       ) 3
 PE1727  NAD 27      -  44 32 56.39000(N)    068 15 45.56000(W) AD(       ) 3
 PE1727
 PE1727.Superseded values are not recommended for survey control.
 PE1727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1727.See file dsdata.txt to determine how the superseded data were derived.
 PE1727
 PE1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK5861133126(NAD 83)
 PE1727
 PE1727  HISTORY     - Date     Condition        Report By
 PE1727  HISTORY     - 1879     MONUMENTED       CGS
 PE1727  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE1727
 PE1727                          STATION DESCRIPTION
 PE1727
 PE1727'DESCRIBED BY COAST AND GEODETIC SURVEY 1879 (HGO)
 PE1727'ON THE HIGHEST PART OF A BARE LEDGE NEAR THE SOUTHEASTERN END
 PE1727'OF CRABTREE OR BURYING ISLAND, WHICH LIES ABOUT 2-1/4 MILES
 PE1727'SSW OF WEST FRANKLIN, AT THE JUNCTION OF TAUNTON AND EGYPT BAYS,
 PE1727'AND MIDWAY BETWEEN BUTLER AND CEDAR POINTS.
 PE1727'
 PE1727'THE STATION MARK IS A HOLE DRILLED IN A ROCK.
 PE1727
 PE1727                          STATION RECOVERY (1944)
 PE1727
 PE1727'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1727'STATION RECOVERED.  DESCRIPTION IS ADEQUATE EXCEPT STATION IS
 PE1727'10 METERS N OF THE N END OF A BRUSH-COVERED OPEN SPACE AND IS
 PE1727'150 METERS N OF THE SE TIP OF THE ISLAND.  MARK IS ABOUT A
 PE1727'1/2-INCH DRILL HOLE, ABOUT 1/2-INCH DEEP, SET IN A SMALL
 PE1727'DEPRESSION IN THE LEDGE, AND IS ABOUT 1/2 METER N OF THE VERY
 PE1727'HIGHEST PART OF LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0116 ***********************************************************************
 RF0116  DESIGNATION -  ISLAND FALLS
 RF0116  PID         -  RF0116
 RF0116  STATE/COUNTY-  ME/AROOSTOOK
 RF0116  USGS QUAD   -  ISLAND FALLS (1986)
 RF0116
 RF0116                         *CURRENT SURVEY CONTROL
 RF0116  ___________________________________________________________________
 RF0116* NAD 83(1996)-  46 00 58.69190(N)    068 16 45.45377(W)     ADJUSTED  
 RF0116* NAVD 88     -       138.787  (meters)     455.34   (feet)  ADJUSTED  
 RF0116  ___________________________________________________________________
 RF0116  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 RF0116  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 RF0116  DYNAMIC HT  -         138.793 (meters)     455.36  (feet)  COMP
 RF0116  MODELED GRAV-     980,655.9   (mgal)                       NAVD 88
 RF0116
 RF0116  HORZ ORDER  -  SECOND
 RF0116  VERT ORDER  -  SECOND    CLASS 0
 RF0116
 RF0116.The horizontal coordinates were established by classical geodetic methods
 RF0116.and adjusted by the National Geodetic Survey in March 1998..
 RF0116
 RF0116.The orthometric height was determined by differential leveling
 RF0116.and adjusted by the National Geodetic Survey in June 1991..
 RF0116
 RF0116.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0116
 RF0116.The geoid height was determined by GEOID03.
 RF0116
 RF0116.The dynamic height is computed by dividing the NAVD 88
 RF0116.geopotential number by the normal gravity value computed on the
 RF0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0116.degrees latitude (g = 980.6199 gals.).
 RF0116
 RF0116.The modeled gravity was interpolated from observed gravity values.
 RF0116
 RF0116;                    North         East     Units Scale Factor Converg.
 RF0116;SPC ME E     -   261,109.596   317,089.982   MT  0.99990359   +0 09 31.7
 RF0116;UTM  19      - 5,096,111.382   555,789.590   MT  0.99963826   +0 31 06.9
 RF0116
 RF0116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0116!SPC ME E     -   0.99998199  x   0.99990359  =   0.99988559
 RF0116!UTM  19      -   0.99998199  x   0.99963826  =   0.99962026
 RF0116
 RF0116|---------------------------------------------------------------------|
 RF0116| PID    Reference Object                     Distance      Geod. Az  |
 RF0116|                                                           dddmmss.s |
 RF0116| RF0117 ISLAND FALLS RM 1                     9.510 METERS 04113     |
 RF0116| RF0712 MAY MOUNTAIN FIRE TOWER             APPROX. 2.4 KM 0632057.9 |
 RF0116| RF0115 ISLAND FALLS RM 2                    13.720 METERS 24603     |
 RF0116| DA5440 ISLAND FALLS AZ MK                                 3363436.9 |
 RF0116|---------------------------------------------------------------------|
 RF0116
 RF0116                          SUPERSEDED SURVEY CONTROL
 RF0116
 RF0116  NAD 83(1992)-  46 00 58.68901(N)    068 16 45.44962(W) AD(       ) 2
 RF0116  NAD 83(1986)-  46 00 58.69344(N)    068 16 45.46490(W) AD(       ) 2
 RF0116  NAD 27      -  46 00 58.50540(N)    068 16 47.37000(W) AD(       ) 2
 RF0116  NGVD 29 (??/??/92)  138.958  (m)          455.90   (f) ADJ UNCH    2 0
 RF0116
 RF0116.Superseded values are not recommended for survey control.
 RF0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0116.See file dsdata.txt to determine how the superseded data were derived.
 RF0116
 RF0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL5579096111(NAD 83)
 RF0116_MARKER: DS = TRIANGULATION STATION DISK
 RF0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RF0116_STAMPING: ISLAND FALLS 1959
 RF0116_MARK LOGO: CGS   
 RF0116_MAGNETIC: N = NO MAGNETIC MATERIAL
 RF0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0116+STABILITY: SURFACE MOTION
 RF0116
 RF0116  HISTORY     - Date     Condition        Report By
 RF0116  HISTORY     - 1959     MONUMENTED       CGS
 RF0116  HISTORY     - 1959     GOOD             CGS
 RF0116  HISTORY     - 1971     SEE DESCRIPTION  MEDT
 RF0116  HISTORY     - 1981     GOOD             MEDT
 RF0116  HISTORY     - 19810520 GOOD             NGS
 RF0116
 RF0116                          STATION DESCRIPTION
 RF0116
 RF0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (HRL)
 RF0116'STATION IS LOCATED ABOUT 0.1 MILE SOUTHWEST OF THE ISLAND FALLS
 RF0116'RAILROAD DEPOT AND ABOUT 1 MILE WEST-NORTHWEST OF ISLAND
 RF0116'FALLS.  STATION, A STANDARD DISK SET IN A 12X12 INCH CONCRETE
 RF0116'MONUMENT AND STAMPED ISLAND FALLS 1959 IS 4 FEET SOUTH OF A
 RF0116'UTILITY POLE, 15-1/2 FEET SOUTH OF SOUTH RAIL OF RAILROAD TRACKS,
 RF0116'34 FEET WEST OF SWITCH BOX AND 2.5 FEET SOUTHEAST OF WITNESS
 RF0116'POST.  THE MARK IS SET FLUSH WITH THE GROUND.
 RF0116'
 RF0116'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 2 AND STATE
 RF0116'HIGHWAY NO. 159 IN ISLAND FALLS, GO WESTERLY ON STATE HIGHWAY
 RF0116'NO. 159 FOR 0.1 MILE TO FORKS.  TURN RIGHT AND GO NORTHERLY ON
 RF0116'SURFACED ROAD FOR 0.7 MILE TO RAILROAD DEPOT.  TURN LEFT AND GO
 RF0116'WESTERLY FOR 0.1 MILE TO RAILROAD CROSSING AND STATION AS
 RF0116'DESCRIBED.  TURN RIGHT ACROSS TRACKS AND GO NORTHERLY FOR 0.1
 RF0116'MILE TO AZIMUTH MARK AS DESCRIBED.
 RF0116'
 RF0116'REFERENCE MARK NO. 1 A STANDARD DISK SET IN A 12X12 INCH CONCRETE
 RF0116'MONUMENT AND STAMPED ISLAND FALLS NO 1 1959 IS 5 FEET NORTH OF
 RF0116'SWITCH BOX AND 7 FEET SOUTH OF SOUTH RAIL OF RAILROAD TRACKS.  THE
 RF0116'MARK IS SET FLUSH WITH THE GROUND.
 RF0116'
 RF0116'REFERENCE MARK NO. 2, A STANDARD DISK SET IN A 12X12 INCH CONCRETE
 RF0116'MONUMENT AND STAMPED ISLAND FALLS NO 2 1959 IS 32-1/2 FEET NORTHEAST
 RF0116'OF A RAILROAD SWITCH, 7 FEET SOUTH OF SOUTH RAIL OF RAILROAD
 RF0116'TRACKS AND 6 FEET NORTH OF NORTH RAIL OF RAILROAD TRACKS.  THE
 RF0116'MARK IS SET FLUSH WITH THE GROUND.
 RF0116'
 RF0116'AZIMUTH MARK, A STANDARD DISK SET IN A 12X12 INCH CONCRETE
 RF0116'MONUMENT AND STAMPED ISLAND FALLS 1959 IS 6 FEET WEST OF A
 RF0116'POWERLINE POLE, 111 FEET WEST OF SAW MILL BUILDING AND 3.5 FEET
 RF0116'SOUTHWEST OF WITNESS POST.  THE MARK PROJECTS 2 INCHES.
 RF0116'
 RF0116'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 RF0116
 RF0116                          STATION RECOVERY (1959)
 RF0116
 RF0116'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 RF0116'AT ISLAND FALLS.
 RF0116'AT ISLAND FALLS, 0.1 MILE SOUTHWEST ALONG THE BANGOR AND AROOSTOOK
 RF0116'RAILROAD FROM THE RAILROAD DEPOT BETWEEN MAIN TRACK AND SIDE
 RF0116'TRACK, 4 FEET SOUTH OF A UTILITY POLE, 15 1/2 FEET SOUTHWEST
 RF0116'OF SOUTHWEST RAIL OF MAIN TRACK, 34 FEET WEST OF SWITCH BOX AND
 RF0116'2.5 FEET SOUTHEAST OF WHITE METAL WITNESS POST, SET IN TOP OF A
 RF0116'CONCRETE POST AND SET FLUSH WITH THE GROUND.
 RF0116
 RF0116                          STATION RECOVERY (1971)
 RF0116
 RF0116'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1971 (BJR)
 RF0116'STATION ISLAND FALLS RECOVERED AS DESCRIBED.  R.M. 1 AND R.M. 2, AND
 RF0116'AZ MK NOT LOOKED FOR.
 RF0116
 RF0116                          STATION RECOVERY (1981)
 RF0116
 RF0116'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1981 (BJR)
 RF0116'ISLAND FALLS-1959 RECOVERED GOOD.
 RF0116'
 RF0116'ISLAND FALLS NO. 1 - 1959 RECOVERED GOOD.
 RF0116'
 RF0116'ISLAND FALLS NO. 2 - 1959 RECOVERED GOOD.
 RF0116'
 RF0116'AZ-ISLAND FALLS - 1959 DESTROYED.
 RF0116'
 RF0116'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1 MI.
 RF0116'WEST-NORTHWEST OF ISLAND FALLS.
 RF0116
 RF0116                          STATION RECOVERY (1981)
 RF0116
 RF0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 RF0116'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 RF0116'CONDITION.  THE AZIMUTH MARK WAS DESTROYED WHEN GRADING WORK WAS DONE
 RF0116'IN THE SAW MILL COMPLEX.  THE DISTANCE AND DIRECTION TO THE REFERENCE
 RF0116'MARKS CHECKED.  AZIMUTH MARK 2 WAS ESTABLISHED AT THIS TIME.  A NEW
 RF0116'DESCRIPTION FOLLOWS.
 RF0116' 
 RF0116'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) NORTH NORTHWEST OF
 RF0116'ISLAND FALLS AND JUST WEST OF A RAILROAD CROSSING AND SOUTH OF THE
 RF0116'MAIN LINE OF THE RAILROAD TRACKS.  TO REACH THE STATION FROM THE POST
 RF0116'OFFICE IN ISLAND FALLS, GO WEST ON STATE HIGHWAY 159 FOR 0.1 KM (0.05
 RF0116'MI) TO A FORK.  TAKE THE RIGHT FORK AND GO NORTH ON A PAVED ROAD FOR
 RF0116'1.1 KM (0.70 MI) TO WHERE THE ROAD TURNS LEFT.  TURN LEFT AND GO WEST
 RF0116'ON A DIRT ROAD FOR 0.2 KM (0.10 MI) TO THE STATION, JUST BEFORE
 RF0116'CROSSING RAILROAD TRACKS.
 RF0116' 
 RF0116'THE STATION IS A STANDARD NGS DISK STAMPED--ISLAND FALLS 1959--, SET
 RF0116'INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES OR 30 CM ON SIDE
 RF0116'FLUSH WITH GROUND LOCATED 67.0 FT (20.4 M) W FROM THE CENTER OF THE
 RF0116'RAILROAD CROSSING, 35.0 FT (10.7 M) W FROM A METAL SIGNAL BOX, 14.5 FT
 RF0116'(4.4 M) S FROM THE SOUTH RAIL OF A GROUP OF TRACKS, 12.0 FT (3.7 M) N
 RF0116'FROM THE NORTH RAIL OF A GROUP OF TRACKS, 4.0 FT (1.2 M) SSW FROM A
 RF0116'TELEPHONE POLE, AND 2.5 FT (0.8 M) SE FROM A METAL WITNESS POST.
 RF0116'REFERENCE MARK NO 1 IS A STANDARD NGS DISK STAMPED--ISLAND FALLS NO 1
 RF0116'1959--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES OR 30
 RF0116'CM ON SIDE FLUSH WITH GROUND LOCATED 37.0 FT (11.3 M) W FROM THE
 RF0116'CENTER OF THE RAILROAD CROSSING, 8.0 FT (2.4 M) S FROM THE SOUTH RAIL
 RF0116'OF A GROUP OF TRACKS, 5.0 FT (1.5 M) NW FROM THE METAL SIGNAL BOX, AND
 RF0116'1.0 FT (0.3 M) HIGHER THAN THE STATION.  REFERENCE MARK NO 2 IS A
 RF0116'STANDARD NGS DISK STAMPED--ISLAND FALLS NO 2 1959--, SET INTO THE TOP
 RF0116'OF A SQUARE CONCRETE MONUMENT 12 INCHES OR 30 CM ON SIDE PROJECTING 1
 RF0116'INCH OR 3 CM ABOVE THE GROUND LOCATED 112.0 FT (34.1 M) W FROM THE
 RF0116'CENTER OF THE RAILROAD CROSSING, 32.5 FT (9.9 M) ENE FROM A SWITCH
 RF0116'BOX, 6.5 FT (2.0 M) S FROM THE SOUTH RAIL OF A GROUP OF RAILS, 6.0 FT
 RF0116'(1.8 M) N FROM THE NORTH RAIL OF A GROUP OF RAILS, AND 1.0 FT (0.3 M)
 RF0116'HIGHER THAN THE STATION.  AZIMUTH MARK NO 2 IS A STANDARD NGS DISK
 RF0116'STAMPED--ISLAND FALLS 1959 NO 2 1981--, CEMENTED IN A DRILL HOLE IN
 RF0116'THE SOUTH WALL OF THE CONCRETE BRIDGE AT THE SOUTHEAST CORNER OF
 RF0116'BRIDGE LOCATED 22.0 FT (6.7 M) E FROM THE CENTER OF THE NORTH BOUND
 RF0116'LANE OF INTERSTATE HIGHWAY 95, 7.5 FT (2.3 M) NNW FROM THE SOUTH END
 RF0116'OF THE CONCRETE BANISTER, 2.5 FT (0.8 M) W FROM THE EDGE OF THE METAL
 RF0116'RAILING.  TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN ISLAND
 RF0116'FALLS, GO WEST ON STATE HIGHWAY 159 FOR 1.0 KM (0.60 MI) TO INTERSTATE
 RF0116'HIGHWAY 95.  TURN RIGHT AND GO NORTH ON HIGHWAY 95 FOR 0.8 KM (0.50
 RF0116'MI) TO THE BRIDGE OVER THE RAILROAD TRACKS AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0117 ***********************************************************************
 RF0117  DESIGNATION -  ISLAND FALLS RM 1
 RF0117  PID         -  RF0117
 RF0117  STATE/COUNTY-  ME/AROOSTOOK
 RF0117  USGS QUAD   -  ISLAND FALLS (1986)
 RF0117
 RF0117                         *CURRENT SURVEY CONTROL
 RF0117  ___________________________________________________________________
 RF0117* NAD 83(1986)-  46 00 58.     (N)    068 16 45.     (W)     SCALED    
 RF0117* NAVD 88     -       138.906  (meters)     455.73   (feet)  ADJUSTED  
 RF0117  ___________________________________________________________________
 RF0117  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 RF0117  DYNAMIC HT  -         138.912 (meters)     455.75  (feet)  COMP
 RF0117  MODELED GRAV-     980,655.9   (mgal)                       NAVD 88
 RF0117
 RF0117  VERT ORDER  -  SECOND    CLASS 0
 RF0117
 RF0117.The horizontal coordinates were scaled from a topographic map and have
 RF0117.an estimated accuracy of +/- 6 seconds.
 RF0117
 RF0117.The orthometric height was determined by differential leveling
 RF0117.and adjusted by the National Geodetic Survey in June 1991..
 RF0117
 RF0117.The geoid height was determined by GEOID03.
 RF0117
 RF0117.The dynamic height is computed by dividing the NAVD 88
 RF0117.geopotential number by the normal gravity value computed on the
 RF0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0117.degrees latitude (g = 980.6199 gals.).
 RF0117
 RF0117.The modeled gravity was interpolated from observed gravity values.
 RF0117
 RF0117;                    North         East    Units  Estimated Accuracy
 RF0117;SPC ME E     -   261,090.      317,100.      MT  (+/- 180 meters Scaled)
 RF0117
 RF0117                          SUPERSEDED SURVEY CONTROL
 RF0117
 RF0117  NGVD 29 (??/??/92)  139.078  (m)          456.29   (f) ADJ UNCH    2 0
 RF0117
 RF0117.Superseded values are not recommended for survey control.
 RF0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0117.See file dsdata.txt to determine how the superseded data were derived.
 RF0117
 RF0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL558960(NAD 83)
 RF0117_MARKER: DR = REFERENCE MARK DISK
 RF0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RF0117_STAMPING: ISLAND FALLS NO 1 1959
 RF0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0117+STABILITY: SURFACE MOTION
 RF0117
 RF0117  HISTORY     - Date     Condition        Report By
 RF0117  HISTORY     - 1959     MONUMENTED       CGS
 RF0117
 RF0117                          STATION DESCRIPTION
 RF0117
 RF0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RF0117'AT ISLAND FALLS.
 RF0117'AT ISLAND FALLS, 0.1 MILE SOUTHWEST ALONG THE BANGOR AND AROOSTOOK
 RF0117'RAILROAD FROM THE RAILROAD DEPOT, 5 FEET NORTH OF SWITCH BOX,
 RF0117'7 FEET SOUTHWEST OF SOUTHWEST RAIL, 31.2 FEET NORTHEAST OF
 RF0117'STATION, SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0115 ***********************************************************************
 RF0115  DESIGNATION -  ISLAND FALLS RM 2
 RF0115  PID         -  RF0115
 RF0115  STATE/COUNTY-  ME/AROOSTOOK
 RF0115  USGS QUAD   -  ISLAND FALLS (1986)
 RF0115
 RF0115                         *CURRENT SURVEY CONTROL
 RF0115  ___________________________________________________________________
 RF0115* NAD 83(1986)-  46 00 58.     (N)    068 16 45.     (W)     SCALED    
 RF0115* NAVD 88     -       138.970  (meters)     455.94   (feet)  ADJUSTED  
 RF0115  ___________________________________________________________________
 RF0115  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 RF0115  DYNAMIC HT  -         138.976 (meters)     455.96  (feet)  COMP
 RF0115  MODELED GRAV-     980,655.9   (mgal)                       NAVD 88
 RF0115
 RF0115  VERT ORDER  -  SECOND    CLASS 0
 RF0115
 RF0115.The horizontal coordinates were scaled from a topographic map and have
 RF0115.an estimated accuracy of +/- 6 seconds.
 RF0115
 RF0115.The orthometric height was determined by differential leveling
 RF0115.and adjusted by the National Geodetic Survey in June 1991..
 RF0115
 RF0115.The geoid height was determined by GEOID03.
 RF0115
 RF0115.The dynamic height is computed by dividing the NAVD 88
 RF0115.geopotential number by the normal gravity value computed on the
 RF0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0115.degrees latitude (g = 980.6199 gals.).
 RF0115
 RF0115.The modeled gravity was interpolated from observed gravity values.
 RF0115
 RF0115;                    North         East    Units  Estimated Accuracy
 RF0115;SPC ME E     -   261,090.      317,100.      MT  (+/- 180 meters Scaled)
 RF0115
 RF0115                          SUPERSEDED SURVEY CONTROL
 RF0115
 RF0115  NGVD 29 (??/??/92)  139.141  (m)          456.50   (f) ADJ UNCH    2 0
 RF0115
 RF0115.Superseded values are not recommended for survey control.
 RF0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0115.See file dsdata.txt to determine how the superseded data were derived.
 RF0115
 RF0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL558960(NAD 83)
 RF0115_MARKER: DR = REFERENCE MARK DISK
 RF0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RF0115_STAMPING: ISLAND FALLS NO 2 1959
 RF0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0115+STABILITY: SURFACE MOTION
 RF0115
 RF0115  HISTORY     - Date     Condition        Report By
 RF0115  HISTORY     - 1959     MONUMENTED       CGS
 RF0115
 RF0115                          STATION DESCRIPTION
 RF0115
 RF0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RF0115'AT ISLAND FALLS.
 RF0115'AT ISLAND FALLS, 0.1 MILE SOUTHWEST ALONG THE BANGOR AND AROOSTOOK
 RF0115'RAILROAD FROM THE RAILROAD DEPOT, 32 1/2 FEET NORTHEAST OF A
 RF0115'RAILROAD SWITCH, 7 FEET SOUTHWEST OF SOUTHWEST RAIL, 6 FEET
 RF0115'NORTH OF NORTH RAIL OF TRACKS, 45 FEET SOUTHWEST OF STATION,
 RF0115'SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2021 ***********************************************************************
 PE2021  DESIGNATION -  ISLE AU HAUT
 PE2021  PID         -  PE2021
 PE2021  STATE/COUNTY-  ME/KNOX
 PE2021  USGS QUAD   -  ISLE AU HAUT EAST (1983)
 PE2021
 PE2021                         *CURRENT SURVEY CONTROL
 PE2021  ___________________________________________________________________
 PE2021* NAD 83(1996)-  44 04 02.95768(N)    068 37 02.51194(W)     ADJUSTED  
 PE2021* NAVD 88     -       166.     (meters)     545.     (feet)  SCALED    
 PE2021  ___________________________________________________________________
 PE2021  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 PE2021  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 PE2021
 PE2021  HORZ ORDER  -  SECOND
 PE2021
 PE2021.The horizontal coordinates were established by classical geodetic methods
 PE2021.and adjusted by the National Geodetic Survey in March 1998..
 PE2021
 PE2021.The orthometric height was scaled from a topographic map.
 PE2021
 PE2021.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2021
 PE2021.The geoid height was determined by GEOID03.
 PE2021
 PE2021;                    North         East     Units Scale Factor Converg.
 PE2021;SPC ME E     -    44,537.388   290,598.263   MT  0.99990109   -0 04 53.9
 PE2021;UTM  19      - 4,879,439.820   530,642.679   MT  0.99961155   +0 15 58.1
 PE2021
 PE2021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2021!SPC ME E     -   0.99997787  x   0.99990109  =   0.99987896
 PE2021!UTM  19      -   0.99997787  x   0.99961155  =   0.99958943
 PE2021
 PE2021|---------------------------------------------------------------------|
 PE2021| PID    Reference Object                     Distance      Geod. Az  |
 PE2021|                                                           dddmmss.s |
 PE2021| CE8038 ISLE AU HAUT RM 1                     6.752 METERS 00745     |
 PE2021| CE8039 ISLE AU HAUT RM 2                    13.430 METERS 07632     |
 PE2021| OB0277 MOUNT DESERT ROCK LIGHTHOUSE        APPROX.40.7 KM 1052652.4 |
 PE2021| OB0287 WOODEN BALL RESET                   APPROX.28.0 KM 2134349.8 |
 PE2021| PE2036 SADDLEBACK LEDGE LIGHTHOUSE         APPROX.10.5 KM 2360045.4 |
 PE2021| CE8040 ISLE AU HAUT RM 3                     9.770 METERS 28331     |
 PE2021| PE2051 CROTCH ISLAND STACK                 APPROX. 9.9 KM 3320700.9 |
 PE2021|---------------------------------------------------------------------|
 PE2021
 PE2021                          SUPERSEDED SURVEY CONTROL
 PE2021
 PE2021  NAD 83(1992)-  44 04 02.96778(N)    068 37 02.49426(W) AD(       ) 2
 PE2021  NAD 83(1986)-  44 04 02.97029(N)    068 37 02.49962(W) AD(       ) 2
 PE2021  NAD 27      -  44 04 02.66800(N)    068 37 04.41500(W) AD(       ) 2
 PE2021
 PE2021.Superseded values are not recommended for survey control.
 PE2021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2021.See file dsdata.txt to determine how the superseded data were derived.
 PE2021
 PE2021_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ3064379440(NAD 83)
 PE2021
 PE2021  HISTORY     - Date     Condition        Report By
 PE2021  HISTORY     - 1854     MONUMENTED       CGS
 PE2021  HISTORY     - 1905     SEE DESCRIPTION  CGS
 PE2021  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2021  HISTORY     - 1945     SEE DESCRIPTION  CGS
 PE2021  HISTORY     - 1963     SEE DESCRIPTION  CGS
 PE2021
 PE2021                          STATION DESCRIPTION
 PE2021
 PE2021'DESCRIBED BY COAST AND GEODETIC SURVEY 1905
 PE2021'STATION IS ON THE HIGHEST HILL OF ISLE AU HAUT ABOUT 1-1/4 MILES
 PE2021'FROM THE NORTHERN SHORE AND 3/4 MILE FROM ITS EASTERN
 PE2021'SHORE.  THE STATION IS ON THE SUMMIT AND IS MARKED BY A COPPER
 PE2021'BOLT SET IN A HOLE IN THE ROCK.  A ROAD FROM ISLE AU HAUT VILLAGE
 PE2021'LEADS TO THE STATION, AND THE LIGHTHOUSE ON ROBINSONS POINT
 PE2021'BEARS ABOUT W BY N.
 PE2021
 PE2021                          STATION RECOVERY (1934)
 PE2021
 PE2021'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2021'STATION WAS RECOVERED AS DESCRIBED.  THE STATION IS ON THE
 PE2021'HIGHEST HILL OF ISLE AU HAUT, ABOUT 1-1/4 MILES FROM THE
 PE2021'NORTHERN SHORE AND 3/4 MILE FROM THE EASTERN SHORE.
 PE2021'
 PE2021'THREE REFERENCE MARKS, STANDARD BRONZE DISKS WEDGED IN DRILL
 PE2021'HOLES IN OUTCROPPING BEDROCK, WERE PLACED AS FOLLOWS--REFERENCE
 PE2021'MARK NO. 1 IS N OF THE STATION, REFERENCE MARK NO. 2 IS SE OF THE
 PE2021'STATION, REFERENCE MARK NO. 3 IS W OF THE STATION NEAR THE TRAIL,
 PE2021'ALL ON BARE LEDGE.
 PE2021'
 PE2021'THE STATION IS BEST REACHED BY TRAIL FROM THE VILLAGE OF
 PE2021'ISLE AU HAUT.  THIS TRAIL LEAVES THE MAIN ROAD JUST E OF THE
 PE2021'ROAD TO LOOKOUT POINT, AND IS MARKED BY A PILE OF ROCKS AT THE
 PE2021'SIDE OF THE ROAD.  FOLLOW THE TRAIL TO THE TOP PAST A LARGE PILE
 PE2021'OF ROCKS ON THE BARE NORTHERN PART OF THE SUMMIT, AND ABOUT 100
 PE2021'YARDS INTO THE WOODS TO A BLAZED PINE TREE ON THE LEFT.  THE
 PE2021'STATION IS ABOUT 10 METERS W OF THIS PINE IN A DEPRESSION IN
 PE2021'THE LEDGE.
 PE2021'
 PE2021'A 20-FOOT SIGNAL WAS BUILT OVER THE STATION IN 1934.
 PE2021
 PE2021                          STATION RECOVERY (1945)
 PE2021
 PE2021'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (FLP)
 PE2021'RECOVERED AS DESCRIBED IN GOOD CONDITION WITH FOLLOWING
 PE2021'EXCEPTIONS--
 PE2021'
 PE2021'REFERENCE MARK 3 HAS HAD THE TOP OF DISK REMOVED BY SOUVENIR
 PE2021'HUNTERS BUT IS STILL SOLID AND WILL REMAIN IN POSITION FOR
 PE2021'MANY YEARS.  REFERENCE MARK 2 IS ENE OF STATION AND NOT SE.
 PE2021'
 PE2021'DISTANCES TO REFERENCE MARKS CHECKED.
 PE2021
 PE2021                          STATION RECOVERY (1963)
 PE2021
 PE2021'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (GAM)
 PE2021'STATION NOT OCCUPIED.
 PE2021'
 PE2021'THE STATION SITE WAS RECOVERED AND REFERENCE MARK NO. 2 WAS
 PE2021'FOUND IN GOOD CONDITION.  THE STATION MARK HAS BEEN
 PE2021'REMOVED.  REFERENCE MARK NO. 1 HAS BEEN TAMPERED WITH BUT
 PE2021'PROBABLY IN ITS ORIGINAL POSITION.  REFERENCE MARK NO. 3 HAS HAD
 PE2021'ITS DISK REMOVED FROM THE STEM BUT THE STEM OF THE DISK APPEARS
 PE2021'TO BE IN ITS ORIGINAL POSITION.  THE REAMINS OF A TOWER BUILT
 PE2021'IN 1934 ARE SCATTERED ABOUT THE STATION SITE.
 PE2021'
 PE2021'THE STATION IS LOCATED ON TOP OF CHAMPLAIN MOUNTAIN, THE
 PE2021'HIGHEST ELEVATION ON THE ISLAND, IN THE NORTHERN PART OF
 PE2021'ISLE AU HAUT.  THE SUMMIT IS HEAVILY TIMBERED.
 PE2021'
 PE2021'TO REACH THE STATION FROM THE POST OFFICE IN THE VILLAGE OF
 PE2021'ISLE AU HAUT GO NORTHERLY ON A BLACKED TOPPED ROAD FOR 0.5 MILE
 PE2021'TO A SIDE ROAD LEFT AND THE CHAMPLAIN MOUNTAIN TRAIL ON THE
 PE2021'RIGHT.  HERE FOLLOW THE WELL MARKED TRAIL SOUTHERLY FOR ABOUT
 PE2021'40 MINUTES TO A LARGE PILE OF ROCKS IN AN OPENING NEAR THE
 PE2021'SUMMIT, THENCE PACK SOUTHWESTERLY FOR ABOUT 5 MINUTES ALONG THE
 PE2021'TRAIL TO THE STATION SITE.
 PE2021'
 PE2021'PACKING TIME ABOUT 45 MINUTES.
 PE2021'
 PE2021'NOTE--THE DISTANCES FROM THE REFERENCE MARKS WERE MEASURED
 PE2021'AND INTERSECTED AT THE STATION SITE.  NO TRACE OF A DRILL HOLE
 PE2021'WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2026 ***********************************************************************
 PE2026  DESIGNATION -  ISLE AU HAUT CHURCH SPIRE
 PE2026  PID         -  PE2026
 PE2026  STATE/COUNTY-  ME/KNOX
 PE2026  USGS QUAD   -  ISLE AU HAUT WEST (1983)
 PE2026
 PE2026                         *CURRENT SURVEY CONTROL
 PE2026  ___________________________________________________________________
 PE2026* NAD 83(1996)-  44 04 25.56619(N)    068 38 02.60743(W)     ADJUSTED  
 PE2026* NAVD 88     -                                                        
 PE2026  ___________________________________________________________________
 PE2026  LAPLACE CORR-           3.41  (seconds)                    DEFLEC99
 PE2026  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 PE2026
 PE2026  HORZ ORDER  -  THIRD
 PE2026
 PE2026.The horizontal coordinates were established by classical geodetic methods
 PE2026.and adjusted by the National Geodetic Survey in March 1998..
 PE2026
 PE2026
 PE2026.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2026
 PE2026.The geoid height was determined by GEOID03.
 PE2026
 PE2026;                    North         East     Units Scale Factor Converg.
 PE2026;SPC ME E     -    45,237.168   289,262.153   MT  0.99990142   -0 05 35.7
 PE2026;UTM  19      - 4,880,131.277   529,302.736   MT  0.99961056   +0 15 16.4
 PE2026
 PE2026                          SUPERSEDED SURVEY CONTROL
 PE2026
 PE2026  NAD 83(1992)-  44 04 25.57499(N)    068 38 02.58883(W) AD(       ) 4
 PE2026  NAD 83(1986)-  44 04 25.57074(N)    068 38 02.59869(W) AD(       ) 4
 PE2026  NAD 27      -  44 04 25.27900(N)    068 38 04.51100(W) AD(       ) 3
 PE2026
 PE2026.Superseded values are not recommended for survey control.
 PE2026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2026.See file dsdata.txt to determine how the superseded data were derived.
 PE2026
 PE2026_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ2930380131(NAD 83)
 PE2026_MARKER: 90 = CHURCH SPIRE
 PE2026_SETTING: 0 = UNSPECIFIED SETTING
 PE2026_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2026
 PE2026  HISTORY     - Date     Condition        Report By
 PE2026  HISTORY     - UNK      FIRST OBSERVED
 PE2026  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2026  HISTORY     - 1945     SEE DESCRIPTION  CGS
 PE2026  HISTORY     - 1956     SEE DESCRIPTION  CGS
 PE2026  HISTORY     - 1963     SEE DESCRIPTION  CGS
 PE2026  HISTORY     - 1983     GOOD             NOS
 PE2026
 PE2026                          STATION DESCRIPTION
 PE2026
 PE2026'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2026'STATION RECOVERED.  THE 1934 POSITION CHECKS THE OLD POSITION.
 PE2026
 PE2026                          STATION RECOVERY (1945)
 PE2026
 PE2026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (FLP)
 PE2026'RECOVERED IN GOOD CONDITION.  TALL SILVERY WHITE SPIRE SHOWING
 PE2026'WELL TO SEAWARD TO N, NW, AND SW.
 PE2026
 PE2026                          STATION RECOVERY (1956)
 PE2026
 PE2026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 PE2026'THE STATION WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION
 PE2026'IS AS FOLLOWS--
 PE2026'
 PE2026'THE STATION IS LOCATED ON THE NW END OF ISLE AU HAUT ISLAND,
 PE2026'IN THE VILLAGE OF ISLE AU HAUT.  IT IS ABOUT 600 FT. E-SE OF
 PE2026'A GROCERY STORE ON THE WATERFRONT.
 PE2026'
 PE2026'THE STATION IS THE TALL SLENDER WHITE SPIRE OF THE UNION
 PE2026'CONGREGATIONAL INCORPORATED CHURCH.  THE SPIRE IS ABOUT 50 FT. IN
 PE2026'HEIGHT.  THIS IS THE ONLY CHURCH ON THE ISLAND.  ACCORDING TO
 PE2026'RESIDENTS OF THE ISLAND, THE CHURCH WAS BUILT IN 1857 AND THE
 PE2026'SPIRE HAS NOT BEEN ALTERED SINCE THAT DATE.
 PE2026
 PE2026                          STATION RECOVERY (1963)
 PE2026
 PE2026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (GAM)
 PE2026'THE STATION WAS RECOVERED IN ITS SAME LOCATION AS REPORTED IN
 PE2026'1868 AND IN 1934.
 PE2026'
 PE2026'THE SPIRE, ATOP THE ISLE AU HAUT CONGREGATIONAL COMMUNITY CHURCH,
 PE2026'WAS BUILT IN 1857 AND REMAINS IN ITS ORIGINAL LOCATION.  IT IS
 PE2026'APPROXIMATELY 65 FEET TALL AND PAINTED WHITE.
 PE2026
 PE2026                          STATION RECOVERY (1983)
 PE2026
 PE2026'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1983 (CSM)
 PE2026'THE SPIRE WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2040 ***********************************************************************
 PE2040  DESIGNATION -  ISLE AU HAUT LIGHTHOUSE
 PE2040  PID         -  PE2040
 PE2040  STATE/COUNTY-  ME/KNOX
 PE2040  USGS QUAD   -  ISLE AU HAUT WEST (1983)
 PE2040
 PE2040                         *CURRENT SURVEY CONTROL
 PE2040  ___________________________________________________________________
 PE2040* NAD 83(1996)-  44 03 53.06639(N)    068 39 04.96084(W)     ADJUSTED  
 PE2040* NAVD 88     -                                                        
 PE2040  ___________________________________________________________________
 PE2040  LAPLACE CORR-           3.30  (seconds)                    DEFLEC99
 PE2040  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 PE2040
 PE2040  HORZ ORDER  -  THIRD
 PE2040
 PE2040.The horizontal coordinates were established by classical geodetic methods
 PE2040.and adjusted by the National Geodetic Survey in March 1998..
 PE2040
 PE2040
 PE2040.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2040
 PE2040.The geoid height was determined by GEOID03.
 PE2040
 PE2040;                    North         East     Units Scale Factor Converg.
 PE2040;SPC ME E     -    44,236.569   287,872.968   MT  0.99990181   -0 06 19.0
 PE2040;UTM  19      - 4,879,122.559   527,920.053   MT  0.99960959   +0 14 32.8
 PE2040
 PE2040                          SUPERSEDED SURVEY CONTROL
 PE2040
 PE2040  NAD 83(1992)-  44 03 53.07417(N)    068 39 04.93993(W) AD(       ) 4
 PE2040  NAD 83(1986)-  44 03 53.07556(N)    068 39 04.94800(W) AD(       ) 4
 PE2040  NAD 27      -  44 03 52.78000(N)    068 39 06.86000(W) AD(       ) 3
 PE2040
 PE2040.Superseded values are not recommended for survey control.
 PE2040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2040.See file dsdata.txt to determine how the superseded data were derived.
 PE2040
 PE2040_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ2792079123(NAD 83)
 PE2040
 PE2040  HISTORY     - Date     Condition        Report By
 PE2040  HISTORY     - 1934     MONUMENTED       CGS
 PE2040  HISTORY     - 1956     SEE DESCRIPTION  CGS
 PE2040
 PE2040                          STATION DESCRIPTION
 PE2040
 PE2040'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2040'THIS INTERSECTION STATION IS THE LIGHTHOUSE ON ROBINSON POINT
 PE2040'ON THE NW SIDE OF ISLE AU HAUT, AND IS A CYLINDRICAL WHITE BRICK
 PE2040'TOWER.  THE LIGHT HAS BEEN ABANDONED AND THE TOWER IS NOW
 PE2040'PRIVATELY OWNED.
 PE2040
 PE2040                          STATION RECOVERY (1956)
 PE2040
 PE2040'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 PE2040'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 PE2040'DESCRIPTION IS ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2081 ***********************************************************************
 PE2081  DESIGNATION -  ISLE AU HAUT MT RESET
 PE2081  PID         -  PE2081
 PE2081  STATE/COUNTY-  ME/KNOX
 PE2081  USGS QUAD   -  VINALHAVEN (1988)
 PE2081
 PE2081                         *CURRENT SURVEY CONTROL
 PE2081  ___________________________________________________________________
 PE2081* NAD 83(1996)-  44 03 46.46541(N)    068 50 28.14281(W)     ADJUSTED  
 PE2081* NAVD 88     -        57.     (meters)     187.     (feet)  SCALED    
 PE2081  ___________________________________________________________________
 PE2081  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 PE2081  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 PE2081
 PE2081  HORZ ORDER  -  THIRD
 PE2081
 PE2081.The horizontal coordinates were established by classical geodetic methods
 PE2081.and adjusted by the National Geodetic Survey in March 1998..
 PE2081
 PE2081.The orthometric height was scaled from a topographic map.
 PE2081
 PE2081.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2081
 PE2081.The geoid height was determined by GEOID03.
 PE2081
 PE2081;                    North         East     Units Scale Factor Converg.
 PE2081;SPC ME E     -    44,078.296   272,669.250   MT  0.99990918   -0 14 14.1
 PE2081;UTM  19      - 4,878,872.092   512,722.132   MT  0.99960199   +0 06 37.7
 PE2081
 PE2081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2081!SPC ME E     -   0.99999499  x   0.99990918  =   0.99990417
 PE2081!UTM  19      -   0.99999499  x   0.99960199  =   0.99959699
 PE2081
 PE2081:                Primary Azimuth Mark                     Grid Az
 PE2081:SPC ME E     -  STONINGTON WATER TOWER                   052 00 48.4
 PE2081:UTM  19      -  STONINGTON WATER TOWER                   051 39 56.6
 PE2081
 PE2081|---------------------------------------------------------------------|
 PE2081| PID    Reference Object                     Distance      Geod. Az  |
 PE2081|                                                           dddmmss.s |
 PE2081| PE2048 STONINGTON WATER TOWER              APPROX.17.1 KM 0514634.3 |
 PE2081| CE8042 ISLE AU HAUT MT RM 1                  9.210 METERS 10418     |
 PE2081| PE2075 POINT LEDGE BEACON                  APPROX. 4.0 KM 1642606.9 |
 PE2081| PE2076 VINAL HAVEN WATER TOWER             APPROX. 1.7 KM 1702928.9 |
 PE2081| CE8043 ISLE AU HAUT MT RM 2                 12.855 METERS 19902     |
 PE2081| PE2058 NORTH HAVEN WATER TOWER             APPROX. 8.2 KM 3415743.2 |
 PE2081|---------------------------------------------------------------------|
 PE2081
 PE2081                          SUPERSEDED SURVEY CONTROL
 PE2081
 PE2081  NAD 83(1992)-  44 03 46.47195(N)    068 50 28.12203(W) AD(       ) 3
 PE2081  NAD 83(1986)-  44 03 46.47574(N)    068 50 28.12627(W) AD(       ) 3
 PE2081  NAD 27      -  44 03 46.18100(N)    068 50 30.02600(W) AD(       ) 3
 PE2081
 PE2081.Superseded values are not recommended for survey control.
 PE2081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2081.See file dsdata.txt to determine how the superseded data were derived.
 PE2081
 PE2081_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ1272278872(NAD 83)
 PE2081
 PE2081  HISTORY     - Date     Condition        Report By
 PE2081  HISTORY     - 1934     MONUMENTED       CGS
 PE2081  HISTORY     - 1911     SEE DESCRIPTION  CGS
 PE2081  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2081  HISTORY     - 1942     SEE DESCRIPTION  CGS
 PE2081  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2081
 PE2081                          STATION DESCRIPTION
 PE2081
 PE2081'DESCRIBED BY COAST AND GEODETIC SURVEY 1911
 PE2081'ON A HILL ON VINAL HAVEN ISLAND ABOUT A MILE N BY W FROM VINAL
 PE2081'HAVEN VILLAGE OR CARVER HARBOR.  AN OLD ROAD FROM THIS VILLAGE
 PE2081'LEADS TO THE STATION, WHICH IS ON THE SUMMIT OF THE HILL, AND
 PE2081'IS A COPPER BOLT SET IN A HOLE IN A ROCK.
 PE2081'
 PE2081'TWO REFERENCE MARKS, DRILLED HOLES FILLED WITH LEAD ARE
 PE2081'RESPECTIVELY, 7.30 METERS SW AND 8.12 METERS N OF THE STATION.
 PE2081
 PE2081                          STATION RECOVERY (1934)
 PE2081
 PE2081'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2081'STATION WAS RECOVERED, BUT NOT AS DESCRIBED.  THE STATION WAS
 PE2081'MARKED BY A DRILL HOLE, AND THERE WERE NO REFERENCE MARKS.  IT
 PE2081'IS PHYSICALLY QUITE IMPROBABLE THAT THE STATION WOULD HAVE
 PE2081'REFERENCE MARKS AS DESCRIBED.
 PE2081'
 PE2081'NEW STATION MARK, A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 PE2081'IN OUTCROPPING BEDROCK, WAS ESTABLISHED.
 PE2081'
 PE2081'THE NEW MARK WAS SET IN THE OLD DRILL HOLE.
 PE2081'
 PE2081'TWO NEW REFERENCE MARKS WERE SET.  REFERENCE MARK NO. 1 IS ON
 PE2081'A HIGH POINT ON THE SAME LEDGE AND NE OF THE STATION.
 PE2081'
 PE2081'REFERENCE MARK NO. 2 IS ON A FLAT LEDGE SE OF THE STATION AND
 PE2081'ABOUT 8 METERS NW OF A LONE 24-INCH SPRUCE.
 PE2081'
 PE2081'STATION IS ON THE HIGHEST POINT OF ISLE AU HAUT MOUNTAIN ON
 PE2081'VINAL HAVEN ISLAND, ABOUT 1-1/2 MILES N OF VILLAGE OF VINAL HAVEN.
 PE2081'
 PE2081'TO REACH IT FROM THE VILLAGE TAKE STONE QUARRY ROAD, KNOWN AS
 PE2081'OLD TOWN ROAD.  FOLLOW OLD ROAD ABOUT 1 MILE TO TOP OF
 PE2081'MOUNTAIN, WHICH IS ACROSS FIRST KNOLL AND IS A SERIES OF FLAT
 PE2081'LEDGES.  STATION IS ABOUT 25 METERS E OF THE OLD ROAD.
 PE2081
 PE2081                          STATION RECOVERY (1942)
 PE2081
 PE2081'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (HLG)
 PE2081'(MEMORANDUM OF CAPT. GARNER FROM H.L.GODFREY, 3520 NORTHAMPTON
 PE2081'ST. N.W., WASHINGTON, D.C.--)
 PE2081'
 PE2081'THE STATION AND TWO REFERENCE MARKS WERE RECOVERED AND FOUND
 PE2081'IN GOOD CONDITION.  IT IS ON THE HIGHEST POINT ON VINAL HAVEN
 PE2081'ISLAND.
 PE2081
 PE2081                          STATION RECOVERY (1943)
 PE2081
 PE2081'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2081'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN
 PE2081'1934.  THE BRONZE DISKS ARE STAMPED ILE AU HAUT MT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2578 ***********************************************************************
 PE2578  DESIGNATION -  ISLES
 PE2578  PID         -  PE2578
 PE2578  STATE/COUNTY-  ME/WALDO
 PE2578  USGS QUAD   -  ISLESBORO (1979)
 PE2578
 PE2578                         *CURRENT SURVEY CONTROL
 PE2578  ___________________________________________________________________
 PE2578* NAD 83(1996)-  44 18 46.56437(N)    068 54 00.06750(W)     ADJUSTED  
 PE2578* NAVD 88     -        -3.     (meters)     -10.     (feet)  SCALED    
 PE2578  ___________________________________________________________________
 PE2578  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 PE2578  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 PE2578
 PE2578  HORZ ORDER  -  THIRD
 PE2578
 PE2578.The horizontal coordinates were established by classical geodetic methods
 PE2578.and adjusted by the National Geodetic Survey in March 1998..
 PE2578.No horizontal observational check was made to the station.
 PE2578
 PE2578.The orthometric height was scaled from a topographic map.
 PE2578
 PE2578.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2578
 PE2578.The geoid height was determined by GEOID03.
 PE2578
 PE2578;                    North         East     Units Scale Factor Converg.
 PE2578;SPC ME E     -    71,878.785   268,088.318   MT  0.99991252   -0 16 46.0
 PE2578;UTM  19      - 4,906,635.607   507,973.656   MT  0.99960078   +0 04 11.4
 PE2578
 PE2578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2578!SPC ME E     -   1.00000434  x   0.99991252  =   0.99991686
 PE2578!UTM  19      -   1.00000434  x   0.99960078  =   0.99960512
 PE2578
 PE2578                          SUPERSEDED SURVEY CONTROL
 PE2578
 PE2578  NAD 83(1992)-  44 18 46.57087(N)    068 54 00.04701(W) AD(       ) 3
 PE2578  NAD 83(1986)-  44 18 46.55246(N)    068 54 00.05562(W) AD(       ) 3
 PE2578
 PE2578.Superseded values are not recommended for survey control.
 PE2578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2578.See file dsdata.txt to determine how the superseded data were derived.
 PE2578
 PE2578_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK0797406636(NAD 83)
 PE2578_MARKER: DD = SURVEY DISK
 PE2578_SETTING: 66 = SET IN ROCK OUTCROP
 PE2578_SP_SET: SET IN ROCK OUTCROP
 PE2578_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2578_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE2578+STABILITY: POSITION/ELEVATION WELL
 PE2578
 PE2578  HISTORY     - Date     Condition        Report By
 PE2578  HISTORY     - 1983     MONUMENTED       NOS
 PE2578
 PE2578                          STATION DESCRIPTION
 PE2578
 PE2578'DESCRIBED BY NATIONAL OCEAN SERVICE 1983 (RST)
 PE2578'THE STATION IS LOCATED ON THE EAST SIDE OF ISLESBORO ISLAND
 PE2578'ON A POINT NEAR THE SHOREWARD CENTER OF ISLESBORO HARBOR.
 PE2578'
 PE2578'TO REACH THE STATION FROM THE FERRY TERMINAL AT ISLESBORO,
 PE2578'TAKE THE ONLY ROAD FOR 1.8 KM (1.1 MI)TO AN INTERSECTION.
 PE2578'TURN RIGHT TOWARD DARK HARBOR AND FOLLOW THE ROAD FOR 1.9 KM
 PE2578'(1.2 MI) TO ANOTHER INTERSECTION.  TAKE THE ROAD TOWARD PRIPET
 PE2578'AND GO 2.9 KM (1.8 MI) TO THE STATION VICINITY.
 PE2578'
 PE2578'THE STATION IS A PLAIN BRONZE DISK 5 CM IN DIAMETER STAMPED,
 PE2578'---ISLES 1982---, SET IN A MASS OF CONCRETE IN AN OUTCROPPING
 PE2578'OF ROCK.
 PE2578'IT IS LOCATED
 PE2578'49.4 METERS (162 FT) EAST FROM THE CENTERLINE OF THE ROAD,
 PE2578'22 METERS (72 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF A ONE
 PE2578'STORY COTTAGE, AND
 PE2578'2.0 METERS (6 FT) NORTHWEST FROM THE HIGH WATER LINE.
 PE2578'
 PE2578'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.56 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MY4793 ***********************************************************************
 MY4793  DESIGNATION -  ISLES OF SHOALS 1851
 MY4793  PID         -  MY4793
 MY4793  STATE/COUNTY-  ME/YORK
 MY4793  USGS QUAD   -  ISLES OF SHOALS (1973)
 MY4793
 MY4793                         *CURRENT SURVEY CONTROL
 MY4793  ___________________________________________________________________
 MY4793* NAD 83(1996)-  42 59 14.59620(N)    070 36 48.41759(W)     ADJUSTED  
 MY4793* NAVD 88     -        21.     (meters)      69.     (feet)  SCALED    
 MY4793  ___________________________________________________________________
 MY4793  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 MY4793  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 MY4793
 MY4793  HORZ ORDER  -  THIRD
 MY4793
 MY4793.The horizontal coordinates were established by classical geodetic methods
 MY4793.and adjusted by the National Geodetic Survey in March 1998..
 MY4793
 MY4793.The orthometric height was scaled from a topographic map.
 MY4793
 MY4793.The Laplace correction was computed from DEFLEC99 derived deflections.
 MY4793
 MY4793.The geoid height was determined by GEOID03.
 MY4793
 MY4793;                    North         East     Units Scale Factor Converg.
 MY4793;SPC ME W     -    17,210.363   863,562.647   MT  0.99998299   -0 18 16.7
 MY4793;SPC NH       -    54,679.332   385,895.409   MT  1.00005740   +0 43 05.4
 MY4793;SPC NH       -   179,393.78  1,266,058.52   sFT  1.00005740   +0 43 05.4
 MY4793;UTM  19      - 4,760,677.210   368,462.259   MT  0.99981285   -1 06 01.0
 MY4793
 MY4793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MY4793!SPC ME W     -   1.00000091  x   0.99998299  =   0.99998390
 MY4793!SPC NH       -   1.00000091  x   1.00005740  =   1.00005831
 MY4793!UTM  19      -   1.00000091  x   0.99981285  =   0.99981376
 MY4793
 MY4793:                Primary Azimuth Mark                     Grid Az
 MY4793:SPC ME W     -  BOON ISLAND                              036 59 55.7
 MY4793:SPC NH       -  BOON ISLAND                              035 58 33.6
 MY4793:UTM  19      -  BOON ISLAND                              037 47 40.0
 MY4793
 MY4793|---------------------------------------------------------------------|
 MY4793| PID    Reference Object                     Distance      Geod. Az  |
 MY4793|                                                           dddmmss.s |
 MY4793| OC1994 BOON ISLAND                         APPROX.18.6 KM 0364139.0 |
 MY4793| MY4796 SMUTTYNOSE ISLAND                   APPROX. 1.0 KM 1204001.1 |
 MY4793| MY4803 STAR ISLAND                         APPROX. 1.4 KM 1773204.8 |
 MY4793| MY4804 STAR ISLAND CHURCH SPIRE            APPROX. 1.2 KM 1815457.5 |
 MY4793| MY5264 NEWBURYPORT EAST LIGHTHOUSE         APPROX.26.0 KM 2194456.6 |
 MY4793| MY5265 NEWBURYPORT WEST LIGHTHOUSE         APPROX.26.1 KM 2195745.9 |
 MY4793| OC2172 WHALEBACK LIGHTHOUSE                APPROX.10.4 KM 3193244.6 |
 MY4793| OC2241 FORT CONSTITUTION FLAGSTAFF         APPROX.12.2 KM 3200451.5 |
 MY4793|---------------------------------------------------------------------|
 MY4793
 MY4793                          SUPERSEDED SURVEY CONTROL
 MY4793
 MY4793  NAD 83(1992)-  42 59 14.59541(N)    070 36 48.41832(W) AD(       ) 3
 MY4793  NAD 83(1986)-  42 59 14.59844(N)    070 36 48.42318(W) AD(       ) 3
 MY4793  NAD 27      -  42 59 14.27300(N)    070 36 50.25800(W) AD(       ) 3
 MY4793
 MY4793.Superseded values are not recommended for survey control.
 MY4793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MY4793.See file dsdata.txt to determine how the superseded data were derived.
 MY4793
 MY4793_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH6846260677(NAD 83)
 MY4793_MARKER: B = BOLT
 MY4793_SETTING: 0 = UNSPECIFIED SETTING
 MY4793_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MY4793
 MY4793  HISTORY     - Date     Condition        Report By
 MY4793  HISTORY     - 1851     MONUMENTED       CGS
 MY4793  HISTORY     - 1928     MARK NOT FOUND   CGS
 MY4793  HISTORY     - 1943     MARK NOT FOUND   CGS
 MY4793
 MY4793                          STATION DESCRIPTION
 MY4793
 MY4793'DESCRIBED BY COAST AND GEODETIC SURVEY 1851 (TJC)
 MY4793'STATION IS ON APPLEDORE ISLAND, THE LARGEST AND MOST NORTHERN OF THE
 MY4793'ISLES OF SHOALS GROUP.  THE ISLAND IN SHAPE RESEMBLES A FIGURE 8 AND
 MY4793'THE STATION IS A SHORT DISTANCE NW OF THE CENTER OF ITS LOWER
 MY4793'SECTION, AND ABOUT 100 YARDS WNW OF THE LIFE-SAVING STATION.
 MY4793'
 MY4793'THE STATION IS MARKED BY A COPPER BOLT SET IN A HOLE IN THE ROCK.
 MY4793
 MY4793                          STATION RECOVERY (1928)
 MY4793
 MY4793'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928 (GCM)
 MY4793'THIS STATION COULD NOT BE FOUND.
 MY4793
 MY4793                          STATION RECOVERY (1943)
 MY4793
 MY4793'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 MY4793'A THOROUGH SEARCH WAS MADE FOR THIS STATION BUT IT WAS NOT
 MY4793'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2131 ***********************************************************************
 PE2131  DESIGNATION -  ISLESBORO SOUTH CHURCH SPIRE
 PE2131  PID         -  PE2131
 PE2131  STATE/COUNTY-  ME/WALDO
 PE2131  USGS QUAD   -  ISLESBORO (1979)
 PE2131
 PE2131                         *CURRENT SURVEY CONTROL
 PE2131  ___________________________________________________________________
 PE2131* NAD 83(1996)-  44 17 24.04203(N)    068 54 29.55836(W)     ADJUSTED  
 PE2131* NAVD 88     -                                                        
 PE2131  ___________________________________________________________________
 PE2131  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 PE2131  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 PE2131
 PE2131  HORZ ORDER  -  THIRD
 PE2131
 PE2131.The horizontal coordinates were established by classical geodetic methods
 PE2131.and adjusted by the National Geodetic Survey in March 1998..
 PE2131
 PE2131
 PE2131.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2131
 PE2131.The geoid height was determined by GEOID03.
 PE2131
 PE2131;                    North         East     Units Scale Factor Converg.
 PE2131;SPC ME E     -    69,335.111   267,422.131   MT  0.99991305   -0 17 06.2
 PE2131;UTM  19      - 4,904,088.716   507,323.188   MT  0.99960066   +0 03 50.7
 PE2131
 PE2131                          SUPERSEDED SURVEY CONTROL
 PE2131
 PE2131  NAD 83(1992)-  44 17 24.04686(N)    068 54 29.53750(W) AD(       ) 4
 PE2131  NAD 83(1986)-  44 17 24.04917(N)    068 54 29.53798(W) AD(       ) 4
 PE2131  NAD 27      -  44 17 23.79700(N)    068 54 31.46400(W) AD(       ) 3
 PE2131
 PE2131.Superseded values are not recommended for survey control.
 PE2131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2131.See file dsdata.txt to determine how the superseded data were derived.
 PE2131
 PE2131_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK0732304089(NAD 83)
 PE2131
 PE2131  HISTORY     - Date     Condition        Report By
 PE2131  HISTORY     - UNK      MONUMENTED
 PE2131  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2131  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PE2131  HISTORY     - 1962     SEE DESCRIPTION  CGS
 PE2131  HISTORY     - 1987     GOOD             USPSQD
 PE2131
 PE2131                          STATION DESCRIPTION
 PE2131
 PE2131'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2131'THIS STATION IS THE TIP OF THE CHURCH SPIRE ON THE CENTER OF
 PE2131'SOUTH ISLESBORO, WHICH IS PART OF LONG ISLAND IN PENOBSCOT BAY.
 PE2131
 PE2131                          STATION RECOVERY (1946)
 PE2131
 PE2131'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PE2131'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 PE2131'DESCRIPTION IS ADEQUATE.  ACCORDING TO LOCAL INFORMATION THE
 PE2131'SPIRE HAS NOT BEEN CHANGED IN ANY WAY SINCE IT WAS BUILT.
 PE2131
 PE2131                          STATION RECOVERY (1962)
 PE2131
 PE2131'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WFD)
 PE2131'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 PE2131
 PE2131                          STATION RECOVERY (1987)
 PE2131
 PE2131'RECOVERY NOTE BY US POWER SQUADRON 1987 (ELG)
 PE2131'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2011 ***********************************************************************
 PE2011  DESIGNATION -  IT 1944
 PE2011  PID         -  PE2011
 PE2011  STATE/COUNTY-  ME/HANCOCK
 PE2011  USGS QUAD   -  ISLE AU HAUT EAST (1983)
 PE2011
 PE2011                         *CURRENT SURVEY CONTROL
 PE2011  ___________________________________________________________________
 PE2011* NAD 83(1996)-  44 05 20.79641(N)    068 31 23.38930(W)     ADJUSTED  
 PE2011* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 PE2011  ___________________________________________________________________
 PE2011  LAPLACE CORR-           3.85  (seconds)                    DEFLEC99
 PE2011  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 PE2011
 PE2011  HORZ ORDER  -  THIRD
 PE2011
 PE2011.The horizontal coordinates were established by classical geodetic methods
 PE2011.and adjusted by the National Geodetic Survey in March 1998..
 PE2011
 PE2011.The orthometric height was scaled from a topographic map.
 PE2011
 PE2011.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2011
 PE2011.The geoid height was determined by GEOID03.
 PE2011
 PE2011;                    North         East     Units Scale Factor Converg.
 PE2011;SPC ME E     -    46,933.199   298,145.097   MT  0.99990004   -0 00 58.0
 PE2011;UTM  19      - 4,881,880.703   538,172.677   MT  0.99961792   +0 19 54.4
 PE2011
 PE2011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2011!SPC ME E     -   1.00000373  x   0.99990004  =   0.99990377
 PE2011!UTM  19      -   1.00000373  x   0.99961792  =   0.99962165
 PE2011
 PE2011:                Primary Azimuth Mark                     Grid Az
 PE2011:SPC ME E     -  WHITE LEDGE 1907                         260 31 07.1
 PE2011:UTM  19      -  WHITE LEDGE 1907                         260 10 14.7
 PE2011
 PE2011|---------------------------------------------------------------------|
 PE2011| PID    Reference Object                     Distance      Geod. Az  |
 PE2011|                                                           dddmmss.s |
 PE2011| PE2018 WHITE LEDGE 1907                    APPROX. 3.2 KM 2603009.1 |
 PE2011|---------------------------------------------------------------------|
 PE2011
 PE2011                          SUPERSEDED SURVEY CONTROL
 PE2011
 PE2011  NAD 83(1992)-  44 05 20.80738(N)    068 31 23.37244(W) AD(       ) 3
 PE2011  NAD 83(1986)-  44 05 20.80909(N)    068 31 23.37642(W) AD(       ) 3
 PE2011  NAD 27      -  44 05 20.51000(N)    068 31 25.31000(W) AD(       ) 3
 PE2011
 PE2011.Superseded values are not recommended for survey control.
 PE2011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2011.See file dsdata.txt to determine how the superseded data were derived.
 PE2011
 PE2011_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ3817381881(NAD 83)
 PE2011
 PE2011  HISTORY     - Date     Condition        Report By
 PE2011  HISTORY     - 1944     MONUMENTED       CGS
 PE2011
 PE2011                          STATION DESCRIPTION
 PE2011
 PE2011'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE2011'STATION IS ON NW END OF HIGHER PART OF LEDGE, A SHORT
 PE2011'DISTANCE NW OF MOST NORTHERLY CLUMP OF GRASS.  LARGE WATER
 PE2011'FILLED, STAGNANT DEPRESSION IN LEDGE IS 36.6 M SE.  STATION IS
 PE2011'ON SPIRIT LEDGE WHICH IS APPROXIMATELY ONE MILE SOUTHWEST OF
 PE2011'MARSHALL ISLAND.
 PE2011'
 PE2011'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK 10 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0028 ***********************************************************************
 QH0028  DESIGNATION -  J
 QH0028  PID         -  QH0028
 QH0028  STATE/COUNTY-  ME/FRANKLIN
 QH0028  USGS QUAD   -  SKINNER (1970)
 QH0028
 QH0028                         *CURRENT SURVEY CONTROL
 QH0028  ___________________________________________________________________
 QH0028* NAD 83(1986)-  45 31 32.     (N)    070 36 33.     (W)     SCALED    
 QH0028* NAVD 88     -       447.451  (meters)    1468.01   (feet)  ADJUSTED  
 QH0028  ___________________________________________________________________
 QH0028  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 QH0028  DYNAMIC HT  -         447.421 (meters)    1467.91  (feet)  COMP
 QH0028  MODELED GRAV-     980,534.3   (mgal)                       NAVD 88
 QH0028
 QH0028  VERT ORDER  -  FIRST     CLASS II
 QH0028
 QH0028.The horizontal coordinates were scaled from a topographic map and have
 QH0028.an estimated accuracy of +/- 6 seconds.
 QH0028
 QH0028.The orthometric height was determined by differential leveling
 QH0028.and adjusted by the National Geodetic Survey in June 1991..
 QH0028
 QH0028.The geoid height was determined by GEOID03.
 QH0028
 QH0028.The dynamic height is computed by dividing the NAVD 88
 QH0028.geopotential number by the normal gravity value computed on the
 QH0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QH0028.degrees latitude (g = 980.6199 gals.).
 QH0028
 QH0028.The modeled gravity was interpolated from observed gravity values.
 QH0028
 QH0028;                    North         East    Units  Estimated Accuracy
 QH0028;SPC ME W     -   299,230.      865,430.      MT  (+/- 180 meters Scaled)
 QH0028
 QH0028                          SUPERSEDED SURVEY CONTROL
 QH0028
 QH0028  NGVD 29 (??/??/92)  447.625  (m)         1468.58   (f) ADJ UNCH    1 2
 QH0028
 QH0028.Superseded values are not recommended for survey control.
 QH0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0028.See file dsdata.txt to determine how the superseded data were derived.
 QH0028
 QH0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL743425(NAD 83)
 QH0028_MARKER: DB = BENCH MARK DISK
 QH0028_SETTING: 66 = SET IN ROCK OUTCROP
 QH0028_SP_SET: ROCK LEDGE
 QH0028_STAMPING: ELEV 1468.583 FT J 1916
 QH0028_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QH0028+STABILITY: POSITION/ELEVATION WELL
 QH0028
 QH0028  HISTORY     - Date     Condition        Report By
 QH0028  HISTORY     - 1916     MONUMENTED       CGS
 QH0028  HISTORY     - 1934     GOOD             NGS
 QH0028
 QH0028                          STATION DESCRIPTION
 QH0028
 QH0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1916
 QH0028'0.9 MI SW FROM SKINNER.
 QH0028'0.9 MILE SOUTHWEST ALONG THE CANADIAN PACIFIC RAILWAY FROM
 QH0028'SKINNER, FRANKLIN COUNTY, 11 POLES NORTHEAST OF MILEPOST 96,
 QH0028'ONE-HALF POLE EAST OF A CONCRETE CULVERT AT MILEAGE 95.76, 15
 QH0028'YARDS NORTHWEST OF THE CENTER LINE OF THE TRACK, IN A ROCK LEDGE,
 QH0028'AND ABOUT 6 INCHES ABOVE THE GROUND.  A STANDARD DISK, STAMPED
 QH0028'ELEV 1468.583 FT J 1916.
 QH0028
 QH0028                          STATION RECOVERY (1934)
 QH0028
 QH0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QH0028'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0858 ***********************************************************************
 QG0858  DESIGNATION -  J 1
 QG0858  PID         -  QG0858
 QG0858  STATE/COUNTY-  ME/PISCATAQUIS
 QG0858  USGS QUAD   -  MOOSEHEAD (1989)
 QG0858
 QG0858                         *CURRENT SURVEY CONTROL
 QG0858  ___________________________________________________________________
 QG0858* NAD 83(1986)-  45 32 47.     (N)    069 40 59.     (W)     SCALED    
 QG0858* NAVD 88     -       315.878  (meters)    1036.34   (feet)  ADJUSTED  
 QG0858  ___________________________________________________________________
 QG0858  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 QG0858  DYNAMIC HT  -         315.869 (meters)    1036.31  (feet)  COMP
 QG0858  MODELED GRAV-     980,578.8   (mgal)                       NAVD 88
 QG0858
 QG0858  VERT ORDER  -  FIRST     CLASS II
 QG0858
 QG0858.The horizontal coordinates were scaled from a topographic map and have
 QG0858.an estimated accuracy of +/- 6 seconds.
 QG0858
 QG0858.The orthometric height was determined by differential leveling
 QG0858.and adjusted by the National Geodetic Survey in June 1991..
 QG0858
 QG0858.The geoid height was determined by GEOID03.
 QG0858
 QG0858.The dynamic height is computed by dividing the NAVD 88
 QG0858.geopotential number by the normal gravity value computed on the
 QG0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0858.degrees latitude (g = 980.6199 gals.).
 QG0858
 QG0858.The modeled gravity was interpolated from observed gravity values.
 QG0858
 QG0858;                    North         East    Units  Estimated Accuracy
 QG0858;SPC ME E     -   209,540.      207,620.      MT  (+/- 180 meters Scaled)
 QG0858
 QG0858                          SUPERSEDED SURVEY CONTROL
 QG0858
 QG0858  NGVD 29 (??/??/92)  316.045  (m)         1036.89   (f) ADJ UNCH    1 2
 QG0858
 QG0858.Superseded values are not recommended for survey control.
 QG0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0858.See file dsdata.txt to determine how the superseded data were derived.
 QG0858
 QG0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL466438(NAD 83)
 QG0858_MARKER: DB = BENCH MARK DISK
 QG0858_SETTING: 80 = SET IN A BOULDER
 QG0858_SP_SET: BOULDER
 QG0858_STAMPING: ELEV 1036.891 FT J I 1916
 QG0858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0858+STABILITY: SURFACE MOTION
 QG0858
 QG0858  HISTORY     - Date     Condition        Report By
 QG0858  HISTORY     - 1916     MONUMENTED       CGS
 QG0858
 QG0858                          STATION DESCRIPTION
 QG0858
 QG0858'DESCRIBED BY COAST AND GEODETIC SURVEY 1916
 QG0858'3.3 MI S FROM MOOSEHEAD.
 QG0858'3.3 MILES SOUTH ALONG THE CANADIAN PACIFIC RAILWAY FROM THE
 QG0858'STATION AT MOOSEHEAD, PISCATAQUIS COUNTY, 2.8 MILES NORTH ALONG
 QG0858'THE SHORE OF MOOSEHEAD LAKE FROM SQUAW BROOK, 4-1/2 POLES
 QG0858'SOUTHEAST OF MILEPOST 41, 20 YARDS NORTHEAST OF THE CENTER LINE
 QG0858'OF THE TRACK, AT THE EDGE OF THE RIGHT-OF-WAY, IN THE TOP OF A
 QG0858'BOULDER 12 FEET IN DIAMETER, AND ABOUT 5 FEET ABOVE THE GROUND.
 QG0858'A STANDARD DISK, STAMPED ELEV 1036.891 FT J I 1916.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0058 ***********************************************************************
 SF0058  DESIGNATION -  J 10
 SF0058  PID         -  SF0058
 SF0058  STATE/COUNTY-  ME/AROOSTOOK
 SF0058  USGS QUAD   -  EAGLE LAKE (1985)
 SF0058
 SF0058                         *CURRENT SURVEY CONTROL
 SF0058  ___________________________________________________________________
 SF0058* NAD 83(1986)-  47 00 51.     (N)    068 35 20.     (W)     SCALED    
 SF0058* NAVD 88     -       190.442  (meters)     624.81   (feet)  POSTED    
 SF0058  ___________________________________________________________________
 SF0058  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 SF0058  DYNAMIC HT  -         190.470 (meters)     624.90  (feet)  COMP
 SF0058  MODELED GRAV-     980,734.1   (mgal)                       NAVD 88
 SF0058
 SF0058  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 SF0058
 SF0058.The horizontal coordinates were scaled from a topographic map and have
 SF0058.an estimated accuracy of +/- 6 seconds.
 SF0058
 SF0058.The orthometric height was determined by differential leveling
 SF0058.and adjusted by the National Geodetic Survey in 1992..
 SF0058.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 SF0058.rate of 1.1 thru 2.0 mm/km.
 SF0058
 SF0058.The geoid height was determined by GEOID03.
 SF0058
 SF0058.The dynamic height is computed by dividing the NAVD 88
 SF0058.geopotential number by the normal gravity value computed on the
 SF0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0058.degrees latitude (g = 980.6199 gals.).
 SF0058
 SF0058.The modeled gravity was interpolated from observed gravity values.
 SF0058
 SF0058;                    North         East    Units  Estimated Accuracy
 SF0058;SPC ME E     -   372,000.      293,240.      MT  (+/- 180 meters Scaled)
 SF0058
 SF0058                          SUPERSEDED SURVEY CONTROL
 SF0058
 SF0058.No superseded survey control is available for this station.
 SF0058
 SF0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN312068(NAD 83)
 SF0058_MARKER: DB = BENCH MARK DISK
 SF0058_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SF0058_SP_SET: ABUTMENT
 SF0058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SF0058
 SF0058  HISTORY     - Date     Condition        Report By
 SF0058  HISTORY     - UNK      MONUMENTED       CGS
 SF0058  HISTORY     - 1927     GOOD             NGS
 SF0058
 SF0058                          STATION DESCRIPTION
 SF0058
 SF0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1927
 SF0058'2.2 MI S FROM EAGLE LAKE.
 SF0058'2 1/4 MILES SOUTH ON THE RIGHT OF WAY OF THE BANGOR AND
 SF0058'AROOSTOOK RR, IN THE SOUTH WEST CORNER OF THE NORTH ABUTMENT OF
 SF0058'RAILROAD BRIDGE NUMBER 75.75, WHICH CROSSES THE FISH RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0059 ***********************************************************************
 SF0059  DESIGNATION -  J 10 RESET 1941
 SF0059  PID         -  SF0059
 SF0059  STATE/COUNTY-  ME/AROOSTOOK
 SF0059  USGS QUAD   -  EAGLE LAKE (1985)
 SF0059
 SF0059                         *CURRENT SURVEY CONTROL
 SF0059  ___________________________________________________________________
 SF0059* NAD 83(1986)-  47 00 51.     (N)    068 35 20.     (W)     SCALED    
 SF0059* NAVD 88     -       190.520  (meters)     625.06   (feet)  ADJUSTED  
 SF0059  ___________________________________________________________________
 SF0059  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 SF0059  DYNAMIC HT  -         190.544 (meters)     625.14  (feet)  COMP
 SF0059  MODELED GRAV-     980,734.1   (mgal)                       NAVD 88
 SF0059
 SF0059  VERT ORDER  -  FIRST     CLASS II
 SF0059
 SF0059.The horizontal coordinates were scaled from a topographic map and have
 SF0059.an estimated accuracy of +/- 6 seconds.
 SF0059
 SF0059.The orthometric height was determined by differential leveling
 SF0059.and adjusted by the National Geodetic Survey in June 1991..
 SF0059
 SF0059.The geoid height was determined by GEOID03.
 SF0059
 SF0059.The dynamic height is computed by dividing the NAVD 88
 SF0059.geopotential number by the normal gravity value computed on the
 SF0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0059.degrees latitude (g = 980.6199 gals.).
 SF0059
 SF0059.The modeled gravity was interpolated from observed gravity values.
 SF0059
 SF0059;                    North         East    Units  Estimated Accuracy
 SF0059;SPC ME E     -   372,000.      293,240.      MT  (+/- 180 meters Scaled)
 SF0059
 SF0059                          SUPERSEDED SURVEY CONTROL
 SF0059
 SF0059  NGVD 29 (??/??/??)  190.68   (m)          625.6    (f) RESET       3  
 SF0059
 SF0059.Superseded values are not recommended for survey control.
 SF0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0059.See file dsdata.txt to determine how the superseded data were derived.
 SF0059
 SF0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN312068(NAD 83)
 SF0059_MARKER: DB = BENCH MARK DISK
 SF0059_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SF0059_SP_SET: ABUTMENT
 SF0059_STAMPING: J 10 RESET 1941
 SF0059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SF0059
 SF0059  HISTORY     - Date     Condition        Report By
 SF0059  HISTORY     - 1941     MONUMENTED       BARR
 SF0059  HISTORY     - 1978     GOOD             NGS
 SF0059  HISTORY     - 1984     GOOD             LOCSUR
 SF0059
 SF0059                          STATION DESCRIPTION
 SF0059
 SF0059'DESCRIBED BY BANGOR AND AROOSTOOK RAILROAD 1941
 SF0059'2.2 MI S FROM EAGLE LAKE.
 SF0059'2.2 MILES SOUTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 SF0059'EAGLE LAKE, AROOSTOOK COUNTY, AT BRIDGE 75.75 OVER FISH RIVER,
 SF0059'AND IN THE TOP OF THE SOUTHEAST CORNER OF THE NORTH ABUTMENT.
 SF0059'A STANDARD DISK, STAMPED J 10 RESET 1941.
 SF0059
 SF0059                          STATION RECOVERY (1978)
 SF0059
 SF0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 SF0059'RECOVERED IN GOOD CONDITION.
 SF0059
 SF0059                          STATION RECOVERY (1984)
 SF0059
 SF0059'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 SF0059'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0880 ***********************************************************************
 QG0880  DESIGNATION -  J 100
 QG0880  PID         -  QG0880
 QG0880  STATE/COUNTY-  ME/SOMERSET
 QG0880  USGS QUAD   -  BRASSUA LAKE EAST (1988)
 QG0880
 QG0880                         *CURRENT SURVEY CONTROL
 QG0880  ___________________________________________________________________
 QG0880* NAD 83(1986)-  45 42 35.     (N)    069 50 06.     (W)     SCALED    
 QG0880* NAVD 88     -       341.711  (meters)    1121.10   (feet)  ADJUSTED  
 QG0880  ___________________________________________________________________
 QG0880  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 QG0880  DYNAMIC HT  -         341.703 (meters)    1121.07  (feet)  COMP
 QG0880  MODELED GRAV-     980,582.5   (mgal)                       NAVD 88
 QG0880
 QG0880  VERT ORDER  -  SECOND    CLASS 0
 QG0880
 QG0880.The horizontal coordinates were scaled from a topographic map and have
 QG0880.an estimated accuracy of +/- 6 seconds.
 QG0880
 QG0880.The orthometric height was determined by differential leveling
 QG0880.and adjusted by the National Geodetic Survey in June 1991..
 QG0880
 QG0880.The geoid height was determined by GEOID03.
 QG0880
 QG0880.The dynamic height is computed by dividing the NAVD 88
 QG0880.geopotential number by the normal gravity value computed on the
 QG0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0880.degrees latitude (g = 980.6199 gals.).
 QG0880
 QG0880.The modeled gravity was interpolated from observed gravity values.
 QG0880
 QG0880;                    North         East    Units  Estimated Accuracy
 QG0880;SPC ME W     -   319,660.      925,830.      MT  (+/- 180 meters Scaled)
 QG0880
 QG0880                          SUPERSEDED SURVEY CONTROL
 QG0880
 QG0880  NGVD 29 (??/??/92)  341.877  (m)         1121.64   (f) ADJ UNCH    2 0
 QG0880
 QG0880.Superseded values are not recommended for survey control.
 QG0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0880.See file dsdata.txt to determine how the superseded data were derived.
 QG0880
 QG0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL350621(NAD 83)
 QG0880_MARKER: DB = BENCH MARK DISK
 QG0880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0880_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0880_STAMPING: J 100 1953
 QG0880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0880+STABILITY: SURFACE MOTION
 QG0880
 QG0880  HISTORY     - Date     Condition        Report By
 QG0880  HISTORY     - 1953     MONUMENTED       CGS
 QG0880
 QG0880                          STATION DESCRIPTION
 QG0880
 QG0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0880'3.8 MI NW FROM ROCKWOOD.
 QG0880'3.8 MILES NORTHWEST ALONG A PRIVATE GRAVEL ROAD FROM BRIDGE
 QG0880'OVER MOOSE RIVER AT ROCKWOOD, ABOUT 100 YARDS WEST OF A CURVE
 QG0880'WITH TANGENTS EXTENDING WEST AND SOUTHEAST, ON A GRADE DESCENDING
 QG0880'WEST, ABOUT 0.2 MILE EAST OF JUNCTION OF A DIM LOGGING ROAD
 QG0880'LEADING SOUTHWEST, 32 1/2 FEET NORTH OF CENTER LINE OF ROAD,
 QG0880'17 1/2 FEET EAST-NORTHEAST OF TELEPHONE POLE, 7 1/2 FEET WEST
 QG0880'OF A TRIANGULAR BLAZED 16-INCH BALSAM TREE, ABOUT 1 FOOT BELOW
 QG0880'LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 QG0880'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0165 ***********************************************************************
 RF0165  DESIGNATION -  J 101
 RF0165  PID         -  RF0165
 RF0165  STATE/COUNTY-  ME/AROOSTOOK
 RF0165  USGS QUAD   -  LITTLE MACHIAS LAKE (1986)
 RF0165
 RF0165                         *CURRENT SURVEY CONTROL
 RF0165  ___________________________________________________________________
 RF0165* NAD 83(1986)-  46 38 33.     (N)    068 34 24.     (W)     SCALED    
 RF0165* NAVD 88     -       221.242  (meters)     725.86   (feet)  ADJUSTED  
 RF0165  ___________________________________________________________________
 RF0165  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 RF0165  DYNAMIC HT  -         221.263 (meters)     725.93  (feet)  COMP
 RF0165  MODELED GRAV-     980,704.0   (mgal)                       NAVD 88
 RF0165
 RF0165  VERT ORDER  -  FIRST     CLASS II
 RF0165
 RF0165.The horizontal coordinates were scaled from a topographic map and have
 RF0165.an estimated accuracy of +/- 6 seconds.
 RF0165
 RF0165.The orthometric height was determined by differential leveling
 RF0165.and adjusted by the National Geodetic Survey in June 1991..
 RF0165
 RF0165.The geoid height was determined by GEOID03.
 RF0165
 RF0165.The dynamic height is computed by dividing the NAVD 88
 RF0165.geopotential number by the normal gravity value computed on the
 RF0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0165.degrees latitude (g = 980.6199 gals.).
 RF0165
 RF0165.The modeled gravity was interpolated from observed gravity values.
 RF0165
 RF0165;                    North         East    Units  Estimated Accuracy
 RF0165;SPC ME E     -   330,690.      294,390.      MT  (+/- 180 meters Scaled)
 RF0165
 RF0165                          SUPERSEDED SURVEY CONTROL
 RF0165
 RF0165  NGVD 29 (??/??/92)  221.415  (m)          726.43   (f) ADJ UNCH    1 2
 RF0165
 RF0165.Superseded values are not recommended for survey control.
 RF0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0165.See file dsdata.txt to determine how the superseded data were derived.
 RF0165
 RF0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM326655(NAD 83)
 RF0165_MARKER: DB = BENCH MARK DISK
 RF0165_SETTING: 80 = SET IN A BOULDER
 RF0165_SP_SET: BOULDER
 RF0165_STAMPING: J 101 1953
 RF0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0165+STABILITY: SURFACE MOTION
 RF0165
 RF0165  HISTORY     - Date     Condition        Report By
 RF0165  HISTORY     - 1953     MONUMENTED       CGS
 RF0165  HISTORY     - 1978     GOOD             NGS
 RF0165
 RF0165                          STATION DESCRIPTION
 RF0165
 RF0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0165'8.2 MI W FROM ASHLAND.
 RF0165'0.3 MILE WEST ALONG STATE HIGHWAY 11 FROM THE BANGOR AND
 RF0165'AROOSTOOK RAILROAD STATION AT ASHLAND, THENCE ABOUT 0.6 MILE
 RF0165'SOUTHWEST ALONG A BLACK TOP ROAD, THENCE ABOUT 7.25 MILES WEST
 RF0165'ALONG A PRIVATE GRAVEL ROAD, 44 1/2 FEET SOUTH OF CENTER LINE
 RF0165'OF ROAD, 75 FEET SOUTHWEST OF CENTER OF A WOODEN BRIDGE OVER
 RF0165'TENMILE BROOK, IN THE TOP OF A 2-FOOT HIGH 10 BY 7-FOOT ROUNDED
 RF0165'BOULDER, 3 FEET NORTHEAST OF HIGHEST POINT OF BOULDER AND ABOUT
 RF0165'1 1/2 FEET BELOW LEVEL OF ROAD.
 RF0165
 RF0165                          STATION RECOVERY (1978)
 RF0165
 RF0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 RF0165'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0211 ***********************************************************************
 RF0211  DESIGNATION -  J 102
 RF0211  PID         -  RF0211
 RF0211  STATE/COUNTY-  ME/PISCATAQUIS
 RF0211  USGS QUAD   -  FIFTH MUSQUACOOK LAKE (1986)
 RF0211
 RF0211                         *CURRENT SURVEY CONTROL
 RF0211  ___________________________________________________________________
 RF0211* NAD 83(1986)-  46 30 55.     (N)    069 02 52.     (W)     SCALED    
 RF0211* NAVD 88     -       368.118  (meters)    1207.73   (feet)  ADJUSTED  
 RF0211  ___________________________________________________________________
 RF0211  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 RF0211  DYNAMIC HT  -         368.137 (meters)    1207.80  (feet)  COMP
 RF0211  MODELED GRAV-     980,656.6   (mgal)                       NAVD 88
 RF0211
 RF0211  VERT ORDER  -  SECOND    CLASS 0
 RF0211
 RF0211.The horizontal coordinates were scaled from a topographic map and have
 RF0211.an estimated accuracy of +/- 6 seconds.
 RF0211
 RF0211.The orthometric height was determined by differential leveling
 RF0211.and adjusted by the National Geodetic Survey in June 1991..
 RF0211
 RF0211.The geoid height was determined by GEOID03.
 RF0211
 RF0211.The dynamic height is computed by dividing the NAVD 88
 RF0211.geopotential number by the normal gravity value computed on the
 RF0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0211.degrees latitude (g = 980.6199 gals.).
 RF0211
 RF0211.The modeled gravity was interpolated from observed gravity values.
 RF0211
 RF0211;                    North         East    Units  Estimated Accuracy
 RF0211;SPC ME E     -   316,690.      257,970.      MT  (+/- 180 meters Scaled)
 RF0211
 RF0211                          SUPERSEDED SURVEY CONTROL
 RF0211
 RF0211  NGVD 29 (??/??/92)  368.307  (m)         1208.35   (f) ADJ UNCH    2 0
 RF0211
 RF0211.Superseded values are not recommended for survey control.
 RF0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0211.See file dsdata.txt to determine how the superseded data were derived.
 RF0211
 RF0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM963513(NAD 83)
 RF0211_MARKER: DB = BENCH MARK DISK
 RF0211_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RF0211_SP_SET: CEDAR TREE
 RF0211_STAMPING: J 102 1953
 RF0211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RF0211
 RF0211  HISTORY     - Date     Condition        Report By
 RF0211  HISTORY     - 1953     MONUMENTED       CGS
 RF0211
 RF0211                          STATION DESCRIPTION
 RF0211
 RF0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0211'40.2 MI W FROM ASHLAND.
 RF0211'ABOUT 0.3 MILE WEST ALONG STATE HIGHWAY 11 FROM THE BANGOR AND
 RF0211'AROOSTOOK RAILROAD STATION AT ASHLAND, THENCE ABOUT 0.6 MILE
 RF0211'SOUTHWEST ALONG A BLACK TOP ROAD, THENCE ABOUT 39.25 MILES WEST
 RF0211'AND SOUTHWEST ALONG A PRIVATE GRAVEL ROAD, ABOUT 1.0 MILE WEST
 RF0211'OF A BRIDGE OVER MULE BROOK AND JUNCTION OF A ROAD SOUTH, AT THE
 RF0211'NORTHWEST END OF A CLEARING FOR A ROAD CONSTRUCTION CAMP, 53
 RF0211'FEET NORTHEAST OF CENTER LINE OF ROAD, VERTICALLY ABOUT 3 1/2
 RF0211'FEET ABOVE GROUND IN THE SOUTHWEST FACE OF A 10-INCH CEDAR TREE
 RF0211'AND ABOUT LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0017 ***********************************************************************
 QH0017  DESIGNATION -  J 103
 QH0017  PID         -  QH0017
 QH0017  STATE/COUNTY-  ME/SOMERSET
 QH0017  USGS QUAD   -  FOLEY POND (1989)
 QH0017
 QH0017                         *CURRENT SURVEY CONTROL
 QH0017  ___________________________________________________________________
 QH0017* NAD 83(1986)-  45 57 35.     (N)    070 00 55.     (W)     SCALED    
 QH0017* NAVD 88     -       340.896  (meters)    1118.42   (feet)  ADJUSTED  
 QH0017  ___________________________________________________________________
 QH0017  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 QH0017  DYNAMIC HT  -         340.885 (meters)    1118.39  (feet)  COMP
 QH0017  MODELED GRAV-     980,576.4   (mgal)                       NAVD 88
 QH0017
 QH0017  VERT ORDER  -  SECOND    CLASS 0
 QH0017
 QH0017.The horizontal coordinates were scaled from a topographic map and have
 QH0017.an estimated accuracy of +/- 6 seconds.
 QH0017
 QH0017.The orthometric height was determined by differential leveling
 QH0017.and adjusted by the National Geodetic Survey in June 1991..
 QH0017
 QH0017.The geoid height was determined by GEOID03.
 QH0017
 QH0017.The dynamic height is computed by dividing the NAVD 88
 QH0017.geopotential number by the normal gravity value computed on the
 QH0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QH0017.degrees latitude (g = 980.6199 gals.).
 QH0017
 QH0017.The modeled gravity was interpolated from observed gravity values.
 QH0017
 QH0017;                    North         East    Units  Estimated Accuracy
 QH0017;SPC ME W     -   347,400.      911,740.      MT  (+/- 180 meters Scaled)
 QH0017
 QH0017                          SUPERSEDED SURVEY CONTROL
 QH0017
 QH0017  NGVD 29 (??/??/92)  341.057  (m)         1118.95   (f) ADJ UNCH    2 0
 QH0017
 QH0017.Superseded values are not recommended for survey control.
 QH0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0017.See file dsdata.txt to determine how the superseded data were derived.
 QH0017
 QH0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL213900(NAD 83)
 QH0017_MARKER: DB = BENCH MARK DISK
 QH0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QH0017_STAMPING: J 103 1953
 QH0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0017+STABILITY: SURFACE MOTION
 QH0017
 QH0017  HISTORY     - Date     Condition        Report By
 QH0017  HISTORY     - 1953     MONUMENTED       CGS
 QH0017  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 QH0017
 QH0017                          STATION DESCRIPTION
 QH0017
 QH0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QH0017'6.1 MI N FROM PITTSTON FARM.
 QH0017'2.0 MILES NORTHWEST ALONG A PRIVATE GRAVEL ROAD FROM BRIDGE OVER
 QH0017'SOUTH BRANCH PENOBSCOT RIVER AT PITTSTON FARM, THENCE ABOUT 4.1
 QH0017'MILES NORTH ALONG A PRIVATE GRAVEL ROAD, ABOUT 0.1 MILE NORTHWEST
 QH0017'OF A BRIDGE OVER BIG LANE BROOK, 26 FEET SOUTHWEST OF CENTER
 QH0017'LINE OF ROAD, 63 FEET SOUTH AND ACROSS ROAD FROM A TRIANGULAR
 QH0017'BLAZED 7-INCH SPRUCE TREE, 79 FEET WEST OF CENTER OF JUNCTION OF
 QH0017'A DIM ROAD NORTHEAST, 9 FEET WEST OF CENTER OF A DIM DRIVE SOUTH
 QH0017'TO ABANDONED LOGGING CAMP BUILDINGS, 13 FEET EAST-NORTHEAST OF
 QH0017'A TRIANGULAR BLAZED 16-INCH MAPLE TREE, 2 FEET NORTHWEST OF A
 QH0017'WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF ROAD
 QH0017'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 QH0017
 QH0017                          STATION RECOVERY (1986)
 QH0017
 QH0017'RECOVERY NOTE BY US POWER SQUADRON 1986 (JHS)
 QH0017'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0935 ***********************************************************************
 QG0935  DESIGNATION -  J 104
 QG0935  PID         -  QG0935
 QG0935  STATE/COUNTY-  ME/SOMERSET
 QG0935  USGS QUAD   -  SEBOOMOOK LAKE EAST (1989)
 QG0935
 QG0935                         *CURRENT SURVEY CONTROL
 QG0935  ___________________________________________________________________
 QG0935* NAD 83(1986)-  45 54 23.     (N)    069 51 00.     (W)     SCALED    
 QG0935* NAVD 88     -       390.743  (meters)    1281.96   (feet)  ADJUSTED  
 QG0935  ___________________________________________________________________
 QG0935  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 QG0935  DYNAMIC HT  -         390.738 (meters)    1281.95  (feet)  COMP
 QG0935  MODELED GRAV-     980,590.9   (mgal)                       NAVD 88
 QG0935
 QG0935  VERT ORDER  -  SECOND    CLASS 0
 QG0935
 QG0935.The horizontal coordinates were scaled from a topographic map and have
 QG0935.an estimated accuracy of +/- 6 seconds.
 QG0935
 QG0935.The orthometric height was determined by differential leveling
 QG0935.and adjusted by the National Geodetic Survey in June 1991..
 QG0935
 QG0935.The geoid height was determined by GEOID03.
 QG0935
 QG0935.The dynamic height is computed by dividing the NAVD 88
 QG0935.geopotential number by the normal gravity value computed on the
 QG0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0935.degrees latitude (g = 980.6199 gals.).
 QG0935
 QG0935.The modeled gravity was interpolated from observed gravity values.
 QG0935
 QG0935;                    North         East    Units  Estimated Accuracy
 QG0935;SPC ME W     -   341,510.      924,570.      MT  (+/- 180 meters Scaled)
 QG0935
 QG0935                          SUPERSEDED SURVEY CONTROL
 QG0935
 QG0935  NGVD 29 (??/??/92)  390.905  (m)         1282.49   (f) ADJ UNCH    2 0
 QG0935
 QG0935.Superseded values are not recommended for survey control.
 QG0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0935.See file dsdata.txt to determine how the superseded data were derived.
 QG0935
 QG0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL340839(NAD 83)
 QG0935_MARKER: DB = BENCH MARK DISK
 QG0935_SETTING: 66 = SET IN ROCK OUTCROP
 QG0935_SP_SET: ROCK LEDGE
 QG0935_STAMPING: J 104 1953
 QG0935_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0935+STABILITY: POSITION/ELEVATION WELL
 QG0935
 QG0935  HISTORY     - Date     Condition        Report By
 QG0935  HISTORY     - 1953     MONUMENTED       CGS
 QG0935
 QG0935                          STATION DESCRIPTION
 QG0935
 QG0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0935'8.8 MI E FROM PITTSTON FARM.
 QG0935'3.4 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM BRIDGE OVER
 QG0935'SOUTH BRANCH PENOBSCOT RIVER AT PITTSTON FARM, THENCE ABOUT
 QG0935'5.4 MILES NORTHEAST AND EAST ALONG A GRAVEL ROAD LEADING TO
 QG0935'SEBOOMOOK DAM, ABOUT 0.35 MILE WEST OF THE TOP OF A GRADE, IN
 QG0935'THE TOP OF A LEDGE OF ROCK ABOUT 10 BY 11 FEET, 18 FEET SOUTH
 QG0935'OF CENTER LINE OF ROAD, 46 FEET SOUTH-SOUTHEAST AND ACROSS
 QG0935'ROAD FROM A TRIANGULAR BLAZED 12-INCH BIRCH TREE, 10 FEET EAST
 QG0935'OF A TRIANGULAR BLAZED 16-INCH BIRCH TREE, 20 FEET NORTHEAST
 QG0935'OF A TELEPHONE POLE, AND ABOUT 3 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0945 ***********************************************************************
 QG0945  DESIGNATION -  J 105
 QG0945  PID         -  QG0945
 QG0945  STATE/COUNTY-  ME/SOMERSET
 QG0945  USGS QUAD   -  SEBOOMOOK LAKE EAST (1989)
 QG0945
 QG0945                         *CURRENT SURVEY CONTROL
 QG0945  ___________________________________________________________________
 QG0945* NAD 83(1986)-  45 58 24.     (N)    069 46 12.     (W)     SCALED    
 QG0945* NAVD 88     -       401.193  (meters)    1316.25   (feet)  ADJUSTED  
 QG0945  ___________________________________________________________________
 QG0945  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 QG0945  DYNAMIC HT  -         401.188 (meters)    1316.23  (feet)  COMP
 QG0945  MODELED GRAV-     980,589.1   (mgal)                       NAVD 88
 QG0945
 QG0945  VERT ORDER  -  SECOND    CLASS 0
 QG0945
 QG0945.The horizontal coordinates were scaled from a topographic map and have
 QG0945.an estimated accuracy of +/- 6 seconds.
 QG0945
 QG0945.The orthometric height was determined by differential leveling
 QG0945.and adjusted by the National Geodetic Survey in June 1991..
 QG0945
 QG0945.The geoid height was determined by GEOID03.
 QG0945
 QG0945.The dynamic height is computed by dividing the NAVD 88
 QG0945.geopotential number by the normal gravity value computed on the
 QG0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0945.degrees latitude (g = 980.6199 gals.).
 QG0945
 QG0945.The modeled gravity was interpolated from observed gravity values.
 QG0945
 QG0945;                    North         East    Units  Estimated Accuracy
 QG0945;SPC ME W     -   348,980.      930,740.      MT  (+/- 180 meters Scaled)
 QG0945
 QG0945                          SUPERSEDED SURVEY CONTROL
 QG0945
 QG0945  NGVD 29 (??/??/92)  401.353  (m)         1316.77   (f) ADJ UNCH    2 0
 QG0945
 QG0945.Superseded values are not recommended for survey control.
 QG0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0945.See file dsdata.txt to determine how the superseded data were derived.
 QG0945
 QG0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL403913(NAD 83)
 QG0945_MARKER: DB = BENCH MARK DISK
 QG0945_SETTING: 66 = SET IN ROCK OUTCROP
 QG0945_SP_SET: ROCK LEDGE
 QG0945_STAMPING: J 105 1953
 QG0945_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0945+STABILITY: POSITION/ELEVATION WELL
 QG0945
 QG0945  HISTORY     - Date     Condition        Report By
 QG0945  HISTORY     - 1953     MONUMENTED       CGS
 QG0945
 QG0945                          STATION DESCRIPTION
 QG0945
 QG0945'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0945'5.4 MI NW FROM SEBOOMOOK DAM.
 QG0945'5.4 MILES NORTHWEST ALONG A GRAVEL ROAD LEADING TO CAUCOMGOMOC
 QG0945'LAKE FROM SEBOOMOOK DAM, ON THE TOP OF A LOW RIDGE, SET
 QG0945'HORIZONTALLY IN A ROCK LEDGE ABOUT 50 BY 12-FEET, 32 FEET NORTHWEST
 QG0945'OF CENTER LINE OF ROAD, 10 FEET NORTHEAST OF SOUTHWEST END OF
 QG0945'LEDGE, 3 FEET SOUTHEAST AND ABOUT 3 1/2 FEET BELOW A 12-INCH
 QG0945'TRIANGLE CHISELED IN FACE OF LEDGE, ABOUT 2 FEET ABOVE GROUND
 QG0945'AND ABOUT 2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0918 ***********************************************************************
 QG0918  DESIGNATION -  J 106
 QG0918  PID         -  QG0918
 QG0918  STATE/COUNTY-  ME/PISCATAQUIS
 QG0918  USGS QUAD   -  SEBOOMOOK (1989)
 QG0918
 QG0918                         *CURRENT SURVEY CONTROL
 QG0918  ___________________________________________________________________
 QG0918* NAD 83(1986)-  45 53 30.     (N)    069 37 28.     (W)     SCALED    
 QG0918* NAVD 88     -       321.446  (meters)    1054.61   (feet)  ADJUSTED  
 QG0918  ___________________________________________________________________
 QG0918  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 QG0918  DYNAMIC HT  -         321.444 (meters)    1054.60  (feet)  COMP
 QG0918  MODELED GRAV-     980,599.3   (mgal)                       NAVD 88
 QG0918
 QG0918  VERT ORDER  -  SECOND    CLASS 0
 QG0918
 QG0918.The horizontal coordinates were scaled from a topographic map and have
 QG0918.an estimated accuracy of +/- 6 seconds.
 QG0918
 QG0918.The orthometric height was determined by differential leveling
 QG0918.and adjusted by the National Geodetic Survey in June 1991..
 QG0918
 QG0918.The geoid height was determined by GEOID03.
 QG0918
 QG0918.The dynamic height is computed by dividing the NAVD 88
 QG0918.geopotential number by the normal gravity value computed on the
 QG0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0918.degrees latitude (g = 980.6199 gals.).
 QG0918
 QG0918.The modeled gravity was interpolated from observed gravity values.
 QG0918
 QG0918;                    North         East    Units  Estimated Accuracy
 QG0918;SPC ME E     -   247,850.      212,740.      MT  (+/- 180 meters Scaled)
 QG0918
 QG0918                          SUPERSEDED SURVEY CONTROL
 QG0918
 QG0918  NGVD 29 (??/??/92)  321.610  (m)         1055.15   (f) ADJ UNCH    2 0
 QG0918
 QG0918.Superseded values are not recommended for survey control.
 QG0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0918.See file dsdata.txt to determine how the superseded data were derived.
 QG0918
 QG0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL515822(NAD 83)
 QG0918_MARKER: DB = BENCH MARK DISK
 QG0918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0918_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0918_STAMPING: J 106 1953
 QG0918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0918+STABILITY: SURFACE MOTION
 QG0918
 QG0918  HISTORY     - Date     Condition        Report By
 QG0918  HISTORY     - 1953     MONUMENTED       CGS
 QG0918
 QG0918                          STATION DESCRIPTION
 QG0918
 QG0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0918'2 MI N FROM NORTHEAST CARRY.
 QG0918'1.55 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE INN AT NORTHEAST
 QG0918'CARRY, THENCE ABOUT 0.5 MILE NORTHWEST ALONG A GRAVEL ROAD LEADING
 QG0918'TO SEBOOMOOK DAM, AT THE WEST CORNER OF A LARGE CLEARING ON
 QG0918'NORTHEAST SIDE OF ROAD, 23 FEET NORTH-NORTHEAST OF CENTER LINE OF
 QG0918'ROAD, 47 FEET NORTHEAST AND ACROSS ROAD FROM A TELEPHONE POLE,
 QG0918'4 FEET EAST-SOUTHEAST OF A FENCE LINE 4 FEET EAST OF A FENCE
 QG0918'CORNER, 4 1/2 FEET NORTH-NORTHEAST OF A FENCE LINE EAST-SOUTHEAST,
 QG0918'14 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 QG0918'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0280 ***********************************************************************
 RF0280  DESIGNATION -  J 107
 RF0280  PID         -  RF0280
 RF0280  STATE/COUNTY-  ME/PISCATAQUIS
 RF0280  USGS QUAD   -  CAUCOMGOMOC LAKE WEST (1989)
 RF0280
 RF0280                         *CURRENT SURVEY CONTROL
 RF0280  ___________________________________________________________________
 RF0280* NAD 83(1986)-  46 13 17.     (N)    069 40 39.     (W)     SCALED    
 RF0280* NAVD 88     -       351.632  (meters)    1153.65   (feet)  ADJUSTED  
 RF0280  ___________________________________________________________________
 RF0280  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 RF0280  DYNAMIC HT  -         351.645 (meters)    1153.69  (feet)  COMP
 RF0280  MODELED GRAV-     980,641.9   (mgal)                       NAVD 88
 RF0280
 RF0280  VERT ORDER  -  SECOND    CLASS 0
 RF0280
 RF0280.The horizontal coordinates were scaled from a topographic map and have
 RF0280.an estimated accuracy of +/- 6 seconds.
 RF0280
 RF0280.The orthometric height was determined by differential leveling
 RF0280.and adjusted by the National Geodetic Survey in June 1991..
 RF0280
 RF0280.The geoid height was determined by GEOID03.
 RF0280
 RF0280.The dynamic height is computed by dividing the NAVD 88
 RF0280.geopotential number by the normal gravity value computed on the
 RF0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0280.degrees latitude (g = 980.6199 gals.).
 RF0280
 RF0280.The modeled gravity was interpolated from observed gravity values.
 RF0280
 RF0280;                    North         East    Units  Estimated Accuracy
 RF0280;SPC ME E     -   284,550.      209,160.      MT  (+/- 180 meters Scaled)
 RF0280
 RF0280                          SUPERSEDED SURVEY CONTROL
 RF0280
 RF0280  NGVD 29 (??/??/92)  351.805  (m)         1154.21   (f) ADJ UNCH    2 0
 RF0280
 RF0280.Superseded values are not recommended for survey control.
 RF0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0280.See file dsdata.txt to determine how the superseded data were derived.
 RF0280
 RF0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM477188(NAD 83)
 RF0280_MARKER: DB = BENCH MARK DISK
 RF0280_SETTING: 66 = SET IN ROCK OUTCROP
 RF0280_SP_SET: ROCK LEDGE
 RF0280_STAMPING: J 107 1953
 RF0280_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0280+STABILITY: POSITION/ELEVATION WELL
 RF0280
 RF0280  HISTORY     - Date     Condition        Report By
 RF0280  HISTORY     - 1953     MONUMENTED       CGS
 RF0280  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RF0280
 RF0280                          STATION DESCRIPTION
 RF0280
 RF0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0280'26.9 MI N FROM SEBOOMOOK DAM.
 RF0280'ABOUT 26.3 MILES NORTHWEST AND NORTH ALONG A GRAVEL ROAD LEADING
 RF0280'TO CAUCOMGOMOC LAKE FROM SEBOOMOOK DAM, THENCE ABOUT 0.6 MILE
 RF0280'NORTH ALONG A ROAD LEADING TO FRANCIS LAKE, ABOUT 0.25 MILE
 RF0280'SOUTHEAST OF A 20-FOOT WOODEN BRIDGE, IN THE TOP OF AN
 RF0280'OUTCROPPING ROCK LEDGE EXTENDING ACROSS ROAD, 21 FEET
 RF0280'NORTH-NORTHEAST OF CENTER LINE OF ROAD, 48 FEET EAST-NORTHEAST
 RF0280'AND ACROSS ROAD FROM A TRIANGULAR BLAZED 8-INCH FIR TREE, 11 1/2
 RF0280'FEET WEST OF A TRIANGULAR BLAZED 10-INCH BALSAM TREE AND ABOUT
 RF0280'3 FEET ABOVE LEVEL OF ROAD.
 RF0280
 RF0280                          STATION RECOVERY (1985)
 RF0280
 RF0280'RECOVERY NOTE BY US POWER SQUADRON 1985 (LMT)
 RF0280'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0190 ***********************************************************************
 RF0190  DESIGNATION -  J 108
 RF0190  PID         -  RF0190
 RF0190  STATE/COUNTY-  ME/AROOSTOOK
 RF0190  USGS QUAD   -  MOOSELEUK LAKE (1985)
 RF0190
 RF0190                         *CURRENT SURVEY CONTROL
 RF0190  ___________________________________________________________________
 RF0190* NAD 83(1986)-  46 36 46.     (N)    068 54 05.     (W)     SCALED    
 RF0190* NAVD 88     -       369.046  (meters)    1210.78   (feet)  ADJUSTED  
 RF0190  ___________________________________________________________________
 RF0190  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 RF0190  DYNAMIC HT  -         369.069 (meters)    1210.85  (feet)  COMP
 RF0190  MODELED GRAV-     980,665.1   (mgal)                       NAVD 88
 RF0190
 RF0190  VERT ORDER  -  SECOND    CLASS 0
 RF0190
 RF0190.The horizontal coordinates were scaled from a topographic map and have
 RF0190.an estimated accuracy of +/- 6 seconds.
 RF0190
 RF0190.The orthometric height was determined by differential leveling
 RF0190.and adjusted by the National Geodetic Survey in June 1991..
 RF0190
 RF0190.The geoid height was determined by GEOID03.
 RF0190
 RF0190.The dynamic height is computed by dividing the NAVD 88
 RF0190.geopotential number by the normal gravity value computed on the
 RF0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0190.degrees latitude (g = 980.6199 gals.).
 RF0190
 RF0190.The modeled gravity was interpolated from observed gravity values.
 RF0190
 RF0190;                    North         East    Units  Estimated Accuracy
 RF0190;SPC ME E     -   327,460.      269,260.      MT  (+/- 180 meters Scaled)
 RF0190
 RF0190                          SUPERSEDED SURVEY CONTROL
 RF0190
 RF0190  NGVD 29 (??/??/92)  369.236  (m)         1211.40   (f) ADJ UNCH    2 0
 RF0190
 RF0190.Superseded values are not recommended for survey control.
 RF0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0190.See file dsdata.txt to determine how the superseded data were derived.
 RF0190
 RF0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM075621(NAD 83)
 RF0190_MARKER: DB = BENCH MARK DISK
 RF0190_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RF0190_SP_SET: CEDAR TREE
 RF0190_STAMPING: J 108 1953
 RF0190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RF0190
 RF0190  HISTORY     - Date     Condition        Report By
 RF0190  HISTORY     - 1953     MONUMENTED       CGS
 RF0190
 RF0190                          STATION DESCRIPTION
 RF0190
 RF0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0190'26.9 MI W FROM ASHLAND.
 RF0190'0.3 MILE WEST ALONG STATE HIGHWAY 11 FROM THE BANGOR AND
 RF0190'AROOSTOOK RAILROAD STATION AT ASHLAND, THENCE ABOUT 0.6 MILE
 RF0190'SOUTHWEST ALONG A BLACK TOP ROAD, THENCE ABOUT 26.0 MILES WEST
 RF0190'ALONG A PRIVATE GRAVEL ROAD, AT THE JUNCTION OF A GRAVEL ROAD
 RF0190'LEADING NORTHWEST TO PARADISS CAMP, 71 FEET NORTH OF CENTER
 RF0190'LINE OF EAST-WEST ROAD, 20 FEET NORTHEAST OF CENTER LINE OF ROAD
 RF0190'NORTHWEST, VERTICALLY ABOUT 3 FEET ABOVE GROUND IN THE SOUTH
 RF0190'FACE OF A 22-INCH FORKED CEDAR TREE AND ABOUT 3 FEET ABOVE LEVEL
 RF0190'OF ROAD NORTHWEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0341 ***********************************************************************
 RF0341  DESIGNATION -  J 109
 RF0341  PID         -  RF0341
 RF0341  STATE/COUNTY-  ME/AROOSTOOK
 RF0341  USGS QUAD   -  NINEMILE BRIDGE (1986)
 RF0341
 RF0341                         *CURRENT SURVEY CONTROL
 RF0341  ___________________________________________________________________
 RF0341* NAD 83(1986)-  46 42 25.     (N)    069 43 59.     (W)     SCALED    
 RF0341* NAVD 88     -       294.867  (meters)     967.41   (feet)  ADJUSTED  
 RF0341  ___________________________________________________________________
 RF0341  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 RF0341  DYNAMIC HT  -         294.880 (meters)     967.45  (feet)  COMP
 RF0341  MODELED GRAV-     980,651.6   (mgal)                       NAVD 88
 RF0341
 RF0341  VERT ORDER  -  SECOND    CLASS 0
 RF0341
 RF0341.The horizontal coordinates were scaled from a topographic map and have
 RF0341.an estimated accuracy of +/- 6 seconds.
 RF0341
 RF0341.The orthometric height was determined by differential leveling
 RF0341.and adjusted by the National Geodetic Survey in June 1991..
 RF0341
 RF0341.The geoid height was determined by GEOID03.
 RF0341
 RF0341.The dynamic height is computed by dividing the NAVD 88
 RF0341.geopotential number by the normal gravity value computed on the
 RF0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0341.degrees latitude (g = 980.6199 gals.).
 RF0341
 RF0341.The modeled gravity was interpolated from observed gravity values.
 RF0341
 RF0341;                    North         East    Units  Estimated Accuracy
 RF0341;SPC ME E     -   338,590.      205,720.      MT  (+/- 180 meters Scaled)
 RF0341
 RF0341                          SUPERSEDED SURVEY CONTROL
 RF0341
 RF0341  NGVD 29 (??/??/92)  295.049  (m)          968.01   (f) ADJ UNCH    2 0
 RF0341
 RF0341.Superseded values are not recommended for survey control.
 RF0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0341.See file dsdata.txt to determine how the superseded data were derived.
 RF0341
 RF0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM439728(NAD 83)
 RF0341_MARKER: DB = BENCH MARK DISK
 RF0341_SETTING: 80 = SET IN A BOULDER
 RF0341_SP_SET: BOULDER
 RF0341_STAMPING: J 109 1953
 RF0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0341+STABILITY: SURFACE MOTION
 RF0341
 RF0341  HISTORY     - Date     Condition        Report By
 RF0341  HISTORY     - 1953     MONUMENTED       CGS
 RF0341
 RF0341                          STATION DESCRIPTION
 RF0341
 RF0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0341'13.4 MI E FROM LAC FRONTIERE.
 RF0341'ABOUT 13.45 MILES EAST ALONG A PRIVATE GRAVEL ROAD LEADING
 RF0341'TO CLAYTON LAKE FROM THE JUNCTION OF ROUTE 24 AT LAC FRONTIERE,
 RF0341'ABOUT 13.3 MILES NORTHWEST ALONG A PRIVATE GRAVEL ROAD LEADING TO
 RF0341'LAC FRONTIERE FROM THE POST OFFICE AT CLAYTON LAKE, ABOUT 1.0
 RF0341'MILE NORTHWEST OF BRIDGE OVER SAINT JOHN RIVER, 41 FEET SOUTH
 RF0341'OF CENTER LINE OF ROAD, IN THE TOP OF THE SOUTHEAST END OF
 RF0341'LOWER AND NORTHEAST PART OF A 2-FOOT HIGH 6 BY 5 FOOT MOSTLY
 RF0341'BURIED BOULDER AND ABOUT LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0090 ***********************************************************************
 RF0090  DESIGNATION -  J 11
 RF0090  PID         -  RF0090
 RF0090  STATE/COUNTY-  ME/AROOSTOOK
 RF0090  USGS QUAD   -  GRISWOLD (1986)
 RF0090
 RF0090                         *CURRENT SURVEY CONTROL
 RF0090  ___________________________________________________________________
 RF0090* NAD 83(1986)-  46 27 26.     (N)    068 20 13.     (W)     SCALED    
 RF0090* NAVD 88     -       173.594  (meters)     569.53   (feet)  ADJUSTED  
 RF0090  ___________________________________________________________________
 RF0090  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 RF0090  DYNAMIC HT  -         173.606 (meters)     569.57  (feet)  COMP
 RF0090  MODELED GRAV-     980,679.7   (mgal)                       NAVD 88
 RF0090
 RF0090  VERT ORDER  -  FIRST     CLASS II
 RF0090
 RF0090.The horizontal coordinates were scaled from a topographic map and have
 RF0090.an estimated accuracy of +/- 6 seconds.
 RF0090
 RF0090.The orthometric height was determined by differential leveling
 RF0090.and adjusted by the National Geodetic Survey in June 1991..
 RF0090
 RF0090.The geoid height was determined by GEOID03.
 RF0090
 RF0090.The dynamic height is computed by dividing the NAVD 88
 RF0090.geopotential number by the normal gravity value computed on the
 RF0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0090.degrees latitude (g = 980.6199 gals.).
 RF0090
 RF0090.The modeled gravity was interpolated from observed gravity values.
 RF0090
 RF0090;                    North         East    Units  Estimated Accuracy
 RF0090;SPC ME E     -   310,110.      312,530.      MT  (+/- 180 meters Scaled)
 RF0090
 RF0090                          SUPERSEDED SURVEY CONTROL
 RF0090
 RF0090  NGVD 29 (??/??/92)  173.750  (m)          570.04   (f) ADJ UNCH    1 2
 RF0090
 RF0090.Superseded values are not recommended for survey control.
 RF0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0090.See file dsdata.txt to determine how the superseded data were derived.
 RF0090
 RF0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM509450(NAD 83)
 RF0090_MARKER: DB = BENCH MARK DISK
 RF0090_SETTING: 80 = SET IN A BOULDER
 RF0090_SP_SET: BOULDER
 RF0090_STAMPING: 570.045 J 11 1927
 RF0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0090+STABILITY: SURFACE MOTION
 RF0090
 RF0090  HISTORY     - Date     Condition        Report By
 RF0090  HISTORY     - 1927     MONUMENTED       CGS
 RF0090
 RF0090                          STATION DESCRIPTION
 RF0090
 RF0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 RF0090'3.7 MI S FROM MASARDIS.
 RF0090'3.7 MILES SOUTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM THE
 RF0090'STATION AT MASARDIS, AROOSTOOK COUNTY, ONE RAIL NORTH OF CULVERT
 RF0090'A 29.20, 25 FEET EAST OF THE EAST RAIL, AND IN THE TOP OF A
 RF0090'3- BY 5-FOOT BOULDER PROJECTING ABOUT 1-1/2 FEET ABOVE THE
 RF0090'GROUND.  A STANDARD DISK, STAMPED 570.045 J 11 1927.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0331 ***********************************************************************
 RF0331  DESIGNATION -  J 110
 RF0331  PID         -  RF0331
 RF0331  STATE/COUNTY-  ME/AROOSTOOK
 RF0331  USGS QUAD   -  UGH LAKE (1986)
 RF0331
 RF0331                         *CURRENT SURVEY CONTROL
 RF0331  ___________________________________________________________________
 RF0331* NAD 83(1986)-  46 38 31.     (N)    069 36 26.     (W)     SCALED    
 RF0331* NAVD 88     -       354.116  (meters)    1161.80   (feet)  ADJUSTED  
 RF0331  ___________________________________________________________________
 RF0331  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 RF0331  DYNAMIC HT  -         354.129 (meters)    1161.84  (feet)  COMP
 RF0331  MODELED GRAV-     980,640.0   (mgal)                       NAVD 88
 RF0331
 RF0331  VERT ORDER  -  SECOND    CLASS 0
 RF0331
 RF0331.The horizontal coordinates were scaled from a topographic map and have
 RF0331.an estimated accuracy of +/- 6 seconds.
 RF0331
 RF0331.The orthometric height was determined by differential leveling
 RF0331.and adjusted by the National Geodetic Survey in June 1991..
 RF0331
 RF0331.The geoid height was determined by GEOID03.
 RF0331
 RF0331.The dynamic height is computed by dividing the NAVD 88
 RF0331.geopotential number by the normal gravity value computed on the
 RF0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0331.degrees latitude (g = 980.6199 gals.).
 RF0331
 RF0331.The modeled gravity was interpolated from observed gravity values.
 RF0331
 RF0331;                    North         East    Units  Estimated Accuracy
 RF0331;SPC ME E     -   331,220.      215,240.      MT  (+/- 180 meters Scaled)
 RF0331
 RF0331                          SUPERSEDED SURVEY CONTROL
 RF0331
 RF0331  NGVD 29 (??/??/92)  354.295  (m)         1162.38   (f) ADJ UNCH    2 0
 RF0331
 RF0331.Superseded values are not recommended for survey control.
 RF0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0331.See file dsdata.txt to determine how the superseded data were derived.
 RF0331
 RF0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM535655(NAD 83)
 RF0331_MARKER: DB = BENCH MARK DISK
 RF0331_SETTING: 80 = SET IN A BOULDER
 RF0331_SP_SET: BOULDER
 RF0331_STAMPING: J 110 1953
 RF0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0331+STABILITY: SURFACE MOTION
 RF0331
 RF0331  HISTORY     - Date     Condition        Report By
 RF0331  HISTORY     - 1953     MONUMENTED       CGS
 RF0331
 RF0331                          STATION DESCRIPTION
 RF0331
 RF0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0331'4.9 MI NW FROM CLAYTON LAKE.
 RF0331'ABOUT 4.9 MILES NORTHWEST ALONG A PRIVATE GRAVEL ROAD LEADING
 RF0331'TO LAC FRONTIERE FROM THE POST OFFICE AT CLAYTON LAKE, ABOUT
 RF0331'110 YARDS WEST OF A 27-FOOT WOODEN BRIDGE OVER LITTLE GILBERT
 RF0331'BROOK, IN THE TOP OF A MOSS COVERED BOULDER PROJECTING ABOUT
 RF0331'1/2 FOOT ABOVE GROUND, 38 FEET NORTH OF CENTER LINE OF ROAD,
 RF0331'43 FEET NORTHWEST OF THE SECOND TELEPHONE POLE WEST OF BRIDGE
 RF0331'AND ABOUT 1 FOOT BELOW LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0688 ***********************************************************************
 QG0688  DESIGNATION -  J 111
 QG0688  PID         -  QG0688
 QG0688  STATE/COUNTY-  ME/PISCATAQUIS
 QG0688  USGS QUAD   -  BIG SPENCER MTN (1988)
 QG0688
 QG0688                         *CURRENT SURVEY CONTROL
 QG0688  ___________________________________________________________________
 QG0688* NAD 83(1986)-  45 46 53.     (N)    069 22 29.     (W)     SCALED    
 QG0688* NAVD 88     -       360.818  (meters)    1183.78   (feet)  ADJUSTED  
 QG0688  ___________________________________________________________________
 QG0688  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 QG0688  DYNAMIC HT  -         360.811 (meters)    1183.76  (feet)  COMP
 QG0688  MODELED GRAV-     980,586.8   (mgal)                       NAVD 88
 QG0688
 QG0688  VERT ORDER  -  SECOND    CLASS 0
 QG0688
 QG0688.The horizontal coordinates were scaled from a topographic map and have
 QG0688.an estimated accuracy of +/- 6 seconds.
 QG0688
 QG0688.The orthometric height was determined by differential leveling
 QG0688.and adjusted by the National Geodetic Survey in June 1991..
 QG0688
 QG0688.The geoid height was determined by GEOID03.
 QG0688
 QG0688.The dynamic height is computed by dividing the NAVD 88
 QG0688.geopotential number by the normal gravity value computed on the
 QG0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0688.degrees latitude (g = 980.6199 gals.).
 QG0688
 QG0688.The modeled gravity was interpolated from observed gravity values.
 QG0688
 QG0688;                    North         East    Units  Estimated Accuracy
 QG0688;SPC ME E     -   235,350.      231,980.      MT  (+/- 180 meters Scaled)
 QG0688
 QG0688                          SUPERSEDED SURVEY CONTROL
 QG0688
 QG0688  NGVD 29 (??/??/92)  360.975  (m)         1184.30   (f) ADJ UNCH    2 0
 QG0688
 QG0688.Superseded values are not recommended for survey control.
 QG0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0688.See file dsdata.txt to determine how the superseded data were derived.
 QG0688
 QG0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL708698(NAD 83)
 QG0688_MARKER: DB = BENCH MARK DISK
 QG0688_SETTING: 80 = SET IN A BOULDER
 QG0688_SP_SET: BOULDER
 QG0688_STAMPING: J 111 1953
 QG0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0688+STABILITY: SURFACE MOTION
 QG0688
 QG0688  HISTORY     - Date     Condition        Report By
 QG0688  HISTORY     - 1953     MONUMENTED       CGS
 QG0688  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 QG0688
 QG0688                          STATION DESCRIPTION
 QG0688
 QG0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0688'10.7 MI NE FROM KOKADJO.
 QG0688'8.2 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE POST OFFICE
 QG0688'AT KOKADJO, THENCE ABOUT 2.5 MILES NORTHWEST ALONG A PRIVATE
 QG0688'GRAVEL ROAD, ABOUT 0.8 MILE NORTHWEST OF A ROAD LEADING EAST ALONG
 QG0688'A TELEPHONE LINE, AT THE NORTHWEST END OF A SMALL CLEARING, ON
 QG0688'THE OUTSIDE AND AT THE NORTH END OF A LONG CURVE WITH TANGENTS
 QG0688'EXTENDING NORTH AND SOUTHEAST, IN THE TOP OF THE EAST END OF A
 QG0688'LARGE BOULDER, 28 FEET WEST OF CENTER LINE OF ROAD, 18 FEET
 QG0688'SOUTH OF A TELEPHONE POLE AND ABOUT 1 FOOT ABOVE LEVEL OF ROAD.
 QG0688
 QG0688                          STATION RECOVERY (1984)
 QG0688
 QG0688'RECOVERY NOTE BY US POWER SQUADRON 1984 (RPS)
 QG0688'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0322 ***********************************************************************
 RF0322  DESIGNATION -  J 112
 RF0322  PID         -  RF0322
 RF0322  STATE/COUNTY-  ME/SOMERSET
 RF0322  USGS QUAD   -  BAKER LAKE (1989)
 RF0322
 RF0322                         *CURRENT SURVEY CONTROL
 RF0322  ___________________________________________________________________
 RF0322* NAD 83(1986)-  46 17 37.     (N)    069 58 05.     (W)     SCALED    
 RF0322* NAVD 88     -       409.148  (meters)    1342.35   (feet)  ADJUSTED  
 RF0322  ___________________________________________________________________
 RF0322  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 RF0322  DYNAMIC HT  -         409.144 (meters)    1342.33  (feet)  COMP
 RF0322  MODELED GRAV-     980,592.9   (mgal)                       NAVD 88
 RF0322
 RF0322  VERT ORDER  -  SECOND    CLASS 0
 RF0322
 RF0322.The horizontal coordinates were scaled from a topographic map and have
 RF0322.an estimated accuracy of +/- 6 seconds.
 RF0322
 RF0322.The orthometric height was determined by differential leveling
 RF0322.and adjusted by the National Geodetic Survey in June 1991..
 RF0322
 RF0322.The geoid height was determined by GEOID03.
 RF0322
 RF0322.The dynamic height is computed by dividing the NAVD 88
 RF0322.geopotential number by the normal gravity value computed on the
 RF0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0322.degrees latitude (g = 980.6199 gals.).
 RF0322
 RF0322.The modeled gravity was interpolated from observed gravity values.
 RF0322
 RF0322;                    North         East    Units  Estimated Accuracy
 RF0322;SPC ME W     -   384,520.      915,300.      MT  (+/- 180 meters Scaled)
 RF0322
 RF0322                          SUPERSEDED SURVEY CONTROL
 RF0322
 RF0322  NGVD 29 (??/??/92)  409.303  (m)         1342.85   (f) ADJ UNCH    2 0
 RF0322
 RF0322.Superseded values are not recommended for survey control.
 RF0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0322.See file dsdata.txt to determine how the superseded data were derived.
 RF0322
 RF0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM254271(NAD 83)
 RF0322_MARKER: DB = BENCH MARK DISK
 RF0322_SETTING: 66 = SET IN ROCK OUTCROP
 RF0322_SP_SET: ROCK LEDGE
 RF0322_STAMPING: J 112 1953
 RF0322_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0322+STABILITY: POSITION/ELEVATION WELL
 RF0322
 RF0322  HISTORY     - Date     Condition        Report By
 RF0322  HISTORY     - 1953     MONUMENTED       CGS
 RF0322  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RF0322
 RF0322                          STATION DESCRIPTION
 RF0322
 RF0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0322'23.8 MI NE FROM STE AURELIE.
 RF0322'ABOUT 23.75 MILES NORTHEAST AND EAST ALONG A GRAVEL ROAD LEADING
 RF0322'TO FRANCIS LAKE FROM THE CHURCH AT STE AURELIE, ABOUT 0.25 MILE
 RF0322'WEST OF THE JUNCTION OF A ROAD NORTH TO A GRAVEL PIT, IN THE
 RF0322'TOP OF A PROMINENT ROCK LEDGE ABOUT 27 BY 18 FEET, 21 FEET
 RF0322'NORTH OF CENTER LINE OF ROAD, 115 FEET EAST OF NORTH END OF A
 RF0322'2-FOOT WOODEN CULVERT, 59 FEET NORTH-NORTHWEST AND ACROSS ROAD
 RF0322'FROM A TRIANGULAR BLAZED 10-INCH BALSAM TREE, 18 1/2 FEET
 RF0322'EAST-SOUTHEAST OF A 10-INCH TRIANGULAR BLAZED SPRUCE TREE, AND
 RF0322'ABOUT 4 FEET ABOVE LEVEL OF ROAD.
 RF0322
 RF0322                          STATION RECOVERY (1985)
 RF0322
 RF0322'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLM)
 RF0322'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0459 ***********************************************************************
 PE0459  DESIGNATION -  J 113
 PE0459  PID         -  PE0459
 PE0459  STATE/COUNTY-  ME/PENOBSCOT
 PE0459  USGS QUAD   -  HERMON (1978)
 PE0459
 PE0459                         *CURRENT SURVEY CONTROL
 PE0459  ___________________________________________________________________
 PE0459* NAD 83(1986)-  44 47 07.     (N)    068 56 22.     (W)     SCALED    
 PE0459* NAVD 88     -        43.990  (meters)     144.32   (feet)  ADJUSTED  
 PE0459  ___________________________________________________________________
 PE0459  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 PE0459  DYNAMIC HT  -          43.988 (meters)     144.32  (feet)  COMP
 PE0459  MODELED GRAV-     980,575.4   (mgal)                       NAVD 88
 PE0459  OBS GRAVITY -     980,573.9   (mgal)                       GRAV_OBS
 PE0459
 PE0459  VERT ORDER  -  FIRST     CLASS I
 PE0459
 PE0459.The horizontal coordinates were scaled from a topographic map and have
 PE0459.an estimated accuracy of +/- 6 seconds.
 PE0459
 PE0459.The orthometric height was determined by differential leveling
 PE0459.and adjusted by the National Geodetic Survey in June 1991..
 PE0459
 PE0459.The geoid height was determined by GEOID03.
 PE0459
 PE0459.The dynamic height is computed by dividing the NAVD 88
 PE0459.geopotential number by the normal gravity value computed on the
 PE0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0459.degrees latitude (g = 980.6199 gals.).
 PE0459
 PE0459.The modeled gravity was interpolated from observed gravity values.
 PE0459.The observed gravity was obtained from relative gravimeter ties
 PE0459.to the IGSN71 gravity network.
 PE0459
 PE0459;                    North         East    Units  Estimated Accuracy
 PE0459;SPC ME E     -   124,380.      265,230.      MT  (+/- 180 meters Scaled)
 PE0459
 PE0459                          SUPERSEDED SURVEY CONTROL
 PE0459
 PE0459  NGVD 29 (??/??/92)   44.203  (m)          145.02   (f) ADJ UNCH    1 1
 PE0459
 PE0459.Superseded values are not recommended for survey control.
 PE0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0459.See file dsdata.txt to determine how the superseded data were derived.
 PE0459
 PE0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK047591(NAD 83)
 PE0459_MARKER: DB = BENCH MARK DISK
 PE0459_SETTING: 66 = SET IN ROCK OUTCROP
 PE0459_SP_SET: ROCK OUTCROP
 PE0459_STAMPING: J 113 1953
 PE0459_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0459+STABILITY: POSITION/ELEVATION WELL
 PE0459
 PE0459  HISTORY     - Date     Condition        Report By
 PE0459  HISTORY     - 1953     MONUMENTED       CGS
 PE0459  HISTORY     - 1966     GOOD             NGS
 PE0459  HISTORY     - 1978     GOOD             DOD
 PE0459
 PE0459                          STATION DESCRIPTION
 PE0459
 PE0459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0459'5.4 MI E FROM CARMEL.
 PE0459'5.4 MILES EAST ALONG THE MAINE CENTRAL RAILROAD FROM THE OVERPASS
 PE0459'CROSSING OF U.S. HIGHWAY 2 AT CARMEL, ABOUT 7 1/2 RAILS EAST
 PE0459'OF MILEPOST V124/P127, ALONG THE NORTH BANK OF HERMON POND, NEAR
 PE0459'THE WEST CORNER OF A LARGE PASTURE FIELD, IN THE TOP OF A ROCK
 PE0459'THAT THE EXPOSED PORTION IS ABOUT 2 1/2-FOOT WIDE BY 2 1/2-FOOT
 PE0459'HIGH, 95 FEET SOUTHEAST OF THE CENTER OF AN OLD ROAD CROSSING,
 PE0459'64.0 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 3 FEET BELOW THE
 PE0459'LEVEL OF THE TRACK.
 PE0459
 PE0459                          STATION RECOVERY (1978)
 PE0459
 PE0459'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE0459'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0722 ***********************************************************************
 QG0722  DESIGNATION -  J 114
 QG0722  PID         -  QG0722
 QG0722  STATE/COUNTY-  ME/PISCATAQUIS
 QG0722  USGS QUAD   -  BROWNVILLE JUNCTION (1988)
 QG0722
 QG0722                         *CURRENT SURVEY CONTROL
 QG0722  ___________________________________________________________________
 QG0722* NAD 83(1986)-  45 17 11.     (N)    069 00 39.     (W)     SCALED    
 QG0722* NAVD 88     -       106.197  (meters)     348.41   (feet)  POSTED    
 QG0722  ___________________________________________________________________
 QG0722  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 QG0722  DYNAMIC HT  -         106.200 (meters)     348.42  (feet)  COMP
 QG0722  MODELED GRAV-     980,595.9   (mgal)                       NAVD 88
 QG0722
 QG0722  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QG0722
 QG0722.The horizontal coordinates were scaled from a topographic map and have
 QG0722.an estimated accuracy of +/- 6 seconds.
 QG0722
 QG0722.The orthometric height was determined by differential leveling
 QG0722.and adjusted by the National Geodetic Survey in 1992..
 QG0722.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QG0722.rate of 0.0 thru 1.0 mm/km.
 QG0722
 QG0722.The geoid height was determined by GEOID03.
 QG0722
 QG0722.The dynamic height is computed by dividing the NAVD 88
 QG0722.geopotential number by the normal gravity value computed on the
 QG0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0722.degrees latitude (g = 980.6199 gals.).
 QG0722
 QG0722.The modeled gravity was interpolated from observed gravity values.
 QG0722
 QG0722;                    North         East    Units  Estimated Accuracy
 QG0722;SPC ME E     -   180,100.      259,930.      MT  (+/- 180 meters Scaled)
 QG0722
 QG0722                          SUPERSEDED SURVEY CONTROL
 QG0722
 QG0722  NGVD 29 (??/??/92)  106.375  (m)          349.00   (f) ADJ UNCH    1 2
 QG0722
 QG0722.Superseded values are not recommended for survey control.
 QG0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0722.See file dsdata.txt to determine how the superseded data were derived.
 QG0722
 QG0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL991147(NAD 83)
 QG0722_MARKER: DB = BENCH MARK DISK
 QG0722_SETTING: 80 = SET IN A BOULDER
 QG0722_SP_SET: BOULDER
 QG0722_STAMPING: J 114 1953
 QG0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0722+STABILITY: SURFACE MOTION
 QG0722
 QG0722  HISTORY     - Date     Condition        Report By
 QG0722  HISTORY     - 1953     MONUMENTED       CGS
 QG0722
 QG0722                          STATION DESCRIPTION
 QG0722
 QG0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0722'2.9 MI NW FROM MILO.
 QG0722'2.9 MILES NORTHWEST ALONG THE BANGOR AND AROOSTOOK RAILROAD
 QG0722'FROM THE STATION AT MILO, ABOUT 1.55 MILES SOUTHEAST OF THE
 QG0722'STATION AT BROWNVILLE, ABOUT 167 YARDS NORTHWEST OF MILE POST
 QG0722'70, 37 YARDS SOUTHEAST OF PIPE CULVERT NO. 70.11, IN THE TOP OF
 QG0722'AND 2 FEET NORTHEAST OF SOUTHWEST END OF A ROUNDED 4-FOOT HIGH
 QG0722'7 BY 20-FOOT BOULDER, 35 1/2 FEET NORTHEAST OF NORTHEAST RAIL
 QG0722'AND ABOUT 6 1/2 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0072 ***********************************************************************
 QF0072  DESIGNATION -  J 115
 QF0072  PID         -  QF0072
 QF0072  STATE/COUNTY-  ME/WASHINGTON
 QF0072  USGS QUAD   -  MEDDYBEMPS LAKE EAST (1987)
 QF0072
 QF0072                         *CURRENT SURVEY CONTROL
 QF0072  ___________________________________________________________________
 QF0072* NAD 83(1986)-  45 00 23.     (N)    067 16 22.     (W)     SCALED    
 QF0072* NAVD 88     -        60.564  (meters)     198.70   (feet)  ADJUSTED  
 QF0072  ___________________________________________________________________
 QF0072  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 QF0072  DYNAMIC HT  -          60.563 (meters)     198.70  (feet)  COMP
 QF0072  MODELED GRAV-     980,597.0   (mgal)                       NAVD 88
 QF0072
 QF0072  VERT ORDER  -  FIRST     CLASS II
 QF0072
 QF0072.The horizontal coordinates were scaled from a topographic map and have
 QF0072.an estimated accuracy of +/- 6 seconds.
 QF0072
 QF0072.The orthometric height was determined by differential leveling
 QF0072.and adjusted by the National Geodetic Survey in June 1991..
 QF0072
 QF0072.The geoid height was determined by GEOID03.
 QF0072
 QF0072.The dynamic height is computed by dividing the NAVD 88
 QF0072.geopotential number by the normal gravity value computed on the
 QF0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0072.degrees latitude (g = 980.6199 gals.).
 QF0072
 QF0072.The modeled gravity was interpolated from observed gravity values.
 QF0072
 QF0072;                    North         East    Units  Estimated Accuracy
 QF0072;SPC ME E     -   149,590.      396,740.      MT  (+/- 180 meters Scaled)
 QF0072
 QF0072                          SUPERSEDED SURVEY CONTROL
 QF0072
 QF0072  NGVD 29 (??/??/92)   60.769  (m)          199.37   (f) ADJ UNCH    1 2
 QF0072
 QF0072.Superseded values are not recommended for survey control.
 QF0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0072.See file dsdata.txt to determine how the superseded data were derived.
 QF0072
 QF0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK361851(NAD 83)
 QF0072_MARKER: DB = BENCH MARK DISK
 QF0072_SETTING: 66 = SET IN ROCK OUTCROP
 QF0072_SP_SET: ROCK OUTCROP
 QF0072_STAMPING: J 115 1953
 QF0072_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0072+STABILITY: POSITION/ELEVATION WELL
 QF0072
 QF0072  HISTORY     - Date     Condition        Report By
 QF0072  HISTORY     - 1953     MONUMENTED       CGS
 QF0072
 QF0072                          STATION DESCRIPTION
 QF0072
 QF0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QF0072'1.8 MI SW FROM CHARLOTTE.
 QF0072'1.75 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM THE CROSSING OF
 QF0072'THE MAINE CENTRAL RAILROAD AT CHARLOTTE, ABOUT 0.1 MILE NORTHEAST
 QF0072'OF INTERSECTION OF STATE HIGHWAY 214 AT BLANCHARD CORNER, ON A
 QF0072'GRADE DECENDING SOUTHWEST, ABOUT 0.95 MILE SOUTHWEST OF BRIDGE
 QF0072'OVER OUTLET OF ROUND LAKE, IN THE TOP OF A GRANITE OUTCROP WITH
 QF0072'EXPOSED SURFACE ABOUT 5 BY 4 1/2 FEET, 20 1/2 FEET SOUTHEAST OF
 QF0072'CENTER LINE OF ROAD, 184 FEET SOUTHWEST OF CENTER OF SOUTHWEST
 QF0072'DRIVEWAY TO A 2-STORY WHITE FRAME HOUSE, 88 FEET NORTHEAST OF
 QF0072'TELEPHONE POLE NO. 3 AND ABOUT IN LINE WITH ROW OF POLES, 18
 QF0072'FEET NORTHWEST OF POWER POLE NO. 3 B/1, AND ABOUT 2 FEET ABOVE
 QF0072'LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0311 ***********************************************************************
 RF0311  DESIGNATION -  J 116
 RF0311  PID         -  RF0311
 RF0311  STATE/COUNTY-  ME/SOMERSET
 RF0311  USGS QUAD   -  BAKER LAKE NW (1989)
 RF0311
 RF0311                         *CURRENT SURVEY CONTROL
 RF0311  ___________________________________________________________________
 RF0311* NAD 83(1986)-  46 22 55.     (N)    069 56 03.     (W)     SCALED    
 RF0311* NAVD 88     -       348.517  (meters)    1143.43   (feet)  ADJUSTED  
 RF0311  ___________________________________________________________________
 RF0311  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 RF0311  DYNAMIC HT  -         348.517 (meters)    1143.43  (feet)  COMP
 RF0311  MODELED GRAV-     980,604.6   (mgal)                       NAVD 88
 RF0311
 RF0311  VERT ORDER  -  SECOND    CLASS 0
 RF0311
 RF0311.The horizontal coordinates were scaled from a topographic map and have
 RF0311.an estimated accuracy of +/- 6 seconds.
 RF0311
 RF0311.The orthometric height was determined by differential leveling
 RF0311.and adjusted by the National Geodetic Survey in June 1991..
 RF0311
 RF0311.The geoid height was determined by GEOID03.
 RF0311
 RF0311.The dynamic height is computed by dividing the NAVD 88
 RF0311.geopotential number by the normal gravity value computed on the
 RF0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0311.degrees latitude (g = 980.6199 gals.).
 RF0311
 RF0311.The modeled gravity was interpolated from observed gravity values.
 RF0311
 RF0311;                    North         East    Units  Estimated Accuracy
 RF0311;SPC ME W     -   394,350.      917,890.      MT  (+/- 180 meters Scaled)
 RF0311
 RF0311                          SUPERSEDED SURVEY CONTROL
 RF0311
 RF0311  NGVD 29 (??/??/92)  348.679  (m)         1143.96   (f) ADJ UNCH    2 0
 RF0311
 RF0311.Superseded values are not recommended for survey control.
 RF0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0311.See file dsdata.txt to determine how the superseded data were derived.
 RF0311
 RF0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM281369(NAD 83)
 RF0311_MARKER: DB = BENCH MARK DISK
 RF0311_SETTING: 80 = SET IN A BOULDER
 RF0311_SP_SET: BOULDER
 RF0311_STAMPING: J 116 1953
 RF0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0311+STABILITY: SURFACE MOTION
 RF0311
 RF0311  HISTORY     - Date     Condition        Report By
 RF0311  HISTORY     - 1953     MONUMENTED       CGS
 RF0311
 RF0311                          STATION DESCRIPTION
 RF0311
 RF0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0311'7.8 MI N FROM BAKER LAKE.
 RF0311'ABOUT 7.8 MILES NORTH ALONG A DIM TRAIL FOLLOWING A TELEPHONE
 RF0311'LINE FROM THE BRIDGE OVER BAKER BRANCH AT BAKER LAKE, ABOUT 0.1
 RF0311'MILE SOUTH OF A POINT WHERE TELEPHONE LINE CROSSES BAKER BRANCH, IN
 RF0311'THE TOP OF CENTER AND HIGH POINT OF 3 BY 1 FOOT RIDGE SHAPED EXPOSED
 RF0311'SURFACE OF AN EMBEDDED BOULDER PROJECTING ABOUT 6 INCHES, NEAR
 RF0311'CENTER OF TRAIL, 15 FEET WEST OF A TRIANGULAR BLAZED 10-INCH
 RF0311'SPRUCE TREE, 22 FEET SOUTH OF A TRIANGULAR BLAZED 6-INCH FIR
 RF0311'TREE.  NOTE-- MARK MAY BE REACHED FROM STE CAMILLE, PROVINCE OF
 RF0311'QUEBEC, BELLECHASE COUNTY, BY GOING ABOUT 13.1 MILES SOUTHEAST
 RF0311'ALONG A ROAD FROM CROSSING OF QUEBEC CENTRAL RAILWAY AND THE
 RF0311'STATION, THENCE ABOUT 3.9 MILES SOUTHEAST ALONG A JEEP TRAIL
 RF0311'FOLLOWING A TELEPHONE LINE, THENCE 0.1 MILE EAST ALONG A DIM
 RF0311'TRAIL FOLLOWING TELEPHONE LINE TO THE CROSSING OF BAKER BRANCH,
 RF0311'THENCE ABOUT 0.1 MILE SOUTH ALONG DIM TRAIL FOLLOWING TELEPHONE
 RF0311'LINE ON EAST SIDE OF BAKER BRANCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0321 ***********************************************************************
 QG0321  DESIGNATION -  J 118
 QG0321  PID         -  QG0321
 QG0321  STATE/COUNTY-  ME/PISCATAQUIS
 QG0321  USGS QUAD   -  SEBOEIS LAKE (1988)
 QG0321
 QG0321                         *CURRENT SURVEY CONTROL
 QG0321  ___________________________________________________________________
 QG0321* NAD 83(1986)-  45 26 34.     (N)    068 57 02.     (W)     SCALED    
 QG0321* NAVD 88     -       157.321  (meters)     516.14   (feet)  ADJUSTED  
 QG0321  ___________________________________________________________________
 QG0321  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 QG0321  DYNAMIC HT  -         157.320 (meters)     516.14  (feet)  COMP
 QG0321  MODELED GRAV-     980,607.4   (mgal)                       NAVD 88
 QG0321
 QG0321  VERT ORDER  -  SECOND    CLASS 0
 QG0321
 QG0321.The horizontal coordinates were scaled from a topographic map and have
 QG0321.an estimated accuracy of +/- 6 seconds.
 QG0321
 QG0321.The orthometric height was determined by differential leveling
 QG0321.and adjusted by the National Geodetic Survey in June 1991..
 QG0321
 QG0321.The geoid height was determined by GEOID03.
 QG0321
 QG0321.The dynamic height is computed by dividing the NAVD 88
 QG0321.geopotential number by the normal gravity value computed on the
 QG0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0321.degrees latitude (g = 980.6199 gals.).
 QG0321
 QG0321.The modeled gravity was interpolated from observed gravity values.
 QG0321
 QG0321;                    North         East    Units  Estimated Accuracy
 QG0321;SPC ME E     -   197,450.      264,750.      MT  (+/- 180 meters Scaled)
 QG0321
 QG0321                          SUPERSEDED SURVEY CONTROL
 QG0321
 QG0321  NGVD 29 (??/??/92)  157.497  (m)          516.72   (f) ADJ UNCH    2 0
 QG0321
 QG0321.Superseded values are not recommended for survey control.
 QG0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0321.See file dsdata.txt to determine how the superseded data were derived.
 QG0321
 QG0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL038321(NAD 83)
 QG0321_MARKER: DB = BENCH MARK DISK
 QG0321_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 QG0321_SP_SET: UNSPECIFIED ROCK
 QG0321_STAMPING: J 118 1953
 QG0321_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG0321
 QG0321  HISTORY     - Date     Condition        Report By
 QG0321  HISTORY     - 1953     MONUMENTED       CGS
 QG0321
 QG0321                          STATION DESCRIPTION
 QG0321
 QG0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0321'0.8 MI N FROM SCHOODIC.
 QG0321'0.85 MILE NORTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM THE
 QG0321'STATION AT SCHOODIC, ABOUT 0.4 MILE NORTH OF MILE POST 83, ABOUT
 QG0321'0.35 MILE NORTH OF A ROAD CROSSING, 15 YARDS SOUTH OF CULVERT
 QG0321'NO. 83-39, IN THE TOP OF 3-FOOT HIGH 20 BY 20-FOOT EXPOSED PART
 QG0321'OF A MASS OF ROCK, 85 YARDS NORTH OF THE NORTH END OF A CUT,
 QG0321'30.2 FEET WEST OF WEST RAIL, 5 1/2 FEET SOUTHWEST OF NORTHEAST
 QG0321'EDGE OF EXPOSED PART OF ROCK, 11 1/2 FEET NORTHEAST OF SOUTHWEST
 QG0321'POINT OF ROCK AND ABOUT 4 1/2 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0021 ***********************************************************************
 QG0021  DESIGNATION -  J 12
 QG0021  PID         -  QG0021
 QG0021  STATE/COUNTY-  ME/AROOSTOOK
 QG0021  USGS QUAD   -  PATTEN (1989)
 QG0021
 QG0021                         *CURRENT SURVEY CONTROL
 QG0021  ___________________________________________________________________
 QG0021* NAD 83(1986)-  45 56 19.     (N)    068 23 05.     (W)     SCALED    
 QG0021* NAVD 88     -       147.579  (meters)     484.18   (feet)  ADJUSTED  
 QG0021  ___________________________________________________________________
 QG0021  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 QG0021  DYNAMIC HT  -         147.584 (meters)     484.20  (feet)  COMP
 QG0021  MODELED GRAV-     980,647.1   (mgal)                       NAVD 88
 QG0021
 QG0021  VERT ORDER  -  FIRST     CLASS II
 QG0021
 QG0021.The horizontal coordinates were scaled from a topographic map and have
 QG0021.an estimated accuracy of +/- 6 seconds.
 QG0021
 QG0021.The orthometric height was determined by differential leveling
 QG0021.and adjusted by the National Geodetic Survey in June 1991..
 QG0021
 QG0021.The geoid height was determined by GEOID03.
 QG0021
 QG0021.The dynamic height is computed by dividing the NAVD 88
 QG0021.geopotential number by the normal gravity value computed on the
 QG0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0021.degrees latitude (g = 980.6199 gals.).
 QG0021
 QG0021.The modeled gravity was interpolated from observed gravity values.
 QG0021
 QG0021;                    North         East    Units  Estimated Accuracy
 QG0021;SPC ME E     -   252,460.      308,940.      MT  (+/- 180 meters Scaled)
 QG0021
 QG0021                          SUPERSEDED SURVEY CONTROL
 QG0021
 QG0021  NGVD 29 (??/??/92)  147.751  (m)          484.75   (f) ADJ UNCH    1 2
 QG0021
 QG0021.Superseded values are not recommended for survey control.
 QG0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0021.See file dsdata.txt to determine how the superseded data were derived.
 QG0021
 QG0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL476874(NAD 83)
 QG0021_MARKER: DB = BENCH MARK DISK
 QG0021_SETTING: 80 = SET IN A BOULDER
 QG0021_SP_SET: BOULDER
 QG0021_STAMPING: 484.746 J 12 1927
 QG0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0021+STABILITY: SURFACE MOTION
 QG0021
 QG0021  HISTORY     - Date     Condition        Report By
 QG0021  HISTORY     - 1927     MONUMENTED       CGS
 QG0021
 QG0021                          STATION DESCRIPTION
 QG0021
 QG0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 QG0021'1.9 MI SW FROM CRYSTAL.
 QG0021'IN AROOSTOOK COUNTY, 1.9 MILE SOUTHWEST ALONG THE BANGOR AND
 QG0021'AROOSTOOK RAILROAD FROM THE STATION AT CRYSTAL, AROOSTOOK COUNTY,
 QG0021'3.4 MILES NORTHEAST OF SHERMAN STATION, PENOBSCOT COUNTY, 2.2
 QG0021'MILES NORTHEAST OF PATTEN JUNCTION, 30-1/2 RAILS NORTHEAST OF
 QG0021'MILEPOST 132, 21-1/2 RAILS SOUTHWEST OF CULVERT 132.31, 22 FEET
 QG0021'SOUTHEAST OF THE SOUTHEAST RAIL, AND IN THE TOP OF A BOULDER ABOUT
 QG0021'2-1/2 FEET IN DIAMETER AND PROJECTING ABOUT 8 INCHES ABOVE THE
 QG0021'GROUND.  A STANDARD DISK, STAMPED 484.746 J 12 1927.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0111 ***********************************************************************
 OC0111  DESIGNATION -  J 121
 OC0111  PID         -  OC0111
 OC0111  STATE/COUNTY-  ME/CUMBERLAND
 OC0111  USGS QUAD   -  PORTLAND WEST (1978)
 OC0111
 OC0111                         *CURRENT SURVEY CONTROL
 OC0111  ___________________________________________________________________
 OC0111* NAD 83(1986)-  43 38 57.     (N)    070 18 31.     (W)     SCALED    
 OC0111* NAVD 88     -        19.164  (meters)      62.87   (feet)  ADJUSTED  
 OC0111  ___________________________________________________________________
 OC0111  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 OC0111  DYNAMIC HT  -          19.162 (meters)      62.87  (feet)  COMP
 OC0111  MODELED GRAV-     980,497.3   (mgal)                       NAVD 88
 OC0111
 OC0111  VERT ORDER  -  FIRST     CLASS II
 OC0111
 OC0111.This mark is at Portland Intl Jetport  (PWM)
 OC0111
 OC0111.The horizontal coordinates were scaled from a topographic map and have
 OC0111.an estimated accuracy of +/- 6 seconds.
 OC0111
 OC0111.The orthometric height was determined by differential leveling
 OC0111.and adjusted by the National Geodetic Survey in June 1991..
 OC0111
 OC0111.The geoid height was determined by GEOID03.
 OC0111
 OC0111.The dynamic height is computed by dividing the NAVD 88
 OC0111.geopotential number by the normal gravity value computed on the
 OC0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0111.degrees latitude (g = 980.6199 gals.).
 OC0111
 OC0111.The modeled gravity was interpolated from observed gravity values.
 OC0111
 OC0111;                    North         East    Units  Estimated Accuracy
 OC0111;SPC ME W     -    90,640.      888,550.      MT  (+/- 180 meters Scaled)
 OC0111
 OC0111                          SUPERSEDED SURVEY CONTROL
 OC0111
 OC0111  NGVD 29 (??/??/92)   19.378  (m)           63.58   (f) ADJ UNCH    1 2
 OC0111
 OC0111.Superseded values are not recommended for survey control.
 OC0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0111.See file dsdata.txt to determine how the superseded data were derived.
 OC0111
 OC0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ944337(NAD 83)
 OC0111_MARKER: DB = BENCH MARK DISK
 OC0111_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC0111_SP_SET: FOUNDATION
 OC0111_STAMPING: J 121 1955
 OC0111_MAGNETIC: N = NO MAGNETIC MATERIAL
 OC0111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC0111
 OC0111  HISTORY     - Date     Condition        Report By
 OC0111  HISTORY     - 1955     MONUMENTED       CGS
 OC0111  HISTORY     - 1968     GOOD             NGS
 OC0111  HISTORY     - 1981     GOOD             USGS
 OC0111  HISTORY     - 19920730 GOOD             USPSQD
 OC0111  HISTORY     - 19951023 GOOD             CHANCE
 OC0111  HISTORY     - 20060906 MARK NOT FOUND   USPSQD
 OC0111
 OC0111                          STATION DESCRIPTION
 OC0111
 OC0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 OC0111'2.8 MI W FROM PORTLAND.
 OC0111'ABOUT 1.75 MILES NORTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM
 OC0111'U.S. HIGHWAY 1 BRIDGE OVER TRACKS AND FORE RIVER AT PORTLAND,
 OC0111'THENCE ABOUT 0.1 MILE SOUTHWEST ALONG FROST STREET, THENCE ABOUT
 OC0111'0.3 MILE SOUTHWEST ALONG STATE HIGHWAY 22, THENCE ABOUT 0.65
 OC0111'MILE SOUTHEAST AND SOUTH ALONG STATE HIGHWAY 9, AT PORTLAND
 OC0111'MUNICIPAL AIRPORT, SET VERTICALLY IN THE EAST FACE OF THE
 OC0111'CONCRETE FOUNDATION OF THE ADMINSTRATION BUILDING, 0.7 FOOT
 OC0111'SOUTH OF NORTHEAST CORNER OF BUILDING, AND 1 1/2 FEET ABOVE
 OC0111'GROUND.
 OC0111
 OC0111                          STATION RECOVERY (1968)
 OC0111
 OC0111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 OC0111'RECOVERED IN GOOD CONDITION.
 OC0111
 OC0111                          STATION RECOVERY (1981)
 OC0111
 OC0111'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 OC0111'RECOVERED IN GOOD CONDITION.
 OC0111
 OC0111                          STATION RECOVERY (1992)
 OC0111
 OC0111'RECOVERY NOTE BY US POWER SQUADRON 1992 (AMW)
 OC0111'RECOVERED IN GOOD CONDITION.
 OC0111
 OC0111                          STATION RECOVERY (1995)
 OC0111
 OC0111'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KB)
 OC0111'RECOVERED AS DESCRIBED.
 OC0111
 OC0111                          STATION RECOVERY (2006)
 OC0111
 OC0111'RECOVERY NOTE BY US POWER SQUADRON 2006 (AMW)
 OC0111'THE BUILDING IS NO LONGER THE ADMINISTRATION BUILDING. IT IS NOW FOR
 OC0111'GENERAL AVIATION. THE MARK WAS NOT FOUND AS THE FOUNDATION HAS BEEN
 OC0111'COVERED WITH SOME STUCKO LIKE SUBSTANCE. IT MAY BE STILL AT THE
 OC0111'LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0535 ***********************************************************************
 OC0535  DESIGNATION -  J 122
 OC0535  PID         -  OC0535
 OC0535  STATE/COUNTY-  ME/CUMBERLAND
 OC0535  USGS QUAD   -  SEBAGO LAKE (1983)
 OC0535
 OC0535                         *CURRENT SURVEY CONTROL
 OC0535  ___________________________________________________________________
 OC0535* NAD 83(1986)-  43 48 00.     (N)    070 35 22.     (W)     SCALED    
 OC0535* NAVD 88     -        94.726  (meters)     310.78   (feet)  ADJUSTED  
 OC0535  ___________________________________________________________________
 OC0535  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 OC0535  DYNAMIC HT  -          94.712 (meters)     310.73  (feet)  COMP
 OC0535  MODELED GRAV-     980,474.1   (mgal)                       NAVD 88
 OC0535
 OC0535  VERT ORDER  -  FIRST     CLASS II
 OC0535
 OC0535.The horizontal coordinates were scaled from a topographic map and have
 OC0535.an estimated accuracy of +/- 6 seconds.
 OC0535
 OC0535.The orthometric height was determined by differential leveling
 OC0535.and adjusted by the National Geodetic Survey in June 1991..
 OC0535
 OC0535.The geoid height was determined by GEOID03.
 OC0535
 OC0535.The dynamic height is computed by dividing the NAVD 88
 OC0535.geopotential number by the normal gravity value computed on the
 OC0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0535.degrees latitude (g = 980.6199 gals.).
 OC0535
 OC0535.The modeled gravity was interpolated from observed gravity values.
 OC0535
 OC0535;                    North         East    Units  Estimated Accuracy
 OC0535;SPC ME W     -   107,480.      865,980.      MT  (+/- 180 meters Scaled)
 OC0535
 OC0535                          SUPERSEDED SURVEY CONTROL
 OC0535
 OC0535  NGVD 29 (??/??/92)   94.913  (m)          311.39   (f) ADJ UNCH    1 2
 OC0535
 OC0535.Superseded values are not recommended for survey control.
 OC0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0535.See file dsdata.txt to determine how the superseded data were derived.
 OC0535
 OC0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ721508(NAD 83)
 OC0535_MARKER: DB = BENCH MARK DISK
 OC0535_SETTING: 80 = SET IN A BOULDER
 OC0535_SP_SET: BOULDER
 OC0535_STAMPING: J 122 1955
 OC0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC0535+STABILITY: SURFACE MOTION
 OC0535_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OC0535+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2005
 OC0535
 OC0535  HISTORY     - Date     Condition        Report By
 OC0535  HISTORY     - 1955     MONUMENTED       CGS
 OC0535  HISTORY     - 1976     GOOD             NGS
 OC0535  HISTORY     - 20050619 GOOD             GEOCAC
 OC0535
 OC0535                          STATION DESCRIPTION
 OC0535
 OC0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 OC0535'4.6 MI NW FROM SEBAGO LAKE.
 OC0535'4.65 MILES NORTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 OC0535'STATION AT SEBAGO LAKE, ABOUT 1.0 MILE WEST OF CROSSING OF
 OC0535'STATE HIGHWAY 114 AT RICHVILLE, ABOUT 0.45 MILE WEST OF MILE
 OC0535'POST P 21, AT THE EAST END OF A SHALLOW CUT, IN THE TOP OF A
 OC0535'4 BY 8-FOOT BURIED BOULDER PROJECTING 2 FEET, 12 FEET SOUTH OF
 OC0535'SOUTH RAIL AND ABOUT 1 FOOT ABOVE LEVEL OF TRACK.  NOTE-- MARK
 OC0535'IS ABOUT 3.2 MILES EAST ALONG MAINE CENTRAL RAILROAD FROM STATION
 OC0535'AT STEEP FALLS, CUMBERLAND COUNTY,
 OC0535
 OC0535                          STATION RECOVERY (1976)
 OC0535
 OC0535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0535'RECOVERED IN GOOD CONDITION.
 OC0535
 OC0535                          STATION RECOVERY (2005)
 OC0535
 OC0535'RECOVERY NOTE BY GEOCACHING 2005 (JKS)
 OC0535'RECOVERED AT THE DESCRIBED LOCATION IN GOOD CONDITION. DISK IS
 OC0535'PROTECTED BY A THICK LAYER OF MOSS. SUBMITTED BY J.K. SNYDER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1449 ***********************************************************************
 PE1449  DESIGNATION -  J 128
 PE1449  PID         -  PE1449
 PE1449  STATE/COUNTY-  ME/KENNEBEC
 PE1449  USGS QUAD   -  FAIRFIELD (1988)
 PE1449
 PE1449                         *CURRENT SURVEY CONTROL
 PE1449  ___________________________________________________________________
 PE1449* NAD 83(1986)-  44 34 07.     (N)    069 37 17.     (W)     SCALED    
 PE1449* NAVD 88     -        50.348  (meters)     165.18   (feet)  ADJUSTED  
 PE1449  ___________________________________________________________________
 PE1449  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 PE1449  DYNAMIC HT  -          50.345 (meters)     165.17  (feet)  COMP
 PE1449  MODELED GRAV-     980,561.2   (mgal)                       NAVD 88
 PE1449  OBS GRAVITY -     980,560.3   (mgal)                       GRAV_OBS
 PE1449
 PE1449  VERT ORDER  -  FIRST     CLASS I
 PE1449
 PE1449.The horizontal coordinates were scaled from a topographic map and have
 PE1449.an estimated accuracy of +/- 6 seconds.
 PE1449
 PE1449.The orthometric height was determined by differential leveling
 PE1449.and adjusted by the National Geodetic Survey in June 1991..
 PE1449
 PE1449.The geoid height was determined by GEOID03.
 PE1449
 PE1449.The dynamic height is computed by dividing the NAVD 88
 PE1449.geopotential number by the normal gravity value computed on the
 PE1449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1449.degrees latitude (g = 980.6199 gals.).
 PE1449
 PE1449.The modeled gravity was interpolated from observed gravity values.
 PE1449.The observed gravity was obtained from relative gravimeter ties
 PE1449.to the IGSN71 gravity network.
 PE1449
 PE1449;                    North         East    Units  Estimated Accuracy
 PE1449;SPC ME W     -   192,940.      943,310.      MT  (+/- 180 meters Scaled)
 PE1449
 PE1449                          SUPERSEDED SURVEY CONTROL
 PE1449
 PE1449  NGVD 29 (??/??/92)   50.548  (m)          165.84   (f) ADJ UNCH    1 1
 PE1449
 PE1449.Superseded values are not recommended for survey control.
 PE1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1449.See file dsdata.txt to determine how the superseded data were derived.
 PE1449
 PE1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK506352(NAD 83)
 PE1449_MARKER: DB = BENCH MARK DISK
 PE1449_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE1449_SP_SET: BUILDING
 PE1449_STAMPING: J 128 1958
 PE1449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE1449
 PE1449  HISTORY     - Date     Condition        Report By
 PE1449  HISTORY     - 1958     MONUMENTED       CGS
 PE1449  HISTORY     - 1966     GOOD             NGS
 PE1449  HISTORY     - 1975     GOOD             NGS
 PE1449  HISTORY     - 1978     GOOD             DOD
 PE1449  HISTORY     - 20060811 MARK NOT FOUND   USPSQD
 PE1449
 PE1449                          STATION DESCRIPTION
 PE1449
 PE1449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE1449'0.6 MI NE FROM WATERVILLE.
 PE1449'ABOUT 0.65 MILES NORTHEAST ALONG U.S. HIGHWAY 201 FROM THE
 PE1449'FREIGHT STATION OF THE MAINE CENTRAL RAILROAD, BETWEEN HAROLD
 PE1449'AND HIGHWOOD STREETS, AT THE MT. ST. JOSEPH OLD AGE HOME, SET
 PE1449'VERTICALLY IN THE SOUTHEAST FACE NEAR THE SOUTH CORNER OF THE
 PE1449'BUILDING, 15.0 FEET NORTHEAST OF THE SOUTH CORNER, 114 FEET
 PE1449'SOUTHWEST OF THE CENTER LINE OF HAROLD STREET, 168 FEET NORTHEAST
 PE1449'OF THE CENTER LINE OF HIGHWOOD STREET, 246 FEET NORTHWEST OF
 PE1449'THE CENTER LINE OF THE HIGHWAY, AND ABOUT 2 FEET ABOVE THE
 PE1449'LEVEL OF THE GROUND.
 PE1449
 PE1449                          STATION RECOVERY (1975)
 PE1449
 PE1449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 PE1449'RECOVERED IN GOOD CONDITION.
 PE1449
 PE1449                          STATION RECOVERY (1978)
 PE1449
 PE1449'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE1449'ABOUT .85 MILES NORTHEAST ALONG U.S. HIGHWAY 201 FROM THE FREIGHT
 PE1449'STATION OF THE MAIN CENTRAL RAILROAD.
 PE1449
 PE1449                          STATION RECOVERY (2006)
 PE1449
 PE1449'RECOVERY NOTE BY US POWER SQUADRON 2006 (AMW)
 PE1449'THE BUILDING HAS SO MANY ADDITIONS, THAT THE SPECIFIC SOUTH CORNER
 PE1449'COULD NOT BE LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0669 ***********************************************************************
 PE0669  DESIGNATION -  J 129
 PE0669  PID         -  PE0669
 PE0669  STATE/COUNTY-  ME/KENNEBEC
 PE0669  USGS QUAD   -  BURNHAM (1982)
 PE0669
 PE0669                         *CURRENT SURVEY CONTROL
 PE0669  ___________________________________________________________________
 PE0669* NAD 83(1986)-  44 38 45.     (N)    069 28 30.     (W)     SCALED    
 PE0669* NAVD 88     -        41.060  (meters)     134.71   (feet)  ADJUSTED  
 PE0669  ___________________________________________________________________
 PE0669  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 PE0669  DYNAMIC HT  -          41.058 (meters)     134.70  (feet)  COMP
 PE0669  MODELED GRAV-     980,564.7   (mgal)                       NAVD 88
 PE0669  OBS GRAVITY -     980,565.6   (mgal)                       GRAV_OBS
 PE0669
 PE0669  VERT ORDER  -  FIRST     CLASS I
 PE0669
 PE0669.The horizontal coordinates were scaled from a topographic map and have
 PE0669.an estimated accuracy of +/- 6 seconds.
 PE0669
 PE0669.The orthometric height was determined by differential leveling
 PE0669.and adjusted by the National Geodetic Survey in June 1991..
 PE0669
 PE0669.The geoid height was determined by GEOID03.
 PE0669
 PE0669.The dynamic height is computed by dividing the NAVD 88
 PE0669.geopotential number by the normal gravity value computed on the
 PE0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0669.degrees latitude (g = 980.6199 gals.).
 PE0669
 PE0669.The modeled gravity was interpolated from observed gravity values.
 PE0669.The observed gravity was obtained from relative gravimeter ties
 PE0669.to the IGSN71 gravity network.
 PE0669
 PE0669;                    North         East    Units  Estimated Accuracy
 PE0669;SPC ME W     -   201,610.      954,870.      MT  (+/- 180 meters Scaled)
 PE0669
 PE0669                          SUPERSEDED SURVEY CONTROL
 PE0669
 PE0669  NGVD 29 (??/??/92)   41.263  (m)          135.38   (f) ADJ UNCH    1 1
 PE0669
 PE0669.Superseded values are not recommended for survey control.
 PE0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0669.See file dsdata.txt to determine how the superseded data were derived.
 PE0669
 PE0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK623437(NAD 83)
 PE0669_MARKER: DB = BENCH MARK DISK
 PE0669_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE0669_SP_SET: CULVERT
 PE0669_STAMPING: J 129 1958
 PE0669_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE0669
 PE0669  HISTORY     - Date     Condition        Report By
 PE0669  HISTORY     - 1958     MONUMENTED       CGS
 PE0669  HISTORY     - 1966     GOOD             NGS
 PE0669  HISTORY     - 1978     GOOD             DOD
 PE0669  HISTORY     - 1986     GOOD             USPSQD
 PE0669
 PE0669                          STATION DESCRIPTION
 PE0669
 PE0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0669'1.7 MI NE FROM CLINTON.
 PE0669'0.2 MILES SOUTH ALONG RAILROAD STREET FROM THE MAINE CENTRAL
 PE0669'RAILROAD STATION AT CLINTON, THENCE 1.5 MILES NORTHEAST ALONG
 PE0669'STATE HIGHWAY 11 AND 100, SET IN THE TOP OF THE EAST END OF THE
 PE0669'SOUTH HEADWALL OF A 4-FOOT BOX CULVERT (CONCRETE), 24.5 FEET
 PE0669'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 11 FEET WEST-SOUTHWEST
 PE0669'OF POWER POLE 102-2-48, ABOUT 5 FEET BELOW THE LEVEL OF THE
 PE0669'HIGHWAY.
 PE0669
 PE0669                          STATION RECOVERY (1966)
 PE0669
 PE0669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 PE0669'RECOVERED IN GOOD CONDITION.
 PE0669
 PE0669                          STATION RECOVERY (1978)
 PE0669
 PE0669'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE0669'RECOVERED IN GOOD CONDITION.
 PE0669
 PE0669                          STATION RECOVERY (1986)
 PE0669
 PE0669'RECOVERY NOTE BY US POWER SQUADRON 1986 (ELG)
 PE0669'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0320 ***********************************************************************
 QG0320  DESIGNATION -  J 13
 QG0320  PID         -  QG0320
 QG0320  STATE/COUNTY-  ME/PISCATAQUIS
 QG0320  USGS QUAD   -  SEBOEIS LAKE (1988)
 QG0320
 QG0320                         *CURRENT SURVEY CONTROL
 QG0320  ___________________________________________________________________
 QG0320* NAD 83(1986)-  45 27 13.     (N)    068 56 20.     (W)     SCALED    
 QG0320* NAVD 88     -       161.935  (meters)     531.28   (feet)  ADJUSTED  
 QG0320  ___________________________________________________________________
 QG0320  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 QG0320  DYNAMIC HT  -         161.934 (meters)     531.28  (feet)  COMP
 QG0320  MODELED GRAV-     980,606.3   (mgal)                       NAVD 88
 QG0320
 QG0320  VERT ORDER  -  FIRST     CLASS II
 QG0320
 QG0320.The horizontal coordinates were scaled from a topographic map and have
 QG0320.an estimated accuracy of +/- 6 seconds.
 QG0320
 QG0320.The orthometric height was determined by differential leveling
 QG0320.and adjusted by the National Geodetic Survey in June 1991..
 QG0320
 QG0320.The geoid height was determined by GEOID03.
 QG0320
 QG0320.The dynamic height is computed by dividing the NAVD 88
 QG0320.geopotential number by the normal gravity value computed on the
 QG0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0320.degrees latitude (g = 980.6199 gals.).
 QG0320
 QG0320.The modeled gravity was interpolated from observed gravity values.
 QG0320
 QG0320;                    North         East    Units  Estimated Accuracy
 QG0320;SPC ME E     -   198,650.      265,670.      MT  (+/- 180 meters Scaled)
 QG0320
 QG0320                          SUPERSEDED SURVEY CONTROL
 QG0320
 QG0320  NGVD 29 (??/??/92)  162.110  (m)          531.86   (f) ADJ UNCH    1 2
 QG0320
 QG0320.Superseded values are not recommended for survey control.
 QG0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0320.See file dsdata.txt to determine how the superseded data were derived.
 QG0320
 QG0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL047333(NAD 83)
 QG0320_MARKER: DB = BENCH MARK DISK
 QG0320_SETTING: 80 = SET IN A BOULDER
 QG0320_SP_SET: BOULDER
 QG0320_STAMPING: J 13 1927 531.856
 QG0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0320+STABILITY: SURFACE MOTION
 QG0320
 QG0320  HISTORY     - Date     Condition        Report By
 QG0320  HISTORY     - 1927     MONUMENTED       CGS
 QG0320  HISTORY     - 1953     GOOD             NGS
 QG0320
 QG0320                          STATION DESCRIPTION
 QG0320
 QG0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 QG0320'1.9 MI SW FROM PACKARDS.
 QG0320'1.9 MILES SOUTHWEST ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 QG0320'THE JUNCTION OF TRACKS AT PACKARDS, ABOUT 1.75 MILES NORTHEAST
 QG0320'OF THE STATION AT SCHOODIC, 24 RAILS (39-FOOT RAILS) NORTHEAST
 QG0320'OF CULVERT NO. 84.17, AT THE NORTHEAST END OF A CUT AND SOUTH
 QG0320'END OF A FILL, ON THE OUTSIDE OF A CURVE WITH TANGENTS EXTNEDING
 QG0320'NORTH AND SOUTHWEST, IN THE TOP OF THE HIGHEST POINT OF A 2-FOOT
 QG0320'HIGH 6 BY 6-FOOT EMBEDDED BOULDER, 21.2 FEET EAST OF EAST RAIL
 QG0320'AND ABOUT 1 FOOT BELOW TOP OF RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0753 ***********************************************************************
 PE0753  DESIGNATION -  J 130
 PE0753  PID         -  PE0753
 PE0753  STATE/COUNTY-  ME/PENOBSCOT
 PE0753  USGS QUAD   -  PLYMOUTH (1982)
 PE0753
 PE0753                         *CURRENT SURVEY CONTROL
 PE0753  ___________________________________________________________________
 PE0753* NAD 83(1986)-  44 47 00.     (N)    069 12 50.     (W)     SCALED    
 PE0753* NAVD 88     -        79.057  (meters)     259.37   (feet)  ADJUSTED  
 PE0753  ___________________________________________________________________
 PE0753  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 PE0753  DYNAMIC HT  -          79.053 (meters)     259.36  (feet)  COMP
 PE0753  MODELED GRAV-     980,566.8   (mgal)                       NAVD 88
 PE0753
 PE0753  VERT ORDER  -  SECOND    CLASS 0
 PE0753
 PE0753.The horizontal coordinates were scaled from a topographic map and have
 PE0753.an estimated accuracy of +/- 6 seconds.
 PE0753
 PE0753.The orthometric height was determined by differential leveling
 PE0753.and adjusted by the National Geodetic Survey in June 1991..
 PE0753
 PE0753.The geoid height was determined by GEOID03.
 PE0753
 PE0753.The dynamic height is computed by dividing the NAVD 88
 PE0753.geopotential number by the normal gravity value computed on the
 PE0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0753.degrees latitude (g = 980.6199 gals.).
 PE0753
 PE0753.The modeled gravity was interpolated from observed gravity values.
 PE0753
 PE0753;                    North         East    Units  Estimated Accuracy
 PE0753;SPC ME E     -   124,320.      243,510.      MT  (+/- 180 meters Scaled)
 PE0753
 PE0753                          SUPERSEDED SURVEY CONTROL
 PE0753
 PE0753  NGVD 29 (??/??/92)   79.275  (m)          260.09   (f) ADJ UNCH    2 0
 PE0753
 PE0753.Superseded values are not recommended for survey control.
 PE0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0753.See file dsdata.txt to determine how the superseded data were derived.
 PE0753
 PE0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK830589(NAD 83)
 PE0753_MARKER: DB = BENCH MARK DISK
 PE0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0753_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0753_STAMPING: J 130 1958
 PE0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0753+STABILITY: SURFACE MOTION
 PE0753
 PE0753  HISTORY     - Date     Condition        Report By
 PE0753  HISTORY     - 1958     MONUMENTED       CGS
 PE0753  HISTORY     - 1980     MARK NOT FOUND   USGS
 PE0753
 PE0753                          STATION DESCRIPTION
 PE0753
 PE0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0753'5.6 MI SE FROM NEWPORT.
 PE0753'2.75 MILES SOUTHEAST ALONG U.S. HIGHWAY 2 AND STATE HIGHWAY 100
 PE0753'FROM THE BRIDGE OVER THE EAST BRANCH OF THE SEBASTICOOK RIVER
 PE0753'AT NEWPORT, THENCE 2.85 MILE SOUTH ALONG STATE HIGHWAY 7, ABOUT
 PE0753'0.1 MILE NORTH OF A FARM HOUSE WEST OF THE HIGHWAY, ABOUT 0.05
 PE0753'MILE SOUTH OF A 50-INCH CORRUGATED PIPE CULVERT, 29 FEET WEST OF
 PE0753'THE CENTER LINE OF THE HIGHWAY, 43 FEET SOUTH OF THE NORTHMOST
 PE0753'30-INCH MAPLE TREE IN A ROW OF TREES WEST OF THE HIGHWAY, 25
 PE0753'FEET NORTH OF A 30-INCH MAPLE TREE (THE SECOND TREE SOUTH OF THE
 PE0753'NORTH END OF THE ROW), 25 FEET NORTH OF A METAL WITNESS MARKER,
 PE0753'ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A
 PE0753'CONCRETE POST FLUSH WITH THE GROUND.  NOTE-- THE MARK MAY BE
 PE0753'REACHED FROM PLYMOUTH, PENOBSCOT COUNTY, BY GOING NORTH FOR 1.1
 PE0753'MILES ALONG STATE HIGHWAY 7 FROM THE PLYMOUTH GRANGE HALL.
 PE0753
 PE0753                          STATION RECOVERY (1980)
 PE0753
 PE0753'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 PE0753'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0634 ***********************************************************************
 PE0634  DESIGNATION -  J 131
 PE0634  PID         -  PE0634
 PE0634  STATE/COUNTY-  ME/PENOBSCOT
 PE0634  USGS QUAD   -  HERMON (1978)
 PE0634
 PE0634                         *CURRENT SURVEY CONTROL
 PE0634  ___________________________________________________________________
 PE0634* NAD 83(1986)-  44 46 07.     (N)    068 57 37.     (W)     SCALED    
 PE0634* NAVD 88     -        57.707  (meters)     189.33   (feet)  ADJUSTED  
 PE0634  ___________________________________________________________________
 PE0634  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 PE0634  DYNAMIC HT  -          57.705 (meters)     189.32  (feet)  COMP
 PE0634  MODELED GRAV-     980,571.8   (mgal)                       NAVD 88
 PE0634
 PE0634  VERT ORDER  -  SECOND    CLASS 0
 PE0634
 PE0634.The horizontal coordinates were scaled from a topographic map and have
 PE0634.an estimated accuracy of +/- 6 seconds.
 PE0634
 PE0634.The orthometric height was determined by differential leveling
 PE0634.and adjusted by the National Geodetic Survey in June 1991..
 PE0634
 PE0634.The geoid height was determined by GEOID03.
 PE0634
 PE0634.The dynamic height is computed by dividing the NAVD 88
 PE0634.geopotential number by the normal gravity value computed on the
 PE0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0634.degrees latitude (g = 980.6199 gals.).
 PE0634
 PE0634.The modeled gravity was interpolated from observed gravity values.
 PE0634
 PE0634;                    North         East    Units  Estimated Accuracy
 PE0634;SPC ME E     -   122,540.      263,570.      MT  (+/- 180 meters Scaled)
 PE0634
 PE0634                          SUPERSEDED SURVEY CONTROL
 PE0634
 PE0634  NGVD 29 (??/??/92)   57.922  (m)          190.03   (f) ADJ UNCH    2 0
 PE0634
 PE0634.Superseded values are not recommended for survey control.
 PE0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0634.See file dsdata.txt to determine how the superseded data were derived.
 PE0634
 PE0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK031572(NAD 83)
 PE0634_MARKER: DB = BENCH MARK DISK
 PE0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0634_STAMPING: J 131 1958
 PE0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0634+STABILITY: SURFACE MOTION
 PE0634
 PE0634  HISTORY     - Date     Condition        Report By
 PE0634  HISTORY     - 1958     MONUMENTED       CGS
 PE0634  HISTORY     - 1975     MARK NOT FOUND   NGS
 PE0634
 PE0634                          STATION DESCRIPTION
 PE0634
 PE0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0634'4.8 MI SE FROM CARMEL.
 PE0634'3.85 MILES SOUTHEAST ALONG BLACKTOP ROAD FROM THE POST OFFICE AT
 PE0634'CARMEL, THENCE 1.0 MILES SOUTHEAST ALONG A GRAVEL ROAD, AT A
 PE0634'CROSS ROAD, 23 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 69 FEET
 PE0634'WEST OF THE CENTER LINE OF THE BLACKTOP ROAD, 71 FEET
 PE0634'WEST-SOUTHWEST OF THE CENTER LINE OF THE ROAD CROSSING, 9 FEET
 PE0634'NORTHWEST OF A 24-INCH MAPLE TREE, 42 FEET WEST-SOUTHWEST OF POWER
 PE0634'POLE 43, 9 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET
 PE0634'BELOW THE LEVEL OF THE GRAVEL ROAD, SET IN THE TOP OF A CONCRETE
 PE0634'POST PROJECTING 1 INCH.
 PE0634
 PE0634                          STATION RECOVERY (1975)
 PE0634
 PE0634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 PE0634'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0525 ***********************************************************************
 PE0525  DESIGNATION -  J 132
 PE0525  PID         -  PE0525
 PE0525  STATE/COUNTY-  ME/PENOBSCOT
 PE0525  USGS QUAD   -  BANGOR (1991)
 PE0525
 PE0525                         *CURRENT SURVEY CONTROL
 PE0525  ___________________________________________________________________
 PE0525* NAD 83(1986)-  44 48 26.     (N)    068 47 24.     (W)     SCALED    
 PE0525* NAVD 88     -        47.865  (meters)     157.04   (feet)  ADJUSTED  
 PE0525  ___________________________________________________________________
 PE0525  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 PE0525  DYNAMIC HT  -          47.863 (meters)     157.03  (feet)  COMP
 PE0525  MODELED GRAV-     980,582.9   (mgal)                       NAVD 88
 PE0525
 PE0525  VERT ORDER  -  FIRST     CLASS II
 PE0525
 PE0525.The horizontal coordinates were scaled from a topographic map and have
 PE0525.an estimated accuracy of +/- 6 seconds.
 PE0525
 PE0525.The orthometric height was determined by differential leveling
 PE0525.and adjusted by the National Geodetic Survey in June 1991..
 PE0525
 PE0525.The geoid height was determined by GEOID03.
 PE0525
 PE0525.The dynamic height is computed by dividing the NAVD 88
 PE0525.geopotential number by the normal gravity value computed on the
 PE0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0525.degrees latitude (g = 980.6199 gals.).
 PE0525
 PE0525.The modeled gravity was interpolated from observed gravity values.
 PE0525
 PE0525;                    North         East    Units  Estimated Accuracy
 PE0525;SPC ME E     -   126,760.      277,060.      MT  (+/- 180 meters Scaled)
 PE0525
 PE0525                          SUPERSEDED SURVEY CONTROL
 PE0525
 PE0525  NGVD 29 (??/??/92)   48.071  (m)          157.71   (f) ADJ UNCH    1 2
 PE0525
 PE0525.Superseded values are not recommended for survey control.
 PE0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0525.See file dsdata.txt to determine how the superseded data were derived.
 PE0525
 PE0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK166615(NAD 83)
 PE0525_MARKER: DB = BENCH MARK DISK
 PE0525_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE0525_SP_SET: BUILDING
 PE0525_STAMPING: J 132 1958
 PE0525_MARK LOGO: CGS   
 PE0525_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE0525_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0525_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PE0525+SATELLITE: SATELLITE OBSERVATIONS - March 03, 1995
 PE0525
 PE0525  HISTORY     - Date     Condition        Report By
 PE0525  HISTORY     - 1958     MONUMENTED       CGS
 PE0525  HISTORY     - 1966     GOOD             NGS
 PE0525  HISTORY     - 1978     GOOD             NGS
 PE0525  HISTORY     - 1980     GOOD             USGS
 PE0525  HISTORY     - 1984     GOOD             USPSQD
 PE0525  HISTORY     - 1988     GOOD             USPSQD
 PE0525  HISTORY     - 1990     GOOD             USPSQD
 PE0525  HISTORY     - 19950303 GOOD             NGS
 PE0525  HISTORY     - 20021114 MARK NOT FOUND   INDIV
 PE0525
 PE0525                          STATION DESCRIPTION
 PE0525
 PE0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0525'AT BANGOR.
 PE0525'AT BANGOR, AT THE INTERSECTION OF UNION AND 14TH STREETS IN THE
 PE0525'NORTHWEST PART OF BANGOR, SET VERTICALLY IN THE SOUTHEAST FACE
 PE0525'OF GRANTS DIARY COMPANY BUILDING, IN THE WEST 1/4 OF THE
 PE0525'INTERSECTION, 1 FOOT SOUTHWEST OF THE EAST CORNER OF THE BUILDING,
 PE0525'71 FEET SOUTHWEST OF THE CENTER LINE OF UNION STREET, 40 FEET
 PE0525'NORTHWEST OF THE CENTER LINE OF 14TH STREET, ABOUT 2 1/2 FEET
 PE0525'ABOVE THE LEVEL OF THE GROUND.
 PE0525
 PE0525                          STATION RECOVERY (1966)
 PE0525
 PE0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 PE0525'RECOVERED IN GOOD CONDITION.
 PE0525
 PE0525                          STATION RECOVERY (1978)
 PE0525
 PE0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PE0525'RECOVERED IN GOOD CONDITION.
 PE0525
 PE0525                          STATION RECOVERY (1980)
 PE0525
 PE0525'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 PE0525'RECOVERED IN GOOD CONDITION.
 PE0525
 PE0525                          STATION RECOVERY (1984)
 PE0525
 PE0525'RECOVERY NOTE BY US POWER SQUADRON 1984
 PE0525'RECOVERED IN GOOD CONDITION.
 PE0525
 PE0525                          STATION RECOVERY (1988)
 PE0525
 PE0525'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE0525'RECOVERED IN GOOD CONDITION.
 PE0525
 PE0525                          STATION RECOVERY (1990)
 PE0525
 PE0525'RECOVERY NOTE BY US POWER SQUADRON 1990 (ELG)
 PE0525'RECOVERED IN GOOD CONDITION.
 PE0525
 PE0525                          STATION RECOVERY (1995)
 PE0525
 PE0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PE0525'IN BANGOR, AT THE INTERSECTION OF STATE HIGHWAY 222 (UNION STREET) AND
 PE0525'14TH STREET, SET VERTICALLY IN THE SOUTHEAST FACE OF GRANTS DAIRY
 PE0525'COMPANY, 21.6 M (70.9 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 12.2 M
 PE0525'(40.0 FT) NORTHWEST OF THE STREET CENTERLINE, 1.0 M (3.3 FT) ABOVE THE
 PE0525'LEVEL OF THE STREET, AND 0.3 M (1.0 FT) SOUTHWEST OF THE EAST CORNER
 PE0525'OF THE BUILDING.
 PE0525
 PE0525                          STATION RECOVERY (2002)
 PE0525
 PE0525'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RLH)
 PE0525'MARK WAS AFFIXED TO WALL OF GRANT'S DAIRY BUILDING, WHICH WAS
 PE0525'DEMOLISHED TO MAKE WAY FOR NEW DRUG/CONVENIENCE STORE CIRCA 1999.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0581 ***********************************************************************
 PE0581  DESIGNATION -  J 133
 PE0581  PID         -  PE0581
 PE0581  STATE/COUNTY-  ME/PENOBSCOT
 PE0581  USGS QUAD   -  OLD TOWN (1988)
 PE0581
 PE0581                         *CURRENT SURVEY CONTROL
 PE0581  ___________________________________________________________________
 PE0581* NAD 83(1986)-  44 59 56.     (N)    068 39 02.     (W)     SCALED    
 PE0581* NAVD 88     -        36.091  (meters)     118.41   (feet)  ADJUSTED  
 PE0581  ___________________________________________________________________
 PE0581  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 PE0581  DYNAMIC HT  -          36.090 (meters)     118.41  (feet)  COMP
 PE0581  MODELED GRAV-     980,600.3   (mgal)                       NAVD 88
 PE0581
 PE0581  VERT ORDER  -  SECOND    CLASS 0
 PE0581
 PE0581.The horizontal coordinates were scaled from a topographic map and have
 PE0581.an estimated accuracy of +/- 6 seconds.
 PE0581
 PE0581.The orthometric height was determined by differential leveling
 PE0581.and adjusted by the National Geodetic Survey in June 1991..
 PE0581
 PE0581.The geoid height was determined by GEOID03.
 PE0581
 PE0581.The dynamic height is computed by dividing the NAVD 88
 PE0581.geopotential number by the normal gravity value computed on the
 PE0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0581.degrees latitude (g = 980.6199 gals.).
 PE0581
 PE0581.The modeled gravity was interpolated from observed gravity values.
 PE0581
 PE0581;                    North         East    Units  Estimated Accuracy
 PE0581;SPC ME E     -   148,030.      288,130.      MT  (+/- 180 meters Scaled)
 PE0581
 PE0581                          SUPERSEDED SURVEY CONTROL
 PE0581
 PE0581  NGVD 29 (??/??/92)   36.298  (m)          119.09   (f) ADJ UNCH    2 0
 PE0581
 PE0581.Superseded values are not recommended for survey control.
 PE0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0581.See file dsdata.txt to determine how the superseded data were derived.
 PE0581
 PE0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK275828(NAD 83)
 PE0581_MARKER: DB = BENCH MARK DISK
 PE0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0581_STAMPING: J 133 1958
 PE0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0581+STABILITY: SURFACE MOTION
 PE0581
 PE0581  HISTORY     - Date     Condition        Report By
 PE0581  HISTORY     - 1958     MONUMENTED       CGS
 PE0581
 PE0581                          STATION DESCRIPTION
 PE0581
 PE0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0581'7.8 MI N FROM OLD TOWN.
 PE0581'2.95 MILES NORTHWEST ALONG STATE HIGHWAY 43 FROM ITS JUNCTION
 PE0581'WITH U.S. HIGHWAY 2 AT OLD TOWN, THENCE 2.25 MILES NORTH ALONG
 PE0581'STATE HIGHWAY 16, THENCE 2.55 MILES EAST ALONG STATE HIGHWAY 116,
 PE0581'ABOUT 0.15 MILES SOUTH OF THE SOUTH END OF A CURVE WITH TANGENTS
 PE0581'TO THE NORTH AND WEST, 25 FEET EAST OF THE CENTER LINE OF THE
 PE0581'HIGHWAY, 104 FEET SOUTHEAST AND ACROSS THE HIGHWAY FROM POWER
 PE0581'POLE 242-200, ABOUT 4 FEET NORTH OF A METAL WITNESS POST, ABOUT
 PE0581'1 FOOT BELOW THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A
 PE0581'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0003 ***********************************************************************
 RE0003  DESIGNATION -  J 134
 RE0003  PID         -  RE0003
 RE0003  STATE/COUNTY-  ME/AROOSTOOK
 RE0003  USGS QUAD   -  HOULTON NORTH (1984)
 RE0003
 RE0003                         *CURRENT SURVEY CONTROL
 RE0003  ___________________________________________________________________
 RE0003* NAD 83(1986)-  46 07 39.     (N)    067 48 26.     (W)     SCALED    
 RE0003* NAVD 88     -       157.148  (meters)     515.58   (feet)  ADJUSTED  
 RE0003  ___________________________________________________________________
 RE0003  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 RE0003  DYNAMIC HT  -         157.157 (meters)     515.61  (feet)  COMP
 RE0003  MODELED GRAV-     980,670.2   (mgal)                       NAVD 88
 RE0003
 RE0003  VERT ORDER  -  SECOND    CLASS 0
 RE0003
 RE0003.The horizontal coordinates were scaled from a topographic map and have
 RE0003.an estimated accuracy of +/- 6 seconds.
 RE0003
 RE0003.The orthometric height was determined by differential leveling
 RE0003.and adjusted by the National Geodetic Survey in June 1991..
 RE0003
 RE0003.The geoid height was determined by GEOID03.
 RE0003
 RE0003.The dynamic height is computed by dividing the NAVD 88
 RE0003.geopotential number by the normal gravity value computed on the
 RE0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0003.degrees latitude (g = 980.6199 gals.).
 RE0003
 RE0003.The modeled gravity was interpolated from observed gravity values.
 RE0003
 RE0003;                    North         East    Units  Estimated Accuracy
 RE0003;SPC ME E     -   273,680.      353,540.      MT  (+/- 180 meters Scaled)
 RE0003
 RE0003                          SUPERSEDED SURVEY CONTROL
 RE0003
 RE0003  NGVD 29 (??/??/92)  157.337  (m)          516.20   (f) ADJ UNCH    2 0
 RE0003
 RE0003.Superseded values are not recommended for survey control.
 RE0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0003.See file dsdata.txt to determine how the superseded data were derived.
 RE0003
 RE0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM921089(NAD 83)
 RE0003_MARKER: DB = BENCH MARK DISK
 RE0003_SETTING: 66 = SET IN ROCK OUTCROP
 RE0003_SP_SET: BEDROCK OUTCROP
 RE0003_STAMPING: J 134 1958
 RE0003_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RE0003+STABILITY: POSITION/ELEVATION WELL
 RE0003
 RE0003  HISTORY     - Date     Condition        Report By
 RE0003  HISTORY     - 1958     MONUMENTED       CGS
 RE0003
 RE0003                          STATION DESCRIPTION
 RE0003
 RE0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 RE0003'1.7 MI E FROM HOULTON.
 RE0003'ABOUT 1.7 MILES EAST ALONG U.S. HIGHWAY 2 FROM THE POST OFFICE
 RE0003'AT HOULTON, SET IN THE TOP OF OUTCROPPING BEDROCK IN A ROCKY
 RE0003'PART OF CUT NORTHWEST OF THE HIGHWAY.  42 FEET NORTHWEST OF
 RE0003'THE CENTER LINE OF THE HIGHWAY, 143 FEET NORTHWEST AND ACROSS
 RE0003'THE HIGHWAY FROM A LONE 30-INCH ELM TREE, 246 FEET WEST AND
 RE0003'ACROSS THE HIGHWAY FROM THE WEST CORNER OF A DANCE HALL AND ROLLER
 RE0003'RINK, ABOUT 7 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0507 ***********************************************************************
 QG0507  DESIGNATION -  J 136
 QG0507  PID         -  QG0507
 QG0507  STATE/COUNTY-  ME/PENOBSCOT
 QG0507  USGS QUAD   -  NINE MEADOW RIDGE (1988)
 QG0507
 QG0507                         *CURRENT SURVEY CONTROL
 QG0507  ___________________________________________________________________
 QG0507* NAD 83(1986)-  45 23 48.     (N)    068 35 51.     (W)     SCALED    
 QG0507* NAVD 88     -        78.957  (meters)     259.04   (feet)  ADJUSTED  
 QG0507  ___________________________________________________________________
 QG0507  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 QG0507  DYNAMIC HT  -          78.957 (meters)     259.04  (feet)  COMP
 QG0507  MODELED GRAV-     980,623.6   (mgal)                       NAVD 88
 QG0507
 QG0507  VERT ORDER  -  SECOND    CLASS 0
 QG0507
 QG0507.The horizontal coordinates were scaled from a topographic map and have
 QG0507.an estimated accuracy of +/- 6 seconds.
 QG0507
 QG0507.The orthometric height was determined by differential leveling
 QG0507.and adjusted by the National Geodetic Survey in June 1991..
 QG0507
 QG0507.The geoid height was determined by GEOID03.
 QG0507
 QG0507.The dynamic height is computed by dividing the NAVD 88
 QG0507.geopotential number by the normal gravity value computed on the
 QG0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0507.degrees latitude (g = 980.6199 gals.).
 QG0507
 QG0507.The modeled gravity was interpolated from observed gravity values.
 QG0507
 QG0507;                    North         East    Units  Estimated Accuracy
 QG0507;SPC ME E     -   192,230.      292,370.      MT  (+/- 180 meters Scaled)
 QG0507
 QG0507                          SUPERSEDED SURVEY CONTROL
 QG0507
 QG0507  NGVD 29 (??/??/92)   79.135  (m)          259.63   (f) ADJ UNCH    2 0
 QG0507
 QG0507.Superseded values are not recommended for survey control.
 QG0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0507.See file dsdata.txt to determine how the superseded data were derived.
 QG0507
 QG0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL315270(NAD 83)
 QG0507_MARKER: DB = BENCH MARK DISK
 QG0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0507_STAMPING: J 136 1959
 QG0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0507+STABILITY: SURFACE MOTION
 QG0507
 QG0507  HISTORY     - Date     Condition        Report By
 QG0507  HISTORY     - 1959     MONUMENTED       CGS
 QG0507
 QG0507                          STATION DESCRIPTION
 QG0507
 QG0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QG0507'14.8 MI NE FROM HOWLAND.
 QG0507'11.1 MILES NORTHEAST ALONG STATE HIGHWAY 116 FROM THE NORTH END
 QG0507'OF THE LARGE STATE HIGHWAY 116 BRIDGE OVER THE PISCATAQUIS RIVER
 QG0507'AT HOWLAND, THENCE 3.7 MILES NORTHWEST ALONG A GRAVELED ROAD, NEAR
 QG0507'THE CROSSING OF THE CANADIAN PACIFIC RAILWAY, 40.8 FEET SOUTH OF
 QG0507'THE SOUTH RAIL, 33 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD,
 QG0507'48 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF JUNCTION OF ROAD
 QG0507'AND TRACK, 58 1/2 FEET EAST AND ACROSS THE ROAD FROM TELEPHONE
 QG0507'POLE NO. 3326, 2 FEET WEST OF A METAL WITNESS POST, 5 FEET ABOVE
 QG0507'THE LEVEL OF THE TRACK, ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD,
 QG0507'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE THE
 QG0507'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0309 ***********************************************************************
 QG0309  DESIGNATION -  J 137
 QG0309  PID         -  QG0309
 QG0309  STATE/COUNTY-  ME/PENOBSCOT
 QG0309  USGS QUAD   -  NINE MEADOW RIDGE (1988)
 QG0309
 QG0309                         *CURRENT SURVEY CONTROL
 QG0309  ___________________________________________________________________
 QG0309* NAD 83(1986)-  45 27 50.     (N)    068 32 53.     (W)     SCALED    
 QG0309* NAVD 88     -        93.290  (meters)     306.07   (feet)  ADJUSTED  
 QG0309  ___________________________________________________________________
 QG0309  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 QG0309  DYNAMIC HT  -          93.290 (meters)     306.07  (feet)  COMP
 QG0309  MODELED GRAV-     980,616.9   (mgal)                       NAVD 88
 QG0309
 QG0309  VERT ORDER  -  SECOND    CLASS 0
 QG0309
 QG0309.The horizontal coordinates were scaled from a topographic map and have
 QG0309.an estimated accuracy of +/- 6 seconds.
 QG0309
 QG0309.The orthometric height was determined by differential leveling
 QG0309.and adjusted by the National Geodetic Survey in June 1991..
 QG0309
 QG0309.The geoid height was determined by GEOID03.
 QG0309
 QG0309.The dynamic height is computed by dividing the NAVD 88
 QG0309.geopotential number by the normal gravity value computed on the
 QG0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0309.degrees latitude (g = 980.6199 gals.).
 QG0309
 QG0309.The modeled gravity was interpolated from observed gravity values.
 QG0309
 QG0309;                    North         East    Units  Estimated Accuracy
 QG0309;SPC ME E     -   199,690.      296,240.      MT  (+/- 180 meters Scaled)
 QG0309
 QG0309                          SUPERSEDED SURVEY CONTROL
 QG0309
 QG0309  NGVD 29 (??/??/92)   93.473  (m)          306.67   (f) ADJ UNCH    2 0
 QG0309
 QG0309.Superseded values are not recommended for survey control.
 QG0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0309.See file dsdata.txt to determine how the superseded data were derived.
 QG0309
 QG0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL353345(NAD 83)
 QG0309_MARKER: DB = BENCH MARK DISK
 QG0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0309_STAMPING: J 137 1959
 QG0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0309+STABILITY: SURFACE MOTION
 QG0309
 QG0309  HISTORY     - Date     Condition        Report By
 QG0309  HISTORY     - 1959     MONUMENTED       CGS
 QG0309  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QG0309
 QG0309                          STATION DESCRIPTION
 QG0309
 QG0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QG0309'14.8 MI NW FROM LINCOLN.
 QG0309'5.7 MILES NORTH ALONG U.S. HIGHWAY 2 FROM THE POST OFFICE AT
 QG0309'LINCOLN, THENCE 0.45 MILE WEST ALONG AN ASPHALT ROAD, THENCE
 QG0309'2.95 MILES SOUTH ALONG AN ASPHALT ROAD AND STATE HIGHWAY 116,
 QG0309'THENCE 5.65 MILES NORTHWESTERLY ALONG THE MAIN TRAVELED ROAD,
 QG0309'ON THE TOP OF A RIDGE, AT THE T JUNCTION OF A DIM WOODS ROAD
 QG0309'LEADING EAST, 21 1/2 FEET EAST OF THE CENTER LINE OF THE MAIN
 QG0309'ROAD, 11 FEET SOUTH OF THE WOODS ROAD, 7 FEET NORTHWEST OF A
 QG0309'10-INCH PINE TREE WITH A PAINTED SLASH, 2 FEET WEST OF A METAL
 QG0309'WITNESS POST, 2 FEET ABOVE THE LEVEL OF THE MAIN ROAD, SET IN
 QG0309'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE GROUND.
 QG0309
 QG0309                          STATION RECOVERY (1985)
 QG0309
 QG0309'RECOVERY NOTE BY US POWER SQUADRON 1985 (LR)
 QG0309'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0124 ***********************************************************************
 QG0124  DESIGNATION -  J 138
 QG0124  PID         -  QG0124
 QG0124  STATE/COUNTY-  ME/PENOBSCOT
 QG0124  USGS QUAD   -  BENEDICTA (1989)
 QG0124
 QG0124                         *CURRENT SURVEY CONTROL
 QG0124  ___________________________________________________________________
 QG0124* NAD 83(1986)-  45 45 45.     (N)    068 26 20.     (W)     SCALED    
 QG0124* NAVD 88     -       208.822  (meters)     685.11   (feet)  ADJUSTED  
 QG0124  ___________________________________________________________________
 QG0124  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 QG0124  DYNAMIC HT  -         208.828 (meters)     685.13  (feet)  COMP
 QG0124  MODELED GRAV-     980,637.1   (mgal)                       NAVD 88
 QG0124
 QG0124  VERT ORDER  -  SECOND    CLASS 0
 QG0124
 QG0124.The horizontal coordinates were scaled from a topographic map and have
 QG0124.an estimated accuracy of +/- 6 seconds.
 QG0124
 QG0124.The orthometric height was determined by differential leveling
 QG0124.and adjusted by the National Geodetic Survey in June 1991..
 QG0124
 QG0124.The geoid height was determined by GEOID03.
 QG0124
 QG0124.The dynamic height is computed by dividing the NAVD 88
 QG0124.geopotential number by the normal gravity value computed on the
 QG0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0124.degrees latitude (g = 980.6199 gals.).
 QG0124
 QG0124.The modeled gravity was interpolated from observed gravity values.
 QG0124
 QG0124;                    North         East    Units  Estimated Accuracy
 QG0124;SPC ME E     -   232,880.      304,750.      MT  (+/- 180 meters Scaled)
 QG0124
 QG0124                          SUPERSEDED SURVEY CONTROL
 QG0124
 QG0124  NGVD 29 (??/??/92)  209.006  (m)          685.71   (f) ADJ UNCH    2 0
 QG0124
 QG0124.Superseded values are not recommended for survey control.
 QG0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0124.See file dsdata.txt to determine how the superseded data were derived.
 QG0124
 QG0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL436678(NAD 83)
 QG0124_MARKER: DB = BENCH MARK DISK
 QG0124_SETTING: 66 = SET IN ROCK OUTCROP
 QG0124_SP_SET: ROCK LEDGE
 QG0124_STAMPING: J 138 1959
 QG0124_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0124+STABILITY: POSITION/ELEVATION WELL
 QG0124
 QG0124  HISTORY     - Date     Condition        Report By
 QG0124  HISTORY     - 1959     MONUMENTED       CGS
 QG0124
 QG0124                          STATION DESCRIPTION
 QG0124
 QG0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QG0124'4 MI SW FROM BENEDICTA.
 QG0124'1.6 MILES SOUTH ALONG AN ASPHALT ROAD FROM THE POST OFFICE
 QG0124'AT BENEDICTA, THENCE 1.2 MILES WEST ALONG A GRAVEL ROAD, THENCE
 QG0124'1.2 MILES SOUTH ALONG A GRAVEL ROAD AND A FARM ROAD, 0.1 MILE
 QG0124'SOUTH OF THE SOUTHEAST CORNER OF A CLEARING, ABOUT 0.3 MILE
 QG0124'SOUTH OF THE REMAINS OF A FARM HOUSE, ON THE TOP OF A LONG
 QG0124'NARROW LEDGE ROCK, 16 1/2 FEET EAST OF THE CENTER LINE OF THE
 QG0124'ROAD, 21 1/2 FEET NORTH OF A 10-INCH POPLAR TREE WITH A METAL
 QG0124'WITNESS POST, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0148 ***********************************************************************
 RF0148  DESIGNATION -  J 139
 RF0148  PID         -  RF0148
 RF0148  STATE/COUNTY-  ME/AROOSTOOK
 RF0148  USGS QUAD   -  ISLAND FALLS (1986)
 RF0148
 RF0148                         *CURRENT SURVEY CONTROL
 RF0148  ___________________________________________________________________
 RF0148* NAD 83(1986)-  46 00 22.     (N)    068 18 17.     (W)     SCALED    
 RF0148* NAVD 88     -       152.278  (meters)     499.60   (feet)  ADJUSTED  
 RF0148  ___________________________________________________________________
 RF0148  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 RF0148  DYNAMIC HT  -         152.284 (meters)     499.62  (feet)  COMP
 RF0148  MODELED GRAV-     980,653.3   (mgal)                       NAVD 88
 RF0148
 RF0148  VERT ORDER  -  SECOND    CLASS 0
 RF0148
 RF0148.The horizontal coordinates were scaled from a topographic map and have
 RF0148.an estimated accuracy of +/- 6 seconds.
 RF0148
 RF0148.The orthometric height was determined by differential leveling
 RF0148.and adjusted by the National Geodetic Survey in June 1991..
 RF0148
 RF0148.The geoid height was determined by GEOID03.
 RF0148
 RF0148.The dynamic height is computed by dividing the NAVD 88
 RF0148.geopotential number by the normal gravity value computed on the
 RF0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0148.degrees latitude (g = 980.6199 gals.).
 RF0148
 RF0148.The modeled gravity was interpolated from observed gravity values.
 RF0148
 RF0148;                    North         East    Units  Estimated Accuracy
 RF0148;SPC ME E     -   259,970.      315,120.      MT  (+/- 180 meters Scaled)
 RF0148
 RF0148                          SUPERSEDED SURVEY CONTROL
 RF0148
 RF0148  NGVD 29 (??/??/92)  152.449  (m)          500.16   (f) ADJ UNCH    2 0
 RF0148
 RF0148.Superseded values are not recommended for survey control.
 RF0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0148.See file dsdata.txt to determine how the superseded data were derived.
 RF0148
 RF0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL538949(NAD 83)
 RF0148_MARKER: DB = BENCH MARK DISK
 RF0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RF0148_STAMPING: J 139 1959
 RF0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0148+STABILITY: SURFACE MOTION
 RF0148
 RF0148  HISTORY     - Date     Condition        Report By
 RF0148  HISTORY     - 1959     MONUMENTED       CGS
 RF0148
 RF0148                          STATION DESCRIPTION
 RF0148
 RF0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RF0148'2 MI W FROM ISLAND FALLS.
 RF0148'1.95 MILES WEST ALONG STATE HIGHWAY 159 FROM THE JUNCTION OF
 RF0148'U.S. HIGHWAY 2 AND STATE HIGHWAY 159 AT ISLAND FALLS, 0.15 MILES
 RF0148'SOUTH ALONG STATE HIGHWAY 159 FROM THE RAILROAD CROSSING AT
 RF0148'BELVEDERE SIDING, AT THE APPROXIMATE CENTER OF A SMALL TRIANGLE
 RF0148'FORMED BY THE JUNCTION OF STATE HIGHWAY 159 AND AN ASPHALT ROAD
 RF0148'LEADING SOUTH, 24 FEET NORTH OF CENTER LINE OF ASPHALT ROAD
 RF0148'LEADING SOUTH, 70.4 FEET NORTHWEST OF NORTHWEST CORNER OF THE
 RF0148'BELVEDERE CHURCH, 33.3 FEET SOUTH OF CENTERLINE OF STATE HIGHWAY
 RF0148'159, 12 FEET EAST OF A TELEPHONE POLE, 12.2 FEET NORTHEAST OF
 RF0148'NORTH END OF A PIPE CULVERT UNDER ASPHALT ROAD, 4 FEET EAST OF A
 RF0148'WHITE METAL WITNESS POST, 3 FEET ABOVE THE LEVEL OF STATE
 RF0148'HIGHWAY 159, ABOUT LEVEL WITH ASPHALT ROAD LEADING SOUTH, SET
 RF0148'IN TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0734 ***********************************************************************
 PE0734  DESIGNATION -  J 14
 PE0734  PID         -  PE0734
 PE0734  STATE/COUNTY-  ME/PENOBSCOT
 PE0734  USGS QUAD   -  PLYMOUTH (1982)
 PE0734
 PE0734                         *CURRENT SURVEY CONTROL
 PE0734  ___________________________________________________________________
 PE0734* NAD 83(1986)-  44 49 32.     (N)    069 13 59.     (W)     SCALED    
 PE0734* NAVD 88     -        71.365  (meters)     234.14   (feet)  ADJUSTED  
 PE0734  ___________________________________________________________________
 PE0734  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 PE0734  DYNAMIC HT  -          71.362 (meters)     234.13  (feet)  COMP
 PE0734  MODELED GRAV-     980,572.0   (mgal)                       NAVD 88
 PE0734  OBS GRAVITY -     980,573.5   (mgal)                       GRAV_OBS
 PE0734
 PE0734  VERT ORDER  -  FIRST     CLASS I
 PE0734
 PE0734.The horizontal coordinates were scaled from a topographic map and have
 PE0734.an estimated accuracy of +/- 6 seconds.
 PE0734
 PE0734.The orthometric height was determined by differential leveling
 PE0734.and adjusted by the National Geodetic Survey in June 1991..
 PE0734
 PE0734.The geoid height was determined by GEOID03.
 PE0734
 PE0734.The dynamic height is computed by dividing the NAVD 88
 PE0734.geopotential number by the normal gravity value computed on the
 PE0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0734.degrees latitude (g = 980.6199 gals.).
 PE0734
 PE0734.The modeled gravity was interpolated from observed gravity values.
 PE0734.The observed gravity was obtained from relative gravimeter ties
 PE0734.to the IGSN71 gravity network.
 PE0734
 PE0734;                    North         East    Units  Estimated Accuracy
 PE0734;SPC ME E     -   129,020.      242,030.      MT  (+/- 180 meters Scaled)
 PE0734
 PE0734                          SUPERSEDED SURVEY CONTROL
 PE0734
 PE0734  NGVD 29 (??/??/92)   71.587  (m)          234.87   (f) ADJ UNCH    1 1
 PE0734
 PE0734.Superseded values are not recommended for survey control.
 PE0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0734.See file dsdata.txt to determine how the superseded data were derived.
 PE0734
 PE0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK815635(NAD 83)
 PE0734_MARKER: DB = BENCH MARK DISK
 PE0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0734_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0734_STAMPING: J 14 1927 234.865
 PE0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0734+STABILITY: SURFACE MOTION
 PE0734
 PE0734  HISTORY     - Date     Condition        Report By
 PE0734  HISTORY     - 1927     MONUMENTED       CGS
 PE0734  HISTORY     - 1966     GOOD             NGS
 PE0734  HISTORY     - 1980     GOOD             USGS
 PE0734  HISTORY     - 1989     GOOD             USPSQD
 PE0734
 PE0734                          STATION DESCRIPTION
 PE0734
 PE0734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0734'2 MI SE FROM NEWPORT.
 PE0734'2.0 MILES SOUTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE0734'STATION AT NEWPORT, ALSO 2.0 MILES SOUTHEAST ALONG U.S. HIGHWAY
 PE0734'2 FROM THE CROSSING OF THE MAINE CENTRAL RAILROAD AT NEWPORT,
 PE0734'THENCE ABOUT 0.1 MILE EAST ALONG A BLACK TOPPED ROAD, THENCE
 PE0734'ABOUT 100 YARDS NORTH ALONG A GRAVELED ROAD, ABOUT 0.6 MILE
 PE0734'EAST OF MILEPOST V140/P111, 76.0 FEET NORTHWEST OF THE CENTER
 PE0734'OF THE CROSSING, 43.8 FEET NORTH OF THE NORTH RAIL, 37.0 FEET
 PE0734'WEST OF THE CENTER LINE OF THE ROAD, ABOUT LEVEL WITH THE TRACK,
 PE0734'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT.
 PE0734
 PE0734                          STATION RECOVERY (1980)
 PE0734
 PE0734'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 PE0734'RECOVERED IN GOOD CONDITION.
 PE0734
 PE0734                          STATION RECOVERY (1989)
 PE0734
 PE0734'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELG)
 PE0734'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0262 ***********************************************************************
 PE0262  DESIGNATION -  J 144
 PE0262  PID         -  PE0262
 PE0262  STATE/COUNTY-  ME/HANCOCK
 PE0262  USGS QUAD   -  SALSBURY COVE (1981)
 PE0262
 PE0262                         *CURRENT SURVEY CONTROL
 PE0262  ___________________________________________________________________
 PE0262* NAD 83(1986)-  44 27 05.     (N)    068 22 03.     (W)     SCALED    
 PE0262* NAVD 88     -        32.766  (meters)     107.50   (feet)  ADJUSTED  
 PE0262  ___________________________________________________________________
 PE0262  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 PE0262  DYNAMIC HT  -          32.764 (meters)     107.49  (feet)  COMP
 PE0262  MODELED GRAV-     980,566.7   (mgal)                       NAVD 88
 PE0262
 PE0262  VERT ORDER  -  SECOND    CLASS 0
 PE0262
 PE0262.The horizontal coordinates were scaled from a topographic map and have
 PE0262.an estimated accuracy of +/- 6 seconds.
 PE0262
 PE0262.The orthometric height was determined by differential leveling
 PE0262.and adjusted by the National Geodetic Survey in June 1991..
 PE0262
 PE0262.The geoid height was determined by GEOID03.
 PE0262
 PE0262.The dynamic height is computed by dividing the NAVD 88
 PE0262.geopotential number by the normal gravity value computed on the
 PE0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0262.degrees latitude (g = 980.6199 gals.).
 PE0262
 PE0262.The modeled gravity was interpolated from observed gravity values.
 PE0262
 PE0262;                    North         East    Units  Estimated Accuracy
 PE0262;SPC ME E     -    87,190.      310,550.      MT  (+/- 180 meters Scaled)
 PE0262
 PE0262                          SUPERSEDED SURVEY CONTROL
 PE0262
 PE0262  NGVD 29 (??/??/92)   32.957  (m)          108.13   (f) ADJ UNCH    2 0
 PE0262
 PE0262.Superseded values are not recommended for survey control.
 PE0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0262.See file dsdata.txt to determine how the superseded data were derived.
 PE0262
 PE0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK503222(NAD 83)
 PE0262_MARKER: DB = BENCH MARK DISK
 PE0262_SETTING: 80 = SET IN A BOULDER
 PE0262_SP_SET: BOULDER
 PE0262_STAMPING: J 144 1962
 PE0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0262+STABILITY: SURFACE MOTION
 PE0262
 PE0262  HISTORY     - Date     Condition        Report By
 PE0262  HISTORY     - 1962     MONUMENTED       CGS
 PE0262  HISTORY     - 1965     GOOD             NGS
 PE0262  HISTORY     - 1975     GOOD             NGS
 PE0262
 PE0262                          STATION DESCRIPTION
 PE0262
 PE0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 PE0262'7.8 MI S FROM ELLSWORTH.
 PE0262'1.3 MILES EAST AND SOUTH FROM THE ELLSWORTH POST OFFICE ON
 PE0262'U.S. HIGHWAY 1 AND STATE HIGHWAY 3 TO THE TRIANGLE, THENCE SOUTH
 PE0262'ON STATE HIGHWAY 3 FOR 6.55 MILES TO THE ROAD TO BAR HARBOR
 PE0262'AIRPORT ON THE LEFT.  SET IN A DRILL HOLE IN THE TOP CENTER OF A
 PE0262'5 X 5 X 4 FOOT TRIANGULAR BOULDER THAT PROJECTS 2 FEET, 300
 PE0262'FEET NORTH OF THE JUNCTION OF HIGHWAY 3 AND THE ROAD TO THE
 PE0262'AIRPORT, 120 FEET WEST OF THE SOUTHWEST CORNER OF THE TRENTON
 PE0262'BAPTIST CHURCH, 100 FEET NORTHEAST OF A DWELLING, 87 FEET
 PE0262'NORTHWEST OF THE CENTER OF HIGHWAY 3, 76 FEET 340 DEGREES
 PE0262'MAGNETIC FROM TRANSMISSION POLE 253/209 AND IN A FIELD.
 PE0262
 PE0262                          STATION RECOVERY (1975)
 PE0262
 PE0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 PE0262'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0315 ***********************************************************************
 PE0315  DESIGNATION -  J 145
 PE0315  PID         -  PE0315
 PE0315  STATE/COUNTY-  ME/HANCOCK
 PE0315  USGS QUAD   -  BARTLETT ISLAND (1981)
 PE0315
 PE0315                         *CURRENT SURVEY CONTROL
 PE0315  ___________________________________________________________________
 PE0315* NAD 83(1986)-  44 17 01.     (N)    068 23 52.     (W)     SCALED    
 PE0315* NAVD 88     -        17.354  (meters)      56.94   (feet)  ADJUSTED  
 PE0315  ___________________________________________________________________
 PE0315  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 PE0315  DYNAMIC HT  -          17.353 (meters)      56.93  (feet)  COMP
 PE0315  MODELED GRAV-     980,556.2   (mgal)                       NAVD 88
 PE0315
 PE0315  VERT ORDER  -  SECOND    CLASS 0
 PE0315
 PE0315.The horizontal coordinates were scaled from a topographic map and have
 PE0315.an estimated accuracy of +/- 6 seconds.
 PE0315
 PE0315.The orthometric height was determined by differential leveling
 PE0315.and adjusted by the National Geodetic Survey in June 1991..
 PE0315
 PE0315.The geoid height was determined by GEOID03.
 PE0315
 PE0315.The dynamic height is computed by dividing the NAVD 88
 PE0315.geopotential number by the normal gravity value computed on the
 PE0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0315.degrees latitude (g = 980.6199 gals.).
 PE0315
 PE0315.The modeled gravity was interpolated from observed gravity values.
 PE0315
 PE0315;                    North         East    Units  Estimated Accuracy
 PE0315;SPC ME E     -    68,550.      308,160.      MT  (+/- 180 meters Scaled)
 PE0315
 PE0315                          SUPERSEDED SURVEY CONTROL
 PE0315
 PE0315  NGVD 29 (??/??/92)   17.546  (m)           57.57   (f) ADJ UNCH    2 0
 PE0315
 PE0315.Superseded values are not recommended for survey control.
 PE0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0315.See file dsdata.txt to determine how the superseded data were derived.
 PE0315
 PE0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK480035(NAD 83)
 PE0315_MARKER: DB = BENCH MARK DISK
 PE0315_SETTING: 66 = SET IN ROCK OUTCROP
 PE0315_SP_SET: ROCK OUTCROP
 PE0315_STAMPING: J 145 1962
 PE0315_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0315+STABILITY: POSITION/ELEVATION WELL
 PE0315
 PE0315  HISTORY     - Date     Condition        Report By
 PE0315  HISTORY     - 1962     MONUMENTED       CGS
 PE0315
 PE0315                          STATION DESCRIPTION
 PE0315
 PE0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PE0315'1.5 MI NW FROM WEST TREMONT.
 PE0315'1.5 MILE NORTH AND NORTHWEST ON STATE HIGHWAY 102 FROM THE
 PE0315'WEST TREMONT METHODIST CHURCH.  SET IN A DRILL HOLE IN THE TOP
 PE0315'AND AT THE WEST EDGE OF A ROCK OUTCROP, ABOUT 1.5 FEET BELOW
 PE0315'AND 6 FEET NORTHWEST OF THE HIGHEST POINT OF THE EXPOSED ROCK,
 PE0315'1.5 FEET ABOVE THE GROUND.  66 FEET SOUTHEAST OF THE CENTER
 PE0315'LINE OF THE HIGHWAY, 36 FEET NORTHEAST OF THE CENTER OF THE
 PE0315'ROAD LEADING SOUTHEAST AND 3 FEET ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0338 ***********************************************************************
 PE0338  DESIGNATION -  J 146
 PE0338  PID         -  PE0338
 PE0338  STATE/COUNTY-  ME/HANCOCK
 PE0338  USGS QUAD   -  BLUE HILL (1981)
 PE0338
 PE0338                         *CURRENT SURVEY CONTROL
 PE0338  ___________________________________________________________________
 PE0338* NAD 83(1986)-  44 26 57.     (N)    068 34 13.     (W)     SCALED    
 PE0338* NAVD 88     -       109.379  (meters)     358.85   (feet)  ADJUSTED  
 PE0338  ___________________________________________________________________
 PE0338  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 PE0338  DYNAMIC HT  -         109.369 (meters)     358.82  (feet)  COMP
 PE0338  MODELED GRAV-     980,524.5   (mgal)                       NAVD 88
 PE0338
 PE0338  VERT ORDER  -  SECOND    CLASS 0
 PE0338
 PE0338.The horizontal coordinates were scaled from a topographic map and have
 PE0338.an estimated accuracy of +/- 6 seconds.
 PE0338
 PE0338.The orthometric height was determined by differential leveling
 PE0338.and adjusted by the National Geodetic Survey in June 1991..
 PE0338
 PE0338.The geoid height was determined by GEOID03.
 PE0338
 PE0338.The dynamic height is computed by dividing the NAVD 88
 PE0338.geopotential number by the normal gravity value computed on the
 PE0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0338.degrees latitude (g = 980.6199 gals.).
 PE0338
 PE0338.The modeled gravity was interpolated from observed gravity values.
 PE0338
 PE0338;                    North         East    Units  Estimated Accuracy
 PE0338;SPC ME E     -    86,940.      294,410.      MT  (+/- 180 meters Scaled)
 PE0338
 PE0338                          SUPERSEDED SURVEY CONTROL
 PE0338
 PE0338  NGVD 29 (??/??/92)  109.567  (m)          359.47   (f) ADJ UNCH    2 0
 PE0338
 PE0338.Superseded values are not recommended for survey control.
 PE0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0338.See file dsdata.txt to determine how the superseded data were derived.
 PE0338
 PE0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK341218(NAD 83)
 PE0338_MARKER: DB = BENCH MARK DISK
 PE0338_SETTING: 66 = SET IN ROCK OUTCROP
 PE0338_SP_SET: ROCK OUTCROP
 PE0338_STAMPING: J 146 1962
 PE0338_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0338+STABILITY: POSITION/ELEVATION WELL
 PE0338
 PE0338  HISTORY     - Date     Condition        Report By
 PE0338  HISTORY     - 1962     MONUMENTED       CGS
 PE0338  HISTORY     - 1967     GOOD             NGS
 PE0338  HISTORY     - 1984     GOOD             USPSQD
 PE0338
 PE0338                          STATION DESCRIPTION
 PE0338
 PE0338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PE0338'2.6 MI NE FROM BLUE HILL.
 PE0338'ABOUT 2.45 MILES NORTHEAST ALONG THE STATE HIGHWAY 172 FROM THE
 PE0338'POST OFFICE IN BLUE HILL, THENCE 0.1 MILE NORTHWEST ALONG A
 PE0338'DIM ROAD TO THE BLUE HILL AIRPORT, ABOUT 0.2 MILE SOUTHEAST OF THE
 PE0338'NORTHWEST END OF THE RUNWAY, IN A LARGE OUTCROP THAT PROJECTS
 PE0338'3 FEET, SET IN A DRILL HOLE NEAR THE SOUTHWEST CORNER OF THE
 PE0338'OUTCROP, ABOUT 14 FEET NORTHEAST OF THE SOUTHWEST EDGE OF A
 PE0338'FILLED SECTION.  NOTE-- THOUGH THIS OUTCROP PROJECTS FROM THE
 PE0338'GROUND NEAR THE RUNWAY, THE AIRPORT MANAGER SAYS THEY DO NOT INTEND
 PE0338'TO REMOVE THE LEDGE.
 PE0338
 PE0338                          STATION RECOVERY (1984)
 PE0338
 PE0338'RECOVERY NOTE BY US POWER SQUADRON 1984
 PE0338'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0261 ***********************************************************************
 PD0261  DESIGNATION -  J 147
 PD0261  PID         -  PD0261
 PD0261  STATE/COUNTY-  ME/WASHINGTON
 PD0261  USGS QUAD   -  PETIT MANAN POINT (1977)
 PD0261
 PD0261                         *CURRENT SURVEY CONTROL
 PD0261  ___________________________________________________________________
 PD0261* NAD 83(1986)-  44 29 59.     (N)    067 57 39.     (W)     SCALED    
 PD0261* NAVD 88     -        46.930  (meters)     153.97   (feet)  ADJUSTED  
 PD0261  ___________________________________________________________________
 PD0261  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 PD0261  DYNAMIC HT  -          46.927 (meters)     153.96  (feet)  COMP
 PD0261  MODELED GRAV-     980,565.0   (mgal)                       NAVD 88
 PD0261
 PD0261  VERT ORDER  -  SECOND    CLASS 0
 PD0261
 PD0261.The horizontal coordinates were scaled from a topographic map and have
 PD0261.an estimated accuracy of +/- 6 seconds.
 PD0261
 PD0261.The orthometric height was determined by differential leveling
 PD0261.and adjusted by the National Geodetic Survey in June 1991..
 PD0261
 PD0261.The geoid height was determined by GEOID03.
 PD0261
 PD0261.The dynamic height is computed by dividing the NAVD 88
 PD0261.geopotential number by the normal gravity value computed on the
 PD0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0261.degrees latitude (g = 980.6199 gals.).
 PD0261
 PD0261.The modeled gravity was interpolated from observed gravity values.
 PD0261
 PD0261;                    North         East    Units  Estimated Accuracy
 PD0261;SPC ME E     -    92,700.      342,880.      MT  (+/- 180 meters Scaled)
 PD0261
 PD0261                          SUPERSEDED SURVEY CONTROL
 PD0261
 PD0261  NGVD 29 (??/??/92)   47.135  (m)          154.64   (f) ADJ UNCH    2 0
 PD0261
 PD0261.Superseded values are not recommended for survey control.
 PD0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0261.See file dsdata.txt to determine how the superseded data were derived.
 PD0261
 PD0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK826279(NAD 83)
 PD0261_MARKER: DB = BENCH MARK DISK
 PD0261_SETTING: 66 = SET IN ROCK OUTCROP
 PD0261_SP_SET: BEDROCK
 PD0261_STAMPING: J 147 1962
 PD0261_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0261+STABILITY: POSITION/ELEVATION WELL
 PD0261
 PD0261  HISTORY     - Date     Condition        Report By
 PD0261  HISTORY     - 1962     MONUMENTED       CGS
 PD0261
 PD0261                          STATION DESCRIPTION
 PD0261
 PD0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PD0261'0.9 MI S FROM STEUBEN.
 PD0261'0.9 MILE SOUTH ALONG A BLACK TOP ROAD FROM THE TOWN PARK AT
 PD0261'STEUBEN, IN AN OPEN FIELD, SET ON TOP AND NEAR THE HIGHEST PART
 PD0261'OF BED ROCK IN FIELD, 210 FEET SOUTHEAST OF THE CENTER LINE OF
 PD0261'THE ROAD, 144 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE,
 PD0261'153 FEET EAST OF THE CENTER OF A WELL AND ABOUT 2 FEET ABOVE THE
 PD0261'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0427 ***********************************************************************
 PD0427  DESIGNATION -  J 148
 PD0427  PID         -  PD0427
 PD0427  STATE/COUNTY-  ME/WASHINGTON
 PD0427  USGS QUAD   -  ADDISON (1975)
 PD0427
 PD0427                         *CURRENT SURVEY CONTROL
 PD0427  ___________________________________________________________________
 PD0427* NAD 83(1986)-  44 36 06.     (N)    067 40 32.     (W)     SCALED    
 PD0427* NAVD 88     -        39.800  (meters)     130.58   (feet)  ADJUSTED  
 PD0427  ___________________________________________________________________
 PD0427  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 PD0427  DYNAMIC HT  -          39.799 (meters)     130.57  (feet)  COMP
 PD0427  MODELED GRAV-     980,583.3   (mgal)                       NAVD 88
 PD0427
 PD0427  VERT ORDER  -  SECOND    CLASS 0
 PD0427
 PD0427.The horizontal coordinates were scaled from a topographic map and have
 PD0427.an estimated accuracy of +/- 6 seconds.
 PD0427
 PD0427.The orthometric height was determined by differential leveling
 PD0427.and adjusted by the National Geodetic Survey in June 1991..
 PD0427
 PD0427.The geoid height was determined by GEOID03.
 PD0427
 PD0427.The dynamic height is computed by dividing the NAVD 88
 PD0427.geopotential number by the normal gravity value computed on the
 PD0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0427.degrees latitude (g = 980.6199 gals.).
 PD0427
 PD0427.The modeled gravity was interpolated from observed gravity values.
 PD0427
 PD0427;                    North         East    Units  Estimated Accuracy
 PD0427;SPC ME E     -   104,210.      365,450.      MT  (+/- 180 meters Scaled)
 PD0427
 PD0427                          SUPERSEDED SURVEY CONTROL
 PD0427
 PD0427  NGVD 29 (??/??/92)   40.014  (m)          131.28   (f) ADJ UNCH    2 0
 PD0427
 PD0427.Superseded values are not recommended for survey control.
 PD0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0427.See file dsdata.txt to determine how the superseded data were derived.
 PD0427
 PD0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK051395(NAD 83)
 PD0427_MARKER: DB = BENCH MARK DISK
 PD0427_SETTING: 80 = SET IN A BOULDER
 PD0427_SP_SET: BOULDER
 PD0427_STAMPING: J 148 1962
 PD0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0427+STABILITY: SURFACE MOTION
 PD0427
 PD0427  HISTORY     - Date     Condition        Report By
 PD0427  HISTORY     - 1962     MONUMENTED       CGS
 PD0427
 PD0427                          STATION DESCRIPTION
 PD0427
 PD0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PD0427'4.3 MI SE FROM COLUMBIA FALLS.
 PD0427'4.3 MILES SOUTH AND SOUTHEAST ALONG STATE HIGHWAY 187 FROM ITS
 PD0427'JUNCTION WITH U.S. HIGHWAY 1 AT COLUMBIA FALLS, 0.9 MILE
 PD0427'NORTHWEST OF THE JUNCTION OF A GRAVEL ROAD LEADING NORTHEAST FROM
 PD0427'BRYANT CORNER, SET ON THE TOP OF THE HIGHEST PART OF A
 PD0427'6-BY-5-FOOT BURIED BOULDER PROJECTING 3 FEET ABOVE THE LEVEL OF
 PD0427'THE GROUND, 53.5 FEET NORTHEAST OF THE CENTER LINE OF THE
 PD0427'HIGHWAY, 88 FEET NORTHEAST OF AND ACROSS THE HIGHWAY FROM POWER
 PD0427'LINE POLE NO. 27145, 84 FEET NORTH OF THE NORTHEAST END OF A
 PD0427'PIPE CULVERT UNDER THE HIGHWAY (18-INCH CULVERT), AND ABOUT 3
 PD0427'FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0445 ***********************************************************************
 PD0445  DESIGNATION -  J 149
 PD0445  PID         -  PD0445
 PD0445  STATE/COUNTY-  ME/WASHINGTON
 PD0445  USGS QUAD   -  JONESPORT (1977)
 PD0445
 PD0445                         *CURRENT SURVEY CONTROL
 PD0445  ___________________________________________________________________
 PD0445* NAD 83(1986)-  44 31 54.     (N)    067 35 44.     (W)     SCALED    
 PD0445* NAVD 88     -         4.267  (meters)      14.00   (feet)  ADJUSTED  
 PD0445  ___________________________________________________________________
 PD0445  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 PD0445  DYNAMIC HT  -           4.267 (meters)      14.00  (feet)  COMP
 PD0445  MODELED GRAV-     980,589.4   (mgal)                       NAVD 88
 PD0445
 PD0445  VERT ORDER  -  SECOND    CLASS 0
 PD0445
 PD0445.The horizontal coordinates were scaled from a topographic map and have
 PD0445.an estimated accuracy of +/- 6 seconds.
 PD0445
 PD0445.The orthometric height was determined by differential leveling
 PD0445.and adjusted by the National Geodetic Survey in June 1991..
 PD0445
 PD0445.The geoid height was determined by GEOID03.
 PD0445
 PD0445.The dynamic height is computed by dividing the NAVD 88
 PD0445.geopotential number by the normal gravity value computed on the
 PD0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0445.degrees latitude (g = 980.6199 gals.).
 PD0445
 PD0445.The modeled gravity was interpolated from observed gravity values.
 PD0445
 PD0445;                    North         East    Units  Estimated Accuracy
 PD0445;SPC ME E     -    96,500.      371,880.      MT  (+/- 180 meters Scaled)
 PD0445
 PD0445                          SUPERSEDED SURVEY CONTROL
 PD0445
 PD0445  NGVD 29 (??/??/92)    4.480  (m)           14.70   (f) ADJ UNCH    2 0
 PD0445
 PD0445.Superseded values are not recommended for survey control.
 PD0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0445.See file dsdata.txt to determine how the superseded data were derived.
 PD0445
 PD0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK115318(NAD 83)
 PD0445_MARKER: DB = BENCH MARK DISK
 PD0445_SETTING: 66 = SET IN ROCK OUTCROP
 PD0445_SP_SET: BEDROCK
 PD0445_STAMPING: J 149 1962
 PD0445_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0445+STABILITY: POSITION/ELEVATION WELL
 PD0445
 PD0445  HISTORY     - Date     Condition        Report By
 PD0445  HISTORY     - 1962     MONUMENTED       CGS
 PD0445  HISTORY     - 1976     GOOD             LOCSUR
 PD0445
 PD0445                          STATION DESCRIPTION
 PD0445
 PD0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PD0445'AT JONESPORT.
 PD0445'AT JONESPORT, ALONG A BLACK TOP STREET, NEAR SAWYER COVE, SET ON
 PD0445'TOP AND NEAR THE CENTER OF A 20-BY 15-FOOT BEDROCK PROJECTING
 PD0445'1 FOOT ABOVE THE LEVEL OF THE GROUND, 59 FEET SOUTH OF THE
 PD0445'CENTER LINE OF THE BLACK TOP STREET, 242 FEET SOUTHEAST OF THE
 PD0445'SAWYER MEMORIAL CONGREGATIONAL CHURCH, 35 FEET NORTH OF THE NORTH
 PD0445'BANK OF THE COVE, 72 FEET SOUTHEAST OF TIDAL MARK NO. 5, 42 FEET
 PD0445'NORTH OF TIDAL NO. 1 AND ABOUT 2 FEET BELOW THE LEVEL OF THE
 PD0445'STREET.  JONESPORT, SAWYER COVE, MAINE TIDAL STATION 6.
 PD0445
 PD0445                          STATION RECOVERY (1976)
 PD0445
 PD0445'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 PD0445'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1125 ***********************************************************************
 PE1125  DESIGNATION -  J 15
 PE1125  PID         -  PE1125
 PE1125  STATE/COUNTY-  ME/KENNEBEC
 PE1125  USGS QUAD   -  WINTHROP (1980)
 PE1125
 PE1125                         *CURRENT SURVEY CONTROL
 PE1125  ___________________________________________________________________
 PE1125* NAD 83(1986)-  44 21 04.     (N)    069 57 18.     (W)     SCALED    
 PE1125* NAVD 88     -        71.832  (meters)     235.67   (feet)  ADJUSTED  
 PE1125  ___________________________________________________________________
 PE1125  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 PE1125  DYNAMIC HT  -          71.826 (meters)     235.65  (feet)  COMP
 PE1125  MODELED GRAV-     980,537.0   (mgal)                       NAVD 88
 PE1125  OBS GRAVITY -     980,534.2   (mgal)                       GRAV_OBS
 PE1125
 PE1125  VERT ORDER  -  FIRST     CLASS I
 PE1125
 PE1125.The horizontal coordinates were scaled from a topographic map and have
 PE1125.an estimated accuracy of +/- 6 seconds.
 PE1125
 PE1125.The orthometric height was determined by differential leveling
 PE1125.and adjusted by the National Geodetic Survey in June 1991..
 PE1125
 PE1125.The geoid height was determined by GEOID03.
 PE1125
 PE1125.The dynamic height is computed by dividing the NAVD 88
 PE1125.geopotential number by the normal gravity value computed on the
 PE1125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1125.degrees latitude (g = 980.6199 gals.).
 PE1125
 PE1125.The modeled gravity was interpolated from observed gravity values.
 PE1125.The observed gravity was obtained from relative gravimeter ties
 PE1125.to the IGSN71 gravity network.
 PE1125
 PE1125;                    North         East    Units  Estimated Accuracy
 PE1125;SPC ME W     -   168,650.      916,880.      MT  (+/- 180 meters Scaled)
 PE1125
 PE1125                          SUPERSEDED SURVEY CONTROL
 PE1125
 PE1125  NGVD 29 (??/??/92)   72.024  (m)          236.30   (f) ADJ UNCH    1 1
 PE1125
 PE1125.Superseded values are not recommended for survey control.
 PE1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1125.See file dsdata.txt to determine how the superseded data were derived.
 PE1125
 PE1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK238113(NAD 83)
 PE1125_MARKER: DB = BENCH MARK DISK
 PE1125_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE1125_SP_SET: BRIDGE
 PE1125_STAMPING: J 15 1927 236.299
 PE1125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE1125
 PE1125  HISTORY     - Date     Condition        Report By
 PE1125  HISTORY     - 1927     MONUMENTED       CGS
 PE1125  HISTORY     - 1966     GOOD             NGS
 PE1125
 PE1125                          STATION DESCRIPTION
 PE1125
 PE1125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE1125'2.1 MI S FROM READFIELD STA.
 PE1125'ABOUT 2.1 MILES SOUTH ALONG THE MAINE CENTRAL RAILROAD FROM
 PE1125'THE CROSSING OF STATE HIGHWAY 17 AT READFIELD STA., ABOUT 62
 PE1125'YARDS NORTHEAST OF MILEPOST P 60/V194, ABOUT 0.4 MILE SOUTH OF
 PE1125'THE CROSSING OF PRIVATE ROAD, AT THE RAILROAD BRIDGE OVER MARANACOOK
 PE1125'LAKE, 3.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, ABOUT 1 FOOT
 PE1125'BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF THE SOUTHEAST
 PE1125'END OF THE NORTHEAST STONE ABUTMENT OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0235 ***********************************************************************
 PD0235  DESIGNATION -  J 150
 PD0235  PID         -  PD0235
 PD0235  STATE/COUNTY-  ME/WASHINGTON
 PD0235  USGS QUAD   -  ROQUE BLUFFS (1975)
 PD0235
 PD0235                         *CURRENT SURVEY CONTROL
 PD0235  ___________________________________________________________________
 PD0235* NAD 83(1986)-  44 36 45.     (N)    067 28 49.     (W)     SCALED    
 PD0235* NAVD 88     -        19.690  (meters)      64.60   (feet)  ADJUSTED  
 PD0235  ___________________________________________________________________
 PD0235  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 PD0235  DYNAMIC HT  -          19.689 (meters)      64.60  (feet)  COMP
 PD0235  MODELED GRAV-     980,593.4   (mgal)                       NAVD 88
 PD0235
 PD0235  VERT ORDER  -  SECOND    CLASS 0
 PD0235
 PD0235.The horizontal coordinates were scaled from a topographic map and have
 PD0235.an estimated accuracy of +/- 6 seconds.
 PD0235
 PD0235.The orthometric height was determined by differential leveling
 PD0235.and adjusted by the National Geodetic Survey in June 1991..
 PD0235
 PD0235.The geoid height was determined by GEOID03.
 PD0235
 PD0235.The dynamic height is computed by dividing the NAVD 88
 PD0235.geopotential number by the normal gravity value computed on the
 PD0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0235.degrees latitude (g = 980.6199 gals.).
 PD0235
 PD0235.The modeled gravity was interpolated from observed gravity values.
 PD0235
 PD0235;                    North         East    Units  Estimated Accuracy
 PD0235;SPC ME E     -   105,590.      380,930.      MT  (+/- 180 meters Scaled)
 PD0235
 PD0235                          SUPERSEDED SURVEY CONTROL
 PD0235
 PD0235  NGVD 29 (??/??/92)   19.904  (m)           65.30   (f) ADJ UNCH    2 0
 PD0235
 PD0235.Superseded values are not recommended for survey control.
 PD0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0235.See file dsdata.txt to determine how the superseded data were derived.
 PD0235
 PD0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK205410(NAD 83)
 PD0235_MARKER: DB = BENCH MARK DISK
 PD0235_SETTING: 80 = SET IN A BOULDER
 PD0235_SP_SET: BOULDER
 PD0235_STAMPING: J 150 1962
 PD0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0235+STABILITY: SURFACE MOTION
 PD0235
 PD0235  HISTORY     - Date     Condition        Report By
 PD0235  HISTORY     - 1962     MONUMENTED       CGS
 PD0235
 PD0235                          STATION DESCRIPTION
 PD0235
 PD0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PD0235'AT ROQUE BLUFFS.
 PD0235'AT ROQUE BLUFFS, ABOUT 134 YARDS SOUTHWEST OF THE SCHOOL HOUSE,
 PD0235'SET ON THE TOP AND ABOUT IN THE CENTER OF A 3-BY-3 FOOT BURIED
 PD0235'BOULDER PROJECTING 1 FOOT ABOVE THE LEVEL OF THE GROUND, 27 FEET
 PD0235'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 12 FEET SOUTHEAST
 PD0235'OF A POWER-LINE POLE NO. 2, 2 FEET SOUTHWEST OF A BOARD FENCE,
 PD0235'129 FEET SOUTHWEST OF THE ENTRANCE TO LONGFELLOW PRIVATE CEMETERY,
 PD0235'AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0054 ***********************************************************************
 OB0054  DESIGNATION -  J 151
 OB0054  PID         -  OB0054
 OB0054  STATE/COUNTY-  ME/KNOX
 OB0054  USGS QUAD   -  TENANTS HARBOR (1973)
 OB0054
 OB0054                         *CURRENT SURVEY CONTROL
 OB0054  ___________________________________________________________________
 OB0054* NAD 83(1986)-  43 56 37.     (N)    069 13 35.     (W)     SCALED    
 OB0054* NAVD 88     -         8.296  (meters)      27.22   (feet)  ADJUSTED  
 OB0054  ___________________________________________________________________
 OB0054  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 OB0054  DYNAMIC HT  -           8.296 (meters)      27.22  (feet)  COMP
 OB0054  MODELED GRAV-     980,525.0   (mgal)                       NAVD 88
 OB0054
 OB0054  VERT ORDER  -  SECOND    CLASS 0
 OB0054
 OB0054.The horizontal coordinates were scaled from a topographic map and have
 OB0054.an estimated accuracy of +/- 6 seconds.
 OB0054
 OB0054.The orthometric height was determined by differential leveling
 OB0054.and adjusted by the National Geodetic Survey in June 1991..
 OB0054
 OB0054.The geoid height was determined by GEOID03.
 OB0054
 OB0054.The dynamic height is computed by dividing the NAVD 88
 OB0054.geopotential number by the normal gravity value computed on the
 OB0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0054.degrees latitude (g = 980.6199 gals.).
 OB0054
 OB0054.The modeled gravity was interpolated from observed gravity values.
 OB0054
 OB0054;                    North         East    Units  Estimated Accuracy
 OB0054;SPC ME E     -    31,020.      241,690.      MT  (+/- 180 meters Scaled)
 OB0054
 OB0054                          SUPERSEDED SURVEY CONTROL
 OB0054
 OB0054  NGVD 29 (??/??/92)    8.505  (m)           27.90   (f) ADJ UNCH    2 0
 OB0054
 OB0054.Superseded values are not recommended for survey control.
 OB0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0054.See file dsdata.txt to determine how the superseded data were derived.
 OB0054
 OB0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ818656(NAD 83)
 OB0054_MARKER: DB = BENCH MARK DISK
 OB0054_SETTING: 66 = SET IN ROCK OUTCROP
 OB0054_SP_SET: BEDROCK
 OB0054_STAMPING: J 151 1962
 OB0054_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0054+STABILITY: POSITION/ELEVATION WELL
 OB0054
 OB0054  HISTORY     - Date     Condition        Report By
 OB0054  HISTORY     - 1962     MONUMENTED       CGS
 OB0054  HISTORY     - 19950728 MARK NOT FOUND   USPSQD
 OB0054  HISTORY     - 20040508 MARK NOT FOUND   USPSQD
 OB0054
 OB0054                          STATION DESCRIPTION
 OB0054
 OB0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OB0054'2.1 MI SW FROM TENANTS HARBOR.
 OB0054'ABOUT 2.1 MILES SOUTHWEST ALONG STATE HIGHWAY 131 FROM THE TENANTS
 OB0054'HARBOR BAPTIST CHURCH AT TENANTS HARBOR, AT THE SMALL COMMUNITY OF
 OB0054'MARTINSVILLE, SET IN THE TOP OF A LARGE MASS OF BEDROCK THAT PROJECTS
 OB0054'ABOUT 1 FOOT ABOVE THE LEVEL OF THE GROUND, 25 FEET NORTHEAST OF THE
 OB0054'CENTER LINE OF THE HIGHWAY, 48.0 FEET WEST OF THE WEST CORNER OF THE
 OB0054'OCEAN VIEW GRANGE 463 AT MARTINSVILLE, 46 1/2 FEET NORTH OF AND ACROSS
 OB0054'THE HIGHWAY FROM POWER LINE POLE NO. 85-77 AND ABOUT 1 FOOT ABOVE THE
 OB0054'LEVEL OF THE HIGHWAY.
 OB0054
 OB0054                          STATION RECOVERY (1995)
 OB0054
 OB0054'RECOVERY NOTE BY US POWER SQUADRON 1995
 OB0054'MARK NOT FOUND.
 OB0054
 OB0054                          STATION RECOVERY (2004)
 OB0054
 OB0054'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMW)
 OB0054'THE LOCATION OF THE MARK ON THE ROCK WAS BLASTED FOR PLACING A POWER
 OB0054'POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0875 ***********************************************************************
 PE0875  DESIGNATION -  J 152
 PE0875  PID         -  PE0875
 PE0875  STATE/COUNTY-  ME/LINCOLN
 PE0875  USGS QUAD   -  WALDOBORO EAST (1988)
 PE0875
 PE0875                         *CURRENT SURVEY CONTROL
 PE0875  ___________________________________________________________________
 PE0875* NAD 83(1986)-  44 05 33.     (N)    069 21 12.     (W)     SCALED    
 PE0875* NAVD 88     -        51.752  (meters)     169.79   (feet)  ADJUSTED  
 PE0875  ___________________________________________________________________
 PE0875  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 PE0875  DYNAMIC HT  -          51.747 (meters)     169.77  (feet)  COMP
 PE0875  MODELED GRAV-     980,514.3   (mgal)                       NAVD 88
 PE0875
 PE0875  VERT ORDER  -  SECOND    CLASS 0
 PE0875
 PE0875.The horizontal coordinates were scaled from a topographic map and have
 PE0875.an estimated accuracy of +/- 6 seconds.
 PE0875
 PE0875.The orthometric height was determined by differential leveling
 PE0875.and adjusted by the National Geodetic Survey in June 1991..
 PE0875
 PE0875.The geoid height was determined by GEOID03.
 PE0875
 PE0875.The dynamic height is computed by dividing the NAVD 88
 PE0875.geopotential number by the normal gravity value computed on the
 PE0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0875.degrees latitude (g = 980.6199 gals.).
 PE0875
 PE0875.The modeled gravity was interpolated from observed gravity values.
 PE0875
 PE0875;                    North         East    Units  Estimated Accuracy
 PE0875;SPC ME W     -   140,210.      965,130.      MT  (+/- 180 meters Scaled)
 PE0875
 PE0875                          SUPERSEDED SURVEY CONTROL
 PE0875
 PE0875  NGVD 29 (??/??/92)   51.959  (m)          170.47   (f) ADJ UNCH    2 0
 PE0875
 PE0875.Superseded values are not recommended for survey control.
 PE0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0875.See file dsdata.txt to determine how the superseded data were derived.
 PE0875
 PE0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ717822(NAD 83)
 PE0875_MARKER: DB = BENCH MARK DISK
 PE0875_SETTING: 66 = SET IN ROCK OUTCROP
 PE0875_SP_SET: BEDROCK
 PE0875_STAMPING: J 152 1962
 PE0875_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0875+STABILITY: POSITION/ELEVATION WELL
 PE0875
 PE0875  HISTORY     - Date     Condition        Report By
 PE0875  HISTORY     - 1962     MONUMENTED       CGS
 PE0875
 PE0875                          STATION DESCRIPTION
 PE0875
 PE0875'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PE0875'2 MI E FROM WALDOBORO.
 PE0875'ABOUT 2.0 MILES EAST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE0875'FREIGHT STATION AT WALDOBORO, 0.4 MILE NORTHWEST OF MILEPOST
 PE0875'P 70 - R 16, SET ON TOP AND AT ABOUT THE HIGHEST PART OF A
 PE0875'LARGE EXPOSED BEDROCK AND ABOUT 1 FOOT NORTHEAST OF THE LINE OF
 PE0875'POWER POLES, 24 FEET NORTHEAST OF THE NORTHEAST RAIL, 18 FEET
 PE0875'SOUTHEAST OF A TELEPHONE POLE, 20 FEET EAST OF THE NORTHEAST
 PE0875'END OF A PIPE CULVERT UNDER THE TRACK, AND ABOUT 4 FEET ABOVE
 PE0875'THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1187 ***********************************************************************
 PE1187  DESIGNATION -  J 153
 PE1187  PID         -  PE1187
 PE1187  STATE/COUNTY-  ME/KENNEBEC
 PE1187  USGS QUAD   -  AUGUSTA (1991)
 PE1187
 PE1187                         *CURRENT SURVEY CONTROL
 PE1187  ___________________________________________________________________
 PE1187* NAD 83(1986)-  44 15 43.     (N)    069 46 35.     (W)     SCALED    
 PE1187* NAVD 88     -        12.565  (meters)      41.22   (feet)  ADJUSTED  
 PE1187  ___________________________________________________________________
 PE1187  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 PE1187  DYNAMIC HT  -          12.563 (meters)      41.22  (feet)  COMP
 PE1187  MODELED GRAV-     980,522.0   (mgal)                       NAVD 88
 PE1187
 PE1187  VERT ORDER  -  SECOND    CLASS 0
 PE1187
 PE1187.The horizontal coordinates were scaled from a topographic map and have
 PE1187.an estimated accuracy of +/- 6 seconds.
 PE1187
 PE1187.The orthometric height was determined by differential leveling
 PE1187.and adjusted by the National Geodetic Survey in June 1991..
 PE1187
 PE1187.The geoid height was determined by GEOID03.
 PE1187
 PE1187.The dynamic height is computed by dividing the NAVD 88
 PE1187.geopotential number by the normal gravity value computed on the
 PE1187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1187.degrees latitude (g = 980.6199 gals.).
 PE1187
 PE1187.The modeled gravity was interpolated from observed gravity values.
 PE1187
 PE1187;                    North         East    Units  Estimated Accuracy
 PE1187;SPC ME W     -   158,790.      931,160.      MT  (+/- 180 meters Scaled)
 PE1187
 PE1187                          SUPERSEDED SURVEY CONTROL
 PE1187
 PE1187  NGVD 29 (??/??/92)   12.773  (m)           41.91   (f) ADJ UNCH    2 0
 PE1187
 PE1187.Superseded values are not recommended for survey control.
 PE1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1187.See file dsdata.txt to determine how the superseded data were derived.
 PE1187
 PE1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK380012(NAD 83)
 PE1187_MARKER: DB = BENCH MARK DISK
 PE1187_SETTING: 80 = SET IN A BOULDER
 PE1187_SP_SET: BOULDER
 PE1187_STAMPING: J 153 1962
 PE1187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1187+STABILITY: SURFACE MOTION
 PE1187
 PE1187  HISTORY     - Date     Condition        Report By
 PE1187  HISTORY     - 1962     MONUMENTED       CGS
 PE1187  HISTORY     - 1988     POOR             USPSQD
 PE1187
 PE1187                          STATION DESCRIPTION
 PE1187
 PE1187'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PE1187'2.2 MI N FROM GARDINER.
 PE1187'ABOUT 2.2 MILES NORTH ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE1187'FORMER STATION AT GARDINER, 1.2 MILES SOUTH OF A HIGHWAY OVERPASS
 PE1187'AT THE SOUTH EDGE OF THE TOWN OF HALLOWELL, SET ON THE TOP AND
 PE1187'NEAR THE SOUTHWEST EDGE OF AN 8-BY-6-FOOT BURIED BOULDER
 PE1187'PROJECTING 3 FEET ABOVE THE LEVEL OF THE GROUND, 0.3 MILE NORTH
 PE1187'OF MILEPOST P 58- V 193, 40 FEET WEST OF THE WEST RAIL, 12 FEET
 PE1187'SOUTHWEST OF THE 11 TH TELEGRAPH POLE NORTH OF THE MILEPOST AND
 PE1187'ABOUT 5 FEET ABOVE THE LEVEL OF THE TRACK.
 PE1187
 PE1187                          STATION RECOVERY (1988)
 PE1187
 PE1187'RECOVERY NOTE BY US POWER SQUADRON 1988 (RS)
 PE1187'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0114 ***********************************************************************
 OB0114  DESIGNATION -  J 154
 OB0114  PID         -  OB0114
 OB0114  STATE/COUNTY-  ME/LINCOLN
 OB0114  USGS QUAD   -  BOOTHBAY HARBOR (1997)
 OB0114
 OB0114                         *CURRENT SURVEY CONTROL
 OB0114  ___________________________________________________________________
 OB0114* NAD 83(1986)-  43 51 50.     (N)    069 37 44.     (W)     SCALED    
 OB0114* NAVD 88     -         7.458  (meters)      24.47   (feet)  ADJUSTED  
 OB0114  ___________________________________________________________________
 OB0114  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 OB0114  DYNAMIC HT  -           7.457 (meters)      24.47  (feet)  COMP
 OB0114  MODELED GRAV-     980,526.6   (mgal)                       NAVD 88
 OB0114
 OB0114  VERT ORDER  -  SECOND    CLASS 0
 OB0114
 OB0114.The horizontal coordinates were scaled from a topographic map and have
 OB0114.an estimated accuracy of +/- 6 seconds.
 OB0114
 OB0114.The orthometric height was determined by differential leveling
 OB0114.and adjusted by the National Geodetic Survey in June 1991..
 OB0114
 OB0114.The geoid height was determined by GEOID03.
 OB0114
 OB0114.The dynamic height is computed by dividing the NAVD 88
 OB0114.geopotential number by the normal gravity value computed on the
 OB0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0114.degrees latitude (g = 980.6199 gals.).
 OB0114
 OB0114.The modeled gravity was interpolated from observed gravity values.
 OB0114
 OB0114;                    North         East    Units  Estimated Accuracy
 OB0114;SPC ME W     -   114,630.      943,230.      MT  (+/- 180 meters Scaled)
 OB0114
 OB0114                          SUPERSEDED SURVEY CONTROL
 OB0114
 OB0114  NGVD 29 (??/??/92)    7.673  (m)           25.17   (f) ADJ UNCH    2 0
 OB0114
 OB0114.Superseded values are not recommended for survey control.
 OB0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0114.See file dsdata.txt to determine how the superseded data were derived.
 OB0114
 OB0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ494569(NAD 83)
 OB0114_MARKER: DB = BENCH MARK DISK
 OB0114_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OB0114_SP_SET: CONCRETE BASE
 OB0114_STAMPING: J 154 1963
 OB0114_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OB0114
 OB0114  HISTORY     - Date     Condition        Report By
 OB0114  HISTORY     - 1963     MONUMENTED       CGS
 OB0114  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 OB0114  HISTORY     - 19910402 GOOD             USPSQD
 OB0114  HISTORY     - 20021024 MARK NOT FOUND   USPSQD
 OB0114
 OB0114                          STATION DESCRIPTION
 OB0114
 OB0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OB0114'0.5 MI N FROM BOOTHBAY HARBOR.
 OB0114'ABOUT 0.5 MILE NORTH ALONG STATE HIGHWAY 27 FROM ITS JUNCTION WITH
 OB0114'STATE HIGHWAY 96 IN THE NORTH PART OF BOOTHBAY HARBOR, ABOUT 0.95 MILE
 OB0114'SOUTH ALONG STATE HIGHWAY 27 FROM THE BOOTHBAY GRAMMAR SCHOOL AT
 OB0114'BOOTHBAY, ON THE TOP OF A LARGE MASS OF EXPOSED BEDROCK, 220.8 FEET
 OB0114'WEST OF THE CENTER LINE OF THE HIGHWAY, 113.1 FEET SOUTH OF THE
 OB0114'SOUTHEAST CORNER OF THE LARGE BOOTHBAY REGION HIGH SCHOOL, 43 1/2 FEET
 OB0114'SOUTHEAST OF POWER LINE POLE NO. 12 - 2 - 95-2 WHICH IS SET IN A LARGE
 OB0114'CONCRETE BASE, 41 FEET SOUTH OF THE CENTER LINE OF AN ASPHALT DRIVEWAY
 OB0114'ALONG THE SOUTH SIDE OF THE LARGE HIGH SCHOOL BUILDING, ABOUT 3 FEET
 OB0114'ABOVE THE LEVEL OF THE GROUND AND ABOUT 2 FEET ABOVE THE LEVEL OF THE
 OB0114'HIGHWAY.
 OB0114
 OB0114                          STATION RECOVERY (1990)
 OB0114
 OB0114'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMW)
 OB0114'MARK NOT FOUND.
 OB0114
 OB0114                          STATION RECOVERY (1991)
 OB0114
 OB0114'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OB0114'RECOVERED IN GOOD CONDITION.
 OB0114
 OB0114                          STATION RECOVERY (2002)
 OB0114
 OB0114'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMW)
 OB0114'FROM THE MONUMENT AT THE JCT. OF RT.27, AND BACK RIVER RD. TRAVEL
 OB0114'SOUTH ON 27 ABOUT 0.95 MILE TO THE ENTRANCE OF THE HIGH SCHOOL. THE
 OB0114'LOCATION DESCRIBED HAS BEEN COVERED TO MAKE A MORE GRADUAL SLOPE TO
 OB0114'THE ATHLETIC FIELD. THE MARK WAS NOT FOUND BUT IS PROBABLY STILL IN
 OB0114'PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0017 ***********************************************************************
 OB0017  DESIGNATION -  J 155
 OB0017  PID         -  OB0017
 OB0017  STATE/COUNTY-  ME/LINCOLN
 OB0017  USGS QUAD   -  LOUDS ISLAND (1979)
 OB0017
 OB0017                         *CURRENT SURVEY CONTROL
 OB0017  ___________________________________________________________________
 OB0017* NAD 83(1986)-  43 56 48.     (N)    069 27 43.     (W)     SCALED    
 OB0017* NAVD 88     -        25.185  (meters)      82.63   (feet)  ADJUSTED  
 OB0017  ___________________________________________________________________
 OB0017  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 OB0017  DYNAMIC HT  -          25.182 (meters)      82.62  (feet)  COMP
 OB0017  MODELED GRAV-     980,523.7   (mgal)                       NAVD 88
 OB0017
 OB0017  VERT ORDER  -  SECOND    CLASS 0
 OB0017
 OB0017.The horizontal coordinates were scaled from a topographic map and have
 OB0017.an estimated accuracy of +/- 6 seconds.
 OB0017
 OB0017.The orthometric height was determined by differential leveling
 OB0017.and adjusted by the National Geodetic Survey in June 1991..
 OB0017
 OB0017.The geoid height was determined by GEOID03.
 OB0017
 OB0017.The dynamic height is computed by dividing the NAVD 88
 OB0017.geopotential number by the normal gravity value computed on the
 OB0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0017.degrees latitude (g = 980.6199 gals.).
 OB0017
 OB0017.The modeled gravity was interpolated from observed gravity values.
 OB0017
 OB0017;                    North         East    Units  Estimated Accuracy
 OB0017;SPC ME W     -   123,930.      956,570.      MT  (+/- 180 meters Scaled)
 OB0017
 OB0017                          SUPERSEDED SURVEY CONTROL
 OB0017
 OB0017  NGVD 29 (??/??/92)   25.393  (m)           83.31   (f) ADJ UNCH    2 0
 OB0017
 OB0017.Superseded values are not recommended for survey control.
 OB0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0017.See file dsdata.txt to determine how the superseded data were derived.
 OB0017
 OB0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ629660(NAD 83)
 OB0017_MARKER: DB = BENCH MARK DISK
 OB0017_SETTING: 66 = SET IN ROCK OUTCROP
 OB0017_SP_SET: BEDROCK
 OB0017_STAMPING: J 155 1963
 OB0017_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0017+STABILITY: POSITION/ELEVATION WELL
 OB0017
 OB0017  HISTORY     - Date     Condition        Report By
 OB0017  HISTORY     - 1963     MONUMENTED       CGS
 OB0017  HISTORY     - 19910504 MARK NOT FOUND   USPSQD
 OB0017  HISTORY     - 20020726 MARK NOT FOUND   USPSQD
 OB0017
 OB0017                          STATION DESCRIPTION
 OB0017
 OB0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OB0017'IN ROUND POND.
 OB0017'AT ROUND POND, ALONG STATE HIGHWAY 32, IN THE YARD OF THE ROUND POND
 OB0017'METHODIST CHURCH, ON THE TOP OF A LARGE MASS OF BEDROCK PROJECTING 1/2
 OB0017'FOOT ABOVE THE LEVEL OF THE GROUND, 55.0 FEET NORTHWEST OF THE CENTER
 OB0017'LINE OF THE HIGHWAY, 32.9 FEET SOUTH OF THE SOUTH CORNER OF THE CHURCH
 OB0017'BUILDING, 34 FEET NORTH OF POWER LINE POLE NO. 12- 112 WITH A
 OB0017'TRANSFORMER AND GUY CABLE, AND ABOUT 5 FEET ABOVE THE LEVEL OF THE
 OB0017'HIGHWAY.
 OB0017
 OB0017                          STATION RECOVERY (1991)
 OB0017
 OB0017'RECOVERY NOTE BY US POWER SQUADRON 1991 (SS)
 OB0017'MARK NOT FOUND.
 OB0017
 OB0017                          STATION RECOVERY (2002)
 OB0017
 OB0017'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMW)
 OB0017'THE AREA DESCRIBED IS A HARD PACKED GRAVEL DRIVEWAY. THE METAL
 OB0017'DETECTOR GAVE AN INDICATION AT THE EXACT LOCATION BUT COULD NOT DIG
 OB0017'INTO THE GRAVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0176 ***********************************************************************
 OB0176  DESIGNATION -  J 156
 OB0176  PID         -  OB0176
 OB0176  STATE/COUNTY-  ME/SAGADAHOC
 OB0176  USGS QUAD   -  WESTPORT (1970)
 OB0176
 OB0176                         *CURRENT SURVEY CONTROL
 OB0176  ___________________________________________________________________
 OB0176* NAD 83(1986)-  43 56 41.     (N)    069 43 53.     (W)     SCALED    
 OB0176* NAVD 88     -        32.887  (meters)     107.90   (feet)  ADJUSTED  
 OB0176  ___________________________________________________________________
 OB0176  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 OB0176  DYNAMIC HT  -          32.884 (meters)     107.89  (feet)  COMP
 OB0176  MODELED GRAV-     980,523.4   (mgal)                       NAVD 88
 OB0176
 OB0176  VERT ORDER  -  SECOND    CLASS 0
 OB0176
 OB0176.The horizontal coordinates were scaled from a topographic map and have
 OB0176.an estimated accuracy of +/- 6 seconds.
 OB0176
 OB0176.The orthometric height was determined by differential leveling
 OB0176.and adjusted by the National Geodetic Survey in June 1991..
 OB0176
 OB0176.The geoid height was determined by GEOID03.
 OB0176
 OB0176.The dynamic height is computed by dividing the NAVD 88
 OB0176.geopotential number by the normal gravity value computed on the
 OB0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0176.degrees latitude (g = 980.6199 gals.).
 OB0176
 OB0176.The modeled gravity was interpolated from observed gravity values.
 OB0176
 OB0176;                    North         East    Units  Estimated Accuracy
 OB0176;SPC ME W     -   123,560.      934,940.      MT  (+/- 180 meters Scaled)
 OB0176
 OB0176                          SUPERSEDED SURVEY CONTROL
 OB0176
 OB0176  NGVD 29 (??/??/92)   33.096  (m)          108.58   (f) ADJ UNCH    2 0
 OB0176
 OB0176.Superseded values are not recommended for survey control.
 OB0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0176.See file dsdata.txt to determine how the superseded data were derived.
 OB0176
 OB0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ413659(NAD 83)
 OB0176_MARKER: DB = BENCH MARK DISK
 OB0176_SETTING: 66 = SET IN ROCK OUTCROP
 OB0176_SP_SET: BEDROCK
 OB0176_STAMPING: J 156 1963
 OB0176_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0176+STABILITY: POSITION/ELEVATION WELL
 OB0176
 OB0176  HISTORY     - Date     Condition        Report By
 OB0176  HISTORY     - 1963     MONUMENTED       CGS
 OB0176
 OB0176                          STATION DESCRIPTION
 OB0176
 OB0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OB0176'5.75 MI SW FROM WISCASSET.
 OB0176'4.7 MILES SOUTHWEST ALONG U. S. HIGHWAY 1 FROM THE POST OFFICE AT
 OB0176'WISCASSET, THENCE 1.05 MILES SOUTH ALONG A BLACK TOP ROAD, SET ON THE
 OB0176'TOP AND AT ABOUT THE CENTER OF AN 18-BY-3 FOOT EXPOSED BEDROCK WHICH
 OB0176'PROJECTS 1 FOOT ABOVE THE LEVEL OF THE GROUND, 22 FEET WEST OF THE
 OB0176'CENTER LINE OF THE ROAD, 55 FEET SOUTHWEST OF AND ACROSS THE ROAD FROM
 OB0176'POWER LINE POLE NO. 47 - 49, 104 YARDS SOUTH OF THE CENTER LINE OF A
 OB0176'DRIVEWAY, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0341 ***********************************************************************
 OC0341  DESIGNATION -  J 157
 OC0341  PID         -  OC0341
 OC0341  STATE/COUNTY-  ME/YORK
 OC0341  USGS QUAD   -  DOVER EAST (1988)
 OC0341
 OC0341                         *CURRENT SURVEY CONTROL
 OC0341  ___________________________________________________________________
 OC0341* NAD 83(1986)-  43 14 21.     (N)    070 47 47.     (W)     SCALED    
 OC0341* NAVD 88     -        38.510  (meters)     126.34   (feet)  ADJUSTED  
 OC0341  ___________________________________________________________________
 OC0341  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 OC0341  DYNAMIC HT  -          38.503 (meters)     126.32  (feet)  COMP
 OC0341  MODELED GRAV-     980,448.9   (mgal)                       NAVD 88
 OC0341
 OC0341  VERT ORDER  -  FIRST     CLASS I
 OC0341
 OC0341.The horizontal coordinates were scaled from a topographic map and have
 OC0341.an estimated accuracy of +/- 6 seconds.
 OC0341
 OC0341.The orthometric height was determined by differential leveling
 OC0341.and adjusted by the National Geodetic Survey in June 1991..
 OC0341
 OC0341.The geoid height was determined by GEOID03.
 OC0341
 OC0341.The dynamic height is computed by dividing the NAVD 88
 OC0341.geopotential number by the normal gravity value computed on the
 OC0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0341.degrees latitude (g = 980.6199 gals.).
 OC0341
 OC0341.The modeled gravity was interpolated from observed gravity values.
 OC0341
 OC0341;                    North         East    Units  Estimated Accuracy
 OC0341;SPC ME W     -    45,280.      848,850.      MT  (+/- 180 meters Scaled)
 OC0341
 OC0341                          SUPERSEDED SURVEY CONTROL
 OC0341
 OC0341  NGVD 29 (??/??/92)   38.733  (m)          127.08   (f) ADJ UNCH    1 1
 OC0341
 OC0341.Superseded values are not recommended for survey control.
 OC0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0341.See file dsdata.txt to determine how the superseded data were derived.
 OC0341
 OC0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH541889(NAD 83)
 OC0341_MARKER: DB = BENCH MARK DISK
 OC0341_SETTING: 66 = SET IN ROCK OUTCROP
 OC0341_SP_SET: ROCK LEDGE
 OC0341_STAMPING: J 157 1966
 OC0341_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC0341+STABILITY: POSITION/ELEVATION WELL
 OC0341
 OC0341  HISTORY     - Date     Condition        Report By
 OC0341  HISTORY     - 1966     MONUMENTED       CGS
 OC0341  HISTORY     - 1978     GOOD             DOD
 OC0341  HISTORY     - 1988     GOOD             USPSQD
 OC0341
 OC0341                          STATION DESCRIPTION
 OC0341
 OC0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OC0341'0.8 MI SE FROM SOUTH BERWICK.
 OC0341'ABOUT 0.5 MILE NORTH ALONG STATE HIGHWAY 4 FROM THE SOUTH BERWICK
 OC0341'CENTRAL SCHOOL AT SOUTH BERWICK, THENCE ABOUT 0.3 MILE NORTHEAST
 OC0341'ALONG AGAMENTICUS ROAD, ABOUT 0.15 MILE NORTHEAST OF THE EAST
 OC0341'CORNER OF A LARGE CEMETERY, IN THE TOP OF A ROCK LEDGE THAT IS
 OC0341'ABOUT 15 FEET LONG AND 2 FEET HIGH, 42.0 FEET NORTHWEST OF
 OC0341'THE CENTER LINE OF THE ROAD, AND ABOUT 2 1/2 FEET ABOVE THE LEVEL
 OC0341'OF THE ROAD.
 OC0341
 OC0341                          STATION RECOVERY (1978)
 OC0341
 OC0341'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 OC0341'RECOVERED IN GOOD CONDITION.
 OC0341
 OC0341                          STATION RECOVERY (1988)
 OC0341
 OC0341'RECOVERY NOTE BY US POWER SQUADRON 1988 (RSR)
 OC0341'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0694 ***********************************************************************
 PE0694  DESIGNATION -  J 158
 PE0694  PID         -  PE0694
 PE0694  STATE/COUNTY-  ME/SOMERSET
 PE0694  USGS QUAD   -  PITTSFIELD (1982)
 PE0694
 PE0694                         *CURRENT SURVEY CONTROL
 PE0694  ___________________________________________________________________
 PE0694* NAD 83(1986)-  44 46 10.     (N)    069 24 41.     (W)     SCALED    
 PE0694* NAVD 88     -        76.047  (meters)     249.50   (feet)  ADJUSTED  
 PE0694  ___________________________________________________________________
 PE0694  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 PE0694  DYNAMIC HT  -          76.043 (meters)     249.48  (feet)  COMP
 PE0694  MODELED GRAV-     980,570.2   (mgal)                       NAVD 88
 PE0694
 PE0694  VERT ORDER  -  FIRST     CLASS I
 PE0694
 PE0694.The horizontal coordinates were scaled from a topographic map and have
 PE0694.an estimated accuracy of +/- 6 seconds.
 PE0694
 PE0694.The orthometric height was determined by differential leveling
 PE0694.and adjusted by the National Geodetic Survey in June 1991..
 PE0694
 PE0694.The geoid height was determined by GEOID03.
 PE0694
 PE0694.The dynamic height is computed by dividing the NAVD 88
 PE0694.geopotential number by the normal gravity value computed on the
 PE0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0694.degrees latitude (g = 980.6199 gals.).
 PE0694
 PE0694.The modeled gravity was interpolated from observed gravity values.
 PE0694
 PE0694;                    North         East    Units  Estimated Accuracy
 PE0694;SPC ME W     -   215,390.      959,790.      MT  (+/- 180 meters Scaled)
 PE0694
 PE0694                          SUPERSEDED SURVEY CONTROL
 PE0694
 PE0694  NGVD 29 (??/??/92)   76.259  (m)          250.19   (f) ADJ UNCH    1 1
 PE0694
 PE0694.Superseded values are not recommended for survey control.
 PE0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0694.See file dsdata.txt to determine how the superseded data were derived.
 PE0694
 PE0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK674574(NAD 83)
 PE0694_MARKER: DB = BENCH MARK DISK
 PE0694_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE0694_SP_SET: PIER
 PE0694_STAMPING: J 158 1966
 PE0694_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0694
 PE0694  HISTORY     - Date     Condition        Report By
 PE0694  HISTORY     - 1966     MONUMENTED       CGS
 PE0694  HISTORY     - 1982     GOOD             MEDT
 PE0694  HISTORY     - 1984     GOOD             USPSQD
 PE0694  HISTORY     - 1989     GOOD             USPSQD
 PE0694
 PE0694                          STATION DESCRIPTION
 PE0694
 PE0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE0694'1.8 MI SW FROM PITTSFIELD.
 PE0694'1.4 MILES SOUTHWEST ALONG STATE HIGHWAYS 100 AND 11 FROM THE
 PE0694'MAINE CENTRAL RAILROAD STATION AT PITTSFIELD, THENCE ABOUT 0.4
 PE0694'MILE WEST ALONG A BLACK TOPPED ROAD, ABOUT 0.2 MILE WEST OF THE
 PE0694'CROSSING OF THE MAINE CENTRAL RAILROAD, AT THE OVERPASS CROSSING
 PE0694'OF INTERSTATE 95, SET VERTICALLY IN THE EAST FACE OF THE EAST
 PE0694'LEG OF THE SOUTH CONCRETE PIER THAT SUPPORTS THE SOUTHBOUND
 PE0694'LANE OVERPASS, 24.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 PE0694'AND ABOUT LEVEL WITH THE ROAD.
 PE0694
 PE0694                          STATION RECOVERY (1982)
 PE0694
 PE0694'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1982
 PE0694'RECOVERED IN GOOD CONDITION.
 PE0694
 PE0694                          STATION RECOVERY (1984)
 PE0694
 PE0694'RECOVERY NOTE BY US POWER SQUADRON 1984
 PE0694'RECOVERED IN GOOD CONDITION.
 PE0694
 PE0694                          STATION RECOVERY (1989)
 PE0694
 PE0694'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELG)
 PE0694'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0390 ***********************************************************************
 PE0390  DESIGNATION -  J 159
 PE0390  PID         -  PE0390
 PE0390  STATE/COUNTY-  ME/PENOBSCOT
 PE0390  USGS QUAD   -  BANGOR (1991)
 PE0390
 PE0390                         *CURRENT SURVEY CONTROL
 PE0390  ___________________________________________________________________
 PE0390* NAD 83(1986)-  44 46 03.     (N)    068 46 26.     (W)     SCALED    
 PE0390* NAVD 88     -        33.550  (meters)     110.07   (feet)  ADJUSTED  
 PE0390  ___________________________________________________________________
 PE0390  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 PE0390  DYNAMIC HT  -          33.548 (meters)     110.07  (feet)  COMP
 PE0390  MODELED GRAV-     980,579.8   (mgal)                       NAVD 88
 PE0390
 PE0390  VERT ORDER  -  FIRST     CLASS I
 PE0390
 PE0390.The horizontal coordinates were scaled from a topographic map and have
 PE0390.an estimated accuracy of +/- 6 seconds.
 PE0390
 PE0390.The orthometric height was determined by differential leveling
 PE0390.and adjusted by the National Geodetic Survey in June 1991..
 PE0390
 PE0390.The geoid height was determined by GEOID03.
 PE0390
 PE0390.The dynamic height is computed by dividing the NAVD 88
 PE0390.geopotential number by the normal gravity value computed on the
 PE0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0390.degrees latitude (g = 980.6199 gals.).
 PE0390
 PE0390.The modeled gravity was interpolated from observed gravity values.
 PE0390
 PE0390;                    North         East    Units  Estimated Accuracy
 PE0390;SPC ME E     -   122,350.      278,320.      MT  (+/- 180 meters Scaled)
 PE0390
 PE0390                          SUPERSEDED SURVEY CONTROL
 PE0390
 PE0390  NGVD 29 (??/??/92)   33.759  (m)          110.76   (f) ADJ UNCH    1 1
 PE0390
 PE0390.Superseded values are not recommended for survey control.
 PE0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0390.See file dsdata.txt to determine how the superseded data were derived.
 PE0390
 PE0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK178571(NAD 83)
 PE0390_MARKER: DB = BENCH MARK DISK
 PE0390_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE0390_SP_SET: WALL
 PE0390_STAMPING: J 159 1966
 PE0390_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE0390
 PE0390  HISTORY     - Date     Condition        Report By
 PE0390  HISTORY     - 1966     MONUMENTED       CGS
 PE0390  HISTORY     - 1978     GOOD             DMA
 PE0390  HISTORY     - 1985     GOOD             USPSQD
 PE0390  HISTORY     - 1988     GOOD             USPSQD
 PE0390
 PE0390                          STATION DESCRIPTION
 PE0390
 PE0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE0390'2 MI SW FROM BREWER.
 PE0390'0.9 MILE SOUTH ALONG THE MAINE CENTRAL RAILROAD FROM THE CROSSING
 PE0390'OF WILSON STREET AT BREWER, THENCE ABOUT 1.1 MILES SOUTHWEST
 PE0390'ALONG PARKWAY STREET, NEAR THE JUNCTION OF ELM STREET AND A
 PE0390'DRIVE SOUTHEAST TO BREWER AIRPORT, AT THE NATIONAL GUARD ARMORY,
 PE0390'IN THE TOP OF THE NORTHEAST CORNER OF CONCRETE RETAINING WALL
 PE0390'FOR BASEMENT WINDOWS, 40.7 FEET SOUTH OF THE NORTHEAST CORNER
 PE0390'OF THE BUILDING, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE STREETS.
 PE0390
 PE0390                          STATION RECOVERY (1978)
 PE0390
 PE0390'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PE0390'RECOVERED IN GOOD CONDITION.
 PE0390
 PE0390                          STATION RECOVERY (1985)
 PE0390
 PE0390'RECOVERY NOTE BY US POWER SQUADRON 1985
 PE0390'RECOVERED IN GOOD CONDITION.
 PE0390
 PE0390                          STATION RECOVERY (1988)
 PE0390
 PE0390'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE0390'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1473 ***********************************************************************
 PE1473  DESIGNATION -  J 160
 PE1473  PID         -  PE1473
 PE1473  STATE/COUNTY-  ME/KENNEBEC
 PE1473  USGS QUAD   -  CLINTON (1988)
 PE1473
 PE1473                         *CURRENT SURVEY CONTROL
 PE1473  ___________________________________________________________________
 PE1473* NAD 83(1986)-  44 38 12.     (N)    069 30 37.     (W)     SCALED    
 PE1473* NAVD 88     -        42.283  (meters)     138.72   (feet)  ADJUSTED  
 PE1473  ___________________________________________________________________
 PE1473  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 PE1473  DYNAMIC HT  -          42.281 (meters)     138.72  (feet)  COMP
 PE1473  MODELED GRAV-     980,569.4   (mgal)                       NAVD 88
 PE1473  OBS GRAVITY -     980,567.9   (mgal)                       GRAV_OBS
 PE1473
 PE1473  VERT ORDER  -  FIRST     CLASS I
 PE1473
 PE1473.The horizontal coordinates were scaled from a topographic map and have
 PE1473.an estimated accuracy of +/- 6 seconds.
 PE1473
 PE1473.The orthometric height was determined by differential leveling
 PE1473.and adjusted by the National Geodetic Survey in June 1991..
 PE1473
 PE1473.The geoid height was determined by GEOID03.
 PE1473
 PE1473.The dynamic height is computed by dividing the NAVD 88
 PE1473.geopotential number by the normal gravity value computed on the
 PE1473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1473.degrees latitude (g = 980.6199 gals.).
 PE1473
 PE1473.The modeled gravity was interpolated from observed gravity values.
 PE1473.The observed gravity was obtained from relative gravimeter ties
 PE1473.to the IGSN71 gravity network.
 PE1473
 PE1473;                    North         East    Units  Estimated Accuracy
 PE1473;SPC ME W     -   200,570.      952,080.      MT  (+/- 180 meters Scaled)
 PE1473
 PE1473                          SUPERSEDED SURVEY CONTROL
 PE1473
 PE1473  NGVD 29 (??/??/92)   42.484  (m)          139.38   (f) ADJ UNCH    1 1
 PE1473
 PE1473.Superseded values are not recommended for survey control.
 PE1473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1473.See file dsdata.txt to determine how the superseded data were derived.
 PE1473
 PE1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK595427(NAD 83)
 PE1473_MARKER: DB = BENCH MARK DISK
 PE1473_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PE1473_SP_SET: 22.5 FEET
 PE1473_STAMPING: J 160 1966
 PE1473_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE1473
 PE1473  HISTORY     - Date     Condition        Report By
 PE1473  HISTORY     - 1966     MONUMENTED       CGS
 PE1473  HISTORY     - 1978     POOR             LOCENG
 PE1473
 PE1473                          STATION DESCRIPTION
 PE1473
 PE1473'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE1473'AT CLINTON.
 PE1473'AT CLINTON, ABOUT 0.3 MILE SOUTHWEST ALONG THE MAINE CENTRAL
 PE1473'RAILROAD FROM THE STATION, ABOUT 0.25 MILE SOUTHWEST OF MILEPOST
 PE1473'P90/V161, ABOUT 0.2 MILE SOUTHWEST OF THE BRIDGE OVER TWELVE MILE
 PE1473'BROOK, 66 FEET NORTH OF THE CENTER OF THE CROSSING OF A BLACK
 PE1473'TOPPED ROAD AND THE SOUTHBOUND TRACK, 49 FEET NORTHEAST OF POWER
 PE1473'POLE 8/78, 24.6 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 PE1473'SOUTHBOUND TRACK, 0.6 FOOT SOUTH OF A METAL WITNESS POST, ABOUT
 PE1473'1 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND IS A DISK ON A
 PE1473'COPPER COATED STEEL ROD PROJECTING 0.3 FOOT AND PROTECTED BY
 PE1473'A 5-INCH IRON PIPE PROJECTING 0.5 FOOT.  THE ROD WAS DRIVEN TO
 PE1473'REFUSAL AT A DEPTH OF 22.5 FEET.
 PE1473
 PE1473                          STATION RECOVERY (1978)
 PE1473
 PE1473'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 PE1473'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0381 ***********************************************************************
 OC0381  DESIGNATION -  J 161
 OC0381  PID         -  OC0381
 OC0381  STATE/COUNTY-  ME/YORK
 OC0381  USGS QUAD   -  KENNEBUNK (1983)
 OC0381
 OC0381                         *CURRENT SURVEY CONTROL
 OC0381  ___________________________________________________________________
 OC0381* NAD 83(1986)-  43 24 09.     (N)    070 31 34.     (W)     SCALED    
 OC0381* NAVD 88     -        15.613  (meters)      51.22   (feet)  ADJUSTED  
 OC0381  ___________________________________________________________________
 OC0381  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 OC0381  DYNAMIC HT  -          15.611 (meters)      51.22  (feet)  COMP
 OC0381  MODELED GRAV-     980,476.2   (mgal)                       NAVD 88
 OC0381
 OC0381  VERT ORDER  -  FIRST     CLASS I
 OC0381
 OC0381.The horizontal coordinates were scaled from a topographic map and have
 OC0381.an estimated accuracy of +/- 6 seconds.
 OC0381
 OC0381.The orthometric height was determined by differential leveling
 OC0381.and adjusted by the National Geodetic Survey in June 1991..
 OC0381
 OC0381.The geoid height was determined by GEOID03.
 OC0381
 OC0381.The dynamic height is computed by dividing the NAVD 88
 OC0381.geopotential number by the normal gravity value computed on the
 OC0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0381.degrees latitude (g = 980.6199 gals.).
 OC0381
 OC0381.The modeled gravity was interpolated from observed gravity values.
 OC0381
 OC0381;                    North         East    Units  Estimated Accuracy
 OC0381;SPC ME W     -    63,290.      870,880.      MT  (+/- 180 meters Scaled)
 OC0381
 OC0381                          SUPERSEDED SURVEY CONTROL
 OC0381
 OC0381  NGVD 29 (??/??/92)   15.837  (m)           51.96   (f) ADJ UNCH    1 1
 OC0381
 OC0381.Superseded values are not recommended for survey control.
 OC0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0381.See file dsdata.txt to determine how the superseded data were derived.
 OC0381
 OC0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ764066(NAD 83)
 OC0381_MARKER: DB = BENCH MARK DISK
 OC0381_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC0381_SP_SET: BRIDGE
 OC0381_STAMPING: J 161 1966
 OC0381_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC0381
 OC0381  HISTORY     - Date     Condition        Report By
 OC0381  HISTORY     - 1966     MONUMENTED       CGS
 OC0381  HISTORY     - 1978     GOOD             DOD
 OC0381  HISTORY     - 1988     GOOD             USPSQD
 OC0381
 OC0381                          STATION DESCRIPTION
 OC0381
 OC0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OC0381'1.2 MI NE FROM KENNEBUNK.
 OC0381'ABOUT 1.15 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE POST
 OC0381'OFFICE AT KENNEBUNK, AT THE SOUTHWEST END OF THE HIGHWAY BRIDGE
 OC0381'OVER THE KENNEBUNK RIVER, IN THE TOP OF THE WEST WING WALL AT
 OC0381'THE SOUTHWEST END OF THE BRIDGE, 24.0 FEET NORTHWEST OF THE
 OC0381'CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 OC0381
 OC0381                          STATION RECOVERY (1978)
 OC0381
 OC0381'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 OC0381'RECOVERED IN GOOD CONDITION.
 OC0381
 OC0381                          STATION RECOVERY (1988)
 OC0381
 OC0381'RECOVERY NOTE BY US POWER SQUADRON 1988 (RSR)
 OC0381'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0082 ***********************************************************************
 OC0082  DESIGNATION -  J 162
 OC0082  PID         -  OC0082
 OC0082  STATE/COUNTY-  ME/CUMBERLAND
 OC0082  USGS QUAD   -  PROUTS NECK (1978)
 OC0082
 OC0082                         *CURRENT SURVEY CONTROL
 OC0082  ___________________________________________________________________
 OC0082* NAD 83(1986)-  43 34 42.     (N)    070 22 25.     (W)     SCALED    
 OC0082* NAVD 88     -         1.356  (meters)       4.45   (feet)  ADJUSTED  
 OC0082  ___________________________________________________________________
 OC0082  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 OC0082  DYNAMIC HT  -           1.356 (meters)       4.45  (feet)  COMP
 OC0082  MODELED GRAV-     980,497.1   (mgal)                       NAVD 88
 OC0082
 OC0082  VERT ORDER  -  FIRST     CLASS I
 OC0082
 OC0082.The horizontal coordinates were scaled from a topographic map and have
 OC0082.an estimated accuracy of +/- 6 seconds.
 OC0082
 OC0082.The orthometric height was determined by differential leveling
 OC0082.and adjusted by the National Geodetic Survey in June 1991..
 OC0082
 OC0082.The geoid height was determined by GEOID03.
 OC0082
 OC0082.The dynamic height is computed by dividing the NAVD 88
 OC0082.geopotential number by the normal gravity value computed on the
 OC0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0082.degrees latitude (g = 980.6199 gals.).
 OC0082
 OC0082.The modeled gravity was interpolated from observed gravity values.
 OC0082
 OC0082;                    North         East    Units  Estimated Accuracy
 OC0082;SPC ME W     -    82,790.      883,290.      MT  (+/- 180 meters Scaled)
 OC0082
 OC0082                          SUPERSEDED SURVEY CONTROL
 OC0082
 OC0082  NGVD 29 (??/??/92)    1.584  (m)            5.20   (f) ADJ UNCH    1 1
 OC0082
 OC0082.Superseded values are not recommended for survey control.
 OC0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0082.See file dsdata.txt to determine how the superseded data were derived.
 OC0082
 OC0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ890259(NAD 83)
 OC0082_MARKER: DB = BENCH MARK DISK
 OC0082_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC0082_SP_SET: ABUTMENT
 OC0082_STAMPING: J 162 1966
 OC0082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC0082
 OC0082  HISTORY     - Date     Condition        Report By
 OC0082  HISTORY     - 1966     MONUMENTED       CGS
 OC0082  HISTORY     - 1979     MARK NOT FOUND   LOCENG
 OC0082
 OC0082                          STATION DESCRIPTION
 OC0082
 OC0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OC0082'2.1 MI SW FROM SCARBOROUGH.
 OC0082'ABOUT 2.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST
 OC0082'OFFICE AT SCARBOROUGH, AT THE HIGHWAY BRIDGE OVER THE DUNSTON
 OC0082'RIVER, SET IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 OC0082'CONCRETE ABUTMENT OF THE 25-FOOT BRIDGE, 27.0 FEET SOUTHEAST
 OC0082'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE
 OC0082'HIGHWAY.
 OC0082
 OC0082                          STATION RECOVERY (1979)
 OC0082
 OC0082'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 OC0082'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0034 ***********************************************************************
 OC0034  DESIGNATION -  J 163
 OC0034  PID         -  OC0034
 OC0034  STATE/COUNTY-  ME/CUMBERLAND
 OC0034  USGS QUAD   -  CUMBERLAND CENTER (1975)
 OC0034
 OC0034                         *CURRENT SURVEY CONTROL
 OC0034  ___________________________________________________________________
 OC0034* NAD 83(1986)-  43 45 04.     (N)    070 16 30.     (W)     SCALED    
 OC0034* NAVD 88     -        19.545  (meters)      64.12   (feet)  ADJUSTED  
 OC0034  ___________________________________________________________________
 OC0034  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 OC0034  DYNAMIC HT  -          19.543 (meters)      64.12  (feet)  COMP
 OC0034  MODELED GRAV-     980,494.4   (mgal)                       NAVD 88
 OC0034
 OC0034  VERT ORDER  -  FIRST     CLASS I
 OC0034
 OC0034.The horizontal coordinates were scaled from a topographic map and have
 OC0034.an estimated accuracy of +/- 6 seconds.
 OC0034
 OC0034.The orthometric height was determined by differential leveling
 OC0034.and adjusted by the National Geodetic Survey in June 1991..
 OC0034
 OC0034.The geoid height was determined by GEOID03.
 OC0034
 OC0034.The dynamic height is computed by dividing the NAVD 88
 OC0034.geopotential number by the normal gravity value computed on the
 OC0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0034.degrees latitude (g = 980.6199 gals.).
 OC0034
 OC0034.The modeled gravity was interpolated from observed gravity values.
 OC0034
 OC0034;                    North         East    Units  Estimated Accuracy
 OC0034;SPC ME W     -   101,970.      891,280.      MT  (+/- 180 meters Scaled)
 OC0034
 OC0034                          SUPERSEDED SURVEY CONTROL
 OC0034
 OC0034  NGVD 29 (??/??/92)   19.755  (m)           64.81   (f) ADJ UNCH    1 1
 OC0034
 OC0034.Superseded values are not recommended for survey control.
 OC0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0034.See file dsdata.txt to determine how the superseded data were derived.
 OC0034
 OC0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ973450(NAD 83)
 OC0034_MARKER: DB = BENCH MARK DISK
 OC0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OC0034_STAMPING: J 163 1966
 OC0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC0034+STABILITY: SURFACE MOTION
 OC0034
 OC0034  HISTORY     - Date     Condition        Report By
 OC0034  HISTORY     - 1966     MONUMENTED       CGS
 OC0034  HISTORY     - 1978     GOOD             DOD
 OC0034
 OC0034                          STATION DESCRIPTION
 OC0034
 OC0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OC0034'2 MI SW FROM CUMBERLAND CENTER.
 OC0034'ABOUT 1.95 MILES SOUTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM
 OC0034'THE CROSSING OF STATE HIGHWAY 9 AT CUMBERLAND CENTER, NEAR THE
 OC0034'CROSSING OF A FIELD ROAD, 3 FEET SOUTHWEST OF MILEPOST P 9-V242,
 OC0034'69 FEET SOUTH OF THE CENTER OF THE CROSSING, 45.5 FEET SOUTHEAST
 OC0034'OF THE SOUTHEAST RAIL, 33 FEET SOUTHWEST OF THE CENTER LINE OF
 OC0034'THE FIELD ROAD, 13 FEET SOUTH-SOUTHWEST OF THE FIRST TELEPHONE
 OC0034'POLE SOUTHWEST OF THE CROSSING, 1.5 FEET NORTHEAST OF A METAL
 OC0034'WITNESS POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE TRACK AND
 OC0034'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
 OC0034'NOTE-- MARK MAY ALSO BE REACHED BY GOING 4.7 MILES NORTHEAST
 OC0034'ALONG THE MAINE CENTRAL RAILROAD FROM THE CROSSING OF STATE
 OC0034'HIGHWAY 100 AT PORTLAND.
 OC0034
 OC0034                          STATION RECOVERY (1978)
 OC0034
 OC0034'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 OC0034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0083 ***********************************************************************
 PF0083  DESIGNATION -  J 164
 PF0083  PID         -  PF0083
 PF0083  STATE/COUNTY-  ME/ANDROSCOGGIN
 PF0083  USGS QUAD   -  MINOT (1981)
 PF0083
 PF0083                         *CURRENT SURVEY CONTROL
 PF0083  ___________________________________________________________________
 PF0083* NAD 83(1986)-  44 02 23.     (N)    070 15 44.     (W)     SCALED    
 PF0083* NAVD 88     -        72.105  (meters)     236.56   (feet)  ADJUSTED  
 PF0083  ___________________________________________________________________
 PF0083  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 PF0083  DYNAMIC HT  -          72.097 (meters)     236.54  (feet)  COMP
 PF0083  MODELED GRAV-     980,498.4   (mgal)                       NAVD 88
 PF0083  OBS GRAVITY -     980,503.1   (mgal)                       GRAV_OBS
 PF0083
 PF0083  VERT ORDER  -  FIRST     CLASS I
 PF0083
 PF0083.The horizontal coordinates were scaled from a topographic map and have
 PF0083.an estimated accuracy of +/- 6 seconds.
 PF0083
 PF0083.The orthometric height was determined by differential leveling
 PF0083.and adjusted by the National Geodetic Survey in June 1991..
 PF0083
 PF0083.The geoid height was determined by GEOID03.
 PF0083
 PF0083.The dynamic height is computed by dividing the NAVD 88
 PF0083.geopotential number by the normal gravity value computed on the
 PF0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0083.degrees latitude (g = 980.6199 gals.).
 PF0083
 PF0083.The modeled gravity was interpolated from observed gravity values.
 PF0083.The observed gravity was obtained from relative gravimeter ties
 PF0083.to the IGSN71 gravity network.
 PF0083
 PF0083;                    North         East    Units  Estimated Accuracy
 PF0083;SPC ME W     -   134,030.      892,340.      MT  (+/- 180 meters Scaled)
 PF0083
 PF0083                          SUPERSEDED SURVEY CONTROL
 PF0083
 PF0083  NGVD 29 (??/??/92)   72.294  (m)          237.18   (f) ADJ UNCH    1 1
 PF0083
 PF0083.Superseded values are not recommended for survey control.
 PF0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0083.See file dsdata.txt to determine how the superseded data were derived.
 PF0083
 PF0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ988770(NAD 83)
 PF0083_MARKER: DB = BENCH MARK DISK
 PF0083_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PF0083_SP_SET: PIER
 PF0083_STAMPING: J 164 1966
 PF0083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0083
 PF0083  HISTORY     - Date     Condition        Report By
 PF0083  HISTORY     - 1966     MONUMENTED       CGS
 PF0083  HISTORY     - 1966     GOOD             NGS
 PF0083  HISTORY     - 1978     GOOD             DOD
 PF0083
 PF0083                          STATION DESCRIPTION
 PF0083
 PF0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PF0083'1.3 MI N FROM DANVILLE.
 PF0083'ABOUT 1.3 MILES NORTH ALONG THE MAINE CENTRAL RAILROAD FROM
 PF0083'DANVILLE JCT. AT DANVILLE, ALSO 4.45 MILES SOUTHWEST ALONG
 PF0083'THE MAINE CENTRAL RAILROAD FROM THE CROSSING OF COURT STREET
 PF0083'AT AUBURN, AT THE MAINE TURNPIKE OVERPASS OVER THE RAILROAD,
 PF0083'SET VERTICALLY IN THE CENTER OF THE SOUTHWEST END OF THE FIRST
 PF0083'CONCRETE PIER SOUTHEAST OF THE TRACK WHICH SUPPORTS THE
 PF0083'NORTHEAST-BOUND BRIDGE, 25.0 FEET SOUTHEAST OF THE SOUTHEAST
 PF0083'RAIL, AND ABOUT LEVEL WITH THE TRACK.
 PF0083
 PF0083                          STATION RECOVERY (1966)
 PF0083
 PF0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 PF0083'RECOVERED IN GOOD CONDITION.
 PF0083
 PF0083                          STATION RECOVERY (1978)
 PF0083
 PF0083'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PF0083'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1437 ***********************************************************************
 PE1437  DESIGNATION -  J 165
 PE1437  PID         -  PE1437
 PE1437  STATE/COUNTY-  ME/KENNEBEC
 PE1437  USGS QUAD   -  WATERVILLE (1982)
 PE1437
 PE1437                         *CURRENT SURVEY CONTROL
 PE1437  ___________________________________________________________________
 PE1437* NAD 83(1986)-  44 33 17.     (N)    069 42 34.     (W)     SCALED    
 PE1437* NAVD 88     -        66.939  (meters)     219.62   (feet)  ADJUSTED  
 PE1437  ___________________________________________________________________
 PE1437  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 PE1437  DYNAMIC HT  -          66.934 (meters)     219.60  (feet)  COMP
 PE1437  MODELED GRAV-     980,543.0   (mgal)                       NAVD 88
 PE1437  OBS GRAVITY -     980,548.0   (mgal)                       GRAV_OBS
 PE1437
 PE1437  VERT ORDER  -  FIRST     CLASS I
 PE1437
 PE1437.The horizontal coordinates were scaled from a topographic map and have
 PE1437.an estimated accuracy of +/- 6 seconds.
 PE1437
 PE1437.The orthometric height was determined by differential leveling
 PE1437.and adjusted by the National Geodetic Survey in June 1991..
 PE1437
 PE1437.The geoid height was determined by GEOID03.
 PE1437
 PE1437.The dynamic height is computed by dividing the NAVD 88
 PE1437.geopotential number by the normal gravity value computed on the
 PE1437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1437.degrees latitude (g = 980.6199 gals.).
 PE1437
 PE1437.The modeled gravity was interpolated from observed gravity values.
 PE1437.The observed gravity was obtained from relative gravimeter ties
 PE1437.to the IGSN71 gravity network.
 PE1437
 PE1437;                    North         East    Units  Estimated Accuracy
 PE1437;SPC ME W     -   191,350.      936,330.      MT  (+/- 180 meters Scaled)
 PE1437
 PE1437                          SUPERSEDED SURVEY CONTROL
 PE1437
 PE1437  NGVD 29 (??/??/92)   67.133  (m)          220.25   (f) ADJ UNCH    1 1
 PE1437
 PE1437.Superseded values are not recommended for survey control.
 PE1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1437.See file dsdata.txt to determine how the superseded data were derived.
 PE1437
 PE1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK436337(NAD 83)
 PE1437_MARKER: DB = BENCH MARK DISK
 PE1437_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE1437_SP_SET: ABUTMENT
 PE1437_STAMPING: J 165 1966
 PE1437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE1437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE1437+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2006
 PE1437
 PE1437  HISTORY     - Date     Condition        Report By
 PE1437  HISTORY     - 1966     MONUMENTED       CGS
 PE1437  HISTORY     - 1978     GOOD             DOD
 PE1437  HISTORY     - 20060905 GOOD             INDIV
 PE1437
 PE1437                          STATION DESCRIPTION
 PE1437
 PE1437'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE1437'0.7 MI NE FROM OAKLAND.
 PE1437'ABOUT 0.7 MILE NORTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM
 PE1437'THE POST OFFICE, ABOUT 0.2 MILE SOUTHWEST OF MILEPOST P80/V174,
 PE1437'IN THE TOP NEAR THE SOUTHEAST END OF THE NORTHEAST CONCRETE
 PE1437'ABUTMENT OF A 40-FOOT OVERPASS OVER A GRADED ROAD, 5.0 FEET
 PE1437'SOUTHEAST OF THE SOUTHEAST RAIL, 1.5 FEET NORTHWEST OF THE
 PE1437'SOUTHEAST END OF THE ABUTMENT, AND ABOUT 1 FOOT BELOW THE LEVEL
 PE1437'OF THE TRACK.
 PE1437
 PE1437                          STATION RECOVERY (1978)
 PE1437
 PE1437'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE1437'RECOVERED IN GOOD CONDITION.
 PE1437
 PE1437                          STATION RECOVERY (2006)
 PE1437
 PE1437'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JWM)
 PE1437'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0881 ***********************************************************************
 PF0881  DESIGNATION -  J 166
 PF0881  PID         -  PF0881
 PF0881  STATE/COUNTY-  ME/KENNEBEC
 PF0881  USGS QUAD   -  WAYNE (1966)
 PF0881
 PF0881                         *CURRENT SURVEY CONTROL
 PF0881  ___________________________________________________________________
 PF0881* NAD 83(1986)-  44 16 07.     (N)    070 00 19.     (W)     SCALED    
 PF0881* NAVD 88     -        55.259  (meters)     181.30   (feet)  ADJUSTED  
 PF0881  ___________________________________________________________________
 PF0881  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 PF0881  DYNAMIC HT  -          55.254 (meters)     181.28  (feet)  COMP
 PF0881  MODELED GRAV-     980,526.6   (mgal)                       NAVD 88
 PF0881  OBS GRAVITY -     980,529.8   (mgal)                       GRAV_OBS
 PF0881
 PF0881  VERT ORDER  -  FIRST     CLASS I
 PF0881
 PF0881.The horizontal coordinates were scaled from a topographic map and have
 PF0881.an estimated accuracy of +/- 6 seconds.
 PF0881
 PF0881.The orthometric height was determined by differential leveling
 PF0881.and adjusted by the National Geodetic Survey in June 1991..
 PF0881
 PF0881.The geoid height was determined by GEOID03.
 PF0881
 PF0881.The dynamic height is computed by dividing the NAVD 88
 PF0881.geopotential number by the normal gravity value computed on the
 PF0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0881.degrees latitude (g = 980.6199 gals.).
 PF0881
 PF0881.The modeled gravity was interpolated from observed gravity values.
 PF0881.The observed gravity was obtained from relative gravimeter ties
 PF0881.to the IGSN71 gravity network.
 PF0881
 PF0881;                    North         East    Units  Estimated Accuracy
 PF0881;SPC ME W     -   159,470.      912,890.      MT  (+/- 180 meters Scaled)
 PF0881
 PF0881                          SUPERSEDED SURVEY CONTROL
 PF0881
 PF0881  NGVD 29 (??/??/92)   55.45   (m)          181.9    (f) COMPUTED    1 1
 PF0881
 PF0881.Superseded values are not recommended for survey control.
 PF0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0881.See file dsdata.txt to determine how the superseded data were derived.
 PF0881
 PF0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK197021(NAD 83)
 PF0881_MARKER: DB = BENCH MARK DISK
 PF0881_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PF0881_SP_SET: CULVERT
 PF0881_STAMPING: J 166 1966
 PF0881_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PF0881
 PF0881  HISTORY     - Date     Condition        Report By
 PF0881  HISTORY     - 1966     MONUMENTED       CGS
 PF0881
 PF0881                          STATION DESCRIPTION
 PF0881
 PF0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PF0881'2.8 MI SW FROM WINTHROP.
 PF0881'ABOUT 2.8 MILES SOUTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM
 PF0881'THE STATION AT WINTHROP, ABOUT 0.2 MILE SOUTHWEST OF MILEPOST
 PF0881'P 54/V200, ABOUT 0.1 MILE NORTHEAST OF A GRADED ROAD CROSSING,
 PF0881'IN THE TOP OF A 1 1/2-BY-8-FOOT ROCK LEDGE WHICH PROJECTS ABOUT
 PF0881'1 FOOT AND IS PART OF SMALL CUT, 9.0 FEET NORTHWEST OF THE
 PF0881'NORTHWEST RAIL, 186 FEET SOUTHWEST OF THE SOUTHWEST END OF THE
 PF0881'NORTHWEST HEAD WALL FOR A 18-INCH BOX CULVERT UNDER THE TRACK,
 PF0881'2.0 FEET SOUTHWEST OF THE NORTHEAST END OF THE ROCK, AND ABOUT
 PF0881'1 1/2 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0170 ***********************************************************************
 PD0170  DESIGNATION -  J 167 USGS
 PD0170  PID         -  PD0170
 PD0170  STATE/COUNTY-  ME/WASHINGTON
 PD0170  USGS QUAD   -  PEMBROKE (1977)
 PD0170
 PD0170                         *CURRENT SURVEY CONTROL
 PD0170  ___________________________________________________________________
 PD0170* NAD 83(1986)-  44 54 03.     (N)    067 14 51.     (W)     SCALED    
 PD0170* NAVD 88     -        22.866  (meters)      75.02   (feet)  ADJUSTED  
 PD0170  ___________________________________________________________________
 PD0170  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 PD0170  DYNAMIC HT  -          22.866 (meters)      75.02  (feet)  COMP
 PD0170  MODELED GRAV-     980,603.6   (mgal)                       NAVD 88
 PD0170
 PD0170  VERT ORDER  -  FIRST     CLASS I
 PD0170
 PD0170.The horizontal coordinates were scaled from a topographic map and have
 PD0170.an estimated accuracy of +/- 6 seconds.
 PD0170
 PD0170.The orthometric height was determined by differential leveling
 PD0170.and adjusted by the National Geodetic Survey in June 1991..
 PD0170
 PD0170.The geoid height was determined by GEOID03.
 PD0170
 PD0170.The dynamic height is computed by dividing the NAVD 88
 PD0170.geopotential number by the normal gravity value computed on the
 PD0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0170.degrees latitude (g = 980.6199 gals.).
 PD0170
 PD0170.The modeled gravity was interpolated from observed gravity values.
 PD0170
 PD0170;                    North         East    Units  Estimated Accuracy
 PD0170;SPC ME E     -   137,890.      398,920.      MT  (+/- 180 meters Scaled)
 PD0170
 PD0170                          SUPERSEDED SURVEY CONTROL
 PD0170
 PD0170  NGVD 29 (??/??/92)   23.066  (m)           75.68   (f) ADJ UNCH    1 1
 PD0170
 PD0170.Superseded values are not recommended for survey control.
 PD0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0170.See file dsdata.txt to determine how the superseded data were derived.
 PD0170
 PD0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK383734(NAD 83)
 PD0170_MARKER: DD = SURVEY DISK
 PD0170_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PD0170_SP_SET: BRIDGE
 PD0170_STAMPING: J 167
 PD0170_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PD0170
 PD0170  HISTORY     - Date     Condition        Report By
 PD0170  HISTORY     - UNK      MONUMENTED       USGS
 PD0170  HISTORY     - 1966     GOOD             NGS
 PD0170  HISTORY     - 1978     GOOD             DMA
 PD0170
 PD0170                          STATION DESCRIPTION
 PD0170
 PD0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PD0170'AT DENNYSVILLE.
 PD0170'AT DENNYSVILLE, ABOUT 0.05 MILE NORTHEAST ALONG THE MAINE
 PD0170'CENTRAL RAILROAD FROM THE CROSSING OF STATE HIGHWAY 86, IN THE
 PD0170'TOP OF THE WEST CORNER OF THE NORTHWEST END OF THE SOUTHWEST
 PD0170'STONE LOWER ABUTMENT OR BRIDGE SEAT FOR RAILROAD BRIDGE OVER
 PD0170'DENNYS RIVER, 6.0 FEET NORTHWEST OF THE NORTHWEST RAIL, 3.0 FEET
 PD0170'NORTHWEST OF THE WEST CORNER OF THE NORTHWEST STEEL GIRDER OF
 PD0170'BRIDGE, AND ABOUT 16 FEET BELOW THE LEVEL OF THE TRACK.
 PD0170'NOTE-- STAMPED J 167 BY THIS PARTY.
 PD0170
 PD0170                          STATION RECOVERY (1978)
 PD0170
 PD0170'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PD0170'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0161 ***********************************************************************
 PD0161  DESIGNATION -  J 168
 PD0161  PID         -  PD0161
 PD0161  STATE/COUNTY-  ME/WASHINGTON
 PD0161  USGS QUAD   -  PORCUPINE MOUNTAIN (1987)
 PD0161
 PD0161                         *CURRENT SURVEY CONTROL
 PD0161  ___________________________________________________________________
 PD0161* NAD 83(1986)-  44 52 31.     (N)    067 18 59.     (W)     SCALED    
 PD0161* NAVD 88     -        55.939  (meters)     183.53   (feet)  ADJUSTED  
 PD0161  ___________________________________________________________________
 PD0161  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 PD0161  DYNAMIC HT  -          55.938 (meters)     183.52  (feet)  COMP
 PD0161  MODELED GRAV-     980,589.8   (mgal)                       NAVD 88
 PD0161
 PD0161  VERT ORDER  -  FIRST     CLASS I
 PD0161
 PD0161.The horizontal coordinates were scaled from a topographic map and have
 PD0161.an estimated accuracy of +/- 6 seconds.
 PD0161
 PD0161.The orthometric height was determined by differential leveling
 PD0161.and adjusted by the National Geodetic Survey in June 1991..
 PD0161
 PD0161.The geoid height was determined by GEOID03.
 PD0161
 PD0161.The dynamic height is computed by dividing the NAVD 88
 PD0161.geopotential number by the normal gravity value computed on the
 PD0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0161.degrees latitude (g = 980.6199 gals.).
 PD0161
 PD0161.The modeled gravity was interpolated from observed gravity values.
 PD0161
 PD0161;                    North         East    Units  Estimated Accuracy
 PD0161;SPC ME E     -   134,970.      393,520.      MT  (+/- 180 meters Scaled)
 PD0161
 PD0161                          SUPERSEDED SURVEY CONTROL
 PD0161
 PD0161  NGVD 29 (??/??/92)   56.145  (m)          184.20   (f) ADJ UNCH    1 1
 PD0161
 PD0161.Superseded values are not recommended for survey control.
 PD0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0161.See file dsdata.txt to determine how the superseded data were derived.
 PD0161
 PD0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK329704(NAD 83)
 PD0161_MARKER: DB = BENCH MARK DISK
 PD0161_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PD0161_SP_SET: 5.5 FEET
 PD0161_STAMPING: J 168 1966
 PD0161_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PD0161
 PD0161  HISTORY     - Date     Condition        Report By
 PD0161  HISTORY     - 1966     MONUMENTED       CGS
 PD0161  HISTORY     - 1978     GOOD             DMA
 PD0161
 PD0161                          STATION DESCRIPTION
 PD0161
 PD0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PD0161'4.1 MI SW FROM DENNYSVILLE.
 PD0161'4.1 MILES SOUTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM
 PD0161'THE CROSSING OF STATE HIGHWAY 86 AT DENNYSVILLE, AT MARION SIDING,
 PD0161'ABOUT 0.2 MILE EAST OF MILEPOST C27/P243, 315 FEET NORTHWEST
 PD0161'ALONG THE TRACK FROM THE CROSSING OF A BLACK TOPPED ROAD, 50.5
 PD0161'FEET SOUTHEAST OF A SIGN READING MARION, 16.4 FEET SOUTHWEST
 PD0161'OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 246.0 FEET WEST-NORTHWEST
 PD0161'OF BENCH MARK T 6 DESCRIBED, 1.5 FEET FROM A METAL WITNESS POST,
 PD0161'ABOUT LEVEL WITH THE TRACK, AND IS A DISK ON A COPPER COATED
 PD0161'STEEL ROD PROJECTING 0.1 FOOT AND PROTECTED BY A 5-INCH IRON
 PD0161'PIPE PROJECTING 0.1 FOOT.  THE ROD WAS DRIVEN TO REFUSAL AT A
 PD0161'DEPTH OF 5.5 FEET.  NOTE-- THIS ROD COULD NOT BE REMOVED BY HAND.
 PD0161
 PD0161                          STATION RECOVERY (1978)
 PD0161
 PD0161'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PD0161'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0215 ***********************************************************************
 PE0215  DESIGNATION -  J 169
 PE0215  PID         -  PE0215
 PE0215  STATE/COUNTY-  ME/HANCOCK
 PE0215  USGS QUAD   -  WINTER HARBOR (1985)
 PE0215
 PE0215                         *CURRENT SURVEY CONTROL
 PE0215  ___________________________________________________________________
 PE0215* NAD 83(1986)-  44 25 20.     (N)    068 01 14.     (W)     SCALED    
 PE0215* NAVD 88     -        40.994  (meters)     134.49   (feet)  ADJUSTED  
 PE0215  ___________________________________________________________________
 PE0215  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 PE0215  DYNAMIC HT  -          40.992 (meters)     134.49  (feet)  COMP
 PE0215  MODELED GRAV-     980,563.5   (mgal)                       NAVD 88
 PE0215
 PE0215  VERT ORDER  -  SECOND    CLASS 0
 PE0215
 PE0215.The horizontal coordinates were scaled from a topographic map and have
 PE0215.an estimated accuracy of +/- 6 seconds.
 PE0215
 PE0215.The orthometric height was determined by differential leveling
 PE0215.and adjusted by the National Geodetic Survey in June 1991..
 PE0215
 PE0215.The geoid height was determined by GEOID03.
 PE0215
 PE0215.The dynamic height is computed by dividing the NAVD 88
 PE0215.geopotential number by the normal gravity value computed on the
 PE0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0215.degrees latitude (g = 980.6199 gals.).
 PE0215
 PE0215.The modeled gravity was interpolated from observed gravity values.
 PE0215
 PE0215;                    North         East    Units  Estimated Accuracy
 PE0215;SPC ME E     -    84,060.      338,180.      MT  (+/- 180 meters Scaled)
 PE0215
 PE0215                          SUPERSEDED SURVEY CONTROL
 PE0215
 PE0215  NGVD 29 (??/??/92)   41.189  (m)          135.13   (f) ADJ UNCH    2 0
 PE0215
 PE0215.Superseded values are not recommended for survey control.
 PE0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0215.See file dsdata.txt to determine how the superseded data were derived.
 PE0215
 PE0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK779192(NAD 83)
 PE0215_MARKER: DB = BENCH MARK DISK
 PE0215_SETTING: 66 = SET IN ROCK OUTCROP
 PE0215_SP_SET: BEDROCK
 PE0215_STAMPING: J 169 1966
 PE0215_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0215+STABILITY: POSITION/ELEVATION WELL
 PE0215
 PE0215  HISTORY     - Date     Condition        Report By
 PE0215  HISTORY     - 1966     MONUMENTED       CGS
 PE0215  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 PE0215
 PE0215                          STATION DESCRIPTION
 PE0215
 PE0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE0215'0.8 MI N FROM PROSPECT HARBOR.
 PE0215'0.8 MILE NORTH ALONG STATE HIGHWAY 186 FROM THE POST OFFICE AT
 PE0215'PROSPECT HARBOR, SET ON THE TOP OF THE HIGHEST PART OF A
 PE0215'90-BY-40 FOOT EXPOSED MASS OF BEDROCK, 40 FEET WEST OF THE CENTER
 PE0215'LINE OF THE HIGHWAY, 109 1/2 FEET SOUTHWEST OF AND ACROSS THE
 PE0215'HIGHWAY FROM TELEPHONE POLE NO. 203 AND ABOUT 2 FEET ABOVE THE
 PE0215'LEVEL OF THE HIGHWAY.
 PE0215
 PE0215                          STATION RECOVERY (1987)
 PE0215
 PE0215'RECOVERY NOTE BY US POWER SQUADRON 1987 (ELG)
 PE0215'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1283 ***********************************************************************
 PE1283  DESIGNATION -  J 17
 PE1283  PID         -  PE1283
 PE1283  STATE/COUNTY-  ME/LINCOLN
 PE1283  USGS QUAD   -  WISCASSET (1979)
 PE1283
 PE1283                         *CURRENT SURVEY CONTROL
 PE1283  ___________________________________________________________________
 PE1283* NAD 83(1986)-  44 00 18.     (N)    069 39 42.     (W)     SCALED    
 PE1283* NAVD 88     -         3.479  (meters)      11.41   (feet)  ADJUSTED  
 PE1283  ___________________________________________________________________
 PE1283  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 PE1283  DYNAMIC HT  -           3.479 (meters)      11.41  (feet)  COMP
 PE1283  MODELED GRAV-     980,520.6   (mgal)                       NAVD 88
 PE1283
 PE1283  VERT ORDER  -  SECOND    CLASS 0
 PE1283
 PE1283.The horizontal coordinates were scaled from a topographic map and have
 PE1283.an estimated accuracy of +/- 6 seconds.
 PE1283
 PE1283.The orthometric height was determined by differential leveling
 PE1283.and adjusted by the National Geodetic Survey in June 1991..
 PE1283
 PE1283.The geoid height was determined by GEOID03.
 PE1283
 PE1283.The dynamic height is computed by dividing the NAVD 88
 PE1283.geopotential number by the normal gravity value computed on the
 PE1283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1283.degrees latitude (g = 980.6199 gals.).
 PE1283
 PE1283.The modeled gravity was interpolated from observed gravity values.
 PE1283
 PE1283;                    North         East    Units  Estimated Accuracy
 PE1283;SPC ME W     -   130,290.      940,500.      MT  (+/- 180 meters Scaled)
 PE1283
 PE1283                          SUPERSEDED SURVEY CONTROL
 PE1283
 PE1283  NGVD 29 (??/??/92)    3.693  (m)           12.12   (f) ADJ UNCH    2 0
 PE1283
 PE1283.Superseded values are not recommended for survey control.
 PE1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1283.See file dsdata.txt to determine how the superseded data were derived.
 PE1283
 PE1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ469726(NAD 83)
 PE1283_MARKER: DB = BENCH MARK DISK
 PE1283_SETTING: 66 = SET IN ROCK OUTCROP
 PE1283_SP_SET: ROCK OUTCROP
 PE1283_STAMPING: J 17 1933
 PE1283_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1283+STABILITY: POSITION/ELEVATION WELL
 PE1283
 PE1283  HISTORY     - Date     Condition        Report By
 PE1283  HISTORY     - 1933     MONUMENTED       CGS
 PE1283  HISTORY     - 1963     GOOD             NGS
 PE1283  HISTORY     - 19910426 MARK NOT FOUND   USPSQD
 PE1283
 PE1283                          STATION DESCRIPTION
 PE1283
 PE1283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 PE1283'AT WISCASSET.
 PE1283'AT WISCASSET, ALONG THE MAINE CENTRAL RAILROAD, 0.25 MILE SOUTH
 PE1283'OF THE CROSSING OF U.S. HIGHWAY 1, 12 1/2 RAILS NORTHEAST OF THE
 PE1283'STATION, SET ON THE SLOPE OF A LARGE OUTCROP, 24.5 FEET SOUTHEAST
 PE1283'OF THE SOUTHEAST RAIL, 69 1/2 FEET SOUTHWEST OF THE SOUTHWEST
 PE1283'SIDE OF SIGNAL NO. R-493, 6 1/2 FEET NORTH OF THE HIGHEST PART
 PE1283'OF THE OUTCROP AND 1 FOOT ABOVE THE LEVEL OF THE TRACK.
 PE1283
 PE1283                          STATION RECOVERY (1991)
 PE1283
 PE1283'RECOVERY NOTE BY US POWER SQUADRON 1991 (RSL)
 PE1283'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0035 ***********************************************************************
 PE0035  DESIGNATION -  J 170
 PE0035  PID         -  PE0035
 PE0035  STATE/COUNTY-  ME/HANCOCK
 PE0035  USGS QUAD   -  ELLSWORTH (1981)
 PE0035
 PE0035                         *CURRENT SURVEY CONTROL
 PE0035  ___________________________________________________________________
 PE0035* NAD 83(1986)-  44 33 01.     (N)    068 23 12.     (W)     SCALED    
 PE0035* NAVD 88     -        52.907  (meters)     173.58   (feet)  ADJUSTED  
 PE0035  ___________________________________________________________________
 PE0035  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 PE0035  DYNAMIC HT  -          52.904 (meters)     173.57  (feet)  COMP
 PE0035  MODELED GRAV-     980,563.5   (mgal)                       NAVD 88
 PE0035
 PE0035  VERT ORDER  -  FIRST     CLASS I
 PE0035
 PE0035.The horizontal coordinates were scaled from a topographic map and have
 PE0035.an estimated accuracy of +/- 6 seconds.
 PE0035
 PE0035.The orthometric height was determined by differential leveling
 PE0035.and adjusted by the National Geodetic Survey in June 1991..
 PE0035
 PE0035.The geoid height was determined by GEOID03.
 PE0035
 PE0035.The dynamic height is computed by dividing the NAVD 88
 PE0035.geopotential number by the normal gravity value computed on the
 PE0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0035.degrees latitude (g = 980.6199 gals.).
 PE0035
 PE0035.The modeled gravity was interpolated from observed gravity values.
 PE0035
 PE0035;                    North         East    Units  Estimated Accuracy
 PE0035;SPC ME E     -    98,180.      309,010.      MT  (+/- 180 meters Scaled)
 PE0035
 PE0035                          SUPERSEDED SURVEY CONTROL
 PE0035
 PE0035  NGVD 29 (??/??/92)   53.097  (m)          174.20   (f) ADJ UNCH    1 1
 PE0035
 PE0035.Superseded values are not recommended for survey control.
 PE0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0035.See file dsdata.txt to determine how the superseded data were derived.
 PE0035
 PE0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK487331(NAD 83)
 PE0035_MARKER: DB = BENCH MARK DISK
 PE0035_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PE0035_SP_SET: 118.0 FEET
 PE0035_STAMPING: J 170 1966
 PE0035_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0035
 PE0035  HISTORY     - Date     Condition        Report By
 PE0035  HISTORY     - 1966     MONUMENTED       CGS
 PE0035  HISTORY     - 1978     GOOD             DMA
 PE0035
 PE0035                          STATION DESCRIPTION
 PE0035
 PE0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE0035'2.1 MI NE FROM ELLSWORTH.
 PE0035'ABOUT 2.1 MILES NORTHEAST ALONG THE MAINE CENTRAL RAILROAD
 PE0035'FROM THE OLD BRICK STATION AT ELLSWORTH, ABOUT 0.15 MILE NORTHEAST
 PE0035'OF MILEPOST P168/C102, 94 FEET EAST OF THE CENTER OF THE CROSSING
 PE0035'OF EAST MAIN STREET, 35.3 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 PE0035'37 FEET NORTH OF THE CENTER LINE OF THE STREET, 14 FEET NORTHWEST
 PE0035'OF POWER POLE 40, 1.1 FEET NORTHWEST OF A METAL WITNESS POST,
 PE0035'ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND IS A DISK
 PE0035'ON TOP OF A COPPER COATED STEEL ROD PROJECTING 0.2 FOOT AND
 PE0035'PROTECTED BY A 5-INCH IRON PIPE PROJECTING 0.5 FOOT.  THE ROD
 PE0035'WAS DRIVEN TO REFUSAL AT A DEPTH OF 118.0 FEET.
 PE0035
 PE0035                          STATION RECOVERY (1978)
 PE0035
 PE0035'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PE0035'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0728 ***********************************************************************
 PF0728  DESIGNATION -  J 171
 PF0728  PID         -  PF0728
 PF0728  STATE/COUNTY-  ME/ANDROSCOGGIN
 PF0728  USGS QUAD   -  MINOT (1981)
 PF0728
 PF0728                         *CURRENT SURVEY CONTROL
 PF0728  ___________________________________________________________________
 PF0728* NAD 83(1986)-  44 05 37.     (N)    070 21 00.     (W)     SCALED    
 PF0728* NAVD 88     -        79.439  (meters)     260.63   (feet)  ADJUSTED  
 PF0728  ___________________________________________________________________
 PF0728  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 PF0728  DYNAMIC HT  -          79.428 (meters)     260.59  (feet)  COMP
 PF0728  MODELED GRAV-     980,486.5   (mgal)                       NAVD 88
 PF0728
 PF0728  VERT ORDER  -  FIRST     CLASS II
 PF0728
 PF0728.The horizontal coordinates were scaled from a topographic map and have
 PF0728.an estimated accuracy of +/- 6 seconds.
 PF0728
 PF0728.The orthometric height was determined by differential leveling
 PF0728.and adjusted by the National Geodetic Survey in June 1991..
 PF0728
 PF0728.The geoid height was determined by GEOID03.
 PF0728
 PF0728.The dynamic height is computed by dividing the NAVD 88
 PF0728.geopotential number by the normal gravity value computed on the
 PF0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0728.degrees latitude (g = 980.6199 gals.).
 PF0728
 PF0728.The modeled gravity was interpolated from observed gravity values.
 PF0728
 PF0728;                    North         East    Units  Estimated Accuracy
 PF0728;SPC ME W     -   140,030.      885,320.      MT  (+/- 180 meters Scaled)
 PF0728
 PF0728                          SUPERSEDED SURVEY CONTROL
 PF0728
 PF0728.No superseded survey control is available for this station.
 PF0728
 PF0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ919831(NAD 83)
 PF0728_MARKER: DB = BENCH MARK DISK
 PF0728_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PF0728_SP_SET: STAINLESS STEEL ROD
 PF0728_STAMPING: J 171 1978
 PF0728_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0728
 PF0728  HISTORY     - Date     Condition        Report By
 PF0728  HISTORY     - 1978     MONUMENTED       NGS
 PF0728
 PF0728                          STATION DESCRIPTION
 PF0728
 PF0728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PF0728'1.0 MI NW FROM MINOT.
 PF0728'1.0 MI. NORTHWEST ALONG STATE HIGHWAY 121 FROM THE POST OFFICE AT
 PF0728'MINOT, 0.05 MI. NORTHWEST OF THE T-JUNCTION OF A DIRT ROAD LEADING
 PF0728'SOUTHWEST TO A SAND AND GRAVEL PIT, 182 FT. WEST OF THE WEST CORNER OF
 PF0728'A GRAY SHINGLE FRAME HOUSE(PHILIP DUNN RESIDENCE), 157 FT. NORTHWEST
 PF0728'OF POWER POLE 226, 20.5 FT. NORTHEAST OF THE CENTER LINE OF THE
 PF0728'HIGHWAY, 2.4 FT. SOUTHEAST OF POWER POLE 226.5, THE DISK IS 5 INCHES
 PF0728'BELOW THE SURFACE OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH A
 PF0728'4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0769 ***********************************************************************
 PF0769  DESIGNATION -  J 172
 PF0769  PID         -  PF0769
 PF0769  STATE/COUNTY-  ME/OXFORD
 PF0769  USGS QUAD   -  GREENWOOD (1967)
 PF0769
 PF0769                         *CURRENT SURVEY CONTROL
 PF0769  ___________________________________________________________________
 PF0769* NAD 83(1986)-  44 22 19.     (N)    070 38 34.     (W)     SCALED    
 PF0769* NAVD 88     -       218.738  (meters)     717.64   (feet)  ADJUSTED  
 PF0769  ___________________________________________________________________
 PF0769  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 PF0769  DYNAMIC HT  -         218.710 (meters)     717.55  (feet)  COMP
 PF0769  MODELED GRAV-     980,487.9   (mgal)                       NAVD 88
 PF0769
 PF0769  VERT ORDER  -  FIRST     CLASS II
 PF0769
 PF0769.The horizontal coordinates were scaled from a topographic map and have
 PF0769.an estimated accuracy of +/- 6 seconds.
 PF0769
 PF0769.The orthometric height was determined by differential leveling
 PF0769.and adjusted by the National Geodetic Survey in June 1991..
 PF0769
 PF0769.The geoid height was determined by GEOID03.
 PF0769
 PF0769.The dynamic height is computed by dividing the NAVD 88
 PF0769.geopotential number by the normal gravity value computed on the
 PF0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0769.degrees latitude (g = 980.6199 gals.).
 PF0769
 PF0769.The modeled gravity was interpolated from observed gravity values.
 PF0769
 PF0769;                    North         East    Units  Estimated Accuracy
 PF0769;SPC ME W     -   171,050.      862,050.      MT  (+/- 180 meters Scaled)
 PF0769
 PF0769                          SUPERSEDED SURVEY CONTROL
 PF0769
 PF0769.No superseded survey control is available for this station.
 PF0769
 PF0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK691144(NAD 83)
 PF0769_MARKER: DB = BENCH MARK DISK
 PF0769_SETTING: 66 = SET IN ROCK OUTCROP
 PF0769_SP_SET: OUTCROP
 PF0769_STAMPING: J 172 1978
 PF0769_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PF0769+STABILITY: POSITION/ELEVATION WELL
 PF0769
 PF0769  HISTORY     - Date     Condition        Report By
 PF0769  HISTORY     - 1978     MONUMENTED       NGS
 PF0769
 PF0769                          STATION DESCRIPTION
 PF0769
 PF0769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PF0769'0.45 MI SE FROM BRYANT POND.
 PF0769'0.25 MILE SOUTHEAST ALONG RAILROAD STREET FROM THE POST OFFICE AT
 PF0769'BRYANT POND, THENCE 0.20 MI. SOUTHEAST ALONG BIRCH STREET, OPPOSITE
 PF0769'A 2-STORY HOUSE AND GARAGE, 81.8 FT. EAST AND ACROSS THE CANADIAN
 PF0769'NATIONAL RAILROAD FROM THE CENTER LINE OF THE STREET, 94 FT. SOUTHEAST
 PF0769'OF POWER POLE 376, 78.4 FT. NORTHEAST OF POWER POLE 215, 7.1 FT. EAST
 PF0769'OF THE EAST RAIL, IN THE TOP OF A LOW GRANITE ROCK OUTCROP, 2 FT.
 PF0769'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0088 ***********************************************************************
 SF0088  DESIGNATION -  J 173
 SF0088  PID         -  SF0088
 SF0088  STATE/COUNTY-  ME/AROOSTOOK
 SF0088  USGS QUAD   -  FORT KENT NORTH (1985)
 SF0088
 SF0088                         *CURRENT SURVEY CONTROL
 SF0088  ___________________________________________________________________
 SF0088* NAD 83(1996)-  47 16 39.19718(N)    068 34 52.62272(W)     ADJUSTED  
 SF0088* NAVD 88     -       172.297  (meters)     565.28   (feet)  ADJUSTED  
 SF0088  ___________________________________________________________________
 SF0088  X           -   1,583,121.259 (meters)                     COMP
 SF0088  Y           -  -4,035,768.283 (meters)                     COMP
 SF0088  Z           -   4,662,862.937 (meters)                     COMP
 SF0088  LAPLACE CORR-           6.60  (seconds)                    DEFLEC99
 SF0088  ELLIP HEIGHT-         147.88  (meters)          (03/06/98) GPS OBS
 SF0088  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 SF0088  DYNAMIC HT  -         172.321 (meters)     565.36  (feet)  COMP
 SF0088  MODELED GRAV-     980,751.7   (mgal)                       NAVD 88
 SF0088
 SF0088  HORZ ORDER  -  FIRST
 SF0088  VERT ORDER  -  FIRST     CLASS II
 SF0088  ELLP ORDER  -  FOURTH    CLASS I
 SF0088
 SF0088.The horizontal coordinates were established by GPS observations
 SF0088.and adjusted by the National Geodetic Survey in March 1998..
 SF0088
 SF0088.The orthometric height was determined by differential leveling
 SF0088.and adjusted by the National Geodetic Survey in June 1991..
 SF0088
 SF0088.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SF0088
 SF0088.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0088
 SF0088.The ellipsoidal height was determined by GPS observations
 SF0088.and is referenced to NAD 83.
 SF0088
 SF0088.The geoid height was determined by GEOID03.
 SF0088
 SF0088.The dynamic height is computed by dividing the NAVD 88
 SF0088.geopotential number by the normal gravity value computed on the
 SF0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0088.degrees latitude (g = 980.6199 gals.).
 SF0088
 SF0088.The modeled gravity was interpolated from observed gravity values.
 SF0088
 SF0088;                    North         East     Units Scale Factor Converg.
 SF0088;SPC ME E     -   401,280.790   293,850.560   MT  0.99990046   -0 03 35.0
 SF0088;UTM  19      - 5,236,093.526   531,667.870   MT  0.99961232   +0 18 27.4
 SF0088
 SF0088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0088!SPC ME E     -   0.99997682  x   0.99990046  =   0.99987728
 SF0088!UTM  19      -   0.99997682  x   0.99961232  =   0.99958915
 SF0088
 SF0088                          SUPERSEDED SURVEY CONTROL
 SF0088
 SF0088  NAD 83(1992)-  47 16 39.19251(N)    068 34 52.61885(W) AD(       ) 1
 SF0088  ELLIP H (01/28/95)  148.05   (m)                       GP(       ) 4 2
 SF0088  NAD 83(1986)-  47 16 39.19886(N)    068 34 52.61814(W) AD(       ) 1
 SF0088  NGVD 29 (11/20/87)  172.44   (m)          565.7    (f) LEVELING    3  
 SF0088
 SF0088.Superseded values are not recommended for survey control.
 SF0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0088.See file dsdata.txt to determine how the superseded data were derived.
 SF0088
 SF0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN3166836094(NAD 83)
 SF0088_MARKER: DB = BENCH MARK DISK
 SF0088_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SF0088_SP_SET: STAINLESS STEEL ROD
 SF0088_STAMPING: J 173 1978
 SF0088_MAGNETIC: N = NO MAGNETIC MATERIAL
 SF0088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SF0088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SF0088+SATELLITE: SATELLITE OBSERVATIONS - 1985
 SF0088
 SF0088  HISTORY     - Date     Condition        Report By
 SF0088  HISTORY     - 1978     MONUMENTED       NGS
 SF0088  HISTORY     - 1985     GOOD             NGS
 SF0088
 SF0088                          STATION DESCRIPTION
 SF0088
 SF0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 SF0088'2.05 MI NE FROM FORT KENT.
 SF0088'2.05 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF STATE
 SF0088'HIGHWAY 11 AT FT. KENT, AT A COMBINATION SERVICE STATION AND GROCERY
 SF0088'STORE, OPPOSITE THE T-JUNCTION OF A RESIDENTIAL STREET LEADING
 SF0088'SOUTHEAST, 26.1 FT. NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 SF0088'67.8 FT. SOUTHEAST OF THE EAST CORNER OF THE STORE, 41.4 FT. NORTH-
 SF0088'EAST OF THE NORTHEAST END OF A 14 INCH METAL PIPE CULVERT UNDER
 SF0088'THE SOUTHWEST ENTRANCE TO A PARKING LOT, 1.6 FT. NORTHWEST OF POWER
 SF0088'POLE 81/S, THE DISK IS 4 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD
 SF0088'THROUGH A 4 INCH PLASTIC SCREW PLUG 1 INCH BELOW GROUND.
 SF0088
 SF0088                          STATION RECOVERY (1985)
 SF0088
 SF0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (MRM)
 SF0088'THE STATION WAS RECOVERED AT THIS DATE.
 SF0088'
 SF0088'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI)
 SF0088'NORTH-NORTHEAST OF FORT KENT, ALONG U.S. HIGHWAY 1, AT THE
 SF0088'NORTHEAST END OF A SMALL GRASS STRIP BETWEEN HIGHWAY AND PARKING
 SF0088'AREA TO A SMALL CONVENIENCE STORE.
 SF0088'OWNERSHIP--HIGHWAY RIGHT-OF-WAY.
 SF0088'
 SF0088'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE
 SF0088'HIGHWAY 161 IN FORT KENT, GO NORTH AND EAST FOR 0.8 KM (0.5 MI) ON
 SF0088'HIGHWAY 1 TO THE NORTHERN MAINE MEDICAL CENTER ON THE LEFT.
 SF0088'CONTINUE AHEAD FOR 1.6 KM (1.0 MI) ON HIGHWAY 1 TO A STREET RIGHT
 SF0088'AND THE STATION AND CONVENIENCE STORE ON THE LEFT.
 SF0088'
 SF0088'THE STATION IS A STANDARD NGS VERTICAL CONTROL DISK
 SF0088'STAMPED---J 173 1978---,
 SF0088'ATTACHED TO A STAINLESS STEEL ROD ENCASED IN A PLASTIC PIPE RECESSED
 SF0088'10 CM BELOW GROUND.  LOCATED
 SF0088'23.1 METERS (75.8 FT) EAST FROM THE WEST CORNER OF THE STORE,
 SF0088'16.0 METERS (52.5 FT) NORTHEAST FROM THE EXTENDED CENTER OF PARK
 SF0088'CIRCLE (STREET),
 SF0088'7.8 METERS (25.6 FT) NORTHWEST FROM THE APPROXIMATE CENTER OF THE
 SF0088'HIGHWAY,
 SF0088'0.4 METERS (1.3 FT) SOUTHWEST FROM A METAL WITNESS POST AND
 SF0088'0.2 METERS (0.7 FT) NORTHWEST FROM UTILITY POLE NUMBER 81 S.
 SF0088'
 SF0088'FAA AIRPORT SURVEYS, MAINE, OCTOBER-NOVEMBER 1985.
 SF0088'
 SF0088'THIS STATION SUITABLE FOR GPS SURVEYS.
 SF0088'
 SF0088'DESCRIBED BY G.R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1557 ***********************************************************************
 PE1557  DESIGNATION -  J 175
 PE1557  PID         -  PE1557
 PE1557  STATE/COUNTY-  ME/PENOBSCOT
 PE1557  USGS QUAD   -  BANGOR (1991)
 PE1557
 PE1557                         *CURRENT SURVEY CONTROL
 PE1557  ___________________________________________________________________
 PE1557* NAD 83(1986)-  44 51 40.     (N)    068 49 52.     (W)     SCALED    
 PE1557* NAVD 88     -        28.515  (meters)      93.55   (feet)  ADJUSTED  
 PE1557  ___________________________________________________________________
 PE1557  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 PE1557  DYNAMIC HT  -          28.514 (meters)      93.55  (feet)  COMP
 PE1557  MODELED GRAV-     980,583.2   (mgal)                       NAVD 88
 PE1557
 PE1557  VERT ORDER  -  FIRST     CLASS II
 PE1557
 PE1557.The horizontal coordinates were scaled from a topographic map and have
 PE1557.an estimated accuracy of +/- 6 seconds.
 PE1557
 PE1557.The orthometric height was determined by differential leveling
 PE1557.and adjusted by the National Geodetic Survey in June 1991..
 PE1557
 PE1557.The geoid height was determined by GEOID03.
 PE1557
 PE1557.The dynamic height is computed by dividing the NAVD 88
 PE1557.geopotential number by the normal gravity value computed on the
 PE1557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1557.degrees latitude (g = 980.6199 gals.).
 PE1557
 PE1557.The modeled gravity was interpolated from observed gravity values.
 PE1557
 PE1557;                    North         East    Units  Estimated Accuracy
 PE1557;SPC ME E     -   132,760.      273,830.      MT  (+/- 180 meters Scaled)
 PE1557
 PE1557                          SUPERSEDED SURVEY CONTROL
 PE1557
 PE1557.No superseded survey control is available for this station.
 PE1557
 PE1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK133675(NAD 83)
 PE1557_MARKER: DB = BENCH MARK DISK
 PE1557_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE1557_SP_SET: CONCRETE ABUTMENT
 PE1557_STAMPING: J 175 1978
 PE1557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE1557
 PE1557  HISTORY     - Date     Condition        Report By
 PE1557  HISTORY     - 1978     MONUMENTED       NGS
 PE1557  HISTORY     - 1980     GOOD             USGS
 PE1557  HISTORY     - 19910606 GOOD             USPSQD
 PE1557
 PE1557                          STATION DESCRIPTION
 PE1557
 PE1557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PE1557'5.35 MI NW FROM BANGOR.
 PE1557'5.35 MILES NORTHWEST ALONG STATE HIGHWAY 15 FROM ITS JUNCTION WITH
 PE1557'U.S. HIGHWAY 2, 0.1 MILE NORTHWEST OF HUDSON ROAD, 22.5 FT. SOUTH-
 PE1557'WEST OF THE CENTER LINE OF STATE HIGHWAY 15, 6.5 FT. NORTHEAST OF
 PE1557'THE SOUTHWEST END OF THE NORTH ABUTMENT OF A BRIDGE OVER
 PE1557'KENDUSKEAG STREAM.
 PE1557
 PE1557                          STATION RECOVERY (1980)
 PE1557
 PE1557'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 PE1557'RECOVERED IN GOOD CONDITION.
 PE1557
 PE1557                          STATION RECOVERY (1991)
 PE1557
 PE1557'RECOVERY NOTE BY US POWER SQUADRON 1991 (ELG)
 PE1557'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1105 ***********************************************************************
 QG1105  DESIGNATION -  J 176
 QG1105  PID         -  QG1105
 QG1105  STATE/COUNTY-  ME/PENOBSCOT
 QG1105  USGS QUAD   -  BRADFORD (1983)
 QG1105
 QG1105                         *CURRENT SURVEY CONTROL
 QG1105  ___________________________________________________________________
 QG1105* NAD 83(1986)-  45 07 06.     (N)    068 57 36.     (W)     SCALED    
 QG1105* NAVD 88     -       144.075  (meters)     472.69   (feet)  ADJUSTED  
 QG1105  ___________________________________________________________________
 QG1105  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 QG1105  DYNAMIC HT  -         144.072 (meters)     472.68  (feet)  COMP
 QG1105  MODELED GRAV-     980,590.4   (mgal)                       NAVD 88
 QG1105
 QG1105  VERT ORDER  -  FIRST     CLASS II
 QG1105
 QG1105.The horizontal coordinates were scaled from a topographic map and have
 QG1105.an estimated accuracy of +/- 6 seconds.
 QG1105
 QG1105.The orthometric height was determined by differential leveling
 QG1105.and adjusted by the National Geodetic Survey in June 1991..
 QG1105
 QG1105.The geoid height was determined by GEOID03.
 QG1105
 QG1105.The dynamic height is computed by dividing the NAVD 88
 QG1105.geopotential number by the normal gravity value computed on the
 QG1105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1105.degrees latitude (g = 980.6199 gals.).
 QG1105
 QG1105.The modeled gravity was interpolated from observed gravity values.
 QG1105
 QG1105;                    North         East    Units  Estimated Accuracy
 QG1105;SPC ME E     -   161,400.      263,810.      MT  (+/- 180 meters Scaled)
 QG1105
 QG1105                          SUPERSEDED SURVEY CONTROL
 QG1105
 QG1105.No superseded survey control is available for this station.
 QG1105
 QG1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK031960(NAD 83)
 QG1105_MARKER: DB = BENCH MARK DISK
 QG1105_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QG1105_SP_SET: STAINLESS STEEL ROD
 QG1105_STAMPING: J 176 1978
 QG1105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG1105
 QG1105  HISTORY     - Date     Condition        Report By
 QG1105  HISTORY     - 1978     MONUMENTED       NGS
 QG1105
 QG1105                          STATION DESCRIPTION
 QG1105
 QG1105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1105'6.9 MI SW FROM LAGRANGE.
 QG1105'6.9 MILES SOUTHWEST ALONG STATE HIGHWAY 155 FROM ITS JUNCTION WITH
 QG1105'STATE HIGHWAY 16, 18 FT. SOUTH OF THE CENTER LINE OF HIGHWAY ,
 QG1105'157 FT. EAST OF THE CENTER LINE OF STATE HIGHWAY 221, 4 FT. WEST OF
 QG1105'POWER POLE 84 1 WITH TWO GUY WIRES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0975 ***********************************************************************
 QG0975  DESIGNATION -  J 177
 QG0975  PID         -  QG0975
 QG0975  STATE/COUNTY-  ME/PISCATAQUIS
 QG0975  USGS QUAD   -  DOVER FOXCROFT (1983)
 QG0975
 QG0975                         *CURRENT SURVEY CONTROL
 QG0975  ___________________________________________________________________
 QG0975* NAD 83(1986)-  45 13 07.     (N)    069 08 55.     (W)     SCALED    
 QG0975* NAVD 88     -       163.641  (meters)     536.88   (feet)  ADJUSTED  
 QG0975  ___________________________________________________________________
 QG0975  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 QG0975  DYNAMIC HT  -         163.636 (meters)     536.86  (feet)  COMP
 QG0975  MODELED GRAV-     980,585.1   (mgal)                       NAVD 88
 QG0975
 QG0975  VERT ORDER  -  FIRST     CLASS II
 QG0975
 QG0975.The horizontal coordinates were scaled from a topographic map and have
 QG0975.an estimated accuracy of +/- 6 seconds.
 QG0975
 QG0975.The orthometric height was determined by differential leveling
 QG0975.and adjusted by the National Geodetic Survey in June 1991..
 QG0975
 QG0975.The geoid height was determined by GEOID03.
 QG0975
 QG0975.The dynamic height is computed by dividing the NAVD 88
 QG0975.geopotential number by the normal gravity value computed on the
 QG0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0975.degrees latitude (g = 980.6199 gals.).
 QG0975
 QG0975.The modeled gravity was interpolated from observed gravity values.
 QG0975
 QG0975;                    North         East    Units  Estimated Accuracy
 QG0975;SPC ME E     -   172,640.      249,060.      MT  (+/- 180 meters Scaled)
 QG0975
 QG0975                          SUPERSEDED SURVEY CONTROL
 QG0975
 QG0975.No superseded survey control is available for this station.
 QG0975
 QG0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL883072(NAD 83)
 QG0975_MARKER: DB = BENCH MARK DISK
 QG0975_SETTING: 66 = SET IN ROCK OUTCROP
 QG0975_SP_SET: ROCK OUTCROP
 QG0975_STAMPING: J 177 1978
 QG0975_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0975+STABILITY: POSITION/ELEVATION WELL
 QG0975
 QG0975  HISTORY     - Date     Condition        Report By
 QG0975  HISTORY     - 1978     MONUMENTED       NGS
 QG0975
 QG0975                          STATION DESCRIPTION
 QG0975
 QG0975'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG0975'4.9 MI NE FROM DOVER FOXCROFT.
 QG0975'4.9 MILES NORTHEAST ALONG STATE HIGHWAY 6 FROM ITS JUNCTION WITH
 QG0975'STATE HIGHWAY 15, 42.5 FT. NORTH OF THE CENTER LINE OF THE HIGHWAY,
 QG0975'65.6 FT. NORTHEAST OF A GRAVEL DRIVE LEADING NORTH INTO A PICNIC
 QG0975'AND REST AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1006 ***********************************************************************
 QG1006  DESIGNATION -  J 178
 QG1006  PID         -  QG1006
 QG1006  STATE/COUNTY-  ME/PISCATAQUIS
 QG1006  USGS QUAD   -  GUILFORD (1984)
 QG1006
 QG1006                         *CURRENT SURVEY CONTROL
 QG1006  ___________________________________________________________________
 QG1006* NAD 83(1986)-  45 11 03.     (N)    069 27 06.     (W)     SCALED    
 QG1006* NAVD 88     -       135.665  (meters)     445.09   (feet)  ADJUSTED  
 QG1006  ___________________________________________________________________
 QG1006  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 QG1006  DYNAMIC HT  -         135.661 (meters)     445.08  (feet)  COMP
 QG1006  MODELED GRAV-     980,584.2   (mgal)                       NAVD 88
 QG1006
 QG1006  VERT ORDER  -  FIRST     CLASS II
 QG1006
 QG1006.The horizontal coordinates were scaled from a topographic map and have
 QG1006.an estimated accuracy of +/- 6 seconds.
 QG1006
 QG1006.The orthometric height was determined by differential leveling
 QG1006.and adjusted by the National Geodetic Survey in June 1991..
 QG1006
 QG1006.The geoid height was determined by GEOID03.
 QG1006
 QG1006.The dynamic height is computed by dividing the NAVD 88
 QG1006.geopotential number by the normal gravity value computed on the
 QG1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1006.degrees latitude (g = 980.6199 gals.).
 QG1006
 QG1006.The modeled gravity was interpolated from observed gravity values.
 QG1006
 QG1006;                    North         East    Units  Estimated Accuracy
 QG1006;SPC ME E     -   169,050.      225,210.      MT  (+/- 180 meters Scaled)
 QG1006
 QG1006                          SUPERSEDED SURVEY CONTROL
 QG1006
 QG1006.No superseded survey control is available for this station.
 QG1006
 QG1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL645035(NAD 83)
 QG1006_MARKER: DB = BENCH MARK DISK
 QG1006_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QG1006_SP_SET: CONCRETE WINGWALL
 QG1006_STAMPING: J 178 1978
 QG1006_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG1006
 QG1006  HISTORY     - Date     Condition        Report By
 QG1006  HISTORY     - 1978     MONUMENTED       NGS
 QG1006
 QG1006                          STATION DESCRIPTION
 QG1006
 QG1006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1006'3.7 MI NW FROM GUILFORD.
 QG1006'3.7 MILES WEST ALONG STATE HIGHWAY 6 FROM THE GUILFORD MEMORIAL
 QG1006'BRIDGE OVER THE PISCATAQUIS RIVER, 16.8 FT SOUTHWEST OF THE CENTER
 QG1006'LINE OF THE HIGHWAY, SET IN TOP AND 13 FT NORTHEAST OF THE SOUTHWEST
 QG1006'END OF THE SOUTHWEST WINGWALL OF A BRIDGE OVER THE PISCATAQUIS
 QG1006'RIVER, NOTE- THE BRIDGE IS BUILT OVER MASSIVE BEDROCK WHICH EXTENDS
 QG1006'0.2 MILE EAST AND WEST OF THE BRIDGE ALONG THE RIVER BOTTOM, ALSO
 QG1006'0.2 MILE SOUTH ALONG STATE HIGHWAY 6 FROM ITS JUNCTION WITH STATE
 QG1006'HIGHWAY 16 IN ABBOT VILLAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1033 ***********************************************************************
 QG1033  DESIGNATION -  J 179
 QG1033  PID         -  QG1033
 QG1033  STATE/COUNTY-  ME/PISCATAQUIS
 QG1033  USGS QUAD   -  GREENVILLE (1989)
 QG1033
 QG1033                         *CURRENT SURVEY CONTROL
 QG1033  ___________________________________________________________________
 QG1033* NAD 83(1986)-  45 22 54.     (N)    069 35 50.     (W)     SCALED    
 QG1033* NAVD 88     -       393.511  (meters)    1291.04   (feet)  ADJUSTED  
 QG1033  ___________________________________________________________________
 QG1033  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 QG1033  DYNAMIC HT  -         393.491 (meters)    1290.98  (feet)  COMP
 QG1033  MODELED GRAV-     980,553.5   (mgal)                       NAVD 88
 QG1033
 QG1033  VERT ORDER  -  FIRST     CLASS II
 QG1033
 QG1033.The horizontal coordinates were scaled from a topographic map and have
 QG1033.an estimated accuracy of +/- 6 seconds.
 QG1033
 QG1033.The orthometric height was determined by differential leveling
 QG1033.and adjusted by the National Geodetic Survey in June 1991..
 QG1033
 QG1033.The geoid height was determined by GEOID03.
 QG1033
 QG1033.The dynamic height is computed by dividing the NAVD 88
 QG1033.geopotential number by the normal gravity value computed on the
 QG1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1033.degrees latitude (g = 980.6199 gals.).
 QG1033
 QG1033.The modeled gravity was interpolated from observed gravity values.
 QG1033
 QG1033;                    North         East    Units  Estimated Accuracy
 QG1033;SPC ME E     -   191,140.      214,070.      MT  (+/- 180 meters Scaled)
 QG1033
 QG1033                          SUPERSEDED SURVEY CONTROL
 QG1033
 QG1033.No superseded survey control is available for this station.
 QG1033
 QG1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL532255(NAD 83)
 QG1033_MARKER: DB = BENCH MARK DISK
 QG1033_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QG1033_SP_SET: STAINLESS STEEL ROD
 QG1033_STAMPING: J 179 1978
 QG1033_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG1033
 QG1033  HISTORY     - Date     Condition        Report By
 QG1033  HISTORY     - 1978     MONUMENTED       NGS
 QG1033
 QG1033                          STATION DESCRIPTION
 QG1033
 QG1033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1033'1.8 MI NE FROM SHIRLEY MILLS.
 QG1033'0.2 MILE EAST ALONG A PAVED ROAD FROM THE SHIRLEY MILLS TOWN HALL
 QG1033'TO THE Y JUNCTION OF 2 PAVED ROADS, THENCE 1.3 MILES NORTHEAST
 QG1033'ALONG A PAVED ROAD, THENCE 0.3 MILE NORTH ALONG STATE HIGHWAY 6,
 QG1033'39.5 FT EAST OF THE CENTER LINE OF THE HIGHWAY, 84.7 FT SOUTHWEST
 QG1033'OF THE SOUTHWEST CORNER OF A 2 STORY WOOD FRAME HOUSE, 22 FT NORTH
 QG1033'OF THE SOUTH ENTRANCE OF A CIRCULAR DRIVE LEADING EAST, 7 FT SOUTH
 QG1033'OF POWER POLE 928 109 WITH ONE TRANSFORMER AND TWO GUY WIRES LEADING
 QG1033'WEST OVER THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0892 ***********************************************************************
 PE0892  DESIGNATION -  J 18
 PE0892  PID         -  PE0892
 PE0892  STATE/COUNTY-  ME/KNOX
 PE0892  USGS QUAD   -  CAMDEN (1991)
 PE0892
 PE0892                         *CURRENT SURVEY CONTROL
 PE0892  ___________________________________________________________________
 PE0892* NAD 83(1986)-  44 12 32.     (N)    069 03 57.     (W)     SCALED    
 PE0892* NAVD 88     -        12.604  (meters)      41.35   (feet)  ADJUSTED  
 PE0892  ___________________________________________________________________
 PE0892  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 PE0892  DYNAMIC HT  -          12.602 (meters)      41.35  (feet)  COMP
 PE0892  MODELED GRAV-     980,525.5   (mgal)                       NAVD 88
 PE0892
 PE0892  VERT ORDER  -  SECOND    CLASS 0
 PE0892
 PE0892.The horizontal coordinates were scaled from a topographic map and have
 PE0892.an estimated accuracy of +/- 6 seconds.
 PE0892
 PE0892.The orthometric height was determined by differential leveling
 PE0892.and adjusted by the National Geodetic Survey in June 1991..
 PE0892
 PE0892.The geoid height was determined by GEOID03.
 PE0892
 PE0892.The dynamic height is computed by dividing the NAVD 88
 PE0892.geopotential number by the normal gravity value computed on the
 PE0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0892.degrees latitude (g = 980.6199 gals.).
 PE0892
 PE0892.The modeled gravity was interpolated from observed gravity values.
 PE0892
 PE0892;                    North         East    Units  Estimated Accuracy
 PE0892;SPC ME E     -    60,400.      254,780.      MT  (+/- 180 meters Scaled)
 PE0892
 PE0892                          SUPERSEDED SURVEY CONTROL
 PE0892
 PE0892  NGVD 29 (??/??/92)   12.817  (m)           42.05   (f) ADJ UNCH    2 0
 PE0892
 PE0892.Superseded values are not recommended for survey control.
 PE0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0892.See file dsdata.txt to determine how the superseded data were derived.
 PE0892
 PE0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ947950(NAD 83)
 PE0892_MARKER: DB = BENCH MARK DISK
 PE0892_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE0892_SP_SET: BUILDING LEDGE
 PE0892_STAMPING: J 18 1933 42.050
 PE0892_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0892_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PE0892+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2004
 PE0892
 PE0892  HISTORY     - Date     Condition        Report By
 PE0892  HISTORY     - 1933     MONUMENTED       CGS
 PE0892  HISTORY     - 1962     GOOD             NGS
 PE0892  HISTORY     - 20011105 GOOD             USPSQD
 PE0892  HISTORY     - 20040903 GOOD             USPSQD
 PE0892
 PE0892                          STATION DESCRIPTION
 PE0892
 PE0892'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PE0892'AT CAMDEN.
 PE0892'AT CAMDEN, KNOX COUNTY, ON CHESTNUT STREET, AT THE POST
 PE0892'OFFICE, IN A LEDGE AT THE SOUTHWEST CORNER OF THE BUILDING, 60
 PE0892'FEET EAST OF THE CENTERLINE OF CHESTNUT STREET, AND 3 FEET
 PE0892'ABOVE THE SIDEWALK.
 PE0892
 PE0892                          STATION RECOVERY (2001)
 PE0892
 PE0892'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 PE0892'RECOVERED IN GOOD CONDITION.
 PE0892
 PE0892                          STATION RECOVERY (2004)
 PE0892
 PE0892'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMW)
 PE0892'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1067 ***********************************************************************
 QG1067  DESIGNATION -  J 180
 QG1067  PID         -  QG1067
 QG1067  STATE/COUNTY-  ME/SOMERSET
 QG1067  USGS QUAD   -  MOOSEHEAD (1989)
 QG1067
 QG1067                         *CURRENT SURVEY CONTROL
 QG1067  ___________________________________________________________________
 QG1067* NAD 83(1986)-  45 35 52.     (N)    069 43 33.     (W)     SCALED    
 QG1067* NAVD 88     -       326.473  (meters)    1071.10   (feet)  ADJUSTED  
 QG1067  ___________________________________________________________________
 QG1067  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 QG1067  DYNAMIC HT  -         326.465 (meters)    1071.08  (feet)  COMP
 QG1067  MODELED GRAV-     980,583.0   (mgal)                       NAVD 88
 QG1067
 QG1067  VERT ORDER  -  FIRST     CLASS II
 QG1067
 QG1067.The horizontal coordinates were scaled from a topographic map and have
 QG1067.an estimated accuracy of +/- 6 seconds.
 QG1067
 QG1067.The orthometric height was determined by differential leveling
 QG1067.and adjusted by the National Geodetic Survey in June 1991..
 QG1067
 QG1067.The geoid height was determined by GEOID03.
 QG1067
 QG1067.The dynamic height is computed by dividing the NAVD 88
 QG1067.geopotential number by the normal gravity value computed on the
 QG1067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1067.degrees latitude (g = 980.6199 gals.).
 QG1067
 QG1067.The modeled gravity was interpolated from observed gravity values.
 QG1067
 QG1067;                    North         East    Units  Estimated Accuracy
 QG1067;SPC ME W     -   307,260.      934,390.      MT  (+/- 180 meters Scaled)
 QG1067
 QG1067                          SUPERSEDED SURVEY CONTROL
 QG1067
 QG1067.No superseded survey control is available for this station.
 QG1067
 QG1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL433496(NAD 83)
 QG1067_MARKER: DB = BENCH MARK DISK
 QG1067_SETTING: 66 = SET IN ROCK OUTCROP
 QG1067_SP_SET: ROCK OUTCROP
 QG1067_STAMPING: J 180 1978
 QG1067_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG1067+STABILITY: POSITION/ELEVATION WELL
 QG1067
 QG1067  HISTORY     - Date     Condition        Report By
 QG1067  HISTORY     - 1978     MONUMENTED       NGS
 QG1067
 QG1067                          STATION DESCRIPTION
 QG1067
 QG1067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1067'5.75 MI SOUTH FROM ROCKWOOD.
 QG1067'0.25 MILES SOUTHWEST ALONG LAKE STREET FROM THE ROCKWOOD POST OFFICE
 QG1067'THENCE 5.5 MILES SOUTH ALONG STATE HIGHWAY 6, 28.2 FT. EAST OF THE
 QG1067'CENTER LINE OF THE HIGHWAY, 0.15 MILES NORTH OF A CURVE IN THE ROAD,
 QG1067'24.4 FT. SOUTH OF POWER POLE 353 131, ALSO 0.6 MILES NORTH ALONG
 QG1067'STATE HIGHWAY 6 FROM THE NORTH ABUTMENT OF A HIGHWAY BRIDGE OVER THE
 QG1067'CANADIAN PACIFIC RAILWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0040 ***********************************************************************
 QH0040  DESIGNATION -  J 181
 QH0040  PID         -  QH0040
 QH0040  STATE/COUNTY-  ME/SOMERSET
 QH0040  USGS QUAD   -  LONG POND (1989)
 QH0040
 QH0040                         *CURRENT SURVEY CONTROL
 QH0040  ___________________________________________________________________
 QH0040* NAD 83(1986)-  45 36 14.     (N)    070 02 37.     (W)     SCALED    
 QH0040* NAVD 88     -       390.568  (meters)    1281.39   (feet)  ADJUSTED  
 QH0040  ___________________________________________________________________
 QH0040  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 QH0040  DYNAMIC HT  -         390.553 (meters)    1281.34  (feet)  COMP
 QH0040  MODELED GRAV-     980,565.4   (mgal)                       NAVD 88
 QH0040
 QH0040  VERT ORDER  -  FIRST     CLASS II
 QH0040
 QH0040.The horizontal coordinates were scaled from a topographic map and have
 QH0040.an estimated accuracy of +/- 6 seconds.
 QH0040
 QH0040.The orthometric height was determined by differential leveling
 QH0040.and adjusted by the National Geodetic Survey in June 1991..
 QH0040
 QH0040.The geoid height was determined by GEOID03.
 QH0040
 QH0040.The dynamic height is computed by dividing the NAVD 88
 QH0040.geopotential number by the normal gravity value computed on the
 QH0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QH0040.degrees latitude (g = 980.6199 gals.).
 QH0040
 QH0040.The modeled gravity was interpolated from observed gravity values.
 QH0040
 QH0040;                    North         East    Units  Estimated Accuracy
 QH0040;SPC ME W     -   307,850.      909,600.      MT  (+/- 180 meters Scaled)
 QH0040
 QH0040                          SUPERSEDED SURVEY CONTROL
 QH0040
 QH0040.No superseded survey control is available for this station.
 QH0040
 QH0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL186505(NAD 83)
 QH0040_MARKER: DB = BENCH MARK DISK
 QH0040_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QH0040_SP_SET: STAINLESS STEEL ROD
 QH0040_STAMPING: J 181 1978
 QH0040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QH0040
 QH0040  HISTORY     - Date     Condition        Report By
 QH0040  HISTORY     - 1978     MONUMENTED       NGS
 QH0040
 QH0040                          STATION DESCRIPTION
 QH0040
 QH0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QH0040'11.5 MI EAST FROM JACKMAN.
 QH0040'0.5 MILES SOUTH ALONG STATE HIGHWAY 6 FROM ITS JUNCTION WITH THE
 QH0040'CANADIAN PACIFIC RAILROAD AT JACKMAN, THENCE 11.05 MILES EAST ALONG
 QH0040'STATE HIGHWAY 6, 43.5 FT. NORTH-NORTHEAST OF THE CENTER LINE OF
 QH0040'THE HIGHWAY, 81.0 YARDS EAST OF THE EXTENDED CENTER LINE OF A GRAVEL
 QH0040'ROAD LEADING SOUTHWEST, 13.3 FT. WEST OF A TRIANGULAR BLAZED TREE
 QH0040'0.7 FT. IN DIAMETER, 10.0 FT. SOUTH OF A TRIANGULAR BLAZED TREE
 QH0040'0.7 FT. IN DIAMETER, 4.9 FT. SOUTHEAST OF A TRIANGULAR BLAZED TREE
 QH0040'0.7 FT. IN DIAMETER, THE DISC IS 2-INCHES BELOW GROUND, ACCESS TO
 QH0040'WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0062 ***********************************************************************
 QH0062  DESIGNATION -  J 182
 QH0062  PID         -  QH0062
 QH0062  STATE/COUNTY-  ME/SOMERSET
 QH0062  USGS QUAD   -  JACKMAN (1989)
 QH0062
 QH0062                         *CURRENT SURVEY CONTROL
 QH0062  ___________________________________________________________________
 QH0062* NAD 83(1986)-  45 39 49.     (N)    070 16 17.     (W)     SCALED    
 QH0062* NAVD 88     -       419.188  (meters)    1375.29   (feet)  ADJUSTED  
 QH0062  ___________________________________________________________________
 QH0062  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 QH0062  DYNAMIC HT  -         419.172 (meters)    1375.23  (feet)  COMP
 QH0062  MODELED GRAV-     980,566.0   (mgal)                       NAVD 88
 QH0062
 QH0062  VERT ORDER  -  FIRST     CLASS II
 QH0062
 QH0062.The horizontal coordinates were scaled from a topographic map and have
 QH0062.an estimated accuracy of +/- 6 seconds.
 QH0062
 QH0062.The orthometric height was determined by differential leveling
 QH0062.and adjusted by the National Geodetic Survey in June 1991..
 QH0062
 QH0062.The geoid height was determined by GEOID03.
 QH0062
 QH0062.The dynamic height is computed by dividing the NAVD 88
 QH0062.geopotential number by the normal gravity value computed on the
 QH0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QH0062.degrees latitude (g = 980.6199 gals.).
 QH0062
 QH0062.The modeled gravity was interpolated from observed gravity values.
 QH0062
 QH0062;                    North         East    Units  Estimated Accuracy
 QH0062;SPC ME W     -   314,490.      891,840.      MT  (+/- 180 meters Scaled)
 QH0062
 QH0062                          SUPERSEDED SURVEY CONTROL
 QH0062
 QH0062.No superseded survey control is available for this station.
 QH0062
 QH0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL009574(NAD 83)
 QH0062_MARKER: DB = BENCH MARK DISK
 QH0062_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QH0062_SP_SET: STAINLESS STEEL ROD
 QH0062_STAMPING: J 182 1978
 QH0062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QH0062
 QH0062  HISTORY     - Date     Condition        Report By
 QH0062  HISTORY     - 1978     MONUMENTED       NGS
 QH0062
 QH0062                          STATION DESCRIPTION
 QH0062
 QH0062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QH0062'3.0 MI NW FROM JACKMAN.
 QH0062'3.0 MILES NORTHWEST ALONG STATE HIGHWAY 6 FROM ITS JUNCTION WITH THE
 QH0062'CANADIAN PACIFIC RAILROAD AT JACKMAN, 38.3 FT. EAST-NORTHEAST OF THE
 QH0062'CENTER LINE OF THE HIGHWAY, 0.1 MILES SOUTHEAST OF THE SOUTH END OF
 QH0062'A CURVE IN THE ROAD, 27.5 FT. WEST-SOUTHWEST OF A TRIANGULAR BLAZED
 QH0062'TREE 0.6 FT. IN DIAMETER, 12.5 FT. NORTHWEST OF A TRIANGULAR BLAZED
 QH0062'TREE 0.5 FT. IN DIAMETER, 9.4 FT. EAST-NORTHEAST OF POWER POLE 150
 QH0062'WITH THREE GUY WIRES, ACCESS TO WHICH IS HAD THROUGH A 4-INCH
 QH0062'PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1132 ***********************************************************************
 QG1132  DESIGNATION -  J 183
 QG1132  PID         -  QG1132
 QG1132  STATE/COUNTY-  ME/PISCATAQUIS
 QG1132  USGS QUAD   -  HARDY POND (1988)
 QG1132
 QG1132                         *CURRENT SURVEY CONTROL
 QG1132  ___________________________________________________________________
 QG1132* NAD 83(1986)-  45 16 45.     (N)    068 51 10.     (W)     SCALED    
 QG1132* NAVD 88     -       106.498  (meters)     349.40   (feet)  ADJUSTED  
 QG1132  ___________________________________________________________________
 QG1132  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 QG1132  DYNAMIC HT  -         106.496 (meters)     349.40  (feet)  COMP
 QG1132  MODELED GRAV-     980,604.6   (mgal)                       NAVD 88
 QG1132
 QG1132  VERT ORDER  -  FIRST     CLASS II
 QG1132
 QG1132.The horizontal coordinates were scaled from a topographic map and have
 QG1132.an estimated accuracy of +/- 6 seconds.
 QG1132
 QG1132.The orthometric height was determined by differential leveling
 QG1132.and adjusted by the National Geodetic Survey in June 1991..
 QG1132
 QG1132.The geoid height was determined by GEOID03.
 QG1132
 QG1132.The dynamic height is computed by dividing the NAVD 88
 QG1132.geopotential number by the normal gravity value computed on the
 QG1132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1132.degrees latitude (g = 980.6199 gals.).
 QG1132
 QG1132.The modeled gravity was interpolated from observed gravity values.
 QG1132
 QG1132;                    North         East    Units  Estimated Accuracy
 QG1132;SPC ME E     -   179,230.      272,320.      MT  (+/- 180 meters Scaled)
 QG1132
 QG1132                          SUPERSEDED SURVEY CONTROL
 QG1132
 QG1132.No superseded survey control is available for this station.
 QG1132
 QG1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL115139(NAD 83)
 QG1132_MARKER: DB = BENCH MARK DISK
 QG1132_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QG1132_SP_SET: STAINLESS STEEL ROD
 QG1132_STAMPING: J 183 1978
 QG1132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG1132
 QG1132  HISTORY     - Date     Condition        Report By
 QG1132  HISTORY     - 1978     MONUMENTED       NGS
 QG1132
 QG1132                          STATION DESCRIPTION
 QG1132
 QG1132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1132'8.4 MI NE FROM MILO.
 QG1132'8.4 MILES EAST ALONG OLD STATE HIGHWAY 16 FROM THE POST OFFICE AT
 QG1132'MILO, 26.0 FT. NORTH FROM POWER POLE 47, 28.5 FT. WEST FROM THE CENTER
 QG1132'LINE OF THE HIGHWAY, AT THE SOUTH END AND ON THE OUTSIDE OF A CURVE,
 QG1132'THE DISK IS 6 INCHES BELOW THE GROUND, ACCESS TO WHICH IS HAD THROUGH
 QG1132'A 4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1162 ***********************************************************************
 QG1162  DESIGNATION -  J 184
 QG1162  PID         -  QG1162
 QG1162  STATE/COUNTY-  ME/PENOBSCOT
 QG1162  USGS QUAD   -  LINCOLN CENTER (1988)
 QG1162
 QG1162                         *CURRENT SURVEY CONTROL
 QG1162  ___________________________________________________________________
 QG1162* NAD 83(1986)-  45 25 16.     (N)    068 29 22.     (W)     SCALED    
 QG1162* NAVD 88     -        64.106  (meters)     210.32   (feet)  ADJUSTED  
 QG1162  ___________________________________________________________________
 QG1162  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 QG1162  DYNAMIC HT  -          64.106 (meters)     210.32  (feet)  COMP
 QG1162  MODELED GRAV-     980,622.7   (mgal)                       NAVD 88
 QG1162
 QG1162  VERT ORDER  -  FIRST     CLASS II
 QG1162
 QG1162.The horizontal coordinates were scaled from a topographic map and have
 QG1162.an estimated accuracy of +/- 6 seconds.
 QG1162
 QG1162.The orthometric height was determined by differential leveling
 QG1162.and adjusted by the National Geodetic Survey in June 1991..
 QG1162
 QG1162.The geoid height was determined by GEOID03.
 QG1162
 QG1162.The dynamic height is computed by dividing the NAVD 88
 QG1162.geopotential number by the normal gravity value computed on the
 QG1162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1162.degrees latitude (g = 980.6199 gals.).
 QG1162
 QG1162.The modeled gravity was interpolated from observed gravity values.
 QG1162
 QG1162;                    North         East    Units  Estimated Accuracy
 QG1162;SPC ME E     -   194,940.      300,830.      MT  (+/- 180 meters Scaled)
 QG1162
 QG1162                          SUPERSEDED SURVEY CONTROL
 QG1162
 QG1162.No superseded survey control is available for this station.
 QG1162
 QG1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL399298(NAD 83)
 QG1162_MARKER: DB = BENCH MARK DISK
 QG1162_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QG1162_SP_SET: STAINLESS STEEL ROD
 QG1162_STAMPING: J 184 1978
 QG1162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG1162
 QG1162  HISTORY     - Date     Condition        Report By
 QG1162  HISTORY     - 1978     MONUMENTED       NGS
 QG1162
 QG1162                          STATION DESCRIPTION
 QG1162
 QG1162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1162'7.3 MI SW FROM WINN.
 QG1162'5.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 2 FROM THE POST OFFICE AT
 QG1162'WINN TO A T-JUNCTION OF A PAVED ROAD LEADING NORTHWEST FROM THE
 QG1162'HIGHWAY, THENCE 0.4 MILES NORTHWEST ALONG THE PAVED ROAD ACROSS THE
 QG1162'PENOBSCOT RIVER TO A T-JUNCTION OF A PAVED ROAD LEADING NORTHEAST
 QG1162'AND SOUTHWEST, THENCE 0.5 MILES SOUTHWEST ALONG THE PAVED ROAD TO
 QG1162'A T-JUNCTION WITH STATE HIGHWAY 116 LEADING NORTHWEST AND SOUTHWEST,
 QG1162'THENCE 1.1 MILES SOUTHWEST ALONG STATE HIGHWAY 116, 57.0 FT. SOUTH-
 QG1162'WEST OF A GRAVEL DRIVE LEADING NORTHWEST FROM THE HIGHWAY, 23.3 FT.
 QG1162'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1.0 FT. SOUTHWEST OF
 QG1162'A POWER POLE, DISK IS 2 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD
 QG1162'THROUGH A 4 INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0493 ***********************************************************************
 RF0493  DESIGNATION -  J 185
 RF0493  PID         -  RF0493
 RF0493  STATE/COUNTY-  ME/AROOSTOOK
 RF0493  USGS QUAD   -  WINTERVILLE (1985)
 RF0493
 RF0493                         *CURRENT SURVEY CONTROL
 RF0493  ___________________________________________________________________
 RF0493* NAD 83(1986)-  46 58 48.     (N)    068 34 58.     (W)     SCALED    
 RF0493* NAVD 88     -       233.399  (meters)     765.74   (feet)  ADJUSTED  
 RF0493  ___________________________________________________________________
 RF0493  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 RF0493  DYNAMIC HT  -         233.425 (meters)     765.83  (feet)  COMP
 RF0493  MODELED GRAV-     980,718.3   (mgal)                       NAVD 88
 RF0493
 RF0493  VERT ORDER  -  FIRST     CLASS II
 RF0493
 RF0493.The horizontal coordinates were scaled from a topographic map and have
 RF0493.an estimated accuracy of +/- 6 seconds.
 RF0493
 RF0493.The orthometric height was determined by differential leveling
 RF0493.and adjusted by the National Geodetic Survey in June 1991..
 RF0493
 RF0493.The geoid height was determined by GEOID03.
 RF0493
 RF0493.The dynamic height is computed by dividing the NAVD 88
 RF0493.geopotential number by the normal gravity value computed on the
 RF0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0493.degrees latitude (g = 980.6199 gals.).
 RF0493
 RF0493.The modeled gravity was interpolated from observed gravity values.
 RF0493
 RF0493;                    North         East    Units  Estimated Accuracy
 RF0493;SPC ME E     -   368,200.      293,700.      MT  (+/- 180 meters Scaled)
 RF0493
 RF0493                          SUPERSEDED SURVEY CONTROL
 RF0493
 RF0493.No superseded survey control is available for this station.
 RF0493
 RF0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN317030(NAD 83)
 RF0493_MARKER: DB = BENCH MARK DISK
 RF0493_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RF0493_SP_SET: STAINLESS STEEL ROD
 RF0493_STAMPING: J 185 1978
 RF0493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0493
 RF0493  HISTORY     - Date     Condition        Report By
 RF0493  HISTORY     - 1978     MONUMENTED       NGS
 RF0493
 RF0493                          STATION DESCRIPTION
 RF0493
 RF0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0493'3.8 MI SOUTH FROM EAGLE LAKE.
 RF0493'3.8 MILES SOUTH ALONG STATE HIGHWAY 11 FROM ST. MARYS CHURCH AT
 RF0493'EAGLE ALKE, 1.2 MILES SOUTHEAST OF THE T-JUNCTION OF A PAVED ROAD
 RF0493'LEADING WEST,31.9 DR, BIERGWAR ID RGW XWBRWE KUBW ID RGW GUFGQT,
 RF0493'LEADING WEST, 31.9 FT. NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 RF0493'1.9 FT. SOUTHEAST OF POWER POLE 103, THE DISK IS 2-INCHES BELOW
 RF0493'GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG
 RF0493'1-INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0466 ***********************************************************************
 RF0466  DESIGNATION -  J 186
 RF0466  PID         -  RF0466
 RF0466  STATE/COUNTY-  ME/AROOSTOOK
 RF0466  USGS QUAD   -  PORTAGE LAKE EAST (1986)
 RF0466
 RF0466                         *CURRENT SURVEY CONTROL
 RF0466  ___________________________________________________________________
 RF0466* NAD 83(1986)-  46 46 12.     (N)    068 27 56.     (W)     SCALED    
 RF0466* NAVD 88     -       271.363  (meters)     890.30   (feet)  ADJUSTED  
 RF0466  ___________________________________________________________________
 RF0466  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 RF0466  DYNAMIC HT  -         271.391 (meters)     890.39  (feet)  COMP
 RF0466  MODELED GRAV-     980,709.7   (mgal)                       NAVD 88
 RF0466
 RF0466  VERT ORDER  -  FIRST     CLASS II
 RF0466
 RF0466.The horizontal coordinates were scaled from a topographic map and have
 RF0466.an estimated accuracy of +/- 6 seconds.
 RF0466
 RF0466.The orthometric height was determined by differential leveling
 RF0466.and adjusted by the National Geodetic Survey in June 1991..
 RF0466
 RF0466.The geoid height was determined by GEOID03.
 RF0466
 RF0466.The dynamic height is computed by dividing the NAVD 88
 RF0466.geopotential number by the normal gravity value computed on the
 RF0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0466.degrees latitude (g = 980.6199 gals.).
 RF0466
 RF0466.The modeled gravity was interpolated from observed gravity values.
 RF0466
 RF0466;                    North         East    Units  Estimated Accuracy
 RF0466;SPC ME E     -   344,860.      302,630.      MT  (+/- 180 meters Scaled)
 RF0466
 RF0466                          SUPERSEDED SURVEY CONTROL
 RF0466
 RF0466.No superseded survey control is available for this station.
 RF0466
 RF0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM408797(NAD 83)
 RF0466_MARKER: DB = BENCH MARK DISK
 RF0466_SETTING: 66 = SET IN ROCK OUTCROP
 RF0466_SP_SET: BEDROCK
 RF0466_STAMPING: J 186 1978
 RF0466_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0466+STABILITY: POSITION/ELEVATION WELL
 RF0466
 RF0466  HISTORY     - Date     Condition        Report By
 RF0466  HISTORY     - 1978     MONUMENTED       NGS
 RF0466
 RF0466                          STATION DESCRIPTION
 RF0466
 RF0466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0466'0.9 MI NE FROM PORTAGE.
 RF0466'0.9 MILE NORTHEAST ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT
 RF0466'PORTAGE, 0.2 MILE NORTH OF THE T JUNCTION OF A DIRT ROAD LEADING WEST
 RF0466'OPPOSITE POWER POLE 8 245, IN THE TOP OF A LOW SHALE OUTCROP, 90.0
 RF0466'FT. WEST OF THE CENTER LINE OF THE HIGHWAY, 125.3 FT. SOUTHWEST OF
 RF0466'THE POLE, 103.0 FT. NORTHWEST OF THE NORTH END OF A 16.1 INCH METAL
 RF0466'PIPE CULVERT, 224.0 FT. NORTH OF THE NORTHEAST CORNER OF A LONE 2
 RF0466'STORY HOUSE ADJACENT TO A GOLF COURSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0370 ***********************************************************************
 RF0370  DESIGNATION -  J 187
 RF0370  PID         -  RF0370
 RF0370  STATE/COUNTY-  ME/AROOSTOOK
 RF0370  USGS QUAD   -  GREENLAW POND (1986)
 RF0370
 RF0370                         *CURRENT SURVEY CONTROL
 RF0370  ___________________________________________________________________
 RF0370* NAD 83(1986)-  46 39 15.     (N)    068 42 06.     (W)     SCALED    
 RF0370* NAVD 88     -       353.713  (meters)    1160.47   (feet)  ADJUSTED  
 RF0370  ___________________________________________________________________
 RF0370  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 RF0370  DYNAMIC HT  -         353.741 (meters)    1160.57  (feet)  COMP
 RF0370  MODELED GRAV-     980,681.9   (mgal)                       NAVD 88
 RF0370
 RF0370  VERT ORDER  -  FIRST     CLASS II
 RF0370
 RF0370.The horizontal coordinates were scaled from a topographic map and have
 RF0370.an estimated accuracy of +/- 6 seconds.
 RF0370
 RF0370.The orthometric height was determined by differential leveling
 RF0370.and adjusted by the National Geodetic Survey in June 1991..
 RF0370
 RF0370.The geoid height was determined by GEOID03.
 RF0370
 RF0370.The dynamic height is computed by dividing the NAVD 88
 RF0370.geopotential number by the normal gravity value computed on the
 RF0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0370.degrees latitude (g = 980.6199 gals.).
 RF0370
 RF0370.The modeled gravity was interpolated from observed gravity values.
 RF0370
 RF0370;                    North         East    Units  Estimated Accuracy
 RF0370;SPC ME E     -   332,000.      284,570.      MT  (+/- 180 meters Scaled)
 RF0370
 RF0370                          SUPERSEDED SURVEY CONTROL
 RF0370
 RF0370.No superseded survey control is available for this station.
 RF0370
 RF0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM228667(NAD 83)
 RF0370_MARKER: DB = BENCH MARK DISK
 RF0370_SETTING: 66 = SET IN ROCK OUTCROP
 RF0370_SP_SET: ROCK OUTCROP
 RF0370_STAMPING: J 187 1978
 RF0370_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0370+STABILITY: POSITION/ELEVATION WELL
 RF0370
 RF0370  HISTORY     - Date     Condition        Report By
 RF0370  HISTORY     - 1978     MONUMENTED       NGS
 RF0370
 RF0370                          STATION DESCRIPTION
 RF0370
 RF0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0370'9.35 MI WEST FROM SIX MILE CHECK POINT.
 RF0370'9.35 MILES WEST ALONG AMERICAN REALTY ROAD FROM SIX MILE CHECK POINT,
 RF0370'0.55 MILES EAST OF MILE MARKER 16, 0.45 MILES EAST OF THE T-JUNCTION
 RF0370'OF A LOGGING ROAD LEADING SOUTH, AT THE T-JUNCTION OF A LOGGING ROAD
 RF0370'LEADING NORTH, 157.0 FT. NORTH ALONG THE LOGGING ROAD FROM THE CENTER
 RF0370'LINE OF THE ROAD, 23.0 FT. EAST OF THE CENTER LINE OF THE LOGGING
 RF0370'ROAD, 6.0 FT. SOUTH OF THE CENTER LINE OF AN EAST-WEST WOODS ROAD, IN
 RF0370'THE TOP OF A 3 BY 4-FT. ROCK OUTCROP, 1.0 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1187 ***********************************************************************
 QG1187  CBN         -  This is a Cooperative Base Network Control Station.
 QG1187  DESIGNATION -  J 187 X
 QG1187  PID         -  QG1187
 QG1187  STATE/COUNTY-  ME/AROOSTOOK
 QG1187  USGS QUAD   -  REED POND (1988)
 QG1187
 QG1187                         *CURRENT SURVEY CONTROL
 QG1187  ___________________________________________________________________
 QG1187* NAD 83(1996)-  45 43 26.38914(N)    068 08 36.11780(W)     ADJUSTED  
 QG1187* NAVD 88     -       164.748  (meters)     540.51   (feet)  ADJUSTED  
 QG1187  ___________________________________________________________________
 QG1187  X           -   1,660,554.715 (meters)                     COMP
 QG1187  Y           -  -4,139,810.884 (meters)                     COMP
 QG1187  Z           -   4,543,985.095 (meters)                     COMP
 QG1187  LAPLACE CORR-           2.21  (seconds)                    DEFLEC99
 QG1187  ELLIP HEIGHT-         140.93  (meters)          (04/26/01) GPS OBS
 QG1187  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 QG1187  DYNAMIC HT  -         164.752 (meters)     540.52  (feet)  COMP
 QG1187  MODELED GRAV-     980,638.6   (mgal)                       NAVD 88
 QG1187
 QG1187  HORZ ORDER  -  A
 QG1187  VERT ORDER  -  FIRST     CLASS II
 QG1187  ELLP ORDER  -  FOURTH    CLASS I
 QG1187
 QG1187.The horizontal coordinates were established by GPS observations
 QG1187.and adjusted by the National Geodetic Survey in April 2001..
 QG1187
 QG1187.The orthometric height was determined by differential leveling
 QG1187.and adjusted by the National Geodetic Survey in June 1991..
 QG1187
 QG1187.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QG1187
 QG1187.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1187
 QG1187.The ellipsoidal height was determined by GPS observations
 QG1187.and is referenced to NAD 83.
 QG1187
 QG1187.The geoid height was determined by GEOID03.
 QG1187
 QG1187.The dynamic height is computed by dividing the NAVD 88
 QG1187.geopotential number by the normal gravity value computed on the
 QG1187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1187.degrees latitude (g = 980.6199 gals.).
 QG1187
 QG1187.The modeled gravity was interpolated from observed gravity values.
 QG1187
 QG1187;                    North         East     Units Scale Factor Converg.
 QG1187;SPC ME E     -   228,661.528   327,760.299   MT  0.99990947   +0 15 19.2
 QG1187;UTM  19      - 5,063,739.211   566,660.121   MT  0.99965463   +0 36 48.1
 QG1187
 QG1187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1187!SPC ME E     -   0.99997791  x   0.99990947  =   0.99988738
 QG1187!UTM  19      -   0.99997791  x   0.99965463  =   0.99963254
 QG1187
 QG1187                          SUPERSEDED SURVEY CONTROL
 QG1187
 QG1187  NAVD 88 (04/26/01)  164.75   (m)          540.5    (f) LEVELING    3  
 QG1187
 QG1187.Superseded values are not recommended for survey control.
 QG1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1187.See file dsdata.txt to determine how the superseded data were derived.
 QG1187
 QG1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL6666063739(NAD 83)
 QG1187_MARKER: DV = VERTICAL CONTROL DISK
 QG1187_SETTING: 66 = SET IN ROCK OUTCROP
 QG1187_SP_SET: ROCK OUTCROP
 QG1187_STAMPING: J 187 X 1978
 QG1187_MARK LOGO: NGS   
 QG1187_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QG1187_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG1187+STABILITY: POSITION/ELEVATION WELL
 QG1187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QG1187+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2000
 QG1187
 QG1187  HISTORY     - Date     Condition        Report By
 QG1187  HISTORY     - 1978     MONUMENTED       NGS
 QG1187  HISTORY     - 20000705 GOOD             MEDT
 QG1187
 QG1187                          STATION DESCRIPTION
 QG1187
 QG1187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1187'REED.
 QG1187'146.6 FT. SOUTHEAST OF CENTER LINE OF U.S. HIGHWAY 2A, 38.8 FT. WEST
 QG1187'OF CENTER LINE OF STATE HIGHWAY 171 AT REED, 95.2 FT. NORTHWEST OF
 QG1187'AND ACROSS STATE HIGHWAY 171 FROM A POWER POLE WITH 2 GUY WIRES TO
 QG1187'GROUND, 41.6 FT. NORTHEAST OF THE NORTHEAST CORNER OF A WOOD SHED,
 QG1187'31.1 FT. SOUTHEAST OF THE SOUTHEAST CORNER OF A TWO STORY WOOD FRAME
 QG1187'HOUSE BELONGING TO A. SPRINGER. DISK SET IN TOP OF ROCK OUTCROP IN
 QG1187'YARD.
 QG1187
 QG1187                          STATION RECOVERY (2000)
 QG1187
 QG1187'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 2000 (TL)
 QG1187'THE STATION IS LOCATED ABOUT 175 FT (53.3 M) SOUTH OF THE JUNCTION OF
 QG1187'US HIGHWAY 2A AND STATE HIGHWAY 171 IN REED PLANTATION, IN A LAWN
 QG1187'BEHIND A TWO-STORY WOOD FRAME HOUSE.  OWNERSHIP--WILLARD S. HANNINGTON
 QG1187'AND SONS INC. FOREST PRODUCTS, WYTOPITLOCK ME, PHONE 207-456-7511.
 QG1187'THE STATION IS SET IN A 0.5 M (1.6 FT) ROCK OUTCROP FLUSH WITH GROUND.
 QG1187'LOCATED 94.8 FT (28.9 M) NORTHWEST OF UTILITY POLE NUMBER 243A/379
 QG1187'WITH 2 GUY WIRES, 43.8 FT (13.4 M) SOUTHEAST OF SOUTHWEST FOUNDATION
 QG1187'CORNER OF HOUSE, 41.6 FT (12.7 M) EAST-NORTHEAST OF NORTHEAST CORNER
 QG1187'OF WOODEN SHED AND 11.26 FT (3.43 M) SOUTHEAST OF THE TOP CENTER OF A
 QG1187'6 INCH DIAMETER WELL CASING PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0395 ***********************************************************************
 RF0395  DESIGNATION -  J 188
 RF0395  PID         -  RF0395
 RF0395  STATE/COUNTY-  ME/AROOSTOOK
 RF0395  USGS QUAD   -  FIFTH MUSQUACOOK LAKE (1986)
 RF0395
 RF0395                         *CURRENT SURVEY CONTROL
 RF0395  ___________________________________________________________________
 RF0395* NAD 83(1986)-  46 37 07.     (N)    069 03 22.     (W)     SCALED    
 RF0395* NAVD 88     -       413.995  (meters)    1358.25   (feet)  ADJUSTED  
 RF0395  ___________________________________________________________________
 RF0395  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 RF0395  DYNAMIC HT  -         414.022 (meters)    1358.34  (feet)  COMP
 RF0395  MODELED GRAV-     980,664.8   (mgal)                       NAVD 88
 RF0395
 RF0395  VERT ORDER  -  FIRST     CLASS II
 RF0395
 RF0395.The horizontal coordinates were scaled from a topographic map and have
 RF0395.an estimated accuracy of +/- 6 seconds.
 RF0395
 RF0395.The orthometric height was determined by differential leveling
 RF0395.and adjusted by the National Geodetic Survey in June 1991..
 RF0395
 RF0395.The geoid height was determined by GEOID03.
 RF0395
 RF0395.The dynamic height is computed by dividing the NAVD 88
 RF0395.geopotential number by the normal gravity value computed on the
 RF0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0395.degrees latitude (g = 980.6199 gals.).
 RF0395
 RF0395.The modeled gravity was interpolated from observed gravity values.
 RF0395
 RF0395;                    North         East    Units  Estimated Accuracy
 RF0395;SPC ME E     -   328,180.      257,410.      MT  (+/- 180 meters Scaled)
 RF0395
 RF0395                          SUPERSEDED SURVEY CONTROL
 RF0395
 RF0395.No superseded survey control is available for this station.
 RF0395
 RF0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM957627(NAD 83)
 RF0395_MARKER: DB = BENCH MARK DISK
 RF0395_SETTING: 66 = SET IN ROCK OUTCROP
 RF0395_SP_SET: OUTCROP
 RF0395_STAMPING: J 188 1978
 RF0395_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0395+STABILITY: POSITION/ELEVATION WELL
 RF0395
 RF0395  HISTORY     - Date     Condition        Report By
 RF0395  HISTORY     - 1978     MONUMENTED       NGS
 RF0395
 RF0395                          STATION DESCRIPTION
 RF0395
 RF0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0395'5.9 MI EAST FROM MUSQUACOOK CHECK POINT.
 RF0395'5.9 MILES EAST ALONG THE MAIN TRAVELED GRAVEL ROAD FROM MUSQUACOOK
 RF0395'CHECK POINT, 0.05 MILES EAST OF THE APPROXIMATE CENTER OF A LARGE
 RF0395'LOGGED OUT AREA, ABOUT 170 FEET WEST OF THE CREST OF A HILL, 50.0 FEET
 RF0395'NORTH OF THE CENTER LINE OF THE ROAD, 35.0 FEET NORTHEAST OF A 15-
 RF0395'INCH TRIANGLE BLAZED FIR TREE. IN THE TOP OF A 3 BY 2-FOOT OUTCROP,
 RF0395'2 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0442 ***********************************************************************
 RF0442  DESIGNATION -  J 189
 RF0442  PID         -  RF0442
 RF0442  STATE/COUNTY-  ME/AROOSTOOK
 RF0442  USGS QUAD   -  BEAVER POND SE (1986)
 RF0442
 RF0442                         *CURRENT SURVEY CONTROL
 RF0442  ___________________________________________________________________
 RF0442* NAD 83(1986)-  46 34 36.     (N)    069 50 30.     (W)     SCALED    
 RF0442* NAVD 88     -       331.864  (meters)    1088.79   (feet)  ADJUSTED  
 RF0442  ___________________________________________________________________
 RF0442  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 RF0442  DYNAMIC HT  -         331.874 (meters)    1088.82  (feet)  COMP
 RF0442  MODELED GRAV-     980,633.5   (mgal)                       NAVD 88
 RF0442  OBS GRAVITY -     980,633.5   (mgal)                       GRAV_OBS
 RF0442
 RF0442  VERT ORDER  -  FIRST     CLASS II
 RF0442
 RF0442.The horizontal coordinates were scaled from a topographic map and have
 RF0442.an estimated accuracy of +/- 6 seconds.
 RF0442
 RF0442.The orthometric height was determined by differential leveling
 RF0442.and adjusted by the National Geodetic Survey in June 1991..
 RF0442
 RF0442.The geoid height was determined by GEOID03.
 RF0442
 RF0442.The dynamic height is computed by dividing the NAVD 88
 RF0442.geopotential number by the normal gravity value computed on the
 RF0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0442.degrees latitude (g = 980.6199 gals.).
 RF0442
 RF0442.The modeled gravity was interpolated from observed gravity values.
 RF0442.The observed gravity was obtained from relative gravimeter ties
 RF0442.to the IGSN71 gravity network.
 RF0442
 RF0442;                    North         East    Units  Estimated Accuracy
 RF0442;SPC ME E     -   324,240.      197,170.      MT  (+/- 180 meters Scaled)
 RF0442
 RF0442                          SUPERSEDED SURVEY CONTROL
 RF0442
 RF0442.No superseded survey control is available for this station.
 RF0442
 RF0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM355584(NAD 83)
 RF0442_MARKER: DB = BENCH MARK DISK
 RF0442_SETTING: 66 = SET IN ROCK OUTCROP
 RF0442_SP_SET: OUTCROP
 RF0442_STAMPING: J 189 1978
 RF0442_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0442+STABILITY: POSITION/ELEVATION WELL
 RF0442
 RF0442  HISTORY     - Date     Condition        Report By
 RF0442  HISTORY     - 1978     MONUMENTED       NGS
 RF0442  HISTORY     - 1982     GOOD             NGS
 RF0442
 RF0442                          STATION DESCRIPTION
 RF0442
 RF0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0442'9.0 MI EAST FROM DAAQUAM.
 RF0442'9.0 MILES EAST ALONG THE MAIN TRAVELED GRAVEL ROAD FROM THE U.S.
 RF0442'CUSTOMS OFFICE AT DAAQUAM, 1.1 MILES EAST OF A SMALL WOODEN BRIDGE
 RF0442'OVER A STREAM, 1.3 MILES WEST OF THE SOUTHEAST END OF A BRIDGE OVER
 RF0442'THE ST. JOHN RIVER, INSIDE A CURVE, ABOUT 30 FEET EAST ALONG THE
 RF0442'ROAD FROM THE BOTTOM OF A GRADE, 37.6 FEET NORTH OF THE CENTER LINE
 RF0442'OF THE ROAD, 32.7 FEET NORTHEAST OF THE NORTH END OF AN 18-INCH
 RF0442'METAL PIPE CULVERT UNDER THE ROAD, 29.7 FEET SOUTHWEST OF A 12-INCH
 RF0442'FIR TREE IN THE TOP OF THE HIGHEST POINT OF A 5 BY 3-FOOT SMOOTH
 RF0442'OUTCROP, FLUSH WITH GROUND.
 RF0442
 RF0442                          STATION RECOVERY (1982)
 RF0442
 RF0442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RF0442'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0590 ***********************************************************************
 PE0590  DESIGNATION -  J 19
 PE0590  PID         -  PE0590
 PE0590  STATE/COUNTY-  ME/WALDO
 PE0590  USGS QUAD   -  HAMPDEN (1982)
 PE0590
 PE0590                         *CURRENT SURVEY CONTROL
 PE0590  ___________________________________________________________________
 PE0590* NAD 83(1986)-  44 42 41.     (N)    068 52 18.     (W)     SCALED    
 PE0590* NAVD 88     -        54.658  (meters)     179.32   (feet)  ADJUSTED  
 PE0590  ___________________________________________________________________
 PE0590  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 PE0590  DYNAMIC HT  -          54.656 (meters)     179.32  (feet)  COMP
 PE0590  MODELED GRAV-     980,565.6   (mgal)                       NAVD 88
 PE0590
 PE0590  VERT ORDER  -  SECOND    CLASS 0
 PE0590
 PE0590.The horizontal coordinates were scaled from a topographic map and have
 PE0590.an estimated accuracy of +/- 6 seconds.
 PE0590
 PE0590.The orthometric height was determined by differential leveling
 PE0590.and adjusted by the National Geodetic Survey in June 1991..
 PE0590
 PE0590.The geoid height was determined by GEOID03.
 PE0590
 PE0590.The dynamic height is computed by dividing the NAVD 88
 PE0590.geopotential number by the normal gravity value computed on the
 PE0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0590.degrees latitude (g = 980.6199 gals.).
 PE0590
 PE0590.The modeled gravity was interpolated from observed gravity values.
 PE0590
 PE0590;                    North         East    Units  Estimated Accuracy
 PE0590;SPC ME E     -   116,140.      270,550.      MT  (+/- 180 meters Scaled)
 PE0590
 PE0590                          SUPERSEDED SURVEY CONTROL
 PE0590
 PE0590  NGVD 29 (??/??/92)   54.871  (m)          180.02   (f) ADJ UNCH    2 0
 PE0590
 PE0590.Superseded values are not recommended for survey control.
 PE0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0590.See file dsdata.txt to determine how the superseded data were derived.
 PE0590
 PE0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK101508(NAD 83)
 PE0590_MARKER: DB = BENCH MARK DISK
 PE0590_SETTING: 80 = SET IN A BOULDER
 PE0590_SP_SET: BOULDER
 PE0590_STAMPING: 180.023 J 19 1933
 PE0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0590+STABILITY: SURFACE MOTION
 PE0590
 PE0590  HISTORY     - Date     Condition        Report By
 PE0590  HISTORY     - 1933     MONUMENTED       CGS
 PE0590  HISTORY     - 1934     GOOD             NGS
 PE0590
 PE0590                          STATION DESCRIPTION
 PE0590
 PE0590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PE0590'4 MI N FROM WINTERPORT.
 PE0590'IN PENOBSCOT COUNTY, 4.0 MILES NORTH ALONG THE BANGOR AND
 PE0590'AROOSTOOK RAILROAD FROM THE STATION AT WINTERPORT, WALDO COUNTY,
 PE0590'AT MILEAGE 23.82, 110 FEET EAST OF THE CENTERLINE OF THE TRACK,
 PE0590'IN THE TOP OF A LARGE 6- BY 4-FOOT BOULDER, AND 6 FEET BELOW
 PE0590'THE BASE OF THE RAIL.  A STANDARD DISK, STAMPED 180.023 J 19
 PE0590'1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0427 ***********************************************************************
 RF0427  DESIGNATION -  J 190
 RF0427  PID         -  RF0427
 RF0427  STATE/COUNTY-  ME/AROOSTOOK
 RF0427  USGS QUAD   -  CLAYTON LAKE (1986)
 RF0427
 RF0427                         *CURRENT SURVEY CONTROL
 RF0427  ___________________________________________________________________
 RF0427* NAD 83(1986)-  46 36 04.     (N)    069 36 58.     (W)     SCALED    
 RF0427* NAVD 88     -       344.226  (meters)    1129.35   (feet)  ADJUSTED  
 RF0427  ___________________________________________________________________
 RF0427  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 RF0427  DYNAMIC HT  -         344.234 (meters)    1129.37  (feet)  COMP
 RF0427  MODELED GRAV-     980,629.7   (mgal)                       NAVD 88
 RF0427
 RF0427  VERT ORDER  -  FIRST     CLASS II
 RF0427
 RF0427.The horizontal coordinates were scaled from a topographic map and have
 RF0427.an estimated accuracy of +/- 6 seconds.
 RF0427
 RF0427.The orthometric height was determined by differential leveling
 RF0427.and adjusted by the National Geodetic Survey in June 1991..
 RF0427
 RF0427.The geoid height was determined by GEOID03.
 RF0427
 RF0427.The dynamic height is computed by dividing the NAVD 88
 RF0427.geopotential number by the normal gravity value computed on the
 RF0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0427.degrees latitude (g = 980.6199 gals.).
 RF0427
 RF0427.The modeled gravity was interpolated from observed gravity values.
 RF0427
 RF0427;                    North         East    Units  Estimated Accuracy
 RF0427;SPC ME E     -   326,690.      214,490.      MT  (+/- 180 meters Scaled)
 RF0427
 RF0427                          SUPERSEDED SURVEY CONTROL
 RF0427
 RF0427.No superseded survey control is available for this station.
 RF0427
 RF0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM528610(NAD 83)
 RF0427_MARKER: DB = BENCH MARK DISK
 RF0427_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RF0427_SP_SET: STAINLESS STEEL ROD
 RF0427_STAMPING: J 190 1978
 RF0427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0427
 RF0427  HISTORY     - Date     Condition        Report By
 RF0427  HISTORY     - 1978     MONUMENTED       NGS
 RF0427
 RF0427                          STATION DESCRIPTION
 RF0427
 RF0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0427'5.05 MI WEST FROM CLAYTON LAKE.
 RF0427'5.05 MILES WEST ALONG THE MAIN TRAVELED ROAD FROM THE POST
 RF0427'OFFICE AT CLAYTON LAKE, 1.0 MILE SOUTHWEST OF A SMALL WOODEN BRIDGE
 RF0427'OVER CAMPBELL BROOK, 0.6 MILE NORTHEAST OF A SMALL WOODEN BRIDGE
 RF0427'OVER CENTER BROOK, ABOUT 0.05 MILE EAST OF THE CREST OF A LOW HILL,
 RF0427'35.0 FEET NORTH OF THE CENTER LINE OF THE ROAD, 18.7 FEET EAST
 RF0427'OF A SMALL DOUBLE TRUNK WHITE BIRCH TREE. THE DISK IS 1-INCH BELOW
 RF0427'GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTICE SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0285 ***********************************************************************
 QF0285  DESIGNATION -  J 191
 QF0285  PID         -  QF0285
 QF0285  STATE/COUNTY-  ME/WASHINGTON
 QF0285  USGS QUAD   -  BROOKTON (1988)
 QF0285
 QF0285                         *CURRENT SURVEY CONTROL
 QF0285  ___________________________________________________________________
 QF0285* NAD 83(1986)-  45 36 53.     (N)    067 47 42.     (W)     SCALED    
 QF0285* NAVD 88     -       152.989  (meters)     501.93   (feet)  ADJUSTED  
 QF0285  ___________________________________________________________________
 QF0285  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 QF0285  DYNAMIC HT  -         152.990 (meters)     501.93  (feet)  COMP
 QF0285  MODELED GRAV-     980,619.7   (mgal)                       NAVD 88
 QF0285  OBS GRAVITY -     980,617.2   (mgal)                       GRAV_OBS
 QF0285
 QF0285  VERT ORDER  -  FIRST     CLASS II
 QF0285
 QF0285.The horizontal coordinates were scaled from a topographic map and have
 QF0285.an estimated accuracy of +/- 6 seconds.
 QF0285
 QF0285.The orthometric height was determined by differential leveling
 QF0285.and adjusted by the National Geodetic Survey in June 1991..
 QF0285
 QF0285.The geoid height was determined by GEOID03.
 QF0285
 QF0285.The dynamic height is computed by dividing the NAVD 88
 QF0285.geopotential number by the normal gravity value computed on the
 QF0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0285.degrees latitude (g = 980.6199 gals.).
 QF0285
 QF0285.The modeled gravity was interpolated from observed gravity values.
 QF0285.The observed gravity was obtained from relative gravimeter ties
 QF0285.to the IGSN71 gravity network.
 QF0285
 QF0285;                    North         East    Units  Estimated Accuracy
 QF0285;SPC ME E     -   216,700.      354,980.      MT  (+/- 180 meters Scaled)
 QF0285
 QF0285                          SUPERSEDED SURVEY CONTROL
 QF0285
 QF0285.No superseded survey control is available for this station.
 QF0285
 QF0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL939519(NAD 83)
 QF0285_MARKER: DB = BENCH MARK DISK
 QF0285_SETTING: 66 = SET IN ROCK OUTCROP
 QF0285_SP_SET: OUTCROP
 QF0285_STAMPING: J 191 1978
 QF0285_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0285+STABILITY: POSITION/ELEVATION WELL
 QF0285
 QF0285  HISTORY     - Date     Condition        Report By
 QF0285  HISTORY     - 1978     MONUMENTED       NGS
 QF0285  HISTORY     - 1982     GOOD             NGS
 QF0285
 QF0285                          STATION DESCRIPTION
 QF0285
 QF0285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0285'5.4 MI SE FROM DANFORTH.
 QF0285'0.1 MILE NORTHEAST ALONG DEPOT STREET FROM THE TOWN HALL AT DANFORTH
 QF0285'TO THE JUNCTION OF U.S. HIGHWAY 1, THENCE 5.3 MILES SOUTHEAST ALONG
 QF0285'U.S. HIGHWAY 1 TO THE GENERAL STORE AT THE VILLAGE OF EASTON, 55
 QF0285'YARDS SOUTHEAST OF THE CENTER LINE OF HIGHWAY, 148.0 FEET EAST OF
 QF0285'THE EAST CORNER OF THE EATON GENERAL STORE, 91.4 FEET NORTHEAST OF
 QF0285'A POWER POLE WITH TWO GUY WIRES, 61.0 FEET NORTHEAST OF A 6-FT.
 QF0285'HIGH BOULDER, 67.2 FEET SOUTHEAST OF THE SOUTH CORNER OF A TWO
 QF0285'STORY WOOD FRAME HOUSE BELONGING TO R. NEAL, 36.4 FEET SOUTH OF THE
 QF0285'EAST CORNER OF A WOOD SHED, 34.5 FEET EAST OF A 24-INCH BEECH TREE.
 QF0285'ALSO 6.2 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE CROSS ROAD
 QF0285'OF LAKE ROAD AND FOREST STATION ROAD AT BROOKTON.
 QF0285
 QF0285                          STATION RECOVERY (1982)
 QF0285
 QF0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QF0285'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0222 ***********************************************************************
 QF0222  DESIGNATION -  J 192
 QF0222  PID         -  QF0222
 QF0222  STATE/COUNTY-  ME/AROOSTOOK
 QF0222  USGS QUAD   -  HAYNESVILLE (1989)
 QF0222
 QF0222                         *CURRENT SURVEY CONTROL
 QF0222  ___________________________________________________________________
 QF0222* NAD 83(1986)-  45 46 42.     (N)    067 52 46.     (W)     SCALED    
 QF0222* NAVD 88     -       162.538  (meters)     533.26   (feet)  ADJUSTED  
 QF0222  ___________________________________________________________________
 QF0222  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 QF0222  DYNAMIC HT  -         162.541 (meters)     533.27  (feet)  COMP
 QF0222  MODELED GRAV-     980,632.0   (mgal)                       NAVD 88
 QF0222
 QF0222  VERT ORDER  -  FIRST     CLASS II
 QF0222
 QF0222.The horizontal coordinates were scaled from a topographic map and have
 QF0222.an estimated accuracy of +/- 6 seconds.
 QF0222
 QF0222.The orthometric height was determined by differential leveling
 QF0222.and adjusted by the National Geodetic Survey in June 1991..
 QF0222
 QF0222.The geoid height was determined by GEOID03.
 QF0222
 QF0222.The dynamic height is computed by dividing the NAVD 88
 QF0222.geopotential number by the normal gravity value computed on the
 QF0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0222.degrees latitude (g = 980.6199 gals.).
 QF0222
 QF0222.The modeled gravity was interpolated from observed gravity values.
 QF0222
 QF0222;                    North         East    Units  Estimated Accuracy
 QF0222;SPC ME E     -   234,830.      348,260.      MT  (+/- 180 meters Scaled)
 QF0222
 QF0222                          SUPERSEDED SURVEY CONTROL
 QF0222
 QF0222.No superseded survey control is available for this station.
 QF0222
 QF0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL871700(NAD 83)
 QF0222_MARKER: DB = BENCH MARK DISK
 QF0222_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QF0222_SP_SET: STAINLESS STEEL ROD
 QF0222_STAMPING: J 192 1978
 QF0222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QF0222
 QF0222  HISTORY     - Date     Condition        Report By
 QF0222  HISTORY     - 1978     MONUMENTED       NGS
 QF0222
 QF0222                          STATION DESCRIPTION
 QF0222
 QF0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0222'8.3 MI NORTH FROM DANFORTH.
 QF0222'0.1 MILES NORTHEAST ALONG DEPOT STREET FROM THE TOWN HALL AT DANFORTH
 QF0222'AT JUNCTION OF U.S. HIGHWAY 1, THENCE 8.2 MILES NORTH ALONG U.S.
 QF0222'HIGHWAY 1, 0.4 MILES NORTH OF THE ORIENT-WESTON TOWN LINE, 125.7 FEET
 QF0222'NORTHWEST OF AND ACROSS THE HIGHWAY FROM THE NORTH CORNER OF A ONE
 QF0222'STORY WOOD FRAME HOUSE BELONGING TO E. JENKINS, 51.5 FEET NORTHWEST
 QF0222'OF CENTER LINE OF HIGHWAY, 4.8 FEET SOUTHWEST OF POWER POLE S473.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0200 ***********************************************************************
 QF0200  DESIGNATION -  J 193
 QF0200  PID         -  QF0200
 QF0200  STATE/COUNTY-  ME/WASHINGTON
 QF0200  USGS QUAD   -  LAMBERT LAKE (1988)
 QF0200
 QF0200                         *CURRENT SURVEY CONTROL
 QF0200  ___________________________________________________________________
 QF0200* NAD 83(1986)-  45 30 08.     (N)    067 35 07.     (W)     SCALED    
 QF0200* NAVD 88     -       118.066  (meters)     387.35   (feet)  ADJUSTED  
 QF0200  ___________________________________________________________________
 QF0200  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 QF0200  DYNAMIC HT  -         118.066 (meters)     387.35  (feet)  COMP
 QF0200  MODELED GRAV-     980,609.2   (mgal)                       NAVD 88
 QF0200
 QF0200  VERT ORDER  -  FIRST     CLASS II
 QF0200
 QF0200.The horizontal coordinates were scaled from a topographic map and have
 QF0200.an estimated accuracy of +/- 6 seconds.
 QF0200
 QF0200.The orthometric height was determined by differential leveling
 QF0200.and adjusted by the National Geodetic Survey in June 1991..
 QF0200
 QF0200.The geoid height was determined by GEOID03.
 QF0200
 QF0200.The dynamic height is computed by dividing the NAVD 88
 QF0200.geopotential number by the normal gravity value computed on the
 QF0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0200.degrees latitude (g = 980.6199 gals.).
 QF0200
 QF0200.The modeled gravity was interpolated from observed gravity values.
 QF0200
 QF0200;                    North         East    Units  Estimated Accuracy
 QF0200;SPC ME E     -   204,360.      371,480.      MT  (+/- 180 meters Scaled)
 QF0200
 QF0200                          SUPERSEDED SURVEY CONTROL
 QF0200
 QF0200.No superseded survey control is available for this station.
 QF0200
 QF0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL105397(NAD 83)
 QF0200_MARKER: DB = BENCH MARK DISK
 QF0200_SETTING: 66 = SET IN ROCK OUTCROP
 QF0200_SP_SET: OUTCROP
 QF0200_STAMPING: J 193 1978
 QF0200_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0200+STABILITY: POSITION/ELEVATION WELL
 QF0200
 QF0200  HISTORY     - Date     Condition        Report By
 QF0200  HISTORY     - 1978     MONUMENTED       NGS
 QF0200
 QF0200                          STATION DESCRIPTION
 QF0200
 QF0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0200'3.6 MI SW FROM LAMBERT LAKE.
 QF0200'3.6 MILES SOUTHWEST ALONG STATE HIGHWAY 6 FROM THE CANADIAN PACIFIC
 QF0200'RAILROAD CROSSING AT LAMBERT LAKE, 37.4 FEET NORTH-NORTHWEST OF THE
 QF0200'CENTER LINE OF HIGHWAY, 17.2 FEET EAST-NORTHEAST OF A TRIANGULAR
 QF0200'BLAZED 12-INCH PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0256 ***********************************************************************
 QF0256  DESIGNATION -  J 194
 QF0256  PID         -  QF0256
 QF0256  STATE/COUNTY-  ME/WASHINGTON
 QF0256  USGS QUAD   -  WAITE (1988)
 QF0256
 QF0256                         *CURRENT SURVEY CONTROL
 QF0256  ___________________________________________________________________
 QF0256* NAD 83(1986)-  45 17 03.     (N)    067 39 40.     (W)     SCALED    
 QF0256* NAVD 88     -        87.583  (meters)     287.35   (feet)  ADJUSTED  
 QF0256  ___________________________________________________________________
 QF0256  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 QF0256  DYNAMIC HT  -          87.582 (meters)     287.34  (feet)  COMP
 QF0256  MODELED GRAV-     980,606.2   (mgal)                       NAVD 88
 QF0256
 QF0256  VERT ORDER  -  FIRST     CLASS II
 QF0256
 QF0256.The horizontal coordinates were scaled from a topographic map and have
 QF0256.an estimated accuracy of +/- 6 seconds.
 QF0256
 QF0256.The orthometric height was determined by differential leveling
 QF0256.and adjusted by the National Geodetic Survey in June 1991..
 QF0256
 QF0256.The geoid height was determined by GEOID03.
 QF0256
 QF0256.The dynamic height is computed by dividing the NAVD 88
 QF0256.geopotential number by the normal gravity value computed on the
 QF0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0256.degrees latitude (g = 980.6199 gals.).
 QF0256
 QF0256.The modeled gravity was interpolated from observed gravity values.
 QF0256
 QF0256;                    North         East    Units  Estimated Accuracy
 QF0256;SPC ME E     -   180,060.      365,810.      MT  (+/- 180 meters Scaled)
 QF0256
 QF0256                          SUPERSEDED SURVEY CONTROL
 QF0256
 QF0256.No superseded survey control is available for this station.
 QF0256
 QF0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL050153(NAD 83)
 QF0256_MARKER: DB = BENCH MARK DISK
 QF0256_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QF0256_SP_SET: STAINLESS STEEL ROD
 QF0256_STAMPING: J 194 1978
 QF0256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QF0256
 QF0256  HISTORY     - Date     Condition        Report By
 QF0256  HISTORY     - 1978     MONUMENTED       NGS
 QF0256
 QF0256                          STATION DESCRIPTION
 QF0256
 QF0256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0256'3.7 MI SOUTH FROM WAITE.
 QF0256'3.7 MILES SOUTH ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT WAITE,
 QF0256'AT A Y-JUNCTION WITH OLD SECTION OF OLD U.S. HIGHWAY 1 LEADING
 QF0256'NORTHWEST AND NO LONGER IN USE, 0.1 MILE SOUTH OF A GRAVEL ROAD
 QF0256'LEADING WEST, 55.9 FEET WEST-SOUTHWEST OF THE CENTER LINE OF
 QF0256'HIGHWAY, 84.4 FET NORTHWEST OF TELEPHONE POLE NUMBER 407 WITH ONE
 QF0256'BRACE POLE. DISK IS 4 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD
 QF0256'THROUGH A 4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0520 ***********************************************************************
 RF0520  DESIGNATION -  J 195
 RF0520  PID         -  RF0520
 RF0520  STATE/COUNTY-  ME/AROOSTOOK
 RF0520  USGS QUAD   -  MC NALLY RIDGE (1986)
 RF0520
 RF0520                         *CURRENT SURVEY CONTROL
 RF0520  ___________________________________________________________________
 RF0520* NAD 83(1986)-  46 15 36.     (N)    068 20 26.     (W)     SCALED    
 RF0520* NAVD 88     -       318.167  (meters)    1043.85   (feet)  ADJUSTED  
 RF0520  ___________________________________________________________________
 RF0520  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 RF0520  DYNAMIC HT  -         318.180 (meters)    1043.90  (feet)  COMP
 RF0520  MODELED GRAV-     980,648.8   (mgal)                       NAVD 88
 RF0520
 RF0520  VERT ORDER  -  FIRST     CLASS II
 RF0520
 RF0520.The horizontal coordinates were scaled from a topographic map and have
 RF0520.an estimated accuracy of +/- 6 seconds.
 RF0520
 RF0520.The orthometric height was determined by differential leveling
 RF0520.and adjusted by the National Geodetic Survey in June 1991..
 RF0520
 RF0520.The geoid height was determined by GEOID03.
 RF0520
 RF0520.The dynamic height is computed by dividing the NAVD 88
 RF0520.geopotential number by the normal gravity value computed on the
 RF0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0520.degrees latitude (g = 980.6199 gals.).
 RF0520
 RF0520.The modeled gravity was interpolated from observed gravity values.
 RF0520
 RF0520;                    North         East    Units  Estimated Accuracy
 RF0520;SPC ME E     -   288,180.      312,290.      MT  (+/- 180 meters Scaled)
 RF0520
 RF0520                          SUPERSEDED SURVEY CONTROL
 RF0520
 RF0520.No superseded survey control is available for this station.
 RF0520
 RF0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM508231(NAD 83)
 RF0520_MARKER: DB = BENCH MARK DISK
 RF0520_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 RF0520_SP_SET: GALVANIZED STEEL ROD
 RF0520_STAMPING: J 195 1978
 RF0520_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0520
 RF0520  HISTORY     - Date     Condition        Report By
 RF0520  HISTORY     - 1978     MONUMENTED       NGS
 RF0520
 RF0520                          STATION DESCRIPTION
 RF0520
 RF0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0520'14.4 MI NW FROM SMYRNA MILLS.
 RF0520'10.45 MILES NORTHWEST ALONG STATE HIGHWAY 212 FROM THE JUNCTION OF
 RF0520'U.S. HIGHWAY 2 AT SMYRNA MILLS, THENCE 3.9 MILES NORTH ALONG STATE
 RF0520'HIGHWAY 11, 1.5 MILES NORTH OF THE MAIN ENTRANCE TO A STATE REST
 RF0520'AREA, OPPOSITE FRIELS ROAD LEADING EAST, AT THE EAST EDGE OF A
 RF0520'STAND OF YOUNG FIR TREES, 56.6 FEET WEST OF THE CENTER LINE OF THE
 RF0520'HIGHWAY, 24.9 FEET SOUTHWEST OF POWER POLE NUMBER 968. THE DISK IS
 RF0520'3 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH
 RF0520'PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0480 ***********************************************************************
 PD0480  DESIGNATION -  J 196
 PD0480  PID         -  PD0480
 PD0480  STATE/COUNTY-  ME/WASHINGTON
 PD0480  USGS QUAD   -  MACHIAS (1977)
 PD0480
 PD0480                         *CURRENT SURVEY CONTROL
 PD0480  ___________________________________________________________________
 PD0480* NAD 83(1986)-  44 44 08.     (N)    067 23 36.     (W)     SCALED    
 PD0480* NAVD 88     -         9.332  (meters)      30.62   (feet)  ADJUSTED  
 PD0480  ___________________________________________________________________
 PD0480  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 PD0480  DYNAMIC HT  -           9.332 (meters)      30.62  (feet)  COMP
 PD0480  MODELED GRAV-     980,596.1   (mgal)                       NAVD 88
 PD0480  OBS GRAVITY -     980,598.4   (mgal)                       GRAV_OBS
 PD0480
 PD0480  VERT ORDER  -  FIRST     CLASS II
 PD0480
 PD0480.The horizontal coordinates were scaled from a topographic map and have
 PD0480.an estimated accuracy of +/- 6 seconds.
 PD0480
 PD0480.The orthometric height was determined by differential leveling
 PD0480.and adjusted by the National Geodetic Survey in June 1991..
 PD0480
 PD0480.The geoid height was determined by GEOID03.
 PD0480
 PD0480.The dynamic height is computed by dividing the NAVD 88
 PD0480.geopotential number by the normal gravity value computed on the
 PD0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0480.degrees latitude (g = 980.6199 gals.).
 PD0480
 PD0480.The modeled gravity was interpolated from observed gravity values.
 PD0480.The observed gravity was obtained from relative gravimeter ties
 PD0480.to the IGSN71 gravity network.
 PD0480
 PD0480;                    North         East    Units  Estimated Accuracy
 PD0480;SPC ME E     -   119,360.      387,650.      MT  (+/- 180 meters Scaled)
 PD0480
 PD0480                          SUPERSEDED SURVEY CONTROL
 PD0480
 PD0480.No superseded survey control is available for this station.
 PD0480
 PD0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK272548(NAD 83)
 PD0480_MARKER: DB = BENCH MARK DISK
 PD0480_SETTING: 66 = SET IN ROCK OUTCROP
 PD0480_SP_SET: BEDROCK
 PD0480_STAMPING: J 196 1978
 PD0480_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0480+STABILITY: POSITION/ELEVATION WELL
 PD0480
 PD0480  HISTORY     - Date     Condition        Report By
 PD0480  HISTORY     - 1978     MONUMENTED       NGS
 PD0480  HISTORY     - 1982     GOOD             NGS
 PD0480
 PD0480                          STATION DESCRIPTION
 PD0480
 PD0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PD0480'0.35 MI SW FROM EAST MACHIAS.
 PD0480'0.35 MILE SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF THE
 PD0480'MAINE CENTRAL RAILROAD CROSSING AT EAST MACHIAS, IN THE TOP OF A
 PD0480'6 BY 12-FT. OUTCROP, 117.0 FEET NORTHWEST OF THE CENTER LINE OF
 PD0480'THE HIGHWAY 41.0 FEET WEST OF THE WEST CORNER OF THE FIRST BAPTIST
 PD0480'CHURCH, 51.0 FEET NORTHEAST OF THE NORTHEAST FACE OF THE EAST
 PD0480'MACHIAS MUNICIPAL BUILDING, 12.5 FEET EAST-SOUTHEAST OF A 12-INCH
 PD0480'OAK TREE. THIS BENCH MARK HAS BEEN DESIGNATED AS A BASIC NET A
 PD0480'LEVEL JUNCTION MARK.
 PD0480
 PD0480                          STATION RECOVERY (1982)
 PD0480
 PD0480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 PD0480'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0535 ***********************************************************************
 RF0535  DESIGNATION -  J 197
 RF0535  PID         -  RF0535
 RF0535  STATE/COUNTY-  ME/AROOSTOOK
 RF0535  USGS QUAD   -  GRISWOLD (1986)
 RF0535
 RF0535                         *CURRENT SURVEY CONTROL
 RF0535  ___________________________________________________________________
 RF0535* NAD 83(1986)-  46 23 48.     (N)    068 21 06.     (W)     SCALED    
 RF0535* NAVD 88     -       254.549  (meters)     835.13   (feet)  ADJUSTED  
 RF0535  ___________________________________________________________________
 RF0535  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 RF0535  DYNAMIC HT  -         254.565 (meters)     835.19  (feet)  COMP
 RF0535  MODELED GRAV-     980,670.7   (mgal)                       NAVD 88
 RF0535
 RF0535  VERT ORDER  -  FIRST     CLASS II
 RF0535
 RF0535.The horizontal coordinates were scaled from a topographic map and have
 RF0535.an estimated accuracy of +/- 6 seconds.
 RF0535
 RF0535.The orthometric height was determined by differential leveling
 RF0535.and adjusted by the National Geodetic Survey in June 1991..
 RF0535
 RF0535.The geoid height was determined by GEOID03.
 RF0535
 RF0535.The dynamic height is computed by dividing the NAVD 88
 RF0535.geopotential number by the normal gravity value computed on the
 RF0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0535.degrees latitude (g = 980.6199 gals.).
 RF0535
 RF0535.The modeled gravity was interpolated from observed gravity values.
 RF0535
 RF0535;                    North         East    Units  Estimated Accuracy
 RF0535;SPC ME E     -   303,370.      311,410.      MT  (+/- 180 meters Scaled)
 RF0535
 RF0535                          SUPERSEDED SURVEY CONTROL
 RF0535
 RF0535.No superseded survey control is available for this station.
 RF0535
 RF0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM498383(NAD 83)
 RF0535_MARKER: DB = BENCH MARK DISK
 RF0535_SETTING: 66 = SET IN ROCK OUTCROP
 RF0535_SP_SET: LEDGE
 RF0535_STAMPING: J 197 1978
 RF0535_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0535+STABILITY: POSITION/ELEVATION WELL
 RF0535
 RF0535  HISTORY     - Date     Condition        Report By
 RF0535  HISTORY     - 1978     MONUMENTED       NGS
 RF0535
 RF0535                          STATION DESCRIPTION
 RF0535
 RF0535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0535'8.15 MI SOUTH FROM MASARDIS.
 RF0535'8.15 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE CONCRETE BRIDGE
 RF0535'OVER THE ST. CROIX STREAM AT MASARDIS, 3.55 MILES SOUTHEAST OF THE
 RF0535'Y-JUNCTION OF PAVED ROAD 5022, 0.1 MILE SOUTHEAST OF THE T-JUNCTION
 RF0535'OF A LOGGING ROAD LEADING NORTHEAST, AT AN 8-FT. ROCK CUT, 38.0
 RF0535'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 75.7 FEET EAST
 RF0535'OF AND ACROSS THE HIGHWAY FROM POWER POLE NUMBER 836, 33.0 FEET
 RF0535'NORTHWEST OF AN 8-INCH WHITE BIRCH TREE, IN THE TOP OF A 2 BY 2-FT.
 RF0535'EXPOSED LEDGE FLUSH WITH THE TOP OF THE ROCK CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0505 ***********************************************************************
 PD0505  DESIGNATION -  J 198
 PD0505  PID         -  PD0505
 PD0505  STATE/COUNTY-  ME/WASHINGTON
 PD0505  USGS QUAD   -  WEST LUBEC (1975)
 PD0505
 PD0505                         *CURRENT SURVEY CONTROL
 PD0505  ___________________________________________________________________
 PD0505* NAD 83(1986)-  44 46 31.     (N)    067 01 49.     (W)     SCALED    
 PD0505* NAVD 88     -        15.857  (meters)      52.02   (feet)  ADJUSTED  
 PD0505  ___________________________________________________________________
 PD0505  GEOID HEIGHT-         -22.29  (meters)                     GEOID03
 PD0505  DYNAMIC HT  -          15.857 (meters)      52.02  (feet)  COMP
 PD0505  MODELED GRAV-     980,623.5   (mgal)                       NAVD 88
 PD0505
 PD0505  VERT ORDER  -  FIRST     CLASS II
 PD0505
 PD0505.The horizontal coordinates were scaled from a topographic map and have
 PD0505.an estimated accuracy of +/- 6 seconds.
 PD0505
 PD0505.The orthometric height was determined by differential leveling
 PD0505.and adjusted by the National Geodetic Survey in June 1991..
 PD0505
 PD0505.The geoid height was determined by GEOID03.
 PD0505
 PD0505.The dynamic height is computed by dividing the NAVD 88
 PD0505.geopotential number by the normal gravity value computed on the
 PD0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0505.degrees latitude (g = 980.6199 gals.).
 PD0505
 PD0505.The modeled gravity was interpolated from observed gravity values.
 PD0505
 PD0505;                    North         East    Units  Estimated Accuracy
 PD0505;SPC ME E     -   124,220.      416,320.      MT  (+/- 180 meters Scaled)
 PD0505
 PD0505                          SUPERSEDED SURVEY CONTROL
 PD0505
 PD0505.No superseded survey control is available for this station.
 PD0505
 PD0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK558598(NAD 83)
 PD0505_MARKER: DB = BENCH MARK DISK
 PD0505_SETTING: 66 = SET IN ROCK OUTCROP
 PD0505_SP_SET: LEDGE
 PD0505_STAMPING: J 198 1978
 PD0505_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0505+STABILITY: POSITION/ELEVATION WELL
 PD0505
 PD0505  HISTORY     - Date     Condition        Report By
 PD0505  HISTORY     - 1978     MONUMENTED       NGS
 PD0505
 PD0505                          STATION DESCRIPTION
 PD0505
 PD0505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PD0505'4.4 MI SW FROM SOUTH LUBEC.
 PD0505'4.4 MILES SOUTHWEST ALONG SOUTH TRESCOTT ROAD FROM THE CHRISTIAN
 PD0505'TEMPLE CHURCH AT SOUTH LUBEC, 0.05 MILE SOUTHWEST OF THE FACE OF A
 PD0505'ROCK CUT, AT A 15 BY 10-FT. SLOPING ROCK LEDGE, 2 FEET ABOVE GROUND,
 PD0505'17.0 FEET SOUTH OF THE CENTER LINE OF ROAD, 13.5 FEET NORTHEAST OF
 PD0505'A 5-INCH TRIANGULAR BLAZED TREE, IN THE TOP OF THE NORTH SLOPE OF
 PD0505'LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0254 ***********************************************************************
 QG0254  DESIGNATION -  J 2
 QG0254  PID         -  QG0254
 QG0254  STATE/COUNTY-  ME/PISCATAQUIS
 QG0254  USGS QUAD   -  MILO NORTH (1988)
 QG0254
 QG0254                         *CURRENT SURVEY CONTROL
 QG0254  ___________________________________________________________________
 QG0254* NAD 83(1986)-  45 19 17.     (N)    068 54 55.     (W)     SCALED    
 QG0254* NAVD 88     -       140.683  (meters)     461.56   (feet)  ADJUSTED  
 QG0254  ___________________________________________________________________
 QG0254  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 QG0254  DYNAMIC HT  -         140.682 (meters)     461.55  (feet)  COMP
 QG0254  MODELED GRAV-     980,605.8   (mgal)                       NAVD 88
 QG0254
 QG0254  VERT ORDER  -  FIRST     CLASS II
 QG0254
 QG0254.The horizontal coordinates were scaled from a topographic map and have
 QG0254.an estimated accuracy of +/- 6 seconds.
 QG0254
 QG0254.The orthometric height was determined by differential leveling
 QG0254.and adjusted by the National Geodetic Survey in June 1991..
 QG0254
 QG0254.The geoid height was determined by GEOID03.
 QG0254
 QG0254.The dynamic height is computed by dividing the NAVD 88
 QG0254.geopotential number by the normal gravity value computed on the
 QG0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0254.degrees latitude (g = 980.6199 gals.).
 QG0254
 QG0254.The modeled gravity was interpolated from observed gravity values.
 QG0254
 QG0254;                    North         East    Units  Estimated Accuracy
 QG0254;SPC ME E     -   183,940.      267,440.      MT  (+/- 180 meters Scaled)
 QG0254
 QG0254                          SUPERSEDED SURVEY CONTROL
 QG0254
 QG0254  NGVD 29 (??/??/92)  140.858  (m)          462.13   (f) ADJ UNCH    1 2
 QG0254
 QG0254.Superseded values are not recommended for survey control.
 QG0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0254.See file dsdata.txt to determine how the superseded data were derived.
 QG0254
 QG0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL066186(NAD 83)
 QG0254_MARKER: DB = BENCH MARK DISK
 QG0254_SETTING: 80 = SET IN A BOULDER
 QG0254_SP_SET: BOULDER
 QG0254_STAMPING: J 2 1916 ELEV 462.132 FT
 QG0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0254+STABILITY: SURFACE MOTION
 QG0254
 QG0254  HISTORY     - Date     Condition        Report By
 QG0254  HISTORY     - 1916     MONUMENTED       CGS
 QG0254  HISTORY     - 1953     GOOD             NGS
 QG0254  HISTORY     - 1988     GOOD             USPSQD
 QG0254
 QG0254                          STATION DESCRIPTION
 QG0254
 QG0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 QG0254'0.6 MI E FROM LAKE VIEW.
 QG0254'0.55 MILE EAST ALONG THE CANADIAN PACIFIC RAILWAY FROM THE ROAD
 QG0254'CROSSING AT LAKE VIEW, ABOUT 0.85 MILE WEST OF CROSSING OF
 QG0254'THE BANGOR AND AROOSTOOK RAILROAD AT ADAMS, 35 1/2 FEET SOUTH
 QG0254'OF SOUTH RAIL, 95 FEET WEST OF MILE POST 95, 41 FEET SOUTHEAST
 QG0254'OF TELEPHONE POLE NO. 4054 AND EAST END OF A FILL AND WEST
 QG0254'END OF A CUT, IN THE TOP OF THE HIGHEST POINT OF A 1 FOOT HIGH
 QG0254'4 BY 5 FOOT EMBEDDED BOULDER AND ABOUT 1 FOOT BELOW LEVEL OF
 QG0254'TRACK.
 QG0254
 QG0254                          STATION RECOVERY (1988)
 QG0254
 QG0254'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 QG0254'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0186 ***********************************************************************
 QF0186  DESIGNATION -  J 20
 QF0186  PID         -  QF0186
 QF0186  STATE/COUNTY-  ME/WASHINGTON
 QF0186  USGS QUAD   -  BROOKTON (1988)
 QF0186
 QF0186                         *CURRENT SURVEY CONTROL
 QF0186  ___________________________________________________________________
 QF0186* NAD 83(1986)-  45 35 28.     (N)    067 48 15.     (W)     SCALED    
 QF0186* NAVD 88     -       119.079  (meters)     390.68   (feet)  ADJUSTED  
 QF0186  ___________________________________________________________________
 QF0186  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 QF0186  DYNAMIC HT  -         119.080 (meters)     390.68  (feet)  COMP
 QF0186  MODELED GRAV-     980,622.8   (mgal)                       NAVD 88
 QF0186
 QF0186  VERT ORDER  -  FIRST     CLASS II
 QF0186
 QF0186.The horizontal coordinates were scaled from a topographic map and have
 QF0186.an estimated accuracy of +/- 6 seconds.
 QF0186
 QF0186.The orthometric height was determined by differential leveling
 QF0186.and adjusted by the National Geodetic Survey in June 1991..
 QF0186
 QF0186.The geoid height was determined by GEOID03.
 QF0186
 QF0186.The dynamic height is computed by dividing the NAVD 88
 QF0186.geopotential number by the normal gravity value computed on the
 QF0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0186.degrees latitude (g = 980.6199 gals.).
 QF0186
 QF0186.The modeled gravity was interpolated from observed gravity values.
 QF0186
 QF0186;                    North         East    Units  Estimated Accuracy
 QF0186;SPC ME E     -   214,070.      354,290.      MT  (+/- 180 meters Scaled)
 QF0186
 QF0186                          SUPERSEDED SURVEY CONTROL
 QF0186
 QF0186.No superseded survey control is available for this station.
 QF0186
 QF0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL932493(NAD 83)
 QF0186_MARKER: DB = BENCH MARK DISK
 QF0186_SETTING: 80 = SET IN A BOULDER
 QF0186_SP_SET: BOULDER
 QF0186_STAMPING: 391.213 J 20 1933
 QF0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0186+STABILITY: SURFACE MOTION
 QF0186
 QF0186  HISTORY     - Date     Condition        Report By
 QF0186  HISTORY     - 1933     MONUMENTED       CGS
 QF0186  HISTORY     - 1978     GOOD             NGS
 QF0186
 QF0186                          STATION DESCRIPTION
 QF0186
 QF0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 QF0186'1 MI S FROM EATON.
 QF0186'1.0 MILE SOUTH ALONG U.S. HIGHWAY 1 FROM THE MAINE CENTRAL RAILROAD
 QF0186'STATION AT EATON, WASHINGTON COUNTY, 20 YARDS NORTH OF THE
 QF0186'BROOKTON-DANFORTH TOWN-LINE MARKER, 10 YARDS EAST OF THE CENTER
 QF0186'LINE OF THE HIGHWAY, IN THE TOP OF THE SOUTH END OF A LARGE
 QF0186'GRANITE BOULDER, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK
 QF0186'STAMPED 391.213 J 20 1933.
 QF0186
 QF0186                          STATION RECOVERY (1978)
 QF0186
 QF0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QF0186'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0315 ***********************************************************************
 QF0315  DESIGNATION -  J 200
 QF0315  PID         -  QF0315
 QF0315  STATE/COUNTY-  ME/WASHINGTON
 QF0315  USGS QUAD   -  DEVILS HEAD (1977)
 QF0315
 QF0315                         *CURRENT SURVEY CONTROL
 QF0315  ___________________________________________________________________
 QF0315* NAD 83(1986)-  45 09 10.     (N)    067 10 30.     (W)     SCALED    
 QF0315* NAVD 88     -        29.057  (meters)      95.33   (feet)  ADJUSTED  
 QF0315  ___________________________________________________________________
 QF0315  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 QF0315  DYNAMIC HT  -          29.057 (meters)      95.33  (feet)  COMP
 QF0315  MODELED GRAV-     980,624.5   (mgal)                       NAVD 88
 QF0315
 QF0315  VERT ORDER  -  FIRST     CLASS II
 QF0315
 QF0315.The horizontal coordinates were scaled from a topographic map and have
 QF0315.an estimated accuracy of +/- 6 seconds.
 QF0315
 QF0315.The orthometric height was determined by differential leveling
 QF0315.and adjusted by the National Geodetic Survey in June 1991..
 QF0315
 QF0315.The geoid height was determined by GEOID03.
 QF0315
 QF0315.The dynamic height is computed by dividing the NAVD 88
 QF0315.geopotential number by the normal gravity value computed on the
 QF0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0315.degrees latitude (g = 980.6199 gals.).
 QF0315
 QF0315.The modeled gravity was interpolated from observed gravity values.
 QF0315
 QF0315;                    North         East    Units  Estimated Accuracy
 QF0315;SPC ME E     -   165,980.      404,180.      MT  (+/- 180 meters Scaled)
 QF0315
 QF0315                          SUPERSEDED SURVEY CONTROL
 QF0315
 QF0315.No superseded survey control is available for this station.
 QF0315
 QF0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL434015(NAD 83)
 QF0315_MARKER: DB = BENCH MARK DISK
 QF0315_SETTING: 66 = SET IN ROCK OUTCROP
 QF0315_SP_SET: ROCK CUT
 QF0315_STAMPING: J 200 1978
 QF0315_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0315+STABILITY: POSITION/ELEVATION WELL
 QF0315
 QF0315  HISTORY     - Date     Condition        Report By
 QF0315  HISTORY     - 1978     MONUMENTED       NGS
 QF0315
 QF0315                          STATION DESCRIPTION
 QF0315
 QF0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0315'2.6 MI NW FROM RED BEACH.
 QF0315'2.6 MILES NORTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT RED
 QF0315'BEACH, 0.5 MILE NORTHWEST OF A PRIVATE ROAD LEADING NORTHEAST, 79.7
 QF0315'FT. WEST OF AND ACROSS THE HIGHWAY FROM POWER POLE 148, 49.2 FT.
 QF0315'EAST-SOUTHEAST OF A 4-INCH WOOD PROPERTY POST WITH M990 DEGARIBODY
 QF0315'N.CARLOW CARVED ON SIDES, 41.4 FT. NORTH OF A 6-INCH SQUARE GRANITE
 QF0315'HIGHWAY RIGHT-OF-WAY MARKER, 41.3 FT. SOUTHWEST OF CENTER LINE OF THE
 QF0315'HIGHWAY, IN THE NORTHWEST END OF A 70 YARD ROCK CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI8328 ***********************************************************************
 AI8328  DESIGNATION -  J 206
 AI8328  PID         -  AI8328
 AI8328  STATE/COUNTY-  ME/HANCOCK
 AI8328  USGS QUAD   -  PENOBSCOT (1981)
 AI8328
 AI8328                         *CURRENT SURVEY CONTROL
 AI8328  ___________________________________________________________________
 AI8328* NAD 83(1986)-  44 26 34.     (N)    068 38 12.     (W)     SCALED    
 AI8328* NAVD 88     -       109.001  (meters)     357.61   (feet)  ADJUSTED  
 AI8328  ___________________________________________________________________
 AI8328  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 AI8328  DYNAMIC HT  -         108.992 (meters)     357.58  (feet)  COMP
 AI8328  MODELED GRAV-     980,532.3   (mgal)                       NAVD 88
 AI8328
 AI8328  VERT ORDER  -  SECOND    CLASS I
 AI8328
 AI8328.The horizontal coordinates were scaled from a topographic map and have
 AI8328.an estimated accuracy of +/- 6 seconds.
 AI8328
 AI8328.The orthometric height was determined by differential leveling
 AI8328.and adjusted by the National Geodetic Survey in July 2002..
 AI8328.No vertical observational check was made to the station.
 AI8328
 AI8328.The geoid height was determined by GEOID03.
 AI8328
 AI8328.The dynamic height is computed by dividing the NAVD 88
 AI8328.geopotential number by the normal gravity value computed on the
 AI8328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8328.degrees latitude (g = 980.6199 gals.).
 AI8328
 AI8328.The modeled gravity was interpolated from observed gravity values.
 AI8328
 AI8328;                    North         East    Units  Estimated Accuracy
 AI8328;SPC ME E     -    86,240.      289,120.      MT  (+/- 180 meters Scaled)
 AI8328
 AI8328                          SUPERSEDED SURVEY CONTROL
 AI8328
 AI8328.No superseded survey control is available for this station.
 AI8328
 AI8328_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK289211(NAD 83)
 AI8328_MARKER: F = FLANGE-ENCASED ROD
 AI8328_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI8328_STAMPING: J 206 2000
 AI8328_MARK LOGO: NGS   
 AI8328_PROJECTION: FLUSH
 AI8328_MAGNETIC: I = MARKER IS A STEEL ROD
 AI8328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI8328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8328+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AI8328_ROD/PIPE-DEPTH: 3.4  meters
 AI8328_SLEEVE-DEPTH  : 0.9 meters
 AI8328
 AI8328  HISTORY     - Date     Condition        Report By
 AI8328  HISTORY     - 2000     MONUMENTED       NGS
 AI8328
 AI8328                          STATION DESCRIPTION
 AI8328
 AI8328'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 AI8328'0.2 KM (0.10 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 199 FROM THE POST
 AI8328'OFFICE IN PENOBSCOT, THENCE 1.6 KM (1.00 MI) SOUTHERLY ALONG STATE
 AI8328'HIGHWAY 175, THENCE 5.6 KM (3.45 MI) EASTERLY ALONG STATE HIGHWAY 177,
 AI8328'14.7 M (48.2 FT) WEST OF THE HIGHWAY CENTERLINE, 10.4 M (34.1 FT)
 AI8328'SOUTH OF THE HIGHWAY CENTERLINE, 0.5 M (1.6 FT) EAST OF A WITNESS
 AI8328'POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY. NOTE--ACCESS
 AI8328'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH
 AI8328'DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK. THE MARK IS ON
 AI8328'THE HIGHWAY RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0019 ***********************************************************************
 RF0019  DESIGNATION -  J 22
 RF0019  PID         -  RF0019
 RF0019  STATE/COUNTY-  ME/AROOSTOOK
 RF0019  USGS QUAD   -  CARIBOU (1984)
 RF0019
 RF0019                         *CURRENT SURVEY CONTROL
 RF0019  ___________________________________________________________________
 RF0019* NAD 83(1986)-  46 51 31.     (N)    068 00 13.     (W)     SCALED    
 RF0019* NAVD 88     -       125.384  (meters)     411.36   (feet)  ADJUSTED  
 RF0019  ___________________________________________________________________
 RF0019  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 RF0019  DYNAMIC HT  -         125.398 (meters)     411.41  (feet)  COMP
 RF0019  MODELED GRAV-     980,728.0   (mgal)                       NAVD 88
 RF0019
 RF0019  VERT ORDER  -  SECOND    CLASS 0
 RF0019
 RF0019.The horizontal coordinates were scaled from a topographic map and have
 RF0019.an estimated accuracy of +/- 6 seconds.
 RF0019
 RF0019.The orthometric height was determined by differential leveling
 RF0019.and adjusted by the National Geodetic Survey in June 1991..
 RF0019
 RF0019.The geoid height was determined by GEOID03.
 RF0019
 RF0019.The dynamic height is computed by dividing the NAVD 88
 RF0019.geopotential number by the normal gravity value computed on the
 RF0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0019.degrees latitude (g = 980.6199 gals.).
 RF0019
 RF0019.The modeled gravity was interpolated from observed gravity values.
 RF0019
 RF0019;                    North         East    Units  Estimated Accuracy
 RF0019;SPC ME E     -   354,830.      337,850.      MT  (+/- 180 meters Scaled)
 RF0019
 RF0019                          SUPERSEDED SURVEY CONTROL
 RF0019
 RF0019  NGVD 29 (??/??/92)  125.568  (m)          411.97   (f) ADJ UNCH    2 0
 RF0019
 RF0019.Superseded values are not recommended for survey control.
 RF0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0019.See file dsdata.txt to determine how the superseded data were derived.
 RF0019
 RF0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM759899(NAD 83)
 RF0019_MARKER: DB = BENCH MARK DISK
 RF0019_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RF0019_SP_SET: BUILDING
 RF0019_STAMPING: J 22 1933
 RF0019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0019
 RF0019  HISTORY     - Date     Condition        Report By
 RF0019  HISTORY     - 1933     MONUMENTED       CGS
 RF0019  HISTORY     - UNK      GOOD             NGS
 RF0019  HISTORY     - 1977     GOOD             LOCENG
 RF0019
 RF0019                          STATION DESCRIPTION
 RF0019
 RF0019'DESCRIBED BY NATIONAL GEODETIC SURVEY UNK
 RF0019'AT CARIBOU.
 RF0019'AT CARIBOU, AROOSTOOK COUNTY, ON THE BANGOR AND AROOSTOOK
 RF0019'RAILROAD, IN THE EAST WALL OF THE STATION, 5 FEET NORTH OF THE
 RF0019'SOUTHEAST CORNER, 3 FEET SOUTH OF THE SOUTH ENTRANCE, 30 FEET
 RF0019'WEST OF THE CENTERLINE OF THE MAIN TRACK, AND ABOUT 5 FEET
 RF0019'ABOVE THE TRACK.  A STANDARD DISK, STAMPED J 22 1933 AND SET
 RF0019'VERTICALLY.
 RF0019
 RF0019                          STATION RECOVERY (1977)
 RF0019
 RF0019'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 RF0019'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0819 ***********************************************************************
 QG0819  DESIGNATION -  J 24
 QG0819  PID         -  QG0819
 QG0819  STATE/COUNTY-  ME/SOMERSET
 QG0819  USGS QUAD   -  DIMMICK MOUNTAIN (1989)
 QG0819
 QG0819                         *CURRENT SURVEY CONTROL
 QG0819  ___________________________________________________________________
 QG0819* NAD 83(1986)-  45 08 07.     (N)    069 48 11.     (W)     SCALED    
 QG0819* NAVD 88     -       306.421  (meters)    1005.32   (feet)  ADJUSTED  
 QG0819  ___________________________________________________________________
 QG0819  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 QG0819  DYNAMIC HT  -         306.397 (meters)    1005.24  (feet)  COMP
 QG0819  MODELED GRAV-     980,529.3   (mgal)                       NAVD 88
 QG0819
 QG0819  VERT ORDER  -  SECOND    CLASS 0
 QG0819
 QG0819.The horizontal coordinates were scaled from a topographic map and have
 QG0819.an estimated accuracy of +/- 6 seconds.
 QG0819
 QG0819.The orthometric height was determined by differential leveling
 QG0819.and adjusted by the National Geodetic Survey in June 1991..
 QG0819
 QG0819.The geoid height was determined by GEOID03.
 QG0819
 QG0819.The dynamic height is computed by dividing the NAVD 88
 QG0819.geopotential number by the normal gravity value computed on the
 QG0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0819.degrees latitude (g = 980.6199 gals.).
 QG0819
 QG0819.The modeled gravity was interpolated from observed gravity values.
 QG0819
 QG0819;                    North         East    Units  Estimated Accuracy
 QG0819;SPC ME W     -   255,830.      928,600.      MT  (+/- 180 meters Scaled)
 QG0819
 QG0819                          SUPERSEDED SURVEY CONTROL
 QG0819
 QG0819  NGVD 29 (??/??/92)  306.576  (m)         1005.82   (f) ADJ UNCH    2 0
 QG0819
 QG0819.Superseded values are not recommended for survey control.
 QG0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0819.See file dsdata.txt to determine how the superseded data were derived.
 QG0819
 QG0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK368982(NAD 83)
 QG0819_MARKER: DB = BENCH MARK DISK
 QG0819_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QG0819_SP_SET: CONCRETE PIT
 QG0819_STAMPING: 1005.825 J 24 1933
 QG0819_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG0819
 QG0819  HISTORY     - Date     Condition        Report By
 QG0819  HISTORY     - 1933     MONUMENTED       CGS
 QG0819
 QG0819                          STATION DESCRIPTION
 QG0819
 QG0819'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 QG0819'AT DEADWATER.
 QG0819'AT DEADWATER, SOMERSET COUNTY, ON THE OLD ROADBED OF THE
 QG0819'ABANDONED MAINE CENTRAL RAILROAD, 5 FEET WEST OF THE WEST
 QG0819'FACE OF A TANKHOUSE, 6 YARDS SOUTH OF THE CENTER LINE OF THE
 QG0819'ROADBED, AND IN THE NORTHWEST CORNER OF A CONCRETE PIT.  A
 QG0819'STANDARD DISK, STAMPED 1005.825 J 24 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1513 ***********************************************************************
 PE1513  DESIGNATION -  J 25
 PE1513  PID         -  PE1513
 PE1513  STATE/COUNTY-  ME/SOMERSET
 PE1513  USGS QUAD   -  WATERVILLE (1982)
 PE1513
 PE1513                         *CURRENT SURVEY CONTROL
 PE1513  ___________________________________________________________________
 PE1513* NAD 83(1986)-  44 36 41.     (N)    069 43 32.     (W)     SCALED    
 PE1513* NAVD 88     -       106.461  (meters)     349.28   (feet)  ADJUSTED  
 PE1513  ___________________________________________________________________
 PE1513  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 PE1513  DYNAMIC HT  -         106.452 (meters)     349.25  (feet)  COMP
 PE1513  MODELED GRAV-     980,534.0   (mgal)                       NAVD 88
 PE1513
 PE1513  VERT ORDER  -  SECOND    CLASS 0
 PE1513
 PE1513.The horizontal coordinates were scaled from a topographic map and have
 PE1513.an estimated accuracy of +/- 6 seconds.
 PE1513
 PE1513.The orthometric height was determined by differential leveling
 PE1513.and adjusted by the National Geodetic Survey in June 1991..
 PE1513
 PE1513.The geoid height was determined by GEOID03.
 PE1513
 PE1513.The dynamic height is computed by dividing the NAVD 88
 PE1513.geopotential number by the normal gravity value computed on the
 PE1513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1513.degrees latitude (g = 980.6199 gals.).
 PE1513
 PE1513.The modeled gravity was interpolated from observed gravity values.
 PE1513
 PE1513;                    North         East    Units  Estimated Accuracy
 PE1513;SPC ME W     -   197,640.      935,010.      MT  (+/- 180 meters Scaled)
 PE1513
 PE1513                          SUPERSEDED SURVEY CONTROL
 PE1513
 PE1513  NGVD 29 (??/??/92)  106.656  (m)          349.92   (f) ADJ UNCH    2 0
 PE1513
 PE1513.Superseded values are not recommended for survey control.
 PE1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1513.See file dsdata.txt to determine how the superseded data were derived.
 PE1513
 PE1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK424400(NAD 83)
 PE1513_MARKER: DB = BENCH MARK DISK
 PE1513_SETTING: 80 = SET IN A BOULDER
 PE1513_SP_SET: BOULDER
 PE1513_STAMPING: 349.921 J 25 1933
 PE1513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1513+STABILITY: SURFACE MOTION
 PE1513
 PE1513  HISTORY     - Date     Condition        Report By
 PE1513  HISTORY     - 1933     MONUMENTED       CGS
 PE1513  HISTORY     - 1934     GOOD             NGS
 PE1513
 PE1513                          STATION DESCRIPTION
 PE1513
 PE1513'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PE1513'5.1 MI N FROM OAKLAND.
 PE1513'IN SOMERSET COUNTY, 5.1 MILES NORTH ALONG THE MAINE CENTRAL
 PE1513'RAILROAD FROM THE STATION AT OAKLAND, KENNEBEC COUNTY, 16 RAILS
 PE1513'NORTH OF MILEPOST K 86, 6 RAILS SOUTH OF A DIRT-ROAD CROSSING,
 PE1513'48 YARDS SOUTHWEST OF A 2-FOOT PINE TREE, 18 YARDS EAST OF THE
 PE1513'CENTER LINE OF THE TRACK, IN THE TOP OF A 6-BY 9-FOOT BOULDER
 PE1513'PROJECTING ABOUT 4 FEET ABOVE THE GROUND, AND ABOUT 4 FEET
 PE1513'HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED 349.921 J 25
 PE1513'1933.
 PE1513
 PE1513                          STATION RECOVERY (1934)
 PE1513
 PE1513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PE1513'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0240 ***********************************************************************
 PF0240  DESIGNATION -  J 26
 PF0240  PID         -  PF0240
 PF0240  STATE/COUNTY-  ME/FRANKLIN
 PF0240  USGS QUAD   -  OQUOSSOC (1984)
 PF0240
 PF0240                         *CURRENT SURVEY CONTROL
 PF0240  ___________________________________________________________________
 PF0240* NAD 83(1986)-  44 57 54.     (N)    070 46 20.     (W)     SCALED    
 PF0240* NAVD 88     -       466.899  (meters)    1531.82   (feet)  ADJUSTED  
 PF0240  ___________________________________________________________________
 PF0240  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 PF0240  DYNAMIC HT  -         466.841 (meters)    1531.63  (feet)  COMP
 PF0240  MODELED GRAV-     980,477.8   (mgal)                       NAVD 88
 PF0240
 PF0240  VERT ORDER  -  SECOND    CLASS 0
 PF0240
 PF0240.The horizontal coordinates were scaled from a topographic map and have
 PF0240.an estimated accuracy of +/- 6 seconds.
 PF0240
 PF0240.The orthometric height was determined by differential leveling
 PF0240.and adjusted by the National Geodetic Survey in June 1991..
 PF0240
 PF0240.The geoid height was determined by GEOID03.
 PF0240
 PF0240.The dynamic height is computed by dividing the NAVD 88
 PF0240.geopotential number by the normal gravity value computed on the
 PF0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0240.degrees latitude (g = 980.6199 gals.).
 PF0240
 PF0240.The modeled gravity was interpolated from observed gravity values.
 PF0240
 PF0240;                    North         East    Units  Estimated Accuracy
 PF0240;SPC ME W     -   237,020.      852,230.      MT  (+/- 180 meters Scaled)
 PF0240
 PF0240                          SUPERSEDED SURVEY CONTROL
 PF0240
 PF0240  NGVD 29 (??/??/92)  467.023  (m)         1532.22   (f) ADJ UNCH    2 0
 PF0240
 PF0240.Superseded values are not recommended for survey control.
 PF0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0240.See file dsdata.txt to determine how the superseded data were derived.
 PF0240
 PF0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK602805(NAD 83)
 PF0240_MARKER: DB = BENCH MARK DISK
 PF0240_SETTING: 80 = SET IN A BOULDER
 PF0240_SP_SET: BOULDER
 PF0240_STAMPING: 1532.225 J 26 1933
 PF0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0240+STABILITY: SURFACE MOTION
 PF0240
 PF0240  HISTORY     - Date     Condition        Report By
 PF0240  HISTORY     - 1933     MONUMENTED       CGS
 PF0240  HISTORY     - 1934     GOOD             NGS
 PF0240
 PF0240                          STATION DESCRIPTION
 PF0240
 PF0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PF0240'AT OQUOSSOC.
 PF0240'AT OQUOSSOC, FRANKLIN COUNTY, ON THE ABANDONED MAINE CENTRAL
 PF0240'RAILROAD, 35 YARDS SOUTH OF A GROUP OF FOUR GASOLINE-STORAGE
 PF0240'TANKS, 20 YARDS WEST OF THE CENTER LINE OF THE OLD ROADBED, 3
 PF0240'YARDS SOUTHEAST OF THE NORTH END OF A BOARD FENCE, AND IN THE
 PF0240'TOP OF A LARGE BOULDER.  A STANDARD DISK, STAMPED 1532.225 J 26 1933.
 PF0240
 PF0240                          STATION RECOVERY (1934)
 PF0240
 PF0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PF0240'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0181 ***********************************************************************
 PF0181  DESIGNATION -  J 28
 PF0181  PID         -  PF0181
 PF0181  STATE/COUNTY-  ME/CUMBERLAND
 PF0181  USGS QUAD   -  BRIDGTON (1983)
 PF0181
 PF0181                         *CURRENT SURVEY CONTROL
 PF0181  ___________________________________________________________________
 PF0181* NAD 83(1986)-  44 02 38.     (N)    070 42 04.     (W)     SCALED    
 PF0181* NAVD 88     -       150.478  (meters)     493.69   (feet)  ADJUSTED  
 PF0181  ___________________________________________________________________
 PF0181  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 PF0181  DYNAMIC HT  -         150.456 (meters)     493.62  (feet)  COMP
 PF0181  MODELED GRAV-     980,470.3   (mgal)                       NAVD 88
 PF0181
 PF0181  VERT ORDER  -  SECOND    CLASS 0
 PF0181
 PF0181.The horizontal coordinates were scaled from a topographic map and have
 PF0181.an estimated accuracy of +/- 6 seconds.
 PF0181
 PF0181.The orthometric height was determined by differential leveling
 PF0181.and adjusted by the National Geodetic Survey in June 1991..
 PF0181
 PF0181.The geoid height was determined by GEOID03.
 PF0181
 PF0181.The dynamic height is computed by dividing the NAVD 88
 PF0181.geopotential number by the normal gravity value computed on the
 PF0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0181.degrees latitude (g = 980.6199 gals.).
 PF0181
 PF0181.The modeled gravity was interpolated from observed gravity values.
 PF0181
 PF0181;                    North         East    Units  Estimated Accuracy
 PF0181;SPC ME W     -   134,630.      857,170.      MT  (+/- 180 meters Scaled)
 PF0181
 PF0181                          SUPERSEDED SURVEY CONTROL
 PF0181
 PF0181  NGVD 29 (??/??/92)  150.646  (m)          494.24   (f) ADJ UNCH    2 0
 PF0181
 PF0181.Superseded values are not recommended for survey control.
 PF0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0181.See file dsdata.txt to determine how the superseded data were derived.
 PF0181
 PF0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ637781(NAD 83)
 PF0181_MARKER: DB = BENCH MARK DISK
 PF0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PF0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PF0181_STAMPING: J 28 1935
 PF0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0181+STABILITY: SURFACE MOTION
 PF0181
 PF0181  HISTORY     - Date     Condition        Report By
 PF0181  HISTORY     - 1935     MONUMENTED       CGS
 PF0181  HISTORY     - 1947     GOOD             LOCENG
 PF0181  HISTORY     - 20040228 MARK NOT FOUND   GEOCAC
 PF0181
 PF0181                          STATION DESCRIPTION
 PF0181
 PF0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PF0181'AT BRIDGTON.
 PF0181'AT BRIDGTON, CUMBERLAND COUNTY, AT THE CIVIL WAR MEMORIAL PARK,
 PF0181'47 FEET SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 302, 22.6
 PF0181'FEET WEST OF A FIRE HYDRANT, AND 5 FEET EAST OF THE EAST SIDE
 PF0181'OF THE MONUMENT BASE.  A STANDARD DISK, STAMPED J 28 1935 AND SET
 PF0181'IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 PF0181
 PF0181                          STATION RECOVERY (1947)
 PF0181
 PF0181'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1947
 PF0181'RECOVERED IN GOOD CONDITION.
 PF0181
 PF0181                          STATION RECOVERY (2004)
 PF0181
 PF0181'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 PF0181'MARK NOT FOUND. WRITTEN DESCRIPTION DOES NOT MATCH CURRENT AREA.
 PF0181'CO-ORDINATES DID NOT PIN POINT THE MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0154 ***********************************************************************
 PF0154  DESIGNATION -  J 29
 PF0154  PID         -  PF0154
 PF0154  STATE/COUNTY-  ME/ANDROSCOGGIN
 PF0154  USGS QUAD   -  LIVERMORE FALLS (1967)
 PF0154
 PF0154                         *CURRENT SURVEY CONTROL
 PF0154  ___________________________________________________________________
 PF0154* NAD 83(1986)-  44 28 25.     (N)    070 11 29.     (W)     SCALED    
 PF0154* NAVD 88     -       107.130  (meters)     351.48   (feet)  ADJUSTED  
 PF0154  ___________________________________________________________________
 PF0154  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 PF0154  DYNAMIC HT  -         107.119 (meters)     351.44  (feet)  COMP
 PF0154  MODELED GRAV-     980,510.4   (mgal)                       NAVD 88
 PF0154
 PF0154  VERT ORDER  -  SECOND    CLASS 0
 PF0154
 PF0154.The horizontal coordinates were scaled from a topographic map and have
 PF0154.an estimated accuracy of +/- 6 seconds.
 PF0154
 PF0154.The orthometric height was determined by differential leveling
 PF0154.and adjusted by the National Geodetic Survey in June 1991..
 PF0154
 PF0154.The geoid height was determined by GEOID03.
 PF0154
 PF0154.The dynamic height is computed by dividing the NAVD 88
 PF0154.geopotential number by the normal gravity value computed on the
 PF0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0154.degrees latitude (g = 980.6199 gals.).
 PF0154
 PF0154.The modeled gravity was interpolated from observed gravity values.
 PF0154
 PF0154;                    North         East    Units  Estimated Accuracy
 PF0154;SPC ME W     -   182,240.      898,030.      MT  (+/- 180 meters Scaled)
 PF0154
 PF0154                          SUPERSEDED SURVEY CONTROL
 PF0154
 PF0154  NGVD 29 (??/??/92)  107.259  (m)          351.90   (f) ADJ UNCH    2 0
 PF0154
 PF0154.Superseded values are not recommended for survey control.
 PF0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0154.See file dsdata.txt to determine how the superseded data were derived.
 PF0154
 PF0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK052251(NAD 83)
 PF0154_MARKER: DB = BENCH MARK DISK
 PF0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PF0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PF0154_STAMPING: J 29 1935
 PF0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0154+STABILITY: SURFACE MOTION
 PF0154
 PF0154  HISTORY     - Date     Condition        Report By
 PF0154  HISTORY     - 1935     MONUMENTED       CGS
 PF0154  HISTORY     - 1935     GOOD             NGS
 PF0154
 PF0154                          STATION DESCRIPTION
 PF0154
 PF0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PF0154'AT LIVERMORE FALLS.
 PF0154'AT LIVERMORE FALLS, ANDROSCOGGIN COUNTY, 113 FEET SOUTH OF THE
 PF0154'SOUTH CORNER OF THE MAINE CENTRAL RAILROAD STATION, 75 FEET
 PF0154'NORTHWEST OF THE CENTER OF THE CROSSING OF STATE HIGHWAY 4, 19.8
 PF0154'FEET WEST OF THE WEST RAIL OF THE WEST TRACK, AND 10.4 FEET
 PF0154'SOUTHWEST OF A POLE.  A STANDARD DISK, STAMPED J 29 1935 AND SET
 PF0154'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0145 ***********************************************************************
 QF0145  DESIGNATION -  J 3
 QF0145  PID         -  QF0145
 QF0145  STATE/COUNTY-  ME/WASHINGTON
 QF0145  USGS QUAD   -  DANFORTH (1988)
 QF0145
 QF0145                         *CURRENT SURVEY CONTROL
 QF0145  ___________________________________________________________________
 QF0145* NAD 83(1986)-  45 39 28.     (N)    067 52 00.     (W)     SCALED    
 QF0145* NAVD 88     -       119.249  (meters)     391.24   (feet)  ADJUSTED  
 QF0145  ___________________________________________________________________
 QF0145  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 QF0145  DYNAMIC HT  -         119.251 (meters)     391.24  (feet)  COMP
 QF0145  MODELED GRAV-     980,632.7   (mgal)                       NAVD 88
 QF0145  OBS GRAVITY -     980,632.5   (mgal)                       GRAV_OBS
 QF0145
 QF0145  VERT ORDER  -  FIRST     CLASS II
 QF0145
 QF0145.The horizontal coordinates were scaled from a topographic map and have
 QF0145.an estimated accuracy of +/- 6 seconds.
 QF0145
 QF0145.The orthometric height was determined by differential leveling
 QF0145.and adjusted by the National Geodetic Survey in June 1991..
 QF0145.WARNING-Repeat measurements at this control monument indicate possible
 QF0145.vertical movement.
 QF0145
 QF0145.The geoid height was determined by GEOID03.
 QF0145
 QF0145.The dynamic height is computed by dividing the NAVD 88
 QF0145.geopotential number by the normal gravity value computed on the
 QF0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0145.degrees latitude (g = 980.6199 gals.).
 QF0145
 QF0145.The modeled gravity was interpolated from observed gravity values.
 QF0145.The observed gravity was obtained from relative gravimeter ties
 QF0145.to the IGSN71 gravity network.
 QF0145
 QF0145;                    North         East    Units  Estimated Accuracy
 QF0145;SPC ME E     -   221,440.      349,360.      MT  (+/- 180 meters Scaled)
 QF0145
 QF0145                          SUPERSEDED SURVEY CONTROL
 QF0145
 QF0145.No superseded survey control is available for this station.
 QF0145
 QF0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL882566(NAD 83)
 QF0145_MARKER: DB = BENCH MARK DISK
 QF0145_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QF0145_SP_SET: BUILDING FOUNDATION
 QF0145_STAMPING: ELEV 391.771 FT J 3 1916
 QF0145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QF0145
 QF0145  HISTORY     - Date     Condition        Report By
 QF0145  HISTORY     - 1916     MONUMENTED       CGS
 QF0145  HISTORY     - 1978     GOOD             NGS
 QF0145  HISTORY     - 1978     GOOD             NGS
 QF0145  HISTORY     - 1982     GOOD             NGS
 QF0145
 QF0145                          STATION DESCRIPTION
 QF0145
 QF0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1916
 QF0145'AT DANFORTH.
 QF0145'AT DANFORTH, WASHINGTON COUNTY, AT THE TOWN HALL, IN THE FACE
 QF0145'OF THE GRANITE FOUNDATION, 9 FEET EAST OF THE WEST ENTRANCE
 QF0145'STEPS, AND 1 FOOT ABOVE THE GROUND.  A STANDARD DISK, STAMPED
 QF0145'ELEV 391.771 FT J 3 1916 AND SET VERTICALLY.
 QF0145
 QF0145                          STATION RECOVERY (1978)
 QF0145
 QF0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QF0145'THIS BENCH MARK HAS BEEN DESIGNATED A BASIC NET A LEVEL LINE
 QF0145'JUNCTION MARK.
 QF0145
 QF0145                          STATION RECOVERY (1978)
 QF0145
 QF0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QF0145'THIS BENCH MARK HAS BEEN DESIGNATED A BASIC NET A LEVEL LINE
 QF0145'JUNCTION MARK.
 QF0145
 QF0145                          STATION RECOVERY (1982)
 QF0145
 QF0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QF0145'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0146 ***********************************************************************
 PF0146  DESIGNATION -  J 30
 PF0146  PID         -  PF0146
 PF0146  STATE/COUNTY-  ME/ANDROSCOGGIN
 PF0146  USGS QUAD   -  MONMOUTH (1979)
 PF0146
 PF0146                         *CURRENT SURVEY CONTROL
 PF0146  ___________________________________________________________________
 PF0146* NAD 83(1986)-  44 13 48.     (N)    070 04 32.     (W)     SCALED    
 PF0146* NAVD 88     -        99.537  (meters)     326.56   (feet)  ADJUSTED  
 PF0146  ___________________________________________________________________
 PF0146  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 PF0146  DYNAMIC HT  -          99.526 (meters)     326.53  (feet)  COMP
 PF0146  MODELED GRAV-     980,517.0   (mgal)                       NAVD 88
 PF0146
 PF0146  VERT ORDER  -  SECOND    CLASS 0
 PF0146
 PF0146.The horizontal coordinates were scaled from a topographic map and have
 PF0146.an estimated accuracy of +/- 6 seconds.
 PF0146
 PF0146.The orthometric height was determined by differential leveling
 PF0146.and adjusted by the National Geodetic Survey in June 1991..
 PF0146
 PF0146.The geoid height was determined by GEOID03.
 PF0146
 PF0146.The dynamic height is computed by dividing the NAVD 88
 PF0146.geopotential number by the normal gravity value computed on the
 PF0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0146.degrees latitude (g = 980.6199 gals.).
 PF0146
 PF0146.The modeled gravity was interpolated from observed gravity values.
 PF0146
 PF0146;                    North         East    Units  Estimated Accuracy
 PF0146;SPC ME W     -   155,170.      907,280.      MT  (+/- 180 meters Scaled)
 PF0146
 PF0146                          SUPERSEDED SURVEY CONTROL
 PF0146
 PF0146  NGVD 29 (??/??/92)   99.637  (m)          326.89   (f) ADJ UNCH    2 0
 PF0146
 PF0146.Superseded values are not recommended for survey control.
 PF0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0146.See file dsdata.txt to determine how the superseded data were derived.
 PF0146
 PF0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ141979(NAD 83)
 PF0146_MARKER: DB = BENCH MARK DISK
 PF0146_SETTING: 0 = UNSPECIFIED SETTING
 PF0146_STAMPING: J 30 1935
 PF0146_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PF0146
 PF0146  HISTORY     - Date     Condition        Report By
 PF0146  HISTORY     - 1935     MONUMENTED       CGS
 PF0146  HISTORY     - 1964     MARK NOT FOUND   USE
 PF0146
 PF0146                          STATION DESCRIPTION
 PF0146
 PF0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PF0146'2.6 MI S FROM CURTIS CORNER.
 PF0146'2.6 MILES SOUTH ALONG THE MAINE CENTRAL RAILROAD FROM THE STATION
 PF0146'AT CURTIS CORNER, ANDROSCOGGIN COUNTY, 54.4 FEET SOUTHWEST OF
 PF0146'THE SOUTHWEST CORNER OF STATION AT HIGHMOOR, 48 FEET NORTHWEST
 PF0146'OF THE CENTER OF A ROAD CROSSING, 28 FEET WEST OF THE WEST RAIL,
 PF0146'AND 5 FEET NORTH OF THE CORNER FENCE POST.
 PF0146
 PF0146                          STATION RECOVERY (1964)
 PF0146
 PF0146'RECOVERY NOTE BY US ENGINEERS 1964
 PF0146'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1207 ***********************************************************************
 PE1207  DESIGNATION -  J 31
 PE1207  PID         -  PE1207
 PE1207  STATE/COUNTY-  ME/KENNEBEC
 PE1207  USGS QUAD   -  TOGUS POND (1982)
 PE1207
 PE1207                         *CURRENT SURVEY CONTROL
 PE1207  ___________________________________________________________________
 PE1207* NAD 83(1986)-  44 21 51.     (N)    069 44 24.     (W)     SCALED    
 PE1207* NAVD 88     -        13.756  (meters)      45.13   (feet)  ADJUSTED  
 PE1207  ___________________________________________________________________
 PE1207  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 PE1207  DYNAMIC HT  -          13.755 (meters)      45.13  (feet)  COMP
 PE1207  MODELED GRAV-     980,528.1   (mgal)                       NAVD 88
 PE1207
 PE1207  VERT ORDER  -  SECOND    CLASS 0
 PE1207
 PE1207.The horizontal coordinates were scaled from a topographic map and have
 PE1207.an estimated accuracy of +/- 6 seconds.
 PE1207
 PE1207.The orthometric height was determined by differential leveling
 PE1207.and adjusted by the National Geodetic Survey in June 1991..
 PE1207
 PE1207.The geoid height was determined by GEOID03.
 PE1207
 PE1207.The dynamic height is computed by dividing the NAVD 88
 PE1207.geopotential number by the normal gravity value computed on the
 PE1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1207.degrees latitude (g = 980.6199 gals.).
 PE1207
 PE1207.The modeled gravity was interpolated from observed gravity values.
 PE1207
 PE1207;                    North         East    Units  Estimated Accuracy
 PE1207;SPC ME W     -   170,170.      934,010.      MT  (+/- 180 meters Scaled)
 PE1207
 PE1207                          SUPERSEDED SURVEY CONTROL
 PE1207
 PE1207  NGVD 29 (??/??/92)   13.978  (m)           45.86   (f) ADJ UNCH    2 0
 PE1207
 PE1207.Superseded values are not recommended for survey control.
 PE1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1207.See file dsdata.txt to determine how the superseded data were derived.
 PE1207
 PE1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK410125(NAD 83)
 PE1207_MARKER: DB = BENCH MARK DISK
 PE1207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1207_STAMPING: J 31 1935
 PE1207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1207+STABILITY: SURFACE MOTION
 PE1207
 PE1207  HISTORY     - Date     Condition        Report By
 PE1207  HISTORY     - 1935     MONUMENTED       CGS
 PE1207  HISTORY     - 1974     MARK NOT FOUND   NGS
 PE1207
 PE1207                          STATION DESCRIPTION
 PE1207
 PE1207'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE1207'4 MI NE FROM AUGUSTA.
 PE1207'4.0 MILES NORTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE1207'STATION AT AUGUSTA, KENNEBEC COUNTY, 78 FEET SOUTH OF A ROAD
 PE1207'CROSSING, 23.2 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND 1.6
 PE1207'FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 PE1207'STAMPED J 31 1935 AND SET IN THE TOP OF A CONCRETE POST FLUSH
 PE1207'WITH THE GROUND.
 PE1207
 PE1207                          STATION RECOVERY (1974)
 PE1207
 PE1207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 PE1207'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0757 ***********************************************************************
 QG0757  DESIGNATION -  J 32
 QG0757  PID         -  QG0757
 QG0757  STATE/COUNTY-  ME/PENOBSCOT
 QG0757  USGS QUAD   -  DEXTER (1984)
 QG0757
 QG0757                         *CURRENT SURVEY CONTROL
 QG0757  ___________________________________________________________________
 QG0757* NAD 83(1986)-  45 00 38.     (N)    069 17 50.     (W)     SCALED    
 QG0757* NAVD 88     -       113.738  (meters)     373.16   (feet)  ADJUSTED  
 QG0757  ___________________________________________________________________
 QG0757  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 QG0757  DYNAMIC HT  -         113.733 (meters)     373.14  (feet)  COMP
 QG0757  MODELED GRAV-     980,570.6   (mgal)                       NAVD 88
 QG0757
 QG0757  VERT ORDER  -  SECOND    CLASS 0
 QG0757
 QG0757.The horizontal coordinates were scaled from a topographic map and have
 QG0757.an estimated accuracy of +/- 6 seconds.
 QG0757
 QG0757.The orthometric height was determined by differential leveling
 QG0757.and adjusted by the National Geodetic Survey in June 1991..
 QG0757
 QG0757.The geoid height was determined by GEOID03.
 QG0757
 QG0757.The dynamic height is computed by dividing the NAVD 88
 QG0757.geopotential number by the normal gravity value computed on the
 QG0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0757.degrees latitude (g = 980.6199 gals.).
 QG0757
 QG0757.The modeled gravity was interpolated from observed gravity values.
 QG0757
 QG0757;                    North         East    Units  Estimated Accuracy
 QG0757;SPC ME E     -   149,630.      237,160.      MT  (+/- 180 meters Scaled)
 QG0757
 QG0757                          SUPERSEDED SURVEY CONTROL
 QG0757
 QG0757  NGVD 29 (??/??/92)  113.926  (m)          373.77   (f) ADJ UNCH    2 0
 QG0757
 QG0757.Superseded values are not recommended for survey control.
 QG0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0757.See file dsdata.txt to determine how the superseded data were derived.
 QG0757
 QG0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK765841(NAD 83)
 QG0757_MARKER: DB = BENCH MARK DISK
 QG0757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0757_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0757_STAMPING: J 32 1935
 QG0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0757+STABILITY: SURFACE MOTION
 QG0757
 QG0757  HISTORY     - Date     Condition        Report By
 QG0757  HISTORY     - 1935     MONUMENTED       CGS
 QG0757
 QG0757                          STATION DESCRIPTION
 QG0757
 QG0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QG0757'1.5 MI SW FROM DEXTER.
 QG0757'1.5 MILES SOUTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM
 QG0757'THE STATION AT DEXTER, PENOBSCOT COUNTY, ABOUT 0.4 MILE NORTH
 QG0757'OF A ROAD UNDERPASS, ABOUT 170 YARDS SOUTH OF A DIRT-ROAD CROSSING,
 QG0757'AT THE NORTH END OF A CURVE, 28.5 FEET EAST OF THE EAST RAIL,
 QG0757'AT THE SOUTH END OF A FILL, AND 1.5 FEET WEST OF A RIGHT-OF-WAY
 QG0757'FENCE.  A STANDARD DISK, STAMPED J 32 1935 AND SET IN THE TOP
 QG0757'OF A CONCRETE POST PROJECTING ABOUT 1/2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0801 ***********************************************************************
 QG0801  DESIGNATION -  J 33
 QG0801  PID         -  QG0801
 QG0801  STATE/COUNTY-  ME/PISCATAQUIS
 QG0801  USGS QUAD   -  MONSON WEST (1989)
 QG0801
 QG0801                         *CURRENT SURVEY CONTROL
 QG0801  ___________________________________________________________________
 QG0801* NAD 83(1986)-  45 16 59.     (N)    069 35 10.     (W)     SCALED    
 QG0801* NAVD 88     -       242.248  (meters)     794.78   (feet)  ADJUSTED  
 QG0801  ___________________________________________________________________
 QG0801  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 QG0801  DYNAMIC HT  -         242.238 (meters)     794.74  (feet)  COMP
 QG0801  MODELED GRAV-     980,567.5   (mgal)                       NAVD 88
 QG0801
 QG0801  VERT ORDER  -  SECOND    CLASS 0
 QG0801
 QG0801.The horizontal coordinates were scaled from a topographic map and have
 QG0801.an estimated accuracy of +/- 6 seconds.
 QG0801
 QG0801.The orthometric height was determined by differential leveling
 QG0801.and adjusted by the National Geodetic Survey in June 1991..
 QG0801
 QG0801.The geoid height was determined by GEOID03.
 QG0801
 QG0801.The dynamic height is computed by dividing the NAVD 88
 QG0801.geopotential number by the normal gravity value computed on the
 QG0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0801.degrees latitude (g = 980.6199 gals.).
 QG0801
 QG0801.The modeled gravity was interpolated from observed gravity values.
 QG0801
 QG0801;                    North         East    Units  Estimated Accuracy
 QG0801;SPC ME E     -   180,170.      214,800.      MT  (+/- 180 meters Scaled)
 QG0801
 QG0801                          SUPERSEDED SURVEY CONTROL
 QG0801
 QG0801  NGVD 29 (??/??/92)  242.423  (m)          795.35   (f) ADJ UNCH    2 0
 QG0801
 QG0801.Superseded values are not recommended for survey control.
 QG0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0801.See file dsdata.txt to determine how the superseded data were derived.
 QG0801
 QG0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL540145(NAD 83)
 QG0801_MARKER: DB = BENCH MARK DISK
 QG0801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0801_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0801_STAMPING: J 33 1935
 QG0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0801+STABILITY: SURFACE MOTION
 QG0801
 QG0801  HISTORY     - Date     Condition        Report By
 QG0801  HISTORY     - 1935     MONUMENTED       CGS
 QG0801  HISTORY     - 19861009 MARK NOT FOUND   USPSQD
 QG0801
 QG0801                          STATION DESCRIPTION
 QG0801
 QG0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QG0801'AT BLANCHARD.
 QG0801'AT BLANCHARD, PISCATAQUIS COUNTY, 78.2 FEET NORTHEAST OF
 QG0801'THE NORTHEAST CORNER OF THE BANGOR AND AROOSTOOK RAILROAD
 QG0801'STATION, 106 FEET NORTHEAST OF THE CENTER OF A CROSSING, AND
 QG0801'18 FEET EAST OF THE EAST RAIL.  A STANDARD DISK, STAMPED J 33
 QG0801'1935 AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH
 QG0801'WITH THE GROUND.
 QG0801
 QG0801                          STATION RECOVERY (1986)
 QG0801
 QG0801'RECOVERY NOTE BY US POWER SQUADRON 1986 (DVH)
 QG0801'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0746 ***********************************************************************
 QG0746  DESIGNATION -  J 34
 QG0746  PID         -  QG0746
 QG0746  STATE/COUNTY-  ME/PISCATAQUIS
 QG0746  USGS QUAD   -  DOVER FOXCROFT (1983)
 QG0746
 QG0746                         *CURRENT SURVEY CONTROL
 QG0746  ___________________________________________________________________
 QG0746* NAD 83(1986)-  45 11 16.     (N)    069 10 05.     (W)     SCALED    
 QG0746* NAVD 88     -        98.111  (meters)     321.89   (feet)  ADJUSTED  
 QG0746  ___________________________________________________________________
 QG0746  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 QG0746  DYNAMIC HT  -          98.109 (meters)     321.88  (feet)  COMP
 QG0746  MODELED GRAV-     980,591.5   (mgal)                       NAVD 88
 QG0746
 QG0746  VERT ORDER  -  FIRST     CLASS II
 QG0746
 QG0746.The horizontal coordinates were scaled from a topographic map and have
 QG0746.an estimated accuracy of +/- 6 seconds.
 QG0746
 QG0746.The orthometric height was determined by differential leveling
 QG0746.and adjusted by the National Geodetic Survey in June 1991..
 QG0746
 QG0746.The geoid height was determined by GEOID03.
 QG0746
 QG0746.The dynamic height is computed by dividing the NAVD 88
 QG0746.geopotential number by the normal gravity value computed on the
 QG0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0746.degrees latitude (g = 980.6199 gals.).
 QG0746
 QG0746.The modeled gravity was interpolated from observed gravity values.
 QG0746
 QG0746;                    North         East    Units  Estimated Accuracy
 QG0746;SPC ME E     -   169,230.      247,500.      MT  (+/- 180 meters Scaled)
 QG0746
 QG0746                          SUPERSEDED SURVEY CONTROL
 QG0746
 QG0746  NGVD 29 (??/??/92)   98.274  (m)          322.42   (f) ADJ UNCH    1 2
 QG0746
 QG0746.Superseded values are not recommended for survey control.
 QG0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0746.See file dsdata.txt to determine how the superseded data were derived.
 QG0746
 QG0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL867038(NAD 83)
 QG0746_MARKER: DB = BENCH MARK DISK
 QG0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0746_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0746_STAMPING: J 34 1935
 QG0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0746+STABILITY: SURFACE MOTION
 QG0746
 QG0746  HISTORY     - Date     Condition        Report By
 QG0746  HISTORY     - 1935     MONUMENTED       CGS
 QG0746  HISTORY     - 1978     GOOD             NGS
 QG0746
 QG0746                          STATION DESCRIPTION
 QG0746
 QG0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QG0746'3 MI E FROM DOVER-FOXCROFT.
 QG0746'3.0 MILES EAST ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 QG0746'THE STATION AT DOVER-FOXCROFT, PISCATAQUIS COUNTY, 72.2 FEET
 QG0746'EAST OF THE EAST WALL OF THE STATION AT EAST DOVER, 30 FEET
 QG0746'WEST OF THE CENTER OF A ROAD CROSSING, AND 17.4 FEET SOUTH
 QG0746'RAIL OF THE MAIN TRACK.  A STANDARD DISK, STAMPED J 34 1935
 QG0746'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES
 QG0746'ABOVE GROUND.
 QG0746
 QG0746                          STATION RECOVERY (1978)
 QG0746
 QG0746'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0746'1.8 MILES SOUTHEAST ALONG STATE HIGHWAY 15 FROM ITS JUNCTION WITH
 QG0746'STATE HIGHWAY 6, THENCE 2.15 MILES EAST ALONG RANGE ROAD, THENCE
 QG0746'0.8 MILE NORTH ALONG A PAVED ROAD,0.15 MILE NORTH OF THE BRIDGE
 QG0746'NORTH OF THE NORTHEAST CORNER OF A LARGE TWO STORY WOOD FRAME HOUSE
 QG0746'OWNED BY A MR. EMORY, 24.5 FT. WEST OF THE CENTER LINE OF THE PAVED
 QG0746'ROAD, 6.5 FT. WEST OF POWER POLE 7 88 WITH ONE LIGHT, ONE TRANSFORMER
 QG0746'AND ONE GUY WIRE LEADING EAST OVER THE ROAD, 20.0 FT. SOUTH OF THE
 QG0746'CENTER LINE OF AN ABANDONDED RAILROAD BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0058 ***********************************************************************
 RF0058  DESIGNATION -  J 36
 RF0058  PID         -  RF0058
 RF0058  STATE/COUNTY-  ME/AROOSTOOK
 RF0058  USGS QUAD   -  SQUA PAN LAKE WEST (1986)
 RF0058
 RF0058                         *CURRENT SURVEY CONTROL
 RF0058  ___________________________________________________________________
 RF0058* NAD 83(1986)-  46 33 57.     (N)    068 17 46.     (W)     SCALED    
 RF0058* NAVD 88     -       199.175  (meters)     653.46   (feet)  ADJUSTED  
 RF0058  ___________________________________________________________________
 RF0058  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 RF0058  DYNAMIC HT  -         199.193 (meters)     653.52  (feet)  COMP
 RF0058  MODELED GRAV-     980,698.8   (mgal)                       NAVD 88
 RF0058
 RF0058  VERT ORDER  -  SECOND    CLASS 0
 RF0058
 RF0058.The horizontal coordinates were scaled from a topographic map and have
 RF0058.an estimated accuracy of +/- 6 seconds.
 RF0058
 RF0058.The orthometric height was determined by differential leveling
 RF0058.and adjusted by the National Geodetic Survey in June 1991..
 RF0058
 RF0058.The geoid height was determined by GEOID03.
 RF0058
 RF0058.The dynamic height is computed by dividing the NAVD 88
 RF0058.geopotential number by the normal gravity value computed on the
 RF0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0058.degrees latitude (g = 980.6199 gals.).
 RF0058
 RF0058.The modeled gravity was interpolated from observed gravity values.
 RF0058
 RF0058;                    North         East    Units  Estimated Accuracy
 RF0058;SPC ME E     -   322,180.      315,630.      MT  (+/- 180 meters Scaled)
 RF0058
 RF0058                          SUPERSEDED SURVEY CONTROL
 RF0058
 RF0058  NGVD 29 (??/??/92)  199.351  (m)          654.04   (f) ADJ UNCH    2 0
 RF0058
 RF0058.Superseded values are not recommended for survey control.
 RF0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0058.See file dsdata.txt to determine how the superseded data were derived.
 RF0058
 RF0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM539571(NAD 83)
 RF0058_MARKER: DB = BENCH MARK DISK
 RF0058_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RF0058_SP_SET: CULVERT
 RF0058_STAMPING: J 36 1935
 RF0058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RF0058
 RF0058  HISTORY     - Date     Condition        Report By
 RF0058  HISTORY     - 1935     MONUMENTED       CGS
 RF0058
 RF0058                          STATION DESCRIPTION
 RF0058
 RF0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RF0058'4 MI NE FROM SQUA PAN.
 RF0058'ABOUT 4.0 MILES NORTHEAST ALONG THE BANGOR AND AROOSTOOK RAILROAD
 RF0058'FROM THE STATION AT SQUA PAN, AROOSTOOK COUNTY, 23 FEET EAST OF
 RF0058'MILEPOST 4, 9 FEET NORTH OF THE NORTH RAIL AT A 6-BY 6-FOOT
 RF0058'CONCRETE BOX CULVERT, IN THE CENTER OF THE TOP OF THE NORTH
 RF0058'HEAD WALL, AND 12 INCHES FROM THE WEST END.  A STANDARD DISK,
 RF0058'STAMPED J 36 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0798 ***********************************************************************
 PE0798  DESIGNATION -  J 37
 PE0798  PID         -  PE0798
 PE0798  STATE/COUNTY-  ME/WALDO
 PE0798  USGS QUAD   -  BROOKS WEST (1982)
 PE0798
 PE0798                         *CURRENT SURVEY CONTROL
 PE0798  ___________________________________________________________________
 PE0798* NAD 83(1986)-  44 32 34.     (N)    069 10 01.     (W)     SCALED    
 PE0798* NAVD 88     -       136.104  (meters)     446.53   (feet)  ADJUSTED  
 PE0798  ___________________________________________________________________
 PE0798  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 PE0798  DYNAMIC HT  -         136.093 (meters)     446.50  (feet)  COMP
 PE0798  MODELED GRAV-     980,530.8   (mgal)                       NAVD 88
 PE0798
 PE0798  VERT ORDER  -  SECOND    CLASS 0
 PE0798
 PE0798.The horizontal coordinates were scaled from a topographic map and have
 PE0798.an estimated accuracy of +/- 6 seconds.
 PE0798
 PE0798.The orthometric height was determined by differential leveling
 PE0798.and adjusted by the National Geodetic Survey in June 1991..
 PE0798
 PE0798.The geoid height was determined by GEOID03.
 PE0798
 PE0798.The dynamic height is computed by dividing the NAVD 88
 PE0798.geopotential number by the normal gravity value computed on the
 PE0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0798.degrees latitude (g = 980.6199 gals.).
 PE0798
 PE0798.The modeled gravity was interpolated from observed gravity values.
 PE0798
 PE0798;                    North         East    Units  Estimated Accuracy
 PE0798;SPC ME E     -    97,560.      247,000.      MT  (+/- 180 meters Scaled)
 PE0798
 PE0798                          SUPERSEDED SURVEY CONTROL
 PE0798
 PE0798  NGVD 29 (??/??/92)  136.306  (m)          447.20   (f) ADJ UNCH    2 0
 PE0798
 PE0798.Superseded values are not recommended for survey control.
 PE0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0798.See file dsdata.txt to determine how the superseded data were derived.
 PE0798
 PE0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK867321(NAD 83)
 PE0798_MARKER: DB = BENCH MARK DISK
 PE0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0798_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0798_STAMPING: J 37 1935
 PE0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0798+STABILITY: SURFACE MOTION
 PE0798
 PE0798  HISTORY     - Date     Condition        Report By
 PE0798  HISTORY     - 1935     MONUMENTED       CGS
 PE0798
 PE0798                          STATION DESCRIPTION
 PE0798
 PE0798'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE0798'2.5 MI W FROM BROOKS.
 PE0798'2.5 MILES WEST ALONG THE BELFAST AND MOOSEHEAD LAKE RAILROAD
 PE0798'FROM THE STATION AT BROOKS, WALDO COUNTY, ABOUT 0.5 MILE EAST
 PE0798'OF MILEPOST B 15, 28.5 FEET SOUTH OF THE CENTER OF A COUNTY-ROAD
 PE0798'CROSSING, AND 17.7 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 PE0798'MAIN TRACK.  A STANDARD DISK, STAMPED J 37 1935 AND SET IN
 PE0798'THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0175 ***********************************************************************
 PE0175  DESIGNATION -  J 39
 PE0175  PID         -  PE0175
 PE0175  STATE/COUNTY-  ME/WASHINGTON
 PE0175  USGS QUAD   -  LEAD MOUNTAIN (1987)
 PE0175
 PE0175                         *CURRENT SURVEY CONTROL
 PE0175  ___________________________________________________________________
 PE0175* NAD 83(1986)-  44 50 09.     (N)    068 04 41.     (W)     SCALED    
 PE0175* NAVD 88     -        84.522  (meters)     277.30   (feet)  ADJUSTED  
 PE0175  ___________________________________________________________________
 PE0175  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 PE0175  DYNAMIC HT  -          84.517 (meters)     277.29  (feet)  COMP
 PE0175  MODELED GRAV-     980,557.3   (mgal)                       NAVD 88
 PE0175
 PE0175  VERT ORDER  -  SECOND    CLASS 0
 PE0175
 PE0175.The horizontal coordinates were scaled from a topographic map and have
 PE0175.an estimated accuracy of +/- 6 seconds.
 PE0175
 PE0175.The orthometric height was determined by differential leveling
 PE0175.and adjusted by the National Geodetic Survey in June 1991..
 PE0175
 PE0175.The geoid height was determined by GEOID03.
 PE0175
 PE0175.The dynamic height is computed by dividing the NAVD 88
 PE0175.geopotential number by the normal gravity value computed on the
 PE0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0175.degrees latitude (g = 980.6199 gals.).
 PE0175
 PE0175.The modeled gravity was interpolated from observed gravity values.
 PE0175
 PE0175;                    North         East    Units  Estimated Accuracy
 PE0175;SPC ME E     -   129,990.      333,360.      MT  (+/- 180 meters Scaled)
 PE0175
 PE0175                          SUPERSEDED SURVEY CONTROL
 PE0175
 PE0175  NGVD 29 (??/??/92)   84.708  (m)          277.91   (f) ADJ UNCH    2 0
 PE0175
 PE0175.Superseded values are not recommended for survey control.
 PE0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0175.See file dsdata.txt to determine how the superseded data were derived.
 PE0175
 PE0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK728651(NAD 83)
 PE0175_MARKER: DB = BENCH MARK DISK
 PE0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0175_STAMPING: J 39 1935
 PE0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0175+STABILITY: SURFACE MOTION
 PE0175
 PE0175  HISTORY     - Date     Condition        Report By
 PE0175  HISTORY     - 1935     MONUMENTED       CGS
 PE0175  HISTORY     - 1957     MARK NOT FOUND   NGS
 PE0175
 PE0175                          STATION DESCRIPTION
 PE0175
 PE0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE0175'1.3 MI W FROM BEDDINGTON.
 PE0175'1.3 MILES WEST ALONG STATE HIGHWAY 9 FROM THE POST OFFICE AT
 PE0175'BEDDINGTON, WASHINGTON COUNTY, 0.5 MILE WEST OF THE JUNCTION
 PE0175'OF STATE HIGHWAY 193, 18 FEET NORTH OF THE T 22 MD-BEDDINGTON
 PE0175'TOWN LINE, DIRECTLY EAST OF THE HANCOCK-WASHINGTON COUNTY LINE,
 PE0175'AND 32 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD
 PE0175'DISK, STAMPED J 39 1935 AND SET IN THE TOP OF A CONCRETE POST
 PE0175'PROJECTING 6 INCHES ABOVE GROUND.
 PE0175
 PE0175                          STATION RECOVERY (1957)
 PE0175
 PE0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 PE0175'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0166 ***********************************************************************
 PF0166  DESIGNATION -  J 4 RESET
 PF0166  PID         -  PF0166
 PF0166  STATE/COUNTY-  ME/OXFORD
 PF0166  USGS QUAD   -  BRYANT POND (1989)
 PF0166
 PF0166                         *CURRENT SURVEY CONTROL
 PF0166  ___________________________________________________________________
 PF0166* NAD 83(1996)-  44 22 57.72325(N)    070 39 06.99487(W)     ADJUSTED  
 PF0166* NAVD 88     -       222.301  (meters)     729.33   (feet)  ADJUSTED  
 PF0166  ___________________________________________________________________
 PF0166  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 PF0166  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 PF0166  DYNAMIC HT  -         222.273 (meters)     729.24  (feet)  COMP
 PF0166  MODELED GRAV-     980,488.3   (mgal)                       NAVD 88
 PF0166
 PF0166  HORZ ORDER  -  SECOND
 PF0166  VERT ORDER  -  FIRST     CLASS II
 PF0166
 PF0166.The horizontal coordinates were established by classical geodetic methods
 PF0166.and adjusted by the National Geodetic Survey in March 1998..
 PF0166
 PF0166.The orthometric height was determined by differential leveling
 PF0166.and adjusted by the National Geodetic Survey in June 1991..
 PF0166
 PF0166.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF0166
 PF0166.The geoid height was determined by GEOID03.
 PF0166
 PF0166.The dynamic height is computed by dividing the NAVD 88
 PF0166.geopotential number by the normal gravity value computed on the
 PF0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0166.degrees latitude (g = 980.6199 gals.).
 PF0166
 PF0166.The modeled gravity was interpolated from observed gravity values.
 PF0166
 PF0166;                    North         East     Units Scale Factor Converg.
 PF0166;SPC ME W     -   172,250.662   861,330.165   MT  0.99998505   -0 20 21.9
 PF0166;UTM  19      - 4,915,707.041   368,410.799   MT  0.99981295   -1 09 20.2
 PF0166
 PF0166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF0166!SPC ME W     -   0.99996931  x   0.99998505  =   0.99995436
 PF0166!UTM  19      -   0.99996931  x   0.99981295  =   0.99978227
 PF0166
 PF0166|---------------------------------------------------------------------|
 PF0166| PID    Reference Object                     Distance      Geod. Az  |
 PF0166|                                                           dddmmss.s |
 PF0166| PF1114 J 4 RESET A PT                        9.199 METERS 11102     |
 PF0166| CE7795 J 4 RESET RM 1                        9.180 METERS 11940     |
 PF0166| PF0770 J 4 RESET AZ MK                     APPROX. 0.7 KM 1382645.8 |
 PF0166| CE7796 J 4 RESET RM 2                       12.143 METERS 31217     |
 PF0166|---------------------------------------------------------------------|
 PF0166
 PF0166                          SUPERSEDED SURVEY CONTROL
 PF0166
 PF0166  NAD 83(1992)-  44 22 57.72312(N)    070 39 06.99530(W) AD(       ) 2
 PF0166  NAD 83(1992)-  44 22 57.72312(N)    070 39 06.99530(W) AD(       ) 2
 PF0166  NAD 83(1986)-  44 22 57.73047(N)    070 39 06.99786(W) AD(       ) 2
 PF0166  NAD 27      -  44 22 57.48285(N)    070 39 08.76407(W) AD(       ) 2
 PF0166  NGVD 29 (??/??/??)  222.46   (m)          729.9    (f) RESET       3  
 PF0166
 PF0166.Superseded values are not recommended for survey control.
 PF0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0166.See file dsdata.txt to determine how the superseded data were derived.
 PF0166
 PF0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK6841115707(NAD 83)
 PF0166_MARKER: DB = BENCH MARK DISK
 PF0166_SETTING: 66 = SET IN ROCK OUTCROP
 PF0166_SP_SET: ROCK LEDGE
 PF0166_STAMPING: J 4 RESET 1932
 PF0166_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PF0166+STABILITY: POSITION/ELEVATION WELL
 PF0166
 PF0166  HISTORY     - Date     Condition        Report By
 PF0166  HISTORY     - 1976     MONUMENTED       NGS
 PF0166  HISTORY     - 1934     GOOD             NGS
 PF0166  HISTORY     - 1978     GOOD             NGS
 PF0166
 PF0166                          STATION DESCRIPTION
 PF0166
 PF0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 PF0166'THE STATION IS LOCATED ABOUT 6.5 MILES EAST-SOUTHEAST OF BETHEL
 PF0166'AND 0.5 MILE NORTHWEST OF BRYANT POND ON THE EAST SIDE OF
 PF0166'THE GRAND TRUNK RAILROAD.
 PF0166'
 PF0166'TO REACH THE STATION FROM THE POST OFFICE IN BRYANT POND, GO
 PF0166'NORTH ON ROUTE 26 FOR 0.45 MILE TO A CONCRETE RETAINING WALL ON
 PF0166'THE RIGHT AND THE STATION ON THE LEFT BETWEEN THE HIGHWAY AND
 PF0166'THE RAILROAD TRACKS. THE AZIMUTH MARK IS LOCATED IN THE
 PF0166'CONCRETE PLATFORM AT THE REAR OF THE POST OFFICE.
 PF0166'
 PF0166'STATION MARK, STAMPED---J 4 RESET 1932---, IS A STANDARD U.S.
 PF0166'COAST AND GEODETIC SURVEY BENCH MARK DISK CEMENTED IN A DRILL
 PF0166'HOLE IN A BOULDER WHICH PROJECTS ABOUT 2 FEET. IT IS 30.0 FEET
 PF0166'WEST-SOUTHWEST OF THE CENTERLINE OF ROUTE 26, 34.5 FEET EAST-
 PF0166'NORTHEAST OF THE EAST RAIL OF THE RAILROAD TRACKS AND 1.5 FEET
 PF0166'NORTHEAST OF A METAL WITNESS POST.
 PF0166'
 PF0166'REFERENCE MARK 1, STAMPED---J 4 RESET NO 1 1976---, IS A
 PF0166'STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 PF0166'POST WHICH PROJECTS ABOUT 2 INCHES ABOVE THE GROUND SURFACE. IT
 PF0166'IS 22.0 FEET WEST-SOUTHWEST OF THE CENTERLINE OF ROUTE 26, 39.0
 PF0166'FEET EAST-NORTHEAST OF THE EAST RAIL OF THE RAILROAD TRACKS AND
 PF0166'2.0 FEET WEST OF A METAL WITNESS POST.
 PF0166'
 PF0166'REFERENCE MARK 2, STAMPED---J 4 RESET NO 2 1976---, IS A
 PF0166'STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER WHICH
 PF0166'PROJECTS ABOUT 1 FOOT. IT IS 33.0 FEET WEST-SOUTHWEST OF THE
 PF0166'CENTERLINE OF ROUTE 26 AND 35.5 FEET EAST-NORTHEAST OF THE EAST
 PF0166'RAIL OF THE RAILROAD TRACKS.
 PF0166'
 PF0166'THE AZIMUTH MARK, STAMPED---J 4 RESET 1976---, IS A STANDARD
 PF0166'DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE PLATFORM AT THE
 PF0166'REAR OF THE BRYANT POND POST OFFICE. IT IS 2.7 FEET SOUTHEAST
 PF0166'OF THE NORTHWEST CORNER OF THE PLATFORM.
 PF0166'
 PF0166'THE HEIGHT OF LIGHT ABOVE THE STATION WAS 0.7 METERS.
 PF0166'
 PF0166'DESCRIBED BY JOHN R. HIGGINS.
 PF0166
 PF0166                          STATION RECOVERY (1934)
 PF0166
 PF0166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PF0166'0.4 MI NW FROM BRYANTS POND.
 PF0166'0.4 MILE NORTHWEST ALONG THE GRAND TRUNK RAILWAY FROM BRYANTS
 PF0166'POND, OXFORD COUNTY, 652 FEET NORTHWEST OF A HIGHWAY CROSSING,
 PF0166'36 FEET NORTH OF THE TRACK, AND IN A ROCK LEDGE.
 PF0166
 PF0166                          STATION RECOVERY (1978)
 PF0166
 PF0166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PF0166'0.4 MILE NORTHWEST ALONG STATE HIGHWAY 26 FROM THE POST OFFICE AT
 PF0166'BRYANT POND, 652 FT. NORTHWEST OF A HIGHWAY CROSSING THE TRACK,
 PF0166'36 FT. NORTH OF THE NORTH RAIL, 30.2 FT. NORTHWEST OF J 4 RM 1 RESET
 PF0166'1976, IN A ROCK LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0770 ***********************************************************************
 PF0770  DESIGNATION -  J 4 RESET AZ MK
 PF0770  PID         -  PF0770
 PF0770  STATE/COUNTY-  ME/OXFORD
 PF0770  USGS QUAD   -  BRYANT POND (1989)
 PF0770
 PF0770                         *CURRENT SURVEY CONTROL
 PF0770  ___________________________________________________________________
 PF0770* NAD 83(1996)-  44 22 41.09920(N)    070 38 46.44945(W)     ADJUSTED  
 PF0770* NAVD 88     -       217.037  (meters)     712.06   (feet)  ADJUSTED  
 PF0770  ___________________________________________________________________
 PF0770  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 PF0770  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 PF0770  DYNAMIC HT  -         217.010 (meters)     711.97  (feet)  COMP
 PF0770  MODELED GRAV-     980,488.2   (mgal)                       NAVD 88
 PF0770
 PF0770  HORZ ORDER  -  SECOND
 PF0770  VERT ORDER  -  FIRST     CLASS II
 PF0770
 PF0770.The horizontal coordinates were established by classical geodetic methods
 PF0770.and adjusted by the National Geodetic Survey in March 1998..
 PF0770
 PF0770.The orthometric height was determined by differential leveling
 PF0770.and adjusted by the National Geodetic Survey in June 1991..
 PF0770
 PF0770.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF0770
 PF0770.The geoid height was determined by GEOID03.
 PF0770
 PF0770.The dynamic height is computed by dividing the NAVD 88
 PF0770.geopotential number by the normal gravity value computed on the
 PF0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0770.degrees latitude (g = 980.6199 gals.).
 PF0770
 PF0770.The modeled gravity was interpolated from observed gravity values.
 PF0770
 PF0770;                    North         East     Units Scale Factor Converg.
 PF0770;SPC ME W     -   171,734.872   861,781.935   MT  0.99998462   -0 20 07.5
 PF0770;UTM  19      - 4,915,184.959   368,855.100   MT  0.99981152   -1 09 05.5
 PF0770
 PF0770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF0770!SPC ME W     -   0.99997014  x   0.99998462  =   0.99995476
 PF0770!UTM  19      -   0.99997014  x   0.99981152  =   0.99978167
 PF0770
 PF0770:                Primary Azimuth Mark                     Grid Az
 PF0770:SPC ME W     -  J 4 RESET                                318 47 07.7
 PF0770:UTM  19      -  J 4 RESET                                319 36 05.7
 PF0770
 PF0770|---------------------------------------------------------------------|
 PF0770| PID    Reference Object                     Distance      Geod. Az  |
 PF0770|                                                           dddmmss.s |
 PF0770| PF0166 J 4 RESET                           APPROX. 0.7 KM 3182700.2 |
 PF0770|---------------------------------------------------------------------|
 PF0770
 PF0770                          SUPERSEDED SURVEY CONTROL
 PF0770
 PF0770  NAD 83(1992)-  44 22 41.09906(N)    070 38 46.44990(W) AD(       ) 2
 PF0770  NAD 83(1992)-  44 22 41.09906(N)    070 38 46.44989(W) AD(       ) 2
 PF0770  NAD 83(1986)-  44 22 41.10637(N)    070 38 46.45247(W) AD(       ) 2
 PF0770  NAD 27      -  44 22 40.85849(N)    070 38 48.21967(W) AD(       ) 2
 PF0770  NGVD 29 (07/19/86)  217.2    (m)          713.     (f) VERT ANG       
 PF0770
 PF0770.Superseded values are not recommended for survey control.
 PF0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0770.See file dsdata.txt to determine how the superseded data were derived.
 PF0770
 PF0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK6885515185(NAD 83)
 PF0770_MARKER: DZ = AZIMUTH MARK DISK
 PF0770_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PF0770_SP_SET: CONCRETE PLATFORM
 PF0770_STAMPING: J 4 RESET 1976
 PF0770_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PF0770
 PF0770  HISTORY     - Date     Condition        Report By
 PF0770  HISTORY     - 1976     MONUMENTED       NGS
 PF0770  HISTORY     - 1978     GOOD             NGS
 PF0770
 PF0770                          STATION DESCRIPTION
 PF0770
 PF0770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 PF0770'THIS STATION WAS ESTABLISHED BY AN EDM MEASUREMENT FROM
 PF0770'TRAVERSE STATION BM J 4 RESET. SEE DESCRIPTION
 PF0770'THEREOF.
 PF0770'
 PF0770'DESCRIBED BY JERRY E. ELLINGWOOD.
 PF0770'
 PF0770'THE HEIGHT OF LIGHT ABOVE THE STATION WAS 1.0 METER.
 PF0770
 PF0770                          STATION RECOVERY (1978)
 PF0770
 PF0770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PF0770'BRYANT POND.
 PF0770'AT BRYANT POND, AT THE REAR OF THE POST OFFICE, IN TOP OF
 PF0770'THE CONCRETE PLATFORM, 2.7 FT. SOUTHEAST OF THE NORTHWEST CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0771 ***********************************************************************
 PF0771  DESIGNATION -  J 4 RM 1 RESET 1976
 PF0771  PID         -  PF0771
 PF0771  STATE/COUNTY-  ME/OXFORD
 PF0771  USGS QUAD   -  BRYANT POND (1989)
 PF0771
 PF0771                         *CURRENT SURVEY CONTROL
 PF0771  ___________________________________________________________________
 PF0771* NAD 83(1986)-  44 22 57.     (N)    070 39 06.     (W)     SCALED    
 PF0771* NAVD 88     -       223.145  (meters)     732.10   (feet)  ADJUSTED  
 PF0771  ___________________________________________________________________
 PF0771  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 PF0771  DYNAMIC HT  -         223.117 (meters)     732.01  (feet)  COMP
 PF0771  MODELED GRAV-     980,488.3   (mgal)                       NAVD 88
 PF0771
 PF0771  VERT ORDER  -  FIRST     CLASS II
 PF0771
 PF0771.The horizontal coordinates were scaled from a topographic map and have
 PF0771.an estimated accuracy of +/- 6 seconds.
 PF0771
 PF0771.The orthometric height was determined by differential leveling
 PF0771.and adjusted by the National Geodetic Survey in June 1991..
 PF0771
 PF0771.The geoid height was determined by GEOID03.
 PF0771
 PF0771.The dynamic height is computed by dividing the NAVD 88
 PF0771.geopotential number by the normal gravity value computed on the
 PF0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0771.degrees latitude (g = 980.6199 gals.).
 PF0771
 PF0771.The modeled gravity was interpolated from observed gravity values.
 PF0771
 PF0771;                    North         East    Units  Estimated Accuracy
 PF0771;SPC ME W     -   172,230.      861,350.      MT  (+/- 180 meters Scaled)
 PF0771
 PF0771                          SUPERSEDED SURVEY CONTROL
 PF0771
 PF0771.No superseded survey control is available for this station.
 PF0771
 PF0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK684156(NAD 83)
 PF0771_MARKER: DR = REFERENCE MARK DISK
 PF0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PF0771_SP_SET: CONCRETE POST
 PF0771_STAMPING: J 4 RESET NO 1 1976
 PF0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0771+STABILITY: SURFACE MOTION
 PF0771
 PF0771  HISTORY     - Date     Condition        Report By
 PF0771  HISTORY     - 1976     MONUMENTED       NGS
 PF0771  HISTORY     - 1978     GOOD             NGS
 PF0771
 PF0771                          STATION DESCRIPTION
 PF0771
 PF0771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PF0771'0.4 MI NW FROM BRYANT POND.
 PF0771'0.4 MILE NORTHWEST ALONG STATE HIGHWAY 26 FROM THE POST OFFICE AT
 PF0771'BRYANT POND, BETWEEN THE HIGHWAY AND THE RAILROAD, 652 FT. NORTHWEST
 PF0771'OF THE CENTER OF THE T-JUNCTION OF PINE POINT ROAD, 23.4 FT. SOUTHWEST
 PF0771'OF THE CENTER LINE OF THE HIGHWAY, 42.8 FT. NORTHEAST OF THE NORTHEAST
 PF0771'RAIL, 30.2 FT. SOUTHEAST OF BM J4 RESET 1932.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0414 ***********************************************************************
 PD0414  DESIGNATION -  J 40
 PD0414  PID         -  PD0414
 PD0414  STATE/COUNTY-  ME/WASHINGTON
 PD0414  USGS QUAD   -  WESLEY (1990)
 PD0414
 PD0414                         *CURRENT SURVEY CONTROL
 PD0414  ___________________________________________________________________
 PD0414* NAD 83(1986)-  44 57 03.     (N)    067 39 51.     (W)     SCALED    
 PD0414* NAVD 88     -       135.897  (meters)     445.86   (feet)  ADJUSTED  
 PD0414  ___________________________________________________________________
 PD0414  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 PD0414  DYNAMIC HT  -         135.891 (meters)     445.84  (feet)  COMP
 PD0414  MODELED GRAV-     980,566.7   (mgal)                       NAVD 88
 PD0414
 PD0414  VERT ORDER  -  SECOND    CLASS 0
 PD0414
 PD0414.The horizontal coordinates were scaled from a topographic map and have
 PD0414.an estimated accuracy of +/- 6 seconds.
 PD0414
 PD0414.The orthometric height was determined by differential leveling
 PD0414.and adjusted by the National Geodetic Survey in June 1991..
 PD0414
 PD0414.The geoid height was determined by GEOID03.
 PD0414
 PD0414.The dynamic height is computed by dividing the NAVD 88
 PD0414.geopotential number by the normal gravity value computed on the
 PD0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0414.degrees latitude (g = 980.6199 gals.).
 PD0414
 PD0414.The modeled gravity was interpolated from observed gravity values.
 PD0414
 PD0414;                    North         East    Units  Estimated Accuracy
 PD0414;SPC ME E     -   143,020.      365,950.      MT  (+/- 180 meters Scaled)
 PD0414
 PD0414                          SUPERSEDED SURVEY CONTROL
 PD0414
 PD0414  NGVD 29 (??/??/92)  136.089  (m)          446.49   (f) ADJ UNCH    2 0
 PD0414
 PD0414.Superseded values are not recommended for survey control.
 PD0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0414.See file dsdata.txt to determine how the superseded data were derived.
 PD0414
 PD0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK053783(NAD 83)
 PD0414_MARKER: DB = BENCH MARK DISK
 PD0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PD0414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PD0414_STAMPING: J 40 1935
 PD0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0414+STABILITY: SURFACE MOTION
 PD0414
 PD0414  HISTORY     - Date     Condition        Report By
 PD0414  HISTORY     - 1935     MONUMENTED       CGS
 PD0414  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 PD0414
 PD0414                          STATION DESCRIPTION
 PD0414
 PD0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PD0414'AT WESLEY.
 PD0414'AT WESLEY, WASHINGTON COUNTY, ON STATE HIGHWAY 9, 65 YARDS WEST OF
 PD0414'THE CENTER OF THE JUNCTION OF STATE HIGHWAY 192, 28 FEET SOUTH
 PD0414'OF THE CENTERLINE OF THE HIGHWAY, AND 5 FEET NORTHWEST OF A POLE.
 PD0414'A STANDARD DISK, STAMPED J 40 1935 AND SET IN THE TOP OF A
 PD0414'CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
 PD0414
 PD0414                          STATION RECOVERY (1986)
 PD0414
 PD0414'RECOVERY NOTE BY US POWER SQUADRON 1986 (LEP)
 PD0414'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0055 ***********************************************************************
 QF0055  DESIGNATION -  J 41 RESET 1951
 QF0055  PID         -  QF0055
 QF0055  STATE/COUNTY-  ME/WASHINGTON
 QF0055  USGS QUAD   -  CALAIS (1977)
 QF0055
 QF0055                         *CURRENT SURVEY CONTROL
 QF0055  ___________________________________________________________________
 QF0055* NAD 83(1986)-  45 07 36.     (N)    067 19 23.     (W)     SCALED    
 QF0055* NAVD 88     -        36.109  (meters)     118.47   (feet)  ADJUSTED  
 QF0055  ___________________________________________________________________
 QF0055  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 QF0055  DYNAMIC HT  -          36.109 (meters)     118.47  (feet)  COMP
 QF0055  MODELED GRAV-     980,608.6   (mgal)                       NAVD 88
 QF0055
 QF0055  VERT ORDER  -  FIRST     CLASS II
 QF0055
 QF0055.The horizontal coordinates were scaled from a topographic map and have
 QF0055.an estimated accuracy of +/- 6 seconds.
 QF0055
 QF0055.The orthometric height was determined by differential leveling
 QF0055.and adjusted by the National Geodetic Survey in June 1991..
 QF0055
 QF0055.The geoid height was determined by GEOID03.
 QF0055
 QF0055.The dynamic height is computed by dividing the NAVD 88
 QF0055.geopotential number by the normal gravity value computed on the
 QF0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0055.degrees latitude (g = 980.6199 gals.).
 QF0055
 QF0055.The modeled gravity was interpolated from observed gravity values.
 QF0055
 QF0055;                    North         East    Units  Estimated Accuracy
 QF0055;SPC ME E     -   162,890.      392,580.      MT  (+/- 180 meters Scaled)
 QF0055
 QF0055                          SUPERSEDED SURVEY CONTROL
 QF0055
 QF0055  NGVD 29 (??/??/92)   36.318  (m)          119.15   (f) ADJ UNCH    1 2
 QF0055
 QF0055.Superseded values are not recommended for survey control.
 QF0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0055.See file dsdata.txt to determine how the superseded data were derived.
 QF0055
 QF0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK318983(NAD 83)
 QF0055_MARKER: DB = BENCH MARK DISK
 QF0055_SETTING: 66 = SET IN ROCK OUTCROP
 QF0055_SP_SET: ROCK LEDGE
 QF0055_STAMPING: J 41 RESET 1951
 QF0055_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0055+STABILITY: POSITION/ELEVATION WELL
 QF0055
 QF0055  HISTORY     - Date     Condition        Report By
 QF0055  HISTORY     - 1951     MONUMENTED       CGS
 QF0055  HISTORY     - 1978     MARK NOT FOUND   NGS
 QF0055
 QF0055                          STATION DESCRIPTION
 QF0055
 QF0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 QF0055'AT BARING.
 QF0055'AT BARING, ALONG U.S. HIGHWAY 1, ABOUT 2.1 MILES WEST ALONG U.S.
 QF0055'HIGHWAY 1 FROM THE CROSSING OF THE MAINE CENTRAL RAILROAD, IN THE
 QF0055'TOP OF A GRANITE LEDGE ABOUT 10 BY 6 FEET AND PROJECTING ABOUT
 QF0055'1 1/2 FEET ABOVE GROUND, 23 1/2 FEET NORTH-NORTHWEST OF CENTER
 QF0055'LINE OF HIGHWAY, 327 FEET EAST-NORTHEAST OF CENTER OF JUNCTION
 QF0055'OF HIGHWAY AND STATE HIGHWAY 191, 42 FEET SOUTHEAST OF SOUTHWEST
 QF0055'CORNER OF A GARAGE ATTACHED TO A HOUSE, 35 1/2 FEET EAST-SOUTHEAST
 QF0055'OF SOUTHEAST CORNER OF BILLS PLACE, 14 1/2 FEET SOUTH OF POWER
 QF0055'POLE NO. 18/17 AND ABOUT 1 FOOT ABOVE LEVEL OF HIGHWAY.
 QF0055
 QF0055                          STATION RECOVERY (1978)
 QF0055
 QF0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QF0055'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0118 ***********************************************************************
 RE0118  DESIGNATION -  J 43
 RE0118  PID         -  RE0118
 RE0118  STATE/COUNTY-  ME/AROOSTOOK
 RE0118  USGS QUAD   -  FORT FAIRFIELD (1984)
 RE0118
 RE0118                         *CURRENT SURVEY CONTROL
 RE0118  ___________________________________________________________________
 RE0118* NAD 83(1986)-  46 45 13.     (N)    067 50 58.     (W)     SCALED    
 RE0118* NAVD 88     -       154.505  (meters)     506.91   (feet)  ADJUSTED  
 RE0118  ___________________________________________________________________
 RE0118  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 RE0118  DYNAMIC HT  -         154.522 (meters)     506.96  (feet)  COMP
 RE0118  MODELED GRAV-     980,719.8   (mgal)                       NAVD 88
 RE0118
 RE0118  VERT ORDER  -  SECOND    CLASS 0
 RE0118
 RE0118.The horizontal coordinates were scaled from a topographic map and have
 RE0118.an estimated accuracy of +/- 6 seconds.
 RE0118
 RE0118.The orthometric height was determined by differential leveling
 RE0118.and adjusted by the National Geodetic Survey in June 1991..
 RE0118
 RE0118.The geoid height was determined by GEOID03.
 RE0118
 RE0118.The dynamic height is computed by dividing the NAVD 88
 RE0118.geopotential number by the normal gravity value computed on the
 RE0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0118.degrees latitude (g = 980.6199 gals.).
 RE0118
 RE0118.The modeled gravity was interpolated from observed gravity values.
 RE0118
 RE0118;                    North         East    Units  Estimated Accuracy
 RE0118;SPC ME E     -   343,240.      349,700.      MT  (+/- 180 meters Scaled)
 RE0118
 RE0118                          SUPERSEDED SURVEY CONTROL
 RE0118
 RE0118  NGVD 29 (??/??/92)  154.726  (m)          507.63   (f) ADJ UNCH    2 0
 RE0118
 RE0118.Superseded values are not recommended for survey control.
 RE0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0118.See file dsdata.txt to determine how the superseded data were derived.
 RE0118
 RE0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM878784(NAD 83)
 RE0118_MARKER: DB = BENCH MARK DISK
 RE0118_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RE0118_SP_SET: CATTLE UNDERPASS
 RE0118_STAMPING: J 43 1935
 RE0118_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RE0118
 RE0118  HISTORY     - Date     Condition        Report By
 RE0118  HISTORY     - 1935     MONUMENTED       CGS
 RE0118
 RE0118                          STATION DESCRIPTION
 RE0118
 RE0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RE0118'1.7 MI SW FROM FORT FAIRFIELD.
 RE0118'ABOUT 1.7 MILES SOUTHWEST ALONG THE BANGOR AND AROOSTOOK
 RE0118'RAILROAD FROM THE STATION AT FORT FAIRFIELD, AROOSTOOK COUNTY,
 RE0118'ABOUT 0.4 MILE NORTH OF MILEPOST F 11, ABOUT 55 YARDS SOUTH
 RE0118'OF THE CENTER OF A FARM-ROAD CROSSING, IN THE TOP OF THE EAST
 RE0118'CONCRETE HEAD WALL OF A CATTLE UNDERPASS, 6 INCHES FROM THE
 RE0118'SOUTH END OF THE HEAD WALL, AND 6 FEET EAST OF THE EAST RAIL.
 RE0118'A STANDARD DISK, STAMPED J 43 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1158 ***********************************************************************
 PE1158  DESIGNATION -  J 44
 PE1158  PID         -  PE1158
 PE1158  STATE/COUNTY-  ME/KENNEBEC
 PE1158  USGS QUAD   -  WINTHROP (1980)
 PE1158
 PE1158                         *CURRENT SURVEY CONTROL
 PE1158  ___________________________________________________________________
 PE1158* NAD 83(1986)-  44 19 12.     (N)    069 55 28.     (W)     SCALED    
 PE1158* NAVD 88     -        67.498  (meters)     221.45   (feet)  ADJUSTED  
 PE1158  ___________________________________________________________________
 PE1158  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 PE1158  DYNAMIC HT  -          67.492 (meters)     221.43  (feet)  COMP
 PE1158  MODELED GRAV-     980,535.2   (mgal)                       NAVD 88
 PE1158
 PE1158  VERT ORDER  -  SECOND    CLASS 0
 PE1158
 PE1158.The horizontal coordinates were scaled from a topographic map and have
 PE1158.an estimated accuracy of +/- 6 seconds.
 PE1158
 PE1158.The orthometric height was determined by differential leveling
 PE1158.and adjusted by the National Geodetic Survey in June 1991..
 PE1158
 PE1158.The geoid height was determined by GEOID03.
 PE1158
 PE1158.The dynamic height is computed by dividing the NAVD 88
 PE1158.geopotential number by the normal gravity value computed on the
 PE1158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1158.degrees latitude (g = 980.6199 gals.).
 PE1158
 PE1158.The modeled gravity was interpolated from observed gravity values.
 PE1158
 PE1158;                    North         East    Units  Estimated Accuracy
 PE1158;SPC ME W     -   165,200.      919,320.      MT  (+/- 180 meters Scaled)
 PE1158
 PE1158                          SUPERSEDED SURVEY CONTROL
 PE1158
 PE1158  NGVD 29 (??/??/92)   67.705  (m)          222.13   (f) ADJ UNCH    2 0
 PE1158
 PE1158.Superseded values are not recommended for survey control.
 PE1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1158.See file dsdata.txt to determine how the superseded data were derived.
 PE1158
 PE1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK262078(NAD 83)
 PE1158_MARKER: DB = BENCH MARK DISK
 PE1158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1158_STAMPING: J 44 1935
 PE1158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1158+STABILITY: SURFACE MOTION
 PE1158
 PE1158  HISTORY     - Date     Condition        Report By
 PE1158  HISTORY     - 1935     MONUMENTED       CGS
 PE1158  HISTORY     - 1974     MARK NOT FOUND   USGS
 PE1158
 PE1158                          STATION DESCRIPTION
 PE1158
 PE1158'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE1158'2.8 MI E FROM WINTHROP.
 PE1158'2.8 MILES EAST ALONG STATE HIGHWAY 100 FROM THE MAINE CENTRAL
 PE1158'RAILROAD STATION AT WINTHROP, KENNEBEC COUNTY, 100 YARDS WEST
 PE1158'OF THE CREST OF A HILL, 47 FEET WEST OF THE CENTERLINE OF
 PE1158'STATE HIGHWAY 135, 33 FEET NORTH OF THE CENTERLINE OF STATE
 PE1158'HIGHWAY 100, AND 11 FEET NORTH OF A POLE.  A STANDARD DISK,
 PE1158'STAMPED J 44 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PE1158'5 INCHES ABOVE GROUND.
 PE1158
 PE1158                          STATION RECOVERY (1974)
 PE1158
 PE1158'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 PE1158'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1244 ***********************************************************************
 PE1244  DESIGNATION -  J 45
 PE1244  PID         -  PE1244
 PE1244  STATE/COUNTY-  ME/LINCOLN
 PE1244  USGS QUAD   -  NORTH WHITEFIELD (1979)
 PE1244
 PE1244                         *CURRENT SURVEY CONTROL
 PE1244  ___________________________________________________________________
 PE1244* NAD 83(1986)-  44 14 01.     (N)    069 34 34.     (W)     SCALED    
 PE1244* NAVD 88     -        62.607  (meters)     205.40   (feet)  ADJUSTED  
 PE1244  ___________________________________________________________________
 PE1244  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 PE1244  DYNAMIC HT  -          62.601 (meters)     205.38  (feet)  COMP
 PE1244  MODELED GRAV-     980,521.5   (mgal)                       NAVD 88
 PE1244
 PE1244  VERT ORDER  -  SECOND    CLASS 0
 PE1244
 PE1244.The horizontal coordinates were scaled from a topographic map and have
 PE1244.an estimated accuracy of +/- 6 seconds.
 PE1244
 PE1244.The orthometric height was determined by differential leveling
 PE1244.and adjusted by the National Geodetic Survey in June 1991..
 PE1244
 PE1244.The geoid height was determined by GEOID03.
 PE1244
 PE1244.The dynamic height is computed by dividing the NAVD 88
 PE1244.geopotential number by the normal gravity value computed on the
 PE1244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1244.degrees latitude (g = 980.6199 gals.).
 PE1244
 PE1244.The modeled gravity was interpolated from observed gravity values.
 PE1244
 PE1244;                    North         East    Units  Estimated Accuracy
 PE1244;SPC ME W     -   155,740.      947,180.      MT  (+/- 180 meters Scaled)
 PE1244
 PE1244                          SUPERSEDED SURVEY CONTROL
 PE1244
 PE1244  NGVD 29 (??/??/92)   62.819  (m)          206.10   (f) ADJ UNCH    2 0
 PE1244
 PE1244.Superseded values are not recommended for survey control.
 PE1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1244.See file dsdata.txt to determine how the superseded data were derived.
 PE1244
 PE1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ539979(NAD 83)
 PE1244_MARKER: DB = BENCH MARK DISK
 PE1244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1244_STAMPING: J 45 1935
 PE1244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1244+STABILITY: SURFACE MOTION
 PE1244
 PE1244  HISTORY     - Date     Condition        Report By
 PE1244  HISTORY     - 1935     MONUMENTED       CGS
 PE1244
 PE1244                          STATION DESCRIPTION
 PE1244
 PE1244'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE1244'1.1 MI NE FROM NORTH WHITEFIELD.
 PE1244'1.1 MILES NORTHEAST ALONG STATE HIGHWAY 218 FROM THE JUNCTION
 PE1244'WITH STATE HIGHWAY 126 AT NORTH WHITEFIELD, LINCOLN COUNTY, 32
 PE1244'FEET SOUTHWEST OF THE CENTERLINE OF A DRIVE LEADING TO THE A.L.
 PE1244'WELLMAN FARMHOUSE, 20 FEET SOUTHWEST OF A POLE, AND 15 FEET
 PE1244'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 PE1244'STAMPED J 45 1935 AND SET IN THE TOP OF A CONCRETE POST
 PE1244'PROJECTING 1/2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0921 ***********************************************************************
 PE0921  DESIGNATION -  J 47
 PE0921  PID         -  PE0921
 PE0921  STATE/COUNTY-  ME/KNOX
 PE0921  USGS QUAD   -  WASHINGTON (1973)
 PE0921
 PE0921                         *CURRENT SURVEY CONTROL
 PE0921  ___________________________________________________________________
 PE0921* NAD 83(1986)-  44 16 21.     (N)    069 22 13.     (W)     SCALED    
 PE0921* NAVD 88     -        84.524  (meters)     277.31   (feet)  ADJUSTED  
 PE0921  ___________________________________________________________________
 PE0921  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 PE0921  DYNAMIC HT  -          84.516 (meters)     277.28  (feet)  COMP
 PE0921  MODELED GRAV-     980,525.1   (mgal)                       NAVD 88
 PE0921
 PE0921  VERT ORDER  -  SECOND    CLASS 0
 PE0921
 PE0921.The horizontal coordinates were scaled from a topographic map and have
 PE0921.an estimated accuracy of +/- 6 seconds.
 PE0921
 PE0921.The orthometric height was determined by differential leveling
 PE0921.and adjusted by the National Geodetic Survey in June 1991..
 PE0921
 PE0921.The geoid height was determined by GEOID03.
 PE0921
 PE0921.The dynamic height is computed by dividing the NAVD 88
 PE0921.geopotential number by the normal gravity value computed on the
 PE0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0921.degrees latitude (g = 980.6199 gals.).
 PE0921
 PE0921.The modeled gravity was interpolated from observed gravity values.
 PE0921
 PE0921;                    North         East    Units  Estimated Accuracy
 PE0921;SPC ME E     -    67,680.      230,530.      MT  (+/- 180 meters Scaled)
 PE0921
 PE0921                          SUPERSEDED SURVEY CONTROL
 PE0921
 PE0921  NGVD 29 (??/??/92)   84.734  (m)          278.00   (f) ADJ UNCH    2 0
 PE0921
 PE0921.Superseded values are not recommended for survey control.
 PE0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0921.See file dsdata.txt to determine how the superseded data were derived.
 PE0921
 PE0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK704022(NAD 83)
 PE0921_MARKER: DB = BENCH MARK DISK
 PE0921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0921_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0921_STAMPING: J 47 1935
 PE0921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0921+STABILITY: SURFACE MOTION
 PE0921
 PE0921  HISTORY     - Date     Condition        Report By
 PE0921  HISTORY     - 1935     MONUMENTED       CGS
 PE0921
 PE0921                          STATION DESCRIPTION
 PE0921
 PE0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE0921'AT WASHINGTON.
 PE0921'AT WASHINGTON, KNOX COUNTY, 74 FEET NORTHEAST OF THE NORTHEAST
 PE0921'CORNER OF THE N.M. JOHNSTON HOUSE, 63 FEET SOUTH OF THE CENTER
 PE0921'LINE OF STATE HIGHWAY 105, 30 FEET WEST OF THE CENTERLINE OF
 PE0921'STATE HIGHWAY 220, 26 FEET NORTHWEST OF THE WEST END OF A STONE
 PE0921'CULVERT, AND 6 FEET NORTHEAST OF THE THIRD TREE SOUTH OF
 PE0921'STATE HIGHWAY 105.  A STANDARD DISK, STAMPED J 47 1935 AND SET
 PE0921'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0165 ***********************************************************************
 PF0165  DESIGNATION -  J 4=720
 PF0165  PID         -  PF0165
 PF0165  STATE/COUNTY-  ME/OXFORD
 PF0165  USGS QUAD   -  BRYANT POND (1989)
 PF0165
 PF0165                         *CURRENT SURVEY CONTROL
 PF0165  ___________________________________________________________________
 PF0165* NAD 83(1986)-  44 22 57.     (N)    070 39 06.     (W)     SCALED    
 PF0165* NAVD 88     -       219.258  (meters)     719.35   (feet)  POSTED    
 PF0165  ___________________________________________________________________
 PF0165  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 PF0165  DYNAMIC HT  -         219.230 (meters)     719.26  (feet)  COMP
 PF0165  MODELED GRAV-     980,488.3   (mgal)                       NAVD 88
 PF0165
 PF0165  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PF0165
 PF0165.The horizontal coordinates were scaled from a topographic map and have
 PF0165.an estimated accuracy of +/- 6 seconds.
 PF0165
 PF0165.The orthometric height was determined by differential leveling
 PF0165.and adjusted by the National Geodetic Survey in 1992..
 PF0165.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PF0165.rate of 0.0 thru 1.0 mm/km.
 PF0165
 PF0165.The geoid height was determined by GEOID03.
 PF0165
 PF0165.The dynamic height is computed by dividing the NAVD 88
 PF0165.geopotential number by the normal gravity value computed on the
 PF0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0165.degrees latitude (g = 980.6199 gals.).
 PF0165
 PF0165.The modeled gravity was interpolated from observed gravity values.
 PF0165
 PF0165;                    North         East    Units  Estimated Accuracy
 PF0165;SPC ME W     -   172,230.      861,350.      MT  (+/- 180 meters Scaled)
 PF0165
 PF0165                          SUPERSEDED SURVEY CONTROL
 PF0165
 PF0165.No superseded survey control is available for this station.
 PF0165
 PF0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK684156(NAD 83)
 PF0165_MARKER: DD = SURVEY DISK
 PF0165_SETTING: 80 = SET IN A BOULDER
 PF0165_SP_SET: BOULDER
 PF0165_STAMPING: 720
 PF0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0165+STABILITY: SURFACE MOTION
 PF0165
 PF0165  HISTORY     - Date     Condition        Report By
 PF0165  HISTORY     - UNK      MONUMENTED       USGS
 PF0165  HISTORY     - 1922     GOOD             NGS
 PF0165
 PF0165                          STATION DESCRIPTION
 PF0165
 PF0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1922
 PF0165'0.4 MI W FROM BRYANTS POND.
 PF0165'ABOUT 0.4 MILE WEST OF BRYANTS POND, OXFORD COUNTY, ON THE
 PF0165'GRAND TRUNK LINES IN NEW ENGLAND, ABOUT 30 FEET WEST OF A GRADE
 PF0165'CROSSING, ON THE NORTH SIDE OF THE TRACK AND ON THE TOP OF A
 PF0165'BOULDER.  AN ALUMINUM TABLET STAMPED 720.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0850 ***********************************************************************
 PE0850  DESIGNATION -  J 48
 PE0850  PID         -  PE0850
 PE0850  STATE/COUNTY-  ME/WALDO
 PE0850  USGS QUAD   -  BROOKS WEST (1982)
 PE0850
 PE0850                         *CURRENT SURVEY CONTROL
 PE0850  ___________________________________________________________________
 PE0850* NAD 83(1986)-  44 31 24.     (N)    069 14 37.     (W)     SCALED    
 PE0850* NAVD 88     -       102.047  (meters)     334.80   (feet)  ADJUSTED  
 PE0850  ___________________________________________________________________
 PE0850  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 PE0850  DYNAMIC HT  -         102.039 (meters)     334.77  (feet)  COMP
 PE0850  MODELED GRAV-     980,538.9   (mgal)                       NAVD 88
 PE0850
 PE0850  VERT ORDER  -  SECOND    CLASS 0
 PE0850
 PE0850.The horizontal coordinates were scaled from a topographic map and have
 PE0850.an estimated accuracy of +/- 6 seconds.
 PE0850
 PE0850.The orthometric height was determined by differential leveling
 PE0850.and adjusted by the National Geodetic Survey in June 1991..
 PE0850
 PE0850.The geoid height was determined by GEOID03.
 PE0850
 PE0850.The dynamic height is computed by dividing the NAVD 88
 PE0850.geopotential number by the normal gravity value computed on the
 PE0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0850.degrees latitude (g = 980.6199 gals.).
 PE0850
 PE0850.The modeled gravity was interpolated from observed gravity values.
 PE0850
 PE0850;                    North         East    Units  Estimated Accuracy
 PE0850;SPC ME E     -    95,450.      240,890.      MT  (+/- 180 meters Scaled)
 PE0850
 PE0850                          SUPERSEDED SURVEY CONTROL
 PE0850
 PE0850  NGVD 29 (??/??/92)  102.254  (m)          335.48   (f) ADJ UNCH    2 0
 PE0850
 PE0850.Superseded values are not recommended for survey control.
 PE0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0850.See file dsdata.txt to determine how the superseded data were derived.
 PE0850
 PE0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK806300(NAD 83)
 PE0850_MARKER: DB = BENCH MARK DISK
 PE0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0850_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0850_STAMPING: J 48 1935
 PE0850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0850+STABILITY: SURFACE MOTION
 PE0850
 PE0850  HISTORY     - Date     Condition        Report By
 PE0850  HISTORY     - 1935     MONUMENTED       CGS
 PE0850
 PE0850                          STATION DESCRIPTION
 PE0850
 PE0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE0850'AT KNOX.
 PE0850'AT KNOX, WALDO COUNTY, ON STATE HIGHWAY 137, 80 YARDS WEST OF
 PE0850'A GULF OIL CO. SERVICE STATION, AT THE NORTH END OF THE EAST
 PE0850'ABUTMENT OF A CONCRETE BRIDGE OVER HALFMOON STREAM, AND 12 FEET
 PE0850'NORTH OF THE CENTERLINE OF THE HIGHWAY, A STANDARD DISK, STAMPED
 PE0850'J 48 1935 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 PE0850'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0032 ***********************************************************************
 OC0032  DESIGNATION -  J 5
 OC0032  PID         -  OC0032
 OC0032  STATE/COUNTY-  ME/CUMBERLAND
 OC0032  USGS QUAD   -  PORTLAND WEST (1978)
 OC0032
 OC0032                         *CURRENT SURVEY CONTROL
 OC0032  ___________________________________________________________________
 OC0032* NAD 83(1986)-  43 43 40.     (N)    070 17 49.     (W)     SCALED    
 OC0032* NAVD 88     -        14.296  (meters)      46.90   (feet)  ADJUSTED  
 OC0032  ___________________________________________________________________
 OC0032  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 OC0032  DYNAMIC HT  -          14.294 (meters)      46.90  (feet)  COMP
 OC0032  MODELED GRAV-     980,491.8   (mgal)                       NAVD 88
 OC0032
 OC0032  VERT ORDER  -  FIRST     CLASS I
 OC0032
 OC0032.The horizontal coordinates were scaled from a topographic map and have
 OC0032.an estimated accuracy of +/- 6 seconds.
 OC0032
 OC0032.The orthometric height was determined by differential leveling
 OC0032.and adjusted by the National Geodetic Survey in June 1991..
 OC0032
 OC0032.The geoid height was determined by GEOID03.
 OC0032
 OC0032.The dynamic height is computed by dividing the NAVD 88
 OC0032.geopotential number by the normal gravity value computed on the
 OC0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0032.degrees latitude (g = 980.6199 gals.).
 OC0032
 OC0032.The modeled gravity was interpolated from observed gravity values.
 OC0032
 OC0032;                    North         East    Units  Estimated Accuracy
 OC0032;SPC ME W     -    99,380.      889,500.      MT  (+/- 180 meters Scaled)
 OC0032
 OC0032                          SUPERSEDED SURVEY CONTROL
 OC0032
 OC0032  NGVD 29 (??/??/92)   14.506  (m)           47.59   (f) ADJ UNCH    1 1
 OC0032
 OC0032.Superseded values are not recommended for survey control.
 OC0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0032.See file dsdata.txt to determine how the superseded data were derived.
 OC0032
 OC0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ955424(NAD 83)
 OC0032_MARKER: DD = SURVEY DISK
 OC0032_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC0032_SP_SET: ABUTMENT
 OC0032_STAMPING: 48
 OC0032_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC0032
 OC0032  HISTORY     - Date     Condition        Report By
 OC0032  HISTORY     - UNK      MONUMENTED       USGS
 OC0032  HISTORY     - 1966     GOOD             NGS
 OC0032  HISTORY     - 1976     POOR             NGS
 OC0032
 OC0032                          STATION DESCRIPTION
 OC0032
 OC0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 OC0032'2.8 MI N FROM PORTLAND.
 OC0032'ABOUT 2.8 MILES NORTH ALONG THE MAINE CENTRAL RAILROAD FROM THE
 OC0032'CROSSING OF STATE HIGHWAY 100 AT PORTLAND, AT THE RAILROAD BRIDGE
 OC0032'OVER PRESUMPSCOT RIVER, IN THE TOP OF THE NORTHWEST END OF THE
 OC0032'NORTHEAST STONE ABUTMENT OF THE BRIDGE, 7.8 FEET NORTHWEST OF
 OC0032'THE NORTHWEST RAIL, AND ABOUT LEVEL WITH THE TRACK.  NOTE-- THE
 OC0032'DISK HAS BEEN MUTILATED SO THAT THE STAMPING IS HARD TO READ.
 OC0032
 OC0032                          STATION RECOVERY (1976)
 OC0032
 OC0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0032'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0002 ***********************************************************************
 RG0002  DESIGNATION -  J 5
 RG0002  PID         -  RG0002
 RG0002  STATE/COUNTY-  ME/SOMERSET
 RG0002  USGS QUAD   -  HARDWOOD MOUNTAIN SW (1989)
 RG0002
 RG0002                         *CURRENT SURVEY CONTROL
 RG0002  ___________________________________________________________________
 RG0002* NAD 83(1986)-  46 30 11.     (N)    070 11 04.     (W)     SCALED    
 RG0002* NAVD 88     -       360.311  (meters)    1182.12   (feet)  ADJUSTED  
 RG0002  ___________________________________________________________________
 RG0002  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 RG0002  DYNAMIC HT  -         360.316 (meters)    1182.14  (feet)  COMP
 RG0002  MODELED GRAV-     980,618.3   (mgal)                       NAVD 88
 RG0002
 RG0002  VERT ORDER  -  FIRST     CLASS II
 RG0002
 RG0002.The horizontal coordinates were scaled from a topographic map and have
 RG0002.an estimated accuracy of +/- 6 seconds.
 RG0002
 RG0002.The orthometric height was determined by differential leveling
 RG0002.and adjusted by the National Geodetic Survey in June 1991..
 RG0002
 RG0002.The geoid height was determined by GEOID03.
 RG0002
 RG0002.The dynamic height is computed by dividing the NAVD 88
 RG0002.geopotential number by the normal gravity value computed on the
 RG0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RG0002.degrees latitude (g = 980.6199 gals.).
 RG0002
 RG0002.The modeled gravity was interpolated from observed gravity values.
 RG0002
 RG0002;                    North         East    Units  Estimated Accuracy
 RG0002;SPC ME W     -   407,790.      898,640.      MT  (+/- 180 meters Scaled)
 RG0002
 RG0002                          SUPERSEDED SURVEY CONTROL
 RG0002
 RG0002  NGVD 29 (??/??/92)  360.479  (m)         1182.67   (f) ADJ UNCH    1 2
 RG0002
 RG0002.Superseded values are not recommended for survey control.
 RG0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0002.See file dsdata.txt to determine how the superseded data were derived.
 RG0002
 RG0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM091506(NAD 83)
 RG0002_MARKER: DB = BENCH MARK DISK
 RG0002_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RG0002_SP_SET: CULVERT
 RG0002_STAMPING: J 5 1953
 RG0002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0002
 RG0002  HISTORY     - Date     Condition        Report By
 RG0002  HISTORY     - 1953     MONUMENTED       CGS
 RG0002
 RG0002                          STATION DESCRIPTION
 RG0002
 RG0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RG0002'1.4 MI NE FROM STE CAMILLE.
 RG0002'1.4 MILES NORTHEAST ALONG THE QUEBEC CENTRAL RAILWAY FROM THE
 RG0002'STATION AT STE CAMILLE, ABOUT 14 POLES SOUTHWEST OF MILE POST
 RG0002'62, 12 RAILS SOUTHWEST OF A DIM ROAD CROSSING, ON THE OUTSIDE
 RG0002'OF A CURVE IN THE TRACK, IN THE TOP OF THE NORTHEAST END OF
 RG0002'21-FOOT CONCRETE HEAD WALL OF A 5-FOOT CONCRETE BOX CULVERT,
 RG0002'14 1/2 FEET NORTHWEST OF NORTHWEST RAIL AND ABOUT 5 FEET BELOW
 RG0002'LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1001 ***********************************************************************
 PE1001  DESIGNATION -  J 50
 PE1001  PID         -  PE1001
 PE1001  STATE/COUNTY-  ME/WALDO
 PE1001  USGS QUAD   -  LIBERTY (1979)
 PE1001
 PE1001                         *CURRENT SURVEY CONTROL
 PE1001  ___________________________________________________________________
 PE1001* NAD 83(1986)-  44 24 05.     (N)    069 15 39.     (W)     SCALED    
 PE1001* NAVD 88     -       145.353  (meters)     476.88   (feet)  ADJUSTED  
 PE1001  ___________________________________________________________________
 PE1001  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 PE1001  DYNAMIC HT  -         145.340 (meters)     476.84  (feet)  COMP
 PE1001  MODELED GRAV-     980,527.7   (mgal)                       NAVD 88
 PE1001
 PE1001  VERT ORDER  -  SECOND    CLASS 0
 PE1001
 PE1001.The horizontal coordinates were scaled from a topographic map and have
 PE1001.an estimated accuracy of +/- 6 seconds.
 PE1001
 PE1001.The orthometric height was determined by differential leveling
 PE1001.and adjusted by the National Geodetic Survey in June 1991..
 PE1001
 PE1001.The geoid height was determined by GEOID03.
 PE1001
 PE1001.The dynamic height is computed by dividing the NAVD 88
 PE1001.geopotential number by the normal gravity value computed on the
 PE1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1001.degrees latitude (g = 980.6199 gals.).
 PE1001
 PE1001.The modeled gravity was interpolated from observed gravity values.
 PE1001
 PE1001;                    North         East    Units  Estimated Accuracy
 PE1001;SPC ME E     -    81,910.      239,400.      MT  (+/- 180 meters Scaled)
 PE1001
 PE1001                          SUPERSEDED SURVEY CONTROL
 PE1001
 PE1001  NGVD 29 (??/??/92)  145.570  (m)          477.59   (f) ADJ UNCH    2 0
 PE1001
 PE1001.Superseded values are not recommended for survey control.
 PE1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1001.See file dsdata.txt to determine how the superseded data were derived.
 PE1001
 PE1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK792164(NAD 83)
 PE1001_MARKER: DB = BENCH MARK DISK
 PE1001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1001_STAMPING: J 50 1935
 PE1001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1001+STABILITY: SURFACE MOTION
 PE1001
 PE1001  HISTORY     - Date     Condition        Report By
 PE1001  HISTORY     - 1935     MONUMENTED       CGS
 PE1001
 PE1001                          STATION DESCRIPTION
 PE1001
 PE1001'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE1001'2.2 MI W FROM NORTH SEARSMONT.
 PE1001'2.2 MILES WEST ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF THE
 PE1001'SEARSMONT ROAD AT NORTH SEARSMONT, WALDO COUNTY, 3 POLES EAST OF
 PE1001'THE TOP OF A HILL SLOPING WEST, 100 FEET WEST OF A STONE FENCE
 PE1001'BETWEEN TWO FIELDS, 75 FEET WEST OF THE SOUTH END OF A CORRUGATED
 PE1001'IRON CULVERT, 32 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 25
 PE1001'FEET EAST OF AN APPLE TREE, AND 4 FEET NORTH OF THE STONE FENCE.
 PE1001'A STANDARD DISK, STAMPED J 50 1935 AND SET IN THE TOP OF A
 PE1001'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1037 ***********************************************************************
 PE1037  DESIGNATION -  J 52
 PE1037  PID         -  PE1037
 PE1037  STATE/COUNTY-  ME/LINCOLN
 PE1037  USGS QUAD   -  RAZORVILLE (1979)
 PE1037
 PE1037                         *CURRENT SURVEY CONTROL
 PE1037  ___________________________________________________________________
 PE1037* NAD 83(1986)-  44 15 41.     (N)    069 27 36.     (W)     SCALED    
 PE1037* NAVD 88     -        85.607  (meters)     280.86   (feet)  ADJUSTED  
 PE1037  ___________________________________________________________________
 PE1037  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 PE1037  DYNAMIC HT  -          85.598 (meters)     280.83  (feet)  COMP
 PE1037  MODELED GRAV-     980,520.5   (mgal)                       NAVD 88
 PE1037
 PE1037  VERT ORDER  -  SECOND    CLASS 0
 PE1037
 PE1037.The horizontal coordinates were scaled from a topographic map and have
 PE1037.an estimated accuracy of +/- 6 seconds.
 PE1037
 PE1037.The orthometric height was determined by differential leveling
 PE1037.and adjusted by the National Geodetic Survey in June 1991..
 PE1037
 PE1037.The geoid height was determined by GEOID03.
 PE1037
 PE1037.The dynamic height is computed by dividing the NAVD 88
 PE1037.geopotential number by the normal gravity value computed on the
 PE1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1037.degrees latitude (g = 980.6199 gals.).
 PE1037
 PE1037.The modeled gravity was interpolated from observed gravity values.
 PE1037
 PE1037;                    North         East    Units  Estimated Accuracy
 PE1037;SPC ME W     -   158,900.      956,430.      MT  (+/- 180 meters Scaled)
 PE1037
 PE1037                          SUPERSEDED SURVEY CONTROL
 PE1037
 PE1037  NGVD 29 (??/??/92)   85.817  (m)          281.55   (f) ADJ UNCH    2 0
 PE1037
 PE1037.Superseded values are not recommended for survey control.
 PE1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1037.See file dsdata.txt to determine how the superseded data were derived.
 PE1037
 PE1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK632010(NAD 83)
 PE1037_MARKER: DB = BENCH MARK DISK
 PE1037_SETTING: 66 = SET IN ROCK OUTCROP
 PE1037_SP_SET: ROCK LEDGE
 PE1037_STAMPING: J 52 1935
 PE1037_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1037+STABILITY: POSITION/ELEVATION WELL
 PE1037
 PE1037  HISTORY     - Date     Condition        Report By
 PE1037  HISTORY     - 1935     MONUMENTED       CGS
 PE1037
 PE1037                          STATION DESCRIPTION
 PE1037
 PE1037'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE1037'4 MI E FROM STICKNEY CORNER.
 PE1037'4.0 MILES EAST ALONG STATE HIGHWAY 17 FROM THE INTERSECTION OF
 PE1037'STATE HIGHWAY 220 AT STICKNEY CORNER, KNOX COUNTY, 0.9 MILE WEST
 PE1037'OF THE INTERSECTION OF STATE HIGHWAY 206, 53 YARDS NORTH OF THE
 PE1037'CENTERLINE OF THE HIGHWAY, 80 FEET WEST OF THE CENTERLINE OF A
 PE1037'NORTH-AND-SOUTH ROAD, 25 FEET SOUTH OF THE SOUTHWEST CORNER OF AN
 PE1037'OLD BAPTIST CHURCH, AND IN THE TOP OF A ROCK LEDGE.  A STANDARD
 PE1037'DISK, STAMPED J 52 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0078 ***********************************************************************
 RE0078  DESIGNATION -  J 55
 RE0078  PID         -  RE0078
 RE0078  STATE/COUNTY-  ME/AROOSTOOK
 RE0078  USGS QUAD   -  LIMESTONE (1978)
 RE0078
 RE0078                         *CURRENT SURVEY CONTROL
 RE0078  ___________________________________________________________________
 RE0078* NAD 83(1986)-  46 54 56.     (N)    067 49 28.     (W)     SCALED    
 RE0078* NAVD 88     -       158.726  (meters)     520.75   (feet)  ADJUSTED  
 RE0078  ___________________________________________________________________
 RE0078  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 RE0078  DYNAMIC HT  -         158.745 (meters)     520.82  (feet)  COMP
 RE0078  MODELED GRAV-     980,727.4   (mgal)                       NAVD 88
 RE0078
 RE0078  VERT ORDER  -  SECOND    CLASS 0
 RE0078
 RE0078.The horizontal coordinates were scaled from a topographic map and have
 RE0078.an estimated accuracy of +/- 6 seconds.
 RE0078
 RE0078.The orthometric height was determined by differential leveling
 RE0078.and adjusted by the National Geodetic Survey in June 1991..
 RE0078
 RE0078.The geoid height was determined by GEOID03.
 RE0078
 RE0078.The dynamic height is computed by dividing the NAVD 88
 RE0078.geopotential number by the normal gravity value computed on the
 RE0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0078.degrees latitude (g = 980.6199 gals.).
 RE0078
 RE0078.The modeled gravity was interpolated from observed gravity values.
 RE0078
 RE0078;                    North         East    Units  Estimated Accuracy
 RE0078;SPC ME E     -   361,260.      351,460.      MT  (+/- 180 meters Scaled)
 RE0078
 RE0078                          SUPERSEDED SURVEY CONTROL
 RE0078
 RE0078  NGVD 29 (??/??/92)  158.932  (m)          521.43   (f) ADJ UNCH    2 0
 RE0078
 RE0078.Superseded values are not recommended for survey control.
 RE0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0078.See file dsdata.txt to determine how the superseded data were derived.
 RE0078
 RE0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM895964(NAD 83)
 RE0078_MARKER: DB = BENCH MARK DISK
 RE0078_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RE0078_SP_SET: BRIDGE
 RE0078_STAMPING: J 55 1935
 RE0078_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RE0078
 RE0078  HISTORY     - Date     Condition        Report By
 RE0078  HISTORY     - 1935     MONUMENTED       CGS
 RE0078
 RE0078                          STATION DESCRIPTION
 RE0078
 RE0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RE0078'AT LIMESTONE.
 RE0078'AT LIMESTONE, AROOSTOOK COUNTY, ON STATE HIGHWAY 165, AT THE
 RE0078'CONCRETE BRIDGE OVER LIMESTONE CREEK, IN THE TOP OF THE NORTH
 RE0078'END OF THE EAST HEADWALL, 20 FEET NORTH OF THE CENTER LINE
 RE0078'OF THE HIGHWAY, AND 8 INCHES SOUTH OF THE NORTH END OF THE
 RE0078'HEADWALL.  A STANDARD DISK, STAMPED J 55 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0079 ***********************************************************************
 RE0079  DESIGNATION -  J 55 RESET 1964
 RE0079  PID         -  RE0079
 RE0079  STATE/COUNTY-  ME/AROOSTOOK
 RE0079  USGS QUAD   -  LIMESTONE (1978)
 RE0079
 RE0079                         *CURRENT SURVEY CONTROL
 RE0079  ___________________________________________________________________
 RE0079* NAD 83(1986)-  46 54 56.     (N)    067 49 28.     (W)     SCALED    
 RE0079* NAVD 88     -       159.24   (meters)     522.4    (feet)  RESET     
 RE0079  ___________________________________________________________________
 RE0079  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 RE0079
 RE0079  VERT ORDER  -  THIRD
 RE0079
 RE0079.The horizontal coordinates were scaled from a topographic map and have
 RE0079.an estimated accuracy of +/- 6 seconds.
 RE0079
 RE0079.The orthometric height was computed from unverified reset data.
 RE0079
 RE0079.The geoid height was determined by GEOID03.
 RE0079
 RE0079;                    North         East    Units  Estimated Accuracy
 RE0079;SPC ME E     -   361,260.      351,460.      MT  (+/- 180 meters Scaled)
 RE0079
 RE0079                          SUPERSEDED SURVEY CONTROL
 RE0079
 RE0079  NGVD 29 (??/??/??)  159.45   (m)          523.1    (f) RESET       3  
 RE0079
 RE0079.Superseded values are not recommended for survey control.
 RE0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0079.See file dsdata.txt to determine how the superseded data were derived.
 RE0079
 RE0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM895964(NAD 83)
 RE0079_MARKER: DB = BENCH MARK DISK
 RE0079_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RE0079_SP_SET: ABUTMENT
 RE0079_STAMPING: J 55 RESET 1964
 RE0079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RE0079
 RE0079  HISTORY     - Date     Condition        Report By
 RE0079  HISTORY     - 1964     MONUMENTED       MEHD
 RE0079
 RE0079                          STATION DESCRIPTION
 RE0079
 RE0079'DESCRIBED BY MAINE HIGHWAY DEPARTMENT (NOW MEDT) 1964
 RE0079'AT LIMESTONE.
 RE0079'AT LIMESTONE, AROOSTOOK COUNTY, ON STATE HIGHWAY 229, AT THE
 RE0079'CONCRETE BRIDGE OVER LIMESTONE CREEK, IN THE TOP OF THE SOUTH
 RE0079'END OF THE EAST ABUTMENT, 18 FEET SOUTH OF THE CENTER LINE OF
 RE0079'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0030 ***********************************************************************
 SF0030  DESIGNATION -  J 56
 SF0030  PID         -  SF0030
 SF0030  STATE/COUNTY-  ME/AROOSTOOK
 SF0030  USGS QUAD   -  PICARD BROOK (1986)
 SF0030
 SF0030                         *CURRENT SURVEY CONTROL
 SF0030  ___________________________________________________________________
 SF0030* NAD 83(1986)-  47 02 07.     (N)    068 07 27.     (W)     SCALED    
 SF0030* NAVD 88     -       196.878  (meters)     645.92   (feet)  ADJUSTED  
 SF0030  ___________________________________________________________________
 SF0030  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 SF0030  DYNAMIC HT  -         196.902 (meters)     646.00  (feet)  COMP
 SF0030  MODELED GRAV-     980,729.7   (mgal)                       NAVD 88
 SF0030
 SF0030  VERT ORDER  -  SECOND    CLASS 0
 SF0030
 SF0030.The horizontal coordinates were scaled from a topographic map and have
 SF0030.an estimated accuracy of +/- 6 seconds.
 SF0030
 SF0030.The orthometric height was determined by differential leveling
 SF0030.and adjusted by the National Geodetic Survey in June 1991..
 SF0030
 SF0030.The geoid height was determined by GEOID03.
 SF0030
 SF0030.The dynamic height is computed by dividing the NAVD 88
 SF0030.geopotential number by the normal gravity value computed on the
 SF0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0030.degrees latitude (g = 980.6199 gals.).
 SF0030
 SF0030.The modeled gravity was interpolated from observed gravity values.
 SF0030
 SF0030;                    North         East    Units  Estimated Accuracy
 SF0030;SPC ME E     -   374,410.      328,560.      MT  (+/- 180 meters Scaled)
 SF0030
 SF0030                          SUPERSEDED SURVEY CONTROL
 SF0030
 SF0030  NGVD 29 (??/??/92)  197.057  (m)          646.51   (f) ADJ UNCH    2 0
 SF0030
 SF0030.Superseded values are not recommended for survey control.
 SF0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0030.See file dsdata.txt to determine how the superseded data were derived.
 SF0030
 SF0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN665094(NAD 83)
 SF0030_MARKER: DB = BENCH MARK DISK
 SF0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SF0030_STAMPING: J 56 1935
 SF0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF0030+STABILITY: SURFACE MOTION
 SF0030
 SF0030  HISTORY     - Date     Condition        Report By
 SF0030  HISTORY     - 1935     MONUMENTED       CGS
 SF0030
 SF0030                          STATION DESCRIPTION
 SF0030
 SF0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SF0030'0.9 MI SE FROM STOCKHOLM.
 SF0030'0.9 MILE SOUTHEAST ALONG THE ACADIA ROAD FROM THE CROSSING OF
 SF0030'MAIN STREET AND THE BANGOR AND AROOSTOOK RAILROAD AT STOCKHOLM,
 SF0030'AROOSTOOK COUNTY, 50 YARDS NORTH OF THE CREST OF A HILL, 78 FEET
 SF0030'SOUTHEAST OF A 24-INCH CORRUGATED-IRON PIPE CULVERT, 31 FEET
 SF0030'NORTHEAST OF THE CENTER LINE OF THE ROAD, AND 16.5 FEET
 SF0030'SOUTHEAST OF A POLE.  A STANDARD DISK, STAMPED J 56 1935 AND
 SF0030'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 SF0030'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0035 ***********************************************************************
 RF0035  DESIGNATION -  J 57
 RF0035  PID         -  RF0035
 RF0035  STATE/COUNTY-  ME/AROOSTOOK
 RF0035  USGS QUAD   -  CARIBOU (1984)
 RF0035
 RF0035                         *CURRENT SURVEY CONTROL
 RF0035  ___________________________________________________________________
 RF0035* NAD 83(1986)-  46 50 42.     (N)    068 02 48.     (W)     SCALED    
 RF0035* NAVD 88     -       154.664  (meters)     507.43   (feet)  ADJUSTED  
 RF0035  ___________________________________________________________________
 RF0035  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 RF0035  DYNAMIC HT  -         154.682 (meters)     507.49  (feet)  COMP
 RF0035  MODELED GRAV-     980,726.3   (mgal)                       NAVD 88
 RF0035
 RF0035  VERT ORDER  -  SECOND    CLASS 0
 RF0035
 RF0035.The horizontal coordinates were scaled from a topographic map and have
 RF0035.an estimated accuracy of +/- 6 seconds.
 RF0035
 RF0035.The orthometric height was determined by differential leveling
 RF0035.and adjusted by the National Geodetic Survey in June 1991..
 RF0035
 RF0035.The geoid height was determined by GEOID03.
 RF0035
 RF0035.The dynamic height is computed by dividing the NAVD 88
 RF0035.geopotential number by the normal gravity value computed on the
 RF0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0035.degrees latitude (g = 980.6199 gals.).
 RF0035
 RF0035.The modeled gravity was interpolated from observed gravity values.
 RF0035
 RF0035;                    North         East    Units  Estimated Accuracy
 RF0035;SPC ME E     -   353,290.      334,580.      MT  (+/- 180 meters Scaled)
 RF0035
 RF0035                          SUPERSEDED SURVEY CONTROL
 RF0035
 RF0035  NGVD 29 (??/??/92)  154.846  (m)          508.02   (f) ADJ UNCH    2 0
 RF0035
 RF0035.Superseded values are not recommended for survey control.
 RF0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0035.See file dsdata.txt to determine how the superseded data were derived.
 RF0035
 RF0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM726883(NAD 83)
 RF0035_MARKER: DB = BENCH MARK DISK
 RF0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RF0035_STAMPING: J 57 1935
 RF0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0035+STABILITY: SURFACE MOTION
 RF0035
 RF0035  HISTORY     - Date     Condition        Report By
 RF0035  HISTORY     - 1935     MONUMENTED       CGS
 RF0035  HISTORY     - 1952     MARK NOT FOUND   USGS
 RF0035
 RF0035                          STATION DESCRIPTION
 RF0035
 RF0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RF0035'2.1 MI SW FROM CARIBOU.
 RF0035'ABOUT 2.1 MILES SOUTHWEST ALONG THE WASHBURN ROAD FROM THE POST
 RF0035'OFFICE AT CARIBOU, AROOSTOOK COUNTY, ABOUT 50 YARDS WEST OF THE
 RF0035'CENTER OF THE INTERSECTION OF A ROAD LEADING EAST, AND 8.5 FEET
 RF0035'WEST OF A POLE.  A STANDARD DISK, STAMPED J 57 1935 AND SET
 RF0035'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1/2 FOOT ABOVE
 RF0035'GROUND.
 RF0035
 RF0035                          STATION RECOVERY (1952)
 RF0035
 RF0035'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 RF0035'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0049 ***********************************************************************
 RE0049  DESIGNATION -  J 58
 RE0049  PID         -  RE0049
 RE0049  STATE/COUNTY-  ME/AROOSTOOK
 RE0049  USGS QUAD   -  LINNEUS (1984)
 RE0049
 RE0049                         *CURRENT SURVEY CONTROL
 RE0049  ___________________________________________________________________
 RE0049* NAD 83(1986)-  46 03 08.     (N)    067 59 03.     (W)     SCALED    
 RE0049* NAVD 88     -       198.307  (meters)     650.61   (feet)  ADJUSTED  
 RE0049  ___________________________________________________________________
 RE0049  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 RE0049  DYNAMIC HT  -         198.314 (meters)     650.64  (feet)  COMP
 RE0049  MODELED GRAV-     980,648.7   (mgal)                       NAVD 88
 RE0049
 RE0049  VERT ORDER  -  SECOND    CLASS 0
 RE0049
 RE0049.The horizontal coordinates were scaled from a topographic map and have
 RE0049.an estimated accuracy of +/- 6 seconds.
 RE0049
 RE0049.The orthometric height was determined by differential leveling
 RE0049.and adjusted by the National Geodetic Survey in June 1991..
 RE0049
 RE0049.The geoid height was determined by GEOID03.
 RE0049
 RE0049.The dynamic height is computed by dividing the NAVD 88
 RE0049.geopotential number by the normal gravity value computed on the
 RE0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0049.degrees latitude (g = 980.6199 gals.).
 RE0049
 RE0049.The modeled gravity was interpolated from observed gravity values.
 RE0049
 RE0049;                    North         East    Units  Estimated Accuracy
 RE0049;SPC ME E     -   265,210.      339,920.      MT  (+/- 180 meters Scaled)
 RE0049
 RE0049                          SUPERSEDED SURVEY CONTROL
 RE0049
 RE0049  NGVD 29 (??/??/92)  198.493  (m)          651.22   (f) ADJ UNCH    2 0
 RE0049
 RE0049.Superseded values are not recommended for survey control.
 RE0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0049.See file dsdata.txt to determine how the superseded data were derived.
 RE0049
 RE0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM785003(NAD 83)
 RE0049_MARKER: DB = BENCH MARK DISK
 RE0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RE0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RE0049_STAMPING: J 58 1935
 RE0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RE0049+STABILITY: SURFACE MOTION
 RE0049
 RE0049  HISTORY     - Date     Condition        Report By
 RE0049  HISTORY     - 1935     MONUMENTED       CGS
 RE0049
 RE0049                          STATION DESCRIPTION
 RE0049
 RE0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RE0049'1.8 MI NW FROM LINNEUS.
 RE0049'1.8 MILES NORTHWEST ALONG THE NEW LIMERICK ROAD FROM THE
 RE0049'JUNCTION OF U.S. HIGHWAY 2A AT LINNEUS, AROOSTOOK COUNTY, 0.8
 RE0049'MILE SOUTH OF THE JUNCTION OF A ROAD LEADING EAST, 186.5 FEET
 RE0049'SOUTH OF THE CENTERLINE OF AN 18-INCH CORRUGATED-IRON PIPE
 RE0049'CULVERT, AND 25 FEET WEST OF THE CENTERLINE OF THE ROAD.  A
 RE0049'STANDARD DISK, STAMPED J 58 1935 AND SET IN THE TOP OF A CONCRETE
 RE0049'POST PROJECTING 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0076 ***********************************************************************
 QG0076  DESIGNATION -  J 59
 QG0076  PID         -  QG0076
 QG0076  STATE/COUNTY-  ME/AROOSTOOK
 QG0076  USGS QUAD   -  ALDER BROOK (1989)
 QG0076
 QG0076                         *CURRENT SURVEY CONTROL
 QG0076  ___________________________________________________________________
 QG0076* NAD 83(1986)-  45 45 11.     (N)    068 07 15.     (W)     SCALED    
 QG0076* NAVD 88     -       181.447  (meters)     595.30   (feet)  ADJUSTED  
 QG0076  ___________________________________________________________________
 QG0076  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 QG0076  DYNAMIC HT  -         181.452 (meters)     595.31  (feet)  COMP
 QG0076  MODELED GRAV-     980,639.7   (mgal)                       NAVD 88
 QG0076
 QG0076  VERT ORDER  -  SECOND    CLASS 0
 QG0076
 QG0076.The horizontal coordinates were scaled from a topographic map and have
 QG0076.an estimated accuracy of +/- 6 seconds.
 QG0076
 QG0076.The orthometric height was determined by differential leveling
 QG0076.and adjusted by the National Geodetic Survey in June 1991..
 QG0076
 QG0076.The geoid height was determined by GEOID03.
 QG0076
 QG0076.The dynamic height is computed by dividing the NAVD 88
 QG0076.geopotential number by the normal gravity value computed on the
 QG0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0076.degrees latitude (g = 980.6199 gals.).
 QG0076
 QG0076.The modeled gravity was interpolated from observed gravity values.
 QG0076
 QG0076;                    North         East    Units  Estimated Accuracy
 QG0076;SPC ME E     -   231,900.      329,500.      MT  (+/- 180 meters Scaled)
 QG0076
 QG0076                          SUPERSEDED SURVEY CONTROL
 QG0076
 QG0076  NGVD 29 (??/??/92)  181.617  (m)          595.86   (f) ADJ UNCH    2 0
 QG0076
 QG0076.Superseded values are not recommended for survey control.
 QG0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0076.See file dsdata.txt to determine how the superseded data were derived.
 QG0076
 QG0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL683669(NAD 83)
 QG0076_MARKER: DB = BENCH MARK DISK
 QG0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0076_STAMPING: J 59 1935
 QG0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0076+STABILITY: SURFACE MOTION
 QG0076
 QG0076  HISTORY     - Date     Condition        Report By
 QG0076  HISTORY     - 1935     MONUMENTED       CGS
 QG0076  HISTORY     - 19850530 MARK NOT FOUND   USPSQD
 QG0076
 QG0076                          STATION DESCRIPTION
 QG0076
 QG0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QG0076'8.4 MI SW FROM HAYNESVILLE.
 QG0076'8.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 2A FROM THE BAPTIST CHURCH
 QG0076'AT HAYNESVILLE, AROOSTOOK COUNTY, 0.8 MILE SOUTH OF THE GLENWOOD-REED
 QG0076'TOWN LINE, ABOUT 250 YARDS SOUTH OF THE TOP OF A RISE, ON THE
 QG0076'SOUTH SLOPE OF A SLIGHT RISE, AND 26 FEET EAST OF THE CENTERLINE
 QG0076'OF THE HIGHWAY.  A STANDARD DISK, STAMPED J 59 1935 AND SET IN
 QG0076'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 QG0076
 QG0076                          STATION RECOVERY (1985)
 QG0076
 QG0076'RECOVERY NOTE BY US POWER SQUADRON 1985 (WRM)
 QG0076'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0168 ***********************************************************************
 QF0168  DESIGNATION -  J 60
 QF0168  PID         -  QF0168
 QF0168  STATE/COUNTY-  ME/AROOSTOOK
 QF0168  USGS QUAD   -  JIMMEY MOUNTAIN (1988)
 QF0168
 QF0168                         *CURRENT SURVEY CONTROL
 QF0168  ___________________________________________________________________
 QF0168* NAD 83(1986)-  45 44 18.     (N)    067 53 17.     (W)     SCALED    
 QF0168* NAVD 88     -       176.611  (meters)     579.43   (feet)  ADJUSTED  
 QF0168  ___________________________________________________________________
 QF0168  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 QF0168  DYNAMIC HT  -         176.613 (meters)     579.44  (feet)  COMP
 QF0168  MODELED GRAV-     980,625.1   (mgal)                       NAVD 88
 QF0168
 QF0168  VERT ORDER  -  SECOND    CLASS 0
 QF0168
 QF0168.The horizontal coordinates were scaled from a topographic map and have
 QF0168.an estimated accuracy of +/- 6 seconds.
 QF0168
 QF0168.The orthometric height was determined by differential leveling
 QF0168.and adjusted by the National Geodetic Survey in June 1991..
 QF0168
 QF0168.The geoid height was determined by GEOID03.
 QF0168
 QF0168.The dynamic height is computed by dividing the NAVD 88
 QF0168.geopotential number by the normal gravity value computed on the
 QF0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0168.degrees latitude (g = 980.6199 gals.).
 QF0168
 QF0168.The modeled gravity was interpolated from observed gravity values.
 QF0168
 QF0168;                    North         East    Units  Estimated Accuracy
 QF0168;SPC ME E     -   230,380.      347,620.      MT  (+/- 180 meters Scaled)
 QF0168
 QF0168                          SUPERSEDED SURVEY CONTROL
 QF0168
 QF0168  NGVD 29 (??/??/92)  176.772  (m)          579.96   (f) ADJ UNCH    2 0
 QF0168
 QF0168.Superseded values are not recommended for survey control.
 QF0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0168.See file dsdata.txt to determine how the superseded data were derived.
 QF0168
 QF0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL865655(NAD 83)
 QF0168_MARKER: DB = BENCH MARK DISK
 QF0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QF0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QF0168_STAMPING: J 60 1935
 QF0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0168+STABILITY: SURFACE MOTION
 QF0168
 QF0168  HISTORY     - Date     Condition        Report By
 QF0168  HISTORY     - 1935     MONUMENTED       CGS
 QF0168  HISTORY     - 1958     MARK NOT FOUND   NGS
 QF0168
 QF0168                          STATION DESCRIPTION
 QF0168
 QF0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QF0168'1.1 MI NW FROM WESTON.
 QF0168'1.1 MILES NORTHWEST ALONG THE HAYNESVILLE ROAD FROM THE JUNCTION
 QF0168'OF U.S. HIGHWAY 1 AT WESTON, AROOSTOOK COUNTY, ON THE NORTH
 QF0168'SLOPE OF A HILL, AND 23 FEET WEST OF THE CENTERLINE OF THE ROAD.
 QF0168'A STANDARD DISK, STAMPED J 60 1935 AND SET IN THE TOP OF A
 QF0168'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0036 ***********************************************************************
 QG0036  DESIGNATION -  J 61
 QG0036  PID         -  QG0036
 QG0036  STATE/COUNTY-  ME/AROOSTOOK
 QG0036  USGS QUAD   -  MONARDA (1989)
 QG0036
 QG0036                         *CURRENT SURVEY CONTROL
 QG0036  ___________________________________________________________________
 QG0036* NAD 83(1986)-  45 50 46.     (N)    068 19 29.     (W)     SCALED    
 QG0036* NAVD 88     -       194.256  (meters)     637.32   (feet)  ADJUSTED  
 QG0036  ___________________________________________________________________
 QG0036  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 QG0036  DYNAMIC HT  -         194.260 (meters)     637.33  (feet)  COMP
 QG0036  MODELED GRAV-     980,634.3   (mgal)                       NAVD 88
 QG0036
 QG0036  VERT ORDER  -  SECOND    CLASS 0
 QG0036
 QG0036.The horizontal coordinates were scaled from a topographic map and have
 QG0036.an estimated accuracy of +/- 6 seconds.
 QG0036
 QG0036.The orthometric height was determined by differential leveling
 QG0036.and adjusted by the National Geodetic Survey in June 1991..
 QG0036
 QG0036.The geoid height was determined by GEOID03.
 QG0036
 QG0036.The dynamic height is computed by dividing the NAVD 88
 QG0036.geopotential number by the normal gravity value computed on the
 QG0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0036.degrees latitude (g = 980.6199 gals.).
 QG0036
 QG0036.The modeled gravity was interpolated from observed gravity values.
 QG0036
 QG0036;                    North         East    Units  Estimated Accuracy
 QG0036;SPC ME E     -   242,190.      313,610.      MT  (+/- 180 meters Scaled)
 QG0036
 QG0036                          SUPERSEDED SURVEY CONTROL
 QG0036
 QG0036  NGVD 29 (??/??/92)  194.423  (m)          637.87   (f) ADJ UNCH    2 0
 QG0036
 QG0036.Superseded values are not recommended for survey control.
 QG0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0036.See file dsdata.txt to determine how the superseded data were derived.
 QG0036
 QG0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL524771(NAD 83)
 QG0036_MARKER: DB = BENCH MARK DISK
 QG0036_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QG0036_SP_SET: CULVERT
 QG0036_STAMPING: J 61 1935
 QG0036_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG0036
 QG0036  HISTORY     - Date     Condition        Report By
 QG0036  HISTORY     - 1935     MONUMENTED       CGS
 QG0036  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QG0036
 QG0036                          STATION DESCRIPTION
 QG0036
 QG0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QG0036'3.3 MI N FROM MONARDA.
 QG0036'3.3 MILES NORTH ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF A ROAD
 QG0036'LEADING NORTHWEST TO BENEDICTA AT MONARDA, AROOSTOOK COUNTY, 1.7
 QG0036'MILES SOUTH OF THE JUNCTION OF STATE HIGHWAY 158, ABOUT 100 FEET
 QG0036'SOUTHWEST OF THE SHERMAN-SILVER RIDGE TOWN LINE, AT A 3-BY 4-FOOT
 QG0036'CULVERT, IN THE TOP OF THE WEST CONCRETE HEADWALL, AND 2 FEET
 QG0036'FROM THE NORTH END OF THE HEADWALL.  A STANDARD DISK, STAMPED
 QG0036'J 61 1935.
 QG0036
 QG0036                          STATION RECOVERY (1985)
 QG0036
 QG0036'RECOVERY NOTE BY US POWER SQUADRON 1985 (RRB)
 QG0036'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0095 ***********************************************************************
 QF0095  DESIGNATION -  J 65
 QF0095  PID         -  QF0095
 QF0095  STATE/COUNTY-  ME/WASHINGTON
 QF0095  USGS QUAD   -  ROBBINSTON (1977)
 QF0095
 QF0095                         *CURRENT SURVEY CONTROL
 QF0095  ___________________________________________________________________
 QF0095* NAD 83(1986)-  45 05 08.     (N)    067 06 46.     (W)     SCALED    
 QF0095* NAVD 88     -        20.331  (meters)      66.70   (feet)  ADJUSTED  
 QF0095  ___________________________________________________________________
 QF0095  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 QF0095  DYNAMIC HT  -          20.331 (meters)      66.70  (feet)  COMP
 QF0095  MODELED GRAV-     980,623.9   (mgal)                       NAVD 88
 QF0095
 QF0095  VERT ORDER  -  FIRST     CLASS II
 QF0095
 QF0095.The horizontal coordinates were scaled from a topographic map and have
 QF0095.an estimated accuracy of +/- 6 seconds.
 QF0095
 QF0095.The orthometric height was determined by differential leveling
 QF0095.and adjusted by the National Geodetic Survey in June 1991..
 QF0095
 QF0095.The geoid height was determined by GEOID03.
 QF0095
 QF0095.The dynamic height is computed by dividing the NAVD 88
 QF0095.geopotential number by the normal gravity value computed on the
 QF0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0095.degrees latitude (g = 980.6199 gals.).
 QF0095
 QF0095.The modeled gravity was interpolated from observed gravity values.
 QF0095
 QF0095;                    North         East    Units  Estimated Accuracy
 QF0095;SPC ME E     -   158,590.      409,200.      MT  (+/- 180 meters Scaled)
 QF0095
 QF0095                          SUPERSEDED SURVEY CONTROL
 QF0095
 QF0095.No superseded survey control is available for this station.
 QF0095
 QF0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK485941(NAD 83)
 QF0095_MARKER: DB = BENCH MARK DISK
 QF0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QF0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QF0095_STAMPING: J 65 1935
 QF0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0095+STABILITY: SURFACE MOTION
 QF0095
 QF0095  HISTORY     - Date     Condition        Report By
 QF0095  HISTORY     - 1935     MONUMENTED       CGS
 QF0095  HISTORY     - 1946     GOOD             NGS
 QF0095  HISTORY     - 1978     GOOD             NGS
 QF0095
 QF0095                          STATION DESCRIPTION
 QF0095
 QF0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QF0095'0.5 MI N FROM ROBINSTON.
 QF0095'0.5 MILE NORTH ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 QF0095'ROBBINSTON, WASHINGTON COUNTY, 24 FEET SOUTHWEST OF THE CENTER
 QF0095'LINE OF THE HIGHWAY, 16 FEET SOUTHEAST OF THE CENTER OF A FARM
 QF0095'GATE, AND 2.5 FEET NORTHEAST OF THE FARM FENCE.  A STANDARD DISK,
 QF0095'STAMPED J 65 1935 AND SET IN THE TOP OF A CONCRETE POST
 QF0095'PROJECTING ABOUT 1/2 FOOT ABOVE GROUND.
 QF0095
 QF0095                          STATION RECOVERY (1946)
 QF0095
 QF0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 QF0095'RECOVERED IN GOOD CONDITION.
 QF0095
 QF0095                          STATION RECOVERY (1978)
 QF0095
 QF0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QF0095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0057 ***********************************************************************
 PD0057  DESIGNATION -  J 66
 PD0057  PID         -  PD0057
 PD0057  STATE/COUNTY-  ME/WASHINGTON
 PD0057  USGS QUAD   -  MACHIAS (1977)
 PD0057
 PD0057                         *CURRENT SURVEY CONTROL
 PD0057  ___________________________________________________________________
 PD0057* NAD 83(1986)-  44 44 48.     (N)    067 22 35.     (W)     SCALED    
 PD0057* NAVD 88     -        32.600  (meters)     106.96   (feet)  ADJUSTED  
 PD0057  ___________________________________________________________________
 PD0057  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 PD0057  DYNAMIC HT  -          32.599 (meters)     106.95  (feet)  COMP
 PD0057  MODELED GRAV-     980,597.9   (mgal)                       NAVD 88
 PD0057
 PD0057  VERT ORDER  -  SECOND    CLASS 0
 PD0057
 PD0057.The horizontal coordinates were scaled from a topographic map and have
 PD0057.an estimated accuracy of +/- 6 seconds.
 PD0057
 PD0057.The orthometric height was determined by differential leveling
 PD0057.and adjusted by the National Geodetic Survey in June 1991..
 PD0057
 PD0057.The geoid height was determined by GEOID03.
 PD0057
 PD0057.The dynamic height is computed by dividing the NAVD 88
 PD0057.geopotential number by the normal gravity value computed on the
 PD0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0057.degrees latitude (g = 980.6199 gals.).
 PD0057
 PD0057.The modeled gravity was interpolated from observed gravity values.
 PD0057
 PD0057;                    North         East    Units  Estimated Accuracy
 PD0057;SPC ME E     -   120,610.      388,970.      MT  (+/- 180 meters Scaled)
 PD0057
 PD0057                          SUPERSEDED SURVEY CONTROL
 PD0057
 PD0057  NGVD 29 (??/??/92)   32.806  (m)          107.63   (f) ADJ UNCH    2 0
 PD0057
 PD0057.Superseded values are not recommended for survey control.
 PD0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0057.See file dsdata.txt to determine how the superseded data were derived.
 PD0057
 PD0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK285560(NAD 83)
 PD0057_MARKER: DB = BENCH MARK DISK
 PD0057_SETTING: 66 = SET IN ROCK OUTCROP
 PD0057_SP_SET: ROCK OUTCROP
 PD0057_STAMPING: J 66 1935
 PD0057_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0057+STABILITY: POSITION/ELEVATION WELL
 PD0057
 PD0057  HISTORY     - Date     Condition        Report By
 PD0057  HISTORY     - 1935     MONUMENTED       CGS
 PD0057  HISTORY     - 1946     GOOD             NGS
 PD0057
 PD0057                          STATION DESCRIPTION
 PD0057
 PD0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PD0057'1.1 MI NE FROM EAST MACHIAS.
 PD0057'1.1 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE MEMORIAL
 PD0057'LIBRARY AT EAST MACHIAS, WASHINGTON COUNTY, NEAR THE TOP OF A
 PD0057'HILL, ABOUT 30 YARDS SOUTHWEST OF A SHARP CURVE TO THE EAST,
 PD0057'BETWEEN THE OLD AND NEW HIGHWAY, IN LINE WITH A ROW OF APPLE
 PD0057'TREES, AT AN ABANDONED FARM, 36 FEET EAST OF THE CENTER LINE OF
 PD0057'THE HIGHWAY, IN THE TOP OF A ROCK OUTCROP, AND ABOUT 4 FEET
 PD0057'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED J 66 1935.
 PD0057
 PD0057                          STATION RECOVERY (1946)
 PD0057
 PD0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 PD0057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0045 ***********************************************************************
 PD0045  DESIGNATION -  J 67
 PD0045  PID         -  PD0045
 PD0045  STATE/COUNTY-  ME/WASHINGTON
 PD0045  USGS QUAD   -  EASTPORT (1977)
 PD0045
 PD0045                         *CURRENT SURVEY CONTROL
 PD0045  ___________________________________________________________________
 PD0045* NAD 83(1986)-  44 56 33.     (N)    067 02 19.     (W)     SCALED    
 PD0045* NAVD 88     -        10.521  (meters)      34.52   (feet)  ADJUSTED  
 PD0045  ___________________________________________________________________
 PD0045  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 PD0045  DYNAMIC HT  -          10.521 (meters)      34.52  (feet)  COMP
 PD0045  MODELED GRAV-     980,617.2   (mgal)                       NAVD 88
 PD0045
 PD0045  VERT ORDER  -  SECOND    CLASS 0
 PD0045
 PD0045.The horizontal coordinates were scaled from a topographic map and have
 PD0045.an estimated accuracy of +/- 6 seconds.
 PD0045
 PD0045.The orthometric height was determined by differential leveling
 PD0045.and adjusted by the National Geodetic Survey in June 1991..
 PD0045
 PD0045.The geoid height was determined by GEOID03.
 PD0045
 PD0045.The dynamic height is computed by dividing the NAVD 88
 PD0045.geopotential number by the normal gravity value computed on the
 PD0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0045.degrees latitude (g = 980.6199 gals.).
 PD0045
 PD0045.The modeled gravity was interpolated from observed gravity values.
 PD0045
 PD0045;                    North         East    Units  Estimated Accuracy
 PD0045;SPC ME E     -   142,790.      415,330.      MT  (+/- 180 meters Scaled)
 PD0045
 PD0045                          SUPERSEDED SURVEY CONTROL
 PD0045
 PD0045  NGVD 29 (??/??/92)   10.712  (m)           35.14   (f) ADJ UNCH    2 0
 PD0045
 PD0045.Superseded values are not recommended for survey control.
 PD0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0045.See file dsdata.txt to determine how the superseded data were derived.
 PD0045
 PD0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK547784(NAD 83)
 PD0045_MARKER: DB = BENCH MARK DISK
 PD0045_SETTING: 66 = SET IN ROCK OUTCROP
 PD0045_SP_SET: ROCK OUTCROP
 PD0045_STAMPING: J 67 1935
 PD0045_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0045+STABILITY: POSITION/ELEVATION WELL
 PD0045
 PD0045  HISTORY     - Date     Condition        Report By
 PD0045  HISTORY     - 1935     MONUMENTED       CGS
 PD0045  HISTORY     - 1946     GOOD             NGS
 PD0045  HISTORY     - 1978     MARK NOT FOUND   NGS
 PD0045
 PD0045                          STATION DESCRIPTION
 PD0045
 PD0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PD0045'1 MI S FROM PLEASANT POINT.
 PD0045'1.0 MILE SOUTH ALONG THE MAINE CENTRAL RAILROAD FROM THE STATION
 PD0045'AT PLEASANT POINT, WASHINGTON COUNTY, 0.3 MILE SOUTH OF MILEPOST
 PD0045'E 5, 46 FEET WEST OF THE WEST RAIL, 16 FEET WEST OF THE
 PD0045'RIGHT-OF-WAY FENCE, IN THE TOP OF A ROCK OUTCROP, AND 1/2 FOOT
 PD0045'ABOVE GROUND.  A STANDARD DISK, STAMPED J 67 1935.
 PD0045
 PD0045                          STATION RECOVERY (1946)
 PD0045
 PD0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 PD0045'RECOVERED IN GOOD CONDITION.
 PD0045
 PD0045                          STATION RECOVERY (1978)
 PD0045
 PD0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PD0045'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0095 ***********************************************************************
 PD0095  DESIGNATION -  J 68
 PD0095  PID         -  PD0095
 PD0095  STATE/COUNTY-  ME/WASHINGTON
 PD0095  USGS QUAD   -  CUTLER (1993)
 PD0095
 PD0095                         *CURRENT SURVEY CONTROL
 PD0095  ___________________________________________________________________
 PD0095* NAD 83(1986)-  44 40 39.     (N)    067 11 27.     (W)     SCALED    
 PD0095* NAVD 88     -        29.585  (meters)      97.06   (feet)  ADJUSTED  
 PD0095  ___________________________________________________________________
 PD0095  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 PD0095  DYNAMIC HT  -          29.585 (meters)      97.06  (feet)  COMP
 PD0095  MODELED GRAV-     980,619.6   (mgal)                       NAVD 88
 PD0095
 PD0095  VERT ORDER  -  FIRST     CLASS II
 PD0095
 PD0095.The horizontal coordinates were scaled from a topographic map and have
 PD0095.an estimated accuracy of +/- 6 seconds.
 PD0095
 PD0095.The orthometric height was determined by differential leveling
 PD0095.and adjusted by the National Geodetic Survey in June 1991..
 PD0095
 PD0095.The geoid height was determined by GEOID03.
 PD0095
 PD0095.The dynamic height is computed by dividing the NAVD 88
 PD0095.geopotential number by the normal gravity value computed on the
 PD0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0095.degrees latitude (g = 980.6199 gals.).
 PD0095
 PD0095.The modeled gravity was interpolated from observed gravity values.
 PD0095
 PD0095;                    North         East    Units  Estimated Accuracy
 PD0095;SPC ME E     -   113,140.      403,790.      MT  (+/- 180 meters Scaled)
 PD0095
 PD0095                          SUPERSEDED SURVEY CONTROL
 PD0095
 PD0095  NGVD 29 (??/??/92)   29.755  (m)           97.62   (f) ADJ UNCH    1 2
 PD0095
 PD0095.Superseded values are not recommended for survey control.
 PD0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0095.See file dsdata.txt to determine how the superseded data were derived.
 PD0095
 PD0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK433487(NAD 83)
 PD0095_MARKER: DB = BENCH MARK DISK
 PD0095_SETTING: 66 = SET IN ROCK OUTCROP
 PD0095_SP_SET: ROCK OUTCROP
 PD0095_STAMPING: J 68 1935
 PD0095_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0095+STABILITY: POSITION/ELEVATION WELL
 PD0095
 PD0095  HISTORY     - Date     Condition        Report By
 PD0095  HISTORY     - 1935     MONUMENTED       CGS
 PD0095  HISTORY     - 1946     GOOD             NGS
 PD0095  HISTORY     - 1978     GOOD             NGS
 PD0095
 PD0095                          STATION DESCRIPTION
 PD0095
 PD0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PD0095'1.5 MI NE FROM CUTLER.
 PD0095'1.5 MILES NORTHEAST ALONG STATE HIGHWAY 191 FROM THE SCHOOL AT
 PD0095'CUTLER, WASHINGTON COUNTY, ABOUT 0.15 MILE NORTHEAST OF SCHOONER
 PD0095'BROOK, AT THE SUMMIT OF A GRADE, ABOUT 280 FEET WEST OF A
 PD0095'FARMHOUSE SOUTH OF THE HIGHWAY, 38 FEET SOUTH OF THE CENTER
 PD0095'LINE OF THE HIGHWAY, 55 FEET NORTH OF A SMALL CABIN, IN
 PD0095'THE TOP OF A ROCK OUTCROP, ABOUT 1 FOOT ABOVE GROUND, AND
 PD0095'ABOUT 5 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 PD0095'J 68 1935.
 PD0095
 PD0095                          STATION RECOVERY (1946)
 PD0095
 PD0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 PD0095'RECOVERED IN GOOD CONDITION.
 PD0095
 PD0095                          STATION RECOVERY (1978)
 PD0095
 PD0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PD0095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0305 ***********************************************************************
 PD0305  DESIGNATION -  J 7 RESET 1942
 PD0305  PID         -  PD0305
 PD0305  STATE/COUNTY-  ME/WASHINGTON
 PD0305  USGS QUAD   -  EPPING (1984)
 PD0305
 PD0305                         *CURRENT SURVEY CONTROL
 PD0305  ___________________________________________________________________
 PD0305* NAD 83(1986)-  44 39 29.     (N)    067 46 27.     (W)     SCALED    
 PD0305* NAVD 88     -        20.203  (meters)      66.28   (feet)  ADJUSTED  
 PD0305  ___________________________________________________________________
 PD0305  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 PD0305  DYNAMIC HT  -          20.202 (meters)      66.28  (feet)  COMP
 PD0305  MODELED GRAV-     980,583.7   (mgal)                       NAVD 88
 PD0305  OBS GRAVITY -     980,589.6   (mgal)                       GRAV_OBS
 PD0305
 PD0305  VERT ORDER  -  FIRST     CLASS I
 PD0305
 PD0305.The horizontal coordinates were scaled from a topographic map and have
 PD0305.an estimated accuracy of +/- 6 seconds.
 PD0305
 PD0305.The orthometric height was determined by differential leveling
 PD0305.and adjusted by the National Geodetic Survey in June 1991..
 PD0305
 PD0305.The geoid height was determined by GEOID03.
 PD0305
 PD0305.The dynamic height is computed by dividing the NAVD 88
 PD0305.geopotential number by the normal gravity value computed on the
 PD0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0305.degrees latitude (g = 980.6199 gals.).
 PD0305
 PD0305.The modeled gravity was interpolated from observed gravity values.
 PD0305.The observed gravity was obtained from relative gravimeter ties
 PD0305.to the IGSN71 gravity network.
 PD0305
 PD0305;                    North         East    Units  Estimated Accuracy
 PD0305;SPC ME E     -   110,400.      357,560.      MT  (+/- 180 meters Scaled)
 PD0305
 PD0305                          SUPERSEDED SURVEY CONTROL
 PD0305
 PD0305  NGVD 29 (??/??/92)   20.409  (m)           66.96   (f) ADJ UNCH    1 1
 PD0305
 PD0305.Superseded values are not recommended for survey control.
 PD0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0305.See file dsdata.txt to determine how the superseded data were derived.
 PD0305
 PD0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK971456(NAD 83)
 PD0305_MARKER: DB = BENCH MARK DISK
 PD0305_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PD0305_SP_SET: SIGNAL CONC BASE
 PD0305_STAMPING: J 7 64.944 1927 RESET 1942
 PD0305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PD0305
 PD0305  HISTORY     - Date     Condition        Report By
 PD0305  HISTORY     - 1942     MONUMENTED       CGS
 PD0305  HISTORY     - 1966     GOOD             NGS
 PD0305  HISTORY     - 1978     GOOD             DMA
 PD0305
 PD0305                          STATION DESCRIPTION
 PD0305
 PD0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PD0305'3.9 MI NE FROM HARRINGTON.
 PD0305'3.9 MILES NORTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PD0305'RAILROAD BRIDGE OVER THE HARRINGTON RIVER AT HARRINGTON, AT ADDISON,
 PD0305'0.15 MILE SOUTHWEST OF MILEPOST C63/P207, IN THE TOP OF THE
 PD0305'SOUTHEAST CORNER OF THE CONCRETE BASE FOR A RAILROAD STOP SIGNAL,
 PD0305'15.3 FEET SOUTH OF THE SOUTH RAIL, 13 FEET EAST OF THE CENTER
 PD0305'LINE OF BLACK TOPPED ROAD, 144 FEET EAST OF AND ACROSS THE ROAD
 PD0305'FROM BENCH MARK Y 167 DESCRIBED, AND ABOUT LEVEL WITH THE TRACK.
 PD0305
 PD0305                          STATION RECOVERY (1978)
 PD0305
 PD0305'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PD0305'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0194 ***********************************************************************
 PD0194  DESIGNATION -  J 75
 PD0194  PID         -  PD0194
 PD0194  STATE/COUNTY-  ME/WASHINGTON
 PD0194  USGS QUAD   -  LAKE CATHANCE (1987)
 PD0194
 PD0194                         *CURRENT SURVEY CONTROL
 PD0194  ___________________________________________________________________
 PD0194* NAD 83(1986)-  44 53 24.     (N)    067 24 58.     (W)     SCALED    
 PD0194* NAVD 88     -        53.693  (meters)     176.16   (feet)  ADJUSTED  
 PD0194  ___________________________________________________________________
 PD0194  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 PD0194  DYNAMIC HT  -          53.691 (meters)     176.15  (feet)  COMP
 PD0194  MODELED GRAV-     980,579.3   (mgal)                       NAVD 88
 PD0194
 PD0194  VERT ORDER  -  SECOND    CLASS 0
 PD0194
 PD0194.The horizontal coordinates were scaled from a topographic map and have
 PD0194.an estimated accuracy of +/- 6 seconds.
 PD0194
 PD0194.The orthometric height was determined by differential leveling
 PD0194.and adjusted by the National Geodetic Survey in June 1991..
 PD0194
 PD0194.The geoid height was determined by GEOID03.
 PD0194
 PD0194.The dynamic height is computed by dividing the NAVD 88
 PD0194.geopotential number by the normal gravity value computed on the
 PD0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0194.degrees latitude (g = 980.6199 gals.).
 PD0194
 PD0194.The modeled gravity was interpolated from observed gravity values.
 PD0194
 PD0194;                    North         East    Units  Estimated Accuracy
 PD0194;SPC ME E     -   136,490.      385,620.      MT  (+/- 180 meters Scaled)
 PD0194
 PD0194                          SUPERSEDED SURVEY CONTROL
 PD0194
 PD0194  NGVD 29 (??/??/92)   53.899  (m)          176.83   (f) ADJ UNCH    2 0
 PD0194
 PD0194.Superseded values are not recommended for survey control.
 PD0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0194.See file dsdata.txt to determine how the superseded data were derived.
 PD0194
 PD0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK250719(NAD 83)
 PD0194_MARKER: DB = BENCH MARK DISK
 PD0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PD0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PD0194_STAMPING: J 75 1935
 PD0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0194+STABILITY: SURFACE MOTION
 PD0194
 PD0194  HISTORY     - Date     Condition        Report By
 PD0194  HISTORY     - 1935     MONUMENTED       CGS
 PD0194
 PD0194                          STATION DESCRIPTION
 PD0194
 PD0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PD0194'7.9 MI S FROM COOPERS CORNER.
 PD0194'7.9 MILES SOUTH ALONG STATE HIGHWAY 191 FROM COOPERS CORNER,
 PD0194'WASHINGTON COUNTY, 29 FEET EAST OF THE CENTER LINE OF THE
 PD0194'HIGHWAY, 9 FEET NORTHEAST OF A POST AT A PROPERTY-LINE CORNER,
 PD0194'AND AT THE PROPERTY LINE.  A STANDARD DISK, STAMPED J 75 1935
 PD0194'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 PD0194'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0392 ***********************************************************************
 PD0392  CBN         -  This is a Cooperative Base Network Control Station.
 PD0392  DESIGNATION -  J 76
 PD0392  PID         -  PD0392
 PD0392  STATE/COUNTY-  ME/WASHINGTON
 PD0392  USGS QUAD   -  WESLEY (1990)
 PD0392
 PD0392                         *CURRENT SURVEY CONTROL
 PD0392  ___________________________________________________________________
 PD0392* NAD 83(1996)-  44 56 30.40871(N)    067 39 48.39185(W)     ADJUSTED  
 PD0392* NAVD 88     -       120.542  (meters)     395.48   (feet)  ADJUSTED  
 PD0392  ___________________________________________________________________
 PD0392  X           -   1,718,658.103 (meters)                     COMP
 PD0392  Y           -  -4,182,917.342 (meters)                     COMP
 PD0392  Z           -   4,482,839.478 (meters)                     COMP
 PD0392  LAPLACE CORR-           4.32  (seconds)                    DEFLEC99
 PD0392  ELLIP HEIGHT-          96.83  (meters)          (04/26/01) GPS OBS
 PD0392  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 PD0392  DYNAMIC HT  -         120.537 (meters)     395.46  (feet)  COMP
 PD0392  MODELED GRAV-     980,570.9   (mgal)                       NAVD 88
 PD0392
 PD0392  HORZ ORDER  -  A
 PD0392  VERT ORDER  -  SECOND    CLASS 0
 PD0392  ELLP ORDER  -  FOURTH    CLASS I
 PD0392
 PD0392.The horizontal coordinates were established by GPS observations
 PD0392.and adjusted by the National Geodetic Survey in April 2001..
 PD0392
 PD0392.The orthometric height was determined by differential leveling
 PD0392.and adjusted by the National Geodetic Survey in June 1991..
 PD0392
 PD0392.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PD0392
 PD0392.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0392
 PD0392.The ellipsoidal height was determined by GPS observations
 PD0392.and is referenced to NAD 83.
 PD0392
 PD0392.The geoid height was determined by GEOID03.
 PD0392
 PD0392.The dynamic height is computed by dividing the NAVD 88
 PD0392.geopotential number by the normal gravity value computed on the
 PD0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0392.degrees latitude (g = 980.6199 gals.).
 PD0392
 PD0392.The modeled gravity was interpolated from observed gravity values.
 PD0392
 PD0392;                    North         East     Units Scale Factor Converg.
 PD0392;SPC ME E     -   142,014.602   366,020.107   MT  0.99995358   +0 35 27.4
 PD0392;UTM  19      - 4,977,351.823   605,447.861   MT  0.99973673   +0 56 39.2
 PD0392
 PD0392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0392!SPC ME E     -   0.99998482  x   0.99995358  =   0.99993840
 PD0392!UTM  19      -   0.99998482  x   0.99973673  =   0.99972155
 PD0392
 PD0392                          SUPERSEDED SURVEY CONTROL
 PD0392
 PD0392  NAD 83(1996)-  44 56 30.40936(N)    067 39 48.39203(W) AD(       ) 1
 PD0392  ELLIP H (03/06/98)   96.76   (m)                       GP(       ) 4 1
 PD0392  NAD 83(1992)-  44 56 30.40671(N)    067 39 48.39075(W) AD(       ) 1
 PD0392  ELLIP H (01/28/95)   96.82   (m)                       GP(       ) 4 2
 PD0392  NAD 83(1986)-  44 56 30.41056(N)    067 39 48.40352(W) AD(       ) 1
 PD0392  NAVD 88 (04/26/01)  120.54   (m)          395.5    (f) LEVELING    3  
 PD0392  NGVD 29 (??/??/92)  120.735  (m)          396.11   (f) ADJ UNCH    2 0
 PD0392
 PD0392.Superseded values are not recommended for survey control.
 PD0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0392.See file dsdata.txt to determine how the superseded data were derived.
 PD0392
 PD0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK0544877352(NAD 83)
 PD0392_MARKER: DB = BENCH MARK DISK
 PD0392_SETTING: 66 = SET IN ROCK OUTCROP
 PD0392_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 PD0392_STAMPING: J 76 1935
 PD0392_MARK LOGO: CGS   
 PD0392_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PD0392_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0392+STABILITY: POSITION/ELEVATION WELL
 PD0392_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PD0392+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2000
 PD0392
 PD0392  HISTORY     - Date     Condition        Report By
 PD0392  HISTORY     - 1935     MONUMENTED       CGS
 PD0392  HISTORY     - 1986     GOOD             NGS
 PD0392  HISTORY     - 19881201 GOOD             NGS
 PD0392  HISTORY     - 19890117 GOOD
 PD0392  HISTORY     - 20000713 GOOD             MEDT
 PD0392
 PD0392                          STATION DESCRIPTION
 PD0392
 PD0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PD0392'0.7 MI S FROM WESLEY.
 PD0392'0.7 MILE SOUTH ALONG STATE HIGHWAY 192 FROM THE JUNCTION OF
 PD0392'STATE HIGHWAY 9 AT WESLEY, WASHINGTON COUNTY, 100 YARDS NORTH OF
 PD0392'A HOUSE ON THE EAST SIDE OF THE HIGHWAY, 84 FEET NORTHEAST OF A
 PD0392'14-INCH PIPE CULVERT UNDER THE HIGHWAY, 82 FEET EAST OF THE
 PD0392'CENTER LINE OF THE HIGHWAY, AND IN THE TOP OF A ROCK OUTCROP.
 PD0392'A STANDARD DISK, STAMPED J 76 1935.
 PD0392
 PD0392                          STATION RECOVERY (1986)
 PD0392
 PD0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (REP)
 PD0392'THE STATION IS LOCATED ABOUT 15.3 KM (9.5 MI)
 PD0392'SOUTH-SOUTHWEST OF CRAWFORD,
 PD0392'15.3 KM (9.5 MI) NORTH-NORTHWEST OF NORTHFIELD AND 1.0 KM (0.65 MI)
 PD0392'SOUTH OF WESLEY.
 PD0392'OWNERSHIP--MR RAY SCICHILONE, ROUTE 192, WESLEY MAINE 04686, PHONE
 PD0392'NO 207-255-4414.
 PD0392'
 PD0392'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY 9 AND 192 IN
 PD0392'WESLEY, GO SOUTH ON HIGHWAY 192 FOR 1.0 KM (0.65 MI) TO THE
 PD0392'STATION ON THE LEFT.
 PD0392'
 PD0392'THE STATION IS A STANDARD CGS DISK
 PD0392'STAMPED---J 76 1935---,
 PD0392'SET INTO ROCK OUTCROP, LOCATED
 PD0392'36.0 METERS (118.0 FT) WEST FROM THE EDGE OF A BRUSH LINE,
 PD0392'24.72 METERS (81.1 FT) EAST FROM THE CENTER OF ROUTE 192,
 PD0392'15.51 METERS (50.9 FT) EAST-SOUTHEAST FROM A POWER POLE NUMBER 372
 PD0392'AND
 PD0392'7.16 METERS (23.5 FT) WEST FROM A PILE OF SMALL ROCKS.
 PD0392'
 PD0392'SOUTHEAST MAINE SUBSIDENCE NETWORK, AUGUST 1986.
 PD0392'
 PD0392'THIS STATION SUITABLE FOR GPS SURVEYS.
 PD0392'
 PD0392'DESCRIBED BY T.F. DAWS.
 PD0392
 PD0392                          STATION RECOVERY (1988)
 PD0392
 PD0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 PD0392'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW AND COMPLETE
 PD0392'DESCRIPTION FOLLOWS.
 PD0392'THE STATION IS LOCATED ABOUT 15.3 KM (9.50 MI) SOUTH-SOUTHWEST OF
 PD0392'CRAWFORD, 15.3 KM (9.50 MI) NORTH-NORTHWEST OF NORTHFIELD AND 1.0 KM
 PD0392'(0.60 MI) SOUTH OF WESLEY.  OWNERSHIP-- MR RAY SCICHILONE, ROUTE 192,
 PD0392'WESELY ME 04686.  PHONE 207-255-4414.
 PD0392'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY 9 AND 192 IN WESLEY,
 PD0392'GO SOUTH ON HIGHWAY 192 FOR 1.0 KM (0.60 MI) TO THE STATION ON THE
 PD0392'LEFT IN A ROCK OUTCROP.
 PD0392'THE STATION IS A STANDARD CGS BENCHMARK DISK SET INTO A ROCK OUTCROP.
 PD0392'LOCATED 37.8 M (124.0 FT) WEST FROM THE EDGE OF A BRUSH LINE, 24.72 M
 PD0392'(81.1 FT) EAST FROM THE CENTER OF ROUTE 192, 15.51 M (50.9 FT)
 PD0392'EAST-SOUTHEAST FROM POWER POLE NUMBER 372, 7.16 M (23.5 FT) WEST FROM
 PD0392'A SMALL ROCK CARIN AND 0.83 M (2.7 FT) SOUTH-SOUTHEAST FROM
 PD0392'NORTH-NORTHWEST EDGE OF ROCK OUTCROP WHICH PROJECTS 30 CM ABOVE
 PD0392'GROUND.
 PD0392'SOUTHEAST MAINE SUBSIDENCE NETWORK, AUGUST 1986 AND OCTOBER 1988.
 PD0392'DESCRIBED BY F.W. ROSSMANN.
 PD0392
 PD0392                          STATION RECOVERY (1989)
 PD0392
 PD0392'RECOVERED 1989
 PD0392'RECOVERED IN GOOD CONDITION.
 PD0392
 PD0392                          STATION RECOVERY (2000)
 PD0392
 PD0392'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 2000 (TL)
 PD0392'THE STATION IS LOCATED ABOUT 9.5 MI (15.3 KM) SOUTH-SOUTHWEST OF
 PD0392'CRAWFORD, 9.5 MI (15.3 KM) NORTH-NORTHWEST OF NORTHFIELD AND 0.6 MI
 PD0392'(1.0 KM) SOUTH OF WESLEY, ON PRIVATE PROPERTY.  TO REACH FROM THE
 PD0392'JUNCTION OF STATE HIGHWAYS 9 AND 192 IN WESLEY, GO SOUTH FOR 0.65 MI
 PD0392'(1.05 KM) ON HIGHWAY 192 TO THE STATION ON THE LEFT.  THE STATION IS
 PD0392'SET IN ROCK OUTCROP.  LOCATED 81.04 FT (24.70 M) EAST OF THE
 PD0392'CENTERLINE OF HIGHWAY, 50.9 FT (15.5 M) EAST-SOUTHEAST OF UTILITY POLE
 PD0392'NUMBER 372 AND 2.6 FT (0.8 M) SOUTH-SOUTHEAST OF THE NORTH-NORTHWEST
 PD0392'EDGE OF ROCK OUTCROP PROJECTING 30 CM ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0145 ***********************************************************************
 PE0145  DESIGNATION -  J 77
 PE0145  PID         -  PE0145
 PE0145  STATE/COUNTY-  ME/HANCOCK
 PE0145  USGS QUAD   -  BEECH HILL POND (1981)
 PE0145
 PE0145                         *CURRENT SURVEY CONTROL
 PE0145  ___________________________________________________________________
 PE0145* NAD 83(1986)-  44 42 25.     (N)    068 26 27.     (W)     SCALED    
 PE0145* NAVD 88     -        97.549  (meters)     320.04   (feet)  ADJUSTED  
 PE0145  ___________________________________________________________________
 PE0145  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 PE0145  DYNAMIC HT  -          97.541 (meters)     320.02  (feet)  COMP
 PE0145  MODELED GRAV-     980,543.6   (mgal)                       NAVD 88
 PE0145
 PE0145  VERT ORDER  -  SECOND    CLASS 0
 PE0145
 PE0145.The horizontal coordinates were scaled from a topographic map and have
 PE0145.an estimated accuracy of +/- 6 seconds.
 PE0145
 PE0145.The orthometric height was determined by differential leveling
 PE0145.and adjusted by the National Geodetic Survey in June 1991..
 PE0145
 PE0145.The geoid height was determined by GEOID03.
 PE0145
 PE0145.The dynamic height is computed by dividing the NAVD 88
 PE0145.geopotential number by the normal gravity value computed on the
 PE0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0145.degrees latitude (g = 980.6199 gals.).
 PE0145
 PE0145.The modeled gravity was interpolated from observed gravity values.
 PE0145
 PE0145;                    North         East    Units  Estimated Accuracy
 PE0145;SPC ME E     -   115,580.      304,690.      MT  (+/- 180 meters Scaled)
 PE0145
 PE0145                          SUPERSEDED SURVEY CONTROL
 PE0145
 PE0145  NGVD 29 (??/??/92)   97.738  (m)          320.66   (f) ADJ UNCH    2 0
 PE0145
 PE0145.Superseded values are not recommended for survey control.
 PE0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0145.See file dsdata.txt to determine how the superseded data were derived.
 PE0145
 PE0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK442505(NAD 83)
 PE0145_MARKER: DB = BENCH MARK DISK
 PE0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0145_STAMPING: J 77 1935
 PE0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0145+STABILITY: SURFACE MOTION
 PE0145
 PE0145  HISTORY     - Date     Condition        Report By
 PE0145  HISTORY     - 1935     MONUMENTED       CGS
 PE0145  HISTORY     - 1953     GOOD             NGS
 PE0145  HISTORY     - 1988     GOOD             USPSQD
 PE0145
 PE0145                          STATION DESCRIPTION
 PE0145
 PE0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 PE0145'0.6 MI SE FROM OTIS.
 PE0145'0.65 MILE SOUTHEAST ALONG STATE HIGHWAY 180 FROM THE CROSSROADS
 PE0145'AT OTIS, ABOUT 0.35 MILE SOUTHEAST OF A CEMETERY, ABOUT 93
 PE0145'YARDS NORTHWEST OF A GREEN SHINGLE FARM HOUSE, ON THE OUTSIDE
 PE0145'OF A CURVE WITH TANGENTS EXTENDING SOUTHEAST AND WEST-NORTHWEST,
 PE0145'25 FEET NORTHEAST OF CENTER LINE OF HIGHWAY, IN BRUSH, 81 FEET
 PE0145'SOUTHEAST OF POWER POLE NO. 1 B/28 FROM WHICH THE LINE CROSSES
 PE0145'THE HIGHWAY TO THE NORTHWEST, ABOUT 2 FEET ABOVE LEVEL OF
 PE0145'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 PE0145
 PE0145                          STATION RECOVERY (1988)
 PE0145
 PE0145'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE0145'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0218 ***********************************************************************
 QG0218  DESIGNATION -  J 78
 QG0218  PID         -  QG0218
 QG0218  STATE/COUNTY-  ME/PENOBSCOT
 QG0218  USGS QUAD   -  BOWERS MOUNTAIN (1988)
 QG0218
 QG0218                         *CURRENT SURVEY CONTROL
 QG0218  ___________________________________________________________________
 QG0218* NAD 83(1986)-  45 24 09.     (N)    068 06 05.     (W)     SCALED    
 QG0218* NAVD 88     -       183.940  (meters)     603.48   (feet)  ADJUSTED  
 QG0218  ___________________________________________________________________
 QG0218  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 QG0218  DYNAMIC HT  -         183.938 (meters)     603.47  (feet)  COMP
 QG0218  MODELED GRAV-     980,603.0   (mgal)                       NAVD 88
 QG0218
 QG0218  VERT ORDER  -  SECOND    CLASS 0
 QG0218
 QG0218.The horizontal coordinates were scaled from a topographic map and have
 QG0218.an estimated accuracy of +/- 6 seconds.
 QG0218
 QG0218.The orthometric height was determined by differential leveling
 QG0218.and adjusted by the National Geodetic Survey in June 1991..
 QG0218
 QG0218.The geoid height was determined by GEOID03.
 QG0218
 QG0218.The dynamic height is computed by dividing the NAVD 88
 QG0218.geopotential number by the normal gravity value computed on the
 QG0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0218.degrees latitude (g = 980.6199 gals.).
 QG0218
 QG0218.The modeled gravity was interpolated from observed gravity values.
 QG0218
 QG0218;                    North         East    Units  Estimated Accuracy
 QG0218;SPC ME E     -   192,950.      331,210.      MT  (+/- 180 meters Scaled)
 QG0218
 QG0218                          SUPERSEDED SURVEY CONTROL
 QG0218
 QG0218  NGVD 29 (??/??/92)  184.137  (m)          604.12   (f) ADJ UNCH    2 0
 QG0218
 QG0218.Superseded values are not recommended for survey control.
 QG0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0218.See file dsdata.txt to determine how the superseded data were derived.
 QG0218
 QG0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL703280(NAD 83)
 QG0218_MARKER: DB = BENCH MARK DISK
 QG0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0218_STAMPING: J 78 1935
 QG0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0218+STABILITY: SURFACE MOTION
 QG0218
 QG0218  HISTORY     - Date     Condition        Report By
 QG0218  HISTORY     - 1935     MONUMENTED       CGS
 QG0218  HISTORY     - 1942     GOOD             NGS
 QG0218  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QG0218
 QG0218                          STATION DESCRIPTION
 QG0218
 QG0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QG0218'1.5 MI E FROM SPRINGFIELD.
 QG0218'1.5 MILES EAST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE AT
 QG0218'SPRINGFIELD, PENOBSCOT COUNTY, ACROSS THE HIGHWAY FROM A
 QG0218'CARROLL-SPRINGFIELD TOWN-LINE MARKER, 30 FEET SOUTH OF THE CENTER
 QG0218'LINE OF THE HIGHWAY, 3 FEET SOUTH OF POWER-TRANSMISSION LINE POLE
 QG0218'741, 3 FEET WEST OF A WHITE WOODEN WITNESS POST, AND ABOUT 1
 QG0218'FOOT HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED J 78 1935
 QG0218'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 QG0218'GROUND.
 QG0218
 QG0218                          STATION RECOVERY (1942)
 QG0218
 QG0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 QG0218'RECOVERED IN GOOD CONDITION.
 QG0218
 QG0218                          STATION RECOVERY (1985)
 QG0218
 QG0218'RECOVERY NOTE BY US POWER SQUADRON 1985 (WRM)
 QG0218'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0439 ***********************************************************************
 PE0439  DESIGNATION -  J 8
 PE0439  PID         -  PE0439
 PE0439  STATE/COUNTY-  ME/HANCOCK
 PE0439  USGS QUAD   -  BRANCH LAKE (1981)
 PE0439
 PE0439                         *CURRENT SURVEY CONTROL
 PE0439  ___________________________________________________________________
 PE0439* NAD 83(1986)-  44 37 18.     (N)    068 30 51.     (W)     SCALED    
 PE0439* NAVD 88     -        83.033  (meters)     272.42   (feet)  ADJUSTED  
 PE0439  ___________________________________________________________________
 PE0439  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 PE0439  DYNAMIC HT  -          83.025 (meters)     272.39  (feet)  COMP
 PE0439  MODELED GRAV-     980,528.6   (mgal)                       NAVD 88
 PE0439  OBS GRAVITY -     980,533.2   (mgal)                       GRAV_OBS
 PE0439
 PE0439  VERT ORDER  -  FIRST     CLASS I
 PE0439
 PE0439.The horizontal coordinates were scaled from a topographic map and have
 PE0439.an estimated accuracy of +/- 6 seconds.
 PE0439
 PE0439.The orthometric height was determined by differential leveling
 PE0439.and adjusted by the National Geodetic Survey in June 1991..
 PE0439.WARNING-Repeat measurements at this control monument indicate possible
 PE0439.vertical movement.
 PE0439
 PE0439.The geoid height was determined by GEOID03.
 PE0439
 PE0439.The dynamic height is computed by dividing the NAVD 88
 PE0439.geopotential number by the normal gravity value computed on the
 PE0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0439.degrees latitude (g = 980.6199 gals.).
 PE0439
 PE0439.The modeled gravity was interpolated from observed gravity values.
 PE0439.The observed gravity was obtained from relative gravimeter ties
 PE0439.to the IGSN71 gravity network.
 PE0439
 PE0439;                    North         East    Units  Estimated Accuracy
 PE0439;SPC ME E     -   106,100.      298,880.      MT  (+/- 180 meters Scaled)
 PE0439
 PE0439                          SUPERSEDED SURVEY CONTROL
 PE0439
 PE0439  NGVD 29 (??/??/92)   83.220  (m)          273.03   (f) ADJ UNCH    1 1
 PE0439
 PE0439.Superseded values are not recommended for survey control.
 PE0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0439.See file dsdata.txt to determine how the superseded data were derived.
 PE0439
 PE0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK385410(NAD 83)
 PE0439_MARKER: DB = BENCH MARK DISK
 PE0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0439_STAMPING: J 8 1927 272.746
 PE0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0439+STABILITY: SURFACE MOTION
 PE0439
 PE0439  HISTORY     - Date     Condition        Report By
 PE0439  HISTORY     - 1927     MONUMENTED       CGS
 PE0439  HISTORY     - 1966     GOOD             NGS
 PE0439  HISTORY     - 1978     GOOD             DMA
 PE0439  HISTORY     - 1987     GOOD             USPSQD
 PE0439
 PE0439                          STATION DESCRIPTION
 PE0439
 PE0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0439'4.2 MI SE FROM GREEN LAKE.
 PE0439'4.2 MILES SOUTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE0439'BLACK TOPPED ROAD CROSSING AT GREEN LAKE, ABOUT 0.5 MILE SOUTH
 PE0439'OF MILEPOST P158/C112, 7 FEET SOUTHEAST OF THE CENTER OF THE
 PE0439'CROSSING OF A GRAVELED ROAD, 72 FEET SOUTH OF THE CENTER LINE
 PE0439'OF THE ROAD, 11.8 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK,
 PE0439'24 FEET SOUTH OF THE EAST END OF A PIPE CULVERT UNDER THE
 PE0439'TRACK, 6 FEET WEST OF THE NORTH LEG OF A SIGN READING NICOLIN,
 PE0439'1.3 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE TRACK,
 PE0439'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 PE0439'NOTE-- THE ORIGINAL REPORT SHOWS THIS MARK PROJECTING 0.3 FOOT.
 PE0439
 PE0439                          STATION RECOVERY (1978)
 PE0439
 PE0439'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PE0439'RECOVERED IN GOOD CONDITION.
 PE0439
 PE0439                          STATION RECOVERY (1987)
 PE0439
 PE0439'RECOVERY NOTE BY US POWER SQUADRON 1987 (ELG)
 PE0439'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0548 ***********************************************************************
 QG0548  DESIGNATION -  J 80
 QG0548  PID         -  QG0548
 QG0548  STATE/COUNTY-  ME/PISCATAQUIS
 QG0548  USGS QUAD   -  NORCROSS (1988)
 QG0548
 QG0548                         *CURRENT SURVEY CONTROL
 QG0548  ___________________________________________________________________
 QG0548* NAD 83(1986)-  45 43 37.     (N)    068 50 16.     (W)     SCALED    
 QG0548* NAVD 88     -       152.292  (meters)     499.64   (feet)  ADJUSTED  
 QG0548  ___________________________________________________________________
 QG0548  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 QG0548  DYNAMIC HT  -         152.295 (meters)     499.65  (feet)  COMP
 QG0548  MODELED GRAV-     980,633.9   (mgal)                       NAVD 88
 QG0548
 QG0548  VERT ORDER  -  SECOND    CLASS 0
 QG0548
 QG0548.The horizontal coordinates were scaled from a topographic map and have
 QG0548.an estimated accuracy of +/- 6 seconds.
 QG0548
 QG0548.The orthometric height was determined by differential leveling
 QG0548.and adjusted by the National Geodetic Survey in June 1991..
 QG0548
 QG0548.The geoid height was determined by GEOID03.
 QG0548
 QG0548.The dynamic height is computed by dividing the NAVD 88
 QG0548.geopotential number by the normal gravity value computed on the
 QG0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0548.degrees latitude (g = 980.6199 gals.).
 QG0548
 QG0548.The modeled gravity was interpolated from observed gravity values.
 QG0548
 QG0548;                    North         East    Units  Estimated Accuracy
 QG0548;SPC ME E     -   228,980.      273,710.      MT  (+/- 180 meters Scaled)
 QG0548
 QG0548                          SUPERSEDED SURVEY CONTROL
 QG0548
 QG0548  NGVD 29 (??/??/92)  152.457  (m)          500.19   (f) ADJ UNCH    2 0
 QG0548
 QG0548.Superseded values are not recommended for survey control.
 QG0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0548.See file dsdata.txt to determine how the superseded data were derived.
 QG0548
 QG0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL126637(NAD 83)
 QG0548_MARKER: DB = BENCH MARK DISK
 QG0548_SETTING: 80 = SET IN A BOULDER
 QG0548_SP_SET: BOULDER
 QG0548_STAMPING: J 80 1942
 QG0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0548+STABILITY: SURFACE MOTION
 QG0548
 QG0548  HISTORY     - Date     Condition        Report By
 QG0548  HISTORY     - 1942     MONUMENTED       CGS
 QG0548
 QG0548                          STATION DESCRIPTION
 QG0548
 QG0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0548'8 MI NW FROM MILLINOCKET.
 QG0548'IN PISCATAQUIS COUNTY, 8.0 MILES NORTHWEST ALONG THE BAXTER STATE
 QG0548'PARK ROAD FROM THE BANGOR AND AROOSTOOK RAILROAD STATION AT
 QG0548'MILLINOCKET, PENOBSCOT COUNTY, 0.1 MILE SOUTH OF THE MAIN ENTRANCE
 QG0548'TO THE MILLINOCKET LAKE CAMP GROUNDS, 175 FEET SOUTH OF THE
 QG0548'JUNCTION OF THE ROAD LEADING TO MILLINOCKET LAKE, 30 FEET
 QG0548'NORTHEAST OF THE CENTER OF THE JUNCTION OF A PRIVATE ROAD,
 QG0548'DIRECTLY ACROSS THE ROAD FROM A SMALL HOUSE, 12 FEET EAST OF THE
 QG0548'CENTER LINE OF THE ROAD, IN THE TOP OF A 6- BY 10-FOOT GRANITE
 QG0548'BOULDER, AND ABOUT 3 FEET HIGHER THAN THE ROAD.  A STANDARD DISK,
 QG0548'STAMPED J 80 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0677 ***********************************************************************
 QG0677  DESIGNATION -  J 81
 QG0677  PID         -  QG0677
 QG0677  STATE/COUNTY-  ME/PISCATAQUIS
 QG0677  USGS QUAD   -  DOUBLETOP MTN (1988)
 QG0677
 QG0677                         *CURRENT SURVEY CONTROL
 QG0677  ___________________________________________________________________
 QG0677* NAD 83(1986)-  45 57 07.     (N)    069 03 01.     (W)     SCALED    
 QG0677* NAVD 88     -       369.909  (meters)    1213.61   (feet)  ADJUSTED  
 QG0677  ___________________________________________________________________
 QG0677  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 QG0677  DYNAMIC HT  -         369.910 (meters)    1213.61  (feet)  COMP
 QG0677  MODELED GRAV-     980,605.7   (mgal)                       NAVD 88
 QG0677
 QG0677  VERT ORDER  -  SECOND    CLASS 0
 QG0677
 QG0677.The horizontal coordinates were scaled from a topographic map and have
 QG0677.an estimated accuracy of +/- 6 seconds.
 QG0677
 QG0677.The orthometric height was determined by differential leveling
 QG0677.and adjusted by the National Geodetic Survey in June 1991..
 QG0677
 QG0677.The geoid height was determined by GEOID03.
 QG0677
 QG0677.The dynamic height is computed by dividing the NAVD 88
 QG0677.geopotential number by the normal gravity value computed on the
 QG0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0677.degrees latitude (g = 980.6199 gals.).
 QG0677
 QG0677.The modeled gravity was interpolated from observed gravity values.
 QG0677
 QG0677;                    North         East    Units  Estimated Accuracy
 QG0677;SPC ME E     -   254,080.      257,340.      MT  (+/- 180 meters Scaled)
 QG0677
 QG0677                          SUPERSEDED SURVEY CONTROL
 QG0677
 QG0677  NGVD 29 (??/??/92)  370.063  (m)         1214.12   (f) ADJ UNCH    2 0
 QG0677
 QG0677.Superseded values are not recommended for survey control.
 QG0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0677.See file dsdata.txt to determine how the superseded data were derived.
 QG0677
 QG0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL961887(NAD 83)
 QG0677_MARKER: DB = BENCH MARK DISK
 QG0677_SETTING: 80 = SET IN A BOULDER
 QG0677_SP_SET: BOULDER
 QG0677_STAMPING: J 81 1942
 QG0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0677+STABILITY: SURFACE MOTION
 QG0677
 QG0677  HISTORY     - Date     Condition        Report By
 QG0677  HISTORY     - 1942     MONUMENTED       CGS
 QG0677
 QG0677                          STATION DESCRIPTION
 QG0677
 QG0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0677'30.9 MI NW FROM MILLINOCKET.
 QG0677'IN PISCATAQUIS COUNTY, 30.9 MILES NORTHWEST OF MILLINOCKET,
 QG0677'PENOBSCOT COUNTY.  THIS BENCH MARK MAY BE REACHED FROM THE BANGOR
 QG0677'AND AROOSTOOK RAILROAD STATION BY GOING 24.2 MILES NORTHWEST ALONG
 QG0677'THE BAXTER STATE PARK ROAD TO THE KATAHDIN STREAM RANGER STATION,
 QG0677'THENCE 6.7 MILES NORTHWEST PAST THE RANGER STATION.  IT IS AT THE
 QG0677'GREAT NORTHERN PAPER CO. LUMBER CAMP, 200 FEET SOUTH OF THE
 QG0677'BUNKHOUSE, 110 FEET SOUTHEAST OF THE HORSE BARN, 24 FEET EAST OF
 QG0677'THE CENTER LINE OF THE ROAD, IN THE TOP OF THE WEST EDGE OF A
 QG0677'5- BY 7-FOOT WHITE BOULDER, ABOUT 2 FEET HIGHER THAN THE ROAD, AND
 QG0677'1.5 FEET BELOW THE TOP OF THE BOULDER.  A STANDARD DISK, STAMPED
 QG0677'J 81 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0053 ***********************************************************************
 QG0053  DESIGNATION -  J 82
 QG0053  PID         -  QG0053
 QG0053  STATE/COUNTY-  ME/PENOBSCOT
 QG0053  USGS QUAD   -  KINGMAN (1988)
 QG0053
 QG0053                         *CURRENT SURVEY CONTROL
 QG0053  ___________________________________________________________________
 QG0053* NAD 83(1986)-  45 32 57.     (N)    068 11 26.     (W)     SCALED    
 QG0053* NAVD 88     -       106.985  (meters)     351.00   (feet)  ADJUSTED  
 QG0053  ___________________________________________________________________
 QG0053  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 QG0053  DYNAMIC HT  -         106.986 (meters)     351.00  (feet)  COMP
 QG0053  MODELED GRAV-     980,627.1   (mgal)                       NAVD 88
 QG0053
 QG0053  VERT ORDER  -  SECOND    CLASS 0
 QG0053
 QG0053.The horizontal coordinates were scaled from a topographic map and have
 QG0053.an estimated accuracy of +/- 6 seconds.
 QG0053
 QG0053.The orthometric height was determined by differential leveling
 QG0053.and adjusted by the National Geodetic Survey in June 1991..
 QG0053
 QG0053.The geoid height was determined by GEOID03.
 QG0053
 QG0053.The dynamic height is computed by dividing the NAVD 88
 QG0053.geopotential number by the normal gravity value computed on the
 QG0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0053.degrees latitude (g = 980.6199 gals.).
 QG0053
 QG0053.The modeled gravity was interpolated from observed gravity values.
 QG0053
 QG0053;                    North         East    Units  Estimated Accuracy
 QG0053;SPC ME E     -   209,220.      324,160.      MT  (+/- 180 meters Scaled)
 QG0053
 QG0053                          SUPERSEDED SURVEY CONTROL
 QG0053
 QG0053  NGVD 29 (??/??/92)  107.163  (m)          351.58   (f) ADJ UNCH    2 0
 QG0053
 QG0053.Superseded values are not recommended for survey control.
 QG0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0053.See file dsdata.txt to determine how the superseded data were derived.
 QG0053
 QG0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL631442(NAD 83)
 QG0053_MARKER: DB = BENCH MARK DISK
 QG0053_SETTING: 80 = SET IN A BOULDER
 QG0053_SP_SET: BOULDER
 QG0053_STAMPING: J 82 1942
 QG0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0053+STABILITY: SURFACE MOTION
 QG0053
 QG0053  HISTORY     - Date     Condition        Report By
 QG0053  HISTORY     - 1942     MONUMENTED       CGS
 QG0053  HISTORY     - 1975     GOOD             MEDT
 QG0053
 QG0053                          STATION DESCRIPTION
 QG0053
 QG0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0053'0.5 MI E FROM KINGMAN.
 QG0053'0.5 MILE EAST ALONG STATE HIGHWAY 170 FROM THE MAINE CENTRAL
 QG0053'RAILROAD STATION AT KINGMAN, PENOBSCOT COUNTY, AT THE CROSSING
 QG0053'OF THE M.C.R.R., 72 FEET SOUTH OF THE CENTER LINE OF THE TRACK,
 QG0053'53 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 170, 33 FEET
 QG0053'SOUTHWEST OF A LARGE POWER-TRANSMISSION LINE POLE, IN THE TOP OF
 QG0053'A 3-1/2-FOOT BOULDER PROJECTING 1 FOOT ABOVE THE GROUND, AND
 QG0053'ABOUT 3 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 QG0053'J 82 1942.
 QG0053
 QG0053                          STATION RECOVERY (1975)
 QG0053
 QG0053'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 QG0053'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0369 ***********************************************************************
 QG0369  DESIGNATION -  J 84
 QG0369  PID         -  QG0369
 QG0369  STATE/COUNTY-  ME/PENOBSCOT
 QG0369  USGS QUAD   -  GREENBUSH (1988)
 QG0369
 QG0369                         *CURRENT SURVEY CONTROL
 QG0369  ___________________________________________________________________
 QG0369* NAD 83(1986)-  45 00 04.     (N)    068 42 49.     (W)     SCALED    
 QG0369* NAVD 88     -        44.824  (meters)     147.06   (feet)  ADJUSTED  
 QG0369  ___________________________________________________________________
 QG0369  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 QG0369  DYNAMIC HT  -          44.823 (meters)     147.06  (feet)  COMP
 QG0369  MODELED GRAV-     980,602.8   (mgal)                       NAVD 88
 QG0369
 QG0369  VERT ORDER  -  SECOND    CLASS 0
 QG0369
 QG0369.The horizontal coordinates were scaled from a topographic map and have
 QG0369.an estimated accuracy of +/- 6 seconds.
 QG0369
 QG0369.The orthometric height was determined by differential leveling
 QG0369.and adjusted by the National Geodetic Survey in June 1991..
 QG0369
 QG0369.The geoid height was determined by GEOID03.
 QG0369
 QG0369.The dynamic height is computed by dividing the NAVD 88
 QG0369.geopotential number by the normal gravity value computed on the
 QG0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0369.degrees latitude (g = 980.6199 gals.).
 QG0369
 QG0369.The modeled gravity was interpolated from observed gravity values.
 QG0369
 QG0369;                    North         East    Units  Estimated Accuracy
 QG0369;SPC ME E     -   148,290.      283,160.      MT  (+/- 180 meters Scaled)
 QG0369
 QG0369                          SUPERSEDED SURVEY CONTROL
 QG0369
 QG0369  NGVD 29 (??/??/92)   45.018  (m)          147.70   (f) ADJ UNCH    2 0
 QG0369
 QG0369.Superseded values are not recommended for survey control.
 QG0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0369.See file dsdata.txt to determine how the superseded data were derived.
 QG0369
 QG0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK225831(NAD 83)
 QG0369_MARKER: DB = BENCH MARK DISK
 QG0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0369_STAMPING: J 84 1942
 QG0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0369+STABILITY: SURFACE MOTION
 QG0369
 QG0369  HISTORY     - Date     Condition        Report By
 QG0369  HISTORY     - 1942     MONUMENTED       CGS
 QG0369  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 QG0369
 QG0369                          STATION DESCRIPTION
 QG0369
 QG0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0369'3 MI W FROM OLD TOWN.
 QG0369'3 MILES WEST ALONG STATE HIGHWAY 43 FROM THE INTERSECTION OF
 QG0369'U.S. HIGHWAY 2 AT OLD TOWN, PENOBSCOT COUNTY, THENCE ABOUT 3.8
 QG0369'MILES NORTH ALONG STATE HIGHWAY 155, AT THE SOUTH END OF A CUT
 QG0369'THROUGH A SMALL GRAVEL HILL, 36 FEET NORTH OF THE NORTH END OF
 QG0369'A GUARD RAIL WEST OF THE HIGHWAY, 25 FEET WEST OF THE CENTER LINE
 QG0369'OF THE HIGHWAY, 3 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND
 QG0369'ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED J 84 1942
 QG0369'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT
 QG0369'ABOVE GROUND.
 QG0369
 QG0369                          STATION RECOVERY (1986)
 QG0369
 QG0369'RECOVERY NOTE BY US POWER SQUADRON 1986 (VRP)
 QG0369'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0651 ***********************************************************************
 QG0651  DESIGNATION -  J 86
 QG0651  PID         -  QG0651
 QG0651  STATE/COUNTY-  ME/PISCATAQUIS
 QG0651  USGS QUAD   -  CARIBOU LAKE SOUTH (1988)
 QG0651
 QG0651                         *CURRENT SURVEY CONTROL
 QG0651  ___________________________________________________________________
 QG0651* NAD 83(1986)-  45 48 38.     (N)    069 16 50.     (W)     SCALED    
 QG0651* NAVD 88     -       327.484  (meters)    1074.42   (feet)  ADJUSTED  
 QG0651  ___________________________________________________________________
 QG0651  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 QG0651  DYNAMIC HT  -         327.488 (meters)    1074.43  (feet)  COMP
 QG0651  MODELED GRAV-     980,618.9   (mgal)                       NAVD 88
 QG0651
 QG0651  VERT ORDER  -  SECOND    CLASS 0
 QG0651
 QG0651.The horizontal coordinates were scaled from a topographic map and have
 QG0651.an estimated accuracy of +/- 6 seconds.
 QG0651
 QG0651.The orthometric height was determined by differential leveling
 QG0651.and adjusted by the National Geodetic Survey in June 1991..
 QG0651
 QG0651.The geoid height was determined by GEOID03.
 QG0651
 QG0651.The dynamic height is computed by dividing the NAVD 88
 QG0651.geopotential number by the normal gravity value computed on the
 QG0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0651.degrees latitude (g = 980.6199 gals.).
 QG0651
 QG0651.The modeled gravity was interpolated from observed gravity values.
 QG0651
 QG0651;                    North         East    Units  Estimated Accuracy
 QG0651;SPC ME E     -   238,520.      239,340.      MT  (+/- 180 meters Scaled)
 QG0651
 QG0651                          SUPERSEDED SURVEY CONTROL
 QG0651
 QG0651  NGVD 29 (??/??/92)  327.640  (m)         1074.93   (f) ADJ UNCH    2 0
 QG0651
 QG0651.Superseded values are not recommended for survey control.
 QG0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0651.See file dsdata.txt to determine how the superseded data were derived.
 QG0651
 QG0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL782730(NAD 83)
 QG0651_MARKER: DB = BENCH MARK DISK
 QG0651_SETTING: 80 = SET IN A BOULDER
 QG0651_SP_SET: BOULDER
 QG0651_STAMPING: J 86 1942
 QG0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0651+STABILITY: SURFACE MOTION
 QG0651
 QG0651  HISTORY     - Date     Condition        Report By
 QG0651  HISTORY     - 1942     MONUMENTED       CGS
 QG0651
 QG0651                          STATION DESCRIPTION
 QG0651
 QG0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0651'13.7 MI N FROM KOKADJO.
 QG0651'13.7 MILES NORTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 QG0651'KOKADJO, PISCATAQUIS COUNTY, 180 FEET SOUTH OF THE TOP OF A SMALL
 QG0651'HILL, 12 FEET SOUTH OF A LARGE PILE OF WHITE ROCKS, 21 FEET EAST
 QG0651'OF THE CENTER LINE OF THE ROAD, IN THE TOP OF A 3- BY 5-FOOT
 QG0651'BOULDER PROJECTING 0.5 FOOT ABOVE THE GROUND, AND LEVEL WITH THE
 QG0651'ROAD.  A STANDARD DISK, STAMPED J 86 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0825 ***********************************************************************
 QG0825  DESIGNATION -  J 87
 QG0825  PID         -  QG0825
 QG0825  STATE/COUNTY-  ME/SOMERSET
 QG0825  USGS QUAD   -  MAHONEY HILL (1989)
 QG0825
 QG0825                         *CURRENT SURVEY CONTROL
 QG0825  ___________________________________________________________________
 QG0825* NAD 83(1986)-  45 02 47.     (N)    069 52 23.     (W)     SCALED    
 QG0825* NAVD 88     -       104.258  (meters)     342.05   (feet)  ADJUSTED  
 QG0825  ___________________________________________________________________
 QG0825  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 QG0825  DYNAMIC HT  -         104.252 (meters)     342.03  (feet)  COMP
 QG0825  MODELED GRAV-     980,558.4   (mgal)                       NAVD 88
 QG0825
 QG0825  VERT ORDER  -  SECOND    CLASS 0
 QG0825
 QG0825.The horizontal coordinates were scaled from a topographic map and have
 QG0825.an estimated accuracy of +/- 6 seconds.
 QG0825
 QG0825.The orthometric height was determined by differential leveling
 QG0825.and adjusted by the National Geodetic Survey in June 1991..
 QG0825
 QG0825.The geoid height was determined by GEOID03.
 QG0825
 QG0825.The dynamic height is computed by dividing the NAVD 88
 QG0825.geopotential number by the normal gravity value computed on the
 QG0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0825.degrees latitude (g = 980.6199 gals.).
 QG0825
 QG0825.The modeled gravity was interpolated from observed gravity values.
 QG0825
 QG0825;                    North         East    Units  Estimated Accuracy
 QG0825;SPC ME W     -   245,930.      923,130.      MT  (+/- 180 meters Scaled)
 QG0825
 QG0825                          SUPERSEDED SURVEY CONTROL
 QG0825
 QG0825  NGVD 29 (??/??/92)  104.420  (m)          342.58   (f) ADJ UNCH    2 0
 QG0825
 QG0825.Superseded values are not recommended for survey control.
 QG0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0825.See file dsdata.txt to determine how the superseded data were derived.
 QG0825
 QG0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK312884(NAD 83)
 QG0825_MARKER: DB = BENCH MARK DISK
 QG0825_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QG0825_SP_SET: CULVERT
 QG0825_STAMPING: J 87
 QG0825_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG0825
 QG0825  HISTORY     - Date     Condition        Report By
 QG0825  HISTORY     - UNK      MONUMENTED       CGS
 QG0825  HISTORY     - 1942     GOOD             NGS
 QG0825  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 QG0825
 QG0825                          STATION DESCRIPTION
 QG0825
 QG0825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 QG0825'1 MI SE FROM BINGHAM.
 QG0825'1.0 MILE SOUTHEAST ALONG U.S. HIGHWAY 201 FROM THE POST OFFICE
 QG0825'AT BINGHAM, SOMERSET COUNTY, ABOUT 400 FEET NORTHWEST OF THE
 QG0825'MAPLEWOOD SPRING CAMP OFFICE, AT AN 8- BY 8-FOOT CONCRETE
 QG0825'CULVERT, IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST HEAD
 QG0825'WALL, 27 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 QG0825'AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK,
 QG0825'STAMPED J 87.
 QG0825
 QG0825                          STATION RECOVERY (1986)
 QG0825
 QG0825'RECOVERY NOTE BY US POWER SQUADRON 1986 (WRM)
 QG0825'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0373 ***********************************************************************
 PD0373  DESIGNATION -  J 88
 PD0373  PID         -  PD0373
 PD0373  STATE/COUNTY-  ME/WASHINGTON
 PD0373  USGS QUAD   -  SCHOODIC LAKE (1984)
 PD0373
 PD0373                         *CURRENT SURVEY CONTROL
 PD0373  ___________________________________________________________________
 PD0373* NAD 83(1986)-  44 39 02.     (N)    067 57 02.     (W)     SCALED    
 PD0373* NAVD 88     -        35.120  (meters)     115.22   (feet)  ADJUSTED  
 PD0373  ___________________________________________________________________
 PD0373  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 PD0373  DYNAMIC HT  -          35.118 (meters)     115.22  (feet)  COMP
 PD0373  MODELED GRAV-     980,574.9   (mgal)                       NAVD 88
 PD0373
 PD0373  VERT ORDER  -  SECOND    CLASS 0
 PD0373
 PD0373.The horizontal coordinates were scaled from a topographic map and have
 PD0373.an estimated accuracy of +/- 6 seconds.
 PD0373
 PD0373.The orthometric height was determined by differential leveling
 PD0373.and adjusted by the National Geodetic Survey in June 1991..
 PD0373
 PD0373.The geoid height was determined by GEOID03.
 PD0373
 PD0373.The dynamic height is computed by dividing the NAVD 88
 PD0373.geopotential number by the normal gravity value computed on the
 PD0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0373.degrees latitude (g = 980.6199 gals.).
 PD0373
 PD0373.The modeled gravity was interpolated from observed gravity values.
 PD0373
 PD0373;                    North         East    Units  Estimated Accuracy
 PD0373;SPC ME E     -   109,460.      343,580.      MT  (+/- 180 meters Scaled)
 PD0373
 PD0373                          SUPERSEDED SURVEY CONTROL
 PD0373
 PD0373  NGVD 29 (??/??/92)   35.297  (m)          115.80   (f) ADJ UNCH    2 0
 PD0373
 PD0373.Superseded values are not recommended for survey control.
 PD0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0373.See file dsdata.txt to determine how the superseded data were derived.
 PD0373
 PD0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK832446(NAD 83)
 PD0373_MARKER: DD = SURVEY DISK
 PD0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PD0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PD0373_STAMPING: J 88 1942
 PD0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0373+STABILITY: SURFACE MOTION
 PD0373
 PD0373  HISTORY     - Date     Condition        Report By
 PD0373  HISTORY     - 1942     MONUMENTED       CGS
 PD0373  HISTORY     - 1964     GOOD             NGS
 PD0373
 PD0373                          STATION DESCRIPTION
 PD0373
 PD0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 PD0373'3.3 MI N FROM CHERRYFIELD.
 PD0373'SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 6 INCHES, 0.2
 PD0373'MILE SOUTH OF A CURVE, 0.1 MILE NORTH OF A SMALL GALVANIZED IRON
 PD0373'PIPE CULVERT, 36 FEET WEST OF THE CENTER OF THE HIGHWAY IN AN
 PD0373'OPEN FIELD ABOUT 1 FOOT HIGHER THAN THE ROAD.  REACHED FROM THE
 PD0373'INTERSECTION OF U.S. HIGHWAY 1 AND STATE HIGHWAY 193 BY GOING
 PD0373'NORTH ON 193 FOR 4.5 MILES TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0357 ***********************************************************************
 QG0357  DESIGNATION -  J 89
 QG0357  PID         -  QG0357
 QG0357  STATE/COUNTY-  ME/PENOBSCOT
 QG0357  USGS QUAD   -  SOUTH LAGRANGE (1983)
 QG0357
 QG0357                         *CURRENT SURVEY CONTROL
 QG0357  ___________________________________________________________________
 QG0357* NAD 83(1986)-  45 06 31.     (N)    068 49 03.     (W)     SCALED    
 QG0357* NAVD 88     -        51.360  (meters)     168.50   (feet)  ADJUSTED  
 QG0357  ___________________________________________________________________
 QG0357  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 QG0357  DYNAMIC HT  -          51.360 (meters)     168.50  (feet)  COMP
 QG0357  MODELED GRAV-     980,609.4   (mgal)                       NAVD 88
 QG0357
 QG0357  VERT ORDER  -  FIRST     CLASS II
 QG0357
 QG0357.The horizontal coordinates were scaled from a topographic map and have
 QG0357.an estimated accuracy of +/- 6 seconds.
 QG0357
 QG0357.The orthometric height was determined by differential leveling
 QG0357.and adjusted by the National Geodetic Survey in June 1991..
 QG0357.WARNING-Repeat measurements at this control monument indicate possible
 QG0357.vertical movement.
 QG0357
 QG0357.The geoid height was determined by GEOID03.
 QG0357
 QG0357.The dynamic height is computed by dividing the NAVD 88
 QG0357.geopotential number by the normal gravity value computed on the
 QG0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0357.degrees latitude (g = 980.6199 gals.).
 QG0357
 QG0357.The modeled gravity was interpolated from observed gravity values.
 QG0357
 QG0357;                    North         East    Units  Estimated Accuracy
 QG0357;SPC ME E     -   160,260.      275,020.      MT  (+/- 180 meters Scaled)
 QG0357
 QG0357                          SUPERSEDED SURVEY CONTROL
 QG0357
 QG0357  NGVD 29 (??/??/92)   51.540  (m)          169.09   (f) ADJ UNCH    1 2
 QG0357
 QG0357.Superseded values are not recommended for survey control.
 QG0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0357.See file dsdata.txt to determine how the superseded data were derived.
 QG0357
 QG0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK143950(NAD 83)
 QG0357_MARKER: DB = BENCH MARK DISK
 QG0357_SETTING: 80 = SET IN A BOULDER
 QG0357_SP_SET: BOULDER
 QG0357_STAMPING: J 89 1942
 QG0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0357+STABILITY: SURFACE MOTION
 QG0357
 QG0357  HISTORY     - Date     Condition        Report By
 QG0357  HISTORY     - 1942     MONUMENTED       CGS
 QG0357  HISTORY     - 1953     GOOD             NGS
 QG0357  HISTORY     - 1988     GOOD             USPSQD
 QG0357
 QG0357                          STATION DESCRIPTION
 QG0357
 QG0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 QG0357'0.6 MI SW FROM SOUTH LAGRANGE.
 QG0357'0.6 MILE SOUTHWEST ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 QG0357'THE STATION AT SOUTH LAGRANGE, ABOUT 0.1 MILE NORTHEAST OF A GRAVEL
 QG0357'ROAD CROSSING, ABOUT 9 RAILS NORTHEAST OF THE SOUTHWEST END OF
 QG0357'SWITCH YARDS, IN THE TOP OF A ROUNDED BOULDER ABOUT 4 FEET IN
 QG0357'DIAMETER AND ABOUT 2 1/2 FEET HIGH, 44 FEET SOUTHEAST OF SOUTHEAST
 QG0357'RAIL OF SOUTHEAST TRACK, 30 FEET SOUTH OF THE FIFTH TELEPHONE
 QG0357'POLE NORTHEAST OF ROAD CROSSING, 27 FEET EAST OF SECTION MARKER
 QG0357'POST FOR SECTIONS 109 AND 110, AND ABOUT 5 FEET BELOW LEVEL OF TRACK.
 QG0357
 QG0357                          STATION RECOVERY (1988)
 QG0357
 QG0357'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 QG0357'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0021 ***********************************************************************
 PE0021  DESIGNATION -  J 90
 PE0021  PID         -  PE0021
 PE0021  STATE/COUNTY-  ME/HANCOCK
 PE0021  USGS QUAD   -  ELLSWORTH (1981)
 PE0021
 PE0021                         *CURRENT SURVEY CONTROL
 PE0021  ___________________________________________________________________
 PE0021* NAD 83(1986)-  44 33 27.     (N)    068 25 52.     (W)     SCALED    
 PE0021* NAVD 88     -        38.502  (meters)     126.32   (feet)  ADJUSTED  
 PE0021  ___________________________________________________________________
 PE0021  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 PE0021  DYNAMIC HT  -          38.500 (meters)     126.31  (feet)  COMP
 PE0021  MODELED GRAV-     980,563.9   (mgal)                       NAVD 88
 PE0021
 PE0021  VERT ORDER  -  FIRST     CLASS I
 PE0021
 PE0021.The horizontal coordinates were scaled from a topographic map and have
 PE0021.an estimated accuracy of +/- 6 seconds.
 PE0021
 PE0021.The orthometric height was determined by differential leveling
 PE0021.and adjusted by the National Geodetic Survey in June 1991..
 PE0021.WARNING-Repeat measurements at this control monument indicate possible
 PE0021.vertical movement.
 PE0021
 PE0021.The geoid height was determined by GEOID03.
 PE0021
 PE0021.The dynamic height is computed by dividing the NAVD 88
 PE0021.geopotential number by the normal gravity value computed on the
 PE0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0021.degrees latitude (g = 980.6199 gals.).
 PE0021
 PE0021.The modeled gravity was interpolated from observed gravity values.
 PE0021
 PE0021;                    North         East    Units  Estimated Accuracy
 PE0021;SPC ME E     -    98,980.      305,470.      MT  (+/- 180 meters Scaled)
 PE0021
 PE0021                          SUPERSEDED SURVEY CONTROL
 PE0021
 PE0021  NGVD 29 (??/??/92)   38.689  (m)          126.93   (f) ADJ UNCH    1 1
 PE0021
 PE0021.Superseded values are not recommended for survey control.
 PE0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0021.See file dsdata.txt to determine how the superseded data were derived.
 PE0021
 PE0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK451339(NAD 83)
 PE0021_MARKER: DB = BENCH MARK DISK
 PE0021_SETTING: 66 = SET IN ROCK OUTCROP
 PE0021_SP_SET: ROCK LEDGE
 PE0021_STAMPING: J 90 1942
 PE0021_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0021+STABILITY: POSITION/ELEVATION WELL
 PE0021
 PE0021  HISTORY     - Date     Condition        Report By
 PE0021  HISTORY     - 1942     MONUMENTED       CGS
 PE0021  HISTORY     - 1966     GOOD             NGS
 PE0021  HISTORY     - 1978     GOOD             DMA
 PE0021  HISTORY     - 1988     GOOD             USPSQD
 PE0021
 PE0021                          STATION DESCRIPTION
 PE0021
 PE0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0021'0.3 MI SE FROM ELLSWORTH FALLS.
 PE0021'ABOUT 0.3 MILE SOUTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM
 PE0021'THE CROSSING OF STATE HIGHWAY 179 AT ELLSWORTH FALLS, ABOUT 1.3
 PE0021'MILE NORTHWEST OF THE OLD BRICK STATION AT ELLSWORTH, ABOUT 0.2
 PE0021'MILE NORTHWEST OF MILEPOST P165/C105, 20 FEET NORTH OF THE
 PE0021'NORTHEAST END OF A 5-FOOT PIPE CULVERT, IN THE TOP OF A 6-FOOT
 PE0021'WIDE BY 3 1/2-FOOT HIGH ROCK LEDGE WHICH IS ON THE NORTHWEST
 PE0021'BANK OF A SMALL STREAM, 20.0 FEET NORTHEAST OF THE NORTHEAST
 PE0021'RAIL, 1 1/2 FEET NORTHWEST OF THE SOUTHEAST END OF THE ROCK,
 PE0021'AND ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK.
 PE0021
 PE0021                          STATION RECOVERY (1978)
 PE0021
 PE0021'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PE0021'RECOVERED IN GOOD CONDITION.
 PE0021
 PE0021                          STATION RECOVERY (1988)
 PE0021
 PE0021'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE0021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0072 ***********************************************************************
 PE0072  DESIGNATION -  J 91
 PE0072  PID         -  PE0072
 PE0072  STATE/COUNTY-  ME/HANCOCK
 PE0072  USGS QUAD   -  TUNK LAKE (1982)
 PE0072
 PE0072                         *CURRENT SURVEY CONTROL
 PE0072  ___________________________________________________________________
 PE0072* NAD 83(1996)-  44 32 57.00131(N)    068 06 43.00698(W)     ADJUSTED  
 PE0072* NAVD 88     -        60.477  (meters)     198.41   (feet)  ADJUSTED  
 PE0072  ___________________________________________________________________
 PE0072  X           -   1,697,296.388 (meters)                     COMP
 PE0072  Y           -  -4,224,702.507 (meters)                     COMP
 PE0072  Z           -   4,451,808.984 (meters)                     COMP
 PE0072  LAPLACE CORR-           4.04  (seconds)                    DEFLEC99
 PE0072  ELLIP HEIGHT-          36.42  (meters)          (01/15/02) GPS OBS
 PE0072  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 PE0072  DYNAMIC HT  -          60.472 (meters)     198.40  (feet)  COMP
 PE0072  MODELED GRAV-     980,545.5   (mgal)                       NAVD 88
 PE0072  OBS GRAVITY -     980,553.6   (mgal)                       GRAV_OBS
 PE0072
 PE0072  HORZ ORDER  -  FIRST
 PE0072  VERT ORDER  -  FIRST     CLASS I
 PE0072  ELLP ORDER  -  FOURTH    CLASS I
 PE0072
 PE0072.The horizontal coordinates were established by GPS observations
 PE0072.and adjusted by the National Geodetic Survey in March 1998..
 PE0072
 PE0072.The orthometric height was determined by differential leveling
 PE0072.and adjusted by the National Geodetic Survey in June 1991..
 PE0072
 PE0072.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PE0072
 PE0072.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE0072
 PE0072.The ellipsoidal height was determined by GPS observations
 PE0072.and is referenced to NAD 83.
 PE0072
 PE0072.The geoid height was determined by GEOID03.
 PE0072
 PE0072.The dynamic height is computed by dividing the NAVD 88
 PE0072.geopotential number by the normal gravity value computed on the
 PE0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0072.degrees latitude (g = 980.6199 gals.).
 PE0072
 PE0072.The modeled gravity was interpolated from observed gravity values.
 PE0072.The observed gravity was obtained from relative gravimeter ties
 PE0072.to the IGSN71 gravity network.
 PE0072
 PE0072;                    North         East     Units Scale Factor Converg.
 PE0072;SPC ME E     -    98,121.896   330,832.707   MT  0.99991169   +0 16 20.0
 PE0072;UTM  19      - 4,933,254.064   570,538.957   MT  0.99966119   +0 37 22.9
 PE0072
 PE0072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE0072!SPC ME E     -   0.99999429  x   0.99991169  =   0.99990598
 PE0072!UTM  19      -   0.99999429  x   0.99966119  =   0.99965548
 PE0072
 PE0072                          SUPERSEDED SURVEY CONTROL
 PE0072
 PE0072  ELLIP H (03/06/98)   36.39   (m)                       GP(       ) 4 1
 PE0072  NAD 83(1992)-  44 32 56.99885(N)    068 06 43.00543(W) AD(       ) 1
 PE0072  ELLIP H (01/28/95)   36.41   (m)                       GP(       ) 4 2
 PE0072  NAD 83(1986)-  44 32 57.00461(N)    068 06 43.01763(W) AD(       ) 1
 PE0072  NGVD 29 (??/??/92)   60.680  (m)          199.08   (f) ADJ UNCH    1 1
 PE0072
 PE0072.Superseded values are not recommended for survey control.
 PE0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0072.See file dsdata.txt to determine how the superseded data were derived.
 PE0072
 PE0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK7053933254(NAD 83)
 PE0072_MARKER: DB = BENCH MARK DISK
 PE0072_SETTING: 80 = SET IN A BOULDER
 PE0072_SP_SET: IN DRILL HOLE IN A BOULDER
 PE0072_STAMPING: J 91 1942
 PE0072_MARK LOGO: CGS   
 PE0072_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PE0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0072+STABILITY: SURFACE MOTION
 PE0072_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE0072+SATELLITE: SATELLITE OBSERVATIONS - January 23, 1989
 PE0072
 PE0072  HISTORY     - Date     Condition        Report By
 PE0072  HISTORY     - 1986     MONUMENTED       NGS
 PE0072  HISTORY     - 1966     GOOD             NGS
 PE0072  HISTORY     - 1978     GOOD             DMA
 PE0072  HISTORY     - 19881201 GOOD             NGS
 PE0072  HISTORY     - 19890123 GOOD
 PE0072
 PE0072                          STATION DESCRIPTION
 PE0072
 PE0072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (REP)
 PE0072'THE STATION IS LOCATED ABOUT 53.1 KM (33 MI)
 PE0072'WEST-SOUTHWEST OF THE TOWN OF MACHIAS,
 PE0072'24.1 KM (15 MI) EAST OF ELLSWORTH,
 PE0072'8.0 KM (5 MI) NORTHEAST OF SULLIVAN AND
 PE0072'6.8 KM (4.25 MI) NORTH-NORTHEAST OF EAST SULLIVAN.
 PE0072'OWNERSHIP--MAINE CENTRAL RAILROAD, ENGINEERING DEPARTMENT, PO BOX
 PE0072'9701, PORTLAND ME 04104, PHONE NO 207-773-5046.
 PE0072'
 PE0072'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE
 PE0072'HIGHWAY 183 IN EAST SULLIVAN, GO NORTHERLY ON STATE HIGHWAY 183 FOR
 PE0072'6.8 KM (4.25 MI) TO THE CROSSING OF THE MAINE
 PE0072'CENTRAL RAILROAD AND THE STATION ON THE RIGHT IN A BOULDER AND 1
 PE0072'METER (3 FT) ABOVE THE ROAD.
 PE0072'
 PE0072'THE STATION IS A STANDARD CGS DISK
 PE0072'STAMPED---J 91 1942---,
 PE0072'SET INTO THE TOP OF A BOULDER OF 2.1 METERS (7 FT) LARGEST
 PE0072'DIMENSION AND LOCATED
 PE0072'7.32 METERS (24.0 FT) NORTH FROM THE NORTH RAIL OF THE TRACKS,
 PE0072'6.25 METERS (20.5 FT) WEST FROM THE UTILITY POLE NUMBER
 PE0072'33-146 AND
 PE0072'6.1 METERS (20 FT) EAST-SOUTHEAST FROM THE CENTER OF THE HIGHWAY.
 PE0072'
 PE0072'SOUTHEAST MAINE SUBSIDENCE NETWORK, AUGUST 1986.
 PE0072'
 PE0072'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 PE0072'
 PE0072'DESCRIBED BY D.R. LOKKEN AND TYPED BY R.T. WOODRUFF.
 PE0072
 PE0072                          STATION RECOVERY (1966)
 PE0072
 PE0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 PE0072'AT TUNK LAKE.
 PE0072'AT TUNK LAKE, ALONG THE MAINE CENTRAL RAILROAD, ABOUT 0.2 MILE
 PE0072'EAST OF MILEPOST P185/C85, 34 FEET NORTHEAST OF THE CENTER OF
 PE0072'THE CROSSING OF STATE HIGHWAY 183, IN THE TOP OF A ROCK THAT
 PE0072'THE EXPOSES PORTION IS ABOUT 10-BY-12-FOOT AND PROJECTS ABOUT
 PE0072'3 FEET, 23.9 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK,
 PE0072'20 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT
 PE0072'ABOVE THE LEVEL OF THE TRACK.
 PE0072
 PE0072                          STATION RECOVERY (1978)
 PE0072
 PE0072'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PE0072'RECOVERED IN GOOD CONDITION.
 PE0072
 PE0072                          STATION RECOVERY (1988)
 PE0072
 PE0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 PE0072'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW AND COMPLETE
 PE0072'DESCRIPTION FOLLOWS.
 PE0072'THE STATION IS LOCATED ABOUT 53.1 KM (33.00 MI) WEST-SOUTHWEST OF THE
 PE0072'TOWN OF MACHIAS, 24.1 KM (15.00 MI) EAST OF ELLSWORTH, 8.0 KM
 PE0072'(4.95 MI) NORTHEAST OF SULLIVAN AND 6.8 KM (4.25 MI) NORTH-NORTHEAST
 PE0072'OF EAST SULLIVAN.  OWNERSHIP--DEPARTMENT OF TRANSPORTATION, STATION
 PE0072'16, CHILD STREET, AUGUSTA, ME 04333.  PHONE 207-289-2551.
 PE0072'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE
 PE0072'HIGHWAY 183 IN EAST SULLIVAN, GO NORTHERLY ON STATE HIGHWAY 183 FOR
 PE0072'1.5 KM (0.95 MI) TO A Y-FORK.  BEAR RIGHT AND CONTINUE FOR 5.3 KM
 PE0072'(3.30 MI) ON STATE HIGHWAY 183 TO THE CROSSING OF THE MAINE CENTRAL
 PE0072'RAILROAD AND THE STATION JUST BEYOND ON THE RIGHT IN A BOULDER WHICH
 PE0072'PROJECTS 75 CM ABOVE GROUND.
 PE0072'THE STATION IS A STANDARD CGS BENCHMARK DISK SET INTO THE TOP OF A
 PE0072'BOULDER WITH LARGEST DIMENSION OF 2.1 M (6.9 FT).  LOCATED 7.32 M
 PE0072'(24.0 FT) NORTH FROM THE NORTH RAIL OF THE TRACKS, 6.25 M (20.5 FT)
 PE0072'WEST FROM UTILITY POLE 33-146 AND 6.1 M (20.0 FT) EAST-SOUTHEAST FROM
 PE0072'THE CENTER OF THE HIGHWAY.
 PE0072'SOUTHEAST MAINE SUBSIDENCE NETWORK, AUGUST 1986 AND OCTOBER 1988.
 PE0072'DESCRIBED BY D.R. LOKKEN.
 PE0072
 PE0072                          STATION RECOVERY (1989)
 PE0072
 PE0072'RECOVERED 1989
 PE0072'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0217 ***********************************************************************
 PF0217  DESIGNATION -  J 92
 PF0217  PID         -  PF0217
 PF0217  STATE/COUNTY-  ME/OXFORD
 PF0217  USGS QUAD   -  GILEAD (1970)
 PF0217
 PF0217                         *CURRENT SURVEY CONTROL
 PF0217  ___________________________________________________________________
 PF0217* NAD 83(1986)-  44 22 46.     (N)    070 59 14.     (W)     SCALED    
 PF0217* NAVD 88     -       226.702  (meters)     743.77   (feet)  POSTED    
 PF0217  ___________________________________________________________________
 PF0217  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 PF0217  DYNAMIC HT  -         226.670 (meters)     743.67  (feet)  COMP
 PF0217  MODELED GRAV-     980,463.3   (mgal)                       NAVD 88
 PF0217
 PF0217  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 PF0217
 PF0217.The horizontal coordinates were scaled from a topographic map and have
 PF0217.an estimated accuracy of +/- 6 seconds.
 PF0217
 PF0217.The orthometric height was determined by differential leveling
 PF0217.and adjusted by the National Geodetic Survey in 1992..
 PF0217.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 PF0217.rate of 4.1 thru 8.0 mm/km.
 PF0217
 PF0217.The geoid height was determined by GEOID03.
 PF0217
 PF0217.The dynamic height is computed by dividing the NAVD 88
 PF0217.geopotential number by the normal gravity value computed on the
 PF0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0217.degrees latitude (g = 980.6199 gals.).
 PF0217
 PF0217.The modeled gravity was interpolated from observed gravity values.
 PF0217
 PF0217;                    North         East    Units  Estimated Accuracy
 PF0217;SPC ME W     -   172,100.      834,610.      MT  (+/- 180 meters Scaled)
 PF0217
 PF0217                          SUPERSEDED SURVEY CONTROL
 PF0217
 PF0217  NGVD 29 (??/??/92)  226.851  (m)          744.26   (f) ADJ UNCH    2 0
 PF0217
 PF0217.Superseded values are not recommended for survey control.
 PF0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0217.See file dsdata.txt to determine how the superseded data were derived.
 PF0217
 PF0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK416159(NAD 83)
 PF0217_MARKER: DB = BENCH MARK DISK
 PF0217_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PF0217_SP_SET: CULVERT
 PF0217_STAMPING: J 92 1942
 PF0217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PF0217
 PF0217  HISTORY     - Date     Condition        Report By
 PF0217  HISTORY     - 1942     MONUMENTED       CGS
 PF0217  HISTORY     - 20041001 POOR             GEOCAC
 PF0217
 PF0217                          STATION DESCRIPTION
 PF0217
 PF0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PF0217'1.2 MI S FROM GILEAD.
 PF0217'ABOUT 1.2 MILES SOUTH ALONG THE EVANS NOTCH ROAD FROM THE JUNCTION
 PF0217'OF U.S. HIGHWAY 2 AT GILEAD, OXFORD COUNTY, ABOUT 0.25 MILE
 PF0217'SOUTH OF AN ABANDONED HOUSE, AT A LARGE CONCRETE CULVERT, IN THE
 PF0217'TOP OF THE NORTH END OF THE EAST HEAD WALL, 12 FEET EAST OF THE
 PF0217'CENTER LINE OF THE ROAD, AND ABOUT 2 FEET HIGHER THAN THE ROAD.
 PF0217'A STANDARD DISK, STAMPED J 92 1942.
 PF0217
 PF0217                          STATION RECOVERY (2004)
 PF0217
 PF0217'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 PF0217'WAS ABLE TO RECOVER AT THE DESCRIBED LOCATION. THERE IS CURRENTLY A
 PF0217'ROAD SUVEY OCCURING HERE. SOMEONE HAS ATTEMPTED TO POLISH THE TOP
 PF0217'SUFACE OF THE DISK TO READ IT AND BY DOING SO HAS MARRED IT. ALL
 PF0217'STAMPING IS LEGIBLE. THERE IS ALSO A SMALL SECTION OF THE DISK BROKEN
 PF0217'OFF AT THE 10 O'CLOCK POSITION. JOHN K. SNYDER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0084 ***********************************************************************
 PE0084  DESIGNATION -  J 93
 PE0084  PID         -  PE0084
 PE0084  STATE/COUNTY-  ME/HANCOCK
 PE0084  USGS QUAD   -  SULLIVAN (1982)
 PE0084
 PE0084                         *CURRENT SURVEY CONTROL
 PE0084  ___________________________________________________________________
 PE0084* NAD 83(1986)-  44 30 34.     (N)    068 09 47.     (W)     SCALED    
 PE0084* NAVD 88     -        24.369  (meters)      79.95   (feet)  ADJUSTED  
 PE0084  ___________________________________________________________________
 PE0084  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 PE0084  DYNAMIC HT  -          24.367 (meters)      79.94  (feet)  COMP
 PE0084  MODELED GRAV-     980,570.5   (mgal)                       NAVD 88
 PE0084
 PE0084  VERT ORDER  -  SECOND    CLASS 0
 PE0084
 PE0084.The horizontal coordinates were scaled from a topographic map and have
 PE0084.an estimated accuracy of +/- 6 seconds.
 PE0084
 PE0084.The orthometric height was determined by differential leveling
 PE0084.and adjusted by the National Geodetic Survey in June 1991..
 PE0084
 PE0084.The geoid height was determined by GEOID03.
 PE0084
 PE0084.The dynamic height is computed by dividing the NAVD 88
 PE0084.geopotential number by the normal gravity value computed on the
 PE0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0084.degrees latitude (g = 980.6199 gals.).
 PE0084
 PE0084.The modeled gravity was interpolated from observed gravity values.
 PE0084
 PE0084;                    North         East    Units  Estimated Accuracy
 PE0084;SPC ME E     -    93,690.      326,790.      MT  (+/- 180 meters Scaled)
 PE0084
 PE0084                          SUPERSEDED SURVEY CONTROL
 PE0084
 PE0084  NGVD 29 (??/??/92)   24.571  (m)           80.61   (f) ADJ UNCH    2 0
 PE0084
 PE0084.Superseded values are not recommended for survey control.
 PE0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0084.See file dsdata.txt to determine how the superseded data were derived.
 PE0084
 PE0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK665287(NAD 83)
 PE0084_MARKER: DB = BENCH MARK DISK
 PE0084_SETTING: 66 = SET IN ROCK OUTCROP
 PE0084_SP_SET: ROCK LEDGE
 PE0084_STAMPING: J 93 1942
 PE0084_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0084+STABILITY: POSITION/ELEVATION WELL
 PE0084
 PE0084  HISTORY     - Date     Condition        Report By
 PE0084  HISTORY     - 1942     MONUMENTED       CGS
 PE0084  HISTORY     - 1966     GOOD             NGS
 PE0084  HISTORY     - 1987     GOOD             USPSQD
 PE0084
 PE0084                          STATION DESCRIPTION
 PE0084
 PE0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0084'1.9 MI SE FROM SULLIVAN.
 PE0084'1.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION
 PE0084'OF STATE HIGHWAY 200 AT SULLIVAN, ABOUT 0.15 MILE SOUTHEAST OF
 PE0084'THE UNION CHURCH AND CEMETERY, ON THE SOUTHEAST SLOPE OF A HILL,
 PE0084'SET ON THE TOP OF A ROCK LEDGE WHICH IS 8 FEET LONG-5 FEET WIDE
 PE0084'AND PART OF A MASS OF ROCK WHICH IS ABOUT 40 FEET WIDE, 48 FEET
 PE0084'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 10 FEET
 PE0084'SOUTHEAST OF THE CENTER OF LARGE ROCK AND 6 FEET ABOVE THE
 PE0084'LEVEL OF THE HIGHWAY.
 PE0084
 PE0084                          STATION RECOVERY (1987)
 PE0084
 PE0084'RECOVERY NOTE BY US POWER SQUADRON 1987 (ELG)
 PE0084'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0135 ***********************************************************************
 PD0135  DESIGNATION -  J 94
 PD0135  PID         -  PD0135
 PD0135  STATE/COUNTY-  ME/WASHINGTON
 PD0135  USGS QUAD   -  MACHIAS (1977)
 PD0135
 PD0135                         *CURRENT SURVEY CONTROL
 PD0135  ___________________________________________________________________
 PD0135* NAD 83(1986)-  44 44 32.     (N)    067 23 13.     (W)     SCALED    
 PD0135* NAVD 88     -        14.818  (meters)      48.62   (feet)  ADJUSTED  
 PD0135  ___________________________________________________________________
 PD0135  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 PD0135  DYNAMIC HT  -          14.817 (meters)      48.61  (feet)  COMP
 PD0135  MODELED GRAV-     980,596.7   (mgal)                       NAVD 88
 PD0135  OBS GRAVITY -     980,598.0   (mgal)                       GRAV_OBS
 PD0135
 PD0135  VERT ORDER  -  FIRST     CLASS I
 PD0135
 PD0135.The horizontal coordinates were scaled from a topographic map and have
 PD0135.an estimated accuracy of +/- 6 seconds.
 PD0135
 PD0135.The orthometric height was determined by differential leveling
 PD0135.and adjusted by the National Geodetic Survey in June 1991..
 PD0135.WARNING-Repeat measurements at this control monument indicate possible
 PD0135.vertical movement.
 PD0135
 PD0135.The geoid height was determined by GEOID03.
 PD0135
 PD0135.The dynamic height is computed by dividing the NAVD 88
 PD0135.geopotential number by the normal gravity value computed on the
 PD0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0135.degrees latitude (g = 980.6199 gals.).
 PD0135
 PD0135.The modeled gravity was interpolated from observed gravity values.
 PD0135.The observed gravity was obtained from relative gravimeter ties
 PD0135.to the IGSN71 gravity network.
 PD0135
 PD0135;                    North         East    Units  Estimated Accuracy
 PD0135;SPC ME E     -   120,100.      388,150.      MT  (+/- 180 meters Scaled)
 PD0135
 PD0135                          SUPERSEDED SURVEY CONTROL
 PD0135
 PD0135  NGVD 29 (??/??/92)   15.024  (m)           49.29   (f) ADJ UNCH    1 1
 PD0135
 PD0135.Superseded values are not recommended for survey control.
 PD0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0135.See file dsdata.txt to determine how the superseded data were derived.
 PD0135
 PD0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK277555(NAD 83)
 PD0135_MARKER: DB = BENCH MARK DISK
 PD0135_SETTING: 66 = SET IN ROCK OUTCROP
 PD0135_SP_SET: ROCK LEDGE
 PD0135_STAMPING: J 94 1942
 PD0135_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0135+STABILITY: POSITION/ELEVATION WELL
 PD0135
 PD0135  HISTORY     - Date     Condition        Report By
 PD0135  HISTORY     - 1942     MONUMENTED       CGS
 PD0135  HISTORY     - 1966     GOOD             NGS
 PD0135  HISTORY     - 1978     GOOD             NGS
 PD0135  HISTORY     - 1978     GOOD             DMA
 PD0135
 PD0135                          STATION DESCRIPTION
 PD0135
 PD0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PD0135'0.2 MI NE FROM EAST MACHIAS.
 PD0135'0.25 MILE NORTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PD0135'CROSSING OF U.S. HIGHWAY 1 AT EAST MACHIAS, 361 FEET NORTHEAST
 PD0135'OF MILEPOST C40/P230, 170 FEET NORTHEAST OF THE CENTER OF THE
 PD0135'CROSSING OF A DIRT ROAD, 7.1 FEET NORTHWEST OF THE NORTHWEST
 PD0135'RAIL, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE
 PD0135'TOP OF A 10-INCH BY 1 1/2 FEET WIDE EXPOSED PORTION OF A ROCK
 PD0135'LEDGE THAT IS FLUSH WITH THE GROUND.
 PD0135
 PD0135                          STATION RECOVERY (1978)
 PD0135
 PD0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PD0135'ADD-7.0 FEET NORTHWEST OF THE NORTHWEST RAIL.
 PD0135
 PD0135                          STATION RECOVERY (1978)
 PD0135
 PD0135'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PD0135'MARK IS 136 YARDS NORTHEAST MILE POST NUMBER C40 P230 AND 51 YARDS
 PD0135'NORTHEAST CENTER CROSSING OF A DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0183 ***********************************************************************
 PD0183  DESIGNATION -  J 96
 PD0183  PID         -  PD0183
 PD0183  STATE/COUNTY-  ME/WASHINGTON
 PD0183  USGS QUAD   -  PEMBROKE (1977)
 PD0183
 PD0183                         *CURRENT SURVEY CONTROL
 PD0183  ___________________________________________________________________
 PD0183* NAD 83(1986)-  44 59 06.     (N)    067 13 59.     (W)     SCALED    
 PD0183* NAVD 88     -        29.064  (meters)      95.35   (feet)  ADJUSTED  
 PD0183  ___________________________________________________________________
 PD0183  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 PD0183  DYNAMIC HT  -          29.063 (meters)      95.35  (feet)  COMP
 PD0183  MODELED GRAV-     980,599.9   (mgal)                       NAVD 88
 PD0183
 PD0183  VERT ORDER  -  FIRST     CLASS I
 PD0183
 PD0183.The horizontal coordinates were scaled from a topographic map and have
 PD0183.an estimated accuracy of +/- 6 seconds.
 PD0183
 PD0183.The orthometric height was determined by differential leveling
 PD0183.and adjusted by the National Geodetic Survey in June 1991..
 PD0183
 PD0183.The geoid height was determined by GEOID03.
 PD0183
 PD0183.The dynamic height is computed by dividing the NAVD 88
 PD0183.geopotential number by the normal gravity value computed on the
 PD0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0183.degrees latitude (g = 980.6199 gals.).
 PD0183
 PD0183.The modeled gravity was interpolated from observed gravity values.
 PD0183
 PD0183;                    North         East    Units  Estimated Accuracy
 PD0183;SPC ME E     -   147,260.      399,910.      MT  (+/- 180 meters Scaled)
 PD0183
 PD0183                          SUPERSEDED SURVEY CONTROL
 PD0183
 PD0183  NGVD 29 (??/??/92)   29.271  (m)           96.03   (f) ADJ UNCH    1 1
 PD0183
 PD0183.Superseded values are not recommended for survey control.
 PD0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0183.See file dsdata.txt to determine how the superseded data were derived.
 PD0183
 PD0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK392828(NAD 83)
 PD0183_MARKER: DB = BENCH MARK DISK
 PD0183_SETTING: 66 = SET IN ROCK OUTCROP
 PD0183_SP_SET: ROCK LEDGE
 PD0183_STAMPING: J 96 1942
 PD0183_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0183+STABILITY: POSITION/ELEVATION WELL
 PD0183
 PD0183  HISTORY     - Date     Condition        Report By
 PD0183  HISTORY     - 1942     MONUMENTED       CGS
 PD0183  HISTORY     - 1953     GOOD             NGS
 PD0183  HISTORY     - 1966     GOOD             NGS
 PD0183  HISTORY     - 1978     GOOD             DMA
 PD0183
 PD0183                          STATION DESCRIPTION
 PD0183
 PD0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 PD0183'AT AYRES JUNCTION.
 PD0183'AT AYRES JUNCTION, IN TRIANGLE FORMED BY RAILROAD JUNCTION,
 PD0183'ABOUT 0.1 MILE EAST OF CROSSING OF STATE HIGHWAY 214 AND THE
 PD0183'STATION, IN THE TOP OF THE SOUTHWEST EDGE OF AN OUTCROPPING
 PD0183'ROCK LEDGE ABOUT 21 BY 66 FEET AND PROJECTING ABOUT 5 1/2 FEET
 PD0183'AT HIGHEST POINT, 304 FEET SOUTHEAST OF SOUTHEAST RAIL OF MAIN
 PD0183'TRACK, 112 FEET SOUTHWEST OF SOUTHWEST RAIL OF SIDE TRACK, 125
 PD0183'FEET NORTHEAST OF NORTHEAST RAIL OF SOUTHWEST TRACK, 17 FEET
 PD0183'EAST-SOUTHEAST OF A LONE 8-INCH SPRUCE TREE AND ABOUT LEVEL WITH
 PD0183'MAIN TRACK.
 PD0183
 PD0183                          STATION RECOVERY (1966)
 PD0183
 PD0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 PD0183'RECOVERED IN GOOD CONDITION.
 PD0183
 PD0183                          STATION RECOVERY (1978)
 PD0183
 PD0183'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PD0183'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0237 ***********************************************************************
 OB0237  DESIGNATION -  J 97
 OB0237  PID         -  OB0237
 OB0237  STATE/COUNTY-  ME/CUMBERLAND
 OB0237  USGS QUAD   -  ORRS ISLAND (1997)
 OB0237
 OB0237                         *CURRENT SURVEY CONTROL
 OB0237  ___________________________________________________________________
 OB0237* NAD 83(1986)-  43 48 32.     (N)    069 55 34.     (W)     SCALED    
 OB0237* NAVD 88     -        13.800  (meters)      45.28   (feet)  ADJUSTED  
 OB0237  ___________________________________________________________________
 OB0237  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 OB0237  DYNAMIC HT  -          13.799 (meters)      45.27  (feet)  COMP
 OB0237  MODELED GRAV-     980,521.2   (mgal)                       NAVD 88
 OB0237
 OB0237  VERT ORDER  -  SECOND    CLASS 0
 OB0237
 OB0237.The horizontal coordinates were scaled from a topographic map and have
 OB0237.an estimated accuracy of +/- 6 seconds.
 OB0237
 OB0237.The orthometric height was determined by differential leveling
 OB0237.and adjusted by the National Geodetic Survey in June 1991..
 OB0237
 OB0237.The geoid height was determined by GEOID03.
 OB0237
 OB0237.The dynamic height is computed by dividing the NAVD 88
 OB0237.geopotential number by the normal gravity value computed on the
 OB0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0237.degrees latitude (g = 980.6199 gals.).
 OB0237
 OB0237.The modeled gravity was interpolated from observed gravity values.
 OB0237
 OB0237;                    North         East    Units  Estimated Accuracy
 OB0237;SPC ME W     -   108,410.      919,360.      MT  (+/- 180 meters Scaled)
 OB0237
 OB0237                          SUPERSEDED SURVEY CONTROL
 OB0237
 OB0237  NGVD 29 (??/??/92)   13.998  (m)           45.93   (f) ADJ UNCH    2 0
 OB0237
 OB0237.Superseded values are not recommended for survey control.
 OB0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0237.See file dsdata.txt to determine how the superseded data were derived.
 OB0237
 OB0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ255510(NAD 83)
 OB0237_MARKER: DB = BENCH MARK DISK
 OB0237_SETTING: 66 = SET IN ROCK OUTCROP
 OB0237_SP_SET: BEDROCK LEDGE
 OB0237_STAMPING: J 97 1943
 OB0237_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0237+STABILITY: POSITION/ELEVATION WELL
 OB0237
 OB0237  HISTORY     - Date     Condition        Report By
 OB0237  HISTORY     - 1943     MONUMENTED       CGS
 OB0237  HISTORY     - 1978     GOOD             LOCSUR
 OB0237
 OB0237                          STATION DESCRIPTION
 OB0237
 OB0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 OB0237'4.8 MI NE FROM ORRS ISLAND.
 OB0237'4.8 MILES NORTHEAST ALONG STATE HIGHWAY 24 FROM THE POST OFFICE AT
 OB0237'ORRS ISLAND, CUMBERLAND COUNTY, 3.6 MILES SOUTHWEST OF GURNET BRIDGE,
 OB0237'300 FEET SOUTH OF A FRAME HOUSE, 260 FEET NORTH OF THE JUNCTION OF A
 OB0237'ROAD LEADING EAST, 52.6 FEET NORTHWEST OF POWER-TRANSMISSION LINE POLE
 OB0237'226, 48 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF A
 OB0237'LEDGE OF BEDROCK, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK,
 OB0237'STAMPED J 97 1943.
 OB0237
 OB0237                          STATION RECOVERY (1978)
 OB0237
 OB0237'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 OB0237'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0090 ***********************************************************************
 OC0090  DESIGNATION -  J 98
 OC0090  PID         -  OC0090
 OC0090  STATE/COUNTY-  ME/CUMBERLAND
 OC0090  USGS QUAD   -  PROUTS NECK (1978)
 OC0090
 OC0090                         *CURRENT SURVEY CONTROL
 OC0090  ___________________________________________________________________
 OC0090* NAD 83(1986)-  43 35 26.     (N)    070 18 32.     (W)     SCALED    
 OC0090* NAVD 88     -         9.066  (meters)      29.74   (feet)  ADJUSTED  
 OC0090  ___________________________________________________________________
 OC0090  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 OC0090  DYNAMIC HT  -           9.065 (meters)      29.74  (feet)  COMP
 OC0090  MODELED GRAV-     980,501.3   (mgal)                       NAVD 88
 OC0090
 OC0090  VERT ORDER  -  SECOND    CLASS 0
 OC0090
 OC0090.The horizontal coordinates were scaled from a topographic map and have
 OC0090.an estimated accuracy of +/- 6 seconds.
 OC0090
 OC0090.The orthometric height was determined by differential leveling
 OC0090.and adjusted by the National Geodetic Survey in June 1991..
 OC0090
 OC0090.The geoid height was determined by GEOID03.
 OC0090
 OC0090.The dynamic height is computed by dividing the NAVD 88
 OC0090.geopotential number by the normal gravity value computed on the
 OC0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0090.degrees latitude (g = 980.6199 gals.).
 OC0090
 OC0090.The modeled gravity was interpolated from observed gravity values.
 OC0090
 OC0090;                    North         East    Units  Estimated Accuracy
 OC0090;SPC ME W     -    84,130.      888,520.      MT  (+/- 180 meters Scaled)
 OC0090
 OC0090                          SUPERSEDED SURVEY CONTROL
 OC0090
 OC0090  NGVD 29 (??/??/92)    9.29   (m)           30.5    (f) COMPUTED    2 0
 OC0090
 OC0090.Superseded values are not recommended for survey control.
 OC0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0090.See file dsdata.txt to determine how the superseded data were derived.
 OC0090
 OC0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ943272(NAD 83)
 OC0090_MARKER: DB = BENCH MARK DISK
 OC0090_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OC0090_SP_SET: CONCRETE BLOCK
 OC0090_STAMPING: J-98 1943
 OC0090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC0090
 OC0090  HISTORY     - Date     Condition        Report By
 OC0090  HISTORY     - 1943     MONUMENTED       CGS
 OC0090
 OC0090                          STATION DESCRIPTION
 OC0090
 OC0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 OC0090'1.1 MI N FROM SCARBOROUGH.
 OC0090'ABOUT 1.1 MILES NORTH ALONG THE DOVER LINE OF THE BOSTON AND
 OC0090'MAINE RAILROAD FROM THE STATION AT SCARBORO, NEAR A ROAD CROSSING,
 OC0090'90 FEET SOUTH OF THE CROSSING, 7.5 FEET EAST OF THE EAST RAIL,
 OC0090'IN THE TOP OF A LARGE CONCRETE BLOCK AND ABOUT 1 FOOT LOWER
 OC0090'THAN THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0091 ***********************************************************************
 OC0091  DESIGNATION -  J 98 RESET 1947
 OC0091  PID         -  OC0091
 OC0091  STATE/COUNTY-  ME/CUMBERLAND
 OC0091  USGS QUAD   -  PROUTS NECK (1978)
 OC0091
 OC0091                         *CURRENT SURVEY CONTROL
 OC0091  ___________________________________________________________________
 OC0091* NAD 83(1986)-  43 35 21.     (N)    070 18 37.     (W)     SCALED    
 OC0091* NAVD 88     -         9.140  (meters)      29.99   (feet)  ADJUSTED  
 OC0091  ___________________________________________________________________
 OC0091  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 OC0091  DYNAMIC HT  -           9.138 (meters)      29.98  (feet)  COMP
 OC0091  MODELED GRAV-     980,501.2   (mgal)                       NAVD 88
 OC0091
 OC0091  VERT ORDER  -  FIRST     CLASS I
 OC0091
 OC0091.The horizontal coordinates were scaled from a topographic map and have
 OC0091.an estimated accuracy of +/- 6 seconds.
 OC0091
 OC0091.The orthometric height was determined by differential leveling
 OC0091.and adjusted by the National Geodetic Survey in June 1991..
 OC0091
 OC0091.The geoid height was determined by GEOID03.
 OC0091
 OC0091.The dynamic height is computed by dividing the NAVD 88
 OC0091.geopotential number by the normal gravity value computed on the
 OC0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0091.degrees latitude (g = 980.6199 gals.).
 OC0091
 OC0091.The modeled gravity was interpolated from observed gravity values.
 OC0091
 OC0091;                    North         East    Units  Estimated Accuracy
 OC0091;SPC ME W     -    83,980.      888,400.      MT  (+/- 180 meters Scaled)
 OC0091
 OC0091                          SUPERSEDED SURVEY CONTROL
 OC0091
 OC0091  NGVD 29 (??/??/92)    9.365  (m)           30.73   (f) ADJ UNCH    1 1
 OC0091
 OC0091.Superseded values are not recommended for survey control.
 OC0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0091.See file dsdata.txt to determine how the superseded data were derived.
 OC0091
 OC0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ942270(NAD 83)
 OC0091_MARKER: DB = BENCH MARK DISK
 OC0091_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OC0091_SP_SET: SIGNAL BASE
 OC0091_STAMPING: J 98 RESET 1947
 OC0091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC0091
 OC0091  HISTORY     - Date     Condition        Report By
 OC0091  HISTORY     - 1947     MONUMENTED       CGS
 OC0091  HISTORY     - 1966     GOOD             NGS
 OC0091  HISTORY     - 1978     GOOD             LOCENG
 OC0091  HISTORY     - 1987     GOOD             USPSQD
 OC0091
 OC0091                          STATION DESCRIPTION
 OC0091
 OC0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 OC0091'2.3 MI E FROM SCARBOROUGH.
 OC0091'ABOUT 0.1 MILE EAST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE
 OC0091'AT SCARBOROUGH, THENCE ABOUT 1.15 MILES SOUTHEAST ALONG STATE
 OC0091'HIGHWAY 207, THENCE ABOUT 1.0 MILE NORTHEAST ALONG HIGHLAND
 OC0091'AVENUE AND CHAMBERLAIN ROAD, ABOUT 258 FEET NORTHWEST OF THE
 OC0091'CENTER LINE OF THE HIGHWAY, ALONG THE BOSTON AND MAINE RAILROAD,
 OC0091'23 RAILS SOUTHWEST OF MILEPOST 110, IN THE TOP OF THE EAST
 OC0091'CORNER OF THE CONCRETE BASE FOR SIGNAL D 1098, 6.8 FEET
 OC0091'NORTHWEST OF THE NORTHWEST RAIL, AND ABOUT 1/2 FOOT ABOVE THE
 OC0091'LEVEL OF THE TRACK.
 OC0091
 OC0091                          STATION RECOVERY (1978)
 OC0091
 OC0091'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 OC0091'RECOVERED IN GOOD CONDITION.
 OC0091
 OC0091                          STATION RECOVERY (1987)
 OC0091
 OC0091'RECOVERY NOTE BY US POWER SQUADRON 1987 (DWH)
 OC0091'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0478 ***********************************************************************
 OC0478  CBN         -  This is a Cooperative Base Network Control Station.
 OC0478  DESIGNATION -  J 99
 OC0478  PID         -  OC0478
 OC0478  STATE/COUNTY-  ME/YORK
 OC0478  USGS QUAD   -  YORK BEACH (1998)
 OC0478
 OC0478                         *CURRENT SURVEY CONTROL
 OC0478  ___________________________________________________________________
 OC0478* NAD 83(1996)-  43 09 33.84243(N)    070 37 15.68866(W)     ADJUSTED  
 OC0478* NAVD 88     -         4.697  (meters)      15.41   (feet)  ADJUSTED  
 OC0478  ___________________________________________________________________
 OC0478  X           -   1,546,205.540 (meters)                     COMP
 OC0478  Y           -  -4,395,836.489 (meters)                     COMP
 OC0478  Z           -   4,340,421.245 (meters)                     COMP
 OC0478  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 OC0478  ELLIP HEIGHT-         -21.75  (meters)          (04/26/01) GPS OBS
 OC0478  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 OC0478  DYNAMIC HT  -           4.696 (meters)      15.41  (feet)  COMP
 OC0478  MODELED GRAV-     980,471.1   (mgal)                       NAVD 88
 OC0478
 OC0478  HORZ ORDER  -  A
 OC0478  VERT ORDER  -  SECOND    CLASS 0
 OC0478  ELLP ORDER  -  FOURTH    CLASS I
 OC0478
 OC0478.The horizontal coordinates were established by GPS observations
 OC0478.and adjusted by the National Geodetic Survey in April 2001..
 OC0478
 OC0478.The orthometric height was determined by differential leveling
 OC0478.and adjusted by the National Geodetic Survey in June 1991..
 OC0478
 OC0478.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OC0478
 OC0478.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC0478
 OC0478.The ellipsoidal height was determined by GPS observations
 OC0478.and is referenced to NAD 83.
 OC0478
 OC0478.The geoid height was determined by GEOID03.
 OC0478
 OC0478.The dynamic height is computed by dividing the NAVD 88
 OC0478.geopotential number by the normal gravity value computed on the
 OC0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0478.degrees latitude (g = 980.6199 gals.).
 OC0478
 OC0478.The modeled gravity was interpolated from observed gravity values.
 OC0478
 OC0478;                    North         East     Units Scale Factor Converg.
 OC0478;SPC ME W     -    36,322.704   863,048.334   MT  0.99998346   -0 18 38.9
 OC0478;UTM  19      - 4,779,791.605   368,213.857   MT  0.99981365   -1 06 32.4
 OC0478
 OC0478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC0478!SPC ME W     -   1.00000341  x   0.99998346  =   0.99998687
 OC0478!UTM  19      -   1.00000341  x   0.99981365  =   0.99981706
 OC0478
 OC0478                          SUPERSEDED SURVEY CONTROL
 OC0478
 OC0478  NAVD 88 (04/26/01)    4.70   (m)           15.4    (f) LEVELING    3  
 OC0478  NGVD 29 (??/??/92)    4.929  (m)           16.17   (f) ADJ UNCH    2 0
 OC0478
 OC0478.Superseded values are not recommended for survey control.
 OC0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0478.See file dsdata.txt to determine how the superseded data were derived.
 OC0478
 OC0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH6821479792(NAD 83)
 OC0478_MARKER: DB = BENCH MARK DISK
 OC0478_SETTING: 80 = SET IN A BOULDER
 OC0478_SP_SET: BOULDER
 OC0478_STAMPING: J 99 1943
 OC0478_MARK LOGO: CGS   
 OC0478_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OC0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC0478+STABILITY: SURFACE MOTION
 OC0478_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OC0478+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2000
 OC0478
 OC0478  HISTORY     - Date     Condition        Report By
 OC0478  HISTORY     - 1943     MONUMENTED       CGS
 OC0478  HISTORY     - 1976     POOR             NGS
 OC0478  HISTORY     - 1988     POOR             USPSQD
 OC0478  HISTORY     - 1989     POOR             USPSQD
 OC0478  HISTORY     - 20000724 GOOD             MEDT
 OC0478  HISTORY     - 20050927 POOR             CHANCE
 OC0478
 OC0478                          STATION DESCRIPTION
 OC0478
 OC0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 OC0478'1.5 MI SE FROM YORK BEACH.
 OC0478'1.5 MILES SOUTHEAST AND SOUTHWEST ALONG U.S. HIGHWAY 1A FROM
 OC0478'YORK BEACH, YORK COUNTY, AT LONG BEACH, 330 FEET NORTHEAST OF
 OC0478'THE NORTHEAST CORNER OF ANCHORAGE HOTEL, ALONG THE SHORE, IN A
 OC0478'LARGE PROMINENT BOULDER, AND ABOUT 4 FEET HIGHER THAN THE ROAD.
 OC0478
 OC0478                          STATION RECOVERY (1976)
 OC0478
 OC0478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0478'1.5 MILES SOUTHEAST AND SOUTHWEST ALONG U. S. HIGHWAY 1A FROM YORK
 OC0478'BEACH, YORK COUNTY, AT LONG BEACH, ALONG THE SHORE, IN A LARGE
 OC0478'PROMINENT BOULDER, AND ABOUT 2 FEET HIGHER THAN THE ROAD. IT IS
 OC0478'ACROSS THE HIGHWAY FROM THE NORTH END OF THE ANCHORAGE MOTOR INN AND
 OC0478'100 FEET NORTH OF A SMALL RESTAURANT. THE DISK HAS BEEN HIT AND THE
 OC0478'STAMPING IS NO LONGER READABLE.
 OC0478
 OC0478                          STATION RECOVERY (1988)
 OC0478
 OC0478'RECOVERY NOTE BY US POWER SQUADRON 1988 (RSR)
 OC0478'MARK RECOVERED IN POOR CONDITION.
 OC0478
 OC0478                          STATION RECOVERY (1989)
 OC0478
 OC0478'RECOVERY NOTE BY US POWER SQUADRON 1989 (RSR)
 OC0478'MARK RECOVERED IN POOR CONDITION.
 OC0478
 OC0478                          STATION RECOVERY (2000)
 OC0478
 OC0478'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 2000 (TL)
 OC0478'THE STATION IS LOCATED ABOUT 4.3 MI (6.9 KM) EAST-NORTHEAST OF YORK
 OC0478'VILLAGE, 3.3 MI (5.3 KM) NORTHWEST OF YORK HARBOR, AND 1.5 MI (2.4 KM)
 OC0478'SOUTHEAST OF YORK BEACH.  OWNERSHIP--YORK BEACH.  TO REACH FROM THE
 OC0478'JUNCTION OF US HIGHWAY 1A AND STATE HIGHWAY 103, GO NORTH FOR 3.3 MI
 OC0478'(5.3 KM) ON HIGHWAY 1A TO THE STATION ON THE RIGHT, IN A BOULDER WITH
 OC0478'A LARGE 3-SIDED WHITE CROSS PAINTED AROUND IT.  LOCATED ABOUT 40 FT
 OC0478'(12.2 M) EAST OF HIGHWAY 1A AND ABOUT 30 FT (9.1 M) NORTH OF A PAVED
 OC0478'PARKING LOT AND LIGHT POST.  NOTE--THE DISK STAMPING IS NOT LEGIBLE.
 OC0478
 OC0478                          STATION RECOVERY (2005)
 OC0478
 OC0478'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 2005 (JWC)
 OC0478'RECOVERD FOR THE USACE REGIONAL COASTAL MAPPING PROJECT.  EXCELLENT
 OC0478'FOR AIRBORNE KGPS.  DISK STAMPING IS NOT LEGIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0633 ***********************************************************************
 PD0633  DESIGNATION -  JAB
 PD0633  PID         -  PD0633
 PD0633  STATE/COUNTY-  ME/WASHINGTON
 PD0633  USGS QUAD   -  PEMBROKE (1977)
 PD0633
 PD0633                         *CURRENT SURVEY CONTROL
 PD0633  ___________________________________________________________________
 PD0633* NAD 83(1996)-  44 53 07.56954(N)    067 08 27.15362(W)     ADJUSTED  
 PD0633* NAVD 88     -         3.7    (meters)      12.     (feet)  VERTCON   
 PD0633  ___________________________________________________________________
 PD0633  LAPLACE CORR-           4.86  (seconds)                    DEFLEC99
 PD0633  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 PD0633
 PD0633  HORZ ORDER  -  THIRD
 PD0633
 PD0633.The horizontal coordinates were established by classical geodetic methods
 PD0633.and adjusted by the National Geodetic Survey in March 1998..
 PD0633
 PD0633.The NAVD 88 height was computed by applying the VERTCON shift value to
 PD0633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PD0633
 PD0633.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0633
 PD0633.The geoid height was determined by GEOID03.
 PD0633
 PD0633;                    North         East     Units Scale Factor Converg.
 PD0633;SPC ME E     -   136,311.944   407,365.283   MT  1.00004170   +0 57 33.2
 PD0633;UTM  19      - 4,971,905.161   646,819.257   MT  0.99986507   +1 18 43.9
 PD0633
 PD0633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0633!SPC ME E     -   1.00000297  x   1.00004170  =   1.00004467
 PD0633!UTM  19      -   1.00000297  x   0.99986507  =   0.99986804
 PD0633
 PD0633                          SUPERSEDED SURVEY CONTROL
 PD0633
 PD0633  NAD 83(1992)-  44 53 07.55980(N)    067 08 27.15407(W) AD(       ) 3
 PD0633  NAD 83(1986)-  44 53 07.55909(N)    067 08 27.15496(W) AD(       ) 3
 PD0633  NGVD 29 (09/20/87)    3.9    (m)           13.     (f) VERT ANG       
 PD0633
 PD0633.Superseded values are not recommended for survey control.
 PD0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0633.See file dsdata.txt to determine how the superseded data were derived.
 PD0633
 PD0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK4681971905(NAD 83)
 PD0633_MARKER: DD = SURVEY DISK
 PD0633_SETTING: 66 = SET IN ROCK OUTCROP
 PD0633_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 PD0633_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0633_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0633+STABILITY: POSITION/ELEVATION WELL
 PD0633
 PD0633  HISTORY     - Date     Condition        Report By
 PD0633  HISTORY     - 1986     MONUMENTED       NOS
 PD0633
 PD0633                          STATION DESCRIPTION
 PD0633
 PD0633'DESCRIBED BY NATIONAL OCEAN SERVICE 1986 (JGF)
 PD0633'THE STATION IS LOCATED ABOUT 6 MILES WEST OF EASTPORT ON A SMALL
 PD0633'ISLET, NORTHWEST OF MAHAR POINT, AND NORTHEAST OF DRAM ISLAND.
 PD0633'
 PD0633'TO REACH STATION, GO BY BOAT FROM EASTPORT.
 PD0633'
 PD0633'THE STATION IS A STANDARD NOS DISK STAMPED---JAB 1986---,SET INTO A
 PD0633'DRILL HOLE IN BEDROCK.
 PD0633'IT IS LOCATED,
 PD0633'17.7 METERS (58.1FT) SOUTHEAST OF MHWL AT NORTHEAST END OF ISLET
 PD0633'3.3 METERS (10.83FT) NORTHEAST OF MHWL ON SOUTHWEST SIDE OF
 PD0633'
 PD0633'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 PD0633'DESCRIBED BY PBW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0481 ***********************************************************************
 OB0481  DESIGNATION -  JACK ROCK SPINDLE USE
 OB0481  PID         -  OB0481
 OB0481  STATE/COUNTY-  ME/SAGADAHOC
 OB0481  USGS QUAD   -  SMALL POINT (1957)
 OB0481
 OB0481                         *CURRENT SURVEY CONTROL
 OB0481  ___________________________________________________________________
 OB0481* NAD 83(1996)-  43 44 59.50452(N)    069 46 17.05300(W)     ADJUSTED  
 OB0481* NAVD 88     -                                                        
 OB0481  ___________________________________________________________________
 OB0481  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 OB0481  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 OB0481
 OB0481  HORZ ORDER  -  THIRD
 OB0481
 OB0481.The horizontal coordinates were established by classical geodetic methods
 OB0481.and adjusted by the National Geodetic Survey in March 1998..
 OB0481
 OB0481
 OB0481.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0481
 OB0481.The geoid height was determined by GEOID03.
 OB0481
 OB0481;                    North         East     Units Scale Factor Converg.
 OB0481;SPC ME W     -   101,897.468   931,834.382   MT  0.99997913   +0 16 24.0
 OB0481;UTM  19      - 4,844,380.333   437,894.075   MT  0.99964744   -0 32 00.4
 OB0481
 OB0481                          SUPERSEDED SURVEY CONTROL
 OB0481
 OB0481  NAD 83(1992)-  43 44 59.50183(N)    069 46 17.05099(W) AD(       ) 4
 OB0481  NAD 83(1986)-  43 44 59.50752(N)    069 46 17.05663(W) AD(       ) 4
 OB0481  NAD 27      -  43 44 59.20000(N)    069 46 18.90000(W) AD(       ) 3
 OB0481
 OB0481.Superseded values are not recommended for survey control.
 OB0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0481.See file dsdata.txt to determine how the superseded data were derived.
 OB0481
 OB0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3789444380(NAD 83)
 OB0481_MARKER: 14 = NAVIGATION LIGHT
 OB0481_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OB0481+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2001
 OB0481
 OB0481  HISTORY     - Date     Condition        Report By
 OB0481  HISTORY     - 1934     FIRST OBSERVED   USE
 OB0481  HISTORY     - 1942     GOOD             CGS
 OB0481  HISTORY     - 20010418 GOOD             USPSQD
 OB0481
 OB0481                          STATION DESCRIPTION
 OB0481
 OB0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OB0481'THE STATION IS THE IRON SPINDLE BEACON ON JACK ROCK
 OB0481'0.6 MILE SE OF FORT POPHAM NEAR THE MOUTH OF THE KENNEBEC RIVER.
 OB0481
 OB0481                          STATION RECOVERY (2001)
 OB0481
 OB0481'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 OB0481'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0611 ***********************************************************************
 OB0611  DESIGNATION -  JACKIE MEDOT 1975
 OB0611  PID         -  OB0611
 OB0611  STATE/COUNTY-  ME/CUMBERLAND
 OB0611  USGS QUAD   -  BRUNSWICK (1980)
 OB0611
 OB0611                         *CURRENT SURVEY CONTROL
 OB0611  ___________________________________________________________________
 OB0611* NAD 83(1996)-  43 54 52.38639(N)    069 56 31.17368(W)     ADJUSTED  
 OB0611* NAVD 88     -         5.0    (meters)      16.     (feet)  VERTCON   
 OB0611  ___________________________________________________________________
 OB0611  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 OB0611  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 OB0611
 OB0611  HORZ ORDER  -  SECOND
 OB0611
 OB0611.The horizontal coordinates were established by classical geodetic methods
 OB0611.and adjusted by the National Geodetic Survey in March 1998..
 OB0611
 OB0611.The NAVD 88 height was computed by applying the VERTCON shift value to
 OB0611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OB0611
 OB0611.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0611
 OB0611.The geoid height was determined by GEOID03.
 OB0611
 OB0611;                    North         East     Units Scale Factor Converg.
 OB0611;SPC ME W     -   120,143.934   918,045.487   MT  0.99997067   +0 09 21.0
 OB0611;UTM  19      - 4,862,813.606   424,368.134   MT  0.99967035   -0 39 12.2
 OB0611
 OB0611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0611!SPC ME W     -   1.00000328  x   0.99997067  =   0.99997395
 OB0611!UTM  19      -   1.00000328  x   0.99967035  =   0.99967363
 OB0611
 OB0611:                Primary Azimuth Mark                     Grid Az
 OB0611:SPC ME W     -  BRUCE MEDOT 1975                         307 28 14.2
 OB0611:UTM  19      -  BRUCE MEDOT 1975                         308 16 47.4
 OB0611
 OB0611|---------------------------------------------------------------------|
 OB0611| PID    Reference Object                     Distance      Geod. Az  |
 OB0611|                                                           dddmmss.s |
 OB0611| OB0612 BRUCE MEDOT 1975                    APPROX. 0.6 KM 3073735.2 |
 OB0611| OB0265 ARARAT                              APPROX. 3.2 KM 3334619.6 |
 OB0611| OB0595 MT ARARAT FIRE LOT 1933             APPROX. 3.2 KM 3335800.5 |
 OB0611|---------------------------------------------------------------------|
 OB0611
 OB0611                          SUPERSEDED SURVEY CONTROL
 OB0611
 OB0611  NAD 83(1992)-  43 54 52.38516(N)    069 56 31.17333(W) AD(       ) 2
 OB0611  NAD 83(1986)-  43 54 52.39065(N)    069 56 31.17835(W) AD(       ) 2
 OB0611  NAD 27      -  43 54 52.10232(N)    069 56 32.99983(W) AD(       ) 2
 OB0611  NGVD 29 (07/19/86)    5.2    (m)           17.     (f) VERT ANG       
 OB0611
 OB0611.Superseded values are not recommended for survey control.
 OB0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0611.See file dsdata.txt to determine how the superseded data were derived.
 OB0611
 OB0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ2436862814(NAD 83)
 OB0611_MARKER: DD = SURVEY DISK
 OB0611_SETTING: 80 = SET IN A BOULDER
 OB0611_SP_SET: SET IN DRILL HOLE IN A BOULDER
 OB0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OB0611+STABILITY: SURFACE MOTION
 OB0611
 OB0611  HISTORY     - Date     Condition        Report By
 OB0611  HISTORY     - 1975     MONUMENTED       MEDT
 OB0611
 OB0611                          STATION DESCRIPTION
 OB0611
 OB0611'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975 (RCA)
 OB0611'THE STATION IS LOCATED IN THE TOWN OF BRUNSWICK, ON THE EAST SIDE
 OB0611'OF U.S. ROUTE 1 SOUTHBOUND, ON THE WEST BANK OF THE ANDROSCOGGIN
 OB0611'RIVER, ABOUT 1-1/4 MILES NORTHEAST OF BRUNSWICK, 6-1/2 MILES
 OB0611'WEST OF BATH, AND ON PROPERTY OWNED BY THE STATE OF MAINE.
 OB0611'
 OB0611'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ROUTE 1 AND
 OB0611'MAINE STREET IN BRUNSWICK, GO 1.35 MILES SOUTHEAST ALONG U.S. ROUTE
 OB0611'1 TOWARDS BATH TO THE STATION ON THE LEFT.
 OB0611'
 OB0611'THE STATION IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION DISK
 OB0611'STAMPED 1974 JACKIE, CEMENTED IN A DRILL HOLE IN A LARGE BOULDER,
 OB0611'1 FOOT BELOW THE SURFACE OF THE GROUND.  IT IS 47.3 FEET EAST OF
 OB0611'THE CENTERLINE OF U.S. ROUTE 1 SOUTHBOUND, 24.3 FEET EAST OF THE
 OB0611'GUARD RAIL, 33.5 FEET SOUTH OF A 6-INCH TRIANGULAR BLAZED BIRCH
 OB0611'TREE, 9.1 FEET WEST OF A METAL WITNESS POST AND SIGN, AND ABOUT
 OB0611'125 FEET WEST OF THE ANDROSCOGGIN RIVER, OWNED BY THE STATE OF
 OB0611'MAINE.
 OB0611'
 OB0611'NO REFERENCE MARKS WERE SET AT THIS TIME.
 OB0611'
 OB0611'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0635 ***********************************************************************
 PD0635  DESIGNATION -  JAIL RM
 PD0635  PID         -  PD0635
 PD0635  STATE/COUNTY-  ME/WASHINGTON
 PD0635  USGS QUAD   -  PEMBROKE (1977)
 PD0635
 PD0635                         *CURRENT SURVEY CONTROL
 PD0635  ___________________________________________________________________
 PD0635* NAD 83(1996)-  44 52 35.03142(N)    067 08 27.72541(W)     ADJUSTED  
 PD0635* NAVD 88     -         3.5    (meters)      11.     (feet)  VERTCON   
 PD0635  ___________________________________________________________________
 PD0635  LAPLACE CORR-           4.79  (seconds)                    DEFLEC99
 PD0635  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 PD0635
 PD0635  HORZ ORDER  -  THIRD
 PD0635
 PD0635.The horizontal coordinates were established by classical geodetic methods
 PD0635.and adjusted by the National Geodetic Survey in March 1998..
 PD0635
 PD0635.The NAVD 88 height was computed by applying the VERTCON shift value to
 PD0635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PD0635
 PD0635.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0635
 PD0635.The geoid height was determined by GEOID03.
 PD0635
 PD0635;                    North         East     Units Scale Factor Converg.
 PD0635;SPC ME E     -   135,307.404   407,369.548   MT  1.00004171   +0 57 32.2
 PD0635;UTM  19      - 4,970,900.844   646,829.708   MT  0.99986511   +1 18 42.8
 PD0635
 PD0635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0635!SPC ME E     -   1.00000300  x   1.00004171  =   1.00004471
 PD0635!UTM  19      -   1.00000300  x   0.99986511  =   0.99986811
 PD0635
 PD0635                          SUPERSEDED SURVEY CONTROL
 PD0635
 PD0635  NAD 83(1992)-  44 52 35.02168(N)    067 08 27.72598(W) AD(       ) 3
 PD0635  NAD 83(1986)-  44 52 35.02097(N)    067 08 27.72656(W) AD(       ) 3
 PD0635  NGVD 29 (09/20/87)    3.7    (m)           12.     (f) VERT ANG       
 PD0635
 PD0635.Superseded values are not recommended for survey control.
 PD0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0635.See file dsdata.txt to determine how the superseded data were derived.
 PD0635
 PD0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK4683070901(NAD 83)
 PD0635_MARKER: H = DRILL HOLE
 PD0635_SETTING: 66 = SET IN ROCK OUTCROP
 PD0635_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 PD0635_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0635_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0635+STABILITY: POSITION/ELEVATION WELL
 PD0635
 PD0635  HISTORY     - Date     Condition        Report By
 PD0635  HISTORY     - UNK      MONUMENTED
 PD0635  HISTORY     - 1985     GOOD             NOS
 PD0635
 PD0635                          STATION DESCRIPTION
 PD0635
 PD0635'DESCRIBED BY NATIONAL OCEAN SERVICE 1985 (WVH)
 PD0635'THE STATION IS LOCATED ON A SMALL ISLAND OFF THE NORTHWEST CORNER OF
 PD0635'CROW NECK, AT THE NORTHWEST CORNER OF RAFT COVE.
 PD0635'
 PD0635'THE STATION REACHED BY BOAT.
 PD0635'
 PD0635'THE STATION IS A DRILL HOLE WITH TRIANGLE CHISELED AROUND IT.  IT IS
 PD0635'LOCATED, 5.5 METERS (18.0 FT) NORTHWEST FROM THE TREE LINE,
 PD0635'4.1 METERS (13.5 FT) SOUTH FROM HIGH WATER LINE, 6.4 METERS
 PD0635'(20.934 FT) NORTH FROM A SURVEY MARK STAMPED---JAIL 1946---,
 PD0635'0.9 METERS (3.0 FT) ABOVE THE HIGH WATER LINE.
 PD0635'
 PD0635'HEIGHT OF LIGHT SHOWN WAS 1.4 METERS ABOVE THE MARK.
 PD0635'DESCRIBED BY G.E.L.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2417 ***********************************************************************
 OC2417  DESIGNATION -  JAKE 1900
 OC2417  PID         -  OC2417
 OC2417  STATE/COUNTY-  ME/YORK
 OC2417  USGS QUAD   -  PORTSMOUTH (1993)
 OC2417
 OC2417                         *CURRENT SURVEY CONTROL
 OC2417  ___________________________________________________________________
 OC2417* NAD 83(1996)-  43 05 48.07637(N)    070 46 43.09498(W)     ADJUSTED  
 OC2417* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 OC2417  ___________________________________________________________________
 OC2417  LAPLACE CORR-           3.39  (seconds)                    DEFLEC99
 OC2417  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 OC2417
 OC2417  HORZ ORDER  -  THIRD
 OC2417
 OC2417.The horizontal coordinates were established by classical geodetic methods
 OC2417.and adjusted by the National Geodetic Survey in March 1998..
 OC2417
 OC2417.The orthometric height was scaled from a topographic map.
 OC2417
 OC2417.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2417
 OC2417.The geoid height was determined by GEOID03.
 OC2417
 OC2417;                    North         East     Units Scale Factor Converg.
 OC2417;SPC ME W     -    29,437.411   850,179.218   MT  0.99999719   -0 25 05.3
 OC2417;SPC NH       -    66,665.933   372,294.903   MT  1.00003094   +0 36 24.3
 OC2417;SPC NH       -   218,719.82  1,221,437.53   sFT  1.00003094   +0 36 24.3
 OC2417;UTM  19      - 4,773,087.191   355,252.130   MT  0.99985775   -1 12 55.6
 OC2417
 OC2417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2417!SPC ME W     -   1.00000390  x   0.99999719  =   1.00000109
 OC2417!SPC NH       -   1.00000390  x   1.00003094  =   1.00003484
 OC2417!UTM  19      -   1.00000390  x   0.99985775  =   0.99986165
 OC2417
 OC2417:                Primary Azimuth Mark                     Grid Az
 OC2417:SPC ME W     -  COLE 1900                                103 23 57.7
 OC2417:SPC NH       -  COLE 1900                                102 22 28.1
 OC2417:UTM  19      -  COLE 1900                                104 11 48.0
 OC2417
 OC2417|---------------------------------------------------------------------|
 OC2417| PID    Reference Object                     Distance      Geod. Az  |
 OC2417|                                                           dddmmss.s |
 OC2417| OC2426 COLE 1900                           APPROX. 0.7 KM 1025852.4 |
 OC2417| OC2424 BOATHOUSE MRS DICKSONS S GABLE      APPROX. 0.7 KM 1041116.5 |
 OC2417| OC2420 CUTTS 1900                          295.773 METERS 14731     |
 OC2417| OC2408 HUNTRESS 1900                       450.993 METERS 2902923.6 |
 OC2417| OC2391 GREENACRE TALL FLAGSTAFF            APPROX. 2.2 KM 3195134.4 |
 OC2417| OC2392 GREENACRE HOTEL WEST CHIMNEY        APPROX. 2.1 KM 3215335.8 |
 OC2417| OC2411 BOILING ROCK 1900                   262.166 METERS 33237     |
 OC2417|---------------------------------------------------------------------|
 OC2417
 OC2417                          SUPERSEDED SURVEY CONTROL
 OC2417
 OC2417  NAD 83(1992)-  43 05 48.07545(N)    070 46 43.09499(W) AD(       ) 3
 OC2417  NAD 83(1986)-  43 05 48.07925(N)    070 46 43.10064(W) AD(       ) 3
 OC2417  NAD 27      -  43 05 47.75000(N)    070 46 44.90000(W) AD(       ) 3
 OC2417
 OC2417.Superseded values are not recommended for survey control.
 OC2417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2417.See file dsdata.txt to determine how the superseded data were derived.
 OC2417
 OC2417_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH5525273087(NAD 83)
 OC2417
 OC2417  HISTORY     - Date     Condition        Report By
 OC2417  HISTORY     - 1900     MONUMENTED       CGS
 OC2417  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OC2417
 OC2417                          STATION DESCRIPTION
 OC2417
 OC2417'DESCRIBED BY COAST AND GEODETIC SURVEY 1900 (WBF)
 OC2417'STATION IS IN THE TOWNSHIP OF SOUTH ELIOT, AT THE FIRST ROCKY
 OC2417'POINT DOWN THE RIVER FROM BOILING ROCK POINT.  THE STATION
 OC2417'IS MARKED BY A DRILL HOLE IN THE SOLID PROJECTING LEDGE AND IS
 OC2417'ABOUT 7 FEET ABOVE HIGH WATER.
 OC2417
 OC2417                          STATION RECOVERY (1943)
 OC2417
 OC2417'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 OC2417'THIS STATION WAS NOT RECOVERED.  THE 1900 DESCRIPTION IS
 OC2417'INADEQUATE FOR PRESENT DAY RECOVERY.  ONE HOUR WAS SPENT IN TRYING
 OC2417'TO LOCATE THIS STATION.
 OC2417'
 OC2417'IT IS RECOMMENDED THAT THIS STATION BE CLASSIFIED AS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0906 ***********************************************************************
 PD0906  DESIGNATION -  JAMES HEAD 1883
 PD0906  PID         -  PD0906
 PD0906  STATE/COUNTY-  ME/WASHINGTON
 PD0906  USGS QUAD   -  WEST LUBEC (1975)
 PD0906
 PD0906                         *CURRENT SURVEY CONTROL
 PD0906  ___________________________________________________________________
 PD0906* NAD 83(1996)-  44 45 43.23759(N)    067 02 57.75503(W)     ADJUSTED  
 PD0906* NAVD 88     -        37.     (meters)     121.     (feet)  SCALED    
 PD0906  ___________________________________________________________________
 PD0906  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 PD0906  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 PD0906
 PD0906  HORZ ORDER  -  THIRD
 PD0906
 PD0906.The horizontal coordinates were established by classical geodetic methods
 PD0906.and adjusted by the National Geodetic Survey in March 1998..
 PD0906
 PD0906.The orthometric height was scaled from a topographic map.
 PD0906
 PD0906.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0906
 PD0906.The geoid height was determined by GEOID03.
 PD0906
 PD0906;                    North         East     Units Scale Factor Converg.
 PD0906;SPC ME E     -   122,722.303   414,838.215   MT  1.00006212   +1 01 17.7
 PD0906;UTM  19      - 4,958,364.108   654,374.375   MT  0.99989306   +1 22 25.8
 PD0906
 PD0906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0906!SPC ME E     -   0.99999772  x   1.00006212  =   1.00005984
 PD0906!UTM  19      -   0.99999772  x   0.99989306  =   0.99989078
 PD0906
 PD0906                          SUPERSEDED SURVEY CONTROL
 PD0906
 PD0906  NAD 83(1992)-  44 45 43.23297(N)    067 02 57.75802(W) AD(       ) 3
 PD0906  NAD 83(1986)-  44 45 43.23013(N)    067 02 57.75943(W) AD(       ) 3
 PD0906  NAD 27      -  44 45 42.94100(N)    067 02 59.83200(W) AD(       ) 3
 PD0906
 PD0906.Superseded values are not recommended for survey control.
 PD0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0906.See file dsdata.txt to determine how the superseded data were derived.
 PD0906
 PD0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5437458364(NAD 83)
 PD0906
 PD0906  HISTORY     - Date     Condition        Report By
 PD0906  HISTORY     - 1883     MONUMENTED       CGS
 PD0906  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0906
 PD0906                          STATION DESCRIPTION
 PD0906
 PD0906'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0906'STATION IS ON THE HIGHEST PART OF JIMS HEAD, THE BOLD HEADLINE
 PD0906'AT THE E SIDE OF THE ENTRANCE TO BAILEYS MISTAKE.  THE HILL IS
 PD0906'FAIRLY CLEAR OF TREES AND BRUSH BUT THE ADJACENT HILLS ARE
 PD0906'DENSELY WOODED, SO VIEW IS CUT OFF EXCEPT TO THE SW AND
 PD0906'SEAWARD.  A TRAIL ALONG THE E SIDE OF BAILEYS MISTAKE RUNS
 PD0906'ALMOST TO THE STATION.  THERE IS A SMALL SPRUCE TREE ABOUT
 PD0906'A METER W OF THE STATION AND A SMALLER ONE (ABOUT 2 FEET HIGH)
 PD0906'ABOUT 2 FEET N OF THE STATION.  THE STATION IS MARKED BY A
 PD0906'3/4-INCH DRILL HOLE IN THE SOLID ROCK, WHICH IS 2-1/2 FEET
 PD0906'BELOW THE SURFACE OF THE GROUND.  THE OLD SIGNAL POLE WAS
 PD0906'SET OVER THE MARK AND SUPPORTED BY A PILE OF ROCKS.  THESE
 PD0906'ARE THE ONLY ROCKS ON THE HILL.
 PD0906'
 PD0906'NOT RECOVERED IN 1935 OR 1946.  HILL DENSELY WOODED AND LEDGE
 PD0906'COVERED BY 1 TO 3 FEET OF SOIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2305 ***********************************************************************
 PE2305  DESIGNATION -  JAMESON POINT WHITE HOUSE CHIM
 PE2305  PID         -  PE2305
 PE2305  STATE/COUNTY-  ME/KNOX
 PE2305  USGS QUAD   -  ROCKLAND (1979)
 PE2305
 PE2305                         *CURRENT SURVEY CONTROL
 PE2305  ___________________________________________________________________
 PE2305* NAD 83(1996)-  44 07 00.61894(N)    069 05 10.90150(W)     ADJUSTED  
 PE2305* NAVD 88     -                                                        
 PE2305  ___________________________________________________________________
 PE2305  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 PE2305  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 PE2305
 PE2305  HORZ ORDER  -  THIRD
 PE2305
 PE2305.The horizontal coordinates were established by classical geodetic methods
 PE2305.and adjusted by the National Geodetic Survey in March 1998..
 PE2305
 PE2305
 PE2305.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2305
 PE2305.The geoid height was determined by GEOID03.
 PE2305
 PE2305;                    North         East     Units Scale Factor Converg.
 PE2305;SPC ME E     -    50,180.839   253,067.231   MT  0.99992708   -0 24 29.5
 PE2305;UTM  19      - 4,884,853.605   493,089.643   MT  0.99960059   -0 03 36.4
 PE2305
 PE2305                          SUPERSEDED SURVEY CONTROL
 PE2305
 PE2305  NAD 83(1992)-  44 07 00.62437(N)    069 05 10.88207(W) AD(       ) 4
 PE2305  NAD 83(1986)-  44 07 00.62881(N)    069 05 10.88893(W) AD(       ) 4
 PE2305  NAD 27      -  44 07 00.33000(N)    069 05 12.74000(W) AD(       ) 3
 PE2305
 PE2305.Superseded values are not recommended for survey control.
 PE2305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2305.See file dsdata.txt to determine how the superseded data were derived.
 PE2305
 PE2305_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ9309084854(NAD 83)
 PE2305
 PE2305  HISTORY     - Date     Condition        Report By
 PE2305  HISTORY     - UNK      MONUMENTED
 PE2305  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2305  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2305
 PE2305                          STATION DESCRIPTION
 PE2305
 PE2305'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2305'THE STATION IS LOST.
 PE2305
 PE2305                          STATION RECOVERY (1943)
 PE2305
 PE2305'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2305'LISTED AS LOST IN 1934.  ACCORDING TO PRESENT OWNERS OF THE HOUSE,
 PE2305'THE OLD HOUSE HAS BEEN DESTROYED AND WAS A LITTLE TO THE NE OF
 PE2305'THE NEW HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2295 ***********************************************************************
 PE2295  DESIGNATION -  JAMESON PT SAMOSET HOTEL TANK
 PE2295  PID         -  PE2295
 PE2295  STATE/COUNTY-  ME/KNOX
 PE2295  USGS QUAD   -  ROCKLAND (1979)
 PE2295
 PE2295                         *CURRENT SURVEY CONTROL
 PE2295  ___________________________________________________________________
 PE2295* NAD 83(1996)-  44 07 06.82126(N)    069 05 08.26916(W)     ADJUSTED  
 PE2295* NAVD 88     -                                                        
 PE2295  ___________________________________________________________________
 PE2295  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 PE2295  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 PE2295
 PE2295  HORZ ORDER  -  THIRD
 PE2295
 PE2295.The horizontal coordinates were established by classical geodetic methods
 PE2295.and adjusted by the National Geodetic Survey in March 1998..
 PE2295
 PE2295
 PE2295.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2295
 PE2295.The geoid height was determined by GEOID03.
 PE2295
 PE2295;                    North         East     Units Scale Factor Converg.
 PE2295;SPC ME E     -    50,371.839   253,127.119   MT  0.99992701   -0 24 27.7
 PE2295;SPC ME W     -   143,354.984   986,530.244   MT  1.00005872   +0 45 09.4
 PE2295;UTM  19      - 4,885,044.902   493,148.351   MT  0.99960058   -0 03 34.6
 PE2295
 PE2295                          SUPERSEDED SURVEY CONTROL
 PE2295
 PE2295  NAD 83(1992)-  44 07 06.82613(N)    069 05 08.24930(W) AD(       ) 4
 PE2295  NAD 83(1986)-  44 07 06.82969(N)    069 05 08.25513(W) AD(       ) 4
 PE2295  NAD 27      -  44 07 06.53500(N)    069 05 10.10800(W) AD(       ) 3
 PE2295
 PE2295.Superseded values are not recommended for survey control.
 PE2295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2295.See file dsdata.txt to determine how the superseded data were derived.
 PE2295
 PE2295_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ9314885045(NAD 83)
 PE2295
 PE2295  HISTORY     - Date     Condition        Report By
 PE2295  HISTORY     - 1934     MONUMENTED       CGS
 PE2295  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2295  HISTORY     - 1954     SEE DESCRIPTION  CGS
 PE2295  HISTORY     - 1962     SEE DESCRIPTION  CGS
 PE2295  HISTORY     - 19940919 GOOD             USPSQD
 PE2295  HISTORY     - 20011103 MARK NOT FOUND   USPSQD
 PE2295  HISTORY     - 20011103 MARK NOT FOUND   USPSQD
 PE2295  HISTORY     - 20031008 MARK NOT FOUND   USPSQD
 PE2295  HISTORY     - 20031008 MARK NOT FOUND   USPSQD
 PE2295
 PE2295                          STATION DESCRIPTION
 PE2295
 PE2295'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2295'THE CENTER OF THE BLACK WATER TANK AT THE SAMOSET HOTEL ON
 PE2295'JAMESON POINT WHICH IS ON THE N SHORE OF ROCKLAND HARBOR AT
 PE2295'THE N END OF THE ROCKLAND BREAKWATER.
 PE2295
 PE2295                          STATION RECOVERY (1943)
 PE2295
 PE2295'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2295'RECOVERED AS DESCRIBED IN 1934 WITH THE FOLLOWING ADDITIONS--
 PE2295'
 PE2295'THE TANK IS ABOUT 180 FEET HIGH AND HAS SAM-O-SET WRITTEN IN
 PE2295'WHITE LETTERS ON THE W SIDE OF THE TANK.  IT IS 47.0 METERS
 PE2295'NW FROM THE NW CORNER OF TENNIS COURT, AND 69.0 METERS N FROM
 PE2295'SW CORNER OF TENNIS COURT.
 PE2295
 PE2295                          STATION RECOVERY (1954)
 PE2295
 PE2295'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HOF)
 PE2295'THIS STATION WAS USED AS A HYDROGRAPHIC SIGNAL IN 1954, BUT
 PE2295'THE STATION WAS NOT VISITED.
 PE2295
 PE2295                          STATION RECOVERY (1962)
 PE2295
 PE2295'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WFD)
 PE2295'RECOVERED AS DESCRIBED IN 1943.
 PE2295
 PE2295                          STATION RECOVERY (1994)
 PE2295
 PE2295'RECOVERY NOTE BY US POWER SQUADRON 1994
 PE2295'RECOVERED IN GOOD CONDITION.
 PE2295
 PE2295                          STATION RECOVERY (2001)
 PE2295
 PE2295'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 PE2295'THE GENERAL MANAGER OF THE SAMOSET HOTEL SAID THAT, TO THE BEST OF HIS
 PE2295'KNOWLDEGE, THE TANK HAS BEEN GONE ABOUT 10 YEARS.
 PE2295
 PE2295                          STATION RECOVERY (2001)
 PE2295
 PE2295'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 PE2295'THIS TANK HAS BEEN DISMANTLED AND NO LONGER EXISTS
 PE2295
 PE2295                          STATION RECOVERY (2003)
 PE2295
 PE2295'RECOVERY NOTE BY US POWER SQUADRON 2003 (RMS)
 PE2295'MARK NOT FOUND.
 PE2295
 PE2295                          STATION RECOVERY (2003)
 PE2295
 PE2295'RECOVERY NOTE BY US POWER SQUADRON 2003 (RMS)
 PE2295'THERE IS NO LONGER A TANK AT THE SAMOSET HOTEL ON JAMISON POINT,
 PE2295'ROCKLAND, ME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0493 ***********************************************************************
 OB0493  DESIGNATION -  JAMISON LEDGE BEACON
 OB0493  PID         -  OB0493
 OB0493  STATE/COUNTY-  ME/SAGADAHOC
 OB0493  USGS QUAD   -  BAILEY ISLAND (1990)
 OB0493
 OB0493                         *CURRENT SURVEY CONTROL
 OB0493  ___________________________________________________________________
 OB0493* NAD 83(1996)-  43 44 46.95117(N)    069 52 49.04683(W)     ADJUSTED  
 OB0493* NAVD 88     -                                                        
 OB0493  ___________________________________________________________________
 OB0493  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 OB0493  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 OB0493
 OB0493  HORZ ORDER  -  THIRD
 OB0493
 OB0493.The horizontal coordinates were established by classical geodetic methods
 OB0493.and adjusted by the National Geodetic Survey in March 1998..
 OB0493
 OB0493
 OB0493.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0493
 OB0493.The geoid height was determined by GEOID03.
 OB0493
 OB0493;                    North         East     Units Scale Factor Converg.
 OB0493;SPC ME W     -   101,473.971   923,065.973   MT  0.99997321   +0 11 52.9
 OB0493;UTM  19      - 4,844,080.435   429,123.394   MT  0.99966179   -0 36 31.4
 OB0493
 OB0493                          SUPERSEDED SURVEY CONTROL
 OB0493
 OB0493  NAD 83(1992)-  43 44 46.94885(N)    069 52 49.04607(W) AD(       ) 4
 OB0493  NAD 83(1986)-  43 44 46.95462(N)    069 52 49.05164(W) AD(       ) 4
 OB0493  NAD 27      -  43 44 46.65200(N)    069 52 50.88200(W) AD(       ) 3
 OB0493
 OB0493.Superseded values are not recommended for survey control.
 OB0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0493.See file dsdata.txt to determine how the superseded data were derived.
 OB0493
 OB0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ2912344080(NAD 83)
 OB0493
 OB0493  HISTORY     - Date     Condition        Report By
 OB0493  HISTORY     - UNK      MONUMENTED
 OB0493  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OB0493  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0493
 OB0493                          STATION DESCRIPTION
 OB0493
 OB0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OB0493'THIS STATION RECOVERED.  ALSO DETERMINED IN 1933.
 OB0493
 OB0493                          STATION RECOVERY (1942)
 OB0493
 OB0493'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OB0493'THIS BEACON IS IDENTICAL WITH GOUDY LEDGE BEACON WHICH LIES
 OB0493'ABOUT 1-1/2 MILES NNW.  THE BEACON CONSISTS OF A TAPERED IRON
 OB0493'POLE ABOUT 20 FEET HIGH SUPPORTING A STEEL SPHERICAL BASKET.  THE
 OB0493'BEACON IS AT THE S END OF THE HIGHEST PART OF THE LEDGE.  THE
 OB0493'LEDGE FALLS OFF SHARPLY TO THE S.
 OB0493'
 OB0493'NOTE-THIS STATION COULD NOT BE VERIFIED BY PHOTO
 OB0493'COMPILATION.  IDENTIFICATION BY FIELD INSPECTION PARTY
 OB0493'BELIEVED TO BE INCORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2761 ***********************************************************************
 OC2761  DESIGNATION -  JAN
 OC2761  PID         -  OC2761
 OC2761  STATE/COUNTY-  ME/OXFORD
 OC2761  USGS QUAD   -  CORNISH (1964)
 OC2761
 OC2761                         *CURRENT SURVEY CONTROL
 OC2761  ___________________________________________________________________
 OC2761* NAD 83(1996)-  43 49 15.76515(N)    070 51 36.92134(W)     ADJUSTED  
 OC2761* NAVD 88     -       132.3    (meters)     434.     (feet)  VERTCON   
 OC2761  ___________________________________________________________________
 OC2761  LAPLACE CORR-           2.82  (seconds)                    DEFLEC99
 OC2761  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 OC2761
 OC2761  HORZ ORDER  -  SECOND
 OC2761
 OC2761.The horizontal coordinates were established by classical geodetic methods
 OC2761.and adjusted by the National Geodetic Survey in March 1998..
 OC2761
 OC2761.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2761.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2761
 OC2761.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2761
 OC2761.The geoid height was determined by GEOID03.
 OC2761
 OC2761;                    North         East     Units Scale Factor Converg.
 OC2761;SPC ME W     -   109,964.173   844,204.713   MT  1.00000494   -0 28 48.9
 OC2761;UTM  19      - 4,853,678.904   350,406.961   MT  0.99987525   -1 17 17.9
 OC2761
 OC2761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2761!SPC ME W     -   0.99998350  x   1.00000494  =   0.99998844
 OC2761!UTM  19      -   0.99998350  x   0.99987525  =   0.99985875
 OC2761
 OC2761:                Primary Azimuth Mark                     Grid Az
 OC2761:SPC ME W     -  BARKER                                   149 52 42.3
 OC2761:UTM  19      -  BARKER                                   150 41 11.3
 OC2761
 OC2761|---------------------------------------------------------------------|
 OC2761| PID    Reference Object                     Distance      Geod. Az  |
 OC2761|                                                           dddmmss.s |
 OC2761| OC2759 BARKER                              APPROX. 3.2 KM 1492353.4 |
 OC2761| CE8254 JAN RM 2                              5.679 METERS 16412     |
 OC2761| CE8253 JAN RM 1                              5.340 METERS 33404     |
 OC2761|---------------------------------------------------------------------|
 OC2761
 OC2761                          SUPERSEDED SURVEY CONTROL
 OC2761
 OC2761  NAD 83(1992)-  43 49 15.76483(N)    070 51 36.92344(W) AD(       ) 2
 OC2761  NAD 83(1986)-  43 49 15.77301(N)    070 51 36.92808(W) AD(       ) 2
 OC2761  NAD 27      -  43 49 15.50818(N)    070 51 38.69860(W) AD(       ) 2
 OC2761  NGVD 29 (07/19/86)  132.5    (m)          435.     (f) VERT ANG       
 OC2761
 OC2761.Superseded values are not recommended for survey control.
 OC2761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2761.See file dsdata.txt to determine how the superseded data were derived.
 OC2761
 OC2761_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ5040753679(NAD 83)
 OC2761_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OC2761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC2761_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC2761
 OC2761  HISTORY     - Date     Condition        Report By
 OC2761  HISTORY     - 1976     MONUMENTED       NGS
 OC2761  HISTORY     - 20040415 GOOD             GEOCAC
 OC2761
 OC2761                          STATION DESCRIPTION
 OC2761
 OC2761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2761'THE STATION IS LOCATED ABOUT 1 MILE NORTH OF THE YORK-OXFORD
 OC2761'COUNTY LINE, 3 MILES WEST-NORTHWEST OF CORNISH AND 1.5 MILES
 OC2761'NORTHEAST OF KEZAR FALLS.
 OC2761'
 OC2761'TO REACH THE STATION FROM THE WEST ONE OF TWO JUNCTIONS
 OC2761'OF STATE ROUTES 5 AND 25 IN CORNISH, GO WESTERLY ON ROUTE
 OC2761'25 FOR 0.15 MILE TO A SIDE ROAD RIGHT. TURN RIGHT AND GO
 OC2761'WESTERLY FOR 0.55 MILE TO THE HIRAM-CORNISH TOWN LINE, THE
 OC2761'OXFORD-YORK COUNTY LINE AND A BRIDGE OVER THE OSSIPPEE RIVER.
 OC2761'HERE CONTINUE ON THE SAME ROAD FOR 1.45 MILES TO A SIDE ROAD
 OC2761'RIGHT. TURN RIGHT AND GO NORTHERLY ON A PAVED ROAD FOR 0.95
 OC2761'MILE TO THE STATION ON THE LEFT.
 OC2761'
 OC2761'THE STATION MARKS, STAMPED---JAN 1976---, ARE STANDARD DISKS.
 OC2761'THE SURFACE MARK IS
 OC2761'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST WHICH
 OC2761'IS FLUSH WITH THE GROUND SURFACE. IT IS 4.5 FEET WEST OF A
 OC2761'METAL WITNESS POST, 40.0 FEET WEST OF A TWIN 18-INCH PINE
 OC2761'TREE, 20.5 FEET WEST OF THE CENTERLINE OF THE ROAD AND 32.0
 OC2761'FEET SOUTH OF A POWER POLE NUMBERED 30. THE UNDERGROUND MARK
 OC2761'IS SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 48 INCHES BELOW
 OC2761'THE GROUND SURFACE.
 OC2761'
 OC2761'REFERENCE MARK 1, STAMPED---JAN NO 1 1976---, IS A STANDARD
 OC2761'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST
 OC2761'WHICH IS FLUSH WITH THE GROUND SURFACE. IT IS 15.5 FEET SOUTH
 OC2761'OF A POLE NUMBERED 30, 21.5 FEET WEST OF THE CENTERLINE OF
 OC2761'THE ROAD, 48.5 FEET WEST-NORTHWEST OF A TWIN 18-INCH PINE
 OC2761'TREE AND 18.5 FEET NORTH-NORTHWEST OF A METAL WITNESS POST.
 OC2761'
 OC2761'REFERENCE MARK 2, STAMPED---JAN NO 2 1976---, IS A STANDARD
 OC2761'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST
 OC2761'WHICH IS FLUSH WITH THE GROUND SURFACE. IT IS 19.5 FEET SOUTH
 OC2761'OF A METAL WITNESS POST, 22.0 FEET WEST OF THE CENTERLINE
 OC2761'OF THE ROAD AND 41.0 FEET WEST-SOUTHWEST OF A TWIN
 OC2761'18-INCH PINE TREE.
 OC2761'
 OC2761'STATION BARKER CAN BE USED AS AN AZIMUTH MARK.
 OC2761'
 OC2761'THE HEIGHT OF THE LIGHT ABOVE THE STATION WAS 0.90 METERS.
 OC2761'
 OC2761'DESCRIBED BY PHILIP H. PARENT JR.
 OC2761
 OC2761                          STATION RECOVERY (2004)
 OC2761
 OC2761'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 OC2761'RECOVERED AS DESCRIBED. ALL MARKS WERE BURIED WITH TIME. RM NO. 2 IS
 OC2761'HIP DEEP IN JUNIPER BUSHES. ALL RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1556 ***********************************************************************
 OC1556  DESIGNATION -  JAQUISH
 OC1556  PID         -  OC1556
 OC1556  STATE/COUNTY-  ME/CUMBERLAND
 OC1556  USGS QUAD   -  SOUTH HARPSWELL (1975)
 OC1556
 OC1556                         *CURRENT SURVEY CONTROL
 OC1556  ___________________________________________________________________
 OC1556* NAD 83(1996)-  43 42 52.61141(N)    070 00 09.26772(W)     ADJUSTED  
 OC1556* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 OC1556  ___________________________________________________________________
 OC1556  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 OC1556  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 OC1556
 OC1556  HORZ ORDER  -  THIRD
 OC1556
 OC1556.The horizontal coordinates were established by classical geodetic methods
 OC1556.and adjusted by the National Geodetic Survey in March 1998..
 OC1556
 OC1556.The orthometric height was scaled from a topographic map.
 OC1556
 OC1556.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1556
 OC1556.The geoid height was determined by GEOID03.
 OC1556
 OC1556;                    North         East     Units Scale Factor Converg.
 OC1556;SPC ME W     -    97,918.441   913,223.700   MT  0.99996882   +0 06 48.2
 OC1556;UTM  19      - 4,840,664.821   419,235.016   MT  0.99968023   -0 41 34.4
 OC1556
 OC1556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1556!SPC ME W     -   1.00000283  x   0.99996882  =   0.99997165
 OC1556!UTM  19      -   1.00000283  x   0.99968023  =   0.99968306
 OC1556
 OC1556:                Primary Azimuth Mark                     Grid Az
 OC1556:SPC ME W     -  BAILEY IS S END BUNGOLOW E GAB           022 23 12.6
 OC1556:UTM  19      -  BAILEY IS S END BUNGOLOW E GAB           023 11 35.2
 OC1556
 OC1556|---------------------------------------------------------------------|
 OC1556| PID    Reference Object                     Distance      Geod. Az  |
 OC1556|                                                           dddmmss.s |
 OC1556| OB0622 BAILEY IS S END BUNGOLOW E GAB      APPROX. 0.6 KM 0223000.8 |
 OC1556| CE8255 JAQUISH RM 1                         13.736 METERS 02853     |
 OC1556| OB0472 BALD HEAD LEDGE BEACON              APPROX.12.1 KM 0981741.5 |
 OC1556| OC1529 HALFWAY ROCK LIGHTHOUSE 1904        APPROX. 7.1 KM 2025953.7 |
 OC1556| OC1526 DUNKERS LEDGE BEACON                APPROX. 3.6 KM 2153507.3 |
 OC1556| OC1527 MARK IS STONE BEACON                APPROX. 2.4 KM 2551409.9 |
 OC1556| CE8256 JAQUISH RM 2                         15.790 METERS 26427     |
 OC1556| OC1533 EAGLE ISLAND HOUSE CHIMNEY          APPROX. 4.0 KM 2662151.1 |
 OC1556| OC1555 BAILEY IS CHIM CEN GR ROOF HSE      349.538 METERS 34356     |
 OC1556|---------------------------------------------------------------------|
 OC1556
 OC1556                          SUPERSEDED SURVEY CONTROL
 OC1556
 OC1556  NAD 83(1992)-  43 42 52.60926(N)    070 00 09.26773(W) AD(       ) 3
 OC1556  NAD 83(1986)-  43 42 52.61514(N)    070 00 09.27310(W) AD(       ) 3
 OC1556  NAD 27      -  43 42 52.31100(N)    070 00 11.10300(W) AD(       ) 3
 OC1556
 OC1556.Superseded values are not recommended for survey control.
 OC1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1556.See file dsdata.txt to determine how the superseded data were derived.
 OC1556
 OC1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ1923540665(NAD 83)
 OC1556
 OC1556  HISTORY     - Date     Condition        Report By
 OC1556  HISTORY     - 1933     MONUMENTED       CGS
 OC1556  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OC1556
 OC1556                          STATION DESCRIPTION
 OC1556
 OC1556'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1556'STATION IS ON JAQUISH ISLAND, WHICH IS JUST S OF BAILEYS ISLAND
 OC1556'AND E OF MERICONEAG SOUND, AND ABOUT 4-1/2 MILES NE FROM
 OC1556'HALFWAY ROCK LIGHTHOUSE.
 OC1556'
 OC1556'THE STATION IS ON ONE OF THE HIGHEST LEDGES AND NEAR THE
 OC1556'CENTER OF THE ISLAND.  IT IS ON RANGE WITH A GREEN-ROOFED
 OC1556'2-STORY HOUSE ON BAILEYS ISLAND AND A WINDMILL JUST E OF THE
 OC1556'HOUSE.  IT IS ABOUT 110 METERS FROM HIGH-WATER LINE ON THE N
 OC1556'SHORE, AND ABOUT 60 METERS FROM A PEBBLE BEACH ON THE W SHORE.
 OC1556'
 OC1556'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 OC1556'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 OC1556'
 OC1556'THERE ARE THREE ANCHOR BOLTS FORMING A TRIANGLE AROUND THE
 OC1556'STATION.  0.43 METER N, 0.44 METER SE, AND 0.42 METER SW.
 OC1556'
 OC1556'REFERENCE MARK NO. 1 IS IN THE SAME LEDGE AND JUST N OF THE
 OC1556'STATION.
 OC1556'
 OC1556'REFERENCE MARK NO. 2 IS W OF THE STATION IN A LEDGE WHICH IS
 OC1556'ABOUT 1.0 METER LOWER THAN THE STATION.
 OC1556'
 OC1556'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.25 METERS.
 OC1556
 OC1556                          STATION RECOVERY (1942)
 OC1556
 OC1556'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OC1556'RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1090 ***********************************************************************
 PF1090  DESIGNATION -  JAY
 PF1090  PID         -  PF1090
 PF1090  STATE/COUNTY-  ME/OXFORD
 PF1090  USGS QUAD   -  MECHANIC FALLS (1981)
 PF1090
 PF1090                         *CURRENT SURVEY CONTROL
 PF1090  ___________________________________________________________________
 PF1090* NAD 83(1996)-  44 05 04.42625(N)    070 28 50.89655(W)     ADJUSTED  
 PF1090* NAVD 88     -       150.5    (meters)     494.     (feet)  VERTCON   
 PF1090  ___________________________________________________________________
 PF1090  LAPLACE CORR-           3.70  (seconds)                    DEFLEC99
 PF1090  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 PF1090
 PF1090  HORZ ORDER  -  SECOND
 PF1090
 PF1090.The horizontal coordinates were established by classical geodetic methods
 PF1090.and adjusted by the National Geodetic Survey in March 1998..
 PF1090
 PF1090.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF1090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF1090
 PF1090.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1090
 PF1090.The geoid height was determined by GEOID03.
 PF1090
 PF1090;                    North         East     Units Scale Factor Converg.
 PF1090;SPC ME W     -   139,057.059   874,840.840   MT  0.99997445   -0 13 06.8
 PF1090;UTM  19      - 4,882,331.088   381,446.116   MT  0.99977286   -1 01 49.2
 PF1090
 PF1090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1090!SPC ME W     -   0.99998059  x   0.99997445  =   0.99995504
 PF1090!UTM  19      -   0.99998059  x   0.99977286  =   0.99975345
 PF1090
 PF1090|---------------------------------------------------------------------|
 PF1090| PID    Reference Object                     Distance      Geod. Az  |
 PF1090|                                                           dddmmss.s |
 PF1090| CE8044 JAY RM 1                             18.579 METERS 01321     |
 PF1090| CE8045 JAY RM 2                             11.879 METERS 13149     |
 PF1090| PF1124 BELL HILL MEETING HOUSE             APPROX. 6.3 KM 2733413.1 |
 PF1090| PF1103 GREENWOOD ATT MICROWAVE             APPROX.26.0 KM 3351100.8 |
 PF1090| PF1116 SUE                                 APPROX. 5.9 KM 3421821.0 |
 PF1090|---------------------------------------------------------------------|
 PF1090
 PF1090                          SUPERSEDED SURVEY CONTROL
 PF1090
 PF1090  NAD 83(1992)-  44 05 04.42566(N)    070 28 50.89717(W) AD(       ) 2
 PF1090  NAD 83(1986)-  44 05 04.43256(N)    070 28 50.90127(W) AD(       ) 2
 PF1090  NAD 27      -  44 05 04.17362(N)    070 28 52.69225(W) AD(       ) 2
 PF1090  NGVD 29 (07/19/86)  150.7    (m)          494.     (f) VERT ANG       
 PF1090
 PF1090.Superseded values are not recommended for survey control.
 PF1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1090.See file dsdata.txt to determine how the superseded data were derived.
 PF1090
 PF1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ8144682331(NAD 83)
 PF1090_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PF1090_SETTING: 66 = SET IN ROCK OUTCROP
 PF1090
 PF1090  HISTORY     - Date     Condition        Report By
 PF1090  HISTORY     - 1976     MONUMENTED       NGS
 PF1090
 PF1090                          STATION DESCRIPTION
 PF1090
 PF1090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 PF1090'THE STATION IS LOCATED ABOUT 3.5 MILES SOUTH-SOUTHEAST OF
 PF1090'OXFORD, 5 MILES WEST-SOUTHWEST OF MECHANIC FALLS AND 4.5
 PF1090'MILES WEST-NORTHWEST OF POLAND ON PROPERTY OWNED BY M. M. AND
 PF1090'DOROTHY PERKINS.
 PF1090'
 PF1090'TO REACH THE STATION FROM THE POST OFFICE IN OXFORD, GO EAST
 PF1090'ON STATE ROUTE 121 FOR 0.45 MILE TO A T-INTERSECTION. TURN
 PF1090'RIGHT, GO SOUTH ON A PAVED ROAD FOR 1.4 MILES TO A FORK. BEAR
 PF1090'RIGHT, GO SOUTH ON A PAVED ROAD 2.3 MILES TO A FIELD ENTRANCE
 PF1090'ON THE RIGHT. TURN RIGHT, GO WEST AND NORTH FOR 0.1 MILE TO THE
 PF1090'STATION ON THE LEFT IN OUTCROPPING BEDROCK.
 PF1090'
 PF1090'THE STATION MARK, STAMPED---JAY 1976---, IS A STANDARD DISK
 PF1090'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK. IT IS 62.0
 PF1090'FEET EAST OF THE WOODS LINE AND 4.5 FEET NORTH-NORTHEAST OF A
 PF1090'METAL WITNESS POST.
 PF1090'
 PF1090'REFERENCE MARK 1, STAMPED---JAY NO 1 1976---, IS A STANDARD
 PF1090'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK. IT IS
 PF1090'93.0 FEET EAST OF THE WOODS LINE AND 65.5 FEET NORTH-NORTHEAST
 PF1090'OF THE METAL WITNESS POST NEAR THE STATION.
 PF1090'
 PF1090'REFERENCE MARK 2, STAMPED---JAY NO 2 1976---, IS A STANDARD
 PF1090'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK. IT IS
 PF1090'71.0 FEET EAST OF THE WOODS LINE AND 36.5 FEET SOUTH-SOUTHEAST
 PF1090'OF THE METAL WITNESS POST NEAR THE STATION.
 PF1090'
 PF1090'STATION SUE CAN BE USED AS AN AZIMUTH MARK.
 PF1090'
 PF1090'THE HEIGHT OF LIGHT ABOVE THE STATION WAS 1.5 METERS.
 PF1090'
 PF1090'DESCRIBED BY JOHN R. HIGGINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1120 ***********************************************************************
 OC1120  DESIGNATION -  JEAN
 OC1120  PID         -  OC1120
 OC1120  STATE/COUNTY-  ME/CUMBERLAND
 OC1120  USGS QUAD   -  YARMOUTH (1975)
 OC1120
 OC1120                         *CURRENT SURVEY CONTROL
 OC1120  ___________________________________________________________________
 OC1120* NAD 83(1996)-  43 45 50.02572(N)    070 12 22.62834(W)     ADJUSTED  
 OC1120* NAVD 88     -        26.302  (meters)      86.29   (feet)  ADJUSTED  
 OC1120  ___________________________________________________________________
 OC1120  LAPLACE CORR-           3.23  (seconds)                    DEFLEC99
 OC1120  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 OC1120  DYNAMIC HT  -          26.299 (meters)      86.28  (feet)  COMP
 OC1120  MODELED GRAV-     980,504.3   (mgal)                       NAVD 88
 OC1120
 OC1120  HORZ ORDER  -  SECOND
 OC1120  VERT ORDER  -  SECOND    CLASS I
 OC1120
 OC1120.The horizontal coordinates were established by classical geodetic methods
 OC1120.and adjusted by the National Geodetic Survey in March 1998..
 OC1120
 OC1120.The orthometric height was determined by differential leveling
 OC1120.and adjusted by the National Geodetic Survey in June 1991..
 OC1120
 OC1120.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1120
 OC1120.The geoid height was determined by GEOID03.
 OC1120
 OC1120.The dynamic height is computed by dividing the NAVD 88
 OC1120.geopotential number by the normal gravity value computed on the
 OC1120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1120.degrees latitude (g = 980.6199 gals.).
 OC1120
 OC1120.The modeled gravity was interpolated from observed gravity values.
 OC1120
 OC1120;                    North         East     Units Scale Factor Converg.
 OC1120;SPC ME W     -   103,381.491   896,809.844   MT  0.99996679   -0 01 38.7
 OC1120;UTM  19      - 4,846,356.873   402,904.104   MT  0.99971596   -0 50 04.0
 OC1120
 OC1120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1120!SPC ME W     -   0.99999998  x   0.99996679  =   0.99996677
 OC1120!UTM  19      -   0.99999998  x   0.99971596  =   0.99971594
 OC1120
 OC1120|---------------------------------------------------------------------|
 OC1120| PID    Reference Object                     Distance      Geod. Az  |
 OC1120|                                                           dddmmss.s |
 OC1120| OC1119 JEAN RM 1                            19.073 METERS 10405     |
 OC1120| OC1121 JEAN AZ MK                                         1880044.0 |
 OC1120|---------------------------------------------------------------------|
 OC1120
 OC1120                          SUPERSEDED SURVEY CONTROL
 OC1120
 OC1120  NAD 83(1992)-  43 45 50.02431(N)    070 12 22.62881(W) AD(       ) 2
 OC1120  NAD 83(1986)-  43 45 50.03017(N)    070 12 22.63412(W) AD(       ) 2
 OC1120  NAD 27      -  43 45 49.74008(N)    070 12 24.45955(W) AD(       ) 2
 OC1120  NGVD 29 (??/??/92)   26.508  (m)           86.97   (f) ADJ UNCH    2 1
 OC1120
 OC1120.Superseded values are not recommended for survey control.
 OC1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1120.See file dsdata.txt to determine how the superseded data were derived.
 OC1120
 OC1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0290446357(NAD 83)
 OC1120_MARKER: DD = SURVEY DISK
 OC1120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC1120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OC1120_STAMPING: JEAN 1974
 OC1120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC1120+STABILITY: SURFACE MOTION
 OC1120
 OC1120  HISTORY     - Date     Condition        Report By
 OC1120  HISTORY     - 1975     MONUMENTED       MEDT
 OC1120  HISTORY     - 1975     GOOD             MEDT
 OC1120
 OC1120                          STATION DESCRIPTION
 OC1120
 OC1120'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975 (RCA)
 OC1120'THE STATION IS LOCATED IN THE TOWN OF CUMBERLAND, IN A STRIP OF
 OC1120'LAND BETWEEN INTERSTATE HIGHWAY 95 AND U.S. ROUTE 1.  IT IS
 OC1120'ABOUT 3-1/2 MILES SOUTHEAST OF CUMBERLAND CENTER, 3 MILES
 OC1120'SOUTHWEST OF YARMOUTH AND 3-1/4 MILES WEST OF COUSINS ISLAND.  ON
 OC1120'LAND OWNED BY THE STATE OF MAINE.
 OC1120'
 OC1120'TO REACH THE STATION FROM THE U.S. POST OFFICE IN YARMOUTH,
 OC1120'PROCEED EAST ON MAIN STREET FOR 0.05 MILE TO THE U.S. ROUTE 1
 OC1120'ENTRANCE RAMP ON THE LEFT, TURN LEFT ONTO THE ENTRANCE RAMP AND
 OC1120'PROCEED SOUTH ON U.S. ROUTE 1 FOR 1.5 MILES TO THE
 OC1120'YARMOUTH/CUMBERLAND TOWNLINE, CONTINUE SOUTH ALONG U.S. ROUTE 1
 OC1120'FOR 1.45 MILES TO THE STATION MARK ON THE RIGHT.
 OC1120'
 OC1120'THE STATION MARK IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 OC1120'DISC SET IN A 12-INCH CYLINDRICAL CONCRETE POST.  THE STATION
 OC1120'MARK IS STAMPED JEAN 1974, AND IS ABOUT 2 INCHES BELOW THE
 OC1120'SURFACE OF THE GROUND.  THE SUBSURFACE MARK IS AN ALUMINUM DISC
 OC1120'STAMPED JEAN 1974, SET IN A IRREGULAR MASS OF CONCRETE ABOUT 53
 OC1120'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 6.6 FEET
 OC1120'SOUTH-SOUTHWEST OF A METAL WITNESS POST, 57.3 FEET
 OC1120'EAST-SOUTHEAST OF THE CENTERLINE OF INTERSTATE HIGHWAY 95, 114.1
 OC1120'FEET WEST-NORTHWEST OF THE CENTERLINE OF U.S. ROUTE
 OC1120'1, 25.5 FEET WEST-NORTHWEST OF A WOVEN WIRE FENCE, AND
 OC1120'ABOUT 3 FEET ABOVE THE SURFACE OF INTERSTATE HIGHWAY 95.
 OC1120'
 OC1120'THE AZIMUTH MARK IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 OC1120'DISC SET IN ROCK LEDGE, STAMPED AZ MK JEAN 1974, IT IS 12.2 FEET
 OC1120'NORTHWEST OF A 5-INCH WHITE PINE WITH A METAL WITNESS SIGN, 24.3
 OC1120'FEET SOUTHWEST OF AN 8-INCH NORWAY PINE, 5.5 FEET SOUTHEAST OF
 OC1120'THE FACE OF THE LEDGE, 43.0 FEET SOUTHEAST OF THE CENTERLINE OF
 OC1120'U.S. ROUTE 1, AND ABOUT 10 FEET ABOVE THE SURFACE OF U.S. ROUTE
 OC1120'1.
 OC1120'
 OC1120'REFERENCE MARK 1 IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 OC1120'DISC SET IN A 12-INCH CYLINDRICAL CONCRETE POST, THAT IS ABOUT
 OC1120'4-INCHES BELOW THE SURFACE OF THE GROUND, IT IS STAMPED RM 1
 OC1120'JEAN 1974.  IT IS 5.9 FEET SOUTH-SOUTHWEST OF A METAL WITNESS
 OC1120'POST, 119.9 FEET EAST-SOUTHEAST OF THE CENTERLINE OF INTERSTATE
 OC1120'HIGHWAY 95, 51.5 FEET WEST-NORTHWEST OF THE CENTERLINE OF
 OC1120'U.S. ROUTE 1, 36.9 FEET EAST-SOUTHEAST OF A WOVEN WIRE FENCE,
 OC1120'AND ABOUT 1 FOOT BELOW THE SURFACE OF U.S. ROUTE 1.
 OC1120'
 OC1120'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED SOUTH ALONG
 OC1120'U.S. ROUTE 1 FOR 0.40 MILE TO THE AZIMUTH MARK ON THE LEFT.
 OC1120'
 OC1120'ONLY ONE REFERENCE MARK WAS ESTABLISHED AT THIS TIME.
 OC1120'
 OC1120'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 OC1120
 OC1120                          STATION RECOVERY (1975)
 OC1120
 OC1120'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 OC1120'4.45 MI SW FROM YARMOUTH.
 OC1120'ABOUT 4.45 MILES SOUTHWEST ALONG I-95 SOUTHBOUND FROM THE I-95 BRIDGE
 OC1120'OVER COUSINS RIVER (YARMOUTH-FREEPORT TOWN LINE), AND ALSO ABOUT 1.5
 OC1120'MILES SOUTHWEST OF THE YARMOUTH-CUMBERLAND TOWN LINE ALONG U.S.
 OC1120'HIGHWAY NO. 1, IN THE TOWN OF CUMBERLAND.  A DISK SEST FLUSH IN THE
 OC1120'TOP OF A CYLINDRICAL CONCRETE POST 2 INCHES BELOW GROUND, 57.3 FEET
 OC1120'SOUTHEAST OF AND ABOUT 3 FEET ABOVE THE CENTERLINE OF I-95 NORTHBOUND.
 OC1120'ALSO, 114.1 FEET NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY NO. 1,
 OC1120'25.5 FEET WEST OF THE RIGHT-OF-WAY FENCE, 6.6 FEET SOUTHWEST OF A
 OC1120'METAL WITNESS POST AND 62.58 FEET NORTHWEST OF JEAN RM-1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1121 ***********************************************************************
 OC1121  DESIGNATION -  JEAN AZ MK
 OC1121  PID         -  OC1121
 OC1121  STATE/COUNTY-  ME/CUMBERLAND
 OC1121  USGS QUAD   -  YARMOUTH (1975)
 OC1121
 OC1121                         *CURRENT SURVEY CONTROL
 OC1121  ___________________________________________________________________
 OC1121* NAD 83(1986)-  43 45 33.     (N)    070 12 33.     (W)     SCALED    
 OC1121* NAVD 88     -        43.068  (meters)     141.30   (feet)  ADJUSTED  
 OC1121  ___________________________________________________________________
 OC1121  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 OC1121  DYNAMIC HT  -          43.063 (meters)     141.28  (feet)  COMP
 OC1121  MODELED GRAV-     980,503.9   (mgal)                       NAVD 88
 OC1121
 OC1121  VERT ORDER  -  SECOND    CLASS I
 OC1121
 OC1121.The horizontal coordinates were scaled from a topographic map and have
 OC1121.an estimated accuracy of +/- 6 seconds.
 OC1121
 OC1121.The orthometric height was determined by differential leveling
 OC1121.and adjusted by the National Geodetic Survey in June 1991..
 OC1121
 OC1121.The geoid height was determined by GEOID03.
 OC1121
 OC1121.The dynamic height is computed by dividing the NAVD 88
 OC1121.geopotential number by the normal gravity value computed on the
 OC1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1121.degrees latitude (g = 980.6199 gals.).
 OC1121
 OC1121.The modeled gravity was interpolated from observed gravity values.
 OC1121
 OC1121;                    North         East    Units  Estimated Accuracy
 OC1121;SPC ME W     -   102,860.      896,580.      MT  (+/- 180 meters Scaled)
 OC1121
 OC1121                          SUPERSEDED SURVEY CONTROL
 OC1121
 OC1121  NGVD 29 (??/??/92)   43.274  (m)          141.97   (f) ADJ UNCH    2 1
 OC1121
 OC1121.Superseded values are not recommended for survey control.
 OC1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1121.See file dsdata.txt to determine how the superseded data were derived.
 OC1121
 OC1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ026458(NAD 83)
 OC1121_MARKER: DD = SURVEY DISK
 OC1121_SETTING: 66 = SET IN ROCK OUTCROP
 OC1121_SP_SET: ROCK LEDGE
 OC1121_STAMPING: JEAN AZ 1974
 OC1121_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC1121+STABILITY: POSITION/ELEVATION WELL
 OC1121
 OC1121  HISTORY     - Date     Condition        Report By
 OC1121  HISTORY     - 1974     MONUMENTED       MEDT
 OC1121  HISTORY     - 1975     GOOD             MEDT
 OC1121
 OC1121                          STATION DESCRIPTION
 OC1121
 OC1121'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 OC1121'1.85 MI SW FROM CUMBERLAND.
 OC1121'ABOUT 1.85 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE
 OC1121'YARMOUTH-CUMBERLAND TOWN LINE AND ALSO, 0.9 MILES NORTHEASTERLY ALONG
 OC1121'U.S. HIGHWAY 1 FROM THE CUMBERLAND-FALMOUTH TOWN LINE IN THE TOWN OF
 OC1121'CUMBERLAND.  A DISK SET FLUSH IN THE ROCK LEDGE 43.0 FEET SOUTHEAST OF
 OC1121'AND 10 FEET ABOVE THE CENTERLINE OF U.S. HIGHWAY NO. 1, 5.5 FEET
 OC1121'SOUTHEAST OF THE VERTICAL LEDGE FACE AND 12.2 FEET NORTHWEST OF WHITE
 OC1121'PINE WITH WITNESS SIGN ATTACHED.  DISK IS 0.35 MILES SOUTH OF STATION
 OC1121'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1119 ***********************************************************************
 OC1119  DESIGNATION -  JEAN RM 1
 OC1119  PID         -  OC1119
 OC1119  STATE/COUNTY-  ME/CUMBERLAND
 OC1119  USGS QUAD   -  YARMOUTH (1975)
 OC1119
 OC1119                         *CURRENT SURVEY CONTROL
 OC1119  ___________________________________________________________________
 OC1119* NAD 83(1996)-  43 45 49.87543(N)    070 12 21.80125(W)     ADJUSTED  
 OC1119* NAVD 88     -        25.868  (meters)      84.87   (feet)  ADJUSTED  
 OC1119  ___________________________________________________________________
 OC1119  LAPLACE CORR-           3.23  (seconds)                    DEFLEC99
 OC1119  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 OC1119  DYNAMIC HT  -          25.865 (meters)      84.86  (feet)  COMP
 OC1119  MODELED GRAV-     980,504.3   (mgal)                       NAVD 88
 OC1119
 OC1119  HORZ ORDER  -  SECOND
 OC1119  VERT ORDER  -  SECOND    CLASS I
 OC1119
 OC1119.The horizontal coordinates were established by classical geodetic methods
 OC1119.and adjusted by the National Geodetic Survey in March 1998..
 OC1119
 OC1119.The orthometric height was determined by differential leveling
 OC1119.and adjusted by the National Geodetic Survey in June 1991..
 OC1119
 OC1119.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1119
 OC1119.The geoid height was determined by GEOID03.
 OC1119
 OC1119.The dynamic height is computed by dividing the NAVD 88
 OC1119.geopotential number by the normal gravity value computed on the
 OC1119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1119.degrees latitude (g = 980.6199 gals.).
 OC1119
 OC1119.The modeled gravity was interpolated from observed gravity values.
 OC1119
 OC1119;                    North         East     Units Scale Factor Converg.
 OC1119;SPC ME W     -   103,376.844   896,828.342   MT  0.99996679   -0 01 38.1
 OC1119;UTM  19      - 4,846,351.968   402,922.529   MT  0.99971591   -0 50 03.4
 OC1119
 OC1119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1119!SPC ME W     -   1.00000005  x   0.99996679  =   0.99996684
 OC1119!UTM  19      -   1.00000005  x   0.99971591  =   0.99971595
 OC1119
 OC1119                          SUPERSEDED SURVEY CONTROL
 OC1119
 OC1119  NAD 83(1992)-  43 45 49.87402(N)    070 12 21.80172(W) AD(       ) 2
 OC1119  NAD 83(1986)-  43 45 49.87987(N)    070 12 21.80703(W) AD(       ) 2
 OC1119  NAD 27      -  43 45 49.58949(N)    070 12 23.63260(W) AD(       ) 2
 OC1119  NGVD 29 (??/??/92)   26.074  (m)           85.54   (f) ADJ UNCH    2 1
 OC1119
 OC1119.Superseded values are not recommended for survey control.
 OC1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1119.See file dsdata.txt to determine how the superseded data were derived.
 OC1119
 OC1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0292346352(NAD 83)
 OC1119_MARKER: DD = SURVEY DISK
 OC1119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC1119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OC1119_STAMPING: JEAN RM-1 1974
 OC1119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC1119+STABILITY: SURFACE MOTION
 OC1119
 OC1119  HISTORY     - Date     Condition        Report By
 OC1119  HISTORY     - 1975     MONUMENTED       MEDT
 OC1119  HISTORY     - 1975     GOOD             MEDT
 OC1119
 OC1119                          STATION DESCRIPTION
 OC1119
 OC1119'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975 (RCA)
 OC1119'MARK IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION DISC SET
 OC1119'IN A 12 INCH CYLINDRICAL CONCRETE POST, THAT IS ABOUT 4 INCHES
 OC1119'BELOW THE SURFACE OF THE GROUND.  IT IS STAMPED RM 1 JEAN
 OC1119'1974.  IT IS 5.9 FEET SOUTH SOUTHWEST OF A METAL WITNESS POST,
 OC1119'119.9 FEET EAST SOUTHEAST OF THE CENTERLINE OF INTERSTATE HIGHWAY
 OC1119'95, 51.1 FEET WEST NORTHWEST OF THE CENTERLINE OF U.S. ROUTE 1,
 OC1119'36.9 FEET EAST SOUTHEAST OF A WOVEN WIRE FENCE, AND ABOUT 1
 OC1119'FOOT BELOW THE SURFACE OF U.S. ROUTE 1.
 OC1119
 OC1119                          STATION RECOVERY (1975)
 OC1119
 OC1119'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 OC1119'4.45 MI SW FROM YARMOUTH.
 OC1119'ABOUT 4.45 MILES SOUTHWEST ALONG I-95 SOUTHBOUND FROM THE I-95 BRIDGE
 OC1119'OVER COUSINS RIVER (YARMOUTH-FREEPORT TOWN LINE), AND ALSO ABOUT 1.5
 OC1119'MILES SOUTHWEST OF THE YARMOUTH-CUMBERLAND TOWN LINE ALONG U.S.
 OC1119'HIGHWAY NO. 1, IN THE TOWN OF CUMBERLAND.  A DISK SET FLUSH IN THE TOP
 OC1119'OF A CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND, 119.9 FEET
 OC1119'SOUTHEAST OF THE CENTERLINE OF I-95 NORTHBOUND, 36.9 FEET SOUTHEAST OF
 OC1119'THE NORTHBOUND RIGHT-OF-WAY FENCE, 51 FEET NORTHWEST OF AND 1.5 FEET
 OC1119'BELOW THE CENTERLINE OF U.S. HIGHWAY NO. 1 AND 5.9 FEET SOUTHWEST OF
 OC1119'THE METAL WITNESS POST.  ALSO 62.58 FEET NORTHWEST OF THE STATION
 OC1119'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1549 ***********************************************************************
 OC1549  DESIGNATION -  JEBEIG 1854
 OC1549  PID         -  OC1549
 OC1549  STATE/COUNTY-  ME/CUMBERLAND
 OC1549  USGS QUAD   -  SOUTH HARPSWELL (1975)
 OC1549
 OC1549                         *CURRENT SURVEY CONTROL
 OC1549  ___________________________________________________________________
 OC1549* NAD 83(1996)-  43 44 14.84084(N)    070 07 13.14743(W)     ADJUSTED  
 OC1549* NAVD 88     -        44.     (meters)     144.     (feet)  SCALED    
 OC1549  ___________________________________________________________________
 OC1549  LAPLACE CORR-           3.52  (seconds)                    DEFLEC99
 OC1549  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 OC1549
 OC1549  HORZ ORDER  -  THIRD
 OC1549
 OC1549.The horizontal coordinates were established by classical geodetic methods
 OC1549.and adjusted by the National Geodetic Survey in March 1998..
 OC1549
 OC1549.The orthometric height was scaled from a topographic map.
 OC1549
 OC1549.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1549
 OC1549.The geoid height was determined by GEOID03.
 OC1549
 OC1549;                    North         East     Units Scale Factor Converg.
 OC1549;SPC ME W     -   100,444.164   903,733.620   MT  0.99996684   +0 01 55.4
 OC1549;UTM  19      - 4,843,323.126   409,784.051   MT  0.99970011   -0 46 28.5
 OC1549
 OC1549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1549!SPC ME W     -   0.99999721  x   0.99996684  =   0.99996405
 OC1549!UTM  19      -   0.99999721  x   0.99970011  =   0.99969732
 OC1549
 OC1549:                Primary Azimuth Mark                     Grid Az
 OC1549:SPC ME W     -  MOODY 1852                               250 37 26.4
 OC1549:UTM  19      -  MOODY 1852                               251 25 50.3
 OC1549
 OC1549|---------------------------------------------------------------------|
 OC1549| PID    Reference Object                     Distance      Geod. Az  |
 OC1549|                                                           dddmmss.s |
 OC1549| OC1737 MOODY 1852                          APPROX. 9.0 KM 2503921.8 |
 OC1549| OC1674 STURDEVANT IS                       APPROX. 4.9 KM 2753758.7 |
 OC1549|---------------------------------------------------------------------|
 OC1549
 OC1549                          SUPERSEDED SURVEY CONTROL
 OC1549
 OC1549  NAD 83(1992)-  43 44 14.83906(N)    070 07 13.14774(W) AD(       ) 3
 OC1549  NAD 83(1986)-  43 44 14.84506(N)    070 07 13.15307(W) AD(       ) 3
 OC1549  NAD 27      -  43 44 14.54800(N)    070 07 14.97500(W) AD(       ) 3
 OC1549
 OC1549.Superseded values are not recommended for survey control.
 OC1549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1549.See file dsdata.txt to determine how the superseded data were derived.
 OC1549
 OC1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0978443323(NAD 83)
 OC1549
 OC1549  HISTORY     - Date     Condition        Report By
 OC1549  HISTORY     - 1854     MONUMENTED       COASUR
 OC1549  HISTORY     - 1911     SEE DESCRIPTION  CGS
 OC1549  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1549
 OC1549                          STATION DESCRIPTION
 OC1549
 OC1549'DESCRIBED BY COAST AND GEODETIC SURVEY 1911
 OC1549'STATION IS ON THE HIGHEST PART OF GREAT CHEBEAG ISLAND (CASCO BAY)
 OC1549'AND NEAR ITS CENTER, AND ABOUT 100 YARDS FROM THE HOUSE OF
 OC1549'A.C. ROBBINS.  THE ORIGINAL SURFACE MARK, A STONE POST, HAS
 OC1549'BEEN REMOVED, BUT THE SUBSURFACE MARK, A BURIED IRON CONE,
 OC1549'PROBABLY STILL EXISTS, ALTHOUGH NOT FOUND IN 1911.
 OC1549'
 OC1549'ANOTHER HOUSE HAS BEEN ERECTED 30 METERS S OF THE STATION.
 OC1549
 OC1549                          STATION RECOVERY (1933)
 OC1549
 OC1549'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1549'THIS STATION WAS NOT SEARCHED FOR AS ONLY THE SUBSURFACE MARK
 OC1549'REMAINS.  CAN PROBABLY BE FOUND FROM STATION LITTLEFIELD, WHICH
 OC1549'IS NEARBY, BY COMPUTING ITS POSITION ON THE NORTH AMERICAN DATUM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1958 ***********************************************************************
 OC1958  DESIGNATION -  JEFF
 OC1958  PID         -  OC1958
 OC1958  STATE/COUNTY-  ME/CUMBERLAND
 OC1958  USGS QUAD   -  GRAY (1980)
 OC1958
 OC1958                         *CURRENT SURVEY CONTROL
 OC1958  ___________________________________________________________________
 OC1958* NAD 83(1996)-  43 53 14.04277(N)    070 17 33.88424(W)     ADJUSTED  
 OC1958* NAVD 88     -        92.2    (meters)     302.     (feet)  VERTCON   
 OC1958  ___________________________________________________________________
 OC1958  LAPLACE CORR-           3.04  (seconds)                    DEFLEC99
 OC1958  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 OC1958
 OC1958  HORZ ORDER  -  SECOND
 OC1958
 OC1958.The horizontal coordinates were established by classical geodetic methods
 OC1958.and adjusted by the National Geodetic Survey in March 1998..
 OC1958
 OC1958.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC1958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC1958
 OC1958.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1958
 OC1958.The geoid height was determined by GEOID03.
 OC1958
 OC1958;                    North         East     Units Scale Factor Converg.
 OC1958;SPC ME W     -   117,091.948   889,868.891   MT  0.99996793   -0 05 14.7
 OC1958;UTM  19      - 4,860,160.485   396,158.811   MT  0.99973262   -0 53 46.6
 OC1958
 OC1958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1958!SPC ME W     -   0.99998967  x   0.99996793  =   0.99995760
 OC1958!UTM  19      -   0.99998967  x   0.99973262  =   0.99972230
 OC1958
 OC1958|---------------------------------------------------------------------|
 OC1958| PID    Reference Object                     Distance      Geod. Az  |
 OC1958|                                                           dddmmss.s |
 OC1958| OC1957 JEFF RM 1                            12.316 METERS 05818     |
 OC1958| CE8258 JEFF RM 2                            12.317 METERS 13222     |
 OC1958| OC1959 JEFF AZ MK                          378.844 METERS 18451     |
 OC1958|---------------------------------------------------------------------|
 OC1958
 OC1958                          SUPERSEDED SURVEY CONTROL
 OC1958
 OC1958  NAD 83(1992)-  43 53 14.04160(N)    070 17 33.88442(W) AD(       ) 2
 OC1958  NAD 83(1986)-  43 53 14.04772(N)    070 17 33.88940(W) AD(       ) 2
 OC1958  NAD 27      -  43 53 13.77143(N)    070 17 35.69616(W) AD(       ) 2
 OC1958  NGVD 29 (07/19/86)   92.4    (m)          303.     (f) VERT ANG       
 OC1958
 OC1958.Superseded values are not recommended for survey control.
 OC1958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1958.See file dsdata.txt to determine how the superseded data were derived.
 OC1958
 OC1958_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9615960160(NAD 83)
 OC1958_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OC1958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC1958_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC1958
 OC1958  HISTORY     - Date     Condition        Report By
 OC1958  HISTORY     - 1976     MONUMENTED       NGS
 OC1958
 OC1958                          STATION DESCRIPTION
 OC1958
 OC1958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (ALB)
 OC1958'THE STATION IS LOCATED IN EAST GRAY ABOUT 2.0 MILES EAST OF
 OC1958'GRAY, 5.25 MILES SOUTH OF NEW GLOUCESTER AND 8.0 MILES
 OC1958'NORTHWEST OF YARMOUTH WITHIN HIGHWAY RIGHT-OF-WAY.
 OC1958'
 OC1958'TO REACH THE STATION FROM THE JUNCTION OF MANY ROUTES IN GRAY
 OC1958'GO EAST ON STATE ROUTE 115 FOR 1.65 MILES TO A SIDE ROAD LEFT.
 OC1958'TURN LEFT, GO NORTHEAST ON PAVED ROAD FOR 0.65 MILE TO A
 OC1958'CROSSROAD. TURN RIGHT, GO SOUTH FOR 0.15 MILE TO THE STATION
 OC1958'ON THE RIGHT NEAR POLE NUMBER 6.
 OC1958'
 OC1958'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE SOUTH FOR
 OC1958'0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT, BEHIND POLE NUMBER
 OC1958'11.
 OC1958'
 OC1958'THE STATION MARKS ARE STANDARD DISKS STAMPED---JEFF 1976---.
 OC1958'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OC1958'CONCRETE POST WHICH IS FLUSH WITH THE GROUND SURFACE. THE
 OC1958'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 OC1958'CONCRETE WHICH IS ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 OC1958'THEY ARE 14.5 FEET WEST-NORTHWEST OF THE
 OC1958'CENTERLINE OF THE ROAD, 4.5 FEET NORTHEAST OF POWER POLE
 OC1958'NUMBER 6 AND 148.5 FEET SOUTH-SOUTHWEST OF POWER POLE
 OC1958'NUMBER 5.
 OC1958'A 24-INCH BY 3/8-INCH STEEL REINFORCING BAR WAS PLACED
 OC1958'IN THE STATION MARK.
 OC1958'
 OC1958'REFERENCE MARK 1, STAMPED---JEFF NO 1 1976---, IS A STANDARD
 OC1958'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST
 OC1958'WHICH IS FLUSH WITH THE GROUND SURFACE. IT IS 17.5 FEET
 OC1958'EAST-SOUTHEAST OF THE CENTERLINE OF THE ROAD, 45.5 FEET
 OC1958'NORTHEAST OF POWER POLE NUMBER 6 AND 129.0 FEET SOUTH-SOUTHEAST
 OC1958'OF POWER POLE NUMBER 5.
 OC1958'
 OC1958'REFERENCE MARK 2, STAMPED---JEFF NO 2 1976---, IS A STANDARD
 OC1958'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST
 OC1958'WHICH IS FLUSH WITH THE GROUND SURFACE. IT IS 18.0 FEET
 OC1958'EAST-SOUTHEAST OF THE CENTERLINE OF THE ROAD, 42.0 FEET
 OC1958'SOUTHEAST OF POWER POLE NUMBER 6 AND 176.0 FEET SOUTH OF POWER
 OC1958'POLE NUMBER 5.
 OC1958'
 OC1958'THE AZIMUTH MARK, STAMPED---JEFF 1976---, IS A STANDARD DISK
 OC1958'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST WHICH IS
 OC1958'ABOUT 5 INCHES ABOVE THE GROUND SURFACE. IT IS 4.0 FEET WEST
 OC1958'OF POWER POLE NUMBER 11, 26.0 FEET WEST OF THE CENTERLINE OF
 OC1958'THE ROAD, 41.6 FEET WEST-NORTHWEST OF POWER POLE NUMBER 11S
 OC1958'AND 78.0 FEET NORTH OF THE NORTHEAST CORNER OF A MEDIUM SIZED
 OC1958'HARDWOOD GROWTH.
 OC1958'
 OC1958'THE HEIGHT OF LIGHT ABOVE THE STATION WAS 1.6 METERS.
 OC1958'
 OC1958'DESCRIBED BY JOHN R. HIGGINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1959 ***********************************************************************
 OC1959  DESIGNATION -  JEFF AZ MK
 OC1959  PID         -  OC1959
 OC1959  STATE/COUNTY-  ME/CUMBERLAND
 OC1959  USGS QUAD   -  GRAY (1980)
 OC1959
 OC1959                         *CURRENT SURVEY CONTROL
 OC1959  ___________________________________________________________________
 OC1959* NAD 83(1996)-  43 53 01.81214(N)    070 17 35.32037(W)     ADJUSTED  
 OC1959* NAVD 88     -        91.2    (meters)     299.     (feet)  VERTCON   
 OC1959  ___________________________________________________________________
 OC1959  LAPLACE CORR-           3.02  (seconds)                    DEFLEC99
 OC1959  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 OC1959
 OC1959  HORZ ORDER  -  SECOND
 OC1959
 OC1959.The horizontal coordinates were established by classical geodetic methods
 OC1959.and adjusted by the National Geodetic Survey in March 1998..
 OC1959
 OC1959.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC1959.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC1959
 OC1959.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1959
 OC1959.The geoid height was determined by GEOID03.
 OC1959
 OC1959;                    North         East     Units Scale Factor Converg.
 OC1959;SPC ME W     -   116,714.525   889,836.258   MT  0.99996794   -0 05 15.6
 OC1959;UTM  19      - 4,859,783.649   396,120.862   MT  0.99973272   -0 53 47.3
 OC1959
 OC1959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1959!SPC ME W     -   0.99998983  x   0.99996794  =   0.99995777
 OC1959!UTM  19      -   0.99998983  x   0.99973272  =   0.99972255
 OC1959
 OC1959|---------------------------------------------------------------------|
 OC1959| PID    Reference Object                     Distance      Geod. Az  |
 OC1959|                                                           dddmmss.s |
 OC1959| OC1958 JEFF                                378.844 METERS 00451     |
 OC1959| OC1957 JEFF RM 1                           386.305 METERS 00619     |
 OC1959|---------------------------------------------------------------------|
 OC1959
 OC1959                          SUPERSEDED SURVEY CONTROL
 OC1959
 OC1959  NAD 83(1992)-  43 53 01.81097(N)    070 17 35.32056(W) AD(       ) 2
 OC1959  NAD 83(1986)-  43 53 01.81710(N)    070 17 35.32556(W) AD(       ) 2
 OC1959  NAD 27      -  43 53 01.54074(N)    070 17 37.13242(W) AD(       ) 2
 OC1959  NGVD 29 (07/19/86)   91.4    (m)          300.     (f) VERT ANG       
 OC1959
 OC1959.Superseded values are not recommended for survey control.
 OC1959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1959.See file dsdata.txt to determine how the superseded data were derived.
 OC1959
 OC1959_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9612159784(NAD 83)
 OC1959_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OC1959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC1959_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC1959
 OC1959  HISTORY     - Date     Condition        Report By
 OC1959  HISTORY     - 1977     MONUMENTED       NGS
 OC1959
 OC1959                          STATION DESCRIPTION
 OC1959
 OC1959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (ALB)
 OC1959'THIS STATION WAS ESTABLISHED BY AN EDM MEASUREMENT FROM
 OC1959'TRAVERSE STATION JEFF. SEE DESCRIPTION THEREOF.
 OC1959'
 OC1959'DESCRIBED BY JERRY E. ELLINGWOOD.
 OC1959'
 OC1959'THE HEIGHT OF LIGHT ABOVE THE STATION WAS 1.0 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ2708 ***********************************************************************
 AJ2708  CBN         -  This is a Cooperative Base Network Control Station.
 AJ2708  DESIGNATION -  JEFFERSON
 AJ2708  PID         -  AJ2708
 AJ2708  STATE/COUNTY-  ME/LINCOLN
 AJ2708  USGS QUAD   -  NORTH WHITEFIELD (1979)
 AJ2708
 AJ2708                         *CURRENT SURVEY CONTROL
 AJ2708  ___________________________________________________________________
 AJ2708* NAD 83(1996)-  44 13 03.11280(N)    069 30 02.44966(W)     ADJUSTED  
 AJ2708* NAVD 88     -        89.8    (meters)     295.     (feet)  GPS OBS   
 AJ2708  ___________________________________________________________________
 AJ2708  X           -   1,603,443.212 (meters)                     COMP
 AJ2708  Y           -  -4,288,758.952 (meters)                     COMP
 AJ2708  Z           -   4,425,491.500 (meters)                     COMP
 AJ2708  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 AJ2708  ELLIP HEIGHT-          64.16  (meters)          (04/26/01) GPS OBS
 AJ2708  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 AJ2708
 AJ2708  HORZ ORDER  -  A
 AJ2708  ELLP ORDER  -  FOURTH    CLASS I
 AJ2708
 AJ2708.The horizontal coordinates were established by GPS observations
 AJ2708.and adjusted by the National Geodetic Survey in April 2001..
 AJ2708
 AJ2708.The orthometric height was determined by GPS observations and a
 AJ2708.high-resolution geoid model.
 AJ2708
 AJ2708.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2708
 AJ2708.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2708
 AJ2708.The ellipsoidal height was determined by GPS observations
 AJ2708.and is referenced to NAD 83.
 AJ2708
 AJ2708.The geoid height was determined by GEOID03.
 AJ2708
 AJ2708;                    North         East     Units Scale Factor Converg.
 AJ2708;SPC ME W     -   153,999.106   953,218.929   MT  1.00000149   +0 27 52.1
 AJ2708;UTM  19      - 4,896,155.896   460,005.328   MT  0.99961967   -0 20 57.0
 AJ2708
 AJ2708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2708!SPC ME W     -   0.99998994  x   1.00000149  =   0.99999143
 AJ2708!UTM  19      -   0.99998994  x   0.99961967  =   0.99960961
 AJ2708
 AJ2708                          SUPERSEDED SURVEY CONTROL
 AJ2708
 AJ2708.No superseded survey control is available for this station.
 AJ2708
 AJ2708_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ6000596156(NAD 83)
 AJ2708_MARKER: DD = SURVEY DISK
 AJ2708_SETTING: 66 = SET IN ROCK OUTCROP
 AJ2708_STAMPING: JEFFERSON 1998
 AJ2708_MARK LOGO: MEDT  
 AJ2708_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2708_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ2708+STABILITY: POSITION/ELEVATION WELL
 AJ2708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2708+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2000
 AJ2708
 AJ2708  HISTORY     - Date     Condition        Report By
 AJ2708  HISTORY     - 1998     MONUMENTED       MEDT
 AJ2708  HISTORY     - 20000721 GOOD             MEDT
 AJ2708
 AJ2708                          STATION DESCRIPTION
 AJ2708
 AJ2708'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 2000 (TL)
 AJ2708'THE STATION IS LOCATED IN JEFFERSON.  TO REACH FROM THE JUNCTION OF
 AJ2708'STATE HIGHWAYS 17 AND 32 SOUTH IN JEFFERSON, GO SOUTHEAST FOR 3.1 MI
 AJ2708'(5.0 KM) ON HIGHWAY 32 SOUTH TO THE JUNCTION OF NORTH MOUNTAIN ROAD
 AJ2708'AND STATION ON THE LEFT.  THE STATION IS SET IN A 2 FT (0.6 M) BY 2 FT
 AJ2708'(0.6 M) EXPOSED ROCK LEDGE.  LOCATED 76.1 FT (23.2 M) EAST-SOUTHEAST
 AJ2708'OF UTILITY POLE NUMBER 6501/1, 67.6 FT (20.6 M) NORTHWEST OF THE
 AJ2708'CENTERLINE OF NORTH MOUNTAIN ROAD, 42.7 FT (13.0 M) NORTHEAST OF THE
 AJ2708'CENTERLINE OF HIGHWAY AND 37.1 FT (11.3 M) WEST-SOUTHWEST OF A 2-INCH
 AJ2708'SPRUCE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0043 ***********************************************************************
 RE0043  DESIGNATION -  JENKINS
 RE0043  PID         -  RE0043
 RE0043  STATE/COUNTY-  ME/AROOSTOOK
 RE0043  USGS QUAD   -  LINNEUS (1984)
 RE0043
 RE0043                         *CURRENT SURVEY CONTROL
 RE0043  ___________________________________________________________________
 RE0043* NAD 83(1986)-  46 06 28.     (N)    067 52 52.     (W)     SCALED    
 RE0043* NAVD 88     -       119.633  (meters)     392.50   (feet)  ADJUSTED  
 RE0043  ___________________________________________________________________
 RE0043  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 RE0043  DYNAMIC HT  -         119.640 (meters)     392.52  (feet)  COMP
 RE0043  MODELED GRAV-     980,670.1   (mgal)                       NAVD 88
 RE0043
 RE0043  VERT ORDER  -  SECOND    CLASS 0
 RE0043
 RE0043.The horizontal coordinates were scaled from a topographic map and have
 RE0043.an estimated accuracy of +/- 6 seconds.
 RE0043
 RE0043.The orthometric height was determined by differential leveling
 RE0043.and adjusted by the National Geodetic Survey in June 1991..
 RE0043
 RE0043.The geoid height was determined by GEOID03.
 RE0043
 RE0043.The dynamic height is computed by dividing the NAVD 88
 RE0043.geopotential number by the normal gravity value computed on the
 RE0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0043.degrees latitude (g = 980.6199 gals.).
 RE0043
 RE0043.The modeled gravity was interpolated from observed gravity values.
 RE0043
 RE0043;                    North         East    Units  Estimated Accuracy
 RE0043;SPC ME E     -   271,440.      347,840.      MT  (+/- 180 meters Scaled)
 RE0043
 RE0043                          SUPERSEDED SURVEY CONTROL
 RE0043
 RE0043  NGVD 29 (??/??/92)  119.826  (m)          393.13   (f) ADJ UNCH    2 0
 RE0043
 RE0043.Superseded values are not recommended for survey control.
 RE0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0043.See file dsdata.txt to determine how the superseded data were derived.
 RE0043
 RE0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM864066(NAD 83)
 RE0043_MARKER: DB = BENCH MARK DISK
 RE0043_SETTING: 80 = SET IN A BOULDER
 RE0043_SP_SET: BOULDER
 RE0043_STAMPING: 393.129 JENKINS 1933
 RE0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RE0043+STABILITY: SURFACE MOTION
 RE0043
 RE0043  HISTORY     - Date     Condition        Report By
 RE0043  HISTORY     - 1933     MONUMENTED       CGS
 RE0043
 RE0043                          STATION DESCRIPTION
 RE0043
 RE0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 RE0043'2.4 MI SW FROM HOULTON.
 RE0043'2.4 MILES SOUTHWEST ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 RE0043'HOULTON, AROOSTOOK COUNTY, 560 FEET WEST OF THE WEST END OF THE
 RE0043'BALDWIN AND DOHERTY POTATO-SHIPPING HOUSES AT CARYS MILLS, 415
 RE0043'FEET WEST OF MILEPOST 164, 30 FEET SOUTH OF THE CENTER LINE OF THE
 RE0043'TRACK, IN THE TOP OF A 3- BY 4-FOOT ROCK BOULDER PROJECTING ABOUT
 RE0043'1-1/2 FEET ABOVE THE GROUND, AND LEVEL WITH THE TOP OF THE RAIL.
 RE0043'A STANDARD DISK, STAMPED 393.129 JENKINS 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0570 ***********************************************************************
 OB0570  DESIGNATION -  JENNY
 OB0570  PID         -  OB0570
 OB0570  STATE/COUNTY-  ME/CUMBERLAND
 OB0570  USGS QUAD   -  ORRS ISLAND (1997)
 OB0570
 OB0570                         *CURRENT SURVEY CONTROL
 OB0570  ___________________________________________________________________
 OB0570* NAD 83(1996)-  43 45 55.78948(N)    069 54 30.28641(W)     ADJUSTED  
 OB0570* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 OB0570  ___________________________________________________________________
 OB0570  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 OB0570  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 OB0570
 OB0570  HORZ ORDER  -  THIRD
 OB0570
 OB0570.The horizontal coordinates were established by classical geodetic methods
 OB0570.and adjusted by the National Geodetic Survey in March 1998..
 OB0570
 OB0570.The orthometric height was scaled from a topographic map.
 OB0570
 OB0570.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0570
 OB0570.The geoid height was determined by GEOID03.
 OB0570
 OB0570;                    North         East     Units Scale Factor Converg.
 OB0570;SPC ME W     -   103,591.027   920,794.271   MT  0.99997198   +0 10 43.1
 OB0570;UTM  19      - 4,846,228.608   426,882.423   MT  0.99966576   -0 37 42.2
 OB0570
 OB0570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0570!SPC ME W     -   1.00000392  x   0.99997198  =   0.99997590
 OB0570!UTM  19      -   1.00000392  x   0.99966576  =   0.99966968
 OB0570
 OB0570:                Primary Azimuth Mark                     Grid Az
 OB0570:SPC ME W     -  GOUDY LEDGE BEACON                       092 55 16.7
 OB0570:UTM  19      -  GOUDY LEDGE BEACON                       093 43 42.0
 OB0570
 OB0570|---------------------------------------------------------------------|
 OB0570| PID    Reference Object                     Distance      Geod. Az  |
 OB0570|                                                           dddmmss.s |
 OB0570| OB0566 GOUDY LEDGE BEACON                  APPROX. 1.3 KM 0930559.8 |
 OB0570| CE8259 JENNY RM 1                           11.595 METERS 10140     |
 OB0570| CE8260 JENNY RM 2                           18.150 METERS 20443     |
 OB0570| OB0581 SEYMOUR 1933                        APPROX. 5.0 KM 2753456.6 |
 OB0570| OB0576 SEBASCODEGAN I CHIM W END HSE       APPROX. 2.6 KM 2970749.0 |
 OB0570|---------------------------------------------------------------------|
 OB0570
 OB0570                          SUPERSEDED SURVEY CONTROL
 OB0570
 OB0570  NAD 83(1992)-  43 45 55.78731(N)    069 54 30.28578(W) AD(       ) 3
 OB0570  NAD 83(1986)-  43 45 55.79306(N)    069 54 30.29120(W) AD(       ) 3
 OB0570  NAD 27      -  43 45 55.49100(N)    069 54 32.12600(W) AD(       ) 3
 OB0570
 OB0570.Superseded values are not recommended for survey control.
 OB0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0570.See file dsdata.txt to determine how the superseded data were derived.
 OB0570
 OB0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ2688246229(NAD 83)
 OB0570
 OB0570  HISTORY     - Date     Condition        Report By
 OB0570  HISTORY     - 1933     MONUMENTED       CGS
 OB0570  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0570
 OB0570                          STATION DESCRIPTION
 OB0570
 OB0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OB0570'STATION IS ON JENNY ISLAND WHICH IS AT THE MOUTH OF RIDLEY COVE,
 OB0570'1/2 MILE S BY E FROM YARMOUTH ISLAND, 1/2 MILE S BY W FROM CUNDY
 OB0570'POINT ON SEBASCODEGAN ISLAND, AND 4-1/2 MILES NW FROM CAPE SMALL,
 OB0570'AND IS NEAR THE NORTHERN END OF THE ISLAND, ABOUT 30 METERS FROM
 OB0570'HIGH-WATER LINE AT A PEBBLE BEACH.  23 METERS FROM HIGH-WATER
 OB0570'LINE ON THE W SHORE, 14 METERS FROM HIGH-WATER LINE ON THE E
 OB0570'SHORE AND 85 METERS N OF A PILE OF STONES AT THE SITE OF AN OLD
 OB0570'HOUSE.
 OB0570'
 OB0570'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 OB0570'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 OB0570'
 OB0570'STATION MARK IS IN A LEDGE WHICH IS BARE ABOUT 1 METER SQUARE.
 OB0570'
 OB0570'REFERENCE MARK NO.1 IS E OF THE STATION, 2 METERS FROM THE
 OB0570'HIGH-WATER LINE ON THE E SHORE.
 OB0570'
 OB0570'REFERENCE MARK NO.2 IS S OF THE STATION NEARER THE CENTER OF THE
 OB0570'ISLAND AND IS IN A LEDGE WHICH IS BARE ABOUT 1.0 METER BY 0.5
 OB0570'METER.
 OB0570'
 OB0570'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.22 METERS.
 OB0570
 OB0570                          STATION RECOVERY (1942)
 OB0570
 OB0570'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OB0570'RECOVERED AS DESCRIBED.  DESCRIPTION COMPLETE AND ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2494 ***********************************************************************
 PE2494  DESIGNATION -  JERRY AZ MK MEDOT 1974
 PE2494  PID         -  PE2494
 PE2494  STATE/COUNTY-  ME/KENNEBEC
 PE2494  USGS QUAD   -  FAIRFIELD (1988)
 PE2494
 PE2494                         *CURRENT SURVEY CONTROL
 PE2494  ___________________________________________________________________
 PE2494* NAD 83(1996)-  44 36 30.28065(N)    069 34 21.98168(W)     ADJUSTED  
 PE2494* NAVD 88     -        52.3    (meters)     172.     (feet)  VERTCON   
 PE2494  ___________________________________________________________________
 PE2494  LAPLACE CORR-           3.60  (seconds)                    DEFLEC99
 PE2494  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 PE2494
 PE2494  HORZ ORDER  -  SECOND
 PE2494
 PE2494.The horizontal coordinates were established by classical geodetic methods
 PE2494.and adjusted by the National Geodetic Survey in March 1998..
 PE2494
 PE2494.The NAVD 88 height was computed by applying the VERTCON shift value to
 PE2494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PE2494
 PE2494.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2494
 PE2494.The geoid height was determined by GEOID03.
 PE2494
 PE2494;                    North         East     Units Scale Factor Converg.
 PE2494;SPC ME W     -   197,388.239   947,142.961   MT  0.99999399   +0 25 01.5
 PE2494;UTM  19      - 4,939,610.894   454,550.307   MT  0.99962540   -0 24 08.1
 PE2494
 PE2494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2494!SPC ME W     -   0.99999583  x   0.99999399  =   0.99998982
 PE2494!UTM  19      -   0.99999583  x   0.99962540  =   0.99962123
 PE2494
 PE2494:                Primary Azimuth Mark                     Grid Az
 PE2494:SPC ME W     -  JERRY MEDOT 1974                         048 03 34.7
 PE2494:UTM  19      -  JERRY MEDOT 1974                         048 52 44.3
 PE2494
 PE2494|---------------------------------------------------------------------|
 PE2494| PID    Reference Object                     Distance      Geod. Az  |
 PE2494|                                                           dddmmss.s |
 PE2494| PE2495 JERRY MEDOT 1974                    APPROX. 1.3 KM 0482836.2 |
 PE2494| PE1455 CENTRAL                             APPROX. 2.6 KM 2621711.0 |
 PE2494| PE2493 FAIRFIELD SANITARIUM TANK           APPROX. 2.6 KM 2660033.6 |
 PE2494|---------------------------------------------------------------------|
 PE2494
 PE2494                          SUPERSEDED SURVEY CONTROL
 PE2494
 PE2494  NAD 83(1992)-  44 36 30.27909(N)    069 34 21.97756(W) AD(       ) 2
 PE2494  NAD 83(1986)-  44 36 30.28450(N)    069 34 21.98526(W) AD(       ) 2
 PE2494  NAD 27      -  44 36 30.04123(N)    069 34 23.81717(W) AD(       ) 2
 PE2494  NGVD 29 (07/19/86)   52.5    (m)          172.     (f) VERT ANG       
 PE2494
 PE2494.Superseded values are not recommended for survey control.
 PE2494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2494.See file dsdata.txt to determine how the superseded data were derived.
 PE2494
 PE2494_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK5455039611(NAD 83)
 PE2494_MARKER: DD = SURVEY DISK
 PE2494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE2494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE2494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE2494+STABILITY: SURFACE MOTION
 PE2494
 PE2494  HISTORY     - Date     Condition        Report By
 PE2494  HISTORY     - 1974     MONUMENTED       MEDT
 PE2494
 PE2494                          STATION DESCRIPTION
 PE2494
 PE2494'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974 (RCA)
 PE2494'THE STATION IS LOCATED ON THE WEST SIDE OF THE SOUTH BOUND LANE OF
 PE2494'INTERSTATE HIGHWAY 95, 3-3/4 MILES NORTHEAST OF FAIRFIELD, 2 MILES
 PE2494'NORTHWEST OF BENTON, 3/4 MILES NORTH OF THE KENNEBEC RIVER AND ON
 PE2494'HIGHWAY PROPERTY.
 PE2494'
 PE2494'TO REACH THE STATION FROM THE SOUTH END OF THE BRIDGE OVER THE
 PE2494'KENNEBEC RIVER ON INTERSTATE HIGHWAY 95 IN FAIRFIELD, GO NORTHEAST
 PE2494'ON INTERSTATE HIGHWAY 95 FOR 3.9 MILES TO A MAINTENANCE CROSSOVER
 PE2494'LEFT, TURN LEFT, CROSSOVER AND GO SOUTH ON INTERSTATE HIGHWAY 95
 PE2494'FOR 1.75 MILES TO STATION JERRY (MDOT) ON THE RIGHT, CONTINUE
 PE2494'SOUTHWEST ON INTERSTATE HIGHWAY 95 FOR 0.8 MILE TO THE STATION
 PE2494'ON THE RIGHT.
 PE2494'
 PE2494'THE STATION MARK IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 PE2494'DISK STAMPED JERRY AZ MK 1974, SET IN TOP OF A 12-INCH CYLINDRICAL
 PE2494'CONCRETE MONUMENT THAT IS ABOUT 4-INCHES BELOW THE GROUND
 PE2494'SURFACE.  THE SUBSURFACE DISK IS STAMPED JERRY AZ MK 1974, SET IN
 PE2494'AN IRREGULAR MASS OF CONCRETE ABOUT 50-INCHES BELOW THE GROUND
 PE2494'SURFACE.  IT IS 99.5 FEET SOUTHEAST OF A WITNESS POST AND SIGN,
 PE2494'24.5 FEET WEST OF THE CENTER LINE OF THE SOUTH BOUND LANE OF
 PE2494'INTERSTATE HIGHWAY 95, 2.0 FEET WEST OF THE WEST EDGE OF THE
 PE2494'ASPHALT AND ABOUT 6-INCHES BELOW THE ROAD SURFACE.
 PE2494'
 PE2494'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2495 ***********************************************************************
 PE2495  DESIGNATION -  JERRY MEDOT 1974
 PE2495  PID         -  PE2495
 PE2495  STATE/COUNTY-  ME/KENNEBEC
 PE2495  USGS QUAD   -  FAIRFIELD (1988)
 PE2495
 PE2495                         *CURRENT SURVEY CONTROL
 PE2495  ___________________________________________________________________
 PE2495* NAD 83(1996)-  44 36 58.61397(N)    069 33 37.17777(W)     ADJUSTED  
 PE2495* NAVD 88     -        52.3    (meters)     172.     (feet)  VERTCON   
 PE2495  ___________________________________________________________________
 PE2495  LAPLACE CORR-           3.80  (seconds)                    DEFLEC99
 PE2495  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 PE2495
 PE2495  HORZ ORDER  -  SECOND
 PE2495
 PE2495.The horizontal coordinates were established by classical geodetic methods
 PE2495.and adjusted by the National Geodetic Survey in March 1998..
 PE2495
 PE2495.The NAVD 88 height was computed by applying the VERTCON shift value to
 PE2495.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PE2495
 PE2495.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2495
 PE2495.The geoid height was determined by GEOID03.
 PE2495
 PE2495;                    North         East     Units Scale Factor Converg.
 PE2495;SPC ME W     -   198,270.065   948,124.381   MT  0.99999514   +0 25 33.1
 PE2495;UTM  19      - 4,940,478.275   455,543.869   MT  0.99962430   -0 23 36.8
 PE2495
 PE2495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2495!SPC ME W     -   0.99999582  x   0.99999514  =   0.99999096
 PE2495!UTM  19      -   0.99999582  x   0.99962430  =   0.99962013
 PE2495
 PE2495:                Primary Azimuth Mark                     Grid Az
 PE2495:SPC ME W     -  JERRY AZ MK MEDOT 1974                   228 03 34.6
 PE2495:UTM  19      -  JERRY AZ MK MEDOT 1974                   228 52 44.5
 PE2495
 PE2495|---------------------------------------------------------------------|
 PE2495| PID    Reference Object                     Distance      Geod. Az  |
 PE2495|                                                           dddmmss.s |
 PE2495| PE2494 JERRY AZ MK MEDOT 1974              APPROX. 1.3 KM 2282907.7 |
 PE2495| PE2502 WATERVILLE CATV MAST                APPROX. 6.6 KM 2424001.3 |
 PE2495| PE2493 FAIRFIELD SANITARIUM TANK           APPROX. 3.7 KM 2533114.9 |
 PE2495|---------------------------------------------------------------------|
 PE2495
 PE2495                          SUPERSEDED SURVEY CONTROL
 PE2495
 PE2495  NAD 83(1992)-  44 36 58.61238(N)    069 33 37.17360(W) AD(       ) 2
 PE2495  NAD 83(1986)-  44 36 58.61776(N)    069 33 37.18144(W) AD(       ) 2
 PE2495  NAD 27      -  44 36 58.37395(N)    069 33 39.01386(W) AD(       ) 2
 PE2495  NGVD 29 (07/19/86)   52.5    (m)          172.     (f) VERT ANG       
 PE2495
 PE2495.Superseded values are not recommended for survey control.
 PE2495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2495.See file dsdata.txt to determine how the superseded data were derived.
 PE2495
 PE2495_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK5554440478(NAD 83)
 PE2495_MARKER: DD = SURVEY DISK
 PE2495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE2495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE2495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE2495+STABILITY: SURFACE MOTION
 PE2495
 PE2495  HISTORY     - Date     Condition        Report By
 PE2495  HISTORY     - 1974     MONUMENTED       MEDT
 PE2495
 PE2495                          STATION DESCRIPTION
 PE2495
 PE2495'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974 (RCA)
 PE2495'THE STATION IS LOCATED ON THE WEST SIDE OF THE SOUTH BOUND LANE OF
 PE2495'INTERSTATE HIGHWAY 95, 4-1/2 MILES NORTHEAST OF FAIRFIELD, 1-1/4
 PE2495'MILES NORTH OF THE KENNEBEC RIVER, IN THE NORTH SECTION OF BENTON
 PE2495'AND ON HIGHWAY PROPERTY.
 PE2495'
 PE2495'TO REACH THE STATION FROM THE SOUTH END OF THE BRIDGE OVER THE
 PE2495'KENNEBEC RIVER ON INTERSTATE HIGHWAY 95 IN FAIRFIELD, GO NORTH ON
 PE2495'INTERSTATE HIGHWAY 95 FOR 3.9 MILES TO A MAINTENANCE CROSSOVER
 PE2495'LEFT, TURN LEFT, CROSSOVER AND GO SOUTH ON INTERSTATE HIGHWAY 95
 PE2495'FOR 1.75 MILES TO THE STATION ON THE RIGHT, JUST BEFORE REACHING
 PE2495'THE BENTON TOWN LINE.
 PE2495'
 PE2495'THE STATION MARK IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 PE2495'DISK STAMPED JERRY 1974, SET IN TOP OF A 12-INCH CYLINDRICAL
 PE2495'CONCRETE MONUMENT THAT IS ABOUT 3-INCHES BELOW THE GROUND
 PE2495'SURFACE.  THE SUBSURFACE STATION MARK IS A STANDARD MAINE
 PE2495'DEPARTMENT OF TRANSPORTATION DISK STAMPED, JERRY 1974, SET IN AN
 PE2495'IRREGULAR MASS OF CONCRETE ABOUT 50-INCHES BELOW THE GROUND
 PE2495'SURFACE.  IT IS 72.6 FEET SOUTHWEST OF A PINE TREE AND WITNESS
 PE2495'SIGN, 24.0 FEET WEST OF THE CENTER LINE OF THE SOUTH BOUND
 PE2495'LANE OF INTERSTATE HIGHWAY 95, 2.6 FEET WEST OF THE WEST EDGE
 PE2495'OF THE ASPHALT AND ABOUT 6-INCHES LOWER THAN THE HIGHWAY.
 PE2495'
 PE2495'THE AZIMUTH MARK IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 PE2495'DISK STAMPED JERRY AZ MK 1974, SET IN TOP OF A 12-INCH CYLINDRICAL
 PE2495'CONCRETE MONUMENT THAT IS ABOUT 4-INCHES BELOW THE GROUND
 PE2495'SURFACE.  THE SUBSURFACE MARK IS A STANDARD MAINE DEPARTMENT OF
 PE2495'TRANSPORTATION DISK STAMPED JERRY 1974, SET IN AN IRREGULAR MASS
 PE2495'OF CONCRETE ABOUT 50 INCHES BELOW THE GROUND SURFACE.  IT IS
 PE2495'99.5 FEET SOUTHEAST OF A WITNESS POST AND SIGN, 2.0 FEET WEST OF
 PE2495'THE WEST EDGE OF THE ASPHALT, 24.5 FEET WEST OF THE CENTER
 PE2495'LINE OF THE SOUTH BOUND LANE OF INTERSTATE HIGHWAY 95 AND ABOUT
 PE2495'6-INCHES LOWER THAN THE HIGHWAY.
 PE2495'
 PE2495'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON INTERSTATE
 PE2495'HIGHWAY 95 FOR 0.85 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 PE2495'
 PE2495'NO REFERENCE MARKS ESTABLISHED AT THIS TIME.
 PE2495'
 PE2495'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0174 ***********************************************************************
 OC0174  DESIGNATION -  JEWELL
 OC0174  PID         -  OC0174
 OC0174  STATE/COUNTY-  ME/CUMBERLAND
 OC0174  USGS QUAD   -  SOUTH HARPSWELL (1975)
 OC0174
 OC0174                         *CURRENT SURVEY CONTROL
 OC0174  ___________________________________________________________________
 OC0174* NAD 83(1996)-  43 40 30.36795(N)    070 05 55.45064(W)     ADJUSTED  
 OC0174* LOCAL TIDAL -        19.073  (meters)      62.58   (feet)  ADJ UNCH  
 OC0174  ___________________________________________________________________
 OC0174  LAPLACE CORR-           2.78  (seconds)                    DEFLEC99
 OC0174  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 OC0174
 OC0174  HORZ ORDER  -  SECOND
 OC0174  VERT ORDER  -  SECOND    CLASS 0
 OC0174
 OC0174.The horizontal coordinates were established by classical geodetic methods
 OC0174.and adjusted by the National Geodetic Survey in March 1998..
 OC0174
 OC0174.The orthometric height was key entered from printed documents
 OC0174.and not key verified.
 OC0174
 OC0174.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC0174
 OC0174.The geoid height was determined by GEOID03.
 OC0174
 OC0174;                    North         East     Units Scale Factor Converg.
 OC0174;SPC ME W     -    93,517.705   905,477.898   MT  0.99996704   +0 02 48.9
 OC0174;UTM  19      - 4,836,374.678   411,430.259   MT  0.99969649   -0 45 31.7
 OC0174
 OC0174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC0174!SPC ME W     -   1.00000108  x   0.99996704  =   0.99996812
 OC0174!UTM  19      -   1.00000108  x   0.99969649  =   0.99969757
 OC0174
 OC0174|---------------------------------------------------------------------|
 OC0174| PID    Reference Object                     Distance      Geod. Az  |
 OC0174|                                                           dddmmss.s |
 OC0174| OC1542 JEWELL ISLAND FCT WEST 1943         350.105 METERS 01529     |
 OC0174| OC1544 JEWELL ISLAND RADAR TOWER           390.337 METERS 01632     |
 OC0174| OC1545 TOWER 1941                          223.434 METERS 01740     |
 OC0174| OC0175 JEWELL RM 1                          12.758 METERS 02548     |
 OC0174| OC1546 JEWELL ISLAND OFFSET 1941           116.877 METERS 04734     |
 OC0174| OC0176 JEWELL RM 2                           7.795 METERS 20433     |
 OC0174| OC1521 JUNK OF PORK ISLAND BEACON          APPROX. 3.6 KM 2112650.1 |
 OC0174| OC1591 CAPE ELIZABETH RADAR TOWER          APPROX.14.7 KM 2131659.4 |
 OC0174| OC1518 GREEN ISLAND                        APPROX. 3.5 KM 2154217.0 |
 OC0174| OC1652 CUSHING ISLAND RADIO MAST           APPROX. 8.4 KM 2460129.4 |
 OC0174| OC1672 CUSHING ISLAND RADAR TOWER          APPROX. 8.2 KM 2464634.9 |
 OC0174| OC1836 SOUTH PORTLAND PWRHSE SW STACK      APPROX.13.0 KM 2542737.3 |
 OC0174| OC1839 SOUTH PORTLAND PWRHSE NE STACK      APPROX.13.0 KM 2543439.8 |
 OC0174| OC1680 LONG ISLAND WINDMILL                APPROX. 5.0 KM 2813712.6 |
 OC0174|---------------------------------------------------------------------|
 OC0174
 OC0174                          SUPERSEDED SURVEY CONTROL
 OC0174
 OC0174  NAD 83(1992)-  43 40 30.36591(N)    070 05 55.45123(W) AD(       ) 2
 OC0174  NAD 83(1986)-  43 40 30.37204(N)    070 05 55.45649(W) AD(       ) 2
 OC0174  NAD 27      -  43 40 30.07000(N)    070 05 57.28800(W) AD(       ) 2
 OC0174
 OC0174.Superseded values are not recommended for survey control.
 OC0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0174.See file dsdata.txt to determine how the superseded data were derived.
 OC0174
 OC0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ1143036375(NAD 83)
 OC0174_MARKER: DS = TRIANGULATION STATION DISK
 OC0174_SETTING: 66 = SET IN ROCK OUTCROP
 OC0174_SP_SET: ROCK LEDGE
 OC0174_STAMPING: JEWELL 1933
 OC0174_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC0174+STABILITY: POSITION/ELEVATION WELL
 OC0174
 OC0174  HISTORY     - Date     Condition        Report By
 OC0174  HISTORY     - 1933     MONUMENTED       CGS
 OC0174  HISTORY     - 1941     SEE DESCRIPTION  CGS
 OC0174  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OC0174  HISTORY     - 1943     GOOD             NGS
 OC0174
 OC0174                          STATION DESCRIPTION
 OC0174
 OC0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC0174'THE STATION IS ON THE S END OF JEWELL ISLAND ON A LEDGE OF ROCK
 OC0174'WHICH OUTCROPS ON A NARROW RIDGE JUST E OF A DEEP NARROW COVE AND A
 OC0174'PERPENDICULAR WALL OF ROCK FORMING THE E SIDE OF THE COVE.  THE
 OC0174'LEDGE IS 2 METERS WIDE AND THE STATION MARKER IS COUNTERSUNK IN A
 OC0174'DEPRESSION SO THAT IT WILL VERY PROBABLY BE COVERED UP IN A SHORT
 OC0174'TIME.
 OC0174'
 OC0174'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN
 OC0174'DRILL HOLES IN OUTCROPPING BEDROCK.
 OC0174'
 OC0174'REFERENCE MARK NO. 1 IS NE OF THE STATION AND IS SET IN A 6 INCH
 OC0174'OUTCROPPING LEDGE HIDDEN BY BUSHES.
 OC0174'
 OC0174'REFERENCE MARK NO.2 IS S OF THE STATION ON THE SAME LEDGE, ON A
 OC0174'SMALL HUMP ABOUT ONE METER HIGH.
 OC0174'
 OC0174'HEIGHT OF SIGNAL ABOVE STATION MARK - 3.40 METERS.
 OC0174
 OC0174                          STATION RECOVERY (1941)
 OC0174
 OC0174'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC0174'STATION IS LOCATED ON THE SW END OF JEWELL ISLAND, CASCO BAY,
 OC0174'MAINE, ABOUT 0.1 MILE NW FROM THE EXTREME SW POINT OF THE ISLAND AND
 OC0174'ABOUT 30 FEET ABOVE THE HIGH-WATER LINE.
 OC0174'
 OC0174'STATION IS MARKED BY A STANDARD DISK SET IN BEDROCK.  THE ROCK
 OC0174'PROJECTS ABOUT 3 FEET ABOVE THE GROUND.  STAMPED JEWELL 1933.
 OC0174'
 OC0174'REFERENCE MARK NO.1 IS A STANDARD DISK SET IN BEDROCK, ABOUT THE
 OC0174'SAME ELEVATION AS STATION. STAMPED JEWELL NO. 1 1933.
 OC0174'
 OC0174'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN BEDROCK, ABOUT THE
 OC0174'SAME ELEVATION AS STATION.  STAMPED JEWELL 1933.
 OC0174'
 OC0174'RAM I LEDGE LIGHTHOUSE SERVES AS AN AZIMUTH MARK.
 OC0174'
 OC0174'DISTANCES AND DIRECTIONS TO REFERENCE MARKS CHECKED THE ORIGINAL
 OC0174'MEASUREMENTS.
 OC0174
 OC0174                          STATION RECOVERY (1943)
 OC0174
 OC0174'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 OC0174'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION AND THE
 OC0174'ORIGINAL DESCRIPTION WAS FOUND TO BE ADEQUATE.
 OC0174
 OC0174                          STATION RECOVERY (1943)
 OC0174
 OC0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 OC0174'10 MI E FROM PORTLAND.
 OC0174'10.0 MILES EAST (BY BOAT) OF PORTLAND, CUMBERLAND COUNTY, ON
 OC0174'THE SOUTHWEST POINT OF JEWELL ISLAND, JUST EAST OF A DEEP NARROW
 OC0174'COVE, 93.6 FEET WEST OF THE SOUTHWEST CORNER OF A LONG FRAME
 OC0174'BUILDING WITH A CONCRETE FOUNDATION, 59.2 FEET NORTH OF THE
 OC0174'NORTHWEST CORNER OF THE U.S. ENGINEERS OFFICE, 25 FEET SOUTHWEST
 OC0174'OF A POLE, AND IN A ROCK LEDGE PROJECTING ABOUT 2 FEET ABOVE
 OC0174'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1543 ***********************************************************************
 OC1543  DESIGNATION -  JEWELL ISLAND 167 1941
 OC1543  PID         -  OC1543
 OC1543  STATE/COUNTY-  ME/CUMBERLAND
 OC1543  USGS QUAD   -  SOUTH HARPSWELL (1975)
 OC1543
 OC1543                         *CURRENT SURVEY CONTROL
 OC1543  ___________________________________________________________________
 OC1543* NAD 83(1996)-  43 40 32.72808(N)    070 05 51.25516(W)     ADJUSTED  
 OC1543* NAVD 88     -        20.     (meters)      66.     (feet)  SCALED    
 OC1543  ___________________________________________________________________
 OC1543  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 OC1543  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 OC1543
 OC1543  HORZ ORDER  -  SECOND
 OC1543
 OC1543.The horizontal coordinates were established by classical geodetic methods
 OC1543.and adjusted by the National Geodetic Survey in March 1998..
 OC1543
 OC1543.The orthometric height was scaled from a topographic map.
 OC1543
 OC1543.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1543
 OC1543.The geoid height was determined by GEOID03.
 OC1543
 OC1543;                    North         East     Units Scale Factor Converg.
 OC1543;SPC ME W     -    93,590.620   905,571.816   MT  0.99996705   +0 02 51.8
 OC1543;UTM  19      - 4,836,446.246   411,525.167   MT  0.99969628   -0 45 28.8
 OC1543
 OC1543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1543!SPC ME W     -   1.00000097  x   0.99996705  =   0.99996802
 OC1543!UTM  19      -   1.00000097  x   0.99969628  =   0.99969725
 OC1543
 OC1543                          SUPERSEDED SURVEY CONTROL
 OC1543
 OC1543  NAD 83(1992)-  43 40 32.72603(N)    070 05 51.25575(W) AD(       ) 2
 OC1543  NAD 83(1986)-  43 40 32.73215(N)    070 05 51.26102(W) AD(       ) 2
 OC1543  NAD 27      -  43 40 32.43000(N)    070 05 53.09200(W) AD(       ) 2
 OC1543
 OC1543.Superseded values are not recommended for survey control.
 OC1543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1543.See file dsdata.txt to determine how the superseded data were derived.
 OC1543
 OC1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ1152536446(NAD 83)
 OC1543
 OC1543  HISTORY     - Date     Condition        Report By
 OC1543  HISTORY     - 1941     MONUMENTED       CGS
 OC1543
 OC1543                          STATION DESCRIPTION
 OC1543
 OC1543'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1543'STATION IS LOCATED ON THE SW END OF JEWELL ISLAND ON A SMALL
 OC1543'BRUSHY KNOLL, ABOUT 300 FT. S OF A FOUR-STORY SQUARE WHITE
 OC1543'CONCRETE FIRE CONTROL STATION, AND 50 FT. SE OF THE W EDGE OF
 OC1543'A HEAVILY TIMBERED SECTION ON THE ISLAND.  IT IS A STANDARD
 OC1543'TRAVERSE -STATION DISK, STAMPED JEWELL ID 167 1941 SET PLUSH
 OC1543'IN OUTCROPPING BEDROCK.
 OC1543'
 OC1543'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1542 ***********************************************************************
 OC1542  DESIGNATION -  JEWELL ISLAND FCT WEST 1943
 OC1542  PID         -  OC1542
 OC1542  STATE/COUNTY-  ME/CUMBERLAND
 OC1542  USGS QUAD   -  SOUTH HARPSWELL (1975)
 OC1542
 OC1542                         *CURRENT SURVEY CONTROL
 OC1542  ___________________________________________________________________
 OC1542* NAD 83(1996)-  43 40 41.30025(N)    070 05 51.27845(W)     ADJUSTED  
 OC1542* NAVD 88     -        21.     (meters)      69.     (feet)  SCALED    
 OC1542  ___________________________________________________________________
 OC1542  LAPLACE CORR-           2.78  (seconds)                    DEFLEC99
 OC1542  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 OC1542
 OC1542  HORZ ORDER  -  SECOND
 OC1542
 OC1542.The horizontal coordinates were established by classical geodetic methods
 OC1542.and adjusted by the National Geodetic Survey in March 1998..
 OC1542
 OC1542.The orthometric height was scaled from a topographic map.
 OC1542
 OC1542.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1542
 OC1542.The geoid height was determined by GEOID03.
 OC1542
 OC1542;                    North         East     Units Scale Factor Converg.
 OC1542;SPC ME W     -    93,855.171   905,571.074   MT  0.99996705   +0 02 51.8
 OC1542;UTM  19      - 4,836,710.710   411,528.145   MT  0.99969627   -0 45 29.0
 OC1542
 OC1542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1542!SPC ME W     -   1.00000081  x   0.99996705  =   0.99996786
 OC1542!UTM  19      -   1.00000081  x   0.99969627  =   0.99969708
 OC1542
 OC1542                          SUPERSEDED SURVEY CONTROL
 OC1542
 OC1542  NAD 83(1992)-  43 40 41.29821(N)    070 05 51.27903(W) AD(       ) 2
 OC1542  NAD 83(1986)-  43 40 41.30429(N)    070 05 51.28431(W) AD(       ) 2
 OC1542  NAD 27      -  43 40 41.00200(N)    070 05 53.11600(W) AD(       ) 2
 OC1542
 OC1542.Superseded values are not recommended for survey control.
 OC1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1542.See file dsdata.txt to determine how the superseded data were derived.
 OC1542
 OC1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ1152836711(NAD 83)
 OC1542
 OC1542  HISTORY     - Date     Condition        Report By
 OC1542  HISTORY     - 1943     MONUMENTED       CGS
 OC1542
 OC1542                          STATION DESCRIPTION
 OC1542
 OC1542'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 OC1542'STATION IS THE CENTER OF THE INSTRUMENT MOUNT AS ESTABLISHED
 OC1542'BY THE CONTRACTOR.  THIS IS THE MOST WESTERLY OF THE TWO
 OC1542'CONCRETE FIRE CONTROL TOWERS ON JEWELL ID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1546 ***********************************************************************
 OC1546  DESIGNATION -  JEWELL ISLAND OFFSET 1941
 OC1546  PID         -  OC1546
 OC1546  STATE/COUNTY-  ME/CUMBERLAND
 OC1546  USGS QUAD   -  SOUTH HARPSWELL (1975)
 OC1546
 OC1546                         *CURRENT SURVEY CONTROL
 OC1546  ___________________________________________________________________
 OC1546* NAD 83(1996)-  43 40 32.92319(N)    070 05 51.59975(W)     ADJUSTED  
 OC1546* NAVD 88     -        20.     (meters)      66.     (feet)  SCALED    
 OC1546  ___________________________________________________________________
 OC1546  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 OC1546  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 OC1546
 OC1546  HORZ ORDER  -  SECOND
 OC1546
 OC1546.The horizontal coordinates were established by classical geodetic methods
 OC1546.and adjusted by the National Geodetic Survey in March 1998..
 OC1546
 OC1546.The orthometric height was scaled from a topographic map.
 OC1546
 OC1546.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1546
 OC1546.The geoid height was determined by GEOID03.
 OC1546
 OC1546;                    North         East     Units Scale Factor Converg.
 OC1546;SPC ME W     -    93,596.635   905,564.092   MT  0.99996705   +0 02 51.5
 OC1546;UTM  19      - 4,836,452.367   411,517.531   MT  0.99969630   -0 45 29.1
 OC1546
 OC1546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1546!SPC ME W     -   1.00000097  x   0.99996705  =   0.99996802
 OC1546!UTM  19      -   1.00000097  x   0.99969630  =   0.99969727
 OC1546
 OC1546                          SUPERSEDED SURVEY CONTROL
 OC1546
 OC1546  NAD 83(1992)-  43 40 32.92115(N)    070 05 51.60034(W) AD(       ) 2
 OC1546  NAD 83(1986)-  43 40 32.92726(N)    070 05 51.60561(W) AD(       ) 2
 OC1546  NAD 27      -  43 40 32.62500(N)    070 05 53.43700(W) AD(       ) 2
 OC1546
 OC1546.Superseded values are not recommended for survey control.
 OC1546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1546.See file dsdata.txt to determine how the superseded data were derived.
 OC1546
 OC1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ1151836452(NAD 83)
 OC1546
 OC1546  HISTORY     - Date     Condition        Report By
 OC1546  HISTORY     - 1941     MONUMENTED       CGS
 OC1546
 OC1546                          STATION DESCRIPTION
 OC1546
 OC1546'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 OC1546'SEE STATION JEWELL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1544 ***********************************************************************
 OC1544  DESIGNATION -  JEWELL ISLAND RADAR TOWER
 OC1544  PID         -  OC1544
 OC1544  STATE/COUNTY-  ME/CUMBERLAND
 OC1544  USGS QUAD   -  SOUTH HARPSWELL (1975)
 OC1544
 OC1544                         *CURRENT SURVEY CONTROL
 OC1544  ___________________________________________________________________
 OC1544* NAD 83(1996)-  43 40 42.49279(N)    070 05 50.49300(W)     ADJUSTED  
 OC1544* NAVD 88     -                                                        
 OC1544  ___________________________________________________________________
 OC1544  LAPLACE CORR-           2.78  (seconds)                    DEFLEC99
 OC1544  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 OC1544
 OC1544  HORZ ORDER  -  THIRD
 OC1544
 OC1544.The horizontal coordinates were established by classical geodetic methods
 OC1544.and adjusted by the National Geodetic Survey in March 1998..
 OC1544
 OC1544
 OC1544.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1544
 OC1544.The geoid height was determined by GEOID03.
 OC1544
 OC1544;                    North         East     Units Scale Factor Converg.
 OC1544;SPC ME W     -    93,891.990   905,588.636   MT  0.99996705   +0 02 52.3
 OC1544;UTM  19      - 4,836,747.268   411,546.218   MT  0.99969624   -0 45 28.4
 OC1544
 OC1544                          SUPERSEDED SURVEY CONTROL
 OC1544
 OC1544  NAD 83(1992)-  43 40 42.49075(N)    070 05 50.49357(W) AD(       ) 4
 OC1544  NAD 83(1986)-  43 40 42.49685(N)    070 05 50.49882(W) AD(       ) 4
 OC1544  NAD 27      -  43 40 42.19500(N)    070 05 52.32900(W) AD(       ) 3
 OC1544
 OC1544.Superseded values are not recommended for survey control.
 OC1544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1544.See file dsdata.txt to determine how the superseded data were derived.
 OC1544
 OC1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ1154636747(NAD 83)
 OC1544
 OC1544  HISTORY     - Date     Condition        Report By
 OC1544  HISTORY     - 1943     MONUMENTED       CGS
 OC1544
 OC1544                          STATION DESCRIPTION
 OC1544
 OC1544'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 OC1544'THE STATION IS THE CENTER OF THE RADAR TOWER, LOCATED ON THE
 OC1544'HIGHEST POINT OF JEWELL ISLAND.  IT IS A FOUR-LEGGED STEEL
 OC1544'STRUCTURE ABOUT 150 FT. HIGH THAT APPEARS TO BE A WATER TANK ON
 OC1544'THE TOP.  THE ENTIRE STRUCTURE IS PAINTED GREY.  POINT OBSERVED
 OC1544'UPON, THE POINT ON THE APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0175 ***********************************************************************
 OC0175  DESIGNATION -  JEWELL RM 1
 OC0175  PID         -  OC0175
 OC0175  STATE/COUNTY-  ME/CUMBERLAND
 OC0175  USGS QUAD   -  SOUTH HARPSWELL (1975)
 OC0175
 OC0175                         *CURRENT SURVEY CONTROL
 OC0175  ___________________________________________________________________
 OC0175* NAD 83(1986)-  43 40 30.     (N)    070 05 55.     (W)     SCALED    
 OC0175* LOCAL TIDAL -        20.145  (meters)      66.09   (feet)  ADJ UNCH  
 OC0175  ___________________________________________________________________
 OC0175  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 OC0175
 OC0175  VERT ORDER  -  SECOND    CLASS 0
 OC0175
 OC0175.The horizontal coordinates were scaled from a topographic map and have
 OC0175.an estimated accuracy of +/- 6 seconds.
 OC0175
 OC0175.The orthometric height was key entered from printed documents
 OC0175.and not key verified.
 OC0175
 OC0175.The geoid height was determined by GEOID03.
 OC0175
 OC0175;                    North         East    Units  Estimated Accuracy
 OC0175;SPC ME W     -    93,510.      905,490.      MT  (+/- 180 meters Scaled)
 OC0175
 OC0175                          SUPERSEDED SURVEY CONTROL
 OC0175
 OC0175.No superseded survey control is available for this station.
 OC0175
 OC0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ114363(NAD 83)
 OC0175_MARKER: DR = REFERENCE MARK DISK
 OC0175_SETTING: 66 = SET IN ROCK OUTCROP
 OC0175_SP_SET: ROCK LEDGE
 OC0175_STAMPING: JEWELL NO 1 1933
 OC0175_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC0175+STABILITY: POSITION/ELEVATION WELL
 OC0175
 OC0175  HISTORY     - Date     Condition        Report By
 OC0175  HISTORY     - 1933     MONUMENTED       CGS
 OC0175  HISTORY     - 1943     GOOD             NGS
 OC0175
 OC0175                          STATION DESCRIPTION
 OC0175
 OC0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 OC0175'10 MI E FROM PORTLAND.
 OC0175'42.1 FEET NORTHEAST OF TRIANGULATION STATION JEWELL DESCRIBED
 OC0175'ABOVE, 74 FEET WEST OF THE SOUTHWEST CORNER OF A LONG FRAME
 OC0175'BUILDING WITH A CONCRETE FOUNDATION, 17.7 FEET NORTHEAST OF A
 OC0175'POLE, AND IN A ROCK LEDGE PROJECTING ABOUT 0.4 FEET ABOVE THE
 OC0175'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0176 ***********************************************************************
 OC0176  DESIGNATION -  JEWELL RM 2
 OC0176  PID         -  OC0176
 OC0176  STATE/COUNTY-  ME/CUMBERLAND
 OC0176  USGS QUAD   -  SOUTH HARPSWELL (1975)
 OC0176
 OC0176                         *CURRENT SURVEY CONTROL
 OC0176  ___________________________________________________________________
 OC0176* NAD 83(1986)-  43 40 30.     (N)    070 05 55.     (W)     SCALED    
 OC0176* LOCAL TIDAL -        18.434  (meters)      60.48   (feet)  ADJ UNCH  
 OC0176  ___________________________________________________________________
 OC0176  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 OC0176
 OC0176  VERT ORDER  -  SECOND    CLASS 0
 OC0176
 OC0176.The horizontal coordinates were scaled from a topographic map and have
 OC0176.an estimated accuracy of +/- 6 seconds.
 OC0176
 OC0176.The orthometric height was key entered from printed documents
 OC0176.and not key verified.
 OC0176
 OC0176.The geoid height was determined by GEOID03.
 OC0176
 OC0176;                    North         East    Units  Estimated Accuracy
 OC0176;SPC ME W     -    93,510.      905,490.      MT  (+/- 180 meters Scaled)
 OC0176
 OC0176                          SUPERSEDED SURVEY CONTROL
 OC0176
 OC0176.No superseded survey control is available for this station.
 OC0176
 OC0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ114363(NAD 83)
 OC0176_MARKER: DR = REFERENCE MARK DISK
 OC0176_SETTING: 66 = SET IN ROCK OUTCROP
 OC0176_SP_SET: ROCK LEDGE
 OC0176_STAMPING: JEWELL NO 2 1933
 OC0176_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC0176+STABILITY: POSITION/ELEVATION WELL
 OC0176
 OC0176  HISTORY     - Date     Condition        Report By
 OC0176  HISTORY     - 1933     MONUMENTED       CGS
 OC0176  HISTORY     - 1943     GOOD             NGS
 OC0176
 OC0176                          STATION DESCRIPTION
 OC0176
 OC0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 OC0176'10 MI E FROM PORTLAND.
 OC0176'25.7 FEET SOUTHWEST OF TRIANGULATION STATION JEWELL DESCRIBED
 OC0176'ABOVE, 118 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A
 OC0176'LONG FRAME BUILDING WITH A CONCRETE FOUNDATION, 50.6 FEET
 OC0176'SOUTHWEST OF A POLE, 33.4 FEET NORTH OF THE NORTHWEST CORNER OF
 OC0176'THE U.S. ENGINEERS OFFICE, AND IN A LEDGE OF ROCK PROJECTING
 OC0176'ABOUT 2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2513 ***********************************************************************
 PE2513  DESIGNATION -  JEWETT
 PE2513  PID         -  PE2513
 PE2513  STATE/COUNTY-  ME/SOMERSET
 PE2513  USGS QUAD   -  SOLON (1989)
 PE2513
 PE2513                         *CURRENT SURVEY CONTROL
 PE2513  ___________________________________________________________________
 PE2513* NAD 83(1996)-  44 53 40.34305(N)    069 47 48.54085(W)     ADJUSTED  
 PE2513* NAVD 88     -       238.     (meters)     781.     (feet)  SCALED    
 PE2513  ___________________________________________________________________
 PE2513  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 PE2513  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 PE2513
 PE2513  HORZ ORDER  -  THIRD
 PE2513
 PE2513.The horizontal coordinates were established by classical geodetic methods
 PE2513.and adjusted by the National Geodetic Survey in March 1998..
 PE2513
 PE2513.The orthometric height was scaled from a topographic map.
 PE2513
 PE2513.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2513
 PE2513.The geoid height was determined by GEOID03.
 PE2513
 PE2513;                    North         East     Units Scale Factor Converg.
 PE2513;SPC ME W     -   229,078.718   929,213.956   MT  0.99997716   +0 15 39.8
 PE2513;UTM  19      - 4,971,544.004   437,083.530   MT  0.99964867   -0 33 44.7
 PE2513
 PE2513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2513!SPC ME W     -   0.99996676  x   0.99997716  =   0.99994392
 PE2513!UTM  19      -   0.99996676  x   0.99964867  =   0.99961545
 PE2513
 PE2513:                Primary Azimuth Mark                     Grid Az
 PE2513:SPC ME W     -  BANNOCK                                  226 54 41.4
 PE2513:UTM  19      -  BANNOCK                                  227 44 05.9
 PE2513
 PE2513|---------------------------------------------------------------------|
 PE2513| PID    Reference Object                     Distance      Geod. Az  |
 PE2513|                                                           dddmmss.s |
 PE2513| PF1032 BANNOCK                             APPROX.26.2 KM 2271021.2 |
 PE2513|---------------------------------------------------------------------|
 PE2513
 PE2513                          SUPERSEDED SURVEY CONTROL
 PE2513
 PE2513  NAD 83(1992)-  44 53 40.34229(N)    069 47 48.53636(W) AD(       ) 3
 PE2513  NAD 83(1986)-  44 53 40.34630(N)    069 47 48.54346(W) AD(       ) 3
 PE2513  NAD 27      -  44 53 40.13839(N)    069 47 50.35135(W) AD(       ) 3
 PE2513
 PE2513.Superseded values are not recommended for survey control.
 PE2513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2513.See file dsdata.txt to determine how the superseded data were derived.
 PE2513
 PE2513_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK3708471544(NAD 83)
 PE2513_MARKER: DD = SURVEY DISK
 PE2513_SETTING: 66 = SET IN ROCK OUTCROP
 PE2513_SP_SET: SET IN ROCK OUTCROP
 PE2513_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE2513+STABILITY: POSITION/ELEVATION WELL
 PE2513
 PE2513  HISTORY     - Date     Condition        Report By
 PE2513  HISTORY     - 1902     MONUMENTED       USGS
 PE2513
 PE2513                          STATION DESCRIPTION
 PE2513
 PE2513'DESCRIBED BY US GEOLOGICAL SURVEY 1902
 PE2513'ON A BARE HILL WITH A LONE BIRCH TREE ABOUT 10.0 MI N. OF SKOWHEGAN,
 PE2513'IN MADISON TOWNSHIP.
 PE2513'
 PE2513'STATION MARK, A STANDARD DISK CEMENTED IN SOLID ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1632 ***********************************************************************
 QF1632  DESIGNATION -  JIM IBC
 QF1632  PID         -  QF1632
 QF1632  STATE/COUNTY-  ME/WASHINGTON
 QF1632  USGS QUAD   -  FOREST CITY (1988)
 QF1632
 QF1632                         *CURRENT SURVEY CONTROL
 QF1632  ___________________________________________________________________
 QF1632* NAD 83(1996)-  45 38 51.09865(N)    067 41 30.66460(W)     ADJUSTED  
 QF1632* NAVD 88     -       116.     (meters)     381.     (feet)  SCALED    
 QF1632  ___________________________________________________________________
 QF1632  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 QF1632  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 QF1632
 QF1632  HORZ ORDER  -  THIRD
 QF1632
 QF1632.The horizontal coordinates were established by classical geodetic methods
 QF1632.and adjusted by the National Geodetic Survey in March 1998..
 QF1632
 QF1632.The orthometric height was scaled from a topographic map.
 QF1632
 QF1632.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1632
 QF1632.The geoid height was determined by GEOID03.
 QF1632
 QF1632;                    North         East     Units Scale Factor Converg.
 QF1632;SPC ME E     -   220,418.963   362,991.832   MT  0.99994877   +0 34 40.4
 QF1632;UTM  19      - 5,055,718.728   601,934.045   MT  0.99972774   +0 56 07.7
 QF1632
 QF1632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1632!SPC ME E     -   0.99998557  x   0.99994877  =   0.99993434
 QF1632!UTM  19      -   0.99998557  x   0.99972774  =   0.99971332
 QF1632
 QF1632:                Primary Azimuth Mark                     Grid Az
 QF1632:SPC ME E     -  NONE IBC                                 039 02 20.1
 QF1632:UTM  19      -  NONE IBC                                 038 40 52.8
 QF1632
 QF1632|---------------------------------------------------------------------|
 QF1632| PID    Reference Object                     Distance      Geod. Az  |
 QF1632|                                                           dddmmss.s |
 QF1632| QF1629 NONE IBC                            448.846 METERS 0393700.5 |
 QF1632| QF1627 SHORT IBC                           382.406 METERS 07554     |
 QF1632| QF1633 REFERENCE MON 85=ELEPHANT           138.986 METERS 32513     |
 QF1632|---------------------------------------------------------------------|
 QF1632
 QF1632                          SUPERSEDED SURVEY CONTROL
 QF1632
 QF1632  NAD 83(1992)-  45 38 51.09538(N)    067 41 30.66263(W) AD(       ) 3
 QF1632  NAD 83(1986)-  45 38 51.09913(N)    067 41 30.67708(W) AD(       ) 3
 QF1632  NAD 27      -  45 38 50.88200(N)    067 41 32.65700(W) AD(       ) 3
 QF1632
 QF1632.Superseded values are not recommended for survey control.
 QF1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1632.See file dsdata.txt to determine how the superseded data were derived.
 QF1632
 QF1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL0193455719(NAD 83)
 QF1632_MARKER: DD = SURVEY DISK
 QF1632_SETTING: 80 = SET IN A BOULDER
 QF1632_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF1632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1632+STABILITY: SURFACE MOTION
 QF1632
 QF1632  HISTORY     - Date     Condition        Report By
 QF1632  HISTORY     - 1912     MONUMENTED       IBC
 QF1632  HISTORY     - 1955     GOOD             IBC
 QF1632  HISTORY     - 1972     GOOD             IBC
 QF1632
 QF1632                          STATION DESCRIPTION
 QF1632
 QF1632'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (AJB)
 QF1632'ON THE W SIDE OF SPEDNIK LAKE, 1 MILE BELOW FOREST CITY LANDING.  IT
 QF1632'IS AT A LITTLE PROJECTING CURVE OF THE SHORE OPPOSITE CURRENT ISLAND,
 QF1632'ON A ROCK 2.7 METERS LONG, 2.1 METERS WIDE, AND 0.5 METER HIGH.  TWO
 QF1632'BIG ROCKS ON THE CANADIAN SHORE ARE VISIBLE FROM THE STATION, ONE
 QF1632'OVER THE N END AND THE OTHER OVER THE S END OF CURRENT ISLAND.
 QF1632'STATION IS 6 FEET INSIDE TREE LINE, ON NE SIDE OF THE POINT.
 QF1632'
 QF1632'STATION MARK IS A COPPER DISK SET IN A DRILL HOLE IN THE ROCK.  A
 QF1632'CROSS WITHIN A TRIANGLE IS CUT IN A ROCK 6.89 METERS N AND INLAND
 QF1632'FROM THE STATION, A SECOND LIKE MARK IS CUT IN A ROCK 2.88 METERS
 QF1632'LAKEWARD FROM THE STATION, AND A THIRD LIKE MARK IS CUT IN A ROCK
 QF1632'2.72 METERS INLAND FROM THE STATION.
 QF1632'
 QF1632'STATION JIMMIE IS 93.65 FEET S.
 QF1632
 QF1632                          STATION RECOVERY (1955)
 QF1632
 QF1632'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1632'STATION RECOVERED IN GOOD CONDITION.
 QF1632
 QF1632                          STATION RECOVERY (1972)
 QF1632
 QF1632'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (NWS)
 QF1632'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1764 ***********************************************************************
 QF1764  DESIGNATION -  JIMMEY
 QF1764  PID         -  QF1764
 QF1764  STATE/COUNTY-  ME/WASHINGTON
 QF1764  USGS QUAD   -  JIMMEY MOUNTAIN (1988)
 QF1764
 QF1764                         *CURRENT SURVEY CONTROL
 QF1764  ___________________________________________________________________
 QF1764* NAD 83(1996)-  45 37 35.58002(N)    067 58 47.09088(W)     ADJUSTED  
 QF1764* NAVD 88     -       274.     (meters)     899.     (feet)  SCALED    
 QF1764  ___________________________________________________________________
 QF1764  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 QF1764  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 QF1764
 QF1764  HORZ ORDER  -  THIRD
 QF1764
 QF1764.The horizontal coordinates were established by classical geodetic methods
 QF1764.and adjusted by the National Geodetic Survey in March 1998..
 QF1764
 QF1764.The orthometric height was scaled from a topographic map.
 QF1764
 QF1764.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1764
 QF1764.The geoid height was determined by GEOID03.
 QF1764
 QF1764;                    North         East     Units Scale Factor Converg.
 QF1764;SPC ME E     -   217,901.660   340,566.672   MT  0.99992023   +0 22 18.8
 QF1764;UTM  19      - 5,053,062.164   579,530.222   MT  0.99967776   +0 43 45.5
 QF1764
 QF1764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1764!SPC ME E     -   0.99996080  x   0.99992023  =   0.99988103
 QF1764!UTM  19      -   0.99996080  x   0.99967776  =   0.99963857
 QF1764
 QF1764:                Primary Azimuth Mark                     Grid Az
 QF1764:SPC ME E     -  TOLMAN HILL                              186 08 33.9
 QF1764:UTM  19      -  TOLMAN HILL                              185 47 07.2
 QF1764
 QF1764|---------------------------------------------------------------------|
 QF1764| PID    Reference Object                     Distance      Geod. Az  |
 QF1764|                                                           dddmmss.s |
 QF1764| QG1389 TOLMAN HILL                         APPROX.21.4 KM 1863052.7 |
 QF1764|---------------------------------------------------------------------|
 QF1764
 QF1764                          SUPERSEDED SURVEY CONTROL
 QF1764
 QF1764  NAD 83(1992)-  45 37 35.57718(N)    067 58 47.08923(W) AD(       ) 3
 QF1764  NAD 83(1986)-  45 37 35.58167(N)    067 58 47.10469(W) AD(       ) 3
 QF1764  NAD 27      -  45 37 35.36536(N)    067 58 49.05781(W) AD(       ) 3
 QF1764
 QF1764.Superseded values are not recommended for survey control.
 QF1764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1764.See file dsdata.txt to determine how the superseded data were derived.
 QF1764
 QF1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL7953053062(NAD 83)
 QF1764_MARKER: DD = SURVEY DISK
 QF1764_SETTING: 66 = SET IN ROCK OUTCROP
 QF1764_SP_SET: SET IN A ROCK LEDGE
 QF1764_MAGNETIC: N = NO MAGNETIC MATERIAL
 QF1764_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF1764+STABILITY: POSITION/ELEVATION WELL
 QF1764
 QF1764  HISTORY     - Date     Condition        Report By
 QF1764  HISTORY     - 1929     MONUMENTED       USGS
 QF1764
 QF1764                          STATION DESCRIPTION
 QF1764
 QF1764'DESCRIBED BY US GEOLOGICAL SURVEY 1929 (TTR)
 QF1764'LOCATED ON JIMMEY MOUNTAIN, NEAR CENTER OF T. 8, R. 40, ABOUT 3.0 MI
 QF1764'W. OF HOT BROOK LAKE, ON S. END OF MOUNTAIN.
 QF1764'
 QF1764'STATION MARK-  STANDARD DISK SET IN GRANITE LEDGE OUTCROP, STAMPED
 QF1764'---R 1929---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1631 ***********************************************************************
 QF1631  DESIGNATION -  JIMMIE IBC
 QF1631  PID         -  QF1631
 QF1631  STATE/COUNTY-  ME/WASHINGTON
 QF1631  USGS QUAD   -  FOREST CITY (1988)
 QF1631
 QF1631                         *CURRENT SURVEY CONTROL
 QF1631  ___________________________________________________________________
 QF1631* NAD 83(1996)-  45 38 50.64823(N)    067 41 29.51463(W)     ADJUSTED  
 QF1631* NAVD 88     -       116.     (meters)     381.     (feet)  SCALED    
 QF1631  ___________________________________________________________________
 QF1631  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 QF1631  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 QF1631
 QF1631  HORZ ORDER  -  THIRD
 QF1631
 QF1631.The horizontal coordinates were established by classical geodetic methods
 QF1631.and adjusted by the National Geodetic Survey in March 1998..
 QF1631
 QF1631.The orthometric height was scaled from a topographic map.
 QF1631
 QF1631.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1631
 QF1631.The geoid height was determined by GEOID03.
 QF1631
 QF1631;                    North         East     Units Scale Factor Converg.
 QF1631;SPC ME E     -   220,405.310   363,016.871   MT  0.99994881   +0 34 41.2
 QF1631;UTM  19      - 5,055,705.234   601,959.163   MT  0.99972781   +0 56 08.5
 QF1631
 QF1631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1631!SPC ME E     -   0.99998557  x   0.99994881  =   0.99993438
 QF1631!UTM  19      -   0.99998557  x   0.99972781  =   0.99971339
 QF1631
 QF1631:                Primary Azimuth Mark                     Grid Az
 QF1631:SPC ME E     -  NONE IBC                                 035 25 17.4
 QF1631:UTM  19      -  NONE IBC                                 035 03 50.1
 QF1631
 QF1631|---------------------------------------------------------------------|
 QF1631| PID    Reference Object                     Distance      Geod. Az  |
 QF1631|                                                           dddmmss.s |
 QF1631| QF1629 NONE IBC                            444.565 METERS 0355958.6 |
 QF1631| QF1627 SHORT IBC                           362.172 METERS 07248     |
 QF1631| QF1632 JIM IBC                              28.521 METERS 29911     |
 QF1631| QF1633 REFERENCE MON 85=ELEPHANT           165.089 METERS 32052     |
 QF1631| QF1636 ANNIE                               APPROX. 0.9 KM 3284927.5 |
 QF1631|---------------------------------------------------------------------|
 QF1631
 QF1631                          SUPERSEDED SURVEY CONTROL
 QF1631
 QF1631  NAD 83(1992)-  45 38 50.64495(N)    067 41 29.51266(W) AD(       ) 3
 QF1631  NAD 83(1986)-  45 38 50.64870(N)    067 41 29.52709(W) AD(       ) 3
 QF1631  NAD 27      -  45 38 50.43100(N)    067 41 31.50600(W) AD(       ) 3
 QF1631
 QF1631.Superseded values are not recommended for survey control.
 QF1631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1631.See file dsdata.txt to determine how the superseded data were derived.
 QF1631
 QF1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL0195955705(NAD 83)
 QF1631_MARKER: DR = REFERENCE MARK DISK
 QF1631_SETTING: 80 = SET IN A BOULDER
 QF1631_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF1631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1631+STABILITY: SURFACE MOTION
 QF1631
 QF1631  HISTORY     - Date     Condition        Report By
 QF1631  HISTORY     - 1946     MONUMENTED       IBC
 QF1631  HISTORY     - 1955     GOOD             IBC
 QF1631  HISTORY     - 1972     GOOD             IBC
 QF1631
 QF1631                          STATION DESCRIPTION
 QF1631
 QF1631'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF1631'ON THE SE CORNER OF A PROMINENT BUT SOMEWHAT ROUNDING POINT ON THE W
 QF1631'SIDE OF SPEDNIK LAKE, ABOUT A MILE S OF FOREST CITY LANDING.  THE
 QF1631'POINT OF WOODS ON THE POINT IS 70 FEET UPSTREAM AND A BAY IS 70 FEET
 QF1631'DOWNSTREAM.  THE STATION IS 40 FEET OUTSIDE THE TREE LINE WHICH IS
 QF1631'ALSO THE HIGH - WATER LINE, ON A TRIANGULAR BOULDER WITH FLAT TOP, 8
 QF1631'FEET ON A SIDE AND 3 FEET HIGH, WITH A PROMINENT LIGHT - COLORED
 QF1631'POINTED BOULDER 15 FEET DOWNSTREAM.
 QF1631'
 QF1631'STATION MARK IS A GS OF C BRONZE REFERENCE MARK SET IN A DRILL HOLE
 QF1631'IN THE BOULDER, WITH ARROW POINTING TO STATION JIM.
 QF1631'
 QF1631'STATION JIM IS 93.65 FEET N, 6 FEET INSIDE THE TIMBER LINE.
 QF1631
 QF1631                          STATION RECOVERY (1955)
 QF1631
 QF1631'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1631'STATION RECOVERED IN GOOD CONDITION.
 QF1631
 QF1631                          STATION RECOVERY (1972)
 QF1631
 QF1631'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (NWS)
 QF1631'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2628 ***********************************************************************
 OC2628  DESIGNATION -  JOB
 OC2628  PID         -  OC2628
 OC2628  STATE/COUNTY-  ME/CUMBERLAND
 OC2628  USGS QUAD   -  STANDISH (1983)
 OC2628
 OC2628                         *CURRENT SURVEY CONTROL
 OC2628  ___________________________________________________________________
 OC2628* NAD 83(1996)-  43 44 41.31620(N)    070 34 08.89766(W)     ADJUSTED  
 OC2628* NAVD 88     -       133.9    (meters)     439.     (feet)  VERTCON   
 OC2628  ___________________________________________________________________
 OC2628  LAPLACE CORR-           4.37  (seconds)                    DEFLEC99
 OC2628  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 OC2628
 OC2628  HORZ ORDER  -  SECOND
 OC2628
 OC2628.The horizontal coordinates were established by classical geodetic methods
 OC2628.and adjusted by the National Geodetic Survey in March 1998..
 OC2628
 OC2628.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2628
 OC2628.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2628
 OC2628.The geoid height was determined by GEOID03.
 OC2628
 OC2628;                    North         East     Units Scale Factor Converg.
 OC2628;SPC ME W     -   101,338.932   867,582.319   MT  0.99997959   -0 16 41.8
 OC2628;UTM  19      - 4,844,726.486   373,657.061   MT  0.99979634   -1 05 06.4
 OC2628
 OC2628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2628!SPC ME W     -   0.99998319  x   0.99997959  =   0.99996278
 OC2628!UTM  19      -   0.99998319  x   0.99979634  =   0.99977953
 OC2628
 OC2628|---------------------------------------------------------------------|
 OC2628| PID    Reference Object                     Distance      Geod. Az  |
 OC2628|                                                           dddmmss.s |
 OC2628| CE8261 JOB RM 1                             25.110 METERS 20656     |
 OC2628| CE8262 JOB RM 2                             18.147 METERS 27213     |
 OC2628| OC2629 JOB AZ MK                           APPROX. 1.0 KM 3053853.1 |
 OC2628|---------------------------------------------------------------------|
 OC2628
 OC2628                          SUPERSEDED SURVEY CONTROL
 OC2628
 OC2628  NAD 83(1992)-  43 44 41.31520(N)    070 34 08.89897(W) AD(       ) 2
 OC2628  NAD 83(1986)-  43 44 41.32203(N)    070 34 08.90463(W) AD(       ) 2
 OC2628  NAD 27      -  43 44 41.04358(N)    070 34 10.70305(W) AD(       ) 2
 OC2628  NGVD 29 (07/19/86)  134.1    (m)          440.     (f) VERT ANG       
 OC2628
 OC2628.Superseded values are not recommended for survey control.
 OC2628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2628.See file dsdata.txt to determine how the superseded data were derived.
 OC2628
 OC2628_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ7365744726(NAD 83)
 OC2628_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OC2628_SETTING: 66 = SET IN ROCK OUTCROP
 OC2628
 OC2628  HISTORY     - Date     Condition        Report By
 OC2628  HISTORY     - 1976     MONUMENTED       NGS
 OC2628  HISTORY     - 19950925 GOOD             USPSQD
 OC2628
 OC2628                          STATION DESCRIPTION
 OC2628
 OC2628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2628'THE STATION IS LOCATED ABOUT 2.5 MILES SOUTHWEST OF SEBAGO LAKE
 OC2628'VILLAGE, 1.0 MILE NORTHWEST OF STANDISH AND 4.5 MILES EAST-
 OC2628'NORTHEAST OF EAST LIMINGTON ON PROPERTY OF MR. HERBERT MAREAN,
 OC2628'STANDISH, MAINE. PHONE 642-4563.
 OC2628'
 OC2628'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 25, 35
 OC2628'AND 35A IN STANDISH, GO NORTHWEST ON ROUTE 25 FOR 0.05 MILE TO
 OC2628'A FORK. KEEP RIGHT, GO NORTHWEST ON OAK HILL ROAD FOR 1.1 MILES
 OC2628'TO THE INTERSECTION OF JOB AND MOUNTAIN ROADS AND THE STATION
 OC2628'MARK ON THE LEFT.
 OC2628'
 OC2628'TO REACH THE AZIMUTH FROM THE STATION CONTINUE NORTHWEST ON OAK
 OC2628'HILL ROAD FOR 0.6 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 OC2628'
 OC2628'THE STATION MARK, STAMPED---JOB 1976---, IS A STANDARD DISK
 OC2628'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK. IT IS 23.5
 OC2628'FEET WEST-SOUTHWEST OF THE CENTERLINE OF OAK HILL ROAD AND 19.0
 OC2628'FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF JOB ROAD.
 OC2628'
 OC2628'REFERENCE MARK 1, STAMPED---JOB NO 1 1976---, IS A STANDARD
 OC2628'DISK CEMENTED IN A DRILL HOLE IN A BOULDER. IT IS 105 FEET
 OC2628'WEST-SOUTHWEST OF THE CENTERLINE OF OAK HILL ROAD AND 32.5 FEET
 OC2628'SOUTH-SOUTHEAST OF THE CENTERLINE OF JOB ROAD.
 OC2628'
 OC2628'REFERENCE MARK 2, STAMPED---JOB NO 2 1976---, IS A STANDARD
 OC2628'DISK CEMENTED IN A DRILL HOLE IN A BOULDER. IT IS 55.0 FEET
 OC2628'WEST-SOUTHWEST OF THE CENTERLINE OF OAK HILL ROAD AND 31.0 FEET
 OC2628'NORTH-NORTHWEST OF THE CENTERLINE OF JOB ROAD.
 OC2628'
 OC2628'THE AZIMUTH MARK, STAMPED---JOB 1976---, IS A STANDARD DISK
 OC2628'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST WHICH IS
 OC2628'ABOUT 2 INCHES BELOW THE GROUND SURFACE. IT IS 12.0 FEET EAST-
 OC2628'NORTHEAST OF THE CENTERLINE OF OAK HILL ROAD, 35.0 FEET NORTH-
 OC2628'NORTHEAST OF POWER POLE NUMBER 45 AND 1.5 FEET NORTH-NORTHWEST
 OC2628'OF A METAL WITNESS POST.
 OC2628'
 OC2628'THE HEIGHT OF LIGHT ABOVE THE STATION WAS 1.5 METERS.
 OC2628'
 OC2628'DESCRIBED BY JOHN R. HIGGINS.
 OC2628
 OC2628                          STATION RECOVERY (1995)
 OC2628
 OC2628'RECOVERY NOTE BY US POWER SQUADRON 1995
 OC2628'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2099 ***********************************************************************
 PE2099  DESIGNATION -  JOB 1944
 PE2099  PID         -  PE2099
 PE2099  STATE/COUNTY-  ME/KNOX
 PE2099  USGS QUAD   -  NORTH HAVEN WEST (1983)
 PE2099
 PE2099                         *CURRENT SURVEY CONTROL
 PE2099  ___________________________________________________________________
 PE2099* NAD 83(1996)-  44 13 07.06408(N)    068 57 03.81309(W)     ADJUSTED  
 PE2099* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 PE2099  ___________________________________________________________________
 PE2099  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 PE2099  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 PE2099
 PE2099  HORZ ORDER  -  THIRD
 PE2099
 PE2099.The horizontal coordinates were established by classical geodetic methods
 PE2099.and adjusted by the National Geodetic Survey in March 1998..
 PE2099
 PE2099.The orthometric height was scaled from a topographic map.
 PE2099
 PE2099.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2099
 PE2099.The geoid height was determined by GEOID03.
 PE2099
 PE2099;                    North         East     Units Scale Factor Converg.
 PE2099;SPC ME E     -    61,421.950   263,958.965   MT  0.99991597   -0 18 52.5
 PE2099;UTM  19      - 4,896,157.103   503,909.349   MT  0.99960019   +0 02 02.9
 PE2099
 PE2099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2099!SPC ME E     -   1.00000330  x   0.99991597  =   0.99991927
 PE2099!UTM  19      -   1.00000330  x   0.99960019  =   0.99960349
 PE2099
 PE2099:                Primary Azimuth Mark                     Grid Az
 PE2099:SPC ME E     -  NORTH HAVEN WATER TOWER                  146 55 09.3
 PE2099:UTM  19      -  NORTH HAVEN WATER TOWER                  146 34 13.9
 PE2099
 PE2099|---------------------------------------------------------------------|
 PE2099| PID    Reference Object                     Distance      Geod. Az  |
 PE2099|                                                           dddmmss.s |
 PE2099| PE2058 NORTH HAVEN WATER TOWER             APPROX.11.4 KM 1463616.8 |
 PE2099| PE2100 MOUSE ISLAND LEDGE SPINDLE          APPROX. 2.0 KM 1555758.8 |
 PE2099| PE2295 JAMESON PT SAMOSET HOTEL TANK       APPROX.15.5 KM 2240651.3 |
 PE2099|---------------------------------------------------------------------|
 PE2099
 PE2099                          SUPERSEDED SURVEY CONTROL
 PE2099
 PE2099  NAD 83(1992)-  44 13 07.06946(N)    068 57 03.79223(W) AD(       ) 3
 PE2099  NAD 83(1986)-  44 13 07.07133(N)    068 57 03.79465(W) AD(       ) 3
 PE2099  NAD 83(1986)-  44 13 07.04874(N)    068 57 03.71556(W) AD(       ) 3
 PE2099  NAD 27      -  44 13 06.74000(N)    068 57 05.55000(W) AD(       ) 3
 PE2099
 PE2099.Superseded values are not recommended for survey control.
 PE2099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2099.See file dsdata.txt to determine how the superseded data were derived.
 PE2099
 PE2099_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ0390996157(NAD 83)
 PE2099_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PE2099_SETTING: 66 = SET IN ROCK OUTCROP
 PE2099_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 PE2099_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2099_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE2099+STABILITY: POSITION/ELEVATION WELL
 PE2099
 PE2099  HISTORY     - Date     Condition        Report By
 PE2099  HISTORY     - 1944     MONUMENTED       CGS
 PE2099  HISTORY     - 1954     SEE DESCRIPTION  CGS
 PE2099  HISTORY     - 1983     GOOD             NOS
 PE2099
 PE2099                          STATION DESCRIPTION
 PE2099
 PE2099'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE2099'STATION IS SET IN ROCK LEDGE ON THE SW TIP OF JOB ISLAND, 10
 PE2099'METERS W OF WHERE THE SHORELINE BREAKS TO THE NE, 10 METERS BACK
 PE2099'OF THE MEAN HIGH-WATER LINE, AND 2 FEET OUTSIDE OF THE GRASS LINE.
 PE2099'
 PE2099'STATION MARK IS A BRONZE DISK STAMPED JOB 1944.
 PE2099'
 PE2099'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK - 8 FEET.
 PE2099
 PE2099                          STATION RECOVERY (1954)
 PE2099
 PE2099'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HOF)
 PE2099'THE STATION WAS RECOVERED AS DESCRIBED IN 1944 AND IS IN
 PE2099'GOOD CONDITION.
 PE2099
 PE2099                          STATION RECOVERY (1983)
 PE2099
 PE2099'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1983 (RST)
 PE2099'THE STATION WAS RECOVERED IN GOOD CONDITION.
 PE2099'
 PE2099'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.32 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2629 ***********************************************************************
 OC2629  DESIGNATION -  JOB AZ MK
 OC2629  PID         -  OC2629
 OC2629  STATE/COUNTY-  ME/CUMBERLAND
 OC2629  USGS QUAD   -  STANDISH (1983)
 OC2629
 OC2629                         *CURRENT SURVEY CONTROL
 OC2629  ___________________________________________________________________
 OC2629* NAD 83(1996)-  43 45 00.21253(N)    070 34 45.24677(W)     ADJUSTED  
 OC2629* NAVD 88     -       108.0    (meters)     354.     (feet)  VERTCON   
 OC2629  ___________________________________________________________________
 OC2629  LAPLACE CORR-           4.37  (seconds)                    DEFLEC99
 OC2629  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 OC2629
 OC2629  HORZ ORDER  -  SECOND
 OC2629
 OC2629.The horizontal coordinates were established by classical geodetic methods
 OC2629.and adjusted by the National Geodetic Survey in March 1998..
 OC2629
 OC2629.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2629
 OC2629.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2629
 OC2629.The geoid height was determined by GEOID03.
 OC2629
 OC2629;                    North         East     Units Scale Factor Converg.
 OC2629;SPC ME W     -   101,926.113   866,771.946   MT  0.99998024   -0 17 07.1
 OC2629;UTM  19      - 4,845,324.912   372,855.183   MT  0.99979884   -1 05 32.0
 OC2629
 OC2629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2629!SPC ME W     -   0.99998725  x   0.99998024  =   0.99996749
 OC2629!UTM  19      -   0.99998725  x   0.99979884  =   0.99978610
 OC2629
 OC2629:                Primary Azimuth Mark                     Grid Az
 OC2629:SPC ME W     -  JOB                                      125 55 35.1
 OC2629:UTM  19      -  JOB                                      126 44 00.0
 OC2629
 OC2629|---------------------------------------------------------------------|
 OC2629| PID    Reference Object                     Distance      Geod. Az  |
 OC2629|                                                           dddmmss.s |
 OC2629| OC2628 JOB                                 APPROX. 1.0 KM 1253828.0 |
 OC2629|---------------------------------------------------------------------|
 OC2629
 OC2629                          SUPERSEDED SURVEY CONTROL
 OC2629
 OC2629  NAD 83(1992)-  43 45 00.21154(N)    070 34 45.24807(W) AD(       ) 2
 OC2629  NAD 83(1986)-  43 45 00.21841(N)    070 34 45.25371(W) AD(       ) 2
 OC2629  NAD 27      -  43 44 59.94033(N)    070 34 47.05065(W) AD(       ) 2
 OC2629  NGVD 29 (07/19/86)  108.2    (m)          355.     (f) VERT ANG       
 OC2629
 OC2629.Superseded values are not recommended for survey control.
 OC2629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2629.See file dsdata.txt to determine how the superseded data were derived.
 OC2629
 OC2629_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ7285545325(NAD 83)
 OC2629_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OC2629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC2629_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC2629
 OC2629  HISTORY     - Date     Condition        Report By
 OC2629  HISTORY     - 1976     MONUMENTED       NGS
 OC2629
 OC2629                          STATION DESCRIPTION
 OC2629
 OC2629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2629'THIS STATION WAS ESTABLISHED BY AN EDM MEASUREMENT FROM
 OC2629'TRAVERSE STATION JOB. SEE DESCRIPTION THEREOF.
 OC2629'
 OC2629'DESCRIBED BY JERRY E. ELLINGWOOD.
 OC2629'
 OC2629'THE HEIGHT OF LIGHT ABOVE THE STATION WAS 1.0 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1837 ***********************************************************************
 QF1837  DESIGNATION -  JOE IBC
 QF1837  PID         -  QF1837
 QF1837  STATE/COUNTY-  ME/AROOSTOOK
 QF1837  USGS QUAD   -  NORTH AMITY (1989)
 QF1837
 QF1837                         *CURRENT SURVEY CONTROL
 QF1837  ___________________________________________________________________
 QF1837* NAD 83(1996)-  45 52 46.31458(N)    067 48 12.51978(W)     ADJUSTED  
 QF1837* NAVD 88     -       133.     (meters)     436.     (feet)  SCALED    
 QF1837  ___________________________________________________________________
 QF1837  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 QF1837  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 QF1837
 QF1837  HORZ ORDER  -  THIRD
 QF1837
 QF1837.The horizontal coordinates were established by classical geodetic methods
 QF1837.and adjusted by the National Geodetic Survey in March 1998..
 QF1837
 QF1837.The orthometric height was scaled from a topographic map.
 QF1837
 QF1837.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1837
 QF1837.The geoid height was determined by GEOID03.
 QF1837
 QF1837;                    North         East     Units Scale Factor Converg.
 QF1837;SPC ME E     -   246,121.164   354,066.441   MT  0.99993593   +0 30 00.1
 QF1837;UTM  19      - 5,081,358.831   592,850.155   MT  0.99970598   +0 51 32.5
 QF1837
 QF1837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1837!SPC ME E     -   0.99998288  x   0.99993593  =   0.99991881
 QF1837!UTM  19      -   0.99998288  x   0.99970598  =   0.99968887
 QF1837
 QF1837                          SUPERSEDED SURVEY CONTROL
 QF1837
 QF1837  NAD 83(1992)-  45 52 46.31157(N)    067 48 12.51624(W) AD(       ) 4
 QF1837  NAD 83(1986)-  45 52 46.16134(N)    067 48 11.90150(W) AD(       ) 4
 QF1837  NAD 27      -  45 52 46.16575(N)    067 48 14.52623(W) AD(       ) 3
 QF1837
 QF1837.Superseded values are not recommended for survey control.
 QF1837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1837.See file dsdata.txt to determine how the superseded data were derived.
 QF1837
 QF1837_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9285081359(NAD 83)
 QF1837_MARKER: DD = SURVEY DISK
 QF1837_SETTING: 0 = UNSPECIFIED SETTING
 QF1837_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QF1837
 QF1837  HISTORY     - Date     Condition        Report By
 QF1837  HISTORY     - 1912     MONUMENTED       IBC
 QF1837  HISTORY     - 1972     GOOD             IBC
 QF1837
 QF1837                          STATION DESCRIPTION
 QF1837
 QF1837'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (JEM)
 QF1837'ON MONUMENT BROOK, ABOUT 0.9 MILE ABOVE THE MOUTH OF GREENLEAF
 QF1837'BROOK, AND ABOUT 15 METERS E OF THE BROOK.  THE STATION IS ON THE
 QF1837'BEND OF THE BROOK ABOUT 76 METERS ABOVE A LARGE SLOUGH OR BACKWATER
 QF1837'COMING IN FROM THE UNITED STATES SIDE.
 QF1837'
 QF1837'THE SUBSURFACE MARK IS A PINT BOTTLE FILLED WITH SAND SET 2-1/2 FEET
 QF1837'BELOW THE SURFACE OF THE GROUND.  SURFACE MARK IS A BRONZE DISK SET
 QF1837'AND CENTERED OVER THE SUBSURFACE MARK IN A GRANITE POST 8 INCHES
 QF1837'SQUARE AND 2-1/2 FEET LONG.  ON THE VERTICAL FACES OF THE POST ARE
 QF1837'CUT THE LETTERS---U.S.C.B.---ONE LETTER ON EACH FACE.
 QF1837'
 QF1837'IN 1946 STATION WAS IN THICK BRUSH ABOUT 25 FEET FROM HIGH WATER.  A
 QF1837'15 - INCH DEAD BIRCH IS ON THE BANK OF THE BROOK DIRECTLY OUT FROM
 QF1837'THE STATION.  IN 1955 TOP OF POST 8 INCHES ABOVE GROUND.
 QF1837
 QF1837                          STATION RECOVERY (1972)
 QF1837
 QF1837'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1837'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1315 ***********************************************************************
 QG1315  DESIGNATION -  JOE MARY MT
 QG1315  PID         -  QG1315
 QG1315  STATE/COUNTY-  ME/PISCATAQUIS
 QG1315  USGS QUAD   -  JO-MARY MOUNTAIN (1988)
 QG1315
 QG1315                         *CURRENT SURVEY CONTROL
 QG1315  ___________________________________________________________________
 QG1315* NAD 83(1996)-  45 37 05.75893(N)    069 03 40.52758(W)     ADJUSTED  
 QG1315* NAVD 88     -       898.8    (meters)    2949.     (feet)  VERTCON   
 QG1315  ___________________________________________________________________
 QG1315  LAPLACE CORR-          -4.16  (seconds)                    DEFLEC99
 QG1315  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 QG1315
 QG1315  HORZ ORDER  -  FIRST
 QG1315
 QG1315.The horizontal coordinates were established by classical geodetic methods
 QG1315.and adjusted by the National Geodetic Survey in March 1998..
 QG1315
 QG1315.The NAVD 88 height was computed by applying the VERTCON shift value to
 QG1315.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QG1315
 QG1315.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1315
 QG1315.The geoid height was determined by GEOID03.
 QG1315
 QG1315;                    North         East     Units Scale Factor Converg.
 QG1315;SPC ME E     -   217,002.648   256,229.511   MT  0.99992355   -0 24 04.1
 QG1315;UTM  19      - 5,051,637.515   495,224.165   MT  0.99960028   -0 02 37.6
 QG1315
 QG1315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1315!SPC ME E     -   0.99986290  x   0.99992355  =   0.99978646
 QG1315!UTM  19      -   0.99986290  x   0.99960028  =   0.99946324
 QG1315
 QG1315|---------------------------------------------------------------------|
 QG1315| PID    Reference Object                     Distance      Geod. Az  |
 QG1315|                                                           dddmmss.s |
 QG1315| DA4475 JOE MARY MT RM 1                     15.352 METERS 08531     |
 QG1315| QG1441 RAGGED 2                            APPROX.13.7 KM 1054853.7 |
 QG1315| DA4476 JOE MARY MT RM 2                     20.102 METERS 19314     |
 QG1315|---------------------------------------------------------------------|
 QG1315
 QG1315                          SUPERSEDED SURVEY CONTROL
 QG1315
 QG1315  NAD 83(1992)-  45 37 05.75804(N)    069 03 40.52069(W) AD(       ) 1
 QG1315  NAD 83(1986)-  45 37 05.76250(N)    069 03 40.53172(W) AD(       ) 1
 QG1315  NAD 27      -  45 37 05.59300(N)    069 03 42.36600(W) AD(       ) 1
 QG1315  NGVD 29 (07/19/86)  899.0    (m)         2949.     (f) VERT ANG       
 QG1315
 QG1315.Superseded values are not recommended for survey control.
 QG1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1315.See file dsdata.txt to determine how the superseded data were derived.
 QG1315
 QG1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL9522451638(NAD 83)
 QG1315
 QG1315  HISTORY     - Date     Condition        Report By
 QG1315  HISTORY     - 1941     MONUMENTED       CGS
 QG1315
 QG1315                          STATION DESCRIPTION
 QG1315
 QG1315'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 QG1315'STATION IS LOCATED ON THE SPRUCE-WOODED SUMMIT OF JOE-MARY
 QG1315'MOUNTAIN.  THIS IS A WELL-KNOWN MOUNTAIN ABOUT 28 MILES ENE OF
 QG1315'GREENVILLE, ABOUT 16 MILES W BY S OF MILLINOCKET AND ABOUT 24
 QG1315'MILES N BY W OF MILO.  STATION IS SET ABOUT 6 INCHES BELOW
 QG1315'GROUND IN THE CENTER OF A BRANCH OF THE APPALACHIAN TRAIL WHICH
 QG1315'CROSSES THE SUMMIT OF THE MOUNTAIN.  THERE IS AN OLD LADDER
 QG1315'BUILT IN A TREE FOR A FOREST FIRE LOOKOUT ABOUT 15 FEET W OF
 QG1315'STATION OF THE N SIDE OF THE TRAIL.  TREES WERE BLAZED AROUND
 QG1315'THE STATION AND THE REMAINS OF THE POLE TOWER WILL HELP LOCATE
 QG1315'THE MARK.
 QG1315'
 QG1315'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 QG1315'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 QG1315'
 QG1315'NO UNDERGROUND OR AZIMUTH MARKS WERE SET.
 QG1315'
 QG1315'THE ONLY WAY TO REACH STATION IS BY BOAT FROM MILLINOCKET TO
 QG1315'COOPER POND AT THE NE BASE OF THE MOUNTAIN.  FROM THERE IT IS A
 QG1315'4-HOUR PACK TO THE TOP.
 QG1315'
 QG1315'JASPER HAYNES, WHOSE ADDRESS IS BUCKHORN CAMPS, PERKINS, MAINE,
 QG1315'WILL TAKE A PARTY BY BOAT TO HIS SPORTING CAMP ON COOPER
 QG1315'POND.  FROM THIS CABIN FOLLOW THE BLUE PAINTED TRAIL TO TOP OF
 QG1315'MOUNTAIN.
 QG1315'
 QG1315'HEIGHT OF LIGHT ABOVE STATION MARK 45 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0676 ***********************************************************************
 QF0676  DESIGNATION -  JOES IBC
 QF0676  PID         -  QF0676
 QF0676  STATE/COUNTY-  ME/WASHINGTON
 QF0676  USGS QUAD   -  ROBBINSTON (1977)
 QF0676
 QF0676                         *CURRENT SURVEY CONTROL
 QF0676  ___________________________________________________________________
 QF0676* NAD 83(1996)-  45 04 36.26338(N)    067 04 57.88577(W)     ADJUSTED  
 QF0676* NAVD 88     -         9.6    (meters)      31.     (feet)  VERTCON   
 QF0676  ___________________________________________________________________
 QF0676  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 QF0676  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 QF0676
 QF0676  HORZ ORDER  -  THIRD
 QF0676
 QF0676.The horizontal coordinates were established by classical geodetic methods
 QF0676.and adjusted by the National Geodetic Survey in March 1998..
 QF0676
 QF0676.The NAVD 88 height was computed by applying the VERTCON shift value to
 QF0676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QF0676
 QF0676.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0676
 QF0676.The geoid height was determined by GEOID03.
 QF0676
 QF0676;                    North         East     Units Scale Factor Converg.
 QF0676;SPC ME E     -   157,648.227   411,585.550   MT  1.00005306   +1 00 12.9
 QF0676;UTM  19      - 4,993,263.347   650,907.059   MT  0.99988002   +1 21 28.0
 QF0676
 QF0676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0676!SPC ME E     -   1.00000207  x   1.00005306  =   1.00005513
 QF0676!UTM  19      -   1.00000207  x   0.99988002  =   0.99988209
 QF0676
 QF0676:                Primary Azimuth Mark                     Grid Az
 QF0676:SPC ME E     -  BEAN IBC                                 134 05 56.0
 QF0676:UTM  19      -  BEAN IBC                                 133 44 40.9
 QF0676
 QF0676|---------------------------------------------------------------------|
 QF0676| PID    Reference Object                     Distance      Geod. Az  |
 QF0676|                                                           dddmmss.s |
 QF0676| QF0667 BEAN IBC                            APPROX. 2.1 KM 1350608.9 |
 QF0676| QF0677 RANGE MARK 1 IBC                      2.810 METERS 21846     |
 QF0676|---------------------------------------------------------------------|
 QF0676
 QF0676                          SUPERSEDED SURVEY CONTROL
 QF0676
 QF0676  NAD 83(1992)-  45 04 36.25611(N)    067 04 57.88488(W) AD(       ) 3
 QF0676  NAD 83(1986)-  45 04 36.25621(N)    067 04 57.88380(W) AD(       ) 3
 QF0676  NAD 27      -  45 04 35.98000(N)    067 04 59.93600(W) AD(       ) 3
 QF0676  NGVD 29 (09/20/87)    9.8    (m)           32.     (f) VERT ANG       
 QF0676
 QF0676.Superseded values are not recommended for survey control.
 QF0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0676.See file dsdata.txt to determine how the superseded data were derived.
 QF0676
 QF0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5090793263(NAD 83)
 QF0676_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QF0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QF0676_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QF0676_MAGNETIC: N = NO MAGNETIC MATERIAL
 QF0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0676+STABILITY: SURFACE MOTION
 QF0676
 QF0676  HISTORY     - Date     Condition        Report By
 QF0676  HISTORY     - 1946     MONUMENTED       IBC
 QF0676  HISTORY     - 1972     GOOD             IBC
 QF0676  HISTORY     - 1985     GOOD             NOS
 QF0676
 QF0676                          STATION DESCRIPTION
 QF0676
 QF0676'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF0676'ON THE EAST SIDE OF THE MOUTH OF THE ST CROIX RIVER, ON JOES POINT.
 QF0676'IT IS 9.26 FEET NORTHEAST OF---RANGE MARK 1---ABOUT 35 FEET INSIDE
 QF0676'THE HIGH - WATER LINE, AND ABOUT 25 FEET NORTH OF THE ROAD TO THE
 QF0676'BEACH.
 QF0676'
 QF0676'STATION MARK IS AN IBC TABLET IN A DRILL HOLE INSIDE A TRIANGLE
 QF0676'WITHIN A SQUARE CUT IN THE TOP OF A LARGE CONCRETE POST SET IN THE
 QF0676'GROUND NEARLY FLUSH WITH SURFACE.
 QF0676
 QF0676                          STATION RECOVERY (1972)
 QF0676
 QF0676'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF0676'RECOVERED IN GOOD CONDITION.
 QF0676
 QF0676                          STATION RECOVERY (1985)
 QF0676
 QF0676'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1985 (WVH)
 QF0676'THE STATION WAS RECOVERED AT THIS DATE.
 QF0676'DESCRIPTION IS ADEQUATE.
 QF0676'NEW TO REACH FOLLOWS.
 QF0676'
 QF0676'TO REACH FROM THE BLOCKHOUSE ON THE NORTH EDGE OF ST ANDREWS, GO
 QF0676'NORTH ALONG THE SHORE ROAD FOR 0.45 MILES TO A FORK, TAKE LEFT FORK
 QF0676'AND GO NORTH FOR 0.15 MILES TO END OF PAVEMENT.  CONTINUE ON GRAVEL
 QF0676'ROAD FOR 0.45 MILES TO END OF ROAD.  PACK WEST, DOWNHILL ABOUT 100
 QF0676'METERS TO STATION AND RANGE MARK ON RIGHT.
 QF0676'
 QF0676'HEIGHT OF LIGHT SHOWN WAS 1.4 METERS ABOVE THE MARK.
 QF0676'DESCRIBED BY G.E.L.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0288 ***********************************************************************
 OB0288  DESIGNATION -  JOHN 1913
 OB0288  PID         -  OB0288
 OB0288  STATE/COUNTY-  ME/KNOX
 OB0288  USGS QUAD   -  MATINICUS (1973)
 OB0288
 OB0288                         *CURRENT SURVEY CONTROL
 OB0288  ___________________________________________________________________
 OB0288* NAD 83(1996)-  43 52 09.97086(N)    068 54 03.98034(W)     ADJUSTED  
 OB0288* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 OB0288  ___________________________________________________________________
 OB0288  LAPLACE CORR-           2.22  (seconds)                    DEFLEC99
 OB0288  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 OB0288
 OB0288  HORZ ORDER  -  THIRD
 OB0288
 OB0288.The horizontal coordinates were established by classical geodetic methods
 OB0288.and adjusted by the National Geodetic Survey in March 1998..
 OB0288
 OB0288.The orthometric height was scaled from a topographic map.
 OB0288
 OB0288.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0288
 OB0288.The geoid height was determined by GEOID03.
 OB0288
 OB0288;                    North         East     Units Scale Factor Converg.
 OB0288;SPC ME E     -    22,605.227   267,761.591   MT  0.99991278   -0 16 40.7
 OB0288;UTM  19      - 4,857,376.342   507,946.133   MT  0.99960078   +0 04 06.7
 OB0288
 OB0288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0288!SPC ME E     -   1.00000253  x   0.99991278  =   0.99991531
 OB0288!UTM  19      -   1.00000253  x   0.99960078  =   0.99960331
 OB0288
 OB0288|---------------------------------------------------------------------|
 OB0288| PID    Reference Object                     Distance      Geod. Az  |
 OB0288|                                                           dddmmss.s |
 OB0288| CE8264 JOHN 1913 RM 2                        6.145 METERS 16922     |
 OB0288| CE8263 JOHN 1913 RM 1                       14.064 METERS 24136     |
 OB0288| OB0299 GREEN ISLAND RESET                  APPROX. 9.4 KM 2933703.8 |
 OB0288| OB0298 GREEN ISLAND WESTERNMOST BLDG       APPROX. 9.6 KM 2943952.0 |
 OB0288|---------------------------------------------------------------------|
 OB0288
 OB0288                          SUPERSEDED SURVEY CONTROL
 OB0288
 OB0288  NAD 83(1992)-  43 52 09.97728(N)    068 54 03.95954(W) AD(       ) 3
 OB0288  NAD 83(1986)-  43 52 09.98067(N)    068 54 03.96638(W) AD(       ) 3
 OB0288  NAD 27      -  43 52 09.68300(N)    068 54 05.83100(W) AD(       ) 3
 OB0288
 OB0288.Superseded values are not recommended for survey control.
 OB0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0288.See file dsdata.txt to determine how the superseded data were derived.
 OB0288
 OB0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ0794657376(NAD 83)
 OB0288
 OB0288  HISTORY     - Date     Condition        Report By
 OB0288  HISTORY     - 1913     MONUMENTED       CGS
 OB0288  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0288  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OB0288  HISTORY     - 1963     SEE DESCRIPTION  CGS
 OB0288
 OB0288                          STATION DESCRIPTION
 OB0288
 OB0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (NHH)
 OB0288'ON THE HIGH, BARE SPOT ON THE NORTHWESTERN POINT OF MATINICUS
 OB0288'ISLAND KNOWN AS THE WEST POINT.  THE STATION MARK IS A COPPER
 OB0288'BOLT EMBEDDED IN CONCRETE AND PROJECTING ABOUT 1-1/2
 OB0288'INCHES.  REFERENCE MARK NO. 1 IS A 1/2-INCH DRILL HOLE 1 INCH
 OB0288'DEEP IN A LEDGE HAVING STREAKS OF QUARTZ SHOWING IN IT.  FROM
 OB0288'THE STATION THIS REFERENCE MARK IS 59 DEG 24 MIN TO THE RIGHT OF
 OB0288'A TALL SCRAGGY TREE ON MATINICUS ISLAND AND AT A DISTANCE FROM
 OB0288'THE STATION OF 13.7 METERS.  REFERENCE MARK NO. 2 IS A
 OB0288'1/2-INCH DRILL HOLE 1 INCH DEEP IN A ROCK.  FROM THE STATION
 OB0288'THIS REFERENCE MARK IS 99 DEG 32 MIN TO THE LEFT OF A
 OB0288'WHITE BOULDER ON THE SHORE (TOP OF BOULDER) AND AT A DISTANCE
 OB0288'FROM THE STATION OF 6.2 METERS.
 OB0288
 OB0288                          STATION RECOVERY (1934)
 OB0288
 OB0288'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0288'STATION RECOVERED AS DESCRIBED.  THE REFERENCE MARKS WERE ALSO
 OB0288'FOUND AS DESCRIBED.  STANDARD REFERENCE DISKS WERE INSERTED
 OB0288'IN THE DRILL HOLES, ALL DISTANCES REMEASURED AND ANGLES TURNED
 OB0288'BETWEEN REFERENCE MARKS.
 OB0288
 OB0288                          STATION RECOVERY (1953)
 OB0288
 OB0288'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (PT)
 OB0288'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD
 OB0288'CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE MEASURED
 OB0288'WITH A STEEL TAPE AND FOUND TO BE CORRECT.  THE 1913 DESCRIPTION
 OB0288'IS ADEQUATE, EXCEPT THAT THE TALL SCRAGGY TREE ON MATINICUS
 OB0288'ISLAND HAS BEEN CUT DOWN.
 OB0288
 OB0288                          STATION RECOVERY (1963)
 OB0288
 OB0288'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (GAM)
 OB0288'THE STATION WAS RECOVERED AND THE STATION MARK, A METAL PLUG,
 OB0288'AND BOTH REFERENCE MARK DISKS WERE FOUND IN GOOD CONDITION.
 OB0288'
 OB0288'TO REACH THE STATION FROM THE POST OFFICE IN THE VILLAGE OF
 OB0288'MATINICUS ON MATINICUS ISLAND, GO SOUTHERLY ON AN IMPROVED ROAD
 OB0288'FOR 0.5 MILE TO A CROSS ROAD.  CONTINUE STRAIGHT AHEAD, WESTERLY,
 OB0288'AND GO 0.3 MILE TO A FORK.  TAKE THE RIGHT ROAD, NORTHERLY,
 OB0288'AND GO 0.1 MILE TO THE END OF TRUCK TRAVEL.  FROM HERE PACK
 OB0288'NORTHERLY, SKIRTING AROUND BURGESS COVE, TO THE HIGHEST POINT
 OB0288'ON WEST POINT AND THE STATION SITE.  PACKING TIME ABOUT 30
 OB0288'MINUTES.
 OB0288'
 OB0288'TO REACH MATINICUS ISLAND GO BY FERRY FROM ROCKLAND, MAINE.
 OB0288'
 OB0288'NOTE--THERE IS AN ABANDONED TRACK ROAD LEADING OFF FROM THE
 OB0288'AIR STRIP TO WEST POINT AND THIS CAN BE DRIVEN WITH SOME
 OB0288'CLEARING AND SOME MINOR REPAIRS TO A SMALL BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1840 ***********************************************************************
 PE1840  DESIGNATION -  JOHN 1944
 PE1840  PID         -  PE1840
 PE1840  STATE/COUNTY-  ME/HANCOCK
 PE1840  USGS QUAD   -  JOHNS ISLAND (1983)
 PE1840
 PE1840                         *CURRENT SURVEY CONTROL
 PE1840  ___________________________________________________________________
 PE1840* NAD 83(1996)-  44 06 35.92651(N)    068 24 15.82910(W)     ADJUSTED  
 PE1840* NAVD 88     -        23.     (meters)      75.     (feet)  SCALED    
 PE1840  ___________________________________________________________________
 PE1840  LAPLACE CORR-           4.26  (seconds)                    DEFLEC99
 PE1840  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 PE1840
 PE1840  HORZ ORDER  -  THIRD
 PE1840
 PE1840.The horizontal coordinates were established by classical geodetic methods
 PE1840.and adjusted by the National Geodetic Survey in March 1998..
 PE1840
 PE1840.The orthometric height was scaled from a topographic map.
 PE1840
 PE1840.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1840
 PE1840.The geoid height was determined by GEOID03.
 PE1840
 PE1840;                    North         East     Units Scale Factor Converg.
 PE1840;SPC ME E     -    49,256.044   307,653.011   MT  0.99990072   +0 03 59.6
 PE1840;UTM  19      - 4,884,260.587   547,663.675   MT  0.99962794   +0 24 52.5
 PE1840
 PE1840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1840!SPC ME E     -   1.00000025  x   0.99990072  =   0.99990097
 PE1840!UTM  19      -   1.00000025  x   0.99962794  =   0.99962819
 PE1840
 PE1840:                Primary Azimuth Mark                     Grid Az
 PE1840:SPC ME E     -  SCRAG ISLAND                             046 15 41.8
 PE1840:UTM  19      -  SCRAG ISLAND                             045 54 48.9
 PE1840
 PE1840|---------------------------------------------------------------------|
 PE1840| PID    Reference Object                     Distance      Geod. Az  |
 PE1840|                                                           dddmmss.s |
 PE1840| PE1828 SCRAG ISLAND                        APPROX. 7.9 KM 0461941.4 |
 PE1840| OB0277 MOUNT DESERT ROCK LIGHTHOUSE        APPROX.27.1 KM 1251351.7 |
 PE1840|---------------------------------------------------------------------|
 PE1840
 PE1840                          SUPERSEDED SURVEY CONTROL
 PE1840
 PE1840  NAD 83(1992)-  44 06 35.93855(N)    068 24 15.81626(W) AD(       ) 3
 PE1840  NAD 83(1986)-  44 06 35.93981(N)    068 24 15.82155(W) AD(       ) 3
 PE1840  NAD 27      -  44 06 35.64800(N)    068 24 17.72700(W) AD(       ) 3
 PE1840
 PE1840.Superseded values are not recommended for survey control.
 PE1840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1840.See file dsdata.txt to determine how the superseded data were derived.
 PE1840
 PE1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ4766484261(NAD 83)
 PE1840
 PE1840  HISTORY     - Date     Condition        Report By
 PE1840  HISTORY     - 1944     MONUMENTED       CGS
 PE1840  HISTORY     - 1956     SEE DESCRIPTION  CGS
 PE1840
 PE1840                          STATION DESCRIPTION
 PE1840
 PE1840'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1840'STATION IS LOCATED ON THE HIGHEST PART OF JOHN ISLAND, WHICH IS
 PE1840'ABOUT 1 MILE SOUTHWEST OF SWAN ISLAND AND 1 MILE EAST OF LONG
 PE1840'ISLAND.  MARK IS SET IN LEDGE ROCK OUTCROP THAT EXTENDS N.N.W. AND
 PE1840'S.S.E., IS ABOUT 10 FEET ABOVE SURROUNDING GROUND, AND 5 METERS
 PE1840'FROM N.W. END OF LEDGE.  MARK IS A STANDARD TRIANGULATION DISC
 PE1840'STAMPED JOHN 1944.
 PE1840'
 PE1840'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK 40 FEET.
 PE1840
 PE1840                          STATION RECOVERY (1956)
 PE1840
 PE1840'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 PE1840'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 PE1840'DESCRIPTION IS ADEQUATE AND COMPLETE.  IT IS MARKED BY A
 PE1840'TOPOGRAPHIC DISK, STAMPED JOHN 1944.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1588 ***********************************************************************
 OC1588  DESIGNATION -  JOHNS HILL 1850
 OC1588  PID         -  OC1588
 OC1588  STATE/COUNTY-  ME/CUMBERLAND
 OC1588  USGS QUAD   -  CAPE ELIZABETH (1975)
 OC1588
 OC1588                         *CURRENT SURVEY CONTROL
 OC1588  ___________________________________________________________________
 OC1588* NAD 83(1996)-  43 34 46.32211(N)    070 12 50.03355(W)     ADJUSTED  
 OC1588* NAVD 88     -        44.     (meters)     144.     (feet)  SCALED    
 OC1588  ___________________________________________________________________
 OC1588  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 OC1588  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 OC1588
 OC1588  HORZ ORDER  -  THIRD
 OC1588
 OC1588.The horizontal coordinates were established by classical geodetic methods
 OC1588.and adjusted by the National Geodetic Survey in March 1998..
 OC1588
 OC1588.The orthometric height was scaled from a topographic map.
 OC1588
 OC1588.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1588
 OC1588.The geoid height was determined by GEOID03.
 OC1588
 OC1588;                    North         East     Units Scale Factor Converg.
 OC1588;SPC ME W     -    82,898.788   896,185.215   MT  0.99996685   -0 01 57.2
 OC1588;UTM  19      - 4,825,890.092   401,991.751   MT  0.99971815   -0 50 12.8
 OC1588
 OC1588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1588!SPC ME W     -   0.99999722  x   0.99996685  =   0.99996407
 OC1588!UTM  19      -   0.99999722  x   0.99971815  =   0.99971537
 OC1588
 OC1588:                Primary Azimuth Mark                     Grid Az
 OC1588:SPC ME W     -  MT INDEPENDENCE                          336 51 11.9
 OC1588:UTM  19      -  MT INDEPENDENCE                          337 39 27.5
 OC1588
 OC1588|---------------------------------------------------------------------|
 OC1588| PID    Reference Object                     Distance      Geod. Az  |
 OC1588|                                                           dddmmss.s |
 OC1588| OC1966 MT INDEPENDENCE                     APPROX.21.7 KM 3364914.7 |
 OC1588|---------------------------------------------------------------------|
 OC1588
 OC1588                          SUPERSEDED SURVEY CONTROL
 OC1588
 OC1588  NAD 83(1992)-  43 34 46.32037(N)    070 12 50.03471(W) AD(       ) 3
 OC1588  NAD 83(1986)-  43 34 46.32640(N)    070 12 50.04017(W) AD(       ) 3
 OC1588  NAD 27      -  43 34 46.01600(N)    070 12 51.89000(W) AD(       ) 3
 OC1588
 OC1588.Superseded values are not recommended for survey control.
 OC1588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1588.See file dsdata.txt to determine how the superseded data were derived.
 OC1588
 OC1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0199225890(NAD 83)
 OC1588
 OC1588  HISTORY     - Date     Condition        Report By
 OC1588  HISTORY     - 1850     MONUMENTED       COASUR
 OC1588  HISTORY     - 1913     SEE DESCRIPTION  CGS
 OC1588  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1588  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OC1588
 OC1588                          STATION DESCRIPTION
 OC1588
 OC1588'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 OC1588'STATION IS ON A PROMINENT WOODED HILL ON THE COAST OF CAPE
 OC1588'ELIZABETH TOWNSHIP, ABOUT 1-1/4 MILES TO THE NORTHWESTWARD OF
 OC1588'CAPE ELIZABETH TWIN LIGHTS.  THE HILL IS NOW LOCALLY KNOWN AS
 OC1588'SHORE ACRES AND BELONGS TO L.M. LAYTON AND E.C. REYNOLDS, OF
 OC1588'PORTLAND.  A LARGE WATER TANK SUPPORTED ON 12 IRON POSTS RESTING
 OC1588'ON CEMENT PIERS HAS BEEN BUILT CLOSE TO THE STATION AND AN
 OC1588'80-FOOT WINDMILL STANDS 11-1/2 METERS NW OF THE STATION.  THE
 OC1588'STATION IS MARKED BY A COPPER BOLT IN THE TOP OF A GRANITE
 OC1588'POST, THE FOOT OF WHICH IS IN THE CENTER OF A BURIED EARTHEN
 OC1588'CONE.  THE BOLT HAS A CROSS ON ITS HEAD.  TWO STANDARD DISK
 OC1588'REFERENCE MARKS ARE SET, ONE 46.2 METERS TO THE SE OF THE
 OC1588'STATION AND THE OTHER 70.63 METERS ENE FROM THE STATION.
 OC1588
 OC1588                          STATION RECOVERY (1933)
 OC1588
 OC1588'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1588'STATION MARK FOUND AS DESCRIBED IN GOOD CONDITION.  REFERENCE
 OC1588'MARK TO SE PROBABLY DESTROYED.  REFERENCE MARK ENE OF STATION NOT
 OC1588'FOUND.  WATER TOWER AND WINDMILL IN DESCRIPTION HAVE BEEN
 OC1588'REMOVED.  FOUNDATIONS OF BOTH REMAIN.  STATION MARK IS S OF OLD
 OC1588'TOWER FOUNDATION PIERS AND IS 6.7 FEET FROM SW PIER AND 10.6 FEET
 OC1588'FROM THE SE PIER.
 OC1588'
 OC1588'AN ARMY OBSERVATION TOWER IS ABOUT 75 METERS SE OF STATION.
 OC1588
 OC1588                          STATION RECOVERY (1942)
 OC1588
 OC1588'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OC1588'STATION WAS SEARCHED FOR BUT NOT FOUND.  AN ARMY OBSERVATION TOWER
 OC1588'IS NOW BEING BUILT NEAR OR ON THE STATION SITE.  FROM INFORMATION
 OC1588'GAINED FROM THE U.S. ARMY ENGINEERS A NEW STATION HAS BEEN
 OC1588'ESTABLISHED NEAR THE OLD SITE, BUT AT THE PRESENT TIME THIS NEW
 OC1588'STATION IS OF A CONFIDENTIAL STATUS.  FROM THE MEASUREMENTS
 OC1588'GIVEN FROM THE FOUNDATION OF THE OLD WATER TOWER, AND FROM THE
 OC1588'REFERENCE MARK SE OF THE STATION THE MARK IS NOW COVERED WITH
 OC1588'THREE OR FOUR FEET OF EARTH FILL, AND VERY CLOSE BY THE NEW
 OC1588'OBSERVATION TOWER OF THE ARMY.  BY DIGGING, THE OLD STATION
 OC1588'MIGHT BE RECOVERED.  THE REFERENCE MARK SE OF THE
 OC1588'STATION IS ABOUT TO BE DESTROYED FOR THE GROUND HAS BEEN
 OC1588'REMOVED FROM AROUND ITS BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2050 ***********************************************************************
 OC2050  DESIGNATION -  JOHNSONS HOUSE EAST CHIMNEY
 OC2050  PID         -  OC2050
 OC2050  STATE/COUNTY-  ME/YORK
 OC2050  USGS QUAD   -  BIDDEFORD (1975)
 OC2050
 OC2050                         *CURRENT SURVEY CONTROL
 OC2050  ___________________________________________________________________
 OC2050* NAD 83(1996)-  43 29 07.39895(N)    070 23 10.68908(W)     ADJUSTED  
 OC2050* NAVD 88     -                                                        
 OC2050  ___________________________________________________________________
 OC2050  LAPLACE CORR-           3.46  (seconds)                    DEFLEC99
 OC2050  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 OC2050
 OC2050  HORZ ORDER  -  THIRD
 OC2050
 OC2050.The horizontal coordinates were established by classical geodetic methods
 OC2050.and adjusted by the National Geodetic Survey in March 1998..
 OC2050
 OC2050
 OC2050.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2050
 OC2050.The geoid height was determined by GEOID03.
 OC2050
 OC2050;                    North         East     Units Scale Factor Converg.
 OC2050;SPC ME W     -    72,461.649   882,232.888   MT  0.99997055   -0 09 04.1
 OC2050;UTM  19      - 4,815,652.051   387,897.684   MT  0.99975458   -0 57 14.8
 OC2050
 OC2050                          SUPERSEDED SURVEY CONTROL
 OC2050
 OC2050  NAD 83(1992)-  43 29 07.39755(N)    070 23 10.69034(W) AD(       ) 4
 OC2050  NAD 83(1986)-  43 29 07.40349(N)    070 23 10.69602(W) AD(       ) 4
 OC2050  NAD 27      -  43 29 07.10000(N)    070 23 12.55000(W) AD(       ) 3
 OC2050
 OC2050.Superseded values are not recommended for survey control.
 OC2050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2050.See file dsdata.txt to determine how the superseded data were derived.
 OC2050
 OC2050_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ8789815652(NAD 83)
 OC2050
 OC2050  HISTORY     - Date     Condition        Report By
 OC2050  HISTORY     - UNK      MONUMENTED
 OC2050  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OC2050  HISTORY     - 1954     SEE DESCRIPTION  CGS
 OC2050
 OC2050                          STATION DESCRIPTION
 OC2050
 OC2050'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FLG)
 OC2050'STATION NOT RECOVERED.  ACCORDING TO A MR. WILLIAM EDGECOMB,
 OC2050'A CARPENTER WHO HAS LIVED IN THE VICINITY FOR OVER 80 YEARS,
 OC2050'THE HOUSE AND CHIMNEY LOCATED WERE DESTROYED BY FIRE IN THE
 OC2050'EARLY 1870S.
 OC2050
 OC2050                          STATION RECOVERY (1954)
 OC2050
 OC2050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (EHK)
 OC2050'ACCORDING TO THE RECOVERY NOTE BY F.L.G. IN 1943, THE STATION
 OC2050'WAS DESTROYED IN THE 1870S.  NO EVIDENCE OF THE HOUSE OR CHIMNEY
 OC2050'WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2391 ***********************************************************************
 PE2391  DESIGNATION -  JOHNSTON RESET
 PE2391  PID         -  PE2391
 PE2391  STATE/COUNTY-  ME/LINCOLN
 PE2391  USGS QUAD   -  WALDOBORO WEST (1988)
 PE2391
 PE2391                         *CURRENT SURVEY CONTROL
 PE2391  ___________________________________________________________________
 PE2391* NAD 83(1996)-  44 00 49.60497(N)    069 25 47.34770(W)     ADJUSTED  
 PE2391* NAVD 88     -        93.     (meters)     305.     (feet)  SCALED    
 PE2391  ___________________________________________________________________
 PE2391  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 PE2391  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 PE2391
 PE2391  HORZ ORDER  -  THIRD
 PE2391
 PE2391.The horizontal coordinates were established by classical geodetic methods
 PE2391.and adjusted by the National Geodetic Survey in March 1998..
 PE2391
 PE2391.The orthometric height was scaled from a topographic map.
 PE2391
 PE2391.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2391
 PE2391.The geoid height was determined by GEOID03.
 PE2391
 PE2391;                    North         East     Units Scale Factor Converg.
 PE2391;SPC ME W     -   131,408.325   959,084.172   MT  1.00000959   +0 30 43.2
 PE2391;SPC ME E     -    38,983.854   225,447.373   MT  0.99996834   -0 38 45.9
 PE2391;UTM  19      - 4,873,493.055   465,547.624   MT  0.99961460   -0 17 55.2
 PE2391
 PE2391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2391!SPC ME W     -   0.99998944  x   1.00000959  =   0.99999903
 PE2391!SPC ME E     -   0.99998944  x   0.99996834  =   0.99995778
 PE2391!UTM  19      -   0.99998944  x   0.99961460  =   0.99960405
 PE2391
 PE2391:                Primary Azimuth Mark                     Grid Az
 PE2391:SPC ME W     -  WALDOBORO FIRST BAPT CH SPIRE            025 31 33.4
 PE2391:SPC ME E     -  WALDOBORO FIRST BAPT CH SPIRE            026 41 02.5
 PE2391:UTM  19      -  WALDOBORO FIRST BAPT CH SPIRE            026 20 11.8
 PE2391
 PE2391|---------------------------------------------------------------------|
 PE2391| PID    Reference Object                     Distance      Geod. Az  |
 PE2391|                                                           dddmmss.s |
 PE2391| PE2378 WALDOBORO FIRST BAPT CH SPIRE       APPROX.10.2 KM 0260216.6 |
 PE2391| PE2375 WALDOBORO SHORT SPIRE               APPROX. 9.9 KM 0264804.2 |
 PE2391| PE2367 WALDOBORO CHURCH SPIRE 1            APPROX. 8.6 KM 0685348.0 |
 PE2391| OB0347 FRIENDSHIP WHITE CHURCH SPIRE       APPROX. 8.6 KM 1111745.5 |
 PE2391| CE8046 JOHNSTON RM 1                        25.356 METERS 17910     |
 PE2391| OB0393 MUSCONGUS RESET                     APPROX. 4.1 KM 1973805.3 |
 PE2391| CE8047 JOHNSTON RM 2                        22.845 METERS 24109     |
 PE2391| PE2400 DAMARISCOTTA GRAY STANDPIPE         APPROX. 5.6 KM 3081933.1 |
 PE2391|---------------------------------------------------------------------|
 PE2391
 PE2391                          SUPERSEDED SURVEY CONTROL
 PE2391
 PE2391  NAD 83(1992)-  44 00 49.60989(N)    069 25 47.33608(W) AD(       ) 3
 PE2391  NAD 83(1986)-  44 00 49.61444(N)    069 25 47.34201(W) AD(       ) 3
 PE2391  NAD 27      -  44 00 49.31500(N)    069 25 49.13800(W) AD(       ) 3
 PE2391
 PE2391.Superseded values are not recommended for survey control.
 PE2391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2391.See file dsdata.txt to determine how the superseded data were derived.
 PE2391
 PE2391_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ6554873493(NAD 83)
 PE2391
 PE2391  HISTORY     - Date     Condition        Report By
 PE2391  HISTORY     - 1934     MONUMENTED       CGS
 PE2391  HISTORY     - 1872     SEE DESCRIPTION  CGS
 PE2391  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2391  HISTORY     - 1953     SEE DESCRIPTION  CGS
 PE2391
 PE2391                          STATION DESCRIPTION
 PE2391
 PE2391'DESCRIBED BY COAST AND GEODETIC SURVEY 1872
 PE2391'ON A LARGE BARE HILL IN BREMEN TOWNSHIP ABOUT 3 MILES TO THE
 PE2391'NORTHWARD OF MUSCONGUS HARBOR.  THE STATION IS MARKED BY A HOLE
 PE2391'DRILLED IN THE ROCK.
 PE2391
 PE2391                          STATION RECOVERY (1934)
 PE2391
 PE2391'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2391'THIS STATION WAS RECOVERED AS DESCRIBED.  THE STATION IS ON
 PE2391'JOHNSTON HILL ON THE W SIDE OF THE MEDOMAK RIVER ABOUT 6 MILES
 PE2391'SW BY S OF WALDOBORO.
 PE2391'
 PE2391'A STANDARD DISK WAS PLACED IN THE ORIGINAL DRILL HOLE AND TWO
 PE2391'STANDARD REFERENCE MARKS PLACED AS FOLLOWS--NO. 1 IS S OF THE
 PE2391'STATION NEAR THE SOUTHERLY PART OF THE CLEARING ON BARE LEDGE,
 PE2391'AND NO. 2 IS SW OF THE STATION, SOMEWHAT DOWN ON THE SIDE OF THE
 PE2391'HILL AND ALSO ON BARE LEDGE.  THE HILL IS OWNED BY LAURISTON B.
 PE2391'GENTHER WHO LIVES IN THE SMALL HOUSE MENTIONED BELOW.
 PE2391'
 PE2391'TO REACH FROM WALDOBORO GO S ON HIGHWAY 32, 7 MILES TO A ROAD
 PE2391'LEADING LEFT TO THE SETTLEMENT OF MEDOMAK.  HERE, ON THE RIGHT
 PE2391'SIDE OF THE MAIN ROAD AT A SMALL HOUSE, A DIM ROAD LEADS INTO
 PE2391'THE WOODS.  FOLLOW THIS ROAD, KEEPING RIGHT AT ALL FORKS, TO
 PE2391'THE END OF THE ROAD.  HERE WILL BE FOUND A PINE WITH A TRIANGLE
 PE2391'BLAZED ON IT.  FROM HERE GO UP THE HILL, BEARING SLIGHTLY LEFT,
 PE2391'UNTIL THE BARE TOP OF THE HILL IS REACHED.  THE STATION IS ON
 PE2391'THE NE CORNER OF THE BARE CLEARING ON TOP OF BARE LEDGE.
 PE2391
 PE2391                          STATION RECOVERY (1953)
 PE2391
 PE2391'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (PT)
 PE2391'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 PE2391'CONDITION.  THE 1942 DESCRIPTION IS ADEQUATE WITH THE FOLLOWING
 PE2391'ADDITIONS--
 PE2391'
 PE2391'A SKELETON STEEL FIRE LOOKOUT TOWER 70 FT. HIGH HAS BEEN
 PE2391'ERECTED OVER THE STATION.  TO REACH THE STATION FROM THE
 PE2391'HIGHWAY, FOLLOW THE TELEPHONE LINE (AND TRAIL) TO THE TOP OF THE
 PE2391'HILL AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1541 ***********************************************************************
 PE1541  DESIGNATION -  JONES
 PE1541  PID         -  PE1541
 PE1541  STATE/COUNTY-  ME/KENNEBEC
 PE1541  USGS QUAD   -  VASSALBORO (1988)
 PE1541
 PE1541                         *CURRENT SURVEY CONTROL
 PE1541  ___________________________________________________________________
 PE1541* NAD 83(1996)-  44 29 44.25789(N)    069 42 14.42646(W)     ADJUSTED  
 PE1541* NAVD 88     -        57.228  (meters)     187.76   (feet)  ADJUSTED  
 PE1541  ___________________________________________________________________
 PE1541  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 PE1541  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 PE1541  DYNAMIC HT  -          57.224 (meters)     187.74  (feet)  COMP
 PE1541  MODELED GRAV-     980,544.4   (mgal)                       NAVD 88
 PE1541
 PE1541  HORZ ORDER  -  SECOND
 PE1541  VERT ORDER  -  SECOND    CLASS I
 PE1541
 PE1541.The horizontal coordinates were established by classical geodetic methods
 PE1541.and adjusted by the National Geodetic Survey in March 1998..
 PE1541
 PE1541.The orthometric height was determined by differential leveling
 PE1541.and adjusted by the National Geodetic Survey in June 1991..
 PE1541
 PE1541.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1541
 PE1541.The geoid height was determined by GEOID03.
 PE1541
 PE1541.The dynamic height is computed by dividing the NAVD 88
 PE1541.geopotential number by the normal gravity value computed on the
 PE1541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1541.degrees latitude (g = 980.6199 gals.).
 PE1541
 PE1541.The modeled gravity was interpolated from observed gravity values.
 PE1541
 PE1541;                    North         East     Units Scale Factor Converg.
 PE1541;SPC ME W     -   184,788.286   936,796.624   MT  0.99998331   +0 19 27.3
 PE1541;UTM  19      - 4,927,164.465   444,028.789   MT  0.99963853   -0 29 36.3
 PE1541
 PE1541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1541!SPC ME W     -   0.99999508  x   0.99998331  =   0.99997839
 PE1541!UTM  19      -   0.99999508  x   0.99963853  =   0.99963361
 PE1541
 PE1541:                Primary Azimuth Mark                     Grid Az
 PE1541:SPC ME W     -  LYONS                                    190 41 57.6
 PE1541:UTM  19      -  LYONS                                    191 31 01.2
 PE1541
 PE1541|---------------------------------------------------------------------|
 PE1541| PID    Reference Object                     Distance      Geod. Az  |
 PE1541|                                                           dddmmss.s |
 PE1541| PE1337 LYONS                               APPROX. 4.2 KM 1910124.9 |
 PE1541| PE1542 JONES RM 1                           10.991 METERS 28106     |
 PE1541| PE1540 JONES RM 2                           13.658 METERS 31606     |
 PE1541|---------------------------------------------------------------------|
 PE1541
 PE1541                          SUPERSEDED SURVEY CONTROL
 PE1541
 PE1541  NAD 83(1992)-  44 29 44.25660(N)    069 42 14.42325(W) AD(       ) 2
 PE1541  NAD 83(1986)-  44 29 44.26176(N)    069 42 14.43006(W) AD(       ) 2
 PE1541  NAD 27      -  44 29 44.02102(N)    069 42 16.26417(W) AD(       ) 2
 PE1541  NGVD 29 (??/??/92)   57.426  (m)          188.41   (f) ADJ UNCH    2 1
 PE1541
 PE1541.Superseded values are not recommended for survey control.
 PE1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1541.See file dsdata.txt to determine how the superseded data were derived.
 PE1541
 PE1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK4402927164(NAD 83)
 PE1541_MARKER: DD = SURVEY DISK
 PE1541_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE1541_SP_SET: CURB
 PE1541_STAMPING: JONES 1974
 PE1541_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE1541
 PE1541  HISTORY     - Date     Condition        Report By
 PE1541  HISTORY     - 1974     MONUMENTED       MEDT
 PE1541  HISTORY     - 1974     GOOD             MEDT
 PE1541  HISTORY     - 1979     GOOD             MEDT
 PE1541
 PE1541                          STATION DESCRIPTION
 PE1541
 PE1541'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974 (RCA)
 PE1541'THE STATION IS LOCATED 5.5 MILES SOUTHWEST OF WATERVILLE, 1.3
 PE1541'MILES WEST OF THE KENNEBEC RIVER AND 3.3 MILES EAST OF THE EASTERN
 PE1541'SHORE OF MESSALONSKEE LAKE, ON PROPERTY OWNED BY THE STATE OF
 PE1541'MAINE.
 PE1541'
 PE1541'TO REACH THE STATION FROM THE POST OFFICE IN WATERVILLE, GO
 PE1541'SOUTHERLY ON STATE ROADS 11 AND 104 FOR 0.60 MILE TO A
 PE1541'Y-INTERSECTION, JUNCTION STATE ROAD 137.  BEAR RIGHT AND GO
 PE1541'SOUTHWESTERLY ON STATE ROADS 11, 104, AND 137 FOR 0.80 MILE TO
 PE1541'WHERE STATE ROAD 104 TURNS LEFT, JUST AFTER CROSSING A BRIDGE.
 PE1541'TURN LEFT AND FOLLOW STATE ROAD 104 FOR 3.9 MILES TO A PAVED SIDE
 PE1541'ROAD ON THE RIGHT, TOWN FARM ROAD.  TURN RIGHT INTO TOWN FARM
 PE1541'ROAD AND PROCEED WESTERLY FOR 0.80 MILE TO THE JUNCTION OF TOWN
 PE1541'FARM ROAD AND INTERSTATE 95, AND THE STATION ON THE LEFT AS
 PE1541'DESCRIBED.
 PE1541'
 PE1541'THE STATION MARK IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 PE1541'DISK STAMPED JONES 1974 SET IN THE TOP OF A 12-INCH CYLINDRICAL
 PE1541'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 13.0
 PE1541'FEET SOUTH OF THE CENTERLINE OF TOWN FARM ROAD AND 32.9 FEET
 PE1541'EAST OF THE SOUTHEAST OVERPASS RAIL EDGE.  THE UNDERGROUND MARK
 PE1541'IS A BRASS PLUG SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE,
 PE1541'50-INCHES BELOW THE GROUND SURFACE.
 PE1541'
 PE1541'REFERENCE MARK 1 IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 PE1541'DISK STAMPED JONES RM 1 1974 THAT IS CEMENTED IN A DRILL HOLE IN
 PE1541'THE SOUTHEAST EDGE OF THE TOWN FARM ROAD OVERPASS.
 PE1541'
 PE1541'REFERENCE MARK 2 IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 PE1541'DISK STAMPED JONES RM 2 1974 THAT IS CEMENTED IN A DRILL HOLE IN
 PE1541'THE NORTHEAST EDGE OF THE TOWN FARM ROAD OVERPASS.
 PE1541'
 PE1541'NO AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 PE1541'
 PE1541'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 PE1541
 PE1541                          STATION RECOVERY (1974)
 PE1541
 PE1541'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 PE1541'3.8 MI SW FROM WATERVILLE.
 PE1541'ABOUT 3.85 MILES SOUTHWESTERLY ALONG I-95 SOUTHBOUND FROM THE
 PE1541'I-95 OVERPASS CROSSING STATE HIGHWAY ROUTES 11, 137 TO THE
 PE1541'TOWN FARM ROAD OVERPASS CROSSING I-95 IN THE TOWN OF SIDNEY.
 PE1541'THENCE ABOUT 270 FEET SOUTHEASTERLY ALONG THE TOWN FARM ROAD FROM
 PE1541'THE I-95 SOUTHBOUND CENTERLINE.  A DISK SET FLUSH IN THE TOP OF A
 PE1541'FLUSH CYLINDRICAL CONCRETE POST 32.9 FEET SOUTHEAST OF THE EAST
 PE1541'END OF THE SOUTHERN MOST CONCRETE CURB ON THE TOWN FARM ROAD
 PE1541'OVERPASS, 13.0 FEET SOUTH OF THE CENTERLINE AND ABOUT LEVEL
 PE1541'WITH THE TOWN FARM ROAD AND 3.1 FEET EASTERLY OF A METAL WITNESS
 PE1541'POST, AND 1.5 FEET NORTH OF THE METAL GUARD RAIL ALONG THE
 PE1541'SOUTHERN SIDE OF THE TOWN FARM ROAD.
 PE1541
 PE1541                          STATION RECOVERY (1979)
 PE1541
 PE1541'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1979
 PE1541'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1542 ***********************************************************************
 PE1542  DESIGNATION -  JONES RM 1
 PE1542  PID         -  PE1542
 PE1542  STATE/COUNTY-  ME/KENNEBEC
 PE1542  USGS QUAD   -  VASSALBORO (1988)
 PE1542
 PE1542                         *CURRENT SURVEY CONTROL
 PE1542  ___________________________________________________________________
 PE1542* NAD 83(1986)-  44 29 44.     (N)    069 42 17.     (W)     SCALED    
 PE1542* NAVD 88     -        58.011  (meters)     190.32   (feet)  ADJUSTED  
 PE1542  ___________________________________________________________________
 PE1542  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 PE1542  DYNAMIC HT  -          58.006 (meters)     190.31  (feet)  COMP
 PE1542  MODELED GRAV-     980,544.4   (mgal)                       NAVD 88
 PE1542
 PE1542  VERT ORDER  -  SECOND    CLASS I
 PE1542
 PE1542.The horizontal coordinates were scaled from a topographic map and have
 PE1542.an estimated accuracy of +/- 6 seconds.
 PE1542
 PE1542.The orthometric height was determined by differential leveling
 PE1542.and adjusted by the National Geodetic Survey in June 1991..
 PE1542
 PE1542.The geoid height was determined by GEOID03.
 PE1542
 PE1542.The dynamic height is computed by dividing the NAVD 88
 PE1542.geopotential number by the normal gravity value computed on the
 PE1542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1542.degrees latitude (g = 980.6199 gals.).
 PE1542
 PE1542.The modeled gravity was interpolated from observed gravity values.
 PE1542
 PE1542;                    North         East    Units  Estimated Accuracy
 PE1542;SPC ME W     -   184,780.      936,740.      MT  (+/- 180 meters Scaled)
 PE1542
 PE1542                          SUPERSEDED SURVEY CONTROL
 PE1542
 PE1542  NGVD 29 (??/??/92)   58.208  (m)          190.97   (f) ADJ UNCH    2 1
 PE1542
 PE1542.Superseded values are not recommended for survey control.
 PE1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1542.See file dsdata.txt to determine how the superseded data were derived.
 PE1542
 PE1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK439271(NAD 83)
 PE1542_MARKER: DD = SURVEY DISK
 PE1542_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE1542_SP_SET: CURB
 PE1542_STAMPING: JONES RM 1 1974
 PE1542_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE1542
 PE1542  HISTORY     - Date     Condition        Report By
 PE1542  HISTORY     - 1974     MONUMENTED       MEDT
 PE1542  HISTORY     - 1979     GOOD             MEDT
 PE1542
 PE1542                          STATION DESCRIPTION
 PE1542
 PE1542'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 PE1542'3.8 MI SW FROM WATERVILLE.
 PE1542'ABOUT 3.85 MILES SOUTHWESTERLY ALONG I-95 SOUTHBOUND FROM THE
 PE1542'I-95 OVERPASS CROSSING STATE HIGHWAY ROUTES 11, 137 TO THE TOWN
 PE1542'FARM ROAD OVERPASS CROSSING I-95 IN THE TOWN OF SIDNEY.  THENCE
 PE1542'235 FEET SOUTHEASTERLY ALONG THE TOWN FARM ROAD FROM I-95
 PE1542'SOUTHBOUND CENTERLINE TO THE EASTERLY END OF THE OVERPASS.  A
 PE1542'DISK SET FLUSH IN THE CURB 3.2 FEET NORTHWEST OF THE EAST END
 PE1542'OF THE SOUTHERN MOST CONCRETE CURB OF THE TOWN FARM ROAD OVERPASS,
 PE1542'13 FEET SOUTH OF AND ABOUT 1 FOOT ABOVE THE ROAD CENTERLINE.
 PE1542'ALSO 36.05 FEET NORTHWESTERLY FROM STATION MARK DESCRIBED.
 PE1542
 PE1542                          STATION RECOVERY (1979)
 PE1542
 PE1542'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1979
 PE1542'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1540 ***********************************************************************
 PE1540  DESIGNATION -  JONES RM 2
 PE1540  PID         -  PE1540
 PE1540  STATE/COUNTY-  ME/KENNEBEC
 PE1540  USGS QUAD   -  VASSALBORO (1988)
 PE1540
 PE1540                         *CURRENT SURVEY CONTROL
 PE1540  ___________________________________________________________________
 PE1540* NAD 83(1986)-  44 29 44.     (N)    069 42 17.     (W)     SCALED    
 PE1540* NAVD 88     -        58.053  (meters)     190.46   (feet)  ADJUSTED  
 PE1540  ___________________________________________________________________
 PE1540  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 PE1540  DYNAMIC HT  -          58.048 (meters)     190.45  (feet)  COMP
 PE1540  MODELED GRAV-     980,544.4   (mgal)                       NAVD 88
 PE1540
 PE1540  VERT ORDER  -  SECOND    CLASS I
 PE1540
 PE1540.The horizontal coordinates were scaled from a topographic map and have
 PE1540.an estimated accuracy of +/- 6 seconds.
 PE1540
 PE1540.The orthometric height was determined by differential leveling
 PE1540.and adjusted by the National Geodetic Survey in June 1991..
 PE1540
 PE1540.The geoid height was determined by GEOID03.
 PE1540
 PE1540.The dynamic height is computed by dividing the NAVD 88
 PE1540.geopotential number by the normal gravity value computed on the
 PE1540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1540.degrees latitude (g = 980.6199 gals.).
 PE1540
 PE1540.The modeled gravity was interpolated from observed gravity values.
 PE1540
 PE1540;                    North         East    Units  Estimated Accuracy
 PE1540;SPC ME W     -   184,780.      936,740.      MT  (+/- 180 meters Scaled)
 PE1540
 PE1540                          SUPERSEDED SURVEY CONTROL
 PE1540
 PE1540  NGVD 29 (??/??/92)   58.250  (m)          191.11   (f) ADJ UNCH    2 1
 PE1540
 PE1540.Superseded values are not recommended for survey control.
 PE1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1540.See file dsdata.txt to determine how the superseded data were derived.
 PE1540
 PE1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK439271(NAD 83)
 PE1540_MARKER: DD = SURVEY DISK
 PE1540_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE1540_SP_SET: CURB
 PE1540_STAMPING: 11/74
 PE1540_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE1540
 PE1540  HISTORY     - Date     Condition        Report By
 PE1540  HISTORY     - 1974     MONUMENTED       MEDT
 PE1540  HISTORY     - 1979     GOOD             MEDT
 PE1540
 PE1540                          STATION DESCRIPTION
 PE1540
 PE1540'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 PE1540'3.8 MI SW FROM WATERVILLE.
 PE1540'ABOUT 3.85 MILES SOUTHWESTERLY ALONG I-95 SOUTHBOUND FROM THE
 PE1540'I-95 OVERPASS CROSSING STATE HIGHWAY ROUTES 11, 137 TO THE TOWN
 PE1540'FARM ROAD OVERPASS CROSSING I-95 IN THE TOWN OF SIDNEY.  THENCE
 PE1540'235 FEET SOUTHEASTERLY ALONG THE TOWN FARM ROAD FROM I-95
 PE1540'SOUTHBOUND CENTERLINE TO THE EASTERLY END OF THE OVERPASS.  A
 PE1540'DISK SET FLUSH IN THE CURB 12 1/2 FEET NORTH OF AND ABOUT 1
 PE1540'FOOT ABOVE THE CENTERLINE OF THE TOWN FARM ROAD AND 0.8 FEET
 PE1540'NORTHWEST OF THE EAST END OF THE NORTHERN MOST CONCRETE CURB
 PE1540'OF THE TOWN FARM ROAD OVERPASS, 44.81 FEET NORTH OF STATION
 PE1540'MARK DESCRIBED.  ALSO 25.67 FEET NORTHEAST OF JONES RM 1
 PE1540'DESCRIBED.
 PE1540
 PE1540                          STATION RECOVERY (1979)
 PE1540
 PE1540'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1979
 PE1540'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1113 ***********************************************************************
 PD1113  DESIGNATION -  JONESPORT CHURCH SPIRE
 PD1113  PID         -  PD1113
 PD1113  STATE/COUNTY-  ME/WASHINGTON
 PD1113  USGS QUAD   -  JONESPORT (1977)
 PD1113
 PD1113                         *CURRENT SURVEY CONTROL
 PD1113  ___________________________________________________________________
 PD1113* NAD 83(1996)-  44 32 01.33963(N)    067 35 47.11764(W)     ADJUSTED  
 PD1113* NAVD 88     -                                                        
 PD1113  ___________________________________________________________________
 PD1113  LAPLACE CORR-           3.38  (seconds)                    DEFLEC99
 PD1113  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 PD1113
 PD1113  HORZ ORDER  -  THIRD
 PD1113
 PD1113.The horizontal coordinates were established by classical geodetic methods
 PD1113.and adjusted by the National Geodetic Survey in March 1998..
 PD1113
 PD1113
 PD1113.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1113
 PD1113.The geoid height was determined by GEOID03.
 PD1113
 PD1113;                    North         East     Units Scale Factor Converg.
 PD1113;SPC ME E     -    96,727.836   371,812.655   MT  0.99996340   +0 38 01.4
 PD1113;UTM  19      - 4,932,111.168   611,517.224   MT  0.99975293   +0 59 04.1
 PD1113
 PD1113                          SUPERSEDED SURVEY CONTROL
 PD1113
 PD1113  NAD 83(1992)-  44 32 01.33540(N)    067 35 47.11670(W) AD(       ) 4
 PD1113  NAD 83(1986)-  44 32 01.33133(N)    067 35 47.11971(W) AD(       ) 4
 PD1113  NAD 27      -  44 32 01.04600(N)    067 35 49.15100(W) AD(       ) 3
 PD1113
 PD1113.Superseded values are not recommended for survey control.
 PD1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1113.See file dsdata.txt to determine how the superseded data were derived.
 PD1113
 PD1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK1151732111(NAD 83)
 PD1113
 PD1113  HISTORY     - Date     Condition        Report By
 PD1113  HISTORY     - UNK      MONUMENTED
 PD1113  HISTORY     - 1913     SEE DESCRIPTION  CGS
 PD1113  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PD1113  HISTORY     - 1945     SEE DESCRIPTION  CGS
 PD1113
 PD1113                          STATION DESCRIPTION
 PD1113
 PD1113'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 PD1113'THE SPIRE ON THE OLD CHURCH NEAR SAWYERS COVE ON THE N SIDE OF THE
 PD1113'MAIN SHORE ROAD.  THE CONGREGATIONAL CHURCH IS JUST ONE BLOCK
 PD1113'S AND HAS A MUCH MORE PROMINENT SPIRE.
 PD1113
 PD1113                          STATION RECOVERY (1934)
 PD1113
 PD1113'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PD1113'RECOVERED AS DESCRIBED.  THE SPIRE IS IN POOR CONDITION.  IT IS AN
 PD1113'INTERSECTION STATION.
 PD1113
 PD1113                          STATION RECOVERY (1945)
 PD1113
 PD1113'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (FLP)
 PD1113'STATION RECOVERED AS DESCRIBED.  CHURCH IS NOW ABANDONED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1114 ***********************************************************************
 PD1114  DESIGNATION -  JONESPORT UNDERWOOD FACT CHIM
 PD1114  PID         -  PD1114
 PD1114  STATE/COUNTY-  ME/WASHINGTON
 PD1114  USGS QUAD   -  JONESPORT (1977)
 PD1114
 PD1114                         *CURRENT SURVEY CONTROL
 PD1114  ___________________________________________________________________
 PD1114* NAD 83(1996)-  44 31 39.91212(N)    067 36 57.39320(W)     ADJUSTED  
 PD1114* NAVD 88     -                                                        
 PD1114  ___________________________________________________________________
 PD1114  LAPLACE CORR-           3.32  (seconds)                    DEFLEC99
 PD1114  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 PD1114
 PD1114  HORZ ORDER  -  THIRD
 PD1114
 PD1114.The horizontal coordinates were established by classical geodetic methods
 PD1114.and adjusted by the National Geodetic Survey in March 1998..
 PD1114
 PD1114
 PD1114.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1114
 PD1114.The geoid height was determined by GEOID03.
 PD1114
 PD1114;                    North         East     Units Scale Factor Converg.
 PD1114;SPC ME E     -    96,049.514   370,268.363   MT  0.99996070   +0 37 11.9
 PD1114;UTM  19      - 4,931,423.551   609,977.438   MT  0.99974874   +0 58 14.4
 PD1114
 PD1114                          SUPERSEDED SURVEY CONTROL
 PD1114
 PD1114  NAD 83(1992)-  44 31 39.90794(N)    067 36 57.39242(W) AD(       ) 4
 PD1114  NAD 83(1986)-  44 31 39.90382(N)    067 36 57.39556(W) AD(       ) 4
 PD1114  NAD 27      -  44 31 39.61800(N)    067 36 59.42300(W) AD(       ) 3
 PD1114
 PD1114.Superseded values are not recommended for survey control.
 PD1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1114.See file dsdata.txt to determine how the superseded data were derived.
 PD1114
 PD1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK0997731424(NAD 83)
 PD1114
 PD1114  HISTORY     - Date     Condition        Report By
 PD1114  HISTORY     - 1913     MONUMENTED       CGS
 PD1114  HISTORY     - 1967     SEE DESCRIPTION  CGS
 PD1114
 PD1114                          STATION DESCRIPTION
 PD1114
 PD1114'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (OBF)
 PD1114'THE CENTER OF THE LARGE TALL, SQUARE, FLARING TOP RED BRICK CHIMNEY
 PD1114'AT THE UNDERWOOD SARDINE CANNING FACTORY, NEAR THE SHORE IN WEST
 PD1114'JONESPORT.
 PD1114
 PD1114                          STATION RECOVERY (1967)
 PD1114
 PD1114'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RAM)
 PD1114'LTR. OF MR. RICHARD A. MAWHINNEY, MACHIAS, ME. DATED JAN 16, 1967--
 PD1114'
 PD1114'THE TALL CHIMNEY HAS BEEN TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1993 ***********************************************************************
 OC1993  DESIGNATION -  JORDAN
 OC1993  PID         -  OC1993
 OC1993  STATE/COUNTY-  ME/CUMBERLAND
 OC1993  USGS QUAD   -  RAYMOND (1981)
 OC1993
 OC1993                         *CURRENT SURVEY CONTROL
 OC1993  ___________________________________________________________________
 OC1993* NAD 83(1996)-  43 53 11.60397(N)    070 28 31.90606(W)     ADJUSTED  
 OC1993* NAVD 88     -        81.4    (meters)     267.     (feet)  VERTCON   
 OC1993  ___________________________________________________________________
 OC1993  LAPLACE CORR-           4.54  (seconds)                    DEFLEC99
 OC1993  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 OC1993
 OC1993  HORZ ORDER  -  SECOND
 OC1993
 OC1993.The horizontal coordinates were established by classical geodetic methods
 OC1993.and adjusted by the National Geodetic Survey in March 1998..
 OC1993
 OC1993.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC1993.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC1993
 OC1993.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1993
 OC1993.The geoid height was determined by GEOID03.
 OC1993
 OC1993;                    North         East     Units Scale Factor Converg.
 OC1993;SPC ME W     -   117,055.327   875,180.961   MT  0.99997424   -0 12 50.8
 OC1993;UTM  19      - 4,860,331.180   381,475.035   MT  0.99977278   -1 01 22.8
 OC1993
 OC1993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1993!SPC ME W     -   0.99999141  x   0.99997424  =   0.99996565
 OC1993!UTM  19      -   0.99999141  x   0.99977278  =   0.99976420
 OC1993
 OC1993:                Primary Azimuth Mark                     Grid Az
 OC1993:SPC ME W     -  JORDAN AZ MK                             036 04 01.0
 OC1993:UTM  19      -  JORDAN AZ MK                             036 52 33.0
 OC1993
 OC1993|---------------------------------------------------------------------|
 OC1993| PID    Reference Object                     Distance      Geod. Az  |
 OC1993|                                                           dddmmss.s |
 OC1993| OC1991 JORDAN AZ MK                        APPROX. 1.2 KM 0355110.2 |
 OC1993| OC1992 JORDAN RM 1                           8.988 METERS 11656     |
 OC1993| CE8265 JORDAN RM 2                          14.525 METERS 25307     |
 OC1993| OC1986 RAYMOND TV MAST WGAN                APPROX. 4.4 KM 3435026.4 |
 OC1993|---------------------------------------------------------------------|
 OC1993
 OC1993                          SUPERSEDED SURVEY CONTROL
 OC1993
 OC1993  NAD 83(1992)-  43 53 11.60307(N)    070 28 31.90665(W) AD(       ) 2
 OC1993  NAD 83(1986)-  43 53 11.60972(N)    070 28 31.91164(W) AD(       ) 2
 OC1993  NAD 27      -  43 53 11.33930(N)    070 28 33.70246(W) AD(       ) 2
 OC1993  NGVD 29 (07/19/86)   81.6    (m)          268.     (f) VERT ANG       
 OC1993
 OC1993.Superseded values are not recommended for survey control.
 OC1993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1993.See file dsdata.txt to determine how the superseded data were derived.
 OC1993
 OC1993_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ8147560331(NAD 83)
 OC1993_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OC1993_SETTING: 80 = SET IN A BOULDER
 OC1993_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 OC1993
 OC1993  HISTORY     - Date     Condition        Report By
 OC1993  HISTORY     - 1977     MONUMENTED       NGS
 OC1993
 OC1993                          STATION DESCRIPTION
 OC1993
 OC1993'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLO)
 OC1993'THE STATION IS LOCATED ABOUT 1.25 MILES SOUTH-SOUTHWEST OF
 OC1993'RAYMOND, 4.0 MILES NORTH-NORTHWEST OF NORTH WINDHAM AND 4.25
 OC1993'MILES NORTHEAST OF FRYE ISLAND IN SEBAGO LAKE.
 OC1993'
 OC1993'TO REACH THE STATION FROM THE JUNCTION OF U.S. ROUTE 302 AND
 OC1993'STATE ROUTES 35 AND 85 IN RAYMOND, GO SOUTH ON ROUTES 302 AND
 OC1993'35 FOR 0.2 MILE TO A SIDE ROAD RIGHT. TURN RIGHT, GO FOR 0.05
 OC1993'MILE TO A SIDE ROAD LEFT. TURN LEFT, GO ON PETERSON ROAD FOR
 OC1993'0.15 MILE TO A SIDE ROAD RIGHT. TURN RIGHT, GO FOR 0.05 MILE
 OC1993'TO A SIDE ROAD LEFT (BIRCH DRIVE). TURN LEFT, GO FOR 0.4 MILE
 OC1993'TO THE STATION ON THE RIGHT, ON THE BEACH, BEYOND A ROW OF
 OC1993'WILLOW TREES ON THE PROPERTY OF MR. CHARLES D. BROWN.
 OC1993'
 OC1993'THE AZIMUTH MARK IS LOCATED IN THE NORTHWEST CORNER OF THE
 OC1993'INTERSECTION OF ROUTES 302, 35 AND 121, 0.5 MILE NORTH OF
 OC1993'THE JUNCTION OF ROUTES 85, 35 AND 302.
 OC1993'
 OC1993'THE STATION MARK, STAMPED---JORDAN 1976---, IS A STANDARD DISK
 OC1993'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS ABOUT 3 FEET
 OC1993'ABOVE THE SURFACE OF THE LAKE. IT IS 27.0 FEET NORTH OF A ROW
 OC1993'OF WILLOW TREES AND 9.8 FEET NORTH-NORTHEAST OF A (NO
 OC1993'TRESPASSING) SIGN.
 OC1993'
 OC1993'REFERENCE MARK 1, STAMPED---JORDAN NO 1 1976---, IS A STANDARD
 OC1993'DISK CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS ABOUT 1
 OC1993'FOOT ABOVE THE SURFACE OF THE BEACH. IT IS 13.0 FEET NORTH OF A
 OC1993'ROW OF WILLOW TREES AND 30.0 FEET EAST OF A (NO TRESPASSING)
 OC1993'SIGN.
 OC1993'
 OC1993'REFERENCE MARK 2, STAMPED---JORDAN NO 2 1976---, IS A STANDARD
 OC1993'DISK CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS ABOUT 1
 OC1993'FOOT ABOVE THE SURFACE OF THE BEACH. IT IS 13.0 FEET NORTH OF A
 OC1993'ROW OF WILLOW TREES AND 42.0 FEET WEST OF A (NO TRESPASSING)
 OC1993'SIGN.
 OC1993'
 OC1993'THE AZIMUTH MARK, STAMPED---JORDAN 1976---, IS A STANDARD DISK
 OC1993'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS FLUSH WITH THE
 OC1993'GROUND SURFACE. IT IS 89.0 FEET NORTHEAST OF THE CENTERLINE OF
 OC1993'ROUTE 302, 22.0 FEET WEST OF POWER POLE NUMBER 721/21 AND 4.5
 OC1993'FEET SOUTH OF A METAL WITNESS POST.
 OC1993'
 OC1993'THE HEIGHT OF LIGHT ABOVE THE STATION WAS 1.5 METERS.
 OC1993'
 OC1993'DESCRIBED BY JOHN R. HIGGINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1991 ***********************************************************************
 OC1991  DESIGNATION -  JORDAN AZ MK
 OC1991  PID         -  OC1991
 OC1991  STATE/COUNTY-  ME/CUMBERLAND
 OC1991  USGS QUAD   -  RAYMOND (1981)
 OC1991
 OC1991                         *CURRENT SURVEY CONTROL
 OC1991  ___________________________________________________________________
 OC1991* NAD 83(1996)-  43 53 44.37459(N)    070 27 59.15683(W)     ADJUSTED  
 OC1991* NAVD 88     -        85.7    (meters)     281.     (feet)  VERTCON   
 OC1991  ___________________________________________________________________
 OC1991  LAPLACE CORR-           4.69  (seconds)                    DEFLEC99
 OC1991  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 OC1991
 OC1991  HORZ ORDER  -  SECOND
 OC1991
 OC1991.The horizontal coordinates were established by classical geodetic methods
 OC1991.and adjusted by the National Geodetic Survey in March 1998..
 OC1991
 OC1991.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC1991.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC1991
 OC1991.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1991
 OC1991.The geoid height was determined by GEOID03.
 OC1991
 OC1991;                    North         East     Units Scale Factor Converg.
 OC1991;SPC ME W     -   118,064.032   875,915.631   MT  0.99997380   -0 12 28.2
 OC1991;UTM  19      - 4,861,329.211   382,223.721   MT  0.99977061   -1 01 00.7
 OC1991
 OC1991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1991!SPC ME W     -   0.99999074  x   0.99997380  =   0.99996454
 OC1991!UTM  19      -   0.99999074  x   0.99977061  =   0.99976135
 OC1991
 OC1991:                Primary Azimuth Mark                     Grid Az
 OC1991:SPC ME W     -  JORDAN                                   216 04 01.1
 OC1991:UTM  19      -  JORDAN                                   216 52 33.6
 OC1991
 OC1991|---------------------------------------------------------------------|
 OC1991| PID    Reference Object                     Distance      Geod. Az  |
 OC1991|                                                           dddmmss.s |
 OC1991| OC1993 JORDAN                              APPROX. 1.2 KM 2155132.9 |
 OC1991|---------------------------------------------------------------------|
 OC1991
 OC1991                          SUPERSEDED SURVEY CONTROL
 OC1991
 OC1991  NAD 83(1992)-  43 53 44.37368(N)    070 27 59.15739(W) AD(       ) 2
 OC1991  NAD 83(1986)-  43 53 44.38032(N)    070 27 59.16234(W) AD(       ) 2
 OC1991  NAD 27      -  43 53 44.11006(N)    070 28 00.95420(W) AD(       ) 2
 OC1991  NGVD 29 (07/19/86)   85.9    (m)          282.     (f) VERT ANG       
 OC1991
 OC1991.Superseded values are not recommended for survey control.
 OC1991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1991.See file dsdata.txt to determine how the superseded data were derived.
 OC1991
 OC1991_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ8222461329(NAD 83)
 OC1991_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OC1991_SETTING: 80 = SET IN A BOULDER
 OC1991_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 OC1991
 OC1991  HISTORY     - Date     Condition        Report By
 OC1991  HISTORY     - 1977     MONUMENTED       NGS
 OC1991
 OC1991                          STATION DESCRIPTION
 OC1991
 OC1991'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (ALB)
 OC1991'THIS STATION WAS ESTABLISHED BY AN EDM MEASUREMENT FROM
 OC1991'TRAVERSE STATION JORDAN. SEE DESCRIPTION THEREOF.
 OC1991'
 OC1991'DESCRIBED BY JERRY E. ELLINGWOOD.
 OC1991'
 OC1991'THE HEIGHT OF LIGHT ABOVE THE STATION WAS 1.0 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1064 ***********************************************************************
 PD1064  DESIGNATION -  JORDANS DELIGHT LEDGE BEACON
 PD1064  PID         -  PD1064
 PD1064  STATE/COUNTY-  ME/WASHINGTON
 PD1064  USGS QUAD   -  BOIS BUBERT (1950)
 PD1064
 PD1064                         *CURRENT SURVEY CONTROL
 PD1064  ___________________________________________________________________
 PD1064* NAD 83(1996)-  44 25 29.42354(N)    067 48 54.58997(W)     ADJUSTED  
 PD1064* NAVD 88     -                                                        
 PD1064  ___________________________________________________________________
 PD1064  LAPLACE CORR-           4.25  (seconds)                    DEFLEC99
 PD1064  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 PD1064
 PD1064  HORZ ORDER  -  THIRD
 PD1064
 PD1064.The horizontal coordinates were established by classical geodetic methods
 PD1064.and adjusted by the National Geodetic Survey in March 1998..
 PD1064
 PD1064
 PD1064.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1064
 PD1064.The geoid height was determined by GEOID03.
 PD1064
 PD1064;                    North         East     Units Scale Factor Converg.
 PD1064;SPC ME E     -    84,462.694   354,529.214   MT  0.99993656   +0 28 45.8
 PD1064;UTM  19      - 4,919,743.267   594,312.878   MT  0.99970939   +0 49 45.9
 PD1064
 PD1064                          SUPERSEDED SURVEY CONTROL
 PD1064
 PD1064  NAD 83(1992)-  44 25 29.41977(N)    067 48 54.59155(W) AD(       ) 4
 PD1064  NAD 83(1986)-  44 25 29.41627(N)    067 48 54.59594(W) AD(       ) 4
 PD1064  NAD 27      -  44 25 29.12200(N)    067 48 56.56500(W) AD(       ) 3
 PD1064
 PD1064.Superseded values are not recommended for survey control.
 PD1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1064.See file dsdata.txt to determine how the superseded data were derived.
 PD1064
 PD1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK9431319743(NAD 83)
 PD1064
 PD1064  HISTORY     - Date     Condition        Report By
 PD1064  HISTORY     - UNK      MONUMENTED
 PD1064  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PD1064  HISTORY     - 1945     SEE DESCRIPTION  CGS
 PD1064
 PD1064                          STATION DESCRIPTION
 PD1064
 PD1064'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PD1064'THIS INTERSECTION STATION IS THE RED BEACON MARKING THE SOUTHERN END
 PD1064'OF JORDANS DELIGHT LEDGE IN NARRAGUAGUS BAY ABOUT 2 MILES SSE OF
 PD1064'POND ISLAND.
 PD1064
 PD1064                          STATION RECOVERY (1945)
 PD1064
 PD1064'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (FLP)
 PD1064'STATION RECOVERED.  SPINDLE NOW LEANS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1885 ***********************************************************************
 OC1885  DESIGNATION -  JORDANS IS 2 1905
 OC1885  PID         -  OC1885
 OC1885  STATE/COUNTY-  ME/YORK
 OC1885  USGS QUAD   -  PROUTS NECK (1978)
 OC1885
 OC1885                         *CURRENT SURVEY CONTROL
 OC1885  ___________________________________________________________________
 OC1885* NAD 83(1996)-  43 30 17.65452(N)    070 18 40.15322(W)     ADJUSTED  
 OC1885* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 OC1885  ___________________________________________________________________
 OC1885  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 OC1885  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 OC1885
 OC1885  HORZ ORDER  -  THIRD
 OC1885
 OC1885.The horizontal coordinates were established by classical geodetic methods
 OC1885.and adjusted by the National Geodetic Survey in March 1998..
 OC1885
 OC1885.The orthometric height was scaled from a topographic map.
 OC1885
 OC1885.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1885
 OC1885.The geoid height was determined by GEOID03.
 OC1885
 OC1885;                    North         East     Units Scale Factor Converg.
 OC1885;SPC ME W     -    74,616.496   888,315.706   MT  0.99996835   -0 05 58.1
 OC1885;UTM  19      - 4,817,720.966   394,008.743   MT  0.99973819   -0 54 09.7
 OC1885
 OC1885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1885!SPC ME W     -   1.00000288  x   0.99996835  =   0.99997123
 OC1885!UTM  19      -   1.00000288  x   0.99973819  =   0.99974106
 OC1885
 OC1885:                Primary Azimuth Mark                     Grid Az
 OC1885:SPC ME W     -  WOOD ISLAND LIGHTHOUSE                   195 12 00.6
 OC1885:UTM  19      -  WOOD ISLAND LIGHTHOUSE                   196 00 12.2
 OC1885
 OC1885|---------------------------------------------------------------------|
 OC1885| PID    Reference Object                     Distance      Geod. Az  |
 OC1885|                                                           dddmmss.s |
 OC1885| OC1996 WOOD ISLAND LIGHTHOUSE              APPROX. 5.5 KM 1950602.5 |
 OC1885|---------------------------------------------------------------------|
 OC1885
 OC1885                          SUPERSEDED SURVEY CONTROL
 OC1885
 OC1885  NAD 83(1992)-  43 30 17.65299(N)    070 18 40.15450(W) AD(       ) 3
 OC1885  NAD 83(1986)-  43 30 17.65888(N)    070 18 40.16018(W) AD(       ) 3
 OC1885  NAD 27      -  43 30 17.07000(N)    070 18 42.27000(W) AD(       ) 3
 OC1885
 OC1885.Superseded values are not recommended for survey control.
 OC1885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1885.See file dsdata.txt to determine how the superseded data were derived.
 OC1885
 OC1885_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9400917721(NAD 83)
 OC1885_MARKER: DS = TRIANGULATION STATION DISK
 OC1885_SETTING: 66 = SET IN ROCK OUTCROP
 OC1885
 OC1885  HISTORY     - Date     Condition        Report By
 OC1885  HISTORY     - 1923     MONUMENTED       CGS
 OC1885  HISTORY     - 1928     GOOD             CGS
 OC1885  HISTORY     - 1942     GOOD             CGS
 OC1885  HISTORY     - 1943     GOOD             CGS
 OC1885  HISTORY     - 1979     GOOD             LOCENG
 OC1885
 OC1885                          STATION DESCRIPTION
 OC1885
 OC1885'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (OWS)
 OC1885'STATION DESCRIPTION IS ADEQUATE.  A STANDARD BRASS TRIANGULATION
 OC1885'DISK WAS SET IN THE ROCK TO MARK THE STATION INSTEAD OF THE CROSS.
 OC1885'
 OC1885'TWO REFERENCE MARKS WERE SET IN OUTCROPPING ROCKS.
 OC1885
 OC1885                          STATION RECOVERY (1928)
 OC1885
 OC1885'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928 (GCM)
 OC1885'STATION RECOVERED IN GOOD CONDITION.  A SMALL CAIRN OF ROCKS WAS
 OC1885'BUILT OVER THE STATION.  THE TWO REFERENCE MARKS WERE ALSO
 OC1885'RECOVERED.  REFERENCE MARK NO. 2 IS ON RANGE WITH A
 OC1885'CONSPICUOUS WATER TANK ON THE MAINLAND.
 OC1885
 OC1885                          STATION RECOVERY (1942)
 OC1885
 OC1885'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OC1885'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED WITH THE
 OC1885'FOLLOWING EXCEPTION--
 OC1885'
 OC1885'SW END OF STONE WALL, OLD MEASUREMENT 80.61 METERS.  NEW
 OC1885'MEASUREMENT 60.81 METERS (194.50 FEET).
 OC1885
 OC1885                          STATION RECOVERY (1943)
 OC1885
 OC1885'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 OC1885'STATION AND REFERENCE MARKS 1 AND 2 RECOVERED
 OC1885'AND FOUND IN GOOD CONDITION.  FOLLOWING IS A NEW
 OC1885'DESCRIPTION--
 OC1885'
 OC1885'STATION IS LOCATED ABOUT 3.0 MILES SE OF OLD ORCHARD
 OC1885'BEACH, 1.5 MILES S OF PROUTS NECK ON AN ISLAND LOCALLY KNOWN AS
 OC1885'STRATTON ISLAND, AND OWNED BY H.C. DAVIS OF BOSTON,
 OC1885'MASSACHUSETTS.  IT IS ON A SMALL EXPOSED LEDGE ON THE SUMMIT OF A
 OC1885'SMALL KNOLL ON THE S PART OF THE ISLAND, 0.25 MILE SE OF THE
 OC1885'2-STORY FRAME STRUCTURE ON THE ISLAND, AND 65 FEET W OF THE
 OC1885'ROCKY SHORELINE.
 OC1885'
 OC1885'STATION MARK IS A BRONZE STATION DISK SET IN BEDROCK FLUSH
 OC1885'WITH THE GROUND.  IT IS STAMPED 1923 AND IS SET FLUSH WITH THE ROCK
 OC1885'SURFACE.
 OC1885'
 OC1885'REFERENCE MARK 1 IS NE OF THE STATION, SET IN A ROCK LEDGE 5 FEET
 OC1885'W OF THE ROCKY SHORELINE.  THE DISK IS STAMPED NO 1 1923 AND IS
 OC1885'SET FLUSH WITH THE ROCK SURFACE.
 OC1885'
 OC1885'REFERENCE MARK 2 IS SSE OF THE STATION, SET IN A FLAT BEDROCK
 OC1885'LEDGE ABOUT 6 BY 3 FEET IN DIAMETER.  THE DISK IS STAMPED NO 2 1923
 OC1885'AND IS SET FLUSH WITH THE ROCK SURFACE.
 OC1885'
 OC1885'STATION REACHED FROM PINE POINT BY RENTING A BOAT AND CROSSING THE
 OC1885'BAY TO THE ISLAND, PROCEED IN A NE DIRECTION ABOUT 0.15 MILE TO THE
 OC1885'HIGHEST POINT AND STATION.
 OC1885'
 OC1885'OBSERVATIONS MADE FROM A 25-FOOT WOODEN STAND.  ALL OBJECTS
 OC1885'VISIBLE FROM THE GROUND.
 OC1885
 OC1885                          STATION RECOVERY (1979)
 OC1885
 OC1885'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979 (DAM)
 OC1885'STATION RECOVERED BY WHITMAN AND HOWARD, INC.
 OC1885'
 OC1885'GOOD
 OC1885'
 OC1885'THE 2 STORY FRAME STRUCTURE HAS BEEN RAISED.  DESCRIPTION IS
 OC1885'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1876 ***********************************************************************
 OC1876  DESIGNATION -  JORDANS ISLAND 1868
 OC1876  PID         -  OC1876
 OC1876  STATE/COUNTY-  ME/YORK
 OC1876  USGS QUAD   -  PROUTS NECK (1978)
 OC1876
 OC1876                         *CURRENT SURVEY CONTROL
 OC1876  ___________________________________________________________________
 OC1876* NAD 83(1996)-  43 30 17.68575(N)    070 18 40.22236(W)     ADJUSTED  
 OC1876* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 OC1876  ___________________________________________________________________
 OC1876  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 OC1876  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 OC1876
 OC1876  HORZ ORDER  -  THIRD
 OC1876
 OC1876.The horizontal coordinates were established by classical geodetic methods
 OC1876.and adjusted by the National Geodetic Survey in March 1998..
 OC1876
 OC1876.The orthometric height was scaled from a topographic map.
 OC1876
 OC1876.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1876
 OC1876.The geoid height was determined by GEOID03.
 OC1876
 OC1876;                    North         East     Units Scale Factor Converg.
 OC1876;SPC ME W     -    74,617.462   888,314.154   MT  0.99996835   -0 05 58.1
 OC1876;UTM  19      - 4,817,721.954   394,007.206   MT  0.99973819   -0 54 09.8
 OC1876
 OC1876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1876!SPC ME W     -   1.00000288  x   0.99996835  =   0.99997123
 OC1876!UTM  19      -   1.00000288  x   0.99973819  =   0.99974106
 OC1876
 OC1876:                Primary Azimuth Mark                     Grid Az
 OC1876:SPC ME W     -  RICHMOND ISLAND HOUSE CUPOLA             053 57 41.0
 OC1876:UTM  19      -  RICHMOND ISLAND HOUSE CUPOLA             054 45 52.7
 OC1876
 OC1876|---------------------------------------------------------------------|
 OC1876| PID    Reference Object                     Distance      Geod. Az  |
 OC1876|                                                           dddmmss.s |
 OC1876| OC1595 RICHMOND ISLAND HOUSE CUPOLA        APPROX. 7.2 KM 0535142.9 |
 OC1876| OC2002 POOL CUPOLA OF OLD WAREHOUSE        APPROX. 7.4 KM 2085202.9 |
 OC1876| OC2001 EAGLE ISLAND TREE                   APPROX. 4.8 KM 2341344.6 |
 OC1876| OC2038 OAKRIDGE                            APPROX.12.2 KM 2390228.8 |
 OC1876| OC2050 JOHNSONS HOUSE EAST CHIMNEY         APPROX. 6.5 KM 2502251.9 |
 OC1876| OC2045 BIDDEFORD ORTHODOX CH SPIRE         APPROX.12.0 KM 2631342.8 |
 OC1876| OC2048 BIDDEFORD CONG CHURCH SPIRE         APPROX.11.9 KM 2632938.1 |
 OC1876| OC2047 BIDDEFORD BAPTIST CHURCH SPIRE      APPROX.11.9 KM 2642810.3 |
 OC1876| OC1922 SACO ORTHODOX CHURCH SPIRE          APPROX.10.6 KM 2673241.5 |
 OC1876| OC1917 STAPLES CUPOLA                      APPROX. 5.6 KM 2843756.7 |
 OC1876| OC1895 BLUE POINT HILL SOUTH CHIMNEY       APPROX. 6.1 KM 3232858.6 |
 OC1876|---------------------------------------------------------------------|
 OC1876
 OC1876                          SUPERSEDED SURVEY CONTROL
 OC1876
 OC1876  NAD 83(1992)-  43 30 17.68428(N)    070 18 40.22365(W) AD(       ) 3
 OC1876  NAD 83(1986)-  43 30 17.69034(N)    070 18 40.22923(W) AD(       ) 3
 OC1876  NAD 27      -  43 30 17.40100(N)    070 18 42.07100(W) AD(       ) 3
 OC1876
 OC1876.Superseded values are not recommended for survey control.
 OC1876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1876.See file dsdata.txt to determine how the superseded data were derived.
 OC1876
 OC1876_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9400717722(NAD 83)
 OC1876
 OC1876  HISTORY     - Date     Condition        Report By
 OC1876  HISTORY     - 1868     MONUMENTED       COASUR
 OC1876  HISTORY     - 1905     SEE DESCRIPTION  CGS
 OC1876
 OC1876                          STATION DESCRIPTION
 OC1876
 OC1876'DESCRIBED BY COAST AND GEODETIC SURVEY 1905
 OC1876'REPORTED LOST IN 1905.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1874 ***********************************************************************
 OC1874  DESIGNATION -  JORDANS ISLAND 3
 OC1874  PID         -  OC1874
 OC1874  STATE/COUNTY-  ME/YORK
 OC1874  USGS QUAD   -  PROUTS NECK (1978)
 OC1874
 OC1874                         *CURRENT SURVEY CONTROL
 OC1874  ___________________________________________________________________
 OC1874* NAD 83(1996)-  43 30 17.67662(N)    070 18 40.15127(W)     ADJUSTED  
 OC1874* NAVD 88     -         8.     (meters)      26.     (feet)  VERTCON   
 OC1874  ___________________________________________________________________
 OC1874  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 OC1874  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 OC1874
 OC1874  HORZ ORDER  -  THIRD
 OC1874
 OC1874.The horizontal coordinates were established by classical geodetic methods
 OC1874.and adjusted by the National Geodetic Survey in March 1998..
 OC1874
 OC1874.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC1874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC1874
 OC1874.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1874
 OC1874.The geoid height was determined by GEOID03.
 OC1874
 OC1874;                    North         East     Units Scale Factor Converg.
 OC1874;SPC ME W     -    74,617.178   888,315.751   MT  0.99996835   -0 05 58.1
 OC1874;UTM  19      - 4,817,721.647   394,008.798   MT  0.99973819   -0 54 09.7
 OC1874
 OC1874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1874!SPC ME W     -   1.00000288  x   0.99996835  =   0.99997123
 OC1874!UTM  19      -   1.00000288  x   0.99973819  =   0.99974106
 OC1874
 OC1874|---------------------------------------------------------------------|
 OC1874| PID    Reference Object                     Distance      Geod. Az  |
 OC1874|                                                           dddmmss.s |
 OC1874| CE8266 JORDANS ISLAND 3 RM 1                              10313     |
 OC1874| CE8267 JORDANS ISLAND 3 RM 2                              21827     |
 OC1874| OC1870 BLUE POINT HILL 2                   APPROX. 6.6 KM 3234157.6 |
 OC1874|---------------------------------------------------------------------|
 OC1874
 OC1874                          SUPERSEDED SURVEY CONTROL
 OC1874
 OC1874  NAD 83(1992)-  43 30 17.67507(N)    070 18 40.15249(W) AD(       ) 3
 OC1874  NAD 83(1986)-  43 30 17.68108(N)    070 18 40.15806(W) AD(       ) 3
 OC1874  NAD 27      -  43 30 17.37100(N)    070 18 41.98400(W) AD(       ) 3
 OC1874  NGVD 29 (07/19/86)    8.     (m)           26.     (f) VERT ANG       
 OC1874
 OC1874.Superseded values are not recommended for survey control.
 OC1874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1874.See file dsdata.txt to determine how the superseded data were derived.
 OC1874
 OC1874_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9400917722(NAD 83)
 OC1874
 OC1874  HISTORY     - Date     Condition        Report By
 OC1874  HISTORY     - 1923     MONUMENTED       CGS
 OC1874  HISTORY     - 1955     SEE DESCRIPTION  CGS
 OC1874
 OC1874                          STATION DESCRIPTION
 OC1874
 OC1874'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (MTP)
 OC1874'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.  THE
 OC1874'PREVIOUS DESCRIPTION IS ADEQUATE.
 OC1874'
 OC1874'SEE JORDANS ISLAND 2 FOR DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0266 ***********************************************************************
 QH0266  DESIGNATION -  JOSEPH IBC
 QH0266  PID         -  QH0266
 QH0266  STATE/COUNTY-  ME/FRANKLIN
 QH0266  USGS QUAD   -  MERRILL MOUNTAIN (1970)
 QH0266
 QH0266                         *CURRENT SURVEY CONTROL
 QH0266  ___________________________________________________________________
 QH0266* NAD 83(1996)-  45 23 18.31132(N)    070 38 17.70342(W)     ADJUSTED  
 QH0266* NAVD 88     -       967.     (meters)    3173.     (feet)  SCALED    
 QH0266  ___________________________________________________________________
 QH0266  LAPLACE CORR-           8.84  (seconds)                    DEFLEC99
 QH0266  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 QH0266
 QH0266  HORZ ORDER  -  THIRD
 QH0266
 QH0266.The horizontal coordinates were established by classical geodetic methods
 QH0266.and adjusted by the National Geodetic Survey in March 1998..
 QH0266
 QH0266.The orthometric height was scaled from a topographic map.
 QH0266
 QH0266.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0266
 QH0266.The geoid height was determined by GEOID03.
 QH0266
 QH0266;                    North         East     Units Scale Factor Converg.
 QH0266;SPC ME W     -   284,005.666   863,070.390   MT  0.99998343   -0 20 08.6
 QH0266;UTM  19      - 5,027,405.757   371,756.343   MT  0.99980221   -1 09 59.1
 QH0266
 QH0266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0266!SPC ME W     -   0.99985244  x   0.99998343  =   0.99983588
 QH0266!UTM  19      -   0.99985244  x   0.99980221  =   0.99965468
 QH0266
 QH0266:                Primary Azimuth Mark                     Grid Az
 QH0266:SPC ME W     -  BROWN IBC                                042 41 47.1
 QH0266:UTM  19      -  BROWN IBC                                043 31 37.6
 QH0266
 QH0266|---------------------------------------------------------------------|
 QH0266| PID    Reference Object                     Distance      Geod. Az  |
 QH0266|                                                           dddmmss.s |
 QH0266| QH0254 BROWN IBC                           APPROX. 1.8 KM 0422138.5 |
 QH0266|---------------------------------------------------------------------|
 QH0266
 QH0266                          SUPERSEDED SURVEY CONTROL
 QH0266
 QH0266  NAD 83(1992)-  45 23 18.30934(N)    070 38 17.69836(W) AD(       ) 3
 QH0266  NAD 83(1992)-  45 23 18.31572(N)    070 38 17.69430(W) AD(       ) 3
 QH0266  NAD 83(1986)-  45 23 18.31274(N)    070 38 17.70234(W) AD(       ) 3
 QH0266  NAD 27      -  45 23 18.13500(N)    070 38 19.45200(W) AD(       ) 3
 QH0266
 QH0266.Superseded values are not recommended for survey control.
 QH0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0266.See file dsdata.txt to determine how the superseded data were derived.
 QH0266
 QH0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL7175627406(NAD 83)
 QH0266_MARKER: DD = SURVEY DISK
 QH0266_SETTING: 66 = SET IN ROCK OUTCROP
 QH0266_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 QH0266_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QH0266+STABILITY: POSITION/ELEVATION WELL
 QH0266
 QH0266  HISTORY     - Date     Condition        Report By
 QH0266  HISTORY     - 1915     MONUMENTED       IBC
 QH0266  HISTORY     - 1941     GOOD             IBC
 QH0266
 QH0266                          STATION DESCRIPTION
 QH0266
 QH0266'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1915 (JH)
 QH0266'IN LOUIS TOWNSHIP, 1-1/4 MILES NORTHEAST OF PISGAH MOUNTAIN.  THE
 QH0266'STATION IS ON THE SUMMIT OF THE RIDGE, ABOUT 15 FEET SOUTH OF THE
 QH0266'BOUNDARY.
 QH0266'
 QH0266'STATION MARK--A BRONZE DISK CEMENTED IN A DRILL HOLE IN SOLID ROCK.
 QH0266'MONUMENT 414 - 28 IS ABOUT 25 FEET IN A NORTHWEST DIRECTION FROM THE
 QH0266'STATION.
 QH0266
 QH0266                          STATION RECOVERY (1941)
 QH0266
 QH0266'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941 (FHB)
 QH0266'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0291 ***********************************************************************
 OB0291  DESIGNATION -  JUDD YOUNGS HOUSE CHIMNEY
 OB0291  PID         -  OB0291
 OB0291  STATE/COUNTY-  ME/KNOX
 OB0291  USGS QUAD   -  MATINICUS (1973)
 OB0291
 OB0291                         *CURRENT SURVEY CONTROL
 OB0291  ___________________________________________________________________
 OB0291* NAD 83(1996)-  43 51 24.75185(N)    068 53 39.05125(W)     ADJUSTED  
 OB0291* NAVD 88     -                                                        
 OB0291  ___________________________________________________________________
 OB0291  LAPLACE CORR-           2.19  (seconds)                    DEFLEC99
 OB0291  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 OB0291
 OB0291  HORZ ORDER  -  THIRD
 OB0291
 OB0291.The horizontal coordinates were established by classical geodetic methods
 OB0291.and adjusted by the National Geodetic Survey in March 1998..
 OB0291
 OB0291
 OB0291.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0291
 OB0291.The geoid height was determined by GEOID03.
 OB0291
 OB0291;                    North         East     Units Scale Factor Converg.
 OB0291;SPC ME E     -    21,207.059   268,311.507   MT  0.99991235   -0 16 23.2
 OB0291;UTM  19      - 4,855,981.960   508,504.320   MT  0.99960089   +0 04 23.9
 OB0291
 OB0291                          SUPERSEDED SURVEY CONTROL
 OB0291
 OB0291  NAD 83(1992)-  43 51 24.75873(N)    068 53 39.03029(W) AD(       ) 4
 OB0291  NAD 83(1986)-  43 51 24.76225(N)    068 53 39.03697(W) AD(       ) 4
 OB0291  NAD 27      -  43 51 24.46500(N)    068 53 40.90500(W) AD(       ) 3
 OB0291
 OB0291.Superseded values are not recommended for survey control.
 OB0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0291.See file dsdata.txt to determine how the superseded data were derived.
 OB0291
 OB0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ0850455982(NAD 83)
 OB0291
 OB0291  HISTORY     - Date     Condition        Report By
 OB0291  HISTORY     - UNK      MONUMENTED
 OB0291  HISTORY     - 1944     SEE DESCRIPTION  CGS
 OB0291  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OB0291  HISTORY     - 1962     SEE DESCRIPTION  CGS
 OB0291
 OB0291                          STATION DESCRIPTION
 OB0291
 OB0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLP)
 OB0291'STATION RECOVERED IN GOOD CONDITION.  IT IS LOCATED ON THE SOUTH
 OB0291'CENTRAL PART OF MATINICUS ISLAND, ABOUT 1/2 MILE N OF THE S END,
 OB0291'ON HIGH PART OF A HILL WHICH IS HIGHER THAN THE SURROUNDING AREA,
 OB0291'ABOUT 100 METERS N OF THE ROAD DOWN THE CENTER OF THE ISLAND,
 OB0291'ABOUT 45 METERS E OF THE E EDGE OF A CEMETERY ON THE E SIDE OF
 OB0291'THE ROAD, AND IS THE S ONE OF TWO HOUSES CLOSE TOGETHER.
 OB0291'
 OB0291'STATION IS THE LONE RED BRICK CHIMNEY ON A 1-1/2-STORY HOUSE
 OB0291'PAINTED YELLOW WITH PALE GREEN TRIM, HAS AN UNPAINTED SHINGLE
 OB0291'ROOF, AND HAS A SMALL SKYLIGHT ON THE N SIDE OF THE ROOF ABOUT 1
 OB0291'METER FROM THE CHIMNEY WHICH IS SITUATED IN THE CENTER OF THE
 OB0291'RIDGE ROOF.
 OB0291
 OB0291                          STATION RECOVERY (1953)
 OB0291
 OB0291'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (PT)
 OB0291'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE 1944 DESCRIPTION
 OB0291'IS ADEQUATE AND COMPLETE, WITH THE FOLLOWING EXCEPTION--THE HOUSE
 OB0291'IS NOW PAINTED GRAY WITH BLUE TRIMMINGS.
 OB0291
 OB0291                          STATION RECOVERY (1962)
 OB0291
 OB0291'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WFD)
 OB0291'THIS STATION WAS RECOVERED AS DESCRIBED, EXCEPT THE HOUSE IS NOW
 OB0291'PAINTED WHITE.  TREES HAVE GROWN IN THE AREA, RESTRICTING ITS USE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0805 ***********************************************************************
 QF0805  DESIGNATION -  JUNCTION
 QF0805  PID         -  QF0805
 QF0805  STATE/COUNTY-  ME/WASHINGTON
 QF0805  USGS QUAD   -  CALAIS (1977)
 QF0805
 QF0805                         *CURRENT SURVEY CONTROL
 QF0805  ___________________________________________________________________
 QF0805* NAD 83(1996)-  45 08 56.40931(N)    067 17 35.05243(W)     ADJUSTED  
 QF0805* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 QF0805  ___________________________________________________________________
 QF0805  LAPLACE CORR-           5.09  (seconds)                    DEFLEC99
 QF0805  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 QF0805
 QF0805  HORZ ORDER  -  THIRD
 QF0805
 QF0805.The horizontal coordinates were established by classical geodetic methods
 QF0805.and adjusted by the National Geodetic Survey in March 1998..
 QF0805
 QF0805.The orthometric height was scaled from a topographic map.
 QF0805
 QF0805.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0805
 QF0805.The geoid height was determined by GEOID03.
 QF0805
 QF0805;                    North         East     Units Scale Factor Converg.
 QF0805;SPC ME E     -   165,409.713   394,906.113   MT  1.00001072   +0 51 20.6
 QF0805;UTM  19      - 5,000,920.133   634,182.967   MT  0.99982139   +1 12 37.1
 QF0805
 QF0805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0805!SPC ME E     -   1.00000227  x   1.00001072  =   1.00001299
 QF0805!UTM  19      -   1.00000227  x   0.99982139  =   0.99982366
 QF0805
 QF0805|---------------------------------------------------------------------|
 QF0805| PID    Reference Object                     Distance      Geod. Az  |
 QF0805|                                                           dddmmss.s |
 QF0805| QF0837 SWITCH LEVER IBC                     91.036 METERS 00748     |
 QF0805| CE8898 JUNCTION RM 1                        41.651 METERS 01002     |
 QF0805| QF0778 MILLTOWN GRAM SCH CUPOLA IBC        APPROX. 2.3 KM 0124449.7 |
 QF0805| QF0765 MAGUERREWOC                         APPROX. 1.3 KM 0554955.0 |
 QF0805| QF0835 RR CROSSING POST IBC                484.462 METERS 1581456.3 |
 QF0805| CE8899 JUNCTION RM 2                        11.202 METERS 27047     |
 QF0805| QF0838 RT TANGENT PIER IBC                 165.680 METERS 32711     |
 QF0805|---------------------------------------------------------------------|
 QF0805
 QF0805                          SUPERSEDED SURVEY CONTROL
 QF0805
 QF0805  NAD 83(1992)-  45 08 56.40413(N)    067 17 35.05057(W) AD(       ) 3
 QF0805  NAD 83(1986)-  45 08 56.40668(N)    067 17 35.05528(W) AD(       ) 3
 QF0805  NAD 27      -  45 08 56.13600(N)    067 17 37.09100(W) AD(       ) 3
 QF0805
 QF0805.Superseded values are not recommended for survey control.
 QF0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0805.See file dsdata.txt to determine how the superseded data were derived.
 QF0805
 QF0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL3418300920(NAD 83)
 QF0805_MARKER: DH = HORIZONTAL CONTROL DISK
 QF0805_SETTING: 0 = UNSPECIFIED SETTING
 QF0805
 QF0805  HISTORY     - Date     Condition        Report By
 QF0805  HISTORY     - 1909     MONUMENTED       IBC
 QF0805  HISTORY     - 1946     GOOD             IBC
 QF0805
 QF0805                          STATION DESCRIPTION
 QF0805
 QF0805'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JEM)
 QF0805'ABOUT 1-1/2 MILES S OF MILLTOWN, ME, AT THE ST CROIX JUNCTION, ON THE
 QF0805'MAINE CENTRAL RAILROAD.  THE STATION IS BETWEEN THE TWO TRACKS AND
 QF0805'BETWEEN THE PLATFORMS, JUST S OF THE TRAINMENS REGISTRATION BOOTH
 QF0805'(28 METERS SOUTH), ALMOST DIRECTLY BELOW THE END OF THE SOUTH RAIL
 QF0805'OF THE SOUTHERN WORK CAR RACK, 8.69 METERS FROM THE EDGE OF THE
 QF0805'INSIDE RAIL ON THE MAIN TRACK OF THE RAILROAD, AND 5.63 METERS FROM
 QF0805'NEAR EDGE OF THE INSIDE RAIL OF THE PRINCETON TRACK, ABOUT 5 METERS
 QF0805'WEST OF A TELEGRAPH POLE.
 QF0805'
 QF0805'STATION MARK IS A BRONZE DISK SET IN THE TOP OF A GRANITE POST 6
 QF0805'INCHES SQUARE AND 2 FEET LONG, FIRMLY SET IN THE GROUND.  THE
 QF0805'SUBSURFACE MARK IS A NAIL IN THE TOP OF A CONCRETE - FILLED 3 - INCH
 QF0805'TILE SET 1-3/4 FEET BELOW THE SURFACE OF THE GROUND.  A PIECE OF
 QF0805'3 - INCH DRAIN TILE 1 FOOT LONG, FILLED WITH CONCRETE AND MARKED WITH
 QF0805'A NAIL SET IN THE TOP OF IT, IS SET FLUSH WITH THE GROUND, 1.49
 QF0805'METERS FROM THE NEAREST EDGE OF THE TOP OF THE NEAREST RAIL OF THE
 QF0805'PRINCETON LINE, 2.12 METERS FROM THE NEAREST EDGE OF THE TOP OF THE
 QF0805'NEAREST RAIL OF THE MAIN LINE OF THE RAILROAD, AND N 10 DEGREE 02
 QF0805'MINUTES E, 41.65 METERS FROM THE STATION MARK.
 QF0805
 QF0805                          STATION RECOVERY (1946)
 QF0805
 QF0805'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF0805'STATION RECOVERED.  REFERENCE MARK NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1521 ***********************************************************************
 OC1521  DESIGNATION -  JUNK OF PORK ISLAND BEACON
 OC1521  PID         -  OC1521
 OC1521  STATE/COUNTY-  ME/CUMBERLAND
 OC1521  USGS QUAD   -  SOUTH HARPSWELL (1975)
 OC1521
 OC1521                         *CURRENT SURVEY CONTROL
 OC1521  ___________________________________________________________________
 OC1521* NAD 83(1996)-  43 38 50.92069(N)    070 07 19.19387(W)     ADJUSTED  
 OC1521* NAVD 88     -                                                        
 OC1521  ___________________________________________________________________
 OC1521  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 OC1521  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 OC1521
 OC1521  HORZ ORDER  -  THIRD
 OC1521
 OC1521.The horizontal coordinates were established by classical geodetic methods
 OC1521.and adjusted by the National Geodetic Survey in March 1998..
 OC1521
 OC1521
 OC1521.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1521
 OC1521.The geoid height was determined by GEOID03.
 OC1521
 OC1521;                    North         East     Units Scale Factor Converg.
 OC1521;SPC ME W     -    90,447.326   903,603.704   MT  0.99996683   +0 01 51.0
 OC1521;UTM  19      - 4,833,331.767   409,513.600   MT  0.99970071   -0 46 28.1
 OC1521
 OC1521                          SUPERSEDED SURVEY CONTROL
 OC1521
 OC1521  NAD 83(1992)-  43 38 50.91868(N)    070 07 19.19464(W) AD(       ) 4
 OC1521  NAD 83(1986)-  43 38 50.92471(N)    070 07 19.19996(W) AD(       ) 4
 OC1521  NAD 27      -  43 38 50.62200(N)    070 07 21.03700(W) AD(       ) 3
 OC1521
 OC1521.Superseded values are not recommended for survey control.
 OC1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1521.See file dsdata.txt to determine how the superseded data were derived.
 OC1521
 OC1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0951433332(NAD 83)
 OC1521
 OC1521  HISTORY     - Date     Condition        Report By
 OC1521  HISTORY     - 1943     MONUMENTED       CGS
 OC1521
 OC1521                          STATION DESCRIPTION
 OC1521
 OC1521'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 OC1521'STATION IS LOCATED NEAR THE CENTER OF THE ISLAND.  IT IS A TOWER
 OC1521'ABOUT 25 FT. HIGH, PAINTED RED AND IS CONSTRUCTED OF WOOD.  IT
 OC1521'IS SUPPORTED BY FOUR LEGS.  POINT LOCATED IS A RED FLASHING
 OC1521'LIGHT AT THE APEX OF THE STRUCTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0029 ***********************************************************************
 QH0029  DESIGNATION -  K
 QH0029  PID         -  QH0029
 QH0029  STATE/COUNTY-  ME/FRANKLIN
 QH0029  USGS QUAD   -  SKINNER (1970)
 QH0029
 QH0029                         *CURRENT SURVEY CONTROL
 QH0029  ___________________________________________________________________
 QH0029* NAD 83(1986)-  45 31 46.     (N)    070 35 31.     (W)     SCALED    
 QH0029* NAVD 88     -       433.609  (meters)    1422.60   (feet)  ADJUSTED  
 QH0029  ___________________________________________________________________
 QH0029  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 QH0029  DYNAMIC HT  -         433.582 (meters)    1422.51  (feet)  COMP
 QH0029  MODELED GRAV-     980,540.6   (mgal)                       NAVD 88
 QH0029
 QH0029  VERT ORDER  -  FIRST     CLASS II
 QH0029
 QH0029.The horizontal coordinates were scaled from a topographic map and have
 QH0029.an estimated accuracy of +/- 6 seconds.
 QH0029
 QH0029.The orthometric height was determined by differential leveling
 QH0029.and adjusted by the National Geodetic Survey in June 1991..
 QH0029
 QH0029.The geoid height was determined by GEOID03.
 QH0029
 QH0029.The dynamic height is computed by dividing the NAVD 88
 QH0029.geopotential number by the normal gravity value computed on the
 QH0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QH0029.degrees latitude (g = 980.6199 gals.).
 QH0029
 QH0029.The modeled gravity was interpolated from observed gravity values.
 QH0029
 QH0029;                    North         East    Units  Estimated Accuracy
 QH0029;SPC ME W     -   299,660.      866,780.      MT  (+/- 180 meters Scaled)
 QH0029
 QH0029                          SUPERSEDED SURVEY CONTROL
 QH0029
 QH0029  NGVD 29 (??/??/92)  433.781  (m)         1423.16   (f) ADJ UNCH    1 2
 QH0029
 QH0029.Superseded values are not recommended for survey control.
 QH0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0029.See file dsdata.txt to determine how the superseded data were derived.
 QH0029
 QH0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL756430(NAD 83)
 QH0029_MARKER: DB = BENCH MARK DISK
 QH0029_SETTING: 80 = SET IN A BOULDER
 QH0029_SP_SET: BOULDER
 QH0029_STAMPING: ELEV 1423.163 FT K 1916
 QH0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0029+STABILITY: SURFACE MOTION
 QH0029
 QH0029  HISTORY     - Date     Condition        Report By
 QH0029  HISTORY     - 1916     MONUMENTED       CGS
 QH0029  HISTORY     - 1934     GOOD             NGS
 QH0029
 QH0029                          STATION DESCRIPTION
 QH0029
 QH0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1916
 QH0029'AT SKINNER.
 QH0029'AT SKINNER, FRANKLIN COUNTY, ON THE CANADIAN PACIFIC RAILWAY,
 QH0029'4-1/4 POLES NORTHEAST OF THE STATION, 9-1/4 POLES NORTHEAST OF
 QH0029'MILEPOST 95, 14 YARDS SOUTHEAST OF THE CENTER LINE OF THE TRACK,
 QH0029'IN THE TOP OF A 5- BY 6-FOOT FLAT BOULDER, AND ABOUT 1-1/2 FEET
 QH0029'ABOVE THE GROUND.  A STANDARD DISK, STAMPED ELEV 1423.163 FT K
 QH0029'1916.
 QH0029
 QH0029                          STATION RECOVERY (1934)
 QH0029
 QH0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QH0029'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0188 ***********************************************************************
 PE0188  DESIGNATION -  K 1
 PE0188  PID         -  PE0188
 PE0188  STATE/COUNTY-  ME/HANCOCK
 PE0188  USGS QUAD   -  ELLSWORTH (1981)
 PE0188
 PE0188                         *CURRENT SURVEY CONTROL
 PE0188  ___________________________________________________________________
 PE0188* NAD 83(1986)-  44 30 02.     (N)    068 22 56.     (W)     SCALED    
 PE0188* NAVD 88     -        51.850  (meters)     170.11   (feet)  ADJUSTED  
 PE0188  ___________________________________________________________________
 PE0188  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 PE0188  DYNAMIC HT  -          51.847 (meters)     170.10  (feet)  COMP
 PE0188  MODELED GRAV-     980,561.8   (mgal)                       NAVD 88
 PE0188
 PE0188  VERT ORDER  -  SECOND    CLASS 0
 PE0188
 PE0188.The horizontal coordinates were scaled from a topographic map and have
 PE0188.an estimated accuracy of +/- 6 seconds.
 PE0188
 PE0188.The orthometric height was determined by differential leveling
 PE0188.and adjusted by the National Geodetic Survey in June 1991..
 PE0188
 PE0188.The geoid height was determined by GEOID03.
 PE0188
 PE0188.The dynamic height is computed by dividing the NAVD 88
 PE0188.geopotential number by the normal gravity value computed on the
 PE0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0188.degrees latitude (g = 980.6199 gals.).
 PE0188
 PE0188.The modeled gravity was interpolated from observed gravity values.
 PE0188
 PE0188;                    North         East    Units  Estimated Accuracy
 PE0188;SPC ME E     -    92,650.      309,370.      MT  (+/- 180 meters Scaled)
 PE0188
 PE0188                          SUPERSEDED SURVEY CONTROL
 PE0188
 PE0188  NGVD 29 (??/??/92)   52.040  (m)          170.73   (f) ADJ UNCH    2 0
 PE0188
 PE0188.Superseded values are not recommended for survey control.
 PE0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0188.See file dsdata.txt to determine how the superseded data were derived.
 PE0188
 PE0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK491276(NAD 83)
 PE0188_MARKER: DD = SURVEY DISK
 PE0188_SETTING: 80 = SET IN A BOULDER
 PE0188_SP_SET: BOULDER
 PE0188_STAMPING: 171 K 1 1934
 PE0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0188+STABILITY: SURFACE MOTION
 PE0188
 PE0188  HISTORY     - Date     Condition        Report By
 PE0188  HISTORY     - 1934     MONUMENTED       USGS
 PE0188  HISTORY     - 1965     GOOD             NGS
 PE0188
 PE0188                          STATION DESCRIPTION
 PE0188
 PE0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 PE0188'3.7 MI S FROM ELLSWORTH.
 PE0188'1.3 MILES EAST AND SOUTH OF THE ELLSWORTH POST OFFICE ON U.S.
 PE0188'HIGHWAY 1 AND STATE HIGHWAY 3 TO THE TRIANGLE, THENCE SOUTH ON
 PE0188'HIGHWAY 3 FOR 2.45 MILES TO THE MARK ON THE LEFT.  IT IS 1.3 MILES
 PE0188'SOUTH OF THE INTERSECTION OF HIGHWAY 3 AND BUTTERMILK ROAD, 1.2
 PE0188'MILES NORTH OF THE INTERSECTION OF HIGHWAYS 3 AND 204, AND 50
 PE0188'FEET SOUTH OF A WOODS ROAD, SET IN A DRILL HOLE IN THE SOUTHEAST
 PE0188'PART OF A 9 X 9 FOOT BOULDER THAT PROJECTS 3.5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1446 ***********************************************************************
 PE1446  DESIGNATION -  K 1
 PE1446  PID         -  PE1446
 PE1446  STATE/COUNTY-  ME/KENNEBEC
 PE1446  USGS QUAD   -  WATERVILLE (1982)
 PE1446
 PE1446                         *CURRENT SURVEY CONTROL
 PE1446  ___________________________________________________________________
 PE1446* NAD 83(1986)-  44 33 15.     (N)    069 37 48.     (W)     SCALED    
 PE1446* NAVD 88     -        34.349  (meters)     112.69   (feet)  ADJUSTED  
 PE1446  ___________________________________________________________________
 PE1446  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 PE1446  DYNAMIC HT  -          34.347 (meters)     112.69  (feet)  COMP
 PE1446  MODELED GRAV-     980,555.5   (mgal)                       NAVD 88
 PE1446  OBS GRAVITY -     980,560.3   (mgal)                       GRAV_OBS
 PE1446
 PE1446  VERT ORDER  -  FIRST     CLASS II
 PE1446
 PE1446.The horizontal coordinates were scaled from a topographic map and have
 PE1446.an estimated accuracy of +/- 6 seconds.
 PE1446
 PE1446.The orthometric height was determined by differential leveling
 PE1446.and adjusted by the National Geodetic Survey in June 1991..
 PE1446.WARNING-Repeat measurements at this control monument indicate possible
 PE1446.vertical movement.
 PE1446
 PE1446.The geoid height was determined by GEOID03.
 PE1446
 PE1446.The dynamic height is computed by dividing the NAVD 88
 PE1446.geopotential number by the normal gravity value computed on the
 PE1446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1446.degrees latitude (g = 980.6199 gals.).
 PE1446
 PE1446.The modeled gravity was interpolated from observed gravity values.
 PE1446.The observed gravity was obtained from relative gravimeter ties
 PE1446.to the IGSN71 gravity network.
 PE1446
 PE1446;                    North         East    Units  Estimated Accuracy
 PE1446;SPC ME W     -   191,330.      942,640.      MT  (+/- 180 meters Scaled)
 PE1446
 PE1446                          SUPERSEDED SURVEY CONTROL
 PE1446
 PE1446  NGVD 29 (??/??/92)   34.550  (m)          113.35   (f) ADJ UNCH    1 2
 PE1446
 PE1446.Superseded values are not recommended for survey control.
 PE1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1446.See file dsdata.txt to determine how the superseded data were derived.
 PE1446
 PE1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK499336(NAD 83)
 PE1446_MARKER: DD = SURVEY DISK
 PE1446_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE1446_SP_SET: CONCRETE BLOCK
 PE1446_STAMPING: K 1 ME 1923 113.382
 PE1446_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE1446_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PE1446+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2006
 PE1446
 PE1446  HISTORY     - Date     Condition        Report By
 PE1446  HISTORY     - 1923     MONUMENTED       USGS
 PE1446  HISTORY     - 1966     GOOD             NGS
 PE1446  HISTORY     - 1975     GOOD             NGS
 PE1446  HISTORY     - 20060811 GOOD             USPSQD
 PE1446
 PE1446                          STATION DESCRIPTION
 PE1446
 PE1446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE1446'AT WATERVILLE.
 PE1446'AT WATERVILLE, AT THE POST OFFICE, 2.9 FEET NORTHEAST OF THE
 PE1446'WEST CORNER OF THE BUILDING, IN THE TOP OF A CONCRETE BLOCK
 PE1446'WITH A 1-FOOT SQUARE METAL COVER, 19.7 FEET SOUTHEAST OF THE
 PE1446'SOUTHEAST CURB OF ELM STREET, 2.6 FEET NORTHEAST OF THE
 PE1446'NORTHEAST EDGE OF A BLACK TOPPED PARKING AREA, 0.6 FOOT
 PE1446'SOUTHWEST OF THE SOUTHWEST EDGE OF STONE RETAINING WALL FOR THE
 PE1446'BASEMENT WINDOWS, AND ABOUT LEVEL WITH THE PARKING GROUND.
 PE1446
 PE1446                          STATION RECOVERY (1975)
 PE1446
 PE1446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 PE1446'RECOVERED IN GOOD CONDITION.
 PE1446
 PE1446                          STATION RECOVERY (2006)
 PE1446
 PE1446'RECOVERY NOTE BY US POWER SQUADRON 2006 (AMW)
 PE1446'THE BUILDING NO LONGER IS THE U.S. POST OFFICE. IT IS NOW CALLED NO.1
 PE1446'POST OFFICE SQUARE AND HOUSES COMMERCIAL OFFICES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0403 ***********************************************************************
 PD0403  DESIGNATION -  K 10
 PD0403  PID         -  PD0403
 PD0403  STATE/COUNTY-  ME/WASHINGTON
 PD0403  USGS QUAD   -  TUG MOUNTAIN (1990)
 PD0403
 PD0403                         *CURRENT SURVEY CONTROL
 PD0403  ___________________________________________________________________
 PD0403* NAD 83(1986)-  44 54 40.     (N)    067 51 14.     (W)     SCALED    
 PD0403* NAVD 88     -        80.927  (meters)     265.51   (feet)  ADJUSTED  
 PD0403  ___________________________________________________________________
 PD0403  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 PD0403  DYNAMIC HT  -          80.922 (meters)     265.49  (feet)  COMP
 PD0403  MODELED GRAV-     980,553.4   (mgal)                       NAVD 88
 PD0403
 PD0403  VERT ORDER  -  SECOND    CLASS 0
 PD0403
 PD0403.The horizontal coordinates were scaled from a topographic map and have
 PD0403.an estimated accuracy of +/- 6 seconds.
 PD0403
 PD0403.The orthometric height was determined by differential leveling
 PD0403.and adjusted by the National Geodetic Survey in June 1991..
 PD0403
 PD0403.The geoid height was determined by GEOID03.
 PD0403
 PD0403.The dynamic height is computed by dividing the NAVD 88
 PD0403.geopotential number by the normal gravity value computed on the
 PD0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0403.degrees latitude (g = 980.6199 gals.).
 PD0403
 PD0403.The modeled gravity was interpolated from observed gravity values.
 PD0403
 PD0403;                    North         East    Units  Estimated Accuracy
 PD0403;SPC ME E     -   138,470.      351,020.      MT  (+/- 180 meters Scaled)
 PD0403
 PD0403                          SUPERSEDED SURVEY CONTROL
 PD0403
 PD0403  NGVD 29 (??/??/92)   81.120  (m)          266.14   (f) ADJ UNCH    2 0
 PD0403
 PD0403.Superseded values are not recommended for survey control.
 PD0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0403.See file dsdata.txt to determine how the superseded data were derived.
 PD0403
 PD0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK904737(NAD 83)
 PD0403_MARKER: DD = SURVEY DISK
 PD0403_SETTING: 80 = SET IN A BOULDER
 PD0403_SP_SET: BOULDER
 PD0403_STAMPING: K 10 1932
 PD0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0403+STABILITY: SURFACE MOTION
 PD0403
 PD0403  HISTORY     - Date     Condition        Report By
 PD0403  HISTORY     - 1932     MONUMENTED       CGS
 PD0403  HISTORY     - 1935     GOOD             NGS
 PD0403
 PD0403                          STATION DESCRIPTION
 PD0403
 PD0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PD0403'10.1 MI SW FROM WESLEY.
 PD0403'10.1 MILES SOUTHWEST ALONG STATE HIGHWAY 9 FROM THE JUNCTION OF
 PD0403'STATE HIGHWAY 192 AT WESLEY, WASHINGTON COUNTY, 50 YARDS EAST OF
 PD0403'THE JUNCTION OF TWO COUNTY ROADS AND THE HIGHWAY, 24 FEET EAST
 PD0403'OF THE CENTERLINE OF THE HIGHWAY, IN THE TOP OF A LARGE GRANITE
 PD0403'BOULDER, AND 3 FEET HIGHER THAN THE HIGHWAY.  A UNITED STATES
 PD0403'GEOLOGICAL SURVEY STANDARD DISK, STAMPED K 10 1932.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0149 ***********************************************************************
 RF0149  DESIGNATION -  K 10
 RF0149  PID         -  RF0149
 RF0149  STATE/COUNTY-  ME/AROOSTOOK
 RF0149  USGS QUAD   -  WINTERVILLE (1985)
 RF0149
 RF0149                         *CURRENT SURVEY CONTROL
 RF0149  ___________________________________________________________________
 RF0149* NAD 83(1986)-  46 59 05.     (N)    068 37 01.     (W)     SCALED    
 RF0149* NAVD 88     -       188.771  (meters)     619.33   (feet)  ADJUSTED  
 RF0149  ___________________________________________________________________
 RF0149  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 RF0149  DYNAMIC HT  -         188.793 (meters)     619.40  (feet)  COMP
 RF0149  MODELED GRAV-     980,727.3   (mgal)                       NAVD 88
 RF0149
 RF0149  VERT ORDER  -  FIRST     CLASS II
 RF0149
 RF0149.The horizontal coordinates were scaled from a topographic map and have
 RF0149.an estimated accuracy of +/- 6 seconds.
 RF0149
 RF0149.The orthometric height was determined by differential leveling
 RF0149.and adjusted by the National Geodetic Survey in June 1991..
 RF0149
 RF0149.The geoid height was determined by GEOID03.
 RF0149
 RF0149.The dynamic height is computed by dividing the NAVD 88
 RF0149.geopotential number by the normal gravity value computed on the
 RF0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0149.degrees latitude (g = 980.6199 gals.).
 RF0149
 RF0149.The modeled gravity was interpolated from observed gravity values.
 RF0149
 RF0149;                    North         East    Units  Estimated Accuracy
 RF0149;SPC ME E     -   368,730.      291,100.      MT  (+/- 180 meters Scaled)
 RF0149
 RF0149                          SUPERSEDED SURVEY CONTROL
 RF0149
 RF0149  NGVD 29 (??/??/92)  188.927  (m)          619.84   (f) ADJ UNCH    1 2
 RF0149
 RF0149.Superseded values are not recommended for survey control.
 RF0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0149.See file dsdata.txt to determine how the superseded data were derived.
 RF0149
 RF0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN291035(NAD 83)
 RF0149_MARKER: DB = BENCH MARK DISK
 RF0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RF0149_STAMPING: K 10 1927
 RF0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0149+STABILITY: SURFACE MOTION
 RF0149
 RF0149  HISTORY     - Date     Condition        Report By
 RF0149  HISTORY     - 1927     MONUMENTED       CGS
 RF0149  HISTORY     - 1927     GOOD             NGS
 RF0149  HISTORY     - 1978     MARK NOT FOUND   NGS
 RF0149
 RF0149                          STATION DESCRIPTION
 RF0149
 RF0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1927
 RF0149'1.8 MI N FROM WINTERVILLE STATION.
 RF0149'1.8 MILES NORTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 RF0149'WINTERVILLE STATION, AROOSTOOK COUNTY, ON THE EAST SHORE OF ST.
 RF0149'FROID LAKE, 26 RAILS SOUTHWEST OF CULVERT 73.43, 43 FEET SOUTHEAST
 RF0149'OF THE SOUTHEAST RAIL, 1.8 FEET NORTHWEST OF THE RIGHT-OF-WAY
 RF0149'FENCE, AND 2.3 FEET SOUTHWEST OF THE SOUTHWEST POST OF A BOARD
 RF0149'GATE.  A STANDARD DISK, STAMPED 619.838 K 10 1927 AND SET IN
 RF0149'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 RF0149
 RF0149                          STATION RECOVERY (1978)
 RF0149
 RF0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 RF0149'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0881 ***********************************************************************
 QG0881  DESIGNATION -  K 100
 QG0881  PID         -  QG0881
 QG0881  STATE/COUNTY-  ME/SOMERSET
 QG0881  USGS QUAD   -  BRASSUA LAKE EAST (1988)
 QG0881
 QG0881                         *CURRENT SURVEY CONTROL
 QG0881  ___________________________________________________________________
 QG0881* NAD 83(1986)-  45 43 08.     (N)    069 50 50.     (W)     SCALED    
 QG0881* NAVD 88     -       366.828  (meters)    1203.50   (feet)  ADJUSTED  
 QG0881  ___________________________________________________________________
 QG0881  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 QG0881  DYNAMIC HT  -         366.819 (meters)    1203.47  (feet)  COMP
 QG0881  MODELED GRAV-     980,582.5   (mgal)                       NAVD 88
 QG0881
 QG0881  VERT ORDER  -  SECOND    CLASS 0
 QG0881
 QG0881.The horizontal coordinates were scaled from a topographic map and have
 QG0881.an estimated accuracy of +/- 6 seconds.
 QG0881
 QG0881.The orthometric height was determined by differential leveling
 QG0881.and adjusted by the National Geodetic Survey in June 1991..
 QG0881
 QG0881.The geoid height was determined by GEOID03.
 QG0881
 QG0881.The dynamic height is computed by dividing the NAVD 88
 QG0881.geopotential number by the normal gravity value computed on the
 QG0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0881.degrees latitude (g = 980.6199 gals.).
 QG0881
 QG0881.The modeled gravity was interpolated from observed gravity values.
 QG0881
 QG0881;                    North         East    Units  Estimated Accuracy
 QG0881;SPC ME W     -   320,680.      924,870.      MT  (+/- 180 meters Scaled)
 QG0881
 QG0881                          SUPERSEDED SURVEY CONTROL
 QG0881
 QG0881  NGVD 29 (??/??/92)  366.993  (m)         1204.04   (f) ADJ UNCH    2 0
 QG0881
 QG0881.Superseded values are not recommended for survey control.
 QG0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0881.See file dsdata.txt to determine how the superseded data were derived.
 QG0881
 QG0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL340631(NAD 83)
 QG0881_MARKER: DB = BENCH MARK DISK
 QG0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0881_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0881_STAMPING: K 100 1953
 QG0881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0881+STABILITY: SURFACE MOTION
 QG0881
 QG0881  HISTORY     - Date     Condition        Report By
 QG0881  HISTORY     - 1953     MONUMENTED       CGS
 QG0881  HISTORY     - 1955     GOOD             NGS
 QG0881
 QG0881                          STATION DESCRIPTION
 QG0881
 QG0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0881'4.8 MI NW FROM ROCKWOOD.
 QG0881'4.75 MILES NORTHWEST ALONG A PRIVATE GRAVEL ROAD FROM BRIDGE OVER
 QG0881'MOOSE RIVER AT ROCKWOOD, 35 FEET SOUTHWEST OF CENTER LINE OF ROAD,
 QG0881'54 FEET WEST OF CENTER OF JUNCTION OF A LOGGING ROAD LEADING
 QG0881'NORTHEAST, 36 FEET SOUTH-SOUTHEAST OF A TRIANGULAR BLAZED 14-INCH
 QG0881'OAK TREE, 7 FEET SOUTHWEST OF A SLASH BLAZED 6-INCH BALSAM TREE,
 QG0881'ABOUT 2 1/2 FEET ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A
 QG0881'CONCRETE POST PROJECTING 4 INCHES.
 QG0881
 QG0881                          STATION RECOVERY (1955)
 QG0881
 QG0881'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 QG0881'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0166 ***********************************************************************
 RF0166  DESIGNATION -  K 101
 RF0166  PID         -  RF0166
 RF0166  STATE/COUNTY-  ME/AROOSTOOK
 RF0166  USGS QUAD   -  LITTLE MACHIAS LAKE (1986)
 RF0166
 RF0166                         *CURRENT SURVEY CONTROL
 RF0166  ___________________________________________________________________
 RF0166* NAD 83(1986)-  46 38 55.     (N)    068 35 26.     (W)     SCALED    
 RF0166* NAVD 88     -       237.226  (meters)     778.30   (feet)  ADJUSTED  
 RF0166  ___________________________________________________________________
 RF0166  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 RF0166  DYNAMIC HT  -         237.248 (meters)     778.37  (feet)  COMP
 RF0166  MODELED GRAV-     980,703.7   (mgal)                       NAVD 88
 RF0166
 RF0166  VERT ORDER  -  FIRST     CLASS II
 RF0166
 RF0166.The horizontal coordinates were scaled from a topographic map and have
 RF0166.an estimated accuracy of +/- 6 seconds.
 RF0166
 RF0166.The orthometric height was determined by differential leveling
 RF0166.and adjusted by the National Geodetic Survey in June 1991..
 RF0166
 RF0166.The geoid height was determined by GEOID03.
 RF0166
 RF0166.The dynamic height is computed by dividing the NAVD 88
 RF0166.geopotential number by the normal gravity value computed on the
 RF0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0166.degrees latitude (g = 980.6199 gals.).
 RF0166
 RF0166.The modeled gravity was interpolated from observed gravity values.
 RF0166
 RF0166;                    North         East    Units  Estimated Accuracy
 RF0166;SPC ME E     -   331,370.      293,070.      MT  (+/- 180 meters Scaled)
 RF0166
 RF0166                          SUPERSEDED SURVEY CONTROL
 RF0166
 RF0166  NGVD 29 (??/??/92)  237.399  (m)          778.87   (f) ADJ UNCH    1 2
 RF0166
 RF0166.Superseded values are not recommended for survey control.
 RF0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0166.See file dsdata.txt to determine how the superseded data were derived.
 RF0166
 RF0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM313661(NAD 83)
 RF0166_MARKER: DB = BENCH MARK DISK
 RF0166_SETTING: 80 = SET IN A BOULDER
 RF0166_SP_SET: BOULDER
 RF0166_STAMPING: K 101 1953
 RF0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0166+STABILITY: SURFACE MOTION
 RF0166
 RF0166  HISTORY     - Date     Condition        Report By
 RF0166  HISTORY     - 1953     MONUMENTED       CGS
 RF0166  HISTORY     - 1978     GOOD             NGS
 RF0166
 RF0166                          STATION DESCRIPTION
 RF0166
 RF0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0166'9.1 MI W FROM ASHLAND.
 RF0166'0.3 MILE WEST ALONG STATE HIGHWAY 11 FROM THE BANGOR AND
 RF0166'AROOSTOOK RAILROAD STATION AT ASHLAND, THENCE ABOUT 0.6 MILE
 RF0166'SOUTHWEST ALONG A BLACK TOP ROAD, THENCE ABOUT 8.2 MILES WEST
 RF0166'ALONG A PRIVATE GRAVEL ROAD, ABOUT 0.95 MILE WEST OF A WOODEN
 RF0166'BRIDGE OVER TENMILE BROOK, ABOUT 0.55 MILE EAST OF A WOODEN
 RF0166'BRIDGE OVER ELEVENMILE BROOK, IN WOODS, 63 FEET SOUTHWEST OF
 RF0166'CENTER LINE OF ROAD, 110 YARDS SOUTHEAST OF THE TOP OF A GRADE,
 RF0166'IN THE TOP OF THE HIGHEST POINT OF A 1 FOOT HIGH 4 BY 4 FOOT
 RF0166'EMBEDDED BOULDER, 1 FOOT NORTHEAST OF SOUTHWEST EDGE, 9 FEET
 RF0166'EAST OF A 24-INCH POPLAR TREE AND ABOUT 1 FOOT BELOW LEVEL OF
 RF0166'ROAD.
 RF0166
 RF0166                          STATION RECOVERY (1978)
 RF0166
 RF0166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 RF0166'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0210 ***********************************************************************
 RF0210  DESIGNATION -  K 102
 RF0210  PID         -  RF0210
 RF0210  STATE/COUNTY-  ME/PISCATAQUIS
 RF0210  USGS QUAD   -  FIFTH MUSQUACOOK LAKE (1986)
 RF0210
 RF0210                         *CURRENT SURVEY CONTROL
 RF0210  ___________________________________________________________________
 RF0210* NAD 83(1986)-  46 30 55.     (N)    069 02 11.     (W)     SCALED    
 RF0210* NAVD 88     -       346.693  (meters)    1137.44   (feet)  ADJUSTED  
 RF0210  ___________________________________________________________________
 RF0210  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 RF0210  DYNAMIC HT  -         346.711 (meters)    1137.50  (feet)  COMP
 RF0210  MODELED GRAV-     980,657.0   (mgal)                       NAVD 88
 RF0210
 RF0210  VERT ORDER  -  SECOND    CLASS 0
 RF0210
 RF0210.The horizontal coordinates were scaled from a topographic map and have
 RF0210.an estimated accuracy of +/- 6 seconds.
 RF0210
 RF0210.The orthometric height was determined by differential leveling
 RF0210.and adjusted by the National Geodetic Survey in June 1991..
 RF0210
 RF0210.The geoid height was determined by GEOID03.
 RF0210
 RF0210.The dynamic height is computed by dividing the NAVD 88
 RF0210.geopotential number by the normal gravity value computed on the
 RF0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0210.degrees latitude (g = 980.6199 gals.).
 RF0210
 RF0210.The modeled gravity was interpolated from observed gravity values.
 RF0210
 RF0210;                    North         East    Units  Estimated Accuracy
 RF0210;SPC ME E     -   316,680.      258,840.      MT  (+/- 180 meters Scaled)
 RF0210
 RF0210                          SUPERSEDED SURVEY CONTROL
 RF0210
 RF0210  NGVD 29 (??/??/92)  346.882  (m)         1138.06   (f) ADJ UNCH    2 0
 RF0210
 RF0210.Superseded values are not recommended for survey control.
 RF0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0210.See file dsdata.txt to determine how the superseded data were derived.
 RF0210
 RF0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM972513(NAD 83)
 RF0210_MARKER: DB = BENCH MARK DISK
 RF0210_SETTING: 80 = SET IN A BOULDER
 RF0210_SP_SET: BOULDER
 RF0210_STAMPING: K 102 1953
 RF0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0210+STABILITY: SURFACE MOTION
 RF0210
 RF0210  HISTORY     - Date     Condition        Report By
 RF0210  HISTORY     - 1953     MONUMENTED       CGS
 RF0210  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 RF0210
 RF0210                          STATION DESCRIPTION
 RF0210
 RF0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0210'39.6 MI W FROM ASHLAND.
 RF0210'ABOUT 0.3 MILE WEST ALONG STATE HIGHWAY 11 FROM THE BANGOR AND
 RF0210'AROOSTOOK RAILROAD STATION AT ASHLAND, THENCE ABOUT 0.6 MILE SOUTHWEST
 RF0210'ALONG A BLACK TOP ROAD, THENCE ABOUT 38.65 MILES WEST AND SOUTHWEST
 RF0210'ALONG A PRIVATE GRAVEL ROAD, ABOUT 0.4 MILE WEST OF THE JUNCTION OF
 RF0210'A ROAD LEADING SOUTH AND A BRIDGE OVER MULE BROOK, ABOUT 0.35
 RF0210'MILE EAST OF A LOGGING CAMP, IN THE TOP OF THE HIGHEST POINT OF A
 RF0210'2-FOOT HIGH 8 BY 9 FOOT BOULDER, 48 FEET NORTH OF CENTER LINE
 RF0210'OF ROAD AND ABOUT 3 FEET ABOVE LEVEL OF ROAD.
 RF0210
 RF0210                          STATION RECOVERY (1984)
 RF0210
 RF0210'RECOVERY NOTE BY US POWER SQUADRON 1984 (JHS)
 RF0210'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0018 ***********************************************************************
 QH0018  DESIGNATION -  K 103
 QH0018  PID         -  QH0018
 QH0018  STATE/COUNTY-  ME/SOMERSET
 QH0018  USGS QUAD   -  FOLEY POND (1989)
 QH0018
 QH0018                         *CURRENT SURVEY CONTROL
 QH0018  ___________________________________________________________________
 QH0018* NAD 83(1986)-  45 58 01.     (N)    070 01 54.     (W)     SCALED    
 QH0018* NAVD 88     -       367.591  (meters)    1206.00   (feet)  ADJUSTED  
 QH0018  ___________________________________________________________________
 QH0018  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 QH0018  DYNAMIC HT  -         367.579 (meters)    1205.97  (feet)  COMP
 QH0018  MODELED GRAV-     980,573.1   (mgal)                       NAVD 88
 QH0018
 QH0018  VERT ORDER  -  SECOND    CLASS 0
 QH0018
 QH0018.The horizontal coordinates were scaled from a topographic map and have
 QH0018.an estimated accuracy of +/- 6 seconds.
 QH0018
 QH0018.The orthometric height was determined by differential leveling
 QH0018.and adjusted by the National Geodetic Survey in June 1991..
 QH0018
 QH0018.The geoid height was determined by GEOID03.
 QH0018
 QH0018.The dynamic height is computed by dividing the NAVD 88
 QH0018.geopotential number by the normal gravity value computed on the
 QH0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QH0018.degrees latitude (g = 980.6199 gals.).
 QH0018
 QH0018.The modeled gravity was interpolated from observed gravity values.
 QH0018
 QH0018;                    North         East    Units  Estimated Accuracy
 QH0018;SPC ME W     -   348,200.      910,460.      MT  (+/- 180 meters Scaled)
 QH0018
 QH0018                          SUPERSEDED SURVEY CONTROL
 QH0018
 QH0018  NGVD 29 (??/??/92)  367.750  (m)         1206.53   (f) ADJ UNCH    2 0
 QH0018
 QH0018.Superseded values are not recommended for survey control.
 QH0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0018.See file dsdata.txt to determine how the superseded data were derived.
 QH0018
 QH0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL200908(NAD 83)
 QH0018_MARKER: DB = BENCH MARK DISK
 QH0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QH0018_STAMPING: K 103 1953
 QH0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0018+STABILITY: SURFACE MOTION
 QH0018
 QH0018  HISTORY     - Date     Condition        Report By
 QH0018  HISTORY     - 1953     MONUMENTED       CGS
 QH0018
 QH0018                          STATION DESCRIPTION
 QH0018
 QH0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QH0018'7.2 MI N FROM PITTSTON FARM.
 QH0018'2.0 MILES NORTHWEST ALONG A PRIVATE GRAVEL ROAD FROM BRIDGE OVER
 QH0018'SOUTH BRANCH PENOBSCOT RIVER AT PITTSTON FARM, THENCE ABOUT 5.15
 QH0018'MILES NORTH ALONG A PRIVATE GRAVEL ROAD, ABOUT 1.05 MILES NORTH
 QH0018'OF BRIDGE OVER BIG LANE BROOK, ABOUT 0.2 MILE SOUTHEAST OF A
 QH0018'12-FOOT WOODEN BRIDGE OVER SMALL CREEK, ON A GRADE DECENDING
 QH0018'NORTHWEST, 35 FEET SOUTHWEST OF CENTER LINE OF ROAD, 120 FEET
 QH0018'WEST AND ACROSS ROAD FROM A TRIANGULAR BLAZED 8-INCH SPRUCE TREE,
 QH0018'16 1/2 FEET SOUTHEAST OF A TRIANGULAR BLAZED 16-INCH MAPLE TREE,
 QH0018'24 1/2 FEET NORTHEAST OF A SLASH BLAZED 8-INCH MAPLE TREE, 2
 QH0018'FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE
 QH0018'LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 QH0018'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0934 ***********************************************************************
 QG0934  DESIGNATION -  K 104
 QG0934  PID         -  QG0934
 QG0934  STATE/COUNTY-  ME/SOMERSET
 QG0934  USGS QUAD   -  SEBOOMOOK LAKE EAST (1989)
 QG0934
 QG0934                         *CURRENT SURVEY CONTROL
 QG0934  ___________________________________________________________________
 QG0934* NAD 83(1986)-  45 54 12.     (N)    069 49 41.     (W)     SCALED    
 QG0934* NAVD 88     -       368.087  (meters)    1207.63   (feet)  ADJUSTED  
 QG0934  ___________________________________________________________________
 QG0934  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 QG0934  DYNAMIC HT  -         368.082 (meters)    1207.62  (feet)  COMP
 QG0934  MODELED GRAV-     980,591.5   (mgal)                       NAVD 88
 QG0934
 QG0934  VERT ORDER  -  SECOND    CLASS 0
 QG0934
 QG0934.The horizontal coordinates were scaled from a topographic map and have
 QG0934.an estimated accuracy of +/- 6 seconds.
 QG0934
 QG0934.The orthometric height was determined by differential leveling
 QG0934.and adjusted by the National Geodetic Survey in June 1991..
 QG0934
 QG0934.The geoid height was determined by GEOID03.
 QG0934
 QG0934.The dynamic height is computed by dividing the NAVD 88
 QG0934.geopotential number by the normal gravity value computed on the
 QG0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0934.degrees latitude (g = 980.6199 gals.).
 QG0934
 QG0934.The modeled gravity was interpolated from observed gravity values.
 QG0934
 QG0934;                    North         East    Units  Estimated Accuracy
 QG0934;SPC ME W     -   341,180.      926,280.      MT  (+/- 180 meters Scaled)
 QG0934
 QG0934                          SUPERSEDED SURVEY CONTROL
 QG0934
 QG0934  NGVD 29 (??/??/92)  368.249  (m)         1208.16   (f) ADJ UNCH    2 0
 QG0934
 QG0934.Superseded values are not recommended for survey control.
 QG0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0934.See file dsdata.txt to determine how the superseded data were derived.
 QG0934
 QG0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL357836(NAD 83)
 QG0934_MARKER: DB = BENCH MARK DISK
 QG0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0934_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0934_STAMPING: K 104 1953
 QG0934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0934+STABILITY: SURFACE MOTION
 QG0934
 QG0934  HISTORY     - Date     Condition        Report By
 QG0934  HISTORY     - 1953     MONUMENTED       CGS
 QG0934  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QG0934
 QG0934                          STATION DESCRIPTION
 QG0934
 QG0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0934'9.9 MI E FROM PITTSTON FARM.
 QG0934'3.4 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE BRIDGE OVER
 QG0934'SOUTH BRANCH PENOBSCOT RIVER AT PITTSTON FARM, THENCE ABOUT
 QG0934'6.5 MILES NORTHEAST AND EAST ALONG A GRAVEL ROAD LEADING TO
 QG0934'SEBOOMOOK DAM, ABOUT 7.1 MILES SOUTHWEST AND WEST ALONG A
 QG0934'GRAVEL ROAD LEADING TO ROCKWOOD FROM SEBOOMOOK DAM, AT THE
 QG0934'NORTHEAST CORNER OF A SMALL CLEARING, ON A GRADE DECENDING EAST,
 QG0934'47 FEET SOUTH OF CENTER LINE OF ROAD, 92 FEET WEST OF THE
 QG0934'SOUTH END OF A 24-INCH PIPE CULVERT UNDER ROAD, 25 FEET
 QG0934'SOUTH-SOUTHWEST OF TELEPHONE POLE, ABOUT 3 1/2 FEET ABOVE
 QG0934'LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 QG0934'4 INCHES.
 QG0934
 QG0934                          STATION RECOVERY (1985)
 QG0934
 QG0934'RECOVERY NOTE BY US POWER SQUADRON 1985 (JHS)
 QG0934'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0944 ***********************************************************************
 QG0944  DESIGNATION -  K 105
 QG0944  PID         -  QG0944
 QG0944  STATE/COUNTY-  ME/SOMERSET
 QG0944  USGS QUAD   -  SEBOOMOOK LAKE EAST (1989)
 QG0944
 QG0944                         *CURRENT SURVEY CONTROL
 QG0944  ___________________________________________________________________
 QG0944* NAD 83(1986)-  45 59 11.     (N)    069 45 56.     (W)     SCALED    
 QG0944* NAVD 88     -       374.629  (meters)    1229.10   (feet)  ADJUSTED  
 QG0944  ___________________________________________________________________
 QG0944  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 QG0944  DYNAMIC HT  -         374.624 (meters)    1229.08  (feet)  COMP
 QG0944  MODELED GRAV-     980,592.2   (mgal)                       NAVD 88
 QG0944
 QG0944  VERT ORDER  -  SECOND    CLASS 0
 QG0944
 QG0944.The horizontal coordinates were scaled from a topographic map and have
 QG0944.an estimated accuracy of +/- 6 seconds.
 QG0944
 QG0944.The orthometric height was determined by differential leveling
 QG0944.and adjusted by the National Geodetic Survey in June 1991..
 QG0944
 QG0944.The geoid height was determined by GEOID03.
 QG0944
 QG0944.The dynamic height is computed by dividing the NAVD 88
 QG0944.geopotential number by the normal gravity value computed on the
 QG0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0944.degrees latitude (g = 980.6199 gals.).
 QG0944
 QG0944.The modeled gravity was interpolated from observed gravity values.
 QG0944
 QG0944;                    North         East    Units  Estimated Accuracy
 QG0944;SPC ME W     -   350,440.      931,080.      MT  (+/- 180 meters Scaled)
 QG0944
 QG0944                          SUPERSEDED SURVEY CONTROL
 QG0944
 QG0944  NGVD 29 (??/??/92)  374.788  (m)         1229.62   (f) ADJ UNCH    2 0
 QG0944
 QG0944.Superseded values are not recommended for survey control.
 QG0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0944.See file dsdata.txt to determine how the superseded data were derived.
 QG0944
 QG0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL407928(NAD 83)
 QG0944_MARKER: DB = BENCH MARK DISK
 QG0944_SETTING: 80 = SET IN A BOULDER
 QG0944_SP_SET: BOULDER
 QG0944_STAMPING: K 105 1953
 QG0944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0944+STABILITY: SURFACE MOTION
 QG0944
 QG0944  HISTORY     - Date     Condition        Report By
 QG0944  HISTORY     - 1953     MONUMENTED       CGS
 QG0944  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QG0944
 QG0944                          STATION DESCRIPTION
 QG0944
 QG0944'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0944'6.4 MI N FROM SEBOOMOOK DAM.
 QG0944'6.4 MILES NORTHWEST AND NORTH ALONG A GRAVEL ROAD LEADING
 QG0944'TO CAUCOMGOMOC LAKE FROM SEBOOMOOK DAM, ABOUT 0.15 MILE SOUTHWEST
 QG0944'AND UPHILL FROM A BRIDGE OVER A SMALL STREAM, SET IN THE TOP
 QG0944'OF A BOULDER WITH EXPOSED SURFACE ABOUT 2 1/2 BY 3 FEET, 24
 QG0944'FEET SOUTHEAST OF CENTER LINE OF ROAD, 138 FEET NORTHEAST OF
 QG0944'CENTER OF JUNCTION OF A DIM ROAD LEADING NORTH, 31 FEET
 QG0944'WEST-SOUTHWEST OF A TRIANGULAR BLAZED 10-INCH BEECH TREE, 12
 QG0944'FEET NORTHEAST OF A TELEPHONE POLE AND ABOUT 2 FEET BELOW
 QG0944'LEVEL OF ROAD.
 QG0944
 QG0944                          STATION RECOVERY (1985)
 QG0944
 QG0944'RECOVERY NOTE BY US POWER SQUADRON 1985 (JHS)
 QG0944'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0917 ***********************************************************************
 QG0917  DESIGNATION -  K 106
 QG0917  PID         -  QG0917
 QG0917  STATE/COUNTY-  ME/PISCATAQUIS
 QG0917  USGS QUAD   -  PENOBSCOT FARM (1989)
 QG0917
 QG0917                         *CURRENT SURVEY CONTROL
 QG0917  ___________________________________________________________________
 QG0917* NAD 83(1986)-  45 52 56.     (N)    069 37 09.     (W)     SCALED    
 QG0917* NAVD 88     -       332.430  (meters)    1090.65   (feet)  ADJUSTED  
 QG0917  ___________________________________________________________________
 QG0917  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 QG0917  DYNAMIC HT  -         332.428 (meters)    1090.64  (feet)  COMP
 QG0917  MODELED GRAV-     980,598.2   (mgal)                       NAVD 88
 QG0917
 QG0917  VERT ORDER  -  SECOND    CLASS 0
 QG0917
 QG0917.The horizontal coordinates were scaled from a topographic map and have
 QG0917.an estimated accuracy of +/- 6 seconds.
 QG0917
 QG0917.The orthometric height was determined by differential leveling
 QG0917.and adjusted by the National Geodetic Survey in June 1991..
 QG0917
 QG0917.The geoid height was determined by GEOID03.
 QG0917
 QG0917.The dynamic height is computed by dividing the NAVD 88
 QG0917.geopotential number by the normal gravity value computed on the
 QG0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0917.degrees latitude (g = 980.6199 gals.).
 QG0917
 QG0917.The modeled gravity was interpolated from observed gravity values.
 QG0917
 QG0917;                    North         East    Units  Estimated Accuracy
 QG0917;SPC ME E     -   246,790.      213,130.      MT  (+/- 180 meters Scaled)
 QG0917
 QG0917                          SUPERSEDED SURVEY CONTROL
 QG0917
 QG0917  NGVD 29 (??/??/92)  332.593  (m)         1091.18   (f) ADJ UNCH    2 0
 QG0917
 QG0917.Superseded values are not recommended for survey control.
 QG0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0917.See file dsdata.txt to determine how the superseded data were derived.
 QG0917
 QG0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL519811(NAD 83)
 QG0917_MARKER: DB = BENCH MARK DISK
 QG0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0917_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0917_STAMPING: K 106 1953
 QG0917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0917+STABILITY: SURFACE MOTION
 QG0917
 QG0917  HISTORY     - Date     Condition        Report By
 QG0917  HISTORY     - 1953     MONUMENTED       CGS
 QG0917
 QG0917                          STATION DESCRIPTION
 QG0917
 QG0917'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0917'1.1 MI NE FROM NORTHEAST CARRY.
 QG0917'1.1 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE INN AT NORTHEAST
 QG0917'CARRY, ABOUT 0.45 MILE SOUTHWEST OF JUNCTION OF A ROAD NORTHWEST
 QG0917'TO SEBOOMOOK DAM, ABOUT 0.35 MILE NORTHEAST OF JUNCTION OF A
 QG0917'ROAD SOUTHEAST, AT THE NORTH CORNER OF A CLEARING ON SOUTHEAST
 QG0917'SIDE OF ROAD, 25 FEET SOUTHEAST OF CENTER LINE OF ROAD, 18 1/2
 QG0917'FEET WEST OF A 14-INCH BIRCH TREE, 9 1/2 FEET EAST OF A TELEPHONE
 QG0917'POLE, 4 1/2 FEET NORTH OF A TELEPHONE POLE GUY WIRE ANCHOR, 2 1/2
 QG0917'FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 1/2 FEET ABOVE
 QG0917'LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 QG0917'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0279 ***********************************************************************
 RF0279  DESIGNATION -  K 107
 RF0279  PID         -  RF0279
 RF0279  STATE/COUNTY-  ME/PISCATAQUIS
 RF0279  USGS QUAD   -  CAUCOMGOMOC LAKE WEST (1989)
 RF0279
 RF0279                         *CURRENT SURVEY CONTROL
 RF0279  ___________________________________________________________________
 RF0279* NAD 83(1986)-  46 13 40.     (N)    069 41 08.     (W)     SCALED    
 RF0279* NAVD 88     -       337.425  (meters)    1107.04   (feet)  ADJUSTED  
 RF0279  ___________________________________________________________________
 RF0279  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 RF0279  DYNAMIC HT  -         337.438 (meters)    1107.08  (feet)  COMP
 RF0279  MODELED GRAV-     980,641.4   (mgal)                       NAVD 88
 RF0279
 RF0279  VERT ORDER  -  SECOND    CLASS 0
 RF0279
 RF0279.The horizontal coordinates were scaled from a topographic map and have
 RF0279.an estimated accuracy of +/- 6 seconds.
 RF0279
 RF0279.The orthometric height was determined by differential leveling
 RF0279.and adjusted by the National Geodetic Survey in June 1991..
 RF0279
 RF0279.The geoid height was determined by GEOID03.
 RF0279
 RF0279.The dynamic height is computed by dividing the NAVD 88
 RF0279.geopotential number by the normal gravity value computed on the
 RF0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0279.degrees latitude (g = 980.6199 gals.).
 RF0279
 RF0279.The modeled gravity was interpolated from observed gravity values.
 RF0279
 RF0279;                    North         East    Units  Estimated Accuracy
 RF0279;SPC ME E     -   285,270.      208,550.      MT  (+/- 180 meters Scaled)
 RF0279
 RF0279                          SUPERSEDED SURVEY CONTROL
 RF0279
 RF0279  NGVD 29 (??/??/92)  337.598  (m)         1107.60   (f) ADJ UNCH    2 0
 RF0279
 RF0279.Superseded values are not recommended for survey control.
 RF0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0279.See file dsdata.txt to determine how the superseded data were derived.
 RF0279
 RF0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM471195(NAD 83)
 RF0279_MARKER: DB = BENCH MARK DISK
 RF0279_SETTING: 66 = SET IN ROCK OUTCROP
 RF0279_SP_SET: ROCK LEDGE
 RF0279_STAMPING: K 107 1953
 RF0279_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0279+STABILITY: POSITION/ELEVATION WELL
 RF0279
 RF0279  HISTORY     - Date     Condition        Report By
 RF0279  HISTORY     - 1953     MONUMENTED       CGS
 RF0279  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RF0279
 RF0279                          STATION DESCRIPTION
 RF0279
 RF0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0279'27.6 MI N FROM SEBOOMOOK DAM.
 RF0279'ABOUT 26.3 MILES NORTHWEST AND NORTH ALONG A GRAVEL ROAD LEADING
 RF0279'TO CAUCOMGOMOC LAKE FROM SEBOOMOOK DAM, THENCE ABOUT 1.35 MILES
 RF0279'NORTH ALONG A ROAD LEADING TO FRANCIS LAKE, ABOUT 0.25 MILE
 RF0279'NORTH OF A 12-FOOT WOODEN BRIDGE, SET VERTICALLY IN A 16 BY
 RF0279'3 1/2-FOOT ROCK LEDGE, 24 FEET WEST OF CENTER LINE OF ROAD,
 RF0279'174 FEET SOUTH OF WEST END OF AN 8-INCH METAL PIPE CULVERT, 38
 RF0279'FEET SOUTH OF A TRIANGULAR BLAZED 14-INCH MAPLE TREE, 9 FEET
 RF0279'NORTH OF SOUTH END OF LEDGE AND ABOUT 4 FEET ABOVE LEVEL OF ROAD.
 RF0279
 RF0279                          STATION RECOVERY (1985)
 RF0279
 RF0279'RECOVERY NOTE BY US POWER SQUADRON 1985 (LMT)
 RF0279'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0189 ***********************************************************************
 RF0189  DESIGNATION -  K 108
 RF0189  PID         -  RF0189
 RF0189  STATE/COUNTY-  ME/AROOSTOOK
 RF0189  USGS QUAD   -  MOOSELEUK LAKE (1985)
 RF0189
 RF0189                         *CURRENT SURVEY CONTROL
 RF0189  ___________________________________________________________________
 RF0189* NAD 83(1986)-  46 36 47.     (N)    068 53 33.     (W)     SCALED    
 RF0189* NAVD 88     -       357.750  (meters)    1173.72   (feet)  ADJUSTED  
 RF0189  ___________________________________________________________________
 RF0189  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 RF0189  DYNAMIC HT  -         357.772 (meters)    1173.79  (feet)  COMP
 RF0189  MODELED GRAV-     980,666.4   (mgal)                       NAVD 88
 RF0189
 RF0189  VERT ORDER  -  SECOND    CLASS 0
 RF0189
 RF0189.The horizontal coordinates were scaled from a topographic map and have
 RF0189.an estimated accuracy of +/- 6 seconds.
 RF0189
 RF0189.The orthometric height was determined by differential leveling
 RF0189.and adjusted by the National Geodetic Survey in June 1991..
 RF0189
 RF0189.The geoid height was determined by GEOID03.
 RF0189
 RF0189.The dynamic height is computed by dividing the NAVD 88
 RF0189.geopotential number by the normal gravity value computed on the
 RF0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0189.degrees latitude (g = 980.6199 gals.).
 RF0189
 RF0189.The modeled gravity was interpolated from observed gravity values.
 RF0189
 RF0189;                    North         East    Units  Estimated Accuracy
 RF0189;SPC ME E     -   327,490.      269,940.      MT  (+/- 180 meters Scaled)
 RF0189
 RF0189                          SUPERSEDED SURVEY CONTROL
 RF0189
 RF0189  NGVD 29 (??/??/92)  357.940  (m)         1174.34   (f) ADJ UNCH    2 0
 RF0189
 RF0189.Superseded values are not recommended for survey control.
 RF0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0189.See file dsdata.txt to determine how the superseded data were derived.
 RF0189
 RF0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM082621(NAD 83)
 RF0189_MARKER: DB = BENCH MARK DISK
 RF0189_SETTING: 80 = SET IN A BOULDER
 RF0189_SP_SET: BOULDER
 RF0189_STAMPING: K 108 1953
 RF0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0189+STABILITY: SURFACE MOTION
 RF0189
 RF0189  HISTORY     - Date     Condition        Report By
 RF0189  HISTORY     - 1953     MONUMENTED       CGS
 RF0189
 RF0189                          STATION DESCRIPTION
 RF0189
 RF0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0189'26.4 MI W FROM ASHLAND.
 RF0189'0.3 MILE WEST ALONG STATE HIGHWAY 11 FROM THE BANGOR AND
 RF0189'AROOSTOOK RAILROAD STATION AT ASHLAND, THENCE ABOUT 0.6 MILE
 RF0189'SOUTHWEST ALONG A BLACK TOP ROAD, THENCE ABOUT 25.5 MILES WEST
 RF0189'ALONG A PRIVATE GRAVEL ROAD, ABOUT 0.75 MILE WEST OF A BRIDGE
 RF0189'OVER TWENTYFIVE MILE BROOK, ABOUT 0.5 MILE EAST OF THE JUNCTION
 RF0189'OF A ROAD LEADING NORTHWEST TO PARADISS CAMP, 33 FEET SOUTH OF
 RF0189'CENTER LINE OF ROAD, 61 YARDS WEST OF THE TOP OF A GRADE, 32
 RF0189'YARDS EAST OF A BREAK IN GRADE, 25 YARDS WEST OF A LOG CULVERT,
 RF0189'IN THE TOP OF THE HIGHEST POINT OF A 2-FOOT HIGH 3 BY 7 FOOT
 RF0189'BOULDER, 18 FEET SOUTHEAST OF A TWIN 12-INCH MAPLE TREE AND
 RF0189'ABOUT 6 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0342 ***********************************************************************
 RF0342  DESIGNATION -  K 109
 RF0342  PID         -  RF0342
 RF0342  STATE/COUNTY-  ME/AROOSTOOK
 RF0342  USGS QUAD   -  NINEMILE BRIDGE (1986)
 RF0342
 RF0342                         *CURRENT SURVEY CONTROL
 RF0342  ___________________________________________________________________
 RF0342* NAD 83(1986)-  46 42 32.     (N)    069 44 49.     (W)     SCALED    
 RF0342* NAVD 88     -       305.175  (meters)    1001.23   (feet)  ADJUSTED  
 RF0342  ___________________________________________________________________
 RF0342  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 RF0342  DYNAMIC HT  -         305.188 (meters)    1001.27  (feet)  COMP
 RF0342  MODELED GRAV-     980,650.3   (mgal)                       NAVD 88
 RF0342
 RF0342  VERT ORDER  -  SECOND    CLASS 0
 RF0342
 RF0342.The horizontal coordinates were scaled from a topographic map and have
 RF0342.an estimated accuracy of +/- 6 seconds.
 RF0342
 RF0342.The orthometric height was determined by differential leveling
 RF0342.and adjusted by the National Geodetic Survey in June 1991..
 RF0342
 RF0342.The geoid height was determined by GEOID03.
 RF0342
 RF0342.The dynamic height is computed by dividing the NAVD 88
 RF0342.geopotential number by the normal gravity value computed on the
 RF0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0342.degrees latitude (g = 980.6199 gals.).
 RF0342
 RF0342.The modeled gravity was interpolated from observed gravity values.
 RF0342
 RF0342;                    North         East    Units  Estimated Accuracy
 RF0342;SPC ME E     -   338,820.      204,660.      MT  (+/- 180 meters Scaled)
 RF0342
 RF0342                          SUPERSEDED SURVEY CONTROL
 RF0342
 RF0342  NGVD 29 (??/??/92)  305.355  (m)         1001.82   (f) ADJ UNCH    2 0
 RF0342
 RF0342.Superseded values are not recommended for survey control.
 RF0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0342.See file dsdata.txt to determine how the superseded data were derived.
 RF0342
 RF0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM429730(NAD 83)
 RF0342_MARKER: DB = BENCH MARK DISK
 RF0342_SETTING: 80 = SET IN A BOULDER
 RF0342_SP_SET: BOULDER
 RF0342_STAMPING: K 109 1953
 RF0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0342+STABILITY: SURFACE MOTION
 RF0342
 RF0342  HISTORY     - Date     Condition        Report By
 RF0342  HISTORY     - 1953     MONUMENTED       CGS
 RF0342  HISTORY     - 1966     GOOD             NGS
 RF0342  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 RF0342
 RF0342                          STATION DESCRIPTION
 RF0342
 RF0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0342'12.8 MI E FROM LAC FRONTIERE.
 RF0342'ABOUT 12.8 MILES EAST ALONG A PRIVATE GRAVEL ROAD LEADING TO CLAYTON
 RF0342'LAKE FROM THE JUNCTION OF ROUTE 24 AT LAC FRONTIERE, ABOUT 1.65
 RF0342'MILES WEST OF BRIDGE OVER SAINT JOHN RIVER, ABOUT 50 YARDS EAST OF
 RF0342'THE EAST END OF A CURVE, ABOUT 85 YARDS EAST OF EAST EDGE OF A
 RF0342'SMALL CLEARING, IN THE TOP AND 1 FOOT NORTH OF SOUTH EDGE OF A
 RF0342'3 FOOT HIGH 10 BY 10 FOOT SLANTING AND SHALY BOULDER, 35 1/2 FEET
 RF0342'NORTH OF CENTER LINE OF ROAD AND ABOUT 1 FOOT ABOVE LEVEL OF ROAD.
 RF0342
 RF0342                          STATION RECOVERY (1966)
 RF0342
 RF0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 RF0342'RECOVERED IN GOOD CONDITION.
 RF0342
 RF0342                          STATION RECOVERY (1984)
 RF0342
 RF0342'RECOVERY NOTE BY US POWER SQUADRON 1984 (RR)
 RF0342'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0794 ***********************************************************************
 PE0794  DESIGNATION -  K 11
 PE0794  PID         -  PE0794
 PE0794  STATE/COUNTY-  ME/WALDO
 PE0794  USGS QUAD   -  BROOKS WEST (1982)
 PE0794
 PE0794                         *CURRENT SURVEY CONTROL
 PE0794  ___________________________________________________________________
 PE0794* NAD 83(1986)-  44 33 26.     (N)    069 13 55.     (W)     SCALED    
 PE0794* NAVD 88     -       119.243  (meters)     391.22   (feet)  ADJUSTED  
 PE0794  ___________________________________________________________________
 PE0794  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 PE0794  DYNAMIC HT  -         119.234 (meters)     391.19  (feet)  COMP
 PE0794  MODELED GRAV-     980,537.9   (mgal)                       NAVD 88
 PE0794
 PE0794  VERT ORDER  -  SECOND    CLASS 0
 PE0794
 PE0794.The horizontal coordinates were scaled from a topographic map and have
 PE0794.an estimated accuracy of +/- 6 seconds.
 PE0794
 PE0794.The orthometric height was determined by differential leveling
 PE0794.and adjusted by the National Geodetic Survey in June 1991..
 PE0794
 PE0794.The geoid height was determined by GEOID03.
 PE0794
 PE0794.The dynamic height is computed by dividing the NAVD 88
 PE0794.geopotential number by the normal gravity value computed on the
 PE0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0794.degrees latitude (g = 980.6199 gals.).
 PE0794
 PE0794.The modeled gravity was interpolated from observed gravity values.
 PE0794
 PE0794;                    North         East    Units  Estimated Accuracy
 PE0794;SPC ME E     -    99,200.      241,850.      MT  (+/- 180 meters Scaled)
 PE0794
 PE0794                          SUPERSEDED SURVEY CONTROL
 PE0794
 PE0794  NGVD 29 (??/??/92)  119.449  (m)          391.89   (f) ADJ UNCH    2 0
 PE0794
 PE0794.Superseded values are not recommended for survey control.
 PE0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0794.See file dsdata.txt to determine how the superseded data were derived.
 PE0794
 PE0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK815337(NAD 83)
 PE0794_MARKER: DD = SURVEY DISK
 PE0794_SETTING: 80 = SET IN A BOULDER
 PE0794_SP_SET: BOULDER
 PE0794_STAMPING: K 11 1923 392 FT ME
 PE0794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0794+STABILITY: SURFACE MOTION
 PE0794
 PE0794  HISTORY     - Date     Condition        Report By
 PE0794  HISTORY     - 1923     MONUMENTED       USGS
 PE0794  HISTORY     - 1935     GOOD             NGS
 PE0794
 PE0794                          STATION DESCRIPTION
 PE0794
 PE0794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PE0794'AT KNOX.
 PE0794'AT KNOX, WALDO COUNTY, ABOUT 350 YARDS NORTH OF THE BELFAST
 PE0794'AND MOOSEHEAD LAKE RAILROAD STATION, ABOUT 210 YARDS NORTH
 PE0794'OF THE CENTER OF A COUNTY-ROAD CROSSING, 26.2 FEET WEST OF THE
 PE0794'WEST RAIL OF THE MAIN TRACK, 4 FEET EAST OF THE RIGHT-OF-WAY
 PE0794'FENCE, IN THE TOP OF A LARGE BOULDER, ABOUT 3 FEET ABOVE GROUND,
 PE0794'AND ABOUT LEVEL WITH THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY
 PE0794'STANDARD DISK, STAMPED K 11 1923 392 FT ME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0330 ***********************************************************************
 RF0330  DESIGNATION -  K 110
 RF0330  PID         -  RF0330
 RF0330  STATE/COUNTY-  ME/AROOSTOOK
 RF0330  USGS QUAD   -  UGH LAKE (1986)
 RF0330
 RF0330                         *CURRENT SURVEY CONTROL
 RF0330  ___________________________________________________________________
 RF0330* NAD 83(1986)-  46 38 03.     (N)    069 35 19.     (W)     SCALED    
 RF0330* NAVD 88     -       386.765  (meters)    1268.91   (feet)  ADJUSTED  
 RF0330  ___________________________________________________________________
 RF0330  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 RF0330  DYNAMIC HT  -         386.779 (meters)    1268.96  (feet)  COMP
 RF0330  MODELED GRAV-     980,639.7   (mgal)                       NAVD 88
 RF0330
 RF0330  VERT ORDER  -  SECOND    CLASS 0
 RF0330
 RF0330.The horizontal coordinates were scaled from a topographic map and have
 RF0330.an estimated accuracy of +/- 6 seconds.
 RF0330
 RF0330.The orthometric height was determined by differential leveling
 RF0330.and adjusted by the National Geodetic Survey in June 1991..
 RF0330
 RF0330.The geoid height was determined by GEOID03.
 RF0330
 RF0330.The dynamic height is computed by dividing the NAVD 88
 RF0330.geopotential number by the normal gravity value computed on the
 RF0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0330.degrees latitude (g = 980.6199 gals.).
 RF0330
 RF0330.The modeled gravity was interpolated from observed gravity values.
 RF0330
 RF0330;                    North         East    Units  Estimated Accuracy
 RF0330;SPC ME E     -   330,340.      216,650.      MT  (+/- 180 meters Scaled)
 RF0330
 RF0330                          SUPERSEDED SURVEY CONTROL
 RF0330
 RF0330  NGVD 29 (??/??/92)  386.944  (m)         1269.50   (f) ADJ UNCH    2 0
 RF0330
 RF0330.Superseded values are not recommended for survey control.
 RF0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0330.See file dsdata.txt to determine how the superseded data were derived.
 RF0330
 RF0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM549646(NAD 83)
 RF0330_MARKER: DB = BENCH MARK DISK
 RF0330_SETTING: 80 = SET IN A BOULDER
 RF0330_SP_SET: BOULDER
 RF0330_STAMPING: K 110 1953
 RF0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0330+STABILITY: SURFACE MOTION
 RF0330
 RF0330  HISTORY     - Date     Condition        Report By
 RF0330  HISTORY     - 1953     MONUMENTED       CGS
 RF0330
 RF0330                          STATION DESCRIPTION
 RF0330
 RF0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0330'3.8 MI NW FROM CLAYTON LAKE.
 RF0330'ABOUT 3.75 MILES NORTHWEST ALONG A PRIVATE GRAVEL ROAD LEADING
 RF0330'TO LAC FRONTIERE FROM THE POST OFFICE AT CLAYTON LAKE, ABOUT
 RF0330'1.1 MILES SOUTHEAST OF A WOODEN BRIDGE OVER LITTLE GILBERT BROOK,
 RF0330'ABOUT 0.25 MILE SOUTHEAST OF A WOODEN MARKER POST MARKING LINE
 RF0330'BETWEEN TOWNSHIPS T 11 R 15 AND T 11 R 14, ON THE NORTHWEST
 RF0330'SLOPE OF A LONG HILL, ON NORTHWEST SIDE OF A SMALL RAVINE, IN
 RF0330'THE TOP OF A BOULDER PROJECTING ABOUT 1 1/2 FEET ABOVE GROUND,
 RF0330'42 FEET NORTHEAST OF CENTER LINE OF ROAD AND ABOUT 6 FEET ABOVE
 RF0330'LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0689 ***********************************************************************
 QG0689  DESIGNATION -  K 111
 QG0689  PID         -  QG0689
 QG0689  STATE/COUNTY-  ME/PISCATAQUIS
 QG0689  USGS QUAD   -  BIG SPENCER MTN (1988)
 QG0689
 QG0689                         *CURRENT SURVEY CONTROL
 QG0689  ___________________________________________________________________
 QG0689* NAD 83(1986)-  45 47 34.     (N)    069 23 04.     (W)     SCALED    
 QG0689* NAVD 88     -       403.862  (meters)    1325.00   (feet)  ADJUSTED  
 QG0689  ___________________________________________________________________
 QG0689  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 QG0689  DYNAMIC HT  -         403.855 (meters)    1324.98  (feet)  COMP
 QG0689  MODELED GRAV-     980,587.2   (mgal)                       NAVD 88
 QG0689
 QG0689  VERT ORDER  -  SECOND    CLASS 0
 QG0689
 QG0689.The horizontal coordinates were scaled from a topographic map and have
 QG0689.an estimated accuracy of +/- 6 seconds.
 QG0689
 QG0689.The orthometric height was determined by differential leveling
 QG0689.and adjusted by the National Geodetic Survey in June 1991..
 QG0689
 QG0689.The geoid height was determined by GEOID03.
 QG0689
 QG0689.The dynamic height is computed by dividing the NAVD 88
 QG0689.geopotential number by the normal gravity value computed on the
 QG0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0689.degrees latitude (g = 980.6199 gals.).
 QG0689
 QG0689.The modeled gravity was interpolated from observed gravity values.
 QG0689
 QG0689;                    North         East    Units  Estimated Accuracy
 QG0689;SPC ME E     -   236,620.      231,240.      MT  (+/- 180 meters Scaled)
 QG0689
 QG0689                          SUPERSEDED SURVEY CONTROL
 QG0689
 QG0689  NGVD 29 (??/??/92)  404.020  (m)         1325.52   (f) ADJ UNCH    2 0
 QG0689
 QG0689.Superseded values are not recommended for survey control.
 QG0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0689.See file dsdata.txt to determine how the superseded data were derived.
 QG0689
 QG0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL701710(NAD 83)
 QG0689_MARKER: DB = BENCH MARK DISK
 QG0689_SETTING: 66 = SET IN ROCK OUTCROP
 QG0689_SP_SET: ROCK CUT
 QG0689_STAMPING: K 111 1953
 QG0689_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0689+STABILITY: POSITION/ELEVATION WELL
 QG0689
 QG0689  HISTORY     - Date     Condition        Report By
 QG0689  HISTORY     - 1953     MONUMENTED       CGS
 QG0689  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 QG0689
 QG0689                          STATION DESCRIPTION
 QG0689
 QG0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0689'11.7 MI NE FROM KOKADJO.
 QG0689'8.2 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 QG0689'KOKADJO, THENCE ABOUT 3.5 MILES NORTHWEST ALONG A PRIVATE
 QG0689'GRAVEL ROAD, ON THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING
 QG0689'NORTHWEST AND SOUTH, AT THE TOP OF A HILL, IN THE TOP OF THE
 QG0689'NORTHEAST EDGE OF A LARGE MOSS COVERED MASS OF ROCK, 27 FEET
 QG0689'NORTHEAST OF CENTER LINE OF ROAD, 2 FEET SOUTHWEST OF NORTHEAST
 QG0689'END OF ROCK, ABOUT 30 FEET SOUTHEAST OF NORTHWEST EDGE OF ROCK
 QG0689'AND ABOUT 6 FEET ABOVE LEVEL OF ROAD.
 QG0689
 QG0689                          STATION RECOVERY (1984)
 QG0689
 QG0689'RECOVERY NOTE BY US POWER SQUADRON 1984 (RPS)
 QG0689'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0323 ***********************************************************************
 RF0323  DESIGNATION -  K 112
 RF0323  PID         -  RF0323
 RF0323  STATE/COUNTY-  ME/SOMERSET
 RF0323  USGS QUAD   -  BAKER LAKE (1989)
 RF0323
 RF0323                         *CURRENT SURVEY CONTROL
 RF0323  ___________________________________________________________________
 RF0323* NAD 83(1986)-  46 17 34.     (N)    069 57 00.     (W)     SCALED    
 RF0323* NAVD 88     -       379.883  (meters)    1246.33   (feet)  ADJUSTED  
 RF0323  ___________________________________________________________________
 RF0323  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 RF0323  DYNAMIC HT  -         379.880 (meters)    1246.32  (feet)  COMP
 RF0323  MODELED GRAV-     980,594.3   (mgal)                       NAVD 88
 RF0323
 RF0323  VERT ORDER  -  SECOND    CLASS 0
 RF0323
 RF0323.The horizontal coordinates were scaled from a topographic map and have
 RF0323.an estimated accuracy of +/- 6 seconds.
 RF0323
 RF0323.The orthometric height was determined by differential leveling
 RF0323.and adjusted by the National Geodetic Survey in June 1991..
 RF0323
 RF0323.The geoid height was determined by GEOID03.
 RF0323
 RF0323.The dynamic height is computed by dividing the NAVD 88
 RF0323.geopotential number by the normal gravity value computed on the
 RF0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0323.degrees latitude (g = 980.6199 gals.).
 RF0323
 RF0323.The modeled gravity was interpolated from observed gravity values.
 RF0323
 RF0323;                    North         East    Units  Estimated Accuracy
 RF0323;SPC ME W     -   384,440.      916,690.      MT  (+/- 180 meters Scaled)
 RF0323
 RF0323                          SUPERSEDED SURVEY CONTROL
 RF0323
 RF0323  NGVD 29 (??/??/92)  380.039  (m)         1246.84   (f) ADJ UNCH    2 0
 RF0323
 RF0323.Superseded values are not recommended for survey control.
 RF0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0323.See file dsdata.txt to determine how the superseded data were derived.
 RF0323
 RF0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM268270(NAD 83)
 RF0323_MARKER: DB = BENCH MARK DISK
 RF0323_SETTING: 80 = SET IN A BOULDER
 RF0323_SP_SET: BOULDER
 RF0323_STAMPING: K 112 1953
 RF0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0323+STABILITY: SURFACE MOTION
 RF0323
 RF0323  HISTORY     - Date     Condition        Report By
 RF0323  HISTORY     - 1953     MONUMENTED       CGS
 RF0323  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RF0323
 RF0323                          STATION DESCRIPTION
 RF0323
 RF0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0323'24.6 MI NE FROM STE AURELIE.
 RF0323'ABOUT 24.65 MILES NORTHEAST AND EAST ALONG A GRAVEL ROAD LEADING
 RF0323'TO FRANCIS LAKE FROM THE CHURCH AT STE AURELIE, ABOUT 0.65
 RF0323'MILE EAST OF JUNCTION OF A ROAD LEADING NORTH TO A GRAVEL PIT,
 RF0323'IN THE TOP OF AN 8 BY 6-FOOT GRANITE BOULDER, 34 1/2 FEET
 RF0323'SOUTH OF CENTER LINE OF ROAD, 94 FEET SOUTHWEST AND ACROSS
 RF0323'ROAD FROM A TRIANGULAR BLAZED 10-INCH CEDAR TREE, 46 FEET
 RF0323'WEST OF A TRIANGULAR BLAZED 9-INCH CEDAR TREE AND ABOUT 3 FEET
 RF0323'ABOVE LEVEL OF ROAD.
 RF0323
 RF0323                          STATION RECOVERY (1985)
 RF0323
 RF0323'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLM)
 RF0323'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0455 ***********************************************************************
 PE0455  DESIGNATION -  K 113
 PE0455  PID         -  PE0455
 PE0455  STATE/COUNTY-  ME/PENOBSCOT
 PE0455  USGS QUAD   -  HERMON (1978)
 PE0455
 PE0455                         *CURRENT SURVEY CONTROL
 PE0455  ___________________________________________________________________
 PE0455* NAD 83(1986)-  44 47 17.     (N)    068 58 19.     (W)     SCALED    
 PE0455* NAVD 88     -        51.421  (meters)     168.70   (feet)  ADJUSTED  
 PE0455  ___________________________________________________________________
 PE0455  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 PE0455  DYNAMIC HT  -          51.418 (meters)     168.69  (feet)  COMP
 PE0455  MODELED GRAV-     980,574.5   (mgal)                       NAVD 88
 PE0455  OBS GRAVITY -     980,573.7   (mgal)                       GRAV_OBS
 PE0455
 PE0455  VERT ORDER  -  FIRST     CLASS I
 PE0455
 PE0455.The horizontal coordinates were scaled from a topographic map and have
 PE0455.an estimated accuracy of +/- 6 seconds.
 PE0455
 PE0455.The orthometric height was determined by differential leveling
 PE0455.and adjusted by the National Geodetic Survey in June 1991..
 PE0455
 PE0455.The geoid height was determined by GEOID03.
 PE0455
 PE0455.The dynamic height is computed by dividing the NAVD 88
 PE0455.geopotential number by the normal gravity value computed on the
 PE0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0455.degrees latitude (g = 980.6199 gals.).
 PE0455
 PE0455.The modeled gravity was interpolated from observed gravity values.
 PE0455.The observed gravity was obtained from relative gravimeter ties
 PE0455.to the IGSN71 gravity network.
 PE0455
 PE0455;                    North         East    Units  Estimated Accuracy
 PE0455;SPC ME E     -   124,700.      262,660.      MT  (+/- 180 meters Scaled)
 PE0455
 PE0455                          SUPERSEDED SURVEY CONTROL
 PE0455
 PE0455  NGVD 29 (??/??/92)   51.637  (m)          169.41   (f) ADJ UNCH    1 1
 PE0455
 PE0455.Superseded values are not recommended for survey control.
 PE0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0455.See file dsdata.txt to determine how the superseded data were derived.
 PE0455
 PE0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK022594(NAD 83)
 PE0455_MARKER: DB = BENCH MARK DISK
 PE0455_SETTING: 66 = SET IN ROCK OUTCROP
 PE0455_SP_SET: ROCK CUT
 PE0455_STAMPING: K 113 1953
 PE0455_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0455+STABILITY: POSITION/ELEVATION WELL
 PE0455
 PE0455  HISTORY     - Date     Condition        Report By
 PE0455  HISTORY     - 1953     MONUMENTED       CGS
 PE0455  HISTORY     - 1966     GOOD             NGS
 PE0455  HISTORY     - 1978     GOOD             DOD
 PE0455  HISTORY     - 1985     GOOD             USPSQD
 PE0455
 PE0455                          STATION DESCRIPTION
 PE0455
 PE0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0455'3.6 MI E FROM CARMEL.
 PE0455'3.6 MILES EAST ALONG THE MAINE CENTRAL RAILROAD FROM THE OVERPASS
 PE0455'CROSSING OF U.S. HIGHWAY 2 AT CARMEL, ABOUT 0.2 MILE EAST OF
 PE0455'MILEPOST P125/V126, IN THE TOP OF A FLAT ROCK LEDGE NEAR THE
 PE0455'TOP OF A ROCK CUT THAT IS ABOUT 125 YARDS LONG BY 10 FEET HIGH,
 PE0455'14.5 FEET SOUTH OF THE SUTH RAIL, 3 1/2 FEET ABOVE THE TOP OF
 PE0455'A TRIANGULAR CUT IN THE ROCK, AND ABOUT 5 1/2 FEET ABOVE THE
 PE0455'LEVEL OF THE TRACK.
 PE0455
 PE0455                          STATION RECOVERY (1978)
 PE0455
 PE0455'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE0455'RECOVERED IN GOOD CONDITION.
 PE0455
 PE0455                          STATION RECOVERY (1985)
 PE0455
 PE0455'RECOVERY NOTE BY US POWER SQUADRON 1985
 PE0455'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0325 ***********************************************************************
 QG0325  DESIGNATION -  K 114
 QG0325  PID         -  QG0325
 QG0325  STATE/COUNTY-  ME/PISCATAQUIS
 QG0325  USGS QUAD   -  MILO NORTH (1988)
 QG0325
 QG0325                         *CURRENT SURVEY CONTROL
 QG0325  ___________________________________________________________________
 QG0325* NAD 83(1986)-  45 16 28.     (N)    068 59 52.     (W)     SCALED    
 QG0325* NAVD 88     -       105.280  (meters)     345.41   (feet)  POSTED    
 QG0325  ___________________________________________________________________
 QG0325  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 QG0325  DYNAMIC HT  -         105.280 (meters)     345.41  (feet)  COMP
 QG0325  MODELED GRAV-     980,596.4   (mgal)                       NAVD 88
 QG0325
 QG0325  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QG0325
 QG0325.The horizontal coordinates were scaled from a topographic map and have
 QG0325.an estimated accuracy of +/- 6 seconds.
 QG0325
 QG0325.The orthometric height was determined by differential leveling
 QG0325.and adjusted by the National Geodetic Survey in 1992..
 QG0325.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QG0325.rate of 0.0 thru 1.0 mm/km.
 QG0325
 QG0325.The geoid height was determined by GEOID03.
 QG0325
 QG0325.The dynamic height is computed by dividing the NAVD 88
 QG0325.geopotential number by the normal gravity value computed on the
 QG0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0325.degrees latitude (g = 980.6199 gals.).
 QG0325
 QG0325.The modeled gravity was interpolated from observed gravity values.
 QG0325
 QG0325;                    North         East    Units  Estimated Accuracy
 QG0325;SPC ME E     -   178,760.      260,940.      MT  (+/- 180 meters Scaled)
 QG0325
 QG0325                          SUPERSEDED SURVEY CONTROL
 QG0325
 QG0325  NGVD 29 (??/??/92)  105.458  (m)          345.99   (f) ADJ UNCH    1 2
 QG0325
 QG0325.Superseded values are not recommended for survey control.
 QG0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0325.See file dsdata.txt to determine how the superseded data were derived.
 QG0325
 QG0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL001134(NAD 83)
 QG0325_MARKER: DB = BENCH MARK DISK
 QG0325_SETTING: 80 = SET IN A BOULDER
 QG0325_SP_SET: BOULDER
 QG0325_STAMPING: K 114 1953
 QG0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0325+STABILITY: SURFACE MOTION
 QG0325
 QG0325  HISTORY     - Date     Condition        Report By
 QG0325  HISTORY     - 1953     MONUMENTED       CGS
 QG0325
 QG0325                          STATION DESCRIPTION
 QG0325
 QG0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0325'1.8 MI NW FROM MILO.
 QG0325'1.85 MILES NORTHWEST ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 QG0325'THE STATION AT MILO, ABOUT 0.1 MILE NORTHWEST OF CROSSING OF A
 QG0325'GRAVEL ROAD LEADING TO CITY DUMP, ABOUT 60 YARDS NORTHWEST OF
 QG0325'MILE POST 69, ABOUT 66 YARDS SOUTHEAST OF A FIELD ROAD CROSSING,
 QG0325'IN THE TOP AND 5 FEET WEST OF THE EAST END OF A BURIED BOULDER
 QG0325'ABOUT FLUSH WITH GROUND, 28 FEET EAST-NORTHEAST OF EAST-NORTHEAST
 QG0325'RAIL, 2.7 FEET SOUTHWEST OF A FENCE LINE, AND ABOUT LEVEL WITH
 QG0325'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0073 ***********************************************************************
 QF0073  DESIGNATION -  K 115
 QF0073  PID         -  QF0073
 QF0073  STATE/COUNTY-  ME/WASHINGTON
 QF0073  USGS QUAD   -  MEDDYBEMPS LAKE EAST (1987)
 QF0073
 QF0073                         *CURRENT SURVEY CONTROL
 QF0073  ___________________________________________________________________
 QF0073* NAD 83(1986)-  45 00 45.     (N)    067 17 12.     (W)     SCALED    
 QF0073* NAVD 88     -        50.492  (meters)     165.66   (feet)  ADJUSTED  
 QF0073  ___________________________________________________________________
 QF0073  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 QF0073  DYNAMIC HT  -          50.491 (meters)     165.65  (feet)  COMP
 QF0073  MODELED GRAV-     980,594.0   (mgal)                       NAVD 88
 QF0073
 QF0073  VERT ORDER  -  FIRST     CLASS II
 QF0073
 QF0073.The horizontal coordinates were scaled from a topographic map and have
 QF0073.an estimated accuracy of +/- 6 seconds.
 QF0073
 QF0073.The orthometric height was determined by differential leveling
 QF0073.and adjusted by the National Geodetic Survey in June 1991..
 QF0073
 QF0073.The geoid height was determined by GEOID03.
 QF0073
 QF0073.The dynamic height is computed by dividing the NAVD 88
 QF0073.geopotential number by the normal gravity value computed on the
 QF0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0073.degrees latitude (g = 980.6199 gals.).
 QF0073
 QF0073.The modeled gravity was interpolated from observed gravity values.
 QF0073
 QF0073;                    North         East    Units  Estimated Accuracy
 QF0073;SPC ME E     -   150,250.      395,640.      MT  (+/- 180 meters Scaled)
 QF0073
 QF0073                          SUPERSEDED SURVEY CONTROL
 QF0073
 QF0073  NGVD 29 (??/??/92)   50.697  (m)          166.33   (f) ADJ UNCH    1 2
 QF0073
 QF0073.Superseded values are not recommended for survey control.
 QF0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0073.See file dsdata.txt to determine how the superseded data were derived.
 QF0073
 QF0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK350857(NAD 83)
 QF0073_MARKER: DB = BENCH MARK DISK
 QF0073_SETTING: 66 = SET IN ROCK OUTCROP
 QF0073_SP_SET: ROCK OUTCROP
 QF0073_STAMPING: K 115 1953
 QF0073_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0073+STABILITY: POSITION/ELEVATION WELL
 QF0073
 QF0073  HISTORY     - Date     Condition        Report By
 QF0073  HISTORY     - 1953     MONUMENTED       CGS
 QF0073
 QF0073                          STATION DESCRIPTION
 QF0073
 QF0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QF0073'0.7 MI NW FROM BLANCHARD CORNER.
 QF0073'0.7 MILE NORTHWEST ALONG STATE HIGHWAY 214 FROM THE CROSSROAD
 QF0073'AT BLANCHARD CORNER, IN THE TOP OF A GRANITE OUTCROP WITH 6 BY 8
 QF0073'FOOT EXPOSED SURFACE AND PROJECTING ABOUT 3 FEET, 50 FEET NORTHEAST
 QF0073'OF CENTER LINE OF HIGHWAY, 204 FEET SOUTHEAST OF CENTER LINE OF
 QF0073'A NARROW GRAVEL ROAD LEADING NORTHEAST, 71 FEET WEST OF WEST
 QF0073'CORNER OF A SMALL TWO-STORY UNPAINTED FRAME HOUSE, 92 FEET NORTH
 QF0073'AND ACROSS HIGHWAY FROM TELEPHONE POLE NO. 102 AND ABOUT 4 1/2
 QF0073'FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0312 ***********************************************************************
 RF0312  DESIGNATION -  K 116
 RF0312  PID         -  RF0312
 RF0312  STATE/COUNTY-  ME/SOMERSET
 RF0312  USGS QUAD   -  BAKER LAKE NW (1989)
 RF0312
 RF0312                         *CURRENT SURVEY CONTROL
 RF0312  ___________________________________________________________________
 RF0312* NAD 83(1986)-  46 23 21.     (N)    069 56 50.     (W)     SCALED    
 RF0312* NAVD 88     -       371.996  (meters)    1220.46   (feet)  ADJUSTED  
 RF0312  ___________________________________________________________________
 RF0312  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 RF0312  DYNAMIC HT  -         371.997 (meters)    1220.46  (feet)  COMP
 RF0312  MODELED GRAV-     980,606.5   (mgal)                       NAVD 88
 RF0312
 RF0312  VERT ORDER  -  SECOND    CLASS 0
 RF0312
 RF0312.The horizontal coordinates were scaled from a topographic map and have
 RF0312.an estimated accuracy of +/- 6 seconds.
 RF0312
 RF0312.The orthometric height was determined by differential leveling
 RF0312.and adjusted by the National Geodetic Survey in June 1991..
 RF0312
 RF0312.The geoid height was determined by GEOID03.
 RF0312
 RF0312.The dynamic height is computed by dividing the NAVD 88
 RF0312.geopotential number by the normal gravity value computed on the
 RF0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0312.degrees latitude (g = 980.6199 gals.).
 RF0312
 RF0312.The modeled gravity was interpolated from observed gravity values.
 RF0312
 RF0312;                    North         East    Units  Estimated Accuracy
 RF0312;SPC ME W     -   395,150.      916,880.      MT  (+/- 180 meters Scaled)
 RF0312
 RF0312                          SUPERSEDED SURVEY CONTROL
 RF0312
 RF0312  NGVD 29 (??/??/92)  372.159  (m)         1220.99   (f) ADJ UNCH    2 0
 RF0312
 RF0312.Superseded values are not recommended for survey control.
 RF0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0312.See file dsdata.txt to determine how the superseded data were derived.
 RF0312
 RF0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM271377(NAD 83)
 RF0312_MARKER: DB = BENCH MARK DISK
 RF0312_SETTING: 80 = SET IN A BOULDER
 RF0312_SP_SET: BOULDER
 RF0312_STAMPING: K 116 1953
 RF0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0312+STABILITY: SURFACE MOTION
 RF0312
 RF0312  HISTORY     - Date     Condition        Report By
 RF0312  HISTORY     - 1953     MONUMENTED       CGS
 RF0312
 RF0312                          STATION DESCRIPTION
 RF0312
 RF0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0312'16.2 MI SE FROM STE CAMILLE.
 RF0312'ABOUT 13.1 MILES SOUTHEAST ALONG A ROAD FROM THE CROSSING OF THE
 RF0312'QUEBEC CENTRAL RAILWAY AND STATION AT STE CAMILLE, THENCE ABOUT
 RF0312'3.05 MILES EAST ALONG A JEEP TRAIL FOLLOWING A TELEPHONE LINE,
 RF0312'ABOUT 0.85 MILE WEST OF JUNCTION OF TELEPHONE LINES, 40 FEET
 RF0312'SOUTH OF CENTER LINE OF TRAIL, 34 FEET SOUTH OF A TRIANGULAR BLAZED
 RF0312'12-INCH BIRCH TREE, 48 FEET SOUTH-SOUTHWEST AND ACROSS ROAD FROM A
 RF0312'TRIANGULAR BLAZED 10-INCH MAPLE TREE, 48 FEET SOUTH-SOUTHWEST AND
 RF0312'ACROSS ROAD FROM A TRIANGULAR BLAZED 10-INCH MAPLE TREE, IN TOP
 RF0312'OF A 10 BY 6-FOOT BOULDER PROJECTING ABOUT 2 FEET ABOVE GROUND,
 RF0312'4 FEET NORTHWEST OF SOUTHEAST POINT OF BOULDER AND ABOUT 2 FEET
 RF0312'ABOVE LEVEL OF TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0322 ***********************************************************************
 QG0322  DESIGNATION -  K 118
 QG0322  PID         -  QG0322
 QG0322  STATE/COUNTY-  ME/PISCATAQUIS
 QG0322  USGS QUAD   -  SEBOEIS LAKE (1988)
 QG0322
 QG0322                         *CURRENT SURVEY CONTROL
 QG0322  ___________________________________________________________________
 QG0322* NAD 83(1986)-  45 26 17.     (N)    068 57 31.     (W)     SCALED    
 QG0322* NAVD 88     -       147.941  (meters)     485.37   (feet)  ADJUSTED  
 QG0322  ___________________________________________________________________
 QG0322  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 QG0322  DYNAMIC HT  -         147.940 (meters)     485.37  (feet)  COMP
 QG0322  MODELED GRAV-     980,608.0   (mgal)                       NAVD 88
 QG0322
 QG0322  VERT ORDER  -  SECOND    CLASS 0
 QG0322
 QG0322.The horizontal coordinates were scaled from a topographic map and have
 QG0322.an estimated accuracy of +/- 6 seconds.
 QG0322
 QG0322.The orthometric height was determined by differential leveling
 QG0322.and adjusted by the National Geodetic Survey in June 1991..
 QG0322
 QG0322.The geoid height was determined by GEOID03.
 QG0322
 QG0322.The dynamic height is computed by dividing the NAVD 88
 QG0322.geopotential number by the normal gravity value computed on the
 QG0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0322.degrees latitude (g = 980.6199 gals.).
 QG0322
 QG0322.The modeled gravity was interpolated from observed gravity values.
 QG0322
 QG0322;                    North         East    Units  Estimated Accuracy
 QG0322;SPC ME E     -   196,930.      264,120.      MT  (+/- 180 meters Scaled)
 QG0322
 QG0322                          SUPERSEDED SURVEY CONTROL
 QG0322
 QG0322  NGVD 29 (??/??/92)  148.117  (m)          485.95   (f) ADJ UNCH    2 0
 QG0322
 QG0322.Superseded values are not recommended for survey control.
 QG0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0322.See file dsdata.txt to determine how the superseded data were derived.
 QG0322
 QG0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL032316(NAD 83)
 QG0322_MARKER: DB = BENCH MARK DISK
 QG0322_SETTING: 80 = SET IN A BOULDER
 QG0322_SP_SET: BOULDER
 QG0322_STAMPING: K 118 1953
 QG0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0322+STABILITY: SURFACE MOTION
 QG0322
 QG0322  HISTORY     - Date     Condition        Report By
 QG0322  HISTORY     - 1953     MONUMENTED       CGS
 QG0322
 QG0322                          STATION DESCRIPTION
 QG0322
 QG0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0322'AT SCHOODIC.
 QG0322'AT SCHOODIC, ABOUT 0.25 MILE NORTH ALONG THE BANGOR AND AROOSTOOK
 QG0322'RAILROAD FROM THE STATION, ABOUT 0.25 MILE SOUTH OF A ROAD
 QG0322'CROSSING, 77 YARDS NORTH OF 4-FOOT PIPE CULVERT NO. 82-75, 70
 QG0322'YARDS SOUTH OF A SWITCH STAND AT NORTH END OF SCHOODIC SIDING,
 QG0322'ABOUT 0.2 MILE SOUTH OF MILE POST 83, 36 1/2 FEET EAST OF EAST
 QG0322'RAIL OF SIDE TRACK, 49 1/2 FEET EAST OF EAST RAIL OF MAIN TRACK,
 QG0322'5 FEET SOUTH OF CENTER OF A TRAIL LEADING EAST TO A CABIN, IN
 QG0322'THE TOP OF A BOULDER AND ABOUT 4 1/2 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0292 ***********************************************************************
 PE0292  DESIGNATION -  K 12
 PE0292  PID         -  PE0292
 PE0292  STATE/COUNTY-  ME/HANCOCK
 PE0292  USGS QUAD   -  SOUTHWEST HARBOR (1983)
 PE0292
 PE0292                         *CURRENT SURVEY CONTROL
 PE0292  ___________________________________________________________________
 PE0292* NAD 83(1986)-  44 18 49.     (N)    068 19 59.     (W)     SCALED    
 PE0292* NAVD 88     -        58.975  (meters)     193.49   (feet)  ADJUSTED  
 PE0292  ___________________________________________________________________
 PE0292  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 PE0292  DYNAMIC HT  -          58.972 (meters)     193.48  (feet)  COMP
 PE0292  MODELED GRAV-     980,561.8   (mgal)                       NAVD 88
 PE0292
 PE0292  VERT ORDER  -  SECOND    CLASS 0
 PE0292
 PE0292.The horizontal coordinates were scaled from a topographic map and have
 PE0292.an estimated accuracy of +/- 6 seconds.
 PE0292
 PE0292.The orthometric height was determined by differential leveling
 PE0292.and adjusted by the National Geodetic Survey in June 1991..
 PE0292
 PE0292.The geoid height was determined by GEOID03.
 PE0292
 PE0292.The dynamic height is computed by dividing the NAVD 88
 PE0292.geopotential number by the normal gravity value computed on the
 PE0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0292.degrees latitude (g = 980.6199 gals.).
 PE0292
 PE0292.The modeled gravity was interpolated from observed gravity values.
 PE0292
 PE0292;                    North         East    Units  Estimated Accuracy
 PE0292;SPC ME E     -    71,890.      313,320.      MT  (+/- 180 meters Scaled)
 PE0292
 PE0292                          SUPERSEDED SURVEY CONTROL
 PE0292
 PE0292  NGVD 29 (??/??/92)   59.167  (m)          194.12   (f) ADJ UNCH    2 0
 PE0292
 PE0292.Superseded values are not recommended for survey control.
 PE0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0292.See file dsdata.txt to determine how the superseded data were derived.
 PE0292
 PE0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK531069(NAD 83)
 PE0292_MARKER: DD = SURVEY DISK
 PE0292_SETTING: 66 = SET IN ROCK OUTCROP
 PE0292_SP_SET: ROCK OUTCROP
 PE0292_STAMPING: K 12 1934 194
 PE0292_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0292+STABILITY: POSITION/ELEVATION WELL
 PE0292_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PE0292+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2006
 PE0292
 PE0292  HISTORY     - Date     Condition        Report By
 PE0292  HISTORY     - 1934     MONUMENTED       USGS
 PE0292  HISTORY     - 1962     GOOD             NGS
 PE0292  HISTORY     - 20040801 GOOD             USPSQD
 PE0292  HISTORY     - 20060602 GOOD             GEOCAC
 PE0292
 PE0292                          STATION DESCRIPTION
 PE0292
 PE0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PE0292'3.5 MI S FROM SOMESVILLE.
 PE0292'3.5 MILES SOUTH ON STATE HIGHWAY 102 FROM THE GRADE SCHOOL AT
 PE0292'SOMESVILLE, THENCE 0.5 MILE SOUTH OF THE JUNCTION OF A PRIVATE
 PE0292'ROAD LEADING NORTHWEST OR 2.3 MILES NORTH ON STATE HIGHWAY 102
 PE0292'FROM THE POST OFFICE IN SOUTHWEST HARBOR.  SET IN A DRILL HOLE
 PE0292'IN THE TOP AND 1 FOOT EAST OF THE WEST EDGE OF A ROCK OUTCROP,
 PE0292'2 FEET ABOVE THE GROUND.  200 FEET SOUTH OF THE SOUTHWEST HARBOR,
 PE0292'MOUNT DESERT TOWN LINE, 100 FEET EAST OF THE CENTER LINE OF
 PE0292'HIGHWAY 102, 78 FEET SOUTHEAST OF CABLE LINE POLE NO. 111 AND 15
 PE0292'FEET ABOVE THE HIGHWAY.
 PE0292
 PE0292                          STATION RECOVERY (2004)
 PE0292
 PE0292'RECOVERY NOTE BY US POWER SQUADRON 2004
 PE0292'THE GRADE SCHOOL IS NOW A CONDOMINIUM PAINTED YELLOW. THE POLE NUMBER
 PE0292'IS 111A
 PE0292
 PE0292                          STATION RECOVERY (2006)
 PE0292
 PE0292'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 PE0292'RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT AS FOLLOWS.
 PE0292' 
 PE0292'PROCEED 45 FEET SOUTH ALONG THE HIGHWAY FROM THE TOWN-LINE SIGNPOST ON
 PE0292'THE WEST SIDE OF STATE HIGHWAY 102, THENCE 100 FEET EASTERLY FROM THE
 PE0292'CENTER LINE OF THE HIGHWAY AND NORMAL TO THE HIGHWAY.  ENTER THE WOODS
 PE0292'ABOUT 10 FEET SOUTH ALONG THE HIGHWAY FROM UTILITY POLE 111.
 PE0292' 
 PE0292'NOTE - DO NOT CONFUSE POLE 111 WHICH IS ON THE EAST SIDE OF THE
 PE0292'HIGHWAY WITH POLE 111A WHICH IS ON THE WEST SIDE OF THE HIGHWAY AND IS
 PE0292'NOT PERTINENT TO THESE DIRECTIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0022 ***********************************************************************
 QG0022  DESIGNATION -  K 12
 QG0022  PID         -  QG0022
 QG0022  STATE/COUNTY-  ME/AROOSTOOK
 QG0022  USGS QUAD   -  PATTEN (1989)
 QG0022
 QG0022                         *CURRENT SURVEY CONTROL
 QG0022  ___________________________________________________________________
 QG0022* NAD 83(1986)-  45 54 58.     (N)    068 24 37.     (W)     SCALED    
 QG0022* NAVD 88     -       145.707  (meters)     478.04   (feet)  ADJUSTED  
 QG0022  ___________________________________________________________________
 QG0022  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 QG0022  DYNAMIC HT  -         145.712 (meters)     478.06  (feet)  COMP
 QG0022  MODELED GRAV-     980,649.7   (mgal)                       NAVD 88
 QG0022
 QG0022  VERT ORDER  -  FIRST     CLASS II
 QG0022
 QG0022.The horizontal coordinates were scaled from a topographic map and have
 QG0022.an estimated accuracy of +/- 6 seconds.
 QG0022
 QG0022.The orthometric height was determined by differential leveling
 QG0022.and adjusted by the National Geodetic Survey in June 1991..
 QG0022
 QG0022.The geoid height was determined by GEOID03.
 QG0022
 QG0022.The dynamic height is computed by dividing the NAVD 88
 QG0022.geopotential number by the normal gravity value computed on the
 QG0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0022.degrees latitude (g = 980.6199 gals.).
 QG0022
 QG0022.The modeled gravity was interpolated from observed gravity values.
 QG0022
 QG0022;                    North         East    Units  Estimated Accuracy
 QG0022;SPC ME E     -   249,960.      306,960.      MT  (+/- 180 meters Scaled)
 QG0022
 QG0022                          SUPERSEDED SURVEY CONTROL
 QG0022
 QG0022.No superseded survey control is available for this station.
 QG0022
 QG0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL457848(NAD 83)
 QG0022_MARKER: DB = BENCH MARK DISK
 QG0022_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QG0022_SP_SET: CULVERT
 QG0022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG0022
 QG0022  HISTORY     - Date     Condition        Report By
 QG0022  HISTORY     - UNK      MONUMENTED       CGS
 QG0022  HISTORY     - 1927     GOOD             NGS
 QG0022
 QG0022                          STATION DESCRIPTION
 QG0022
 QG0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1927
 QG0022'2.5 MI N FROM SHERMAN.
 QG0022'ON RIGHT-OF-WAY OF BANGOR AND AROOSTOOK RAILWAY, IN CULVERT 130.17,
 QG0022'6.9 FEET EAST OF EAST RAIL OF MAIN TRACK AT PATTON BRANCH Y, AND
 QG0022'ABOUT 1 FOOT BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0023 ***********************************************************************
 QG0023  DESIGNATION -  K 12 RESET
 QG0023  PID         -  QG0023
 QG0023  STATE/COUNTY-  ME/AROOSTOOK
 QG0023  USGS QUAD   -  PATTEN (1989)
 QG0023
 QG0023                         *CURRENT SURVEY CONTROL
 QG0023  ___________________________________________________________________
 QG0023* NAD 83(1986)-  45 54 58.     (N)    068 24 37.     (W)     SCALED    
 QG0023* NAVD 88     -       145.67   (meters)     477.9    (feet)  RESET     
 QG0023  ___________________________________________________________________
 QG0023  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 QG0023
 QG0023  VERT ORDER  -  THIRD
 QG0023
 QG0023.The horizontal coordinates were scaled from a topographic map and have
 QG0023.an estimated accuracy of +/- 6 seconds.
 QG0023
 QG0023.The orthometric height was computed from unverified reset data.
 QG0023
 QG0023.The geoid height was determined by GEOID03.
 QG0023
 QG0023;                    North         East    Units  Estimated Accuracy
 QG0023;SPC ME E     -   249,960.      306,960.      MT  (+/- 180 meters Scaled)
 QG0023
 QG0023                          SUPERSEDED SURVEY CONTROL
 QG0023
 QG0023  NGVD 29 (??/??/??)  145.84   (m)          478.5    (f) RESET       3  
 QG0023
 QG0023.Superseded values are not recommended for survey control.
 QG0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0023.See file dsdata.txt to determine how the superseded data were derived.
 QG0023
 QG0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL457848(NAD 83)
 QG0023_MARKER: DB = BENCH MARK DISK
 QG0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0023_STAMPING: K 12 RESET 1939
 QG0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0023+STABILITY: SURFACE MOTION
 QG0023
 QG0023  HISTORY     - Date     Condition        Report By
 QG0023  HISTORY     - 1939     MONUMENTED       BARR
 QG0023
 QG0023                          STATION DESCRIPTION
 QG0023
 QG0023'DESCRIBED BY BANGOR AND AROOSTOOK RAILROAD 1939
 QG0023'1.5 MI NE FROM SHERMAN STATION.
 QG0023'IN AROOSTOOK COUNTY, 1.5 MILES NORTHEAST ALONG THE BANGOR AND
 QG0023'AROOSTOOK RAILROAD FROM SHERMAN STATION, PENOBSCOT COUNTY, AT
 QG0023'PATTEN JUNCTION, 224.6 FEET NORTHEAST OF CULVERT 130.17, AND 25.6
 QG0023'FEET SOUTHEAST OF AND SOUTHEAST RAIL.  A STANDARD DISK, STAMPED
 QG0023'K 12 RESET 1939 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS
 QG0023'BENCH MARK WAS ESTABLISHED AND ITS ELEVATION DETERMINED BY
 QG0023'ENGINEERS OF THE BANGOR AND AROOSTOOK RAILROAD IN JUNE 1939.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0112 ***********************************************************************
 OC0112  DESIGNATION -  K 121
 OC0112  PID         -  OC0112
 OC0112  STATE/COUNTY-  ME/CUMBERLAND
 OC0112  USGS QUAD   -  PORTLAND WEST (1978)
 OC0112
 OC0112                         *CURRENT SURVEY CONTROL
 OC0112  ___________________________________________________________________
 OC0112* NAD 83(1986)-  43 38 57.     (N)    070 18 31.     (W)     SCALED    
 OC0112* NAVD 88     -        18.683  (meters)      61.30   (feet)  ADJUSTED  
 OC0112  ___________________________________________________________________
 OC0112  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 OC0112  DYNAMIC HT  -          18.680 (meters)      61.29  (feet)  COMP
 OC0112  MODELED GRAV-     980,497.3   (mgal)                       NAVD 88
 OC0112
 OC0112  VERT ORDER  -  FIRST     CLASS II
 OC0112
 OC0112.This mark is at Portland Intl Jetport  (PWM)
 OC0112
 OC0112.The horizontal coordinates were scaled from a topographic map and have
 OC0112.an estimated accuracy of +/- 6 seconds.
 OC0112
 OC0112.The orthometric height was determined by differential leveling
 OC0112.and adjusted by the National Geodetic Survey in June 1991..
 OC0112
 OC0112.The geoid height was determined by GEOID03.
 OC0112
 OC0112.The dynamic height is computed by dividing the NAVD 88
 OC0112.geopotential number by the normal gravity value computed on the
 OC0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0112.degrees latitude (g = 980.6199 gals.).
 OC0112
 OC0112.The modeled gravity was interpolated from observed gravity values.
 OC0112
 OC0112;                    North         East    Units  Estimated Accuracy
 OC0112;SPC ME W     -    90,640.      888,550.      MT  (+/- 180 meters Scaled)
 OC0112
 OC0112                          SUPERSEDED SURVEY CONTROL
 OC0112
 OC0112  NGVD 29 (??/??/92)   18.896  (m)           61.99   (f) ADJ UNCH    1 2
 OC0112
 OC0112.Superseded values are not recommended for survey control.
 OC0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0112.See file dsdata.txt to determine how the superseded data were derived.
 OC0112
 OC0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ944337(NAD 83)
 OC0112_MARKER: DB = BENCH MARK DISK
 OC0112_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC0112_SP_SET: FOUNDATION
 OC0112_STAMPING: K 121 1955
 OC0112_MAGNETIC: N = NO MAGNETIC MATERIAL
 OC0112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC0112
 OC0112  HISTORY     - Date     Condition        Report By
 OC0112  HISTORY     - 1955     MONUMENTED       CGS
 OC0112  HISTORY     - 1963     GOOD             NGS
 OC0112  HISTORY     - 1981     GOOD             USGS
 OC0112  HISTORY     - 19920730 GOOD             USPSQD
 OC0112  HISTORY     - 19951023 GOOD             CHANCE
 OC0112  HISTORY     - 20060906 MARK NOT FOUND   USPSQD
 OC0112
 OC0112                          STATION DESCRIPTION
 OC0112
 OC0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 OC0112'2.8 MI W FROM PORTLAND.
 OC0112'ABOUT 1.75 MILES NORTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM
 OC0112'U.S. HIGHWAY 1 BRIDGE OVER TRACKS AND FORE RIVER AT PORTLAND,
 OC0112'THENCE ABOUT 0.1 MILE SOUTHWEST ALONG FROST STREET, THENCE
 OC0112'ABOUT 0.3 MILE SOUTHWEST ALONG STATE HIGHWAY 22, THENCE
 OC0112'ABOUT 0.65 MILE SOUTHEAST AND SOUTH ALONG STATE HIGHWAY 9,
 OC0112'AT PORTLAND MUNICIPAL AIRPORT, SET VERTICALLY IN THE EAST FACE
 OC0112'OF CONCRETE FOUNDATION OF A 20 BY 20-FOOT CONCRETE BUILDING
 OC0112'FOR RADAR APPARATUS, (THIS IS THE FIRST BUILDING SOUTH OF THE
 OC0112'ADMINSTRATION BUILDING), 0.6 FOOT SOUTH OF NORTHEAST CORNER
 OC0112'OF BUILDING AND 0.3 FOOT ABOVE CONCRETE WALK.
 OC0112
 OC0112                          STATION RECOVERY (1963)
 OC0112
 OC0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 OC0112'RECOVERED IN GOOD CONDITION.
 OC0112
 OC0112                          STATION RECOVERY (1981)
 OC0112
 OC0112'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 OC0112'RECOVERED IN GOOD CONDITION.
 OC0112
 OC0112                          STATION RECOVERY (1992)
 OC0112
 OC0112'RECOVERY NOTE BY US POWER SQUADRON 1992 (AMW)
 OC0112'RECOVERED IN GOOD CONDITION.
 OC0112
 OC0112                          STATION RECOVERY (1995)
 OC0112
 OC0112'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KB)
 OC0112'RECOVERED AS DESCRIBED.
 OC0112
 OC0112                          STATION RECOVERY (2006)
 OC0112
 OC0112'RECOVERY NOTE BY US POWER SQUADRON 2006 (AMW)
 OC0112'THE RADAR BUILDING IS NO LONGER THERE. A LARGE INDUSTIAL OR HANGER
 OC0112'TYPE BUILDING IS IN ITS PLACE. COULD NOT EXAMINE IT DUE TO HEAVY
 OC0112'CONSTRUCTION AT THE SITE. THE AIRPORT HAS AND IS BEING CONSTANTLY
 OC0112'EXPANDED. THE MARK IS PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1450 ***********************************************************************
 PE1450  DESIGNATION -  K 128
 PE1450  PID         -  PE1450
 PE1450  STATE/COUNTY-  ME/KENNEBEC
 PE1450  USGS QUAD   -  FAIRFIELD (1988)
 PE1450
 PE1450                         *CURRENT SURVEY CONTROL
 PE1450  ___________________________________________________________________
 PE1450* NAD 83(1986)-  44 34 27.     (N)    069 36 51.     (W)     SCALED    
 PE1450* NAVD 88     -        29.390  (meters)      96.42   (feet)  ADJUSTED  
 PE1450  ___________________________________________________________________
 PE1450  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 PE1450  DYNAMIC HT  -          29.388 (meters)      96.42  (feet)  COMP
 PE1450  MODELED GRAV-     980,564.7   (mgal)                       NAVD 88
 PE1450  OBS GRAVITY -     980,565.0   (mgal)                       GRAV_OBS
 PE1450
 PE1450  VERT ORDER  -  FIRST     CLASS I
 PE1450
 PE1450.The horizontal coordinates were scaled from a topographic map and have
 PE1450.an estimated accuracy of +/- 6 seconds.
 PE1450
 PE1450.The orthometric height was determined by differential leveling
 PE1450.and adjusted by the National Geodetic Survey in June 1991..
 PE1450
 PE1450.The geoid height was determined by GEOID03.
 PE1450
 PE1450.The dynamic height is computed by dividing the NAVD 88
 PE1450.geopotential number by the normal gravity value computed on the
 PE1450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1450.degrees latitude (g = 980.6199 gals.).
 PE1450
 PE1450.The modeled gravity was interpolated from observed gravity values.
 PE1450.The observed gravity was obtained from relative gravimeter ties
 PE1450.to the IGSN71 gravity network.
 PE1450
 PE1450;                    North         East    Units  Estimated Accuracy
 PE1450;SPC ME W     -   193,560.      943,880.      MT  (+/- 180 meters Scaled)
 PE1450
 PE1450                          SUPERSEDED SURVEY CONTROL
 PE1450
 PE1450  NGVD 29 (??/??/92)   29.591  (m)           97.08   (f) ADJ UNCH    1 1
 PE1450
 PE1450.Superseded values are not recommended for survey control.
 PE1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1450.See file dsdata.txt to determine how the superseded data were derived.
 PE1450
 PE1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK512358(NAD 83)
 PE1450_MARKER: DB = BENCH MARK DISK
 PE1450_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE1450_SP_SET: CULVERT
 PE1450_STAMPING: K 128 1958
 PE1450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE1450
 PE1450  HISTORY     - Date     Condition        Report By
 PE1450  HISTORY     - 1958     MONUMENTED       CGS
 PE1450  HISTORY     - 1966     GOOD             NGS
 PE1450  HISTORY     - 1975     GOOD             NGS
 PE1450  HISTORY     - 1978     GOOD             DOD
 PE1450
 PE1450                          STATION DESCRIPTION
 PE1450
 PE1450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE1450'1.2 MI NE FROM WATERVILLE.
 PE1450'ABOUT 1.15 MILES NORTHEAST ALONG U.S. HIGHWAY 201 FROM THE
 PE1450'FREIGHT STATION OF THE MAINE CENTRAL RAILROAD, ABOUT 1.25 MILES
 PE1450'SOUTHWEST ALONG U.S. HIGHWAY 201 FROM THE POST OFFICE AT
 PE1450'FAIRFIELD, ABOUT 0.8 MILE SOUTHWEST OF THE OVERPASS CROSSING OF
 PE1450'THE MAINE CENTRAL RAILROAD, IN THE TOP OF THE SOUTHWEST END OF THE
 PE1450'SOUTHEAST CONCRETE HEAD WALL FOR A 12-FOOT BOX CULVERT OVER
 PE1450'HOLLAND BROOK, 40 FEET SOUTHEAST OF THE CENTER LINE OF THE
 PE1450'HIGHWAY, AND ABOUT 8 FEET BELOW THE LEVEL OF THE HIGHWAY.
 PE1450
 PE1450                          STATION RECOVERY (1975)
 PE1450
 PE1450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 PE1450'RECOVERED IN GOOD CONDITION.
 PE1450
 PE1450                          STATION RECOVERY (1978)
 PE1450
 PE1450'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE1450'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0670 ***********************************************************************
 PE0670  DESIGNATION -  K 129
 PE0670  PID         -  PE0670
 PE0670  STATE/COUNTY-  ME/KENNEBEC
 PE0670  USGS QUAD   -  BURNHAM (1982)
 PE0670
 PE0670                         *CURRENT SURVEY CONTROL
 PE0670  ___________________________________________________________________
 PE0670* NAD 83(1986)-  44 39 08.     (N)    069 28 02.     (W)     SCALED    
 PE0670* NAVD 88     -        51.300  (meters)     168.31   (feet)  ADJUSTED  
 PE0670  ___________________________________________________________________
 PE0670  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 PE0670  DYNAMIC HT  -          51.297 (meters)     168.30  (feet)  COMP
 PE0670  MODELED GRAV-     980,564.9   (mgal)                       NAVD 88
 PE0670  OBS GRAVITY -     980,563.7   (mgal)                       GRAV_OBS
 PE0670
 PE0670  VERT ORDER  -  FIRST     CLASS I
 PE0670
 PE0670.The horizontal coordinates were scaled from a topographic map and have
 PE0670.an estimated accuracy of +/- 6 seconds.
 PE0670
 PE0670.The orthometric height was determined by differential leveling
 PE0670.and adjusted by the National Geodetic Survey in June 1991..
 PE0670
 PE0670.The geoid height was determined by GEOID03.
 PE0670
 PE0670.The dynamic height is computed by dividing the NAVD 88
 PE0670.geopotential number by the normal gravity value computed on the
 PE0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0670.degrees latitude (g = 980.6199 gals.).
 PE0670
 PE0670.The modeled gravity was interpolated from observed gravity values.
 PE0670.The observed gravity was obtained from relative gravimeter ties
 PE0670.to the IGSN71 gravity network.
 PE0670
 PE0670;                    North         East    Units  Estimated Accuracy
 PE0670;SPC ME W     -   202,320.      955,480.      MT  (+/- 180 meters Scaled)
 PE0670
 PE0670                          SUPERSEDED SURVEY CONTROL
 PE0670
 PE0670  NGVD 29 (??/??/92)   51.503  (m)          168.97   (f) ADJ UNCH    1 1
 PE0670
 PE0670.Superseded values are not recommended for survey control.
 PE0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0670.See file dsdata.txt to determine how the superseded data were derived.
 PE0670
 PE0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK629444(NAD 83)
 PE0670_MARKER: DB = BENCH MARK DISK
 PE0670_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE0670_SP_SET: CULVERT
 PE0670_STAMPING: K 129 1958
 PE0670_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE0670
 PE0670  HISTORY     - Date     Condition        Report By
 PE0670  HISTORY     - 1958     MONUMENTED       CGS
 PE0670  HISTORY     - 1966     GOOD             NGS
 PE0670  HISTORY     - 1978     GOOD             DOD
 PE0670  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 PE0670
 PE0670                          STATION DESCRIPTION
 PE0670
 PE0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0670'2.3 MI NE FROM CLINTON.
 PE0670'0.2 MILES SOUTH ALONG RAILROAD STREET FROM THE MAINE CENTRAL
 PE0670'RAILROAD STATION AT CLINTON, THENCE 2.1 MILES NORTHEAST ALONG
 PE0670'STATE HIGHWAY 100 AND 11, SET IN THE TOP OF THE NORTHEAST END
 PE0670'OF THE NORTHWEST HEADWALL OF A 36-INCH CONCRETE PIPE CULVERT,
 PE0670'24 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 14 FEET
 PE0670'NORTH-NORTHEAST OF POWER POLE 113, ABOUT 3 FEET BELOW THE LEVEL OF
 PE0670'THE HIGHWAY.
 PE0670
 PE0670                          STATION RECOVERY (1966)
 PE0670
 PE0670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 PE0670'RECOVERED IN GOOD CONDITION.
 PE0670
 PE0670                          STATION RECOVERY (1978)
 PE0670
 PE0670'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE0670'RECOVERED IN GOOD CONDITION.
 PE0670
 PE0670                          STATION RECOVERY (1986)
 PE0670
 PE0670'RECOVERY NOTE BY US POWER SQUADRON 1986 (ELG)
 PE0670'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0813 ***********************************************************************
 PE0813  DESIGNATION -  K 13
 PE0813  PID         -  PE0813
 PE0813  STATE/COUNTY-  ME/KENNEBEC
 PE0813  USGS QUAD   -  ALBION (1982)
 PE0813
 PE0813                         *CURRENT SURVEY CONTROL
 PE0813  ___________________________________________________________________
 PE0813* NAD 83(1986)-  44 32 11.     (N)    069 24 44.     (W)     SCALED    
 PE0813* NAVD 88     -        84.334  (meters)     276.69   (feet)  ADJUSTED  
 PE0813  ___________________________________________________________________
 PE0813  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 PE0813  DYNAMIC HT  -          84.327 (meters)     276.66  (feet)  COMP
 PE0813  MODELED GRAV-     980,538.3   (mgal)                       NAVD 88
 PE0813
 PE0813  VERT ORDER  -  SECOND    CLASS 0
 PE0813
 PE0813.The horizontal coordinates were scaled from a topographic map and have
 PE0813.an estimated accuracy of +/- 6 seconds.
 PE0813
 PE0813.The orthometric height was determined by differential leveling
 PE0813.and adjusted by the National Geodetic Survey in June 1991..
 PE0813
 PE0813.The geoid height was determined by GEOID03.
 PE0813
 PE0813.The dynamic height is computed by dividing the NAVD 88
 PE0813.geopotential number by the normal gravity value computed on the
 PE0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0813.degrees latitude (g = 980.6199 gals.).
 PE0813
 PE0813.The modeled gravity was interpolated from observed gravity values.
 PE0813
 PE0813;                    North         East    Units  Estimated Accuracy
 PE0813;SPC ME W     -   189,490.      959,960.      MT  (+/- 180 meters Scaled)
 PE0813
 PE0813                          SUPERSEDED SURVEY CONTROL
 PE0813
 PE0813  NGVD 29 (??/??/92)   84.550  (m)          277.39   (f) ADJ UNCH    2 0
 PE0813
 PE0813.Superseded values are not recommended for survey control.
 PE0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0813.See file dsdata.txt to determine how the superseded data were derived.
 PE0813
 PE0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK672315(NAD 83)
 PE0813_MARKER: DD = SURVEY DISK
 PE0813_SETTING: 80 = SET IN A BOULDER
 PE0813_SP_SET: BOULDER
 PE0813_STAMPING: K 13 1923 ME 277 FT
 PE0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0813+STABILITY: SURFACE MOTION
 PE0813
 PE0813  HISTORY     - Date     Condition        Report By
 PE0813  HISTORY     - 1923     MONUMENTED       USGS
 PE0813  HISTORY     - 1935     GOOD             NGS
 PE0813
 PE0813                          STATION DESCRIPTION
 PE0813
 PE0813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PE0813'1.5 MI NE FROM ALBION.
 PE0813'IN WALDO COUNTY, 1.5 MILES NORTHEAST ALONG STATE HIGHWAY 9 FROM
 PE0813'THE FRANK L. BESSE SCHOOL AT ALBION, KENNEBEC COUNTY, 250 YARDS
 PE0813'WEST OF A CEMETERY, 100 YARDS EAST OF THE CENTER OF THE JUNCTION
 PE0813'OF A ROAD LEADING SOUTH, AT THE TOP OF A HILL, 30 FEET NORTH OF
 PE0813'THE CENTERLINE OF THE HIGHWAY, AND IN THE TOP OF A LARGE GRANITE
 PE0813'BOULDER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 PE0813'STAMPED K 13 1923 ME. 277 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0296 ***********************************************************************
 PE0296  DESIGNATION -  K 13
 PE0296  PID         -  PE0296
 PE0296  STATE/COUNTY-  ME/HANCOCK
 PE0296  USGS QUAD   -  SOUTHWEST HARBOR (1983)
 PE0296
 PE0296                         *CURRENT SURVEY CONTROL
 PE0296  ___________________________________________________________________
 PE0296* NAD 83(1986)-  44 16 47.     (N)    068 19 31.     (W)     SCALED    
 PE0296* NAVD 88     -        13.839  (meters)      45.40   (feet)  ADJUSTED  
 PE0296  ___________________________________________________________________
 PE0296  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 PE0296  DYNAMIC HT  -          13.839 (meters)      45.40  (feet)  COMP
 PE0296  MODELED GRAV-     980,556.2   (mgal)                       NAVD 88
 PE0296
 PE0296  VERT ORDER  -  SECOND    CLASS 0
 PE0296
 PE0296.The horizontal coordinates were scaled from a topographic map and have
 PE0296.an estimated accuracy of +/- 6 seconds.
 PE0296
 PE0296.The orthometric height was determined by differential leveling
 PE0296.and adjusted by the National Geodetic Survey in June 1991..
 PE0296
 PE0296.The geoid height was determined by GEOID03.
 PE0296
 PE0296.The dynamic height is computed by dividing the NAVD 88
 PE0296.geopotential number by the normal gravity value computed on the
 PE0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0296.degrees latitude (g = 980.6199 gals.).
 PE0296
 PE0296.The modeled gravity was interpolated from observed gravity values.
 PE0296
 PE0296;                    North         East    Units  Estimated Accuracy
 PE0296;SPC ME E     -    68,130.      313,950.      MT  (+/- 180 meters Scaled)
 PE0296
 PE0296                          SUPERSEDED SURVEY CONTROL
 PE0296
 PE0296  NGVD 29 (??/??/92)   14.031  (m)           46.03   (f) ADJ UNCH    2 0
 PE0296
 PE0296.Superseded values are not recommended for survey control.
 PE0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0296.See file dsdata.txt to determine how the superseded data were derived.
 PE0296
 PE0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK538031(NAD 83)
 PE0296_MARKER: DD = SURVEY DISK
 PE0296_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE0296_SP_SET: BUILDING FOUNDATION
 PE0296_STAMPING: K 13 1934 46
 PE0296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0296_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PE0296+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2004
 PE0296
 PE0296  HISTORY     - Date     Condition        Report By
 PE0296  HISTORY     - 1934     MONUMENTED       USGS
 PE0296  HISTORY     - 1962     GOOD             NGS
 PE0296  HISTORY     - 1986     GOOD             USPSQD
 PE0296  HISTORY     - 20040801 GOOD             USPSQD
 PE0296
 PE0296                          STATION DESCRIPTION
 PE0296
 PE0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PE0296'AT SOUTHWEST HARBOR.
 PE0296'SET VERTICALLY IN THE NORTH CONCRETE FOUNDATION OF A BUSINESS
 PE0296'BUILDING AT THE JUNCTION OF CLARK ROAD AND MAIN STREET (HIGHWAY
 PE0296'102).  45 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 102, 12
 PE0296'FEET WEST OF THE NORTHEAST CORNER OF THE BUILDING AND 6 INCHES
 PE0296'ABOVE THE GROUND.
 PE0296
 PE0296                          STATION RECOVERY (1986)
 PE0296
 PE0296'RECOVERY NOTE BY US POWER SQUADRON 1986 (ELG)
 PE0296'RECOVERED IN GOOD CONDITION.
 PE0296
 PE0296                          STATION RECOVERY (2004)
 PE0296
 PE0296'RECOVERY NOTE BY US POWER SQUADRON 2004
 PE0296'THE ROAD NAME IS CLARK POINT RD. THE ALLEY BETWEEN THE BUILDINGS HAS A
 PE0296'FENCE AT BOTH ENDS, BUT THE MARK IS VISABLE ON THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0323 ***********************************************************************
 QG0323  DESIGNATION -  K 13
 QG0323  PID         -  QG0323
 QG0323  STATE/COUNTY-  ME/PISCATAQUIS
 QG0323  USGS QUAD   -  SEBOEIS LAKE (1988)
 QG0323
 QG0323                         *CURRENT SURVEY CONTROL
 QG0323  ___________________________________________________________________
 QG0323* NAD 83(1986)-  45 25 34.     (N)    068 57 52.     (W)     SCALED    
 QG0323* NAVD 88     -       139.909  (meters)     459.02   (feet)  ADJUSTED  
 QG0323  ___________________________________________________________________
 QG0323  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 QG0323  DYNAMIC HT  -         139.908 (meters)     459.01  (feet)  COMP
 QG0323  MODELED GRAV-     980,608.9   (mgal)                       NAVD 88
 QG0323
 QG0323  VERT ORDER  -  FIRST     CLASS II
 QG0323
 QG0323.The horizontal coordinates were scaled from a topographic map and have
 QG0323.an estimated accuracy of +/- 6 seconds.
 QG0323
 QG0323.The orthometric height was determined by differential leveling
 QG0323.and adjusted by the National Geodetic Survey in June 1991..
 QG0323
 QG0323.The geoid height was determined by GEOID03.
 QG0323
 QG0323.The dynamic height is computed by dividing the NAVD 88
 QG0323.geopotential number by the normal gravity value computed on the
 QG0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0323.degrees latitude (g = 980.6199 gals.).
 QG0323
 QG0323.The modeled gravity was interpolated from observed gravity values.
 QG0323
 QG0323;                    North         East    Units  Estimated Accuracy
 QG0323;SPC ME E     -   195,600.      263,660.      MT  (+/- 180 meters Scaled)
 QG0323
 QG0323                          SUPERSEDED SURVEY CONTROL
 QG0323
 QG0323  NGVD 29 (??/??/92)  140.086  (m)          459.60   (f) ADJ UNCH    1 2
 QG0323
 QG0323.Superseded values are not recommended for survey control.
 QG0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0323.See file dsdata.txt to determine how the superseded data were derived.
 QG0323
 QG0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL027302(NAD 83)
 QG0323_MARKER: DB = BENCH MARK DISK
 QG0323_SETTING: 80 = SET IN A BOULDER
 QG0323_SP_SET: BOULDER
 QG0323_STAMPING: K 13 1927 459.599
 QG0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0323+STABILITY: SURFACE MOTION
 QG0323
 QG0323  HISTORY     - Date     Condition        Report By
 QG0323  HISTORY     - 1927     MONUMENTED       CGS
 QG0323  HISTORY     - 1953     GOOD             NGS
 QG0323
 QG0323                          STATION DESCRIPTION
 QG0323
 QG0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 QG0323'0.8 MI S FROM SCHOODIC.
 QG0323'0.75 MILE SOUTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 QG0323'THE STATION AT SCHOODIC, ABOUT 0.2 MILE SOUTHWEST OF MILE POST 82,
 QG0323'126 YARDS SOUTHWEST OF 3-FOOT PIPE CULVERT NO. 81.84, IN THE TOP
 QG0323'OF AND 2 1/2 FOOT SOUTHWEST OF NORTHEAST END OF 2-FOOT HIGH 6 BY
 QG0323'6-FOOT PART OF A BURIED BOULDER, 16 1/2 FEET SOUTHEAST OF SOUTHEAST
 QG0323'RAIL AND ABOUT LEVEL WITH TOP OF RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1663 ***********************************************************************
 PE1663  DESIGNATION -  K 13 USGS RESET 1963
 PE1663  PID         -  PE1663
 PE1663  STATE/COUNTY-  ME/KENNEBEC
 PE1663  USGS QUAD   -  ALBION (1982)
 PE1663
 PE1663                         *CURRENT SURVEY CONTROL
 PE1663  ___________________________________________________________________
 PE1663* NAD 83(1986)-  44 32 11.     (N)    069 24 44.     (W)     SCALED    
 PE1663* NAVD 88     -        85.81   (+/-2cm)     281.5    (feet)  VERTCON   
 PE1663  ___________________________________________________________________
 PE1663  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 PE1663
 PE1663  VERT ORDER  -  THIRD (See Below)
 PE1663
 PE1663.The horizontal coordinates were scaled from a topographic map and have
 PE1663.an estimated accuracy of +/- 6 seconds.
 PE1663
 PE1663.The NAVD 88 height was computed by applying the VERTCON shift value to
 PE1663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PE1663.The vertical order pertains to the NGVD 29 superseded value.
 PE1663
 PE1663.The geoid height was determined by GEOID03.
 PE1663
 PE1663;                    North         East    Units  Estimated Accuracy
 PE1663;SPC ME W     -   189,490.      959,960.      MT  (+/- 180 meters Scaled)
 PE1663
 PE1663                          SUPERSEDED SURVEY CONTROL
 PE1663
 PE1663  NGVD 29 (01/19/06)   86.03   (m)          282.3    (f) RESET       3  
 PE1663
 PE1663.Superseded values are not recommended for survey control.
 PE1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1663.See file dsdata.txt to determine how the superseded data were derived.
 PE1663
 PE1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK672315(NAD 83)
 PE1663_MARKER: DB = BENCH MARK DISK
 PE1663_SETTING: 80 = SET IN A BOULDER
 PE1663_STAMPING: K 13 1923 RESET 1963
 PE1663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1663+STABILITY: SURFACE MOTION
 PE1663
 PE1663  HISTORY     - Date     Condition        Report By
 PE1663  HISTORY     - 1963     MONUMENTED       RBNF
 PE1663
 PE1663                          STATION DESCRIPTION
 PE1663
 PE1663'DESCRIBED BY RESEARCHED BUT NOT FOUND 1963
 PE1663'1.5 MI NE FROM ALBION.
 PE1663'1.5 MILES NORTHEAST ALONG STATE HIGHWAY 9 FROM THE FRANK L. BESSE
 PE1663'SCHOOL IN ALBION, 300 FEET WEST, WEST OF CEMETERY, 100 YARDS EAST
 PE1663'OF THE CENTER OF A JUNCTION OF A ROAD LEADING SOUTH, AT THE TOP OF
 PE1663'A HILL, 75 FEET NORTH OF THE CENTERLINE OF HIGHWAY AND IN THE TOP
 PE1663'OF A LARGE GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0754 ***********************************************************************
 PE0754  DESIGNATION -  K 130
 PE0754  PID         -  PE0754
 PE0754  STATE/COUNTY-  ME/PENOBSCOT
 PE0754  USGS QUAD   -  PLYMOUTH (1982)
 PE0754
 PE0754                         *CURRENT SURVEY CONTROL
 PE0754  ___________________________________________________________________
 PE0754* NAD 83(1986)-  44 47 04.     (N)    069 11 49.     (W)     SCALED    
 PE0754* NAVD 88     -        97.105  (meters)     318.59   (feet)  ADJUSTED  
 PE0754  ___________________________________________________________________
 PE0754  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 PE0754  DYNAMIC HT  -          97.100 (meters)     318.57  (feet)  COMP
 PE0754  MODELED GRAV-     980,563.4   (mgal)                       NAVD 88
 PE0754
 PE0754  VERT ORDER  -  SECOND    CLASS 0
 PE0754
 PE0754.The horizontal coordinates were scaled from a topographic map and have
 PE0754.an estimated accuracy of +/- 6 seconds.
 PE0754
 PE0754.The orthometric height was determined by differential leveling
 PE0754.and adjusted by the National Geodetic Survey in June 1991..
 PE0754
 PE0754.The geoid height was determined by GEOID03.
 PE0754
 PE0754.The dynamic height is computed by dividing the NAVD 88
 PE0754.geopotential number by the normal gravity value computed on the
 PE0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0754.degrees latitude (g = 980.6199 gals.).
 PE0754
 PE0754.The modeled gravity was interpolated from observed gravity values.
 PE0754
 PE0754;                    North         East    Units  Estimated Accuracy
 PE0754;SPC ME E     -   124,430.      244,850.      MT  (+/- 180 meters Scaled)
 PE0754
 PE0754                          SUPERSEDED SURVEY CONTROL
 PE0754
 PE0754  NGVD 29 (??/??/92)   97.322  (m)          319.30   (f) ADJ UNCH    2 0
 PE0754
 PE0754.Superseded values are not recommended for survey control.
 PE0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0754.See file dsdata.txt to determine how the superseded data were derived.
 PE0754
 PE0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK844590(NAD 83)
 PE0754_MARKER: DB = BENCH MARK DISK
 PE0754_SETTING: 66 = SET IN ROCK OUTCROP
 PE0754_SP_SET: BEDROCK
 PE0754_STAMPING: K 130 1958
 PE0754_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0754+STABILITY: POSITION/ELEVATION WELL
 PE0754
 PE0754  HISTORY     - Date     Condition        Report By
 PE0754  HISTORY     - 1958     MONUMENTED       CGS
 PE0754  HISTORY     - 1979     MARK NOT FOUND   USGS
 PE0754
 PE0754                          STATION DESCRIPTION
 PE0754
 PE0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0754'1.9 MI NE FROM PLYMOUTH.
 PE0754'0.9 MILES NORTH ALONG STATE HIGHWAY 7 FROM THE PLYMOUTH GRANGE
 PE0754'HALL AT PLYMOUTH, THENCE 0.8 MILES NORTHEAST ALONG A GRAVEL ROAD,
 PE0754'THENCE 0.2 MILES NORTHEAST ALONG A TRAIL ROAD TO A POINT JUST
 PE0754'BEFORE THE TRAIL ROAD ENTERS A SWAMP, ABOUT HALF WAY BETWEEN
 PE0754'TWO PLACES THAT BEDROCK COMPLETELY CROSSES THE TRAIL ROAD, 7.5
 PE0754'FEET NORTHWEST OF THE CENTER LINE OF THE TRAIL ROAD, SET IN TOP
 PE0754'OF EXPOSED SECTION OF BEDROCK NORTHWEST OF THE TRAIL ROAD, ABOUT
 PE0754'1 FOOT ABOVE THE LEVEL OF THE TRAIL ROAD.
 PE0754
 PE0754                          STATION RECOVERY (1979)
 PE0754
 PE0754'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PE0754'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0635 ***********************************************************************
 PE0635  DESIGNATION -  K 131
 PE0635  PID         -  PE0635
 PE0635  STATE/COUNTY-  ME/PENOBSCOT
 PE0635  USGS QUAD   -  HERMON (1978)
 PE0635
 PE0635                         *CURRENT SURVEY CONTROL
 PE0635  ___________________________________________________________________
 PE0635* NAD 83(1986)-  44 45 43.     (N)    068 57 34.     (W)     SCALED    
 PE0635* NAVD 88     -        50.102  (meters)     164.38   (feet)  ADJUSTED  
 PE0635  ___________________________________________________________________
 PE0635  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 PE0635  DYNAMIC HT  -          50.099 (meters)     164.37  (feet)  COMP
 PE0635  MODELED GRAV-     980,570.6   (mgal)                       NAVD 88
 PE0635
 PE0635  VERT ORDER  -  SECOND    CLASS 0
 PE0635
 PE0635.The horizontal coordinates were scaled from a topographic map and have
 PE0635.an estimated accuracy of +/- 6 seconds.
 PE0635
 PE0635.The orthometric height was determined by differential leveling
 PE0635.and adjusted by the National Geodetic Survey in June 1991..
 PE0635
 PE0635.The geoid height was determined by GEOID03.
 PE0635
 PE0635.The dynamic height is computed by dividing the NAVD 88
 PE0635.geopotential number by the normal gravity value computed on the
 PE0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0635.degrees latitude (g = 980.6199 gals.).
 PE0635
 PE0635.The modeled gravity was interpolated from observed gravity values.
 PE0635
 PE0635;                    North         East    Units  Estimated Accuracy
 PE0635;SPC ME E     -   121,790.      263,630.      MT  (+/- 180 meters Scaled)
 PE0635
 PE0635                          SUPERSEDED SURVEY CONTROL
 PE0635
 PE0635  NGVD 29 (??/??/92)   50.316  (m)          165.08   (f) ADJ UNCH    2 0
 PE0635
 PE0635.Superseded values are not recommended for survey control.
 PE0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0635.See file dsdata.txt to determine how the superseded data were derived.
 PE0635
 PE0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK032565(NAD 83)
 PE0635_MARKER: DB = BENCH MARK DISK
 PE0635_SETTING: 66 = SET IN ROCK OUTCROP
 PE0635_SP_SET: BEDROCK
 PE0635_STAMPING: K 131 1958
 PE0635_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0635+STABILITY: POSITION/ELEVATION WELL
 PE0635
 PE0635  HISTORY     - Date     Condition        Report By
 PE0635  HISTORY     - 1958     MONUMENTED       CGS
 PE0635  HISTORY     - 1975     MARK NOT FOUND   NGS
 PE0635
 PE0635                          STATION DESCRIPTION
 PE0635
 PE0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0635'5.2 MI SE FROM CARMEL.
 PE0635'3.85 MILES SOUTHEAST ALONG BLACKTOP ROAD FROM THE POST OFFICE
 PE0635'AT CARMEL, THENCE 1.0 MILES SOUTHEAST ALONG GRAVEL ROAD TO A
 PE0635'CROSS ROAD, THENCE 0.4 MILE SOUTH ALONG A GRAVEL ROAD, SET IN THE
 PE0635'CENTER OF THE TOP OF AN EXPOSED PORTION OF BEDROCK WEST OF THE
 PE0635'ROAD, AT A SMALL OPENING IN THE TREES, 151 FEET SOUTH OF THE
 PE0635'TOP OF THE GRADE, 22 FEET WEST OF THE CENTER LINE OF THE ROAD, 28
 PE0635'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD AND A BREAK IN
 PE0635'THE GRADE, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD.
 PE0635
 PE0635                          STATION RECOVERY (1975)
 PE0635
 PE0635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 PE0635'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0527 ***********************************************************************
 PE0527  DESIGNATION -  K 132
 PE0527  PID         -  PE0527
 PE0527  STATE/COUNTY-  ME/PENOBSCOT
 PE0527  USGS QUAD   -  BANGOR (1991)
 PE0527
 PE0527                         *CURRENT SURVEY CONTROL
 PE0527  ___________________________________________________________________
 PE0527* NAD 83(1986)-  44 48 55.     (N)    068 47 19.     (W)     SCALED    
 PE0527* NAVD 88     -        12.975  (meters)      42.57   (feet)  ADJUSTED  
 PE0527  ___________________________________________________________________
 PE0527  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 PE0527  DYNAMIC HT  -          12.974 (meters)      42.57  (feet)  COMP
 PE0527  MODELED GRAV-     980,583.7   (mgal)                       NAVD 88
 PE0527
 PE0527  VERT ORDER  -  SECOND    CLASS 0
 PE0527
 PE0527.The horizontal coordinates were scaled from a topographic map and have
 PE0527.an estimated accuracy of +/- 6 seconds.
 PE0527
 PE0527.The orthometric height was determined by differential leveling
 PE0527.and adjusted by the National Geodetic Survey in June 1991..
 PE0527
 PE0527.The geoid height was determined by GEOID03.
 PE0527
 PE0527.The dynamic height is computed by dividing the NAVD 88
 PE0527.geopotential number by the normal gravity value computed on the
 PE0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0527.degrees latitude (g = 980.6199 gals.).
 PE0527
 PE0527.The modeled gravity was interpolated from observed gravity values.
 PE0527
 PE0527;                    North         East    Units  Estimated Accuracy
 PE0527;SPC ME E     -   127,660.      277,170.      MT  (+/- 180 meters Scaled)
 PE0527
 PE0527                          SUPERSEDED SURVEY CONTROL
 PE0527
 PE0527  NGVD 29 (??/??/92)   13.179  (m)           43.24   (f) ADJ UNCH    2 0
 PE0527
 PE0527.Superseded values are not recommended for survey control.
 PE0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0527.See file dsdata.txt to determine how the superseded data were derived.
 PE0527
 PE0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK167624(NAD 83)
 PE0527_MARKER: DB = BENCH MARK DISK
 PE0527_SETTING: 66 = SET IN ROCK OUTCROP
 PE0527_SP_SET: BEDROCK
 PE0527_STAMPING: K 132 1958
 PE0527_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0527+STABILITY: POSITION/ELEVATION WELL
 PE0527
 PE0527  HISTORY     - Date     Condition        Report By
 PE0527  HISTORY     - 1958     MONUMENTED       CGS
 PE0527  HISTORY     - 1966     GOOD             NGS
 PE0527  HISTORY     - 1984     GOOD             USPSQD
 PE0527  HISTORY     - 1989     GOOD             USPSQD
 PE0527  HISTORY     - 1990     GOOD             USPSQD
 PE0527  HISTORY     - 20030901 GOOD             NGS
 PE0527
 PE0527                          STATION DESCRIPTION
 PE0527
 PE0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0527'0.2 MI N FROM BANGOR.
 PE0527'0.25 MILES NORTH ALONG VALLEY ROAD FROM ITS JUNCTION WITH HOLLAND
 PE0527'STREET IN THE NORTHWEST PART OF BANGOR, AT A JUNCTION WITH A
 PE0527'WOODS ROAD EAST, ABOUT 138 YARDS SOUTHEAST OF THE CONCRETE
 PE0527'OVERPASS OF THE NEW FEDERAL HIGHWAY, SET IN THE TOP OF OUTCROPPING
 PE0527'BEDROCK, 36 1/2 FEET NORTHEAST OF THE CENTER LINE OF VALLEY
 PE0527'ROAD, 10 FEET SOUTH OF THE CENTERLINE OF WOODS ROAD EAST, 42 1/2
 PE0527'FEET EAST OF THE CENTER LINE OF THE JUNCTION, 7 FEET NORTH OF A
 PE0527'METAL WITNESS POST, ABOUT 5 FEET ABOVE THE LEVEL OF THE ROAD.
 PE0527
 PE0527                          STATION RECOVERY (1966)
 PE0527
 PE0527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 PE0527'RECOVERED IN GOOD CONDITION.
 PE0527
 PE0527                          STATION RECOVERY (1984)
 PE0527
 PE0527'RECOVERY NOTE BY US POWER SQUADRON 1984
 PE0527'THE DISK SHOULD BE RECEMENTED WHEN FEASIBLE.
 PE0527
 PE0527                          STATION RECOVERY (1989)
 PE0527
 PE0527'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELG)
 PE0527'RECOVERED IN GOOD CONDITION.
 PE0527
 PE0527                          STATION RECOVERY (1990)
 PE0527
 PE0527'RECOVERY NOTE BY US POWER SQUADRON 1990 (ELG)
 PE0527'RECOVERED IN GOOD CONDITION.
 PE0527
 PE0527                          STATION RECOVERY (2003)
 PE0527
 PE0527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (WRW)
 PE0527'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0407 ***********************************************************************
 QG0407  DESIGNATION -  K 133
 QG0407  PID         -  QG0407
 QG0407  STATE/COUNTY-  ME/PENOBSCOT
 QG0407  USGS QUAD   -  GREENBUSH (1988)
 QG0407
 QG0407                         *CURRENT SURVEY CONTROL
 QG0407  ___________________________________________________________________
 QG0407* NAD 83(1986)-  45 00 20.     (N)    068 39 16.     (W)     SCALED    
 QG0407* NAVD 88     -        37.183  (meters)     121.99   (feet)  ADJUSTED  
 QG0407  ___________________________________________________________________
 QG0407  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 QG0407  DYNAMIC HT  -          37.182 (meters)     121.99  (feet)  COMP
 QG0407  MODELED GRAV-     980,601.8   (mgal)                       NAVD 88
 QG0407
 QG0407  VERT ORDER  -  SECOND    CLASS 0
 QG0407
 QG0407.The horizontal coordinates were scaled from a topographic map and have
 QG0407.an estimated accuracy of +/- 6 seconds.
 QG0407
 QG0407.The orthometric height was determined by differential leveling
 QG0407.and adjusted by the National Geodetic Survey in June 1991..
 QG0407
 QG0407.The geoid height was determined by GEOID03.
 QG0407
 QG0407.The dynamic height is computed by dividing the NAVD 88
 QG0407.geopotential number by the normal gravity value computed on the
 QG0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0407.degrees latitude (g = 980.6199 gals.).
 QG0407
 QG0407.The modeled gravity was interpolated from observed gravity values.
 QG0407
 QG0407;                    North         East    Units  Estimated Accuracy
 QG0407;SPC ME E     -   148,770.      287,830.      MT  (+/- 180 meters Scaled)
 QG0407
 QG0407                          SUPERSEDED SURVEY CONTROL
 QG0407
 QG0407  NGVD 29 (??/??/92)   37.390  (m)          122.67   (f) ADJ UNCH    2 0
 QG0407
 QG0407.Superseded values are not recommended for survey control.
 QG0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0407.See file dsdata.txt to determine how the superseded data were derived.
 QG0407
 QG0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK272836(NAD 83)
 QG0407_MARKER: DB = BENCH MARK DISK
 QG0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0407_STAMPING: K 133 1958
 QG0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0407+STABILITY: SURFACE MOTION
 QG0407
 QG0407  HISTORY     - Date     Condition        Report By
 QG0407  HISTORY     - 1958     MONUMENTED       CGS
 QG0407
 QG0407                          STATION DESCRIPTION
 QG0407
 QG0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 QG0407'8.6 MI N FROM OLD TOWN.
 QG0407'2.95 MILES NORTHWEST ALONG STATE HIGHWAY 43 FROM ITS JUNCTION
 QG0407'WITH U.S. HIGHWAY 2 AT OLD TOWN, THENCE 2.25 MILES NORTH ALONG
 QG0407'STATE HIGHWAY 16, THENCE 3.45 MILES NORTHEAST ALONG STATE
 QG0407'HIGHWAY 116, 26 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 QG0407'103 FEET SOUTH OF THE EAST END OF A CORRUGATED PIPE CULVERT,
 QG0407'155 FEET NORTH-NORTHEAST AND ACROSS THE HIGHWAY FROM TELEPHONE
 QG0407'POLE 211, 43 FEET NORTH OF A PIPE LINE OUTLET VENT, 3 FEET
 QG0407'NORTH OF A METAL WITNESS POST, SET IN THE TOP OF A CONCRETE
 QG0407'POST PROJECTING 4 INCHES, ABOUT 2 FEET BELOW THE LEVEL OF THE
 QG0407'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0004 ***********************************************************************
 RE0004  DESIGNATION -  K 134
 RE0004  PID         -  RE0004
 RE0004  STATE/COUNTY-  ME/AROOSTOOK
 RE0004  USGS QUAD   -  HOULTON NORTH (1984)
 RE0004
 RE0004                         *CURRENT SURVEY CONTROL
 RE0004  ___________________________________________________________________
 RE0004* NAD 83(1986)-  46 07 56.     (N)    067 47 06.     (W)     SCALED    
 RE0004* NAVD 88     -       141.114  (meters)     462.97   (feet)  ADJUSTED  
 RE0004  ___________________________________________________________________
 RE0004  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 RE0004  DYNAMIC HT  -         141.121 (meters)     462.99  (feet)  COMP
 RE0004  MODELED GRAV-     980,666.5   (mgal)                       NAVD 88
 RE0004
 RE0004  VERT ORDER  -  SECOND    CLASS 0
 RE0004
 RE0004.The horizontal coordinates were scaled from a topographic map and have
 RE0004.an estimated accuracy of +/- 6 seconds.
 RE0004
 RE0004.The orthometric height was determined by differential leveling
 RE0004.and adjusted by the National Geodetic Survey in June 1991..
 RE0004
 RE0004.The geoid height was determined by GEOID03.
 RE0004
 RE0004.The dynamic height is computed by dividing the NAVD 88
 RE0004.geopotential number by the normal gravity value computed on the
 RE0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0004.degrees latitude (g = 980.6199 gals.).
 RE0004
 RE0004.The modeled gravity was interpolated from observed gravity values.
 RE0004
 RE0004;                    North         East    Units  Estimated Accuracy
 RE0004;SPC ME E     -   274,220.      355,250.      MT  (+/- 180 meters Scaled)
 RE0004
 RE0004                          SUPERSEDED SURVEY CONTROL
 RE0004
 RE0004  NGVD 29 (??/??/92)  141.303  (m)          463.59   (f) ADJ UNCH    2 0
 RE0004
 RE0004.Superseded values are not recommended for survey control.
 RE0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0004.See file dsdata.txt to determine how the superseded data were derived.
 RE0004
 RE0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM938094(NAD 83)
 RE0004_MARKER: DB = BENCH MARK DISK
 RE0004_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RE0004_SP_SET: CULVERT
 RE0004_STAMPING: K 134 1958
 RE0004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RE0004
 RE0004  HISTORY     - Date     Condition        Report By
 RE0004  HISTORY     - 1958     MONUMENTED       CGS
 RE0004  HISTORY     - 1959     GOOD             NGS
 RE0004  HISTORY     - 1978     MARK NOT FOUND   NGS
 RE0004
 RE0004                          STATION DESCRIPTION
 RE0004
 RE0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 RE0004'2.9 MI E FROM HOULTON.
 RE0004'ABOUT 2.9 MILES EAST ALONG U.S. HIGHWAY 2 FROM THE POST OFFICE
 RE0004'AT HOULTON, ABOUT 195 YARDS WEST OF THE U.S. BORDER PATROL
 RE0004'BUILDING, AT THE JUNCTION OF BLACKTOP ROAD SOUTH TO THE HOULTON
 RE0004'INTERNATIONAL AIRPORT, SET IN THE TOP OF THE EAST END OF THE
 RE0004'NORTH HEADWALL OF A 4-FOOT CONCRETE CULVERT, 74 FEET SOUTH OF
 RE0004'THE CENTER LINE OF U.S. HIGHWAY 2, 15 FEET NORTH OF THE
 RE0004'CENTER LINE OF A BLACKTOP ROAD, 61 FEET SOUTHWEST OF POWER POLE
 RE0004'404-23, 239 FEET WEST-SOUTHWEST OF THE CENTER LINE OF JUNCTION OF
 RE0004'BLACKTOP ROAD SOUTH TO THE AIRPORT, ABOUT 4 FEET BELOW THE LEVEL
 RE0004'OF THE HIGHWAY.
 RE0004
 RE0004                          STATION RECOVERY (1959)
 RE0004
 RE0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 RE0004'RECOVERED IN GOOD CONDITION.
 RE0004
 RE0004                          STATION RECOVERY (1978)
 RE0004
 RE0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 RE0004'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0292 ***********************************************************************
 QG0292  DESIGNATION -  K 136
 QG0292  PID         -  QG0292
 QG0292  STATE/COUNTY-  ME/PENOBSCOT
 QG0292  USGS QUAD   -  NINE MEADOW RIDGE (1988)
 QG0292
 QG0292                         *CURRENT SURVEY CONTROL
 QG0292  ___________________________________________________________________
 QG0292* NAD 83(1986)-  45 24 46.     (N)    068 35 40.     (W)     SCALED    
 QG0292* NAVD 88     -        96.896  (meters)     317.90   (feet)  ADJUSTED  
 QG0292  ___________________________________________________________________
 QG0292  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 QG0292  DYNAMIC HT  -          96.896 (meters)     317.90  (feet)  COMP
 QG0292  MODELED GRAV-     980,622.9   (mgal)                       NAVD 88
 QG0292
 QG0292  VERT ORDER  -  SECOND    CLASS 0
 QG0292
 QG0292.The horizontal coordinates were scaled from a topographic map and have
 QG0292.an estimated accuracy of +/- 6 seconds.
 QG0292
 QG0292.The orthometric height was determined by differential leveling
 QG0292.and adjusted by the National Geodetic Survey in June 1991..
 QG0292
 QG0292.The geoid height was determined by GEOID03.
 QG0292
 QG0292.The dynamic height is computed by dividing the NAVD 88
 QG0292.geopotential number by the normal gravity value computed on the
 QG0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0292.degrees latitude (g = 980.6199 gals.).
 QG0292
 QG0292.The modeled gravity was interpolated from observed gravity values.
 QG0292
 QG0292;                    North         East    Units  Estimated Accuracy
 QG0292;SPC ME E     -   194,020.      292,610.      MT  (+/- 180 meters Scaled)
 QG0292
 QG0292                          SUPERSEDED SURVEY CONTROL
 QG0292
 QG0292  NGVD 29 (??/??/92)   97.075  (m)          318.49   (f) ADJ UNCH    2 0
 QG0292
 QG0292.Superseded values are not recommended for survey control.
 QG0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0292.See file dsdata.txt to determine how the superseded data were derived.
 QG0292
 QG0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL317288(NAD 83)
 QG0292_MARKER: DB = BENCH MARK DISK
 QG0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0292_STAMPING: K 136 1959
 QG0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0292+STABILITY: SURFACE MOTION
 QG0292
 QG0292  HISTORY     - Date     Condition        Report By
 QG0292  HISTORY     - 1959     MONUMENTED       CGS
 QG0292  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QG0292
 QG0292                          STATION DESCRIPTION
 QG0292
 QG0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QG0292'15.9 MI NE FROM HOWLAND.
 QG0292'11.1 MILES NORTHEAST ALONG STATE HIGHWAY 116 FROM THE NORTH END
 QG0292'OF THE LARGE STATE HIGHWAY 116 BRIDGE OVER THE PISCATAQUIS
 QG0292'RIVER AT HOWLAND, THENCE 4.8 MILES NORTHWEST ALONG A GRAVELED
 QG0292'ROAD, 1.1 MILES NORTHEAST FROM THE CROSSING OF THE CANDAIAN
 QG0292'PACIFIC RAILWAY, 0.6 MILE SOUTH ALONG ROAD FROM LOGGING CAMP,
 QG0292'ABOUT 30 YARDS NORTHEAST OF TOP OF GRADE, NEAR T JUNCTION OF DIM
 QG0292'WOODS ROAD LEADING NORTHWEST, 44 FEET NORTHWEST OF CENTER LINE
 QG0292'OF MAIN ROAD, 15 FEET WEST-SOUTHWEST OF A DOUBLE BODIED 18 INCH
 QG0292'ELM TREE WITH PAINTED SLASH, 3 FEET NORTH OF A WHITE METAL
 QG0292'WITNESS POST, ABOUT LEVEL WITH THE ROAD, SET IN TOP OF A CONCRETE
 QG0292'POST AND PROJECTING 4 INCHES.
 QG0292
 QG0292                          STATION RECOVERY (1985)
 QG0292
 QG0292'RECOVERY NOTE BY US POWER SQUADRON 1985 (LCR)
 QG0292'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0310 ***********************************************************************
 QG0310  DESIGNATION -  K 137
 QG0310  PID         -  QG0310
 QG0310  STATE/COUNTY-  ME/PENOBSCOT
 QG0310  USGS QUAD   -  NINE MEADOW RIDGE (1988)
 QG0310
 QG0310                         *CURRENT SURVEY CONTROL
 QG0310  ___________________________________________________________________
 QG0310* NAD 83(1986)-  45 27 15.     (N)    068 32 26.     (W)     SCALED    
 QG0310* NAVD 88     -        79.788  (meters)     261.77   (feet)  ADJUSTED  
 QG0310  ___________________________________________________________________
 QG0310  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 QG0310  DYNAMIC HT  -          79.788 (meters)     261.77  (feet)  COMP
 QG0310  MODELED GRAV-     980,615.8   (mgal)                       NAVD 88
 QG0310
 QG0310  VERT ORDER  -  SECOND    CLASS 0
 QG0310
 QG0310.The horizontal coordinates were scaled from a topographic map and have
 QG0310.an estimated accuracy of +/- 6 seconds.
 QG0310
 QG0310.The orthometric height was determined by differential leveling
 QG0310.and adjusted by the National Geodetic Survey in June 1991..
 QG0310
 QG0310.The geoid height was determined by GEOID03.
 QG0310
 QG0310.The dynamic height is computed by dividing the NAVD 88
 QG0310.geopotential number by the normal gravity value computed on the
 QG0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0310.degrees latitude (g = 980.6199 gals.).
 QG0310
 QG0310.The modeled gravity was interpolated from observed gravity values.
 QG0310
 QG0310;                    North         East    Units  Estimated Accuracy
 QG0310;SPC ME E     -   198,610.      296,830.      MT  (+/- 180 meters Scaled)
 QG0310
 QG0310                          SUPERSEDED SURVEY CONTROL
 QG0310
 QG0310  NGVD 29 (??/??/92)   79.970  (m)          262.37   (f) ADJ UNCH    2 0
 QG0310
 QG0310.Superseded values are not recommended for survey control.
 QG0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0310.See file dsdata.txt to determine how the superseded data were derived.
 QG0310
 QG0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL359335(NAD 83)
 QG0310_MARKER: DB = BENCH MARK DISK
 QG0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0310_STAMPING: K 137 1959
 QG0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0310+STABILITY: SURFACE MOTION
 QG0310
 QG0310  HISTORY     - Date     Condition        Report By
 QG0310  HISTORY     - 1959     MONUMENTED       CGS
 QG0310  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QG0310
 QG0310                          STATION DESCRIPTION
 QG0310
 QG0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QG0310'13.9 MI NW FROM LINCOLN.
 QG0310'5.7 MILES NORTH ALONG U.S. HIGHWAY 2 FROM THE POST OFFICE AT
 QG0310'LINCOLN, THENCE 0.45 MILE WEST ALONG AN ASPHALT ROAD, THENCE 2.95
 QG0310'MILES SOUTH ALONG AN ASPHALT ROAD AND STATE HIGHWAY 116, THENCE
 QG0310'4.8 MILES NORTHWESTERLY ALONG THE MAIN TRAVELED ROAD, ON TOP OF
 QG0310'A RIDGE, 0.2 MILE SOUTH OF A WOODEN BRIDGE OVER BEAR BROOK,
 QG0310'20 FEET WEST OF THE CENTER LINE OF THE ROAD, 7 FEET EAST OF A
 QG0310'12-INCH MAPLE TREE WITH A PAINTED SLASH, 4 FEET SOUTH OF A
 QG0310'METAL WITNESS POST, 2 FEET ABOVE THE LEVEL OF THE ROAD, SET IN
 QG0310'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE GROUND.
 QG0310
 QG0310                          STATION RECOVERY (1985)
 QG0310
 QG0310'RECOVERY NOTE BY US POWER SQUADRON 1985 (LCR)
 QG0310'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0125 ***********************************************************************
 QG0125  DESIGNATION -  K 138
 QG0125  PID         -  QG0125
 QG0125  STATE/COUNTY-  ME/PENOBSCOT
 QG0125  USGS QUAD   -  BENEDICTA (1989)
 QG0125
 QG0125                         *CURRENT SURVEY CONTROL
 QG0125  ___________________________________________________________________
 QG0125* NAD 83(1986)-  45 46 21.     (N)    068 26 12.     (W)     SCALED    
 QG0125* NAVD 88     -       210.262  (meters)     689.83   (feet)  ADJUSTED  
 QG0125  ___________________________________________________________________
 QG0125  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 QG0125  DYNAMIC HT  -         210.268 (meters)     689.85  (feet)  COMP
 QG0125  MODELED GRAV-     980,637.7   (mgal)                       NAVD 88
 QG0125
 QG0125  VERT ORDER  -  SECOND    CLASS 0
 QG0125
 QG0125.The horizontal coordinates were scaled from a topographic map and have
 QG0125.an estimated accuracy of +/- 6 seconds.
 QG0125
 QG0125.The orthometric height was determined by differential leveling
 QG0125.and adjusted by the National Geodetic Survey in June 1991..
 QG0125
 QG0125.The geoid height was determined by GEOID03.
 QG0125
 QG0125.The dynamic height is computed by dividing the NAVD 88
 QG0125.geopotential number by the normal gravity value computed on the
 QG0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0125.degrees latitude (g = 980.6199 gals.).
 QG0125
 QG0125.The modeled gravity was interpolated from observed gravity values.
 QG0125
 QG0125;                    North         East    Units  Estimated Accuracy
 QG0125;SPC ME E     -   233,990.      304,930.      MT  (+/- 180 meters Scaled)
 QG0125
 QG0125                          SUPERSEDED SURVEY CONTROL
 QG0125
 QG0125  NGVD 29 (??/??/92)  210.445  (m)          690.43   (f) ADJ UNCH    2 0
 QG0125
 QG0125.Superseded values are not recommended for survey control.
 QG0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0125.See file dsdata.txt to determine how the superseded data were derived.
 QG0125
 QG0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL437689(NAD 83)
 QG0125_MARKER: DB = BENCH MARK DISK
 QG0125_SETTING: 66 = SET IN ROCK OUTCROP
 QG0125_SP_SET: ROCK OUTCROP
 QG0125_STAMPING: K 138 1959
 QG0125_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0125+STABILITY: POSITION/ELEVATION WELL
 QG0125
 QG0125  HISTORY     - Date     Condition        Report By
 QG0125  HISTORY     - 1959     MONUMENTED       CGS
 QG0125
 QG0125                          STATION DESCRIPTION
 QG0125
 QG0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QG0125'3.3 MI SW FROM BENEDICTA.
 QG0125'1.6 MILES SOUTH ALONG AN ASPHALT ROAD FROM THE POST OFFICE AT
 QG0125'BENEDICTA, THENCE 1.2 MILES WEST ALONG A GRAVEL ROAD, THENCE 0.5
 QG0125'MILE SOUTH ALONG A GRAVEL ROAD, NEAR THE EAST EDGE OF A PASTURE,
 QG0125'ON THE TOP OF A LARGE FLAT ROCK OUTCROP, 0.1 MILE SOUTH OF THE
 QG0125'T JUNCTION OF A DRIVEWAY LEADING WEST, 10 1/2 FEET WEST OF THE
 QG0125'CENTER LINE OF THE ROAD, 24 FEET SOUTHWEST OF A 15-INCH ASH
 QG0125'TREE WITH A METAL WITNESS POST, 1 FOOT EAST OF A FENCE LINE,
 QG0125'1 FOOT ABOVE THE LEVEL OF THE ROAD AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0125 ***********************************************************************
 RF0125  DESIGNATION -  K 139
 RF0125  PID         -  RF0125
 RF0125  STATE/COUNTY-  ME/AROOSTOOK
 RF0125  USGS QUAD   -  OAKFIELD (1986)
 RF0125
 RF0125                         *CURRENT SURVEY CONTROL
 RF0125  ___________________________________________________________________
 RF0125* NAD 83(1986)-  46 03 08.     (N)    068 13 49.     (W)     SCALED    
 RF0125* NAVD 88     -       152.067  (meters)     498.91   (feet)  ADJUSTED  
 RF0125  ___________________________________________________________________
 RF0125  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 RF0125  DYNAMIC HT  -         152.072 (meters)     498.92  (feet)  COMP
 RF0125  MODELED GRAV-     980,649.6   (mgal)                       NAVD 88
 RF0125
 RF0125  VERT ORDER  -  SECOND    CLASS 0
 RF0125
 RF0125.The horizontal coordinates were scaled from a topographic map and have
 RF0125.an estimated accuracy of +/- 6 seconds.
 RF0125
 RF0125.The orthometric height was determined by differential leveling
 RF0125.and adjusted by the National Geodetic Survey in June 1991..
 RF0125
 RF0125.The geoid height was determined by GEOID03.
 RF0125
 RF0125.The dynamic height is computed by dividing the NAVD 88
 RF0125.geopotential number by the normal gravity value computed on the
 RF0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0125.degrees latitude (g = 980.6199 gals.).
 RF0125
 RF0125.The modeled gravity was interpolated from observed gravity values.
 RF0125
 RF0125;                    North         East    Units  Estimated Accuracy
 RF0125;SPC ME E     -   265,110.      320,870.      MT  (+/- 180 meters Scaled)
 RF0125
 RF0125                          SUPERSEDED SURVEY CONTROL
 RF0125
 RF0125  NGVD 29 (??/??/92)  152.237  (m)          499.46   (f) ADJ UNCH    2 0
 RF0125
 RF0125.Superseded values are not recommended for survey control.
 RF0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0125.See file dsdata.txt to determine how the superseded data were derived.
 RF0125
 RF0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM595001(NAD 83)
 RF0125_MARKER: DB = BENCH MARK DISK
 RF0125_SETTING: 66 = SET IN ROCK OUTCROP
 RF0125_SP_SET: ROCK OUTCROP
 RF0125_STAMPING: K 139 1959
 RF0125_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0125+STABILITY: POSITION/ELEVATION WELL
 RF0125
 RF0125  HISTORY     - Date     Condition        Report By
 RF0125  HISTORY     - 1959     MONUMENTED       CGS
 RF0125
 RF0125                          STATION DESCRIPTION
 RF0125
 RF0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RF0125'3.4 MI NE FROM ISLAND FALLS.
 RF0125'3.35 MILES NORTHEAST ALONG THE BANGOR AND AROOSTOOK RAILROAD
 RF0125'FROM THE RAILROAD DEPOT AT ISLAND FALLS, ON TOP OF A 2 BY 2 FOOT
 RF0125'OUTCROP PROJECTING 6 INCHES ABOVE THE GROUND, 1.0 MILE SOUTHWEST
 RF0125'OF A FARM ROAD CROSSING, 30 RAILS EAST OF MILE POST NO. 143,
 RF0125'18.1 FEET SOUTH OF SOUTH RAIL, AT THE OUTSIDE OF A CURVE, 1 FOOT
 RF0125'ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0724 ***********************************************************************
 PE0724  DESIGNATION -  K 14
 PE0724  PID         -  PE0724
 PE0724  STATE/COUNTY-  ME/PENOBSCOT
 PE0724  USGS QUAD   -  NEWPORT (1982)
 PE0724
 PE0724                         *CURRENT SURVEY CONTROL
 PE0724  ___________________________________________________________________
 PE0724* NAD 83(1986)-  44 50 03.     (N)    069 16 25.     (W)     SCALED    
 PE0724* NAVD 88     -        61.323  (meters)     201.19   (feet)  ADJUSTED  
 PE0724  ___________________________________________________________________
 PE0724  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 PE0724  DYNAMIC HT  -          61.321 (meters)     201.18  (feet)  COMP
 PE0724  MODELED GRAV-     980,576.1   (mgal)                       NAVD 88
 PE0724
 PE0724  VERT ORDER  -  FIRST     CLASS I
 PE0724
 PE0724.The horizontal coordinates were scaled from a topographic map and have
 PE0724.an estimated accuracy of +/- 6 seconds.
 PE0724
 PE0724.The orthometric height was determined by differential leveling
 PE0724.and adjusted by the National Geodetic Survey in June 1991..
 PE0724
 PE0724.The geoid height was determined by GEOID03.
 PE0724
 PE0724.The dynamic height is computed by dividing the NAVD 88
 PE0724.geopotential number by the normal gravity value computed on the
 PE0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0724.degrees latitude (g = 980.6199 gals.).
 PE0724
 PE0724.The modeled gravity was interpolated from observed gravity values.
 PE0724
 PE0724;                    North         East    Units  Estimated Accuracy
 PE0724;SPC ME E     -   130,010.      238,830.      MT  (+/- 180 meters Scaled)
 PE0724
 PE0724                          SUPERSEDED SURVEY CONTROL
 PE0724
 PE0724  NGVD 29 (??/??/92)   61.545  (m)          201.92   (f) ADJ UNCH    1 1
 PE0724
 PE0724.Superseded values are not recommended for survey control.
 PE0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0724.See file dsdata.txt to determine how the superseded data were derived.
 PE0724
 PE0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK783645(NAD 83)
 PE0724_MARKER: DB = BENCH MARK DISK
 PE0724_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE0724_SP_SET: CULVERT
 PE0724_STAMPING: K 14 1927 201.919
 PE0724_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE0724
 PE0724  HISTORY     - Date     Condition        Report By
 PE0724  HISTORY     - 1927     MONUMENTED       CGS
 PE0724  HISTORY     - 1966     GOOD             NGS
 PE0724  HISTORY     - 1989     GOOD             USPSQD
 PE0724
 PE0724                          STATION DESCRIPTION
 PE0724
 PE0724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0724'AT NEWPORT.
 PE0724'AT NEWPORT, ALONG THE MAINE CENTRAL RAILROAD, ABOUT 100 YARDS
 PE0724'EAST OF THE EAST END OF THE STATION, 78 FEET WEST OF THE WEST
 PE0724'END OF RAILROAD BRIDGE OVER THE EAST BRANCH OF THE SEBASTICOOK
 PE0724'RIVER, IN THE TOP OF THE WEST END OF THE NORTH CONCRETE HEAD
 PE0724'WALL FOR AN ABANDONED BOX CULVERT, 5.0 FEET NORTH OF THE NORTH
 PE0724'RAIL, AND ABOUT 0.5 FOOT BELOW THE LEVEL OF THE TRACK.
 PE0724
 PE0724                          STATION RECOVERY (1989)
 PE0724
 PE0724'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELG)
 PE0724'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0305 ***********************************************************************
 PE0305  DESIGNATION -  K 14
 PE0305  PID         -  PE0305
 PE0305  STATE/COUNTY-  ME/HANCOCK
 PE0305  USGS QUAD   -  SOUTHWEST HARBOR (1983)
 PE0305
 PE0305                         *CURRENT SURVEY CONTROL
 PE0305  ___________________________________________________________________
 PE0305* NAD 83(1986)-  44 15 08.     (N)    068 21 20.     (W)     SCALED    
 PE0305* NAVD 88     -        13.268  (meters)      43.53   (feet)  ADJUSTED  
 PE0305  ___________________________________________________________________
 PE0305  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 PE0305  DYNAMIC HT  -          13.267 (meters)      43.53  (feet)  COMP
 PE0305  MODELED GRAV-     980,544.6   (mgal)                       NAVD 88
 PE0305
 PE0305  VERT ORDER  -  SECOND    CLASS 0
 PE0305
 PE0305.The horizontal coordinates were scaled from a topographic map and have
 PE0305.an estimated accuracy of +/- 6 seconds.
 PE0305
 PE0305.The orthometric height was determined by differential leveling
 PE0305.and adjusted by the National Geodetic Survey in June 1991..
 PE0305
 PE0305.The geoid height was determined by GEOID03.
 PE0305
 PE0305.The dynamic height is computed by dividing the NAVD 88
 PE0305.geopotential number by the normal gravity value computed on the
 PE0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0305.degrees latitude (g = 980.6199 gals.).
 PE0305
 PE0305.The modeled gravity was interpolated from observed gravity values.
 PE0305
 PE0305;                    North         East    Units  Estimated Accuracy
 PE0305;SPC ME E     -    65,070.      311,540.      MT  (+/- 180 meters Scaled)
 PE0305
 PE0305                          SUPERSEDED SURVEY CONTROL
 PE0305
 PE0305  NGVD 29 (??/??/92)   13.459  (m)           44.16   (f) ADJ UNCH    2 0
 PE0305
 PE0305.Superseded values are not recommended for survey control.
 PE0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0305.See file dsdata.txt to determine how the superseded data were derived.
 PE0305
 PE0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK514000(NAD 83)
 PE0305_MARKER: DD = SURVEY DISK
 PE0305_SETTING: 66 = SET IN ROCK OUTCROP
 PE0305_SP_SET: ROCK OUTCROP
 PE0305_STAMPING: K 14 1934 44
 PE0305_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0305+STABILITY: POSITION/ELEVATION WELL
 PE0305
 PE0305  HISTORY     - Date     Condition        Report By
 PE0305  HISTORY     - 1934     MONUMENTED       USGS
 PE0305  HISTORY     - 1962     GOOD             NGS
 PE0305
 PE0305                          STATION DESCRIPTION
 PE0305
 PE0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PE0305'0.3 MI W FROM TREMONT.
 PE0305'0.3 MILE WEST ON STATE HIGHWAY 102 FROM THE TREMONT CONSOLIDATED
 PE0305'SCHOOL OR 2.9 MILES SOUTH AND SOUTHWEST ON HIGHWAY 102 FROM THE
 PE0305'POST OFFICE AT SOUTHWEST HARBOR.  SET IN A DRILL HOLE IN THE
 PE0305'TOP OF A ROCK OUTCROP IN THE YARD OF A RESIDENCE, 400 FEET WEST
 PE0305'OF THE TREMONT CHURCH, 72 FEET WEST OF THE WEST CORNER OF HOUSE,
 PE0305'66 FEET NORTHEAST OF THE CENTER LINE OF HIGHWAY 102, 4 FEET SOUTH
 PE0305'OF THE HIGHEST POINT ON THE ROCK AND 3 FEET ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0266 ***********************************************************************
 PE0266  DESIGNATION -  K 144
 PE0266  PID         -  PE0266
 PE0266  STATE/COUNTY-  ME/HANCOCK
 PE0266  USGS QUAD   -  SALSBURY COVE (1981)
 PE0266
 PE0266                         *CURRENT SURVEY CONTROL
 PE0266  ___________________________________________________________________
 PE0266* NAD 83(1986)-  44 26 19.     (N)    068 22 16.     (W)     SCALED    
 PE0266* NAVD 88     -        19.224  (meters)      63.07   (feet)  ADJUSTED  
 PE0266  ___________________________________________________________________
 PE0266  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 PE0266  DYNAMIC HT  -          19.223 (meters)      63.07  (feet)  COMP
 PE0266  MODELED GRAV-     980,567.2   (mgal)                       NAVD 88
 PE0266
 PE0266  VERT ORDER  -  SECOND    CLASS 0
 PE0266
 PE0266.The horizontal coordinates were scaled from a topographic map and have
 PE0266.an estimated accuracy of +/- 6 seconds.
 PE0266
 PE0266.The orthometric height was determined by differential leveling
 PE0266.and adjusted by the National Geodetic Survey in June 1991..
 PE0266
 PE0266.The geoid height was determined by GEOID03.
 PE0266
 PE0266.The dynamic height is computed by dividing the NAVD 88
 PE0266.geopotential number by the normal gravity value computed on the
 PE0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0266.degrees latitude (g = 980.6199 gals.).
 PE0266
 PE0266.The modeled gravity was interpolated from observed gravity values.
 PE0266
 PE0266;                    North         East    Units  Estimated Accuracy
 PE0266;SPC ME E     -    85,770.      310,260.      MT  (+/- 180 meters Scaled)
 PE0266
 PE0266                          SUPERSEDED SURVEY CONTROL
 PE0266
 PE0266  NGVD 29 (??/??/92)   19.416  (m)           63.70   (f) ADJ UNCH    2 0
 PE0266
 PE0266.Superseded values are not recommended for survey control.
 PE0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0266.See file dsdata.txt to determine how the superseded data were derived.
 PE0266
 PE0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK500207(NAD 83)
 PE0266_MARKER: DB = BENCH MARK DISK
 PE0266_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE0266_SP_SET: BUILDING FOUNDATION
 PE0266_STAMPING: K 144 1962
 PE0266_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0266
 PE0266  HISTORY     - Date     Condition        Report By
 PE0266  HISTORY     - 1962     MONUMENTED       CGS
 PE0266  HISTORY     - 1965     GOOD             NGS
 PE0266  HISTORY     - 1975     GOOD             NGS
 PE0266
 PE0266                          STATION DESCRIPTION
 PE0266
 PE0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 PE0266'8.7 MI S FROM ELLSWORTH.
 PE0266'1.3 MILES EAST AND SOUTH FROM THE ELLSWORTH POST OFFICE ON
 PE0266'U.S. HIGHWAY 1 AND STATE HIGHWAY 3 TO THE TRIANGLE, THENCE SOUTH
 PE0266'ON STATE HIGHWAY 3 FOR 7.4 MILES TO THE GRANGE HALL AND THE MARK
 PE0266'ON THE LEFT.  SET VERTICALLY IN THE WEST CONCRETE FOUNDATION,
 PE0266'AT THE SOUTHWEST CORNER OF THE GRANGE HALL AT TRENTON, 129
 PE0266'FEET NORTHWEST OF THE INTERSECTION OF STATE HIGHWAYS 3 AND
 PE0266'230, 72 FEET EAST OF THE CENTER OF HIGHWAY 3, 18 FEET SOUTH OF
 PE0266'THE DOUBLE FRONT DOORS OF THE BUILDING AND 10 INCHES ABOVE THE
 PE0266'GROUND.  (IT IS ALSO 0.65 MILE NORTH OF THE NARROWS BRIDGE.)
 PE0266
 PE0266                          STATION RECOVERY (1975)
 PE0266
 PE0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 PE0266'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0316 ***********************************************************************
 PE0316  DESIGNATION -  K 145
 PE0316  PID         -  PE0316
 PE0316  STATE/COUNTY-  ME/HANCOCK
 PE0316  USGS QUAD   -  BARTLETT ISLAND (1981)
 PE0316
 PE0316                         *CURRENT SURVEY CONTROL
 PE0316  ___________________________________________________________________
 PE0316* NAD 83(1986)-  44 17 48.     (N)    068 24 10.     (W)     SCALED    
 PE0316* NAVD 88     -        21.451  (meters)      70.38   (feet)  ADJUSTED  
 PE0316  ___________________________________________________________________
 PE0316  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 PE0316  DYNAMIC HT  -          21.449 (meters)      70.37  (feet)  COMP
 PE0316  MODELED GRAV-     980,559.3   (mgal)                       NAVD 88
 PE0316
 PE0316  VERT ORDER  -  SECOND    CLASS 0
 PE0316
 PE0316.The horizontal coordinates were scaled from a topographic map and have
 PE0316.an estimated accuracy of +/- 6 seconds.
 PE0316
 PE0316.The orthometric height was determined by differential leveling
 PE0316.and adjusted by the National Geodetic Survey in June 1991..
 PE0316
 PE0316.The geoid height was determined by GEOID03.
 PE0316
 PE0316.The dynamic height is computed by dividing the NAVD 88
 PE0316.geopotential number by the normal gravity value computed on the
 PE0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0316.degrees latitude (g = 980.6199 gals.).
 PE0316
 PE0316.The modeled gravity was interpolated from observed gravity values.
 PE0316
 PE0316;                    North         East    Units  Estimated Accuracy
 PE0316;SPC ME E     -    70,000.      307,760.      MT  (+/- 180 meters Scaled)
 PE0316
 PE0316                          SUPERSEDED SURVEY CONTROL
 PE0316
 PE0316  NGVD 29 (??/??/92)   21.642  (m)           71.00   (f) ADJ UNCH    2 0
 PE0316
 PE0316.Superseded values are not recommended for survey control.
 PE0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0316.See file dsdata.txt to determine how the superseded data were derived.
 PE0316
 PE0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK476049(NAD 83)
 PE0316_MARKER: DB = BENCH MARK DISK
 PE0316_SETTING: 80 = SET IN A BOULDER
 PE0316_SP_SET: BOULDER
 PE0316_STAMPING: K 145 1962
 PE0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0316+STABILITY: SURFACE MOTION
 PE0316
 PE0316  HISTORY     - Date     Condition        Report By
 PE0316  HISTORY     - 1962     MONUMENTED       CGS
 PE0316  HISTORY     - 1987     GOOD             USPSQD
 PE0316
 PE0316                          STATION DESCRIPTION
 PE0316
 PE0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PE0316'7.2 MI SW FROM SOMESVILLE.
 PE0316'7.2 MILES SOUTHWEST ON STATE HIGHWAY 102 FROM THE GRADE SCHOOL
 PE0316'AT SOMESVILLE OR 2.45 MILES NORTHWEST ON HIGHWAY 102 FROM THE
 PE0316'WEST TREMONT METHODIST CHURCH IN WEST TREMONT.  SET VERTICALLY IN
 PE0316'THE WEST FACE OF A 3 BY 10 FOOT BOULDER, PROJECTING 4 FEET ABOVE
 PE0316'THE GROUND.  72 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 PE0316'TREMONT BAPTIST CHURCH, 27 FEET EAST OF THE CENTER LINE OF THE
 PE0316'HIGHWAY AND 1.5 FEET ABOVE THE GROUND.
 PE0316
 PE0316                          STATION RECOVERY (1987)
 PE0316
 PE0316'RECOVERY NOTE BY US POWER SQUADRON 1987 (ELG)
 PE0316'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0339 ***********************************************************************
 PE0339  DESIGNATION -  K 146
 PE0339  PID         -  PE0339
 PE0339  STATE/COUNTY-  ME/HANCOCK
 PE0339  USGS QUAD   -  BLUE HILL (1981)
 PE0339
 PE0339                         *CURRENT SURVEY CONTROL
 PE0339  ___________________________________________________________________
 PE0339* NAD 83(1986)-  44 26 09.     (N)    068 34 19.     (W)     SCALED    
 PE0339* NAVD 88     -        86.744  (meters)     284.59   (feet)  ADJUSTED  
 PE0339  ___________________________________________________________________
 PE0339  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 PE0339  DYNAMIC HT  -          86.736 (meters)     284.57  (feet)  COMP
 PE0339  MODELED GRAV-     980,529.0   (mgal)                       NAVD 88
 PE0339
 PE0339  VERT ORDER  -  SECOND    CLASS 0
 PE0339
 PE0339.The horizontal coordinates were scaled from a topographic map and have
 PE0339.an estimated accuracy of +/- 6 seconds.
 PE0339
 PE0339.The orthometric height was determined by differential leveling
 PE0339.and adjusted by the National Geodetic Survey in June 1991..
 PE0339
 PE0339.The geoid height was determined by GEOID03.
 PE0339
 PE0339.The dynamic height is computed by dividing the NAVD 88
 PE0339.geopotential number by the normal gravity value computed on the
 PE0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0339.degrees latitude (g = 980.6199 gals.).
 PE0339
 PE0339.The modeled gravity was interpolated from observed gravity values.
 PE0339
 PE0339;                    North         East    Units  Estimated Accuracy
 PE0339;SPC ME E     -    85,460.      294,270.      MT  (+/- 180 meters Scaled)
 PE0339
 PE0339                          SUPERSEDED SURVEY CONTROL
 PE0339
 PE0339  NGVD 29 (??/??/92)   86.933  (m)          285.21   (f) ADJ UNCH    2 0
 PE0339
 PE0339.Superseded values are not recommended for survey control.
 PE0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0339.See file dsdata.txt to determine how the superseded data were derived.
 PE0339
 PE0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK340203(NAD 83)
 PE0339_MARKER: DB = BENCH MARK DISK
 PE0339_SETTING: 66 = SET IN ROCK OUTCROP
 PE0339_SP_SET: ROCK OUTCROP
 PE0339_STAMPING: K 146 1962
 PE0339_MARK LOGO: CGS   
 PE0339_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE0339_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0339+STABILITY: POSITION/ELEVATION WELL
 PE0339_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PE0339+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2000
 PE0339
 PE0339  HISTORY     - Date     Condition        Report By
 PE0339  HISTORY     - 1962     MONUMENTED       CGS
 PE0339  HISTORY     - 1967     GOOD             NGS
 PE0339  HISTORY     - 1984     GOOD             USPSQD
 PE0339  HISTORY     - 20001003 GOOD             NGS
 PE0339
 PE0339                          STATION DESCRIPTION
 PE0339
 PE0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PE0339'1.8 MI NE FROM BLUE HILL.
 PE0339'ABOUT 1.75 MILES NORTHEAST ALONG STATE HIGHWAY 172 FROM THE POST
 PE0339'OFFICE IN BLUE HILL, SET IN THE TOP CENTER OF A 2 X 2 FOOT
 PE0339'OUTCROP FLUSH WITH THE GROUND, 78 FEET NORTHWEST OF THE CENTER
 PE0339'OF THE HIGHWAY, 44 FEET NORTHEAST OF THE NORTH CORNER OF A ONE
 PE0339'STORY FRAME HOUSE, 6.5 FEET NORTH OF THE CENTER OF A LARGE
 PE0339'BOULDER THAT PROJECTS 3 FEET, 27 FEET NORTH OF THE CENTER OF A
 PE0339'VERY LARGE BOULDER THAT PROJECTS 7 FEET AND 6 FEET WEST OF A
 PE0339'SMALL SHED OR PUMPHOUSE.
 PE0339
 PE0339                          STATION RECOVERY (1984)
 PE0339
 PE0339'RECOVERY NOTE BY US POWER SQUADRON 1984
 PE0339'ADDITIONAL: THE HOUSE IS NOW ABANDONED AND THE LARGE BOULDER (RISING
 PE0339'AT LEAST 7 FT. ABOVE THE LEVEL GROUND) IS SPLIT IN TWO.
 PE0339
 PE0339                          STATION RECOVERY (2000)
 PE0339
 PE0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 PE0339'0.2 KM (0.10 MI) NORTHEASTERLY ALONG STATE HIGHWAY 176 FROM THE POST
 PE0339'OFFICE IN BLUE HILL, THENCE 2.5 KM (1.55 MI) NORTHERLY ALONG STATE
 PE0339'HIGHWAY 172, NEAR THE CENTER OF A 3 BY-3 FOOT EXPOSED ROCK OUTCROP,
 PE0339'22.5 M (73.8 FT) WEST OF THE HIGHWAY CENTERLINE, 13.5 M (44.3 FT)
 PE0339'NORTHEAST OF THE NORTHEAST CORNER OF A SMALL BUILDING (ABANDONED), AND
 PE0339'0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE MARK IS FLUSH
 PE0339'WITH THE GROUND SURFACE.  NOTE--THE PROPERTY OWNER COULD NOT BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0260 ***********************************************************************
 PD0260  DESIGNATION -  K 147
 PD0260  PID         -  PD0260
 PD0260  STATE/COUNTY-  ME/WASHINGTON
 PD0260  USGS QUAD   -  PETIT MANAN POINT (1977)
 PD0260
 PD0260                         *CURRENT SURVEY CONTROL
 PD0260  ___________________________________________________________________
 PD0260* NAD 83(1986)-  44 29 08.     (N)    067 57 43.     (W)     SCALED    
 PD0260* NAVD 88     -        28.885  (meters)      94.77   (feet)  ADJUSTED  
 PD0260  ___________________________________________________________________
 PD0260  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 PD0260  DYNAMIC HT  -          28.884 (meters)      94.76  (feet)  COMP
 PD0260  MODELED GRAV-     980,565.9   (mgal)                       NAVD 88
 PD0260
 PD0260  VERT ORDER  -  SECOND    CLASS 0
 PD0260
 PD0260.The horizontal coordinates were scaled from a topographic map and have
 PD0260.an estimated accuracy of +/- 6 seconds.
 PD0260
 PD0260.The orthometric height was determined by differential leveling
 PD0260.and adjusted by the National Geodetic Survey in June 1991..
 PD0260
 PD0260.The geoid height was determined by GEOID03.
 PD0260
 PD0260.The dynamic height is computed by dividing the NAVD 88
 PD0260.geopotential number by the normal gravity value computed on the
 PD0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0260.degrees latitude (g = 980.6199 gals.).
 PD0260
 PD0260.The modeled gravity was interpolated from observed gravity values.
 PD0260
 PD0260;                    North         East    Units  Estimated Accuracy
 PD0260;SPC ME E     -    91,120.      342,800.      MT  (+/- 180 meters Scaled)
 PD0260
 PD0260                          SUPERSEDED SURVEY CONTROL
 PD0260
 PD0260  NGVD 29 (??/??/92)   29.089  (m)           95.44   (f) ADJ UNCH    2 0
 PD0260
 PD0260.Superseded values are not recommended for survey control.
 PD0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0260.See file dsdata.txt to determine how the superseded data were derived.
 PD0260
 PD0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK825263(NAD 83)
 PD0260_MARKER: DB = BENCH MARK DISK
 PD0260_SETTING: 66 = SET IN ROCK OUTCROP
 PD0260_SP_SET: BEDROCK
 PD0260_STAMPING: K 147 1962
 PD0260_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0260+STABILITY: POSITION/ELEVATION WELL
 PD0260
 PD0260  HISTORY     - Date     Condition        Report By
 PD0260  HISTORY     - 1962     MONUMENTED       CGS
 PD0260
 PD0260                          STATION DESCRIPTION
 PD0260
 PD0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PD0260'1.9 MI S FROM STEUBEN.
 PD0260'1.9 MILES SOUTH ALONG A BLACK TOP ROAD FROM THE TOWN PARK AT
 PD0260'STEUBEN, SET ON TOP AND ABOUT IN THE CENTER OF A 2-BY-2-FOOT
 PD0260'BEDROCK THAT IS FLUSH WITH THE GROUND, 72 FEET EAST OF THE CENTER
 PD0260'LINE OF THE ROAD, 48 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 PD0260'LARGE TWO-STORIED WHITE HOUSE, 36 FEET NORTHEAST OF THE NORTHWEST
 PD0260'CORNER OF A TWO DOOR GARAGE AND ABOUT 4 FEET ABOVE THE LEVEL OF
 PD0260'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0428 ***********************************************************************
 PD0428  DESIGNATION -  K 148
 PD0428  PID         -  PD0428
 PD0428  STATE/COUNTY-  ME/WASHINGTON
 PD0428  USGS QUAD   -  ADDISON (1975)
 PD0428
 PD0428                         *CURRENT SURVEY CONTROL
 PD0428  ___________________________________________________________________
 PD0428* NAD 83(1986)-  44 35 30.     (N)    067 39 45.     (W)     SCALED    
 PD0428* NAVD 88     -        49.196  (meters)     161.40   (feet)  ADJUSTED  
 PD0428  ___________________________________________________________________
 PD0428  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 PD0428  DYNAMIC HT  -          49.195 (meters)     161.40  (feet)  COMP
 PD0428  MODELED GRAV-     980,588.3   (mgal)                       NAVD 88
 PD0428
 PD0428  VERT ORDER  -  SECOND    CLASS 0
 PD0428
 PD0428.The horizontal coordinates were scaled from a topographic map and have
 PD0428.an estimated accuracy of +/- 6 seconds.
 PD0428
 PD0428.The orthometric height was determined by differential leveling
 PD0428.and adjusted by the National Geodetic Survey in June 1991..
 PD0428
 PD0428.The geoid height was determined by GEOID03.
 PD0428
 PD0428.The dynamic height is computed by dividing the NAVD 88
 PD0428.geopotential number by the normal gravity value computed on the
 PD0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0428.degrees latitude (g = 980.6199 gals.).
 PD0428
 PD0428.The modeled gravity was interpolated from observed gravity values.
 PD0428
 PD0428;                    North         East    Units  Estimated Accuracy
 PD0428;SPC ME E     -   103,110.      366,500.      MT  (+/- 180 meters Scaled)
 PD0428
 PD0428                          SUPERSEDED SURVEY CONTROL
 PD0428
 PD0428  NGVD 29 (??/??/92)   49.410  (m)          162.11   (f) ADJ UNCH    2 0
 PD0428
 PD0428.Superseded values are not recommended for survey control.
 PD0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0428.See file dsdata.txt to determine how the superseded data were derived.
 PD0428
 PD0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK061384(NAD 83)
 PD0428_MARKER: DB = BENCH MARK DISK
 PD0428_SETTING: 66 = SET IN ROCK OUTCROP
 PD0428_SP_SET: BEDROCK
 PD0428_STAMPING: K 148 1962
 PD0428_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0428+STABILITY: POSITION/ELEVATION WELL
 PD0428
 PD0428  HISTORY     - Date     Condition        Report By
 PD0428  HISTORY     - 1962     MONUMENTED       CGS
 PD0428
 PD0428                          STATION DESCRIPTION
 PD0428
 PD0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PD0428'1.7 MI NW FROM INDIAN RIVER.
 PD0428'1.7 MILES NORTHWEST ALONG STATE HIGHWAY 187 FROM THE CONCRETE
 PD0428'BRIDGE OVER INDIAN RIVER AT INDIAN RIVER, 5.2 MILES SOUTHEAST
 PD0428'ALONG STATE HIGHWAY 187 FROM ITS JUNCTION WITH U.S. HIGHWAY 1
 PD0428'AT COLUMBIA FALLS, AT BRYANT CORNER, NEAR THE JUNCTION OF A
 PD0428'GRAVELROAD LEADING NORTHEAST, SET ON THE HIGHEST POINT OF
 PD0428'EXPOSED BEDROCK IN THE VICINITY, 101 FEET EAST OF THE CENTER
 PD0428'LINE OF THE HIGHWAY, 98.6 FEET NORTHWEST OF THE NORTHEAST CORNER
 PD0428'OF A FRAME HOUSE, 102 FEET NORTH OF THE NORTHWEST CORNER OF A
 PD0428'FRAME HOUSE AND ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0431 ***********************************************************************
 PD0431  DESIGNATION -  K 149
 PD0431  PID         -  PD0431
 PD0431  STATE/COUNTY-  ME/WASHINGTON
 PD0431  USGS QUAD   -  ADDISON (1975)
 PD0431
 PD0431                         *CURRENT SURVEY CONTROL
 PD0431  ___________________________________________________________________
 PD0431* NAD 83(1986)-  44 36 34.     (N)    067 38 13.     (W)     SCALED    
 PD0431* NAVD 88     -        24.698  (meters)      81.03   (feet)  ADJUSTED  
 PD0431  ___________________________________________________________________
 PD0431  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 PD0431  DYNAMIC HT  -          24.697 (meters)      81.03  (feet)  COMP
 PD0431  MODELED GRAV-     980,585.8   (mgal)                       NAVD 88
 PD0431
 PD0431  VERT ORDER  -  SECOND    CLASS 0
 PD0431
 PD0431.The horizontal coordinates were scaled from a topographic map and have
 PD0431.an estimated accuracy of +/- 6 seconds.
 PD0431
 PD0431.The orthometric height was determined by differential leveling
 PD0431.and adjusted by the National Geodetic Survey in June 1991..
 PD0431
 PD0431.The geoid height was determined by GEOID03.
 PD0431
 PD0431.The dynamic height is computed by dividing the NAVD 88
 PD0431.geopotential number by the normal gravity value computed on the
 PD0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0431.degrees latitude (g = 980.6199 gals.).
 PD0431
 PD0431.The modeled gravity was interpolated from observed gravity values.
 PD0431
 PD0431;                    North         East    Units  Estimated Accuracy
 PD0431;SPC ME E     -   105,110.      368,500.      MT  (+/- 180 meters Scaled)
 PD0431
 PD0431                          SUPERSEDED SURVEY CONTROL
 PD0431
 PD0431  NGVD 29 (??/??/92)   24.911  (m)           81.73   (f) ADJ UNCH    2 0
 PD0431
 PD0431.Superseded values are not recommended for survey control.
 PD0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0431.See file dsdata.txt to determine how the superseded data were derived.
 PD0431
 PD0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK081404(NAD 83)
 PD0431_MARKER: DB = BENCH MARK DISK
 PD0431_SETTING: 66 = SET IN ROCK OUTCROP
 PD0431_SP_SET: BEDROCK
 PD0431_STAMPING: K 149 1962
 PD0431_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0431+STABILITY: POSITION/ELEVATION WELL
 PD0431
 PD0431  HISTORY     - Date     Condition        Report By
 PD0431  HISTORY     - 1962     MONUMENTED       CGS
 PD0431
 PD0431                          STATION DESCRIPTION
 PD0431
 PD0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PD0431'3.8 MI NE FROM INDIAN RIVER.
 PD0431'1.7 MILES NORTHWEST ALONG STATE HIGHWAY 187 FROM THE CONCRETE
 PD0431'BRIDGE OVER INDIAN RIVER AT INDIAN RIVER, THENCE 2.1 MILES
 PD0431'NORTHEAST ALONG A GRAVEL ROAD, 0.2 MILE EAST OF A WOODEN BRIDGE
 PD0431'OVER THE INDIAN RIVER, SET ON THE TOP AND AT ABOUT THE HIGHEST
 PD0431'PART OF A 6-BY 2-FOOT EXPOSED BEDROCK PROJECTING 6 INCHES ABOVE
 PD0431'THE LEVEL OF THE GROUND, 74 FEET NORTH OF THE CENTER LINE OF THE
 PD0431'ROAD, 63 FEET WEST OF A TRAIL LEADING NORTH, 51 FEET NORTHEAST OF
 PD0431'A LONE 24-INCH PINE TREE WITH A METAL SIGN, AND ABOUT LEVEL WITH
 PD0431'THE ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0790 ***********************************************************************
 PE0790  DESIGNATION -  K 15
 PE0790  PID         -  PE0790
 PE0790  STATE/COUNTY-  ME/WALDO
 PE0790  USGS QUAD   -  UNITY (1982)
 PE0790
 PE0790                         *CURRENT SURVEY CONTROL
 PE0790  ___________________________________________________________________
 PE0790* NAD 83(1986)-  44 36 52.     (N)    069 19 22.     (W)     SCALED    
 PE0790* NAVD 88     -        70.072  (meters)     229.89   (feet)  ADJUSTED  
 PE0790  ___________________________________________________________________
 PE0790  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 PE0790  DYNAMIC HT  -          70.067 (meters)     229.88  (feet)  COMP
 PE0790  MODELED GRAV-     980,552.6   (mgal)                       NAVD 88
 PE0790
 PE0790  VERT ORDER  -  SECOND    CLASS 0
 PE0790
 PE0790.The horizontal coordinates were scaled from a topographic map and have
 PE0790.an estimated accuracy of +/- 6 seconds.
 PE0790
 PE0790.The orthometric height was determined by differential leveling
 PE0790.and adjusted by the National Geodetic Survey in June 1991..
 PE0790
 PE0790.The geoid height was determined by GEOID03.
 PE0790
 PE0790.The dynamic height is computed by dividing the NAVD 88
 PE0790.geopotential number by the normal gravity value computed on the
 PE0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0790.degrees latitude (g = 980.6199 gals.).
 PE0790
 PE0790.The modeled gravity was interpolated from observed gravity values.
 PE0790
 PE0790;                    North         East    Units  Estimated Accuracy
 PE0790;SPC ME E     -   105,630.      234,700.      MT  (+/- 180 meters Scaled)
 PE0790
 PE0790                          SUPERSEDED SURVEY CONTROL
 PE0790
 PE0790  NGVD 29 (??/??/92)   70.287  (m)          230.60   (f) ADJ UNCH    2 0
 PE0790
 PE0790.Superseded values are not recommended for survey control.
 PE0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0790.See file dsdata.txt to determine how the superseded data were derived.
 PE0790
 PE0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK743401(NAD 83)
 PE0790_MARKER: DD = SURVEY DISK
 PE0790_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE0790_SP_SET: FOUNDATION
 PE0790_STAMPING: K 15 1923 ME 231 FT
 PE0790_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0790
 PE0790  HISTORY     - Date     Condition        Report By
 PE0790  HISTORY     - 1923     MONUMENTED       USGS
 PE0790  HISTORY     - 1935     GOOD             NGS
 PE0790  HISTORY     - 1935     GOOD             NGS
 PE0790
 PE0790                          STATION DESCRIPTION
 PE0790
 PE0790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PE0790'AT UNITY.
 PE0790'AT UNITY, WALDO COUNTY, ABOUT 120 YARDS WEST OF THE BELFAST AND
 PE0790'MOOSEHEAD LAKE RAILROAD STATION, IN THE NORTHWEST CORNER OF THE
 PE0790'CONCRETE FOUNDATION OF THE DR. SOULE DENTIST OFFICE (FORMERLY THE
 PE0790'WALDO TRUST CO. BUILDING), 8 INCHES EAST OF THE WEST SIDE OF THE
 PE0790'BUILDING, 30 FEET SOUTH OF THE CENTER LINE OF A STREET, AND ABOUT
 PE0790'1 FOOT ABOVE GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 PE0790'DISK, STAMPED K 15 1923 ME 231 FT.
 PE0790
 PE0790                          STATION RECOVERY (1935)
 PE0790
 PE0790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 PE0790'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1123 ***********************************************************************
 PE1123  DESIGNATION -  K 15
 PE1123  PID         -  PE1123
 PE1123  STATE/COUNTY-  ME/KENNEBEC
 PE1123  USGS QUAD   -  WINTHROP (1980)
 PE1123
 PE1123                         *CURRENT SURVEY CONTROL
 PE1123  ___________________________________________________________________
 PE1123* NAD 83(1986)-  44 19 44.     (N)    069 58 05.     (W)     SCALED    
 PE1123* NAVD 88     -        67.253  (meters)     220.65   (feet)  ADJUSTED  
 PE1123  ___________________________________________________________________
 PE1123  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 PE1123  DYNAMIC HT  -          67.247 (meters)     220.63  (feet)  COMP
 PE1123  MODELED GRAV-     980,535.1   (mgal)                       NAVD 88
 PE1123  OBS GRAVITY -     980,534.5   (mgal)                       GRAV_OBS
 PE1123
 PE1123  VERT ORDER  -  FIRST     CLASS I
 PE1123
 PE1123.The horizontal coordinates were scaled from a topographic map and have
 PE1123.an estimated accuracy of +/- 6 seconds.
 PE1123
 PE1123.The orthometric height was determined by differential leveling
 PE1123.and adjusted by the National Geodetic Survey in June 1991..
 PE1123.WARNING-Repeat measurements at this control monument indicate possible
 PE1123.vertical movement.
 PE1123
 PE1123.The geoid height was determined by GEOID03.
 PE1123
 PE1123.The dynamic height is computed by dividing the NAVD 88
 PE1123.geopotential number by the normal gravity value computed on the
 PE1123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1123.degrees latitude (g = 980.6199 gals.).
 PE1123
 PE1123.The modeled gravity was interpolated from observed gravity values.
 PE1123.The observed gravity was obtained from relative gravimeter ties
 PE1123.to the IGSN71 gravity network.
 PE1123
 PE1123;                    North         East    Units  Estimated Accuracy
 PE1123;SPC ME W     -   166,180.      915,840.      MT  (+/- 180 meters Scaled)
 PE1123
 PE1123                          SUPERSEDED SURVEY CONTROL
 PE1123
 PE1123  NGVD 29 (??/??/92)   67.444  (m)          221.27   (f) ADJ UNCH    1 1
 PE1123
 PE1123.Superseded values are not recommended for survey control.
 PE1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1123.See file dsdata.txt to determine how the superseded data were derived.
 PE1123
 PE1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK228088(NAD 83)
 PE1123_MARKER: DB = BENCH MARK DISK
 PE1123_SETTING: 80 = SET IN A BOULDER
 PE1123_SP_SET: BOULDER
 PE1123_STAMPING: K 15 1927 221.318
 PE1123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1123+STABILITY: SURFACE MOTION
 PE1123
 PE1123  HISTORY     - Date     Condition        Report By
 PE1123  HISTORY     - 1927     MONUMENTED       CGS
 PE1123  HISTORY     - 1966     GOOD             NGS
 PE1123  HISTORY     - 1978     GOOD             DOD
 PE1123
 PE1123                          STATION DESCRIPTION
 PE1123
 PE1123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE1123'1.8 MI N FROM WINTHROP.
 PE1123'ABOUT 1.75 MILES NORTH ALONG THE MAINE CENTRAL RAILROAD FROM
 PE1123'THE STATION AT WINTHROP, ABOUT 0.35 MILE NORTH OF MILEPOST
 PE1123'P58/V196, IN THE TOP OF A EMBEDDED BOULDER THAT THE EXPOSED
 PE1123'PORTION IS ABOUT 3-BY-4-FOOT, 21.0 FEET SOUTHEAST OF THE SOUTHEAST
 PE1123'RAIL, 35 FEET NORTHWEST OF THE NORTHWEST EDGE OF MARANACOOK
 PE1123'LAKE, 120 FEET NORTHEAST OF THE NORTHEAST END OF A CUT, AND
 PE1123'ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK.
 PE1123
 PE1123                          STATION RECOVERY (1978)
 PE1123
 PE1123'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE1123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0209 ***********************************************************************
 PD0209  DESIGNATION -  K 150
 PD0209  PID         -  PD0209
 PD0209  STATE/COUNTY-  ME/WASHINGTON
 PD0209  USGS QUAD   -  MACHIAS (1977)
 PD0209
 PD0209                         *CURRENT SURVEY CONTROL
 PD0209  ___________________________________________________________________
 PD0209* NAD 83(1986)-  44 40 11.     (N)    067 23 35.     (W)     SCALED    
 PD0209* NAVD 88     -        18.509  (meters)      60.72   (feet)  ADJUSTED  
 PD0209  ___________________________________________________________________
 PD0209  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 PD0209  DYNAMIC HT  -          18.509 (meters)      60.72  (feet)  COMP
 PD0209  MODELED GRAV-     980,595.3   (mgal)                       NAVD 88
 PD0209
 PD0209  VERT ORDER  -  SECOND    CLASS 0
 PD0209
 PD0209.The horizontal coordinates were scaled from a topographic map and have
 PD0209.an estimated accuracy of +/- 6 seconds.
 PD0209
 PD0209.The orthometric height was determined by differential leveling
 PD0209.and adjusted by the National Geodetic Survey in June 1991..
 PD0209
 PD0209.The geoid height was determined by GEOID03.
 PD0209
 PD0209.The dynamic height is computed by dividing the NAVD 88
 PD0209.geopotential number by the normal gravity value computed on the
 PD0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0209.degrees latitude (g = 980.6199 gals.).
 PD0209
 PD0209.The modeled gravity was interpolated from observed gravity values.
 PD0209
 PD0209;                    North         East    Units  Estimated Accuracy
 PD0209;SPC ME E     -   112,040.      387,770.      MT  (+/- 180 meters Scaled)
 PD0209
 PD0209                          SUPERSEDED SURVEY CONTROL
 PD0209
 PD0209  NGVD 29 (??/??/92)   18.717  (m)           61.41   (f) ADJ UNCH    2 0
 PD0209
 PD0209.Superseded values are not recommended for survey control.
 PD0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0209.See file dsdata.txt to determine how the superseded data were derived.
 PD0209
 PD0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK273475(NAD 83)
 PD0209_MARKER: DB = BENCH MARK DISK
 PD0209_SETTING: 80 = SET IN A BOULDER
 PD0209_SP_SET: BOULDER
 PD0209_STAMPING: K 150 1962
 PD0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0209+STABILITY: SURFACE MOTION
 PD0209
 PD0209  HISTORY     - Date     Condition        Report By
 PD0209  HISTORY     - 1962     MONUMENTED       CGS
 PD0209
 PD0209                          STATION DESCRIPTION
 PD0209
 PD0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PD0209'AT LARRABEE.
 PD0209'AT LARRABEE, ALONG STATE HIGHWAY 92, SET ON THE TOP OF A
 PD0209'5-BY-5-FOOT BURIED BOULDER WHICH PROJECTS 2 FEET ABOVE THE
 PD0209'LEVEL OF THE GROUND, 75 FEET WEST OF THE CENTER LINE OF THE
 PD0209'HIGHWAY, 64 FEET NORTHEAST OF THE NORTHEAST CORNER OF A FRAME
 PD0209'HOUSE, 56 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE BAY
 PD0209'VIEW CEMETERY, 18 FEET SOUTH OF THE FENCE ALONG THE SOUTH BORDER
 PD0209'OF THE CEMETERY, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0056 ***********************************************************************
 OB0056  DESIGNATION -  K 151
 OB0056  PID         -  OB0056
 OB0056  STATE/COUNTY-  ME/KNOX
 OB0056  USGS QUAD   -  TENANTS HARBOR (1973)
 OB0056
 OB0056                         *CURRENT SURVEY CONTROL
 OB0056  ___________________________________________________________________
 OB0056* NAD 83(1986)-  43 55 54.     (N)    069 14 37.     (W)     SCALED    
 OB0056* NAVD 88     -         2.878  (meters)       9.44   (feet)  ADJUSTED  
 OB0056  ___________________________________________________________________
 OB0056  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 OB0056  DYNAMIC HT  -           2.877 (meters)       9.44  (feet)  COMP
 OB0056  MODELED GRAV-     980,524.4   (mgal)                       NAVD 88
 OB0056
 OB0056  VERT ORDER  -  SECOND    CLASS 0
 OB0056
 OB0056.The horizontal coordinates were scaled from a topographic map and have
 OB0056.an estimated accuracy of +/- 6 seconds.
 OB0056
 OB0056.The orthometric height was determined by differential leveling
 OB0056.and adjusted by the National Geodetic Survey in June 1991..
 OB0056
 OB0056.The geoid height was determined by GEOID03.
 OB0056
 OB0056.The dynamic height is computed by dividing the NAVD 88
 OB0056.geopotential number by the normal gravity value computed on the
 OB0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0056.degrees latitude (g = 980.6199 gals.).
 OB0056
 OB0056.The modeled gravity was interpolated from observed gravity values.
 OB0056
 OB0056;                    North         East    Units  Estimated Accuracy
 OB0056;SPC ME E     -    29,710.      240,300.      MT  (+/- 180 meters Scaled)
 OB0056
 OB0056                          SUPERSEDED SURVEY CONTROL
 OB0056
 OB0056  NGVD 29 (??/??/92)    3.087  (m)           10.13   (f) ADJ UNCH    2 0
 OB0056
 OB0056.Superseded values are not recommended for survey control.
 OB0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0056.See file dsdata.txt to determine how the superseded data were derived.
 OB0056
 OB0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ804643(NAD 83)
 OB0056_MARKER: DB = BENCH MARK DISK
 OB0056_SETTING: 66 = SET IN ROCK OUTCROP
 OB0056_SP_SET: BEDROCK
 OB0056_STAMPING: K 151 1962
 OB0056_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0056+STABILITY: POSITION/ELEVATION WELL
 OB0056_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OB0056+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2005
 OB0056
 OB0056  HISTORY     - Date     Condition        Report By
 OB0056  HISTORY     - 1962     MONUMENTED       CGS
 OB0056  HISTORY     - 19950728 GOOD             USPSQD
 OB0056  HISTORY     - 20050717 GOOD             GEOCAC
 OB0056
 OB0056                          STATION DESCRIPTION
 OB0056
 OB0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OB0056'0.8 MI NE FROM PORT CLYDE.
 OB0056'ABOUT 0.8 MILE NORTHEAST ALONG STATE HIGHWAY 131 FROM THE PORT CLYDE
 OB0056'BAPTIST CHURCH AT PORT CLYDE, AT A COVE ABOUT 1 MILE NORTHEAST OF
 OB0056'MOSQUITO ISLAND, SET IN THE TOP OF A LARGE MASS OF BEDROCK, AT ABOUT
 OB0056'THE HIGHEST PART OF THE BEDROCK, 65 FEET SOUTHWEST OF THE CENTER LINE
 OB0056'OF THE HIGHWAY, 70 FEET SOUTHEAST OF POWER LINE POLE NO. 138 AND ABOUT
 OB0056'1 FOOT ABOVE THE LEVEL OF THE ROAD.
 OB0056
 OB0056                          STATION RECOVERY (1995)
 OB0056
 OB0056'RECOVERY NOTE BY US POWER SQUADRON 1995
 OB0056'RECOVERED IN GOOD CONDITION.
 OB0056
 OB0056                          STATION RECOVERY (2005)
 OB0056
 OB0056'RECOVERY NOTE BY GEOCACHING 2005 (NW)
 OB0056'RECOVERED AS DESCRIBED BUT COORDINATES (FROM MY GPS WITH ACCURACY OF
 OB0056'15 FEET) ARE N43 55.886 W069 14.596.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0874 ***********************************************************************
 PE0874  DESIGNATION -  K 152
 PE0874  PID         -  PE0874
 PE0874  STATE/COUNTY-  ME/LINCOLN
 PE0874  USGS QUAD   -  WALDOBORO EAST (1988)
 PE0874
 PE0874                         *CURRENT SURVEY CONTROL
 PE0874  ___________________________________________________________________
 PE0874* NAD 83(1986)-  44 06 17.     (N)    069 22 04.     (W)     SCALED    
 PE0874* NAVD 88     -        48.941  (meters)     160.57   (feet)  ADJUSTED  
 PE0874  ___________________________________________________________________
 PE0874  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 PE0874  DYNAMIC HT  -          48.936 (meters)     160.55  (feet)  COMP
 PE0874  MODELED GRAV-     980,515.6   (mgal)                       NAVD 88
 PE0874
 PE0874  VERT ORDER  -  SECOND    CLASS 0
 PE0874
 PE0874.The horizontal coordinates were scaled from a topographic map and have
 PE0874.an estimated accuracy of +/- 6 seconds.
 PE0874
 PE0874.The orthometric height was determined by differential leveling
 PE0874.and adjusted by the National Geodetic Survey in June 1991..
 PE0874
 PE0874.The geoid height was determined by GEOID03.
 PE0874
 PE0874.The dynamic height is computed by dividing the NAVD 88
 PE0874.geopotential number by the normal gravity value computed on the
 PE0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0874.degrees latitude (g = 980.6199 gals.).
 PE0874
 PE0874.The modeled gravity was interpolated from observed gravity values.
 PE0874
 PE0874;                    North         East    Units  Estimated Accuracy
 PE0874;SPC ME W     -   141,560.      963,960.      MT  (+/- 180 meters Scaled)
 PE0874
 PE0874                          SUPERSEDED SURVEY CONTROL
 PE0874
 PE0874  NGVD 29 (??/??/92)   49.148  (m)          161.25   (f) ADJ UNCH    2 0
 PE0874
 PE0874.Superseded values are not recommended for survey control.
 PE0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0874.See file dsdata.txt to determine how the superseded data were derived.
 PE0874
 PE0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ705835(NAD 83)
 PE0874_MARKER: DB = BENCH MARK DISK
 PE0874_SETTING: 66 = SET IN ROCK OUTCROP
 PE0874_SP_SET: BEDROCK
 PE0874_STAMPING: K 152 1962
 PE0874_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0874+STABILITY: POSITION/ELEVATION WELL
 PE0874
 PE0874  HISTORY     - Date     Condition        Report By
 PE0874  HISTORY     - 1962     MONUMENTED       CGS
 PE0874  HISTORY     - 1990     GOOD             USPSQD
 PE0874
 PE0874                          STATION DESCRIPTION
 PE0874
 PE0874'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PE0874'0.8 MI E FROM WALDOBORO.
 PE0874'ABOUT 0.8 MILE EAST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE0874'FREIGHT STATION AT WALDOBORO, NEAR THE CROSSING OF STATE
 PE0874'HIGHWAY 220, SET ON THE TOP AND NEAR THE NORTH END OF A VERY
 PE0874'LARGE EXPOSED MASS OF BEDROCK, 26 FEET NORTHWEST OF THE
 PE0874'CENTER LINE OF THE HIGHWAY, 27 FEET SOUTH OF THE SOUTH RAIL,
 PE0874'198 YARDS NORTH OF THE CENTER OF THE JUNCTION OF STATE HIGHWAY
 PE0874'220 AND U.S. HIGHWAY 1, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE
 PE0874'TRACK.
 PE0874
 PE0874                          STATION RECOVERY (1990)
 PE0874
 PE0874'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMW)
 PE0874'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0115 ***********************************************************************
 OB0115  DESIGNATION -  K 154
 OB0115  PID         -  OB0115
 OB0115  STATE/COUNTY-  ME/LINCOLN
 OB0115  USGS QUAD   -  BOOTHBAY HARBOR (1997)
 OB0115
 OB0115                         *CURRENT SURVEY CONTROL
 OB0115  ___________________________________________________________________
 OB0115* NAD 83(1986)-  43 51 27.     (N)    069 37 28.     (W)     SCALED    
 OB0115* NAVD 88     -        20.678  (meters)      67.84   (feet)  ADJUSTED  
 OB0115  ___________________________________________________________________
 OB0115  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 OB0115  DYNAMIC HT  -          20.676 (meters)      67.83  (feet)  COMP
 OB0115  MODELED GRAV-     980,526.7   (mgal)                       NAVD 88
 OB0115
 OB0115  VERT ORDER  -  SECOND    CLASS 0
 OB0115
 OB0115.The horizontal coordinates were scaled from a topographic map and have
 OB0115.an estimated accuracy of +/- 6 seconds.
 OB0115
 OB0115.The orthometric height was determined by differential leveling
 OB0115.and adjusted by the National Geodetic Survey in June 1991..
 OB0115
 OB0115.The geoid height was determined by GEOID03.
 OB0115
 OB0115.The dynamic height is computed by dividing the NAVD 88
 OB0115.geopotential number by the normal gravity value computed on the
 OB0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0115.degrees latitude (g = 980.6199 gals.).
 OB0115
 OB0115.The modeled gravity was interpolated from observed gravity values.
 OB0115
 OB0115;                    North         East    Units  Estimated Accuracy
 OB0115;SPC ME W     -   113,920.      943,590.      MT  (+/- 180 meters Scaled)
 OB0115
 OB0115                          SUPERSEDED SURVEY CONTROL
 OB0115
 OB0115  NGVD 29 (??/??/92)   20.893  (m)           68.55   (f) ADJ UNCH    2 0
 OB0115
 OB0115.Superseded values are not recommended for survey control.
 OB0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0115.See file dsdata.txt to determine how the superseded data were derived.
 OB0115
 OB0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ498562(NAD 83)
 OB0115_MARKER: DB = BENCH MARK DISK
 OB0115_SETTING: 66 = SET IN ROCK OUTCROP
 OB0115_SP_SET: BEDROCK
 OB0115_STAMPING: K 154 1963
 OB0115_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0115+STABILITY: POSITION/ELEVATION WELL
 OB0115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OB0115+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2004
 OB0115
 OB0115  HISTORY     - Date     Condition        Report By
 OB0115  HISTORY     - 1963     MONUMENTED       CGS
 OB0115  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 OB0115  HISTORY     - 19910318 GOOD             USPSQD
 OB0115  HISTORY     - 20021105 GOOD             USPSQD
 OB0115  HISTORY     - 20041127 GOOD             USPSQD
 OB0115
 OB0115                          STATION DESCRIPTION
 OB0115
 OB0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OB0115'IN BOOTHBAY HARBOR.
 OB0115'AT BOOTHBAY HARBOR, NEAR THE JUNCTION OF STATE HIGHWAYS 27 AND 96, ON
 OB0115'THE TOP OF A LARGE MASS OF EXPOSED BEDROCK FLUSH WITH THE GROUND,
 OB0115'121.0 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 96, 131.0 FEET
 OB0115'EAST OF THE CENTER LINE OF STATE HIGHWAY 27, 28 1/2 FEET NORTHWEST OF
 OB0115'THE NORTHWEST CORNER OF A NEW ENGLAND TELEPHONE AND TELEGRAPH BUILDING
 OB0115'(UNDER CONSTRUCTION IN 1963), 82.5 FEET NORTHEAST OF THE SOUTHEAST
 OB0115'CORNER OF A LARGE TWO-STORY WHITE FRAME HOUSE, AND ABOUT LEVEL WITH
 OB0115'STATE HIGHWAY 27.
 OB0115
 OB0115                          STATION RECOVERY (1990)
 OB0115
 OB0115'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMW)
 OB0115'MARK NOT FOUND.
 OB0115
 OB0115                          STATION RECOVERY (1991)
 OB0115
 OB0115'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OB0115'RECOVERED IN GOOD CONDITION.
 OB0115
 OB0115                          STATION RECOVERY (2002)
 OB0115
 OB0115'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMW)
 OB0115'FROM THE JCT. OF EASTERN AVE.(FORMERLY RT. 96) AND RT. 27 IN THE TOWN
 OB0115'OF BOOTHBAY HARBOR ON EASTERN AVE. THE REST OF THE DESCRIPTION IS
 OB0115'CORRECT FROM THE ORIGINAL STARTING POINT.
 OB0115
 OB0115                          STATION RECOVERY (2004)
 OB0115
 OB0115'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMW)
 OB0115'THE LEDGE IS ALMOST COMPLETELY COVERED WITH LAWN. THE MARK WAS LOCATED
 OB0115'WITH THE AID OF A METAL DETECTOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0018 ***********************************************************************
 OB0018  DESIGNATION -  K 155
 OB0018  PID         -  OB0018
 OB0018  STATE/COUNTY-  ME/LINCOLN
 OB0018  USGS QUAD   -  LOUDS ISLAND (1979)
 OB0018
 OB0018                         *CURRENT SURVEY CONTROL
 OB0018  ___________________________________________________________________
 OB0018* NAD 83(1986)-  43 57 22.     (N)    069 27 33.     (W)     SCALED    
 OB0018* NAVD 88     -        32.925  (meters)     108.02   (feet)  ADJUSTED  
 OB0018  ___________________________________________________________________
 OB0018  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 OB0018  DYNAMIC HT  -          32.922 (meters)     108.01  (feet)  COMP
 OB0018  MODELED GRAV-     980,523.3   (mgal)                       NAVD 88
 OB0018
 OB0018  VERT ORDER  -  SECOND    CLASS 0
 OB0018
 OB0018.The horizontal coordinates were scaled from a topographic map and have
 OB0018.an estimated accuracy of +/- 6 seconds.
 OB0018
 OB0018.The orthometric height was determined by differential leveling
 OB0018.and adjusted by the National Geodetic Survey in June 1991..
 OB0018
 OB0018.The geoid height was determined by GEOID03.
 OB0018
 OB0018.The dynamic height is computed by dividing the NAVD 88
 OB0018.geopotential number by the normal gravity value computed on the
 OB0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0018.degrees latitude (g = 980.6199 gals.).
 OB0018
 OB0018.The modeled gravity was interpolated from observed gravity values.
 OB0018
 OB0018;                    North         East    Units  Estimated Accuracy
 OB0018;SPC ME W     -   124,980.      956,790.      MT  (+/- 180 meters Scaled)
 OB0018
 OB0018                          SUPERSEDED SURVEY CONTROL
 OB0018
 OB0018  NGVD 29 (??/??/92)   33.134  (m)          108.71   (f) ADJ UNCH    2 0
 OB0018
 OB0018.Superseded values are not recommended for survey control.
 OB0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0018.See file dsdata.txt to determine how the superseded data were derived.
 OB0018
 OB0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ631671(NAD 83)
 OB0018_MARKER: DB = BENCH MARK DISK
 OB0018_SETTING: 66 = SET IN ROCK OUTCROP
 OB0018_SP_SET: BEDROCK
 OB0018_STAMPING: K 155 1963
 OB0018_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0018+STABILITY: POSITION/ELEVATION WELL
 OB0018
 OB0018  HISTORY     - Date     Condition        Report By
 OB0018  HISTORY     - 1963     MONUMENTED       CGS
 OB0018  HISTORY     - 19910504 GOOD             USPSQD
 OB0018
 OB0018                          STATION DESCRIPTION
 OB0018
 OB0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OB0018'0.7 MI N FROM ROUND POND.
 OB0018'ABOUT 0.7 MILE NORTH ALONG STATE HIGHWAY 32 FROM THE METHODIST CHURCH
 OB0018'AT ROUND POND, ON THE TOP OF A MASS OF BEDROCK FLUSH WITH THE GROUND,
 OB0018'NEAR THE JUNCTION OF A DIM DRIVEWAY LEADING EAST TO A SMALL CABIN, 38
 OB0018'1/2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 34 FEET SOUTHEAST OF
 OB0018'POWER LINE POLE NO. 153 88 AND ABOUT LEVEL WITH THE HIGHWAY.
 OB0018
 OB0018                          STATION RECOVERY (1991)
 OB0018
 OB0018'RECOVERY NOTE BY US POWER SQUADRON 1991 (SS)
 OB0018'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0177 ***********************************************************************
 OB0177  DESIGNATION -  K 156
 OB0177  PID         -  OB0177
 OB0177  STATE/COUNTY-  ME/SAGADAHOC
 OB0177  USGS QUAD   -  WESTPORT (1970)
 OB0177
 OB0177                         *CURRENT SURVEY CONTROL
 OB0177  ___________________________________________________________________
 OB0177* NAD 83(1986)-  43 55 57.     (N)    069 44 01.     (W)     SCALED    
 OB0177* NAVD 88     -        24.210  (meters)      79.43   (feet)  ADJUSTED  
 OB0177  ___________________________________________________________________
 OB0177  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 OB0177  DYNAMIC HT  -          24.208 (meters)      79.42  (feet)  COMP
 OB0177  MODELED GRAV-     980,523.8   (mgal)                       NAVD 88
 OB0177
 OB0177  VERT ORDER  -  SECOND    CLASS 0
 OB0177
 OB0177.The horizontal coordinates were scaled from a topographic map and have
 OB0177.an estimated accuracy of +/- 6 seconds.
 OB0177
 OB0177.The orthometric height was determined by differential leveling
 OB0177.and adjusted by the National Geodetic Survey in June 1991..
 OB0177
 OB0177.The geoid height was determined by GEOID03.
 OB0177
 OB0177.The dynamic height is computed by dividing the NAVD 88
 OB0177.geopotential number by the normal gravity value computed on the
 OB0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0177.degrees latitude (g = 980.6199 gals.).
 OB0177
 OB0177.The modeled gravity was interpolated from observed gravity values.
 OB0177
 OB0177;                    North         East    Units  Estimated Accuracy
 OB0177;SPC ME W     -   122,210.      934,770.      MT  (+/- 180 meters Scaled)
 OB0177
 OB0177                          SUPERSEDED SURVEY CONTROL
 OB0177
 OB0177  NGVD 29 (??/??/92)   24.419  (m)           80.11   (f) ADJ UNCH    2 0
 OB0177
 OB0177.Superseded values are not recommended for survey control.
 OB0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0177.See file dsdata.txt to determine how the superseded data were derived.
 OB0177
 OB0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ411646(NAD 83)
 OB0177_MARKER: DB = BENCH MARK DISK
 OB0177_SETTING: 66 = SET IN ROCK OUTCROP
 OB0177_SP_SET: BED ROCK
 OB0177_STAMPING: K 156 1963
 OB0177_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0177+STABILITY: POSITION/ELEVATION WELL
 OB0177
 OB0177  HISTORY     - Date     Condition        Report By
 OB0177  HISTORY     - 1963     MONUMENTED       CGS
 OB0177
 OB0177                          STATION DESCRIPTION
 OB0177
 OB0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OB0177'6.6 MI SW FROM WISCASSET.
 OB0177'4.7 MILES SOUTHWEST ALONG U. S. HIGHWAY 1 FROM THE POST OFFICE AT
 OB0177'WISCASSET, THENCE 1.9 MILES SOUTH ALONG A BLACK TOP ROAD, SET ON THE
 OB0177'TOP OF A MASS OF EXPOSED BEDROCK WHICH PROJECT 1/2 FOOT ABOVE THE
 OB0177'LEVEL OF THE GROUND, IN THE FRONT YARD OF A TWO-STORY HOUSE, 33.5 FEET
 OB0177'WEST OF THE CENTER LINE OF THE BLACK TOP ROAD, 30 FEET SOUTHWEST OF
 OB0177'POWER LINE POLE NO. 79 - 13, 9.9 FEET EAST OF THE NORTHEAST CORNER OF
 OB0177'THE TWO-STORY HOUSE, 0.4 MILE NORTH OF T JUNCTION OF ROADS AT MURPHY
 OB0177'CORNER, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0345 ***********************************************************************
 OC0345  DESIGNATION -  K 157
 OC0345  PID         -  OC0345
 OC0345  STATE/COUNTY-  ME/YORK
 OC0345  USGS QUAD   -  SOMERSWORTH (1998)
 OC0345
 OC0345                         *CURRENT SURVEY CONTROL
 OC0345  ___________________________________________________________________
 OC0345* NAD 83(1986)-  43 15 27.     (N)    070 45 12.     (W)     SCALED    
 OC0345* NAVD 88     -        38.605  (meters)     126.66   (feet)  ADJUSTED  
 OC0345  ___________________________________________________________________
 OC0345  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 OC0345  DYNAMIC HT  -          38.599 (meters)     126.64  (feet)  COMP
 OC0345  MODELED GRAV-     980,452.0   (mgal)                       NAVD 88
 OC0345
 OC0345  VERT ORDER  -  FIRST     CLASS I
 OC0345
 OC0345.The horizontal coordinates were scaled from a topographic map and have
 OC0345.an estimated accuracy of +/- 6 seconds.
 OC0345
 OC0345.The orthometric height was determined by differential leveling
 OC0345.and adjusted by the National Geodetic Survey in June 1991..
 OC0345
 OC0345.The geoid height was determined by GEOID03.
 OC0345
 OC0345.The dynamic height is computed by dividing the NAVD 88
 OC0345.geopotential number by the normal gravity value computed on the
 OC0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0345.degrees latitude (g = 980.6199 gals.).
 OC0345
 OC0345.The modeled gravity was interpolated from observed gravity values.
 OC0345
 OC0345;                    North         East    Units  Estimated Accuracy
 OC0345;SPC ME W     -    47,290.      852,360.      MT  (+/- 180 meters Scaled)
 OC0345
 OC0345                          SUPERSEDED SURVEY CONTROL
 OC0345
 OC0345  NGVD 29 (??/??/92)   38.827  (m)          127.38   (f) ADJ UNCH    1 1
 OC0345
 OC0345.Superseded values are not recommended for survey control.
 OC0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0345.See file dsdata.txt to determine how the superseded data were derived.
 OC0345
 OC0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH576909(NAD 83)
 OC0345_MARKER: DB = BENCH MARK DISK
 OC0345_SETTING: 66 = SET IN ROCK OUTCROP
 OC0345_SP_SET: ROCK OUTCROP
 OC0345_STAMPING: K 157 1966
 OC0345_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC0345+STABILITY: POSITION/ELEVATION WELL
 OC0345
 OC0345  HISTORY     - Date     Condition        Report By
 OC0345  HISTORY     - 1966     MONUMENTED       CGS
 OC0345  HISTORY     - 1978     GOOD             DOD
 OC0345  HISTORY     - 19880408 MARK NOT FOUND   USPSQD
 OC0345
 OC0345                          STATION DESCRIPTION
 OC0345
 OC0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OC0345'3.1 MI NE FROM SOUTH BERWICK.
 OC0345'ABOUT 0.5 MILE NORTH ALONG STATE HIGHWAY 4 FROM THE SOUTH BERWICK
 OC0345'CENTRAL SCHOOL AT SOUTH BERWICK, THENCE ABOUT 1.5 MILE
 OC0345'NORTHEAST ALONG AGAMENTICUS ROAD, THENCE 1.1 MILES NORTHEAST
 OC0345'ALONG KNIGHTS POND ROAD, ABOUT 0.2 MILE NORTHEAST OF A SMALL
 OC0345'CEMETERY, ON THE SOUTHWEST SLOPE OF A SHORT STEEP HILL, NEAR
 OC0345'THE JUNCTION OF A NARROW GRAVELED ROAD LEADING NORTHWEST, IN THE
 OC0345'TOP OF A FLAT ROCK OUTCROP, 31 FEET NORTHWEST OF THE CENTER
 OC0345'LINE OF THE ROAD, 35 FEET SOUTHWEST OF THE CENTER LINE OF
 OC0345'THE GRAVELED ROAD, AND ABOUT LEVEL WITH THE ROAD.
 OC0345
 OC0345                          STATION RECOVERY (1978)
 OC0345
 OC0345'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 OC0345'RECOVERED IN GOOD CONDITION.
 OC0345
 OC0345                          STATION RECOVERY (1988)
 OC0345
 OC0345'RECOVERY NOTE BY US POWER SQUADRON 1988 (RSR)
 OC0345'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0697 ***********************************************************************
 PE0697  DESIGNATION -  K 158
 PE0697  PID         -  PE0697
 PE0697  STATE/COUNTY-  ME/SOMERSET
 PE0697  USGS QUAD   -  PITTSFIELD (1982)
 PE0697
 PE0697                         *CURRENT SURVEY CONTROL
 PE0697  ___________________________________________________________________
 PE0697* NAD 83(1986)-  44 46 26.     (N)    069 22 40.     (W)     SCALED    
 PE0697* NAVD 88     -        60.564  (meters)     198.70   (feet)  ADJUSTED  
 PE0697  ___________________________________________________________________
 PE0697  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 PE0697  DYNAMIC HT  -          60.562 (meters)     198.69  (feet)  COMP
 PE0697  MODELED GRAV-     980,571.2   (mgal)                       NAVD 88
 PE0697  OBS GRAVITY -     980,573.6   (mgal)                       GRAV_OBS
 PE0697
 PE0697  VERT ORDER  -  FIRST     CLASS I
 PE0697
 PE0697.This mark is at Pittsfield Airport (2B7)
 PE0697
 PE0697.The horizontal coordinates were scaled from a topographic map and have
 PE0697.an estimated accuracy of +/- 6 seconds.
 PE0697
 PE0697.The orthometric height was determined by differential leveling
 PE0697.and adjusted by the National Geodetic Survey in June 1991..
 PE0697
 PE0697.The geoid height was determined by GEOID03.
 PE0697
 PE0697.The dynamic height is computed by dividing the NAVD 88
 PE0697.geopotential number by the normal gravity value computed on the
 PE0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0697.degrees latitude (g = 980.6199 gals.).
 PE0697
 PE0697.The modeled gravity was interpolated from observed gravity values.
 PE0697.The observed gravity was obtained from relative gravimeter ties
 PE0697.to the IGSN71 gravity network.
 PE0697
 PE0697;                    North         East    Units  Estimated Accuracy
 PE0697;SPC ME W     -   215,910.      962,440.      MT  (+/- 180 meters Scaled)
 PE0697
 PE0697                          SUPERSEDED SURVEY CONTROL
 PE0697
 PE0697  NGVD 29 (??/??/92)   60.778  (m)          199.40   (f) ADJ UNCH    1 1
 PE0697
 PE0697.Superseded values are not recommended for survey control.
 PE0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0697.See file dsdata.txt to determine how the superseded data were derived.
 PE0697
 PE0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK701579(NAD 83)
 PE0697_MARKER: DB = BENCH MARK DISK
 PE0697_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE0697_SP_SET: FOUNDATION
 PE0697_STAMPING: K 158 1966
 PE0697_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE0697_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0697
 PE0697  HISTORY     - Date     Condition        Report By
 PE0697  HISTORY     - 1966     MONUMENTED       CGS
 PE0697  HISTORY     - 1978     GOOD             DOD
 PE0697  HISTORY     - 1984     GOOD             USPSQD
 PE0697  HISTORY     - 19951009 GOOD             CHANCE
 PE0697
 PE0697                          STATION DESCRIPTION
 PE0697
 PE0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE0697'0.9 MI SE FROM PITTSFIELD.
 PE0697'0.3 MILE SOUTHWEST ALONG STATE HIGHWAYS 100 AND 11 FROM THE
 PE0697'MAINE CENTRAL RAILROAD STATION AT PITTSFIELD, THENCE ABOUT 0.4
 PE0697'MILE EAST ALONG HORSEBACK ROAD, THENCE ABOUT 0.2 MILE SOUTH ALONG
 PE0697'A DRIVE, AT THE PITTSFIELD MUNICIPAL AIRPORT, ABOUT 50 YARDS
 PE0697'SOUTHWEST OF THE SOUTHWEST CORNER OF AN OFFICE AND HANGAR
 PE0697'COMBINE, SET VERTICALLY IN THE EAST FACE NEAR THE NORTHEAST
 PE0697'CORNER OF A 10-BY-20-FOOT BRICK BUILDING WHICH HOUSES ELECTRICAL
 PE0697'EQUIPMENT, 1.8 FEET SOUTH OF THE NORTHEAST CORNER OF THE BUILDING
 PE0697'AND ABOUT 2 FEET ABOVE THE LEVEL OF THE GROUND.
 PE0697
 PE0697                          STATION RECOVERY (1978)
 PE0697
 PE0697'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE0697'HORSEBACK RD IS NOW CALLED PELTOMA RD.
 PE0697
 PE0697                          STATION RECOVERY (1984)
 PE0697
 PE0697'RECOVERY NOTE BY US POWER SQUADRON 1984
 PE0697'RECOVERED IN GOOD CONDITION.
 PE0697
 PE0697                          STATION RECOVERY (1995)
 PE0697
 PE0697'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KB)
 PE0697'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0392 ***********************************************************************
 PE0392  DESIGNATION -  K 159
 PE0392  PID         -  PE0392
 PE0392  STATE/COUNTY-  ME/PENOBSCOT
 PE0392  USGS QUAD   -  BANGOR (1991)
 PE0392
 PE0392                         *CURRENT SURVEY CONTROL
 PE0392  ___________________________________________________________________
 PE0392* NAD 83(1996)-  44 45 57.39033(N)    068 46 07.74298(W)     ADJUSTED  
 PE0392* NAVD 88     -        37.805  (meters)     124.03   (feet)  ADJUSTED  
 PE0392  ___________________________________________________________________
 PE0392  X           -   1,642,614.037 (meters)                     COMP
 PE0392  Y           -  -4,228,085.295 (meters)                     COMP
 PE0392  Z           -   4,468,927.590 (meters)                     COMP
 PE0392  LAPLACE CORR-           2.44  (seconds)                    DEFLEC99
 PE0392  ELLIP HEIGHT-          12.91  (meters)          (12/21/01) GPS OBS
 PE0392  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 PE0392  DYNAMIC HT  -          37.803 (meters)     124.03  (feet)  COMP
 PE0392  MODELED GRAV-     980,579.6   (mgal)                       NAVD 88
 PE0392
 PE0392  HORZ ORDER  -  B
 PE0392  VERT ORDER  -  FIRST     CLASS I
 PE0392  ELLP ORDER  -  SECOND    CLASS I
 PE0392
 PE0392.This mark is at Bangor Airport (BGR)
 PE0392
 PE0392.The horizontal coordinates were established by GPS observations
 PE0392.and adjusted by the National Geodetic Survey in July 1997..
 PE0392.No horizontal observational check was made to the station.
 PE0392
 PE0392.The orthometric height was determined by differential leveling
 PE0392.and adjusted by the National Geodetic Survey in June 1991..
 PE0392
 PE0392.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PE0392
 PE0392.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE0392
 PE0392.The ellipsoidal height was determined by GPS observations
 PE0392.and is referenced to NAD 83.
 PE0392
 PE0392.The geoid height was determined by GEOID03.
 PE0392
 PE0392.The dynamic height is computed by dividing the NAVD 88
 PE0392.geopotential number by the normal gravity value computed on the
 PE0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0392.degrees latitude (g = 980.6199 gals.).
 PE0392
 PE0392.The modeled gravity was interpolated from observed gravity values.
 PE0392
 PE0392;                    North         East     Units Scale Factor Converg.
 PE0392;SPC ME E     -   122,170.503   278,720.603   MT  0.99990557   -0 11 21.5
 PE0392;UTM  19      - 4,956,976.023   518,294.748   MT  0.99960412   +0 09 46.1
 PE0392
 PE0392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE0392!SPC ME E     -   0.99999798  x   0.99990557  =   0.99990355
 PE0392!UTM  19      -   0.99999798  x   0.99960412  =   0.99960210
 PE0392
 PE0392                          SUPERSEDED SURVEY CONTROL
 PE0392
 PE0392  ELLIP H (07/24/97)   12.89   (m)                       GP(       ) 2 1
 PE0392  NAD 83(1992)-  44 45 57.39030(N)    068 46 07.74278(W) AD(1995.00) 1
 PE0392  ELLIP H (04/19/96)   12.89   (m)                       GP(       ) 3 1
 PE0392  NAD 83(1992)-  44 45 57.39021(N)    068 46 07.74248(W) AD(1995.00) B
 PE0392  ELLIP H (10/10/95)   12.89   (m)                       GP(1995.00) 1 1
 PE0392  NAD 83(1992)-  44 45 57.39028(N)    068 46 07.74294(W) AD(       ) B
 PE0392  ELLIP H (05/09/95)   12.98   (m)                       GP(       ) 1 1
 PE0392  NAVD 88 (04/19/96)   37.80   (m)          124.0    (f) LEVELING    3  
 PE0392  NAVD 88 (05/09/95)   37.80   (m)          124.0    (f) LEVELING    3  
 PE0392  NGVD 29 (??/??/92)   38.014  (m)          124.72   (f) ADJ UNCH    1 1
 PE0392
 PE0392.Superseded values are not recommended for survey control.
 PE0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0392.See file dsdata.txt to determine how the superseded data were derived.
 PE0392
 PE0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1829556976(NAD 83)
 PE0392_MARKER: DB = BENCH MARK DISK
 PE0392_SETTING: 66 = SET IN ROCK OUTCROP
 PE0392_SP_SET: BEDROCK
 PE0392_STAMPING: K 159 1966
 PE0392_MARK LOGO: CGS   
 PE0392_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE0392_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0392+STABILITY: POSITION/ELEVATION WELL
 PE0392_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE0392+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1994
 PE0392
 PE0392  HISTORY     - Date     Condition        Report By
 PE0392  HISTORY     - 1966     MONUMENTED       CGS
 PE0392  HISTORY     - 1978     GOOD             DMA
 PE0392  HISTORY     - 1985     GOOD             USPSQD
 PE0392  HISTORY     - 1988     GOOD             USPSQD
 PE0392  HISTORY     - 19940715 GOOD             NOS
 PE0392  HISTORY     - 19951010 GOOD             CHANCE
 PE0392
 PE0392                          STATION DESCRIPTION
 PE0392
 PE0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE0392'AT BREWER.
 PE0392'AT BREWER AIRPORT, ABOUT 0.1 MILE NORTH EAST OF THE
 PE0392'ADMINISTRATION BUILDING, 55 YARDS EAST OF THE EAST CORNER OF
 PE0392'THE SOUTHEAST ONE OF TWO LARGE HANGARS, AT THE NORTH END OF THE
 PE0392'RUNWAY, IN THE TOP OF A BEDROCK THAT THE EXPOSED PORTION IS
 PE0392'2 1/2-BY-10-FOOT AND IS FLUSH WITH THE GROUND, 103 FEET WEST
 PE0392'OF THE CENTER LINE OF THE RUNWAY, 61 FEET NORTH OF THE CENTER
 PE0392'LINE OF A GRAVELED TAXI STRIP, AND ABOUT LEVEL WITH THE RUNWAY.
 PE0392
 PE0392                          STATION RECOVERY (1978)
 PE0392
 PE0392'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PE0392'RECOVERED IN GOOD CONDITION.
 PE0392
 PE0392                          STATION RECOVERY (1985)
 PE0392
 PE0392'RECOVERY NOTE BY US POWER SQUADRON 1985
 PE0392'RECOVERED IN GOOD CONDITION.
 PE0392
 PE0392                          STATION RECOVERY (1988)
 PE0392
 PE0392'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE0392'RECOVERED IN GOOD CONDITION.
 PE0392
 PE0392                          STATION RECOVERY (1994)
 PE0392
 PE0392'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JDR)
 PE0392'THE STATION IS LOCATED AT THE BREWER AIRPORT IN BREWER, WHICH IS ABOUT
 PE0392'4.0 MI (6.4 KM) SOUTH OF THE CITY OF BREWER, 3.0 MI (4.8 KM) SOUTHEAST
 PE0392'OF THE JUNCTION OF INTERSTATE HIGHWAY 95 AND INTERSTATE HIGHWAY 395
 PE0392'AND IN THE NORTH SECTION OF THE AIRPORT NEAR THE RUNWAY END. FOR
 PE0392'ACCESS CONTACT AIRPORT MANAGER (207) 989-6255. TO REACH THE STATION
 PE0392'FROM THE CENTER OF THE OVERPASS OF INTERSTATE HIGHWAY ON PARKWAY
 PE0392'STREET, PROCEED WESTERLY ON PARKWAY STREET FOR 1.25 MI (2.01 KM) TO A
 PE0392'FOUR WAY INTERSECTION AT THE END OF PARKWAY STREET. TURN LEFT ON ELM
 PE0392'STREET HEADING SOUTH APPROXIMATELY 150 FT (45.7 M) TO A GRAVEL ROAD
 PE0392'(AIRPORT ENTRANCE) ON THE RIGHT.  TURN RIGHT HEADING WESTERLY THEN
 PE0392'SOUTHERLY ON GRAVEL ROAD FOR 0.15 MI (0.24 KM) TO A WIRE GATE ACROSS
 PE0392'THE ROAD.  PASS THRU GATE FOLLOWING GRAVEL ROAD FOR 0.05 MI (0.08 KM)
 PE0392'TO THE AIRPORT OFFICE AND HANGAR ON THE LEFT AND THE STATION ON THE
 PE0392'RIGHT. THE STATION IS LOCATED 160.3 FT (48.9 M) EAST OF THE SOUTHEAST
 PE0392'CORNER OF THE AIRPORT OFFICE AND HANGAR, 103.0 FT (31.4 M) WEST OF THE
 PE0392'APPROXIMATE CENTERLINE OF TURF RUNWAY AND 61.0 FT (18.6 M) SOUTH OF
 PE0392'THE APPROXIMATE CENTERLINE OF THE GRASS AND GRAVEL TAXIWAY LEADING TO
 PE0392'THE NORTH END OF THE RUNWAY.
 PE0392
 PE0392                          STATION RECOVERY (1995)
 PE0392
 PE0392'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KB)
 PE0392'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0551 ***********************************************************************
 OC0551  DESIGNATION -  K 16
 OC0551  PID         -  OC0551
 OC0551  STATE/COUNTY-  ME/YORK
 OC0551  USGS QUAD   -  CORNISH (1964)
 OC0551
 OC0551                         *CURRENT SURVEY CONTROL
 OC0551  ___________________________________________________________________
 OC0551* NAD 83(1986)-  43 48 25.     (N)    070 46 53.     (W)     SCALED    
 OC0551* NAVD 88     -        87.640  (meters)     287.53   (feet)  ADJUSTED  
 OC0551  ___________________________________________________________________
 OC0551  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 OC0551  DYNAMIC HT  -          87.626 (meters)     287.49  (feet)  COMP
 OC0551  MODELED GRAV-     980,463.3   (mgal)                       NAVD 88
 OC0551
 OC0551  VERT ORDER  -  FIRST     CLASS II
 OC0551
 OC0551.The horizontal coordinates were scaled from a topographic map and have
 OC0551.an estimated accuracy of +/- 6 seconds.
 OC0551
 OC0551.The orthometric height was determined by differential leveling
 OC0551.and adjusted by the National Geodetic Survey in June 1991..
 OC0551
 OC0551.The geoid height was determined by GEOID03.
 OC0551
 OC0551.The dynamic height is computed by dividing the NAVD 88
 OC0551.geopotential number by the normal gravity value computed on the
 OC0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0551.degrees latitude (g = 980.6199 gals.).
 OC0551
 OC0551.The modeled gravity was interpolated from observed gravity values.
 OC0551
 OC0551;                    North         East    Units  Estimated Accuracy
 OC0551;SPC ME W     -   108,350.      850,540.      MT  (+/- 180 meters Scaled)
 OC0551
 OC0551                          SUPERSEDED SURVEY CONTROL
 OC0551
 OC0551  NGVD 29 (??/??/92)   87.816  (m)          288.11   (f) ADJ UNCH    1 2
 OC0551
 OC0551.Superseded values are not recommended for survey control.
 OC0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0551.See file dsdata.txt to determine how the superseded data were derived.
 OC0551
 OC0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ567519(NAD 83)
 OC0551_MARKER: DB = BENCH MARK DISK
 OC0551_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC0551_SP_SET: ABUTMENT
 OC0551_STAMPING: K 16 1933
 OC0551_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC0551
 OC0551  HISTORY     - Date     Condition        Report By
 OC0551  HISTORY     - 1933     MONUMENTED       CGS
 OC0551  HISTORY     - 1955     GOOD             NGS
 OC0551  HISTORY     - 1975     GOOD             NGS
 OC0551  HISTORY     - 20040421 MARK NOT FOUND   GEOCAC
 OC0551
 OC0551                          STATION DESCRIPTION
 OC0551
 OC0551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 OC0551'AT CORNISH.
 OC0551'AT CORNISH, ABOUT 0.1 MILE EAST ALONG STATE HIGHWAY 25 FROM
 OC0551'BONNEY MEMORIAL LIBRARY THENCE ABOUT 0.9 MILE NORTHEAST ALONG
 OC0551'STATE HIGHWAY 5, ABOUT 0.2 MILE WEST ALONG STATE HIGHWAY 5
 OC0551'FROM CROSSING OF THE MAINE CENTRAL RAILROAD AND THE STATION AT
 OC0551'CORNISH, IN THE TOP OF SOUTH END OF WEST ABUTMENT OF CONCRETE
 OC0551'BRIDGE OVER SACO RIVER (RIVER IS THE CUMBERLAND- YORK COUNTY
 OC0551'LINE), 12 FEET SOUTH OF CENTER LINE OF BRIDGE, 1/2 FOOT SOUTH OF
 OC0551'RAIL FOOTING AND ABOUT LEVEL WITH BRIDGE FLOOR.
 OC0551
 OC0551                          STATION RECOVERY (1975)
 OC0551
 OC0551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 OC0551'RECOVERED IN GOOD CONDITION.
 OC0551
 OC0551                          STATION RECOVERY (2004)
 OC0551
 OC0551'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 OC0551'THIS BRIDGE WAS REPLACED IN ABOUT 1995 OR THEREABOUTS. I HAVE LOOKED
 OC0551'THE NEW BRIDGE OVER AND CANNOT FIND THIS MARKER HAS HAVING BEEN
 OC0551'REPLACED OR RESET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0318 ***********************************************************************
 PE0318  DESIGNATION -  K 16
 PE0318  PID         -  PE0318
 PE0318  STATE/COUNTY-  ME/HANCOCK
 PE0318  USGS QUAD   -  BARTLETT ISLAND (1981)
 PE0318
 PE0318                         *CURRENT SURVEY CONTROL
 PE0318  ___________________________________________________________________
 PE0318* NAD 83(1986)-  44 18 53.     (N)    068 24 17.     (W)     SCALED    
 PE0318* NAVD 88     -        23.207  (meters)      76.14   (feet)  ADJUSTED  
 PE0318  ___________________________________________________________________
 PE0318  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 PE0318  DYNAMIC HT  -          23.206 (meters)      76.14  (feet)  COMP
 PE0318  MODELED GRAV-     980,561.8   (mgal)                       NAVD 88
 PE0318
 PE0318  VERT ORDER  -  SECOND    CLASS 0
 PE0318
 PE0318.The horizontal coordinates were scaled from a topographic map and have
 PE0318.an estimated accuracy of +/- 6 seconds.
 PE0318
 PE0318.The orthometric height was determined by differential leveling
 PE0318.and adjusted by the National Geodetic Survey in June 1991..
 PE0318
 PE0318.The geoid height was determined by GEOID03.
 PE0318
 PE0318.The dynamic height is computed by dividing the NAVD 88
 PE0318.geopotential number by the normal gravity value computed on the
 PE0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0318.degrees latitude (g = 980.6199 gals.).
 PE0318
 PE0318.The modeled gravity was interpolated from observed gravity values.
 PE0318
 PE0318;                    North         East    Units  Estimated Accuracy
 PE0318;SPC ME E     -    72,000.      307,600.      MT  (+/- 180 meters Scaled)
 PE0318
 PE0318                          SUPERSEDED SURVEY CONTROL
 PE0318
 PE0318  NGVD 29 (??/??/92)   23.399  (m)           76.77   (f) ADJ UNCH    2 0
 PE0318
 PE0318.Superseded values are not recommended for survey control.
 PE0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0318.See file dsdata.txt to determine how the superseded data were derived.
 PE0318
 PE0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK474070(NAD 83)
 PE0318_MARKER: DD = SURVEY DISK
 PE0318_SETTING: 66 = SET IN ROCK OUTCROP
 PE0318_SP_SET: ROCK OUTCROP
 PE0318_STAMPING: K 16 1934 77
 PE0318_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0318+STABILITY: POSITION/ELEVATION WELL
 PE0318
 PE0318  HISTORY     - Date     Condition        Report By
 PE0318  HISTORY     - 1934     MONUMENTED       USGS
 PE0318  HISTORY     - 1962     GOOD             NGS
 PE0318
 PE0318                          STATION DESCRIPTION
 PE0318
 PE0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PE0318'5.9 MI SW FROM SOMESVILLE.
 PE0318'5.9 MILES SOUTH AND SOUTHWEST ON STATE HIGHWAY 102 FROM THE
 PE0318'GRADE SCHOOL AT SOMESVILLE.  SET IN A DRILL HOLE IN THE TOP OF
 PE0318'THE NORTHEASTERN MOST ONE OF A GROUP OF OUTCROPPING ROCKS.  80
 PE0318'FEET EAST OF THE CENTER LINE OF HIGHWAY 102, 70 FEET NORTHEAST
 PE0318'OF THE NORTHEAST CORNER OF A SHED AND 10 FEET ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0675 ***********************************************************************
 PE0675  DESIGNATION -  K 160
 PE0675  PID         -  PE0675
 PE0675  STATE/COUNTY-  ME/WALDO
 PE0675  USGS QUAD   -  BURNHAM (1982)
 PE0675
 PE0675                         *CURRENT SURVEY CONTROL
 PE0675  ___________________________________________________________________
 PE0675* NAD 83(1986)-  44 41 22.     (N)    069 25 59.     (W)     SCALED    
 PE0675* NAVD 88     -        45.004  (meters)     147.65   (feet)  ADJUSTED  
 PE0675  ___________________________________________________________________
 PE0675  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 PE0675  DYNAMIC HT  -          45.001 (meters)     147.64  (feet)  COMP
 PE0675  MODELED GRAV-     980,567.0   (mgal)                       NAVD 88
 PE0675  OBS GRAVITY -     980,568.1   (mgal)                       GRAV_OBS
 PE0675
 PE0675  VERT ORDER  -  FIRST     CLASS I
 PE0675
 PE0675.The horizontal coordinates were scaled from a topographic map and have
 PE0675.an estimated accuracy of +/- 6 seconds.
 PE0675
 PE0675.The orthometric height was determined by differential leveling
 PE0675.and adjusted by the National Geodetic Survey in June 1991..
 PE0675
 PE0675.The geoid height was determined by GEOID03.
 PE0675
 PE0675.The dynamic height is computed by dividing the NAVD 88
 PE0675.geopotential number by the normal gravity value computed on the
 PE0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0675.degrees latitude (g = 980.6199 gals.).
 PE0675
 PE0675.The modeled gravity was interpolated from observed gravity values.
 PE0675.The observed gravity was obtained from relative gravimeter ties
 PE0675.to the IGSN71 gravity network.
 PE0675
 PE0675;                    North         East    Units  Estimated Accuracy
 PE0675;SPC ME E     -   114,060.      226,040.      MT  (+/- 180 meters Scaled)
 PE0675
 PE0675                          SUPERSEDED SURVEY CONTROL
 PE0675
 PE0675  NGVD 29 (??/??/92)   45.210  (m)          148.33   (f) ADJ UNCH    1 1
 PE0675
 PE0675.Superseded values are not recommended for survey control.
 PE0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0675.See file dsdata.txt to determine how the superseded data were derived.
 PE0675
 PE0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK656485(NAD 83)
 PE0675_MARKER: DB = BENCH MARK DISK
 PE0675_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PE0675_SP_SET: 16.0 FEET
 PE0675_STAMPING: K 160 1966
 PE0675_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0675
 PE0675  HISTORY     - Date     Condition        Report By
 PE0675  HISTORY     - 1966     MONUMENTED       CGS
 PE0675  HISTORY     - 1978     GOOD             DOD
 PE0675
 PE0675                          STATION DESCRIPTION
 PE0675
 PE0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE0675'0.3 MI SW FROM BURNHAM.
 PE0675'0.3 MILE SOUTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE0675'STATION AT BURNHAM, 6 RAILS NORTHEAST OF THE SOUTHWEST END OF A
 PE0675'SIDING, BETWEEN THE TRACK AND STATE HIGHWAYS 100 AND 11, 79 FEET
 PE0675'SOUTHWEST OF MILEPOST P95/V156, 31.4 FEET SOUTHEAST OF AND
 PE0675'ACROSS A SIDETRACK FROM THE SOUTHEAST RAIL OF THE MAIN TRACK,
 PE0675'39.0 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 18 FEET
 PE0675'SOUTHEAST OF THE SOUTHEAST RAIL OF THE SIDETRACK, 1 1/2 FEET
 PE0675'NORTHEAST OF A TELEPHONE POLE, 1.4 FEET SOUTHWEST OF A METAL
 PE0675'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, AND
 PE0675'IS A DISK ON A COPPER COATED STEEL ROD FLUSH WITH THE GROUND AND
 PE0675'PROTECTED BY A 5-INCH IRON PIPE PROJECTING 0.5 FOOT.  THE
 PE0675'ROD WAS DRIVEN TO A DEPTH OF 16.0 FEET.
 PE0675
 PE0675                          STATION RECOVERY (1978)
 PE0675
 PE0675'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE0675'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0383 ***********************************************************************
 OC0383  DESIGNATION -  K 161
 OC0383  PID         -  OC0383
 OC0383  STATE/COUNTY-  ME/YORK
 OC0383  USGS QUAD   -  KENNEBUNK (1983)
 OC0383
 OC0383                         *CURRENT SURVEY CONTROL
 OC0383  ___________________________________________________________________
 OC0383* NAD 83(1986)-  43 25 08.     (N)    070 30 13.     (W)     SCALED    
 OC0383* NAVD 88     -        27.773  (meters)      91.12   (feet)  ADJUSTED  
 OC0383  ___________________________________________________________________
 OC0383  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 OC0383  DYNAMIC HT  -          27.769 (meters)      91.11  (feet)  COMP
 OC0383  MODELED GRAV-     980,478.5   (mgal)                       NAVD 88
 OC0383
 OC0383  VERT ORDER  -  FIRST     CLASS I
 OC0383
 OC0383.The horizontal coordinates were scaled from a topographic map and have
 OC0383.an estimated accuracy of +/- 6 seconds.
 OC0383
 OC0383.The orthometric height was determined by differential leveling
 OC0383.and adjusted by the National Geodetic Survey in June 1991..
 OC0383
 OC0383.The geoid height was determined by GEOID03.
 OC0383
 OC0383.The dynamic height is computed by dividing the NAVD 88
 OC0383.geopotential number by the normal gravity value computed on the
 OC0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0383.degrees latitude (g = 980.6199 gals.).
 OC0383
 OC0383.The modeled gravity was interpolated from observed gravity values.
 OC0383
 OC0383;                    North         East    Units  Estimated Accuracy
 OC0383;SPC ME W     -    65,110.      872,710.      MT  (+/- 180 meters Scaled)
 OC0383
 OC0383                          SUPERSEDED SURVEY CONTROL
 OC0383
 OC0383  NGVD 29 (??/??/92)   27.997  (m)           91.85   (f) ADJ UNCH    1 1
 OC0383
 OC0383.Superseded values are not recommended for survey control.
 OC0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0383.See file dsdata.txt to determine how the superseded data were derived.
 OC0383
 OC0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ782084(NAD 83)
 OC0383_MARKER: DB = BENCH MARK DISK
 OC0383_SETTING: 66 = SET IN ROCK OUTCROP
 OC0383_SP_SET: BEDROCK
 OC0383_STAMPING: K 161 1966
 OC0383_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC0383+STABILITY: POSITION/ELEVATION WELL
 OC0383
 OC0383  HISTORY     - Date     Condition        Report By
 OC0383  HISTORY     - 1966     MONUMENTED       CGS
 OC0383  HISTORY     - 1978     GOOD             DOD
 OC0383  HISTORY     - 1988     GOOD             USPSQD
 OC0383
 OC0383                          STATION DESCRIPTION
 OC0383
 OC0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OC0383'3 MI NE FROM KENNEBUNK.
 OC0383'ABOUT 1.25 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE POST
 OC0383'OFFICE AT KENNEBUNK, THENCE 0.8 MILE EAST ALONG SINNOTT ROAD,
 OC0383'THENCE ABOUT 0.9 MILE NORTHEAST ALONG BIDDEFORD ROAD, IN THE TOP
 OC0383'OF A BED ROCK THAT THE EXPOSED PORTION IS ABOUT 5-BY-10-FOOT AND
 OC0383'FLUSH WITH THE GROUND, 1.5 FEET NORTHWEST OF THE SOUTHEAST EDGE,
 OC0383'375 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION OF LOG CABIN
 OC0383'ROAD AND BIDDEFORD ROAD, 59 FEET NORTH OF THE NORTH CORNER OF A
 OC0383'2 STORY HOUSE, 21 FEET SOUTHEAST OF THE CENTER LINE OF BIDDEFORD
 OC0383'ROAD, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
 OC0383
 OC0383                          STATION RECOVERY (1978)
 OC0383
 OC0383'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 OC0383'RECOVERED IN GOOD CONDITION.
 OC0383
 OC0383                          STATION RECOVERY (1988)
 OC0383
 OC0383'RECOVERY NOTE BY US POWER SQUADRON 1988 (RSR)
 OC0383'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0083 ***********************************************************************
 OC0083  DESIGNATION -  K 162
 OC0083  PID         -  OC0083
 OC0083  STATE/COUNTY-  ME/CUMBERLAND
 OC0083  USGS QUAD   -  PROUTS NECK (1978)
 OC0083
 OC0083                         *CURRENT SURVEY CONTROL
 OC0083  ___________________________________________________________________
 OC0083* NAD 83(1986)-  43 35 03.     (N)    070 21 39.     (W)     SCALED    
 OC0083* NAVD 88     -         6.984  (meters)      22.91   (feet)  ADJUSTED  
 OC0083  ___________________________________________________________________
 OC0083  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 OC0083  DYNAMIC HT  -           6.983 (meters)      22.91  (feet)  COMP
 OC0083  MODELED GRAV-     980,497.8   (mgal)                       NAVD 88
 OC0083
 OC0083  VERT ORDER  -  FIRST     CLASS I
 OC0083
 OC0083.The horizontal coordinates were scaled from a topographic map and have
 OC0083.an estimated accuracy of +/- 6 seconds.
 OC0083
 OC0083.The orthometric height was determined by differential leveling
 OC0083.and adjusted by the National Geodetic Survey in June 1991..
 OC0083
 OC0083.The geoid height was determined by GEOID03.
 OC0083
 OC0083.The dynamic height is computed by dividing the NAVD 88
 OC0083.geopotential number by the normal gravity value computed on the
 OC0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0083.degrees latitude (g = 980.6199 gals.).
 OC0083
 OC0083.The modeled gravity was interpolated from observed gravity values.
 OC0083
 OC0083;                    North         East    Units  Estimated Accuracy
 OC0083;SPC ME W     -    83,430.      884,320.      MT  (+/- 180 meters Scaled)
 OC0083
 OC0083                          SUPERSEDED SURVEY CONTROL
 OC0083
 OC0083  NGVD 29 (??/??/92)    7.212  (m)           23.66   (f) ADJ UNCH    1 1
 OC0083
 OC0083.Superseded values are not recommended for survey control.
 OC0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0083.See file dsdata.txt to determine how the superseded data were derived.
 OC0083
 OC0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ901265(NAD 83)
 OC0083_MARKER: DB = BENCH MARK DISK
 OC0083_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OC0083_SP_SET: CULVERT
 OC0083_STAMPING: K 162 1966
 OC0083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC0083
 OC0083  HISTORY     - Date     Condition        Report By
 OC0083  HISTORY     - 1966     MONUMENTED       CGS
 OC0083  HISTORY     - 1978     GOOD             DOD
 OC0083
 OC0083                          STATION DESCRIPTION
 OC0083
 OC0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OC0083'1.3 MI SW FROM SCARBOROUGH.
 OC0083'ABOUT 1.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST
 OC0083'OFFICE AT SCARBOROUGH, NEAR THE JUNCTION OF SCOTTOW HILL ROAD,
 OC0083'IN THE TOP NEAR THE SOUTHWEST END OF THE SOUTHEAST CONCRETE
 OC0083'HEAD WALL FOR A 3-FOOT BOX CULVERT OVER A STREAM, 5.0 FEET
 OC0083'NORTHEAST OF THE SOUTHWEST END OF THE CULVERT, 30.5 FEET
 OC0083'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 53 FEET SOUTHWEST
 OC0083'OF THE EXTENDED CENTER LINE OF SCOTTOW HILL ROAD, AND ABOUT
 OC0083'2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 OC0083
 OC0083                          STATION RECOVERY (1978)
 OC0083
 OC0083'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 OC0083'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0037 ***********************************************************************
 OC0037  DESIGNATION -  K 163
 OC0037  PID         -  OC0037
 OC0037  STATE/COUNTY-  ME/CUMBERLAND
 OC0037  USGS QUAD   -  CUMBERLAND CENTER (1975)
 OC0037
 OC0037                         *CURRENT SURVEY CONTROL
 OC0037  ___________________________________________________________________
 OC0037* NAD 83(1986)-  43 46 37.     (N)    070 15 08.     (W)     SCALED    
 OC0037* NAVD 88     -        17.708  (meters)      58.10   (feet)  ADJUSTED  
 OC0037  ___________________________________________________________________
 OC0037  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 OC0037  DYNAMIC HT  -          17.706 (meters)      58.09  (feet)  COMP
 OC0037  MODELED GRAV-     980,497.6   (mgal)                       NAVD 88
 OC0037
 OC0037  VERT ORDER  -  FIRST     CLASS I
 OC0037
 OC0037.The horizontal coordinates were scaled from a topographic map and have
 OC0037.an estimated accuracy of +/- 6 seconds.
 OC0037
 OC0037.The orthometric height was determined by differential leveling
 OC0037.and adjusted by the National Geodetic Survey in June 1991..
 OC0037
 OC0037.The geoid height was determined by GEOID03.
 OC0037
 OC0037.The dynamic height is computed by dividing the NAVD 88
 OC0037.geopotential number by the normal gravity value computed on the
 OC0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0037.degrees latitude (g = 980.6199 gals.).
 OC0037
 OC0037.The modeled gravity was interpolated from observed gravity values.
 OC0037
 OC0037;                    North         East    Units  Estimated Accuracy
 OC0037;SPC ME W     -   104,830.      893,110.      MT  (+/- 180 meters Scaled)
 OC0037
 OC0037                          SUPERSEDED SURVEY CONTROL
 OC0037
 OC0037  NGVD 29 (??/??/92)   17.919  (m)           58.79   (f) ADJ UNCH    1 1
 OC0037
 OC0037.Superseded values are not recommended for survey control.
 OC0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0037.See file dsdata.txt to determine how the superseded data were derived.
 OC0037
 OC0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ992478(NAD 83)
 OC0037_MARKER: DB = BENCH MARK DISK
 OC0037_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC0037_SP_SET: ABUTMENT
 OC0037_STAMPING: K 163 1966
 OC0037_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC0037
 OC0037  HISTORY     - Date     Condition        Report By
 OC0037  HISTORY     - 1966     MONUMENTED       CGS
 OC0037  HISTORY     - 1978     GOOD             DOD
 OC0037
 OC0037                          STATION DESCRIPTION
 OC0037
 OC0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OC0037'0.1 MI NE FROM CUMBERLAND CENTER.
 OC0037'ABOUT 0.1 MILE NORTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM
 OC0037'THE CROSSING OF STATE HIGHWAY 9 AT CUMBERLAND CENTER, AT THE
 OC0037'RAILROAD BRIDGE OVER MILL BROOK, IN THE TOP OF THE NORTH CORNER
 OC0037'OF THE NORTHWEST END OF THE NORTHEAST CONCRETE ABUTMENT OF THE
 OC0037'BRIDGE, 20.8 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN
 OC0037'TRACK, 6.2 FEET NORTHWEST OF THE NORTHWEST RAIL OF A SIDETRACK,
 OC0037'AND ABOUT LEVEL WITH THE TRACK.
 OC0037
 OC0037                          STATION RECOVERY (1978)
 OC0037
 OC0037'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 OC0037'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0084 ***********************************************************************
 PF0084  DESIGNATION -  K 164
 PF0084  PID         -  PF0084
 PF0084  STATE/COUNTY-  ME/ANDROSCOGGIN
 PF0084  USGS QUAD   -  MINOT (1981)
 PF0084
 PF0084                         *CURRENT SURVEY CONTROL
 PF0084  ___________________________________________________________________
 PF0084* NAD 83(1986)-  44 03 01.     (N)    070 16 32.     (W)     SCALED    
 PF0084* NAVD 88     -        86.158  (meters)     282.67   (feet)  ADJUSTED  
 PF0084  ___________________________________________________________________
 PF0084  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 PF0084  DYNAMIC HT  -          86.147 (meters)     282.63  (feet)  COMP
 PF0084  MODELED GRAV-     980,497.7   (mgal)                       NAVD 88
 PF0084  OBS GRAVITY -     980,499.2   (mgal)                       GRAV_OBS
 PF0084
 PF0084  VERT ORDER  -  FIRST     CLASS I
 PF0084
 PF0084.The horizontal coordinates were scaled from a topographic map and have
 PF0084.an estimated accuracy of +/- 6 seconds.
 PF0084
 PF0084.The orthometric height was determined by differential leveling
 PF0084.and adjusted by the National Geodetic Survey in June 1991..
 PF0084
 PF0084.The geoid height was determined by GEOID03.
 PF0084
 PF0084.The dynamic height is computed by dividing the NAVD 88
 PF0084.geopotential number by the normal gravity value computed on the
 PF0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0084.degrees latitude (g = 980.6199 gals.).
 PF0084
 PF0084.The modeled gravity was interpolated from observed gravity values.
 PF0084.The observed gravity was obtained from relative gravimeter ties
 PF0084.to the IGSN71 gravity network.
 PF0084
 PF0084;                    North         East    Units  Estimated Accuracy
 PF0084;SPC ME W     -   135,210.      891,270.      MT  (+/- 180 meters Scaled)
 PF0084
 PF0084                          SUPERSEDED SURVEY CONTROL
 PF0084
 PF0084  NGVD 29 (??/??/92)   86.346  (m)          283.29   (f) ADJ UNCH    1 1
 PF0084
 PF0084.Superseded values are not recommended for survey control.
 PF0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0084.See file dsdata.txt to determine how the superseded data were derived.
 PF0084
 PF0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ978782(NAD 83)
 PF0084_MARKER: DB = BENCH MARK DISK
 PF0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PF0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PF0084_STAMPING: K 164 1966
 PF0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0084+STABILITY: SURFACE MOTION
 PF0084
 PF0084  HISTORY     - Date     Condition        Report By
 PF0084  HISTORY     - 1966     MONUMENTED       CGS
 PF0084  HISTORY     - 1978     GOOD             DOD
 PF0084
 PF0084                          STATION DESCRIPTION
 PF0084
 PF0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PF0084'5.4 MI SW FROM AUBURN.
 PF0084'ABOUT 4.45 MILES SOUTHWEST ALONG THE MAINE CENTRAL RAILROAD
 PF0084'FROM THE CROSSING OF COURT STREET AT AUBURN, THENCE ABOUT 1.0
 PF0084'MILE NORTHWEST ALONG EAST HARDSCRABBLE ROAD, NEAR THE JUNCTION
 PF0084'OF HOTEL ROAD, 143 FEET WEST OF AND ACROSS HOTEL ROAD FROM
 PF0084'THE CENTER LINE OF E. HARDSCRABBLE ROAD, 201 FEET SOUTHWEST OF THE
 PF0084'CENTER OF THE JUNCTION, 21 FEET NORTHWEST OF THE CENTER LINE
 PF0084'OF HOTEL ROAD, 3 1/2 FEET NORTHEAST OF POWER POLE 045, ABOUT
 PF0084'LEVEL WITH HOTEL ROAD, AND SET IN THE TOP OF A CONCRETE POST
 PF0084'PROJECTING 0.3 FOOT.
 PF0084
 PF0084                          STATION RECOVERY (1978)
 PF0084
 PF0084'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PF0084'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1429 ***********************************************************************
 PE1429  DESIGNATION -  K 165
 PE1429  PID         -  PE1429
 PE1429  STATE/COUNTY-  ME/KENNEBEC
 PE1429  USGS QUAD   -  WATERVILLE (1982)
 PE1429
 PE1429                         *CURRENT SURVEY CONTROL
 PE1429  ___________________________________________________________________
 PE1429* NAD 83(1986)-  44 32 33.     (N)    069 43 39.     (W)     SCALED    
 PE1429* NAVD 88     -        79.573  (meters)     261.07   (feet)  ADJUSTED  
 PE1429  ___________________________________________________________________
 PE1429  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 PE1429  DYNAMIC HT  -          79.567 (meters)     261.05  (feet)  COMP
 PE1429  MODELED GRAV-     980,541.5   (mgal)                       NAVD 88
 PE1429  OBS GRAVITY -     980,544.7   (mgal)                       GRAV_OBS
 PE1429
 PE1429  VERT ORDER  -  FIRST     CLASS I
 PE1429
 PE1429.The horizontal coordinates were scaled from a topographic map and have
 PE1429.an estimated accuracy of +/- 6 seconds.
 PE1429
 PE1429.The orthometric height was determined by differential leveling
 PE1429.and adjusted by the National Geodetic Survey in June 1991..
 PE1429
 PE1429.The geoid height was determined by GEOID03.
 PE1429
 PE1429.The dynamic height is computed by dividing the NAVD 88
 PE1429.geopotential number by the normal gravity value computed on the
 PE1429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1429.degrees latitude (g = 980.6199 gals.).
 PE1429
 PE1429.The modeled gravity was interpolated from observed gravity values.
 PE1429.The observed gravity was obtained from relative gravimeter ties
 PE1429.to the IGSN71 gravity network.
 PE1429
 PE1429;                    North         East    Units  Estimated Accuracy
 PE1429;SPC ME W     -   189,990.      934,900.      MT  (+/- 180 meters Scaled)
 PE1429
 PE1429                          SUPERSEDED SURVEY CONTROL
 PE1429
 PE1429  NGVD 29 (??/??/92)   79.766  (m)          261.70   (f) ADJ UNCH    1 1
 PE1429
 PE1429.Superseded values are not recommended for survey control.
 PE1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1429.See file dsdata.txt to determine how the superseded data were derived.
 PE1429
 PE1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK422323(NAD 83)
 PE1429_MARKER: DB = BENCH MARK DISK
 PE1429_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE1429_SP_SET: PIER
 PE1429_STAMPING: K 165 1966
 PE1429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE1429
 PE1429  HISTORY     - Date     Condition        Report By
 PE1429  HISTORY     - 1966     MONUMENTED       CGS
 PE1429  HISTORY     - 1978     GOOD             DOD
 PE1429
 PE1429                          STATION DESCRIPTION
 PE1429
 PE1429'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE1429'0.6 MI SW FROM OAKLAND.
 PE1429'ABOUT 0.55 MILE SOUTHWEST ALONG THE MAINE CENTRAL RAILROAD
 PE1429'FROM THE POST OFFICE AT OAKLAND, ABOUT 0.45 MILE SOUTHWEST
 PE1429'OF MILEPOST P 79/V175, AT THE OVERPASS CROSSING OF STATE
 PE1429'HIGHWAY 11, SET VERTICALLY IN THE NORTHWEST FACE NEAR THE
 PE1429'NORTHEAST END OF THE FIRST CONCRETE PIER SOUTHEAST OF THE
 PE1429'TRACK, 7.0 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN
 PE1429'TRACK, 1.6 FEET SOUTHWEST OF THE NORTHEAST END OF THE PIER,
 PE1429'AND ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK.
 PE1429
 PE1429                          STATION RECOVERY (1978)
 PE1429
 PE1429'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE1429'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0880 ***********************************************************************
 PF0880  DESIGNATION -  K 166
 PF0880  PID         -  PF0880
 PF0880  STATE/COUNTY-  ME/KENNEBEC
 PF0880  USGS QUAD   -  WAYNE (1966)
 PF0880
 PF0880                         *CURRENT SURVEY CONTROL
 PF0880  ___________________________________________________________________
 PF0880* NAD 83(1986)-  44 15 50.     (N)    070 00 37.     (W)     SCALED    
 PF0880* NAVD 88     -        55.349  (meters)     181.59   (feet)  ADJUSTED  
 PF0880  ___________________________________________________________________
 PF0880  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 PF0880  DYNAMIC HT  -          55.344 (meters)     181.57  (feet)  COMP
 PF0880  MODELED GRAV-     980,525.6   (mgal)                       NAVD 88
 PF0880  OBS GRAVITY -     980,528.6   (mgal)                       GRAV_OBS
 PF0880
 PF0880  VERT ORDER  -  FIRST     CLASS I
 PF0880
 PF0880.The horizontal coordinates were scaled from a topographic map and have
 PF0880.an estimated accuracy of +/- 6 seconds.
 PF0880
 PF0880.The orthometric height was determined by differential leveling
 PF0880.and adjusted by the National Geodetic Survey in June 1991..
 PF0880
 PF0880.The geoid height was determined by GEOID03.
 PF0880
 PF0880.The dynamic height is computed by dividing the NAVD 88
 PF0880.geopotential number by the normal gravity value computed on the
 PF0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0880.degrees latitude (g = 980.6199 gals.).
 PF0880
 PF0880.The modeled gravity was interpolated from observed gravity values.
 PF0880.The observed gravity was obtained from relative gravimeter ties
 PF0880.to the IGSN71 gravity network.
 PF0880
 PF0880;                    North         East    Units  Estimated Accuracy
 PF0880;SPC ME W     -   158,950.      912,490.      MT  (+/- 180 meters Scaled)
 PF0880
 PF0880                          SUPERSEDED SURVEY CONTROL
 PF0880
 PF0880  NGVD 29 (??/??/92)   55.54   (m)          182.2    (f) COMPUTED    1 1
 PF0880
 PF0880.Superseded values are not recommended for survey control.
 PF0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0880.See file dsdata.txt to determine how the superseded data were derived.
 PF0880
 PF0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK193016(NAD 83)
 PF0880_MARKER: DB = BENCH MARK DISK
 PF0880_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PF0880_SP_SET: CULVERT
 PF0880_STAMPING: K 166 1966
 PF0880_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PF0880
 PF0880  HISTORY     - Date     Condition        Report By
 PF0880  HISTORY     - 1966     MONUMENTED       CGS
 PF0880
 PF0880                          STATION DESCRIPTION
 PF0880
 PF0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PF0880'2.4 MI NE FROM MONMOUTH.
 PF0880'ABOUT 2.35 MILES NORTHEAST ALONG THE MAINE CENTRAL RAILROAD
 PF0880'FROM THE CROSSING OF STATE HIGHWAY 132, ABOUT 0.4 MILE NORTHEAST
 PF0880'OF MILEPOST P53/V 210, ABOUT 0.3 MILE SOUTHWEST OF A GRADED ROAD
 PF0880'CROSSING, IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST
 PF0880'CONCRETE HEAD WALL FOR A 12-FOOT BOX CULVERT OVER WILSON STREAM,
 PF0880'6.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND ABOUT 1/2 FOOT
 PF0880'BELOW THE LEVEL OF THE TRACK.  NOTE-- ALSO ABOUT 3.2 MILES SOUTHWEST
 PF0880'ALONG THE MAINE CENTRAL RAILROAD FROM THE STATION AT WINTHROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0149 ***********************************************************************
 PD0149  DESIGNATION -  K 167
 PD0149  PID         -  PD0149
 PD0149  STATE/COUNTY-  ME/WASHINGTON
 PD0149  USGS QUAD   -  HADLEY LAKE (1987)
 PD0149
 PD0149                         *CURRENT SURVEY CONTROL
 PD0149  ___________________________________________________________________
 PD0149* NAD 83(1996)-  44 49 57.60929(N)    067 25 16.62566(W)     ADJUSTED  
 PD0149* NAVD 88     -        32.972  (meters)     108.18   (feet)  ADJUSTED  
 PD0149  ___________________________________________________________________
 PD0149  X           -   1,739,583.402 (meters)                     COMP
 PD0149  Y           -  -4,183,460.488 (meters)                     COMP
 PD0149  Z           -   4,474,187.075 (meters)                     COMP
 PD0149  LAPLACE CORR-           6.67  (seconds)                    DEFLEC99
 PD0149  ELLIP HEIGHT-           9.71  (meters)          (01/15/02) GPS OBS
 PD0149  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 PD0149  DYNAMIC HT  -          32.971 (meters)     108.17  (feet)  COMP
 PD0149  MODELED GRAV-     980,585.5   (mgal)                       NAVD 88
 PD0149
 PD0149  HORZ ORDER  -  FIRST
 PD0149  VERT ORDER  -  FIRST     CLASS I
 PD0149  ELLP ORDER  -  FOURTH    CLASS I
 PD0149
 PD0149.The horizontal coordinates were established by GPS observations
 PD0149.and adjusted by the National Geodetic Survey in March 1998..
 PD0149
 PD0149.The orthometric height was determined by differential leveling
 PD0149.and adjusted by the National Geodetic Survey in June 1991..
 PD0149
 PD0149.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PD0149
 PD0149.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0149
 PD0149.The ellipsoidal height was determined by GPS observations
 PD0149.and is referenced to NAD 83.
 PD0149
 PD0149.The geoid height was determined by GEOID03.
 PD0149
 PD0149.The dynamic height is computed by dividing the NAVD 88
 PD0149.geopotential number by the normal gravity value computed on the
 PD0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0149.degrees latitude (g = 980.6199 gals.).
 PD0149
 PD0149.The modeled gravity was interpolated from observed gravity values.
 PD0149
 PD0149;                    North         East     Units Scale Factor Converg.
 PD0149;SPC ME E     -   130,116.001   385,291.975   MT  0.99998943   +0 45 38.1
 PD0149;UTM  19      - 4,965,574.605   624,788.646   MT  0.99979149   +1 06 47.5
 PD0149
 PD0149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0149!SPC ME E     -   0.99999848  x   0.99998943  =   0.99998791
 PD0149!UTM  19      -   0.99999848  x   0.99979149  =   0.99978997
 PD0149
 PD0149                          SUPERSEDED SURVEY CONTROL
 PD0149
 PD0149  ELLIP H (03/06/98)    9.69   (m)                       GP(       ) 4 1
 PD0149  NAD 83(1992)-  44 49 57.60662(N)    067 25 16.62442(W) AD(       ) 1
 PD0149  ELLIP H (01/28/95)    9.74   (m)                       GP(       ) 4 2
 PD0149  NAD 83(1986)-  44 49 57.61032(N)    067 25 16.63696(W) AD(       ) 1
 PD0149  NGVD 29 (??/??/92)   33.181  (m)          108.86   (f) ADJ UNCH    1 1
 PD0149
 PD0149.Superseded values are not recommended for survey control.
 PD0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0149.See file dsdata.txt to determine how the superseded data were derived.
 PD0149
 PD0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK2478965575(NAD 83)
 PD0149_MARKER: DB = BENCH MARK DISK
 PD0149_SETTING: 66 = SET IN ROCK OUTCROP
 PD0149_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 PD0149_STAMPING: K 167 1966
 PD0149_MARK LOGO: CGS   
 PD0149_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PD0149_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0149+STABILITY: POSITION/ELEVATION WELL
 PD0149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PD0149+SATELLITE: SATELLITE OBSERVATIONS - January 25, 1989
 PD0149
 PD0149  HISTORY     - Date     Condition        Report By
 PD0149  HISTORY     - 1966     MONUMENTED       CGS
 PD0149  HISTORY     - 1978     GOOD             DMA
 PD0149  HISTORY     - 1986     GOOD             NGS
 PD0149  HISTORY     - 19881201 GOOD             NGS
 PD0149  HISTORY     - 19890125 GOOD
 PD0149
 PD0149                          STATION DESCRIPTION
 PD0149
 PD0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PD0149'5.1 MI N FROM JACKSONVILLE.
 PD0149'5.1 MILES NORTH ALONG THE MAINE CENTRAL RAILROAD FROM THE CROSSING
 PD0149'OF STATE HIGHWAY 191 AT JACKSONVILLE, 850 FEET SOUTHWEST OF THE
 PD0149'CROSSING OF STATE HIGHWAY 191 (SAME HIGHWAY), 161 FEET EAST-NORTHEAST
 PD0149'OF A WHISTLE POST, 57.7 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 PD0149'IN THE TOP OF A 5-BY-9-FOOT EXPOSED PORTION OF A ROCK OUTCROP
 PD0149'THAT PROJECTS ABOUT 3 FEET, AND ABOUT 5 FEET ABOVE THE LEVEL OF
 PD0149'THE TRACK.
 PD0149
 PD0149                          STATION RECOVERY (1978)
 PD0149
 PD0149'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PD0149'RECOVERED IN GOOD CONDITION.
 PD0149
 PD0149                          STATION RECOVERY (1986)
 PD0149
 PD0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (REP)
 PD0149'THE STATION IS LOCATED ABOUT 24.1 KM (15 MI)
 PD0149'SOUTHEAST OF WESLEY, 16.1 KM (10 MI) SOUTHWEST OF DENNYSVILLE, 12.9
 PD0149'KM (8 MI) NORTH-NORTHEAST OF MACHIAS AND JUST SOUTH OF THE MAINE
 PD0149'CENTRAL RAILROAD.
 PD0149'OWNERSHIP--MAINE CENTRAL RAILROAD, ENGINEERING DEPARTMENT, PO BOX
 PD0149'9701, PORTLAND ME 04104, PHONE NO 207-273-5046.
 PD0149'
 PD0149'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE
 PD0149'HIGHWAY 86, WHICH IS 0.6 KM (0.4 MI) EAST OF DENNYSVILLE.  GO
 PD0149'WESTERLY ON HIGHWAY 86 THROUGH DENNYSVILLE FOR 15.6 KM (9.7 MI) TO
 PD0149'THE JUNCTION OF STATE HIGHWAY 191 AND THE END OF HIGHWAY 86.  TURN
 PD0149'LEFT AND GO SOUTH ON HIGHWAY 191 FOR 4.8 KM (3.0 MI) TO A RAILROAD
 PD0149'CROSSING, CROSS TRACKS AND TURN RIGHT ALONG TRACKS FOR 0.3 KM (0.2
 PD0149'MI) TO HIGH GROUND ON THE LEFT AND THE STATION.
 PD0149'
 PD0149'THE STATION IS A STANDARD CGS DISK
 PD0149'STAMPED---K 167 1966---,
 PD0149'SET INTO ROCK OUTCROP, LOCATED
 PD0149'49 METERS (160.8 FT) NORTHEAST FROM A WHISTLE POST,
 PD0149'17.8 METERS (58.40 FT) SOUTHEAST FROM THE SOUTHEAST RAIL AND IN THE
 PD0149'TOP OF A 2 BY 3 METER ROCK OUTCROP THAT PROJECTS 1 METER ABOVE THE
 PD0149'BLUE BERRY FIELD.
 PD0149'
 PD0149'SOUTHEAST MAINE SUBSIDENCE NETWORK, AUGUST 1986.
 PD0149'
 PD0149'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 PD0149'
 PD0149'DESCRIBED BY R.T. WOODRUFF.
 PD0149
 PD0149                          STATION RECOVERY (1988)
 PD0149
 PD0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 PD0149'STATION WAS RECOVERED IN GOOD CONDITION, NEW AND COMPLETE DESCRIPTION
 PD0149'FOLLOWS.
 PD0149'THE STATION IS LOCATED ABOUT 24.1 KM (15.00 MI) SOUTHEAST OF WESLEY,
 PD0149'16.1 KM (10.00 MI) SOUTHWEST OF DENNYSVILLE, 12.9 KM (8.00 MI)
 PD0149'NORTH-NORTHEAST OF MACHIAS AND JUST SOUTH OF THE MAINE CENTRAL
 PD0149'RAILROAD TRACK.  OWNERSHIP--UNKNOWN.  (POSSIBLY MAINE CENTRAL RAILROAD
 PD0149'RIGHT-OF-WAY WHICH NOW BELONGS TO DEPARTMENT OF TRANSPORTATION.)
 PD0149'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE
 PD0149'HIGHWAY 86, WHICH IS 0.6 KM (0.35 MI) EAST OF DENNYSVILLE, GO WESTERLY
 PD0149'ON HIGHWAY 86 THROUGH DENNYSVILLE FOR 16.9 KM (10.50 MI) TO THE
 PD0149'JUNCTION OF STATE HIGHWAY 191 AND THE END OF HIGHWAY 86.   TURN LEFT
 PD0149'AND GO SOUTH ON HIGHWAY 191 FOR 5.2 KM (3.15 MI) TO A RAILROAD
 PD0149'CROSSING.  CROSS TRACKS AND TURN RIGHT ALONG TRACKS OF 0.25 KM
 PD0149'(0.15 MI) TO HIGH GROUND ON THE LEFT AND THE STATION.
 PD0149'THE STATION IS A STANDARD CGS BENCHMARK DISK SET INTO ROCK OUTCROP.
 PD0149'LOCATED 49.0 M (160.8 FT) NORTHEAST FROM A WHISTLE POST, 17.8 M
 PD0149'(58.4 FT) SOUTHEAST FROM THE SOUTHEAST RAIL AND IN TOP OF A 2 M
 PD0149'(6.6 FT) BY 3 M (9.8 FT) ROCK OUTCROP THAT PROJECTS 1 M (3.3 FT) ABOVE
 PD0149'THE BLUEBERRY FIELD.
 PD0149'SOUTHEAST MAINE SUBSIDENCE NETWORK, AUGUST 1986 AND OCTOBER 1988.
 PD0149'DESCRIBED BY R.T. WOODRUFF.
 PD0149
 PD0149                          STATION RECOVERY (1989)
 PD0149
 PD0149'RECOVERED 1989
 PD0149'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0171 ***********************************************************************
 PD0171  DESIGNATION -  K 168
 PD0171  PID         -  PD0171
 PD0171  STATE/COUNTY-  ME/WASHINGTON
 PD0171  USGS QUAD   -  PEMBROKE (1977)
 PD0171
 PD0171                         *CURRENT SURVEY CONTROL
 PD0171  ___________________________________________________________________
 PD0171* NAD 83(1986)-  44 54 05.     (N)    067 14 50.     (W)     SCALED    
 PD0171* NAVD 88     -        27.033  (meters)      88.69   (feet)  ADJUSTED  
 PD0171  ___________________________________________________________________
 PD0171  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 PD0171  DYNAMIC HT  -          27.032 (meters)      88.69  (feet)  COMP
 PD0171  MODELED GRAV-     980,603.5   (mgal)                       NAVD 88
 PD0171
 PD0171  VERT ORDER  -  FIRST     CLASS I
 PD0171
 PD0171.The horizontal coordinates were scaled from a topographic map and have
 PD0171.an estimated accuracy of +/- 6 seconds.
 PD0171
 PD0171.The orthometric height was determined by differential leveling
 PD0171.and adjusted by the National Geodetic Survey in June 1991..
 PD0171
 PD0171.The geoid height was determined by GEOID03.
 PD0171
 PD0171.The dynamic height is computed by dividing the NAVD 88
 PD0171.geopotential number by the normal gravity value computed on the
 PD0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0171.degrees latitude (g = 980.6199 gals.).
 PD0171
 PD0171.The modeled gravity was interpolated from observed gravity values.
 PD0171
 PD0171;                    North         East    Units  Estimated Accuracy
 PD0171;SPC ME E     -   137,950.      398,940.      MT  (+/- 180 meters Scaled)
 PD0171
 PD0171                          SUPERSEDED SURVEY CONTROL
 PD0171
 PD0171  NGVD 29 (??/??/92)   27.233  (m)           89.35   (f) ADJ UNCH    1 1
 PD0171
 PD0171.Superseded values are not recommended for survey control.
 PD0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0171.See file dsdata.txt to determine how the superseded data were derived.
 PD0171
 PD0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK383734(NAD 83)
 PD0171_MARKER: DB = BENCH MARK DISK
 PD0171_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PD0171_SP_SET: 15.5 FEET
 PD0171_STAMPING: K 168 1966
 PD0171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PD0171
 PD0171  HISTORY     - Date     Condition        Report By
 PD0171  HISTORY     - 1966     MONUMENTED       CGS
 PD0171  HISTORY     - 1978     GOOD             DMA
 PD0171
 PD0171                          STATION DESCRIPTION
 PD0171
 PD0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PD0171'AT DENNYSVILLE.
 PD0171'AT DENNYSVILLE, 0.1 MILE NORTHEAST OF THE CROSSING OF STATE
 PD0171'HIGHWAY 86, 125 FEET WEST-SOUTHWEST OF THE CENTER OF THE CROSSING
 PD0171'OF A GRAVELED ROAD, 56 FEET SOUTHWEST OF THE SOUTH CORNER OF THE
 PD0171'RAILROAD TOOL AND MOTOR CAR SHED, 16.5 FEET NORTHWEST OF THE
 PD0171'NORTHWEST RAIL, ABOUT 150 FEET NORTHEAST OF THE NORTH CORNER
 PD0171'OF THE RAILROAD BRIDGE OVER DENNYS RIVER, ABOUT 1 FOOT BELOW
 PD0171'THE LEVEL OF THE TRACK, AND IS A DISK ON COPPER COATED STEEL
 PD0171'ROD PROJECTING 0.1 FOOT AND PROTECTED BY A 6-INCH IRON PIPE
 PD0171'PROJECTING 0.1 FOOT.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH
 PD0171'OF 15.5 FEET.
 PD0171
 PD0171                          STATION RECOVERY (1978)
 PD0171
 PD0171'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PD0171'GRAVELED ROAD IS NOW BLACK TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0218 ***********************************************************************
 PE0218  CBN         -  This is a Cooperative Base Network Control Station.
 PE0218  DESIGNATION -  K 169
 PE0218  PID         -  PE0218
 PE0218  STATE/COUNTY-  ME/HANCOCK
 PE0218  USGS QUAD   -  WINTER HARBOR (1985)
 PE0218
 PE0218                         *CURRENT SURVEY CONTROL
 PE0218  ___________________________________________________________________
 PE0218* NAD 83(1996)-  44 24 16.05401(N)    068 00 43.56373(W)     ADJUSTED  
 PE0218* NAVD 88     -         5.873  (meters)      19.27   (feet)  ADJUSTED  
 PE0218  ___________________________________________________________________
 PE0218  X           -   1,708,859.546 (meters)                     COMP
 PE0218  Y           -  -4,232,149.050 (meters)                     COMP
 PE0218  Z           -   4,440,297.227 (meters)                     COMP
 PE0218  LAPLACE CORR-           3.06  (seconds)                    DEFLEC99
 PE0218  ELLIP HEIGHT-         -17.85  (meters)          (12/21/01) GPS OBS
 PE0218  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 PE0218  DYNAMIC HT  -           5.873 (meters)      19.27  (feet)  COMP
 PE0218  MODELED GRAV-     980,563.9   (mgal)                       NAVD 88
 PE0218
 PE0218  HORZ ORDER  -  A
 PE0218  VERT ORDER  -  SECOND    CLASS 0
 PE0218  ELLP ORDER  -  SECOND    CLASS I
 PE0218
 PE0218.The horizontal coordinates were established by GPS observations
 PE0218.and adjusted by the National Geodetic Survey in July 1997..
 PE0218
 PE0218.The orthometric height was determined by differential leveling
 PE0218.and adjusted by the National Geodetic Survey in June 1991..
 PE0218
 PE0218.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PE0218
 PE0218.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE0218
 PE0218.The ellipsoidal height was determined by GPS observations
 PE0218.and is referenced to NAD 83.
 PE0218
 PE0218.The geoid height was determined by GEOID03.
 PE0218
 PE0218.The dynamic height is computed by dividing the NAVD 88
 PE0218.geopotential number by the normal gravity value computed on the
 PE0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0218.degrees latitude (g = 980.6199 gals.).
 PE0218
 PE0218.The modeled gravity was interpolated from observed gravity values.
 PE0218
 PE0218;                    North         East     Units Scale Factor Converg.
 PE0218;SPC ME E     -    82,085.904   338,861.827   MT  0.99991857   +0 20 29.0
 PE0218;UTM  19      - 4,917,271.406   578,663.975   MT  0.99967610   +0 41 28.6
 PE0218
 PE0218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE0218!SPC ME E     -   1.00000280  x   0.99991857  =   0.99992137
 PE0218!UTM  19      -   1.00000280  x   0.99967610  =   0.99967890
 PE0218
 PE0218                          SUPERSEDED SURVEY CONTROL
 PE0218
 PE0218  ELLIP H (07/24/97)  -17.86   (m)                       GP(       ) 2 1
 PE0218  NAD 83(1992)-  44 24 16.05172(N)    068 00 43.56019(W) AD(       ) A
 PE0218  ELLIP H (07/31/92)  -17.84   (m)                       GP(       ) 1 1
 PE0218  NAD 83(1986)-  44 24 16.05734(N)    068 00 43.57537(W) AD(       ) 1
 PE0218  NAVD 88 (04/16/93)    5.87   (m)           19.3    (f) LEVELING    3  
 PE0218  NGVD 29 (??/??/92)    6.071  (m)           19.92   (f) ADJ UNCH    2 0
 PE0218
 PE0218.Superseded values are not recommended for survey control.
 PE0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0218.See file dsdata.txt to determine how the superseded data were derived.
 PE0218
 PE0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK7866417271(NAD 83)
 PE0218_MARKER: DB = BENCH MARK DISK
 PE0218_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE0218_SP_SET: CONCRETE PAD
 PE0218_STAMPING: K 169 1966
 PE0218_MARK LOGO: CGS   
 PE0218_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE0218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE0218_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE0218+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2000
 PE0218
 PE0218  HISTORY     - Date     Condition        Report By
 PE0218  HISTORY     - 1966     MONUMENTED       CGS
 PE0218  HISTORY     - 1970     GOOD             NGS
 PE0218  HISTORY     - 1987     GOOD             USPSQD
 PE0218  HISTORY     - 19881201 GOOD             NGS
 PE0218  HISTORY     - 19890111 GOOD
 PE0218  HISTORY     - 19900517 GOOD             NGS
 PE0218  HISTORY     - 19920629 GOOD             NGS
 PE0218  HISTORY     - 20000418 GOOD             NGS
 PE0218  HISTORY     - 20001011 GOOD             USPSQD
 PE0218
 PE0218                          STATION DESCRIPTION
 PE0218
 PE0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PE0218'0.8 MI SE FROM PROSPECT HARBOR.
 PE0218'0.2 MILE SOUTHEAST ON STATE HIGHWAY 195 FROM THE POST OFFICE AT
 PE0218'PROSPECT HARBOR, THENCE TAKE RIGHT FORK STRAIGHT AHEAD ON THE
 PE0218'LIGHTHOUSE ROAD FOR 0.55 MILE TO U.S. NAVY SATELLITE TRACKING
 PE0218'STATION, 38.3 FEET EAST OF NORTHEAST CORNER OF THE OPERATIONS
 PE0218'BUILDING, 37.4 FEET EAST-SOUTHEAST OF EAST LEG OF RADAR TOWER,
 PE0218'29.2 FEET SOUTHWEST OF SHARP FENCE CORNER, AND CEMENTED IN A
 PE0218'DRILL HOLE IN A 4-FOOT-DIAMETER, CONCRETE PAD PROJECTING 6 INCHES
 PE0218'FROM GROUND.  NOTE-- COORDINATES HAVE BEEN ESTABLISHED FOR THIS
 PE0218'MARK BY MR. C.F. MERRIAM OF PROSPECT HARBOR, AND MAY BE
 PE0218'OBTAINED FROM HIM, OR THE MARINE STATE HIGHWAY COMMISSION.
 PE0218
 PE0218                          STATION RECOVERY (1987)
 PE0218
 PE0218'RECOVERY NOTE BY US POWER SQUADRON 1987 (ELG)
 PE0218'RECOVERED IN GOOD CONDITION.
 PE0218
 PE0218                          STATION RECOVERY (1988)
 PE0218
 PE0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 PE0218'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW AND COMPLETE
 PE0218'DESCRIPTION FOLLOWS.
 PE0218'THE STATION IS LOCATED ABOUT 48.9 KM (30.40 MI) SOUTHEAST OF
 PE0218'ELLSWORTH, 12.6 KM (7.85 MI) SOUTH OF GOULDSBORO AND IN THE TOWN OF
 PE0218'PROSPECT HARBOR AT THE U.S. NAVY STATION.  OWNERSHIP--U.S. NAVY
 PE0218'ASTRONAUTICS GROUP, DETACHMENT ALFA, LIGHTHOUSE ROAD, PROSPECT HARBOR
 PE0218'ME.  PHONE 207-963-7700/7777.
 PE0218'TO REACH THE STATION FROM THE U.S. POST OFFICE AT PROSPECT HARBOR,
 PE0218'WHICH IS ON STATE HIGHWAY 186, GO WEST ON STATE HIGHWAY 186 FOR 0.1 KM
 PE0218'(0.05 MI) TO A SIDE ROAD LEFT (STATE HIGHWAY 195).  TURN LEFT AND GO
 PE0218'SOUTH ON HIGHWAY 195 FOR 0.3 KM (0.20 MI) TO A FORK AT CURVE IN ROAD.
 PE0218'BEAR RIGHT AND CONTINUE SOUTH ON LIGHTHOUSE ROAD OF 0.9 KM (0.55 MI)
 PE0218'TO THE ENTRANCE GATE INTO NAVY ASTRONAUTICS GROUP, DETACHMENT ALFA.
 PE0218'PASS THROUGH THE GATE AND BEAR LEFT, EASTERLY, AT THE FORK.  CONTINUE
 PE0218'AHEAD FOR 0.1 KM (0.05 MI) TO BUILDING 101 SURROUNDED BY A CHAIN LINK
 PE0218'FENCE.  OBTAIN PERMISSION TO DRIVE THROUGH THE GATE IN THE CHAIN LINK
 PE0218'FENCE.  CONTINUE AHEAD, PARELLING THE SOUTH SIDE OF BUILDING 101 TO
 PE0218'THE END OF THE PAVEMENT AND THE STATION ON THE LEFT.
 PE0218'THE STATION IS A STANDARD CGS BENCHMARK DISK CEMENTED IN A DRILL HOLE
 PE0218'IN A 4-FOOT DIAMETER CONCRETE PAD PROJECTING 0.18 M (0.6 FT) ABOVE
 PE0218'GROUND.  LOCATED 11.6 M (38.1 FT)EAST OF NORTHEAST CORNER OF BUILDING
 PE0218'101, 11.4 M (37.4 FT) EAST-SOUTHEAST OF THE EAST LEG OF RADAR TOWER,
 PE0218'4.84 M (15.9 FT) SOUTHWEST FROM CHAIN LINK FENCE AND 3.96 M (13.0 FT)
 PE0218'SOUTH-SOUTHWEST FROM CENTER OF SEWER COVER.
 PE0218'SOUTHEAST MAINE SUBSIDENCE NETWORK, OCTOBER 1988.
 PE0218'DESCRIBED BY F.W. ROSSMANN.
 PE0218
 PE0218                          STATION RECOVERY (1989)
 PE0218
 PE0218'RECOVERED 1989
 PE0218'RECOVERED IN GOOD CONDITION.
 PE0218
 PE0218                          STATION RECOVERY (1990)
 PE0218
 PE0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 PE0218'RECOVERED IN GOOD CONDITION.
 PE0218
 PE0218                          STATION RECOVERY (1992)
 PE0218
 PE0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 PE0218'THE STATION IS LOCATED ABOUT 48.9 KM (30.40 MI) SOUTHEAST OF
 PE0218'ELLSWORTH, 12.6 KM (7.80 MI) SOUTH OF GOULDSBORO AND IN THE TOWN OF
 PE0218'PROSPECT HARBOR AT THE U.S. NAVAL STATION.  OWNERSHIP--U.S. NAVY
 PE0218'ASTRONAUTICS GROUP, DETACHMENT ALPHA, LIGHTHOUSE ROAD, PROSPECT
 PE0218'HARBOR ME, PHONE 207-963-7700 OR 963-7777.
 PE0218'TO REACH THE STATION FROM THE U.S. POST OFFICE IN PROSPECT HARBOR,
 PE0218'WHICH IS ON STATE HIGHWAY 186, GO WEST ON S.R. 186 FOR 0.1 KM
 PE0218'(0.05 MI) TO A SIDE ROAD LEFT (STATE HIGHWAY 195).  TURN LEFT AND GO
 PE0218'SOUTH ON STATE ROUTE 195 FOR 0.2 KM (0.10 MI) TO A FORK AT CURVE IN
 PE0218'ROAD. BEAR RIGHT AND CONTINUE AHEAD SOUTH ON LIGHTHOUSE ROAD FOR 0.9
 PE0218'KM (0.55 MI) TO THE ENTRANCE GATE INTO NAVY STATION.  PASS THROUGH
 PE0218'GATE AND BEAR LEFT, EASTERLY, AT THE FORK.  CONTINUE AHEAD 0.1 KM
 PE0218'(0.05 MI) TO BUILDING 101 SURROUNDED BY A CHAIN LINK FENCE.  CONTINUE
 PE0218'AHEAD, PARALLELING THE SOUTH SIDE OF BUILDING 101 TO THE END OF
 PE0218'PAVEMENT AND THE STATION ON THE LEFT.
 PE0218'THE STATION IS A STANDARD BENCH MARK DISK CEMENTED IN A DRILL HOLE IN
 PE0218'A 4 FT (1.2 M) DIAMETER CONCRETE PAD PROJECTING 0.18 M (0.59 FT)
 PE0218'ABOVE GROUND. LOCATED 11.6 M (38.1 FT) EAST OF THE NORTHEAST CORNER OF
 PE0218'BUILDING 101, 11.4 M (37.4 FT) EAST-SOUTHEAST OF THE EAST LEG OF
 PE0218'RADAR TOWER, 4.84 M (15.88 FT) SOUTHWEST FROM CHAIN LINK FENCE AND
 PE0218'3.96 M (12.99 FT) SOUTH-SOUTHWEST FROM CENTER OF SEWER COVER.
 PE0218
 PE0218                          STATION RECOVERY (2000)
 PE0218
 PE0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 PE0218'RECOVERED AS DESCRIBED WITH NEW OWNERSHIP.  THE LOCATION IS NOW THE US
 PE0218'NAVY SATELLITE OBSERVATION CENTER AND NO GPS RECEIVERS ARE PERMITTED
 PE0218'WITHIN THE COMPLEX WITHOUT WRITTEN PERMISSION.  OWNERSHIP--US NAVY.
 PE0218'CONTACT PERSON IS LCDR RON DAVIS, PO BOX 229, PROSPECT HARBOR ME
 PE0218'04669-0229, PHONE 207-963-7707 OR 963-7777.
 PE0218
 PE0218                          STATION RECOVERY (2000)
 PE0218
 PE0218'RECOVERY NOTE BY US POWER SQUADRON 2000 (RED)
 PE0218'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0321 ***********************************************************************
 PE0321  DESIGNATION -  K 17
 PE0321  PID         -  PE0321
 PE0321  STATE/COUNTY-  ME/HANCOCK
 PE0321  USGS QUAD   -  BARTLETT ISLAND (1981)
 PE0321
 PE0321                         *CURRENT SURVEY CONTROL
 PE0321  ___________________________________________________________________
 PE0321* NAD 83(1986)-  44 20 47.     (N)    068 22 43.     (W)     SCALED    
 PE0321* NAVD 88     -        50.806  (meters)     166.69   (feet)  ADJUSTED  
 PE0321  ___________________________________________________________________
 PE0321  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 PE0321  DYNAMIC HT  -          50.803 (meters)     166.68  (feet)  COMP
 PE0321  MODELED GRAV-     980,563.8   (mgal)                       NAVD 88
 PE0321
 PE0321  VERT ORDER  -  SECOND    CLASS 0
 PE0321
 PE0321.The horizontal coordinates were scaled from a topographic map and have
 PE0321.an estimated accuracy of +/- 6 seconds.
 PE0321
 PE0321.The orthometric height was determined by differential leveling
 PE0321.and adjusted by the National Geodetic Survey in June 1991..
 PE0321
 PE0321.The geoid height was determined by GEOID03.
 PE0321
 PE0321.The dynamic height is computed by dividing the NAVD 88
 PE0321.geopotential number by the normal gravity value computed on the
 PE0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0321.degrees latitude (g = 980.6199 gals.).
 PE0321
 PE0321.The modeled gravity was interpolated from observed gravity values.
 PE0321
 PE0321;                    North         East    Units  Estimated Accuracy
 PE0321;SPC ME E     -    75,530.      309,680.      MT  (+/- 180 meters Scaled)
 PE0321
 PE0321                          SUPERSEDED SURVEY CONTROL
 PE0321
 PE0321  NGVD 29 (??/??/92)   50.998  (m)          167.32   (f) ADJ UNCH    2 0
 PE0321
 PE0321.Superseded values are not recommended for survey control.
 PE0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0321.See file dsdata.txt to determine how the superseded data were derived.
 PE0321
 PE0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK495105(NAD 83)
 PE0321_MARKER: DD = SURVEY DISK
 PE0321_SETTING: 66 = SET IN ROCK OUTCROP
 PE0321_SP_SET: ROCK OUTCROP
 PE0321_STAMPING: K 14 1934 167
 PE0321_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0321+STABILITY: POSITION/ELEVATION WELL
 PE0321_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PE0321+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2006
 PE0321
 PE0321  HISTORY     - Date     Condition        Report By
 PE0321  HISTORY     - 1934     MONUMENTED       USGS
 PE0321  HISTORY     - 1962     GOOD             NGS
 PE0321  HISTORY     - 1987     GOOD             USPSQD
 PE0321  HISTORY     - 20060602 GOOD             GEOCAC
 PE0321
 PE0321                          STATION DESCRIPTION
 PE0321
 PE0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PE0321'3 MI SW FROM SOMESVILLE.
 PE0321'3.0 MILES SOUTHWEST ON STATE HIGHWAY 102 FROM THE GRADE SCHOOL AT
 PE0321'SOMESVILLE.  SET IN THE TOP AT THE HIGHEST POINT OF A ROCK OUTCROP
 PE0321'AT THE TOP OF A HILL.  50 FEET SOUTH OF THE CENTER LINE OF HIGHWAY
 PE0321'102 AND 10 FEET ABOVE THE HIGHWAY.
 PE0321
 PE0321                          STATION RECOVERY (1987)
 PE0321
 PE0321'RECOVERY NOTE BY US POWER SQUADRON 1987 (ELG)
 PE0321'RECOVERED IN GOOD CONDITION.
 PE0321
 PE0321                          STATION RECOVERY (2006)
 PE0321
 PE0321'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 PE0321'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 PE0321' 
 PE0321'NOTE THAT THE HIGH POINT OF THE HILL IS SLIGHTLY SOUTHWEST OF THE HIGH
 PE0321'POINT OF THE HIGHWAY.  ENTER THE WOODS BETWEEN UTILITY POLES 61 AND
 PE0321'62.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1286 ***********************************************************************
 PE1286  DESIGNATION -  K 17
 PE1286  PID         -  PE1286
 PE1286  STATE/COUNTY-  ME/LINCOLN
 PE1286  USGS QUAD   -  DAMARISCOTTA (1979)
 PE1286
 PE1286                         *CURRENT SURVEY CONTROL
 PE1286  ___________________________________________________________________
 PE1286* NAD 83(1986)-  44 01 00.     (N)    069 36 48.     (W)     SCALED    
 PE1286* NAVD 88     -        13.210  (meters)      43.34   (feet)  ADJUSTED  
 PE1286  ___________________________________________________________________
 PE1286  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 PE1286  DYNAMIC HT  -          13.209 (meters)      43.34  (feet)  COMP
 PE1286  MODELED GRAV-     980,525.1   (mgal)                       NAVD 88
 PE1286
 PE1286  VERT ORDER  -  SECOND    CLASS 0
 PE1286
 PE1286.The horizontal coordinates were scaled from a topographic map and have
 PE1286.an estimated accuracy of +/- 6 seconds.
 PE1286
 PE1286.The orthometric height was determined by differential leveling
 PE1286.and adjusted by the National Geodetic Survey in June 1991..
 PE1286
 PE1286.The geoid height was determined by GEOID03.
 PE1286
 PE1286.The dynamic height is computed by dividing the NAVD 88
 PE1286.geopotential number by the normal gravity value computed on the
 PE1286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1286.degrees latitude (g = 980.6199 gals.).
 PE1286
 PE1286.The modeled gravity was interpolated from observed gravity values.
 PE1286
 PE1286;                    North         East    Units  Estimated Accuracy
 PE1286;SPC ME W     -   131,610.      944,370.      MT  (+/- 180 meters Scaled)
 PE1286
 PE1286                          SUPERSEDED SURVEY CONTROL
 PE1286
 PE1286  NGVD 29 (??/??/92)   13.421  (m)           44.03   (f) ADJ UNCH    2 0
 PE1286
 PE1286.Superseded values are not recommended for survey control.
 PE1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1286.See file dsdata.txt to determine how the superseded data were derived.
 PE1286
 PE1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ508739(NAD 83)
 PE1286_MARKER: DB = BENCH MARK DISK
 PE1286_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE1286_SP_SET: CULVERT
 PE1286_STAMPING: K 17 1933
 PE1286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE1286
 PE1286  HISTORY     - Date     Condition        Report By
 PE1286  HISTORY     - 1933     MONUMENTED       CGS
 PE1286  HISTORY     - 1976     GOOD             MEDT
 PE1286  HISTORY     - 20041123 MARK NOT FOUND   USPSQD
 PE1286
 PE1286                          STATION DESCRIPTION
 PE1286
 PE1286'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PE1286'AT SOUTH NEWCASTLE.
 PE1286'AT SOUTH NEWCASTLE STATION, LINCOLN COUNTY, ON THE MAINE CENTRAL
 PE1286'RAILROAD, 24 YARDS WEST OF THE WEST END OF THE STATION, 82 YARDS
 PE1286'EAST OF MILEPOST P 52, AT A CONCRETE CULVERT UNDER THE TRACK, IN
 PE1286'THE TOP OF THE EAST END OF THE NORTH HEADWALL, 6 FEET NORTH OF
 PE1286'THE NORTH RAIL, AND 1 FOOT BELOW THE BASE OF THE RAIL.  A STANDARD
 PE1286'DISK, STAMPED K 17 1933.
 PE1286
 PE1286                          STATION RECOVERY (1976)
 PE1286
 PE1286'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1976
 PE1286'RECOVERED IN GOOD CONDITION.
 PE1286
 PE1286                          STATION RECOVERY (2004)
 PE1286
 PE1286'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMW)
 PE1286'THE RAILROAD TRACK HAS BEEN REBUILT. ALL NEW ROADBED. NO CULVERT WAS
 PE1286'SEEN AT THE LOCATION. THE STATION HAS NOT EXISTED FOR MANY YEARS. THE
 PE1286'AREA MAY BE REACHED OFF OF RT. 1 NORTH ON STATION RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0010 ***********************************************************************
 PE0010  DESIGNATION -  K 170
 PE0010  PID         -  PE0010
 PE0010  STATE/COUNTY-  ME/HANCOCK
 PE0010  USGS QUAD   -  ELLSWORTH (1981)
 PE0010
 PE0010                         *CURRENT SURVEY CONTROL
 PE0010  ___________________________________________________________________
 PE0010* NAD 83(1986)-  44 35 00.     (N)    068 27 42.     (W)     SCALED    
 PE0010* NAVD 88     -        51.306  (meters)     168.33   (feet)  ADJUSTED  
 PE0010  ___________________________________________________________________
 PE0010  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 PE0010  DYNAMIC HT  -          51.302 (meters)     168.31  (feet)  COMP
 PE0010  MODELED GRAV-     980,549.8   (mgal)                       NAVD 88
 PE0010
 PE0010  VERT ORDER  -  FIRST     CLASS I
 PE0010
 PE0010.The horizontal coordinates were scaled from a topographic map and have
 PE0010.an estimated accuracy of +/- 6 seconds.
 PE0010
 PE0010.The orthometric height was determined by differential leveling
 PE0010.and adjusted by the National Geodetic Survey in June 1991..
 PE0010
 PE0010.The geoid height was determined by GEOID03.
 PE0010
 PE0010.The dynamic height is computed by dividing the NAVD 88
 PE0010.geopotential number by the normal gravity value computed on the
 PE0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0010.degrees latitude (g = 980.6199 gals.).
 PE0010
 PE0010.The modeled gravity was interpolated from observed gravity values.
 PE0010
 PE0010;                    North         East    Units  Estimated Accuracy
 PE0010;SPC ME E     -   101,850.      303,040.      MT  (+/- 180 meters Scaled)
 PE0010
 PE0010                          SUPERSEDED SURVEY CONTROL
 PE0010
 PE0010  NGVD 29 (??/??/92)   51.492  (m)          168.94   (f) ADJ UNCH    1 1
 PE0010
 PE0010.Superseded values are not recommended for survey control.
 PE0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0010.See file dsdata.txt to determine how the superseded data were derived.
 PE0010
 PE0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK427368(NAD 83)
 PE0010_MARKER: DB = BENCH MARK DISK
 PE0010_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PE0010_SP_SET: 11.5 FEET
 PE0010_STAMPING: K 170 1966
 PE0010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0010
 PE0010  HISTORY     - Date     Condition        Report By
 PE0010  HISTORY     - 1966     MONUMENTED       CGS
 PE0010  HISTORY     - 1978     GOOD             DMA
 PE0010
 PE0010                          STATION DESCRIPTION
 PE0010
 PE0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE0010'1.9 MI NW FROM ELLSWORTH FALLS.
 PE0010'ABOUT 1.9 MILES NORTHWEST ALONG THE MAINE CENTRAL RAILROAD
 PE0010'FROM THE CROSSING OF STATE HIGHWAY 179 AT ELLSWORTH FALLS, ABOUT
 PE0010'0.4 MILE SOUTHEAST OF MILEPOST P162/C108, NEAR THE NORTHEAST
 PE0010'EDGE OF A LARGE CLEARING, 29 FEET WEST OF THE CENTER OF THE
 PE0010'CROSSING OF A PRIVATE ROAD CROSSING, 23.2 FEET SOUTHWEST OF THE
 PE0010'SOUTHWEST RAIL, 14 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 PE0010'1.2 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET
 PE0010'BELOW THE LEVEL OF THE TRACK, AND IS A DISK ON TOP OF A COPPER
 PE0010'COATED STEEL ROD PROJECTING 0.2 FOOT AND PROTECTED BY A 5-INCH
 PE0010'IRON PIPE PROJECTING 0.5 FOOT.  THE ROD WAS DRIVEN TO REFUSAL AT
 PE0010'A DEPTH OF 11.5 FEET.
 PE0010
 PE0010                          STATION RECOVERY (1978)
 PE0010
 PE0010'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PE0010'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0729 ***********************************************************************
 PF0729  DESIGNATION -  K 171
 PF0729  PID         -  PF0729
 PF0729  STATE/COUNTY-  ME/ANDROSCOGGIN
 PF0729  USGS QUAD   -  MINOT (1981)
 PF0729
 PF0729                         *CURRENT SURVEY CONTROL
 PF0729  ___________________________________________________________________
 PF0729* NAD 83(1986)-  44 06 18.     (N)    070 22 02.     (W)     SCALED    
 PF0729* NAVD 88     -        89.594  (meters)     293.94   (feet)  ADJUSTED  
 PF0729  ___________________________________________________________________
 PF0729  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 PF0729  DYNAMIC HT  -          89.582 (meters)     293.90  (feet)  COMP
 PF0729  MODELED GRAV-     980,484.9   (mgal)                       NAVD 88
 PF0729
 PF0729  VERT ORDER  -  FIRST     CLASS II
 PF0729
 PF0729.The horizontal coordinates were scaled from a topographic map and have
 PF0729.an estimated accuracy of +/- 6 seconds.
 PF0729
 PF0729.The orthometric height was determined by differential leveling
 PF0729.and adjusted by the National Geodetic Survey in June 1991..
 PF0729
 PF0729.The geoid height was determined by GEOID03.
 PF0729
 PF0729.The dynamic height is computed by dividing the NAVD 88
 PF0729.geopotential number by the normal gravity value computed on the
 PF0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0729.degrees latitude (g = 980.6199 gals.).
 PF0729
 PF0729.The modeled gravity was interpolated from observed gravity values.
 PF0729
 PF0729;                    North         East    Units  Estimated Accuracy
 PF0729;SPC ME W     -   141,300.      883,940.      MT  (+/- 180 meters Scaled)
 PF0729
 PF0729                          SUPERSEDED SURVEY CONTROL
 PF0729
 PF0729.No superseded survey control is available for this station.
 PF0729
 PF0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ905844(NAD 83)
 PF0729_MARKER: DB = BENCH MARK DISK
 PF0729_SETTING: 66 = SET IN ROCK OUTCROP
 PF0729_SP_SET: OUTCROP
 PF0729_STAMPING: K 171 1978
 PF0729_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PF0729+STABILITY: POSITION/ELEVATION WELL
 PF0729
 PF0729  HISTORY     - Date     Condition        Report By
 PF0729  HISTORY     - 1978     MONUMENTED       NGS
 PF0729
 PF0729                          STATION DESCRIPTION
 PF0729
 PF0729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PF0729'2.15 MI NW FROM MINOT.
 PF0729'2.15 MI. NORTHWEST ALONG STATE HIGHWAY 121 FROM THE POST OFFICE AT
 PF0729'MINOT, 1.3 MI. SOUTHEAST FROM THE STATE HIGHWAY 121 (PLEASANT STREET)
 PF0729'BRIDGE OVER THE LITTLE ANDROSCOGGIN RIVER AT MECHANIC FALLS, AT THE
 PF0729'T-JUNCTION OF WALKER ROAD, 150 FT. NORTHEAST OF THE CENTER LINE OF THE
 PF0729'HIGHWAY, 107.4 FT. NORTH OF THE NORTH CORNER OF A TWO STORY FRAME
 PF0729'HOUSE, 147 FT. SOUTHEAST OF THE SOUTH CORNER OF A RED WOOD GARAGE,
 PF0729'24.0 FT. NORTHWEST OF AN 18-INCH PINE TREE, 25.5 FT. SOUTHEAST OF THE
 PF0729'CENTER LINE OF A TRACK ROAD, IN TOP OF A 3 BY 11 BY 9-FT. LONE ROCK
 PF0729'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0768 ***********************************************************************
 PF0768  DESIGNATION -  K 172
 PF0768  PID         -  PF0768
 PF0768  STATE/COUNTY-  ME/OXFORD
 PF0768  USGS QUAD   -  GREENWOOD (1967)
 PF0768
 PF0768                         *CURRENT SURVEY CONTROL
 PF0768  ___________________________________________________________________
 PF0768* NAD 83(1986)-  44 21 55.     (N)    070 38 05.     (W)     SCALED    
 PF0768* NAVD 88     -       227.019  (meters)     744.81   (feet)  ADJUSTED  
 PF0768  ___________________________________________________________________
 PF0768  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 PF0768  DYNAMIC HT  -         226.991 (meters)     744.72  (feet)  COMP
 PF0768  MODELED GRAV-     980,487.6   (mgal)                       NAVD 88
 PF0768
 PF0768  VERT ORDER  -  FIRST     CLASS II
 PF0768
 PF0768.The horizontal coordinates were scaled from a topographic map and have
 PF0768.an estimated accuracy of +/- 6 seconds.
 PF0768
 PF0768.The orthometric height was determined by differential leveling
 PF0768.and adjusted by the National Geodetic Survey in June 1991..
 PF0768
 PF0768.The geoid height was determined by GEOID03.
 PF0768
 PF0768.The dynamic height is computed by dividing the NAVD 88
 PF0768.geopotential number by the normal gravity value computed on the
 PF0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0768.degrees latitude (g = 980.6199 gals.).
 PF0768
 PF0768.The modeled gravity was interpolated from observed gravity values.
 PF0768
 PF0768;                    North         East    Units  Estimated Accuracy
 PF0768;SPC ME W     -   170,310.      862,690.      MT  (+/- 180 meters Scaled)
 PF0768
 PF0768                          SUPERSEDED SURVEY CONTROL
 PF0768
 PF0768.No superseded survey control is available for this station.
 PF0768
 PF0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK697137(NAD 83)
 PF0768_MARKER: DB = BENCH MARK DISK
 PF0768_SETTING: 66 = SET IN ROCK OUTCROP
 PF0768_SP_SET: OUTCROP
 PF0768_STAMPING: K 172 1978
 PF0768_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PF0768+STABILITY: POSITION/ELEVATION WELL
 PF0768
 PF0768  HISTORY     - Date     Condition        Report By
 PF0768  HISTORY     - 1978     MONUMENTED       NGS
 PF0768
 PF0768                          STATION DESCRIPTION
 PF0768
 PF0768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PF0768'1.05 MI SE FROM BRYANT POND.
 PF0768'0.25 MILE SOUTHEAST ALONG RAILROAD STREET FROM THE POST OFFICE AT
 PF0768'BRYANT POND, THENCE 0.8 MI. SOUTHEAST ALONG BIRCH STREET (OLD COUNTY
 PF0768'ROAD), 0.2 MI. SOUTHEAST OF THE CROSSING OF THE CANADIAN NATIONAL
 PF0768'RAILROAD, 46.7 FT. SOUTHWEST OF THE CENTER LINE OF THE STREET, 98 FT.
 PF0768'SOUTH OF THE CENTER OF THE SOUTHWEST ROCK HEAD WALL OF A ROCK CULVERT
 PF0768'UNDER THE STREET, 70 FT. NORTHWEST OF THE EXTENDED CENTER LINE OF A
 PF0768'WOODS ROAD LEADING NORTHEAST, 32.2 FT. SOUTHWEST OF POWER POLE 354-29,
 PF0768'IN THE TOP OF A 9 BY 9-FT. OUTCROP, 2 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0087 ***********************************************************************
 SF0087  DESIGNATION -  K 173
 SF0087  PID         -  SF0087
 SF0087  STATE/COUNTY-  ME/AROOSTOOK
 SF0087  USGS QUAD   -  FORT KENT NORTH (1985)
 SF0087
 SF0087                         *CURRENT SURVEY CONTROL
 SF0087  ___________________________________________________________________
 SF0087* NAD 83(1986)-  47 16 06.     (N)    068 35 28.     (W)     SCALED    
 SF0087* NAVD 88     -       182.975  (meters)     600.31   (feet)  ADJUSTED  
 SF0087  ___________________________________________________________________
 SF0087  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 SF0087  DYNAMIC HT  -         183.001 (meters)     600.40  (feet)  COMP
 SF0087  MODELED GRAV-     980,752.3   (mgal)                       NAVD 88
 SF0087
 SF0087  VERT ORDER  -  FIRST     CLASS II
 SF0087
 SF0087.The horizontal coordinates were scaled from a topographic map and have
 SF0087.an estimated accuracy of +/- 6 seconds.
 SF0087
 SF0087.The orthometric height was determined by differential leveling
 SF0087.and adjusted by the National Geodetic Survey in June 1991..
 SF0087
 SF0087.The geoid height was determined by GEOID03.
 SF0087
 SF0087.The dynamic height is computed by dividing the NAVD 88
 SF0087.geopotential number by the normal gravity value computed on the
 SF0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0087.degrees latitude (g = 980.6199 gals.).
 SF0087
 SF0087.The modeled gravity was interpolated from observed gravity values.
 SF0087
 SF0087;                    North         East    Units  Estimated Accuracy
 SF0087;SPC ME E     -   400,260.      293,110.      MT  (+/- 180 meters Scaled)
 SF0087
 SF0087                          SUPERSEDED SURVEY CONTROL
 SF0087
 SF0087.No superseded survey control is available for this station.
 SF0087
 SF0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN309350(NAD 83)
 SF0087_MARKER: DB = BENCH MARK DISK
 SF0087_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SF0087_SP_SET: STAINLESS STEEL ROD
 SF0087_STAMPING: K 173 1978
 SF0087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SF0087
 SF0087  HISTORY     - Date     Condition        Report By
 SF0087  HISTORY     - 1978     MONUMENTED       NGS
 SF0087
 SF0087                          STATION DESCRIPTION
 SF0087
 SF0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 SF0087'1.25 MI NE FROM FORT KENT.
 SF0087'1.25 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF STATE
 SF0087'HIGHWAY 11 AT FT. KENT, ABOUT HALF WAY BETWEEN TWO HOMES, ON A 5.0
 SF0087'FT. BANK, 33.9 FT. SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 SF0087'11.8 FT. SOUTHWEST OF THE CENTER LINE OF A DRIVEWAY LEADING SOUTHEAST
 SF0087'11.8 FT. SOUTHWEST OF THE CENTER LINE OF A DRIVEWAY LEADING SOUTHEAST,
 SF0087'21.9 FT. SOUTH OF THE NORTHEAST END OF AN 18 INCH METAL PIPE CULVERT,
 SF0087'48.0 FT. NORTH OF A 7 INCH PINE TREE, 3.0 FT. SOUTHEAST OF POWER
 SF0087'POLE 2/54, THE DISK IS 1 INCH BELOW GROUND, ACCESS TO WHICH IS HAD
 SF0087'THROUGH A 4 INCH PLASTIC SCREW PLUG 1 INCH BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1558 ***********************************************************************
 PE1558  DESIGNATION -  K 175
 PE1558  PID         -  PE1558
 PE1558  STATE/COUNTY-  ME/PENOBSCOT
 PE1558  USGS QUAD   -  BANGOR (1991)
 PE1558
 PE1558                         *CURRENT SURVEY CONTROL
 PE1558  ___________________________________________________________________
 PE1558* NAD 83(1986)-  44 52 21.     (N)    068 50 14.     (W)     SCALED    
 PE1558* NAVD 88     -        34.993  (meters)     114.81   (feet)  ADJUSTED  
 PE1558  ___________________________________________________________________
 PE1558  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 PE1558  DYNAMIC HT  -          34.992 (meters)     114.80  (feet)  COMP
 PE1558  MODELED GRAV-     980,583.9   (mgal)                       NAVD 88
 PE1558
 PE1558  VERT ORDER  -  FIRST     CLASS II
 PE1558
 PE1558.The horizontal coordinates were scaled from a topographic map and have
 PE1558.an estimated accuracy of +/- 6 seconds.
 PE1558
 PE1558.The orthometric height was determined by differential leveling
 PE1558.and adjusted by the National Geodetic Survey in June 1991..
 PE1558
 PE1558.The geoid height was determined by GEOID03.
 PE1558
 PE1558.The dynamic height is computed by dividing the NAVD 88
 PE1558.geopotential number by the normal gravity value computed on the
 PE1558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1558.degrees latitude (g = 980.6199 gals.).
 PE1558
 PE1558.The modeled gravity was interpolated from observed gravity values.
 PE1558
 PE1558;                    North         East    Units  Estimated Accuracy
 PE1558;SPC ME E     -   134,030.      273,360.      MT  (+/- 180 meters Scaled)
 PE1558
 PE1558                          SUPERSEDED SURVEY CONTROL
 PE1558
 PE1558.No superseded survey control is available for this station.
 PE1558
 PE1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK128688(NAD 83)
 PE1558_MARKER: DB = BENCH MARK DISK
 PE1558_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PE1558_SP_SET: STAINLESS STEEL ROD
 PE1558_STAMPING: K 175 1978
 PE1558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE1558
 PE1558  HISTORY     - Date     Condition        Report By
 PE1558  HISTORY     - 1978     MONUMENTED       NGS
 PE1558  HISTORY     - 1980     GOOD             USGS
 PE1558  HISTORY     - 1991     GOOD             USPSQD
 PE1558
 PE1558                          STATION DESCRIPTION
 PE1558
 PE1558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PE1558'6.15 MI NW FROM BANGOR.
 PE1558'5.25 MILES NORTHWEST ALONG STATE HIGHWAY 15 FROM ITS JUNCTION WITH
 PE1558'U.S. HIGHWAY 2, THENCE 0.9 MILE NORTH ALONG STATE HIGHWAY 221, 19 FT.
 PE1558'WEST OF THE CENTER LINE OF STATE HIGHWAY 221, 3 FT. NORTH OF
 PE1558'TELEPHONE POLE 31, 0.05 MILE SOUTH OF THE CREST OF A HILL. ACCESS TO
 PE1558'THE DISK IS 5 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD
 PE1558'THROUGH A 4-INCH PLASTICE SCREW PLUG.
 PE1558'THE MARK IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 PE1558
 PE1558                          STATION RECOVERY (1980)
 PE1558
 PE1558'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 PE1558'RECOVERED IN GOOD CONDITION.
 PE1558
 PE1558                          STATION RECOVERY (1991)
 PE1558
 PE1558'RECOVERY NOTE BY US POWER SQUADRON 1991 (ELG)
 PE1558'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1107 ***********************************************************************
 QG1107  DESIGNATION -  K 176
 QG1107  PID         -  QG1107
 QG1107  STATE/COUNTY-  ME/PENOBSCOT
 QG1107  USGS QUAD   -  BRADFORD (1983)
 QG1107
 QG1107                         *CURRENT SURVEY CONTROL
 QG1107  ___________________________________________________________________
 QG1107* NAD 83(1986)-  45 07 14.     (N)    068 56 32.     (W)     SCALED    
 QG1107* NAVD 88     -        93.082  (meters)     305.39   (feet)  ADJUSTED  
 QG1107  ___________________________________________________________________
 QG1107  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 QG1107  DYNAMIC HT  -          93.081 (meters)     305.38  (feet)  COMP
 QG1107  MODELED GRAV-     980,600.4   (mgal)                       NAVD 88
 QG1107
 QG1107  VERT ORDER  -  FIRST     CLASS II
 QG1107
 QG1107.The horizontal coordinates were scaled from a topographic map and have
 QG1107.an estimated accuracy of +/- 6 seconds.
 QG1107
 QG1107.The orthometric height was determined by differential leveling
 QG1107.and adjusted by the National Geodetic Survey in June 1991..
 QG1107
 QG1107.The geoid height was determined by GEOID03.
 QG1107
 QG1107.The dynamic height is computed by dividing the NAVD 88
 QG1107.geopotential number by the normal gravity value computed on the
 QG1107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1107.degrees latitude (g = 980.6199 gals.).
 QG1107
 QG1107.The modeled gravity was interpolated from observed gravity values.
 QG1107
 QG1107;                    North         East    Units  Estimated Accuracy
 QG1107;SPC ME E     -   161,640.      265,210.      MT  (+/- 180 meters Scaled)
 QG1107
 QG1107                          SUPERSEDED SURVEY CONTROL
 QG1107
 QG1107.No superseded survey control is available for this station.
 QG1107
 QG1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK045963(NAD 83)
 QG1107_MARKER: DB = BENCH MARK DISK
 QG1107_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QG1107_SP_SET: CONCRETE ABUTMENT
 QG1107_STAMPING: K 176 1978
 QG1107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG1107
 QG1107  HISTORY     - Date     Condition        Report By
 QG1107  HISTORY     - 1978     MONUMENTED       NGS
 QG1107
 QG1107                          STATION DESCRIPTION
 QG1107
 QG1107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1107'6.0 MI SW FROM LAGRANGE.
 QG1107'6.0 MILES SOUTHWEST ALONG STATE HIGHWAY 155 FROM ITS JUNCTION WITH
 QG1107'STATE HIGHWAY 16, 13 FT. SOUTH OF THE CENTER LINE OF HIGHWAY, 0.5
 QG1107'MILE WEST OF MIDDLE ROAD,SET IN TOP OF THE SOUTH CORNER OF THE
 QG1107'SOUTHWEST ABUTMENT OF A BRIDGE OVER THE WEST BRANCH OF DEAD STREAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0976 ***********************************************************************
 QG0976  DESIGNATION -  K 177
 QG0976  PID         -  QG0976
 QG0976  STATE/COUNTY-  ME/PISCATAQUIS
 QG0976  USGS QUAD   -  DOVER FOXCROFT (1983)
 QG0976
 QG0976                         *CURRENT SURVEY CONTROL
 QG0976  ___________________________________________________________________
 QG0976* NAD 83(1986)-  45 12 59.     (N)    069 09 44.     (W)     SCALED    
 QG0976* NAVD 88     -       176.572  (meters)     579.30   (feet)  ADJUSTED  
 QG0976  ___________________________________________________________________
 QG0976  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 QG0976  DYNAMIC HT  -         176.567 (meters)     579.29  (feet)  COMP
 QG0976  MODELED GRAV-     980,584.6   (mgal)                       NAVD 88
 QG0976
 QG0976  VERT ORDER  -  FIRST     CLASS II
 QG0976
 QG0976.The horizontal coordinates were scaled from a topographic map and have
 QG0976.an estimated accuracy of +/- 6 seconds.
 QG0976
 QG0976.The orthometric height was determined by differential leveling
 QG0976.and adjusted by the National Geodetic Survey in June 1991..
 QG0976
 QG0976.The geoid height was determined by GEOID03.
 QG0976
 QG0976.The dynamic height is computed by dividing the NAVD 88
 QG0976.geopotential number by the normal gravity value computed on the
 QG0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0976.degrees latitude (g = 980.6199 gals.).
 QG0976
 QG0976.The modeled gravity was interpolated from observed gravity values.
 QG0976
 QG0976;                    North         East    Units  Estimated Accuracy
 QG0976;SPC ME E     -   172,400.      247,990.      MT  (+/- 180 meters Scaled)
 QG0976
 QG0976                          SUPERSEDED SURVEY CONTROL
 QG0976
 QG0976.No superseded survey control is available for this station.
 QG0976
 QG0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL872070(NAD 83)
 QG0976_MARKER: DB = BENCH MARK DISK
 QG0976_SETTING: 66 = SET IN ROCK OUTCROP
 QG0976_SP_SET: ROCK OUTCROP
 QG0976_STAMPING: K 177 1978
 QG0976_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0976+STABILITY: POSITION/ELEVATION WELL
 QG0976
 QG0976  HISTORY     - Date     Condition        Report By
 QG0976  HISTORY     - 1978     MONUMENTED       NGS
 QG0976
 QG0976                          STATION DESCRIPTION
 QG0976
 QG0976'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG0976'4.1 MI NE FROM DOVER FOXCROFT.
 QG0976'4.1 MILES NORTHEAST ALONG STATE HIGHWAY 6 FROM ITS JUNCTION WITH
 QG0976'STATE HIGHWAY 15, 450.0 FT. NORTHWEST OF THE CENTERLINE OF A PAVED
 QG0976'DRIVE LEADING SOUTH, 105.0 FT. SOUTHWEST OF POWER POLE 241 105,
 QG0976'45.5 FT. SOUTH OF THE CENTER LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1007 ***********************************************************************
 QG1007  DESIGNATION -  K 178
 QG1007  PID         -  QG1007
 QG1007  STATE/COUNTY-  ME/PISCATAQUIS
 QG1007  USGS QUAD   -  GUILFORD (1984)
 QG1007
 QG1007                         *CURRENT SURVEY CONTROL
 QG1007  ___________________________________________________________________
 QG1007* NAD 83(1986)-  45 11 51.     (N)    069 27 23.     (W)     SCALED    
 QG1007* NAVD 88     -       132.468  (meters)     434.61   (feet)  ADJUSTED  
 QG1007  ___________________________________________________________________
 QG1007  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 QG1007  DYNAMIC HT  -         132.464 (meters)     434.59  (feet)  COMP
 QG1007  MODELED GRAV-     980,583.0   (mgal)                       NAVD 88
 QG1007
 QG1007  VERT ORDER  -  FIRST     CLASS II
 QG1007
 QG1007.The horizontal coordinates were scaled from a topographic map and have
 QG1007.an estimated accuracy of +/- 6 seconds.
 QG1007
 QG1007.The orthometric height was determined by differential leveling
 QG1007.and adjusted by the National Geodetic Survey in June 1991..
 QG1007
 QG1007.The geoid height was determined by GEOID03.
 QG1007
 QG1007.The dynamic height is computed by dividing the NAVD 88
 QG1007.geopotential number by the normal gravity value computed on the
 QG1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1007.degrees latitude (g = 980.6199 gals.).
 QG1007
 QG1007.The modeled gravity was interpolated from observed gravity values.
 QG1007
 QG1007;                    North         East    Units  Estimated Accuracy
 QG1007;SPC ME E     -   170,540.      224,860.      MT  (+/- 180 meters Scaled)
 QG1007
 QG1007                          SUPERSEDED SURVEY CONTROL
 QG1007
 QG1007.No superseded survey control is available for this station.
 QG1007
 QG1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL641049(NAD 83)
 QG1007_MARKER: DB = BENCH MARK DISK
 QG1007_SETTING: 66 = SET IN ROCK OUTCROP
 QG1007_SP_SET: ROCK OUTCROP
 QG1007_STAMPING: K 178 1978
 QG1007_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG1007+STABILITY: POSITION/ELEVATION WELL
 QG1007
 QG1007  HISTORY     - Date     Condition        Report By
 QG1007  HISTORY     - 1978     MONUMENTED       NGS
 QG1007
 QG1007                          STATION DESCRIPTION
 QG1007
 QG1007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1007'4.7 MI NW FROM GUILFORD.
 QG1007'4.7 MILES NORTHWEST ALONG STATE HIGHWAY 6 FROM THE GUILFORD MEMORIAL
 QG1007'BRIDGE OVER THE PISCATAQUIS RIVER, 37.6 FT SOUTHWEST OF THE CENTER
 QG1007'LINE OF THE HIGHWAY, 154.1 FT WEST OF POWER POLE 196 WITH ONE GUY
 QG1007'WIRE, 59.4 FT SOUTH OF THE EXTENDED CENTER LINE OF A GRAVEL DRIVE
 QG1007'LEADING NORTHEAST, 0.3 MILE SOUTH OF A BRIDGE OVER THE PISCATAQUIS
 QG1007'RIVER, ALSO 0.8 MILE NORTH ALONG STATE HIGHWAY 6 FROM ITS JUNCTION
 QG1007'WITH STATE HIGHWAY 16 IN ABBOT VILLAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1034 ***********************************************************************
 QG1034  DESIGNATION -  K 179
 QG1034  PID         -  QG1034
 QG1034  STATE/COUNTY-  ME/PISCATAQUIS
 QG1034  USGS QUAD   -  GREENVILLE (1989)
 QG1034
 QG1034                         *CURRENT SURVEY CONTROL
 QG1034  ___________________________________________________________________
 QG1034* NAD 83(1986)-  45 23 39.     (N)    069 35 46.     (W)     SCALED    
 QG1034* NAVD 88     -       422.231  (meters)    1385.27   (feet)  ADJUSTED  
 QG1034  ___________________________________________________________________
 QG1034  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 QG1034  DYNAMIC HT  -         422.210 (meters)    1385.20  (feet)  COMP
 QG1034  MODELED GRAV-     980,554.1   (mgal)                       NAVD 88
 QG1034
 QG1034  VERT ORDER  -  FIRST     CLASS II
 QG1034
 QG1034.The horizontal coordinates were scaled from a topographic map and have
 QG1034.an estimated accuracy of +/- 6 seconds.
 QG1034
 QG1034.The orthometric height was determined by differential leveling
 QG1034.and adjusted by the National Geodetic Survey in June 1991..
 QG1034
 QG1034.The geoid height was determined by GEOID03.
 QG1034
 QG1034.The dynamic height is computed by dividing the NAVD 88
 QG1034.geopotential number by the normal gravity value computed on the
 QG1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1034.degrees latitude (g = 980.6199 gals.).
 QG1034
 QG1034.The modeled gravity was interpolated from observed gravity values.
 QG1034
 QG1034;                    North         East    Units  Estimated Accuracy
 QG1034;SPC ME E     -   192,530.      214,180.      MT  (+/- 180 meters Scaled)
 QG1034
 QG1034                          SUPERSEDED SURVEY CONTROL
 QG1034
 QG1034.No superseded survey control is available for this station.
 QG1034
 QG1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL533269(NAD 83)
 QG1034_MARKER: DB = BENCH MARK DISK
 QG1034_SETTING: 66 = SET IN ROCK OUTCROP
 QG1034_SP_SET: ROCK OUTCROP
 QG1034_STAMPING: K 179 1978
 QG1034_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG1034+STABILITY: POSITION/ELEVATION WELL
 QG1034
 QG1034  HISTORY     - Date     Condition        Report By
 QG1034  HISTORY     - 1978     MONUMENTED       NGS
 QG1034
 QG1034                          STATION DESCRIPTION
 QG1034
 QG1034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1034'2.75 MI NE FROM SHIRLEY MILLS.
 QG1034'0.2 MILE EAST ALONG A PAVED ROAD FROM THE SHIRLEY MILLS TOWN HALL
 QG1034'TO A Y JUNCTION OF 2 PAVED ROADS, THENCE 1.3 MILES NORTHEAST ALONG
 QG1034'A PAVED ROAD, THENCE 1.25 MILES NORTH ALONG STATE HIGHWAY 6 TO
 QG1034'THE TOP OF A HILL, 52 FT WEST OF THE CENTER LINE OF THE HIGHWAY,
 QG1034'153.5 FT WEST OF THE NORTHWEST CORNER OF A 2 STORY WOOD FRAME
 QG1034'HOUSE OWNED BY LOUIS PELLETIER, 114 FT SOUTHWEST AND ACROSS THE
 QG1034'HIGHWAY FROM POWER POLE 948 WITH 1 GUY WIRE AND 1 TRANSFORMER,
 QG1034'150.5 FT SOUTH OF THE CENTER LINE OF A GRAVEL DRIVE LEADING WEST,
 QG1034'130 FT WEST AND ACROSS THE HIGHWAY FROM TRIANGULATION REFERENCE
 QG1034'MARK SHIRLEY 2 RM 4, ALSO 4.55 MILES SOUTH ALONG STATE HIGHWAY
 QG1034'6 FROM THE GREENVILLE TOWN HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0897 ***********************************************************************
 PE0897  DESIGNATION -  K 18
 PE0897  PID         -  PE0897
 PE0897  STATE/COUNTY-  ME/KNOX
 PE0897  USGS QUAD   -  CAMDEN (1991)
 PE0897
 PE0897                         *CURRENT SURVEY CONTROL
 PE0897  ___________________________________________________________________
 PE0897* NAD 83(1986)-  44 12 38.     (N)    069 03 54.     (W)     SCALED    
 PE0897* NAVD 88     -         9.936  (meters)      32.60   (feet)  ADJUSTED  
 PE0897  ___________________________________________________________________
 PE0897  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 PE0897  DYNAMIC HT  -           9.935 (meters)      32.60  (feet)  COMP
 PE0897  MODELED GRAV-     980,525.7   (mgal)                       NAVD 88
 PE0897
 PE0897  VERT ORDER  -  SECOND    CLASS 0
 PE0897
 PE0897.The horizontal coordinates were scaled from a topographic map and have
 PE0897.an estimated accuracy of +/- 6 seconds.
 PE0897
 PE0897.The orthometric height was determined by differential leveling
 PE0897.and adjusted by the National Geodetic Survey in June 1991..
 PE0897
 PE0897.The geoid height was determined by GEOID03.
 PE0897
 PE0897.The dynamic height is computed by dividing the NAVD 88
 PE0897.geopotential number by the normal gravity value computed on the
 PE0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0897.degrees latitude (g = 980.6199 gals.).
 PE0897
 PE0897.The modeled gravity was interpolated from observed gravity values.
 PE0897
 PE0897;                    North         East    Units  Estimated Accuracy
 PE0897;SPC ME E     -    60,580.      254,850.      MT  (+/- 180 meters Scaled)
 PE0897
 PE0897                          SUPERSEDED SURVEY CONTROL
 PE0897
 PE0897  NGVD 29 (??/??/92)   10.149  (m)           33.30   (f) ADJ UNCH    2 0
 PE0897
 PE0897.Superseded values are not recommended for survey control.
 PE0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0897.See file dsdata.txt to determine how the superseded data were derived.
 PE0897
 PE0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ948952(NAD 83)
 PE0897_MARKER: DB = BENCH MARK DISK
 PE0897_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE0897_SP_SET: BRIDGE
 PE0897_STAMPING: K 18 1933 33.297
 PE0897_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0897
 PE0897  HISTORY     - Date     Condition        Report By
 PE0897  HISTORY     - 1933     MONUMENTED       CGS
 PE0897  HISTORY     - 1962     GOOD             NGS
 PE0897  HISTORY     - 20011105 MARK NOT FOUND   USPSQD
 PE0897
 PE0897                          STATION DESCRIPTION
 PE0897
 PE0897'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PE0897'AT CAMDEN.
 PE0897'AT CAMDEN, KNOX COUNTY, ON U.S. HIGHWAY 1 (MAIN STREET), 300
 PE0897'FEET NORTH OF THE INTERSECTION OF MECHANIC STREET, AT A BRIDGE
 PE0897'OVER MEGUNTICOOK RIVER, AT THE SOUTH END OF THE SIDEWALK NEXT
 PE0897'TO THE RAILING, AND 33 FEET WEST OF THE CENTERLINE OF THE STREET.
 PE0897
 PE0897                          STATION RECOVERY (2001)
 PE0897
 PE0897'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 PE0897'NEW BRIDGE AT LOCATION OF THIS STATION. MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1068 ***********************************************************************
 QG1068  DESIGNATION -  K 180
 QG1068  PID         -  QG1068
 QG1068  STATE/COUNTY-  ME/SOMERSET
 QG1068  USGS QUAD   -  MOOSEHEAD (1989)
 QG1068
 QG1068                         *CURRENT SURVEY CONTROL
 QG1068  ___________________________________________________________________
 QG1068* NAD 83(1986)-  45 36 30.     (N)    069 43 44.     (W)     SCALED    
 QG1068* NAVD 88     -       324.534  (meters)    1064.74   (feet)  ADJUSTED  
 QG1068  ___________________________________________________________________
 QG1068  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 QG1068  DYNAMIC HT  -         324.526 (meters)    1064.72  (feet)  COMP
 QG1068  MODELED GRAV-     980,583.2   (mgal)                       NAVD 88
 QG1068
 QG1068  VERT ORDER  -  FIRST     CLASS II
 QG1068
 QG1068.The horizontal coordinates were scaled from a topographic map and have
 QG1068.an estimated accuracy of +/- 6 seconds.
 QG1068
 QG1068.The orthometric height was determined by differential leveling
 QG1068.and adjusted by the National Geodetic Survey in June 1991..
 QG1068
 QG1068.The geoid height was determined by GEOID03.
 QG1068
 QG1068.The dynamic height is computed by dividing the NAVD 88
 QG1068.geopotential number by the normal gravity value computed on the
 QG1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1068.degrees latitude (g = 980.6199 gals.).
 QG1068
 QG1068.The modeled gravity was interpolated from observed gravity values.
 QG1068
 QG1068;                    North         East    Units  Estimated Accuracy
 QG1068;SPC ME W     -   308,430.      934,150.      MT  (+/- 180 meters Scaled)
 QG1068
 QG1068                          SUPERSEDED SURVEY CONTROL
 QG1068
 QG1068.No superseded survey control is available for this station.
 QG1068
 QG1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL431507(NAD 83)
 QG1068_MARKER: DB = BENCH MARK DISK
 QG1068_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QG1068_SP_SET: STAINLESS STEEL ROD
 QG1068_STAMPING: K 180 1978
 QG1068_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG1068
 QG1068  HISTORY     - Date     Condition        Report By
 QG1068  HISTORY     - 1978     MONUMENTED       NGS
 QG1068
 QG1068                          STATION DESCRIPTION
 QG1068
 QG1068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1068'5.0 MI SOUTH FROM ROCKWOOD.
 QG1068'0.25 MILES SOUTHWEST ALONG LAKE STREET FROM THE ROCKWOOD POST OFFICE
 QG1068'THENCE 4.75 MILES SOUTH ALONG STATE HIGHWAY 6, 36.0 FT. WEST OF THE
 QG1068'CENTER LINE OF THE HIGHWAY, 283.0 FT. XOUTH OF THE CENTER LINE OF
 QG1068'A GRAVEL ROAD LEADING WEST, 65.8 FT. WEST ACROSS THE HIGHWAY FROM
 QG1068'POWER POLE 376 108.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0041 ***********************************************************************
 QH0041  DESIGNATION -  K 181
 QH0041  PID         -  QH0041
 QH0041  STATE/COUNTY-  ME/SOMERSET
 QH0041  USGS QUAD   -  LONG POND (1989)
 QH0041
 QH0041                         *CURRENT SURVEY CONTROL
 QH0041  ___________________________________________________________________
 QH0041* NAD 83(1986)-  45 36 25.     (N)    070 03 29.     (W)     SCALED    
 QH0041* NAVD 88     -       355.889  (meters)    1167.61   (feet)  ADJUSTED  
 QH0041  ___________________________________________________________________
 QH0041  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 QH0041  DYNAMIC HT  -         355.875 (meters)    1167.57  (feet)  COMP
 QH0041  MODELED GRAV-     980,564.3   (mgal)                       NAVD 88
 QH0041
 QH0041  VERT ORDER  -  FIRST     CLASS II
 QH0041
 QH0041.The horizontal coordinates were scaled from a topographic map and have
 QH0041.an estimated accuracy of +/- 6 seconds.
 QH0041
 QH0041.The orthometric height was determined by differential leveling
 QH0041.and adjusted by the National Geodetic Survey in June 1991..
 QH0041
 QH0041.The geoid height was determined by GEOID03.
 QH0041
 QH0041.The dynamic height is computed by dividing the NAVD 88
 QH0041.geopotential number by the normal gravity value computed on the
 QH0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QH0041.degrees latitude (g = 980.6199 gals.).
 QH0041
 QH0041.The modeled gravity was interpolated from observed gravity values.
 QH0041
 QH0041;                    North         East    Units  Estimated Accuracy
 QH0041;SPC ME W     -   308,190.      908,470.      MT  (+/- 180 meters Scaled)
 QH0041
 QH0041                          SUPERSEDED SURVEY CONTROL
 QH0041
 QH0041.No superseded survey control is available for this station.
 QH0041
 QH0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL174509(NAD 83)
 QH0041_MARKER: DB = BENCH MARK DISK
 QH0041_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QH0041_SP_SET: ABUTMENT
 QH0041_STAMPING: K 181 1978
 QH0041_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QH0041
 QH0041  HISTORY     - Date     Condition        Report By
 QH0041  HISTORY     - 1978     MONUMENTED       NGS
 QH0041
 QH0041                          STATION DESCRIPTION
 QH0041
 QH0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QH0041'10.7 MI EAST FROM JACKMAN.
 QH0041'0.5 MILES SOUTHEAST ALONG STATE HIGHWAY 6 FROM ITS JUNCTION WITH THE
 QH0041'CANADIAN PACIFIC RAILROAD THENCE 10.2 MILES EAST ALONG STATE HIGHWAY
 QH0041'6, 17.0 FT. SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 3.8 FT.
 QH0041'NORTHEAST OF THE SOUTHWEST END OF THE SOUTHEAST ABUTMENT OF A
 QH0041'BRIDGE OVER PARLIN STREAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0063 ***********************************************************************
 QH0063  DESIGNATION -  K 182
 QH0063  PID         -  QH0063
 QH0063  STATE/COUNTY-  ME/SOMERSET
 QH0063  USGS QUAD   -  JACKMAN (1989)
 QH0063
 QH0063                         *CURRENT SURVEY CONTROL
 QH0063  ___________________________________________________________________
 QH0063* NAD 83(1986)-  45 40 17.     (N)    070 16 51.     (W)     SCALED    
 QH0063* NAVD 88     -       418.861  (meters)    1374.21   (feet)  ADJUSTED  
 QH0063  ___________________________________________________________________
 QH0063  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 QH0063  DYNAMIC HT  -         418.845 (meters)    1374.16  (feet)  COMP
 QH0063  MODELED GRAV-     980,566.3   (mgal)                       NAVD 88
 QH0063
 QH0063  VERT ORDER  -  FIRST     CLASS II
 QH0063
 QH0063.The horizontal coordinates were scaled from a topographic map and have
 QH0063.an estimated accuracy of +/- 6 seconds.
 QH0063
 QH0063.The orthometric height was determined by differential leveling
 QH0063.and adjusted by the National Geodetic Survey in June 1991..
 QH0063
 QH0063.The geoid height was determined by GEOID03.
 QH0063
 QH0063.The dynamic height is computed by dividing the NAVD 88
 QH0063.geopotential number by the normal gravity value computed on the
 QH0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QH0063.degrees latitude (g = 980.6199 gals.).
 QH0063
 QH0063.The modeled gravity was interpolated from observed gravity values.
 QH0063
 QH0063;                    North         East    Units  Estimated Accuracy
 QH0063;SPC ME W     -   315,350.      891,100.      MT  (+/- 180 meters Scaled)
 QH0063
 QH0063                          SUPERSEDED SURVEY CONTROL
 QH0063
 QH0063.No superseded survey control is available for this station.
 QH0063
 QH0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL002583(NAD 83)
 QH0063_MARKER: DB = BENCH MARK DISK
 QH0063_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QH0063_SP_SET: STAINLESS STEEL ROD
 QH0063_STAMPING: K 182 1978
 QH0063_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QH0063
 QH0063  HISTORY     - Date     Condition        Report By
 QH0063  HISTORY     - 1978     MONUMENTED       NGS
 QH0063
 QH0063                          STATION DESCRIPTION
 QH0063
 QH0063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QH0063'3.75 MI NW FROM JACKMAN.
 QH0063'3.75 MILES NORTHWEST ALONG STATE HIGHWAY 6 FROM ITS JUNCTION WITH THE
 QH0063'CANADIAN PACIFIC RAILROAD AT JACKMAN, 37.5 FT. EAST-NORTHEAST OF THE
 QH0063'CENTER LINE OF THE HIGHWAY, 14.7 FT. SOUTH OF A TRIANGULAR BLAZED
 QH0063'TREE 0.8 FT. IN DIAMETER, 11.4 FT. WEST-NORTHWEST OF A TRIANGULAR
 QH0063'BLAZED TREE 0.8 FT. IN DIAMETER, 10.1 FT. NORTHEAST OF POWER POLE
 QH0063'8 82 124 WITH ONE GUY WIRE, ACCESS TO WHICH IS HAD THROUGH A 4-
 QH0063'INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1137 ***********************************************************************
 QG1137  DESIGNATION -  K 183
 QG1137  PID         -  QG1137
 QG1137  STATE/COUNTY-  ME/PISCATAQUIS
 QG1137  USGS QUAD   -  HARDY POND (1988)
 QG1137
 QG1137                         *CURRENT SURVEY CONTROL
 QG1137  ___________________________________________________________________
 QG1137* NAD 83(1986)-  45 17 30.     (N)    068 50 52.     (W)     SCALED    
 QG1137* NAVD 88     -        80.497  (meters)     264.10   (feet)  ADJUSTED  
 QG1137  ___________________________________________________________________
 QG1137  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 QG1137  DYNAMIC HT  -          80.496 (meters)     264.09  (feet)  COMP
 QG1137  MODELED GRAV-     980,605.7   (mgal)                       NAVD 88
 QG1137
 QG1137  VERT ORDER  -  FIRST     CLASS II
 QG1137
 QG1137.The horizontal coordinates were scaled from a topographic map and have
 QG1137.an estimated accuracy of +/- 6 seconds.
 QG1137
 QG1137.The orthometric height was determined by differential leveling
 QG1137.and adjusted by the National Geodetic Survey in June 1991..
 QG1137
 QG1137.The geoid height was determined by GEOID03.
 QG1137
 QG1137.The dynamic height is computed by dividing the NAVD 88
 QG1137.geopotential number by the normal gravity value computed on the
 QG1137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1137.degrees latitude (g = 980.6199 gals.).
 QG1137
 QG1137.The modeled gravity was interpolated from observed gravity values.
 QG1137
 QG1137;                    North         East    Units  Estimated Accuracy
 QG1137;SPC ME E     -   180,610.      272,720.      MT  (+/- 180 meters Scaled)
 QG1137
 QG1137                          SUPERSEDED SURVEY CONTROL
 QG1137
 QG1137.No superseded survey control is available for this station.
 QG1137
 QG1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL119153(NAD 83)
 QG1137_MARKER: DB = BENCH MARK DISK
 QG1137_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QG1137_SP_SET: BRIDGE ABUTMENT
 QG1137_STAMPING: K 183 1978
 QG1137_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG1137_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QG1137+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2006
 QG1137
 QG1137  HISTORY     - Date     Condition        Report By
 QG1137  HISTORY     - 1978     MONUMENTED       NGS
 QG1137  HISTORY     - 20060120 GOOD             PLISGA
 QG1137
 QG1137                          STATION DESCRIPTION
 QG1137
 QG1137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1137'9.35 MI NE FROM MILO.
 QG1137'9.35 MILES EAST ALONG OLD STATE HIGHWAY 16 FROM THE POST OFFICE AT
 QG1137'MILO, TO A BRIDGE CROSSING THE SCHOODIC STREAM, 21.0 FT. SOUTH
 QG1137'SOUTHWEST FROM THE CENTER LINE OF THE HIGHWAY, 1.2 FT. NORTHWEST
 QG1137'FROM THE SOUTHEAST END OF THE SOUTHEAST ABUTMENT, IN THE TOP OF THE
 QG1137'SOUTHEAST ABUTMENT.
 QG1137
 QG1137                          STATION RECOVERY (2006)
 QG1137
 QG1137'RECOVERY NOTE BY PLISGA AND DAY 2006 (JMS)
 QG1137'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1164 ***********************************************************************
 QG1164  DESIGNATION -  K 184
 QG1164  PID         -  QG1164
 QG1164  STATE/COUNTY-  ME/PENOBSCOT
 QG1164  USGS QUAD   -  LINCOLN CENTER (1988)
 QG1164
 QG1164                         *CURRENT SURVEY CONTROL
 QG1164  ___________________________________________________________________
 QG1164* NAD 83(1986)-  45 25 54.     (N)    068 27 33.     (W)     SCALED    
 QG1164* NAVD 88     -        58.092  (meters)     190.59   (feet)  ADJUSTED  
 QG1164  ___________________________________________________________________
 QG1164  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 QG1164  DYNAMIC HT  -          58.092 (meters)     190.59  (feet)  COMP
 QG1164  MODELED GRAV-     980,627.2   (mgal)                       NAVD 88
 QG1164
 QG1164  VERT ORDER  -  FIRST     CLASS II
 QG1164
 QG1164.The horizontal coordinates were scaled from a topographic map and have
 QG1164.an estimated accuracy of +/- 6 seconds.
 QG1164
 QG1164.The orthometric height was determined by differential leveling
 QG1164.and adjusted by the National Geodetic Survey in June 1991..
 QG1164
 QG1164.The geoid height was determined by GEOID03.
 QG1164
 QG1164.The dynamic height is computed by dividing the NAVD 88
 QG1164.geopotential number by the normal gravity value computed on the
 QG1164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1164.degrees latitude (g = 980.6199 gals.).
 QG1164
 QG1164.The modeled gravity was interpolated from observed gravity values.
 QG1164
 QG1164;                    North         East    Units  Estimated Accuracy
 QG1164;SPC ME E     -   196,110.      303,200.      MT  (+/- 180 meters Scaled)
 QG1164
 QG1164                          SUPERSEDED SURVEY CONTROL
 QG1164
 QG1164.No superseded survey control is available for this station.
 QG1164
 QG1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL423310(NAD 83)
 QG1164_MARKER: DB = BENCH MARK DISK
 QG1164_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QG1164_SP_SET: BRIDGE HEADWALL
 QG1164_STAMPING: K 184 1978
 QG1164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG1164
 QG1164  HISTORY     - Date     Condition        Report By
 QG1164  HISTORY     - 1978     MONUMENTED       NGS
 QG1164
 QG1164                          STATION DESCRIPTION
 QG1164
 QG1164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1164'5.4 MI SW FROM WINN.
 QG1164'5.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 2 FROM THE POST OFFICE AT WINN
 QG1164'TO A T-JUNCTION OF A PAVED ROAD LEADING NORTHWEST, THENCE 0.1 MILES
 QG1164'NORTHWEST ALONG THE PAVED ROAD TO THE SOUTHEAST END OF A BRIDGE ACROSS
 QG1164'THE PENOBSCOT RIVER, 14.4 FT. SOUTHWEST OF THE CENTER LINE OF THE
 QG1164'ROAD, THE DISK IS SET MID-WAY DOWN THE SOUTH CORNER HEADWALL OF A
 QG1164'CONCRETE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0490 ***********************************************************************
 RF0490  DESIGNATION -  K 185
 RF0490  PID         -  RF0490
 RF0490  STATE/COUNTY-  ME/AROOSTOOK
 RF0490  USGS QUAD   -  WINTERVILLE (1985)
 RF0490
 RF0490                         *CURRENT SURVEY CONTROL
 RF0490  ___________________________________________________________________
 RF0490* NAD 83(1986)-  46 58 00.     (N)    068 35 22.     (W)     SCALED    
 RF0490* NAVD 88     -       252.388  (meters)     828.04   (feet)  ADJUSTED  
 RF0490  ___________________________________________________________________
 RF0490  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 RF0490  DYNAMIC HT  -         252.416 (meters)     828.13  (feet)  COMP
 RF0490  MODELED GRAV-     980,715.7   (mgal)                       NAVD 88
 RF0490
 RF0490  VERT ORDER  -  FIRST     CLASS II
 RF0490
 RF0490.The horizontal coordinates were scaled from a topographic map and have
 RF0490.an estimated accuracy of +/- 6 seconds.
 RF0490
 RF0490.The orthometric height was determined by differential leveling
 RF0490.and adjusted by the National Geodetic Survey in June 1991..
 RF0490
 RF0490.The geoid height was determined by GEOID03.
 RF0490
 RF0490.The dynamic height is computed by dividing the NAVD 88
 RF0490.geopotential number by the normal gravity value computed on the
 RF0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0490.degrees latitude (g = 980.6199 gals.).
 RF0490
 RF0490.The modeled gravity was interpolated from observed gravity values.
 RF0490
 RF0490;                    North         East    Units  Estimated Accuracy
 RF0490;SPC ME E     -   366,720.      293,190.      MT  (+/- 180 meters Scaled)
 RF0490
 RF0490                          SUPERSEDED SURVEY CONTROL
 RF0490
 RF0490.No superseded survey control is available for this station.
 RF0490
 RF0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN312015(NAD 83)
 RF0490_MARKER: DB = BENCH MARK DISK
 RF0490_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RF0490_SP_SET: STAINLESS STEEL ROD
 RF0490_STAMPING: K 185 1978
 RF0490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0490
 RF0490  HISTORY     - Date     Condition        Report By
 RF0490  HISTORY     - 1978     MONUMENTED       NGS
 RF0490
 RF0490                          STATION DESCRIPTION
 RF0490
 RF0490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0490'5.65 MI SOUTH FROM EAGLE ALKE.
 RF0490'4.7 MILES SOUTH ALONG STATE HIGHWAY 11 FROM ST. MARYS CHURCH AT
 RF0490'EAGLE ALKE, THENCE 0.95 MILES SOUTHWEST ALONG A PAVED ROAD, OPPOSITE
 RF0490'AND WEST OF THE WEST CORNER OF A FIELD, AT A PROMINENT 15-INCH
 RF0490'TRIANGULAR BLAZED TREE, 30.0 FT. NORTHWEST OF THE CENTER LINE OF THE
 RF0490'ROAD, 3.4 FT. SOUTHWEST OF THE TREE, 12.2 FT. NORTHEAST OF A 10-INCH
 RF0490'TREE, THE DISK IS 2-INCHES BELOW GROUND, ACCESS TO WHICH IS HAD
 RF0490'THROUGH A 4-INCH PLASTIC SCREW PLUG 1-INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0464 ***********************************************************************
 RF0464  DESIGNATION -  K 186
 RF0464  PID         -  RF0464
 RF0464  STATE/COUNTY-  ME/AROOSTOOK
 RF0464  USGS QUAD   -  ASHLAND (1986)
 RF0464
 RF0464                         *CURRENT SURVEY CONTROL
 RF0464  ___________________________________________________________________
 RF0464* NAD 83(1996)-  46 44 51.19887(N)    068 28 28.80022(W)     ADJUSTED  
 RF0464* NAVD 88     -       251.541  (meters)     825.26   (feet)  ADJUSTED  
 RF0464  ___________________________________________________________________
 RF0464  X           -   1,606,462.892 (meters)                     COMP
 RF0464  Y           -  -4,072,961.605 (meters)                     COMP
 RF0464  Z           -   4,622,745.919 (meters)                     COMP
 RF0464  LAPLACE CORR-           3.46  (seconds)                    DEFLEC99
 RF0464  ELLIP HEIGHT-         227.64  (meters)          (01/07/02) GPS OBS
 RF0464  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 RF0464  DYNAMIC HT  -         251.569 (meters)     825.36  (feet)  COMP
 RF0464  MODELED GRAV-     980,716.8   (mgal)                       NAVD 88
 RF0464
 RF0464  HORZ ORDER  -  FIRST
 RF0464  VERT ORDER  -  FIRST     CLASS II
 RF0464  ELLP ORDER  -  FIFTH     CLASS I
 RF0464
 RF0464.The horizontal coordinates were established by GPS observations
 RF0464.and adjusted by the National Geodetic Survey in July 1997..
 RF0464
 RF0464.The orthometric height was determined by differential leveling
 RF0464.and adjusted by the National Geodetic Survey in June 1991..
 RF0464
 RF0464.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RF0464
 RF0464.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0464
 RF0464.The ellipsoidal height was determined by GPS observations
 RF0464.and is referenced to NAD 83.
 RF0464
 RF0464.The geoid height was determined by GEOID03.
 RF0464
 RF0464.The dynamic height is computed by dividing the NAVD 88
 RF0464.geopotential number by the normal gravity value computed on the
 RF0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0464.degrees latitude (g = 980.6199 gals.).
 RF0464
 RF0464.The modeled gravity was interpolated from observed gravity values.
 RF0464
 RF0464;                    North         East     Units Scale Factor Converg.
 RF0464;SPC ME E     -   342,363.166   301,935.610   MT  0.99990005   +0 01 06.4
 RF0464;UTM  19      - 5,177,245.445   540,126.455   MT  0.99961979   +0 22 57.5
 RF0464
 RF0464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0464!SPC ME E     -   0.99996432  x   0.99990005  =   0.99986437
 RF0464!UTM  19      -   0.99996432  x   0.99961979  =   0.99958412
 RF0464
 RF0464                          SUPERSEDED SURVEY CONTROL
 RF0464
 RF0464  ELLIP H (07/24/97)  227.63   (m)                       GP(       ) 1 1
 RF0464  NAD 83(1992)-  46 44 51.19862(N)    068 28 28.80014(W) AD(1995.00) 1
 RF0464  ELLIP H (04/19/96)  227.62   (m)                       GP(       ) 3 1
 RF0464  NAVD 88 (04/19/96)  251.54   (m)          825.3    (f) LEVELING    3  
 RF0464
 RF0464.Superseded values are not recommended for survey control.
 RF0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0464.See file dsdata.txt to determine how the superseded data were derived.
 RF0464
 RF0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM4012677245(NAD 83)
 RF0464_MARKER: DB = BENCH MARK DISK
 RF0464_SETTING: 66 = SET IN ROCK OUTCROP
 RF0464_SP_SET: OUTCROP
 RF0464_STAMPING: K 186 1978
 RF0464_MAGNETIC: N = NO MAGNETIC MATERIAL
 RF0464_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0464+STABILITY: POSITION/ELEVATION WELL
 RF0464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RF0464+SATELLITE: SATELLITE OBSERVATIONS - October 15, 1995
 RF0464
 RF0464  HISTORY     - Date     Condition        Report By
 RF0464  HISTORY     - 1978     MONUMENTED       NGS
 RF0464  HISTORY     - 19951015 GOOD             CHANCE
 RF0464
 RF0464                          STATION DESCRIPTION
 RF0464
 RF0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0464'0.85 MI SOUTH FROM PORTAGE.
 RF0464'0.85 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT
 RF0464'PORTAGE, OPPOSITE AND SOUTHWEST OF A SMALL CEMETERY, 49.5 FEET
 RF0464'WEST OF THE CENTER LINE OF THE HIGHWAY, 56.3 NORTH OF THE CENTRAL
 RF0464'TWO TRUNKS OF A 5-TRUNKED WHITE BIRCH TREE, 129.2 FEET SOUTH OF
 RF0464'POWER POLE (NO NUMBER) IN THE TOP OF A FLAT ROCK OUTCROP, 6-INCHES
 RF0464'ABOVE GROUND.
 RF0464
 RF0464                          STATION RECOVERY (1995)
 RF0464
 RF0464'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KB)
 RF0464'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0371 ***********************************************************************
 RF0371  DESIGNATION -  K 187
 RF0371  PID         -  RF0371
 RF0371  STATE/COUNTY-  ME/AROOSTOOK
 RF0371  USGS QUAD   -  GREENLAW POND (1986)
 RF0371
 RF0371                         *CURRENT SURVEY CONTROL
 RF0371  ___________________________________________________________________
 RF0371* NAD 83(1986)-  46 39 30.     (N)    068 43 31.     (W)     SCALED    
 RF0371* NAVD 88     -       282.181  (meters)     925.79   (feet)  ADJUSTED  
 RF0371  ___________________________________________________________________
 RF0371  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 RF0371  DYNAMIC HT  -         282.205 (meters)     925.87  (feet)  COMP
 RF0371  MODELED GRAV-     980,689.9   (mgal)                       NAVD 88
 RF0371
 RF0371  VERT ORDER  -  FIRST     CLASS II
 RF0371
 RF0371.The horizontal coordinates were scaled from a topographic map and have
 RF0371.an estimated accuracy of +/- 6 seconds.
 RF0371
 RF0371.The orthometric height was determined by differential leveling
 RF0371.and adjusted by the National Geodetic Survey in June 1991..
 RF0371
 RF0371.The geoid height was determined by GEOID03.
 RF0371
 RF0371.The dynamic height is computed by dividing the NAVD 88
 RF0371.geopotential number by the normal gravity value computed on the
 RF0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0371.degrees latitude (g = 980.6199 gals.).
 RF0371
 RF0371.The modeled gravity was interpolated from observed gravity values.
 RF0371
 RF0371;                    North         East    Units  Estimated Accuracy
 RF0371;SPC ME E     -   332,470.      282,760.      MT  (+/- 180 meters Scaled)
 RF0371
 RF0371                          SUPERSEDED SURVEY CONTROL
 RF0371
 RF0371.No superseded survey control is available for this station.
 RF0371
 RF0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM210672(NAD 83)
 RF0371_MARKER: DB = BENCH MARK DISK
 RF0371_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RF0371_SP_SET: STAINLESS STEEL ROD
 RF0371_STAMPING: K 187 1978
 RF0371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0371
 RF0371  HISTORY     - Date     Condition        Report By
 RF0371  HISTORY     - 1978     MONUMENTED       NGS
 RF0371
 RF0371                          STATION DESCRIPTION
 RF0371
 RF0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0371'10.8 MI WEST FROM SIX MILE CHECK POINT.
 RF0371'10.85 MILES WEST ALONG AMERICAN REALTY ROAD FROM SIX MILE CHECK
 RF0371'POINT, 0.9 MILES WEST OF THE 16 MILE MARKER, AT THE Y-JUNCTION OF A
 RF0371'GRAVEL ROAD LEADING SOUTHWEST (THE ORIGINAL AMERICAN REALTY ROAD)
 RF0371'TO RUSSELL CROSSING, AT THE T-JUNCTION OF A WOOD ROAD LEADING SOUTH,
 RF0371'70.0 FT. SOUTH OF THE CENTER LINE OF THE MAIN ROAD, 47.9 FT. SOUTH-
 RF0371'EAST OF THE CENTER LINE OF THE AMERICAN REALTY ROAD, 14.0 FT. WEST
 RF0371'OF THE CENTER LINE OF THE WOODS ROAD, 21.3 FT. NORTH OF A 14-INCH
 RF0371'TRIANGULAR BLAZED FIR TREE, THE DISK IS 1-INCH BELOW GROUND, ACCESS
 RF0371'TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1188 ***********************************************************************
 QG1188  DESIGNATION -  K 187 X
 QG1188  PID         -  QG1188
 QG1188  STATE/COUNTY-  ME/AROOSTOOK
 QG1188  USGS QUAD   -  REED POND (1988)
 QG1188
 QG1188                         *CURRENT SURVEY CONTROL
 QG1188  ___________________________________________________________________
 QG1188* NAD 83(1986)-  45 42 31.     (N)    068 08 16.     (W)     SCALED    
 QG1188* NAVD 88     -       152.072  (meters)     498.92   (feet)  ADJUSTED  
 QG1188  ___________________________________________________________________
 QG1188  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 QG1188  DYNAMIC HT  -         152.076 (meters)     498.94  (feet)  COMP
 QG1188  MODELED GRAV-     980,637.6   (mgal)                       NAVD 88
 QG1188
 QG1188  VERT ORDER  -  FIRST     CLASS II
 QG1188
 QG1188.The horizontal coordinates were scaled from a topographic map and have
 QG1188.an estimated accuracy of +/- 6 seconds.
 QG1188
 QG1188.The orthometric height was determined by differential leveling
 QG1188.and adjusted by the National Geodetic Survey in June 1991..
 QG1188
 QG1188.The geoid height was determined by GEOID03.
 QG1188
 QG1188.The dynamic height is computed by dividing the NAVD 88
 QG1188.geopotential number by the normal gravity value computed on the
 QG1188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1188.degrees latitude (g = 980.6199 gals.).
 QG1188
 QG1188.The modeled gravity was interpolated from observed gravity values.
 QG1188
 QG1188;                    North         East    Units  Estimated Accuracy
 QG1188;SPC ME E     -   226,950.      328,200.      MT  (+/- 180 meters Scaled)
 QG1188
 QG1188                          SUPERSEDED SURVEY CONTROL
 QG1188
 QG1188.No superseded survey control is available for this station.
 QG1188
 QG1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL671620(NAD 83)
 QG1188_MARKER: DB = BENCH MARK DISK
 QG1188_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QG1188_SP_SET: STAINLESS STEEL ROD
 QG1188_STAMPING: K 187 X 1978
 QG1188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG1188
 QG1188  HISTORY     - Date     Condition        Report By
 QG1188  HISTORY     - 1978     MONUMENTED       NGS
 QG1188
 QG1188                          STATION DESCRIPTION
 QG1188
 QG1188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1188'1.1 MI SE FROM REED.
 QG1188'1.1 MILES SOUTHEAST ALONG STATE HIGHWAY 171 FROM ITS JUNCTION WITH
 QG1188'U.S. HIGHWAY 2A AT REED, 159.0 FT. NORTHEAST OF CENTER LINE OF A
 QG1188'DIRT ROAD LEADING SOUTHWEST FROM THE HIGHWAY, 56.9 FT. NORTHWEST OF
 QG1188'AND ACROSS THE HIGHWAY FROM A POWER POLE, 30.1 FT. WEST OF CENTER
 QG1188'LINE OF HIGHWAY. DISK IS 2 INCHES BELOW GROUND, ACCESS TO WHICH IS
 QG1188'HAD THROUGH A 4 INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0396 ***********************************************************************
 RF0396  DESIGNATION -  K 188
 RF0396  PID         -  RF0396
 RF0396  STATE/COUNTY-  ME/AROOSTOOK
 RF0396  USGS QUAD   -  FIFTH MUSQUACOOK LAKE (1986)
 RF0396
 RF0396                         *CURRENT SURVEY CONTROL
 RF0396  ___________________________________________________________________
 RF0396* NAD 83(1986)-  46 37 04.     (N)    069 04 28.     (W)     SCALED    
 RF0396* NAVD 88     -       389.667  (meters)    1278.43   (feet)  ADJUSTED  
 RF0396  ___________________________________________________________________
 RF0396  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 RF0396  DYNAMIC HT  -         389.692 (meters)    1278.51  (feet)  COMP
 RF0396  MODELED GRAV-     980,665.6   (mgal)                       NAVD 88
 RF0396
 RF0396  VERT ORDER  -  FIRST     CLASS II
 RF0396
 RF0396.The horizontal coordinates were scaled from a topographic map and have
 RF0396.an estimated accuracy of +/- 6 seconds.
 RF0396
 RF0396.The orthometric height was determined by differential leveling
 RF0396.and adjusted by the National Geodetic Survey in June 1991..
 RF0396
 RF0396.The geoid height was determined by GEOID03.
 RF0396
 RF0396.The dynamic height is computed by dividing the NAVD 88
 RF0396.geopotential number by the normal gravity value computed on the
 RF0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0396.degrees latitude (g = 980.6199 gals.).
 RF0396
 RF0396.The modeled gravity was interpolated from observed gravity values.
 RF0396
 RF0396;                    North         East    Units  Estimated Accuracy
 RF0396;SPC ME E     -   328,100.      256,000.      MT  (+/- 180 meters Scaled)
 RF0396
 RF0396                          SUPERSEDED SURVEY CONTROL
 RF0396
 RF0396.No superseded survey control is available for this station.
 RF0396
 RF0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM943626(NAD 83)
 RF0396_MARKER: DB = BENCH MARK DISK
 RF0396_SETTING: 66 = SET IN ROCK OUTCROP
 RF0396_SP_SET: OUTCROP
 RF0396_STAMPING: K 188 1978
 RF0396_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0396+STABILITY: POSITION/ELEVATION WELL
 RF0396
 RF0396  HISTORY     - Date     Condition        Report By
 RF0396  HISTORY     - 1978     MONUMENTED       NGS
 RF0396
 RF0396                          STATION DESCRIPTION
 RF0396
 RF0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0396'5.0 MI EAST FROM MUSQUACOOK CHECK POINT.
 RF0396'5.0 MILES EAST ALONG THE MAIN TRAVELED GRAVEL ROAD FROM MUSQUACOOK
 RF0396'CHECK POINT, 0.1 MILES EAST OF THE T-JUNCTION OF A NARROW GRAVEL
 RF0396'ROAD LEADING NORTHWEST, ABOUT 0.05 MILE WEST OF THE TOP OF A SHORT
 RF0396'GRADE, 86.0 FEET NORTH OF THE CENTER LINE OF THE ROAD, 181 FEET
 RF0396'NORTHEAST THROUGH THE WOODS FROM THE NORTH END OF A 19-INCH METAL
 RF0396'PIPE CULVERT, IN THE TOP OF A 1 BY 2-FOOT OUTCROP,
 RF0396'2 FEET ABOVE GROUND, RECESSED IN A 2-INCH POCKET OF THE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0441 ***********************************************************************
 RF0441  DESIGNATION -  K 189
 RF0441  PID         -  RF0441
 RF0441  STATE/COUNTY-  ME/AROOSTOOK
 RF0441  USGS QUAD   -  BEAVER POND SE (1986)
 RF0441
 RF0441                         *CURRENT SURVEY CONTROL
 RF0441  ___________________________________________________________________
 RF0441* NAD 83(1986)-  46 34 46.     (N)    069 49 16.     (W)     SCALED    
 RF0441* NAVD 88     -       326.007  (meters)    1069.57   (feet)  ADJUSTED  
 RF0441  ___________________________________________________________________
 RF0441  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 RF0441  DYNAMIC HT  -         326.016 (meters)    1069.60  (feet)  COMP
 RF0441  MODELED GRAV-     980,633.0   (mgal)                       NAVD 88
 RF0441
 RF0441  VERT ORDER  -  FIRST     CLASS II
 RF0441
 RF0441.The horizontal coordinates were scaled from a topographic map and have
 RF0441.an estimated accuracy of +/- 6 seconds.
 RF0441
 RF0441.The orthometric height was determined by differential leveling
 RF0441.and adjusted by the National Geodetic Survey in June 1991..
 RF0441
 RF0441.The geoid height was determined by GEOID03.
 RF0441
 RF0441.The dynamic height is computed by dividing the NAVD 88
 RF0441.geopotential number by the normal gravity value computed on the
 RF0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0441.degrees latitude (g = 980.6199 gals.).
 RF0441
 RF0441.The modeled gravity was interpolated from observed gravity values.
 RF0441
 RF0441;                    North         East    Units  Estimated Accuracy
 RF0441;SPC ME E     -   324,530.      198,750.      MT  (+/- 180 meters Scaled)
 RF0441
 RF0441                          SUPERSEDED SURVEY CONTROL
 RF0441
 RF0441.No superseded survey control is available for this station.
 RF0441
 RF0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM370587(NAD 83)
 RF0441_MARKER: DB = BENCH MARK DISK
 RF0441_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RF0441_SP_SET: STAINLESS STEEL ROD
 RF0441_STAMPING: K 189 1978
 RF0441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0441
 RF0441  HISTORY     - Date     Condition        Report By
 RF0441  HISTORY     - 1978     MONUMENTED       NGS
 RF0441
 RF0441                          STATION DESCRIPTION
 RF0441
 RF0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0441'10.0 MI EAST FROM DAAQUAM.
 RF0441'10.05 MILES EAST ALONG THE MAIN TRAVELED GRAVEL ROAD FROM THE U.S.
 RF0441'CUSTOMS OFFICE AT DAAQUAM, 0.2 MILE NORTHWEST OF THE SOUTHEAST
 RF0441'END OF A BRIDGE OVER THE ST. JOHN RIVER, AT THE NORTHEAST CORNER OF
 RF0441'THE T-JUNCTION OF A WOODS ROAD LEADING NORTH, 45.0 FEET NORTH OF THE
 RF0441'CENTER LINE OF THE ROAD, 15.0 FEET EAST OF THE CENTER LINE OF THE
 RF0441'WOODS ROAD. THE DISK IS 1-INCH BELOW GROUND, ACCESS TO WHICH IS HAD
 RF0441'THROUGH A 4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0027 ***********************************************************************
 QF0027  DESIGNATION -  K 19
 QF0027  PID         -  QF0027
 QF0027  STATE/COUNTY-  ME/WASHINGTON
 QF0027  USGS QUAD   -  CALAIS (1977)
 QF0027
 QF0027                         *CURRENT SURVEY CONTROL
 QF0027  ___________________________________________________________________
 QF0027* NAD 83(1986)-  45 09 31.     (N)    067 17 34.     (W)     SCALED    
 QF0027* NAVD 88     -        25.239  (meters)      82.81   (feet)  ADJUSTED  
 QF0027  ___________________________________________________________________
 QF0027  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 QF0027  DYNAMIC HT  -          25.239 (meters)      82.81  (feet)  COMP
 QF0027  MODELED GRAV-     980,618.8   (mgal)                       NAVD 88
 QF0027
 QF0027  VERT ORDER  -  FIRST     CLASS I
 QF0027
 QF0027.The horizontal coordinates were scaled from a topographic map and have
 QF0027.an estimated accuracy of +/- 6 seconds.
 QF0027
 QF0027.The orthometric height was determined by differential leveling
 QF0027.and adjusted by the National Geodetic Survey in June 1991..
 QF0027.WARNING-Repeat measurements at this control monument indicate possible
 QF0027.vertical movement.
 QF0027
 QF0027.The geoid height was determined by GEOID03.
 QF0027
 QF0027.The dynamic height is computed by dividing the NAVD 88
 QF0027.geopotential number by the normal gravity value computed on the
 QF0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0027.degrees latitude (g = 980.6199 gals.).
 QF0027
 QF0027.The modeled gravity was interpolated from observed gravity values.
 QF0027
 QF0027;                    North         East    Units  Estimated Accuracy
 QF0027;SPC ME E     -   166,480.      394,910.      MT  (+/- 180 meters Scaled)
 QF0027
 QF0027                          SUPERSEDED SURVEY CONTROL
 QF0027
 QF0027  NGVD 29 (??/??/92)   25.449  (m)           83.49   (f) ADJ UNCH    1 1
 QF0027
 QF0027.Superseded values are not recommended for survey control.
 QF0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0027.See file dsdata.txt to determine how the superseded data were derived.
 QF0027
 QF0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL341019(NAD 83)
 QF0027_MARKER: DB = BENCH MARK DISK
 QF0027_SETTING: 66 = SET IN ROCK OUTCROP
 QF0027_SP_SET: ROCK LEDGE
 QF0027_STAMPING: K 19 1933 83.474
 QF0027_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0027+STABILITY: POSITION/ELEVATION WELL
 QF0027_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QF0027+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2002
 QF0027
 QF0027  HISTORY     - Date     Condition        Report By
 QF0027  HISTORY     - 1933     MONUMENTED       CGS
 QF0027  HISTORY     - 1966     GOOD             NGS
 QF0027  HISTORY     - 1978     GOOD             DMA
 QF0027  HISTORY     - 20020421 GOOD             INDIV
 QF0027
 QF0027                          STATION DESCRIPTION
 QF0027
 QF0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 QF0027'0.8 MI S FROM MILLTOWN.
 QF0027'0.8 MILE SOUTH ALONG THE MAINE CENTRAL RAILROAD FROM THE U.S.
 QF0027'CUSTOMHOUSE AT MILLTOWN, NEAR AN ABANDONED ROAD CROSSING, ABOUT
 QF0027'100 YARDS NORTH OF RAILROAD SCALES, 143 FEET NORTH OF THE CENTER
 QF0027'LINE OF ROAD, 101 FEET WEST-SOUTHWEST OF THE WEST CORNER OF A
 QF0027'HOUSE, 79 FEET EAST OF AND ACROSS A SIDETRACK FROM THE EAST RAIL
 QF0027'OF THE MAIN TRACK, 50.5 FEET EAST OF THE EAST RIGHT-OF-WAY
 QF0027'FENCE, IN THE TOP OF A 4 1/2-BY-6-FOOT EXPOSED PORTION OF A
 QF0027'ROCK LEDGE THAT PROJECTS ABOUT 2 FEET, AND ABOUT 5 FEET ABOVE
 QF0027'THE LEVEL OF THE TRACK.
 QF0027
 QF0027                          STATION RECOVERY (1978)
 QF0027
 QF0027'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 QF0027'SLIGHTLY MUTILATED BY SMALL AXE BUT READABLE.
 QF0027
 QF0027                          STATION RECOVERY (2002)
 QF0027
 QF0027'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RLH)
 QF0027'ABANDONED ROAD CROSSING, NOTED IN 1966 DESCRIPTION, IS AN EXTENSION OF
 QF0027'WHITLOCK LANE, AND IS LITTLE MORE THAN A PATH.  RIGHT-OF-WAY FENCE WAS
 QF0027'NOT IN EVIDENCE, AND RAILROAD SCALES NO LONGER EXIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0426 ***********************************************************************
 RF0426  DESIGNATION -  K 190
 RF0426  PID         -  RF0426
 RF0426  STATE/COUNTY-  ME/AROOSTOOK
 RF0426  USGS QUAD   -  CLAYTON LAKE (1986)
 RF0426
 RF0426                         *CURRENT SURVEY CONTROL
 RF0426  ___________________________________________________________________
 RF0426* NAD 83(1986)-  46 36 36.     (N)    069 36 14.     (W)     SCALED    
 RF0426* NAVD 88     -       321.519  (meters)    1054.85   (feet)  ADJUSTED  
 RF0426  ___________________________________________________________________
 RF0426  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 RF0426  DYNAMIC HT  -         321.528 (meters)    1054.88  (feet)  COMP
 RF0426  MODELED GRAV-     980,633.2   (mgal)                       NAVD 88
 RF0426
 RF0426  VERT ORDER  -  FIRST     CLASS II
 RF0426
 RF0426.The horizontal coordinates were scaled from a topographic map and have
 RF0426.an estimated accuracy of +/- 6 seconds.
 RF0426
 RF0426.The orthometric height was determined by differential leveling
 RF0426.and adjusted by the National Geodetic Survey in June 1991..
 RF0426
 RF0426.The geoid height was determined by GEOID03.
 RF0426
 RF0426.The dynamic height is computed by dividing the NAVD 88
 RF0426.geopotential number by the normal gravity value computed on the
 RF0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0426.degrees latitude (g = 980.6199 gals.).
 RF0426
 RF0426.The modeled gravity was interpolated from observed gravity values.
 RF0426
 RF0426;                    North         East    Units  Estimated Accuracy
 RF0426;SPC ME E     -   327,670.      215,440.      MT  (+/- 180 meters Scaled)
 RF0426
 RF0426                          SUPERSEDED SURVEY CONTROL
 RF0426
 RF0426.No superseded survey control is available for this station.
 RF0426
 RF0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM537620(NAD 83)
 RF0426_MARKER: DB = BENCH MARK DISK
 RF0426_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RF0426_SP_SET: STAINLESS STEEL ROD
 RF0426_STAMPING: K 190 1978
 RF0426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0426
 RF0426  HISTORY     - Date     Condition        Report By
 RF0426  HISTORY     - 1978     MONUMENTED       NGS
 RF0426
 RF0426                          STATION DESCRIPTION
 RF0426
 RF0426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0426'4.15 MI WEST FROM CLAYTON LAKE.
 RF0426'4.15 MILES WEST ALONG THE MAIN TRAVELED GRAVEL ROAD FROM THE POST
 RF0426'OFFICE AT CLAYTON LAKE, 0.1 MILE SOUTHWEST OF A SMALL WOODEN BRIDGE
 RF0426'OVER CAMPBELL BROOK, OUTSIDE ANE AT THE NORTH END OF A CURVE AT THE
 RF0426'NORTHEAST EDGE OF A LOW SWAMPY AREA 56.0 FEET NORTHWEST OF THE
 RF0426'CENTER LINE OF THE ROAD, 21.4 FT. SOUTH OF A 6-INCH BIRCH TREE.
 RF0426'THE DISK IS 1-INCH BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 6-
 RF0426'INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0277 ***********************************************************************
 QF0277  DESIGNATION -  K 191
 QF0277  PID         -  QF0277
 QF0277  STATE/COUNTY-  ME/WASHINGTON
 QF0277  USGS QUAD   -  BROOKTON (1988)
 QF0277
 QF0277                         *CURRENT SURVEY CONTROL
 QF0277  ___________________________________________________________________
 QF0277* NAD 83(1986)-  45 31 06.     (N)    067 45 24.     (W)     SCALED    
 QF0277* NAVD 88     -       145.813  (meters)     478.39   (feet)  ADJUSTED  
 QF0277  ___________________________________________________________________
 QF0277  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 QF0277  DYNAMIC HT  -         145.813 (meters)     478.39  (feet)  COMP
 QF0277  MODELED GRAV-     980,614.7   (mgal)                       NAVD 88
 QF0277
 QF0277  VERT ORDER  -  FIRST     CLASS II
 QF0277
 QF0277.The horizontal coordinates were scaled from a topographic map and have
 QF0277.an estimated accuracy of +/- 6 seconds.
 QF0277
 QF0277.The orthometric height was determined by differential leveling
 QF0277.and adjusted by the National Geodetic Survey in June 1991..
 QF0277
 QF0277.The geoid height was determined by GEOID03.
 QF0277
 QF0277.The dynamic height is computed by dividing the NAVD 88
 QF0277.geopotential number by the normal gravity value computed on the
 QF0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0277.degrees latitude (g = 980.6199 gals.).
 QF0277
 QF0277.The modeled gravity was interpolated from observed gravity values.
 QF0277
 QF0277;                    North         East    Units  Estimated Accuracy
 QF0277;SPC ME E     -   206,010.      358,070.      MT  (+/- 180 meters Scaled)
 QF0277
 QF0277                          SUPERSEDED SURVEY CONTROL
 QF0277
 QF0277.No superseded survey control is available for this station.
 QF0277
 QF0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL971412(NAD 83)
 QF0277_MARKER: DB = BENCH MARK DISK
 QF0277_SETTING: 66 = SET IN ROCK OUTCROP
 QF0277_SP_SET: OUTCROP
 QF0277_STAMPING: K 191 1978
 QF0277_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0277+STABILITY: POSITION/ELEVATION WELL
 QF0277
 QF0277  HISTORY     - Date     Condition        Report By
 QF0277  HISTORY     - 1978     MONUMENTED       NGS
 QF0277
 QF0277                          STATION DESCRIPTION
 QF0277
 QF0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0277'0.9 MI SE FROM BROOKTON.
 QF0277'0.9 MILE SOUTHEAST ALONG U.S. HIGHWAY 1 FROM THE CROSS ROADS OF
 QF0277'LAKE ROAD AND FOREST STATION ROAD AT BROOKTON, 122.1 FEET NORTH OF
 QF0277'A POWER POLE WITH ONE GUY WIRE ACROSS HIGHWAY TO A SUPPORT POLE,
 QF0277'97.0 FEET SOUTH OF A POWER POLE, 35.2 FEET EAST OF THE CENTER LINE
 QF0277'OF HIGHWAY, 18.6 FEET WEST OF A TRIANGULAR BLAZED 8-INCH FIR TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0223 ***********************************************************************
 QF0223  DESIGNATION -  K 192
 QF0223  PID         -  QF0223
 QF0223  STATE/COUNTY-  ME/AROOSTOOK
 QF0223  USGS QUAD   -  ORIENT (1989)
 QF0223
 QF0223                         *CURRENT SURVEY CONTROL
 QF0223  ___________________________________________________________________
 QF0223* NAD 83(1986)-  45 47 40.     (N)    067 51 49.     (W)     SCALED    
 QF0223* NAVD 88     -       160.465  (meters)     526.46   (feet)  ADJUSTED  
 QF0223  ___________________________________________________________________
 QF0223  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 QF0223  DYNAMIC HT  -         160.468 (meters)     526.47  (feet)  COMP
 QF0223  MODELED GRAV-     980,632.0   (mgal)                       NAVD 88
 QF0223  OBS GRAVITY -     980,633.7   (mgal)                       GRAV_OBS
 QF0223
 QF0223  VERT ORDER  -  FIRST     CLASS II
 QF0223
 QF0223.The horizontal coordinates were scaled from a topographic map and have
 QF0223.an estimated accuracy of +/- 6 seconds.
 QF0223
 QF0223.The orthometric height was determined by differential leveling
 QF0223.and adjusted by the National Geodetic Survey in June 1991..
 QF0223
 QF0223.The geoid height was determined by GEOID03.
 QF0223
 QF0223.The dynamic height is computed by dividing the NAVD 88
 QF0223.geopotential number by the normal gravity value computed on the
 QF0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0223.degrees latitude (g = 980.6199 gals.).
 QF0223
 QF0223.The modeled gravity was interpolated from observed gravity values.
 QF0223.The observed gravity was obtained from relative gravimeter ties
 QF0223.to the IGSN71 gravity network.
 QF0223
 QF0223;                    North         East    Units  Estimated Accuracy
 QF0223;SPC ME E     -   236,630.      349,470.      MT  (+/- 180 meters Scaled)
 QF0223
 QF0223                          SUPERSEDED SURVEY CONTROL
 QF0223
 QF0223.No superseded survey control is available for this station.
 QF0223
 QF0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL883718(NAD 83)
 QF0223_MARKER: DB = BENCH MARK DISK
 QF0223_SETTING: 66 = SET IN ROCK OUTCROP
 QF0223_SP_SET: ROCK OUTCROP
 QF0223_STAMPING: K 192 1978
 QF0223_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0223+STABILITY: POSITION/ELEVATION WELL
 QF0223
 QF0223  HISTORY     - Date     Condition        Report By
 QF0223  HISTORY     - 1978     MONUMENTED       NGS
 QF0223  HISTORY     - 1982     GOOD             NGS
 QF0223
 QF0223                          STATION DESCRIPTION
 QF0223
 QF0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0223'9.5 MI NORTH FROM DANFORTH.
 QF0223'0.1 MILES NORTHEAST ALONG DEPOT STREET FROM THE TOWN AHLL AT DANFORTH
 QF0223'AT THE JUNCTION OF U.S. HIGHWAY 1, THENCE 9.5 MILES NORTH ALONG U.S.
 QF0223'HIGHWAY 1, 108.9 FEET NORTH OF AND ACROSS THE HIGHWAY FROM POWER POLE
 QF0223'449, 16 YARDS SOUTH-SOUTHWEST OF A ROCK CUT, 33.9 FEET NORTHWEST OF
 QF0223'CENTER LINE OF HIGHWAY.
 QF0223
 QF0223                          STATION RECOVERY (1982)
 QF0223
 QF0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QF0223'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0201 ***********************************************************************
 QF0201  DESIGNATION -  K 193
 QF0201  PID         -  QF0201
 QF0201  STATE/COUNTY-  ME/WASHINGTON
 QF0201  USGS QUAD   -  LAMBERT LAKE (1988)
 QF0201
 QF0201                         *CURRENT SURVEY CONTROL
 QF0201  ___________________________________________________________________
 QF0201* NAD 83(1986)-  45 30 22.     (N)    067 34 47.     (W)     SCALED    
 QF0201* NAVD 88     -       127.940  (meters)     419.75   (feet)  ADJUSTED  
 QF0201  ___________________________________________________________________
 QF0201  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 QF0201  DYNAMIC HT  -         127.939 (meters)     419.75  (feet)  COMP
 QF0201  MODELED GRAV-     980,609.1   (mgal)                       NAVD 88
 QF0201
 QF0201  VERT ORDER  -  FIRST     CLASS II
 QF0201
 QF0201.The horizontal coordinates were scaled from a topographic map and have
 QF0201.an estimated accuracy of +/- 6 seconds.
 QF0201
 QF0201.The orthometric height was determined by differential leveling
 QF0201.and adjusted by the National Geodetic Survey in June 1991..
 QF0201
 QF0201.The geoid height was determined by GEOID03.
 QF0201
 QF0201.The dynamic height is computed by dividing the NAVD 88
 QF0201.geopotential number by the normal gravity value computed on the
 QF0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0201.degrees latitude (g = 980.6199 gals.).
 QF0201
 QF0201.The modeled gravity was interpolated from observed gravity values.
 QF0201
 QF0201;                    North         East    Units  Estimated Accuracy
 QF0201;SPC ME E     -   204,800.      371,910.      MT  (+/- 180 meters Scaled)
 QF0201
 QF0201                          SUPERSEDED SURVEY CONTROL
 QF0201
 QF0201.No superseded survey control is available for this station.
 QF0201
 QF0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL109401(NAD 83)
 QF0201_MARKER: DB = BENCH MARK DISK
 QF0201_SETTING: 66 = SET IN ROCK OUTCROP
 QF0201_SP_SET: OUTCROP
 QF0201_STAMPING: K 193 1978
 QF0201_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0201+STABILITY: POSITION/ELEVATION WELL
 QF0201
 QF0201  HISTORY     - Date     Condition        Report By
 QF0201  HISTORY     - 1978     MONUMENTED       NGS
 QF0201
 QF0201                          STATION DESCRIPTION
 QF0201
 QF0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0201'3.3 MI SW FROM LAMBERT LAKE.
 QF0201'3.3 MILES SOUTHWEST ALONG STATE HIGHWAY 6 FROM THE CANADIAN PACIFIC
 QF0201'RAILROAD CROSSING AT LAMBERT LAKE, 65.1 FEET NORTHEAST OF POWER
 QF0201'POLE NUMBER 2 182, 37.4 FEET NORTHWEST OF THE CENTER LINE OF
 QF0201'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0255 ***********************************************************************
 QF0255  DESIGNATION -  K 194
 QF0255  PID         -  QF0255
 QF0255  STATE/COUNTY-  ME/WASHINGTON
 QF0255  USGS QUAD   -  WAITE (1988)
 QF0255
 QF0255                         *CURRENT SURVEY CONTROL
 QF0255  ___________________________________________________________________
 QF0255* NAD 83(1986)-  45 16 21.     (N)    067 38 40.     (W)     SCALED    
 QF0255* NAVD 88     -        80.027  (meters)     262.56   (feet)  ADJUSTED  
 QF0255  ___________________________________________________________________
 QF0255  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 QF0255  DYNAMIC HT  -          80.026 (meters)     262.55  (feet)  COMP
 QF0255  MODELED GRAV-     980,604.8   (mgal)                       NAVD 88
 QF0255
 QF0255  VERT ORDER  -  FIRST     CLASS II
 QF0255
 QF0255.The horizontal coordinates were scaled from a topographic map and have
 QF0255.an estimated accuracy of +/- 6 seconds.
 QF0255
 QF0255.The orthometric height was determined by differential leveling
 QF0255.and adjusted by the National Geodetic Survey in June 1991..
 QF0255
 QF0255.The geoid height was determined by GEOID03.
 QF0255
 QF0255.The dynamic height is computed by dividing the NAVD 88
 QF0255.geopotential number by the normal gravity value computed on the
 QF0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0255.degrees latitude (g = 980.6199 gals.).
 QF0255
 QF0255.The modeled gravity was interpolated from observed gravity values.
 QF0255
 QF0255;                    North         East    Units  Estimated Accuracy
 QF0255;SPC ME E     -   178,780.      367,130.      MT  (+/- 180 meters Scaled)
 QF0255
 QF0255                          SUPERSEDED SURVEY CONTROL
 QF0255
 QF0255.No superseded survey control is available for this station.
 QF0255
 QF0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL063141(NAD 83)
 QF0255_MARKER: DB = BENCH MARK DISK
 QF0255_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QF0255_SP_SET: STAINLESS STEEL ROD
 QF0255_STAMPING: K 194 1978
 QF0255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QF0255
 QF0255  HISTORY     - Date     Condition        Report By
 QF0255  HISTORY     - 1978     MONUMENTED       NGS
 QF0255
 QF0255                          STATION DESCRIPTION
 QF0255
 QF0255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0255'4.7 MI SOUTH FROM WAITE.
 QF0255'4.7 MILES SOUTH ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 QF0255'WAITE, 88.9 FEET EAST OF AND ACROSS HIGHWAY FROM TELEPHONE POLE
 QF0255'NUMBER 386, 50.8 FEET NORTHEAST OF THE CENTER LINE OF HIGHWAY, 8.1
 QF0255'FEET SOUTH OF A TRIANGULAR BLAZED 6-INCH PINE TREE. DISK IS
 QF0255'3 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH
 QF0255'PLASTIC SCREW PLUG. ALSO 4.5 MILES NORTHWEST ALONG U.S. HIGHWAY 1
 QF0255'FROM THE POST OFFICE AT PRINCETON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0521 ***********************************************************************
 RF0521  DESIGNATION -  K 195
 RF0521  PID         -  RF0521
 RF0521  STATE/COUNTY-  ME/AROOSTOOK
 RF0521  USGS QUAD   -  MC NALLY RIDGE (1986)
 RF0521
 RF0521                         *CURRENT SURVEY CONTROL
 RF0521  ___________________________________________________________________
 RF0521* NAD 83(1986)-  46 15 58.     (N)    068 20 36.     (W)     SCALED    
 RF0521* NAVD 88     -       283.291  (meters)     929.43   (feet)  ADJUSTED  
 RF0521  ___________________________________________________________________
 RF0521  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 RF0521  DYNAMIC HT  -         283.304 (meters)     929.47  (feet)  COMP
 RF0521  MODELED GRAV-     980,650.6   (mgal)                       NAVD 88
 RF0521
 RF0521  VERT ORDER  -  FIRST     CLASS II
 RF0521
 RF0521.The horizontal coordinates were scaled from a topographic map and have
 RF0521.an estimated accuracy of +/- 6 seconds.
 RF0521
 RF0521.The orthometric height was determined by differential leveling
 RF0521.and adjusted by the National Geodetic Survey in June 1991..
 RF0521
 RF0521.The geoid height was determined by GEOID03.
 RF0521
 RF0521.The dynamic height is computed by dividing the NAVD 88
 RF0521.geopotential number by the normal gravity value computed on the
 RF0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0521.degrees latitude (g = 980.6199 gals.).
 RF0521
 RF0521.The modeled gravity was interpolated from observed gravity values.
 RF0521
 RF0521;                    North         East    Units  Estimated Accuracy
 RF0521;SPC ME E     -   288,860.      312,080.      MT  (+/- 180 meters Scaled)
 RF0521
 RF0521                          SUPERSEDED SURVEY CONTROL
 RF0521
 RF0521.No superseded survey control is available for this station.
 RF0521
 RF0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM506238(NAD 83)
 RF0521_MARKER: DB = BENCH MARK DISK
 RF0521_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RF0521_SP_SET: STAINLESS STEEL ROD
 RF0521_STAMPING: K 195 1978
 RF0521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0521
 RF0521  HISTORY     - Date     Condition        Report By
 RF0521  HISTORY     - 1978     MONUMENTED       NGS
 RF0521
 RF0521                          STATION DESCRIPTION
 RF0521
 RF0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0521'14.8 MI NW FROM SMYRNA MILLS.
 RF0521'10.45 MILES NORTHWEST ALONG STATE HIGHWAY 212 FROM THE JUNCTION OF
 RF0521'U.S. HIGHWAY 2 AT SMYRNA MILLS, THENCE 4.35 MILES NORTH ALONG STATE
 RF0521'HIGHWAY 11, 0.45 MILE NORTHWEST OF THE T-JUNCTION OF FRIELS ROAD
 RF0521'LEADING EAST, AT THE NORTHWEST END OF THE SOUTHWEST METAL GUARD
 RF0521'RAIL TO A 10-FT. METAL PIPE CULVERT TO TRACY BROOK, 20.9 FEET
 RF0521'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 64.5 FEET NORTHWEST
 RF0521'OF POWER POLE NUMBER 82, 1.5 FEET SOUTHWEST OF THE GUARD RAIL. THE
 RF0521'DISK IS 1-INCH BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH
 RF0521'PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0189 ***********************************************************************
 QF0189  DESIGNATION -  K 196
 QF0189  PID         -  QF0189
 QF0189  STATE/COUNTY-  ME/WASHINGTON
 QF0189  USGS QUAD   -  TOMAH MOUNTAIN (1988)
 QF0189
 QF0189                         *CURRENT SURVEY CONTROL
 QF0189  ___________________________________________________________________
 QF0189* NAD 83(1986)-  45 25 10.     (N)    067 44 10.     (W)     SCALED    
 QF0189* NAVD 88     -       148.633  (meters)     487.64   (feet)  ADJUSTED  
 QF0189  ___________________________________________________________________
 QF0189  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 QF0189  DYNAMIC HT  -         148.631 (meters)     487.63  (feet)  COMP
 QF0189  MODELED GRAV-     980,599.7   (mgal)                       NAVD 88
 QF0189  OBS GRAVITY -     980,600.0   (mgal)                       GRAV_OBS
 QF0189
 QF0189  VERT ORDER  -  FIRST     CLASS II
 QF0189
 QF0189.The horizontal coordinates were scaled from a topographic map and have
 QF0189.an estimated accuracy of +/- 6 seconds.
 QF0189
 QF0189.The orthometric height was determined by differential leveling
 QF0189.and adjusted by the National Geodetic Survey in June 1991..
 QF0189
 QF0189.The geoid height was determined by GEOID03.
 QF0189
 QF0189.The dynamic height is computed by dividing the NAVD 88
 QF0189.geopotential number by the normal gravity value computed on the
 QF0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0189.degrees latitude (g = 980.6199 gals.).
 QF0189
 QF0189.The modeled gravity was interpolated from observed gravity values.
 QF0189.The observed gravity was obtained from relative gravimeter ties
 QF0189.to the IGSN71 gravity network.
 QF0189
 QF0189;                    North         East    Units  Estimated Accuracy
 QF0189;SPC ME E     -   195,040.      359,780.      MT  (+/- 180 meters Scaled)
 QF0189
 QF0189                          SUPERSEDED SURVEY CONTROL
 QF0189
 QF0189.No superseded survey control is available for this station.
 QF0189
 QF0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL988303(NAD 83)
 QF0189_MARKER: I = METAL ROD
 QF0189_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QF0189_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 QF0189_STAMPING: K 196 1978
 QF0189_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0189+STABILITY: POSITION/ELEVATION WELL
 QF0189
 QF0189  HISTORY     - Date     Condition        Report By
 QF0189  HISTORY     - 1978     MONUMENTED       NGS
 QF0189  HISTORY     - 1982     GOOD             NGS
 QF0189
 QF0189                          STATION DESCRIPTION
 QF0189
 QF0189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0189'TOPSFIELD.
 QF0189'AT TOPSFIELD, AT THE INTERSECTION OF U.S. HIGHWAY 1 AND STATE
 QF0189'HIGHWAY 6, 48.0 FEET WEST OF THE CENTER LINE OF HIGHWAY 1, 66.0
 QF0189'FEET EAST OF THE EAST FACE OF THE POST OFFICE, 28.5 FEET WEST-
 QF0189'NORTHWEST OF THE CENTER OF A CONCRETE HEADWALL OF A DRAINAGE
 QF0189'CULVERT, SET MIDWAY BETWEEN THE TWO SOUTH-MOST OF A ROW OF THREE
 QF0189'ELM TREES. THIS BENCH MARK HAS BEEN DESIGNATED AS A BASIC NET A
 QF0189'LEVEL LINE JUNCTION MARK.
 QF0189
 QF0189                          STATION RECOVERY (1982)
 QF0189
 QF0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QF0189'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0500 ***********************************************************************
 PD0500  DESIGNATION -  K 197
 PD0500  PID         -  PD0500
 PD0500  STATE/COUNTY-  ME/WASHINGTON
 PD0500  USGS QUAD   -  MOOSE RIVER (1993)
 PD0500
 PD0500                         *CURRENT SURVEY CONTROL
 PD0500  ___________________________________________________________________
 PD0500* NAD 83(1986)-  44 44 25.     (N)    067 07 27.     (W)     SCALED    
 PD0500* NAVD 88     -        10.486  (meters)      34.40   (feet)  ADJUSTED  
 PD0500  ___________________________________________________________________
 PD0500  GEOID HEIGHT-         -22.35  (meters)                     GEOID03
 PD0500  DYNAMIC HT  -          10.486 (meters)      34.40  (feet)  COMP
 PD0500  MODELED GRAV-     980,621.7   (mgal)                       NAVD 88
 PD0500
 PD0500  VERT ORDER  -  FIRST     CLASS II
 PD0500
 PD0500.The horizontal coordinates were scaled from a topographic map and have
 PD0500.an estimated accuracy of +/- 6 seconds.
 PD0500
 PD0500.The orthometric height was determined by differential leveling
 PD0500.and adjusted by the National Geodetic Survey in June 1991..
 PD0500
 PD0500.The geoid height was determined by GEOID03.
 PD0500
 PD0500.The dynamic height is computed by dividing the NAVD 88
 PD0500.geopotential number by the normal gravity value computed on the
 PD0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0500.degrees latitude (g = 980.6199 gals.).
 PD0500
 PD0500.The modeled gravity was interpolated from observed gravity values.
 PD0500
 PD0500;                    North         East    Units  Estimated Accuracy
 PD0500;SPC ME E     -   120,210.      408,960.      MT  (+/- 180 meters Scaled)
 PD0500
 PD0500                          SUPERSEDED SURVEY CONTROL
 PD0500
 PD0500.No superseded survey control is available for this station.
 PD0500
 PD0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK485558(NAD 83)
 PD0500_MARKER: DB = BENCH MARK DISK
 PD0500_SETTING: 66 = SET IN ROCK OUTCROP
 PD0500_SP_SET: LEDGE
 PD0500_STAMPING: K 197 1978
 PD0500_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0500+STABILITY: POSITION/ELEVATION WELL
 PD0500
 PD0500  HISTORY     - Date     Condition        Report By
 PD0500  HISTORY     - 1978     MONUMENTED       NGS
 PD0500
 PD0500                          STATION DESCRIPTION
 PD0500
 PD0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PD0500'3.8 MI SW FROM SOUTH TRESCOTT.
 PD0500'3.8 MILES SOUTHWEST ALONG STATE HIGHWAY 191 FROM THE Y-JUNCTION OF
 PD0500'THE SOUTH LUBEC ROAD AT SOUTH TRESCOTT, AT THE T-JUNCTION OF A
 PD0500'GRAVEL ROAD LEADING WEST, 49.8 FEET WEST OF THE CENTER LINE OF THE
 PD0500'HIGHWAY, 105.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 50.0 FEET
 PD0500'NORTHEAST OF THE CENTER LINE OF A TRACK ROAD LEADING NORTHWEST TO A
 PD0500'HOUSE TRAILER, 51.4 FEET SOUTHWEST OF POWER POLE NUMBER 101 WITH A
 PD0500'BRACE POLE, IN THE TOP OF A 5 BY 5-FT. ROUNDED OUTCROP TO A LARGE
 PD0500'LOW LEDGE 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0506 ***********************************************************************
 PD0506  DESIGNATION -  K 198
 PD0506  PID         -  PD0506
 PD0506  STATE/COUNTY-  ME/WASHINGTON
 PD0506  USGS QUAD   -  WEST LUBEC (1975)
 PD0506
 PD0506                         *CURRENT SURVEY CONTROL
 PD0506  ___________________________________________________________________
 PD0506* NAD 83(1986)-  44 46 50.     (N)    067 01 04.     (W)     SCALED    
 PD0506* NAVD 88     -        27.711  (meters)      90.92   (feet)  ADJUSTED  
 PD0506  ___________________________________________________________________
 PD0506  GEOID HEIGHT-         -22.29  (meters)                     GEOID03
 PD0506  DYNAMIC HT  -          27.711 (meters)      90.92  (feet)  COMP
 PD0506  MODELED GRAV-     980,623.3   (mgal)                       NAVD 88
 PD0506
 PD0506  VERT ORDER  -  FIRST     CLASS II
 PD0506
 PD0506.The horizontal coordinates were scaled from a topographic map and have
 PD0506.an estimated accuracy of +/- 6 seconds.
 PD0506
 PD0506.The orthometric height was determined by differential leveling
 PD0506.and adjusted by the National Geodetic Survey in June 1991..
 PD0506
 PD0506.The geoid height was determined by GEOID03.
 PD0506
 PD0506.The dynamic height is computed by dividing the NAVD 88
 PD0506.geopotential number by the normal gravity value computed on the
 PD0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0506.degrees latitude (g = 980.6199 gals.).
 PD0506
 PD0506.The modeled gravity was interpolated from observed gravity values.
 PD0506
 PD0506;                    North         East    Units  Estimated Accuracy
 PD0506;SPC ME E     -   124,830.      417,300.      MT  (+/- 180 meters Scaled)
 PD0506
 PD0506                          SUPERSEDED SURVEY CONTROL
 PD0506
 PD0506.No superseded survey control is available for this station.
 PD0506
 PD0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK568604(NAD 83)
 PD0506_MARKER: DB = BENCH MARK DISK
 PD0506_SETTING: 66 = SET IN ROCK OUTCROP
 PD0506_SP_SET: LEDGE
 PD0506_STAMPING: K 198 1978
 PD0506_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0506+STABILITY: POSITION/ELEVATION WELL
 PD0506
 PD0506  HISTORY     - Date     Condition        Report By
 PD0506  HISTORY     - 1978     MONUMENTED       NGS
 PD0506
 PD0506                          STATION DESCRIPTION
 PD0506
 PD0506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PD0506'3.6 MI SW FROM SOUTH LUBEC.
 PD0506'3.6 MILES SOUTHWEST ALONG SOUTH TRESCOTT ROAD FROM THE CHRISTIAN
 PD0506'TEMPLE CHURCH AT SOUTH LUBEC, 0.05 MILE SOUTHWEST OF THE CREST OF
 PD0506'A HILL, OPPOSITE AND NORTHWEST OF THE SOUTHWEST END OF THE SOUTH-
 PD0506'EAST ROCK CUT, 23.0 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 PD0506'13.0 FEET NORTHEAST OF A 4-INCH CEDAR TREE, IN THE TOP OF THE
 PD0506'NORTHEAST END OF A 10 BY 5-FT. LEDGE, 1-FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1452 ***********************************************************************
 PE1452  DESIGNATION -  K 2
 PE1452  PID         -  PE1452
 PE1452  STATE/COUNTY-  ME/SOMERSET
 PE1452  USGS QUAD   -  FAIRFIELD (1988)
 PE1452
 PE1452                         *CURRENT SURVEY CONTROL
 PE1452  ___________________________________________________________________
 PE1452* NAD 83(1986)-  44 35 17.     (N)    069 35 57.     (W)     SCALED    
 PE1452* NAVD 88     -        43.026  (meters)     141.16   (feet)  ADJUSTED  
 PE1452  ___________________________________________________________________
 PE1452  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 PE1452  DYNAMIC HT  -          43.024 (meters)     141.15  (feet)  COMP
 PE1452  MODELED GRAV-     980,564.2   (mgal)                       NAVD 88
 PE1452  OBS GRAVITY -     980,563.9   (mgal)                       GRAV_OBS
 PE1452
 PE1452  VERT ORDER  -  FIRST     CLASS I
 PE1452
 PE1452.The horizontal coordinates were scaled from a topographic map and have
 PE1452.an estimated accuracy of +/- 6 seconds.
 PE1452
 PE1452.The orthometric height was determined by differential leveling
 PE1452.and adjusted by the National Geodetic Survey in June 1991..
 PE1452.WARNING-Repeat measurements at this control monument indicate possible
 PE1452.vertical movement.
 PE1452
 PE1452.The geoid height was determined by GEOID03.
 PE1452
 PE1452.The dynamic height is computed by dividing the NAVD 88
 PE1452.geopotential number by the normal gravity value computed on the
 PE1452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1452.degrees latitude (g = 980.6199 gals.).
 PE1452
 PE1452.The modeled gravity was interpolated from observed gravity values.
 PE1452.The observed gravity was obtained from relative gravimeter ties
 PE1452.to the IGSN71 gravity network.
 PE1452
 PE1452;                    North         East    Units  Estimated Accuracy
 PE1452;SPC ME W     -   195,110.      945,060.      MT  (+/- 180 meters Scaled)
 PE1452
 PE1452                          SUPERSEDED SURVEY CONTROL
 PE1452
 PE1452  NGVD 29 (??/??/92)   43.227  (m)          141.82   (f) ADJ UNCH    1 1
 PE1452
 PE1452.Superseded values are not recommended for survey control.
 PE1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1452.See file dsdata.txt to determine how the superseded data were derived.
 PE1452
 PE1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK524373(NAD 83)
 PE1452_MARKER: DD = SURVEY DISK
 PE1452_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE1452_SP_SET: FLAGPOLE CONCRETE BASE
 PE1452_STAMPING: K 2 1923 ME 141.620
 PE1452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE1452
 PE1452  HISTORY     - Date     Condition        Report By
 PE1452  HISTORY     - 1923     MONUMENTED       USGS
 PE1452  HISTORY     - 1966     GOOD             NGS
 PE1452  HISTORY     - 20060811 GOOD             USPSQD
 PE1452
 PE1452                          STATION DESCRIPTION
 PE1452
 PE1452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE1452'AT FAIRFIELD.
 PE1452'AT FAIRFIELD, IN THE TOP OF THE CONCRETE BASE OF THE FLAGPOLE
 PE1452'IN THE PARK OPPOSITE THE LAWRENCE HIGH SCHOOL, 84.0 FEET
 PE1452'NORTH OF THE CENTER LINE OF LAWRENCE AVENUE, 154 FEET EAST OF
 PE1452'THE CENTER LINE OF HIGH STREET, 156 FEET WEST OF THE CENTER
 PE1452'LINE OF PARK STREET, 2.0 FEET SOUTHWEST OF THE NORTHEAST
 PE1452'CORNER OF THE BASE, AND ABOUT 0.6 FOOT ABOVE THE LEVEL OF THE
 PE1452'GROUND.  NOTE-- THE BASE OF THE FLAGPOLE SHOWS SIGNS OF CRACKING
 PE1452'WITH ONE LARGE CRACK AT THE PRESENT TIME.  BENCH MARK A 128
 PE1452'1958, 0.2 MILE NORTH OF THIS MARK.
 PE1452
 PE1452                          STATION RECOVERY (2006)
 PE1452
 PE1452'RECOVERY NOTE BY US POWER SQUADRON 2006 (AMW)
 PE1452'WHILE THE OLD SCHOOL NAME IS IN STONE AT THE TOP OF THE BUILDING, IT
 PE1452'IS NOW THE FAIRFIELD PRIMARY SCHOOL. THE MARK IS COVERED BY SIX INCHES
 PE1452'OF LAWN. IT'S LOCATED 4.5 FT. FROM THE SIDEWALK/PARKING LOT PAVING
 PE1452'DIRECTLY BEHIND THE FLAGPOLE AND LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0261 ***********************************************************************
 PE0261  DESIGNATION -  K 2
 PE0261  PID         -  PE0261
 PE0261  STATE/COUNTY-  ME/HANCOCK
 PE0261  USGS QUAD   -  SALSBURY COVE (1981)
 PE0261
 PE0261                         *CURRENT SURVEY CONTROL
 PE0261  ___________________________________________________________________
 PE0261* NAD 83(1986)-  44 27 49.     (N)    068 21 42.     (W)     SCALED    
 PE0261* NAVD 88     -        16.999  (meters)      55.77   (feet)  ADJUSTED  
 PE0261  ___________________________________________________________________
 PE0261  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 PE0261  DYNAMIC HT  -          16.998 (meters)      55.77  (feet)  COMP
 PE0261  MODELED GRAV-     980,566.6   (mgal)                       NAVD 88
 PE0261
 PE0261  VERT ORDER  -  SECOND    CLASS 0
 PE0261
 PE0261.The horizontal coordinates were scaled from a topographic map and have
 PE0261.an estimated accuracy of +/- 6 seconds.
 PE0261
 PE0261.The orthometric height was determined by differential leveling
 PE0261.and adjusted by the National Geodetic Survey in June 1991..
 PE0261
 PE0261.The geoid height was determined by GEOID03.
 PE0261
 PE0261.The dynamic height is computed by dividing the NAVD 88
 PE0261.geopotential number by the normal gravity value computed on the
 PE0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0261.degrees latitude (g = 980.6199 gals.).
 PE0261
 PE0261.The modeled gravity was interpolated from observed gravity values.
 PE0261
 PE0261;                    North         East    Units  Estimated Accuracy
 PE0261;SPC ME E     -    88,550.      311,010.      MT  (+/- 180 meters Scaled)
 PE0261
 PE0261                          SUPERSEDED SURVEY CONTROL
 PE0261
 PE0261  NGVD 29 (??/??/92)   17.192  (m)           56.40   (f) ADJ UNCH    2 0
 PE0261
 PE0261.Superseded values are not recommended for survey control.
 PE0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0261.See file dsdata.txt to determine how the superseded data were derived.
 PE0261
 PE0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK507235(NAD 83)
 PE0261_MARKER: DD = SURVEY DISK
 PE0261_SETTING: 66 = SET IN ROCK OUTCROP
 PE0261_SP_SET: ROCK OUTCROP
 PE0261_STAMPING: 56 K 2 1934
 PE0261_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0261+STABILITY: POSITION/ELEVATION WELL
 PE0261
 PE0261  HISTORY     - Date     Condition        Report By
 PE0261  HISTORY     - 1934     MONUMENTED       USGS
 PE0261  HISTORY     - 1965     GOOD             NGS
 PE0261
 PE0261                          STATION DESCRIPTION
 PE0261
 PE0261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 PE0261'6.7 MI S FROM ELLSWORTH.
 PE0261'1.3 MILES EAST AND SOUTH FROM THE ELLSWORTH POST OFFICE ON
 PE0261'U.S. HIGHWAY 1, AND STATE HIGHWAY 3 TO THE TRIANGLE, THENCE
 PE0261'SOUTH ON STATE HIGHWAY 3 FOR 5.45 MILES TO THE GREEN MOTH
 PE0261'SERVICE STATION ON THE LEFT AND THE MARK BEYOND.  IT IS 0.55
 PE0261'MILE SOUTH OF THE ELLSWORTH DRIVE IN THEATRE, 0.05 MILE SOUTH OF
 PE0261'THE GREEN MOTH, 87 FEET EAST OF THE EAST EDGE OF THE HIGHWAY AND
 PE0261'27 FEET SOUTH OF THE SOUTH BANK OF A SMALL BROOK, SET IN A DRILL
 PE0261'HOLE IN THE TOP OF A ROCK OUTCROP 2 FEET ABOVE THE GROUND, IN A
 PE0261'THICK GROWTH OF ALDERS.  IT IS ABOUT 50 FEET NORTH OF OPEN
 PE0261'PASTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0960 ***********************************************************************
 QG0960  DESIGNATION -  K 2
 QG0960  PID         -  QG0960
 QG0960  STATE/COUNTY-  ME/PISCATAQUIS
 QG0960  USGS QUAD   -  HARDY POND (1988)
 QG0960
 QG0960                         *CURRENT SURVEY CONTROL
 QG0960  ___________________________________________________________________
 QG0960* NAD 83(1986)-  45 19 17.     (N)    068 51 56.     (W)     SCALED    
 QG0960* NAVD 88     -       107.190  (meters)     351.67   (feet)  ADJUSTED  
 QG0960  ___________________________________________________________________
 QG0960  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 QG0960  DYNAMIC HT  -         107.189 (meters)     351.67  (feet)  COMP
 QG0960  MODELED GRAV-     980,607.4   (mgal)                       NAVD 88
 QG0960
 QG0960  VERT ORDER  -  FIRST     CLASS II
 QG0960
 QG0960.The horizontal coordinates were scaled from a topographic map and have
 QG0960.an estimated accuracy of +/- 6 seconds.
 QG0960
 QG0960.The orthometric height was determined by differential leveling
 QG0960.and adjusted by the National Geodetic Survey in June 1991..
 QG0960.WARNING-Repeat measurements at this control monument indicate possible
 QG0960.vertical movement.
 QG0960
 QG0960.The geoid height was determined by GEOID03.
 QG0960
 QG0960.The dynamic height is computed by dividing the NAVD 88
 QG0960.geopotential number by the normal gravity value computed on the
 QG0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0960.degrees latitude (g = 980.6199 gals.).
 QG0960
 QG0960.The modeled gravity was interpolated from observed gravity values.
 QG0960
 QG0960;                    North         East    Units  Estimated Accuracy
 QG0960;SPC ME E     -   183,920.      271,340.      MT  (+/- 180 meters Scaled)
 QG0960
 QG0960                          SUPERSEDED SURVEY CONTROL
 QG0960
 QG0960  NGVD 29 (??/??/92)  107.367  (m)          352.25   (f) ADJ UNCH    1 2
 QG0960
 QG0960.Superseded values are not recommended for survey control.
 QG0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0960.See file dsdata.txt to determine how the superseded data were derived.
 QG0960
 QG0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL105186(NAD 83)
 QG0960_MARKER: DB = BENCH MARK DISK
 QG0960_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QG0960_SP_SET: CULVERT
 QG0960_STAMPING: K 2 1916 ELEV 352.886 FT
 QG0960_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG0960
 QG0960  HISTORY     - Date     Condition        Report By
 QG0960  HISTORY     - 1916     MONUMENTED       CGS
 QG0960  HISTORY     - 1953     POOR             NGS
 QG0960  HISTORY     - 1978     GOOD             DOD
 QG0960
 QG0960                          STATION DESCRIPTION
 QG0960
 QG0960'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 QG0960'1.6 MI E FROM ADAMS.
 QG0960'1.65 MILES EAST ALONG THE CANADIAN PACIFIC RAILWAY FROM THE
 QG0960'JUNCTION OF THE BANGOR AND AROOSTOOK RAILROAD AT ADAMS, 23
 QG0960'TELEPHONE POLES EAST OF MILE POST 93, BETWEEN TELEPHONE POLES
 QG0960'3951 AND 3952, IN THE TOP OF THE WEST END OF NORTH CONCRETE
 QG0960'HEAD WALL OF A 40-INCH PIPE CULVERT NO. 92-42, 13 1/2 FEET
 QG0960'NORTH OF NORTH RAIL, AND ABOUT 4 1/2 FEET BELOW TOP OF RAIL.
 QG0960'NOTE-- MARK IS SET IN A HEADWALL OF PIPE CULVERT AND IS OBVIOUSLY
 QG0960'NO GOOD AS THERE IS NO FOUNDATION.
 QG0960
 QG0960                          STATION RECOVERY (1978)
 QG0960
 QG0960'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 QG0960'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0188 ***********************************************************************
 QF0188  DESIGNATION -  K 20 RESET 1973
 QF0188  PID         -  QF0188
 QF0188  STATE/COUNTY-  ME/WASHINGTON
 QF0188  USGS QUAD   -  BROOKTON (1988)
 QF0188
 QF0188                         *CURRENT SURVEY CONTROL
 QF0188  ___________________________________________________________________
 QF0188* NAD 83(1986)-  45 36 18.     (N)    067 48 17.     (W)     SCALED    
 QF0188* NAVD 88     -       122.339  (meters)     401.37   (feet)  ADJUSTED  
 QF0188  ___________________________________________________________________
 QF0188  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 QF0188  DYNAMIC HT  -         122.340 (meters)     401.38  (feet)  COMP
 QF0188  MODELED GRAV-     980,622.4   (mgal)                       NAVD 88
 QF0188
 QF0188  VERT ORDER  -  FIRST     CLASS II
 QF0188
 QF0188.The horizontal coordinates were scaled from a topographic map and have
 QF0188.an estimated accuracy of +/- 6 seconds.
 QF0188
 QF0188.The orthometric height was determined by differential leveling
 QF0188.and adjusted by the National Geodetic Survey in June 1991..
 QF0188
 QF0188.The geoid height was determined by GEOID03.
 QF0188
 QF0188.The dynamic height is computed by dividing the NAVD 88
 QF0188.geopotential number by the normal gravity value computed on the
 QF0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0188.degrees latitude (g = 980.6199 gals.).
 QF0188
 QF0188.The modeled gravity was interpolated from observed gravity values.
 QF0188
 QF0188;                    North         East    Units  Estimated Accuracy
 QF0188;SPC ME E     -   215,610.      354,240.      MT  (+/- 180 meters Scaled)
 QF0188
 QF0188                          SUPERSEDED SURVEY CONTROL
 QF0188
 QF0188.No superseded survey control is available for this station.
 QF0188
 QF0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL932508(NAD 83)
 QF0188_MARKER: DB = BENCH MARK DISK
 QF0188_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QF0188_SP_SET: CULVERT
 QF0188_STAMPING: K 20 RESET 1973
 QF0188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QF0188
 QF0188  HISTORY     - Date     Condition        Report By
 QF0188  HISTORY     - 1973     MONUMENTED       MEDT
 QF0188  HISTORY     - 1978     GOOD             NGS
 QF0188
 QF0188                          STATION DESCRIPTION
 QF0188
 QF0188'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1973
 QF0188'AT EATON.
 QF0188'AT EATON, WASHINGTON COUNTY, ON U.S. HIGHWAY 1 AT THE CROSSING OF
 QF0188'THE MAINE CENTRAL RAILROAD, 70 YARDS NORTHWEST OF THE NORTHWEST
 QF0188'CORNER OF THE STATION, 34 YARDS WEST OF THE M.C.R.R. TRACK,
 QF0188'27.3 FEET SOUTHWEST OF HIGHWAY CENTER LINE, A STANDARD DISK SET
 QF0188'IN THE CENTER OF A CONCRETE HEADWALL OF TWIN STRUCTURAL STEEL
 QF0188'CULVERTS IN CROOKED BROOK.
 QF0188
 QF0188                          STATION RECOVERY (1978)
 QF0188
 QF0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QF0188'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0314 ***********************************************************************
 QF0314  DESIGNATION -  K 200
 QF0314  PID         -  QF0314
 QF0314  STATE/COUNTY-  ME/WASHINGTON
 QF0314  USGS QUAD   -  DEVILS HEAD (1977)
 QF0314
 QF0314                         *CURRENT SURVEY CONTROL
 QF0314  ___________________________________________________________________
 QF0314* NAD 83(1986)-  45 08 36.     (N)    067 09 54.     (W)     SCALED    
 QF0314* NAVD 88     -        53.924  (meters)     176.92   (feet)  ADJUSTED  
 QF0314  ___________________________________________________________________
 QF0314  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 QF0314  DYNAMIC HT  -          53.924 (meters)     176.92  (feet)  COMP
 QF0314  MODELED GRAV-     980,627.7   (mgal)                       NAVD 88
 QF0314
 QF0314  VERT ORDER  -  FIRST     CLASS II
 QF0314
 QF0314.The horizontal coordinates were scaled from a topographic map and have
 QF0314.an estimated accuracy of +/- 6 seconds.
 QF0314
 QF0314.The orthometric height was determined by differential leveling
 QF0314.and adjusted by the National Geodetic Survey in June 1991..
 QF0314
 QF0314.The geoid height was determined by GEOID03.
 QF0314
 QF0314.The dynamic height is computed by dividing the NAVD 88
 QF0314.geopotential number by the normal gravity value computed on the
 QF0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0314.degrees latitude (g = 980.6199 gals.).
 QF0314
 QF0314.The modeled gravity was interpolated from observed gravity values.
 QF0314
 QF0314;                    North         East    Units  Estimated Accuracy
 QF0314;SPC ME E     -   164,940.      404,990.      MT  (+/- 180 meters Scaled)
 QF0314
 QF0314                          SUPERSEDED SURVEY CONTROL
 QF0314
 QF0314.No superseded survey control is available for this station.
 QF0314
 QF0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL442005(NAD 83)
 QF0314_MARKER: DB = BENCH MARK DISK
 QF0314_SETTING: 66 = SET IN ROCK OUTCROP
 QF0314_SP_SET: ROCK CUT
 QF0314_STAMPING: K 200 1978
 QF0314_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0314+STABILITY: POSITION/ELEVATION WELL
 QF0314
 QF0314  HISTORY     - Date     Condition        Report By
 QF0314  HISTORY     - 1978     MONUMENTED       NGS
 QF0314
 QF0314                          STATION DESCRIPTION
 QF0314
 QF0314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0314'1.8 MI NW FROM RED BEACH.
 QF0314'1.8 MILES NORTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT RED
 QF0314'BEACH, 49.0 FT. EAST OF THE CENTER LINE OF THE HIGHWAY, 98.2 FT.
 QF0314'NORTHEAST OF AND ACROSS THE HIGHWAY FROM POWER POLE 164.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI8329 ***********************************************************************
 AI8329  DESIGNATION -  K 206
 AI8329  PID         -  AI8329
 AI8329  STATE/COUNTY-  ME/HANCOCK
 AI8329  USGS QUAD   -  PENOBSCOT (1981)
 AI8329
 AI8329                         *CURRENT SURVEY CONTROL
 AI8329  ___________________________________________________________________
 AI8329* NAD 83(1986)-  44 26 03.     (N)    068 37 52.     (W)     SCALED    
 AI8329* NAVD 88     -        83.646  (meters)     274.43   (feet)  ADJUSTED  
 AI8329  ___________________________________________________________________
 AI8329  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 AI8329  DYNAMIC HT  -          83.639 (meters)     274.41  (feet)  COMP
 AI8329  MODELED GRAV-     980,537.7   (mgal)                       NAVD 88
 AI8329
 AI8329  VERT ORDER  -  SECOND    CLASS I
 AI8329
 AI8329.The horizontal coordinates were scaled from a topographic map and have
 AI8329.an estimated accuracy of +/- 6 seconds.
 AI8329
 AI8329.The orthometric height was determined by differential leveling
 AI8329.and adjusted by the National Geodetic Survey in July 2002..
 AI8329
 AI8329.The geoid height was determined by GEOID03.
 AI8329
 AI8329.The dynamic height is computed by dividing the NAVD 88
 AI8329.geopotential number by the normal gravity value computed on the
 AI8329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8329.degrees latitude (g = 980.6199 gals.).
 AI8329
 AI8329.The modeled gravity was interpolated from observed gravity values.
 AI8329
 AI8329;                    North         East    Units  Estimated Accuracy
 AI8329;SPC ME E     -    85,280.      289,560.      MT  (+/- 180 meters Scaled)
 AI8329
 AI8329                          SUPERSEDED SURVEY CONTROL
 AI8329
 AI8329.No superseded survey control is available for this station.
 AI8329
 AI8329_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK293201(NAD 83)
 AI8329_MARKER: DV = VERTICAL CONTROL DISK
 AI8329_SETTING: 66 = SET IN ROCK OUTCROP
 AI8329_STAMPING: K 206 2000
 AI8329_MARK LOGO: NGS   
 AI8329_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8329_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI8329_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI8329+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AI8329
 AI8329  HISTORY     - Date     Condition        Report By
 AI8329  HISTORY     - 2000     MONUMENTED       NGS
 AI8329
 AI8329                          STATION DESCRIPTION
 AI8329
 AI8329'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 AI8329'0.3 KM (0.20 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 176 FROM THE POST
 AI8329'OFFICE IN BLUE HILL, THENCE 4.5 KM (2.80 MI) WESTERLY ALONG STATE
 AI8329'HIGHWAY 177, NEAR THE CENTER OF A 3 BY 4-FOOT EXPOSED ROCK OUTCROP,
 AI8329'51.2 M (168.0 FT) SOUTH OF THE EXTENDED CENTER OF A GRAVELED ROAD,
 AI8329'39.5 M (129.6 FT) NORTH OF UTILITY POLE NUMBER 866 17 WITH 2 GUY
 AI8329'CABLES, 8.0 M (26.2 FT) WEST OF THE HIGHWAY CENTERLINE, 0.4 M (1.3 FT)
 AI8329'EAST OF A WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 AI8329'HIGHWAY.  NOTE--THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0016 ***********************************************************************
 RE0016  DESIGNATION -  K 21
 RE0016  PID         -  RE0016
 RE0016  STATE/COUNTY-  ME/AROOSTOOK
 RE0016  USGS QUAD   -  MONTICELLO (1984)
 RE0016
 RE0016                         *CURRENT SURVEY CONTROL
 RE0016  ___________________________________________________________________
 RE0016* NAD 83(1986)-  46 16 18.     (N)    067 50 28.     (W)     SCALED    
 RE0016* NAVD 88     -       148.458  (meters)     487.07   (feet)  ADJUSTED  
 RE0016  ___________________________________________________________________
 RE0016  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 RE0016  DYNAMIC HT  -         148.467 (meters)     487.10  (feet)  COMP
 RE0016  MODELED GRAV-     980,669.9   (mgal)                       NAVD 88
 RE0016
 RE0016  VERT ORDER  -  SECOND    CLASS 0
 RE0016
 RE0016.The horizontal coordinates were scaled from a topographic map and have
 RE0016.an estimated accuracy of +/- 6 seconds.
 RE0016
 RE0016.The orthometric height was determined by differential leveling
 RE0016.and adjusted by the National Geodetic Survey in June 1991..
 RE0016
 RE0016.The geoid height was determined by GEOID03.
 RE0016
 RE0016.The dynamic height is computed by dividing the NAVD 88
 RE0016.geopotential number by the normal gravity value computed on the
 RE0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0016.degrees latitude (g = 980.6199 gals.).
 RE0016
 RE0016.The modeled gravity was interpolated from observed gravity values.
 RE0016
 RE0016;                    North         East    Units  Estimated Accuracy
 RE0016;SPC ME E     -   289,680.      350,780.      MT  (+/- 180 meters Scaled)
 RE0016
 RE0016                          SUPERSEDED SURVEY CONTROL
 RE0016
 RE0016  NGVD 29 (??/??/92)  148.648  (m)          487.69   (f) ADJ UNCH    2 0
 RE0016
 RE0016.Superseded values are not recommended for survey control.
 RE0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0016.See file dsdata.txt to determine how the superseded data were derived.
 RE0016
 RE0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM892248(NAD 83)
 RE0016_MARKER: DB = BENCH MARK DISK
 RE0016_SETTING: 80 = SET IN A BOULDER
 RE0016_SP_SET: BOULDER
 RE0016_STAMPING: K 21 1933
 RE0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RE0016+STABILITY: SURFACE MOTION
 RE0016
 RE0016  HISTORY     - Date     Condition        Report By
 RE0016  HISTORY     - 1933     MONUMENTED       CGS
 RE0016  HISTORY     - 1951     GOOD             NGS
 RE0016
 RE0016                          STATION DESCRIPTION
 RE0016
 RE0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 RE0016'2 MI S FROM MONTICELLO.
 RE0016'2.0 MILES SOUTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 RE0016'MONTICELLO, AROOSTOOK COUNTY, ABOUT 200 FEET NORTH OF THE CROSSING
 RE0016'OF U.S. HIGHWAY 1, IN FRONT OF THE W.O. BRIGGS RESIDENCE, 30
 RE0016'FEET WEST OF THE CENTERLINE OF THE TRACK, 12 FEET EAST OF THE
 RE0016'CENTERLINE OF THE HIGHWAY, IN THE TOP OF A SMALL BOULDER, AND
 RE0016'LEVEL WITH THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED K 21
 RE0016'1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0281 ***********************************************************************
 PE0281  TIDAL BM    -  This is a Tidal Bench Mark.
 PE0281  DESIGNATION -  K 22
 PE0281  PID         -  PE0281
 PE0281  STATE/COUNTY-  ME/HANCOCK
 PE0281  USGS QUAD   -  BAR HARBOR (1982)
 PE0281
 PE0281                         *CURRENT SURVEY CONTROL
 PE0281  ___________________________________________________________________
 PE0281* NAD 83(1986)-  44 23 19.     (N)    068 12 17.     (W)     SCALED    
 PE0281* NAVD 88     -        16.305  (meters)      53.49   (feet)  ADJUSTED  
 PE0281  ___________________________________________________________________
 PE0281  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 PE0281  DYNAMIC HT  -          16.305 (meters)      53.49  (feet)  COMP
 PE0281  MODELED GRAV-     980,572.6   (mgal)                       NAVD 88
 PE0281
 PE0281  VERT ORDER  -  SECOND    CLASS 0
 PE0281
 PE0281.The horizontal coordinates were scaled from a topographic map and have
 PE0281.an estimated accuracy of +/- 6 seconds.
 PE0281
 PE0281.The orthometric height was determined by differential leveling
 PE0281.and adjusted by the National Geodetic Survey in June 1991..
 PE0281
 PE0281.This Tidal Bench Mark is designated as VM 163
 PE0281.by the Center for Operational Oceanographic Products and Services.
 PE0281
 PE0281.The geoid height was determined by GEOID03.
 PE0281
 PE0281.The dynamic height is computed by dividing the NAVD 88
 PE0281.geopotential number by the normal gravity value computed on the
 PE0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0281.degrees latitude (g = 980.6199 gals.).
 PE0281
 PE0281.The modeled gravity was interpolated from observed gravity values.
 PE0281
 PE0281;                    North         East    Units  Estimated Accuracy
 PE0281;SPC ME E     -    80,250.      323,530.      MT  (+/- 180 meters Scaled)
 PE0281
 PE0281                          SUPERSEDED SURVEY CONTROL
 PE0281
 PE0281  NGVD 29 (??/??/92)   16.497  (m)           54.12   (f) ADJ UNCH    2 0
 PE0281
 PE0281.Superseded values are not recommended for survey control.
 PE0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0281.See file dsdata.txt to determine how the superseded data were derived.
 PE0281
 PE0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK633153(NAD 83)
 PE0281_MARKER: DB = BENCH MARK DISK
 PE0281_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE0281_SP_SET: FOUNDATION
 PE0281_STAMPING: K 22 1934 54
 PE0281_MARK LOGO: USGS  
 PE0281_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE0281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0281_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PE0281+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2006
 PE0281
 PE0281  HISTORY     - Date     Condition        Report By
 PE0281  HISTORY     - 1934     MONUMENTED       USGS
 PE0281  HISTORY     - 1962     GOOD             CGS
 PE0281  HISTORY     - 1989     GOOD             USPSQD
 PE0281  HISTORY     - 20001019 GOOD             NGS
 PE0281  HISTORY     - 20050509 GOOD             GEOCAC
 PE0281  HISTORY     - 20060531 GOOD             GEOCAC
 PE0281
 PE0281                          STATION DESCRIPTION
 PE0281
 PE0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PE0281'AT BAR HARBOR.
 PE0281'SET IN A DRILL HOLE IN THE TOP OF THE GRANITE FOUNDATION OF THE
 PE0281'POST OFFICE BUILDING, 6.5 FEET WEST OF THE SOUTHEAST CORNER OF
 PE0281'THE BUILDING, 0.5 FOOT SOUTH OF THE SOUTH FACE OF THE BUILDING
 PE0281'AND 3.5 FEET ABOVE THE GROUND.
 PE0281
 PE0281                          STATION RECOVERY (1989)
 PE0281
 PE0281'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELG)
 PE0281'RECOVERED IN GOOD CONDITION.
 PE0281
 PE0281                          STATION RECOVERY (2000)
 PE0281
 PE0281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 PE0281'IN BAR HARBOR, IN TOP OF AND 2.0 M (6.6 FT) WEST OF THE SOUTHEAST
 PE0281'CORNER OF THE GRANITE FOUNDATION WALL OF THE POST OFFICE AT 55 COTTAGE
 PE0281'STREET, 13.8 M (45.3 FT) NORTH OF THE CENTER OF THE STREET, 9.3 M
 PE0281'(30.5 FT) EAST OF THE ENTRANCE ON THE SOUTH SIDE OF THE BUILDING, AND
 PE0281'1.6 M (5.2 FT) ABOVE THE LEVEL OF THE STREET. NOTE--THE MARK IS ON
 PE0281'PROPERTY OWNED BY THE U.S. GOVERNMENT.
 PE0281
 PE0281                          STATION RECOVERY (2005)
 PE0281
 PE0281'RECOVERY NOTE BY GEOCACHING 2005
 PE0281'RECOVERED IN GOOD CONDITION.
 PE0281
 PE0281                          STATION RECOVERY (2006)
 PE0281
 PE0281'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 PE0281'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0020 ***********************************************************************
 RF0020  DESIGNATION -  K 22
 RF0020  PID         -  RF0020
 RF0020  STATE/COUNTY-  ME/AROOSTOOK
 RF0020  USGS QUAD   -  NEW SWEDEN (1978)
 RF0020
 RF0020                         *CURRENT SURVEY CONTROL
 RF0020  ___________________________________________________________________
 RF0020* NAD 83(1986)-  46 53 53.     (N)    068 00 58.     (W)     SCALED    
 RF0020* NAVD 88     -       151.127  (meters)     495.82   (feet)  ADJUSTED  
 RF0020  ___________________________________________________________________
 RF0020  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 RF0020  DYNAMIC HT  -         151.144 (meters)     495.88  (feet)  COMP
 RF0020  MODELED GRAV-     980,727.9   (mgal)                       NAVD 88
 RF0020
 RF0020  VERT ORDER  -  SECOND    CLASS 0
 RF0020
 RF0020.The horizontal coordinates were scaled from a topographic map and have
 RF0020.an estimated accuracy of +/- 6 seconds.
 RF0020
 RF0020.The orthometric height was determined by differential leveling
 RF0020.and adjusted by the National Geodetic Survey in June 1991..
 RF0020
 RF0020.The geoid height was determined by GEOID03.
 RF0020
 RF0020.The dynamic height is computed by dividing the NAVD 88
 RF0020.geopotential number by the normal gravity value computed on the
 RF0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0020.degrees latitude (g = 980.6199 gals.).
 RF0020
 RF0020.The modeled gravity was interpolated from observed gravity values.
 RF0020
 RF0020;                    North         East    Units  Estimated Accuracy
 RF0020;SPC ME E     -   359,210.      336,870.      MT  (+/- 180 meters Scaled)
 RF0020
 RF0020                          SUPERSEDED SURVEY CONTROL
 RF0020
 RF0020  NGVD 29 (??/??/92)  151.306  (m)          496.41   (f) ADJ UNCH    2 0
 RF0020
 RF0020.Superseded values are not recommended for survey control.
 RF0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0020.See file dsdata.txt to determine how the superseded data were derived.
 RF0020
 RF0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM749943(NAD 83)
 RF0020_MARKER: DB = BENCH MARK DISK
 RF0020_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RF0020_SP_SET: CULVERT
 RF0020_STAMPING: K 22 1933
 RF0020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RF0020
 RF0020  HISTORY     - Date     Condition        Report By
 RF0020  HISTORY     - 1933     MONUMENTED       CGS
 RF0020  HISTORY     - 1953     MARK NOT FOUND   NGS
 RF0020
 RF0020                          STATION DESCRIPTION
 RF0020
 RF0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 RF0020'3.5 MI N FROM CARIBOU.
 RF0020'3.5 MILES NORTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 RF0020'CARIBOU, AROOSTOOK COUNTY, AT BARRETTS SIDING, 0.05 MILE SOUTH
 RF0020'OF MILEPOST 230, 135 YARDS WEST OF THE MICHAUD STORE, 75 YARDS
 RF0020'EAST OF A LARGE FRAME HOUSE, 65 YARDS WEST OF THE CROSSING OF
 RF0020'U.S. HIGHWAY 1, IN THE TOP OF THE EAST END OF THE NORTH HEADWALL
 RF0020'OF A CONCRETE CULVERT, 5 YARDS NORTH OF THE CENTERLINE OF THE
 RF0020'HIGHWAY, AND ABOUT ONE FOOT HIGHER THAN THE TRACK.  A STANDARD
 RF0020'DISK, STAMPED K 22 1933.
 RF0020
 RF0020                          STATION RECOVERY (1953)
 RF0020
 RF0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 RF0020'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0279 ***********************************************************************
 PE0279  DESIGNATION -  K 23
 PE0279  PID         -  PE0279
 PE0279  STATE/COUNTY-  ME/HANCOCK
 PE0279  USGS QUAD   -  BAR HARBOR (1982)
 PE0279
 PE0279                         *CURRENT SURVEY CONTROL
 PE0279  ___________________________________________________________________
 PE0279* NAD 83(1986)-  44 22 44.     (N)    068 13 56.     (W)     SCALED    
 PE0279* NAVD 88     -       114.277  (meters)     374.92   (feet)  ADJUSTED  
 PE0279  ___________________________________________________________________
 PE0279  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 PE0279  DYNAMIC HT  -         114.270 (meters)     374.90  (feet)  COMP
 PE0279  MODELED GRAV-     980,553.7   (mgal)                       NAVD 88
 PE0279
 PE0279  VERT ORDER  -  SECOND    CLASS 0
 PE0279
 PE0279.The horizontal coordinates were scaled from a topographic map and have
 PE0279.an estimated accuracy of +/- 6 seconds.
 PE0279
 PE0279.The orthometric height was determined by differential leveling
 PE0279.and adjusted by the National Geodetic Survey in June 1991..
 PE0279
 PE0279.The geoid height was determined by GEOID03.
 PE0279
 PE0279.The dynamic height is computed by dividing the NAVD 88
 PE0279.geopotential number by the normal gravity value computed on the
 PE0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0279.degrees latitude (g = 980.6199 gals.).
 PE0279
 PE0279.The modeled gravity was interpolated from observed gravity values.
 PE0279
 PE0279;                    North         East    Units  Estimated Accuracy
 PE0279;SPC ME E     -    79,160.      321,340.      MT  (+/- 180 meters Scaled)
 PE0279
 PE0279                          SUPERSEDED SURVEY CONTROL
 PE0279
 PE0279  NGVD 29 (??/??/92)  114.470  (m)          375.56   (f) ADJ UNCH    2 0
 PE0279
 PE0279.Superseded values are not recommended for survey control.
 PE0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0279.See file dsdata.txt to determine how the superseded data were derived.
 PE0279
 PE0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK611142(NAD 83)
 PE0279_MARKER: DD = SURVEY DISK
 PE0279_SETTING: 66 = SET IN ROCK OUTCROP
 PE0279_SP_SET: ROCK OUTCROP
 PE0279_STAMPING: K 23 1934 375
 PE0279_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0279+STABILITY: POSITION/ELEVATION WELL
 PE0279_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PE0279+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2006
 PE0279
 PE0279  HISTORY     - Date     Condition        Report By
 PE0279  HISTORY     - 1934     MONUMENTED       USGS
 PE0279  HISTORY     - 1962     GOOD             NGS
 PE0279  HISTORY     - 20050613 GOOD             INDIV
 PE0279  HISTORY     - 20060602 GOOD             GEOCAC
 PE0279
 PE0279                          STATION DESCRIPTION
 PE0279
 PE0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PE0279'1.6 MI W FROM BAR HARBOR.
 PE0279'0.35 MILE WEST ALONG COTTAGE STREET FROM THE POST OFFICE AT
 PE0279'BAR HARBOR, THENCE 1.1 MILES SOUTH AND WEST ALONG STATE HIGHWAY
 PE0279'233, THENCE 0.15 MILE SOUTH ALONG AN OLD ROAD LEADING TO CADILLAC
 PE0279'MOUNTAIN, 0.15 MILE SOUTHWEST OF AN OVERHEAD OVERPASS, 76 FEET
 PE0279'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 68 YARDS SOUTHWEST
 PE0279'OF AN ABANDONED CROSS ROAD, SET IN THE TOP OF A ROCK OUTCROP
 PE0279'ABOUT FLUSH WITH THE GROUND AND ABOUT 12 FEET ABOVE THE LEVEL
 PE0279'OF THE ROAD.
 PE0279
 PE0279                          STATION RECOVERY (2005)
 PE0279
 PE0279'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JKM)
 PE0279'HANDHELD GPS WAAS-CORRECTED COORDINATES FOR THE STATION ARE 44 22
 PE0279'43.6(N) 068 13 57.1(W).
 PE0279
 PE0279                          STATION RECOVERY (2006)
 PE0279
 PE0279'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 PE0279'RECOVERED IN GOOD CONDITION.
 PE0279' 
 PE0279'THE DIRECTIONS SHOLD BE CHANGED AS FOLLOWS - PROCEED 1.1 MILES ALONG
 PE0279'STATE HIGHWAY 233 FROM ITS INTERSECTION WITH STATE HIGHWAY 3 IN BAR
 PE0279'HARBOR.  TAKE THE ENTRANCE RAMP ON THE RIGHT (NW) JUST BEFORE THE
 PE0279'HIGHWAY UNDERPASS AND TURN LEFT (SSW) ONTO THE ARCADIA NATIONAL PARK
 PE0279'ROAD.
 PE0279'PROCEED .15 MILES SOUTHWEST ALONG THE PARK ROAD FROM THE OVERPASS. THE
 PE0279'MARK IS 76 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 68 YARDS
 PE0279'SOUTHWEST OF A POWER LINE RIGHT-OF-WAY, SET IN THE TOP OF A ROCK
 PE0279'OUTCROP FLUSH WITH THE GROUND AND ABOUT 12 FEET ABOVE THE LEVEL OF THE
 PE0279'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0820 ***********************************************************************
 QG0820  DESIGNATION -  K 24
 QG0820  PID         -  QG0820
 QG0820  STATE/COUNTY-  ME/SOMERSET
 QG0820  USGS QUAD   -  MAHONEY HILL (1989)
 QG0820
 QG0820                         *CURRENT SURVEY CONTROL
 QG0820  ___________________________________________________________________
 QG0820* NAD 83(1986)-  45 06 51.     (N)    069 50 25.     (W)     SCALED    
 QG0820* NAVD 88     -       246.844  (meters)     809.85   (feet)  ADJUSTED  
 QG0820  ___________________________________________________________________
 QG0820  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 QG0820  DYNAMIC HT  -         246.822 (meters)     809.78  (feet)  COMP
 QG0820  MODELED GRAV-     980,524.9   (mgal)                       NAVD 88
 QG0820
 QG0820  VERT ORDER  -  SECOND    CLASS 0
 QG0820
 QG0820.The horizontal coordinates were scaled from a topographic map and have
 QG0820.an estimated accuracy of +/- 6 seconds.
 QG0820
 QG0820.The orthometric height was determined by differential leveling
 QG0820.and adjusted by the National Geodetic Survey in June 1991..
 QG0820
 QG0820.The geoid height was determined by GEOID03.
 QG0820
 QG0820.The dynamic height is computed by dividing the NAVD 88
 QG0820.geopotential number by the normal gravity value computed on the
 QG0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0820.degrees latitude (g = 980.6199 gals.).
 QG0820
 QG0820.The modeled gravity was interpolated from observed gravity values.
 QG0820
 QG0820;                    North         East    Units  Estimated Accuracy
 QG0820;SPC ME W     -   253,470.      925,680.      MT  (+/- 180 meters Scaled)
 QG0820
 QG0820                          SUPERSEDED SURVEY CONTROL
 QG0820
 QG0820  NGVD 29 (??/??/92)  246.996  (m)          810.35   (f) ADJ UNCH    2 0
 QG0820
 QG0820.Superseded values are not recommended for survey control.
 QG0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0820.See file dsdata.txt to determine how the superseded data were derived.
 QG0820
 QG0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK339959(NAD 83)
 QG0820_MARKER: DB = BENCH MARK DISK
 QG0820_SETTING: 80 = SET IN A BOULDER
 QG0820_SP_SET: BOULDER
 QG0820_STAMPING: 810.353 K 24 1933
 QG0820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0820+STABILITY: SURFACE MOTION
 QG0820
 QG0820  HISTORY     - Date     Condition        Report By
 QG0820  HISTORY     - 1933     MONUMENTED       CGS
 QG0820  HISTORY     - 1956     MARK NOT FOUND   USGS
 QG0820
 QG0820                          STATION DESCRIPTION
 QG0820
 QG0820'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 QG0820'4.7 MI N FROM BINGHAM HEIGHTS.
 QG0820'4.7 MILES NORTH ALONG THE OLD ROADBED OF THE ABANDONED MAINE
 QG0820'CENTAL RAILROAD FROM BINGHAM HEIGHTS, SOMERSET COUNTY, ABOUT
 QG0820'1/4 MILE NORTHEAST OF THE NORTHEAST END OF A TRESTLE, 8 YARDS
 QG0820'SOUTHEAST OF THE CENTER LINE OF THE ROADBED, IN THE TOP OF A
 QG0820'2- BY 4-FOOT BOULDER, AND ABOUT 1 FOOT HIGHER THAN THE ROADBED.
 QG0820'A STANDARD DISK, STAMPED 810.353 K 24 1933.  NOTE-- BELIEVED
 QG0820'MARK WAS DESTROYED WHEN ROAD WAS BULLDOZED AT THIS POINT.
 QG0820
 QG0820                          STATION RECOVERY (1956)
 QG0820
 QG0820'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 QG0820'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1514 ***********************************************************************
 PE1514  DESIGNATION -  K 25
 PE1514  PID         -  PE1514
 PE1514  STATE/COUNTY-  ME/KENNEBEC
 PE1514  USGS QUAD   -  WATERVILLE (1982)
 PE1514
 PE1514                         *CURRENT SURVEY CONTROL
 PE1514  ___________________________________________________________________
 PE1514* NAD 83(1986)-  44 35 10.     (N)    069 42 25.     (W)     SCALED    
 PE1514* NAVD 88     -        98.045  (meters)     321.67   (feet)  ADJUSTED  
 PE1514  ___________________________________________________________________
 PE1514  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 PE1514  DYNAMIC HT  -          98.037 (meters)     321.64  (feet)  COMP
 PE1514  MODELED GRAV-     980,538.5   (mgal)                       NAVD 88
 PE1514
 PE1514  VERT ORDER  -  SECOND    CLASS 0
 PE1514
 PE1514.The horizontal coordinates were scaled from a topographic map and have
 PE1514.an estimated accuracy of +/- 6 seconds.
 PE1514
 PE1514.The orthometric height was determined by differential leveling
 PE1514.and adjusted by the National Geodetic Survey in June 1991..
 PE1514
 PE1514.The geoid height was determined by GEOID03.
 PE1514
 PE1514.The dynamic height is computed by dividing the NAVD 88
 PE1514.geopotential number by the normal gravity value computed on the
 PE1514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1514.degrees latitude (g = 980.6199 gals.).
 PE1514
 PE1514.The modeled gravity was interpolated from observed gravity values.
 PE1514
 PE1514;                    North         East    Units  Estimated Accuracy
 PE1514;SPC ME W     -   194,840.      936,510.      MT  (+/- 180 meters Scaled)
 PE1514
 PE1514                          SUPERSEDED SURVEY CONTROL
 PE1514
 PE1514  NGVD 29 (??/??/92)   98.244  (m)          322.32   (f) ADJ UNCH    2 0
 PE1514
 PE1514.Superseded values are not recommended for survey control.
 PE1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1514.See file dsdata.txt to determine how the superseded data were derived.
 PE1514
 PE1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK438372(NAD 83)
 PE1514_MARKER: DB = BENCH MARK DISK
 PE1514_SETTING: 66 = SET IN ROCK OUTCROP
 PE1514_SP_SET: ROCK OUTCROP
 PE1514_STAMPING: 322.322 K 25 1933
 PE1514_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1514+STABILITY: POSITION/ELEVATION WELL
 PE1514
 PE1514  HISTORY     - Date     Condition        Report By
 PE1514  HISTORY     - 1933     MONUMENTED       CGS
 PE1514  HISTORY     - 1934     GOOD             NGS
 PE1514
 PE1514                          STATION DESCRIPTION
 PE1514
 PE1514'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PE1514'3.1 MI N FROM OAKLAND.
 PE1514'3.1 MILES NORTH ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE1514'STATION AT OAKLAND, KENNEBEC COUNTY, 18 RAILS NORTH OF MILEPOST
 PE1514'K 88, 4-1/2 RAILS NORTH OF A DIRT-ROAD CROSSING, 3 YARDS NORTH
 PE1514'OF THE SECOND POLE NORTH OF THE CROSSING, 8 YARDS EAST OF THE
 PE1514'CENTER LINE OF THE TRACK, IN THE TOP OF A 6-BY 3-FOOT ROCK
 PE1514'OUTCROP PROJECTING ABOUT 2 FEET ABOVE THE GROUND, AND ABOUT 2
 PE1514'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED 322.322 K
 PE1514'25 1933.
 PE1514
 PE1514                          STATION RECOVERY (1934)
 PE1514
 PE1514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PE1514'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0264 ***********************************************************************
 PF0264  DESIGNATION -  K 26
 PF0264  PID         -  PF0264
 PF0264  STATE/COUNTY-  ME/OXFORD
 PF0264  USGS QUAD   -  ROXBURY (1969)
 PF0264
 PF0264                         *CURRENT SURVEY CONTROL
 PF0264  ___________________________________________________________________
 PF0264* NAD 83(1986)-  44 39 29.     (N)    070 35 12.     (W)     SCALED    
 PF0264* NAVD 88     -       215.286  (meters)     706.32   (feet)  ADJUSTED  
 PF0264  ___________________________________________________________________
 PF0264  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 PF0264  DYNAMIC HT  -         215.259 (meters)     706.23  (feet)  COMP
 PF0264  MODELED GRAV-     980,490.1   (mgal)                       NAVD 88
 PF0264
 PF0264  VERT ORDER  -  SECOND    CLASS 0
 PF0264
 PF0264.The horizontal coordinates were scaled from a topographic map and have
 PF0264.an estimated accuracy of +/- 6 seconds.
 PF0264
 PF0264.The orthometric height was determined by differential leveling
 PF0264.and adjusted by the National Geodetic Survey in June 1991..
 PF0264
 PF0264.The geoid height was determined by GEOID03.
 PF0264
 PF0264.The dynamic height is computed by dividing the NAVD 88
 PF0264.geopotential number by the normal gravity value computed on the
 PF0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0264.degrees latitude (g = 980.6199 gals.).
 PF0264
 PF0264.The modeled gravity was interpolated from observed gravity values.
 PF0264
 PF0264;                    North         East    Units  Estimated Accuracy
 PF0264;SPC ME W     -   202,820.      866,690.      MT  (+/- 180 meters Scaled)
 PF0264
 PF0264                          SUPERSEDED SURVEY CONTROL
 PF0264
 PF0264  NGVD 29 (??/??/92)  215.420  (m)          706.76   (f) ADJ UNCH    2 0
 PF0264
 PF0264.Superseded values are not recommended for survey control.
 PF0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0264.See file dsdata.txt to determine how the superseded data were derived.
 PF0264
 PF0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK742461(NAD 83)
 PF0264_MARKER: DB = BENCH MARK DISK
 PF0264_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PF0264_SP_SET: BRIDGE
 PF0264_STAMPING: 706.757 K 26 1933
 PF0264_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0264
 PF0264  HISTORY     - Date     Condition        Report By
 PF0264  HISTORY     - 1933     MONUMENTED       CGS
 PF0264  HISTORY     - 1934     GOOD             NGS
 PF0264
 PF0264                          STATION DESCRIPTION
 PF0264
 PF0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PF0264'1.1 MI S FROM ROXBURY.
 PF0264'1.1 MILES SOUTH ALONG THE OLD ROADBED OF THE ABANDONED MAINE
 PF0264'CENTRAL RAILROAD FROM ROXBURY, OXFORD COUNTY, 60 FEET EAST OF
 PF0264'THE CENTER LINE OF THE OLD ROADBED, AT A BRIDGE ON STATE HIGHWAY
 PF0264'17, IN THE TOP OF THE SOUTHWEST WING WALL, 8 FEET WEST OF THE
 PF0264'CENTER LINE OF THE HIGHWAY, AND ABOUT 1/2 FOOT LOWER THAN THE
 PF0264'HIGHWAY.  A STANDARD DISK, STAMPED 706.757 K 26 1933.
 PF0264
 PF0264                          STATION RECOVERY (1934)
 PF0264
 PF0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PF0264'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0182 ***********************************************************************
 PF0182  DESIGNATION -  K 28
 PF0182  PID         -  PF0182
 PF0182  STATE/COUNTY-  ME/CUMBERLAND
 PF0182  USGS QUAD   -  BRIDGTON (1983)
 PF0182
 PF0182                         *CURRENT SURVEY CONTROL
 PF0182  ___________________________________________________________________
 PF0182* NAD 83(1986)-  44 03 14.     (N)    070 42 05.     (W)     SCALED    
 PF0182* NAVD 88     -       122.072  (meters)     400.50   (feet)  ADJUSTED  
 PF0182  ___________________________________________________________________
 PF0182  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 PF0182  DYNAMIC HT  -         122.054 (meters)     400.44  (feet)  COMP
 PF0182  MODELED GRAV-     980,471.3   (mgal)                       NAVD 88
 PF0182
 PF0182  VERT ORDER  -  SECOND    CLASS 0
 PF0182
 PF0182.The horizontal coordinates were scaled from a topographic map and have
 PF0182.an estimated accuracy of +/- 6 seconds.
 PF0182
 PF0182.The orthometric height was determined by differential leveling
 PF0182.and adjusted by the National Geodetic Survey in June 1991..
 PF0182
 PF0182.The geoid height was determined by GEOID03.
 PF0182
 PF0182.The dynamic height is computed by dividing the NAVD 88
 PF0182.geopotential number by the normal gravity value computed on the
 PF0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0182.degrees latitude (g = 980.6199 gals.).
 PF0182
 PF0182.The modeled gravity was interpolated from observed gravity values.
 PF0182
 PF0182;                    North         East    Units  Estimated Accuracy
 PF0182;SPC ME W     -   135,740.      857,150.      MT  (+/- 180 meters Scaled)
 PF0182
 PF0182                          SUPERSEDED SURVEY CONTROL
 PF0182
 PF0182  NGVD 29 (??/??/92)  122.241  (m)          401.05   (f) ADJ UNCH    2 0
 PF0182
 PF0182.Superseded values are not recommended for survey control.
 PF0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0182.See file dsdata.txt to determine how the superseded data were derived.
 PF0182
 PF0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ637792(NAD 83)
 PF0182_MARKER: DB = BENCH MARK DISK
 PF0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PF0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PF0182_STAMPING: K 28 1935
 PF0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0182+STABILITY: SURFACE MOTION
 PF0182
 PF0182  HISTORY     - Date     Condition        Report By
 PF0182  HISTORY     - 1935     MONUMENTED       CGS
 PF0182  HISTORY     - 1951     GOOD             MEPUC
 PF0182  HISTORY     - 1973     MARK NOT FOUND   LOCSUR
 PF0182
 PF0182                          STATION DESCRIPTION
 PF0182
 PF0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PF0182'AT BRIDGTON.
 PF0182'AT BRIDGTON, CUMBERLAND COUNTY, AT THE JUNCTION OF STATE HIGHWAY
 PF0182'117 WITH U.S. HIGHWAY 302, IN THE NORTHWEST CORNER OF THE
 PF0182'AMERICAN LEGION MEMORIAL PARK, 6 FEET SOUTHWEST OF THE NORTHEAST
 PF0182'SIDE OF THE PARK, 2.5 FEET EAST OF THE WEST SIDE OF THE PARK,
 PF0182'AND 12.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE MONUMENT.
 PF0182'A STANDARD DISK, STAMPED K 28 1935 AND SET IN THE TOP OF A
 PF0182'CONCRETE POST ABOUT FLUSH WITH THE GROUND.  NOTE-- STAMPING
 PF0182'SHOULD READ 401.052 K 28 1935.
 PF0182
 PF0182                          STATION RECOVERY (1951)
 PF0182
 PF0182'RECOVERY NOTE BY MAINE PUBLIC UTILITIES COMMISSION 1951
 PF0182'RECOVERED IN GOOD CONDITION.
 PF0182
 PF0182                          STATION RECOVERY (1973)
 PF0182
 PF0182'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973
 PF0182'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0001 ***********************************************************************
 PF0001  DESIGNATION -  K 28
 PF0001  PID         -  PF0001
 PF0001  STATE/COUNTY-  ME/SOMERSET
 PF0001  USGS QUAD   -  NEW PORTLAND (1989)
 PF0001
 PF0001                         *CURRENT SURVEY CONTROL
 PF0001  ___________________________________________________________________
 PF0001* NAD 83(1986)-  44 54 35.     (N)    070 00 10.     (W)     SCALED    
 PF0001* NAVD 88     -       130.056  (meters)     426.69   (feet)  ADJUSTED  
 PF0001  ___________________________________________________________________
 PF0001  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 PF0001  DYNAMIC HT  -         130.047 (meters)     426.66  (feet)  COMP
 PF0001  MODELED GRAV-     980,546.4   (mgal)                       NAVD 88
 PF0001
 PF0001  VERT ORDER  -  SECOND    CLASS 0
 PF0001
 PF0001.The horizontal coordinates were scaled from a topographic map and have
 PF0001.an estimated accuracy of +/- 6 seconds.
 PF0001
 PF0001.The orthometric height was determined by differential leveling
 PF0001.and adjusted by the National Geodetic Survey in June 1991..
 PF0001
 PF0001.The geoid height was determined by GEOID03.
 PF0001
 PF0001.The dynamic height is computed by dividing the NAVD 88
 PF0001.geopotential number by the normal gravity value computed on the
 PF0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0001.degrees latitude (g = 980.6199 gals.).
 PF0001
 PF0001.The modeled gravity was interpolated from observed gravity values.
 PF0001
 PF0001;                    North         East    Units  Estimated Accuracy
 PF0001;SPC ME W     -   230,710.      912,940.      MT  (+/- 180 meters Scaled)
 PF0001
 PF0001                          SUPERSEDED SURVEY CONTROL
 PF0001
 PF0001  NGVD 29 (??/??/92)  130.223  (m)          427.24   (f) ADJ UNCH    2 0
 PF0001
 PF0001.Superseded values are not recommended for survey control.
 PF0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0001.See file dsdata.txt to determine how the superseded data were derived.
 PF0001
 PF0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK208734(NAD 83)
 PF0001_MARKER: DD = SURVEY DISK
 PF0001_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 PF0001_SP_SET: UNSPECIFIED ROCK
 PF0001_STAMPING: 427.240 K 28 1924
 PF0001_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0001
 PF0001  HISTORY     - Date     Condition        Report By
 PF0001  HISTORY     - 1924     MONUMENTED       USGS
 PF0001  HISTORY     - 1933     GOOD             NGS
 PF0001  HISTORY     - 1934     GOOD             NGS
 PF0001
 PF0001                          STATION DESCRIPTION
 PF0001
 PF0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PF0001'1.5 MI SE FROM NORTH NEW PORTLAND.
 PF0001'1.5 MILES SOUTHEAST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE
 PF0001'AT NORTH NEW PORTLAND, SOMERSET COUNTY, IN A PASTURE BELONGING
 PF0001'TO F.S. NYE IN 1933, 8 YARDS NORTHEAST OF THE FIFTH POLE EAST
 PF0001'OF THE NYE HOME, 15 YARDS EAST OF THE CENTER LINE OF THE
 PF0001'HIGHWAY, IN THE TOP OF A LARGE ROCK PROJECTION, AND ABOUT
 PF0001'1 FOOT HIGHER THAN THE HIGHWAY.  A UNITED STATES GEOLOGICAL
 PF0001'SURVEY STANDARD DISK, STAMPED 427.240 K 28 1924.
 PF0001
 PF0001                          STATION RECOVERY (1934)
 PF0001
 PF0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PF0001'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1517 ***********************************************************************
 PE1517  DESIGNATION -  K 29
 PE1517  PID         -  PE1517
 PE1517  STATE/COUNTY-  ME/SOMERSET
 PE1517  USGS QUAD   -  EMBDEN POND (1989)
 PE1517
 PE1517                         *CURRENT SURVEY CONTROL
 PE1517  ___________________________________________________________________
 PE1517* NAD 83(1986)-  44 52 51.     (N)    069 58 09.     (W)     SCALED    
 PE1517* NAVD 88     -       123.662  (meters)     405.71   (feet)  ADJUSTED  
 PE1517  ___________________________________________________________________
 PE1517  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 PE1517  DYNAMIC HT  -         123.653 (meters)     405.68  (feet)  COMP
 PE1517  MODELED GRAV-     980,547.6   (mgal)                       NAVD 88
 PE1517
 PE1517  VERT ORDER  -  SECOND    CLASS 0
 PE1517
 PE1517.The horizontal coordinates were scaled from a topographic map and have
 PE1517.an estimated accuracy of +/- 6 seconds.
 PE1517
 PE1517.The orthometric height was determined by differential leveling
 PE1517.and adjusted by the National Geodetic Survey in June 1991..
 PE1517
 PE1517.The geoid height was determined by GEOID03.
 PE1517
 PE1517.The dynamic height is computed by dividing the NAVD 88
 PE1517.geopotential number by the normal gravity value computed on the
 PE1517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1517.degrees latitude (g = 980.6199 gals.).
 PE1517
 PE1517.The modeled gravity was interpolated from observed gravity values.
 PE1517
 PE1517;                    North         East    Units  Estimated Accuracy
 PE1517;SPC ME W     -   227,510.      915,600.      MT  (+/- 180 meters Scaled)
 PE1517
 PE1517                          SUPERSEDED SURVEY CONTROL
 PE1517
 PE1517  NGVD 29 (??/??/92)  123.831  (m)          406.27   (f) ADJ UNCH    2 0
 PE1517
 PE1517.Superseded values are not recommended for survey control.
 PE1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1517.See file dsdata.txt to determine how the superseded data were derived.
 PE1517
 PE1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK234701(NAD 83)
 PE1517_MARKER: DB = BENCH MARK DISK
 PE1517_SETTING: 80 = SET IN A BOULDER
 PE1517_SP_SET: BOULDER
 PE1517_STAMPING: K 29 1924 406.269
 PE1517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1517+STABILITY: SURFACE MOTION
 PE1517
 PE1517  HISTORY     - Date     Condition        Report By
 PE1517  HISTORY     - 1924     MONUMENTED       USGS
 PE1517  HISTORY     - 1934     GOOD             NGS
 PE1517
 PE1517                          STATION DESCRIPTION
 PE1517
 PE1517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PE1517'3.9 MI W FROM NORTH ANSON.
 PE1517'3.9 MILES WEST ALONG STATE HIGHWAY 16 FROM THE MAINE CENTRAL
 PE1517'RAILROAD STATION AT NORTH ANSON.  SOMERSET COUNTY, AT THE
 PE1517'INTERSECTION OF A ROAD LEADING TO EMBDEN POND, 6 YARDS SOUTHWEST
 PE1517'OF THE CENTERLINE OF THE HIGHWAY, IN THE TOP OF A LARGE ROUND
 PE1517'BOULDER, AND 3 FEET HIGHER THAN THE HIGHWAY.  A UNITED STATES
 PE1517'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 406.269 K 29 1924.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0051 ***********************************************************************
 PF0051  DESIGNATION -  K 29
 PF0051  PID         -  PF0051
 PF0051  STATE/COUNTY-  ME/FRANKLIN
 PF0051  USGS QUAD   -  STRONG (1989)
 PF0051
 PF0051                         *CURRENT SURVEY CONTROL
 PF0051  ___________________________________________________________________
 PF0051* NAD 83(1986)-  44 48 14.     (N)    070 13 02.     (W)     SCALED    
 PF0051* NAVD 88     -       153.026  (meters)     502.05   (feet)  ADJUSTED  
 PF0051  ___________________________________________________________________
 PF0051  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 PF0051  DYNAMIC HT  -         153.013 (meters)     502.01  (feet)  COMP
 PF0051  MODELED GRAV-     980,529.9   (mgal)                       NAVD 88
 PF0051
 PF0051  VERT ORDER  -  SECOND    CLASS 0
 PF0051
 PF0051.The horizontal coordinates were scaled from a topographic map and have
 PF0051.an estimated accuracy of +/- 6 seconds.
 PF0051
 PF0051.The orthometric height was determined by differential leveling
 PF0051.and adjusted by the National Geodetic Survey in June 1991..
 PF0051
 PF0051.The geoid height was determined by GEOID03.
 PF0051
 PF0051.The dynamic height is computed by dividing the NAVD 88
 PF0051.geopotential number by the normal gravity value computed on the
 PF0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0051.degrees latitude (g = 980.6199 gals.).
 PF0051
 PF0051.The modeled gravity was interpolated from observed gravity values.
 PF0051
 PF0051;                    North         East    Units  Estimated Accuracy
 PF0051;SPC ME W     -   218,940.      896,000.      MT  (+/- 180 meters Scaled)
 PF0051
 PF0051                          SUPERSEDED SURVEY CONTROL
 PF0051
 PF0051  NGVD 29 (??/??/92)  153.172  (m)          502.53   (f) ADJ UNCH    2 0
 PF0051
 PF0051.Superseded values are not recommended for survey control.
 PF0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0051.See file dsdata.txt to determine how the superseded data were derived.
 PF0051
 PF0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK037618(NAD 83)
 PF0051_MARKER: DB = BENCH MARK DISK
 PF0051_SETTING: 0 = UNSPECIFIED SETTING
 PF0051_STAMPING: K 29 1935
 PF0051_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PF0051
 PF0051  HISTORY     - Date     Condition        Report By
 PF0051  HISTORY     - 1935     MONUMENTED       CGS
 PF0051  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 PF0051  HISTORY     - 20040828 MARK NOT FOUND   USPSQD
 PF0051
 PF0051                          STATION DESCRIPTION
 PF0051
 PF0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PF0051'AT STRONG.
 PF0051'AT STRONG, FRANKLIN COUNTY, 128 YARDS SOUTH OF THE FOSTER MEMORIAL
 PF0051'BUILDING, 64 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 4, 20
 PF0051'FEET WEST OF A POINT 46.5 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 PF0051'FOSTER CO. WAREHOUSE, AT THE NORTH EDGE OF THE DR. BELL PROPERTY,
 PF0051'23 FEET EAST OF THE NORTHWEST CORNER OF A HEDGE, AND 5 FEET NORTH
 PF0051'OF THE HEDGE.
 PF0051
 PF0051                          STATION RECOVERY (1986)
 PF0051
 PF0051'RECOVERY NOTE BY US POWER SQUADRON 1986 (WRM)
 PF0051'MARK NOT FOUND.
 PF0051
 PF0051                          STATION RECOVERY (2004)
 PF0051
 PF0051'RECOVERY NOTE BY US POWER SQUADRON 2004 (GBM)
 PF0051'SITE LOCATED WITH WAAS GPS. FOSTER MEMORIAL BLDG AND FOSTER CO
 PF0051'WAREHOUSE LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0268 ***********************************************************************
 PE0268  DESIGNATION -  K 3
 PE0268  PID         -  PE0268
 PE0268  STATE/COUNTY-  ME/HANCOCK
 PE0268  USGS QUAD   -  SALSBURY COVE (1981)
 PE0268
 PE0268                         *CURRENT SURVEY CONTROL
 PE0268  ___________________________________________________________________
 PE0268* NAD 83(1986)-  44 25 11.     (N)    068 21 47.     (W)     SCALED    
 PE0268* NAVD 88     -        11.075  (meters)      36.34   (feet)  ADJUSTED  
 PE0268  ___________________________________________________________________
 PE0268  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 PE0268  DYNAMIC HT  -          11.075 (meters)      36.34  (feet)  COMP
 PE0268  MODELED GRAV-     980,567.3   (mgal)                       NAVD 88
 PE0268
 PE0268  VERT ORDER  -  SECOND    CLASS 0
 PE0268
 PE0268.The horizontal coordinates were scaled from a topographic map and have
 PE0268.an estimated accuracy of +/- 6 seconds.
 PE0268
 PE0268.The orthometric height was determined by differential leveling
 PE0268.and adjusted by the National Geodetic Survey in June 1991..
 PE0268
 PE0268.The geoid height was determined by GEOID03.
 PE0268
 PE0268.The dynamic height is computed by dividing the NAVD 88
 PE0268.geopotential number by the normal gravity value computed on the
 PE0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0268.degrees latitude (g = 980.6199 gals.).
 PE0268
 PE0268.The modeled gravity was interpolated from observed gravity values.
 PE0268
 PE0268;                    North         East    Units  Estimated Accuracy
 PE0268;SPC ME E     -    83,680.      310,910.      MT  (+/- 180 meters Scaled)
 PE0268
 PE0268                          SUPERSEDED SURVEY CONTROL
 PE0268
 PE0268  NGVD 29 (??/??/92)   11.266  (m)           36.96   (f) ADJ UNCH    2 0
 PE0268
 PE0268.Superseded values are not recommended for survey control.
 PE0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0268.See file dsdata.txt to determine how the superseded data were derived.
 PE0268
 PE0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK507186(NAD 83)
 PE0268_MARKER: DB = BENCH MARK DISK
 PE0268_SETTING: 66 = SET IN ROCK OUTCROP
 PE0268_SP_SET: ROCK LEDGE
 PE0268_STAMPING: 37 K 3 1934
 PE0268_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0268+STABILITY: POSITION/ELEVATION WELL
 PE0268_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PE0268+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2006
 PE0268
 PE0268  HISTORY     - Date     Condition        Report By
 PE0268  HISTORY     - 1934     MONUMENTED       USGS
 PE0268  HISTORY     - 1962     GOOD             NGS
 PE0268  HISTORY     - 20060306 GOOD             PATRIO
 PE0268
 PE0268                          STATION DESCRIPTION
 PE0268
 PE0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PE0268'1.4 MI S FROM TRENTON.
 PE0268'1.35 MILE SOUTH ON STATE HIGHWAY 3 FROM THE INTERSECTION OF
 PE0268'STATE HIGHWAYS 102 AND 198.  AT THE TOP OF A RISE AND AT THE
 PE0268'NORTH END OF MOUNT DESERT ISLAND.  60 FEET WEST OF THE CENTER
 PE0268'LINE OF THE ROAD TO BAR HARBOR, 700 FEET SOUTH OF THE
 PE0268'INTERSECTION SOUTH OF THE BAR HARBOR AND SOUTHWEST HARBOR ROADS.
 PE0268'SET IN A DRILL HOLE IN A ROCK LEDGE ABOUT 4 FEET ABOVE THE
 PE0268'LEVEL OF THE ROAD.
 PE0268
 PE0268                          STATION RECOVERY (2006)
 PE0268
 PE0268'RECOVERY NOTE BY PATRIOT LAND SURVEYORS 2006 (JBC)
 PE0268'N 73-43-32 W  36.87 FEET FROM MAINE DOT DISK 44-1(33)-11.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1468 ***********************************************************************
 PE1468  DESIGNATION -  K 3
 PE1468  PID         -  PE1468
 PE1468  STATE/COUNTY-  ME/KENNEBEC
 PE1468  USGS QUAD   -  FAIRFIELD (1988)
 PE1468
 PE1468                         *CURRENT SURVEY CONTROL
 PE1468  ___________________________________________________________________
 PE1468* NAD 83(1986)-  44 36 43.     (N)    069 32 59.     (W)     SCALED    
 PE1468* NAVD 88     -        48.401  (meters)     158.80   (feet)  ADJUSTED  
 PE1468  ___________________________________________________________________
 PE1468  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 PE1468  DYNAMIC HT  -          48.399 (meters)     158.79  (feet)  COMP
 PE1468  MODELED GRAV-     980,565.1   (mgal)                       NAVD 88
 PE1468  OBS GRAVITY -     980,565.6   (mgal)                       GRAV_OBS
 PE1468
 PE1468  VERT ORDER  -  FIRST     CLASS I
 PE1468
 PE1468.The horizontal coordinates were scaled from a topographic map and have
 PE1468.an estimated accuracy of +/- 6 seconds.
 PE1468
 PE1468.The orthometric height was determined by differential leveling
 PE1468.and adjusted by the National Geodetic Survey in June 1991..
 PE1468.WARNING-Repeat measurements at this control monument indicate possible
 PE1468.vertical movement.
 PE1468
 PE1468.The geoid height was determined by GEOID03.
 PE1468
 PE1468.The dynamic height is computed by dividing the NAVD 88
 PE1468.geopotential number by the normal gravity value computed on the
 PE1468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1468.degrees latitude (g = 980.6199 gals.).
 PE1468
 PE1468.The modeled gravity was interpolated from observed gravity values.
 PE1468.The observed gravity was obtained from relative gravimeter ties
 PE1468.to the IGSN71 gravity network.
 PE1468
 PE1468;                    North         East    Units  Estimated Accuracy
 PE1468;SPC ME W     -   197,790.      948,970.      MT  (+/- 180 meters Scaled)
 PE1468
 PE1468                          SUPERSEDED SURVEY CONTROL
 PE1468
 PE1468  NGVD 29 (??/??/92)   48.601  (m)          159.45   (f) ADJ UNCH    1 1
 PE1468
 PE1468.Superseded values are not recommended for survey control.
 PE1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1468.See file dsdata.txt to determine how the superseded data were derived.
 PE1468
 PE1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK563399(NAD 83)
 PE1468_MARKER: DD = SURVEY DISK
 PE1468_SETTING: 80 = SET IN A BOULDER
 PE1468_SP_SET: BOULDER
 PE1468_STAMPING: K 3 159.452 ME
 PE1468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1468+STABILITY: SURFACE MOTION
 PE1468
 PE1468  HISTORY     - Date     Condition        Report By
 PE1468  HISTORY     - UNK      MONUMENTED       USGS
 PE1468  HISTORY     - 1966     GOOD             NGS
 PE1468
 PE1468                          STATION DESCRIPTION
 PE1468
 PE1468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE1468'2.6 MI NE FROM FAIRFIELD.
 PE1468'ABOUT 2.6 MILES NORTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM
 PE1468'THE SOUTHWEST END OF THE RAILROAD BRIDGE OVER THE KENNEBEC RIVER
 PE1468'AT FAIRFIELD, ABOUT 0.35 MILE SOUTHWEST OF A BLACK TOPPED ROAD
 PE1468'CROSSING, ABOUT 0.1 MILE NORTHEAST OF MILEPOST P87/V164, 11 1/2
 PE1468'RAILS SOUTHWEST OF THE SOUTHWEST END OF THE SOUTHEAST STONE HEAD
 PE1468'WALL FOR A 4-FOOT BOX CULVERT, IN THE TOP OF A 3-BY-5-FOOT
 PE1468'EMBEDDED BOULDER WHICH IS ALONG THE NORTHWEST SIDE OF A LARGE
 PE1468'FIELD, 50 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST
 PE1468'TRACK, 3 FEET SOUTHEAST OF A RIGHT-OF-WAY FENCE, ABOUT 8 FEET
 PE1468'BELOW THE LEVEL OF THE TRACK, AND ABOUT 1 1/2 FEET ABOVE GROUND
 PE1468'LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0146 ***********************************************************************
 QF0146  DESIGNATION -  K 3
 QF0146  PID         -  QF0146
 QF0146  STATE/COUNTY-  ME/WASHINGTON
 QF0146  USGS QUAD   -  DANFORTH (1988)
 QF0146
 QF0146                         *CURRENT SURVEY CONTROL
 QF0146  ___________________________________________________________________
 QF0146* NAD 83(1986)-  45 38 50.     (N)    067 51 44.     (W)     SCALED    
 QF0146* NAVD 88     -       120.410  (meters)     395.05   (feet)  ADJUSTED  
 QF0146  ___________________________________________________________________
 QF0146  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 QF0146  DYNAMIC HT  -         120.412 (meters)     395.05  (feet)  COMP
 QF0146  MODELED GRAV-     980,629.7   (mgal)                       NAVD 88
 QF0146
 QF0146  VERT ORDER  -  FIRST     CLASS II
 QF0146
 QF0146.The horizontal coordinates were scaled from a topographic map and have
 QF0146.an estimated accuracy of +/- 6 seconds.
 QF0146
 QF0146.The orthometric height was determined by differential leveling
 QF0146.and adjusted by the National Geodetic Survey in June 1991..
 QF0146
 QF0146.The geoid height was determined by GEOID03.
 QF0146
 QF0146.The dynamic height is computed by dividing the NAVD 88
 QF0146.geopotential number by the normal gravity value computed on the
 QF0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0146.degrees latitude (g = 980.6199 gals.).
 QF0146
 QF0146.The modeled gravity was interpolated from observed gravity values.
 QF0146
 QF0146;                    North         East    Units  Estimated Accuracy
 QF0146;SPC ME E     -   220,270.      349,710.      MT  (+/- 180 meters Scaled)
 QF0146
 QF0146                          SUPERSEDED SURVEY CONTROL
 QF0146
 QF0146.No superseded survey control is available for this station.
 QF0146
 QF0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL886554(NAD 83)
 QF0146_MARKER: DB = BENCH MARK DISK
 QF0146_SETTING: 80 = SET IN A BOULDER
 QF0146_SP_SET: BOULDER
 QF0146_STAMPING: ELEV 395.590 FT K 3 1916
 QF0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0146+STABILITY: SURFACE MOTION
 QF0146
 QF0146  HISTORY     - Date     Condition        Report By
 QF0146  HISTORY     - 1916     MONUMENTED       CGS
 QF0146  HISTORY     - 1978     GOOD             DOD
 QF0146
 QF0146                          STATION DESCRIPTION
 QF0146
 QF0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1916
 QF0146'0.8 MI SE FROM DANFORTH.
 QF0146'0.8 MILE SOUTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM
 QF0146'DANFORTH, WASHINGTON COUNTY, 21 POLES SOUTH OF MILEPOST 26,
 QF0146'9 RAILS NORTH OF BLOCK SIGNAL E 2255, ONE RAIL NORTH OF THE SOUTH
 QF0146'SWITCH OF A SIDING, 10 YARDS WEST OF THE CENTER LINE OF THE TRACK,
 QF0146'IN THE TOP OF A 5- BY 6-FOOT BOULDER, AND ABOUT 4 FEET ABOVE THE
 QF0146'GROUND.  A STANDARD DISK, STAMPED ELEV 395.590 FT K 3 1916.
 QF0146
 QF0146                          STATION RECOVERY (1978)
 QF0146
 QF0146'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 QF0146'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0248 ***********************************************************************
 OB0248  DESIGNATION -  K 30
 OB0248  PID         -  OB0248
 OB0248  STATE/COUNTY-  ME/SAGADAHOC
 OB0248  USGS QUAD   -  BRUNSWICK (1980)
 OB0248
 OB0248                         *CURRENT SURVEY CONTROL
 OB0248  ___________________________________________________________________
 OB0248* NAD 83(1986)-  43 54 53.     (N)    069 57 25.     (W)     SCALED    
 OB0248* NAVD 88     -        15.854  (meters)      52.01   (feet)  ADJUSTED  
 OB0248  ___________________________________________________________________
 OB0248  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 OB0248  DYNAMIC HT  -          15.852 (meters)      52.01  (feet)  COMP
 OB0248  MODELED GRAV-     980,517.7   (mgal)                       NAVD 88
 OB0248
 OB0248  VERT ORDER  -  SECOND    CLASS 0
 OB0248
 OB0248.The horizontal coordinates were scaled from a topographic map and have
 OB0248.an estimated accuracy of +/- 6 seconds.
 OB0248
 OB0248.The orthometric height was determined by differential leveling
 OB0248.and adjusted by the National Geodetic Survey in June 1991..
 OB0248
 OB0248.The geoid height was determined by GEOID03.
 OB0248
 OB0248.The dynamic height is computed by dividing the NAVD 88
 OB0248.geopotential number by the normal gravity value computed on the
 OB0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0248.degrees latitude (g = 980.6199 gals.).
 OB0248
 OB0248.The modeled gravity was interpolated from observed gravity values.
 OB0248
 OB0248;                    North         East    Units  Estimated Accuracy
 OB0248;SPC ME W     -   120,160.      916,850.      MT  (+/- 180 meters Scaled)
 OB0248
 OB0248                          SUPERSEDED SURVEY CONTROL
 OB0248
 OB0248  NGVD 29 (??/??/92)   16.053  (m)           52.67   (f) ADJ UNCH    2 0
 OB0248
 OB0248.Superseded values are not recommended for survey control.
 OB0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0248.See file dsdata.txt to determine how the superseded data were derived.
 OB0248
 OB0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ231628(NAD 83)
 OB0248_MARKER: DB = BENCH MARK DISK
 OB0248_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OB0248_SP_SET: ABUTMENT
 OB0248_STAMPING: K 30 1935
 OB0248_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OB0248
 OB0248  HISTORY     - Date     Condition        Report By
 OB0248  HISTORY     - 1935     MONUMENTED       CGS
 OB0248  HISTORY     - 1974     GOOD             USGS
 OB0248  HISTORY     - 1991     POOR             USPSQD
 OB0248  HISTORY     - 20030705 POOR             GEOCAC
 OB0248
 OB0248                          STATION DESCRIPTION
 OB0248
 OB0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OB0248'0.6 MI NW FROM BRUNSWICK.
 OB0248'IN SAGADAHOC COUNTY, 0.6 MILE NORTHWEST ALONG THE MAINE CENTRAL
 OB0248'RAILROAD FROM THE STATION AT BRUNSWICK, 8 POLES NORTH OF THE CENTER OF
 OB0248'THE JUNCTION OF THE BRUNSWICK AND LEWISTON BRANCH RAILROAD, 6 FEET
 OB0248'EAST OF THE EAST RAIL, AND IN THE TOP OF THE EAST END OF THE NORTH
 OB0248'CONCRETE ABUTMENT OF AN OVERPASS OVER JORDAN AVENUE.  A STANDARD DISK,
 OB0248'STAMPED K 30 1935.
 OB0248
 OB0248                          STATION RECOVERY (1974)
 OB0248
 OB0248'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 OB0248'RECOVERED IN GOOD CONDITION.
 OB0248
 OB0248                          STATION RECOVERY (1991)
 OB0248
 OB0248'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OB0248'MARK RECOVERED IN POOR CONDITION.
 OB0248
 OB0248                          STATION RECOVERY (2003)
 OB0248
 OB0248'RECOVERY NOTE BY GEOCACHING 2003 (KDJ)
 OB0248'RECOVERED AS DESCRIBED.  MARK IS IN POOR CONDITION, AS IT AND BRIDGE
 OB0248'ARE DETERIORATING.  NOTE STATION IS IN CUMBERLAND, NOT SAGADAHOC
 OB0248'COUNTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1208 ***********************************************************************
 PE1208  DESIGNATION -  K 31
 PE1208  PID         -  PE1208
 PE1208  STATE/COUNTY-  ME/KENNEBEC
 PE1208  USGS QUAD   -  VASSALBORO (1988)
 PE1208
 PE1208                         *CURRENT SURVEY CONTROL
 PE1208  ___________________________________________________________________
 PE1208* NAD 83(1986)-  44 22 35.     (N)    069 43 41.     (W)     SCALED    
 PE1208* NAVD 88     -        17.031  (meters)      55.88   (feet)  ADJUSTED  
 PE1208  ___________________________________________________________________
 PE1208  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 PE1208  DYNAMIC HT  -          17.030 (meters)      55.87  (feet)  COMP
 PE1208  MODELED GRAV-     980,529.7   (mgal)                       NAVD 88
 PE1208
 PE1208  VERT ORDER  -  SECOND    CLASS 0
 PE1208
 PE1208.The horizontal coordinates were scaled from a topographic map and have
 PE1208.an estimated accuracy of +/- 6 seconds.
 PE1208
 PE1208.The orthometric height was determined by differential leveling
 PE1208.and adjusted by the National Geodetic Survey in June 1991..
 PE1208
 PE1208.The geoid height was determined by GEOID03.
 PE1208
 PE1208.The dynamic height is computed by dividing the NAVD 88
 PE1208.geopotential number by the normal gravity value computed on the
 PE1208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1208.degrees latitude (g = 980.6199 gals.).
 PE1208
 PE1208.The modeled gravity was interpolated from observed gravity values.
 PE1208
 PE1208;                    North         East    Units  Estimated Accuracy
 PE1208;SPC ME W     -   171,530.      934,960.      MT  (+/- 180 meters Scaled)
 PE1208
 PE1208                          SUPERSEDED SURVEY CONTROL
 PE1208
 PE1208  NGVD 29 (??/??/92)   17.252  (m)           56.60   (f) ADJ UNCH    2 0
 PE1208
 PE1208.Superseded values are not recommended for survey control.
 PE1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1208.See file dsdata.txt to determine how the superseded data were derived.
 PE1208
 PE1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK419139(NAD 83)
 PE1208_MARKER: DB = BENCH MARK DISK
 PE1208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1208_STAMPING: K 31 1935
 PE1208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1208+STABILITY: SURFACE MOTION
 PE1208
 PE1208  HISTORY     - Date     Condition        Report By
 PE1208  HISTORY     - 1935     MONUMENTED       CGS
 PE1208
 PE1208                          STATION DESCRIPTION
 PE1208
 PE1208'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE1208'2.6 MI SW FROM RIVERSIDE.
 PE1208'2.6 MILES SOUTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM
 PE1208'RIVERSIDE, KENNEBEC COUNTY, 100 YARDS NORTH OF AN OLD SUMMER
 PE1208'CAMP ON A HILL, 40 FEET EAST OF SIGNAL L 675, AND 23 FEET
 PE1208'SOUTHEAST OF THE SOUTHEAST RAIL.  A STANDARD DISK, STAMPED K
 PE1208'31 1935 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 PE1208'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0758 ***********************************************************************
 QG0758  DESIGNATION -  K 32
 QG0758  PID         -  QG0758
 QG0758  STATE/COUNTY-  ME/PENOBSCOT
 QG0758  USGS QUAD   -  DEXTER (1984)
 QG0758
 QG0758                         *CURRENT SURVEY CONTROL
 QG0758  ___________________________________________________________________
 QG0758* NAD 83(1986)-  45 01 19.     (N)    069 17 40.     (W)     SCALED    
 QG0758* NAVD 88     -       133.272  (meters)     437.24   (feet)  ADJUSTED  
 QG0758  ___________________________________________________________________
 QG0758  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 QG0758  DYNAMIC HT  -         133.266 (meters)     437.22  (feet)  COMP
 QG0758  MODELED GRAV-     980,569.3   (mgal)                       NAVD 88
 QG0758
 QG0758  VERT ORDER  -  SECOND    CLASS 0
 QG0758
 QG0758.The horizontal coordinates were scaled from a topographic map and have
 QG0758.an estimated accuracy of +/- 6 seconds.
 QG0758
 QG0758.The orthometric height was determined by differential leveling
 QG0758.and adjusted by the National Geodetic Survey in June 1991..
 QG0758
 QG0758.The geoid height was determined by GEOID03.
 QG0758
 QG0758.The dynamic height is computed by dividing the NAVD 88
 QG0758.geopotential number by the normal gravity value computed on the
 QG0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0758.degrees latitude (g = 980.6199 gals.).
 QG0758
 QG0758.The modeled gravity was interpolated from observed gravity values.
 QG0758
 QG0758;                    North         East    Units  Estimated Accuracy
 QG0758;SPC ME E     -   150,890.      237,390.      MT  (+/- 180 meters Scaled)
 QG0758
 QG0758                          SUPERSEDED SURVEY CONTROL
 QG0758
 QG0758  NGVD 29 (??/??/92)  133.456  (m)          437.85   (f) ADJ UNCH    2 0
 QG0758
 QG0758.Superseded values are not recommended for survey control.
 QG0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0758.See file dsdata.txt to determine how the superseded data were derived.
 QG0758
 QG0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK768854(NAD 83)
 QG0758_MARKER: DB = BENCH MARK DISK
 QG0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0758_STAMPING: K 32 1935
 QG0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0758+STABILITY: SURFACE MOTION
 QG0758
 QG0758  HISTORY     - Date     Condition        Report By
 QG0758  HISTORY     - 1935     MONUMENTED       CGS
 QG0758
 QG0758                          STATION DESCRIPTION
 QG0758
 QG0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QG0758'AT DEXTER.
 QG0758'AT DEXTER, PENOBSCOT COUNTY, ABOUT 0.7 MILE WEST OF THE MAINE
 QG0758'CENTRAL RAILROAD STATION, ABOUT 0.1 MILE EAST OF MILEPOST
 QG0758'F 15, ABOUT 65 YARDS NORTHEAST OF THE CENTER OF A STREET
 QG0758'CROSSING, 46.5 FEET SOUTH OF A SWITCH, 27.5 FEET SOUTHEAST
 QG0758'OF THE SOUTHEAST RAIL OF THE MAIN TRACK, AND 2 FEET NORTHWEST
 QG0758'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED K 32 1935
 QG0758'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1/2
 QG0758'FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0802 ***********************************************************************
 QG0802  DESIGNATION -  K 33
 QG0802  PID         -  QG0802
 QG0802  STATE/COUNTY-  ME/PISCATAQUIS
 QG0802  USGS QUAD   -  MONSON WEST (1989)
 QG0802
 QG0802                         *CURRENT SURVEY CONTROL
 QG0802  ___________________________________________________________________
 QG0802* NAD 83(1986)-  45 16 04.     (N)    069 34 14.     (W)     SCALED    
 QG0802* NAVD 88     -       228.604  (meters)     750.01   (feet)  ADJUSTED  
 QG0802  ___________________________________________________________________
 QG0802  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 QG0802  DYNAMIC HT  -         228.595 (meters)     749.98  (feet)  COMP
 QG0802  MODELED GRAV-     980,572.8   (mgal)                       NAVD 88
 QG0802
 QG0802  VERT ORDER  -  SECOND    CLASS 0
 QG0802
 QG0802.The horizontal coordinates were scaled from a topographic map and have
 QG0802.an estimated accuracy of +/- 6 seconds.
 QG0802
 QG0802.The orthometric height was determined by differential leveling
 QG0802.and adjusted by the National Geodetic Survey in June 1991..
 QG0802
 QG0802.The geoid height was determined by GEOID03.
 QG0802
 QG0802.The dynamic height is computed by dividing the NAVD 88
 QG0802.geopotential number by the normal gravity value computed on the
 QG0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0802.degrees latitude (g = 980.6199 gals.).
 QG0802
 QG0802.The modeled gravity was interpolated from observed gravity values.
 QG0802
 QG0802;                    North         East    Units  Estimated Accuracy
 QG0802;SPC ME E     -   178,460.      215,990.      MT  (+/- 180 meters Scaled)
 QG0802
 QG0802                          SUPERSEDED SURVEY CONTROL
 QG0802
 QG0802  NGVD 29 (??/??/92)  228.785  (m)          750.61   (f) ADJ UNCH    2 0
 QG0802
 QG0802.Superseded values are not recommended for survey control.
 QG0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0802.See file dsdata.txt to determine how the superseded data were derived.
 QG0802
 QG0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL552128(NAD 83)
 QG0802_MARKER: DB = BENCH MARK DISK
 QG0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0802_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0802_STAMPING: K 33 1935
 QG0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0802+STABILITY: SURFACE MOTION
 QG0802
 QG0802  HISTORY     - Date     Condition        Report By
 QG0802  HISTORY     - 1935     MONUMENTED       CGS
 QG0802
 QG0802                          STATION DESCRIPTION
 QG0802
 QG0802'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QG0802'1.3 MI S FROM BLANCHARD.
 QG0802'1.3 MILES SOUTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 QG0802'THE STATION AT BLANCHARD, PISCATAQUIS COUNTY, 500 FEET SOUTH OF
 QG0802'MILEPOST 34, 72 FEET SOUTHEAST OF THE CENTER OF A CROSSING,
 QG0802'42 FEET EAST OF THE EAST RAIL, AND 9 FEET SOUTHWET OF A CORNER
 QG0802'FENCE POST.  A STANDARD DISK, STAMPED K 33 1935 AND SET IN
 QG0802'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0747 ***********************************************************************
 QG0747  DESIGNATION -  K 34
 QG0747  PID         -  QG0747
 QG0747  STATE/COUNTY-  ME/PISCATAQUIS
 QG0747  USGS QUAD   -  DOVER FOXCROFT (1983)
 QG0747
 QG0747                         *CURRENT SURVEY CONTROL
 QG0747  ___________________________________________________________________
 QG0747* NAD 83(1986)-  45 11 48.     (N)    069 08 46.     (W)     SCALED    
 QG0747* NAVD 88     -        90.900  (meters)     298.23   (feet)  ADJUSTED  
 QG0747  ___________________________________________________________________
 QG0747  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 QG0747  DYNAMIC HT  -          90.898 (meters)     298.22  (feet)  COMP
 QG0747  MODELED GRAV-     980,589.6   (mgal)                       NAVD 88
 QG0747
 QG0747  VERT ORDER  -  SECOND    CLASS 0
 QG0747
 QG0747.The horizontal coordinates were scaled from a topographic map and have
 QG0747.an estimated accuracy of +/- 6 seconds.
 QG0747
 QG0747.The orthometric height was determined by differential leveling
 QG0747.and adjusted by the National Geodetic Survey in June 1991..
 QG0747
 QG0747.The geoid height was determined by GEOID03.
 QG0747
 QG0747.The dynamic height is computed by dividing the NAVD 88
 QG0747.geopotential number by the normal gravity value computed on the
 QG0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0747.degrees latitude (g = 980.6199 gals.).
 QG0747
 QG0747.The modeled gravity was interpolated from observed gravity values.
 QG0747
 QG0747;                    North         East    Units  Estimated Accuracy
 QG0747;SPC ME E     -   170,200.      249,240.      MT  (+/- 180 meters Scaled)
 QG0747
 QG0747                          SUPERSEDED SURVEY CONTROL
 QG0747
 QG0747  NGVD 29 (??/??/92)   91.062  (m)          298.76   (f) ADJ UNCH    2 0
 QG0747
 QG0747.Superseded values are not recommended for survey control.
 QG0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0747.See file dsdata.txt to determine how the superseded data were derived.
 QG0747
 QG0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL885048(NAD 83)
 QG0747_MARKER: DB = BENCH MARK DISK
 QG0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0747_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0747_STAMPING: K 34 1935
 QG0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0747+STABILITY: SURFACE MOTION
 QG0747
 QG0747  HISTORY     - Date     Condition        Report By
 QG0747  HISTORY     - 1935     MONUMENTED       CGS
 QG0747  HISTORY     - 1978     MARK NOT FOUND   NGS
 QG0747
 QG0747                          STATION DESCRIPTION
 QG0747
 QG0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QG0747'4.2 MI E FROM DOVER-FOXCROFT.
 QG0747'4.2 MILES EAST ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 QG0747'THE STATION AT DOVER-FOXCROFT, PISCATAQUIS COUNTY, 1.2 MILES
 QG0747'EAST OF THE STATION AT EAST DOVER, 79 YARDS WEST OF THE CENTER
 QG0747'OF A ROAD CROSSING, 63 YARDS EAST OF TILE DRAIN CULVERT G 9+31,
 QG0747'22.5 FEET SOUTH OF THE CENTER LINE OF A PUBLIC ROAD, AND 18.9
 QG0747'FEET NORTH OF THE NORTH OF THE NORTH RAIL.  A STANDARD DISK,
 QG0747'STAMPED K 34 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 QG0747'8 INCHES ABOVE GROUND.
 QG0747
 QG0747                          STATION RECOVERY (1978)
 QG0747
 QG0747'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0747'MARK SEARCHED BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0271 ***********************************************************************
 QG0271  DESIGNATION -  K 35
 QG0271  PID         -  QG0271
 QG0271  STATE/COUNTY-  ME/PENOBSCOT
 QG0271  USGS QUAD   -  GREENBUSH (1988)
 QG0271
 QG0271                         *CURRENT SURVEY CONTROL
 QG0271  ___________________________________________________________________
 QG0271* NAD 83(1986)-  45 02 49.     (N)    068 38 42.     (W)     SCALED    
 QG0271* NAVD 88     -        36.128  (meters)     118.53   (feet)  ADJUSTED  
 QG0271  ___________________________________________________________________
 QG0271  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 QG0271  DYNAMIC HT  -          36.128 (meters)     118.53  (feet)  COMP
 QG0271  MODELED GRAV-     980,605.4   (mgal)                       NAVD 88
 QG0271
 QG0271  VERT ORDER  -  SECOND    CLASS 0
 QG0271
 QG0271.The horizontal coordinates were scaled from a topographic map and have
 QG0271.an estimated accuracy of +/- 6 seconds.
 QG0271
 QG0271.The orthometric height was determined by differential leveling
 QG0271.and adjusted by the National Geodetic Survey in June 1991..
 QG0271
 QG0271.The geoid height was determined by GEOID03.
 QG0271
 QG0271.The dynamic height is computed by dividing the NAVD 88
 QG0271.geopotential number by the normal gravity value computed on the
 QG0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0271.degrees latitude (g = 980.6199 gals.).
 QG0271
 QG0271.The modeled gravity was interpolated from observed gravity values.
 QG0271
 QG0271;                    North         East    Units  Estimated Accuracy
 QG0271;SPC ME E     -   153,370.      288,580.      MT  (+/- 180 meters Scaled)
 QG0271
 QG0271                          SUPERSEDED SURVEY CONTROL
 QG0271
 QG0271  NGVD 29 (??/??/92)   36.334  (m)          119.21   (f) ADJ UNCH    2 0
 QG0271
 QG0271.Superseded values are not recommended for survey control.
 QG0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0271.See file dsdata.txt to determine how the superseded data were derived.
 QG0271
 QG0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK279882(NAD 83)
 QG0271_MARKER: DB = BENCH MARK DISK
 QG0271_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QG0271_SP_SET: ABUTMENT
 QG0271_STAMPING: K 35 1935
 QG0271_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG0271
 QG0271  HISTORY     - Date     Condition        Report By
 QG0271  HISTORY     - 1935     MONUMENTED       CGS
 QG0271
 QG0271                          STATION DESCRIPTION
 QG0271
 QG0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QG0271'2.3 MI N FROM COSTIGAN.
 QG0271'2.3 MILES NORTH ALONG THE MAINE CENTRAL RAILROAD FROM THE
 QG0271'STATION AT COSTIGAN, PENOBSCOT COUNTY, ABOUT 0.3 MILE NORTH
 QG0271'OF MILEPOST P 157, IN THE TOP OF THE CENTER OF THE WEST END OF
 QG0271'THE SOUTH CONCRETE ABUTMENT OF A SMALL TRESTLE, 1.7 FEET FROM
 QG0271'THE WEST END, AND 8 FEET WEST OF THE WEST RAIL.  A STANDARD
 QG0271'DISK, STAMPED K 35 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0009 ***********************************************************************
 PF0009  DESIGNATION -  K 35
 PF0009  PID         -  PF0009
 PF0009  STATE/COUNTY-  ME/FRANKLIN
 PF0009  USGS QUAD   -  KINGFIELD (1989)
 PF0009
 PF0009                         *CURRENT SURVEY CONTROL
 PF0009  ___________________________________________________________________
 PF0009* NAD 83(1986)-  44 57 36.     (N)    070 09 13.     (W)     SCALED    
 PF0009* NAVD 88     -       170.692  (meters)     560.01   (feet)  ADJUSTED  
 PF0009  ___________________________________________________________________
 PF0009  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 PF0009  DYNAMIC HT  -         170.678 (meters)     559.97  (feet)  COMP
 PF0009  MODELED GRAV-     980,529.5   (mgal)                       NAVD 88
 PF0009
 PF0009  VERT ORDER  -  SECOND    CLASS 0
 PF0009
 PF0009.The horizontal coordinates were scaled from a topographic map and have
 PF0009.an estimated accuracy of +/- 6 seconds.
 PF0009
 PF0009.The orthometric height was determined by differential leveling
 PF0009.and adjusted by the National Geodetic Survey in June 1991..
 PF0009
 PF0009.The geoid height was determined by GEOID03.
 PF0009
 PF0009.The dynamic height is computed by dividing the NAVD 88
 PF0009.geopotential number by the normal gravity value computed on the
 PF0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0009.degrees latitude (g = 980.6199 gals.).
 PF0009
 PF0009.The modeled gravity was interpolated from observed gravity values.
 PF0009
 PF0009;                    North         East    Units  Estimated Accuracy
 PF0009;SPC ME W     -   236,290.      901,030.      MT  (+/- 180 meters Scaled)
 PF0009
 PF0009                          SUPERSEDED SURVEY CONTROL
 PF0009
 PF0009  NGVD 29 (??/??/92)  170.850  (m)          560.53   (f) ADJ UNCH    2 0
 PF0009
 PF0009.Superseded values are not recommended for survey control.
 PF0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0009.See file dsdata.txt to determine how the superseded data were derived.
 PF0009
 PF0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK090791(NAD 83)
 PF0009_MARKER: DD = SURVEY DISK
 PF0009_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 PF0009_SP_SET: UNSPECIFIED ROCK
 PF0009_STAMPING: 560.530 K 35 1924
 PF0009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0009
 PF0009  HISTORY     - Date     Condition        Report By
 PF0009  HISTORY     - 1924     MONUMENTED       USGS
 PF0009  HISTORY     - 1965     MARK NOT FOUND   NGS
 PF0009
 PF0009                          STATION DESCRIPTION
 PF0009
 PF0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 PF0009'AT KINGFIELD.
 PF0009'AT KINGFIELD, FRANKLIN COUNTY, ON STATE HIGHWAY 142, 200 FEET
 PF0009'EAST OF THE CONCRETE-ARCH HIGHWAY BRIDGE OVER CARRABASSETT
 PF0009'RIVER, AT THE NORTH END OF A DAM ACROSS THE RIVER, 8 YARDS
 PF0009'SOUTH OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF A LARGE
 PF0009'ROCK, AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.  A UNITED STATES
 PF0009'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 560.530 K 35 1924.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0060 ***********************************************************************
 RF0060  DESIGNATION -  K 36
 RF0060  PID         -  RF0060
 RF0060  STATE/COUNTY-  ME/AROOSTOOK
 RF0060  USGS QUAD   -  SQUA PAN LAKE WEST (1986)
 RF0060
 RF0060                         *CURRENT SURVEY CONTROL
 RF0060  ___________________________________________________________________
 RF0060* NAD 83(1986)-  46 34 26.     (N)    068 15 50.     (W)     SCALED    
 RF0060* NAVD 88     -       206.467  (meters)     677.38   (feet)  ADJUSTED  
 RF0060  ___________________________________________________________________
 RF0060  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 RF0060  DYNAMIC HT  -         206.485 (meters)     677.44  (feet)  COMP
 RF0060  MODELED GRAV-     980,696.3   (mgal)                       NAVD 88
 RF0060
 RF0060  VERT ORDER  -  SECOND    CLASS 0
 RF0060
 RF0060.The horizontal coordinates were scaled from a topographic map and have
 RF0060.an estimated accuracy of +/- 6 seconds.
 RF0060
 RF0060.The orthometric height was determined by differential leveling
 RF0060.and adjusted by the National Geodetic Survey in June 1991..
 RF0060
 RF0060.The geoid height was determined by GEOID03.
 RF0060
 RF0060.The dynamic height is computed by dividing the NAVD 88
 RF0060.geopotential number by the normal gravity value computed on the
 RF0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0060.degrees latitude (g = 980.6199 gals.).
 RF0060
 RF0060.The modeled gravity was interpolated from observed gravity values.
 RF0060
 RF0060;                    North         East    Units  Estimated Accuracy
 RF0060;SPC ME E     -   323,090.      318,100.      MT  (+/- 180 meters Scaled)
 RF0060
 RF0060                          SUPERSEDED SURVEY CONTROL
 RF0060
 RF0060  NGVD 29 (??/??/92)  206.639  (m)          677.95   (f) ADJ UNCH    2 0
 RF0060
 RF0060.Superseded values are not recommended for survey control.
 RF0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0060.See file dsdata.txt to determine how the superseded data were derived.
 RF0060
 RF0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM564580(NAD 83)
 RF0060_MARKER: DB = BENCH MARK DISK
 RF0060_SETTING: 80 = SET IN A BOULDER
 RF0060_SP_SET: BOULDER
 RF0060_STAMPING: K 36 1935
 RF0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0060+STABILITY: SURFACE MOTION
 RF0060
 RF0060  HISTORY     - Date     Condition        Report By
 RF0060  HISTORY     - 1935     MONUMENTED       CGS
 RF0060  HISTORY     - 1952     MARK NOT FOUND   USGS
 RF0060
 RF0060                          STATION DESCRIPTION
 RF0060
 RF0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RF0060'7.3 MI NE FROM SQUA PAN.
 RF0060'ABOUT 7.3 MILES NORTHEAST ALONG THE BANGOR AND AROOSTOOK RAILROAD
 RF0060'FROM THE STATION AT SQUA PAN, AROOSTOOK COUNTY, ABOUT 0.3 MILE
 RF0060'NORTHEAST OF MILEPOST 7, 30 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 RF0060'20.5 FEET NORTH OF A POLE, AND IN THE TOP OF A BOULDER.  A STANDARD
 RF0060'DISK, STAMPED K 36 1935.
 RF0060
 RF0060                          STATION RECOVERY (1952)
 RF0060
 RF0060'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 RF0060'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0799 ***********************************************************************
 PE0799  DESIGNATION -  K 37
 PE0799  PID         -  PE0799
 PE0799  STATE/COUNTY-  ME/WALDO
 PE0799  USGS QUAD   -  BROOKS WEST (1982)
 PE0799
 PE0799                         *CURRENT SURVEY CONTROL
 PE0799  ___________________________________________________________________
 PE0799* NAD 83(1986)-  44 32 32.     (N)    069 09 31.     (W)     SCALED    
 PE0799* NAVD 88     -       128.643  (meters)     422.06   (feet)  ADJUSTED  
 PE0799  ___________________________________________________________________
 PE0799  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 PE0799  DYNAMIC HT  -         128.633 (meters)     422.02  (feet)  COMP
 PE0799  MODELED GRAV-     980,532.4   (mgal)                       NAVD 88
 PE0799
 PE0799  VERT ORDER  -  SECOND    CLASS 0
 PE0799
 PE0799.The horizontal coordinates were scaled from a topographic map and have
 PE0799.an estimated accuracy of +/- 6 seconds.
 PE0799
 PE0799.The orthometric height was determined by differential leveling
 PE0799.and adjusted by the National Geodetic Survey in June 1991..
 PE0799
 PE0799.The geoid height was determined by GEOID03.
 PE0799
 PE0799.The dynamic height is computed by dividing the NAVD 88
 PE0799.geopotential number by the normal gravity value computed on the
 PE0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0799.degrees latitude (g = 980.6199 gals.).
 PE0799
 PE0799.The modeled gravity was interpolated from observed gravity values.
 PE0799
 PE0799;                    North         East    Units  Estimated Accuracy
 PE0799;SPC ME E     -    97,490.      247,660.      MT  (+/- 180 meters Scaled)
 PE0799
 PE0799                          SUPERSEDED SURVEY CONTROL
 PE0799
 PE0799  NGVD 29 (??/??/92)  128.845  (m)          422.72   (f) ADJ UNCH    2 0
 PE0799
 PE0799.Superseded values are not recommended for survey control.
 PE0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0799.See file dsdata.txt to determine how the superseded data were derived.
 PE0799
 PE0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK874321(NAD 83)
 PE0799_MARKER: DB = BENCH MARK DISK
 PE0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0799_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0799_STAMPING: K 37 1935
 PE0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0799+STABILITY: SURFACE MOTION
 PE0799
 PE0799  HISTORY     - Date     Condition        Report By
 PE0799  HISTORY     - 1935     MONUMENTED       CGS
 PE0799
 PE0799                          STATION DESCRIPTION
 PE0799
 PE0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE0799'2.1 MI W FROM BROOKS.
 PE0799'2.1 MILES WEST ALONG THE BELFAST AND MOOSEHEAD LAKE RAILROAD FROM
 PE0799'THE STATION AT BROOKS, WALDO COUNTY, AT FORBES SIDING, ABOUT 120
 PE0799'YARDS WEST OF MILEPOST B 14, 43 FEET WEST OF THE CENTER OF A
 PE0799'COUNTY-ROAD CROSSING, 11 FEET NORTH OF THE NORTH RAIL, AND 10.1
 PE0799'FEET SOUTH OF THE SOUTH RAIL OF A SIDE TRACK.  A STANDARD DISK,
 PE0799'STAMPED K 37 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PE0799'ABOUT 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0176 ***********************************************************************
 PE0176  DESIGNATION -  K 39
 PE0176  PID         -  PE0176
 PE0176  STATE/COUNTY-  ME/WASHINGTON
 PE0176  USGS QUAD   -  LEAD MOUNTAIN (1987)
 PE0176
 PE0176                         *CURRENT SURVEY CONTROL
 PE0176  ___________________________________________________________________
 PE0176* NAD 83(1986)-  44 50 20.     (N)    068 04 16.     (W)     SCALED    
 PE0176* NAVD 88     -        97.038  (meters)     318.37   (feet)  ADJUSTED  
 PE0176  ___________________________________________________________________
 PE0176  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 PE0176  DYNAMIC HT  -          97.032 (meters)     318.35  (feet)  COMP
 PE0176  MODELED GRAV-     980,561.0   (mgal)                       NAVD 88
 PE0176
 PE0176  VERT ORDER  -  SECOND    CLASS 0
 PE0176
 PE0176.The horizontal coordinates were scaled from a topographic map and have
 PE0176.an estimated accuracy of +/- 6 seconds.
 PE0176
 PE0176.The orthometric height was determined by differential leveling
 PE0176.and adjusted by the National Geodetic Survey in June 1991..
 PE0176
 PE0176.The geoid height was determined by GEOID03.
 PE0176
 PE0176.The dynamic height is computed by dividing the NAVD 88
 PE0176.geopotential number by the normal gravity value computed on the
 PE0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0176.degrees latitude (g = 980.6199 gals.).
 PE0176
 PE0176.The modeled gravity was interpolated from observed gravity values.
 PE0176
 PE0176;                    North         East    Units  Estimated Accuracy
 PE0176;SPC ME E     -   130,330.      333,910.      MT  (+/- 180 meters Scaled)
 PE0176
 PE0176                          SUPERSEDED SURVEY CONTROL
 PE0176
 PE0176  NGVD 29 (??/??/92)   97.224  (m)          318.98   (f) ADJ UNCH    2 0
 PE0176
 PE0176.Superseded values are not recommended for survey control.
 PE0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0176.See file dsdata.txt to determine how the superseded data were derived.
 PE0176
 PE0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK734654(NAD 83)
 PE0176_MARKER: DB = BENCH MARK DISK
 PE0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0176_STAMPING: K 39 1935
 PE0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0176+STABILITY: SURFACE MOTION
 PE0176
 PE0176  HISTORY     - Date     Condition        Report By
 PE0176  HISTORY     - 1935     MONUMENTED       CGS
 PE0176  HISTORY     - 1942     GOOD             NGS
 PE0176
 PE0176                          STATION DESCRIPTION
 PE0176
 PE0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE0176'0.8 MI SW FROM BEDDINGTON.
 PE0176'0.8 MILE SOUTHWEST ALONG STATE HIGHWAY 9 FROM THE POST OFFICE
 PE0176'AT BEDDINGTON, WASHINGTON COUNTY, 85 YARDS NORTHEAST OF THE
 PE0176'CENTER OF THE JUNCTION OF STATE HIGHWAY 193, 25 FEET NORTHEAST
 PE0176'OF A POLE, 21 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 PE0176'2 FEET SOUTHWEST OF A WOODEN WITNESS POST, AND ABOUT 1 FOOT
 PE0176'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED K 39 1935 AND
 PE0176'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.9 FOOT ABOVE
 PE0176'GROUND.
 PE0176
 PE0176                          STATION RECOVERY (1942)
 PE0176
 PE0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 PE0176'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0415 ***********************************************************************
 PD0415  DESIGNATION -  K 40
 PD0415  PID         -  PD0415
 PD0415  STATE/COUNTY-  ME/WASHINGTON
 PD0415  USGS QUAD   -  WESLEY (1990)
 PD0415
 PD0415                         *CURRENT SURVEY CONTROL
 PD0415  ___________________________________________________________________
 PD0415* NAD 83(1986)-  44 57 07.     (N)    067 39 42.     (W)     SCALED    
 PD0415* NAVD 88     -       143.423  (meters)     470.55   (feet)  ADJUSTED  
 PD0415  ___________________________________________________________________
 PD0415  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 PD0415  DYNAMIC HT  -         143.416 (meters)     470.52  (feet)  COMP
 PD0415  MODELED GRAV-     980,565.5   (mgal)                       NAVD 88
 PD0415
 PD0415  VERT ORDER  -  SECOND    CLASS 0
 PD0415
 PD0415.The horizontal coordinates were scaled from a topographic map and have
 PD0415.an estimated accuracy of +/- 6 seconds.
 PD0415
 PD0415.The orthometric height was determined by differential leveling
 PD0415.and adjusted by the National Geodetic Survey in June 1991..
 PD0415
 PD0415.The geoid height was determined by GEOID03.
 PD0415
 PD0415.The dynamic height is computed by dividing the NAVD 88
 PD0415.geopotential number by the normal gravity value computed on the
 PD0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0415.degrees latitude (g = 980.6199 gals.).
 PD0415
 PD0415.The modeled gravity was interpolated from observed gravity values.
 PD0415
 PD0415;                    North         East    Units  Estimated Accuracy
 PD0415;SPC ME E     -   143,150.      366,150.      MT  (+/- 180 meters Scaled)
 PD0415
 PD0415                          SUPERSEDED SURVEY CONTROL
 PD0415
 PD0415  NGVD 29 (??/??/92)  143.613  (m)          471.17   (f) ADJ UNCH    2 0
 PD0415
 PD0415.Superseded values are not recommended for survey control.
 PD0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0415.See file dsdata.txt to determine how the superseded data were derived.
 PD0415
 PD0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK055784(NAD 83)
 PD0415_MARKER: DB = BENCH MARK DISK
 PD0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PD0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PD0415_STAMPING: K 40 1935
 PD0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0415+STABILITY: SURFACE MOTION
 PD0415
 PD0415  HISTORY     - Date     Condition        Report By
 PD0415  HISTORY     - 1935     MONUMENTED       CGS
 PD0415  HISTORY     - 1935     GOOD             NGS
 PD0415  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 PD0415
 PD0415                          STATION DESCRIPTION
 PD0415
 PD0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PD0415'AT WESLEY.
 PD0415'AT WESLEY, WASHINGTON COUNTY, ON STATE HIGHWAY 9, 165 YARDS EAST
 PD0415'OF THE JUNCTION OF STATE HIGHWAY 192, 32 FEET SOUTH OF THE CENTER
 PD0415'LINE OF THE HIGHWAY, AT THE PUBLIC SCHOOL, AND 28.5 FEET
 PD0415'NORTHEAST OF THE NORTHEAST CORNER OF THE SCHOOLHOUSE.  A STANDARD
 PD0415'DISK, STAMPED K 40 1935 AND SET IN THE TOP OF A CONCRETE POST
 PD0415'PROJECTING 2 INCHES ABOVE GROUND.
 PD0415
 PD0415                          STATION RECOVERY (1935)
 PD0415
 PD0415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 PD0415'RECOVERED IN GOOD CONDITION.
 PD0415
 PD0415                          STATION RECOVERY (1986)
 PD0415
 PD0415'RECOVERY NOTE BY US POWER SQUADRON 1986 (LEP)
 PD0415'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0058 ***********************************************************************
 QF0058  DESIGNATION -  K 41
 QF0058  PID         -  QF0058
 QF0058  STATE/COUNTY-  ME/WASHINGTON
 QF0058  USGS QUAD   -  CALAIS (1977)
 QF0058
 QF0058                         *CURRENT SURVEY CONTROL
 QF0058  ___________________________________________________________________
 QF0058* NAD 83(1986)-  45 08 11.     (N)    067 18 21.     (W)     SCALED    
 QF0058* NAVD 88     -        28.612  (meters)      93.87   (feet)  ADJUSTED  
 QF0058  ___________________________________________________________________
 QF0058  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 QF0058  DYNAMIC HT  -          28.612 (meters)      93.87  (feet)  COMP
 QF0058  MODELED GRAV-     980,613.6   (mgal)                       NAVD 88
 QF0058
 QF0058  VERT ORDER  -  FIRST     CLASS I
 QF0058
 QF0058.The horizontal coordinates were scaled from a topographic map and have
 QF0058.an estimated accuracy of +/- 6 seconds.
 QF0058
 QF0058.The orthometric height was determined by differential leveling
 QF0058.and adjusted by the National Geodetic Survey in June 1991..
 QF0058
 QF0058.The geoid height was determined by GEOID03.
 QF0058
 QF0058.The dynamic height is computed by dividing the NAVD 88
 QF0058.geopotential number by the normal gravity value computed on the
 QF0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0058.degrees latitude (g = 980.6199 gals.).
 QF0058
 QF0058.The modeled gravity was interpolated from observed gravity values.
 QF0058
 QF0058;                    North         East    Units  Estimated Accuracy
 QF0058;SPC ME E     -   163,990.      393,920.      MT  (+/- 180 meters Scaled)
 QF0058
 QF0058                          SUPERSEDED SURVEY CONTROL
 QF0058
 QF0058.No superseded survey control is available for this station.
 QF0058
 QF0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK332994(NAD 83)
 QF0058_MARKER: DB = BENCH MARK DISK
 QF0058_SETTING: 66 = SET IN ROCK OUTCROP
 QF0058_SP_SET: BEDROCK
 QF0058_STAMPING: K 41 1935
 QF0058_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0058+STABILITY: POSITION/ELEVATION WELL
 QF0058
 QF0058  HISTORY     - Date     Condition        Report By
 QF0058  HISTORY     - 1935     MONUMENTED       CGS
 QF0058  HISTORY     - 1966     GOOD             NGS
 QF0058  HISTORY     - 1978     GOOD             NGS
 QF0058
 QF0058                          STATION DESCRIPTION
 QF0058
 QF0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 QF0058'AT BARING.
 QF0058'AT BARING, ABOUT 0.1 MILE NORTHEAST OF THE HANGAR AT ST. CROIX
 QF0058'AIRPORT, AT MOOSEHORN NATIONAL WILDLIFE REFUGE, 160 FEET NORTHEAST
 QF0058'OF THE FENCE ON THE NORTHEAST SIDE OF THE AIRPORT, 21 FEET SOUTH
 QF0058'OF POWER POLE 688, 95.0 FEET NORTH-NORTHWEST OF BENCH MARK G 167
 QF0058'DESCRIBED, 39 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 QF0058'ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND IN THE TOP
 QF0058'OF A 1 1/2-BY-9-FOOT EXPOSED PORTION OF BEDROCK THAT IS FLUSH
 QF0058'WITH THE GROUND.  NOTE-- ALSO ABOUT 1.8 MILES SOUTH ALONG THE
 QF0058'MAINE CENTRAL RAILROAD FROM THE U.S. CUSTOMHOUSE AT MILLTOWN,
 QF0058'THENCE ABOUT 1.0 MILE SOUTHWEST ALONG U.S. HIGHWAY 1.
 QF0058
 QF0058                          STATION RECOVERY (1978)
 QF0058
 QF0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QF0058'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0119 ***********************************************************************
 RE0119  DESIGNATION -  K 43
 RE0119  PID         -  RE0119
 RE0119  STATE/COUNTY-  ME/AROOSTOOK
 RE0119  USGS QUAD   -  FORT FAIRFIELD (1984)
 RE0119
 RE0119                         *CURRENT SURVEY CONTROL
 RE0119  ___________________________________________________________________
 RE0119* NAD 83(1986)-  46 45 47.     (N)    067 51 12.     (W)     SCALED    
 RE0119* NAVD 88     -       139.901  (meters)     458.99   (feet)  ADJUSTED  
 RE0119  ___________________________________________________________________
 RE0119  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 RE0119  DYNAMIC HT  -         139.917 (meters)     459.04  (feet)  COMP
 RE0119  MODELED GRAV-     980,721.8   (mgal)                       NAVD 88
 RE0119
 RE0119  VERT ORDER  -  SECOND    CLASS 0
 RE0119
 RE0119.The horizontal coordinates were scaled from a topographic map and have
 RE0119.an estimated accuracy of +/- 6 seconds.
 RE0119
 RE0119.The orthometric height was determined by differential leveling
 RE0119.and adjusted by the National Geodetic Survey in June 1991..
 RE0119
 RE0119.The geoid height was determined by GEOID03.
 RE0119
 RE0119.The dynamic height is computed by dividing the NAVD 88
 RE0119.geopotential number by the normal gravity value computed on the
 RE0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0119.degrees latitude (g = 980.6199 gals.).
 RE0119
 RE0119.The modeled gravity was interpolated from observed gravity values.
 RE0119
 RE0119;                    North         East    Units  Estimated Accuracy
 RE0119;SPC ME E     -   344,290.      349,400.      MT  (+/- 180 meters Scaled)
 RE0119
 RE0119                          SUPERSEDED SURVEY CONTROL
 RE0119
 RE0119  NGVD 29 (??/??/92)  140.12   (m)          459.7    (f) COMPUTED    2 0
 RE0119
 RE0119.Superseded values are not recommended for survey control.
 RE0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0119.See file dsdata.txt to determine how the superseded data were derived.
 RE0119
 RE0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM875794(NAD 83)
 RE0119_MARKER: DB = BENCH MARK DISK
 RE0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RE0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RE0119_STAMPING: K-43--1935
 RE0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RE0119+STABILITY: SURFACE MOTION
 RE0119
 RE0119  HISTORY     - Date     Condition        Report By
 RE0119  HISTORY     - 1935     MONUMENTED       CGS
 RE0119
 RE0119                          STATION DESCRIPTION
 RE0119
 RE0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RE0119'1 MI SW FROM FORT FAIRFIELD.
 RE0119'K-43 IS LOCATED 1 MILE SOUTHWEST OF THE RY. STATION, 43 FT.
 RE0119'NORTH OF CENTERLINE OF STATE HY. 165, 26.8 FT. SOUTHEAST OF
 RE0119'SOUTHEAST RAIL, 4.2 FT. NORTHWEST OF R/W FENCE.  TABLET SET
 RE0119'IN TOP OF CONCRETE POST 5 IN HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0120 ***********************************************************************
 RE0120  DESIGNATION -  K 43 RESET 1958
 RE0120  PID         -  RE0120
 RE0120  STATE/COUNTY-  ME/AROOSTOOK
 RE0120  USGS QUAD   -  FORT FAIRFIELD (1984)
 RE0120
 RE0120                         *CURRENT SURVEY CONTROL
 RE0120  ___________________________________________________________________
 RE0120* NAD 83(1986)-  46 45 47.     (N)    067 51 12.     (W)     SCALED    
 RE0120* NAVD 88     -       140.05   (meters)     459.5    (feet)  RESET     
 RE0120  ___________________________________________________________________
 RE0120  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 RE0120
 RE0120  VERT ORDER  -  THIRD
 RE0120
 RE0120.The horizontal coordinates were scaled from a topographic map and have
 RE0120.an estimated accuracy of +/- 6 seconds.
 RE0120
 RE0120.The orthometric height was computed from unverified reset data.
 RE0120
 RE0120.The geoid height was determined by GEOID03.
 RE0120
 RE0120;                    North         East    Units  Estimated Accuracy
 RE0120;SPC ME E     -   344,290.      349,400.      MT  (+/- 180 meters Scaled)
 RE0120
 RE0120                          SUPERSEDED SURVEY CONTROL
 RE0120
 RE0120  NGVD 29 (??/??/??)  142.17   (m)          466.4    (f) RESET       3  
 RE0120
 RE0120.Superseded values are not recommended for survey control.
 RE0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0120.See file dsdata.txt to determine how the superseded data were derived.
 RE0120
 RE0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM875794(NAD 83)
 RE0120_MARKER: DB = BENCH MARK DISK
 RE0120_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RE0120_SP_SET: BRIDGE PIER CAP
 RE0120_STAMPING: K 43 RESET 1958
 RE0120_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RE0120
 RE0120  HISTORY     - Date     Condition        Report By
 RE0120  HISTORY     - 1958     MONUMENTED       MEHD
 RE0120  HISTORY     - 1958     GOOD             NGS
 RE0120  HISTORY     - 1970     GOOD             MEDT
 RE0120
 RE0120                          STATION DESCRIPTION
 RE0120
 RE0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 RE0120'1 MI SW FROM FORT FAIRFIELD.
 RE0120'1.0 MILE SOUTHWEST ALONG STATE ROUTE 165 FROM FORT FAIRFIELD,
 RE0120'AT MC SHEA CROSSING BRIDGE, 7 FEET FROM THE NORTHERLY END
 RE0120'OF THE WESTERLY PIER OF THE BRIDGE, AND IN THE CENTER OF THE
 RE0120'TOP OF THE LOWER CAP.
 RE0120
 RE0120                          STATION RECOVERY (1970)
 RE0120
 RE0120'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1970
 RE0120'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1159 ***********************************************************************
 PE1159  DESIGNATION -  K 44
 PE1159  PID         -  PE1159
 PE1159  STATE/COUNTY-  ME/KENNEBEC
 PE1159  USGS QUAD   -  WINTHROP (1980)
 PE1159
 PE1159                         *CURRENT SURVEY CONTROL
 PE1159  ___________________________________________________________________
 PE1159* NAD 83(1986)-  44 18 48.     (N)    069 56 44.     (W)     SCALED    
 PE1159* NAVD 88     -        88.207  (meters)     289.39   (feet)  ADJUSTED  
 PE1159  ___________________________________________________________________
 PE1159  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 PE1159  DYNAMIC HT  -          88.199 (meters)     289.37  (feet)  COMP
 PE1159  MODELED GRAV-     980,534.8   (mgal)                       NAVD 88
 PE1159
 PE1159  VERT ORDER  -  SECOND    CLASS 0
 PE1159
 PE1159.The horizontal coordinates were scaled from a topographic map and have
 PE1159.an estimated accuracy of +/- 6 seconds.
 PE1159
 PE1159.The orthometric height was determined by differential leveling
 PE1159.and adjusted by the National Geodetic Survey in June 1991..
 PE1159
 PE1159.The geoid height was determined by GEOID03.
 PE1159
 PE1159.The dynamic height is computed by dividing the NAVD 88
 PE1159.geopotential number by the normal gravity value computed on the
 PE1159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1159.degrees latitude (g = 980.6199 gals.).
 PE1159
 PE1159.The modeled gravity was interpolated from observed gravity values.
 PE1159
 PE1159;                    North         East    Units  Estimated Accuracy
 PE1159;SPC ME W     -   164,450.      917,640.      MT  (+/- 180 meters Scaled)
 PE1159
 PE1159                          SUPERSEDED SURVEY CONTROL
 PE1159
 PE1159  NGVD 29 (??/??/92)   88.411  (m)          290.06   (f) ADJ UNCH    2 0
 PE1159
 PE1159.Superseded values are not recommended for survey control.
 PE1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1159.See file dsdata.txt to determine how the superseded data were derived.
 PE1159
 PE1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK245071(NAD 83)
 PE1159_MARKER: DB = BENCH MARK DISK
 PE1159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1159_STAMPING: K 44 1935
 PE1159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1159+STABILITY: SURFACE MOTION
 PE1159
 PE1159  HISTORY     - Date     Condition        Report By
 PE1159  HISTORY     - 1935     MONUMENTED       CGS
 PE1159  HISTORY     - 1974     MARK NOT FOUND   NGS
 PE1159
 PE1159                          STATION DESCRIPTION
 PE1159
 PE1159'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE1159'1.8 MI E FROM WINTHROP.
 PE1159'1.8 MILES EAST ALONG STATE HIGHWAY 100 FROM THE MAINE CENTRAL
 PE1159'RAILROAD STATION AT WINTHROP, KENNEBEC COUNTY, 0.5 MILE SOUTHWEST
 PE1159'OF THE MITCHELL CAMP, AT THE SOUTHWEST SLOPE OF A STEEP HILL, 135
 PE1159'YARDS NORTHEAST OF A CULVERT, OPPOSITE POLE 1066, 50 YARDS
 PE1159'NORTHEAST OF THE SOUTHEAST CORNER OF A MEADOW, 30 FEET NORTHWEST
 PE1159'OF THE CENTERLINE OF THE HIGHWAY, 19 FEET NORTHEAST OF THE
 PE1159'CENTER OF A FIELD GATE, AND 3.5 FEET NORTHWEST OF A POLE.  A
 PE1159'STANDARD DISK, STAMPED K 44 1935 AND SET IN THE TOP OF A CONCRETE
 PE1159'POST PROJECTING 1/2 FOOT ABOVE GROUND.
 PE1159
 PE1159                          STATION RECOVERY (1974)
 PE1159
 PE1159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 PE1159'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1245 ***********************************************************************
 PE1245  DESIGNATION -  K 45
 PE1245  PID         -  PE1245
 PE1245  STATE/COUNTY-  ME/LINCOLN
 PE1245  USGS QUAD   -  NORTH WHITEFIELD (1979)
 PE1245
 PE1245                         *CURRENT SURVEY CONTROL
 PE1245  ___________________________________________________________________
 PE1245* NAD 83(1986)-  44 14 41.     (N)    069 33 40.     (W)     SCALED    
 PE1245* NAVD 88     -        69.807  (meters)     229.03   (feet)  ADJUSTED  
 PE1245  ___________________________________________________________________
 PE1245  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 PE1245  DYNAMIC HT  -          69.800 (meters)     229.00  (feet)  COMP
 PE1245  MODELED GRAV-     980,522.0   (mgal)                       NAVD 88
 PE1245
 PE1245  VERT ORDER  -  SECOND    CLASS 0
 PE1245
 PE1245.The horizontal coordinates were scaled from a topographic map and have
 PE1245.an estimated accuracy of +/- 6 seconds.
 PE1245
 PE1245.The orthometric height was determined by differential leveling
 PE1245.and adjusted by the National Geodetic Survey in June 1991..
 PE1245
 PE1245.The geoid height was determined by GEOID03.
 PE1245
 PE1245.The dynamic height is computed by dividing the NAVD 88
 PE1245.geopotential number by the normal gravity value computed on the
 PE1245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1245.degrees latitude (g = 980.6199 gals.).
 PE1245
 PE1245.The modeled gravity was interpolated from observed gravity values.
 PE1245
 PE1245;                    North         East    Units  Estimated Accuracy
 PE1245;SPC ME W     -   156,980.      948,370.      MT  (+/- 180 meters Scaled)
 PE1245
 PE1245                          SUPERSEDED SURVEY CONTROL
 PE1245
 PE1245  NGVD 29 (??/??/92)   70.019  (m)          229.72   (f) ADJ UNCH    2 0
 PE1245
 PE1245.Superseded values are not recommended for survey control.
 PE1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1245.See file dsdata.txt to determine how the superseded data were derived.
 PE1245
 PE1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ551992(NAD 83)
 PE1245_MARKER: DB = BENCH MARK DISK
 PE1245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1245_STAMPING: K 45 1935
 PE1245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1245+STABILITY: SURFACE MOTION
 PE1245
 PE1245  HISTORY     - Date     Condition        Report By
 PE1245  HISTORY     - 1935     MONUMENTED       CGS
 PE1245
 PE1245                          STATION DESCRIPTION
 PE1245
 PE1245'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE1245'1.4 MI SW FROM COOPERS MILLS.
 PE1245'1.4 MILES SOUTHWEST ALONG STATE HIGHWAY 218 FROM THE POST
 PE1245'OFFICE AT COOPERS MILLS, LINCOLN COUNTY, 1.0 MILE SOUTHWEST OF
 PE1245'THE JUNCTION WITH STATE HIGHWAY 17, 95 YARDS SOUTHWEST OF AN
 PE1245'OLD BARN, OPPOSITE THE NORTH EDGE OF A SIDE ROAD LEADING
 PE1245'SOUTHEAST, 56 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 PE1245'34 FEET NORTHWEST OF A ROCK WALL CORNER AT THE SOUTH CORNER OF A
 PE1245'FIELD, 10 FEET NORTHEAST OF THE STONE WALL, AND 2 FEET SOUTHEAST
 PE1245'OF THE SOUTHEAST SIDE OF A LARGE BOULDER.  A STANDARD DISK,
 PE1245'STAMPED K 45 1935 AND SET IN THE TOP OF A CONCRETE POST
 PE1245'PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0167 ***********************************************************************
 PF0167  DESIGNATION -  K 4=577
 PF0167  PID         -  PF0167
 PF0167  STATE/COUNTY-  ME/OXFORD
 PF0167  USGS QUAD   -  GREENWOOD (1967)
 PF0167
 PF0167                         *CURRENT SURVEY CONTROL
 PF0167  ___________________________________________________________________
 PF0167* NAD 83(1986)-  44 19 58.     (N)    070 37 32.     (W)     SCALED    
 PF0167* NAVD 88     -       175.634  (meters)     576.23   (feet)  POSTED    
 PF0167  ___________________________________________________________________
 PF0167  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 PF0167  DYNAMIC HT  -         175.610 (meters)     576.15  (feet)  COMP
 PF0167  MODELED GRAV-     980,483.8   (mgal)                       NAVD 88
 PF0167
 PF0167  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 PF0167
 PF0167.The horizontal coordinates were scaled from a topographic map and have
 PF0167.an estimated accuracy of +/- 6 seconds.
 PF0167
 PF0167.The orthometric height was determined by differential leveling
 PF0167.and adjusted by the National Geodetic Survey in 1992..
 PF0167.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 PF0167.rate of 1.1 thru 2.0 mm/km.
 PF0167
 PF0167.The geoid height was determined by GEOID03.
 PF0167
 PF0167.The dynamic height is computed by dividing the NAVD 88
 PF0167.geopotential number by the normal gravity value computed on the
 PF0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0167.degrees latitude (g = 980.6199 gals.).
 PF0167
 PF0167.The modeled gravity was interpolated from observed gravity values.
 PF0167
 PF0167;                    North         East    Units  Estimated Accuracy
 PF0167;SPC ME W     -   166,690.      863,400.      MT  (+/- 180 meters Scaled)
 PF0167
 PF0167                          SUPERSEDED SURVEY CONTROL
 PF0167
 PF0167  NGVD 29 (??/??/92)  175.795  (m)          576.75   (f) ADJ UNCH    1 2
 PF0167
 PF0167.Superseded values are not recommended for survey control.
 PF0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0167.See file dsdata.txt to determine how the superseded data were derived.
 PF0167
 PF0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK704101(NAD 83)
 PF0167_MARKER: DD = SURVEY DISK
 PF0167_SETTING: 66 = SET IN ROCK OUTCROP
 PF0167_SP_SET: ROCK LEDGE
 PF0167_STAMPING: 577
 PF0167_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PF0167+STABILITY: POSITION/ELEVATION WELL
 PF0167
 PF0167  HISTORY     - Date     Condition        Report By
 PF0167  HISTORY     - UNK      MONUMENTED       USGS
 PF0167  HISTORY     - 1964     MARK NOT FOUND   NGS
 PF0167
 PF0167                          STATION DESCRIPTION
 PF0167
 PF0167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 PF0167'2.7 MI NW FROM BATES.
 PF0167'2.7 MILES NORTHWEST ALONG THE GRAND TRUNK RAILWAY FROM BATES
 PF0167'(POST OFFICE WEST PARIS), OXFORD COUNTY, 14 POLES NORTH OF A
 PF0167'GRANITE ARCH BRIDGE OVER BLACK BROOK, 13 POLES NORTH OF MILEPOST
 PF0167'58, ON THE WEST SIDE OF THE TRACK, AND IN THE INCLINED FOOT OF
 PF0167'A ROCK LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0922 ***********************************************************************
 PE0922  DESIGNATION -  K 47
 PE0922  PID         -  PE0922
 PE0922  STATE/COUNTY-  ME/KNOX
 PE0922  USGS QUAD   -  WASHINGTON (1973)
 PE0922
 PE0922                         *CURRENT SURVEY CONTROL
 PE0922  ___________________________________________________________________
 PE0922* NAD 83(1986)-  44 16 25.     (N)    069 22 03.     (W)     SCALED    
 PE0922* NAVD 88     -        89.768  (meters)     294.51   (feet)  ADJUSTED  
 PE0922  ___________________________________________________________________
 PE0922  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 PE0922  DYNAMIC HT  -          89.760 (meters)     294.49  (feet)  COMP
 PE0922  MODELED GRAV-     980,525.5   (mgal)                       NAVD 88
 PE0922
 PE0922  VERT ORDER  -  SECOND    CLASS 0
 PE0922
 PE0922.The horizontal coordinates were scaled from a topographic map and have
 PE0922.an estimated accuracy of +/- 6 seconds.
 PE0922
 PE0922.The orthometric height was determined by differential leveling
 PE0922.and adjusted by the National Geodetic Survey in June 1991..
 PE0922
 PE0922.The geoid height was determined by GEOID03.
 PE0922
 PE0922.The dynamic height is computed by dividing the NAVD 88
 PE0922.geopotential number by the normal gravity value computed on the
 PE0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0922.degrees latitude (g = 980.6199 gals.).
 PE0922
 PE0922.The modeled gravity was interpolated from observed gravity values.
 PE0922
 PE0922;                    North         East    Units  Estimated Accuracy
 PE0922;SPC ME E     -    67,800.      230,750.      MT  (+/- 180 meters Scaled)
 PE0922
 PE0922                          SUPERSEDED SURVEY CONTROL
 PE0922
 PE0922  NGVD 29 (??/??/92)   89.978  (m)          295.20   (f) ADJ UNCH    2 0
 PE0922
 PE0922.Superseded values are not recommended for survey control.
 PE0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0922.See file dsdata.txt to determine how the superseded data were derived.
 PE0922
 PE0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK706023(NAD 83)
 PE0922_MARKER: DB = BENCH MARK DISK
 PE0922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0922_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0922_STAMPING: K 47 1935
 PE0922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0922+STABILITY: SURFACE MOTION
 PE0922
 PE0922  HISTORY     - Date     Condition        Report By
 PE0922  HISTORY     - 1935     MONUMENTED       CGS
 PE0922  HISTORY     - 1961     MARK NOT FOUND   NGS
 PE0922
 PE0922                          STATION DESCRIPTION
 PE0922
 PE0922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 PE0922'AT WASHINGTON.
 PE0922'AT WASHINGTON, KNOX COUNTY, ON STATE HIGHWAY 220, 34 FEET NORTH
 PE0922'OF THE CENTER OF THE JUNCTION OF A ROAD LEADING EAST, 27 FEET
 PE0922'SOUTHEAST OF THE CENTER OF THE JUNCTION OF STATE HIGHWAY 105,
 PE0922'AND 1.4 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF A CONCRETE
 PE0922'FENCE SURROUNDING A SOLDIERS MONUMENT.  A STANDARD DISK,
 PE0922'STAMPED K 47 1935 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 PE0922'THE GROUND.  NOTE-- A NEW SOLDIERS MEMORIAL RECENTLY ERECTED HERE
 PE0922'WITH EXTENSIVE GRADING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0851 ***********************************************************************
 PE0851  DESIGNATION -  K 48
 PE0851  PID         -  PE0851
 PE0851  STATE/COUNTY-  ME/WALDO
 PE0851  USGS QUAD   -  BROOKS WEST (1982)
 PE0851
 PE0851                         *CURRENT SURVEY CONTROL
 PE0851  ___________________________________________________________________
 PE0851* NAD 83(1986)-  44 32 10.     (N)    069 13 19.     (W)     SCALED    
 PE0851* NAVD 88     -       135.662  (meters)     445.08   (feet)  ADJUSTED  
 PE0851  ___________________________________________________________________
 PE0851  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 PE0851  DYNAMIC HT  -         135.651 (meters)     445.05  (feet)  COMP
 PE0851  MODELED GRAV-     980,532.8   (mgal)                       NAVD 88
 PE0851
 PE0851  VERT ORDER  -  SECOND    CLASS 0
 PE0851
 PE0851.The horizontal coordinates were scaled from a topographic map and have
 PE0851.an estimated accuracy of +/- 6 seconds.
 PE0851
 PE0851.The orthometric height was determined by differential leveling
 PE0851.and adjusted by the National Geodetic Survey in June 1991..
 PE0851
 PE0851.The geoid height was determined by GEOID03.
 PE0851
 PE0851.The dynamic height is computed by dividing the NAVD 88
 PE0851.geopotential number by the normal gravity value computed on the
 PE0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0851.degrees latitude (g = 980.6199 gals.).
 PE0851
 PE0851.The modeled gravity was interpolated from observed gravity values.
 PE0851
 PE0851;                    North         East    Units  Estimated Accuracy
 PE0851;SPC ME E     -    96,850.      242,630.      MT  (+/- 180 meters Scaled)
 PE0851
 PE0851                          SUPERSEDED SURVEY CONTROL
 PE0851
 PE0851  NGVD 29 (??/??/92)  135.869  (m)          445.76   (f) ADJ UNCH    2 0
 PE0851
 PE0851.Superseded values are not recommended for survey control.
 PE0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0851.See file dsdata.txt to determine how the superseded data were derived.
 PE0851
 PE0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK823314(NAD 83)
 PE0851_MARKER: DB = BENCH MARK DISK
 PE0851_SETTING: 66 = SET IN ROCK OUTCROP
 PE0851_SP_SET: GRANITE ROCK
 PE0851_STAMPING: K 48 1935
 PE0851_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0851+STABILITY: POSITION/ELEVATION WELL
 PE0851
 PE0851  HISTORY     - Date     Condition        Report By
 PE0851  HISTORY     - 1935     MONUMENTED       CGS
 PE0851
 PE0851                          STATION DESCRIPTION
 PE0851
 PE0851'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE0851'1.3 MI N FROM KNOX.
 PE0851'1.3 MILES NORTH ALONG A ROAD FROM THE JUNCTION WITH STATE
 PE0851'HIGHWAY 137 AT KNOX, WALDO COUNTY, 1.3 MILES SOUTH OF KNOX
 PE0851'STATION, 110 FEET SOUTHEAST OF THE CENTERLINE OF A ROAD, 37 FEET
 PE0851'EAST OF THE CENTERLINE OF THE ROAD LEADING TO KNOX STATION, 20
 PE0851'FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF A ROAD LEADING
 PE0851'SOUTHEAST, IN THE TOP OF A LARGE GRANITE ROCK, AND 5 FEET ABOVE
 PE0851'GROUND.  A STANDARD DISK, STAMPED K 48 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0975 ***********************************************************************
 PE0975  DESIGNATION -  K 49
 PE0975  PID         -  PE0975
 PE0975  STATE/COUNTY-  ME/WALDO
 PE0975  USGS QUAD   -  MORRILL (1979)
 PE0975
 PE0975                         *CURRENT SURVEY CONTROL
 PE0975  ___________________________________________________________________
 PE0975* NAD 83(1986)-  44 24 28.     (N)    069 13 12.     (W)     SCALED    
 PE0975* NAVD 88     -        69.630  (meters)     228.44   (feet)  ADJUSTED  
 PE0975  ___________________________________________________________________
 PE0975  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 PE0975  DYNAMIC HT  -          69.624 (meters)     228.42  (feet)  COMP
 PE0975  MODELED GRAV-     980,531.1   (mgal)                       NAVD 88
 PE0975
 PE0975  VERT ORDER  -  SECOND    CLASS 0
 PE0975
 PE0975.The horizontal coordinates were scaled from a topographic map and have
 PE0975.an estimated accuracy of +/- 6 seconds.
 PE0975
 PE0975.The orthometric height was determined by differential leveling
 PE0975.and adjusted by the National Geodetic Survey in June 1991..
 PE0975
 PE0975.The geoid height was determined by GEOID03.
 PE0975
 PE0975.The dynamic height is computed by dividing the NAVD 88
 PE0975.geopotential number by the normal gravity value computed on the
 PE0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0975.degrees latitude (g = 980.6199 gals.).
 PE0975
 PE0975.The modeled gravity was interpolated from observed gravity values.
 PE0975
 PE0975;                    North         East    Units  Estimated Accuracy
 PE0975;SPC ME E     -    82,590.      242,650.      MT  (+/- 180 meters Scaled)
 PE0975
 PE0975                          SUPERSEDED SURVEY CONTROL
 PE0975
 PE0975  NGVD 29 (??/??/92)   69.85   (m)          229.2    (f) COMPUTED    2 0
 PE0975
 PE0975.Superseded values are not recommended for survey control.
 PE0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0975.See file dsdata.txt to determine how the superseded data were derived.
 PE0975
 PE0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK824171(NAD 83)
 PE0975_MARKER: DB = BENCH MARK DISK
 PE0975_SETTING: 80 = SET IN A BOULDER
 PE0975_SP_SET: BOULDER
 PE0975_STAMPING: K 49 1935
 PE0975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0975+STABILITY: SURFACE MOTION
 PE0975
 PE0975  HISTORY     - Date     Condition        Report By
 PE0975  HISTORY     - 1935     MONUMENTED       CGS
 PE0975
 PE0975                          STATION DESCRIPTION
 PE0975
 PE0975'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE0975'0.2 MI W FROM NORTH SEARSMONT.
 PE0975'K-49 IS LOCATED 0.2 MILE WEST OF JUNCTION OF HY. 3 WITH ROAD TO
 PE0975'MORRILL, 91 FT. WEST OF NORTHWEST CORNER OF CONCRETE HIGHWAY
 PE0975'BRIDGE OVER BARTLETT STREAM, 32 FT. NORTH OF CENTERLINE OF HY.
 PE0975'TABLET SET IN TOP OF GRANITE BOULDER FLUSH WITH SURFACE OF
 PE0975'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0974 ***********************************************************************
 PE0974  DESIGNATION -  K 49 RESET 1950
 PE0974  PID         -  PE0974
 PE0974  STATE/COUNTY-  ME/WALDO
 PE0974  USGS QUAD   -  MORRILL (1979)
 PE0974
 PE0974                         *CURRENT SURVEY CONTROL
 PE0974  ___________________________________________________________________
 PE0974* NAD 83(1986)-  44 24 28.     (N)    069 13 12.     (W)     SCALED    
 PE0974* NAVD 88     -        69.82   (meters)     229.1    (feet)  RESET     
 PE0974  ___________________________________________________________________
 PE0974  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 PE0974
 PE0974  VERT ORDER  -  THIRD
 PE0974
 PE0974.The horizontal coordinates were scaled from a topographic map and have
 PE0974.an estimated accuracy of +/- 6 seconds.
 PE0974
 PE0974.The orthometric height was computed from unverified reset data.
 PE0974.No vertical observational check was made to the station.
 PE0974
 PE0974.The geoid height was determined by GEOID03.
 PE0974
 PE0974;                    North         East    Units  Estimated Accuracy
 PE0974;SPC ME E     -    82,590.      242,650.      MT  (+/- 180 meters Scaled)
 PE0974
 PE0974                          SUPERSEDED SURVEY CONTROL
 PE0974
 PE0974  NGVD 29 (??/??/??)   70.04   (m)          229.8    (f) RESET       3  
 PE0974
 PE0974.Superseded values are not recommended for survey control.
 PE0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0974.See file dsdata.txt to determine how the superseded data were derived.
 PE0974
 PE0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK824171(NAD 83)
 PE0974_MARKER: DB = BENCH MARK DISK
 PE0974_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE0974_SP_SET: ABUTMENT
 PE0974_STAMPING: K 49 RESET 1950
 PE0974_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0974
 PE0974  HISTORY     - Date     Condition        Report By
 PE0974  HISTORY     - 1950     MONUMENTED       LOCENG
 PE0974
 PE0974                          STATION DESCRIPTION
 PE0974
 PE0974'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1950
 PE0974'0.2 MI W FROM NORTH SEARSMONT.
 PE0974'0.2 MILE WEST ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF THE
 PE0974'MORRILL ROAD AT NORTH SEARSMONT, WALDO COUNTY, AT A DAM ON
 PE0974'BARTLETT STREAM, AND IN THE TOP OF THE SOUTHEAST CORNER OF THE
 PE0974'EAST ABUTMENT OF THE FISHWAY.  A STANDARD DISK STAMPED K 49
 PE0974'RESET 1950.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0028 ***********************************************************************
 OC0028  DESIGNATION -  K 5
 OC0028  PID         -  OC0028
 OC0028  STATE/COUNTY-  ME/CUMBERLAND
 OC0028  USGS QUAD   -  PORTLAND WEST (1978)
 OC0028
 OC0028                         *CURRENT SURVEY CONTROL
 OC0028  ___________________________________________________________________
 OC0028* NAD 83(1986)-  43 41 24.     (N)    070 17 37.     (W)     SCALED    
 OC0028* NAVD 88     -        33.163  (meters)     108.80   (feet)  ADJUSTED  
 OC0028  ___________________________________________________________________
 OC0028  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 OC0028  DYNAMIC HT  -          33.159 (meters)     108.79  (feet)  COMP
 OC0028  MODELED GRAV-     980,495.1   (mgal)                       NAVD 88
 OC0028
 OC0028  VERT ORDER  -  FIRST     CLASS I
 OC0028
 OC0028.The horizontal coordinates were scaled from a topographic map and have
 OC0028.an estimated accuracy of +/- 6 seconds.
 OC0028
 OC0028.The orthometric height was determined by differential leveling
 OC0028.and adjusted by the National Geodetic Survey in June 1991..
 OC0028
 OC0028.The geoid height was determined by GEOID03.
 OC0028
 OC0028.The dynamic height is computed by dividing the NAVD 88
 OC0028.geopotential number by the normal gravity value computed on the
 OC0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0028.degrees latitude (g = 980.6199 gals.).
 OC0028
 OC0028.The modeled gravity was interpolated from observed gravity values.
 OC0028
 OC0028;                    North         East    Units  Estimated Accuracy
 OC0028;SPC ME W     -    95,180.      889,770.      MT  (+/- 180 meters Scaled)
 OC0028
 OC0028                          SUPERSEDED SURVEY CONTROL
 OC0028
 OC0028  NGVD 29 (??/??/92)   33.371  (m)          109.48   (f) ADJ UNCH    1 1
 OC0028
 OC0028.Superseded values are not recommended for survey control.
 OC0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0028.See file dsdata.txt to determine how the superseded data were derived.
 OC0028
 OC0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ957382(NAD 83)
 OC0028_MARKER: DD = SURVEY DISK
 OC0028_SETTING: 66 = SET IN ROCK OUTCROP
 OC0028_SP_SET: ROCK CUT
 OC0028_STAMPING: 110
 OC0028_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC0028+STABILITY: POSITION/ELEVATION WELL
 OC0028
 OC0028  HISTORY     - Date     Condition        Report By
 OC0028  HISTORY     - UNK      MONUMENTED       USGS
 OC0028  HISTORY     - 1966     GOOD             NGS
 OC0028  HISTORY     - 1968     GOOD             NGS
 OC0028  HISTORY     - 1976     GOOD             NGS
 OC0028  HISTORY     - 1988     POOR             USPSQD
 OC0028
 OC0028                          STATION DESCRIPTION
 OC0028
 OC0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 OC0028'2.6 MI NW FROM PORTLAND.
 OC0028'ABOUT 2.6 MILES NORTHWEST ALONG FOREST AVENUE FROM THE POST
 OC0028'OFFICE AT PORTLAND, ABOUT 0.2 MILE NORTHEAST OF THE ABANDONED
 OC0028'STATION AT DEERING JUNCTION, 161 FEET NORTH OF THE CENTER OF
 OC0028'THE CROSSING OF ALLEN AVENUE (STATE HIGHWAY 100), 23.5 FEET EAST
 OC0028'OF AND ACROSS A SIDETRACK FROM THE EAST RAIL OF THE EAST MAIN
 OC0028'TRACK, SET VERTICALLY IN THE WEST FACE OF A ROCK CUT, 22 FEET
 OC0028'NORTH OF THE SOUTH END OF THE CUT AND ABOUT 2 FEET ABOVE THE
 OC0028'LEVEL OF THE TRACK.  NOTE-- THE PREVIOUS DESCRIPTION HAD THE MARK
 OC0028'AS BEING STAMPED 110 K 5 WHICH WAS IN ERROR, THE CORRECT STAMPING
 OC0028'IS AS SHOWN ABOVE.
 OC0028
 OC0028                          STATION RECOVERY (1968)
 OC0028
 OC0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 OC0028'RECOVERED IN GOOD CONDITION.
 OC0028
 OC0028                          STATION RECOVERY (1976)
 OC0028
 OC0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0028'RECOVERED IN GOOD CONDITION.
 OC0028
 OC0028                          STATION RECOVERY (1988)
 OC0028
 OC0028'RECOVERY NOTE BY US POWER SQUADRON 1988 (DWH)
 OC0028'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0671 ***********************************************************************
 PE0671  DESIGNATION -  K 5
 PE0671  PID         -  PE0671
 PE0671  STATE/COUNTY-  ME/KENNEBEC
 PE0671  USGS QUAD   -  BURNHAM (1982)
 PE0671
 PE0671                         *CURRENT SURVEY CONTROL
 PE0671  ___________________________________________________________________
 PE0671* NAD 83(1986)-  44 39 39.     (N)    069 28 03.     (W)     SCALED    
 PE0671* NAVD 88     -        57.805  (meters)     189.65   (feet)  ADJUSTED  
 PE0671  ___________________________________________________________________
 PE0671  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 PE0671  DYNAMIC HT  -          57.802 (meters)     189.64  (feet)  COMP
 PE0671  MODELED GRAV-     980,565.4   (mgal)                       NAVD 88
 PE0671  OBS GRAVITY -     980,563.9   (mgal)                       GRAV_OBS
 PE0671
 PE0671  VERT ORDER  -  FIRST     CLASS I
 PE0671
 PE0671.The horizontal coordinates were scaled from a topographic map and have
 PE0671.an estimated accuracy of +/- 6 seconds.
 PE0671
 PE0671.The orthometric height was determined by differential leveling
 PE0671.and adjusted by the National Geodetic Survey in June 1991..
 PE0671.WARNING-Repeat measurements at this control monument indicate possible
 PE0671.vertical movement.
 PE0671
 PE0671.The geoid height was determined by GEOID03.
 PE0671
 PE0671.The dynamic height is computed by dividing the NAVD 88
 PE0671.geopotential number by the normal gravity value computed on the
 PE0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0671.degrees latitude (g = 980.6199 gals.).
 PE0671
 PE0671.The modeled gravity was interpolated from observed gravity values.
 PE0671.The observed gravity was obtained from relative gravimeter ties
 PE0671.to the IGSN71 gravity network.
 PE0671
 PE0671;                    North         East    Units  Estimated Accuracy
 PE0671;SPC ME W     -   203,280.      955,450.      MT  (+/- 180 meters Scaled)
 PE0671
 PE0671                          SUPERSEDED SURVEY CONTROL
 PE0671
 PE0671  NGVD 29 (??/??/92)   58.008  (m)          190.31   (f) ADJ UNCH    1 1
 PE0671
 PE0671.Superseded values are not recommended for survey control.
 PE0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0671.See file dsdata.txt to determine how the superseded data were derived.
 PE0671
 PE0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK629453(NAD 83)
 PE0671_MARKER: DD = SURVEY DISK
 PE0671_SETTING: 66 = SET IN ROCK OUTCROP
 PE0671_SP_SET: ROCK OUTCROP
 PE0671_STAMPING: K 5 ME 1923 190.426
 PE0671_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0671+STABILITY: POSITION/ELEVATION WELL
 PE0671
 PE0671  HISTORY     - Date     Condition        Report By
 PE0671  HISTORY     - 1923     MONUMENTED       USGS
 PE0671  HISTORY     - 1966     GOOD             NGS
 PE0671  HISTORY     - 1986     GOOD             USPSQD
 PE0671
 PE0671                          STATION DESCRIPTION
 PE0671
 PE0671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0671'3.4 MI NE FROM CLINTON.
 PE0671'0.2 MILE SOUTH ALONG RAILROAD STREET FROM THE MAINE CENTRAL
 PE0671'RAILROAD STATION AT CLINTON, THENCE ABOUT 2.9 MILES NORTHEAST
 PE0671'ALONG STATE HIGHWAY 100 AND 11, THENCE ABOUT 0.4 MILE NORTHWEST
 PE0671'ALONG A GRADED ROAD, THENCE ABOUT 0.15 MILE SOUTHWEST ALONG
 PE0671'THE MAINE CENTRAL RAILROAD, ALSO 2.5 MILES NORTHEAST ALONG
 PE0671'THE MAINE CENTRAL RAILROAD FROM THE STATION AT CLINTON, IN THE
 PE0671'TOP OF A 6-BY-6-FOOT ROCK OUTCROP WHICH IS NEAR THE NORTHEAST
 PE0671'END OF A SMALL DIRT CUT, 51.0 FEET SOUTHEAST OF THE SOUTHEAST
 PE0671'RAIL OF THE MAIN TRACK, 7.5 FEET SOUTHEAST OF A RIGHT-OF-WAY
 PE0671'FENCE, 11 FEET SOUTHWEST OF THE CENTER LINE OF A ABANDONED ROAD,
 PE0671'1.5 FEET NORTHEAST OF THE SOUTHWEST END OF THE ROCK, AND ABOUT
 PE0671'4 FEET BELOW THE LEVEL OF THE TRACK.
 PE0671
 PE0671                          STATION RECOVERY (1986)
 PE0671
 PE0671'RECOVERY NOTE BY US POWER SQUADRON 1986 (ELG)
 PE0671'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0001 ***********************************************************************
 RG0001  DESIGNATION -  K 5
 RG0001  PID         -  RG0001
 RG0001  STATE/COUNTY-  ME/SOMERSET
 RG0001  USGS QUAD   -  HARDWOOD MOUNTAIN SW (1989)
 RG0001
 RG0001                         *CURRENT SURVEY CONTROL
 RG0001  ___________________________________________________________________
 RG0001* NAD 83(1986)-  46 29 42.     (N)    070 11 26.     (W)     SCALED    
 RG0001* NAVD 88     -       360.684  (meters)    1183.34   (feet)  ADJUSTED  
 RG0001  ___________________________________________________________________
 RG0001  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 RG0001  DYNAMIC HT  -         360.690 (meters)    1183.36  (feet)  COMP
 RG0001  MODELED GRAV-     980,620.9   (mgal)                       NAVD 88
 RG0001
 RG0001  VERT ORDER  -  SECOND    CLASS 0
 RG0001
 RG0001.The horizontal coordinates were scaled from a topographic map and have
 RG0001.an estimated accuracy of +/- 6 seconds.
 RG0001
 RG0001.The orthometric height was determined by differential leveling
 RG0001.and adjusted by the National Geodetic Survey in June 1991..
 RG0001
 RG0001.The geoid height was determined by GEOID03.
 RG0001
 RG0001.The dynamic height is computed by dividing the NAVD 88
 RG0001.geopotential number by the normal gravity value computed on the
 RG0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RG0001.degrees latitude (g = 980.6199 gals.).
 RG0001
 RG0001.The modeled gravity was interpolated from observed gravity values.
 RG0001
 RG0001;                    North         East    Units  Estimated Accuracy
 RG0001;SPC ME W     -   406,890.      898,170.      MT  (+/- 180 meters Scaled)
 RG0001
 RG0001                          SUPERSEDED SURVEY CONTROL
 RG0001
 RG0001  NGVD 29 (??/??/92)  360.853  (m)         1183.90   (f) ADJ UNCH    2 0
 RG0001
 RG0001.Superseded values are not recommended for survey control.
 RG0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0001.See file dsdata.txt to determine how the superseded data were derived.
 RG0001
 RG0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM086497(NAD 83)
 RG0001_MARKER: DB = BENCH MARK DISK
 RG0001_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RG0001_SP_SET: CULVERT
 RG0001_STAMPING: K 5 1953
 RG0001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0001
 RG0001  HISTORY     - Date     Condition        Report By
 RG0001  HISTORY     - 1953     MONUMENTED       CGS
 RG0001
 RG0001                          STATION DESCRIPTION
 RG0001
 RG0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RG0001'0.8 MI NE FROM STE CAMILLE.
 RG0001'0.75 MILE NORTHEAST ALONG THE QUEBEC RAILWAY FROM THE STATION
 RG0001'AT STE CAMILLE, 2 1/2 POLES SOUTH OF MILE POST 61, IN THE TOP
 RG0001'OF THE NORTH END OF 20-FOOT CONCRETE HEAD WALL OF A 5-FOOT
 RG0001'CONCRETE BOX CULVERT, 11 1/2 FEET WEST OF WEST RAIL AND ABOUT
 RG0001'3 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1002 ***********************************************************************
 PE1002  DESIGNATION -  K 50
 PE1002  PID         -  PE1002
 PE1002  STATE/COUNTY-  ME/WALDO
 PE1002  USGS QUAD   -  LIBERTY (1979)
 PE1002
 PE1002                         *CURRENT SURVEY CONTROL
 PE1002  ___________________________________________________________________
 PE1002* NAD 83(1986)-  44 23 48.     (N)    069 16 47.     (W)     SCALED    
 PE1002* NAVD 88     -        93.490  (meters)     306.73   (feet)  ADJUSTED  
 PE1002  ___________________________________________________________________
 PE1002  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 PE1002  DYNAMIC HT  -          93.482 (meters)     306.70  (feet)  COMP
 PE1002  MODELED GRAV-     980,527.9   (mgal)                       NAVD 88
 PE1002
 PE1002  VERT ORDER  -  SECOND    CLASS 0
 PE1002
 PE1002.The horizontal coordinates were scaled from a topographic map and have
 PE1002.an estimated accuracy of +/- 6 seconds.
 PE1002
 PE1002.The orthometric height was determined by differential leveling
 PE1002.and adjusted by the National Geodetic Survey in June 1991..
 PE1002
 PE1002.The geoid height was determined by GEOID03.
 PE1002
 PE1002.The dynamic height is computed by dividing the NAVD 88
 PE1002.geopotential number by the normal gravity value computed on the
 PE1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1002.degrees latitude (g = 980.6199 gals.).
 PE1002
 PE1002.The modeled gravity was interpolated from observed gravity values.
 PE1002
 PE1002;                    North         East    Units  Estimated Accuracy
 PE1002;SPC ME E     -    81,400.      237,890.      MT  (+/- 180 meters Scaled)
 PE1002
 PE1002                          SUPERSEDED SURVEY CONTROL
 PE1002
 PE1002  NGVD 29 (??/??/92)   93.705  (m)          307.43   (f) ADJ UNCH    2 0
 PE1002
 PE1002.Superseded values are not recommended for survey control.
 PE1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1002.See file dsdata.txt to determine how the superseded data were derived.
 PE1002
 PE1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK777159(NAD 83)
 PE1002_MARKER: DB = BENCH MARK DISK
 PE1002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1002_STAMPING: K 50 1935
 PE1002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1002+STABILITY: SURFACE MOTION
 PE1002
 PE1002  HISTORY     - Date     Condition        Report By
 PE1002  HISTORY     - 1935     MONUMENTED       CGS
 PE1002
 PE1002                          STATION DESCRIPTION
 PE1002
 PE1002'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE1002'1.8 MI E FROM LIBERTY.
 PE1002'1.8 MILES EAST ALONG STATE HIGHWAY 3 FROM THE INTERSECTION OF
 PE1002'STATE HIGHWAY 220 AT LIBERTY, WALDO COUNTY, 0.3 MILE EAST OF THE
 PE1002'TYDOL OIL STATION OF THE WILLIAMS AUTO SERVICE, 92.5 FEET WEST
 PE1002'OF THE SOUTH END OF A 30 INCH DRAIN CULVERT, 33 FEET SOUTH OF
 PE1002'THE CENTERLINE OF THE HIGHWAY, AND 16 FEET SOUTHEAST OF A LARGE
 PE1002'TREE STUMP.  A STANDARD DISK, STAMPED K 50 1935 AND SET IN THE
 PE1002'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1038 ***********************************************************************
 PE1038  DESIGNATION -  K 52
 PE1038  PID         -  PE1038
 PE1038  STATE/COUNTY-  ME/LINCOLN
 PE1038  USGS QUAD   -  RAZORVILLE (1979)
 PE1038
 PE1038                         *CURRENT SURVEY CONTROL
 PE1038  ___________________________________________________________________
 PE1038* NAD 83(1986)-  44 15 30.     (N)    069 28 12.     (W)     SCALED    
 PE1038* NAVD 88     -       100.712  (meters)     330.42   (feet)  ADJUSTED  
 PE1038  ___________________________________________________________________
 PE1038  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 PE1038  DYNAMIC HT  -         100.702 (meters)     330.39  (feet)  COMP
 PE1038  MODELED GRAV-     980,522.0   (mgal)                       NAVD 88
 PE1038
 PE1038  VERT ORDER  -  SECOND    CLASS 0
 PE1038
 PE1038.The horizontal coordinates were scaled from a topographic map and have
 PE1038.an estimated accuracy of +/- 6 seconds.
 PE1038
 PE1038.The orthometric height was determined by differential leveling
 PE1038.and adjusted by the National Geodetic Survey in June 1991..
 PE1038
 PE1038.The geoid height was determined by GEOID03.
 PE1038
 PE1038.The dynamic height is computed by dividing the NAVD 88
 PE1038.geopotential number by the normal gravity value computed on the
 PE1038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1038.degrees latitude (g = 980.6199 gals.).
 PE1038
 PE1038.The modeled gravity was interpolated from observed gravity values.
 PE1038
 PE1038;                    North         East    Units  Estimated Accuracy
 PE1038;SPC ME W     -   158,550.      955,630.      MT  (+/- 180 meters Scaled)
 PE1038
 PE1038                          SUPERSEDED SURVEY CONTROL
 PE1038
 PE1038  NGVD 29 (??/??/92)  100.922  (m)          331.11   (f) ADJ UNCH    2 0
 PE1038
 PE1038.Superseded values are not recommended for survey control.
 PE1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1038.See file dsdata.txt to determine how the superseded data were derived.
 PE1038
 PE1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK624006(NAD 83)
 PE1038_MARKER: DB = BENCH MARK DISK
 PE1038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1038_STAMPING: K 52 1935
 PE1038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1038+STABILITY: SURFACE MOTION
 PE1038
 PE1038  HISTORY     - Date     Condition        Report By
 PE1038  HISTORY     - 1935     MONUMENTED       CGS
 PE1038
 PE1038                          STATION DESCRIPTION
 PE1038
 PE1038'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE1038'4.4 MI E FROM COOPERS MILLS.
 PE1038'4.4 MILES EAST ALONG STATE HIGHWAY 17 FROM THE POST OFFICE AT
 PE1038'COOPERS MILLS, LINCOLN COUNTY, 3 POLES NORTHEAST OF THE NORTHEAST
 PE1038'END OF A CURVE, ON THE SOUTHWEST SLOPE OF A HILL, 58 FEET
 PE1038'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AT THE NORTHEAST END
 PE1038'OF A 5-FOOT CUT, 25 FEET NORTHEAST OF A LARGE TREE, AND 19.5 FEET
 PE1038'NORTH OF POLE 703.  A STANDARD DISK, STAMPED K 52 1935 AND SET
 PE1038'IN THE TOP OF A CONCRETE POST PROJECTING 1/2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0080 ***********************************************************************
 RE0080  DESIGNATION -  K 55
 RE0080  PID         -  RE0080
 RE0080  STATE/COUNTY-  ME/AROOSTOOK
 RE0080  USGS QUAD   -  LIMESTONE (1978)
 RE0080
 RE0080                         *CURRENT SURVEY CONTROL
 RE0080  ___________________________________________________________________
 RE0080* NAD 83(1986)-  46 54 40.     (N)    067 49 34.     (W)     SCALED    
 RE0080* NAVD 88     -       187.778  (meters)     616.07   (feet)  ADJUSTED  
 RE0080  ___________________________________________________________________
 RE0080  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 RE0080  DYNAMIC HT  -         187.800 (meters)     616.14  (feet)  COMP
 RE0080  MODELED GRAV-     980,728.2   (mgal)                       NAVD 88
 RE0080
 RE0080  VERT ORDER  -  SECOND    CLASS 0
 RE0080
 RE0080.The horizontal coordinates were scaled from a topographic map and have
 RE0080.an estimated accuracy of +/- 6 seconds.
 RE0080
 RE0080.The orthometric height was determined by differential leveling
 RE0080.and adjusted by the National Geodetic Survey in June 1991..
 RE0080
 RE0080.The geoid height was determined by GEOID03.
 RE0080
 RE0080.The dynamic height is computed by dividing the NAVD 88
 RE0080.geopotential number by the normal gravity value computed on the
 RE0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0080.degrees latitude (g = 980.6199 gals.).
 RE0080
 RE0080.The modeled gravity was interpolated from observed gravity values.
 RE0080
 RE0080;                    North         East    Units  Estimated Accuracy
 RE0080;SPC ME E     -   360,760.      351,330.      MT  (+/- 180 meters Scaled)
 RE0080
 RE0080                          SUPERSEDED SURVEY CONTROL
 RE0080
 RE0080  NGVD 29 (??/??/92)  187.984  (m)          616.74   (f) ADJ UNCH    2 0
 RE0080
 RE0080.Superseded values are not recommended for survey control.
 RE0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0080.See file dsdata.txt to determine how the superseded data were derived.
 RE0080
 RE0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM893959(NAD 83)
 RE0080_MARKER: DB = BENCH MARK DISK
 RE0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RE0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RE0080_STAMPING: K 55 1935
 RE0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RE0080+STABILITY: SURFACE MOTION
 RE0080
 RE0080  HISTORY     - Date     Condition        Report By
 RE0080  HISTORY     - 1935     MONUMENTED       CGS
 RE0080  HISTORY     - 1951     MARK NOT FOUND   NGS
 RE0080
 RE0080                          STATION DESCRIPTION
 RE0080
 RE0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RE0080'AT LIMESTONE.
 RE0080'AT LIMESTONE, AROOSTOOK COUNTY, ON STATE HIGHWAY 165, AT THE GRADE
 RE0080'SCHOOL, 165 FEET EAST OF THE EAST FACE OF THE BUILDING, 30
 RE0080'FEET SOUTH OF THE CENTER LINE OF THE DRIVEWAY TO THE BUILDING,
 RE0080'29 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND 29 FEET
 RE0080'SOUTHEAST OF A POLE.  A STANDARD DISK, STAMPED K 55 1935 AND SET
 RE0080'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 RE0080
 RE0080                          STATION RECOVERY (1951)
 RE0080
 RE0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 RE0080'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0031 ***********************************************************************
 SF0031  DESIGNATION -  K 56
 SF0031  PID         -  SF0031
 SF0031  STATE/COUNTY-  ME/AROOSTOOK
 SF0031  USGS QUAD   -  PICARD BROOK (1986)
 SF0031
 SF0031                         *CURRENT SURVEY CONTROL
 SF0031  ___________________________________________________________________
 SF0031* NAD 83(1986)-  47 01 52.     (N)    068 06 20.     (W)     SCALED    
 SF0031* NAVD 88     -       218.839  (meters)     717.97   (feet)  ADJUSTED  
 SF0031  ___________________________________________________________________
 SF0031  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 SF0031  DYNAMIC HT  -         218.865 (meters)     718.06  (feet)  COMP
 SF0031  MODELED GRAV-     980,729.7   (mgal)                       NAVD 88
 SF0031
 SF0031  VERT ORDER  -  SECOND    CLASS 0
 SF0031
 SF0031.The horizontal coordinates were scaled from a topographic map and have
 SF0031.an estimated accuracy of +/- 6 seconds.
 SF0031
 SF0031.The orthometric height was determined by differential leveling
 SF0031.and adjusted by the National Geodetic Survey in June 1991..
 SF0031
 SF0031.The geoid height was determined by GEOID03.
 SF0031
 SF0031.The dynamic height is computed by dividing the NAVD 88
 SF0031.geopotential number by the normal gravity value computed on the
 SF0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0031.degrees latitude (g = 980.6199 gals.).
 SF0031
 SF0031.The modeled gravity was interpolated from observed gravity values.
 SF0031
 SF0031;                    North         East    Units  Estimated Accuracy
 SF0031;SPC ME E     -   373,960.      329,980.      MT  (+/- 180 meters Scaled)
 SF0031
 SF0031                          SUPERSEDED SURVEY CONTROL
 SF0031
 SF0031  NGVD 29 (??/??/92)  219.017  (m)          718.56   (f) ADJ UNCH    2 0
 SF0031
 SF0031.Superseded values are not recommended for survey control.
 SF0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0031.See file dsdata.txt to determine how the superseded data were derived.
 SF0031
 SF0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN679090(NAD 83)
 SF0031_MARKER: DB = BENCH MARK DISK
 SF0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SF0031_STAMPING: K 56 1935
 SF0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF0031+STABILITY: SURFACE MOTION
 SF0031
 SF0031  HISTORY     - Date     Condition        Report By
 SF0031  HISTORY     - 1935     MONUMENTED       CGS
 SF0031  HISTORY     - 1952     MARK NOT FOUND   NGS
 SF0031
 SF0031                          STATION DESCRIPTION
 SF0031
 SF0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SF0031'1.8 MI SE FROM STOCKHOLM.
 SF0031'1.8 MILES SOUTHEAST ALONG THE ACADIA ROAD FROM THE CROSSING OF
 SF0031'MAIN STREET AND THE BANGOR AND AROOSTOOK RAILROAD AT STOCKHOLM,
 SF0031'AROOSTOOK COUNTY, 0.9 MILE NORTHWEST OF THE NEW SWEDEN-STOCKHOLM
 SF0031'TOWN-LINE SIGN, AT THE CREST OF A HILL, AND 29 FEET SOUTHWEST OF
 SF0031'THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED K 56 1935
 SF0031'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE
 SF0031'GROUND.
 SF0031
 SF0031                          STATION RECOVERY (1952)
 SF0031
 SF0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 SF0031'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0036 ***********************************************************************
 RF0036  DESIGNATION -  K 57
 RF0036  PID         -  RF0036
 RF0036  STATE/COUNTY-  ME/AROOSTOOK
 RF0036  USGS QUAD   -  CARIBOU (1984)
 RF0036
 RF0036                         *CURRENT SURVEY CONTROL
 RF0036  ___________________________________________________________________
 RF0036* NAD 83(1986)-  46 50 19.     (N)    068 04 19.     (W)     SCALED    
 RF0036* NAVD 88     -       163.518  (meters)     536.48   (feet)  ADJUSTED  
 RF0036  ___________________________________________________________________
 RF0036  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 RF0036  DYNAMIC HT  -         163.536 (meters)     536.53  (feet)  COMP
 RF0036  MODELED GRAV-     980,724.3   (mgal)                       NAVD 88
 RF0036
 RF0036  VERT ORDER  -  SECOND    CLASS 0
 RF0036
 RF0036.The horizontal coordinates were scaled from a topographic map and have
 RF0036.an estimated accuracy of +/- 6 seconds.
 RF0036
 RF0036.The orthometric height was determined by differential leveling
 RF0036.and adjusted by the National Geodetic Survey in June 1991..
 RF0036
 RF0036.The geoid height was determined by GEOID03.
 RF0036
 RF0036.The dynamic height is computed by dividing the NAVD 88
 RF0036.geopotential number by the normal gravity value computed on the
 RF0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0036.degrees latitude (g = 980.6199 gals.).
 RF0036
 RF0036.The modeled gravity was interpolated from observed gravity values.
 RF0036
 RF0036;                    North         East    Units  Estimated Accuracy
 RF0036;SPC ME E     -   352,570.      332,650.      MT  (+/- 180 meters Scaled)
 RF0036
 RF0036                          SUPERSEDED SURVEY CONTROL
 RF0036
 RF0036  NGVD 29 (??/??/92)  163.700  (m)          537.07   (f) ADJ UNCH    2 0
 RF0036
 RF0036.Superseded values are not recommended for survey control.
 RF0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0036.See file dsdata.txt to determine how the superseded data were derived.
 RF0036
 RF0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM707876(NAD 83)
 RF0036_MARKER: DB = BENCH MARK DISK
 RF0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RF0036_STAMPING: K 57 1935
 RF0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0036+STABILITY: SURFACE MOTION
 RF0036
 RF0036  HISTORY     - Date     Condition        Report By
 RF0036  HISTORY     - 1935     MONUMENTED       CGS
 RF0036  HISTORY     - 1952     POOR             USGS
 RF0036
 RF0036                          STATION DESCRIPTION
 RF0036
 RF0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RF0036'3.4 MI SW FROM CARIBOU.
 RF0036'ABOUT 3.4 MILES SOUTHWEST ALONG THE WASHBURN ROAD FROM THE POST
 RF0036'OFFICE AT CARIBOU, AROOSTOOK COUNTY, ABOUT 175 YARDS SOUTHWEST
 RF0036'OF THE CENTER OF THE INTERSECTION OF THE AROOSTOOK VALLEY
 RF0036'RAILROAD AT JACOBS, 42 FEET SOUTH OF THE CENTER LINE OF THE
 RF0036'PERHAM ROAD, 21 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 RF0036'AND 3.2 FEET NORTH OF POLE 726.  A STANDARD DISK, STAMPED K 57
 RF0036'1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1/2
 RF0036'FOOT ABOVE GROUND.
 RF0036
 RF0036                          STATION RECOVERY (1952)
 RF0036
 RF0036'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 RF0036'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0050 ***********************************************************************
 RE0050  DESIGNATION -  K 58
 RE0050  PID         -  RE0050
 RE0050  STATE/COUNTY-  ME/AROOSTOOK
 RE0050  USGS QUAD   -  LINNEUS (1984)
 RE0050
 RE0050                         *CURRENT SURVEY CONTROL
 RE0050  ___________________________________________________________________
 RE0050* NAD 83(1986)-  46 02 24.     (N)    067 58 50.     (W)     SCALED    
 RE0050* NAVD 88     -       192.720  (meters)     632.28   (feet)  ADJUSTED  
 RE0050  ___________________________________________________________________
 RE0050  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 RE0050  DYNAMIC HT  -         192.727 (meters)     632.31  (feet)  COMP
 RE0050  MODELED GRAV-     980,647.3   (mgal)                       NAVD 88
 RE0050
 RE0050  VERT ORDER  -  SECOND    CLASS 0
 RE0050
 RE0050.The horizontal coordinates were scaled from a topographic map and have
 RE0050.an estimated accuracy of +/- 6 seconds.
 RE0050
 RE0050.The orthometric height was determined by differential leveling
 RE0050.and adjusted by the National Geodetic Survey in June 1991..
 RE0050
 RE0050.The geoid height was determined by GEOID03.
 RE0050
 RE0050.The dynamic height is computed by dividing the NAVD 88
 RE0050.geopotential number by the normal gravity value computed on the
 RE0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0050.degrees latitude (g = 980.6199 gals.).
 RE0050
 RE0050.The modeled gravity was interpolated from observed gravity values.
 RE0050
 RE0050;                    North         East    Units  Estimated Accuracy
 RE0050;SPC ME E     -   263,850.      340,210.      MT  (+/- 180 meters Scaled)
 RE0050
 RE0050                          SUPERSEDED SURVEY CONTROL
 RE0050
 RE0050  NGVD 29 (??/??/92)  192.905  (m)          632.89   (f) ADJ UNCH    2 0
 RE0050
 RE0050.Superseded values are not recommended for survey control.
 RE0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0050.See file dsdata.txt to determine how the superseded data were derived.
 RE0050
 RE0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL788989(NAD 83)
 RE0050_MARKER: DB = BENCH MARK DISK
 RE0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RE0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RE0050_STAMPING: K 58 1935
 RE0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RE0050+STABILITY: SURFACE MOTION
 RE0050
 RE0050  HISTORY     - Date     Condition        Report By
 RE0050  HISTORY     - 1935     MONUMENTED       CGS
 RE0050
 RE0050                          STATION DESCRIPTION
 RE0050
 RE0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RE0050'1 MI W FROM LINNEUS.
 RE0050'1.0 MILE WEST ALONG THE NEW LIMERICK ROAD FROM THE JUNCTION OF
 RE0050'U.S. HIGHWAY 2A AT LINNEUS, AROOSTOOK COUNTY, ON THE SOUTH
 RE0050'PROLONGATION OF THE CENTERLINE OF A SIDE ROAD LEADING NORTH,
 RE0050'23 FEET SOUTHWEST OF THE CENTERLINE OF NEW LIMERICK ROAD, AND
 RE0050'5.6 FEET SOUTHEAST OF A TELEPHONE POLE.  A STANDARD DISK,
 RE0050'STAMPED K 58 1935 AND SET IN THE TOP OF A CONCRETE POST
 RE0050'PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0676 ***********************************************************************
 PE0676  DESIGNATION -  K 6
 PE0676  PID         -  PE0676
 PE0676  STATE/COUNTY-  ME/WALDO
 PE0676  USGS QUAD   -  BURNHAM (1982)
 PE0676
 PE0676                         *CURRENT SURVEY CONTROL
 PE0676  ___________________________________________________________________
 PE0676* NAD 83(1986)-  44 41 22.     (N)    069 25 59.     (W)     SCALED    
 PE0676* NAVD 88     -        48.823  (meters)     160.18   (feet)  ADJUSTED  
 PE0676  ___________________________________________________________________
 PE0676  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 PE0676  DYNAMIC HT  -          48.821 (meters)     160.17  (feet)  COMP
 PE0676  MODELED GRAV-     980,567.0   (mgal)                       NAVD 88
 PE0676
 PE0676  VERT ORDER  -  FIRST     CLASS I
 PE0676
 PE0676.The horizontal coordinates were scaled from a topographic map and have
 PE0676.an estimated accuracy of +/- 6 seconds.
 PE0676
 PE0676.The orthometric height was determined by differential leveling
 PE0676.and adjusted by the National Geodetic Survey in June 1991..
 PE0676.WARNING-Repeat measurements at this control monument indicate possible
 PE0676.vertical movement.
 PE0676
 PE0676.The geoid height was determined by GEOID03.
 PE0676
 PE0676.The dynamic height is computed by dividing the NAVD 88
 PE0676.geopotential number by the normal gravity value computed on the
 PE0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0676.degrees latitude (g = 980.6199 gals.).
 PE0676
 PE0676.The modeled gravity was interpolated from observed gravity values.
 PE0676
 PE0676;                    North         East    Units  Estimated Accuracy
 PE0676;SPC ME E     -   114,060.      226,040.      MT  (+/- 180 meters Scaled)
 PE0676
 PE0676                          SUPERSEDED SURVEY CONTROL
 PE0676
 PE0676  NGVD 29 (??/??/92)   49.030  (m)          160.86   (f) ADJ UNCH    1 1
 PE0676
 PE0676.Superseded values are not recommended for survey control.
 PE0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0676.See file dsdata.txt to determine how the superseded data were derived.
 PE0676
 PE0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK656485(NAD 83)
 PE0676_MARKER: DD = SURVEY DISK
 PE0676_SETTING: 80 = SET IN A BOULDER
 PE0676_SP_SET: BOULDER
 PE0676_STAMPING: K 6 1923 ME 160.925
 PE0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0676+STABILITY: SURFACE MOTION
 PE0676
 PE0676  HISTORY     - Date     Condition        Report By
 PE0676  HISTORY     - 1923     MONUMENTED       USGS
 PE0676  HISTORY     - 1966     GOOD             NGS
 PE0676  HISTORY     - 1985     GOOD             USPSQD
 PE0676
 PE0676                          STATION DESCRIPTION
 PE0676
 PE0676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0676'AT BURNHAM.
 PE0676'AT BURNHAM, 9 1/2 RAILS SOUTHWEST ALONG THE MAINE CENTRAL RAILROAD
 PE0676'FROM THE STATION, ABOUT 0.25 MILE NORTHEAST OF MILEPOST P95/V156,
 PE0676'ABOUT 40 YARDS NORTHWEST OF THE CROSSING OF STATE HIGHWAYS 100
 PE0676'AND 11, 104 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN
 PE0676'TRACK, IN THE TOP OF A 3-BY-6-FOOT EMBEDDED BOULDER THAT PROJECTS
 PE0676'2 1/2 FEET, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK.
 PE0676
 PE0676                          STATION RECOVERY (1985)
 PE0676
 PE0676'RECOVERY NOTE BY US POWER SQUADRON 1985
 PE0676'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0167 ***********************************************************************
 QF0167  DESIGNATION -  K 60
 QF0167  PID         -  QF0167
 QF0167  STATE/COUNTY-  ME/AROOSTOOK
 QF0167  USGS QUAD   -  HAYNESVILLE (1989)
 QF0167
 QF0167                         *CURRENT SURVEY CONTROL
 QF0167  ___________________________________________________________________
 QF0167* NAD 83(1986)-  45 45 13.     (N)    067 53 35.     (W)     SCALED    
 QF0167* NAVD 88     -       160.857  (meters)     527.75   (feet)  ADJUSTED  
 QF0167  ___________________________________________________________________
 QF0167  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 QF0167  DYNAMIC HT  -         160.860 (meters)     527.75  (feet)  COMP
 QF0167  MODELED GRAV-     980,630.3   (mgal)                       NAVD 88
 QF0167
 QF0167  VERT ORDER  -  SECOND    CLASS 0
 QF0167
 QF0167.The horizontal coordinates were scaled from a topographic map and have
 QF0167.an estimated accuracy of +/- 6 seconds.
 QF0167
 QF0167.The orthometric height was determined by differential leveling
 QF0167.and adjusted by the National Geodetic Survey in June 1991..
 QF0167
 QF0167.The geoid height was determined by GEOID03.
 QF0167
 QF0167.The dynamic height is computed by dividing the NAVD 88
 QF0167.geopotential number by the normal gravity value computed on the
 QF0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0167.degrees latitude (g = 980.6199 gals.).
 QF0167
 QF0167.The modeled gravity was interpolated from observed gravity values.
 QF0167
 QF0167;                    North         East    Units  Estimated Accuracy
 QF0167;SPC ME E     -   232,070.      347,220.      MT  (+/- 180 meters Scaled)
 QF0167
 QF0167                          SUPERSEDED SURVEY CONTROL
 QF0167
 QF0167  NGVD 29 (??/??/92)  161.021  (m)          528.28   (f) ADJ UNCH    2 0
 QF0167
 QF0167.Superseded values are not recommended for survey control.
 QF0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0167.See file dsdata.txt to determine how the superseded data were derived.
 QF0167
 QF0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL860672(NAD 83)
 QF0167_MARKER: DB = BENCH MARK DISK
 QF0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QF0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QF0167_STAMPING: K 60 1935
 QF0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0167+STABILITY: SURFACE MOTION
 QF0167
 QF0167  HISTORY     - Date     Condition        Report By
 QF0167  HISTORY     - 1935     MONUMENTED       CGS
 QF0167  HISTORY     - 19850522 MARK NOT FOUND   USPSQD
 QF0167
 QF0167                          STATION DESCRIPTION
 QF0167
 QF0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QF0167'2.2 MI NW FROM WESTON.
 QF0167'2.2 MILES NORTHWEST ALONG THE HAYNESVILLE ROAD FROM THE JUNCTION
 QF0167'OF U.S. HIGHWAY 1 AT WESTON, AROOSTOOK COUNTY, 40 YARDS NORTH OF
 QF0167'A SMALL RAVINE, AT THE TOP OF A HILL, 23 FEET WEST OF THE CENTERLINE
 QF0167'OF THE ROAD, AND OPPOSITE THE FOUNDATION OF AN OLD HOUSE.  A
 QF0167'STANDARD DISK, STAMPED K 60 1935 AND SET IN THE TOP OF A CONCRETE
 QF0167'POST PROJECTING 8 INCHES ABOVE GROUND.
 QF0167
 QF0167                          STATION RECOVERY (1985)
 QF0167
 QF0167'RECOVERY NOTE BY US POWER SQUADRON 1985 (WRM)
 QF0167'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0037 ***********************************************************************
 QG0037  DESIGNATION -  K 61
 QG0037  PID         -  QG0037
 QG0037  STATE/COUNTY-  ME/AROOSTOOK
 QG0037  USGS QUAD   -  MONARDA (1989)
 QG0037
 QG0037                         *CURRENT SURVEY CONTROL
 QG0037  ___________________________________________________________________
 QG0037* NAD 83(1986)-  45 49 31.     (N)    068 19 30.     (W)     SCALED    
 QG0037* NAVD 88     -       194.908  (meters)     639.46   (feet)  ADJUSTED  
 QG0037  ___________________________________________________________________
 QG0037  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 QG0037  DYNAMIC HT  -         194.913 (meters)     639.48  (feet)  COMP
 QG0037  MODELED GRAV-     980,634.9   (mgal)                       NAVD 88
 QG0037
 QG0037  VERT ORDER  -  SECOND    CLASS 0
 QG0037
 QG0037.The horizontal coordinates were scaled from a topographic map and have
 QG0037.an estimated accuracy of +/- 6 seconds.
 QG0037
 QG0037.The orthometric height was determined by differential leveling
 QG0037.and adjusted by the National Geodetic Survey in June 1991..
 QG0037
 QG0037.The geoid height was determined by GEOID03.
 QG0037
 QG0037.The dynamic height is computed by dividing the NAVD 88
 QG0037.geopotential number by the normal gravity value computed on the
 QG0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0037.degrees latitude (g = 980.6199 gals.).
 QG0037
 QG0037.The modeled gravity was interpolated from observed gravity values.
 QG0037
 QG0037;                    North         East    Units  Estimated Accuracy
 QG0037;SPC ME E     -   239,870.      313,600.      MT  (+/- 180 meters Scaled)
 QG0037
 QG0037                          SUPERSEDED SURVEY CONTROL
 QG0037
 QG0037  NGVD 29 (??/??/92)  195.076  (m)          640.01   (f) ADJ UNCH    2 0
 QG0037
 QG0037.Superseded values are not recommended for survey control.
 QG0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0037.See file dsdata.txt to determine how the superseded data were derived.
 QG0037
 QG0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL524748(NAD 83)
 QG0037_MARKER: DB = BENCH MARK DISK
 QG0037_SETTING: 80 = SET IN A BOULDER
 QG0037_SP_SET: BOULDER
 QG0037_STAMPING: K 61 1935
 QG0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0037+STABILITY: SURFACE MOTION
 QG0037
 QG0037  HISTORY     - Date     Condition        Report By
 QG0037  HISTORY     - 1935     MONUMENTED       CGS
 QG0037  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QG0037
 QG0037                          STATION DESCRIPTION
 QG0037
 QG0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QG0037'2.1 MI N FROM MONARDA.
 QG0037'2.1 MILES NORTH ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF A ROAD
 QG0037'LEADING NORTHWEST TO BENEDICTA AT MONARDA, AROOSTOOK COUNTY,
 QG0037'3.1 MILES SOUTH OF THE JUNCTION OF STATE HIGHWAY 158, ON THE NORTH
 QG0037'SLOPE OF A HILL, 127 YARDS NORTH OF THE NORTH SIDE OF THE AUSTIN
 QG0037'WALTON FARMHOUSE, 74 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 QG0037'56 FEET WEST OF TELEPHONE POLE 1016, AT AN OLD FENCE LINE, AND IN
 QG0037'THE TOP OF A BOULDER.  A STANDARD DISK, STAMPED K 61 1935.
 QG0037
 QG0037                          STATION RECOVERY (1985)
 QG0037
 QG0037'RECOVERY NOTE BY US POWER SQUADRON 1985 (BRP)
 QG0037'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0586 ***********************************************************************
 QG0586  DESIGNATION -  K 62
 QG0586  PID         -  QG0586
 QG0586  STATE/COUNTY-  ME/PENOBSCOT
 QG0586  USGS QUAD   -  MEDUNKEUNK LAKE (1988)
 QG0586
 QG0586                         *CURRENT SURVEY CONTROL
 QG0586  ___________________________________________________________________
 QG0586* NAD 83(1986)-  45 36 27.     (N)    068 32 33.     (W)     SCALED    
 QG0586* NAVD 88     -        82.446  (meters)     270.49   (feet)  ADJUSTED  
 QG0586  ___________________________________________________________________
 QG0586  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 QG0586  DYNAMIC HT  -          82.447 (meters)     270.49  (feet)  COMP
 QG0586  MODELED GRAV-     980,629.6   (mgal)                       NAVD 88
 QG0586
 QG0586  VERT ORDER  -  SECOND    CLASS 0
 QG0586
 QG0586.The horizontal coordinates were scaled from a topographic map and have
 QG0586.an estimated accuracy of +/- 6 seconds.
 QG0586
 QG0586.The orthometric height was determined by differential leveling
 QG0586.and adjusted by the National Geodetic Survey in June 1991..
 QG0586.WARNING-Repeat measurements at this control monument indicate possible
 QG0586.vertical movement.
 QG0586
 QG0586.The geoid height was determined by GEOID03.
 QG0586
 QG0586.The dynamic height is computed by dividing the NAVD 88
 QG0586.geopotential number by the normal gravity value computed on the
 QG0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0586.degrees latitude (g = 980.6199 gals.).
 QG0586
 QG0586.The modeled gravity was interpolated from observed gravity values.
 QG0586
 QG0586;                    North         East    Units  Estimated Accuracy
 QG0586;SPC ME E     -   215,650.      296,690.      MT  (+/- 180 meters Scaled)
 QG0586
 QG0586                          SUPERSEDED SURVEY CONTROL
 QG0586
 QG0586  NGVD 29 (??/??/92)   82.645  (m)          271.14   (f) ADJ UNCH    2 0
 QG0586
 QG0586.Superseded values are not recommended for survey control.
 QG0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0586.See file dsdata.txt to determine how the superseded data were derived.
 QG0586
 QG0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL356505(NAD 83)
 QG0586_MARKER: DB = BENCH MARK DISK
 QG0586_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QG0586_SP_SET: ABUTMENT
 QG0586_STAMPING: K 62 1935
 QG0586_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG0586
 QG0586  HISTORY     - Date     Condition        Report By
 QG0586  HISTORY     - 1935     MONUMENTED       CGS
 QG0586  HISTORY     - 1959     GOOD             NGS
 QG0586  HISTORY     - 1976     GOOD             MEDT
 QG0586  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QG0586  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 QG0586
 QG0586                          STATION DESCRIPTION
 QG0586
 QG0586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QG0586'AT MEDWAY.
 QG0586'AT MEDWAY - ON TOP OF THE WEST END OF THE NORTH CONCRETE ABUTMENT
 QG0586'OF THE LARGE STATE HIGHWAY 116 STEEL BRIDGE, OVER THE WEST
 QG0586'BRANCH OF THE PENOBSCOT RIVER, 12 FEET WEST OF THE CENTER LINE
 QG0586'OF THE ROAD, 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 QG0586
 QG0586                          STATION RECOVERY (1976)
 QG0586
 QG0586'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1976
 QG0586'RECOVERED IN GOOD CONDITION.
 QG0586
 QG0586                          STATION RECOVERY (1985)
 QG0586
 QG0586'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLM)
 QG0586'MARK NOT FOUND.
 QG0586
 QG0586                          STATION RECOVERY (1991)
 QG0586
 QG0586'RECOVERY NOTE BY US POWER SQUADRON 1991 (ELG)
 QG0586'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0096 ***********************************************************************
 QF0096  DESIGNATION -  K 65
 QF0096  PID         -  QF0096
 QF0096  STATE/COUNTY-  ME/WASHINGTON
 QF0096  USGS QUAD   -  ROBBINSTON (1977)
 QF0096
 QF0096                         *CURRENT SURVEY CONTROL
 QF0096  ___________________________________________________________________
 QF0096* NAD 83(1986)-  45 03 59.     (N)    067 06 38.     (W)     SCALED    
 QF0096* NAVD 88     -        21.244  (meters)      69.70   (feet)  ADJUSTED  
 QF0096  ___________________________________________________________________
 QF0096  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 QF0096  DYNAMIC HT  -          21.244 (meters)      69.70  (feet)  COMP
 QF0096  MODELED GRAV-     980,623.8   (mgal)                       NAVD 88
 QF0096
 QF0096  VERT ORDER  -  SECOND    CLASS 0
 QF0096
 QF0096.The horizontal coordinates were scaled from a topographic map and have
 QF0096.an estimated accuracy of +/- 6 seconds.
 QF0096
 QF0096.The orthometric height was determined by differential leveling
 QF0096.and adjusted by the National Geodetic Survey in June 1991..
 QF0096
 QF0096.The geoid height was determined by GEOID03.
 QF0096
 QF0096.The dynamic height is computed by dividing the NAVD 88
 QF0096.geopotential number by the normal gravity value computed on the
 QF0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0096.degrees latitude (g = 980.6199 gals.).
 QF0096
 QF0096.The modeled gravity was interpolated from observed gravity values.
 QF0096
 QF0096;                    North         East    Units  Estimated Accuracy
 QF0096;SPC ME E     -   156,460.      409,420.      MT  (+/- 180 meters Scaled)
 QF0096
 QF0096                          SUPERSEDED SURVEY CONTROL
 QF0096
 QF0096  NGVD 29 (??/??/92)   21.420  (m)           70.28   (f) ADJ UNCH    2 0
 QF0096
 QF0096.Superseded values are not recommended for survey control.
 QF0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0096.See file dsdata.txt to determine how the superseded data were derived.
 QF0096
 QF0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK487920(NAD 83)
 QF0096_MARKER: DB = BENCH MARK DISK
 QF0096_SETTING: 66 = SET IN ROCK OUTCROP
 QF0096_SP_SET: ROCK OUTCROP
 QF0096_STAMPING: K 65 1935
 QF0096_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0096+STABILITY: POSITION/ELEVATION WELL
 QF0096
 QF0096  HISTORY     - Date     Condition        Report By
 QF0096  HISTORY     - 1935     MONUMENTED       CGS
 QF0096  HISTORY     - 1946     GOOD             NGS
 QF0096  HISTORY     - 1978     MARK NOT FOUND   NGS
 QF0096
 QF0096                          STATION DESCRIPTION
 QF0096
 QF0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QF0096'0.8 MI S FROM ROBINSTON.
 QF0096'0.8 MILE SOUTH ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 QF0096'ROBBINSTON, WASHINGTON COUNTY, ABOUT 44 YARDS SOUTHWEST OF THE
 QF0096'CENTER LINE OF A PRIVATE DRIVE, 42 FEET NORTHEAST OF A 16-INCH
 QF0096'CORRUGATED IRON CULVERT, 26 FEET NORTHWEST OF THE CENTER LINE OF
 QF0096'THE HIGHWAY, IN THE TOP OF A ROCK OUTCROP, ABOUT 2 FEET HIGHER
 QF0096'THAN THE HIGHWAY, AND ABOUT 4 INCHES ABOVE GROUND.  A STANDARD
 QF0096'DISK, STAMPED K 65 1935.
 QF0096
 QF0096                          STATION RECOVERY (1946)
 QF0096
 QF0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 QF0096'RECOVERED IN GOOD CONDITION.
 QF0096
 QF0096                          STATION RECOVERY (1978)
 QF0096
 QF0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QF0096'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0058 ***********************************************************************
 PD0058  DESIGNATION -  K 66
 PD0058  PID         -  PD0058
 PD0058  STATE/COUNTY-  ME/WASHINGTON
 PD0058  USGS QUAD   -  MACHIAS BAY (1993)
 PD0058
 PD0058                         *CURRENT SURVEY CONTROL
 PD0058  ___________________________________________________________________
 PD0058* NAD 83(1986)-  44 44 55.     (N)    067 21 24.     (W)     SCALED    
 PD0058* NAVD 88     -        21.918  (meters)      71.91   (feet)  ADJUSTED  
 PD0058  ___________________________________________________________________
 PD0058  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 PD0058  DYNAMIC HT  -          21.917 (meters)      71.91  (feet)  COMP
 PD0058  MODELED GRAV-     980,599.7   (mgal)                       NAVD 88
 PD0058
 PD0058  VERT ORDER  -  SECOND    CLASS 0
 PD0058
 PD0058.The horizontal coordinates were scaled from a topographic map and have
 PD0058.an estimated accuracy of +/- 6 seconds.
 PD0058
 PD0058.The orthometric height was determined by differential leveling
 PD0058.and adjusted by the National Geodetic Survey in June 1991..
 PD0058
 PD0058.The geoid height was determined by GEOID03.
 PD0058
 PD0058.The dynamic height is computed by dividing the NAVD 88
 PD0058.geopotential number by the normal gravity value computed on the
 PD0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0058.degrees latitude (g = 980.6199 gals.).
 PD0058
 PD0058.The modeled gravity was interpolated from observed gravity values.
 PD0058
 PD0058;                    North         East    Units  Estimated Accuracy
 PD0058;SPC ME E     -   120,850.      390,530.      MT  (+/- 180 meters Scaled)
 PD0058
 PD0058                          SUPERSEDED SURVEY CONTROL
 PD0058
 PD0058  NGVD 29 (??/??/92)   22.124  (m)           72.59   (f) ADJ UNCH    2 0
 PD0058
 PD0058.Superseded values are not recommended for survey control.
 PD0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0058.See file dsdata.txt to determine how the superseded data were derived.
 PD0058
 PD0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK300563(NAD 83)
 PD0058_MARKER: DB = BENCH MARK DISK
 PD0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PD0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PD0058_STAMPING: K 66 1935
 PD0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0058+STABILITY: SURFACE MOTION
 PD0058
 PD0058  HISTORY     - Date     Condition        Report By
 PD0058  HISTORY     - 1935     MONUMENTED       CGS
 PD0058  HISTORY     - 1946     GOOD             NGS
 PD0058
 PD0058                          STATION DESCRIPTION
 PD0058
 PD0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PD0058'2.1 MI NE FROM EAST MACHIAS.
 PD0058'2.1 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE MEMORIAL
 PD0058'LIBRARY AT EAST MACHIAS, WASHINGTON COUNTY, ABOUT 0.3 MILE
 PD0058'NORTHWEST OF THE EAST MACHIAS-WHITING TOWN LINE, ABOUT 97
 PD0058'YARDS SOUTHEAST OF A FARMHOUSE, AND 25 FEET SOUTHWEST OF THE
 PD0058'CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED K 66 1935
 PD0058'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1/2 FOOT
 PD0058'ABOVE GROUND.
 PD0058
 PD0058                          STATION RECOVERY (1946)
 PD0058
 PD0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 PD0058'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0020 ***********************************************************************
 PD0020  DESIGNATION -  K 67 RESET 1942
 PD0020  PID         -  PD0020
 PD0020  STATE/COUNTY-  ME/WASHINGTON
 PD0020  USGS QUAD   -  LUBEC (1977)
 PD0020
 PD0020                         *CURRENT SURVEY CONTROL
 PD0020  ___________________________________________________________________
 PD0020* NAD 83(1986)-  44 50 20.     (N)    066 59 44.     (W)     SCALED    
 PD0020* NAVD 88     -        15.106  (meters)      49.56   (feet)  POSTED    
 PD0020  ___________________________________________________________________
 PD0020  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 PD0020  DYNAMIC HT  -          15.110 (meters)      49.57  (feet)  COMP
 PD0020  MODELED GRAV-     980,628.6   (mgal)                       NAVD 88
 PD0020
 PD0020  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 PD0020
 PD0020.The horizontal coordinates were scaled from a topographic map and have
 PD0020.an estimated accuracy of +/- 6 seconds.
 PD0020
 PD0020.The orthometric height was determined by differential leveling
 PD0020.and adjusted by the National Geodetic Survey in 1992..
 PD0020.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 PD0020.rate of 4.1 thru 8.0 mm/km.
 PD0020
 PD0020.The geoid height was determined by GEOID03.
 PD0020
 PD0020.The dynamic height is computed by dividing the NAVD 88
 PD0020.geopotential number by the normal gravity value computed on the
 PD0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0020.degrees latitude (g = 980.6199 gals.).
 PD0020
 PD0020.The modeled gravity was interpolated from observed gravity values.
 PD0020
 PD0020;                    North         East    Units  Estimated Accuracy
 PD0020;SPC ME E     -   131,340.      418,940.      MT  (+/- 180 meters Scaled)
 PD0020
 PD0020                          SUPERSEDED SURVEY CONTROL
 PD0020
 PD0020  NGVD 29 (??/??/92)   15.27   (m)           50.1    (f) COMPUTED    2 0
 PD0020
 PD0020.Superseded values are not recommended for survey control.
 PD0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0020.See file dsdata.txt to determine how the superseded data were derived.
 PD0020
 PD0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK584670(NAD 83)
 PD0020_MARKER: DB = BENCH MARK DISK
 PD0020_SETTING: 66 = SET IN ROCK OUTCROP
 PD0020_SP_SET: ROCK OUTCROP
 PD0020_STAMPING: K 67 1935 RESET 1942
 PD0020_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0020+STABILITY: POSITION/ELEVATION WELL
 PD0020
 PD0020  HISTORY     - Date     Condition        Report By
 PD0020  HISTORY     - 1942     MONUMENTED       CGS
 PD0020  HISTORY     - 1960     GOOD             NGS
 PD0020  HISTORY     - 1978     MARK NOT FOUND   NGS
 PD0020
 PD0020                          STATION DESCRIPTION
 PD0020
 PD0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PD0020'1.5 MI S FROM LUBEC.
 PD0020'0.7 MILE SOUTHWEST ALONG STATE HIGHWAY 189 FROM THE PUBLIC SCHOOL
 PD0020'AT LUBEC, THENCE 0.8 MILE SOUTH ALONG A ROAD LEADING TO SOUTH
 PD0020'LUBEC, AT A LARGE SHINGLED BARN WEST OF THE ROAD, 72 FEET WEST
 PD0020'OF THE CENTERLINE OF THE ROAD, 48 FEET EAST OF THE EAST WALL OF A
 PD0020'BARN, 36 FEET SOUTH OF THE DRIVEWAY, IN A LARGE ROCK OUTCROP,
 PD0020'FLUSH WITH THE GROUND, AND LEVEL WITH THE ROAD.  A STANDARD DISK,
 PD0020'STAMPED K 67 1935 RESET 1942.
 PD0020
 PD0020                          STATION RECOVERY (1960)
 PD0020
 PD0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 PD0020'RECOVERED IN GOOD CONDITION.
 PD0020
 PD0020                          STATION RECOVERY (1978)
 PD0020
 PD0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PD0020'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0097 ***********************************************************************
 PD0097  DESIGNATION -  K 68 RESET 1942
 PD0097  PID         -  PD0097
 PD0097  STATE/COUNTY-  ME/WASHINGTON
 PD0097  USGS QUAD   -  CUTLER (1993)
 PD0097
 PD0097                         *CURRENT SURVEY CONTROL
 PD0097  ___________________________________________________________________
 PD0097* NAD 83(1986)-  44 40 03.     (N)    067 12 03.     (W)     SCALED    
 PD0097* NAVD 88     -        14.694  (meters)      48.21   (feet)  ADJUSTED  
 PD0097  ___________________________________________________________________
 PD0097  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 PD0097  DYNAMIC HT  -          14.694 (meters)      48.21  (feet)  COMP
 PD0097  MODELED GRAV-     980,621.0   (mgal)                       NAVD 88
 PD0097
 PD0097  VERT ORDER  -  FIRST     CLASS II
 PD0097
 PD0097.The horizontal coordinates were scaled from a topographic map and have
 PD0097.an estimated accuracy of +/- 6 seconds.
 PD0097
 PD0097.The orthometric height was determined by differential leveling
 PD0097.and adjusted by the National Geodetic Survey in June 1991..
 PD0097
 PD0097.The geoid height was determined by GEOID03.
 PD0097
 PD0097.The dynamic height is computed by dividing the NAVD 88
 PD0097.geopotential number by the normal gravity value computed on the
 PD0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0097.degrees latitude (g = 980.6199 gals.).
 PD0097
 PD0097.The modeled gravity was interpolated from observed gravity values.
 PD0097
 PD0097;                    North         East    Units  Estimated Accuracy
 PD0097;SPC ME E     -   112,020.      403,020.      MT  (+/- 180 meters Scaled)
 PD0097
 PD0097                          SUPERSEDED SURVEY CONTROL
 PD0097
 PD0097  NGVD 29 (??/??/92)   14.860  (m)           48.75   (f) ADJ UNCH    1 2
 PD0097
 PD0097.Superseded values are not recommended for survey control.
 PD0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0097.See file dsdata.txt to determine how the superseded data were derived.
 PD0097
 PD0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK426475(NAD 83)
 PD0097_MARKER: DB = BENCH MARK DISK
 PD0097_SETTING: 80 = SET IN A BOULDER
 PD0097_SP_SET: BOULDER
 PD0097_STAMPING: K 68 1935 RESET 1942
 PD0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0097+STABILITY: SURFACE MOTION
 PD0097
 PD0097  HISTORY     - Date     Condition        Report By
 PD0097  HISTORY     - 1942     MONUMENTED       CGS
 PD0097  HISTORY     - 1962     GOOD             NGS
 PD0097  HISTORY     - 1978     GOOD             NGS
 PD0097
 PD0097                          STATION DESCRIPTION
 PD0097
 PD0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PD0097'0.6 MI NE FROM CUTLER.
 PD0097'0.6 MILE NORTHEAST ALONG STATE HIGHWAY 191 FROM THE SCHOOL AT
 PD0097'CUTLER, AT A 30-FOOT ROCK-AND-CONCRETE BRIDGE OVER A LARGE
 PD0097'STREAM, 45 FEET SOUTHEAST OF THE BRIDGE, 48 FEET SOUTH OF THE
 PD0097'HIGHWAY, IN THE TOP OF A LARGE BOULDER, ABOUT 8 FEET ABOVE
 PD0097'GROUND, AND ABOUT LEVEL WITH THE HIGHWAY.
 PD0097
 PD0097                          STATION RECOVERY (1978)
 PD0097
 PD0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PD0097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0360 ***********************************************************************
 PD0360  DESIGNATION -  K 69
 PD0360  PID         -  PD0360
 PD0360  STATE/COUNTY-  ME/WASHINGTON
 PD0360  USGS QUAD   -  CHERRYFIELD (1978)
 PD0360
 PD0360                         *CURRENT SURVEY CONTROL
 PD0360  ___________________________________________________________________
 PD0360* NAD 83(1986)-  44 30 23.     (N)    067 56 19.     (W)     SCALED    
 PD0360* NAVD 88     -        41.005  (meters)     134.53   (feet)  ADJUSTED  
 PD0360  ___________________________________________________________________
 PD0360  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 PD0360  DYNAMIC HT  -          41.003 (meters)     134.52  (feet)  COMP
 PD0360  MODELED GRAV-     980,569.7   (mgal)                       NAVD 88
 PD0360
 PD0360  VERT ORDER  -  SECOND    CLASS 0
 PD0360
 PD0360.The horizontal coordinates were scaled from a topographic map and have
 PD0360.an estimated accuracy of +/- 6 seconds.
 PD0360
 PD0360.The orthometric height was determined by differential leveling
 PD0360.and adjusted by the National Geodetic Survey in June 1991..
 PD0360.WARNING-Repeat measurements at this control monument indicate possible
 PD0360.vertical movement.
 PD0360
 PD0360.The geoid height was determined by GEOID03.
 PD0360
 PD0360.The dynamic height is computed by dividing the NAVD 88
 PD0360.geopotential number by the normal gravity value computed on the
 PD0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0360.degrees latitude (g = 980.6199 gals.).
 PD0360
 PD0360.The modeled gravity was interpolated from observed gravity values.
 PD0360
 PD0360;                    North         East    Units  Estimated Accuracy
 PD0360;SPC ME E     -    93,450.      344,640.      MT  (+/- 180 meters Scaled)
 PD0360
 PD0360                          SUPERSEDED SURVEY CONTROL
 PD0360
 PD0360  NGVD 29 (??/??/92)   41.201  (m)          135.17   (f) ADJ UNCH    2 0
 PD0360
 PD0360.Superseded values are not recommended for survey control.
 PD0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0360.See file dsdata.txt to determine how the superseded data were derived.
 PD0360
 PD0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK843286(NAD 83)
 PD0360_MARKER: DB = BENCH MARK DISK
 PD0360_SETTING: 80 = SET IN A BOULDER
 PD0360_SP_SET: BOULDER
 PD0360_STAMPING: K 69 1935
 PD0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0360+STABILITY: SURFACE MOTION
 PD0360
 PD0360  HISTORY     - Date     Condition        Report By
 PD0360  HISTORY     - 1935     MONUMENTED       CGS
 PD0360  HISTORY     - 1966     GOOD             NGS
 PD0360
 PD0360                          STATION DESCRIPTION
 PD0360
 PD0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PD0360'1.3 MI E FROM STEUBEN.
 PD0360'1.0 MILE EAST ALONG U.S. HIGHWAY 1 FROM THE NEW BRIDGE OVER
 PD0360'TUNK STREAM AT STEUBEN, THENCE 0.3 MILE SOUTHEAST ALONG OLD
 PD0360'U.S. HIGHWAY 1, AT A SMALL CLEARING, SET ON THE TOP OF A
 PD0360'2-BY-2-FOOT EMBEDDED BOULDER WHICH PROJECTS 1 FOOT ABOVE THE
 PD0360'LEVEL OF THE GROUND, 36 FEET SOUTHWEST OF THE CENTER LINE OF THE
 PD0360'OLD HIGHWAY, 38 FEET WEST OF THE TOP AND THE CENTER OF A LARGE
 PD0360'BOULDER WHICH PROJECTS 5 FEET ABOVE THE GROUND, 58 FEET WEST OF
 PD0360'A CABLE LINE POLE, AND ABOUT LEVEL WITH THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0840 ***********************************************************************
 PE0840  DESIGNATION -  K 7
 PE0840  PID         -  PE0840
 PE0840  STATE/COUNTY-  ME/KENNEBEC
 PE0840  USGS QUAD   -  BURNHAM (1982)
 PE0840
 PE0840                         *CURRENT SURVEY CONTROL
 PE0840  ___________________________________________________________________
 PE0840* NAD 83(1986)-  44 42 46.     (N)    069 29 29.     (W)     SCALED    
 PE0840* NAVD 88     -       106.207  (meters)     348.45   (feet)  ADJUSTED  
 PE0840  ___________________________________________________________________
 PE0840  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 PE0840  DYNAMIC HT  -         106.202 (meters)     348.43  (feet)  COMP
 PE0840  MODELED GRAV-     980,565.6   (mgal)                       NAVD 88
 PE0840
 PE0840  VERT ORDER  -  SECOND    CLASS 0
 PE0840
 PE0840.The horizontal coordinates were scaled from a topographic map and have
 PE0840.an estimated accuracy of +/- 6 seconds.
 PE0840
 PE0840.The orthometric height was determined by differential leveling
 PE0840.and adjusted by the National Geodetic Survey in June 1991..
 PE0840
 PE0840.The geoid height was determined by GEOID03.
 PE0840
 PE0840.The dynamic height is computed by dividing the NAVD 88
 PE0840.geopotential number by the normal gravity value computed on the
 PE0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0840.degrees latitude (g = 980.6199 gals.).
 PE0840
 PE0840.The modeled gravity was interpolated from observed gravity values.
 PE0840
 PE0840;                    North         East    Units  Estimated Accuracy
 PE0840;SPC ME W     -   209,040.      953,510.      MT  (+/- 180 meters Scaled)
 PE0840
 PE0840                          SUPERSEDED SURVEY CONTROL
 PE0840
 PE0840  NGVD 29 (??/??/92)  106.425  (m)          349.16   (f) ADJ UNCH    2 0
 PE0840
 PE0840.Superseded values are not recommended for survey control.
 PE0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0840.See file dsdata.txt to determine how the superseded data were derived.
 PE0840
 PE0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK610511(NAD 83)
 PE0840_MARKER: DD = SURVEY DISK
 PE0840_SETTING: 80 = SET IN A BOULDER
 PE0840_SP_SET: BOULDER
 PE0840_STAMPING: K 7 349 ME 1923
 PE0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0840+STABILITY: SURFACE MOTION
 PE0840
 PE0840  HISTORY     - Date     Condition        Report By
 PE0840  HISTORY     - 1923     MONUMENTED       USGS
 PE0840  HISTORY     - 1958     GOOD             NGS
 PE0840
 PE0840                          STATION DESCRIPTION
 PE0840
 PE0840'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 PE0840'5.2 MI N FROM CLINTON.
 PE0840'0.2 MILES NORTH ALONG A BLACKTOP ROAD FROM THE MAINE CENTRAL
 PE0840'RAILROAD STATION AT CLINTON, THENCE 4.85 MILES NORTH ALONG A
 PE0840'GRAVEL ROAD (MUTTON LANE), THENCE 0.1 MILES NORTH ALONG GRAVEL
 PE0840'ROAD (MUTTON LANE), ABOUT 0.1 MILE NORTH OF DIXON CORNER AND
 PE0840'MUTTON LANE MEETING HOUSE, SET IN THE TOP OF A 4-FOOT BY 4-FOOT
 PE0840'EXPOSED PORTION OF A BURIED BOULDER, 144 FEET EAST OF THE CENTER
 PE0840'LINE OF THE GRAVEL ROAD, 6 FEET NORTH OF THE FENCE LINE, 114 FEET
 PE0840'EAST OF A FENCE CORNER, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 PE0840'GROUND, AT THE JUNCTION OF A DRIVE WEST TO A SMALL HOUSE, ABOUT
 PE0840'2 FEET ABOVE THE LEVEL OF THE ROAD.  NOTE-- THE MARK MAY BE
 PE0840'REACHED FROM BURNHAM, WALDO COUNTY, BY GOING 3.45 MILES NORTHWEST
 PE0840'ALONG BURNHAM - CANAAN ROAD FROM THE MAINE CENTRAL RAILROAD
 PE0840'STATION AT BURNHAM, THENCE 0.1 MILES NORTH ALONG MUTTON LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0300 ***********************************************************************
 PD0300  DESIGNATION -  K 7
 PD0300  PID         -  PD0300
 PD0300  STATE/COUNTY-  ME/WASHINGTON
 PD0300  USGS QUAD   -  EPPING (1984)
 PD0300
 PD0300                         *CURRENT SURVEY CONTROL
 PD0300  ___________________________________________________________________
 PD0300* NAD 83(1986)-  44 37 38.     (N)    067 48 13.     (W)     SCALED    
 PD0300* NAVD 88     -        27.741  (meters)      91.01   (feet)  ADJUSTED  
 PD0300  ___________________________________________________________________
 PD0300  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 PD0300  DYNAMIC HT  -          27.740 (meters)      91.01  (feet)  COMP
 PD0300  MODELED GRAV-     980,585.3   (mgal)                       NAVD 88
 PD0300  OBS GRAVITY -     980,587.1   (mgal)                       GRAV_OBS
 PD0300
 PD0300  VERT ORDER  -  FIRST     CLASS II
 PD0300
 PD0300.The horizontal coordinates were scaled from a topographic map and have
 PD0300.an estimated accuracy of +/- 6 seconds.
 PD0300
 PD0300.The orthometric height was determined by differential leveling
 PD0300.and adjusted by the National Geodetic Survey in June 1991..
 PD0300.WARNING-Repeat measurements at this control monument indicate possible
 PD0300.vertical movement.
 PD0300
 PD0300.The geoid height was determined by GEOID03.
 PD0300
 PD0300.The dynamic height is computed by dividing the NAVD 88
 PD0300.geopotential number by the normal gravity value computed on the
 PD0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0300.degrees latitude (g = 980.6199 gals.).
 PD0300
 PD0300.The modeled gravity was interpolated from observed gravity values.
 PD0300.The observed gravity was obtained from relative gravimeter ties
 PD0300.to the IGSN71 gravity network.
 PD0300
 PD0300;                    North         East    Units  Estimated Accuracy
 PD0300;SPC ME E     -   106,960.      355,260.      MT  (+/- 180 meters Scaled)
 PD0300
 PD0300                          SUPERSEDED SURVEY CONTROL
 PD0300
 PD0300  NGVD 29 (??/??/92)   27.946  (m)           91.69   (f) ADJ UNCH    1 2
 PD0300
 PD0300.Superseded values are not recommended for survey control.
 PD0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0300.See file dsdata.txt to determine how the superseded data were derived.
 PD0300
 PD0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK949422(NAD 83)
 PD0300_MARKER: DB = BENCH MARK DISK
 PD0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PD0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PD0300_STAMPING: K 7 91.043 1927
 PD0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0300+STABILITY: SURFACE MOTION
 PD0300
 PD0300  HISTORY     - Date     Condition        Report By
 PD0300  HISTORY     - 1927     MONUMENTED       CGS
 PD0300  HISTORY     - 1966     GOOD             NGS
 PD0300  HISTORY     - 1978     GOOD             DMA
 PD0300
 PD0300                          STATION DESCRIPTION
 PD0300
 PD0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PD0300'1.4 MI NE FROM HARRINGTON.
 PD0300'1.35 MILES NORTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PD0300'RAILROAD BRIDGE OVER THE HARRINGTON RIVER AT HARRINGTON, ABOUT
 PD0300'0.1 MILE EAST OF MILEPOST C66/P204, NEAR THE CROSSING OF FOREST
 PD0300'HILL CEMETERY ROAD, 106 FEET NORTHEAST OF AND ACROSS THE TRACK
 PD0300'FROM THE NORTHWEST CORNER OF FOREST HILL CEMETERY, 67 FEET EAST OF
 PD0300'THE CENTER LINE OF A DIRT ROAD, 30.6 FEET NORTH OF THE NORTH
 PD0300'RAIL, 80.5 FEET SOUTHEAST OF BENCH MARK B 168 DESCRIBED, 1.5
 PD0300'FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK,
 PD0300'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
 PD0300'NOTE-- THE 1942 DESCRIPTION REPORTED THIS MARK AS PROJECTING 0.8
 PD0300'FOOT.
 PD0300
 PD0300                          STATION RECOVERY (1978)
 PD0300
 PD0300'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PD0300'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0787 ***********************************************************************
 PE0787  DESIGNATION -  K 7
 PE0787  PID         -  PE0787
 PE0787  STATE/COUNTY-  ME/WALDO
 PE0787  USGS QUAD   -  BURNHAM (1982)
 PE0787
 PE0787                         *CURRENT SURVEY CONTROL
 PE0787  ___________________________________________________________________
 PE0787* NAD 83(1986)-  44 39 18.     (N)    069 23 20.     (W)     SCALED    
 PE0787* NAVD 88     -        56.201  (meters)     184.39   (feet)  ADJUSTED  
 PE0787  ___________________________________________________________________
 PE0787  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 PE0787  DYNAMIC HT  -          56.198 (meters)     184.38  (feet)  COMP
 PE0787  MODELED GRAV-     980,563.0   (mgal)                       NAVD 88
 PE0787
 PE0787  VERT ORDER  -  SECOND    CLASS 0
 PE0787
 PE0787.The horizontal coordinates were scaled from a topographic map and have
 PE0787.an estimated accuracy of +/- 6 seconds.
 PE0787
 PE0787.The orthometric height was determined by differential leveling
 PE0787.and adjusted by the National Geodetic Survey in June 1991..
 PE0787
 PE0787.The geoid height was determined by GEOID03.
 PE0787
 PE0787.The dynamic height is computed by dividing the NAVD 88
 PE0787.geopotential number by the normal gravity value computed on the
 PE0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0787.degrees latitude (g = 980.6199 gals.).
 PE0787
 PE0787.The modeled gravity was interpolated from observed gravity values.
 PE0787
 PE0787;                    North         East    Units  Estimated Accuracy
 PE0787;SPC ME E     -   110,190.      229,500.      MT  (+/- 180 meters Scaled)
 PE0787
 PE0787                          SUPERSEDED SURVEY CONTROL
 PE0787
 PE0787  NGVD 29 (??/??/92)   56.426  (m)          185.12   (f) ADJ UNCH    2 0
 PE0787
 PE0787.Superseded values are not recommended for survey control.
 PE0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0787.See file dsdata.txt to determine how the superseded data were derived.
 PE0787
 PE0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK691447(NAD 83)
 PE0787_MARKER: DD = SURVEY DISK
 PE0787_SETTING: 80 = SET IN A BOULDER
 PE0787_SP_SET: BOULDER
 PE0787_STAMPING: K 7 1923 ME 185
 PE0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0787+STABILITY: SURFACE MOTION
 PE0787
 PE0787  HISTORY     - Date     Condition        Report By
 PE0787  HISTORY     - 1923     MONUMENTED       USGS
 PE0787  HISTORY     - 1935     GOOD             NGS
 PE0787  HISTORY     - 1979     MARK NOT FOUND   USGS
 PE0787
 PE0787                          STATION DESCRIPTION
 PE0787
 PE0787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PE0787'AT WINNECOOK.
 PE0787'AT WINNECOOK, WALDO COUNTY, ABOUT 140 YARDS NORTHWEST OF THE
 PE0787'BELFAST AND MOOSEHEAD LAKE RAILROAD STATION, ABOUT 106 YARDS
 PE0787'NORTHWEST OF THE CENTER OF A COUNTY-ROAD CROSSING, 18.8 FEET
 PE0787'EAST OF THE EAST RAIL OF THE MAIN TRACK, 12 FEET WEST OF THE
 PE0787'RIGHT-OF-WAY FENCE, IN THE TOP OF A BOULDER, ABOUT 3 FEET
 PE0787'LOWER THAN THE TRACK, AND ABOUT 2 INCHES ABOVE GROUND.  A UNITED
 PE0787'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED K 7 1923 ME. 185.
 PE0787
 PE0787                          STATION RECOVERY (1979)
 PE0787
 PE0787'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PE0787'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0195 ***********************************************************************
 PD0195  DESIGNATION -  K 75
 PD0195  PID         -  PD0195
 PD0195  STATE/COUNTY-  ME/WASHINGTON
 PD0195  USGS QUAD   -  LAKE CATHANCE (1987)
 PD0195
 PD0195                         *CURRENT SURVEY CONTROL
 PD0195  ___________________________________________________________________
 PD0195* NAD 83(1986)-  44 52 40.     (N)    067 24 14.     (W)     SCALED    
 PD0195* NAVD 88     -        55.300  (meters)     181.43   (feet)  ADJUSTED  
 PD0195  ___________________________________________________________________
 PD0195  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 PD0195  DYNAMIC HT  -          55.298 (meters)     181.42  (feet)  COMP
 PD0195  MODELED GRAV-     980,581.7   (mgal)                       NAVD 88
 PD0195
 PD0195  VERT ORDER  -  SECOND    CLASS 0
 PD0195
 PD0195.The horizontal coordinates were scaled from a topographic map and have
 PD0195.an estimated accuracy of +/- 6 seconds.
 PD0195
 PD0195.The orthometric height was determined by differential leveling
 PD0195.and adjusted by the National Geodetic Survey in June 1991..
 PD0195
 PD0195.The geoid height was determined by GEOID03.
 PD0195
 PD0195.The dynamic height is computed by dividing the NAVD 88
 PD0195.geopotential number by the normal gravity value computed on the
 PD0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0195.degrees latitude (g = 980.6199 gals.).
 PD0195
 PD0195.The modeled gravity was interpolated from observed gravity values.
 PD0195
 PD0195;                    North         East    Units  Estimated Accuracy
 PD0195;SPC ME E     -   135,150.      386,600.      MT  (+/- 180 meters Scaled)
 PD0195
 PD0195                          SUPERSEDED SURVEY CONTROL
 PD0195
 PD0195  NGVD 29 (??/??/92)   55.507  (m)          182.11   (f) ADJ UNCH    2 0
 PD0195
 PD0195.Superseded values are not recommended for survey control.
 PD0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0195.See file dsdata.txt to determine how the superseded data were derived.
 PD0195
 PD0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK260706(NAD 83)
 PD0195_MARKER: DB = BENCH MARK DISK
 PD0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PD0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PD0195_STAMPING: K 75 1935
 PD0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0195+STABILITY: SURFACE MOTION
 PD0195
 PD0195  HISTORY     - Date     Condition        Report By
 PD0195  HISTORY     - 1935     MONUMENTED       CGS
 PD0195
 PD0195                          STATION DESCRIPTION
 PD0195
 PD0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PD0195'8.5 MI N FROM JACKSONVILLE.
 PD0195'8.5 MILES NORTH ALONG STATE HIGHWAY 191 FROM JACKSONVILLE,
 PD0195'WASHINGTON COUNTY, 65 FEET SOUTH OF THE SOUTH EDGE OF AN OLD
 PD0195'GRAVEL PIT, 22 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND
 PD0195'3 FEET NORTH OF A PREVENT FOREST FIRES SIGN.  A STANDARD DISK,
 PD0195'STAMPED K 75 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PD0195'4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0110 ***********************************************************************
 PE0110  DESIGNATION -  K 76
 PE0110  PID         -  PE0110
 PE0110  STATE/COUNTY-  ME/HANCOCK
 PE0110  USGS QUAD   -  HANCOCK (1981)
 PE0110
 PE0110                         *CURRENT SURVEY CONTROL
 PE0110  ___________________________________________________________________
 PE0110* NAD 83(1986)-  44 36 19.     (N)    068 15 59.     (W)     SCALED    
 PE0110* NAVD 88     -        91.810  (meters)     301.21   (feet)  ADJUSTED  
 PE0110  ___________________________________________________________________
 PE0110  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 PE0110  DYNAMIC HT  -          91.804 (meters)     301.19  (feet)  COMP
 PE0110  MODELED GRAV-     980,553.6   (mgal)                       NAVD 88
 PE0110
 PE0110  VERT ORDER  -  SECOND    CLASS 0
 PE0110
 PE0110.The horizontal coordinates were scaled from a topographic map and have
 PE0110.an estimated accuracy of +/- 6 seconds.
 PE0110
 PE0110.The orthometric height was determined by differential leveling
 PE0110.and adjusted by the National Geodetic Survey in June 1991..
 PE0110
 PE0110.The geoid height was determined by GEOID03.
 PE0110
 PE0110.The dynamic height is computed by dividing the NAVD 88
 PE0110.geopotential number by the normal gravity value computed on the
 PE0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0110.degrees latitude (g = 980.6199 gals.).
 PE0110
 PE0110.The modeled gravity was interpolated from observed gravity values.
 PE0110
 PE0110;                    North         East    Units  Estimated Accuracy
 PE0110;SPC ME E     -   104,310.      318,540.      MT  (+/- 180 meters Scaled)
 PE0110
 PE0110                          SUPERSEDED SURVEY CONTROL
 PE0110
 PE0110  NGVD 29 (??/??/92)   92.012  (m)          301.88   (f) ADJ UNCH    2 0
 PE0110
 PE0110.Superseded values are not recommended for survey control.
 PE0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0110.See file dsdata.txt to determine how the superseded data were derived.
 PE0110
 PE0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK582393(NAD 83)
 PE0110_MARKER: DB = BENCH MARK DISK
 PE0110_SETTING: 66 = SET IN ROCK OUTCROP
 PE0110_SP_SET: ROCK OUTCROP
 PE0110_STAMPING: K 76 1935
 PE0110_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0110+STABILITY: POSITION/ELEVATION WELL
 PE0110
 PE0110  HISTORY     - Date     Condition        Report By
 PE0110  HISTORY     - 1935     MONUMENTED       CGS
 PE0110  HISTORY     - 1953     GOOD             NGS
 PE0110  HISTORY     - 1987     GOOD             USPSQD
 PE0110
 PE0110                          STATION DESCRIPTION
 PE0110
 PE0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 PE0110'2.4 MI NW FROM FRANKLIN.
 PE0110'1.6 MILES NORTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE0110'STATION AT FRANKLIN, THENCE ABOUT 0.75 MILE NORTH ALONG STATE
 PE0110'HIGHWAY 200, AT A BREAK IN GRADE DECENDING SOUTHEAST, ABOUT
 PE0110'105 YARDS NORTHWEST OF A LARGE WHITE HOUSE WHICH IS ON SOUTHWEST
 PE0110'SIDE OF HIGHWAY, 31 FEET NORTHEAST OF CENTER LINE OF HIGHWAY,
 PE0110'39 FEET WEST OF THE EXTREME SOUTHWEST ONE OF A GROUP OF 8-INCH
 PE0110'SPRUCE TREES GROWING ON TOP OF A LARGE GRANITE OUTCROP, IN THE
 PE0110'TOP AND 6 FEET NORTHEAST OF THE SOUTHWEST AND LOWER EDGE OF A
 PE0110'LARGE SLOPING GRANITE OUTCROP AND ABOUT 3 FEET ABOVE LEVEL OF
 PE0110'HIGHWAY.
 PE0110
 PE0110                          STATION RECOVERY (1987)
 PE0110
 PE0110'RECOVERY NOTE BY US POWER SQUADRON 1987 (ELG)
 PE0110'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0146 ***********************************************************************
 PE0146  DESIGNATION -  K 77
 PE0146  PID         -  PE0146
 PE0146  STATE/COUNTY-  ME/HANCOCK
 PE0146  USGS QUAD   -  BEECH HILL POND (1981)
 PE0146
 PE0146                         *CURRENT SURVEY CONTROL
 PE0146  ___________________________________________________________________
 PE0146* NAD 83(1986)-  44 42 42.     (N)    068 27 09.     (W)     SCALED    
 PE0146* NAVD 88     -        89.360  (meters)     293.18   (feet)  ADJUSTED  
 PE0146  ___________________________________________________________________
 PE0146  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 PE0146  DYNAMIC HT  -          89.354 (meters)     293.16  (feet)  COMP
 PE0146  MODELED GRAV-     980,544.5   (mgal)                       NAVD 88
 PE0146
 PE0146  VERT ORDER  -  SECOND    CLASS 0
 PE0146
 PE0146.The horizontal coordinates were scaled from a topographic map and have
 PE0146.an estimated accuracy of +/- 6 seconds.
 PE0146
 PE0146.The orthometric height was determined by differential leveling
 PE0146.and adjusted by the National Geodetic Survey in June 1991..
 PE0146
 PE0146.The geoid height was determined by GEOID03.
 PE0146
 PE0146.The dynamic height is computed by dividing the NAVD 88
 PE0146.geopotential number by the normal gravity value computed on the
 PE0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0146.degrees latitude (g = 980.6199 gals.).
 PE0146
 PE0146.The modeled gravity was interpolated from observed gravity values.
 PE0146
 PE0146;                    North         East    Units  Estimated Accuracy
 PE0146;SPC ME E     -   116,110.      303,760.      MT  (+/- 180 meters Scaled)
 PE0146
 PE0146                          SUPERSEDED SURVEY CONTROL
 PE0146
 PE0146  NGVD 29 (??/??/92)   89.550  (m)          293.80   (f) ADJ UNCH    2 0
 PE0146
 PE0146.Superseded values are not recommended for survey control.
 PE0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0146.See file dsdata.txt to determine how the superseded data were derived.
 PE0146
 PE0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK433510(NAD 83)
 PE0146_MARKER: DB = BENCH MARK DISK
 PE0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0146_STAMPING: K 771935
 PE0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0146+STABILITY: SURFACE MOTION
 PE0146
 PE0146  HISTORY     - Date     Condition        Report By
 PE0146  HISTORY     - 1935     MONUMENTED       CGS
 PE0146  HISTORY     - 1953     GOOD             NGS
 PE0146  HISTORY     - 1988     GOOD             USPSQD
 PE0146
 PE0146                          STATION DESCRIPTION
 PE0146
 PE0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 PE0146'AT OTIS.
 PE0146'AT OTIS, AT THE CROSSROADS, AT A CURVE IN STATE HIGHWAY 180
 PE0146'LEADING NORTH AND SOUTHEAST AND A BLACK TOP ROAD LEADING WEST TO
 PE0146'BEACH HILL LAKE AND A GRAVEL ROAD LEADING EAST, 33 FEET SOUTH OF
 PE0146'CENTER LINE OF ROAD TO BEACH HILL LAKE, 69 FEET SOUTHWEST OF
 PE0146'CENTER OF INTERSECTION, ABOUT 80 YARDS WEST-SOUTHWEST AND ACROSS
 PE0146'HIGHWAY FROM A CHURCH, 32 1/2 FEET WEST OF POWER POLE NO. 1 B 3 C
 PE0146'WITH A TRANSFORMER, ABOUT 10 FEET WEST OF EXTENDED CENTER LINE
 PE0146'OF NORTH TANGENT OF HIGHWAY, IN BRUSH, ABOUT LEVEL WITH INTERSECTION
 PE0146'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 PE0146
 PE0146                          STATION RECOVERY (1988)
 PE0146
 PE0146'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE0146'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0219 ***********************************************************************
 QG0219  DESIGNATION -  K 78
 QG0219  PID         -  QG0219
 QG0219  STATE/COUNTY-  ME/PENOBSCOT
 QG0219  USGS QUAD   -  BOWERS MOUNTAIN (1988)
 QG0219
 QG0219                         *CURRENT SURVEY CONTROL
 QG0219  ___________________________________________________________________
 QG0219* NAD 83(1986)-  45 24 20.     (N)    068 05 23.     (W)     SCALED    
 QG0219* NAVD 88     -       164.679  (meters)     540.28   (feet)  ADJUSTED  
 QG0219  ___________________________________________________________________
 QG0219  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 QG0219  DYNAMIC HT  -         164.678 (meters)     540.28  (feet)  COMP
 QG0219  MODELED GRAV-     980,610.7   (mgal)                       NAVD 88
 QG0219
 QG0219  VERT ORDER  -  SECOND    CLASS 0
 QG0219
 QG0219.The horizontal coordinates were scaled from a topographic map and have
 QG0219.an estimated accuracy of +/- 6 seconds.
 QG0219
 QG0219.The orthometric height was determined by differential leveling
 QG0219.and adjusted by the National Geodetic Survey in June 1991..
 QG0219
 QG0219.The geoid height was determined by GEOID03.
 QG0219
 QG0219.The dynamic height is computed by dividing the NAVD 88
 QG0219.geopotential number by the normal gravity value computed on the
 QG0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0219.degrees latitude (g = 980.6199 gals.).
 QG0219
 QG0219.The modeled gravity was interpolated from observed gravity values.
 QG0219
 QG0219;                    North         East    Units  Estimated Accuracy
 QG0219;SPC ME E     -   193,290.      332,120.      MT  (+/- 180 meters Scaled)
 QG0219
 QG0219                          SUPERSEDED SURVEY CONTROL
 QG0219
 QG0219  NGVD 29 (??/??/92)  164.877  (m)          540.93   (f) ADJ UNCH    2 0
 QG0219
 QG0219.Superseded values are not recommended for survey control.
 QG0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0219.See file dsdata.txt to determine how the superseded data were derived.
 QG0219
 QG0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL712284(NAD 83)
 QG0219_MARKER: DB = BENCH MARK DISK
 QG0219_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QG0219_SP_SET: BRIDGE
 QG0219_STAMPING: K 78 1935
 QG0219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG0219
 QG0219  HISTORY     - Date     Condition        Report By
 QG0219  HISTORY     - 1935     MONUMENTED       CGS
 QG0219  HISTORY     - 1942     GOOD             NGS
 QG0219  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QG0219
 QG0219                          STATION DESCRIPTION
 QG0219
 QG0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QG0219'2.2 MI E FROM SPRINGFIELD.
 QG0219'2.2 MILES EAST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE AT
 QG0219'SPRINGFIELD, PENOBSCOT COUNTY, 0.3 MILE WEST OF WASHINGTON SCHOOL,
 QG0219'AT A 10-FOOT BRIDGE, IN THE TOP OF THE SOUTHEAST CORNER WING WALL,
 QG0219'15 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND 0.5 FOOT
 QG0219'LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED K 78 1935.
 QG0219
 QG0219                          STATION RECOVERY (1942)
 QG0219
 QG0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 QG0219'RECOVERED IN GOOD CONDITION.
 QG0219
 QG0219                          STATION RECOVERY (1985)
 QG0219
 QG0219'RECOVERY NOTE BY US POWER SQUADRON 1985 (WRM)
 QG0219'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0396 ***********************************************************************
 PD0396  DESIGNATION -  K 8
 PD0396  PID         -  PD0396
 PD0396  STATE/COUNTY-  ME/WASHINGTON
 PD0396  USGS QUAD   -  NORTHEAST BLUFF (1990)
 PD0396
 PD0396                         *CURRENT SURVEY CONTROL
 PD0396  ___________________________________________________________________
 PD0396* NAD 83(1986)-  44 52 15.     (N)    067 56 32.     (W)     SCALED    
 PD0396* NAVD 88     -        98.137  (meters)     321.97   (feet)  ADJUSTED  
 PD0396  ___________________________________________________________________
 PD0396  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 PD0396  DYNAMIC HT  -          98.131 (meters)     321.95  (feet)  COMP
 PD0396  MODELED GRAV-     980,550.9   (mgal)                       NAVD 88
 PD0396
 PD0396  VERT ORDER  -  SECOND    CLASS 0
 PD0396
 PD0396.The horizontal coordinates were scaled from a topographic map and have
 PD0396.an estimated accuracy of +/- 6 seconds.
 PD0396
 PD0396.The orthometric height was determined by differential leveling
 PD0396.and adjusted by the National Geodetic Survey in June 1991..
 PD0396
 PD0396.The geoid height was determined by GEOID03.
 PD0396
 PD0396.The dynamic height is computed by dividing the NAVD 88
 PD0396.geopotential number by the normal gravity value computed on the
 PD0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0396.degrees latitude (g = 980.6199 gals.).
 PD0396
 PD0396.The modeled gravity was interpolated from observed gravity values.
 PD0396
 PD0396;                    North         East    Units  Estimated Accuracy
 PD0396;SPC ME E     -   133,940.      344,070.      MT  (+/- 180 meters Scaled)
 PD0396
 PD0396                          SUPERSEDED SURVEY CONTROL
 PD0396
 PD0396  NGVD 29 (??/??/92)   98.325  (m)          322.59   (f) ADJ UNCH    2 0
 PD0396
 PD0396.Superseded values are not recommended for survey control.
 PD0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0396.See file dsdata.txt to determine how the superseded data were derived.
 PD0396
 PD0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK835691(NAD 83)
 PD0396_MARKER: DD = SURVEY DISK
 PD0396_SETTING: 80 = SET IN A BOULDER
 PD0396_SP_SET: BOULDER
 PD0396_STAMPING: K 8 1932
 PD0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0396+STABILITY: SURFACE MOTION
 PD0396
 PD0396  HISTORY     - Date     Condition        Report By
 PD0396  HISTORY     - 1932     MONUMENTED       USGS
 PD0396  HISTORY     - 1935     GOOD             NGS
 PD0396
 PD0396                          STATION DESCRIPTION
 PD0396
 PD0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PD0396'6.4 MI E FROM BEDDINGTON.
 PD0396'6.4 MILES EAST ALONG STATE HIGHWAY 9 FROM THE POST OFFICE AT
 PD0396'BEDDINGTON, WASHINGTON COUNTY, 125 YARDS WEST OF A BRIDGE OVER
 PD0396'WEST BRANCH MACHIAS RIVER, 52 YARDS SOUTH OF THE CENTERLINE OF
 PD0396'THE HIGHWAY AND IN THE TOP OF A LARGE GRANITE BOULDER.  A UNITED
 PD0396'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED K 8 1932.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0788 ***********************************************************************
 PE0788  DESIGNATION -  K 8
 PE0788  PID         -  PE0788
 PE0788  STATE/COUNTY-  ME/WALDO
 PE0788  USGS QUAD   -  UNITY POND (1982)
 PE0788
 PE0788                         *CURRENT SURVEY CONTROL
 PE0788  ___________________________________________________________________
 PE0788* NAD 83(1986)-  44 38 16.     (N)    069 21 29.     (W)     SCALED    
 PE0788* NAVD 88     -        57.463  (meters)     188.53   (feet)  ADJUSTED  
 PE0788  ___________________________________________________________________
 PE0788  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 PE0788  DYNAMIC HT  -          57.460 (meters)     188.52  (feet)  COMP
 PE0788  MODELED GRAV-     980,560.1   (mgal)                       NAVD 88
 PE0788
 PE0788  VERT ORDER  -  SECOND    CLASS 0
 PE0788
 PE0788.The horizontal coordinates were scaled from a topographic map and have
 PE0788.an estimated accuracy of +/- 6 seconds.
 PE0788
 PE0788.The orthometric height was determined by differential leveling
 PE0788.and adjusted by the National Geodetic Survey in June 1991..
 PE0788
 PE0788.The geoid height was determined by GEOID03.
 PE0788
 PE0788.The dynamic height is computed by dividing the NAVD 88
 PE0788.geopotential number by the normal gravity value computed on the
 PE0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0788.degrees latitude (g = 980.6199 gals.).
 PE0788
 PE0788.The modeled gravity was interpolated from observed gravity values.
 PE0788
 PE0788;                    North         East    Units  Estimated Accuracy
 PE0788;SPC ME E     -   108,250.      231,930.      MT  (+/- 180 meters Scaled)
 PE0788
 PE0788                          SUPERSEDED SURVEY CONTROL
 PE0788
 PE0788  NGVD 29 (??/??/92)   57.685  (m)          189.25   (f) ADJ UNCH    2 0
 PE0788
 PE0788.Superseded values are not recommended for survey control.
 PE0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0788.See file dsdata.txt to determine how the superseded data were derived.
 PE0788
 PE0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK716427(NAD 83)
 PE0788_MARKER: DD = SURVEY DISK
 PE0788_SETTING: 80 = SET IN A BOULDER
 PE0788_SP_SET: BOULDER
 PE0788_STAMPING: K 8 1923 ME ME 190 FT
 PE0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0788+STABILITY: SURFACE MOTION
 PE0788
 PE0788  HISTORY     - Date     Condition        Report By
 PE0788  HISTORY     - 1923     MONUMENTED       USGS
 PE0788  HISTORY     - 1935     GOOD             NGS
 PE0788  HISTORY     - 1935     GOOD             NGS
 PE0788
 PE0788                          STATION DESCRIPTION
 PE0788
 PE0788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PE0788'2 MI SE FROM WINNECOOK.
 PE0788'2.0 MILES SOUTHEAST ALONG THE BELFAST AND MOOSEHEAD LAKE RAILROAD
 PE0788'FROM THE STATION AT WINNECOOK, WALDO COUNTY, ABOUT 0.4 MILE
 PE0788'NORTHWEST OF MILEPOST B 27, ABOUT 0.3 MILE NORTHWEST OF A
 PE0788'COUNTY-ROAD CROSSING, 67 FEET NORTHEAST OF THE NORTHEAST RAIL,
 PE0788'37 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE, IN THE TOP OF A
 PE0788'LARGE BOULDER, AND ABOUT LEVEL WITH THE TRACK.  A UNITED STATES
 PE0788'GEOLOGICAL SURVEY STANDARD DISK, STAMPED K 8 1923 ME 190 FT.
 PE0788
 PE0788                          STATION RECOVERY (1935)
 PE0788
 PE0788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 PE0788'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0430 ***********************************************************************
 PE0430  DESIGNATION -  K 8
 PE0430  PID         -  PE0430
 PE0430  STATE/COUNTY-  ME/HANCOCK
 PE0430  USGS QUAD   -  GREEN LAKE (1982)
 PE0430
 PE0430                         *CURRENT SURVEY CONTROL
 PE0430  ___________________________________________________________________
 PE0430* NAD 83(1986)-  44 38 55.     (N)    068 32 19.     (W)     SCALED    
 PE0430* NAVD 88     -        70.700  (meters)     231.95   (feet)  ADJUSTED  
 PE0430  ___________________________________________________________________
 PE0430  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 PE0430  DYNAMIC HT  -          70.695 (meters)     231.94  (feet)  COMP
 PE0430  MODELED GRAV-     980,539.4   (mgal)                       NAVD 88
 PE0430  OBS GRAVITY -     980,537.4   (mgal)                       GRAV_OBS
 PE0430
 PE0430  VERT ORDER  -  FIRST     CLASS I
 PE0430
 PE0430.The horizontal coordinates were scaled from a topographic map and have
 PE0430.an estimated accuracy of +/- 6 seconds.
 PE0430
 PE0430.The orthometric height was determined by differential leveling
 PE0430.and adjusted by the National Geodetic Survey in June 1991..
 PE0430
 PE0430.The geoid height was determined by GEOID03.
 PE0430
 PE0430.The dynamic height is computed by dividing the NAVD 88
 PE0430.geopotential number by the normal gravity value computed on the
 PE0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0430.degrees latitude (g = 980.6199 gals.).
 PE0430
 PE0430.The modeled gravity was interpolated from observed gravity values.
 PE0430.The observed gravity was obtained from relative gravimeter ties
 PE0430.to the IGSN71 gravity network.
 PE0430
 PE0430;                    North         East    Units  Estimated Accuracy
 PE0430;SPC ME E     -   109,100.      296,940.      MT  (+/- 180 meters Scaled)
 PE0430
 PE0430                          SUPERSEDED SURVEY CONTROL
 PE0430
 PE0430  NGVD 29 (??/??/92)   70.891  (m)          232.58   (f) ADJ UNCH    1 1
 PE0430
 PE0430.Superseded values are not recommended for survey control.
 PE0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0430.See file dsdata.txt to determine how the superseded data were derived.
 PE0430
 PE0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK365440(NAD 83)
 PE0430_MARKER: DB = BENCH MARK DISK
 PE0430_SETTING: 66 = SET IN ROCK OUTCROP
 PE0430_SP_SET: ROCK OUTCROP
 PE0430_STAMPING: K 8 1927 232.683
 PE0430_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0430+STABILITY: POSITION/ELEVATION WELL
 PE0430
 PE0430  HISTORY     - Date     Condition        Report By
 PE0430  HISTORY     - 1927     MONUMENTED       CGS
 PE0430  HISTORY     - 1966     GOOD             NGS
 PE0430  HISTORY     - 1978     GOOD             DMA
 PE0430
 PE0430                          STATION DESCRIPTION
 PE0430
 PE0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0430'1.7 MI SE FROM GREEN LAKE.
 PE0430'1.7 MILES SOUTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE0430'BLACK TOPPED ROAD CROSSING AT GREEN LAKE, ON THE OUTSIDE OF A
 PE0430'CURVE WITH TANGENTS EXTENDING NORTH AND SOUTHWEST, ALONG THE
 PE0430'EAST SIDE OF A SMALL POND, 57 FEET SOUTHEAST OF AND ACROSS
 PE0430'TRACK FROM MILEPOST P156/C11, IN THE TOP OF A ROCK THAT THE
 PE0430'EXPOSED PORTION IS ABOUT 6-BY-12-FOOT AND PROJECTS 2 1/2 FEET,
 PE0430'18.5 FEET EAST OF THE EAST RAIL, 2 1/2 FEET EAST OF THE WEST
 PE0430'EDGE OF THE ROCK, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
 PE0430
 PE0430                          STATION RECOVERY (1978)
 PE0430
 PE0430'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PE0430'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1664 ***********************************************************************
 PE1664  DESIGNATION -  K 8 USGS RESET 1977
 PE1664  PID         -  PE1664
 PE1664  STATE/COUNTY-  ME/HANCOCK
 PE1664  USGS QUAD   -  SOUTHWEST HARBOR (1983)
 PE1664
 PE1664                         *CURRENT SURVEY CONTROL
 PE1664  ___________________________________________________________________
 PE1664* NAD 83(1986)-  44 21 49.     (N)    068 18 27.     (W)     SCALED    
 PE1664* NAVD 88     -        14.06   (+/-2cm)      46.1    (feet)  VERTCON   
 PE1664  ___________________________________________________________________
 PE1664  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 PE1664
 PE1664  VERT ORDER  -  THIRD (See Below)
 PE1664
 PE1664.The horizontal coordinates were scaled from a topographic map and have
 PE1664.an estimated accuracy of +/- 6 seconds.
 PE1664
 PE1664.The NAVD 88 height was computed by applying the VERTCON shift value to
 PE1664.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PE1664.The vertical order pertains to the NGVD 29 superseded value.
 PE1664
 PE1664.The geoid height was determined by GEOID03.
 PE1664
 PE1664;                    North         East    Units  Estimated Accuracy
 PE1664;SPC ME E     -    77,450.      315,340.      MT  (+/- 180 meters Scaled)
 PE1664
 PE1664                          SUPERSEDED SURVEY CONTROL
 PE1664
 PE1664  NGVD 29 (01/19/06)   14.25   (m)           46.8    (f) RESET       3  
 PE1664
 PE1664.Superseded values are not recommended for survey control.
 PE1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1664.See file dsdata.txt to determine how the superseded data were derived.
 PE1664
 PE1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK551124(NAD 83)
 PE1664_MARKER: DD = SURVEY DISK
 PE1664_SETTING: 66 = SET IN ROCK OUTCROP
 PE1664_SP_SET: SET IN ROCK OUTCROP
 PE1664_STAMPING: K 8 RESET 1977
 PE1664_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1664+STABILITY: POSITION/ELEVATION WELL
 PE1664
 PE1664  HISTORY     - Date     Condition        Report By
 PE1664  HISTORY     - 1977     MONUMENTED       MEHD
 PE1664  HISTORY     - 20040801 GOOD             USPSQD
 PE1664
 PE1664                          STATION DESCRIPTION
 PE1664
 PE1664'DESCRIBED BY MAINE HIGHWAY DEPARTMENT (NOW MEDT) 1977
 PE1664'1.6 MI ESE FROM SOMESVILLE.
 PE1664'LOCATED AT THE HIGHWAY JUNCTION OF ROUUE 198 AND 233 ON MOUNT DESERT
 PE1664'ISLAND AT THE NORTHWEST CORNER OF ACADIA NATIONAL PARK.  THE BM
 PE1664'IS A STANDARD DEPARTMENT OF INTERIOR ALUMINUM SURVEY DISK, IN THE
 PE1664'WESTERLY CORNER OF THE HIGHWAY LEDGE CUT, 27 FEET NORTHEAST OF THE
 PE1664'CENTER OF ROUTE 098, 435 FEET NORTHWEST OF THE HIGHWAY JUNCTION OF
 PE1664'ROUTES 198 AND 233, 95.5 FEET NORTH OF UTILITY POLE 253/454, 109
 PE1664'FEET EAST OF UTILITY POLE 453.
 PE1664'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 PE1664
 PE1664                          STATION RECOVERY (2004)
 PE1664
 PE1664'RECOVERY NOTE BY US POWER SQUADRON 2004
 PE1664'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0547 ***********************************************************************
 QG0547  DESIGNATION -  K 80
 QG0547  PID         -  QG0547
 QG0547  STATE/COUNTY-  ME/PISCATAQUIS
 QG0547  USGS QUAD   -  NORCROSS (1988)
 QG0547
 QG0547                         *CURRENT SURVEY CONTROL
 QG0547  ___________________________________________________________________
 QG0547* NAD 83(1986)-  45 44 17.     (N)    068 50 52.     (W)     SCALED    
 QG0547* NAVD 88     -       151.597  (meters)     497.36   (feet)  ADJUSTED  
 QG0547  ___________________________________________________________________
 QG0547  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 QG0547  DYNAMIC HT  -         151.600 (meters)     497.37  (feet)  COMP
 QG0547  MODELED GRAV-     980,632.5   (mgal)                       NAVD 88
 QG0547
 QG0547  VERT ORDER  -  SECOND    CLASS 0
 QG0547
 QG0547.The horizontal coordinates were scaled from a topographic map and have
 QG0547.an estimated accuracy of +/- 6 seconds.
 QG0547
 QG0547.The orthometric height was determined by differential leveling
 QG0547.and adjusted by the National Geodetic Survey in June 1991..
 QG0547
 QG0547.The geoid height was determined by GEOID03.
 QG0547
 QG0547.The dynamic height is computed by dividing the NAVD 88
 QG0547.geopotential number by the normal gravity value computed on the
 QG0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0547.degrees latitude (g = 980.6199 gals.).
 QG0547
 QG0547.The modeled gravity was interpolated from observed gravity values.
 QG0547
 QG0547;                    North         East    Units  Estimated Accuracy
 QG0547;SPC ME E     -   230,220.      272,940.      MT  (+/- 180 meters Scaled)
 QG0547
 QG0547                          SUPERSEDED SURVEY CONTROL
 QG0547
 QG0547  NGVD 29 (??/??/92)  151.762  (m)          497.91   (f) ADJ UNCH    2 0
 QG0547
 QG0547.Superseded values are not recommended for survey control.
 QG0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0547.See file dsdata.txt to determine how the superseded data were derived.
 QG0547
 QG0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL118649(NAD 83)
 QG0547_MARKER: DB = BENCH MARK DISK
 QG0547_SETTING: 80 = SET IN A BOULDER
 QG0547_SP_SET: BOULDER
 QG0547_STAMPING: K 80 1942
 QG0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0547+STABILITY: SURFACE MOTION
 QG0547
 QG0547  HISTORY     - Date     Condition        Report By
 QG0547  HISTORY     - 1942     MONUMENTED       CGS
 QG0547  HISTORY     - 19841001 MARK NOT FOUND   USPSQD
 QG0547
 QG0547                          STATION DESCRIPTION
 QG0547
 QG0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0547'9 MI NW FROM MILLINOCKET.
 QG0547'IN PISCATAQUIS COUNTY, 9.0 MILES NORTHWEST ALONG THE BAXTER STATE
 QG0547'PARK ROAD FROM THE BANGOR AND AROOSTOOK RAILROAD STATION AT
 QG0547'MILLINOCKET, PENOBSCOT COUNTY, 0.9 MILE NORTHWEST OF THE ENTRANCE
 QG0547'TO THE MILLINOCKET LAKE CAMP GROUNDS, 150 FEET NORTHWEST OF A CURVE,
 QG0547'42 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, IN THE TOP OF AN
 QG0547'8- BY 12-FOOT GRANITE BOULDER, AND LEVEL WITH THE ROAD.  A
 QG0547'STANDARD DISK, STAMPED K 80 1942.
 QG0547
 QG0547                          STATION RECOVERY (1984)
 QG0547
 QG0547'RECOVERY NOTE BY US POWER SQUADRON 1984 (BRP)
 QG0547'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0676 ***********************************************************************
 QG0676  DESIGNATION -  K 81
 QG0676  PID         -  QG0676
 QG0676  STATE/COUNTY-  ME/PISCATAQUIS
 QG0676  USGS QUAD   -  DOUBLETOP MTN (1988)
 QG0676
 QG0676                         *CURRENT SURVEY CONTROL
 QG0676  ___________________________________________________________________
 QG0676* NAD 83(1986)-  45 57 39.     (N)    069 03 33.     (W)     SCALED    
 QG0676* NAVD 88     -       374.492  (meters)    1228.65   (feet)  ADJUSTED  
 QG0676  ___________________________________________________________________
 QG0676  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 QG0676  DYNAMIC HT  -         374.494 (meters)    1228.65  (feet)  COMP
 QG0676  MODELED GRAV-     980,609.0   (mgal)                       NAVD 88
 QG0676
 QG0676  VERT ORDER  -  SECOND    CLASS 0
 QG0676
 QG0676.The horizontal coordinates were scaled from a topographic map and have
 QG0676.an estimated accuracy of +/- 6 seconds.
 QG0676
 QG0676.The orthometric height was determined by differential leveling
 QG0676.and adjusted by the National Geodetic Survey in June 1991..
 QG0676
 QG0676.The geoid height was determined by GEOID03.
 QG0676
 QG0676.The dynamic height is computed by dividing the NAVD 88
 QG0676.geopotential number by the normal gravity value computed on the
 QG0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0676.degrees latitude (g = 980.6199 gals.).
 QG0676
 QG0676.The modeled gravity was interpolated from observed gravity values.
 QG0676
 QG0676;                    North         East    Units  Estimated Accuracy
 QG0676;SPC ME E     -   255,070.      256,660.      MT  (+/- 180 meters Scaled)
 QG0676
 QG0676                          SUPERSEDED SURVEY CONTROL
 QG0676
 QG0676  NGVD 29 (??/??/92)  374.646  (m)         1229.15   (f) ADJ UNCH    2 0
 QG0676
 QG0676.Superseded values are not recommended for survey control.
 QG0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0676.See file dsdata.txt to determine how the superseded data were derived.
 QG0676
 QG0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL954896(NAD 83)
 QG0676_MARKER: DB = BENCH MARK DISK
 QG0676_SETTING: 80 = SET IN A BOULDER
 QG0676_SP_SET: BOULDER
 QG0676_STAMPING: K 81 1942
 QG0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0676+STABILITY: SURFACE MOTION
 QG0676
 QG0676  HISTORY     - Date     Condition        Report By
 QG0676  HISTORY     - 1942     MONUMENTED       CGS
 QG0676
 QG0676                          STATION DESCRIPTION
 QG0676
 QG0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0676'31.7 MI NW FROM MILLINOCKET.
 QG0676'IN PISCATAQUIS COUNTY, 31.7 MILES NORTHWEST OF MILLINOCKET,
 QG0676'PENOBSCOT COUNTY.  THIS BENCH MARK MAY BE REACHED FROM THE BANGOR
 QG0676'AND AROOSTOOK RAILROAD STATION BY GOING 24.2 MILES NORTHWEST ALONG
 QG0676'THE BAXTER STATE PARK ROAD TO THE KATAHDIN STREAM RANGER STATION,
 QG0676'THENCE 7.5 MILES NORTHWEST PAST THE RANGER STATION.  IT IS 1.5
 QG0676'MILES SOUTHEAST OF THE JUNCTION OF A ROAD LEADING TO CAMP PHOENIX,
 QG0676'250 FEET SOUTH OF A GATE ACROSS THE ROAD, 30 FEET SOUTH OF A
 QG0676'10-FOOT-HIGH BOULDER, 18 FEET WEST OF THE CENTER LINE OF THE
 QG0676'ROAD, AT THE POINT WHERE THE ROAD CROSSES A ROCK OUTCROP ON THE
 QG0676'WEST BANK OF SOURDNAHUNK STREAM, 12 FEET EAST OF THE LOW-WATERMARK
 QG0676'OF THE STREAM, IN THE TOP OF THE OUTCROP, AND ABOUT 2 FEET LOWER
 QG0676'THAN THE ROAD.  A STANDARD DISK, STAMPED K 81 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0054 ***********************************************************************
 QG0054  DESIGNATION -  K 82
 QG0054  PID         -  QG0054
 QG0054  STATE/COUNTY-  ME/PENOBSCOT
 QG0054  USGS QUAD   -  KINGMAN (1988)
 QG0054
 QG0054                         *CURRENT SURVEY CONTROL
 QG0054  ___________________________________________________________________
 QG0054* NAD 83(1986)-  45 32 15.     (N)    068 10 57.     (W)     SCALED    
 QG0054* NAVD 88     -       126.893  (meters)     416.31   (feet)  ADJUSTED  
 QG0054  ___________________________________________________________________
 QG0054  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 QG0054  DYNAMIC HT  -         126.895 (meters)     416.32  (feet)  COMP
 QG0054  MODELED GRAV-     980,627.0   (mgal)                       NAVD 88
 QG0054
 QG0054  VERT ORDER  -  SECOND    CLASS 0
 QG0054
 QG0054.The horizontal coordinates were scaled from a topographic map and have
 QG0054.an estimated accuracy of +/- 6 seconds.
 QG0054
 QG0054.The orthometric height was determined by differential leveling
 QG0054.and adjusted by the National Geodetic Survey in June 1991..
 QG0054
 QG0054.The geoid height was determined by GEOID03.
 QG0054
 QG0054.The dynamic height is computed by dividing the NAVD 88
 QG0054.geopotential number by the normal gravity value computed on the
 QG0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0054.degrees latitude (g = 980.6199 gals.).
 QG0054
 QG0054.The modeled gravity was interpolated from observed gravity values.
 QG0054
 QG0054;                    North         East    Units  Estimated Accuracy
 QG0054;SPC ME E     -   207,920.      324,800.      MT  (+/- 180 meters Scaled)
 QG0054
 QG0054                          SUPERSEDED SURVEY CONTROL
 QG0054
 QG0054  NGVD 29 (??/??/92)  127.074  (m)          416.91   (f) ADJ UNCH    2 0
 QG0054
 QG0054.Superseded values are not recommended for survey control.
 QG0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0054.See file dsdata.txt to determine how the superseded data were derived.
 QG0054
 QG0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL638429(NAD 83)
 QG0054_MARKER: DB = BENCH MARK DISK
 QG0054_SETTING: 80 = SET IN A BOULDER
 QG0054_SP_SET: BOULDER
 QG0054_STAMPING: K 82 1942
 QG0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0054+STABILITY: SURFACE MOTION
 QG0054
 QG0054  HISTORY     - Date     Condition        Report By
 QG0054  HISTORY     - 1942     MONUMENTED       CGS
 QG0054
 QG0054                          STATION DESCRIPTION
 QG0054
 QG0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0054'1.4 MI SE FROM KINGMAN.
 QG0054'1.4 MILES SOUTHEAST ALONG STATE HIGHWAY 170 FROM THE MAINE
 QG0054'CENTRAL RAILROAD STATION AT KINGMAN, PENOBSCOT COUNTY, AT A
 QG0054'SMALL MEADOW ON THE EAST SIDE OF THE HIGHWAY, 111 FEET EAST OF THE
 QG0054'CENTER LINE OF THE HIGHWAY, 30 FEET NORTH OF A CLUMP OF SMALL
 QG0054'POPLAR TREES, IN THE TOP OF A 7-FOOT BOULDER PROJECTING 2 FEET
 QG0054'ABOVE THE GROUND, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK,
 QG0054'STAMPED K 82 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0342 ***********************************************************************
 QG0342  DESIGNATION -  K 83
 QG0342  PID         -  QG0342
 QG0342  STATE/COUNTY-  ME/PISCATAQUIS
 QG0342  USGS QUAD   -  LAGRANGE (1983)
 QG0342
 QG0342                         *CURRENT SURVEY CONTROL
 QG0342  ___________________________________________________________________
 QG0342* NAD 83(1986)-  45 10 09.     (N)    068 51 38.     (W)     SCALED    
 QG0342* NAVD 88     -        80.001  (meters)     262.47   (feet)  ADJUSTED  
 QG0342  ___________________________________________________________________
 QG0342  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 QG0342  DYNAMIC HT  -          80.000 (meters)     262.47  (feet)  COMP
 QG0342  MODELED GRAV-     980,603.7   (mgal)                       NAVD 88
 QG0342
 QG0342  VERT ORDER  -  FIRST     CLASS II
 QG0342
 QG0342.The horizontal coordinates were scaled from a topographic map and have
 QG0342.an estimated accuracy of +/- 6 seconds.
 QG0342
 QG0342.The orthometric height was determined by differential leveling
 QG0342.and adjusted by the National Geodetic Survey in June 1991..
 QG0342
 QG0342.The geoid height was determined by GEOID03.
 QG0342
 QG0342.The dynamic height is computed by dividing the NAVD 88
 QG0342.geopotential number by the normal gravity value computed on the
 QG0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0342.degrees latitude (g = 980.6199 gals.).
 QG0342
 QG0342.The modeled gravity was interpolated from observed gravity values.
 QG0342
 QG0342;                    North         East    Units  Estimated Accuracy
 QG0342;SPC ME E     -   167,010.      271,660.      MT  (+/- 180 meters Scaled)
 QG0342
 QG0342                          SUPERSEDED SURVEY CONTROL
 QG0342
 QG0342  NGVD 29 (??/??/92)   80.189  (m)          263.09   (f) ADJ UNCH    1 2
 QG0342
 QG0342.Superseded values are not recommended for survey control.
 QG0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0342.See file dsdata.txt to determine how the superseded data were derived.
 QG0342
 QG0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL109017(NAD 83)
 QG0342_MARKER: DB = BENCH MARK DISK
 QG0342_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QG0342_SP_SET: CULVERT
 QG0342_STAMPING: K 83 1942
 QG0342_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG0342
 QG0342  HISTORY     - Date     Condition        Report By
 QG0342  HISTORY     - 1942     MONUMENTED       CGS
 QG0342  HISTORY     - 1953     GOOD             NGS
 QG0342  HISTORY     - 1978     MARK NOT FOUND   NGS
 QG0342
 QG0342                          STATION DESCRIPTION
 QG0342
 QG0342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 QG0342'0.7 MI NW FROM LAGRANGE.
 QG0342'0.7 MILE NORTHWEST ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 QG0342'THE STATION AT LAGRANGE, ABOUT 0.25 MILE NORTHWEST OF MILE POST 58,
 QG0342'IN THE TOP OF THE NORTHWEST END OF CONCRETE HEAD WALL OF 3-FOOT
 QG0342'STONE CULVERT NO. 58.26, 8 FEET NORTHEAST OF NORTHEAST RAIL AND
 QG0342'ABOUT 3 FEET BELOW LEVEL OF TRACK.
 QG0342
 QG0342                          STATION RECOVERY (1978)
 QG0342
 QG0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0342'SEARCHED AND LOCATED STONE CULVERT, 12 INCHES CONCRETE POURED ATOP
 QG0342'OLD HEADWALL, RECOVERY NOT POSSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0630 ***********************************************************************
 PE0630  DESIGNATION -  K 84
 PE0630  PID         -  PE0630
 PE0630  STATE/COUNTY-  ME/PENOBSCOT
 PE0630  USGS QUAD   -  OLD TOWN (1988)
 PE0630
 PE0630                         *CURRENT SURVEY CONTROL
 PE0630  ___________________________________________________________________
 PE0630* NAD 83(1986)-  44 59 34.     (N)    068 42 01.     (W)     SCALED    
 PE0630* NAVD 88     -        50.889  (meters)     166.96   (feet)  ADJUSTED  
 PE0630  ___________________________________________________________________
 PE0630  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 PE0630  DYNAMIC HT  -          50.888 (meters)     166.96  (feet)  COMP
 PE0630  MODELED GRAV-     980,602.1   (mgal)                       NAVD 88
 PE0630
 PE0630  VERT ORDER  -  SECOND    CLASS 0
 PE0630
 PE0630.The horizontal coordinates were scaled from a topographic map and have
 PE0630.an estimated accuracy of +/- 6 seconds.
 PE0630
 PE0630.The orthometric height was determined by differential leveling
 PE0630.and adjusted by the National Geodetic Survey in June 1991..
 PE0630
 PE0630.The geoid height was determined by GEOID03.
 PE0630
 PE0630.The dynamic height is computed by dividing the NAVD 88
 PE0630.geopotential number by the normal gravity value computed on the
 PE0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0630.degrees latitude (g = 980.6199 gals.).
 PE0630
 PE0630.The modeled gravity was interpolated from observed gravity values.
 PE0630
 PE0630;                    North         East    Units  Estimated Accuracy
 PE0630;SPC ME E     -   147,360.      284,210.      MT  (+/- 180 meters Scaled)
 PE0630
 PE0630                          SUPERSEDED SURVEY CONTROL
 PE0630
 PE0630  NGVD 29 (??/??/92)   51.084  (m)          167.60   (f) ADJ UNCH    2 0
 PE0630
 PE0630.Superseded values are not recommended for survey control.
 PE0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0630.See file dsdata.txt to determine how the superseded data were derived.
 PE0630
 PE0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK236821(NAD 83)
 PE0630_MARKER: DB = BENCH MARK DISK
 PE0630_SETTING: 80 = SET IN A BOULDER
 PE0630_SP_SET: BOULDER
 PE0630_STAMPING: K 84 1942
 PE0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0630+STABILITY: SURFACE MOTION
 PE0630
 PE0630  HISTORY     - Date     Condition        Report By
 PE0630  HISTORY     - 1942     MONUMENTED       CGS
 PE0630
 PE0630                          STATION DESCRIPTION
 PE0630
 PE0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PE0630'3 MI W FROM OLD TOWN.
 PE0630'3 MILES WEST ALONG STATE HIGHWAY 43 FROM THE INTERSECTION OF
 PE0630'U.S. HIGHWAY 2 AT OLD TOWN, PENOBSCOT COUNTY, 2.8 MILES NORTH
 PE0630'ALONG STATE HIGHWAY 155, 350 FEET NORTHWEST OF A FARMHOUSE
 PE0630'AND A VERY LARGE BARN WEST OF THE HIGHWAY, 37 FEET SOUTHWEST
 PE0630'OF THE CENTERLINE OF THE HIGHWAY, AT THE NORTHWEST END OF A
 PE0630'SMALL CULTIVATED FIELD, IN THE TOP OF A ROUND WHITE BOULDER
 PE0630'4 FEET IN DIAMETER AND 1 FOOT HIGH, AND 2 FEET HIGHER THAN THE
 PE0630'HIGHWAY.  A STANDARD DISK, STAMPED K 84 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0958 ***********************************************************************
 QG0958  DESIGNATION -  K 85
 QG0958  PID         -  QG0958
 QG0958  STATE/COUNTY-  ME/PISCATAQUIS
 QG0958  USGS QUAD   -  LILY BAY (1989)
 QG0958
 QG0958                         *CURRENT SURVEY CONTROL
 QG0958  ___________________________________________________________________
 QG0958* NAD 83(1986)-  45 34 49.     (N)    069 31 23.     (W)     SCALED    
 QG0958* NAVD 88     -       316.788  (meters)    1039.33   (feet)  ADJUSTED  
 QG0958  ___________________________________________________________________
 QG0958  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 QG0958  DYNAMIC HT  -         316.787 (meters)    1039.33  (feet)  COMP
 QG0958  MODELED GRAV-     980,603.6   (mgal)                       NAVD 88
 QG0958
 QG0958  VERT ORDER  -  SECOND    CLASS 0
 QG0958
 QG0958.The horizontal coordinates were scaled from a topographic map and have
 QG0958.an estimated accuracy of +/- 6 seconds.
 QG0958
 QG0958.The orthometric height was determined by differential leveling
 QG0958.and adjusted by the National Geodetic Survey in June 1991..
 QG0958
 QG0958.The geoid height was determined by GEOID03.
 QG0958
 QG0958.The dynamic height is computed by dividing the NAVD 88
 QG0958.geopotential number by the normal gravity value computed on the
 QG0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0958.degrees latitude (g = 980.6199 gals.).
 QG0958
 QG0958.The modeled gravity was interpolated from observed gravity values.
 QG0958
 QG0958;                    North         East    Units  Estimated Accuracy
 QG0958;SPC ME E     -   213,140.      220,160.      MT  (+/- 180 meters Scaled)
 QG0958
 QG0958                          SUPERSEDED SURVEY CONTROL
 QG0958
 QG0958  NGVD 29 (??/??/92)  316.960  (m)         1039.89   (f) ADJ UNCH    2 0
 QG0958
 QG0958.Superseded values are not recommended for survey control.
 QG0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0958.See file dsdata.txt to determine how the superseded data were derived.
 QG0958
 QG0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL591475(NAD 83)
 QG0958_MARKER: DB = BENCH MARK DISK
 QG0958_SETTING: 66 = SET IN ROCK OUTCROP
 QG0958_SP_SET: ROCK OUTCROP
 QG0958_STAMPING: K 85 1942
 QG0958_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0958+STABILITY: POSITION/ELEVATION WELL
 QG0958
 QG0958  HISTORY     - Date     Condition        Report By
 QG0958  HISTORY     - 1942     MONUMENTED       CGS
 QG0958  HISTORY     - 19860530 MARK NOT FOUND   USPSQD
 QG0958
 QG0958                          STATION DESCRIPTION
 QG0958
 QG0958'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0958'9.1 MI N FROM GREENVILLE.
 QG0958'9.1 MILES NORTH ALONG A COUNTY ROAD FROM THE TOWN HALL AT
 QG0958'GREENVILLE, PISCATAQUIS COUNTY, 0.4 MILE NORTH OF MUD BROOK,
 QG0958'55 FEET SOUTH OF POLE 366, 25 FEET EAST OF THE CENTER LINE OF
 QG0958'THE ROAD, IN THE TOP OF A ROCK OUTCROP PROJECTING 0.4 FOOT ABOVE
 QG0958'THE GROUND, AND ABOUT 4 FEET HIGHER THAN THE ROAD.  A STANDARD
 QG0958'DISK, STAMPED K 85 1942.
 QG0958
 QG0958                          STATION RECOVERY (1986)
 QG0958
 QG0958'RECOVERY NOTE BY US POWER SQUADRON 1986 (DVH)
 QG0958'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0652 ***********************************************************************
 QG0652  DESIGNATION -  K 86
 QG0652  PID         -  QG0652
 QG0652  STATE/COUNTY-  ME/PISCATAQUIS
 QG0652  USGS QUAD   -  CARIBOU LAKE SOUTH (1988)
 QG0652
 QG0652                         *CURRENT SURVEY CONTROL
 QG0652  ___________________________________________________________________
 QG0652* NAD 83(1986)-  45 48 56.     (N)    069 15 52.     (W)     SCALED    
 QG0652* NAVD 88     -       293.790  (meters)     963.88   (feet)  ADJUSTED  
 QG0652  ___________________________________________________________________
 QG0652  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 QG0652  DYNAMIC HT  -         293.795 (meters)     963.89  (feet)  COMP
 QG0652  MODELED GRAV-     980,622.3   (mgal)                       NAVD 88
 QG0652
 QG0652  VERT ORDER  -  SECOND    CLASS 0
 QG0652
 QG0652.The horizontal coordinates were scaled from a topographic map and have
 QG0652.an estimated accuracy of +/- 6 seconds.
 QG0652
 QG0652.The orthometric height was determined by differential leveling
 QG0652.and adjusted by the National Geodetic Survey in June 1991..
 QG0652
 QG0652.The geoid height was determined by GEOID03.
 QG0652
 QG0652.The dynamic height is computed by dividing the NAVD 88
 QG0652.geopotential number by the normal gravity value computed on the
 QG0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0652.degrees latitude (g = 980.6199 gals.).
 QG0652
 QG0652.The modeled gravity was interpolated from observed gravity values.
 QG0652
 QG0652;                    North         East    Units  Estimated Accuracy
 QG0652;SPC ME E     -   239,060.      240,590.      MT  (+/- 180 meters Scaled)
 QG0652
 QG0652                          SUPERSEDED SURVEY CONTROL
 QG0652
 QG0652  NGVD 29 (??/??/92)  293.947  (m)          964.39   (f) ADJ UNCH    2 0
 QG0652
 QG0652.Superseded values are not recommended for survey control.
 QG0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0652.See file dsdata.txt to determine how the superseded data were derived.
 QG0652
 QG0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL794735(NAD 83)
 QG0652_MARKER: DB = BENCH MARK DISK
 QG0652_SETTING: 66 = SET IN ROCK OUTCROP
 QG0652_SP_SET: ROCK OUTCROP
 QG0652_STAMPING: K 86 1942
 QG0652_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0652+STABILITY: POSITION/ELEVATION WELL
 QG0652
 QG0652  HISTORY     - Date     Condition        Report By
 QG0652  HISTORY     - 1942     MONUMENTED       CGS
 QG0652  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 QG0652
 QG0652                          STATION DESCRIPTION
 QG0652
 QG0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0652'14.6 MI N FROM KOKADJO.
 QG0652'14.6 MILES NORTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 QG0652'KOKADJO, PISCATAQUIS COUNTY, 0.2 MILE NORTH OF CARIBOU BROOK,
 QG0652'125 FEET SOUTH OF A CURVE, AT THE TOP OF A SMALL HILL, 24 FEET
 QG0652'EAST OF THE CENTER LINE OF THE ROAD, 15 FEET SOUTHWEST OF A
 QG0652'POLE, IN THE TOP OF A ROCK OUTCROP, AND ABOUT 2 FEET HIGHER THAN
 QG0652'THE ROAD.  A STANDARD DISK, STAMPED K 86 1942.
 QG0652
 QG0652                          STATION RECOVERY (1984)
 QG0652
 QG0652'RECOVERY NOTE BY US POWER SQUADRON 1984 (RPS)
 QG0652'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0776 ***********************************************************************
 QG0776  DESIGNATION -  K 87
 QG0776  PID         -  QG0776
 QG0776  STATE/COUNTY-  ME/PISCATAQUIS
 QG0776  USGS QUAD   -  GUILFORD (1984)
 QG0776
 QG0776                         *CURRENT SURVEY CONTROL
 QG0776  ___________________________________________________________________
 QG0776* NAD 83(1986)-  45 11 12.     (N)    069 26 49.     (W)     SCALED    
 QG0776* NAVD 88     -       122.118  (meters)     400.65   (feet)  ADJUSTED  
 QG0776  ___________________________________________________________________
 QG0776  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 QG0776  DYNAMIC HT  -         122.114 (meters)     400.64  (feet)  COMP
 QG0776  MODELED GRAV-     980,584.3   (mgal)                       NAVD 88
 QG0776
 QG0776  VERT ORDER  -  SECOND    CLASS 0
 QG0776
 QG0776.The horizontal coordinates were scaled from a topographic map and have
 QG0776.an estimated accuracy of +/- 6 seconds.
 QG0776
 QG0776.The orthometric height was determined by differential leveling
 QG0776.and adjusted by the National Geodetic Survey in June 1991..
 QG0776
 QG0776.The geoid height was determined by GEOID03.
 QG0776
 QG0776.The dynamic height is computed by dividing the NAVD 88
 QG0776.geopotential number by the normal gravity value computed on the
 QG0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0776.degrees latitude (g = 980.6199 gals.).
 QG0776
 QG0776.The modeled gravity was interpolated from observed gravity values.
 QG0776
 QG0776;                    North         East    Units  Estimated Accuracy
 QG0776;SPC ME E     -   169,320.      225,590.      MT  (+/- 180 meters Scaled)
 QG0776
 QG0776                          SUPERSEDED SURVEY CONTROL
 QG0776
 QG0776  NGVD 29 (??/??/92)  122.305  (m)          401.26   (f) ADJ UNCH    2 0
 QG0776
 QG0776.Superseded values are not recommended for survey control.
 QG0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0776.See file dsdata.txt to determine how the superseded data were derived.
 QG0776
 QG0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL648037(NAD 83)
 QG0776_MARKER: DB = BENCH MARK DISK
 QG0776_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QG0776_SP_SET: BRIDGE
 QG0776_STAMPING: K 87 1942
 QG0776_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG0776
 QG0776  HISTORY     - Date     Condition        Report By
 QG0776  HISTORY     - 1942     MONUMENTED       CGS
 QG0776  HISTORY     - 1978     MARK NOT FOUND   NGS
 QG0776
 QG0776                          STATION DESCRIPTION
 QG0776
 QG0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0776'AT ABBOT VILLAGE.
 QG0776'AT ABBOT VILLAGE, PISCATAQUIS COUNTY, ABOUT 0.3 MILE EAST ALONG AN
 QG0776'ASPHALT ROAD LEADING TO THE BANGOR AND AROOSTOOK RAILROAD STATION
 QG0776'FROM THE SCHOOLHOUSE, AT A CONCRETE AND STEEL BRIDGE OVER
 QG0776'PISCATAQUIS RIVER, IN THE TOP OF THE NORTH END OF THE WEST
 QG0776'ABUTMENT, 13 FEET NORTH OF THE CENTER LINE OF THE BRIDGE, AND
 QG0776'ABOUT 6 FEET LOWER THAN THE BRIDGE.  A STANDARD DISK, STAMPED
 QG0776'K 87 1942.
 QG0776
 QG0776                          STATION RECOVERY (1978)
 QG0776
 QG0776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0776'MARK SEARCHED BUT NOT RECOVERED, THE BRIDGE AND ABUTMENTS APPEAR TO
 QG0776'HAVE BEEN REBUILT IN RECENT YEARS, MARK BELIEVED TO BE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0374 ***********************************************************************
 PD0374  DESIGNATION -  K 88
 PD0374  PID         -  PD0374
 PD0374  STATE/COUNTY-  ME/WASHINGTON
 PD0374  USGS QUAD   -  SCHOODIC LAKE (1984)
 PD0374
 PD0374                         *CURRENT SURVEY CONTROL
 PD0374  ___________________________________________________________________
 PD0374* NAD 83(1986)-  44 38 30.     (N)    067 56 50.     (W)     SCALED    
 PD0374* NAVD 88     -        31.141  (meters)     102.17   (feet)  ADJUSTED  
 PD0374  ___________________________________________________________________
 PD0374  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 PD0374  DYNAMIC HT  -          31.140 (meters)     102.17  (feet)  COMP
 PD0374  MODELED GRAV-     980,577.8   (mgal)                       NAVD 88
 PD0374
 PD0374  VERT ORDER  -  SECOND    CLASS 0
 PD0374
 PD0374.The horizontal coordinates were scaled from a topographic map and have
 PD0374.an estimated accuracy of +/- 6 seconds.
 PD0374
 PD0374.The orthometric height was determined by differential leveling
 PD0374.and adjusted by the National Geodetic Survey in June 1991..
 PD0374
 PD0374.The geoid height was determined by GEOID03.
 PD0374
 PD0374.The dynamic height is computed by dividing the NAVD 88
 PD0374.geopotential number by the normal gravity value computed on the
 PD0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0374.degrees latitude (g = 980.6199 gals.).
 PD0374
 PD0374.The modeled gravity was interpolated from observed gravity values.
 PD0374
 PD0374;                    North         East    Units  Estimated Accuracy
 PD0374;SPC ME E     -   108,480.      343,850.      MT  (+/- 180 meters Scaled)
 PD0374
 PD0374                          SUPERSEDED SURVEY CONTROL
 PD0374
 PD0374  NGVD 29 (??/??/92)   31.318  (m)          102.75   (f) ADJ UNCH    2 0
 PD0374
 PD0374.Superseded values are not recommended for survey control.
 PD0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0374.See file dsdata.txt to determine how the superseded data were derived.
 PD0374
 PD0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK834436(NAD 83)
 PD0374_MARKER: DD = SURVEY DISK
 PD0374_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PD0374_SP_SET: BRIDGE
 PD0374_STAMPING: K 88 1942
 PD0374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PD0374
 PD0374  HISTORY     - Date     Condition        Report By
 PD0374  HISTORY     - 1942     MONUMENTED       CGS
 PD0374  HISTORY     - 1964     GOOD             NGS
 PD0374
 PD0374                          STATION DESCRIPTION
 PD0374
 PD0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 PD0374'2.6 MI N FROM CHERRYFIELD.
 PD0374'SET HORIZONTALLY IN THE TOP OF THE NORTHEAST WINGWALL OF A 6 X
 PD0374'10 FOOT CONCRETE BRIDGE OVER LAWRENCE BROOK AND 13 FEET EAST OF
 PD0374'THE CENTER OF THE HIGHWAY.  REACHED FROM THE INTERSECTION OF
 PD0374'U.S. HIGHWAY 1 AND STATE HIGHWAY 193 IN CHERRYFIELD BY GOING
 PD0374'NORTH ON 193 FOR 3.8 MILES TO THE BRIDGE AND THE MARK ON THE
 PD0374'RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0388 ***********************************************************************
 PE0388  DESIGNATION -  K 89
 PE0388  PID         -  PE0388
 PE0388  STATE/COUNTY-  ME/PENOBSCOT
 PE0388  USGS QUAD   -  BANGOR (1991)
 PE0388
 PE0388                         *CURRENT SURVEY CONTROL
 PE0388  ___________________________________________________________________
 PE0388* NAD 83(1986)-  44 47 09.     (N)    068 45 36.     (W)     SCALED    
 PE0388* NAVD 88     -        22.322  (meters)      73.23   (feet)  ADJUSTED  
 PE0388  ___________________________________________________________________
 PE0388  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 PE0388  DYNAMIC HT  -          22.321 (meters)      73.23  (feet)  COMP
 PE0388  MODELED GRAV-     980,582.3   (mgal)                       NAVD 88
 PE0388  OBS GRAVITY -     980,579.3   (mgal)                       GRAV_OBS
 PE0388
 PE0388  VERT ORDER  -  FIRST     CLASS I
 PE0388
 PE0388.The horizontal coordinates were scaled from a topographic map and have
 PE0388.an estimated accuracy of +/- 6 seconds.
 PE0388
 PE0388.The orthometric height was determined by differential leveling
 PE0388.and adjusted by the National Geodetic Survey in June 1991..
 PE0388.WARNING-Repeat measurements at this control monument indicate possible
 PE0388.vertical movement.
 PE0388
 PE0388.The geoid height was determined by GEOID03.
 PE0388
 PE0388.The dynamic height is computed by dividing the NAVD 88
 PE0388.geopotential number by the normal gravity value computed on the
 PE0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0388.degrees latitude (g = 980.6199 gals.).
 PE0388
 PE0388.The modeled gravity was interpolated from observed gravity values.
 PE0388.The observed gravity was obtained from relative gravimeter ties
 PE0388.to the IGSN71 gravity network.
 PE0388
 PE0388;                    North         East    Units  Estimated Accuracy
 PE0388;SPC ME E     -   124,380.      279,430.      MT  (+/- 180 meters Scaled)
 PE0388
 PE0388                          SUPERSEDED SURVEY CONTROL
 PE0388
 PE0388  NGVD 29 (??/??/92)   22.533  (m)           73.93   (f) ADJ UNCH    1 1
 PE0388
 PE0388.Superseded values are not recommended for survey control.
 PE0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0388.See file dsdata.txt to determine how the superseded data were derived.
 PE0388
 PE0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK189591(NAD 83)
 PE0388_MARKER: DB = BENCH MARK DISK
 PE0388_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE0388_SP_SET: SIGNAL CONC BASE
 PE0388_STAMPING: K 89 1942
 PE0388_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE0388
 PE0388  HISTORY     - Date     Condition        Report By
 PE0388  HISTORY     - 1942     MONUMENTED       CGS
 PE0388  HISTORY     - 1966     GOOD             NGS
 PE0388  HISTORY     - 1978     GOOD             DMA
 PE0388  HISTORY     - 1988     GOOD             USPSQD
 PE0388
 PE0388                          STATION DESCRIPTION
 PE0388
 PE0388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0388'0.5 MI S FROM BREWER.
 PE0388'0.5 MILE SOUTH ALONG THE MAINE CENTRAL RAILROAD FROM THE CROSSING
 PE0388'OF WILSON STREET AT BREWER, ABOUT 0.2 MILE NORTH OF MILEPOST
 PE0388'P139/C131, 10 RAILS SOUTH OF THE SOUTHWEST CORNER OF A LARGE
 PE0388'BUILDING, ON THE INSIDE OF A CURVE WITH TANGENTS EXTENDING NORTH
 PE0388'AND SOUTHWEST, SET VERTICALLY IN THE EAST FACE OF A 2 1/2-FOOT
 PE0388'SQUARE CONCRETE ABANDONED SIGNAL BASE, 9.0 FEET WEST OF THE
 PE0388'WEST RAIL, 1/2 FOOT BELOW THE TOP OF THE BASE, AND ABOUT 1 FOOT
 PE0388'ABOVE THE LEVEL OF THE TRACK.
 PE0388
 PE0388                          STATION RECOVERY (1978)
 PE0388
 PE0388'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PE0388'RECOVERED IN GOOD CONDITION.
 PE0388
 PE0388                          STATION RECOVERY (1988)
 PE0388
 PE0388'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE0388'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0277 ***********************************************************************
 PE0277  DESIGNATION -  K 9
 PE0277  PID         -  PE0277
 PE0277  STATE/COUNTY-  ME/HANCOCK
 PE0277  USGS QUAD   -  SALSBURY COVE (1981)
 PE0277
 PE0277                         *CURRENT SURVEY CONTROL
 PE0277  ___________________________________________________________________
 PE0277* NAD 83(1986)-  44 22 38.     (N)    068 15 19.     (W)     SCALED    
 PE0277* NAVD 88     -       113.251  (meters)     371.56   (feet)  ADJUSTED  
 PE0277  ___________________________________________________________________
 PE0277  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 PE0277  DYNAMIC HT  -         113.245 (meters)     371.54  (feet)  COMP
 PE0277  MODELED GRAV-     980,560.6   (mgal)                       NAVD 88
 PE0277
 PE0277  VERT ORDER  -  SECOND    CLASS 0
 PE0277
 PE0277.The horizontal coordinates were scaled from a topographic map and have
 PE0277.an estimated accuracy of +/- 6 seconds.
 PE0277
 PE0277.The orthometric height was determined by differential leveling
 PE0277.and adjusted by the National Geodetic Survey in June 1991..
 PE0277
 PE0277.The geoid height was determined by GEOID03.
 PE0277
 PE0277.The dynamic height is computed by dividing the NAVD 88
 PE0277.geopotential number by the normal gravity value computed on the
 PE0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0277.degrees latitude (g = 980.6199 gals.).
 PE0277
 PE0277.The modeled gravity was interpolated from observed gravity values.
 PE0277
 PE0277;                    North         East    Units  Estimated Accuracy
 PE0277;SPC ME E     -    78,970.      319,500.      MT  (+/- 180 meters Scaled)
 PE0277
 PE0277                          SUPERSEDED SURVEY CONTROL
 PE0277
 PE0277  NGVD 29 (??/??/92)  113.445  (m)          372.19   (f) ADJ UNCH    2 0
 PE0277
 PE0277.Superseded values are not recommended for survey control.
 PE0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0277.See file dsdata.txt to determine how the superseded data were derived.
 PE0277
 PE0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK593140(NAD 83)
 PE0277_MARKER: DD = SURVEY DISK
 PE0277_SETTING: 66 = SET IN ROCK OUTCROP
 PE0277_SP_SET: ROCK OUTCROP
 PE0277_STAMPING: K 9 1934 372
 PE0277_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0277+STABILITY: POSITION/ELEVATION WELL
 PE0277_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PE0277+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2006
 PE0277
 PE0277  HISTORY     - Date     Condition        Report By
 PE0277  HISTORY     - 1934     MONUMENTED       USGS
 PE0277  HISTORY     - 1962     GOOD             NGS
 PE0277  HISTORY     - 1986     GOOD             USPSQD
 PE0277  HISTORY     - 20060602 GOOD             GEOCAC
 PE0277
 PE0277                          STATION DESCRIPTION
 PE0277
 PE0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PE0277'3 MI W FROM BAR HARBOR.
 PE0277'0.35 MILE WEST ON COTTAGE STREET FROM THE POST OFFICE AT
 PE0277'BAR HARBOR, THENCE 2.6 MILES SOUTH AND WEST ON STATE HIGHWAY
 PE0277'233.  123 FEET SOUTH OF THE CENTER LINE OF NEW HIGHWAY 233, 150
 PE0277'FEET NORTH OF THE CENTER LINE OF OLD HIGHWAY 233 AND ABOUT
 PE0277'400 FEET EAST OF WHERE THE TWO ROADS COME TOGETHER.  SET IN A
 PE0277'DRILL HOLE IN THE TOP OF A ROCK OUTCROP AT THE EAST EDGE OF A
 PE0277'CLEARING AND 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 PE0277
 PE0277                          STATION RECOVERY (1986)
 PE0277
 PE0277'RECOVERY NOTE BY US POWER SQUADRON 1986 (ELG)
 PE0277'RECOVERED IN GOOD CONDITION.
 PE0277
 PE0277                          STATION RECOVERY (2006)
 PE0277
 PE0277'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 PE0277'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 PE0277' 
 PE0277'OLD HIGHWAY 233 IS NOW AN ARCADIA NATIONAL PARK MAINTENANCE ROAD,
 PE0277'GATED AT BOTH ENDS, WHICH HAS SEVERAL PIECES OF EQUIPMENT PARKED ALONG
 PE0277'IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0351 ***********************************************************************
 QG0351  DESIGNATION -  K 9
 QG0351  PID         -  QG0351
 QG0351  STATE/COUNTY-  ME/PENOBSCOT
 QG0351  USGS QUAD   -  SOUTH LAGRANGE (1983)
 QG0351
 QG0351                         *CURRENT SURVEY CONTROL
 QG0351  ___________________________________________________________________
 QG0351* NAD 83(1986)-  45 02 29.     (N)    068 51 14.     (W)     SCALED    
 QG0351* NAVD 88     -        45.542  (meters)     149.42   (feet)  ADJUSTED  
 QG0351  ___________________________________________________________________
 QG0351  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 QG0351  DYNAMIC HT  -          45.541 (meters)     149.41  (feet)  COMP
 QG0351  MODELED GRAV-     980,604.6   (mgal)                       NAVD 88
 QG0351
 QG0351  VERT ORDER  -  FIRST     CLASS II
 QG0351
 QG0351.The horizontal coordinates were scaled from a topographic map and have
 QG0351.an estimated accuracy of +/- 6 seconds.
 QG0351
 QG0351.The orthometric height was determined by differential leveling
 QG0351.and adjusted by the National Geodetic Survey in June 1991..
 QG0351
 QG0351.The geoid height was determined by GEOID03.
 QG0351
 QG0351.The dynamic height is computed by dividing the NAVD 88
 QG0351.geopotential number by the normal gravity value computed on the
 QG0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0351.degrees latitude (g = 980.6199 gals.).
 QG0351
 QG0351.The modeled gravity was interpolated from observed gravity values.
 QG0351
 QG0351;                    North         East    Units  Estimated Accuracy
 QG0351;SPC ME E     -   152,800.      272,120.      MT  (+/- 180 meters Scaled)
 QG0351
 QG0351                          SUPERSEDED SURVEY CONTROL
 QG0351
 QG0351  NGVD 29 (??/??/92)   45.736  (m)          150.05   (f) ADJ UNCH    1 2
 QG0351
 QG0351.Superseded values are not recommended for survey control.
 QG0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0351.See file dsdata.txt to determine how the superseded data were derived.
 QG0351
 QG0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK115875(NAD 83)
 QG0351_MARKER: DB = BENCH MARK DISK
 QG0351_SETTING: 66 = SET IN ROCK OUTCROP
 QG0351_SP_SET: ROCK LEDGE
 QG0351_STAMPING: K 9 1927 150.052
 QG0351_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0351+STABILITY: POSITION/ELEVATION WELL
 QG0351
 QG0351  HISTORY     - Date     Condition        Report By
 QG0351  HISTORY     - 1927     MONUMENTED       CGS
 QG0351  HISTORY     - 1953     GOOD             NGS
 QG0351
 QG0351                          STATION DESCRIPTION
 QG0351
 QG0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 QG0351'3 MI N FROM HUDSON.
 QG0351'3.05 MILES NORTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 QG0351'THE CROSSING OF STATE HIGHWAY 43 AT HUDSON, ABOUT 0.4 MILE NORTHEAST
 QG0351'OF MILE POST 48, ABOUT 0.2 MILE SOUTHWEST OF CULVERT NO. 48.64,
 QG0351'AT THE SOUTHWEST END OF A SHORT LOW CUT, IN THE TOP OF A SLOPING
 QG0351'ROCK LEDGE, ABOUT 6 RAILS SOUTHWEST OF A 20-INCH PIPE CULVERT,
 QG0351'18 FEET NORTHWEST OF NORTHWEST RAIL OF NORTHWEST TRACK, ABOUT 1/2
 QG0351'FOOT ABOVE GROUND AND ABOUT 1 1/2 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0024 ***********************************************************************
 PE0024  DESIGNATION -  K 90
 PE0024  PID         -  PE0024
 PE0024  STATE/COUNTY-  ME/HANCOCK
 PE0024  USGS QUAD   -  ELLSWORTH (1981)
 PE0024
 PE0024                         *CURRENT SURVEY CONTROL
 PE0024  ___________________________________________________________________
 PE0024* NAD 83(1986)-  44 32 56.     (N)    068 25 22.     (W)     SCALED    
 PE0024* NAVD 88     -        40.871  (meters)     134.09   (feet)  ADJUSTED  
 PE0024  ___________________________________________________________________
 PE0024  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 PE0024  DYNAMIC HT  -          40.869 (meters)     134.08  (feet)  COMP
 PE0024  MODELED GRAV-     980,566.7   (mgal)                       NAVD 88
 PE0024  OBS GRAVITY -     980,560.9   (mgal)                       GRAV_OBS
 PE0024
 PE0024  VERT ORDER  -  FIRST     CLASS I
 PE0024
 PE0024.The horizontal coordinates were scaled from a topographic map and have
 PE0024.an estimated accuracy of +/- 6 seconds.
 PE0024
 PE0024.The orthometric height was determined by differential leveling
 PE0024.and adjusted by the National Geodetic Survey in June 1991..
 PE0024
 PE0024.The geoid height was determined by GEOID03.
 PE0024
 PE0024.The dynamic height is computed by dividing the NAVD 88
 PE0024.geopotential number by the normal gravity value computed on the
 PE0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0024.degrees latitude (g = 980.6199 gals.).
 PE0024
 PE0024.The modeled gravity was interpolated from observed gravity values.
 PE0024.The observed gravity was obtained from relative gravimeter ties
 PE0024.to the IGSN71 gravity network.
 PE0024
 PE0024;                    North         East    Units  Estimated Accuracy
 PE0024;SPC ME E     -    98,020.      306,140.      MT  (+/- 180 meters Scaled)
 PE0024
 PE0024                          SUPERSEDED SURVEY CONTROL
 PE0024
 PE0024  NGVD 29 (??/??/92)   41.062  (m)          134.72   (f) ADJ UNCH    1 1
 PE0024
 PE0024.Superseded values are not recommended for survey control.
 PE0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0024.See file dsdata.txt to determine how the superseded data were derived.
 PE0024
 PE0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK458330(NAD 83)
 PE0024_MARKER: DB = BENCH MARK DISK
 PE0024_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE0024_SP_SET: SIGNAL BASE
 PE0024_STAMPING: K 90 1942
 PE0024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE0024
 PE0024  HISTORY     - Date     Condition        Report By
 PE0024  HISTORY     - 1942     MONUMENTED       CGS
 PE0024  HISTORY     - 1966     GOOD             NGS
 PE0024  HISTORY     - 1978     GOOD             DMA
 PE0024  HISTORY     - 1989     GOOD             USPSQD
 PE0024
 PE0024                          STATION DESCRIPTION
 PE0024
 PE0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0024'AT ELLSWORTH.
 PE0024'AT ELLSWORTH, ABOUT 0.6 MILE NORTHWEST ALONG THE MAINE CENTRAL
 PE0024'RAILROAD FROM THE OLD BRICK STATION, ABOUT 0.5 MILE SOUTHEAST OF
 PE0024'MILEPOST P165/C105, 130 FEET SOUTH OF THE CENTER OF THE CROSSING
 PE0024'OF DAVIS STREET, IN THE TOP OF THE EAST CORNER OF A 50 YARD
 PE0024'LONG ROCK OUTCROP, 23.8 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 PE0024'19.1 FEET WEST OF THE WEST CORNER OF AN ABANDONED SIGNAL BASE,
 PE0024'AND ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK.
 PE0024
 PE0024                          STATION RECOVERY (1978)
 PE0024
 PE0024'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PE0024'RECOVERED IN GOOD CONDITION.
 PE0024
 PE0024                          STATION RECOVERY (1989)
 PE0024
 PE0024'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELG)
 PE0024'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0101 ***********************************************************************
 PE0101  DESIGNATION -  K 91
 PE0101  PID         -  PE0101
 PE0101  STATE/COUNTY-  ME/HANCOCK
 PE0101  USGS QUAD   -  TUNK LAKE (1982)
 PE0101
 PE0101                         *CURRENT SURVEY CONTROL
 PE0101  ___________________________________________________________________
 PE0101* NAD 83(1986)-  44 32 05.     (N)    068 06 57.     (W)     SCALED    
 PE0101* NAVD 88     -        69.799  (meters)     229.00   (feet)  ADJUSTED  
 PE0101  ___________________________________________________________________
 PE0101  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 PE0101  DYNAMIC HT  -          69.794 (meters)     228.98  (feet)  COMP
 PE0101  MODELED GRAV-     980,552.0   (mgal)                       NAVD 88
 PE0101
 PE0101  VERT ORDER  -  SECOND    CLASS 0
 PE0101
 PE0101.The horizontal coordinates were scaled from a topographic map and have
 PE0101.an estimated accuracy of +/- 6 seconds.
 PE0101
 PE0101.The orthometric height was determined by differential leveling
 PE0101.and adjusted by the National Geodetic Survey in June 1991..
 PE0101
 PE0101.The geoid height was determined by GEOID03.
 PE0101
 PE0101.The dynamic height is computed by dividing the NAVD 88
 PE0101.geopotential number by the normal gravity value computed on the
 PE0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0101.degrees latitude (g = 980.6199 gals.).
 PE0101
 PE0101.The modeled gravity was interpolated from observed gravity values.
 PE0101
 PE0101;                    North         East    Units  Estimated Accuracy
 PE0101;SPC ME E     -    96,520.      330,530.      MT  (+/- 180 meters Scaled)
 PE0101
 PE0101                          SUPERSEDED SURVEY CONTROL
 PE0101
 PE0101  NGVD 29 (??/??/92)   70.002  (m)          229.66   (f) ADJ UNCH    2 0
 PE0101
 PE0101.Superseded values are not recommended for survey control.
 PE0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0101.See file dsdata.txt to determine how the superseded data were derived.
 PE0101
 PE0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK702316(NAD 83)
 PE0101_MARKER: DB = BENCH MARK DISK
 PE0101_SETTING: 80 = SET IN A BOULDER
 PE0101_SP_SET: BOULDER
 PE0101_STAMPING: K 91 1942
 PE0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0101+STABILITY: SURFACE MOTION
 PE0101
 PE0101  HISTORY     - Date     Condition        Report By
 PE0101  HISTORY     - 1942     MONUMENTED       CGS
 PE0101  HISTORY     - 1966     GOOD             NGS
 PE0101
 PE0101                          STATION DESCRIPTION
 PE0101
 PE0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0101'3.1 MI N FROM EAST SULLIVAN.
 PE0101'ABOUT 3.1 MILES NORTH ALONG STATE HIGHWAY 183 FROM THE JUNCTION
 PE0101'OF U.S. HIGHWAY 1 AT EAST SULLIVAN, ABOUT 1.05 MILES SOUTH OF
 PE0101'THE CROSSING OF THE MAINE CENTRAL RAILROAD AT TUNK LAKE, ON THE
 PE0101'SUMMIT OF A HILL, NEAR THE SOUTHWEST END OF A LONG NARROW
 PE0101'CLEARING, SET ON THE TOP OF A ROUND 5-BY3-FOOT EMBEDDED BOULDER,
 PE0101'46 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT
 PE0101'LEVEL WITH THE HIGHWAY.  NEAR POLE 102 PTCO. GL 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0218 ***********************************************************************
 PF0218  DESIGNATION -  K 92
 PF0218  PID         -  PF0218
 PF0218  STATE/COUNTY-  ME/OXFORD
 PF0218  USGS QUAD   -  GILEAD (1970)
 PF0218
 PF0218                         *CURRENT SURVEY CONTROL
 PF0218  ___________________________________________________________________
 PF0218* NAD 83(1986)-  44 23 22.     (N)    070 58 37.     (W)     SCALED    
 PF0218* NAVD 88     -       212.524  (meters)     697.26   (feet)  POSTED    
 PF0218  ___________________________________________________________________
 PF0218  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 PF0218  DYNAMIC HT  -         212.490 (meters)     697.14  (feet)  COMP
 PF0218  MODELED GRAV-     980,466.4   (mgal)                       NAVD 88
 PF0218
 PF0218  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 PF0218
 PF0218.The horizontal coordinates were scaled from a topographic map and have
 PF0218.an estimated accuracy of +/- 6 seconds.
 PF0218
 PF0218.The orthometric height was determined by differential leveling
 PF0218.and adjusted by the National Geodetic Survey in 1992..
 PF0218.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 PF0218.rate of 4.1 thru 8.0 mm/km.
 PF0218
 PF0218.The geoid height was determined by GEOID03.
 PF0218
 PF0218.The dynamic height is computed by dividing the NAVD 88
 PF0218.geopotential number by the normal gravity value computed on the
 PF0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0218.degrees latitude (g = 980.6199 gals.).
 PF0218
 PF0218.The modeled gravity was interpolated from observed gravity values.
 PF0218
 PF0218;                    North         East    Units  Estimated Accuracy
 PF0218;SPC ME W     -   173,210.      835,440.      MT  (+/- 180 meters Scaled)
 PF0218
 PF0218                          SUPERSEDED SURVEY CONTROL
 PF0218
 PF0218  NGVD 29 (??/??/92)  212.680  (m)          697.77   (f) ADJ UNCH    2 0
 PF0218
 PF0218.Superseded values are not recommended for survey control.
 PF0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0218.See file dsdata.txt to determine how the superseded data were derived.
 PF0218
 PF0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK425170(NAD 83)
 PF0218_MARKER: DB = BENCH MARK DISK
 PF0218_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PF0218_SP_SET: CULVERT
 PF0218_STAMPING: K 92 1942
 PF0218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PF0218_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PF0218+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2004
 PF0218
 PF0218  HISTORY     - Date     Condition        Report By
 PF0218  HISTORY     - 1942     MONUMENTED       CGS
 PF0218  HISTORY     - 20041001 GOOD             GEOCAC
 PF0218
 PF0218                          STATION DESCRIPTION
 PF0218
 PF0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PF0218'0.2 MI S FROM GILEAD.
 PF0218'ABOUT 0.2 MILE SOUTH ALONG THE EVANS NOTCH ROAD FROM THE JUNCTION
 PF0218'OF U.S. HIGHWAY 2 AT GILEAD, OXFORD COUNTY, ABOUT 165 FEET SOUTH
 PF0218'OF A TRAIL LEADING EAST TO A HOUSE, AT A LARGE CONCRETE CULVERT,
 PF0218'IN THE TOP OF THE NORTH END OF THE WEST HEAD WALL, 17 FEET WEST
 PF0218'OF THE CENTER LINE OF THE ROAD, AND ABOUT 3 FEET LOWER THAN THE
 PF0218'ROAD.  A STANDARD DISK, STAMPED K 92 1942.
 PF0218
 PF0218                          STATION RECOVERY (2004)
 PF0218
 PF0218'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 PF0218'WAS ABLE TO RECOVER THIS ITEM IN GOOD CONDITION UNDER 6 INCHES OF
 PF0218'DIRT. PRECIPITOUS LOCATION ON A STEEP BANK WITH A 12 FOOT DROP INTO
 PF0218'SHALLOW MOVING WATER. JOHN K. SNYDER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0083 ***********************************************************************
 PE0083  DESIGNATION -  K 93
 PE0083  PID         -  PE0083
 PE0083  STATE/COUNTY-  ME/HANCOCK
 PE0083  USGS QUAD   -  SULLIVAN (1982)
 PE0083
 PE0083                         *CURRENT SURVEY CONTROL
 PE0083  ___________________________________________________________________
 PE0083* NAD 83(1986)-  44 30 14.     (N)    068 09 10.     (W)     SCALED    
 PE0083* NAVD 88     -        12.832  (meters)      42.10   (feet)  ADJUSTED  
 PE0083  ___________________________________________________________________
 PE0083  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 PE0083  DYNAMIC HT  -          12.831 (meters)      42.10  (feet)  COMP
 PE0083  MODELED GRAV-     980,570.1   (mgal)                       NAVD 88
 PE0083
 PE0083  VERT ORDER  -  SECOND    CLASS 0
 PE0083
 PE0083.The horizontal coordinates were scaled from a topographic map and have
 PE0083.an estimated accuracy of +/- 6 seconds.
 PE0083
 PE0083.The orthometric height was determined by differential leveling
 PE0083.and adjusted by the National Geodetic Survey in June 1991..
 PE0083
 PE0083.The geoid height was determined by GEOID03.
 PE0083
 PE0083.The dynamic height is computed by dividing the NAVD 88
 PE0083.geopotential number by the normal gravity value computed on the
 PE0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0083.degrees latitude (g = 980.6199 gals.).
 PE0083
 PE0083.The modeled gravity was interpolated from observed gravity values.
 PE0083
 PE0083;                    North         East    Units  Estimated Accuracy
 PE0083;SPC ME E     -    93,080.      327,610.      MT  (+/- 180 meters Scaled)
 PE0083
 PE0083                          SUPERSEDED SURVEY CONTROL
 PE0083
 PE0083  NGVD 29 (??/??/92)   13.033  (m)           42.76   (f) ADJ UNCH    2 0
 PE0083
 PE0083.Superseded values are not recommended for survey control.
 PE0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0083.See file dsdata.txt to determine how the superseded data were derived.
 PE0083
 PE0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK673281(NAD 83)
 PE0083_MARKER: DB = BENCH MARK DISK
 PE0083_SETTING: 80 = SET IN A BOULDER
 PE0083_SP_SET: BOULDER
 PE0083_STAMPING: K 93 1942
 PE0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0083+STABILITY: SURFACE MOTION
 PE0083
 PE0083  HISTORY     - Date     Condition        Report By
 PE0083  HISTORY     - 1942     MONUMENTED       CGS
 PE0083  HISTORY     - 1966     GOOD             NGS
 PE0083  HISTORY     - 1987     GOOD             USPSQD
 PE0083
 PE0083                          STATION DESCRIPTION
 PE0083
 PE0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0083'2.5 MI SE FROM SULLIVAN.
 PE0083'2.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF
 PE0083'STATE HIGHWAY 200 AT SULLIVAN, AT EAST SULLIVAN, 119 1/2 FEET
 PE0083'WEST OF THE CENTER OF A ROAD INTERSECTION (U.S. HIGHWAY 1,
 PE0083'STATE HIGHWAY 183 TO NORTHEAST AND A GRAVELED ROAD LEADING
 PE0083'SOUTHWEST), SET IN THE TOP OF EMBEDDED BOULDER WHICH IS 6 FEET
 PE0083'LONG-3 FEET WIDE AND 1 1/2 FEET HIGH, IN HEAVY BRUSH, 96 FEET
 PE0083'NORTHWEST OF THE CENTER LINE OF THE GRAVELED ROAD, 74 FEET
 PE0083'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 51 1/2 FEET SOUTH
 PE0083'OF TELEPHONE CABLE POLE NO. 254-590, 4.4 FEET WEST OF A METAL
 PE0083'WITNESS POST AND ABOUT LEVEL WITH THE HIGHWAY.
 PE0083
 PE0083                          STATION RECOVERY (1987)
 PE0083
 PE0083'RECOVERY NOTE BY US POWER SQUADRON 1987 (ELG)
 PE0083'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0130 ***********************************************************************
 PD0130  DESIGNATION -  K 94
 PD0130  PID         -  PD0130
 PD0130  STATE/COUNTY-  ME/WASHINGTON
 PD0130  USGS QUAD   -  MACHIAS (1977)
 PD0130
 PD0130                         *CURRENT SURVEY CONTROL
 PD0130  ___________________________________________________________________
 PD0130* NAD 83(1986)-  44 43 40.     (N)    067 24 02.     (W)     SCALED    
 PD0130* NAVD 88     -         4.010  (meters)      13.16   (feet)  ADJUSTED  
 PD0130  ___________________________________________________________________
 PD0130  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 PD0130  DYNAMIC HT  -           4.010 (meters)      13.16  (feet)  COMP
 PD0130  MODELED GRAV-     980,595.7   (mgal)                       NAVD 88
 PD0130
 PD0130  VERT ORDER  -  FIRST     CLASS I
 PD0130
 PD0130.The horizontal coordinates were scaled from a topographic map and have
 PD0130.an estimated accuracy of +/- 6 seconds.
 PD0130
 PD0130.The orthometric height was determined by differential leveling
 PD0130.and adjusted by the National Geodetic Survey in June 1991..
 PD0130
 PD0130.The geoid height was determined by GEOID03.
 PD0130
 PD0130.The dynamic height is computed by dividing the NAVD 88
 PD0130.geopotential number by the normal gravity value computed on the
 PD0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0130.degrees latitude (g = 980.6199 gals.).
 PD0130
 PD0130.The modeled gravity was interpolated from observed gravity values.
 PD0130
 PD0130;                    North         East    Units  Estimated Accuracy
 PD0130;SPC ME E     -   118,480.      387,090.      MT  (+/- 180 meters Scaled)
 PD0130
 PD0130                          SUPERSEDED SURVEY CONTROL
 PD0130
 PD0130  NGVD 29 (??/??/92)    4.215  (m)           13.83   (f) ADJ UNCH    1 1
 PD0130
 PD0130.Superseded values are not recommended for survey control.
 PD0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0130.See file dsdata.txt to determine how the superseded data were derived.
 PD0130
 PD0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK266539(NAD 83)
 PD0130_MARKER: DB = BENCH MARK DISK
 PD0130_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PD0130_SP_SET: CULVERT
 PD0130_STAMPING: K 94 1942
 PD0130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PD0130
 PD0130  HISTORY     - Date     Condition        Report By
 PD0130  HISTORY     - 1942     MONUMENTED       CGS
 PD0130  HISTORY     - 1966     GOOD             NGS
 PD0130  HISTORY     - 1978     GOOD             DMA
 PD0130
 PD0130                          STATION DESCRIPTION
 PD0130
 PD0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PD0130'1 MI SW FROM EAST MACHIAS.
 PD0130'1.0 MILE SOUTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PD0130'CROSSING OF U.S. HIGHWAY 1 AT EAST MACHIAS, ABOUT 0.2 MILE
 PD0130'SOUTHWEST OF MILEPOST C41/P229, NEAR THE JUNCTION OF U.S. HIGHWAY
 PD0130'1 WHICH PARALLELS THE TRACK AND A NORTH-SOUTH BLACK TOPPED ROAD,
 PD0130'125 YARDS SOUTH OF THE CENTER OF THE JUNCTION, 85 FEET SOUTHEAST
 PD0130'OF AND ACROSS THE BLACK TOPPED ROAD FROM THE CENTER LINE OF THE
 PD0130'HIGHWAY, IN THE TOP OF THE NORTH END OF THE EAST CONCRETE HEAD
 PD0130'WALL FOR A 18-INCH PIPE CULVERT UNDER THE BLACK TOPPED ROAD,
 PD0130'15.0 FEET EAST OF THE CENTER LINE OF THE ROAD, 10.5 FEET WEST
 PD0130'OF THE WEST RAIL, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK.
 PD0130
 PD0130                          STATION RECOVERY (1978)
 PD0130
 PD0130'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PD0130'CONCRETE IS CRUMBLING AROUND DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0181 ***********************************************************************
 PD0181  DESIGNATION -  K 96
 PD0181  PID         -  PD0181
 PD0181  STATE/COUNTY-  ME/WASHINGTON
 PD0181  USGS QUAD   -  PEMBROKE (1977)
 PD0181
 PD0181                         *CURRENT SURVEY CONTROL
 PD0181  ___________________________________________________________________
 PD0181* NAD 83(1986)-  44 59 01.     (N)    067 14 31.     (W)     SCALED    
 PD0181* NAVD 88     -        32.694  (meters)     107.26   (feet)  ADJUSTED  
 PD0181  ___________________________________________________________________
 PD0181  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 PD0181  DYNAMIC HT  -          32.694 (meters)     107.26  (feet)  COMP
 PD0181  MODELED GRAV-     980,597.3   (mgal)                       NAVD 88
 PD0181
 PD0181  VERT ORDER  -  FIRST     CLASS I
 PD0181
 PD0181.The horizontal coordinates were scaled from a topographic map and have
 PD0181.an estimated accuracy of +/- 6 seconds.
 PD0181
 PD0181.The orthometric height was determined by differential leveling
 PD0181.and adjusted by the National Geodetic Survey in June 1991..
 PD0181
 PD0181.The geoid height was determined by GEOID03.
 PD0181
 PD0181.The dynamic height is computed by dividing the NAVD 88
 PD0181.geopotential number by the normal gravity value computed on the
 PD0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0181.degrees latitude (g = 980.6199 gals.).
 PD0181
 PD0181.The modeled gravity was interpolated from observed gravity values.
 PD0181
 PD0181;                    North         East    Units  Estimated Accuracy
 PD0181;SPC ME E     -   147,090.      399,210.      MT  (+/- 180 meters Scaled)
 PD0181
 PD0181                          SUPERSEDED SURVEY CONTROL
 PD0181
 PD0181  NGVD 29 (??/??/92)   32.901  (m)          107.94   (f) ADJ UNCH    1 1
 PD0181
 PD0181.Superseded values are not recommended for survey control.
 PD0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0181.See file dsdata.txt to determine how the superseded data were derived.
 PD0181
 PD0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK386826(NAD 83)
 PD0181_MARKER: DB = BENCH MARK DISK
 PD0181_SETTING: 80 = SET IN A BOULDER
 PD0181_SP_SET: BOULDER
 PD0181_STAMPING: K 96 1942
 PD0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0181+STABILITY: SURFACE MOTION
 PD0181
 PD0181  HISTORY     - Date     Condition        Report By
 PD0181  HISTORY     - 1942     MONUMENTED       CGS
 PD0181  HISTORY     - 1966     GOOD             NGS
 PD0181  HISTORY     - 1978     GOOD             DMA
 PD0181
 PD0181                          STATION DESCRIPTION
 PD0181
 PD0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PD0181'0.3 MI SW FROM AYRES JCT.
 PD0181'0.3 MILE SOUTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PD0181'CROSSING OF STATE HIGHWAY 214 AT AYERS JCT., 534 FEET SOUTHWEST
 PD0181'OF MILEPOST C16/P254, IN THE TOP OF A GRANITE BOULDER ABOUT
 PD0181'6-BY-12-FOOT AND PROJECTS ABOUT 3 FEET, 64.0 FEET NORTHWEST OF
 PD0181'THE NORTHWEST RAIL, 33 FEET NORTHWEST OF THE NORTHWEST
 PD0181'RIGHT-OF-WAY FENCE, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE
 PD0181'TRACK.
 PD0181
 PD0181                          STATION RECOVERY (1978)
 PD0181
 PD0181'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PD0181'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0220 ***********************************************************************
 OB0220  DESIGNATION -  K 97
 OB0220  PID         -  OB0220
 OB0220  STATE/COUNTY-  ME/SAGADAHOC
 OB0220  USGS QUAD   -  SMALL POINT (1957)
 OB0220
 OB0220                         *CURRENT SURVEY CONTROL
 OB0220  ___________________________________________________________________
 OB0220* NAD 83(1986)-  43 44 23.     (N)    069 47 39.     (W)     SCALED    
 OB0220* NAVD 88     -         7.528  (meters)      24.70   (feet)  ADJUSTED  
 OB0220  ___________________________________________________________________
 OB0220  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 OB0220  DYNAMIC HT  -           7.527 (meters)      24.69  (feet)  COMP
 OB0220  MODELED GRAV-     980,519.5   (mgal)                       NAVD 88
 OB0220
 OB0220  VERT ORDER  -  SECOND    CLASS 0
 OB0220
 OB0220.The horizontal coordinates were scaled from a topographic map and have
 OB0220.an estimated accuracy of +/- 6 seconds.
 OB0220
 OB0220.The orthometric height was determined by differential leveling
 OB0220.and adjusted by the National Geodetic Survey in June 1991..
 OB0220
 OB0220.The geoid height was determined by GEOID03.
 OB0220
 OB0220.The dynamic height is computed by dividing the NAVD 88
 OB0220.geopotential number by the normal gravity value computed on the
 OB0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0220.degrees latitude (g = 980.6199 gals.).
 OB0220
 OB0220.The modeled gravity was interpolated from observed gravity values.
 OB0220
 OB0220;                    North         East    Units  Estimated Accuracy
 OB0220;SPC ME W     -   100,760.      930,010.      MT  (+/- 180 meters Scaled)
 OB0220
 OB0220                          SUPERSEDED SURVEY CONTROL
 OB0220
 OB0220  NGVD 29 (??/??/92)    7.740  (m)           25.39   (f) ADJ UNCH    2 0
 OB0220
 OB0220.Superseded values are not recommended for survey control.
 OB0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0220.See file dsdata.txt to determine how the superseded data were derived.
 OB0220
 OB0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ360432(NAD 83)
 OB0220_MARKER: DB = BENCH MARK DISK
 OB0220_SETTING: 66 = SET IN ROCK OUTCROP
 OB0220_SP_SET: BEDROCK
 OB0220_STAMPING: K 97 1943
 OB0220_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0220+STABILITY: POSITION/ELEVATION WELL
 OB0220
 OB0220  HISTORY     - Date     Condition        Report By
 OB0220  HISTORY     - 1943     MONUMENTED       CGS
 OB0220
 OB0220                          STATION DESCRIPTION
 OB0220
 OB0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 OB0220'1.0 MI SW FROM POPHAM BEACH.
 OB0220'1.0 MILE SOUTHWEST ALONG STATE HIGHWAY 209 FROM THE POST OFFICE AT
 OB0220'POPHAM BEACH, SAGADAHOC COUNTY, 0.1 MILE WEST OF A STEEL FLAGPOLE
 OB0220'TOWER, 104 FEET NORTH OF POLE 447, 40.6 FEET NORTHEAST OF A 14-INCH
 OB0220'PINE TREE, IN AN OUTCROP OF BEDROCK, AND ABOUT 4 FEET HIGHER THAN THE
 OB0220'HIGHWAY.  A STANDARD DISK, STAMPED K 97 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0479 ***********************************************************************
 OC0479  DESIGNATION -  K 99
 OC0479  PID         -  OC0479
 OC0479  STATE/COUNTY-  ME/YORK
 OC0479  USGS QUAD   -  YORK HARBOR (1993)
 OC0479
 OC0479                         *CURRENT SURVEY CONTROL
 OC0479  ___________________________________________________________________
 OC0479* NAD 83(1986)-  43 08 27.     (N)    070 37 39.     (W)     SCALED    
 OC0479* NAVD 88     -        12.043  (meters)      39.51   (feet)  ADJUSTED  
 OC0479  ___________________________________________________________________
 OC0479  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 OC0479  DYNAMIC HT  -          12.042 (meters)      39.51  (feet)  COMP
 OC0479  MODELED GRAV-     980,469.5   (mgal)                       NAVD 88
 OC0479
 OC0479  VERT ORDER  -  SECOND    CLASS 0
 OC0479
 OC0479.The horizontal coordinates were scaled from a topographic map and have
 OC0479.an estimated accuracy of +/- 6 seconds.
 OC0479
 OC0479.The orthometric height was determined by differential leveling
 OC0479.and adjusted by the National Geodetic Survey in June 1991..
 OC0479
 OC0479.The geoid height was determined by GEOID03.
 OC0479
 OC0479.The dynamic height is computed by dividing the NAVD 88
 OC0479.geopotential number by the normal gravity value computed on the
 OC0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0479.degrees latitude (g = 980.6199 gals.).
 OC0479
 OC0479.The modeled gravity was interpolated from observed gravity values.
 OC0479
 OC0479;                    North         East    Units  Estimated Accuracy
 OC0479;SPC ME W     -    34,260.      862,510.      MT  (+/- 180 meters Scaled)
 OC0479
 OC0479                          SUPERSEDED SURVEY CONTROL
 OC0479
 OC0479  NGVD 29 (??/??/92)   12.275  (m)           40.27   (f) ADJ UNCH    2 0
 OC0479
 OC0479.Superseded values are not recommended for survey control.
 OC0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0479.See file dsdata.txt to determine how the superseded data were derived.
 OC0479
 OC0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH676777(NAD 83)
 OC0479_MARKER: DB = BENCH MARK DISK
 OC0479_SETTING: 80 = SET IN A BOULDER
 OC0479_SP_SET: BOULDER
 OC0479_STAMPING: K 99 1943
 OC0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC0479+STABILITY: SURFACE MOTION
 OC0479
 OC0479  HISTORY     - Date     Condition        Report By
 OC0479  HISTORY     - 1943     MONUMENTED       CGS
 OC0479  HISTORY     - 1976     GOOD             NGS
 OC0479  HISTORY     - 1988     GOOD             USPSQD
 OC0479  HISTORY     - 1989     GOOD             USPSQD
 OC0479
 OC0479                          STATION DESCRIPTION
 OC0479
 OC0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 OC0479'0.8 MI NE FROM YORK HARBOR.
 OC0479'2.7 MILES SOUTHEAST AND SOUTHWEST ALONG U.S. HIGHWAY 1A FROM
 OC0479'YORK BEACH, YORK COUNTY, 0.8 MILE NORTHEAST OF YORK HARBOR, 300
 OC0479'FEET NORTH OF THE T-JUNCTION OF A ROAD LEADING EAST, 30 FEET
 OC0479'EAST OF THE CENTERLINE OF THE ROAD, IN A BOULDER FLUSH WITH
 OC0479'THE GROUND, AND 2 FEET HIGHER THAN THE ROAD.
 OC0479
 OC0479                          STATION RECOVERY (1976)
 OC0479
 OC0479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0479'RECOVERED IN GOOD CONDITION.
 OC0479
 OC0479                          STATION RECOVERY (1988)
 OC0479
 OC0479'RECOVERY NOTE BY US POWER SQUADRON 1988 (RSR)
 OC0479'RECOVERED IN GOOD CONDITION.
 OC0479
 OC0479                          STATION RECOVERY (1989)
 OC0479
 OC0479'RECOVERY NOTE BY US POWER SQUADRON 1989 (RSR)
 OC0479'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1618 ***********************************************************************
 OC1618  DESIGNATION -  K USE 1909
 OC1618  PID         -  OC1618
 OC1618  STATE/COUNTY-  ME/CUMBERLAND
 OC1618  USGS QUAD   -  PORTLAND EAST (1975)
 OC1618
 OC1618                         *CURRENT SURVEY CONTROL
 OC1618  ___________________________________________________________________
 OC1618* NAD 83(1996)-  43 40 14.08352(N)    070 14 29.70898(W)     ADJUSTED  
 OC1618* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 OC1618  ___________________________________________________________________
 OC1618  LAPLACE CORR-           3.65  (seconds)                    DEFLEC99
 OC1618  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 OC1618
 OC1618  HORZ ORDER  -  THIRD
 OC1618
 OC1618.The horizontal coordinates were established by classical geodetic methods
 OC1618.and adjusted by the National Geodetic Survey in March 1998..
 OC1618
 OC1618.The orthometric height was scaled from a topographic map.
 OC1618
 OC1618.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1618
 OC1618.The geoid height was determined by GEOID03.
 OC1618
 OC1618;                    North         East     Units Scale Factor Converg.
 OC1618;SPC ME W     -    93,015.624   893,958.074   MT  0.99996712   -0 03 06.2
 OC1618;UTM  19      - 4,836,034.721   399,907.478   MT  0.99972323   -0 51 26.6
 OC1618
 OC1618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1618!SPC ME W     -   1.00000398  x   0.99996712  =   0.99997110
 OC1618!UTM  19      -   1.00000398  x   0.99972323  =   0.99972720
 OC1618
 OC1618:                Primary Azimuth Mark                     Grid Az
 OC1618:SPC ME W     -  PORTLAND JUNCTION USE 1909               290 35 35.6
 OC1618:UTM  19      -  PORTLAND JUNCTION USE 1909               291 23 56.0
 OC1618
 OC1618|---------------------------------------------------------------------|
 OC1618| PID    Reference Object                     Distance      Geod. Az  |
 OC1618|                                                           dddmmss.s |
 OC1618| OC1653 PORTLAND JUNCTION USE 1909          APPROX. 0.7 KM 2903229.4 |
 OC1618|---------------------------------------------------------------------|
 OC1618
 OC1618                          SUPERSEDED SURVEY CONTROL
 OC1618
 OC1618  NAD 83(1992)-  43 40 14.08202(N)    070 14 29.70995(W) AD(       ) 3
 OC1618  NAD 83(1986)-  43 40 14.08800(N)    070 14 29.71547(W) AD(       ) 3
 OC1618  NAD 27      -  43 40 13.81300(N)    070 14 31.55400(W) AD(       ) 3
 OC1618
 OC1618.Superseded values are not recommended for survey control.
 OC1618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1618.See file dsdata.txt to determine how the superseded data were derived.
 OC1618
 OC1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9990736035(NAD 83)
 OC1618
 OC1618  HISTORY     - Date     Condition        Report By
 OC1618  HISTORY     - 1909     MONUMENTED       CGS
 OC1618  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1618
 OC1618                          STATION DESCRIPTION
 OC1618
 OC1618'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1618'STATION LOST.  AUTHORITY OF THE U.S.E. OFFICE AT PORTLAND, MAINE.
 OC1618'
 OC1618'THIS MARK WAS ESTABLISHED BY U.S.E. IN 1909.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1451 ***********************************************************************
 QG1451  DESIGNATION -  KATAHDIN 2
 QG1451  PID         -  QG1451
 QG1451  STATE/COUNTY-  ME/PISCATAQUIS
 QG1451  USGS QUAD   -  MOUNT KATAHDIN (1997)
 QG1451
 QG1451                         *CURRENT SURVEY CONTROL
 QG1451  ___________________________________________________________________
 QG1451* NAD 83(1996)-  45 54 15.67610(N)    068 55 16.58750(W)     ADJUSTED  
 QG1451* NAVD 88     -      1606.4    (meters)    5270.     (feet)  VERTCON   
 QG1451  ___________________________________________________________________
 QG1451  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 QG1451  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 QG1451
 QG1451  HORZ ORDER  -  SECOND
 QG1451
 QG1451.The horizontal coordinates were established by classical geodetic methods
 QG1451.and adjusted by the National Geodetic Survey in March 1998..
 QG1451
 QG1451.The NAVD 88 height was computed by applying the VERTCON shift value to
 QG1451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QG1451
 QG1451.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1451
 QG1451.The geoid height was determined by GEOID03.
 QG1451
 QG1451;                    North         East     Units Scale Factor Converg.
 QG1451;SPC ME E     -   248,730.283   267,313.798   MT  0.99991313   -0 18 09.2
 QG1451;UTM  19      - 5,083,423.720   506,106.408   MT  0.99960046   +0 03 23.5
 QG1451
 QG1451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1451!SPC ME E     -   0.99975197  x   0.99991313  =   0.99966512
 QG1451!UTM  19      -   0.99975197  x   0.99960046  =   0.99935253
 QG1451
 QG1451:                Primary Azimuth Mark                     Grid Az
 QG1451:SPC ME E     -  KATAINDIN SOUTH PEAK CAIRN               126 01 30.3
 QG1451:UTM  19      -  KATAINDIN SOUTH PEAK CAIRN               125 39 57.6
 QG1451
 QG1451|---------------------------------------------------------------------|
 QG1451| PID    Reference Object                     Distance      Geod. Az  |
 QG1451|                                                           dddmmss.s |
 QG1451| QG1447 KATAINDIN SOUTH PEAK CAIRN          440.526 METERS 1254321.1 |
 QG1451| CE8901 KATAHDIN RM 2                        10.960 METERS 21306     |
 QG1451| CE8900 KATAHDIN AZ MK                                     2295251.7 |
 QG1451| QG1449 KATAHDIN USGS 1941 RM 1               7.893 METERS 28732     |
 QG1451| QG1450 BAXTER PEAK CAIRN 1955               13.685 METERS 31001     |
 QG1451|---------------------------------------------------------------------|
 QG1451
 QG1451                          SUPERSEDED SURVEY CONTROL
 QG1451
 QG1451  NAD 83(1992)-  45 54 15.67475(N)    068 55 16.58130(W) AD(       ) 2
 QG1451  NAD 83(1986)-  45 54 15.67911(N)    068 55 16.59339(W) AD(       ) 2
 QG1451  NAD 27      -  45 54 15.50300(N)    068 55 18.42900(W) AD(       ) 2
 QG1451  NGVD 29 (07/19/86) 1606.5    (m)         5271.     (f) VERT ANG       
 QG1451
 QG1451.Superseded values are not recommended for survey control.
 QG1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1451.See file dsdata.txt to determine how the superseded data were derived.
 QG1451
 QG1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL0610683424(NAD 83)
 QG1451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QG1451+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2004
 QG1451
 QG1451  HISTORY     - Date     Condition        Report By
 QG1451  HISTORY     - 1955     MONUMENTED       CGS
 QG1451  HISTORY     - 20040902 GOOD             GEOCAC
 QG1451
 QG1451                          STATION DESCRIPTION
 QG1451
 QG1451'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 QG1451'SEE STATION KATAHDIN
 QG1451
 QG1451                          STATION RECOVERY (2004)
 QG1451
 QG1451'RECOVERY NOTE BY GEOCACHING 2004 (DKA)
 QG1451'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1449 ***********************************************************************
 QG1449  DESIGNATION -  KATAHDIN USGS 1941 RM 1
 QG1449  PID         -  QG1449
 QG1449  STATE/COUNTY-  ME/PISCATAQUIS
 QG1449  USGS QUAD   -  MOUNT KATAHDIN (1997)
 QG1449
 QG1449                         *CURRENT SURVEY CONTROL
 QG1449  ___________________________________________________________________
 QG1449* NAD 83(1996)-  45 54 15.75309(N)    068 55 16.93670(W)     ADJUSTED  
 QG1449* NAVD 88     -      1605.     (meters)    5266.     (feet)  SCALED    
 QG1449  ___________________________________________________________________
 QG1449  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 QG1449  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 QG1449
 QG1449  HORZ ORDER  -  SECOND
 QG1449
 QG1449.The horizontal coordinates were established by classical geodetic methods
 QG1449.and adjusted by the National Geodetic Survey in March 1998..
 QG1449.No horizontal observational check was made to the station.
 QG1449
 QG1449.The orthometric height was scaled from a topographic map.
 QG1449
 QG1449.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1449
 QG1449.The geoid height was determined by GEOID03.
 QG1449
 QG1449;                    North         East     Units Scale Factor Converg.
 QG1449;SPC ME E     -   248,732.699   267,306.284   MT  0.99991314   -0 18 09.4
 QG1449;UTM  19      - 5,083,426.089   506,098.881   MT  0.99960046   +0 03 23.3
 QG1449
 QG1449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1449!SPC ME E     -   0.99975220  x   0.99991314  =   0.99966537
 QG1449!UTM  19      -   0.99975220  x   0.99960046  =   0.99935276
 QG1449
 QG1449                          SUPERSEDED SURVEY CONTROL
 QG1449
 QG1449  NAD 83(1992)-  45 54 15.75174(N)    068 55 16.93049(W) AD(       ) 2
 QG1449  NAD 83(1986)-  45 54 15.75611(N)    068 55 16.94259(W) AD(       ) 2
 QG1449  NAD 27      -  45 54 15.58500(N)    068 55 18.77700(W) AD(       ) 2
 QG1449
 QG1449.Superseded values are not recommended for survey control.
 QG1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1449.See file dsdata.txt to determine how the superseded data were derived.
 QG1449
 QG1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL0609983426(NAD 83)
 QG1449_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QG1449+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2004
 QG1449
 QG1449  HISTORY     - Date     Condition        Report By
 QG1449  HISTORY     - 1941     MONUMENTED       USGS
 QG1449  HISTORY     - 20040902 GOOD             GEOCAC
 QG1449
 QG1449                          STATION DESCRIPTION
 QG1449
 QG1449'DESCRIBED BY US GEOLOGICAL SURVEY 1941
 QG1449'SEE STATION KATAHDIN
 QG1449
 QG1449                          STATION RECOVERY (2004)
 QG1449
 QG1449'RECOVERY NOTE BY GEOCACHING 2004 (DKA)
 QG1449'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1447 ***********************************************************************
 QG1447  DESIGNATION -  KATAINDIN SOUTH PEAK CAIRN
 QG1447  PID         -  QG1447
 QG1447  STATE/COUNTY-  ME/PISCATAQUIS
 QG1447  USGS QUAD   -  MOUNT KATAHDIN (1997)
 QG1447
 QG1447                         *CURRENT SURVEY CONTROL
 QG1447  ___________________________________________________________________
 QG1447* NAD 83(1996)-  45 54 07.34517(N)    068 54 59.99579(W)     ADJUSTED  
 QG1447* NAVD 88     -                                                        
 QG1447  ___________________________________________________________________
 QG1447  LAPLACE CORR-          -4.23  (seconds)                    DEFLEC99
 QG1447  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 QG1447
 QG1447  HORZ ORDER  -  THIRD
 QG1447
 QG1447.The horizontal coordinates were established by classical geodetic methods
 QG1447.and adjusted by the National Geodetic Survey in March 1998..
 QG1447
 QG1447
 QG1447.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1447
 QG1447.The geoid height was determined by GEOID03.
 QG1447
 QG1447;                    North         East     Units Scale Factor Converg.
 QG1447;SPC ME E     -   248,471.215   267,670.047   MT  0.99991285   -0 17 57.2
 QG1447;UTM  19      - 5,083,166.970   506,464.161   MT  0.99960051   +0 03 35.4
 QG1447
 QG1447                          SUPERSEDED SURVEY CONTROL
 QG1447
 QG1447  NAD 83(1992)-  45 54 07.34312(N)    068 54 59.98960(W) AD(       ) 4
 QG1447  NAD 83(1986)-  45 54 07.34646(N)    068 55 00.00201(W) AD(       ) 4
 QG1447  NAD 27      -  45 54 07.17100(N)    068 55 01.84000(W) AD(       ) 3
 QG1447
 QG1447.Superseded values are not recommended for survey control.
 QG1447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1447.See file dsdata.txt to determine how the superseded data were derived.
 QG1447
 QG1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL0646483167(NAD 83)
 QG1447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QG1447+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004
 QG1447
 QG1447  HISTORY     - Date     Condition        Report By
 QG1447  HISTORY     - 1955     MONUMENTED       CGS
 QG1447  HISTORY     - 20040901 GOOD             INDIV
 QG1447
 QG1447                          STATION DESCRIPTION
 QG1447
 QG1447'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 QG1447'THE STATION IS LOCATED ABOUT 21 MILES WEST SOUTHWEST OF PATTEN,
 QG1447'17 MILES NORTH NORTHWEST OF MILLINOCKET ON WHAT IS KNOWN AS
 QG1447'KATAHDIN SOUTH PEAK.
 QG1447'
 QG1447'THE CAIRN IS ABOUT 3 FEET IN DIAMETER AT THE BASE AND ABOUT
 QG1447'4 FEET HIGH.  THE CENTER OF THE CAIRN WAS INTERSECTED.
 QG1447
 QG1447                          STATION RECOVERY (2004)
 QG1447
 QG1447'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (DKA)
 QG1447'ROCK CAIRN IS STILL INTACT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1049 ***********************************************************************
 PD1049  DESIGNATION -  KEATON
 PD1049  PID         -  PD1049
 PD1049  STATE/COUNTY-  ME/WASHINGTON
 PD1049  USGS QUAD   -  DRISKO ISLAND (1975)
 PD1049
 PD1049                         *CURRENT SURVEY CONTROL
 PD1049  ___________________________________________________________________
 PD1049* NAD 83(1996)-  44 26 05.10090(N)    067 37 50.76046(W)     ADJUSTED  
 PD1049* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 PD1049  ___________________________________________________________________
 PD1049  LAPLACE CORR-           3.40  (seconds)                    DEFLEC99
 PD1049  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 PD1049
 PD1049  HORZ ORDER  -  THIRD
 PD1049
 PD1049.The horizontal coordinates were established by classical geodetic methods
 PD1049.and adjusted by the National Geodetic Survey in March 1998..
 PD1049
 PD1049.The orthometric height was scaled from a topographic map.
 PD1049
 PD1049.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1049
 PD1049.The geoid height was determined by GEOID03.
 PD1049
 PD1049;                    North         East     Units Scale Factor Converg.
 PD1049;SPC ME E     -    85,703.221   369,199.927   MT  0.99995887   +0 36 30.9
 PD1049;UTM  19      - 4,921,073.116   608,972.511   MT  0.99974604   +0 57 31.3
 PD1049
 PD1049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD1049!SPC ME E     -   1.00000334  x   0.99995887  =   0.99996221
 PD1049!UTM  19      -   1.00000334  x   0.99974604  =   0.99974938
 PD1049
 PD1049:                Primary Azimuth Mark                     Grid Az
 PD1049:SPC ME E     -  THREE FALLS LIFE SAV STA CUP             036 30 22.6
 PD1049:UTM  19      -  THREE FALLS LIFE SAV STA CUP             036 09 22.2
 PD1049
 PD1049|---------------------------------------------------------------------|
 PD1049| PID    Reference Object                     Distance      Geod. Az  |
 PD1049|                                                           dddmmss.s |
 PD1049| PD1047 THREE FALLS LIFE SAV STA CUP        APPROX. 4.9 KM 0370653.5 |
 PD1049| CE8049 KEATON RM 1                           6.820 METERS 14931     |
 PD1049| CE8048 KEATON PP SUB STA                     9.650 METERS 21212     |
 PD1049| CE8050 KEATON RM 2                           8.350 METERS 25313     |
 PD1049| PD1050 NASH ISLAND LIGHTHOUSE NEW          APPROX. 9.8 KM 2893034.3 |
 PD1049| PD1054 FLAT RESET                          APPROX. 6.8 KM 2945114.6 |
 PD1049|---------------------------------------------------------------------|
 PD1049
 PD1049                          SUPERSEDED SURVEY CONTROL
 PD1049
 PD1049  NAD 83(1992)-  44 26 05.09638(N)    067 37 50.76026(W) AD(       ) 3
 PD1049  NAD 83(1986)-  44 26 05.09196(N)    067 37 50.76426(W) AD(       ) 3
 PD1049  NAD 27      -  44 26 04.79900(N)    067 37 52.78100(W) AD(       ) 3
 PD1049
 PD1049.Superseded values are not recommended for survey control.
 PD1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1049.See file dsdata.txt to determine how the superseded data were derived.
 PD1049
 PD1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK0897321073(NAD 83)
 PD1049
 PD1049  HISTORY     - Date     Condition        Report By
 PD1049  HISTORY     - 1946     MONUMENTED       CGS
 PD1049
 PD1049                          STATION DESCRIPTION
 PD1049
 PD1049'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD1049'STATION IS ON EGG ROCK ISLAND, ABOUT 6-1/2 MILES IN A S DIRECTION
 PD1049'FROM JONESPORT.  IT IS WEDGED IN A DRILL HOLE IN ROCK NEAR THE S
 PD1049'CENTER OF THE ISLAND, ON THE N SIDE OF A PROMINENT E-W CREVICE IN
 PD1049'THE ROCK, APPROXIMATELY 30 FEET E OF THE APEX OF THE
 PD1049'AFOREMENTIONED CREVICE AND A CREVICE RUNNING IN A NE DIRECTION.
 PD1049'
 PD1049'REFERENCE MARK 1 IS S ACROSS THE E-W CREVICE ABOUT 22 FEET.
 PD1049'
 PD1049'REFERENCE MARK 2 IS W ACROSS THE CREVICE RUNNING IN A NE DIRECTION.
 PD1049'
 PD1049'BOTH REFERENCE MARKS ARE BRONZE REFERENCE DISKS SET IN OUTCROPPING
 PD1049'BEDROCK.  STATION MARK IS A BRONZE STATION DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2132 ***********************************************************************
 PE2132  DESIGNATION -  KEDEARS HILL
 PE2132  PID         -  PE2132
 PE2132  STATE/COUNTY-  ME/WALDO
 PE2132  USGS QUAD   -  ISLESBORO (1979)
 PE2132
 PE2132                         *CURRENT SURVEY CONTROL
 PE2132  ___________________________________________________________________
 PE2132* NAD 83(1996)-  44 22 24.09085(N)    068 53 34.17535(W)     ADJUSTED  
 PE2132* NAVD 88     -        59.     (meters)     194.     (feet)  SCALED    
 PE2132  ___________________________________________________________________
 PE2132  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 PE2132  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 PE2132
 PE2132  HORZ ORDER  -  SECOND
 PE2132
 PE2132.The horizontal coordinates were established by classical geodetic methods
 PE2132.and adjusted by the National Geodetic Survey in March 1998..
 PE2132
 PE2132.The orthometric height was scaled from a topographic map.
 PE2132
 PE2132.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2132
 PE2132.The geoid height was determined by GEOID03.
 PE2132
 PE2132;                    North         East     Units Scale Factor Converg.
 PE2132;SPC ME E     -    78,589.597   268,694.257   MT  0.99991205   -0 16 29.0
 PE2132;UTM  19      - 4,913,347.900   508,538.475   MT  0.99960090   +0 04 29.8
 PE2132
 PE2132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2132!SPC ME E     -   0.99999471  x   0.99991205  =   0.99990676
 PE2132!UTM  19      -   0.99999471  x   0.99960090  =   0.99959561
 PE2132
 PE2132:                Primary Azimuth Mark                     Grid Az
 PE2132:SPC ME E     -  WEST STOCKTON WHITE CH SPIRE             002 32 51.6
 PE2132:UTM  19      -  WEST STOCKTON WHITE CH SPIRE             002 11 52.8
 PE2132
 PE2132|---------------------------------------------------------------------|
 PE2132| PID    Reference Object                     Distance      Geod. Az  |
 PE2132|                                                           dddmmss.s |
 PE2132| PE2135 WEST STOCKTON WHITE CH SPIRE        APPROX.11.2 KM 0021622.6 |
 PE2132| PE2107 STOCKTON SPRINGS UNIV CHURCH        APPROX.13.4 KM 0120539.3 |
 PE2132| PE2109 FORT POINT LH                       APPROX.12.3 KM 0314629.2 |
 PE2132| PE2110 FORT POINT LEDGE BEACON             APPROX.11.8 KM 0340223.0 |
 PE2132| CE8051 KEDEARS HILL RM 1                    14.405 METERS 07223     |
 PE2132| PE2115 DICE HEAD LH                        APPROX. 6.0 KM 0795548.9 |
 PE2132| CE8052 KEDEARS HILL RM 2                    11.923 METERS 14419     |
 PE2132| PE2127 EAST NORTHPORT BLACK WATER TK       APPROX. 6.0 KM 2694842.9 |
 PE2132| PE2255 BELFAST ELEVATOR                    APPROX.12.6 KM 3045756.7 |
 PE2132| PE2138 STEEL LEDGE MONUMENT LIGHT          APPROX. 8.1 KM 3085220.6 |
 PE2132| PE2139 PATERSON POINT HOUSE CUPOLA         APPROX. 9.4 KM 3113308.7 |
 PE2132| PE2133 LONG COVE YELLOW TANK               APPROX. 9.5 KM 3570048.7 |
 PE2132|---------------------------------------------------------------------|
 PE2132
 PE2132                          SUPERSEDED SURVEY CONTROL
 PE2132
 PE2132  NAD 83(1992)-  44 22 24.09307(N)    068 53 34.15414(W) AD(       ) 2
 PE2132  NAD 83(1986)-  44 22 24.09630(N)    068 53 34.15481(W) AD(       ) 2
 PE2132  NAD 27      -  44 22 23.81300(N)    068 53 36.04400(W) AD(       ) 2
 PE2132
 PE2132.Superseded values are not recommended for survey control.
 PE2132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2132.See file dsdata.txt to determine how the superseded data were derived.
 PE2132
 PE2132_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK0853813348(NAD 83)
 PE2132
 PE2132  HISTORY     - Date     Condition        Report By
 PE2132  HISTORY     - 1861     MONUMENTED       CGS
 PE2132  HISTORY     - 1911     SEE DESCRIPTION  CGS
 PE2132  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2132  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE2132
 PE2132                          STATION DESCRIPTION
 PE2132
 PE2132'DESCRIBED BY COAST AND GEODETIC SURVEY 1911
 PE2132'STATION IS ON THE SUMMIT OF A HILL IN THE NORTHWESTERN PART OF N
 PE2132'ISLESBORO, LONG ISLAND, W PENOBSCOT BAY.  THE STATION IS ABOUT 1-1/2
 PE2132'MILES SW OF TURTLE HEAD, 1/2 MILE SE BY S FROM MARSHALL POINT, AND
 PE2132'1/4 MILE FROM THE SHORE OF TURTLE HEAD COVE.  IT IS MARKED BY A
 PE2132'COPPER BOLT SET IN A HOLE IN THE ROCK.
 PE2132
 PE2132                          STATION RECOVERY (1934)
 PE2132
 PE2132'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2132'STATION WAS RECOVERED AS DESCRIBED.  IT IS ON THE HIGHEST HILL ON
 PE2132'THE NW PORTION OF LONG ISLAND, ABOUT 2-1/2 MILES N OF THE VILLAGE OF
 PE2132'N ISLESBORO, 7 MILES SE OF BELFAST, AND 5 MILES SSW OF CAPE
 PE2132'JELLISON.  IT IS ON A LARGE BOULDER ABOUT 1/5 METER HIGH AND HAS
 PE2132'ROUNDING TOP ABOUT 2 BY 3 METERS.  THE ORIGINAL COPPER BOLT WAS
 PE2132'LEFT INTACT AND A TOWER ERECTED OVER IT WITH SIGNAL AND
 PE2132'INSTRUMENT 12.2 METERS ABOVE IT.  TWO LEGS OF THE TOWER WERE
 PE2132'ANCHORED TO THE BOULDER BY BOLTS, 1.51 METERS E AND 1.53 METERS
 PE2132'NW OF THE STATION MARK.
 PE2132'
 PE2132'TWO REFERENCE MARKS, STANDARD BRONZE DISKS SET IN A SQUARE BLOCK
 PE2132'OR POST OF CONCRETE, WERE SET ON THE HIGHEST PART OF THE
 PE2132'RIDGE.  REFERENCE MARK NO. 1 IS NE AND REFERENCE MARK NO. 2 IS SE
 PE2132'OF THE BOULDER.
 PE2132'
 PE2132'TO REACH THE STATION, ANCHOR IN TURTLE COVE AND TAKE ROAD ALONG
 PE2132'BEACH SW ABOUT 1/2 MILE TO THE TOP OF HILL AT MR. LUNDS SUMMER
 PE2132'HOME.  FROM THIS POINT, FOLLOW TRAIL ABOUT 200 METERS N TO STATION.
 PE2132
 PE2132                          STATION RECOVERY (1944)
 PE2132
 PE2132'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE2132'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION.  THE
 PE2132'DESCRIPTION AS GIVEN IN THE RECOVERY NOTE OF K.G.C. IN 1934 IS
 PE2132'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1283 ***********************************************************************
 QF1283  DESIGNATION -  KEENE IBC 1917
 QF1283  PID         -  QF1283
 QF1283  STATE/COUNTY-  ME/WASHINGTON
 QF1283  USGS QUAD   -  LOON BAY (1988)
 QF1283
 QF1283                         *CURRENT SURVEY CONTROL
 QF1283  ___________________________________________________________________
 QF1283* NAD 83(1996)-  45 25 28.78051(N)    067 28 38.85015(W)     ADJUSTED  
 QF1283* NAVD 88     -        98.     (meters)     322.     (feet)  SCALED    
 QF1283  ___________________________________________________________________
 QF1283  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 QF1283  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 QF1283
 QF1283  HORZ ORDER  -  THIRD
 QF1283
 QF1283.The horizontal coordinates were established by classical geodetic methods
 QF1283.and adjusted by the National Geodetic Survey in March 1998..
 QF1283
 QF1283.The orthometric height was scaled from a topographic map.
 QF1283
 QF1283.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1283
 QF1283.The geoid height was determined by GEOID03.
 QF1283
 QF1283;                    North         East     Units Scale Factor Converg.
 QF1283;SPC ME E     -   195,842.577   380,018.330   MT  0.99997870   +0 43 42.3
 QF1283;UTM  19      - 5,031,254.087   619,109.655   MT  0.99977443   +1 05 04.8
 QF1283
 QF1283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1283!SPC ME E     -   0.99998837  x   0.99997870  =   0.99996707
 QF1283!UTM  19      -   0.99998837  x   0.99977443  =   0.99976280
 QF1283
 QF1283|---------------------------------------------------------------------|
 QF1283| PID    Reference Object                     Distance      Geod. Az  |
 QF1283|                                                           dddmmss.s |
 QF1283| QF1410 GRASSY IS BM BM 5 IBC               257.104 METERS 08803     |
 QF1283| QF1403 GRASS IBC 1921                      499.813 METERS 1103226.9 |
 QF1283|---------------------------------------------------------------------|
 QF1283
 QF1283                          SUPERSEDED SURVEY CONTROL
 QF1283
 QF1283  NAD 83(1992)-  45 25 28.77666(N)    067 28 38.84771(W) AD(       ) 3
 QF1283  NAD 83(1986)-  45 25 28.78008(N)    067 28 38.85613(W) AD(       ) 3
 QF1283  NAD 27      -  45 25 28.52100(N)    067 28 40.84500(W) AD(       ) 3
 QF1283
 QF1283.Superseded values are not recommended for survey control.
 QF1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1283.See file dsdata.txt to determine how the superseded data were derived.
 QF1283
 QF1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL1911031254(NAD 83)
 QF1283
 QF1283  HISTORY     - Date     Condition        Report By
 QF1283  HISTORY     - 1917     MONUMENTED       CGS
 QF1283
 QF1283                          STATION DESCRIPTION
 QF1283
 QF1283'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (NWS)
 QF1283'STATION IS ON A HIGH TRIANGULAR KNOLL ON THE OLD CLEARING JUST S
 QF1283'OF THE KEENE FARMHOUSE AT GRASSY ISLANDS IN THE ST. CROIX
 QF1283'RIVER.  THE STATION IS ON ABOUT THE HIGHEST POINT OF AND EQUALLY
 QF1283'DISTANT FROM THE THREE CORNERS OF THE KNOLL.
 QF1283'
 QF1283'STATION MARK IS A BRONZE DISK MARKED U.S. AND C.B. SURVEY SET
 QF1283'IN A DRILL HOLE IN A ROCK AND BURIED ABOUT 20 INCHES UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0945 ***********************************************************************
 PD0945  DESIGNATION -  KEHOE 1887
 PD0945  PID         -  PD0945
 PD0945  STATE/COUNTY-  ME/WASHINGTON
 PD0945  USGS QUAD   -  PEMBROKE (1977)
 PD0945
 PD0945                         *CURRENT SURVEY CONTROL
 PD0945  ___________________________________________________________________
 PD0945* NAD 83(1996)-  44 57 32.17995(N)    067 07 44.88700(W)     ADJUSTED  
 PD0945* NAVD 88     -        69.     (meters)     226.     (feet)  SCALED    
 PD0945  ___________________________________________________________________
 PD0945  LAPLACE CORR-           4.56  (seconds)                    DEFLEC99
 PD0945  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 PD0945
 PD0945  HORZ ORDER  -  THIRD
 PD0945
 PD0945.The horizontal coordinates were established by classical geodetic methods
 PD0945.and adjusted by the National Geodetic Survey in March 1998..
 PD0945
 PD0945.The orthometric height was scaled from a topographic map.
 PD0945
 PD0945.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0945
 PD0945.The geoid height was determined by GEOID03.
 PD0945
 PD0945;                    North         East     Units Scale Factor Converg.
 PD0945;SPC ME E     -   144,495.128   408,154.733   MT  1.00004379   +0 58 07.5
 PD0945;UTM  19      - 4,980,091.613   647,558.114   MT  0.99986774   +1 19 19.9
 PD0945
 PD0945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0945!SPC ME E     -   0.99999278  x   1.00004379  =   1.00003656
 PD0945!UTM  19      -   0.99999278  x   0.99986774  =   0.99986052
 PD0945
 PD0945                          SUPERSEDED SURVEY CONTROL
 PD0945
 PD0945  NAD 83(1992)-  44 57 32.16959(N)    067 07 44.88669(W) AD(       ) 3
 PD0945  NAD 83(1986)-  44 57 32.16778(N)    067 07 44.88816(W) AD(       ) 3
 PD0945  NAD 27      -  44 57 31.88400(N)    067 07 46.94900(W) AD(       ) 3
 PD0945
 PD0945.Superseded values are not recommended for survey control.
 PD0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0945.See file dsdata.txt to determine how the superseded data were derived.
 PD0945
 PD0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK4755880092(NAD 83)
 PD0945
 PD0945  HISTORY     - Date     Condition        Report By
 PD0945  HISTORY     - 1887     MONUMENTED       CGS
 PD0945  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0945
 PD0945                          STATION DESCRIPTION
 PD0945
 PD0945'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0945'STATION IS ON THE SUMMIT OF A ROCKY HILL ABOUT 1/4 MILE NE
 PD0945'OF THE HEAD OF SIPPS BAY AND ABOUT 1-1/2 MILES E OF PEMBROKE.  IT
 PD0945'IS ABOUT 260 METERS NE OF THE PEMBROKE-EASTPORT ROAD AND
 PD0945'ABOUT 1/4 MILE N OF THE HOUSE OF MICHAEL KEHOE, THE OWNER OF
 PD0945'THE FARM.  A WOOD ROAD LEADS FROM KEHOES HOUSE TO THE BASE OF
 PD0945'THE LEDGE ON THE SUMMIT OF WHICH THE STATION IS LOCATED.  THE
 PD0945'STATION IS MARKED BY A HOLE DRILLED IN THE ROCK AND SURROUNDED
 PD0945'BY A CIRCLE CHISELED IN THE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1106 ***********************************************************************
 PD1106  DESIGNATION -  KEL RESET
 PD1106  PID         -  PD1106
 PD1106  STATE/COUNTY-  ME/WASHINGTON
 PD1106  USGS QUAD   -  JONESPORT (1977)
 PD1106
 PD1106                         *CURRENT SURVEY CONTROL
 PD1106  ___________________________________________________________________
 PD1106* NAD 83(1996)-  44 31 56.34444(N)    067 34 04.47861(W)     ADJUSTED  
 PD1106* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 PD1106  ___________________________________________________________________
 PD1106  LAPLACE CORR-           3.65  (seconds)                    DEFLEC99
 PD1106  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 PD1106
 PD1106  HORZ ORDER  -  SECOND
 PD1106
 PD1106.The horizontal coordinates were established by classical geodetic methods
 PD1106.and adjusted by the National Geodetic Survey in March 1998..
 PD1106
 PD1106.The orthometric height was scaled from a topographic map.
 PD1106
 PD1106.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1106
 PD1106.The geoid height was determined by GEOID03.
 PD1106
 PD1106;                    North         East     Units Scale Factor Converg.
 PD1106;SPC ME E     -    96,599.122   374,080.341   MT  0.99996747   +0 39 13.4
 PD1106;UTM  19      - 4,931,996.361   613,785.180   MT  0.99975922   +1 00 16.0
 PD1106
 PD1106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD1106!SPC ME E     -   1.00000129  x   0.99996747  =   0.99996876
 PD1106!UTM  19      -   1.00000129  x   0.99975922  =   0.99976051
 PD1106
 PD1106:                Primary Azimuth Mark                     Grid Az
 PD1106:SPC ME E     -  MARK 2 1934                              093 12 00.3
 PD1106:UTM  19      -  MARK 2 1934                              092 50 57.7
 PD1106
 PD1106|---------------------------------------------------------------------|
 PD1106| PID    Reference Object                     Distance      Geod. Az  |
 PD1106|                                                           dddmmss.s |
 PD1106| PD1096 MARK 2 1934                         APPROX. 2.6 KM 0935113.7 |
 PD1106| CE8053 KEL RM 1                              7.848 METERS 11442     |
 PD1106| CE8054 KEL RM 2                              7.066 METERS 18607     |
 PD1106|---------------------------------------------------------------------|
 PD1106
 PD1106                          SUPERSEDED SURVEY CONTROL
 PD1106
 PD1106  NAD 83(1992)-  44 31 56.34009(N)    067 34 04.47755(W) AD(       ) 2
 PD1106  NAD 83(1986)-  44 31 56.33591(N)    067 34 04.48052(W) AD(       ) 2
 PD1106  NAD 27      -  44 31 56.05200(N)    067 34 06.50800(W) AD(       ) 2
 PD1106
 PD1106.Superseded values are not recommended for survey control.
 PD1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1106.See file dsdata.txt to determine how the superseded data were derived.
 PD1106
 PD1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK1378531996(NAD 83)
 PD1106_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PD1106_SETTING: 66 = SET IN ROCK OUTCROP
 PD1106_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 PD1106_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD1106_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD1106+STABILITY: POSITION/ELEVATION WELL
 PD1106_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PD1106+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2000
 PD1106
 PD1106  HISTORY     - Date     Condition        Report By
 PD1106  HISTORY     - 1913     MONUMENTED       CGS
 PD1106  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PD1106  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD1106  HISTORY     - 1959     SEE DESCRIPTION  CGS
 PD1106  HISTORY     - 1986     GOOD             NOS
 PD1106  HISTORY     - 20001124 GOOD             LOCSUR
 PD1106
 PD1106                          STATION DESCRIPTION
 PD1106
 PD1106'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (OBF)
 PD1106'STATION IS ON A PROMINENT BARE HILL ON KELLYS POINT, N SIDE
 PD1106'OF MOOSE-A-BEC REACH, AND SW SIDE OF CHANDLER BAY.  THE
 PD1106'STATION IS ON A LEDGE A LITTLE S OF THE HIGHEST POINT OF THE
 PD1106'HILL.  THE LEDGE HAS A STEEP DROP OF A FOOT ON ITS S SIDE, AND
 PD1106'A LARGE FLAGPOLE STANDS IN THIS DEPRESSION 0.77 METER FROM THE
 PD1106'STATION.  THE STATION IS MARKED BY A DRILL HOLE SURROUNDED
 PD1106'BY A TRIANGLE CUT IN THE ROCK.
 PD1106
 PD1106                          STATION RECOVERY (1934)
 PD1106
 PD1106'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PD1106'STATION RECOVERED AS DESCRIBED, ON A PROMINENT BARE HILL ON
 PD1106'KELLEY POINT 1-1/2 MILES E OFJONESPORT.  THE MARK IS IN SUMMIT
 PD1106'LEDGE ABOUT 250 FEET E OF ROAD.  IT IS 7 FEET SE OF THE HIGHEST
 PD1106'PART OF LEDGE AND 1.8 FEET N OF A SHEER 1-1/2 S FACE OF LEDGE.
 PD1106'
 PD1106'STATION WAS RE-MARKED AND 2 REFERENCE MARKS ESTABLISHED.  ALL
 PD1106'MARKS ARE STANDARD DISKS WEDGED IN DRILL HOLES IN OUTCROPPING
 PD1106'BEDROCK.
 PD1106'
 PD1106'REFERENCE MARK NO. 1 IS 25.75 FEET ESE OF THE STATION IN A
 PD1106'ROUGH LEDGE AND 28.62 FEET NE OF REFERENCE MARK NO. 2.
 PD1106'
 PD1106'REFERENCE MARK NO. 2 IS 23.18 FEET S OF STATION AND ABOUT 25
 PD1106'FEET E OF A ROUGH MOUND LEDGE OF SAME HEIGHT.
 PD1106'
 PD1106'TO REACH THE STATION TURN S FROM HIGHWAY 187 IN THE NE PART
 PD1106'OF JONESPORT INTO THE ROAD THAT PASSES BY THE HEAD OF SAWYER
 PD1106'COVE AND LEADS TO KELLEY POINT.  WITH SPEEDOMETER SET AT 0 AT
 PD1106'THIS JUNCTION PROCEED AS FOLLOWS.  AT 0.4 TAKE LEFT FORK.  AT
 PD1106'1.3 TAKE SIDE ROAD RIGHT.  AT 1.5 COME TO HOME OF JESSE KELLEY,
 PD1106'LAST HOUSE ON LEFT SIDE OF ROAD.  PERMISSION TO BUILD A 4-FOOT
 PD1106'TRIPOD AT STATION ON THE BARE HILL JUST E OF THIS HOUSE WAS
 PD1106'OBTAINED FROM MRS. KELLEY.
 PD1106
 PD1106                          STATION RECOVERY (1946)
 PD1106
 PD1106'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD1106'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 PD1106'
 PD1106'REFERENCE MARK DISTANCES WERE MEASURED AND FOUND TO BE CORRECT.
 PD1106'
 PD1106'THE EXISTING DESCRIPTION IS ADEQUATE.
 PD1106
 PD1106                          STATION RECOVERY (1959)
 PD1106
 PD1106'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GFW)
 PD1106'STATION MARK AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 PD1106'
 PD1106'THE DISTANCES TO THE REFERENCE MARKS WERE VERIFIED.  THE
 PD1106'PUBLISHED DESCRIPTION IS ADEQUATE AND CORRECT.
 PD1106
 PD1106                          STATION RECOVERY (1986)
 PD1106
 PD1106'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1986 (JED)
 PD1106'THE STATION WAS RECOVERED AT THIS DATE.
 PD1106'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 PD1106'CONDITION BY THE 1934 DESCRIPTION.
 PD1106'
 PD1106'RECOVERED BY JED.
 PD1106
 PD1106                          STATION RECOVERY (2000)
 PD1106
 PD1106'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (CMM)
 PD1106'STATION AND REF. DISKS ARE ALL IN GOOD CONDITION. LOCATION NOW COVERED
 PD1106'BY SPRUCE TREES ABOUT 20+ FEET TALL. LEDGES ARE NOW MOSS COVERED. CARL
 PD1106'M. MAYHEW-PROFESSIONAL LAND SURVEYOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0546 ***********************************************************************
 PE0546  DESIGNATION -  KELLEY
 PE0546  PID         -  PE0546
 PE0546  STATE/COUNTY-  ME/PENOBSCOT
 PE0546  USGS QUAD   -  OLD TOWN (1988)
 PE0546
 PE0546                         *CURRENT SURVEY CONTROL
 PE0546  ___________________________________________________________________
 PE0546* NAD 83(1996)-  44 53 01.95059(N)    068 43 13.28274(W)     ADJUSTED  
 PE0546* NAVD 88     -       101.424  (meters)     332.76   (feet)  ADJUSTED  
 PE0546  ___________________________________________________________________
 PE0546  LAPLACE CORR-           2.51  (seconds)                    DEFLEC99
 PE0546  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 PE0546  DYNAMIC HT  -         101.421 (meters)     332.75  (feet)  COMP
 PE0546  MODELED GRAV-     980,591.2   (mgal)                       NAVD 88
 PE0546
 PE0546  HORZ ORDER  -  SECOND
 PE0546  VERT ORDER  -  SECOND    CLASS 0
 PE0546
 PE0546.The horizontal coordinates were established by classical geodetic methods
 PE0546.and adjusted by the National Geodetic Survey in March 1998..
 PE0546
 PE0546.The orthometric height was determined by differential leveling
 PE0546.and adjusted by the National Geodetic Survey in June 1991..
 PE0546
 PE0546.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE0546
 PE0546.The geoid height was determined by GEOID03.
 PE0546
 PE0546.The dynamic height is computed by dividing the NAVD 88
 PE0546.geopotential number by the normal gravity value computed on the
 PE0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0546.degrees latitude (g = 980.6199 gals.).
 PE0546
 PE0546.The modeled gravity was interpolated from observed gravity values.
 PE0546
 PE0546;                    North         East     Units Scale Factor Converg.
 PE0546;SPC ME E     -   135,263.407   282,592.283   MT  0.99990373   -0 09 19.8
 PE0546;UTM  19      - 4,970,088.566   522,084.675   MT  0.99960600   +0 11 50.4
 PE0546
 PE0546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE0546!SPC ME E     -   0.99998797  x   0.99990373  =   0.99989170
 PE0546!UTM  19      -   0.99998797  x   0.99960600  =   0.99959398
 PE0546
 PE0546:                Primary Azimuth Mark                     Grid Az
 PE0546:SPC ME E     -  ORONO STANDPIPE                          083 09 03.6
 PE0546:UTM  19      -  ORONO STANDPIPE                          082 47 53.4
 PE0546
 PE0546|---------------------------------------------------------------------|
 PE0546| PID    Reference Object                     Distance      Geod. Az  |
 PE0546|                                                           dddmmss.s |
 PE0546| PE2144 ORONO STANDPIPE                     APPROX. 2.6 KM 0825943.8 |
 PE0546| PE0547 KELLEY RM 1                          16.362 METERS 21041     |
 PE0546| PE2227 BANGOR DOW AFB STANDPIPE            APPROX.11.1 KM 2164921.9 |
 PE0546| PE2209 BANGOR RAD STA WLBZ TALL MAST       APPROX. 7.8 KM 2193750.5 |
 PE0546| QG1340 HIGH CUT LOOKOUT TOWER              APPROX.38.9 KM 3033749.0 |
 PE0546| QG1336 CHARLESTON W RADAR DOME OF 3        APPROX.37.4 KM 3074540.3 |
 PE0546| PE0548 KELLEY RM 2                          18.030 METERS 32026     |
 PE0546|---------------------------------------------------------------------|
 PE0546
 PE0546                          SUPERSEDED SURVEY CONTROL
 PE0546
 PE0546  NAD 83(1992)-  44 53 01.94925(N)    068 43 13.28223(W) AD(       ) 2
 PE0546  NAD 83(1986)-  44 53 01.95093(N)    068 43 13.28035(W) AD(       ) 2
 PE0546  NAD 27      -  44 53 01.69810(N)    068 43 15.15020(W) AD(       ) 2
 PE0546  NGVD 29 (??/??/92)  101.632  (m)          333.44   (f) ADJ UNCH    2 0
 PE0546
 PE0546.Superseded values are not recommended for survey control.
 PE0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0546.See file dsdata.txt to determine how the superseded data were derived.
 PE0546
 PE0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK2208570089(NAD 83)
 PE0546_MARKER: DS = TRIANGULATION STATION DISK
 PE0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0546_STAMPING: KELLY 1958
 PE0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0546+STABILITY: SURFACE MOTION
 PE0546
 PE0546  HISTORY     - Date     Condition        Report By
 PE0546  HISTORY     - 1958     MONUMENTED       CGS
 PE0546  HISTORY     - 1958     GOOD             CGS
 PE0546  HISTORY     - 1976     SEE DESCRIPTION  LOCENG
 PE0546  HISTORY     - 1984     GOOD             USPSQD
 PE0546
 PE0546                          STATION DESCRIPTION
 PE0546
 PE0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 PE0546'STATION IS LOCATED ABOUT 6 MILES NORTH-NORTHEAST OF BANGOR,
 PE0546'2-1/2 MILES WEST OF ORONO, 2 MILES SOUTHEAST OF THE SOUTHEAST
 PE0546'CORNER OF PUSHAW LAKE, ON WHAT IS LOCALLY KNOWN AS KELLEY HILL
 PE0546'AND ON THE PROPERTY OF MR. PERRY LA POINT.  STATION IS 16 FEET
 PE0546'SOUTH OF WITNESS POST, 20 FEET SOUTHWEST OF 12 INCH TRIANGLE
 PE0546'BLAZED TREE AND 40 FEET SOUTHEAST OF TRIPLE TRUNK EVERGREEN
 PE0546'TREE.  MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 PE0546'KELLEY NO. 1 1958.
 PE0546'
 PE0546'REFERENCE MARK NO. 1 IS 66 FEET SOUTH OF WITNESS POST AND 21 FEET
 PE0546'SOUTH-SOUTHWEST OF 20 INCH TWIN TRUNK MAPLE TREE.  MARK PROJECTS
 PE0546'ABOUT 4 INCHES AND THE DISK IS STAMPED KELLEY NO. 1 1958.
 PE0546'
 PE0546'REFERENCE MARK NO. 2 IS 23 FEET NORTHWEST OF TRIPLE TRUNK
 PE0546'EVERGREEN TREE AND 45 FEET NORTHWEST OF WITNESS POST.  MARK
 PE0546'PROJECTS ABOUT 1 INCH AND THE DISK IS STAMPED KELLEY NO. 2 1958.
 PE0546'
 PE0546'BANGOR, DOW AIR FORCE BASE STANDPIPE MAYBE USED AS AZIMUTH MARK.
 PE0546'
 PE0546'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 2 AND STATE
 PE0546'HIGHWAY NO. 11 IN ORONO, GO SOUTHWEST ON U.S. HIGHWAY NO. 2 FOR
 PE0546'1.5 MILES TO SIDE ROAD RIGHT (KELLEY ROAD), TURN RIGHT AND GO
 PE0546'NORTHWEST ON KELLEY ROAD FOR 1.65 MILES TO CROSSROADS.  CONTINUE
 PE0546'STRAIGHT AHEAD FOR 0.2 MILE TO END OF ROAD AT MR. PERRY LA POINTS
 PE0546'HOUSE ON LEFT.  BEAR LEFT AROUND PERRY LA POINTS HOUSE ON TRACK
 PE0546'ROAD FOR 0.05 MILE TO FORK, KEEP RIGHT AND GO NORTH-NORTHWEST
 PE0546'ON TRACK ROAD FOR 0.30 MILE TO FORK, KEEP RIGHT AND CONTINUE
 PE0546'0.1 MILE TO SIDE ROAD RIGHT, CONTINUE AHEAD UP HILL (NORTHERLY)
 PE0546'FOR 30 YARDS TO FORK.  TAKE RIGHT FORK FOR ABOUT 60 YARDS AND
 PE0546'THEN TURN LEFT AND GO 100 FEET TO STATION AS DESCRIBED.
 PE0546'
 PE0546'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 PE0546
 PE0546                          STATION RECOVERY (1958)
 PE0546
 PE0546'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 PE0546'4.8 MI W FROM ORONO.
 PE0546'1.8 MILES NORTH ALONG STATE HIGHWAY 16 FROM THE POST OFFICE AT
 PE0546'ORONO, THENCE 2.35 MILES SOUTHWEST ALONG STILLWATER ROAD,
 PE0546'THENCE 0.2 MILES NORTH ALONG A GRAVEL ROAD, THENCE WEST AND
 PE0546'NORTH PASSING AROUND THE SOUTH AND WEST SIDE OF A FARM HOUSE
 PE0546'FOR 0.05 MILES, THENCE 0.15 MILES NORTH ALONG TRAIL ROAD TO THE
 PE0546'NORTH EDGE OF FIELD, THENCE 0.2 MILES WEST ALONG A WOODS ROAD
 PE0546'TO THE TOP OF THE HILL, 20 FEET WEST-SOUTHWEST OF AN 8-INCH
 PE0546'BLAZED MAPLE TREE, 33 FEET SOUTH OF THE CENTER OF A 4-FOOT BY
 PE0546'4-FOOT ROCK AT THE HIGHEST PART OF THE HILL, 53.8 FEET EAST OF
 PE0546'REFERENCE MARK 1, 59.3 FEET SOUTH-SOUTHEAST OF REFERENCE MARK
 PE0546'2, 16.8 FEET SOUTHWEST OF A METAL WITNESS POST, SET IN THE TOP
 PE0546'OF A CONCRETE POST PROJECTING 2 INCHES.
 PE0546
 PE0546                          STATION RECOVERY (1976)
 PE0546
 PE0546'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 PE0546'STATION KELLEY 1958, KELLEY RM 1 AND KELLEY RM 2, RECOVERED AS
 PE0546'DESCRIBED.
 PE0546
 PE0546                          STATION RECOVERY (1984)
 PE0546
 PE0546'RECOVERY NOTE BY US POWER SQUADRON 1984 (ELG)
 PE0546'KELLEY 1958, KELLEY NO 1 1958 FOUND GOOD.
 PE0546'
 PE0546'STATION WAS RECOVERED IN GOOD CONDITION BUT WITNESS POST AND SIGN ARE
 PE0546'MISSING.  RM 1 WAS ALSO RECOVERED IN GOOD CONDITION.  A WITNESS SIGN
 PE0546'WAS NAILED TO A TREE NEAR THIS RM.  RM 2 WAS NOT RECOVERED EVEN
 PE0546'WITH AN INTENSIVE SEARCH.  GUIDANCE FROM THE LAPOINT FAMILY IN
 PE0546'LOCATING THIS STATION IS DESIRABLE.  PERMISSION TO CROSS THIS
 PE0546'PROPERTY IS NECESSARY AS MUCH OF IT IS A JUNKYARD THAT IS
 PE0546'PROTECTED DRAMATICALLY BY MR. LAPOINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0821 ***********************************************************************
 QF0821  DESIGNATION -  KELLEY
 QF0821  PID         -  QF0821
 QF0821  STATE/COUNTY-  ME/WASHINGTON
 QF0821  USGS QUAD   -  CALAIS (1977)
 QF0821
 QF0821                         *CURRENT SURVEY CONTROL
 QF0821  ___________________________________________________________________
 QF0821* NAD 83(1996)-  45 09 49.46428(N)    067 17 54.98180(W)     ADJUSTED  
 QF0821* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 QF0821  ___________________________________________________________________
 QF0821  LAPLACE CORR-           4.54  (seconds)                    DEFLEC99
 QF0821  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 QF0821
 QF0821  HORZ ORDER  -  THIRD
 QF0821
 QF0821.The horizontal coordinates were established by classical geodetic methods
 QF0821.and adjusted by the National Geodetic Survey in March 1998..
 QF0821
 QF0821.The orthometric height was scaled from a topographic map.
 QF0821
 QF0821.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0821
 QF0821.The geoid height was determined by GEOID03.
 QF0821
 QF0821;                    North         East     Units Scale Factor Converg.
 QF0821;SPC ME E     -   167,040.910   394,446.448   MT  1.00000965   +0 51 07.2
 QF0821;UTM  19      - 5,002,548.144   633,713.302   MT  0.99981984   +1 12 24.0
 QF0821
 QF0821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0821!SPC ME E     -   1.00000274  x   1.00000965  =   1.00001239
 QF0821!UTM  19      -   1.00000274  x   0.99981984  =   0.99982258
 QF0821
 QF0821:                Primary Azimuth Mark                     Grid Az
 QF0821:SPC ME E     -  MILLTOWN CONG CH SPIRE IBC               007 57 11.7
 QF0821:UTM  19      -  MILLTOWN CONG CH SPIRE IBC               007 35 54.9
 QF0821
 QF0821|---------------------------------------------------------------------|
 QF0821| PID    Reference Object                     Distance      Geod. Az  |
 QF0821|                                                           dddmmss.s |
 QF0821| QF0817 MILLTOWN CONG CH SPIRE IBC          APPROX. 1.1 KM 0084818.9 |
 QF0821| QF0818 SWITCH LEVER IBC                    APPROX. 0.6 KM 0121447.9 |
 QF0821| QF0804 MILLTOWN COT MIL LIGHT ROD IBC      APPROX. 1.3 KM 0201314.9 |
 QF0821| CE8903 KELLEY RM 1                          37.703 METERS 15112     |
 QF0821| CE8904 KELLEY RM 2                         171.736 METERS 24959     |
 QF0821| QF0822 WHITE IBC                           390.023 METERS 25620     |
 QF0821| QF0823 TODD MOUNTAIN                       APPROX. 1.4 KM 3051423.5 |
 QF0821|---------------------------------------------------------------------|
 QF0821
 QF0821                          SUPERSEDED SURVEY CONTROL
 QF0821
 QF0821  NAD 83(1992)-  45 09 49.45912(N)    067 17 54.97983(W) AD(       ) 3
 QF0821  NAD 83(1986)-  45 09 49.46181(N)    067 17 54.98465(W) AD(       ) 3
 QF0821  NAD 27      -  45 09 49.19500(N)    067 17 57.02200(W) AD(       ) 3
 QF0821
 QF0821.Superseded values are not recommended for survey control.
 QF0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0821.See file dsdata.txt to determine how the superseded data were derived.
 QF0821
 QF0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL3371302548(NAD 83)
 QF0821_MARKER: DH = HORIZONTAL CONTROL DISK
 QF0821_SETTING: 0 = UNSPECIFIED SETTING
 QF0821
 QF0821  HISTORY     - Date     Condition        Report By
 QF0821  HISTORY     - 1909     MONUMENTED       IBC
 QF0821  HISTORY     - 1946     MARK NOT FOUND   IBC
 QF0821
 QF0821                          STATION DESCRIPTION
 QF0821
 QF0821'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JEM)
 QF0821'JUST S OF MILLTOWN, ME, IN THE KELLEY MEADOW.  THE STATION IS ABOUT
 QF0821'650 METERS S OF THE INTERNATIONAL BRIDGE AT MILLTOWN.  IT IS BETWEEN
 QF0821'THE MAINE CENTRAL RAILROAD AND THE ST CROIX RIVER, ABOUT 240 METERS
 QF0821'FROM THE RAILROAD, ABOUT 140 METERS FROM THE RIVER, ABOUT 70 METERS
 QF0821'S OF THE EDGE OF THE SWAMPY LAND THAT EXTENDS ALONG THE RIVER FROM
 QF0821'MILLTOWN, AND ABOUT 40 METERS N OF A LANE WHICH LEADS TO THE MILLTOWN
 QF0821'BRIDGE ROAD.
 QF0821'
 QF0821'STATION MARK IS A BRONZE DISK SET IN THE TOP OF A GRANITE POST 6
 QF0821'INCHES SQUARE AND 2 FEET LONG SET WITH ITS TOP NEARLY FLUSH WITH
 QF0821'THE GROUND.  THE LETTERS---U.S.R.M---ARE CUT, ONE LETTERS IN EACH
 QF0821'OF THE VERTICAL FACES OF THE POST.  THE SUBSURFACE MARK IS A NAIL SET
 QF0821'IN THE TOP OF A CONCRETE - FILLED TILE SET 2 FEET BELOW THE LEVEL OF
 QF0821'THE GROUND.  A TILE FILLED WITH CONCRETE WITH A NAIL IN THE TOP OF
 QF0821'IT IS SET ALONGSIDE THE LANE FENCE ON THE S SIDE OF MEADOW S 28
 QF0821'DEGREES 48 MINUTES E, 37.70 METERS DISTANT FROM THE STATION AND IN
 QF0821'LINE WITH A LARGE LONE PINE TREE IN THE FIELD TO THE S.  A GRANITE
 QF0821'POST 6 INCHES SQUARE AND 2 FEET LONG MARKED WITH A DRILL HOLE IN ITS
 QF0821'TOP IS SET NEAR THE RIVER BANK S 69 DEGREES 59 MINUTES W, 171.74
 QF0821'METERS DISTANT FROM THE STATION.
 QF0821
 QF0821                          STATION RECOVERY (1946)
 QF0821
 QF0821'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF0821'GRANITE POST FOUND, MINUS THE TABLET, IN THE FENCE LINE NEARBY, AND
 QF0821'THE PINE TREE GONE.  AN AUXILIARY STATION PROBABLY NEEDED TO FIND
 QF0821'SUBSURFACE MARK AND RE-ESTABLISH THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0547 ***********************************************************************
 PE0547  DESIGNATION -  KELLEY RM 1
 PE0547  PID         -  PE0547
 PE0547  STATE/COUNTY-  ME/PENOBSCOT
 PE0547  USGS QUAD   -  OLD TOWN (1988)
 PE0547
 PE0547                         *CURRENT SURVEY CONTROL
 PE0547  ___________________________________________________________________
 PE0547* NAD 83(1986)-  44 53 01.     (N)    068 43 11.     (W)     SCALED    
 PE0547* NAVD 88     -       100.480  (meters)     329.66   (feet)  ADJUSTED  
 PE0547  ___________________________________________________________________
 PE0547  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 PE0547  DYNAMIC HT  -         100.478 (meters)     329.65  (feet)  COMP
 PE0547  MODELED GRAV-     980,591.2   (mgal)                       NAVD 88
 PE0547
 PE0547  VERT ORDER  -  SECOND    CLASS 0
 PE0547
 PE0547.The horizontal coordinates were scaled from a topographic map and have
 PE0547.an estimated accuracy of +/- 6 seconds.
 PE0547
 PE0547.The orthometric height was determined by differential leveling
 PE0547.and adjusted by the National Geodetic Survey in June 1991..
 PE0547
 PE0547.The geoid height was determined by GEOID03.
 PE0547
 PE0547.The dynamic height is computed by dividing the NAVD 88
 PE0547.geopotential number by the normal gravity value computed on the
 PE0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0547.degrees latitude (g = 980.6199 gals.).
 PE0547
 PE0547.The modeled gravity was interpolated from observed gravity values.
 PE0547
 PE0547;                    North         East    Units  Estimated Accuracy
 PE0547;SPC ME E     -   135,230.      282,640.      MT  (+/- 180 meters Scaled)
 PE0547
 PE0547                          SUPERSEDED SURVEY CONTROL
 PE0547
 PE0547  NGVD 29 (??/??/92)  100.689  (m)          330.34   (f) ADJ UNCH    2 0
 PE0547
 PE0547.Superseded values are not recommended for survey control.
 PE0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0547.See file dsdata.txt to determine how the superseded data were derived.
 PE0547
 PE0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK221700(NAD 83)
 PE0547_MARKER: DR = REFERENCE MARK DISK
 PE0547_SETTING: 66 = SET IN ROCK OUTCROP
 PE0547_SP_SET: ROCK CUT
 PE0547_STAMPING: KELLY NO 1 1958
 PE0547_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0547+STABILITY: POSITION/ELEVATION WELL
 PE0547
 PE0547  HISTORY     - Date     Condition        Report By
 PE0547  HISTORY     - 1958     MONUMENTED       CGS
 PE0547
 PE0547                          STATION DESCRIPTION
 PE0547
 PE0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0547'4.8 MI W FROM ORONO.
 PE0547'1.8 MILES NORTH ALONG STATE HIGHWAY 16 FROM THE POST OFFICE AT
 PE0547'ORONO, THENCE 2.35 MILES SOUTHWEST ALONG STILLWATER ROAD, THENCE
 PE0547'0.2 MILES NORTH ALONG A GRAVEL ROAD, THENCE WEST AND NORTH FOR
 PE0547'0.05 MILES PASSING AROUND THE SOUTH AND WEST SIDE OF FARM HOUSE,
 PE0547'THENCE 0.15 MILES NORTH ALONG TRAIL ROAD TO THE NORTH EDGE OF
 PE0547'FIELD, THENCE 0.2 MILES WEST ALONG WOODS ROAD TO THE TOP OF HILL,
 PE0547'SET IN THE TOP OF A 2-FOOT BY 2-FOOT ROCK FLUSH WITH THE GROUND,
 PE0547'74 FEET SOUTHWEST OF AN 8-INCH TRIANGULAR BLAZED MAPLE TREE, 76
 PE0547'FEET SOUTH-SOUTHWEST OF A 4-FOOT BY 4-FOOT ROCK AT THE HIGHEST
 PE0547'PART OF THE HILL, 53.8 FEET WEST OF TRIANGULATION STATION KELLY,
 PE0547'66 1/2 FEET SOUTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0548 ***********************************************************************
 PE0548  DESIGNATION -  KELLEY RM 2
 PE0548  PID         -  PE0548
 PE0548  STATE/COUNTY-  ME/PENOBSCOT
 PE0548  USGS QUAD   -  OLD TOWN (1988)
 PE0548
 PE0548                         *CURRENT SURVEY CONTROL
 PE0548  ___________________________________________________________________
 PE0548* NAD 83(1986)-  44 53 01.     (N)    068 43 11.     (W)     SCALED    
 PE0548* NAVD 88     -       100.950  (meters)     331.20   (feet)  ADJUSTED  
 PE0548  ___________________________________________________________________
 PE0548  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 PE0548  DYNAMIC HT  -         100.948 (meters)     331.19  (feet)  COMP
 PE0548  MODELED GRAV-     980,591.2   (mgal)                       NAVD 88
 PE0548
 PE0548  VERT ORDER  -  SECOND    CLASS 0
 PE0548
 PE0548.The horizontal coordinates were scaled from a topographic map and have
 PE0548.an estimated accuracy of +/- 6 seconds.
 PE0548
 PE0548.The orthometric height was determined by differential leveling
 PE0548.and adjusted by the National Geodetic Survey in June 1991..
 PE0548
 PE0548.The geoid height was determined by GEOID03.
 PE0548
 PE0548.The dynamic height is computed by dividing the NAVD 88
 PE0548.geopotential number by the normal gravity value computed on the
 PE0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0548.degrees latitude (g = 980.6199 gals.).
 PE0548
 PE0548.The modeled gravity was interpolated from observed gravity values.
 PE0548
 PE0548;                    North         East    Units  Estimated Accuracy
 PE0548;SPC ME E     -   135,230.      282,640.      MT  (+/- 180 meters Scaled)
 PE0548
 PE0548                          SUPERSEDED SURVEY CONTROL
 PE0548
 PE0548  NGVD 29 (??/??/92)  101.159  (m)          331.89   (f) ADJ UNCH    2 0
 PE0548
 PE0548.Superseded values are not recommended for survey control.
 PE0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0548.See file dsdata.txt to determine how the superseded data were derived.
 PE0548
 PE0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK221700(NAD 83)
 PE0548_MARKER: DR = REFERENCE MARK DISK
 PE0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0548_STAMPING: KELLY NO 2 1958
 PE0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0548+STABILITY: SURFACE MOTION
 PE0548
 PE0548  HISTORY     - Date     Condition        Report By
 PE0548  HISTORY     - 1958     MONUMENTED       CGS
 PE0548
 PE0548                          STATION DESCRIPTION
 PE0548
 PE0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0548'4.8 MI W FROM ORONO.
 PE0548'1.8 MILES NORTH ALONG STATE HIGHWAY 16 FROM THE POST OFFICE AT
 PE0548'ORONO, THENCE 2.35 MILES SOUTHWEST ALONG STILLWATER ROAD,
 PE0548'THENCE 0.2 MILES NORTH ALONG A GRAVEL ROAD, THENCE WEST AND
 PE0548'NORTH FOR 0.05 MILES PASSING AROUND THE SOUTH AND WEST SIDE
 PE0548'OF A FARM HOUSE, THENCE 0.15 MILES NORTH ALONG A TRAIL ROAD TO
 PE0548'THE NORTH EDGE OF FIELD, THENCE 0.2 MILES WEST ALONG WOODS
 PE0548'ROAD TO THE TOP OF HILL, 57 FEET NORTHWEST OF AN 8-INCH TRIANGULAR
 PE0548'BLAZED MAPLE TREE, 28 FEET NORTHWEST OF A 4-FOOT BY 4-FOOT ROCK
 PE0548'AT THE HIGHEST PART OF THE HILL, 59.3 FEET NORTH-NORTHWEST OF
 PE0548'TRIANGULATION STATION KELLY, 45.3 FEET NORTHWEST OF A METAL
 PE0548'WITNESS POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1102 ***********************************************************************
 PD1102  DESIGNATION -  KELLEY SCHOOL CUPOLA FLAGSTAFF
 PD1102  PID         -  PD1102
 PD1102  STATE/COUNTY-  ME/WASHINGTON
 PD1102  USGS QUAD   -  JONESPORT (1977)
 PD1102
 PD1102                         *CURRENT SURVEY CONTROL
 PD1102  ___________________________________________________________________
 PD1102* NAD 83(1996)-  44 31 56.01990(N)    067 34 46.31051(W)     ADJUSTED  
 PD1102* NAVD 88     -                                                        
 PD1102  ___________________________________________________________________
 PD1102  LAPLACE CORR-           3.50  (seconds)                    DEFLEC99
 PD1102  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 PD1102
 PD1102  HORZ ORDER  -  THIRD
 PD1102
 PD1102.The horizontal coordinates were established by classical geodetic methods
 PD1102.and adjusted by the National Geodetic Survey in March 1998..
 PD1102
 PD1102
 PD1102.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1102
 PD1102.The geoid height was determined by GEOID03.
 PD1102
 PD1102;                    North         East     Units Scale Factor Converg.
 PD1102;SPC ME E     -    96,578.633   373,156.924   MT  0.99996580   +0 38 44.0
 PD1102;UTM  19      - 4,931,970.226   612,862.098   MT  0.99975664   +0 59 46.7
 PD1102
 PD1102                          SUPERSEDED SURVEY CONTROL
 PD1102
 PD1102  NAD 83(1992)-  44 31 56.01560(N)    067 34 46.30950(W) AD(       ) 4
 PD1102  NAD 83(1986)-  44 31 56.01145(N)    067 34 46.31253(W) AD(       ) 4
 PD1102  NAD 27      -  44 31 55.73000(N)    067 34 48.34000(W) AD(       ) 3
 PD1102
 PD1102.Superseded values are not recommended for survey control.
 PD1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1102.See file dsdata.txt to determine how the superseded data were derived.
 PD1102
 PD1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK1286231970(NAD 83)
 PD1102
 PD1102  HISTORY     - Date     Condition        Report By
 PD1102  HISTORY     - 1913     MONUMENTED       CGS
 PD1102  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PD1102  HISTORY     - 1945     SEE DESCRIPTION  CGS
 PD1102
 PD1102                          STATION DESCRIPTION
 PD1102
 PD1102'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (OBF)
 PD1102'THE FLAGSTAFF ON THE TOP OF THE CUPOLA ON THE N END OF THE
 PD1102'LARGE SCHOOL BUILDING MIDWAY BETWEEN JONESPORT AND KELLEYS
 PD1102'POINT, ON THE N SIDE OF MOOSE-A-BEC REACH, ON THE S SIDE OF THE
 PD1102'SHORE ROAD, AND VERY PROMINENT FROM THE WATER.
 PD1102
 PD1102                          STATION RECOVERY (1934)
 PD1102
 PD1102'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PD1102'THERE IS NOW ON FLAGSTAFF ON THE CUPOLA, HOWEVER, THE FLAGSTAFF
 PD1102'WAS PROBABLY SITUATED NEAR THE CENTER OF THE CUPOLA WHICH IS
 PD1102'STILL IN EXISTENCE IN GOOD CONDITION.  THIS IS AN INTERSECTION
 PD1102'STATION.
 PD1102
 PD1102                          STATION RECOVERY (1945)
 PD1102
 PD1102'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (FLP)
 PD1102'STATION RECOVERED AS DESCRIBED IN 1934 RECOVERY.  THE SCHOOL IS
 PD1102'NOW ABANDONED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0578 ***********************************************************************
 OB0578  DESIGNATION -  KELLOGG
 OB0578  PID         -  OB0578
 OB0578  STATE/COUNTY-  ME/CUMBERLAND
 OB0578  USGS QUAD   -  ORRS ISLAND (1997)
 OB0578
 OB0578                         *CURRENT SURVEY CONTROL
 OB0578  ___________________________________________________________________
 OB0578* NAD 83(1996)-  43 49 52.19665(N)    069 58 12.74051(W)     ADJUSTED  
 OB0578* NAVD 88     -        46.     (meters)     151.     (feet)  SCALED    
 OB0578  ___________________________________________________________________
 OB0578  LAPLACE CORR-           3.06  (seconds)                    DEFLEC99
 OB0578  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 OB0578
 OB0578  HORZ ORDER  -  THIRD
 OB0578
 OB0578.The horizontal coordinates were established by classical geodetic methods
 OB0578.and adjusted by the National Geodetic Survey in March 1998..
 OB0578
 OB0578.The orthometric height was scaled from a topographic map.
 OB0578
 OB0578.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0578
 OB0578.The geoid height was determined by GEOID03.
 OB0578
 OB0578;                    North         East     Units Scale Factor Converg.
 OB0578;SPC ME W     -   110,873.462   915,801.476   MT  0.99996974   +0 08 09.8
 OB0578;UTM  19      - 4,853,578.475   421,994.225   MT  0.99967484   -0 40 19.0
 OB0578
 OB0578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0578!SPC ME W     -   0.99999688  x   0.99996974  =   0.99996662
 OB0578!UTM  19      -   0.99999688  x   0.99967484  =   0.99967172
 OB0578
 OB0578:                Primary Azimuth Mark                     Grid Az
 OB0578:SPC ME W     -  BRUNSWICK CHURCH BLACK SPIRE             000 28 18.0
 OB0578:UTM  19      -  BRUNSWICK CHURCH BLACK SPIRE             001 16 46.8
 OB0578
 OB0578|---------------------------------------------------------------------|
 OB0578| PID    Reference Object                     Distance      Geod. Az  |
 OB0578|                                                           dddmmss.s |
 OB0578| OB0596 BRUNSWICK CHURCH BLACK SPIRE        APPROX. 9.2 KM 0003627.8 |
 OB0578| OB0598 BOWDOIN COLL CHAPEL S TURRET        APPROX. 8.6 KM 0042102.2 |
 OB0578| OB0599 BRUNSWICK BOWDOIN COLL CHAPEL       APPROX. 8.6 KM 0042202.0 |
 OB0578| CE8269 KELLOGG RM 2                          6.160 METERS 01656     |
 OB0578| OB0573 HARPSWELL SKOLFIELDS BARN CUP       APPROX. 2.9 KM 0331413.6 |
 OB0578| OB0575 HARPSWELL MERRUCOONEGAN CUPOLA      APPROX. 3.1 KM 0332611.0 |
 OB0578| OB0501 WEST BATH STANDPIPE                 APPROX.13.8 KM 0471318.8 |
 OB0578| CE8268 KELLOGG RM                            1.565 METERS 10428     |
 OB0578| OB0572 HARRIS                              APPROX. 3.5 KM 1301250.4 |
 OB0578| OB0579 HARPSWELL T RANDALLS BARN CUP       APPROX. 0.7 KM 1760853.0 |
 OB0578| OC1453 HARPSWELL BAPTIST CHURCH SPIRE      APPROX. 8.0 KM 2045205.4 |
 OB0578| OC1446 MARE POINT FLAGPOLE                 APPROX. 4.6 KM 2593233.4 |
 OB0578|---------------------------------------------------------------------|
 OB0578
 OB0578                          SUPERSEDED SURVEY CONTROL
 OB0578
 OB0578  NAD 83(1992)-  43 49 52.19495(N)    069 58 12.74007(W) AD(       ) 3
 OB0578  NAD 83(1986)-  43 49 52.20069(N)    069 58 12.74533(W) AD(       ) 3
 OB0578  NAD 27      -  43 49 51.90700(N)    069 58 14.57200(W) AD(       ) 3
 OB0578
 OB0578.Superseded values are not recommended for survey control.
 OB0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0578.See file dsdata.txt to determine how the superseded data were derived.
 OB0578
 OB0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ2199453578(NAD 83)
 OB0578
 OB0578  HISTORY     - Date     Condition        Report By
 OB0578  HISTORY     - 1852     MONUMENTED       CGS
 OB0578  HISTORY     - 1911     SEE DESCRIPTION  CGS
 OB0578  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OB0578  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0578
 OB0578                          STATION DESCRIPTION
 OB0578
 OB0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1911
 OB0578'STATION IS ON A HIGH HILL ON THE W SHORE OF HARPSWELL NECK,
 OB0578'CASCO BAY (MIDDLE BAY) A SHORT DISTANCE ABOVE WILSONS COVE.  THE
 OB0578'STATION IS 15 FEET WESTERLY FROM AND 3 FEET LOWER THAN THE
 OB0578'HIGHEST POINT OF THE HILL AND ON LAND NOW OWNED BY MR. ALEXANDER,
 OB0578'WHO LIVES 1/4 MILE TO THE EASTWARD.  IT IS MARKED BY A DRILL
 OB0578'HOLE IN THE ROCK 8 INCHES BELOW THE SURFACE AND WITHIN AN IRON
 OB0578'CYLINDER 6 INCHES LONG AND 6 INCHES IN DIAMETER, WHICH IN 1903
 OB0578'WAS SURROUNDED BY CEMENT AND COVERED BY A LAYER OF EARTH AND A
 OB0578'PILE OF STONES.  A STANDARD DISK REFERENCE MARK IS SET IN A
 OB0578'BARE LEDGE 1.58 METERS ESE FROM THE STATION.
 OB0578
 OB0578                          STATION RECOVERY (1933)
 OB0578
 OB0578'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OB0578'STATION IS ON THE HIGH KNOLL ON THE W SIDE OF HARPSWELL NECK,
 OB0578'ABOUT 1 MILE N OF WILSON COVE, ON LAND OWNED BY A MR.
 OB0578'ALEXANDER.  THE STATION MARK IS A DRILL HOLE IN THE ROCK, 8
 OB0578'INCHES BELOW THE SURFACE AND AROUND IT IS A 6-INCH IRON PIPE
 OB0578'WHICH COMES UP FLUSH WITH THE SURFACE.  IT IS 3 METERS W OF THE
 OB0578'HIGHEST POINT OF THE HILL, 4 METERS E OF THE ABRUPT BREAK IN THE
 OB0578'W SIDE OF THE HILL, 29.5 METERS N OF A ROCK WALL RUNNING E AND
 OB0578'W, 32.0 METERS W OF A ROCK WALL RUNNING N AND S AND ABOUT 150
 OB0578'METERS N OF W OF MR. ALEXANDERS HOUSE.
 OB0578'
 OB0578'REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL HOLES
 OB0578'IN OUTCROPPING BEDROCK.
 OB0578'
 OB0578'REFERENCE MARK NO. 1 IS E OF THE STATION AND 1 METER W OF THE
 OB0578'HIGHEST POINT OF THE HILL.
 OB0578'
 OB0578'REFERENCE MARK NO. 2 IS N OF THE STATION, ON THE N BROW OF THE
 OB0578'HILL AND 1 METER E OF THE ABRUPT BREAK ON THE W SIDE OF HILL.
 OB0578'
 OB0578'SEVERAL BOLTS WERE SET IN THE ROCK AS ANCHORS FOR TRIPOD AND
 OB0578'TOWER.
 OB0578
 OB0578                          STATION RECOVERY (1942)
 OB0578
 OB0578'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OB0578'RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1357 ***********************************************************************
 QG1357  DESIGNATION -  KELLY
 QG1357  PID         -  QG1357
 QG1357  STATE/COUNTY-  ME/SOMERSET
 QG1357  USGS QUAD   -  KINGSBURY (1989)
 QG1357
 QG1357                         *CURRENT SURVEY CONTROL
 QG1357  ___________________________________________________________________
 QG1357* NAD 83(1996)-  45 03 23.72539(N)    069 44 07.39926(W)     ADJUSTED  
 QG1357* NAVD 88     -       505.7    (meters)    1659.     (feet)  VERTCON   
 QG1357  ___________________________________________________________________
 QG1357  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 QG1357  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 QG1357
 QG1357  HORZ ORDER  -  FIRST
 QG1357
 QG1357.The horizontal coordinates were established by classical geodetic methods
 QG1357.and adjusted by the National Geodetic Survey in March 1998..
 QG1357
 QG1357.The NAVD 88 height was computed by applying the VERTCON shift value to
 QG1357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QG1357
 QG1357.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1357
 QG1357.The geoid height was determined by GEOID03.
 QG1357
 QG1357;                    North         East     Units Scale Factor Converg.
 QG1357;SPC ME W     -   247,110.961   933,970.281   MT  0.99998085   +0 18 18.9
 QG1357;SPC ME E     -   155,174.446   202,699.178   MT  1.00001638   -0 52 28.1
 QG1357;UTM  19      - 4,989,499.926   442,097.206   MT  0.99964122   -0 31 13.9
 QG1357
 QG1357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1357!SPC ME W     -   0.99992469  x   0.99998085  =   0.99990555
 QG1357!SPC ME E     -   0.99992469  x   1.00001638  =   0.99994107
 QG1357!UTM  19      -   0.99992469  x   0.99964122  =   0.99956594
 QG1357
 QG1357:                Primary Azimuth Mark                     Grid Az
 QG1357:SPC ME W     -  SANGER                                   068 56 37.4
 QG1357:SPC ME E     -  SANGER                                   070 07 24.4
 QG1357:UTM  19      -  SANGER                                   069 46 10.2
 QG1357
 QG1357|---------------------------------------------------------------------|
 QG1357| PID    Reference Object                     Distance      Geod. Az  |
 QG1357|                                                           dddmmss.s |
 QG1357| QG0999 SANGER                              APPROX.33.4 KM 0691456.3 |
 QG1357| DA5114 KELLY RM 1                           10.414 METERS 14839     |
 QG1357| DA5115 KELLY RM 2                           10.119 METERS 24618     |
 QG1357|---------------------------------------------------------------------|
 QG1357
 QG1357                          SUPERSEDED SURVEY CONTROL
 QG1357
 QG1357  NAD 83(1992)-  45 03 23.72391(N)    069 44 07.39511(W) AD(       ) 1
 QG1357  NAD 83(1986)-  45 03 23.72712(N)    069 44 07.40173(W) AD(       ) 1
 QG1357  NAD 27      -  45 03 23.52500(N)    069 44 09.20700(W) AD(       ) 1
 QG1357  NGVD 29 (07/19/86)  505.9    (m)         1660.     (f) VERT ANG       
 QG1357
 QG1357.Superseded values are not recommended for survey control.
 QG1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1357.See file dsdata.txt to determine how the superseded data were derived.
 QG1357
 QG1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK4209789500(NAD 83)
 QG1357_MARKER: DS = TRIANGULATION STATION DISK
 QG1357_SETTING: 66 = SET IN ROCK OUTCROP
 QG1357
 QG1357  HISTORY     - Date     Condition        Report By
 QG1357  HISTORY     - 1928     MONUMENTED       CGS
 QG1357  HISTORY     - 1935     GOOD             CGS
 QG1357  HISTORY     - 1941     GOOD             CGS
 QG1357  HISTORY     - 1975     GOOD             NGS
 QG1357
 QG1357                          STATION DESCRIPTION
 QG1357
 QG1357'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (CAS)
 QG1357'STATION IS ON THE HIGHEST PART OF KELLY MOUNTAIN, 3 MILES NW OF THE
 QG1357'VILLAGE OF BRIGHTON.  TO REACH TAKE LOOKOUT TRAIL WHICH LEAVES
 QG1357'BRIGHTON AT THE POST OFFICE AND GENERAL STORE OF THE S.D. WARREN
 QG1357'CO. AND FOLLOW TO TOP OF THE MOUNTAIN.  THE TRAIL IS WELL MARKED
 QG1357'WITH SIGNS TO FOREST LOOKOUT AND IS ALSO WELL WORN.  THE STATION
 QG1357'MARK IS UNDER THE LOOKOUT TOWER, WHICH STANDS ABOUT 50 FEET
 QG1357'HIGH.  THE MARK IS ABOUT 15 INCHES BELOW THE SURFACE OF THE
 QG1357'GROUND.  THE STATION IS ALSO MARKED WITH 2 STANDARD REFERENCE
 QG1357'MARKS.
 QG1357'
 QG1357'REFERENCE MARK NO.2 IS ABOUT 3 FEET LOWER THAN THE STATION MARK.
 QG1357'
 QG1357'ALL MARKS ARE CEMENTED IN DRILL HOLES IN ROCK OUTCROP.
 QG1357'
 QG1357'THE TOP OF MOUNT KELLY IS WOODED.  SOME CLEARING WAS DONE ON
 QG1357'TOP TO CLEAR THE LINES TO MT. HARRIS AND BIGELOW.  WITH A SMALL
 QG1357'AMOUNT OF CLEARING THE MOUNTAINS TO THE N AND W COULD BE SEEN
 QG1357'FROM THE GROUND.
 QG1357'
 QG1357'HEIGHT OF LIGHT ABOVE STATION MARK 8.07 METERS.
 QG1357
 QG1357                          STATION RECOVERY (1935)
 QG1357
 QG1357'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (AWA)
 QG1357'STATION RECOVERED AS DESCRIBED.
 QG1357
 QG1357                          STATION RECOVERY (1941)
 QG1357
 QG1357'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (PLB)
 QG1357'STATION RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD
 QG1357'CONDITION.  DESCRIPTION ADEQUATE AND COMPLETE.  THE MARKS ARE
 QG1357'STAMPED KELLY.  THE SIGNS ALONG THE TRAIL ARE ALSO MARKED
 QG1357'KELLY.  THESE SIGNS WERE PROBABLY PUT UP BY THE FOREST SERVICE.
 QG1357'
 QG1357'THE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS WERE
 QG1357'RE-MEASURED AND FAILED TO CHECK THE 1928 MEASUREMENTS.  THIS WAS
 QG1357'NOTICED WHILE ON THE STATION AND THE FOLLOWING MEASUREMENTS ARE
 QG1357'CORRECT.
 QG1357'
 QG1357'OBSERVATIONS WERE MADE FROM A 30-FOOT TRIPOD AND SOME CLEARING
 QG1357'WAS NECESSARY.  ABOUT A 1 1/2-HOUR PACK.
 QG1357
 QG1357                          STATION RECOVERY (1975)
 QG1357
 QG1357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 QG1357'THE STATION IS LOCATED IN THE TOWN OF BRIGHTON, ON THE HIGHEST
 QG1357'POINT OF KELLY MOUNTAIN, ABOUT 2 MILES NORTHWEST OF BRIGHTON,
 QG1357'2 MILES EAST OF BINGHAM AND 3-1/2 MILES SOUTH OF BALD MOUNTAIN.
 QG1357'
 QG1357'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 6, 15
 QG1357'AND 16 IN ABBOT VILLAGE, GO WESTERLY ON STATE ROUTE 16 FOR 3.85
 QG1357'MILES TO A CONCRETE BRIDGE, CONTINUE WESTERLY FOR 8.65 MILES TO
 QG1357'THE MAYFIELD/KINGSBURY TOWN LINE, CONTINUE ON ROUTE 16 FOR 1.85
 QG1357'MILES TO THE JUNCTION OF STATE ROUTES 16 AND 151.  TURN LEFT,
 QG1357'AND PROCEED SOUTHERLY ON STATE ROUTE 151 FOR 0.80 MILE TO THE
 QG1357'MAYFIELD/BRIGHTON TOWN LINE, CONTINUE ON ROUTE 151 FOR 0.80 TO
 QG1357'A TRACK ROAD AND A LOCKED GATE ON THE RIGHT.  TURN RIGHT AND
 QG1357'PROCEED WESTERLY ON THE TRACK ROAD FOR 1.95 MILES TO A
 QG1357'(LOOKOUT TOWER) SIGN ON THE RIGHT.  LEAVE VEHICLE, AND FOLLOW
 QG1357'THE TRAIL AND THE TELEPHONE LINE UPHILL TO THE STATION
 QG1357'BENEATH THE LOOKOUT TOWER.
 QG1357'
 QG1357'THE STATION MARK IS A STANDARD DISK STAMPED KELLY 1928, CEMENTED
 QG1357'IN A CRACK IN OUTCROPPING BEDROCK ABOUT 10-INCHES BELOW THE
 QG1357'SURFACE OF THE GROUND.  IT IS 38.4 FEET WEST OF A 20-INCH SPRUCE
 QG1357'AND 27.4 FEET NORTHEAST OF A 12-INCH SPRUCE.
 QG1357'
 QG1357'REFERENCE MARK 1 IS A STANDARD DISK STAMPED NO 1 KELLY 1928,
 QG1357'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT PROJECTS
 QG1357'FLUSH AND IS 53.0 FEET SOUTHWEST OF A 20-INCH SPRUCE AND 26.9
 QG1357'FEET SOUTHEAST OF A 12-INCH SPRUCE.
 QG1357'
 QG1357'REFERENCE MARK 2 IS A STANDARD DISK STAMPED NO 2 KELLY 1928,
 QG1357'CEMENTED IN A DRILL HOLE IN OUTCROPING BEDROCK.  IT PROJECTS FLUSH
 QG1357'AND IS 24.2 FEET NORTHWEST OF A 12-INCH SPRUCE AND 7.6 FEET
 QG1357'NORTHEAST OF A 10-INCH OAK.
 QG1357'
 QG1357'THIS STATION WAS USED FOR CHECK ANGLE PURPOSES ONLY, AND VISITED
 QG1357'ONLY BY LIGHTKEEPERS AND MIRRORTENDERS.
 QG1357'
 QG1357'HEIGHT OF LIGHT ABOVE STATION MARK 49 FEET.
 QG1357'
 QG1357'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QG1357'2 MILES NW OF BRIGHTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1120 ***********************************************************************
 PD1120  DESIGNATION -  KELLY RESET
 PD1120  PID         -  PD1120
 PD1120  STATE/COUNTY-  ME/WASHINGTON
 PD1120  USGS QUAD   -  ADDISON (1975)
 PD1120
 PD1120                         *CURRENT SURVEY CONTROL
 PD1120  ___________________________________________________________________
 PD1120* NAD 83(1996)-  44 33 41.18962(N)    067 38 08.32517(W)     ADJUSTED  
 PD1120* NAVD 88     -        30.     (meters)      98.     (feet)  SCALED    
 PD1120  ___________________________________________________________________
 PD1120  LAPLACE CORR-           3.15  (seconds)                    DEFLEC99
 PD1120  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 PD1120
 PD1120  HORZ ORDER  -  SECOND
 PD1120
 PD1120.The horizontal coordinates were established by classical geodetic methods
 PD1120.and adjusted by the National Geodetic Survey in March 1998..
 PD1120
 PD1120.The orthometric height was scaled from a topographic map.
 PD1120
 PD1120.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1120
 PD1120.The geoid height was determined by GEOID03.
 PD1120
 PD1120;                    North         East     Units Scale Factor Converg.
 PD1120;SPC ME E     -    99,775.918   368,662.649   MT  0.99995796   +0 36 23.5
 PD1120;UTM  19      - 4,935,139.263   608,349.286   MT  0.99974437   +0 57 26.7
 PD1120
 PD1120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD1120!SPC ME E     -   0.99999895  x   0.99995796  =   0.99995691
 PD1120!UTM  19      -   0.99999895  x   0.99974437  =   0.99974332
 PD1120
 PD1120|---------------------------------------------------------------------|
 PD1120| PID    Reference Object                     Distance      Geod. Az  |
 PD1120|                                                           dddmmss.s |
 PD1120| CE8057 KELLY RM 1                           10.741 METERS 15947     |
 PD1120| PD1050 NASH ISLAND LIGHTHOUSE NEW          APPROX.14.0 KM 2192802.1 |
 PD1120| PD1136 WHITE 2                             APPROX. 8.9 KM 2595301.8 |
 PD1120| CE8058 KELLY RM 2                           10.760 METERS 27433     |
 PD1120|---------------------------------------------------------------------|
 PD1120
 PD1120                          SUPERSEDED SURVEY CONTROL
 PD1120
 PD1120  NAD 83(1992)-  44 33 41.18566(N)    067 38 08.32419(W) AD(       ) 2
 PD1120  NAD 83(1986)-  44 33 41.18167(N)    067 38 08.32724(W) AD(       ) 2
 PD1120  NAD 27      -  44 33 40.90000(N)    067 38 10.35100(W) AD(       ) 2
 PD1120
 PD1120.Superseded values are not recommended for survey control.
 PD1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1120.See file dsdata.txt to determine how the superseded data were derived.
 PD1120
 PD1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK0834935139(NAD 83)
 PD1120
 PD1120  HISTORY     - Date     Condition        Report By
 PD1120  HISTORY     - 1934     MONUMENTED       CGS
 PD1120  HISTORY     - 1913     SEE DESCRIPTION  CGS
 PD1120  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PD1120  HISTORY     - 1945     SEE DESCRIPTION  CGS
 PD1120
 PD1120                          STATION DESCRIPTION
 PD1120
 PD1120'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 PD1120'STATION IS ON THE TOP OF A BARE ROCKY KNOLL ABOUT A MILE S OF INDIAN
 PD1120'RIVER VILLAGE AND ABOUT 200 METERS E OF INDIAN RIVER.  THE
 PD1120'STATION IS ABOUT 100 METERS W OF THE JONESPORT ROAD.  A DENSE
 PD1120'GROWTH OF TIMBER OBSTRUCTS THE VIEW TO THE E AND S.  THE STATION
 PD1120'IS MARKED BY A DRILL HOLE SURROUNDED BY A TRIANGLE CUT IN THE
 PD1120'ROCK.
 PD1120
 PD1120                          STATION RECOVERY (1934)
 PD1120
 PD1120'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PD1120'STATION IS ON THE E SIDE OF INDIAN RIVER, ON A SMALL WOODED KNOLL
 PD1120'ABOUT 1 MILE S OF INDIAN RIVER VILLAGE AND ABOUT 150 METERS W OF
 PD1120'THE ROAD TO JONESPORT.  IT IS ON THE SUMMIT OF THIS KNOLL, ON
 PD1120'BARE LEDGE, SURROUNDED BY TREES.
 PD1120'
 PD1120'THE STATION WAS RE-MARKED BY A STANDARD DISK WEDGED IN A DRILL
 PD1120'HOLE IN OUTCROPPING BEDROCK.
 PD1120'
 PD1120'BOTH REFERENCE MARKS ARE STANDARD DISKS WEDGED IN DRILL HOLES IN
 PD1120'OUTCROPPING BEDROCK AND ARE ON THE SURROUNDING LEDGES.
 PD1120'
 PD1120'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 1 AND THE WESTERN END
 PD1120'OF HIGHWAY 187, GO S ON HIGHWAY 187 ABOUT 7.8 MILES TO TELEPHONE
 PD1120'POLE NO. 19-256 AND WALK SW THROUGH BLUEBERRY FIELD TO THE SUMMIT
 PD1120'OF THE HILL.
 PD1120'
 PD1120'A 40-FOOT TOWER WAS ERECTED.
 PD1120
 PD1120                          STATION RECOVERY (1945)
 PD1120
 PD1120'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (FLP)
 PD1120'STATION AND RMS RECOVERED IN GOOD CONDITION.  DESCRIPTION IS
 PD1120'ADEQUATE.  TOWER IS NO LONGER STANDING.  DISTANCES TO RMS WERE
 PD1120'MEASURED AND CHECKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0636 ***********************************************************************
 PD0636  DESIGNATION -  KEN
 PD0636  PID         -  PD0636
 PD0636  STATE/COUNTY-  ME/WASHINGTON
 PD0636  USGS QUAD   -  EASTPORT (1977)
 PD0636
 PD0636                         *CURRENT SURVEY CONTROL
 PD0636  ___________________________________________________________________
 PD0636* NAD 83(1996)-  44 56 07.80638(N)    067 00 38.79586(W)     ADJUSTED  
 PD0636* NAVD 88     -         3.5    (meters)      11.     (feet)  VERTCON   
 PD0636  ___________________________________________________________________
 PD0636  LAPLACE CORR-           2.75  (seconds)                    DEFLEC99
 PD0636  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 PD0636
 PD0636  HORZ ORDER  -  THIRD
 PD0636
 PD0636.The horizontal coordinates were established by classical geodetic methods
 PD0636.and adjusted by the National Geodetic Survey in March 1998..
 PD0636
 PD0636.The NAVD 88 height was computed by applying the VERTCON shift value to
 PD0636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PD0636
 PD0636.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0636
 PD0636.The geoid height was determined by GEOID03.
 PD0636
 PD0636;                    North         East     Units Scale Factor Converg.
 PD0636;SPC ME E     -   142,055.522   417,540.507   MT  1.00006983   +1 03 07.1
 PD0636;UTM  19      - 4,977,710.349   656,957.145   MT  0.99990294   +1 24 19.1
 PD0636
 PD0636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0636!SPC ME E     -   1.00000299  x   1.00006983  =   1.00007282
 PD0636!UTM  19      -   1.00000299  x   0.99990294  =   0.99990593
 PD0636
 PD0636                          SUPERSEDED SURVEY CONTROL
 PD0636
 PD0636  NAD 83(1992)-  44 56 07.79619(N)    067 00 38.79712(W) AD(       ) 3
 PD0636  NAD 83(1986)-  44 56 07.79449(N)    067 00 38.79527(W) AD(       ) 3
 PD0636  NGVD 29 (09/20/87)    3.7    (m)           12.     (f) VERT ANG       
 PD0636
 PD0636.Superseded values are not recommended for survey control.
 PD0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0636.See file dsdata.txt to determine how the superseded data were derived.
 PD0636
 PD0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5695777710(NAD 83)
 PD0636_MARKER: DD = SURVEY DISK
 PD0636_SETTING: 66 = SET IN ROCK OUTCROP
 PD0636_SP_SET: SET IN A ROCK LEDGE
 PD0636_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0636_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0636+STABILITY: POSITION/ELEVATION WELL
 PD0636
 PD0636  HISTORY     - Date     Condition        Report By
 PD0636  HISTORY     - 1986     MONUMENTED       NOS
 PD0636
 PD0636                          STATION DESCRIPTION
 PD0636
 PD0636'DESCRIBED BY NATIONAL OCEAN SERVICE 1986 (WVH)
 PD0636'THE STATION IS LOCATED ON THE EASTERN MOST POINT OF KENDALL
 PD0636'HEAD, MOOSE ISLAND
 PD0636'
 PD0636'TO REACH MAKE A LANDING ON THE NORTHEAST END OF KENDALL HEAD.
 PD0636'THE STATION IS AT THE BOTTOM OF A BLUFF.
 PD0636'
 PD0636'THE STATION IS A NOS BRONZE DISK STAMPED---8519202---,CEMENTED
 PD0636'IN A DRILL HOLE IN A BARE ROCK.
 PD0636'IT IS LOCATED,
 PD0636'2.4 METERS EAST FROM THE TREE LINE
 PD0636'3.5 METERS ABOVE THE HIGH WATER LINE.
 PD0636'
 PD0636'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 PD0636'DESCRIBED BY J.G. FREDERICK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0834 ***********************************************************************
 PD0834  DESIGNATION -  KENDALL 2 KENDALL HEAD 1893
 PD0834  PID         -  PD0834
 PD0834  STATE/COUNTY-  ME/WASHINGTON
 PD0834  USGS QUAD   -  EASTPORT (1977)
 PD0834
 PD0834                         *CURRENT SURVEY CONTROL
 PD0834  ___________________________________________________________________
 PD0834* NAD 83(1996)-  44 55 57.80943(N)    067 00 54.39246(W)     ADJUSTED  
 PD0834* NAVD 88     -        64.     (meters)     210.     (feet)  SCALED    
 PD0834  ___________________________________________________________________
 PD0834  LAPLACE CORR-           2.78  (seconds)                    DEFLEC99
 PD0834  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 PD0834
 PD0834  HORZ ORDER  -  THIRD
 PD0834
 PD0834.The horizontal coordinates were established by classical geodetic methods
 PD0834.and adjusted by the National Geodetic Survey in March 1998..
 PD0834
 PD0834.The orthometric height was scaled from a topographic map.
 PD0834
 PD0834.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0834
 PD0834.The geoid height was determined by GEOID03.
 PD0834
 PD0834;                    North         East     Units Scale Factor Converg.
 PD0834;SPC ME E     -   141,740.681   417,204.213   MT  1.00006886   +1 02 55.9
 PD0834;UTM  19      - 4,977,393.493   656,622.854   MT  0.99990165   +1 24 07.8
 PD0834
 PD0834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0834!SPC ME E     -   0.99999353  x   1.00006886  =   1.00006239
 PD0834!UTM  19      -   0.99999353  x   0.99990165  =   0.99989518
 PD0834
 PD0834:                Primary Azimuth Mark                     Grid Az
 PD0834:SPC ME E     -  TROTT 1887                               299 54 30.5
 PD0834:UTM  19      -  TROTT 1887                               299 33 18.6
 PD0834
 PD0834|---------------------------------------------------------------------|
 PD0834| PID    Reference Object                     Distance      Geod. Az  |
 PD0834|                                                           dddmmss.s |
 PD0834| PD0837 TROTT 1887                          APPROX. 4.1 KM 3005726.4 |
 PD0834| PD0852 CARLOW ISLAND CHIMNEY               APPROX. 2.0 KM 3041742.3 |
 PD0834|---------------------------------------------------------------------|
 PD0834
 PD0834                          SUPERSEDED SURVEY CONTROL
 PD0834
 PD0834  NAD 83(1992)-  44 55 57.79877(N)    067 00 54.39336(W) AD(       ) 3
 PD0834  NAD 83(1986)-  44 55 57.79661(N)    067 00 54.39483(W) AD(       ) 3
 PD0834  NAD 27      -  44 55 57.50600(N)    067 00 56.46400(W) AD(       ) 3
 PD0834
 PD0834.Superseded values are not recommended for survey control.
 PD0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0834.See file dsdata.txt to determine how the superseded data were derived.
 PD0834
 PD0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5662377393(NAD 83)
 PD0834_MARKER: B = BOLT
 PD0834_SETTING: 66 = SET IN ROCK OUTCROP
 PD0834_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 PD0834_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0834+STABILITY: POSITION/ELEVATION WELL
 PD0834
 PD0834  HISTORY     - Date     Condition        Report By
 PD0834  HISTORY     - 1893     MONUMENTED       CGS
 PD0834  HISTORY     - 1946     GOOD             CGS
 PD0834  HISTORY     - 1946     GOOD             CGS
 PD0834
 PD0834                          STATION DESCRIPTION
 PD0834
 PD0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (NWS)
 PD0834'STATION IS ON THE SOUTHERN EDGE OF THE HIGHEST LEDGE ON KENDALL
 PD0834'HEAD, MOOSE ISLAND, IN PASSAMAQUODDY BAY.  THIS HIGH LEDGE IS OF
 PD0834'CONSIDERABLE SIZE AND IS BARE, SURROUNDED BY TIMBER EXCEPT
 PD0834'SOUTHERLY.  SUMMIT CAN BE REACHED BY A GOOD ROAD, TURNING RIGHT
 PD0834'OFF THE MAIN ROAD WHERE IT SWINGS LEFT TO GO AROUND THE HILL,
 PD0834'THEN SWINGING SHARPLY RIGHT AT THE TOP OF THE GRADE.  STATION
 PD0834'ALSO KNOWN AS KENDALL HEAD.
 PD0834'
 PD0834'STATION MARK IS A CROSS CUT ON THE HEAD OF A BOLT LEADED IN
 PD0834'A DRILL HOLE IN ROCK LEDGE IN THE BOTTOM OF A HOLE 18 INCHES DEEP,
 PD0834'AND ABOUT A FOOT IN DIAMETER, LEFT BY REMOVAL OF THE OLD SURFACE
 PD0834'MARK.  A 3-INCH U.S.C. AND G.S. BRONZE REFERENCE DISK IS SET
 PD0834'ABOUT 30 FEET ENE IN 4-INCH PIPE ON SUMMIT OF LEDGE, WITH ARROW
 PD0834'POINTING TO STATION.  A DRILL HOLE IS 9.35 FEET S IN A LEDGE 8
 PD0834'FEET IN DIAMETER BY 2 FEET HIGH.
 PD0834
 PD0834                          STATION RECOVERY (1946)
 PD0834
 PD0834'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (NWS)
 PD0834'THIS STATION IS IDENTICAL WITH STATION KENDALL 2, 1893.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0832 ***********************************************************************
 PD0832  DESIGNATION -  KENDALL HEAD REF MARK IBC 1919
 PD0832  PID         -  PD0832
 PD0832  STATE/COUNTY-  ME/WASHINGTON
 PD0832  USGS QUAD   -  EASTPORT (1977)
 PD0832
 PD0832                         *CURRENT SURVEY CONTROL
 PD0832  ___________________________________________________________________
 PD0832* NAD 83(1996)-  44 56 07.56031(N)    067 00 37.82447(W)     ADJUSTED  
 PD0832* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 PD0832  ___________________________________________________________________
 PD0832  LAPLACE CORR-           2.75  (seconds)                    DEFLEC99
 PD0832  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 PD0832
 PD0832  HORZ ORDER  -  THIRD
 PD0832
 PD0832.The horizontal coordinates were established by classical geodetic methods
 PD0832.and adjusted by the National Geodetic Survey in March 1998..
 PD0832
 PD0832.The orthometric height was scaled from a topographic map.
 PD0832
 PD0832.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0832
 PD0832.The geoid height was determined by GEOID03.
 PD0832
 PD0832;                    North         East     Units Scale Factor Converg.
 PD0832;SPC ME E     -   142,048.318   417,561.944   MT  1.00006990   +1 03 07.8
 PD0832;UTM  19      - 4,977,703.278   656,978.622   MT  0.99990302   +1 24 19.7
 PD0832
 PD0832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0832!SPC ME E     -   1.00000341  x   1.00006990  =   1.00007331
 PD0832!UTM  19      -   1.00000341  x   0.99990302  =   0.99990643
 PD0832
 PD0832                          SUPERSEDED SURVEY CONTROL
 PD0832
 PD0832  NAD 83(1992)-  44 56 07.54968(N)    067 00 37.82526(W) AD(       ) 3
 PD0832  NAD 83(1986)-  44 56 07.54771(N)    067 00 37.82598(W) AD(       ) 3
 PD0832  NAD 27      -  44 56 07.25300(N)    067 00 39.89300(W) AD(       ) 3
 PD0832
 PD0832.Superseded values are not recommended for survey control.
 PD0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0832.See file dsdata.txt to determine how the superseded data were derived.
 PD0832
 PD0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5697977703(NAD 83)
 PD0832_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PD0832_SETTING: 66 = SET IN ROCK OUTCROP
 PD0832_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 PD0832_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0832_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0832+STABILITY: POSITION/ELEVATION WELL
 PD0832
 PD0832  HISTORY     - Date     Condition        Report By
 PD0832  HISTORY     - 1919     MONUMENTED       IBC
 PD0832  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0832  HISTORY     - 1956     SEE DESCRIPTION  AEROS
 PD0832  HISTORY     - 1972     GOOD             IBC
 PD0832  HISTORY     - 1985     GOOD             NOS
 PD0832
 PD0832                          STATION DESCRIPTION
 PD0832
 PD0832'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1919 (JH)
 PD0832'ON KENDALL HEAD, ON THE NE PART OF MOOSE ISLAND, PASSAMAQUODDY BAY,
 PD0832'ON THE RANGE LINE FROM TURNING POINT 2 OF THE BOUNDARY TO RANGE MARKS
 PD0832'7 AND 8, ABOUT 40 FEET SSE AND 10 FEET LOWER THAN A ROCK LEDGE
 PD0832'EXTENDING FROM KENDALL HEAD, ABOUT 30 FEET E OF A 20 - FOOT SAND
 PD0832'BANK, AND ABOUT 6 FEET LOWER THAN THE HIGH - WATER LEVEL.
 PD0832'
 PD0832'AN IRON PIN (1/2 - INCH DIAMETER AND 4 INCHES HIGH) IS ON ANOTHER
 PD0832'LEDGE SOME DISTANCE AWAY.
 PD0832'
 PD0832'STATION MARK IS A US AND CBS BRONZE STATION DISK WEDGE IN A DRILL
 PD0832'HOLE IN THE OUTCROPPING LEDGE.  THE REFERENCE IS A 1/2 - INCH IRON
 PD0832'BOLT SET IN A DRILL HOLE IN THE ROCK, 13 CENTIMETERS N, AND
 PD0832'PROJECTING 4 INCHES ABOVE THE ROCK.
 PD0832
 PD0832                          STATION RECOVERY (1946)
 PD0832
 PD0832'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0832'ON KENDALL HEAD, ON THE NE PART OF MOOSE ISLAND, PASSAMAQUODDY
 PD0832'BAY, ON THE RANGE LINE FROM TURNING POINT 2 OF THE BOUNDARY TO
 PD0832'RANGE MARKS 7 AND 8, ABOUT 40 FEET SSE AND 10 FEET LOWER THAN A
 PD0832'ROCK LEDGE EXTENDING FROM KENDALL HEAD, ABOUT 30 FEET E OF A
 PD0832'20-FOOT SAND BANK, AND ABOUT 6 FEET LOWER THAN THE HIGH-WATER
 PD0832'LEVEL.
 PD0832'
 PD0832'AN IRON PIN (1/2-INCH DIAMETER AND 4 INCHES HIGH) IS ON ANOTHER
 PD0832'LEDGE SOME DISTANCE AWAY.
 PD0832'
 PD0832'STATION MARK IS A U.S.C. AND C.B.S. BRONZE STATION DISK WEDGED
 PD0832'IN A DRILL HOLE IN THE OUTCROPPING LEDGE.  THE REFERENCE IS A
 PD0832'1/2-INCH IRON BOLT SET IN A DRILL HOLE IN THE ROCK, 13 CENTIMETERS
 PD0832'N, AND PROJECTING 4 INCHES ABOVE THE ROCK.
 PD0832
 PD0832                          STATION RECOVERY (1956)
 PD0832
 PD0832'RECOVERY NOTE BY AERO SERVICE CORPORATION 1956
 PD0832'STATION WAS NOT RECOVERED.  FOUND IRON PIN MENTIONED IN
 PD0832'DESCRIPTION, BUT NO BOLT OR STATION.
 PD0832
 PD0832                          STATION RECOVERY (1972)
 PD0832
 PD0832'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 PD0832'RECOVERED IN GOOD CONDITION.
 PD0832
 PD0832                          STATION RECOVERY (1985)
 PD0832
 PD0832'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1985 (WVH)
 PD0832'THE STATION WAS RECOVERED AT THIS DATE.
 PD0832'THE STATION WAS FOUND UNDER SEAWEED BY DISTANCE AND AZIMUTH FROM A
 PD0832'NEARBY NEW CANADIAN HYDROGRAPHIC SERVICE STATION  KEN.  THE ONE HALF
 PD0832'INCH IRON BOLT 13 CENTIMETERS AWAY WAS NOT FOUND BUT THE DRILL HOLE
 PD0832'WAS MEASURED AT 15 CENTIMETERS.  THE IRON PIN MENTIONED IN 1956 WAS
 PD0832'ALSO RECOVERED.
 PD0832'
 PD0832'DESCRIBED BY G.E.L.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0828 ***********************************************************************
 PD0828  DESIGNATION -  KENDALL POINT 1894
 PD0828  PID         -  PD0828
 PD0828  STATE/COUNTY-  ME/WASHINGTON
 PD0828  USGS QUAD   -  EASTPORT (1977)
 PD0828
 PD0828                         *CURRENT SURVEY CONTROL
 PD0828  ___________________________________________________________________
 PD0828* NAD 83(1996)-  44 56 07.46498(N)    067 00 38.69057(W)     ADJUSTED  
 PD0828* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 PD0828  ___________________________________________________________________
 PD0828  LAPLACE CORR-           2.75  (seconds)                    DEFLEC99
 PD0828  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 PD0828
 PD0828  HORZ ORDER  -  THIRD
 PD0828
 PD0828.The horizontal coordinates were established by classical geodetic methods
 PD0828.and adjusted by the National Geodetic Survey in March 1998..
 PD0828
 PD0828.The orthometric height was scaled from a topographic map.
 PD0828
 PD0828.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0828
 PD0828.The geoid height was determined by GEOID03.
 PD0828
 PD0828;                    North         East     Units Scale Factor Converg.
 PD0828;SPC ME E     -   142,045.026   417,543.009   MT  1.00006984   +1 03 07.2
 PD0828;UTM  19      - 4,977,699.871   656,959.711   MT  0.99990295   +1 24 19.1
 PD0828
 PD0828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0828!SPC ME E     -   1.00000341  x   1.00006984  =   1.00007325
 PD0828!UTM  19      -   1.00000341  x   0.99990295  =   0.99990636
 PD0828
 PD0828                          SUPERSEDED SURVEY CONTROL
 PD0828
 PD0828  NAD 83(1992)-  44 56 07.45444(N)    067 00 38.69133(W) AD(       ) 3
 PD0828  NAD 83(1986)-  44 56 07.45191(N)    067 00 38.69295(W) AD(       ) 3
 PD0828  NAD 27      -  44 56 07.15700(N)    067 00 40.76500(W) AD(       ) 3
 PD0828
 PD0828.Superseded values are not recommended for survey control.
 PD0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0828.See file dsdata.txt to determine how the superseded data were derived.
 PD0828
 PD0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5696077700(NAD 83)
 PD0828_MARKER: B = BOLT
 PD0828_SETTING: 0 = UNSPECIFIED SETTING
 PD0828_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0828_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PD0828
 PD0828  HISTORY     - Date     Condition        Report By
 PD0828  HISTORY     - 1894     MONUMENTED       IBC
 PD0828  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0828  HISTORY     - 1985     MARK NOT FOUND   NOS
 PD0828
 PD0828                          STATION DESCRIPTION
 PD0828
 PD0828'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1894 (WFK)
 PD0828'ON KENDALL HEAD, MOOSE ISLAND, PASSAMAQUODDY BAY.  NO OLD
 PD0828'DESCRIPTION AVAILABLE.
 PD0828
 PD0828                          STATION RECOVERY (1946)
 PD0828
 PD0828'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (NWS)
 PD0828'STATION ON KENDALL HEAD, MOOSE ISLAND, PASSAMAQUODDY BAY.  NO
 PD0828'OLD DESCRIPTION AVAILABLE.  A 1/2-INCH BOLT, 4 INCHES HIGH, WAS
 PD0828'RECOVERED BELOW HIGH-WATER LEVEL, ABOUT 10 FEET, AND ABOUT 30
 PD0828'FEET OUTSIDE HIGH-WATER LINE, BUT SURVEY WORK NEEDED TO KNOW
 PD0828'WHETHER IT IS STATION OR NOT.
 PD0828
 PD0828                          STATION RECOVERY (1985)
 PD0828
 PD0828'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1985 (WVH)
 PD0828'THE STATION NOT RECOVERED AT THIS DATE.
 PD0828'A DISTANCE AND AZIMUTH FROM NEARBY NEW CANADIAN HYDROGRAPHIC SERVICE
 PD0828'STATION  KEN INDICATED A SITE AT THE FOOT OF THE DIRT BANK WELL BACK
 PD0828'FROM THE WATER BUT NO BEDROCK WAS IN THE AREA.  DR KINGS OTHER MARKS
 PD0828'ARE BOLTS IN BEDROCK.
 PD0828'
 PD0828'DESCRIBED BY G.E.L.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0307 ***********************************************************************
 QH0307  DESIGNATION -  KENNEBAGO LOT
 QH0307  PID         -  QH0307
 QH0307  STATE/COUNTY-  ME/OXFORD
 QH0307  USGS QUAD   -  KENNEBAGO (1990)
 QH0307
 QH0307                         *CURRENT SURVEY CONTROL
 QH0307  ___________________________________________________________________
 QH0307* NAD 83(1996)-  45 06 25.59665(N)    070 48 59.13973(W)     ADJUSTED  
 QH0307* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 QH0307  ___________________________________________________________________
 QH0307  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 QH0307  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 QH0307
 QH0307  HORZ ORDER  -  THIRD
 QH0307
 QH0307.The horizontal coordinates were established by classical geodetic methods
 QH0307.and adjusted by the National Geodetic Survey in March 1998..
 QH0307
 QH0307.The orthometric height was scaled from a topographic map.
 QH0307
 QH0307.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0307
 QH0307.The geoid height was determined by GEOID03.
 QH0307
 QH0307;                    North         East     Units Scale Factor Converg.
 QH0307;SPC ME W     -   252,840.123   848,865.648   MT  0.99999880   -0 27 37.1
 QH0307;UTM  19      - 4,996,454.009   357,104.749   MT  0.99985107   -1 17 13.3
 QH0307
 QH0307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0307!SPC ME W     -   1.00000401  x   0.99999880  =   1.00000281
 QH0307!UTM  19      -   1.00000401  x   0.99985107  =   0.99985508
 QH0307
 QH0307                          SUPERSEDED SURVEY CONTROL
 QH0307
 QH0307  NAD 83(1992)-  45 06 25.59602(N)    070 48 59.13885(W) AD(       ) 4
 QH0307  NAD 83(1992)-  45 06 25.59993(N)    070 48 59.13370(W) AD(       ) 4
 QH0307  NAD 83(1986)-  45 06 25.59931(N)    070 48 59.13740(W) AD(       ) 4
 QH0307  NAD 27      -  45 06 25.43859(N)    070 49 00.89669(W) AD(       ) 3
 QH0307
 QH0307.Superseded values are not recommended for survey control.
 QH0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0307.See file dsdata.txt to determine how the superseded data were derived.
 QH0307
 QH0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK5710596454(NAD 83)
 QH0307_MARKER: 57 = LOOKOUT TOWER
 QH0307
 QH0307  HISTORY     - Date     Condition        Report By
 QH0307  HISTORY     - 1925     FIRST OBSERVED   USGS
 QH0307
 QH0307                          STATION DESCRIPTION
 QH0307
 QH0307'DESCRIBED BY US GEOLOGICAL SURVEY 1925
 QH0307'LOCATED ABOUT 3.0 MI W. OF KENNEBAGO LAKE, ON WEST KENNEBAGO MOUNTAIN,
 QH0307'IN T. 4, R. 4.
 QH0307'
 QH0307'STATION MARK, CENTER OF STEEL FIRE LOOKOUT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1361 ***********************************************************************
 QG1361  DESIGNATION -  KENNEBEC
 QG1361  PID         -  QG1361
 QG1361  STATE/COUNTY-  ME/SOMERSET
 QG1361  USGS QUAD   -  INDIAN POND SOUTH (1988)
 QG1361
 QG1361                         *CURRENT SURVEY CONTROL
 QG1361  ___________________________________________________________________
 QG1361* NAD 83(1996)-  45 26 38.84473(N)    069 51 47.09996(W)     ADJUSTED  
 QG1361* NAVD 88     -       310.1    (meters)    1017.     (feet)  VERTCON   
 QG1361  ___________________________________________________________________
 QG1361  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 QG1361  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 QG1361
 QG1361  HORZ ORDER  -  THIRD
 QG1361
 QG1361.The horizontal coordinates were established by classical geodetic methods
 QG1361.and adjusted by the National Geodetic Survey in March 1998..
 QG1361
 QG1361.The NAVD 88 height was computed by applying the VERTCON shift value to
 QG1361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QG1361
 QG1361.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1361
 QG1361.The geoid height was determined by GEOID03.
 QG1361
 QG1361;                    North         East     Units Scale Factor Converg.
 QG1361;SPC ME W     -   290,133.010   923,750.151   MT  0.99997360   +0 12 58.8
 QG1361;SPC ME E     -   198,400.645   193,369.525   MT  1.00003975   -0 58 17.0
 QG1361;UTM  19      - 5,032,651.085   432,503.433   MT  0.99965601   -0 36 54.1
 QG1361
 QG1361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1361!SPC ME W     -   0.99995530  x   0.99997360  =   0.99992890
 QG1361!SPC ME E     -   0.99995530  x   1.00003975  =   0.99999505
 QG1361!UTM  19      -   0.99995530  x   0.99965601  =   0.99961133
 QG1361
 QG1361|---------------------------------------------------------------------|
 QG1361| PID    Reference Object                     Distance      Geod. Az  |
 QG1361|                                                           dddmmss.s |
 QG1361| DA5117 KENNEBEC RM 1                         5.146 METERS 23437     |
 QG1361| DA5116 KENNEBEC AZ MK                                     3490057.5 |
 QG1361| DA5118 KENNEBEC RM 2                         3.852 METERS 35115     |
 QG1361|---------------------------------------------------------------------|
 QG1361
 QG1361                          SUPERSEDED SURVEY CONTROL
 QG1361
 QG1361  NAD 83(1992)-  45 26 38.84284(N)    069 51 47.09510(W) AD(       ) 3
 QG1361  NAD 83(1986)-  45 26 38.84425(N)    069 51 47.10514(W) AD(       ) 3
 QG1361  NAD 27      -  45 26 38.67800(N)    069 51 48.88500(W) AD(       ) 3
 QG1361  NGVD 29 (07/19/86)  310.3    (m)         1018.     (f) VERT ANG       
 QG1361
 QG1361.Superseded values are not recommended for survey control.
 QG1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1361.See file dsdata.txt to determine how the superseded data were derived.
 QG1361
 QG1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL3250332651(NAD 83)
 QG1361_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QG1361_SETTING: 66 = SET IN ROCK OUTCROP
 QG1361
 QG1361  HISTORY     - Date     Condition        Report By
 QG1361  HISTORY     - 1955     MONUMENTED       CGS
 QG1361
 QG1361                          STATION DESCRIPTION
 QG1361
 QG1361'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 QG1361'STATION IS LOCATED ABOUT 13.5 MILES WEST OF GREENVILLE, 9.0 MILES
 QG1361'NORTHEAST OF THE FORKS, 1.0 MILE SOUTHEAST OF THE INDIAN POND DAM
 QG1361'ON A ROCK OUTCROP LEDGE ON THE EAST SIDE OF ROAD LEADING TO THE
 QG1361'DAM.
 QG1361'
 QG1361'STATION IS REACHED AS FOLLOWS--FROM THE BRIDGE CROSSING THE
 QG1361'KENNEBEC RIVER, AT THE FORKS, GO EAST ON HARD SURFACE ROAD FOR
 QG1361'5.4 MILES TO THE MOXIE COTTAGES.  TAKE LEFT FORK AND GO 0.5 MILE
 QG1361'TO FORK.  KEEP LEFT FORK, ON HARD SURFACE ROAD, AND GO 6.75 MILES
 QG1361'TO STATION ON RIGHT IN ROCK LEDGE THAT IS ABOUT 40 FEET HIGHER
 QG1361'THAN THE ROAD.
 QG1361'
 QG1361'STATION, STAMPED KENNEBEC 1955, IS A STANDARD USC AND GS BRONZE
 QG1361'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING ROCK.  IT IS IN A
 QG1361'ROCK LEDGE ABOUT 40 FEET HIGHER, AND 100 FEET EAST OF ROAD
 QG1361'LEADING TO THE INDIAN POND DAM.
 QG1361'
 QG1361'R. M. 1, STAMPED KENNEBEC NO 1 1955, IS A STANDARD USC AND
 QG1361'GS BRONZE DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING ROCK.  IT
 QG1361'IS ABOUT 2.5 FEET LOWER THAN THE STATION.
 QG1361'
 QG1361'R. M. 2, STAMPED KENNEBEC NO 2 1955, IS A STANDARD USC AND
 QG1361'GS BRONZE DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING ROCK.  IT
 QG1361'IS ABOUT 1.0 FOOT LOWER THAN THE STATION.
 QG1361'
 QG1361'AZIMUTH MARK, STAMPED KENNEBEC 1955 IS A STANDARD USC AND GS
 QG1361'BRONZE DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING ROCK.  IT IS
 QG1361'BENEATH THE WEST WIRE OF POWERLINE, AND 89 FEET NORTH OF THE CENTER
 QG1361'LINE OF TRACK ROAD.  TO REACH FROM THE STATION GO NORTH 0.25 MILE
 QG1361'TO A SIDE ROAD ON THE LEFT, JUST SOUTH OF ROAD FORK TO
 QG1361'ROCKWOOD.  TURN LEFT AND GO SOUTHWEST 0.2 MILE TO POWER LINE AND
 QG1361'AZIMUTH MARK.
 QG1361'
 QG1361'HEIGHT OF LIGHT ABOVE STATION MARK 1.49 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2021 ***********************************************************************
 OC2021  DESIGNATION -  KENNEBUNK BEACH ATL HOTEL ROOF
 OC2021  PID         -  OC2021
 OC2021  STATE/COUNTY-  ME/YORK
 OC2021  USGS QUAD   -  KENNEBUNKPORT (1975)
 OC2021
 OC2021                         *CURRENT SURVEY CONTROL
 OC2021  ___________________________________________________________________
 OC2021* NAD 83(1996)-  43 20 46.16707(N)    070 29 52.28045(W)     ADJUSTED  
 OC2021* NAVD 88     -                                                        
 OC2021  ___________________________________________________________________
 OC2021  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 OC2021  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 OC2021
 OC2021  HORZ ORDER  -  THIRD
 OC2021
 OC2021.The horizontal coordinates were established by classical geodetic methods
 OC2021.and adjusted by the National Geodetic Survey in March 1998..
 OC2021
 OC2021
 OC2021.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2021
 OC2021.The geoid height was determined by GEOID03.
 OC2021
 OC2021;                    North         East     Units Scale Factor Converg.
 OC2021;SPC ME W     -    57,023.311   873,147.507   MT  0.99997553   -0 13 38.4
 OC2021;UTM  19      - 4,800,345.525   378,599.023   MT  0.99978130   -1 01 41.7
 OC2021
 OC2021                          SUPERSEDED SURVEY CONTROL
 OC2021
 OC2021  NAD 83(1992)-  43 20 46.16582(N)    070 29 52.28181(W) AD(       ) 4
 OC2021  NAD 83(1986)-  43 20 46.17140(N)    070 29 52.28759(W) AD(       ) 4
 OC2021  NAD 27      -  43 20 45.87000(N)    070 29 54.09300(W) AD(       ) 3
 OC2021
 OC2021.Superseded values are not recommended for survey control.
 OC2021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2021.See file dsdata.txt to determine how the superseded data were derived.
 OC2021
 OC2021_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ7859900346(NAD 83)
 OC2021
 OC2021  HISTORY     - Date     Condition        Report By
 OC2021  HISTORY     - 1943     FIRST OBSERVED   CGS
 OC2021  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OC2021  HISTORY     - 1982     MARK NOT FOUND   USPSQD
 OC2021
 OC2021                          STATION DESCRIPTION
 OC2021
 OC2021'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 OC2021'STATION IS THE ROOF OF THE ATLANTIS HOTEL LOCATED ON A HIGH
 OC2021'POINT OF GROUND IN THE CENTRAL PART OF THE KENNYBUNK BEACH
 OC2021'RESORT.  THE HOTEL IS A FIVE-STORY STRUCTURE, THE FIFTH STORY
 OC2021'BEING ONLY ABOUT THE SIZE OF A FOUR-ROOM COTTAGE, AND THIS STORY
 OC2021'PROJECTS FROM THE ROOF OF THE MAIN BUILDING.  THE ROOF OF THE
 OC2021'HOTEL IS SLATE COLORED.  THE POINT OBSERVED UPON WAS THE
 OC2021'PEAK OF THE PYRAMID-SHAPED ROOF OF THE FIFTH FLOOR.
 OC2021'
 OC2021'THIS IS AN INTERSECTION STATION.
 OC2021
 OC2021                          STATION RECOVERY (1953)
 OC2021
 OC2021'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EHK)
 OC2021'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED WITH
 OC2021'THE FOLLOWING EXCEPTION--THE ROOF IS NOW RED IN COLOR.
 OC2021
 OC2021                          STATION RECOVERY (1982)
 OC2021
 OC2021'RECOVERY NOTE BY US POWER SQUADRON 1982 (HMB)
 OC2021'KENNEBUNK BEACH ATL HOTEL ROOF.  THE ATLANTIS HOTEL WAS TORN
 OC2021'DOWN IN 1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2064 ***********************************************************************
 OC2064  DESIGNATION -  KENNEBUNK MUNICIPAL STANDPIPE
 OC2064  PID         -  OC2064
 OC2064  STATE/COUNTY-  ME/YORK
 OC2064  USGS QUAD   -  KENNEBUNK (1983)
 OC2064
 OC2064                         *CURRENT SURVEY CONTROL
 OC2064  ___________________________________________________________________
 OC2064* NAD 83(1996)-  43 22 55.08257(N)    070 32 53.74219(W)     ADJUSTED  
 OC2064* NAVD 88     -                                                        
 OC2064  ___________________________________________________________________
 OC2064  LAPLACE CORR-           3.25  (seconds)                    DEFLEC99
 OC2064  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 OC2064
 OC2064  HORZ ORDER  -  THIRD
 OC2064
 OC2064.The horizontal coordinates were established by classical geodetic methods
 OC2064.and adjusted by the National Geodetic Survey in March 1998..
 OC2064
 OC2064
 OC2064.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2064
 OC2064.The geoid height was determined by GEOID03.
 OC2064
 OC2064;                    North         East     Units Scale Factor Converg.
 OC2064;SPC ME W     -    61,019.103   869,078.823   MT  0.99997842   -0 15 43.6
 OC2064;UTM  19      - 4,804,397.051   374,587.372   MT  0.99979347   -1 03 48.9
 OC2064
 OC2064                          SUPERSEDED SURVEY CONTROL
 OC2064
 OC2064  NAD 83(1992)-  43 22 55.08131(N)    070 32 53.74333(W) AD(       ) 4
 OC2064  NAD 83(1986)-  43 22 55.08674(N)    070 32 53.74977(W) AD(       ) 4
 OC2064  NAD 27      -  43 22 54.78600(N)    070 32 55.55800(W) AD(       ) 3
 OC2064
 OC2064.Superseded values are not recommended for survey control.
 OC2064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2064.See file dsdata.txt to determine how the superseded data were derived.
 OC2064
 OC2064_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ7458704397(NAD 83)
 OC2064_MARKER: 52 = STANDPIPE TANK
 OC2064
 OC2064  HISTORY     - Date     Condition        Report By
 OC2064  HISTORY     - 1941     FIRST OBSERVED   CGS
 OC2064  HISTORY     - 1943     GOOD             CGS
 OC2064  HISTORY     - 1953     GOOD             CGS
 OC2064  HISTORY     - 1975     GOOD             NGS
 OC2064  HISTORY     - 1982     GOOD             USPSQD
 OC2064  HISTORY     - 1988     GOOD             USPSQD
 OC2064  HISTORY     - 20030909 GOOD             USPSQD
 OC2064
 OC2064                          STATION DESCRIPTION
 OC2064
 OC2064'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC2064'THIS INTERSECTION STATION IS THE MUNICIPAL WATER STANDPIPE OF
 OC2064'THE CITY OF KENNEBUNK LOCATED ABOUT 100 YARDS W OF U.S. HIGHWAY
 OC2064'1 AND 0.5 MILE S OF THE CENTER OF THE TOWN.  IT IS AN OPEN-TOPPED
 OC2064'STANDPIPE ABOUT 60 FEET HIGH.
 OC2064
 OC2064                          STATION RECOVERY (1943)
 OC2064
 OC2064'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 OC2064'STATION RECOVERED IN GOOD CONDITION.
 OC2064
 OC2064                          STATION RECOVERY (1953)
 OC2064
 OC2064'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EHK)
 OC2064'STATION RECOVERED IN GOOD CONDITION.
 OC2064
 OC2064                          STATION RECOVERY (1975)
 OC2064
 OC2064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 OC2064'THE STATION, KENNEBUNK MUNICIPAL TANK, IS THE TOP-CENTER OF THE
 OC2064'111 FOOT, STEEL, 30 FOOT DIAMETER, STANDPIPE.  LOCATED IN THE
 OC2064'TOWN OF KENNEBUNK ON HILLCREST DRIVE OFF OF ROUTE 1 0.6 MILES SOUTH
 OC2064'OF THE POST OFFICE.
 OC2064
 OC2064                          STATION RECOVERY (1982)
 OC2064
 OC2064'RECOVERY NOTE BY US POWER SQUADRON 1982 (HMB)
 OC2064'THIS INTERSECTION STATION RECOVERED IN GOOD CONDITION.  THE 1941
 OC2064'DESCRIPTION IS GOOD.  THE COLOR IS NOW GREEN.
 OC2064
 OC2064                          STATION RECOVERY (1988)
 OC2064
 OC2064'RECOVERY NOTE BY US POWER SQUADRON 1988 (RSR)
 OC2064'RECOVERED IN GOOD CONDITION.
 OC2064
 OC2064                          STATION RECOVERY (2003)
 OC2064
 OC2064'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 OC2064'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2066 ***********************************************************************
 OC2066  DESIGNATION -  KENNEBUNK ORTH CHURCH SPIRE
 OC2066  PID         -  OC2066
 OC2066  STATE/COUNTY-  ME/YORK
 OC2066  USGS QUAD   -  KENNEBUNK (1983)
 OC2066
 OC2066                         *CURRENT SURVEY CONTROL
 OC2066  ___________________________________________________________________
 OC2066* NAD 83(1996)-  43 23 12.87401(N)    070 32 13.20901(W)     ADJUSTED  
 OC2066* NAVD 88     -                                                        
 OC2066  ___________________________________________________________________
 OC2066  LAPLACE CORR-           3.46  (seconds)                    DEFLEC99
 OC2066  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 OC2066
 OC2066  HORZ ORDER  -  THIRD
 OC2066
 OC2066.The horizontal coordinates were established by classical geodetic methods
 OC2066.and adjusted by the National Geodetic Survey in March 1998..
 OC2066
 OC2066
 OC2066.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2066
 OC2066.The geoid height was determined by GEOID03.
 OC2066
 OC2066;                    North         East     Units Scale Factor Converg.
 OC2066;SPC ME W     -    61,564.038   869,993.611   MT  0.99997774   -0 15 15.8
 OC2066;UTM  19      - 4,804,929.037   375,509.522   MT  0.99979064   -1 03 21.4
 OC2066
 OC2066                          SUPERSEDED SURVEY CONTROL
 OC2066
 OC2066  NAD 83(1992)-  43 23 12.87265(N)    070 32 13.21018(W) AD(       ) 4
 OC2066  NAD 83(1986)-  43 23 12.87816(N)    070 32 13.21641(W) AD(       ) 4
 OC2066  NAD 27      -  43 23 12.57500(N)    070 32 15.02100(W) AD(       ) 3
 OC2066
 OC2066.Superseded values are not recommended for survey control.
 OC2066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2066.See file dsdata.txt to determine how the superseded data were derived.
 OC2066
 OC2066_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ7551004929(NAD 83)
 OC2066_MARKER: 90 = CHURCH SPIRE
 OC2066
 OC2066  HISTORY     - Date     Condition        Report By
 OC2066  HISTORY     - 1942     FIRST OBSERVED   CGS
 OC2066  HISTORY     - 20030909 MARK NOT FOUND   USPSQD
 OC2066
 OC2066                          STATION DESCRIPTION
 OC2066
 OC2066'DESCRIBED BY US POWER SQUADRON 2003 (AMM)
 OC2066'STATION SEARCHED FOR AT LENGTH, BUT NOT FOUND. IN COMPARING THE
 OC2066'LATITUDE-LONGITUDE OF THIS STATION TO OC2062, THIS STATION WOULD BE
 OC2066'SOUTH AND EAST OF OC2062. IT COULD NOT BE VERIFIED BY ANYONE AT THE
 OC2066'TOWN HALL, IF THE TOWN HALL AUDITORIUM BUILDING, (SOUTHEAST OF OC2062
 OC2066'AT THE 3-WAY INTERSECTION OF U.S.HWY 1, ST RD 35 AND ST RD 9A AND
 OC2066'ACROSS FROM THE POST OFFICE) WAS ORIGINALLY THE ORTHODOX CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2009 ***********************************************************************
 OC2009  DESIGNATION -  KENNEBUNK PORT BAPTIST CHURCH
 OC2009  PID         -  OC2009
 OC2009  STATE/COUNTY-  ME/YORK
 OC2009  USGS QUAD   -  KENNEBUNKPORT (1975)
 OC2009
 OC2009                         *CURRENT SURVEY CONTROL
 OC2009  ___________________________________________________________________
 OC2009* NAD 83(1996)-  43 21 46.41618(N)    070 28 33.00396(W)     ADJUSTED  
 OC2009* NAVD 88     -                                                        
 OC2009  ___________________________________________________________________
 OC2009  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 OC2009  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 OC2009
 OC2009  HORZ ORDER  -  THIRD
 OC2009
 OC2009.The horizontal coordinates were established by classical geodetic methods
 OC2009.and adjusted by the National Geodetic Survey in March 1998..
 OC2009
 OC2009
 OC2009.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2009
 OC2009.The geoid height was determined by GEOID03.
 OC2009
 OC2009;                    North         East     Units Scale Factor Converg.
 OC2009;SPC ME W     -    58,875.751   874,939.858   MT  0.99997439   -0 12 44.2
 OC2009;UTM  19      - 4,802,172.367   380,416.740   MT  0.99977591   -1 00 48.4
 OC2009
 OC2009                          SUPERSEDED SURVEY CONTROL
 OC2009
 OC2009  NAD 83(1992)-  43 21 46.41488(N)    070 28 33.00527(W) AD(       ) 4
 OC2009  NAD 83(1986)-  43 21 46.42049(N)    070 28 33.01132(W) AD(       ) 4
 OC2009  NAD 27      -  43 21 46.11200(N)    070 28 34.82600(W) AD(       ) 3
 OC2009
 OC2009.Superseded values are not recommended for survey control.
 OC2009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2009.See file dsdata.txt to determine how the superseded data were derived.
 OC2009
 OC2009_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ8041702172(NAD 83)
 OC2009_MARKER: 90 = CHURCH SPIRE
 OC2009
 OC2009  HISTORY     - Date     Condition        Report By
 OC2009  HISTORY     - UNK      FIRST OBSERVED
 OC2009  HISTORY     - 1928     GOOD             CGS
 OC2009  HISTORY     - 1943     GOOD             CGS
 OC2009  HISTORY     - 1953     GOOD             CGS
 OC2009  HISTORY     - 1982     GOOD             USPSQD
 OC2009  HISTORY     - 20030909 GOOD             USPSQD
 OC2009
 OC2009                          STATION DESCRIPTION
 OC2009
 OC2009'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (GCM)
 OC2009'STATION RECOVERED UNCHANGED.
 OC2009
 OC2009                          STATION RECOVERY (1943)
 OC2009
 OC2009'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 OC2009'RECOVERED UNCHANGED AND IN GOOD CONDITION.
 OC2009'
 OC2009'STATION IS IN KENNEBUNKPORT VILLAGE IN THE N SECTION
 OC2009'OF THE VILLAGE NE OF THE INTERSECTION OF SPRING AND
 OC2009'MAIN STREETS.  THREE PERSONS, THE POSTMASTER, THE
 OC2009'PRESENT BAPTIST MINISTER AND THE RETIRED BAPTIST
 OC2009'MINISTER, WERE SURE THE BUILDING AND SPIRE WERE IN
 OC2009'ORIGINAL POSITION.  THE RETIRED MINISTER SAID THAT THE
 OC2009'CHURCH WAS BUILT IN 1838 AND THE BUILDING HAS BEEN
 OC2009'ENLARGED TWICE SINCE THEN WITHOUT CHANGING THE SPIRE.
 OC2009
 OC2009                          STATION RECOVERY (1953)
 OC2009
 OC2009'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EHK)
 OC2009'THE STATION WAS RECOVERED IN GOOD CONDITION AS
 OC2009'DESCRIBED BY F.L.G. IN 1943.
 OC2009
 OC2009                          STATION RECOVERY (1982)
 OC2009
 OC2009'RECOVERY NOTE BY US POWER SQUADRON 1982 (HMB)
 OC2009'THIS OLD CHURCH WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION BY
 OC2009'F.L.G. IN 1943 IS ADEQUATE.
 OC2009
 OC2009                          STATION RECOVERY (2003)
 OC2009
 OC2009'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 OC2009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2026 ***********************************************************************
 OC2026  DESIGNATION -  KENNEBUNK PORT LIGHTHOUSE
 OC2026  PID         -  OC2026
 OC2026  STATE/COUNTY-  ME/YORK
 OC2026  USGS QUAD   -  KENNEBUNKPORT (1975)
 OC2026
 OC2026                         *CURRENT SURVEY CONTROL
 OC2026  ___________________________________________________________________
 OC2026* NAD 83(1996)-  43 20 45.73080(N)    070 28 33.54809(W)     ADJUSTED  
 OC2026* NAVD 88     -                                                        
 OC2026  ___________________________________________________________________
 OC2026  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 OC2026  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 OC2026
 OC2026  HORZ ORDER  -  THIRD
 OC2026
 OC2026.The horizontal coordinates were established by classical geodetic methods
 OC2026.and adjusted by the National Geodetic Survey in March 1998..
 OC2026
 OC2026
 OC2026.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2026
 OC2026.The geoid height was determined by GEOID03.
 OC2026
 OC2026;                    North         East     Units Scale Factor Converg.
 OC2026;SPC ME W     -    57,003.044   874,920.665   MT  0.99997440   -0 12 44.3
 OC2026;UTM  19      - 4,800,300.484   380,371.377   MT  0.99977604   -1 00 47.7
 OC2026
 OC2026                          SUPERSEDED SURVEY CONTROL
 OC2026
 OC2026  NAD 83(1992)-  43 20 45.72953(N)    070 28 33.54932(W) AD(       ) 4
 OC2026  NAD 83(1986)-  43 20 45.73500(N)    070 28 33.55508(W) AD(       ) 4
 OC2026  NAD 27      -  43 20 45.42000(N)    070 28 35.37000(W) AD(       ) 3
 OC2026
 OC2026.Superseded values are not recommended for survey control.
 OC2026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2026.See file dsdata.txt to determine how the superseded data were derived.
 OC2026
 OC2026_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ8037100300(NAD 83)
 OC2026
 OC2026  HISTORY     - Date     Condition        Report By
 OC2026  HISTORY     - UNK      MONUMENTED
 OC2026  HISTORY     - 1928     SEE DESCRIPTION  CGS
 OC2026
 OC2026                          STATION DESCRIPTION
 OC2026
 OC2026'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (GCM)
 OC2026'STATION NOT FOUND.  THE SUPERINTENDENT OF LIGHTHOUSES AT
 OC2026'PORTLAND STATES THERE NEVER HAS BEEN A LIGHTHOUSE AT
 OC2026'KENNEBUNKPORT.  IT IS NOT KNOWN TO WHAT THE ORIGINAL DETERMINATION
 OC2026'APPLIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2011 ***********************************************************************
 OC2011  DESIGNATION -  KENNEBUNK PORT OBSERVATORY
 OC2011  PID         -  OC2011
 OC2011  STATE/COUNTY-  ME/YORK
 OC2011  USGS QUAD   -  KENNEBUNKPORT (1975)
 OC2011
 OC2011                         *CURRENT SURVEY CONTROL
 OC2011  ___________________________________________________________________
 OC2011* NAD 83(1996)-  43 21 22.27873(N)    070 28 04.28582(W)     ADJUSTED  
 OC2011* NAVD 88     -                                                        
 OC2011  ___________________________________________________________________
 OC2011  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 OC2011  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 OC2011
 OC2011  HORZ ORDER  -  THIRD
 OC2011
 OC2011.The horizontal coordinates were established by classical geodetic methods
 OC2011.and adjusted by the National Geodetic Survey in March 1998..
 OC2011
 OC2011
 OC2011.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2011
 OC2011.The geoid height was determined by GEOID03.
 OC2011
 OC2011;                    North         East     Units Scale Factor Converg.
 OC2011;SPC ME W     -    58,128.503   875,583.781   MT  0.99997400   -0 12 24.4
 OC2011;UTM  19      - 4,801,416.340   381,050.026   MT  0.99977405   -1 00 28.3
 OC2011
 OC2011                          SUPERSEDED SURVEY CONTROL
 OC2011
 OC2011  NAD 83(1992)-  43 21 22.27746(N)    070 28 04.28706(W) AD(       ) 4
 OC2011  NAD 83(1986)-  43 21 22.28292(N)    070 28 04.29295(W) AD(       ) 4
 OC2011  NAD 27      -  43 21 21.96000(N)    070 28 06.13300(W) AD(       ) 3
 OC2011
 OC2011.Superseded values are not recommended for survey control.
 OC2011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2011.See file dsdata.txt to determine how the superseded data were derived.
 OC2011
 OC2011_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ8105001416(NAD 83)
 OC2011
 OC2011  HISTORY     - Date     Condition        Report By
 OC2011  HISTORY     - UNK      MONUMENTED
 OC2011  HISTORY     - 1928     SEE DESCRIPTION  CGS
 OC2011  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OC2011
 OC2011                          STATION DESCRIPTION
 OC2011
 OC2011'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (GCM)
 OC2011'STATION DESTROYED.
 OC2011
 OC2011                          STATION RECOVERY (1953)
 OC2011
 OC2011'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EHK)
 OC2011'AN INVESTIGATION REVEALED THAT THE STATION HAS BEEN DESTROYED AS
 OC2011'REPORTED BY G.C.M. IN 1928.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2007 ***********************************************************************
 OC2007  DESIGNATION -  KENNEBUNK PORT ORTHODOX CH
 OC2007  PID         -  OC2007
 OC2007  STATE/COUNTY-  ME/YORK
 OC2007  USGS QUAD   -  KENNEBUNKPORT (1975)
 OC2007
 OC2007                         *CURRENT SURVEY CONTROL
 OC2007  ___________________________________________________________________
 OC2007* NAD 83(1996)-  43 21 45.99923(N)    070 28 39.40281(W)     ADJUSTED  
 OC2007* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 OC2007  ___________________________________________________________________
 OC2007  LAPLACE CORR-           2.96  (seconds)                    DEFLEC99
 OC2007  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 OC2007
 OC2007  HORZ ORDER  -  THIRD
 OC2007
 OC2007.The horizontal coordinates were established by classical geodetic methods
 OC2007.and adjusted by the National Geodetic Survey in March 1998..
 OC2007
 OC2007.The orthometric height was scaled from a topographic map.
 OC2007
 OC2007.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2007
 OC2007.The geoid height was determined by GEOID03.
 OC2007
 OC2007;                    North         East     Units Scale Factor Converg.
 OC2007;SPC ME W     -    58,863.419   874,795.735   MT  0.99997448   -0 12 48.6
 OC2007;UTM  19      - 4,802,162.054   380,272.487   MT  0.99977633   -1 00 52.8
 OC2007
 OC2007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2007!SPC ME W     -   1.00000369  x   0.99997448  =   0.99997817
 OC2007!UTM  19      -   1.00000369  x   0.99977633  =   0.99978002
 OC2007
 OC2007:                Primary Azimuth Mark                     Grid Az
 OC2007:SPC ME W     -  CLIFF HOUSE CUPOLA                       207 23 33.5
 OC2007:UTM  19      -  CLIFF HOUSE CUPOLA                       208 11 37.7
 OC2007
 OC2007|---------------------------------------------------------------------|
 OC2007| PID    Reference Object                     Distance      Geod. Az  |
 OC2007|                                                           dddmmss.s |
 OC2007| OC2157 CLIFF HOUSE CUPOLA                  APPROX.17.7 KM 2071044.9 |
 OC2007| OC2065 KENNEBUNK STANDPIPE                 APPROX. 6.1 KM 2902404.8 |
 OC2007|---------------------------------------------------------------------|
 OC2007
 OC2007                          SUPERSEDED SURVEY CONTROL
 OC2007
 OC2007  NAD 83(1992)-  43 21 45.99794(N)    070 28 39.40405(W) AD(       ) 3
 OC2007  NAD 83(1986)-  43 21 46.00356(N)    070 28 39.40939(W) AD(       ) 3
 OC2007  NAD 27      -  43 21 45.69500(N)    070 28 41.30200(W) AD(       ) 3
 OC2007
 OC2007.Superseded values are not recommended for survey control.
 OC2007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2007.See file dsdata.txt to determine how the superseded data were derived.
 OC2007
 OC2007_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ8027202162(NAD 83)
 OC2007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OC2007+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2005
 OC2007
 OC2007  HISTORY     - Date     Condition        Report By
 OC2007  HISTORY     - UNK      MONUMENTED
 OC2007  HISTORY     - 1928     SEE DESCRIPTION  CGS
 OC2007  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OC2007  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OC2007  HISTORY     - 1975     GOOD             NGS
 OC2007  HISTORY     - 1982     GOOD             USPSQD
 OC2007  HISTORY     - 20030909 GOOD             USPSQD
 OC2007  HISTORY     - 20050418 GOOD             GEOCAC
 OC2007
 OC2007                          STATION DESCRIPTION
 OC2007
 OC2007'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (GCM)
 OC2007'STATION RECOVERED UNCHANGED.
 OC2007
 OC2007                          STATION RECOVERY (1943)
 OC2007
 OC2007'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 OC2007'STATION RECOVERED.  SPIRE IS ON THE ORTHODOX
 OC2007'CONGREGATIONAL CHURCH IN KENNEBUNK VILLAGE AND IS
 OC2007'THE ONLY PROMINENT SPIRE IN THE VILLAGE.  ACCORDING
 OC2007'TO AN OLD MEMBER OF THE CHURCH, THE SPIRE BLEW DOWN
 OC2007'SOME YEARS AGO BUT WAS RESTORED IN THE VERY SAME SIZE,
 OC2007'SHAPE, AND POSITION AS THE ORIGINAL.  THE SPIRE MAY
 OC2007'BE SLIGHTLY OUT OF PLUMB BUT OTHER THAN THAT IT IS
 OC2007'IN THE ORIGINAL POSITION.
 OC2007
 OC2007                          STATION RECOVERY (1953)
 OC2007
 OC2007'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EHK)
 OC2007'THE STATION WAS RECOVERED UNCHANGED.  IT IS THE SPIRE
 OC2007'OF THE SOUTH CONGREGATIONAL CHURCH, IN THE VILLAGE
 OC2007'OF KENNEBUNKPORT, JUST W OF AND ACROSS THE STREET FROM
 OC2007'THE POST OFFICE.
 OC2007
 OC2007                          STATION RECOVERY (1975)
 OC2007
 OC2007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 OC2007'THE STATION, KENNEBUNK CHRIST CHURCH SPIRE, IS THE GOLD BALL UNDER
 OC2007'THE WEATHERVANE ATOP THE 30 FOOT, WHITE, STEEP, SPIRE WHICH STANDS
 OC2007'100 FEET ABOVE THE GROUND.  THE STATION RESTS ON THE CHRIST
 OC2007'CONGREGATIONAL-METHODIST CHURCH LOCATED IN THE TOWN OF KENNEBUNK
 OC2007'ON DANE STREET 0.05 MILES EAST OF THE INTERSECTION OF DANE STREET
 OC2007'AND US ROUTE 1.
 OC2007
 OC2007                          STATION RECOVERY (1982)
 OC2007
 OC2007'RECOVERY NOTE BY US POWER SQUADRON 1982 (HMB)
 OC2007'STATION RECOVERED GOOD.
 OC2007'
 OC2007'STATION IS NOW THE SPIRE OF THE SOUTH CONGREGATIONAL CHURCH AS
 OC2007'DESCRIBED BY T.J.C. IN 1953.
 OC2007
 OC2007                          STATION RECOVERY (2003)
 OC2007
 OC2007'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 OC2007'RECOVERED IN GOOD CONDITION.
 OC2007
 OC2007                          STATION RECOVERY (2005)
 OC2007
 OC2007'RECOVERY NOTE BY GEOCACHING 2005 (JLH)
 OC2007'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2062 ***********************************************************************
 OC2062  DESIGNATION -  KENNEBUNK UNITARIAN CH SPIRE
 OC2062  PID         -  OC2062
 OC2062  STATE/COUNTY-  ME/YORK
 OC2062  USGS QUAD   -  KENNEBUNK (1983)
 OC2062
 OC2062                         *CURRENT SURVEY CONTROL
 OC2062  ___________________________________________________________________
 OC2062* NAD 83(1996)-  43 23 16.37953(N)    070 32 14.00283(W)     ADJUSTED  
 OC2062* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 OC2062  ___________________________________________________________________
 OC2062  LAPLACE CORR-           3.47  (seconds)                    DEFLEC99
 OC2062  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 OC2062
 OC2062  HORZ ORDER  -  THIRD
 OC2062
 OC2062.The horizontal coordinates were established by classical geodetic methods
 OC2062.and adjusted by the National Geodetic Survey in March 1998..
 OC2062
 OC2062.The orthometric height was scaled from a topographic map.
 OC2062
 OC2062.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2062
 OC2062.The geoid height was determined by GEOID03.
 OC2062
 OC2062;                    North         East     Units Scale Factor Converg.
 OC2062;SPC ME W     -    61,672.298   869,976.226   MT  0.99997775   -0 15 16.4
 OC2062;UTM  19      - 4,805,037.510   375,493.655   MT  0.99979069   -1 03 22.0
 OC2062
 OC2062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2062!SPC ME W     -   1.00000183  x   0.99997775  =   0.99997958
 OC2062!UTM  19      -   1.00000183  x   0.99979069  =   0.99979252
 OC2062
 OC2062|---------------------------------------------------------------------|
 OC2062| PID    Reference Object                     Distance      Geod. Az  |
 OC2062|                                                           dddmmss.s |
 OC2062| OC2066 KENNEBUNK ORTH CHURCH SPIRE         109.650 METERS 17037     |
 OC2062| OC2065 KENNEBUNK STANDPIPE                 APPROX. 1.1 KM 2333001.2 |
 OC2062|---------------------------------------------------------------------|
 OC2062
 OC2062                          SUPERSEDED SURVEY CONTROL
 OC2062
 OC2062  NAD 83(1992)-  43 23 16.37818(N)    070 32 14.00400(W) AD(       ) 3
 OC2062  NAD 83(1986)-  43 23 16.38391(N)    070 32 14.01025(W) AD(       ) 3
 OC2062  NAD 27      -  43 23 16.07300(N)    070 32 15.83200(W) AD(       ) 3
 OC2062
 OC2062.Superseded values are not recommended for survey control.
 OC2062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2062.See file dsdata.txt to determine how the superseded data were derived.
 OC2062
 OC2062_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ7549405038(NAD 83)
 OC2062_MARKER: 90 = CHURCH SPIRE
 OC2062
 OC2062  HISTORY     - Date     Condition        Report By
 OC2062  HISTORY     - UNK      FIRST OBSERVED
 OC2062  HISTORY     - 1928     GOOD             CGS
 OC2062  HISTORY     - 1943     GOOD             CGS
 OC2062  HISTORY     - 1953     GOOD             CGS
 OC2062  HISTORY     - 1975     GOOD             NGS
 OC2062  HISTORY     - 1982     GOOD             USPSQD
 OC2062  HISTORY     - 1988     GOOD             USPSQD
 OC2062  HISTORY     - 20030909 GOOD             USPSQD
 OC2062
 OC2062                          STATION DESCRIPTION
 OC2062
 OC2062'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (GCM)
 OC2062'STATION RECOVERED UNCHANGED.
 OC2062
 OC2062                          STATION RECOVERY (1943)
 OC2062
 OC2062'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 OC2062'RECOVERED IN GOOD CONDITION.  SPIRE WAS BUILT IN
 OC2062'1803 AND HAS NOT BEEN ALTERED SINCE.  CHURCH IS
 OC2062'OPPOSITE A THREE-WAY ROAD INTERSECTION AND ACROSS
 OC2062'FROM THE POST OFFICE IN KENNEBUNK VILLAGE.
 OC2062
 OC2062                          STATION RECOVERY (1953)
 OC2062
 OC2062'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EHK)
 OC2062'THE STATION WAS RECOVERED IN GOOD CONDITION AS
 OC2062'DESCRIBED BY F.L.G. IN 1943.
 OC2062
 OC2062                          STATION RECOVERY (1975)
 OC2062
 OC2062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 OC2062'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1953.
 OC2062'THE DESCRIPTION WAS FOUND TO BE ADEQUATE.
 OC2062
 OC2062                          STATION RECOVERY (1982)
 OC2062
 OC2062'RECOVERY NOTE BY US POWER SQUADRON 1982 (HMB)
 OC2062'THIS STATION WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION OF
 OC2062'F.L.G. IN 1943 IS CORRECT.
 OC2062
 OC2062                          STATION RECOVERY (1988)
 OC2062
 OC2062'RECOVERY NOTE BY US POWER SQUADRON 1988 (RSR)
 OC2062'RECOVERED IN GOOD CONDITION.
 OC2062
 OC2062                          STATION RECOVERY (2003)
 OC2062
 OC2062'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 OC2062'MARK FOUND GOOD. ROADS IN THE THREE-WAY INTERSECTION REFERENCED IN THE
 OC2062'1943 DESCRIPTION ARE U.S. HWY. 1, STATE ROAD 35, AND STATE ROAD 9A.
 OC2062'CHURCH IS IN THE NORTHWEST CORNER OF THE INTERSECTION OF SUMNER AND
 OC2062'PORTLAND STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2024 ***********************************************************************
 OC2024  DESIGNATION -  KENNEBUNKPORT PIER LIGHT
 OC2024  PID         -  OC2024
 OC2024  STATE/COUNTY-  ME/YORK
 OC2024  USGS QUAD   -  KENNEBUNKPORT (1975)
 OC2024
 OC2024                         *CURRENT SURVEY CONTROL
 OC2024  ___________________________________________________________________
 OC2024* NAD 83(1996)-  43 20 45.68759(N)    070 28 33.58004(W)     ADJUSTED  
 OC2024* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 OC2024  ___________________________________________________________________
 OC2024  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 OC2024  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 OC2024
 OC2024  HORZ ORDER  -  THIRD
 OC2024
 OC2024.The horizontal coordinates were established by classical geodetic methods
 OC2024.and adjusted by the National Geodetic Survey in March 1998..
 OC2024
 OC2024.The orthometric height was scaled from a topographic map.
 OC2024
 OC2024.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2024
 OC2024.The geoid height was determined by GEOID03.
 OC2024
 OC2024;                    North         East     Units Scale Factor Converg.
 OC2024;SPC ME W     -    57,001.714   874,919.941   MT  0.99997440   -0 12 44.4
 OC2024;UTM  19      - 4,800,299.164   380,370.634   MT  0.99977604   -1 00 47.7
 OC2024
 OC2024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2024!SPC ME W     -   1.00000401  x   0.99997440  =   0.99997841
 OC2024!UTM  19      -   1.00000401  x   0.99977604  =   0.99978005
 OC2024
 OC2024|---------------------------------------------------------------------|
 OC2024| PID    Reference Object                     Distance      Geod. Az  |
 OC2024|                                                           dddmmss.s |
 OC2024| OC2010 BREAKWATER COURT CUPOLA             357.055 METERS 06437     |
 OC2024| OC2023 FISHING ROCK SPINDLE                APPROX. 1.1 KM 1941010.6 |
 OC2024| OC2021 KENNEBUNK BEACH ATL HOTEL ROOF      APPROX. 1.8 KM 2702908.9 |
 OC2024|---------------------------------------------------------------------|
 OC2024
 OC2024                          SUPERSEDED SURVEY CONTROL
 OC2024
 OC2024  NAD 83(1992)-  43 20 45.68636(N)    070 28 33.58130(W) AD(       ) 3
 OC2024  NAD 83(1986)-  43 20 45.69203(N)    070 28 33.58701(W) AD(       ) 3
 OC2024  NAD 27      -  43 20 45.39200(N)    070 28 35.41400(W) AD(       ) 3
 OC2024
 OC2024.Superseded values are not recommended for survey control.
 OC2024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2024.See file dsdata.txt to determine how the superseded data were derived.
 OC2024
 OC2024_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ8037100299(NAD 83)
 OC2024
 OC2024  HISTORY     - Date     Condition        Report By
 OC2024  HISTORY     - 1953     MONUMENTED       CGS
 OC2024  HISTORY     - 1954     SEE DESCRIPTION  CGS
 OC2024  HISTORY     - 1982     GOOD             USPSQD
 OC2024
 OC2024                          STATION DESCRIPTION
 OC2024
 OC2024'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (EHK)
 OC2024'THE STATION IS LOCATED ON THE E BREAKWATER, AT THE ENTRANCE TO
 OC2024'THE KENNEBUNK RIVER.  THE BREAKWATER IS CONSTRUCTED OF CUT STONE
 OC2024'AND IS REFERRED TO AS A PIER.  THE STATION IS THE FINIAL OF THE
 OC2024'LIGHT ATOP A SKELETON STEEL STRUCTURE.  THE BASE OF THE STRUCTURE
 OC2024'WAS OCCUPIED.
 OC2024'
 OC2024'THE LIGHT IS SHOWN AS NO. 159 IN THE LIGHT LIST, ATLANTIC AND
 OC2024'GULF COASTS, 1952.
 OC2024
 OC2024                          STATION RECOVERY (1954)
 OC2024
 OC2024'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 OC2024'NOTICE TO MARINERS REPORT NO. 13 DATED MARCH 27, 1954--
 OC2024'
 OC2024'KENNEBUNKPORT PIER LIGHT HAS BEEN RENAMED KENNEBUNKPORT BREAKWATER
 OC2024'LIGHT.
 OC2024
 OC2024                          STATION RECOVERY (1982)
 OC2024
 OC2024'RECOVERY NOTE BY US POWER SQUADRON 1982 (HMB)
 OC2024'KENNEBUNKPORT PIER LIGHT WAS RENAMED KENNEBUNKPORT BREAK WATER LIGHT
 OC2024'AND WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2020 ***********************************************************************
 OC2020  DESIGNATION -  KENNEBUNKPORT WATER TANK
 OC2020  PID         -  OC2020
 OC2020  STATE/COUNTY-  ME/YORK
 OC2020  USGS QUAD   -  KENNEBUNKPORT (1975)
 OC2020
 OC2020                         *CURRENT SURVEY CONTROL
 OC2020  ___________________________________________________________________
 OC2020* NAD 83(1996)-  43 22 14.26736(N)    070 26 40.11120(W)     ADJUSTED  
 OC2020* NAVD 88     -                                                        
 OC2020  ___________________________________________________________________
 OC2020  LAPLACE CORR-           2.82  (seconds)                    DEFLEC99
 OC2020  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 OC2020
 OC2020  HORZ ORDER  -  THIRD
 OC2020
 OC2020.The horizontal coordinates were established by classical geodetic methods
 OC2020.and adjusted by the National Geodetic Survey in March 1998..
 OC2020
 OC2020
 OC2020.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2020
 OC2020.The geoid height was determined by GEOID03.
 OC2020
 OC2020;                    North         East     Units Scale Factor Converg.
 OC2020;SPC ME W     -    59,726.300   877,484.588   MT  0.99997290   -0 11 26.8
 OC2020;UTM  19      - 4,802,987.085   382,972.600   MT  0.99976847   -0 59 31.4
 OC2020
 OC2020                          SUPERSEDED SURVEY CONTROL
 OC2020
 OC2020  NAD 83(1992)-  43 22 14.26608(N)    070 26 40.11251(W) AD(       ) 4
 OC2020  NAD 83(1986)-  43 22 14.27147(N)    070 26 40.11809(W) AD(       ) 4
 OC2020  NAD 27      -  43 22 13.96600(N)    070 26 41.93500(W) AD(       ) 3
 OC2020
 OC2020.Superseded values are not recommended for survey control.
 OC2020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2020.See file dsdata.txt to determine how the superseded data were derived.
 OC2020
 OC2020_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ8297302987(NAD 83)
 OC2020
 OC2020  HISTORY     - Date     Condition        Report By
 OC2020  HISTORY     - 1955     MONUMENTED       CGS
 OC2020  HISTORY     - 1982     GOOD             USPSQD
 OC2020
 OC2020                          STATION DESCRIPTION
 OC2020
 OC2020'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (MTP)
 OC2020'THIS INTERSECTION STATION IS A LARGE, PROMINENT, GREEN WATER
 OC2020'TANK SUPPORTED BY CYLINDRICAL METAL COLUMNS.  IT IS LOCATED JUST
 OC2020'EAST OF ROUTE 9, 1.8 MILES NORTH OF KENNEBUNKPORT AND .3 MILES
 OC2020'SOUTH OF THE VILLAGE OF CAPE PORPOISE.  THE STATION IS THE
 OC2020'CENTER OF THE TOP OF THE TANK.
 OC2020
 OC2020                          STATION RECOVERY (1982)
 OC2020
 OC2020'RECOVERY NOTE BY US POWER SQUADRON 1982 (HMB)
 OC2020'STATION RECOVERED GOOD.
 OC2020'
 OC2020'THIS INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION.  THE
 OC2020'1955 DESCRIPTION BY M.T.P. IS CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0918 ***********************************************************************
 PD0918  DESIGNATION -  KENNISON 1886
 PD0918  PID         -  PD0918
 PD0918  STATE/COUNTY-  ME/WASHINGTON
 PD0918  USGS QUAD   -  WHITING (1977)
 PD0918
 PD0918                         *CURRENT SURVEY CONTROL
 PD0918  ___________________________________________________________________
 PD0918* NAD 83(1996)-  44 46 50.93817(N)    067 11 28.24500(W)     ADJUSTED  
 PD0918* NAVD 88     -        73.     (meters)     240.     (feet)  SCALED    
 PD0918  ___________________________________________________________________
 PD0918  LAPLACE CORR-           5.63  (seconds)                    DEFLEC99
 PD0918  GEOID HEIGHT-         -22.56  (meters)                     GEOID03
 PD0918
 PD0918  HORZ ORDER  -  THIRD
 PD0918
 PD0918.The horizontal coordinates were established by classical geodetic methods
 PD0918.and adjusted by the National Geodetic Survey in March 1998..
 PD0918
 PD0918.The orthometric height was scaled from a topographic map.
 PD0918
 PD0918.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0918
 PD0918.The geoid height was determined by GEOID03.
 PD0918
 PD0918;                    North         East     Units Scale Factor Converg.
 PD0918;SPC ME E     -   124,621.538   403,578.794   MT  1.00003189   +0 55 19.2
 PD0918;UTM  19      - 4,960,193.759   643,105.457   MT  0.99985183   +1 16 27.6
 PD0918
 PD0918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0918!SPC ME E     -   0.99999212  x   1.00003189  =   1.00002401
 PD0918!UTM  19      -   0.99999212  x   0.99985183  =   0.99984396
 PD0918
 PD0918:                Primary Azimuth Mark                     Grid Az
 PD0918:SPC ME E     -  LITTLE 2 1886                            016 18 28.0
 PD0918:UTM  19      -  LITTLE 2 1886                            015 57 19.6
 PD0918
 PD0918|---------------------------------------------------------------------|
 PD0918| PID    Reference Object                     Distance      Geod. Az  |
 PD0918|                                                           dddmmss.s |
 PD0918| PD0920 LITTLE 2 1886                       APPROX. 8.4 KM 0171347.2 |
 PD0918| PD0917 BELLS MOUNTAIN                      APPROX. 5.2 KM 0240241.1 |
 PD0918|---------------------------------------------------------------------|
 PD0918
 PD0918                          SUPERSEDED SURVEY CONTROL
 PD0918
 PD0918  NAD 83(1992)-  44 46 50.93092(N)    067 11 28.24222(W) AD(       ) 3
 PD0918  NAD 83(1986)-  44 46 50.92803(N)    067 11 28.24494(W) AD(       ) 3
 PD0918  NAD 27      -  44 46 50.64900(N)    067 11 30.30100(W) AD(       ) 3
 PD0918
 PD0918.Superseded values are not recommended for survey control.
 PD0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0918.See file dsdata.txt to determine how the superseded data were derived.
 PD0918
 PD0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK4310560194(NAD 83)
 PD0918
 PD0918  HISTORY     - Date     Condition        Report By
 PD0918  HISTORY     - 1886     MONUMENTED       CGS
 PD0918  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0918
 PD0918                          STATION DESCRIPTION
 PD0918
 PD0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0918'STATION IS ABOUT 1 MILE SW OF WHITING, 0.1 MILE S OF THE
 PD0918'WHITING-MACHIAS ROAD (U.S. HIGHWAY 1), ON THE SUMMIT OF A
 PD0918'PROMINENT STEEP HILL KNOWN AS KENISTON MOUNTAIN.  THE W
 PD0918'SLOPES OF THE HILL ARE WOODED, BUT THE SUMMIT HAS ONLY A
 PD0918'FEW SCATTERED TREES, AND IS RATHER LEVEL WITH SEVERAL BARE
 PD0918'LEDGES SEPARATED BY GRASS AND BRUSH.  ON THE NE SIDE OF THE
 PD0918'SUMMIT, THE LEDGES DROP OFF ABRUPTLY, FORMING A FAIRLY
 PD0918'STRAIGHT, WELL-DEFINED LINE.  THE STATION IS ABOUT 16 METERS
 PD0918'NW OF THIS NE EDGE OF THE SUMMIT, ON THE MOST NE OF THE BARE
 PD0918'LEDGES, WHICH IS ABOUT 5 METERS IN DIAMETER.  THE STATION IS
 PD0918'ABOUT 5 FEET FROM THE STRAIGHT W EDGE OF THIS LEDGE AND
 PD0918'4 FEET 8 INCHES W OF THE S END OF A PROMINENT CRACK IN THE
 PD0918'LEDGE.  A SIMILAR LEDGE IS 25 METERS N OF THE STATION.
 PD0918'
 PD0918'STATION MARK IS A COPPER BOLT SET IN A DRILL HOLE IN THE
 PD0918'LEDGE AND COVERED BY A CAIRN.
 PD0918'
 PD0918'TO REACH THE STATION FROM WHITING, FOLLOW U.S. HIGHWAY 1
 PD0918'SW ABOUT 0.9 MILE TO A SERVICE STATION ACROSS THE ROAD FROM
 PD0918'KENISTON MOUNTAIN, AND CLIMB ABOUT 200 METERS TO THE SUMMIT
 PD0918'OF THE HILL AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0404 ***********************************************************************
 OB0404  DESIGNATION -  KENNISTON 1858
 OB0404  PID         -  OB0404
 OB0404  STATE/COUNTY-  ME/LINCOLN
 OB0404  USGS QUAD   -  BRISTOL (1969)
 OB0404
 OB0404                         *CURRENT SURVEY CONTROL
 OB0404  ___________________________________________________________________
 OB0404* NAD 83(1996)-  43 53 03.61587(N)    069 37 13.88017(W)     ADJUSTED  
 OB0404* NAVD 88     -        88.     (meters)     289.     (feet)  SCALED    
 OB0404  ___________________________________________________________________
 OB0404  LAPLACE CORR-           2.22  (seconds)                    DEFLEC99
 OB0404  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 OB0404
 OB0404  HORZ ORDER  -  SECOND
 OB0404
 OB0404.The horizontal coordinates were established by classical geodetic methods
 OB0404.and adjusted by the National Geodetic Survey in March 1998..
 OB0404
 OB0404.The orthometric height was scaled from a topographic map.
 OB0404
 OB0404.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0404
 OB0404.The geoid height was determined by GEOID03.
 OB0404
 OB0404;                    North         East     Units Scale Factor Converg.
 OB0404;SPC ME W     -   116,907.416   943,887.733   MT  0.99999035   +0 22 42.9
 OB0404;SPC ME E     -    24,792.909   209,961.539   MT  0.99999968   -0 46 36.5
 OB0404;UTM  19      - 4,859,213.734   450,153.595   MT  0.99963056   -0 25 48.6
 OB0404
 OB0404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0404!SPC ME W     -   0.99999024  x   0.99999035  =   0.99998059
 OB0404!SPC ME E     -   0.99999024  x   0.99999968  =   0.99998992
 OB0404!UTM  19      -   0.99999024  x   0.99963056  =   0.99962080
 OB0404
 OB0404:                Primary Azimuth Mark                     Grid Az
 OB0404:SPC ME W     -  MONHEGAN LIGHT                           117 57 58.2
 OB0404:SPC ME E     -  MONHEGAN LIGHT                           119 07 17.6
 OB0404:UTM  19      -  MONHEGAN LIGHT                           118 46 29.7
 OB0404
 OB0404|---------------------------------------------------------------------|
 OB0404| PID    Reference Object                     Distance      Geod. Az  |
 OB0404|                                                           dddmmss.s |
 OB0404| OB0378 MONHEGAN LIGHT                      APPROX.27.9 KM 1182041.1 |
 OB0404| OB0461 BARTOE RESET                        APPROX. 4.5 KM 2800112.9 |
 OB0404|---------------------------------------------------------------------|
 OB0404
 OB0404                          SUPERSEDED SURVEY CONTROL
 OB0404
 OB0404  NAD 83(1992)-  43 53 03.61511(N)    069 37 13.87513(W) AD(       ) 2
 OB0404  NAD 83(1986)-  43 53 03.62039(N)    069 37 13.88087(W) AD(       ) 2
 OB0404  NAD 27      -  43 53 03.32200(N)    069 37 15.71100(W) AD(       ) 2
 OB0404
 OB0404.Superseded values are not recommended for survey control.
 OB0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0404.See file dsdata.txt to determine how the superseded data were derived.
 OB0404
 OB0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ5015459214(NAD 83)
 OB0404
 OB0404  HISTORY     - Date     Condition        Report By
 OB0404  HISTORY     - 1858     MONUMENTED       CGS
 OB0404  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0404  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0404  HISTORY     - 1950     SEE DESCRIPTION  CGS
 OB0404
 OB0404                          STATION DESCRIPTION
 OB0404
 OB0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1858 (AWE)
 OB0404'IN BOOTHBAY CENTER OF PARISH LOT HILL, ABOUT 1 MILE E OF
 OB0404'MR. WILLIAM KENNISTONS HOUSE, ON THE NORTHERN END OF THE RIDGE WHICH
 OB0404'FORMS THE TOP OF THE HILL.  NO DESCRIPTION OF THE MARKING IS
 OB0404'GIVEN, ALTHOUGH THE STATION MAY BE MARKED.
 OB0404
 OB0404                          STATION RECOVERY (1934)
 OB0404
 OB0404'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0404'STATION IS ON THE HIGHEST PART OF THE VERY PROMINENT HILL ABOUT
 OB0404'1 MILE NE OF BOOTHBAY CENTER.
 OB0404'
 OB0404'THE STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 OB0404'HOLE IN OUTCROPPING BEDROCK.  IT IS SURROUNDED BY TALL FIRS AND
 OB0404'SPRUCES AND IS BELOW THE GENERAL GROUND LEVEL BECAUSE QUITE A
 OB0404'BIT OF EARTH HAD TO BE REMOVED TO RECOVER THE OLD DRILL HOLE.
 OB0404'
 OB0404'TWO REFERENCE MARKS, STANDARD BRONZE DISKS WEDGED IN DRILL
 OB0404'HOLES IN OUTCROPPING BEDROCK WERE ESTABLISHED.  LINE CLEARED ON
 OB0404'THE LEGS OF THE TRIANGLE FORMED BY THEM AND THE STATION.
 OB0404'
 OB0404'REFERENCE MARK NO. 1 IS S OF THE STATION.
 OB0404'
 OB0404'REFERENCE MARK NO. 2 IS W OF THE STATION.
 OB0404'
 OB0404'FROM BOOTHBAY CENTER MONUMENT, PROCEED N ON HIGHWAY 128 ABOUT
 OB0404'0.1 MILE AND TURN E ON ROAD LEADING UP THE HILL.  FOLLOW THE ROAD
 OB0404'0.4 MILE AND TURN LEFT ON A DIM WAGON ROAD JUST OPPOSITE A SMALL
 OB0404'LOG COTTAGE ON THE RIGHT.  CONTINUE ON THIS ROAD OVER THE RIDGE
 OB0404'TO A POINT ABOUT 50 METERS PAST A SMALL SHACK ON THE RIGHT.  FROM
 OB0404'HERE WALK N ACROSS A CLEARING ABOUT 1/4 MILE TO THE HIGHEST PART
 OB0404'OF THE HILL.
 OB0404
 OB0404                          STATION RECOVERY (1942)
 OB0404
 OB0404'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (HOF)
 OB0404'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED, EXCEPT FOR THE
 OB0404'FOLLOWING DISCREPANCY--
 OB0404'
 OB0404'THE STATION IS NO LONGER SURROUNDED BY TALL FIRS AND SPRUCES
 OB0404'AS THE TREES ON THE TOP OF THE HILL HAVE BEEN CUT.
 OB0404
 OB0404                          STATION RECOVERY (1950)
 OB0404
 OB0404'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WFM)
 OB0404'STATION IS ON THE HIGHEST PART OF THE VERY PROMINENT HILL ABOUT
 OB0404'1 MILE NE OF BOOTHBAY CENTER.  THE STATION MARK IS A BRONZE
 OB0404'STATION DISK WEDGED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  THE
 OB0404'TREES ON TOP OF THE HILL HAVE BEEN CUT SO THE STATION IS NOW IN
 OB0404'A CLEARING AND IS APPROXIMATELY 1 FOOT BELOW THE GENERAL GROUND
 OB0404'LEVEL.  THE TWO REFERENCE MARKS ARE BRONZE REFERENCE DISKS
 OB0404'WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.  ALL MARKS ARE
 OB0404'FIRM AND IN GOOD CONDITION.
 OB0404'
 OB0404'FROM BOOTHBAY CENTER MONUMENT PROCEED N ON HIGHWAY 128 ABOUT 0.1
 OB0404'MILE AND TURN E ON ROAD LEADING UP THE HILL.  FOLLOW THE ROAD 0.4
 OB0404'MILE AND TURN LEFT ON A DIM WAGON ROAD JUST OPPOSITE A SMALL LOG
 OB0404'COTTAGE ON THE RIGHT.  CONTINUE ON THIS ROAD TO A SMALL CLEARING
 OB0404'AT TOP OF RIDGE, THEN TURN LEFT AND FOLLOW DIM TRACK N ABOUT 1/4
 OB0404'MILE TO TOP OF HILL AND STATION SITE.  THIS STATION CAN BE
 OB0404'REACHED BY CAR IN DRY WEATHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0321 ***********************************************************************
 SF0321  DESIGNATION -  KENT
 SF0321  PID         -  SF0321
 SF0321  STATE/COUNTY-  ME/AROOSTOOK
 SF0321  USGS QUAD   -  FRENCHVILLE (1986)
 SF0321
 SF0321                         *CURRENT SURVEY CONTROL
 SF0321  ___________________________________________________________________
 SF0321* NAD 83(1996)-  47 15 59.77031(N)    068 29 45.62137(W)     ADJUSTED  
 SF0321* NAVD 88     -       426.2    (meters)    1398.     (feet)  VERTCON   
 SF0321  ___________________________________________________________________
 SF0321  LAPLACE CORR-           5.70  (seconds)                    DEFLEC99
 SF0321  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 SF0321
 SF0321  HORZ ORDER  -  FIRST
 SF0321
 SF0321.The horizontal coordinates were established by classical geodetic methods
 SF0321.and adjusted by the National Geodetic Survey in March 1998..
 SF0321
 SF0321.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0321
 SF0321.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0321
 SF0321.The geoid height was determined by GEOID03.
 SF0321
 SF0321;                    North         East     Units Scale Factor Converg.
 SF0321;SPC ME E     -   400,060.124   300,302.228   MT  0.99990000   +0 00 10.6
 SF0321;UTM  19      - 5,234,914.580   538,125.388   MT  0.99961786   +0 22 12.7
 SF0321
 SF0321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0321!SPC ME E     -   0.99993699  x   0.99990000  =   0.99983700
 SF0321!UTM  19      -   0.99993699  x   0.99961786  =   0.99955488
 SF0321
 SF0321|---------------------------------------------------------------------|
 SF0321| PID    Reference Object                     Distance      Geod. Az  |
 SF0321|                                                           dddmmss.s |
 SF0321| DA5443 KENT RM 1                            12.763 METERS 03557     |
 SF0321| DA5445 KENT RM 3                            13.168 METERS 12613     |
 SF0321| DA5444 KENT RM 2                            13.191 METERS 12619     |
 SF0321| DA5441 KENT AZ MK                                         2441117.6 |
 SF0321| DA5442 KENT AZ MK RESET                                   2443843.0 |
 SF0321| SF0387 FT KENT CAB TV MAST IBC 1976        APPROX. 3.6 KM 2501601.6 |
 SF0321|---------------------------------------------------------------------|
 SF0321
 SF0321                          SUPERSEDED SURVEY CONTROL
 SF0321
 SF0321  NAD 83(1992)-  47 15 59.76550(N)    068 29 45.61750(W) AD(       ) 1
 SF0321  NAD 83(1986)-  47 15 59.77225(N)    068 29 45.61168(W) AD(       ) 1
 SF0321  NAD 27      -  47 15 59.62800(N)    068 29 47.44800(W) AD(       ) 1
 SF0321  NGVD 29 (07/19/86)  426.3    (m)         1399.     (f) VERT ANG       
 SF0321
 SF0321.Superseded values are not recommended for survey control.
 SF0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0321.See file dsdata.txt to determine how the superseded data were derived.
 SF0321
 SF0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN3812534915(NAD 83)
 SF0321
 SF0321  HISTORY     - Date     Condition        Report By
 SF0321  HISTORY     - 1915     MONUMENTED       CGS
 SF0321  HISTORY     - 1942     SEE DESCRIPTION  CGS
 SF0321  HISTORY     - 1960     SEE DESCRIPTION  CGS
 SF0321  HISTORY     - 1975     SEE DESCRIPTION  NGS
 SF0321  HISTORY     - 1976     SEE DESCRIPTION  NGS
 SF0321
 SF0321                          STATION DESCRIPTION
 SF0321
 SF0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1915 (JLR)
 SF0321'IN FORT KENT TOWNSHIP, ABOUT 4 MILES E OF FORT KENT, MAINE, AND
 SF0321'ABOUT 2-1/2 MILES ALMOST DUE S OF BAKER BROOK, NEW BRUNSWICK.  IT
 SF0321'IS ON THE HIGHEST PART OF A CLEARLY DEFINED CONICAL-SHAPED
 SF0321'MOUNTAIN COVERED WITH SCRUB AND SOME MAPLE TREES.  THE STATION IS
 SF0321'ON LOT 8.
 SF0321'
 SF0321'STATION MARK--STANDARD COPPER BOLT OF THE GEODETIC SURVEY OF
 SF0321'CANADA SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 1-1/2 FEET IN
 SF0321'DIAMETER, AND 1-1/2 FEET HIGH, RESTING ON BEDROCK.  A PYRAMID
 SF0321'OF SMALL BOULDERS, ABOUT 2 FEET HIGH, WAS ERECTED OVER THE MARK.
 SF0321
 SF0321                          STATION RECOVERY (1942)
 SF0321
 SF0321'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 SF0321'STATION IS LOCATED ABOUT 5 MILES E OF FORT KENT, ON THE HIGHEST
 SF0321'POINT OF KENT MOUNTAIN, ON LAND OWNED BY DENNIS SOUCIE.  THE
 SF0321'MARK IS A COPPER BOLT OF THE GEODETIC SURVEY OF CANADA, SET IN AN
 SF0321'IRREGULAR MASS OF CONCRETE ABOUT 3 INCHES BELOW THE SURFACE OF THE
 SF0321'GROUND.  IT IS STAMPED G.S.C. 1915.
 SF0321'
 SF0321'REFERENCE MARK NO. 1 IS NE OF THE STATION.  IT IS A BRONZE
 SF0321'U.S.C. AND G.S. DISK WELDED TO THE TOP OF A 3-INCH IRON PIPE,
 SF0321'PROJECTING 8 INCHES AND STAMPED KENT (G.S.C.) NO. 1 1942.
 SF0321'
 SF0321'REFERENCE MARK NO. 2 IS SE OF THE STATION.  IT IS A BRONZE
 SF0321'U.S.C. AND G.S. DISK WELDED TO THE TOP OF A 3-INCH IRON PIPE,
 SF0321'PROJECTING 12 INCHES AND STAMPED KENT (G.S.C.) NO. 2 1942.
 SF0321'
 SF0321'THE AZIMUTH MARK IS SW OF THE STATION.  IS A BRONZE
 SF0321'U.S.C. AND G.S. DISK WELDED TO THE TOP OF A 3-INCH IRON PIPE,
 SF0321'PROJECTING 12 INCHES AND STAMPED KENT (G.S.C.) 1942.  IT IS 115
 SF0321'FEET S OF THE CENTER LINE OF A GRAVEL ROAD, 5 FEET N OF THE NE
 SF0321'CORNER OF AN OLD BARN AND 3 FEET E OF A WHITE REFERENCE POST.
 SF0321'
 SF0321'TO REACH THE STATION FROM THE RAILROAD DEPOT IN FORT KENT, GO E ON
 SF0321'GRAVEL ROAD FOR 0.4 MILE TO A ROAD LEFT CROSSING RAILROAD TRACKS,
 SF0321'TURN LEFT AND GO 1 MILE TO A FORKS, TAKE RIGHT FORK AND GO 2.85
 SF0321'MILES TO AN OLD BARN ON THE RIGHT AND THE AZIMUTH MARK, CONTINUE
 SF0321'1 MILE TO THE SOUCIE HOUSE ON THE LEFT, TURN LEFT INTO FARMYARD
 SF0321'AND FOLLOW A DIM FARM ROAD NW ABOUT 0.6 MILE TO FOOT OF HILL.
 SF0321'FROM THIS POINT PACK WESTERLY UP HILL TO HIGHEST POINT AND
 SF0321'STATION.  ABOUT A 5-MINUTE PACK.
 SF0321'
 SF0321'A 30-FOOT SIGNAL AT ST. HILAIRE (G.S.C.) IS VISIBLE AT 37 FEET.
 SF0321'
 SF0321'A 90-FOOT SIGNAL AT MADAWASKA (G.S.C.) IS VISIBLE AT 37 FEET.
 SF0321'
 SF0321'A 4-FOOT SIGNAL AT ST. AGATHA IS VISIBLE AT 37 FEET.
 SF0321'
 SF0321'A 90-FOOT SIGNAL AT STOCKHOLM IS VISIBLE AT 37 FEET.
 SF0321'
 SF0321'A 77-FOOT SIGNAL AT EAGLE IS VISIBLE AT 37 FEET.
 SF0321'
 SF0321'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 SF0321
 SF0321                          STATION RECOVERY (1960)
 SF0321
 SF0321'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HRL)
 SF0321'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 SF0321'AND IN GOOD CONDITION.  THE AZIMUTH MARK HAD BEEN DESTROYED.  A NEW
 SF0321'MARK WAS ESTABLISHED IN ABOUT THE SAME POSITION.
 SF0321'
 SF0321'AZIMUTH MARK IS A STANDARD DISK CEMENTED IN A DRILL-HOLE IN
 SF0321'OUTCROPPING BEDROCK THAT PROJECTS ABOUT 4 INCHES ABOVE THE
 SF0321'GROUND.  IT IS 71 FEET SOUTH OF THE CENTERLINE OF THE GRAVEL ROAD
 SF0321'AND ON THE EAST SLOPE OF THE HILL.  THE DISK IS STAMPED KENT GSC
 SF0321'1942 RESET 1960.
 SF0321'
 SF0321'THE TO-REACH IS GOOD TO THE STATION AND THE AZIMUTH MARK.
 SF0321'
 SF0321'THE STREET AT THE RAILROAD DEPOT IS NOW STATE HIGHWAY 161 AND
 SF0321'PAVED.  THE GRAVEL ROAD LEADING TO THE STATION IS CHARETTE HILL
 SF0321'ROAD AND THE OLD BARN MENTIONED AT THE AZIMUTH MARK IS GONE.
 SF0321'
 SF0321'A DIFFERENCE WAS FOUND IN THE OBSERVED DIRECTION TO REFERENCE
 SF0321'MARK NO. 2.
 SF0321'
 SF0321'HEIGHT OF LIGHT ABOVE STATION MARK 18.52 METERS.
 SF0321
 SF0321                          STATION RECOVERY (1975)
 SF0321
 SF0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CRM)
 SF0321'THE STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 WERE
 SF0321'RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK SET IN
 SF0321'1960 BY THE U.S. COAST AND GEODETIC SURVEY WAS ALSO RECOVERED
 SF0321'AND FOUND IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 SF0321'
 SF0321'THE STATION IS LOCATED ABOUT 4-1/4 MILES EAST OF FORT KENT,
 SF0321'3-1/2 MILES WEST-SOUTHWEST OF UPPER FRENCHVILLE, 2 MILES SOUTH
 SF0321'OF THE ST. JOHN RIVER, ON THE HIGHEST POINT OF A PROMINENT,
 SF0321'ROUND-TOPPED MOUNTAIN THAT IS COVERED WITH TREES AND ON PROPERTY
 SF0321'OWNED BY MR. CARL THORNGREN WHO RESIDES IN GOSHEN, NEW HAMPSHIRE.
 SF0321'
 SF0321'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 AND
 SF0321'STATE HIGHWAY 161 IN FORT KENT, GO SOUTHEAST ON STATE HIGHWAY 161
 SF0321'FOR 0.4 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO EAST FOR
 SF0321'1.0 MILE TO A Y-FORK.  TAKE THE RIGHT FORK, EAST, FOR 2.8 MILES
 SF0321'TO THE TOP OF A HILL, A FIELD ROAD ON THE RIGHT, AND THE
 SF0321'AZIMUTH MARK ON THE RIGHT, SOUTH, SIDE OF THE ROAD.  CONTINUE
 SF0321'AHEAD, EASTERLY, FOR 0.4 MILE TO A SIDE ROAD RIGHT.  CONTINUE
 SF0321'AHEAD, EAST, FOR 0.5 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 SF0321'NORTH FOR 0.3 MILE TO THE TOP OF A GRADE AND A DIM FIELD ROAD
 SF0321'ON THE LEFT.  BEAR LEFT AND GO NORTHWEST ON THE DIM FIELD
 SF0321'ROAD FOR 0.1 MILE TO A POINT WHERE THE ROAD ENTERS THE WOODS
 SF0321'AT THE NORTHWEST CORNER OF THE FIELD.  CONTINUE NORTHWEST FOR
 SF0321'0.1 MILE TO A REVERSE Y-FORK TO THE LEFT.  BEAR RIGHT AND
 SF0321'GO WESTERLY FOR 0.05 MILE TO THE END OF TRUCK TRAVEL.
 SF0321'PACK SOUTHWEST FOR ABOUT 0.15 MILE TO THE TOP OF THE HILL AND
 SF0321'THE STATION.
 SF0321'
 SF0321'THE STATION MARK, STAMPED GSC 1915, IS A COPPER PIN SET IN
 SF0321'WHAT APPEARS TO BE AN IRREGULAR SHAPED MASS OF CONCRETE THAT IS
 SF0321'IN A SLIGHT DEPRESSION.  SEVERAL TREES IN THE IMMEDIATE VICINITY
 SF0321'OF THE STATION ARE BLAZED.
 SF0321'
 SF0321'REFERENCE MARK 1, STAMPED KENT GSC NO 1 1942, IS A U.S. COAST
 SF0321'AND GEODETIC SURVEY REFERENCE MARK DISK BRAZED TO A 4-INCH CAST
 SF0321'IRON PIPE THAT PROJECTS 1 FOOT.
 SF0321'
 SF0321'REFERENCE MARK 2, STAMPED KENT GSC NO 2 1942, IS A U.S. COAST
 SF0321'AND GEODETIC SURVEY REFERENCE MARK DISK BRAZED TO A 4-INCH CAST
 SF0321'IRON PIPE THAT PROJECTS 1 FOOT.
 SF0321'
 SF0321'THE AZIMUTH MARK, STAMPED KENT GSC 1942 RESET 1960, IS A U.S.
 SF0321'COAST AND GEODETIC SURVEY AZIMUTH MARK DISK CEMENTED IN A DRILL
 SF0321'HOLE IN A ROCK OUTCROP THAT IS ON THE EAST SIDE OF A LOW
 SF0321'KNOLL.  IT IS 74 FEET SOUTH OF THE CENTERLINE OF A GRAVELED ROAD
 SF0321'AND 63 FEET EAST OF THE CENTERLINE OF A FIELD ROAD.
 SF0321'
 SF0321'IT IS 60.41 FEET OR 18.413 METERS BETWEEN THE REFERENCE MARKS.
 SF0321'
 SF0321'NOTE--THE AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND.
 SF0321
 SF0321                          STATION RECOVERY (1976)
 SF0321
 SF0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CRM)
 SF0321'THE STATION MARK, AZIMUTH MARK, AND REFRENCE MARK 1 WERE
 SF0321'RECOVERED AS DESCRIBED IN 1975 AND FOUND IN GOOD
 SF0321'CONDITION.  REFERENCE MARK 2 HAS BEEN DESTROYED AND REFERENCE
 SF0321'MARK 3 WAS ESTABLISHED.  THE 1975 DESCRIPTION IS ADEQUATE AND A
 SF0321'DESCRIPTION FOR REFERENCE MARK 3 FOLLOWS.
 SF0321'
 SF0321'REFERENCE MARK 3, STAMPED KENT GSC 3 1976, IS AN INTERNATIONAL
 SF0321'BOUNDARY COMMISSION, BRONZE, REFERENCE MARK DISK BRAZED TO AN
 SF0321'IRON PIPE THAT IS 3 INCHES IN DIAMETER AND PROJECTS 1 FOOT.
 SF0321'
 SF0321'IT IS 60.25 FEET OR 18.363 METERS BETWEEN THE REFERENCE MARK.  THE
 SF0321'AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND DUE TO TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2097 ***********************************************************************
 PE2097  DESIGNATION -  KEY
 PE2097  PID         -  PE2097
 PE2097  STATE/COUNTY-  ME/WALDO
 PE2097  USGS QUAD   -  NORTH HAVEN WEST (1983)
 PE2097
 PE2097                         *CURRENT SURVEY CONTROL
 PE2097  ___________________________________________________________________
 PE2097* NAD 83(1996)-  44 14 41.37567(N)    068 54 52.64732(W)     ADJUSTED  
 PE2097* NAVD 88     -        22.     (meters)      72.     (feet)  SCALED    
 PE2097  ___________________________________________________________________
 PE2097  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 PE2097  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 PE2097
 PE2097  HORZ ORDER  -  SECOND
 PE2097
 PE2097.The horizontal coordinates were established by classical geodetic methods
 PE2097.and adjusted by the National Geodetic Survey in March 1998..
 PE2097
 PE2097.The orthometric height was scaled from a topographic map.
 PE2097
 PE2097.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2097
 PE2097.The geoid height was determined by GEOID03.
 PE2097
 PE2097;                    North         East     Units Scale Factor Converg.
 PE2097;SPC ME E     -    64,317.322   266,884.925   MT  0.99991348   -0 17 21.5
 PE2097;UTM  19      - 4,899,069.318   506,816.715   MT  0.99960057   +0 03 34.4
 PE2097
 PE2097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2097!SPC ME E     -   1.00000050  x   0.99991348  =   0.99991398
 PE2097!UTM  19      -   1.00000050  x   0.99960057  =   0.99960107
 PE2097
 PE2097:                Primary Azimuth Mark                     Grid Az
 PE2097:SPC ME E     -  DARK HARBOR HOTEL WATER TANK             015 15 32.9
 PE2097:UTM  19      -  DARK HARBOR HOTEL WATER TANK             014 54 37.0
 PE2097
 PE2097|---------------------------------------------------------------------|
 PE2097| PID    Reference Object                     Distance      Geod. Az  |
 PE2097|                                                           dddmmss.s |
 PE2097| PE2129 DARK HARBOR HOTEL WATER TANK        APPROX. 1.7 KM 0145811.4 |
 PE2097| PE2112 CASTINE ORTHODOX CHURCH SPIRE       APPROX.18.5 KM 0294111.2 |
 PE2097| CE8060 KEY RM 2                             34.125 METERS 10632     |
 PE2097| PE2063 NORTH FOX                           APPROX. 9.9 KM 1351551.1 |
 PE2097| PE2058 NORTH HAVEN WATER TOWER             APPROX.12.8 KM 1645651.7 |
 PE2097| PE2100 MOUSE ISLAND LEDGE SPINDLE          APPROX. 5.2 KM 2034658.4 |
 PE2097| PE2264 CAMDEN WHITE CHURCH SPIRE           APPROX.12.9 KM 2513120.3 |
 PE2097| PE2278 MOUNT BATTIE MEM OBSERVATORY        APPROX.12.6 KM 2584957.5 |
 PE2097| CE8059 KEY RM 1                             29.718 METERS 34109     |
 PE2097|---------------------------------------------------------------------|
 PE2097
 PE2097                          SUPERSEDED SURVEY CONTROL
 PE2097
 PE2097  NAD 83(1992)-  44 14 41.38080(N)    068 54 52.62630(W) AD(       ) 2
 PE2097  NAD 83(1986)-  44 14 41.38408(N)    068 54 52.62859(W) AD(       ) 2
 PE2097  NAD 27      -  44 14 41.10100(N)    068 54 54.51900(W) AD(       ) 2
 PE2097
 PE2097.Superseded values are not recommended for survey control.
 PE2097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2097.See file dsdata.txt to determine how the superseded data were derived.
 PE2097
 PE2097_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ0681799069(NAD 83)
 PE2097_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PE2097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE2097
 PE2097  HISTORY     - Date     Condition        Report By
 PE2097  HISTORY     - 1934     MONUMENTED       CGS
 PE2097  HISTORY     - 1954     SEE DESCRIPTION  CGS
 PE2097
 PE2097                          STATION DESCRIPTION
 PE2097
 PE2097'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2097'STATION IS ON GULL POINT ON THE EASTERN SIDE OF SOUTH
 PE2097'ISLESBORO ISLAND, ABOUT 1 MILE N OF ITS SOUTHERN TIP.  THIS
 PE2097'ISLAND IS IN PENOBSCOT BAY ABOUT 7 MILES ENE OF CAMDEN.  IT IS
 PE2097'IN DENSE WOODS ABOUT 15 METERS NE OF THE HIGHEST PART OF GULL
 PE2097'POINT, ABOUT 70 METERS S OF A PRIVATE ROAD LEADING TO THE
 PE2097'POINT, 80 METERS FROM HIGH-WATER LINE TO THE SE, AND ABOUT 100
 PE2097'METERS S OF THE MOST SOUTHERLY HOUSE ON THE POINT.
 PE2097'
 PE2097'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE,
 PE2097'AS DESCRIBED IN NOTES 1A AND 11A.
 PE2097'
 PE2097'REFERENCE MARK NO. 1 IS N OF THE STATION TOWARDS THE ROAD.
 PE2097'
 PE2097'REFERENCE MARK NO. 2 IS SE OF THE STATION, BOTH OF THEM BEING
 PE2097'IN THE WOODS.
 PE2097'
 PE2097'IF THE STATION IS APPROACHED FROM WATER, A LANDING MAY BEST BE
 PE2097'MADE ON THE BEACH JUST N OF THE POINT AND NEAR THE HOUSE MENTIONED
 PE2097'ABOVE.
 PE2097'
 PE2097'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 PE2097
 PE2097                          STATION RECOVERY (1954)
 PE2097
 PE2097'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 PE2097'STATION WAS RECOVERED AS DESCRIBED IN 1934.  A SHORT SEARCH WAS
 PE2097'MADE FOR THE REFERENCE MARKS, BUT DUE TO THE HEAVY UNDERGROWTH
 PE2097'AN EXTENSIVE SEARCH WOULD BE NECESSARY TO RECOVER THEM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1725 ***********************************************************************
 OC1725  DESIGNATION -  KEYS
 OC1725  PID         -  OC1725
 OC1725  STATE/COUNTY-  ME/CUMBERLAND
 OC1725  USGS QUAD   -  PORTLAND EAST (1975)
 OC1725
 OC1725                         *CURRENT SURVEY CONTROL
 OC1725  ___________________________________________________________________
 OC1725* NAD 83(1996)-  43 37 37.24287(N)    070 12 45.29827(W)     ADJUSTED  
 OC1725* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 OC1725  ___________________________________________________________________
 OC1725  LAPLACE CORR-           2.78  (seconds)                    DEFLEC99
 OC1725  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 OC1725
 OC1725  HORZ ORDER  -  THIRD
 OC1725
 OC1725.The horizontal coordinates were established by classical geodetic methods
 OC1725.and adjusted by the National Geodetic Survey in March 1998..
 OC1725
 OC1725.The orthometric height was scaled from a topographic map.
 OC1725
 OC1725.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1725
 OC1725.The geoid height was determined by GEOID03.
 OC1725
 OC1725;                    North         East     Units Scale Factor Converg.
 OC1725;SPC ME W     -    88,173.571   896,294.368   MT  0.99996684   -0 01 54.0
 OC1725;UTM  19      - 4,831,161.510   402,174.926   MT  0.99971771   -0 50 12.1
 OC1725
 OC1725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1725!SPC ME W     -   1.00000318  x   0.99996684  =   0.99997002
 OC1725!UTM  19      -   1.00000318  x   0.99971771  =   0.99972089
 OC1725
 OC1725:                Primary Azimuth Mark                     Grid Az
 OC1725:SPC ME W     -  RAM ISLAND LEDGE LIGHTHOUSE              076 20 28.0
 OC1725:UTM  19      -  RAM ISLAND LEDGE LIGHTHOUSE              077 08 46.1
 OC1725
 OC1725|---------------------------------------------------------------------|
 OC1725| PID    Reference Object                     Distance      Geod. Az  |
 OC1725|                                                           dddmmss.s |
 OC1725| OC1710 RAM ISLAND LEDGE LIGHTHOUSE         APPROX. 2.1 KM 0761834.0 |
 OC1725| OC1601 WILLIAMS RESET                      374.828 METERS 15157     |
 OC1725| CE8270 KEYS RM 1                            13.500 METERS 18054     |
 OC1725| OC1743 CRF KEYS                            138.405 METERS 24735     |
 OC1725| OC1721 BC KEYS 1941                          4.790 METERS 28008     |
 OC1725| CE8271 KEYS RM 2                             5.516 METERS 33916     |
 OC1725|---------------------------------------------------------------------|
 OC1725
 OC1725                          SUPERSEDED SURVEY CONTROL
 OC1725
 OC1725  NAD 83(1992)-  43 37 37.24110(N)    070 12 45.29924(W) AD(       ) 3
 OC1725  NAD 83(1986)-  43 37 37.24711(N)    070 12 45.30478(W) AD(       ) 3
 OC1725  NAD 27      -  43 37 36.94200(N)    070 12 47.15300(W) AD(       ) 3
 OC1725
 OC1725.Superseded values are not recommended for survey control.
 OC1725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1725.See file dsdata.txt to determine how the superseded data were derived.
 OC1725
 OC1725_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0217531162(NAD 83)
 OC1725_MARKER: Z = SEE DESCRIPTION
 OC1725_SETTING: 0 = UNSPECIFIED SETTING
 OC1725
 OC1725  HISTORY     - Date     Condition        Report By
 OC1725  HISTORY     - 1941     MONUMENTED       CGS
 OC1725
 OC1725                          STATION DESCRIPTION
 OC1725
 OC1725'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1725'STATION IS LOCATED AT FORT WILLIAMS, AT BATTERY KEYES.  IT IS 15
 OC1725'FT. E OF THE CENTER OF THE INSTRUMENT BUILDING.  IT IS A STANDARD
 OC1725'STATION DISK, STAMPED KEYES 1941 AND SET IN THE TOP OF A SQUARE
 OC1725'BLOCK OF CONCRETE.
 OC1725'
 OC1725'REFERENCE MARK 1 IS A STANDARD REFERENCE-MARK DISK, STAMPED
 OC1725'KEYES NO 1 1941 AND SET IN THE SW CORNER OF THE CONCRETE PARAPET
 OC1725'SURROUNDING GUN NO. 1 AT THE SAME ELEVATION AS THE STATION.
 OC1725'
 OC1725'REFERENCE MARK 2 IS A STANDARD REFERENCE-MARK DISK, STAMPED
 OC1725'KEYES NO 2 1941 AND SET IN THE CONCRETE BASE SUPPORTING A RANGE
 OC1725'FINDER.  IT IS N OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1158 ***********************************************************************
 PF1158  DESIGNATION -  KEZAR
 PF1158  PID         -  PF1158
 PF1158  STATE/COUNTY-  ME/OXFORD
 PF1158  USGS QUAD   -  CENTER LOVELL (1963)
 PF1158
 PF1158                         *CURRENT SURVEY CONTROL
 PF1158  ___________________________________________________________________
 PF1158* NAD 83(1996)-  44 11 37.73511(N)    070 53 19.04392(W)     ADJUSTED  
 PF1158* NAVD 88     -       159.5    (meters)     523.     (feet)  VERTCON   
 PF1158  ___________________________________________________________________
 PF1158  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 PF1158  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 PF1158
 PF1158  HORZ ORDER  -  SECOND
 PF1158
 PF1158.The horizontal coordinates were established by classical geodetic methods
 PF1158.and adjusted by the National Geodetic Survey in March 1998..
 PF1158
 PF1158.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF1158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF1158
 PF1158.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1158
 PF1158.The geoid height was determined by GEOID03.
 PF1158
 PF1158;                    North         East     Units Scale Factor Converg.
 PF1158;SPC ME W     -   151,401.733   842,285.316   MT  1.00000762   -0 30 11.8
 PF1158;UTM  19      - 4,895,134.144   349,074.276   MT  0.99988015   -1 19 00.4
 PF1158
 PF1158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1158!SPC ME W     -   0.99997925  x   1.00000762  =   0.99998687
 PF1158!UTM  19      -   0.99997925  x   0.99988015  =   0.99985941
 PF1158
 PF1158|---------------------------------------------------------------------|
 PF1158| PID    Reference Object                     Distance      Geod. Az  |
 PF1158|                                                           dddmmss.s |
 PF1158| CE8061 KEZAR RM 1                           18.169 METERS 05849     |
 PF1158| PF1157 KEZAR RM 2                           19.215 METERS 11354     |
 PF1158| PF1159 KEZAR AZ MK                         459.796 METERS 3542110.6 |
 PF1158|---------------------------------------------------------------------|
 PF1158
 PF1158                          SUPERSEDED SURVEY CONTROL
 PF1158
 PF1158  NAD 83(1992)-  44 11 37.73553(N)    070 53 19.04530(W) AD(       ) 2
 PF1158  NAD 83(1986)-  44 11 37.74354(N)    070 53 19.04867(W) AD(       ) 2
 PF1158  NAD 27      -  44 11 37.49767(N)    070 53 20.79927(W) AD(       ) 2
 PF1158  NGVD 29 (07/19/86)  159.6    (m)          524.     (f) VERT ANG       
 PF1158
 PF1158.Superseded values are not recommended for survey control.
 PF1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1158.See file dsdata.txt to determine how the superseded data were derived.
 PF1158
 PF1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ4907495134(NAD 83)
 PF1158_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PF1158_SETTING: 80 = SET IN A BOULDER
 PF1158_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 PF1158
 PF1158  HISTORY     - Date     Condition        Report By
 PF1158  HISTORY     - 1976     MONUMENTED       NGS
 PF1158  HISTORY     - 20050715 POOR             GEOCAC
 PF1158
 PF1158                          STATION DESCRIPTION
 PF1158
 PF1158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 PF1158'THE STATION IS LOCATED WITHIN THE RIGHT-OF-WAY OF STATE ROUTE
 PF1158'5, ABOUT 1 MILE NORTH OF CENTER LOVELL, 3.5 MILES SOUTH OF
 PF1158'NORTH LOVELL AND 5.5 MILES SOUTHWEST OF EAST STONEHAM.
 PF1158'
 PF1158'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 5 AND
 PF1158'5A IN CENTER LOVELL, GO NORTH ON STATE ROUTE 5 FOR 1.4 MILES
 PF1158'TO THE STATION ON THE LEFT UNDER A LARGE MAPLE TREE AND NEAR A
 PF1158'STONEWALL.
 PF1158'
 PF1158'THE STATION MARK, STAMPED---KEZAR 1976---, IS A STANDARD DISK
 PF1158'CEMENTED IN THE TOP OF A 3 FOOT BY 3 FOOT BOULDER THAT
 PF1158'PROJECTS 1 FOOT ABOVE THE GROUND SURFACE. IT IS 36.0 FEET
 PF1158'WEST OF THE CENTERLINE OF STATE ROUTE 5, 5.0 FEET EAST OF A
 PF1158'STONEWALL AND 105.5 FEET SOUTH OF A HIGHWAY PROJECT MARKER.
 PF1158'
 PF1158'REFERENCE MARK 1, STAMPED---KEZAR NO 1 1976---, IS A STANDARD
 PF1158'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 PF1158'THAT IS FLUSH WITH THE GROUND.  IT IS 18.0 FEET EAST OF THE
 PF1158'CENTERLINE OF STATE ROUTE 5, 3.0 FEET NORTH OF A METAL WITNESS
 PF1158'POST AND 94.0 FEET SOUTHEAST OF A HIGHWAY PROJECT MARKER.
 PF1158'
 PF1158'REFERENCE MARK 2, STAMPED---KEZAR NO 2 1976---, IS A STANDARD
 PF1158'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 PF1158'THAT IS FLUSH WITH THE GROUND.  IT IS 18.5 FEET EAST OF THE
 PF1158'CENTERLINE OF STATE ROUTE 5, 2.5 FEET NORTH OF A METAL WITNESS
 PF1158'POST AND 145.5 FEET SOUTH-SOUTHEAST OF A HIGHWAY PROJECT
 PF1158'MARKER.
 PF1158'
 PF1158'THE AZIMUTH MARK, STAMPED---KEZAR 1976---, IS A STANDARD DISK
 PF1158'CEMENTED IN THE TOP OF A BOULDER THAT PROJECTS 3 INCHES ABOVE
 PF1158'THE GROUND SURFACE.  IT IS 84.0 FEET WEST-NORTHWEST OF THE
 PF1158'CENTERLINE OF STATE ROUTE 5, 42.5 FEET EAST-SOUTHEAST OF THE
 PF1158'WOODS LINE AND 123.0 FEET SOUTH-SOUTHWEST OF A GRAVELED ROAD.
 PF1158'
 PF1158'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON STATE
 PF1158'ROUTE 5 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.
 PF1158'
 PF1158'DESCRIBED BY DENNIS A. HOAR.
 PF1158
 PF1158                          STATION RECOVERY (2005)
 PF1158
 PF1158'RECOVERY NOTE BY GEOCACHING 2005 (JKS)
 PF1158'MAIN STATION MARK WAS RECOVERED AT THE DESCRIBED LOCATION IN POOR
 PF1158'CONDITION. IT IS DENTED, HEAVILY PITTED, AND THE WORD KEZAR CAN HARDLY
 PF1158'BE MADE OUT.
 PF1158' 
 PF1158'WAS UNABLE TO LOCATE RM NO. 1
 PF1158' 
 PF1158'WAS UNABLE TO LOCATE RM NO. 2
 PF1158' 
 PF1158'THE AZIMUTH MARK WAS RECOVERED. SEE LOG AT PF1159. SUBMITTED BY J.K.
 PF1158'SNYDER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1159 ***********************************************************************
 PF1159  DESIGNATION -  KEZAR AZ MK
 PF1159  PID         -  PF1159
 PF1159  STATE/COUNTY-  ME/OXFORD
 PF1159  USGS QUAD   -  CENTER LOVELL (1963)
 PF1159
 PF1159                         *CURRENT SURVEY CONTROL
 PF1159  ___________________________________________________________________
 PF1159* NAD 83(1996)-  44 11 52.55952(N)    070 53 21.08145(W)     ADJUSTED  
 PF1159* NAVD 88     -       152.9    (meters)     502.     (feet)  VERTCON   
 PF1159  ___________________________________________________________________
 PF1159  LAPLACE CORR-           2.21  (seconds)                    DEFLEC99
 PF1159  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 PF1159
 PF1159  HORZ ORDER  -  SECOND
 PF1159
 PF1159.The horizontal coordinates were established by classical geodetic methods
 PF1159.and adjusted by the National Geodetic Survey in March 1998..
 PF1159
 PF1159.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF1159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF1159
 PF1159.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1159
 PF1159.The geoid height was determined by GEOID03.
 PF1159
 PF1159;                    North         East     Units Scale Factor Converg.
 PF1159;SPC ME W     -   151,859.680   842,244.093   MT  1.00000768   -0 30 13.4
 PF1159;UTM  19      - 4,895,592.572   349,039.564   MT  0.99988028   -1 19 02.2
 PF1159
 PF1159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1159!SPC ME W     -   0.99998029  x   1.00000768  =   0.99998797
 PF1159!UTM  19      -   0.99998029  x   0.99988028  =   0.99986057
 PF1159
 PF1159:                Primary Azimuth Mark                     Grid Az
 PF1159:SPC ME W     -  KEZAR RM 2                               172 48 58.5
 PF1159:UTM  19      -  KEZAR RM 2                               173 37 47.3
 PF1159
 PF1159|---------------------------------------------------------------------|
 PF1159| PID    Reference Object                     Distance      Geod. Az  |
 PF1159|                                                           dddmmss.s |
 PF1159| PF1157 KEZAR RM 2                          469.569 METERS 1721845.1 |
 PF1159| PF1158 KEZAR                               459.796 METERS 1742109.2 |
 PF1159|---------------------------------------------------------------------|
 PF1159
 PF1159                          SUPERSEDED SURVEY CONTROL
 PF1159
 PF1159  NAD 83(1992)-  44 11 52.55995(N)    070 53 21.08281(W) AD(       ) 2
 PF1159  NAD 83(1986)-  44 11 52.56796(N)    070 53 21.08616(W) AD(       ) 2
 PF1159  NAD 27      -  44 11 52.32218(N)    070 53 22.83652(W) AD(       ) 2
 PF1159  NGVD 29 (07/19/86)  153.0    (m)          502.     (f) VERT ANG       
 PF1159
 PF1159.Superseded values are not recommended for survey control.
 PF1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1159.See file dsdata.txt to determine how the superseded data were derived.
 PF1159
 PF1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ4904095593(NAD 83)
 PF1159_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PF1159_SETTING: 80 = SET IN A BOULDER
 PF1159_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 PF1159_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PF1159+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2005
 PF1159
 PF1159  HISTORY     - Date     Condition        Report By
 PF1159  HISTORY     - 1976     MONUMENTED       NGS
 PF1159  HISTORY     - 20050715 GOOD             GEOCAC
 PF1159
 PF1159                          STATION DESCRIPTION
 PF1159
 PF1159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 PF1159'THIS STATION WAS ESTABLISHED BY AN EDM MEASUREMENT FROM
 PF1159'TRAVERSE STATION KEZAR. SEE DESCRIPTION THEREOF.
 PF1159'
 PF1159'DESCRIBED BY JERRY E. ELLINGWOOD.
 PF1159'
 PF1159'THE HEIGHT OF LIGHT ABOVE THE STATION WAS 1.0 METER.
 PF1159
 PF1159                          STATION RECOVERY (2005)
 PF1159
 PF1159'RECOVERY NOTE BY GEOCACHING 2005 (JKS)
 PF1159'RECOVERED IN GOOD CONDITION AT THE DESCRIBED LOCATION. ABOUT 90 FEET
 PF1159'OFF THE EDGE OF THE ROAD AND COMPLETELY OVERGROWN. SEE PF1158 FOR
 PF1159'DESCRIPTION. SUBMITTED BY J.K. SNYDER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0248 ***********************************************************************
 QH0248  DESIGNATION -  KIBBY
 QH0248  PID         -  QH0248
 QH0248  STATE/COUNTY-  ME/FRANKLIN
 QH0248  USGS QUAD   -  KIBBY MOUNTAIN (1970)
 QH0248
 QH0248                         *CURRENT SURVEY CONTROL
 QH0248  ___________________________________________________________________
 QH0248* NAD 83(1996)-  45 25 07.48843(N)    070 32 39.59337(W)     ADJUSTED  
 QH0248* NAVD 88     -      1113.     (meters)    3652.     (feet)  SCALED    
 QH0248  ___________________________________________________________________
 QH0248  LAPLACE CORR-           4.23  (seconds)                    DEFLEC99
 QH0248  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 QH0248
 QH0248  HORZ ORDER  -  FIRST
 QH0248
 QH0248.The horizontal coordinates were established by classical geodetic methods
 QH0248.and adjusted by the National Geodetic Survey in March 1998..
 QH0248
 QH0248.The orthometric height was scaled from a topographic map.
 QH0248
 QH0248.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0248
 QH0248.The geoid height was determined by GEOID03.
 QH0248
 QH0248;                    North         East     Units Scale Factor Converg.
 QH0248;SPC ME W     -   287,337.279   870,441.010   MT  0.99997741   -0 16 08.4
 QH0248;UTM  19      - 5,030,629.525   379,173.094   MT  0.99977950   -1 06 00.3
 QH0248
 QH0248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0248!SPC ME W     -   0.99982954  x   0.99997741  =   0.99980695
 QH0248!UTM  19      -   0.99982954  x   0.99977950  =   0.99960907
 QH0248
 QH0248|---------------------------------------------------------------------|
 QH0248| PID    Reference Object                     Distance      Geod. Az  |
 QH0248|                                                           dddmmss.s |
 QH0248| DA5119 KIBBY RM 1                            6.052 METERS 13409     |
 QH0248| QH0255 KIBBY IBC                             0.696 METERS 13451     |
 QH0248| QH0486 MEGANTIC                            APPROX.45.2 KM 2741616.3 |
 QH0248| DA5120 KIBBY RM 2                            5.468 METERS 35641     |
 QH0248|---------------------------------------------------------------------|
 QH0248
 QH0248                          SUPERSEDED SURVEY CONTROL
 QH0248
 QH0248  NAD 83(1992)-  45 25 07.48612(N)    070 32 39.58763(W) AD(       ) 1
 QH0248  NAD 83(1992)-  45 25 07.49086(N)    070 32 39.58638(W) AD(       ) 1
 QH0248  NAD 83(1986)-  45 25 07.48805(N)    070 32 39.59627(W) AD(       ) 1
 QH0248  NAD 27      -  45 25 07.31300(N)    070 32 41.34400(W) AD(       ) 1
 QH0248
 QH0248.Superseded values are not recommended for survey control.
 QH0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0248.See file dsdata.txt to determine how the superseded data were derived.
 QH0248
 QH0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL7917330630(NAD 83)
 QH0248
 QH0248  HISTORY     - Date     Condition        Report By
 QH0248  HISTORY     - 1928     MONUMENTED       CGS
 QH0248  HISTORY     - 1941     SEE DESCRIPTION  IBC
 QH0248  HISTORY     - 20060713 POOR             GEOCAC
 QH0248
 QH0248                          STATION DESCRIPTION
 QH0248
 QH0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (CAS)
 QH0248'STATION IS UNDER THE LOOKOUT TOWER ON THE HIGHEST PART OF
 QH0248'KIBBY MOUNTAIN.
 QH0248'
 QH0248'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 QH0248'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 QH0248'
 QH0248'THE TOP OF THE MOUNTAIN IS BARE, BUT SCRUB BRUSH AND SPRUCE IS
 QH0248'GROWING JUST A FEW FEET BELOW THE SUMMIT.  THERE IS A SMALL
 QH0248'CABIN ON TOP OF THE MOUNTAIN, ABOUT 75 YARDS N OF THE
 QH0248'STATION.  THERE IS NO OLD STATION MARK UNDER THE TOWER.  THE
 QH0248'REMAINS OF AN OLD TOWER THAT HAS BLOWN DOWN ARE TO THE E OF
 QH0248'THE STATION.  A STATION MARK MIGHT HAVE BEEN UNDER THAT TOWER,
 QH0248'BUT IT COULD NOT BE FOUND.
 QH0248'
 QH0248'TO REACH FROM JACKMAN, TAKE THE TRAIN TO SKINNER, MAINE.  FROM
 QH0248'SKINNER TAKE THE TRAIL TO THE KIBBY MOUNTAIN LOOKOUT.  IT IS
 QH0248'A WELL MARKED TRAIL ALL THE WAY ALONG A TELEPHONE LINE.  IT IS
 QH0248'ABOUT 10 MILES FROM SKINNER TO THE LOOKOUT CAMP AND ABOUT A
 QH0248'MILE FROM THE CAMP TO THE STATION.  A TEAM AND WAGON CAN BE
 QH0248'TAKEN AS FAR AS THE CAMP.  ABOUT 5 MILES FROM SKINNER A TRAIL
 QH0248'TURNS TO THE LEFT GOING TO TUMBLEDOWN MOUNTAIN.  OTHER TRAILS
 QH0248'BRANCH OFF AT INTERVALS, BUT THE ONE TO FOLLOW AT ALL TIMES
 QH0248'IS THE ONE ALONG THE TELEPHONE LINE.  STATION MAY ALSO BE
 QH0248'REACHED FROM MEGANTIC BY TAKING THE TRAIN TO SKINNER, ABOUT
 QH0248'20 MILES DISTANT.
 QH0248'
 QH0248'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.18 METERS.
 QH0248
 QH0248                          STATION RECOVERY (1941)
 QH0248
 QH0248'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941 (JH)
 QH0248'STATION FOUND AS DESCRIBED.  REFERENCE MARK 2 WAS FOUND LOOSE
 QH0248'AND ARRANGEMENTS WERE MADE TO HAVE FIRE WARDEN CEMENT IT IN
 QH0248'THE DRILL HOLE WITH THE ARROW POINTING TOWARD THE CENTER
 QH0248'MARK.  THE INTERNATIONAL BOUNDARY COMMISSION TRIANGULATION
 QH0248'STATION KIBBY 1915 WAS RECOVERED AND FOUND UNDER THE EXACT
 QH0248'CENTER OF THE LOOKOUT TOWER MARKED BY A 2-INCH BRONZE DISK.
 QH0248'THIS MARK WAS FOUND COVERED WITH AN INCH OF DIRT.  IN 1915,
 QH0248'THERE WAS A 50-FOOT STEEL TOWER ON KIBBY MOUNTAIN.  IN 1925, A
 QH0248'SEVERE SLEET AND WIND STORM BENT THE UPPER PART OF THE
 QH0248'TOWER DOWN TO THE GROUND.  REPAIRS WERE MADE BY RESTORING
 QH0248'THE LOWER 15 FEET OF THE STEEL TOWER TO GOOD CONDITION AND
 QH0248'ERECTING A LOOKOUT HOUSE THEREON.  THE TOWER IS ON ITS ORIGINAL
 QH0248'FOUNDATION.  THE UPPER PORTION OF THE TOWER IS ON THE GROUND
 QH0248'E OF THE STATION.  THE 1928 DESCRIPTION OF KIBBY REFERS TO
 QH0248'THIS AS THE REMAINS OF AN OLD TOWER.
 QH0248
 QH0248                          STATION RECOVERY (2006)
 QH0248
 QH0248'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 QH0248'THE STATION WAS FOUND WITH THE DISK MISSING BUT WITH THE IMPRESSION OF
 QH0248'THE DISK VISIBLE AND THE STEM PRESENT.  RM 2 WAS ALSO MISSING BUT THE
 QH0248'DRILL HOLE AND IMPRESSION IN THE ROCK WAS LOCATED EXACTLY AS PER THE
 QH0248'DATASHEET.  RM1 WAS NOT FOUND.
 QH0248' 
 QH0248'AS A FURTHER REFERENCE CHECK, THE DISTANCE AND BEARING OF THE STATION
 QH0248'WAS MADE TO THE EXACT CENTER OF THE OBSERVATION TOWER (THE LOCATION OF
 QH0248'QH0255 'KIBBY IBC') AND THIS REFERENCE MEASUREMENT CHECKED AS WELL.
 QH0248' 
 QH0248'KIBBY IBC WAS NOT FOUND.  THERE WAS A LARGE PILE OF ROCKS AT IT'S
 QH0248'LOCATION SO IT MAY STILL EXISTS UNDER THESE ROCKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0255 ***********************************************************************
 QH0255  DESIGNATION -  KIBBY IBC
 QH0255  PID         -  QH0255
 QH0255  STATE/COUNTY-  ME/FRANKLIN
 QH0255  USGS QUAD   -  KIBBY MOUNTAIN (1970)
 QH0255
 QH0255                         *CURRENT SURVEY CONTROL
 QH0255  ___________________________________________________________________
 QH0255* NAD 83(1996)-  45 25 07.47253(N)    070 32 39.57067(W)     ADJUSTED  
 QH0255* NAVD 88     -      1113.     (meters)    3652.     (feet)  SCALED    
 QH0255  ___________________________________________________________________
 QH0255  LAPLACE CORR-           4.23  (seconds)                    DEFLEC99
 QH0255  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 QH0255
 QH0255  HORZ ORDER  -  SECOND
 QH0255
 QH0255.The horizontal coordinates were established by classical geodetic methods
 QH0255.and adjusted by the National Geodetic Survey in March 1998..
 QH0255
 QH0255.The orthometric height was scaled from a topographic map.
 QH0255
 QH0255.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0255
 QH0255.The geoid height was determined by GEOID03.
 QH0255
 QH0255;                    North         East     Units Scale Factor Converg.
 QH0255;SPC ME W     -   287,336.786   870,441.501   MT  0.99997740   -0 16 08.4
 QH0255;UTM  19      - 5,030,629.025   379,173.578   MT  0.99977950   -1 06 00.3
 QH0255
 QH0255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0255!SPC ME W     -   0.99982954  x   0.99997740  =   0.99980694
 QH0255!UTM  19      -   0.99982954  x   0.99977950  =   0.99960907
 QH0255
 QH0255:                Primary Azimuth Mark                     Grid Az
 QH0255:SPC ME W     -  STE CECILE IBC                           312 31 21.2
 QH0255:UTM  19      -  STE CECILE IBC                           313 21 13.1
 QH0255
 QH0255|---------------------------------------------------------------------|
 QH0255| PID    Reference Object                     Distance      Geod. Az  |
 QH0255|                                                           dddmmss.s |
 QH0255| CR1589 STE CECILE IBC                                     3121512.8 |
 QH0255|---------------------------------------------------------------------|
 QH0255
 QH0255                          SUPERSEDED SURVEY CONTROL
 QH0255
 QH0255  NAD 83(1992)-  45 25 07.47023(N)    070 32 39.56494(W) AD(       ) 2
 QH0255  NAD 83(1992)-  45 25 07.47495(N)    070 32 39.56366(W) AD(       ) 2
 QH0255  NAD 83(1986)-  45 25 07.47215(N)    070 32 39.57356(W) AD(       ) 2
 QH0255  NAD 27      -  45 25 07.29700(N)    070 32 41.32100(W) AD(       ) 2
 QH0255
 QH0255.Superseded values are not recommended for survey control.
 QH0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0255.See file dsdata.txt to determine how the superseded data were derived.
 QH0255
 QH0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL7917430629(NAD 83)
 QH0255_MARKER: DD = SURVEY DISK
 QH0255_SETTING: 66 = SET IN ROCK OUTCROP
 QH0255_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 QH0255_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QH0255+STABILITY: POSITION/ELEVATION WELL
 QH0255
 QH0255  HISTORY     - Date     Condition        Report By
 QH0255  HISTORY     - 1915     MONUMENTED       IBC
 QH0255  HISTORY     - 20060714 MARK NOT FOUND   GEOCAC
 QH0255
 QH0255                          STATION DESCRIPTION
 QH0255
 QH0255'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1915 (JH)
 QH0255'IN TOWNSHIP 7, RANGE 1, ON KIBBY MOUNTAIN, ABOUT 10 MILES SOUTH OF
 QH0255'SKINNER, ME, POST OFFICE, AND ABOUT 4 MILES EAST OF THE INTERNATIONAL
 QH0255'BOUNDARY.  THE STATION IS ON THE HIGHEST POINT OF THE MOUNTAIN AND
 QH0255'IS CENTERED UNDER THE FIRE STATION LOOKOUT TOWER.
 QH0255'
 QH0255'STATION MARK--A BRONZE DISK CEMENTED IN A DRILL HOLE IN ROCK.
 QH0255
 QH0255                          STATION RECOVERY (2006)
 QH0255
 QH0255'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 QH0255'THE STATION WAS NOT RECOVERED, NOT FOUND.
 QH0255' 
 QH0255'THE 1928 CGS STATION KIBBY WAS FOUND (ALTHOUGH IN POOR CONDITION WITH
 QH0255'ONLY THE STEM AND IMPRESSION IN THE ROCK REMAINING) AND MEASUREMENTS
 QH0255'WERE MADE FROM THAT STATION AS PER ITS DATA SHEET TO DETERMINE THE
 QH0255'LOCATION OF THIS STATION. AS A CROSS CHECK, THESE MEASUREMENTS AGREED
 QH0255'WITH MEASUREMENTS OF THE EXACT CENTER OF THE BASE OF THE TOWER.
 QH0255' 
 QH0255'KIBBY IBC WAS NOT FOUND.  THERE WAS A LARGE PILE OF ROCKS AT IT'S
 QH0255'LOCATION SO IT MAY STILL EXISTS UNDER THESE ROCKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0898 ***********************************************************************
 PD0898  DESIGNATION -  KIMBALL RESET
 PD0898  PID         -  PD0898
 PD0898  STATE/COUNTY-  ME/WASHINGTON
 PD0898  USGS QUAD   -  WEST LUBEC (1975)
 PD0898
 PD0898                         *CURRENT SURVEY CONTROL
 PD0898  ___________________________________________________________________
 PD0898* NAD 83(1996)-  44 48 05.05467(N)    067 00 24.20770(W)     ADJUSTED  
 PD0898* NAVD 88     -        58.2    (meters)     191.     (feet)  VERTCON   
 PD0898  ___________________________________________________________________
 PD0898  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 PD0898  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 PD0898
 PD0898  HORZ ORDER  -  SECOND
 PD0898
 PD0898.The horizontal coordinates were established by classical geodetic methods
 PD0898.and adjusted by the National Geodetic Survey in March 1998..
 PD0898
 PD0898.The NAVD 88 height was computed by applying the VERTCON shift value to
 PD0898.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PD0898
 PD0898.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0898
 PD0898.The geoid height was determined by GEOID03.
 PD0898
 PD0898;                    North         East     Units Scale Factor Converg.
 PD0898;SPC ME E     -   127,160.691   418,134.379   MT  1.00007156   +1 03 08.5
 PD0898;UTM  19      - 4,962,821.937   657,642.634   MT  0.99990560   +1 24 17.5
 PD0898
 PD0898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0898!SPC ME E     -   0.99999437  x   1.00007156  =   1.00006593
 PD0898!UTM  19      -   0.99999437  x   0.99990560  =   0.99989997
 PD0898
 PD0898:                Primary Azimuth Mark                     Grid Az
 PD0898:SPC ME E     -  LUBEC CHANNEL LH FINIAL                  026 42 08.8
 PD0898:UTM  19      -  LUBEC CHANNEL LH FINIAL                  026 20 59.8
 PD0898
 PD0898|---------------------------------------------------------------------|
 PD0898| PID    Reference Object                     Distance      Geod. Az  |
 PD0898|                                                           dddmmss.s |
 PD0898| PD0709 LUBEC CHANNEL LH FINIAL             APPROX. 5.1 KM 0274517.3 |
 PD0898| PD0721 QUODDY HEAD LOOKOUT TOWER           APPROX. 3.7 KM 0660440.1 |
 PD0898| PD0690 QUODDY                              APPROX. 3.8 KM 0673317.8 |
 PD0898| CE8062 KIMBALL RM 1                          6.922 METERS 08318     |
 PD0898| CE8063 KIMBALL RM 2                          4.685 METERS 25824     |
 PD0898| PD0856 REDOUBT HILL TANK                   APPROX.13.2 KM 3580359.5 |
 PD0898|---------------------------------------------------------------------|
 PD0898
 PD0898                          SUPERSEDED SURVEY CONTROL
 PD0898
 PD0898  NAD 83(1992)-  44 48 05.04527(N)    067 00 24.21683(W) AD(       ) 2
 PD0898  NAD 83(1986)-  44 48 05.04276(N)    067 00 24.21807(W) AD(       ) 2
 PD0898  NAD 27      -  44 48 04.75700(N)    067 00 26.29600(W) AD(       ) 2
 PD0898  NGVD 29 (07/19/86)   58.4    (m)          192.     (f) VERT ANG       
 PD0898
 PD0898.Superseded values are not recommended for survey control.
 PD0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0898.See file dsdata.txt to determine how the superseded data were derived.
 PD0898
 PD0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5764362822(NAD 83)
 PD0898_MARKER: H = DRILL HOLE
 PD0898_SETTING: 0 = UNSPECIFIED SETTING
 PD0898
 PD0898  HISTORY     - Date     Condition        Report By
 PD0898  HISTORY     - 1960     MONUMENTED       CGS
 PD0898  HISTORY     - 1946     GOOD             CGS
 PD0898  HISTORY     - 1960     SEE DESCRIPTION  CGS
 PD0898
 PD0898                          STATION DESCRIPTION
 PD0898
 PD0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0898'STATION IS ON A ROCKY HILL ABOUT 1-1/2 MILES W OF CARRYING
 PD0898'PLACE COVE, AND ABOUT 85 METERS S OF THE ROAD FROM QUODDY HEAD
 PD0898'TO BAILEYS MISTAKE, AT A POINT 1.1 MILES W OF ITS JUNCTION WITH
 PD0898'THE N-S ROAD LEADING TO LUBEC, MAINE.  THE STATION IS 3.5 METERS
 PD0898'E OF THE HIGHEST POINT OF THE HIGHEST LEDGE IN THE VICINITY,
 PD0898'AND IS LARGELY SURROUNDED BY WOODS.  IT IS 1.7 METERS N OF THE
 PD0898'STEEP E-W BLUFF AT THE S EDGE OF THE BARE LEDGE IT IS ON.
 PD0898'
 PD0898'STATION MARK IS A 1/2-INCH DRILL HOLE 1-3/4 INCHES DEEP,
 PD0898'SURROUNDED BY AN 8-INCH TRIANGLE CUT IN THE ROCK.
 PD0898
 PD0898                          STATION RECOVERY (1960)
 PD0898
 PD0898'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HRL)
 PD0898'STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 PD0898'CONDITION.  A STATION DISK WAS CEMENTED IN THE DRILLHOLE WHICH
 PD0898'MARKED THE ORIGINAL STATION AND REFERENCE MARKS NO. 1 AND 2
 PD0898'WERE ESTABLISHED.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 PD0898'
 PD0898'STATION IS LOCATED ON A ROCK HILL ABOUT 1-1/2 MILES WEST OF
 PD0898'CARRYING PLACE COVE, ABOUT 4 MILES SOUTH OF LUBEC, ABOUT 3
 PD0898'MILES NORTHEAST OF BAILEYS MISTAKE COVE AND 3-1/4 MILES EAST OF
 PD0898'WEST LUBEC.  STATION, A STANDARD DISK CEMENTED IN A DRILLHOLE
 PD0898'IN ROCK AND STAMPED KIMBALL 1883 1960 IS 13-1/2 FEET SOUTHEAST
 PD0898'OF A 4 INCH SPRUCE TREE, 12-1/2 FEET SOUTH OF A 4 INCH SPRUCE
 PD0898'TREE AND 9 FEET NORTH OF A 5 INCH SPRUCE TREE.
 PD0898'
 PD0898'TO REACH FROM THE POST OFFICE IN CUTLER, GO NORTHERLY ON STATE
 PD0898'HIGHWAY NO. 191 FOR 11.5 MILES TO A SIDE ROAD RIGHT AND
 PD0898'FITZHENRYS STORE ON RIGHT.  TURN RIGHT AND GO EASTERLY FOR 1.3
 PD0898'MILES TO FORKS.  TAKE LEFT FORK AND GO EASTERLY FOR 0.9 MILE TO
 PD0898'A FARM DRIVEWAY ON RIGHT.  CONTINUE NORTHERLY ON MAIN ROAD FOR
 PD0898'2.3 MILES TO A CLEARED AREA ON LEFT AT TOP OF HILL AND END OF
 PD0898'TRUCK TRAVEL.  PACK NORTHERLY FOR ABOUT 500 FEET TO TELEPHONE
 PD0898'POLE NO. 965 ON LEFT.  TURN RIGHT AND GO EASTERLY ON DIM TRAIL
 PD0898'FOR 0.1 MILE TO STATION ON TOP OF A LARGE ROCK AS DESCRIBED.
 PD0898'
 PD0898'REFERENCE MARK NO. 1, A STANDARD DISK CEMENTED IN A DRILLHOLE
 PD0898'IN ROCK AND STAMPED KIMBALL NO 1 1883 1960 IS 21-1/2 FEET EAST
 PD0898'OF A 4 INCH SPRUCE TREE, 2-1/2 FEET SOUTH OF A ROCK LEDGE, 2
 PD0898'1/2 FEET NORTH OF ROCK LEDGE AND 2-1/2 FEET WEST OF A ROCK LEDGE.
 PD0898'
 PD0898'REFERENCE MARK NO. 2, A STANDARD DISK CEMENTED FLUSH IN A
 PD0898'DRILLHOLE IN ROCK AND STAMPED KIMBALL NO 2 1883 1960 IS 17 FEET
 PD0898'SOUTHEAST OF A 4 INCH SPRUCE TREE AND ON TOP OF A SHARP ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1370 ***********************************************************************
 QG1370  DESIGNATION -  KINEO
 QG1370  PID         -  QG1370
 QG1370  STATE/COUNTY-  ME/PISCATAQUIS
 QG1370  USGS QUAD   -  MOUNT KINEO (1989)
 QG1370
 QG1370                         *CURRENT SURVEY CONTROL
 QG1370  ___________________________________________________________________
 QG1370* NAD 83(1996)-  45 41 59.18510(N)    069 44 01.47913(W)     ADJUSTED  
 QG1370* NAVD 88     -       545.0    (meters)    1788.     (feet)  VERTCON   
 QG1370  ___________________________________________________________________
 QG1370  LAPLACE CORR-           3.55  (seconds)                    DEFLEC99
 QG1370  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 QG1370
 QG1370  HORZ ORDER  -  SECOND
 QG1370
 QG1370.The horizontal coordinates were established by classical geodetic methods
 QG1370.and adjusted by the National Geodetic Survey in March 1998..
 QG1370
 QG1370.The NAVD 88 height was computed by applying the VERTCON shift value to
 QG1370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QG1370
 QG1370.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1370
 QG1370.The geoid height was determined by GEOID03.
 QG1370
 QG1370;                    North         East     Units Scale Factor Converg.
 QG1370;SPC ME E     -   226,647.980   203,924.314   MT  1.00001345   -0 52 59.0
 QG1370;UTM  19      - 5,060,952.942   442,878.023   MT  0.99964011   -0 31 30.5
 QG1370
 QG1370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1370!SPC ME E     -   0.99991846  x   1.00001345  =   0.99993191
 QG1370!UTM  19      -   0.99991846  x   0.99964011  =   0.99955860
 QG1370
 QG1370|---------------------------------------------------------------------|
 QG1370| PID    Reference Object                     Distance      Geod. Az  |
 QG1370|                                                           dddmmss.s |
 QG1370| QG1371 MT KINEO LOOKOUT TOWER 1955           2.571 METERS 03721     |
 QG1370| DA5121 KINEO RM 1                           10.538 METERS 05318     |
 QG1370| QH0110 MT WILLIAMS LOOKOUT TOWER           APPROX.26.9 KM 2325803.3 |
 QG1370| QG0874 Z 99                                               2352551.8 |
 QG1370| DA5122 KINEO RM 2                           12.313 METERS 28836     |
 QG1370| QG1369 KINEO USGS 1955                       2.457 METERS 30821     |
 QG1370|---------------------------------------------------------------------|
 QG1370
 QG1370                          SUPERSEDED SURVEY CONTROL
 QG1370
 QG1370  NAD 83(1992)-  45 41 59.18424(N)    069 44 01.47268(W) AD(       ) 2
 QG1370  NAD 83(1986)-  45 41 59.18742(N)    069 44 01.48459(W) AD(       ) 2
 QG1370  NAD 27      -  45 41 59.03000(N)    069 44 03.27800(W) AD(       ) 2
 QG1370  NGVD 29 (07/19/86)  545.2    (m)         1789.     (f) VERT ANG       
 QG1370
 QG1370.Superseded values are not recommended for survey control.
 QG1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1370.See file dsdata.txt to determine how the superseded data were derived.
 QG1370
 QG1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL4287860953(NAD 83)
 QG1370_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QG1370_SETTING: 66 = SET IN ROCK OUTCROP
 QG1370
 QG1370  HISTORY     - Date     Condition        Report By
 QG1370  HISTORY     - 1955     MONUMENTED       CGS
 QG1370
 QG1370                          STATION DESCRIPTION
 QG1370
 QG1370'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 QG1370'STATION IS LOCATED, AIRLINE, ABOUT 18 MILES NORTH NORTHWEST
 QG1370'OF GREENVILLE, 1-1/2 MILES NORTH NORTHEAST OF THE U.S. POST
 QG1370'OFFICE IN ROCKWOOD AND UNDER THE MAINE FOREST SERVICE LOOKOUT
 QG1370'TOWER ON THE HIGHEST POINT OF MOUNT KINEO.
 QG1370'
 QG1370'STATION IS REACHED AS FOLLOWS--FROM THE MOUNT KINEO BOAT DOCK
 QG1370'AT ROCKWOOD, CROSS BY BOAT ACROSS THE LAKE TO THE BOAT DOCK AT
 QG1370'THE MOUNT KINEO HOTEL.  FROM HERE FOLLOW THE ROAD NORTHWEST
 QG1370'AROUND THE LAKE SHORE TO THE WEST END OF THE MOUNTAIN AND A
 QG1370'FOREST SERVICE CABIN AT THE START OF THE TRAIL.  TURN RIGHT OFF
 QG1370'THE ROAD AND FOLLOW THE TRAIL EASTERLY TO THE LOOKOUT TOWER AND
 QG1370'THE STATION.  TIME OF PACK FROM THE BOAT DOCK IS ABOUT ONE
 QG1370'HOUR.  AT THIS TIME THE ROAD TO THE TRAIL WAS TOO ROUGH TO
 QG1370'TRAVEL WITH A TRUCK.
 QG1370'
 QG1370'STATION MARK, STAMPED KINEO 1955, IS A STANDARD DISK CEMENTED
 QG1370'IN A CREVICE IN OUTCROPPING BEDROCK AND FLUSH WITH THE
 QG1370'GROUND.  IT IS 5.0 FEET NORTHEAST OF THE SOUTHWEST LEG OF THE
 QG1370'TOWER AND 8.0 FEET SOUTHEAST OF THE SOUTH RAILING POST
 QG1370'OF THE STAIRWAY.
 QG1370'
 QG1370'REFERENCE MARK NUMBER 1, STAMPED KINEO NO 1 1955, IS A
 QG1370'STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 QG1370'5 BY 2 FEET, PROJECTING 12 INCHES AND 2 FEET HIGHER THAN
 QG1370'THE STATION.
 QG1370'
 QG1370'REFERENCE MARK NUMBER 2, STAMPED KINEO NO 2 1955, IS A STANDARD
 QG1370'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK 10 BY 2 FEET,
 QG1370'PROJECTING 12 INCHES AND 1 FOOT HIGHER THAN THE STATION.
 QG1370'
 QG1370'USGS REFERENCE MARK DISK, UNSTAMPED, IS SET IN THE CENTER OF A
 QG1370'2 FOOT SQUARE BLOCK OF CONCRETE THAT PROJECTS 8 INCHES AND IS
 QG1370'8 INCHES HIGHER THAN THE STATION.  IT IS UNDER THE WEST RAILING
 QG1370'OF THE LOOKOUT TOWER.
 QG1370'
 QG1370'USC AND GS BM Z99, USED FOR THE AZIMUTH MARK, IS A STANDARD
 QG1370'BENCH MARK DISK, STAMPED Z99 1953.  IT IS CEMENTED IN A DRILL
 QG1370'HOLE IN A BOULDER 4 BY 1-1/2 FEET AND FLUSH WITH THE GROUND.  TO
 QG1370'REACH THE BENCH MARK FROM THE U.S. POST OFFICE IN ROCKWOOD,
 QG1370'GO NORTHERLY ON STATE HIGHWAY 15 FOR 2.8 MILES TO A WHITE CROSS
 QG1370'AND AN ARROW ON A TELEPHONE POLE ON THE LEFT SIDE OF THE ROAD
 QG1370'AND A DRIVEWAY ON THE RIGHT.  IT IS 60.0 FEET NORTH OF THE
 QG1370'CENTERLINE OF THE HIGHWAY AND 8.0 FEET EAST OF THE CENTERLINE
 QG1370'OF THE DRIVEWAY.
 QG1370'
 QG1370'MOUNT KINEO LOOKOUT TOWER IS A MAINE STATE FOREST SERVICE
 QG1370'LOOKOUT TOWER 67 FEET IN HEIGHT WITH A 10 FOOT SQUARE HOUSE, 10
 QG1370'FEET IN HEIGHT WITH A POINTED ROOF AND PAINTED WHITE.
 QG1370'
 QG1370'HEIGHT OF LIGHT ABOVE STATION MARK 9.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1369 ***********************************************************************
 QG1369  DESIGNATION -  KINEO USGS 1955
 QG1369  PID         -  QG1369
 QG1369  STATE/COUNTY-  ME/PISCATAQUIS
 QG1369  USGS QUAD   -  MOUNT KINEO (1989)
 QG1369
 QG1369                         *CURRENT SURVEY CONTROL
 QG1369  ___________________________________________________________________
 QG1369* NAD 83(1996)-  45 41 59.23448(N)    069 44 01.56820(W)     ADJUSTED  
 QG1369* NAVD 88     -       545.     (meters)    1788.     (feet)  SCALED    
 QG1369  ___________________________________________________________________
 QG1369  LAPLACE CORR-           3.55  (seconds)                    DEFLEC99
 QG1369  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 QG1369
 QG1369  HORZ ORDER  -  SECOND
 QG1369
 QG1369.The horizontal coordinates were established by classical geodetic methods
 QG1369.and adjusted by the National Geodetic Survey in March 1998..
 QG1369
 QG1369.The orthometric height was scaled from a topographic map.
 QG1369
 QG1369.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1369
 QG1369.The geoid height was determined by GEOID03.
 QG1369
 QG1369;                    North         East     Units Scale Factor Converg.
 QG1369;SPC ME E     -   226,649.534   203,922.411   MT  1.00001345   -0 52 59.0
 QG1369;SPC ME W     -   318,593.612   933,713.450   MT  0.99998063   +0 18 35.4
 QG1369;UTM  19      - 5,060,954.483   442,876.111   MT  0.99964012   -0 31 30.6
 QG1369
 QG1369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1369!SPC ME E     -   0.99991849  x   1.00001345  =   0.99993194
 QG1369!SPC ME W     -   0.99991849  x   0.99998063  =   0.99989912
 QG1369!UTM  19      -   0.99991849  x   0.99964012  =   0.99955864
 QG1369
 QG1369                          SUPERSEDED SURVEY CONTROL
 QG1369
 QG1369  NAD 83(1992)-  45 41 59.23362(N)    069 44 01.56174(W) AD(       ) 2
 QG1369  NAD 83(1986)-  45 41 59.23680(N)    069 44 01.57366(W) AD(       ) 2
 QG1369  NAD 27      -  45 41 59.07900(N)    069 44 03.36700(W) AD(       ) 2
 QG1369
 QG1369.Superseded values are not recommended for survey control.
 QG1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1369.See file dsdata.txt to determine how the superseded data were derived.
 QG1369
 QG1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL4287660954(NAD 83)
 QG1369_MARKER: Z = SEE DESCRIPTION
 QG1369_SETTING: 0 = UNSPECIFIED SETTING
 QG1369_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG1369
 QG1369  HISTORY     - Date     Condition        Report By
 QG1369  HISTORY     - 1955     MONUMENTED       CGS
 QG1369
 QG1369                          STATION DESCRIPTION
 QG1369
 QG1369'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 QG1369'THE STATION IS LOCATED ABOUT 18 MILES NORTH NORTHWEST OF
 QG1369'GREENVILLE, 1-1/2 MILES NORTH NORTHEAST OF THE U.S. POST OFFICE
 QG1369'IN ROCKWOOD, ON THE HIGHEST PART OF MOUNT KINEO.
 QG1369'
 QG1369'THE MARK IS A U.S. GEOLOGICAL SURVEY DISK, UNSTAMPED, SET IN
 QG1369'THE CENTER OF A 2 FOOT SQUARE BLOCK OF CONCRETE THAT PROJECTS
 QG1369'8 INCHES.  IT IS 8.060 FEET, 2.457 METERS NORTHWEST OF
 QG1369'TRIANGULATION STATION KINEO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0608 ***********************************************************************
 QF0608  DESIGNATION -  KING
 QF0608  PID         -  QF0608
 QF0608  STATE/COUNTY-  ME/WASHINGTON
 QF0608  USGS QUAD   -  VANCEBORO (1988)
 QF0608
 QF0608                         *CURRENT SURVEY CONTROL
 QF0608  ___________________________________________________________________
 QF0608* NAD 83(1996)-  45 36 24.40972(N)    067 27 09.91328(W)     ADJUSTED  
 QF0608* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 QF0608  ___________________________________________________________________
 QF0608  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 QF0608  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 QF0608
 QF0608  HORZ ORDER  -  THIRD
 QF0608
 QF0608.The horizontal coordinates were established by classical geodetic methods
 QF0608.and adjusted by the National Geodetic Survey in March 1998..
 QF0608
 QF0608.The orthometric height was scaled from a topographic map.
 QF0608
 QF0608.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0608
 QF0608.The geoid height was determined by GEOID03.
 QF0608
 QF0608;                    North         East     Units Scale Factor Converg.
 QF0608;SPC ME E     -   216,106.442   381,687.626   MT  0.99998201   +0 44 54.1
 QF0608;UTM  19      - 5,051,523.826   620,652.411   MT  0.99977897   +1 06 20.6
 QF0608
 QF0608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0608!SPC ME E     -   0.99998540  x   0.99998201  =   0.99996741
 QF0608!UTM  19      -   0.99998540  x   0.99977897  =   0.99976437
 QF0608
 QF0608:                Primary Azimuth Mark                     Grid Az
 QF0608:SPC ME E     -  REFERENCE MON 116=MIST                   110 47 11.9
 QF0608:UTM  19      -  REFERENCE MON 116=MIST                   110 25 45.4
 QF0608
 QF0608|---------------------------------------------------------------------|
 QF0608| PID    Reference Object                     Distance      Geod. Az  |
 QF0608|                                                           dddmmss.s |
 QF0608| QF0602 REFERENCE MON 116=MIST              APPROX. 0.6 KM 1113206.0 |
 QF0608| CE8907 KING RM 1                            10.780 METERS 19342     |
 QF0608| CE8908 KING RM 2                             5.790 METERS 27044     |
 QF0608|---------------------------------------------------------------------|
 QF0608
 QF0608                          SUPERSEDED SURVEY CONTROL
 QF0608
 QF0608  NAD 83(1992)-  45 36 24.40586(N)    067 27 09.91037(W) AD(       ) 3
 QF0608  NAD 83(1986)-  45 36 24.41031(N)    067 27 09.92114(W) AD(       ) 3
 QF0608  NAD 27      -  45 36 24.18100(N)    067 27 11.93300(W) AD(       ) 3
 QF0608
 QF0608.Superseded values are not recommended for survey control.
 QF0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0608.See file dsdata.txt to determine how the superseded data were derived.
 QF0608
 QF0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2065251524(NAD 83)
 QF0608_MARKER: DD = SURVEY DISK
 QF0608_SETTING: 80 = SET IN A BOULDER
 QF0608_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF0608
 QF0608  HISTORY     - Date     Condition        Report By
 QF0608  HISTORY     - 1946     MONUMENTED       IBC
 QF0608  HISTORY     - 1955     GOOD             IBC
 QF0608
 QF0608                          STATION DESCRIPTION
 QF0608
 QF0608'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF0608'ON AN ISLAND N OF BIRCH POINT, 3 MILES ABOVE VANCEBORO, ME, AND THE
 QF0608'LARGEST AND FARTHEST E OF THE SMALL ISLANDS ON THE E SIDE OF DIGGITY
 QF0608'GAP.  THE STATION IS ON THE HIGHEST PART OF THE ISLAND, NEAR THE S
 QF0608'SIDE OF THE ISLAND, AND A LITTLE ABOVE HIGH - WATER LEVEL.
 QF0608'
 QF0608'STATION MARK IS AN IBC BRONZE STATION DISK SET IN A DRILL HOLE IN A
 QF0608'SMALL FLAT ROCK ABOUT 4 BY 2 FEET.
 QF0608'
 QF0608'REFERENCE MARK 1 IS A DRILL HOLE IN A LARGE BOULDER SW.  REFERENCE
 QF0608'MARK 2 IS A DRILL HOLE IN A SMALL BOULDER W OF THE STATION.
 QF0608
 QF0608                          STATION RECOVERY (1955)
 QF0608
 QF0608'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF0608'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ2709 ***********************************************************************
 AJ2709  CBN         -  This is a Cooperative Base Network Control Station.
 AJ2709  DESIGNATION -  KING
 AJ2709  PID         -  AJ2709
 AJ2709  STATE/COUNTY-  ME/FRANKLIN
 AJ2709  USGS QUAD   -  KINGFIELD (1989)
 AJ2709
 AJ2709                         *CURRENT SURVEY CONTROL
 AJ2709  ___________________________________________________________________
 AJ2709* NAD 83(1996)-  44 57 09.32421(N)    070 09 04.42073(W)     ADJUSTED  
 AJ2709* NAVD 88     -       183.8    (meters)     603.     (feet)  GPS OBS   
 AJ2709  ___________________________________________________________________
 AJ2709  X           -   1,535,199.352 (meters)                     COMP
 AJ2709  Y           -  -4,252,818.113 (meters)                     COMP
 AJ2709  Z           -   4,483,732.888 (meters)                     COMP
 AJ2709  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 AJ2709  ELLIP HEIGHT-         157.92  (meters)          (04/26/01) GPS OBS
 AJ2709  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 AJ2709
 AJ2709  HORZ ORDER  -  A
 AJ2709  ELLP ORDER  -  FOURTH    CLASS I
 AJ2709
 AJ2709.The horizontal coordinates were established by GPS observations
 AJ2709.and adjusted by the National Geodetic Survey in April 2001..
 AJ2709
 AJ2709.The orthometric height was determined by GPS observations and a
 AJ2709.high-resolution geoid model.
 AJ2709
 AJ2709.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2709
 AJ2709.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2709
 AJ2709.The ellipsoidal height was determined by GPS observations
 AJ2709.and is referenced to NAD 83.
 AJ2709
 AJ2709.The geoid height was determined by GEOID03.
 AJ2709
 AJ2709;                    North         East     Units Scale Factor Converg.
 AJ2709;SPC ME W     -   235,463.217   901,218.254   MT  0.99996668   +0 00 39.3
 AJ2709;UTM  19      - 4,978,328.383   409,190.810   MT  0.99970140   -0 48 48.3
 AJ2709
 AJ2709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2709!SPC ME W     -   0.99997524  x   0.99996668  =   0.99994192
 AJ2709!UTM  19      -   0.99997524  x   0.99970140  =   0.99967665
 AJ2709
 AJ2709                          SUPERSEDED SURVEY CONTROL
 AJ2709
 AJ2709.No superseded survey control is available for this station.
 AJ2709
 AJ2709_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK0919178328(NAD 83)
 AJ2709_MARKER: DD = SURVEY DISK
 AJ2709_SETTING: 66 = SET IN ROCK OUTCROP
 AJ2709_STAMPING: KING 7 25 69
 AJ2709_MARK LOGO: MEDT  
 AJ2709_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2709_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ2709+STABILITY: POSITION/ELEVATION WELL
 AJ2709_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2709+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2000
 AJ2709
 AJ2709  HISTORY     - Date     Condition        Report By
 AJ2709  HISTORY     - 1969     MONUMENTED       MEDT
 AJ2709  HISTORY     - 20000710 GOOD             MEDT
 AJ2709
 AJ2709                          STATION DESCRIPTION
 AJ2709
 AJ2709'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 2000 (TL)
 AJ2709'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 27 AND 16 IN KINGFIELD,
 AJ2709'GO SOUTH FOR 0.45 MI (0.72 KM) ON HIGHWAY 27 TO THE STATION ON THE
 AJ2709'LEFT, IN A FIELD BEHIND -ESSO FUELS-, ON A KNOLL.  THE STATION IS SET
 AJ2709'IN A SANDSTONE AND GRANITE OUTCROP.  LOCATED ABOUT 197 FT (60.0 M)
 AJ2709'EAST OF HIGHWAY 27, 162.6 FT (49.6 M) EAST OF A FIRE HYDRANT, 140.4 FT
 AJ2709'(42.8 M) EAST OF UTILITY POLE NUMBER 20, 136.3 FT (41.5 M) NORTHEAST
 AJ2709'OF A 12 INCH PINE TREE AND 125.4 FT (38.2 M) NORTH OF THE NORTHWEST
 AJ2709'CORNER OF A GARAGE.  NOTE--BRASS SURVEY PLAQUE MONUMENTED IN
 AJ2709'CO-OPERATION WITH THE US GEOLOGICAL SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0930 ***********************************************************************
 PD0930  DESIGNATION -  KING 1887
 PD0930  PID         -  PD0930
 PD0930  STATE/COUNTY-  ME/WASHINGTON
 PD0930  USGS QUAD   -  PEMBROKE (1977)
 PD0930
 PD0930                         *CURRENT SURVEY CONTROL
 PD0930  ___________________________________________________________________
 PD0930* NAD 83(1996)-  44 54 20.08267(N)    067 14 13.11054(W)     ADJUSTED  
 PD0930* NAVD 88     -        55.     (meters)     180.     (feet)  SCALED    
 PD0930  ___________________________________________________________________
 PD0930  LAPLACE CORR-           5.61  (seconds)                    DEFLEC99
 PD0930  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 PD0930
 PD0930  HORZ ORDER  -  THIRD
 PD0930
 PD0930.The horizontal coordinates were established by classical geodetic methods
 PD0930.and adjusted by the National Geodetic Survey in March 1998..
 PD0930
 PD0930.The orthometric height was scaled from a topographic map.
 PD0930
 PD0930.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0930
 PD0930.The geoid height was determined by GEOID03.
 PD0930
 PD0930;                    North         East     Units Scale Factor Converg.
 PD0930;SPC ME E     -   138,427.550   399,739.003   MT  1.00002229   +0 53 30.1
 PD0930;UTM  19      - 4,973,973.362   639,181.464   MT  0.99983820   +1 14 41.2
 PD0930
 PD0930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0930!SPC ME E     -   0.99999500  x   1.00002229  =   1.00001729
 PD0930!UTM  19      -   0.99999500  x   0.99983820  =   0.99983320
 PD0930
 PD0930:                Primary Azimuth Mark                     Grid Az
 PD0930:SPC ME E     -  LITTLE 2 1886                            133 00 50.2
 PD0930:UTM  19      -  LITTLE 2 1886                            132 39 39.1
 PD0930
 PD0930|---------------------------------------------------------------------|
 PD0930| PID    Reference Object                     Distance      Geod. Az  |
 PD0930|                                                           dddmmss.s |
 PD0930| PD0920 LITTLE 2 1886                       APPROX. 8.5 KM 1335420.3 |
 PD0930|---------------------------------------------------------------------|
 PD0930
 PD0930                          SUPERSEDED SURVEY CONTROL
 PD0930
 PD0930  NAD 83(1992)-  44 54 20.07337(N)    067 14 13.10888(W) AD(       ) 3
 PD0930  NAD 83(1986)-  44 54 20.07148(N)    067 14 13.11169(W) AD(       ) 3
 PD0930  NAD 27      -  44 54 19.78800(N)    067 14 15.16300(W) AD(       ) 3
 PD0930
 PD0930.Superseded values are not recommended for survey control.
 PD0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0930.See file dsdata.txt to determine how the superseded data were derived.
 PD0930
 PD0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK3918173973(NAD 83)
 PD0930_MARKER: H = DRILL HOLE
 PD0930_SETTING: 66 = SET IN ROCK OUTCROP
 PD0930_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 PD0930_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0930+STABILITY: POSITION/ELEVATION WELL
 PD0930
 PD0930  HISTORY     - Date     Condition        Report By
 PD0930  HISTORY     - 1887     MONUMENTED       CGS
 PD0930  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0930  HISTORY     - 1946     GOOD             IBC
 PD0930
 PD0930                          STATION DESCRIPTION
 PD0930
 PD0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1887 (CHB)
 PD0930'ON THE HIGHEST POINT OF THE LEDGE, AT THE SUMMIT OF KING DAVIDS
 PD0930'LEDGE, AN ISOLATED, ROCKY HILL WITH WOODED SLOPES ABOUT 1/2 MILE NW
 PD0930'OF DENNYSVILLE, ME.
 PD0930'
 PD0930'STATION MARK IS A 3/4 - INCH DRILL HOLE, 1-1/2 INCHES DEEP, WITHIN A
 PD0930'7 - INCH TRIANGLE CUT IN THE ROCK.  THE W SIDE OF THE TRIANGLE IS
 PD0930'FORMED BY A N - S CRACK ACROSS THE TOP OF THE LEDGE.
 PD0930
 PD0930                          STATION RECOVERY (1946)
 PD0930
 PD0930'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0930'STATION IS ON THE HIGHEST POINT OF THE LEDGE, AT THE SUMMIT OF
 PD0930'KING DAVIDS LEDGE, AN ISOLATED, ROCKY HILL WITH WOODED SLOPES
 PD0930'ABOUT 1/2 MILE NW OF DENNYSVILLE, MAINE.
 PD0930'
 PD0930'STATION MARK IS A 3/4-INCH DRILL HOLE, 1-1/2 INCHES DEEP,
 PD0930'SURROUNDED BY A 7-INCH TRIANGLE CUT IN THE ROCK.  THE W SIDE OF THE
 PD0930'TRIANGLE IS FORMED BY A N-S CRACK ACROSS THE TOP OF THE LEDGE.
 PD0930
 PD0930                          STATION RECOVERY (1946)
 PD0930
 PD0930'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 PD0930'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1107 ***********************************************************************
 PE1107  DESIGNATION -  KINSEL RESET
 PE1107  PID         -  PE1107
 PE1107  STATE/COUNTY-  ME/LINCOLN
 PE1107  USGS QUAD   -  WALDOBORO WEST (1988)
 PE1107
 PE1107                         *CURRENT SURVEY CONTROL
 PE1107  ___________________________________________________________________
 PE1107* NAD 83(1996)-  44 05 06.25196(N)    069 23 21.98854(W)     ADJUSTED  
 PE1107* NAVD 88     -        62.354  (meters)     204.57   (feet)  ADJUSTED  
 PE1107  ___________________________________________________________________
 PE1107  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 PE1107  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 PE1107  DYNAMIC HT  -          62.348 (meters)     204.55  (feet)  COMP
 PE1107  MODELED GRAV-     980,516.8   (mgal)                       NAVD 88
 PE1107
 PE1107  HORZ ORDER  -  THIRD
 PE1107  VERT ORDER  -  SECOND    CLASS 0
 PE1107
 PE1107.The horizontal coordinates were established by classical geodetic methods
 PE1107.and adjusted by the National Geodetic Survey in March 1998..
 PE1107
 PE1107.The orthometric height was determined by differential leveling
 PE1107.and adjusted by the National Geodetic Survey in June 1991..
 PE1107
 PE1107.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1107
 PE1107.The geoid height was determined by GEOID03.
 PE1107
 PE1107.The dynamic height is computed by dividing the NAVD 88
 PE1107.geopotential number by the normal gravity value computed on the
 PE1107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1107.degrees latitude (g = 980.6199 gals.).
 PE1107
 PE1107.The modeled gravity was interpolated from observed gravity values.
 PE1107
 PE1107;                    North         East     Units Scale Factor Converg.
 PE1107;SPC ME W     -   139,359.165   962,247.141   MT  1.00001430   +0 32 26.7
 PE1107;SPC ME E     -    46,868.732   228,770.339   MT  0.99996238   -0 37 07.8
 PE1107;UTM  19      - 4,881,395.168   468,821.532   MT  0.99961196   -0 16 15.4
 PE1107
 PE1107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1107!SPC ME W     -   0.99999422  x   1.00001430  =   1.00000852
 PE1107!SPC ME E     -   0.99999422  x   0.99996238  =   0.99995660
 PE1107!UTM  19      -   0.99999422  x   0.99961196  =   0.99960618
 PE1107
 PE1107:                Primary Azimuth Mark                     Grid Az
 PE1107:SPC ME W     -  WALDOBORO FIRST BAPT CH SPIRE            044 46 58.7
 PE1107:SPC ME E     -  WALDOBORO FIRST BAPT CH SPIRE            045 56 33.2
 PE1107:UTM  19      -  WALDOBORO FIRST BAPT CH SPIRE            045 35 40.8
 PE1107
 PE1107|---------------------------------------------------------------------|
 PE1107| PID    Reference Object                     Distance      Geod. Az  |
 PE1107|                                                           dddmmss.s |
 PE1107| PE2378 WALDOBORO FIRST BAPT CH SPIRE       APPROX. 1.7 KM 0451925.4 |
 PE1107| PE2375 WALDOBORO SHORT SPIRE               APPROX. 1.5 KM 0535402.9 |
 PE1107| PE2367 WALDOBORO CHURCH SPIRE 1            APPROX. 6.8 KM 1353328.1 |
 PE1107| PE1106 KINSEL RM 1                           9.280 METERS 17256     |
 PE1107| PE1105 KINSEL RM 2                          11.554 METERS 23121     |
 PE1107|---------------------------------------------------------------------|
 PE1107
 PE1107                          SUPERSEDED SURVEY CONTROL
 PE1107
 PE1107  NAD 83(1992)-  44 05 06.25972(N)    069 23 21.97550(W) AD(       ) 3
 PE1107  NAD 83(1986)-  44 05 06.26393(N)    069 23 21.98133(W) AD(       ) 3
 PE1107  NAD 27      -  44 05 05.96000(N)    069 23 23.79000(W) AD(       ) 3
 PE1107  NGVD 29 (??/??/92)   62.562  (m)          205.26   (f) ADJ UNCH    2 0
 PE1107
 PE1107.Superseded values are not recommended for survey control.
 PE1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1107.See file dsdata.txt to determine how the superseded data were derived.
 PE1107
 PE1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ6882281395(NAD 83)
 PE1107_MARKER: DS = TRIANGULATION STATION DISK
 PE1107_SETTING: 66 = SET IN ROCK OUTCROP
 PE1107_SP_SET: BEDROCK
 PE1107_STAMPING: KINSEL 1860 1934
 PE1107_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1107+STABILITY: POSITION/ELEVATION WELL
 PE1107
 PE1107  HISTORY     - Date     Condition        Report By
 PE1107  HISTORY     - 1860     MONUMENTED       CGS
 PE1107  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE1107  HISTORY     - 1963     GOOD             CGS
 PE1107  HISTORY     - 1963     GOOD             NGS
 PE1107  HISTORY     - 1978     GOOD             MEDT
 PE1107  HISTORY     - 1990     GOOD             USPSQD
 PE1107
 PE1107                          STATION DESCRIPTION
 PE1107
 PE1107'DESCRIBED BY COAST AND GEODETIC SURVEY 1860 (FPW)
 PE1107'THE STATION IS ON A HILL ON THE W SIDE OF MEDOMAK RIVER ABOUT A
 PE1107'MILE BELOW WALDOBORO AND 100 METERS E OF THE WALDOBORO ROAD.  THE
 PE1107'STATION IS ON LAND BELONGING TO BENJAMIN KINSEL, WHOSE HOUSE
 PE1107'IS ABOUT 100 METERS TO THE NW AND ON THE E SIDE OF THE ROAD.  ADAM
 PE1107'LIGHTHOUSE IS ABOUT THE SAME DISTANCE TO THE SW.  A STONE
 PE1107'FENCE CROSSES THE HILL 40-1/2 FEET S OF THE STATION AND THE
 PE1107'LATTER IS MARKED BY A HOLE DRILLED IN THE ROCK.
 PE1107
 PE1107                          STATION RECOVERY (1934)
 PE1107
 PE1107'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1107'STATION RECOVERED AS DESCRIBED.  THIS STATION IS ON A HILL ON
 PE1107'THE W SIDE OF THE MEDOMAK RIVER ABOUT A MILE BELOW WALDOBORO
 PE1107'AND 100 METERS E OF ROUTE 32 ON LAND BELONGING TO MARY A.
 PE1107'CREAMER, WHOSE HOUSE IS N OF THE STATION.
 PE1107'
 PE1107'A STANDARD DISK WAS PLACED IN THE ORIGINAL DRILL HOLE AND TWO
 PE1107'STANDARD REFERENCE DISKS PLACED AS FOLLOWS--NO. 1 S OF THE STATION
 PE1107'ON EDGE OF A LEDGE WHICH DROPS OFF ABRUPTLY, AND NO. 2 IS SW OF
 PE1107'STATION, ALSO ON LEDGE.
 PE1107'
 PE1107'TO REACH FROM WALDOBORO GO S ON ROUTE 32 1.2 MILES TO THE HOME
 PE1107'OF MRS. CREAMER AND GO E ACROSS FIELD TO THE TOP OF HILL TO
 PE1107'STATION WHICH IS 40.5 FEET N OF A STONE FENCE RUNNING ACROSS THE
 PE1107'HILL.
 PE1107'A TWENTY-FOOT SIGNAL WAS BUILT AND ROCK PILED AROUND THE LEDGE.
 PE1107
 PE1107                          STATION RECOVERY (1963)
 PE1107
 PE1107'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LFD)
 PE1107'THE STATION AND BOTH REFERENCE MARKS WERE FOUND IN EXCELLENT
 PE1107'CONDITION.
 PE1107'
 PE1107'STATION MAY BE REACHED BY GOING 0.75 MILE SOUTHWEST ALONG STATE
 PE1107'HIGHWAY 32 FROM ITS INTERSECTION WITH MAIN STREET AT WALDOBORO,
 PE1107'THENCE 0.05 MILE SOUTHEAST ACROSS A PASTURE TO TOP OF ROCKY HILL
 PE1107'AND STATION.
 PE1107
 PE1107                          STATION RECOVERY (1963)
 PE1107
 PE1107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 PE1107'0.8 MI SW FROM WALDOBORO.
 PE1107'ABOUT 0.75 MILE SOUTHWEST ALONG STATE HIGHWAY 32 FROM THE
 PE1107'INTERSECTION OF STATE HIGHWAY 32 AND MAIN STREET AT WALDOBORO,
 PE1107'NEAR THE SOUTHWEST SIDE OF AN OPEN FIELD, ABOUT 0.05 MILE
 PE1107'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, ON THE TOP OF A
 PE1107'LARGE MASS OF BEDROCK, ABOUT FLUSH WITH THE GROUND, ABOUT 600
 PE1107'FEET SOUTH OF A LARGE RED BARN, 41 FEET NORTHEAST OF A ROCK
 PE1107'FENCE LINE WHICH RUNS NORTHWEST-SOUTHEAST ACROSS HILL, AND ABOUT
 PE1107'30 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 PE1107
 PE1107                          STATION RECOVERY (1978)
 PE1107
 PE1107'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1978 (BR)
 PE1107'KINSEL 1860 1934 GOOD
 PE1107'
 PE1107'RM 1 GOOD
 PE1107'
 PE1107'RM 2 GOOD
 PE1107
 PE1107                          STATION RECOVERY (1990)
 PE1107
 PE1107'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMW)
 PE1107'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1106 ***********************************************************************
 PE1106  DESIGNATION -  KINSEL RM 1
 PE1106  PID         -  PE1106
 PE1106  STATE/COUNTY-  ME/LINCOLN
 PE1106  USGS QUAD   -  WALDOBORO WEST (1988)
 PE1106
 PE1106                         *CURRENT SURVEY CONTROL
 PE1106  ___________________________________________________________________
 PE1106* NAD 83(1986)-  44 05 05.     (N)    069 23 21.     (W)     SCALED    
 PE1106* NAVD 88     -        61.801  (meters)     202.76   (feet)  ADJUSTED  
 PE1106  ___________________________________________________________________
 PE1106  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 PE1106  DYNAMIC HT  -          61.795 (meters)     202.74  (feet)  COMP
 PE1106  MODELED GRAV-     980,516.8   (mgal)                       NAVD 88
 PE1106
 PE1106  VERT ORDER  -  SECOND    CLASS 0
 PE1106
 PE1106.The horizontal coordinates were scaled from a topographic map and have
 PE1106.an estimated accuracy of +/- 6 seconds.
 PE1106
 PE1106.The orthometric height was determined by differential leveling
 PE1106.and adjusted by the National Geodetic Survey in June 1991..
 PE1106
 PE1106.The geoid height was determined by GEOID03.
 PE1106
 PE1106.The dynamic height is computed by dividing the NAVD 88
 PE1106.geopotential number by the normal gravity value computed on the
 PE1106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1106.degrees latitude (g = 980.6199 gals.).
 PE1106
 PE1106.The modeled gravity was interpolated from observed gravity values.
 PE1106
 PE1106;                    North         East    Units  Estimated Accuracy
 PE1106;SPC ME W     -   139,320.      962,270.      MT  (+/- 180 meters Scaled)
 PE1106
 PE1106                          SUPERSEDED SURVEY CONTROL
 PE1106
 PE1106  NGVD 29 (??/??/92)   62.009  (m)          203.44   (f) ADJ UNCH    2 0
 PE1106
 PE1106.Superseded values are not recommended for survey control.
 PE1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1106.See file dsdata.txt to determine how the superseded data were derived.
 PE1106
 PE1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ688813(NAD 83)
 PE1106_MARKER: DR = REFERENCE MARK DISK
 PE1106_SETTING: 66 = SET IN ROCK OUTCROP
 PE1106_SP_SET: ROCK OUTCROP
 PE1106_STAMPING: KINSEL NO 1 1860 1934
 PE1106_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1106+STABILITY: POSITION/ELEVATION WELL
 PE1106
 PE1106  HISTORY     - Date     Condition        Report By
 PE1106  HISTORY     - 1934     MONUMENTED       CGS
 PE1106  HISTORY     - 1963     GOOD             NGS
 PE1106  HISTORY     - 1990     GOOD             USPSQD
 PE1106
 PE1106                          STATION DESCRIPTION
 PE1106
 PE1106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 PE1106'0.8 MI SW FROM WALDOBORO.
 PE1106'ABOUT 0.75 MILE SOUTHWEST ALONG STATE HIGHWAY 32 FROM THE
 PE1106'INTERSECTION OF STATE HIGHWAY 32 AND MAIN STREET IN WALDOBORO,
 PE1106'NEAR THE SOUTHWEST EDGE OF A LARGE OPEN FIELD, ON THE TOP OF A
 PE1106'HILL, SET ON THE TOP AND NEAR THE SOUTHEAST EDGE OF A LARGE MASS
 PE1106'OF OUTCROP, 30.6 FEET SOUTH OF THE STATION, 19 1/2 FEET NORTHWEST
 PE1106'OF A ROCK FENCE WHICH RUNS ACROSS HILL, 34 FEET SOUTHEAST OF RM
 PE1106'NO. 2 AND ABOUT 1 1/2 FEET BELOW THE STATION.
 PE1106
 PE1106                          STATION RECOVERY (1990)
 PE1106
 PE1106'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMW)
 PE1106'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1105 ***********************************************************************
 PE1105  DESIGNATION -  KINSEL RM 2
 PE1105  PID         -  PE1105
 PE1105  STATE/COUNTY-  ME/LINCOLN
 PE1105  USGS QUAD   -  WALDOBORO WEST (1988)
 PE1105
 PE1105                         *CURRENT SURVEY CONTROL
 PE1105  ___________________________________________________________________
 PE1105* NAD 83(1986)-  44 05 05.     (N)    069 23 21.     (W)     SCALED    
 PE1105* NAVD 88     -        61.917  (meters)     203.14   (feet)  ADJUSTED  
 PE1105  ___________________________________________________________________
 PE1105  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 PE1105  DYNAMIC HT  -          61.910 (meters)     203.12  (feet)  COMP
 PE1105  MODELED GRAV-     980,516.8   (mgal)                       NAVD 88
 PE1105
 PE1105  VERT ORDER  -  SECOND    CLASS 0
 PE1105
 PE1105.The horizontal coordinates were scaled from a topographic map and have
 PE1105.an estimated accuracy of +/- 6 seconds.
 PE1105
 PE1105.The orthometric height was determined by differential leveling
 PE1105.and adjusted by the National Geodetic Survey in June 1991..
 PE1105
 PE1105.The geoid height was determined by GEOID03.
 PE1105
 PE1105.The dynamic height is computed by dividing the NAVD 88
 PE1105.geopotential number by the normal gravity value computed on the
 PE1105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1105.degrees latitude (g = 980.6199 gals.).
 PE1105
 PE1105.The modeled gravity was interpolated from observed gravity values.
 PE1105
 PE1105;                    North         East    Units  Estimated Accuracy
 PE1105;SPC ME W     -   139,320.      962,270.      MT  (+/- 180 meters Scaled)
 PE1105
 PE1105                          SUPERSEDED SURVEY CONTROL
 PE1105
 PE1105  NGVD 29 (??/??/92)   62.125  (m)          203.82   (f) ADJ UNCH    2 0
 PE1105
 PE1105.Superseded values are not recommended for survey control.
 PE1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1105.See file dsdata.txt to determine how the superseded data were derived.
 PE1105
 PE1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ688813(NAD 83)
 PE1105_MARKER: DR = REFERENCE MARK DISK
 PE1105_SETTING: 66 = SET IN ROCK OUTCROP
 PE1105_SP_SET: BEDROCK
 PE1105_STAMPING: KINSEL NO 2 1934 1860
 PE1105_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1105+STABILITY: POSITION/ELEVATION WELL
 PE1105
 PE1105  HISTORY     - Date     Condition        Report By
 PE1105  HISTORY     - 1934     MONUMENTED       CGS
 PE1105  HISTORY     - 1963     GOOD             NGS
 PE1105  HISTORY     - 1990     GOOD             USPSQD
 PE1105
 PE1105                          STATION DESCRIPTION
 PE1105
 PE1105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 PE1105'0.8 MI SW FROM WALDOBORO.
 PE1105'ABOUT 0.75 MILE SOUTHWEST ALONG STATE HIGHWAY 32 FROM ITS
 PE1105'INTERSECTION WITH MAIN STREET AT WALDOBORO, ON THE TOP OF A
 PE1105'HILL, NEAR THE SOUTHWEST SIDE OF AN OPEN FIELD, ABOUT 0.05
 PE1105'MILE SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 600
 PE1105'FEET SOUTH OF A LARGE RED BARN, SET ON THE TOP OF A LARGE
 PE1105'MASS OF EXPOSED BEDROCK, 37.9 FEET WEST-SOUTHWEST OF THE
 PE1105'STATION, 5.7 FEET NORTHWEST OF THE NORTHWEST SIDE OF A ROCK
 PE1105'FENCE WHICH RUNS ACROSS HILL, 34 FEET NORTHWEST OF RM NO. 1 AND
 PE1105'ABOUT 1 FOOT LOWER THAN THE STATION.
 PE1105
 PE1105                          STATION RECOVERY (1990)
 PE1105
 PE1105'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMW)
 PE1105'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2300 ***********************************************************************
 OC2300  DESIGNATION -  KITTERY MUN TANK
 OC2300  PID         -  OC2300
 OC2300  STATE/COUNTY-  ME/YORK
 OC2300  USGS QUAD   -  KITTERY (1989)
 OC2300
 OC2300                         *CURRENT SURVEY CONTROL
 OC2300  ___________________________________________________________________
 OC2300* NAD 83(1996)-  43 05 56.31968(N)    070 44 23.49654(W)     ADJUSTED  
 OC2300* NAVD 88     -                                                        
 OC2300  ___________________________________________________________________
 OC2300  LAPLACE CORR-           3.30  (seconds)                    DEFLEC99
 OC2300  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 OC2300
 OC2300  HORZ ORDER  -  THIRD
 OC2300
 OC2300.The horizontal coordinates were established by classical geodetic methods
 OC2300.and adjusted by the National Geodetic Survey in March 1998..
 OC2300
 OC2300
 OC2300.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2300
 OC2300.The geoid height was determined by GEOID03.
 OC2300
 OC2300;                    North         East     Units Scale Factor Converg.
 OC2300;SPC ME W     -    29,669.480   853,337.842   MT  0.99999344   -0 23 29.9
 OC2300;UTM  19      - 4,773,275.258   358,413.226   MT  0.99984661   -1 11 20.3
 OC2300
 OC2300                          SUPERSEDED SURVEY CONTROL
 OC2300
 OC2300  NAD 83(1992)-  43 05 56.31903(N)    070 44 23.49657(W) AD(       ) 4
 OC2300  NAD 83(1986)-  43 05 56.32324(N)    070 44 23.50225(W) AD(       ) 4
 OC2300  NAD 27      -  43 05 56.00548(N)    070 44 25.31156(W) AD(       ) 3
 OC2300
 OC2300.Superseded values are not recommended for survey control.
 OC2300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2300.See file dsdata.txt to determine how the superseded data were derived.
 OC2300
 OC2300_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH5841373275(NAD 83)
 OC2300_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OC2300+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2005
 OC2300
 OC2300  HISTORY     - Date     Condition        Report By
 OC2300  HISTORY     - 1975     MONUMENTED       NGS
 OC2300  HISTORY     - 20050510 GOOD             GEOCAC
 OC2300
 OC2300                          STATION DESCRIPTION
 OC2300
 OC2300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 OC2300'THE STATION, KITTERY MUNICIPAL TANK, IS THE TOP-CENTER OF THE
 OC2300'100 FOOT TALL, 3 MILLION GAL., 72 FOOT DIAMETER
 OC2300'STANDPIPE.  LOCATED 0.2 MILES EAST OF THE KITTERY TRAFFIC
 OC2300'CIRCLE IN THE TOWN OF KITTERY.
 OC2300
 OC2300                          STATION RECOVERY (2005)
 OC2300
 OC2300'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 OC2300'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2268 ***********************************************************************
 OC2268  DESIGNATION -  KITTERY NAVY YARD TANK
 OC2268  PID         -  OC2268
 OC2268  STATE/COUNTY-  ME/YORK
 OC2268  USGS QUAD   -  KITTERY (1989)
 OC2268
 OC2268                         *CURRENT SURVEY CONTROL
 OC2268  ___________________________________________________________________
 OC2268* NAD 83(1996)-  43 05 03.95086(N)    070 44 15.26370(W)     ADJUSTED  
 OC2268* NAVD 88     -                                                        
 OC2268  ___________________________________________________________________
 OC2268  LAPLACE CORR-           3.24  (seconds)                    DEFLEC99
 OC2268  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 OC2268
 OC2268  HORZ ORDER  -  THIRD
 OC2268
 OC2268.The horizontal coordinates were established by classical geodetic methods
 OC2268.and adjusted by the National Geodetic Survey in March 1998..
 OC2268
 OC2268
 OC2268.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2268
 OC2268.The geoid height was determined by GEOID03.
 OC2268
 OC2268;                    North         East     Units Scale Factor Converg.
 OC2268;SPC ME W     -    28,052.178   853,513.012   MT  0.99999324   -0 23 23.9
 OC2268;UTM  19      - 4,771,655.913   358,565.854   MT  0.99984608   -1 11 13.5
 OC2268
 OC2268                          SUPERSEDED SURVEY CONTROL
 OC2268
 OC2268  NAD 83(1992)-  43 05 03.94975(N)    070 44 15.26381(W) AD(       ) 4
 OC2268  NAD 83(1986)-  43 05 03.95394(N)    070 44 15.26881(W) AD(       ) 4
 OC2268  NAD 27      -  43 05 03.63400(N)    070 44 17.07300(W) AD(       ) 3
 OC2268
 OC2268.Superseded values are not recommended for survey control.
 OC2268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2268.See file dsdata.txt to determine how the superseded data were derived.
 OC2268
 OC2268_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH5856671656(NAD 83)
 OC2268
 OC2268  HISTORY     - Date     Condition        Report By
 OC2268  HISTORY     - 1943     MONUMENTED       CGS
 OC2268  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OC2268  HISTORY     - 20001021 GOOD             USPSQD
 OC2268
 OC2268                          STATION DESCRIPTION
 OC2268
 OC2268'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 OC2268'STATION IS THE SMALL BALL LOCATED ON THE TOP OF THE KITTERY
 OC2268'NAVY YARD TANK.  THE TANK IS A TALL STEEL STRUCTURE LOCATED WITHIN
 OC2268'THE GROUNDS OF THE NAVY YARD.  IT WAS LOCATED BY INTERSECTION.
 OC2268'
 OC2268'THIS IS AN INTERSECTION STATION.
 OC2268
 OC2268                          STATION RECOVERY (1953)
 OC2268
 OC2268'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EHK)
 OC2268'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 OC2268'DESCRIPTION IS ADEQUATE AND CORRECT.
 OC2268
 OC2268                          STATION RECOVERY (2000)
 OC2268
 OC2268'RECOVERY NOTE BY US POWER SQUADRON 2000 (RPM)
 OC2268'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2222 ***********************************************************************
 OC2222  DESIGNATION -  KITTERY POINT
 OC2222  PID         -  OC2222
 OC2222  STATE/COUNTY-  ME/YORK
 OC2222  USGS QUAD   -  KITTERY (1989)
 OC2222
 OC2222                         *CURRENT SURVEY CONTROL
 OC2222  ___________________________________________________________________
 OC2222* NAD 83(1996)-  43 04 44.33899(N)    070 42 50.85313(W)     ADJUSTED  
 OC2222* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 OC2222  ___________________________________________________________________
 OC2222  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 OC2222  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 OC2222
 OC2222  HORZ ORDER  -  THIRD
 OC2222
 OC2222.The horizontal coordinates were established by classical geodetic methods
 OC2222.and adjusted by the National Geodetic Survey in March 1998..
 OC2222
 OC2222.The orthometric height was scaled from a topographic map.
 OC2222
 OC2222.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2222
 OC2222.The geoid height was determined by GEOID03.
 OC2222
 OC2222;                    North         East     Units Scale Factor Converg.
 OC2222;SPC ME W     -    27,434.255   855,418.307   MT  0.99999111   -0 22 26.1
 OC2222;UTM  19      - 4,771,011.641   360,462.085   MT  0.99983953   -1 10 15.4
 OC2222
 OC2222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2222!SPC ME W     -   1.00000373  x   0.99999111  =   0.99999484
 OC2222!UTM  19      -   1.00000373  x   0.99983953  =   0.99984326
 OC2222
 OC2222:                Primary Azimuth Mark                     Grid Az
 OC2222:SPC ME W     -  WHITE ISLAND 1842                        135 53 56.6
 OC2222:UTM  19      -  WHITE ISLAND 1842                        136 41 45.9
 OC2222
 OC2222|---------------------------------------------------------------------|
 OC2222| PID    Reference Object                     Distance      Geod. Az  |
 OC2222|                                                           dddmmss.s |
 OC2222| OC2210 WHITE ISLAND 1842                   APPROX. 3.0 KM 1353130.5 |
 OC2222|---------------------------------------------------------------------|
 OC2222
 OC2222                          SUPERSEDED SURVEY CONTROL
 OC2222
 OC2222  NAD 83(1992)-  43 04 44.33805(N)    070 42 50.85317(W) AD(       ) 3
 OC2222  NAD 83(1986)-  43 04 44.34137(N)    070 42 50.85756(W) AD(       ) 3
 OC2222  NAD 27      -  43 04 44.01100(N)    070 42 52.68100(W) AD(       ) 3
 OC2222
 OC2222.Superseded values are not recommended for survey control.
 OC2222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2222.See file dsdata.txt to determine how the superseded data were derived.
 OC2222
 OC2222_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH6046271012(NAD 83)
 OC2222
 OC2222  HISTORY     - Date     Condition        Report By
 OC2222  HISTORY     - 1842     MONUMENTED       COASUR
 OC2222  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OC2222
 OC2222                          STATION DESCRIPTION
 OC2222
 OC2222'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (EHK)
 OC2222'STATION WAS NOT RECOVERED.  THIS IS AN UNDESCRIBED TRIANGULATION
 OC2222'STATION.  A 1/2-HR. SEARCH BY A TWO-MAN PARTY IN THE AREA
 OC2222'INDICATED BY THE GEOGRAPHIC POSITION REVEALED NO TRACE OF A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2250 ***********************************************************************
 OC2250  DESIGNATION -  KITTERY POINT BAPTIST CHURCH
 OC2250  PID         -  OC2250
 OC2250  STATE/COUNTY-  ME/YORK
 OC2250  USGS QUAD   -  KITTERY (1989)
 OC2250
 OC2250                         *CURRENT SURVEY CONTROL
 OC2250  ___________________________________________________________________
 OC2250* NAD 83(1996)-  43 05 08.88134(N)    070 41 53.92053(W)     ADJUSTED  
 OC2250* NAVD 88     -                                                        
 OC2250  ___________________________________________________________________
 OC2250  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 OC2250  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 OC2250
 OC2250  HORZ ORDER  -  THIRD
 OC2250
 OC2250.The horizontal coordinates were established by classical geodetic methods
 OC2250.and adjusted by the National Geodetic Survey in March 1998..
 OC2250
 OC2250
 OC2250.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2250
 OC2250.The geoid height was determined by GEOID03.
 OC2250
 OC2250;                    North         East     Units Scale Factor Converg.
 OC2250;SPC ME W     -    28,183.314   856,710.954   MT  0.99998971   -0 21 47.4
 OC2250;UTM  19      - 4,771,742.534   361,764.828   MT  0.99983508   -1 09 37.0
 OC2250
 OC2250                          SUPERSEDED SURVEY CONTROL
 OC2250
 OC2250  NAD 83(1992)-  43 05 08.88021(N)    070 41 53.92078(W) AD(       ) 4
 OC2250  NAD 83(1986)-  43 05 08.88322(N)    070 41 53.92488(W) AD(       ) 4
 OC2250  NAD 27      -  43 05 08.57100(N)    070 41 55.75200(W) AD(       ) 3
 OC2250
 OC2250.Superseded values are not recommended for survey control.
 OC2250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2250.See file dsdata.txt to determine how the superseded data were derived.
 OC2250
 OC2250_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH6176571743(NAD 83)
 OC2250_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OC2250+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2005
 OC2250
 OC2250  HISTORY     - Date     Condition        Report By
 OC2250  HISTORY     - UNK      MONUMENTED
 OC2250  HISTORY     - 1928     SEE DESCRIPTION  CGS
 OC2250  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OC2250  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OC2250  HISTORY     - 20050510 GOOD             GEOCAC
 OC2250
 OC2250                          STATION DESCRIPTION
 OC2250
 OC2250'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (GCM)
 OC2250'STATION RECOVERED IN GOOD CONDITION.  STATION IS SPIRE OF KITTERY
 OC2250'POINT BAPTIST CHURCH.
 OC2250
 OC2250                          STATION RECOVERY (1943)
 OC2250
 OC2250'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 OC2250'STATION RECOVERED UNCHANGED.  STATION IS WEATHER VANE (GILDED
 OC2250'ROOSTER) ATOP HEXAGONAL SPIRE WITH REDSHINGLED ROOF ON TOP OF
 OC2250'SQUARE CUPOLA ON E END (FRONT) OF WHITE FRAME CHURCH WHICH IS
 OC2250'2-1/2 STORIES HIGH.  TABLET ON FRONT OF CHURCH READS FIRST BAPTIST
 OC2250'CHURCH.  ROOF OF CHURCH IS ALSO RED-SHINGLED.  THERE IS A
 OC2250'CEMETERY IN BACK OF CHURCH.
 OC2250
 OC2250                          STATION RECOVERY (1953)
 OC2250
 OC2250'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (PT)
 OC2250'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 OC2250'F.L.G. IN 1943.
 OC2250
 OC2250                          STATION RECOVERY (2005)
 OC2250
 OC2250'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 OC2250'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2298 ***********************************************************************
 OC2298  DESIGNATION -  KITTERY PT CONG CHURCH SPIRE
 OC2298  PID         -  OC2298
 OC2298  STATE/COUNTY-  ME/YORK
 OC2298  USGS QUAD   -  KITTERY (1989)
 OC2298
 OC2298                         *CURRENT SURVEY CONTROL
 OC2298  ___________________________________________________________________
 OC2298* NAD 83(1996)-  43 04 54.00187(N)    070 42 55.14875(W)     ADJUSTED  
 OC2298* NAVD 88     -                                                        
 OC2298  ___________________________________________________________________
 OC2298  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 OC2298  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 OC2298
 OC2298  HORZ ORDER  -  THIRD
 OC2298
 OC2298.The horizontal coordinates were established by classical geodetic methods
 OC2298.and adjusted by the National Geodetic Survey in March 1998..
 OC2298
 OC2298
 OC2298.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2298
 OC2298.The geoid height was determined by GEOID03.
 OC2298
 OC2298;                    North         East     Units Scale Factor Converg.
 OC2298;SPC ME W     -    27,733.072   855,323.088   MT  0.99999121   -0 22 29.1
 OC2298;UTM  19      - 4,771,311.709   360,371.046   MT  0.99983984   -1 10 18.6
 OC2298
 OC2298                          SUPERSEDED SURVEY CONTROL
 OC2298
 OC2298  NAD 83(1992)-  43 04 54.00091(N)    070 42 55.14888(W) AD(       ) 4
 OC2298  NAD 83(1986)-  43 04 54.00441(N)    070 42 55.15327(W) AD(       ) 4
 OC2298  NAD 27      -  43 04 53.69000(N)    070 42 57.01000(W) AD(       ) 3
 OC2298
 OC2298.Superseded values are not recommended for survey control.
 OC2298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2298.See file dsdata.txt to determine how the superseded data were derived.
 OC2298
 OC2298_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH6037171312(NAD 83)
 OC2298
 OC2298  HISTORY     - Date     Condition        Report By
 OC2298  HISTORY     - UNK      MONUMENTED
 OC2298  HISTORY     - 1928     SEE DESCRIPTION  CGS
 OC2298  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OC2298  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OC2298
 OC2298                          STATION DESCRIPTION
 OC2298
 OC2298'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (GCM)
 OC2298'RECOVERED UNCHANGED.
 OC2298
 OC2298                          STATION RECOVERY (1943)
 OC2298
 OC2298'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 OC2298'RECOVERED UNCHANGED.  STATION IS SMALL WHITE POLE
 OC2298'ON TOP OF BULBOUS LIGHT RED CUPOLA ON SQUARE TURRET
 OC2298'ON S END OF CHURCH (FRONT) WHICH IS OF WOODEN
 OC2298'CONSTRUCTION, PAINTED WHITE WITH GREEN SHUTTERS AND
 OC2298'BLACK-SHINGLED ROOF.  CEMETERY IS ACROSS ROAD (S).  SIGN
 OC2298'TOWARD REAR OF CHURCH AND CLOSE TO ROAD SAYS FIRST
 OC2298'CONGREGATIONAL CHURCH BUILT 1730.
 OC2298
 OC2298                          STATION RECOVERY (1953)
 OC2298
 OC2298'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EHK)
 OC2298'THE STATION WAS RECOVERED IN GOOD CONDITION AS
 OC2298'DESCRIBED BY F.L.G. IN 1943.  THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2260 ***********************************************************************
 OC2260  DESIGNATION -  KITTERY SECOND ME CH CUPOLA
 OC2260  PID         -  OC2260
 OC2260  STATE/COUNTY-  ME/YORK
 OC2260  USGS QUAD   -  KITTERY (1989)
 OC2260
 OC2260                         *CURRENT SURVEY CONTROL
 OC2260  ___________________________________________________________________
 OC2260* NAD 83(1996)-  43 05 08.64956(N)    070 44 55.48093(W)     ADJUSTED  
 OC2260* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 OC2260  ___________________________________________________________________
 OC2260  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 OC2260  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 OC2260
 OC2260  HORZ ORDER  -  THIRD
 OC2260
 OC2260.The horizontal coordinates were established by classical geodetic methods
 OC2260.and adjusted by the National Geodetic Survey in March 1998..
 OC2260
 OC2260.The orthometric height was scaled from a topographic map.
 OC2260
 OC2260.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2260
 OC2260.The geoid height was determined by GEOID03.
 OC2260
 OC2260;                    North         East     Units Scale Factor Converg.
 OC2260;SPC ME W     -    28,203.426   852,604.363   MT  0.99999429   -0 23 51.4
 OC2260;UTM  19      - 4,771,819.763   357,659.529   MT  0.99984925   -1 11 41.1
 OC2260
 OC2260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2260!SPC ME W     -   1.00000390  x   0.99999429  =   0.99999819
 OC2260!UTM  19      -   1.00000390  x   0.99984925  =   0.99985315
 OC2260
 OC2260:                Primary Azimuth Mark                     Grid Az
 OC2260:SPC ME W     -  PORTSMOUTH NAV YD OFF BLDG FS            121 31 19.3
 OC2260:UTM  19      -  PORTSMOUTH NAV YD OFF BLDG FS            122 19 09.0
 OC2260
 OC2260|---------------------------------------------------------------------|
 OC2260| PID    Reference Object                     Distance      Geod. Az  |
 OC2260|                                                           dddmmss.s |
 OC2260| OC2266 PORTSMOUTH NAV YD OFF BLDG FS       APPROX. 0.9 KM 1210727.9 |
 OC2260| OC2264 PORTSMOUTH NAV YD DERRICK FLAG      APPROX. 1.0 KM 1364920.2 |
 OC2260| OC2467 PORTSMOUTH ST JOHNS CH SPIRE        APPROX. 1.0 KM 2143858.1 |
 OC2260| OC2484 PORTSMOUTH N CHURCH SPIRE           APPROX. 1.2 KM 2162505.8 |
 OC2260| OC2457 PORTSMOUTH CATHOLIC CH SPIRE        APPROX. 1.9 KM 2200837.5 |
 OC2260| OC2425 PORTSMOUTH BREWERY FLAGSTAFF        APPROX. 2.5 KM 2241730.2 |
 OC2260|---------------------------------------------------------------------|
 OC2260
 OC2260                          SUPERSEDED SURVEY CONTROL
 OC2260
 OC2260  NAD 83(1992)-  43 05 08.64862(N)    070 44 55.48102(W) AD(       ) 3
 OC2260  NAD 83(1986)-  43 05 08.65229(N)    070 44 55.48637(W) AD(       ) 3
 OC2260  NAD 27      -  43 05 08.32700(N)    070 44 57.32700(W) AD(       ) 3
 OC2260
 OC2260.Superseded values are not recommended for survey control.
 OC2260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2260.See file dsdata.txt to determine how the superseded data were derived.
 OC2260
 OC2260_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH5766071820(NAD 83)
 OC2260
 OC2260  HISTORY     - Date     Condition        Report By
 OC2260  HISTORY     - 1900     MONUMENTED       CGS
 OC2260  HISTORY     - 1928     SEE DESCRIPTION  CGS
 OC2260  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OC2260  HISTORY     - 20060512 POOR             GEOCAC
 OC2260
 OC2260                          STATION DESCRIPTION
 OC2260
 OC2260'DESCRIBED BY COAST AND GEODETIC SURVEY 1900 (WBF)
 OC2260'THE CUPOLA OF THE CHURCH.  THE ECCENTRIC STATION WAS MARKED BY A
 OC2260'NAIL IN THE FLOOR OF THE CUPOLA, AND IS 0.477 METER FROM THE
 OC2260'CENTER.
 OC2260
 OC2260                          STATION RECOVERY (1928)
 OC2260
 OC2260'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928 (GCM)
 OC2260'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION
 OC2260'ADEQUATE.
 OC2260
 OC2260                          STATION RECOVERY (1943)
 OC2260
 OC2260'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 OC2260'STATION NOT RECOVERED.  TWO LOCAL PEOPLE SAY THAT PRESENT
 OC2260'SECOND METHODIST CHURCH IN KITTERY USED TO BE CALLED
 OC2260'SECOND METHODIST EPISCOPAL, AND THAT IT HAD, ABOUT 15 YEARS
 OC2260'AGO, A TALL SPIRE THAT HAS SINCE BEEN REMOVED.  CHURCH NOW
 OC2260'HAS A SQUARE CUPOLA PAINTED YELLOW WITH FIXED LOUVERS ON
 OC2260'THE BELL (HIGHEST) SECTION, SMALL SPIRE ON TOP.  IT IS
 OC2260'IMPOSSIBLE TO SEE ACROSS THE STREET FROM THE TOWER ON
 OC2260'ACCOUNT OF LOUVERS.  NO PARTICULAR NAIL IN THE FLOOR OF THE
 OC2260'CUPOLA COULD BE IDENTIFIED.  THE CHURCH IS OF FRAME
 OC2260'CONSTRUCTION, PAINTED YELLOW WITH BROWN TRIMMINGS, AND HAS
 OC2260'STAINED GLASS WINDOWS.  IT HAS A LARGE SIGN (PROGRAM) ON
 OC2260'THE FRONT THAT SAYS METHODIST CHURCH.  CHURCH IS ABOUT 300
 OC2260'FEET E ON ROAD TO KITTERY POINT FROM U.S. HIGHWAY 1.
 OC2260'ALTHOUGH SPIRE SHOULD NOT BE USED IN PRECISE TRIANGULATION, IT
 OC2260'CAN BE USED FOR 1/20,000 PHOTOGRAMMETRIC WORK SINCE
 OC2260'PRESENT CUPOLA IS WITHIN A FEW FEET OF FORMER SPIRE.
 OC2260
 OC2260                          STATION RECOVERY (2006)
 OC2260
 OC2260'RECOVERY NOTE BY GEOCACHING 2006 (GPC)
 OC2260'60 GOVERNMENT STREET, UNITED METHODIST CHURCH, AS DESCRIBED IN 1943
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0538 ***********************************************************************
 PE0538  DESIGNATION -  KITTREDGE
 PE0538  PID         -  PE0538
 PE0538  STATE/COUNTY-  ME/PENOBSCOT
 PE0538  USGS QUAD   -  VEAZIE (1988)
 PE0538
 PE0538                         *CURRENT SURVEY CONTROL
 PE0538  ___________________________________________________________________
 PE0538* NAD 83(1996)-  44 51 10.73045(N)    068 44 35.26969(W)     ADJUSTED  
 PE0538* NAVD 88     -        79.035  (meters)     259.30   (feet)  ADJUSTED  
 PE0538  ___________________________________________________________________
 PE0538  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 PE0538  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 PE0538  DYNAMIC HT  -          79.033 (meters)     259.29  (feet)  COMP
 PE0538  MODELED GRAV-     980,588.5   (mgal)                       NAVD 88
 PE0538
 PE0538  HORZ ORDER  -  SECOND
 PE0538  VERT ORDER  -  SECOND    CLASS 0
 PE0538
 PE0538.The horizontal coordinates were established by classical geodetic methods
 PE0538.and adjusted by the National Geodetic Survey in March 1998..
 PE0538
 PE0538.The orthometric height was determined by differential leveling
 PE0538.and adjusted by the National Geodetic Survey in June 1991..
 PE0538
 PE0538.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE0538
 PE0538.The geoid height was determined by GEOID03.
 PE0538
 PE0538.The dynamic height is computed by dividing the NAVD 88
 PE0538.geopotential number by the normal gravity value computed on the
 PE0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0538.degrees latitude (g = 980.6199 gals.).
 PE0538
 PE0538.The modeled gravity was interpolated from observed gravity values.
 PE0538
 PE0538;                    North         East     Units Scale Factor Converg.
 PE0538;SPC ME E     -   131,835.606   280,782.892   MT  0.99990454   -0 10 17.3
 PE0538;UTM  19      - 4,966,650.718   520,296.956   MT  0.99960507   +0 10 52.2
 PE0538
 PE0538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE0538!SPC ME E     -   0.99999149  x   0.99990454  =   0.99989603
 PE0538!UTM  19      -   0.99999149  x   0.99960507  =   0.99959657
 PE0538
 PE0538|---------------------------------------------------------------------|
 PE0538| PID    Reference Object                     Distance      Geod. Az  |
 PE0538|                                                           dddmmss.s |
 PE0538| PE0539 KITTREDGE RM 1                       24.695 METERS 02639     |
 PE0538| PE2209 BANGOR RAD STA WLBZ TALL MAST       APPROX. 4.1 KM 2305506.6 |
 PE0538| PE0537 KITTREDGE RM 2                       30.483 METERS 31100     |
 PE0538|---------------------------------------------------------------------|
 PE0538
 PE0538                          SUPERSEDED SURVEY CONTROL
 PE0538
 PE0538  NAD 83(1992)-  44 51 10.72973(N)    068 44 35.26823(W) AD(       ) 2
 PE0538  NAD 83(1986)-  44 51 10.73009(N)    068 44 35.26741(W) AD(       ) 2
 PE0538  NAD 27      -  44 51 10.47530(N)    068 44 37.13600(W) AD(       ) 2
 PE0538  NGVD 29 (??/??/92)   79.243  (m)          259.98   (f) ADJ UNCH    2 0
 PE0538
 PE0538.Superseded values are not recommended for survey control.
 PE0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0538.See file dsdata.txt to determine how the superseded data were derived.
 PE0538
 PE0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK2029766651(NAD 83)
 PE0538_MARKER: DS = TRIANGULATION STATION DISK
 PE0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0538_STAMPING: KITTREDGE 1958
 PE0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0538+STABILITY: SURFACE MOTION
 PE0538
 PE0538  HISTORY     - Date     Condition        Report By
 PE0538  HISTORY     - 1958     MONUMENTED       CGS
 PE0538  HISTORY     - 1958     GOOD             CGS
 PE0538  HISTORY     - 1975     SEE DESCRIPTION  NGS
 PE0538  HISTORY     - 1976     SEE DESCRIPTION  LOCENG
 PE0538
 PE0538                          STATION DESCRIPTION
 PE0538
 PE0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 PE0538'STATION IS LOCATED ABOUT 3-1/2 MILES NORTH-NORTHEAST OF BANGOR,
 PE0538'2-1/2 MILES WEST NORTHWEST OF THE PENOBSCOT RIVER, 1/2 MILE
 PE0538'NORTHWEST OF STILLWATER ROAD AND ON THE PROPERTY OF JOHN
 PE0538'F. CLARK.  STATION IS 15 FEET NORTHWEST OF WITNESS POST, 16 FEET
 PE0538'NORTHWEST OF FENCE, 58 FEET NORTH OF THE NORTHEAST CORNER OF OLD
 PE0538'SHED AND 133 FEET SOUTHEAST OF APPROXIMATE CENTERLINE OF
 PE0538'ROAD.  THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND
 PE0538'THE DISK IS STAMPED KITTREDGE 1958.
 PE0538'
 PE0538'REFERENCE MARK NO. 2 IS 33 FEET SOUTHEAST OF APPROXIMATE
 PE0538'CENTERLINE OF ROAD, 63 FEET EAST OF TELEPHONE POLE NO. 10320 AND
 PE0538'63 FEET SOUTH-SOUTHEAST OF A HIGHWAY SLOW SIGN.  THE MARK IS SET
 PE0538'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 PE0538'KITTREDGE NO. 2 1958.
 PE0538'
 PE0538'REFERENCE MARK NO. 1 IS 1-1/2 FEET NORTHWEST OF FENCE, 84
 PE0538'FEET NORTH-NORTHEAST OF WITNESS POST, AND 15 FEET SOUTH-SOUTHEAST
 PE0538'OF TRACK ROAD.  THE MARK IS SET FLUSH WITH THE SURFACE OF THE
 PE0538'GROUND AND THE DISK IS STAMPED KITTREDGE NO. 1 1958.
 PE0538'
 PE0538'TO REACH FROM THE INTERSECTION OF EXCHANGE AND STATE STREETS
 PE0538'IN BANGOR, GO EAST ON STATE STREET FOR 0.2 MILE TO THE
 PE0538'INTERSECTION OF STATE AND ESSEX STREETS.  TURN LEFT ON ESSEX
 PE0538'STREET AND GO NORTH FOR 0.65 MILE TO THE INTERSECTION OF ESSEX
 PE0538'STREET AND STILLWATER AVENUE.  TURN RIGHT ON STILLWATER AVENUE
 PE0538'AND GO NORTHEAST FOR 2.3 MILES TO CROSSROAD AT KITTREDGE
 PE0538'ROAD.  TURN LEFT ON KITTREDGE ROAD AND GO NORTH FOR 0.9 MILE TO
 PE0538'DRIVEWAY ON RIGHT.  TURN RIGHT ONTO DRIVEWAY AND GO ABOUT 40
 PE0538'YARDS THEN TURN LEFT AND GO NORTHEAST FOR 50 YARDS TO STATION
 PE0538'ON RIGHT AS DESCRIBED.
 PE0538'
 PE0538'BANGOR, WLBZ RADIO MAST (TALLEST OF 2) MAY BE USED AS AZIMUTH MARK.
 PE0538'
 PE0538'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 PE0538
 PE0538                          STATION RECOVERY (1958)
 PE0538
 PE0538'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 PE0538'4 MI N FROM BANGOR.
 PE0538'0.6 MILES NORTHWEST ALONG STATE HIGHWAY 15 FROM ITS JUNCTION WITH
 PE0538'U.S. HIGHWAY 2 AT BANGOR, THENCE 2.45 MILES NORTHEAST ALONG
 PE0538'STILLWATER ROAD, THENCE 2.45 MILES NORTHEAST ALONG STILLWATER
 PE0538'ROAD, THENCE 0.9 MILES NORTH ALONG KITTREDGE ROAD, AT A FARM
 PE0538'DRIVE SOUTHEAST, 133 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 PE0538'212 FEET EAST OF THE CENTER LINE OF THE JUNCTION OF DRIVE
 PE0538'SOUTHEAST, 115 FEET SOUTHWEST OF THE CENTER OF A POLE GATE, 54
 PE0538'FEET NORTHEAST OF THE EAST CORNER OF AN UNPAINTED BARN, 16 FEET
 PE0538'NORTHWEST OF A FENCE LINE, 15 FEET NORTHWEST OF A METAL WITNESS
 PE0538'POST, ABOUT LEVEL WITH THE ROAD, SET IN THE TOP OF A CONCRETE POST
 PE0538'FLUSH WITH THE GROUND.
 PE0538
 PE0538                          STATION RECOVERY (1975)
 PE0538
 PE0538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 PE0538'STATION WAS NOT OCCUPIED AT THIS TIME
 PE0538'
 PE0538'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND IN
 PE0538'GOOD CONDITION.
 PE0538'
 PE0538'STATION IS LOCATED ABOUT 3-1/2 MILES NORTH-NORTHEAST OF BANGOR,
 PE0538'ABOUT 2-1/2 MILES WEST-NORTHWEST OF THE PENOBSCOT RIVER, ABOUT
 PE0538'1/2 MILE NORTHWEST OF STILLWATER ROAD AND ON THE PROPERTY OF
 PE0538'MR JOHN F. CLARK WHO LIVES IN HOUSE BY THE STATION.
 PE0538'
 PE0538'TO REACH THE STATION FROM THE INTERSECTION OF STATE STREET AND
 PE0538'EXCHANGE STREET IN DOWN TOWN BANGOR, GO NORTHEAST ON STATE STREET
 PE0538'FOR 0.2 MILE TO ESSEX STREET, TURN LEFT AND GO NORTHERLY ON ESSEX
 PE0538'STREET FOR 0.65 MILE TO STILLWATER STREET, TURN RIGHT, GO
 PE0538'NORTHEAST ON STILLWATER STREET FOR 2.25 MILES TO CROSSROADS, TURN
 PE0538'LEFT ON KITTREDGE ROAD AND GO NORTHERLY ON KITTREDGE ROAD FOR
 PE0538'0.9 MILE TO DRIVEWAY ON RIGHT, TURN RIGHT INTO DRIVEWAY AND THE
 PE0538'STATION IS ABOUT 100 YARDS NORTHEAST OF HOUSE IN THE FIELD.
 PE0538'
 PE0538'STATION MARK IS A STANDARD DISK SET TOP OF 12 INCH SQUARE
 PE0538'CONCRETE MONUMENT FLUSH WITH THE GROUND AND IS STAMPED KITTREDGE
 PE0538'1958.  IT IS ABOUT 100 YARDS NORTHEAST OF HOUSE, JUST NORTHEAST
 PE0538'OF THE REMAINS OF AN OLD SHED THAT HAS FALLEN DOWN, 132 FEET
 PE0538'SOUTHEAST OF CENTER OF KITTREDGE ROAD, 24 FEET NORTH-NORTHEAST
 PE0538'OF A LONE TREE AND 15.0 FEET WEST-NORTHWEST OF WITNESS POST.
 PE0538'
 PE0538'REFERENCE MARK 1 IS A STANDARD DISK SET IN THE TOP OF A 12
 PE0538'INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND AND IS STAMPED
 PE0538'KITTREDGE NO 1 1958.  IT IS 128 FEET SOUTH-SOUTHEAST OF POWER POLE
 PE0538'103 21, 126 FEET SOUTHEAST OF CENTER OF KITTREDGE ROAD, 84 FEET
 PE0538'NORTHEAST OF WITNESS POST AND IS IN THE MIDDLE OF OPEN FIELD.
 PE0538'OPEN FIELD.
 PE0538'
 PE0538'REFERENCE MARK 2 IS A STANDARD DISK SET IN TOP OF A 12 INCH SQUARE
 PE0538'CONCRETE MONUMENT FLUSH WITH THE GROUND AND IS STAMPED KITTREDGE
 PE0538'NO 2 1958.  IT IS 132 FEET SOUTHWEST OF POWER POLE 103 21, 126
 PE0538'FEET SOUTHWEST OF GATE AT ENTRANCE TO A DUMP GROUND AND 33 FEET
 PE0538'SOUTHEAST OF THE CENTER OF KITTREDGE ROAD.
 PE0538'
 PE0538'NO AZIMUTH AT THIS STATION.  INTERSECTION STATION BANGOR
 PE0538'WLBZ RADIO MAST TALL MAY BE USED.
 PE0538'
 PE0538'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PE0538'3-1/2 MILES NORTH-NORTHEAST OF BANGOR.
 PE0538
 PE0538                          STATION RECOVERY (1976)
 PE0538
 PE0538'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 PE0538'STATIONS KITTREDGE 1958, KITTREDGE RM 1, AND KITTREDGE RM 2,
 PE0538'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0539 ***********************************************************************
 PE0539  DESIGNATION -  KITTREDGE RM 1
 PE0539  PID         -  PE0539
 PE0539  STATE/COUNTY-  ME/PENOBSCOT
 PE0539  USGS QUAD   -  VEAZIE (1988)
 PE0539
 PE0539                         *CURRENT SURVEY CONTROL
 PE0539  ___________________________________________________________________
 PE0539* NAD 83(1986)-  44 51 10.     (N)    068 44 35.     (W)     SCALED    
 PE0539* NAVD 88     -        78.729  (meters)     258.30   (feet)  ADJUSTED  
 PE0539  ___________________________________________________________________
 PE0539  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 PE0539  DYNAMIC HT  -          78.727 (meters)     258.29  (feet)  COMP
 PE0539  MODELED GRAV-     980,588.5   (mgal)                       NAVD 88
 PE0539
 PE0539  VERT ORDER  -  SECOND    CLASS 0
 PE0539
 PE0539.The horizontal coordinates were scaled from a topographic map and have
 PE0539.an estimated accuracy of +/- 6 seconds.
 PE0539
 PE0539.The orthometric height was determined by differential leveling
 PE0539.and adjusted by the National Geodetic Survey in June 1991..
 PE0539
 PE0539.The geoid height was determined by GEOID03.
 PE0539
 PE0539.The dynamic height is computed by dividing the NAVD 88
 PE0539.geopotential number by the normal gravity value computed on the
 PE0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0539.degrees latitude (g = 980.6199 gals.).
 PE0539
 PE0539.The modeled gravity was interpolated from observed gravity values.
 PE0539
 PE0539;                    North         East    Units  Estimated Accuracy
 PE0539;SPC ME E     -   131,810.      280,790.      MT  (+/- 180 meters Scaled)
 PE0539
 PE0539                          SUPERSEDED SURVEY CONTROL
 PE0539
 PE0539  NGVD 29 (??/??/92)   78.937  (m)          258.98   (f) ADJ UNCH    2 0
 PE0539
 PE0539.Superseded values are not recommended for survey control.
 PE0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0539.See file dsdata.txt to determine how the superseded data were derived.
 PE0539
 PE0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK203666(NAD 83)
 PE0539_MARKER: DR = REFERENCE MARK DISK
 PE0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0539_STAMPING: KITTREDGE NO 1 1958
 PE0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0539+STABILITY: SURFACE MOTION
 PE0539
 PE0539  HISTORY     - Date     Condition        Report By
 PE0539  HISTORY     - 1958     MONUMENTED       CGS
 PE0539
 PE0539                          STATION DESCRIPTION
 PE0539
 PE0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0539'4 MI N FROM BANGOR.
 PE0539'0.6 MILES NORTHWEST ALONG STATE HIGHWAY 15 FROM ITS JUNCTION
 PE0539'WITH U.S. HIGHWAY 2 AT BANGOR, THENCE 2.45 MILES NORTHEAST ALONG
 PE0539'STILLWATER ROAD, THENCE 0.9 MILES NORTH ALONG KITTREDGE ROAD,
 PE0539'AT A FARM DRIVE SOUTHEAST, 127 FEET SOUTHEAST OF THE CENTER
 PE0539'LINE OF THE ROAD, 282 FEET EAST OF THE CENTER LINE OF THE JUNCTION
 PE0539'OF DRIVE SOUTHEAST, 34 FEET SOUTHWEST OF THE CENTER OF A POLE
 PE0539'GATE, 137 FEET NORTHEAST OF THE EAST CORNER OF AN UNPAINTED BARN,
 PE0539'1 FOOT NORTHWEST OF A FENCE LINE, 81.1 FEET WEST-NORTHWEST OF
 PE0539'TRIANGULATION STATION KITTREDGE, 84 FEET NORTHEAST OF A METAL
 PE0539'WITNESS POST, ABOUT LEVEL WITH THE ROAD, SET IN THE TOP OF A
 PE0539'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0537 ***********************************************************************
 PE0537  DESIGNATION -  KITTREDGE RM 2
 PE0537  PID         -  PE0537
 PE0537  STATE/COUNTY-  ME/PENOBSCOT
 PE0537  USGS QUAD   -  VEAZIE (1988)
 PE0537
 PE0537                         *CURRENT SURVEY CONTROL
 PE0537  ___________________________________________________________________
 PE0537* NAD 83(1986)-  44 51 10.     (N)    068 44 35.     (W)     SCALED    
 PE0537* NAVD 88     -        78.428  (meters)     257.31   (feet)  ADJUSTED  
 PE0537  ___________________________________________________________________
 PE0537  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 PE0537  DYNAMIC HT  -          78.426 (meters)     257.30  (feet)  COMP
 PE0537  MODELED GRAV-     980,588.5   (mgal)                       NAVD 88
 PE0537
 PE0537  VERT ORDER  -  SECOND    CLASS 0
 PE0537
 PE0537.The horizontal coordinates were scaled from a topographic map and have
 PE0537.an estimated accuracy of +/- 6 seconds.
 PE0537
 PE0537.The orthometric height was determined by differential leveling
 PE0537.and adjusted by the National Geodetic Survey in June 1991..
 PE0537
 PE0537.The geoid height was determined by GEOID03.
 PE0537
 PE0537.The dynamic height is computed by dividing the NAVD 88
 PE0537.geopotential number by the normal gravity value computed on the
 PE0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0537.degrees latitude (g = 980.6199 gals.).
 PE0537
 PE0537.The modeled gravity was interpolated from observed gravity values.
 PE0537
 PE0537;                    North         East    Units  Estimated Accuracy
 PE0537;SPC ME E     -   131,810.      280,790.      MT  (+/- 180 meters Scaled)
 PE0537
 PE0537                          SUPERSEDED SURVEY CONTROL
 PE0537
 PE0537  NGVD 29 (??/??/92)   78.636  (m)          257.99   (f) ADJ UNCH    2 0
 PE0537
 PE0537.Superseded values are not recommended for survey control.
 PE0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0537.See file dsdata.txt to determine how the superseded data were derived.
 PE0537
 PE0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK203666(NAD 83)
 PE0537_MARKER: DR = REFERENCE MARK DISK
 PE0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0537_STAMPING: KITTREDGE NO 2 1958
 PE0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0537+STABILITY: SURFACE MOTION
 PE0537
 PE0537  HISTORY     - Date     Condition        Report By
 PE0537  HISTORY     - 1958     MONUMENTED       CGS
 PE0537
 PE0537                          STATION DESCRIPTION
 PE0537
 PE0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0537'4 MI N FROM BANGOR.
 PE0537'0.6 MILES NORTHWEST ALONG STATE HIGHWAY 15 FROM ITS JUNCTION
 PE0537'WITH U.S. HIGHWAY 2 AT BANGOR, THENCE 2.45 MILES NORTHEAST
 PE0537'ALONG STILLWATER ROAD, THENCE 0.9 MILES NORTH ALONG KITTREDGE
 PE0537'ROAD, AT A FARM DRIVE SOUTHEAST, 31 FEET SOUTHEAST OF THE CENTER
 PE0537'LINE OF THE ROAD, 63 FEET EAST AND ACROSS THE ROAD FROM TELEPHONE
 PE0537'POLE 103-20, 68 FEET EAST AND ACROSS THE ROAD FROM A FENCE CORNER,
 PE0537'129 FEET WEST OF THE CENTER OF A POLE GATE, 124 FEET NORTH OF
 PE0537'THE NORTH CORNER OF AN UNPAINTED BARN, 187 FEET NORTHEAST OF THE
 PE0537'CENTER LINE OF THE DRIVE, 100.0 FEET NORTHWEST OF TRIANGULATION
 PE0537'STATION KITTREDGE, 115 FEET NORTHWEST OF A METAL WITNESS POST,
 PE0537'ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, SET IN THE TOP OF A
 PE0537'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2562 ***********************************************************************
 OC2562  DESIGNATION -  KNIGHT
 OC2562  PID         -  OC2562
 OC2562  STATE/COUNTY-  ME/YORK
 OC2562  USGS QUAD   -  SOMERSWORTH (1998)
 OC2562
 OC2562                         *CURRENT SURVEY CONTROL
 OC2562  ___________________________________________________________________
 OC2562* NAD 83(1996)-  43 15 11.33443(N)    070 46 11.58426(W)     ADJUSTED  
 OC2562* NAVD 88     -        51.1    (meters)     168.     (feet)  VERTCON   
 OC2562  ___________________________________________________________________
 OC2562  LAPLACE CORR-           3.49  (seconds)                    DEFLEC99
 OC2562  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 OC2562
 OC2562  HORZ ORDER  -  SECOND
 OC2562
 OC2562.The horizontal coordinates were established by classical geodetic methods
 OC2562.and adjusted by the National Geodetic Survey in March 1998..
 OC2562
 OC2562.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2562
 OC2562.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2562
 OC2562.The geoid height was determined by GEOID03.
 OC2562
 OC2562;                    North         East     Units Scale Factor Converg.
 OC2562;SPC ME W     -    46,813.898   851,017.019   MT  0.99999617   -0 24 48.0
 OC2562;UTM  19      - 4,790,447.870   356,331.846   MT  0.99985391   -1 12 46.7
 OC2562
 OC2562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2562!SPC ME W     -   0.99999617  x   0.99999617  =   0.99999234
 OC2562!UTM  19      -   0.99999617  x   0.99985391  =   0.99985008
 OC2562
 OC2562|---------------------------------------------------------------------|
 OC2562| PID    Reference Object                     Distance      Geod. Az  |
 OC2562|                                                           dddmmss.s |
 OC2562| OC2577 KNIGHT AZ MK A PT                   382.060 METERS 11030     |
 OC2562| OC2578 KNIGHT AZ MK                        384.458 METERS 11133     |
 OC2562| OC2313 MT AGAMENTICUS MICROWAVE            APPROX. 7.1 KM 1171721.3 |
 OC2562| CE8272 KNIGHT RM 1                          15.625 METERS 14705     |
 OC2562| OC2354 SOUTH BERWICK LARGE BLACK TANK      APPROX. 3.6 KM 2414706.4 |
 OC2562| CE8273 KNIGHT RM 2                          13.976 METERS 26416     |
 OC2562|---------------------------------------------------------------------|
 OC2562
 OC2562                          SUPERSEDED SURVEY CONTROL
 OC2562
 OC2562  NAD 83(1992)-  43 15 11.33308(N)    070 46 11.58448(W) AD(       ) 2
 OC2562  NAD 83(1986)-  43 15 11.33765(N)    070 46 11.59109(W) AD(       ) 2
 OC2562  NAD 27      -  43 15 11.03059(N)    070 46 13.38801(W) AD(       ) 2
 OC2562  NGVD 29 (07/19/86)   51.3    (m)          168.     (f) VERT ANG       
 OC2562
 OC2562.Superseded values are not recommended for survey control.
 OC2562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2562.See file dsdata.txt to determine how the superseded data were derived.
 OC2562
 OC2562_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH5633290448(NAD 83)
 OC2562_MARKER: DS = TRIANGULATION STATION DISK
 OC2562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC2562_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC2562
 OC2562  HISTORY     - Date     Condition        Report By
 OC2562  HISTORY     - 1976     MONUMENTED       NGS
 OC2562
 OC2562                          STATION DESCRIPTION
 OC2562
 OC2562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2562'THE STATION IS LOCATED ON TOP OF A HILL KNOWN LOCALLY AS SPRING
 OC2562'HILL, OVERLOOKING KNIGHTS POND.  IT IS ABOUT 5 MILES EAST OF
 OC2562'BERWICK, 2 MILES NORTHEAST OF SOUTH BERWICK, AND 4 MILES SOUTHWEST
 OC2562'OF NORTH BERWICK.
 OC2562'
 OC2562'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 4 AND 9
 OC2562'IN NORTH BERWICK, GO SOUTHERLY ON ROUTES 4 AND 9 TO WHERE
 OC2562'ROUTES 4 AND 9 SPLIT, HERE CONTINUE SOUTHERLY ON ROUTE 4
 OC2562'FOR 0.45 MILE TO A RAILROAD CROSSING, CONTINUE ON ROUTE 4
 OC2562'FOR 1.4 MILES TO THE KNIGHT POND ROAD ON THE LEFT, HERE TURN
 OC2562'LEFT AND GO EASTERLY ON THE KNIGHTS POND ROAD FOR 0.85 MILE
 OC2562'TO A FORK, HERE BEAR RIGHT AND GO SOUTHERLY ON THE KNIGHTS
 OC2562'POND ROAD FOR 1.55 MILES TO A FORK, HERE BEAR RIGHT AND GO
 OC2562'NORTHERLY ON THE OLD POND ROAD FOR 0.20 MILE TO THE STATION
 OC2562'ON THE RIGHT.
 OC2562'
 OC2562'THE STATION IS A STANDARD DISK STAMPED-KNIGHT 1976-SET
 OC2562'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST WHICH
 OC2562'IS 1 INCH BELOW THE SURFACE OF THE GROUND.  THE SUBSURFACE
 OC2562'MARK IS A STANDARD DISK STAMPED KNIGHT 1976, SET IN AN
 OC2562'IRREGULAR MASS OF CONCRETE ABOUT 48 INCHES BELOW THE SURFACE
 OC2562'OF THE GROUND.  THE STATION IS 4.5 FEET SOUTH-SOUTHWEST OF A
 OC2562'METAL WITNESS POST, 8.5 FEET NORTHWEST OF A POLE NUMBERED 28107,
 OC2562'0.9 FEET SOUTH OF A 24-INCH ELM, 20 FEET EAST-NORTHEAST OF THE
 OC2562'CENTERLINE OF THE ROAD AND 75.1 FEET NORTHEAST OF THE
 OC2562'NORTHEAST CORNER OF A HOUSE.
 OC2562'
 OC2562'REFERENCE MARK NUMBER 1 IS A STANDARD REFERENCE MARK DISK
 OC2562'STAMPED--KNIGHT NO 1 1976--, SET IN THE TOP OF A 12-INCH
 OC2562'CYLINDRICAL CONCRETE POST WHICH IS 1 INCH BELOW THE SURFACE
 OC2562'OF THE GROUND.  IT IS 3.9 FEET WEST-SOUTHWEST OF A METAL
 OC2562'WITNESS POST, 72 FEET EAST OF THE NORTHEAST CORNER OF A
 OC2562'HOUSE, 68.3 FEET NORTHEAST OF THE SOUTHEAST CORNER OF A HOUSE,
 OC2562'44.9 FEET SOUTH-SOUTHEAST OF A POLE NUMBERED 28107 AND  17
 OC2562'FEET NORTHEAST OF THE CENTERLINE OF THE ROAD.
 OC2562'
 OC2562'REFERENCE MARK NUMBER 2 IS A STANDARD REFERENCE MARK DISK STAMPED--
 OC2562'KNIGHT NO 2 1976--,  SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OC2562'CONCRETE POST WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 OC2562'IT IS 7.5 FEET NORTHEAST OF A 18-INCH CHESTNUT, 4.3 FEET
 OC2562'NORTHEAST OF A METAL WITNESS POST, 919 FEET SOUTHWEST OF THE
 OC2562'CENTERLINE OF THE ROAD AND 59 FEET NORTH OF THE NORTHEAST
 OC2562'CORNER OF A HOUSE.
 OC2562'
 OC2562'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED--
 OC2562'KNIGHT AZ 1976--, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OC2562'CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 OC2562'IT IS 6.2 FEET EAST-SOUTHEAST OF A POLE NUMBERED CMP 89.
 OC2562'
 OC2562'THE AZIMUTH MARK IS 24.3 FEET SOUTH-SOUTHEAST OF THE CENTERLINE
 OC2562'OF THE ROAD, 2.8 FEET NORTH-NORTHWEST OF A METAL WITNESS POST,
 OC2562'AND 100 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF A
 OC2562'LARGE WOODEN BUILDING.
 OC2562'
 OC2562'TO REACH THE AZIMUTH FROM THE STATION, GO SOUTHERLY ON THE
 OC2562'OLD POND ROAD FOR 0.2 MILE TO THE JUNCTION OF THE KNIGHT
 OC2562'POND ROAD, HERE BEAR LEFT AND GO 0.05 MILE TO THE AZIMUTH
 OC2562'MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0704 ***********************************************************************
 QF0704  DESIGNATION -  KNIGHTS POINT
 QF0704  PID         -  QF0704
 QF0704  STATE/COUNTY-  ME/WASHINGTON
 QF0704  USGS QUAD   -  DEVILS HEAD (1977)
 QF0704
 QF0704                         *CURRENT SURVEY CONTROL
 QF0704  ___________________________________________________________________
 QF0704* NAD 83(1996)-  45 10 00.22698(N)    067 14 10.46801(W)     ADJUSTED  
 QF0704* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 QF0704  ___________________________________________________________________
 QF0704  LAPLACE CORR-           3.95  (seconds)                    DEFLEC99
 QF0704  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 QF0704
 QF0704  HORZ ORDER  -  THIRD
 QF0704
 QF0704.The horizontal coordinates were established by classical geodetic methods
 QF0704.and adjusted by the National Geodetic Survey in March 1998..
 QF0704
 QF0704.The orthometric height was scaled from a topographic map.
 QF0704
 QF0704.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0704
 QF0704.The geoid height was determined by GEOID03.
 QF0704
 QF0704;                    North         East     Units Scale Factor Converg.
 QF0704;SPC ME E     -   167,447.933   399,344.008   MT  1.00002131   +0 53 46.6
 QF0704;UTM  19      - 5,002,985.396   638,607.332   MT  0.99983623   +1 15 03.6
 QF0704
 QF0704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0704!SPC ME E     -   1.00000257  x   1.00002131  =   1.00002388
 QF0704!UTM  19      -   1.00000257  x   0.99983623  =   0.99983880
 QF0704
 QF0704:                Primary Azimuth Mark                     Grid Az
 QF0704:SPC ME E     -  NARROWS                                  120 19 46.2
 QF0704:UTM  19      -  NARROWS                                  119 58 29.2
 QF0704
 QF0704|---------------------------------------------------------------------|
 QF0704| PID    Reference Object                     Distance      Geod. Az  |
 QF0704|                                                           dddmmss.s |
 QF0704| QF0700 NARROWS                             APPROX. 0.9 KM 1211332.8 |
 QF0704| QF0705 BOG BROOK CHURCH SPIRE              APPROX. 0.5 KM 1611430.1 |
 QF0704| CE8910 KNIGHTS POINT RM 1                   14.677 METERS 18058     |
 QF0704| CE8911 KNIGHTS POINT RM 2                    3.015 METERS 35341     |
 QF0704|---------------------------------------------------------------------|
 QF0704
 QF0704                          SUPERSEDED SURVEY CONTROL
 QF0704
 QF0704  NAD 83(1992)-  45 10 00.22157(N)    067 14 10.46618(W) AD(       ) 3
 QF0704  NAD 83(1986)-  45 10 00.22448(N)    067 14 10.47060(W) AD(       ) 3
 QF0704  NAD 27      -  45 09 59.95290(N)    067 14 12.50718(W) AD(       ) 3
 QF0704
 QF0704.Superseded values are not recommended for survey control.
 QF0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0704.See file dsdata.txt to determine how the superseded data were derived.
 QF0704
 QF0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL3860702985(NAD 83)
 QF0704_MARKER: DD = SURVEY DISK
 QF0704_SETTING: 80 = SET IN A BOULDER
 QF0704_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF0704
 QF0704  HISTORY     - Date     Condition        Report By
 QF0704  HISTORY     - 1909     MONUMENTED       IBC
 QF0704  HISTORY     - 1946     GOOD             CGS
 QF0704
 QF0704                          STATION DESCRIPTION
 QF0704
 QF0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (NWS)
 QF0704'THE STATION IS ON THE S BANK OF THE ST. CROIX RIVER, 2-3/4 MILES
 QF0704'BELOW CALAIS, ON KNIGHTS POINT.  THE STATION IS ON THE FLAT TOP OF
 QF0704'THE POINT ABOUT 7 METERS FROM THE EASTERN EDGE OF THE BANK, AND
 QF0704'ABOUT 55 METERS FROM THE EXTREME END OF THE POINT.  A LARGE
 QF0704'BOULDER ON THE BEACH JUST OFF THE POINT HAS A COPPER BOLT SET
 QF0704'IN IT.  THE SIGNIFICANCE OF THIS MARK IS NOT KNOWN, BUT IT IS
 QF0704'SAID TO HAVE BEEN THERE MANY YEARS.
 QF0704'
 QF0704'THE STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE IN THE
 QF0704'FLAT TOP OF A BLACK GRANITE ROCK NEARLY FLUSH WITH THE
 QF0704'GROUND.  A CROSS WITHIN A TRIANGLE IS CUT ON A LARGE BLACK GRANITE
 QF0704'BOULDER 15 METERS INLAND FROM THE RIVERBANK AND S. 0 DEG 58 MIN
 QF0704'W., 14.68 METERS FROM THE STATION.  A CROSS WITHIN A TRIANGLE CUT
 QF0704'ON THE LARGEST BOULDER IN THE VICINITY BEARS N. 6 DEG 19 MIN W.,
 QF0704'3.02 METERS DISTANT FROM THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0746 ***********************************************************************
 QF0746  DESIGNATION -  KNIGHTS POINT 2
 QF0746  PID         -  QF0746
 QF0746  STATE/COUNTY-  ME/WASHINGTON
 QF0746  USGS QUAD   -  DEVILS HEAD (1977)
 QF0746
 QF0746                         *CURRENT SURVEY CONTROL
 QF0746  ___________________________________________________________________
 QF0746* NAD 83(1996)-  45 10 00.22299(N)    067 14 10.46238(W)     ADJUSTED  
 QF0746* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 QF0746  ___________________________________________________________________
 QF0746  LAPLACE CORR-           3.95  (seconds)                    DEFLEC99
 QF0746  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 QF0746
 QF0746  HORZ ORDER  -  THIRD
 QF0746
 QF0746.The horizontal coordinates were established by classical geodetic methods
 QF0746.and adjusted by the National Geodetic Survey in March 1998..
 QF0746
 QF0746.The orthometric height was scaled from a topographic map.
 QF0746
 QF0746.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0746
 QF0746.The geoid height was determined by GEOID03.
 QF0746
 QF0746;                    North         East     Units Scale Factor Converg.
 QF0746;SPC ME E     -   167,447.812   399,344.133   MT  1.00002131   +0 53 46.6
 QF0746;UTM  19      - 5,002,985.276   638,607.457   MT  0.99983623   +1 15 03.6
 QF0746
 QF0746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0746!SPC ME E     -   1.00000257  x   1.00002131  =   1.00002388
 QF0746!UTM  19      -   1.00000257  x   0.99983623  =   0.99983880
 QF0746
 QF0746:                Primary Azimuth Mark                     Grid Az
 QF0746:SPC ME E     -  OLIVE IBC 1946                           198 44 54.9
 QF0746:UTM  19      -  OLIVE IBC 1946                           198 23 37.9
 QF0746
 QF0746|---------------------------------------------------------------------|
 QF0746| PID    Reference Object                     Distance      Geod. Az  |
 QF0746|                                                           dddmmss.s |
 QF0746| QF0710 OLIVE IBC 1946                      APPROX. 1.1 KM 1993841.5 |
 QF0746| CE8909 KNIGHTS POINT 2 RM 1                  3.033 METERS 35239     |
 QF0746|---------------------------------------------------------------------|
 QF0746
 QF0746                          SUPERSEDED SURVEY CONTROL
 QF0746
 QF0746  NAD 83(1992)-  45 10 00.21759(N)    067 14 10.46054(W) AD(       ) 3
 QF0746  NAD 83(1986)-  45 10 00.22041(N)    067 14 10.46475(W) AD(       ) 3
 QF0746  NAD 27      -  45 09 59.95400(N)    067 14 12.50600(W) AD(       ) 3
 QF0746
 QF0746.Superseded values are not recommended for survey control.
 QF0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0746.See file dsdata.txt to determine how the superseded data were derived.
 QF0746
 QF0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL3860702985(NAD 83)
 QF0746_MARKER: DH = HORIZONTAL CONTROL DISK
 QF0746_SETTING: 80 = SET IN A BOULDER
 QF0746_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF0746
 QF0746  HISTORY     - Date     Condition        Report By
 QF0746  HISTORY     - 1946     MONUMENTED       IBC
 QF0746
 QF0746                          STATION DESCRIPTION
 QF0746
 QF0746'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF0746'ON THE S BANK OF THE ST CROIX RIVER, 2-3/4 MILES BELOW CALAIS, ON
 QF0746'KNIGHTS POINT.  THE STATION IS ON THE FLAT TOP OF THE POINT ABOUT 7
 QF0746'METERS FROM THE EASTERN EDGE OF THE BANK, AND ABOUT 55 METERS FROM THE
 QF0746'EXTREME END OF THE POINT.  A LARGE BOULDER ON THE BEACH JUST OFF THE
 QF0746'POINT HAS A COPPER BOLT SET IN IT.  THE SIGNIFICANCE OF THIS MARK IS
 QF0746'NOT KNOWN, BUT IT IS SAID TO HAVE BEEN THERE MANY YEARS.
 QF0746'
 QF0746'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE IN THE FLAT TOP OF A
 QF0746'BLACK GRANITE ROCK NEARLY FLUSH WITH THE GROUND.  A CROSS WITHIN A
 QF0746'TRIANGLE IS CUT ON A LARGE BLACK GRANITE BOULDER 15 METERS INLAND FROM
 QF0746'THE RIVERBANK AND S 0 58 W, 14.68 METERS FROM THE STATION.  A
 QF0746'LIKE MARK CUT ON THE LARGEST BOULDER IN THE VICINITY BEARS N 6
 QF0746'19 W, 3.02 METERS DISTANT FROM THE STATION.
 QF0746'
 QF0746'THIS IS THE SAME STATION MARK AS KNIGHTS POINT, BUT IT IS BELIEVED THE
 QF0746'MARK WAS DISTURBED PRIOR TO 1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0707 ***********************************************************************
 RF0707  DESIGNATION -  KNOWLES CORNER
 RF0707  PID         -  RF0707
 RF0707  STATE/COUNTY-  ME/AROOSTOOK
 RF0707  USGS QUAD   -  KNOWLES CORNER (1986)
 RF0707
 RF0707                         *CURRENT SURVEY CONTROL
 RF0707  ___________________________________________________________________
 RF0707* NAD 83(1996)-  46 12 17.56189(N)    068 20 27.00264(W)     ADJUSTED  
 RF0707* NAVD 88     -       375.     (meters)    1230.     (feet)  SCALED    
 RF0707  ___________________________________________________________________
 RF0707  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 RF0707  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 RF0707
 RF0707  HORZ ORDER  -  FIRST
 RF0707
 RF0707.The horizontal coordinates were established by classical geodetic methods
 RF0707.and adjusted by the National Geodetic Survey in March 1998..
 RF0707
 RF0707.The orthometric height was scaled from a topographic map.
 RF0707
 RF0707.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0707
 RF0707.The geoid height was determined by GEOID03.
 RF0707
 RF0707;                    North         East     Units Scale Factor Converg.
 RF0707;SPC ME E     -   282,056.897   312,282.704   MT  0.99990185   +0 06 53.6
 RF0707;UTM  19      - 5,117,022.435   550,851.986   MT  0.99963179   +0 28 32.9
 RF0707
 RF0707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0707!SPC ME E     -   0.99994498  x   0.99990185  =   0.99984683
 RF0707!UTM  19      -   0.99994498  x   0.99963179  =   0.99957679
 RF0707
 RF0707|---------------------------------------------------------------------|
 RF0707| PID    Reference Object                     Distance      Geod. Az  |
 RF0707|                                                           dddmmss.s |
 RF0707| DA5447 KNOWLES CORNER RM 1                  15.658 METERS 00039     |
 RF0707| DA5448 KNOWLES CORNER RM 2                  19.411 METERS 26704     |
 RF0707| DA5446 KNOWLES CORNER AZ MK                               3025737.2 |
 RF0707|---------------------------------------------------------------------|
 RF0707
 RF0707                          SUPERSEDED SURVEY CONTROL
 RF0707
 RF0707  NAD 83(1992)-  46 12 17.55759(N)    068 20 26.99836(W) AD(       ) 1
 RF0707  NAD 83(1986)-  46 12 17.55938(N)    068 20 27.01189(W) AD(       ) 1
 RF0707  NAD 27      -  46 12 17.38100(N)    068 20 28.89660(W) AD(       ) 1
 RF0707
 RF0707.Superseded values are not recommended for survey control.
 RF0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0707.See file dsdata.txt to determine how the superseded data were derived.
 RF0707
 RF0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM5085217022(NAD 83)
 RF0707_MARKER: Z = SEE DESCRIPTION
 RF0707_SETTING: 0 = UNSPECIFIED SETTING
 RF0707
 RF0707  HISTORY     - Date     Condition        Report By
 RF0707  HISTORY     - 1941     MONUMENTED       CGS
 RF0707  HISTORY     - 1962     SEE DESCRIPTION  CGS
 RF0707
 RF0707                          STATION DESCRIPTION
 RF0707
 RF0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 RF0707'STATION IS LOCATED ABOUT 15-1/2 MILES N BY E OF PATTEN, ABOUT 25
 RF0707'MILES W BY N OF HOULTON, ON THE HIGHEST PART OF A FLAT WOODED
 RF0707'HILL ABOUT 1/2 MILE W OF A SMALL SETTLEMENT KNOWN AS KNOWLES
 RF0707'CORNER.
 RF0707'
 RF0707'SURFACE STATION MARK IS A STANDARD DISK SET IN A SQUARE BLOCK OF
 RF0707'CONCRETE, PROJECTING ABOUT 6 INCHES ABOVE THE GROUND.  STAMPED
 RF0707'KNOWLES CORNER 1941.
 RF0707'
 RF0707'UNDERGROUND MARK IS A STANDARD DISK IN A BLOCK OF CONCRETE.
 RF0707'
 RF0707'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A SQUARE BLOCK OF
 RF0707'CONCRETE, PROJECTS ABOUT 4 INCHES ABOVE THE GROUND, ABOUT 1 FOOT
 RF0707'LOWER THAN STATION MARK, N OF STATION ALONG E EDGE OF CLEARED
 RF0707'FIELD.  STAMPED KNOWLES CORNER NO. 1, 1941.
 RF0707'
 RF0707'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A SQUARE BLOCK
 RF0707'OF CONCRETE, PROJECTS ABOUT 4 INCHES ABOVE THE GROUND, ABOUT 1
 RF0707'FOOT LOWER THAN STATION MARK, W OF STATION, ALONG SOUTHERN EDGE
 RF0707'OF CLEARED FIELD.  STAMPED KNOWLES CORNER NO. 2, 1941.
 RF0707'
 RF0707'AZIMUTH MARK IS A STANDARD DISK SET IN A DRILL HOLE IN A BOULDER
 RF0707'WHICH PROJECTS ABOUT 3 INCHES ABOVE THE GROUND, ABOUT 0.2 MILE
 RF0707'NW OF STATION.  STAMPED KNOWLES CORNER 1941.
 RF0707'
 RF0707'TO REACH STATION FROM PATTEN POST OFFICE FOLLOW STATE HIGHWAY
 RF0707'11 N FOR 16.3 MILES TO KNOWLES CORNER.  KNOWLES CORNER CAN BE
 RF0707'IDENTIFIED BY A FARMHOUSE AT THE LEFT, W, OF THE ROAD AT THE TOP
 RF0707'OF A HILL, A DIRT ROAD RIGHT, E, LEADING TO SMYRNA MILLS.  TURN
 RF0707'LEFT, W, ON A FARM ROAD LEADING BETWEEN THE HOUSE AND BARN AND
 RF0707'FOLLOW IT FOR 0.5 MILE TO A RIGHT ANGLE IN THE WOODS LINE TO THE
 RF0707'S OF THE ROAD.  TURN LEFT, S, ACROSS CLEARED FIELD FOR 0.1 MILE
 RF0707'TO SE CORNER OF FIELD BOUNDED BY SPRUCE TREES AND STATION.
 RF0707
 RF0707                          STATION RECOVERY (1962)
 RF0707
 RF0707'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JDB)
 RF0707'THE STATION WAS RECOVERED AND THE STATION MARK AND BOTH REFERENCE
 RF0707'MARKS WERE FOUND IN GOOD CONDITION.  THE STATION IS NOW LOCATED ON
 RF0707'LAND OWNED BY MRS. MABLE KENNEDY.
 RF0707'
 RF0707'THE TO-REACH BY P.L.B. IN 1941 IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1326 ***********************************************************************
 QG1326  DESIGNATION -  KOKADJO
 QG1326  PID         -  QG1326
 QG1326  STATE/COUNTY-  ME/PISCATAQUIS
 QG1326  USGS QUAD   -  KOKADJO (1988)
 QG1326
 QG1326                         *CURRENT SURVEY CONTROL
 QG1326  ___________________________________________________________________
 QG1326* NAD 83(1996)-  45 40 53.46555(N)    069 25 51.97967(W)     ADJUSTED  
 QG1326* NAVD 88     -       412.12   (+/-2cm)    1352.1    (feet)  VERTCON   
 QG1326  ___________________________________________________________________
 QG1326  LAPLACE CORR-           4.59  (seconds)                    DEFLEC99
 QG1326  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 QG1326
 QG1326  HORZ ORDER  -  THIRD
 QG1326  VERT ORDER  -  THIRD ? (See Below)
 QG1326
 QG1326.The horizontal coordinates were established by classical geodetic methods
 QG1326.and adjusted by the National Geodetic Survey in March 1998..
 QG1326
 QG1326.The NAVD 88 height was computed by applying the VERTCON shift value to
 QG1326.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QG1326.The vertical order pertains to the NGVD 29 superseded value.
 QG1326
 QG1326.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1326
 QG1326.The geoid height was determined by GEOID03.
 QG1326
 QG1326;                    North         East     Units Scale Factor Converg.
 QG1326;SPC ME E     -   224,300.497   227,468.130   MT  0.99996466   -0 39 58.3
 QG1326;SPC ME W     -   316,735.174   957,303.075   MT  1.00000702   +0 31 34.6
 QG1326;UTM  19      - 5,058,753.338   466,427.511   MT  0.99961386   -0 18 30.4
 QG1326
 QG1326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1326!SPC ME E     -   0.99993920  x   0.99996466  =   0.99990387
 QG1326!SPC ME W     -   0.99993920  x   1.00000702  =   0.99994622
 QG1326!UTM  19      -   0.99993920  x   0.99961386  =   0.99955309
 QG1326
 QG1326:                Primary Azimuth Mark                     Grid Az
 QG1326:SPC ME E     -  KOKADJO AZ MK                            015 39 39.7
 QG1326:SPC ME W     -  KOKADJO AZ MK                            014 28 06.8
 QG1326:UTM  19      -  KOKADJO AZ MK                            015 18 11.8
 QG1326
 QG1326|---------------------------------------------------------------------|
 QG1326| PID    Reference Object                     Distance      Geod. Az  |
 QG1326|                                                           dddmmss.s |
 QG1326| DA5125 KOKADJO AZ MK                                      0145941.4 |
 QG1326| DA5126 KOKADJO RM 1                         29.690 METERS 03100     |
 QG1326| DA5127 KOKADJO RM 2                         21.345 METERS 10804     |
 QG1326|---------------------------------------------------------------------|
 QG1326
 QG1326                          SUPERSEDED SURVEY CONTROL
 QG1326
 QG1326  NAD 83(1992)-  45 40 53.46389(N)    069 25 51.97233(W) AD(       ) 3
 QG1326  NAD 83(1986)-  45 40 53.46799(N)    069 25 51.98419(W) AD(       ) 3
 QG1326  NAD 27      -  45 40 53.30900(N)    069 25 53.78800(W) AD(       ) 3
 QG1326  NGVD 29 (07/19/86)  412.28   (m)         1352.6    (f) LEVELING    3  
 QG1326
 QG1326.Superseded values are not recommended for survey control.
 QG1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1326.See file dsdata.txt to determine how the superseded data were derived.
 QG1326
 QG1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL6642858753(NAD 83)
 QG1326_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QG1326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG1326
 QG1326  HISTORY     - Date     Condition        Report By
 QG1326  HISTORY     - 1955     MONUMENTED       CGS
 QG1326
 QG1326                          STATION DESCRIPTION
 QG1326
 QG1326'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 QG1326'THE STATION IS LOCATED ALONG THE WEST SIDE OF A NORTH-SOUTH
 QG1326'GRAVELED ROAD, ABOUT 1-1/2 MILES NORTHEAST OF KOKADJO, 34 FEET
 QG1326'WEST OF THE CENTERLINE OF THE NORTH-SOUTH GRAVELED ROAD AND 7.5
 QG1326'FEET NORTH OF A WHITE WITNESS POST.
 QG1326'
 QG1326'TO REACH.  FROM THE U.S. POST OFFICE IN KOKADJO, GO EASTERLY,
 QG1326'ON GRAVELED ROAD 0.3 MILE TO FORKS.  TAKE LEFT FORK, AND GO
 QG1326'NORTHERLY 0.85 MILE TO THE STATION.
 QG1326'
 QG1326'THE STATION MARK IS A STANDARD DISK, STAMPED KOKADJO 1955, SET
 QG1326'IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 QG1326'ABOUT 8 INCHES.
 QG1326'
 QG1326'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED KOKADJO
 QG1326'NO 1 1955, SET IN A DRILL HOLE IN A BOULDER 18 INCHES IN
 QG1326'DIAMETER WHICH PROJECTS ABOUT 5 INCHES AND IS ABOUT 2-1/2 FEET
 QG1326'LOWER THAN THE STATION.  IT IS LOCATED 25 FEET EAST OF THE
 QG1326'CENTERLINE OF THE NORTH-SOUTH GRAVELED ROAD.
 QG1326'
 QG1326'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED KOKADJO NO
 QG1326'2 1955, SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS
 QG1326'ABOUT FLUSH WITH THE GROUND AND IS ABOUT 2 FEET HIGHER THAN THE
 QG1326'STATION.  IT IS LOCATED 30 FEET EAST OF THE CENTERLINE OF THE
 QG1326'NORTH-SOUTH GRAVELED ROAD.
 QG1326'
 QG1326'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED KOKADJO 1955, SET
 QG1326'IN A DRILL HOLE IN A BOULDER 24 INCHES IN DIAMETER WHICH
 QG1326'PROJECTS ABOUT 20 INCHES.  IT IS LOCATED ON A LOW RIDGE, ABOUT
 QG1326'200 FEET SOUTH OF THE HIGHEST POINT OF THE RIDGE, 47 FEET
 QG1326'NORTHEAST OF A BRACED TELEPHONE POLE AND 28.5 FEET EAST OF THE
 QG1326'CENTERLINE OF THE NORTH-SOUTH GRAVELED ROAD.  TO REACH.  FROM
 QG1326'THE STATION, GO NORTHERLY 0.65 MILE TO THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2054 ***********************************************************************
 OC2054  DESIGNATION -  KRISTEN MEDOT 1975
 OC2054  PID         -  OC2054
 OC2054  STATE/COUNTY-  ME/YORK
 OC2054  USGS QUAD   -  BIDDEFORD (1975)
 OC2054
 OC2054                         *CURRENT SURVEY CONTROL
 OC2054  ___________________________________________________________________
 OC2054* NAD 83(1996)-  43 27 56.37144(N)    070 22 53.69392(W)     ADJUSTED  
 OC2054* NAVD 88     -         5.8    (meters)      19.     (feet)  VERTCON   
 OC2054  ___________________________________________________________________
 OC2054  LAPLACE CORR-           3.37  (seconds)                    DEFLEC99
 OC2054  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 OC2054
 OC2054  HORZ ORDER  -  SECOND
 OC2054
 OC2054.The horizontal coordinates were established by classical geodetic methods
 OC2054.and adjusted by the National Geodetic Survey in March 1998..
 OC2054
 OC2054.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2054
 OC2054.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2054
 OC2054.The geoid height was determined by GEOID03.
 OC2054
 OC2054;                    North         East     Units Scale Factor Converg.
 OC2054;SPC ME W     -    70,268.697   882,609.120   MT  0.99997039   -0 08 52.2
 OC2054;UTM  19      - 4,813,454.518   388,243.078   MT  0.99975363   -0 57 01.9
 OC2054
 OC2054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2054!SPC ME W     -   1.00000320  x   0.99997039  =   0.99997359
 OC2054!UTM  19      -   1.00000320  x   0.99975363  =   0.99975683
 OC2054
 OC2054:                Primary Azimuth Mark                     Grid Az
 OC2054:SPC ME W     -  ALLISON MEDOT 1975                       007 07 37.0
 OC2054:UTM  19      -  ALLISON MEDOT 1975                       007 55 46.7
 OC2054
 OC2054|---------------------------------------------------------------------|
 OC2054| PID    Reference Object                     Distance      Geod. Az  |
 OC2054|                                                           dddmmss.s |
 OC2054| OC1906 ALLISON MEDOT 1975                  APPROX. 5.5 KM 0065844.8 |
 OC2054| OC2053 ST FRANCIS                          APPROX. 1.0 KM 2191609.8 |
 OC2054|---------------------------------------------------------------------|
 OC2054
 OC2054                          SUPERSEDED SURVEY CONTROL
 OC2054
 OC2054  NAD 83(1992)-  43 27 56.37005(N)    070 22 53.69535(W) AD(       ) 2
 OC2054  NAD 83(1986)-  43 27 56.37608(N)    070 22 53.70098(W) AD(       ) 2
 OC2054  NAD 27      -  43 27 56.07363(N)    070 22 55.53143(W) AD(       ) 2
 OC2054  NGVD 29 (07/19/86)    6.0    (m)           20.     (f) VERT ANG       
 OC2054
 OC2054.Superseded values are not recommended for survey control.
 OC2054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2054.See file dsdata.txt to determine how the superseded data were derived.
 OC2054
 OC2054_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ8824313455(NAD 83)
 OC2054_MARKER: DD = SURVEY DISK
 OC2054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC2054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OC2054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC2054+STABILITY: SURFACE MOTION
 OC2054
 OC2054  HISTORY     - Date     Condition        Report By
 OC2054  HISTORY     - 1975     MONUMENTED       MEDT
 OC2054
 OC2054                          STATION DESCRIPTION
 OC2054
 OC2054'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975 (RCA)
 OC2054'THE STATION IS LOCATED IN THE CITY OF SACO IN THE AREA KNOWN AS
 OC2054'CAMP ELLIS ABOUT 2-1/4 MILES NORTHWEST OF BIDDEFORD POOL, 3-1/2
 OC2054'MILES SOUTH OF OLD ORCHARD BEACH AND 4 MILES SOUTHEAST OF SACO.
 OC2054'
 OC2054'TO REACH THE STATION FROM THE U.S. POST OFFICE IN SACO, GO
 OC2054'NORTHEAST ON STATE ROUTE 9 FOR 0.25 TO INTERSECTION WITH U.S. ROUTE
 OC2054'1 AND STATE ROUTE 5.  HERE TURN RIGHT AND GO EAST ON STATE ROUTE
 OC2054'9 FOR 3.75 MILES TO WHERE STATE ROUTE 9 TURNS 90 DEG TO THE LEFT,
 OC2054'TURN RIGHT ONTO SEASIDE STREET AND GO SOUTH FOR 0.05 MILE TO
 OC2054'JUNCTION WITH MAIN AVENUE.  TURN LEFT AND GO EAST FOR 0.2 MILE
 OC2054'TO THE STATION ON THE LEFT ON TOP OF A SAND DUNE.
 OC2054'
 OC2054'THE STATION IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION DISK
 OC2054'STAMPED KRISTEN 1975, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OC2054'CONCRETE MONUMENT WHICH PROJECTS 3 INCHES ABOVE THE GROUND.  THE
 OC2054'SUBSURFACE STATION MARK IS AN ALUMINUM DISK STAMPED KRISTEN
 OC2054'1975, SET IN AN IRREGULAR MASS OF CONCRETE WHICH IS ABOUT 47
 OC2054'INCHES BELOW THE GROUND.  IT IS 2.7 FEET WEST OF A METAL WITNESS
 OC2054'POST, 9.0 FEET EAST OF A WOODEN RETAINING WALL, 49.5 FEET
 OC2054'NORTH OF THE CENTER LINE OF MAIN AVENUE AND 71.5 FEET
 OC2054'NORTH-NORTHWEST OF POWER POLE NUMBER J/7.  THE STATION IS ABOUT
 OC2054'6 FEET HIGHER THAN THE STREET.
 OC2054'
 OC2054'NO REFERENCE OR AZIMUTH MARKS WERE ESTABLISHED AT THIS TIME.
 OC2054'
 OC2054'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0030 ***********************************************************************
 QH0030  DESIGNATION -  L
 QH0030  PID         -  QH0030
 QH0030  STATE/COUNTY-  ME/FRANKLIN
 QH0030  USGS QUAD   -  SKINNER (1970)
 QH0030
 QH0030                         *CURRENT SURVEY CONTROL
 QH0030  ___________________________________________________________________
 QH0030* NAD 83(1986)-  45 33 17.     (N)    070 33 41.     (W)     SCALED    
 QH0030* NAVD 88     -       405.573  (meters)    1330.62   (feet)  ADJUSTED  
 QH0030  ___________________________________________________________________
 QH0030  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 QH0030  DYNAMIC HT  -         405.549 (meters)    1330.54  (feet)  COMP
 QH0030  MODELED GRAV-     980,546.0   (mgal)                       NAVD 88
 QH0030
 QH0030  VERT ORDER  -  FIRST     CLASS II
 QH0030
 QH0030.The horizontal coordinates were scaled from a topographic map and have
 QH0030.an estimated accuracy of +/- 6 seconds.
 QH0030
 QH0030.The orthometric height was determined by differential leveling
 QH0030.and adjusted by the National Geodetic Survey in June 1991..
 QH0030
 QH0030.The geoid height was determined by GEOID03.
 QH0030
 QH0030.The dynamic height is computed by dividing the NAVD 88
 QH0030.geopotential number by the normal gravity value computed on the
 QH0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QH0030.degrees latitude (g = 980.6199 gals.).
 QH0030
 QH0030.The modeled gravity was interpolated from observed gravity values.
 QH0030
 QH0030;                    North         East    Units  Estimated Accuracy
 QH0030;SPC ME W     -   302,460.      869,180.      MT  (+/- 180 meters Scaled)
 QH0030
 QH0030                          SUPERSEDED SURVEY CONTROL
 QH0030
 QH0030  NGVD 29 (??/??/92)  405.739  (m)         1331.16   (f) ADJ UNCH    1 2
 QH0030
 QH0030.Superseded values are not recommended for survey control.
 QH0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0030.See file dsdata.txt to determine how the superseded data were derived.
 QH0030
 QH0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL781457(NAD 83)
 QH0030_MARKER: DB = BENCH MARK DISK
 QH0030_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 QH0030_SP_SET: UNSPECIFIED
 QH0030_STAMPING: ELEV 1331.162 FT L 1916
 QH0030_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QH0030
 QH0030  HISTORY     - Date     Condition        Report By
 QH0030  HISTORY     - 1916     MONUMENTED       CGS
 QH0030  HISTORY     - 1934     GOOD             NGS
 QH0030
 QH0030                          STATION DESCRIPTION
 QH0030
 QH0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1916
 QH0030'AT KEOUGH.
 QH0030'AT KEOUGH, FRANKLIN COUNTY, ON THE CANADIAN PACIFIC RAILWAY, 500
 QH0030'FEET SOUTHWEST OF THE STATION, 25 YARDS SOUTHEAST OF THE TRACK,
 QH0030'1 YARD OUTSIDE OF THE RIGHT-OF-WAY, AND IN THE TOP OF A LARGE
 QH0030'POINTED ROCK.  A STANDARD DISK, STAMPED ELEV 1331.162 FT L 1916.
 QH0030
 QH0030                          STATION RECOVERY (1934)
 QH0030
 QH0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QH0030'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0075 ***********************************************************************
 RE0075  DESIGNATION -  L 10
 RE0075  PID         -  RE0075
 RE0075  STATE/COUNTY-  ME/AROOSTOOK
 RE0075  USGS QUAD   -  LIMESTONE (1978)
 RE0075
 RE0075                         *CURRENT SURVEY CONTROL
 RE0075  ___________________________________________________________________
 RE0075* NAD 83(1986)-  46 57 04.     (N)    067 49 55.     (W)     SCALED    
 RE0075* NAVD 88     -       218.952  (meters)     718.35   (feet)  ADJUSTED  
 RE0075  ___________________________________________________________________
 RE0075  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 RE0075  DYNAMIC HT  -         218.976 (meters)     718.42  (feet)  COMP
 RE0075  MODELED GRAV-     980,721.4   (mgal)                       NAVD 88
 RE0075
 RE0075  VERT ORDER  -  SECOND    CLASS 0
 RE0075
 RE0075.The horizontal coordinates were scaled from a topographic map and have
 RE0075.an estimated accuracy of +/- 6 seconds.
 RE0075
 RE0075.The orthometric height was determined by differential leveling
 RE0075.and adjusted by the National Geodetic Survey in June 1991..
 RE0075
 RE0075.The geoid height was determined by GEOID03.
 RE0075
 RE0075.The dynamic height is computed by dividing the NAVD 88
 RE0075.geopotential number by the normal gravity value computed on the
 RE0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0075.degrees latitude (g = 980.6199 gals.).
 RE0075
 RE0075.The modeled gravity was interpolated from observed gravity values.
 RE0075
 RE0075;                    North         East    Units  Estimated Accuracy
 RE0075;SPC ME E     -   365,210.      350,850.      MT  (+/- 180 meters Scaled)
 RE0075
 RE0075                          SUPERSEDED SURVEY CONTROL
 RE0075
 RE0075  NGVD 29 (??/??/92)  219.147  (m)          718.98   (f) ADJ UNCH    2 0
 RE0075
 RE0075.Superseded values are not recommended for survey control.
 RE0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0075.See file dsdata.txt to determine how the superseded data were derived.
 RE0075
 RE0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN888003(NAD 83)
 RE0075_MARKER: DD = SURVEY DISK
 RE0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RE0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RE0075_STAMPING: L 10 1930
 RE0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RE0075+STABILITY: SURFACE MOTION
 RE0075
 RE0075  HISTORY     - Date     Condition        Report By
 RE0075  HISTORY     - 1930     MONUMENTED       USGS
 RE0075  HISTORY     - 1935     GOOD             NGS
 RE0075
 RE0075                          STATION DESCRIPTION
 RE0075
 RE0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RE0075'2.8 MI N FROM LIMESTONE.
 RE0075'2.8 MILES NORTH ALONG STATE HIGHWAY 165 FROM THE POST OFFICE
 RE0075'AT LIMESTONE, AROOSTOOK COUNTY, 175 YARDS NORTH OF THE JUNCTION
 RE0075'OF A ROAD LEADING EAST, AND 27 FEET WEST OF THE CENTER LINE OF
 RE0075'THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 RE0075'DISK, STAMPED L 10 1930 AND SET IN THE TOP OF A CONCRETE POST
 RE0075'PROJECTING 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0151 ***********************************************************************
 RF0151  DESIGNATION -  L 10 RESET 1960
 RF0151  PID         -  RF0151
 RF0151  STATE/COUNTY-  ME/AROOSTOOK
 RF0151  USGS QUAD   -  WINTERVILLE (1985)
 RF0151
 RF0151                         *CURRENT SURVEY CONTROL
 RF0151  ___________________________________________________________________
 RF0151* NAD 83(1986)-  46 57 32.     (N)    068 36 25.     (W)     SCALED    
 RF0151* NAVD 88     -       188.139  (meters)     617.25   (feet)  ADJUSTED  
 RF0151  ___________________________________________________________________
 RF0151  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 RF0151  DYNAMIC HT  -         188.159 (meters)     617.32  (feet)  COMP
 RF0151  MODELED GRAV-     980,717.0   (mgal)                       NAVD 88
 RF0151
 RF0151  VERT ORDER  -  SECOND    CLASS 0
 RF0151
 RF0151.The horizontal coordinates were scaled from a topographic map and have
 RF0151.an estimated accuracy of +/- 6 seconds.
 RF0151
 RF0151.The orthometric height was determined by differential leveling
 RF0151.and adjusted by the National Geodetic Survey in June 1991..
 RF0151
 RF0151.The geoid height was determined by GEOID03.
 RF0151
 RF0151.The dynamic height is computed by dividing the NAVD 88
 RF0151.geopotential number by the normal gravity value computed on the
 RF0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0151.degrees latitude (g = 980.6199 gals.).
 RF0151
 RF0151.The modeled gravity was interpolated from observed gravity values.
 RF0151
 RF0151;                    North         East    Units  Estimated Accuracy
 RF0151;SPC ME E     -   365,860.      291,860.      MT  (+/- 180 meters Scaled)
 RF0151
 RF0151                          SUPERSEDED SURVEY CONTROL
 RF0151
 RF0151  NGVD 29 (??/??/92)  188.296  (m)          617.77   (f) ADJ UNCH    2 0
 RF0151
 RF0151.Superseded values are not recommended for survey control.
 RF0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0151.See file dsdata.txt to determine how the superseded data were derived.
 RF0151
 RF0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN299006(NAD 83)
 RF0151_MARKER: DB = BENCH MARK DISK
 RF0151_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RF0151_SP_SET: CONCRETE BASE FOUNDATION
 RF0151_STAMPING: L 10 1927 RESET 1960
 RF0151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0151
 RF0151  HISTORY     - Date     Condition        Report By
 RF0151  HISTORY     - 1960     MONUMENTED       CGS
 RF0151  HISTORY     - 1978     MARK NOT FOUND   NGS
 RF0151
 RF0151                          STATION DESCRIPTION
 RF0151
 RF0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 RF0151'AT WINTERVILLE.
 RF0151'AT THE WINTERVILLE RAILROAD YARDS, 10 RAILS SOUTH OF SECTION
 RF0151'HOUSE NO. 4, 51 FEET NORTH OF APPROXIMATE CENTERLINE OF RAILROAD
 RF0151'CROSSING, 5.4 FEET EAST OF THE EAST RAIL OF BANGOR AND AROOSTOOK
 RF0151'RAILROAD AND 2.3 FEET NORTH OF THE SOUTHWEST CORNER OF A CONCRETE
 RF0151'BASE FOUNDATION OF POTATO WAREHOUSE.  A STANDARD DISK CEMENTED
 RF0151'FLUSH IN A DRILLHOLE IN THE CONCRETE BASE FOUNDATION AND IS
 RF0151'STAMPED L 10 1927 RESET 1960.  THE DISK IS SET ABOUT 6 INCHES
 RF0151'ABOVE THE SURFACE OF GROUND.
 RF0151
 RF0151                          STATION RECOVERY (1978)
 RF0151
 RF0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 RF0151'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0882 ***********************************************************************
 QG0882  DESIGNATION -  L 100
 QG0882  PID         -  QG0882
 QG0882  STATE/COUNTY-  ME/SOMERSET
 QG0882  USGS QUAD   -  BRASSUA LAKE EAST (1988)
 QG0882
 QG0882                         *CURRENT SURVEY CONTROL
 QG0882  ___________________________________________________________________
 QG0882* NAD 83(1986)-  45 43 54.     (N)    069 51 39.     (W)     SCALED    
 QG0882* NAVD 88     -       349.077  (meters)    1145.26   (feet)  ADJUSTED  
 QG0882  ___________________________________________________________________
 QG0882  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 QG0882  DYNAMIC HT  -         349.068 (meters)    1145.23  (feet)  COMP
 QG0882  MODELED GRAV-     980,582.3   (mgal)                       NAVD 88
 QG0882
 QG0882  VERT ORDER  -  SECOND    CLASS 0
 QG0882
 QG0882.The horizontal coordinates were scaled from a topographic map and have
 QG0882.an estimated accuracy of +/- 6 seconds.
 QG0882
 QG0882.The orthometric height was determined by differential leveling
 QG0882.and adjusted by the National Geodetic Survey in June 1991..
 QG0882
 QG0882.The geoid height was determined by GEOID03.
 QG0882
 QG0882.The dynamic height is computed by dividing the NAVD 88
 QG0882.geopotential number by the normal gravity value computed on the
 QG0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0882.degrees latitude (g = 980.6199 gals.).
 QG0882
 QG0882.The modeled gravity was interpolated from observed gravity values.
 QG0882
 QG0882;                    North         East    Units  Estimated Accuracy
 QG0882;SPC ME W     -   322,090.      923,800.      MT  (+/- 180 meters Scaled)
 QG0882
 QG0882                          SUPERSEDED SURVEY CONTROL
 QG0882
 QG0882  NGVD 29 (??/??/92)  349.242  (m)         1145.80   (f) ADJ UNCH    2 0
 QG0882
 QG0882.Superseded values are not recommended for survey control.
 QG0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0882.See file dsdata.txt to determine how the superseded data were derived.
 QG0882
 QG0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL330645(NAD 83)
 QG0882_MARKER: DB = BENCH MARK DISK
 QG0882_SETTING: 66 = SET IN ROCK OUTCROP
 QG0882_SP_SET: ROCK LEDGE
 QG0882_STAMPING: L 100 1953
 QG0882_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0882+STABILITY: POSITION/ELEVATION WELL
 QG0882
 QG0882  HISTORY     - Date     Condition        Report By
 QG0882  HISTORY     - 1953     MONUMENTED       CGS
 QG0882
 QG0882                          STATION DESCRIPTION
 QG0882
 QG0882'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0882'5.8 MI NW FROM ROCKWOOD.
 QG0882'5.85 MILES NORTHWEST ALONG A PRIVATE GRAVEL ROAD FROM BRIDGE OVER
 QG0882'MOOSE RIVER AT ROCKWOOD, 357 FEET NORTHWEST OF CENTER OF JUNCTION
 QG0882'OF A LOGGING ROAD LEADING NORTHEAST, SET IN THE TOP OF A FLAT
 QG0882'ROCK LEDGE WHICH IS ABOUT FLUSH WITH GROUND, 25 FEET SOUTHWEST OF
 QG0882'CENTER LINE OF ROAD, 38 FEET NORTHWEST OF A TRIANGULAR BLAZED
 QG0882'10-INCH BIRCH TREE, 23 FEET SOUTHEAST OF A TRIANGULAR BLAZED 7-INCH
 QG0882'BALSAM TREE, 2 FEET NORTHWEST OF SOUTHEAST EDGE OF LEDGE AND ABOUT
 QG0882'1 FOOT BELOW LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0167 ***********************************************************************
 RF0167  DESIGNATION -  L 101
 RF0167  PID         -  RF0167
 RF0167  STATE/COUNTY-  ME/AROOSTOOK
 RF0167  USGS QUAD   -  LITTLE MACHIAS LAKE (1986)
 RF0167
 RF0167                         *CURRENT SURVEY CONTROL
 RF0167  ___________________________________________________________________
 RF0167* NAD 83(1986)-  46 39 18.     (N)    068 35 57.     (W)     SCALED    
 RF0167* NAVD 88     -       243.266  (meters)     798.12   (feet)  POSTED    
 RF0167  ___________________________________________________________________
 RF0167  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 RF0167  DYNAMIC HT  -         243.290 (meters)     798.19  (feet)  COMP
 RF0167  MODELED GRAV-     980,704.1   (mgal)                       NAVD 88
 RF0167
 RF0167  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 RF0167
 RF0167.The horizontal coordinates were scaled from a topographic map and have
 RF0167.an estimated accuracy of +/- 6 seconds.
 RF0167
 RF0167.The orthometric height was determined by differential leveling
 RF0167.and adjusted by the National Geodetic Survey in 1992..
 RF0167.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 RF0167.rate greater than 8.0 mm/km.
 RF0167
 RF0167.The geoid height was determined by GEOID03.
 RF0167
 RF0167.The dynamic height is computed by dividing the NAVD 88
 RF0167.geopotential number by the normal gravity value computed on the
 RF0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0167.degrees latitude (g = 980.6199 gals.).
 RF0167
 RF0167.The modeled gravity was interpolated from observed gravity values.
 RF0167
 RF0167;                    North         East    Units  Estimated Accuracy
 RF0167;SPC ME E     -   332,080.      292,410.      MT  (+/- 180 meters Scaled)
 RF0167
 RF0167                          SUPERSEDED SURVEY CONTROL
 RF0167
 RF0167  NGVD 29 (??/??/92)  243.447  (m)          798.71   (f) ADJ UNCH    2 0
 RF0167
 RF0167.Superseded values are not recommended for survey control.
 RF0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0167.See file dsdata.txt to determine how the superseded data were derived.
 RF0167
 RF0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM306669(NAD 83)
 RF0167_MARKER: DB = BENCH MARK DISK
 RF0167_SETTING: 80 = SET IN A BOULDER
 RF0167_SP_SET: BOULDER
 RF0167_STAMPING: L 101 1953
 RF0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0167+STABILITY: SURFACE MOTION
 RF0167
 RF0167  HISTORY     - Date     Condition        Report By
 RF0167  HISTORY     - 1953     MONUMENTED       CGS
 RF0167  HISTORY     - 1978     MARK NOT FOUND   NGS
 RF0167
 RF0167                          STATION DESCRIPTION
 RF0167
 RF0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0167'9.6 MI W FROM ASHLAND.
 RF0167'0.3 MILE WEST ALONG STATE HIGHWAY 11 FROM THE BANGOR AND
 RF0167'AROOSTOOK RAILROAD STATION AT ASHLAND, THENCE ABOUT 0.6 MILE
 RF0167'SOUTHWEST ALONG A BLACK TOP ROAD, THENCE ABOUT 8.75 MILES WEST
 RF0167'ALONG A PRIVATE GRAVEL ROAD, ABOUT 1.55 MILES EAST OF A BRIDGE
 RF0167'OVER GREENLAW STREAM, 55 YARDS SOUTHEAST OF BOTTOM OF GRADE AND
 RF0167'A WOODEN BRIDGE OVER ELEVENMILE BROOK, 62 FEET NORTHEAST OF
 RF0167'CENTER LINE OF ROAD, IN WOODS, IN THE TOP AND 1 FOOT NORTHEAST
 RF0167'OF THE HIGHEST POINT OF A 1 1/2-FOOT HIGH 3 BY 3 FOOT MOSTLY
 RF0167'BURIED BOULDER, AND ABOUT 8 FEET ABOVE LEVEL OF ROAD.
 RF0167
 RF0167                          STATION RECOVERY (1978)
 RF0167
 RF0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 RF0167'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0209 ***********************************************************************
 RF0209  DESIGNATION -  L 102
 RF0209  PID         -  RF0209
 RF0209  STATE/COUNTY-  ME/PISCATAQUIS
 RF0209  USGS QUAD   -  FIFTH MUSQUACOOK LAKE (1986)
 RF0209
 RF0209                         *CURRENT SURVEY CONTROL
 RF0209  ___________________________________________________________________
 RF0209* NAD 83(1986)-  46 30 40.     (N)    069 01 13.     (W)     SCALED    
 RF0209* NAVD 88     -       346.275  (meters)    1136.07   (feet)  ADJUSTED  
 RF0209  ___________________________________________________________________
 RF0209  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 RF0209  DYNAMIC HT  -         346.293 (meters)    1136.13  (feet)  COMP
 RF0209  MODELED GRAV-     980,656.8   (mgal)                       NAVD 88
 RF0209
 RF0209  VERT ORDER  -  SECOND    CLASS 0
 RF0209
 RF0209.The horizontal coordinates were scaled from a topographic map and have
 RF0209.an estimated accuracy of +/- 6 seconds.
 RF0209
 RF0209.The orthometric height was determined by differential leveling
 RF0209.and adjusted by the National Geodetic Survey in June 1991..
 RF0209
 RF0209.The geoid height was determined by GEOID03.
 RF0209
 RF0209.The dynamic height is computed by dividing the NAVD 88
 RF0209.geopotential number by the normal gravity value computed on the
 RF0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0209.degrees latitude (g = 980.6199 gals.).
 RF0209
 RF0209.The modeled gravity was interpolated from observed gravity values.
 RF0209
 RF0209;                    North         East    Units  Estimated Accuracy
 RF0209;SPC ME E     -   316,210.      260,070.      MT  (+/- 180 meters Scaled)
 RF0209
 RF0209                          SUPERSEDED SURVEY CONTROL
 RF0209
 RF0209  NGVD 29 (??/??/92)  346.464  (m)         1136.69   (f) ADJ UNCH    2 0
 RF0209
 RF0209.Superseded values are not recommended for survey control.
 RF0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0209.See file dsdata.txt to determine how the superseded data were derived.
 RF0209
 RF0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM984508(NAD 83)
 RF0209_MARKER: DB = BENCH MARK DISK
 RF0209_SETTING: 80 = SET IN A BOULDER
 RF0209_SP_SET: BOULDER
 RF0209_STAMPING: L 102 1953
 RF0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0209+STABILITY: SURFACE MOTION
 RF0209
 RF0209  HISTORY     - Date     Condition        Report By
 RF0209  HISTORY     - 1953     MONUMENTED       CGS
 RF0209
 RF0209                          STATION DESCRIPTION
 RF0209
 RF0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0209'38.7 MI W FROM ASHLAND.
 RF0209'ABOUT 0.3 MILE WEST ALONG STATE HIGHWAY 11 FROM THE BANGOR AND
 RF0209'AROOSTOOK RAILROAD STATION AT ASHLAND, THENCE ABOUT 0.6 MILE
 RF0209'SOUTHWEST ALONG A BLACK TOP ROAD, THENCE ABOUT 37.8 MILES WEST
 RF0209'AND SOUTHWEST ALONG A PRIVATE GRAVEL ROAD, ABOUT 0.45 MILE NORTHEAST
 RF0209'OF A BRIDGE OVER MULE BROOK AND JUNCTION OF A ROAD SOUTH, 20
 RF0209'FEET SOUTH-SOUTHWEST OF CENTER LINE OF ROAD, 31 YARDS EAST-SOUTHEAST
 RF0209'OF THE TOP OF A GRADE, 11 YARDS SOUTHEAST OF JUNCTION OF A TRAIL
 RF0209'LEADING SOUTHWEST AND DOWNHILL TO A CREEK, IN THE TOP OF THE
 RF0209'HIGHEST POINT OF A 3-FOOT HIGH 6 BY 6 FOOT BOULDER AND ABOUT 3
 RF0209'FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0019 ***********************************************************************
 QH0019  DESIGNATION -  L 103
 QH0019  PID         -  QH0019
 QH0019  STATE/COUNTY-  ME/SOMERSET
 QH0019  USGS QUAD   -  FOLEY POND (1989)
 QH0019
 QH0019                         *CURRENT SURVEY CONTROL
 QH0019  ___________________________________________________________________
 QH0019* NAD 83(1986)-  45 58 38.     (N)    070 02 38.     (W)     SCALED    
 QH0019* NAVD 88     -       351.995  (meters)    1154.84   (feet)  ADJUSTED  
 QH0019  ___________________________________________________________________
 QH0019  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 QH0019  DYNAMIC HT  -         351.983 (meters)    1154.80  (feet)  COMP
 QH0019  MODELED GRAV-     980,571.9   (mgal)                       NAVD 88
 QH0019
 QH0019  VERT ORDER  -  SECOND    CLASS 0
 QH0019
 QH0019.The horizontal coordinates were scaled from a topographic map and have
 QH0019.an estimated accuracy of +/- 6 seconds.
 QH0019
 QH0019.The orthometric height was determined by differential leveling
 QH0019.and adjusted by the National Geodetic Survey in June 1991..
 QH0019
 QH0019.The geoid height was determined by GEOID03.
 QH0019
 QH0019.The dynamic height is computed by dividing the NAVD 88
 QH0019.geopotential number by the normal gravity value computed on the
 QH0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QH0019.degrees latitude (g = 980.6199 gals.).
 QH0019
 QH0019.The modeled gravity was interpolated from observed gravity values.
 QH0019
 QH0019;                    North         East    Units  Estimated Accuracy
 QH0019;SPC ME W     -   349,350.      909,510.      MT  (+/- 180 meters Scaled)
 QH0019
 QH0019                          SUPERSEDED SURVEY CONTROL
 QH0019
 QH0019  NGVD 29 (??/??/92)  352.154  (m)         1155.36   (f) ADJ UNCH    2 0
 QH0019
 QH0019.Superseded values are not recommended for survey control.
 QH0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0019.See file dsdata.txt to determine how the superseded data were derived.
 QH0019
 QH0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL191920(NAD 83)
 QH0019_MARKER: DB = BENCH MARK DISK
 QH0019_SETTING: 66 = SET IN ROCK OUTCROP
 QH0019_SP_SET: ROCK OUTCROP
 QH0019_STAMPING: L 103 1953
 QH0019_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QH0019+STABILITY: POSITION/ELEVATION WELL
 QH0019
 QH0019  HISTORY     - Date     Condition        Report By
 QH0019  HISTORY     - 1953     MONUMENTED       CGS
 QH0019
 QH0019                          STATION DESCRIPTION
 QH0019
 QH0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QH0019'8.2 MI N FROM PITTSTON FARM.
 QH0019'2.0 MILES NORTHWEST ALONG A PRIVATE GRAVEL ROAD FROM BRIDGE OVER
 QH0019'SOUTH BRANCH PENOBSCOT RIVER A PITTSTON FARM, THENCE ABOUT 6.2
 QH0019'MILES NORTH ALONG A PRIVATE GRAVEL ROAD, NEAR THE TOP OF A STEEL
 QH0019'GRADE DECENDING NORTHWEST IN THE TOP OF AN OUTCROPPING LEDGE
 QH0019'ABOUT 6 BY 8 FEET, 16 FEET NORTHEAST OF CENTER LINE OF ROAD,
 QH0019'51 1/2 FEET NORTHEAST AND ACROSS ROAD FROM A TRIANGULAR BLAZED
 QH0019'8-INCH SPRUCE TREE, 17 FEET NORTHWEST OF A TRIANGULAR BLAZED
 QH0019'12-INCH BIRCH TREE, 4 FEET NORTHEAST OF SOUTHWEST EDGE OF
 QH0019'LEDGE, 1 FOOT SOUTHEAST OF WEST CORNER OF LEDGE, ABOUT 65 YARDS
 QH0019'NORTHWEST OF CENTER OF ROAD AT TOP OF GRADE AND ABOUT 2 FEET
 QH0019'ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0933 ***********************************************************************
 QG0933  DESIGNATION -  L 104
 QG0933  PID         -  QG0933
 QG0933  STATE/COUNTY-  ME/SOMERSET
 QG0933  USGS QUAD   -  SEBOOMOOK LAKE EAST (1989)
 QG0933
 QG0933                         *CURRENT SURVEY CONTROL
 QG0933  ___________________________________________________________________
 QG0933* NAD 83(1986)-  45 54 08.     (N)    069 48 44.     (W)     SCALED    
 QG0933* NAVD 88     -       374.423  (meters)    1228.42   (feet)  ADJUSTED  
 QG0933  ___________________________________________________________________
 QG0933  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 QG0933  DYNAMIC HT  -         374.419 (meters)    1228.41  (feet)  COMP
 QG0933  MODELED GRAV-     980,592.2   (mgal)                       NAVD 88
 QG0933
 QG0933  VERT ORDER  -  SECOND    CLASS 0
 QG0933
 QG0933.The horizontal coordinates were scaled from a topographic map and have
 QG0933.an estimated accuracy of +/- 6 seconds.
 QG0933
 QG0933.The orthometric height was determined by differential leveling
 QG0933.and adjusted by the National Geodetic Survey in June 1991..
 QG0933
 QG0933.The geoid height was determined by GEOID03.
 QG0933
 QG0933.The dynamic height is computed by dividing the NAVD 88
 QG0933.geopotential number by the normal gravity value computed on the
 QG0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0933.degrees latitude (g = 980.6199 gals.).
 QG0933
 QG0933.The modeled gravity was interpolated from observed gravity values.
 QG0933
 QG0933;                    North         East    Units  Estimated Accuracy
 QG0933;SPC ME W     -   341,060.      927,500.      MT  (+/- 180 meters Scaled)
 QG0933
 QG0933                          SUPERSEDED SURVEY CONTROL
 QG0933
 QG0933  NGVD 29 (??/??/92)  374.586  (m)         1228.95   (f) ADJ UNCH    2 0
 QG0933
 QG0933.Superseded values are not recommended for survey control.
 QG0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0933.See file dsdata.txt to determine how the superseded data were derived.
 QG0933
 QG0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL369835(NAD 83)
 QG0933_MARKER: DB = BENCH MARK DISK
 QG0933_SETTING: 66 = SET IN ROCK OUTCROP
 QG0933_SP_SET: ROCK LEDGE
 QG0933_STAMPING: L 104 1953
 QG0933_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0933+STABILITY: POSITION/ELEVATION WELL
 QG0933
 QG0933  HISTORY     - Date     Condition        Report By
 QG0933  HISTORY     - 1953     MONUMENTED       CGS
 QG0933
 QG0933                          STATION DESCRIPTION
 QG0933
 QG0933'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0933'6.2 MI W FROM SEBOOMOOK DAM.
 QG0933'6.25 MILES SOUTH AND WEST ALONG A GRAVEL ROAD LEADING TO ROCKWOOD
 QG0933'FROM SEBOOMOOK DAM, ABOUT 30 YARDS EAST OF SOUTH END OF A 2-FOOT
 QG0933'PIPE CULVERT, IN THE TOP OF A ROCK LEDGE ABOUT 21 BY 8 FEET,
 QG0933'23 FEET SOUTH OF CENTER LINE OF ROAD, 49 FEET EAST OF A
 QG0933'TRIANGULAR BLAZED 16-INCH SPRUCE TREE, 21 1/2 FEET WEST OF A
 QG0933'TELEPHONE POLE AND ABOUT 3 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0943 ***********************************************************************
 QG0943  DESIGNATION -  L 105
 QG0943  PID         -  QG0943
 QG0943  STATE/COUNTY-  ME/SOMERSET
 QG0943  USGS QUAD   -  SEBOOMOOK LAKE EAST (1989)
 QG0943
 QG0943                         *CURRENT SURVEY CONTROL
 QG0943  ___________________________________________________________________
 QG0943* NAD 83(1986)-  45 59 58.     (N)    069 45 29.     (W)     SCALED    
 QG0943* NAVD 88     -       348.542  (meters)    1143.51   (feet)  ADJUSTED  
 QG0943  ___________________________________________________________________
 QG0943  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 QG0943  DYNAMIC HT  -         348.539 (meters)    1143.50  (feet)  COMP
 QG0943  MODELED GRAV-     980,596.0   (mgal)                       NAVD 88
 QG0943
 QG0943  VERT ORDER  -  SECOND    CLASS 0
 QG0943
 QG0943.The horizontal coordinates were scaled from a topographic map and have
 QG0943.an estimated accuracy of +/- 6 seconds.
 QG0943
 QG0943.The orthometric height was determined by differential leveling
 QG0943.and adjusted by the National Geodetic Survey in June 1991..
 QG0943
 QG0943.The geoid height was determined by GEOID03.
 QG0943
 QG0943.The dynamic height is computed by dividing the NAVD 88
 QG0943.geopotential number by the normal gravity value computed on the
 QG0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0943.degrees latitude (g = 980.6199 gals.).
 QG0943
 QG0943.The modeled gravity was interpolated from observed gravity values.
 QG0943
 QG0943;                    North         East    Units  Estimated Accuracy
 QG0943;SPC ME W     -   351,890.      931,650.      MT  (+/- 180 meters Scaled)
 QG0943
 QG0943                          SUPERSEDED SURVEY CONTROL
 QG0943
 QG0943  NGVD 29 (??/??/92)  348.703  (m)         1144.04   (f) ADJ UNCH    2 0
 QG0943
 QG0943.Superseded values are not recommended for survey control.
 QG0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0943.See file dsdata.txt to determine how the superseded data were derived.
 QG0943
 QG0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL413942(NAD 83)
 QG0943_MARKER: DB = BENCH MARK DISK
 QG0943_SETTING: 80 = SET IN A BOULDER
 QG0943_SP_SET: BOULDER
 QG0943_STAMPING: L 105 1953
 QG0943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0943+STABILITY: SURFACE MOTION
 QG0943
 QG0943  HISTORY     - Date     Condition        Report By
 QG0943  HISTORY     - 1953     MONUMENTED       CGS
 QG0943  HISTORY     - 1985     POOR             USPSQD
 QG0943
 QG0943                          STATION DESCRIPTION
 QG0943
 QG0943'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0943'7.5 MI N FROM SEBOOMOOK DAM.
 QG0943'7.5 MILES NORTHWEST AND NORTH ALONG A GRAVEL ROAD LEADING TO
 QG0943'CAUCOMGOMOC LAKE FROM SEBOOMOOK DAM, ON A GRADE DECENDING
 QG0943'EAST-NORTHEAST, ABOUT 0.1 MILE SOUTHWEST OF A 25-FOOT BRIDGE
 QG0943'OVER ELM STREAM, SET IN THE TOP OF A BOULDER WITH 2 1/2 BY
 QG0943'3-FOOT EXPOSED SURFACE, 35 FEET SOUTHEAST OF CENTER LINE OF
 QG0943'ROAD, 45 FEET WEST OF A TRIANGULAR BLAZED 7-INCH BALSAM TREE,
 QG0943'21 1/2 FEET WEST-SOUTHWEST OF A TELEPHONE POLE, AND ABOUT
 QG0943'2 FEET ABOVE LEVEL OF ROAD.
 QG0943
 QG0943                          STATION RECOVERY (1985)
 QG0943
 QG0943'RECOVERY NOTE BY US POWER SQUADRON 1985 (JHS)
 QG0943'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0915 ***********************************************************************
 QG0915  DESIGNATION -  L 106
 QG0915  PID         -  QG0915
 QG0915  STATE/COUNTY-  ME/PISCATAQUIS
 QG0915  USGS QUAD   -  LOBSTER MOUNTAIN (1989)
 QG0915
 QG0915                         *CURRENT SURVEY CONTROL
 QG0915  ___________________________________________________________________
 QG0915* NAD 83(1986)-  45 52 10.     (N)    069 37 02.     (W)     SCALED    
 QG0915* NAVD 88     -       326.430  (meters)    1070.96   (feet)  ADJUSTED  
 QG0915  ___________________________________________________________________
 QG0915  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 QG0915  DYNAMIC HT  -         326.427 (meters)    1070.95  (feet)  COMP
 QG0915  MODELED GRAV-     980,596.8   (mgal)                       NAVD 88
 QG0915
 QG0915  VERT ORDER  -  SECOND    CLASS 0
 QG0915
 QG0915.The horizontal coordinates were scaled from a topographic map and have
 QG0915.an estimated accuracy of +/- 6 seconds.
 QG0915
 QG0915.The orthometric height was determined by differential leveling
 QG0915.and adjusted by the National Geodetic Survey in June 1991..
 QG0915
 QG0915.The geoid height was determined by GEOID03.
 QG0915
 QG0915.The dynamic height is computed by dividing the NAVD 88
 QG0915.geopotential number by the normal gravity value computed on the
 QG0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0915.degrees latitude (g = 980.6199 gals.).
 QG0915
 QG0915.The modeled gravity was interpolated from observed gravity values.
 QG0915
 QG0915;                    North         East    Units  Estimated Accuracy
 QG0915;SPC ME E     -   245,370.      213,260.      MT  (+/- 180 meters Scaled)
 QG0915
 QG0915                          SUPERSEDED SURVEY CONTROL
 QG0915
 QG0915  NGVD 29 (??/??/92)  326.592  (m)         1071.49   (f) ADJ UNCH    2 0
 QG0915
 QG0915.Superseded values are not recommended for survey control.
 QG0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0915.See file dsdata.txt to determine how the superseded data were derived.
 QG0915
 QG0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL520797(NAD 83)
 QG0915_MARKER: DB = BENCH MARK DISK
 QG0915_SETTING: 66 = SET IN ROCK OUTCROP
 QG0915_SP_SET: ROCK LEDGE
 QG0915_STAMPING: L 106 1953
 QG0915_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0915+STABILITY: POSITION/ELEVATION WELL
 QG0915
 QG0915  HISTORY     - Date     Condition        Report By
 QG0915  HISTORY     - 1953     MONUMENTED       CGS
 QG0915
 QG0915                          STATION DESCRIPTION
 QG0915
 QG0915'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0915'1.4 MI E FROM NORTHEAST CARRY.
 QG0915'0.75 MILE NORTHEAST ALONG A GRAVEL ROAD FROM THE INN AT NORTHEAST
 QG0915'CARRY, THENCE ABOUT 0.65 MILE SOUTHEAST ALONG A GRAVEL ROAD, ABOUT
 QG0915'0.55 MILE NORTHWEST OF JUNCTION OF A DIM ROAD SOUTH, IN THE TOP
 QG0915'OF A ROCK LEDGE ABOUT 8 1/2 BY 3 1/2 FEET, 20 1/2 FEET
 QG0915'EAST-NORTHEAST OF CENTER LINE OF ROAD, 43 1/2 FEET NORTH-NORTHEAST
 QG0915'AND ACROSS ROAD FROM A TELEPHONE POLE, 45 FEET EAST AND ACROSS ROAD
 QG0915'FROM A TRIANGULAR BLAZED 14-INCH SPRUCE TREE, AND ABOUT 1/2 FOOT
 QG0915'ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0278 ***********************************************************************
 RF0278  DESIGNATION -  L 107
 RF0278  PID         -  RF0278
 RF0278  STATE/COUNTY-  ME/PISCATAQUIS
 RF0278  USGS QUAD   -  CAUCOMGOMOC LAKE WEST (1989)
 RF0278
 RF0278                         *CURRENT SURVEY CONTROL
 RF0278  ___________________________________________________________________
 RF0278* NAD 83(1986)-  46 14 08.     (N)    069 41 30.     (W)     SCALED    
 RF0278* NAVD 88     -       389.630  (meters)    1278.31   (feet)  ADJUSTED  
 RF0278  ___________________________________________________________________
 RF0278  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 RF0278  DYNAMIC HT  -         389.645 (meters)    1278.36  (feet)  COMP
 RF0278  MODELED GRAV-     980,640.8   (mgal)                       NAVD 88
 RF0278
 RF0278  VERT ORDER  -  SECOND    CLASS 0
 RF0278
 RF0278.The horizontal coordinates were scaled from a topographic map and have
 RF0278.an estimated accuracy of +/- 6 seconds.
 RF0278
 RF0278.The orthometric height was determined by differential leveling
 RF0278.and adjusted by the National Geodetic Survey in June 1991..
 RF0278
 RF0278.The geoid height was determined by GEOID03.
 RF0278
 RF0278.The dynamic height is computed by dividing the NAVD 88
 RF0278.geopotential number by the normal gravity value computed on the
 RF0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0278.degrees latitude (g = 980.6199 gals.).
 RF0278
 RF0278.The modeled gravity was interpolated from observed gravity values.
 RF0278
 RF0278;                    North         East    Units  Estimated Accuracy
 RF0278;SPC ME E     -   286,140.      208,090.      MT  (+/- 180 meters Scaled)
 RF0278
 RF0278                          SUPERSEDED SURVEY CONTROL
 RF0278
 RF0278  NGVD 29 (??/??/92)  389.803  (m)         1278.88   (f) ADJ UNCH    2 0
 RF0278
 RF0278.Superseded values are not recommended for survey control.
 RF0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0278.See file dsdata.txt to determine how the superseded data were derived.
 RF0278
 RF0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM466204(NAD 83)
 RF0278_MARKER: DB = BENCH MARK DISK
 RF0278_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RF0278_SP_SET: MAPLE TREE
 RF0278_STAMPING: L 107 1953
 RF0278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RF0278
 RF0278  HISTORY     - Date     Condition        Report By
 RF0278  HISTORY     - 1953     MONUMENTED       CGS
 RF0278  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RF0278
 RF0278                          STATION DESCRIPTION
 RF0278
 RF0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0278'28.3 MI N FROM SEBOOMOOK DAM.
 RF0278'ABOUT 26.3 MILES NORTHWEST AND NORTH ALONG A GRAVEL ROAD LEADING
 RF0278'TO CAUCOMGOMOC LAKE FROM SEBOOMOOK DAM, THENCE ABOUT 2.0 MILES
 RF0278'NORTH ALONG A ROAD LEADING TO FRANCIS LAKE, NEAR THE TOP OF A
 RF0278'STEEP GRADE DECENDING NORTH, SET VERTICALLY IN THE EAST FACE OF
 RF0278'A 9-INCH MAPLE TREE, 22 FEET WEST OF CENTER LINE OF ROAD, 76
 RF0278'FEET NORTHWEST AND ACROSS ROAD FROM A TRIANGULAR BLAZED 7-INCH
 RF0278'FIR TREE, 30 FEET SOUTH OF A SLASH BLAZED 6-INCH ELM TREE AND
 RF0278'ABOUT 3 1/2 FEET ABOVE LEVEL OF ROAD.
 RF0278
 RF0278                          STATION RECOVERY (1985)
 RF0278
 RF0278'RECOVERY NOTE BY US POWER SQUADRON 1985 (LMT)
 RF0278'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0187 ***********************************************************************
 RF0187  DESIGNATION -  L 108
 RF0187  PID         -  RF0187
 RF0187  STATE/COUNTY-  ME/AROOSTOOK
 RF0187  USGS QUAD   -  ROUND MOUNTAIN (1985)
 RF0187
 RF0187                         *CURRENT SURVEY CONTROL
 RF0187  ___________________________________________________________________
 RF0187* NAD 83(1986)-  46 37 03.     (N)    068 51 51.     (W)     SCALED    
 RF0187* NAVD 88     -       324.779  (meters)    1065.55   (feet)  ADJUSTED  
 RF0187  ___________________________________________________________________
 RF0187  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 RF0187  DYNAMIC HT  -         324.800 (meters)    1065.61  (feet)  COMP
 RF0187  MODELED GRAV-     980,671.1   (mgal)                       NAVD 88
 RF0187
 RF0187  VERT ORDER  -  SECOND    CLASS 0
 RF0187
 RF0187.The horizontal coordinates were scaled from a topographic map and have
 RF0187.an estimated accuracy of +/- 6 seconds.
 RF0187
 RF0187.The orthometric height was determined by differential leveling
 RF0187.and adjusted by the National Geodetic Survey in June 1991..
 RF0187
 RF0187.The geoid height was determined by GEOID03.
 RF0187
 RF0187.The dynamic height is computed by dividing the NAVD 88
 RF0187.geopotential number by the normal gravity value computed on the
 RF0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0187.degrees latitude (g = 980.6199 gals.).
 RF0187
 RF0187.The modeled gravity was interpolated from observed gravity values.
 RF0187
 RF0187;                    North         East    Units  Estimated Accuracy
 RF0187;SPC ME E     -   327,970.      272,110.      MT  (+/- 180 meters Scaled)
 RF0187
 RF0187                          SUPERSEDED SURVEY CONTROL
 RF0187
 RF0187  NGVD 29 (??/??/92)  324.970  (m)         1066.17   (f) ADJ UNCH    2 0
 RF0187
 RF0187.Superseded values are not recommended for survey control.
 RF0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0187.See file dsdata.txt to determine how the superseded data were derived.
 RF0187
 RF0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM104626(NAD 83)
 RF0187_MARKER: DB = BENCH MARK DISK
 RF0187_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RF0187_SP_SET: CEDAR TREE
 RF0187_STAMPING: L 108 1953
 RF0187_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RF0187
 RF0187  HISTORY     - Date     Condition        Report By
 RF0187  HISTORY     - 1953     MONUMENTED       CGS
 RF0187
 RF0187                          STATION DESCRIPTION
 RF0187
 RF0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0187'25 MI W FROM ASHLAND.
 RF0187'0.3 MILE WEST ALONG STATE HIGHWAY 11 FROM THE BANGOR AND
 RF0187'AROOSTOOK RAILROAD STATION AT ASHLAND, THENCE ABOUT 0.6 MILE
 RF0187'SOUTHWEST ALONG A BLACK TOP ROAD, THENCE ABOUT 24.1 MILES WEST
 RF0187'ALONG A PRIVATE GRAVEL ROAD, ABOUT 0.65 MILE EAST OF A BRIDGE
 RF0187'OVER TWENTYFIVE MILE BROOK, AT THE INSIDE OF A SLIGHT CURVE IN
 RF0187'ROAD, 39 FEET NORTHWEST OF CENTER LINE OF ROAD, 53 FEET WEST OF
 RF0187'CENTER OF A SMALL WOODEN CULVERT UNDER ROAD, SET VERTICALLY
 RF0187'ABOUT 1 1/2 FEET ABOVE GROUND IN THE SOUTHEAST FACE OF AN 18-INCH
 RF0187'CEDAR TREE AND ABOUT LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0242 ***********************************************************************
 RF0242  DESIGNATION -  L 109
 RF0242  PID         -  RF0242
 RF0242  STATE/COUNTY-  ME/PISCATAQUIS
 RF0242  USGS QUAD   -  SPIDER LAKE (1989)
 RF0242
 RF0242                         *CURRENT SURVEY CONTROL
 RF0242  ___________________________________________________________________
 RF0242* NAD 83(1986)-  46 29 15.     (N)    069 11 23.     (W)     SCALED    
 RF0242* NAVD 88     -       303.901  (meters)     997.05   (feet)  ADJUSTED  
 RF0242  ___________________________________________________________________
 RF0242  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 RF0242  DYNAMIC HT  -         303.917 (meters)     997.10  (feet)  COMP
 RF0242  MODELED GRAV-     980,657.7   (mgal)                       NAVD 88
 RF0242
 RF0242  VERT ORDER  -  SECOND    CLASS 0
 RF0242
 RF0242.The horizontal coordinates were scaled from a topographic map and have
 RF0242.an estimated accuracy of +/- 6 seconds.
 RF0242
 RF0242.The orthometric height was determined by differential leveling
 RF0242.and adjusted by the National Geodetic Survey in June 1991..
 RF0242
 RF0242.The geoid height was determined by GEOID03.
 RF0242
 RF0242.The dynamic height is computed by dividing the NAVD 88
 RF0242.geopotential number by the normal gravity value computed on the
 RF0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0242.degrees latitude (g = 980.6199 gals.).
 RF0242
 RF0242.The modeled gravity was interpolated from observed gravity values.
 RF0242
 RF0242;                    North         East    Units  Estimated Accuracy
 RF0242;SPC ME E     -   313,690.      247,050.      MT  (+/- 180 meters Scaled)
 RF0242
 RF0242                          SUPERSEDED SURVEY CONTROL
 RF0242
 RF0242  NGVD 29 (??/??/92)  304.090  (m)          997.67   (f) ADJ UNCH    2 0
 RF0242
 RF0242.Superseded values are not recommended for survey control.
 RF0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0242.See file dsdata.txt to determine how the superseded data were derived.
 RF0242
 RF0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM854482(NAD 83)
 RF0242_MARKER: DB = BENCH MARK DISK
 RF0242_SETTING: 66 = SET IN ROCK OUTCROP
 RF0242_SP_SET: ROCK MASS
 RF0242_STAMPING: L 109 1953
 RF0242_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0242+STABILITY: POSITION/ELEVATION WELL
 RF0242
 RF0242  HISTORY     - Date     Condition        Report By
 RF0242  HISTORY     - 1953     MONUMENTED       CGS
 RF0242
 RF0242                          STATION DESCRIPTION
 RF0242
 RF0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0242'5.4 MI E FROM CHURCHILL LAKE.
 RF0242'3.85 MILES SOUTHEAST AND EAST ALONG A TRAIL FOLLOWING A TELEPHONE
 RF0242'LINE FROM THE BRIDGE AND DAM ACROSS ALLAGASH RIVER AT CHURCHILL
 RF0242'LAKE, THENCE ABOUT 1.5 MILES EAST AND SOUTHEAST ALONG AN ABANDONED
 RF0242'TOTE ROAD LEADING TO THE NORTH COVE OF BIG PLEASANT LAKE, AT THE
 RF0242'NORTHEAST SHORE OF NORTH COVE OF BIG PLEASANT LAKE, 185 YARDS
 RF0242'SOUTHEAST OF NORTH POINT OF COVE, 16 YARDS NORTHEAST OF SHORE
 RF0242'LINE, SET VERTICALLY ABOUT 1 FOOT ABOVE GROUND IN THE 4-FOOT
 RF0242'HIGH SOUTHWEST FACE OF A LARGE MASS OF ROCK, 9 YARDS NORTHEAST
 RF0242'OF CENTER LINE OF TRAIL FOLLOWING LAKE SHORE AND ABOUT 5 FEET
 RF0242'ABOVE LEVEL OF TRAIL.  NOTE-- MARK MAY BE REACHED FROM THE
 RF0242'BANGOR AND AROOSTOOK RAILROAD STATION AT ASHLAND, AROOSTOOK
 RF0242'COUNTY, BY GOING ABOUT 0.3 MILE WEST ALONG STATE HIGHWAY 11,
 RF0242'THENCE ABOUT 0.6 MILE SOUTHWEST ALONG A BLACK TOP ROAD, THENCE
 RF0242'ABOUT 46.05 MILES WEST AND SOUTHWEST ALONG A GRAVEL ROAD, THENCE
 RF0242'ABOUT 2.0 MILES WEST AND NORTHWEST ALONG AN ABANDONED ROAD BED
 RF0242'TO THE NORTH COVE OF BIG PLEASANT LAKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0081 ***********************************************************************
 RE0081  DESIGNATION -  L 11
 RE0081  PID         -  RE0081
 RE0081  STATE/COUNTY-  ME/AROOSTOOK
 RE0081  USGS QUAD   -  LIMESTONE (1978)
 RE0081
 RE0081                         *CURRENT SURVEY CONTROL
 RE0081  ___________________________________________________________________
 RE0081* NAD 83(1986)-  46 54 40.     (N)    067 49 34.     (W)     SCALED    
 RE0081* NAVD 88     -       190.812  (meters)     626.02   (feet)  ADJUSTED  
 RE0081  ___________________________________________________________________
 RE0081  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 RE0081  DYNAMIC HT  -         190.834 (meters)     626.09  (feet)  COMP
 RE0081  MODELED GRAV-     980,728.2   (mgal)                       NAVD 88
 RE0081
 RE0081  VERT ORDER  -  SECOND    CLASS 0
 RE0081
 RE0081.The horizontal coordinates were scaled from a topographic map and have
 RE0081.an estimated accuracy of +/- 6 seconds.
 RE0081
 RE0081.The orthometric height was determined by differential leveling
 RE0081.and adjusted by the National Geodetic Survey in June 1991..
 RE0081
 RE0081.The geoid height was determined by GEOID03.
 RE0081
 RE0081.The dynamic height is computed by dividing the NAVD 88
 RE0081.geopotential number by the normal gravity value computed on the
 RE0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0081.degrees latitude (g = 980.6199 gals.).
 RE0081
 RE0081.The modeled gravity was interpolated from observed gravity values.
 RE0081
 RE0081;                    North         East    Units  Estimated Accuracy
 RE0081;SPC ME E     -   360,760.      351,330.      MT  (+/- 180 meters Scaled)
 RE0081
 RE0081                          SUPERSEDED SURVEY CONTROL
 RE0081
 RE0081  NGVD 29 (??/??/92)  191.018  (m)          626.70   (f) ADJ UNCH    2 0
 RE0081
 RE0081.Superseded values are not recommended for survey control.
 RE0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0081.See file dsdata.txt to determine how the superseded data were derived.
 RE0081
 RE0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM893959(NAD 83)
 RE0081_MARKER: DD = SURVEY DISK
 RE0081_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RE0081_SP_SET: STEP
 RE0081_STAMPING: L 11 1930
 RE0081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RE0081
 RE0081  HISTORY     - Date     Condition        Report By
 RE0081  HISTORY     - 1930     MONUMENTED       USGS
 RE0081  HISTORY     - 1935     GOOD             NGS
 RE0081
 RE0081                          STATION DESCRIPTION
 RE0081
 RE0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RE0081'AT LIMESTONE.
 RE0081'AT LIMESTONE, AROOSTOOK COUNTY, AT THE GRADE SCHOOL, IN THE
 RE0081'TOP OF THE BOTTOM STEP OF THE CONCRETE STEPS, AND 6 INCHES
 RE0081'FROM THE NORTH END OF THE STEP.  A UNITED STATES GEOLOGICAL
 RE0081'SURVEY STANDARD DISK, STAMPED L 11 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0091 ***********************************************************************
 RF0091  DESIGNATION -  L 11
 RF0091  PID         -  RF0091
 RF0091  STATE/COUNTY-  ME/AROOSTOOK
 RF0091  USGS QUAD   -  GRISWOLD (1986)
 RF0091
 RF0091                         *CURRENT SURVEY CONTROL
 RF0091  ___________________________________________________________________
 RF0091* NAD 83(1986)-  46 24 12.     (N)    068 17 41.     (W)     SCALED    
 RF0091* NAVD 88     -       179.960  (meters)     590.42   (feet)  ADJUSTED  
 RF0091  ___________________________________________________________________
 RF0091  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 RF0091  DYNAMIC HT  -         179.971 (meters)     590.45  (feet)  COMP
 RF0091  MODELED GRAV-     980,673.7   (mgal)                       NAVD 88
 RF0091
 RF0091  VERT ORDER  -  FIRST     CLASS II
 RF0091
 RF0091.The horizontal coordinates were scaled from a topographic map and have
 RF0091.an estimated accuracy of +/- 6 seconds.
 RF0091
 RF0091.The orthometric height was determined by differential leveling
 RF0091.and adjusted by the National Geodetic Survey in June 1991..
 RF0091
 RF0091.The geoid height was determined by GEOID03.
 RF0091
 RF0091.The dynamic height is computed by dividing the NAVD 88
 RF0091.geopotential number by the normal gravity value computed on the
 RF0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0091.degrees latitude (g = 980.6199 gals.).
 RF0091
 RF0091.The modeled gravity was interpolated from observed gravity values.
 RF0091
 RF0091;                    North         East    Units  Estimated Accuracy
 RF0091;SPC ME E     -   304,120.      315,780.      MT  (+/- 180 meters Scaled)
 RF0091
 RF0091                          SUPERSEDED SURVEY CONTROL
 RF0091
 RF0091  NGVD 29 (??/??/92)  180.118  (m)          590.94   (f) ADJ UNCH    1 2
 RF0091
 RF0091.Superseded values are not recommended for survey control.
 RF0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0091.See file dsdata.txt to determine how the superseded data were derived.
 RF0091
 RF0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM542391(NAD 83)
 RF0091_MARKER: DB = BENCH MARK DISK
 RF0091_SETTING: 80 = SET IN A BOULDER
 RF0091_SP_SET: BOULDER
 RF0091_STAMPING: 590.937 L 11 1927
 RF0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0091+STABILITY: SURFACE MOTION
 RF0091
 RF0091  HISTORY     - Date     Condition        Report By
 RF0091  HISTORY     - 1927     MONUMENTED       CGS
 RF0091
 RF0091                          STATION DESCRIPTION
 RF0091
 RF0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 RF0091'8.2 MI S FROM MASARDIS.
 RF0091'8.2 MILES SOUTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM THE
 RF0091'STATION AT MASARDIS, AROOSTOOK COUNTY, 18 RAILS SOUTH OF THE
 RF0091'SOUTH SIGNAL POST AT GRISWOLD, 15 RAILS NORTH OF CULVERT A
 RF0091'24.56, 6 RAILS SOUTH OF THE LARGEST BOULDER IN THE LOCALITY, 28.3
 RF0091'FEET WEST OF THE WEST RAIL, IN THE TOP OF A 2- BY 3-FOOT BOULDER,
 RF0091'AND ABOUT 8 INCHES ABOVE THE GROUND.  A STANDARD DISK, STAMPED
 RF0091'590.937 L 11 1927.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0329 ***********************************************************************
 RF0329  DESIGNATION -  L 110
 RF0329  PID         -  RF0329
 RF0329  STATE/COUNTY-  ME/AROOSTOOK
 RF0329  USGS QUAD   -  UGH LAKE (1986)
 RF0329
 RF0329                         *CURRENT SURVEY CONTROL
 RF0329  ___________________________________________________________________
 RF0329* NAD 83(1986)-  46 37 51.     (N)    069 34 50.     (W)     SCALED    
 RF0329* NAVD 88     -       389.956  (meters)    1279.38   (feet)  ADJUSTED  
 RF0329  ___________________________________________________________________
 RF0329  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 RF0329  DYNAMIC HT  -         389.971 (meters)    1279.43  (feet)  COMP
 RF0329  MODELED GRAV-     980,639.7   (mgal)                       NAVD 88
 RF0329
 RF0329  VERT ORDER  -  SECOND    CLASS 0
 RF0329
 RF0329.The horizontal coordinates were scaled from a topographic map and have
 RF0329.an estimated accuracy of +/- 6 seconds.
 RF0329
 RF0329.The orthometric height was determined by differential leveling
 RF0329.and adjusted by the National Geodetic Survey in June 1991..
 RF0329
 RF0329.The geoid height was determined by GEOID03.
 RF0329
 RF0329.The dynamic height is computed by dividing the NAVD 88
 RF0329.geopotential number by the normal gravity value computed on the
 RF0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0329.degrees latitude (g = 980.6199 gals.).
 RF0329
 RF0329.The modeled gravity was interpolated from observed gravity values.
 RF0329
 RF0329;                    North         East    Units  Estimated Accuracy
 RF0329;SPC ME E     -   329,960.      217,260.      MT  (+/- 180 meters Scaled)
 RF0329
 RF0329                          SUPERSEDED SURVEY CONTROL
 RF0329
 RF0329  NGVD 29 (??/??/92)  390.136  (m)         1279.97   (f) ADJ UNCH    2 0
 RF0329
 RF0329.Superseded values are not recommended for survey control.
 RF0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0329.See file dsdata.txt to determine how the superseded data were derived.
 RF0329
 RF0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM555643(NAD 83)
 RF0329_MARKER: DB = BENCH MARK DISK
 RF0329_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RF0329_SP_SET: MAPLE TREE
 RF0329_STAMPING: L 110 1953
 RF0329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RF0329
 RF0329  HISTORY     - Date     Condition        Report By
 RF0329  HISTORY     - 1953     MONUMENTED       CGS
 RF0329  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 RF0329
 RF0329                          STATION DESCRIPTION
 RF0329
 RF0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0329'3.2 MI NW FROM CLAYTON LAKE.
 RF0329'ABOUT 3.25 MILES NORTHWEST ALONG A GRAVEL ROAD LEADING TO LAC
 RF0329'FRONTIERE FROM THE POST OFFICE AT CLAYTON LAKE, ABOUT 0.35 MILE
 RF0329'SOUTHEAST OF THE TOP OF A GRADE, ABOUT 0.15 MILE SOUTHEAST OF
 RF0329'A TRAIL LEADING NORTHEAST, ALONG A SHORT FLAT STRETCH IN ROAD
 RF0329'ON THE SOUTHEAST SLOPE OF A LONG HILL, SET VERTICALLY IN THE
 RF0329'NORTHEAST FACE OF A 10-INCH MAPLE TREE, 21 FEET SOUTHWEST OF
 RF0329'CENTER LINE OF ROAD, 6 FEET SOUTHEAST OF A TRIANGULAR BLAZED
 RF0329'6-INCH BALSAM TREE, 45 FEET SOUTHWEST AND ACROSS ROAD FROM A
 RF0329'TRIANGULAR BLAZED 12-INCH MAPLE TREE, ABOUT 1 1/2 FEET ABOVE
 RF0329'GROUND AND ABOUT 1 1/2 FEET ABOVE LEVEL OF ROAD.
 RF0329
 RF0329                          STATION RECOVERY (1984)
 RF0329
 RF0329'RECOVERY NOTE BY US POWER SQUADRON 1984 (RR)
 RF0329'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0690 ***********************************************************************
 QG0690  DESIGNATION -  L 111
 QG0690  PID         -  QG0690
 QG0690  STATE/COUNTY-  ME/PISCATAQUIS
 QG0690  USGS QUAD   -  BIG SPENCER MTN (1988)
 QG0690
 QG0690                         *CURRENT SURVEY CONTROL
 QG0690  ___________________________________________________________________
 QG0690* NAD 83(1986)-  45 47 47.     (N)    069 24 01.     (W)     SCALED    
 QG0690* NAVD 88     -       427.064  (meters)    1401.13   (feet)  ADJUSTED  
 QG0690  ___________________________________________________________________
 QG0690  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 QG0690  DYNAMIC HT  -         427.057 (meters)    1401.10  (feet)  COMP
 QG0690  MODELED GRAV-     980,583.9   (mgal)                       NAVD 88
 QG0690
 QG0690  VERT ORDER  -  SECOND    CLASS 0
 QG0690
 QG0690.The horizontal coordinates were scaled from a topographic map and have
 QG0690.an estimated accuracy of +/- 6 seconds.
 QG0690
 QG0690.The orthometric height was determined by differential leveling
 QG0690.and adjusted by the National Geodetic Survey in June 1991..
 QG0690
 QG0690.The geoid height was determined by GEOID03.
 QG0690
 QG0690.The dynamic height is computed by dividing the NAVD 88
 QG0690.geopotential number by the normal gravity value computed on the
 QG0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0690.degrees latitude (g = 980.6199 gals.).
 QG0690
 QG0690.The modeled gravity was interpolated from observed gravity values.
 QG0690
 QG0690;                    North         East    Units  Estimated Accuracy
 QG0690;SPC ME E     -   237,040.      230,010.      MT  (+/- 180 meters Scaled)
 QG0690
 QG0690                          SUPERSEDED SURVEY CONTROL
 QG0690
 QG0690  NGVD 29 (??/??/92)  427.222  (m)         1401.64   (f) ADJ UNCH    2 0
 QG0690
 QG0690.Superseded values are not recommended for survey control.
 QG0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0690.See file dsdata.txt to determine how the superseded data were derived.
 QG0690
 QG0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL688715(NAD 83)
 QG0690_MARKER: DB = BENCH MARK DISK
 QG0690_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QG0690_SP_SET: BRIDGE
 QG0690_STAMPING: L 111 1953
 QG0690_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG0690
 QG0690  HISTORY     - Date     Condition        Report By
 QG0690  HISTORY     - 1953     MONUMENTED       CGS
 QG0690
 QG0690                          STATION DESCRIPTION
 QG0690
 QG0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0690'12.7 MI N FROM KOKADJO.
 QG0690'8.2 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 QG0690'KOKADJO, THENCE ABOUT 4.5 MILES NORTHWEST ALONG A PRIVATE GRAVEL
 QG0690'ROAD, ABOUT 1.0 MILE EAST OF A 16-FOOT WOODEN BRIDGE OVER A SMALL
 QG0690'STREAM, IN THE TOP OF AN 11 BY 6-FOOT OBLONG BOULDER, 50 FEET
 QG0690'SOUTHEAST OF CENTER LINE OF ROAD, 21 FEET SOUTH OF A TELEPHONE
 QG0690'POLE, 18 FEET SOUTHEAST OF LINE OF POLES, 6 FEET SOUTHEAST OF
 QG0690'NORTHWEST END OF ROCK, 2 1/2 FEET ABOVE GROUND AND ABOUT 3 FEET
 QG0690'ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0252 ***********************************************************************
 RF0252  DESIGNATION -  L 112
 RF0252  PID         -  RF0252
 RF0252  STATE/COUNTY-  ME/SOMERSET
 RF0252  USGS QUAD   -  BAKER LAKE (1989)
 RF0252
 RF0252                         *CURRENT SURVEY CONTROL
 RF0252  ___________________________________________________________________
 RF0252* NAD 83(1986)-  46 17 19.     (N)    069 55 47.     (W)     SCALED    
 RF0252* NAVD 88     -       361.229  (meters)    1185.13   (feet)  ADJUSTED  
 RF0252  ___________________________________________________________________
 RF0252  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 RF0252  DYNAMIC HT  -         361.226 (meters)    1185.12  (feet)  COMP
 RF0252  MODELED GRAV-     980,596.2   (mgal)                       NAVD 88
 RF0252
 RF0252  VERT ORDER  -  SECOND    CLASS 0
 RF0252
 RF0252.The horizontal coordinates were scaled from a topographic map and have
 RF0252.an estimated accuracy of +/- 6 seconds.
 RF0252
 RF0252.The orthometric height was determined by differential leveling
 RF0252.and adjusted by the National Geodetic Survey in June 1991..
 RF0252
 RF0252.The geoid height was determined by GEOID03.
 RF0252
 RF0252.The dynamic height is computed by dividing the NAVD 88
 RF0252.geopotential number by the normal gravity value computed on the
 RF0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0252.degrees latitude (g = 980.6199 gals.).
 RF0252
 RF0252.The modeled gravity was interpolated from observed gravity values.
 RF0252
 RF0252;                    North         East    Units  Estimated Accuracy
 RF0252;SPC ME W     -   383,980.      918,260.      MT  (+/- 180 meters Scaled)
 RF0252
 RF0252                          SUPERSEDED SURVEY CONTROL
 RF0252
 RF0252  NGVD 29 (??/??/92)  361.387  (m)         1185.65   (f) ADJ UNCH    2 0
 RF0252
 RF0252.Superseded values are not recommended for survey control.
 RF0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0252.See file dsdata.txt to determine how the superseded data were derived.
 RF0252
 RF0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM283265(NAD 83)
 RF0252_MARKER: DB = BENCH MARK DISK
 RF0252_SETTING: 66 = SET IN ROCK OUTCROP
 RF0252_SP_SET: ROCK LEDGE
 RF0252_STAMPING: L 112 1953
 RF0252_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0252+STABILITY: POSITION/ELEVATION WELL
 RF0252
 RF0252  HISTORY     - Date     Condition        Report By
 RF0252  HISTORY     - 1953     MONUMENTED       CGS
 RF0252
 RF0252                          STATION DESCRIPTION
 RF0252
 RF0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0252'25.6 MI NE FROM STE AURELIE.
 RF0252'ABOUT 25.65 MILES NORTHEAST AND EAST ALONG A GRAVEL ROAD LEADING
 RF0252'TO FRANCIS LAKE FROM THE CHURCH AT STE AURELIE, AT WOODEN
 RF0252'BRIDGE OVER BAKER BRANCH, SET IN THE TOP OF AN OUTCROPPING ROCK
 RF0252'LEDGE, 57 1/2 FEET SOUTH OF CENTER LINE OF ROAD 56 FEET SOUTHWEST
 RF0252'OF SOUTH END OF WEST WOODEN ABUTMENT OF BRIDGE, 68 FEET EAST OF
 RF0252'CENTER LINE OF A DRIVE SOUTH TO A CABIN, ABOUT 12 YARDS WEST OF
 RF0252'WATERS EDGE OF BAKER BRANCH AND ABOUT 2 1/2 FEET BELOW LEVEL
 RF0252'OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SE0001 ***********************************************************************
 SE0001  DESIGNATION -  L 113
 SE0001  PID         -  SE0001
 SE0001  STATE/COUNTY-  ME/AROOSTOOK
 SE0001  USGS QUAD   -  VAN BUREN (1986)
 SE0001
 SE0001                         *CURRENT SURVEY CONTROL
 SE0001  ___________________________________________________________________
 SE0001* NAD 83(1986)-  47 08 38.     (N)    067 56 40.     (W)     SCALED    
 SE0001* NAVD 88     -       191.609  (meters)     628.64   (feet)  ADJUSTED  
 SE0001  ___________________________________________________________________
 SE0001  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 SE0001  DYNAMIC HT  -         191.634 (meters)     628.72  (feet)  COMP
 SE0001  MODELED GRAV-     980,741.3   (mgal)                       NAVD 88
 SE0001
 SE0001  VERT ORDER  -  SECOND    CLASS 0
 SE0001
 SE0001.The horizontal coordinates were scaled from a topographic map and have
 SE0001.an estimated accuracy of +/- 6 seconds.
 SE0001
 SE0001.The orthometric height was determined by differential leveling
 SE0001.and adjusted by the National Geodetic Survey in June 1991..
 SE0001
 SE0001.The geoid height was determined by GEOID03.
 SE0001
 SE0001.The dynamic height is computed by dividing the NAVD 88
 SE0001.geopotential number by the normal gravity value computed on the
 SE0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SE0001.degrees latitude (g = 980.6199 gals.).
 SE0001
 SE0001.The modeled gravity was interpolated from observed gravity values.
 SE0001
 SE0001;                    North         East    Units  Estimated Accuracy
 SE0001;SPC ME E     -   386,570.      342,140.      MT  (+/- 180 meters Scaled)
 SE0001
 SE0001                          SUPERSEDED SURVEY CONTROL
 SE0001
 SE0001  NGVD 29 (??/??/92)  191.777  (m)          629.19   (f) ADJ UNCH    2 0
 SE0001
 SE0001.Superseded values are not recommended for survey control.
 SE0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SE0001.See file dsdata.txt to determine how the superseded data were derived.
 SE0001
 SE0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN800216(NAD 83)
 SE0001_MARKER: DB = BENCH MARK DISK
 SE0001_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 SE0001_SP_SET: CULVERT HEADWALL
 SE0001_STAMPING: L 113 1953
 SE0001_MARK LOGO: CGS   
 SE0001_MAGNETIC: N = NO MAGNETIC MATERIAL
 SE0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SE0001+STABILITY: SURFACE MOTION
 SE0001
 SE0001  HISTORY     - Date     Condition        Report By
 SE0001  HISTORY     - 1953     MONUMENTED       CGS
 SE0001  HISTORY     - 19900613 GOOD             MEDT
 SE0001
 SE0001                          STATION DESCRIPTION
 SE0001
 SE0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 SE0001'1.2 MI S FROM VAN BUREN.
 SE0001'1.2 MILES SOUTH ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 SE0001'VAN BUREN, ABOUT 0.3 MILE NORTHEAST OF A GRAVEL ROAD NORTHWEST,
 SE0001'IN THE TOP OF THE NORTHEAST END OF SOUTHEAST HEAD WALL OF A
 SE0001'3-FOOT CONCRETE BOX CULVERT, 29 FEET SOUTHEAST OF CENTER LINE
 SE0001'OF HIGHWAY, 56 FEET SOUTHEAST AND ACROSS HIGHWAY FROM TELEPHONE
 SE0001'POLE NO. 422/915 AND ABOUT 7 FEET BELOW LEVEL OF HIGHWAY.
 SE0001
 SE0001                          STATION RECOVERY (1990)
 SE0001
 SE0001'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1990
 SE0001'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SE0208 ***********************************************************************
 SE0208  DESIGNATION -  L 113 RESET
 SE0208  PID         -  SE0208
 SE0208  STATE/COUNTY-  ME/AROOSTOOK
 SE0208  USGS QUAD   -  VAN BUREN (1986)
 SE0208
 SE0208                         *CURRENT SURVEY CONTROL
 SE0208  ___________________________________________________________________
 SE0208* NAD 83(1986)-  47 08 38.     (N)    067 56 40.     (W)     SCALED    
 SE0208* NAVD 88     -       196.03   (meters)     643.1    (feet)  RESET     
 SE0208  ___________________________________________________________________
 SE0208  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 SE0208
 SE0208  VERT ORDER  -  THIRD
 SE0208
 SE0208.The horizontal coordinates were scaled from a topographic map and have
 SE0208.an estimated accuracy of +/- 6 seconds.
 SE0208
 SE0208.The orthometric height was computed from unverified reset data.
 SE0208.No vertical observational check was made to the station.
 SE0208
 SE0208.The geoid height was determined by GEOID03.
 SE0208
 SE0208;                    North         East    Units  Estimated Accuracy
 SE0208;SPC ME E     -   386,570.      342,140.      MT  (+/- 180 meters Scaled)
 SE0208
 SE0208                          SUPERSEDED SURVEY CONTROL
 SE0208
 SE0208  NGVD 29 (01/19/06)  196.20   (m)          643.7    (f) RESET       3  
 SE0208
 SE0208.Superseded values are not recommended for survey control.
 SE0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SE0208.See file dsdata.txt to determine how the superseded data were derived.
 SE0208
 SE0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN800216(NAD 83)
 SE0208_MARKER: DV = VERTICAL CONTROL DISK
 SE0208_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SE0208_SP_SET: COPPER-CLAD STEEL ROD
 SE0208_STAMPING: L 113 RESET 1990
 SE0208_MARK LOGO: NGS   
 SE0208_MAGNETIC: N = NO MAGNETIC MATERIAL
 SE0208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SE0208
 SE0208  HISTORY     - Date     Condition        Report By
 SE0208  HISTORY     - 1990     MONUMENTED       MEDT
 SE0208
 SE0208                          STATION DESCRIPTION
 SE0208
 SE0208'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1990
 SE0208'1.0 MILE (1.6 KM) SOUTHERLY ALONG ROUTE 1 FROM THE JUNCTION OF US
 SE0208'ROUTE 1 AND US ROUTE 1A IN VAN BUREN, SCREWED INTO A 14-FOOT,
 SE0208'5/8-INCH STEEL ROD DRIVEN INTO THE GROUND AT THE EDGE OF A FIELD, IN
 SE0208'A PVC PIPE, 35.0 FEET (10.7 M) SOUTHEAST OF A LONE 10 INCH POPLAR
 SE0208'TREE IN THE FIELD, 2.4 FEET (0.7 M) NORTHWEST OF A METAL WITNESS
 SE0208'POST, 95.5 FEET (29.1 M) SOUTHEAST OF CENTERLINE STATION 1068+83 OF
 SE0208'US ROUTE 1, AND 52.3 FEET (15.9 M) NORTHEAST OF A 22 INCH SPRUCE
 SE0208'TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0719 ***********************************************************************
 QG0719  DESIGNATION -  L 114
 QG0719  PID         -  QG0719
 QG0719  STATE/COUNTY-  ME/PISCATAQUIS
 QG0719  USGS QUAD   -  BROWNVILLE JUNCTION (1988)
 QG0719
 QG0719                         *CURRENT SURVEY CONTROL
 QG0719  ___________________________________________________________________
 QG0719* NAD 83(1986)-  45 18 48.     (N)    069 02 00.     (W)     SCALED    
 QG0719* NAVD 88     -       108.185  (meters)     354.94   (feet)  POSTED    
 QG0719  ___________________________________________________________________
 QG0719  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 QG0719  DYNAMIC HT  -         108.180 (meters)     354.92  (feet)  COMP
 QG0719  MODELED GRAV-     980,597.6   (mgal)                       NAVD 88
 QG0719
 QG0719  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QG0719
 QG0719.The horizontal coordinates were scaled from a topographic map and have
 QG0719.an estimated accuracy of +/- 6 seconds.
 QG0719
 QG0719.The orthometric height was determined by differential leveling
 QG0719.and adjusted by the National Geodetic Survey in 1992..
 QG0719.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QG0719.rate of 0.0 thru 1.0 mm/km.
 QG0719
 QG0719.The geoid height was determined by GEOID03.
 QG0719
 QG0719.The dynamic height is computed by dividing the NAVD 88
 QG0719.geopotential number by the normal gravity value computed on the
 QG0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0719.degrees latitude (g = 980.6199 gals.).
 QG0719
 QG0719.The modeled gravity was interpolated from observed gravity values.
 QG0719
 QG0719;                    North         East    Units  Estimated Accuracy
 QG0719;SPC ME E     -   183,100.      258,180.      MT  (+/- 180 meters Scaled)
 QG0719
 QG0719                          SUPERSEDED SURVEY CONTROL
 QG0719
 QG0719  NGVD 29 (??/??/92)  108.360  (m)          355.51   (f) ADJ UNCH    1 2
 QG0719
 QG0719.Superseded values are not recommended for survey control.
 QG0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0719.See file dsdata.txt to determine how the superseded data were derived.
 QG0719
 QG0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL973177(NAD 83)
 QG0719_MARKER: DB = BENCH MARK DISK
 QG0719_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QG0719_SP_SET: BRIDGE
 QG0719_STAMPING: L 114 1953
 QG0719_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG0719
 QG0719  HISTORY     - Date     Condition        Report By
 QG0719  HISTORY     - 1953     MONUMENTED       CGS
 QG0719
 QG0719                          STATION DESCRIPTION
 QG0719
 QG0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0719'0.9 MI N FROM BROWNVILLE.
 QG0719'0.9 MILE NORTH ALONG MAIN TRACK OF THE BANGOR AND AROOSTOOK
 QG0719'RAILROAD FROM THE STATION AT BROWNVILLE, IN THE TOP OF THE
 QG0719'SECOND LAYER OF STONE MASONRY FROM THE TOP OF THE SOUTHEAST
 QG0719'WING WALL OF THE NORTHEAST STONE MASONRY ABUTMENT OF RAILROAD
 QG0719'STEEL BRIDGE NO. 72.52 OVER PLEASANT RIVER, 11 FEET SOUTHEAST
 QG0719'OF SOUTHEAST RAIL AND ABOUT 3 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0074 ***********************************************************************
 QF0074  DESIGNATION -  L 115
 QF0074  PID         -  QF0074
 QF0074  STATE/COUNTY-  ME/WASHINGTON
 QF0074  USGS QUAD   -  MEDDYBEMPS LAKE EAST (1987)
 QF0074
 QF0074                         *CURRENT SURVEY CONTROL
 QF0074  ___________________________________________________________________
 QF0074* NAD 83(1986)-  45 01 17.     (N)    067 18 01.     (W)     SCALED    
 QF0074* NAVD 88     -        97.566  (meters)     320.10   (feet)  ADJUSTED  
 QF0074  ___________________________________________________________________
 QF0074  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 QF0074  DYNAMIC HT  -          97.564 (meters)     320.09  (feet)  COMP
 QF0074  MODELED GRAV-     980,587.7   (mgal)                       NAVD 88
 QF0074
 QF0074  VERT ORDER  -  FIRST     CLASS II
 QF0074
 QF0074.The horizontal coordinates were scaled from a topographic map and have
 QF0074.an estimated accuracy of +/- 6 seconds.
 QF0074
 QF0074.The orthometric height was determined by differential leveling
 QF0074.and adjusted by the National Geodetic Survey in June 1991..
 QF0074
 QF0074.The geoid height was determined by GEOID03.
 QF0074
 QF0074.The dynamic height is computed by dividing the NAVD 88
 QF0074.geopotential number by the normal gravity value computed on the
 QF0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0074.degrees latitude (g = 980.6199 gals.).
 QF0074
 QF0074.The modeled gravity was interpolated from observed gravity values.
 QF0074
 QF0074;                    North         East    Units  Estimated Accuracy
 QF0074;SPC ME E     -   151,220.      394,550.      MT  (+/- 180 meters Scaled)
 QF0074
 QF0074                          SUPERSEDED SURVEY CONTROL
 QF0074
 QF0074  NGVD 29 (??/??/92)   97.770  (m)          320.77   (f) ADJ UNCH    1 2
 QF0074
 QF0074.Superseded values are not recommended for survey control.
 QF0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0074.See file dsdata.txt to determine how the superseded data were derived.
 QF0074
 QF0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK339867(NAD 83)
 QF0074_MARKER: DB = BENCH MARK DISK
 QF0074_SETTING: 66 = SET IN ROCK OUTCROP
 QF0074_SP_SET: ROCK LEDGE OUTCROP
 QF0074_STAMPING: L 115 1953
 QF0074_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0074+STABILITY: POSITION/ELEVATION WELL
 QF0074
 QF0074  HISTORY     - Date     Condition        Report By
 QF0074  HISTORY     - 1953     MONUMENTED       CGS
 QF0074
 QF0074                          STATION DESCRIPTION
 QF0074
 QF0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QF0074'1.6 MI NW FROM BLANCHARD CORNER.
 QF0074'1.6 MILES NORTHWEST ALONG STATE HIGHWAY 214 FROM THE CROSSROAD
 QF0074'AT BLANCHARD CORNER, AT DAMONS RIDGE, IN THE TOP OF AN OUTCROPPING
 QF0074'GRANITE LEDGE WITH 4 BY 2-FOOT EXPOSED SURFACE AND PROJECTING
 QF0074'ABOUT 6 INCHES, 61 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY, 74
 QF0074'FEET SOUTH OF CENTER OF JUNCTION OF HIGHWAY AND A GRAVEL ROAD
 QF0074'LEADING SOUTHWEST, 86 1/2 FEET NORTHEAST OF NORTH CORNER OF A
 QF0074'2-STORY FRAME HOUSE, 52 FEET SOUTHEAST OF CENTER LINE OF ROAD
 QF0074'SOUTHWEST, 38 FEET SOUTH-SOUTHWEST OF TELEPHONE POLE NO. 6/72,
 QF0074'AND ABOUT 3 1/2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0313 ***********************************************************************
 RF0313  DESIGNATION -  L 116
 RF0313  PID         -  RF0313
 RF0313  STATE/COUNTY-  ME/SOMERSET
 RF0313  USGS QUAD   -  BAKER LAKE NW (1989)
 RF0313
 RF0313                         *CURRENT SURVEY CONTROL
 RF0313  ___________________________________________________________________
 RF0313* NAD 83(1986)-  46 24 02.     (N)    069 57 52.     (W)     SCALED    
 RF0313* NAVD 88     -       392.446  (meters)    1287.55   (feet)  ADJUSTED  
 RF0313  ___________________________________________________________________
 RF0313  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 RF0313  DYNAMIC HT  -         392.448 (meters)    1287.56  (feet)  COMP
 RF0313  MODELED GRAV-     980,609.3   (mgal)                       NAVD 88
 RF0313
 RF0313  VERT ORDER  -  SECOND    CLASS 0
 RF0313
 RF0313.The horizontal coordinates were scaled from a topographic map and have
 RF0313.an estimated accuracy of +/- 6 seconds.
 RF0313
 RF0313.The orthometric height was determined by differential leveling
 RF0313.and adjusted by the National Geodetic Survey in June 1991..
 RF0313
 RF0313.The geoid height was determined by GEOID03.
 RF0313
 RF0313.The dynamic height is computed by dividing the NAVD 88
 RF0313.geopotential number by the normal gravity value computed on the
 RF0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0313.degrees latitude (g = 980.6199 gals.).
 RF0313
 RF0313.The modeled gravity was interpolated from observed gravity values.
 RF0313
 RF0313;                    North         East    Units  Estimated Accuracy
 RF0313;SPC ME W     -   396,410.      915,550.      MT  (+/- 180 meters Scaled)
 RF0313
 RF0313                          SUPERSEDED SURVEY CONTROL
 RF0313
 RF0313  NGVD 29 (??/??/92)  392.610  (m)         1288.09   (f) ADJ UNCH    2 0
 RF0313
 RF0313.Superseded values are not recommended for survey control.
 RF0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0313.See file dsdata.txt to determine how the superseded data were derived.
 RF0313
 RF0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM258390(NAD 83)
 RF0313_MARKER: DB = BENCH MARK DISK
 RF0313_SETTING: 80 = SET IN A BOULDER
 RF0313_SP_SET: BOULDER
 RF0313_STAMPING: L 116 1953
 RF0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0313+STABILITY: SURFACE MOTION
 RF0313
 RF0313  HISTORY     - Date     Condition        Report By
 RF0313  HISTORY     - 1953     MONUMENTED       CGS
 RF0313  HISTORY     - 1961     MARK NOT FOUND   USGS
 RF0313
 RF0313                          STATION DESCRIPTION
 RF0313
 RF0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0313'14.9 MI SE FROM STE CAMILLE.
 RF0313'ABOUT 13.1 MILES SOUTHEAST ALONG A ROAD FROM ITS CROSSING OF
 RF0313'QUEBEC CENTRAL RAILWAY AND STATION AT STE CAMILLE, THENCE ABOUT
 RF0313'1.8 MILES EAST ALONG A JEEP TRAIL FOLLOWING A TELEPHONE LINE, 17
 RF0313'FEET NORTH OF CENTER LINE OF TRAIL, 17 FEET NORTHWEST OF A
 RF0313'TRIANGULAR BLAZED 10-INCH BIRCH TREE, 19 1/2 FEET NORTHEAST OF
 RF0313'A TRIANGULAR BLAZED 10-INCH MAPLE TREE, IN THE TOP AND NEAR HIGH
 RF0313'POINT OF A 7 BY 5-FOOT BOULDER PROJECTING 1 1/2 FEET, 3 FEET
 RF0313'NORTH OF SOUTH END OF BOULDER AND ABOUT 2 FEET ABOVE LEVEL OF
 RF0313'TRAIL.
 RF0313
 RF0313                          STATION RECOVERY (1961)
 RF0313
 RF0313'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 RF0313'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0646 ***********************************************************************
 PE0646  DESIGNATION -  L 118
 PE0646  PID         -  PE0646
 PE0646  STATE/COUNTY-  ME/PENOBSCOT
 PE0646  USGS QUAD   -  CARMEL (1982)
 PE0646
 PE0646                         *CURRENT SURVEY CONTROL
 PE0646  ___________________________________________________________________
 PE0646* NAD 83(1986)-  44 47 54.     (N)    069 02 12.     (W)     SCALED    
 PE0646* NAVD 88     -        43.798  (meters)     143.69   (feet)  ADJUSTED  
 PE0646  ___________________________________________________________________
 PE0646  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 PE0646  DYNAMIC HT  -          43.796 (meters)     143.69  (feet)  COMP
 PE0646  MODELED GRAV-     980,572.7   (mgal)                       NAVD 88
 PE0646  OBS GRAVITY -     980,576.3   (mgal)                       GRAV_OBS
 PE0646
 PE0646  VERT ORDER  -  FIRST     CLASS I
 PE0646
 PE0646.The horizontal coordinates were scaled from a topographic map and have
 PE0646.an estimated accuracy of +/- 6 seconds.
 PE0646
 PE0646.The orthometric height was determined by differential leveling
 PE0646.and adjusted by the National Geodetic Survey in June 1991..
 PE0646
 PE0646.The geoid height was determined by GEOID03.
 PE0646
 PE0646.The dynamic height is computed by dividing the NAVD 88
 PE0646.geopotential number by the normal gravity value computed on the
 PE0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0646.degrees latitude (g = 980.6199 gals.).
 PE0646
 PE0646.The modeled gravity was interpolated from observed gravity values.
 PE0646.The observed gravity was obtained from relative gravimeter ties
 PE0646.to the IGSN71 gravity network.
 PE0646
 PE0646;                    North         East    Units  Estimated Accuracy
 PE0646;SPC ME E     -   125,880.      257,540.      MT  (+/- 180 meters Scaled)
 PE0646
 PE0646                          SUPERSEDED SURVEY CONTROL
 PE0646
 PE0646  NGVD 29 (??/??/92)   44.013  (m)          144.40   (f) ADJ UNCH    1 1
 PE0646
 PE0646.Superseded values are not recommended for survey control.
 PE0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0646.See file dsdata.txt to determine how the superseded data were derived.
 PE0646
 PE0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK971605(NAD 83)
 PE0646_MARKER: DB = BENCH MARK DISK
 PE0646_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE0646_SP_SET: CULVERT
 PE0646_STAMPING: L 118 1953
 PE0646_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE0646
 PE0646  HISTORY     - Date     Condition        Report By
 PE0646  HISTORY     - 1953     MONUMENTED       CGS
 PE0646  HISTORY     - 1966     GOOD             NGS
 PE0646  HISTORY     - 1983     GOOD             USPSQD
 PE0646  HISTORY     - 1988     GOOD             USPSQD
 PE0646
 PE0646                          STATION DESCRIPTION
 PE0646
 PE0646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0646'0.4 MI SE FROM CARMEL.
 PE0646'0.4 MILE SOUTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE0646'OVERPASS CROSSING OF U.S. HIGHWAY 2 AT CARMEL, ABOUT 10 1/2
 PE0646'RAILS SOUTHEAST OF MILEPOST V129/P122, IN THE TOP OF THE
 PE0646'SOUTHEAST END OF THE NORTHEAST HEAD WALL FOR A 18-FOOT ARCHED
 PE0646'CULVERT OVER A SMALL STREAM, 25.7 FEET NORTHEAST OF THE
 PE0646'NORTHEAST RAIL, 3 FEET NORTHWEST OF THE SOUTHEAST END OF THE
 PE0646'HEAD WALL, AND ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE TRACK.
 PE0646
 PE0646                          STATION RECOVERY (1983)
 PE0646
 PE0646'RECOVERY NOTE BY US POWER SQUADRON 1983
 PE0646'THE MILE POST IS NOW NUMBERED P 122 ON BOTH SIDES.
 PE0646
 PE0646                          STATION RECOVERY (1988)
 PE0646
 PE0646'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE0646'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0086 ***********************************************************************
 RE0086  DESIGNATION -  L 12
 RE0086  PID         -  RE0086
 RE0086  STATE/COUNTY-  ME/AROOSTOOK
 RE0086  USGS QUAD   -  LIMESTONE (1978)
 RE0086
 RE0086                         *CURRENT SURVEY CONTROL
 RE0086  ___________________________________________________________________
 RE0086* NAD 83(1986)-  46 52 41.     (N)    067 49 31.     (W)     SCALED    
 RE0086* NAVD 88     -       163.392  (meters)     536.06   (feet)  ADJUSTED  
 RE0086  ___________________________________________________________________
 RE0086  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 RE0086  DYNAMIC HT  -         163.410 (meters)     536.12  (feet)  COMP
 RE0086  MODELED GRAV-     980,723.2   (mgal)                       NAVD 88
 RE0086
 RE0086  VERT ORDER  -  SECOND    CLASS 0
 RE0086
 RE0086.The horizontal coordinates were scaled from a topographic map and have
 RE0086.an estimated accuracy of +/- 6 seconds.
 RE0086
 RE0086.The orthometric height was determined by differential leveling
 RE0086.and adjusted by the National Geodetic Survey in June 1991..
 RE0086
 RE0086.The geoid height was determined by GEOID03.
 RE0086
 RE0086.The dynamic height is computed by dividing the NAVD 88
 RE0086.geopotential number by the normal gravity value computed on the
 RE0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0086.degrees latitude (g = 980.6199 gals.).
 RE0086
 RE0086.The modeled gravity was interpolated from observed gravity values.
 RE0086
 RE0086;                    North         East    Units  Estimated Accuracy
 RE0086;SPC ME E     -   357,090.      351,430.      MT  (+/- 180 meters Scaled)
 RE0086
 RE0086                          SUPERSEDED SURVEY CONTROL
 RE0086
 RE0086  NGVD 29 (??/??/92)  163.600  (m)          536.74   (f) ADJ UNCH    2 0
 RE0086
 RE0086.Superseded values are not recommended for survey control.
 RE0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0086.See file dsdata.txt to determine how the superseded data were derived.
 RE0086
 RE0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM895922(NAD 83)
 RE0086_MARKER: DD = SURVEY DISK
 RE0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RE0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RE0086_STAMPING: L 12 1930
 RE0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RE0086+STABILITY: SURFACE MOTION
 RE0086
 RE0086  HISTORY     - Date     Condition        Report By
 RE0086  HISTORY     - 1930     MONUMENTED       USGS
 RE0086  HISTORY     - 1935     GOOD             NGS
 RE0086
 RE0086                          STATION DESCRIPTION
 RE0086
 RE0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RE0086'2.2 MI S FROM LIMESTONE.
 RE0086'2.2 MILES SOUTH ALONG STATE HIGHWAY 165 FROM THE POST OFFICE
 RE0086'AT LIMESTONE, AROOSTOOK COUNTY, 0.2 MILE NORTHWEST OF THE
 RE0086'LIMESTONE-FORT FAIRFIELD TOWN LINE, AT FOUR CORNERS, 120 FEET
 RE0086'NORTH OF A RIGHT-ANGLE TURN IN THE HIGHWAY, 29 FEET EAST OF
 RE0086'THE CENTER LINE OF THE HIGHWAY, AND 5.5 FEET EAST OF A WIRE
 RE0086'FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 RE0086'STAMPED L 12 1930 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RE0086'4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0024 ***********************************************************************
 QG0024  DESIGNATION -  L 12
 QG0024  PID         -  QG0024
 QG0024  STATE/COUNTY-  ME/PENOBSCOT
 QG0024  USGS QUAD   -  PATTEN (1989)
 QG0024
 QG0024                         *CURRENT SURVEY CONTROL
 QG0024  ___________________________________________________________________
 QG0024* NAD 83(1986)-  45 53 56.     (N)    068 25 45.     (W)     SCALED    
 QG0024* NAVD 88     -       147.719  (meters)     484.64   (feet)  ADJUSTED  
 QG0024  ___________________________________________________________________
 QG0024  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 QG0024  DYNAMIC HT  -         147.725 (meters)     484.66  (feet)  COMP
 QG0024  MODELED GRAV-     980,649.3   (mgal)                       NAVD 88
 QG0024
 QG0024  VERT ORDER  -  FIRST     CLASS II
 QG0024
 QG0024.The horizontal coordinates were scaled from a topographic map and have
 QG0024.an estimated accuracy of +/- 6 seconds.
 QG0024
 QG0024.The orthometric height was determined by differential leveling
 QG0024.and adjusted by the National Geodetic Survey in June 1991..
 QG0024
 QG0024.The geoid height was determined by GEOID03.
 QG0024
 QG0024.The dynamic height is computed by dividing the NAVD 88
 QG0024.geopotential number by the normal gravity value computed on the
 QG0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0024.degrees latitude (g = 980.6199 gals.).
 QG0024
 QG0024.The modeled gravity was interpolated from observed gravity values.
 QG0024
 QG0024;                    North         East    Units  Estimated Accuracy
 QG0024;SPC ME E     -   248,040.      305,500.      MT  (+/- 180 meters Scaled)
 QG0024
 QG0024                          SUPERSEDED SURVEY CONTROL
 QG0024
 QG0024  NGVD 29 (??/??/92)  147.892  (m)          485.21   (f) ADJ UNCH    1 2
 QG0024
 QG0024.Superseded values are not recommended for survey control.
 QG0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0024.See file dsdata.txt to determine how the superseded data were derived.
 QG0024
 QG0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL442829(NAD 83)
 QG0024_MARKER: DB = BENCH MARK DISK
 QG0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0024_STAMPING: 485.209 L 12 1927
 QG0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0024+STABILITY: SURFACE MOTION
 QG0024
 QG0024  HISTORY     - Date     Condition        Report By
 QG0024  HISTORY     - 1927     MONUMENTED       CGS
 QG0024  HISTORY     - 1976     MARK NOT FOUND   MEDT
 QG0024  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QG0024
 QG0024                          STATION DESCRIPTION
 QG0024
 QG0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 QG0024'AT SHERMAN STATION.
 QG0024'AT SHERMAN STATION, PENOBSCOT COUNTY, ON THE BANGOR AND AROOSTOOK
 QG0024'RAILROAD, 19 RAILS SOUTHWEST OF THE STATION, 150 FEET SOUTHWEST
 QG0024'OF THE CROSSING OF STATE HIGHWAY 11, 45 FEET NORTHWEST OF THE
 QG0024'NORTHWEST RAIL, AND 3 FEET SOUTHEAST OF THE BOARD FENCE SEPARATING
 QG0024'THE SHERMAN LUMBER YARD FROM RAILROAD PROPERTY.  A STANDARD DISK,
 QG0024'STAMPED 485.209 L 12 1927 AND SET IN THE TOP OF A CONCRETE POST
 QG0024'PROJECTING 3 INCHES ABOVE GROUND.
 QG0024
 QG0024                          STATION RECOVERY (1976)
 QG0024
 QG0024'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1976
 QG0024'MARK NOT FOUND.
 QG0024
 QG0024                          STATION RECOVERY (1985)
 QG0024
 QG0024'RECOVERY NOTE BY US POWER SQUADRON 1985 (BRP)
 QG0024'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0110 ***********************************************************************
 OC0110  DESIGNATION -  L 121
 OC0110  PID         -  OC0110
 OC0110  STATE/COUNTY-  ME/CUMBERLAND
 OC0110  USGS QUAD   -  PORTLAND WEST (1978)
 OC0110
 OC0110                         *CURRENT SURVEY CONTROL
 OC0110  ___________________________________________________________________
 OC0110* NAD 83(1986)-  43 39 07.     (N)    070 18 36.     (W)     SCALED    
 OC0110* NAVD 88     -        21.403  (meters)      70.22   (feet)  ADJUSTED  
 OC0110  ___________________________________________________________________
 OC0110  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 OC0110  DYNAMIC HT  -          21.400 (meters)      70.21  (feet)  COMP
 OC0110  MODELED GRAV-     980,497.0   (mgal)                       NAVD 88
 OC0110
 OC0110  VERT ORDER  -  FIRST     CLASS II
 OC0110
 OC0110.The horizontal coordinates were scaled from a topographic map and have
 OC0110.an estimated accuracy of +/- 6 seconds.
 OC0110
 OC0110.The orthometric height was determined by differential leveling
 OC0110.and adjusted by the National Geodetic Survey in June 1991..
 OC0110
 OC0110.The geoid height was determined by GEOID03.
 OC0110
 OC0110.The dynamic height is computed by dividing the NAVD 88
 OC0110.geopotential number by the normal gravity value computed on the
 OC0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0110.degrees latitude (g = 980.6199 gals.).
 OC0110
 OC0110.The modeled gravity was interpolated from observed gravity values.
 OC0110
 OC0110;                    North         East    Units  Estimated Accuracy
 OC0110;SPC ME W     -    90,950.      888,440.      MT  (+/- 180 meters Scaled)
 OC0110
 OC0110                          SUPERSEDED SURVEY CONTROL
 OC0110
 OC0110  NGVD 29 (??/??/92)   21.616  (m)           70.92   (f) ADJ UNCH    1 2
 OC0110
 OC0110.Superseded values are not recommended for survey control.
 OC0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0110.See file dsdata.txt to determine how the superseded data were derived.
 OC0110
 OC0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ943340(NAD 83)
 OC0110_MARKER: DB = BENCH MARK DISK
 OC0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OC0110_STAMPING: L-121 1955
 OC0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC0110+STABILITY: SURFACE MOTION
 OC0110
 OC0110  HISTORY     - Date     Condition        Report By
 OC0110  HISTORY     - 1955     MONUMENTED       CGS
 OC0110  HISTORY     - 1963     GOOD             NGS
 OC0110  HISTORY     - 1981     GOOD             USGS
 OC0110  HISTORY     - 19940617 MARK NOT FOUND   USPSQD
 OC0110
 OC0110                          STATION DESCRIPTION
 OC0110
 OC0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 OC0110'1 MI SW FROM PORTLAND.
 OC0110'1.75 MILES NORTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM
 OC0110'THE U.S. 1 BRIDGE OVER THE TRACK AND FORE RIVER AT PORTLAND,
 OC0110'CUMBERLAND COUNTY, THENCE 0.1 MILE SOUTHWEST ALONG FROST STREET,
 OC0110'THENCE 0.3 MILE SOUTHWEST ALONG CONGRESS STREET (STATE HIGHWAY
 OC0110'22), AND THENCE 0.5 MILE SOUTHEAST AND SOUTH ALONG STATE
 OC0110'HIGHWAY 9, ON THE WEST SIDE OF PORTLAND MUNICIPAL AIRPORT,
 OC0110'290 YARDS NORTH-NORTHWEST ALONG STATE HIGHWAY 9 FROM THE NORTHEND
 OC0110'OF THE ADMINISTRATION BUILDING, 128 FEET SOUTH-SOUTHEAST OF THE
 OC0110'CENTER OF THE JUNCTION OF THE HIGHWAY AND A DRIVE LEADING NORTH
 OC0110'TO THE HOUSE AT 1064 WESTBROOK STREET, 40 FEET EAST OF THE
 OC0110'CENTERLINE OF THE HIGHWAY, 46 FEET SW OF THE SW CORNER OF THE
 OC0110'MAINE AVIATION CORP. HANGAR.  AND SET IN THE TOP OF A CONCRETE
 OC0110'POST PROJECTING 2 INCHES ABOVE THE GROUND.
 OC0110
 OC0110                          STATION RECOVERY (1981)
 OC0110
 OC0110'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 OC0110'RECOVERED IN GOOD CONDITION.
 OC0110
 OC0110                          STATION RECOVERY (1994)
 OC0110
 OC0110'RECOVERY NOTE BY US POWER SQUADRON 1994
 OC0110'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0538 ***********************************************************************
 OC0538  DESIGNATION -  L 122
 OC0538  PID         -  OC0538
 OC0538  STATE/COUNTY-  ME/CUMBERLAND
 OC0538  USGS QUAD   -  STEEP FALLS (1983)
 OC0538
 OC0538                         *CURRENT SURVEY CONTROL
 OC0538  ___________________________________________________________________
 OC0538* NAD 83(1986)-  43 47 35.     (N)    070 39 06.     (W)     SCALED    
 OC0538* NAVD 88     -        92.183  (meters)     302.44   (feet)  ADJUSTED  
 OC0538  ___________________________________________________________________
 OC0538  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 OC0538  DYNAMIC HT  -          92.169 (meters)     302.39  (feet)  COMP
 OC0538  MODELED GRAV-     980,466.6   (mgal)                       NAVD 88
 OC0538
 OC0538  VERT ORDER  -  FIRST     CLASS II
 OC0538
 OC0538.The horizontal coordinates were scaled from a topographic map and have
 OC0538.an estimated accuracy of +/- 6 seconds.
 OC0538
 OC0538.The orthometric height was determined by differential leveling
 OC0538.and adjusted by the National Geodetic Survey in June 1991..
 OC0538
 OC0538.The geoid height was determined by GEOID03.
 OC0538
 OC0538.The dynamic height is computed by dividing the NAVD 88
 OC0538.geopotential number by the normal gravity value computed on the
 OC0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0538.degrees latitude (g = 980.6199 gals.).
 OC0538
 OC0538.The modeled gravity was interpolated from observed gravity values.
 OC0538
 OC0538;                    North         East    Units  Estimated Accuracy
 OC0538;SPC ME W     -   106,740.      860,970.      MT  (+/- 180 meters Scaled)
 OC0538
 OC0538                          SUPERSEDED SURVEY CONTROL
 OC0538
 OC0538  NGVD 29 (??/??/92)   92.366  (m)          303.04   (f) ADJ UNCH    1 2
 OC0538
 OC0538.Superseded values are not recommended for survey control.
 OC0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0538.See file dsdata.txt to determine how the superseded data were derived.
 OC0538
 OC0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ671502(NAD 83)
 OC0538_MARKER: DB = BENCH MARK DISK
 OC0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC0538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OC0538_STAMPING: L 122 1955
 OC0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC0538+STABILITY: SURFACE MOTION
 OC0538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OC0538+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2005
 OC0538
 OC0538  HISTORY     - Date     Condition        Report By
 OC0538  HISTORY     - 1955     MONUMENTED       CGS
 OC0538  HISTORY     - 1976     GOOD             NGS
 OC0538  HISTORY     - 20050618 GOOD             GEOCAC
 OC0538
 OC0538                          STATION DESCRIPTION
 OC0538
 OC0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 OC0538'AT STEEP FALLS.
 OC0538'AT STEEP FALLS, ALONG THE MAINE CENTRAL RAILROAD, ABOUT 0.35 MILE
 OC0538'EAST OF MILE POST P 25, 29 FEET SOUTH OF SOUTH RAIL, 106 FEET
 OC0538'SOUTHEAST AND ACROSS TRACKS FROM THE SOUTHEAST CORNER OF STATION,
 OC0538'188 FEET WEST OF CENTER OF CROSSING OF MAIN TRACK AND STATE
 OC0538'HIGHWAY 113, 1 FOOT NORTH OF A FENCE LINE, 4 1/2 FEET NORTHWEST
 OC0538'OF A POWER POLE WITH A BRANCH LINE SOUTH TO A HOUSE, 61 FEET
 OC0538'WEST-SOUTHWEST OF A SWITCH STAND AT THE WEST END OF A SIDING,
 OC0538'ABOUT LEVEL WITH TRACK AND SET IN THE TOP OF A CONCRETE POST
 OC0538'PROJECTING 3 INCHES.
 OC0538
 OC0538                          STATION RECOVERY (1976)
 OC0538
 OC0538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0538'RECOVERED IN GOOD CONDITION.
 OC0538
 OC0538                          STATION RECOVERY (2005)
 OC0538
 OC0538'RECOVERY NOTE BY GEOCACHING 2005 (JKS)
 OC0538'RECOVERED IN GOOD CONDITION AT THE DESCRIBED LOCATION. THE REFERENCED
 OC0538'FENCE AND TRAIN STATION ARE NO LONGER THERE, BUT ALL OTHER REFERENCES
 OC0538'ARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1451 ***********************************************************************
 PE1451  DESIGNATION -  L 128
 PE1451  PID         -  PE1451
 PE1451  STATE/COUNTY-  ME/SOMERSET
 PE1451  USGS QUAD   -  FAIRFIELD (1988)
 PE1451
 PE1451                         *CURRENT SURVEY CONTROL
 PE1451  ___________________________________________________________________
 PE1451* NAD 83(1986)-  44 34 54.     (N)    069 36 13.     (W)     SCALED    
 PE1451* NAVD 88     -        36.966  (meters)     121.28   (feet)  ADJUSTED  
 PE1451  ___________________________________________________________________
 PE1451  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 PE1451  DYNAMIC HT  -          36.964 (meters)     121.27  (feet)  COMP
 PE1451  MODELED GRAV-     980,564.2   (mgal)                       NAVD 88
 PE1451  OBS GRAVITY -     980,564.4   (mgal)                       GRAV_OBS
 PE1451
 PE1451  VERT ORDER  -  FIRST     CLASS I
 PE1451
 PE1451.The horizontal coordinates were scaled from a topographic map and have
 PE1451.an estimated accuracy of +/- 6 seconds.
 PE1451
 PE1451.The orthometric height was determined by differential leveling
 PE1451.and adjusted by the National Geodetic Survey in June 1991..
 PE1451.WARNING-Repeat measurements at this control monument indicate possible
 PE1451.vertical movement.
 PE1451
 PE1451.The geoid height was determined by GEOID03.
 PE1451
 PE1451.The dynamic height is computed by dividing the NAVD 88
 PE1451.geopotential number by the normal gravity value computed on the
 PE1451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1451.degrees latitude (g = 980.6199 gals.).
 PE1451
 PE1451.The modeled gravity was interpolated from observed gravity values.
 PE1451.The observed gravity was obtained from relative gravimeter ties
 PE1451.to the IGSN71 gravity network.
 PE1451
 PE1451;                    North         East    Units  Estimated Accuracy
 PE1451;SPC ME W     -   194,400.      944,720.      MT  (+/- 180 meters Scaled)
 PE1451
 PE1451                          SUPERSEDED SURVEY CONTROL
 PE1451
 PE1451  NGVD 29 (??/??/92)   37.166  (m)          121.94   (f) ADJ UNCH    1 1
 PE1451
 PE1451.Superseded values are not recommended for survey control.
 PE1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1451.See file dsdata.txt to determine how the superseded data were derived.
 PE1451
 PE1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK520366(NAD 83)
 PE1451_MARKER: DB = BENCH MARK DISK
 PE1451_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE1451_SP_SET: ABUTMENT
 PE1451_STAMPING: L 128 1958
 PE1451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE1451
 PE1451  HISTORY     - Date     Condition        Report By
 PE1451  HISTORY     - 1958     MONUMENTED       CGS
 PE1451  HISTORY     - 1966     GOOD             NGS
 PE1451  HISTORY     - 1975     GOOD             NGS
 PE1451  HISTORY     - 1978     GOOD             DOD
 PE1451
 PE1451                          STATION DESCRIPTION
 PE1451
 PE1451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE1451'AT FAIRFIELD.
 PE1451'AT FAIRFIELD, ABOUT 0.45 MILE SOUTHWEST ALONG U.S. HIGHWAY 201
 PE1451'FROM THE POST OFFICE, AT THE OVERPASS CROSSING OF THE MAINE
 PE1451'CENTRAL RAILROAD, IN THE TOP OF THE NORTHWEST END OF THE
 PE1451'NORTHEAST CONCRETE ABUTMENT, 9 FEET NORTHWEST OF THE NORTHWEST
 PE1451'RAIL OF THE MAIN TRACK, AND ABOUT 1 1/2 FEET BELOW THE LEVEL
 PE1451'OF THE TRACK.
 PE1451
 PE1451                          STATION RECOVERY (1975)
 PE1451
 PE1451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 PE1451'RECOVERED IN GOOD CONDITION.
 PE1451
 PE1451                          STATION RECOVERY (1978)
 PE1451
 PE1451'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE1451'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0672 ***********************************************************************
 PE0672  DESIGNATION -  L 129
 PE0672  PID         -  PE0672
 PE0672  STATE/COUNTY-  ME/KENNEBEC
 PE0672  USGS QUAD   -  BURNHAM (1982)
 PE0672
 PE0672                         *CURRENT SURVEY CONTROL
 PE0672  ___________________________________________________________________
 PE0672* NAD 83(1986)-  44 39 51.     (N)    069 27 23.     (W)     SCALED    
 PE0672* NAVD 88     -        41.418  (meters)     135.89   (feet)  ADJUSTED  
 PE0672  ___________________________________________________________________
 PE0672  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 PE0672  DYNAMIC HT  -          41.415 (meters)     135.88  (feet)  COMP
 PE0672  MODELED GRAV-     980,565.5   (mgal)                       NAVD 88
 PE0672  OBS GRAVITY -     980,566.9   (mgal)                       GRAV_OBS
 PE0672
 PE0672  VERT ORDER  -  FIRST     CLASS I
 PE0672
 PE0672.The horizontal coordinates were scaled from a topographic map and have
 PE0672.an estimated accuracy of +/- 6 seconds.
 PE0672
 PE0672.The orthometric height was determined by differential leveling
 PE0672.and adjusted by the National Geodetic Survey in June 1991..
 PE0672
 PE0672.The geoid height was determined by GEOID03.
 PE0672
 PE0672.The dynamic height is computed by dividing the NAVD 88
 PE0672.geopotential number by the normal gravity value computed on the
 PE0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0672.degrees latitude (g = 980.6199 gals.).
 PE0672
 PE0672.The modeled gravity was interpolated from observed gravity values.
 PE0672.The observed gravity was obtained from relative gravimeter ties
 PE0672.to the IGSN71 gravity network.
 PE0672
 PE0672;                    North         East    Units  Estimated Accuracy
 PE0672;SPC ME W     -   203,660.      956,330.      MT  (+/- 180 meters Scaled)
 PE0672
 PE0672                          SUPERSEDED SURVEY CONTROL
 PE0672
 PE0672  NGVD 29 (??/??/92)   41.621  (m)          136.55   (f) ADJ UNCH    1 1
 PE0672
 PE0672.Superseded values are not recommended for survey control.
 PE0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0672.See file dsdata.txt to determine how the superseded data were derived.
 PE0672
 PE0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK638457(NAD 83)
 PE0672_MARKER: DB = BENCH MARK DISK
 PE0672_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE0672_SP_SET: CULVERT
 PE0672_STAMPING: L 129 1958
 PE0672_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE0672
 PE0672  HISTORY     - Date     Condition        Report By
 PE0672  HISTORY     - 1958     MONUMENTED       CGS
 PE0672  HISTORY     - 1966     GOOD             NGS
 PE0672  HISTORY     - 1978     GOOD             DOD
 PE0672  HISTORY     - 1986     GOOD             USPSQD
 PE0672
 PE0672                          STATION DESCRIPTION
 PE0672
 PE0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0672'3.3 MI NE FROM CLINTON.
 PE0672'0.2 MILES SOUTH ALONG RAILROAD STREET FROM THE MAINE CENTRAL
 PE0672'RAILROAD STATION AT CLINTON, THENCE 3.1 MILES NORTHEAST ALONG
 PE0672'STATE HIGHWAY 11 AND 100, SET IN THE TOP OF THE SOUTHWEST END
 PE0672'OF THE NORTHWEST HEADWALL OF A 4-FOOT CONCRETE BOX CULVERT,
 PE0672'20.4 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 18 FEET
 PE0672'SOUTHWEST OF POWER POLE 136-107, ABOUT 2 FEET BELOW THE LEVEL
 PE0672'OF THE HIGHWAY.  NOTE-- THE MARK MAY BE REACHED FROM BURNHAM
 PE0672'JUNCTION BY GOING SOUTHWEST ALONG STATE HIGHWAY 100 AND 11 FOR
 PE0672'2.35 MILES FROM THE MAINE CENTRAL RAILROAD STATION.
 PE0672
 PE0672                          STATION RECOVERY (1966)
 PE0672
 PE0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 PE0672'RECOVERED IN GOOD CONDITION.
 PE0672
 PE0672                          STATION RECOVERY (1978)
 PE0672
 PE0672'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE0672'RECOVERED IN GOOD CONDITION.
 PE0672
 PE0672                          STATION RECOVERY (1986)
 PE0672
 PE0672'RECOVERY NOTE BY US POWER SQUADRON 1986 (ELG)
 PE0672'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0090 ***********************************************************************
 RE0090  DESIGNATION -  L 13
 RE0090  PID         -  RE0090
 RE0090  STATE/COUNTY-  ME/AROOSTOOK
 RE0090  USGS QUAD   -  FORT FAIRFIELD (1984)
 RE0090
 RE0090                         *CURRENT SURVEY CONTROL
 RE0090  ___________________________________________________________________
 RE0090* NAD 83(1986)-  46 50 24.     (N)    067 48 14.     (W)     SCALED    
 RE0090* NAVD 88     -       193.970  (meters)     636.38   (feet)  ADJUSTED  
 RE0090  ___________________________________________________________________
 RE0090  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 RE0090  DYNAMIC HT  -         193.992 (meters)     636.46  (feet)  COMP
 RE0090  MODELED GRAV-     980,720.6   (mgal)                       NAVD 88
 RE0090
 RE0090  VERT ORDER  -  SECOND    CLASS 0
 RE0090
 RE0090.The horizontal coordinates were scaled from a topographic map and have
 RE0090.an estimated accuracy of +/- 6 seconds.
 RE0090
 RE0090.The orthometric height was determined by differential leveling
 RE0090.and adjusted by the National Geodetic Survey in June 1991..
 RE0090
 RE0090.The geoid height was determined by GEOID03.
 RE0090
 RE0090.The dynamic height is computed by dividing the NAVD 88
 RE0090.geopotential number by the normal gravity value computed on the
 RE0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0090.degrees latitude (g = 980.6199 gals.).
 RE0090
 RE0090.The modeled gravity was interpolated from observed gravity values.
 RE0090
 RE0090;                    North         East    Units  Estimated Accuracy
 RE0090;SPC ME E     -   352,870.      353,100.      MT  (+/- 180 meters Scaled)
 RE0090
 RE0090                          SUPERSEDED SURVEY CONTROL
 RE0090
 RE0090  NGVD 29 (??/??/92)  194.186  (m)          637.09   (f) ADJ UNCH    2 0
 RE0090
 RE0090.Superseded values are not recommended for survey control.
 RE0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0090.See file dsdata.txt to determine how the superseded data were derived.
 RE0090
 RE0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM912880(NAD 83)
 RE0090_MARKER: DD = SURVEY DISK
 RE0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RE0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RE0090_STAMPING: L 13 1930
 RE0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RE0090+STABILITY: SURFACE MOTION
 RE0090
 RE0090  HISTORY     - Date     Condition        Report By
 RE0090  HISTORY     - 1930     MONUMENTED       USGS
 RE0090  HISTORY     - 1935     GOOD             NGS
 RE0090
 RE0090                          STATION DESCRIPTION
 RE0090
 RE0090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RE0090'5.5 MI N FROM FORT FAIRFIELD.
 RE0090'5.5 MILES NORTH ALONG STATE HIGHWAY 165 FROM THE POST OFFICE
 RE0090'AT FORT FAIRFIELD, AROOSTOOK COUNTY, AT BLAISDELL SCHOOL, 63
 RE0090'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE SCHOOLHOUSE,
 RE0090'45 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND 21 FEET
 RE0090'NORTHWEST OF POLE 214.  A UNITED STATES GEOLOGICAL SURVEY
 RE0090'STANDARD DISK, STAMPED L 13 1930 AND SET IN THE TOP OF A CONCRETE
 RE0090'POST PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0324 ***********************************************************************
 QG0324  DESIGNATION -  L 13
 QG0324  PID         -  QG0324
 QG0324  STATE/COUNTY-  ME/PISCATAQUIS
 QG0324  USGS QUAD   -  SEBOEIS LAKE (1988)
 QG0324
 QG0324                         *CURRENT SURVEY CONTROL
 QG0324  ___________________________________________________________________
 QG0324* NAD 83(1986)-  45 24 16.     (N)    068 59 14.     (W)     SCALED    
 QG0324* NAVD 88     -       144.960  (meters)     475.59   (feet)  ADJUSTED  
 QG0324  ___________________________________________________________________
 QG0324  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 QG0324  DYNAMIC HT  -         144.959 (meters)     475.59  (feet)  COMP
 QG0324  MODELED GRAV-     980,609.4   (mgal)                       NAVD 88
 QG0324
 QG0324  VERT ORDER  -  FIRST     CLASS II
 QG0324
 QG0324.The horizontal coordinates were scaled from a topographic map and have
 QG0324.an estimated accuracy of +/- 6 seconds.
 QG0324
 QG0324.The orthometric height was determined by differential leveling
 QG0324.and adjusted by the National Geodetic Survey in June 1991..
 QG0324
 QG0324.The geoid height was determined by GEOID03.
 QG0324
 QG0324.The dynamic height is computed by dividing the NAVD 88
 QG0324.geopotential number by the normal gravity value computed on the
 QG0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0324.degrees latitude (g = 980.6199 gals.).
 QG0324
 QG0324.The modeled gravity was interpolated from observed gravity values.
 QG0324
 QG0324;                    North         East    Units  Estimated Accuracy
 QG0324;SPC ME E     -   193,200.      261,860.      MT  (+/- 180 meters Scaled)
 QG0324
 QG0324                          SUPERSEDED SURVEY CONTROL
 QG0324
 QG0324.No superseded survey control is available for this station.
 QG0324
 QG0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL010278(NAD 83)
 QG0324_MARKER: DB = BENCH MARK DISK
 QG0324_SETTING: 80 = SET IN A BOULDER
 QG0324_SP_SET: BOULDER
 QG0324_STAMPING: 476.177 L 13 1927
 QG0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0324+STABILITY: SURFACE MOTION
 QG0324
 QG0324  HISTORY     - Date     Condition        Report By
 QG0324  HISTORY     - 1927     MONUMENTED       CGS
 QG0324  HISTORY     - 1953     GOOD             NGS
 QG0324
 QG0324                          STATION DESCRIPTION
 QG0324
 QG0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 QG0324'2.7 MI SW FROM SCHOODIC.
 QG0324'2.7 MILES SOUTHWEST ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 QG0324'THE STATION AT SCHOODIC, PISCATAQUIS COUNTY, 7 RAILS SOUTH OF
 QG0324'CULVERT 79.90, 19 FEET WEST OF THE WEST RAIL, IN THE TOP OF A
 QG0324'LARGE GRANITE BOULDER ABOUT 7 FEET IN DIAMETER AND PROJECTING
 QG0324'ABOUT 2 FEET ABOVE THE GROUND, AND ABOUT 1 FOOT LOWER THAN THE
 QG0324'TRACK.  A STANDARD DISK, STAMPED 476.177 L 13 1927.
 QG0324
 QG0324                          STATION RECOVERY (1953)
 QG0324
 QG0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 QG0324'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0756 ***********************************************************************
 PE0756  DESIGNATION -  L 130
 PE0756  PID         -  PE0756
 PE0756  STATE/COUNTY-  ME/PENOBSCOT
 PE0756  USGS QUAD   -  PLYMOUTH (1982)
 PE0756
 PE0756                         *CURRENT SURVEY CONTROL
 PE0756  ___________________________________________________________________
 PE0756* NAD 83(1986)-  44 46 00.     (N)    069 12 37.     (W)     SCALED    
 PE0756* NAVD 88     -        83.698  (meters)     274.60   (feet)  ADJUSTED  
 PE0756  ___________________________________________________________________
 PE0756  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 PE0756  DYNAMIC HT  -          83.694 (meters)     274.59  (feet)  COMP
 PE0756  MODELED GRAV-     980,564.0   (mgal)                       NAVD 88
 PE0756
 PE0756  VERT ORDER  -  SECOND    CLASS 0
 PE0756
 PE0756.The horizontal coordinates were scaled from a topographic map and have
 PE0756.an estimated accuracy of +/- 6 seconds.
 PE0756
 PE0756.The orthometric height was determined by differential leveling
 PE0756.and adjusted by the National Geodetic Survey in June 1991..
 PE0756
 PE0756.The geoid height was determined by GEOID03.
 PE0756
 PE0756.The dynamic height is computed by dividing the NAVD 88
 PE0756.geopotential number by the normal gravity value computed on the
 PE0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0756.degrees latitude (g = 980.6199 gals.).
 PE0756
 PE0756.The modeled gravity was interpolated from observed gravity values.
 PE0756
 PE0756;                    North         East    Units  Estimated Accuracy
 PE0756;SPC ME E     -   122,460.      243,780.      MT  (+/- 180 meters Scaled)
 PE0756
 PE0756                          SUPERSEDED SURVEY CONTROL
 PE0756
 PE0756  NGVD 29 (??/??/92)   83.916  (m)          275.31   (f) ADJ UNCH    2 0
 PE0756
 PE0756.Superseded values are not recommended for survey control.
 PE0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0756.See file dsdata.txt to determine how the superseded data were derived.
 PE0756
 PE0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK833570(NAD 83)
 PE0756_MARKER: DB = BENCH MARK DISK
 PE0756_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE0756_SP_SET: BRIDGE
 PE0756_STAMPING: L 130 1958
 PE0756_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0756
 PE0756  HISTORY     - Date     Condition        Report By
 PE0756  HISTORY     - 1958     MONUMENTED       CGS
 PE0756  HISTORY     - 1980     GOOD             USGS
 PE0756  HISTORY     - 1984     GOOD             USPSQD
 PE0756
 PE0756                          STATION DESCRIPTION
 PE0756
 PE0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0756'AT PLYMOUTH.
 PE0756'AT PLYMOUTH, ABOUT 0.05 MILES WEST ALONG BLACKTOP ROAD FROM THE
 PE0756'PLYMOUTH GRANGE HALL, ABOUT 65 YARDS WEST OF THE CENTER LINE OF
 PE0756'STATE HIGHWAY 7, SET IN THE TOP OF THE SOUTHWEST END OF THE
 PE0756'WINGWALL AT THE NORTHEAST CORNER OF A 42-FOOT CONCRETE BRIDGE,
 PE0756'ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE BLACKTOP ROAD.
 PE0756
 PE0756                          STATION RECOVERY (1980)
 PE0756
 PE0756'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 PE0756'RECOVERED IN GOOD CONDITION.
 PE0756
 PE0756                          STATION RECOVERY (1984)
 PE0756
 PE0756'RECOVERY NOTE BY US POWER SQUADRON 1984
 PE0756'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0637 ***********************************************************************
 PE0637  DESIGNATION -  L 131 RESET 1962
 PE0637  PID         -  PE0637
 PE0637  STATE/COUNTY-  ME/PENOBSCOT
 PE0637  USGS QUAD   -  HERMON (1978)
 PE0637
 PE0637                         *CURRENT SURVEY CONTROL
 PE0637  ___________________________________________________________________
 PE0637* NAD 83(1986)-  44 45 31.     (N)    068 57 54.     (W)     SCALED    
 PE0637* NAVD 88     -        48.28   (meters)     158.4    (feet)  RESET     
 PE0637  ___________________________________________________________________
 PE0637  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 PE0637
 PE0637  VERT ORDER  -  THIRD
 PE0637
 PE0637.The horizontal coordinates were scaled from a topographic map and have
 PE0637.an estimated accuracy of +/- 6 seconds.
 PE0637
 PE0637.The orthometric height was computed from unverified reset data.
 PE0637
 PE0637.The geoid height was determined by GEOID03.
 PE0637
 PE0637;                    North         East    Units  Estimated Accuracy
 PE0637;SPC ME E     -   121,430.      263,190.      MT  (+/- 180 meters Scaled)
 PE0637
 PE0637                          SUPERSEDED SURVEY CONTROL
 PE0637
 PE0637  NGVD 29 (??/??/??)   48.50   (m)          159.1    (f) RESET       3  
 PE0637
 PE0637.Superseded values are not recommended for survey control.
 PE0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0637.See file dsdata.txt to determine how the superseded data were derived.
 PE0637
 PE0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK027561(NAD 83)
 PE0637_MARKER: DB = BENCH MARK DISK
 PE0637_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE0637_SP_SET: CURB
 PE0637_STAMPING: L 131 RESET 1962
 PE0637_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE0637
 PE0637  HISTORY     - Date     Condition        Report By
 PE0637  HISTORY     - 1962     MONUMENTED       MEHD
 PE0637
 PE0637                          STATION DESCRIPTION
 PE0637
 PE0637'DESCRIBED BY MAINE HIGHWAY DEPARTMENT (NOW MEDT) 1962
 PE0637'5.4 MI SE FROM CARMEL.
 PE0637'3.85 MILES SOUTHEAST ALONG BLACKTOP ROAD FROM THE POST OFFICE
 PE0637'AT CARMEL, THENCE 1.0 MILES SOUTHEAST ALONG A GRAVEL ROAD TO A
 PE0637'CROSS ROAD, THENCE 0.6 MILES SOUTHEAST ALONG BLACKTOP ROAD, AT
 PE0637'THE CENTER OF TRIANGLE OF THE JUNCTION OF GRAVEL ROAD SOUTHWEST,
 PE0637'ABOUT 83 YARDS NORTHWEST OF THE HAMPDEN TOWN LINE MARKER, 19
 PE0637'FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 5 FEET SOUTHEAST
 PE0637'OF POWER POLE 57-14-572, 57 FEET SOUTH OF THE CENTERLINE OF THE
 PE0637'JUNCTION OF THE NORTHWEST LEG, 49 FEET WEST-NORTHWEST OF THE
 PE0637'CENTERLINE OF THE JUNCTION OF THE SOUTHEAST LEG, 5 FEET SOUTHEAST
 PE0637'OF A METAL WITNESS POST, AND SET IN THE SOUTHWEST ABUTMENT OF
 PE0637'CONCRETE SIDEWALK CURB.  NOTE-- THIS MARK IS ABOUT 46 FEET PLUS OR
 PE0637'MINUS, N. 51 DEG 20 MIN W. OF THE ORIGINAL LOCATION.  ALSO, THIS MARK
 PE0637'MAY BE REACHED FROM NORTHERN MAINE JUNCTION BY GOING WEST ALONG THE
 PE0637'MAINE CENTRAL RAILROAD FOR 1.8 MILES FROM THE STATION, THENCE
 PE0637'3.95 MILES SOUTHWEST ALONG A BLACKTOP AND GRAVEL ROAD, THENCE
 PE0637'0.05 MILES NORTHWEST ALONG A BLACKTOP ROAD, AND SET IN SW ABUTMENT
 PE0637'OF CONCRETE SIDEWALK CURB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0468 ***********************************************************************
 PE0468  DESIGNATION -  L 132
 PE0468  PID         -  PE0468
 PE0468  STATE/COUNTY-  ME/PENOBSCOT
 PE0468  USGS QUAD   -  BANGOR (1991)
 PE0468
 PE0468                         *CURRENT SURVEY CONTROL
 PE0468  ___________________________________________________________________
 PE0468* NAD 83(1986)-  44 47 11.     (N)    068 49 49.     (W)     SCALED    
 PE0468* NAVD 88     -        44.219  (meters)     145.08   (feet)  ADJUSTED  
 PE0468  ___________________________________________________________________
 PE0468  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 PE0468  DYNAMIC HT  -          44.217 (meters)     145.07  (feet)  COMP
 PE0468  MODELED GRAV-     980,577.8   (mgal)                       NAVD 88
 PE0468  OBS GRAVITY -     980,574.9   (mgal)                       GRAV_OBS
 PE0468
 PE0468  VERT ORDER  -  FIRST     CLASS I
 PE0468
 PE0468.The horizontal coordinates were scaled from a topographic map and have
 PE0468.an estimated accuracy of +/- 6 seconds.
 PE0468
 PE0468.The orthometric height was determined by differential leveling
 PE0468.and adjusted by the National Geodetic Survey in June 1991..
 PE0468
 PE0468.The geoid height was determined by GEOID03.
 PE0468
 PE0468.The dynamic height is computed by dividing the NAVD 88
 PE0468.geopotential number by the normal gravity value computed on the
 PE0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0468.degrees latitude (g = 980.6199 gals.).
 PE0468
 PE0468.The modeled gravity was interpolated from observed gravity values.
 PE0468.The observed gravity was obtained from relative gravimeter ties
 PE0468.to the IGSN71 gravity network.
 PE0468
 PE0468;                    North         East    Units  Estimated Accuracy
 PE0468;SPC ME E     -   124,460.      273,870.      MT  (+/- 180 meters Scaled)
 PE0468
 PE0468                          SUPERSEDED SURVEY CONTROL
 PE0468
 PE0468  NGVD 29 (??/??/92)   44.428  (m)          145.76   (f) ADJ UNCH    1 1
 PE0468
 PE0468.Superseded values are not recommended for survey control.
 PE0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0468.See file dsdata.txt to determine how the superseded data were derived.
 PE0468
 PE0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK134592(NAD 83)
 PE0468_MARKER: DB = BENCH MARK DISK
 PE0468_SETTING: 66 = SET IN ROCK OUTCROP
 PE0468_SP_SET: ROCK OUTCROP
 PE0468_STAMPING: L 132 1958
 PE0468_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0468+STABILITY: POSITION/ELEVATION WELL
 PE0468
 PE0468  HISTORY     - Date     Condition        Report By
 PE0468  HISTORY     - 1958     MONUMENTED       CGS
 PE0468  HISTORY     - 1966     GOOD             NGS
 PE0468  HISTORY     - 1978     GOOD             DMA
 PE0468  HISTORY     - 1985     GOOD             USPSQD
 PE0468  HISTORY     - 1988     GOOD             USPSQD
 PE0468
 PE0468                          STATION DESCRIPTION
 PE0468
 PE0468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0468'4 MI W FROM BANGOR.
 PE0468'4.0 MILES WEST ALONG THE MAINE CENTRAL RAILROAD FROM THE UNION
 PE0468'STREET BRIDGE OVER THE PENOBSCOT RIVER AT BANGOR, ABOUT 0.25
 PE0468'MILE WEST OF MILEPOST P133/V118, 7 RAILS WEST OF THE JUNCTION
 PE0468'OF A SPUR TRACK LEADING NORTHWEST, IN THE TOP OF A ROCK THAT
 PE0468'THE EXPOSED PORTION IS ABOUT 1 1/2-BY-7-FOOT AND IS PART OF A MOUND
 PE0468'OF DIRT, 75.0 FEET NORTH AND ACROSS A SPUR TRACK FROM THE NORTH
 PE0468'RAIL OF THE MAIN TRACK, 34.0 FEET NORTHEAST OF THE NORTHEAST
 PE0468'RAIL OF A SPUR TRACK, 13 1/2 FEET NORTH OF A 30-INCH PINE TREE,
 PE0468'AND ABOUT LEVEL WITH THE TRACK.
 PE0468
 PE0468                          STATION RECOVERY (1978)
 PE0468
 PE0468'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PE0468'RECOVERED IN GOOD CONDITION.
 PE0468
 PE0468                          STATION RECOVERY (1985)
 PE0468
 PE0468'RECOVERY NOTE BY US POWER SQUADRON 1985
 PE0468'THE BIG PINE TREE IS NOW DEAD.
 PE0468
 PE0468                          STATION RECOVERY (1988)
 PE0468
 PE0468'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE0468'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0297 ***********************************************************************
 QG0297  DESIGNATION -  L 136
 QG0297  PID         -  QG0297
 QG0297  STATE/COUNTY-  ME/PENOBSCOT
 QG0297  USGS QUAD   -  NINE MEADOW RIDGE (1988)
 QG0297
 QG0297                         *CURRENT SURVEY CONTROL
 QG0297  ___________________________________________________________________
 QG0297* NAD 83(1986)-  45 25 47.     (N)    068 35 44.     (W)     SCALED    
 QG0297* NAVD 88     -       108.943  (meters)     357.42   (feet)  ADJUSTED  
 QG0297  ___________________________________________________________________
 QG0297  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 QG0297  DYNAMIC HT  -         108.944 (meters)     357.43  (feet)  COMP
 QG0297  MODELED GRAV-     980,622.2   (mgal)                       NAVD 88
 QG0297
 QG0297  VERT ORDER  -  SECOND    CLASS 0
 QG0297
 QG0297.The horizontal coordinates were scaled from a topographic map and have
 QG0297.an estimated accuracy of +/- 6 seconds.
 QG0297
 QG0297.The orthometric height was determined by differential leveling
 QG0297.and adjusted by the National Geodetic Survey in June 1991..
 QG0297
 QG0297.The geoid height was determined by GEOID03.
 QG0297
 QG0297.The dynamic height is computed by dividing the NAVD 88
 QG0297.geopotential number by the normal gravity value computed on the
 QG0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0297.degrees latitude (g = 980.6199 gals.).
 QG0297
 QG0297.The modeled gravity was interpolated from observed gravity values.
 QG0297
 QG0297;                    North         East    Units  Estimated Accuracy
 QG0297;SPC ME E     -   195,900.      292,520.      MT  (+/- 180 meters Scaled)
 QG0297
 QG0297                          SUPERSEDED SURVEY CONTROL
 QG0297
 QG0297  NGVD 29 (??/??/92)  109.123  (m)          358.01   (f) ADJ UNCH    2 0
 QG0297
 QG0297.Superseded values are not recommended for survey control.
 QG0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0297.See file dsdata.txt to determine how the superseded data were derived.
 QG0297
 QG0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL316307(NAD 83)
 QG0297_MARKER: DB = BENCH MARK DISK
 QG0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0297_STAMPING: L 136 1959
 QG0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0297+STABILITY: SURFACE MOTION
 QG0297
 QG0297  HISTORY     - Date     Condition        Report By
 QG0297  HISTORY     - 1959     MONUMENTED       CGS
 QG0297  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QG0297
 QG0297                          STATION DESCRIPTION
 QG0297
 QG0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QG0297'17.2 MI NE FROM HOWLAND.
 QG0297'11.1 MILES NORTHEAST ALONG STATE HIGHWAY 116 FROM THE NORTH END
 QG0297'OF THE LARGE STATE HIGHWAY 116 BRIDGE OVER THE PISCATAQUIS RIVER
 QG0297'AT HOWLAND, THENCE 6.1 MILES NORTHWEST ALONG A GRAVELED ROAD,
 QG0297'ABOUT 0.7 MILE NORTH OF A LOGGING CAMP, 0.6 MILE NORTH OF A
 QG0297'Y JUNCTION, 22 1/2 FEET EAST-SOUTHEAST OF THE CENTER LINE OF THE
 QG0297'ROAD, 28 1/2 FEET NORTHEAST OF A 10-INCH MAPLE TREE WITH A
 QG0297'PAINTED SLASH, 1.9 FEET NORTHWEST OF A METAL WITNESS POST, 1
 QG0297'FOOT ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A
 QG0297'CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND.
 QG0297
 QG0297                          STATION RECOVERY (1985)
 QG0297
 QG0297'RECOVERY NOTE BY US POWER SQUADRON 1985 (LR)
 QG0297'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0311 ***********************************************************************
 QG0311  DESIGNATION -  L 137
 QG0311  PID         -  QG0311
 QG0311  STATE/COUNTY-  ME/PENOBSCOT
 QG0311  USGS QUAD   -  NINE MEADOW RIDGE (1988)
 QG0311
 QG0311                         *CURRENT SURVEY CONTROL
 QG0311  ___________________________________________________________________
 QG0311* NAD 83(1986)-  45 26 35.     (N)    068 32 03.     (W)     SCALED    
 QG0311* NAVD 88     -        84.344  (meters)     276.72   (feet)  ADJUSTED  
 QG0311  ___________________________________________________________________
 QG0311  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 QG0311  DYNAMIC HT  -          84.344 (meters)     276.72  (feet)  COMP
 QG0311  MODELED GRAV-     980,614.9   (mgal)                       NAVD 88
 QG0311
 QG0311  VERT ORDER  -  SECOND    CLASS 0
 QG0311
 QG0311.The horizontal coordinates were scaled from a topographic map and have
 QG0311.an estimated accuracy of +/- 6 seconds.
 QG0311
 QG0311.The orthometric height was determined by differential leveling
 QG0311.and adjusted by the National Geodetic Survey in June 1991..
 QG0311
 QG0311.The geoid height was determined by GEOID03.
 QG0311
 QG0311.The dynamic height is computed by dividing the NAVD 88
 QG0311.geopotential number by the normal gravity value computed on the
 QG0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0311.degrees latitude (g = 980.6199 gals.).
 QG0311
 QG0311.The modeled gravity was interpolated from observed gravity values.
 QG0311
 QG0311;                    North         East    Units  Estimated Accuracy
 QG0311;SPC ME E     -   197,380.      297,330.      MT  (+/- 180 meters Scaled)
 QG0311
 QG0311                          SUPERSEDED SURVEY CONTROL
 QG0311
 QG0311  NGVD 29 (??/??/92)   84.525  (m)          277.31   (f) ADJ UNCH    2 0
 QG0311
 QG0311.Superseded values are not recommended for survey control.
 QG0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0311.See file dsdata.txt to determine how the superseded data were derived.
 QG0311
 QG0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL364322(NAD 83)
 QG0311_MARKER: DB = BENCH MARK DISK
 QG0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0311_STAMPING: L 137 1959
 QG0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0311+STABILITY: SURFACE MOTION
 QG0311
 QG0311  HISTORY     - Date     Condition        Report By
 QG0311  HISTORY     - 1959     MONUMENTED       CGS
 QG0311  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QG0311
 QG0311                          STATION DESCRIPTION
 QG0311
 QG0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QG0311'13 MI NW FROM LINCOLN.
 QG0311'5.7 MILES NORTH ALONG U.S. HIGHWAY 2 FROM THE POST OFFICE AT
 QG0311'LINCOLN, THENCE 0.45 MILE WEST ALONG AN ASPHALT ROAD, THENCE 2.95
 QG0311'MILES SOUTH ALONG AN ASPHALT ROAD AND STATE HIGHWAY 116, THENCE
 QG0311'3.95 MILES NORTHWESTERLY ALONG THE MAIN TRAVELED GRAVEL ROAD,
 QG0311'1.0 MILE NORTH OF THE CROSSING OF THE CANADIAN PACIFIC RAILROAD,
 QG0311'NEAR THE T JUNCTION OF A WOODS ROAD, 49 FEET SOUTH OF THE
 QG0311'CENTER LINE OF THE WOODS ROAD, 14 1/2 FEET WEST OF THE CENTER
 QG0311'LINE OF THE MAIN ROAD, 2 FEET SOUTH OF A METAL WITNESS POST, 1
 QG0311'FOOT ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP OF A CONCRETE
 QG0311'POST PROJECTING 3 INCHES ABOVE THE GROUND.
 QG0311
 QG0311                          STATION RECOVERY (1985)
 QG0311
 QG0311'RECOVERY NOTE BY US POWER SQUADRON 1985 (LCR)
 QG0311'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0126 ***********************************************************************
 QG0126  DESIGNATION -  L 138
 QG0126  PID         -  QG0126
 QG0126  STATE/COUNTY-  ME/AROOSTOOK
 QG0126  USGS QUAD   -  BENEDICTA (1989)
 QG0126
 QG0126                         *CURRENT SURVEY CONTROL
 QG0126  ___________________________________________________________________
 QG0126* NAD 83(1986)-  45 46 49.     (N)    068 25 41.     (W)     SCALED    
 QG0126* NAVD 88     -       216.792  (meters)     711.26   (feet)  ADJUSTED  
 QG0126  ___________________________________________________________________
 QG0126  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 QG0126  DYNAMIC HT  -         216.798 (meters)     711.28  (feet)  COMP
 QG0126  MODELED GRAV-     980,637.9   (mgal)                       NAVD 88
 QG0126
 QG0126  VERT ORDER  -  SECOND    CLASS 0
 QG0126
 QG0126.The horizontal coordinates were scaled from a topographic map and have
 QG0126.an estimated accuracy of +/- 6 seconds.
 QG0126
 QG0126.The orthometric height was determined by differential leveling
 QG0126.and adjusted by the National Geodetic Survey in June 1991..
 QG0126
 QG0126.The geoid height was determined by GEOID03.
 QG0126
 QG0126.The dynamic height is computed by dividing the NAVD 88
 QG0126.geopotential number by the normal gravity value computed on the
 QG0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0126.degrees latitude (g = 980.6199 gals.).
 QG0126
 QG0126.The modeled gravity was interpolated from observed gravity values.
 QG0126
 QG0126;                    North         East    Units  Estimated Accuracy
 QG0126;SPC ME E     -   234,860.      305,600.      MT  (+/- 180 meters Scaled)
 QG0126
 QG0126                          SUPERSEDED SURVEY CONTROL
 QG0126
 QG0126  NGVD 29 (??/??/92)  216.975  (m)          711.86   (f) ADJ UNCH    2 0
 QG0126
 QG0126.Superseded values are not recommended for survey control.
 QG0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0126.See file dsdata.txt to determine how the superseded data were derived.
 QG0126
 QG0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL444697(NAD 83)
 QG0126_MARKER: DB = BENCH MARK DISK
 QG0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0126_STAMPING: L 138 1959
 QG0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0126+STABILITY: SURFACE MOTION
 QG0126
 QG0126  HISTORY     - Date     Condition        Report By
 QG0126  HISTORY     - 1959     MONUMENTED       CGS
 QG0126  HISTORY     - 1985     POOR             USPSQD
 QG0126
 QG0126                          STATION DESCRIPTION
 QG0126
 QG0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QG0126'2.3 MI SW FROM BENEDICTA.
 QG0126'1.6 MILES SOUTH ALONG AN ASPHALT ROAD FROM THE POST OFFICE AT
 QG0126'BENEDICTA, THENCE 0.7 MILE WEST ALONG A GRAVEL ROAD, NEAR THE
 QG0126'PENOBSCOT-AROOSTOOK COUNTY LINE, 101 FEET SOUTHEAST OF THE
 QG0126'SOUTHEAST CORNER OF A MR. RUSH RESIDENT, 19 FEET SOUTH OF THE
 QG0126'CENTER LINE OF ROAD, 5 FEET SOUTH OF TELEPHONE POLE NO. 253,
 QG0126'4.7 FEET NORTH OF A POWER LINE POLE, 2.8 FEET NORTHEAST OF A
 QG0126'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP
 QG0126'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND.
 QG0126
 QG0126                          STATION RECOVERY (1985)
 QG0126
 QG0126'RECOVERY NOTE BY US POWER SQUADRON 1985 (BRP)
 QG0126'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0124 ***********************************************************************
 RF0124  DESIGNATION -  L 139
 RF0124  PID         -  RF0124
 RF0124  STATE/COUNTY-  ME/AROOSTOOK
 RF0124  USGS QUAD   -  ISLAND FALLS (1986)
 RF0124
 RF0124                         *CURRENT SURVEY CONTROL
 RF0124  ___________________________________________________________________
 RF0124* NAD 83(1986)-  46 02 18.     (N)    068 15 10.     (W)     SCALED    
 RF0124* NAVD 88     -       144.290  (meters)     473.39   (feet)  ADJUSTED  
 RF0124  ___________________________________________________________________
 RF0124  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 RF0124  DYNAMIC HT  -         144.295 (meters)     473.41  (feet)  COMP
 RF0124  MODELED GRAV-     980,653.7   (mgal)                       NAVD 88
 RF0124
 RF0124  VERT ORDER  -  SECOND    CLASS 0
 RF0124
 RF0124.The horizontal coordinates were scaled from a topographic map and have
 RF0124.an estimated accuracy of +/- 6 seconds.
 RF0124
 RF0124.The orthometric height was determined by differential leveling
 RF0124.and adjusted by the National Geodetic Survey in June 1991..
 RF0124
 RF0124.The geoid height was determined by GEOID03.
 RF0124
 RF0124.The dynamic height is computed by dividing the NAVD 88
 RF0124.geopotential number by the normal gravity value computed on the
 RF0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0124.degrees latitude (g = 980.6199 gals.).
 RF0124
 RF0124.The modeled gravity was interpolated from observed gravity values.
 RF0124
 RF0124;                    North         East    Units  Estimated Accuracy
 RF0124;SPC ME E     -   263,560.      319,140.      MT  (+/- 180 meters Scaled)
 RF0124
 RF0124                          SUPERSEDED SURVEY CONTROL
 RF0124
 RF0124  NGVD 29 (??/??/92)  144.460  (m)          473.95   (f) ADJ UNCH    2 0
 RF0124
 RF0124.Superseded values are not recommended for survey control.
 RF0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0124.See file dsdata.txt to determine how the superseded data were derived.
 RF0124
 RF0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL578985(NAD 83)
 RF0124_MARKER: DB = BENCH MARK DISK
 RF0124_SETTING: 66 = SET IN ROCK OUTCROP
 RF0124_SP_SET: ROCK CUT
 RF0124_STAMPING: L 139 1959
 RF0124_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0124+STABILITY: POSITION/ELEVATION WELL
 RF0124
 RF0124  HISTORY     - Date     Condition        Report By
 RF0124  HISTORY     - 1959     MONUMENTED       CGS
 RF0124
 RF0124                          STATION DESCRIPTION
 RF0124
 RF0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RF0124'1.9 MI NE FROM ISLAND FALLS.
 RF0124'1.9 MILES NORTHEAST ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 RF0124'THE RAILROAD DEPOT AT ISLAND FALLS, ON TOP OF A 5 BY 8 FOOT HIGH
 RF0124'ROCK CUT, 37 RAILS WEST OF MILE POST NO. 142, 10.3 FEET NORTH OF NORTH
 RF0124'RAIL, 124 FEET SOUTHWEST OF AND ACROSS TRACK FROM A TELEPHONE
 RF0124'POLE WITH 3 YELLOW PAINTED STRIPS, 1 1/2 FEET ABOVE THE LEVEL
 RF0124'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0094 ***********************************************************************
 RE0094  DESIGNATION -  L 14
 RE0094  PID         -  RE0094
 RE0094  STATE/COUNTY-  ME/AROOSTOOK
 RE0094  USGS QUAD   -  FORT FAIRFIELD (1984)
 RE0094
 RE0094                         *CURRENT SURVEY CONTROL
 RE0094  ___________________________________________________________________
 RE0094* NAD 83(1986)-  46 48 25.     (N)    067 49 11.     (W)     SCALED    
 RE0094* NAVD 88     -       171.960  (meters)     564.17   (feet)  ADJUSTED  
 RE0094  ___________________________________________________________________
 RE0094  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 RE0094  DYNAMIC HT  -         171.979 (meters)     564.23  (feet)  COMP
 RE0094  MODELED GRAV-     980,720.2   (mgal)                       NAVD 88
 RE0094
 RE0094  VERT ORDER  -  SECOND    CLASS 0
 RE0094
 RE0094.The horizontal coordinates were scaled from a topographic map and have
 RE0094.an estimated accuracy of +/- 6 seconds.
 RE0094
 RE0094.The orthometric height was determined by differential leveling
 RE0094.and adjusted by the National Geodetic Survey in June 1991..
 RE0094
 RE0094.The geoid height was determined by GEOID03.
 RE0094
 RE0094.The dynamic height is computed by dividing the NAVD 88
 RE0094.geopotential number by the normal gravity value computed on the
 RE0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0094.degrees latitude (g = 980.6199 gals.).
 RE0094
 RE0094.The modeled gravity was interpolated from observed gravity values.
 RE0094
 RE0094;                    North         East    Units  Estimated Accuracy
 RE0094;SPC ME E     -   349,190.      351,920.      MT  (+/- 180 meters Scaled)
 RE0094
 RE0094                          SUPERSEDED SURVEY CONTROL
 RE0094
 RE0094  NGVD 29 (??/??/92)  172.182  (m)          564.90   (f) ADJ UNCH    2 0
 RE0094
 RE0094.Superseded values are not recommended for survey control.
 RE0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0094.See file dsdata.txt to determine how the superseded data were derived.
 RE0094
 RE0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM900843(NAD 83)
 RE0094_MARKER: DD = SURVEY DISK
 RE0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RE0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RE0094_STAMPING: L 14 1930
 RE0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RE0094+STABILITY: SURFACE MOTION
 RE0094
 RE0094  HISTORY     - Date     Condition        Report By
 RE0094  HISTORY     - 1930     MONUMENTED       USGS
 RE0094  HISTORY     - 1935     GOOD             NGS
 RE0094
 RE0094                          STATION DESCRIPTION
 RE0094
 RE0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RE0094'2.8 MI N FROM FORT FAIRFIELD.
 RE0094'2.8 MILES NORTH ALONG STATE HIGHWAY 165 FROM THE POST OFFICE
 RE0094'AT FORT FAIRFIELD, AROOSTOOK COUNTY, AT RIDGE SCHOOL, 100
 RE0094'FEET WEST OF THE CENTER LINE OF THE HIGHWAY AND 15 FEET
 RE0094'NORTHEAST OF THE NORTHEAST CORNER OF THE SCHOOLHOUSE.  A
 RE0094'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 RE0094'L 14 1930 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 RE0094'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0719 ***********************************************************************
 PE0719  DESIGNATION -  L 14
 PE0719  PID         -  PE0719
 PE0719  STATE/COUNTY-  ME/PENOBSCOT
 PE0719  USGS QUAD   -  NEWPORT (1982)
 PE0719
 PE0719                         *CURRENT SURVEY CONTROL
 PE0719  ___________________________________________________________________
 PE0719* NAD 83(1986)-  44 49 55.     (N)    069 16 37.     (W)     SCALED    
 PE0719* NAVD 88     -        61.215  (meters)     200.84   (feet)  ADJUSTED  
 PE0719  ___________________________________________________________________
 PE0719  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 PE0719  DYNAMIC HT  -          61.212 (meters)     200.83  (feet)  COMP
 PE0719  MODELED GRAV-     980,576.3   (mgal)                       NAVD 88
 PE0719  OBS GRAVITY -     980,576.4   (mgal)                       GRAV_OBS
 PE0719
 PE0719  VERT ORDER  -  FIRST     CLASS I
 PE0719
 PE0719.The horizontal coordinates were scaled from a topographic map and have
 PE0719.an estimated accuracy of +/- 6 seconds.
 PE0719
 PE0719.The orthometric height was determined by differential leveling
 PE0719.and adjusted by the National Geodetic Survey in June 1991..
 PE0719.WARNING-Repeat measurements at this control monument indicate possible
 PE0719.vertical movement.
 PE0719
 PE0719.The geoid height was determined by GEOID03.
 PE0719
 PE0719.The dynamic height is computed by dividing the NAVD 88
 PE0719.geopotential number by the normal gravity value computed on the
 PE0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0719.degrees latitude (g = 980.6199 gals.).
 PE0719
 PE0719.The modeled gravity was interpolated from observed gravity values.
 PE0719.The observed gravity was obtained from relative gravimeter ties
 PE0719.to the IGSN71 gravity network.
 PE0719
 PE0719;                    North         East    Units  Estimated Accuracy
 PE0719;SPC ME E     -   129,760.      238,570.      MT  (+/- 180 meters Scaled)
 PE0719
 PE0719                          SUPERSEDED SURVEY CONTROL
 PE0719
 PE0719  NGVD 29 (??/??/92)   61.437  (m)          201.56   (f) ADJ UNCH    1 1
 PE0719
 PE0719.Superseded values are not recommended for survey control.
 PE0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0719.See file dsdata.txt to determine how the superseded data were derived.
 PE0719
 PE0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK781643(NAD 83)
 PE0719_MARKER: DB = BENCH MARK DISK
 PE0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0719_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0719_STAMPING: L 14 1927 201.633
 PE0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0719+STABILITY: SURFACE MOTION
 PE0719
 PE0719  HISTORY     - Date     Condition        Report By
 PE0719  HISTORY     - 1927     MONUMENTED       CGS
 PE0719  HISTORY     - 1966     GOOD             NGS
 PE0719  HISTORY     - 1978     GOOD             DOD
 PE0719  HISTORY     - 1989     GOOD             USPSQD
 PE0719
 PE0719                          STATION DESCRIPTION
 PE0719
 PE0719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0719'AT NEWPORT.
 PE0719'AT NEWPORT, ABOUT 0.2 MILE WEST ALONG THE MAINE CENTRAL RAILROAD
 PE0719'FROM THE STATION, 84 FEET SOUTHWEST OF THE CENTER OF THE CROSSING
 PE0719'OF SPRING STREET, 39.1 FEET SOUTH OF AND ACROSS TWO SIDETRACKS
 PE0719'FROM THE SOUTH RAIL OF THE MAIN TRACK, 33 FEET NORTHWEST OF THE
 PE0719'CENTER LINE OF SPRING STREET, 8 FEET SOUTHWEST OF THE SOUTHWEST
 PE0719'CORNER OF A SIGNAL CONTROL BOX, 1 1/2 FEET NORTHWEST OF A
 PE0719'TELEPHONE POLE, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK
 PE0719'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT.
 PE0719
 PE0719                          STATION RECOVERY (1978)
 PE0719
 PE0719'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE0719'RECOVERED IN GOOD CONDITION.
 PE0719
 PE0719                          STATION RECOVERY (1989)
 PE0719
 PE0719'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELG)
 PE0719'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0267 ***********************************************************************
 PE0267  DESIGNATION -  L 144
 PE0267  PID         -  PE0267
 PE0267  STATE/COUNTY-  ME/HANCOCK
 PE0267  USGS QUAD   -  SALSBURY COVE (1981)
 PE0267
 PE0267                         *CURRENT SURVEY CONTROL
 PE0267  ___________________________________________________________________
 PE0267* NAD 83(1986)-  44 25 43.     (N)    068 22 00.     (W)     SCALED    
 PE0267* NAVD 88     -        11.423  (meters)      37.48   (feet)  ADJUSTED  
 PE0267  ___________________________________________________________________
 PE0267  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 PE0267  DYNAMIC HT  -          11.422 (meters)      37.47  (feet)  COMP
 PE0267  MODELED GRAV-     980,567.5   (mgal)                       NAVD 88
 PE0267
 PE0267  VERT ORDER  -  SECOND    CLASS 0
 PE0267
 PE0267.The horizontal coordinates were scaled from a topographic map and have
 PE0267.an estimated accuracy of +/- 6 seconds.
 PE0267
 PE0267.The orthometric height was determined by differential leveling
 PE0267.and adjusted by the National Geodetic Survey in June 1991..
 PE0267
 PE0267.The geoid height was determined by GEOID03.
 PE0267
 PE0267.The dynamic height is computed by dividing the NAVD 88
 PE0267.geopotential number by the normal gravity value computed on the
 PE0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0267.degrees latitude (g = 980.6199 gals.).
 PE0267
 PE0267.The modeled gravity was interpolated from observed gravity values.
 PE0267
 PE0267;                    North         East    Units  Estimated Accuracy
 PE0267;SPC ME E     -    84,660.      310,620.      MT  (+/- 180 meters Scaled)
 PE0267
 PE0267                          SUPERSEDED SURVEY CONTROL
 PE0267
 PE0267  NGVD 29 (??/??/92)   11.614  (m)           38.10   (f) ADJ UNCH    2 0
 PE0267
 PE0267.Superseded values are not recommended for survey control.
 PE0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0267.See file dsdata.txt to determine how the superseded data were derived.
 PE0267
 PE0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK504196(NAD 83)
 PE0267_MARKER: DB = BENCH MARK DISK
 PE0267_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE0267_SP_SET: BRIDGE
 PE0267_STAMPING: L 144 1962
 PE0267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0267
 PE0267  HISTORY     - Date     Condition        Report By
 PE0267  HISTORY     - 1962     MONUMENTED       CGS
 PE0267  HISTORY     - 1975     GOOD             NGS
 PE0267  HISTORY     - 20060310 MARK NOT FOUND   PATRIO
 PE0267
 PE0267                          STATION DESCRIPTION
 PE0267
 PE0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PE0267'0.8 MI S FROM TRENTON.
 PE0267'0.75 MILE SOUTH ON STATE HIGHWAY 3 FROM THE INTERSECTION OF
 PE0267'STATE HIGHWAYS 3 AND 230 AT TRENTON OR 9.3 MILES SOUTH ON HIGHWAY
 PE0267'3 FROM THE POST OFFICE IN ELLSWORTH.  IN THE SOUTH END AND ON
 PE0267'THE SOUTHWEST BANNISTER OF THE TRENTON BRIDGE.  18 FEET WEST
 PE0267'OF THE CENTER LINE OF HIGHWAY 3, 0.6 MILE NORTH OF INTERSECTION
 PE0267'OF STATE HIGHWAYS 102 AND 198 SOUTH AND HIGHWAY 3 SOUTHEAST.
 PE0267'MARK IS ABOUT LEVEL WITH THE ROAD.
 PE0267
 PE0267                          STATION RECOVERY (1975)
 PE0267
 PE0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 PE0267'RECOVERED IN GOOD CONDITION.
 PE0267
 PE0267                          STATION RECOVERY (2006)
 PE0267
 PE0267'RECOVERY NOTE BY PATRIOT LAND SURVEYORS 2006 (JBC)
 PE0267'DESTROYED IN 1996 BRIDGE REDECKING. REPLACED IN 1996 BY NGS WITH L 144
 PE0267'RESET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0317 ***********************************************************************
 PE0317  DESIGNATION -  L 145
 PE0317  PID         -  PE0317
 PE0317  STATE/COUNTY-  ME/HANCOCK
 PE0317  USGS QUAD   -  BARTLETT ISLAND (1981)
 PE0317
 PE0317                         *CURRENT SURVEY CONTROL
 PE0317  ___________________________________________________________________
 PE0317* NAD 83(1986)-  44 18 26.     (N)    068 24 09.     (W)     SCALED    
 PE0317* NAVD 88     -        15.782  (meters)      51.78   (feet)  ADJUSTED  
 PE0317  ___________________________________________________________________
 PE0317  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 PE0317  DYNAMIC HT  -          15.781 (meters)      51.77  (feet)  COMP
 PE0317  MODELED GRAV-     980,561.1   (mgal)                       NAVD 88
 PE0317
 PE0317  VERT ORDER  -  SECOND    CLASS 0
 PE0317
 PE0317.The horizontal coordinates were scaled from a topographic map and have
 PE0317.an estimated accuracy of +/- 6 seconds.
 PE0317
 PE0317.The orthometric height was determined by differential leveling
 PE0317.and adjusted by the National Geodetic Survey in June 1991..
 PE0317
 PE0317.The geoid height was determined by GEOID03.
 PE0317
 PE0317.The dynamic height is computed by dividing the NAVD 88
 PE0317.geopotential number by the normal gravity value computed on the
 PE0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0317.degrees latitude (g = 980.6199 gals.).
 PE0317
 PE0317.The modeled gravity was interpolated from observed gravity values.
 PE0317
 PE0317;                    North         East    Units  Estimated Accuracy
 PE0317;SPC ME E     -    71,170.      307,780.      MT  (+/- 180 meters Scaled)
 PE0317
 PE0317                          SUPERSEDED SURVEY CONTROL
 PE0317
 PE0317  NGVD 29 (??/??/92)   15.974  (m)           52.41   (f) ADJ UNCH    2 0
 PE0317
 PE0317.Superseded values are not recommended for survey control.
 PE0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0317.See file dsdata.txt to determine how the superseded data were derived.
 PE0317
 PE0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK476061(NAD 83)
 PE0317_MARKER: DB = BENCH MARK DISK
 PE0317_SETTING: 66 = SET IN ROCK OUTCROP
 PE0317_SP_SET: BEDROCK
 PE0317_STAMPING: L 145 1962
 PE0317_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0317+STABILITY: POSITION/ELEVATION WELL
 PE0317
 PE0317  HISTORY     - Date     Condition        Report By
 PE0317  HISTORY     - 1962     MONUMENTED       CGS
 PE0317
 PE0317                          STATION DESCRIPTION
 PE0317
 PE0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PE0317'6.4 MI SW FROM SOMESVILLE.
 PE0317'6.45 MILES SOUTH AND SOUTHWEST ON STATE HIGHWAY 102 FROM THE GRADE
 PE0317'SCHOOL AT SOMESVILLE OR 0.75 MILE NORTH OF THE TREMONT BAPTIST
 PE0317'CHURCH.  SET IN A DRILL HOLE IN THE TOP AND 2 FEET EAST OF THE
 PE0317'WEST EDGE OF A BEDROCK PROJECTING 6 INCHES.  THE BEDROCK IS IN
 PE0317'ABOUT THE CENTER OF A SMALL STREAM.  81 FEET EAST OF THE
 PE0317'CENTER LINE OF HIGHWAY 102, 72 FEET SOUTHWEST OF THE SOUTHWEST
 PE0317'CORNER OF A ONE STORIED HOUSE, 57 FEET EAST OF THE EAST END
 PE0317'OF A DOUBLE, 12 INCH PIPE CULVERT UNDER THE HIGHWAY, 12 FEET
 PE0317'WEST OF THE WEST EDGE OF A LARGE ROCK OUTCROP PROJECTING 2
 PE0317'FEET AND 5 FEET BELOW THE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0340 ***********************************************************************
 PE0340  DESIGNATION -  L 146
 PE0340  PID         -  PE0340
 PE0340  STATE/COUNTY-  ME/HANCOCK
 PE0340  USGS QUAD   -  BLUE HILL (1981)
 PE0340
 PE0340                         *CURRENT SURVEY CONTROL
 PE0340  ___________________________________________________________________
 PE0340* NAD 83(1986)-  44 25 27.     (N)    068 34 44.     (W)     SCALED    
 PE0340* NAVD 88     -        80.488  (meters)     264.07   (feet)  ADJUSTED  
 PE0340  ___________________________________________________________________
 PE0340  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 PE0340  DYNAMIC HT  -          80.481 (meters)     264.04  (feet)  COMP
 PE0340  MODELED GRAV-     980,532.0   (mgal)                       NAVD 88
 PE0340
 PE0340  VERT ORDER  -  SECOND    CLASS 0
 PE0340
 PE0340.The horizontal coordinates were scaled from a topographic map and have
 PE0340.an estimated accuracy of +/- 6 seconds.
 PE0340
 PE0340.The orthometric height was determined by differential leveling
 PE0340.and adjusted by the National Geodetic Survey in June 1991..
 PE0340
 PE0340.The geoid height was determined by GEOID03.
 PE0340
 PE0340.The dynamic height is computed by dividing the NAVD 88
 PE0340.geopotential number by the normal gravity value computed on the
 PE0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0340.degrees latitude (g = 980.6199 gals.).
 PE0340
 PE0340.The modeled gravity was interpolated from observed gravity values.
 PE0340
 PE0340;                    North         East    Units  Estimated Accuracy
 PE0340;SPC ME E     -    84,160.      293,720.      MT  (+/- 180 meters Scaled)
 PE0340
 PE0340                          SUPERSEDED SURVEY CONTROL
 PE0340
 PE0340  NGVD 29 (??/??/92)   80.678  (m)          264.69   (f) ADJ UNCH    2 0
 PE0340
 PE0340.Superseded values are not recommended for survey control.
 PE0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0340.See file dsdata.txt to determine how the superseded data were derived.
 PE0340
 PE0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK335190(NAD 83)
 PE0340_MARKER: DB = BENCH MARK DISK
 PE0340_SETTING: 66 = SET IN ROCK OUTCROP
 PE0340_SP_SET: ROCK OUTCROP
 PE0340_STAMPING: L 146 1962
 PE0340_MARK LOGO: CGS   
 PE0340_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE0340_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0340+STABILITY: POSITION/ELEVATION WELL
 PE0340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE0340+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2006
 PE0340
 PE0340  HISTORY     - Date     Condition        Report By
 PE0340  HISTORY     - 1962     MONUMENTED       CGS
 PE0340  HISTORY     - 1967     GOOD             NGS
 PE0340  HISTORY     - 1984     GOOD             USPSQD
 PE0340  HISTORY     - 20001003 GOOD             NGS
 PE0340  HISTORY     - 20060227 GOOD             PATRIO
 PE0340
 PE0340                          STATION DESCRIPTION
 PE0340
 PE0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PE0340'0.9 MI NE FROM BLUE HILL.
 PE0340'ABOUT 0.9 MILE NORTHEAST ALONG STATE HIGHWAY 172 FROM THE POST
 PE0340'OFFICE IN BLUE HILL, SET IN THE TOP AND NEAR THE SOUTH END OF
 PE0340'A VERY LARGE OUTCROP PROJECTING 4 FEET, 46 FEET NORTHWEST OF THE
 PE0340'CENTER OF THE HIGHWAY, 7 FEET SOUTH OF CABLE LINE POLE NUMBER
 PE0340'344 AND 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 PE0340
 PE0340                          STATION RECOVERY (1984)
 PE0340
 PE0340'RECOVERY NOTE BY US POWER SQUADRON 1984
 PE0340'RECOVERED IN GOOD CONDITION.
 PE0340
 PE0340                          STATION RECOVERY (2000)
 PE0340
 PE0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 PE0340'0.2 KM (0.10 MI) NORTHEASTERLY ALONG STATE HIGHWAY 176 FROM THE POST
 PE0340'OFFICE IN BLUE HILL, THENCE 1.0 KM (0.60 MI) NORTHERLY ALONG STATE
 PE0340'HIGHWAY 172, NEAR THE SOUTH END OF A 14 BY-18 FOOT EXPOSED ROCK
 PE0340'OUTCROP, 13.2 M (43.3 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 2.6 M
 PE0340'(8.5 FT) NORTH OF UTILITY POLE NUMBER 344, AND 1.7 M (5.6 FT) ABOVE
 PE0340'THE LEVEL OF THE HIGHWAY.  NOTE--THE MARK IS ON HIGHWAY RIGHT-OF-WAY.
 PE0340
 PE0340                          STATION RECOVERY (2006)
 PE0340
 PE0340'RECOVERY NOTE BY PATRIOT LAND SURVEYORS 2006 (JBC)
 PE0340'MARKED BY POINTED ROCK SET BY SAGE COLLINS SURVEYING IN 1998 FOR EASE
 PE0340'IN LOCATION IN JUNIPER PATCH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0256 ***********************************************************************
 PD0256  DESIGNATION -  L 147
 PD0256  PID         -  PD0256
 PD0256  STATE/COUNTY-  ME/WASHINGTON
 PD0256  USGS QUAD   -  PETIT MANAN POINT (1977)
 PD0256
 PD0256                         *CURRENT SURVEY CONTROL
 PD0256  ___________________________________________________________________
 PD0256* NAD 83(1986)-  44 28 34.     (N)    067 57 56.     (W)     SCALED    
 PD0256* NAVD 88     -        24.076  (meters)      78.99   (feet)  ADJUSTED  
 PD0256  ___________________________________________________________________
 PD0256  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 PD0256  DYNAMIC HT  -          24.075 (meters)      78.99  (feet)  COMP
 PD0256  MODELED GRAV-     980,567.2   (mgal)                       NAVD 88
 PD0256
 PD0256  VERT ORDER  -  SECOND    CLASS 0
 PD0256
 PD0256.The horizontal coordinates were scaled from a topographic map and have
 PD0256.an estimated accuracy of +/- 6 seconds.
 PD0256
 PD0256.The orthometric height was determined by differential leveling
 PD0256.and adjusted by the National Geodetic Survey in June 1991..
 PD0256
 PD0256.The geoid height was determined by GEOID03.
 PD0256
 PD0256.The dynamic height is computed by dividing the NAVD 88
 PD0256.geopotential number by the normal gravity value computed on the
 PD0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0256.degrees latitude (g = 980.6199 gals.).
 PD0256
 PD0256.The modeled gravity was interpolated from observed gravity values.
 PD0256
 PD0256;                    North         East    Units  Estimated Accuracy
 PD0256;SPC ME E     -    90,070.      342,520.      MT  (+/- 180 meters Scaled)
 PD0256
 PD0256                          SUPERSEDED SURVEY CONTROL
 PD0256
 PD0256  NGVD 29 (??/??/92)   24.279  (m)           79.66   (f) ADJ UNCH    2 0
 PD0256
 PD0256.Superseded values are not recommended for survey control.
 PD0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0256.See file dsdata.txt to determine how the superseded data were derived.
 PD0256
 PD0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK822252(NAD 83)
 PD0256_MARKER: DB = BENCH MARK DISK
 PD0256_SETTING: 66 = SET IN ROCK OUTCROP
 PD0256_SP_SET: BEDROCK
 PD0256_STAMPING: L 147 1962
 PD0256_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0256+STABILITY: POSITION/ELEVATION WELL
 PD0256
 PD0256  HISTORY     - Date     Condition        Report By
 PD0256  HISTORY     - 1962     MONUMENTED       CGS
 PD0256
 PD0256                          STATION DESCRIPTION
 PD0256
 PD0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PD0256'2.5 MI S FROM STEUBEN.
 PD0256'2.5 MILES SOUTH ALONG A BLACK TOP ROAD FROM THE TOWN PARK AT
 PD0256'STEUBEN, SET ON THE TOP OF BEDROCK FLUSH WITH THE GROUND AND
 PD0256'IN THE YARD OF A HOUSE WITH CONCRETE BLOCK FOUNDATION (UNDER
 PD0256'CONSTRUCTION IN 1962), 58 FEET SOUTHEAST OF THE CENTER LINE OF
 PD0256'THE ROAD, 87 FEET NORTHWEST OF THE NORTHWEST CORNER OF HOUSE,
 PD0256'49.4 FEET SOUTH OF THE SOUTHWEST END OF A 10-INCH PIPE CULVERT
 PD0256'UNDER DRIVEWAY TO HOUSE AND ABOUT 3 FEET ABOVE THE LEVEL OF THE
 PD0256'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0435 ***********************************************************************
 PD0435  DESIGNATION -  L 148
 PD0435  PID         -  PD0435
 PD0435  STATE/COUNTY-  ME/WASHINGTON
 PD0435  USGS QUAD   -  ADDISON (1975)
 PD0435
 PD0435                         *CURRENT SURVEY CONTROL
 PD0435  ___________________________________________________________________
 PD0435* NAD 83(1986)-  44 34 18.     (N)    067 38 31.     (W)     SCALED    
 PD0435* NAVD 88     -         3.151  (meters)      10.34   (feet)  ADJUSTED  
 PD0435  ___________________________________________________________________
 PD0435  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 PD0435  DYNAMIC HT  -           3.151 (meters)      10.34  (feet)  COMP
 PD0435  MODELED GRAV-     980,595.3   (mgal)                       NAVD 88
 PD0435
 PD0435  VERT ORDER  -  SECOND    CLASS 0
 PD0435
 PD0435.The horizontal coordinates were scaled from a topographic map and have
 PD0435.an estimated accuracy of +/- 6 seconds.
 PD0435
 PD0435.The orthometric height was determined by differential leveling
 PD0435.and adjusted by the National Geodetic Survey in June 1991..
 PD0435
 PD0435.The geoid height was determined by GEOID03.
 PD0435
 PD0435.The dynamic height is computed by dividing the NAVD 88
 PD0435.geopotential number by the normal gravity value computed on the
 PD0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0435.degrees latitude (g = 980.6199 gals.).
 PD0435
 PD0435.The modeled gravity was interpolated from observed gravity values.
 PD0435
 PD0435;                    North         East    Units  Estimated Accuracy
 PD0435;SPC ME E     -   100,910.      368,150.      MT  (+/- 180 meters Scaled)
 PD0435
 PD0435                          SUPERSEDED SURVEY CONTROL
 PD0435
 PD0435  NGVD 29 (??/??/92)    3.364  (m)           11.04   (f) ADJ UNCH    2 0
 PD0435
 PD0435.Superseded values are not recommended for survey control.
 PD0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0435.See file dsdata.txt to determine how the superseded data were derived.
 PD0435
 PD0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK078362(NAD 83)
 PD0435_MARKER: DB = BENCH MARK DISK
 PD0435_SETTING: 66 = SET IN ROCK OUTCROP
 PD0435_SP_SET: BEDROCK
 PD0435_STAMPING: L 148 1962
 PD0435_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0435+STABILITY: POSITION/ELEVATION WELL
 PD0435
 PD0435  HISTORY     - Date     Condition        Report By
 PD0435  HISTORY     - 1962     MONUMENTED       CGS
 PD0435
 PD0435                          STATION DESCRIPTION
 PD0435
 PD0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PD0435'AT INDIAN RIVER.
 PD0435'AT INDIAN RIVER, ALONG STATE HIGHWAY 187, ALONG THE SOUTHEAST
 PD0435'BANK OF INDIAN RIVER, SET ON THE TOP AND 18 FEET NORTH OF THE
 PD0435'HIGHEST PART OF A LARGE BEDROCK THAT EXTENDS OUT INTO THE INDIAN
 PD0435'RIVER, 134 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 123
 PD0435'FEET SOUTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE
 PD0435'BANNISTER OF THE HIGHWAY BRIDGE OVER THE RIVER, 26 FEET SOUTHEAST
 PD0435'OF THE NORTHWEST EDGE OF THE BEDROCK AND 10 FEET BELOW THE LEVEL
 PD0435'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0433 ***********************************************************************
 PD0433  DESIGNATION -  L 149
 PD0433  PID         -  PD0433
 PD0433  STATE/COUNTY-  ME/WASHINGTON
 PD0433  USGS QUAD   -  JONESPORT (1977)
 PD0433
 PD0433                         *CURRENT SURVEY CONTROL
 PD0433  ___________________________________________________________________
 PD0433* NAD 83(1986)-  44 36 52.     (N)    067 36 53.     (W)     SCALED    
 PD0433* NAVD 88     -        22.539  (meters)      73.95   (feet)  ADJUSTED  
 PD0433  ___________________________________________________________________
 PD0433  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 PD0433  DYNAMIC HT  -          22.538 (meters)      73.94  (feet)  COMP
 PD0433  MODELED GRAV-     980,587.1   (mgal)                       NAVD 88
 PD0433
 PD0433  VERT ORDER  -  SECOND    CLASS 0
 PD0433
 PD0433.The horizontal coordinates were scaled from a topographic map and have
 PD0433.an estimated accuracy of +/- 6 seconds.
 PD0433
 PD0433.The orthometric height was determined by differential leveling
 PD0433.and adjusted by the National Geodetic Survey in June 1991..
 PD0433
 PD0433.The geoid height was determined by GEOID03.
 PD0433
 PD0433.The dynamic height is computed by dividing the NAVD 88
 PD0433.geopotential number by the normal gravity value computed on the
 PD0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0433.degrees latitude (g = 980.6199 gals.).
 PD0433
 PD0433.The modeled gravity was interpolated from observed gravity values.
 PD0433
 PD0433;                    North         East    Units  Estimated Accuracy
 PD0433;SPC ME E     -   105,680.      370,260.      MT  (+/- 180 meters Scaled)
 PD0433
 PD0433                          SUPERSEDED SURVEY CONTROL
 PD0433
 PD0433  NGVD 29 (??/??/92)   22.751  (m)           74.64   (f) ADJ UNCH    2 0
 PD0433
 PD0433.Superseded values are not recommended for survey control.
 PD0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0433.See file dsdata.txt to determine how the superseded data were derived.
 PD0433
 PD0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK099410(NAD 83)
 PD0433_MARKER: DB = BENCH MARK DISK
 PD0433_SETTING: 80 = SET IN A BOULDER
 PD0433_SP_SET: BOULDER
 PD0433_STAMPING: L 149 1962
 PD0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0433+STABILITY: SURFACE MOTION
 PD0433
 PD0433  HISTORY     - Date     Condition        Report By
 PD0433  HISTORY     - 1962     MONUMENTED       CGS
 PD0433
 PD0433                          STATION DESCRIPTION
 PD0433
 PD0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PD0433'5 MI NE FROM INDIAN RIVER.
 PD0433'1.7 MILES NORTHWEST ALONG STATE HIGHWAY 187 FROM THE CONCRETE
 PD0433'BRIDGE OVER INDIAN RIVER AT INDIAN RIVER, THENCE 3.3 MILES
 PD0433'NORTHEAST ALONG A GRAVEL ROAD, 1.4 MILES EAST OF A WOODEN BRIDGE
 PD0433'OVER INDIAN RIVER, 0.5 MILE WEST OF ANOTHER JUNCTION OF STATE
 PD0433'HIGHWAY 187, 0.15 MILE SOUTH ALONG STATE HIGHWAY 187 FROM THE
 PD0433'BAY VIEW CEMETERY THENCE 0.5 MILE WEST ALONG GRAVEL ROAD, IN A
 PD0433'LARGE CLEARING FOR A BLUEBERRY FIELD, SET ON THE TOP OF A
 PD0433'5-BY-2-FOOT BURIED BOULDER PROJECTING 2 FEET ABOVE THE LEVEL OF
 PD0433'THE GROUND, 51 FEET NORTH OF THE CENTER LINE OF THE ROAD, 151
 PD0433'FEET EAST OF THE EAST EDGE OF THE CLEARING AND 3 FEET ABOVE THE
 PD0433'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1120 ***********************************************************************
 PE1120  DESIGNATION -  L 15
 PE1120  PID         -  PE1120
 PE1120  STATE/COUNTY-  ME/KENNEBEC
 PE1120  USGS QUAD   -  WINTHROP (1980)
 PE1120
 PE1120                         *CURRENT SURVEY CONTROL
 PE1120  ___________________________________________________________________
 PE1120* NAD 83(1986)-  44 18 17.     (N)    069 58 38.     (W)     SCALED    
 PE1120* NAVD 88     -        68.452  (meters)     224.58   (feet)  ADJUSTED  
 PE1120  ___________________________________________________________________
 PE1120  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 PE1120  DYNAMIC HT  -          68.446 (meters)     224.56  (feet)  COMP
 PE1120  MODELED GRAV-     980,533.4   (mgal)                       NAVD 88
 PE1120
 PE1120  VERT ORDER  -  FIRST     CLASS I
 PE1120
 PE1120.The horizontal coordinates were scaled from a topographic map and have
 PE1120.an estimated accuracy of +/- 6 seconds.
 PE1120
 PE1120.The orthometric height was determined by differential leveling
 PE1120.and adjusted by the National Geodetic Survey in June 1991..
 PE1120
 PE1120.The geoid height was determined by GEOID03.
 PE1120
 PE1120.The dynamic height is computed by dividing the NAVD 88
 PE1120.geopotential number by the normal gravity value computed on the
 PE1120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1120.degrees latitude (g = 980.6199 gals.).
 PE1120
 PE1120.The modeled gravity was interpolated from observed gravity values.
 PE1120
 PE1120;                    North         East    Units  Estimated Accuracy
 PE1120;SPC ME W     -   163,490.      915,120.      MT  (+/- 180 meters Scaled)
 PE1120
 PE1120                          SUPERSEDED SURVEY CONTROL
 PE1120
 PE1120  NGVD 29 (??/??/92)   68.643  (m)          225.21   (f) ADJ UNCH    1 1
 PE1120
 PE1120.Superseded values are not recommended for survey control.
 PE1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1120.See file dsdata.txt to determine how the superseded data were derived.
 PE1120
 PE1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK220061(NAD 83)
 PE1120_MARKER: DB = BENCH MARK DISK
 PE1120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1120_STAMPING: L 15 1927 225.180
 PE1120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1120+STABILITY: SURFACE MOTION
 PE1120
 PE1120  HISTORY     - Date     Condition        Report By
 PE1120  HISTORY     - 1927     MONUMENTED       CGS
 PE1120  HISTORY     - 1966     POOR             NGS
 PE1120  HISTORY     - 1978     GOOD             DOD
 PE1120
 PE1120                          STATION DESCRIPTION
 PE1120
 PE1120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE1120'AT WINTHROP.
 PE1120'AT WINTHROP, ALONG THE MAINE CENTRAL RAILROAD, NEAR THE CROSSING
 PE1120'OF MAIN STREET, 89.0 FEET SOUTHWEST OF AND ACROSS THE TRACK FROM
 PE1120'THE SOUTHWEST CORNER OF THE STATION, 24.0 WEST OF THE WEST RAIL
 PE1120'OF THE MAIN TRACK, 159 FEET SOUTH OF THE CENTER LINE OF MAIN
 PE1120'STREET, 9 FEET NORTH OF THE NORTH EDGE OF AN ABANDONED SIGNAL
 PE1120'BASE, 24 FEET NORTH OF A TELEPHONE POLE, 1.5 FEET SOUTHEAST
 PE1120'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET IN
 PE1120'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  NOTE-- THE
 PE1120'POST IS LEANING SLIGHTLY TO THE EAST.  POST IS SOLID IN GROUND.
 PE1120
 PE1120                          STATION RECOVERY (1978)
 PE1120
 PE1120'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE1120'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0212 ***********************************************************************
 PD0212  DESIGNATION -  L 150
 PD0212  PID         -  PD0212
 PD0212  STATE/COUNTY-  ME/WASHINGTON
 PD0212  USGS QUAD   -  MACHIAS (1977)
 PD0212
 PD0212                         *CURRENT SURVEY CONTROL
 PD0212  ___________________________________________________________________
 PD0212* NAD 83(1986)-  44 38 52.     (N)    067 23 12.     (W)     SCALED    
 PD0212* NAVD 88     -        21.628  (meters)      70.96   (feet)  ADJUSTED  
 PD0212  ___________________________________________________________________
 PD0212  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 PD0212  DYNAMIC HT  -          21.627 (meters)      70.95  (feet)  COMP
 PD0212  MODELED GRAV-     980,594.5   (mgal)                       NAVD 88
 PD0212
 PD0212  VERT ORDER  -  SECOND    CLASS 0
 PD0212
 PD0212.The horizontal coordinates were scaled from a topographic map and have
 PD0212.an estimated accuracy of +/- 6 seconds.
 PD0212
 PD0212.The orthometric height was determined by differential leveling
 PD0212.and adjusted by the National Geodetic Survey in June 1991..
 PD0212
 PD0212.The geoid height was determined by GEOID03.
 PD0212
 PD0212.The dynamic height is computed by dividing the NAVD 88
 PD0212.geopotential number by the normal gravity value computed on the
 PD0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0212.degrees latitude (g = 980.6199 gals.).
 PD0212
 PD0212.The modeled gravity was interpolated from observed gravity values.
 PD0212
 PD0212;                    North         East    Units  Estimated Accuracy
 PD0212;SPC ME E     -   109,610.      388,310.      MT  (+/- 180 meters Scaled)
 PD0212
 PD0212                          SUPERSEDED SURVEY CONTROL
 PD0212
 PD0212  NGVD 29 (??/??/92)   21.835  (m)           71.64   (f) ADJ UNCH    2 0
 PD0212
 PD0212.Superseded values are not recommended for survey control.
 PD0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0212.See file dsdata.txt to determine how the superseded data were derived.
 PD0212
 PD0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK279450(NAD 83)
 PD0212_MARKER: DB = BENCH MARK DISK
 PD0212_SETTING: 66 = SET IN ROCK OUTCROP
 PD0212_SP_SET: BEDROCK
 PD0212_STAMPING: L 150 1962
 PD0212_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0212+STABILITY: POSITION/ELEVATION WELL
 PD0212
 PD0212  HISTORY     - Date     Condition        Report By
 PD0212  HISTORY     - 1962     MONUMENTED       CGS
 PD0212
 PD0212                          STATION DESCRIPTION
 PD0212
 PD0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PD0212'0.5 MI N FROM BUCKS HARBOR.
 PD0212'0.5 MILE NORTH ALONG STATE HIGHWAY 92 FROM THE BUCKS HARBOR
 PD0212'BAPTIST CHURCH, SET ON THE TOP AT ABOUT THE HIGHEST PART OF A
 PD0212'10-BY-5-FOOT EXPOSED BEDROCK AND ABOUT 1 FOOT ABOVE THE SURFACE
 PD0212'OF THE GROUND, 119 FEET NORTHWEST OF THE CENTERLINE OF THE
 PD0212'HIGHWAY, 103 FEET SOUTHWEST AND OF AND ACROSS A GRAVELED ROAD
 PD0212'FROM THE CENTER OF A BLACKTOP MILITARY ROAD, 17.5 FEET SOUTHWEST
 PD0212'OF THE CENTER OF A GRAVELED ROAD LEADING WEST AND ABOUT 4 FEET
 PD0212'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0055 ***********************************************************************
 OB0055  DESIGNATION -  L 151
 OB0055  PID         -  OB0055
 OB0055  STATE/COUNTY-  ME/KNOX
 OB0055  USGS QUAD   -  TENANTS HARBOR (1973)
 OB0055
 OB0055                         *CURRENT SURVEY CONTROL
 OB0055  ___________________________________________________________________
 OB0055* NAD 83(1986)-  43 56 19.     (N)    069 14 08.     (W)     SCALED    
 OB0055* NAVD 88     -        13.568  (meters)      44.51   (feet)  ADJUSTED  
 OB0055  ___________________________________________________________________
 OB0055  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 OB0055  DYNAMIC HT  -          13.567 (meters)      44.51  (feet)  COMP
 OB0055  MODELED GRAV-     980,524.6   (mgal)                       NAVD 88
 OB0055
 OB0055  VERT ORDER  -  SECOND    CLASS 0
 OB0055
 OB0055.The horizontal coordinates were scaled from a topographic map and have
 OB0055.an estimated accuracy of +/- 6 seconds.
 OB0055
 OB0055.The orthometric height was determined by differential leveling
 OB0055.and adjusted by the National Geodetic Survey in June 1991..
 OB0055
 OB0055.The geoid height was determined by GEOID03.
 OB0055
 OB0055.The dynamic height is computed by dividing the NAVD 88
 OB0055.geopotential number by the normal gravity value computed on the
 OB0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0055.degrees latitude (g = 980.6199 gals.).
 OB0055
 OB0055.The modeled gravity was interpolated from observed gravity values.
 OB0055
 OB0055;                    North         East    Units  Estimated Accuracy
 OB0055;SPC ME E     -    30,480.      240,950.      MT  (+/- 180 meters Scaled)
 OB0055
 OB0055                          SUPERSEDED SURVEY CONTROL
 OB0055
 OB0055  NGVD 29 (??/??/92)   13.777  (m)           45.20   (f) ADJ UNCH    2 0
 OB0055
 OB0055.Superseded values are not recommended for survey control.
 OB0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0055.See file dsdata.txt to determine how the superseded data were derived.
 OB0055
 OB0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ810650(NAD 83)
 OB0055_MARKER: DB = BENCH MARK DISK
 OB0055_SETTING: 66 = SET IN ROCK OUTCROP
 OB0055_SP_SET: BEDROCK
 OB0055_STAMPING: L 151 1962
 OB0055_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0055+STABILITY: POSITION/ELEVATION WELL
 OB0055_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OB0055+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2004
 OB0055
 OB0055  HISTORY     - Date     Condition        Report By
 OB0055  HISTORY     - 1962     MONUMENTED       CGS
 OB0055  HISTORY     - 19950728 GOOD             USPSQD
 OB0055  HISTORY     - 20040508 GOOD             USPSQD
 OB0055
 OB0055                          STATION DESCRIPTION
 OB0055
 OB0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OB0055'2.7 MI SW FROM TENANTS HARBOR.
 OB0055'ABOUT 2.7 MILES SOUTHWEST ALONG STATE HIGHWAY 131 FROM THE TENANTS
 OB0055'HARBOR BAPTIST CHURCH AT TENANTS HARBOR, 0.6 MILE SOUTHWEST OF THE
 OB0055'MARTINSVILLE GRANGE NAMED OCEAN VIEW, ABOUT 1.45 MILES NORTHEAST ALONG
 OB0055'STATE HIGHWAY 131 FROM THE PORT CLYDE BAPTIST CHURCH AT PORT CLYDE,
 OB0055'SET IN THE TOP OF A LARGE FLAT MASS OF EXPOSED BEDROCK, 25 1/2 FEET
 OB0055'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 90 FEET NORTHWEST OF AND
 OB0055'ACROSS THE HIGHWAY FROM THE NORTH CORNER OF A ONE-STORY HOUSE, 66 FEET
 OB0055'NORTHEAST OF THE CENTER LINE OF A FARM ROAD LEADING NORTHWEST, 81 FEET
 OB0055'WEST OF AND ACROSS THE HIGHWAY FROM POWER LINE POLE 111, 68 FEET NORTH
 OB0055'OF AND ACROSS THE HIGHWAY FROM POWER LINE POLE NO. 112-102 AND ABOUT
 OB0055'LEVEL WITH THE HIGHWAY SURFACE.
 OB0055
 OB0055                          STATION RECOVERY (1995)
 OB0055
 OB0055'RECOVERY NOTE BY US POWER SQUADRON 1995
 OB0055'RECOVERED IN GOOD CONDITION.
 OB0055
 OB0055                          STATION RECOVERY (2004)
 OB0055
 OB0055'RECOVERY NOTE BY US POWER SQUADRON 2004 (GRF)
 OB0055'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0870 ***********************************************************************
 PE0870  DESIGNATION -  L 152
 PE0870  PID         -  PE0870
 PE0870  STATE/COUNTY-  ME/LINCOLN
 PE0870  USGS QUAD   -  WALDOBORO WEST (1988)
 PE0870
 PE0870                         *CURRENT SURVEY CONTROL
 PE0870  ___________________________________________________________________
 PE0870* NAD 83(1986)-  44 05 38.     (N)    069 22 38.     (W)     SCALED    
 PE0870* NAVD 88     -         3.771  (meters)      12.37   (feet)  ADJUSTED  
 PE0870  ___________________________________________________________________
 PE0870  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 PE0870  DYNAMIC HT  -           3.771 (meters)      12.37  (feet)  COMP
 PE0870  MODELED GRAV-     980,515.9   (mgal)                       NAVD 88
 PE0870
 PE0870  VERT ORDER  -  SECOND    CLASS 0
 PE0870
 PE0870.The horizontal coordinates were scaled from a topographic map and have
 PE0870.an estimated accuracy of +/- 6 seconds.
 PE0870
 PE0870.The orthometric height was determined by differential leveling
 PE0870.and adjusted by the National Geodetic Survey in June 1991..
 PE0870
 PE0870.The geoid height was determined by GEOID03.
 PE0870
 PE0870.The dynamic height is computed by dividing the NAVD 88
 PE0870.geopotential number by the normal gravity value computed on the
 PE0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0870.degrees latitude (g = 980.6199 gals.).
 PE0870
 PE0870.The modeled gravity was interpolated from observed gravity values.
 PE0870
 PE0870;                    North         East    Units  Estimated Accuracy
 PE0870;SPC ME W     -   140,350.      963,220.      MT  (+/- 180 meters Scaled)
 PE0870
 PE0870                          SUPERSEDED SURVEY CONTROL
 PE0870
 PE0870  NGVD 29 (??/??/92)    3.981  (m)           13.06   (f) ADJ UNCH    2 0
 PE0870
 PE0870.Superseded values are not recommended for survey control.
 PE0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0870.See file dsdata.txt to determine how the superseded data were derived.
 PE0870
 PE0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ698823(NAD 83)
 PE0870_MARKER: DB = BENCH MARK DISK
 PE0870_SETTING: 66 = SET IN ROCK OUTCROP
 PE0870_SP_SET: BEDROCK
 PE0870_STAMPING: L 152 1962
 PE0870_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0870+STABILITY: POSITION/ELEVATION WELL
 PE0870
 PE0870  HISTORY     - Date     Condition        Report By
 PE0870  HISTORY     - 1962     MONUMENTED       CGS
 PE0870  HISTORY     - 1990     GOOD             USPSQD
 PE0870
 PE0870                          STATION DESCRIPTION
 PE0870
 PE0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PE0870'AT WALDOBORO.
 PE0870'AT WALDOBORO, ALONG THE EAST BANK OF MEDOMAK RIVER, AT STORERS
 PE0870'WHARF, SET ON THE TOP AND 15 FEET EAST OF THE WEST EDGE OF A
 PE0870'LARGE MASS OF BEDROCK, 31 FEET SOUTHWEST OF THE SOUTHWEST
 PE0870'CORNER OF A WAREHOUSE (FORMERLY A BLACKSMITH SHOP), 24 FEET
 PE0870'NORTHEAST OF THE NORTHEAST CORNER OF A COAL SHED, 13 FEET
 PE0870'NORTHEAST OF TIDAL NO. 4, 54 FEET SOUTH OF TIDAL NO. 2.
 PE0870
 PE0870                          STATION RECOVERY (1990)
 PE0870
 PE0870'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMW)
 PE0870'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1220 ***********************************************************************
 PE1220  DESIGNATION -  L 153
 PE1220  PID         -  PE1220
 PE1220  STATE/COUNTY-  ME/LINCOLN
 PE1220  USGS QUAD   -  WISCASSET (1979)
 PE1220
 PE1220                         *CURRENT SURVEY CONTROL
 PE1220  ___________________________________________________________________
 PE1220* NAD 83(1986)-  44 02 32.     (N)    069 37 56.     (W)     SCALED    
 PE1220* NAVD 88     -        36.133  (meters)     118.55   (feet)  ADJUSTED  
 PE1220  ___________________________________________________________________
 PE1220  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 PE1220  DYNAMIC HT  -          36.129 (meters)     118.53  (feet)  COMP
 PE1220  MODELED GRAV-     980,521.9   (mgal)                       NAVD 88
 PE1220
 PE1220  VERT ORDER  -  SECOND    CLASS 0
 PE1220
 PE1220.The horizontal coordinates were scaled from a topographic map and have
 PE1220.an estimated accuracy of +/- 6 seconds.
 PE1220
 PE1220.The orthometric height was determined by differential leveling
 PE1220.and adjusted by the National Geodetic Survey in June 1991..
 PE1220
 PE1220.The geoid height was determined by GEOID03.
 PE1220
 PE1220.The dynamic height is computed by dividing the NAVD 88
 PE1220.geopotential number by the normal gravity value computed on the
 PE1220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1220.degrees latitude (g = 980.6199 gals.).
 PE1220
 PE1220.The modeled gravity was interpolated from observed gravity values.
 PE1220
 PE1220;                    North         East    Units  Estimated Accuracy
 PE1220;SPC ME W     -   134,440.      942,830.      MT  (+/- 180 meters Scaled)
 PE1220
 PE1220                          SUPERSEDED SURVEY CONTROL
 PE1220
 PE1220  NGVD 29 (??/??/92)   36.342  (m)          119.23   (f) ADJ UNCH    2 0
 PE1220
 PE1220.Superseded values are not recommended for survey control.
 PE1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1220.See file dsdata.txt to determine how the superseded data were derived.
 PE1220
 PE1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ493767(NAD 83)
 PE1220_MARKER: DB = BENCH MARK DISK
 PE1220_SETTING: 66 = SET IN ROCK OUTCROP
 PE1220_SP_SET: BEDROCK
 PE1220_STAMPING: L 153 1962
 PE1220_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1220+STABILITY: POSITION/ELEVATION WELL
 PE1220
 PE1220  HISTORY     - Date     Condition        Report By
 PE1220  HISTORY     - 1962     MONUMENTED       CGS
 PE1220
 PE1220                          STATION DESCRIPTION
 PE1220
 PE1220'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PE1220'3.3 MI N FROM WISCASSET.
 PE1220'ABOUT 3.3 MILES NORTH ALONG STATE HIGHWAY 218 FROM ITS JUNCTION
 PE1220'WITH U.S. HIGHWAY AND THE POST OFFICE AT WISCASSET, SET ON THE
 PE1220'TOP AND NEAR THE SOUTHWEST END OF A 10-BY-6-FOOT EXPOSED FLAT
 PE1220'BEDROCK, 29 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 PE1220'53 1/2 FEET WEST OF AND ACROSS THE HIGHWAY FROM POWER LINE POLE
 PE1220'NO. 119 - 36, 18 FEET SOUTHWEST OF THE CENTER LINE OF A PRIVATE
 PE1220'DRIVEWAY LEADING TO A TWO-STORY FRAME HOUSE AND ABOUT 1 FOOT
 PE1220'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0116 ***********************************************************************
 OB0116  DESIGNATION -  L 154
 OB0116  PID         -  OB0116
 OB0116  STATE/COUNTY-  ME/LINCOLN
 OB0116  USGS QUAD   -  PEMAQUID POINT (1997)
 OB0116
 OB0116                         *CURRENT SURVEY CONTROL
 OB0116  ___________________________________________________________________
 OB0116* NAD 83(1986)-  43 51 54.     (N)    069 36 48.     (W)     SCALED    
 OB0116* NAVD 88     -        13.789  (meters)      45.24   (feet)  ADJUSTED  
 OB0116  ___________________________________________________________________
 OB0116  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 OB0116  DYNAMIC HT  -          13.788 (meters)      45.24  (feet)  COMP
 OB0116  MODELED GRAV-     980,527.0   (mgal)                       NAVD 88
 OB0116
 OB0116  VERT ORDER  -  SECOND    CLASS 0
 OB0116
 OB0116.The horizontal coordinates were scaled from a topographic map and have
 OB0116.an estimated accuracy of +/- 6 seconds.
 OB0116
 OB0116.The orthometric height was determined by differential leveling
 OB0116.and adjusted by the National Geodetic Survey in June 1991..
 OB0116
 OB0116.The geoid height was determined by GEOID03.
 OB0116
 OB0116.The dynamic height is computed by dividing the NAVD 88
 OB0116.geopotential number by the normal gravity value computed on the
 OB0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0116.degrees latitude (g = 980.6199 gals.).
 OB0116
 OB0116.The modeled gravity was interpolated from observed gravity values.
 OB0116
 OB0116;                    North         East    Units  Estimated Accuracy
 OB0116;SPC ME W     -   114,760.      944,480.      MT  (+/- 180 meters Scaled)
 OB0116
 OB0116                          SUPERSEDED SURVEY CONTROL
 OB0116
 OB0116  NGVD 29 (??/??/92)   14.004  (m)           45.94   (f) ADJ UNCH    2 0
 OB0116
 OB0116.Superseded values are not recommended for survey control.
 OB0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0116.See file dsdata.txt to determine how the superseded data were derived.
 OB0116
 OB0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ507570(NAD 83)
 OB0116_MARKER: DB = BENCH MARK DISK
 OB0116_SETTING: 66 = SET IN ROCK OUTCROP
 OB0116_SP_SET: OUTCROP
 OB0116_STAMPING: L 154 1963
 OB0116_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0116+STABILITY: POSITION/ELEVATION WELL
 OB0116_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OB0116+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2002
 OB0116
 OB0116  HISTORY     - Date     Condition        Report By
 OB0116  HISTORY     - 1963     MONUMENTED       CGS
 OB0116  HISTORY     - 1990     GOOD             USPSQD
 OB0116  HISTORY     - 19910403 GOOD             USPSQD
 OB0116  HISTORY     - 20021105 GOOD             USPSQD
 OB0116
 OB0116                          STATION DESCRIPTION
 OB0116
 OB0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OB0116'0.8 MI NE FROM BOOTHBAY HARBOR.
 OB0116'ABOUT 0.8 MILE NORTHEAST ALONG STATE HIGHWAY 96 FROM ITS JUNCTION WITH
 OB0116'STATE HIGHWAY 27 AT THE NORTH END OF BOOTHBAY HARBOR, 0.1 MILE WEST OF
 OB0116'A CULVERT UNDER THE HIGHWAY FOR MEADOW BROOK, NEAR THE JUNCTION OF A
 OB0116'BLACK TOP ROAD LEADING NORTH, 34 1/2 FEET NORTHWEST OF THE CENTER LINE
 OB0116'OF THE HIGHWAY, SET ON THE TOP AND NEAR THE SOUTH END OF A
 OB0116'12-BY-6-FOOT OUTCROP PROJECTING 2 FEET ABOVE THE LEVEL OF THE GROUND,
 OB0116'60 FEET SOUTHWEST OF THE CENTER LINE OF THE BLACK TOP ROAD, 63.0 FEET
 OB0116'NORTH OF AND ACROSS THE HIGHWAY FROM POWER LINE POLE NO. 38, 7 1/2
 OB0116'FEET NORTH OF THE SOUTH END OF THE OUTCROP AND 1 FOOT BELOW THE LEVEL
 OB0116'OF THE HIGHWAY.
 OB0116
 OB0116                          STATION RECOVERY (1990)
 OB0116
 OB0116'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMW)
 OB0116'RECOVERED IN GOOD CONDITION.
 OB0116
 OB0116                          STATION RECOVERY (1991)
 OB0116
 OB0116'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OB0116'RECOVERED IN GOOD CONDITION.
 OB0116
 OB0116                          STATION RECOVERY (2002)
 OB0116
 OB0116'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMW)
 OB0116'FROM THE JCT. OF RT. 96 AND RT. 27 IN THE TOWN OF BOOTHBAY HARBOR
 OB0116'TRAVEL EAST ON 96 ABOUT 0.7 MILE TO THE MARK ON THE LEFT. THE MARK IS
 OB0116'ABOUT 65 FT. NORTH OF THE REPOSITIONED HIGHWAY AND 60 FT. WEST OF OAK
 OB0116'LAWN RD. LEADING TO THE CEMETERY. ABOUT 118 FT NNE OF POWER POLE 36,
 OB0116'AND ABOUT 5 FT. BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0019 ***********************************************************************
 OB0019  DESIGNATION -  L 155
 OB0019  PID         -  OB0019
 OB0019  STATE/COUNTY-  ME/LINCOLN
 OB0019  USGS QUAD   -  LOUDS ISLAND (1979)
 OB0019
 OB0019                         *CURRENT SURVEY CONTROL
 OB0019  ___________________________________________________________________
 OB0019* NAD 83(1986)-  43 57 55.     (N)    069 27 03.     (W)     SCALED    
 OB0019* NAVD 88     -        26.009  (meters)      85.33   (feet)  ADJUSTED  
 OB0019  ___________________________________________________________________
 OB0019  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 OB0019  DYNAMIC HT  -          26.007 (meters)      85.32  (feet)  COMP
 OB0019  MODELED GRAV-     980,522.6   (mgal)                       NAVD 88
 OB0019
 OB0019  VERT ORDER  -  SECOND    CLASS 0
 OB0019
 OB0019.The horizontal coordinates were scaled from a topographic map and have
 OB0019.an estimated accuracy of +/- 6 seconds.
 OB0019
 OB0019.The orthometric height was determined by differential leveling
 OB0019.and adjusted by the National Geodetic Survey in June 1991..
 OB0019
 OB0019.The geoid height was determined by GEOID03.
 OB0019
 OB0019.The dynamic height is computed by dividing the NAVD 88
 OB0019.geopotential number by the normal gravity value computed on the
 OB0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0019.degrees latitude (g = 980.6199 gals.).
 OB0019
 OB0019.The modeled gravity was interpolated from observed gravity values.
 OB0019
 OB0019;                    North         East    Units  Estimated Accuracy
 OB0019;SPC ME W     -   126,010.      957,450.      MT  (+/- 180 meters Scaled)
 OB0019
 OB0019                          SUPERSEDED SURVEY CONTROL
 OB0019
 OB0019  NGVD 29 (??/??/92)   26.218  (m)           86.02   (f) ADJ UNCH    2 0
 OB0019
 OB0019.Superseded values are not recommended for survey control.
 OB0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0019.See file dsdata.txt to determine how the superseded data were derived.
 OB0019
 OB0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ638681(NAD 83)
 OB0019_MARKER: DB = BENCH MARK DISK
 OB0019_SETTING: 66 = SET IN ROCK OUTCROP
 OB0019_SP_SET: BED ROCK
 OB0019_STAMPING: L 155 1963
 OB0019_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0019+STABILITY: POSITION/ELEVATION WELL
 OB0019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OB0019+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2002
 OB0019
 OB0019  HISTORY     - Date     Condition        Report By
 OB0019  HISTORY     - 1963     MONUMENTED       CGS
 OB0019  HISTORY     - 19910504 GOOD             USPSQD
 OB0019  HISTORY     - 20020726 GOOD             USPSQD
 OB0019
 OB0019                          STATION DESCRIPTION
 OB0019
 OB0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OB0019'1.5 MI N FROM ROUND POND.
 OB0019'ABOUT 1.5 MILES NORTH ALONG STATE HIGHWAY 32 FROM THE METHODIST CHURCH
 OB0019'AT ROUND POND, SET ON THE TOP AND AT ABOUT THE HIGHEST PART OF A LARGE
 OB0019'RED ROCK PROJECTING 3 FEET ABOVE THE LEVEL OF THE GROUND, 131.6 FEET
 OB0019'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 19 FEET SOUTH OF THE
 OB0019'NORTH END OF THE ROCK, 32.6 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 OB0019'THE RESIDENCE OF MR. COLLINS, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 OB0019'HIGHWAY.
 OB0019
 OB0019                          STATION RECOVERY (1991)
 OB0019
 OB0019'RECOVERY NOTE BY US POWER SQUADRON 1991 (SS)
 OB0019'RECOVERED IN GOOD CONDITION.
 OB0019
 OB0019                          STATION RECOVERY (2002)
 OB0019
 OB0019'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMW)
 OB0019'BEHIND THE GARAGE AT HOUSE NO. 1725
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0178 ***********************************************************************
 OB0178  DESIGNATION -  L 156
 OB0178  PID         -  OB0178
 OB0178  STATE/COUNTY-  ME/SAGADAHOC
 OB0178  USGS QUAD   -  WESTPORT (1970)
 OB0178
 OB0178                         *CURRENT SURVEY CONTROL
 OB0178  ___________________________________________________________________
 OB0178* NAD 83(1986)-  43 55 24.     (N)    069 44 03.     (W)     SCALED    
 OB0178* NAVD 88     -        16.103  (meters)      52.83   (feet)  ADJUSTED  
 OB0178  ___________________________________________________________________
 OB0178  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 OB0178  DYNAMIC HT  -          16.101 (meters)      52.82  (feet)  COMP
 OB0178  MODELED GRAV-     980,524.0   (mgal)                       NAVD 88
 OB0178
 OB0178  VERT ORDER  -  SECOND    CLASS 0
 OB0178
 OB0178.The horizontal coordinates were scaled from a topographic map and have
 OB0178.an estimated accuracy of +/- 6 seconds.
 OB0178
 OB0178.The orthometric height was determined by differential leveling
 OB0178.and adjusted by the National Geodetic Survey in June 1991..
 OB0178
 OB0178.The geoid height was determined by GEOID03.
 OB0178
 OB0178.The dynamic height is computed by dividing the NAVD 88
 OB0178.geopotential number by the normal gravity value computed on the
 OB0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0178.degrees latitude (g = 980.6199 gals.).
 OB0178
 OB0178.The modeled gravity was interpolated from observed gravity values.
 OB0178
 OB0178;                    North         East    Units  Estimated Accuracy
 OB0178;SPC ME W     -   121,190.      934,730.      MT  (+/- 180 meters Scaled)
 OB0178
 OB0178                          SUPERSEDED SURVEY CONTROL
 OB0178
 OB0178  NGVD 29 (??/??/92)   16.312  (m)           53.52   (f) ADJ UNCH    2 0
 OB0178
 OB0178.Superseded values are not recommended for survey control.
 OB0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0178.See file dsdata.txt to determine how the superseded data were derived.
 OB0178
 OB0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ410636(NAD 83)
 OB0178_MARKER: DB = BENCH MARK DISK
 OB0178_SETTING: 66 = SET IN ROCK OUTCROP
 OB0178_SP_SET: BEDROCK
 OB0178_STAMPING: L 156 1963
 OB0178_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0178+STABILITY: POSITION/ELEVATION WELL
 OB0178
 OB0178  HISTORY     - Date     Condition        Report By
 OB0178  HISTORY     - 1963     MONUMENTED       CGS
 OB0178
 OB0178                          STATION DESCRIPTION
 OB0178
 OB0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OB0178'7.2 MI SW FROM WISCASSET.
 OB0178'4.7 MILES SOUTHWEST ALONG U. S. HIGHWAY 1 FROM THE POST OFFICE AT
 OB0178'WISCASSET, THENCE 2.5 MILES SOUTH ALONG A BLACK TOP ROAD, 0.2 MILE
 OB0178'SOUTH OF A T ROAD JUNCTION AT MURPHY CORNER, SET ON THE TOP OF AND 7
 OB0178'FEET NORTH OF THE SOUTH END OF A 30-BY-10-FOOT MASS OF EXPOSED
 OB0178'BEDROCK, 23.5 FEET EAST OF THE CENTER LINE OF THE ROAD, 99 FEET
 OB0178'NORTHWEST OF THE NORTHWEST CORNER OF THE RESIDENCE OF J. F. DUNTON, 65
 OB0178'FEET NORTH-NORTHEAST OF POWER LINE POLE NO. 103 - 82 AND ABOUT 2 FEET
 OB0178'ABOVE THE LEVEL OF THE BLACK TOP ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0347 ***********************************************************************
 OC0347  DESIGNATION -  L 157
 OC0347  PID         -  OC0347
 OC0347  STATE/COUNTY-  ME/YORK
 OC0347  USGS QUAD   -  NORTH BERWICK (1973)
 OC0347
 OC0347                         *CURRENT SURVEY CONTROL
 OC0347  ___________________________________________________________________
 OC0347* NAD 83(1986)-  43 15 59.     (N)    070 44 46.     (W)     SCALED    
 OC0347* NAVD 88     -        57.219  (meters)     187.73   (feet)  ADJUSTED  
 OC0347  ___________________________________________________________________
 OC0347  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 OC0347  DYNAMIC HT  -          57.210 (meters)     187.70  (feet)  COMP
 OC0347  MODELED GRAV-     980,452.1   (mgal)                       NAVD 88
 OC0347
 OC0347  VERT ORDER  -  FIRST     CLASS I
 OC0347
 OC0347.The horizontal coordinates were scaled from a topographic map and have
 OC0347.an estimated accuracy of +/- 6 seconds.
 OC0347
 OC0347.The orthometric height was determined by differential leveling
 OC0347.and adjusted by the National Geodetic Survey in June 1991..
 OC0347
 OC0347.The geoid height was determined by GEOID03.
 OC0347
 OC0347.The dynamic height is computed by dividing the NAVD 88
 OC0347.geopotential number by the normal gravity value computed on the
 OC0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0347.degrees latitude (g = 980.6199 gals.).
 OC0347
 OC0347.The modeled gravity was interpolated from observed gravity values.
 OC0347
 OC0347;                    North         East    Units  Estimated Accuracy
 OC0347;SPC ME W     -    48,270.      852,960.      MT  (+/- 180 meters Scaled)
 OC0347
 OC0347                          SUPERSEDED SURVEY CONTROL
 OC0347
 OC0347  NGVD 29 (??/??/92)   57.439  (m)          188.45   (f) ADJ UNCH    1 1
 OC0347
 OC0347.Superseded values are not recommended for survey control.
 OC0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0347.See file dsdata.txt to determine how the superseded data were derived.
 OC0347
 OC0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH582918(NAD 83)
 OC0347_MARKER: DB = BENCH MARK DISK
 OC0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OC0347_STAMPING: L 157 1966
 OC0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC0347+STABILITY: SURFACE MOTION
 OC0347
 OC0347  HISTORY     - Date     Condition        Report By
 OC0347  HISTORY     - 1966     MONUMENTED       CGS
 OC0347  HISTORY     - 1978     MARK NOT FOUND   DOD
 OC0347  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 OC0347
 OC0347                          STATION DESCRIPTION
 OC0347
 OC0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OC0347'2.6 MI S FROM NORTH BERWICK.
 OC0347'ABOUT 1.8 MILES SOUTHWEST ALONG STATE HIGHWAY 4 FROM THE SOUTH
 OC0347'JUNCTION OF STATE HIGHWAY 9 AT NORTH BERWICK, THENCE 0.8 MILE
 OC0347'SOUTHEAST ALONG HOOPER SANDS ROAD, NEAR THE JUNCTION OF KNIGHTS
 OC0347'POND ROAD, NEAR THE WEST CORNER OF A DIAMOND SHAPED PLOT OF
 OC0347'GROUND FORMED BY THE JUNCTION, 130 FEET SOUTHWEST OF THE CENTER
 OC0347'LINE OF HOOPER SANDS ROAD, 26 FEET NORTH OF THE CENTER LINE
 OC0347'OF KNIGHTS POND ROAD, 25 FEET SOUTHEAST OF THE CENTER LINE OF
 OC0347'A BLACK TOPPED CONNECTOR ROAD, 1.5 FEET WEST OF A METAL WITNESS
 OC0347'POST, ABOUT LEVEL WITH KNIGHTS POND ROAD, AND SET IN THE TOP
 OC0347'OF A CONCRETE POST PROJECTING 0.2 FOOT.  NOTE-- ALSO 0.5 MILE
 OC0347'NORTH ALONG STATE HIGHWAY 4 FROM THE SOUTH BERWICK CENTRAL
 OC0347'SCHOOL AT SOUTH BERWICK, THENCE 1.5 MILES NORTHEAST ALONG
 OC0347'AGAMENTICUS ROAD, THENCE ABOUT 2.2 MILES NORTHEAST ALONG KNIGHTS
 OC0347'POND ROAD.
 OC0347
 OC0347                          STATION RECOVERY (1978)
 OC0347
 OC0347'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 OC0347'MARK NOT FOUND.
 OC0347
 OC0347                          STATION RECOVERY (1988)
 OC0347
 OC0347'RECOVERY NOTE BY US POWER SQUADRON 1988 (RSR)
 OC0347'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0698 ***********************************************************************
 PE0698  DESIGNATION -  L 158
 PE0698  PID         -  PE0698
 PE0698  STATE/COUNTY-  ME/SOMERSET
 PE0698  USGS QUAD   -  PITTSFIELD (1982)
 PE0698
 PE0698                         *CURRENT SURVEY CONTROL
 PE0698  ___________________________________________________________________
 PE0698* NAD 83(1986)-  44 46 22.     (N)    069 22 43.     (W)     SCALED    
 PE0698* NAVD 88     -        59.639  (meters)     195.67   (feet)  ADJUSTED  
 PE0698  ___________________________________________________________________
 PE0698  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 PE0698  DYNAMIC HT  -          59.637 (meters)     195.66  (feet)  COMP
 PE0698  MODELED GRAV-     980,571.0   (mgal)                       NAVD 88
 PE0698
 PE0698  VERT ORDER  -  FIRST     CLASS I
 PE0698
 PE0698.This mark is at Pittsfield Airport (2B7)
 PE0698
 PE0698.The horizontal coordinates were scaled from a topographic map and have
 PE0698.an estimated accuracy of +/- 6 seconds.
 PE0698
 PE0698.The orthometric height was determined by differential leveling
 PE0698.and adjusted by the National Geodetic Survey in June 1991..
 PE0698
 PE0698.The geoid height was determined by GEOID03.
 PE0698
 PE0698.The dynamic height is computed by dividing the NAVD 88
 PE0698.geopotential number by the normal gravity value computed on the
 PE0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0698.degrees latitude (g = 980.6199 gals.).
 PE0698
 PE0698.The modeled gravity was interpolated from observed gravity values.
 PE0698
 PE0698;                    North         East    Units  Estimated Accuracy
 PE0698;SPC ME W     -   215,780.      962,380.      MT  (+/- 180 meters Scaled)
 PE0698
 PE0698                          SUPERSEDED SURVEY CONTROL
 PE0698
 PE0698  NGVD 29 (??/??/92)   59.853  (m)          196.37   (f) ADJ UNCH    1 1
 PE0698
 PE0698.Superseded values are not recommended for survey control.
 PE0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0698.See file dsdata.txt to determine how the superseded data were derived.
 PE0698
 PE0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK700577(NAD 83)
 PE0698_MARKER: DB = BENCH MARK DISK
 PE0698_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE0698_SP_SET: CONCRETE CATCH BASIN
 PE0698_STAMPING: L 158 1966
 PE0698_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE0698_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE0698
 PE0698  HISTORY     - Date     Condition        Report By
 PE0698  HISTORY     - 1966     MONUMENTED       CGS
 PE0698  HISTORY     - 1978     GOOD             DOD
 PE0698  HISTORY     - 1984     POOR             USPSQD
 PE0698  HISTORY     - 1989     POOR             USPSQD
 PE0698  HISTORY     - 19951009 POOR             CHANCE
 PE0698
 PE0698                          STATION DESCRIPTION
 PE0698
 PE0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE0698'AT PITT MUN AP.
 PE0698'AT PITTSFIELD MUNICIPAL AIRPORT, ABOUT 0.1 MILE SOUTHWEST ALONG
 PE0698'A TAXI STRIP FROM THE ADMINISTRATION BUILDING, ABOUT 80 YARDS
 PE0698'SOUTHWEST OF THE SOUTHWEST CORNER OF THE AIRPORTS ONLY HANGAR,
 PE0698'70 YARDS NORTH OF THE NORTH EDGE OF THE EAST-WEST RUNWAY, 18
 PE0698'FEET WEST OF THE WEST EDGE OF THE WEST ONE OF TWO TAXI STRIPS
 PE0698'LEADING TO RUNWAY, IN THE TOP OF THE NORTHEAST CORNER OF A 6-FOOT
 PE0698'SQUARE CONCRETE CATCH BASIN, AND ABOUT 1 FOOT BELOW THE LEVEL
 PE0698'OF THE TAXI STRIP.
 PE0698
 PE0698                          STATION RECOVERY (1978)
 PE0698
 PE0698'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE0698'RECOVERED IN GOOD CONDITION.
 PE0698
 PE0698                          STATION RECOVERY (1984)
 PE0698
 PE0698'RECOVERY NOTE BY US POWER SQUADRON 1984
 PE0698'MARK RECOVERED IN POOR CONDITION.
 PE0698
 PE0698                          STATION RECOVERY (1989)
 PE0698
 PE0698'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELG)
 PE0698'MARK RECOVERED IN POOR CONDITION.
 PE0698
 PE0698                          STATION RECOVERY (1995)
 PE0698
 PE0698'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KB)
 PE0698'RECOVERED AS DESCRIBED.  CATCH BASIN HAS TILTED TO NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0391 ***********************************************************************
 PE0391  DESIGNATION -  L 159
 PE0391  PID         -  PE0391
 PE0391  STATE/COUNTY-  ME/PENOBSCOT
 PE0391  USGS QUAD   -  BANGOR (1991)
 PE0391
 PE0391                         *CURRENT SURVEY CONTROL
 PE0391  ___________________________________________________________________
 PE0391* NAD 83(1986)-  44 45 56.     (N)    068 46 16.     (W)     SCALED    
 PE0391* NAVD 88     -        36.997  (meters)     121.38   (feet)  ADJUSTED  
 PE0391  ___________________________________________________________________
 PE0391  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 PE0391  DYNAMIC HT  -          36.996 (meters)     121.38  (feet)  COMP
 PE0391  MODELED GRAV-     980,579.6   (mgal)                       NAVD 88
 PE0391
 PE0391  VERT ORDER  -  FIRST     CLASS I
 PE0391
 PE0391.The horizontal coordinates were scaled from a topographic map and have
 PE0391.an estimated accuracy of +/- 6 seconds.
 PE0391
 PE0391.The orthometric height was determined by differential leveling
 PE0391.and adjusted by the National Geodetic Survey in June 1991..
 PE0391
 PE0391.The geoid height was determined by GEOID03.
 PE0391
 PE0391.The dynamic height is computed by dividing the NAVD 88
 PE0391.geopotential number by the normal gravity value computed on the
 PE0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0391.degrees latitude (g = 980.6199 gals.).
 PE0391
 PE0391.The modeled gravity was interpolated from observed gravity values.
 PE0391
 PE0391;                    North         East    Units  Estimated Accuracy
 PE0391;SPC ME E     -   122,130.      278,540.      MT  (+/- 180 meters Scaled)
 PE0391
 PE0391                          SUPERSEDED SURVEY CONTROL
 PE0391
 PE0391  NGVD 29 (??/??/92)   37.207  (m)          122.07   (f) ADJ UNCH    1 1
 PE0391
 PE0391.Superseded values are not recommended for survey control.
 PE0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0391.See file dsdata.txt to determine how the superseded data were derived.
 PE0391
 PE0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK181569(NAD 83)
 PE0391_MARKER: DB = BENCH MARK DISK
 PE0391_SETTING: 66 = SET IN ROCK OUTCROP
 PE0391_SP_SET: ROCK LEDGE
 PE0391_STAMPING: L 159 1966
 PE0391_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0391+STABILITY: POSITION/ELEVATION WELL
 PE0391
 PE0391  HISTORY     - Date     Condition        Report By
 PE0391  HISTORY     - 1966     MONUMENTED       CGS
 PE0391  HISTORY     - 1978     GOOD             DMA
 PE0391  HISTORY     - 1985     GOOD             USPSQD
 PE0391  HISTORY     - 1988     GOOD             USPSQD
 PE0391
 PE0391                          STATION DESCRIPTION
 PE0391
 PE0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE0391'AT BREWER.
 PE0391'AT BREWER AIRPORT, ALONG THE SOUTHEAST WALL OF THE NORTHWEST ONE
 PE0391'OF TWO LARGE HANGARS, 26.8 FEET SOUTHWEST OF THE EAST CORNER OF
 PE0391'THE HANGAR, IN THE TOP OF A 9-FOOT LONG ROCK LEDGE WHICH SUPPORTS
 PE0391'THE FOUNDATION OF THE HANGAR, 0.5 FOOT SOUTHEAST OF THE SOUTHEAST
 PE0391'WALL OF THE HANGAR, AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE
 PE0391'GROUND.
 PE0391
 PE0391                          STATION RECOVERY (1978)
 PE0391
 PE0391'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PE0391'RECOVERED IN GOOD CONDITION.
 PE0391
 PE0391                          STATION RECOVERY (1985)
 PE0391
 PE0391'RECOVERY NOTE BY US POWER SQUADRON 1985
 PE0391'RECOVERED IN GOOD CONDITION.
 PE0391
 PE0391                          STATION RECOVERY (1988)
 PE0391
 PE0391'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE0391'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0552 ***********************************************************************
 OC0552  DESIGNATION -  L 16
 OC0552  PID         -  OC0552
 OC0552  STATE/COUNTY-  ME/YORK
 OC0552  USGS QUAD   -  CORNISH (1964)
 OC0552
 OC0552                         *CURRENT SURVEY CONTROL
 OC0552  ___________________________________________________________________
 OC0552* NAD 83(1986)-  43 48 17.     (N)    070 48 03.     (W)     SCALED    
 OC0552* NAVD 88     -       107.381  (meters)     352.30   (feet)  ADJUSTED  
 OC0552  ___________________________________________________________________
 OC0552  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 OC0552  DYNAMIC HT  -         107.365 (meters)     352.25  (feet)  COMP
 OC0552  MODELED GRAV-     980,465.1   (mgal)                       NAVD 88
 OC0552
 OC0552  VERT ORDER  -  FIRST     CLASS II
 OC0552
 OC0552.The horizontal coordinates were scaled from a topographic map and have
 OC0552.an estimated accuracy of +/- 6 seconds.
 OC0552
 OC0552.The orthometric height was determined by differential leveling
 OC0552.and adjusted by the National Geodetic Survey in June 1991..
 OC0552
 OC0552.The geoid height was determined by GEOID03.
 OC0552
 OC0552.The dynamic height is computed by dividing the NAVD 88
 OC0552.geopotential number by the normal gravity value computed on the
 OC0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0552.degrees latitude (g = 980.6199 gals.).
 OC0552
 OC0552.The modeled gravity was interpolated from observed gravity values.
 OC0552
 OC0552;                    North         East    Units  Estimated Accuracy
 OC0552;SPC ME W     -   108,110.      848,970.      MT  (+/- 180 meters Scaled)
 OC0552
 OC0552                          SUPERSEDED SURVEY CONTROL
 OC0552
 OC0552  NGVD 29 (??/??/92)  107.556  (m)          352.87   (f) ADJ UNCH    1 2
 OC0552
 OC0552.Superseded values are not recommended for survey control.
 OC0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0552.See file dsdata.txt to determine how the superseded data were derived.
 OC0552
 OC0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ551517(NAD 83)
 OC0552_MARKER: DB = BENCH MARK DISK
 OC0552_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC0552_SP_SET: BUILDING
 OC0552_STAMPING: L 16 1933
 OC0552_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC0552
 OC0552  HISTORY     - Date     Condition        Report By
 OC0552  HISTORY     - 1933     MONUMENTED       CGS
 OC0552  HISTORY     - 1955     GOOD             NGS
 OC0552  HISTORY     - 1975     GOOD             NGS
 OC0552  HISTORY     - 20040327 GOOD             GEOCAC
 OC0552
 OC0552                          STATION DESCRIPTION
 OC0552
 OC0552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 OC0552'AT CORNISH.
 OC0552'AT CORNISH, ALONG STATE HIGHWAY 25, ABOUT 0.1 MILE EAST OF THE
 OC0552'POST OFFICE, ABOUT 0.1 MILE WEST OF JUNCTION OF STATE HIGHWAY 5
 OC0552'LEADING NORTHEAST, SET VERTICALLY IN THE SOUTH FACE OF BONNEY
 OC0552'MEMORIAL LIBRARY BUILDING, 25.7 FEET NORTH OF NORTH EDGE OF NORTH
 OC0552'SIDE WALK OF MAIN STREET (HIGHWAY 25), 1.5 FEET WEST OF SOUTHEAST
 OC0552'CORNER OF BUILDING AND 2.7 FEET ABOVE GROUND.
 OC0552
 OC0552                          STATION RECOVERY (1975)
 OC0552
 OC0552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 OC0552'RECOVERED IN GOOD CONDITION.
 OC0552
 OC0552                          STATION RECOVERY (2004)
 OC0552
 OC0552'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 OC0552'RECOVERED AS DESCRIBED. DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0057 ***********************************************************************
 RF0057  DESIGNATION -  L 16
 RF0057  PID         -  RF0057
 RF0057  STATE/COUNTY-  ME/AROOSTOOK
 RF0057  USGS QUAD   -  SQUA PAN LAKE WEST (1986)
 RF0057
 RF0057                         *CURRENT SURVEY CONTROL
 RF0057  ___________________________________________________________________
 RF0057* NAD 83(1986)-  46 33 56.     (N)    068 18 49.     (W)     SCALED    
 RF0057* NAVD 88     -       185.455  (meters)     608.45   (feet)  ADJUSTED  
 RF0057  ___________________________________________________________________
 RF0057  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 RF0057  DYNAMIC HT  -         185.472 (meters)     608.50  (feet)  COMP
 RF0057  MODELED GRAV-     980,700.0   (mgal)                       NAVD 88
 RF0057
 RF0057  VERT ORDER  -  SECOND    CLASS 0
 RF0057
 RF0057.The horizontal coordinates were scaled from a topographic map and have
 RF0057.an estimated accuracy of +/- 6 seconds.
 RF0057
 RF0057.The orthometric height was determined by differential leveling
 RF0057.and adjusted by the National Geodetic Survey in June 1991..
 RF0057
 RF0057.The geoid height was determined by GEOID03.
 RF0057
 RF0057.The dynamic height is computed by dividing the NAVD 88
 RF0057.geopotential number by the normal gravity value computed on the
 RF0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0057.degrees latitude (g = 980.6199 gals.).
 RF0057
 RF0057.The modeled gravity was interpolated from observed gravity values.
 RF0057
 RF0057;                    North         East    Units  Estimated Accuracy
 RF0057;SPC ME E     -   322,150.      314,290.      MT  (+/- 180 meters Scaled)
 RF0057
 RF0057                          SUPERSEDED SURVEY CONTROL
 RF0057
 RF0057  NGVD 29 (??/??/92)  185.634  (m)          609.03   (f) ADJ UNCH    2 0
 RF0057
 RF0057.Superseded values are not recommended for survey control.
 RF0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0057.See file dsdata.txt to determine how the superseded data were derived.
 RF0057
 RF0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM526571(NAD 83)
 RF0057_MARKER: DD = SURVEY DISK
 RF0057_SETTING: 80 = SET IN A BOULDER
 RF0057_SP_SET: BOULDER
 RF0057_STAMPING: L 16 1930
 RF0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0057+STABILITY: SURFACE MOTION
 RF0057
 RF0057  HISTORY     - Date     Condition        Report By
 RF0057  HISTORY     - 1930     MONUMENTED       USGS
 RF0057  HISTORY     - 1935     GOOD             NGS
 RF0057
 RF0057                          STATION DESCRIPTION
 RF0057
 RF0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RF0057'3.1 MI NE FROM SQUA PAN.
 RF0057'ABOUT 3.1 MILES NORTHEAST ALONG THE BANGOR AND AROOSTOOK RAILROAD
 RF0057'FROM THE STATION AT SQUA PAN, AROOSTOOK COUNTY, ABOUT 0.1 MILE
 RF0057'EAST OF MILEPOST 3, 57 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 RF0057'4-BY 6-FOOT BOX CULVERT 3+15, AND IN THE TOP OF A LARGE BOULDER.
 RF0057'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED L 16 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0681 ***********************************************************************
 PE0681  DESIGNATION -  L 160
 PE0681  PID         -  PE0681
 PE0681  STATE/COUNTY-  ME/SOMERSET
 PE0681  USGS QUAD   -  BURNHAM (1982)
 PE0681
 PE0681                         *CURRENT SURVEY CONTROL
 PE0681  ___________________________________________________________________
 PE0681* NAD 83(1986)-  44 43 05.     (N)    069 25 01.     (W)     SCALED    
 PE0681* NAVD 88     -        55.872  (meters)     183.31   (feet)  ADJUSTED  
 PE0681  ___________________________________________________________________
 PE0681  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 PE0681  DYNAMIC HT  -          55.869 (meters)     183.30  (feet)  COMP
 PE0681  MODELED GRAV-     980,568.6   (mgal)                       NAVD 88
 PE0681  OBS GRAVITY -     980,568.9   (mgal)                       GRAV_OBS
 PE0681
 PE0681  VERT ORDER  -  FIRST     CLASS I
 PE0681
 PE0681.The horizontal coordinates were scaled from a topographic map and have
 PE0681.an estimated accuracy of +/- 6 seconds.
 PE0681
 PE0681.The orthometric height was determined by differential leveling
 PE0681.and adjusted by the National Geodetic Survey in June 1991..
 PE0681
 PE0681.The geoid height was determined by GEOID03.
 PE0681
 PE0681.The dynamic height is computed by dividing the NAVD 88
 PE0681.geopotential number by the normal gravity value computed on the
 PE0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0681.degrees latitude (g = 980.6199 gals.).
 PE0681
 PE0681.The modeled gravity was interpolated from observed gravity values.
 PE0681.The observed gravity was obtained from relative gravimeter ties
 PE0681.to the IGSN71 gravity network.
 PE0681
 PE0681;                    North         East    Units  Estimated Accuracy
 PE0681;SPC ME W     -   209,670.      959,400.      MT  (+/- 180 meters Scaled)
 PE0681
 PE0681                          SUPERSEDED SURVEY CONTROL
 PE0681
 PE0681  NGVD 29 (??/??/92)   56.080  (m)          183.99   (f) ADJ UNCH    1 1
 PE0681
 PE0681.Superseded values are not recommended for survey control.
 PE0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0681.See file dsdata.txt to determine how the superseded data were derived.
 PE0681
 PE0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK669517(NAD 83)
 PE0681_MARKER: DB = BENCH MARK DISK
 PE0681_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PE0681_SP_SET: 20.5 FEET
 PE0681_STAMPING: L 160 1966
 PE0681_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0681
 PE0681  HISTORY     - Date     Condition        Report By
 PE0681  HISTORY     - 1966     MONUMENTED       CGS
 PE0681  HISTORY     - 1978     GOOD             DOD
 PE0681
 PE0681                          STATION DESCRIPTION
 PE0681
 PE0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE0681'2 MI NE FROM BURNHAM.
 PE0681'2.0 MILES NORTHEAST ALONG STATE HIGHWAYS 100 AND 11 FROM THE
 PE0681'INTERSECTION OF A BLACK TOPPED ROAD AT BURNHAM, 105 FEET
 PE0681'NORTHEAST OF THE CENTER OF THE JUNCTION OF A BLACK TOPPED ROAD
 PE0681'LEADING NORTH, 65 FEET EAST OF THE CENTER LINE OF THE ROAD, 34.5
 PE0681'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 47 FEET
 PE0681'SOUTHWEST OF TELEPHONE POLE 6-121, 8 1/2 FEET NORTH OF TELEPHONE
 PE0681'POLE 6-211, 1 1/2 FEET SOUTHEAST OF A FENCE LINE, 1.5 FEET
 PE0681'SOUTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL
 PE0681'OF THE HIGHWAY, AND IS A DISK ON A COPPER COATED STEEL ROD
 PE0681'PROJECTING 0.2 FOOT AND PROTECTED BY A 5-INCH IRON PIPE
 PE0681'PROJECTING 0.5 FOOT.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH
 PE0681'OF 20.5 FEET.
 PE0681
 PE0681                          STATION RECOVERY (1978)
 PE0681
 PE0681'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE0681'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0084 ***********************************************************************
 OC0084  DESIGNATION -  L 162
 OC0084  PID         -  OC0084
 OC0084  STATE/COUNTY-  ME/CUMBERLAND
 OC0084  USGS QUAD   -  PROUTS NECK (1978)
 OC0084
 OC0084                         *CURRENT SURVEY CONTROL
 OC0084  ___________________________________________________________________
 OC0084* NAD 83(1986)-  43 35 20.     (N)    070 20 26.     (W)     SCALED    
 OC0084* NAVD 88     -        24.660  (meters)      80.91   (feet)  ADJUSTED  
 OC0084  ___________________________________________________________________
 OC0084  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 OC0084  DYNAMIC HT  -          24.657 (meters)      80.90  (feet)  COMP
 OC0084  MODELED GRAV-     980,499.0   (mgal)                       NAVD 88
 OC0084
 OC0084  VERT ORDER  -  FIRST     CLASS I
 OC0084
 OC0084.The horizontal coordinates were scaled from a topographic map and have
 OC0084.an estimated accuracy of +/- 6 seconds.
 OC0084
 OC0084.The orthometric height was determined by differential leveling
 OC0084.and adjusted by the National Geodetic Survey in June 1991..
 OC0084
 OC0084.The geoid height was determined by GEOID03.
 OC0084
 OC0084.The dynamic height is computed by dividing the NAVD 88
 OC0084.geopotential number by the normal gravity value computed on the
 OC0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0084.degrees latitude (g = 980.6199 gals.).
 OC0084
 OC0084.The modeled gravity was interpolated from observed gravity values.
 OC0084
 OC0084;                    North         East    Units  Estimated Accuracy
 OC0084;SPC ME W     -    83,950.      885,960.      MT  (+/- 180 meters Scaled)
 OC0084
 OC0084                          SUPERSEDED SURVEY CONTROL
 OC0084
 OC0084  NGVD 29 (??/??/92)   24.887  (m)           81.65   (f) ADJ UNCH    1 1
 OC0084
 OC0084.Superseded values are not recommended for survey control.
 OC0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0084.See file dsdata.txt to determine how the superseded data were derived.
 OC0084
 OC0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ917270(NAD 83)
 OC0084_MARKER: DB = BENCH MARK DISK
 OC0084_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OC0084_SP_SET: STEP BANISTER
 OC0084_STAMPING: L 162 1966
 OC0084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC0084
 OC0084  HISTORY     - Date     Condition        Report By
 OC0084  HISTORY     - 1966     MONUMENTED       CGS
 OC0084  HISTORY     - 1978     GOOD             DOD
 OC0084  HISTORY     - 1987     GOOD             USPSQD
 OC0084  HISTORY     - 1988     GOOD             USPSQD
 OC0084
 OC0084                          STATION DESCRIPTION
 OC0084
 OC0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OC0084'0.2 MI SW FROM SCARBOROUGH.
 OC0084'ABOUT 0.25 MILE SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST
 OC0084'OFFICE AT SCARBOROUGH, AT BESSEY SCHOOL, IN THE TOP OF THE WEST
 OC0084'CONCRETE BANISTER FOR STEPS AT THE EASTERNMOST ENTRANCE ON THE
 OC0084'NORTH SIDE OF THE SCHOOL BUILDING, 5 FEET WEST OF THE CENTER
 OC0084'OF THE ENTRANCE, 1.9 NORTH OF THE NORTH FACE OF THE BUILDING,
 OC0084'35.0 FEET WEST OF THE NORTHEAST CORNER OF THE BUILDING, 152 FEET
 OC0084'SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 2 FEET ABOVE
 OC0084'THE LEVEL OF THE GROUND.
 OC0084
 OC0084                          STATION RECOVERY (1978)
 OC0084
 OC0084'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 OC0084'RECOVERED IN GOOD CONDITION.
 OC0084
 OC0084                          STATION RECOVERY (1987)
 OC0084
 OC0084'RECOVERY NOTE BY US POWER SQUADRON 1987 (DWH)
 OC0084'RECOVERED IN GOOD CONDITION.
 OC0084
 OC0084                          STATION RECOVERY (1988)
 OC0084
 OC0084'RECOVERY NOTE BY US POWER SQUADRON 1988 (DWH)
 OC0084'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0038 ***********************************************************************
 OC0038  DESIGNATION -  L 163
 OC0038  PID         -  OC0038
 OC0038  STATE/COUNTY-  ME/CUMBERLAND
 OC0038  USGS QUAD   -  YARMOUTH (1975)
 OC0038
 OC0038                         *CURRENT SURVEY CONTROL
 OC0038  ___________________________________________________________________
 OC0038* NAD 83(1986)-  43 47 13.     (N)    070 14 23.     (W)     SCALED    
 OC0038* NAVD 88     -        22.406  (meters)      73.51   (feet)  ADJUSTED  
 OC0038  ___________________________________________________________________
 OC0038  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 OC0038  DYNAMIC HT  -          22.403 (meters)      73.50  (feet)  COMP
 OC0038  MODELED GRAV-     980,499.4   (mgal)                       NAVD 88
 OC0038
 OC0038  VERT ORDER  -  FIRST     CLASS I
 OC0038
 OC0038.The horizontal coordinates were scaled from a topographic map and have
 OC0038.an estimated accuracy of +/- 6 seconds.
 OC0038
 OC0038.The orthometric height was determined by differential leveling
 OC0038.and adjusted by the National Geodetic Survey in June 1991..
 OC0038
 OC0038.The geoid height was determined by GEOID03.
 OC0038
 OC0038.The dynamic height is computed by dividing the NAVD 88
 OC0038.geopotential number by the normal gravity value computed on the
 OC0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0038.degrees latitude (g = 980.6199 gals.).
 OC0038
 OC0038.The modeled gravity was interpolated from observed gravity values.
 OC0038
 OC0038;                    North         East    Units  Estimated Accuracy
 OC0038;SPC ME W     -   105,940.      894,120.      MT  (+/- 180 meters Scaled)
 OC0038
 OC0038                          SUPERSEDED SURVEY CONTROL
 OC0038
 OC0038  NGVD 29 (??/??/92)   22.615  (m)           74.20   (f) ADJ UNCH    1 1
 OC0038
 OC0038.Superseded values are not recommended for survey control.
 OC0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0038.See file dsdata.txt to determine how the superseded data were derived.
 OC0038
 OC0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ002489(NAD 83)
 OC0038_MARKER: DB = BENCH MARK DISK
 OC0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OC0038_STAMPING: L 163 1966
 OC0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC0038+STABILITY: SURFACE MOTION
 OC0038
 OC0038  HISTORY     - Date     Condition        Report By
 OC0038  HISTORY     - 1966     MONUMENTED       CGS
 OC0038  HISTORY     - 1978     GOOD             DOD
 OC0038
 OC0038                          STATION DESCRIPTION
 OC0038
 OC0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OC0038'1 MI NE FROM CUMBERLAND CENTER.
 OC0038'ABOUT 1.0 MILE NORTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM
 OC0038'THE CROSSING OF STATE HIGHWAY 9 AT CUMBERLAND CENTER, NEAR THE
 OC0038'CROSSING OF TUTTLE ROAD, 6 RAILS NORTHEAST OF MILEPOST P 12-V
 OC0038'239, 58 FEET WEST OF THE CENTER OF THE CROSSING, 41 FEET
 OC0038'NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, 31 FEET
 OC0038'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 10 FEET NORTHWEST
 OC0038'OF A FENCE CORNER, 1.5 FEET SOUTHEAST OF A METAL WITNESS POST,
 OC0038'ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK, AND SET IN THE TOP
 OC0038'OF A CONCRETE POST PROJECTING 0.4 FOOT.
 OC0038
 OC0038                          STATION RECOVERY (1978)
 OC0038
 OC0038'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 OC0038'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0088 ***********************************************************************
 PF0088  DESIGNATION -  L 164
 PF0088  PID         -  PF0088
 PF0088  STATE/COUNTY-  ME/ANDROSCOGGIN
 PF0088  USGS QUAD   -  MINOT (1981)
 PF0088
 PF0088                         *CURRENT SURVEY CONTROL
 PF0088  ___________________________________________________________________
 PF0088* NAD 83(1986)-  44 02 49.     (N)    070 17 21.     (W)     SCALED    
 PF0088* NAVD 88     -        77.951  (meters)     255.74   (feet)  ADJUSTED  
 PF0088  ___________________________________________________________________
 PF0088  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 PF0088  DYNAMIC HT  -          77.942 (meters)     255.71  (feet)  COMP
 PF0088  MODELED GRAV-     980,495.8   (mgal)                       NAVD 88
 PF0088
 PF0088  VERT ORDER  -  FIRST     CLASS I
 PF0088
 PF0088.The horizontal coordinates were scaled from a topographic map and have
 PF0088.an estimated accuracy of +/- 6 seconds.
 PF0088
 PF0088.The orthometric height was determined by differential leveling
 PF0088.and adjusted by the National Geodetic Survey in June 1991..
 PF0088
 PF0088.The geoid height was determined by GEOID03.
 PF0088
 PF0088.The dynamic height is computed by dividing the NAVD 88
 PF0088.geopotential number by the normal gravity value computed on the
 PF0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0088.degrees latitude (g = 980.6199 gals.).
 PF0088
 PF0088.The modeled gravity was interpolated from observed gravity values.
 PF0088
 PF0088;                    North         East    Units  Estimated Accuracy
 PF0088;SPC ME W     -   134,840.      890,180.      MT  (+/- 180 meters Scaled)
 PF0088
 PF0088                          SUPERSEDED SURVEY CONTROL
 PF0088
 PF0088  NGVD 29 (??/??/92)   78.138  (m)          256.36   (f) ADJ UNCH    1 1
 PF0088
 PF0088.Superseded values are not recommended for survey control.
 PF0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0088.See file dsdata.txt to determine how the superseded data were derived.
 PF0088
 PF0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ967778(NAD 83)
 PF0088_MARKER: DB = BENCH MARK DISK
 PF0088_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PF0088_SP_SET: FOUNDATION OF BUILDING
 PF0088_STAMPING: L 164 1966
 PF0088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0088
 PF0088  HISTORY     - Date     Condition        Report By
 PF0088  HISTORY     - 1966     MONUMENTED       CGS
 PF0088  HISTORY     - 1974     GOOD             NGS
 PF0088  HISTORY     - 1978     GOOD             NGS
 PF0088  HISTORY     - 1979     GOOD             NGS
 PF0088
 PF0088                          STATION DESCRIPTION
 PF0088
 PF0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PF0088'AT LEWISTON-AUBURN AP.
 PF0088'AT LEWISTON-AUBURN MUNICIPAL AIRPORT, AT THE ADMINISTRATION
 PF0088'BUILDING, SET VERTICALLY IN THE NORTHWEST FACE NEAR THE NORTH
 PF0088'CORNER OF THE FOUNDATION OF THE BUILDING, 1.3 FEET SOUTHWEST
 PF0088'OF THE NORTH CORNER, 41 FEET NORTHEAST OF THE MAIN ENTRANCE,
 PF0088'AND ABOUT 0.8 FOOT ABOVE THE LEVEL OF THE GROUND.
 PF0088
 PF0088                          STATION RECOVERY (1974)
 PF0088
 PF0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 PF0088'RECOVERED IN GOOD CONDITION.
 PF0088
 PF0088                          STATION RECOVERY (1978)
 PF0088
 PF0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PF0088'RECOVERED IN GOOD CONDITION.
 PF0088
 PF0088                          STATION RECOVERY (1979)
 PF0088
 PF0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 PF0088'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1428 ***********************************************************************
 PE1428  DESIGNATION -  L 165
 PE1428  PID         -  PE1428
 PE1428  STATE/COUNTY-  ME/KENNEBEC
 PE1428  USGS QUAD   -  WATERVILLE (1982)
 PE1428
 PE1428                         *CURRENT SURVEY CONTROL
 PE1428  ___________________________________________________________________
 PE1428* NAD 83(1986)-  44 31 54.     (N)    069 44 31.     (W)     SCALED    
 PE1428* NAVD 88     -        80.159  (meters)     262.99   (feet)  ADJUSTED  
 PE1428  ___________________________________________________________________
 PE1428  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 PE1428  DYNAMIC HT  -          80.153 (meters)     262.97  (feet)  COMP
 PE1428  MODELED GRAV-     980,540.1   (mgal)                       NAVD 88
 PE1428  OBS GRAVITY -     980,543.6   (mgal)                       GRAV_OBS
 PE1428
 PE1428  VERT ORDER  -  FIRST     CLASS I
 PE1428
 PE1428.The horizontal coordinates were scaled from a topographic map and have
 PE1428.an estimated accuracy of +/- 6 seconds.
 PE1428
 PE1428.The orthometric height was determined by differential leveling
 PE1428.and adjusted by the National Geodetic Survey in June 1991..
 PE1428
 PE1428.The geoid height was determined by GEOID03.
 PE1428
 PE1428.The dynamic height is computed by dividing the NAVD 88
 PE1428.geopotential number by the normal gravity value computed on the
 PE1428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1428.degrees latitude (g = 980.6199 gals.).
 PE1428
 PE1428.The modeled gravity was interpolated from observed gravity values.
 PE1428.The observed gravity was obtained from relative gravimeter ties
 PE1428.to the IGSN71 gravity network.
 PE1428
 PE1428;                    North         East    Units  Estimated Accuracy
 PE1428;SPC ME W     -   188,780.      933,760.      MT  (+/- 180 meters Scaled)
 PE1428
 PE1428                          SUPERSEDED SURVEY CONTROL
 PE1428
 PE1428  NGVD 29 (??/??/92)   80.352  (m)          263.62   (f) ADJ UNCH    1 1
 PE1428
 PE1428.Superseded values are not recommended for survey control.
 PE1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1428.See file dsdata.txt to determine how the superseded data were derived.
 PE1428
 PE1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK410311(NAD 83)
 PE1428_MARKER: DB = BENCH MARK DISK
 PE1428_SETTING: 80 = SET IN A BOULDER
 PE1428_SP_SET: BOULDER
 PE1428_STAMPING: L 165 1966
 PE1428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1428+STABILITY: SURFACE MOTION
 PE1428
 PE1428  HISTORY     - Date     Condition        Report By
 PE1428  HISTORY     - 1966     MONUMENTED       CGS
 PE1428  HISTORY     - 1978     GOOD             DOD
 PE1428
 PE1428                          STATION DESCRIPTION
 PE1428
 PE1428'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE1428'1.6 MI SW FROM OAKLAND.
 PE1428'ABOUT 1.6 MILES SOUTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM
 PE1428'THE POST OFFICE AT OAKLAND, ABOUT 1.05 MILES SOUTHWEST OF THE
 PE1428'OVERPASS CROSSING OF STATE HIGHWAY 11, ABOUT 0.5 MILE SOUTHWEST
 PE1428'OF MILEPOST P 78/V176, ABOUT 0.1 MILE NORTHEAST OF A PRIVATE
 PE1428'ROAD CROSSING, NEAR AN ABANDONED RAILROAD CROSSING, IN THE TOP
 PE1428'OF A 4-BY-6-FOOT EMBEDDED BOULDER AT THE NORTHEAST END OF A DIRT
 PE1428'CUT, 23 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK,
 PE1428'13 FEET SOUTHWEST OF THE CENTER LINE OF THE OLD ROADBED, 0.5
 PE1428'FOOT NORTHEAST OF THE SOUTWEST EDGE OF THE BOULDER, AND ABOUT
 PE1428'3 FEET ABOVE THE LEVEL OF THE TRACK.
 PE1428
 PE1428                          STATION RECOVERY (1978)
 PE1428
 PE1428'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE1428'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0879 ***********************************************************************
 PF0879  DESIGNATION -  L 166
 PF0879  PID         -  PF0879
 PF0879  STATE/COUNTY-  ME/KENNEBEC
 PF0879  USGS QUAD   -  WAYNE (1966)
 PF0879
 PF0879                         *CURRENT SURVEY CONTROL
 PF0879  ___________________________________________________________________
 PF0879* NAD 83(1986)-  44 15 21.     (N)    070 01 22.     (W)     SCALED    
 PF0879* NAVD 88     -        65.807  (meters)     215.90   (feet)  ADJUSTED  
 PF0879  ___________________________________________________________________
 PF0879  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 PF0879  DYNAMIC HT  -          65.801 (meters)     215.88  (feet)  COMP
 PF0879  MODELED GRAV-     980,523.5   (mgal)                       NAVD 88
 PF0879  OBS GRAVITY -     980,525.5   (mgal)                       GRAV_OBS
 PF0879
 PF0879  VERT ORDER  -  FIRST     CLASS I
 PF0879
 PF0879.The horizontal coordinates were scaled from a topographic map and have
 PF0879.an estimated accuracy of +/- 6 seconds.
 PF0879
 PF0879.The orthometric height was determined by differential leveling
 PF0879.and adjusted by the National Geodetic Survey in June 1991..
 PF0879
 PF0879.The geoid height was determined by GEOID03.
 PF0879
 PF0879.The dynamic height is computed by dividing the NAVD 88
 PF0879.geopotential number by the normal gravity value computed on the
 PF0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0879.degrees latitude (g = 980.6199 gals.).
 PF0879
 PF0879.The modeled gravity was interpolated from observed gravity values.
 PF0879.The observed gravity was obtained from relative gravimeter ties
 PF0879.to the IGSN71 gravity network.
 PF0879
 PF0879;                    North         East    Units  Estimated Accuracy
 PF0879;SPC ME W     -   158,050.      911,490.      MT  (+/- 180 meters Scaled)
 PF0879
 PF0879                          SUPERSEDED SURVEY CONTROL
 PF0879
 PF0879  NGVD 29 (??/??/92)   65.99   (m)          216.5    (f) COMPUTED    1 1
 PF0879
 PF0879.Superseded values are not recommended for survey control.
 PF0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0879.See file dsdata.txt to determine how the superseded data were derived.
 PF0879
 PF0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK183007(NAD 83)
 PF0879_MARKER: DB = BENCH MARK DISK
 PF0879_SETTING: 66 = SET IN ROCK OUTCROP
 PF0879_SP_SET: ROCK LEDGE
 PF0879_STAMPING: L 166 1966
 PF0879_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PF0879+STABILITY: POSITION/ELEVATION WELL
 PF0879
 PF0879  HISTORY     - Date     Condition        Report By
 PF0879  HISTORY     - 1966     MONUMENTED       CGS
 PF0879
 PF0879                          STATION DESCRIPTION
 PF0879
 PF0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PF0879'1.4 MI NE FROM MONMOUTH.
 PF0879'ABOUT 1.4 MILES NORTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM
 PF0879'THE CROSSING OF STATE HIGHWAY 132, ABOUT 1.25 MILE SOUTHWEST
 PF0879'OF A GRADED ROAD CROSSING, ABOUT 0.85 MILE NORTHEAST OF THE
 PF0879'CROSSING OF STATE HIGHWAY 135, ABOUT 0.45 MILE NORTHEAST OF
 PF0879'MILEPOST P 52/V202, SET IN THE TOP OF A 3-FOOT HIGH BY 45-FOOT
 PF0879'LONG ROCK LEDGE THAT IS PART OF A LONG DIRT CUT, 12.0 FEET
 PF0879'NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, 0.7 FOOT
 PF0879'NORTHWEST OF THE SOUTHEAST EDGE OF THE ROCK LEDGE, AND ABOUT
 PF0879'LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0146 ***********************************************************************
 PD0146  DESIGNATION -  L 167
 PD0146  PID         -  PD0146
 PD0146  STATE/COUNTY-  ME/WASHINGTON
 PD0146  USGS QUAD   -  HADLEY LAKE (1987)
 PD0146
 PD0146                         *CURRENT SURVEY CONTROL
 PD0146  ___________________________________________________________________
 PD0146* NAD 83(1986)-  44 48 33.     (N)    067 24 59.     (W)     SCALED    
 PD0146* NAVD 88     -        29.205  (meters)      95.82   (feet)  ADJUSTED  
 PD0146  ___________________________________________________________________
 PD0146  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 PD0146  DYNAMIC HT  -          29.204 (meters)      95.81  (feet)  COMP
 PD0146  MODELED GRAV-     980,588.5   (mgal)                       NAVD 88
 PD0146
 PD0146  VERT ORDER  -  FIRST     CLASS I
 PD0146
 PD0146.The horizontal coordinates were scaled from a topographic map and have
 PD0146.an estimated accuracy of +/- 6 seconds.
 PD0146
 PD0146.The orthometric height was determined by differential leveling
 PD0146.and adjusted by the National Geodetic Survey in June 1991..
 PD0146
 PD0146.The geoid height was determined by GEOID03.
 PD0146
 PD0146.The dynamic height is computed by dividing the NAVD 88
 PD0146.geopotential number by the normal gravity value computed on the
 PD0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0146.degrees latitude (g = 980.6199 gals.).
 PD0146
 PD0146.The modeled gravity was interpolated from observed gravity values.
 PD0146
 PD0146;                    North         East    Units  Estimated Accuracy
 PD0146;SPC ME E     -   127,510.      385,710.      MT  (+/- 180 meters Scaled)
 PD0146
 PD0146                          SUPERSEDED SURVEY CONTROL
 PD0146
 PD0146  NGVD 29 (??/??/92)   29.411  (m)           96.49   (f) ADJ UNCH    1 1
 PD0146
 PD0146.Superseded values are not recommended for survey control.
 PD0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0146.See file dsdata.txt to determine how the superseded data were derived.
 PD0146
 PD0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK252629(NAD 83)
 PD0146_MARKER: DB = BENCH MARK DISK
 PD0146_SETTING: 80 = SET IN A BOULDER
 PD0146_SP_SET: BOULDER
 PD0146_STAMPING: L 167 1966
 PD0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0146+STABILITY: SURFACE MOTION
 PD0146
 PD0146  HISTORY     - Date     Condition        Report By
 PD0146  HISTORY     - 1966     MONUMENTED       CGS
 PD0146  HISTORY     - 1978     GOOD             DMA
 PD0146
 PD0146                          STATION DESCRIPTION
 PD0146
 PD0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PD0146'3.4 MI N FROM JACKSONVILLE.
 PD0146'3.45 MILES NORTH ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PD0146'CROSSING OF STATE HIGHWAY 191 AT JACKSONVILLE, 594 FEET NORTH
 PD0146'OF MILEPOST C35/P235, IN THE TOP OF A 6-BY-11-FOOT EXPOSED PORTION
 PD0146'OF AN EMBEDDED BOULDER THAT PROJECTS 3 FEET ABOVE THE GROUND, 46.7
 PD0146'FEET EAST OF THE EAST RAIL, 2 FEET WEST OF THE EAST EDGE OF
 PD0146'THE BOULDER, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK.
 PD0146
 PD0146                          STATION RECOVERY (1978)
 PD0146
 PD0146'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PD0146'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0178 ***********************************************************************
 PD0178  DESIGNATION -  L 168
 PD0178  PID         -  PD0178
 PD0178  STATE/COUNTY-  ME/WASHINGTON
 PD0178  USGS QUAD   -  PORCUPINE MOUNTAIN (1987)
 PD0178
 PD0178                         *CURRENT SURVEY CONTROL
 PD0178  ___________________________________________________________________
 PD0178* NAD 83(1986)-  44 57 24.     (N)    067 15 48.     (W)     SCALED    
 PD0178* NAVD 88     -        37.892  (meters)     124.32   (feet)  ADJUSTED  
 PD0178  ___________________________________________________________________
 PD0178  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 PD0178  DYNAMIC HT  -          37.891 (meters)     124.31  (feet)  COMP
 PD0178  MODELED GRAV-     980,589.0   (mgal)                       NAVD 88
 PD0178
 PD0178  VERT ORDER  -  FIRST     CLASS I
 PD0178
 PD0178.The horizontal coordinates were scaled from a topographic map and have
 PD0178.an estimated accuracy of +/- 6 seconds.
 PD0178
 PD0178.The orthometric height was determined by differential leveling
 PD0178.and adjusted by the National Geodetic Survey in June 1991..
 PD0178
 PD0178.The geoid height was determined by GEOID03.
 PD0178
 PD0178.The dynamic height is computed by dividing the NAVD 88
 PD0178.geopotential number by the normal gravity value computed on the
 PD0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0178.degrees latitude (g = 980.6199 gals.).
 PD0178
 PD0178.The modeled gravity was interpolated from observed gravity values.
 PD0178
 PD0178;                    North         East    Units  Estimated Accuracy
 PD0178;SPC ME E     -   144,070.      397,570.      MT  (+/- 180 meters Scaled)
 PD0178
 PD0178                          SUPERSEDED SURVEY CONTROL
 PD0178
 PD0178  NGVD 29 (??/??/92)   38.098  (m)          124.99   (f) ADJ UNCH    1 1
 PD0178
 PD0178.Superseded values are not recommended for survey control.
 PD0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0178.See file dsdata.txt to determine how the superseded data were derived.
 PD0178
 PD0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK369796(NAD 83)
 PD0178_MARKER: DB = BENCH MARK DISK
 PD0178_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PD0178_SP_SET: 14.0 FEET
 PD0178_STAMPING: L 168 1966
 PD0178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PD0178
 PD0178  HISTORY     - Date     Condition        Report By
 PD0178  HISTORY     - 1966     MONUMENTED       CGS
 PD0178  HISTORY     - 1978     GOOD             DMA
 PD0178
 PD0178                          STATION DESCRIPTION
 PD0178
 PD0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PD0178'2.7 MI SW FROM AYRES JCT.
 PD0178'2.7 MILES SOUTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PD0178'CROSSING OF STATE HIGHWAY 214 AT AYERS JCT., ABOUT 0.45 MILE
 PD0178'SOUTHWEST OF MILEPOST C18/P252, NEAR THE CROSSING OF SHAW MEADOW
 PD0178'ROAD, 95 FEET SOUTH OF THE CENTER OF THE CROSSING, 47.5 FEET
 PD0178'SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 26 FEET
 PD0178'SOUTHWEST OF THE CENTER LINE OF A GRAVELED ROAD, 2 1/2 FEET
 PD0178'NORTHWEST OF POWER LINE POLE NO. 63.50, 2 SOUTHEAST OF METAL
 PD0178'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND IS
 PD0178'A DISK ON TOP OF COPPER COATED STEEL ROD PROJECTING 0.1 FOOT
 PD0178'AND PROTECTED BY A 5-INCH IRON PIPE PROJECTING 0.2 FOOT.  THE
 PD0178'ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 14.0 FEET.
 PD0178
 PD0178                          STATION RECOVERY (1978)
 PD0178
 PD0178'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PD0178'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0229 ***********************************************************************
 PE0229  DESIGNATION -  L 169
 PE0229  PID         -  PE0229
 PE0229  STATE/COUNTY-  ME/HANCOCK
 PE0229  USGS QUAD   -  WINTER HARBOR (1985)
 PE0229
 PE0229                         *CURRENT SURVEY CONTROL
 PE0229  ___________________________________________________________________
 PE0229* NAD 83(1986)-  44 23 24.     (N)    068 01 58.     (W)     SCALED    
 PE0229* NAVD 88     -        20.979  (meters)      68.83   (feet)  ADJUSTED  
 PE0229  ___________________________________________________________________
 PE0229  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 PE0229  DYNAMIC HT  -          20.978 (meters)      68.83  (feet)  COMP
 PE0229  MODELED GRAV-     980,565.3   (mgal)                       NAVD 88
 PE0229
 PE0229  VERT ORDER  -  SECOND    CLASS 0
 PE0229
 PE0229.The horizontal coordinates were scaled from a topographic map and have
 PE0229.an estimated accuracy of +/- 6 seconds.
 PE0229
 PE0229.The orthometric height was determined by differential leveling
 PE0229.and adjusted by the National Geodetic Survey in June 1991..
 PE0229
 PE0229.The geoid height was determined by GEOID03.
 PE0229
 PE0229.The dynamic height is computed by dividing the NAVD 88
 PE0229.geopotential number by the normal gravity value computed on the
 PE0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0229.degrees latitude (g = 980.6199 gals.).
 PE0229
 PE0229.The modeled gravity was interpolated from observed gravity values.
 PE0229
 PE0229;                    North         East    Units  Estimated Accuracy
 PE0229;SPC ME E     -    80,470.      337,220.      MT  (+/- 180 meters Scaled)
 PE0229
 PE0229                          SUPERSEDED SURVEY CONTROL
 PE0229
 PE0229  NGVD 29 (??/??/92)   21.179  (m)           69.48   (f) ADJ UNCH    2 0
 PE0229
 PE0229.Superseded values are not recommended for survey control.
 PE0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0229.See file dsdata.txt to determine how the superseded data were derived.
 PE0229
 PE0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK770156(NAD 83)
 PE0229_MARKER: DB = BENCH MARK DISK
 PE0229_SETTING: 66 = SET IN ROCK OUTCROP
 PE0229_SP_SET: BEDROCK
 PE0229_STAMPING: L 169 1966
 PE0229_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0229+STABILITY: POSITION/ELEVATION WELL
 PE0229
 PE0229  HISTORY     - Date     Condition        Report By
 PE0229  HISTORY     - 1966     MONUMENTED       CGS
 PE0229  HISTORY     - 19950630 GOOD             USPSQD
 PE0229
 PE0229                          STATION DESCRIPTION
 PE0229
 PE0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE0229'1.8 MI SW FROM PROSPECT HARBOR.
 PE0229'1.8 MILES SOUTHWEST ALONG STATE HIGHWAY 186 FROM THE POST OFFICE
 PE0229'AT PROSPECT HARBOR, 0.4 MILE NORTHEAST OF THE POST OFFICE AT
 PE0229'BIRCH HARBOR, AT THE OUTSIDE OF A CURVE, ON PRIVATE PROPERTY,
 PE0229'PERMISSION GRANTED, SET ON THE TOP OF THE NORTHWEST SIDE OF A
 PE0229'LARGE 55=BY-30 FEET MASS OF EXPOSED BEDROCK, 69 1/2 FEET
 PE0229'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 51 FEET WEST OF THE
 PE0229'WEST CORNER OF A ONE STORY FRAME HOUSE, 45 FEET SOUTHEAST OF
 PE0229'POWER LINE POLE NO. 83-93, AND ABOUT 1 FOOT ABOVE THE LEVEL OF
 PE0229'THE HIGHWAY.
 PE0229
 PE0229                          STATION RECOVERY (1995)
 PE0229
 PE0229'RECOVERY NOTE BY US POWER SQUADRON 1995
 PE0229'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1287 ***********************************************************************
 PE1287  DESIGNATION -  L 17
 PE1287  PID         -  PE1287
 PE1287  STATE/COUNTY-  ME/LINCOLN
 PE1287  USGS QUAD   -  DAMARISCOTTA (1979)
 PE1287
 PE1287                         *CURRENT SURVEY CONTROL
 PE1287  ___________________________________________________________________
 PE1287* NAD 83(1986)-  44 01 45.     (N)    069 34 15.     (W)     SCALED    
 PE1287* NAVD 88     -        17.405  (meters)      57.10   (feet)  ADJUSTED  
 PE1287  ___________________________________________________________________
 PE1287  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 PE1287  DYNAMIC HT  -          17.404 (meters)      57.10  (feet)  COMP
 PE1287  MODELED GRAV-     980,526.6   (mgal)                       NAVD 88
 PE1287
 PE1287  VERT ORDER  -  SECOND    CLASS 0
 PE1287
 PE1287.The horizontal coordinates were scaled from a topographic map and have
 PE1287.an estimated accuracy of +/- 6 seconds.
 PE1287
 PE1287.The orthometric height was determined by differential leveling
 PE1287.and adjusted by the National Geodetic Survey in June 1991..
 PE1287
 PE1287.The geoid height was determined by GEOID03.
 PE1287
 PE1287.The dynamic height is computed by dividing the NAVD 88
 PE1287.geopotential number by the normal gravity value computed on the
 PE1287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1287.degrees latitude (g = 980.6199 gals.).
 PE1287
 PE1287.The modeled gravity was interpolated from observed gravity values.
 PE1287
 PE1287;                    North         East    Units  Estimated Accuracy
 PE1287;SPC ME W     -   133,030.      947,770.      MT  (+/- 180 meters Scaled)
 PE1287
 PE1287                          SUPERSEDED SURVEY CONTROL
 PE1287
 PE1287  NGVD 29 (??/??/92)   17.616  (m)           57.80   (f) ADJ UNCH    2 0
 PE1287
 PE1287.Superseded values are not recommended for survey control.
 PE1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1287.See file dsdata.txt to determine how the superseded data were derived.
 PE1287
 PE1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ542752(NAD 83)
 PE1287_MARKER: DB = BENCH MARK DISK
 PE1287_SETTING: 66 = SET IN ROCK OUTCROP
 PE1287_SP_SET: ROCK OUTCROP
 PE1287_STAMPING: L 17 1933
 PE1287_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1287+STABILITY: POSITION/ELEVATION WELL
 PE1287
 PE1287  HISTORY     - Date     Condition        Report By
 PE1287  HISTORY     - 1933     MONUMENTED       CGS
 PE1287  HISTORY     - 1976     GOOD             MEDT
 PE1287
 PE1287                          STATION DESCRIPTION
 PE1287
 PE1287'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PE1287'2.6 MI NE FROM SOUTH NEWCASTLE.
 PE1287'2.6 MILES NORTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE1287'STATION AT SOUTH NEWCASTLE STATION, LINCOLN COUNTY, 0.4 MILE
 PE1287'WEST OF MILEPOST P 55, AT A ROAD CROSSING, 28 YARDS SOUTH OF THE
 PE1287'CENTERLINE OF THE TRACK, 6 YARDS WEST OF THE CENTERLINE OF THE
 PE1287'ROAD, 40 YARDS SOUTHEAST OF THE POINT OF A SWITCH OF A SIDE TRACK,
 PE1287'IN THE TOP OF A LARGE GRANITE OUTCROP, AND 3 FEET HIGHER THAN
 PE1287'THE ROAD.  A STANDARD DISK, STAMPED L 17 1933.
 PE1287
 PE1287                          STATION RECOVERY (1976)
 PE1287
 PE1287'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1976
 PE1287'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0059 ***********************************************************************
 RF0059  DESIGNATION -  L 17
 RF0059  PID         -  RF0059
 RF0059  STATE/COUNTY-  ME/AROOSTOOK
 RF0059  USGS QUAD   -  SQUA PAN LAKE WEST (1986)
 RF0059
 RF0059                         *CURRENT SURVEY CONTROL
 RF0059  ___________________________________________________________________
 RF0059* NAD 83(1986)-  46 33 27.     (N)    068 15 33.     (W)     SCALED    
 RF0059* NAVD 88     -       214.267  (meters)     702.97   (feet)  ADJUSTED  
 RF0059  ___________________________________________________________________
 RF0059  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 RF0059  DYNAMIC HT  -         214.286 (meters)     703.04  (feet)  COMP
 RF0059  MODELED GRAV-     980,694.8   (mgal)                       NAVD 88
 RF0059
 RF0059  VERT ORDER  -  SECOND    CLASS 0
 RF0059
 RF0059.The horizontal coordinates were scaled from a topographic map and have
 RF0059.an estimated accuracy of +/- 6 seconds.
 RF0059
 RF0059.The orthometric height was determined by differential leveling
 RF0059.and adjusted by the National Geodetic Survey in June 1991..
 RF0059
 RF0059.The geoid height was determined by GEOID03.
 RF0059
 RF0059.The dynamic height is computed by dividing the NAVD 88
 RF0059.geopotential number by the normal gravity value computed on the
 RF0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0059.degrees latitude (g = 980.6199 gals.).
 RF0059
 RF0059.The modeled gravity was interpolated from observed gravity values.
 RF0059
 RF0059;                    North         East    Units  Estimated Accuracy
 RF0059;SPC ME E     -   321,270.      318,470.      MT  (+/- 180 meters Scaled)
 RF0059
 RF0059                          SUPERSEDED SURVEY CONTROL
 RF0059
 RF0059  NGVD 29 (??/??/92)  214.436  (m)          703.53   (f) ADJ UNCH    2 0
 RF0059
 RF0059.Superseded values are not recommended for survey control.
 RF0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0059.See file dsdata.txt to determine how the superseded data were derived.
 RF0059
 RF0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM567562(NAD 83)
 RF0059_MARKER: DD = SURVEY DISK
 RF0059_SETTING: 80 = SET IN A BOULDER
 RF0059_SP_SET: BOULDER
 RF0059_STAMPING: L 17 1930
 RF0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0059+STABILITY: SURFACE MOTION
 RF0059
 RF0059  HISTORY     - Date     Condition        Report By
 RF0059  HISTORY     - 1930     MONUMENTED       USGS
 RF0059  HISTORY     - 1935     GOOD             NGS
 RF0059
 RF0059                          STATION DESCRIPTION
 RF0059
 RF0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RF0059'6 MI NE FROM SQUA PAN.
 RF0059'ABOUT 6.0 MILES NORTHEAST ALONG THE BANGOR AND AROOSTOOK RAILROAD
 RF0059'FROM THE STATION AT SQUA PAN, AROOSTOOK COUNTY, ABOUT 48 YARDS
 RF0059'WEST OF MILEPOST 6, AT THE MIDDLE OF A SHARP CURVE, 20 FEET SOUTH
 RF0059'OF THE SOUTH RAIL, AND IN THE TOP OF A BOULDER.  A UNITED STATES
 RF0059'GEOLOGICAL SURVEY STANDARD DISK, STAMPED L 17 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0093 ***********************************************************************
 PE0093  DESIGNATION -  L 170
 PE0093  PID         -  PE0093
 PE0093  STATE/COUNTY-  ME/HANCOCK
 PE0093  USGS QUAD   -  SULLIVAN (1982)
 PE0093
 PE0093                         *CURRENT SURVEY CONTROL
 PE0093  ___________________________________________________________________
 PE0093* NAD 83(1986)-  44 33 37.     (N)    068 14 44.     (W)     SCALED    
 PE0093* NAVD 88     -        26.178  (meters)      85.89   (feet)  ADJUSTED  
 PE0093  ___________________________________________________________________
 PE0093  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 PE0093  DYNAMIC HT  -          26.176 (meters)      85.88  (feet)  COMP
 PE0093  MODELED GRAV-     980,566.3   (mgal)                       NAVD 88
 PE0093
 PE0093  VERT ORDER  -  SECOND    CLASS 0
 PE0093
 PE0093.The horizontal coordinates were scaled from a topographic map and have
 PE0093.an estimated accuracy of +/- 6 seconds.
 PE0093
 PE0093.The orthometric height was determined by differential leveling
 PE0093.and adjusted by the National Geodetic Survey in June 1991..
 PE0093
 PE0093.The geoid height was determined by GEOID03.
 PE0093
 PE0093.The dynamic height is computed by dividing the NAVD 88
 PE0093.geopotential number by the normal gravity value computed on the
 PE0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0093.degrees latitude (g = 980.6199 gals.).
 PE0093
 PE0093.The modeled gravity was interpolated from observed gravity values.
 PE0093
 PE0093;                    North         East    Units  Estimated Accuracy
 PE0093;SPC ME E     -    99,320.      320,210.      MT  (+/- 180 meters Scaled)
 PE0093
 PE0093                          SUPERSEDED SURVEY CONTROL
 PE0093
 PE0093  NGVD 29 (??/??/92)   26.381  (m)           86.55   (f) ADJ UNCH    2 0
 PE0093
 PE0093.Superseded values are not recommended for survey control.
 PE0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0093.See file dsdata.txt to determine how the superseded data were derived.
 PE0093
 PE0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK599343(NAD 83)
 PE0093_MARKER: DB = BENCH MARK DISK
 PE0093_SETTING: 66 = SET IN ROCK OUTCROP
 PE0093_SP_SET: ROCK OUTCROP
 PE0093_STAMPING: L 170 1966
 PE0093_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0093+STABILITY: POSITION/ELEVATION WELL
 PE0093
 PE0093  HISTORY     - Date     Condition        Report By
 PE0093  HISTORY     - 1966     MONUMENTED       CGS
 PE0093
 PE0093                          STATION DESCRIPTION
 PE0093
 PE0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE0093'2.5 MI NW FROM WEST SULLIVAN.
 PE0093'2.5 MILES NORTHWEST ALONG A BLACK TOPPED ROAD FROM THE JUNCTION
 PE0093'OF U.S. HIGHWAY 1 AT WEST SULLIVAN, SET ON TOP AND NEAR THE
 PE0093'EAST CORNER OF A ROCK OUTCROP WHICH IS 21 FEET LONG-12 FEET
 PE0093'WIDE AND 2 FEET ABOVE THE LEVEL OF THE GROUND, 80 1/2 FEET
 PE0093'WEST OF AND ACROSS THE ROAD FROM THE NORTH CORNER OF A ONE STORY
 PE0093'FRAME HOUSE, 22 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 PE0093'2 1/2 FEET WEST OF THE EAST CORNER OF THE OUTCROP OF ROCK AND
 PE0093'1 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0730 ***********************************************************************
 PF0730  DESIGNATION -  L 171
 PF0730  PID         -  PF0730
 PF0730  STATE/COUNTY-  ME/ANDROSCOGGIN
 PF0730  USGS QUAD   -  MECHANIC FALLS (1981)
 PF0730
 PF0730                         *CURRENT SURVEY CONTROL
 PF0730  ___________________________________________________________________
 PF0730* NAD 83(1986)-  44 06 33.     (N)    070 22 46.     (W)     SCALED    
 PF0730* NAVD 88     -        84.541  (meters)     277.36   (feet)  ADJUSTED  
 PF0730  ___________________________________________________________________
 PF0730  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 PF0730  DYNAMIC HT  -          84.530 (meters)     277.33  (feet)  COMP
 PF0730  MODELED GRAV-     980,484.8   (mgal)                       NAVD 88
 PF0730
 PF0730  VERT ORDER  -  FIRST     CLASS II
 PF0730
 PF0730.The horizontal coordinates were scaled from a topographic map and have
 PF0730.an estimated accuracy of +/- 6 seconds.
 PF0730
 PF0730.The orthometric height was determined by differential leveling
 PF0730.and adjusted by the National Geodetic Survey in June 1991..
 PF0730
 PF0730.The geoid height was determined by GEOID03.
 PF0730
 PF0730.The dynamic height is computed by dividing the NAVD 88
 PF0730.geopotential number by the normal gravity value computed on the
 PF0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0730.degrees latitude (g = 980.6199 gals.).
 PF0730
 PF0730.The modeled gravity was interpolated from observed gravity values.
 PF0730
 PF0730;                    North         East    Units  Estimated Accuracy
 PF0730;SPC ME W     -   141,770.      882,970.      MT  (+/- 180 meters Scaled)
 PF0730
 PF0730                          SUPERSEDED SURVEY CONTROL
 PF0730
 PF0730.No superseded survey control is available for this station.
 PF0730
 PF0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ896849(NAD 83)
 PF0730_MARKER: DB = BENCH MARK DISK
 PF0730_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PF0730_SP_SET: STAINLESS STEEL ROD
 PF0730_STAMPING: L 171 1978
 PF0730_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0730
 PF0730  HISTORY     - Date     Condition        Report By
 PF0730  HISTORY     - 1978     MONUMENTED       NGS
 PF0730
 PF0730                          STATION DESCRIPTION
 PF0730
 PF0730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PF0730'0.5 MI SE FROM MECHANIC FALLS.
 PF0730'0.5 MI. SOUTHEAST ALONG STATE HIGHWAY 121 FROM THE PLEASANT STREET
 PF0730'BRIDGE OVER THE LITTLE ANDROSCOGGIN RIVER AT MECHANIC FALLS, 0.05 MI.
 PF0730'SOUTHEAST OF THE MECHANIC FALLS MUNICIPAL BUILDING, AT THE MUNICIPAL
 PF0730'TENNIS COURT, 21.9 FT. NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 PF0730'97 FT. SOUTHEAST OF THE CENTER LINE OF THE PAVED ENTRANCE TO THE
 PF0730'MUNICIPAL BUILDING, 78.9 FT. EAST OF AND ACROSS THE HIGHWAY FROM THE
 PF0730'EAST CORNER OF A RED FRAME HOUSE NUMBER 95, 6.2 FT. SOUTHWEST OF A
 PF0730'10-FOOT CHAIN  LINK FENCE, 2.1 FT. NORTHWEST OF POWER POLE 272, THE
 PF0730'DISK IS 2 INCHES BELOW THE SURFACE OF THE GROUND, ACCESS TO WHICH IS
 PF0730'HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0767 ***********************************************************************
 PF0767  DESIGNATION -  L 172
 PF0767  PID         -  PF0767
 PF0767  STATE/COUNTY-  ME/OXFORD
 PF0767  USGS QUAD   -  GREENWOOD (1967)
 PF0767
 PF0767                         *CURRENT SURVEY CONTROL
 PF0767  ___________________________________________________________________
 PF0767* NAD 83(1986)-  44 21 35.     (N)    070 37 42.     (W)     SCALED    
 PF0767* NAVD 88     -       280.122  (meters)     919.03   (feet)  ADJUSTED  
 PF0767  ___________________________________________________________________
 PF0767  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 PF0767  DYNAMIC HT  -         280.087 (meters)     918.92  (feet)  COMP
 PF0767  MODELED GRAV-     980,487.2   (mgal)                       NAVD 88
 PF0767
 PF0767  VERT ORDER  -  FIRST     CLASS II
 PF0767
 PF0767.The horizontal coordinates were scaled from a topographic map and have
 PF0767.an estimated accuracy of +/- 6 seconds.
 PF0767
 PF0767.The orthometric height was determined by differential leveling
 PF0767.and adjusted by the National Geodetic Survey in June 1991..
 PF0767
 PF0767.The geoid height was determined by GEOID03.
 PF0767
 PF0767.The dynamic height is computed by dividing the NAVD 88
 PF0767.geopotential number by the normal gravity value computed on the
 PF0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0767.degrees latitude (g = 980.6199 gals.).
 PF0767
 PF0767.The modeled gravity was interpolated from observed gravity values.
 PF0767
 PF0767;                    North         East    Units  Estimated Accuracy
 PF0767;SPC ME W     -   169,690.      863,200.      MT  (+/- 180 meters Scaled)
 PF0767
 PF0767                          SUPERSEDED SURVEY CONTROL
 PF0767
 PF0767.No superseded survey control is available for this station.
 PF0767
 PF0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK702131(NAD 83)
 PF0767_MARKER: DB = BENCH MARK DISK
 PF0767_SETTING: 66 = SET IN ROCK OUTCROP
 PF0767_SP_SET: OUTCROP
 PF0767_STAMPING: L 172 1978
 PF0767_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PF0767+STABILITY: POSITION/ELEVATION WELL
 PF0767
 PF0767  HISTORY     - Date     Condition        Report By
 PF0767  HISTORY     - 1978     MONUMENTED       NGS
 PF0767
 PF0767                          STATION DESCRIPTION
 PF0767
 PF0767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PF0767'1.55 MI SE FROM BRYANT POND.
 PF0767'0.25 MILE SOUTHEAST ALONG RAILROAD STREET FROM THE POST OFFICE AT
 PF0767'BRYANT POND, THENCE 1.3 MI. SOUTHEAST ALONG OLD COUNTY ROAD (BIRCH
 PF0767'STREET), 0.7 MI. SOUTHEAST OF THE CROSSING OF THE CANADIAN NATIONAL
 PF0767'RAILROAD, AT THE T-JUNCTION OF A PRIVATE DRIVEWAY LEADING NORTHEAST
 PF0767'TO A RANCH-STYLE HOUSE, IN A SMALL CLEARING 62.2 FT. NORTHEAST OF THE
 PF0767'CENTER LINE OF THE ROAD, 32.9 FT. NORTHWEST OF THE CENTER LINE OF THE
 PF0767'DRIVEWAY, IN THE TOP OF THE HIGHEST POINT OF A PROMINENT 6 BY 12-FT.
 PF0767'ROCK OUTCROP, 3 FT. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0084 ***********************************************************************
 SF0084  DESIGNATION -  L 173
 SF0084  PID         -  SF0084
 SF0084  STATE/COUNTY-  ME/AROOSTOOK
 SF0084  USGS QUAD   -  FORT KENT SOUTH (1985)
 SF0084
 SF0084                         *CURRENT SURVEY CONTROL
 SF0084  ___________________________________________________________________
 SF0084* NAD 83(1986)-  47 14 48.     (N)    068 34 59.     (W)     SCALED    
 SF0084* NAVD 88     -       167.594  (meters)     549.85   (feet)  ADJUSTED  
 SF0084  ___________________________________________________________________
 SF0084  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 SF0084  DYNAMIC HT  -         167.618 (meters)     549.93  (feet)  COMP
 SF0084  MODELED GRAV-     980,752.6   (mgal)                       NAVD 88
 SF0084
 SF0084  VERT ORDER  -  FIRST     CLASS II
 SF0084
 SF0084.The horizontal coordinates were scaled from a topographic map and have
 SF0084.an estimated accuracy of +/- 6 seconds.
 SF0084
 SF0084.The orthometric height was determined by differential leveling
 SF0084.and adjusted by the National Geodetic Survey in June 1991..
 SF0084
 SF0084.The geoid height was determined by GEOID03.
 SF0084
 SF0084.The dynamic height is computed by dividing the NAVD 88
 SF0084.geopotential number by the normal gravity value computed on the
 SF0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0084.degrees latitude (g = 980.6199 gals.).
 SF0084
 SF0084.The modeled gravity was interpolated from observed gravity values.
 SF0084
 SF0084;                    North         East    Units  Estimated Accuracy
 SF0084;SPC ME E     -   397,850.      293,710.      MT  (+/- 180 meters Scaled)
 SF0084
 SF0084                          SUPERSEDED SURVEY CONTROL
 SF0084
 SF0084.No superseded survey control is available for this station.
 SF0084
 SF0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN315326(NAD 83)
 SF0084_MARKER: DB = BENCH MARK DISK
 SF0084_SETTING: 66 = SET IN ROCK OUTCROP
 SF0084_SP_SET: ROCK OUTCROP
 SF0084_STAMPING: L 173 1978
 SF0084_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SF0084+STABILITY: POSITION/ELEVATION WELL
 SF0084
 SF0084  HISTORY     - Date     Condition        Report By
 SF0084  HISTORY     - 1978     MONUMENTED       NGS
 SF0084  HISTORY     - 1984     GOOD             LOCSUR
 SF0084
 SF0084                          STATION DESCRIPTION
 SF0084
 SF0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 SF0084'0.6 MI SE FROM FORT KENT.
 SF0084'0.55 MILES SOUTHEAST ALONG STATE HIGHWAY 11 FROM THE JUNCTION OF U.S.
 SF0084'HIGHWAY 1 AT FT. KENT, AT A VACANT LOT, OPPOSITE FT. KENT ELEMENTARY
 SF0084'SCHOOL, 133.0 FT. SOUTHWEST AND UP HILL FROM THE CENTER LINE OF THE
 SF0084'HIGHWAY, 39.6 FT. WEST OF A POWER POLE, 33.1 FT. NORTHWEST OF A SMALL
 SF0084'LONE FIR TREE, IN THE TOP OF A SLOPING ROCK LEDGE, FLUSH WITH THE
 SF0084'GROUND.
 SF0084
 SF0084                          STATION RECOVERY (1984)
 SF0084
 SF0084'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 SF0084'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1559 ***********************************************************************
 PE1559  DESIGNATION -  L 175
 PE1559  PID         -  PE1559
 PE1559  STATE/COUNTY-  ME/PENOBSCOT
 PE1559  USGS QUAD   -  PUSHAW LAKE (1977)
 PE1559
 PE1559                         *CURRENT SURVEY CONTROL
 PE1559  ___________________________________________________________________
 PE1559* NAD 83(1986)-  44 53 10.     (N)    068 50 14.     (W)     SCALED    
 PE1559* NAVD 88     -        40.230  (meters)     131.99   (feet)  ADJUSTED  
 PE1559  ___________________________________________________________________
 PE1559  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 PE1559  DYNAMIC HT  -          40.228 (meters)     131.98  (feet)  COMP
 PE1559  MODELED GRAV-     980,586.7   (mgal)                       NAVD 88
 PE1559
 PE1559  VERT ORDER  -  FIRST     CLASS II
 PE1559
 PE1559.The horizontal coordinates were scaled from a topographic map and have
 PE1559.an estimated accuracy of +/- 6 seconds.
 PE1559
 PE1559.The orthometric height was determined by differential leveling
 PE1559.and adjusted by the National Geodetic Survey in June 1991..
 PE1559
 PE1559.The geoid height was determined by GEOID03.
 PE1559
 PE1559.The dynamic height is computed by dividing the NAVD 88
 PE1559.geopotential number by the normal gravity value computed on the
 PE1559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1559.degrees latitude (g = 980.6199 gals.).
 PE1559
 PE1559.The modeled gravity was interpolated from observed gravity values.
 PE1559
 PE1559;                    North         East    Units  Estimated Accuracy
 PE1559;SPC ME E     -   135,540.      273,360.      MT  (+/- 180 meters Scaled)
 PE1559
 PE1559                          SUPERSEDED SURVEY CONTROL
 PE1559
 PE1559.No superseded survey control is available for this station.
 PE1559
 PE1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK128703(NAD 83)
 PE1559_MARKER: DB = BENCH MARK DISK
 PE1559_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PE1559_SP_SET: STAINLESS STEEL ROD
 PE1559_STAMPING: L 175 1978
 PE1559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE1559
 PE1559  HISTORY     - Date     Condition        Report By
 PE1559  HISTORY     - 1978     MONUMENTED       NGS
 PE1559  HISTORY     - 1980     GOOD             USGS
 PE1559
 PE1559                          STATION DESCRIPTION
 PE1559
 PE1559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PE1559'7.15 MI NW FROM BANGOR.
 PE1559'5.25 MILES NORTHWEST ALONG STATE HIGHWAY 15 FROM ITS JUNCTION WITH
 PE1559'U.S. HIGHWAY 2, THENCE 1.9 MILES NORTH ALONG STATE HIGHWAY 221, 18 FT.
 PE1559'EAST OF THE CENTER LINE OF THE STATE HIGHWAY, 101 FT. SOUTH OF THE
 PE1559'CENTER LINE OF A GRAVEL DRIVE LEADING TO A TWO STORY WOOD FRAME
 PE1559'HOUSE, 3.9 FT. NORTH OF TELEPHONE POLE 70-67. ALSO MAY BE REACHED BY
 PE1559'GOING 8.45 MILES SOUTH ALONG STATE HIGHWAY 221 FROM ITS JUNCTION
 PE1559'WITH STATE HIGHWAY 43 AT HUDSON. THE DISK IS 5 INCHES BELOW
 PE1559'GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 PE1559'THROUGH A 4-INCH PLASTIC SCREW PLUG.
 PE1559
 PE1559                          STATION RECOVERY (1980)
 PE1559
 PE1559'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 PE1559'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1108 ***********************************************************************
 QG1108  DESIGNATION -  L 176
 QG1108  PID         -  QG1108
 QG1108  STATE/COUNTY-  ME/PENOBSCOT
 QG1108  USGS QUAD   -  BRADFORD (1983)
 QG1108
 QG1108                         *CURRENT SURVEY CONTROL
 QG1108  ___________________________________________________________________
 QG1108* NAD 83(1986)-  45 07 25.     (N)    068 55 26.     (W)     SCALED    
 QG1108* NAVD 88     -        91.733  (meters)     300.96   (feet)  ADJUSTED  
 QG1108  ___________________________________________________________________
 QG1108  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 QG1108  DYNAMIC HT  -          91.732 (meters)     300.96  (feet)  COMP
 QG1108  MODELED GRAV-     980,602.1   (mgal)                       NAVD 88
 QG1108
 QG1108  VERT ORDER  -  FIRST     CLASS II
 QG1108
 QG1108.The horizontal coordinates were scaled from a topographic map and have
 QG1108.an estimated accuracy of +/- 6 seconds.
 QG1108
 QG1108.The orthometric height was determined by differential leveling
 QG1108.and adjusted by the National Geodetic Survey in June 1991..
 QG1108
 QG1108.The geoid height was determined by GEOID03.
 QG1108
 QG1108.The dynamic height is computed by dividing the NAVD 88
 QG1108.geopotential number by the normal gravity value computed on the
 QG1108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1108.degrees latitude (g = 980.6199 gals.).
 QG1108
 QG1108.The modeled gravity was interpolated from observed gravity values.
 QG1108
 QG1108;                    North         East    Units  Estimated Accuracy
 QG1108;SPC ME E     -   161,970.      266,650.      MT  (+/- 180 meters Scaled)
 QG1108
 QG1108                          SUPERSEDED SURVEY CONTROL
 QG1108
 QG1108.No superseded survey control is available for this station.
 QG1108
 QG1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK059966(NAD 83)
 QG1108_MARKER: DB = BENCH MARK DISK
 QG1108_SETTING: 66 = SET IN ROCK OUTCROP
 QG1108_SP_SET: ROCK LEDGE
 QG1108_STAMPING: L 176 1978
 QG1108_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG1108+STABILITY: POSITION/ELEVATION WELL
 QG1108
 QG1108  HISTORY     - Date     Condition        Report By
 QG1108  HISTORY     - 1978     MONUMENTED       NGS
 QG1108
 QG1108                          STATION DESCRIPTION
 QG1108
 QG1108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1108'5.0 MI SW FROM LAGRANGE.
 QG1108'5.0 MILES SOUTHWEST ALONG STATE HIGHWAY 155 FROM ITS JUNCTION WITH
 QG1108'STATE HIGHWAY 16, 23.5 FT. NORTH OF THE CENTER LINE OF THE HIGHWAY
 QG1108'0.5 MILE EAST OF MIDDLE ROAD, 57.5 FT WEST OF POWER POLE 84 50
 QG1108'WITH ONE TRANSFORMER, 44.5 FT. SOUTH OF THE SOUTHEAST CORNER OF
 QG1108'A WOOD FRAME HOUSE OWNED BY A. BRASSLETT SR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0977 ***********************************************************************
 QG0977  DESIGNATION -  L 177
 QG0977  PID         -  QG0977
 QG0977  STATE/COUNTY-  ME/PISCATAQUIS
 QG0977  USGS QUAD   -  DOVER FOXCROFT (1983)
 QG0977
 QG0977                         *CURRENT SURVEY CONTROL
 QG0977  ___________________________________________________________________
 QG0977* NAD 83(1986)-  45 12 44.     (N)    069 10 22.     (W)     SCALED    
 QG0977* NAVD 88     -       154.283  (meters)     506.18   (feet)  ADJUSTED  
 QG0977  ___________________________________________________________________
 QG0977  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 QG0977  DYNAMIC HT  -         154.279 (meters)     506.16  (feet)  COMP
 QG0977  MODELED GRAV-     980,586.8   (mgal)                       NAVD 88
 QG0977  OBS GRAVITY -     980,586.4   (mgal)                       GRAV_OBS
 QG0977
 QG0977  VERT ORDER  -  FIRST     CLASS II
 QG0977
 QG0977.The horizontal coordinates were scaled from a topographic map and have
 QG0977.an estimated accuracy of +/- 6 seconds.
 QG0977
 QG0977.The orthometric height was determined by differential leveling
 QG0977.and adjusted by the National Geodetic Survey in June 1991..
 QG0977
 QG0977.The geoid height was determined by GEOID03.
 QG0977
 QG0977.The dynamic height is computed by dividing the NAVD 88
 QG0977.geopotential number by the normal gravity value computed on the
 QG0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0977.degrees latitude (g = 980.6199 gals.).
 QG0977
 QG0977.The modeled gravity was interpolated from observed gravity values.
 QG0977.The observed gravity was obtained from relative gravimeter ties
 QG0977.to the IGSN71 gravity network.
 QG0977
 QG0977;                    North         East    Units  Estimated Accuracy
 QG0977;SPC ME E     -   171,950.      247,160.      MT  (+/- 180 meters Scaled)
 QG0977
 QG0977                          SUPERSEDED SURVEY CONTROL
 QG0977
 QG0977.No superseded survey control is available for this station.
 QG0977
 QG0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL864065(NAD 83)
 QG0977_MARKER: DB = BENCH MARK DISK
 QG0977_SETTING: 66 = SET IN ROCK OUTCROP
 QG0977_SP_SET: ROCK OUTCROP
 QG0977_STAMPING: L 177 1978
 QG0977_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0977+STABILITY: POSITION/ELEVATION WELL
 QG0977
 QG0977  HISTORY     - Date     Condition        Report By
 QG0977  HISTORY     - 1978     MONUMENTED       NGS
 QG0977  HISTORY     - 1982     GOOD             NGS
 QG0977
 QG0977                          STATION DESCRIPTION
 QG0977
 QG0977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG0977'3.6 MI NE FROM DOVER FOXCROFT.
 QG0977'3.5 MILES NORTHEAST ALONG STATE HIGHWAY 6 FROM ITS JUNCTION WITH
 QG0977'STATE HIGHWAY 15, THENCE 0.1 MILE NORTH ALONG A PAVED ROAD 55.0 FT.
 QG0977'SOUTH OF POWER POLE 2-2 WITH ONE GUY WIRE LEADING EAST ACROSS THE
 QG0977'ROAD, 24.5 FT. WEST OF THE CENTER LINE OF THE ROAD.
 QG0977
 QG0977                          STATION RECOVERY (1982)
 QG0977
 QG0977'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QG0977'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1010 ***********************************************************************
 QG1010  DESIGNATION -  L 178
 QG1010  PID         -  QG1010
 QG1010  STATE/COUNTY-  ME/PISCATAQUIS
 QG1010  USGS QUAD   -  GUILFORD (1984)
 QG1010
 QG1010                         *CURRENT SURVEY CONTROL
 QG1010  ___________________________________________________________________
 QG1010* NAD 83(1986)-  45 12 58.     (N)    069 28 14.     (W)     SCALED    
 QG1010* NAVD 88     -       146.679  (meters)     481.23   (feet)  ADJUSTED  
 QG1010  ___________________________________________________________________
 QG1010  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 QG1010  DYNAMIC HT  -         146.674 (meters)     481.21  (feet)  COMP
 QG1010  MODELED GRAV-     980,579.7   (mgal)                       NAVD 88
 QG1010
 QG1010  VERT ORDER  -  FIRST     CLASS II
 QG1010
 QG1010.The horizontal coordinates were scaled from a topographic map and have
 QG1010.an estimated accuracy of +/- 6 seconds.
 QG1010
 QG1010.The orthometric height was determined by differential leveling
 QG1010.and adjusted by the National Geodetic Survey in June 1991..
 QG1010
 QG1010.The geoid height was determined by GEOID03.
 QG1010
 QG1010.The dynamic height is computed by dividing the NAVD 88
 QG1010.geopotential number by the normal gravity value computed on the
 QG1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1010.degrees latitude (g = 980.6199 gals.).
 QG1010
 QG1010.The modeled gravity was interpolated from observed gravity values.
 QG1010
 QG1010;                    North         East    Units  Estimated Accuracy
 QG1010;SPC ME E     -   172,620.      223,770.      MT  (+/- 180 meters Scaled)
 QG1010
 QG1010                          SUPERSEDED SURVEY CONTROL
 QG1010
 QG1010.No superseded survey control is available for this station.
 QG1010
 QG1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL630070(NAD 83)
 QG1010_MARKER: DB = BENCH MARK DISK
 QG1010_SETTING: 66 = SET IN ROCK OUTCROP
 QG1010_SP_SET: ROCK OUTCROP
 QG1010_STAMPING: L 178 1978
 QG1010_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG1010+STABILITY: POSITION/ELEVATION WELL
 QG1010
 QG1010  HISTORY     - Date     Condition        Report By
 QG1010  HISTORY     - 1978     MONUMENTED       NGS
 QG1010
 QG1010                          STATION DESCRIPTION
 QG1010
 QG1010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1010'6.2 MI WEST FROM GUILFORD.
 QG1010'6.2 MILES WEST ALONG STATE HIGHWAY 6 FROM THE GIULFORD MEMORIAL
 QG1010'BRIDGE OVER THE PISCATAQUIS RIVER, 38.5 FT NORTHEAST OF THE CENTER
 QG1010'LINE OF THE HIGHWAY, 200 FT SOUTHEAST OF THE CENTER LINE OF A
 QG1010'DIRT ROAD LEADING NORTHEAST, SET IN TOP OF THE NORTHWEST END OF
 QG1010'A 250 FT LONG ROCK LEDGE, ALSO 2.3 MILES NORTH ALONG STATE HIGHWAY
 QG1010'6 FROM ITS JUNCTION WITH STATE HIGHWAY 16 IN ABBOT VILLAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1036 ***********************************************************************
 QG1036  DESIGNATION -  L 179
 QG1036  PID         -  QG1036
 QG1036  STATE/COUNTY-  ME/PISCATAQUIS
 QG1036  USGS QUAD   -  GREENVILLE (1989)
 QG1036
 QG1036                         *CURRENT SURVEY CONTROL
 QG1036  ___________________________________________________________________
 QG1036* NAD 83(1986)-  45 24 26.     (N)    069 35 36.     (W)     SCALED    
 QG1036* NAVD 88     -       407.679  (meters)    1337.53   (feet)  ADJUSTED  
 QG1036  ___________________________________________________________________
 QG1036  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 QG1036  DYNAMIC HT  -         407.658 (meters)    1337.46  (feet)  COMP
 QG1036  MODELED GRAV-     980,553.5   (mgal)                       NAVD 88
 QG1036
 QG1036  VERT ORDER  -  FIRST     CLASS II
 QG1036
 QG1036.The horizontal coordinates were scaled from a topographic map and have
 QG1036.an estimated accuracy of +/- 6 seconds.
 QG1036
 QG1036.The orthometric height was determined by differential leveling
 QG1036.and adjusted by the National Geodetic Survey in June 1991..
 QG1036
 QG1036.The geoid height was determined by GEOID03.
 QG1036
 QG1036.The dynamic height is computed by dividing the NAVD 88
 QG1036.geopotential number by the normal gravity value computed on the
 QG1036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1036.degrees latitude (g = 980.6199 gals.).
 QG1036
 QG1036.The modeled gravity was interpolated from observed gravity values.
 QG1036
 QG1036;                    North         East    Units  Estimated Accuracy
 QG1036;SPC ME E     -   193,980.      214,420.      MT  (+/- 180 meters Scaled)
 QG1036
 QG1036                          SUPERSEDED SURVEY CONTROL
 QG1036
 QG1036.No superseded survey control is available for this station.
 QG1036
 QG1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL535283(NAD 83)
 QG1036_MARKER: DB = BENCH MARK DISK
 QG1036_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QG1036_SP_SET: STAINLESS STEEL ROD
 QG1036_STAMPING: L 179 1978
 QG1036_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG1036
 QG1036  HISTORY     - Date     Condition        Report By
 QG1036  HISTORY     - 1978     MONUMENTED       NGS
 QG1036
 QG1036                          STATION DESCRIPTION
 QG1036
 QG1036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1036'3.7 MI NE FROM SHIRLEY MILLS.
 QG1036'0.2 MILE EAST ALONG A PAVED ROAD FROM THE SHIRLEY MILLS TOWN HALL
 QG1036'TO THE Y JUNCTION OF 2 PAVED ROADS, THENCE 1.3 MILES NORTHEAST
 QG1036'ALONG A PAVED ROAD, THENCE 2.2 MILES NORTH ALONG STATE HIGHWAY
 QG1036'6, 45 FT EAST OF THE CENTER LINE OF THE HIGHWAY, 0.1 MILE SOUTH
 QG1036'OF A LARGE 2 STORY WOOD FRAME HOUSE, 128 FT NORTH OF THE CENTER
 QG1036'LINE OF A GRAVEL ROAD LEADING EAST, ONE POLE SOUTH OF THE SOUTH
 QG1036'END OF A POWER LINE CROSSING OVER THE HIGHWAY, 3.2 FT NORTH OF
 QG1036'POWER POLE 232 A 65 72, ALSO 3.6 MILES SOUTH ALONG STATE HIGHWAY
 QG1036'6 FROM THE GREENVILLE TOWN HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0898 ***********************************************************************
 PE0898  DESIGNATION -  L 18
 PE0898  PID         -  PE0898
 PE0898  STATE/COUNTY-  ME/KNOX
 PE0898  USGS QUAD   -  CAMDEN (1991)
 PE0898
 PE0898                         *CURRENT SURVEY CONTROL
 PE0898  ___________________________________________________________________
 PE0898* NAD 83(1986)-  44 13 23.     (N)    069 03 06.     (W)     SCALED    
 PE0898* NAVD 88     -        41.648  (meters)     136.64   (feet)  ADJUSTED  
 PE0898  ___________________________________________________________________
 PE0898  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 PE0898  DYNAMIC HT  -          41.645 (meters)     136.63  (feet)  COMP
 PE0898  MODELED GRAV-     980,529.5   (mgal)                       NAVD 88
 PE0898
 PE0898  VERT ORDER  -  SECOND    CLASS 0
 PE0898
 PE0898.The horizontal coordinates were scaled from a topographic map and have
 PE0898.an estimated accuracy of +/- 6 seconds.
 PE0898
 PE0898.The orthometric height was determined by differential leveling
 PE0898.and adjusted by the National Geodetic Survey in June 1991..
 PE0898
 PE0898.The geoid height was determined by GEOID03.
 PE0898
 PE0898.The dynamic height is computed by dividing the NAVD 88
 PE0898.geopotential number by the normal gravity value computed on the
 PE0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0898.degrees latitude (g = 980.6199 gals.).
 PE0898
 PE0898.The modeled gravity was interpolated from observed gravity values.
 PE0898
 PE0898;                    North         East    Units  Estimated Accuracy
 PE0898;SPC ME E     -    61,960.      255,920.      MT  (+/- 180 meters Scaled)
 PE0898
 PE0898                          SUPERSEDED SURVEY CONTROL
 PE0898
 PE0898  NGVD 29 (??/??/92)   41.863  (m)          137.35   (f) ADJ UNCH    2 0
 PE0898
 PE0898.Superseded values are not recommended for survey control.
 PE0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0898.See file dsdata.txt to determine how the superseded data were derived.
 PE0898
 PE0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ958966(NAD 83)
 PE0898_MARKER: DB = BENCH MARK DISK
 PE0898_SETTING: 66 = SET IN ROCK OUTCROP
 PE0898_SP_SET: ROCK LEDGE
 PE0898_STAMPING: L-18 1933
 PE0898_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0898+STABILITY: POSITION/ELEVATION WELL
 PE0898
 PE0898  HISTORY     - Date     Condition        Report By
 PE0898  HISTORY     - 1933     MONUMENTED       CGS
 PE0898  HISTORY     - 1953     GOOD             NGS
 PE0898  HISTORY     - 19910606 GOOD             USPSQD
 PE0898
 PE0898                          STATION DESCRIPTION
 PE0898
 PE0898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 PE0898'1.1 MI N FROM CAMDEN.
 PE0898'LOCATED APPROXIMATELY 1.1 MILES NORTH ALONG U.S. HIGHWAY NO. 1
 PE0898'FROM THE MEGUNTICOOK RIVER BRIDGE IN CAMDEN, 28.6 FEET WEST OF
 PE0898'CENTERLINE OF HIGHWAY, 46.0 FEET NORTH-NORTHEAST OF A STONE FENCE
 PE0898'AND 45.1 FEET NORTH OF POWER POLE NO. 41 AND IN TOP OF A ROCK
 PE0898'LEDGE ABOUT 3 FEET HIGHER THAN THE HIGHWAY.
 PE0898
 PE0898                          STATION RECOVERY (1991)
 PE0898
 PE0898'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 PE0898'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0747 ***********************************************************************
 PE0747  DESIGNATION -  L 18
 PE0747  PID         -  PE0747
 PE0747  STATE/COUNTY-  ME/PENOBSCOT
 PE0747  USGS QUAD   -  PLYMOUTH (1982)
 PE0747
 PE0747                         *CURRENT SURVEY CONTROL
 PE0747  ___________________________________________________________________
 PE0747* NAD 83(1986)-  44 48 25.     (N)    069 13 19.     (W)     SCALED    
 PE0747* NAVD 88     -        72.778  (meters)     238.77   (feet)  ADJUSTED  
 PE0747  ___________________________________________________________________
 PE0747  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 PE0747  DYNAMIC HT  -          72.775 (meters)     238.76  (feet)  COMP
 PE0747  MODELED GRAV-     980,569.3   (mgal)                       NAVD 88
 PE0747
 PE0747  VERT ORDER  -  SECOND    CLASS 0
 PE0747
 PE0747.The horizontal coordinates were scaled from a topographic map and have
 PE0747.an estimated accuracy of +/- 6 seconds.
 PE0747
 PE0747.The orthometric height was determined by differential leveling
 PE0747.and adjusted by the National Geodetic Survey in June 1991..
 PE0747
 PE0747.The geoid height was determined by GEOID03.
 PE0747
 PE0747.The dynamic height is computed by dividing the NAVD 88
 PE0747.geopotential number by the normal gravity value computed on the
 PE0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0747.degrees latitude (g = 980.6199 gals.).
 PE0747
 PE0747.The modeled gravity was interpolated from observed gravity values.
 PE0747
 PE0747;                    North         East    Units  Estimated Accuracy
 PE0747;SPC ME E     -   126,950.      242,890.      MT  (+/- 180 meters Scaled)
 PE0747
 PE0747                          SUPERSEDED SURVEY CONTROL
 PE0747
 PE0747  NGVD 29 (??/??/92)   72.997  (m)          239.49   (f) ADJ UNCH    2 0
 PE0747
 PE0747.Superseded values are not recommended for survey control.
 PE0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0747.See file dsdata.txt to determine how the superseded data were derived.
 PE0747
 PE0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK824615(NAD 83)
 PE0747_MARKER: DD = SURVEY DISK
 PE0747_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 PE0747_SP_SET: UNSPECIFIED ROCK
 PE0747_STAMPING: L 18 1929
 PE0747_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0747
 PE0747  HISTORY     - Date     Condition        Report By
 PE0747  HISTORY     - 1929     MONUMENTED       USGS
 PE0747  HISTORY     - 1958     GOOD             NGS
 PE0747  HISTORY     - 1980     GOOD             USGS
 PE0747
 PE0747                          STATION DESCRIPTION
 PE0747
 PE0747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 PE0747'3.8 MI SE FROM NEWPORT.
 PE0747'2.75 MILES SOUTHEAST ALONG U.S. HIGHWAY 2 AND STATE HIGHWAY 100
 PE0747'FROM THE BRIDGE OVER THE EAST BRANCH OF THE SEBASTICOOK RIVER
 PE0747'AT NEWPORT, THENCE 1.05 MILES SOUTH ALONG STATE HIGHWAY 7, AT
 PE0747'THE JUNCTION OF A GRAVEL ROAD EAST AND A DRIVEWAY WEST TO A
 PE0747'FARM HOUSE, 43 FEET SOUTH OF THE CENTER LINE OF THE DRIVEWAY, 22
 PE0747'FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 7, 52 FEET SOUTHWEST
 PE0747'OF THE CENTER LINE OF THE JUNCTION, 54 FEET SOUTH OF THE SOUTHEAST
 PE0747'CORNER OF THE HOUSE, SET IN THE TOP OF A 4-FOOT BY 4-FOOT EXPOSED
 PE0747'PORTION OF A ROCK, ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE GROUND
 PE0747'AND ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 PE0747
 PE0747                          STATION RECOVERY (1980)
 PE0747
 PE0747'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 PE0747'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0061 ***********************************************************************
 RF0061  DESIGNATION -  L 18
 RF0061  PID         -  RF0061
 RF0061  STATE/COUNTY-  ME/AROOSTOOK
 RF0061  USGS QUAD   -  SQUA PAN LAKE EAST (1984)
 RF0061
 RF0061                         *CURRENT SURVEY CONTROL
 RF0061  ___________________________________________________________________
 RF0061* NAD 83(1986)-  46 35 57.     (N)    068 14 52.     (W)     SCALED    
 RF0061* NAVD 88     -       191.426  (meters)     628.04   (feet)  ADJUSTED  
 RF0061  ___________________________________________________________________
 RF0061  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 RF0061  DYNAMIC HT  -         191.443 (meters)     628.09  (feet)  COMP
 RF0061  MODELED GRAV-     980,696.3   (mgal)                       NAVD 88
 RF0061
 RF0061  VERT ORDER  -  SECOND    CLASS 0
 RF0061
 RF0061.The horizontal coordinates were scaled from a topographic map and have
 RF0061.an estimated accuracy of +/- 6 seconds.
 RF0061
 RF0061.The orthometric height was determined by differential leveling
 RF0061.and adjusted by the National Geodetic Survey in June 1991..
 RF0061
 RF0061.The geoid height was determined by GEOID03.
 RF0061
 RF0061.The dynamic height is computed by dividing the NAVD 88
 RF0061.geopotential number by the normal gravity value computed on the
 RF0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0061.degrees latitude (g = 980.6199 gals.).
 RF0061
 RF0061.The modeled gravity was interpolated from observed gravity values.
 RF0061
 RF0061;                    North         East    Units  Estimated Accuracy
 RF0061;SPC ME E     -   325,900.      319,320.      MT  (+/- 180 meters Scaled)
 RF0061
 RF0061                          SUPERSEDED SURVEY CONTROL
 RF0061
 RF0061  NGVD 29 (??/??/92)  191.600  (m)          628.61   (f) ADJ UNCH    2 0
 RF0061
 RF0061.Superseded values are not recommended for survey control.
 RF0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0061.See file dsdata.txt to determine how the superseded data were derived.
 RF0061
 RF0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM576608(NAD 83)
 RF0061_MARKER: DD = SURVEY DISK
 RF0061_SETTING: 80 = SET IN A BOULDER
 RF0061_SP_SET: BOULDER
 RF0061_STAMPING: L 18 1930
 RF0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0061+STABILITY: SURFACE MOTION
 RF0061
 RF0061  HISTORY     - Date     Condition        Report By
 RF0061  HISTORY     - 1930     MONUMENTED       USGS
 RF0061  HISTORY     - 1935     GOOD             NGS
 RF0061
 RF0061                          STATION DESCRIPTION
 RF0061
 RF0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RF0061'9.2 MI NE FROM SQUA PAN.
 RF0061'ABOUT 9.2 MILES NORTHEAST ALONG THE BANGOR AND AROOSTOOK RAILROAD
 RF0061'FROM THE STATION AT SQUA PAN, AROOSTOOK COUNTY, ABOUT 0.7 MILE
 RF0061'SOUTH OF THE STATION AT WALKER, ABOUT 240 YARDS NORTH OF MILEPOST
 RF0061'9, 40 FEET EAST OF THE EAST RAIL, AND IN THE TOP OF A BOULDER.
 RF0061'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED L 18 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1069 ***********************************************************************
 QG1069  DESIGNATION -  L 180
 QG1069  PID         -  QG1069
 QG1069  STATE/COUNTY-  ME/SOMERSET
 QG1069  USGS QUAD   -  MOOSEHEAD (1989)
 QG1069
 QG1069                         *CURRENT SURVEY CONTROL
 QG1069  ___________________________________________________________________
 QG1069* NAD 83(1986)-  45 37 07.     (N)    069 43 56.     (W)     SCALED    
 QG1069* NAVD 88     -       338.213  (meters)    1109.62   (feet)  ADJUSTED  
 QG1069  ___________________________________________________________________
 QG1069  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 QG1069  DYNAMIC HT  -         338.206 (meters)    1109.60  (feet)  COMP
 QG1069  MODELED GRAV-     980,583.3   (mgal)                       NAVD 88
 QG1069
 QG1069  VERT ORDER  -  FIRST     CLASS II
 QG1069
 QG1069.The horizontal coordinates were scaled from a topographic map and have
 QG1069.an estimated accuracy of +/- 6 seconds.
 QG1069
 QG1069.The orthometric height was determined by differential leveling
 QG1069.and adjusted by the National Geodetic Survey in June 1991..
 QG1069
 QG1069.The geoid height was determined by GEOID03.
 QG1069
 QG1069.The dynamic height is computed by dividing the NAVD 88
 QG1069.geopotential number by the normal gravity value computed on the
 QG1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1069.degrees latitude (g = 980.6199 gals.).
 QG1069
 QG1069.The modeled gravity was interpolated from observed gravity values.
 QG1069
 QG1069;                    North         East    Units  Estimated Accuracy
 QG1069;SPC ME W     -   309,570.      933,880.      MT  (+/- 180 meters Scaled)
 QG1069
 QG1069                          SUPERSEDED SURVEY CONTROL
 QG1069
 QG1069.No superseded survey control is available for this station.
 QG1069
 QG1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL429519(NAD 83)
 QG1069_MARKER: DB = BENCH MARK DISK
 QG1069_SETTING: 66 = SET IN ROCK OUTCROP
 QG1069_SP_SET: ROCK OUTCROP
 QG1069_STAMPING: L 180 1978
 QG1069_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG1069+STABILITY: POSITION/ELEVATION WELL
 QG1069
 QG1069  HISTORY     - Date     Condition        Report By
 QG1069  HISTORY     - 1978     MONUMENTED       NGS
 QG1069
 QG1069                          STATION DESCRIPTION
 QG1069
 QG1069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1069'4.25 MI SOUTH FROM ROCKWOOD.
 QG1069'0.25 MILES SOUTHWEST ALONG A PAVED ROAD FROM THE ROCKWOOD POST OFFICE
 QG1069'THENCE 4.0 MILES SOUTH ALONG STATE HIGHWAY 6, 31.0 FT. WEST OF THE
 QG1069'CENTER LINE OF THE HIGHWAY, 0.15 MILES NORTH OF A CURVE IN THE
 QG1069'HIGHWAY, 201.0 FT. SOUTH OF THE CENTER LINE OF A GRAVEL ROAD THAT
 QG1069'LEADS WEST TO A PAVED ROAD LEADING NORTHWEST, 59.7 FT. WEST AND
 QG1069'ACROSS THE HIGHWAY FROM POWER POLE 394 4 90 WITH ONE GUY WIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0042 ***********************************************************************
 QH0042  DESIGNATION -  L 181
 QH0042  PID         -  QH0042
 QH0042  STATE/COUNTY-  ME/SOMERSET
 QH0042  USGS QUAD   -  LONG POND (1989)
 QH0042
 QH0042                         *CURRENT SURVEY CONTROL
 QH0042  ___________________________________________________________________
 QH0042* NAD 83(1986)-  45 36 56.     (N)    070 04 16.     (W)     SCALED    
 QH0042* NAVD 88     -       368.784  (meters)    1209.92   (feet)  ADJUSTED  
 QH0042  ___________________________________________________________________
 QH0042  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 QH0042  DYNAMIC HT  -         368.769 (meters)    1209.87  (feet)  COMP
 QH0042  MODELED GRAV-     980,566.1   (mgal)                       NAVD 88
 QH0042
 QH0042  VERT ORDER  -  FIRST     CLASS II
 QH0042
 QH0042.The horizontal coordinates were scaled from a topographic map and have
 QH0042.an estimated accuracy of +/- 6 seconds.
 QH0042
 QH0042.The orthometric height was determined by differential leveling
 QH0042.and adjusted by the National Geodetic Survey in June 1991..
 QH0042
 QH0042.The geoid height was determined by GEOID03.
 QH0042
 QH0042.The dynamic height is computed by dividing the NAVD 88
 QH0042.geopotential number by the normal gravity value computed on the
 QH0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QH0042.degrees latitude (g = 980.6199 gals.).
 QH0042
 QH0042.The modeled gravity was interpolated from observed gravity values.
 QH0042
 QH0042;                    North         East    Units  Estimated Accuracy
 QH0042;SPC ME W     -   309,150.      907,450.      MT  (+/- 180 meters Scaled)
 QH0042
 QH0042                          SUPERSEDED SURVEY CONTROL
 QH0042
 QH0042.No superseded survey control is available for this station.
 QH0042
 QH0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL164518(NAD 83)
 QH0042_MARKER: DB = BENCH MARK DISK
 QH0042_SETTING: 66 = SET IN ROCK OUTCROP
 QH0042_SP_SET: ROCK OUTCROP
 QH0042_STAMPING: L 181 1978
 QH0042_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QH0042+STABILITY: POSITION/ELEVATION WELL
 QH0042
 QH0042  HISTORY     - Date     Condition        Report By
 QH0042  HISTORY     - 1978     MONUMENTED       NGS
 QH0042
 QH0042                          STATION DESCRIPTION
 QH0042
 QH0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QH0042'9.85 MI EAST FROM JACKMAN.
 QH0042'0.5 MILES SOUTHEAST ALONG STATE HIGHWAY 6 FROM ITS JUNCTION WITH THE
 QH0042'CANADIAN PACIFIC RAILROAD AT JACKMAN THENCE 9.3 MILES EAST ALONG
 QH0042'STATE HIGHWAY 6, 45.0 FT. EAST-NORTHEAST OF THE CENTER LINE OF THE
 QH0042'HIGHWAY, 132.0 FT. NORTH-NORTHWEST OF THE INTERSECTION OF A GRAVEL
 QH0042'ROAD LEADING SOUTH-SOUTHWEST AND THE HIGHWAY, 99.0 FT. NORTHWEST
 QH0042'OF THE CENTER LINE OF A GRAVEL ROAD LEADING EAST-NORTHEAST, 51.8 FT.
 QH0042'NORTHWEST OF POWER POLE 164 WITH TWO GUY WIRES AND A TRANSFORMER,
 QH0042'SET IN TOP OF A ROCK CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0064 ***********************************************************************
 QH0064  DESIGNATION -  L 182
 QH0064  PID         -  QH0064
 QH0064  STATE/COUNTY-  ME/SOMERSET
 QH0064  USGS QUAD   -  JACKMAN (1989)
 QH0064
 QH0064                         *CURRENT SURVEY CONTROL
 QH0064  ___________________________________________________________________
 QH0064* NAD 83(1986)-  45 41 01.     (N)    070 17 05.     (W)     SCALED    
 QH0064* NAVD 88     -       428.628  (meters)    1406.26   (feet)  ADJUSTED  
 QH0064  ___________________________________________________________________
 QH0064  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 QH0064  DYNAMIC HT  -         428.613 (meters)    1406.21  (feet)  COMP
 QH0064  MODELED GRAV-     980,567.1   (mgal)                       NAVD 88
 QH0064  OBS GRAVITY -     980,559.4   (mgal)                       GRAV_OBS
 QH0064
 QH0064  VERT ORDER  -  FIRST     CLASS II
 QH0064
 QH0064.The horizontal coordinates were scaled from a topographic map and have
 QH0064.an estimated accuracy of +/- 6 seconds.
 QH0064
 QH0064.The orthometric height was determined by differential leveling
 QH0064.and adjusted by the National Geodetic Survey in June 1991..
 QH0064
 QH0064.The geoid height was determined by GEOID03.
 QH0064
 QH0064.The dynamic height is computed by dividing the NAVD 88
 QH0064.geopotential number by the normal gravity value computed on the
 QH0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QH0064.degrees latitude (g = 980.6199 gals.).
 QH0064
 QH0064.The modeled gravity was interpolated from observed gravity values.
 QH0064.The observed gravity was obtained from relative gravimeter ties
 QH0064.to the IGSN71 gravity network.
 QH0064
 QH0064;                    North         East    Units  Estimated Accuracy
 QH0064;SPC ME W     -   316,710.      890,800.      MT  (+/- 180 meters Scaled)
 QH0064
 QH0064                          SUPERSEDED SURVEY CONTROL
 QH0064
 QH0064.No superseded survey control is available for this station.
 QH0064
 QH0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL999596(NAD 83)
 QH0064_MARKER: DB = BENCH MARK DISK
 QH0064_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QH0064_SP_SET: STAINLESS STEEL ROD
 QH0064_STAMPING: L 182
 QH0064_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QH0064
 QH0064  HISTORY     - Date     Condition        Report By
 QH0064  HISTORY     - 1978     MONUMENTED       NGS
 QH0064  HISTORY     - 1982     GOOD             NGS
 QH0064
 QH0064                          STATION DESCRIPTION
 QH0064
 QH0064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QH0064'4.6 MI NW FROM JACKMAN.
 QH0064'4.6 MILES NORTHWEST ALONG STATE HIGHWAY 6 FROM ITS JUNCTION WITH THE
 QH0064'CANADIAN PACIFIC RAILROAD AT JACKMAN, 41.0 FT. WEST OF THE CENTER
 QH0064'LINE OF THE HIGHWAY, 193.0 YARDS NORTH OF THE NORTH SIDE OF THE TWO
 QH0064'STORY WOOD FRAME HOUSE AT STEWARTS CAMPS, 115.0 YARDS NORTH OF THE
 QH0064'NORTH SIDE OF THE NORTHERN MOST CABIN AT STEWARTS CAMPS, 41.0 FT.
 QH0064'SOUTH OF THE EXTENDED CENTER LINE OF A GRAVEL ROAD LEADING EAST TO
 QH0064'A WOOD FRAME HOUSE OWNED BY S. COLEMAN, 7.4 FT. WEST OF BRACE POLE
 QH0064'15-S-102 WITH TWO GUY WIRES, ACCESS TO WHICH IS HAD THROUGH A
 QH0064'4-INCH PLASTIC SCREW PLUG.
 QH0064
 QH0064                          STATION RECOVERY (1982)
 QH0064
 QH0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QH0064'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1138 ***********************************************************************
 QG1138  DESIGNATION -  L 183
 QG1138  PID         -  QG1138
 QG1138  STATE/COUNTY-  ME/PISCATAQUIS
 QG1138  USGS QUAD   -  HARDY POND (1988)
 QG1138
 QG1138                         *CURRENT SURVEY CONTROL
 QG1138  ___________________________________________________________________
 QG1138* NAD 83(1986)-  45 17 15.     (N)    068 50 05.     (W)     SCALED    
 QG1138* NAVD 88     -        84.009  (meters)     275.62   (feet)  ADJUSTED  
 QG1138  ___________________________________________________________________
 QG1138  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 QG1138  DYNAMIC HT  -          84.008 (meters)     275.62  (feet)  COMP
 QG1138  MODELED GRAV-     980,605.7   (mgal)                       NAVD 88
 QG1138  OBS GRAVITY -     980,607.7   (mgal)                       GRAV_OBS
 QG1138
 QG1138  VERT ORDER  -  FIRST     CLASS II
 QG1138
 QG1138.The horizontal coordinates were scaled from a topographic map and have
 QG1138.an estimated accuracy of +/- 6 seconds.
 QG1138
 QG1138.The orthometric height was determined by differential leveling
 QG1138.and adjusted by the National Geodetic Survey in June 1991..
 QG1138
 QG1138.The geoid height was determined by GEOID03.
 QG1138
 QG1138.The dynamic height is computed by dividing the NAVD 88
 QG1138.geopotential number by the normal gravity value computed on the
 QG1138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1138.degrees latitude (g = 980.6199 gals.).
 QG1138
 QG1138.The modeled gravity was interpolated from observed gravity values.
 QG1138.The observed gravity was obtained from relative gravimeter ties
 QG1138.to the IGSN71 gravity network.
 QG1138
 QG1138;                    North         East    Units  Estimated Accuracy
 QG1138;SPC ME E     -   180,150.      273,740.      MT  (+/- 180 meters Scaled)
 QG1138
 QG1138                          SUPERSEDED SURVEY CONTROL
 QG1138
 QG1138.No superseded survey control is available for this station.
 QG1138
 QG1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL129149(NAD 83)
 QG1138_MARKER: DB = BENCH MARK DISK
 QG1138_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QG1138_SP_SET: STAINLESS STEEL ROD
 QG1138_STAMPING: L 183 1978
 QG1138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG1138
 QG1138  HISTORY     - Date     Condition        Report By
 QG1138  HISTORY     - 1978     MONUMENTED       NGS
 QG1138  HISTORY     - 1982     GOOD             NGS
 QG1138
 QG1138                          STATION DESCRIPTION
 QG1138
 QG1138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1138'10.0 MI NE FROM MILO.
 QG1138'10.0 MILES EAST ALONG OLD STATE HIGHWAY 16 FROM THE POST OFFICE AT
 QG1138'MILO, 73.0 FT. WEST OF AND ACROSS THE HIGHWAY FROM THE JUNCTION OF A
 QG1138'DRIVEWAY ENTRANCE LEADING NORTHEAST FROM THE HIGHWAY TO A WOOD FRAME
 QG1138'HOUSE, 56.0 FT. SOUTH SOUTHWEST OF AND ACROSS THE HIGHWAY FROM THE
 QG1138'SOUTHWEST FACE OF A 26-INCH WHITE PINE TREE, 31.0 FT. SOUTHWEST FROM
 QG1138'THE CENTER LINE OF THE HIGHWAY, 3.9 FT. SOUTHWEST FROM POWER POLE 82,
 QG1138'THE DISK IS 7 INCHES BELOW THE GROUND, ACCESS TO WHICH IS HAD THROUGH
 QG1138'A 4-INCH PLASTIC SCREW PLUG.
 QG1138
 QG1138                          STATION RECOVERY (1982)
 QG1138
 QG1138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QG1138'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1165 ***********************************************************************
 QG1165  DESIGNATION -  L 184
 QG1165  PID         -  QG1165
 QG1165  STATE/COUNTY-  ME/PENOBSCOT
 QG1165  USGS QUAD   -  LINCOLN CENTER (1988)
 QG1165
 QG1165                         *CURRENT SURVEY CONTROL
 QG1165  ___________________________________________________________________
 QG1165* NAD 83(1986)-  45 26 16.     (N)    068 26 26.     (W)     SCALED    
 QG1165* NAVD 88     -        58.613  (meters)     192.30   (feet)  ADJUSTED  
 QG1165  ___________________________________________________________________
 QG1165  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 QG1165  DYNAMIC HT  -          58.614 (meters)     192.30  (feet)  COMP
 QG1165  MODELED GRAV-     980,629.5   (mgal)                       NAVD 88
 QG1165  OBS GRAVITY -     980,631.4   (mgal)                       GRAV_OBS
 QG1165
 QG1165  VERT ORDER  -  FIRST     CLASS II
 QG1165
 QG1165.The horizontal coordinates were scaled from a topographic map and have
 QG1165.an estimated accuracy of +/- 6 seconds.
 QG1165
 QG1165.The orthometric height was determined by differential leveling
 QG1165.and adjusted by the National Geodetic Survey in June 1991..
 QG1165
 QG1165.The geoid height was determined by GEOID03.
 QG1165
 QG1165.The dynamic height is computed by dividing the NAVD 88
 QG1165.geopotential number by the normal gravity value computed on the
 QG1165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1165.degrees latitude (g = 980.6199 gals.).
 QG1165
 QG1165.The modeled gravity was interpolated from observed gravity values.
 QG1165.The observed gravity was obtained from relative gravimeter ties
 QG1165.to the IGSN71 gravity network.
 QG1165
 QG1165;                    North         East    Units  Estimated Accuracy
 QG1165;SPC ME E     -   196,790.      304,650.      MT  (+/- 180 meters Scaled)
 QG1165
 QG1165                          SUPERSEDED SURVEY CONTROL
 QG1165
 QG1165.No superseded survey control is available for this station.
 QG1165
 QG1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL437317(NAD 83)
 QG1165_MARKER: DB = BENCH MARK DISK
 QG1165_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QG1165_SP_SET: STAINLESS STEEL ROD
 QG1165_STAMPING: L 184 1978
 QG1165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG1165
 QG1165  HISTORY     - Date     Condition        Report By
 QG1165  HISTORY     - 1978     MONUMENTED       NGS
 QG1165  HISTORY     - 1982     GOOD             NGS
 QG1165
 QG1165                          STATION DESCRIPTION
 QG1165
 QG1165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1165'4.3 MI SW FROM WINN.
 QG1165'4.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 2 FROM THE POST OFFICE AT WINN
 QG1165'TO THE LINCOLN TOWN LINE, 67.9 FT. NORTHWEST OF AND ACROSS THE
 QG1165'HIGHWAY FROM TELEPHONE POLE 808, 37.0 FT. NORTHWEST OF THE CENTER
 QG1165'LINE OF THE HIGHWAY, 13.7 FT. NORTHEAST OF A 40 INCH OAK TREE, 4.0
 QG1165'FT. SOUTHEAST OF A CONCRETE POST TOWN LINE MARKER, DISK IS 3 INCHES
 QG1165'BELOW GROUND ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW
 QG1165'PLUG.
 QG1165
 QG1165                          STATION RECOVERY (1982)
 QG1165
 QG1165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QG1165'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0491 ***********************************************************************
 RF0491  DESIGNATION -  L 185
 RF0491  PID         -  RF0491
 RF0491  STATE/COUNTY-  ME/AROOSTOOK
 RF0491  USGS QUAD   -  WINTERVILLE (1985)
 RF0491
 RF0491                         *CURRENT SURVEY CONTROL
 RF0491  ___________________________________________________________________
 RF0491* NAD 83(1986)-  46 57 46.     (N)    068 36 31.     (W)     SCALED    
 RF0491* NAVD 88     -       204.295  (meters)     670.26   (feet)  ADJUSTED  
 RF0491  ___________________________________________________________________
 RF0491  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 RF0491  DYNAMIC HT  -         204.317 (meters)     670.33  (feet)  COMP
 RF0491  MODELED GRAV-     980,718.1   (mgal)                       NAVD 88
 RF0491
 RF0491  VERT ORDER  -  FIRST     CLASS II
 RF0491
 RF0491.The horizontal coordinates were scaled from a topographic map and have
 RF0491.an estimated accuracy of +/- 6 seconds.
 RF0491
 RF0491.The orthometric height was determined by differential leveling
 RF0491.and adjusted by the National Geodetic Survey in June 1991..
 RF0491
 RF0491.The geoid height was determined by GEOID03.
 RF0491
 RF0491.The dynamic height is computed by dividing the NAVD 88
 RF0491.geopotential number by the normal gravity value computed on the
 RF0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0491.degrees latitude (g = 980.6199 gals.).
 RF0491
 RF0491.The modeled gravity was interpolated from observed gravity values.
 RF0491
 RF0491;                    North         East    Units  Estimated Accuracy
 RF0491;SPC ME E     -   366,290.      291,740.      MT  (+/- 180 meters Scaled)
 RF0491
 RF0491                          SUPERSEDED SURVEY CONTROL
 RF0491
 RF0491.No superseded survey control is available for this station.
 RF0491
 RF0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN297011(NAD 83)
 RF0491_MARKER: DB = BENCH MARK DISK
 RF0491_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RF0491_SP_SET: STAINLESS STEEL ROD
 RF0491_STAMPING: L 185 1978
 RF0491_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0491
 RF0491  HISTORY     - Date     Condition        Report By
 RF0491  HISTORY     - 1978     MONUMENTED       NGS
 RF0491
 RF0491                          STATION DESCRIPTION
 RF0491
 RF0491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0491'6.6 MI SOUTH FROM EAGLE LAKE.
 RF0491'4.7 MILES SOUTH ALONG STATE HIGHWAY 11 FROM ST. MARYS CHURCH AT
 RF0491'EAGLE ALKE, THENCE 1.9 MILES SOUTHWEST ALONG A PAVED ROAD, AT THE
 RF0491'NORTH CORNER OF A T-JUNCTION OF A PAVED ROAD, IN FRONT OF THE
 RF0491'WINTERVILLE PLANTATION TOWN HALL, 45.0 FT. NORTHWEST OF THE CENTER
 RF0491'LINE OF THE PAVED ROAD, 46.0 FT. NORTHEAST OF THE CENTER LINE OF THE
 RF0491'OTHER PAVED ROAD,54.8 FT. NORTHWEST OF THE SOUTHWEST END OF A 25-
 RF0491'INCH METAL PIPE CULVERT 1.8 FT. SOUTHWEST OF A POWER POLE, THE DISK IS
 RF0491'3-INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC
 RF0491'SCREW PLUG FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0463 ***********************************************************************
 RF0463  DESIGNATION -  L 186
 RF0463  PID         -  RF0463
 RF0463  STATE/COUNTY-  ME/AROOSTOOK
 RF0463  USGS QUAD   -  ASHLAND (1986)
 RF0463
 RF0463                         *CURRENT SURVEY CONTROL
 RF0463  ___________________________________________________________________
 RF0463* NAD 83(1986)-  46 44 18.     (N)    068 28 46.     (W)     SCALED    
 RF0463* NAVD 88     -       232.460  (meters)     762.66   (feet)  ADJUSTED  
 RF0463  ___________________________________________________________________
 RF0463  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 RF0463  DYNAMIC HT  -         232.485 (meters)     762.74  (feet)  COMP
 RF0463  MODELED GRAV-     980,715.7   (mgal)                       NAVD 88
 RF0463
 RF0463  VERT ORDER  -  FIRST     CLASS II
 RF0463
 RF0463.The horizontal coordinates were scaled from a topographic map and have
 RF0463.an estimated accuracy of +/- 6 seconds.
 RF0463
 RF0463.The orthometric height was determined by differential leveling
 RF0463.and adjusted by the National Geodetic Survey in June 1991..
 RF0463
 RF0463.The geoid height was determined by GEOID03.
 RF0463
 RF0463.The dynamic height is computed by dividing the NAVD 88
 RF0463.geopotential number by the normal gravity value computed on the
 RF0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0463.degrees latitude (g = 980.6199 gals.).
 RF0463
 RF0463.The modeled gravity was interpolated from observed gravity values.
 RF0463
 RF0463;                    North         East    Units  Estimated Accuracy
 RF0463;SPC ME E     -   341,340.      301,570.      MT  (+/- 180 meters Scaled)
 RF0463
 RF0463                          SUPERSEDED SURVEY CONTROL
 RF0463
 RF0463.No superseded survey control is available for this station.
 RF0463
 RF0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM397762(NAD 83)
 RF0463_MARKER: DB = BENCH MARK DISK
 RF0463_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RF0463_SP_SET: STAINLESS STEEL ROD
 RF0463_STAMPING: L 186 1978
 RF0463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0463
 RF0463  HISTORY     - Date     Condition        Report By
 RF0463  HISTORY     - 1978     MONUMENTED       NGS
 RF0463
 RF0463                          STATION DESCRIPTION
 RF0463
 RF0463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0463'1.55 MI SOUTH FROM PORTAGE.
 RF0463'1.55 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT
 RF0463'PORTAGE, 0.1 MILES SOUTHEAST OF THE Y-JUNCTION OF A DIRT ROAD LEADING
 RF0463'NORTH, ON THE OUTSIDE, AND THE SOUTEAST END OF A CURVE, 29.4
 RF0463'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 323.0 FEET SOUTHEAST
 RF0463'OF THE EAST CORNER OF A 2-STORY FARM HOUSE, 12.5 FEET SOUTHEAST OF A
 RF0463'DOUBLE GUYED POWER POLE. THE DISK IS 3-INCHES BELOW GROUND, ACCESS
 RF0463'TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG FLUSH WITH
 RF0463'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0372 ***********************************************************************
 RF0372  DESIGNATION -  L 187
 RF0372  PID         -  RF0372
 RF0372  STATE/COUNTY-  ME/AROOSTOOK
 RF0372  USGS QUAD   -  GREENLAW POND (1986)
 RF0372
 RF0372                         *CURRENT SURVEY CONTROL
 RF0372  ___________________________________________________________________
 RF0372* NAD 83(1986)-  46 40 03.     (N)    068 44 10.     (W)     SCALED    
 RF0372* NAVD 88     -       279.967  (meters)     918.53   (feet)  ADJUSTED  
 RF0372  ___________________________________________________________________
 RF0372  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 RF0372  DYNAMIC HT  -         279.990 (meters)     918.60  (feet)  COMP
 RF0372  MODELED GRAV-     980,688.8   (mgal)                       NAVD 88
 RF0372
 RF0372  VERT ORDER  -  FIRST     CLASS II
 RF0372
 RF0372.The horizontal coordinates were scaled from a topographic map and have
 RF0372.an estimated accuracy of +/- 6 seconds.
 RF0372
 RF0372.The orthometric height was determined by differential leveling
 RF0372.and adjusted by the National Geodetic Survey in June 1991..
 RF0372
 RF0372.The geoid height was determined by GEOID03.
 RF0372
 RF0372.The dynamic height is computed by dividing the NAVD 88
 RF0372.geopotential number by the normal gravity value computed on the
 RF0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0372.degrees latitude (g = 980.6199 gals.).
 RF0372
 RF0372.The modeled gravity was interpolated from observed gravity values.
 RF0372
 RF0372;                    North         East    Units  Estimated Accuracy
 RF0372;SPC ME E     -   333,490.      281,930.      MT  (+/- 180 meters Scaled)
 RF0372
 RF0372                          SUPERSEDED SURVEY CONTROL
 RF0372
 RF0372.No superseded survey control is available for this station.
 RF0372
 RF0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM201682(NAD 83)
 RF0372_MARKER: DB = BENCH MARK DISK
 RF0372_SETTING: 66 = SET IN ROCK OUTCROP
 RF0372_SP_SET: ROCK OUTCROP
 RF0372_STAMPING: L 187 1978
 RF0372_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0372+STABILITY: POSITION/ELEVATION WELL
 RF0372
 RF0372  HISTORY     - Date     Condition        Report By
 RF0372  HISTORY     - 1978     MONUMENTED       NGS
 RF0372
 RF0372                          STATION DESCRIPTION
 RF0372
 RF0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0372'11.7 MI WEST FROM SIX MILE CHECK POINT.
 RF0372'10.85 MILES WEST ALONG AMERICAN REALTY ROAD FROM SIX MILE CHECK POINT,
 RF0372'THENCE 0.85 MILES NORTHWEST ALONG THE MAIN TRAVELED GRAVEL ROAD,
 RF0372'0.75 MILES NORTHWEST OF MILE MARKER 17, INSIDE A NORTHWESTERLY
 RF0372'CURVE, 24.7 FT. WEST OF THE CENTER LINE OF THE ROAD, 9.0 FT. EAST
 RF0372'OF A 12-INCH TRIANGULAR BLAZE FIR TREE, IN THE TOP OF THE NORTH-
 RF0372'WEST END OF AN 8 BY 6-FT. ROCK OUTCROP, 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1189 ***********************************************************************
 QG1189  DESIGNATION -  L 187 X
 QG1189  PID         -  QG1189
 QG1189  STATE/COUNTY-  ME/AROOSTOOK
 QG1189  USGS QUAD   -  REED POND (1988)
 QG1189
 QG1189                         *CURRENT SURVEY CONTROL
 QG1189  ___________________________________________________________________
 QG1189* NAD 83(1986)-  45 41 42.     (N)    068 07 39.     (W)     SCALED    
 QG1189* NAVD 88     -       136.699  (meters)     448.49   (feet)  ADJUSTED  
 QG1189  ___________________________________________________________________
 QG1189  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 QG1189  DYNAMIC HT  -         136.702 (meters)     448.50  (feet)  COMP
 QG1189  MODELED GRAV-     980,635.6   (mgal)                       NAVD 88
 QG1189
 QG1189  VERT ORDER  -  FIRST     CLASS II
 QG1189
 QG1189.The horizontal coordinates were scaled from a topographic map and have
 QG1189.an estimated accuracy of +/- 6 seconds.
 QG1189
 QG1189.The orthometric height was determined by differential leveling
 QG1189.and adjusted by the National Geodetic Survey in June 1991..
 QG1189
 QG1189.The geoid height was determined by GEOID03.
 QG1189
 QG1189.The dynamic height is computed by dividing the NAVD 88
 QG1189.geopotential number by the normal gravity value computed on the
 QG1189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1189.degrees latitude (g = 980.6199 gals.).
 QG1189
 QG1189.The modeled gravity was interpolated from observed gravity values.
 QG1189
 QG1189;                    North         East    Units  Estimated Accuracy
 QG1189;SPC ME E     -   225,450.      329,010.      MT  (+/- 180 meters Scaled)
 QG1189
 QG1189                          SUPERSEDED SURVEY CONTROL
 QG1189
 QG1189.No superseded survey control is available for this station.
 QG1189
 QG1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL679605(NAD 83)
 QG1189_MARKER: DB = BENCH MARK DISK
 QG1189_SETTING: 66 = SET IN ROCK OUTCROP
 QG1189_SP_SET: ROCK OUTCROP
 QG1189_STAMPING: L 187 X 1978
 QG1189_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG1189+STABILITY: POSITION/ELEVATION WELL
 QG1189
 QG1189  HISTORY     - Date     Condition        Report By
 QG1189  HISTORY     - 1978     MONUMENTED       NGS
 QG1189
 QG1189                          STATION DESCRIPTION
 QG1189
 QG1189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1189'2.1 MI SE FROM REED.
 QG1189'2.1 MILES SOUTHEAST ALONG STATE HIGHWAY 171 FROM ITS JUNCTION WITH
 QG1189'U.S. HIGHWAY 2A AT REED, 100.8 FT. NORTH OF CENTER LINE OF A GRAVEL
 QG1189'ROAD LEADING EAST FROM THE HIGHWAY, 36.7 FT. EAST OF CENTER LINE OF
 QG1189'HIGHWAY, 17.2 FT. EAST SOUTHEAST OF A POWER POLE. DISK IS SET ON TOP
 QG1189'OF A 21 INCH STAINLESS STEEL ROD CEMENTED INTO A ROCK LEDGE AND
 QG1189'ENCASED IN A 17 INCH PLASTIC PIPE, ACCESS TO WHICH IS HAD THROUGH A
 QG1189'4 INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0397 ***********************************************************************
 RF0397  DESIGNATION -  L 188
 RF0397  PID         -  RF0397
 RF0397  STATE/COUNTY-  ME/AROOSTOOK
 RF0397  USGS QUAD   -  FIFTH MUSQUACOOK LAKE (1986)
 RF0397
 RF0397                         *CURRENT SURVEY CONTROL
 RF0397  ___________________________________________________________________
 RF0397* NAD 83(1986)-  46 37 00.     (N)    069 05 24.     (W)     SCALED    
 RF0397* NAVD 88     -       385.384  (meters)    1264.38   (feet)  ADJUSTED  
 RF0397  ___________________________________________________________________
 RF0397  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 RF0397  DYNAMIC HT  -         385.408 (meters)    1264.46  (feet)  COMP
 RF0397  MODELED GRAV-     980,666.2   (mgal)                       NAVD 88
 RF0397
 RF0397  VERT ORDER  -  FIRST     CLASS II
 RF0397
 RF0397.The horizontal coordinates were scaled from a topographic map and have
 RF0397.an estimated accuracy of +/- 6 seconds.
 RF0397
 RF0397.The orthometric height was determined by differential leveling
 RF0397.and adjusted by the National Geodetic Survey in June 1991..
 RF0397
 RF0397.The geoid height was determined by GEOID03.
 RF0397
 RF0397.The dynamic height is computed by dividing the NAVD 88
 RF0397.geopotential number by the normal gravity value computed on the
 RF0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0397.degrees latitude (g = 980.6199 gals.).
 RF0397
 RF0397.The modeled gravity was interpolated from observed gravity values.
 RF0397
 RF0397;                    North         East    Units  Estimated Accuracy
 RF0397;SPC ME E     -   327,980.      254,810.      MT  (+/- 180 meters Scaled)
 RF0397
 RF0397                          SUPERSEDED SURVEY CONTROL
 RF0397
 RF0397.No superseded survey control is available for this station.
 RF0397
 RF0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM931625(NAD 83)
 RF0397_MARKER: DB = BENCH MARK DISK
 RF0397_SETTING: 66 = SET IN ROCK OUTCROP
 RF0397_SP_SET: OUTCROP
 RF0397_STAMPING: L 188 1978
 RF0397_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0397+STABILITY: POSITION/ELEVATION WELL
 RF0397
 RF0397  HISTORY     - Date     Condition        Report By
 RF0397  HISTORY     - 1978     MONUMENTED       NGS
 RF0397
 RF0397                          STATION DESCRIPTION
 RF0397
 RF0397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0397'4.25 MI EAST FROM MUSQUACOOK CHECK POINT.
 RF0397'4.25 MILES EAST ALONG THE MAIN TRAVELED GRAVEL ROAD FROM MUSQUACOOK
 RF0397'CHECK POINT, 0.65 MILES WEST OF THE T-JUNCTION OF A NARROW GRAVEL
 RF0397'ROAD AT THE NORTHEAST END OF A CURVE, AT THE SOUTHEAST CORNER OF A
 RF0397'SMALL CLEARING, 33.0 FEET NORTH OF THE CENTER LINE OF THE ROAD, 32.4
 RF0397'FEET SOUTH OF A 10-INCH TRIANGLE BLAZED WHITE BIRCH, IN THE TOP OF
 RF0397'THE HIGHEST POINT OF A 5 BY 6-FOOT OUTCROP, 3 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0440 ***********************************************************************
 RF0440  DESIGNATION -  L 189
 RF0440  PID         -  RF0440
 RF0440  STATE/COUNTY-  ME/AROOSTOOK
 RF0440  USGS QUAD   -  BEAVER POND SE (1986)
 RF0440
 RF0440                         *CURRENT SURVEY CONTROL
 RF0440  ___________________________________________________________________
 RF0440* NAD 83(1986)-  46 34 56.     (N)    069 48 16.     (W)     SCALED    
 RF0440* NAVD 88     -       324.064  (meters)    1063.20   (feet)  ADJUSTED  
 RF0440  ___________________________________________________________________
 RF0440  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 RF0440  DYNAMIC HT  -         324.073 (meters)    1063.23  (feet)  COMP
 RF0440  MODELED GRAV-     980,632.7   (mgal)                       NAVD 88
 RF0440
 RF0440  VERT ORDER  -  FIRST     CLASS II
 RF0440
 RF0440.The horizontal coordinates were scaled from a topographic map and have
 RF0440.an estimated accuracy of +/- 6 seconds.
 RF0440
 RF0440.The orthometric height was determined by differential leveling
 RF0440.and adjusted by the National Geodetic Survey in June 1991..
 RF0440
 RF0440.The geoid height was determined by GEOID03.
 RF0440
 RF0440.The dynamic height is computed by dividing the NAVD 88
 RF0440.geopotential number by the normal gravity value computed on the
 RF0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0440.degrees latitude (g = 980.6199 gals.).
 RF0440
 RF0440.The modeled gravity was interpolated from observed gravity values.
 RF0440
 RF0440;                    North         East    Units  Estimated Accuracy
 RF0440;SPC ME E     -   324,810.      200,030.      MT  (+/- 180 meters Scaled)
 RF0440
 RF0440                          SUPERSEDED SURVEY CONTROL
 RF0440
 RF0440.No superseded survey control is available for this station.
 RF0440
 RF0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM383590(NAD 83)
 RF0440_MARKER: DB = BENCH MARK DISK
 RF0440_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RF0440_SP_SET: STAINLESS STEEL ROD
 RF0440_STAMPING: L 189 1978
 RF0440_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0440
 RF0440  HISTORY     - Date     Condition        Report By
 RF0440  HISTORY     - 1978     MONUMENTED       NGS
 RF0440
 RF0440                          STATION DESCRIPTION
 RF0440
 RF0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0440'10.9 MI EAST FROM DAAQUAM.
 RF0440'10.9 MILES EAST ALONG THE MAIN TRAVELED GRAVEL ROAD FROM THE U.S.
 RF0440'CUSTOM OFFICE AT DAAQUAM, 0.65 MILE NORTHEAST OF THE SOUTHEAST
 RF0440'END OF A BRIDGE OVER THE ST. JOHN RIVER, AT THE T-JUNCTION OF AN
 RF0440'OLD WOODS ROAD LEADING SOUTHEAST, 55.5 FEET SOUTHEAST OF THE CENTER
 RF0440'LINE OF THE ROAD, 13.0 FEET SOUTHWEST OF THE CENTER LINE OF THE
 RF0440'WOODS ROAD, 11.0 FEET EAST OF A 12-INCH TRIANGULAR BLAZED FIR TREE.
 RF0440'THE DISK IS 3 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH
 RF0440'A 4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0038 ***********************************************************************
 QF0038  DESIGNATION -  L 19
 QF0038  PID         -  QF0038
 QF0038  STATE/COUNTY-  ME/WASHINGTON
 QF0038  USGS QUAD   -  CALAIS (1977)
 QF0038
 QF0038                         *CURRENT SURVEY CONTROL
 QF0038  ___________________________________________________________________
 QF0038* NAD 83(1986)-  45 07 58.     (N)    067 19 31.     (W)     SCALED    
 QF0038* NAVD 88     -        29.371  (meters)      96.36   (feet)  ADJUSTED  
 QF0038  ___________________________________________________________________
 QF0038  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 QF0038  DYNAMIC HT  -          29.371 (meters)      96.36  (feet)  COMP
 QF0038  MODELED GRAV-     980,609.8   (mgal)                       NAVD 88
 QF0038
 QF0038  VERT ORDER  -  SECOND    CLASS 0
 QF0038
 QF0038.The horizontal coordinates were scaled from a topographic map and have
 QF0038.an estimated accuracy of +/- 6 seconds.
 QF0038
 QF0038.The orthometric height was determined by differential leveling
 QF0038.and adjusted by the National Geodetic Survey in June 1991..
 QF0038
 QF0038.The geoid height was determined by GEOID03.
 QF0038
 QF0038.The dynamic height is computed by dividing the NAVD 88
 QF0038.geopotential number by the normal gravity value computed on the
 QF0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0038.degrees latitude (g = 980.6199 gals.).
 QF0038
 QF0038.The modeled gravity was interpolated from observed gravity values.
 QF0038
 QF0038;                    North         East    Units  Estimated Accuracy
 QF0038;SPC ME E     -   163,570.      392,400.      MT  (+/- 180 meters Scaled)
 QF0038
 QF0038                          SUPERSEDED SURVEY CONTROL
 QF0038
 QF0038  NGVD 29 (??/??/92)   29.573  (m)           97.02   (f) ADJ UNCH    2 0
 QF0038
 QF0038.Superseded values are not recommended for survey control.
 QF0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0038.See file dsdata.txt to determine how the superseded data were derived.
 QF0038
 QF0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK316990(NAD 83)
 QF0038_MARKER: DB = BENCH MARK DISK
 QF0038_SETTING: 80 = SET IN A BOULDER
 QF0038_SP_SET: BOULDER
 QF0038_STAMPING: 97.024 L 19 1933
 QF0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0038+STABILITY: SURFACE MOTION
 QF0038
 QF0038  HISTORY     - Date     Condition        Report By
 QF0038  HISTORY     - 1933     MONUMENTED       CGS
 QF0038  HISTORY     - 1946     GOOD             NGS
 QF0038
 QF0038                          STATION DESCRIPTION
 QF0038
 QF0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 QF0038'0.5 MI W FROM BARING.
 QF0038'IN NEW BRUNSWICK, CANADA, 0.5 MILE WEST ALONG THE OLD ROADBED OF
 QF0038'THE ABANDONED MAINE CENTRAL RAILROAD FROM THE STATION AT BARING,
 QF0038'WASHINGTON COUNTY, MAINE, 12 RAILS WEST OF A SMALL RAILROAD
 QF0038'BRIDGE, NEAR THE MIDDLE OF A SMALL CUT, 13 YARDS SOUTH OF THE
 QF0038'CENTER LINE OF THE OLD ROADBED, 6 YARDS SOUTH OF THE FENCE, IN
 QF0038'THE TOP OF A 6- BY 7-FOOT BOULDER, AND ABOUT 3 FEET ABOVE THE
 QF0038'GROUND.  A STANDARD DISK, STAMPED 97.024 L 19 1933.
 QF0038
 QF0038                          STATION RECOVERY (1946)
 QF0038
 QF0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 QF0038'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0424 ***********************************************************************
 RF0424  DESIGNATION -  L 190
 RF0424  PID         -  RF0424
 RF0424  STATE/COUNTY-  ME/AROOSTOOK
 RF0424  USGS QUAD   -  CLAYTON LAKE (1986)
 RF0424
 RF0424                         *CURRENT SURVEY CONTROL
 RF0424  ___________________________________________________________________
 RF0424* NAD 83(1986)-  46 36 56.     (N)    069 34 09.     (W)     SCALED    
 RF0424* NAVD 88     -       328.933  (meters)    1079.17   (feet)  ADJUSTED  
 RF0424  ___________________________________________________________________
 RF0424  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 RF0424  DYNAMIC HT  -         328.944 (meters)    1079.21  (feet)  COMP
 RF0424  MODELED GRAV-     980,638.1   (mgal)                       NAVD 88
 RF0424
 RF0424  VERT ORDER  -  FIRST     CLASS II
 RF0424
 RF0424.The horizontal coordinates were scaled from a topographic map and have
 RF0424.an estimated accuracy of +/- 6 seconds.
 RF0424
 RF0424.The orthometric height was determined by differential leveling
 RF0424.and adjusted by the National Geodetic Survey in June 1991..
 RF0424
 RF0424.The geoid height was determined by GEOID03.
 RF0424
 RF0424.The dynamic height is computed by dividing the NAVD 88
 RF0424.geopotential number by the normal gravity value computed on the
 RF0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0424.degrees latitude (g = 980.6199 gals.).
 RF0424
 RF0424.The modeled gravity was interpolated from observed gravity values.
 RF0424
 RF0424;                    North         East    Units  Estimated Accuracy
 RF0424;SPC ME E     -   328,250.      218,110.      MT  (+/- 180 meters Scaled)
 RF0424
 RF0424                          SUPERSEDED SURVEY CONTROL
 RF0424
 RF0424.No superseded survey control is available for this station.
 RF0424
 RF0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM564626(NAD 83)
 RF0424_MARKER: DB = BENCH MARK DISK
 RF0424_SETTING: 66 = SET IN ROCK OUTCROP
 RF0424_SP_SET: LEDGE
 RF0424_STAMPING: L 190 1978
 RF0424_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0424+STABILITY: POSITION/ELEVATION WELL
 RF0424
 RF0424  HISTORY     - Date     Condition        Report By
 RF0424  HISTORY     - 1978     MONUMENTED       NGS
 RF0424
 RF0424                          STATION DESCRIPTION
 RF0424
 RF0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0424'2.4 MI WEST FROM CLAYTON LAKE.
 RF0424'2.4 MILES WEST ALONG THE MAIN TRAVELED GRAVEL ROAD FROM THE POST
 RF0424'OFFICE AT CLAYTON LAKE, 0.55 MILE WEST OF A SMALL WOODEN BRIDGE
 RF0424'OVER KELLY BROOK, 0.1 MILE EAST OF THE T-JUNCTION OF A LOGGING ROAD
 RF0424'LEADING NORTH, 23.0 FEET NORTH OF THE CENTER LINE OF THE ROAD, 36.6
 RF0424'FEET SOUTHEAST OF A 20-INCH TRIANGLE BLAZED FIR TREE. 212.0 FEET
 RF0424'EAST OF THE NORTH END OF A 12-INCH METAL PIPE CULVERT.
 RF0424'A METAL WITNESS POST IN THE TOP OF A FLAT 3 BY 2-FOOT ROCK LEDGE
 RF0424'LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0276 ***********************************************************************
 QF0276  DESIGNATION -  L 191
 QF0276  PID         -  QF0276
 QF0276  STATE/COUNTY-  ME/WASHINGTON
 QF0276  USGS QUAD   -  BROOKTON (1988)
 QF0276
 QF0276                         *CURRENT SURVEY CONTROL
 QF0276  ___________________________________________________________________
 QF0276* NAD 83(1986)-  45 30 26.     (N)    067 45 03.     (W)     SCALED    
 QF0276* NAVD 88     -       168.766  (meters)     553.69   (feet)  ADJUSTED  
 QF0276  ___________________________________________________________________
 QF0276  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 QF0276  DYNAMIC HT  -         168.764 (meters)     553.69  (feet)  COMP
 QF0276  MODELED GRAV-     980,600.8   (mgal)                       NAVD 88
 QF0276
 QF0276  VERT ORDER  -  FIRST     CLASS II
 QF0276
 QF0276.The horizontal coordinates were scaled from a topographic map and have
 QF0276.an estimated accuracy of +/- 6 seconds.
 QF0276
 QF0276.The orthometric height was determined by differential leveling
 QF0276.and adjusted by the National Geodetic Survey in June 1991..
 QF0276
 QF0276.The geoid height was determined by GEOID03.
 QF0276
 QF0276.The dynamic height is computed by dividing the NAVD 88
 QF0276.geopotential number by the normal gravity value computed on the
 QF0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0276.degrees latitude (g = 980.6199 gals.).
 QF0276
 QF0276.The modeled gravity was interpolated from observed gravity values.
 QF0276
 QF0276;                    North         East    Units  Estimated Accuracy
 QF0276;SPC ME E     -   204,780.      358,540.      MT  (+/- 180 meters Scaled)
 QF0276
 QF0276                          SUPERSEDED SURVEY CONTROL
 QF0276
 QF0276.No superseded survey control is available for this station.
 QF0276
 QF0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL975400(NAD 83)
 QF0276_MARKER: DB = BENCH MARK DISK
 QF0276_SETTING: 66 = SET IN ROCK OUTCROP
 QF0276_SP_SET: ROCK CUT
 QF0276_STAMPING: L 191 1978
 QF0276_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0276+STABILITY: POSITION/ELEVATION WELL
 QF0276
 QF0276  HISTORY     - Date     Condition        Report By
 QF0276  HISTORY     - 1978     MONUMENTED       NGS
 QF0276
 QF0276                          STATION DESCRIPTION
 QF0276
 QF0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0276'1.7 MI SE FROM BROOKTON.
 QF0276'1.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 1 FROM THE CROSS ROADS OF
 QF0276'LAKE ROAD AND FOREST STATION ROAD IN BROOKTON, 46.5 FEET SOUTH OF
 QF0276'A POWER POLE WITH ONE GUY WIRE, 28.5 FEET WEST OF A TRIANGULAR
 QF0276'BLAZED 7-INCH FIR TREE, 24.2 FEET EAST OF THE CENTER LINE OF
 QF0276'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0224 ***********************************************************************
 QF0224  DESIGNATION -  L 192
 QF0224  PID         -  QF0224
 QF0224  STATE/COUNTY-  ME/AROOSTOOK
 QF0224  USGS QUAD   -  ORIENT (1989)
 QF0224
 QF0224                         *CURRENT SURVEY CONTROL
 QF0224  ___________________________________________________________________
 QF0224* NAD 83(1986)-  45 48 09.     (N)    067 50 58.     (W)     SCALED    
 QF0224* NAVD 88     -       154.886  (meters)     508.16   (feet)  ADJUSTED  
 QF0224  ___________________________________________________________________
 QF0224  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 QF0224  DYNAMIC HT  -         154.889 (meters)     508.17  (feet)  COMP
 QF0224  MODELED GRAV-     980,632.5   (mgal)                       NAVD 88
 QF0224
 QF0224  VERT ORDER  -  FIRST     CLASS II
 QF0224
 QF0224.The horizontal coordinates were scaled from a topographic map and have
 QF0224.an estimated accuracy of +/- 6 seconds.
 QF0224
 QF0224.The orthometric height was determined by differential leveling
 QF0224.and adjusted by the National Geodetic Survey in June 1991..
 QF0224
 QF0224.The geoid height was determined by GEOID03.
 QF0224
 QF0224.The dynamic height is computed by dividing the NAVD 88
 QF0224.geopotential number by the normal gravity value computed on the
 QF0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0224.degrees latitude (g = 980.6199 gals.).
 QF0224
 QF0224.The modeled gravity was interpolated from observed gravity values.
 QF0224
 QF0224;                    North         East    Units  Estimated Accuracy
 QF0224;SPC ME E     -   237,530.      350,570.      MT  (+/- 180 meters Scaled)
 QF0224
 QF0224                          SUPERSEDED SURVEY CONTROL
 QF0224
 QF0224.No superseded survey control is available for this station.
 QF0224
 QF0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL894727(NAD 83)
 QF0224_MARKER: DB = BENCH MARK DISK
 QF0224_SETTING: 66 = SET IN ROCK OUTCROP
 QF0224_SP_SET: ROCK OUTCROP
 QF0224_STAMPING: L 192 1978
 QF0224_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0224+STABILITY: POSITION/ELEVATION WELL
 QF0224
 QF0224  HISTORY     - Date     Condition        Report By
 QF0224  HISTORY     - 1978     MONUMENTED       NGS
 QF0224
 QF0224                          STATION DESCRIPTION
 QF0224
 QF0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0224'10.1 MI NORTH FROM DANFORTH.
 QF0224'0.1 MILE NORTHEAST ALONG DEPOT STREET FROM THE TOWN HALL AT DANFORTH
 QF0224'TO THE JUNCTION OF U.S. HIGHWAY 1, THENCE 10.0 MILES NORTH ALONG
 QF0224'U.S. HIGHWAY 1, 0.3 MILES SOUTH OF A Y-JUNCTION LEADING NORTH-
 QF0224'NORTHEAST TO ORIENT, 92.9 FEET NORTHEAST OF POWER POLE 436,42.9 FEET
 QF0224'NORTHWEST OF CENTER LINE OF HIGHWAY, 26.1 FEET SOUTHWEST OF A TWIN-
 QF0224'TRUNKED TRIANGLE BLAZED 15-INCH BIRCH TREE, ALSO 10.3 MILES SOUTH
 QF0224'ALONG U.S. HIGHWAY 1, FROM THE AMITY BAPTIST AT NORTH AMITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0202 ***********************************************************************
 QF0202  DESIGNATION -  L 193
 QF0202  PID         -  QF0202
 QF0202  STATE/COUNTY-  ME/WASHINGTON
 QF0202  USGS QUAD   -  LAMBERT LAKE (1988)
 QF0202
 QF0202                         *CURRENT SURVEY CONTROL
 QF0202  ___________________________________________________________________
 QF0202* NAD 83(1986)-  45 31 00.     (N)    067 33 46.     (W)     SCALED    
 QF0202* NAVD 88     -       151.913  (meters)     498.40   (feet)  ADJUSTED  
 QF0202  ___________________________________________________________________
 QF0202  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 QF0202  DYNAMIC HT  -         151.913 (meters)     498.40  (feet)  COMP
 QF0202  MODELED GRAV-     980,608.9   (mgal)                       NAVD 88
 QF0202
 QF0202  VERT ORDER  -  FIRST     CLASS II
 QF0202
 QF0202.The horizontal coordinates were scaled from a topographic map and have
 QF0202.an estimated accuracy of +/- 6 seconds.
 QF0202
 QF0202.The orthometric height was determined by differential leveling
 QF0202.and adjusted by the National Geodetic Survey in June 1991..
 QF0202
 QF0202.The geoid height was determined by GEOID03.
 QF0202
 QF0202.The dynamic height is computed by dividing the NAVD 88
 QF0202.geopotential number by the normal gravity value computed on the
 QF0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0202.degrees latitude (g = 980.6199 gals.).
 QF0202
 QF0202.The modeled gravity was interpolated from observed gravity values.
 QF0202
 QF0202;                    North         East    Units  Estimated Accuracy
 QF0202;SPC ME E     -   205,990.      373,220.      MT  (+/- 180 meters Scaled)
 QF0202
 QF0202                          SUPERSEDED SURVEY CONTROL
 QF0202
 QF0202.No superseded survey control is available for this station.
 QF0202
 QF0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL122413(NAD 83)
 QF0202_MARKER: DB = BENCH MARK DISK
 QF0202_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QF0202_SP_SET: STAINLESS STEEL ROD
 QF0202_STAMPING: L 193 1978
 QF0202_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QF0202
 QF0202  HISTORY     - Date     Condition        Report By
 QF0202  HISTORY     - 1978     MONUMENTED       NGS
 QF0202
 QF0202                          STATION DESCRIPTION
 QF0202
 QF0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0202'2.2 MI SW FROM LAMBERT LAKE.
 QF0202'2.2 MILES SOUTHWEST ALONG STATE HIGHWAY 6 FROM THE CANADIAN PACIFIC
 QF0202'RAILROAD CROSSING AT LAMBERT LAKE, 135.3 FEET NORTH OF POWER POLE
 QF0202'WITH ONE TRANSFORMER AND THREE CROSS MEMBERS, 78.7 FEET SOUTH-
 QF0202'SOUTHEAST OF A POWER POLE, 41.2 FEET WEST-NORTHWEST OF THE CENTER
 QF0202'LINE OF HIGHWAY. DISK IS 4 INCHES BELOW GROUND, ACCESS TO WHICH IS
 QF0202'HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0254 ***********************************************************************
 QF0254  DESIGNATION -  L 194
 QF0254  PID         -  QF0254
 QF0254  STATE/COUNTY-  ME/WASHINGTON
 QF0254  USGS QUAD   -  WAITE (1988)
 QF0254
 QF0254                         *CURRENT SURVEY CONTROL
 QF0254  ___________________________________________________________________
 QF0254* NAD 83(1986)-  45 15 54.     (N)    067 37 43.     (W)     SCALED    
 QF0254* NAVD 88     -        71.041  (meters)     233.07   (feet)  ADJUSTED  
 QF0254  ___________________________________________________________________
 QF0254  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 QF0254  DYNAMIC HT  -          71.040 (meters)     233.07  (feet)  COMP
 QF0254  MODELED GRAV-     980,605.9   (mgal)                       NAVD 88
 QF0254
 QF0254  VERT ORDER  -  FIRST     CLASS II
 QF0254
 QF0254.The horizontal coordinates were scaled from a topographic map and have
 QF0254.an estimated accuracy of +/- 6 seconds.
 QF0254
 QF0254.The orthometric height was determined by differential leveling
 QF0254.and adjusted by the National Geodetic Survey in June 1991..
 QF0254
 QF0254.The geoid height was determined by GEOID03.
 QF0254
 QF0254.The dynamic height is computed by dividing the NAVD 88
 QF0254.geopotential number by the normal gravity value computed on the
 QF0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0254.degrees latitude (g = 980.6199 gals.).
 QF0254
 QF0254.The modeled gravity was interpolated from observed gravity values.
 QF0254
 QF0254;                    North         East    Units  Estimated Accuracy
 QF0254;SPC ME E     -   177,960.      368,380.      MT  (+/- 180 meters Scaled)
 QF0254
 QF0254                          SUPERSEDED SURVEY CONTROL
 QF0254
 QF0254.No superseded survey control is available for this station.
 QF0254
 QF0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL075133(NAD 83)
 QF0254_MARKER: DB = BENCH MARK DISK
 QF0254_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QF0254_SP_SET: WING WALL
 QF0254_STAMPING: L 194 1978
 QF0254_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QF0254
 QF0254  HISTORY     - Date     Condition        Report By
 QF0254  HISTORY     - 1978     MONUMENTED       NGS
 QF0254
 QF0254                          STATION DESCRIPTION
 QF0254
 QF0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0254'3.7 MI NW FROM PRINCETON.
 QF0254'3.7 MILES NORTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 QF0254'PRINCETON, AT THE BRIDGE OVER HUNTLEY BROOK, 18.1 FEET NORTHEAST
 QF0254'OF THE CENTER LINE OF HIGHWAY, IN THE TOP OF THE NORTH WING WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0523 ***********************************************************************
 RF0523  DESIGNATION -  L 195
 RF0523  PID         -  RF0523
 RF0523  STATE/COUNTY-  ME/AROOSTOOK
 RF0523  USGS QUAD   -  MC NALLY RIDGE (1986)
 RF0523
 RF0523                         *CURRENT SURVEY CONTROL
 RF0523  ___________________________________________________________________
 RF0523* NAD 83(1986)-  46 17 14.     (N)    068 21 28.     (W)     SCALED    
 RF0523* NAVD 88     -       295.759  (meters)     970.34   (feet)  ADJUSTED  
 RF0523  ___________________________________________________________________
 RF0523  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 RF0523  DYNAMIC HT  -         295.773 (meters)     970.38  (feet)  COMP
 RF0523  MODELED GRAV-     980,654.8   (mgal)                       NAVD 88
 RF0523
 RF0523  VERT ORDER  -  FIRST     CLASS II
 RF0523
 RF0523.The horizontal coordinates were scaled from a topographic map and have
 RF0523.an estimated accuracy of +/- 6 seconds.
 RF0523
 RF0523.The orthometric height was determined by differential leveling
 RF0523.and adjusted by the National Geodetic Survey in June 1991..
 RF0523
 RF0523.The geoid height was determined by GEOID03.
 RF0523
 RF0523.The dynamic height is computed by dividing the NAVD 88
 RF0523.geopotential number by the normal gravity value computed on the
 RF0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0523.degrees latitude (g = 980.6199 gals.).
 RF0523
 RF0523.The modeled gravity was interpolated from observed gravity values.
 RF0523
 RF0523;                    North         East    Units  Estimated Accuracy
 RF0523;SPC ME E     -   291,210.      310,960.      MT  (+/- 180 meters Scaled)
 RF0523
 RF0523                          SUPERSEDED SURVEY CONTROL
 RF0523
 RF0523.No superseded survey control is available for this station.
 RF0523
 RF0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM494261(NAD 83)
 RF0523_MARKER: DB = BENCH MARK DISK
 RF0523_SETTING: 66 = SET IN ROCK OUTCROP
 RF0523_SP_SET: LEDGE
 RF0523_STAMPING: L 195 1978
 RF0523_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0523+STABILITY: POSITION/ELEVATION WELL
 RF0523
 RF0523  HISTORY     - Date     Condition        Report By
 RF0523  HISTORY     - 1978     MONUMENTED       NGS
 RF0523
 RF0523                          STATION DESCRIPTION
 RF0523
 RF0523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0523'16.6 MI NW FROM SMYRNA MILLS.
 RF0523'10.45 MILES NORTHWEST ALONG STATE HIGHWAY 212 FROM THE JUNCTION OF
 RF0523'U.S. HIGHWAY 2 AT SMYRNA MILLS, THENCE 6.1 MILES NORTH ALONG STATE
 RF0523'HIGHWAY 11, 1.75 MILES NORTHWEST OF A 10-FT. METAL PIPE CULVERT TO
 RF0523'TRACY BROOK, OUTSIDE AND AT THE NORTHWEST END OF A LONG CURVE, 31.0
 RF0523'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 60.9 FEET SOUTH-
 RF0523'EAST OF POWER POLE NUMBER 939, 10.7 FEET NORTHEAST OF A 12-INCH
 RF0523'TRIANGULAR BLAZED FIR TREE, IN THE TOP OF AN 8 BY 2-FT. LEDGE
 RF0523'1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0211 ***********************************************************************
 QF0211  DESIGNATION -  L 196
 QF0211  PID         -  QF0211
 QF0211  STATE/COUNTY-  ME/WASHINGTON
 QF0211  USGS QUAD   -  VANCEBORO (1988)
 QF0211
 QF0211                         *CURRENT SURVEY CONTROL
 QF0211  ___________________________________________________________________
 QF0211* NAD 83(1986)-  45 34 05.     (N)    067 25 48.     (W)     SCALED    
 QF0211* NAVD 88     -       117.627  (meters)     385.91   (feet)  ADJUSTED  
 QF0211  ___________________________________________________________________
 QF0211  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 QF0211  DYNAMIC HT  -         117.628 (meters)     385.92  (feet)  COMP
 QF0211  MODELED GRAV-     980,619.8   (mgal)                       NAVD 88
 QF0211  OBS GRAVITY -     980,617.6   (mgal)                       GRAV_OBS
 QF0211
 QF0211  VERT ORDER  -  FIRST     CLASS II
 QF0211
 QF0211.The horizontal coordinates were scaled from a topographic map and have
 QF0211.an estimated accuracy of +/- 6 seconds.
 QF0211
 QF0211.The orthometric height was determined by differential leveling
 QF0211.and adjusted by the National Geodetic Survey in June 1991..
 QF0211
 QF0211.The geoid height was determined by GEOID03.
 QF0211
 QF0211.The dynamic height is computed by dividing the NAVD 88
 QF0211.geopotential number by the normal gravity value computed on the
 QF0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0211.degrees latitude (g = 980.6199 gals.).
 QF0211
 QF0211.The modeled gravity was interpolated from observed gravity values.
 QF0211.The observed gravity was obtained from relative gravimeter ties
 QF0211.to the IGSN71 gravity network.
 QF0211
 QF0211;                    North         East    Units  Estimated Accuracy
 QF0211;SPC ME E     -   211,830.      383,520.      MT  (+/- 180 meters Scaled)
 QF0211
 QF0211                          SUPERSEDED SURVEY CONTROL
 QF0211
 QF0211.No superseded survey control is available for this station.
 QF0211
 QF0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL225472(NAD 83)
 QF0211_MARKER: I = METAL ROD
 QF0211_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QF0211_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 QF0211_STAMPING: L 196 1978
 QF0211_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0211+STABILITY: POSITION/ELEVATION WELL
 QF0211
 QF0211  HISTORY     - Date     Condition        Report By
 QF0211  HISTORY     - 1978     MONUMENTED       NGS
 QF0211  HISTORY     - 1982     GOOD             NGS
 QF0211  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QF0211
 QF0211                          STATION DESCRIPTION
 QF0211
 QF0211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0211'0.4 MI NORTH FROM VANCEBORO.
 QF0211'AT THE BORDER CROSSING OF STATE HIGHWAY 6 INTO CANADA, ON THE
 QF0211'GROUNDS OF THE VANCEBORO U.S. BORDER INSPECTION STATION, 11.0 FEET
 QF0211'NORTHEAST OF THE NORTHEAST FACE OF THE CUSTOMS HOUSE, 13.5 FEET
 QF0211'WEST OF THE FLAGPOLE, 10.5 FEET SOUTH-SOUTHWEST OF THE WEST LEG
 QF0211'OF A SIGN STATING WELCOME TO THE UNITED STATES, 8 FEET SOUTHEAST
 QF0211'OF THE SOUTHEAST EDGE OF SIDEWALK. THIS MARK HAS BEEN DESIGNATED
 QF0211'AS A BASIC NET A LEVEL LINE BORDER JUNCTION MARK.
 QF0211
 QF0211                          STATION RECOVERY (1982)
 QF0211
 QF0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QF0211'RECOVERED IN GOOD CONDITION.
 QF0211
 QF0211                          STATION RECOVERY (1985)
 QF0211
 QF0211'RECOVERY NOTE BY US POWER SQUADRON 1985 (WRM)
 QF0211'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0501 ***********************************************************************
 PD0501  DESIGNATION -  L 197
 PD0501  PID         -  PD0501
 PD0501  STATE/COUNTY-  ME/WASHINGTON
 PD0501  USGS QUAD   -  MOOSE RIVER (1993)
 PD0501
 PD0501                         *CURRENT SURVEY CONTROL
 PD0501  ___________________________________________________________________
 PD0501* NAD 83(1986)-  44 44 43.     (N)    067 07 01.     (W)     SCALED    
 PD0501* NAVD 88     -        37.631  (meters)     123.46   (feet)  ADJUSTED  
 PD0501  ___________________________________________________________________
 PD0501  GEOID HEIGHT-         -22.35  (meters)                     GEOID03
 PD0501  DYNAMIC HT  -          37.631 (meters)     123.46  (feet)  COMP
 PD0501  MODELED GRAV-     980,622.8   (mgal)                       NAVD 88
 PD0501
 PD0501  VERT ORDER  -  FIRST     CLASS II
 PD0501
 PD0501.The horizontal coordinates were scaled from a topographic map and have
 PD0501.an estimated accuracy of +/- 6 seconds.
 PD0501
 PD0501.The orthometric height was determined by differential leveling
 PD0501.and adjusted by the National Geodetic Survey in June 1991..
 PD0501
 PD0501.The geoid height was determined by GEOID03.
 PD0501
 PD0501.The dynamic height is computed by dividing the NAVD 88
 PD0501.geopotential number by the normal gravity value computed on the
 PD0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0501.degrees latitude (g = 980.6199 gals.).
 PD0501
 PD0501.The modeled gravity was interpolated from observed gravity values.
 PD0501
 PD0501;                    North         East    Units  Estimated Accuracy
 PD0501;SPC ME E     -   120,770.      409,520.      MT  (+/- 180 meters Scaled)
 PD0501
 PD0501                          SUPERSEDED SURVEY CONTROL
 PD0501
 PD0501.No superseded survey control is available for this station.
 PD0501
 PD0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK490563(NAD 83)
 PD0501_MARKER: DB = BENCH MARK DISK
 PD0501_SETTING: 66 = SET IN ROCK OUTCROP
 PD0501_SP_SET: OUTCROP
 PD0501_STAMPING: L 197 1978
 PD0501_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0501+STABILITY: POSITION/ELEVATION WELL
 PD0501
 PD0501  HISTORY     - Date     Condition        Report By
 PD0501  HISTORY     - 1978     MONUMENTED       NGS
 PD0501
 PD0501                          STATION DESCRIPTION
 PD0501
 PD0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PD0501'3.3 MI SW FROM SOUTH TRESCOTT.
 PD0501'3.3 MILES SOUTHWEST ALONG STATE HIGHWAY 191 FROM THE JUNCTION OF
 PD0501'THE SOUTH LUBEC ROAD AT SOUTH TRESCOTT, ABOUT 40 YARDS NORTHWEST
 PD0501'OF THE CREST OF A HILL, IN THE TOP OF THE HIGHEST POINT OF THE
 PD0501'SOUTHWEST END OF A 3-FT. ROCK CUT, 23.0 FEET NORTHWEST OF THE
 PD0501'CENTER LINE OF THE HIGHWAY, 76.2 FEET SOUTHWEST OF POWER POLE
 PD0501'NUMBER 161, 113.0 FEET NORTHEAST OF THE CENTER LINE OF DRIVEWAY
 PD0501'LEADING NORTHWEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0507 ***********************************************************************
 PD0507  DESIGNATION -  L 198
 PD0507  PID         -  PD0507
 PD0507  STATE/COUNTY-  ME/WASHINGTON
 PD0507  USGS QUAD   -  WEST LUBEC (1975)
 PD0507
 PD0507                         *CURRENT SURVEY CONTROL
 PD0507  ___________________________________________________________________
 PD0507* NAD 83(1986)-  44 47 30.     (N)    067 00 44.     (W)     SCALED    
 PD0507* NAVD 88     -        14.427  (meters)      47.33   (feet)  ADJUSTED  
 PD0507  ___________________________________________________________________
 PD0507  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 PD0507  DYNAMIC HT  -          14.427 (meters)      47.33  (feet)  COMP
 PD0507  MODELED GRAV-     980,623.8   (mgal)                       NAVD 88
 PD0507
 PD0507  VERT ORDER  -  FIRST     CLASS II
 PD0507
 PD0507.The horizontal coordinates were scaled from a topographic map and have
 PD0507.an estimated accuracy of +/- 6 seconds.
 PD0507
 PD0507.The orthometric height was determined by differential leveling
 PD0507.and adjusted by the National Geodetic Survey in June 1991..
 PD0507
 PD0507.The geoid height was determined by GEOID03.
 PD0507
 PD0507.The dynamic height is computed by dividing the NAVD 88
 PD0507.geopotential number by the normal gravity value computed on the
 PD0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0507.degrees latitude (g = 980.6199 gals.).
 PD0507
 PD0507.The modeled gravity was interpolated from observed gravity values.
 PD0507
 PD0507;                    North         East    Units  Estimated Accuracy
 PD0507;SPC ME E     -   126,070.      417,720.      MT  (+/- 180 meters Scaled)
 PD0507
 PD0507                          SUPERSEDED SURVEY CONTROL
 PD0507
 PD0507.No superseded survey control is available for this station.
 PD0507
 PD0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK572617(NAD 83)
 PD0507_MARKER: DB = BENCH MARK DISK
 PD0507_SETTING: 66 = SET IN ROCK OUTCROP
 PD0507_SP_SET: LEDGE
 PD0507_STAMPING: L 198 1978
 PD0507_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0507+STABILITY: POSITION/ELEVATION WELL
 PD0507
 PD0507  HISTORY     - Date     Condition        Report By
 PD0507  HISTORY     - 1978     MONUMENTED       NGS
 PD0507
 PD0507                          STATION DESCRIPTION
 PD0507
 PD0507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PD0507'2.8 MI SW FROM SOUTH LUBEC.
 PD0507'2.8 MILES SOUTHWEST ALONG THE SOUTH TRESCOTT ROAD FROM THE CHRISTIAN
 PD0507'TEMPLE CHURCH AT SOUTH LUBEC, 0.05 MILE NORTH OF A 10-FT. METAL
 PD0507'PIPE CULVERT TO HAMILTON BROOK, IN THE TOP AND 2.8 FEET NORTH OF
 PD0507'THE SOUTH EDGE OF THE SOUTHWEST CORNER OF A LARGE FLAT LEDGE, 1-FT.
 PD0507'ABOVE GROUND, 26.5 FEET EAST OF THE CENTER LINE OF THE ROAD, 363.0
 PD0507'FEET NORTH OF THE EAST END OF A PIPE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SE0033 ***********************************************************************
 SE0033  DESIGNATION -  L 2
 SE0033  PID         -  SE0033
 SE0033  STATE/COUNTY-  ME/AROOSTOOK
 SE0033  USGS QUAD   -  HAMLIN (1986)
 SE0033
 SE0033                         *CURRENT SURVEY CONTROL
 SE0033  ___________________________________________________________________
 SE0033* NAD 83(1986)-  47 05 28.     (N)    067 51 14.     (W)     SCALED    
 SE0033* NAVD 88     -       143.423  (meters)     470.55   (feet)  ADJUSTED  
 SE0033  ___________________________________________________________________
 SE0033  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 SE0033  DYNAMIC HT  -         143.443 (meters)     470.61  (feet)  COMP
 SE0033  MODELED GRAV-     980,750.1   (mgal)                       NAVD 88
 SE0033
 SE0033  VERT ORDER  -  SECOND    CLASS 0
 SE0033
 SE0033.The horizontal coordinates were scaled from a topographic map and have
 SE0033.an estimated accuracy of +/- 6 seconds.
 SE0033
 SE0033.The orthometric height was determined by differential leveling
 SE0033.and adjusted by the National Geodetic Survey in June 1991..
 SE0033
 SE0033.The geoid height was determined by GEOID03.
 SE0033
 SE0033.The dynamic height is computed by dividing the NAVD 88
 SE0033.geopotential number by the normal gravity value computed on the
 SE0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SE0033.degrees latitude (g = 980.6199 gals.).
 SE0033
 SE0033.The modeled gravity was interpolated from observed gravity values.
 SE0033
 SE0033;                    North         East    Units  Estimated Accuracy
 SE0033;SPC ME E     -   380,750.      349,050.      MT  (+/- 180 meters Scaled)
 SE0033
 SE0033                          SUPERSEDED SURVEY CONTROL
 SE0033
 SE0033  NGVD 29 (??/??/92)  143.602  (m)          471.13   (f) ADJ UNCH    2 0
 SE0033
 SE0033.Superseded values are not recommended for survey control.
 SE0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SE0033.See file dsdata.txt to determine how the superseded data were derived.
 SE0033
 SE0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN869159(NAD 83)
 SE0033_MARKER: DB = BENCH MARK DISK
 SE0033_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SE0033_SP_SET: CONCRETE FOUNDATION WALL
 SE0033_STAMPING: L 2 1931
 SE0033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SE0033
 SE0033  HISTORY     - Date     Condition        Report By
 SE0033  HISTORY     - 1931     MONUMENTED       USGS
 SE0033  HISTORY     - 1953     GOOD             NGS
 SE0033
 SE0033                          STATION DESCRIPTION
 SE0033
 SE0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 SE0033'3.3 MI NW FROM HAMLIN.
 SE0033'3.3 MILES NORTHWEST ALONG STATE HIGHWAY 165 FROM THE JUNCTION
 SE0033'OF A BLACK-TOP ROAD LEADING SOUTHEAST AT HAMLIN, AROOSTOOK COUNTY,
 SE0033'180 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AT A LARGE BARN,
 SE0033'IN THE NORTH CONCRETE FOUNDATION WALL, 6 INCHES WEST OF THE
 SE0033'NORTHEAST CORNER, AND 4.5 FEET ABOVE THE GROUND.  A UNITED
 SE0033'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED L 2 1931 AND
 SE0033'SET VERTICALLY.  NOTE-- IT WAS REPORTED IN AUGUST 1953 THAT THE
 SE0033'FOUNDATION IS CRACKED AS MUCH AS SIX INCHES IN PLACES AND THE
 SE0033'MARK IS UNFIT FOR A PRECISE LEVEL MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0257 ***********************************************************************
 QG0257  DESIGNATION -  L 2
 QG0257  PID         -  QG0257
 QG0257  STATE/COUNTY-  ME/PISCATAQUIS
 QG0257  USGS QUAD   -  HARDY POND (1988)
 QG0257
 QG0257                         *CURRENT SURVEY CONTROL
 QG0257  ___________________________________________________________________
 QG0257* NAD 83(1986)-  45 19 51.     (N)    068 49 08.     (W)     SCALED    
 QG0257* NAVD 88     -       121.497  (meters)     398.61   (feet)  ADJUSTED  
 QG0257  ___________________________________________________________________
 QG0257  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 QG0257  DYNAMIC HT  -         121.497 (meters)     398.61  (feet)  COMP
 QG0257  MODELED GRAV-     980,609.0   (mgal)                       NAVD 88
 QG0257
 QG0257  VERT ORDER  -  FIRST     CLASS II
 QG0257
 QG0257.The horizontal coordinates were scaled from a topographic map and have
 QG0257.an estimated accuracy of +/- 6 seconds.
 QG0257
 QG0257.The orthometric height was determined by differential leveling
 QG0257.and adjusted by the National Geodetic Survey in June 1991..
 QG0257
 QG0257.The geoid height was determined by GEOID03.
 QG0257
 QG0257.The dynamic height is computed by dividing the NAVD 88
 QG0257.geopotential number by the normal gravity value computed on the
 QG0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0257.degrees latitude (g = 980.6199 gals.).
 QG0257
 QG0257.The modeled gravity was interpolated from observed gravity values.
 QG0257
 QG0257;                    North         East    Units  Estimated Accuracy
 QG0257;SPC ME E     -   184,960.      275,000.      MT  (+/- 180 meters Scaled)
 QG0257
 QG0257                          SUPERSEDED SURVEY CONTROL
 QG0257
 QG0257  NGVD 29 (??/??/92)  121.673  (m)          399.19   (f) ADJ UNCH    1 2
 QG0257
 QG0257.Superseded values are not recommended for survey control.
 QG0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0257.See file dsdata.txt to determine how the superseded data were derived.
 QG0257
 QG0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL141197(NAD 83)
 QG0257_MARKER: DB = BENCH MARK DISK
 QG0257_SETTING: 80 = SET IN A BOULDER
 QG0257_SP_SET: BOULDER
 QG0257_STAMPING: ELEV 399.189 FT L 2 1916
 QG0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0257+STABILITY: SURFACE MOTION
 QG0257
 QG0257  HISTORY     - Date     Condition        Report By
 QG0257  HISTORY     - 1916     MONUMENTED       CGS
 QG0257  HISTORY     - 1982     GOOD             USPSQD
 QG0257
 QG0257                          STATION DESCRIPTION
 QG0257
 QG0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1916
 QG0257'AT HARDY POND.
 QG0257'AT HARDY POND, PISCATAQUIS COUNTY, ON THE CANADIAN PACIFIC
 QG0257'RAILWAY, 8-3/4 POLES SOUTHEAST OF MILEPOST 90, 15 YARDS SOUTHWEST
 QG0257'OF THE CENTER LINE OF THE TRACK, IN THE TOP OF A 4- BY 5-FOOT
 QG0257'BOULDER, AND ABOUT 2 FEET ABOVE THE GROUND.  A STANDARD DISK,
 QG0257'STAMPED ELEV 399.189 FT L 2 1916.
 QG0257
 QG0257                          STATION RECOVERY (1982)
 QG0257
 QG0257'RECOVERY NOTE BY US POWER SQUADRON 1982 (BRP)
 QG0257'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0169 ***********************************************************************
 QF0169  DESIGNATION -  L 20
 QF0169  PID         -  QF0169
 QF0169  STATE/COUNTY-  ME/WASHINGTON
 QF0169  USGS QUAD   -  DANFORTH (1988)
 QF0169
 QF0169                         *CURRENT SURVEY CONTROL
 QF0169  ___________________________________________________________________
 QF0169* NAD 83(1986)-  45 40 19.     (N)    067 51 36.     (W)     SCALED    
 QF0169* NAVD 88     -       138.994  (meters)     456.02   (feet)  ADJUSTED  
 QF0169  ___________________________________________________________________
 QF0169  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 QF0169  DYNAMIC HT  -         138.996 (meters)     456.02  (feet)  COMP
 QF0169  MODELED GRAV-     980,628.6   (mgal)                       NAVD 88
 QF0169  OBS GRAVITY -     980,628.2   (mgal)                       GRAV_OBS
 QF0169
 QF0169  VERT ORDER  -  FIRST     CLASS II
 QF0169
 QF0169.The horizontal coordinates were scaled from a topographic map and have
 QF0169.an estimated accuracy of +/- 6 seconds.
 QF0169
 QF0169.The orthometric height was determined by differential leveling
 QF0169.and adjusted by the National Geodetic Survey in June 1991..
 QF0169
 QF0169.The geoid height was determined by GEOID03.
 QF0169
 QF0169.The dynamic height is computed by dividing the NAVD 88
 QF0169.geopotential number by the normal gravity value computed on the
 QF0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0169.degrees latitude (g = 980.6199 gals.).
 QF0169
 QF0169.The modeled gravity was interpolated from observed gravity values.
 QF0169.The observed gravity was obtained from relative gravimeter ties
 QF0169.to the IGSN71 gravity network.
 QF0169
 QF0169;                    North         East    Units  Estimated Accuracy
 QF0169;SPC ME E     -   223,010.      349,860.      MT  (+/- 180 meters Scaled)
 QF0169
 QF0169                          SUPERSEDED SURVEY CONTROL
 QF0169
 QF0169.No superseded survey control is available for this station.
 QF0169
 QF0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL887582(NAD 83)
 QF0169_MARKER: DB = BENCH MARK DISK
 QF0169_SETTING: 66 = SET IN ROCK OUTCROP
 QF0169_SP_SET: ROCK PROJECTION
 QF0169_STAMPING: 456.544 L 20 1933
 QF0169_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0169+STABILITY: POSITION/ELEVATION WELL
 QF0169
 QF0169  HISTORY     - Date     Condition        Report By
 QF0169  HISTORY     - 1933     MONUMENTED       CGS
 QF0169  HISTORY     - 1978     GOOD             NGS
 QF0169  HISTORY     - 1978     GOOD             NGS
 QF0169
 QF0169                          STATION DESCRIPTION
 QF0169
 QF0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 QF0169'1 MI N FROM DANFORTH.
 QF0169'1.0 MILE NORTH ALONG U.S. HIGHWAY 1 FROM THE TOWN HALL AT
 QF0169'DANFORTH, WASHINGTON COUNTY, 165 YARDS SOUTHWEST OF THE GILPATRICK
 QF0169'RESIDENCE, 34 YARDS NORTH OF THE WOODS RESIDENCE, 34 YARDS
 QF0169'NORTHEAST OF THE DANFORTH-WESTON TOWN LINE, AT THE
 QF0169'WASHINGTON-ARROSTOCK COUNTY LINE, 10 YARDS WEST OF THE CENTER
 QF0169'LINE OF THE HIGHWAY, IN THE TOP OF A LARGE ROCK PROJECTION,
 QF0169'AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED 456.544 L
 QF0169'20 1933.
 QF0169
 QF0169                          STATION RECOVERY (1978)
 QF0169
 QF0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QF0169'THIS BENCH MARK IS A DESIGNATED A BASIC NET A LEVEL LINE JUNCTION.
 QF0169
 QF0169                          STATION RECOVERY (1978)
 QF0169
 QF0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QF0169'THIS BENCH MARK IS A DESIGNATED A BASIC NET A LEVEL LINE JUNCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0313 ***********************************************************************
 QF0313  DESIGNATION -  L 200
 QF0313  PID         -  QF0313
 QF0313  STATE/COUNTY-  ME/WASHINGTON
 QF0313  USGS QUAD   -  DEVILS HEAD (1977)
 QF0313
 QF0313                         *CURRENT SURVEY CONTROL
 QF0313  ___________________________________________________________________
 QF0313* NAD 83(1986)-  45 07 59.     (N)    067 09 08.     (W)     SCALED    
 QF0313* NAVD 88     -        20.747  (meters)      68.07   (feet)  ADJUSTED  
 QF0313  ___________________________________________________________________
 QF0313  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 QF0313  DYNAMIC HT  -          20.747 (meters)      68.07  (feet)  COMP
 QF0313  MODELED GRAV-     980,630.9   (mgal)                       NAVD 88
 QF0313
 QF0313  VERT ORDER  -  FIRST     CLASS II
 QF0313
 QF0313.The horizontal coordinates were scaled from a topographic map and have
 QF0313.an estimated accuracy of +/- 6 seconds.
 QF0313
 QF0313.The orthometric height was determined by differential leveling
 QF0313.and adjusted by the National Geodetic Survey in June 1991..
 QF0313
 QF0313.The geoid height was determined by GEOID03.
 QF0313
 QF0313.The dynamic height is computed by dividing the NAVD 88
 QF0313.geopotential number by the normal gravity value computed on the
 QF0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0313.degrees latitude (g = 980.6199 gals.).
 QF0313
 QF0313.The modeled gravity was interpolated from observed gravity values.
 QF0313
 QF0313;                    North         East    Units  Estimated Accuracy
 QF0313;SPC ME E     -   163,810.      406,010.      MT  (+/- 180 meters Scaled)
 QF0313
 QF0313                          SUPERSEDED SURVEY CONTROL
 QF0313
 QF0313.No superseded survey control is available for this station.
 QF0313
 QF0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK452993(NAD 83)
 QF0313_MARKER: DB = BENCH MARK DISK
 QF0313_SETTING: 66 = SET IN ROCK OUTCROP
 QF0313_SP_SET: ROCK CUT
 QF0313_STAMPING: L 200 1978
 QF0313_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0313+STABILITY: POSITION/ELEVATION WELL
 QF0313
 QF0313  HISTORY     - Date     Condition        Report By
 QF0313  HISTORY     - 1978     MONUMENTED       NGS
 QF0313
 QF0313                          STATION DESCRIPTION
 QF0313
 QF0313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0313'1.0 MI NW FROM RED BEACH.
 QF0313'1.0 MILE NORTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT RED
 QF0313'BEACH, 106.0 FT. WEST-SOUTHWEST OF AND ACROSS THE HIGHWAY FROM POWER
 QF0313'POLE 181 WITH ONE TRANSFORMER AND THREE GUY WIRES, 54.4 FT. WEST OF
 QF0313'THE CENTER LINE OF THE HIGHWAY, 60.7 FT. SOUTH OF THE SOUTHEAST CORNER
 QF0313'OF A FRAME HOUSE BUILT ON TOP OF A ROCK, 53.3 FT. NORTH OF THE CENTER
 QF0313'LINE OF A GRAVEL DRIVE LEADING WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI8330 ***********************************************************************
 AI8330  DESIGNATION -  L 206
 AI8330  PID         -  AI8330
 AI8330  STATE/COUNTY-  ME/HANCOCK
 AI8330  USGS QUAD   -  BLUE HILL (1981)
 AI8330
 AI8330                         *CURRENT SURVEY CONTROL
 AI8330  ___________________________________________________________________
 AI8330* NAD 83(1986)-  44 25 21.     (N)    068 37 26.     (W)     SCALED    
 AI8330* NAVD 88     -        52.169  (meters)     171.16   (feet)  ADJUSTED  
 AI8330  ___________________________________________________________________
 AI8330  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 AI8330  DYNAMIC HT  -          52.165 (meters)     171.14  (feet)  COMP
 AI8330  MODELED GRAV-     980,541.0   (mgal)                       NAVD 88
 AI8330
 AI8330  VERT ORDER  -  SECOND    CLASS I
 AI8330
 AI8330.The horizontal coordinates were scaled from a topographic map and have
 AI8330.an estimated accuracy of +/- 6 seconds.
 AI8330
 AI8330.The orthometric height was determined by differential leveling
 AI8330.and adjusted by the National Geodetic Survey in July 2002..
 AI8330
 AI8330.The geoid height was determined by GEOID03.
 AI8330
 AI8330.The dynamic height is computed by dividing the NAVD 88
 AI8330.geopotential number by the normal gravity value computed on the
 AI8330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8330.degrees latitude (g = 980.6199 gals.).
 AI8330
 AI8330.The modeled gravity was interpolated from observed gravity values.
 AI8330
 AI8330;                    North         East    Units  Estimated Accuracy
 AI8330;SPC ME E     -    83,980.      290,140.      MT  (+/- 180 meters Scaled)
 AI8330
 AI8330                          SUPERSEDED SURVEY CONTROL
 AI8330
 AI8330.No superseded survey control is available for this station.
 AI8330
 AI8330_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK299188(NAD 83)
 AI8330_MARKER: DV = VERTICAL CONTROL DISK
 AI8330_SETTING: 66 = SET IN ROCK OUTCROP
 AI8330_STAMPING: L 206 2000
 AI8330_MARK LOGO: NGS   
 AI8330_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8330_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI8330+STABILITY: POSITION/ELEVATION WELL
 AI8330_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI8330+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AI8330
 AI8330  HISTORY     - Date     Condition        Report By
 AI8330  HISTORY     - 2000     MONUMENTED       NGS
 AI8330
 AI8330                          STATION DESCRIPTION
 AI8330
 AI8330'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 AI8330'0.3 KM (0.20 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 176 FROM THE POST
 AI8330'OFFICE IN BLUE HILL, THENCE 3.3 KM (2.05 MI) WESTERLY ALONG STATE
 AI8330'HIGHWAY 177, NEAR THE NORTH END OF A 2 BY 2-FOOT LEDGE OF A 80-FOOT
 AI8330'EXPOSED ROCK OUTCROP IN A HIGHWAY CUT, 17.2 M (56.4 FT) NORTH OF THE
 AI8330'EXTENDED CENTER OF A GRAVELED TURN OUT, 7.1 M (23.3 FT) WEST OF THE
 AI8330'HIGHWAY CENTERLINE, 6.0 M (19.7 FT) SOUTH OF THE NORTH END OF THE
 AI8330'ROCK, 0.7 M (2.3 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0
 AI8330'FT) EAST OF A WITNESS POST.  NOTE--THE MARK IS ON THE HIGHWAY
 AI8330'RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0023 ***********************************************************************
 RF0023  DESIGNATION -  L 22
 RF0023  PID         -  RF0023
 RF0023  STATE/COUNTY-  ME/AROOSTOOK
 RF0023  USGS QUAD   -  NEW SWEDEN (1978)
 RF0023
 RF0023                         *CURRENT SURVEY CONTROL
 RF0023  ___________________________________________________________________
 RF0023* NAD 83(1986)-  46 56 53.     (N)    068 05 33.     (W)     SCALED    
 RF0023* NAVD 88     -       207.894  (meters)     682.07   (feet)  ADJUSTED  
 RF0023  ___________________________________________________________________
 RF0023  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 RF0023  DYNAMIC HT  -         207.919 (meters)     682.15  (feet)  COMP
 RF0023  MODELED GRAV-     980,727.5   (mgal)                       NAVD 88
 RF0023
 RF0023  VERT ORDER  -  SECOND    CLASS 0
 RF0023
 RF0023.The horizontal coordinates were scaled from a topographic map and have
 RF0023.an estimated accuracy of +/- 6 seconds.
 RF0023
 RF0023.The orthometric height was determined by differential leveling
 RF0023.and adjusted by the National Geodetic Survey in June 1991..
 RF0023
 RF0023.The geoid height was determined by GEOID03.
 RF0023
 RF0023.The dynamic height is computed by dividing the NAVD 88
 RF0023.geopotential number by the normal gravity value computed on the
 RF0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0023.degrees latitude (g = 980.6199 gals.).
 RF0023
 RF0023.The modeled gravity was interpolated from observed gravity values.
 RF0023
 RF0023;                    North         East    Units  Estimated Accuracy
 RF0023;SPC ME E     -   364,730.      331,020.      MT  (+/- 180 meters Scaled)
 RF0023
 RF0023                          SUPERSEDED SURVEY CONTROL
 RF0023
 RF0023  NGVD 29 (??/??/92)  208.067  (m)          682.63   (f) ADJ UNCH    2 0
 RF0023
 RF0023.Superseded values are not recommended for survey control.
 RF0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0023.See file dsdata.txt to determine how the superseded data were derived.
 RF0023
 RF0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM690997(NAD 83)
 RF0023_MARKER: DB = BENCH MARK DISK
 RF0023_SETTING: 80 = SET IN A BOULDER
 RF0023_SP_SET: BOULDER
 RF0023_STAMPING: L 22 1933
 RF0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0023+STABILITY: SURFACE MOTION
 RF0023
 RF0023  HISTORY     - Date     Condition        Report By
 RF0023  HISTORY     - 1933     MONUMENTED       CGS
 RF0023  HISTORY     - 1953     MARK NOT FOUND   NGS
 RF0023
 RF0023                          STATION DESCRIPTION
 RF0023
 RF0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 RF0023'0.7 MI S FROM NEW SWEDEN.
 RF0023'0.7 MILE SOUTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM NEW
 RF0023'SWEDEN, AROOSTOOK COUNTY, AT STATION 234.94, 0.3 MILE NORTH OF
 RF0023'A DIRT-ROAD CROSSING, 50 YARDS EAST OF THE TRACK, AND IN THE
 RF0023'TOP OF A LARGE BOULDER.  A STANDARD DISK, STAMPED L 22 1933.
 RF0023
 RF0023                          STATION RECOVERY (1953)
 RF0023
 RF0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 RF0023'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1515 ***********************************************************************
 PE1515  DESIGNATION -  L 25
 PE1515  PID         -  PE1515
 PE1515  STATE/COUNTY-  ME/KENNEBEC
 PE1515  USGS QUAD   -  WATERVILLE (1982)
 PE1515
 PE1515                         *CURRENT SURVEY CONTROL
 PE1515  ___________________________________________________________________
 PE1515* NAD 83(1986)-  44 33 30.     (N)    069 42 33.     (W)     SCALED    
 PE1515* NAVD 88     -        72.624  (meters)     238.27   (feet)  ADJUSTED  
 PE1515  ___________________________________________________________________
 PE1515  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 PE1515  DYNAMIC HT  -          72.618 (meters)     238.25  (feet)  COMP
 PE1515  MODELED GRAV-     980,542.5   (mgal)                       NAVD 88
 PE1515
 PE1515  VERT ORDER  -  SECOND    CLASS 0
 PE1515
 PE1515.The horizontal coordinates were scaled from a topographic map and have
 PE1515.an estimated accuracy of +/- 6 seconds.
 PE1515
 PE1515.The orthometric height was determined by differential leveling
 PE1515.and adjusted by the National Geodetic Survey in June 1991..
 PE1515
 PE1515.The geoid height was determined by GEOID03.
 PE1515
 PE1515.The dynamic height is computed by dividing the NAVD 88
 PE1515.geopotential number by the normal gravity value computed on the
 PE1515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1515.degrees latitude (g = 980.6199 gals.).
 PE1515
 PE1515.The modeled gravity was interpolated from observed gravity values.
 PE1515
 PE1515;                    North         East    Units  Estimated Accuracy
 PE1515;SPC ME W     -   191,750.      936,350.      MT  (+/- 180 meters Scaled)
 PE1515
 PE1515                          SUPERSEDED SURVEY CONTROL
 PE1515
 PE1515  NGVD 29 (??/??/92)   72.828  (m)          238.94   (f) ADJ UNCH    2 0
 PE1515
 PE1515.Superseded values are not recommended for survey control.
 PE1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1515.See file dsdata.txt to determine how the superseded data were derived.
 PE1515
 PE1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK436341(NAD 83)
 PE1515_MARKER: DB = BENCH MARK DISK
 PE1515_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE1515_SP_SET: CULVERT
 PE1515_STAMPING: 238.937 L 25 1933
 PE1515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE1515
 PE1515  HISTORY     - Date     Condition        Report By
 PE1515  HISTORY     - 1933     MONUMENTED       CGS
 PE1515  HISTORY     - 1934     GOOD             NGS
 PE1515
 PE1515                          STATION DESCRIPTION
 PE1515
 PE1515'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PE1515'1 MI N FROM OAKLAND.
 PE1515'ABOUT 1 MILE NORTH ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE1515'STATION AT OAKLAND, KENNEBEC COUNTY, 3 RAILS NORTH OF MILEPOST
 PE1515'K 90, AT A CONCRETE CULVERT UNDER THE TRACK, IN THE TOP OF
 PE1515'THE NORTHEAST END OF THE NORTHWEST HEADWALL, 3 YARDS NORTHWEST
 PE1515'OF THE CENTER LINE OF THE TRACK, AND LEVEL WITH THE TRACK.  A
 PE1515'STANDARD DISK, STAMPED 238.937 L 25 1933.
 PE1515
 PE1515                          STATION RECOVERY (1934)
 PE1515
 PE1515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PE1515'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0718 ***********************************************************************
 PF0718  DESIGNATION -  L 26
 PF0718  PID         -  PF0718
 PF0718  STATE/COUNTY-  ME/OXFORD
 PF0718  USGS QUAD   -  RUMFORD (1969)
 PF0718
 PF0718                         *CURRENT SURVEY CONTROL
 PF0718  ___________________________________________________________________
 PF0718* NAD 83(1986)-  44 36 33.     (N)    070 33 41.     (W)     SCALED    
 PF0718* NAVD 88     -       169.579  (meters)     556.36   (feet)  ADJUSTED  
 PF0718  ___________________________________________________________________
 PF0718  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 PF0718  DYNAMIC HT  -         169.561 (meters)     556.30  (feet)  COMP
 PF0718  MODELED GRAV-     980,506.0   (mgal)                       NAVD 88
 PF0718
 PF0718  VERT ORDER  -  SECOND    CLASS 0
 PF0718
 PF0718.The horizontal coordinates were scaled from a topographic map and have
 PF0718.an estimated accuracy of +/- 6 seconds.
 PF0718
 PF0718.The orthometric height was determined by differential leveling
 PF0718.and adjusted by the National Geodetic Survey in June 1991..
 PF0718
 PF0718.The geoid height was determined by GEOID03.
 PF0718
 PF0718.The dynamic height is computed by dividing the NAVD 88
 PF0718.geopotential number by the normal gravity value computed on the
 PF0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0718.degrees latitude (g = 980.6199 gals.).
 PF0718
 PF0718.The modeled gravity was interpolated from observed gravity values.
 PF0718
 PF0718;                    North         East    Units  Estimated Accuracy
 PF0718;SPC ME W     -   197,380.      868,670.      MT  (+/- 180 meters Scaled)
 PF0718
 PF0718                          SUPERSEDED SURVEY CONTROL
 PF0718
 PF0718  NGVD 29 (??/??/92)  169.720  (m)          556.82   (f) ADJ UNCH    2 0
 PF0718
 PF0718.Superseded values are not recommended for survey control.
 PF0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0718.See file dsdata.txt to determine how the superseded data were derived.
 PF0718
 PF0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK761407(NAD 83)
 PF0718_MARKER: DB = BENCH MARK DISK
 PF0718_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PF0718_SP_SET: CULVERT
 PF0718_STAMPING: L 26
 PF0718_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PF0718
 PF0718  HISTORY     - Date     Condition        Report By
 PF0718  HISTORY     - 1933     MONUMENTED       CGS
 PF0718
 PF0718                          STATION DESCRIPTION
 PF0718
 PF0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PF0718'1.2 MI SE FROM FRYE.
 PF0718'1.2 MILES SOUTHEAST ALONG THE OLD ROADBED OF THE ABANDONED MAINE
 PF0718'CENTERAL RAILROAD FROM FRYE, OXFORD COUNTY, 44 YARDS SOUTH OF A
 PF0718'FARM-ROAD CROSSING, 25 YARDS WEST OF A HIGHWAY CULVERT, AT A
 PF0718'CULVERT UNDER THE OLD ROADBED, IN THE TOP OF THE NORTH END OF THE
 PF0718'EAST HEADWALL, AND ABOUT 3 YARDS EAST OF THE CENTER LINE OF THE
 PF0718'OLD ROADBED. A STANDARD DISK, STAMPED "556.823 L 26 1933."
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0271 ***********************************************************************
 PF0271  DESIGNATION -  L 26 RESET 1970
 PF0271  PID         -  PF0271
 PF0271  STATE/COUNTY-  ME/OXFORD
 PF0271  USGS QUAD   -  RUMFORD (1969)
 PF0271
 PF0271                         *CURRENT SURVEY CONTROL
 PF0271  ___________________________________________________________________
 PF0271* NAD 83(1986)-  44 36 33.     (N)    070 33 41.     (W)     SCALED    
 PF0271* NAVD 88     -       166.78   (meters)     547.2    (feet)  RESET     
 PF0271  ___________________________________________________________________
 PF0271  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 PF0271
 PF0271  VERT ORDER  -  THIRD
 PF0271
 PF0271.The horizontal coordinates were scaled from a topographic map and have
 PF0271.an estimated accuracy of +/- 6 seconds.
 PF0271
 PF0271.The orthometric height was computed from unverified reset data.
 PF0271
 PF0271.The geoid height was determined by GEOID03.
 PF0271
 PF0271;                    North         East    Units  Estimated Accuracy
 PF0271;SPC ME W     -   197,380.      868,670.      MT  (+/- 180 meters Scaled)
 PF0271
 PF0271                          SUPERSEDED SURVEY CONTROL
 PF0271
 PF0271  NGVD 29 (??/??/??)  166.92   (m)          547.6    (f) RESET       3  
 PF0271
 PF0271.Superseded values are not recommended for survey control.
 PF0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0271.See file dsdata.txt to determine how the superseded data were derived.
 PF0271
 PF0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK761407(NAD 83)
 PF0271_MARKER: DB = BENCH MARK DISK
 PF0271_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PF0271_SP_SET: CULVERT
 PF0271_STAMPING: L 26 RESET 1970
 PF0271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PF0271
 PF0271  HISTORY     - Date     Condition        Report By
 PF0271  HISTORY     - 1970     MONUMENTED       MEHD
 PF0271
 PF0271                          STATION DESCRIPTION
 PF0271
 PF0271'DESCRIBED BY MAINE HIGHWAY DEPARTMENT (NOW MEDT) 1970
 PF0271'AT MEXICO.
 PF0271'1.28 MILES SOUTHEAST ALONG STATE ROUTE NO. 17 FROM THE FRYE POST
 PF0271'OFFICE (PRESENTLY LOCATED AT THE INTERSECTION OF A ROAD CROSSING
 PF0271'THE SWIFT RIVER LINKING ROUTE 17 WITH ROUTE 120, TOWN OF ROXBURY,
 PF0271'OXFORD COUNTY).  ALSO 0.82 MILE SOUTHEAST OF THE MEXICO-ROXBURY
 PF0271'TOWN LINE ON ROUTE 17.  LOCATED IN THE TOP OF THE NORTH END OF
 PF0271'A CONCRETE END WALL AT THE EASTERLY (INLET) END OF A 162 INCH
 PF0271'DIAMETER STRUCTURAL PLATE PIPE CULVERT UNDER ROUTE 17 AT MITCHELL
 PF0271'BROOK, AT ABOUT 58 FEET EASTERLY OF THE HIGHWAY CENTER LINE AS
 PF0271'CONSTRUCTED IN 1970.  A STANDARD DISK, STAMPED L 26 RESET 1970.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0183 ***********************************************************************
 PF0183  DESIGNATION -  L 28
 PF0183  PID         -  PF0183
 PF0183  STATE/COUNTY-  ME/CUMBERLAND
 PF0183  USGS QUAD   -  BRIDGTON (1983)
 PF0183
 PF0183                         *CURRENT SURVEY CONTROL
 PF0183  ___________________________________________________________________
 PF0183* NAD 83(1986)-  44 05 02.     (N)    070 41 51.     (W)     SCALED    
 PF0183* NAVD 88     -       111.331  (meters)     365.26   (feet)  ADJUSTED  
 PF0183  ___________________________________________________________________
 PF0183  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 PF0183  DYNAMIC HT  -         111.315 (meters)     365.21  (feet)  COMP
 PF0183  MODELED GRAV-     980,473.7   (mgal)                       NAVD 88
 PF0183
 PF0183  VERT ORDER  -  SECOND    CLASS 0
 PF0183
 PF0183.The horizontal coordinates were scaled from a topographic map and have
 PF0183.an estimated accuracy of +/- 6 seconds.
 PF0183
 PF0183.The orthometric height was determined by differential leveling
 PF0183.and adjusted by the National Geodetic Survey in June 1991..
 PF0183
 PF0183.The geoid height was determined by GEOID03.
 PF0183
 PF0183.The dynamic height is computed by dividing the NAVD 88
 PF0183.geopotential number by the normal gravity value computed on the
 PF0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0183.degrees latitude (g = 980.6199 gals.).
 PF0183
 PF0183.The modeled gravity was interpolated from observed gravity values.
 PF0183
 PF0183;                    North         East    Units  Estimated Accuracy
 PF0183;SPC ME W     -   139,070.      857,490.      MT  (+/- 180 meters Scaled)
 PF0183
 PF0183                          SUPERSEDED SURVEY CONTROL
 PF0183
 PF0183  NGVD 29 (??/??/92)  111.502  (m)          365.82   (f) ADJ UNCH    2 0
 PF0183
 PF0183.Superseded values are not recommended for survey control.
 PF0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0183.See file dsdata.txt to determine how the superseded data were derived.
 PF0183
 PF0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ640825(NAD 83)
 PF0183_MARKER: DB = BENCH MARK DISK
 PF0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PF0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PF0183_STAMPING: L 28 1935
 PF0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0183+STABILITY: SURFACE MOTION
 PF0183
 PF0183  HISTORY     - Date     Condition        Report By
 PF0183  HISTORY     - 1935     MONUMENTED       CGS
 PF0183  HISTORY     - 20040228 MARK NOT FOUND   GEOCAC
 PF0183
 PF0183                          STATION DESCRIPTION
 PF0183
 PF0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PF0183'3.3 MI N FROM BRIDGTON.
 PF0183'ABOUT 3.3 MILES NORTH ALONG STATE HIGHWAY 117 FROM THE BRIDGTON
 PF0183'AND HARRISON RAILWAY STATION AT BRIDGTON, CUMBERLAND COUNTY,
 PF0183'ABOUT 68 FEET NORTH OF THE NORTH GATEPOST OF THE ENTRANCE TO
 PF0183'ISLAND POINT, 36 FEET NORTHEAST OF POLE 73, 28 FEET EAST OF THE
 PF0183'CENTER LINE OF THE HIGHWAY, AND 3 FEET WEST OF A STONE WALL.
 PF0183'A STANDARD DISK, STAMPED L 28 1935 AND SET IN THE TOP OF A
 PF0183'CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 PF0183
 PF0183                          STATION RECOVERY (2004)
 PF0183
 PF0183'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 PF0183'MARK NOT FOUND. THIS MARKER (L 28) SHOULD NOT BE HERE ON THE LOGS. IT
 PF0183'WAS REPLACED BY L 28 RESET (PF0184)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0184 ***********************************************************************
 PF0184  DESIGNATION -  L 28 RESET 1964
 PF0184  PID         -  PF0184
 PF0184  STATE/COUNTY-  ME/CUMBERLAND
 PF0184  USGS QUAD   -  BRIDGTON (1983)
 PF0184
 PF0184                         *CURRENT SURVEY CONTROL
 PF0184  ___________________________________________________________________
 PF0184* NAD 83(1986)-  44 05 02.     (N)    070 41 51.     (W)     SCALED    
 PF0184* NAVD 88     -        90.35   (meters)     296.4    (feet)  RESET     
 PF0184  ___________________________________________________________________
 PF0184  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 PF0184
 PF0184  VERT ORDER  -  THIRD
 PF0184
 PF0184.The horizontal coordinates were scaled from a topographic map and have
 PF0184.an estimated accuracy of +/- 6 seconds.
 PF0184
 PF0184.The orthometric height was computed from unverified reset data.
 PF0184
 PF0184.The geoid height was determined by GEOID03.
 PF0184
 PF0184;                    North         East    Units  Estimated Accuracy
 PF0184;SPC ME W     -   139,070.      857,490.      MT  (+/- 180 meters Scaled)
 PF0184
 PF0184                          SUPERSEDED SURVEY CONTROL
 PF0184
 PF0184  NGVD 29 (??/??/??)   90.52   (m)          297.0    (f) RESET       3  
 PF0184
 PF0184.Superseded values are not recommended for survey control.
 PF0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0184.See file dsdata.txt to determine how the superseded data were derived.
 PF0184
 PF0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ640825(NAD 83)
 PF0184_MARKER: DB = BENCH MARK DISK
 PF0184_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PF0184_SP_SET: BRIDGE
 PF0184_STAMPING: L 28 1964
 PF0184_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PF0184+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2004
 PF0184
 PF0184  HISTORY     - Date     Condition        Report By
 PF0184  HISTORY     - 1964     MONUMENTED       MEHD
 PF0184  HISTORY     - 20040402 GOOD             GEOCAC
 PF0184
 PF0184                          STATION DESCRIPTION
 PF0184
 PF0184'DESCRIBED BY MAINE HIGHWAY DEPARTMENT (NOW MEDT) 1964
 PF0184'2.3 MI N FROM BRIDGTON.
 PF0184'ABOUT 2.3 MILES NORTH ALONG STATE HIGHWAY 117 FROM THE INTERSECTION
 PF0184'OF U.S. ROUTE 302 AND STATE HIGHWAY 117 AT PONDICHERRY SQUARE AT
 PF0184'BRIDGTON, CUMBERLAND COUNTY, ABOUT 50 FEET RIGHT OF THE CENTERLINE
 PF0184'OF THE HIGHWAY, SET FLUSH IN THE NORTHEAST CORNER OF THE CONCRETE
 PF0184'BRIDGE SLAB OF RODGERS BROOK BRIDGE.
 PF0184
 PF0184                          STATION RECOVERY (2004)
 PF0184
 PF0184'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 PF0184'DECRIPTION OF LOCATION IS ADEQUATE. DISC HAS BEEN PAINTED WHITE BUT IS
 PF0184'OTHERWISE IN GOOD CONDITION. LISTED CO-ORDINATES ARE FOR THE ORIGINAL
 PF0184'L 28 MARKER. I FOUND THIS MARKER TO BE AT
 PF0184'44 DEGREES 05.219 N
 PF0184'070 DEGREES 41.861 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0052 ***********************************************************************
 PF0052  DESIGNATION -  L 29
 PF0052  PID         -  PF0052
 PF0052  STATE/COUNTY-  ME/FRANKLIN
 PF0052  USGS QUAD   -  STRONG (1989)
 PF0052
 PF0052                         *CURRENT SURVEY CONTROL
 PF0052  ___________________________________________________________________
 PF0052* NAD 83(1986)-  44 46 49.     (N)    070 13 19.     (W)     SCALED    
 PF0052* NAVD 88     -       125.760  (meters)     412.60   (feet)  ADJUSTED  
 PF0052  ___________________________________________________________________
 PF0052  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 PF0052  DYNAMIC HT  -         125.749 (meters)     412.56  (feet)  COMP
 PF0052  MODELED GRAV-     980,529.5   (mgal)                       NAVD 88
 PF0052
 PF0052  VERT ORDER  -  SECOND    CLASS 0
 PF0052
 PF0052.The horizontal coordinates were scaled from a topographic map and have
 PF0052.an estimated accuracy of +/- 6 seconds.
 PF0052
 PF0052.The orthometric height was determined by differential leveling
 PF0052.and adjusted by the National Geodetic Survey in June 1991..
 PF0052
 PF0052.The geoid height was determined by GEOID03.
 PF0052
 PF0052.The dynamic height is computed by dividing the NAVD 88
 PF0052.geopotential number by the normal gravity value computed on the
 PF0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0052.degrees latitude (g = 980.6199 gals.).
 PF0052
 PF0052.The modeled gravity was interpolated from observed gravity values.
 PF0052
 PF0052;                    North         East    Units  Estimated Accuracy
 PF0052;SPC ME W     -   216,320.      895,630.      MT  (+/- 180 meters Scaled)
 PF0052
 PF0052                          SUPERSEDED SURVEY CONTROL
 PF0052
 PF0052  NGVD 29 (??/??/92)  125.906  (m)          413.08   (f) ADJ UNCH    2 0
 PF0052
 PF0052.Superseded values are not recommended for survey control.
 PF0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0052.See file dsdata.txt to determine how the superseded data were derived.
 PF0052
 PF0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK033592(NAD 83)
 PF0052_MARKER: DB = BENCH MARK DISK
 PF0052_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PF0052_SP_SET: CULVERT
 PF0052_STAMPING: L 29 1935
 PF0052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PF0052
 PF0052  HISTORY     - Date     Condition        Report By
 PF0052  HISTORY     - 1935     MONUMENTED       CGS
 PF0052  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 PF0052  HISTORY     - 20040901 MARK NOT FOUND   USPSQD
 PF0052
 PF0052                          STATION DESCRIPTION
 PF0052
 PF0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PF0052'2 MI S FROM STRONG.
 PF0052'2.0 MILES SOUTH ALONG THE SANDY RIVER AND RANGELEY LAKE RAILROAD
 PF0052'FROM THE FOSTER MEMORIAL BUILDING AT STRONG, FRANKLIN COUNTY, AT
 PF0052'THE TOP OF A RIDGE, 37 YARDS NORTH OF A 3- BY 3-FOOT ROCK CULVERT
 PF0052'OVER A SMALL BROOK, AT A CURVE, 29 FEET EAST OF THE CENTERLINE OF
 PF0052'STATE HIGHWAY 4, 14 FEET SOUTH OF THE CENTERLINE OF A FARM ROAD,
 PF0052'AND 15 FEET NORTH OF A 3-FOOT MAPLE TREE.
 PF0052
 PF0052                          STATION RECOVERY (1986)
 PF0052
 PF0052'RECOVERY NOTE BY US POWER SQUADRON 1986 (WRM)
 PF0052'MARK NOT FOUND.
 PF0052
 PF0052                          STATION RECOVERY (2004)
 PF0052
 PF0052'RECOVERY NOTE BY US POWER SQUADRON 2004 (GDM)
 PF0052'ROUTE 4 WIDENED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0147 ***********************************************************************
 QF0147  DESIGNATION -  L 3
 QF0147  PID         -  QF0147
 QF0147  STATE/COUNTY-  ME/WASHINGTON
 QF0147  USGS QUAD   -  BROOKTON (1988)
 QF0147
 QF0147                         *CURRENT SURVEY CONTROL
 QF0147  ___________________________________________________________________
 QF0147* NAD 83(1986)-  45 36 55.     (N)    067 49 52.     (W)     SCALED    
 QF0147* NAVD 88     -       127.022  (meters)     416.74   (feet)  ADJUSTED  
 QF0147  ___________________________________________________________________
 QF0147  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 QF0147  DYNAMIC HT  -         127.023 (meters)     416.74  (feet)  COMP
 QF0147  MODELED GRAV-     980,626.6   (mgal)                       NAVD 88
 QF0147
 QF0147  VERT ORDER  -  FIRST     CLASS II
 QF0147
 QF0147.The horizontal coordinates were scaled from a topographic map and have
 QF0147.an estimated accuracy of +/- 6 seconds.
 QF0147
 QF0147.The orthometric height was determined by differential leveling
 QF0147.and adjusted by the National Geodetic Survey in June 1991..
 QF0147
 QF0147.The geoid height was determined by GEOID03.
 QF0147
 QF0147.The dynamic height is computed by dividing the NAVD 88
 QF0147.geopotential number by the normal gravity value computed on the
 QF0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0147.degrees latitude (g = 980.6199 gals.).
 QF0147
 QF0147.The modeled gravity was interpolated from observed gravity values.
 QF0147
 QF0147;                    North         East    Units  Estimated Accuracy
 QF0147;SPC ME E     -   216,740.      352,170.      MT  (+/- 180 meters Scaled)
 QF0147
 QF0147                          SUPERSEDED SURVEY CONTROL
 QF0147
 QF0147  NGVD 29 (??/??/92)  127.188  (m)          417.28   (f) ADJ UNCH    1 2
 QF0147
 QF0147.Superseded values are not recommended for survey control.
 QF0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0147.See file dsdata.txt to determine how the superseded data were derived.
 QF0147
 QF0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL911519(NAD 83)
 QF0147_MARKER: DB = BENCH MARK DISK
 QF0147_SETTING: 80 = SET IN A BOULDER
 QF0147_SP_SET: BOULDER
 QF0147_STAMPING: ELEV 417.286 FT L 3 1916
 QF0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0147+STABILITY: SURFACE MOTION
 QF0147
 QF0147  HISTORY     - Date     Condition        Report By
 QF0147  HISTORY     - 1916     MONUMENTED       CGS
 QF0147  HISTORY     - 1952     MARK NOT FOUND   NGS
 QF0147
 QF0147                          STATION DESCRIPTION
 QF0147
 QF0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1916
 QF0147'3.5 MI SE FROM DANFORTH.
 QF0147'3.5 MILES SOUTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM
 QF0147'DANFORTH, WASHINGTON COUNTY, 1.2 MILES NORTHWEST OF EATON, ONE
 QF0147'RAIL NORTHWEST OF MILEPOST 23, 18 YARDS NORTHEAST OF THE CENTER
 QF0147'LINE OF THE TRACK, IN THE TOP OF A 3- BY 4-FOOT BOULDER, AND
 QF0147'ABOUT 2 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED ELEV
 QF0147'417.286 FT L 3 1916.
 QF0147
 QF0147                          STATION RECOVERY (1952)
 QF0147
 QF0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 QF0147'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0249 ***********************************************************************
 OB0249  DESIGNATION -  L 30
 OB0249  PID         -  OB0249
 OB0249  STATE/COUNTY-  ME/SAGADAHOC
 OB0249  USGS QUAD   -  BRUNSWICK (1980)
 OB0249
 OB0249                         *CURRENT SURVEY CONTROL
 OB0249  ___________________________________________________________________
 OB0249* NAD 83(1986)-  43 56 07.     (N)    069 56 41.     (W)     SCALED    
 OB0249* NAVD 88     -        22.393  (meters)      73.47   (feet)  ADJUSTED  
 OB0249  ___________________________________________________________________
 OB0249  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 OB0249  DYNAMIC HT  -          22.391 (meters)      73.46  (feet)  COMP
 OB0249  MODELED GRAV-     980,517.3   (mgal)                       NAVD 88
 OB0249
 OB0249  VERT ORDER  -  SECOND    CLASS 0
 OB0249
 OB0249.The horizontal coordinates were scaled from a topographic map and have
 OB0249.an estimated accuracy of +/- 6 seconds.
 OB0249
 OB0249.The orthometric height was determined by differential leveling
 OB0249.and adjusted by the National Geodetic Survey in June 1991..
 OB0249
 OB0249.The geoid height was determined by GEOID03.
 OB0249
 OB0249.The dynamic height is computed by dividing the NAVD 88
 OB0249.geopotential number by the normal gravity value computed on the
 OB0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0249.degrees latitude (g = 980.6199 gals.).
 OB0249
 OB0249.The modeled gravity was interpolated from observed gravity values.
 OB0249
 OB0249;                    North         East    Units  Estimated Accuracy
 OB0249;SPC ME W     -   122,450.      917,820.      MT  (+/- 180 meters Scaled)
 OB0249
 OB0249                          SUPERSEDED SURVEY CONTROL
 OB0249
 OB0249  NGVD 29 (??/??/92)   22.590  (m)           74.11   (f) ADJ UNCH    2 0
 OB0249
 OB0249.Superseded values are not recommended for survey control.
 OB0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0249.See file dsdata.txt to determine how the superseded data were derived.
 OB0249
 OB0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ241651(NAD 83)
 OB0249_MARKER: DB = BENCH MARK DISK
 OB0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OB0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OB0249_STAMPING: L 30 1935
 OB0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OB0249+STABILITY: SURFACE MOTION
 OB0249
 OB0249  HISTORY     - Date     Condition        Report By
 OB0249  HISTORY     - 1935     MONUMENTED       CGS
 OB0249  HISTORY     - 1957     GOOD             NGS
 OB0249  HISTORY     - 1984     GOOD             USPSQD
 OB0249  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 OB0249
 OB0249                          STATION DESCRIPTION
 OB0249
 OB0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OB0249'1 MI NE FROM TOPSHAM.
 OB0249'ABOUT 1 MILE NE OF TOPSHAM, SAGADAHOC COUNTY, ALONG THE MAINE CENTRAL
 OB0249'RAILROAD, ABOUT 8 POLES NE OF MILEPOST 31, 40 FT. E OF CENTERLINE OF
 OB0249'ROAD CROSSING.  A STANDARD DISK, STAMPED L 30 1935 AND SET IN THE TOP
 OB0249'OF A CONCRETE POST PROJECTING ABOUT 4 INCHES FROM THE GROUND.
 OB0249
 OB0249                          STATION RECOVERY (1984)
 OB0249
 OB0249'RECOVERY NOTE BY US POWER SQUADRON 1984
 OB0249'WHITE METAL WITNESS POST ADJACENT TO BM. AREA HAS BEEN GRADED 3 FEET
 OB0249'BELOW MARKER . POST AND MARKER NOW ON 4 FOOT DIAMETER PEDESTAL OF
 OB0249'SOIL 3 FEET ABOVE GRADE.
 OB0249
 OB0249                          STATION RECOVERY (1991)
 OB0249
 OB0249'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OB0249'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1209 ***********************************************************************
 PE1209  DESIGNATION -  L 31
 PE1209  PID         -  PE1209
 PE1209  STATE/COUNTY-  ME/KENNEBEC
 PE1209  USGS QUAD   -  VASSALBORO (1988)
 PE1209
 PE1209                         *CURRENT SURVEY CONTROL
 PE1209  ___________________________________________________________________
 PE1209* NAD 83(1986)-  44 24 16.     (N)    069 43 18.     (W)     SCALED    
 PE1209* NAVD 88     -        15.734  (meters)      51.62   (feet)  ADJUSTED  
 PE1209  ___________________________________________________________________
 PE1209  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 PE1209  DYNAMIC HT  -          15.733 (meters)      51.62  (feet)  COMP
 PE1209  MODELED GRAV-     980,533.1   (mgal)                       NAVD 88
 PE1209
 PE1209  VERT ORDER  -  SECOND    CLASS 0
 PE1209
 PE1209.The horizontal coordinates were scaled from a topographic map and have
 PE1209.an estimated accuracy of +/- 6 seconds.
 PE1209
 PE1209.The orthometric height was determined by differential leveling
 PE1209.and adjusted by the National Geodetic Survey in June 1991..
 PE1209
 PE1209.The geoid height was determined by GEOID03.
 PE1209
 PE1209.The dynamic height is computed by dividing the NAVD 88
 PE1209.geopotential number by the normal gravity value computed on the
 PE1209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1209.degrees latitude (g = 980.6199 gals.).
 PE1209
 PE1209.The modeled gravity was interpolated from observed gravity values.
 PE1209
 PE1209;                    North         East    Units  Estimated Accuracy
 PE1209;SPC ME W     -   174,650.      935,450.      MT  (+/- 180 meters Scaled)
 PE1209
 PE1209                          SUPERSEDED SURVEY CONTROL
 PE1209
 PE1209  NGVD 29 (??/??/92)   15.956  (m)           52.35   (f) ADJ UNCH    2 0
 PE1209
 PE1209.Superseded values are not recommended for survey control.
 PE1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1209.See file dsdata.txt to determine how the superseded data were derived.
 PE1209
 PE1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK425170(NAD 83)
 PE1209_MARKER: DB = BENCH MARK DISK
 PE1209_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE1209_SP_SET: BRIDGE
 PE1209_STAMPING: L 31 1935
 PE1209_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE1209
 PE1209  HISTORY     - Date     Condition        Report By
 PE1209  HISTORY     - 1935     MONUMENTED       CGS
 PE1209  HISTORY     - 1951     POOR             NGS
 PE1209
 PE1209                          STATION DESCRIPTION
 PE1209
 PE1209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 PE1209'0.7 MI SW FROM RIVERSIDE.
 PE1209'0.7 MILE SOUTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE1209'STATION AT RIVERSIDE, KENNEBEC COUNTY, AND IN THE TOP OF THE
 PE1209'NORTHWEST END OF THE NORTHEAST CONCRETE ABUTMENT OF THE
 PE1209'SOUTHWEST BRIDGE OVER SEVEN MILE BROOK.  A STANDARD DISK, STAMPED
 PE1209'L 31 1935.  NOTE-- HEADWALL HAS BEEN MOVED, USE WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0759 ***********************************************************************
 QG0759  DESIGNATION -  L 32
 QG0759  PID         -  QG0759
 QG0759  STATE/COUNTY-  ME/PENOBSCOT
 QG0759  USGS QUAD   -  DEXTER (1984)
 QG0759
 QG0759                         *CURRENT SURVEY CONTROL
 QG0759  ___________________________________________________________________
 QG0759* NAD 83(1986)-  45 01 45.     (N)    069 17 17.     (W)     SCALED    
 QG0759* NAVD 88     -       134.063  (meters)     439.84   (feet)  ADJUSTED  
 QG0759  ___________________________________________________________________
 QG0759  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 QG0759  DYNAMIC HT  -         134.057 (meters)     439.82  (feet)  COMP
 QG0759  MODELED GRAV-     980,569.4   (mgal)                       NAVD 88
 QG0759
 QG0759  VERT ORDER  -  SECOND    CLASS 0
 QG0759
 QG0759.The horizontal coordinates were scaled from a topographic map and have
 QG0759.an estimated accuracy of +/- 6 seconds.
 QG0759
 QG0759.The orthometric height was determined by differential leveling
 QG0759.and adjusted by the National Geodetic Survey in June 1991..
 QG0759
 QG0759.The geoid height was determined by GEOID03.
 QG0759
 QG0759.The dynamic height is computed by dividing the NAVD 88
 QG0759.geopotential number by the normal gravity value computed on the
 QG0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0759.degrees latitude (g = 980.6199 gals.).
 QG0759
 QG0759.The modeled gravity was interpolated from observed gravity values.
 QG0759
 QG0759;                    North         East    Units  Estimated Accuracy
 QG0759;SPC ME E     -   151,690.      237,900.      MT  (+/- 180 meters Scaled)
 QG0759
 QG0759                          SUPERSEDED SURVEY CONTROL
 QG0759
 QG0759  NGVD 29 (??/??/92)  134.247  (m)          440.44   (f) ADJ UNCH    2 0
 QG0759
 QG0759.Superseded values are not recommended for survey control.
 QG0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0759.See file dsdata.txt to determine how the superseded data were derived.
 QG0759
 QG0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK773862(NAD 83)
 QG0759_MARKER: DB = BENCH MARK DISK
 QG0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0759_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0759_STAMPING: L 32 1935
 QG0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0759+STABILITY: SURFACE MOTION
 QG0759
 QG0759  HISTORY     - Date     Condition        Report By
 QG0759  HISTORY     - 1935     MONUMENTED       CGS
 QG0759  HISTORY     - 1988     GOOD             USPSQD
 QG0759
 QG0759                          STATION DESCRIPTION
 QG0759
 QG0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QG0759'AT DEXTER.
 QG0759'AT DEXTER, PENOBSCOT COUNTY, ABOUT 44 YARDS SOUTHWEST OF THE
 QG0759'MAINE CENTRAL RAILROAD STATION, ABOUT 56.5 FEET NORTHEAST
 QG0759'OF THE NORTHEAST CORNER OF A WATER TANK, 25.6 FEET EAST OF
 QG0759'THE EAST RAIL OF THE MAIN TRACK, OPPOSITE A SWITCH OF THE SIDE
 QG0759'TRACK, AND 2.5 FEET NORTHWEST OF THE GARDEN FENCE.  A STANDARD
 QG0759'DISK, STAMPED L 32 1935 AND SET IN THE TOP OF A CONCRETE POST.
 QG0759
 QG0759                          STATION RECOVERY (1988)
 QG0759
 QG0759'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 QG0759'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0803 ***********************************************************************
 QG0803  DESIGNATION -  L 33
 QG0803  PID         -  QG0803
 QG0803  STATE/COUNTY-  ME/PISCATAQUIS
 QG0803  USGS QUAD   -  MONSON WEST (1989)
 QG0803
 QG0803                         *CURRENT SURVEY CONTROL
 QG0803  ___________________________________________________________________
 QG0803* NAD 83(1986)-  45 15 18.     (N)    069 33 15.     (W)     SCALED    
 QG0803* NAVD 88     -       217.248  (meters)     712.75   (feet)  ADJUSTED  
 QG0803  ___________________________________________________________________
 QG0803  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 QG0803  DYNAMIC HT  -         217.239 (meters)     712.73  (feet)  COMP
 QG0803  MODELED GRAV-     980,572.1   (mgal)                       NAVD 88
 QG0803
 QG0803  VERT ORDER  -  SECOND    CLASS 0
 QG0803
 QG0803.The horizontal coordinates were scaled from a topographic map and have
 QG0803.an estimated accuracy of +/- 6 seconds.
 QG0803
 QG0803.The orthometric height was determined by differential leveling
 QG0803.and adjusted by the National Geodetic Survey in June 1991..
 QG0803
 QG0803.The geoid height was determined by GEOID03.
 QG0803
 QG0803.The dynamic height is computed by dividing the NAVD 88
 QG0803.geopotential number by the normal gravity value computed on the
 QG0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0803.degrees latitude (g = 980.6199 gals.).
 QG0803
 QG0803.The modeled gravity was interpolated from observed gravity values.
 QG0803
 QG0803;                    North         East    Units  Estimated Accuracy
 QG0803;SPC ME E     -   177,020.      217,260.      MT  (+/- 180 meters Scaled)
 QG0803
 QG0803                          SUPERSEDED SURVEY CONTROL
 QG0803
 QG0803  NGVD 29 (??/??/92)  217.430  (m)          713.35   (f) ADJ UNCH    2 0
 QG0803
 QG0803.Superseded values are not recommended for survey control.
 QG0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0803.See file dsdata.txt to determine how the superseded data were derived.
 QG0803
 QG0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL565114(NAD 83)
 QG0803_MARKER: DB = BENCH MARK DISK
 QG0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0803_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0803_STAMPING: L 33 1935
 QG0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0803+STABILITY: SURFACE MOTION
 QG0803
 QG0803  HISTORY     - Date     Condition        Report By
 QG0803  HISTORY     - 1935     MONUMENTED       CGS
 QG0803
 QG0803                          STATION DESCRIPTION
 QG0803
 QG0803'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QG0803'2.7 MI S FROM BLANCHARD.
 QG0803'2.7 MILES SOUTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 QG0803'THE STATION AT BLANCHARD, PISCATAQUIS COUNTY, 42 YARDS SOUTH
 QG0803'OF A SIDETRACK SWITCH, 56 FEET NORTH OF THE CENTER OF A
 QG0803'RAILROAD CROSSING AT PARROT, AND 18 FEET WEST OF THE WEST RAIL.
 QG0803'A STANDARD DISK, STAMPED L 33 1935 AND SET IN THE TOP OF A CONCRETE
 QG0803'POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0748 ***********************************************************************
 QG0748  DESIGNATION -  L 34
 QG0748  PID         -  QG0748
 QG0748  STATE/COUNTY-  ME/PISCATAQUIS
 QG0748  USGS QUAD   -  DOVER FOXCROFT (1983)
 QG0748
 QG0748                         *CURRENT SURVEY CONTROL
 QG0748  ___________________________________________________________________
 QG0748* NAD 83(1986)-  45 12 06.     (N)    069 07 35.     (W)     SCALED    
 QG0748* NAVD 88     -       100.363  (meters)     329.27   (feet)  ADJUSTED  
 QG0748  ___________________________________________________________________
 QG0748  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 QG0748  DYNAMIC HT  -         100.361 (meters)     329.27  (feet)  COMP
 QG0748  MODELED GRAV-     980,591.2   (mgal)                       NAVD 88
 QG0748
 QG0748  VERT ORDER  -  SECOND    CLASS 0
 QG0748
 QG0748.The horizontal coordinates were scaled from a topographic map and have
 QG0748.an estimated accuracy of +/- 6 seconds.
 QG0748
 QG0748.The orthometric height was determined by differential leveling
 QG0748.and adjusted by the National Geodetic Survey in June 1991..
 QG0748
 QG0748.The geoid height was determined by GEOID03.
 QG0748
 QG0748.The dynamic height is computed by dividing the NAVD 88
 QG0748.geopotential number by the normal gravity value computed on the
 QG0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0748.degrees latitude (g = 980.6199 gals.).
 QG0748
 QG0748.The modeled gravity was interpolated from observed gravity values.
 QG0748
 QG0748;                    North         East    Units  Estimated Accuracy
 QG0748;SPC ME E     -   170,740.      250,790.      MT  (+/- 180 meters Scaled)
 QG0748
 QG0748                          SUPERSEDED SURVEY CONTROL
 QG0748
 QG0748  NGVD 29 (??/??/92)  100.523  (m)          329.80   (f) ADJ UNCH    2 0
 QG0748
 QG0748.Superseded values are not recommended for survey control.
 QG0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0748.See file dsdata.txt to determine how the superseded data were derived.
 QG0748
 QG0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL900053(NAD 83)
 QG0748_MARKER: DB = BENCH MARK DISK
 QG0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0748_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0748_STAMPING: L 34 1935
 QG0748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0748+STABILITY: SURFACE MOTION
 QG0748
 QG0748  HISTORY     - Date     Condition        Report By
 QG0748  HISTORY     - 1935     MONUMENTED       CGS
 QG0748  HISTORY     - 1978     MARK NOT FOUND   NGS
 QG0748  HISTORY     - 1981     MARK NOT FOUND   USGS
 QG0748
 QG0748                          STATION DESCRIPTION
 QG0748
 QG0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QG0748'2.4 MI W FROM SOUTH SEBEC.
 QG0748'2.4 MILES WEST ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 QG0748'THE STATION AT SOUTH SEBEC, PISCATAQUIS COUNTY, 6 POLES WEST
 QG0748'OF MILEPOST 8, ON A LINE TANGENT TO THE SOUTH RAIL OF THE
 QG0748'EAST TRACK, AND 17.5 FEET SOUTH OF THE SOUTH RAIL.  A STANDARD
 QG0748'DISK, STAMPED L 34 1935 AND SET IN THE TOP OF A CONCRETE POST
 QG0748'PROJECTING 4 INCHES ABOVE GROUND.
 QG0748
 QG0748                          STATION RECOVERY (1978)
 QG0748
 QG0748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0748'MARK SEARCHED BUT NOT RECOVERED.
 QG0748
 QG0748                          STATION RECOVERY (1981)
 QG0748
 QG0748'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 QG0748'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0273 ***********************************************************************
 QG0273  DESIGNATION -  L 35
 QG0273  PID         -  QG0273
 QG0273  STATE/COUNTY-  ME/PENOBSCOT
 QG0273  USGS QUAD   -  GREENBUSH (1988)
 QG0273
 QG0273                         *CURRENT SURVEY CONTROL
 QG0273  ___________________________________________________________________
 QG0273* NAD 83(1986)-  45 04 47.     (N)    068 38 53.     (W)     SCALED    
 QG0273* NAVD 88     -        40.890  (meters)     134.15   (feet)  ADJUSTED  
 QG0273  ___________________________________________________________________
 QG0273  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 QG0273  DYNAMIC HT  -          40.890 (meters)     134.15  (feet)  COMP
 QG0273  MODELED GRAV-     980,610.0   (mgal)                       NAVD 88
 QG0273
 QG0273  VERT ORDER  -  SECOND    CLASS 0
 QG0273
 QG0273.The horizontal coordinates were scaled from a topographic map and have
 QG0273.an estimated accuracy of +/- 6 seconds.
 QG0273
 QG0273.The orthometric height was determined by differential leveling
 QG0273.and adjusted by the National Geodetic Survey in June 1991..
 QG0273
 QG0273.The geoid height was determined by GEOID03.
 QG0273
 QG0273.The dynamic height is computed by dividing the NAVD 88
 QG0273.geopotential number by the normal gravity value computed on the
 QG0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0273.degrees latitude (g = 980.6199 gals.).
 QG0273
 QG0273.The modeled gravity was interpolated from observed gravity values.
 QG0273
 QG0273;                    North         East    Units  Estimated Accuracy
 QG0273;SPC ME E     -   157,010.      288,340.      MT  (+/- 180 meters Scaled)
 QG0273
 QG0273                          SUPERSEDED SURVEY CONTROL
 QG0273
 QG0273  NGVD 29 (??/??/92)   41.09   (m)          134.8    (f) COMPUTED    2 0
 QG0273
 QG0273.Superseded values are not recommended for survey control.
 QG0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0273.See file dsdata.txt to determine how the superseded data were derived.
 QG0273
 QG0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK277918(NAD 83)
 QG0273_MARKER: DB = BENCH MARK DISK
 QG0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0273_STAMPING: L-35--1935
 QG0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0273+STABILITY: SURFACE MOTION
 QG0273
 QG0273  HISTORY     - Date     Condition        Report By
 QG0273  HISTORY     - 1935     MONUMENTED       CGS
 QG0273  HISTORY     - 1979     GOOD             USGS
 QG0273
 QG0273                          STATION DESCRIPTION
 QG0273
 QG0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QG0273'AT GREENBUSH.
 QG0273'L-35 IS LOCATED 228 FEET NORTH OF NORTH END OF THE MAINE CENTRAL
 QG0273'RAILROAD STATION AT GREENBUSH, 135 FEET NORTH OF CENTERLINE OF
 QG0273'A ROAD CROSSING TRACK, 36.6 FEET EAST OF EAST RAIL OF MAIN TRACK,
 QG0273'17 FEET SOUTH OF 2ND TELEGRAPH POLE NORTH OF ROAD CROSSING.
 QG0273'STANDARD TABLET SET IN TOP OF CONCRETE POST 4 INCHES HIGH.
 QG0273
 QG0273                          STATION RECOVERY (1979)
 QG0273
 QG0273'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 QG0273'RECOVERED/NOT RECOVERED AS DESCRIBED/INDICATED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0062 ***********************************************************************
 RF0062  DESIGNATION -  L 36
 RF0062  PID         -  RF0062
 RF0062  STATE/COUNTY-  ME/AROOSTOOK
 RF0062  USGS QUAD   -  SQUA PAN LAKE EAST (1984)
 RF0062
 RF0062                         *CURRENT SURVEY CONTROL
 RF0062  ___________________________________________________________________
 RF0062* NAD 83(1986)-  46 36 43.     (N)    068 14 24.     (W)     SCALED    
 RF0062* NAVD 88     -       185.519  (meters)     608.66   (feet)  ADJUSTED  
 RF0062  ___________________________________________________________________
 RF0062  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 RF0062  DYNAMIC HT  -         185.535 (meters)     608.71  (feet)  COMP
 RF0062  MODELED GRAV-     980,696.2   (mgal)                       NAVD 88
 RF0062
 RF0062  VERT ORDER  -  SECOND    CLASS 0
 RF0062
 RF0062.The horizontal coordinates were scaled from a topographic map and have
 RF0062.an estimated accuracy of +/- 6 seconds.
 RF0062
 RF0062.The orthometric height was determined by differential leveling
 RF0062.and adjusted by the National Geodetic Survey in June 1991..
 RF0062
 RF0062.The geoid height was determined by GEOID03.
 RF0062
 RF0062.The dynamic height is computed by dividing the NAVD 88
 RF0062.geopotential number by the normal gravity value computed on the
 RF0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0062.degrees latitude (g = 980.6199 gals.).
 RF0062
 RF0062.The modeled gravity was interpolated from observed gravity values.
 RF0062
 RF0062;                    North         East    Units  Estimated Accuracy
 RF0062;SPC ME E     -   327,320.      319,920.      MT  (+/- 180 meters Scaled)
 RF0062
 RF0062                          SUPERSEDED SURVEY CONTROL
 RF0062
 RF0062  NGVD 29 (??/??/92)  185.695  (m)          609.23   (f) ADJ UNCH    2 0
 RF0062
 RF0062.Superseded values are not recommended for survey control.
 RF0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0062.See file dsdata.txt to determine how the superseded data were derived.
 RF0062
 RF0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM581623(NAD 83)
 RF0062_MARKER: DB = BENCH MARK DISK
 RF0062_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RF0062_SP_SET: TRESTLE HEADWALL
 RF0062_STAMPING: L 36 1935
 RF0062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0062
 RF0062  HISTORY     - Date     Condition        Report By
 RF0062  HISTORY     - 1935     MONUMENTED       CGS
 RF0062
 RF0062                          STATION DESCRIPTION
 RF0062
 RF0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RF0062'7.9 MI SW FROM MAPLETON.
 RF0062'ABOUT 7.9 MILES SOUTHWEST ALONG THE BANGOR AND AROOSTOOK RAILROAD
 RF0062'FROM THE STATION AT MAPLETON, AROOSTOOK COUNTY, ABOUT 0.2 MILE
 RF0062'EAST OF THE STATION AT WALKER, 6 FEET NORTH OF THE NORTH RAIL AT
 RF0062'TRESTLE 10+10 OVER SQUA PAN LAKE, IN THE TOP OF THE CENTER OF THE
 RF0062'CONCRETE HEAD WALL, AND 4 INCHES FROM THE NORTH END OF THE
 RF0062'WALL.  A STANDARD DISK, STAMPED L 36 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0800 ***********************************************************************
 PE0800  DESIGNATION -  L 37
 PE0800  PID         -  PE0800
 PE0800  STATE/COUNTY-  ME/WALDO
 PE0800  USGS QUAD   -  BROOKS WEST (1982)
 PE0800
 PE0800                         *CURRENT SURVEY CONTROL
 PE0800  ___________________________________________________________________
 PE0800* NAD 83(1986)-  44 32 39.     (N)    069 08 32.     (W)     SCALED    
 PE0800* NAVD 88     -       120.016  (meters)     393.75   (feet)  ADJUSTED  
 PE0800  ___________________________________________________________________
 PE0800  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 PE0800  DYNAMIC HT  -         120.006 (meters)     393.72  (feet)  COMP
 PE0800  MODELED GRAV-     980,534.9   (mgal)                       NAVD 88
 PE0800
 PE0800  VERT ORDER  -  SECOND    CLASS 0
 PE0800
 PE0800.The horizontal coordinates were scaled from a topographic map and have
 PE0800.an estimated accuracy of +/- 6 seconds.
 PE0800
 PE0800.The orthometric height was determined by differential leveling
 PE0800.and adjusted by the National Geodetic Survey in June 1991..
 PE0800
 PE0800.The geoid height was determined by GEOID03.
 PE0800
 PE0800.The dynamic height is computed by dividing the NAVD 88
 PE0800.geopotential number by the normal gravity value computed on the
 PE0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0800.degrees latitude (g = 980.6199 gals.).
 PE0800
 PE0800.The modeled gravity was interpolated from observed gravity values.
 PE0800
 PE0800;                    North         East    Units  Estimated Accuracy
 PE0800;SPC ME E     -    97,690.      248,970.      MT  (+/- 180 meters Scaled)
 PE0800
 PE0800                          SUPERSEDED SURVEY CONTROL
 PE0800
 PE0800  NGVD 29 (??/??/92)  120.219  (m)          394.42   (f) ADJ UNCH    2 0
 PE0800
 PE0800.Superseded values are not recommended for survey control.
 PE0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0800.See file dsdata.txt to determine how the superseded data were derived.
 PE0800
 PE0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK887323(NAD 83)
 PE0800_MARKER: DB = BENCH MARK DISK
 PE0800_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE0800_SP_SET: ABUTMENT
 PE0800_STAMPING: L 37 1935
 PE0800_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0800
 PE0800  HISTORY     - Date     Condition        Report By
 PE0800  HISTORY     - 1935     MONUMENTED       CGS
 PE0800
 PE0800                          STATION DESCRIPTION
 PE0800
 PE0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE0800'1.3 MI W FROM BROOKS.
 PE0800'1.3 MILES WEST ALONG THE BELFAST AND MOOSEHEAD LAKE RAILROAD FROM
 PE0800'THE STATION AT BROOKS, WALDO COUNTY, ABOUT 0.3 MILE WEST OF
 PE0800'MILEPOST B 13, ABOUT 78 YARDS EAST OF THE CENTER OF THE CROSSING
 PE0800'OF STATE HIGHWAY 139, IN THE TOP OF THE NORTH END OF THE EAST
 PE0800'STONE ABUTMENT OF A SMALL BRIDGE, 2.4 FEET SOUTH OF THE NORTH
 PE0800'END OF THE ABUTMENT, 3.1 FEET NORTH OF THE NORTH RAIL, AND ABOUT
 PE0800'LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED L 37 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0177 ***********************************************************************
 PE0177  DESIGNATION -  L 39
 PE0177  PID         -  PE0177
 PE0177  STATE/COUNTY-  ME/WASHINGTON
 PE0177  USGS QUAD   -  LEAD MOUNTAIN (1987)
 PE0177
 PE0177                         *CURRENT SURVEY CONTROL
 PE0177  ___________________________________________________________________
 PE0177* NAD 83(1986)-  44 50 35.     (N)    068 04 12.     (W)     SCALED    
 PE0177* NAVD 88     -        85.928  (meters)     281.92   (feet)  ADJUSTED  
 PE0177  ___________________________________________________________________
 PE0177  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 PE0177  DYNAMIC HT  -          85.924 (meters)     281.90  (feet)  COMP
 PE0177  MODELED GRAV-     980,561.1   (mgal)                       NAVD 88
 PE0177
 PE0177  VERT ORDER  -  SECOND    CLASS 0
 PE0177
 PE0177.The horizontal coordinates were scaled from a topographic map and have
 PE0177.an estimated accuracy of +/- 6 seconds.
 PE0177
 PE0177.The orthometric height was determined by differential leveling
 PE0177.and adjusted by the National Geodetic Survey in June 1991..
 PE0177
 PE0177.The geoid height was determined by GEOID03.
 PE0177
 PE0177.The dynamic height is computed by dividing the NAVD 88
 PE0177.geopotential number by the normal gravity value computed on the
 PE0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0177.degrees latitude (g = 980.6199 gals.).
 PE0177
 PE0177.The modeled gravity was interpolated from observed gravity values.
 PE0177
 PE0177;                    North         East    Units  Estimated Accuracy
 PE0177;SPC ME E     -   130,790.      333,990.      MT  (+/- 180 meters Scaled)
 PE0177
 PE0177                          SUPERSEDED SURVEY CONTROL
 PE0177
 PE0177  NGVD 29 (??/??/92)   86.116  (m)          282.53   (f) ADJ UNCH    2 0
 PE0177
 PE0177.Superseded values are not recommended for survey control.
 PE0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0177.See file dsdata.txt to determine how the superseded data were derived.
 PE0177
 PE0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK734659(NAD 83)
 PE0177_MARKER: DB = BENCH MARK DISK
 PE0177_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE0177_SP_SET: BRIDGE
 PE0177_STAMPING: L 39 1935
 PE0177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0177
 PE0177  HISTORY     - Date     Condition        Report By
 PE0177  HISTORY     - 1935     MONUMENTED       CGS
 PE0177  HISTORY     - 1942     GOOD             NGS
 PE0177
 PE0177                          STATION DESCRIPTION
 PE0177
 PE0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE0177'0.3 MI NE FROM BEDDINGTON.
 PE0177'0.3 MILE NORTHEAST ALONG STATE HIGHWAY 9 FROM THE INTERSECTION
 PE0177'OF STATE HIGHWAY 193 AT BEDDINGTON, WASHINGTON COUNTY, AT A
 PE0177'STEEL-AND-CONCRETE BRIDGE OVER NARRAGUAGUS RIVER, IN THE TOP OF
 PE0177'THE SOUTH END OF THE EAST ABUTMENT, 4 INCHES NORTH OF THE SOUTH
 PE0177'END, 10 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND LEVEL
 PE0177'WITH THE HIGHWAY.  A STANDARD DISK, STAMPED L 39 1935.
 PE0177
 PE0177                          STATION RECOVERY (1942)
 PE0177
 PE0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 PE0177'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0739 ***********************************************************************
 PE0739  DESIGNATION -  L 39 RM
 PE0739  PID         -  PE0739
 PE0739  STATE/COUNTY-  ME/PENOBSCOT
 PE0739  USGS QUAD   -  CORINNA (1982)
 PE0739
 PE0739                         *CURRENT SURVEY CONTROL
 PE0739  ___________________________________________________________________
 PE0739* NAD 83(1986)-  44 53 27.     (N)    069 16 28.     (W)     SCALED    
 PE0739* NAVD 88     -        63.555  (meters)     208.51   (feet)  ADJUSTED  
 PE0739  ___________________________________________________________________
 PE0739  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 PE0739  DYNAMIC HT  -          63.552 (meters)     208.50  (feet)  COMP
 PE0739  MODELED GRAV-     980,576.6   (mgal)                       NAVD 88
 PE0739
 PE0739  VERT ORDER  -  SECOND    CLASS 0
 PE0739
 PE0739.The horizontal coordinates were scaled from a topographic map and have
 PE0739.an estimated accuracy of +/- 6 seconds.
 PE0739
 PE0739.The orthometric height was determined by differential leveling
 PE0739.and adjusted by the National Geodetic Survey in June 1991..
 PE0739
 PE0739.The geoid height was determined by GEOID03.
 PE0739
 PE0739.The dynamic height is computed by dividing the NAVD 88
 PE0739.geopotential number by the normal gravity value computed on the
 PE0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0739.degrees latitude (g = 980.6199 gals.).
 PE0739
 PE0739.The modeled gravity was interpolated from observed gravity values.
 PE0739
 PE0739;                    North         East    Units  Estimated Accuracy
 PE0739;SPC ME E     -   136,310.      238,830.      MT  (+/- 180 meters Scaled)
 PE0739
 PE0739                          SUPERSEDED SURVEY CONTROL
 PE0739
 PE0739  NGVD 29 (??/??/92)   63.763  (m)          209.20   (f) ADJ UNCH    2 0
 PE0739
 PE0739.Superseded values are not recommended for survey control.
 PE0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0739.See file dsdata.txt to determine how the superseded data were derived.
 PE0739
 PE0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK783708(NAD 83)
 PE0739_MARKER: Q = CHISELED SQUARE
 PE0739_SETTING: 80 = SET IN A BOULDER
 PE0739_SP_SET: BOULDER
 PE0739_STAMPING: BM
 PE0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0739+STABILITY: SURFACE MOTION
 PE0739
 PE0739  HISTORY     - Date     Condition        Report By
 PE0739  HISTORY     - UNK      MONUMENTED       USGS
 PE0739  HISTORY     - 1935     GOOD             NGS
 PE0739
 PE0739                          STATION DESCRIPTION
 PE0739
 PE0739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PE0739'5 MI N FROM NEWPORT.
 PE0739'5.0 MILES NORTH ALONG THE MAINE CENTRAL RAILROAD FROM THE STATION
 PE0739'AT NEWPORT, 70 FEET NORTH OF THE CENTERLINE OF THE TRACK, 50
 PE0739'FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 11, 35 FEET
 PE0739'SOUTHWEST OF U.S.G.S. BENCH MARK L 39, AND ON THE TOP OF A LARGE
 PE0739'BOULDER PAINTED B.M.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0102 ***********************************************************************
 RE0102  DESIGNATION -  L 4
 RE0102  PID         -  RE0102
 RE0102  STATE/COUNTY-  ME/AROOSTOOK
 RE0102  USGS QUAD   -  FORT FAIRFIELD NW (1978)
 RE0102
 RE0102                         *CURRENT SURVEY CONTROL
 RE0102  ___________________________________________________________________
 RE0102* NAD 83(1986)-  46 58 34.     (N)    067 55 07.     (W)     SCALED    
 RE0102* NAVD 88     -       227.305  (meters)     745.75   (feet)  ADJUSTED  
 RE0102  ___________________________________________________________________
 RE0102  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 RE0102  DYNAMIC HT  -         227.332 (meters)     745.84  (feet)  COMP
 RE0102  MODELED GRAV-     980,723.9   (mgal)                       NAVD 88
 RE0102
 RE0102  VERT ORDER  -  SECOND    CLASS 0
 RE0102
 RE0102.The horizontal coordinates were scaled from a topographic map and have
 RE0102.an estimated accuracy of +/- 6 seconds.
 RE0102
 RE0102.The orthometric height was determined by differential leveling
 RE0102.and adjusted by the National Geodetic Survey in June 1991..
 RE0102
 RE0102.The geoid height was determined by GEOID03.
 RE0102
 RE0102.The dynamic height is computed by dividing the NAVD 88
 RE0102.geopotential number by the normal gravity value computed on the
 RE0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0102.degrees latitude (g = 980.6199 gals.).
 RE0102
 RE0102.The modeled gravity was interpolated from observed gravity values.
 RE0102
 RE0102;                    North         East    Units  Estimated Accuracy
 RE0102;SPC ME E     -   367,930.      344,230.      MT  (+/- 180 meters Scaled)
 RE0102
 RE0102                          SUPERSEDED SURVEY CONTROL
 RE0102
 RE0102  NGVD 29 (??/??/92)  227.492  (m)          746.36   (f) ADJ UNCH    2 0
 RE0102
 RE0102.Superseded values are not recommended for survey control.
 RE0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0102.See file dsdata.txt to determine how the superseded data were derived.
 RE0102
 RE0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN822030(NAD 83)
 RE0102_MARKER: DB = BENCH MARK DISK
 RE0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RE0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RE0102_STAMPING: L 4 1930
 RE0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RE0102+STABILITY: SURFACE MOTION
 RE0102
 RE0102  HISTORY     - Date     Condition        Report By
 RE0102  HISTORY     - 1930     MONUMENTED       USGS
 RE0102  HISTORY     - 1935     GOOD             NGS
 RE0102  HISTORY     - 1985     POOR             USGS
 RE0102
 RE0102                          STATION DESCRIPTION
 RE0102
 RE0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RE0102'9.4 MI NW FROM LIMESTONE.
 RE0102'9.4 MILES NORTHWEST OF LIMESTONE, AROOSTOOK COUNTY.  THIS
 RE0102'BENCH MARK MAY BE REACHED FROM THE POST OFFICE AT LIMESTONE
 RE0102'BY GOING 4.8 MILES NORTH ALONG STATE HIGHWAY 165, THENCE 4.6
 RE0102'MILES WEST ALONG WILLARD SCHOOL ROAD.  IT IS 0.5 MILE EAST
 RE0102'OF THE JUNCTION OF SAWYER SCHOOL ROAD, 0.5 MILE WEST OF THE
 RE0102'CONNOR-CASWELL TOWN LINE, AT THE T-JUNCTION OF A ROAD LEADING
 RE0102'NORTH, 70.6 FEET SOUTHWEST OF A POLE, 37 FEET SOUTH OF THE CENTER
 RE0102'LINE OF WILLARD SCHOOL ROAD, AND ON THE PROLONGATION OF THE
 RE0102'CENTER LINE OF THE SIDE ROAD.  A UNITED STATES GEOLOGICAL SURVEY
 RE0102'STANDARD DISK, STAMPED L 4 1930 AND SET IN THE TOP OF A CONCRETE
 RE0102'POST PROJECTING 3 INCHES ABOVE GROUND.
 RE0102
 RE0102                          STATION RECOVERY (1985)
 RE0102
 RE0102'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 RE0102'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0168 ***********************************************************************
 PF0168  DESIGNATION -  L 4
 PF0168  PID         -  PF0168
 PF0168  STATE/COUNTY-  ME/OXFORD
 PF0168  USGS QUAD   -  WEST PARIS (1967)
 PF0168
 PF0168                         *CURRENT SURVEY CONTROL
 PF0168  ___________________________________________________________________
 PF0168* NAD 83(1986)-  44 19 43.     (N)    070 37 19.     (W)     SCALED    
 PF0168* NAVD 88     -       169.042  (meters)     554.60   (feet)  ADJUSTED  
 PF0168  ___________________________________________________________________
 PF0168  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 PF0168  DYNAMIC HT  -         169.019 (meters)     554.52  (feet)  COMP
 PF0168  MODELED GRAV-     980,483.1   (mgal)                       NAVD 88
 PF0168
 PF0168  VERT ORDER  -  FIRST     CLASS II
 PF0168
 PF0168.The horizontal coordinates were scaled from a topographic map and have
 PF0168.an estimated accuracy of +/- 6 seconds.
 PF0168
 PF0168.The orthometric height was determined by differential leveling
 PF0168.and adjusted by the National Geodetic Survey in June 1991..
 PF0168
 PF0168.The geoid height was determined by GEOID03.
 PF0168
 PF0168.The dynamic height is computed by dividing the NAVD 88
 PF0168.geopotential number by the normal gravity value computed on the
 PF0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0168.degrees latitude (g = 980.6199 gals.).
 PF0168
 PF0168.The modeled gravity was interpolated from observed gravity values.
 PF0168
 PF0168;                    North         East    Units  Estimated Accuracy
 PF0168;SPC ME W     -   166,230.      863,690.      MT  (+/- 180 meters Scaled)
 PF0168
 PF0168                          SUPERSEDED SURVEY CONTROL
 PF0168
 PF0168  NGVD 29 (??/??/92)  169.204  (m)          555.13   (f) ADJ UNCH    1 2
 PF0168
 PF0168.Superseded values are not recommended for survey control.
 PF0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0168.See file dsdata.txt to determine how the superseded data were derived.
 PF0168
 PF0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK706096(NAD 83)
 PF0168_MARKER: DB = BENCH MARK DISK
 PF0168_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PF0168_SP_SET: BRIDGE WALL
 PF0168_STAMPING: ELEV 555.130 FT L 4 1922
 PF0168_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0168
 PF0168  HISTORY     - Date     Condition        Report By
 PF0168  HISTORY     - 1922     MONUMENTED       CGS
 PF0168  HISTORY     - 1964     MARK NOT FOUND   NGS
 PF0168  HISTORY     - 1978     GOOD             NGS
 PF0168
 PF0168                          STATION DESCRIPTION
 PF0168
 PF0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 PF0168'2.3 MI W FROM BATES.
 PF0168'2.3 MILES WEST ALONG THE GRAND TRUNK RAILWAY FROM BATES (POST
 PF0168'OFFICE WEST PARIS), OXFORD COUNTY, AT AN ARCH BRIDGE OVER
 PF0168'BLACK BROOK, AND IN THE WEST END OF THE SOUTH SPANDREL WALL.
 PF0168
 PF0168                          STATION RECOVERY (1978)
 PF0168
 PF0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PF0168'2.5 MILES WEST ALONG STATE HIGHWAY 219 FROM THE POST OFFICE AT WEST
 PF0168'PARIS, THENCE 0.10 MI. NORTHWEST FOLLOWING THE LITTLE ANDROSCOGGIN
 PF0168'RIVER, IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST SPANDREL WALL
 PF0168'OF A LARGE CANADIAN NATIONAL RAILROAD BRIDGE OVER THE RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0416 ***********************************************************************
 PD0416  DESIGNATION -  L 40
 PD0416  PID         -  PD0416
 PD0416  STATE/COUNTY-  ME/WASHINGTON
 PD0416  USGS QUAD   -  WESLEY (1990)
 PD0416
 PD0416                         *CURRENT SURVEY CONTROL
 PD0416  ___________________________________________________________________
 PD0416* NAD 83(1986)-  44 57 53.     (N)    067 38 59.     (W)     SCALED    
 PD0416* NAVD 88     -       162.542  (meters)     533.27   (feet)  ADJUSTED  
 PD0416  ___________________________________________________________________
 PD0416  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 PD0416  DYNAMIC HT  -         162.533 (meters)     533.24  (feet)  COMP
 PD0416  MODELED GRAV-     980,555.1   (mgal)                       NAVD 88
 PD0416
 PD0416  VERT ORDER  -  SECOND    CLASS 0
 PD0416
 PD0416.The horizontal coordinates were scaled from a topographic map and have
 PD0416.an estimated accuracy of +/- 6 seconds.
 PD0416
 PD0416.The orthometric height was determined by differential leveling
 PD0416.and adjusted by the National Geodetic Survey in June 1991..
 PD0416
 PD0416.The geoid height was determined by GEOID03.
 PD0416
 PD0416.The dynamic height is computed by dividing the NAVD 88
 PD0416.geopotential number by the normal gravity value computed on the
 PD0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0416.degrees latitude (g = 980.6199 gals.).
 PD0416
 PD0416.The modeled gravity was interpolated from observed gravity values.
 PD0416
 PD0416;                    North         East    Units  Estimated Accuracy
 PD0416;SPC ME E     -   144,580.      367,080.      MT  (+/- 180 meters Scaled)
 PD0416
 PD0416                          SUPERSEDED SURVEY CONTROL
 PD0416
 PD0416  NGVD 29 (??/??/92)  162.732  (m)          533.90   (f) ADJ UNCH    2 0
 PD0416
 PD0416.Superseded values are not recommended for survey control.
 PD0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0416.See file dsdata.txt to determine how the superseded data were derived.
 PD0416
 PD0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK064799(NAD 83)
 PD0416_MARKER: DB = BENCH MARK DISK
 PD0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PD0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PD0416_STAMPING: L 40 1935
 PD0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0416+STABILITY: SURFACE MOTION
 PD0416
 PD0416  HISTORY     - Date     Condition        Report By
 PD0416  HISTORY     - 1935     MONUMENTED       CGS
 PD0416  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 PD0416
 PD0416                          STATION DESCRIPTION
 PD0416
 PD0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PD0416'1 MI E FROM WESLEY.
 PD0416'1.0 MILE EAST ALONG STATE HIGHWAY 9 FROM THE JUNCTION OF STATE
 PD0416'HIGHWAY 192 AT WESLEY, WASHINGTON COUNTY, 95 FEET WEST OF A
 PD0416'SMALL SHINGLE HOUSE, 38 FEET WEST OF THE WEST CORNER OF A
 PD0416'SHEET-IRON SHED, 25.5 FEET SOUTHEAST OF THE CENTER LINE OF THE
 PD0416'HIGHWAY, AND 4 FEET NORTHWEST OF A LOW STONE WALL.  A STANDARD
 PD0416'DISK, STAMPED L 40 1935 AND SET IN THE TOP OF A CONCRETE POST
 PD0416'PROJECTING 7 INCHES ABOVE GROUND.
 PD0416
 PD0416                          STATION RECOVERY (1986)
 PD0416
 PD0416'RECOVERY NOTE BY US POWER SQUADRON 1986 (LEP)
 PD0416'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0062 ***********************************************************************
 QF0062  DESIGNATION -  L 41
 QF0062  PID         -  QF0062
 QF0062  STATE/COUNTY-  ME/WASHINGTON
 QF0062  USGS QUAD   -  MEDDYBEMPS LAKE EAST (1987)
 QF0062
 QF0062                         *CURRENT SURVEY CONTROL
 QF0062  ___________________________________________________________________
 QF0062* NAD 83(1986)-  45 06 43.     (N)    067 19 32.     (W)     SCALED    
 QF0062* NAVD 88     -        57.874  (meters)     189.87   (feet)  ADJUSTED  
 QF0062  ___________________________________________________________________
 QF0062  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 QF0062  DYNAMIC HT  -          57.873 (meters)     189.87  (feet)  COMP
 QF0062  MODELED GRAV-     980,602.7   (mgal)                       NAVD 88
 QF0062
 QF0062  VERT ORDER  -  SECOND    CLASS 0
 QF0062
 QF0062.The horizontal coordinates were scaled from a topographic map and have
 QF0062.an estimated accuracy of +/- 6 seconds.
 QF0062
 QF0062.The orthometric height was determined by differential leveling
 QF0062.and adjusted by the National Geodetic Survey in June 1991..
 QF0062
 QF0062.The geoid height was determined by GEOID03.
 QF0062
 QF0062.The dynamic height is computed by dividing the NAVD 88
 QF0062.geopotential number by the normal gravity value computed on the
 QF0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0062.degrees latitude (g = 980.6199 gals.).
 QF0062
 QF0062.The modeled gravity was interpolated from observed gravity values.
 QF0062
 QF0062;                    North         East    Units  Estimated Accuracy
 QF0062;SPC ME E     -   161,250.      392,410.      MT  (+/- 180 meters Scaled)
 QF0062
 QF0062                          SUPERSEDED SURVEY CONTROL
 QF0062
 QF0062  NGVD 29 (??/??/92)   58.081  (m)          190.55   (f) ADJ UNCH    2 0
 QF0062
 QF0062.Superseded values are not recommended for survey control.
 QF0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0062.See file dsdata.txt to determine how the superseded data were derived.
 QF0062
 QF0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK317967(NAD 83)
 QF0062_MARKER: DB = BENCH MARK DISK
 QF0062_SETTING: 80 = SET IN A BOULDER
 QF0062_SP_SET: BOULDER
 QF0062_STAMPING: L 41 1935
 QF0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0062+STABILITY: SURFACE MOTION
 QF0062
 QF0062  HISTORY     - Date     Condition        Report By
 QF0062  HISTORY     - 1935     MONUMENTED       CGS
 QF0062  HISTORY     - 1946     GOOD             NGS
 QF0062
 QF0062                          STATION DESCRIPTION
 QF0062
 QF0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QF0062'0.9 MI SW FROM BARING.
 QF0062'0.9 MILE SOUTH ALONG STATE HIGHWAY 191 FROM THE JUNCTION OF U.S.
 QF0062'HIGHWAY 1 WEST OF BARING, WASHINGTON COUNTY, 200 YARDS WEST OF
 QF0062'A SPRING, 30 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND
 QF0062'IN THE TOP OF A GRANITE BOULDER.  A STANDARD DISK, STAMPED L 41
 QF0062'1935.
 QF0062
 QF0062                          STATION RECOVERY (1946)
 QF0062
 QF0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 QF0062'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0121 ***********************************************************************
 RE0121  DESIGNATION -  L 43
 RE0121  PID         -  RE0121
 RE0121  STATE/COUNTY-  ME/AROOSTOOK
 RE0121  USGS QUAD   -  FORT FAIRFIELD (1984)
 RE0121
 RE0121                         *CURRENT SURVEY CONTROL
 RE0121  ___________________________________________________________________
 RE0121* NAD 83(1986)-  46 46 24.     (N)    067 50 29.     (W)     SCALED    
 RE0121* NAVD 88     -       121.257  (meters)     397.82   (feet)  ADJUSTED  
 RE0121  ___________________________________________________________________
 RE0121  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 RE0121  DYNAMIC HT  -         121.270 (meters)     397.87  (feet)  COMP
 RE0121  MODELED GRAV-     980,725.0   (mgal)                       NAVD 88
 RE0121
 RE0121  VERT ORDER  -  SECOND    CLASS 0
 RE0121
 RE0121.The horizontal coordinates were scaled from a topographic map and have
 RE0121.an estimated accuracy of +/- 6 seconds.
 RE0121
 RE0121.The orthometric height was determined by differential leveling
 RE0121.and adjusted by the National Geodetic Survey in June 1991..
 RE0121
 RE0121.The geoid height was determined by GEOID03.
 RE0121
 RE0121.The dynamic height is computed by dividing the NAVD 88
 RE0121.geopotential number by the normal gravity value computed on the
 RE0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0121.degrees latitude (g = 980.6199 gals.).
 RE0121
 RE0121.The modeled gravity was interpolated from observed gravity values.
 RE0121
 RE0121;                    North         East    Units  Estimated Accuracy
 RE0121;SPC ME E     -   345,440.      350,300.      MT  (+/- 180 meters Scaled)
 RE0121
 RE0121                          SUPERSEDED SURVEY CONTROL
 RE0121
 RE0121  NGVD 29 (??/??/92)  121.485  (m)          398.57   (f) ADJ UNCH    2 0
 RE0121
 RE0121.Superseded values are not recommended for survey control.
 RE0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0121.See file dsdata.txt to determine how the superseded data were derived.
 RE0121
 RE0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM884806(NAD 83)
 RE0121_MARKER: DB = BENCH MARK DISK
 RE0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RE0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RE0121_STAMPING: L 43 1935
 RE0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RE0121+STABILITY: SURFACE MOTION
 RE0121
 RE0121  HISTORY     - Date     Condition        Report By
 RE0121  HISTORY     - 1935     MONUMENTED       CGS
 RE0121
 RE0121                          STATION DESCRIPTION
 RE0121
 RE0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RE0121'AT FORT FAIRFIELD.
 RE0121'AT FORT FAIRFIELD, AROOSTOOK COUNTY, 63 FEET WEST OF THE
 RE0121'WEST SIDE OF THE BANGOR AND AROOSTOOK RAILROAD PASSENGER STATION,
 RE0121'41 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 6.6 FEET
 RE0121'SOUTH OF A POLE, 3.1 FEET SOUTH OF THE PROJECTION OF THE NORTH
 RE0121'WALL OF THE STATION, AND 3 FEET WEST OF A SMALL CEDAR-TREE HEDGE.
 RE0121'A STANDARD DISK, STAMPED L 43 1935 AND SET IN THE TOP OF A
 RE0121'CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1161 ***********************************************************************
 PE1161  DESIGNATION -  L 44
 PE1161  PID         -  PE1161
 PE1161  STATE/COUNTY-  ME/KENNEBEC
 PE1161  USGS QUAD   -  WINTHROP (1980)
 PE1161
 PE1161                         *CURRENT SURVEY CONTROL
 PE1161  ___________________________________________________________________
 PE1161* NAD 83(1986)-  44 18 27.     (N)    069 57 35.     (W)     SCALED    
 PE1161* NAVD 88     -       111.177  (meters)     364.75   (feet)  ADJUSTED  
 PE1161  ___________________________________________________________________
 PE1161  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 PE1161  DYNAMIC HT  -         111.168 (meters)     364.72  (feet)  COMP
 PE1161  MODELED GRAV-     980,534.1   (mgal)                       NAVD 88
 PE1161
 PE1161  VERT ORDER  -  SECOND    CLASS 0
 PE1161
 PE1161.The horizontal coordinates were scaled from a topographic map and have
 PE1161.an estimated accuracy of +/- 6 seconds.
 PE1161
 PE1161.The orthometric height was determined by differential leveling
 PE1161.and adjusted by the National Geodetic Survey in June 1991..
 PE1161
 PE1161.The geoid height was determined by GEOID03.
 PE1161
 PE1161.The dynamic height is computed by dividing the NAVD 88
 PE1161.geopotential number by the normal gravity value computed on the
 PE1161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1161.degrees latitude (g = 980.6199 gals.).
 PE1161
 PE1161.The modeled gravity was interpolated from observed gravity values.
 PE1161
 PE1161;                    North         East    Units  Estimated Accuracy
 PE1161;SPC ME W     -   163,800.      916,510.      MT  (+/- 180 meters Scaled)
 PE1161
 PE1161                          SUPERSEDED SURVEY CONTROL
 PE1161
 PE1161  NGVD 29 (??/??/92)  111.379  (m)          365.42   (f) ADJ UNCH    2 0
 PE1161
 PE1161.Superseded values are not recommended for survey control.
 PE1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1161.See file dsdata.txt to determine how the superseded data were derived.
 PE1161
 PE1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK234064(NAD 83)
 PE1161_MARKER: DB = BENCH MARK DISK
 PE1161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1161_STAMPING: L 44 1935
 PE1161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1161+STABILITY: SURFACE MOTION
 PE1161
 PE1161  HISTORY     - Date     Condition        Report By
 PE1161  HISTORY     - 1935     MONUMENTED       CGS
 PE1161  HISTORY     - 1974     MARK NOT FOUND   NGS
 PE1161
 PE1161                          STATION DESCRIPTION
 PE1161
 PE1161'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE1161'0.9 MI E FROM WINTHROP.
 PE1161'0.9 MILE EAST ALONG STATE HIGHWAY 100 FROM THE MAINE CENTRAL
 PE1161'RAILROAD STATION AT WINTHROP, KENNEBEC COUNTY, 90 FEET NORTH
 PE1161'OF THE NORTH END OF A TYDOL OIL PUMP BASE, 31 FEET SOUTHEAST OF
 PE1161'THE CENTERLINE OF A ROAD LEADING TO READFIELD, 23 FEET NORTHEAST
 PE1161'OF THE CENTERLINE OF THE HIGHWAY, AND 7 FEET NORTH OF A POLE.
 PE1161'A STANDARD DISK, STAMPED L 44 1935 AND SET IN THE TOP OF A
 PE1161'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 PE1161
 PE1161                          STATION RECOVERY (1974)
 PE1161
 PE1161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 PE1161'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1246 ***********************************************************************
 PE1246  DESIGNATION -  L 45
 PE1246  PID         -  PE1246
 PE1246  STATE/COUNTY-  ME/LINCOLN
 PE1246  USGS QUAD   -  WEEKS MILLS (1982)
 PE1246
 PE1246                         *CURRENT SURVEY CONTROL
 PE1246  ___________________________________________________________________
 PE1246* NAD 83(1986)-  44 15 18.     (N)    069 32 45.     (W)     SCALED    
 PE1246* NAVD 88     -        78.400  (meters)     257.22   (feet)  ADJUSTED  
 PE1246  ___________________________________________________________________
 PE1246  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 PE1246  DYNAMIC HT  -          78.392 (meters)     257.19  (feet)  COMP
 PE1246  MODELED GRAV-     980,522.5   (mgal)                       NAVD 88
 PE1246
 PE1246  VERT ORDER  -  SECOND    CLASS 0
 PE1246
 PE1246.The horizontal coordinates were scaled from a topographic map and have
 PE1246.an estimated accuracy of +/- 6 seconds.
 PE1246
 PE1246.The orthometric height was determined by differential leveling
 PE1246.and adjusted by the National Geodetic Survey in June 1991..
 PE1246
 PE1246.The geoid height was determined by GEOID03.
 PE1246
 PE1246.The dynamic height is computed by dividing the NAVD 88
 PE1246.geopotential number by the normal gravity value computed on the
 PE1246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1246.degrees latitude (g = 980.6199 gals.).
 PE1246
 PE1246.The modeled gravity was interpolated from observed gravity values.
 PE1246
 PE1246;                    North         East    Units  Estimated Accuracy
 PE1246;SPC ME W     -   158,130.      949,580.      MT  (+/- 180 meters Scaled)
 PE1246
 PE1246                          SUPERSEDED SURVEY CONTROL
 PE1246
 PE1246  NGVD 29 (??/??/92)   78.611  (m)          257.91   (f) ADJ UNCH    2 0
 PE1246
 PE1246.Superseded values are not recommended for survey control.
 PE1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1246.See file dsdata.txt to determine how the superseded data were derived.
 PE1246
 PE1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK564003(NAD 83)
 PE1246_MARKER: DB = BENCH MARK DISK
 PE1246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1246_STAMPING: L 45 1935
 PE1246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1246+STABILITY: SURFACE MOTION
 PE1246
 PE1246  HISTORY     - Date     Condition        Report By
 PE1246  HISTORY     - 1935     MONUMENTED       CGS
 PE1246  HISTORY     - 1935     GOOD             NGS
 PE1246  HISTORY     - 1979     MARK NOT FOUND   USGS
 PE1246
 PE1246                          STATION DESCRIPTION
 PE1246
 PE1246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PE1246'AT COOPERS MILLS.
 PE1246'AT COOPERS MILLS, LINCOLN COUNTY, 34 FEET NORTH OF THE CENTER
 PE1246'OF THE JUNCTION OF STATE HIGHWAYS 218 AND 17, 0.4 MILE
 PE1246'SOUTHEAST OF THE POST OFFICE, 75.5 FEET SOUTHEAST OF THE SOUTH
 PE1246'CORNER OF A LARGE BARN, AND 1.2 FEET SOUTH OF THE BOARD FENCE.
 PE1246'A STANDARD DISK, STAMPED L 45 1935 AND SET IN THE TOP OF A
 PE1246'CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 PE1246
 PE1246                          STATION RECOVERY (1979)
 PE1246
 PE1246'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PE1246'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0808 ***********************************************************************
 PE0808  DESIGNATION -  L 46
 PE0808  PID         -  PE0808
 PE0808  STATE/COUNTY-  ME/KENNEBEC
 PE0808  USGS QUAD   -  ALBION (1982)
 PE0808
 PE0808                         *CURRENT SURVEY CONTROL
 PE0808  ___________________________________________________________________
 PE0808* NAD 83(1986)-  44 30 04.     (N)    069 29 30.     (W)     SCALED    
 PE0808* NAVD 88     -        78.807  (meters)     258.55   (feet)  ADJUSTED  
 PE0808  ___________________________________________________________________
 PE0808  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 PE0808  DYNAMIC HT  -          78.801 (meters)     258.53  (feet)  COMP
 PE0808  MODELED GRAV-     980,540.6   (mgal)                       NAVD 88
 PE0808
 PE0808  VERT ORDER  -  SECOND    CLASS 0
 PE0808
 PE0808.The horizontal coordinates were scaled from a topographic map and have
 PE0808.an estimated accuracy of +/- 6 seconds.
 PE0808
 PE0808.The orthometric height was determined by differential leveling
 PE0808.and adjusted by the National Geodetic Survey in June 1991..
 PE0808
 PE0808.The geoid height was determined by GEOID03.
 PE0808
 PE0808.The dynamic height is computed by dividing the NAVD 88
 PE0808.geopotential number by the normal gravity value computed on the
 PE0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0808.degrees latitude (g = 980.6199 gals.).
 PE0808
 PE0808.The modeled gravity was interpolated from observed gravity values.
 PE0808
 PE0808;                    North         East    Units  Estimated Accuracy
 PE0808;SPC ME W     -   185,520.      953,680.      MT  (+/- 180 meters Scaled)
 PE0808
 PE0808                          SUPERSEDED SURVEY CONTROL
 PE0808
 PE0808  NGVD 29 (??/??/92)   79.024  (m)          259.26   (f) ADJ UNCH    2 0
 PE0808
 PE0808.Superseded values are not recommended for survey control.
 PE0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0808.See file dsdata.txt to determine how the superseded data were derived.
 PE0808
 PE0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK609276(NAD 83)
 PE0808_MARKER: DB = BENCH MARK DISK
 PE0808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0808_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0808_STAMPING: L 46 1935
 PE0808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0808+STABILITY: SURFACE MOTION
 PE0808
 PE0808  HISTORY     - Date     Condition        Report By
 PE0808  HISTORY     - 1935     MONUMENTED       CGS
 PE0808  HISTORY     - 1979     MARK NOT FOUND   USGS
 PE0808
 PE0808                          STATION DESCRIPTION
 PE0808
 PE0808'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE0808'2 MI NE FROM CHINA.
 PE0808'2.0 MILES NORTHEAST ALONG STATE HIGHWAY 9 FROM THE POST OFFICE
 PE0808'AT CHINA, KENNEBEC COUNTY, 0.2 MILE EAST OF THE JUNCTION OF A
 PE0808'ROAD LEADING TO THE SOUTH ALBION CEMETERY, 37 FEET SOUTHWEST
 PE0808'OF THE SOUTHWEST CORNER OF A SCHOOL, 28 FEET NORTHWEST OF THE
 PE0808'CENTERLINE OF THE HIGHWAY, AND 3.5 FEET WEST OF A FENCE CORNER
 PE0808'POST.  A STANDARD DISK, STAMPED L 46 1935 AND SET IN THE TOP
 PE0808'OF A CONCRETE POST FLUSH WITH THE GROUND.
 PE0808
 PE0808                          STATION RECOVERY (1979)
 PE0808
 PE0808'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PE0808'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0923 ***********************************************************************
 PE0923  DESIGNATION -  L 47
 PE0923  PID         -  PE0923
 PE0923  STATE/COUNTY-  ME/KNOX
 PE0923  USGS QUAD   -  WASHINGTON (1973)
 PE0923
 PE0923                         *CURRENT SURVEY CONTROL
 PE0923  ___________________________________________________________________
 PE0923* NAD 83(1986)-  44 17 30.     (N)    069 21 45.     (W)     SCALED    
 PE0923* NAVD 88     -       111.159  (meters)     364.69   (feet)  ADJUSTED  
 PE0923  ___________________________________________________________________
 PE0923  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 PE0923  DYNAMIC HT  -         111.149 (meters)     364.66  (feet)  COMP
 PE0923  MODELED GRAV-     980,525.4   (mgal)                       NAVD 88
 PE0923
 PE0923  VERT ORDER  -  SECOND    CLASS 0
 PE0923
 PE0923.The horizontal coordinates were scaled from a topographic map and have
 PE0923.an estimated accuracy of +/- 6 seconds.
 PE0923
 PE0923.The orthometric height was determined by differential leveling
 PE0923.and adjusted by the National Geodetic Survey in June 1991..
 PE0923
 PE0923.The geoid height was determined by GEOID03.
 PE0923
 PE0923.The dynamic height is computed by dividing the NAVD 88
 PE0923.geopotential number by the normal gravity value computed on the
 PE0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0923.degrees latitude (g = 980.6199 gals.).
 PE0923
 PE0923.The modeled gravity was interpolated from observed gravity values.
 PE0923
 PE0923;                    North         East    Units  Estimated Accuracy
 PE0923;SPC ME E     -    69,800.      231,170.      MT  (+/- 180 meters Scaled)
 PE0923
 PE0923                          SUPERSEDED SURVEY CONTROL
 PE0923
 PE0923  NGVD 29 (??/??/92)  111.369  (m)          365.38   (f) ADJ UNCH    2 0
 PE0923
 PE0923.Superseded values are not recommended for survey control.
 PE0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0923.See file dsdata.txt to determine how the superseded data were derived.
 PE0923
 PE0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK710043(NAD 83)
 PE0923_MARKER: DB = BENCH MARK DISK
 PE0923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0923_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0923_STAMPING: L 47 1935
 PE0923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0923+STABILITY: SURFACE MOTION
 PE0923
 PE0923  HISTORY     - Date     Condition        Report By
 PE0923  HISTORY     - 1935     MONUMENTED       CGS
 PE0923
 PE0923                          STATION DESCRIPTION
 PE0923
 PE0923'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE0923'1.2 MI N FROM WASHINGTON.
 PE0923'1.2 MILES NORTH ALONG STATE HIGHWAY 220 FROM THE POST OFFICE
 PE0923'AT WASHINGTON, KNOX COUNTY, 76 FEET SOUTHEAST OF A WELL, 53
 PE0923'FEET SOUTH OF THE CENTERLINE OF A DRIVE LEADING TO MEDOMAK
 PE0923'JUNIOR CAMP 26 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND
 PE0923'2.5 FEET SOUTHEAST OF THE NORTHEAST CORNER OF A TENNIS COURT.  A
 PE0923'STANDARD DISK, STAMPED L 47 1935 AND SET IN THE TOP OF A CONCRETE
 PE0923'POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0945 ***********************************************************************
 PE0945  DESIGNATION -  L 48
 PE0945  PID         -  PE0945
 PE0945  STATE/COUNTY-  ME/KNOX
 PE0945  USGS QUAD   -  THOMASTON (1973)
 PE0945
 PE0945                         *CURRENT SURVEY CONTROL
 PE0945  ___________________________________________________________________
 PE0945* NAD 83(1986)-  44 04 54.     (N)    069 12 21.     (W)     SCALED    
 PE0945* NAVD 88     -        29.273  (meters)      96.04   (feet)  ADJUSTED  
 PE0945  ___________________________________________________________________
 PE0945  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 PE0945  DYNAMIC HT  -          29.270 (meters)      96.03  (feet)  COMP
 PE0945  MODELED GRAV-     980,523.4   (mgal)                       NAVD 88
 PE0945
 PE0945  VERT ORDER  -  SECOND    CLASS 0
 PE0945
 PE0945.The horizontal coordinates were scaled from a topographic map and have
 PE0945.an estimated accuracy of +/- 6 seconds.
 PE0945
 PE0945.The orthometric height was determined by differential leveling
 PE0945.and adjusted by the National Geodetic Survey in June 1991..
 PE0945
 PE0945.The geoid height was determined by GEOID03.
 PE0945
 PE0945.The dynamic height is computed by dividing the NAVD 88
 PE0945.geopotential number by the normal gravity value computed on the
 PE0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0945.degrees latitude (g = 980.6199 gals.).
 PE0945
 PE0945.The modeled gravity was interpolated from observed gravity values.
 PE0945
 PE0945;                    North         East    Units  Estimated Accuracy
 PE0945;SPC ME E     -    46,350.      243,470.      MT  (+/- 180 meters Scaled)
 PE0945
 PE0945                          SUPERSEDED SURVEY CONTROL
 PE0945
 PE0945  NGVD 29 (??/??/92)   29.482  (m)           96.73   (f) ADJ UNCH    2 0
 PE0945
 PE0945.Superseded values are not recommended for survey control.
 PE0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0945.See file dsdata.txt to determine how the superseded data were derived.
 PE0945
 PE0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ835809(NAD 83)
 PE0945_MARKER: DB = BENCH MARK DISK
 PE0945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0945_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0945_STAMPING: L 48 1935
 PE0945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0945+STABILITY: SURFACE MOTION
 PE0945
 PE0945  HISTORY     - Date     Condition        Report By
 PE0945  HISTORY     - 1935     MONUMENTED       CGS
 PE0945  HISTORY     - 1953     GOOD             NGS
 PE0945  HISTORY     - 20040903 MARK NOT FOUND   USPSQD
 PE0945
 PE0945                          STATION DESCRIPTION
 PE0945
 PE0945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 PE0945'0.4 MI N FROM THOMASTON.
 PE0945'0.4 MILE NORTH ALONG STATE HIGHWAY 131 FROM THE JUNCTION WITH
 PE0945'U.S. HIGHWAY 1 WEST OF THOMASTON, KNOX COUNTY, OPPOSITE A
 PE0945'CURVE, 31.5 FEET SOUTHEAST OF A FIRE HYDRANT, 28 FEET NORTHEAST
 PE0945'OF THE CENTERLINE OF THE HIGHWAY, 23 FEET NORTH OF A POLE, AND
 PE0945'2 FEET WEST OF THE STONE FENCE.  A STANDARD DISK, STAMPED L 48 1935
 PE0945'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 PE0945
 PE0945                          STATION RECOVERY (2004)
 PE0945
 PE0945'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMW)
 PE0945'THE AREA IS HEAVILY OVERGROWN AND COULD NOT GET TO THE LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0976 ***********************************************************************
 PE0976  DESIGNATION -  L 49
 PE0976  PID         -  PE0976
 PE0976  STATE/COUNTY-  ME/WALDO
 PE0976  USGS QUAD   -  MORRILL (1979)
 PE0976
 PE0976                         *CURRENT SURVEY CONTROL
 PE0976  ___________________________________________________________________
 PE0976* NAD 83(1986)-  44 24 33.     (N)    069 13 01.     (W)     SCALED    
 PE0976* NAVD 88     -        72.314  (meters)     237.25   (feet)  ADJUSTED  
 PE0976  ___________________________________________________________________
 PE0976  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 PE0976  DYNAMIC HT  -          72.307 (meters)     237.23  (feet)  COMP
 PE0976  MODELED GRAV-     980,531.2   (mgal)                       NAVD 88
 PE0976
 PE0976  VERT ORDER  -  SECOND    CLASS 0
 PE0976
 PE0976.The horizontal coordinates were scaled from a topographic map and have
 PE0976.an estimated accuracy of +/- 6 seconds.
 PE0976
 PE0976.The orthometric height was determined by differential leveling
 PE0976.and adjusted by the National Geodetic Survey in June 1991..
 PE0976
 PE0976.The geoid height was determined by GEOID03.
 PE0976
 PE0976.The dynamic height is computed by dividing the NAVD 88
 PE0976.geopotential number by the normal gravity value computed on the
 PE0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0976.degrees latitude (g = 980.6199 gals.).
 PE0976
 PE0976.The modeled gravity was interpolated from observed gravity values.
 PE0976
 PE0976;                    North         East    Units  Estimated Accuracy
 PE0976;SPC ME E     -    82,740.      242,900.      MT  (+/- 180 meters Scaled)
 PE0976
 PE0976                          SUPERSEDED SURVEY CONTROL
 PE0976
 PE0976  NGVD 29 (??/??/92)   72.530  (m)          237.96   (f) ADJ UNCH    2 0
 PE0976
 PE0976.Superseded values are not recommended for survey control.
 PE0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0976.See file dsdata.txt to determine how the superseded data were derived.
 PE0976
 PE0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK827173(NAD 83)
 PE0976_MARKER: DB = BENCH MARK DISK
 PE0976_SETTING: 80 = SET IN A BOULDER
 PE0976_SP_SET: BOULDER
 PE0976_STAMPING: L 49 1935
 PE0976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0976+STABILITY: SURFACE MOTION
 PE0976
 PE0976  HISTORY     - Date     Condition        Report By
 PE0976  HISTORY     - 1935     MONUMENTED       CGS
 PE0976
 PE0976                          STATION DESCRIPTION
 PE0976
 PE0976'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE0976'AT NORTH SEARSMONT.
 PE0976'AT NORTH SEARSMONT, WALDO COUNTY, ON THE MORRILL ROAD, 116.5
 PE0976'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE E.S. HOOK STORE,
 PE0976'105 FEET WEST OF THE CENTERLINE OF THE ROAD, 45 FEET NORTH OF
 PE0976'THE CENTERLINE OF STATE HIGHWAY 3, IN THE TOP OF A LARGE
 PE0976'GRANITE BOULDER AND LEVEL WITH THE GROUND.  A STANDARD DISK,
 PE0976'STAMPED L 49 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0977 ***********************************************************************
 PE0977  DESIGNATION -  L 49 RESET 1965
 PE0977  PID         -  PE0977
 PE0977  STATE/COUNTY-  ME/WALDO
 PE0977  USGS QUAD   -  MORRILL (1979)
 PE0977
 PE0977                         *CURRENT SURVEY CONTROL
 PE0977  ___________________________________________________________________
 PE0977* NAD 83(1986)-  44 24 33.     (N)    069 13 01.     (W)     SCALED    
 PE0977* NAVD 88     -        72.70   (meters)     238.5    (feet)  RESET     
 PE0977  ___________________________________________________________________
 PE0977  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 PE0977
 PE0977  VERT ORDER  -  THIRD
 PE0977
 PE0977.The horizontal coordinates were scaled from a topographic map and have
 PE0977.an estimated accuracy of +/- 6 seconds.
 PE0977
 PE0977.The orthometric height was computed from unverified reset data.
 PE0977
 PE0977.The geoid height was determined by GEOID03.
 PE0977
 PE0977;                    North         East    Units  Estimated Accuracy
 PE0977;SPC ME E     -    82,740.      242,900.      MT  (+/- 180 meters Scaled)
 PE0977
 PE0977                          SUPERSEDED SURVEY CONTROL
 PE0977
 PE0977.No superseded survey control is available for this station.
 PE0977
 PE0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK827173(NAD 83)
 PE0977_MARKER: DB = BENCH MARK DISK
 PE0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0977_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0977_STAMPING: L 49 RESET 1965
 PE0977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0977+STABILITY: SURFACE MOTION
 PE0977
 PE0977  HISTORY     - Date     Condition        Report By
 PE0977  HISTORY     - 1965     MONUMENTED       MEHD
 PE0977
 PE0977                          STATION DESCRIPTION
 PE0977
 PE0977'DESCRIBED BY MAINE HIGHWAY DEPARTMENT (NOW MEDT) 1965
 PE0977'AT NORTH SEARSMONT.
 PE0977'AT NORTH SEARSMONT, ON THE MORRILL ROAD, ABOUT 70 FEET WEST OF
 PE0977'THE CENTERLINE OF THE ROAD, 45 FEET NORTH OF THE CENTERLINE OF
 PE0977'STATE HIGHWAY NOS. 3 AND 28 IN THE TOP OF A CONCRETE POST, AND
 PE0977'ABOUT LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0105 ***********************************************************************
 RE0105  DESIGNATION -  L 5
 RE0105  PID         -  RE0105
 RE0105  STATE/COUNTY-  ME/AROOSTOOK
 RE0105  USGS QUAD   -  LIMESTONE (1978)
 RE0105
 RE0105                         *CURRENT SURVEY CONTROL
 RE0105  ___________________________________________________________________
 RE0105* NAD 83(1986)-  46 58 35.     (N)    067 51 39.     (W)     SCALED    
 RE0105* NAVD 88     -       210.301  (meters)     689.96   (feet)  ADJUSTED  
 RE0105  ___________________________________________________________________
 RE0105  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 RE0105  DYNAMIC HT  -         210.325 (meters)     690.04  (feet)  COMP
 RE0105  MODELED GRAV-     980,722.0   (mgal)                       NAVD 88
 RE0105
 RE0105  VERT ORDER  -  SECOND    CLASS 0
 RE0105
 RE0105.The horizontal coordinates were scaled from a topographic map and have
 RE0105.an estimated accuracy of +/- 6 seconds.
 RE0105
 RE0105.The orthometric height was determined by differential leveling
 RE0105.and adjusted by the National Geodetic Survey in June 1991..
 RE0105
 RE0105.The geoid height was determined by GEOID03.
 RE0105
 RE0105.The dynamic height is computed by dividing the NAVD 88
 RE0105.geopotential number by the normal gravity value computed on the
 RE0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0105.degrees latitude (g = 980.6199 gals.).
 RE0105
 RE0105.The modeled gravity was interpolated from observed gravity values.
 RE0105
 RE0105;                    North         East    Units  Estimated Accuracy
 RE0105;SPC ME E     -   368,000.      348,630.      MT  (+/- 180 meters Scaled)
 RE0105
 RE0105                          SUPERSEDED SURVEY CONTROL
 RE0105
 RE0105  NGVD 29 (??/??/92)  210.491  (m)          690.59   (f) ADJ UNCH    2 0
 RE0105
 RE0105.Superseded values are not recommended for survey control.
 RE0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0105.See file dsdata.txt to determine how the superseded data were derived.
 RE0105
 RE0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN866031(NAD 83)
 RE0105_MARKER: DD = SURVEY DISK
 RE0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RE0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RE0105_STAMPING: L 5 1930
 RE0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RE0105+STABILITY: SURFACE MOTION
 RE0105
 RE0105  HISTORY     - Date     Condition        Report By
 RE0105  HISTORY     - 1930     MONUMENTED       USGS
 RE0105  HISTORY     - 1935     GOOD             NGS
 RE0105
 RE0105                          STATION DESCRIPTION
 RE0105
 RE0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RE0105'6.4 MI NW FROM LIMESTONE.
 RE0105'6.4 MILES NORTHWEST OF LIMESTONE, AROOSTOOK COUNTY.  THIS
 RE0105'BENCH MARK MAY BE REACHED FROM THE POST OFFICE AT LIMESTONE
 RE0105'BY GOING 4.8 MILES NORTH ALONG STATE HIGHWAY 165, THENCE 1.6
 RE0105'MILES WEST ALONG WILLARD SCHOOL ROAD.  IT IS 64 FEET NORTHWEST
 RE0105'OF THE NORTHWEST END OF A 5-FOOT CORRUGATED-IRON PIPE CULVERT
 RE0105'CARRYING WILLARD BROOK UNDER THE ROAD, AT THE T-JUNCTION OF
 RE0105'A DIRT ROAD LEADING NORTHWEST, 52 FEET EAST OF THE CENTER
 RE0105'LINE OF THE T-ROAD, AND 45 FEET NORTH OF THE CENTER LINE OF
 RE0105'WILLARD SCHOOL ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 RE0105'DISK, STAMPED L 5 1930 AND SET IN THE TOP OF A CONCRETE POST
 RE0105'PROJECTING 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0107 ***********************************************************************
 OC0107  DESIGNATION -  L 5
 OC0107  PID         -  OC0107
 OC0107  STATE/COUNTY-  ME/CUMBERLAND
 OC0107  USGS QUAD   -  PORTLAND WEST (1978)
 OC0107
 OC0107                         *CURRENT SURVEY CONTROL
 OC0107  ___________________________________________________________________
 OC0107* NAD 83(1986)-  43 38 50.     (N)    070 15 35.     (W)     SCALED    
 OC0107* NAVD 88     -         4.525  (meters)      14.85   (feet)  ADJUSTED  
 OC0107  ___________________________________________________________________
 OC0107  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 OC0107  DYNAMIC HT  -           4.525 (meters)      14.85  (feet)  COMP
 OC0107  MODELED GRAV-     980,501.6   (mgal)                       NAVD 88
 OC0107
 OC0107  VERT ORDER  -  FIRST     CLASS I
 OC0107
 OC0107.The horizontal coordinates were scaled from a topographic map and have
 OC0107.an estimated accuracy of +/- 6 seconds.
 OC0107
 OC0107.The orthometric height was determined by differential leveling
 OC0107.and adjusted by the National Geodetic Survey in June 1991..
 OC0107
 OC0107.The geoid height was determined by GEOID03.
 OC0107
 OC0107.The dynamic height is computed by dividing the NAVD 88
 OC0107.geopotential number by the normal gravity value computed on the
 OC0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0107.degrees latitude (g = 980.6199 gals.).
 OC0107
 OC0107.The modeled gravity was interpolated from observed gravity values.
 OC0107
 OC0107;                    North         East    Units  Estimated Accuracy
 OC0107;SPC ME W     -    90,420.      892,490.      MT  (+/- 180 meters Scaled)
 OC0107
 OC0107                          SUPERSEDED SURVEY CONTROL
 OC0107
 OC0107  NGVD 29 (??/??/92)    4.742  (m)           15.56   (f) ADJ UNCH    1 1
 OC0107
 OC0107.Superseded values are not recommended for survey control.
 OC0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0107.See file dsdata.txt to determine how the superseded data were derived.
 OC0107
 OC0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ984334(NAD 83)
 OC0107_MARKER: DB = BENCH MARK DISK
 OC0107_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC0107_SP_SET: PIER
 OC0107_STAMPING: L 5 ELEV 15.584 FT 1923
 OC0107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC0107
 OC0107  HISTORY     - Date     Condition        Report By
 OC0107  HISTORY     - 1923     MONUMENTED       CGS
 OC0107  HISTORY     - 1966     GOOD             NGS
 OC0107  HISTORY     - 1978     GOOD             DOD
 OC0107  HISTORY     - 1987     GOOD             USPSQD
 OC0107  HISTORY     - 1988     GOOD             USPSQD
 OC0107  HISTORY     - 19910711 GOOD             USPSQD
 OC0107  HISTORY     - 20060813 MARK NOT FOUND   USPSQD
 OC0107
 OC0107                          STATION DESCRIPTION
 OC0107
 OC0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 OC0107'AT PORTLAND.
 OC0107'AT PORTLAND, ABOUT 0.85 MILE WEST ALONG COMMERCIAL STREET
 OC0107'FROM THE CUSTOMHOUSE, AT THE STATE HIGHWAY 77 BRIDGE OVER THE
 OC0107'FORE RIVER, SET VERTICALLY IN THE SOUTHEAST SIDE OF THE FIRST
 OC0107'CONCRETE PIER SOUTHEAST OF COMMERCIAL STREET, 25.0 FEET SOUTHEAST
 OC0107'OF THE CENTER LINE OF COMMERCIAL STREET, 39 FEET SOUTHWEST OF
 OC0107'THE NORTHEAST END OF THE PIER, 26.0 FEET NORTHWEST OF THE
 OC0107'NORTHWEST RAIL OF A SIDETRACK OF THE BOSTON AND MAINE RAILROAD,
 OC0107'AND ABOUT 3.8 FEET ABOVE THE LEVEL OF THE TRACK.
 OC0107
 OC0107                          STATION RECOVERY (1978)
 OC0107
 OC0107'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 OC0107'RECOVERED IN GOOD CONDITION.
 OC0107
 OC0107                          STATION RECOVERY (1987)
 OC0107
 OC0107'RECOVERY NOTE BY US POWER SQUADRON 1987 (DWH)
 OC0107'RECOVERED IN GOOD CONDITION.
 OC0107
 OC0107                          STATION RECOVERY (1988)
 OC0107
 OC0107'RECOVERY NOTE BY US POWER SQUADRON 1988 (DWH)
 OC0107'RECOVERED IN GOOD CONDITION.
 OC0107
 OC0107                          STATION RECOVERY (1991)
 OC0107
 OC0107'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OC0107'RECOVERED IN GOOD CONDITION.
 OC0107
 OC0107                          STATION RECOVERY (2006)
 OC0107
 OC0107'RECOVERY NOTE BY US POWER SQUADRON 2006 (AMW)
 OC0107'THE BRIDGE WAS REPLACED ALONG SIDE THE ORIGINAL, WHICH WAS TORN DOWN.
 OC0107'THE MARK WAS PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0069 ***********************************************************************
 RG0069  DESIGNATION -  L 5
 RG0069  PID         -  RG0069
 RG0069  STATE/COUNTY-  ME/SOMERSET
 RG0069  USGS QUAD   -  HARDWOOD MOUNTAIN SW (1989)
 RG0069
 RG0069                         *CURRENT SURVEY CONTROL
 RG0069  ___________________________________________________________________
 RG0069* NAD 83(1986)-  46 28 48.     (N)    070 11 37.     (W)     SCALED    
 RG0069* NAVD 88     -       356.311  (meters)    1169.00   (feet)  ADJUSTED  
 RG0069  ___________________________________________________________________
 RG0069  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 RG0069  DYNAMIC HT  -         356.317 (meters)    1169.02  (feet)  COMP
 RG0069  MODELED GRAV-     980,620.3   (mgal)                       NAVD 88
 RG0069
 RG0069  VERT ORDER  -  SECOND    CLASS 0
 RG0069
 RG0069.The horizontal coordinates were scaled from a topographic map and have
 RG0069.an estimated accuracy of +/- 6 seconds.
 RG0069
 RG0069.The orthometric height was determined by differential leveling
 RG0069.and adjusted by the National Geodetic Survey in June 1991..
 RG0069
 RG0069.The geoid height was determined by GEOID03.
 RG0069
 RG0069.The dynamic height is computed by dividing the NAVD 88
 RG0069.geopotential number by the normal gravity value computed on the
 RG0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RG0069.degrees latitude (g = 980.6199 gals.).
 RG0069
 RG0069.The modeled gravity was interpolated from observed gravity values.
 RG0069
 RG0069;                    North         East    Units  Estimated Accuracy
 RG0069;SPC ME W     -   405,220.      897,930.      MT  (+/- 180 meters Scaled)
 RG0069
 RG0069                          SUPERSEDED SURVEY CONTROL
 RG0069
 RG0069  NGVD 29 (??/??/92)  356.480  (m)         1169.55   (f) ADJ UNCH    2 0
 RG0069
 RG0069.Superseded values are not recommended for survey control.
 RG0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0069.See file dsdata.txt to determine how the superseded data were derived.
 RG0069
 RG0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM083480(NAD 83)
 RG0069_MARKER: DB = BENCH MARK DISK
 RG0069_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RG0069_SP_SET: BRIDGE SEAT
 RG0069_STAMPING: L 5 1953
 RG0069_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RG0069
 RG0069  HISTORY     - Date     Condition        Report By
 RG0069  HISTORY     - 1953     MONUMENTED       CGS
 RG0069
 RG0069                          STATION DESCRIPTION
 RG0069
 RG0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RG0069'0.8 MI SE FROM STE CAMILLE.
 RG0069'0.75 MILE SOUTHEAST ALONG A ROAD FROM THE CROSSING OF THE QUEBEC
 RG0069'CENTRAL RAILWAY AND STATION AT STE CAMILLE, ABOUT 0.7 MILE
 RG0069'NORTHWEST OF A CROSSROAD, IN THE TOP OF THE SOUTHWEST END OF
 RG0069'CONCRETE BRIDGE SEAT OF NORTHWEST ABUTMENT OF A 65-FOOT STEEL
 RG0069'BRIDGE OVER A STREAM, 11 FEET SOUTHWEST OF CENTER LINE OF ROAD,
 RG0069'1/2 FOOT SOUTHWEST OF SOUTHWEST EDGE OF STEEL BEAM, 1 FOOT
 RG0069'SOUTHEAST OF SOUTHEAST FACE OF NORTHWEST ABUTMENT AND ABOUT 3
 RG0069'FEET BELOW LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1005 ***********************************************************************
 PE1005  DESIGNATION -  L 50
 PE1005  PID         -  PE1005
 PE1005  STATE/COUNTY-  ME/WALDO
 PE1005  USGS QUAD   -  LIBERTY (1979)
 PE1005
 PE1005                         *CURRENT SURVEY CONTROL
 PE1005  ___________________________________________________________________
 PE1005* NAD 83(1986)-  44 23 44.     (N)    069 21 02.     (W)     SCALED    
 PE1005* NAVD 88     -       156.803  (meters)     514.44   (feet)  ADJUSTED  
 PE1005  ___________________________________________________________________
 PE1005  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 PE1005  DYNAMIC HT  -         156.789 (meters)     514.40  (feet)  COMP
 PE1005  MODELED GRAV-     980,523.9   (mgal)                       NAVD 88
 PE1005
 PE1005  VERT ORDER  -  SECOND    CLASS 0
 PE1005
 PE1005.The horizontal coordinates were scaled from a topographic map and have
 PE1005.an estimated accuracy of +/- 6 seconds.
 PE1005
 PE1005.The orthometric height was determined by differential leveling
 PE1005.and adjusted by the National Geodetic Survey in June 1991..
 PE1005
 PE1005.The geoid height was determined by GEOID03.
 PE1005
 PE1005.The dynamic height is computed by dividing the NAVD 88
 PE1005.geopotential number by the normal gravity value computed on the
 PE1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1005.degrees latitude (g = 980.6199 gals.).
 PE1005
 PE1005.The modeled gravity was interpolated from observed gravity values.
 PE1005
 PE1005;                    North         East    Units  Estimated Accuracy
 PE1005;SPC ME E     -    81,330.      232,240.      MT  (+/- 180 meters Scaled)
 PE1005
 PE1005                          SUPERSEDED SURVEY CONTROL
 PE1005
 PE1005  NGVD 29 (??/??/92)  157.016  (m)          515.14   (f) ADJ UNCH    2 0
 PE1005
 PE1005.Superseded values are not recommended for survey control.
 PE1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1005.See file dsdata.txt to determine how the superseded data were derived.
 PE1005
 PE1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK720158(NAD 83)
 PE1005_MARKER: DB = BENCH MARK DISK
 PE1005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1005_STAMPING: L 50 1935
 PE1005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1005+STABILITY: SURFACE MOTION
 PE1005
 PE1005  HISTORY     - Date     Condition        Report By
 PE1005  HISTORY     - 1935     MONUMENTED       CGS
 PE1005
 PE1005                          STATION DESCRIPTION
 PE1005
 PE1005'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE1005'2.2 MI W FROM LIBERTY.
 PE1005'2.2 MILES WEST ALONG STATE HIGHWAY 3 FROM THE INTERSECTION OF
 PE1005'STATE HIGHWAY 220 AT LIBERTY, WALDO COUNTY, 41 FEET SOUTHWEST OF A
 PE1005'FENCE POST AT THE SOUTHEAST CORNER OF AN ORCHARD, 30 FEET
 PE1005'NORTHEAST OF THE CENTERLINE OF A DRIVE LEADING UPHILL WEST
 PE1005'TO A FARMHOUSE NORTH OF A ROW OF 10 MAPLE TREES, 29 FEET NORTHWEST
 PE1005'OF THE CENTERLINE OF THE HIGHWAY, 17.5 FEET WEST OF A WHITE BIRCH
 PE1005'TREE, AND 2 FEET SOUTH OF THE FENCE.  A STANDARD DISK, STAMPED
 PE1005'L 50 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1/2
 PE1005'FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1277 ***********************************************************************
 PE1277  DESIGNATION -  L 51
 PE1277  PID         -  PE1277
 PE1277  STATE/COUNTY-  ME/LINCOLN
 PE1277  USGS QUAD   -  WISCASSET (1979)
 PE1277
 PE1277                         *CURRENT SURVEY CONTROL
 PE1277  ___________________________________________________________________
 PE1277* NAD 83(1986)-  44 05 53.     (N)    069 44 20.     (W)     SCALED    
 PE1277* NAVD 88     -         4.006  (meters)      13.14   (feet)  ADJUSTED  
 PE1277  ___________________________________________________________________
 PE1277  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 PE1277  DYNAMIC HT  -           4.006 (meters)      13.14  (feet)  COMP
 PE1277  MODELED GRAV-     980,520.7   (mgal)                       NAVD 88
 PE1277
 PE1277  VERT ORDER  -  SECOND    CLASS 0
 PE1277
 PE1277.The horizontal coordinates were scaled from a topographic map and have
 PE1277.an estimated accuracy of +/- 6 seconds.
 PE1277
 PE1277.The orthometric height was determined by differential leveling
 PE1277.and adjusted by the National Geodetic Survey in June 1991..
 PE1277
 PE1277.The geoid height was determined by GEOID03.
 PE1277
 PE1277.The dynamic height is computed by dividing the NAVD 88
 PE1277.geopotential number by the normal gravity value computed on the
 PE1277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1277.degrees latitude (g = 980.6199 gals.).
 PE1277
 PE1277.The modeled gravity was interpolated from observed gravity values.
 PE1277
 PE1277;                    North         East    Units  Estimated Accuracy
 PE1277;SPC ME W     -   140,600.      934,250.      MT  (+/- 180 meters Scaled)
 PE1277
 PE1277                          SUPERSEDED SURVEY CONTROL
 PE1277
 PE1277  NGVD 29 (??/??/92)    4.213  (m)           13.82   (f) ADJ UNCH    2 0
 PE1277
 PE1277.Superseded values are not recommended for survey control.
 PE1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1277.See file dsdata.txt to determine how the superseded data were derived.
 PE1277
 PE1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ408830(NAD 83)
 PE1277_MARKER: DB = BENCH MARK DISK
 PE1277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1277_STAMPING: L 51 1935
 PE1277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1277+STABILITY: SURFACE MOTION
 PE1277
 PE1277  HISTORY     - Date     Condition        Report By
 PE1277  HISTORY     - 1935     MONUMENTED       CGS
 PE1277
 PE1277                          STATION DESCRIPTION
 PE1277
 PE1277'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE1277'1.2 MI S FROM DRESDEN MILLS.
 PE1277'1.2 MILES SOUTH ALONG STATE HIGHWAY 197 FROM THE POST OFFICE
 PE1277'AT DRESDEN MILLS, LINCOLN COUNTY, AT A CURVE, 102 FEET EAST OF
 PE1277'THE CENTERLINE OF THE HIGHWAY, 86 FEET NORTHEAST OF A POLE, AND 29
 PE1277'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 PE1277'STAMPED L 51 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PE1277'4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1039 ***********************************************************************
 PE1039  DESIGNATION -  L 52
 PE1039  PID         -  PE1039
 PE1039  STATE/COUNTY-  ME/LINCOLN
 PE1039  USGS QUAD   -  RAZORVILLE (1979)
 PE1039
 PE1039                         *CURRENT SURVEY CONTROL
 PE1039  ___________________________________________________________________
 PE1039* NAD 83(1986)-  44 15 15.     (N)    069 29 38.     (W)     SCALED    
 PE1039* NAVD 88     -       100.383  (meters)     329.34   (feet)  ADJUSTED  
 PE1039  ___________________________________________________________________
 PE1039  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 PE1039  DYNAMIC HT  -         100.374 (meters)     329.31  (feet)  COMP
 PE1039  MODELED GRAV-     980,524.0   (mgal)                       NAVD 88
 PE1039
 PE1039  VERT ORDER  -  SECOND    CLASS 0
 PE1039
 PE1039.The horizontal coordinates were scaled from a topographic map and have
 PE1039.an estimated accuracy of +/- 6 seconds.
 PE1039
 PE1039.The orthometric height was determined by differential leveling
 PE1039.and adjusted by the National Geodetic Survey in June 1991..
 PE1039
 PE1039.The geoid height was determined by GEOID03.
 PE1039
 PE1039.The dynamic height is computed by dividing the NAVD 88
 PE1039.geopotential number by the normal gravity value computed on the
 PE1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1039.degrees latitude (g = 980.6199 gals.).
 PE1039
 PE1039.The modeled gravity was interpolated from observed gravity values.
 PE1039
 PE1039;                    North         East    Units  Estimated Accuracy
 PE1039;SPC ME W     -   158,070.      953,730.      MT  (+/- 180 meters Scaled)
 PE1039
 PE1039                          SUPERSEDED SURVEY CONTROL
 PE1039
 PE1039  NGVD 29 (??/??/92)  100.593  (m)          330.03   (f) ADJ UNCH    2 0
 PE1039
 PE1039.Superseded values are not recommended for survey control.
 PE1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1039.See file dsdata.txt to determine how the superseded data were derived.
 PE1039
 PE1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK605002(NAD 83)
 PE1039_MARKER: DB = BENCH MARK DISK
 PE1039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1039_STAMPING: L 52 1935
 PE1039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1039+STABILITY: SURFACE MOTION
 PE1039
 PE1039  HISTORY     - Date     Condition        Report By
 PE1039  HISTORY     - 1935     MONUMENTED       CGS
 PE1039
 PE1039                          STATION DESCRIPTION
 PE1039
 PE1039'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE1039'3.2 MI E FROM COOPERS MILLS.
 PE1039'3.2 MILES EAST ALONG STATE HIGHWAY 17 FROM THE POST OFFICE AT
 PE1039'COOPERS MILLS, LINCOLN COUNTY, 78 YARDS WEST OF THE
 PE1039'JEFFERSON-SOMERVILLE TOWN LINE, 26 FEET SOUTH OF THE CENTERLINE
 PE1039'OF THE HIGHWAY, AND 2 FEET NORTH OF THE FENCE LINE.  A STANDARD
 PE1039'DISK, STAMPED L 52 1935 AND SET IN THE TOP OF A CONCRETE POST
 PE1039'PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0084 ***********************************************************************
 RE0084  DESIGNATION -  L 55
 RE0084  PID         -  RE0084
 RE0084  STATE/COUNTY-  ME/AROOSTOOK
 RE0084  USGS QUAD   -  LIMESTONE (1978)
 RE0084
 RE0084                         *CURRENT SURVEY CONTROL
 RE0084  ___________________________________________________________________
 RE0084* NAD 83(1986)-  46 54 26.     (N)    067 49 38.     (W)     SCALED    
 RE0084* NAVD 88     -       193.561  (meters)     635.04   (feet)  ADJUSTED  
 RE0084  ___________________________________________________________________
 RE0084  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 RE0084  DYNAMIC HT  -         193.584 (meters)     635.12  (feet)  COMP
 RE0084  MODELED GRAV-     980,727.4   (mgal)                       NAVD 88
 RE0084
 RE0084  VERT ORDER  -  SECOND    CLASS 0
 RE0084
 RE0084.The horizontal coordinates were scaled from a topographic map and have
 RE0084.an estimated accuracy of +/- 6 seconds.
 RE0084
 RE0084.The orthometric height was determined by differential leveling
 RE0084.and adjusted by the National Geodetic Survey in June 1991..
 RE0084
 RE0084.The geoid height was determined by GEOID03.
 RE0084
 RE0084.The dynamic height is computed by dividing the NAVD 88
 RE0084.geopotential number by the normal gravity value computed on the
 RE0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0084.degrees latitude (g = 980.6199 gals.).
 RE0084
 RE0084.The modeled gravity was interpolated from observed gravity values.
 RE0084
 RE0084;                    North         East    Units  Estimated Accuracy
 RE0084;SPC ME E     -   360,330.      351,250.      MT  (+/- 180 meters Scaled)
 RE0084
 RE0084                          SUPERSEDED SURVEY CONTROL
 RE0084
 RE0084  NGVD 29 (??/??/92)  193.768  (m)          635.72   (f) ADJ UNCH    2 0
 RE0084
 RE0084.Superseded values are not recommended for survey control.
 RE0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0084.See file dsdata.txt to determine how the superseded data were derived.
 RE0084
 RE0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM893955(NAD 83)
 RE0084_MARKER: DB = BENCH MARK DISK
 RE0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RE0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RE0084_STAMPING: L 55 1935
 RE0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RE0084+STABILITY: SURFACE MOTION
 RE0084
 RE0084  HISTORY     - Date     Condition        Report By
 RE0084  HISTORY     - 1935     MONUMENTED       CGS
 RE0084  HISTORY     - 1952     MARK NOT FOUND   NGS
 RE0084
 RE0084                          STATION DESCRIPTION
 RE0084
 RE0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RE0084'0.7 MI S FROM LIMESTONE.
 RE0084'0.7 MILE SOUTH ALONG STATE HIGHWAY 165 FROM THE POST OFFICE
 RE0084'AT LIMESTONE, AROOSTOOK COUNTY, AT THE JUNCTION OF OLD STATE
 RE0084'HIGHWAY 223 LEADING WEST TO COTE CORNER, 46 FEET NORTH OF THE
 RE0084'CENTER LINE OF OLD STATE HIGHWAY 223, AND 33 FEET WEST OF THE
 RE0084'CENTER LINE OF STATE HIGHWAY 165.  A STANDARD DISK, STAMPED
 RE0084'L 55 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RE0084'5 INCHES ABOVE GROUND.
 RE0084
 RE0084                          STATION RECOVERY (1952)
 RE0084
 RE0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 RE0084'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0037 ***********************************************************************
 RF0037  DESIGNATION -  L 57
 RF0037  PID         -  RF0037
 RF0037  STATE/COUNTY-  ME/AROOSTOOK
 RF0037  USGS QUAD   -  CARIBOU (1984)
 RF0037
 RF0037                         *CURRENT SURVEY CONTROL
 RF0037  ___________________________________________________________________
 RF0037* NAD 83(1986)-  46 50 31.     (N)    068 05 32.     (W)     SCALED    
 RF0037* NAVD 88     -       173.354  (meters)     568.75   (feet)  ADJUSTED  
 RF0037  ___________________________________________________________________
 RF0037  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 RF0037  DYNAMIC HT  -         173.374 (meters)     568.81  (feet)  COMP
 RF0037  MODELED GRAV-     980,725.2   (mgal)                       NAVD 88
 RF0037
 RF0037  VERT ORDER  -  SECOND    CLASS 0
 RF0037
 RF0037.The horizontal coordinates were scaled from a topographic map and have
 RF0037.an estimated accuracy of +/- 6 seconds.
 RF0037
 RF0037.The orthometric height was determined by differential leveling
 RF0037.and adjusted by the National Geodetic Survey in June 1991..
 RF0037
 RF0037.The geoid height was determined by GEOID03.
 RF0037
 RF0037.The dynamic height is computed by dividing the NAVD 88
 RF0037.geopotential number by the normal gravity value computed on the
 RF0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0037.degrees latitude (g = 980.6199 gals.).
 RF0037
 RF0037.The modeled gravity was interpolated from observed gravity values.
 RF0037
 RF0037;                    North         East    Units  Estimated Accuracy
 RF0037;SPC ME E     -   352,940.      331,100.      MT  (+/- 180 meters Scaled)
 RF0037
 RF0037                          SUPERSEDED SURVEY CONTROL
 RF0037
 RF0037  NGVD 29 (??/??/92)  173.535  (m)          569.34   (f) ADJ UNCH    2 0
 RF0037
 RF0037.Superseded values are not recommended for survey control.
 RF0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0037.See file dsdata.txt to determine how the superseded data were derived.
 RF0037
 RF0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM692880(NAD 83)
 RF0037_MARKER: DB = BENCH MARK DISK
 RF0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RF0037_STAMPING: L 57 1935
 RF0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0037+STABILITY: SURFACE MOTION
 RF0037
 RF0037  HISTORY     - Date     Condition        Report By
 RF0037  HISTORY     - 1935     MONUMENTED       CGS
 RF0037
 RF0037                          STATION DESCRIPTION
 RF0037
 RF0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RF0037'2.2 MI E FROM CARSON.
 RF0037'ABOUT 2.2 MILES EAST ALONG THE CARIBOU ROAD FROM THE CENTER OF
 RF0037'THE INTERSECTION OF THE AROOSTOOK VALLEY RAILROAD AT CARSON,
 RF0037'AROOSTOOK COUNTY, ABOUT 1.0 MILE WEST OF THE JUNCTION WITH THE
 RF0037'WASHBURN ROAD AT JACOBS, 30.5 FEET SOUTHWEST OF THE SOUTHEAST
 RF0037'CORNER OF THE CRONKITE SCHOOL, 39.6 FEET NORTHWEST OF A POLE,
 RF0037'AND 30 FEET NORTH OF THE CENTER LINE OF THE ROAD.  A STANDARD
 RF0037'DISK, STAMPED L 57 1935 AND SET IN THE TOP OF A CONCRETE POST
 RF0037'ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0052 ***********************************************************************
 RE0052  DESIGNATION -  L 58
 RE0052  PID         -  RE0052
 RE0052  STATE/COUNTY-  ME/AROOSTOOK
 RE0052  USGS QUAD   -  LINNEUS (1984)
 RE0052
 RE0052                         *CURRENT SURVEY CONTROL
 RE0052  ___________________________________________________________________
 RE0052* NAD 83(1986)-  46 01 32.     (N)    067 58 12.     (W)     SCALED    
 RE0052* NAVD 88     -       209.865  (meters)     688.53   (feet)  ADJUSTED  
 RE0052  ___________________________________________________________________
 RE0052  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 RE0052  DYNAMIC HT  -         209.873 (meters)     688.56  (feet)  COMP
 RE0052  MODELED GRAV-     980,648.0   (mgal)                       NAVD 88
 RE0052
 RE0052  VERT ORDER  -  SECOND    CLASS 0
 RE0052
 RE0052.The horizontal coordinates were scaled from a topographic map and have
 RE0052.an estimated accuracy of +/- 6 seconds.
 RE0052
 RE0052.The orthometric height was determined by differential leveling
 RE0052.and adjusted by the National Geodetic Survey in June 1991..
 RE0052
 RE0052.The geoid height was determined by GEOID03.
 RE0052
 RE0052.The dynamic height is computed by dividing the NAVD 88
 RE0052.geopotential number by the normal gravity value computed on the
 RE0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0052.degrees latitude (g = 980.6199 gals.).
 RE0052
 RE0052.The modeled gravity was interpolated from observed gravity values.
 RE0052
 RE0052;                    North         East    Units  Estimated Accuracy
 RE0052;SPC ME E     -   262,250.      341,030.      MT  (+/- 180 meters Scaled)
 RE0052
 RE0052                          SUPERSEDED SURVEY CONTROL
 RE0052
 RE0052  NGVD 29 (??/??/92)  210.047  (m)          689.13   (f) ADJ UNCH    2 0
 RE0052
 RE0052.Superseded values are not recommended for survey control.
 RE0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0052.See file dsdata.txt to determine how the superseded data were derived.
 RE0052
 RE0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL797974(NAD 83)
 RE0052_MARKER: DB = BENCH MARK DISK
 RE0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RE0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RE0052_STAMPING: L 58 1935
 RE0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RE0052+STABILITY: SURFACE MOTION
 RE0052
 RE0052  HISTORY     - Date     Condition        Report By
 RE0052  HISTORY     - 1935     MONUMENTED       CGS
 RE0052
 RE0052                          STATION DESCRIPTION
 RE0052
 RE0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RE0052'1 MI S FROM LINNEUS.
 RE0052'1.0 MILE SOUTH ALONG U.S. HIGHWAY 2A FROM THE JUNCTION OF THE
 RE0052'NEW LIMERICK ROAD AT LINNEUS, AROOSTOOK COUNTY, AT THE SOUTH
 RE0052'EDGE OF A SMALL SWAMP, 25 FEET WEST OF THE CENTERLINE OF U.S.
 RE0052'HIGHWAY 2A, 20 FEET SOUTH OF A FIELD FENCE CORNER, AND 2.5 FEET
 RE0052'EAST OF THE WIRE FENCE.  A STANDARD DISK, STAMPED L 58 1935 AND
 RE0052'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 RE0052'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0077 ***********************************************************************
 QG0077  DESIGNATION -  L 59
 QG0077  PID         -  QG0077
 QG0077  STATE/COUNTY-  ME/AROOSTOOK
 QG0077  USGS QUAD   -  REED POND (1988)
 QG0077
 QG0077                         *CURRENT SURVEY CONTROL
 QG0077  ___________________________________________________________________
 QG0077* NAD 83(1986)-  45 43 36.     (N)    068 08 29.     (W)     SCALED    
 QG0077* NAVD 88     -       161.230  (meters)     528.97   (feet)  ADJUSTED  
 QG0077  ___________________________________________________________________
 QG0077  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 QG0077  DYNAMIC HT  -         161.234 (meters)     528.98  (feet)  COMP
 QG0077  MODELED GRAV-     980,638.7   (mgal)                       NAVD 88
 QG0077
 QG0077  VERT ORDER  -  SECOND    CLASS 0
 QG0077
 QG0077.The horizontal coordinates were scaled from a topographic map and have
 QG0077.an estimated accuracy of +/- 6 seconds.
 QG0077
 QG0077.The orthometric height was determined by differential leveling
 QG0077.and adjusted by the National Geodetic Survey in June 1991..
 QG0077
 QG0077.The geoid height was determined by GEOID03.
 QG0077
 QG0077.The dynamic height is computed by dividing the NAVD 88
 QG0077.geopotential number by the normal gravity value computed on the
 QG0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0077.degrees latitude (g = 980.6199 gals.).
 QG0077
 QG0077.The modeled gravity was interpolated from observed gravity values.
 QG0077
 QG0077;                    North         East    Units  Estimated Accuracy
 QG0077;SPC ME E     -   228,960.      327,910.      MT  (+/- 180 meters Scaled)
 QG0077
 QG0077                          SUPERSEDED SURVEY CONTROL
 QG0077
 QG0077  NGVD 29 (??/??/92)  161.400  (m)          529.53   (f) ADJ UNCH    2 0
 QG0077
 QG0077.Superseded values are not recommended for survey control.
 QG0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0077.See file dsdata.txt to determine how the superseded data were derived.
 QG0077
 QG0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL668640(NAD 83)
 QG0077_MARKER: DB = BENCH MARK DISK
 QG0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0077_STAMPING: L 59 1935
 QG0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0077+STABILITY: SURFACE MOTION
 QG0077
 QG0077  HISTORY     - Date     Condition        Report By
 QG0077  HISTORY     - 1935     MONUMENTED       CGS
 QG0077  HISTORY     - 1935     GOOD             NGS
 QG0077
 QG0077                          STATION DESCRIPTION
 QG0077
 QG0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QG0077'8.9 MI NE FROM MACWAHOC.
 QG0077'8.9 MILES NORTHEAST ALONG U.S. HIGHWAY 2A FROM THE JUNCTION OF
 QG0077'U.S. HIGHWAY 2 AT MACWAHOC, AROOSTOOK COUNTY, 0.2 MILE NORTHEAST
 QG0077'OF THE JUNCTION OF STATE HIGHWAY 171 AT REED, 125 YARDS SOUTHWEST
 QG0077'OF THE CREST OF THE FIRST HILL NORTHEAST OF THE JUNCTION, AND 23
 QG0077'FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 QG0077'STAMPED L 59 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 QG0077'ABOUT 1/2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0013 ***********************************************************************
 QF0013  DESIGNATION -  L 6
 QF0013  PID         -  QF0013
 QF0013  STATE/COUNTY-  ME/WASHINGTON
 QF0013  USGS QUAD   -  MEDDYBEMPS LAKE EAST (1987)
 QF0013
 QF0013                         *CURRENT SURVEY CONTROL
 QF0013  ___________________________________________________________________
 QF0013* NAD 83(1986)-  45 03 02.     (N)    067 15 35.     (W)     SCALED    
 QF0013* NAVD 88     -        34.767  (meters)     114.06   (feet)  ADJUSTED  
 QF0013  ___________________________________________________________________
 QF0013  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 QF0013  DYNAMIC HT  -          34.767 (meters)     114.06  (feet)  COMP
 QF0013  MODELED GRAV-     980,610.5   (mgal)                       NAVD 88
 QF0013  OBS GRAVITY -     980,609.0   (mgal)                       GRAV_OBS
 QF0013
 QF0013  VERT ORDER  -  FIRST     CLASS I
 QF0013
 QF0013.The horizontal coordinates were scaled from a topographic map and have
 QF0013.an estimated accuracy of +/- 6 seconds.
 QF0013
 QF0013.The orthometric height was determined by differential leveling
 QF0013.and adjusted by the National Geodetic Survey in June 1991..
 QF0013.WARNING-Repeat measurements at this control monument indicate possible
 QF0013.vertical movement.
 QF0013
 QF0013.The geoid height was determined by GEOID03.
 QF0013
 QF0013.The dynamic height is computed by dividing the NAVD 88
 QF0013.geopotential number by the normal gravity value computed on the
 QF0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0013.degrees latitude (g = 980.6199 gals.).
 QF0013
 QF0013.The modeled gravity was interpolated from observed gravity values.
 QF0013.The observed gravity was obtained from relative gravimeter ties
 QF0013.to the IGSN71 gravity network.
 QF0013
 QF0013;                    North         East    Units  Estimated Accuracy
 QF0013;SPC ME E     -   154,510.      397,700.      MT  (+/- 180 meters Scaled)
 QF0013
 QF0013                          SUPERSEDED SURVEY CONTROL
 QF0013
 QF0013  NGVD 29 (??/??/92)   34.974  (m)          114.74   (f) ADJ UNCH    1 1
 QF0013
 QF0013.Superseded values are not recommended for survey control.
 QF0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0013.See file dsdata.txt to determine how the superseded data were derived.
 QF0013
 QF0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK370900(NAD 83)
 QF0013_MARKER: DB = BENCH MARK DISK
 QF0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QF0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QF0013_STAMPING: L 6 1927 113.668
 QF0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0013+STABILITY: SURFACE MOTION
 QF0013
 QF0013  HISTORY     - Date     Condition        Report By
 QF0013  HISTORY     - 1927     MONUMENTED       CGS
 QF0013  HISTORY     - 1966     GOOD             NGS
 QF0013  HISTORY     - 1978     GOOD             DMA
 QF0013
 QF0013                          STATION DESCRIPTION
 QF0013
 QF0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 QF0013'2.2 MI N FROM CHARLOTTE.
 QF0013'2.15 MILES NORTH ALONG THE MAINE CENTRAL RAILROAD FROM THE
 QF0013'CROSSING OF A BLACK TOPPED ROAD AT CHARLOTTE, ABOUT 0.4 MILE
 QF0013'NORTH OF MILEPOST C11/P259, 88 FEET NORTHEAST OF THE CENTER OF A
 QF0013'PRIVATE ROAD CROSSING, 85 FEET NORTH OF THE CENTER LINE OF A FARM
 QF0013'ROAD, 24.7 FEET EAST OF THE EAST RAIL, 2.0 FEET WEST OF A METAL
 QF0013'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK AND SET
 QF0013'IN THE TOP OF A CONCRETE POST PROJECTING 14-INCHES.
 QF0013
 QF0013                          STATION RECOVERY (1978)
 QF0013
 QF0013'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 QF0013'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0166 ***********************************************************************
 QF0166  DESIGNATION -  L 60
 QF0166  PID         -  QF0166
 QF0166  STATE/COUNTY-  ME/AROOSTOOK
 QF0166  USGS QUAD   -  HAYNESVILLE (1989)
 QF0166
 QF0166                         *CURRENT SURVEY CONTROL
 QF0166  ___________________________________________________________________
 QF0166* NAD 83(1986)-  45 46 11.     (N)    067 54 18.     (W)     SCALED    
 QF0166* NAVD 88     -       164.772  (meters)     540.59   (feet)  ADJUSTED  
 QF0166  ___________________________________________________________________
 QF0166  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 QF0166  DYNAMIC HT  -         164.776 (meters)     540.60  (feet)  COMP
 QF0166  MODELED GRAV-     980,637.9   (mgal)                       NAVD 88
 QF0166
 QF0166  VERT ORDER  -  SECOND    CLASS 0
 QF0166
 QF0166.The horizontal coordinates were scaled from a topographic map and have
 QF0166.an estimated accuracy of +/- 6 seconds.
 QF0166
 QF0166.The orthometric height was determined by differential leveling
 QF0166.and adjusted by the National Geodetic Survey in June 1991..
 QF0166
 QF0166.The geoid height was determined by GEOID03.
 QF0166
 QF0166.The dynamic height is computed by dividing the NAVD 88
 QF0166.geopotential number by the normal gravity value computed on the
 QF0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0166.degrees latitude (g = 980.6199 gals.).
 QF0166
 QF0166.The modeled gravity was interpolated from observed gravity values.
 QF0166
 QF0166;                    North         East    Units  Estimated Accuracy
 QF0166;SPC ME E     -   233,850.      346,280.      MT  (+/- 180 meters Scaled)
 QF0166
 QF0166                          SUPERSEDED SURVEY CONTROL
 QF0166
 QF0166  NGVD 29 (??/??/92)  164.937  (m)          541.13   (f) ADJ UNCH    2 0
 QF0166
 QF0166.Superseded values are not recommended for survey control.
 QF0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0166.See file dsdata.txt to determine how the superseded data were derived.
 QF0166
 QF0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL851690(NAD 83)
 QF0166_MARKER: DB = BENCH MARK DISK
 QF0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QF0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QF0166_STAMPING: L 60 1935
 QF0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0166+STABILITY: SURFACE MOTION
 QF0166
 QF0166  HISTORY     - Date     Condition        Report By
 QF0166  HISTORY     - 1935     MONUMENTED       CGS
 QF0166  HISTORY     - 19850522 MARK NOT FOUND   USPSQD
 QF0166
 QF0166                          STATION DESCRIPTION
 QF0166
 QF0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QF0166'3.5 MI NW FROM WESTON.
 QF0166'3.5 MILES NORTHWEST ALONG THE HAYNESVILLE ROAD FROM THE JUNCTION
 QF0166'OF U.S. HIGHWAY 1 AT WESTON, AROOSTOOK COUNTY, 0.2 MILE SOUTH OF
 QF0166'SULTON SCHOOL, 105 FEET NORTH OF THE NORTHEAST CORNER OF A SMALL
 QF0166'BROWN-SHINGLE HOUSE, 20 FEET WEST OF THE CENTERLINE OF THE ROAD,
 QF0166'AND 4.5 FEET EAST OF A TELEPHONE POLE.  A STANDARD DISK, STAMPED
 QF0166'L 60 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT
 QF0166'ABOVE GROUND.
 QF0166
 QF0166                          STATION RECOVERY (1985)
 QF0166
 QF0166'RECOVERY NOTE BY US POWER SQUADRON 1985 (WRM)
 QF0166'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0038 ***********************************************************************
 QG0038  DESIGNATION -  L 61
 QG0038  PID         -  QG0038
 QG0038  STATE/COUNTY-  ME/AROOSTOOK
 QG0038  USGS QUAD   -  MONARDA (1989)
 QG0038
 QG0038                         *CURRENT SURVEY CONTROL
 QG0038  ___________________________________________________________________
 QG0038* NAD 83(1986)-  45 48 46.     (N)    068 19 29.     (W)     SCALED    
 QG0038* NAVD 88     -       209.038  (meters)     685.82   (feet)  ADJUSTED  
 QG0038  ___________________________________________________________________
 QG0038  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 QG0038  DYNAMIC HT  -         209.044 (meters)     685.84  (feet)  COMP
 QG0038  MODELED GRAV-     980,635.1   (mgal)                       NAVD 88
 QG0038
 QG0038  VERT ORDER  -  SECOND    CLASS 0
 QG0038
 QG0038.The horizontal coordinates were scaled from a topographic map and have
 QG0038.an estimated accuracy of +/- 6 seconds.
 QG0038
 QG0038.The orthometric height was determined by differential leveling
 QG0038.and adjusted by the National Geodetic Survey in June 1991..
 QG0038
 QG0038.The geoid height was determined by GEOID03.
 QG0038
 QG0038.The dynamic height is computed by dividing the NAVD 88
 QG0038.geopotential number by the normal gravity value computed on the
 QG0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0038.degrees latitude (g = 980.6199 gals.).
 QG0038
 QG0038.The modeled gravity was interpolated from observed gravity values.
 QG0038
 QG0038;                    North         East    Units  Estimated Accuracy
 QG0038;SPC ME E     -   238,480.      313,620.      MT  (+/- 180 meters Scaled)
 QG0038
 QG0038                          SUPERSEDED SURVEY CONTROL
 QG0038
 QG0038  NGVD 29 (??/??/92)  209.207  (m)          686.37   (f) ADJ UNCH    2 0
 QG0038
 QG0038.Superseded values are not recommended for survey control.
 QG0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0038.See file dsdata.txt to determine how the superseded data were derived.
 QG0038
 QG0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL524734(NAD 83)
 QG0038_MARKER: DB = BENCH MARK DISK
 QG0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0038_STAMPING: L 61 1935
 QG0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0038+STABILITY: SURFACE MOTION
 QG0038
 QG0038  HISTORY     - Date     Condition        Report By
 QG0038  HISTORY     - 1935     MONUMENTED       CGS
 QG0038  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QG0038
 QG0038                          STATION DESCRIPTION
 QG0038
 QG0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QG0038'1.1 MI N FROM MONARDA.
 QG0038'1.1 MILES NORTH ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF A ROAD
 QG0038'LEADING NORTHWEST TO BENEDICTA AT MONARDA, AROOSTOOK COUNTY, ABOUT
 QG0038'225 YARDS SOUTHWEST OF THE SOUTHWEST SIDE OF A 1-1/2-STORY RED
 QG0038'FARMHOUSE, 75.5 FEET NORTHEAST OF TELEPHONE POLE 981, 25 FEET
 QG0038'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 1.5 FEET NORTHWEST
 QG0038'OF THE FIELD FENCE.  A STANDARD DISK, STAMPED L 61 1935 AND SET
 QG0038'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1/2 FOOT ABOVE GROUND.
 QG0038
 QG0038                          STATION RECOVERY (1985)
 QG0038
 QG0038'RECOVERY NOTE BY US POWER SQUADRON 1985 (BRP)
 QG0038'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0097 ***********************************************************************
 QF0097  DESIGNATION -  L 65
 QF0097  PID         -  QF0097
 QF0097  STATE/COUNTY-  ME/WASHINGTON
 QF0097  USGS QUAD   -  ROBBINSTON (1977)
 QF0097
 QF0097                         *CURRENT SURVEY CONTROL
 QF0097  ___________________________________________________________________
 QF0097* NAD 83(1986)-  45 03 26.     (N)    067 07 11.     (W)     SCALED    
 QF0097* NAVD 88     -        12.930  (meters)      42.42   (feet)  ADJUSTED  
 QF0097  ___________________________________________________________________
 QF0097  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 QF0097  DYNAMIC HT  -          12.930 (meters)      42.42  (feet)  COMP
 QF0097  MODELED GRAV-     980,623.8   (mgal)                       NAVD 88
 QF0097
 QF0097  VERT ORDER  -  SECOND    CLASS 0
 QF0097
 QF0097.The horizontal coordinates were scaled from a topographic map and have
 QF0097.an estimated accuracy of +/- 6 seconds.
 QF0097
 QF0097.The orthometric height was determined by differential leveling
 QF0097.and adjusted by the National Geodetic Survey in June 1991..
 QF0097
 QF0097.The geoid height was determined by GEOID03.
 QF0097
 QF0097.The dynamic height is computed by dividing the NAVD 88
 QF0097.geopotential number by the normal gravity value computed on the
 QF0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0097.degrees latitude (g = 980.6199 gals.).
 QF0097
 QF0097.The modeled gravity was interpolated from observed gravity values.
 QF0097
 QF0097;                    North         East    Units  Estimated Accuracy
 QF0097;SPC ME E     -   155,430.      408,710.      MT  (+/- 180 meters Scaled)
 QF0097
 QF0097                          SUPERSEDED SURVEY CONTROL
 QF0097
 QF0097  NGVD 29 (??/??/92)   13.108  (m)           43.01   (f) ADJ UNCH    2 0
 QF0097
 QF0097.Superseded values are not recommended for survey control.
 QF0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0097.See file dsdata.txt to determine how the superseded data were derived.
 QF0097
 QF0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK480910(NAD 83)
 QF0097_MARKER: DB = BENCH MARK DISK
 QF0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QF0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QF0097_STAMPING: L 65 1935
 QF0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0097+STABILITY: SURFACE MOTION
 QF0097
 QF0097  HISTORY     - Date     Condition        Report By
 QF0097  HISTORY     - 1935     MONUMENTED       CGS
 QF0097  HISTORY     - 1946     GOOD             NGS
 QF0097  HISTORY     - 1978     MARK NOT FOUND   NGS
 QF0097
 QF0097                          STATION DESCRIPTION
 QF0097
 QF0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QF0097'1.6 MI S FROM ROBBINSTON.
 QF0097'1.6 MILES SOUTH ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 QF0097'ROBBINSTON, WASHINGTON COUNTY, AT THE JUNCTION OF A COUNTY ROAD,
 QF0097'ABOUT 110 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 24 FEET
 QF0097'SOUTH OF THE CENTER LINE OF THE ROAD, AND 26 FEET WEST OF A
 QF0097'12-INCH CORRUGATED IRON CULVERT.  A STANDARD DISK, STAMPED L 65
 QF0097'1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1/2
 QF0097'FOOT ABOVE GROUND.
 QF0097
 QF0097                          STATION RECOVERY (1946)
 QF0097
 QF0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 QF0097'RECOVERED IN GOOD CONDITION.
 QF0097
 QF0097                          STATION RECOVERY (1978)
 QF0097
 QF0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QF0097'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0059 ***********************************************************************
 PD0059  DESIGNATION -  L 66
 PD0059  PID         -  PD0059
 PD0059  STATE/COUNTY-  ME/WASHINGTON
 PD0059  USGS QUAD   -  MACHIAS BAY (1993)
 PD0059
 PD0059                         *CURRENT SURVEY CONTROL
 PD0059  ___________________________________________________________________
 PD0059* NAD 83(1986)-  44 44 31.     (N)    067 20 18.     (W)     SCALED    
 PD0059* NAVD 88     -        35.602  (meters)     116.80   (feet)  ADJUSTED  
 PD0059  ___________________________________________________________________
 PD0059  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 PD0059  DYNAMIC HT  -          35.601 (meters)     116.80  (feet)  COMP
 PD0059  MODELED GRAV-     980,600.2   (mgal)                       NAVD 88
 PD0059
 PD0059  VERT ORDER  -  SECOND    CLASS 0
 PD0059
 PD0059.The horizontal coordinates were scaled from a topographic map and have
 PD0059.an estimated accuracy of +/- 6 seconds.
 PD0059
 PD0059.The orthometric height was determined by differential leveling
 PD0059.and adjusted by the National Geodetic Survey in June 1991..
 PD0059
 PD0059.The geoid height was determined by GEOID03.
 PD0059
 PD0059.The dynamic height is computed by dividing the NAVD 88
 PD0059.geopotential number by the normal gravity value computed on the
 PD0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0059.degrees latitude (g = 980.6199 gals.).
 PD0059
 PD0059.The modeled gravity was interpolated from observed gravity values.
 PD0059
 PD0059;                    North         East    Units  Estimated Accuracy
 PD0059;SPC ME E     -   120,130.      392,000.      MT  (+/- 180 meters Scaled)
 PD0059
 PD0059                          SUPERSEDED SURVEY CONTROL
 PD0059
 PD0059  NGVD 29 (??/??/92)   35.81   (m)          117.5    (f) COMPUTED    2 0
 PD0059
 PD0059.Superseded values are not recommended for survey control.
 PD0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0059.See file dsdata.txt to determine how the superseded data were derived.
 PD0059
 PD0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK315556(NAD 83)
 PD0059_MARKER: DB = BENCH MARK DISK
 PD0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PD0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PD0059_STAMPING: L-66--1935
 PD0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0059+STABILITY: SURFACE MOTION
 PD0059
 PD0059  HISTORY     - Date     Condition        Report By
 PD0059  HISTORY     - 1935     MONUMENTED       CGS
 PD0059
 PD0059                          STATION DESCRIPTION
 PD0059
 PD0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PD0059'3 MI NE FROM E MACHIAS.
 PD0059'L-66 IS LOCATED 3 MILES NORTHEAST OF THE MEMORIAL LIBRARY, AT
 PD0059'FOOT OF STEEP GRADE AND ON A BANK, 33 FT. NORTHEAST OF CENTERLINE
 PD0059'OF HY. 0.6 MILE NORTHEAST OF E. MACHIAS, WHITING TOWN LINE,
 PD0059'TABLET SET IN TOP OF CONCRETE POST 6 IN HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0060 ***********************************************************************
 PD0060  DESIGNATION -  L 66 RESET 1956
 PD0060  PID         -  PD0060
 PD0060  STATE/COUNTY-  ME/WASHINGTON
 PD0060  USGS QUAD   -  MACHIAS BAY (1993)
 PD0060
 PD0060                         *CURRENT SURVEY CONTROL
 PD0060  ___________________________________________________________________
 PD0060* NAD 83(1986)-  44 44 31.     (N)    067 20 18.     (W)     SCALED    
 PD0060* NAVD 88     -        35.68   (meters)     117.1    (feet)  RESET     
 PD0060  ___________________________________________________________________
 PD0060  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 PD0060
 PD0060  VERT ORDER  -  THIRD
 PD0060
 PD0060.The horizontal coordinates were scaled from a topographic map and have
 PD0060.an estimated accuracy of +/- 6 seconds.
 PD0060
 PD0060.The orthometric height was computed from unverified reset data.
 PD0060
 PD0060.The geoid height was determined by GEOID03.
 PD0060
 PD0060;                    North         East    Units  Estimated Accuracy
 PD0060;SPC ME E     -   120,130.      392,000.      MT  (+/- 180 meters Scaled)
 PD0060
 PD0060                          SUPERSEDED SURVEY CONTROL
 PD0060
 PD0060  NGVD 29 (??/??/??)   35.89   (m)          117.7    (f) RESET       3  
 PD0060
 PD0060.Superseded values are not recommended for survey control.
 PD0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0060.See file dsdata.txt to determine how the superseded data were derived.
 PD0060
 PD0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK315556(NAD 83)
 PD0060_MARKER: DB = BENCH MARK DISK
 PD0060_SETTING: 0 = UNSPECIFIED SETTING
 PD0060_STAMPING: L 66 RESET 1956
 PD0060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PD0060
 PD0060  HISTORY     - Date     Condition        Report By
 PD0060  HISTORY     - 1956     MONUMENTED       MEHD
 PD0060
 PD0060                          STATION DESCRIPTION
 PD0060
 PD0060'DESCRIBED BY MAINE HIGHWAY DEPARTMENT (NOW MEDT) 1956
 PD0060'AT WHITING.
 PD0060'IN LEDGE, 3573 LIN. FEET OR 0.68 MILE EASTERLY OF THE EAST
 PD0060'MACHIAS-WHITING TOWN LINE AND 39 LIN. FEET NORTHERLY FROM THE
 PD0060'CENTERLINE OF U.S. ROUTE NO. 1 IN THE TOWN OF WHITING.  A
 PD0060'STANDARD DISK, STAMPED L 66 RESET 1956.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0022 ***********************************************************************
 PD0022  DESIGNATION -  L 67 RESET 1942
 PD0022  PID         -  PD0022
 PD0022  STATE/COUNTY-  ME/WASHINGTON
 PD0022  USGS QUAD   -  LUBEC (1977)
 PD0022
 PD0022                         *CURRENT SURVEY CONTROL
 PD0022  ___________________________________________________________________
 PD0022* NAD 83(1986)-  44 49 21.     (N)    066 59 35.     (W)     SCALED    
 PD0022* NAVD 88     -         8.430  (meters)      27.66   (feet)  ADJUSTED  
 PD0022  ___________________________________________________________________
 PD0022  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 PD0022  DYNAMIC HT  -           8.430 (meters)      27.66  (feet)  COMP
 PD0022  MODELED GRAV-     980,629.2   (mgal)                       NAVD 88
 PD0022
 PD0022  VERT ORDER  -  FIRST     CLASS II
 PD0022
 PD0022.The horizontal coordinates were scaled from a topographic map and have
 PD0022.an estimated accuracy of +/- 6 seconds.
 PD0022
 PD0022.The orthometric height was determined by differential leveling
 PD0022.and adjusted by the National Geodetic Survey in June 1991..
 PD0022
 PD0022.The geoid height was determined by GEOID03.
 PD0022
 PD0022.The dynamic height is computed by dividing the NAVD 88
 PD0022.geopotential number by the normal gravity value computed on the
 PD0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0022.degrees latitude (g = 980.6199 gals.).
 PD0022
 PD0022.The modeled gravity was interpolated from observed gravity values.
 PD0022
 PD0022;                    North         East    Units  Estimated Accuracy
 PD0022;SPC ME E     -   129,530.      419,170.      MT  (+/- 180 meters Scaled)
 PD0022
 PD0022                          SUPERSEDED SURVEY CONTROL
 PD0022
 PD0022  NGVD 29 (??/??/92)    8.584  (m)           28.16   (f) ADJ UNCH    1 2
 PD0022
 PD0022.Superseded values are not recommended for survey control.
 PD0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0022.See file dsdata.txt to determine how the superseded data were derived.
 PD0022
 PD0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK586651(NAD 83)
 PD0022_MARKER: DB = BENCH MARK DISK
 PD0022_SETTING: 80 = SET IN A BOULDER
 PD0022_SP_SET: BOULDER
 PD0022_STAMPING: L 67 1935 RESET 1942
 PD0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0022+STABILITY: SURFACE MOTION
 PD0022
 PD0022  HISTORY     - Date     Condition        Report By
 PD0022  HISTORY     - 1942     MONUMENTED       CGS
 PD0022  HISTORY     - 1946     GOOD             NGS
 PD0022  HISTORY     - 1978     GOOD             NGS
 PD0022
 PD0022                          STATION DESCRIPTION
 PD0022
 PD0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 PD0022'AT SOUTH LUBEC.
 PD0022'AT SOUTH LUBEC, ABOUT 255 FEET NORTH OF THE NORTHEAST CORNER OF
 PD0022'CHRISTIAN TEMPLE CHURCH, ABOUT 129 FEET WEST OF THE CENTERLINE
 PD0022'OF THE ROAD, 10.8 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 PD0022'SMALL FRAME HOUSE, IN A SMALL FIELD, IN A 5- BY 6-FOOT
 PD0022'OUTCROPPING BOULDER, ABOUT 2 FEET ABOVE THE GROUND, AND 4 FEET
 PD0022'HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED L 67 1935 RESET
 PD0022'1942.
 PD0022
 PD0022                          STATION RECOVERY (1978)
 PD0022
 PD0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PD0022'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0098 ***********************************************************************
 PD0098  TIDAL BM    -  This is a Tidal Bench Mark.
 PD0098  DESIGNATION -  L 68
 PD0098  PID         -  PD0098
 PD0098  STATE/COUNTY-  ME/WASHINGTON
 PD0098  USGS QUAD   -  CUTLER (1993)
 PD0098
 PD0098                         *CURRENT SURVEY CONTROL
 PD0098  ___________________________________________________________________
 PD0098* NAD 83(1986)-  44 39 27.     (N)    067 12 17.     (W)     SCALED    
 PD0098* NAVD 88     -         6.015  (meters)      19.73   (feet)  ADJUSTED  
 PD0098  ___________________________________________________________________
 PD0098  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 PD0098  DYNAMIC HT  -           6.015 (meters)      19.73  (feet)  COMP
 PD0098  MODELED GRAV-     980,622.3   (mgal)                       NAVD 88
 PD0098
 PD0098  VERT ORDER  -  FIRST     CLASS II
 PD0098
 PD0098.The horizontal coordinates were scaled from a topographic map and have
 PD0098.an estimated accuracy of +/- 6 seconds.
 PD0098
 PD0098.The orthometric height was determined by differential leveling
 PD0098.and adjusted by the National Geodetic Survey in June 1991..
 PD0098.WARNING-Repeat measurements at this control monument indicate possible
 PD0098.vertical movement.
 PD0098
 PD0098.This Tidal Bench Mark is designated as VM 16114
 PD0098.by the Center for Operational Oceanographic Products and Services.
 PD0098
 PD0098.The geoid height was determined by GEOID03.
 PD0098
 PD0098.The dynamic height is computed by dividing the NAVD 88
 PD0098.geopotential number by the normal gravity value computed on the
 PD0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0098.degrees latitude (g = 980.6199 gals.).
 PD0098
 PD0098.The modeled gravity was interpolated from observed gravity values.
 PD0098
 PD0098;                    North         East    Units  Estimated Accuracy
 PD0098;SPC ME E     -   110,900.      402,730.      MT  (+/- 180 meters Scaled)
 PD0098
 PD0098                          SUPERSEDED SURVEY CONTROL
 PD0098
 PD0098  NGVD 29 (??/??/92)    6.148  (m)           20.17   (f) ADJ UNCH    1 2
 PD0098
 PD0098.Superseded values are not recommended for survey control.
 PD0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0098.See file dsdata.txt to determine how the superseded data were derived.
 PD0098
 PD0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK423464(NAD 83)
 PD0098_MARKER: DB = BENCH MARK DISK
 PD0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PD0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PD0098_STAMPING: L 68 1935
 PD0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0098+STABILITY: SURFACE MOTION
 PD0098
 PD0098  HISTORY     - Date     Condition        Report By
 PD0098  HISTORY     - 1935     MONUMENTED       CGS
 PD0098  HISTORY     - 1962     GOOD             NGS
 PD0098  HISTORY     - 1978     GOOD             NGS
 PD0098
 PD0098                          STATION DESCRIPTION
 PD0098
 PD0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PD0098'AT CUTLER.
 PD0098'AT CUTLER, WASHINGTON COUNTY, ON STATE HIGHWAY 191, 66 FEET EAST
 PD0098'OF THE POST OFFICE, 30 FEET NORTH OF THE CENTER LINE OF THE
 PD0098'HIGHWAY, 9 FEET NORTH OF POLE 408, AND 3 FEET SOUTH OF A WOODEN
 PD0098'WITNESS POST.  A STANDARD DISK, STAMPED L 68 1935 AND SET IN THE
 PD0098'TOP OF A CONCRETE POST PROJECTING ABOUT 0.4 FOOT ABOVE GROUND.
 PD0098
 PD0098                          STATION RECOVERY (1978)
 PD0098
 PD0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PD0098'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SE0040 ***********************************************************************
 SE0040  DESIGNATION -  L 7
 SE0040  PID         -  SE0040
 SE0040  STATE/COUNTY-  ME/AROOSTOOK
 SE0040  USGS QUAD   -  HAMLIN (1986)
 SE0040
 SE0040                         *CURRENT SURVEY CONTROL
 SE0040  ___________________________________________________________________
 SE0040* NAD 83(1986)-  47 02 04.     (N)    067 48 23.     (W)     SCALED    
 SE0040* NAVD 88     -       227.377  (meters)     745.99   (feet)  POSTED    
 SE0040  ___________________________________________________________________
 SE0040  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 SE0040  DYNAMIC HT  -         227.400 (meters)     746.06  (feet)  COMP
 SE0040  MODELED GRAV-     980,728.1   (mgal)                       NAVD 88
 SE0040
 SE0040  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 SE0040
 SE0040.The horizontal coordinates were scaled from a topographic map and have
 SE0040.an estimated accuracy of +/- 6 seconds.
 SE0040
 SE0040.The orthometric height was determined by differential leveling
 SE0040.and adjusted by the National Geodetic Survey in 1992..
 SE0040.No vertical observational check was made to the station.
 SE0040.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 SE0040.was located on a no-check spur therefore a value was not computed.
 SE0040
 SE0040.The geoid height was determined by GEOID03.
 SE0040
 SE0040.The dynamic height is computed by dividing the NAVD 88
 SE0040.geopotential number by the normal gravity value computed on the
 SE0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SE0040.degrees latitude (g = 980.6199 gals.).
 SE0040
 SE0040.The modeled gravity was interpolated from observed gravity values.
 SE0040
 SE0040;                    North         East    Units  Estimated Accuracy
 SE0040;SPC ME E     -   374,490.      352,710.      MT  (+/- 180 meters Scaled)
 SE0040
 SE0040                          SUPERSEDED SURVEY CONTROL
 SE0040
 SE0040  NGVD 29 (??/??/92)  227.559  (m)          746.58   (f) ADJ UNCH    2 0
 SE0040
 SE0040.Superseded values are not recommended for survey control.
 SE0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SE0040.See file dsdata.txt to determine how the superseded data were derived.
 SE0040
 SE0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN906096(NAD 83)
 SE0040_MARKER: DD = SURVEY DISK
 SE0040_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SE0040_SP_SET: WALL
 SE0040_STAMPING: L 7 1930
 SE0040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SE0040
 SE0040  HISTORY     - Date     Condition        Report By
 SE0040  HISTORY     - 1930     MONUMENTED       USGS
 SE0040  HISTORY     - 1935     GOOD             NGS
 SE0040
 SE0040                          STATION DESCRIPTION
 SE0040
 SE0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SE0040'2.6 MI S FROM HAMLIN.
 SE0040'2.6 MILES SOUTH ALONG STATE HIGHWAY 165 FROM THE JUNCTION OF A
 SE0040'BLACK-TOP ROAD LEADING SOUTHEAST AT HAMLIN, AROOSTOOK COUNTY, AT
 SE0040'BERUBE SCHOOL, IN THE EAST CONCRETE FOUNDATION WALL, 4 INCHES
 SE0040'NORTH OF THE SOUTHEAST CORNER OF THE BUILDING, AND 1.5 FEET ABOVE
 SE0040'THE GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 SE0040'STAMPED L 7 1930 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0297 ***********************************************************************
 PD0297  DESIGNATION -  L 7
 PD0297  PID         -  PD0297
 PD0297  STATE/COUNTY-  ME/WASHINGTON
 PD0297  USGS QUAD   -  HARRINGTON (1975)
 PD0297
 PD0297                         *CURRENT SURVEY CONTROL
 PD0297  ___________________________________________________________________
 PD0297* NAD 83(1986)-  44 37 24.     (N)    067 49 07.     (W)     SCALED    
 PD0297* NAVD 88     -        15.413  (meters)      50.57   (feet)  ADJUSTED  
 PD0297  ___________________________________________________________________
 PD0297  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 PD0297  DYNAMIC HT  -          15.412 (meters)      50.56  (feet)  COMP
 PD0297  MODELED GRAV-     980,588.3   (mgal)                       NAVD 88
 PD0297
 PD0297  VERT ORDER  -  FIRST     CLASS II
 PD0297
 PD0297.The horizontal coordinates were scaled from a topographic map and have
 PD0297.an estimated accuracy of +/- 6 seconds.
 PD0297
 PD0297.The orthometric height was determined by differential leveling
 PD0297.and adjusted by the National Geodetic Survey in June 1991..
 PD0297
 PD0297.The geoid height was determined by GEOID03.
 PD0297
 PD0297.The dynamic height is computed by dividing the NAVD 88
 PD0297.geopotential number by the normal gravity value computed on the
 PD0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0297.degrees latitude (g = 980.6199 gals.).
 PD0297
 PD0297.The modeled gravity was interpolated from observed gravity values.
 PD0297
 PD0297;                    North         East    Units  Estimated Accuracy
 PD0297;SPC ME E     -   106,520.      354,070.      MT  (+/- 180 meters Scaled)
 PD0297
 PD0297                          SUPERSEDED SURVEY CONTROL
 PD0297
 PD0297  NGVD 29 (??/??/92)   15.61   (m)           51.2    (f) COMPUTED    1 2
 PD0297
 PD0297.Superseded values are not recommended for survey control.
 PD0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0297.See file dsdata.txt to determine how the superseded data were derived.
 PD0297
 PD0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK937417(NAD 83)
 PD0297_MARKER: DB = BENCH MARK DISK
 PD0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PD0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PD0297_STAMPING: L 7 1927 49.921
 PD0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0297+STABILITY: SURFACE MOTION
 PD0297
 PD0297  HISTORY     - Date     Condition        Report By
 PD0297  HISTORY     - 1927     MONUMENTED       CGS
 PD0297  HISTORY     - 1942     GOOD             NGS
 PD0297  HISTORY     - 1966     MARK NOT FOUND   NGS
 PD0297
 PD0297                          STATION DESCRIPTION
 PD0297
 PD0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PD0297'AT HARRINGTON.
 PD0297'BENCH MARK IS ABOUT 73.0 YARDS SOUTHEAST OF THE SOUTHEAST END OF
 PD0297'THE MAINE CENTRAL RAILROAD STATION AT HARRINGTON, 25.0 FEET SOUTH
 PD0297'WEST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF TRACK.  IT IS
 PD0297'21.0 FEET SOUTHEAST OF THE CENTERLINE OF A DIRT ROAD, 8.0 FEET
 PD0297'NORTHEAST OF THE RIGHT OF WAY FENCE CORNER.  MONUMENT IS 2.0
 PD0297'FEET SOUTHEAST OF A 4 X 4 INCH WHITE WOODEN MARKER POST, AND PROJECTS
 PD0297'1.5 FOOT ABOVE THE GROUND.
 PD0297
 PD0297                          STATION RECOVERY (1966)
 PD0297
 PD0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 PD0297'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0196 ***********************************************************************
 PD0196  DESIGNATION -  L 75
 PD0196  PID         -  PD0196
 PD0196  STATE/COUNTY-  ME/WASHINGTON
 PD0196  USGS QUAD   -  HADLEY LAKE (1987)
 PD0196
 PD0196                         *CURRENT SURVEY CONTROL
 PD0196  ___________________________________________________________________
 PD0196* NAD 83(1986)-  44 52 18.     (N)    067 24 14.     (W)     SCALED    
 PD0196* NAVD 88     -        55.916  (meters)     183.45   (feet)  ADJUSTED  
 PD0196  ___________________________________________________________________
 PD0196  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 PD0196  DYNAMIC HT  -          55.914 (meters)     183.44  (feet)  COMP
 PD0196  MODELED GRAV-     980,582.6   (mgal)                       NAVD 88
 PD0196
 PD0196  VERT ORDER  -  SECOND    CLASS 0
 PD0196
 PD0196.The horizontal coordinates were scaled from a topographic map and have
 PD0196.an estimated accuracy of +/- 6 seconds.
 PD0196
 PD0196.The orthometric height was determined by differential leveling
 PD0196.and adjusted by the National Geodetic Survey in June 1991..
 PD0196
 PD0196.The geoid height was determined by GEOID03.
 PD0196
 PD0196.The dynamic height is computed by dividing the NAVD 88
 PD0196.geopotential number by the normal gravity value computed on the
 PD0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0196.degrees latitude (g = 980.6199 gals.).
 PD0196
 PD0196.The modeled gravity was interpolated from observed gravity values.
 PD0196
 PD0196;                    North         East    Units  Estimated Accuracy
 PD0196;SPC ME E     -   134,470.      386,610.      MT  (+/- 180 meters Scaled)
 PD0196
 PD0196                          SUPERSEDED SURVEY CONTROL
 PD0196
 PD0196  NGVD 29 (??/??/92)   56.123  (m)          184.13   (f) ADJ UNCH    2 0
 PD0196
 PD0196.Superseded values are not recommended for survey control.
 PD0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0196.See file dsdata.txt to determine how the superseded data were derived.
 PD0196
 PD0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK260699(NAD 83)
 PD0196_MARKER: DB = BENCH MARK DISK
 PD0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PD0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PD0196_STAMPING: L 75 1935
 PD0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0196+STABILITY: SURFACE MOTION
 PD0196
 PD0196  HISTORY     - Date     Condition        Report By
 PD0196  HISTORY     - 1935     MONUMENTED       CGS
 PD0196
 PD0196                          STATION DESCRIPTION
 PD0196
 PD0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PD0196'8.1 MI N FROM JACKSONVILLE.
 PD0196'8.1 MILES NORTH ALONG STATE HIGHWAY 191 FROM JACKSONVILLE,
 PD0196'WASHINGTON COUNTY, 75 YARDS SOUTH OF THE JUNCTION OF A ROAD
 PD0196'LEADING TO MARION, 28 FEET SOUTH OF THE CENTER LINE OF A DRIVE
 PD0196'LEADING TO AN ESTATE, 18 FEET WEST OF THE CENTER LINE OF THE
 PD0196'HIGHWAY, AND 2.5 FEET WEST OF A STONE FENCE.  A STANDARD DISK,
 PD0196'STAMPED L 75 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PD0196'5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0111 ***********************************************************************
 PE0111  DESIGNATION -  L 76 RESET 1962
 PE0111  PID         -  PE0111
 PE0111  STATE/COUNTY-  ME/HANCOCK
 PE0111  USGS QUAD   -  HANCOCK (1981)
 PE0111
 PE0111                         *CURRENT SURVEY CONTROL
 PE0111  ___________________________________________________________________
 PE0111* NAD 83(1986)-  44 37 11.     (N)    068 16 24.     (W)     SCALED    
 PE0111* NAVD 88     -       100.68   (meters)     330.3    (feet)  RESET     
 PE0111  ___________________________________________________________________
 PE0111  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 PE0111
 PE0111  VERT ORDER  -  THIRD
 PE0111
 PE0111.The horizontal coordinates were scaled from a topographic map and have
 PE0111.an estimated accuracy of +/- 6 seconds.
 PE0111
 PE0111.The orthometric height was computed from unverified reset data.
 PE0111
 PE0111.The geoid height was determined by GEOID03.
 PE0111
 PE0111;                    North         East    Units  Estimated Accuracy
 PE0111;SPC ME E     -   105,910.      317,990.      MT  (+/- 180 meters Scaled)
 PE0111
 PE0111                          SUPERSEDED SURVEY CONTROL
 PE0111
 PE0111  NGVD 29 (??/??/??)  100.88   (m)          331.0    (f) RESET       3  
 PE0111
 PE0111.Superseded values are not recommended for survey control.
 PE0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0111.See file dsdata.txt to determine how the superseded data were derived.
 PE0111
 PE0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK576409(NAD 83)
 PE0111_MARKER: DB = BENCH MARK DISK
 PE0111_SETTING: 80 = SET IN A BOULDER
 PE0111_SP_SET: BOULDER
 PE0111_STAMPING: L 76 RESET 1962
 PE0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0111+STABILITY: SURFACE MOTION
 PE0111
 PE0111  HISTORY     - Date     Condition        Report By
 PE0111  HISTORY     - 1962     MONUMENTED       CGS
 PE0111  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 PE0111
 PE0111                          STATION DESCRIPTION
 PE0111
 PE0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PE0111'3.4 MI NW FROM FRANKLIN.
 PE0111'1.6 MILES NORTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE0111'STATION AT FRANKLIN, THENCE 1.8 MILES NORTH ALONG STATE HIGHWAY
 PE0111'200, ALSO ABOUT 4.2 MILES SOUTH ALONG STATE HIGHWAY 200 FROM THE
 PE0111'BAPTIST CHURCH AT EASTBROOK, SET ON THE TOP AND NEAR THE SOUTH END
 PE0111'OF A 3-BY-2 FOOT BOULDER WHICH IS FLUSH WITH THE GROUND, 27.5
 PE0111'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 57 FEET NORTH OF
 PE0111'POWER LINE POLE NO. 51, 37.5 FEET NORTHWEST OF THE NORTHWEST
 PE0111'CORNER OF A LOG HOUSE PAINTED GREEN, ABOUT LEVEL WITH THE
 PE0111'SURFACE OF THE HIGHWAY.
 PE0111
 PE0111                          STATION RECOVERY (1987)
 PE0111
 PE0111'RECOVERY NOTE BY US POWER SQUADRON 1987 (ELG)
 PE0111'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0425 ***********************************************************************
 PE0425  DESIGNATION -  L 8
 PE0425  PID         -  PE0425
 PE0425  STATE/COUNTY-  ME/HANCOCK
 PE0425  USGS QUAD   -  GREEN LAKE (1982)
 PE0425
 PE0425                         *CURRENT SURVEY CONTROL
 PE0425  ___________________________________________________________________
 PE0425* NAD 83(1986)-  44 40 16.     (N)    068 33 13.     (W)     SCALED    
 PE0425* NAVD 88     -        54.001  (meters)     177.17   (feet)  ADJUSTED  
 PE0425  ___________________________________________________________________
 PE0425  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 PE0425  DYNAMIC HT  -          53.996 (meters)     177.15  (feet)  COMP
 PE0425  MODELED GRAV-     980,540.4   (mgal)                       NAVD 88
 PE0425  OBS GRAVITY -     980,543.0   (mgal)                       GRAV_OBS
 PE0425
 PE0425  VERT ORDER  -  FIRST     CLASS I
 PE0425
 PE0425.The horizontal coordinates were scaled from a topographic map and have
 PE0425.an estimated accuracy of +/- 6 seconds.
 PE0425
 PE0425.The orthometric height was determined by differential leveling
 PE0425.and adjusted by the National Geodetic Survey in June 1991..
 PE0425
 PE0425.The geoid height was determined by GEOID03.
 PE0425
 PE0425.The dynamic height is computed by dividing the NAVD 88
 PE0425.geopotential number by the normal gravity value computed on the
 PE0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0425.degrees latitude (g = 980.6199 gals.).
 PE0425
 PE0425.The modeled gravity was interpolated from observed gravity values.
 PE0425.The observed gravity was obtained from relative gravimeter ties
 PE0425.to the IGSN71 gravity network.
 PE0425
 PE0425;                    North         East    Units  Estimated Accuracy
 PE0425;SPC ME E     -   111,600.      295,750.      MT  (+/- 180 meters Scaled)
 PE0425
 PE0425                          SUPERSEDED SURVEY CONTROL
 PE0425
 PE0425  NGVD 29 (??/??/92)   54.194  (m)          177.80   (f) ADJ UNCH    1 1
 PE0425
 PE0425.Superseded values are not recommended for survey control.
 PE0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0425.See file dsdata.txt to determine how the superseded data were derived.
 PE0425
 PE0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK353465(NAD 83)
 PE0425_MARKER: DB = BENCH MARK DISK
 PE0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0425_STAMPING: L 8 1927 177.874
 PE0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0425+STABILITY: SURFACE MOTION
 PE0425
 PE0425  HISTORY     - Date     Condition        Report By
 PE0425  HISTORY     - 1927     MONUMENTED       CGS
 PE0425  HISTORY     - 1966     GOOD             NGS
 PE0425  HISTORY     - 1978     GOOD             DMA
 PE0425  HISTORY     - 1985     GOOD             USPSQD
 PE0425
 PE0425                          STATION DESCRIPTION
 PE0425
 PE0425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0425'AT GREEN LAKE.
 PE0425'AT GREEN LAKE, 48 FEET NORTH OF THE CENTER OF THE CROSSING OF
 PE0425'THE MAINE CENTRAL RAILROAD AND A BLACK TOPPED ROAD, 26.4 FEET
 PE0425'NORTHEAST OF AND ACROSS A SIDETRACK FROM THE NORTHEAST RAIL OF
 PE0425'THE MAIN TRACK, 3 FEET WEST OF THE FIRST TELEPHONE POLE
 PE0425'NORTHWEST OF THE CROSSING, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 PE0425'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 PE0425'FOOT.  NOTE-- THE ORIGINAL REPORT SHOWS THIS MARK PROJECTING
 PE0425'0.6 FOOT.
 PE0425
 PE0425                          STATION RECOVERY (1978)
 PE0425
 PE0425'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PE0425'RECOVERED IN GOOD CONDITION.
 PE0425
 PE0425                          STATION RECOVERY (1985)
 PE0425
 PE0425'RECOVERY NOTE BY US POWER SQUADRON 1985
 PE0425'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0546 ***********************************************************************
 QG0546  DESIGNATION -  L 80 RESET 1971
 QG0546  PID         -  QG0546
 QG0546  STATE/COUNTY-  ME/PISCATAQUIS
 QG0546  USGS QUAD   -  TROUT MTN (1988)
 QG0546
 QG0546                         *CURRENT SURVEY CONTROL
 QG0546  ___________________________________________________________________
 QG0546* NAD 83(1986)-  45 45 00.     (N)    068 51 24.     (W)     SCALED    
 QG0546* NAVD 88     -       159.12   (meters)     522.0    (feet)  RESET     
 QG0546  ___________________________________________________________________
 QG0546  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 QG0546
 QG0546  VERT ORDER  -  THIRD
 QG0546
 QG0546.The horizontal coordinates were scaled from a topographic map and have
 QG0546.an estimated accuracy of +/- 6 seconds.
 QG0546
 QG0546.The orthometric height was computed from unverified reset data.
 QG0546
 QG0546.The geoid height was determined by GEOID03.
 QG0546
 QG0546;                    North         East    Units  Estimated Accuracy
 QG0546;SPC ME E     -   231,550.      272,250.      MT  (+/- 180 meters Scaled)
 QG0546
 QG0546                          SUPERSEDED SURVEY CONTROL
 QG0546
 QG0546  NGVD 29 (??/??/??)  159.28   (m)          522.6    (f) RESET       3  
 QG0546
 QG0546.Superseded values are not recommended for survey control.
 QG0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0546.See file dsdata.txt to determine how the superseded data were derived.
 QG0546
 QG0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL111662(NAD 83)
 QG0546_MARKER: DB = BENCH MARK DISK
 QG0546_SETTING: 80 = SET IN A BOULDER
 QG0546_SP_SET: BOULDER
 QG0546_STAMPING: L 80 RESET 1971
 QG0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0546+STABILITY: SURFACE MOTION
 QG0546
 QG0546  HISTORY     - Date     Condition        Report By
 QG0546  HISTORY     - 1971     MONUMENTED       MEHD
 QG0546
 QG0546                          STATION DESCRIPTION
 QG0546
 QG0546'DESCRIBED BY MAINE HIGHWAY DEPARTMENT (NOW MEDT) 1971
 QG0546'10 MI NW FROM MILLINOCKET.
 QG0546'10 MILES NORTHWEST ALONG THE BAXTER STATE PARK ROAD FROM THE BANGOR
 QG0546'AND AROOSTOOK RAILROAD STATION AT MILLINOCKET, 1.9 MILES NORTHWEST
 QG0546'OF THE ENTRANCE TO THE MILLINOCKET LAKE CAMPGROUNDS, 1.6 MILES
 QG0546'ALONG BAXTER STATE PARK ROAD FROM A TRANSMISSION LINE CROSSING
 QG0546'NORTHEASTERLY OF THE THOROUGHFARE BETWEEN AMBEJEJUS AND MILLINOCKET
 QG0546'LAKES, SET IN THE TOP OF A 4 FT X 6 FT BOULDER PROJECTING 4 FEET
 QG0546'ABOVE THE GROUND, EASTERLY OF AN ABANDONED PORTION OF ROAD AND 101
 QG0546'FEET WESTERLY OF A NEW ROAD UNDER CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0675 ***********************************************************************
 QG0675  DESIGNATION -  L 81
 QG0675  PID         -  QG0675
 QG0675  STATE/COUNTY-  ME/PISCATAQUIS
 QG0675  USGS QUAD   -  DOUBLETOP MTN (1988)
 QG0675
 QG0675                         *CURRENT SURVEY CONTROL
 QG0675  ___________________________________________________________________
 QG0675* NAD 83(1986)-  45 58 10.     (N)    069 03 57.     (W)     SCALED    
 QG0675* NAVD 88     -       391.508  (meters)    1284.47   (feet)  ADJUSTED  
 QG0675  ___________________________________________________________________
 QG0675  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 QG0675  DYNAMIC HT  -         391.512 (meters)    1284.49  (feet)  COMP
 QG0675  MODELED GRAV-     980,612.1   (mgal)                       NAVD 88
 QG0675
 QG0675  VERT ORDER  -  SECOND    CLASS 0
 QG0675
 QG0675.The horizontal coordinates were scaled from a topographic map and have
 QG0675.an estimated accuracy of +/- 6 seconds.
 QG0675
 QG0675.The orthometric height was determined by differential leveling
 QG0675.and adjusted by the National Geodetic Survey in June 1991..
 QG0675
 QG0675.The geoid height was determined by GEOID03.
 QG0675
 QG0675.The dynamic height is computed by dividing the NAVD 88
 QG0675.geopotential number by the normal gravity value computed on the
 QG0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0675.degrees latitude (g = 980.6199 gals.).
 QG0675
 QG0675.The modeled gravity was interpolated from observed gravity values.
 QG0675
 QG0675;                    North         East    Units  Estimated Accuracy
 QG0675;SPC ME E     -   256,030.      256,150.      MT  (+/- 180 meters Scaled)
 QG0675
 QG0675                          SUPERSEDED SURVEY CONTROL
 QG0675
 QG0675  NGVD 29 (??/??/92)  391.664  (m)         1284.98   (f) ADJ UNCH    2 0
 QG0675
 QG0675.Superseded values are not recommended for survey control.
 QG0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0675.See file dsdata.txt to determine how the superseded data were derived.
 QG0675
 QG0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL949906(NAD 83)
 QG0675_MARKER: DB = BENCH MARK DISK
 QG0675_SETTING: 80 = SET IN A BOULDER
 QG0675_SP_SET: BOULDER
 QG0675_STAMPING: L 81 1942
 QG0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0675+STABILITY: SURFACE MOTION
 QG0675
 QG0675  HISTORY     - Date     Condition        Report By
 QG0675  HISTORY     - 1942     MONUMENTED       CGS
 QG0675
 QG0675                          STATION DESCRIPTION
 QG0675
 QG0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0675'32.3 MI NW FROM MILLINOCKET.
 QG0675'IN PISCATAQUIS COUNTY, 32.3 MILES NORTHWEST OF MILLINOCKET,
 QG0675'PENOBSCOT COUNTY.  THIS BENCH MARK MAY BE REACHED FROM THE BANGOR
 QG0675'AND AROOSTOOK RAILROAD STATION BY GOING 24.2 MILES NORTHWEST ALONG
 QG0675'THE BAXTER STATE PARK ROAD TO THE KATAHDIN STREAM RANGER STATION,
 QG0675'THENCE 8.1 MILES NORTHWEST PAST THE RANGER STATION.  IT IS 0.9
 QG0675'MILE SOUTHEAST OF THE JUNCTION OF A ROAD LEADING TO CAMP PHOENIX,
 QG0675'0.6 MILE NORTHWEST OF A GATE ACROSS THE ROAD, 8 FEET SOUTHWEST
 QG0675'OF THE CENTER LINE OF THE ROAD, IN THE TOP OF THE NORTHEAST EDGE
 QG0675'OF A 14- BY 20-FOOT GRANITE BOULDER, AND ABOUT 3-1/2 FEET HIGHER
 QG0675'THAN THE ROAD.  A STANDARD DISK, STAMPED L 81 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0055 ***********************************************************************
 QG0055  DESIGNATION -  L 82
 QG0055  PID         -  QG0055
 QG0055  STATE/COUNTY-  ME/PENOBSCOT
 QG0055  USGS QUAD   -  KINGMAN (1988)
 QG0055
 QG0055                         *CURRENT SURVEY CONTROL
 QG0055  ___________________________________________________________________
 QG0055* NAD 83(1986)-  45 31 38.     (N)    068 10 23.     (W)     SCALED    
 QG0055* NAVD 88     -       130.717  (meters)     428.86   (feet)  ADJUSTED  
 QG0055  ___________________________________________________________________
 QG0055  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 QG0055  DYNAMIC HT  -         130.719 (meters)     428.87  (feet)  COMP
 QG0055  MODELED GRAV-     980,626.7   (mgal)                       NAVD 88
 QG0055
 QG0055  VERT ORDER  -  SECOND    CLASS 0
 QG0055
 QG0055.The horizontal coordinates were scaled from a topographic map and have
 QG0055.an estimated accuracy of +/- 6 seconds.
 QG0055
 QG0055.The orthometric height was determined by differential leveling
 QG0055.and adjusted by the National Geodetic Survey in June 1991..
 QG0055
 QG0055.The geoid height was determined by GEOID03.
 QG0055
 QG0055.The dynamic height is computed by dividing the NAVD 88
 QG0055.geopotential number by the normal gravity value computed on the
 QG0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0055.degrees latitude (g = 980.6199 gals.).
 QG0055
 QG0055.The modeled gravity was interpolated from observed gravity values.
 QG0055
 QG0055;                    North         East    Units  Estimated Accuracy
 QG0055;SPC ME E     -   206,780.      325,540.      MT  (+/- 180 meters Scaled)
 QG0055
 QG0055                          SUPERSEDED SURVEY CONTROL
 QG0055
 QG0055  NGVD 29 (??/??/92)  130.898  (m)          429.45   (f) ADJ UNCH    2 0
 QG0055
 QG0055.Superseded values are not recommended for survey control.
 QG0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0055.See file dsdata.txt to determine how the superseded data were derived.
 QG0055
 QG0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL645418(NAD 83)
 QG0055_MARKER: DB = BENCH MARK DISK
 QG0055_SETTING: 80 = SET IN A BOULDER
 QG0055_SP_SET: BOULDER
 QG0055_STAMPING: L 82 1942
 QG0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0055+STABILITY: SURFACE MOTION
 QG0055
 QG0055  HISTORY     - Date     Condition        Report By
 QG0055  HISTORY     - 1942     MONUMENTED       CGS
 QG0055
 QG0055                          STATION DESCRIPTION
 QG0055
 QG0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0055'2.4 MI SE FROM KINGMAN.
 QG0055'2.4 MILES SOUTHEAST ALONG STATE HIGHWAY 170 FROM THE MAINE
 QG0055'CENTRAL RAILROAD STATION AT KINGMAN, PENOBSCOT COUNTY, 200 FEET
 QG0055'SOUTHEAST OF THE CREST OF A SMALL HILL, 200 FEET NORTHWEST OF A
 QG0055'SMALL CURVE, 40 FEET NORTHEAST OF THE CENTER LINE OF THE
 QG0055'HIGHWAY, 25 FEET NORTH OF A POWER-TRANSMISSION LINE POLE WITH A
 QG0055'TRANSFORMER, IN THE TOP OF THE SOUTHWEST EDGE OF A VERY LARGE
 QG0055'BOULDER, AND ABOUT 4 FEET HIGHER THAN THE HIGHWAY.  A STANDARD
 QG0055'DISK, STAMPED L 82 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0370 ***********************************************************************
 QG0370  DESIGNATION -  L 83
 QG0370  PID         -  QG0370
 QG0370  STATE/COUNTY-  ME/PENOBSCOT
 QG0370  USGS QUAD   -  LAGRANGE (1983)
 QG0370
 QG0370                         *CURRENT SURVEY CONTROL
 QG0370  ___________________________________________________________________
 QG0370* NAD 83(1986)-  45 10 04.     (N)    068 50 33.     (W)     SCALED    
 QG0370* NAVD 88     -        95.419  (meters)     313.05   (feet)  ADJUSTED  
 QG0370  ___________________________________________________________________
 QG0370  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 QG0370  DYNAMIC HT  -          95.418 (meters)     313.05  (feet)  COMP
 QG0370  MODELED GRAV-     980,603.6   (mgal)                       NAVD 88
 QG0370
 QG0370  VERT ORDER  -  FIRST     CLASS II
 QG0370
 QG0370.The horizontal coordinates were scaled from a topographic map and have
 QG0370.an estimated accuracy of +/- 6 seconds.
 QG0370
 QG0370.The orthometric height was determined by differential leveling
 QG0370.and adjusted by the National Geodetic Survey in June 1991..
 QG0370
 QG0370.The geoid height was determined by GEOID03.
 QG0370
 QG0370.The dynamic height is computed by dividing the NAVD 88
 QG0370.geopotential number by the normal gravity value computed on the
 QG0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0370.degrees latitude (g = 980.6199 gals.).
 QG0370
 QG0370.The modeled gravity was interpolated from observed gravity values.
 QG0370
 QG0370;                    North         East    Units  Estimated Accuracy
 QG0370;SPC ME E     -   166,840.      273,080.      MT  (+/- 180 meters Scaled)
 QG0370
 QG0370                          SUPERSEDED SURVEY CONTROL
 QG0370
 QG0370  NGVD 29 (??/??/92)   95.607  (m)          313.67   (f) ADJ UNCH    1 2
 QG0370
 QG0370.Superseded values are not recommended for survey control.
 QG0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0370.See file dsdata.txt to determine how the superseded data were derived.
 QG0370
 QG0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL123016(NAD 83)
 QG0370_MARKER: DB = BENCH MARK DISK
 QG0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0370_STAMPING: L 83 1942
 QG0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0370+STABILITY: SURFACE MOTION
 QG0370
 QG0370  HISTORY     - Date     Condition        Report By
 QG0370  HISTORY     - 1942     MONUMENTED       CGS
 QG0370  HISTORY     - 1953     GOOD             NGS
 QG0370  HISTORY     - 1978     GOOD             NGS
 QG0370
 QG0370                          STATION DESCRIPTION
 QG0370
 QG0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 QG0370'AT LAGRANGE.
 QG0370'AT LAGRANGE, ABOUT 0.1 MILE EAST ALONG STATE HIGHWAY 11 FROM THE
 QG0370'INTERSECTION OF STATE HIGHWAY 155, IN THE SOUTHEAST CORNER OF THE
 QG0370'SCHOOL YARD, 39 FEET NORTH OF CENTER LINE OF HIGHWAY, 76 FEET
 QG0370'SOUTHEAST OF SOUTHEAST CORNER OF SCHOOL BUILDING, 33 FEET SOUTH
 QG0370'OF A 24-INCH MAPLE TREE, 51 FEET EAST OF CENTER LINE OF EAST DRIVE
 QG0370'TO SCHOOL, 1 FOOT WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 QG0370'WITH HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 QG0370'INCH.
 QG0370
 QG0370                          STATION RECOVERY (1978)
 QG0370
 QG0370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0370'0.1 MILE EAST ALONG STATE HIGHWAY 155 FROM ITS JUNCTION WITH STATE
 QG0370'HIGHWAY 16, 266.0 FT. EAST OF THE CENTER LINE OF A GRAVEL DRIVE
 QG0370'LEADING TO A TWO STORY WOOD FRAME HOUSE AT THE TOP OF A SMALL HILL,
 QG0370'39.0 FT. NORTH OF THE CENTER LINE OF STATE HIGHWAY 155, 65.0  FT.
 QG0370'NORTH AND ACROSS THE HIGHWAY FROM POWER POLE 5 45 4, 33.0 FT. SOUTH
 QG0370'OF A 30.0 INCH MAPLE TREE, 51.0 FT. EAST OF THE CENTER LINE OF THE
 QG0370'EAST END OF A CIRCULAR GRAVEL DRIVE, NOTE-DISK HAS BEEN DEFACED
 QG0370'DURING DESTRUCTION OF SCHOOL AT THAT LOCATION, STAMPING IS FAINT
 QG0370'BUT LEGIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0573 ***********************************************************************
 PE0573  DESIGNATION -  L 84
 PE0573  PID         -  PE0573
 PE0573  STATE/COUNTY-  ME/PENOBSCOT
 PE0573  USGS QUAD   -  OLD TOWN (1988)
 PE0573
 PE0573                         *CURRENT SURVEY CONTROL
 PE0573  ___________________________________________________________________
 PE0573* NAD 83(1986)-  44 58 43.     (N)    068 41 37.     (W)     SCALED    
 PE0573* NAVD 88     -        49.353  (meters)     161.92   (feet)  ADJUSTED  
 PE0573  ___________________________________________________________________
 PE0573  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 PE0573  DYNAMIC HT  -          49.352 (meters)     161.92  (feet)  COMP
 PE0573  MODELED GRAV-     980,600.5   (mgal)                       NAVD 88
 PE0573
 PE0573  VERT ORDER  -  SECOND    CLASS 0
 PE0573
 PE0573.The horizontal coordinates were scaled from a topographic map and have
 PE0573.an estimated accuracy of +/- 6 seconds.
 PE0573
 PE0573.The orthometric height was determined by differential leveling
 PE0573.and adjusted by the National Geodetic Survey in June 1991..
 PE0573
 PE0573.The geoid height was determined by GEOID03.
 PE0573
 PE0573.The dynamic height is computed by dividing the NAVD 88
 PE0573.geopotential number by the normal gravity value computed on the
 PE0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0573.degrees latitude (g = 980.6199 gals.).
 PE0573
 PE0573.The modeled gravity was interpolated from observed gravity values.
 PE0573
 PE0573;                    North         East    Units  Estimated Accuracy
 PE0573;SPC ME E     -   145,790.      284,730.      MT  (+/- 180 meters Scaled)
 PE0573
 PE0573                          SUPERSEDED SURVEY CONTROL
 PE0573
 PE0573  NGVD 29 (??/??/92)   49.560  (m)          162.60   (f) ADJ UNCH    2 0
 PE0573
 PE0573.Superseded values are not recommended for survey control.
 PE0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0573.See file dsdata.txt to determine how the superseded data were derived.
 PE0573
 PE0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK241806(NAD 83)
 PE0573_MARKER: DB = BENCH MARK DISK
 PE0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0573_STAMPING: L 84 1942
 PE0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0573+STABILITY: SURFACE MOTION
 PE0573
 PE0573  HISTORY     - Date     Condition        Report By
 PE0573  HISTORY     - 1942     MONUMENTED       CGS
 PE0573  HISTORY     - 1958     GOOD             NGS
 PE0573
 PE0573                          STATION DESCRIPTION
 PE0573
 PE0573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 PE0573'4.7 MI NW FROM OLD TOWN.
 PE0573'2.95 MILES NORTHWEST ALONG STATE HIGHWAY 43 FROM ITS JUNCTION
 PE0573'WITH U.S. HIGHWAY 2 AT OLD TOWN, THENCE 1.75 MILES NORTH ALONG
 PE0573'STATE HIGHWAY 16, 24 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 PE0573'71 FEET NORTH OF THE EXTENDED CENTER LINE OF THE DRIVE EAST TO
 PE0573'A GARAGE, 75 FEET NORTHEAST OF THE CENTER LINE OF THE JUNCTION OF
 PE0573'THE DRIVE EAST, 33 FEET SOUTH OF AN 18-INCH MAPLE TREE, 46 1/2
 PE0573'FEET WEST AND ACROSS THE HIGHWAY FROM A LONE 24-INCH MAPLE TREE,
 PE0573'111 1/2 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF
 PE0573'HOUSE, 1 FOOT WEST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE
 PE0573'THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST
 PE0573'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0959 ***********************************************************************
 QG0959  DESIGNATION -  L 85
 QG0959  PID         -  QG0959
 QG0959  STATE/COUNTY-  ME/PISCATAQUIS
 QG0959  USGS QUAD   -  LILY BAY (1989)
 QG0959
 QG0959                         *CURRENT SURVEY CONTROL
 QG0959  ___________________________________________________________________
 QG0959* NAD 83(1986)-  45 35 06.     (N)    069 30 38.     (W)     SCALED    
 QG0959* NAVD 88     -       315.074  (meters)    1033.71   (feet)  ADJUSTED  
 QG0959  ___________________________________________________________________
 QG0959  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 QG0959  DYNAMIC HT  -         315.074 (meters)    1033.71  (feet)  COMP
 QG0959  MODELED GRAV-     980,605.8   (mgal)                       NAVD 88
 QG0959
 QG0959  VERT ORDER  -  SECOND    CLASS 0
 QG0959
 QG0959.The horizontal coordinates were scaled from a topographic map and have
 QG0959.an estimated accuracy of +/- 6 seconds.
 QG0959
 QG0959.The orthometric height was determined by differential leveling
 QG0959.and adjusted by the National Geodetic Survey in June 1991..
 QG0959
 QG0959.The geoid height was determined by GEOID03.
 QG0959
 QG0959.The dynamic height is computed by dividing the NAVD 88
 QG0959.geopotential number by the normal gravity value computed on the
 QG0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0959.degrees latitude (g = 980.6199 gals.).
 QG0959
 QG0959.The modeled gravity was interpolated from observed gravity values.
 QG0959
 QG0959;                    North         East    Units  Estimated Accuracy
 QG0959;SPC ME E     -   213,650.      221,140.      MT  (+/- 180 meters Scaled)
 QG0959
 QG0959                          SUPERSEDED SURVEY CONTROL
 QG0959
 QG0959  NGVD 29 (??/??/92)  315.246  (m)         1034.27   (f) ADJ UNCH    2 0
 QG0959
 QG0959.Superseded values are not recommended for survey control.
 QG0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0959.See file dsdata.txt to determine how the superseded data were derived.
 QG0959
 QG0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL601480(NAD 83)
 QG0959_MARKER: DB = BENCH MARK DISK
 QG0959_SETTING: 66 = SET IN ROCK OUTCROP
 QG0959_SP_SET: ROCK OUTCROP
 QG0959_STAMPING: L 85 1942
 QG0959_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0959+STABILITY: POSITION/ELEVATION WELL
 QG0959
 QG0959  HISTORY     - Date     Condition        Report By
 QG0959  HISTORY     - 1942     MONUMENTED       CGS
 QG0959
 QG0959                          STATION DESCRIPTION
 QG0959
 QG0959'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0959'9.9 MI N FROM GREENVILLE.
 QG0959'9.9 MILES NORTH ALONG A COUNTY ROAD FROM THE TOWNHALL AT
 QG0959'GREENVILLE, PISCATAQUIS COUNTY, 1.0 MILE SOUTH OF THE HOTEL
 QG0959'AT LILY BAY, 54 FEET SOUTH OF POLE 399, 36 FEET EAST OF THE
 QG0959'CENTER LINE OF THE ROAD, IN THE TOP OF A LARGE ROCK OUTCROP,
 QG0959'23 FEET SOUTHEAST OF THE NORTHWEST CORNER OF THE OUTCROP, AND
 QG0959'ABOUT 3 FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED
 QG0959'L 85 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0653 ***********************************************************************
 QG0653  DESIGNATION -  L 86
 QG0653  PID         -  QG0653
 QG0653  STATE/COUNTY-  ME/PISCATAQUIS
 QG0653  USGS QUAD   -  CARIBOU LAKE SOUTH (1988)
 QG0653
 QG0653                         *CURRENT SURVEY CONTROL
 QG0653  ___________________________________________________________________
 QG0653* NAD 83(1986)-  45 49 18.     (N)    069 15 09.     (W)     SCALED    
 QG0653* NAVD 88     -       333.793  (meters)    1095.12   (feet)  ADJUSTED  
 QG0653  ___________________________________________________________________
 QG0653  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 QG0653  DYNAMIC HT  -         333.799 (meters)    1095.14  (feet)  COMP
 QG0653  MODELED GRAV-     980,623.1   (mgal)                       NAVD 88
 QG0653
 QG0653  VERT ORDER  -  SECOND    CLASS 0
 QG0653
 QG0653.The horizontal coordinates were scaled from a topographic map and have
 QG0653.an estimated accuracy of +/- 6 seconds.
 QG0653
 QG0653.The orthometric height was determined by differential leveling
 QG0653.and adjusted by the National Geodetic Survey in June 1991..
 QG0653
 QG0653.The geoid height was determined by GEOID03.
 QG0653
 QG0653.The dynamic height is computed by dividing the NAVD 88
 QG0653.geopotential number by the normal gravity value computed on the
 QG0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0653.degrees latitude (g = 980.6199 gals.).
 QG0653
 QG0653.The modeled gravity was interpolated from observed gravity values.
 QG0653
 QG0653;                    North         East    Units  Estimated Accuracy
 QG0653;SPC ME E     -   239,730.      241,530.      MT  (+/- 180 meters Scaled)
 QG0653
 QG0653                          SUPERSEDED SURVEY CONTROL
 QG0653
 QG0653  NGVD 29 (??/??/92)  333.950  (m)         1095.63   (f) ADJ UNCH    2 0
 QG0653
 QG0653.Superseded values are not recommended for survey control.
 QG0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0653.See file dsdata.txt to determine how the superseded data were derived.
 QG0653
 QG0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL803742(NAD 83)
 QG0653_MARKER: DB = BENCH MARK DISK
 QG0653_SETTING: 66 = SET IN ROCK OUTCROP
 QG0653_SP_SET: ROCK OUTCROP
 QG0653_STAMPING: L 86 1942
 QG0653_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0653+STABILITY: POSITION/ELEVATION WELL
 QG0653
 QG0653  HISTORY     - Date     Condition        Report By
 QG0653  HISTORY     - 1942     MONUMENTED       CGS
 QG0653  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 QG0653
 QG0653                          STATION DESCRIPTION
 QG0653
 QG0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0653'15.3 MI N FROM KOKADJO.
 QG0653'15.3 MILES NORTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 QG0653'KOKADJO, PISCATAQUIS COUNTY, 45 FEET SOUTHWEST ACROSS THE ROAD FROM
 QG0653'A HOLE BLASTED IN BEDROCK, AT THE TOP OF A SMALL HILL, 20 FEET
 QG0653'WEST OF THE CENTER LINE OF THE ROAD, 6 FEET SOUTH OF A SMALL
 QG0653'CUT, IN THE TOP OF A ROCK OUTCROP, AND ABOUT 1 FOOT HIGHER THAN
 QG0653'THE ROAD.  A STANDARD DISK, STAMPED L 86 1942.
 QG0653
 QG0653                          STATION RECOVERY (1984)
 QG0653
 QG0653'RECOVERY NOTE BY US POWER SQUADRON 1984 (RPS)
 QG0653'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0777 ***********************************************************************
 QG0777  DESIGNATION -  L 87
 QG0777  PID         -  QG0777
 QG0777  STATE/COUNTY-  ME/PISCATAQUIS
 QG0777  USGS QUAD   -  GUILFORD (1984)
 QG0777
 QG0777                         *CURRENT SURVEY CONTROL
 QG0777  ___________________________________________________________________
 QG0777* NAD 83(1986)-  45 10 50.     (N)    069 25 48.     (W)     SCALED    
 QG0777* NAVD 88     -       127.591  (meters)     418.60   (feet)  ADJUSTED  
 QG0777  ___________________________________________________________________
 QG0777  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 QG0777  DYNAMIC HT  -         127.587 (meters)     418.59  (feet)  COMP
 QG0777  MODELED GRAV-     980,582.9   (mgal)                       NAVD 88
 QG0777
 QG0777  VERT ORDER  -  FIRST     CLASS II
 QG0777
 QG0777.The horizontal coordinates were scaled from a topographic map and have
 QG0777.an estimated accuracy of +/- 6 seconds.
 QG0777
 QG0777.The orthometric height was determined by differential leveling
 QG0777.and adjusted by the National Geodetic Survey in June 1991..
 QG0777
 QG0777.The geoid height was determined by GEOID03.
 QG0777
 QG0777.The dynamic height is computed by dividing the NAVD 88
 QG0777.geopotential number by the normal gravity value computed on the
 QG0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0777.degrees latitude (g = 980.6199 gals.).
 QG0777
 QG0777.The modeled gravity was interpolated from observed gravity values.
 QG0777
 QG0777;                    North         East    Units  Estimated Accuracy
 QG0777;SPC ME E     -   168,630.      226,910.      MT  (+/- 180 meters Scaled)
 QG0777
 QG0777                          SUPERSEDED SURVEY CONTROL
 QG0777
 QG0777  NGVD 29 (??/??/92)  127.776  (m)          419.21   (f) ADJ UNCH    1 2
 QG0777
 QG0777.Superseded values are not recommended for survey control.
 QG0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0777.See file dsdata.txt to determine how the superseded data were derived.
 QG0777
 QG0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL662030(NAD 83)
 QG0777_MARKER: DB = BENCH MARK DISK
 QG0777_SETTING: 66 = SET IN ROCK OUTCROP
 QG0777_SP_SET: ROCK OUTCROP
 QG0777_STAMPING: L 87 1942
 QG0777_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0777+STABILITY: POSITION/ELEVATION WELL
 QG0777
 QG0777  HISTORY     - Date     Condition        Report By
 QG0777  HISTORY     - 1942     MONUMENTED       CGS
 QG0777  HISTORY     - 1978     GOOD             NGS
 QG0777
 QG0777                          STATION DESCRIPTION
 QG0777
 QG0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0777'0.4 MI S FROM ABBOT VILLAGE.
 QG0777'0.4 MILE SOUTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM THE
 QG0777'STATION AT ABBOT VILLAGE, PISCATAQUIS COUNTY, ABOUT 0.1 MILE
 QG0777'NORTH OF MILEPOST 24, ABOUT 200 FEET NORTH OF A PRIVATE-ROAD
 QG0777'CROSSING, AT THE NORTH END OF A SMALL ROCK CUT, 27 FEET EAST OF
 QG0777'THE CENTER LINE OF THE TRACK, ABOUT 3 FEET HIGHER THAN THE TRACK,
 QG0777'AND IN THE TOP OF A LARGE SLATE ROCK OUTCROP.  A STANDARD DISK,
 QG0777'STAMPED L 87 1942.
 QG0777
 QG0777                          STATION RECOVERY (1978)
 QG0777
 QG0777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0777'0.6 MI EAST ALONG A PAVED ROAD FROM THE JUNCTION OF STATE HIGHWAYS
 QG0777'6 AND 16 TO THE T JUNCTION OF 2 PAVED ROADS, THENCE 0.3 MILE SOUTH-
 QG0777'EAST ALONG A PAVED ROAD TO ITS CROSSING OVER BROWN BROOK, THENCE
 QG0777'0.1 MILE SOUTHEAST ALONG THE SAME ROAD TO THE NORTH END OF THE
 QG0777'CROSSING OF 2 POWER LINES OVER THE ROAD, THENCE 0.4 MILE SOUTH
 QG0777'ALONG AN ABANDONDED RAILROAD BED, 25.5 FT NORTHEAST OF THE CENTER
 QG0777'LINE OF THE RAILROAD BED, SET IN TOP OF A LARGE SLATE OUTCROP
 QG0777'MEASURING APPROXIMATELY 15 FT BY 40 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0375 ***********************************************************************
 PD0375  DESIGNATION -  L 88
 PD0375  PID         -  PD0375
 PD0375  STATE/COUNTY-  ME/WASHINGTON
 PD0375  USGS QUAD   -  SCHOODIC LAKE (1984)
 PD0375
 PD0375                         *CURRENT SURVEY CONTROL
 PD0375  ___________________________________________________________________
 PD0375* NAD 83(1986)-  44 37 45.     (N)    067 56 26.     (W)     SCALED    
 PD0375* NAVD 88     -        55.410  (meters)     181.79   (feet)  ADJUSTED  
 PD0375  ___________________________________________________________________
 PD0375  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 PD0375  DYNAMIC HT  -          55.408 (meters)     181.78  (feet)  COMP
 PD0375  MODELED GRAV-     980,576.7   (mgal)                       NAVD 88
 PD0375
 PD0375  VERT ORDER  -  SECOND    CLASS 0
 PD0375
 PD0375.The horizontal coordinates were scaled from a topographic map and have
 PD0375.an estimated accuracy of +/- 6 seconds.
 PD0375
 PD0375.The orthometric height was determined by differential leveling
 PD0375.and adjusted by the National Geodetic Survey in June 1991..
 PD0375
 PD0375.The geoid height was determined by GEOID03.
 PD0375
 PD0375.The dynamic height is computed by dividing the NAVD 88
 PD0375.geopotential number by the normal gravity value computed on the
 PD0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0375.degrees latitude (g = 980.6199 gals.).
 PD0375
 PD0375.The modeled gravity was interpolated from observed gravity values.
 PD0375
 PD0375;                    North         East    Units  Estimated Accuracy
 PD0375;SPC ME E     -   107,090.      344,390.      MT  (+/- 180 meters Scaled)
 PD0375
 PD0375                          SUPERSEDED SURVEY CONTROL
 PD0375
 PD0375  NGVD 29 (??/??/92)   55.587  (m)          182.37   (f) ADJ UNCH    2 0
 PD0375
 PD0375.Superseded values are not recommended for survey control.
 PD0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0375.See file dsdata.txt to determine how the superseded data were derived.
 PD0375
 PD0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK840423(NAD 83)
 PD0375_MARKER: DD = SURVEY DISK
 PD0375_SETTING: 66 = SET IN ROCK OUTCROP
 PD0375_SP_SET: ROCK OUTCROP
 PD0375_STAMPING: L 88 1942
 PD0375_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0375+STABILITY: POSITION/ELEVATION WELL
 PD0375
 PD0375  HISTORY     - Date     Condition        Report By
 PD0375  HISTORY     - 1942     MONUMENTED       CGS
 PD0375  HISTORY     - 1964     GOOD             NGS
 PD0375
 PD0375                          STATION DESCRIPTION
 PD0375
 PD0375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 PD0375'1.7 MI N FROM CHERRYFIELD.
 PD0375'SET IN THE TOP OF A ROCK OUTCROP 1 FOOT HIGHER THAN THE ROAD,
 PD0375'150 FEET WEST AND ACROSS THE HIGHWAY FROM A 2-STORY FRAME HOUSE,
 PD0375'225 FEET SOUTH OF A SMALL CULVERT, 100 FEET NORTH OF THE CREST
 PD0375'OF A SMALL HILL, 30 FEET WEST OF THE CENTER OF THE ROAD IN THE
 PD0375'EDGE OF WOODS.  REACHED FROM THE INTERSECTION OF U.S. HIGHWAY 1
 PD0375'AND STATE HIGHWAY 193 IN CHERRYFIELD BY GOING NORTH ON 193 FOR
 PD0375'2.9 MILES TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0393 ***********************************************************************
 PE0393  DESIGNATION -  L 89
 PE0393  PID         -  PE0393
 PE0393  STATE/COUNTY-  ME/PENOBSCOT
 PE0393  USGS QUAD   -  BANGOR (1991)
 PE0393
 PE0393                         *CURRENT SURVEY CONTROL
 PE0393  ___________________________________________________________________
 PE0393* NAD 83(1986)-  44 46 29.     (N)    068 45 21.     (W)     SCALED    
 PE0393* NAVD 88     -        42.701  (meters)     140.09   (feet)  ADJUSTED  
 PE0393  ___________________________________________________________________
 PE0393  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 PE0393  DYNAMIC HT  -          42.699 (meters)     140.09  (feet)  COMP
 PE0393  MODELED GRAV-     980,580.6   (mgal)                       NAVD 88
 PE0393
 PE0393  VERT ORDER  -  FIRST     CLASS II
 PE0393
 PE0393.The horizontal coordinates were scaled from a topographic map and have
 PE0393.an estimated accuracy of +/- 6 seconds.
 PE0393
 PE0393.The orthometric height was determined by differential leveling
 PE0393.and adjusted by the National Geodetic Survey in June 1991..
 PE0393
 PE0393.The geoid height was determined by GEOID03.
 PE0393
 PE0393.The dynamic height is computed by dividing the NAVD 88
 PE0393.geopotential number by the normal gravity value computed on the
 PE0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0393.degrees latitude (g = 980.6199 gals.).
 PE0393
 PE0393.The modeled gravity was interpolated from observed gravity values.
 PE0393
 PE0393;                    North         East    Units  Estimated Accuracy
 PE0393;SPC ME E     -   123,140.      279,750.      MT  (+/- 180 meters Scaled)
 PE0393
 PE0393                          SUPERSEDED SURVEY CONTROL
 PE0393
 PE0393  NGVD 29 (??/??/92)   42.94   (m)          140.9    (f) COMPUTED    1 2
 PE0393
 PE0393.Superseded values are not recommended for survey control.
 PE0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0393.See file dsdata.txt to determine how the superseded data were derived.
 PE0393
 PE0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK193579(NAD 83)
 PE0393_MARKER: DB = BENCH MARK DISK
 PE0393_SETTING: 66 = SET IN ROCK OUTCROP
 PE0393_SP_SET: ROCK OUTCROP
 PE0393_STAMPING: L 89 1942
 PE0393_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0393+STABILITY: POSITION/ELEVATION WELL
 PE0393
 PE0393  HISTORY     - Date     Condition        Report By
 PE0393  HISTORY     - 1942     MONUMENTED       CGS
 PE0393  HISTORY     - 1966     GOOD             NGS
 PE0393  HISTORY     - 1978     MARK NOT FOUND   DMA
 PE0393
 PE0393                          STATION DESCRIPTION
 PE0393
 PE0393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0393'1.7 MI SE FROM BREWER JCT.
 PE0393'1.7 MILES SOUTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE0393'JUNCTION AT BREWER JUNCTION, PENOBSCOT COUNTY, 0.1 MILE NORTHWEST
 PE0393'OF BLOCK SIGNAL 139.9, NEAR THE MIDDLE OF A SMALL CUT, 9 FEET
 PE0393'SOUTHWEST OF THE CENTERLINE OF THE TRACK, IN THE TOP OF A ROCK
 PE0393'OUTCROP, AND 1-1/2 FEET HIGHER THAN THE TRACK.  A STANDARD DISK,
 PE0393'STAMPED L 89 1942.  NOTE-- BELIEVED TO HAVE BEEN DESTROYED BY
 PE0393'THE CONSTRUCTION OF A SIDETRACK IN THE DESCRIBED AREA.
 PE0393
 PE0393                          STATION RECOVERY (1978)
 PE0393
 PE0393'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PE0393'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0353 ***********************************************************************
 QG0353  DESIGNATION -  L 9
 QG0353  PID         -  QG0353
 QG0353  STATE/COUNTY-  ME/PENOBSCOT
 QG0353  USGS QUAD   -  SOUTH LAGRANGE (1983)
 QG0353
 QG0353                         *CURRENT SURVEY CONTROL
 QG0353  ___________________________________________________________________
 QG0353* NAD 83(1986)-  45 04 08.     (N)    068 50 22.     (W)     SCALED    
 QG0353* NAVD 88     -        48.608  (meters)     159.47   (feet)  ADJUSTED  
 QG0353  ___________________________________________________________________
 QG0353  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 QG0353  DYNAMIC HT  -          48.607 (meters)     159.47  (feet)  COMP
 QG0353  MODELED GRAV-     980,606.8   (mgal)                       NAVD 88
 QG0353
 QG0353  VERT ORDER  -  FIRST     CLASS II
 QG0353
 QG0353.The horizontal coordinates were scaled from a topographic map and have
 QG0353.an estimated accuracy of +/- 6 seconds.
 QG0353
 QG0353.The orthometric height was determined by differential leveling
 QG0353.and adjusted by the National Geodetic Survey in June 1991..
 QG0353.WARNING-Repeat measurements at this control monument indicate possible
 QG0353.vertical movement.
 QG0353
 QG0353.The geoid height was determined by GEOID03.
 QG0353
 QG0353.The dynamic height is computed by dividing the NAVD 88
 QG0353.geopotential number by the normal gravity value computed on the
 QG0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0353.degrees latitude (g = 980.6199 gals.).
 QG0353
 QG0353.The modeled gravity was interpolated from observed gravity values.
 QG0353
 QG0353;                    North         East    Units  Estimated Accuracy
 QG0353;SPC ME E     -   155,860.      273,270.      MT  (+/- 180 meters Scaled)
 QG0353
 QG0353                          SUPERSEDED SURVEY CONTROL
 QG0353
 QG0353  NGVD 29 (??/??/92)   48.794  (m)          160.09   (f) ADJ UNCH    1 2
 QG0353
 QG0353.Superseded values are not recommended for survey control.
 QG0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0353.See file dsdata.txt to determine how the superseded data were derived.
 QG0353
 QG0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK126906(NAD 83)
 QG0353_MARKER: DB = BENCH MARK DISK
 QG0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0353_STAMPING: L 9 1927 159.567
 QG0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0353+STABILITY: SURFACE MOTION
 QG0353
 QG0353  HISTORY     - Date     Condition        Report By
 QG0353  HISTORY     - 1927     MONUMENTED       CGS
 QG0353  HISTORY     - 1953     POOR             NGS
 QG0353
 QG0353                          STATION DESCRIPTION
 QG0353
 QG0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 QG0353'3.6 MI SW FROM SOUTH LAGRANGE.
 QG0353'3.65 MILES SOUTHWEST ALONG THE BANGOR AND AROOSTOOK RAILROAD
 QG0353'FROM THE STATION AT SOUTH LAGRANGE, AT BRADFORD STATION, 39 FEET
 QG0353'SOUTHEAST OF SOUTHEAST RAIL OF SOUTHEAST TRACK, 91 FEET SOUTH
 QG0353'AND ACROSS TRACK FROM SOUTH CORNER OF STATION (NOW ABANDONED), 15
 QG0353'FEET NORTHWEST OF R/W FENCE LINE, 34 1/2 FEET SOUTH-SOUTHWEST OF
 QG0353'THE FIRST TELEPHONE POLE NORTHEAST OF SOUTHWEST END OF STATION,
 QG0353'1 1/2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT
 QG0353'BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 QG0353'PROJECTING 2 INCHES.
 QG0353'NOTE--MARK IS IN POOR CONDITION DUE TO FROST ACTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0031 ***********************************************************************
 PE0031  DESIGNATION -  L 90
 PE0031  PID         -  PE0031
 PE0031  STATE/COUNTY-  ME/HANCOCK
 PE0031  USGS QUAD   -  ELLSWORTH (1981)
 PE0031
 PE0031                         *CURRENT SURVEY CONTROL
 PE0031  ___________________________________________________________________
 PE0031* NAD 83(1986)-  44 32 38.     (N)    068 23 56.     (W)     SCALED    
 PE0031* NAVD 88     -        41.821  (meters)     137.21   (feet)  ADJUSTED  
 PE0031  ___________________________________________________________________
 PE0031  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 PE0031  DYNAMIC HT  -          41.818 (meters)     137.20  (feet)  COMP
 PE0031  MODELED GRAV-     980,562.8   (mgal)                       NAVD 88
 PE0031
 PE0031  VERT ORDER  -  FIRST     CLASS I
 PE0031
 PE0031.The horizontal coordinates were scaled from a topographic map and have
 PE0031.an estimated accuracy of +/- 6 seconds.
 PE0031
 PE0031.The orthometric height was determined by differential leveling
 PE0031.and adjusted by the National Geodetic Survey in June 1991..
 PE0031
 PE0031.The geoid height was determined by GEOID03.
 PE0031
 PE0031.The dynamic height is computed by dividing the NAVD 88
 PE0031.geopotential number by the normal gravity value computed on the
 PE0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0031.degrees latitude (g = 980.6199 gals.).
 PE0031
 PE0031.The modeled gravity was interpolated from observed gravity values.
 PE0031
 PE0031;                    North         East    Units  Estimated Accuracy
 PE0031;SPC ME E     -    97,470.      308,030.      MT  (+/- 180 meters Scaled)
 PE0031
 PE0031                          SUPERSEDED SURVEY CONTROL
 PE0031
 PE0031  NGVD 29 (??/??/92)   42.012  (m)          137.83   (f) ADJ UNCH    1 1
 PE0031
 PE0031.Superseded values are not recommended for survey control.
 PE0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0031.See file dsdata.txt to determine how the superseded data were derived.
 PE0031
 PE0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK477324(NAD 83)
 PE0031_MARKER: DB = BENCH MARK DISK
 PE0031_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE0031_SP_SET: CULVERT
 PE0031_STAMPING: L 90 1942
 PE0031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE0031
 PE0031  HISTORY     - Date     Condition        Report By
 PE0031  HISTORY     - 1942     MONUMENTED       CGS
 PE0031  HISTORY     - 1966     GOOD             NGS
 PE0031  HISTORY     - 1978     GOOD             DMA
 PE0031
 PE0031                          STATION DESCRIPTION
 PE0031
 PE0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0031'1.3 MI E FROM ELLSWORTH.
 PE0031'ABOUT 1.3 MILES EAST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE0031'OLD BRICK STATION AT ELLSWORTH, ABOUT 0.8 MILE SOUTHWEST OF THE
 PE0031'CROSSING OF EAST MAIN STREET, ABOUT 0.3 MILE NORTHEAST OF MILEPOST
 PE0031'P167/C103, IN THE TOP NEAR THE NORTHWEST END OF THE SOUTHWEST
 PE0031'STONE ABUTMENT FOR A 10-FOOT STONE BOX CULVERT OVER A SMALL
 PE0031'STREAM, 10 FEET NORTHWEST OF THE NORTHWEST RAIL, 1.3 FEET
 PE0031'SOUTHEAST OF THE NORTHWEST END OF THE TOP STEP OF THE ABUTMENT,
 PE0031'AND ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK.  NOTE-- THE TRACK
 PE0031'FROM ELLSWORTH CONTINUES SOUTHEAST FOR ABOUT 0.6 MILE THEN TURNS
 PE0031'AND CONTINUES NORTHEAST.
 PE0031
 PE0031                          STATION RECOVERY (1978)
 PE0031
 PE0031'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PE0031'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0100 ***********************************************************************
 PE0100  DESIGNATION -  L 91
 PE0100  PID         -  PE0100
 PE0100  STATE/COUNTY-  ME/HANCOCK
 PE0100  USGS QUAD   -  SULLIVAN (1982)
 PE0100
 PE0100                         *CURRENT SURVEY CONTROL
 PE0100  ___________________________________________________________________
 PE0100* NAD 83(1986)-  44 31 20.     (N)    068 07 41.     (W)     SCALED    
 PE0100* NAVD 88     -        48.560  (meters)     159.32   (feet)  ADJUSTED  
 PE0100  ___________________________________________________________________
 PE0100  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 PE0100  DYNAMIC HT  -          48.557 (meters)     159.31  (feet)  COMP
 PE0100  MODELED GRAV-     980,559.7   (mgal)                       NAVD 88
 PE0100
 PE0100  VERT ORDER  -  SECOND    CLASS 0
 PE0100
 PE0100.The horizontal coordinates were scaled from a topographic map and have
 PE0100.an estimated accuracy of +/- 6 seconds.
 PE0100
 PE0100.The orthometric height was determined by differential leveling
 PE0100.and adjusted by the National Geodetic Survey in June 1991..
 PE0100
 PE0100.The geoid height was determined by GEOID03.
 PE0100
 PE0100.The dynamic height is computed by dividing the NAVD 88
 PE0100.geopotential number by the normal gravity value computed on the
 PE0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0100.degrees latitude (g = 980.6199 gals.).
 PE0100
 PE0100.The modeled gravity was interpolated from observed gravity values.
 PE0100
 PE0100;                    North         East    Units  Estimated Accuracy
 PE0100;SPC ME E     -    95,120.      329,570.      MT  (+/- 180 meters Scaled)
 PE0100
 PE0100                          SUPERSEDED SURVEY CONTROL
 PE0100
 PE0100  NGVD 29 (??/??/92)   48.764  (m)          159.99   (f) ADJ UNCH    2 0
 PE0100
 PE0100.Superseded values are not recommended for survey control.
 PE0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0100.See file dsdata.txt to determine how the superseded data were derived.
 PE0100
 PE0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK692302(NAD 83)
 PE0100_MARKER: DB = BENCH MARK DISK
 PE0100_SETTING: 66 = SET IN ROCK OUTCROP
 PE0100_SP_SET: ROCK OUTCROP
 PE0100_STAMPING: L 91 1942
 PE0100_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0100+STABILITY: POSITION/ELEVATION WELL
 PE0100
 PE0100  HISTORY     - Date     Condition        Report By
 PE0100  HISTORY     - 1942     MONUMENTED       CGS
 PE0100  HISTORY     - 1966     GOOD             NGS
 PE0100
 PE0100                          STATION DESCRIPTION
 PE0100
 PE0100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0100'2 MI N FROM EAST SULLIVAN.
 PE0100'ABOUT 2.05 MILES NORTH ALONG STATE HIGHWAY 183 FROM THE
 PE0100'JUNCTION OF U.S. HIGHWAY 1 AT EAST SULLIVAN, ON THE NORTHEAST
 PE0100'SLOPE OF A SHORT HILL, SET ON TOP OF AN OUTCROPPING ROCK WHICH
 PE0100'IS 9 FEET LONG, 2 1/2 FEET HIGH AND IS PART OF A SHORT 3 FOOT
 PE0100'HIGH CUT, 17 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 PE0100'4 FEET SOUTHWEST OF THE NORTHEAST END OF THE ROCK AND 2 FEET
 PE0100'ABOVE THE LEVEL OF THE HIGHWAY.  OPPOSITE POLE 74 PTCO. GL 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0219 ***********************************************************************
 PF0219  DESIGNATION -  L 92
 PF0219  PID         -  PF0219
 PF0219  STATE/COUNTY-  ME/OXFORD
 PF0219  USGS QUAD   -  GILEAD (1970)
 PF0219
 PF0219                         *CURRENT SURVEY CONTROL
 PF0219  ___________________________________________________________________
 PF0219* NAD 83(1986)-  44 23 46.     (N)    070 57 34.     (W)     SCALED    
 PF0219* NAVD 88     -       214.633  (meters)     704.18   (feet)  ADJUSTED  
 PF0219  ___________________________________________________________________
 PF0219  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 PF0219  DYNAMIC HT  -         214.603 (meters)     704.08  (feet)  COMP
 PF0219  MODELED GRAV-     980,469.7   (mgal)                       NAVD 88
 PF0219
 PF0219  VERT ORDER  -  SECOND    CLASS 0
 PF0219
 PF0219.The horizontal coordinates were scaled from a topographic map and have
 PF0219.an estimated accuracy of +/- 6 seconds.
 PF0219
 PF0219.The orthometric height was determined by differential leveling
 PF0219.and adjusted by the National Geodetic Survey in June 1991..
 PF0219
 PF0219.The geoid height was determined by GEOID03.
 PF0219
 PF0219.The dynamic height is computed by dividing the NAVD 88
 PF0219.geopotential number by the normal gravity value computed on the
 PF0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0219.degrees latitude (g = 980.6199 gals.).
 PF0219
 PF0219.The modeled gravity was interpolated from observed gravity values.
 PF0219
 PF0219;                    North         East    Units  Estimated Accuracy
 PF0219;SPC ME W     -   173,930.      836,840.      MT  (+/- 180 meters Scaled)
 PF0219
 PF0219                          SUPERSEDED SURVEY CONTROL
 PF0219
 PF0219  NGVD 29 (??/??/92)  214.796  (m)          704.71   (f) ADJ UNCH    2 0
 PF0219
 PF0219.Superseded values are not recommended for survey control.
 PF0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0219.See file dsdata.txt to determine how the superseded data were derived.
 PF0219
 PF0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK439177(NAD 83)
 PF0219_MARKER: DB = BENCH MARK DISK
 PF0219_SETTING: 80 = SET IN A BOULDER
 PF0219_SP_SET: BOULDER
 PF0219_STAMPING: L 92 1942
 PF0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0219+STABILITY: SURFACE MOTION
 PF0219
 PF0219  HISTORY     - Date     Condition        Report By
 PF0219  HISTORY     - 1942     MONUMENTED       CGS
 PF0219
 PF0219                          STATION DESCRIPTION
 PF0219
 PF0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PF0219'0.6 MI E FROM GILEAD.
 PF0219'ABOUT 0.6 MILE EAST ALONG THE CANADIAN NATIONAL RAILROAD FROM THE
 PF0219'STATION AT GILEAD, OXFORD COUNTY, ABOUT 0.45 MILE WEST OF
 PF0219'MILEPOST 79, ABOUT 45 FEET WEST OF A POLE, 20 FEET SOUTH OF THE
 PF0219'SOUTH RAIL OF THE TRACK, IN THE TOP OF A 4- BY 5-FOOT ROCK BOULDER,
 PF0219'AND 1 FOOT ABOVE GROUND.  A STANDARD DISK, STAMPED L 92 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0252 ***********************************************************************
 PE0252  DESIGNATION -  L 93
 PE0252  PID         -  PE0252
 PE0252  STATE/COUNTY-  ME/HANCOCK
 PE0252  USGS QUAD   -  BAR HARBOR (1982)
 PE0252
 PE0252                         *CURRENT SURVEY CONTROL
 PE0252  ___________________________________________________________________
 PE0252* NAD 83(1986)-  44 29 24.     (N)    068 07 52.     (W)     SCALED    
 PE0252* NAVD 88     -        17.410  (meters)      57.12   (feet)  ADJUSTED  
 PE0252  ___________________________________________________________________
 PE0252  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 PE0252  DYNAMIC HT  -          17.410 (meters)      57.12  (feet)  COMP
 PE0252  MODELED GRAV-     980,568.4   (mgal)                       NAVD 88
 PE0252
 PE0252  VERT ORDER  -  SECOND    CLASS 0
 PE0252
 PE0252.The horizontal coordinates were scaled from a topographic map and have
 PE0252.an estimated accuracy of +/- 6 seconds.
 PE0252
 PE0252.The orthometric height was determined by differential leveling
 PE0252.and adjusted by the National Geodetic Survey in June 1991..
 PE0252
 PE0252.The geoid height was determined by GEOID03.
 PE0252
 PE0252.The dynamic height is computed by dividing the NAVD 88
 PE0252.geopotential number by the normal gravity value computed on the
 PE0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0252.degrees latitude (g = 980.6199 gals.).
 PE0252
 PE0252.The modeled gravity was interpolated from observed gravity values.
 PE0252
 PE0252;                    North         East    Units  Estimated Accuracy
 PE0252;SPC ME E     -    91,540.      329,340.      MT  (+/- 180 meters Scaled)
 PE0252
 PE0252                          SUPERSEDED SURVEY CONTROL
 PE0252
 PE0252  NGVD 29 (??/??/92)   17.613  (m)           57.79   (f) ADJ UNCH    2 0
 PE0252
 PE0252.Superseded values are not recommended for survey control.
 PE0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0252.See file dsdata.txt to determine how the superseded data were derived.
 PE0252
 PE0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK690266(NAD 83)
 PE0252_MARKER: DB = BENCH MARK DISK
 PE0252_SETTING: 80 = SET IN A BOULDER
 PE0252_SP_SET: BOULDER
 PE0252_STAMPING: L 93 1942
 PE0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0252+STABILITY: SURFACE MOTION
 PE0252
 PE0252  HISTORY     - Date     Condition        Report By
 PE0252  HISTORY     - 1942     MONUMENTED       CGS
 PE0252  HISTORY     - 1966     GOOD             NGS
 PE0252
 PE0252                          STATION DESCRIPTION
 PE0252
 PE0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0252'0.6 MI NW FROM ASHVILLE.
 PE0252'0.65 MILE NORTHWEST ALONG A BLACK TOPPED ROAD (OLD U.S. HIGHWAY
 PE0252'1) FROM THE POST OFFICE AT ASHVILLE, ABOUT 0.25 MILE NORTHWEST
 PE0252'OF THE ASHVILLE COMMUNITY CHURCH, ABOUT 0.2 MILE EAST OF THE
 PE0252'JUNCTION OF A BLACK TOPPED ROAD LEADING NORTH, AT THE WEST END
 PE0252'OF A GARDEN, SET IN THE TOP OF AN EMBEDDED BOULDER WHICH IS
 PE0252'9 FEET LONG-6 FEET WIDE AND PROJECTS 2 FEET ABOVE THE GROUND,
 PE0252'55 FEET SOUTH OF THE CENTER LINE OF THE OLD HIGHWAY, 40 FEET
 PE0252'SOUTHEAST OF TELEPHONE CABLE POLE NO. 649 AND ABOUT 2 FEET
 PE0252'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0129 ***********************************************************************
 PD0129  DESIGNATION -  L 94
 PD0129  PID         -  PD0129
 PD0129  STATE/COUNTY-  ME/WASHINGTON
 PD0129  USGS QUAD   -  MACHIAS (1977)
 PD0129
 PD0129                         *CURRENT SURVEY CONTROL
 PD0129  ___________________________________________________________________
 PD0129* NAD 83(1996)-  44 42 58.93478(N)    067 24 15.09438(W)     ADJUSTED  
 PD0129* NAVD 88     -         6.083  (meters)      19.96   (feet)  ADJUSTED  
 PD0129  ___________________________________________________________________
 PD0129  X           -   1,744,321.508 (meters)                     COMP
 PD0129  Y           -  -4,191,327.775 (meters)                     COMP
 PD0129  Z           -   4,464,993.853 (meters)                     COMP
 PD0129  LAPLACE CORR-           5.95  (seconds)                    DEFLEC99
 PD0129  ELLIP HEIGHT-         -16.88  (meters)          (01/15/02) GPS OBS
 PD0129  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 PD0129  DYNAMIC HT  -           6.083 (meters)      19.96  (feet)  COMP
 PD0129  MODELED GRAV-     980,595.8   (mgal)                       NAVD 88
 PD0129  OBS GRAVITY -     980,598.3   (mgal)                       GRAV_OBS
 PD0129
 PD0129  HORZ ORDER  -  FIRST
 PD0129  VERT ORDER  -  FIRST     CLASS I
 PD0129  ELLP ORDER  -  FOURTH    CLASS I
 PD0129
 PD0129.The horizontal coordinates were established by GPS observations
 PD0129.and adjusted by the National Geodetic Survey in March 1998..
 PD0129
 PD0129.The orthometric height was determined by differential leveling
 PD0129.and adjusted by the National Geodetic Survey in June 1991..
 PD0129
 PD0129.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PD0129
 PD0129.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0129
 PD0129.The ellipsoidal height was determined by GPS observations
 PD0129.and is referenced to NAD 83.
 PD0129
 PD0129.The geoid height was determined by GEOID03.
 PD0129
 PD0129.The dynamic height is computed by dividing the NAVD 88
 PD0129.geopotential number by the normal gravity value computed on the
 PD0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0129.degrees latitude (g = 980.6199 gals.).
 PD0129
 PD0129.The modeled gravity was interpolated from observed gravity values.
 PD0129.The observed gravity was obtained from relative gravimeter ties
 PD0129.to the IGSN71 gravity network.
 PD0129
 PD0129;                    North         East     Units Scale Factor Converg.
 PD0129;SPC ME E     -   117,211.411   386,817.505   MT  0.99999266   +0 46 15.8
 PD0129;UTM  19      - 4,952,682.178   626,393.168   MT  0.99979645   +1 07 22.6
 PD0129
 PD0129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0129!SPC ME E     -   1.00000265  x   0.99999266  =   0.99999531
 PD0129!UTM  19      -   1.00000265  x   0.99979645  =   0.99979910
 PD0129
 PD0129                          SUPERSEDED SURVEY CONTROL
 PD0129
 PD0129  NAD 83(1992)-  44 42 58.93223(N)    067 24 15.09298(W) AD(       ) 1
 PD0129  ELLIP H (01/28/95)  -16.85   (m)                       GP(       ) 4 2
 PD0129  NAD 83(1986)-  44 42 58.93735(N)    067 24 15.10567(W) AD(       ) 1
 PD0129  NGVD 29 (??/??/92)    6.290  (m)           20.64   (f) ADJ UNCH    1 1
 PD0129
 PD0129.Superseded values are not recommended for survey control.
 PD0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0129.See file dsdata.txt to determine how the superseded data were derived.
 PD0129
 PD0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK2639352682(NAD 83)
 PD0129_MARKER: DB = BENCH MARK DISK
 PD0129_SETTING: 66 = SET IN ROCK OUTCROP
 PD0129_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 PD0129_STAMPING: L 94 1942
 PD0129_MARK LOGO: CGS   
 PD0129_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PD0129_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0129+STABILITY: POSITION/ELEVATION WELL
 PD0129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PD0129+SATELLITE: SATELLITE OBSERVATIONS - January 25, 1989
 PD0129
 PD0129  HISTORY     - Date     Condition        Report By
 PD0129  HISTORY     - 1986     MONUMENTED       NGS
 PD0129  HISTORY     - 1966     GOOD             NGS
 PD0129  HISTORY     - 1978     GOOD             DMA
 PD0129  HISTORY     - 19881201 GOOD             NGS
 PD0129  HISTORY     - 19890125 GOOD
 PD0129
 PD0129                          STATION DESCRIPTION
 PD0129
 PD0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (REP)
 PD0129'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI)
 PD0129'SOUTHWEST OF EAST MACHIAS, 3.2 KM (2.0 MI) EAST-NORTHEAST OF
 PD0129'MACHIAS, 0.2 KM (0.1 MI) NORTH OF THE MACHIAS RIVER AND ON STATE
 PD0129'HIGHWAY RIGHT-OF-WAY.
 PD0129'OWNERSHIP--DEPARTMENT OF TRANSPORTATION, STATION 16 CHILD STREET,
 PD0129'AUGUSTA MAINE 04333, PHONE NO 207-289-2551.
 PD0129'
 PD0129'TO REACH THE STATION FROM THE POST OFFICE IN EAST MACHIAS, GO
 PD0129'SOUTHWEST ON U.S. HIGHWAY 1 FOR 0.9 KM (0.55 MI) TO A SIDE ROAD
 PD0129'LEFT.  BEAR LEFT AND GO SOUTHWEST FOR 0.9 KM (0.55 MI) TO A FORK,
 PD0129'KEEP LEFT AND GO SOUTH FOR 0.6 KM (0.35 MI) TO A RAILROAD CROSSING
 PD0129'AND STATION JUST BEYOND AND ON THE RIGHT.
 PD0129'
 PD0129'THE STATION IS A STANDARD CGS DISK
 PD0129'STAMPED---L 94 1942---,
 PD0129'SET INTO ROCK OUTCROP, LOCATED
 PD0129'100.3 METERS (329 FT) NORTH-NORTHWEST FROM THE NORTHWEST END OF THE
 PD0129'NORTH ABUTMENT OF A BRIDGE OVER THE MACHIAS RIVER,
 PD0129'38.4 METERS (126 FT) SOUTH-SOUTHWEST FROM RAILROAD MILE POST NUMBER
 PD0129'P228, 28.0 METERS (91.9 FT) WEST FROM THE CENTER OF THE PAVED ROAD,
 PD0129'26.49 METERS (86.9 FT) SOUTHEAST FROM THE SOUTHEAST RAIL AND
 PD0129'23.00 METERS (75.5 FT) WEST-SOUTHWEST FROM A UTILITY POLE.
 PD0129'
 PD0129'SOUTHEAST MAINE SUBSIDENCE NETWORK, AUGUST 1986.
 PD0129'
 PD0129'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 PD0129'
 PD0129'DESCRIBED BY R.T. WOODRUFF.
 PD0129
 PD0129                          STATION RECOVERY (1966)
 PD0129
 PD0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 PD0129'2.4 MI E FROM MACHIAS.
 PD0129'2.4 MILES EAST ALONG THE MAINE CENTRAL RAILROAD FROM THE STATION
 PD0129'AT MACHIAS, 223 FEET SOUTHWEST OF THE CENTER OF THE CROSSING
 PD0129'OF A NORTH-SOUTH BLACK TOPPED ROAD, 87 FEET SOUTHEAST OF THE
 PD0129'SOUTHEAST RAIL OF THE MAIN TRACK, 45 FEET WEST OF THE CENTER
 PD0129'LINE OF THE ROAD, 126 FEET SOUTH-SOUTHWEST OF MILEPOST C42/P228,
 PD0129'ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK AND IN THE TOP OF THE
 PD0129'HIGHEST POINT OF A 4-BY-6-FOOT EXPOSED PORTION OF A ROCK
 PD0129'OUTCROP THAT IS FLUSH WITH THE GROUND.  ALSO 1.8 MILES SOUTHWEST
 PD0129'ALONG THE MAINE CENTRAL RAILROAD FROM THE CROSSING OF U.S. HIGHWAY
 PD0129'1 AT EAST MACHIAS.
 PD0129
 PD0129                          STATION RECOVERY (1978)
 PD0129
 PD0129'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PD0129'RECOVERED IN GOOD CONDITION.
 PD0129
 PD0129                          STATION RECOVERY (1988)
 PD0129
 PD0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 PD0129'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW AND COMPLETE
 PD0129'DESCRIPTION FOLLOWS.
 PD0129'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) SOUTHEAST OF EAST
 PD0129'MACHIAS, 3.2 KM (2.00 MI) EAST-NORTHEAST OF MACHIAS, 0.2 KM (0.10 MI)
 PD0129'NORTH OF THE MACHIAS RIVER AND ON STATE HIGHWAY RIGHT-OF-WAY.
 PD0129'OWNERSHIP--DEPARTMENT OF TRANSPORTATION, STATION 16, CHILD STREET,
 PD0129'AUGUSTA ME 04333.  PHONE 207-289-2551.
 PD0129'TO REACH THE STATION FROM THE U.S. POST OFFICE IN EAST MACHIAS, GO
 PD0129'SOUTHEAST ON U.S. HIGHWAY 1 FOR 0.9 KM (0.55 MI) TO A SIDE ROAD LEFT.
 PD0129'BEAR LEFT AND GO SOUTHWEST FOR 0.9 KM (0.55 MI) TO A FORK.  KEEP LEFT
 PD0129'AND GO SOUTH FOR 0.6 KM (0.35 MI) TO A RAILROAD CROSSING AND STATION
 PD0129'JUST BEYOND ON THE RIGHT.
 PD0129'THE STATION IS A STANDARD CGS BENCHMARK DISK SET INTO A ROCK OUTCROP.
 PD0129'LOCATED 100.3 M (329.1 FT) NORTH-NORTHWEST FROM THE NORTHWEST END OF
 PD0129'THE NORTH ABUTMENT OF A BRIDGE OVER THE MACHIAS RIVER, 38.4 M
 PD0129'(126.0 FT) SOUTH-SOUTHWEST FROM RAILROAD MILE POST NUMBER P228, 28.0 M
 PD0129'(91.9 FT) WEST FROM THE CENTER OF THE PAVED ROAD, 26.49 M (86.9 FT)
 PD0129'SOUTHEAST FROM THE SOUTHEAST RAIL, 23.0 M (75.5 FT) WEST-SOUTHWEST
 PD0129'FROM A UTILITY POLE AND IN A ROCK OUTCROP FLUSH WITH THE GROUND.
 PD0129'SOUTHEAST MAINE SUBSIDENCE NETWORK, AUGUST 1986 AND OCTOBER 1988.
 PD0129'DESCRIBED BY R.T. WOODRUFF.
 PD0129
 PD0129                          STATION RECOVERY (1989)
 PD0129
 PD0129'RECOVERED 1989
 PD0129'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0179 ***********************************************************************
 PD0179  DESIGNATION -  L 96
 PD0179  PID         -  PD0179
 PD0179  STATE/COUNTY-  ME/WASHINGTON
 PD0179  USGS QUAD   -  PORCUPINE MOUNTAIN (1987)
 PD0179
 PD0179                         *CURRENT SURVEY CONTROL
 PD0179  ___________________________________________________________________
 PD0179* NAD 83(1986)-  44 57 50.     (N)    067 15 47.     (W)     SCALED    
 PD0179* NAVD 88     -        36.145  (meters)     118.59   (feet)  ADJUSTED  
 PD0179  ___________________________________________________________________
 PD0179  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 PD0179  DYNAMIC HT  -          36.144 (meters)     118.58  (feet)  COMP
 PD0179  MODELED GRAV-     980,590.2   (mgal)                       NAVD 88
 PD0179  OBS GRAVITY -     980,599.6   (mgal)                       GRAV_OBS
 PD0179
 PD0179  VERT ORDER  -  FIRST     CLASS I
 PD0179
 PD0179.The horizontal coordinates were scaled from a topographic map and have
 PD0179.an estimated accuracy of +/- 6 seconds.
 PD0179
 PD0179.The orthometric height was determined by differential leveling
 PD0179.and adjusted by the National Geodetic Survey in June 1991..
 PD0179.WARNING-Repeat measurements at this control monument indicate possible
 PD0179.vertical movement.
 PD0179
 PD0179.The geoid height was determined by GEOID03.
 PD0179
 PD0179.The dynamic height is computed by dividing the NAVD 88
 PD0179.geopotential number by the normal gravity value computed on the
 PD0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0179.degrees latitude (g = 980.6199 gals.).
 PD0179
 PD0179.The modeled gravity was interpolated from observed gravity values.
 PD0179.The observed gravity was obtained from relative gravimeter ties
 PD0179.to the IGSN71 gravity network.
 PD0179
 PD0179;                    North         East    Units  Estimated Accuracy
 PD0179;SPC ME E     -   144,880.      397,580.      MT  (+/- 180 meters Scaled)
 PD0179
 PD0179                          SUPERSEDED SURVEY CONTROL
 PD0179
 PD0179  NGVD 29 (??/??/92)   36.351  (m)          119.26   (f) ADJ UNCH    1 1
 PD0179
 PD0179.Superseded values are not recommended for survey control.
 PD0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0179.See file dsdata.txt to determine how the superseded data were derived.
 PD0179
 PD0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK369804(NAD 83)
 PD0179_MARKER: DB = BENCH MARK DISK
 PD0179_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PD0179_SP_SET: STEP
 PD0179_STAMPING: L 96 1942
 PD0179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PD0179
 PD0179  HISTORY     - Date     Condition        Report By
 PD0179  HISTORY     - 1942     MONUMENTED       CGS
 PD0179  HISTORY     - 1966     GOOD             NGS
 PD0179  HISTORY     - 1978     GOOD             DMA
 PD0179
 PD0179                          STATION DESCRIPTION
 PD0179
 PD0179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PD0179'2.2 MI SW FROM AYRES JCT.
 PD0179'2.2 MILES SOUTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PD0179'CROSSING OF STATE HIGHWAY 214 AT AYERS JCT., ABOUT 0.5 MILE NORTH
 PD0179'OF THE CROSSING OF SHAW MEADOW ROAD, 350 FEET NORTHEAST OF
 PD0179'MILEPOST C18/P252, IN THE TOP OF THE SECOND STEP DOWN FROM HEAD
 PD0179'WALL OF NORTHWEST END OF SOUTHWEST ABUTMENT OF AN 8-FOOT GRANITE
 PD0179'BRIDGE OVER WILSON STREAM, 13.6 FEET NORTHWEST OF THE NORTHWEST
 PD0179'RAIL, AND ABOUT 4 1/2 FEET BELOW THE LEVEL OF THE TRACK.
 PD0179
 PD0179                          STATION RECOVERY (1978)
 PD0179
 PD0179'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PD0179'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0218 ***********************************************************************
 OB0218  DESIGNATION -  L 97
 OB0218  PID         -  OB0218
 OB0218  STATE/COUNTY-  ME/SAGADAHOC
 OB0218  USGS QUAD   -  PHIPPSBURG (1957)
 OB0218
 OB0218                         *CURRENT SURVEY CONTROL
 OB0218  ___________________________________________________________________
 OB0218* NAD 83(1986)-  43 45 16.     (N)    069 48 27.     (W)     SCALED    
 OB0218* NAVD 88     -         5.187  (meters)      17.02   (feet)  ADJUSTED  
 OB0218  ___________________________________________________________________
 OB0218  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 OB0218  DYNAMIC HT  -           5.187 (meters)      17.02  (feet)  COMP
 OB0218  MODELED GRAV-     980,519.8   (mgal)                       NAVD 88
 OB0218
 OB0218  VERT ORDER  -  SECOND    CLASS 0
 OB0218
 OB0218.The horizontal coordinates were scaled from a topographic map and have
 OB0218.an estimated accuracy of +/- 6 seconds.
 OB0218
 OB0218.The orthometric height was determined by differential leveling
 OB0218.and adjusted by the National Geodetic Survey in June 1991..
 OB0218
 OB0218.The geoid height was determined by GEOID03.
 OB0218
 OB0218.The dynamic height is computed by dividing the NAVD 88
 OB0218.geopotential number by the normal gravity value computed on the
 OB0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0218.degrees latitude (g = 980.6199 gals.).
 OB0218
 OB0218.The modeled gravity was interpolated from observed gravity values.
 OB0218
 OB0218;                    North         East    Units  Estimated Accuracy
 OB0218;SPC ME W     -   102,390.      928,930.      MT  (+/- 180 meters Scaled)
 OB0218
 OB0218                          SUPERSEDED SURVEY CONTROL
 OB0218
 OB0218  NGVD 29 (??/??/92)    5.400  (m)           17.72   (f) ADJ UNCH    2 0
 OB0218
 OB0218.Superseded values are not recommended for survey control.
 OB0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0218.See file dsdata.txt to determine how the superseded data were derived.
 OB0218
 OB0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ349449(NAD 83)
 OB0218_MARKER: DB = BENCH MARK DISK
 OB0218_SETTING: 66 = SET IN ROCK OUTCROP
 OB0218_SP_SET: OUTCROP BEDROCK
 OB0218_STAMPING: L 97 1943
 OB0218_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0218+STABILITY: POSITION/ELEVATION WELL
 OB0218_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OB0218+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2005
 OB0218
 OB0218  HISTORY     - Date     Condition        Report By
 OB0218  HISTORY     - 1943     MONUMENTED       CGS
 OB0218  HISTORY     - 1977     GOOD             LOCENG
 OB0218  HISTORY     - 1984     GOOD             USPSQD
 OB0218  HISTORY     - 19910404 GOOD             USPSQD
 OB0218  HISTORY     - 20050407 GOOD             INDIV
 OB0218
 OB0218                          STATION DESCRIPTION
 OB0218
 OB0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 OB0218'2.9 MI SW FROM POPHAM BEACH.
 OB0218'2.9 MILES SOUTHWEST ALONG STATE HIGHWAY 209 FROM THE POST OFFICE AT
 OB0218'POPHAM BEACH, SAGADAHOC COUNTY, 83 FEET SOUTH OF THE JUNCTION OF A
 OB0218'HARD-SURFACED ROAD LEADING WEST TO SMALL POINT, 53 FEET SOUTHEAST OF
 OB0218'THE CENTER LINE OF THE HIGHWAY, 38.6 FEET SOUTH OF POLE 5-379, IN THE
 OB0218'TOP OF AN OUTCROP OF BEDROCK, AND ABOUT 5 FEET HIGHER THAN THE ROAD. A
 OB0218'STANDARD DISK, STAMPED L 97 1943.
 OB0218
 OB0218                          STATION RECOVERY (1977)
 OB0218
 OB0218'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 OB0218'RECOVERED IN GOOD CONDITION.
 OB0218
 OB0218                          STATION RECOVERY (1984)
 OB0218
 OB0218'RECOVERY NOTE BY US POWER SQUADRON 1984
 OB0218'RECOVERED IN GOOD CONDITION.
 OB0218
 OB0218                          STATION RECOVERY (1991)
 OB0218
 OB0218'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OB0218'RECOVERED IN GOOD CONDITION.
 OB0218
 OB0218                          STATION RECOVERY (2005)
 OB0218
 OB0218'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JJR)
 OB0218'THE STATION WAS RECOVERED IN EXCELLENT CONDITION.  IT IS SURROUNDED BY
 OB0218'TWO OR THREE LARGE EVERGREENS WHICH MAY MAKE GPS OBSERVATIONS
 OB0218'DIFFICULT OR IMPOSSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0485 ***********************************************************************
 OC0485  DESIGNATION -  L 99
 OC0485  PID         -  OC0485
 OC0485  STATE/COUNTY-  ME/YORK
 OC0485  USGS QUAD   -  YORK HARBOR (1993)
 OC0485
 OC0485                         *CURRENT SURVEY CONTROL
 OC0485  ___________________________________________________________________
 OC0485* NAD 83(1986)-  43 07 34.     (N)    070 38 51.     (W)     SCALED    
 OC0485* NAVD 88     -         5.859  (meters)      19.22   (feet)  ADJUSTED  
 OC0485  ___________________________________________________________________
 OC0485  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 OC0485  DYNAMIC HT  -           5.858 (meters)      19.22  (feet)  COMP
 OC0485  MODELED GRAV-     980,466.9   (mgal)                       NAVD 88
 OC0485
 OC0485  VERT ORDER  -  SECOND    CLASS 0
 OC0485
 OC0485.The horizontal coordinates were scaled from a topographic map and have
 OC0485.an estimated accuracy of +/- 6 seconds.
 OC0485
 OC0485.The orthometric height was determined by differential leveling
 OC0485.and adjusted by the National Geodetic Survey in June 1991..
 OC0485
 OC0485.The geoid height was determined by GEOID03.
 OC0485
 OC0485.The dynamic height is computed by dividing the NAVD 88
 OC0485.geopotential number by the normal gravity value computed on the
 OC0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0485.degrees latitude (g = 980.6199 gals.).
 OC0485
 OC0485.The modeled gravity was interpolated from observed gravity values.
 OC0485
 OC0485;                    North         East    Units  Estimated Accuracy
 OC0485;SPC ME W     -    32,640.      860,870.      MT  (+/- 180 meters Scaled)
 OC0485
 OC0485                          SUPERSEDED SURVEY CONTROL
 OC0485
 OC0485  NGVD 29 (??/??/92)    6.092  (m)           19.99   (f) ADJ UNCH    2 0
 OC0485
 OC0485.Superseded values are not recommended for survey control.
 OC0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0485.See file dsdata.txt to determine how the superseded data were derived.
 OC0485
 OC0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH659761(NAD 83)
 OC0485_MARKER: DB = BENCH MARK DISK
 OC0485_SETTING: 80 = SET IN A BOULDER
 OC0485_SP_SET: BOULDER
 OC0485_STAMPING: L 99 1943
 OC0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC0485+STABILITY: SURFACE MOTION
 OC0485
 OC0485  HISTORY     - Date     Condition        Report By
 OC0485  HISTORY     - 1943     MONUMENTED       CGS
 OC0485  HISTORY     - 1976     MARK NOT FOUND   NGS
 OC0485  HISTORY     - 1988     GOOD             USPSQD
 OC0485  HISTORY     - 1989     GOOD             USPSQD
 OC0485
 OC0485                          STATION DESCRIPTION
 OC0485
 OC0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 OC0485'AT YORK HARBOR.
 OC0485'AT YORK HARBOR, YORK COUNTY, ON U.S. HIGHWAY 1A, ACROSS YORK
 OC0485'RIVER FROM YORK HARBOR, AT THE POINT WHERE THE HIGHWAY TURNS
 OC0485'SHARPLY TO THE RIGHT AFTER CROSSING THE LAST WOODEN BRIDGE OF
 OC0485'YORK RIVER, 101 FEET SOUTH OF THE BRIDGE, 15 FEET SOUTHWEST OF A
 OC0485'GRAVEL ROAD LEADING UP A HILL, IN AN OUTCROPPING BOULDER, AND
 OC0485'ABOUT 3 FEET HIGHER THAN THE ROAD.
 OC0485
 OC0485                          STATION RECOVERY (1976)
 OC0485
 OC0485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0485'MARK NOT FOUND.
 OC0485
 OC0485                          STATION RECOVERY (1988)
 OC0485
 OC0485'RECOVERY NOTE BY US POWER SQUADRON 1988 (RSR)
 OC0485'RECOVERED IN GOOD CONDITION.
 OC0485
 OC0485                          STATION RECOVERY (1989)
 OC0485
 OC0485'RECOVERY NOTE BY US POWER SQUADRON 1989 (RSR)
 OC0485'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1154 ***********************************************************************
 QF1154  DESIGNATION -  L IBC
 QF1154  PID         -  QF1154
 QF1154  STATE/COUNTY-  ME/WASHINGTON
 QF1154  USGS QUAD   -  KELLEYLAND (1988)
 QF1154
 QF1154                         *CURRENT SURVEY CONTROL
 QF1154  ___________________________________________________________________
 QF1154* NAD 83(1996)-  45 21 37.59171(N)    067 26 01.30002(W)     ADJUSTED  
 QF1154* NAVD 88     -        64.     (meters)     210.     (feet)  SCALED    
 QF1154  ___________________________________________________________________
 QF1154  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 QF1154  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 QF1154
 QF1154  HORZ ORDER  -  THIRD
 QF1154
 QF1154.The horizontal coordinates were established by classical geodetic methods
 QF1154.and adjusted by the National Geodetic Survey in March 1998..
 QF1154
 QF1154.The orthometric height was scaled from a topographic map.
 QF1154
 QF1154.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1154
 QF1154.The geoid height was determined by GEOID03.
 QF1154
 QF1154;                    North         East     Units Scale Factor Converg.
 QF1154;SPC ME E     -   188,750.503   383,537.609   MT  0.99998578   +0 45 31.6
 QF1154;UTM  19      - 5,024,185.452   622,672.217   MT  0.99978502   +1 06 52.7
 QF1154
 QF1154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1154!SPC ME E     -   0.99999370  x   0.99998578  =   0.99997948
 QF1154!UTM  19      -   0.99999370  x   0.99978502  =   0.99977872
 QF1154
 QF1154                          SUPERSEDED SURVEY CONTROL
 QF1154
 QF1154  NAD 83(1992)-  45 21 37.58975(N)    067 26 01.29925(W) AD(       ) 3
 QF1154  NAD 83(1986)-  45 21 37.59369(N)    067 26 01.30707(W) AD(       ) 3
 QF1154  NAD 27      -  45 21 37.33600(N)    067 26 03.29600(W) AD(       ) 3
 QF1154
 QF1154.Superseded values are not recommended for survey control.
 QF1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1154.See file dsdata.txt to determine how the superseded data were derived.
 QF1154
 QF1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2267224185(NAD 83)
 QF1154_MARKER: X = CHISELED CROSS
 QF1154_SETTING: 80 = SET IN A BOULDER
 QF1154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1154+STABILITY: SURFACE MOTION
 QF1154
 QF1154  HISTORY     - Date     Condition        Report By
 QF1154  HISTORY     - 1910     MONUMENTED       IBC
 QF1154
 QF1154                          STATION DESCRIPTION
 QF1154
 QF1154'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (AJB)
 QF1154'ON THE W SIDE OF THE ST CROIX RIVER ABOUT 1000 FEET DOWNSTREAM FROM
 QF1154'HORSE ISLAND AND A LITTLE ABOVE A RATHER SHARP BEND IN THE SHORELINE.
 QF1154'
 QF1154'STATION MARK IS A CROSS CUT IN A ROCK IN THE BUSHES 10 FEET FROM THE
 QF1154'SHORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0603 ***********************************************************************
 QF0603  DESIGNATION -  LA COUTE
 QF0603  PID         -  QF0603
 QF0603  STATE/COUNTY-  ME/WASHINGTON
 QF0603  USGS QUAD   -  VANCEBORO (1988)
 QF0603
 QF0603                         *CURRENT SURVEY CONTROL
 QF0603  ___________________________________________________________________
 QF0603* NAD 83(1996)-  45 35 43.15353(N)    067 26 44.11771(W)     ADJUSTED  
 QF0603* NAVD 88     -       116.     (meters)     381.     (feet)  SCALED    
 QF0603  ___________________________________________________________________
 QF0603  LAPLACE CORR-           2.44  (seconds)                    DEFLEC99
 QF0603  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 QF0603
 QF0603  HORZ ORDER  -  THIRD
 QF0603
 QF0603.The horizontal coordinates were established by classical geodetic methods
 QF0603.and adjusted by the National Geodetic Survey in March 1998..
 QF0603
 QF0603.The orthometric height was scaled from a topographic map.
 QF0603
 QF0603.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0603
 QF0603.The geoid height was determined by GEOID03.
 QF0603
 QF0603;                    North         East     Units Scale Factor Converg.
 QF0603;SPC ME E     -   214,840.189   382,263.293   MT  0.99998317   +0 45 12.0
 QF0603;UTM  19      - 5,050,261.444   621,235.845   MT  0.99978071   +1 06 38.3
 QF0603
 QF0603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0603!SPC ME E     -   0.99998556  x   0.99998317  =   0.99996873
 QF0603!UTM  19      -   0.99998556  x   0.99978071  =   0.99976627
 QF0603
 QF0603|---------------------------------------------------------------------|
 QF0603| PID    Reference Object                     Distance      Geod. Az  |
 QF0603|                                                           dddmmss.s |
 QF0603| QF0601 O MALLEY IBC                        245.264 METERS 07230     |
 QF0603| QF0604 REFERENCE MON 117=LA COUTE           35.759 METERS 29438     |
 QF0603| QF0610 BETULA IBC BIRCH                    APPROX. 0.9 KM 3055319.5 |
 QF0603| QF0605 FLAT TOP                            432.685 METERS 3480528.5 |
 QF0603| CE8912 LA COUTE RM                           6.748 METERS 35342     |
 QF0603|---------------------------------------------------------------------|
 QF0603
 QF0603                          SUPERSEDED SURVEY CONTROL
 QF0603
 QF0603  NAD 83(1992)-  45 35 43.14963(N)    067 26 44.11482(W) AD(       ) 3
 QF0603  NAD 83(1986)-  45 35 43.15406(N)    067 26 44.12535(W) AD(       ) 3
 QF0603  NAD 27      -  45 35 42.92300(N)    067 26 46.13300(W) AD(       ) 3
 QF0603
 QF0603.Superseded values are not recommended for survey control.
 QF0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0603.See file dsdata.txt to determine how the superseded data were derived.
 QF0603
 QF0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2123650261(NAD 83)
 QF0603_MARKER: DD = SURVEY DISK
 QF0603_SETTING: 80 = SET IN A BOULDER
 QF0603_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF0603
 QF0603  HISTORY     - Date     Condition        Report By
 QF0603  HISTORY     - 1946     MONUMENTED       IBC
 QF0603  HISTORY     - 1955     GOOD             IBC
 QF0603
 QF0603                          STATION DESCRIPTION
 QF0603
 QF0603'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF0603'ON THE BEACH AT LA COUTE POINT ON THE W SHORE OF SPEDNIK LAKE, ABOUT
 QF0603'2 MILES ABOVE VANCEBORO, ME.  IT IS ABOUT THE CENTER OF THE
 QF0603'ROUNDING POINT, 40 FEET DOWNSTREAM FROM THE EXTREME POINT AT LOW
 QF0603'WATER, 25 FEET INSIDE LOW - WATER LINE, 35 FEET OUTSIDE THE TREE AND
 QF0603'HIGH - WATER LINE, AND 3 FEET BELOW HIGH WATER.  IT IS DIRECTLY OUT
 QF0603'FROM THE SUMMER COTTAGE CALLED---SAMARKAND CAMP---, AND 117.318 FEET
 QF0603'FROM REFERENCE MONUMENT 117.
 QF0603'
 QF0603'STATION MARK IS AN IBC BRONZE STATION DISK SET IN A DRILL HOLE IN
 QF0603'AN OUTCROPPING ROCK 2 BY 2 FEET AND 2 FEET HIGH.
 QF0603'
 QF0603'REFERENCE MARK IS A DRILL HOLE IN A SOLID OUTCROPPING ROCK 3 BY 6
 QF0603'FEET AND 6 INCHES ABOVE THE BEACH, 22.14 FEET N OF THE STATION.
 QF0603
 QF0603                          STATION RECOVERY (1955)
 QF0603
 QF0603'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF0603'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0736 ***********************************************************************
 RF0736  DESIGNATION -  LABBE
 RF0736  PID         -  RF0736
 RF0736  STATE/COUNTY-  ME/AROOSTOOK
 RF0736  USGS QUAD   -  ISLAND POND (1985)
 RF0736
 RF0736                         *CURRENT SURVEY CONTROL
 RF0736  ___________________________________________________________________
 RF0736* NAD 83(1996)-  46 59 42.29477(N)    068 40 56.42671(W)     ADJUSTED  
 RF0736* NAVD 88     -       408.5    (meters)    1340.     (feet)  VERTCON   
 RF0736  ___________________________________________________________________
 RF0736  LAPLACE CORR-           4.78  (seconds)                    DEFLEC99
 RF0736  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 RF0736
 RF0736  HORZ ORDER  -  SECOND
 RF0736
 RF0736.The horizontal coordinates were established by classical geodetic methods
 RF0736.and adjusted by the National Geodetic Survey in March 1998..
 RF0736
 RF0736.The NAVD 88 height was computed by applying the VERTCON shift value to
 RF0736.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RF0736
 RF0736.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0736
 RF0736.The geoid height was determined by GEOID03.
 RF0736
 RF0736;                    North         East     Units Scale Factor Converg.
 RF0736;SPC ME E     -   369,893.364   286,132.008   MT  0.99990236   -0 08 00.0
 RF0736;UTM  19      - 5,204,666.540   524,152.435   MT  0.99960717   +0 13 56.3
 RF0736
 RF0736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0736!SPC ME E     -   0.99993980  x   0.99990236  =   0.99984216
 RF0736!UTM  19      -   0.99993980  x   0.99960717  =   0.99954699
 RF0736
 RF0736|---------------------------------------------------------------------|
 RF0736| PID    Reference Object                     Distance      Geod. Az  |
 RF0736|                                                           dddmmss.s |
 RF0736| DA5449 LABBE RM 1                           24.185 METERS 08617     |
 RF0736| DA5450 LABBE RM 2                           30.068 METERS 25136     |
 RF0736| SF0439 BLACK                               APPROX.18.8 KM 3495318.9 |
 RF0736|---------------------------------------------------------------------|
 RF0736
 RF0736                          SUPERSEDED SURVEY CONTROL
 RF0736
 RF0736  NAD 83(1992)-  46 59 42.28870(N)    068 40 56.42042(W) AD(       ) 2
 RF0736  NAD 83(1986)-  46 59 42.29469(N)    068 40 56.41917(W) AD(       ) 2
 RF0736  NAD 27      -  46 59 42.15065(N)    068 40 58.25384(W) AD(       ) 2
 RF0736  NGVD 29 (07/19/86)  408.6    (m)         1341.     (f) VERT ANG       
 RF0736
 RF0736.Superseded values are not recommended for survey control.
 RF0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0736.See file dsdata.txt to determine how the superseded data were derived.
 RF0736
 RF0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN2415204667(NAD 83)
 RF0736_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RF0736_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 RF0736_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 RF0736
 RF0736  HISTORY     - Date     Condition        Report By
 RF0736  HISTORY     - 1960     MONUMENTED       CGS
 RF0736
 RF0736                          STATION DESCRIPTION
 RF0736
 RF0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HRL)
 RF0736'STATION IS LOCATED ABOUT 5-1/2 MILES SOUTHWEST OF EAGLE LAKE, ABOUT
 RF0736'4-1/2 MILES NORTHWEST OF THE VILLAGE OF QUIMBY AND ON THE HIGHEST
 RF0736'POINT OF A RIDGE BETWEEN LABBE BROOK AND BUGGY BROOK.  STATION,
 RF0736'A STANDARD DISK CEMENTED IN THE TOP OF A 4 INCH ORANGEBURG-TILE
 RF0736'PIPE AND STAMPED LABBE 1960 IS 32 FEET EAST OF AN OAK TREE WITH
 RF0736'TRIANGLE BLAZE, 18 FEET SOUTHEAST OF AN OAK TREE WITH TRIANGLE
 RF0736'BLAZE AND 4.3 FEET NORTH OF A METAL WITNESS SIGN.  THE PIPE IS
 RF0736'CEMENTED IN THE GROUND AND PROJECTS 12 INCHES.
 RF0736'
 RF0736'TO REACH FROM THE POST OFFICE IN EAGLE LAKE, GO WEST ON SURFACED
 RF0736'ROAD FOR 0.5 MILE TO JUNCTION OF STATE HIGHWAY NO. 11.  TURN LEFT
 RF0736'AND GO SOUTH ON STATE HIGHWAY NO. 11 FOR 1.75 MILES TO SIDE ROAD
 RF0736'RIGHT JUST BEFORE CROSSING BRIDGE.  TURN RIGHT AND GO WESTERLY
 RF0736'ON GRAVEL ROAD FOR 3.3 MILES TO STATE FISH HATCHERY.  TURN LEFT
 RF0736'AND GO SOUTHERLY ON GRAVEL ROAD FOR 0.1 MILE TO FORKS AFTER
 RF0736'CROSSING BRIDGE OVER BIRCH RIVER.  TAKE RIGHT FORK AND GO
 RF0736'SOUTHWEST ON LOGGING ROAD FOR 0.5 MILE TO FORK.  TAKE LEFT
 RF0736'FORK AND GO WESTERLY FOR 0.1 MILE TO FORKS.  TAKE RIGHT FORK
 RF0736'AND GO WEST FOR 0.7 MILE TO SMALL BRIDGE AFTER PASSING CABINS
 RF0736'ON LEFT.  CROSS BRIDGE AND GO SOUTH WEST ON LOGGING ROAD
 RF0736'FOR 0.05 MILE TO FORKS.  TAKE LEFT FORK AND GO SOUTHERLY FOR 0.05
 RF0736'MILE TO WOODS ROAD RIGHT.  TURN RIGHT AND GO WESTERLY ON WOODS
 RF0736'ROAD FOR 0.35 MILE TO FORKS.  TAKE LEFT FORK AND GO 0.1 MILE, BEAR
 RF0736'LEFT AND FOLLOW WOODS ROAD 0.05 MILE TO SUMMIT OF MOUNTAIN AND
 RF0736'STATION AS DESCRIBED.
 RF0736'
 RF0736'REFERENCE MARK NO. 1, A STANDARD DISK CEMENTED IN THE TOP OF A
 RF0736'4 INCH ORANGEBURG TILE PIPE AND STAMPED LABBE NO 1 1960 IS 8 FEET
 RF0736'WEST OF A 36 INCH OAK TREE AND 3 FEET NORTH OF A 6 INCH OAK
 RF0736'TREE.  THE PIPE IS CEMENTED IN THE GROUND AND PROJECTS 12 INCHES.
 RF0736'
 RF0736'REFERENCE MARK NO. 2, A STANDARD DISK CEMENTED IN THE TOP OF A
 RF0736'4 INCH ORANGEBURG TILE PIPE AND STAMPED LABBE NO 2 1960 IS 30-1/2
 RF0736'FEET SOUTH OF THE APPROXIMATE CENTERLINE OF TRACK ROAD, 19 FEET
 RF0736'SOUTH OF AN 8 INCH OAK TREE AND 8 FEET EAST OF A BEECH TREE.  THE
 RF0736'PIPE IS CEMENTED IN THE GROUND AND PROJECTS 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0561 ***********************************************************************
 QF0561  DESIGNATION -  LACEY IBC
 QF0561  PID         -  QF0561
 QF0561  STATE/COUNTY-  ME/WASHINGTON
 QF0561  USGS QUAD   -  VANCEBORO (1988)
 QF0561
 QF0561                         *CURRENT SURVEY CONTROL
 QF0561  ___________________________________________________________________
 QF0561* NAD 83(1996)-  45 34 45.34288(N)    067 25 31.37086(W)     ADJUSTED  
 QF0561* NAVD 88     -       116.     (meters)     381.     (feet)  SCALED    
 QF0561  ___________________________________________________________________
 QF0561  LAPLACE CORR-           3.07  (seconds)                    DEFLEC99
 QF0561  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 QF0561
 QF0561  HORZ ORDER  -  THIRD
 QF0561
 QF0561.The horizontal coordinates were established by classical geodetic methods
 QF0561.and adjusted by the National Geodetic Survey in March 1998..
 QF0561
 QF0561.The orthometric height was scaled from a topographic map.
 QF0561
 QF0561.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0561
 QF0561.The geoid height was determined by GEOID03.
 QF0561
 QF0561;                    North         East     Units Scale Factor Converg.
 QF0561;SPC ME E     -   213,076.506   383,863.750   MT  0.99998644   +0 46 03.2
 QF0561;UTM  19      - 5,048,508.128   622,846.944   MT  0.99978554   +1 07 29.1
 QF0561
 QF0561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0561!SPC ME E     -   0.99998555  x   0.99998644  =   0.99997199
 QF0561!UTM  19      -   0.99998555  x   0.99978554  =   0.99977109
 QF0561
 QF0561|---------------------------------------------------------------------|
 QF0561| PID    Reference Object                     Distance      Geod. Az  |
 QF0561|                                                           dddmmss.s |
 QF0561| QF0559 REFERENCE MON 122=LACEY RM           31.725 METERS 06558     |
 QF0561| QF0553 VARNEY IBC                          194.927 METERS 13526     |
 QF0561| QF0558 NEW PIER IBC                        332.705 METERS 17220     |
 QF0561| QF0560 REFERENCE MON 123                   APPROX. 0.6 KM 1772244.5 |
 QF0561| QF0565 PIERROT IBC                         189.275 METERS 18843     |
 QF0561| QF0575 REFERENCE MON 121=MC GRATH RM       150.387 METERS 23430     |
 QF0561| QF0574 MC GRATH IBC                        129.498 METERS 24728     |
 QF0561| QF0592 REFERENCE MON 120=UCA               APPROX. 0.6 KM 3075330.9 |
 QF0561|---------------------------------------------------------------------|
 QF0561
 QF0561                          SUPERSEDED SURVEY CONTROL
 QF0561
 QF0561  NAD 83(1992)-  45 34 45.33882(N)    067 25 31.36790(W) AD(       ) 3
 QF0561  NAD 83(1986)-  45 34 45.34328(N)    067 25 31.37799(W) AD(       ) 3
 QF0561  NAD 27      -  45 34 45.10526(N)    067 25 33.37624(W) AD(       ) 3
 QF0561
 QF0561.Superseded values are not recommended for survey control.
 QF0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0561.See file dsdata.txt to determine how the superseded data were derived.
 QF0561
 QF0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2284748508(NAD 83)
 QF0561_MARKER: DD = SURVEY DISK
 QF0561_SETTING: 80 = SET IN A BOULDER
 QF0561_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0561+STABILITY: SURFACE MOTION
 QF0561
 QF0561  HISTORY     - Date     Condition        Report By
 QF0561  HISTORY     - 1911     MONUMENTED       IBC
 QF0561  HISTORY     - 1955     GOOD             IBC
 QF0561  HISTORY     - 1972     GOOD             IBC
 QF0561
 QF0561                          STATION DESCRIPTION
 QF0561
 QF0561'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (AJB)
 QF0561'ON THE E SHORE OF SPEDNIK LAKE, 1 MILE N OF VANCEBORO, ON LACEYS
 QF0561'POINT AT THE W SIDE OF THE ENTRANCE TO A LITTLE BAY AND SLOUGH JUST
 QF0561'OPPOSITE THE---LOWER CUTTING AWAY PLACE---.  IT IS ON A ROCK 1.5
 QF0561'METERS LONG AND 0.7 METERS WIDE PROJECTING 0.3 METER ABOVE THE
 QF0561'GROUND.  REFERENCE MONUMENT 122 IS ENE 31.73 METERS DISTANT FROM THE
 QF0561'STATION.
 QF0561'
 QF0561'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE IN THE ROCK.  TWO
 QF0561'LARGE ROCKS TOWARD THE WATER ARE IN LINE WITH THE STATION, THE
 QF0561'NEARER ONE IS MARKED BY A CROSS WITHIN A TRIANGLE CUT IN THE ROCK
 QF0561'12.93 METERS FROM THE STATION.  A CROSS IS CUT IN A ROCK WITH A
 QF0561'SHARP TOP PROJECTING 1 FOOT ABOVE THE GROUND, 4.21 METERS UPLAKE FROM
 QF0561'THE STATION.
 QF0561
 QF0561                          STATION RECOVERY (1955)
 QF0561
 QF0561'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF0561'STATION RECOVERED IN GOOD CONDITION.
 QF0561
 QF0561                          STATION RECOVERY (1972)
 QF0561
 QF0561'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF0561'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1332 ***********************************************************************
 QG1332  DESIGNATION -  LADD
 QG1332  PID         -  QG1332
 QG1332  STATE/COUNTY-  ME/PISCATAQUIS
 QG1332  USGS QUAD   -  SEBEC LAKE EAST (1988)
 QG1332
 QG1332                         *CURRENT SURVEY CONTROL
 QG1332  ___________________________________________________________________
 QG1332* NAD 83(1996)-  45 18 25.53009(N)    069 07 30.90154(W)     ADJUSTED  
 QG1332* NAVD 88     -       206.6    (meters)     678.     (feet)  VERTCON   
 QG1332  ___________________________________________________________________
 QG1332  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 QG1332  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 QG1332
 QG1332  HORZ ORDER  -  FIRST
 QG1332
 QG1332.The horizontal coordinates were established by classical geodetic methods
 QG1332.and adjusted by the National Geodetic Survey in March 1998..
 QG1332
 QG1332.The NAVD 88 height was computed by applying the VERTCON shift value to
 QG1332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QG1332
 QG1332.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1332
 QG1332.The geoid height was determined by GEOID03.
 QG1332
 QG1332;                    North         East     Units Scale Factor Converg.
 QG1332;SPC ME E     -   182,458.859   250,969.950   MT  0.99992955   -0 26 40.2
 QG1332;UTM  19      - 5,017,072.945   490,181.225   MT  0.99960119   -0 05 20.5
 QG1332
 QG1332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1332!SPC ME E     -   0.99997149  x   0.99992955  =   0.99990104
 QG1332!UTM  19      -   0.99997149  x   0.99960119  =   0.99957269
 QG1332
 QG1332|---------------------------------------------------------------------|
 QG1332| PID    Reference Object                     Distance      Geod. Az  |
 QG1332|                                                           dddmmss.s |
 QG1332| QG1333 BARNARD USGS 1941                    53.986 METERS 05148     |
 QG1332| DA5129 LADD RM 1                            48.354 METERS 13025     |
 QG1332| DA5130 LADD RM 2                            15.808 METERS 24134     |
 QG1332| QG1348 BOARSTONE MT FIRE TOWER             APPROX.23.2 KM 2894516.4 |
 QG1332| DA5128 LADD AZ MK                                         3393524.8 |
 QG1332|---------------------------------------------------------------------|
 QG1332
 QG1332                          SUPERSEDED SURVEY CONTROL
 QG1332
 QG1332  NAD 83(1992)-  45 18 25.52858(N)    069 07 30.89248(W) AD(       ) 1
 QG1332  NAD 83(1986)-  45 18 25.53319(N)    069 07 30.90150(W) AD(       ) 1
 QG1332  NAD 27      -  45 18 25.35100(N)    069 07 32.74400(W) AD(       ) 1
 QG1332  NGVD 29 (07/19/86)  206.8    (m)          678.     (f) VERT ANG       
 QG1332
 QG1332.Superseded values are not recommended for survey control.
 QG1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1332.See file dsdata.txt to determine how the superseded data were derived.
 QG1332
 QG1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL9018117073(NAD 83)
 QG1332
 QG1332  HISTORY     - Date     Condition        Report By
 QG1332  HISTORY     - 1941     MONUMENTED       CGS
 QG1332  HISTORY     - 1958     SEE DESCRIPTION  CGS
 QG1332  HISTORY     - 1988     GOOD             USPSQD
 QG1332
 QG1332                          STATION DESCRIPTION
 QG1332
 QG1332'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 QG1332'STATION IS LOCATED BY AIR LINE ABOUT 9.5 MILES NE OF
 QG1332'DOVER-FOXCROFT, 2.2 MILES N OF SEBEC, AND ABOUT 5.5 MILES WSW
 QG1332'OF BROWNVILLE ON PROPERTY OF E.H. LADD.  STATION IS IN A
 QG1332'CULTIVATED FIELD 10 FEET S OF AN E-AND-W FENCE, ABOUT 200 FEET
 QG1332'E OF THE E EDGE OF THE WOODS AND A N-AND-S FENCE, ABOUT 200
 QG1332'YARDS W OF THE CENTER OF THE N-AND-S ROAD, DIRECTLY IN BACK OF
 QG1332'AN OLD HOUSE AND BARN, AND ABOUT 30 FEET S OF THE CENTER LINE
 QG1332'EXTENDED OF AN E-AND-W T-ROAD.  THE DISK IS SET IN A DRILL
 QG1332'HOLE IN A LARGE BOULDER PROTRUDING ABOUT 6 INCHES ABOVE GROUND
 QG1332'AND IS STAMPED LADD 1941.
 QG1332'
 QG1332'THE REFERENCE MARKS ARE STANDARD DISKS WEDGED IN DRILL HOLES
 QG1332'IN BOULDERS IN THE CULTIVATED FIELD S OF THE FENCE.  REFERENCE
 QG1332'MARK NO. 2 IS ABOUT 25 FEET S OF FENCE.
 QG1332'
 QG1332'BARNARD (U.S.G.S.) IS A U.S.G.S. BRONZE DISK SET IN A BOULDER
 QG1332'ABOUT FLUSH WITH GROUND, IN CULTIVATED FIELD NNE OF STATION
 QG1332'AND ABOUT 70 FEET N OF FENCE LINE.
 QG1332'
 QG1332'THE AZIMUTH MARK, A STANDARD DISK WEDGED IN A DRILL HOLE IN
 QG1332'A BOULDER, IS ABOUT 0.1 MILE NW OF STATION, IN FENCE LINE
 QG1332'BETWEEN CULTIVATED FIELD AND TIMBER, ABOUT 200 YARDS W OF A
 QG1332'SHINGLE BARN.
 QG1332'
 QG1332'STATION IS REACHED FROM SEBEC POST OFFICE AND BRIDGE BY GOING
 QG1332'N ON A MACADAM ROAD FOR 0.6 MILE TO A T-ROAD AND SIGN, BARNARD,
 QG1332'WILLIAMSBURG, BOWERBANK, ETC..  THENCE STRAIGHT AHEAD (N) FOR
 QG1332'2.1 MILES TO BARNARD TOWN HALL.  THENCE CONTINUE N ABOUT 0.15
 QG1332'MILE TO A T-ROAD RIGHT (E) AND STATION IS S OF FENCE LINE ABOUT
 QG1332'200 YARDS TO THE W.
 QG1332'
 QG1332'HEIGHT OF LIGHT ABOVE STATION MARK 64 FEET.
 QG1332
 QG1332                          STATION RECOVERY (1958)
 QG1332
 QG1332'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCE)
 QG1332'THE STATION AND ALL MARKS, WITH THE EXCEPTION OF BARNARD (USGS)
 QG1332'BENCH MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  A
 QG1332'THOROUGH SEARCH WAS MADE FOR THE BENCH MARK AND IT IS BELIVED
 QG1332'THE MARK MAY BE LOST.
 QG1332'
 QG1332'A DIFFERENCE WAS FOUND IN THE DIRECTION OF R.M. 2 AND THE
 QG1332'AZIMUTH MARK.  TWO SETS OF OBSERVATIONS WERE TAKEN AND THE
 QG1332'RESULTS MEANED.  ALSO THE APPROXIMATE DISTANCE TO THE AZIMUTH
 QG1332'MARK DID NOT AGREE WITH THE 1941 DISTANCE.
 QG1332'
 QG1332'OBSERVATIONS TAKEN FROM A 64 FOOT TOWER.
 QG1332
 QG1332                          STATION RECOVERY (1988)
 QG1332
 QG1332'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 QG1332'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1052 ***********************************************************************
 PD1052  DESIGNATION -  LADLE
 PD1052  PID         -  PD1052
 PD1052  STATE/COUNTY-  ME/WASHINGTON
 PD1052  USGS QUAD   -  DRISKO ISLAND (1975)
 PD1052
 PD1052                         *CURRENT SURVEY CONTROL
 PD1052  ___________________________________________________________________
 PD1052* NAD 83(1996)-  44 29 03.73756(N)    067 44 20.16698(W)     ADJUSTED  
 PD1052* NAVD 88     -        21.     (meters)      69.     (feet)  SCALED    
 PD1052  ___________________________________________________________________
 PD1052  LAPLACE CORR-           3.66  (seconds)                    DEFLEC99
 PD1052  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 PD1052
 PD1052  HORZ ORDER  -  THIRD
 PD1052
 PD1052.The horizontal coordinates were established by classical geodetic methods
 PD1052.and adjusted by the National Geodetic Survey in March 1998..
 PD1052
 PD1052.The orthometric height was scaled from a topographic map.
 PD1052
 PD1052.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1052
 PD1052.The geoid height was determined by GEOID03.
 PD1052
 PD1052;                    North         East     Units Scale Factor Converg.
 PD1052;SPC ME E     -    91,130.881   360,537.292   MT  0.99994505   +0 31 59.9
 PD1052;UTM  19      - 4,926,446.551   600,278.745   MT  0.99972366   +0 53 01.4
 PD1052
 PD1052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD1052!SPC ME E     -   1.00000039  x   0.99994505  =   0.99994544
 PD1052!UTM  19      -   1.00000039  x   0.99972366  =   0.99972405
 PD1052
 PD1052|---------------------------------------------------------------------|
 PD1052| PID    Reference Object                     Distance      Geod. Az  |
 PD1052|                                                           dddmmss.s |
 PD1052| CE8064 LADLE RM 1                           15.276 METERS 13645     |
 PD1052| PD1050 NASH ISLAND LIGHTHOUSE NEW          APPROX. 2.3 KM 1963700.2 |
 PD1052| CE8065 LADLE RM 2                           11.878 METERS 22216     |
 PD1052| PD1062 NARRAGUAGUS LIGHTHOUSE              APPROX. 8.0 KM 2464608.1 |
 PD1052| PD1066 NORTON ISLAND BEACON                APPROX. 1.6 KM 3002611.6 |
 PD1052|---------------------------------------------------------------------|
 PD1052
 PD1052                          SUPERSEDED SURVEY CONTROL
 PD1052
 PD1052  NAD 83(1992)-  44 29 03.73379(N)    067 44 20.16734(W) AD(       ) 3
 PD1052  NAD 83(1986)-  44 29 03.72997(N)    067 44 20.17101(W) AD(       ) 3
 PD1052  NAD 27      -  44 29 03.44400(N)    067 44 22.18000(W) AD(       ) 3
 PD1052
 PD1052.Superseded values are not recommended for survey control.
 PD1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1052.See file dsdata.txt to determine how the superseded data were derived.
 PD1052
 PD1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK0027926447(NAD 83)
 PD1052
 PD1052  HISTORY     - Date     Condition        Report By
 PD1052  HISTORY     - 1945     MONUMENTED       CGS
 PD1052
 PD1052                          STATION DESCRIPTION
 PD1052
 PD1052'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (FLP)
 PD1052'STATION IS LOCATED ON THE LADLE WHICH IS APPROXIMATELY 3/4 MILE
 PD1052'S OF CAPE SPLIT.  MARK IS ABOUT 6 METERS S OF HIGHEST PART OB
 PD1052'ISLAND, 2 FEET LOWER THAN HIGHEST PART, AND APPROXIMATELY IN
 PD1052'CENTER OF A SMALL DARK DIRT AREA.  STATION WILL PROBABLY BE
 PD1052'COVERED, BUT CAN BE EASILY FOUND BY USE OF REFERENCE MARKS WHICH
 PD1052'ARE ON OPEN LEDGES.
 PD1052'
 PD1052'MARK IS A BRONZE STATION DISK SET IN DRILL HOLE IN OUTCROPPING
 PD1052'BEDROCK.
 PD1052'
 PD1052'REFERENCE MARK 1, A BRONZE REFERENCE DISK, IS ON HIGH PART OF
 PD1052'ROCK OUTCROP TO THE W, AND REFERENCE MARK 2, A BRONZE REFERENCE
 PD1052'DISK, IS AT S END OF ROCK OUTCROP TO S.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1530 ***********************************************************************
 PE1530  DESIGNATION -  LAFLUER RM 1
 PE1530  PID         -  PE1530
 PE1530  STATE/COUNTY-  ME/KENNEBEC
 PE1530  USGS QUAD   -  WATERVILLE (1982)
 PE1530
 PE1530                         *CURRENT SURVEY CONTROL
 PE1530  ___________________________________________________________________
 PE1530* NAD 83(1986)-  44 32 24.     (N)    069 40 09.     (W)     SCALED    
 PE1530* NAVD 88     -       100.091  (meters)     328.38   (feet)  ADJUSTED  
 PE1530  ___________________________________________________________________
 PE1530  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 PE1530  DYNAMIC HT  -         100.084 (meters)     328.36  (feet)  COMP
 PE1530  MODELED GRAV-     980,550.1   (mgal)                       NAVD 88
 PE1530
 PE1530  VERT ORDER  -  SECOND    CLASS I
 PE1530
 PE1530.This mark is at Waterville Robert Lafleur Airport (WVL)
 PE1530
 PE1530.The horizontal coordinates were scaled from a topographic map and have
 PE1530.an estimated accuracy of +/- 6 seconds.
 PE1530
 PE1530.The orthometric height was determined by differential leveling
 PE1530.and adjusted by the National Geodetic Survey in June 1991..
 PE1530
 PE1530.The geoid height was determined by GEOID03.
 PE1530
 PE1530.The dynamic height is computed by dividing the NAVD 88
 PE1530.geopotential number by the normal gravity value computed on the
 PE1530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1530.degrees latitude (g = 980.6199 gals.).
 PE1530
 PE1530.The modeled gravity was interpolated from observed gravity values.
 PE1530
 PE1530;                    North         East    Units  Estimated Accuracy
 PE1530;SPC ME W     -   189,740.      939,540.      MT  (+/- 180 meters Scaled)
 PE1530
 PE1530                          SUPERSEDED SURVEY CONTROL
 PE1530
 PE1530  NGVD 29 (??/??/92)  100.282  (m)          329.01   (f) ADJ UNCH    2 1
 PE1530
 PE1530.Superseded values are not recommended for survey control.
 PE1530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1530.See file dsdata.txt to determine how the superseded data were derived.
 PE1530
 PE1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK468320(NAD 83)
 PE1530_MARKER: DD = SURVEY DISK
 PE1530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1530_STAMPING: LAFLUER RM-1 1974
 PE1530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1530+STABILITY: SURFACE MOTION
 PE1530
 PE1530  HISTORY     - Date     Condition        Report By
 PE1530  HISTORY     - 1974     MONUMENTED       MEDT
 PE1530  HISTORY     - 19951005 MARK NOT FOUND   CHANCE
 PE1530
 PE1530                          STATION DESCRIPTION
 PE1530
 PE1530'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 PE1530'AT LAFLUER ARPT.
 PE1530'A DISK SET FLUSH IN THE TOP OF A CYLINDRICAL CONCRETE POST, FLUSH
 PE1530'WITH THE GROUND ALONG THE EASTERLY EDGE OF THE WOODS LINE, 67.15
 PE1530'FEET SOUTHEAST OF THE STATION MARK, AT THE CAPTAIN LA FLUER
 PE1530'AIRPORT IN WATERVILLE, 162.0 FEET WEST OF THE WEST EDGE OF THE
 PE1530'NORTH-SOUTH RUNWAY 4.4 FEET EAST OF A METAL WITNESS POST.  DISK
 PE1530'IS ALSO 101.68 FEET SOUTHEASTERLY FROM LAFLUER RM-2.
 PE1530
 PE1530                          STATION RECOVERY (1995)
 PE1530
 PE1530'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KB)
 PE1530'NOT FOUND.  APPROXIMATELY 20 FT (6.1 M) OF GRADING HAS OCCURRED IN THE
 PE1530'AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1529 ***********************************************************************
 PE1529  DESIGNATION -  LAFLUER RM 2
 PE1529  PID         -  PE1529
 PE1529  STATE/COUNTY-  ME/KENNEBEC
 PE1529  USGS QUAD   -  WATERVILLE (1982)
 PE1529
 PE1529                         *CURRENT SURVEY CONTROL
 PE1529  ___________________________________________________________________
 PE1529* NAD 83(1986)-  44 32 23.     (N)    069 40 08.     (W)     SCALED    
 PE1529* NAVD 88     -        99.147  (meters)     325.28   (feet)  ADJUSTED  
 PE1529  ___________________________________________________________________
 PE1529  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 PE1529  DYNAMIC HT  -          99.141 (meters)     325.27  (feet)  COMP
 PE1529  MODELED GRAV-     980,550.1   (mgal)                       NAVD 88
 PE1529
 PE1529  VERT ORDER  -  SECOND    CLASS I
 PE1529
 PE1529.This mark is at Waterville Robert Lafleur Airport (WVL)
 PE1529
 PE1529.The horizontal coordinates were scaled from a topographic map and have
 PE1529.an estimated accuracy of +/- 6 seconds.
 PE1529
 PE1529.The orthometric height was determined by differential leveling
 PE1529.and adjusted by the National Geodetic Survey in June 1991..
 PE1529
 PE1529.The geoid height was determined by GEOID03.
 PE1529
 PE1529.The dynamic height is computed by dividing the NAVD 88
 PE1529.geopotential number by the normal gravity value computed on the
 PE1529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1529.degrees latitude (g = 980.6199 gals.).
 PE1529
 PE1529.The modeled gravity was interpolated from observed gravity values.
 PE1529
 PE1529;                    North         East    Units  Estimated Accuracy
 PE1529;SPC ME W     -   189,700.      939,560.      MT  (+/- 180 meters Scaled)
 PE1529
 PE1529                          SUPERSEDED SURVEY CONTROL
 PE1529
 PE1529  NGVD 29 (??/??/92)   99.339  (m)          325.91   (f) ADJ UNCH    2 1
 PE1529
 PE1529.Superseded values are not recommended for survey control.
 PE1529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1529.See file dsdata.txt to determine how the superseded data were derived.
 PE1529
 PE1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK468320(NAD 83)
 PE1529_MARKER: DD = SURVEY DISK
 PE1529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1529_STAMPING: LAFLUER RM-2 1974
 PE1529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1529+STABILITY: SURFACE MOTION
 PE1529
 PE1529  HISTORY     - Date     Condition        Report By
 PE1529  HISTORY     - 1974     MONUMENTED       MEDT
 PE1529  HISTORY     - 19951005 MARK NOT FOUND   CHANCE
 PE1529
 PE1529                          STATION DESCRIPTION
 PE1529
 PE1529'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 PE1529'AT LAFLUER ARPT.
 PE1529'A DISK SET FLUSH IN THE TOP OF A CYLINDRICAL CONCRETE POST ABOUT
 PE1529'75 FEET WEST OF THE EASTERLY EDGE OF THE WOODS LINE NEAR THE
 PE1529'NORTH END OF THE CAPTAIN LA FLUER AIRPORT IN WATERVILLE, 243.8
 PE1529'FEET WEST OF THE WEST EDGE OF THE NORTH-SOUTH RUNWAY, 1.7 FEET
 PE1529'EAST OF A METAL WITNESS POST AND PROJECTING ABOUT 6 INCHES.
 PE1529'DISK IS 101.68 FEET NORTHWESTERLY FROM LAFLUER RM-1 DESCRIBED
 PE1529'AND 86.83 FEET WEST OF THE STATION MARK DESCRIBED.
 PE1529
 PE1529                          STATION RECOVERY (1995)
 PE1529
 PE1529'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KB)
 PE1529'NOT FOUND.  APPROXIMATELY 20 FT (6.1 M) OF GRADING HAS OCCURRED IN THE
 PE1529'AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0496 ***********************************************************************
 QH0496  DESIGNATION -  LAKE IBC
 QH0496  PID         -  QH0496
 QH0496  STATE/COUNTY-  ME/OXFORD
 QH0496  USGS QUAD   -  MOOSE BOG (1989)
 QH0496
 QH0496                         *CURRENT SURVEY CONTROL
 QH0496  ___________________________________________________________________
 QH0496* NAD 83(1996)-  45 17 40.47504(N)    071 00 31.64488(W)     ADJUSTED  
 QH0496* NAVD 88     -       737.     (meters)    2418.     (feet)  SCALED    
 QH0496  ___________________________________________________________________
 QH0496  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 QH0496  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 QH0496
 QH0496  HORZ ORDER  -  THIRD
 QH0496
 QH0496.The horizontal coordinates were established by classical geodetic methods
 QH0496.and adjusted by the National Geodetic Survey in March 1998..
 QH0496
 QH0496.The orthometric height was scaled from a topographic map.
 QH0496
 QH0496.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0496
 QH0496.The geoid height was determined by GEOID03.
 QH0496
 QH0496;                    North         East     Units Scale Factor Converg.
 QH0496;SPC ME W     -   273,813.238   833,944.557   MT  1.00002029   -0 35 54.8
 QH0496;UTM  19      - 5,017,637.792   342,490.248   MT  0.99990505   -1 25 40.8
 QH0496
 QH0496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0496!SPC ME W     -   0.99988853  x   1.00002029  =   0.99990882
 QH0496!UTM  19      -   0.99988853  x   0.99990505  =   0.99979359
 QH0496
 QH0496:                Primary Azimuth Mark                     Grid Az
 QH0496:SPC ME W     -  NICOLLET                                 036 49 06.6
 QH0496:UTM  19      -  NICOLLET                                 037 38 52.6
 QH0496
 QH0496|---------------------------------------------------------------------|
 QH0496| PID    Reference Object                     Distance      Geod. Az  |
 QH0496|                                                           dddmmss.s |
 QH0496| QH0381 NICOLLET                            APPROX. 2.6 KM 0361311.8 |
 QH0496|---------------------------------------------------------------------|
 QH0496
 QH0496                          SUPERSEDED SURVEY CONTROL
 QH0496
 QH0496  NAD 83(1992)-  45 17 40.47459(N)    071 00 31.64257(W) AD(       ) 3
 QH0496  NAD 83(1992)-  45 17 40.48086(N)    071 00 31.63819(W) AD(       ) 3
 QH0496  NAD 83(1986)-  45 17 40.47894(N)    071 00 31.64087(W) AD(       ) 3
 QH0496  NAD 27      -  45 17 40.31000(N)    071 00 33.38100(W) AD(       ) 3
 QH0496
 QH0496.Superseded values are not recommended for survey control.
 QH0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0496.See file dsdata.txt to determine how the superseded data were derived.
 QH0496
 QH0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL4249017638(NAD 83)
 QH0496_MARKER: DD = SURVEY DISK
 QH0496_SETTING: 80 = SET IN A BOULDER
 QH0496_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QH0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0496+STABILITY: SURFACE MOTION
 QH0496
 QH0496  HISTORY     - Date     Condition        Report By
 QH0496  HISTORY     - 1916     MONUMENTED       IBC
 QH0496
 QH0496                          STATION DESCRIPTION
 QH0496
 QH0496'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1916 (JH)
 QH0496'IN TOWNSHIP 4, RANGE 6, ON A LOW RIDGE THREE - FOURTHS MILE SOUTH OF
 QH0496'BAKER POND AND NORTH OF THE MAGALLOWAY ROAD.  THE STATION IS ON THE
 QH0496'HIGHEST POINT OF THE RIDGE.
 QH0496'
 QH0496'STATION MARK--A BRONZE DISK CEMENTED IN A DRILL HOLE IN A ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1362 ***********************************************************************
 QG1362  DESIGNATION -  LAKE MOXIE
 QG1362  PID         -  QG1362
 QG1362  STATE/COUNTY-  ME/SOMERSET
 QG1362  USGS QUAD   -  MOXIE POND (1988)
 QG1362
 QG1362                         *CURRENT SURVEY CONTROL
 QG1362  ___________________________________________________________________
 QG1362* NAD 83(1996)-  45 20 06.78417(N)    069 51 40.27525(W)     ADJUSTED  
 QG1362* NAVD 88     -       296.30   (+/-2cm)     972.1    (feet)  VERTCON   
 QG1362  ___________________________________________________________________
 QG1362  LAPLACE CORR-           3.00  (seconds)                    DEFLEC99
 QG1362  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 QG1362
 QG1362  HORZ ORDER  -  THIRD
 QG1362  VERT ORDER  -  THIRD ? (See Below)
 QG1362
 QG1362.The horizontal coordinates were established by classical geodetic methods
 QG1362.and adjusted by the National Geodetic Survey in March 1998..
 QG1362
 QG1362.The NAVD 88 height was computed by applying the VERTCON shift value to
 QG1362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QG1362.The vertical order pertains to the NGVD 29 superseded value.
 QG1362
 QG1362.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1362
 QG1362.The geoid height was determined by GEOID03.
 QG1362
 QG1362;                    North         East     Units Scale Factor Converg.
 QG1362;SPC ME W     -   278,030.263   923,944.401   MT  0.99997371   +0 13 02.2
 QG1362;SPC ME E     -   186,295.670   193,313.100   MT  1.00003990   -0 58 05.6
 QG1362;UTM  19      - 5,020,550.638   432,522.217   MT  0.99965598   -0 36 45.1
 QG1362
 QG1362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1362!SPC ME W     -   0.99995748  x   0.99997371  =   0.99993119
 QG1362!SPC ME E     -   0.99995748  x   1.00003990  =   0.99999738
 QG1362!UTM  19      -   0.99995748  x   0.99965598  =   0.99961348
 QG1362
 QG1362:                Primary Azimuth Mark                     Grid Az
 QG1362:SPC ME W     -  LAKE MOXIE AZ MK                         201 31 37.3
 QG1362:SPC ME E     -  LAKE MOXIE AZ MK                         202 42 45.1
 QG1362:UTM  19      -  LAKE MOXIE AZ MK                         202 21 24.6
 QG1362
 QG1362|---------------------------------------------------------------------|
 QG1362| PID    Reference Object                     Distance      Geod. Az  |
 QG1362|                                                           dddmmss.s |
 QG1362| DA5131 LAKE MOXIE AZ MK                                   2014439.5 |
 QG1362| DA5132 LAKE MOXIE RM 1                       6.885 METERS 21417     |
 QG1362| DA5133 LAKE MOXIE RM 2                       5.287 METERS 31321     |
 QG1362|---------------------------------------------------------------------|
 QG1362
 QG1362                          SUPERSEDED SURVEY CONTROL
 QG1362
 QG1362  NAD 83(1992)-  45 20 06.78281(N)    069 51 40.26996(W) AD(       ) 3
 QG1362  NAD 83(1986)-  45 20 06.78486(N)    069 51 40.27828(W) AD(       ) 3
 QG1362  NAD 27      -  45 20 06.59400(N)    069 51 42.07200(W) AD(       ) 3
 QG1362  NGVD 29 (07/19/86)  296.46   (m)          972.6    (f) LEVELING    3  
 QG1362
 QG1362.Superseded values are not recommended for survey control.
 QG1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1362.See file dsdata.txt to determine how the superseded data were derived.
 QG1362
 QG1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL3252220551(NAD 83)
 QG1362_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QG1362_SETTING: 80 = SET IN A BOULDER
 QG1362_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QG1362
 QG1362  HISTORY     - Date     Condition        Report By
 QG1362  HISTORY     - 1955     MONUMENTED       CGS
 QG1362
 QG1362                          STATION DESCRIPTION
 QG1362
 QG1362'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 QG1362'STATION IS LOCATED, AIRLINE, ABOUT 1-1/2 MILES SOUTH SOUTHEAST OF
 QG1362'THE DAM AT THE MOST NORTHERN POINT OF MOXIE POND, 1/4 MILE EAST
 QG1362'OF THE ROAD ALONG THE WEST SIDE OF MOXIE POND AND AT THE WATER
 QG1362'EDGE AT THE SUMMER COTTAGE OF MR. W.H. RULE.
 QG1362'
 QG1362'STATION IS REACHED AS FOLLOWS--FROM THE BRIDGE ACROSS THE KENNEBEC
 QG1362'RIVER AT THE FORKS, GO EAST ON A HARD SURFACED ROAD FOR 5.4 MILES
 QG1362'TO A FORK AT MOXIE COTTAGES ON THE RIGHT.  TURN RIGHT, SOUTHERLY,
 QG1362'AND GO ALONG THE WEST SHORE OF MOXIE POND FOR 1.2 MILES TO
 QG1362'W.H. RULES MAIL BOX AND PARKING AREA ON THE LEFT.  FROM HERE THE
 QG1362'TRAIL LEADS EAST TO THE COTTAGE AND THE STATION.
 QG1362'
 QG1362'STATION MARK, STAMPED LAKE MOXIE 1955, IS A STANDARD DISK CEMENTED
 QG1362'IN A DRILL HOLE IN A BOULDER 6 BY 4 FEET AND PROJECTING 2 FEET
 QG1362'FROM THE WATER LEVEL.  IT IS ABOUT 65 FEET EAST OF THE NORTHEAST
 QG1362'CORNER OF THE COTTAGE.
 QG1362'
 QG1362'REFERENCE MARK NUMBER 1, STAMPED LAKE MOXIE NO 1 1955, IS A
 QG1362'STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER AT THE WATER
 QG1362'EDGE AND PROJECTING 5 FEET FROM THE WATER.  IT IS ABOUT 3 FEET
 QG1362'HIGHER THAN THE STATION, 4 FEET WEST OF THE WATER EDGE AND 30
 QG1362'FEET EAST OF THE SOUTHEAST CORNER OF THE COTTAGE.
 QG1362'
 QG1362'REFERENCE MARK NUMBER 2, STAMPED LAKE MOXIE NO 2 1955, IS A
 QG1362'STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER 4 BY 3 FEET,
 QG1362'PROJECTING 2 FEET AND 2 FEET HIGHER THAN THE STATION.  IT IS
 QG1362'10 FEET FROM THE EDGE OF THE WATER.
 QG1362'
 QG1362'AZIMUTH MARK, STAMPED LAKE MOXIE 1955, IS A STANDARD DISK CEMENTED
 QG1362'IN A DRILL HOLE IN A BOULDER 4 BY 3 FEET AND PROJECTING 3 FEET.  TO
 QG1362'REACH FROM THE STATION, GO SOUTH FROM THE MAIL BOX AND PARKING
 QG1362'AREA FOR 0.25 MILE TO THE FIRST OLD LUMBER CAMP BUILDING ON THE
 QG1362'RIGHT.  THE AZIMUTH MARK IS ABOUT 350 FEET WEST OF THE CENTERLINE
 QG1362'OF THE ROAD, IN A CLEARING UNDER A POWER LINE, 50 FEET SOUTHWEST
 QG1362'OF POWER POLE 113 AND 45 FEET WEST OF THE CENTER OF THE POWER
 QG1362'LINES.
 QG1362'
 QG1362'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0658 ***********************************************************************
 QF0658  DESIGNATION -  LAMBS BLUFF
 QF0658  PID         -  QF0658
 QF0658  STATE/COUNTY-  ME/WASHINGTON
 QF0658  USGS QUAD   -  ROBBINSTON (1977)
 QF0658
 QF0658                         *CURRENT SURVEY CONTROL
 QF0658  ___________________________________________________________________
 QF0658* NAD 83(1996)-  45 05 52.19660(N)    067 07 00.72885(W)     ADJUSTED  
 QF0658* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 QF0658  ___________________________________________________________________
 QF0658  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 QF0658  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 QF0658
 QF0658  HORZ ORDER  -  THIRD
 QF0658
 QF0658.The horizontal coordinates were established by classical geodetic methods
 QF0658.and adjusted by the National Geodetic Survey in March 1998..
 QF0658
 QF0658.The orthometric height was scaled from a topographic map.
 QF0658
 QF0658.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0658
 QF0658.The geoid height was determined by GEOID03.
 QF0658
 QF0658;                    North         East     Units Scale Factor Converg.
 QF0658;SPC ME E     -   159,945.585   408,858.839   MT  1.00004567   +0 58 47.2
 QF0658;UTM  19      - 4,995,543.405   648,166.675   MT  0.99986994   +1 20 02.7
 QF0658
 QF0658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0658!SPC ME E     -   1.00000126  x   1.00004567  =   1.00004693
 QF0658!UTM  19      -   1.00000126  x   0.99986994  =   0.99987120
 QF0658
 QF0658:                Primary Azimuth Mark                     Grid Az
 QF0658:SPC ME E     -  FINIAL CENTER WHITE WT IBC               122 34 15.2
 QF0658:UTM  19      -  FINIAL CENTER WHITE WT IBC               122 12 59.7
 QF0658
 QF0658|---------------------------------------------------------------------|
 QF0658| PID    Reference Object                     Distance      Geod. Az  |
 QF0658|                                                           dddmmss.s |
 QF0658| QF0673 FINIAL CENTER WHITE WT IBC          APPROX. 3.2 KM 1233302.4 |
 QF0658| QF0672 BIOLOGICAL STATION CHIM IBC         APPROX. 3.2 KM 1235627.9 |
 QF0658| QF0669 SOUTH BEACON IBC                    APPROX. 4.9 KM 1342029.6 |
 QF0658| CE8913 LAMBS BLUFF RM 1                     32.137 METERS 27259     |
 QF0658| CE8914 LAMBS BLUFF RM 2                     19.596 METERS 32528     |
 QF0658| QF0684 LITTLE DOCHET                       APPROX. 2.0 KM 3315554.6 |
 QF0658| QF0714 DOCHET ISLAND LH USE FINIAL         APPROX. 3.7 KM 3390830.8 |
 QF0658|---------------------------------------------------------------------|
 QF0658
 QF0658                          SUPERSEDED SURVEY CONTROL
 QF0658
 QF0658  NAD 83(1992)-  45 05 52.19002(N)    067 07 00.72791(W) AD(       ) 3
 QF0658  NAD 83(1986)-  45 05 52.19197(N)    067 07 00.73179(W) AD(       ) 3
 QF0658  NAD 27      -  45 05 51.91400(N)    067 07 02.78200(W) AD(       ) 3
 QF0658
 QF0658.Superseded values are not recommended for survey control.
 QF0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0658.See file dsdata.txt to determine how the superseded data were derived.
 QF0658
 QF0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK4816795543(NAD 83)
 QF0658
 QF0658  HISTORY     - Date     Condition        Report By
 QF0658  HISTORY     - 1909     MONUMENTED       CGS
 QF0658  HISTORY     - 1935     SEE DESCRIPTION  MEGS
 QF0658  HISTORY     - 1973     SEE DESCRIPTION  MEDT
 QF0658
 QF0658                          STATION DESCRIPTION
 QF0658
 QF0658'DESCRIBED BY COAST AND GEODETIC SURVEY 1909 (JEM)
 QF0658'THE STATION IS ON THE W BANK OF THE ST. CROIX RIVER, ABOUT 2
 QF0658'MILES ABOVE JOES POINT, ABOUT 1 MILE ABOVE THE VILLAGE OF
 QF0658'ROBBINSTON, ON THE PROMINENT BLUFF POINT JUST ABOVE BROOKS
 QF0658'COVE.  THIS POINT IS KNOWN AS LAMBS BLUFF AND HILCHIN POINT.  THE
 QF0658'STATION IS IN THE GRASS LAND ABOUT 6 METERS BACK FROM THE EDGE
 QF0658'OF THE BLUFF ON THE PROPERTY OF JAMES LAMB.
 QF0658'
 QF0658'THE STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE IN THE
 QF0658'TOP OF A GRANITE POST 15 CENTIMETERS SQUARE AND 70 CENTIMETERS
 QF0658'LONG, SET WITH ITS TOP FLUSH WITH THE GROUND.  A PINT BOTTLE
 QF0658'FILLED WITH ASHES IS PLACED BENEATH THE POST FOR A SUBSURFACE
 QF0658'MARK.  A CROSS CUT ON A SMALL BOULDER PLACED SLIGHTLY BELOW THE
 QF0658'LEVEL OF THE GROUND 1.5 METERS FROM THE FENCE BETWEEN LAMBS
 QF0658'AND HARVELLS LAND BEARS N 87 DEG 01 MIN W, 32.14 METERS
 QF0658'DISTANT FROM THE STATION.  AND A CROSS WITHIN A TRIANGLE CUT
 QF0658'ON A DOUBLE BIRCH TREE 25 CENTIMETERS IN DIAMETER AND MARKED
 QF0658'WITH NAILS DRIVEN IN THE POINTS OF THE TRIANGLE AND THE
 QF0658'CENTER OF THE CROSS BEARS N 34 DEG 32 MIN W, 19.60 METERS
 QF0658'DISTANT FROM THE STATION.
 QF0658
 QF0658                          STATION RECOVERY (1935)
 QF0658
 QF0658'RECOVERY NOTE BY MAINE GEODETIC SURVEY 1935
 QF0658'THIS STATION WAS RECOVERED AS DESCRIBED.  REFERENCE MARK WHICH
 QF0658'WAS BLAZED IN TREE ALMOST OBLITERATED.  COULD NOT LOCATE OTHER
 QF0658'REFERENCE MARK.
 QF0658
 QF0658                          STATION RECOVERY (1973)
 QF0658
 QF0658'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1973
 QF0658'STATION LAMBS BLUFF DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1872 ***********************************************************************
 PE1872  DESIGNATION -  LAMOINE BEACH BLACK STANDPIPE
 PE1872  PID         -  PE1872
 PE1872  STATE/COUNTY-  ME/HANCOCK
 PE1872  USGS QUAD   -  SALSBURY COVE (1981)
 PE1872
 PE1872                         *CURRENT SURVEY CONTROL
 PE1872  ___________________________________________________________________
 PE1872* NAD 83(1996)-  44 27 08.62840(N)    068 17 52.37502(W)     ADJUSTED  
 PE1872* NAVD 88     -                                                        
 PE1872  ___________________________________________________________________
 PE1872  LAPLACE CORR-           4.86  (seconds)                    DEFLEC99
 PE1872  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 PE1872
 PE1872  HORZ ORDER  -  THIRD
 PE1872
 PE1872.The horizontal coordinates were established by classical geodetic methods
 PE1872.and adjusted by the National Geodetic Survey in March 1998..
 PE1872
 PE1872
 PE1872.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1872
 PE1872.The geoid height was determined by GEOID03.
 PE1872
 PE1872;                    North         East     Units Scale Factor Converg.
 PE1872;SPC ME E     -    87,316.287   316,085.826   MT  0.99990318   +0 08 29.6
 PE1872;UTM  19      - 4,922,361.259   555,862.231   MT  0.99963838   +0 29 30.2
 PE1872
 PE1872                          SUPERSEDED SURVEY CONTROL
 PE1872
 PE1872  NAD 83(1992)-  44 27 08.62279(N)    068 17 52.37370(W) AD(       ) 4
 PE1872  NAD 83(1986)-  44 27 08.62165(N)    068 17 52.37757(W) AD(       ) 4
 PE1872  NAD 27      -  44 27 08.34100(N)    068 17 54.31800(W) AD(       ) 3
 PE1872
 PE1872.Superseded values are not recommended for survey control.
 PE1872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1872.See file dsdata.txt to determine how the superseded data were derived.
 PE1872
 PE1872_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK5586222361(NAD 83)
 PE1872
 PE1872  HISTORY     - Date     Condition        Report By
 PE1872  HISTORY     - 1934     MONUMENTED       CGS
 PE1872  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE1872
 PE1872                          STATION DESCRIPTION
 PE1872
 PE1872'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1872'THE CENTER OF THE LOW, BLACK STANDPIPE AT LAMOINE BEACH ON THE
 PE1872'NORTHERN SHORE OF EASTERN BAY.
 PE1872
 PE1872                          STATION RECOVERY (1944)
 PE1872
 PE1872'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1872'STATION IS LOST.  TANK HAS BEEN REMOVED AND ONLY FOUNDATION REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0286 ***********************************************************************
 OB0286  DESIGNATION -  LAN 1944
 OB0286  PID         -  OB0286
 OB0286  STATE/COUNTY-  ME/KNOX
 OB0286  USGS QUAD   -  MATINICUS (1973)
 OB0286
 OB0286                         *CURRENT SURVEY CONTROL
 OB0286  ___________________________________________________________________
 OB0286* NAD 83(1996)-  43 50 52.55442(N)    068 49 26.15905(W)     ADJUSTED  
 OB0286* NAVD 88     -        17.     (meters)      56.     (feet)  SCALED    
 OB0286  ___________________________________________________________________
 OB0286  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 OB0286  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 OB0286
 OB0286  HORZ ORDER  -  THIRD
 OB0286
 OB0286.The horizontal coordinates were established by classical geodetic methods
 OB0286.and adjusted by the National Geodetic Survey in March 1998..
 OB0286
 OB0286.The orthometric height was scaled from a topographic map.
 OB0286
 OB0286.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0286
 OB0286.The geoid height was determined by GEOID03.
 OB0286
 OB0286;                    North         East     Units Scale Factor Converg.
 OB0286;SPC ME E     -    20,188.905   273,954.893   MT  0.99990834   -0 13 27.9
 OB0286;UTM  19      - 4,854,998.248   514,152.014   MT  0.99960246   +0 07 19.1
 OB0286
 OB0286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0286!SPC ME E     -   1.00000127  x   0.99990834  =   0.99990961
 OB0286!UTM  19      -   1.00000127  x   0.99960246  =   0.99960373
 OB0286
 OB0286:                Primary Azimuth Mark                     Grid Az
 OB0286:SPC ME E     -  MATINICUS ROCK LIGHTHOUSE S              199 26 50.9
 OB0286:UTM  19      -  MATINICUS ROCK LIGHTHOUSE S              199 06 03.9
 OB0286
 OB0286|---------------------------------------------------------------------|
 OB0286| PID    Reference Object                     Distance      Geod. Az  |
 OB0286|                                                           dddmmss.s |
 OB0286| OB0284 MATINICUS ROCK LIGHTHOUSE S         APPROX. 7.6 KM 1991323.0 |
 OB0286| OB0282 NO MANS LAND 1913                   APPROX. 5.5 KM 3175410.6 |
 OB0286|---------------------------------------------------------------------|
 OB0286
 OB0286                          SUPERSEDED SURVEY CONTROL
 OB0286
 OB0286  NAD 83(1992)-  43 50 52.56194(N)    068 49 26.13934(W) AD(       ) 3
 OB0286  NAD 83(1986)-  43 50 52.56516(N)    068 49 26.14607(W) AD(       ) 3
 OB0286  NAD 27      -  43 50 52.27000(N)    068 49 28.03000(W) AD(       ) 3
 OB0286
 OB0286.Superseded values are not recommended for survey control.
 OB0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0286.See file dsdata.txt to determine how the superseded data were derived.
 OB0286
 OB0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ1415254998(NAD 83)
 OB0286
 OB0286  HISTORY     - Date     Condition        Report By
 OB0286  HISTORY     - 1944     MONUMENTED       CGS
 OB0286
 OB0286                          STATION DESCRIPTION
 OB0286
 OB0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLP)
 OB0286'STATION IS ON THE S PART OF WOODENBALL ISLAND, APPROXIMATELY 75
 OB0286'METERS W OF HIGH-WATER LINE ON E SIDE OF ISLAND, 180 METERS N OF
 OB0286'CENTER OF SMALL ISLAND OFF S END OF WOODENBALL ISLAND, AND 541
 OB0286'METERS S OF LARGE OUTSTANDING BOULDER.
 OB0286'
 OB0286'STATION MARK IS A STANDARD TOPOGRAPHIC STATION DISK SET IN A
 OB0286'DRILL HOLE IN OUTCROP OF LEDGE.  DISK IS STAMPED LAN 1944.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1897 ***********************************************************************
 QF1897  DESIGNATION -  LANDING TABLET IBC
 QF1897  PID         -  QF1897
 QF1897  STATE/COUNTY-  ME/AROOSTOOK
 QF1897  USGS QUAD   -  ORIENT (1989)
 QF1897
 QF1897                         *CURRENT SURVEY CONTROL
 QF1897  ___________________________________________________________________
 QF1897* NAD 83(1996)-  45 50 46.83392(N)    067 46 53.44911(W)     ADJUSTED  
 QF1897* NAVD 88     -       133.     (meters)     436.     (feet)  SCALED    
 QF1897  ___________________________________________________________________
 QF1897  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 QF1897  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 QF1897
 QF1897  HORZ ORDER  -  THIRD
 QF1897
 QF1897.The horizontal coordinates were established by classical geodetic methods
 QF1897.and adjusted by the National Geodetic Survey in March 1998..
 QF1897
 QF1897.The orthometric height was scaled from a topographic map.
 QF1897
 QF1897.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1897
 QF1897.The geoid height was determined by GEOID03.
 QF1897
 QF1897;                    North         East     Units Scale Factor Converg.
 QF1897;SPC ME E     -   242,447.735   355,804.563   MT  0.99993827   +0 30 55.8
 QF1897;UTM  19      - 5,077,697.200   594,610.848   MT  0.99971004   +0 52 27.5
 QF1897
 QF1897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1897!SPC ME E     -   0.99998289  x   0.99993827  =   0.99992116
 QF1897!UTM  19      -   0.99998289  x   0.99971004  =   0.99969293
 QF1897
 QF1897                          SUPERSEDED SURVEY CONTROL
 QF1897
 QF1897  NAD 83(1992)-  45 50 46.83157(N)    067 46 53.44825(W) AD(       ) 4
 QF1897  NAD 83(1986)-  45 50 46.83150(N)    067 46 53.45897(W) AD(       ) 4
 QF1897  NAD 27      -  45 50 46.63238(N)    067 46 55.43043(W) AD(       ) 3
 QF1897
 QF1897.Superseded values are not recommended for survey control.
 QF1897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1897.See file dsdata.txt to determine how the superseded data were derived.
 QF1897
 QF1897_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9461177697(NAD 83)
 QF1897_MARKER: DD = SURVEY DISK
 QF1897_SETTING: 80 = SET IN A BOULDER
 QF1897_SP_SET: SET IN A DRILL HOLE IN A BOULDER
 QF1897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1897+STABILITY: SURFACE MOTION
 QF1897
 QF1897  HISTORY     - Date     Condition        Report By
 QF1897  HISTORY     - 1912     MONUMENTED       IBC
 QF1897  HISTORY     - 1955     GOOD             IBC
 QF1897  HISTORY     - 1972     GOOD             IBC
 QF1897
 QF1897                          STATION DESCRIPTION
 QF1897
 QF1897'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (JEM)
 QF1897'ON MONUMENT BROOK, 1.4 MILES ABOVE NORTH LAKE, NEAR THE LOWER END OF
 QF1897'AN OLD CLEARING AT WHAT IS CALLED CROPLEY LANDING.  STATION IS 20
 QF1897'FEET FROM HIGH WATER.  A LARGER ROCK IS 15 FEET UPSTREAM, NEAR CENTER
 QF1897'OF THE CLEARING.
 QF1897'
 QF1897'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE SURROUNDED BY A
 QF1897'TRIANGLE CUT IN A GRANITE BOULDER WHICH IS ABOUT 1 METER LONG, 0.4
 QF1897'METER WIDE, AND 0.3 METER HIGH AS EXPOSED ABOVE THE SURFACE OF THE
 QF1897'GROUND.
 QF1897
 QF1897                          STATION RECOVERY (1955)
 QF1897
 QF1897'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1897'STATION RECOVERED IN GOOD CONDITION.
 QF1897
 QF1897                          STATION RECOVERY (1972)
 QF1897
 QF1897'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1897'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2446 ***********************************************************************
 PE2446  DESIGNATION -  LANE
 PE2446  PID         -  PE2446
 PE2446  STATE/COUNTY-  ME/SAGADAHOC
 PE2446  USGS QUAD   -  RICHMOND (1980)
 PE2446
 PE2446                         *CURRENT SURVEY CONTROL
 PE2446  ___________________________________________________________________
 PE2446* NAD 83(1996)-  44 03 35.86407(N)    069 51 08.15912(W)     ADJUSTED  
 PE2446* NAVD 88     -        46.9    (meters)     154.     (feet)  VERTCON   
 PE2446  ___________________________________________________________________
 PE2446  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 PE2446  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 PE2446
 PE2446  HORZ ORDER  -  SECOND
 PE2446
 PE2446.The horizontal coordinates were established by classical geodetic methods
 PE2446.and adjusted by the National Geodetic Survey in March 1998..
 PE2446
 PE2446.The NAVD 88 height was computed by applying the VERTCON shift value to
 PE2446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PE2446
 PE2446.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2446
 PE2446.The geoid height was determined by GEOID03.
 PE2446
 PE2446;                    North         East     Units Scale Factor Converg.
 PE2446;SPC ME W     -   136,323.766   925,190.601   MT  0.99997447   +0 13 07.1
 PE2446;UTM  19      - 4,878,885.813   431,739.064   MT  0.99965731   -0 35 33.7
 PE2446
 PE2446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2446!SPC ME W     -   0.99999671  x   0.99997447  =   0.99997118
 PE2446!UTM  19      -   0.99999671  x   0.99965731  =   0.99965402
 PE2446
 PE2446:                Primary Azimuth Mark                     Grid Az
 PE2446:SPC ME W     -  LANE AZ MK                               175 33 27.2
 PE2446:UTM  19      -  LANE AZ MK                               176 22 08.0
 PE2446
 PE2446|---------------------------------------------------------------------|
 PE2446| PID    Reference Object                     Distance      Geod. Az  |
 PE2446|                                                           dddmmss.s |
 PE2446| CE8066 LANE AZ MK                                         1754634.3 |
 PE2446| CE8067 LANE RM 1                            20.251 METERS 35654     |
 PE2446|---------------------------------------------------------------------|
 PE2446
 PE2446                          SUPERSEDED SURVEY CONTROL
 PE2446
 PE2446  NAD 83(1992)-  44 03 35.86283(N)    069 51 08.15852(W) AD(       ) 2
 PE2446  NAD 83(1986)-  44 03 35.86815(N)    069 51 08.16344(W) AD(       ) 2
 PE2446  NAD 27      -  44 03 35.59446(N)    069 51 09.99184(W) AD(       ) 2
 PE2446  NGVD 29 (07/19/86)   47.1    (m)          155.     (f) VERT ANG       
 PE2446
 PE2446.Superseded values are not recommended for survey control.
 PE2446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2446.See file dsdata.txt to determine how the superseded data were derived.
 PE2446
 PE2446_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3173978886(NAD 83)
 PE2446_MARKER: DD = SURVEY DISK
 PE2446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE2446_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PE2446
 PE2446  HISTORY     - Date     Condition        Report By
 PE2446  HISTORY     - 1975     MONUMENTED       MEDT
 PE2446  HISTORY     - 19920717 MARK NOT FOUND   USPSQD
 PE2446
 PE2446                          STATION DESCRIPTION
 PE2446
 PE2446'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975 (RCA)
 PE2446'THE STATION IS LOCATED IN THE TOWN OF BOWDOINHAM, ON THE WEST SIDE
 PE2446'OF THE WHITE ROAD, ABOUT 3 MILES SOUTHWEST OF THE TOWN OF
 PE2446'RICHMOND, ABOUT 3 MILES WEST OF SWAN ISLAND, AND ABOUT 2 MILES EAST
 PE2446'OF INTERSTATE HIGHWAY 95.
 PE2446'
 PE2446'TO REACH THE STATION FROM THE U.S. POST OFFICE IN RICHMOND, GO
 PE2446'WEST ON STATE ROUTE NUMBER 197 FOR 1.2 MILES TO A SIDE ROAD ON THE
 PE2446'LEFT, (CARDING MACHINE ROAD), CONTINUE STRAIGHT ON STATE ROUTE
 PE2446'NUMBER 197 FOR 0.95 MILE TO THE WHITE ROAD ON THE LEFT.  TURN
 PE2446'LEFT ONTO THE WHITE ROAD AND PROCEED SOUTH FOR 2.5 MILES TO THE
 PE2446'STATION MARK ON THE RIGHT.
 PE2446'
 PE2446'THE STATION MARK IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 PE2446'DISC SET IN A 12-INCH CONCRETE MONUMENT (CYLINDRICAL), STAMPED LANE
 PE2446'1974.  THE TOP OF THE MONUMENT IS FLUSH WITH THE GROUND.  IT IS
 PE2446'12.5 FEET EAST OF A WOVEN WIRE FENCE, 22.2 FEET WEST OF THE
 PE2446'CENTERLINE OF THE WHITE ROAD, 84.5 FEET NORTHWEST OF POWER POLE
 PE2446'NUMBER 63/J, AND 4.8 FEET EAST OF A METAL WITNESS POST.
 PE2446'
 PE2446'THE AZIMUTH MARK IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 PE2446'DISC SET IN A 12-INCH CYLINDRICAL CONCRETE MONUMENT, STAMPED AZ MK
 PE2446'LANE 1974.  THE TOP OF THE MONUMENT IS FLUSH WITH THE GROUND, IT
 PE2446'IS 11.0 FEET EAST OF A WOVEN WIRE FENCE, 22.2 FEET WEST OF THE
 PE2446'CENTERLINE OF THE WHITE ROAD, 4.0 FEET NORTH OF TELEPHONE POLE
 PE2446'NUMBER 221/551, AND 92.1 FEET SOUTHWEST OF TELEPHONE POLE
 PE2446'NUMBER 552.
 PE2446'
 PE2446'REFERENCE MARK 1 IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 PE2446'DISC SET IN THE TOP OF A CYLINDRICAL CONCRETE POST, STAMPED RM 1
 PE2446'LANE 1974, IT IS FLUSH WITH THE GROUND, 11.0 FEET EAST OF A WOVEN
 PE2446'WIRE FENCE, 24.0 FEET WEST OF THE CENTERLINE OF THE WHITE ROAD,
 PE2446'145.6 FEET NORTHWEST OF POWER POLE NUMBER 63/J.
 PE2446'
 PE2446'TO REACH THE AZIMUTH MARK, FROM THE STATION, CONTINUE SOUTH ON
 PE2446'THE WHITE ROAD FOR 0.35 MILE TO THE TELEPHONE CABLE CROSSING AND
 PE2446'THE AZIMUTH MARK ON THE RIGHT.
 PE2446'
 PE2446'ONLY ONE REFERENCE MARK WAS ESTABLISHED AT THIS TIME.
 PE2446'
 PE2446'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 PE2446
 PE2446                          STATION RECOVERY (1992)
 PE2446
 PE2446'RECOVERY NOTE BY US POWER SQUADRON 1992 (AMW)
 PE2446'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0701 ***********************************************************************
 QF0701  DESIGNATION -  LANE 1866
 QF0701  PID         -  QF0701
 QF0701  STATE/COUNTY-  ME/WASHINGTON
 QF0701  USGS QUAD   -  DEVILS HEAD (1977)
 QF0701
 QF0701                         *CURRENT SURVEY CONTROL
 QF0701  ___________________________________________________________________
 QF0701* NAD 83(1996)-  45 09 31.95521(N)    067 13 01.13912(W)     ADJUSTED  
 QF0701* NAVD 88     -        93.     (meters)     305.     (feet)  SCALED    
 QF0701  ___________________________________________________________________
 QF0701  LAPLACE CORR-           4.11  (seconds)                    DEFLEC99
 QF0701  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 QF0701
 QF0701  HORZ ORDER  -  THIRD
 QF0701
 QF0701.The horizontal coordinates were established by classical geodetic methods
 QF0701.and adjusted by the National Geodetic Survey in March 1998..
 QF0701
 QF0701.The orthometric height was scaled from a topographic map.
 QF0701
 QF0701.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0701
 QF0701.The geoid height was determined by GEOID03.
 QF0701
 QF0701;                    North         East     Units Scale Factor Converg.
 QF0701;SPC ME E     -   166,599.113   400,871.739   MT  1.00002507   +0 54 35.3
 QF0701;UTM  19      - 5,002,146.204   640,140.005   MT  0.99984148   +1 15 52.1
 QF0701
 QF0701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0701!SPC ME E     -   0.99998908  x   1.00002507  =   1.00001415
 QF0701!UTM  19      -   0.99998908  x   0.99984148  =   0.99983056
 QF0701
 QF0701:                Primary Azimuth Mark                     Grid Az
 QF0701:SPC ME E     -  SHORTLAND                                145 29 31.0
 QF0701:UTM  19      -  SHORTLAND                                145 08 14.2
 QF0701
 QF0701|---------------------------------------------------------------------|
 QF0701| PID    Reference Object                     Distance      Geod. Az  |
 QF0701|                                                           dddmmss.s |
 QF0701| QF0690 SHORTLAND                           APPROX. 9.1 KM 1462406.3 |
 QF0701| QF0768 CALAIS BAPTIST CHURCH               APPROX. 5.7 KM 3040918.7 |
 QF0701|---------------------------------------------------------------------|
 QF0701
 QF0701                          SUPERSEDED SURVEY CONTROL
 QF0701
 QF0701  NAD 83(1992)-  45 09 31.94975(N)    067 13 01.13748(W) AD(       ) 3
 QF0701  NAD 83(1986)-  45 09 31.95254(N)    067 13 01.14148(W) AD(       ) 3
 QF0701  NAD 27      -  45 09 31.68800(N)    067 13 03.18600(W) AD(       ) 3
 QF0701
 QF0701.Superseded values are not recommended for survey control.
 QF0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0701.See file dsdata.txt to determine how the superseded data were derived.
 QF0701
 QF0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL4014002146(NAD 83)
 QF0701_MARKER: B = BOLT
 QF0701_SETTING: 66 = SET IN ROCK OUTCROP
 QF0701_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 QF0701_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0701+STABILITY: POSITION/ELEVATION WELL
 QF0701
 QF0701  HISTORY     - Date     Condition        Report By
 QF0701  HISTORY     - 1866     MONUMENTED       CGS
 QF0701  HISTORY     - 1946     SEE DESCRIPTION  CGS
 QF0701
 QF0701                          STATION DESCRIPTION
 QF0701
 QF0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1866 (CHB)
 QF0701'ON THE SUMMIT OF A HILL WHICH IS VARIOUSLY KNOWN AS ELLIOTTS MOUNTAIN,
 QF0701'OR WHIDDEN MOUNTAIN, AND IS LOCATED ABOUT 3-1/2 MILES BELOW CALAIS,
 QF0701'3/4 MILE SW OF MARK POINT, AND ABOUT 1/3 MILE FROM THE S SHORE OF
 QF0701'THE ST CROIX RIVER.  THE MAIN ROAD FROM CALAIS TO EASTPORT IS ABOUT
 QF0701'1/4 MILE N BY W OF THE STATION AND ANOTHER ROAD FORMS A JUNCTION
 QF0701'WITH THE MAIN ROAD AT A DISTANCE OF ABOUT 1/2 MILE TO THE NE.  THE
 QF0701'STATION IS ON A ROUND, ROCKY KNOB AT THE NORTHERN END OF THE MOUNTAIN
 QF0701'AND SEPARATED FROM THE MAIN RIDGE BY A LOWER PASS.  THIS KNOB DROPS
 QF0701'STEEPLY A NUMBER OF FEET ON SW AND NW SIDES AND SLOPES GRADUALLY IN
 QF0701'OTHER DIRECTIONS.  THE LAND BELONGS TO ALBERT WILSON AND IS DENSELY
 QF0701'COVERED BY TIMBER.  THROUGH WHICH LONG LINES OF SIGHT ARE NEEDED TO
 QF0701'SEE IN ANY DIRECTION.
 QF0701'
 QF0701'STATION MARK WAS DESCRIBED AS A COPPER BOLT SET IN A DRILL HOLE IN
 QF0701'THE LEDGE, BUT LOOKS MORE LIKE LEAD POURED IN THE DRILL HOLE UNTIL
 QF0701'LEVEL WITH THE SURFACE OF THE ROCK.  THE PILES OF ROCK HOLD THE GUY
 QF0701'WIRES IN PLACE.
 QF0701
 QF0701                          STATION RECOVERY (1946)
 QF0701
 QF0701'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (NWS)
 QF0701'STATION IS ON THE SUMMIT OF A HILL WHICH IS VARIOUSLY KNOWN AS
 QF0701'ELLIOTTS MOUNTAIN, OR WHIDDEN MOUNTAIN, AND IS LOCATED ABOUT 3-1/2
 QF0701'MILES BELOW CALAIS, 3/4 MILE SW OF MARK POINT, AND ABOUT 1/3 MILE
 QF0701'FROM THE S SHORE OF THE ST. CROIX RIVER.  THE MAIN ROAD FROM
 QF0701'CALAIS TO EASTPORT IS ABOUT 1/4 MILE N BY W OF THE STATION AND
 QF0701'ANOTHER ROAD FORMS A JUNCTION WITH THE MAIN ROAD AT A DISTANCE
 QF0701'OF ABOUT 1/2 MILE TO THE NE.  THE STATION IS ON A ROUND, ROCKY
 QF0701'KNOB AT THE NORTHERN END OF THE MOUNTAIN AND SEPARATED FROM
 QF0701'THE MAIN RIDGE BY A LOWER PASS.  THIS KNOB DROPS STEEPLY A
 QF0701'NUMBER OF FEET ON SW AND NW SIDES AND SLOPES GRADUALLY IN OTHER
 QF0701'DIRECTIONS.  THE LAND BELONGS TO ALBERT WILSON AND IS DENSELY
 QF0701'COVERED BY TIMBER, THROUGH WHICH LONG LINES OF SIGHT ARE NEEDED
 QF0701'TO SEE IN ANY DIRECTION.  STATION MARK WAS DESCRIBED AS A
 QF0701'COPPER BOLT SET IN A DRILL HOLE IN THE LEDGE, BUT LOOKS MORE
 QF0701'LIKE LEAD POURED IN THE DRILL HOLE UNTIL LEVEL WITH THE SURFACE OF
 QF0701'THE ROCK.  THE PILES OF ROCK HOLD THE GUY WIRES IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2077 ***********************************************************************
 PE2077  DESIGNATION -  LANES CAPT HOUSE S CHIMNEY
 PE2077  PID         -  PE2077
 PE2077  STATE/COUNTY-  ME/KNOX
 PE2077  USGS QUAD   -  VINALHAVEN (1988)
 PE2077
 PE2077                         *CURRENT SURVEY CONTROL
 PE2077  ___________________________________________________________________
 PE2077* NAD 83(1996)-  44 02 19.59107(N)    068 50 05.57870(W)     ADJUSTED  
 PE2077* NAVD 88     -                                                        
 PE2077  ___________________________________________________________________
 PE2077  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 PE2077  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 PE2077
 PE2077  HORZ ORDER  -  THIRD
 PE2077
 PE2077.The horizontal coordinates were established by classical geodetic methods
 PE2077.and adjusted by the National Geodetic Survey in March 1998..
 PE2077
 PE2077
 PE2077.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2077
 PE2077.The geoid height was determined by GEOID03.
 PE2077
 PE2077;                    North         East     Units Scale Factor Converg.
 PE2077;SPC ME E     -    41,395.145   273,160.489   MT  0.99990886   -0 13 58.1
 PE2077;UTM  19      - 4,876,192.793   513,229.487   MT  0.99960215   +0 06 53.2
 PE2077
 PE2077                          SUPERSEDED SURVEY CONTROL
 PE2077
 PE2077  NAD 83(1992)-  44 02 19.59728(N)    068 50 05.55878(W) AD(       ) 4
 PE2077  NAD 83(1986)-  44 02 19.60083(N)    068 50 05.56447(W) AD(       ) 4
 PE2077  NAD 27      -  44 02 19.31000(N)    068 50 07.46000(W) AD(       ) 3
 PE2077
 PE2077.Superseded values are not recommended for survey control.
 PE2077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2077.See file dsdata.txt to determine how the superseded data were derived.
 PE2077
 PE2077_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ1322976193(NAD 83)
 PE2077
 PE2077  HISTORY     - Date     Condition        Report By
 PE2077  HISTORY     - UNK      MONUMENTED
 PE2077  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2077  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2077
 PE2077                          STATION DESCRIPTION
 PE2077
 PE2077'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2077'THIS INTERSECTION STATION IS LOST.
 PE2077
 PE2077                          STATION RECOVERY (1943)
 PE2077
 PE2077'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2077'LISTED AS LOST IN 1934.  COMPLETE NEW DESCRIPTION--
 PE2077'
 PE2077'THE ORIGINAL CHIMNEY HAS BEEN TORN DOWN AND A NEW ONE
 PE2077'CONSTRUCTED.  IT IS DOUBTFUL IF THE NEW POSITION IS IN EXACTLY
 PE2077'THE SAME LOCATION.  THE HOUSE IS A WHITE 2-STORY BUILDING, LOCATED
 PE2077'ON THE HIGHEST PART OF THIS SECTION OF THE ISLAND.  THE N CHIMNEY
 PE2077'IS BRICK, THE S CHIMNEY IS STONE, AND THE LOW CHIMNEY ON THE E
 PE2077'WING IS BRICK.  THE S CHIMNEY WAS LOCATED AS THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0304 ***********************************************************************
 OB0304  DESIGNATION -  LARGE HOUSE NORTH CHIMNEY
 OB0304  PID         -  OB0304
 OB0304  STATE/COUNTY-  ME/KNOX
 OB0304  USGS QUAD   -  HEWETT ISLAND (1973)
 OB0304
 OB0304                         *CURRENT SURVEY CONTROL
 OB0304  ___________________________________________________________________
 OB0304* NAD 83(1996)-  43 59 49.97702(N)    069 07 00.32661(W)     ADJUSTED  
 OB0304* NAVD 88     -                                                        
 OB0304  ___________________________________________________________________
 OB0304  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 OB0304  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 OB0304
 OB0304  HORZ ORDER  -  THIRD
 OB0304
 OB0304.The horizontal coordinates were established by classical geodetic methods
 OB0304.and adjusted by the National Geodetic Survey in March 1998..
 OB0304
 OB0304
 OB0304.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0304
 OB0304.The geoid height was determined by GEOID03.
 OB0304
 OB0304;                    North         East     Units Scale Factor Converg.
 OB0304;SPC ME E     -    36,908.238   250,534.836   MT  0.99993008   -0 25 42.3
 OB0304;SPC ME W     -   129,839.976   984,210.530   MT  1.00005385   +0 43 45.6
 OB0304;UTM  19      - 4,871,570.236   490,638.642   MT  0.99960108   -0 04 52.0
 OB0304
 OB0304                          SUPERSEDED SURVEY CONTROL
 OB0304
 OB0304  NAD 83(1992)-  43 59 49.98152(N)    069 07 00.30624(W) AD(       ) 4
 OB0304  NAD 83(1986)-  43 59 49.98561(N)    069 07 00.31313(W) AD(       ) 4
 OB0304  NAD 27      -  43 59 49.70000(N)    069 07 02.15000(W) AD(       ) 3
 OB0304
 OB0304.Superseded values are not recommended for survey control.
 OB0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0304.See file dsdata.txt to determine how the superseded data were derived.
 OB0304
 OB0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ9063971570(NAD 83)
 OB0304
 OB0304  HISTORY     - Date     Condition        Report By
 OB0304  HISTORY     - UNK      MONUMENTED
 OB0304  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0304  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OB0304
 OB0304                          STATION DESCRIPTION
 OB0304
 OB0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0304'THE STATION IS LOST.
 OB0304
 OB0304                          STATION RECOVERY (1943)
 OB0304
 OB0304'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 OB0304'THE ONLY LARGE HOUSE IN THIS VICINITY AT THIS TIME IS THE ROCK
 OB0304'LEDGE INN, WHICH IS AN OLD HOUSE.  THE N CHIMNEY OF THE INN,
 OB0304'WHICH WAS THE HIGHEST CHIMNEY, HAS BEEN DESTROYED.  ACCORDING
 OB0304'TO LOCAL INFORMATION THE OLD CHIMNEY WAS LOCATED ABOUT 6 FEET
 OB0304'S OF THE N END OF THE HOUSE.  THIS SITE WAS LOCATED ON THE
 OB0304'PHOTOGRAPHS BUT SHOULD BE VERIFIED IN THE COMPILATION OFFICE.
 OB0304'
 OB0304'NOTE--ORIGINAL STATION CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2290 ***********************************************************************
 PE2290  DESIGNATION -  LARGE WH HSE GR BLINDS W CHIM
 PE2290  PID         -  PE2290
 PE2290  STATE/COUNTY-  ME/KNOX
 PE2290  USGS QUAD   -  ROCKLAND (1979)
 PE2290
 PE2290                         *CURRENT SURVEY CONTROL
 PE2290  ___________________________________________________________________
 PE2290* NAD 83(1996)-  44 07 27.73018(N)    069 05 36.91229(W)     ADJUSTED  
 PE2290* NAVD 88     -                                                        
 PE2290  ___________________________________________________________________
 PE2290  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 PE2290  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 PE2290
 PE2290  HORZ ORDER  -  THIRD
 PE2290
 PE2290.The horizontal coordinates were established by classical geodetic methods
 PE2290.and adjusted by the National Geodetic Survey in March 1998..
 PE2290
 PE2290
 PE2290.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2290
 PE2290.The geoid height was determined by GEOID03.
 PE2290
 PE2290;                    North         East     Units Scale Factor Converg.
 PE2290;SPC ME E     -    51,021.695   252,494.954   MT  0.99992775   -0 24 47.8
 PE2290;UTM  19      - 4,885,690.695   492,512.457   MT  0.99960069   -0 03 54.6
 PE2290
 PE2290                          SUPERSEDED SURVEY CONTROL
 PE2290
 PE2290  NAD 83(1992)-  44 07 27.73555(N)    069 05 36.89284(W) AD(       ) 4
 PE2290  NAD 83(1986)-  44 07 27.74004(N)    069 05 36.89967(W) AD(       ) 4
 PE2290  NAD 27      -  44 07 27.45000(N)    069 05 38.75000(W) AD(       ) 3
 PE2290
 PE2290.Superseded values are not recommended for survey control.
 PE2290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2290.See file dsdata.txt to determine how the superseded data were derived.
 PE2290
 PE2290_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ9251285691(NAD 83)
 PE2290
 PE2290  HISTORY     - Date     Condition        Report By
 PE2290  HISTORY     - UNK      MONUMENTED
 PE2290  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2290  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2290
 PE2290                          STATION DESCRIPTION
 PE2290
 PE2290'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2290'THE STATION IS LOST.
 PE2290
 PE2290                          STATION RECOVERY (1943)
 PE2290
 PE2290'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2290'LISTED AS LOST IN 1934.  VERIFIED IN 1943.  NO TRACE OF THE HOUSE
 PE2290'OR ITS FOUNDATION COULD BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1719 ***********************************************************************
 QF1719  DESIGNATION -  LARK
 QF1719  PID         -  QF1719
 QF1719  STATE/COUNTY-  ME/WASHINGTON
 QF1719  USGS QUAD   -  FOREST CITY (1988)
 QF1719
 QF1719                         *CURRENT SURVEY CONTROL
 QF1719  ___________________________________________________________________
 QF1719* NAD 83(1996)-  45 40 44.53892(N)    067 44 23.50230(W)     ADJUSTED  
 QF1719* NAVD 88     -       175.     (meters)     574.     (feet)  SCALED    
 QF1719  ___________________________________________________________________
 QF1719  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 QF1719  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 QF1719
 QF1719  HORZ ORDER  -  THIRD
 QF1719
 QF1719.The horizontal coordinates were established by classical geodetic methods
 QF1719.and adjusted by the National Geodetic Survey in March 1998..
 QF1719
 QF1719.The orthometric height was scaled from a topographic map.
 QF1719
 QF1719.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1719
 QF1719.The geoid height was determined by GEOID03.
 QF1719
 QF1719;                    North         East     Units Scale Factor Converg.
 QF1719;SPC ME E     -   223,884.285   359,216.388   MT  0.99994310   +0 32 37.8
 QF1719;UTM  19      - 5,059,159.646   598,137.888   MT  0.99971841   +0 54 05.8
 QF1719
 QF1719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1719!SPC ME E     -   0.99997632  x   0.99994310  =   0.99991942
 QF1719!UTM  19      -   0.99997632  x   0.99971841  =   0.99969474
 QF1719
 QF1719:                Primary Azimuth Mark                     Grid Az
 QF1719:SPC ME E     -  LEA                                      107 20 01.1
 QF1719:UTM  19      -  LEA                                      106 58 33.1
 QF1719
 QF1719|---------------------------------------------------------------------|
 QF1719| PID    Reference Object                     Distance      Geod. Az  |
 QF1719|                                                           dddmmss.s |
 QF1719| QF1711 LEA                                 400.572 METERS 1075238.9 |
 QF1719| QF1611 FOREST IBC 1946                     APPROX. 3.6 KM 1514051.9 |
 QF1719| CE8915 LARK RM                              19.934 METERS 24315     |
 QF1719|---------------------------------------------------------------------|
 QF1719
 QF1719                          SUPERSEDED SURVEY CONTROL
 QF1719
 QF1719  NAD 83(1992)-  45 40 44.53574(N)    067 44 23.50052(W) AD(       ) 3
 QF1719  NAD 83(1986)-  45 40 44.53994(N)    067 44 23.51693(W) AD(       ) 3
 QF1719  NAD 27      -  45 40 44.32200(N)    067 44 25.48400(W) AD(       ) 3
 QF1719
 QF1719.Superseded values are not recommended for survey control.
 QF1719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1719.See file dsdata.txt to determine how the superseded data were derived.
 QF1719
 QF1719_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9813859160(NAD 83)
 QF1719_MARKER: DD = SURVEY DISK
 QF1719_SETTING: 80 = SET IN A BOULDER
 QF1719_SP_SET: SET IN A DRILL HOLE IN A BOULDER
 QF1719
 QF1719  HISTORY     - Date     Condition        Report By
 QF1719  HISTORY     - 1946     MONUMENTED       IBC
 QF1719
 QF1719                          STATION DESCRIPTION
 QF1719
 QF1719'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF1719'IN AN OPEN MEADOW, 6 FEET W OF THE LINE OF ROCKS IN THE OLD STONE
 QF1719'WALL ON W SIDE OF THE ROAD LEADING N FROM FOREST CITY, AND ABOUT
 QF1719'1-1/4 MILES N OF THE CUSTOMS HOUSE THERE.  THE STATION IS 15 FEET S
 QF1719'OF THE LINE OF A FENCE LEADING FROM THE ROAD E TO MUD LAKE.  A
 QF1719'12 - INCH MAPLE IS 15 FEET NE ON THE LINE OF THE OLD WALL.  IN 1955
 QF1719'STUMP ONLY REMAINED OF THE TREE, STATION A LITTLE SOUTH OF A BEND IN
 QF1719'THE ROAD.
 QF1719'
 QF1719'STATION MARK IS AN IBC STATION DISK SET IN A DRILL HOLE IN AN
 QF1719'EMBEDDED ROCK 1 FOOT DIAMETER NEARLY FLUSH WITH GROUND.
 QF1719'
 QF1719'REFERENCE MARK IS A GS OF C REFERENCE DISK SET IN A DRILL HOLE IN A
 QF1719'ROCK 5 BY 7 FEET AND 18 INCHES HIGH, 65.40 FEET W IN THE OPEN FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1030 ***********************************************************************
 PD1030  DESIGNATION -  LARRABEE COVE CHURCH SPIRE
 PD1030  PID         -  PD1030
 PD1030  STATE/COUNTY-  ME/WASHINGTON
 PD1030  USGS QUAD   -  MACHIAS (1977)
 PD1030
 PD1030                         *CURRENT SURVEY CONTROL
 PD1030  ___________________________________________________________________
 PD1030* NAD 83(1996)-  44 40 14.69742(N)    067 23 36.52470(W)     ADJUSTED  
 PD1030* NAVD 88     -                                                        
 PD1030  ___________________________________________________________________
 PD1030  LAPLACE CORR-           5.00  (seconds)                    DEFLEC99
 PD1030  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 PD1030
 PD1030  HORZ ORDER  -  THIRD
 PD1030
 PD1030.The horizontal coordinates were established by classical geodetic methods
 PD1030.and adjusted by the National Geodetic Survey in March 1998..
 PD1030
 PD1030
 PD1030.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1030
 PD1030.The geoid height was determined by GEOID03.
 PD1030
 PD1030;                    North         East     Units Scale Factor Converg.
 PD1030;SPC ME E     -   112,153.662   387,735.191   MT  0.99999463   +0 46 40.7
 PD1030;UTM  19      - 4,947,631.147   627,341.702   MT  0.99979941   +1 07 46.5
 PD1030
 PD1030                          SUPERSEDED SURVEY CONTROL
 PD1030
 PD1030  NAD 83(1992)-  44 40 14.69345(N)    067 23 36.52234(W) AD(       ) 4
 PD1030  NAD 83(1986)-  44 40 14.68947(N)    067 23 36.52479(W) AD(       ) 4
 PD1030  NAD 27      -  44 40 14.41500(N)    067 23 38.56200(W) AD(       ) 3
 PD1030
 PD1030.Superseded values are not recommended for survey control.
 PD1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1030.See file dsdata.txt to determine how the superseded data were derived.
 PD1030
 PD1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK2734247631(NAD 83)
 PD1030
 PD1030  HISTORY     - Date     Condition        Report By
 PD1030  HISTORY     - UNK      MONUMENTED
 PD1030  HISTORY     - 1913     SEE DESCRIPTION  CGS
 PD1030  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD1030
 PD1030                          STATION DESCRIPTION
 PD1030
 PD1030'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 PD1030'THE SPIRE OF THE ONLY CHURCH IN THE VILLAGE OF LARABEE COVE.  ON
 PD1030'THE E SIDE OF THE MAIN ROAD N AND S THROUGH THE TOWN AND NEAR
 PD1030'THE N SIDE OF THE SETTLEMENT.  THE SHORE IS ABOUT 400 METERS TOWARD
 PD1030'THE E AND SE.  THE CUPOLA IS ON THE W END OF THE BUILDING.
 PD1030
 PD1030                          STATION RECOVERY (1946)
 PD1030
 PD1030'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD1030'STATION RECOVERED.  THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0691 ***********************************************************************
 PD0691  DESIGNATION -  LARRABEE IBC 1913
 PD0691  PID         -  PD0691
 PD0691  STATE/COUNTY-  ME/WASHINGTON
 PD0691  USGS QUAD   -  LUBEC (1977)
 PD0691
 PD0691                         *CURRENT SURVEY CONTROL
 PD0691  ___________________________________________________________________
 PD0691* NAD 83(1996)-  44 49 10.37534(N)    066 57 36.67288(W)     ADJUSTED  
 PD0691* NAVD 88     -                                                        
 PD0691  ___________________________________________________________________
 PD0691  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 PD0691  GEOID HEIGHT-         -22.31  (meters)                     GEOID03
 PD0691
 PD0691  HORZ ORDER  -  THIRD
 PD0691
 PD0691.The horizontal coordinates were established by classical geodetic methods
 PD0691.and adjusted by the National Geodetic Survey in March 1998..
 PD0691
 PD0691
 PD0691.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0691
 PD0691.The geoid height was determined by GEOID03.
 PD0691
 PD0691;                    North         East     Units Scale Factor Converg.
 PD0691;SPC ME E     -   129,245.556   421,777.810   MT  1.00008230   +1 05 07.8
 PD0691;UTM  19      - 4,964,928.835   661,272.571   MT  0.99991983   +1 26 17.2
 PD0691
 PD0691:                Primary Azimuth Mark                     Grid Az
 PD0691:SPC ME E     -  INDIAN POINT                             018 18 32.9
 PD0691:UTM  19      -  INDIAN POINT                             017 57 23.5
 PD0691
 PD0691|---------------------------------------------------------------------|
 PD0691| PID    Reference Object                     Distance      Geod. Az  |
 PD0691|                                                           dddmmss.s |
 PD0691| PD0727 INDIAN POINT                        APPROX. 1.7 KM 0192340.7 |
 PD0691| PD0709 LUBEC CHANNEL LH FINIAL             APPROX. 2.8 KM 3322244.1 |
 PD0691| PD0700 LUBEC CHURCH SPIRE                  APPROX. 5.0 KM 3343602.1 |
 PD0691| PD0730 RANGE MARK 46 IBC                   APPROX. 3.2 KM 3511324.1 |
 PD0691|---------------------------------------------------------------------|
 PD0691
 PD0691                          SUPERSEDED SURVEY CONTROL
 PD0691
 PD0691  NAD 83(1992)-  44 49 10.36631(N)    066 57 36.67737(W) AD(       ) 3
 PD0691  NAD 83(1986)-  44 49 10.36336(N)    066 57 36.67810(W) AD(       ) 3
 PD0691  NAD 27      -  44 49 10.07500(N)    066 57 38.76700(W) AD(       ) 3
 PD0691  NGVD 29 (09/20/87)    7.     (m)           23.     (f) VERT ANG       
 PD0691
 PD0691.Superseded values are not recommended for survey control.
 PD0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0691.See file dsdata.txt to determine how the superseded data were derived.
 PD0691
 PD0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK6127364929(NAD 83)
 PD0691_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PD0691_SETTING: 66 = SET IN ROCK OUTCROP
 PD0691_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 PD0691_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0691_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0691+STABILITY: POSITION/ELEVATION WELL
 PD0691
 PD0691  HISTORY     - Date     Condition        Report By
 PD0691  HISTORY     - 1913     MONUMENTED       IBC
 PD0691  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0691  HISTORY     - 1972     GOOD             IBC
 PD0691  HISTORY     - 1985     GOOD             NOS
 PD0691
 PD0691                          STATION DESCRIPTION
 PD0691
 PD0691'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1913 (JEM)
 PD0691'ON THE N SHORE OF WEST QUODDY HEAD JUST INSIDE THE ENTRANCE TO
 PD0691'PASSAMAQUODDY BAY, ON THE FIRST POINT INSIDE THE---HEAD---.  IT IS
 PD0691'AT THE W SIDE OF THE FIRST SMALL COVE ABOUT 1/2 MILE NW OF WEST
 PD0691'QUODDY LIGHT AND ABOUT 190 METERS NW OF RANGE MARK 41.  THE STATION
 PD0691'IS ABOUT 3 METERS BELOW THE TOP OF THE BLUFF ON THE SMOOTH GRANITE
 PD0691'LEDGE PROTRUDING FROM BENEATH THE SOIL, AND IS ABOUT 2.4 METERS
 PD0691'OUTSIDE THE TOP OF THE EARTHEN BANK.  STATION IS ABOUT 750 FEET NE
 PD0691'BY E FROM THE OLD LARRABEE HOUSE, NOW OWNED BY JOHN BROWN, AND JUST
 PD0691'ABOVE HIGH TIDE LINE.
 PD0691'
 PD0691'STATION MARK IS A BRONZE STATION DISK SET IN A DRILL HOLE IN THE
 PD0691'ROCK.  THERE ARE THREE DRILL HOLES IN ROCK, 5.25 FEET E BY N, 5.60
 PD0691'FEET NW BY N, AND 5.15 FEET S FROM THE STATION.
 PD0691
 PD0691                          STATION RECOVERY (1946)
 PD0691
 PD0691'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (NWS)
 PD0691'STATION IS ON THE N SHORE OF WEST QUODDY HEAD JUST INSIDE THE
 PD0691'ENTRANCE TO PASSAMAQUODDY BAY, ON THE FIRST POINT INSIDE THE
 PD0691'HEAD.  IT IS AT THE W SIDE OF THE FIRST SMALL COVE ABOUT 1/2
 PD0691'MILE NW OF WEST QUODDY LIGHT AND ABOUT 190 METERS NW OF RANGE
 PD0691'MARK 41.  THE STATION IS ABOUT 3 METERS BELOW THE TOP OF THE
 PD0691'BLUFF ON THE SMOOTH GRANITE LEDGE PROTRUDING FROM BENEATH THE
 PD0691'SOIL, AND IS ABOUT 2.4 METERS OUTSIDE THE TOE OF THE EARTHEN
 PD0691'BANK.  STATION IS ABOUT 750 FEET NE BY E FROM THE OLD LARRABEE
 PD0691'HOUSE, NOW OWNED BY JOHN BROWN, AND JUST ABOVE HIGH TIDE
 PD0691'LINE.
 PD0691'
 PD0691'STATION MARK IS A BRONZE STATION DISK SET IN A DRILL HOLE IN
 PD0691'THE ROCK.  THERE ARE THREE DRILL HOLES IN ROCK, 5.25 FEET E BY
 PD0691'N, 5.60 FEET NW BY N, AND 5.15 FEET S FROM THE STATION.
 PD0691
 PD0691                          STATION RECOVERY (1972)
 PD0691
 PD0691'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 PD0691'RECOVERED IN GOOD CONDITION.
 PD0691
 PD0691                          STATION RECOVERY (1985)
 PD0691
 PD0691'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1985 (WVH)
 PD0691'THE STATION WAS RECOVERED AT THIS DATE.
 PD0691'THE PRESENT OWNER IS MR. GOODRICH (207 565-2912).  THE DRIVEWAY GATE
 PD0691'IS LOCKED AT THE ROAD.  THE THREE DRILL HOLES WERE FOUND IN PROPER
 PD0691'DIRECTION.
 PD0691'
 PD0691'HEIGHT OF LIGHT SHOWN WAS 1.4 METERS ABOVE THE MARK.
 PD0691'DESCRIBED BY G.E.L.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ2710 ***********************************************************************
 AJ2710  CBN         -  This is a Cooperative Base Network Control Station.
 AJ2710  DESIGNATION -  LAURIE
 AJ2710  PID         -  AJ2710
 AJ2710  STATE/COUNTY-  ME/CUMBERLAND
 AJ2710  USGS QUAD   -  GRAY (1980)
 AJ2710
 AJ2710                         *CURRENT SURVEY CONTROL
 AJ2710  ___________________________________________________________________
 AJ2710* NAD 83(1996)-  43 52 49.15271(N)    070 19 46.03653(W)     ADJUSTED  
 AJ2710* NAVD 88     -        82.5    (meters)     271.     (feet)  GPS OBS   
 AJ2710  ___________________________________________________________________
 AJ2710  X           -   1,550,008.591 (meters)                     COMP
 AJ2710  Y           -  -4,336,028.469 (meters)                     COMP
 AJ2710  Z           -   4,398,555.304 (meters)                     COMP
 AJ2710  LAPLACE CORR-           3.69  (seconds)                    DEFLEC99
 AJ2710  ELLIP HEIGHT-          56.17  (meters)          (04/26/01) GPS OBS
 AJ2710  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 AJ2710
 AJ2710  HORZ ORDER  -  A
 AJ2710  ELLP ORDER  -  FOURTH    CLASS I
 AJ2710
 AJ2710.The horizontal coordinates were established by GPS observations
 AJ2710.and adjusted by the National Geodetic Survey in April 2001..
 AJ2710
 AJ2710.The orthometric height was determined by GPS observations and a
 AJ2710.high-resolution geoid model.
 AJ2710
 AJ2710.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2710
 AJ2710.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2710
 AJ2710.The ellipsoidal height was determined by GPS observations
 AJ2710.and is referenced to NAD 83.
 AJ2710
 AJ2710.The geoid height was determined by GEOID03.
 AJ2710
 AJ2710;                    North         East     Units Scale Factor Converg.
 AJ2710;SPC ME W     -   116,328.925   886,917.619   MT  0.99996877   -0 06 46.2
 AJ2710;UTM  19      - 4,859,439.365   393,197.748   MT  0.99974030   -0 55 17.8
 AJ2710
 AJ2710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2710!SPC ME W     -   0.99999119  x   0.99996877  =   0.99995996
 AJ2710!UTM  19      -   0.99999119  x   0.99974030  =   0.99973149
 AJ2710
 AJ2710                          SUPERSEDED SURVEY CONTROL
 AJ2710
 AJ2710.No superseded survey control is available for this station.
 AJ2710
 AJ2710_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9319859439(NAD 83)
 AJ2710_MARKER: DD = SURVEY DISK
 AJ2710_SETTING: 66 = SET IN ROCK OUTCROP
 AJ2710_STAMPING: LAURIE 2000
 AJ2710_MARK LOGO: MEDT  
 AJ2710_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2710_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ2710+STABILITY: POSITION/ELEVATION WELL
 AJ2710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2710+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ2710
 AJ2710  HISTORY     - Date     Condition        Report By
 AJ2710  HISTORY     - 2000     MONUMENTED       MEDT
 AJ2710
 AJ2710                          STATION DESCRIPTION
 AJ2710
 AJ2710'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 2000 (TL)
 AJ2710'THE STATION IS LOCATED IN GRAY, IN FRONT OF THE MAINE DEPARTMENT OF
 AJ2710'TRANSPORTATION MAINTENANCE FACILITY.  TO REACH FROM THE JUNCTION OF
 AJ2710'COMBINED STATE HIGHWAYS 100 AND 26 AND COMBINED US HIGHWAY 202, STATE
 AJ2710'HIGHWAYS 115 AND 4 IN GRAY, GO SOUTH FOR 0.5 MI (0.8 KM) ON HIGHWAY
 AJ2710'100 AND 26 TO THE STATION ON THE RIGHT, JUST BEYOND THE GATED ENTRANCE
 AJ2710'TO THE MAINTENANCE FACILITY.  THE STATION IS SET IN ROCK OUTCROP.
 AJ2710'LOCATED 65.03 FT (19.82 M) WEST-NORTHWEST OF A FIRE HYDRANT, 33.14 FT
 AJ2710'(10.10 M) NORTH-NORTHEAST OF UTILITY POLE NUMBER 215.1, 23.79 FT (7.25
 AJ2710'M) SOUTHWEST OF THE SOUTH GUARDRAIL POST, ABOUT 5 FT (1.5 M) HIGHER
 AJ2710'THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0127 ***********************************************************************
 QG0127  DESIGNATION -  LAWLER
 QG0127  PID         -  QG0127
 QG0127  STATE/COUNTY-  ME/PENOBSCOT
 QG0127  USGS QUAD   -  BENEDICTA (1989)
 QG0127
 QG0127                         *CURRENT SURVEY CONTROL
 QG0127  ___________________________________________________________________
 QG0127* NAD 83(1996)-  45 46 12.44388(N)    068 25 52.44375(W)     ADJUSTED  
 QG0127* NAVD 88     -       232.593  (meters)     763.10   (feet)  ADJUSTED  
 QG0127  ___________________________________________________________________
 QG0127  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 QG0127  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 QG0127  DYNAMIC HT  -         232.599 (meters)     763.12  (feet)  COMP
 QG0127  MODELED GRAV-     980,637.3   (mgal)                       NAVD 88
 QG0127
 QG0127  HORZ ORDER  -  SECOND
 QG0127  VERT ORDER  -  SECOND    CLASS 0
 QG0127
 QG0127.The horizontal coordinates were established by classical geodetic methods
 QG0127.and adjusted by the National Geodetic Survey in March 1998..
 QG0127
 QG0127.The orthometric height was determined by differential leveling
 QG0127.and adjusted by the National Geodetic Survey in June 1991..
 QG0127
 QG0127.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG0127
 QG0127.The geoid height was determined by GEOID03.
 QG0127
 QG0127.The dynamic height is computed by dividing the NAVD 88
 QG0127.geopotential number by the normal gravity value computed on the
 QG0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0127.degrees latitude (g = 980.6199 gals.).
 QG0127
 QG0127.The modeled gravity was interpolated from observed gravity values.
 QG0127
 QG0127;                    North         East     Units Scale Factor Converg.
 QG0127;SPC ME E     -   233,728.229   305,348.293   MT  0.99990035   +0 02 57.4
 QG0127;UTM  19      - 5,068,664.412   544,222.844   MT  0.99962404   +0 24 27.2
 QG0127
 QG0127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG0127!SPC ME E     -   0.99996732  x   0.99990035  =   0.99986767
 QG0127!UTM  19      -   0.99996732  x   0.99962404  =   0.99959137
 QG0127
 QG0127|---------------------------------------------------------------------|
 QG0127| PID    Reference Object                     Distance      Geod. Az  |
 QG0127|                                                           dddmmss.s |
 QG0127| QG1386 LAWLER USGS 1958                     27.588 METERS 04302     |
 QG0127| CE8916 LAWLER AZ MK                                       1593058.2 |
 QG0127| CE8917 LAWLER RM 1                          24.270 METERS 16357     |
 QG0127|---------------------------------------------------------------------|
 QG0127
 QG0127                          SUPERSEDED SURVEY CONTROL
 QG0127
 QG0127  NAD 83(1992)-  45 46 12.44296(N)    068 25 52.44054(W) AD(       ) 2
 QG0127  NAD 83(1986)-  45 46 12.44843(N)    068 25 52.45161(W) AD(       ) 2
 QG0127  NAD 27      -  45 46 12.26440(N)    068 25 54.35190(W) AD(       ) 2
 QG0127  NGVD 29 (??/??/92)  232.775  (m)          763.70   (f) ADJ UNCH    2 0
 QG0127
 QG0127.Superseded values are not recommended for survey control.
 QG0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0127.See file dsdata.txt to determine how the superseded data were derived.
 QG0127
 QG0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL4422368664(NAD 83)
 QG0127_MARKER: DS = TRIANGULATION STATION DISK
 QG0127_SETTING: 80 = SET IN A BOULDER
 QG0127_SP_SET: BOULDER
 QG0127_STAMPING: LAWLER 1958
 QG0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0127+STABILITY: SURFACE MOTION
 QG0127
 QG0127  HISTORY     - Date     Condition        Report By
 QG0127  HISTORY     - 1958     MONUMENTED       CGS
 QG0127  HISTORY     - 1959     GOOD             NGS
 QG0127  HISTORY     - 1981     SEE DESCRIPTION  MEDT
 QG0127
 QG0127                          STATION DESCRIPTION
 QG0127
 QG0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 QG0127'STATION IS LOCATED ABOUT 13 MILES NORTHWEST OF MACWAHOC, 8
 QG0127'MILES SOUTH-SOUTHWEST OF SHERMAN MILLS, 1 MILE EAST OF SALMON
 QG0127'STREAM AND ON WHAT IS LOCALLY KNOWN AS LAWLER RIDGE.  STATION IS
 QG0127'89 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF LAWLER LOOKOUT
 QG0127'TOWER, 52.5 FEET WEST-NORTHWEST OF NORTHWEST CORNER OF HOUSE
 QG0127'AND 33 FEET SOUTHWEST OF UTILITY HOUSE.  MARK IS SET 8 INCHES
 QG0127'BELOW THE SURFACE OF THE GROUND, IS SET IN A DRILL HOLE IN A
 QG0127'BOULDER AND THE DISK IS STAMPED LAWLER 1958.
 QG0127'
 QG0127'REFERENCE MARK NO. 1 IS 53 FEET SOUTH-SOUTHWEST OF THE
 QG0127'SOUTHWEST CORNER OF HOUSE, 51 FEET WEST OF 5 X 5 INCH RED POST AND
 QG0127'21.5 FEET SOUTH-SOUTHWEST OF 4 TRUNKED TREE.  MARK PROJECTS
 QG0127'ABOUT 1 INCH AND THE DISK IS STAMPED LAWLER NO. 1 1958.
 QG0127'
 QG0127'(USGS) BENCH MARK IS 1.5 FEET EAST-NORTHEAST OF SOUTHWEST LEG
 QG0127'OF LAWLER LOOKOUT TOWER AND IS SET FLUSH IN A DRILL HOLE IN A
 QG0127'BOULDER THAT PROJECTS ABOUT 2 FEET.  A TRAVERSE CONNECTION WAS
 QG0127'MADE AND THE DISTANCE IS 90.51 FEET OR 27.588 METERS.
 QG0127'
 QG0127'AZIMUTH MARK IS ABOUT 0.2 MILE SOUTH OF STATION, 1.5 FEET NORTH
 QG0127'OF WITNESS POST AND 6 FEET NORTH OF ROCK FENCE.  MARK PROJECTS
 QG0127'ABOUT 2 INCHES AND THE DISK IS STAMPED LAWLER 1958.
 QG0127'
 QG0127'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 2 AND 2A IN
 QG0127'MACWAHOC, GO SOUTHWESTERLY ON U.S. HIGHWAY 2 FOR 2.7 MILES TO
 QG0127'SIDE ROAD RIGHT AT DUNIFERS STORE AND SIGNS ON RIGHT, BENEDICTA,
 QG0127'SHERMAN, PATTEN.  TURN RIGHT ON GRAVEL ROAD AND GO NORTHWEST
 QG0127'FOR 4.55 MILES TO TWN-IRE TOWN LINE.  CONTINUE ON GRAVEL ROAD
 QG0127'FOR 7.05 MILES TO SIGN ON RIGHT, BENEDICTA TR5 TOWN LINE.
 QG0127'CONTINUE FOR 1.9 MILES TO SIDE ROAD LEFT, TURN LEFT AND GO WEST
 QG0127'FOR 0.8 MILE TO FORK ON TOP OF HILL AT LARGE BARN.  TAKE LEFT
 QG0127'FORK AND GO SOUTH FOR 0.85 MILE TO SIDE ROAD RIGHT AT
 QG0127'SIGN LAWLER TOWER.  TURN RIGHT AND GO WEST FOR 0.05 MILE TO
 QG0127'FORK, TAKE RIGHT FORK AROUND THE EDGE OF FIELD AND GO 0.2
 QG0127'MILE TO LOOKOUT TOWER AND STATION AS DESCRIBED.
 QG0127'
 QG0127'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 QG0127
 QG0127                          STATION RECOVERY (1959)
 QG0127
 QG0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 QG0127'3.4 MI SW FROM BENEDICTA.
 QG0127'1.6 MILES SOUTH ALONG AN ASPHALT ROAD FROM THE POST OFFICE AT
 QG0127'BENEDICTA, THENCE 0.7 MILE WEST ALONG A GRAVEL ROAD, THENCE
 QG0127'0.9 MILE SOUTH ALONG A GRAVEL ROAD, THENCE 0.2 MILE NORTHWEST
 QG0127'UPHILL TO STATION, NEAR THE LAWLER LOOKOUT TOWER, 89 FEET
 QG0127'SOUTHWEST OF THE SOUTHWEST CORNER OF THE TOWER, 52.5 FEET
 QG0127'WEST-NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE, 33 FEET
 QG0127'SOUTHWEST OF A POWER POLE, SET IN THE TOP OF A BOULDER 8 INCHES
 QG0127'BELOW THE LEVEL OF THE GROUND.
 QG0127
 QG0127                          STATION RECOVERY (1981)
 QG0127
 QG0127'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1981 (BJR)
 QG0127'LAWLER (USGS) 1958 RECOVERED GOOD.
 QG0127'
 QG0127'LAWLER NO. 1 (USGS) 1958 RECOVERED GOOD.
 QG0127'
 QG0127'LAWLER - 1958 -AZ RECOVERED GOOD.
 QG0127'
 QG0127'MAINE (USGS) (RM-2) (BM) (1958) RECOVERED GOOD (POUNDED ON).
 QG0127'
 QG0127'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 8 MI.
 QG0127'SOUTH-SOUTHWEST OF SHERMAN MILLS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0881 ***********************************************************************
 QF0881  DESIGNATION -  LAWLER
 QF0881  PID         -  QF0881
 QF0881  STATE/COUNTY-  ME/WASHINGTON
 QF0881  USGS QUAD   -  CALAIS (1977)
 QF0881
 QF0881                         *CURRENT SURVEY CONTROL
 QF0881  ___________________________________________________________________
 QF0881* NAD 83(1996)-  45 07 36.98668(N)    067 20 56.34968(W)     ADJUSTED  
 QF0881* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 QF0881  ___________________________________________________________________
 QF0881  LAPLACE CORR-           4.56  (seconds)                    DEFLEC99
 QF0881  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 QF0881
 QF0881  HORZ ORDER  -  THIRD
 QF0881
 QF0881.The horizontal coordinates were established by classical geodetic methods
 QF0881.and adjusted by the National Geodetic Survey in March 1998..
 QF0881
 QF0881.The orthometric height was scaled from a topographic map.
 QF0881
 QF0881.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0881
 QF0881.The geoid height was determined by GEOID03.
 QF0881
 QF0881;                    North         East     Units Scale Factor Converg.
 QF0881;SPC ME E     -   162,893.978   390,544.120   MT  1.00000077   +0 48 56.7
 QF0881;UTM  19      - 4,998,377.943   629,837.454   MT  0.99980728   +1 10 12.7
 QF0881
 QF0881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0881!SPC ME E     -   1.00000134  x   1.00000077  =   1.00000211
 QF0881!UTM  19      -   1.00000134  x   0.99980728  =   0.99980862
 QF0881
 QF0881|---------------------------------------------------------------------|
 QF0881| PID    Reference Object                     Distance      Geod. Az  |
 QF0881|                                                           dddmmss.s |
 QF0881| QF0880 HALL IBC                            194.614 METERS 04008     |
 QF0881| QF0879 STILLMAN IBC                        259.276 METERS 08329     |
 QF0881| QF0931 ROCKFIELD                           443.321 METERS 1515308.7 |
 QF0881| CE8918 LAWLER RM 1                           7.980 METERS 25627     |
 QF0881| QF0884 MALLOY                              266.015 METERS 30138     |
 QF0881|---------------------------------------------------------------------|
 QF0881
 QF0881                          SUPERSEDED SURVEY CONTROL
 QF0881
 QF0881  NAD 83(1992)-  45 07 36.98157(N)    067 20 56.34826(W) AD(       ) 3
 QF0881  NAD 83(1986)-  45 07 36.98378(N)    067 20 56.35347(W) AD(       ) 3
 QF0881  NAD 27      -  45 07 36.71500(N)    067 20 58.39000(W) AD(       ) 3
 QF0881
 QF0881.Superseded values are not recommended for survey control.
 QF0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0881.See file dsdata.txt to determine how the superseded data were derived.
 QF0881
 QF0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK2983798378(NAD 83)
 QF0881_MARKER: DH = HORIZONTAL CONTROL DISK
 QF0881_SETTING: 80 = SET IN A BOULDER
 QF0881_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF0881
 QF0881  HISTORY     - Date     Condition        Report By
 QF0881  HISTORY     - 1910     MONUMENTED       IBC
 QF0881
 QF0881                          STATION DESCRIPTION
 QF0881
 QF0881'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JEM)
 QF0881'ON THE SW BANK OF THE ST CROIX RIVER, ABOUT 1-3/4 MILES ABOVE BARING,
 QF0881'IN THE LOW, LEVEL MEADOW THAT LIES ON THE POINT BELOW THE MOUTH OF
 QF0881'STONEY BROOK.  IT IS ON A LITTLE KNOLL MARKED BY A NUMER OF LARGE
 QF0881'BOULDERS AND A FORKED AND SPREADING ELM TREE.  THE STATION IS NEARLY
 QF0881'100 METERS FROM THE RIVER AND ABOUT AS FAR FROM STONEY BROOK.
 QF0881'
 QF0881'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE IN THE EXPOSED
 QF0881'SURFACE OF A BOULDER NEARLY FLUSH WITH THE GROUND.  A CROSS WITHIN A
 QF0881'TRIANGLE CUT IN THE VERTICAL FACE OF A SPLIT BOULDER NEAR THE ELM
 QF0881'TREE BEARS S 76 DEGREES 27 MINUTES W, 7.98 METERS FROM THE STATION
 QF0881'AND A LIKE MARK IS CUT IN THE TOP OF A LARGE BOULDER WHICH BEARS N
 QF0881'33 DEGREES 24 MINUTES W, 15.37 METERS DISTANT FROM THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1386 ***********************************************************************
 QG1386  DESIGNATION -  LAWLER USGS 1958
 QG1386  PID         -  QG1386
 QG1386  STATE/COUNTY-  ME/PENOBSCOT
 QG1386  USGS QUAD   -  BENEDICTA (1989)
 QG1386
 QG1386                         *CURRENT SURVEY CONTROL
 QG1386  ___________________________________________________________________
 QG1386* NAD 83(1996)-  45 46 13.09697(N)    068 25 51.57230(W)     ADJUSTED  
 QG1386* NAVD 88     -       234.13   (+/-2cm)     768.1    (feet)  VERTCON   
 QG1386  ___________________________________________________________________
 QG1386  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 QG1386  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 QG1386
 QG1386  HORZ ORDER  -  SECOND
 QG1386  VERT ORDER  -  THIRD ? (See Below)
 QG1386
 QG1386.The horizontal coordinates were established by classical geodetic methods
 QG1386.and adjusted by the National Geodetic Survey in March 1998..
 QG1386
 QG1386.The NAVD 88 height was computed by applying the VERTCON shift value to
 QG1386.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QG1386.The vertical order pertains to the NGVD 29 superseded value.
 QG1386
 QG1386.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1386
 QG1386.The geoid height was determined by GEOID03.
 QG1386
 QG1386;                    North         East     Units Scale Factor Converg.
 QG1386;SPC ME E     -   233,748.407   305,367.103   MT  0.99990035   +0 02 58.0
 QG1386;UTM  19      - 5,068,684.702   544,241.522   MT  0.99962406   +0 24 27.8
 QG1386
 QG1386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1386!SPC ME E     -   0.99996708  x   0.99990035  =   0.99986743
 QG1386!UTM  19      -   0.99996708  x   0.99962406  =   0.99959115
 QG1386
 QG1386:                Primary Azimuth Mark                     Grid Az
 QG1386:SPC ME E     -  IRISH                                    029 42 23.6
 QG1386:UTM  19      -  IRISH                                    029 20 53.8
 QG1386
 QG1386|---------------------------------------------------------------------|
 QG1386| PID    Reference Object                     Distance      Geod. Az  |
 QG1386|                                                           dddmmss.s |
 QG1386| QG1383 IRISH                               APPROX.18.5 KM 0294521.6 |
 QG1386|---------------------------------------------------------------------|
 QG1386
 QG1386                          SUPERSEDED SURVEY CONTROL
 QG1386
 QG1386  NAD 83(1992)-  45 46 13.09605(N)    068 25 51.56909(W) AD(       ) 2
 QG1386  NAD 83(1986)-  45 46 13.10151(N)    068 25 51.58018(W) AD(       ) 2
 QG1386  NAD 27      -  45 46 12.91750(N)    068 25 53.48050(W) AD(       ) 2
 QG1386  NGVD 29 (07/19/86)  234.31   (m)          768.7    (f) LEVELING    3  
 QG1386
 QG1386.Superseded values are not recommended for survey control.
 QG1386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1386.See file dsdata.txt to determine how the superseded data were derived.
 QG1386
 QG1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL4424268685(NAD 83)
 QG1386
 QG1386  HISTORY     - Date     Condition        Report By
 QG1386  HISTORY     - 1958     MONUMENTED       CGS
 QG1386  HISTORY     - 1962     SEE DESCRIPTION  CGS
 QG1386  HISTORY     - 1981     SEE DESCRIPTION  MEDT
 QG1386
 QG1386                          STATION DESCRIPTION
 QG1386
 QG1386'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 QG1386'STATION IS LOCATED ABOUT 13 MILES NORTHWEST OF MACWAHOC, 8 MILES
 QG1386'SOUTH-SOUTHWEST OF SHERMAN MILLS, 1 MILE EAST OF SALMON STREAM AND
 QG1386'ON WHAT IS LOCALLY KNOWN AS LAWLER RIDGE.  MARK IS 1.5 FEET
 QG1386'EAST-NORTHEAST OF SOUTHWEST LEG OF LAWLER LOOKOUT TOWER AND IS SET
 QG1386'FLUSH IN A DRILL HOLE IN A BOULDER THAT PROJECTS ABOUT 2 INCHES.
 QG1386'
 QG1386'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION LAWLER,
 QG1386'DISTANCE BEING 90.51 FEET OR 27.588 METERS NORTHEAST OF STATION
 QG1386'LAWLER.  THE MARK IS A STANDARD U.S. GEOLOGICAL SURVEY DISK
 QG1386'STAMPED MAINE.
 QG1386'
 QG1386'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 2 AND 2A IN MACWAHOC,
 QG1386'GO SOUTHWESTERLY ON U.S. HIGHWAY 2 FOR 2.7 MILES TO SIDE ROAD RIGHT
 QG1386'AT DUNIFERS STORE AND SIGNS ON RIGHT, BENEDICTA, SHERMAN,
 QG1386'PATTEN.  TURN RIGHT ON GRAVEL ROAD AND GO NORTHWEST FOR 4.55
 QG1386'MILES TO TWN-IRE TOWN LINE.  CONTINUE ON GRAVEL ROAD FOR 7.05
 QG1386'MILES TO SIGN ON RIGHT, BENEDICTA T1R5 TOWN LINE.  CONTINUE FOR
 QG1386'1.9 MILES TO SIDE ROAD LEFT, TURN LEFT AND GO WEST FOR 0.8 MILE
 QG1386'TO FORK ON TOP OF HILL AT LARGE BARN.  TAKE LEFT FORK AND GO
 QG1386'SOUTH FOR 0.85 MILE TO SIDE ROAD RIGHT AT SIGN LAWLER TOWER.
 QG1386'TURN RIGHT AND GO WEST FOR 0.05 MILE TO FORK, TAKE RIGHT FORK
 QG1386'AROUND THE EDGE OF FIELD AND GO 0.2 MILE TO LAWLER LOOKOUT
 QG1386'TOWER AND STATION AS DESCRIBED.
 QG1386
 QG1386                          STATION RECOVERY (1962)
 QG1386
 QG1386'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JDB)
 QG1386'THE STATION WAS RECOVERED AND THE STATION MARK AND BOTH REFERENCE
 QG1386'MARKS WERE FOUND IN GOOD CONDITION.
 QG1386'
 QG1386'THE TO-REACH BY J.C.E. IN 1959 IS ADEQUATE.
 QG1386
 QG1386                          STATION RECOVERY (1981)
 QG1386
 QG1386'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1981 (BJR)
 QG1386'LAWLER (USGS) 1958 RECOVERED GOOD (PLAQUE HAS BEEN POUNDED ON).
 QG1386'
 QG1386'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 8 MI.
 QG1386'SOUTH-SOUTHWEST OF SHERMAN MILLS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0910 ***********************************************************************
 PD0910  DESIGNATION -  LAWRENCE RESET
 PD0910  PID         -  PD0910
 PD0910  STATE/COUNTY-  ME/WASHINGTON
 PD0910  USGS QUAD   -  WEST LUBEC (1975)
 PD0910
 PD0910                         *CURRENT SURVEY CONTROL
 PD0910  ___________________________________________________________________
 PD0910* NAD 83(1996)-  44 47 16.17627(N)    067 00 05.95188(W)     ADJUSTED  
 PD0910* NAVD 88     -        29.9    (meters)      98.     (feet)  VERTCON   
 PD0910  ___________________________________________________________________
 PD0910  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 PD0910  GEOID HEIGHT-         -22.29  (meters)                     GEOID03
 PD0910
 PD0910  HORZ ORDER  -  SECOND
 PD0910
 PD0910.The horizontal coordinates were established by classical geodetic methods
 PD0910.and adjusted by the National Geodetic Survey in March 1998..
 PD0910
 PD0910.The NAVD 88 height was computed by applying the VERTCON shift value to
 PD0910.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PD0910
 PD0910.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0910
 PD0910.The geoid height was determined by GEOID03.
 PD0910
 PD0910;                    North         East     Units Scale Factor Converg.
 PD0910;SPC ME E     -   125,659.401   418,563.360   MT  1.00007281   +1 03 20.5
 PD0910;UTM  19      - 4,961,323.562   658,080.769   MT  0.99990730   +1 24 29.1
 PD0910
 PD0910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0910!SPC ME E     -   0.99999880  x   1.00007281  =   1.00007161
 PD0910!UTM  19      -   0.99999880  x   0.99990730  =   0.99990610
 PD0910
 PD0910|---------------------------------------------------------------------|
 PD0910| PID    Reference Object                     Distance      Geod. Az  |
 PD0910|                                                           dddmmss.s |
 PD0910| CE8068 LAWRENCE RM 1                         7.272 METERS 00838     |
 PD0910| CE8069 LAWRENCE RM 2                         5.430 METERS 30049     |
 PD0910| PD0898 KIMBALL RESET                       APPROX. 1.6 KM 3450632.3 |
 PD0910|---------------------------------------------------------------------|
 PD0910
 PD0910                          SUPERSEDED SURVEY CONTROL
 PD0910
 PD0910  NAD 83(1992)-  44 47 16.16796(N)    067 00 05.96118(W) AD(       ) 2
 PD0910  NAD 83(1986)-  44 47 16.16522(N)    067 00 05.96239(W) AD(       ) 2
 PD0910  NAD 27      -  44 47 15.88000(N)    067 00 08.04300(W) AD(       ) 2
 PD0910  NGVD 29 (07/19/86)   30.1    (m)           99.     (f) VERT ANG       
 PD0910
 PD0910.Superseded values are not recommended for survey control.
 PD0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0910.See file dsdata.txt to determine how the superseded data were derived.
 PD0910
 PD0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5808161324(NAD 83)
 PD0910_MARKER: H = DRILL HOLE
 PD0910_SETTING: 80 = SET IN A BOULDER
 PD0910_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 PD0910
 PD0910  HISTORY     - Date     Condition        Report By
 PD0910  HISTORY     - 1960     MONUMENTED       CGS
 PD0910  HISTORY     - 1946     GOOD             CGS
 PD0910  HISTORY     - 1960     SEE DESCRIPTION  CGS
 PD0910
 PD0910                          STATION DESCRIPTION
 PD0910
 PD0910'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0910'ON HIGHEST KNOB AT LAWRENCE POINT (ON E SIDE OF ENTRANCE TO
 PD0910'HAMILTONS COVE AND ABOUT 3 MILES SW OF QUODDY HEAD).  THE HILL
 PD0910'IS WOODED.  STATION MARKED BY DRILL HOLE SURROUNDED BY TRIANGLE
 PD0910'CUT IN THE ROCK AND COVERED BY CAIRN.  FOLLOW SHORELINE FROM
 PD0910'DILAPIDATED HOUSE AND BARN IN HAMILTON COVE.
 PD0910
 PD0910                          STATION RECOVERY (1960)
 PD0910
 PD0910'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HRL)
 PD0910'STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.  A
 PD0910'STATION DISK WAS CEMENTED IN THE DRILL HOLE WHICH MARKED THE
 PD0910'ORIGINAL STATION AND TWO REFERENCE MARKS WERE ESTABLISHED.  A
 PD0910'COMPLETE NEW DESCRIPTION FOLLOWS
 PD0910'
 PD0910'STATION IS LOCATED ABOUT 14 MILES NORTHEAST OF CUTLER AND
 PD0910'ABOUT 5 MILES SOUTH OF LUBEC ON THE HIGHEST POINT OF LAWRENCE
 PD0910'POINT.  STATION IS 3 FEET NORTHWEST OF THE EDGE OF ROCK
 PD0910'LEDGE.  STATION IS MARKED BY A STANDARD DISK CEMENTED FLUSH IN
 PD0910'A DRILL HOLE IN LARGE ROCK AND THE DISK IS STAMPED LAWRENCE
 PD0910'1883 1960.
 PD0910'
 PD0910'TO REACH STATION FROM THE POST OFFICE IN CUTLER, GO NORTHEAST
 PD0910'ON STATE HIGHWAY 191 FOR 11.35 MILES TO A SIDE ROAD RIGHT AT
 PD0910'SMALL STORE ON THE RIGHT.  TURN RIGHT AND GO EAST AND THEN
 PD0910'NORTH FOR 1.3 MILES TO FORKS.  TAKE LEFT FORK ON MAIN GRAVEL
 PD0910'ROAD FOR 2.35 MILES TO A TRACK ROAD RIGHT JUST AFTER CROSSING
 PD0910'A SMALL WOODEN BRIDGE.  TURN RIGHT ON TRACK ROAD AND GO EAST
 PD0910'FOR 0.4 MILE TO FORK.  TAKE LEFT FORK FOR 0.1 MILE TO END OF
 PD0910'TRUCK TRAVEL AT WASHED OUT BRIDGE.  WALK STRAIGHT AHEAD ON
 PD0910'TRACK ROAD FOR ABOUT 0.1 MILE TO A SMALL BUILDING.  CONTINUE
 PD0910'STRAIGHT AHEAD ON FOOT TRAIL FOR ABOUT 0.05 MILE TO A FORK
 PD0910'IN THE PATH.  BEAR RIGHT ON FOOT TRAIL FOR ABOUT 0.2 MILE TO
 PD0910'THE HIGHEST POINT AND STATION AS DESCRIBED.
 PD0910'
 PD0910'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED FLUSH IN A
 PD0910'DRILL HOLE IN ROCK AND THE DISK IS STAMPED LAWRENCE NO 1 1883
 PD0910'1960.  THE MARK IS ABOUT 4 FEET BELOW THE ELEVATION OF THE
 PD0910'STATION MARK.
 PD0910'
 PD0910'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED FLUSH IN A
 PD0910'DRILL HOLE IN ROCK AND THE DISK IS STAMPED LAWRENCE NO 2 1883
 PD0910'1960.  THE MARK IS ABOUT 4 FEET BELOW THE ELEVATION OF THE
 PD0910'STATION MARK.
 PD0910'
 PD0910'1960 OBSERVATIONS TAKEN FROM A 4 FOOT WOOD STAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0260 ***********************************************************************
 QH0260  DESIGNATION -  LAYTON IBC
 QH0260  PID         -  QH0260
 QH0260  STATE/COUNTY-  ME/FRANKLIN
 QH0260  USGS QUAD   -  MERRILL MOUNTAIN (1970)
 QH0260
 QH0260                         *CURRENT SURVEY CONTROL
 QH0260  ___________________________________________________________________
 QH0260* NAD 83(1996)-  45 28 08.19255(N)    070 37 40.91968(W)     ADJUSTED  
 QH0260* NAVD 88     -      1001.     (meters)    3284.     (feet)  SCALED    
 QH0260  ___________________________________________________________________
 QH0260  LAPLACE CORR-           6.36  (seconds)                    DEFLEC99
 QH0260  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 QH0260
 QH0260  HORZ ORDER  -  SECOND
 QH0260
 QH0260.The horizontal coordinates were established by classical geodetic methods
 QH0260.and adjusted by the National Geodetic Survey in March 1998..
 QH0260
 QH0260.The orthometric height was scaled from a topographic map.
 QH0260
 QH0260.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0260
 QH0260.The geoid height was determined by GEOID03.
 QH0260
 QH0260;                    North         East     Units Scale Factor Converg.
 QH0260;SPC ME W     -   292,950.017   863,921.870   MT  0.99998266   -0 19 44.0
 QH0260;UTM  19      - 5,036,335.184   372,737.316   MT  0.99979913   -1 09 38.6
 QH0260
 QH0260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0260!SPC ME W     -   0.99984713  x   0.99998266  =   0.99982979
 QH0260!UTM  19      -   0.99984713  x   0.99979913  =   0.99964629
 QH0260
 QH0260:                Primary Azimuth Mark                     Grid Az
 QH0260:SPC ME W     -  MOCCASIN IBC                             164 19 03.5
 QH0260:UTM  19      -  MOCCASIN IBC                             165 08 58.1
 QH0260
 QH0260|---------------------------------------------------------------------|
 QH0260| PID    Reference Object                     Distance      Geod. Az  |
 QH0260|                                                           dddmmss.s |
 QH0260| QH0251 MOCCASIN IBC                        APPROX. 3.9 KM 1635919.5 |
 QH0260|---------------------------------------------------------------------|
 QH0260
 QH0260                          SUPERSEDED SURVEY CONTROL
 QH0260
 QH0260  NAD 83(1992)-  45 28 08.19127(N)    070 37 40.91373(W) AD(       ) 2
 QH0260  NAD 83(1992)-  45 28 08.19680(N)    070 37 40.90700(W) AD(       ) 2
 QH0260  NAD 83(1986)-  45 28 08.19273(N)    070 37 40.91596(W) AD(       ) 2
 QH0260  NAD 27      -  45 28 08.02400(N)    070 37 42.65600(W) AD(       ) 2
 QH0260
 QH0260.Superseded values are not recommended for survey control.
 QH0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0260.See file dsdata.txt to determine how the superseded data were derived.
 QH0260
 QH0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL7273736335(NAD 83)
 QH0260_MARKER: DD = SURVEY DISK
 QH0260_SETTING: 80 = SET IN A BOULDER
 QH0260_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QH0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0260+STABILITY: SURFACE MOTION
 QH0260_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QH0260+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2006
 QH0260
 QH0260  HISTORY     - Date     Condition        Report By
 QH0260  HISTORY     - 1915     MONUMENTED       IBC
 QH0260  HISTORY     - 20060714 GOOD             GEOCAC
 QH0260
 QH0260                          STATION DESCRIPTION
 QH0260
 QH0260'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1915 (JH)
 QH0260'IN TOWNSHIP 7, RANGE 1, ON THE HIGHEST POINT OF A HIGH HILL OF ABOUT
 QH0260'3200 FEET ELEVATION.  ABOUT 1-3/4 MILES SOUTH OF LOWELLTOWN, ME, AND
 QH0260'ABOUT 2 MILES NORTHEAST OF MONUMENT 410.
 QH0260'
 QH0260'STATION MARK--A BRONZE DISK CEMENTED IN A HOLE DRILLED IN A LARGE
 QH0260'ROCK.
 QH0260
 QH0260                          STATION RECOVERY (2006)
 QH0260
 QH0260'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 QH0260'THE STATION WAS FOUND IN GOOD CONDITION AS DESCRIBED.
 QH0260' 
 QH0260'THE STATION IS LOCATED AT THE HIGHEST POINT ON THE SUMMIT OF THE 3200+
 QH0260'FOOT, UNNAMED PEAK IN MERRILL STRIP TOWNSHIP MAINE ABOUT 2 MILES
 QH0260'NORTHEAST OF BOUNDARY MONUMENT 410.  THE STATION WAS REACHED BY BUSH
 QH0260'WHACKING ABOUT 1 MILE FROM WEST BRANCH ROAD, A LGGING ROAD.
 QH0260' 
 QH0260'THE STATION WAS MOUNTED ON A ROCK FLUSH WITH THE GROUND AT THE BASE OF
 QH0260'A SMALL ROCK CAIRN.  ONE ROCK WAS REMOVED FROM THE FRONT OF THE CAIRN
 QH0260'TO REVEAL THE MARK.  A SMALL SPRUCE TREE NEXT TO THE CAIRN HAD A GLASS
 QH0260'JAR ATTACHED WHICH HELD A HIKER'S LOG FOR HIKERS WHO CLIMBED THIS
 QH0260'PEAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1711 ***********************************************************************
 QF1711  DESIGNATION -  LEA
 QF1711  PID         -  QF1711
 QF1711  STATE/COUNTY-  ME/WASHINGTON
 QF1711  USGS QUAD   -  FOREST CITY (1988)
 QF1711
 QF1711                         *CURRENT SURVEY CONTROL
 QF1711  ___________________________________________________________________
 QF1711* NAD 83(1996)-  45 40 40.55558(N)    067 44 05.88708(W)     ADJUSTED  
 QF1711* NAVD 88     -       155.     (meters)     509.     (feet)  SCALED    
 QF1711  ___________________________________________________________________
 QF1711  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 QF1711  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 QF1711
 QF1711  HORZ ORDER  -  THIRD
 QF1711
 QF1711.The horizontal coordinates were established by classical geodetic methods
 QF1711.and adjusted by the National Geodetic Survey in March 1998..
 QF1711
 QF1711.The orthometric height was scaled from a topographic map.
 QF1711
 QF1711.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1711
 QF1711.The geoid height was determined by GEOID03.
 QF1711
 QF1711;                    North         East     Units Scale Factor Converg.
 QF1711;SPC ME E     -   223,764.947   359,598.746   MT  0.99994366   +0 32 50.4
 QF1711;UTM  19      - 5,059,042.725   598,520.898   MT  0.99971933   +0 54 18.4
 QF1711
 QF1711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1711!SPC ME E     -   0.99997946  x   0.99994366  =   0.99992312
 QF1711!UTM  19      -   0.99997946  x   0.99971933  =   0.99969879
 QF1711
 QF1711|---------------------------------------------------------------------|
 QF1711| PID    Reference Object                     Distance      Geod. Az  |
 QF1711|                                                           dddmmss.s |
 QF1711| CE8920 LEA RM 2                             16.490 METERS 02310     |
 QF1711| QF1698 GIB IBC                             APPROX. 0.5 KM 0315658.0 |
 QF1711| CE8919 LEA RM 1                             31.071 METERS 24313     |
 QF1711| QF1719 LARK                                400.572 METERS 2875251.5 |
 QF1711|---------------------------------------------------------------------|
 QF1711
 QF1711                          SUPERSEDED SURVEY CONTROL
 QF1711
 QF1711  NAD 83(1992)-  45 40 40.55239(N)    067 44 05.88523(W) AD(       ) 3
 QF1711  NAD 83(1986)-  45 40 40.55662(N)    067 44 05.90151(W) AD(       ) 3
 QF1711  NAD 27      -  45 40 40.33800(N)    067 44 07.86900(W) AD(       ) 3
 QF1711
 QF1711.Superseded values are not recommended for survey control.
 QF1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1711.See file dsdata.txt to determine how the superseded data were derived.
 QF1711
 QF1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9852159043(NAD 83)
 QF1711_MARKER: DD = SURVEY DISK
 QF1711_SETTING: 80 = SET IN A BOULDER
 QF1711_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF1711
 QF1711  HISTORY     - Date     Condition        Report By
 QF1711  HISTORY     - 1946     MONUMENTED       IBC
 QF1711  HISTORY     - 1955     GOOD             IBC
 QF1711
 QF1711                          STATION DESCRIPTION
 QF1711
 QF1711'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF1711'IN AN OPEN HAYFIELD, 40 FEET W OF THE TOP OF THE SLOPE W OF MUD LAKE.
 QF1711'
 QF1711'TO REACH THE STATION, PROCEED N ABOUT A MILE FROM THE CUSTOMS HOUSE
 QF1711'IN FOREST CITY TO A POINT ABOUT 500 FEET BEYOND THE LAST HOUSE ON THE
 QF1711'E SIDE OF THE ROAD, THEN PROCEED E DIRECTLY TOWARD MUD LAKE.  THERE
 QF1711'IS A STONE PILE 50 FEET NE OF STATION, A STONE - AND - WIRE FENCE 120
 QF1711'FEET S, A LARGE ROCK ABOUT 100 FEET W, AND A LARGE CIRCULAR GROVE OF
 QF1711'TREES 400 FEET N IN THE NEXT FIELD.
 QF1711'
 QF1711'STATION MARK IS AN IBC TABLET SET IN A DRILL HOLE IN A ROCK 2 BY 3
 QF1711'FEET AND 1 FOOT HIGH.
 QF1711'
 QF1711'REFERENCE MARK 1 IS A DRILL HOLE IN A SLOPING ROCK WITH A FLAT TOP
 QF1711'6 BY 5 FEET AND 2 FEET HIGH, W OF STATION.
 QF1711'
 QF1711'REFERENCE MARK 2 IS A DRILL HOLE IN OUTCROPPING ROCK 1 FOOT HIGH ON
 QF1711'THE S SIDE OF THE STONE PILE NE.
 QF1711
 QF1711                          STATION RECOVERY (1955)
 QF1711
 QF1711'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1711'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0637 ***********************************************************************
 PD0637  DESIGNATION -  LEACH
 PD0637  PID         -  PD0637
 PD0637  STATE/COUNTY-  ME/WASHINGTON
 PD0637  USGS QUAD   -  EASTPORT (1977)
 PD0637
 PD0637                         *CURRENT SURVEY CONTROL
 PD0637  ___________________________________________________________________
 PD0637* NAD 83(1996)-  44 56 17.98856(N)    067 06 07.60311(W)     ADJUSTED  
 PD0637* NAVD 88     -         6.     (meters)      20.     (feet)  VERTCON   
 PD0637  ___________________________________________________________________
 PD0637  LAPLACE CORR-           3.98  (seconds)                    DEFLEC99
 PD0637  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 PD0637
 PD0637  HORZ ORDER  -  THIRD
 PD0637
 PD0637.The horizontal coordinates were established by classical geodetic methods
 PD0637.and adjusted by the National Geodetic Survey in March 1998..
 PD0637
 PD0637.The NAVD 88 height was computed by applying the VERTCON shift value to
 PD0637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PD0637
 PD0637.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0637
 PD0637.The geoid height was determined by GEOID03.
 PD0637
 PD0637;                    North         East     Units Scale Factor Converg.
 PD0637;SPC ME E     -   142,241.499   410,326.225   MT  1.00004963   +0 59 15.0
 PD0637;UTM  19      - 4,977,851.811   649,743.082   MT  0.99987573   +1 20 26.9
 PD0637
 PD0637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0637!SPC ME E     -   1.00000265  x   1.00004963  =   1.00005228
 PD0637!UTM  19      -   1.00000265  x   0.99987573  =   0.99987838
 PD0637
 PD0637                          SUPERSEDED SURVEY CONTROL
 PD0637
 PD0637  NAD 83(1992)-  44 56 17.97874(N)    067 06 07.60374(W) AD(       ) 3
 PD0637  NAD 83(1986)-  44 56 17.97874(N)    067 06 07.60461(W) AD(       ) 3
 PD0637  NGVD 29 (09/20/87)    6.     (m)           20.     (f) VERT ANG       
 PD0637
 PD0637.Superseded values are not recommended for survey control.
 PD0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0637.See file dsdata.txt to determine how the superseded data were derived.
 PD0637
 PD0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK4974377852(NAD 83)
 PD0637_MARKER: DD = SURVEY DISK
 PD0637_SETTING: 66 = SET IN ROCK OUTCROP
 PD0637_SP_SET: SET IN A ROCK LEDGE
 PD0637_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0637_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0637+STABILITY: POSITION/ELEVATION WELL
 PD0637
 PD0637  HISTORY     - Date     Condition        Report By
 PD0637  HISTORY     - 1986     MONUMENTED       NOS
 PD0637
 PD0637                          STATION DESCRIPTION
 PD0637
 PD0637'DESCRIBED BY NATIONAL OCEAN SERVICE 1986 (JGF)
 PD0637'THE STATION IS LOCATED 3 MILES WEST OF QUODDY VILLAGE ON THE EAST
 PD0637'SIDE OF EAST BAY AT LEACH POINT.
 PD0637'
 PD0637'TO REACH, THE STATION WAS REACHED BY BOAT.
 PD0637'
 PD0637'THE STATION IS A NOS BRONZE DISK STAMPED---LEACH 1986---,CEMENTED IN
 PD0637'A DRILL HOLE IN A ROCK LEDGE.
 PD0637'IT IS LOCATED,
 PD0637'0.30 METERS (1.0 FT) EAST FROM WEST EDGE OF LEDGE
 PD0637'0.91 METERS (3.0 FT) WEST FROM THE TREE/GRASS LINE
 PD0637'0.91 METERS (3.0 FT) ABOVE HIGH WATER.
 PD0637'
 PD0637'HEIGHT OF LIGHT SHOWN WAS 1.3 METERS ABOVE THE MARK.
 PD0637'DESCRIBED BY J. G. FREDERICK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0865 ***********************************************************************
 PD0865  DESIGNATION -  LEACH 1887
 PD0865  PID         -  PD0865
 PD0865  STATE/COUNTY-  ME/WASHINGTON
 PD0865  USGS QUAD   -  EASTPORT (1977)
 PD0865
 PD0865                         *CURRENT SURVEY CONTROL
 PD0865  ___________________________________________________________________
 PD0865* NAD 83(1996)-  44 56 22.41796(N)    067 06 00.82454(W)     ADJUSTED  
 PD0865* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 PD0865  ___________________________________________________________________
 PD0865  LAPLACE CORR-           3.92  (seconds)                    DEFLEC99
 PD0865  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 PD0865
 PD0865  HORZ ORDER  -  THIRD
 PD0865
 PD0865.The horizontal coordinates were established by classical geodetic methods
 PD0865.and adjusted by the National Geodetic Survey in March 1998..
 PD0865
 PD0865.The orthometric height was scaled from a topographic map.
 PD0865
 PD0865.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0865
 PD0865.The geoid height was determined by GEOID03.
 PD0865
 PD0865;                    North         East     Units Scale Factor Converg.
 PD0865;SPC ME E     -   142,380.782   410,472.473   MT  1.00005002   +0 59 19.8
 PD0865;UTM  19      - 4,977,991.969   649,888.443   MT  0.99987626   +1 20 31.8
 PD0865
 PD0865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0865!SPC ME E     -   1.00000123  x   1.00005002  =   1.00005125
 PD0865!UTM  19      -   1.00000123  x   0.99987626  =   0.99987749
 PD0865
 PD0865                          SUPERSEDED SURVEY CONTROL
 PD0865
 PD0865  NAD 83(1992)-  44 56 22.40775(N)    067 06 00.82470(W) AD(       ) 3
 PD0865  NAD 83(1986)-  44 56 22.40542(N)    067 06 00.82592(W) AD(       ) 3
 PD0865  NAD 27      -  44 56 22.12000(N)    067 06 02.89500(W) AD(       ) 3
 PD0865
 PD0865.Superseded values are not recommended for survey control.
 PD0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0865.See file dsdata.txt to determine how the superseded data were derived.
 PD0865
 PD0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK4988877992(NAD 83)
 PD0865
 PD0865  HISTORY     - Date     Condition        Report By
 PD0865  HISTORY     - 1887     MONUMENTED       CGS
 PD0865  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0865
 PD0865                          STATION DESCRIPTION
 PD0865
 PD0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0865'STATION IS IN THE S PART OF PERRY AND S OF THE TELEGRAPH
 PD0865'ROAD TO EASTPORT, ON THE E SIDE OF EAST BAY, ON THE FARM OF
 PD0865'MRS. J.H. LEACH, AT THE END OF THE ROAD BRANCHING TO THE S
 PD0865'FROM THE TELEGRAPH ROAD, ABOUT 700 METERS E FROM THE HEAD OF
 PD0865'EAST BAY, AND RUNNING S TO HER FARM AND TO THAT OF
 PD0865'MR. LINCOLN.  THE STATION WAS A 5-FOOT POLE NAILED ON THE
 PD0865'E GABLE END OF THE BARN BEHIND MRS. LEACHS HOUSE.  THE RIDGE
 PD0865'POLE OF THE BARN WAS 2 FEET W.  IN 1913 THE POLE WAS GONE,
 PD0865'BUT STATION COULD BE RECOVERED BY MEASURING FROM THE RIDGE
 PD0865'POLE.
 PD0865'
 PD0865'BARN IN POOR CONDITION IN 1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2245 ***********************************************************************
 OC2245  DESIGNATION -  LEACHS HILL
 OC2245  PID         -  OC2245
 OC2245  STATE/COUNTY-  ME/YORK
 OC2245  USGS QUAD   -  KITTERY (1989)
 OC2245
 OC2245                         *CURRENT SURVEY CONTROL
 OC2245  ___________________________________________________________________
 OC2245* NAD 83(1996)-  43 06 47.84598(N)    070 42 19.94368(W)     ADJUSTED  
 OC2245* NAVD 88     -        18.     (meters)      59.     (feet)  SCALED    
 OC2245  ___________________________________________________________________
 OC2245  LAPLACE CORR-           3.20  (seconds)                    DEFLEC99
 OC2245  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 OC2245
 OC2245  HORZ ORDER  -  THIRD
 OC2245
 OC2245.The horizontal coordinates were established by classical geodetic methods
 OC2245.and adjusted by the National Geodetic Survey in March 1998..
 OC2245
 OC2245.The orthometric height was scaled from a topographic map.
 OC2245
 OC2245.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2245
 OC2245.The geoid height was determined by GEOID03.
 OC2245
 OC2245;                    North         East     Units Scale Factor Converg.
 OC2245;SPC ME W     -    31,240.990   856,141.987   MT  0.99999032   -0 22 05.9
 OC2245;SPC NH       -    68,575.976   378,224.706   MT  1.00004191   +0 39 24.9
 OC2245;SPC NH       -   224,986.35  1,240,892.22   sFT  1.00004191   +0 39 24.9
 OC2245;UTM  19      - 4,774,807.359   361,238.546   MT  0.99983687   -1 09 57.0
 OC2245
 OC2245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2245!SPC ME W     -   1.00000138  x   0.99999032  =   0.99999170
 OC2245!SPC NH       -   1.00000138  x   1.00004191  =   1.00004329
 OC2245!UTM  19      -   1.00000138  x   0.99983687  =   0.99983825
 OC2245
 OC2245:                Primary Azimuth Mark                     Grid Az
 OC2245:SPC ME W     -  TELEGRAPH HILL                           179 08 02.3
 OC2245:SPC NH       -  TELEGRAPH HILL                           178 06 31.5
 OC2245:UTM  19      -  TELEGRAPH HILL                           179 55 53.4
 OC2245
 OC2245|---------------------------------------------------------------------|
 OC2245| PID    Reference Object                     Distance      Geod. Az  |
 OC2245|                                                           dddmmss.s |
 OC2245| OC2246 TELEGRAPH HILL                      APPROX. 2.7 KM 1784556.4 |
 OC2245|---------------------------------------------------------------------|
 OC2245
 OC2245                          SUPERSEDED SURVEY CONTROL
 OC2245
 OC2245  NAD 83(1992)-  43 06 47.84489(N)    070 42 19.94373(W) AD(       ) 3
 OC2245  NAD 83(1986)-  43 06 47.84930(N)    070 42 19.94765(W) AD(       ) 3
 OC2245  NAD 27      -  43 06 47.53000(N)    070 42 21.78000(W) AD(       ) 3
 OC2245
 OC2245.Superseded values are not recommended for survey control.
 OC2245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2245.See file dsdata.txt to determine how the superseded data were derived.
 OC2245
 OC2245_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH6123974807(NAD 83)
 OC2245
 OC2245  HISTORY     - Date     Condition        Report By
 OC2245  HISTORY     - UNK      MONUMENTED
 OC2245  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OC2245
 OC2245                          STATION DESCRIPTION
 OC2245
 OC2245'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (EHK)
 OC2245'STATION WAS NOT RECOVERED.  THIS IS AN UNDESCRIBED TRIANGULATION
 OC2245'STATION.  A 1-HR. SEARCH IN THE AREA INDICATED BY THE
 OC2245'GEOGRAPHIC POSITION INDICATED NOT A TRACE OF A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2091 ***********************************************************************
 PE2091  DESIGNATION -  LEADBETTERS ISLAND 1868
 PE2091  PID         -  PE2091
 PE2091  STATE/COUNTY-  ME/KNOX
 PE2091  USGS QUAD   -  LEADBETTER ISLAND (1982)
 PE2091
 PE2091                         *CURRENT SURVEY CONTROL
 PE2091  ___________________________________________________________________
 PE2091* NAD 83(1996)-  44 04 46.24605(N)    068 54 19.97712(W)     ADJUSTED  
 PE2091* NAVD 88     -        31.     (meters)     102.     (feet)  SCALED    
 PE2091  ___________________________________________________________________
 PE2091  LAPLACE CORR-           2.52  (seconds)                    DEFLEC99
 PE2091  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 PE2091
 PE2091  HORZ ORDER  -  THIRD
 PE2091
 PE2091.The horizontal coordinates were established by classical geodetic methods
 PE2091.and adjusted by the National Geodetic Survey in March 1998..
 PE2091
 PE2091.The orthometric height was scaled from a topographic map.
 PE2091
 PE2091.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2091
 PE2091.The geoid height was determined by GEOID03.
 PE2091
 PE2091;                    North         East     Units Scale Factor Converg.
 PE2091;SPC ME E     -    45,946.617   267,519.153   MT  0.99991297   -0 16 55.7
 PE2091;UTM  19      - 4,880,708.549   507,562.389   MT  0.99960070   +0 03 56.5
 PE2091
 PE2091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2091!SPC ME E     -   0.99999908  x   0.99991297  =   0.99991205
 PE2091!UTM  19      -   0.99999908  x   0.99960070  =   0.99959978
 PE2091
 PE2091:                Primary Azimuth Mark                     Grid Az
 PE2091:SPC ME E     -  LANES CAPT HOUSE S CHIMNEY               128 53 49.1
 PE2091:UTM  19      -  LANES CAPT HOUSE S CHIMNEY               128 32 56.9
 PE2091
 PE2091|---------------------------------------------------------------------|
 PE2091| PID    Reference Object                     Distance      Geod. Az  |
 PE2091|                                                           dddmmss.s |
 PE2091| PE2077 LANES CAPT HOUSE S CHIMNEY          APPROX. 7.2 KM 1283653.4 |
 PE2091| PE2083 HERON NECK LIGHTHOUSE               APPROX. 7.0 KM 1495521.3 |
 PE2091| PE2092 HURRICANE ISLAND 1859               APPROX. 5.0 KM 1661239.4 |
 PE2091|---------------------------------------------------------------------|
 PE2091
 PE2091                          SUPERSEDED SURVEY CONTROL
 PE2091
 PE2091  NAD 83(1992)-  44 04 46.25169(N)    068 54 19.95694(W) AD(       ) 3
 PE2091  NAD 83(1986)-  44 04 46.25524(N)    068 54 19.96053(W) AD(       ) 3
 PE2091  NAD 27      -  44 04 45.96000(N)    068 54 21.85100(W) AD(       ) 3
 PE2091
 PE2091.Superseded values are not recommended for survey control.
 PE2091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2091.See file dsdata.txt to determine how the superseded data were derived.
 PE2091
 PE2091_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ0756280709(NAD 83)
 PE2091
 PE2091  HISTORY     - Date     Condition        Report By
 PE2091  HISTORY     - 1868     MONUMENTED       COASUR
 PE2091  HISTORY     - 1911     SEE DESCRIPTION  CGS
 PE2091  HISTORY     - 1954     SEE DESCRIPTION  CGS
 PE2091
 PE2091                          STATION DESCRIPTION
 PE2091
 PE2091'DESCRIBED BY COAST AND GEODETIC SURVEY 1911
 PE2091'ON A BARE LEDGE ON THE NW SIDE OF THE ISLAND OF THAT NAME LYING
 PE2091'IN PENOBSCOT BAY NEAR THE W SIDE OF VINAL HAVEN ISLAND.
 PE2091'
 PE2091'THE STATION IS ON THE SUMMIT OF THE LEDGE AND IS A HOLE DRILLED
 PE2091'IN A ROCK.
 PE2091'
 PE2091'TWO REFERENCE MARKS, ARE 3/4-INCH DRILL HOLES FILLED WITH
 PE2091'LEAD, AND PLACED, RESPECTIVELY, 12.98 METERS S AND 12.85 METERS
 PE2091'ENE OF THE STATION.
 PE2091
 PE2091                          STATION RECOVERY (1954)
 PE2091
 PE2091'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 PE2091'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 PE2091'1911 DESCRIPTION IS ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1978 ***********************************************************************
 QF1978  DESIGNATION -  LEAF TABLET IBC
 QF1978  PID         -  QF1978
 QF1978  STATE/COUNTY-  ME/AROOSTOOK
 QF1978  USGS QUAD   -  ORIENT (1989)
 QF1978
 QF1978                         *CURRENT SURVEY CONTROL
 QF1978  ___________________________________________________________________
 QF1978* NAD 83(1996)-  45 52 10.23635(N)    067 48 18.95896(W)     ADJUSTED  
 QF1978* NAVD 88     -       133.     (meters)     436.     (feet)  SCALED    
 QF1978  ___________________________________________________________________
 QF1978  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 QF1978  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 QF1978
 QF1978  HORZ ORDER  -  THIRD
 QF1978
 QF1978.The horizontal coordinates were established by classical geodetic methods
 QF1978.and adjusted by the National Geodetic Survey in March 1998..
 QF1978
 QF1978.The orthometric height was scaled from a topographic map.
 QF1978
 QF1978.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1978
 QF1978.The geoid height was determined by GEOID03.
 QF1978
 QF1978;                    North         East     Units Scale Factor Converg.
 QF1978;SPC ME E     -   245,006.164   353,937.294   MT  0.99993575   +0 29 55.2
 QF1978;UTM  19      - 5,080,243.300   592,728.024   MT  0.99970571   +0 51 27.3
 QF1978
 QF1978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1978!SPC ME E     -   0.99998288  x   0.99993575  =   0.99991863
 QF1978!UTM  19      -   0.99998288  x   0.99970571  =   0.99968860
 QF1978
 QF1978                          SUPERSEDED SURVEY CONTROL
 QF1978
 QF1978  NAD 83(1992)-  45 52 10.23380(N)    067 48 18.95387(W) AD(       ) 4
 QF1978  NAD 83(1986)-  45 52 10.17959(N)    067 48 19.36379(W) AD(       ) 4
 QF1978  NAD 27      -  45 52 10.06364(N)    067 48 20.68541(W) AD(       ) 3
 QF1978
 QF1978.Superseded values are not recommended for survey control.
 QF1978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1978.See file dsdata.txt to determine how the superseded data were derived.
 QF1978
 QF1978_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9272880243(NAD 83)
 QF1978_MARKER: DD = SURVEY DISK
 QF1978_SETTING: 0 = UNSPECIFIED SETTING
 QF1978_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QF1978
 QF1978  HISTORY     - Date     Condition        Report By
 QF1978  HISTORY     - 1912     MONUMENTED       IBC
 QF1978  HISTORY     - 1946     POOR             IBC
 QF1978  HISTORY     - 1955     POOR             IBC
 QF1978
 QF1978                          STATION DESCRIPTION
 QF1978
 QF1978'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (JEM)
 QF1978'ABOUT 53 METERS W OF MONUMENT BROOK AT MEDIUM WATER LEVEL, 200 METERS
 QF1978'ABOVE THE MOUTH OF GREENLEAF BROOK, ON A TINY KNOLL IN THE MIDST OF
 QF1978'THE SWAMP.
 QF1978'
 QF1978'THE SUBSURFACE MARK IS A PINT BOTTLE FILLED WITH SAND SET ABOUT 2-1/2
 QF1978'FEET BELOW THE SURFACE OF THE GROUND.  THE SURFACE MARK IS A BRONZE
 QF1978'DISK SET AND CENTERED OVER THE SUBSURFACE MARK IS A GRANITE POST 8
 QF1978'INCHES SQUARE AND 2-1/2 FEET LONG.  THE LETTERS---U.S.C.B.---ARE CUT
 QF1978'IN THE VERTICAL FACES OF THE POST, ONE LETTER IN EACH FACE.
 QF1978
 QF1978                          STATION RECOVERY (1946)
 QF1978
 QF1978'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF1978'IN 1946 WHEN BROOK WAS HIGH, THE WATER CAME TO THE EDGE OF THE
 QF1978'GUSHES ON THE POINT ABOUT 35 FEET FROM THE STATION, WHICH IS AT THE
 QF1978'NW EDGE OF A GROVE OF CEDAR TREES ABOUT 30 FEET HIGH ON THE HIGHEST
 QF1978'PART OF THE KNOLL.  POST WAS LEANING AND RESTORED TO PLACE.
 QF1978
 QF1978                          STATION RECOVERY (1955)
 QF1978
 QF1978'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1978'POST HAS HEAVED SOME AND CONCRETE IS BROKEN OFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0895 ***********************************************************************
 PE0895  DESIGNATION -  LEDGE
 PE0895  PID         -  PE0895
 PE0895  STATE/COUNTY-  ME/KNOX
 PE0895  USGS QUAD   -  CAMDEN (1991)
 PE0895
 PE0895                         *CURRENT SURVEY CONTROL
 PE0895  ___________________________________________________________________
 PE0895* NAD 83(1986)-  44 12 22.     (N)    069 03 36.     (W)     SCALED    
 PE0895* NAVD 88     -         2.941  (meters)       9.65   (feet)  ADJUSTED  
 PE0895  ___________________________________________________________________
 PE0895  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 PE0895  DYNAMIC HT  -           2.940 (meters)       9.65  (feet)  COMP
 PE0895  MODELED GRAV-     980,526.8   (mgal)                       NAVD 88
 PE0895
 PE0895  VERT ORDER  -  SECOND    CLASS 0
 PE0895
 PE0895.The horizontal coordinates were scaled from a topographic map and have
 PE0895.an estimated accuracy of +/- 6 seconds.
 PE0895
 PE0895.The orthometric height was determined by differential leveling
 PE0895.and adjusted by the National Geodetic Survey in June 1991..
 PE0895
 PE0895.The geoid height was determined by GEOID03.
 PE0895
 PE0895.The dynamic height is computed by dividing the NAVD 88
 PE0895.geopotential number by the normal gravity value computed on the
 PE0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0895.degrees latitude (g = 980.6199 gals.).
 PE0895
 PE0895.The modeled gravity was interpolated from observed gravity values.
 PE0895
 PE0895;                    North         East    Units  Estimated Accuracy
 PE0895;SPC ME E     -    60,090.      255,250.      MT  (+/- 180 meters Scaled)
 PE0895
 PE0895                          SUPERSEDED SURVEY CONTROL
 PE0895
 PE0895  NGVD 29 (??/??/92)    3.153  (m)           10.34   (f) ADJ UNCH    2 0
 PE0895
 PE0895.Superseded values are not recommended for survey control.
 PE0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0895.See file dsdata.txt to determine how the superseded data were derived.
 PE0895
 PE0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ952947(NAD 83)
 PE0895_MARKER: DD = SURVEY DISK
 PE0895_SETTING: 66 = SET IN ROCK OUTCROP
 PE0895_SP_SET: ROCK LEDGE
 PE0895_STAMPING: BM LEDGE 15.19
 PE0895_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0895+STABILITY: POSITION/ELEVATION WELL
 PE0895_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PE0895+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2005
 PE0895
 PE0895  HISTORY     - Date     Condition        Report By
 PE0895  HISTORY     - UNK      MONUMENTED       DOD
 PE0895  HISTORY     - 1962     GOOD             NGS
 PE0895  HISTORY     - 20050505 GOOD             GEOCAC
 PE0895
 PE0895                          STATION DESCRIPTION
 PE0895
 PE0895'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PE0895'0.3 MI SE FROM CAMDEN.
 PE0895'ABOUT 0.2 MILE SOUTHEAST ALONG BAYVIEW STREET FROM THE POST
 PE0895'OFFICE AT CAMDEN, THENCE 0.1 MILE SOUTHEAST ALONG BAY ROAD, ABOUT
 PE0895'100 YARDS SOUTHEAST OF THE CAMDEN YATCH CLUB, SET IN THE TOP OF
 PE0895'A LARGE GREY ROCK LEDGE DIRECTLY ACROSS BAY ROAD FROM THE
 PE0895'HARRIS B. YOUNGS RESIDENCE, 64 FEET SOUTHEAST OF THE SOUTHEAST
 PE0895'CORNER OF A WORKSHOP, 42.5 FEET EAST OF THE CENTER LINE OF BAY
 PE0895'STREET, 13 FEET EAST OF THE EAST EDGE OF A BLUFF, 21 FEET
 PE0895'WEST OF THE EAST EDGE OF A ROCK BLUFF, 41 PACES NORTH OF TIDAL
 PE0895'6 (1948) AND ABOUT 10 FEET BELOW THE LEVEL OF THE ROAD.  TIDAL
 PE0895'STATION 32, CAMDEN, PENOBSCOT BAY, MAINE.
 PE0895
 PE0895                          STATION RECOVERY (2005)
 PE0895
 PE0895'RECOVERY NOTE BY GEOCACHING 2005 (HMT)
 PE0895'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0510 ***********************************************************************
 OB0510  DESIGNATION -  LEDGE
 OB0510  PID         -  OB0510
 OB0510  STATE/COUNTY-  ME/SAGADAHOC
 OB0510  USGS QUAD   -  BATH (1980)
 OB0510
 OB0510                         *CURRENT SURVEY CONTROL
 OB0510  ___________________________________________________________________
 OB0510* NAD 83(1996)-  43 54 04.94873(N)    069 48 46.97479(W)     ADJUSTED  
 OB0510* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 OB0510  ___________________________________________________________________
 OB0510  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 OB0510  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 OB0510
 OB0510  HORZ ORDER  -  THIRD
 OB0510
 OB0510.The horizontal coordinates were established by classical geodetic methods
 OB0510.and adjusted by the National Geodetic Survey in March 1998..
 OB0510
 OB0510.The orthometric height was scaled from a topographic map.
 OB0510
 OB0510.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0510
 OB0510.The geoid height was determined by GEOID03.
 OB0510
 OB0510;                    North         East     Units Scale Factor Converg.
 OB0510;SPC ME W     -   118,716.116   928,408.363   MT  0.99997659   +0 14 42.7
 OB0510;UTM  19      - 4,861,240.086   434,706.585   MT  0.99965243   -0 33 49.7
 OB0510
 OB0510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0510!SPC ME W     -   1.00000407  x   0.99997659  =   0.99998066
 OB0510!UTM  19      -   1.00000407  x   0.99965243  =   0.99965650
 OB0510
 OB0510:                Primary Azimuth Mark                     Grid Az
 OB0510:SPC ME W     -  DOUBLING POINT LIGHT                     166 14 26.4
 OB0510:UTM  19      -  DOUBLING POINT LIGHT                     167 02 58.8
 OB0510
 OB0510|---------------------------------------------------------------------|
 OB0510| PID    Reference Object                     Distance      Geod. Az  |
 OB0510|                                                           dddmmss.s |
 OB0510| OB0518 DOUBLING POINT LIGHT                APPROX. 2.2 KM 1662909.1 |
 OB0510| OB0497 BATH WINTER STREET CH SPIRE         APPROX. 1.6 KM 3500417.5 |
 OB0510| OB0521 BATH RED CHURCH SPIRE               APPROX. 2.7 KM 3585329.1 |
 OB0510|---------------------------------------------------------------------|
 OB0510
 OB0510                          SUPERSEDED SURVEY CONTROL
 OB0510
 OB0510  NAD 83(1992)-  43 54 04.94752(N)    069 48 46.97334(W) AD(       ) 3
 OB0510  NAD 83(1986)-  43 54 04.95301(N)    069 48 46.97864(W) AD(       ) 3
 OB0510  NAD 27      -  43 54 04.65900(N)    069 48 48.80400(W) AD(       ) 3
 OB0510
 OB0510.Superseded values are not recommended for survey control.
 OB0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0510.See file dsdata.txt to determine how the superseded data were derived.
 OB0510
 OB0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3470761240(NAD 83)
 OB0510_MARKER: DD = SURVEY DISK
 OB0510_SETTING: 80 = SET IN A BOULDER
 OB0510_STAMPING: LEDGE 1903-1934
 OB0510_MARK LOGO: USE   
 OB0510_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OB0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OB0510+STABILITY: SURFACE MOTION
 OB0510
 OB0510  HISTORY     - Date     Condition        Report By
 OB0510  HISTORY     - 1903     MONUMENTED       USE
 OB0510  HISTORY     - 1913     SEE DESCRIPTION  CGS
 OB0510  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0510  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0510  HISTORY     - 19910101 GOOD             USE
 OB0510  HISTORY     - 20020916 MARK NOT FOUND   USPSQD
 OB0510
 OB0510                          STATION DESCRIPTION
 OB0510
 OB0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 OB0510'ON THE SOUTHERNMOST OF THREE ROCKS ON THE KENNEBEC RIVER OFF THE
 OB0510'WHARVES AT S END OF BATH.  THE STATION AND REFERENCE MARKS ARE
 OB0510'STANDARD BRONZE DISKS WEDGED IN DRILL HOLES IN BOULDERS.  THE
 OB0510'REFERENCE MARK IS 3.30 METERS TO THE WESTWARD OF THE STATION.
 OB0510
 OB0510                          STATION RECOVERY (1934)
 OB0510
 OB0510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0510'THIS STATION WAS RECOVERED AS DESCRIBED.  IT IS ON THE SOUTHERNMOST
 OB0510'OF THREE ROCKS IN THE KENNEBEC RIVER, 40 METERS FROM THE W BANK, OFF
 OB0510'THE WHARVES AT THE S END OF BATH, JUST BELOW THE BATH IRON
 OB0510'WORKS.  THE STANDARD DISK MARKING THE STATION WAS LOOSE IN ITS
 OB0510'HOLE AND WAS RE-SET AND STAMPED LEDGE 1903-1934.  THE OLD
 OB0510'REFERENCE MARK HAD BEEN BROKEN OFF AND LOST SO TWO NEW REFERENCE
 OB0510'MARKS, STANDARD BRONZE DISKS WEDGED IN DRILL HOLES IN BOULDERS,
 OB0510'WERE ESTABLISHED.  THE STATION WAS NOT OCCUPIED
 OB0510'WITH A THEODOLITE IN 1934, BUT MAGNETIC AZIMUTHS WERE TAKEN TO
 OB0510'THE REFERENCE MARKS.  THE SHANK OF THE OLD REFERENCE MARK IS STILL
 OB0510'IN THE HOLE AND IS BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 OB0510'NO. 2.
 OB0510
 OB0510                          STATION RECOVERY (1942)
 OB0510
 OB0510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OB0510'STATION WAS RECOVERED IN GOOD CONDITION.  IT IS NEAR THE CENTER OF
 OB0510'THE S AND LARGEST ROCK OF TRUFANT LEDGES IN THE KENNEBEC RIVER, 40
 OB0510'METERS FROM THE W BANK, AND ABOUT 1/2 MILE S OF CARLTON BRIDGE AT
 OB0510'BATH.
 OB0510
 OB0510                          STATION RECOVERY (1991)
 OB0510
 OB0510'RECOVERY NOTE BY US ENGINEERS 1991 (POB)
 OB0510'RECOVERED AS DESCRIBED.
 OB0510
 OB0510                          STATION RECOVERY (2002)
 OB0510
 OB0510'RECOVERY NOTE BY US POWER SQUADRON 2002 (RHS)
 OB0510'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1767 ***********************************************************************
 OC1767  DESIGNATION -  LEDGE
 OC1767  PID         -  OC1767
 OC1767  STATE/COUNTY-  ME/CUMBERLAND
 OC1767  USGS QUAD   -  PORTLAND EAST (1975)
 OC1767
 OC1767                         *CURRENT SURVEY CONTROL
 OC1767  ___________________________________________________________________
 OC1767* NAD 83(1996)-  43 40 02.66992(N)    070 12 44.87330(W)     ADJUSTED  
 OC1767* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 OC1767  ___________________________________________________________________
 OC1767  LAPLACE CORR-           3.56  (seconds)                    DEFLEC99
 OC1767  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 OC1767
 OC1767  HORZ ORDER  -  THIRD
 OC1767
 OC1767.The horizontal coordinates were established by classical geodetic methods
 OC1767.and adjusted by the National Geodetic Survey in March 1998..
 OC1767
 OC1767.The orthometric height was scaled from a topographic map.
 OC1767
 OC1767.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1767
 OC1767.The geoid height was determined by GEOID03.
 OC1767
 OC1767;                    North         East     Units Scale Factor Converg.
 OC1767;SPC ME W     -    92,661.673   896,306.371   MT  0.99996683   -0 01 53.8
 OC1767;UTM  19      - 4,835,647.881   402,249.989   MT  0.99971753   -0 50 14.1
 OC1767
 OC1767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1767!SPC ME W     -   1.00000397  x   0.99996683  =   0.99997080
 OC1767!UTM  19      -   1.00000397  x   0.99971753  =   0.99972150
 OC1767
 OC1767                          SUPERSEDED SURVEY CONTROL
 OC1767
 OC1767  NAD 83(1992)-  43 40 02.66820(N)    070 12 44.87406(W) AD(       ) 3
 OC1767  NAD 83(1986)-  43 40 02.67425(N)    070 12 44.87959(W) AD(       ) 3
 OC1767  NAD 27      -  43 40 02.39000(N)    070 12 46.72000(W) AD(       ) 3
 OC1767
 OC1767.Superseded values are not recommended for survey control.
 OC1767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1767.See file dsdata.txt to determine how the superseded data were derived.
 OC1767
 OC1767_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0225035648(NAD 83)
 OC1767
 OC1767  HISTORY     - Date     Condition        Report By
 OC1767  HISTORY     - UNK      MONUMENTED
 OC1767  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1767
 OC1767                          STATION DESCRIPTION
 OC1767
 OC1767'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1767'STATION LOST.  NO SIGN OF MARKING FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1988 ***********************************************************************
 OC1988  DESIGNATION -  LEDGE
 OC1988  PID         -  OC1988
 OC1988  STATE/COUNTY-  ME/CUMBERLAND
 OC1988  USGS QUAD   -  RAYMOND (1981)
 OC1988
 OC1988                         *CURRENT SURVEY CONTROL
 OC1988  ___________________________________________________________________
 OC1988* NAD 83(1996)-  43 58 13.87426(N)    070 24 34.69116(W)     ADJUSTED  
 OC1988* NAVD 88     -       216.0    (meters)     709.     (feet)  VERTCON   
 OC1988  ___________________________________________________________________
 OC1988  LAPLACE CORR-           4.18  (seconds)                    DEFLEC99
 OC1988  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 OC1988
 OC1988  HORZ ORDER  -  SECOND
 OC1988
 OC1988.The horizontal coordinates were established by classical geodetic methods
 OC1988.and adjusted by the National Geodetic Survey in March 1998..
 OC1988
 OC1988.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC1988.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC1988
 OC1988.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1988
 OC1988.The geoid height was determined by GEOID03.
 OC1988
 OC1988;                    North         East     Units Scale Factor Converg.
 OC1988;SPC ME W     -   126,366.650   880,503.321   MT  0.99997134   -0 10 07.3
 OC1988;UTM  19      - 4,869,564.462   386,927.280   MT  0.99975725   -0 58 43.7
 OC1988
 OC1988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1988!SPC ME W     -   0.99997029  x   0.99997134  =   0.99994163
 OC1988!UTM  19      -   0.99997029  x   0.99975725  =   0.99972755
 OC1988
 OC1988|---------------------------------------------------------------------|
 OC1988| PID    Reference Object                     Distance      Geod. Az  |
 OC1988|                                                           dddmmss.s |
 OC1988| CE8274 LEDGE RM 1                           28.218 METERS 01740     |
 OC1988| OC1987 EDWARDS                             APPROX. 2.0 KM 1280800.3 |
 OC1988| CE8275 LEDGE RM 2                           28.817 METERS 31116     |
 OC1988|---------------------------------------------------------------------|
 OC1988
 OC1988                          SUPERSEDED SURVEY CONTROL
 OC1988
 OC1988  NAD 83(1992)-  43 58 13.87329(N)    070 24 34.69153(W) AD(       ) 2
 OC1988  NAD 83(1986)-  43 58 13.87983(N)    070 24 34.69607(W) AD(       ) 2
 OC1988  NAD 27      -  43 58 13.61215(N)    070 24 36.49291(W) AD(       ) 2
 OC1988  NGVD 29 (07/19/86)  216.2    (m)          709.     (f) VERT ANG       
 OC1988
 OC1988.Superseded values are not recommended for survey control.
 OC1988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1988.See file dsdata.txt to determine how the superseded data were derived.
 OC1988
 OC1988_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ8692769564(NAD 83)
 OC1988_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OC1988_SETTING: 80 = SET IN A BOULDER
 OC1988_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 OC1988
 OC1988  HISTORY     - Date     Condition        Report By
 OC1988  HISTORY     - 1976     MONUMENTED       NGS
 OC1988
 OC1988                          STATION DESCRIPTION
 OC1988
 OC1988'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC1988'THE STATION IS LOCATED 6.5 MILES SOUTH OF POLAND, 6.5 MILES
 OC1988'WEST OF NEW GLOUCESTER AND 6.0 MILES NORTH-NORTHEAST OF
 OC1988'RAYMOND ON PROPERTY OWNED BY C. W. CRANFORD.
 OC1988'
 OC1988'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 26 AND
 OC1988'122 IN POLAND, GO SOUTH ON ROUTE 26 FOR 1.7 MILES TO A CROSS
 OC1988'ROAD. TURN RIGHT, GO WEST ON A GRAVEL ROAD FOR 1.3 MILES TO A
 OC1988'SIDE ROAD RIGHT, CONTINUE STRAIGHT FOR 0.65 MILE TO A CROSS
 OC1988'ROAD, CONTINUE STRAIGHT FOR 0.75 MILE TO THE TOP OF A HILL,
 OC1988'WHERE THE MAIN ROAD TURNS SHARPLY TO THE RIGHT AND A SIDE ROAD
 OC1988'STRAIGHT AHEAD, CONTINUE STRAIGHT ON THE SIDE ROAD FOR ABOUT
 OC1988'200 FEET TO THE STATION ON THE RIGHT.
 OC1988'
 OC1988'THE STATION MARK, STAMPED---LEDGE 1976---, IS A STANDARD DISK
 OC1988'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 1.5
 OC1988'FEET ABOVE THE GROUND SURFACE. IT IS 76.5 FEET WEST OF THE SIDE
 OC1988'ROAD, 60.0 FEET EAST OF A DRIVEWAY AND 5.0 FEET NORTH-NORTHEAST
 OC1988'OF A METAL WITNESS POST.
 OC1988'
 OC1988'REFERENCE MARK 1, STAMPED---LEDGE NO 1 1976---, IS A STANDARD
 OC1988'DISK CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS
 OC1988'ABOUT 2 INCHES ABOVE THE GROUND SURFACE. IT IS 73.5 FEET WEST
 OC1988'OF THE SIDE ROAD, 84.5 FEET SOUTH OF THE MAIN ROAD AND 21.0
 OC1988'FEET EAST OF A DRIVEWAY.
 OC1988'
 OC1988'REFERENCE MARK 2, STAMPED---LEDGE NO 2 1976---, IS A STANDARD
 OC1988'DISK CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS
 OC1988'ABOUT 1 FOOT ABOVE THE GROUND SURFACE. IT IS 159.5 FEET SOUTH
 OC1988'OF THE MAIN ROAD, 34.5 FEET WEST OF A DRIVEWAY AND 56.5 FEET
 OC1988'NORTH OF A FLAG POLE.
 OC1988'
 OC1988'STATION EDWARDS CAN BE USED AS AN AZIMUTH MARK.
 OC1988'
 OC1988'THE HEIGHT OF LIGHT ABOVE THE STATION WAS 1.5 METERS.
 OC1988'
 OC1988'DESCRIBED BY JOHN R. HIGGINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0959 ***********************************************************************
 PD0959  DESIGNATION -  LEDGE 1883
 PD0959  PID         -  PD0959
 PD0959  STATE/COUNTY-  ME/WASHINGTON
 PD0959  USGS QUAD   -  CUTLER (1993)
 PD0959
 PD0959                         *CURRENT SURVEY CONTROL
 PD0959  ___________________________________________________________________
 PD0959* NAD 83(1996)-  44 41 02.02243(N)    067 11 36.69726(W)     ADJUSTED  
 PD0959* NAVD 88     -        64.     (meters)     210.     (feet)  SCALED    
 PD0959  ___________________________________________________________________
 PD0959  LAPLACE CORR-           4.11  (seconds)                    DEFLEC99
 PD0959  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 PD0959
 PD0959  HORZ ORDER  -  THIRD
 PD0959
 PD0959.The horizontal coordinates were established by classical geodetic methods
 PD0959.and adjusted by the National Geodetic Survey in March 1998..
 PD0959
 PD0959.The orthometric height was scaled from a topographic map.
 PD0959
 PD0959.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0959
 PD0959.The geoid height was determined by GEOID03.
 PD0959
 PD0959;                    North         East     Units Scale Factor Converg.
 PD0959;SPC ME E     -   113,849.096   403,565.847   MT  1.00003186   +0 55 07.6
 PD0959;UTM  19      - 4,949,423.379   643,158.687   MT  0.99985203   +1 16 13.9
 PD0959
 PD0959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0959!SPC ME E     -   0.99999350  x   1.00003186  =   1.00002536
 PD0959!UTM  19      -   0.99999350  x   0.99985203  =   0.99984553
 PD0959
 PD0959:                Primary Azimuth Mark                     Grid Az
 PD0959:SPC ME E     -  TRESCOTT ROCK                            038 11 24.2
 PD0959:UTM  19      -  TRESCOTT ROCK                            037 50 17.9
 PD0959
 PD0959|---------------------------------------------------------------------|
 PD0959| PID    Reference Object                     Distance      Geod. Az  |
 PD0959|                                                           dddmmss.s |
 PD0959| PD0894 TRESCOTT ROCK                       APPROX.10.7 KM 0390631.8 |
 PD0959| PD0962 ACKLEYS HOUSE CHIMNEY               APPROX. 3.9 KM 2123833.4 |
 PD0959| PD0989 RAMSDELLS HOUSE CHIMNEY             APPROX. 7.5 KM 2543601.8 |
 PD0959|---------------------------------------------------------------------|
 PD0959
 PD0959                          SUPERSEDED SURVEY CONTROL
 PD0959
 PD0959  NAD 83(1992)-  44 41 02.01990(N)    067 11 36.69450(W) AD(       ) 3
 PD0959  NAD 83(1986)-  44 41 02.01640(N)    067 11 36.69688(W) AD(       ) 3
 PD0959  NAD 27      -  44 41 01.71100(N)    067 11 38.76700(W) AD(       ) 3
 PD0959
 PD0959.Superseded values are not recommended for survey control.
 PD0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0959.See file dsdata.txt to determine how the superseded data were derived.
 PD0959
 PD0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK4315949423(NAD 83)
 PD0959
 PD0959  HISTORY     - Date     Condition        Report By
 PD0959  HISTORY     - 1883     MONUMENTED       CGS
 PD0959  HISTORY     - 1913     SEE DESCRIPTION  CGS
 PD0959  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0959
 PD0959                          STATION DESCRIPTION
 PD0959
 PD0959'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 PD0959'STATION IS ON A HIGH AND PROMINENT BARE ROCKY RIDGE ABOUT 2 MILES
 PD0959'NNE OF THE VILLAGE OF CUTLER AND 1/3 MILE NW OF THE SHORE ROAD.  THE
 PD0959'RIDGE LIES NEARLY E AND W AND HAS SEVERAL SUMMITS.  THE STATION IS
 PD0959'ON THE HIGHEST POINT NEAR THE MIDDLE OF THE RIDGE AND IS MARKED BY
 PD0959'A DRILL HOLE IN THE ROCK AND COVERED BY A CAIRN.  MAKERS HOUSE IS
 PD0959'ABOUT 1/2 MILE E OF THE STATION AND ON THE W SIDE OF THE ROAD.
 PD0959
 PD0959                          STATION RECOVERY (1946)
 PD0959
 PD0959'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0959'STATION RECOVERED IN GOOD CONDITION.  IT IS MARKED BY A 1/2-INCH
 PD0959'DRILL HOLE, 1 INCH DEEP, SURROUNDED BY A TRIANGLE, ABOUT 8-INCH
 PD0959'SIDES, CUT IN THE ROCK AND COVERED BY A CAIRN.  THE 1913
 PD0959'DESCRIPTION IS ADEQUATE AS TO LOCATION OF STATION.
 PD0959'
 PD0959'TO REACH STATION FROM POST OFFICE AT CUTLER, DRIVE NNE ON STATE
 PD0959'HIGHWAY 191 ABOUT 1.9 MILES TO CURVE IN ROAD JUST SW OF MAKERS
 PD0959'HOUSE.  FROM THIS POINT, WALK WNW ABOUT 0.4 MILE, SKIRTING S SIDE
 PD0959'OF FIRST LOW LEDGES, TO THE PROMINENT LEDGE AND STATION AT SUMMIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0440 ***********************************************************************
 SF0440  DESIGNATION -  LEDGES
 SF0440  PID         -  SF0440
 SF0440  STATE/COUNTY-  ME/AROOSTOOK
 SF0440  USGS QUAD   -  WHEELOCK (1985)
 SF0440
 SF0440                         *CURRENT SURVEY CONTROL
 SF0440  ___________________________________________________________________
 SF0440* NAD 83(1996)-  47 13 27.56847(N)    068 42 13.23951(W)     ADJUSTED  
 SF0440* NAVD 88     -       431.30   (+/-2cm)    1415.0    (feet)  VERTCON   
 SF0440  ___________________________________________________________________
 SF0440  LAPLACE CORR-           6.83  (seconds)                    DEFLEC99
 SF0440  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 SF0440
 SF0440  HORZ ORDER  -  SECOND
 SF0440  VERT ORDER  -  THIRD ? (See Below)
 SF0440
 SF0440.The horizontal coordinates were established by classical geodetic methods
 SF0440.and adjusted by the National Geodetic Survey in March 1998..
 SF0440
 SF0440.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0440.The vertical order pertains to the NGVD 29 superseded value.
 SF0440
 SF0440.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0440
 SF0440.The geoid height was determined by GEOID03.
 SF0440
 SF0440;                    North         East     Units Scale Factor Converg.
 SF0440;SPC ME E     -   395,380.395   284,575.594   MT  0.99990292   -0 08 58.2
 SF0440;UTM  19      - 5,230,135.558   522,433.607   MT  0.99960618   +0 13 03.0
 SF0440
 SF0440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0440!SPC ME E     -   0.99993626  x   0.99990292  =   0.99983919
 SF0440!UTM  19      -   0.99993626  x   0.99960618  =   0.99954247
 SF0440
 SF0440|---------------------------------------------------------------------|
 SF0440| PID    Reference Object                     Distance      Geod. Az  |
 SF0440|                                                           dddmmss.s |
 SF0440| DA5451 LEDGES RM 1                          16.586 METERS 00026     |
 SF0440| SF0457 LEDGES CATH CH SPIRE                APPROX. 2.1 KM 0020018.0 |
 SF0440| DA5453 LEDGES RM 3                          15.841 METERS 00241     |
 SF0440| SF0401 CLAIR CATH CH SP IBC 1976           APPROX. 8.4 KM 0661542.9 |
 SF0440| SF0400 FT KENT CATH CH SP IBC 1976         APPROX. 9.1 KM 0684903.6 |
 SF0440| SF0399 FT KENT CATH SCH CR IBC 1910        APPROX. 9.1 KM 0692123.0 |
 SF0440| SF0387 FT KENT CAB TV MAST IBC 1976        APPROX.12.8 KM 0740940.2 |
 SF0440| DA5452 LEDGES RM 2                          13.166 METERS 09822     |
 SF0440| SF0493 ST JOHN CATH CH CROSS               APPROX. 4.6 KM 2634158.3 |
 SF0440| DA5454 LEDGES TEMP STAKE                                  29057     |
 SF0440|---------------------------------------------------------------------|
 SF0440
 SF0440                          SUPERSEDED SURVEY CONTROL
 SF0440
 SF0440  NAD 83(1992)-  47 13 27.56197(N)    068 42 13.23548(W) AD(       ) 2
 SF0440  NAD 83(1986)-  47 13 27.56946(N)    068 42 13.23063(W) AD(       ) 2
 SF0440  NAD 27      -  47 13 27.43131(N)    068 42 15.05837(W) AD(       ) 2
 SF0440  NGVD 29 (07/19/86)  431.40   (m)         1415.4    (f) LEVELING    3  
 SF0440
 SF0440.Superseded values are not recommended for survey control.
 SF0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0440.See file dsdata.txt to determine how the superseded data were derived.
 SF0440
 SF0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN2243430136(NAD 83)
 SF0440
 SF0440  HISTORY     - Date     Condition        Report By
 SF0440  HISTORY     - 1915     MONUMENTED       CGS
 SF0440  HISTORY     - 1939     GOOD             IBC
 SF0440  HISTORY     - 1960     SEE DESCRIPTION  CGS
 SF0440  HISTORY     - 1976     SEE DESCRIPTION  NGS
 SF0440  HISTORY     - 1977     GOOD             IBC
 SF0440
 SF0440                          STATION DESCRIPTION
 SF0440
 SF0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1915 (JLR)
 SF0440'STATION IN ST. JOHN TOWNSHIP, ABOUT 1-1/2 MILES SOUTH OF THE
 SF0440'RAILWAY STATION IN LEDGES, NEW BRUNSWICK, ON THE EASTERLY HALF
 SF0440'OF LOT F, ON LAND OWNED BY ARTHUR V. DAIGLE.  IT IS ABOUT 250
 SF0440'FEET WEST OF THE EAST SIDE OF THE LOT AND 1600 FEET NORTH OF
 SF0440'THE RANGE LINE ON THE SOUTH SIDE OF THE LOT.  THE POST AT THE
 SF0440'SOUTHEASTERLY CORNER OF LOT F IS 1600 FEET DISTANT FROM THE
 SF0440'STATION IN AZIMUTH 342 DEG 40 MIN.  THE STATION IS ON THE
 SF0440'HIGHEST PART OF THE HILL, IN THE FIRST RANGE OF HILLS ON THE
 SF0440'SOUTH SIDE OF THE VALLEY, ALMOST OPPOSITE LEDGES.  THE HILL IS
 SF0440'COVERED WITH A HEAVY GROWTH OF MAPLE AND SMALL BIRCH.
 SF0440'
 SF0440'STATION IS MARKED BY A STANDARD COPPER BOLT OF THE GEODETIC
 SF0440'SURVEY OF CANADA SET IN AN IRREGULAR MASS OF CONCRETE ABOUT
 SF0440'1-1/2 FEET IN DIAMETER AND 1-1/2 FEET HIGH RESTING ON BEDROCK.  A
 SF0440'PYRAMID OF SMALL BOULDERS ABOUT 2 FEET HIGH WAS ERECTED OVER THE
 SF0440'MARK.
 SF0440
 SF0440                          STATION RECOVERY (1939)
 SF0440
 SF0440'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1939 (DFC)
 SF0440'THE STATION IS A LITTLE W OF THE HIGHEST PART OF THE HILL WHICH IN
 SF0440'1939 WAS COVERED WITH A HEAVY GROWTH OF MEDIUM SIZED MAPLE AND SMALL
 SF0440'BIRCH.  THE STATION MAY BE REACHED FROM LEDGES RAILWAY STATION ON THE
 SF0440'BANGOR AND AROOSTOOK RWY BY A WALK OF ABOUT 1 MILE THROUGH THE FILEDS
 SF0440'TO THE TOP OF THE HILL.  IT MAY BEST BE ASCENDED ALONG THE RIDGE OF
 SF0440'THE EASTERN SLOPE.  A STONE CAIRN WAS ERECTED OVER THE BOLT AND THE
 SF0440'NEARBY TREES BLAZED.
 SF0440
 SF0440                          STATION RECOVERY (1960)
 SF0440
 SF0440'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HRL)
 SF0440'STATION IS LOCATED ABOUT 5-1/2 MILES WEST-SOUTHWEST OF FORT
 SF0440'KENT AND 1 MILE SOUTH OF STATE HIGHWAY 161 ON THE SUMMIT OF
 SF0440'A HIGH TIMBER COVERED HILL.  IT IS 20 FEET NORTH OF A 9 INCH
 SF0440'MAPLE TREE WITH A TRIANGULAR BLAZE, 18 FEET EAST OF A 6 INCH
 SF0440'MAPLE TREE WITH A TRIANGULAR BLAZE AND 16 FEET SOUTH OF
 SF0440'A 6 INCH MAPLE TREE WITH A TRIANGULAR BLAZE.  STATION IS A
 SF0440'STANDARD COPPER BOLT OF THE GEODETIC SURVEY OF CANADA SET IN
 SF0440'AN IRREGULAR MASS OF CONCRETE AND STAMPED GSC 1915.  IT IS
 SF0440'ABOUT 6 INCHES BELOW THE SURFACE OF THE GROUND.
 SF0440'
 SF0440'TO REACH THE STATION FROM THE U.S. POST OFFICE IN FORT KENT,
 SF0440'GO WESTERLY ON STATE HIGHWAY 161 FOR 1.8 MILES TO A GRAVELED
 SF0440'SIDE ROAD LEFT, TURN LEFT AND GO SOUTH FOR 1 MILE TO A
 SF0440'T-INTERSECTION, TURN RIGHT AND GO WEST FOR 3 MILE TO THE END OF
 SF0440'TRUCK TRAVEL AT AN OLD APPLE ORCHARD AND EDGE OF WOODS, FROM
 SF0440'HERE CONTINUE AHEAD ON WOODS ROAD WITH A 4-WHEEL DRIVE TRUCK FOR
 SF0440'1 MILE TO A SHARP INCLINE.  FROM HERE PACK NORTH AND WEST UP
 SF0440'CLEARED TRAIL TO THE SUMMIT AND STATION AS DESCRIBED.  ABOUT
 SF0440'A 5 MINUTE PACK.
 SF0440'
 SF0440'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN A
 SF0440'DRILL-HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH WITH THE
 SF0440'GROUND.  IT IS 39 FEET NORTH OF A 6 INCH MAPLE TREE WITH A
 SF0440'TRIANGULAR BLAZE AND 10 FEET NORTHEAST OF AN 18 INCH TWIN MAPLE
 SF0440'TREE WITH A TRIANGULAR BLAZE.  THE DISK IS STAMPED LEDGES NO 1
 SF0440'1960.
 SF0440'
 SF0440'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN A DRILL-HOLE
 SF0440'IN OUTCROPPING BEDROCK THAT IS FLUSH WITH THE GROUND.  IT
 SF0440'IS 8 FEET SOUTH OF A 6 INCH TWIN MAPLE TREE.  THE DISK IS STAMPED
 SF0440'LEDGES NO 2 1960.
 SF0440'
 SF0440'HEIGHT OF LIGHT ABOVE STATION MARK 18.75 METERS.
 SF0440
 SF0440                          STATION RECOVERY (1976)
 SF0440
 SF0440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CRM)
 SF0440'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED AND
 SF0440'FOUND IN GOOD CONDITION. REFERENCE MARK NO. 1 HAS BEEN
 SF0440'BULLDOZED OUT AND REFERENCE MARK NO. 3 WAS ESTABLISHED.  A
 SF0440'NEW DESCRIPTION FOLLOWS.
 SF0440'
 SF0440'THE STATION IS LOCATED ABOUT 5-1/2 MILES WEST-SOUTHWEST OF
 SF0440'FT. KENT, MAINE, 5 MILES EAST-NORTHEAST OF ST. JOHN, MAINE, ON
 SF0440'THE SUMMIT OF A TIMBER-COVERED MOUNTAIN, AND ON PROPERTY OWNED
 SF0440'BY MR. RAY SOUCY.  A CABLE TELEVISION ANTENNA IS TO BE ERECTED
 SF0440'IN THE IMMEDIATE VICINITY IN 1977 OR 1978.
 SF0440'
 SF0440'TO REACH FROM THE U.S. CUSTOMS HOUSE AT THE INTERNATIONAL
 SF0440'BRIDGE IN FT. KENT, GO SOUTHWESTERLY ON STATE HIGHWAY 161 FOR
 SF0440'1.4 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH ON THE
 SF0440'GRAVELED ROAD, CROSSING A RAILROAD TRACK, FOR 1.0 MILE TO A
 SF0440'T-INTERSECTION.  TURN RIGHT AND GO WESTERLY ON A GRAVELED ROAD
 SF0440'FOR 1.8 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH AND
 SF0440'WEST ON A GRADED ROAD FOR 1.4 MILES TO A POINT WHERE A SMALL
 SF0440'STREAM CROSSES THE ROAD.  CONTINUE AHEAD, SOUTHWEST, FOR 0.2
 SF0440'MILE TO A Y-FORK.  (A FOUR-WHEEL DRIVE VEHICLE IS REQUIRED
 SF0440'FROM THIS POINT.) TAKE THE RIGHT FORK AND GO WEST, NORTHWEST,
 SF0440'AND NORTH ON AN OLD WOODS ROAD FOR 1.05 MILES TO A SIDE ROAD
 SF0440'LEFT AT THE TOP OF A RIDGE.  TURN LEFT AND GO WEST AND
 SF0440'NORTHWEST, DOWNGRADE, ON AN OLD WOODS ROAD FOR 0.45 MILE
 SF0440'TO A DIM Y-FORK.  TAKE THE RIGHT FORK AND GO
 SF0440'NORTHWEST, NORTHEAST, AND EAST ON A BLADED ROAD FOR 0.55
 SF0440'MILE TO THE TOP OF THE MOUNTAIN, A BULLDOZED AREA, AND THE
 SF0440'STATION.
 SF0440'
 SF0440'THE STATION MARK, STAMPED 1915, IS A COPPER BOLT SET IN AN
 SF0440'IRREGULAR MASS OF CONCRETE AND IS ABOUT 5 INCHES BELOW THE
 SF0440'SURFACE.  IT IS 17.4 METERS SOUTHWEST OF A TRIANGULAR BLAZED,
 SF0440'9-INCH IN DIAMETER MAPLE TREE, 13.7 METERS EAST OF THE MIDDLE
 SF0440'OF A CURVE IN THE BLADED ROAD, AND 6.1 METERS NORTH OF A
 SF0440'TRIANGULAR BLAZED, 10-INCH IN DIAMETER TREE THAT HAS SEVERAL
 SF0440'INITIALS AND DATES CARVED IN IT AND A U.S. COAST AND GEODETIC
 SF0440'SURVEY WITNESS POST SIGN NAILED TO IT.
 SF0440'
 SF0440'REFERENCE MARK NO. 2, STAMPED LEDGES NO 2 1960, IS A U.S.
 SF0440'COAST AND GEODETIC SURVEY DISK CEMENTED IN A DRILL HOLE IN
 SF0440'OUTCROPPING BEDROCK THAT IS FLUSH WITH THE GROUND.  IT IS 26.5
 SF0440'METERS EAST OF THE MIDDLE OF THE CURVE IN THE BLADED ROAD, 16.2
 SF0440'METERS EAST-NORTHEAST OF THE TRIANGULAR BLAZED TREE WITH THE
 SF0440'OLD WITNESS POST SIGN NAILED TO IT, AND 3.7 METERS
 SF0440'WEST-NORTHWEST OF A TRIANGULAR BLAZED, 8-INCH IN DIAMETER
 SF0440'MAPLE TREE.
 SF0440'
 SF0440'REFERENCE MARK NO. 3, STAMPED LEDGES GSC 3 1976, IS AN
 SF0440'INTERNATIONAL BOUNDARY COMMISSION REFERENCE MARK DISK CEMENTED
 SF0440'IN A DRILL HOLE IN OUTCROPPING BEDROCK AND IS 2 INCHES BELOW THE
 SF0440'SURFACE.  IT IS 21.6 METERS NORTH OF THE TRIANGULAR BLAZED TREE
 SF0440'WITH THE OLD WITNESS POST SIGN, 9.4 METERS EAST-NORTHEAST OF
 SF0440'A TRIANGULAR BLAZED, 9-INCH IN DIAMETER MAPLE TREE, AND 7.6
 SF0440'METERS SOUTHEAST OF THE CENTERLINE OF THE BLADED ROAD.
 SF0440'
 SF0440'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 SF0440'
 SF0440'IT IS 70.80 FEET OR 21.580 METERS BETWEEN THE REFERENCE MARKS.
 SF0440
 SF0440                          STATION RECOVERY (1977)
 SF0440
 SF0440'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977 (CRM)
 SF0440'THE STATION MARK, REFERENCE MARK NO. 2, AND REFERENCE MARK NO. 3 WERE
 SF0440'RECOVERED AS DESCRIBED IN 1976 AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0457 ***********************************************************************
 SF0457  DESIGNATION -  LEDGES CATH CH SPIRE
 SF0457  PID         -  SF0457
 SF0457  STATE/COUNTY-  ME/AROOSTOOK
 SF0457  USGS QUAD   -  WHEELOCK (1985)
 SF0457
 SF0457                         *CURRENT SURVEY CONTROL
 SF0457  ___________________________________________________________________
 SF0457* NAD 83(1996)-  47 14 36.65401(N)    068 42 09.68798(W)     ADJUSTED  
 SF0457* NAVD 88     -                                                        
 SF0457  ___________________________________________________________________
 SF0457  LAPLACE CORR-           6.74  (seconds)                    DEFLEC99
 SF0457  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 SF0457
 SF0457  HORZ ORDER  -  THIRD
 SF0457
 SF0457.The horizontal coordinates were established by classical geodetic methods
 SF0457.and adjusted by the National Geodetic Survey in March 1998..
 SF0457
 SF0457
 SF0457.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0457
 SF0457.The geoid height was determined by GEOID03.
 SF0457
 SF0457;                    North         East     Units Scale Factor Converg.
 SF0457;SPC ME E     -   397,513.490   284,655.844   MT  0.99990289   -0 08 55.8
 SF0457;UTM  19      - 5,232,268.490   522,500.170   MT  0.99960622   +0 13 05.9
 SF0457
 SF0457                          SUPERSEDED SURVEY CONTROL
 SF0457
 SF0457  NAD 83(1992)-  47 14 36.64750(N)    068 42 09.68433(W) AD(       ) 4
 SF0457  NAD 83(1986)-  47 14 36.65496(N)    068 42 09.67972(W) AD(       ) 4
 SF0457  NAD 27      -  47 14 36.51750(N)    068 42 11.50639(W) AD(       ) 3
 SF0457
 SF0457.Superseded values are not recommended for survey control.
 SF0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0457.See file dsdata.txt to determine how the superseded data were derived.
 SF0457
 SF0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN2250032268(NAD 83)
 SF0457
 SF0457  HISTORY     - Date     Condition        Report By
 SF0457  HISTORY     - UNK      MONUMENTED
 SF0457  HISTORY     - 1977     GOOD             IBC
 SF0457
 SF0457                          STATION DESCRIPTION
 SF0457
 SF0457'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1977 (CRM)
 SF0457'THE STATION WAS RECOVERED IN GOOD CONDITION.  A DESCRIPTION WAS NOT
 SF0457'WRITTEN FOR THIS STATION IN 1976.  A COMPLETE DESCRIPTION FOLLOWS.
 SF0457'
 SF0457'THE STATION IS LOCATED IN ST. FRANCOIS DE MADAWASKA (LEDGES), NEW
 SF0457'BRUNSWICK AND IN THE NORTHWEST ANGLE OF THE INTERSECTION OF COMMERCIAL
 SF0457'STREET (PROVINCIAL ROUTE 205) AND FRONTIERE STREET.
 SF0457'
 SF0457'THE SPIRE IS ALUMINUM IN COLOR, APPROXIMATELY 80 FEET HIGH, AND SETS
 SF0457'ATOP A CHURCH THAT IS CONSTRUCTED OF GREY-COLORED STONE.  A GOLD CROSS
 SF0457'IS ON TOP OF THE SPIRE AND THE BASE OF THE CROSS IS THE POINT
 SF0457'INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0973 ***********************************************************************
 QF0973  DESIGNATION -  LEDGES IBC
 QF0973  PID         -  QF0973
 QF0973  STATE/COUNTY-  ME/WASHINGTON
 QF0973  USGS QUAD   -  WOODLAND (1987)
 QF0973
 QF0973                         *CURRENT SURVEY CONTROL
 QF0973  ___________________________________________________________________
 QF0973* NAD 83(1996)-  45 11 05.12336(N)    067 24 50.29079(W)     ADJUSTED  
 QF0973* NAVD 88     -        30.     (meters)      98.     (feet)  SCALED    
 QF0973  ___________________________________________________________________
 QF0973  LAPLACE CORR-           2.93  (seconds)                    DEFLEC99
 QF0973  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 QF0973
 QF0973  HORZ ORDER  -  THIRD
 QF0973
 QF0973.The horizontal coordinates were established by classical geodetic methods
 QF0973.and adjusted by the National Geodetic Survey in March 1998..
 QF0973
 QF0973.The orthometric height was scaled from a topographic map.
 QF0973
 QF0973.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0973
 QF0973.The geoid height was determined by GEOID03.
 QF0973
 QF0973;                    North         East     Units Scale Factor Converg.
 QF0973;SPC ME E     -   169,247.943   385,345.851   MT  0.99998953   +0 46 13.6
 QF0973;UTM  19      - 5,004,698.374   624,600.986   MT  0.99979090   +1 07 30.9
 QF0973
 QF0973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0973!SPC ME E     -   0.99999901  x   0.99998953  =   0.99998854
 QF0973!UTM  19      -   0.99999901  x   0.99979090  =   0.99978991
 QF0973
 QF0973|---------------------------------------------------------------------|
 QF0973| PID    Reference Object                     Distance      Geod. Az  |
 QF0973|                                                           dddmmss.s |
 QF0973| QF0972 DRY IBC                             237.869 METERS 03448     |
 QF0973| QF0967 STUB IBC                            476.056 METERS 0975540.3 |
 QF0973| QF0971 PIER NO 2 IBC                       312.724 METERS 11241     |
 QF0973| QF0970 PIER NO 3 IBC                       APPROX. 0.5 KM 1470721.7 |
 QF0973| QF0974 PERL IBC                            143.604 METERS 32706     |
 QF0973|---------------------------------------------------------------------|
 QF0973
 QF0973                          SUPERSEDED SURVEY CONTROL
 QF0973
 QF0973  NAD 83(1992)-  45 11 05.12061(N)    067 24 50.29010(W) AD(       ) 3
 QF0973  NAD 83(1986)-  45 11 05.12338(N)    067 24 50.29608(W) AD(       ) 3
 QF0973  NAD 27      -  45 11 04.93200(N)    067 24 52.35100(W) AD(       ) 3
 QF0973
 QF0973.Superseded values are not recommended for survey control.
 QF0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0973.See file dsdata.txt to determine how the superseded data were derived.
 QF0973
 QF0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2460104698(NAD 83)
 QF0973_MARKER: DH = HORIZONTAL CONTROL DISK
 QF0973_SETTING: 80 = SET IN A BOULDER
 QF0973_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF0973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0973+STABILITY: SURFACE MOTION
 QF0973
 QF0973  HISTORY     - Date     Condition        Report By
 QF0973  HISTORY     - 1918     MONUMENTED       IBC
 QF0973
 QF0973                          STATION DESCRIPTION
 QF0973
 QF0973'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1918 (NWS)
 QF0973'ON THE WEST BANK OF THE ST CROIX RIVER, ABOUT 1 MILE ABOVE THE
 QF0973'RAILROAD BRIDGE AT WOODLAND, ON A POINT AT THE LOWER END OF A
 QF0973'NARROW PLACE IN THE BACKWATER FROM THE WOODLAND DAM.  A SMALL BROOK
 QF0973'RUNS INTO THE RIVER JUST BELOW THE STATION.
 QF0973'
 QF0973'STATION MARK--A BRONZE DISK SET IN THE TOP OF A SQUARE GRANITE SLAB
 QF0973'WHICH PROJECTS ABOUT 13 CENTIMETERS ABOVE THE GROUND ABOUT 2 METERS
 QF0973'FROM THE SHORE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1407 ***********************************************************************
 QG1407  DESIGNATION -  LEE
 QG1407  PID         -  QG1407
 QG1407  STATE/COUNTY-  ME/PENOBSCOT
 QG1407  USGS QUAD   -  LEE (1988)
 QG1407
 QG1407                         *CURRENT SURVEY CONTROL
 QG1407  ___________________________________________________________________
 QG1407* NAD 83(1996)-  45 21 08.57966(N)    068 16 55.33569(W)     ADJUSTED  
 QG1407* NAVD 88     -       213.     (meters)     699.     (feet)  SCALED    
 QG1407  ___________________________________________________________________
 QG1407  LAPLACE CORR-           3.19  (seconds)                    DEFLEC99
 QG1407  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 QG1407
 QG1407  HORZ ORDER  -  THIRD
 QG1407
 QG1407.The horizontal coordinates were established by classical geodetic methods
 QG1407.and adjusted by the National Geodetic Survey in March 1998..
 QG1407
 QG1407.The orthometric height was scaled from a topographic map.
 QG1407
 QG1407.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1407
 QG1407.The geoid height was determined by GEOID03.
 QG1407
 QG1407;                    North         East     Units Scale Factor Converg.
 QG1407;SPC ME E     -   187,324.905   317,078.262   MT  0.99990358   +0 09 18.2
 QG1407;UTM  19      - 5,022,347.612   556,238.470   MT  0.99963889   +0 30 38.9
 QG1407
 QG1407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1407!SPC ME E     -   0.99997041  x   0.99990358  =   0.99987399
 QG1407!UTM  19      -   0.99997041  x   0.99963889  =   0.99960931
 QG1407
 QG1407:                Primary Azimuth Mark                     Grid Az
 QG1407:SPC ME E     -  PASSADUMKEAG USGS 1958                   193 07 43.6
 QG1407:UTM  19      -  PASSADUMKEAG USGS 1958                   192 46 22.9
 QG1407
 QG1407|---------------------------------------------------------------------|
 QG1407| PID    Reference Object                     Distance      Geod. Az  |
 QG1407|                                                           dddmmss.s |
 QG1407| QG1396 PASSADUMKEAG USGS 1958              APPROX.25.5 KM 1931701.8 |
 QG1407|---------------------------------------------------------------------|
 QG1407
 QG1407                          SUPERSEDED SURVEY CONTROL
 QG1407
 QG1407  NAD 83(1992)-  45 21 08.57773(N)    068 16 55.33365(W) AD(       ) 3
 QG1407  NAD 83(1986)-  45 21 08.57973(N)    068 16 55.33881(W) AD(       ) 3
 QG1407  NAD 27      -  45 21 08.34609(N)    068 16 57.27427(W) AD(       ) 3
 QG1407
 QG1407.Superseded values are not recommended for survey control.
 QG1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1407.See file dsdata.txt to determine how the superseded data were derived.
 QG1407
 QG1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL5623822348(NAD 83)
 QG1407_MARKER: DD = SURVEY DISK
 QG1407_SETTING: 66 = SET IN ROCK OUTCROP
 QG1407_SP_SET: SET IN A ROCK LEDGE
 QG1407_MAGNETIC: N = NO MAGNETIC MATERIAL
 QG1407_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG1407+STABILITY: POSITION/ELEVATION WELL
 QG1407
 QG1407  HISTORY     - Date     Condition        Report By
 QG1407  HISTORY     - 1929     MONUMENTED       USGS
 QG1407
 QG1407                          STATION DESCRIPTION
 QG1407
 QG1407'DESCRIBED BY US GEOLOGICAL SURVEY 1929 (TTR)
 QG1407'LOCATED ON HILL KNOWN AS MOUNT JEFFERSON, 0.75 MI S. OF LEE. STATION
 QG1407'MARK-  STANDARD DISK IN ROCK LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1406 ***********************************************************************
 QG1406  DESIGNATION -  LEE 2 ET
 QG1406  PID         -  QG1406
 QG1406  STATE/COUNTY-  ME/PENOBSCOT
 QG1406  USGS QUAD   -  LEE (1988)
 QG1406
 QG1406                         *CURRENT SURVEY CONTROL
 QG1406  ___________________________________________________________________
 QG1406* NAD 83(1996)-  45 21 08.25941(N)    068 16 55.87857(W)     ADJUSTED  
 QG1406* NAVD 88     -       229.0    (meters)     751.     (feet)  VERTCON   
 QG1406  ___________________________________________________________________
 QG1406  LAPLACE CORR-           3.20  (seconds)                    DEFLEC99
 QG1406  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 QG1406
 QG1406  HORZ ORDER  -  FIRST
 QG1406
 QG1406.The horizontal coordinates were established by classical geodetic methods
 QG1406.and adjusted by the National Geodetic Survey in March 1998..
 QG1406
 QG1406.The NAVD 88 height was computed by applying the VERTCON shift value to
 QG1406.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QG1406
 QG1406.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1406
 QG1406.The geoid height was determined by GEOID03.
 QG1406
 QG1406;                    North         East     Units Scale Factor Converg.
 QG1406;SPC ME E     -   187,314.988   317,066.473   MT  0.99990358   +0 09 17.9
 QG1406;UTM  19      - 5,022,337.624   556,226.745   MT  0.99963887   +0 30 38.5
 QG1406
 QG1406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1406!SPC ME E     -   0.99996787  x   0.99990358  =   0.99987145
 QG1406!UTM  19      -   0.99996787  x   0.99963887  =   0.99960675
 QG1406
 QG1406|---------------------------------------------------------------------|
 QG1406| PID    Reference Object                     Distance      Geod. Az  |
 QG1406|                                                           dddmmss.s |
 QG1406| CE8921 LEE 2 RM 1                            9.480 METERS 01150     |
 QG1406| QG1392 ALMANAC MTN MICROWAVE MAST          APPROX.14.7 KM 0934153.1 |
 QG1406| CE8922 LEE 2 RM 2                           14.081 METERS 27356     |
 QG1406| QG1405 ROLLINS ET 5 EAK                    APPROX. 7.5 KM 3012213.9 |
 QG1406|---------------------------------------------------------------------|
 QG1406
 QG1406                          SUPERSEDED SURVEY CONTROL
 QG1406
 QG1406  NAD 83(1992)-  45 21 08.25795(N)    068 16 55.87672(W) AD(       ) 1
 QG1406  NAD 83(1986)-  45 21 08.26311(N)    068 16 55.88413(W) AD(       ) 1
 QG1406  NAD 27      -  45 21 08.04413(N)    068 16 57.81629(W) AD(       ) 1
 QG1406  NGVD 29 (07/19/86)  229.2    (m)          752.     (f) VERT ANG       
 QG1406
 QG1406.Superseded values are not recommended for survey control.
 QG1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1406.See file dsdata.txt to determine how the superseded data were derived.
 QG1406
 QG1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL5622722338(NAD 83)
 QG1406_MARKER: DD = SURVEY DISK
 QG1406_SETTING: 66 = SET IN ROCK OUTCROP
 QG1406
 QG1406  HISTORY     - Date     Condition        Report By
 QG1406  HISTORY     - 1975     MONUMENTED       USGS
 QG1406
 QG1406                          STATION DESCRIPTION
 QG1406
 QG1406'DESCRIBED BY US GEOLOGICAL SURVEY 1975 (RCA)
 QG1406'THE STATION IS LOCATED ON A PROMINENT HILL IN THE TOWN OF LEE
 QG1406'KNOWN LOCALLY AS JEFFERSON MOUNTAIN AND ON WHICH A SKI SLOPE IS
 QG1406'LOCATED.  IT IS ABOUT 0.60 MILE SOUTH OF LEE CENTER, 8 MILES
 QG1406'SOUTHWEST OF SPRINGFIELD, 5 MILES SOUTHEAST OF EAST WYNN, AND 4
 QG1406'MILES NORTHWEST OF MADOGASCALL POND.
 QG1406'
 QG1406'TO REACH THE STATION FROM THE U.S. POST OFFICE IN LEE, GO EAST
 QG1406'ON STATE ROUTE 16 FOR 0.40 MILE TO A SIDE ROAD ON THE RIGHT, TURN
 QG1406'RIGHT AND GO SOUTH ON A PAVED ROAD FOR 0.50 MILE TO A FIELD ON
 QG1406'THE RIGHT, TURN RIGHT AND FOLLOW THE EDGE OF THE FIELD UP THE
 QG1406'HILL FOR 0.20 MILE TO A BREAK IN THE WOODS LINE AND THE SKI SLOPE
 QG1406'ON THE RIGHT, TURN RIGHT AND FOLLOW THE SKI SLOPE NORTHERLY 0.10
 QG1406'MILE TO THE TOP OF THE HILL AND THE STATION JUST EAST OF THE
 QG1406'SKI LIFT.
 QG1406'
 QG1406'THE STATION IS A STANDARD U.S. GEOLOGICAL SURVEY DISK STAMPED--LEE
 QG1406'2 EAK ET 1958, CEMENTED IN A DRILL HOLE IN OUTCROPPING
 QG1406'BEDROCK AND PROJECTS 3 INCHES.  IT IS 71.3 FEET SOUTHEAST OF THE
 QG1406'SECOND TUBULAR STEEL SUPPORT POST FOR THE SKI LIFT, 29.6 FEET
 QG1406'EAST-NORTHEAST OF THE FIRST TUBULAR STEEL POST, AND 44.3 FEET
 QG1406'NORTH-NORTHEAST OF THE EASTERNMOST ANCHOR BOLT WHICH IS AT THE
 QG1406'END OF THE SKI LIFT.
 QG1406'
 QG1406'REFERENCE MARK 1 IS A STANDARD DISK STAMPED LEE 2 NO 1 1975,
 QG1406'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK AND PROJECTS
 QG1406'FLUSH.  IT IS 56.4 FEET NORTHEAST OF THE FIRST TUBULAR POST, AND
 QG1406'54.0 FEET SOUTHEAST OF THE SECOND TUBULAR POST.
 QG1406'
 QG1406'REFERENCE MARK 2 IS A STANDARD DISK STAMPED LEE 2 NO 2 1975,
 QG1406'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK AND PROJECTS
 QG1406'FLUSH.  IT IS 31.0 FEET NORTH-NORTHWEST OF THE FIRST TUBULAR POST,
 QG1406'AND 57.0 FEET SOUTHWEST OF THE SECOND TUBULAR POST.
 QG1406'
 QG1406'NO AZIMUTH MARK WAS SET AT THIS TIME.
 QG1406'
 QG1406'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1378 ***********************************************************************
 QG1378  DESIGNATION -  LEE RIDGE
 QG1378  PID         -  QG1378
 QG1378  STATE/COUNTY-  ME/AROOSTOOK
 QG1378  USGS QUAD   -  WYTOPITLOCK (1988)
 QG1378
 QG1378                         *CURRENT SURVEY CONTROL
 QG1378  ___________________________________________________________________
 QG1378* NAD 83(1996)-  45 43 52.32970(N)    068 01 36.13310(W)     ADJUSTED  
 QG1378* NAVD 88     -       152.     (meters)     499.     (feet)  SCALED    
 QG1378  ___________________________________________________________________
 QG1378  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 QG1378  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 QG1378
 QG1378  HORZ ORDER  -  THIRD
 QG1378
 QG1378.The horizontal coordinates were established by classical geodetic methods
 QG1378.and adjusted by the National Geodetic Survey in March 1998..
 QG1378
 QG1378.The orthometric height was scaled from a topographic map.
 QG1378
 QG1378.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1378
 QG1378.The geoid height was determined by GEOID03.
 QG1378
 QG1378;                    North         East     Units Scale Factor Converg.
 QG1378;SPC ME E     -   229,509.423   336,836.532   MT  0.99991668   +0 20 20.1
 QG1378;UTM  19      - 5,064,643.580   575,728.606   MT  0.99967050   +0 41 49.1
 QG1378
 QG1378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1378!SPC ME E     -   0.99997993  x   0.99991668  =   0.99989661
 QG1378!UTM  19      -   0.99997993  x   0.99967050  =   0.99965043
 QG1378
 QG1378:                Primary Azimuth Mark                     Grid Az
 QG1378:SPC ME E     -  SHOREY                                   074 39 48.8
 QG1378:UTM  19      -  SHOREY                                   074 18 19.8
 QG1378
 QG1378|---------------------------------------------------------------------|
 QG1378| PID    Reference Object                     Distance      Geod. Az  |
 QG1378|                                                           dddmmss.s |
 QG1378| QF1763 SHOREY                              APPROX. 7.0 KM 0750008.9 |
 QG1378|---------------------------------------------------------------------|
 QG1378
 QG1378                          SUPERSEDED SURVEY CONTROL
 QG1378
 QG1378  NAD 83(1992)-  45 43 52.32669(N)    068 01 36.13137(W) AD(       ) 3
 QG1378  NAD 83(1986)-  45 43 52.32903(N)    068 01 36.15148(W) AD(       ) 3
 QG1378  NAD 27      -  45 43 52.12534(N)    068 01 38.08751(W) AD(       ) 3
 QG1378
 QG1378.Superseded values are not recommended for survey control.
 QG1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1378.See file dsdata.txt to determine how the superseded data were derived.
 QG1378
 QG1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL7572964644(NAD 83)
 QG1378_MARKER: H = DRILL HOLE
 QG1378_SETTING: 66 = SET IN ROCK OUTCROP
 QG1378_SP_SET: SET IN ROCK OUTCROP
 QG1378_MAGNETIC: N = NO MAGNETIC MATERIAL
 QG1378_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG1378+STABILITY: POSITION/ELEVATION WELL
 QG1378
 QG1378  HISTORY     - Date     Condition        Report By
 QG1378  HISTORY     - 1929     MONUMENTED       USGS
 QG1378
 QG1378                          STATION DESCRIPTION
 QG1378
 QG1378'DESCRIBED BY US GEOLOGICAL SURVEY 1929 (TTR)
 QG1378'LOCATED IN WESTERN PART OF BANCROFT TOWNSHIP, ON S. SIDE OF LEE RIDGE
 QG1378'RD., ABOUT 500 FT E. OF TOP OF HILL, 400 FT E. OF RESIDENCE OF
 QG1378'MILDRED LEE, 300 FT W. OF OLD LEE RIDGE SCHOOLHOUSE, 50 FT N. OF
 QG1378'OLD RESIDENCE OF ANGUS MCLELAN, 20 FT S. OF CENTER OF HWY., LEE
 QG1378'RIDGE RD. LEAVES WYTOPITLOCK DANFORTH RD. ABOUT 200 FT W. OF IRON
 QG1378'BRIDGE OVER MATTAWAMKEAG RIVER.
 QG1378'
 QG1378'STATION MARK-  DRILL HOLE SURROUNDED BY SMALL TRIANGLE CUT IN
 QG1378'GRANITE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0547 ***********************************************************************
 OB0547  DESIGNATION -  LEES IS CUSHINGS HSE CEN CHIM
 OB0547  PID         -  OB0547
 OB0547  STATE/COUNTY-  ME/SAGADAHOC
 OB0547  USGS QUAD   -  PHIPPSBURG (1957)
 OB0547
 OB0547                         *CURRENT SURVEY CONTROL
 OB0547  ___________________________________________________________________
 OB0547* NAD 83(1996)-  43 49 45.41124(N)    069 48 21.10005(W)     ADJUSTED  
 OB0547* NAVD 88     -                                                        
 OB0547  ___________________________________________________________________
 OB0547  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 OB0547  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 OB0547
 OB0547  HORZ ORDER  -  THIRD
 OB0547
 OB0547.The horizontal coordinates were established by classical geodetic methods
 OB0547.and adjusted by the National Geodetic Survey in March 1998..
 OB0547
 OB0547
 OB0547.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0547
 OB0547.The geoid height was determined by GEOID03.
 OB0547
 OB0547;                    North         East     Units Scale Factor Converg.
 OB0547;SPC ME W     -   110,708.564   929,020.729   MT  0.99997702   +0 14 59.5
 OB0547;UTM  19      - 4,853,227.294   435,205.740   MT  0.99965164   -0 33 29.1
 OB0547
 OB0547                          SUPERSEDED SURVEY CONTROL
 OB0547
 OB0547  NAD 83(1992)-  43 49 45.40948(N)    069 48 21.09836(W) AD(       ) 4
 OB0547  NAD 83(1986)-  43 49 45.41510(N)    069 48 21.10390(W) AD(       ) 4
 OB0547  NAD 27      -  43 49 45.12000(N)    069 48 22.94000(W) AD(       ) 3
 OB0547
 OB0547.Superseded values are not recommended for survey control.
 OB0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0547.See file dsdata.txt to determine how the superseded data were derived.
 OB0547
 OB0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3520653227(NAD 83)
 OB0547
 OB0547  HISTORY     - Date     Condition        Report By
 OB0547  HISTORY     - 1856     MONUMENTED       COASUR
 OB0547  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0547  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0547
 OB0547                          STATION DESCRIPTION
 OB0547
 OB0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0547'STATION IS LOST.
 OB0547
 OB0547                          STATION RECOVERY (1942)
 OB0547
 OB0547'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OB0547'NO TRACE OF HOUSE WAS FOUND SO STATION SHOULD BE LISTED AS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0638 ***********************************************************************
 PD0638  DESIGNATION -  LEIGH
 PD0638  PID         -  PD0638
 PD0638  STATE/COUNTY-  ME/WASHINGTON
 PD0638  USGS QUAD   -  EASTPORT (1977)
 PD0638
 PD0638                         *CURRENT SURVEY CONTROL
 PD0638  ___________________________________________________________________
 PD0638* NAD 83(1996)-  44 53 36.89008(N)    067 06 45.70670(W)     ADJUSTED  
 PD0638* NAVD 88     -         2.7    (meters)       9.     (feet)  VERTCON   
 PD0638  ___________________________________________________________________
 PD0638  LAPLACE CORR-           4.23  (seconds)                    DEFLEC99
 PD0638  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 PD0638
 PD0638  HORZ ORDER  -  THIRD
 PD0638
 PD0638.The horizontal coordinates were established by classical geodetic methods
 PD0638.and adjusted by the National Geodetic Survey in March 1998..
 PD0638
 PD0638.The NAVD 88 height was computed by applying the VERTCON shift value to
 PD0638.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PD0638
 PD0638.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0638
 PD0638.The geoid height was determined by GEOID03.
 PD0638
 PD0638;                    North         East     Units Scale Factor Converg.
 PD0638;SPC ME E     -   137,254.619   409,575.899   MT  1.00004760   +0 58 45.3
 PD0638;UTM  19      - 4,972,861.270   649,023.636   MT  0.99987309   +1 19 56.2
 PD0638
 PD0638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0638!SPC ME E     -   1.00000313  x   1.00004760  =   1.00005073
 PD0638!UTM  19      -   1.00000313  x   0.99987309  =   0.99987622
 PD0638
 PD0638                          SUPERSEDED SURVEY CONTROL
 PD0638
 PD0638  NAD 83(1992)-  44 53 36.88024(N)    067 06 45.70735(W) AD(       ) 3
 PD0638  NAD 83(1986)-  44 53 36.87995(N)    067 06 45.70825(W) AD(       ) 3
 PD0638  NGVD 29 (09/20/87)    2.9    (m)           10.     (f) VERT ANG       
 PD0638
 PD0638.Superseded values are not recommended for survey control.
 PD0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0638.See file dsdata.txt to determine how the superseded data were derived.
 PD0638
 PD0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK4902472861(NAD 83)
 PD0638_MARKER: DD = SURVEY DISK
 PD0638_SETTING: 66 = SET IN ROCK OUTCROP
 PD0638_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 PD0638_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0638_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0638+STABILITY: POSITION/ELEVATION WELL
 PD0638
 PD0638  HISTORY     - Date     Condition        Report By
 PD0638  HISTORY     - 1985     MONUMENTED       NOS
 PD0638
 PD0638                          STATION DESCRIPTION
 PD0638
 PD0638'DESCRIBED BY NATIONAL OCEAN SERVICE 1985 (WVH)
 PD0638'THE STATION IS LOCATED ON THE SOUTH SIDE OF LEIGHTON PT ON LEIGHTON
 PD0638'NECK, EAST OF DENBOW PT.
 PD0638'
 PD0638'THE STATION WAS REACHED BY BOAT.
 PD0638'
 PD0638'THE STATION IS A NOS BRASS DISK STAMPED---LEIGH 1985---, CEMENTED
 PD0638'IN A DRILL HOLE ON A SMALL ROCK LEDGE ABOUT 1 FT ABOVE HIGH WATER.
 PD0638'IT IS LOCATED, 1.4 METERS (4.5 FT) NORTH FROM THE HIGH WATER LINE,
 PD0638'2.7 METERS (9.0 FT) SOUTH FROM THREE SMALL SPRUCE.
 PD0638'
 PD0638'HEIGHT OF LIGHT SHOWN WAS 1.4 METERS ABOVE THE MARK.
 PD0638'DESCRIBED BY M.W.J.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0912 ***********************************************************************
 PD0912  DESIGNATION -  LEIGHTON 1886
 PD0912  PID         -  PD0912
 PD0912  STATE/COUNTY-  ME/WASHINGTON
 PD0912  USGS QUAD   -  WHITING (1977)
 PD0912
 PD0912                         *CURRENT SURVEY CONTROL
 PD0912  ___________________________________________________________________
 PD0912* NAD 83(1996)-  44 48 13.33427(N)    067 08 57.27561(W)     ADJUSTED  
 PD0912* NAVD 88     -        40.     (meters)     131.     (feet)  SCALED    
 PD0912  ___________________________________________________________________
 PD0912  LAPLACE CORR-           5.06  (seconds)                    DEFLEC99
 PD0912  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 PD0912
 PD0912  HORZ ORDER  -  THIRD
 PD0912
 PD0912.The horizontal coordinates were established by classical geodetic methods
 PD0912.and adjusted by the National Geodetic Survey in March 1998..
 PD0912
 PD0912.The orthometric height was scaled from a topographic map.
 PD0912
 PD0912.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0912
 PD0912.The geoid height was determined by GEOID03.
 PD0912
 PD0912;                    North         East     Units Scale Factor Converg.
 PD0912;SPC ME E     -   127,219.026   406,855.319   MT  1.00004036   +0 57 07.0
 PD0912;UTM  19      - 4,962,810.883   646,365.362   MT  0.99986344   +1 18 15.9
 PD0912
 PD0912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0912!SPC ME E     -   0.99999729  x   1.00004036  =   1.00003765
 PD0912!UTM  19      -   0.99999729  x   0.99986344  =   0.99986073
 PD0912
 PD0912:                Primary Azimuth Mark                     Grid Az
 PD0912:SPC ME E     -  CLARK 2 FLAG                             045 46 46.2
 PD0912:UTM  19      -  CLARK 2 FLAG                             045 25 37.3
 PD0912
 PD0912|---------------------------------------------------------------------|
 PD0912| PID    Reference Object                     Distance      Geod. Az  |
 PD0912|                                                           dddmmss.s |
 PD0912| PD0851 CLARK 2 FLAG                        APPROX.11.9 KM 0464353.2 |
 PD0912| PD0909 BLACK FLAG                          APPROX. 9.5 KM 0492142.5 |
 PD0912| PD0917 BELLS MOUNTAIN                      APPROX. 2.5 KM 3315343.5 |
 PD0912| PD0920 LITTLE 2 1886                       APPROX. 5.5 KM 3511619.9 |
 PD0912|---------------------------------------------------------------------|
 PD0912
 PD0912                          SUPERSEDED SURVEY CONTROL
 PD0912
 PD0912  NAD 83(1992)-  44 48 13.32718(N)    067 08 57.27298(W) AD(       ) 3
 PD0912  NAD 83(1986)-  44 48 13.32442(N)    067 08 57.27529(W) AD(       ) 3
 PD0912  NAD 27      -  44 48 13.04000(N)    067 08 59.34300(W) AD(       ) 3
 PD0912
 PD0912.Superseded values are not recommended for survey control.
 PD0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0912.See file dsdata.txt to determine how the superseded data were derived.
 PD0912
 PD0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK4636562811(NAD 83)
 PD0912
 PD0912  HISTORY     - Date     Condition        Report By
 PD0912  HISTORY     - 1886     MONUMENTED       CGS
 PD0912  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0912
 PD0912                          STATION DESCRIPTION
 PD0912
 PD0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0912'STATION IS ABOUT 1.5 MILES NE OF WHITING, 0.45 MILE NW OF THE
 PD0912'EAST STREAM SCHOOL ON MAINE HIGHWAY 189, 0.3 MILE SW OF THE HEAD OF
 PD0912'WEIR COVE, A SMALL COVE IN THE S PART OF WHITING BAY, ON A LONG,
 PD0912'LOW WOODED HILL WITH SEVERAL BARE LEDGES AMONG THE TREES AT ITS
 PD0912'SUMMIT.  THE STATION IS ON A LEDGE, 9.6 METERS S OF THE
 PD0912'HIGHEST POINT ON THE HIGHEST LEDGE.
 PD0912'
 PD0912'STATION MARK IS A COPPER BOLT SET IN A DRILL HOLE SURROUNDED BY
 PD0912'A TRIANGLE CUT IN THE ROCK.
 PD0912'
 PD0912'TO REACH THE STATION FROM WHITING, DRIVE ENE ON MAINE HIGHWAY 189
 PD0912'ABOUT 1.75 MILES TO THE EAST STREAM SCHOOL, TURN NW ON
 PD0912'FARM ROAD ABOUT 0.45 MILE TO THE OLD LEIGHTON HOUSE, NOW OCCUPIED
 PD0912'BY MR. DENNISON.  THE STATION IS ABOUT 0.15 MILE NE OF THIS HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2328 ***********************************************************************
 OC2328  DESIGNATION -  LEIGHTON 1900
 OC2328  PID         -  OC2328
 OC2328  STATE/COUNTY-  ME/YORK
 OC2328  USGS QUAD   -  DOVER EAST (1988)
 OC2328
 OC2328                         *CURRENT SURVEY CONTROL
 OC2328  ___________________________________________________________________
 OC2328* NAD 83(1996)-  43 07 31.81644(N)    070 49 08.94874(W)     ADJUSTED  
 OC2328* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 OC2328  ___________________________________________________________________
 OC2328  LAPLACE CORR-           3.19  (seconds)                    DEFLEC99
 OC2328  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 OC2328
 OC2328  HORZ ORDER  -  THIRD
 OC2328
 OC2328.The horizontal coordinates were established by classical geodetic methods
 OC2328.and adjusted by the National Geodetic Survey in March 1998..
 OC2328
 OC2328.The orthometric height was scaled from a topographic map.
 OC2328
 OC2328.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2328
 OC2328.The geoid height was determined by GEOID03.
 OC2328
 OC2328;                    North         East     Units Scale Factor Converg.
 OC2328;SPC ME W     -    32,663.572   846,905.788   MT  1.00000133   -0 26 45.8
 OC2328;SPC NH       -    69,833.104   368,964.181   MT  1.00002515   +0 34 45.8
 OC2328;SPC NH       -   229,110.78  1,210,509.98   sFT  1.00002515   +0 34 45.8
 OC2328;UTM  19      - 4,776,358.159   352,024.360   MT  0.99986937   -1 14 37.7
 OC2328
 OC2328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2328!SPC ME W     -   1.00000375  x   1.00000133  =   1.00000508
 OC2328!SPC NH       -   1.00000375  x   1.00002515  =   1.00002890
 OC2328!UTM  19      -   1.00000375  x   0.99986937  =   0.99987312
 OC2328
 OC2328:                Primary Azimuth Mark                     Grid Az
 OC2328:SPC ME W     -  ROLLINS 1900                             145 05 05.5
 OC2328:SPC NH       -  ROLLINS 1900                             144 03 33.9
 OC2328:UTM  19      -  ROLLINS 1900                             145 52 57.4
 OC2328
 OC2328|---------------------------------------------------------------------|
 OC2328| PID    Reference Object                     Distance      Geod. Az  |
 OC2328|                                                           dddmmss.s |
 OC2328| OC2394 ROLLINS 1900                        APPROX. 2.2 KM 1443819.7 |
 OC2328| OC2347 DOVER COLEMANS HOUSE CHIMNEY        APPROX. 1.9 KM 3083406.7 |
 OC2328|---------------------------------------------------------------------|
 OC2328
 OC2328                          SUPERSEDED SURVEY CONTROL
 OC2328
 OC2328  NAD 83(1992)-  43 07 31.81561(N)    070 49 08.94877(W) AD(       ) 3
 OC2328  NAD 83(1986)-  43 07 31.81958(N)    070 49 08.95481(W) AD(       ) 3
 OC2328  NAD 27      -  43 07 31.51000(N)    070 49 10.76000(W) AD(       ) 3
 OC2328
 OC2328.Superseded values are not recommended for survey control.
 OC2328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2328.See file dsdata.txt to determine how the superseded data were derived.
 OC2328
 OC2328_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH5202476358(NAD 83)
 OC2328
 OC2328  HISTORY     - Date     Condition        Report By
 OC2328  HISTORY     - 1900     MONUMENTED       CGS
 OC2328  HISTORY     - 1908     SEE DESCRIPTION  CGS
 OC2328
 OC2328                          STATION DESCRIPTION
 OC2328
 OC2328'DESCRIBED BY COAST AND GEODETIC SURVEY 1908
 OC2328'REPORTED LOST IN 1908.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2327 ***********************************************************************
 OC2327  DESIGNATION -  LEIGHTON 2 1908
 OC2327  PID         -  OC2327
 OC2327  STATE/COUNTY-  ME/YORK
 OC2327  USGS QUAD   -  DOVER EAST (1988)
 OC2327
 OC2327                         *CURRENT SURVEY CONTROL
 OC2327  ___________________________________________________________________
 OC2327* NAD 83(1996)-  43 07 31.79952(N)    070 49 08.87447(W)     ADJUSTED  
 OC2327* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 OC2327  ___________________________________________________________________
 OC2327  LAPLACE CORR-           3.19  (seconds)                    DEFLEC99
 OC2327  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 OC2327
 OC2327  HORZ ORDER  -  THIRD
 OC2327
 OC2327.The horizontal coordinates were established by classical geodetic methods
 OC2327.and adjusted by the National Geodetic Survey in March 1998..
 OC2327
 OC2327.The orthometric height was scaled from a topographic map.
 OC2327
 OC2327.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2327
 OC2327.The geoid height was determined by GEOID03.
 OC2327
 OC2327;                    North         East     Units Scale Factor Converg.
 OC2327;SPC ME W     -    32,663.037   846,907.462   MT  1.00000133   -0 26 45.7
 OC2327;SPC NH       -    69,832.599   368,965.865   MT  1.00002515   +0 34 45.8
 OC2327;SPC NH       -   229,109.12  1,210,515.51   sFT  1.00002515   +0 34 45.8
 OC2327;UTM  19      - 4,776,357.601   352,026.027   MT  0.99986936   -1 14 37.6
 OC2327
 OC2327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2327!SPC ME W     -   1.00000375  x   1.00000133  =   1.00000508
 OC2327!SPC NH       -   1.00000375  x   1.00002515  =   1.00002890
 OC2327!UTM  19      -   1.00000375  x   0.99986936  =   0.99987311
 OC2327
 OC2327:                Primary Azimuth Mark                     Grid Az
 OC2327:SPC ME W     -  UPPER BIRCH 1900                         153 40 13.5
 OC2327:SPC NH       -  UPPER BIRCH 1900                         152 38 42.0
 OC2327:UTM  19      -  UPPER BIRCH 1900                         154 28 05.4
 OC2327
 OC2327|---------------------------------------------------------------------|
 OC2327| PID    Reference Object                     Distance      Geod. Az  |
 OC2327|                                                           dddmmss.s |
 OC2327| OC2396 UPPER BIRCH 1900                    APPROX. 1.1 KM 1531327.8 |
 OC2327| OC2473 NEWINGTON RR STA SE CHIMNEY         APPROX. 0.9 KM 1901920.9 |
 OC2327| OC2472 NEWINGTON RR STA NW CHIMNEY         APPROX. 0.9 KM 1903129.6 |
 OC2327| OC2404 DRAW SIGNAL POLE E END BRKWTR       APPROX. 0.8 KM 2163110.2 |
 OC2327| OC2441 HILL WINDMILL                       APPROX. 1.7 KM 2264819.9 |
 OC2327| OC2398 DOVER POINT WHITE FLAGSTAFF         APPROX. 0.8 KM 2494648.4 |
 OC2327| OC2346 BARN CUPOLA DBL WINDOWS SLATS       APPROX. 1.9 KM 3090730.3 |
 OC2327| OC2344 PINKHAMS BARN 2 GABLES              APPROX. 2.8 KM 3245647.5 |
 OC2327|---------------------------------------------------------------------|
 OC2327
 OC2327                          SUPERSEDED SURVEY CONTROL
 OC2327
 OC2327  NAD 83(1992)-  43 07 31.79868(N)    070 49 08.87450(W) AD(       ) 3
 OC2327  NAD 83(1986)-  43 07 31.80265(N)    070 49 08.88053(W) AD(       ) 3
 OC2327  NAD 27      -  43 07 31.48800(N)    070 49 10.68300(W) AD(       ) 3
 OC2327
 OC2327.Superseded values are not recommended for survey control.
 OC2327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2327.See file dsdata.txt to determine how the superseded data were derived.
 OC2327
 OC2327_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH5202676358(NAD 83)
 OC2327
 OC2327  HISTORY     - Date     Condition        Report By
 OC2327  HISTORY     - 1908     MONUMENTED       CGS
 OC2327
 OC2327                          STATION DESCRIPTION
 OC2327
 OC2327'DESCRIBED BY COAST AND GEODETIC SURVEY 1908 (OBF)
 OC2327'STATION IS ON LEIGHTON POINT, A ROCKY POINT JUST AT THE EDGE OF
 OC2327'HIGH WATER.  THE STATION IS MARKED BY A 1/2-INCH DRILL HOLE IN A
 OC2327'BOULDER WHICH IS LOCATED AT THE FOOT OF THE BANK AT THE
 OC2327'HIGH-WATER LINE ON THE MOST NORTHERN POINT OF AN ERODED BANK JUST
 OC2327'ACROSS THE RIVER FROM DOVER POINT.  THERE ARE TWO VERY LARGE
 OC2327'BOULDERS NEARLY DOWN TO THE WATER MARK, THE LARGER BEING VERY
 OC2327'NEARLY IN LINE BETWEEN THE STATION AND THE DRAW IN THE RAILROAD
 OC2327'BRIDGE OVER GREAT BAY ENTRANCE.  EACH BOULDER HAS A DRILL HOLE
 OC2327'ABOUT 3/4 INCH IN DIAMETER IN IT.  THE FOLLOWING ARE THE
 OC2327'REFERENCES--LARGE BOULDER, HOLE, 14.51 METERS FROM THE
 OC2327'STATION, IN AZIMUTH 38 DEG 31 MIN.  SMALL HOLE 14.55 METERS
 OC2327'FROM THE STATION, IN AZIMUTH 54 DEG 21 MIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0280 ***********************************************************************
 OB0280  DESIGNATION -  LES 1944
 OB0280  PID         -  OB0280
 OB0280  STATE/COUNTY-  ME/KNOX
 OB0280  USGS QUAD   -  MATINICUS (1973)
 OB0280
 OB0280                         *CURRENT SURVEY CONTROL
 OB0280  ___________________________________________________________________
 OB0280* NAD 83(1996)-  43 53 01.19791(N)    068 44 35.47566(W)     ADJUSTED  
 OB0280* NAVD 88     -        23.     (meters)      75.     (feet)  SCALED    
 OB0280  ___________________________________________________________________
 OB0280  LAPLACE CORR-           2.51  (seconds)                    DEFLEC99
 OB0280  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 OB0280
 OB0280  HORZ ORDER  -  THIRD
 OB0280
 OB0280.The horizontal coordinates were established by classical geodetic methods
 OB0280.and adjusted by the National Geodetic Survey in March 1998..
 OB0280
 OB0280.The orthometric height was scaled from a topographic map.
 OB0280
 OB0280.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0280
 OB0280.The geoid height was determined by GEOID03.
 OB0280
 OB0280;                    North         East     Units Scale Factor Converg.
 OB0280;SPC ME E     -    24,136.676   280,458.722   MT  0.99990470   -0 10 06.9
 OB0280;UTM  19      - 4,858,984.070   520,629.890   MT  0.99960523   +0 10 40.9
 OB0280
 OB0280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0280!SPC ME E     -   1.00000031  x   0.99990470  =   0.99990501
 OB0280!UTM  19      -   1.00000031  x   0.99960523  =   0.99960554
 OB0280
 OB0280                          SUPERSEDED SURVEY CONTROL
 OB0280
 OB0280  NAD 83(1992)-  43 53 01.20552(N)    068 44 35.45738(W) AD(       ) 3
 OB0280  NAD 83(1986)-  43 53 01.20831(N)    068 44 35.46446(W) AD(       ) 3
 OB0280  NAD 27      -  43 53 00.91000(N)    068 44 37.36000(W) AD(       ) 3
 OB0280
 OB0280.Superseded values are not recommended for survey control.
 OB0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0280.See file dsdata.txt to determine how the superseded data were derived.
 OB0280
 OB0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ2063058984(NAD 83)
 OB0280
 OB0280  HISTORY     - Date     Condition        Report By
 OB0280  HISTORY     - 1944     MONUMENTED       CGS
 OB0280
 OB0280                          STATION DESCRIPTION
 OB0280
 OB0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLP)
 OB0280'STATION IS LOCATED ON THE SE SIDE OF SEAL ISLAND, NEAR THE EDGE
 OB0280'OF THE GRASS ON THE E, ABOUT 100 METERS N OF THE WATERS EDGE,
 OB0280'38 METERS SSE OF A LARGE FLAT BOULDER WHICH SETS ON SMALLER ROCKS,
 OB0280'ABOUT 20 METERS E OF THE STATION THE HILL THAT SEAL ISLAND IS ON
 OB0280'CUTS OUT.
 OB0280'
 OB0280'STATION MARK IS A STANDARD TOPOGRAPHIC DISK STAMPED LES
 OB0280'1944.  IT IS SET IN LEDGE ROCK OUTCROP 10 FEET SQUARE, 2 FEET
 OB0280'HIGH ON S SIDE, AND EVEN WITH GROUND ON N SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1915 ***********************************************************************
 PE1915  DESIGNATION -  LETT 1944
 PE1915  PID         -  PE1915
 PE1915  STATE/COUNTY-  ME/HANCOCK
 PE1915  USGS QUAD   -  BARTLETT ISLAND (1981)
 PE1915
 PE1915                         *CURRENT SURVEY CONTROL
 PE1915  ___________________________________________________________________
 PE1915* NAD 83(1996)-  44 20 40.10170(N)    068 27 24.65025(W)     ADJUSTED  
 PE1915* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 PE1915  ___________________________________________________________________
 PE1915  LAPLACE CORR-           6.95  (seconds)                    DEFLEC99
 PE1915  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 PE1915
 PE1915  HORZ ORDER  -  THIRD
 PE1915
 PE1915.The horizontal coordinates were established by classical geodetic methods
 PE1915.and adjusted by the National Geodetic Survey in March 1998..
 PE1915
 PE1915.The orthometric height was scaled from a topographic map.
 PE1915
 PE1915.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1915
 PE1915.The geoid height was determined by GEOID03.
 PE1915
 PE1915;                    North         East     Units Scale Factor Converg.
 PE1915;SPC ME E     -    75,305.996   303,440.682   MT  0.99990015   +0 01 48.6
 PE1915;UTM  19      - 4,910,277.260   543,294.061   MT  0.99962305   +0 22 46.8
 PE1915
 PE1915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1915!SPC ME E     -   1.00000371  x   0.99990015  =   0.99990386
 PE1915!UTM  19      -   1.00000371  x   0.99962305  =   0.99962676
 PE1915
 PE1915:                Primary Azimuth Mark                     Grid Az
 PE1915:SPC ME E     -  BAR ISLAND 2                             180 10 24.9
 PE1915:UTM  19      -  BAR ISLAND 2                             179 49 26.7
 PE1915
 PE1915|---------------------------------------------------------------------|
 PE1915| PID    Reference Object                     Distance      Geod. Az  |
 PE1915|                                                           dddmmss.s |
 PE1915| PE1920 BAR ISLAND 2                        APPROX. 9.8 KM 1801213.5 |
 PE1915|---------------------------------------------------------------------|
 PE1915
 PE1915                          SUPERSEDED SURVEY CONTROL
 PE1915
 PE1915  NAD 83(1992)-  44 20 40.10317(N)    068 27 24.63662(W) AD(       ) 3
 PE1915  NAD 83(1986)-  44 20 40.10319(N)    068 27 24.64043(W) AD(       ) 3
 PE1915  NAD 27      -  44 20 39.82600(N)    068 27 26.55800(W) AD(       ) 3
 PE1915
 PE1915.Superseded values are not recommended for survey control.
 PE1915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1915.See file dsdata.txt to determine how the superseded data were derived.
 PE1915
 PE1915_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK4329410277(NAD 83)
 PE1915
 PE1915  HISTORY     - Date     Condition        Report By
 PE1915  HISTORY     - 1944     MONUMENTED       CGS
 PE1915  HISTORY     - 1956     SEE DESCRIPTION  CGS
 PE1915
 PE1915                          STATION DESCRIPTION
 PE1915
 PE1915'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1915'STATION IS LOCATED ON THE MOST WESTERLY POINT (WESTERN POINT)
 PE1915'OF BARTLETT ISLAND IN BLUE HILL BAY, ON THE SOUTHERN PART OF A
 PE1915'DOUBLE LIKE POINT, 3 METERS INSHORE FROM M H W LINE, 4 METERS
 PE1915'NORTH OF MEAN H. W. LINE, AND ABOUT 6 METERS OUTSIDE OF WOODS
 PE1915'LINE.  STATION IS MARKED WITH A STANDARD DISC STAMPED LETT 1944
 PE1915'SET IN LEDGE ROCK.
 PE1915'
 PE1915'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK 7 FEET.
 PE1915
 PE1915                          STATION RECOVERY (1956)
 PE1915
 PE1915'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 PE1915'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 PE1915'DESCRIPTION IS ADEQUATE AND COMPLETE.  IT IS MARKED BY A
 PE1915'TOPOGRAPHIC DISK, STAMPED LETT 1944.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0794 ***********************************************************************
 RF0794  DESIGNATION -  LEVERRIER
 RF0794  PID         -  RF0794
 RF0794  STATE/COUNTY-  ME/AROOSTOOK
 RF0794  USGS QUAD   -  BURNTLAND POND (1986)
 RF0794
 RF0794                         *CURRENT SURVEY CONTROL
 RF0794  ___________________________________________________________________
 RF0794* NAD 83(1996)-  46 44 47.02395(N)    069 57 00.40863(W)     ADJUSTED  
 RF0794* NAVD 88     -       531.53   (+/-2cm)    1743.9    (feet)  VERTCON   
 RF0794  ___________________________________________________________________
 RF0794  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 RF0794  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 RF0794
 RF0794  HORZ ORDER  -  FIRST
 RF0794  VERT ORDER  -  THIRD ? (See Below)
 RF0794
 RF0794.The horizontal coordinates were established by classical geodetic methods
 RF0794.and adjusted by the National Geodetic Survey in March 1998..
 RF0794
 RF0794.The NAVD 88 height was computed by applying the VERTCON shift value to
 RF0794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RF0794.The vertical order pertains to the NGVD 29 superseded value.
 RF0794
 RF0794.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0794
 RF0794.The geoid height was determined by GEOID03.
 RF0794
 RF0794;                    North         East     Units Scale Factor Converg.
 RF0794;SPC ME E     -   343,255.256   189,201.184   MT  1.00005085   -1 03 22.6
 RF0794;SPC ME W     -   434,857.797   916,547.382   MT  0.99997003   +0 09 27.8
 RF0794;UTM  19      - 5,177,420.871   427,426.199   MT  0.99966474   -0 41 31.3
 RF0794
 RF0794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0794!SPC ME E     -   0.99992083  x   1.00005085  =   0.99997168
 RF0794!SPC ME W     -   0.99992083  x   0.99997003  =   0.99989087
 RF0794!UTM  19      -   0.99992083  x   0.99966474  =   0.99958560
 RF0794
 RF0794|---------------------------------------------------------------------|
 RF0794| PID    Reference Object                     Distance      Geod. Az  |
 RF0794|                                                           dddmmss.s |
 RF0794| RF0793 MON 269 IBC                         233.797 METERS 14010     |
 RF0794| RG0083 TALON                               APPROX.11.6 KM 2681958.7 |
 RF0794|---------------------------------------------------------------------|
 RF0794
 RF0794                          SUPERSEDED SURVEY CONTROL
 RF0794
 RF0794  NAD 83(1992)-  46 44 47.02227(N)    069 57 00.37679(W) AD(       ) 1
 RF0794  NAD 83(1986)-  46 44 47.03433(N)    069 57 00.38596(W) AD(       ) 1
 RF0794  NAD 27      -  46 44 46.88259(N)    069 57 02.10960(W) AD(       ) 1
 RF0794  NGVD 29 (07/19/86)  531.70   (m)         1744.4    (f) LEVELING    3  
 RF0794
 RF0794.Superseded values are not recommended for survey control.
 RF0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0794.See file dsdata.txt to determine how the superseded data were derived.
 RF0794
 RF0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM2742677421(NAD 83)
 RF0794_MARKER: B = BOLT
 RF0794_SETTING: 66 = SET IN ROCK OUTCROP
 RF0794_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 RF0794
 RF0794  HISTORY     - Date     Condition        Report By
 RF0794  HISTORY     - 1914     MONUMENTED       GSC
 RF0794
 RF0794                          STATION DESCRIPTION
 RF0794
 RF0794'DESCRIBED BY GEODETIC SURVEY OF CANADA 1914 (TF)
 RF0794'IN LEVERRIER TOWNSHIP, NEAR THE SOUTHERLY CORNER, 4 MILES NORTHEAST
 RF0794'OF LAC FRONTIERE, QUEBEC, ON THE HIGHEST POINT OF A ROUNDED HILL
 RF0794'KNOWN AS SUGAR LOAF.
 RF0794'
 RF0794'STATION MARK--A THREE - FOURTHS - INCH COPPER BOLT LEADED IN A DRILL
 RF0794'HOLE IN ROCK.  THREE REFERENCE BOLTS ARE LEADED IN DRILL HOLES IN
 RF0794'BOULDERS, AS FOLLOWS--NO 1, AZIMUTH 223 DEGREES 49 MINUTES, DISTANCE
 RF0794'60.20 FEET, NO 2, AZIMUTH 291 DEGREES 30 MINUTES, DISTANCE 81.08
 RF0794'FEET, AND NO 3, AZIMUTH 318 DEGREES 08 MINUTES, DISTANCE 73.80 FEET.
 RF0794'MONUMENT 269 IS 768.33 FEET DISTANT IN AZIMUTH 320 DEGREES 09 MINUTES
 RF0794'28 SECONDS, FROM THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0207 ***********************************************************************
 SF0207  DESIGNATION -  LEVESQUE
 SF0207  PID         -  SF0207
 SF0207  STATE/COUNTY-  ME/AROOSTOOK
 SF0207  USGS QUAD   -  GRAND ISLE (1986)
 SF0207
 SF0207                         *CURRENT SURVEY CONTROL
 SF0207  ___________________________________________________________________
 SF0207* NAD 83(1996)-  47 20 06.32807(N)    068 13 09.87588(W)     ADJUSTED  
 SF0207* NAVD 88     -       172.1    (meters)     565.     (feet)  VERTCON   
 SF0207  ___________________________________________________________________
 SF0207  LAPLACE CORR-           5.00  (seconds)                    DEFLEC99
 SF0207  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 SF0207
 SF0207  HORZ ORDER  -  SECOND
 SF0207
 SF0207.The horizontal coordinates were established by classical geodetic methods
 SF0207.and adjusted by the National Geodetic Survey in March 1998..
 SF0207
 SF0207.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0207
 SF0207.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0207
 SF0207.The geoid height was determined by GEOID03.
 SF0207
 SF0207;                    North         East     Units Scale Factor Converg.
 SF0207;SPC ME E     -   407,711.835   321,204.638   MT  0.99990552   +0 12 22.8
 SF0207;UTM  19      - 5,242,698.070   558,972.611   MT  0.99964274   +0 34 26.4
 SF0207
 SF0207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0207!SPC ME E     -   0.99997674  x   0.99990552  =   0.99988227
 SF0207!UTM  19      -   0.99997674  x   0.99964274  =   0.99961949
 SF0207
 SF0207|---------------------------------------------------------------------|
 SF0207| PID    Reference Object                     Distance      Geod. Az  |
 SF0207|                                                           dddmmss.s |
 SF0207| DA5457 LEVESQUE RM 1                         9.279 METERS 03205     |
 SF0207| DA5458 LEVESQUE RM 2                         7.839 METERS 21212     |
 SF0207| SF0219 ST B CATH CH W SP IBC 1973          APPROX. 2.6 KM 3395358.1 |
 SF0207| SF0218 ST B CATH CH E SP IBC 1973          APPROX. 2.6 KM 3400546.9 |
 SF0207| SF0229 ST BASIL NB PWR COMM MST 1973       APPROX. 5.5 KM 3593645.3 |
 SF0207|---------------------------------------------------------------------|
 SF0207
 SF0207                          SUPERSEDED SURVEY CONTROL
 SF0207
 SF0207  NAD 83(1992)-  47 20 06.32358(N)    068 13 09.87314(W) AD(       ) 2
 SF0207  NAD 83(1986)-  47 20 06.32760(N)    068 13 09.86464(W) AD(       ) 2
 SF0207  NAD 27      -  47 20 06.18234(N)    068 13 11.72220(W) AD(       ) 2
 SF0207  NGVD 29 (07/19/86)  172.2    (m)          565.     (f) VERT ANG       
 SF0207
 SF0207.Superseded values are not recommended for survey control.
 SF0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0207.See file dsdata.txt to determine how the superseded data were derived.
 SF0207
 SF0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN5897342698(NAD 83)
 SF0207
 SF0207  HISTORY     - Date     Condition        Report By
 SF0207  HISTORY     - 1973     MONUMENTED       IBC
 SF0207  HISTORY     - 1975     GOOD             NGS
 SF0207
 SF0207                          STATION DESCRIPTION
 SF0207
 SF0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CRM)
 SF0207'THE STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 WERE
 SF0207'RECOVERED AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0258 ***********************************************************************
 SF0258  DESIGNATION -  LEVESQUE MW TWR IBC 1973
 SF0258  PID         -  SF0258
 SF0258  STATE/COUNTY-  ME/AROOSTOOK
 SF0258  USGS QUAD   -  MADAWASKA (1986)
 SF0258
 SF0258                         *CURRENT SURVEY CONTROL
 SF0258  ___________________________________________________________________
 SF0258* NAD 83(1996)-  47 26 01.32719(N)    068 15 54.54676(W)     ADJUSTED  
 SF0258* NAVD 88     -                                                        
 SF0258  ___________________________________________________________________
 SF0258  LAPLACE CORR-           6.33  (seconds)                    DEFLEC99
 SF0258  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 SF0258
 SF0258  HORZ ORDER  -  THIRD
 SF0258
 SF0258.The horizontal coordinates were established by classical geodetic methods
 SF0258.and adjusted by the National Geodetic Survey in March 1998..
 SF0258
 SF0258
 SF0258.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0258
 SF0258.The geoid height was determined by GEOID03.
 SF0258
 SF0258;                    North         East     Units Scale Factor Converg.
 SF0258;SPC ME E     -   418,662.690   317,714.783   MT  0.99990386   +0 10 22.7
 SF0258;UTM  19      - 5,253,623.396   555,413.441   MT  0.99963774   +0 32 28.4
 SF0258
 SF0258                          SUPERSEDED SURVEY CONTROL
 SF0258
 SF0258  NAD 83(1992)-  47 26 01.32194(N)    068 15 54.54432(W) AD(       ) 4
 SF0258  NAD 83(1986)-  47 26 01.32712(N)    068 15 54.53414(W) AD(       ) 4
 SF0258  NAD 27      -  47 26 01.19032(N)    068 15 56.37548(W) AD(       ) 3
 SF0258
 SF0258.Superseded values are not recommended for survey control.
 SF0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0258.See file dsdata.txt to determine how the superseded data were derived.
 SF0258
 SF0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN5541353623(NAD 83)
 SF0258_MARKER: 45 = MICROWAVE TOWER
 SF0258
 SF0258  HISTORY     - Date     Condition        Report By
 SF0258  HISTORY     - 1973     FIRST OBSERVED   IBC
 SF0258  HISTORY     - 1975     GOOD             NGS
 SF0258
 SF0258                          STATION DESCRIPTION
 SF0258
 SF0258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CRM)
 SF0258'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1801 ***********************************************************************
 PE1801  DESIGNATION -  LEVI 1944
 PE1801  PID         -  PE1801
 PE1801  STATE/COUNTY-  ME/HANCOCK
 PE1801  USGS QUAD   -  BAR HARBOR (1982)
 PE1801
 PE1801                         *CURRENT SURVEY CONTROL
 PE1801  ___________________________________________________________________
 PE1801* NAD 83(1996)-  44 25 50.50161(N)    068 14 44.48890(W)     ADJUSTED  
 PE1801* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 PE1801  ___________________________________________________________________
 PE1801  LAPLACE CORR-           4.09  (seconds)                    DEFLEC99
 PE1801  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 PE1801
 PE1801  HORZ ORDER  -  THIRD
 PE1801
 PE1801.The horizontal coordinates were established by classical geodetic methods
 PE1801.and adjusted by the National Geodetic Survey in March 1998..
 PE1801
 PE1801.The orthometric height was scaled from a topographic map.
 PE1801
 PE1801.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1801
 PE1801.The geoid height was determined by GEOID03.
 PE1801
 PE1801;                    North         East     Units Scale Factor Converg.
 PE1801;SPC ME E     -    84,916.582   320,246.975   MT  0.99990504   +0 10 40.9
 PE1801;UTM  19      - 4,919,987.649   560,036.869   MT  0.99964433   +0 31 41.0
 PE1801
 PE1801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1801!SPC ME E     -   1.00000333  x   0.99990504  =   0.99990837
 PE1801!UTM  19      -   1.00000333  x   0.99964433  =   0.99964766
 PE1801
 PE1801:                Primary Azimuth Mark                     Grid Az
 PE1801:SPC ME E     -  CRAB                                     018 18 02.0
 PE1801:UTM  19      -  CRAB                                     017 57 01.9
 PE1801
 PE1801|---------------------------------------------------------------------|
 PE1801| PID    Reference Object                     Distance      Geod. Az  |
 PE1801|                                                           dddmmss.s |
 PE1801| PE1817 CRAB                                APPROX. 3.9 KM 0182842.9 |
 PE1801| PE1757 SOUTH GOULDSBORO CHURCH SPIRE       APPROX.10.9 KM 0900241.6 |
 PE1801| PE1812 BAR HARBOR EAST RADIO TOWER         APPROX. 5.6 KM 1420417.2 |
 PE1801| PE1814 BAR HARBOR WEST RADIO TOWER         APPROX. 5.6 KM 1425304.2 |
 PE1801| PE1882 MEADOW PT BRICK CHIM WITH VENT      APPROX. 3.7 KM 3272540.6 |
 PE1801| PE1881 MARLBORO OLD POINT BARN CUPOLA      APPROX. 5.4 KM 3380252.8 |
 PE1801|---------------------------------------------------------------------|
 PE1801
 PE1801                          SUPERSEDED SURVEY CONTROL
 PE1801
 PE1801  NAD 83(1992)-  44 25 50.49788(N)    068 14 44.48986(W) AD(       ) 3
 PE1801  NAD 83(1986)-  44 25 50.49679(N)    068 14 44.49393(W) AD(       ) 3
 PE1801  NAD 27      -  44 25 50.21500(N)    068 14 46.44500(W) AD(       ) 3
 PE1801
 PE1801.Superseded values are not recommended for survey control.
 PE1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1801.See file dsdata.txt to determine how the superseded data were derived.
 PE1801
 PE1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK6003719988(NAD 83)
 PE1801
 PE1801  HISTORY     - Date     Condition        Report By
 PE1801  HISTORY     - 1944     MONUMENTED       CGS
 PE1801
 PE1801                          STATION DESCRIPTION
 PE1801
 PE1801'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1801'STATION IS LOCATED ON CAPE LEVI ON THE SOUTHWESTERN SIDE OF
 PE1801'FRENCHMAN BAY, ABOUT 3-1/2 MILES NORTHWEST OF BAR HARBOR, ABOUT
 PE1801'200 METERS NORTH OF AN OUTDOOR SWIMMING POOL ON THE BEACH, ABOUT
 PE1801'30 METERS S.S.E. OF A SMALL POINT WHERE SHORELINE BREAKS TO WEST
 PE1801'FOR ABOUT 50 METERS, ON A PIECE OF LEDGE ROCK THAT IS ABOUT 4
 PE1801'METERS OUTSIDE OF TREE AND GRASS LINE.  AND DROPS OFF ON EAST,
 PE1801'NORTH, AND WEST SIDES AND ABOUT 2 METERS FROM M.H.W. LINE.
 PE1801'MARK IS A STANDARD DISC STAMPED LEVI, 1944.
 PE1801'
 PE1801'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK 6 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0085 ***********************************************************************
 PF0085  SACS        -  This is a Secondary Airport Control Station.
 PF0085  DESIGNATION -  LEW AP STA B
 PF0085  PID         -  PF0085
 PF0085  STATE/COUNTY-  ME/ANDROSCOGGIN
 PF0085  USGS QUAD   -  MINOT (1981)
 PF0085
 PF0085                         *CURRENT SURVEY CONTROL
 PF0085  ___________________________________________________________________
 PF0085* NAD 83(1996)-  44 03 16.42373(N)    070 16 46.87329(W)     ADJUSTED  
 PF0085* NAVD 88     -        79.180  (meters)     259.78   (feet)  ADJUSTED  
 PF0085  ___________________________________________________________________
 PF0085  X           -   1,549,238.106 (meters)                     COMP
 PF0085  Y           -  -4,322,025.484 (meters)                     COMP
 PF0085  Z           -   4,412,487.327 (meters)                     COMP
 PF0085  LAPLACE CORR-           3.68  (seconds)                    DEFLEC99
 PF0085  ELLIP HEIGHT-          52.76  (meters)          (01/07/02) GPS OBS
 PF0085  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 PF0085  DYNAMIC HT  -          79.171 (meters)     259.75  (feet)  COMP
 PF0085  MODELED GRAV-     980,497.4   (mgal)                       NAVD 88
 PF0085
 PF0085  HORZ ORDER  -  FIRST
 PF0085  VERT ORDER  -  FIRST     CLASS I
 PF0085  ELLP ORDER  -  FIFTH     CLASS I
 PF0085
 PF0085.This mark is at Auburn Airport (LEW)
 PF0085
 PF0085.The horizontal coordinates were established by GPS observations
 PF0085.and adjusted by the National Geodetic Survey in July 1997..
 PF0085
 PF0085.The orthometric height was determined by differential leveling
 PF0085.and adjusted by the National Geodetic Survey in June 1991..
 PF0085
 PF0085.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PF0085
 PF0085.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF0085
 PF0085.The ellipsoidal height was determined by GPS observations
 PF0085.and is referenced to NAD 83.
 PF0085
 PF0085.The geoid height was determined by GEOID03.
 PF0085
 PF0085.The dynamic height is computed by dividing the NAVD 88
 PF0085.geopotential number by the normal gravity value computed on the
 PF0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0085.degrees latitude (g = 980.6199 gals.).
 PF0085
 PF0085.The modeled gravity was interpolated from observed gravity values.
 PF0085
 PF0085;                    North         East     Units Scale Factor Converg.
 PF0085;SPC ME W     -   135,681.911   890,943.680   MT  0.99996767   -0 04 42.9
 PF0085;UTM  19      - 4,878,728.995   397,496.004   MT  0.99972923   -0 53 23.6
 PF0085
 PF0085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF0085!SPC ME W     -   0.99999173  x   0.99996767  =   0.99995940
 PF0085!UTM  19      -   0.99999173  x   0.99972923  =   0.99972096
 PF0085
 PF0085:                Primary Azimuth Mark                     Grid Az
 PF0085:SPC ME W     -  APT BCN AUBURN LEWISTON APT              195 19 56.0
 PF0085:UTM  19      -  APT BCN AUBURN LEWISTON APT              196 08 36.7
 PF0085
 PF0085|---------------------------------------------------------------------|
 PF0085| PID    Reference Object                     Distance      Geod. Az  |
 PF0085|                                                           dddmmss.s |
 PF0085| PF1078 APT BCN AUBURN LEWISTON APT         APPROX. 1.1 KM 1951513.1 |
 PF0085| PF1080 ARP RESET                           APPROX. 0.8 KM 2042306.6 |
 PF0085|---------------------------------------------------------------------|
 PF0085
 PF0085                          SUPERSEDED SURVEY CONTROL
 PF0085
 PF0085  ELLIP H (07/24/97)   52.74   (m)                       GP(       ) 1 1
 PF0085  NAD 83(1992)-  44 03 16.42378(N)    070 16 46.87235(W) AD(1995.00) 1
 PF0085  ELLIP H (04/19/96)   52.75   (m)                       GP(1995.00) 3 1
 PF0085  NAD 83(1992)-  44 03 16.42238(N)    070 16 46.87215(W) AD(       ) 2
 PF0085  NAD 83(1986)-  44 03 16.42858(N)    070 16 46.87651(W) AD(       ) 2
 PF0085  NAD 27      -  44 03 16.16373(N)    070 16 48.67888(W) AD(       ) 2
 PF0085  NAVD 88 (04/19/96)   79.18   (m)          259.8    (f) LEVELING    3  
 PF0085  NGVD 29 (??/??/92)   79.369  (m)          260.40   (f) ADJ UNCH    1 1
 PF0085
 PF0085.Superseded values are not recommended for survey control.
 PF0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0085.See file dsdata.txt to determine how the superseded data were derived.
 PF0085
 PF0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9749678729(NAD 83)
 PF0085_MARKER: DT = TOPOGRAPHIC STATION DISK
 PF0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PF0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PF0085_STAMPING: AP 1964 STA. B
 PF0085_MARK LOGO: CGS   
 PF0085_MAGNETIC: N = NO MAGNETIC MATERIAL
 PF0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0085+STABILITY: SURFACE MOTION
 PF0085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PF0085+SATELLITE: SATELLITE OBSERVATIONS - July 18, 1996
 PF0085
 PF0085  HISTORY     - Date     Condition        Report By
 PF0085  HISTORY     - 1964     MONUMENTED       CGS
 PF0085  HISTORY     - 1966     GOOD             NGS
 PF0085  HISTORY     - 1974     GOOD             NGS
 PF0085  HISTORY     - 1977     SEE DESCRIPTION  NGS
 PF0085  HISTORY     - 1978     GOOD             NGS
 PF0085  HISTORY     - 19830615 GOOD             CGS
 PF0085  HISTORY     - 19951023 GOOD             CHANCE
 PF0085  HISTORY     - 19960718 GOOD             NGS
 PF0085
 PF0085                          STATION DESCRIPTION
 PF0085
 PF0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PF0085'5.7 MI SW FROM AUBURN.
 PF0085'ABOUT 4.45 MILES SOUTH ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PF0085'CROSSING OF COURT STREET AT AUBURN, THENCE ABOUT 1.25 MILES
 PF0085'NORTHWEST ALONG EAST HARDSCRABBLE ROAD AND A BLACK TOPPED ROAD,
 PF0085'AT THE LEWISTON-AUBURN MUNICIPAL AIRPORT, NEAR THE NORTHEAST
 PF0085'END OF THE NORTHEAST-SOUTHWEST RUNWAY, 155 FEET SOUTHWEST OF
 PF0085'THE EXTENDED CENTER LINE OF THE BLACK TOPPED ROAD, 75 FEET
 PF0085'SOUTHEAST OF THE EAST CORNER OF THE RUNWAY, ABOUT 1 1/2 FEET
 PF0085'BELOW THE LEVEL OF THE RUNWAY AND SET IN THE TOP OF A CONCRETE
 PF0085'POST FLUSH WITH THE GROUND.
 PF0085
 PF0085                          STATION RECOVERY (1974)
 PF0085
 PF0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 PF0085'RECOVERED IN GOOD CONDITION.
 PF0085
 PF0085                          STATION RECOVERY (1977)
 PF0085
 PF0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (ALB)
 PF0085'THIS STATION WAS RECOVERED IN GOOD CONDITION AND USED AS AN
 PF0085'AZIMUTH MARK FOR TRAVERSE STATION ARP. IT WAS ESTABLISHED
 PF0085'BY AN EDM MEASUREMENT FROM STATION ARP. SEE DESCRIPTION
 PF0085'THEREOF.
 PF0085'
 PF0085'DESCRIBED BY JERRY E. ELLINGWOOD.
 PF0085'
 PF0085'THE HEIGHT OF LIGHT ABOVE THE STATION WAS 1.0 METER.
 PF0085
 PF0085                          STATION RECOVERY (1978)
 PF0085
 PF0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PF0085'RECOVERED IN GOOD CONDITION.
 PF0085
 PF0085                          STATION RECOVERY (1983)
 PF0085
 PF0085'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1983
 PF0085'AT THE AUBURN-LEWISTON MUNICIPAL AIRPORT, 75.1 FT (22.9 M) SOUTHEAST
 PF0085'OF THE CORNER OF RUNWAY 22, 70.5 FT (21.5 M) SOUTHEAST OF THE EASTERN
 PF0085'MOST THRESHOLD LIGHT, 320.5 FT (97.7 M) FROM THE SECOND RUNWAY LIGHT
 PF0085'AND 149.93 FT (45.70 M) SOUTHEAST OF THE CENTERLINE OF THE RUNWAY. THE
 PF0085'STATION IS A STANDARD TOPOGRAPHIC DISK SET IN THE TOP OF A CONCRETE
 PF0085'POST WHICH IS FLUSH WITH THE GROUND AND STAMPED AP 1964 STA B.  NOTE-
 PF0085'ADJUSTED POSITION IN G-15821 P.9
 PF0085
 PF0085                          STATION RECOVERY (1995)
 PF0085
 PF0085'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (CRL)
 PF0085'RECOVERED IN GOOD CONDITION.  A NEW AND COMPLETE DESCRIPTION FOLLOWS
 PF0085'THE STATION IS LOCATED ABOUT 6.0 KM (3.70 MI) SOUTHWEST OF THE CITY OF
 PF0085'AUBURN AT THE AUBURN-LEWISTON MUNICIPAL AIRPORT. OWNERSHIP--CITIES OF
 PF0085'AUBURN AND LEWISTON, CONTACT THE MAINTENANCE SUPERVISOR, CARL HEBERT
 PF0085'207-783-3912 REGARDING THE ACCESS  TO REACH THE STATION FROM EXIT 12
 PF0085'ON I-495, CONTINUE THROUGH THE TOLLS TO US HIGHWAY 202.  TURN RIGHT ON
 PF0085'US HIGHWAY 202 AND GO SOUTH 0.40 KM (0.25 MI) TO THE INTERSECTION WITH
 PF0085'KITTYHAWK ROAD.  TURN RIGHT ON KITTY HAWK ROAD AND GO WEST 1.1 KM
 PF0085'(0.70 MI) TO A FOUR-WAY STOP WITH HOTEL ROAD.  CONTINUE STRAIGHT AHEAD
 PF0085'ON KITTYHAWK ROAD FOR 1.8 KM (1.10 MI) TO THE T-INTERSECTION WITH
 PF0085'LEWISTON JUNCTION ROAD. TURN RIGHT AND GO NORTH 0.5 KM (0.30 MI) ALONG
 PF0085'LEWISTON JUNCTION ROAD TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN
 PF0085'RIGHT AND GO 0.2 KM (0.10 MI) TO THE TERMINAL BUILDING.  THE STATION
 PF0085'IS ANOTHER 0.8 KM (0.50 MI) NORTHEAST AT THE END OF RUNWAY 4-22 ALONG
 PF0085'THE SOUTHEAST EDGE  THE STATION IS A STANDARD CGS SURVEY DISK STAMPED
 PF0085'AP STA B 1964, SET INTO THE TOP OF CONCRETE MONUMENT RECESSED
 PF0085'APPROXIMATELY 10 CM BELOW GROUND LEVEL.  THE STATION IS LOCATED
 PF0085'ON-LINE WITH THE NORTHEAST EDGE OF THE END OF RUNWAY 4-22, 63.5 M
 PF0085'(208.3 FT) EAST OF THE FIRST RUNWAY LIGHT SOUTHWEST OF THE END ON THE
 PF0085'SOUTHEAST SIDE OF THE RUNWAY, 45.69 M (149.90 FT) SOUTHEAST OF THE
 PF0085'CENTERLINE END OF RUNWAY 4-22, AND 17.92 M (58.79 FT) SOUTHEAST OF THE
 PF0085'SOUTHEAST RUNWAY END INDICATOR LIGHT  THE STATION IS DESIGNATED AS A
 PF0085'SECONDARY AIRPORT CONTROL STATION (SACS) - MAINE ANA SURVEYS 1995.
 PF0085
 PF0085                          STATION RECOVERY (1996)
 PF0085
 PF0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (WCW)
 PF0085'1995 DESCRIPTION ADEQUATE, COPY WITH ADDITIONS FOLLOWS.  THE STATION
 PF0085'IS LOCATED ABOUT 6.0 KM (3.70 MI) SOUTHWEST OF THE CITY OF AUBURN AT
 PF0085'THE AUBURN-LEWISTON MUNICIPAL AIRPORT.  OWNERSHIP--CITIES OF AUBURN
 PF0085'AND LEWISTON, 390 LEWISTON JUNCTION ROAD, AUBURN ME 04210.  AIRPORT
 PF0085'MANAGER IS PAUL KARLOWITZ, PHONE 207-786-0631.  CONTACT MAINTENANCE
 PF0085'SUPERVISOR CARL HEBERT, PHONE 207-783-3912 TO ASSIST WITH MONUMENT
 PF0085'RECOVERY. TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 202 AND
 PF0085'EXIT 12 ON I-495, GO SOUTH ALONG US HIGHWAY 202 (RIGHT TURN AFTER EXIT
 PF0085'12) FOR 0.40 KM (0.25 MI) TO KITTYHAWK ROAD.  TURN RIGHT AND GO WEST
 PF0085'1.1 KM (0.70 MI) ALONG KITTYHAWK ROAD TO HOTEL ROAD.  CONTINUE
 PF0085'STRAIGHT AHEAD AND GO WEST THEN NORTHWEST FOR 1.8 KM (1.10 MI) TO THE
 PF0085'TERMINUS OF KITTYHAWK ROAD AT LEWISTON JUNCTION ROAD.  TURN RIGHT AND
 PF0085'GO NORTHEAST FOR 0.5 KM (0.30 MI) ALONG LEWISTON JUNCTION ROAD TO THE
 PF0085'AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT AND GO SOUTHEAST ON THE
 PF0085'AIRPORT ENTRANCE ROAD FOR 0.2 KM (0.10 MI) TO A GATE AND THE AIRPORT
 PF0085'OFFICE ON LEFT.  CONTINUE AHEAD TO PASS THROUGH THE GATE (ALTERNATE
 PF0085'FBO GATE IS 37 M (121.4 FT) TO RIGHT/SOUTHWEST) AND GO SOUTHEAST FOR
 PF0085'0.16 KM (0.10 MI) CROSSING AN APRON TO TAXIWAY A AND TO RUNWAY 4-22.
 PF0085'TURN LEFT AND GO NORTHEAST FOR 0.8 KM (0.50 MI) ON RUNWAY 4-22 TO
 PF0085'APPROACH 22 AND THE STATION ON RIGHT. THE STATION IS LOCATED SOUTHEAST
 PF0085'OF AND ON LINE WITH THE EXTENDED NORTHEAST END OF RUNWAY PAVEMENT AT
 PF0085'APPROACH 22, AND IS 63.5 M (208.3 FT) EAST OF THE FIRST RUNWAY LIGHT
 PF0085'SOUTHWEST OF APPROACH 22 ON THE SOUTHEAST SIDE OF THE RUNWAY, 45.7 M
 PF0085'(149.9 FT) SOUTHEAST OF THE CENTERLINE END OF RUNWAY 4-22 AT APPROACH
 PF0085'22, 27.5 M (90.2 FT) SOUTHEAST OF THE FOURTH AND SOUTHEASTERNMOST
 PF0085'THRESHOLD LIGHT, AND 17.9 M (58.7 FT) SOUTHEAST OF THE SOUTHEAST
 PF0085'RUNWAY END INDICATOR LIGHT (REIL) .  THE STATION IS RECESSED 13 CM (5
 PF0085'IN) .  DESC BY WCW-1996. NOTE--THIS IS A SECONDARY AIRPORT CONTROL
 PF0085'STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3240 ***********************************************************************
 AE3240  DESIGNATION -  LEW AWOS
 AE3240  PID         -  AE3240
 AE3240  STATE/COUNTY-  ME/ANDROSCOGGIN
 AE3240  USGS QUAD   -  MINOT (1981)
 AE3240
 AE3240                         *CURRENT SURVEY CONTROL
 AE3240  ___________________________________________________________________
 AE3240* NAD 83(1996)-  44 02 40.49585(N)    070 17 06.67159(W)     ADJUSTED  
 AE3240* NAVD 88     -        81.1    (meters)     266.     (feet)  GPS OBS   
 AE3240  ___________________________________________________________________
 AE3240  X           -   1,549,083.798 (meters)                     COMP
 AE3240  Y           -  -4,322,901.260 (meters)                     COMP
 AE3240  Z           -   4,411,691.621 (meters)                     COMP
 AE3240  LAPLACE CORR-           3.58  (seconds)                    DEFLEC99
 AE3240  ELLIP HEIGHT-          54.65  (meters)          (02/26/02) GPS OBS
 AE3240  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 AE3240
 AE3240  HORZ ORDER  -  THIRD
 AE3240  ELLP ORDER  -  FIFTH     CLASS I
 AE3240
 AE3240.The horizontal coordinates were established by GPS observations
 AE3240.and adjusted by the National Geodetic Survey in September 1997..
 AE3240
 AE3240.The orthometric height was determined by GPS observations and a
 AE3240.high-resolution geoid model.
 AE3240
 AE3240.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3240
 AE3240.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3240
 AE3240.The ellipsoidal height was determined by GPS observations
 AE3240.and is referenced to NAD 83.
 AE3240
 AE3240.The geoid height was determined by GEOID03.
 AE3240
 AE3240;                    North         East     Units Scale Factor Converg.
 AE3240;SPC ME W     -   134,573.661   890,501.408   MT  0.99996778   -0 04 56.6
 AE3240;UTM  19      - 4,877,627.380   397,038.195   MT  0.99973038   -0 53 36.8
 AE3240
 AE3240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3240!SPC ME W     -   0.99999143  x   0.99996778  =   0.99995921
 AE3240!UTM  19      -   0.99999143  x   0.99973038  =   0.99972181
 AE3240
 AE3240|---------------------------------------------------------------------|
 AE3240| PID    Reference Object                     Distance      Geod. Az  |
 AE3240|                                                           dddmmss.s |
 AE3240| AB2633 LEW D                               388.442 METERS 02303     |
 AE3240|---------------------------------------------------------------------|
 AE3240
 AE3240                          SUPERSEDED SURVEY CONTROL
 AE3240
 AE3240.No superseded survey control is available for this station.
 AE3240
 AE3240_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9703877627(NAD 83)
 AE3240_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AE3240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3240_STAMPING: AWOS MARKER ELEV 266.81
 AE3240_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE3240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3240+STABILITY: SURFACE MOTION
 AE3240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3240+SATELLITE: SATELLITE OBSERVATIONS - July 18, 1996
 AE3240
 AE3240  HISTORY     - Date     Condition        Report By
 AE3240  HISTORY     - 1995     MONUMENTED
 AE3240  HISTORY     - 19960718 GOOD             NGS
 AE3240
 AE3240                          STATION DESCRIPTION
 AE3240
 AE3240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (WCW)
 AE3240'THE STATION WAS RECOVERED AT THIS DATE.  THE STATION IS LOCATED ABOUT
 AE3240'6.0 KM (3.70 MI) SOUTHWEST OF THE CITY OF AUBURN AT THE
 AE3240'AUBURN-LEWISTON MUNICIPAL AIRPORT.  OWNERSHIP--CITIES OF AUBURN AND
 AE3240'LEWISTON, 390 LEWISTON JUNCTION ROAD, AUBURN ME 04210.  AIRPORT
 AE3240'MANAGER IS PAUL KARLOWITZ, PHONE 207-786-0631.  CONTACT MAINTENANCE
 AE3240'SUPERVISOR CARL HEBERT, PHONE 207-783-3912 FOR ASSISTANCE WITH
 AE3240'MONUMENT RECOVERY.  TO REACH THE STATION FROM THE JUNCTION OF US
 AE3240'HIGHWAY 202 AND EXIT 12 ON I-495, GO SOUTH ON US HIGHWAY 202 (RIGHT
 AE3240'TURN AFTER EXIT 12) FOR 0.40 KM (0.25 MI) TO KITTYHAWK ROAD.  TURN
 AE3240'RIGHT AND GO WEST 1.1 KM (0.70 MI) ALONG KITTYHAWK ROAD TO HOTEL ROAD.
 AE3240'CONTINUE STRAIGHT AHEAD AND GO WEST THEN NORTHWEST FOR 1.8 KM (1.10
 AE3240'MI) TO THE TERMINUS OF KITTYHAWK ROAD AT LEWISTON JUNCTION ROAD.  TURN
 AE3240'RIGHT AND GO NORTHEAST FOR 0.5 KM (0.30 MI) ALONG LEWISTON JUNCTION
 AE3240'ROAD TO THE AIRPORT ENTRANCE ROAD ON RIGHT.  TURN RIGHT AND GO
 AE3240'SOUTHEAST FOR 0.2 KM (0.10 MI) ON THE AIRPORT ENTRANCE ROAD TO A GATE
 AE3240'AND THE AIRPORT OFFICE ON LEFT.  PASS THROUGH THE GATE (ALTERNATE GATE
 AE3240'IS 37 M (121.4 FT) TO RIGHT/SOUTHWEST) AND GO SOUTHEAST FOR 0.16 KM
 AE3240'(0.10 MI) CROSSING AN APRON TO TAXIWAY A AND TO RUNWAY 4-22.  TURN
 AE3240'RIGHT AND GO SOUTHWEST FOR 0.3 KM (0.20 MI) ON RUNWAY 4-22 TO A PAVED
 AE3240'ROAD LEFT WHICH LEADS TO THE GLIDE SLOPE ANTENNA AND AWOS.  TURN LEFT
 AE3240'AND GO SOUTHEAST FOR 100 M (328.1 FT) TO THE STATION ON THE LEFT.  THE
 AE3240'STATION IS LOCATED 102.2 M (335.3 FT) SOUTHEAST OF RUNWAY 4-22 CENTER,
 AE3240'27.5 M (90.2 FT) NORTHEAST OF THE GLIDE SLOPE ANTENNA FOR APPROACH 4,
 AE3240'16.0 M (52.5 FT) NORTHEAST OF AN ANEOMETER TOWER, 10.0 M (32.8 FT)
 AE3240'NORTHEAST OF THE PAVED ROAD CENTER, 2.8 M (9.2 FT) NORTH OF THE EAST
 AE3240'SUPPORT FOR THE AWOS PLATFORM, AND 2.8 M (9.2 FT) EAST OF THE NORTH
 AE3240'SUPPORT FOR THE AWOS PLATFORM.  THE STATION PROTRUDED 5 CM (2 IN)
 AE3240'ABOVE THE GRAVELED GROUND SURFACE. DESC WCW-1996.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB2634 ***********************************************************************
 AB2634  SACS        -  This is a Secondary Airport Control Station.
 AB2634  DESIGNATION -  LEW C
 AB2634  PID         -  AB2634
 AB2634  STATE/COUNTY-  ME/ANDROSCOGGIN
 AB2634  USGS QUAD   -  MINOT (1981)
 AB2634
 AB2634                         *CURRENT SURVEY CONTROL
 AB2634  ___________________________________________________________________
 AB2634* NAD 83(1996)-  44 02 31.44905(N)    070 17 15.14313(W)     ADJUSTED  
 AB2634* NAVD 88     -        81.61   (meters)     267.7    (feet)  GPS OBS   
 AB2634  ___________________________________________________________________
 AB2634  X           -   1,548,971.856 (meters)                     COMP
 AB2634  Y           -  -4,323,147.982 (meters)                     COMP
 AB2634  Z           -   4,411,491.275 (meters)                     COMP
 AB2634  LAPLACE CORR-           3.52  (seconds)                    DEFLEC99
 AB2634  ELLIP HEIGHT-          55.18  (meters)          (01/07/02) GPS OBS
 AB2634  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 AB2634
 AB2634  HORZ ORDER  -  FIRST
 AB2634  ELLP ORDER  -  FIFTH     CLASS I
 AB2634
 AB2634.This mark is at Auburn Airport (LEW)
 AB2634
 AB2634.The horizontal coordinates were established by GPS observations
 AB2634.and adjusted by the National Geodetic Survey in July 1997..
 AB2634
 AB2634.The orthometric height was determined by GPS observations and a
 AB2634.high-resolution geoid model.
 AB2634
 AB2634.GPS derived orthometric heights for airport stations designated as
 AB2634.PACS or SACS are published to 2 decimal places.  This maintains
 AB2634.centimeter relative accuracy between the PACS and SACS.  It does
 AB2634.not indicate centimeter accuracy relative to other marks which are
 AB2634.part of the NAVD 88 network.
 AB2634
 AB2634.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2634
 AB2634.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2634
 AB2634.The ellipsoidal height was determined by GPS observations
 AB2634.and is referenced to NAD 83.
 AB2634
 AB2634.The geoid height was determined by GEOID03.
 AB2634
 AB2634;                    North         East     Units Scale Factor Converg.
 AB2634;SPC ME W     -   134,294.717   890,312.405   MT  0.99996782   -0 05 02.5
 AB2634;UTM  19      - 4,877,351.205   396,845.307   MT  0.99973087   -0 53 42.6
 AB2634
 AB2634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2634!SPC ME W     -   0.99999135  x   0.99996782  =   0.99995917
 AB2634!UTM  19      -   0.99999135  x   0.99973087  =   0.99972222
 AB2634
 AB2634                          SUPERSEDED SURVEY CONTROL
 AB2634
 AB2634  ELLIP H (07/24/97)   55.16   (m)                       GP(       ) 1 1
 AB2634  NAD 83(1992)-  44 02 31.44910(N)    070 17 15.14218(W) AD(1995.00) 1
 AB2634  ELLIP H (04/19/96)   55.17   (m)                       GP(1995.00) 3 1
 AB2634
 AB2634.Superseded values are not recommended for survey control.
 AB2634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2634.See file dsdata.txt to determine how the superseded data were derived.
 AB2634
 AB2634_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9684577351(NAD 83)
 AB2634_MARKER: DD = SURVEY DISK
 AB2634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2634_STAMPING: LEW C 1993
 AB2634_MARK LOGO: NOS   
 AB2634_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2634+STABILITY: SURFACE MOTION
 AB2634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2634+SATELLITE: SATELLITE OBSERVATIONS - July 18, 1996
 AB2634
 AB2634  HISTORY     - Date     Condition        Report By
 AB2634  HISTORY     - 1993     MONUMENTED       NOS
 AB2634  HISTORY     - 19830723 GOOD             NOS
 AB2634  HISTORY     - 19951005 GOOD             CHANCE
 AB2634  HISTORY     - 19960718 GOOD             NGS
 AB2634
 AB2634                          STATION DESCRIPTION
 AB2634
 AB2634'DESCRIBED BY NATIONAL OCEAN SERVICE 1983
 AB2634'THE STATION IS LOCATED AT THE AUBURN-LEWISTON MUNICIPAL AIRPORT ON THE
 AB2634'SOUTHEAST SIDE OF RUNWAY END 4.  THE STATION IS LOCATED 207.6 FT (63.3
 AB2634'M) SOUTH OF THE FIRST RUNWAY LIGHT NORTHEAST OF THE RUNWAY END ON THE
 AB2634'SOUTHEAST SIDE OF THE RUNWAY, 149.7 FT (45.6 M) SOUTHEAST OF CL END
 AB2634'RWY 4, AND 84.8 FT (25.8 M) SOUTHEAST OF THE SOUTHEASTERLY MOST LIGHT
 AB2634'OF THE THRESHOLD LIGHT BAR THE STATION IS A STANDARD NOS DISK STAMPED
 AB2634'LEW C 1993 AND SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT AND
 AB2634'ABOUT 0.1 FT (3.0 CM) BELOW THE SURFACE.
 AB2634
 AB2634                          STATION RECOVERY (1995)
 AB2634
 AB2634'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (DS)
 AB2634'THE STATION IS LOCATED ABOUT 6.0 KM (3.70 MI) SOUTHWEST OF THE CITY OF
 AB2634'AUBURN AT THE AUBURN-LEWISTON MUNICIPAL AIRPORT.  OWNERSHIP--CITIES OF
 AB2634'AUBURN AND LEWISTON, CONTACT THE MAINTENANCE SUPERVISOR CARL HEBERT
 AB2634'207-783-3912 REGARDING ACCESS  TO REACH THE STATION FROM EXIT 12 ON
 AB2634'I-495, CONTINUE THROUGH THE TOLLS TO US HIGHWAY 202.  TURN RIGHT ON US
 AB2634'HIGHWAY 202 AND GO SOUTH 0.40 KM (0.25 MI) TO THE INTERSECTION WITH
 AB2634'KITTYHAWK ROAD.  TURN RIGHT ON KITTY HAWK ROAD AND GO WEST 1.1 KM
 AB2634'(0.70 MI) TO A FOUR-WAY STOP WITH HOTEL ROAD.  CONTINUE STRAIGHT AHEAD
 AB2634'ON KITTYHAWK ROAD FOR 1.8 KM (1.10 MI) TO THE T-INTERSECTION WITH
 AB2634'LEWISTON JUNCTION ROAD. TURN RIGHT AND GO NORTH 0.5 KM (0.30 MI) ALONG
 AB2634'LEWISTON JUNCTION ROAD TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN
 AB2634'RIGHT AND GO 0.2 KM (0.10 MI) TO THE TERMINAL BUILDING.  THE STATION
 AB2634'IS LOCATED 0.8 KM (0.50 MI) SOUTHWEST AT THE END OF RUNWAY 4-22 ALONG
 AB2634'THE SOUTHEAST EDGE  THE STATION IS A STANDARD NOS SURVEY DISK STAMPED
 AB2634'LEW C 1993, SET INTO THE TOP OF A CONCRETE MONUMENT THAT IS FLUSH WITH
 AB2634'GROUND LEVEL. THE STATION IS LOCATED ON-LINE WITH THE EDGE OF THE
 AB2634'SOUTHWEST END OF RUNWAY 4-22, 63.28 M (207.61 FT) SOUTH OF THE FIRST
 AB2634'RUNWAY LIGHT NORTHEAST OF THE END OF RUNWAY 4-22 ON THE SOUTHEAST
 AB2634'SIDE, 45.63 M (149.70 FT) SOUTHEAST OF THE CENTERLINE END OF RUNWAY
 AB2634'4-22, AND 25.85 M (84.81 FT) SOUTHEAST OF THE SOUTHEASTERNMOST
 AB2634'THRESHHOLD LIGHT  THE STATION IS DESIGNATED AS A SECONDARY AIRPORT
 AB2634'CONTROL STATION (SACS) - MAINE ANA SURVEYS 1995.
 AB2634
 AB2634                          STATION RECOVERY (1996)
 AB2634
 AB2634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (WCW)
 AB2634'THE STATION IS LOCATED ABOUT 6.0 KM (3.70 MI) SOUTHWEST OF THE CITY OF
 AB2634'AUBURN AT THE AUBURN-LEWISTON MUNICIPAL AIRPORT.  OWNERSHIP--CITIES OF
 AB2634'AUBURN AND LEWISTON, 390 LEWISTON JUNCTION ROAD, AUBURN ME 04210.
 AB2634'AIRPORT MANAGER IS PAUL KARLOWITZ, PHONE 207-786-0631.  CONTACT
 AB2634'MAINTENANCE SUPERVISOR CARL HEBERT, PHONE 207-783-3912 FOR ASSISTANCE
 AB2634'WITH MONUMENT RECOVERY. TO REACH THE STATION FROM THE JUNCTION OF US
 AB2634'HIGHWAY 202 AND EXIT 12 ON I-495, GO SOUTH ON US HIGHWAY 202 (RIGHT
 AB2634'TURN AFTER EXIT 12) FOR 0.40 KM (0.25 MI) TO KITTYHAWK ROAD.  TURN
 AB2634'RIGHT AND GO WEST 1.1 KM (0.70 MI) ALONG KITTYHAWK ROAD TO HOTEL ROAD.
 AB2634'CONTINUE STRAIGHT AHEAD AND GO WEST THEN NORTHWEST FOR 1.8 KM (1.10
 AB2634'MI) TO THE TERMINUS OF KITTYHAWK ROAD AT LEWISTON JUNCTION ROAD.  TURN
 AB2634'RIGHT AND GO NORTHEAST FOR 0.5 KM (0.30 MI) ALONG LEWISTON JUNCTION
 AB2634'ROAD TO THE AIRPORT ENTRANCE ROAD ON RIGHT.  TURN RIGHT AND GO
 AB2634'SOUTHEAST FOR 0.2 KM (0.10 MI) ON THE AIRPORT ENTRANCE ROAD TO A GATE
 AB2634'AND THE AIRPORT OFFICE ON LEFT.  PASS THROUGH THE GATE (ALTERNATE GATE
 AB2634'IS 37 M (121.4 FT) TO RIGHT/SOUTHWEST) AND GO SOUTHEAST FOR 0.16 KM
 AB2634'(0.10 MI) CROSSING AN APRON TO TAXIWAY A AND TO RUNWAY 4-22.  TURN
 AB2634'RIGHT AND GO SOUTHWEST FOR 0.40 MI (0.64 KM) ON RUNWAY 4-22 TO
 AB2634'APPROACH 4 AND THE STATION ON THE LEFT. THE STATION IS LOCATED
 AB2634'SOUTHEAST OF AND ON LINE WITH THE EXTENDED SOUTHWEST END OF RUNWAY
 AB2634'PAVEMENT AT APPROACH 4, AND IS 63.3 M (207.7 FT) SOUTH OF THE FIRST
 AB2634'RUNWAY LIGHT NORTHEAST OF APPROACH 4 ON THE SOUTHEAST SIDE OF THE
 AB2634'RUNWAY, 45.7 M (149.9 FT) SOUTHEAST OF THE CENTERLINE END OF RUNWAY
 AB2634'4-22 AT APPROACH 4, AND 27.4 M (89.9 FT) SOUTHEAST OF THE FOURTH AND
 AB2634'SOUTHEASTERNMOST THRESHOLD LIGHT.  THE STATION IS FLUSH WITH GROUND
 AB2634'LEVEL.  DESC WCW-1996. NOTE--THIS IS A SECONDARY AIRPORT CONTROL
 AB2634'STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB2633 ***********************************************************************
 AB2633  PACS        -  This is a Primary Airport Control Station.
 AB2633  DESIGNATION -  LEW D
 AB2633  PID         -  AB2633
 AB2633  STATE/COUNTY-  ME/ANDROSCOGGIN
 AB2633  USGS QUAD   -  MINOT (1981)
 AB2633
 AB2633                         *CURRENT SURVEY CONTROL
 AB2633  ___________________________________________________________________
 AB2633* NAD 83(1996)-  44 02 52.07683(N)    070 16 59.84142(W)     ADJUSTED  
 AB2633* NAVD 88     -        82.36   (meters)     270.2    (feet)  GPS OBS   
 AB2633  ___________________________________________________________________
 AB2633  X           -   1,549,143.417 (meters)                     COMP
 AB2633  Y           -  -4,322,616.893 (meters)                     COMP
 AB2633  Z           -   4,411,949.444 (meters)                     COMP
 AB2633  LAPLACE CORR-           3.63  (seconds)                    DEFLEC99
 AB2633  ELLIP HEIGHT-          55.94  (meters)          (01/07/02) GPS OBS
 AB2633  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 AB2633
 AB2633  HORZ ORDER  -  B
 AB2633  ELLP ORDER  -  FIFTH     CLASS I
 AB2633
 AB2633.This mark is at Auburn Airport (LEW)
 AB2633
 AB2633.The horizontal coordinates were established by GPS observations
 AB2633.and adjusted by the National Geodetic Survey in July 1997..
 AB2633
 AB2633.The orthometric height was determined by GPS observations and a
 AB2633.high-resolution geoid model.
 AB2633
 AB2633.GPS derived orthometric heights for airport stations designated as
 AB2633.PACS or SACS are published to 2 decimal places.  This maintains
 AB2633.centimeter relative accuracy between the PACS and SACS.  It does
 AB2633.not indicate centimeter accuracy relative to other marks which are
 AB2633.part of the NAVD 88 network.
 AB2633
 AB2633.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2633
 AB2633.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2633
 AB2633.The ellipsoidal height was determined by GPS observations
 AB2633.and is referenced to NAD 83.
 AB2633
 AB2633.The geoid height was determined by GEOID03.
 AB2633
 AB2633;                    North         East     Units Scale Factor Converg.
 AB2633;SPC ME W     -   134,930.876   890,653.968   MT  0.99996774   -0 04 51.9
 AB2633;UTM  19      - 4,877,982.315   397,195.759   MT  0.99972998   -0 53 32.3
 AB2633
 AB2633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2633!SPC ME W     -   0.99999123  x   0.99996774  =   0.99995897
 AB2633!UTM  19      -   0.99999123  x   0.99972998  =   0.99972121
 AB2633
 AB2633|---------------------------------------------------------------------|
 AB2633| PID    Reference Object                     Distance      Geod. Az  |
 AB2633|                                                           dddmmss.s |
 AB2633| AE3240 LEW AWOS                            388.442 METERS 20303     |
 AB2633|---------------------------------------------------------------------|
 AB2633
 AB2633                          SUPERSEDED SURVEY CONTROL
 AB2633
 AB2633  ELLIP H (07/24/97)   55.92   (m)                       GP(       ) 1 1
 AB2633  NAD 83(1992)-  44 02 52.07688(N)    070 16 59.84047(W) AD(1995.00) B
 AB2633  ELLIP H (04/19/96)   55.92   (m)                       GP(1995.00) 3 1
 AB2633
 AB2633.Superseded values are not recommended for survey control.
 AB2633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2633.See file dsdata.txt to determine how the superseded data were derived.
 AB2633
 AB2633_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9719677982(NAD 83)
 AB2633_MARKER: DD = SURVEY DISK
 AB2633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2633_STAMPING: LEW D 1993
 AB2633_MARK LOGO: NOS   
 AB2633_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2633+STABILITY: SURFACE MOTION
 AB2633_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2633+SATELLITE: SATELLITE OBSERVATIONS - July 18, 1996
 AB2633
 AB2633  HISTORY     - Date     Condition        Report By
 AB2633  HISTORY     - 1993     MONUMENTED       NOS
 AB2633  HISTORY     - 19830723 GOOD             NOS
 AB2633  HISTORY     - 19951005 GOOD             CHANCE
 AB2633  HISTORY     - 19951025 GOOD             NGS
 AB2633  HISTORY     - 19960718 GOOD             NGS
 AB2633
 AB2633                          STATION DESCRIPTION
 AB2633
 AB2633'DESCRIBED BY NATIONAL OCEAN SERVICE 1983
 AB2633'THE STATION IS LOCATED AT THE AUBURN-LEWISTON MUNICIPAL AIRPORT INSIDE
 AB2633'THE MID-FIELD WINDSOCK SEGMENTED CIRCLE. THE STATION IS LOCATED 10.7
 AB2633'FT (3.3 M) SOUTH OF THE WINDSOCK POLE, AND 44.9 FT (13.7 M) SOUTHEAST
 AB2633'OF A RED-WHITE PAINTED BARREL FOR THE SEGMENTED CIRCLE, THE STATION IS
 AB2633'A STANDARD NOS DISK STAMPED LEW D 1993 SET IN THE TOP OF A 12 INCH
 AB2633'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE.
 AB2633
 AB2633                          STATION RECOVERY (1995)
 AB2633
 AB2633'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (DS)
 AB2633'THE STATION IS LOCATED ABOUT 6.0 KM (3.70 MI) SOUTHWEST OF THE CITY OF
 AB2633'AUBURN AT THE AUBURN-LEWISTON MUNICIPAL AIRPORT.  OWNERSHIP--CITIES OF
 AB2633'AUBURN AND LEWISTON, CONTACT THE MAINTENANCE SUPERVISOR, CARL HEBERT
 AB2633'207-783-3912 REGARDING ACCESS  TO REACH THE STATION FROM EXIT 12 ON
 AB2633'I-495, CONTINUE THROUGH THE TOLLS TO US HIGHWAY 202.  TURN RIGHT ON US
 AB2633'HIGHWAY 202 AND GO SOUTH 0.40 KM (0.25 MI) TO THE INTERSECTION WITH
 AB2633'KITTYHAWK ROAD.  TURN RIGHT ON KITTY HAWK ROAD AND GO WEST 1.1 KM
 AB2633'(0.70 MI) TO A FOUR-WAY STOP WITH HOTEL ROAD.  CONTINUE STRAIGHT AHEAD
 AB2633'ON KITTYHAWK ROAD FOR 1.8 KM (1.10 MI) TO THE T-INTERSECTION WITH
 AB2633'LEWISTON JUNCTION ROAD. TURN RIGHT AND GO NORTH 0.5 KM (0.30 MI) ALONG
 AB2633'LEWISTON JUNCTION ROAD TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN
 AB2633'RIGHT AND GO EAST 0.2 KM (0.10 MI) TO THE TERMINAL BUILDING.  THE
 AB2633'STATION IS ANOTHER 0.3 KM (0.20 MI) EAST OF THE TERMINAL BETWEEN
 AB2633'RUNWAYS 4-22 AND 35-17 NEAR A WINDSOCK  THE STATION IS A STANDARD NOS
 AB2633'SURVEY DISK STAMPED LEW D 1993, SET INTO THE TOP OF A CONCRETE
 AB2633'MONUMENT THAT IS FLUSH WITH GROUND LEVEL. THE STATION IS LOCATED
 AB2633'WITHIN THE SEGMENTED CIRCLE 3.26 M (10.70 FT) SOUTH OF THE WINDSOCK
 AB2633'POLE AND 13.69 M (44.91 FT) SOUTHEAST OF A RED AND WHITE PAINTED
 AB2633'BARREL FOR THE SEGMENTED CIRCLE  THE STATION IS DESIGNATED AS A
 AB2633'PRIMARY AIRPORT CONTROL STATION (PACS) - MAINE ANA SURVEYS 1995.
 AB2633
 AB2633                          STATION RECOVERY (1995)
 AB2633
 AB2633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995
 AB2633'THE STATION IS LOCATED INSIDE THE MID-FIELD WINDSOCK SEGMENTED CIRCLE
 AB2633'AT THE AUBURN-LEWISTON MUNICIPAL AIRPORT, IN AUBURN, MAINE. PERMISSION
 AB2633'MUST BE OBTAINED BEFORE ACCESSING THE STATION.  CONTACT AIRPORT MANGER
 AB2633'PAUL CARLOWITZ, 207-789-0631, OR VALARIE MATHEWS, 207-784-6318.  TO
 AB2633'REACH THE STATION FROM AUBURN, PROCEED TO THE AIRPORT AND CONTACT THE
 AB2633'MANAGER WHO CAN GIVE INSTRUCTIONS FOR ACCESSING THE STATION.  THE
 AB2633'STATION IS A STANDARD NOS DISK STAMPED---LEW D 1993--- AND SET IN THE
 AB2633'TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE
 AB2633'GROUND.  THE STATION IS 44.9 FT (13.7 M) SOUTHEAST OF A RED-WHITE
 AB2633'PAINTED BARREL OF THE SEGMENTED CIRCLE, AND 10.7 FT (3.3 M) SOUTH OF
 AB2633'THE WINDSOCK POLE.
 AB2633
 AB2633                          STATION RECOVERY (1996)
 AB2633
 AB2633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (WCW)
 AB2633'1995 DESCRIPTION ADEQUATE, COPY WITH ADDITIONS FOLLOWS.  THE STATION
 AB2633'IS LOCATED ABOUT 6.0 KM (3.70 MI) SOUTHWEST OF THE CITY OF AUBURN AT
 AB2633'THE AUBURN-LEWISTON MUNICIPAL AIRPORT.  OWNERSHIP--CITIES OF AUBURN
 AB2633'AND LEWISTON, 390 LEWISTON JUNCTION ROAD, AUBURN ME 04210.  AIRPORT
 AB2633'MANAGER IS PAUL KARLOWITZ, PHONE 207-786-0631.  CONTACT MAINTENANCE
 AB2633'SUPERVISOR CARL HEBERT, PHONE 207-783-3912 FOR ASSISTANCE WITH
 AB2633'MONUMENT RECOVERY. TO REACH THE STATION FROM THE JUNCTION OF US
 AB2633'HIGHWAY 202 AND EXIT 12 ON I-495, GO SOUTH ON US HIGHWAY 202 (RIGHT
 AB2633'TURN AFTER EXIT 12) FOR 0.40 KM (0.25 MI) TO KITTYHAWK ROAD.  TURN
 AB2633'RIGHT AND GO WEST 1.1 KM (0.70 MI) ALONG KITTYHAWK ROAD TO HOTEL ROAD.
 AB2633'CONTINUE STRAIGHT AHEAD AND GO WEST THEN NORTHWEST FOR 1.8 KM (1.10
 AB2633'MI) TO THE TERMINUS OF KITTYHAWK ROAD AT LEWISTON JUNCTION ROAD.  TURN
 AB2633'RIGHT AND GO NORTHEAST FOR 0.5 KM (0.30 MI) ALONG LEWISTON JUNCTION
 AB2633'ROAD TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT AND GO
 AB2633'SOUTHEAST 0.2 KM (0.10 MI) ON THE AIRPORT ENTRANCE ROAD TO A GATE
 AB2633'AHEAD AND THE AIRPORT OFFICE ON LEFT.  CONTINUE AHEAD TO PASS THROUGH
 AB2633'THE GATE (ALTERNATE FBO GATE IS 37 M (121.4 FT) TO RIGHT/SOUTHWEST)
 AB2633'AND GO SOUTHEAST FOR 0.32 KM (0.20 MI) CROSSING AN APRON TO TAXIWAY A
 AB2633'AND CROSSING RUNWAY 4-22 TO TAXIWAY B AND THE STATION ON LEFT. THE
 AB2633'STATION IS LOCATED WITHIN A SEGMENTED CIRCLE, 55.6 M (182.4 FT) EAST
 AB2633'OF TAXI B CENTER, 13.69 M (44.91 FT) SOUTHEAST OF A RED AND WHITE
 AB2633'PAINTED BARREL FOR THE SEGMENTED CIRCLE, AND 3.3 M (10.8 FT) SOUTH OF
 AB2633'THE WINDSOCK POLE.  THE STATION IS FLUSH WITH THE GROUND. DESC
 AB2633'WCW-1996. NOTE--THIS IS A PRIMARY AIRPORT CONTROL STATION (PACS)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1063 ***********************************************************************
 PF1063  DESIGNATION -  LEWISTON JR HIGH SCH CUPOLA
 PF1063  PID         -  PF1063
 PF1063  STATE/COUNTY-  ME/ANDROSCOGGIN
 PF1063  USGS QUAD   -  LEWISTON (1979)
 PF1063
 PF1063                         *CURRENT SURVEY CONTROL
 PF1063  ___________________________________________________________________
 PF1063* NAD 83(1996)-  44 06 09.60046(N)    070 12 09.92966(W)     ADJUSTED  
 PF1063* NAVD 88     -                                                        
 PF1063  ___________________________________________________________________
 PF1063  LAPLACE CORR-           4.33  (seconds)                    DEFLEC99
 PF1063  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 PF1063
 PF1063  HORZ ORDER  -  THIRD
 PF1063
 PF1063.The horizontal coordinates were established by classical geodetic methods
 PF1063.and adjusted by the National Geodetic Survey in March 1998..
 PF1063
 PF1063
 PF1063.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1063
 PF1063.The geoid height was determined by GEOID03.
 PF1063
 PF1063;                    North         East     Units Scale Factor Converg.
 PF1063;SPC ME W     -   141,021.244   897,110.325   MT  0.99996677   -0 01 30.4
 PF1063;UTM  19      - 4,883,979.148   403,736.132   MT  0.99971397   -0 50 13.6
 PF1063
 PF1063                          SUPERSEDED SURVEY CONTROL
 PF1063
 PF1063  NAD 83(1992)-  44 06 09.59942(N)    070 12 09.92924(W) AD(       ) 4
 PF1063  NAD 83(1986)-  44 06 09.60539(N)    070 12 09.93341(W) AD(       ) 4
 PF1063  NAD 27      -  44 06 09.34039(N)    070 12 11.74406(W) AD(       ) 3
 PF1063
 PF1063.Superseded values are not recommended for survey control.
 PF1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1063.See file dsdata.txt to determine how the superseded data were derived.
 PF1063
 PF1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0373683979(NAD 83)
 PF1063_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PF1063+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2004
 PF1063
 PF1063  HISTORY     - Date     Condition        Report By
 PF1063  HISTORY     - 1977     MONUMENTED       NGS
 PF1063  HISTORY     - 20041116 GOOD             USPSQD
 PF1063  HISTORY     - 20060529 GOOD             GEOCAC
 PF1063
 PF1063                          STATION DESCRIPTION
 PF1063
 PF1063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (ALB)
 PF1063'THE STATION, LEWISTON JUNIOR HIGH SCHOOL CUPOLA, IS LOCATED
 PF1063'IN THE CITY OF LEWISTON AT THE INTERSECTION OF CAMPUS AND
 PF1063'CENTRAL AVENUES.  THE BUILDING USED TO BE LEWISTON HIGH SCHOOL.
 PF1063'THE NAME LEWISTON HIGH SCHOOL IS CARVED ON THE FRONT OF THE
 PF1063'BUILDING.  IT IS A LARGE RED BRICK BUILDING TOPPED BY A WHITE
 PF1063'WOODEN CUPOLA WITH A WEATHER VANE.  THE POINT INTERSECTED WAS
 PF1063'THE WEATHER VANE.
 PF1063'
 PF1063'DESCRIBED BY GREGORY S. NELSON.
 PF1063
 PF1063                          STATION RECOVERY (2004)
 PF1063
 PF1063'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMW)
 PF1063'RECOVERED IN GOOD CONDITION.
 PF1063
 PF1063                          STATION RECOVERY (2006)
 PF1063
 PF1063'RECOVERY NOTE BY GEOCACHING 2006 (JKS)
 PF1063'RECOVERED AS DESCRIBED. THIS IS NOW THE LEWISTON MIDDLE SCHOOL.
 PF1063' 
 PF1063'SUBMITTED BY JOHN K. SNYDER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1062 ***********************************************************************
 PF1062  DESIGNATION -  LEWISTON RADIO STA WCOU TOWER
 PF1062  PID         -  PF1062
 PF1062  STATE/COUNTY-  ME/ANDROSCOGGIN
 PF1062  USGS QUAD   -  LEWISTON (1979)
 PF1062
 PF1062                         *CURRENT SURVEY CONTROL
 PF1062  ___________________________________________________________________
 PF1062* NAD 83(1996)-  44 05 36.96257(N)    070 11 21.78022(W)     ADJUSTED  
 PF1062* NAVD 88     -                                                        
 PF1062  ___________________________________________________________________
 PF1062  LAPLACE CORR-           4.24  (seconds)                    DEFLEC99
 PF1062  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 PF1062
 PF1062  HORZ ORDER  -  THIRD
 PF1062
 PF1062.The horizontal coordinates were established by classical geodetic methods
 PF1062.and adjusted by the National Geodetic Survey in March 1998..
 PF1062
 PF1062
 PF1062.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1062
 PF1062.The geoid height was determined by GEOID03.
 PF1062
 PF1062;                    North         East     Units Scale Factor Converg.
 PF1062;SPC ME W     -   140,013.526   898,180.905   MT  0.99996671   -0 00 56.9
 PF1062;UTM  19      - 4,882,956.620   404,792.056   MT  0.99971148   -0 49 39.6
 PF1062
 PF1062                          SUPERSEDED SURVEY CONTROL
 PF1062
 PF1062  NAD 83(1992)-  44 05 36.96156(N)    070 11 21.77985(W) AD(       ) 4
 PF1062  NAD 83(1986)-  44 05 36.96747(N)    070 11 21.78403(W) AD(       ) 4
 PF1062  NAD 27      -  44 05 36.70234(N)    070 11 23.59643(W) AD(       ) 3
 PF1062
 PF1062.Superseded values are not recommended for survey control.
 PF1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1062.See file dsdata.txt to determine how the superseded data were derived.
 PF1062
 PF1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0479282957(NAD 83)
 PF1062
 PF1062  HISTORY     - Date     Condition        Report By
 PF1062  HISTORY     - 1977     MONUMENTED       NGS
 PF1062
 PF1062                          STATION DESCRIPTION
 PF1062
 PF1062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (ALB)
 PF1062'THE STATION IS LOCATED IN THE CITY OF LEWISTON NEAR THE
 PF1062'INTERSECTION OF WEBSTER STREET AND WEBBER AVENUE.  IT IS A FOUR
 PF1062'LEGGED TOWER PAINTED RED AND WHITE.  THE TOWER IS 200 FEET IN
 PF1062'HEIGHT AND IS TOPPED BY A 54 FOOT FM ANTENNA .  THE TOP OF
 PF1062'THE FM ANTENNA WAS THE POINT INTERSECTED.
 PF1062'
 PF1062'DESCRIBED BY GREGORY S. NELSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1068 ***********************************************************************
 PF1068  DESIGNATION -  LEWISTON ST PATRICKS CATH CH
 PF1068  PID         -  PF1068
 PF1068  STATE/COUNTY-  ME/ANDROSCOGGIN
 PF1068  USGS QUAD   -  LEWISTON (1979)
 PF1068
 PF1068                         *CURRENT SURVEY CONTROL
 PF1068  ___________________________________________________________________
 PF1068* NAD 83(1996)-  44 05 41.05094(N)    070 12 45.55712(W)     ADJUSTED  
 PF1068* NAVD 88     -                                                        
 PF1068  ___________________________________________________________________
 PF1068  LAPLACE CORR-           4.24  (seconds)                    DEFLEC99
 PF1068  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 PF1068
 PF1068  HORZ ORDER  -  THIRD
 PF1068
 PF1068.The horizontal coordinates were established by classical geodetic methods
 PF1068.and adjusted by the National Geodetic Survey in March 1998..
 PF1068
 PF1068
 PF1068.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1068
 PF1068.The geoid height was determined by GEOID03.
 PF1068
 PF1068;                    North         East     Units Scale Factor Converg.
 PF1068;SPC ME W     -   140,140.486   896,317.467   MT  0.99996683   -0 01 55.2
 PF1068;UTM  19      - 4,883,109.933   402,931.076   MT  0.99971588   -0 50 38.0
 PF1068
 PF1068                          SUPERSEDED SURVEY CONTROL
 PF1068
 PF1068  NAD 83(1992)-  44 05 41.04990(N)    070 12 45.55668(W) AD(       ) 4
 PF1068  NAD 83(1986)-  44 05 41.05590(N)    070 12 45.56088(W) AD(       ) 4
 PF1068  NAD 27      -  44 05 40.79080(N)    070 12 47.37053(W) AD(       ) 3
 PF1068
 PF1068.Superseded values are not recommended for survey control.
 PF1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1068.See file dsdata.txt to determine how the superseded data were derived.
 PF1068
 PF1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0293183110(NAD 83)
 PF1068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PF1068+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2004
 PF1068
 PF1068  HISTORY     - Date     Condition        Report By
 PF1068  HISTORY     - 1977     MONUMENTED       NGS
 PF1068  HISTORY     - 20010421 GOOD             USPSQD
 PF1068  HISTORY     - 20030907 GOOD             USPSQD
 PF1068  HISTORY     - 20041116 GOOD             USPSQD
 PF1068  HISTORY     - 20060529 GOOD             GEOCAC
 PF1068
 PF1068                          STATION DESCRIPTION
 PF1068
 PF1068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (ALB)
 PF1068'THE STATION, LEWISTON ST PATRICKS CATHOLIC CHURCH, IS LOCATED
 PF1068'IN THE CITY OF LEWISTON ON BATES STREET BETWEEN SPRUCE AND
 PF1068'WALNUT STREETS.  IT IS A LARGE RED BRICK STRUCTURE TOPPED BY
 PF1068'TWO SPIRES WITH GOLD CROSSES AT THE TOP.  THE POINT INTERSECTED
 PF1068'WAS THE HIGHEST GOLD CROSS.
 PF1068'
 PF1068'DESCRIBED BY GREGORY S. NELSON.
 PF1068
 PF1068                          STATION RECOVERY (2001)
 PF1068
 PF1068'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 PF1068'RECOVERED IN GOOD CONDITION.
 PF1068
 PF1068                          STATION RECOVERY (2003)
 PF1068
 PF1068'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 PF1068'RECOVERED IN GOOD CONDITION.
 PF1068
 PF1068                          STATION RECOVERY (2004)
 PF1068
 PF1068'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMW)
 PF1068'RECOVERED IN GOOD CONDITION.
 PF1068
 PF1068                          STATION RECOVERY (2006)
 PF1068
 PF1068'RECOVERY NOTE BY GEOCACHING 2006 (JKS)
 PF1068'RECOVERED AS DESCRIBED. VERIFIED BY POSITION AT PF1070.
 PF1068' 
 PF1068'SUBMITTED BY JOHN K. SNYDER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1834 ***********************************************************************
 QF1834  DESIGNATION -  LEY IBC
 QF1834  PID         -  QF1834
 QF1834  STATE/COUNTY-  ME/AROOSTOOK
 QF1834  USGS QUAD   -  NORTH AMITY (1989)
 QF1834
 QF1834                         *CURRENT SURVEY CONTROL
 QF1834  ___________________________________________________________________
 QF1834* NAD 83(1996)-  45 52 59.23583(N)    067 48 03.64433(W)     ADJUSTED  
 QF1834* NAVD 88     -       134.     (meters)     440.     (feet)  SCALED    
 QF1834  ___________________________________________________________________
 QF1834  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 QF1834  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 QF1834
 QF1834  HORZ ORDER  -  THIRD
 QF1834
 QF1834.The horizontal coordinates were established by classical geodetic methods
 QF1834.and adjusted by the National Geodetic Survey in March 1998..
 QF1834
 QF1834.The orthometric height was scaled from a topographic map.
 QF1834
 QF1834.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1834
 QF1834.The geoid height was determined by GEOID03.
 QF1834
 QF1834;                    North         East     Units Scale Factor Converg.
 QF1834;SPC ME E     -   246,521.737   354,254.320   MT  0.99993618   +0 30 06.6
 QF1834;UTM  19      - 5,081,760.480   593,035.477   MT  0.99970641   +0 51 39.0
 QF1834
 QF1834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1834!SPC ME E     -   0.99998272  x   0.99993618  =   0.99991890
 QF1834!UTM  19      -   0.99998272  x   0.99970641  =   0.99968914
 QF1834
 QF1834                          SUPERSEDED SURVEY CONTROL
 QF1834
 QF1834  NAD 83(1992)-  45 52 59.23279(N)    067 48 03.64146(W) AD(       ) 4
 QF1834  NAD 83(1986)-  45 52 58.98839(N)    067 48 02.70589(W) AD(       ) 4
 QF1834  NAD 27      -  45 52 59.11569(N)    067 48 05.74407(W) AD(       ) 3
 QF1834
 QF1834.Superseded values are not recommended for survey control.
 QF1834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1834.See file dsdata.txt to determine how the superseded data were derived.
 QF1834
 QF1834_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9303581760(NAD 83)
 QF1834_MARKER: DD = SURVEY DISK
 QF1834_SETTING: 0 = UNSPECIFIED SETTING
 QF1834_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QF1834
 QF1834  HISTORY     - Date     Condition        Report By
 QF1834  HISTORY     - 1912     MONUMENTED       IBC
 QF1834  HISTORY     - 1955     GOOD             IBC
 QF1834  HISTORY     - 1972     SEE DESCRIPTION  IBC
 QF1834
 QF1834                          STATION DESCRIPTION
 QF1834
 QF1834'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (JEM)
 QF1834'ON MONUMENT BROOK, ABOUT 1-1/4 MILES ABOVE THE MOUTH OF GREENLEAF
 QF1834'BROOK, AND ABOUT 3.5 METERS S FROM THE WATER LINE OF THE STREAM.
 QF1834'
 QF1834'THE SUBSURFACE MARK IS A HALF - PINT BOTTLE FILLED WITH SAND PLACED
 QF1834'3 FEET BELOW THE SURFACE OF THE GROUND.  THE SURFACE MARK IS A BRONZE
 QF1834'DISK SET IN THE TOP OF A GRANITE POST 8 INCHES SQUARE AND 2-1/2 FEET
 QF1834'LONG SET AND CENTERED OVER THE SUBSURFACE MARK AND NEARLY FLUSH
 QF1834'WITH THE GROUND.  THE LETTERS---U.S.R.M.---ARE CARVED, ONE LETTER ON
 QF1834'EACH OF THE FOUR FACES OF THE POST.
 QF1834'
 QF1834'GRANITE POST 2 INCHES ABOVE GROUND IN A GROUP OF LARGE SPRUCE TREES,
 QF1834'4 FEET ABOVE HIGH WATER, IN 1946.
 QF1834
 QF1834                          STATION RECOVERY (1955)
 QF1834
 QF1834'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1834'STATION RECOVERED IN GOOD CONDITION.
 QF1834
 QF1834                          STATION RECOVERY (1972)
 QF1834
 QF1834'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1834'THE STATION WAS RECOVERED AS DESCRIBED N W SMITH IN 1955.  THE
 QF1834'GRANITE POST IS 6 INCHES SQUARE, NOT 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0696 ***********************************************************************
 RF0696  DESIGNATION -  LIBBY
 RF0696  PID         -  RF0696
 RF0696  STATE/COUNTY-  ME/AROOSTOOK
 RF0696  USGS QUAD   -  SQUA PAN (1986)
 RF0696
 RF0696                         *CURRENT SURVEY CONTROL
 RF0696  ___________________________________________________________________
 RF0696* NAD 83(1996)-  46 32 47.07261(N)    068 24 23.64015(W)     ADJUSTED  
 RF0696* NAVD 88     -       246.     (meters)     807.     (feet)  SCALED    
 RF0696  ___________________________________________________________________
 RF0696  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 RF0696  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 RF0696
 RF0696  HORZ ORDER  -  FIRST
 RF0696
 RF0696.The horizontal coordinates were established by classical geodetic methods
 RF0696.and adjusted by the National Geodetic Survey in March 1998..
 RF0696
 RF0696.The orthometric height was scaled from a topographic map.
 RF0696
 RF0696.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0696
 RF0696.The geoid height was determined by GEOID03.
 RF0696
 RF0696;                    North         East     Units Scale Factor Converg.
 RF0696;SPC ME E     -   320,009.127   307,165.360   MT  0.99990063   +0 04 04.2
 RF0696;UTM  19      - 5,154,931.241   545,496.456   MT  0.99962544   +0 25 50.9
 RF0696
 RF0696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0696!SPC ME E     -   0.99996521  x   0.99990063  =   0.99986584
 RF0696!UTM  19      -   0.99996521  x   0.99962544  =   0.99959066
 RF0696
 RF0696|---------------------------------------------------------------------|
 RF0696| PID    Reference Object                     Distance      Geod. Az  |
 RF0696|                                                           dddmmss.s |
 RF0696| DA5460 LIBBY RM 2                           27.063 METERS 03207     |
 RF0696| DA5459 LIBBY AZ MK                                        1012748.1 |
 RF0696| RF0695 LIBBY USGS 1941                     108.738 METERS 26712     |
 RF0696|---------------------------------------------------------------------|
 RF0696
 RF0696                          SUPERSEDED SURVEY CONTROL
 RF0696
 RF0696  NAD 83(1992)-  46 32 47.06778(N)    068 24 23.63533(W) AD(       ) 1
 RF0696  NAD 83(1986)-  46 32 47.06767(N)    068 24 23.64205(W) AD(       ) 1
 RF0696  NAD 27      -  46 32 46.92000(N)    068 24 25.48900(W) AD(       ) 1
 RF0696
 RF0696.Superseded values are not recommended for survey control.
 RF0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0696.See file dsdata.txt to determine how the superseded data were derived.
 RF0696
 RF0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM4549654931(NAD 83)
 RF0696_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RF0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0696
 RF0696  HISTORY     - Date     Condition        Report By
 RF0696  HISTORY     - 1941     MONUMENTED       CGS
 RF0696  HISTORY     - 1971     GOOD             CGS
 RF0696
 RF0696                          STATION DESCRIPTION
 RF0696
 RF0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 RF0696'THE STATION IS LOCATED ABOUT 6 MILES SOUTH OF ASHLAND, AND 1.8
 RF0696'MILES WEST OF STATE HIGHWAY NO 11, ON THE NORTHWEST CORNER OF THE
 RF0696'TOWNSHIP OF MASARDIS, ABOUT 3 MILES NORTHWEST OF THE TOWN OF
 RF0696'MASARDIS, ON PROPERTY OWNED AND OCCUPIED BY I.O. LIBBY, WHO
 RF0696'LIVES IN A LARGE HOUSE ABOUT 100 FEET NORTHEAST OF THE STATION.
 RF0696'IT IS 20 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE GARAGE, AND
 RF0696'100 FEET WEST OF A NORTH AND SOUTH DIRT ROAD.  THE DISK IS
 RF0696'STAMPED LIBBY 1941, AND PROJECTS 2 INCHES.
 RF0696'
 RF0696'THE AZIMUTH MARK IS ABOUT 1.5 MILES SOUTHEAST OF THE STATION,
 RF0696'ON PROPERTY OWNED AND OCCUPIED BY CLAIR POLLARD.  IT IS 40 FEET
 RF0696'WEST OF THE CENTER OF STATE HIGHWAY NO 11, SET IN A BOULDER
 RF0696'ABOUT 3.5 BY 5 FEET IN DIAMETER, AND PROJECTS ABOUT 3 FEET.  THE
 RF0696'DISK IS STAMPED LIBBY 1941.  TO REACH FROM THE CAUTION LIGHT IN
 RF0696'ASHLAND, BY GOING SOUTH ON STATE HIGHWAY NO 11 FOR 6.5 MILES
 RF0696'TO THE MARK ON THE LEFT AS DESCRIBED.
 RF0696'
 RF0696'REFERENCE MARK NO 1 (LIBBY USGS) IS WEST OF THE STATION SET IN
 RF0696'BEDROCK ABOUT 1.5 BY 3 FEET IN DIAMETER AND PROJECTS ABOUT 8
 RF0696'INCHES.  IT IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK WITH
 RF0696'NO STAMPINGS.
 RF0696'
 RF0696'REFERENCE MARK NO 2 IS NORTH NORTHEAST OF THE STATION, SET IN
 RF0696'BEDROCK 20 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 RF0696'RESIDENCE OF MR. LIBBY.  THE DISK IS STAMPED LIBBY NO 2, 1941 AND
 RF0696'IS FLUSH WITH THE GROUND.
 RF0696'
 RF0696'TO REACH THE STATION FROM THE CAUTION LIGHT IN ASHLAND BY GOING
 RF0696'WEST ON THE FORT KENT ROAD FOR 0.7 MILES TO A T INTERSECTION,
 RF0696'BEAR LEFT AND GO 1.9 MILES TO A Y INTERSECTION, BEAR LEFT AND
 RF0696'CONTINUE FOR 6.3 MILES TO THE HOME OF MR LIBBY ON THE RIGHT AND
 RF0696'STATION AS DESCRIBED.
 RF0696'
 RF0696'NOTE.  A 4 FOOT STAND REQUIRED TO CLEAR ALL LINES.
 RF0696'
 RF0696'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 RF0696
 RF0696                          STATION RECOVERY (1971)
 RF0696
 RF0696'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1971
 RF0696'STATION AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION AS
 RF0696'DESCRIBED.  A BRIEF SEARCH WAS MADE FOR THE REFERENCE MARKS BUT
 RF0696'WERE NOT FOUND.
 RF0696'
 RF0696'ROUTE DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1921 ***********************************************************************
 OC1921  DESIGNATION -  LIBBY
 OC1921  PID         -  OC1921
 OC1921  STATE/COUNTY-  ME/CUMBERLAND
 OC1921  USGS QUAD   -  OLD ORCHARD BEACH (1975)
 OC1921
 OC1921                         *CURRENT SURVEY CONTROL
 OC1921  ___________________________________________________________________
 OC1921* NAD 83(1996)-  43 37 02.63394(N)    070 24 50.12997(W)     ADJUSTED  
 OC1921* NAVD 88     -        60.3    (meters)     198.     (feet)  VERTCON   
 OC1921  ___________________________________________________________________
 OC1921  LAPLACE CORR-           3.90  (seconds)                    DEFLEC99
 OC1921  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 OC1921
 OC1921  HORZ ORDER  -  FIRST
 OC1921
 OC1921.The horizontal coordinates were established by classical geodetic methods
 OC1921.and adjusted by the National Geodetic Survey in March 1998..
 OC1921
 OC1921.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC1921.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC1921
 OC1921.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1921
 OC1921.The geoid height was determined by GEOID03.
 OC1921
 OC1921;                    North         East     Units Scale Factor Converg.
 OC1921;SPC ME W     -    87,134.173   880,042.018   MT  0.99997156   -0 10 14.0
 OC1921;UTM  19      - 4,830,350.728   385,913.323   MT  0.99976010   -0 58 31.7
 OC1921
 OC1921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1921!SPC ME W     -   0.99999468  x   0.99997156  =   0.99996624
 OC1921!UTM  19      -   0.99999468  x   0.99976010  =   0.99975478
 OC1921
 OC1921:                Primary Azimuth Mark                     Grid Az
 OC1921:SPC ME W     -  WESTBROOK STACK                          033 21 15.8
 OC1921:UTM  19      -  WESTBROOK STACK                          034 09 33.5
 OC1921
 OC1921|---------------------------------------------------------------------|
 OC1921| PID    Reference Object                     Distance      Geod. Az  |
 OC1921|                                                           dddmmss.s |
 OC1921| OC1796 WESTBROOK STACK                     APPROX. 9.0 KM 0331101.8 |
 OC1921| CE8276 LIBBY AZ MK                                        0714250.6 |
 OC1921| OC1900 S PORTLAND RAD STA WCSH SW TWR      APPROX. 7.5 KM 1001441.5 |
 OC1921| OC1887 PLEASANT HILL SCHOOL                APPROX.11.1 KM 1130148.0 |
 OC1921| OC1899 SCARBORO GREEN STANDPIPE            APPROX. 6.9 KM 1151931.8 |
 OC1921| CE8277 LIBBY RM 1                           49.380 METERS 20843     |
 OC1921| CE8278 LIBBY RM 2                           29.058 METERS 28510     |
 OC1921|---------------------------------------------------------------------|
 OC1921
 OC1921                          SUPERSEDED SURVEY CONTROL
 OC1921
 OC1921  NAD 83(1992)-  43 37 02.63260(N)    070 24 50.13104(W) AD(       ) 1
 OC1921  NAD 83(1986)-  43 37 02.63875(N)    070 24 50.13669(W) AD(       ) 1
 OC1921  NAD 27      -  43 37 02.34200(N)    070 24 51.95700(W) AD(       ) 1
 OC1921  NGVD 29 (07/19/86)   60.5    (m)          198.     (f) VERT ANG       
 OC1921
 OC1921.Superseded values are not recommended for survey control.
 OC1921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1921.See file dsdata.txt to determine how the superseded data were derived.
 OC1921
 OC1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ8591330351(NAD 83)
 OC1921_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OC1921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC1921
 OC1921  HISTORY     - Date     Condition        Report By
 OC1921  HISTORY     - 1941     MONUMENTED       CGS
 OC1921  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OC1921  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OC1921
 OC1921                          STATION DESCRIPTION
 OC1921
 OC1921'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1921'STATION IS LOCATED ON THE NORTHERN END OF THE SUMMIT OF BEECH RIDGE,
 OC1921'ABOUT 4.8 MILES SSW OF WESTBROOK, 7.5 MILES SW OF PORTLAND, 3.7
 OC1921'MILES NW OF WEST SCARBORO, ON THE PROPERTY OF MR. H.B. LIBBY
 OC1921'WHO LIVES ABOUT 0.1 MILE N.  IT IS ON THE E SIDE OF THE RIDGE
 OC1921'ABOUT 50 FEET E OF A SMALL SLOUGH WHICH IS PARALLEL TO THE
 OC1921'RIDGE.  DISK IS STAMPED LIBBY 1941.
 OC1921'
 OC1921'SURFACE MARK IS A STANDARD BRONZE DISK SET IN CONCRETE AS
 OC1921'DESCRIBED IN NOTE 1A.  UNDERGROUND MARK IS A STANDARD DISK SET IN A
 OC1921'DRILL HOLE IN BEDROCK.  REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OC1921'BRONZE DISKS WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.
 OC1921'
 OC1921'REFERENCE MARK NO. 1 IS ON A SMALL OUTCROP ON THE SAME RIDGE AS
 OC1921'THE STATION BUT ABOUT 3 FEET LOWER.
 OC1921'
 OC1921'REFERENCE MARK NO. 2 IS IN A SMALL OUTCROP ABOUT 1 FOOT LOWER
 OC1921'THAN STATION, ON THE W EDGE OF THE RIDGE.
 OC1921'
 OC1921'AZIMUTH MARK IS IN AN OUTCROP IN A HAY FIELD, 150 FEET W OF A
 OC1921'PAVED ROAD, AND 40 FEET N OF A LANE LEADING TO THE LIBBY HOME.
 OC1921'
 OC1921'STATION IS REACHED FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND
 OC1921'STATE HIGHWAY 207, WHICH IS ABOUT 4.5 MILES S OF THE PORTLAND-SOUTH
 OC1921'PORTLAND BRIDGE, BY GOING W ON STATE HIGHWAY 207 FOR 5.2 MILES
 OC1921'TO AMOCO STATION ON S, THENCE S 1.5 MILES TO H.B. LIBBY MAIL
 OC1921'BOX AND LANE W TO HIS HOME AND STATION.
 OC1921
 OC1921                          STATION RECOVERY (1943)
 OC1921
 OC1921'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 OC1921'STATION RECOVERED AND THE DESCRIPTION FOUND ADEQUATE.
 OC1921
 OC1921                          STATION RECOVERY (1943)
 OC1921
 OC1921'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 OC1921'STATION (NOTES 1A AND 7A), REFERENCE, AND AZIMUTH MARKS (NOTES 12A)
 OC1921'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  ORIGINAL
 OC1921'DESCRIPTION SUBMITTED BY P.L. BERNSTEIN IN 1941 ADEQUATE.
 OC1921'
 OC1921'OBSERVATIONS MADE FROM A 90-FOOT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2247 ***********************************************************************
 PE2247  DESIGNATION -  LIBBY
 PE2247  PID         -  PE2247
 PE2247  STATE/COUNTY-  ME/SOMERSET
 PE2247  USGS QUAD   -  NEWPORT (1982)
 PE2247
 PE2247                         *CURRENT SURVEY CONTROL
 PE2247  ___________________________________________________________________
 PE2247* NAD 83(1996)-  44 51 26.55983(N)    069 17 44.15693(W)     ADJUSTED  
 PE2247* NAVD 88     -       154.3    (meters)     506.     (feet)  VERTCON   
 PE2247  ___________________________________________________________________
 PE2247  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 PE2247  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 PE2247
 PE2247  HORZ ORDER  -  SECOND
 PE2247
 PE2247.The horizontal coordinates were established by classical geodetic methods
 PE2247.and adjusted by the National Geodetic Survey in March 1998..
 PE2247
 PE2247.The NAVD 88 height was computed by applying the VERTCON shift value to
 PE2247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PE2247
 PE2247.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2247
 PE2247.The geoid height was determined by GEOID03.
 PE2247
 PE2247;                    North         East     Units Scale Factor Converg.
 PE2247;SPC ME W     -   225,251.675   968,848.814   MT  1.00002493   +0 36 51.9
 PE2247;SPC ME E     -   132,603.380   237,120.370   MT  0.99994860   -0 33 40.3
 PE2247;UTM  19      - 4,967,149.568   476,644.539   MT  0.99960671   -0 12 30.6
 PE2247
 PE2247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2247!SPC ME W     -   0.99997976  x   1.00002493  =   1.00000469
 PE2247!SPC ME E     -   0.99997976  x   0.99994860  =   0.99992837
 PE2247!UTM  19      -   0.99997976  x   0.99960671  =   0.99958648
 PE2247
 PE2247|---------------------------------------------------------------------|
 PE2247| PID    Reference Object                     Distance      Geod. Az  |
 PE2247|                                                           dddmmss.s |
 PE2247| CE8070 LIBBY RM 1                           24.800 METERS 02020     |
 PE2247| CE8071 LIBBY RM 2                           24.283 METERS 12824     |
 PE2247| PE2245 NEWPORT DANIEL E CUMMINGS TANK      APPROX. 3.2 KM 1463417.7 |
 PE2247|---------------------------------------------------------------------|
 PE2247
 PE2247                          SUPERSEDED SURVEY CONTROL
 PE2247
 PE2247  NAD 83(1992)-  44 51 26.55655(N)    069 17 44.15145(W) AD(       ) 2
 PE2247  NAD 83(1986)-  44 51 26.55939(N)    069 17 44.16077(W) AD(       ) 2
 PE2247  NAD 27      -  44 51 26.33230(N)    069 17 45.97560(W) AD(       ) 2
 PE2247  NGVD 29 (07/19/86)  154.5    (m)          507.     (f) VERT ANG       
 PE2247
 PE2247.Superseded values are not recommended for survey control.
 PE2247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2247.See file dsdata.txt to determine how the superseded data were derived.
 PE2247
 PE2247_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK7664567150(NAD 83)
 PE2247_MARKER: Z = SEE DESCRIPTION
 PE2247_SETTING: 0 = UNSPECIFIED SETTING
 PE2247
 PE2247  HISTORY     - Date     Condition        Report By
 PE2247  HISTORY     - 1958     MONUMENTED       CGS
 PE2247  HISTORY     - 1962     SEE DESCRIPTION  CGS
 PE2247
 PE2247                          STATION DESCRIPTION
 PE2247
 PE2247'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 PE2247'STATION IS LOCATED ABOUT 2 MILES NORTHWEST OF NEWPORT ON THE
 PE2247'HIGHEST POINT OF WHAT IS KNOWN LOCALLY AS LIBBY HILL AND ON
 PE2247'THE PROPERTY OF LEWIS BROTHERS.  STATION IS JUST EAST OF THE
 PE2247'EAST EDGE OF CLEARED FIELD, 15 FEET EAST OF SMALL MAPLE TREE AND
 PE2247'13 FEET SOUTHEAST OF WITNESS POST.  THE DISK IS CEMENTED FLUSH IN
 PE2247'A DRILL HOLE IN BEDROCK ABOUT 8 INCHES BELOW THE GROUND SURFACE
 PE2247'AND IS STAMPED LIBBY 1958.
 PE2247'
 PE2247'REFERENCE MARK NO. 1 IS 80 FEET EAST OF THE EAST EDGE OF
 PE2247'CLEARING.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 PE2247'STAMPED LIBBY RM 1 1958.
 PE2247'
 PE2247'REFERENCE MARK NO. 2 IS 7 FEET WEST OF SMALL MAPLE TREE.  THE MARK
 PE2247'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED LIBBY RM 2 1958.
 PE2247'
 PE2247'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND
 PE2247'STATE HIGHWAYS 7 AND 100 AT THE INTERSECTION OF MAIN AND SPRING
 PE2247'STREETS IN NEWPORT, GO NORTH ON STATE HIGHWAY 7 FOR 0.75
 PE2247'MILE TO FORKS.  TAKE LEFT FORK ON GRAVEL ROAD AND GO 1.05 MILES
 PE2247'TO A BARN AND WIRE GATE ON THE RIGHT.  PASS THROUGH GATE AND
 PE2247'FOLLOW FIELD ROAD, BEARING TO THE LEFT AND UP HILL FOR 0.15 MILE
 PE2247'TO THE HIGHEST POINT AT EDGE OF TREES AND STATION AS DESCRIBED.
 PE2247'
 PE2247'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 PE2247
 PE2247                          STATION RECOVERY (1962)
 PE2247
 PE2247'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JDB)
 PE2247'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 PE2247'CONDITION.
 PE2247'
 PE2247'THE ORIGINAL DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1412 ***********************************************************************
 QG1412  DESIGNATION -  LIBBY
 QG1412  PID         -  QG1412
 QG1412  STATE/COUNTY-  ME/PENOBSCOT
 QG1412  USGS QUAD   -  LINCOLN WEST (1988)
 QG1412
 QG1412                         *CURRENT SURVEY CONTROL
 QG1412  ___________________________________________________________________
 QG1412* NAD 83(1996)-  45 20 43.58640(N)    068 30 26.93265(W)     ADJUSTED  
 QG1412* NAVD 88     -       206.1    (meters)     676.     (feet)  VERTCON   
 QG1412  ___________________________________________________________________
 QG1412  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 QG1412  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 QG1412
 QG1412  HORZ ORDER  -  FIRST
 QG1412
 QG1412.The horizontal coordinates were established by classical geodetic methods
 QG1412.and adjusted by the National Geodetic Survey in March 1998..
 QG1412
 QG1412.The NAVD 88 height was computed by applying the VERTCON shift value to
 QG1412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QG1412
 QG1412.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1412
 QG1412.The geoid height was determined by GEOID03.
 QG1412
 QG1412;                    North         East     Units Scale Factor Converg.
 QG1412;SPC ME E     -   186,530.311   299,413.738   MT  0.99990000   -0 00 19.2
 QG1412;UTM  19      - 5,021,443.615   538,584.043   MT  0.99961830   +0 21 01.3
 QG1412
 QG1412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1412!SPC ME E     -   0.99997151  x   0.99990000  =   0.99987151
 QG1412!UTM  19      -   0.99997151  x   0.99961830  =   0.99958982
 QG1412
 QG1412:                Primary Azimuth Mark                     Grid Az
 QG1412:SPC ME E     -  BAGLEY MT MICROWAVE                      038 19 25.7
 QG1412:UTM  19      -  BAGLEY MT MICROWAVE                      037 58 05.2
 QG1412
 QG1412|---------------------------------------------------------------------|
 QG1412| PID    Reference Object                     Distance      Geod. Az  |
 QG1412|                                                           dddmmss.s |
 QG1412| QG1408 BAGLEY MT MICROWAVE                 APPROX.10.8 KM 0381906.5 |
 QG1412| CE8926 LIBBY RM 1                           38.472 METERS 10948     |
 QG1412| QG1411 LINCOLN ATT MICROWAVE                33.297 METERS 12017     |
 QG1412| CE8928 LIBBY RM 4 AZIMUTH                                 1425827.1 |
 QG1412| CE8925 LIBBY AZ MK                                        1425827.5 |
 QG1412| CE8927 LIBBY RM 2                           29.794 METERS 20507     |
 QG1412| QG1410 LINCOLN ME CABLE TV TALL MAST        65.436 METERS 25335     |
 QG1412| QG1409 LINCOLN EASTERN CORP TANK           APPROX. 2.4 KM 3522850.8 |
 QG1412|---------------------------------------------------------------------|
 QG1412
 QG1412                          SUPERSEDED SURVEY CONTROL
 QG1412
 QG1412  NAD 83(1992)-  45 20 43.58541(N)    068 30 26.93070(W) AD(       ) 1
 QG1412  NAD 83(1986)-  45 20 43.59214(N)    068 30 26.93735(W) AD(       ) 1
 QG1412  NAD 27      -  45 20 43.38592(N)    068 30 28.84286(W) AD(       ) 1
 QG1412  NGVD 29 (07/19/86)  206.3    (m)          677.     (f) VERT ANG       
 QG1412
 QG1412.Superseded values are not recommended for survey control.
 QG1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1412.See file dsdata.txt to determine how the superseded data were derived.
 QG1412
 QG1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL3858421444(NAD 83)
 QG1412_MARKER: DS = TRIANGULATION STATION DISK
 QG1412_SETTING: 66 = SET IN ROCK OUTCROP
 QG1412
 QG1412  HISTORY     - Date     Condition        Report By
 QG1412  HISTORY     - 1975     MONUMENTED       NGS
 QG1412  HISTORY     - 1976     GOOD             NGS
 QG1412
 QG1412                          STATION DESCRIPTION
 QG1412
 QG1412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 QG1412'THE STATION IS LOCATED IN THE TOWN OF LINCOLN ON FISH HILL
 QG1412'ABOUT 1.0 MILE SOUTH OF DOWNTOWN LINCOLN, 3.75 MILES NORTHWEST
 QG1412'OF UPPER COLD STREAM PONDS AND 3 MILES EAST OF MAHOCKANOCK
 QG1412'ISLAND IN THE MIDDLE OF THE PENOBSCOT RIVER ON PROPERTY OWNED
 QG1412'BY ROBERT LIBBY OF LINCOLN.
 QG1412'
 QG1412'TO REACH THE STATION FROM THE POST OFFICE IN LINCOLN, GO
 QG1412'SOUTH ON FLEMING STREET FOR 0.3 MILE TO THE JUNCTION WITH
 QG1412'U.S. ROUTE 2, TURN LEFT AND GO FOR 0.05 MILE TO JUNCTION WITH
 QG1412'STATE ROUTE 155.  TURN RIGHT AND GO SOUTH FOR 1.1 MILES TO
 QG1412'JUNCTION WITH TRANS ALPINE ROAD, TURN LEFT AND GO SOUTHEAST
 QG1412'ON TRANS ALPINE ROAD FOR 0.55 MILE TO A GRAVEL ROAD LEFT,
 QG1412'CONTINUE STRAIGHT AHEAD ON TRANS ALPINE ROAD FOR 0.1 MILE TO
 QG1412'ANOTHER GRAVEL ROAD LEFT.  TURN LEFT, GO UPHILL ON GRAVEL ROAD
 QG1412'FOR 0.05 MILE TO A Y-INTERSECTION, BEAR LEFT, GO UPHILL ON
 QG1412'PAVED ROAD FOR 0.05 MILE TO A GATE.  CONTINUE THROUGH GATE
 QG1412'AND GO NORTH FOR 0.1 MILE TO A MICROWAVE TOWER AND BARBED WIRE
 QG1412'FENCE, BEAR LEFT PROCEEDING THROUGH A COW PASTURE AND GO AROUND
 QG1412'THE BARBED WIRE FENCE TO THE STATION IN BACK OF THE TOWER
 QG1412'BETWEEN TWO BARBED WIRE FENCES.
 QG1412'
 QG1412'THE STATION MARK IS A STANDARD DISK STAMPED LIBBY 1975, CEMENTED
 QG1412'IN A DRILL HOLE IN BEDROCK ABOUT 18 INCHES BELOW THE GROUND
 QG1412'SURFACE.  IT IS 42.3 FEET SOUTHEAST OF A BARBED WIRE FENCE AT
 QG1412'THE WOODS LINE, 51.8 FEET NORTHWEST OF A BARBED WIRE FENCE AROUND
 QG1412'THE MICROWAVE TOWER AND 92.0 FEET NORTH-NORTHWEST OF THE
 QG1412'SOUTHWEST CORNER OF A CYCLONE FENCE AROUND THE MICROWAVE TOWER.
 QG1412'
 QG1412'REFERENCE MARK 1 IS A STANDARD DISK STAMPED LIBBY NO 1 1975,
 QG1412'CEMENTED IN A DRILL HOLE IN THE NORTHWEST CORNER OF A RECTANGULAR
 QG1412'CONCRETE SLAB WHICH IS NORTH OF THE MICROWAVE TOWER.  THE MARK IS
 QG1412'13 FEET WEST OF THE NORTHWEST CORNER OF THE CONCRETE BLOCK
 QG1412'BUILDING, 34 FEET EAST OF THE NORTHWEST CORNER OF THE CYCLONE
 QG1412'FENCE, 72.5 FEET SOUTHEAST OF THE BARBED WIRE FENCE AND IT IS
 QG1412'FLUSH WITH THE CONCRETE SLAB.
 QG1412'
 QG1412'REFERENCE MARK 2 IS A STANDARD DISK STAMPED LIBBY NO 2 1975,
 QG1412'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK AND FLUSH WITH
 QG1412'THE GROUND.  IT IS 50.2 FEET SOUTHEAST OF THE BARBED WIRE FENCE
 QG1412'AT THE WOODS LINE, 27.2 FEET SOUTH-SOUTHWEST OF A 15-INCH TWIN
 QG1412'HEMLOCK AND 97.0 FEET EAST-NORTHEAST OF A 6 BY 6 INCH CONCRETE
 QG1412'MONUMENT (PROPERTY LINE MARKER).
 QG1412'
 QG1412'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LIBBY AZ 1975, SET IN
 QG1412'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST WHICH PROJECTS 2
 QG1412'INCHES.  IT IS 2.0 FEET NORTH OF A METAL WITNESS POST, 17.1 FEET
 QG1412'NORTHWEST OF POWER POLE NUMBER 57, 27 FEET WEST-SOUTHWEST OF THE
 QG1412'CENTERLINE OF THE TRANS ALPINE ROAD AND ABOUT 1 FOOT ABOVE THE
 QG1412'ROAD.
 QG1412'
 QG1412'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE ROUTE 155
 QG1412'AND TRANS ALPINE ROAD, GO SOUTHEAST FOR 0.65 MILE TO THE GRAVEL
 QG1412'ROAD WHICH LEADS TO THE STATION, CONTINUE SOUTHEAST FOR 1.9 MILES
 QG1412'TO A CROSSROADS, CONTINUE SOUTHEAST FOR 0.6 MILE TO THE AZIMUTH
 QG1412'MARK ON THE RIGHT.
 QG1412'
 QG1412'RM 1 TO RM 2 OBSTRUCTED
 QG1412'
 QG1412'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 QG1412
 QG1412                          STATION RECOVERY (1976)
 QG1412
 QG1412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 QG1412'THE STATION MARK AND REFERENCE MARKS 1, 2 AND 3 WERE
 QG1412'RECOVERED AS DESCRIBED BY RCA IN 1975.  DUE TO HIGHWAY
 QG1412'CONSTRUCTION IN THE IMMEDIATE AREA OF THE AZIMUTH MARK
 QG1412'(REFERENCE MARK 3) WE WERE REQUESTED TO RESET THE AZIMUTH MARK.
 QG1412'
 QG1412'REFERENCE MARK 4 (NEW AZIMUTH MARK) WAS SET ON LINE WITH
 QG1412'STATION LIBBY 1975 AND REFERENCE MARK 3, 22.9 METERS
 QG1412'SOUTH-SOUTHEAST OF REFERENCE MARK 3.
 QG1412'
 QG1412'REFERENCE MARK 3 WAS DESTROYED AT THIS TIME.
 QG1412'
 QG1412'THE STATION IS LOCATED IN THE TOWN OF LINCOLN ON FISH HILL
 QG1412'ABOUT 1.0 MILE SOUTH OF DOWNTOWN LINCOLN, 3.75 MILES
 QG1412'NORTHWEST OF UPPER COLD STREAM PONDS AND 3 MILES EAST OF
 QG1412'MAHOCKANOCK ISLAND IN THE MIDDLE OF THE PENOBSCOT RIVER ON
 QG1412'PROPERTY OWNED BY ROBERT LIBBY OF LINCOLN.
 QG1412'
 QG1412'TO REACH THE STATION FROM THE POST OFFICE IN LINCOLN, GO
 QG1412'SOUTH ON FLEMING STREET FOR 0.3 MILE TO THE JUNCTION WITH
 QG1412'U.S. ROUTE 2, TURN LEFT AND GO FOR 0.05 MILE TO JUNCTION WITH
 QG1412'STATE ROUTE 155.  TURN RIGHT AND GO SOUTH FOR 1.1 MILES TO
 QG1412'JUNCTION WITH TRANS ALPINE ROAD, TURN LEFT AND GO SOUTHEAST
 QG1412'ON TRANS ALPINE ROAD FOR 0.55 MILE TO A GRAVEL ROAD LEFT,
 QG1412'CONTINUE STRAIGHT AHEAD ON TRANS ALPINE ROAD FOR 0.1 MILE TO
 QG1412'ANOTHER GRAVEL ROAD LEFT.  TURN LEFT, GO UPHILL ON GRAVEL ROAD
 QG1412'FOR 0.05 MILE TO A Y-INTERSECTION, BEAR LEFT, GO UPHILL ON
 QG1412'PAVED ROAD FOR 0.05 MILE TO A GATE.  CONTINUE THROUGH THE
 QG1412'GATE AND GO NORTH FOR 0.1 MILE TO A MICROWAVE TOWER AND A
 QG1412'BARBED WIRE FENCE, BEAR LEFT, PROCEEDING THROUGH A COW
 QG1412'PASTURE AND AROUND THE BARBED WIRE FENCE TO THE STATION IN
 QG1412'BACK OF THE TOWER BETWEEN TWO BARBED WIRE FENCES.
 QG1412'
 QG1412'THE STATION MARK IS A STANDARD DISK STAMPED LIBBY 1975,
 QG1412'CEMENTED IN A DRILL HOLE IN BEDROCK ABOUT 18 INCHES BELOW THE
 QG1412'GROUND SURFACE.  IT IS 42.3 FEET SOUTHEAST OF A BARBED WIRE
 QG1412'FENCE AT THE WOODS LINE, 51.8 FEET NORTHWEST OF A BARBED WIRE
 QG1412'FENCE AROUND THE MICROWAVE TOWER AND 92.0 FEET NORTH-NORTHWEST
 QG1412'OF THE SOUTHWEST CORNER OF A CYCLONE FENCE AROUND THE
 QG1412'MICROWAVE TOWER.
 QG1412'
 QG1412'REFERENCE MARK 1 IS A STANDARD DISK STAMPED LIBBY NO 1 1975,
 QG1412'CEMENTED IN A DRILL HOLE IN THE NORTHWEST CORNER OF A
 QG1412'RECTANGULAR CONCRETE SLAB WHICH IS NORTH OF THE MICROWAVE
 QG1412'TOWER.  THE MARK IS 13 FEET WEST OF THE NORTHWEST CORNER OF
 QG1412'THE CONCRETE BLOCK BUILDING, 34 FEET EAST OF THE NORTHWEST
 QG1412'CORNER OF THE CYCLONE FENCE, 72.5 FEET SOUTHEAST OF THE
 QG1412'BARBED WIRE FENCE AND IT IS FLUSH WITH THE CONCRETE SLAB.
 QG1412'
 QG1412'REFERENCE MARK 2 IS A STANDARD DISK STAMPED LIBBY NO 2
 QG1412'1975, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK AND FLUSH
 QG1412'WITH THE GROUND SURFACE.  IT IS 50.2 FEET SOUTHEAST OF THE
 QG1412'BARBED WIRE FENCE AT THE WOODS LINE, 27.2 FEET SOUTH-SOUTHWEST
 QG1412'OF A 15-INCH TWIN HEMLOCK AND 97.0 FEET EAST-NORTHEAST OF A
 QG1412'6-INCH SQUARE CONCRETE MONUMENT (PROPERTY LINE MARKER).
 QG1412'
 QG1412'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 QG1412'LIBBY NO 4 1975 1976, SET IN THE TOP OF A 12-INCH
 QG1412'CYLINDRICAL CONCRETE POST WHICH IS FLUSH WITH THE GROUND
 QG1412'SURFACE.  IT IS 61.6 FEET SOUTHWEST OF THE TRANS ALPINE ROAD,
 QG1412'146.0 FEET SOUTH-SOUTHEAST OF TELEPHONE POLE NUMBER 56,
 QG1412'92.0 FEET WEST-NORTHWEST OF TELEPHONE POLE NUMBER 57 AND
 QG1412'2.0 FEET NORTHEAST OF A METAL WITNESS POST.
 QG1412'
 QG1412'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE ROUTE
 QG1412'155 AND TRANS ALPINE ROAD, GO SOUTHEAST FOR 0.65 MILE TO THE
 QG1412'GRAVEL ROAD WHICH LEADS TO THE STATION, CONTINUE SOUTHEAST
 QG1412'FOR 1.9 MILES TO A CROSSROADS, CONTINUE SOUTHEAST FOR 0.6
 QG1412'MILE TO THE AZIMUTH MARK ON THE RIGHT.
 QG1412'
 QG1412'HEIGHT OF LIGHT ABOVE STATION MARK 6 FEET.
 QG1412'
 QG1412'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QG1412'1.0 MILE SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1001 ***********************************************************************
 PD1001  DESIGNATION -  LIBBY ISLANDS LH OLD
 PD1001  PID         -  PD1001
 PD1001  STATE/COUNTY-  ME/WASHINGTON
 PD1001  USGS QUAD   -  CROSS ISLAND (1993)
 PD1001
 PD1001                         *CURRENT SURVEY CONTROL
 PD1001  ___________________________________________________________________
 PD1001* NAD 83(1996)-  44 34 05.56864(N)    067 22 02.27919(W)     ADJUSTED  
 PD1001* NAVD 88     -        36.     (meters)     118.     (feet)  SCALED    
 PD1001  ___________________________________________________________________
 PD1001  LAPLACE CORR-           4.72  (seconds)                    DEFLEC99
 PD1001  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 PD1001
 PD1001  HORZ ORDER  -  THIRD
 PD1001
 PD1001.The horizontal coordinates were established by classical geodetic methods
 PD1001.and adjusted by the National Geodetic Survey in March 1998..
 PD1001
 PD1001.The orthometric height was scaled from a topographic map.
 PD1001
 PD1001.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1001
 PD1001.The geoid height was determined by GEOID03.
 PD1001
 PD1001;                    North         East     Units Scale Factor Converg.
 PD1001;SPC ME E     -   100,789.068   389,969.156   MT  0.99999951   +0 47 41.8
 PD1001;UTM  19      - 4,936,282.666   629,644.859   MT  0.99980669   +1 08 45.3
 PD1001
 PD1001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD1001!SPC ME E     -   0.99999794  x   0.99999951  =   0.99999745
 PD1001!UTM  19      -   0.99999794  x   0.99980669  =   0.99980463
 PD1001
 PD1001:                Primary Azimuth Mark                     Grid Az
 PD1001:SPC ME E     -  MOOSE PEAK LH                            230 43 24.9
 PD1001:UTM  19      -  MOOSE PEAK LH                            230 22 21.4
 PD1001
 PD1001|---------------------------------------------------------------------|
 PD1001| PID    Reference Object                     Distance      Geod. Az  |
 PD1001|                                                           dddmmss.s |
 PD1001| PD1044 MOOSE PEAK LH                       APPROX.16.7 KM 2313106.7 |
 PD1001| PD1098 MOOSE A BEC RESET                   APPROX.14.2 KM 2391822.3 |
 PD1001|---------------------------------------------------------------------|
 PD1001
 PD1001                          SUPERSEDED SURVEY CONTROL
 PD1001
 PD1001  NAD 83(1992)-  44 34 05.56385(N)    067 22 02.27701(W) AD(       ) 3
 PD1001  NAD 83(1986)-  44 34 05.55949(N)    067 22 02.27948(W) AD(       ) 3
 PD1001  NAD 27      -  44 34 05.26800(N)    067 22 04.32500(W) AD(       ) 3
 PD1001
 PD1001.Superseded values are not recommended for survey control.
 PD1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1001.See file dsdata.txt to determine how the superseded data were derived.
 PD1001
 PD1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK2964536283(NAD 83)
 PD1001
 PD1001  HISTORY     - Date     Condition        Report By
 PD1001  HISTORY     - UNK      MONUMENTED
 PD1001  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD1001  HISTORY     - 1959     SEE DESCRIPTION  CGS
 PD1001
 PD1001                          STATION DESCRIPTION
 PD1001
 PD1001'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD1001'STATION WAS RECOVERED.  IT IS THE WHITE, CONICAL, GRANITE
 PD1001'LIGHTHOUSE ON THE SW TIP OF THE MOST SW OF THE LIBBY ISLANDS,
 PD1001'A GROUP OF TWO ISLANDS AT THE ENTRANCE TO MACHIAS BAY, 2.5 MILES
 PD1001'SW OF CROSS ISLAND, AND 1.9 MILES SE OF POINT OF MAINE.
 PD1001
 PD1001                          STATION RECOVERY (1959)
 PD1001
 PD1001'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GFW)
 PD1001'STATION RECOVERED AS DESCRIBED IN THE RECOVERY NOTES OF R.A.G. IN
 PD1001'1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0695 ***********************************************************************
 RF0695  DESIGNATION -  LIBBY USGS 1941
 RF0695  PID         -  RF0695
 RF0695  STATE/COUNTY-  ME/AROOSTOOK
 RF0695  USGS QUAD   -  SQUA PAN (1986)
 RF0695
 RF0695                         *CURRENT SURVEY CONTROL
 RF0695  ___________________________________________________________________
 RF0695* NAD 83(1996)-  46 32 46.90083(N)    068 24 28.73801(W)     ADJUSTED  
 RF0695* NAVD 88     -       246.     (meters)     807.     (feet)  SCALED    
 RF0695  ___________________________________________________________________
 RF0695  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 RF0695  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 RF0695
 RF0695  HORZ ORDER  -  SECOND
 RF0695
 RF0695.The horizontal coordinates were established by classical geodetic methods
 RF0695.and adjusted by the National Geodetic Survey in March 1998..
 RF0695
 RF0695.The orthometric height was scaled from a topographic map.
 RF0695
 RF0695.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0695
 RF0695.The geoid height was determined by GEOID03.
 RF0695
 RF0695;                    North         East     Units Scale Factor Converg.
 RF0695;SPC ME E     -   320,003.695   307,056.768   MT  0.99990061   +0 04 00.5
 RF0695;UTM  19      - 5,154,925.124   545,387.931   MT  0.99962532   +0 25 47.2
 RF0695
 RF0695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0695!SPC ME E     -   0.99996521  x   0.99990061  =   0.99986582
 RF0695!UTM  19      -   0.99996521  x   0.99962532  =   0.99959054
 RF0695
 RF0695                          SUPERSEDED SURVEY CONTROL
 RF0695
 RF0695  NAD 83(1992)-  46 32 46.89600(N)    068 24 28.73319(W) AD(       ) 2
 RF0695  NAD 83(1986)-  46 32 46.89590(N)    068 24 28.73978(W) AD(       ) 2
 RF0695  NAD 27      -  46 32 46.74800(N)    068 24 30.58700(W) AD(       ) 2
 RF0695
 RF0695.Superseded values are not recommended for survey control.
 RF0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0695.See file dsdata.txt to determine how the superseded data were derived.
 RF0695
 RF0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM4538854925(NAD 83)
 RF0695
 RF0695  HISTORY     - Date     Condition        Report By
 RF0695  HISTORY     - 1941     MONUMENTED       CGS
 RF0695  HISTORY     - 1988     GOOD             USAF
 RF0695
 RF0695                          STATION DESCRIPTION
 RF0695
 RF0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 RF0695'SEE STATION LIBBY
 RF0695
 RF0695                          STATION RECOVERY (1988)
 RF0695
 RF0695'RECOVERY NOTE BY US AIR FORCE 1988 (MT)
 RF0695'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0180 ***********************************************************************
 SF0180  DESIGNATION -  LILLE CH NW CUPOLA IBC 1909
 SF0180  PID         -  SF0180
 SF0180  STATE/COUNTY-  ME/AROOSTOOK
 SF0180  USGS QUAD   -  LILLE (1986)
 SF0180
 SF0180                         *CURRENT SURVEY CONTROL
 SF0180  ___________________________________________________________________
 SF0180* NAD 83(1996)-  47 16 44.53174(N)    068 06 31.21802(W)     ADJUSTED  
 SF0180* NAVD 88     -                                                        
 SF0180  ___________________________________________________________________
 SF0180  LAPLACE CORR-           5.41  (seconds)                    DEFLEC99
 SF0180  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 SF0180
 SF0180  HORZ ORDER  -  THIRD
 SF0180
 SF0180.The horizontal coordinates were established by classical geodetic methods
 SF0180.and adjusted by the National Geodetic Survey in March 1998..
 SF0180
 SF0180
 SF0180.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0180
 SF0180.The geoid height was determined by GEOID03.
 SF0180
 SF0180;                    North         East     Units Scale Factor Converg.
 SF0180;SPC ME E     -   401,516.587   329,604.581   MT  0.99991077   +0 17 15.0
 SF0180;UTM  19      - 5,236,558.420   567,409.935   MT  0.99965584   +0 39 17.5
 SF0180
 SF0180                          SUPERSEDED SURVEY CONTROL
 SF0180
 SF0180  NAD 83(1992)-  47 16 44.52774(N)    068 06 31.21547(W) AD(       ) 4
 SF0180  NAD 83(1986)-  47 16 44.53040(N)    068 06 31.20760(W) AD(       ) 4
 SF0180  NAD 27      -  47 16 44.38273(N)    068 06 33.09009(W) AD(       ) 3
 SF0180
 SF0180.Superseded values are not recommended for survey control.
 SF0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0180.See file dsdata.txt to determine how the superseded data were derived.
 SF0180
 SF0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN6741036558(NAD 83)
 SF0180
 SF0180  HISTORY     - Date     Condition        Report By
 SF0180  HISTORY     - 1909     MONUMENTED       CGS
 SF0180  HISTORY     - 1975     SEE DESCRIPTION  NGS
 SF0180
 SF0180                          STATION DESCRIPTION
 SF0180
 SF0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CRM)
 SF0180'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE
 SF0180'1973 DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0179 ***********************************************************************
 SF0179  DESIGNATION -  LILLE CH SE CUPOLA IBC 1975
 SF0179  PID         -  SF0179
 SF0179  STATE/COUNTY-  ME/AROOSTOOK
 SF0179  USGS QUAD   -  LILLE (1986)
 SF0179
 SF0179                         *CURRENT SURVEY CONTROL
 SF0179  ___________________________________________________________________
 SF0179* NAD 83(1996)-  47 16 44.25126(N)    068 06 30.68172(W)     ADJUSTED  
 SF0179* NAVD 88     -                                                        
 SF0179  ___________________________________________________________________
 SF0179  LAPLACE CORR-           5.42  (seconds)                    DEFLEC99
 SF0179  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 SF0179
 SF0179  HORZ ORDER  -  THIRD
 SF0179
 SF0179.The horizontal coordinates were established by classical geodetic methods
 SF0179.and adjusted by the National Geodetic Survey in March 1998..
 SF0179
 SF0179
 SF0179.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0179
 SF0179.The geoid height was determined by GEOID03.
 SF0179
 SF0179;                    North         East     Units Scale Factor Converg.
 SF0179;SPC ME E     -   401,507.983   329,615.894   MT  0.99991078   +0 17 15.4
 SF0179;UTM  19      - 5,236,549.891   567,421.301   MT  0.99965586   +0 39 17.9
 SF0179
 SF0179                          SUPERSEDED SURVEY CONTROL
 SF0179
 SF0179  NAD 83(1992)-  47 16 44.24727(N)    068 06 30.67917(W) AD(       ) 4
 SF0179  NAD 83(1986)-  47 16 44.24991(N)    068 06 30.67127(W) AD(       ) 4
 SF0179  NAD 27      -  47 16 44.10072(N)    068 06 32.55045(W) AD(       ) 3
 SF0179
 SF0179.Superseded values are not recommended for survey control.
 SF0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0179.See file dsdata.txt to determine how the superseded data were derived.
 SF0179
 SF0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN6742136550(NAD 83)
 SF0179
 SF0179  HISTORY     - Date     Condition        Report By
 SF0179  HISTORY     - 1975     MONUMENTED       IBC
 SF0179
 SF0179                          STATION DESCRIPTION
 SF0179
 SF0179'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1975 (CRM)
 SF0179'THE STATION IS LOCATED IN LILLE, MAINE AND ABOUT 50 FEET SOUTH
 SF0179'OF U.S. HIGHWAY 1.
 SF0179'
 SF0179'THE STATION IS THE SOUTHEASTERN ONE OF TWIN, CUPOLA BELL TOWERS,
 SF0179'WHICH ARE ATTACHED TO THE NORTHWEST AND SOUTHEAST CORNERS OF
 SF0179'THE MT. CARMEL CATHOLIC CHURCH.  THE WOOD CONSTRUCTED CHURCH IS
 SF0179'PAINTED WHITE AND THE CUPOLAS ARE PAINTED SILVER.  ATOP AND CENTER
 SF0179'OF EACH CUPOLA IS A MAN-SIZE ANGEL BLOWING A HORN.
 SF0179'
 SF0179'THE POINT INTERSECTED IS THE CENTER OF THE ANGEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1147 ***********************************************************************
 PD1147  DESIGNATION -  LILY
 PD1147  PID         -  PD1147
 PD1147  STATE/COUNTY-  ME/WASHINGTON
 PD1147  USGS QUAD   -  HARRINGTON (1975)
 PD1147
 PD1147                         *CURRENT SURVEY CONTROL
 PD1147  ___________________________________________________________________
 PD1147* NAD 83(1996)-  44 35 25.05271(N)    067 48 18.78374(W)     ADJUSTED  
 PD1147* NAVD 88     -        27.     (meters)      89.     (feet)  SCALED    
 PD1147  ___________________________________________________________________
 PD1147  LAPLACE CORR-           5.04  (seconds)                    DEFLEC99
 PD1147  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 PD1147
 PD1147  HORZ ORDER  -  SECOND
 PD1147
 PD1147.The horizontal coordinates were established by classical geodetic methods
 PD1147.and adjusted by the National Geodetic Survey in March 1998..
 PD1147
 PD1147.The orthometric height was scaled from a topographic map.
 PD1147
 PD1147.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1147
 PD1147.The geoid height was determined by GEOID03.
 PD1147
 PD1147;                    North         East     Units Scale Factor Converg.
 PD1147;SPC ME E     -   102,852.999   355,164.889   MT  0.99993741   +0 29 16.0
 PD1147;UTM  19      - 4,938,132.942   594,835.905   MT  0.99971060   +0 50 19.8
 PD1147
 PD1147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD1147!SPC ME E     -   0.99999948  x   0.99993741  =   0.99993689
 PD1147!UTM  19      -   0.99999948  x   0.99971060  =   0.99971008
 PD1147
 PD1147:                Primary Azimuth Mark                     Grid Az
 PD1147:SPC ME E     -  EPPING WHITE CHURCH BELFRY               010 39 44.7
 PD1147:UTM  19      -  EPPING WHITE CHURCH BELFRY               010 18 40.9
 PD1147
 PD1147|---------------------------------------------------------------------|
 PD1147| PID    Reference Object                     Distance      Geod. Az  |
 PD1147|                                                           dddmmss.s |
 PD1147| PD1144 EPPING WHITE CHURCH BELFRY          APPROX.10.5 KM 0110900.7 |
 PD1147| PD1123 ADD                                 APPROX. 7.4 KM 0813429.1 |
 PD1147| CE8072 LILY RM 1                             9.503 METERS 08913     |
 PD1147| PD1165 MILLBRIDGE METH CHURCH 2            APPROX. 9.0 KM 2225231.2 |
 PD1147| PD1164 MILLBRIDGE CHURCH 1 CONG            APPROX. 8.4 KM 2271759.0 |
 PD1147| PD1163 MILL RIVER CHURCH W HARRINGTON      APPROX. 3.3 KM 2845540.8 |
 PD1147| PD1152 HARRINGTON WHITE CHURCH SPIRE       APPROX. 3.3 KM 3500234.5 |
 PD1147| CE8073 LILY RM 2                            14.783 METERS 35232     |
 PD1147|---------------------------------------------------------------------|
 PD1147
 PD1147                          SUPERSEDED SURVEY CONTROL
 PD1147
 PD1147  NAD 83(1992)-  44 35 25.04975(N)    067 48 18.78318(W) AD(       ) 2
 PD1147  NAD 83(1986)-  44 35 25.04624(N)    067 48 18.78628(W) AD(       ) 2
 PD1147  NAD 27      -  44 35 24.76700(N)    067 48 20.78400(W) AD(       ) 2
 PD1147
 PD1147.Superseded values are not recommended for survey control.
 PD1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1147.See file dsdata.txt to determine how the superseded data were derived.
 PD1147
 PD1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK9483638133(NAD 83)
 PD1147
 PD1147  HISTORY     - Date     Condition        Report By
 PD1147  HISTORY     - 1934     MONUMENTED       CGS
 PD1147  HISTORY     - 1945     SEE DESCRIPTION  CGS
 PD1147
 PD1147                          STATION DESCRIPTION
 PD1147
 PD1147'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PD1147'STATION IS ON HILL 2 MILES S OF HARRINGTON AND 6-1/4 MILES ESE OF
 PD1147'CHERRYFIELD, LAND IS OWNED BY GEORGE FRYE OF HARRINGTON.  THE MARK
 PD1147'IS IN A LEDGE ABOUT 70 FEET WNW OF SUMMIT LEDGE, WHICH IS ONE OF
 PD1147'SEVERAL MOUND APPEARING LEDGES.  THE LEDGE AT THE STATION IS LEVEL
 PD1147'FOR 7 FEET TO THE S THEN SLOPES STEEPLY 6 FEET MORE TO A SHEER
 PD1147'5-FOOT S FACE.  THE MARK IS 4.8 FEET RESPECTIVELY FROM THE SSW
 PD1147'AND NW ANCHOR BOLTS.  5 IN ALL BEING USED.
 PD1147'
 PD1147'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN
 PD1147'DRILL HOLES IN OUTCROPPING BEDROCK.
 PD1147'
 PD1147'REFERENCE MARK NO. 1 IS 31.18 FEET E OF STATION AND ABOUT 40 FEET
 PD1147'NW OF SUMMIT LEDGE.
 PD1147'
 PD1147'REFERENCE MARK NO. 2 IS 48.50 FEET NNW OF STATION AND 17 FEET NW OF
 PD1147'A 3-FOOT ROUND AND HIGH DECAYING BOULDER.
 PD1147'
 PD1147'TO REACH STATION FROM HARRINGTON GO S ON HIGHWAY 1A, 0.5 MILE AND
 PD1147'TAKE LEFT ON TO SHORE ROAD.  CONTINUE 1.9 MILES TO HOME OF HOWARD
 PD1147'MOSS, AN OLD HOUSE ON THE W SIDE OF ROAD.  THE LEDGE IS ABOUT 100
 PD1147'YARDS NW OF THE HOUSE.
 PD1147
 PD1147                          STATION RECOVERY (1945)
 PD1147
 PD1147'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (FLP)
 PD1147'STATION RECOVERED IN GOOD CONDITION.  PRESENT DESCRIPTION ADEQUATE
 PD1147'EXCEPT THAT DISTANCE FROM MARK TO HOUSE IS 114 YARDS.  DISTANCES AND
 PD1147'DIRECTIONS TO REFERENCE MARKS CHECK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1368 ***********************************************************************
 QG1368  DESIGNATION -  LILY BAY
 QG1368  PID         -  QG1368
 QG1368  STATE/COUNTY-  ME/PISCATAQUIS
 QG1368  USGS QUAD   -  LILY BAY (1989)
 QG1368
 QG1368                         *CURRENT SURVEY CONTROL
 QG1368  ___________________________________________________________________
 QG1368* NAD 83(1996)-  45 35 52.73300(N)    069 30 58.20484(W)     ADJUSTED  
 QG1368* NAVD 88     -       314.31   (+/-2cm)    1031.2    (feet)  VERTCON   
 QG1368  ___________________________________________________________________
 QG1368  LAPLACE CORR-           7.00  (seconds)                    DEFLEC99
 QG1368  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 QG1368
 QG1368  HORZ ORDER  -  THIRD
 QG1368  VERT ORDER  -  THIRD ? (See Below)
 QG1368
 QG1368.The horizontal coordinates were established by classical geodetic methods
 QG1368.and adjusted by the National Geodetic Survey in March 1998..
 QG1368
 QG1368.The NAVD 88 height was computed by applying the VERTCON shift value to
 QG1368.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QG1368.The vertical order pertains to the NGVD 29 superseded value.
 QG1368
 QG1368.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1368
 QG1368.The geoid height was determined by GEOID03.
 QG1368
 QG1368;                    North         East     Units Scale Factor Converg.
 QG1368;SPC ME E     -   215,097.386   220,724.156   MT  0.99997724   -0 43 33.7
 QG1368;SPC ME W     -   307,393.506   950,751.745   MT  0.99999832   +0 27 53.1
 QG1368;UTM  19      - 5,049,511.600   459,743.460   MT  0.99961992   -0 22 07.6
 QG1368
 QG1368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1368!SPC ME E     -   0.99995455  x   0.99997724  =   0.99993179
 QG1368!SPC ME W     -   0.99995455  x   0.99999832  =   0.99995287
 QG1368!UTM  19      -   0.99995455  x   0.99961992  =   0.99957448
 QG1368
 QG1368:                Primary Azimuth Mark                     Grid Az
 QG1368:SPC ME E     -  LILY BAY AZ MK                           032 18 06.2
 QG1368:SPC ME W     -  LILY BAY AZ MK                           031 06 39.4
 QG1368:UTM  19      -  LILY BAY AZ MK                           031 56 40.1
 QG1368
 QG1368|---------------------------------------------------------------------|
 QG1368| PID    Reference Object                     Distance      Geod. Az  |
 QG1368|                                                           dddmmss.s |
 QG1368| DA5145 LILY BAY AZ MK                                     0313432.5 |
 QG1368| DA5147 LILY BAY RM 2                        12.850 METERS 28924     |
 QG1368| DA5146 LILY BAY RM 1                        10.645 METERS 34915     |
 QG1368|---------------------------------------------------------------------|
 QG1368
 QG1368                          SUPERSEDED SURVEY CONTROL
 QG1368
 QG1368  NAD 83(1992)-  45 35 52.73103(N)    069 30 58.19760(W) AD(       ) 3
 QG1368  NAD 83(1986)-  45 35 52.73328(N)    069 30 58.20835(W) AD(       ) 3
 QG1368  NAD 27      -  45 35 52.57700(N)    069 31 00.00600(W) AD(       ) 3
 QG1368  NGVD 29 (07/19/86)  314.48   (m)         1031.8    (f) LEVELING    3  
 QG1368
 QG1368.Superseded values are not recommended for survey control.
 QG1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1368.See file dsdata.txt to determine how the superseded data were derived.
 QG1368
 QG1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL5974349512(NAD 83)
 QG1368_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QG1368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG1368
 QG1368  HISTORY     - Date     Condition        Report By
 QG1368  HISTORY     - 1955     MONUMENTED       CGS
 QG1368
 QG1368                          STATION DESCRIPTION
 QG1368
 QG1368'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 QG1368'THE STATION IS LOCATED ON THE LAKE SHORE NEAR THE EAST EDGE OF
 QG1368'LILY BAY, ABOUT 5 MILES AIRLINE SOUTH-SOUTHWEST OF KOKADJO, 10
 QG1368'MILES AIRLINE NORTH-NORTHEAST OF GREENVILLE, AND 12 MILES AIRLINE
 QG1368'EAST-SOUTHEAST OF ROCKWOOD.
 QG1368'
 QG1368'TO REACH THE STATION FROM THE POST OFFICE IN GREENVILLE GO EAST
 QG1368'ABOUT 50 YARDS TO A STOP SIGN.  TURN LEFT AND GO NORTH-NORTHEAST
 QG1368'11.5 MILES TO A SIDE ROAD ON THE LEFT ON THE SOUTH SIDE OF A
 QG1368'SMALL BRIDGE AND JUST BEFORE REACHING THE LILY BAY HOUSE ON THE
 QG1368'LEFT.  TURN LEFT AND GO SOUTHWEST 0.4 MILE TO THE END OF THE
 QG1368'ROAD AND THE STATION ON THE RIGHT.
 QG1368'
 QG1368'THE STATION MARK IS A STANDARD DISK STAMPED LILY BAY 1955 SET
 QG1368'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 2
 QG1368'INCHES ABOVE THE GROUND.  IT IS 80 FEET EAST OF THE EAST SIDE OF
 QG1368'A LARGE SHEET-METAL BUILDING, 46 FEET SOUTH OF THE LAKE SHORE,
 QG1368'6 FEET WEST OF A WITNESS POST, AND 45 FEET NORTH OF THE
 QG1368'CENTERLINE OF THE ROAD.
 QG1368'
 QG1368'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED LILY BAY NO 1
 QG1368'1955 CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH
 QG1368'WITH THE GROUND.  IT IS 12 FEET SOUTH OF THE LAKE SHORE AND THE
 QG1368'SAME ELEVATION AS THE STATION.
 QG1368'
 QG1368'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED LILY BAY
 QG1368'NO 2 1955 CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER THAT
 QG1368'PROJECTS 10 INCHES ABOVE THE GROUND.  IT IS 30 FEET SOUTH OF THE
 QG1368'LAKE SHORE, 42 FEET EAST OF THE NORTHEAST CORNER OF THE LARGE
 QG1368'SHEET-METAL BUILDING, AND 6 INCHES HIGHER THAN THE STATION.
 QG1368'
 QG1368'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LILY BAY 1955
 QG1368'CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER THAT IS FLUSH
 QG1368'WITH THE GROUND.  IT IS 123 FEET NORTH OF THE NORTH SIDE OF A
 QG1368'SMALL WHITE HOUSE AND 6 FEET SOUTH OF THE CENTERLINE OF A DIRT
 QG1368'ROAD.
 QG1368'
 QG1368'TO REACH THE AZIMUTH MARK FROM THE SIDE ROAD MENTIONED ABOVE
 QG1368'GO NORTH PAST THE LILY BAY HOUSE FOR 0.1 MILE TO A SIDE ROAD ON
 QG1368'THE LEFT.  TURN LEFT AND GO WEST 0.2 MILE TO THE TOP OF A VERY
 QG1368'SLIGHT RISE AND THE AZIMUTH MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2704 ***********************************************************************
 OC2704  DESIGNATION -  LIM
 OC2704  PID         -  OC2704
 OC2704  STATE/COUNTY-  ME/YORK
 OC2704  USGS QUAD   -  LIMINGTON (1983)
 OC2704
 OC2704                         *CURRENT SURVEY CONTROL
 OC2704  ___________________________________________________________________
 OC2704* NAD 83(1996)-  43 42 38.68137(N)    070 44 37.84339(W)     ADJUSTED  
 OC2704* NAVD 88     -       213.1    (meters)     699.     (feet)  VERTCON   
 OC2704  ___________________________________________________________________
 OC2704  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 OC2704  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 OC2704
 OC2704  HORZ ORDER  -  SECOND
 OC2704
 OC2704.The horizontal coordinates were established by classical geodetic methods
 OC2704.and adjusted by the National Geodetic Survey in March 1998..
 OC2704
 OC2704.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2704
 OC2704.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2704
 OC2704.The geoid height was determined by GEOID03.
 OC2704
 OC2704;                    North         East     Units Scale Factor Converg.
 OC2704;SPC ME W     -    97,637.352   853,483.894   MT  0.99999327   -0 23 55.9
 OC2704;UTM  19      - 4,841,224.326   359,510.286   MT  0.99984277   -1 12 18.8
 OC2704
 OC2704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2704!SPC ME W     -   0.99997080  x   0.99999327  =   0.99996407
 OC2704!UTM  19      -   0.99997080  x   0.99984277  =   0.99981357
 OC2704
 OC2704|---------------------------------------------------------------------|
 OC2704| PID    Reference Object                     Distance      Geod. Az  |
 OC2704|                                                           dddmmss.s |
 OC2704| OC2703 LIM RM 1                              9.666 METERS 04032     |
 OC2704| CE8279 LIM RM 2                             10.841 METERS 11939     |
 OC2704| OC2706 LIM AZ MK                           APPROX. 2.6 KM 2625255.1 |
 OC2704|---------------------------------------------------------------------|
 OC2704
 OC2704                          SUPERSEDED SURVEY CONTROL
 OC2704
 OC2704  NAD 83(1992)-  43 42 38.68038(N)    070 44 37.84501(W) AD(       ) 2
 OC2704  NAD 83(1986)-  43 42 38.68771(N)    070 44 37.85046(W) AD(       ) 2
 OC2704  NAD 27      -  43 42 38.40978(N)    070 44 39.63533(W) AD(       ) 2
 OC2704  NGVD 29 (07/19/86)  213.3    (m)          700.     (f) VERT ANG       
 OC2704
 OC2704.Superseded values are not recommended for survey control.
 OC2704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2704.See file dsdata.txt to determine how the superseded data were derived.
 OC2704
 OC2704_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ5951041224(NAD 83)
 OC2704_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OC2704_SETTING: 66 = SET IN ROCK OUTCROP
 OC2704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OC2704+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2005
 OC2704
 OC2704  HISTORY     - Date     Condition        Report By
 OC2704  HISTORY     - 1976     MONUMENTED       NGS
 OC2704  HISTORY     - 20050905 GOOD             GEOCAC
 OC2704
 OC2704                          STATION DESCRIPTION
 OC2704
 OC2704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2704'THE STATION IS LOCATED ABOUT 3.0 MILES NORTHWEST OF LIMERICK,
 OC2704'2.5 MILES SOUTHWEST OF LIMINGTON AND 7.3 MILES SOUTHEAST OF
 OC2704'CORNISH ON PROPERTY OWNED BY MR. MANLEY BRACKETT, LIMINGTON
 OC2704'MAINE 04020, PHONE 637-2377.
 OC2704'
 OC2704'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 11 AND
 OC2704'117 IN LIMINGTON , GO SOUTHWEST ON ROUTE 11 FOR 1.7 MILES TO A
 OC2704'CROSSROADS . TURN RIGHT, GO WEST ON PAVED ROAD FOR 0.5 MILE TO
 OC2704'WHERE PAVED ROAD TURNS LEFT AND A GRAVEL ROAD GOES STRAIGHT
 OC2704'AHEAD. GO STRAIGHT AND WEST ON GRAVEL ROAD FOR 0.3 MILE TO A
 OC2704'YELLOW HOUSE ON THE RIGHT AND A POLE GATE ON THE LEFT. TURN
 OC2704'LEFT AND PASS THROUGH THE POLE GATE, GO FOR 0.05 MILE TO THE
 OC2704'STATION MARK ON THE LEFT IN OUTCROPPING LEDGE.
 OC2704'
 OC2704'TO REACH THE AZIMUTH MARK FROM THE YELLOW HOUSE, CONTINUE WEST
 OC2704'ON GRAVEL ROAD FOR 1.1 MILES TO A PAVED ROAD. TURN LEFT, GO
 OC2704'SOUTHWEST ON PAVED ROAD FOR 1.05 MILES TO THE AZIMUTH MARK ON
 OC2704'THE LEFT.
 OC2704'
 OC2704'THE STATION MARK IS A STANDARD DISK STAMPED---LIM 1976---,
 OC2704'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK. IT IS 43.0
 OC2704'FEET NORTHWEST OF POWER POLE NUMBER 11.2 AND 44.0 FEET
 OC2704'SOUTHWEST OF A ROCK WALL.
 OC2704'
 OC2704'REFERENCE MARK 1, STAMPED---LIM NO 1 1976---, IS A STANDARD
 OC2704'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK. IT IS
 OC2704'71.8 FEET NORTH OF POWER POLE NUMBER 11.2 AND 13.5 FEET
 OC2704'SOUTHWEST OF A ROCK WALL.
 OC2704'
 OC2704'REFERENCE MARK 2, STAMPED---LIM NO 2 1976---, IS A STANDARD
 OC2704'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK. IT IS
 OC2704'44.0 FEET NORTHEAST OF POWER POLE NUMBER 11.2 AND 29.0 FEET
 OC2704'SOUTHWEST OF A ROCK WALL.
 OC2704'
 OC2704'THE AZIMUTH MARK, STAMPED---LIM 1976---, IS A STANDARD DISK
 OC2704'CEMENTED IN A DRILL HOLE IN A BOULDER. IT IS 25.0 FEET SOUTH
 OC2704'OF THE CENTERLINE OF PAVED ROAD, 47.5 FEET EAST OF TELEPHONE
 OC2704'POLE NUMBER 3 AND 2.0 FEET NORTHEAST OF A METAL WITNESS POST.
 OC2704'
 OC2704'THE HEIGHT OF LIGHT ABOVE THE STATION WAS 1.40 METERS.
 OC2704'
 OC2704'DESCRIBED BY JOHN R. HIGGINS.
 OC2704
 OC2704                          STATION RECOVERY (2005)
 OC2704
 OC2704'RECOVERY NOTE BY GEOCACHING 2005 (JKS)
 OC2704'RECOVERED WITH PERMISSION OF THE CURRENT OWNER.
 OC2704' 
 OC2704'THE REFERENCED YELLOW HOUSE IS NOW WHITE. THE REFERENCED POLE GATE IS
 OC2704'NOW A SHORT PAVED ROAD NAMED GINNY LANE. THE MARK IS LOCATED BETWEEN
 OC2704'TWO PRIVATE RESIDENCES.
 OC2704' 
 OC2704'THE MAIN STATION, LIM 1976, IS SLIGHTLY MARRED BUT STILL IN USEFUL
 OC2704'CONDITION. IT WAS RECOVERED AT THE DESCRIBED LOCATION WITH THE ABOVE
 OC2704'NOTED EXCEPTIONS.
 OC2704' 
 OC2704'LIM NO 1 1976, WAS RECOVERED AT THE DESCRIBED LOCATION. IT IS HEAVILY
 OC2704'MARRED.
 OC2704' 
 OC2704'LIM NO 2 1976, WAS NOT RECOVERED. ITS DESCRIBED LOCATION PUTS IT UNDER
 OC2704'A JUMBLED PILE OF CUT FIREWOOD. IT IS PROBABLY THERE.
 OC2704' 
 OC2704'LIM 1976 AZIMUTH MARK WAS RECOVERED. SEE LOG AT OC2706.
 OC2704' 
 OC2704'SUBMITTED BY J.K. SNYDER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2706 ***********************************************************************
 OC2706  DESIGNATION -  LIM AZ MK
 OC2706  PID         -  OC2706
 OC2706  STATE/COUNTY-  ME/YORK
 OC2706  USGS QUAD   -  LIMERICK (1983)
 OC2706
 OC2706                         *CURRENT SURVEY CONTROL
 OC2706  ___________________________________________________________________
 OC2706* NAD 83(1996)-  43 42 28.27678(N)    070 46 32.52382(W)     ADJUSTED  
 OC2706* NAVD 88     -       113.0    (meters)     371.     (feet)  VERTCON   
 OC2706  ___________________________________________________________________
 OC2706  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 OC2706  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 OC2706
 OC2706  HORZ ORDER  -  SECOND
 OC2706
 OC2706.The horizontal coordinates were established by classical geodetic methods
 OC2706.and adjusted by the National Geodetic Survey in March 1998..
 OC2706
 OC2706.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2706.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2706
 OC2706.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2706
 OC2706.The geoid height was determined by GEOID03.
 OC2706
 OC2706;                    North         East     Units Scale Factor Converg.
 OC2706;SPC ME W     -    97,334.611   850,914.212   MT  0.99999629   -0 25 15.0
 OC2706;UTM  19      - 4,840,957.818   356,936.977   MT  0.99985175   -1 13 37.9
 OC2706
 OC2706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2706!SPC ME W     -   0.99998650  x   0.99999629  =   0.99998279
 OC2706!UTM  19      -   0.99998650  x   0.99985175  =   0.99983825
 OC2706
 OC2706:                Primary Azimuth Mark                     Grid Az
 OC2706:SPC ME W     -  LIM                                      083 16 50.8
 OC2706:UTM  19      -  LIM                                      084 05 13.7
 OC2706
 OC2706|---------------------------------------------------------------------|
 OC2706| PID    Reference Object                     Distance      Geod. Az  |
 OC2706|                                                           dddmmss.s |
 OC2706| OC2704 LIM                                 APPROX. 2.6 KM 0825135.8 |
 OC2706|---------------------------------------------------------------------|
 OC2706
 OC2706                          SUPERSEDED SURVEY CONTROL
 OC2706
 OC2706  NAD 83(1992)-  43 42 28.27577(N)    070 46 32.52545(W) AD(       ) 2
 OC2706  NAD 83(1986)-  43 42 28.28319(N)    070 46 32.53094(W) AD(       ) 2
 OC2706  NAD 27      -  43 42 28.00547(N)    070 46 34.31206(W) AD(       ) 2
 OC2706  NGVD 29 (07/19/86)  113.2    (m)          371.     (f) VERT ANG       
 OC2706
 OC2706.Superseded values are not recommended for survey control.
 OC2706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2706.See file dsdata.txt to determine how the superseded data were derived.
 OC2706
 OC2706_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ5693740958(NAD 83)
 OC2706_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OC2706_SETTING: 80 = SET IN A BOULDER
 OC2706_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 OC2706_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OC2706+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2005
 OC2706
 OC2706  HISTORY     - Date     Condition        Report By
 OC2706  HISTORY     - 1976     MONUMENTED       NGS
 OC2706  HISTORY     - 20050905 GOOD             GEOCAC
 OC2706
 OC2706                          STATION DESCRIPTION
 OC2706
 OC2706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2706'THIS STATION WAS ESTABLISHED BY AN EDM MEASUREMENT FROM
 OC2706'TRIANGULATION STATION LIM. SEE DESCRIPTION THEREOF.
 OC2706'
 OC2706'DESCRIBED BY JERRY E. ELLINGWOOD.
 OC2706'
 OC2706'THE HEIGHT OF LIGHT ABOVE THE STATION WAS 1.0 METER.
 OC2706
 OC2706                          STATION RECOVERY (2005)
 OC2706
 OC2706'RECOVERY NOTE BY GEOCACHING 2005 (JKS)
 OC2706'RECOVERED AT THE DESCRIBED LOCATION IN GOOD CONDITION. THE WITNESS
 OC2706'POST IS INTACT. THE MARK IS UNDER SOME JUNIPER BUSHES. STAMPED, LIM
 OC2706'1976. SUBMITTED BY J.K. SNYDER
 OC2706' 
 OC2706' 
 OC2706' 
 OC2706' 
 OC2706' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0141 ***********************************************************************
 RF0141  FBN         -  This is a Federal Base Network Control Station.
 RF0141  DESIGNATION -  LIME
 RF0141  PID         -  RF0141
 RF0141  STATE/COUNTY-  ME/AROOSTOOK
 RF0141  USGS QUAD   -  LUDLOW (1986)
 RF0141
 RF0141                         *CURRENT SURVEY CONTROL
 RF0141  ___________________________________________________________________
 RF0141* NAD 83(1996)-  46 08 00.59799(N)    068 04 55.24260(W)     ADJUSTED  
 RF0141* NAVD 88     -       216.193  (meters)     709.29   (feet)  ADJUSTED  
 RF0141  ___________________________________________________________________
 RF0141  X           -   1,652,792.820 (meters)                     COMP
 RF0141  Y           -  -4,107,724.329 (meters)                     COMP
 RF0141  Z           -   4,575,681.728 (meters)                     COMP
 RF0141  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 RF0141  ELLIP HEIGHT-         192.42  (meters)          (04/26/01) GPS OBS
 RF0141  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 RF0141  DYNAMIC HT  -         216.202 (meters)     709.32  (feet)  COMP
 RF0141  MODELED GRAV-     980,650.7   (mgal)                       NAVD 88
 RF0141
 RF0141  HORZ ORDER  -  A
 RF0141  VERT ORDER  -  FIRST     CLASS II
 RF0141  ELLP ORDER  -  FOURTH    CLASS I
 RF0141
 RF0141.The horizontal coordinates were established by GPS observations
 RF0141.and adjusted by the National Geodetic Survey in July 1997..
 RF0141
 RF0141.The orthometric height was determined by differential leveling
 RF0141.and adjusted by the National Geodetic Survey in June 1991..
 RF0141.WARNING-Repeat measurements at this control monument indicate possible
 RF0141.vertical movement.
 RF0141
 RF0141.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RF0141
 RF0141.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0141
 RF0141.The ellipsoidal height was determined by GPS observations
 RF0141.and is referenced to NAD 83.
 RF0141
 RF0141.The geoid height was determined by GEOID03.
 RF0141
 RF0141.The dynamic height is computed by dividing the NAVD 88
 RF0141.geopotential number by the normal gravity value computed on the
 RF0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0141.degrees latitude (g = 980.6199 gals.).
 RF0141
 RF0141.The modeled gravity was interpolated from observed gravity values.
 RF0141
 RF0141;                    North         East     Units Scale Factor Converg.
 RF0141;SPC ME E     -   274,196.222   332,297.543   MT  0.99991282   +0 18 04.9
 RF0141;UTM  19      - 5,109,289.935   570,910.688   MT  0.99966181   +0 39 42.7
 RF0141
 RF0141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0141!SPC ME E     -   0.99996984  x   0.99991282  =   0.99988266
 RF0141!UTM  19      -   0.99996984  x   0.99966181  =   0.99963166
 RF0141
 RF0141|---------------------------------------------------------------------|
 RF0141| PID    Reference Object                     Distance      Geod. Az  |
 RF0141|                                                           dddmmss.s |
 RF0141| RF0140 LIME RM 1                            10.854 METERS 17610     |
 RF0141| RF0705 SMYRNA MILLS ST HWY RAD MAST        APPROX. 3.4 KM 3435507.5 |
 RF0141| RF0142 LIME RM 2                            10.964 METERS 35941     |
 RF0141|---------------------------------------------------------------------|
 RF0141
 RF0141                          SUPERSEDED SURVEY CONTROL
 RF0141
 RF0141  ELLIP H (07/24/97)  192.41   (m)                       GP(       ) 2 1
 RF0141  NAD 83(1992)-  46 08 00.59775(N)    068 04 55.24266(W) AD(1995.00) 1
 RF0141  ELLIP H (04/19/96)  192.40   (m)                       GP(1995.00) 1 1
 RF0141  NAD 83(1992)-  46 08 00.59443(N)    068 04 55.24189(W) AD(       ) A
 RF0141  ELLIP H (07/31/92)  192.50   (m)                       GP(       ) 1 1
 RF0141  NAD 83(1986)-  46 08 00.59823(N)    068 04 55.26127(W) AD(       ) 2
 RF0141  NAD 27      -  46 08 00.40750(N)    068 04 57.17790(W) AD(       ) 2
 RF0141  NAVD 88 (04/16/93)  216.19   (m)          709.3    (f) LEVELING    3  
 RF0141  NGVD 29 (??/??/92)  216.367  (m)          709.86   (f) ADJ UNCH    1 2
 RF0141
 RF0141.Superseded values are not recommended for survey control.
 RF0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0141.See file dsdata.txt to determine how the superseded data were derived.
 RF0141
 RF0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM7091109290(NAD 83)
 RF0141_MARKER: DS = TRIANGULATION STATION DISK
 RF0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0141_SP_SET: CONCRETE POST
 RF0141_STAMPING: LIME 1959
 RF0141_MARK LOGO: CGS   
 RF0141_MAGNETIC: N = NO MAGNETIC MATERIAL
 RF0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0141+STABILITY: SURFACE MOTION
 RF0141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RF0141+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2000
 RF0141
 RF0141  HISTORY     - Date     Condition        Report By
 RF0141  HISTORY     - 1959     MONUMENTED       CGS
 RF0141  HISTORY     - 1959     GOOD             CGS
 RF0141  HISTORY     - 1971     SEE DESCRIPTION  MEDT
 RF0141  HISTORY     - 1976     SEE DESCRIPTION  NGS
 RF0141  HISTORY     - 1978     GOOD             NGS
 RF0141  HISTORY     - 1981     GOOD             MEDT
 RF0141  HISTORY     - 1985     GOOD             NGS
 RF0141  HISTORY     - 1985     GOOD             NGS
 RF0141  HISTORY     - 19881201 GOOD             NGS
 RF0141  HISTORY     - 19890110 GOOD
 RF0141  HISTORY     - 19900517 GOOD             NGS
 RF0141  HISTORY     - 19920629 GOOD             NGS
 RF0141  HISTORY     - 19951014 GOOD             CHANCE
 RF0141  HISTORY     - 19961008 GOOD             MEDT
 RF0141  HISTORY     - 20000410 GOOD             NGS
 RF0141
 RF0141                          STATION DESCRIPTION
 RF0141
 RF0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (HRL)
 RF0141'STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF OAKFIELD, ABOUT
 RF0141'4 MILES SOUTH OF SMYRNA MILLS AND ABOUT 1/2 MILE SOUTHWEST OF
 RF0141'LIMESTONE BROOK.  STATION, A STANDARD DISK SET IN A 12X12 INCH
 RF0141'CONCRETE MONUMENT AND STAMPED LIME 1959 IS 26 FEET EAST OF THE
 RF0141'APPROXIMATE CENTERLINE OF ROAD, 60-1/2 FEET SOUTH OF DRIVEWAY
 RF0141'AND 6 FEET WEST OF WITNESS POST.  THE MARK PROJECTS 4 INCHES.
 RF0141'
 RF0141'TO REACH FROM THE POST OFFICE IN SMYRNA MILLS, GO EASTERLY
 RF0141'ON U.S. HIGHWAY NO. 2 FOR 4.3 MILES TO A SIDE ROAD RIGHT.  TURN
 RF0141'RIGHT AND GO SOUTHERLY ON SURFACED ROAD FOR 0.8 MILE TO
 RF0141'STATION ON LEFT (EAST) SIDE OF ROAD NEAR DRIVEWAY TO WHITE HOUSE.
 RF0141'
 RF0141'REFERENCE MARK NO. 1, A STANDARD DISK SET IN A 12X12 INCH
 RF0141'CONCRETE MONUMENT AND STAMPED LIME NO 1 1959 IS 25 FEET EAST OF
 RF0141'APPROXIMATE CENTERLINE OF ROAD AND 35-1/2 FEET SOUTH OF WITNESS
 RF0141'POST.  THE MARK PROJECTS 3 INCHES.
 RF0141'
 RF0141'REFERENCE MARK NO. 2, A STANDARD DISK SET IN A 12X12 INCH
 RF0141'CONCRETE MONUMENT AND STAMPED LIME NO 2 1959 IS 26 FEET EAST
 RF0141'OF APPROXIMATE CENTERLINE OF ROAD AND 25 FEET SOUTH OF APPROXIMATE
 RF0141'CENTERLINE OF DRIVEWAY.  THE MARK PROJECTS 3 INCHES.
 RF0141'
 RF0141'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 RF0141
 RF0141                          STATION RECOVERY (1959)
 RF0141
 RF0141'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 RF0141'4.8 MI NE FROM OAKFIELD.
 RF0141'4.85 MILES NORTHEAST ALONG AN ASPHALT ROAD FROM THE BANGOR AND
 RF0141'AROOSTOOK RAILROAD OVERPASS AT OAKFIELD, 0.7 MILE NORTH OF A
 RF0141'RAILROAD CROSSING, 26 FEET EAST OF THE APPROXIMATE CENTERLINE
 RF0141'OF ROAD, 60 1/2 FEET SOUTH OF DRIVEWAY, 6 FEET WEST OF WITNESS
 RF0141'POST, SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 RF0141'THE GROUND, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
 RF0141
 RF0141                          STATION RECOVERY (1971)
 RF0141
 RF0141'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1971 (BJR)
 RF0141'STATION LIME RECOVERED AS DESCRIBED.  R.M. 1 AND R.M. 2 NO ATTEMPT
 RF0141'WAS MADE TO RECOVER STATIONS.
 RF0141
 RF0141                          STATION RECOVERY (1976)
 RF0141
 RF0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 RF0141'STATION NOT OCCUPIED AT THIS TIME
 RF0141'
 RF0141'STATION MARK, REFERENCE MARK 1 AND 2 WERE RECOVERED IN GOOD
 RF0141'CONDITION.
 RF0141'
 RF0141'STATION IS LOCATED ABOUT 4 MILES SOUTH OF SMYRNA MILLS, ABOUT
 RF0141'4 MILES NORTHEAST OF OAK FIELD, ABOUT 1/2 MILE SOUTHWEST OF
 RF0141'LIMESTONE BROOK AND IS ON THE EAST SIDE OF ROAD IN RIGHT-OF-WAY.
 RF0141'
 RF0141'TO REACH THE STATION FROM THE POST OFFICE SMYRNA MILLS, GO
 RF0141'EASTERLY ON U.S. HIGHWAY 2 FOR 4.2 MILES TO A SIDE ROAD RIGHT,
 RF0141'GO SOUTHERLY ON SURFACED ROAD FOR 0.6 MILE TO JUNCTION OF
 RF0141'INTERSTATE HIGHWAY 95, CONTINUE SOUTH FOR 0.2 MILE TO THE
 RF0141'STATION ON THE LEFT.
 RF0141'
 RF0141'STATION MARK IS A STANDARD DISK SET IN TOP OF A 12 INCH
 RF0141'SQUARE CONCRETE MONUMENT PROJECTING ABOUT 3 INCHES ABOVE GROUND
 RF0141'AND IS STAMPED LIME 1958.  IT IS 60 FEET SOUTH OF CENTER OF
 RF0141'DRIVEWAY TO FARM, 29 FEET SOUTH OF POWER POLE 35/13, 26 FEET
 RF0141'EAST OF CENTER OF ROAD AND 6 FEET WEST OF WITNESS POST.
 RF0141'
 RF0141'REFERENCE MARK 1 IS A STANDARD DISK SET TOP OF A 12 INCH SQUARE
 RF0141'CONCRETE MONUMENT PROJECTING ABOUT 3 INCHES ABOVE GROUND AND
 RF0141'IS STAMPED LIME NO 1 1958.  IT IS 64.5 FEET SOUTH OF POWER POLE
 RF0141'35/13, 35 FEET SOUTH OF WITNESS POST AND 25 FEET EAST OF CENTER
 RF0141'OF ROAD.
 RF0141'
 RF0141'REFERENCE MARK 2 IS A STANDARD DISK SET IN TOP OF A 12 INCH
 RF0141'SQUARE CONCRETE MONUMENT PROJECTING ABOUT 3 INCHES
 RF0141'ABOVE GROUND AND IS STAMPED LIME NO 2 1958.  IT IS 26 FEET
 RF0141'EAST OF CENTER OF ROAD, 25 FEET SOUTH OF CENTER OF DRIVEWAY AND
 RF0141'7 FEET NORTH OF POWER POLE 35/13.
 RF0141'
 RF0141'NO AZIMUTH MARK AT THIS STATION.
 RF0141'
 RF0141'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RF0141'4 MILES SOUTH OF SMYRNA MILLS.
 RF0141
 RF0141                          STATION RECOVERY (1978)
 RF0141
 RF0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 RF0141'RECOVERED IN GOOD CONDITION.
 RF0141
 RF0141                          STATION RECOVERY (1981)
 RF0141
 RF0141'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1981 (BJR)
 RF0141'LIME - 1959 RECOVERED GOOD.
 RF0141'
 RF0141'LIME NO. 1 - 1959 RECOVERED GOOD.
 RF0141'
 RF0141'LIME NO. 2 - 1959 RECOVERED GOOD.
 RF0141'
 RF0141'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3.5 MI.
 RF0141'EAST-SOUTHEAST OF SMYRNA MILLS.
 RF0141
 RF0141                          STATION RECOVERY (1985)
 RF0141
 RF0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (MRM)
 RF0141'THE STATION WAS RECOVERED AT THIS DATE.
 RF0141'REFERENCE MARKS WERE NOT SEARCHED FOR AT THIS DATE.
 RF0141'
 RF0141'THE STATION IS LOCATED ABOUT 6.4 KM (4 MI) SOUTH OF SMYRNA MILLS,
 RF0141'6.4 KM (4 MI) NORTHEAST OF OAKFIELD, AT THE NORTHWEST CORNER OF AN
 RF0141'OPEN FIELD.
 RF0141'OWNERSHIP--ROAD RIGHT-OF-WAY.
 RF0141'
 RF0141'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 AND
 RF0141'STATE HIGHWAY 2 (EXIT 61) WHICH IS ABOUT 16.9 KM (10.5 MI) WEST OF
 RF0141'HOULTON, GO WEST FOR 1.8 KM (1.1 MI) ON HIGHWAY 2 TO A PAVED ROAD
 RF0141'LEFT.
 RF0141'TURN LEFT AND GO SOUTH FOR 1.0 KM (0.65 MI) ON THE PAVED ROAD TO
 RF0141'THE EASTBOUND LANES OF HIGHWAY 95.  CONTINUE AHEAD FOR 0.2 KM (0.15
 RF0141'MI) ON THE PAVED ROAD TO A DRIVEWAY LEFT, LEADING TO A FRAME HOUSE,
 RF0141'AND THE STATION ON THE LEFT.
 RF0141'
 RF0141'THE STATION IS A STANDARD CGS DISK
 RF0141'STAMPED---LIME 1959---,
 RF0141'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 RF0141'30 CM ON SIDE PROJECTING 7 CM ABOVE GROUND.  LOCATED
 RF0141'18.5 METERS (60.7 FT) SOUTH FROM THE APPROXIMATE CENTER OF THE
 RF0141'DRIVEWAY,
 RF0141'9.0 METERS (29.5 FT) SOUTH FROM UTILITY POLE NUMBER 35 11,
 RF0141'7.6 METERS (25 FT) EAST FROM THE APPROXIMATE CENTER OF THE PAVED
 RF0141'ROAD,
 RF0141'0.8 METERS (2.6 FT) EAST FROM A METAL WITNESS POST AND
 RF0141'ABOUT 0.5 METERS (1.6 FT) HIGHER THAN THE PAVED ROAD.
 RF0141'NOTE, THE 1959 DESCRIPTION INDICATES AN UNDERGROUND MARK.
 RF0141'
 RF0141'FAA AIRPORT SURVEYS, MAINE, OCTOBER-NOVEMBER 1985.
 RF0141'
 RF0141'THIS STATION SUITABLE FOR GPS SURVEYS.
 RF0141'
 RF0141'DESCRIBED BY G.R. HEID.
 RF0141
 RF0141                          STATION RECOVERY (1985)
 RF0141
 RF0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 RF0141'STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 RF0141'CONDITION.  NO AZIMUTH MARK FOR THIS STATION.  IT IS ON ROAD
 RF0141'RIGHT-OF-WAY AT NORTHWEST CORNER OF AN OPEN FIELD.
 RF0141'
 RF0141'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 AND
 RF0141'STATE HIGHWAY 2 ABOUT 17 KM (10.5 MI) WEST OF HOULTON,
 RF0141'GO WEST ON HIGHWAY 2 FOR 1.71 KM (1.1 MI) TO A PAVED
 RF0141'ROAD LEFT.  TURN LEFT, SOUTH, FOR 1.05 KM (0.65 MI) TO THE
 RF0141'EASTBOUND LANES OF HIGHWAY 95.  CONTINUE AHEAD FOR 0.23 KM
 RF0141'(0.15 MI) TO A DRIVEWAY LEFT TO A FRAME HOUSE AND THE STATION
 RF0141'ON THE LEFT.
 RF0141'
 RF0141'STATION MARK PROJECTS 7 CM.  IT IS 0.8 METER EAST OF A
 RF0141'METAL WITNESS POST, 7.6 METER EAST OF, AND 0.5 METER
 RF0141'HIGHER THAT THE ROAD CENTER, 9.0 METERS SOUTH OF UTILITY
 RF0141'POLE 35 11, 18.5 METERS SOUTH OF THE DRIVEWAY CENTER.
 RF0141'
 RF0141'REFERENCE MARK 1 PROJECTS 2 CM.  IT IS 10.85 METERS SOUTH
 RF0141'OF THE STATION, 8.1 METERS EAST OF AND 0.5 METER ABOVE THE
 RF0141'ROAD CENTER, 19.9 METERS SOUTH OF THE UTILITY POLE,
 RF0141'29.2 METERS SOUTH OF DRIVEWAY CENTER.
 RF0141'
 RF0141'REFERENCE MARK 2 PROJECTS 1 CM. IT IS 10.96 METERS NORTH
 RF0141'OF THE STATION, 7.7 METERS EAST OF, AND 0.3 METERS ABOVE
 RF0141'ROAD CENTER, 7.4 METERS SOUTH OF THE DRIVEWAY CENTER, AND
 RF0141'2.0 METERS NORTH OF THE UTILITY POLE.
 RF0141'
 RF0141'GOOD GPS STATION.
 RF0141'
 RF0141'THE STATION IS RECOVERED AS DESCRIBED.
 RF0141
 RF0141                          STATION RECOVERY (1988)
 RF0141
 RF0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 RF0141'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW AND COMPLETE
 RF0141'DESCRIPTION FOLLOWS.
 RF0141'THE STATION IS LOCATED ABOUT 6.4 KM (4.00 MI) SOUTH OF SMYRNA MILLS,
 RF0141'6.4 KM (4.00 MI) NORTHEAST OF OAKFIELD, AT THE NORTHWEST CORNER OF AN
 RF0141'OPEN FIELD IN THE ROAD RIGHT-OF-WAY.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 RF0141'(NEARBY HOUSE OCCUPIED BY MR WILLIAM BROWN, PHONE 207-757-8649.)
 RF0141'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 AND
 RF0141'STATE HIGHWAT 2 (EXIT 61) WHICH IS ABOUT 16.9 KM (10.50 MI) WEST OF
 RF0141'HOULTON, GO WEST FROM THE INTERSTATE UNDERPASS FOR 1.8 KM (1.10 MI) ON
 RF0141'HIGHWAY 2 TO A PAVED ROAD LEFT AND SIGN FOR OAKFIELD.  TURN LEFT AND
 RF0141'GO SOUTH FOR 1.0 KM (0.60 MI) ON THE PAVED ROAD TO THE UNDERPASSES FOR
 RF0141'INTERSATE HIGHWAY 95.  CONTINUE AHEAD FOR 0.2 KM (0.10 MI) ON THE
 RF0141'PAVED ROAD TO A DRIVEWAY LEFT, LEADING TO A FRAME HOUSE, AND THE
 RF0141'STATION JUST AHEAD ON THE LEFT.
 RF0141'THE STATION IS A STANDARD CGS TRIANGULATION STATION DISK SET INTO THE
 RF0141'TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON SIDE PROJECTING 7 CM ABOVE
 RF0141'GROUND.  LOCATED 18.5 M (60.7 FT) SOUTH FROM THE APPROXIMATE CENTER OF
 RF0141'THE DRIVEWAY, 9.0 M (29.5 FT) SOUTH FROM UTILITY POLE NUMBER 35 11,
 RF0141'7.6 M (24.9 FT) EAST FROM THE APPROXIMATE CENTER OF THE PAVED ROAD,
 RF0141'0.67 M (2.2 FT) EAST FROM A METAL WITNESS POST AND ABOUT 0.5 M
 RF0141'(1.6 FT) HIGHER THAN PAVED ROAD.  (THE 1959 DESCRIPTION INDICATES AN
 RF0141'UNDERGROUND MARK.)
 RF0141'SOUTHEAST MAINE SUBSIDENCE NETWORK, OCTOBER 1988.
 RF0141'DESCRIBED BY G.R. HEID.
 RF0141
 RF0141                          STATION RECOVERY (1989)
 RF0141
 RF0141'RECOVERED 1989
 RF0141'RECOVERED IN GOOD CONDITION.
 RF0141
 RF0141                          STATION RECOVERY (1990)
 RF0141
 RF0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 RF0141'RECOVERED IN GOOD CONDITION.
 RF0141
 RF0141                          STATION RECOVERY (1992)
 RF0141
 RF0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 RF0141'THE STATION IS LOCATED ABOUT 6.4 KM (3.95 MI) SOUTH OF SMYRNA MILLS,
 RF0141'6.4 KM (3.95 MI) NORTHEAST OF OAKFIELD, AT THE NORTHWEST CORNER OF AN
 RF0141'OPEN FIELD, IN THE ROAD RIGHT-OF-WAY.  OWNERSHIP--HIGHWAY
 RF0141'RIGHT-OF-WAY, NEARBY HOUSE OCCUPIED BY W. BROWN, PHONE 207-757-8649.
 RF0141'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 AND
 RF0141'STATE HIGHWAY 2 (EXIT 61), WHICH IS ABOUT 16.9 KM (10.50 MI) WEST OF
 RF0141'HOULTON, GO WEST FROM THE INTERSTATE UNDERPASS ON HIGHWAY 2 FOR 1.8
 RF0141'KM (1.10 MI) TO A PAVED ROAD LEFT AND SIGN FOR OAKFIELD.  TURN LEFT
 RF0141'AND GO SOUTH 1.0 KM (0.60 MI) ON PAVED ROAD TO THE UDERPASSES FOR
 RF0141'INTERSTATE 95.  CONTINUE AHEAD FOR 0.2 KM (0.10 MI) ON THE ROAD TO A
 RF0141'DRIVEWAY LEFT LEADING TO A FRAME HOUSE AND THE STATION JUST AHEAD ON
 RF0141'THE LEFT.
 RF0141'LOCATED 18.5 M (60.7 FT) SOUTH FROM THE APPROXIMATE CENTER OF THE
 RF0141'DRIVEWAY, 9.0 M (29.5 FT) SOUTH FROM THE UTILITY POLE NUMBER 35 11,
 RF0141'7.6 M (24.9 FT) EAST FROM THE CENTERLINE OF THE PAVED ROAD, 0.67 M
 RF0141'(2.20 FT) EAST FROM A METAL WITNESS POST AND ABOUT 0.5 M (1.6 FT)
 RF0141'HIGHER THAN THE ROAD.
 RF0141'NOTE, THE 1959 DESCRIPTION INDICATES AN UNDERGROUND MARK.
 RF0141
 RF0141                          STATION RECOVERY (1995)
 RF0141
 RF0141'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KB)
 RF0141'RECOVERED AS DESCRIBED.
 RF0141
 RF0141                          STATION RECOVERY (1996)
 RF0141
 RF0141'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1996 (GLL)
 RF0141'RECOVERED AS DESCRIBED.
 RF0141
 RF0141                          STATION RECOVERY (2000)
 RF0141
 RF0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 RF0141'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0140 ***********************************************************************
 RF0140  DESIGNATION -  LIME RM 1
 RF0140  PID         -  RF0140
 RF0140  STATE/COUNTY-  ME/AROOSTOOK
 RF0140  USGS QUAD   -  LUDLOW (1986)
 RF0140
 RF0140                         *CURRENT SURVEY CONTROL
 RF0140  ___________________________________________________________________
 RF0140* NAD 83(1986)-  46 08 02.     (N)    068 04 54.     (W)     SCALED    
 RF0140* NAVD 88     -       216.267  (meters)     709.54   (feet)  ADJUSTED  
 RF0140  ___________________________________________________________________
 RF0140  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 RF0140  DYNAMIC HT  -         216.276 (meters)     709.57  (feet)  COMP
 RF0140  MODELED GRAV-     980,650.8   (mgal)                       NAVD 88
 RF0140
 RF0140  VERT ORDER  -  FIRST     CLASS II
 RF0140
 RF0140.The horizontal coordinates were scaled from a topographic map and have
 RF0140.an estimated accuracy of +/- 6 seconds.
 RF0140
 RF0140.The orthometric height was determined by differential leveling
 RF0140.and adjusted by the National Geodetic Survey in June 1991..
 RF0140
 RF0140.The geoid height was determined by GEOID03.
 RF0140
 RF0140.The dynamic height is computed by dividing the NAVD 88
 RF0140.geopotential number by the normal gravity value computed on the
 RF0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0140.degrees latitude (g = 980.6199 gals.).
 RF0140
 RF0140.The modeled gravity was interpolated from observed gravity values.
 RF0140
 RF0140;                    North         East    Units  Estimated Accuracy
 RF0140;SPC ME E     -   274,240.      332,320.      MT  (+/- 180 meters Scaled)
 RF0140
 RF0140                          SUPERSEDED SURVEY CONTROL
 RF0140
 RF0140  NGVD 29 (??/??/92)  216.434  (m)          710.08   (f) ADJ UNCH    1 2
 RF0140
 RF0140.Superseded values are not recommended for survey control.
 RF0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0140.See file dsdata.txt to determine how the superseded data were derived.
 RF0140
 RF0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM709093(NAD 83)
 RF0140_MARKER: DR = REFERENCE MARK DISK
 RF0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RF0140_STAMPING: LIME NO 1 1959
 RF0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0140+STABILITY: SURFACE MOTION
 RF0140
 RF0140  HISTORY     - Date     Condition        Report By
 RF0140  HISTORY     - 1959     MONUMENTED       CGS
 RF0140  HISTORY     - 1978     GOOD             NGS
 RF0140
 RF0140                          STATION DESCRIPTION
 RF0140
 RF0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RF0140'4.8 MI NE FROM OAKFIELD.
 RF0140'4.85 MILES NORTHEAST ALONG AN ASPHALT ROAD FROM THE BANGOR AND
 RF0140'AROOSTOOK RAILROAD OVERPASS AT OAKFIELD, 0.7 MILE NORTH OF A
 RF0140'RAILROAD CROSSING, 25 FEET EAST OF THE CENTERLINE OF THE ROAD,
 RF0140'35.6 FEET SOUTH OF THE WITNESS POST, SET IN TOP OF A CONCRETE POST
 RF0140'PROJECTING 3 INCHES ABOVE THE GROUND AND ABOUT 2 FEET ABOVE THE
 RF0140'LEVEL OF THE ROAD.
 RF0140
 RF0140                          STATION RECOVERY (1978)
 RF0140
 RF0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 RF0140'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0142 ***********************************************************************
 RF0142  DESIGNATION -  LIME RM 2
 RF0142  PID         -  RF0142
 RF0142  STATE/COUNTY-  ME/AROOSTOOK
 RF0142  USGS QUAD   -  LUDLOW (1986)
 RF0142
 RF0142                         *CURRENT SURVEY CONTROL
 RF0142  ___________________________________________________________________
 RF0142* NAD 83(1986)-  46 08 02.     (N)    068 04 54.     (W)     SCALED    
 RF0142* NAVD 88     -       215.910  (meters)     708.36   (feet)  ADJUSTED  
 RF0142  ___________________________________________________________________
 RF0142  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 RF0142  DYNAMIC HT  -         215.919 (meters)     708.39  (feet)  COMP
 RF0142  MODELED GRAV-     980,650.8   (mgal)                       NAVD 88
 RF0142
 RF0142  VERT ORDER  -  FIRST     CLASS II
 RF0142
 RF0142.The horizontal coordinates were scaled from a topographic map and have
 RF0142.an estimated accuracy of +/- 6 seconds.
 RF0142
 RF0142.The orthometric height was determined by differential leveling
 RF0142.and adjusted by the National Geodetic Survey in June 1991..
 RF0142
 RF0142.The geoid height was determined by GEOID03.
 RF0142
 RF0142.The dynamic height is computed by dividing the NAVD 88
 RF0142.geopotential number by the normal gravity value computed on the
 RF0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0142.degrees latitude (g = 980.6199 gals.).
 RF0142
 RF0142.The modeled gravity was interpolated from observed gravity values.
 RF0142
 RF0142;                    North         East    Units  Estimated Accuracy
 RF0142;SPC ME E     -   274,240.      332,320.      MT  (+/- 180 meters Scaled)
 RF0142
 RF0142                          SUPERSEDED SURVEY CONTROL
 RF0142
 RF0142  NGVD 29 (??/??/92)  216.078  (m)          708.92   (f) ADJ UNCH    1 2
 RF0142
 RF0142.Superseded values are not recommended for survey control.
 RF0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0142.See file dsdata.txt to determine how the superseded data were derived.
 RF0142
 RF0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM709093(NAD 83)
 RF0142_MARKER: DR = REFERENCE MARK DISK
 RF0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RF0142_STAMPING: LIME NO 2 1959
 RF0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0142+STABILITY: SURFACE MOTION
 RF0142
 RF0142  HISTORY     - Date     Condition        Report By
 RF0142  HISTORY     - 1959     MONUMENTED       CGS
 RF0142  HISTORY     - 1978     GOOD             NGS
 RF0142
 RF0142                          STATION DESCRIPTION
 RF0142
 RF0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RF0142'4.8 MI NE FROM OAKFIELD.
 RF0142'4.85 MILES NORTHEAST ALONG AN ASPHALT ROAD FROM THE BANGOR AND
 RF0142'AROOSTOOK RAILROAD OVERPASS AT OAKFIELD, 0.7 MILE NORTH OF A
 RF0142'RAILROAD CROSSING, 26 FEET EAST OF THE CENTERLINE OF THE ROAD,
 RF0142'25 FEET SOUTH OF APPROXIMATE CENTERLINE OF DRIVEWAY, 36 FEET
 RF0142'NORTH OF THE STATION, SET IN TOP OF A CONCRETE POST PROJECTING
 RF0142'3 INCHES ABOVE THE GROUND AND ABOUT 2 FEET ABOVE THE LEVEL OF
 RF0142'THE ROAD.
 RF0142
 RF0142                          STATION RECOVERY (1978)
 RF0142
 RF0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 RF0142'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1189 ***********************************************************************
 OC1189  DESIGNATION -  LIMERICK
 OC1189  PID         -  OC1189
 OC1189  STATE/COUNTY-  ME/YORK
 OC1189  USGS QUAD   -  KENNEBUNK (1983)
 OC1189
 OC1189                         *CURRENT SURVEY CONTROL
 OC1189  ___________________________________________________________________
 OC1189* NAD 83(1996)-  43 26 39.25416(N)    070 32 15.54394(W)     ADJUSTED  
 OC1189* NAVD 88     -        33.573  (meters)     110.15   (feet)  ADJUSTED  
 OC1189  ___________________________________________________________________
 OC1189  LAPLACE CORR-           3.88  (seconds)                    DEFLEC99
 OC1189  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 OC1189  DYNAMIC HT  -          33.568 (meters)     110.13  (feet)  COMP
 OC1189  MODELED GRAV-     980,474.9   (mgal)                       NAVD 88
 OC1189
 OC1189  HORZ ORDER  -  SECOND
 OC1189  VERT ORDER  -  SECOND    CLASS I
 OC1189
 OC1189.The horizontal coordinates were established by classical geodetic methods
 OC1189.and adjusted by the National Geodetic Survey in March 1998..
 OC1189
 OC1189.The orthometric height was determined by differential leveling
 OC1189.and adjusted by the National Geodetic Survey in June 1991..
 OC1189
 OC1189.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1189
 OC1189.The geoid height was determined by GEOID03.
 OC1189
 OC1189.The dynamic height is computed by dividing the NAVD 88
 OC1189.geopotential number by the normal gravity value computed on the
 OC1189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1189.degrees latitude (g = 980.6199 gals.).
 OC1189
 OC1189.The modeled gravity was interpolated from observed gravity values.
 OC1189
 OC1189;                    North         East     Units Scale Factor Converg.
 OC1189;SPC ME W     -    67,933.235   869,969.402   MT  0.99997776   -0 15 18.4
 OC1189;UTM  19      - 4,811,296.757   375,574.449   MT  0.99979044   -1 03 27.0
 OC1189
 OC1189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1189!SPC ME W     -   0.99999888  x   0.99997776  =   0.99997664
 OC1189!UTM  19      -   0.99999888  x   0.99979044  =   0.99978932
 OC1189
 OC1189:                Primary Azimuth Mark                     Grid Az
 OC1189:SPC ME W     -  HOOPER RESET                             010 35 33.9
 OC1189:UTM  19      -  HOOPER RESET                             011 23 42.5
 OC1189
 OC1189|---------------------------------------------------------------------|
 OC1189| PID    Reference Object                     Distance      Geod. Az  |
 OC1189|                                                           dddmmss.s |
 OC1189| OC2067 HOOPER RESET                        APPROX. 4.3 KM 0102015.5 |
 OC1189| OC2647 SACO YORK CABLE CORP ANTENNA        APPROX. 7.7 KM 0194504.0 |
 OC1189| CE8280 LIMERICK AZ MK                                     1463901.1 |
 OC1189| OC2064 KENNEBUNK MUNICIPAL STANDPIPE       APPROX. 7.0 KM 1870504.7 |
 OC1189| OC1190 LIMERICK RM 1                        23.894 METERS 22946     |
 OC1189| OC2526 SANFORD TV STA WMEG MAST            APPROX.21.8 KM 2620149.3 |
 OC1189| OC2527 SANFORD ATT MICROWAVE               APPROX.21.7 KM 2630554.9 |
 OC1189| OC1191 LIMERICK RM 2                        24.064 METERS 30512     |
 OC1189|---------------------------------------------------------------------|
 OC1189
 OC1189                          SUPERSEDED SURVEY CONTROL
 OC1189
 OC1189  NAD 83(1992)-  43 26 39.25287(N)    070 32 15.54509(W) AD(       ) 2
 OC1189  NAD 83(1986)-  43 26 39.25845(N)    070 32 15.55140(W) AD(       ) 2
 OC1189  NAD 27      -  43 26 38.95270(N)    070 32 17.36252(W) AD(       ) 2
 OC1189  NGVD 29 (??/??/92)   33.794  (m)          110.87   (f) ADJ UNCH    2 1
 OC1189
 OC1189.Superseded values are not recommended for survey control.
 OC1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1189.See file dsdata.txt to determine how the superseded data were derived.
 OC1189
 OC1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ7557411297(NAD 83)
 OC1189_MARKER: DD = SURVEY DISK
 OC1189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC1189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OC1189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC1189+STABILITY: SURFACE MOTION
 OC1189
 OC1189  HISTORY     - Date     Condition        Report By
 OC1189  HISTORY     - 1975     MONUMENTED       MEDT
 OC1189  HISTORY     - 1974     GOOD             MEDT
 OC1189
 OC1189                          STATION DESCRIPTION
 OC1189
 OC1189'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975 (RCA)
 OC1189'THE STATION IS LOCATED IN THE TOWN OF ARUNDEL, ON THE WEST SIDE
 OC1189'OF THE MAINE TURNPIKE, 4.2 MILES NORTH OF KENNEBUNK, 3.4 MILES EAST
 OC1189'OF ALEWIFE POND, 5.6 MILES SOUTHWEST OF BIDDEFORD AND ON PROPERTY
 OC1189'OWNED BY THE MAINE TURNPIKE AUTHORITY.
 OC1189'
 OC1189'TO REACH FROM THE OVERPASS OF STATE ROUTE 111 AT INTERCHANGE NUMBER
 OC1189'4 (BIDDEFORD-SANFORD) OF THE MAINE TURNPIKE, PROCEED SOUTHERLY
 OC1189'ALONG THE MAINE TURNPIKE 0.25 MILES TO THE BIDDEFORD-ALFRED
 OC1189'ROAD.  CONTINUE SOUTHERLY 0.95 MILES TO THE OLD ALFRED ROAD
 OC1189'OVERPASS, AND THEN 2.0 MILES SOUTHERLY ON THE MAINE TURNPIKE TO
 OC1189'THE STATION ON THE RIGHT.  THE STATION IS 0.05 MILES NORTH OF
 OC1189'THE LIMERICK ROAD OVERPASS.
 OC1189'
 OC1189'THE STATION MARK IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 OC1189'DISK STAMPED 1974 LIMERICK AND SET IN A 12-INCH CYLINDRICAL
 OC1189'CONCRETE POST.  IT IS 12 FEET SOUTH OF A WOODS LINE, 110 FEET
 OC1189'NORTH-NORTHEAST OF A TRIANGLE BLAZE ON AN 18 INCH PINE TREE, 131
 OC1189'FEET WEST OF THE CENTERLINE OF THE SOUTHBOUND LANE OF THE MAINE
 OC1189'TURNPIKE AND LEVEL WITH THE HIGHWAY.  THE UNDERGROUND-STATION
 OC1189'MARK IS AN ALUMINUM DISK STAMPED 1974 LIMERICK AND SET IN AN
 OC1189'IRREGULAR MASS OF CONCRETE 54 INCHES BELOW THE STATION MARK.
 OC1189'
 OC1189'REFERENCE MARK 1 IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 OC1189'DISK STAMPED RM 1 1974 LIMERICK AND SET IN A 12-INCH CYLINDRICAL
 OC1189'CONCRETE POST.  IT IS 33.5 FEET NORTH-EAST OF A TRIANGLE BLAZE ON
 OC1189'AN 18-INCH PINE TREE AND 161 FEET WEST OF THE CENTERLINE OF THE
 OC1189'SOUTHBOUND LANE OF THE MAINE TURNPIKE.
 OC1189'
 OC1189'REFERENCE MARK 2 IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 OC1189'DISK STAMPED RM 2 1974 LIMERICK AND SET IN A 12-INCH CYLINDRICAL
 OC1189'CONCRETE POST, PROJECTING 4 INCHES ABOVE THE GROUND.  IT IS 6
 OC1189'FEET EAST OF A WOODS LINE, 111 FEET NORTHWEST OF A TRIANGLE BLAZE
 OC1189'ON AN 18-INCH PINE TREE, 210 FEET WEST OF THE CENTERLINE OF THE
 OC1189'SOUTHBOUND LANE OF THE MAINE TURNPIKE AND 6 FEET BELOW THE LEVEL
 OC1189'OF THE HIGHWAY.
 OC1189'
 OC1189'THE AZIMUTH MARK IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 OC1189'DISK STAMPED AZI 1974 LIMERICK AND SET IN A 12-INCH CYLINDRICAL
 OC1189'CONCRETE POST, PROJECTING 6 INCHES ABOVE THE GROUND.  IT IS 1.5
 OC1189'FEET NORTHWEST OF A METAL WITNESS POST AND SIGN, 15 FEET SOUTHEAST
 OC1189'OF THE TOP OF A BANK AT THE WOODS LINE OF A PINE GROVE AND 8 FEET
 OC1189'ABOVE THE LEVEL OF THE HIGHWAY.
 OC1189'
 OC1189'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ACROSS
 OC1189'THE MAINE TURNPIKE AND PROCEED 0.1 MILES ACROSS A WASTE DUMP AREA
 OC1189'TO THE SOUTHEAST CORNER OF THE DUMP AREA.  THEN FOLLOW A TRACK
 OC1189'ROAD SOUTHEAST ABOUT 150 FEET TO A STEEP BANK AND PINE GROVE ON
 OC1189'THE LEFT.  THE MARK IS LOCATED 15.0 FEET FROM THE TOP OF THE
 OC1189'BANK.
 OC1189'
 OC1189'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 OC1189
 OC1189                          STATION RECOVERY (1974)
 OC1189
 OC1189'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 OC1189'3.55 MI SW FROM BIDDEFORD.
 OC1189'IN ARUNDEL ABOUT 3.55 MILES SOUTHWESTERLY ALONG THE MAINE TURNPIKE
 OC1189'SOUTHBOUND FROM TOLL GATE NO. 4 IN BIDDEFORD AND ABOUT 0.05 MILE
 OC1189'NORTHEAST OF THE LIMERICK ROAD OVERPASS CROSSING THE MAINE TURNPIKE, A
 OC1189'DISK SET FLUSH IN THE TOP OF A CONCRETE POST, FLUSH WITH THE GROUND,
 OC1189'158 FEET NORTHWEST OF A PAVED CROSSOVER BETWEEN THE NORTHBOUND AND
 OC1189'SOUTHBOUND LANES, 133 FEET NORTHWEST OF AND ABOUT LEVEL WITH THE
 OC1189'CENTERLINE OF THE MAINE TURNPIKE SOUTHBOUND, 86 FEET NORTHWEST OF
 OC1189'WOODS LINE, 17 FEET WEST OF THE CORNER OF WOODS, 64 FEET SOUTHEAST OF
 OC1189'R/W FENCE, AND 4 FEET NORTH OF NORTHERLY EDGE OF GRAVEL DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1190 ***********************************************************************
 OC1190  DESIGNATION -  LIMERICK RM 1
 OC1190  PID         -  OC1190
 OC1190  STATE/COUNTY-  ME/YORK
 OC1190  USGS QUAD   -  KENNEBUNK (1983)
 OC1190
 OC1190                         *CURRENT SURVEY CONTROL
 OC1190  ___________________________________________________________________
 OC1190* NAD 83(1986)-  43 26 36.     (N)    070 32 15.     (W)     SCALED    
 OC1190* NAVD 88     -        33.799  (meters)     110.89   (feet)  ADJUSTED  
 OC1190  ___________________________________________________________________
 OC1190  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 OC1190  DYNAMIC HT  -          33.794 (meters)     110.87  (feet)  COMP
 OC1190  MODELED GRAV-     980,474.8   (mgal)                       NAVD 88
 OC1190
 OC1190  VERT ORDER  -  SECOND    CLASS I
 OC1190
 OC1190.The horizontal coordinates were scaled from a topographic map and have
 OC1190.an estimated accuracy of +/- 6 seconds.
 OC1190
 OC1190.The orthometric height was determined by differential leveling
 OC1190.and adjusted by the National Geodetic Survey in June 1991..
 OC1190
 OC1190.The geoid height was determined by GEOID03.
 OC1190
 OC1190.The dynamic height is computed by dividing the NAVD 88
 OC1190.geopotential number by the normal gravity value computed on the
 OC1190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1190.degrees latitude (g = 980.6199 gals.).
 OC1190
 OC1190.The modeled gravity was interpolated from observed gravity values.
 OC1190
 OC1190;                    North         East    Units  Estimated Accuracy
 OC1190;SPC ME W     -    67,830.      869,980.      MT  (+/- 180 meters Scaled)
 OC1190
 OC1190                          SUPERSEDED SURVEY CONTROL
 OC1190
 OC1190  NGVD 29 (??/??/92)   34.020  (m)          111.61   (f) ADJ UNCH    2 1
 OC1190
 OC1190.Superseded values are not recommended for survey control.
 OC1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1190.See file dsdata.txt to determine how the superseded data were derived.
 OC1190
 OC1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ755111(NAD 83)
 OC1190_MARKER: DD = SURVEY DISK
 OC1190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC1190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OC1190_STAMPING: LIMERICK RM-1 1974
 OC1190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC1190+STABILITY: SURFACE MOTION
 OC1190
 OC1190  HISTORY     - Date     Condition        Report By
 OC1190  HISTORY     - 1974     MONUMENTED       MEDT
 OC1190
 OC1190                          STATION DESCRIPTION
 OC1190
 OC1190'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 OC1190'3.55 MI SW FROM BIDDEFORD.
 OC1190'IN ARUNDEL, ABOUT 3.55 MILES SOUTHWESTERLY ALONG THE MAINE TURNPIKE
 OC1190'SOUTHBOUND FROM TOLL GATE NO. 4 IN BIDDEFORD AND ABOUT 0.05 MILE
 OC1190'NORTHEAST OF THE LIMERICK ROAD OVERPASS CROSSING THE MAINE TURNPIKE, A
 OC1190'DISK SET FLUSH IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND,
 OC1190'162 FEET NORTHWEST OF THE CENTERLINE OF THE MAINE TURNPIKE SOUTHBOUND,
 OC1190'156 FEET EAST OF THE CENTERLINE OF LIMERICK ROAD, 34 FEET EAST OF A 22
 OC1190'INCH PINE TREE, 77 FEET SOUTHEAST OF THE WOODS LINE AND 78.42 FEET
 OC1190'WESTERLY FROM THE STATION MARK DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1191 ***********************************************************************
 OC1191  DESIGNATION -  LIMERICK RM 2
 OC1191  PID         -  OC1191
 OC1191  STATE/COUNTY-  ME/YORK
 OC1191  USGS QUAD   -  KENNEBUNK (1983)
 OC1191
 OC1191                         *CURRENT SURVEY CONTROL
 OC1191  ___________________________________________________________________
 OC1191* NAD 83(1986)-  43 26 36.     (N)    070 32 15.     (W)     SCALED    
 OC1191* NAVD 88     -        31.559  (meters)     103.54   (feet)  ADJUSTED  
 OC1191  ___________________________________________________________________
 OC1191  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 OC1191  DYNAMIC HT  -          31.554 (meters)     103.52  (feet)  COMP
 OC1191  MODELED GRAV-     980,474.8   (mgal)                       NAVD 88
 OC1191
 OC1191  VERT ORDER  -  SECOND    CLASS I
 OC1191
 OC1191.The horizontal coordinates were scaled from a topographic map and have
 OC1191.an estimated accuracy of +/- 6 seconds.
 OC1191
 OC1191.The orthometric height was determined by differential leveling
 OC1191.and adjusted by the National Geodetic Survey in June 1991..
 OC1191
 OC1191.The geoid height was determined by GEOID03.
 OC1191
 OC1191.The dynamic height is computed by dividing the NAVD 88
 OC1191.geopotential number by the normal gravity value computed on the
 OC1191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1191.degrees latitude (g = 980.6199 gals.).
 OC1191
 OC1191.The modeled gravity was interpolated from observed gravity values.
 OC1191
 OC1191;                    North         East    Units  Estimated Accuracy
 OC1191;SPC ME W     -    67,830.      869,980.      MT  (+/- 180 meters Scaled)
 OC1191
 OC1191                          SUPERSEDED SURVEY CONTROL
 OC1191
 OC1191  NGVD 29 (??/??/92)   31.780  (m)          104.26   (f) ADJ UNCH    2 1
 OC1191
 OC1191.Superseded values are not recommended for survey control.
 OC1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1191.See file dsdata.txt to determine how the superseded data were derived.
 OC1191
 OC1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ755111(NAD 83)
 OC1191_MARKER: DD = SURVEY DISK
 OC1191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC1191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OC1191_STAMPING: LIMERICK RM-2 1974
 OC1191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC1191+STABILITY: SURFACE MOTION
 OC1191
 OC1191  HISTORY     - Date     Condition        Report By
 OC1191  HISTORY     - 1974     MONUMENTED       MEDT
 OC1191
 OC1191                          STATION DESCRIPTION
 OC1191
 OC1191'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 OC1191'3.55 MI SW FROM BIDDEFORD.
 OC1191'IN ARUNDEL, ABOUT 3.55 MILES SOUTHWESTERLY ALONG THE MAINE TURNPIKE
 OC1191'SOUTHBOUND FROM TOLL GATE NO. 4 IN BIDDEFORD AND ABOUT 0.05 MILE
 OC1191'NORTHEAST OF THE LIMERICK ROAD OVERPASS CROSSING THE MAINE TURNPIKE, A
 OC1191'DISK SET FLUSH IN A CONCRETE POST PROJECTING 4 INCHES, 211 FEET
 OC1191'NORTHWEST OF AND 4.5 FEET BELOW THE CENTERLINE OF THE MAINE TURNPIKE
 OC1191'SOUTHBOUND, 36 FEET SOUTHEAST OF A TWIN 15 INCH AND 6 INCH CHERRY
 OC1191'TREE, 30 FEET NORTHWEST FROM THE TOP OF THE BANK, 13 FEET SOUTHEAST OF
 OC1191'THE WOODS LINE, 3 FEET SOUTH OF METAL FENCE AND 78.95 FEET NORTHWEST
 OC1191'OF THE STATION MARK DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0744 ***********************************************************************
 RE0744  DESIGNATION -  LIMESTONE GSC
 RE0744  PID         -  RE0744
 RE0744  STATE/COUNTY-  ME/AROOSTOOK
 RE0744  USGS QUAD   -  FORT FAIRFIELD NW (1978)
 RE0744
 RE0744                         *CURRENT SURVEY CONTROL
 RE0744  ___________________________________________________________________
 RE0744* NAD 83(1996)-  46 54 33.75067(N)    067 52 35.69138(W)     ADJUSTED  
 RE0744* NAVD 88     -       223.9    (meters)     735.     (feet)  VERTCON   
 RE0744  ___________________________________________________________________
 RE0744  LAPLACE CORR-           5.53  (seconds)                    DEFLEC99
 RE0744  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 RE0744
 RE0744  HORZ ORDER  -  SECOND
 RE0744
 RE0744.The horizontal coordinates were established by classical geodetic methods
 RE0744.and adjusted by the National Geodetic Survey in March 1998..
 RE0744
 RE0744.The NAVD 88 height was computed by applying the VERTCON shift value to
 RE0744.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RE0744
 RE0744.The Laplace correction was computed from DEFLEC99 derived deflections.
 RE0744
 RE0744.The geoid height was determined by GEOID03.
 RE0744
 RE0744;                    North         East     Units Scale Factor Converg.
 RE0744;SPC ME E     -   360,538.853   347,490.061   MT  0.99992771   +0 27 19.0
 RE0744;UTM  19      - 5,195,705.924   585,552.531   MT  0.99968996   +0 49 13.6
 RE0744
 RE0744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RE0744!SPC ME E     -   0.99996852  x   0.99992771  =   0.99989623
 RE0744!UTM  19      -   0.99996852  x   0.99968996  =   0.99965849
 RE0744
 RE0744:                Primary Azimuth Mark                     Grid Az
 RE0744:SPC ME E     -  CASWELL                                  016 35 42.6
 RE0744:UTM  19      -  CASWELL                                  016 13 48.0
 RE0744
 RE0744|---------------------------------------------------------------------|
 RE0744| PID    Reference Object                     Distance      Geod. Az  |
 RE0744|                                                           dddmmss.s |
 RE0744| SE0057 CASWELL                             APPROX.14.2 KM 0170301.6 |
 RE0744|---------------------------------------------------------------------|
 RE0744
 RE0744                          SUPERSEDED SURVEY CONTROL
 RE0744
 RE0744  NAD 83(1992)-  46 54 33.74816(N)    067 52 35.68798(W) AD(       ) 2
 RE0744  NAD 83(1986)-  46 54 33.74580(N)    067 52 35.68844(W) AD(       ) 2
 RE0744  NAD 27      -  46 54 33.59200(N)    067 52 37.61600(W) AD(       ) 2
 RE0744  NGVD 29 (07/19/86)  224.1    (m)          735.     (f) VERT ANG       
 RE0744
 RE0744.Superseded values are not recommended for survey control.
 RE0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0744.See file dsdata.txt to determine how the superseded data were derived.
 RE0744
 RE0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM8555395706(NAD 83)
 RE0744_MARKER: B = BOLT
 RE0744_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 RE0744_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 RE0744_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RE0744
 RE0744  HISTORY     - Date     Condition        Report By
 RE0744  HISTORY     - 1916     MONUMENTED       GSC
 RE0744
 RE0744                          STATION DESCRIPTION
 RE0744
 RE0744'DESCRIBED BY GEODETIC SURVEY OF CANADA 1916 (JLR)
 RE0744'IN LIMESTONE TOWNSHIP, ABOUT 2 MILES DUE WEST OF LIMESTONE VILLAGE
 RE0744'AND ONE - FOURTH MILE SOUTH OF THE SCHOOLHOUSE, IN AN OPEN FIELD
 RE0744'OWNED BY H SLOAN, OF LIMESTONE, ME.  THE STATION IS ON LEVEL GROUND,
 RE0744'ABOUT 450 FEET BACK OF THE BARN AND 42 FEET SOUTH OF THE CENTER OF A
 RE0744'LANE WHICH LEADS BACK FROM THE BARN.  THE DISTANCE FROM THE STATION TO
 RE0744'THE NORTHWEST CORNER OF THE BARN IS 437 FEET AND TO THE SOUTHWEST
 RE0744'CORNER OF THE POTATO HOUSE IS 458 FEET.
 RE0744'
 RE0744'STATION MARK--STANDARD COPPER BOLT OF THE GEODETIC SURVEY OF CANADA
 RE0744'SET IN AN IRREGULAR MASS OF CONCRETE WHOSE BOTTOM IS ABOUT 3-1/2 FEET
 RE0744'AND TOP ABOUT 1 FOOT BELOW THE SURFACE OF THE GROUND.  A PYRAMID OF
 RE0744'BOULDERS, RISING A FOOT OR TWO ABOVE THE SURFACE, WAS ERECTED OVER
 RE0744'THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1411 ***********************************************************************
 QG1411  DESIGNATION -  LINCOLN ATT MICROWAVE
 QG1411  PID         -  QG1411
 QG1411  STATE/COUNTY-  ME/PENOBSCOT
 QG1411  USGS QUAD   -  LINCOLN WEST (1988)
 QG1411
 QG1411                         *CURRENT SURVEY CONTROL
 QG1411  ___________________________________________________________________
 QG1411* NAD 83(1996)-  45 20 43.04247(N)    068 30 25.61192(W)     ADJUSTED  
 QG1411* NAVD 88     -                                                        
 QG1411  ___________________________________________________________________
 QG1411  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 QG1411  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 QG1411
 QG1411  HORZ ORDER  -  THIRD
 QG1411
 QG1411.The horizontal coordinates were established by classical geodetic methods
 QG1411.and adjusted by the National Geodetic Survey in March 1998..
 QG1411
 QG1411
 QG1411.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1411
 QG1411.The geoid height was determined by GEOID03.
 QG1411
 QG1411;                    North         East     Units Scale Factor Converg.
 QG1411;SPC ME E     -   186,513.518   299,442.485   MT  0.99990000   -0 00 18.2
 QG1411;UTM  19      - 5,021,427.005   538,612.887   MT  0.99961833   +0 21 02.2
 QG1411
 QG1411                          SUPERSEDED SURVEY CONTROL
 QG1411
 QG1411  NAD 83(1992)-  45 20 43.04147(N)    068 30 25.60997(W) AD(       ) 4
 QG1411  NAD 83(1986)-  45 20 43.04909(N)    068 30 25.61594(W) AD(       ) 4
 QG1411  NAD 27      -  45 20 42.84180(N)    068 30 27.52241(W) AD(       ) 3
 QG1411
 QG1411.Superseded values are not recommended for survey control.
 QG1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1411.See file dsdata.txt to determine how the superseded data were derived.
 QG1411
 QG1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL3861321427(NAD 83)
 QG1411_MARKER: 45 = MICROWAVE TOWER
 QG1411
 QG1411  HISTORY     - Date     Condition        Report By
 QG1411  HISTORY     - 1975     FIRST OBSERVED   NGS
 QG1411
 QG1411                          STATION DESCRIPTION
 QG1411
 QG1411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 QG1411'THE STATION IS A 143 FOOT MICROWAVE TOWER LOCATED ON FISH
 QG1411'HILL ABOUT 1 MILE SOUTH OF LINCOLN.
 QG1411'
 QG1411'THE POINT INTERSECTED IS THE TOP CENTER OF THE TOWER.  THE
 QG1411'TOWER IS ALTERNATINGLY RED AND WHITE.  IT IS OWNED BY
 QG1411'AMERICAN TELEPHONE AND TELEGRAPH COMPANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1409 ***********************************************************************
 QG1409  DESIGNATION -  LINCOLN EASTERN CORP TANK
 QG1409  PID         -  QG1409
 QG1409  STATE/COUNTY-  ME/PENOBSCOT
 QG1409  USGS QUAD   -  LINCOLN WEST (1988)
 QG1409
 QG1409                         *CURRENT SURVEY CONTROL
 QG1409  ___________________________________________________________________
 QG1409* NAD 83(1996)-  45 22 00.33216(N)    068 30 41.30336(W)     ADJUSTED  
 QG1409* NAVD 88     -                                                        
 QG1409  ___________________________________________________________________
 QG1409  LAPLACE CORR-           1.99  (seconds)                    DEFLEC99
 QG1409  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 QG1409
 QG1409  HORZ ORDER  -  THIRD
 QG1409
 QG1409.The horizontal coordinates were established by classical geodetic methods
 QG1409.and adjusted by the National Geodetic Survey in March 1998..
 QG1409
 QG1409
 QG1409.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1409
 QG1409.The geoid height was determined by GEOID03.
 QG1409
 QG1409;                    North         East     Units Scale Factor Converg.
 QG1409;SPC ME E     -   188,899.396   299,101.258   MT  0.99990001   -0 00 29.4
 QG1409;UTM  19      - 5,023,810.047   538,256.952   MT  0.99961799   +0 20 51.5
 QG1409
 QG1409                          SUPERSEDED SURVEY CONTROL
 QG1409
 QG1409  NAD 83(1992)-  45 22 00.33118(N)    068 30 41.30145(W) AD(       ) 4
 QG1409  NAD 83(1986)-  45 22 00.33784(N)    068 30 41.30816(W) AD(       ) 4
 QG1409  NAD 27      -  45 22 00.13500(N)    068 30 43.20800(W) AD(       ) 3
 QG1409
 QG1409.Superseded values are not recommended for survey control.
 QG1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1409.See file dsdata.txt to determine how the superseded data were derived.
 QG1409
 QG1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL3825723810(NAD 83)
 QG1409
 QG1409  HISTORY     - Date     Condition        Report By
 QG1409  HISTORY     - 1958     MONUMENTED       CGS
 QG1409  HISTORY     - 1975     SEE DESCRIPTION  NGS
 QG1409
 QG1409                          STATION DESCRIPTION
 QG1409
 QG1409'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 QG1409'THE STATION IS LOCATED ABOUT 1/4 MILE WEST OF THE CENTER OF
 QG1409'LINCOLN.  IT IS A FOUR LEGGED STEEL STRUCTURE APPROXIMATELY
 QG1409'175 FEET HIGH AND PAINTED SILVER.
 QG1409'
 QG1409'THE POINT INTERSECTED WAS THE VENT ON TOP OF TANK.
 QG1409
 QG1409                          STATION RECOVERY (1975)
 QG1409
 QG1409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 QG1409'THE STATION WAS RECOVERED AS DESCRIBED BY J.C. ELLERBEE IN 1958.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1410 ***********************************************************************
 QG1410  DESIGNATION -  LINCOLN ME CABLE TV TALL MAST
 QG1410  PID         -  QG1410
 QG1410  STATE/COUNTY-  ME/PENOBSCOT
 QG1410  USGS QUAD   -  LINCOLN WEST (1988)
 QG1410
 QG1410                         *CURRENT SURVEY CONTROL
 QG1410  ___________________________________________________________________
 QG1410* NAD 83(1996)-  45 20 42.98761(N)    068 30 29.81603(W)     ADJUSTED  
 QG1410* NAVD 88     -                                                        
 QG1410  ___________________________________________________________________
 QG1410  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 QG1410  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 QG1410
 QG1410  HORZ ORDER  -  THIRD
 QG1410
 QG1410.The horizontal coordinates were established by classical geodetic methods
 QG1410.and adjusted by the National Geodetic Survey in March 1998..
 QG1410
 QG1410
 QG1410.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1410
 QG1410.The geoid height was determined by GEOID03.
 QG1410
 QG1410;                    North         East     Units Scale Factor Converg.
 QG1410;SPC ME E     -   186,511.834   299,350.971   MT  0.99990001   -0 00 21.2
 QG1410;UTM  19      - 5,021,424.753   538,521.410   MT  0.99961824   +0 20 59.2
 QG1410
 QG1410                          SUPERSEDED SURVEY CONTROL
 QG1410
 QG1410  NAD 83(1992)-  45 20 42.98662(N)    068 30 29.81408(W) AD(       ) 4
 QG1410  NAD 83(1986)-  45 20 42.99375(N)    068 30 29.82087(W) AD(       ) 4
 QG1410  NAD 27      -  45 20 42.78665(N)    068 30 31.72658(W) AD(       ) 3
 QG1410
 QG1410.Superseded values are not recommended for survey control.
 QG1410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1410.See file dsdata.txt to determine how the superseded data were derived.
 QG1410
 QG1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL3852121425(NAD 83)
 QG1410_MARKER: 42 = RADIO/TV MAST
 QG1410
 QG1410  HISTORY     - Date     Condition        Report By
 QG1410  HISTORY     - 1975     FIRST OBSERVED   NGS
 QG1410
 QG1410                          STATION DESCRIPTION
 QG1410
 QG1410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 QG1410'THE STATION IS A 165 FOOT MAST LOCATED ON FISH HILL ABOUT
 QG1410'1 MILE SOUTH OF LINCOLN.
 QG1410'
 QG1410'THE POINT INTERSECTED WAS THE TOP CENTER OF THE MAST.  IT IS
 QG1410'OWNED BY MAINE CABLE TV COMPANY OF BANGOR, MAINE.  IT IS THE
 QG1410'TALLEST ONE OF SEVERAL MASTS LOCATED ON THE HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2457 ***********************************************************************
 PE2457  DESIGNATION -  LINDA
 PE2457  PID         -  PE2457
 PE2457  STATE/COUNTY-  ME/SAGADAHOC
 PE2457  USGS QUAD   -  BOWDOINHAM (1980)
 PE2457
 PE2457                         *CURRENT SURVEY CONTROL
 PE2457  ___________________________________________________________________
 PE2457* NAD 83(1996)-  44 04 41.43727(N)    069 52 30.59590(W)     ADJUSTED  
 PE2457* NAVD 88     -        60.1    (meters)     197.     (feet)  VERTCON   
 PE2457  ___________________________________________________________________
 PE2457  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 PE2457  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 PE2457
 PE2457  HORZ ORDER  -  SECOND
 PE2457
 PE2457.The horizontal coordinates were established by classical geodetic methods
 PE2457.and adjusted by the National Geodetic Survey in March 1998..
 PE2457
 PE2457.The NAVD 88 height was computed by applying the VERTCON shift value to
 PE2457.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PE2457
 PE2457.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2457
 PE2457.The geoid height was determined by GEOID03.
 PE2457
 PE2457;                    North         East     Units Scale Factor Converg.
 PE2457;SPC ME W     -   138,340.862   923,348.700   MT  0.99997337   +0 12 10.0
 PE2457;UTM  19      - 4,880,928.149   429,926.486   MT  0.99966039   -0 36 31.8
 PE2457
 PE2457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2457!SPC ME W     -   0.99999464  x   0.99997337  =   0.99996801
 PE2457!UTM  19      -   0.99999464  x   0.99966039  =   0.99965503
 PE2457
 PE2457:                Primary Azimuth Mark                     Grid Az
 PE2457:SPC ME W     -  LINDA AZ MK                              029 56 48.9
 PE2457:UTM  19      -  LINDA AZ MK                              030 45 30.7
 PE2457
 PE2457|---------------------------------------------------------------------|
 PE2457| PID    Reference Object                     Distance      Geod. Az  |
 PE2457|                                                           dddmmss.s |
 PE2457| CE8074 LINDA AZ MK                                        0300858.9 |
 PE2457| PE2456 LINDA PT A                            7.316 METERS 16816     |
 PE2457| CE8075 LINDA RM 1                           29.026 METERS 21109     |
 PE2457|---------------------------------------------------------------------|
 PE2457
 PE2457                          SUPERSEDED SURVEY CONTROL
 PE2457
 PE2457  NAD 83(1992)-  44 04 41.43607(N)    069 52 30.59528(W) AD(       ) 2
 PE2457  NAD 83(1986)-  44 04 41.44145(N)    069 52 30.60016(W) AD(       ) 2
 PE2457  NAD 27      -  44 04 41.16736(N)    069 52 32.43047(W) AD(       ) 2
 PE2457  NGVD 29 (07/19/86)   60.3    (m)          198.     (f) VERT ANG       
 PE2457
 PE2457.Superseded values are not recommended for survey control.
 PE2457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2457.See file dsdata.txt to determine how the superseded data were derived.
 PE2457
 PE2457_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ2992680928(NAD 83)
 PE2457_MARKER: DD = SURVEY DISK
 PE2457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE2457_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PE2457
 PE2457  HISTORY     - Date     Condition        Report By
 PE2457  HISTORY     - 1975     MONUMENTED       MEDT
 PE2457
 PE2457                          STATION DESCRIPTION
 PE2457
 PE2457'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975 (RCA)
 PE2457'THE STATION IS LOCATED IN THE TOWN OF BOWDOINHAM, ON THE EAST
 PE2457'SIDE OF THE RIDGE ROAD, ABOUT 3.5 MILES WEST-SOUTHWEST OF THE
 PE2457'TOWN OF RICHMOND, 4 MILES WEST OF SWAN ISLAND AND 4.5 MILES
 PE2457'NORTH-NORTHEAST OF BOWDOINHAM.
 PE2457'
 PE2457'TO REACH THE STATION FROM THE U.S. POST OFFICE IN RICHMOND, GO
 PE2457'WEST ON STATE ROUTE 197 FOR 2.15 MILES TO THE INTERSECTION OF
 PE2457'ROUTE NUMBER 197 AND THE CARDING MACHINE ROAD.  CONTINUE STRAIGHT
 PE2457'ON STATE ROUTE NUMBER 197 FOR 0.90 MILE TO THE INTERSECTION OF
 PE2457'STATE ROUTE NUMBER 197 AND RIDGE ROAD, TURN LEFT ONTO RIDGE ROAD
 PE2457'AND PROCEED SOUTH 0.60 MILE TO THE RICHMOND/BOWDOINHAM TOWNLINE,
 PE2457'CONTINUE SOUTH 1.55 MILES TO THE STATION MARK ON THE LEFT.
 PE2457'
 PE2457'THE STATION MARK IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 PE2457'DISC STAMPED LINDA 1974, SET IN A 12-INCH CYLINDRICAL CONCRETE
 PE2457'POST THAT IS FLUSH WITH THE GROUND.  NO SUBSURFACE MARK WAS SET
 PE2457'BECAUSE OF SUBSURFACE WATER.  IT IS 1.9 FEET NORTHWEST OF A
 PE2457'BARBED WIRE FENCE, 6.2 FEET NORTHEAST OF A METAL WITNESS POST,
 PE2457'19.6 FEET SOUTHEAST OF THE CENTERLINE OF THE RIDGE ROAD, AND
 PE2457'46.0 FEET SOUTHEAST OF POWER POLE NUMBER 30/33.
 PE2457'
 PE2457'THE AZIMUTH MARK IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 PE2457'DISC STAMPED AZ MK LINDA 1974, SET IN A CYLINDRICAL CONCRETE
 PE2457'POST THAT IS FLUSH WITH THE GROUND.  IT IS 2.6 FEET WEST OF A
 PE2457'30-INCH MAPLE TREE WITH A WITNESS SIGN, 18.3 FEET EAST OF THE
 PE2457'CENTERLINE OF THE RIDGE ROAD AND 58.5 FEET NORTHWEST OF THE
 PE2457'NORTHEAST CORNER OF A 1-1/2 STORY DWELLING.
 PE2457'
 PE2457'REFERENCE MARK 1 IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 PE2457'DISC STAMPED RM 1 LINDA 1974, SET IN A 12-INCH CYLINDRICAL
 PE2457'CONCRETE POST, THAT IS FLUSH WITH THE GROUND.  IT IS 1.9 FEET
 PE2457'NORTHWEST OF A BARBED WIRE FENCE, AND 19.3 FEET SOUTHEAST OF THE
 PE2457'CENTERLINE OF THE RIDGE ROAD.
 PE2457'
 PE2457'TO REACH THE AZIMUTH FROM THE STATION, GO NORTHERLY ON THE RIDGE
 PE2457'ROAD FOR 0.50 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 PE2457'
 PE2457'ONLY ONE REFERENCE MARK WAS SET AT THIS TIME.
 PE2457'
 PE2457'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0615 ***********************************************************************
 QF0615  DESIGNATION -  LINDSAY IBC
 QF0615  PID         -  QF0615
 QF0615  STATE/COUNTY-  ME/WASHINGTON
 QF0615  USGS QUAD   -  VANCEBORO (1988)
 QF0615
 QF0615                         *CURRENT SURVEY CONTROL
 QF0615  ___________________________________________________________________
 QF0615* NAD 83(1996)-  45 36 24.66102(N)    067 28 43.33054(W)     ADJUSTED  
 QF0615* NAVD 88     -       116.     (meters)     381.     (feet)  SCALED    
 QF0615  ___________________________________________________________________
 QF0615  LAPLACE CORR-           2.18  (seconds)                    DEFLEC99
 QF0615  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 QF0615
 QF0615  HORZ ORDER  -  THIRD
 QF0615
 QF0615.The horizontal coordinates were established by classical geodetic methods
 QF0615.and adjusted by the National Geodetic Survey in March 1998..
 QF0615
 QF0615.The orthometric height was scaled from a topographic map.
 QF0615
 QF0615.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0615
 QF0615.The geoid height was determined by GEOID03.
 QF0615
 QF0615;                    North         East     Units Scale Factor Converg.
 QF0615;SPC ME E     -   216,088.088   379,663.431   MT  0.99997800   +0 43 47.3
 QF0615;UTM  19      - 5,051,492.854   618,628.783   MT  0.99977302   +1 05 13.8
 QF0615
 QF0615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0615!SPC ME E     -   0.99998556  x   0.99997800  =   0.99996356
 QF0615!UTM  19      -   0.99998556  x   0.99977302  =   0.99975858
 QF0615
 QF0615:                Primary Azimuth Mark                     Grid Az
 QF0615:SPC ME E     -  HEIFER                                   212 17 50.4
 QF0615:UTM  19      -  HEIFER                                   211 56 23.9
 QF0615
 QF0615|---------------------------------------------------------------------|
 QF0615| PID    Reference Object                     Distance      Geod. Az  |
 QF0615|                                                           dddmmss.s |
 QF0615| QF0622 HEIFER                              APPROX. 1.9 KM 2130137.7 |
 QF0615|---------------------------------------------------------------------|
 QF0615
 QF0615                          SUPERSEDED SURVEY CONTROL
 QF0615
 QF0615  NAD 83(1992)-  45 36 24.65719(N)    067 28 43.32765(W) AD(       ) 3
 QF0615  NAD 83(1986)-  45 36 24.66143(N)    067 28 43.33854(W) AD(       ) 3
 QF0615  NAD 27      -  45 36 24.43000(N)    067 28 45.34500(W) AD(       ) 3
 QF0615
 QF0615.Superseded values are not recommended for survey control.
 QF0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0615.See file dsdata.txt to determine how the superseded data were derived.
 QF0615
 QF0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL1862951493(NAD 83)
 QF0615_MARKER: DD = SURVEY DISK
 QF0615_SETTING: 80 = SET IN A BOULDER
 QF0615_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0615+STABILITY: SURFACE MOTION
 QF0615
 QF0615  HISTORY     - Date     Condition        Report By
 QF0615  HISTORY     - 1911     MONUMENTED       IBC
 QF0615  HISTORY     - 1955     GOOD             IBC
 QF0615  HISTORY     - 1972     GOOD             IBC
 QF0615
 QF0615                          STATION DESCRIPTION
 QF0615
 QF0615'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (AJB)
 QF0615'ON THE MEAN LOW - WATER LINE, 75 FEET W OF THE EXTREME SE POINT OF
 QF0615'LINDSAY ISLAND IN SPEDNIK LAKE, AT LOW WATER, AND AWASH AT HIGH
 QF0615'WATER.  THE STATION IS ON THE LARGEST ROCK ON THE BEACH, DIAMOND
 QF0615'SHAPED, 8 FEET ON A SIDE AND 4 FEET HIGH, WITH A SLIGHTLY SMALLER
 QF0615'POINTED ROCK 30 FEET INSHORE ON A LINE TO THE POINT OF WOODS.
 QF0615'
 QF0615'STATION MARK IS A US AND CB BRONZE STATION DISK SET IN A DRILL HOLE
 QF0615'IN THE CENTER OF THE TOP OF THE ROCK.
 QF0615
 QF0615                          STATION RECOVERY (1955)
 QF0615
 QF0615'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF0615'STATION RECOVERED IN GOOD CONDITION.
 QF0615
 QF0615                          STATION RECOVERY (1972)
 QF0615
 QF0615'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF0615'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2684 ***********************************************************************
 OC2684  DESIGNATION -  LINDSEY
 OC2684  PID         -  OC2684
 OC2684  STATE/COUNTY-  ME/YORK
 OC2684  USGS QUAD   -  WATERBORO (1983)
 OC2684
 OC2684                         *CURRENT SURVEY CONTROL
 OC2684  ___________________________________________________________________
 OC2684* NAD 83(1996)-  43 31 12.96871(N)    070 43 39.62946(W)     ADJUSTED  
 OC2684* NAVD 88     -        77.5    (meters)     254.     (feet)  VERTCON   
 OC2684  ___________________________________________________________________
 OC2684  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 OC2684  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 OC2684
 OC2684  HORZ ORDER  -  SECOND
 OC2684
 OC2684.The horizontal coordinates were established by classical geodetic methods
 OC2684.and adjusted by the National Geodetic Survey in March 1998..
 OC2684
 OC2684.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2684.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2684
 OC2684.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2684
 OC2684.The geoid height was determined by GEOID03.
 OC2684
 OC2684;                    North         East     Units Scale Factor Converg.
 OC2684;SPC ME W     -    76,466.304   854,644.176   MT  0.99999196   -0 23 10.8
 OC2684;UTM  19      - 4,820,042.274   360,372.892   MT  0.99983981   -1 11 23.6
 OC2684
 OC2684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2684!SPC ME W     -   0.99999203  x   0.99999196  =   0.99998399
 OC2684!UTM  19      -   0.99999203  x   0.99983981  =   0.99983185
 OC2684
 OC2684|---------------------------------------------------------------------|
 OC2684| PID    Reference Object                     Distance      Geod. Az  |
 OC2684|                                                           dddmmss.s |
 OC2684| OC2683 LINDSEY RM 1                         13.188 METERS 06008     |
 OC2684| OC2137 YEATON                              APPROX. 3.0 KM 1915233.2 |
 OC2684| OC2685 LINDSEY AZ MK                       290.533 METERS 20539     |
 OC2684| CE8281 LINDSEY RM 2                         15.183 METERS 31407     |
 OC2684|---------------------------------------------------------------------|
 OC2684
 OC2684                          SUPERSEDED SURVEY CONTROL
 OC2684
 OC2684  NAD 83(1992)-  43 31 12.96705(N)    070 43 39.63107(W) AD(       ) 2
 OC2684  NAD 83(1986)-  43 31 12.97383(N)    070 43 39.63745(W) AD(       ) 2
 OC2684  NAD 27      -  43 31 12.68044(N)    070 43 41.43201(W) AD(       ) 2
 OC2684  NGVD 29 (07/19/86)   77.7    (m)          255.     (f) VERT ANG       
 OC2684
 OC2684.Superseded values are not recommended for survey control.
 OC2684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2684.See file dsdata.txt to determine how the superseded data were derived.
 OC2684
 OC2684_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ6037320042(NAD 83)
 OC2684_MARKER: DS = TRIANGULATION STATION DISK
 OC2684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC2684_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC2684
 OC2684  HISTORY     - Date     Condition        Report By
 OC2684  HISTORY     - 1976     MONUMENTED       NGS
 OC2684
 OC2684                          STATION DESCRIPTION
 OC2684
 OC2684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2684'THE STATION IS LOCATED ABOUT 3.25 MILES NORTH OF
 OC2684'ALFRED 1.25 MILES SOUTH-SOUTHWEST OF WATERBORO
 OC2684'AND 6.25 MILES EAST-SOUTHEAST OF SHAPLEIGH.
 OC2684'
 OC2684'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 OC2684'202 AND STATE ROUTES 4 4A AND 111 IN ALFRED, PROCEED
 OC2684'NORTHERLY ON ROUTES 202 AND 4 FOR 1.2 MILES TO THE
 OC2684'INTERSECTION OF A ROAD ON THE LEFT. TURN LEFT ONTO
 OC2684'THIS ROAD AND PROCEED NORTHWESTERLY ON THE WEST SIDE
 OC2684'OF SHAKER POND FOR 0.95 MILES TO A FORK IN THE ROAD.
 OC2684'KEEP TO THE RIGHT AND PRCEED NORTHERLY ON THE LINDSEY
 OC2684'ROAD FOR 1.45 MILES TO THE WATERBORO-ALFRED TOWNLINE
 OC2684'AND THE AZIMUTH ON THE RIGHT.  PROCEED NORTHERLY ON
 OC2684'THE LINDSEY ROAD FOR 0.2 MILES TO A SIDE ROAD
 OC2684'AND THE STATION ON THE RIGHT.
 OC2684'
 OC2684'THE STATION MARKS ARE STANDARD DISKS STAMPED--LINDSEY 1976--,
 OC2684'THE SURFACE MARK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OC2684'CONCRETE MONUMENT WHICH PROJECTS 4 INCHES ABOVE THE GROUND
 OC2684'SURFACE.  IT IS 103.0 FEET EAST-SOUTHEAST OF THE CENTERLINE
 OC2684'OF THE LINDSEY ROAD, 53.1 FEET SOUTH-SOUTHWEST OF THE CENTEERLINE
 OC2684'OF A PAVED SIDE ROAD, 3.7 FEET NORTH OF A METAL WITNESS POST,
 OC2684'AND 20.4 FEET WEST-NORTHWEST OF HIGHLINE POLE NUMBER 186-141.
 OC2684'THE UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS
 OC2684'OF CONCRETE ABOUT 48 INCHES BELOW THE GROUND SURFACE.
 OC2684'
 OC2684'REFERENCE MARK 1, A STANDARD DISK STAMPED-LINDSEY NO 1 1976--,
 OC2684'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OC2684'WHICH PROJECTS 6-INCHES ABOVE THE GROUND SUTRFACE.  IT IS 137.7
 OC2684'FEET EAST-SOUTHEAST OF THE CENTERLINE OF THE LINDSEY ROAD,
 OC2684'27.5 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF A PAVED SIDE
 OC2684'ROAD, AND 3.4 FEET NORTH-NORTHEAST OF A METAL WITNESS POST.
 OC2684'
 OC2684'REFERENCE MARK 2, A STANDARD DISK STAMPED--LINDSEY NO 2
 OC2684'1976--IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OC2684'MONUMENT WHICH PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS
 OC2684'62.4 FEET EAST-SOUTHEAST OF THE CENTERLINE OF THE LINDSEY ROAD,
 OC2684'23.3 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF A PAVED SIDE ROAD,
 OC2684'AND 3.4 FEET NORTH OF A METAL WITNESS POST.
 OC2684'
 OC2684'THE AZIMUTH MARK, A STANDARD REFERENCE  MARK DISK STAMPED--LINDSEY
 OC2684'AZ 1976--IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OC2684'MONUMENT WHICH PROJECTS 6-INCHES ABOVE THE GROUND SURFACE.  IT IS
 OC2684'20.5 FEET SOUTHEAST OF THE CENTERLINE OF THE LINDSEY ROAD, 3.2 FEET
 OC2684'NORTHWEST OF A METAL WITNESS POST AND BARBED WIRE FENCE, 23.7 FEET
 OC2684'EAST OF A 6-INCH SQUARE WOODEN TOWNLINE MARKER, AND 21.6 FEET
 OC2684'SOUTH-SOUTHWEST OF POWER POLE NUMBER 185-546.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0649 ***********************************************************************
 SF0649  DESIGNATION -  LINE MARK 392 393 IBC
 SF0649  PID         -  SF0649
 SF0649  STATE/COUNTY-  ME/AROOSTOOK
 SF0649  USGS QUAD   -  LANDRY (1986)
 SF0649
 SF0649                         *CURRENT SURVEY CONTROL
 SF0649  ___________________________________________________________________
 SF0649* NAD 83(1996)-  47 23 51.70257(N)    069 02 27.47276(W)     ADJUSTED  
 SF0649* NAVD 88     -       182.     (meters)     597.     (feet)  SCALED    
 SF0649  ___________________________________________________________________
 SF0649  LAPLACE CORR-           6.03  (seconds)                    DEFLEC99
 SF0649  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 SF0649
 SF0649  HORZ ORDER  -  THIRD
 SF0649
 SF0649.The horizontal coordinates were established by classical geodetic methods
 SF0649.and adjusted by the National Geodetic Survey in March 1998..
 SF0649
 SF0649.The orthometric height was scaled from a topographic map.
 SF0649
 SF0649.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0649
 SF0649.The geoid height was determined by GEOID03.
 SF0649
 SF0649;                    North         East     Units Scale Factor Converg.
 SF0649;SPC ME E     -   414,775.040   259,166.815   MT  0.99992048   -0 23 53.5
 SF0649;UTM  19      - 5,249,360.885   496,908.823   MT  0.99960012   -0 01 48.6
 SF0649
 SF0649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0649!SPC ME E     -   0.99997548  x   0.99992048  =   0.99989596
 SF0649!UTM  19      -   0.99997548  x   0.99960012  =   0.99957561
 SF0649
 SF0649                          SUPERSEDED SURVEY CONTROL
 SF0649
 SF0649  NAD 83(1992)-  47 23 51.68505(N)    069 02 27.47936(W) AD(       ) 3
 SF0649  NAD 83(1986)-  47 23 51.69152(N)    069 02 27.47718(W) AD(       ) 3
 SF0649  NAD 27      -  47 23 51.61200(N)    069 02 29.35000(W) AD(       ) 3
 SF0649
 SF0649.Superseded values are not recommended for survey control.
 SF0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0649.See file dsdata.txt to determine how the superseded data were derived.
 SF0649
 SF0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9690949361(NAD 83)
 SF0649_MARKER: DU = BOUNDARY MARKER
 SF0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF0649_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF0649+STABILITY: SURFACE MOTION
 SF0649
 SF0649  HISTORY     - Date     Condition        Report By
 SF0649  HISTORY     - 1950     MONUMENTED       IBC
 SF0649
 SF0649                          STATION DESCRIPTION
 SF0649
 SF0649'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1950 (NWS)
 SF0649'AT A DISTANCE OF 216.3 FEET FROM TURNING POINT MONUMENT 392, ON THE
 SF0649'LINE BETWEEN TURNING POINTS 392 AND 393, AND ABOUT 15 FEET FROM EAST
 SF0649'BANK OF ST FRANCIS RIVER.
 SF0649'
 SF0649'MONUMENT TYPE--A STANDARD LINE TABLET SET IN CONCRETE 12 BY 14 BY 14
 SF0649'INCHES, PLACED FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0201 ***********************************************************************
 QH0201  DESIGNATION -  LINIERE=TS 55
 QH0201  PID         -  QH0201
 QH0201  STATE/COUNTY-  ME/SOMERSET
 QH0201  USGS QUAD   -  CAMPBELL BROOK (1989)
 QH0201
 QH0201                         *CURRENT SURVEY CONTROL
 QH0201  ___________________________________________________________________
 QH0201* NAD 83(1996)-  45 49 45.09100(N)    070 22 20.27799(W)     ADJUSTED  
 QH0201* NAVD 88     -       775.96   (+/-2cm)    2545.8    (feet)  VERTCON   
 QH0201  ___________________________________________________________________
 QH0201  LAPLACE CORR-           7.77  (seconds)                    DEFLEC99
 QH0201  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 QH0201
 QH0201  HORZ ORDER  -  FIRST
 QH0201  VERT ORDER  -  THIRD ? (See Below)
 QH0201
 QH0201.The horizontal coordinates were established by classical geodetic methods
 QH0201.and adjusted by the National Geodetic Survey in March 1998..
 QH0201
 QH0201.The NAVD 88 height was computed by applying the VERTCON shift value to
 QH0201.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QH0201.The vertical order pertains to the NGVD 29 superseded value.
 QH0201
 QH0201.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0201
 QH0201.The geoid height was determined by GEOID03.
 QH0201
 QH0201;                    North         East     Units Scale Factor Converg.
 QH0201;SPC ME W     -   332,905.441   884,022.597   MT  0.99996980   -0 08 51.0
 QH0201;UTM  19      - 5,075,985.460   393,413.463   MT  0.99973967   -0 59 03.8
 QH0201
 QH0201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0201!SPC ME W     -   0.99988243  x   0.99996980  =   0.99985223
 QH0201!UTM  19      -   0.99988243  x   0.99973967  =   0.99962213
 QH0201
 QH0201:                Primary Azimuth Mark                     Grid Az
 QH0201:SPC ME W     -  TS 54 IBC                                020 22 41.0
 QH0201:UTM  19      -  TS 54 IBC                                021 12 53.8
 QH0201
 QH0201|---------------------------------------------------------------------|
 QH0201| PID    Reference Object                     Distance      Geod. Az  |
 QH0201|                                                           dddmmss.s |
 QH0201| QH0200 TS 54 IBC                           APPROX. 0.8 KM 0201350.0 |
 QH0201| RG0359 THETFORD                                           2953823.7 |
 QH0201|---------------------------------------------------------------------|
 QH0201
 QH0201                          SUPERSEDED SURVEY CONTROL
 QH0201
 QH0201  NAD 83(1992)-  45 49 45.09159(N)    070 22 20.27216(W) AD(       ) 1
 QH0201  NAD 83(1986)-  45 49 45.09250(N)    070 22 20.28641(W) AD(       ) 1
 QH0201  NAD 27      -  45 49 44.92415(N)    070 22 22.02015(W) AD(       ) 1
 QH0201  NGVD 29 (07/19/86)  776.09   (m)         2546.2    (f) LEVELING    3  
 QH0201
 QH0201.Superseded values are not recommended for survey control.
 QH0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0201.See file dsdata.txt to determine how the superseded data were derived.
 QH0201
 QH0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL9341375985(NAD 83)
 QH0201_MARKER: B = BOLT
 QH0201_SETTING: 66 = SET IN ROCK OUTCROP
 QH0201_SP_SET: PARTIALLY EXPOSED BEDROCK
 QH0201
 QH0201  HISTORY     - Date     Condition        Report By
 QH0201  HISTORY     - 1909     MONUMENTED       GSC
 QH0201
 QH0201                          STATION DESCRIPTION
 QH0201
 QH0201'DESCRIBED BY GEODETIC SURVEY OF CANADA 1909 (JBB)
 QH0201'IN LINIERE TOWNSHIP, ABOUT 2 MILES EAST ALONG THE INTERNATIONAL
 QH0201'BOUNDARY LINE FROM MOOSE RIVER LINE HOUSE ON THE---OLD CANADA
 QH0201'ROAD,---15 MILES NORTH OF JACKMAN, ME.  THE STATION IS NEAR THE
 QH0201'BOUNDARY, ON THE SUMMIT OF A FLAT HILL.
 QH0201'
 QH0201'STATION MARK--A THREE - FOURTHS INCH COPPER BOLT SET IN ROCK 6 INCHES
 QH0201'BELOW THE SURROUNDING SURFACE OF THE GROUND.  MONUMENT 348 - 23 IS
 QH0201'118 FEET DISTANT, S 30 DEG 02 MIN E, FROM THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0710 ***********************************************************************
 RE0710  DESIGNATION -  LINNEUS GSC
 RE0710  PID         -  RE0710
 RE0710  STATE/COUNTY-  ME/AROOSTOOK
 RE0710  USGS QUAD   -  LINNEUS (1984)
 RE0710
 RE0710                         *CURRENT SURVEY CONTROL
 RE0710  ___________________________________________________________________
 RE0710* NAD 83(1996)-  46 01 56.80620(N)    067 58 06.96940(W)     ADJUSTED  
 RE0710* NAVD 88     -       224.3    (meters)     736.     (feet)  VERTCON   
 RE0710  ___________________________________________________________________
 RE0710  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 RE0710  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 RE0710
 RE0710  HORZ ORDER  -  SECOND
 RE0710
 RE0710.The horizontal coordinates were established by classical geodetic methods
 RE0710.and adjusted by the National Geodetic Survey in March 1998..
 RE0710
 RE0710.The NAVD 88 height was computed by applying the VERTCON shift value to
 RE0710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RE0710
 RE0710.The Laplace correction was computed from DEFLEC99 derived deflections.
 RE0710
 RE0710.The geoid height was determined by GEOID03.
 RE0710
 RE0710;                    North         East     Units Scale Factor Converg.
 RE0710;SPC ME E     -   263,017.337   341,135.593   MT  0.99992080   +0 22 56.9
 RE0710;UTM  19      - 5,098,169.578   579,816.643   MT  0.99967832   +0 44 32.5
 RE0710
 RE0710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RE0710!SPC ME E     -   0.99996855  x   0.99992080  =   0.99988935
 RE0710!UTM  19      -   0.99996855  x   0.99967832  =   0.99964688
 RE0710
 RE0710:                Primary Azimuth Mark                     Grid Az
 RE0710:SPC ME E     -  LUDLOW GSC                               006 18 07.6
 RE0710:UTM  19      -  LUDLOW GSC                               005 56 32.0
 RE0710
 RE0710|---------------------------------------------------------------------|
 RE0710| PID    Reference Object                     Distance      Geod. Az  |
 RE0710|                                                           dddmmss.s |
 RE0710| RE0715 LUDLOW GSC                          APPROX.13.4 KM 0064104.5 |
 RE0710|---------------------------------------------------------------------|
 RE0710
 RE0710                          SUPERSEDED SURVEY CONTROL
 RE0710
 RE0710  NAD 83(1992)-  46 01 56.80377(N)    067 58 06.96807(W) AD(       ) 2
 RE0710  NAD 83(1986)-  46 01 56.80880(N)    067 58 06.98801(W) AD(       ) 2
 RE0710  NAD 27      -  46 01 56.61500(N)    067 58 08.91800(W) AD(       ) 2
 RE0710  NGVD 29 (07/19/86)  224.5    (m)          737.     (f) VERT ANG       
 RE0710
 RE0710.Superseded values are not recommended for survey control.
 RE0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0710.See file dsdata.txt to determine how the superseded data were derived.
 RE0710
 RE0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL7981798170(NAD 83)
 RE0710_MARKER: DD = SURVEY DISK
 RE0710_SETTING: 66 = SET IN ROCK OUTCROP
 RE0710_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 RE0710_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RE0710+STABILITY: POSITION/ELEVATION WELL
 RE0710
 RE0710  HISTORY     - Date     Condition        Report By
 RE0710  HISTORY     - 1916     MONUMENTED       GSC
 RE0710
 RE0710                          STATION DESCRIPTION
 RE0710
 RE0710'DESCRIBED BY GEODETIC SURVEY OF CANADA 1916 (JLR)
 RE0710'IN LINNEUS TOWNSHIP, ON LOT 12, RANGE 5, ON A FARM OWNED BY HENRY
 RE0710'HOWARD.  THE STATION IS IN THE MIDDLE OF A STONE FENCE RUNNING BACK
 RE0710'(WEST) FROM THE FARM BUILDINGS, ABOUT 600 FEET FROM THE BUILDINGS, AND
 RE0710'600 FEET EAST OF THE HIGHEST PART OF THE HILL.
 RE0710'
 RE0710'STATION MARK--BRONZE DISK CEMENTED IN THE ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1379 ***********************************************************************
 PE1379  DESIGNATION -  LISA
 PE1379  PID         -  PE1379
 PE1379  STATE/COUNTY-  ME/KENNEBEC
 PE1379  USGS QUAD   -  AUGUSTA (1991)
 PE1379
 PE1379                         *CURRENT SURVEY CONTROL
 PE1379  ___________________________________________________________________
 PE1379* NAD 83(1986)-  44 17 17.     (N)    069 48 24.     (W)     SCALED    
 PE1379* NAVD 88     -        88.849  (meters)     291.50   (feet)  ADJUSTED  
 PE1379  ___________________________________________________________________
 PE1379  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 PE1379  DYNAMIC HT  -          88.841 (meters)     291.47  (feet)  COMP
 PE1379  MODELED GRAV-     980,523.5   (mgal)                       NAVD 88
 PE1379
 PE1379  VERT ORDER  -  SECOND    CLASS I
 PE1379
 PE1379.The horizontal coordinates were scaled from a topographic map and have
 PE1379.an estimated accuracy of +/- 6 seconds.
 PE1379
 PE1379.The orthometric height was determined by differential leveling
 PE1379.and adjusted by the National Geodetic Survey in June 1991..
 PE1379
 PE1379.The geoid height was determined by GEOID03.
 PE1379
 PE1379.The dynamic height is computed by dividing the NAVD 88
 PE1379.geopotential number by the normal gravity value computed on the
 PE1379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1379.degrees latitude (g = 980.6199 gals.).
 PE1379
 PE1379.The modeled gravity was interpolated from observed gravity values.
 PE1379
 PE1379;                    North         East    Units  Estimated Accuracy
 PE1379;SPC ME W     -   161,680.      928,730.      MT  (+/- 180 meters Scaled)
 PE1379
 PE1379                          SUPERSEDED SURVEY CONTROL
 PE1379
 PE1379  NGVD 29 (??/??/92)   89.064  (m)          292.20   (f) ADJ UNCH    2 1
 PE1379
 PE1379.Superseded values are not recommended for survey control.
 PE1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1379.See file dsdata.txt to determine how the superseded data were derived.
 PE1379
 PE1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK356041(NAD 83)
 PE1379_MARKER: DD = SURVEY DISK
 PE1379_SETTING: 66 = SET IN ROCK OUTCROP
 PE1379_SP_SET: ROCK LEDGE
 PE1379_STAMPING: LISA 1974
 PE1379_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1379+STABILITY: POSITION/ELEVATION WELL
 PE1379
 PE1379  HISTORY     - Date     Condition        Report By
 PE1379  HISTORY     - 1974     MONUMENTED       MEDT
 PE1379  HISTORY     - 1975     GOOD             MEDT
 PE1379  HISTORY     - 1986     GOOD             USPSQD
 PE1379
 PE1379                          STATION DESCRIPTION
 PE1379
 PE1379'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 PE1379'1.2 MI SW FROM AUGUSTA.
 PE1379'ABOUT 1.15 MILES SOUTHWESTERLY ALONG THE MAINE TURNPIKE SOUTHBOUND
 PE1379'FROM THE AUGUSTA TOLL GATE IN THE TOWN OF HALLOWELL.  (ALSO ABOUT
 PE1379'0.70 MILES SOUTH OF THE WINTHROP ROAD OVERPASS.)  A DISK SET
 PE1379'FLUSH 10 FEET EAST OF THE 12 FOOT VERTICAL LEDGE FACE, 67 FEET
 PE1379'WEST OF THE RIGHT-OF-WAY FENCE, 56 FEET WEST OF THE WOODS LINE,
 PE1379'15.6 FEET WEST OF THE METAL WITNESS POST AND 60.2 FEET EAST OF
 PE1379'THE CENTERLINE OF THE NORTHBOUND LANE OF THE MAINE TURNPIKE AND
 PE1379'6 FEET ABOVE THE SURFACE OF THE MAINE TURNPIKE NORTHBOUND.
 PE1379
 PE1379                          STATION RECOVERY (1986)
 PE1379
 PE1379'RECOVERY NOTE BY US POWER SQUADRON 1986 (CCC)
 PE1379'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2468 ***********************************************************************
 PE2468  DESIGNATION -  LISA MEDOT 1974
 PE2468  PID         -  PE2468
 PE2468  STATE/COUNTY-  ME/KENNEBEC
 PE2468  USGS QUAD   -  AUGUSTA (1991)
 PE2468
 PE2468                         *CURRENT SURVEY CONTROL
 PE2468  ___________________________________________________________________
 PE2468* NAD 83(1996)-  44 17 11.11671(N)    069 48 23.29805(W)     ADJUSTED  
 PE2468* NAVD 88     -        88.8    (meters)     291.     (feet)  VERTCON   
 PE2468  ___________________________________________________________________
 PE2468  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 PE2468  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 PE2468
 PE2468  HORZ ORDER  -  SECOND
 PE2468
 PE2468.The horizontal coordinates were established by classical geodetic methods
 PE2468.and adjusted by the National Geodetic Survey in March 1998..
 PE2468
 PE2468.The NAVD 88 height was computed by applying the VERTCON shift value to
 PE2468.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PE2468
 PE2468.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2468
 PE2468.The geoid height was determined by GEOID03.
 PE2468
 PE2468;                    North         East     Units Scale Factor Converg.
 PE2468;SPC ME W     -   161,501.104   928,749.572   MT  0.99997683   +0 15 05.4
 PE2468;UTM  19      - 4,904,002.041   435,653.656   MT  0.99965092   -0 33 47.3
 PE2468
 PE2468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2468!SPC ME W     -   0.99999014  x   0.99997683  =   0.99996697
 PE2468!UTM  19      -   0.99999014  x   0.99965092  =   0.99964106
 PE2468
 PE2468|---------------------------------------------------------------------|
 PE2468| PID    Reference Object                     Distance      Geod. Az  |
 PE2468|                                                           dddmmss.s |
 PE2468| PE2469 HALLOWELL SHEPARD BROS MAST          79.184 METERS 06825     |
 PE2468| PE2481 AUGUSTA CENT ME PWR MICROWAVE       APPROX. 3.0 KM 3402634.1 |
 PE2468| PE1360 POWER                               APPROX. 3.0 KM 3402621.1 |
 PE2468|---------------------------------------------------------------------|
 PE2468
 PE2468                          SUPERSEDED SURVEY CONTROL
 PE2468
 PE2468  NAD 83(1992)-  44 17 11.11553(N)    069 48 23.29645(W) AD(       ) 2
 PE2468  NAD 83(1986)-  44 17 11.12080(N)    069 48 23.30158(W) AD(       ) 2
 PE2468  NAD 27      -  44 17 10.87444(N)    069 48 25.14222(W) AD(       ) 2
 PE2468  NGVD 29 (07/19/86)   89.0    (m)          292.     (f) VERT ANG       
 PE2468
 PE2468.Superseded values are not recommended for survey control.
 PE2468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2468.See file dsdata.txt to determine how the superseded data were derived.
 PE2468
 PE2468_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK3565404002(NAD 83)
 PE2468_MARKER: DD = SURVEY DISK
 PE2468_SETTING: 66 = SET IN ROCK OUTCROP
 PE2468_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 PE2468_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE2468+STABILITY: POSITION/ELEVATION WELL
 PE2468
 PE2468  HISTORY     - Date     Condition        Report By
 PE2468  HISTORY     - 1974     MONUMENTED       MEDT
 PE2468
 PE2468                          STATION DESCRIPTION
 PE2468
 PE2468'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974 (RCA)
 PE2468'THE STATION IS LOCATED IN THE CITY OF HALLOWELL, ON THE END OF A
 PE2468'LEDGE OUTCROP ON THE EAST SIDE OF THE MAINE TURNPIKE, 0.9 MILES
 PE2468'WEST OF HALLOWELL, 2.1 MILES SOUTHWEST OF THE CITY OF AUGUSTA,
 PE2468'4.4 MILES NORTH-NORTHWEST OF THE CITY OF GARDINER, AND ON PROPERTY
 PE2468'OWNED BY THE MAINE TURNPIKE AUTHORITY.
 PE2468'
 PE2468'TO REACH FROM THE WESTERN AVENUE OVERPASS (STATE ROUTES 11, 17,
 PE2468'+100) OF INTERSTATE 95 IN AUGUSTA, GO SOUTH ON INTERSTATE 95 0.9
 PE2468'MILES TO THE TOLL GATE AT THE ENTRANCE OF THE MAINE TURNPIKE,
 PE2468'CONTINUE SOUTH ON THE MAINE TURNPIKE 0.4 MILES TO THE WINTHROP
 PE2468'ROAD OVERPASS, CONTINUE SOUTH ON THE MAIN TURNPIKE 0.85 MILES TO
 PE2468'THE STATION ON THE SIDE OF THE NORTHBOUND LANE.
 PE2468'
 PE2468'THE STATION MARK IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 PE2468'DISK STAMPED 1974 LISA, SET IN A DRILL HOLE IN OUT CROPPING
 PE2468'BEDROCK AND FLUSH WITH THE GROUND.  IT IS 15.6 FEET WEST OF A
 PE2468'METAL WITNESS POST, 67.3 FEET WEST OF THE RIGHT OF WAY LINE FENCE
 PE2468'OF THE MAINE TURNPIKE, 10.0 FEET EAST OF A VERTICAL FACE OF A
 PE2468'LEDGE OUTCROP, AND 60.2 FEET EAST OF THE CENTERLINE OF THE
 PE2468'NORTHBOUND LANE OF THE MAINE TURNPIKE.
 PE2468'
 PE2468'NO AZIMUTH MARK OR REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 PE2468'
 PE2468'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1058 ***********************************************************************
 PF1058  DESIGNATION -  LISBON
 PF1058  PID         -  PF1058
 PF1058  STATE/COUNTY-  ME/ANDROSCOGGIN
 PF1058  USGS QUAD   -  LISBON FALLS NORTH (1979)
 PF1058
 PF1058                         *CURRENT SURVEY CONTROL
 PF1058  ___________________________________________________________________
 PF1058* NAD 83(1996)-  44 00 59.27658(N)    070 05 27.46711(W)     ADJUSTED  
 PF1058* NAVD 88     -        60.3    (meters)     198.     (feet)  VERTCON   
 PF1058  ___________________________________________________________________
 PF1058  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 PF1058  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 PF1058
 PF1058  HORZ ORDER  -  SECOND
 PF1058
 PF1058.The horizontal coordinates were established by classical geodetic methods
 PF1058.and adjusted by the National Geodetic Survey in March 1998..
 PF1058
 PF1058.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF1058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF1058
 PF1058.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1058
 PF1058.The geoid height was determined by GEOID03.
 PF1058
 PF1058;                    North         East     Units Scale Factor Converg.
 PF1058;SPC ME W     -   131,445.621   906,070.014   MT  0.99996712   +0 03 09.4
 PF1058;UTM  19      - 4,874,280.163   412,557.007   MT  0.99969404   -0 45 29.2
 PF1058
 PF1058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1058!SPC ME W     -   0.99999464  x   0.99996712  =   0.99996177
 PF1058!UTM  19      -   0.99999464  x   0.99969404  =   0.99968869
 PF1058
 PF1058|---------------------------------------------------------------------|
 PF1058| PID    Reference Object                     Distance      Geod. Az  |
 PF1058|                                                           dddmmss.s |
 PF1058| CE8076 LISBON RM 1                          18.787 METERS 24326     |
 PF1058| PF1059 LISBON RM 2                          22.112 METERS 28049     |
 PF1058| PF1060 LISBON AZ MK                        401.878 METERS 3311741.3 |
 PF1058|---------------------------------------------------------------------|
 PF1058
 PF1058                          SUPERSEDED SURVEY CONTROL
 PF1058
 PF1058  NAD 83(1992)-  44 00 59.27542(N)    070 05 27.46668(W) AD(       ) 2
 PF1058  NAD 83(1986)-  44 00 59.28113(N)    070 05 27.47131(W) AD(       ) 2
 PF1058  NAD 27      -  44 00 59.01065(N)    070 05 29.29344(W) AD(       ) 2
 PF1058  NGVD 29 (07/19/86)   60.5    (m)          198.     (f) VERT ANG       
 PF1058
 PF1058.Superseded values are not recommended for survey control.
 PF1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1058.See file dsdata.txt to determine how the superseded data were derived.
 PF1058
 PF1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ1255774280(NAD 83)
 PF1058_MARKER: DS = TRIANGULATION STATION DISK
 PF1058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PF1058_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PF1058_STAMPING: LISBON 1977
 PF1058_MARK LOGO: NGS   
 PF1058_MAGNETIC: N = NO MAGNETIC MATERIAL
 PF1058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF1058+STABILITY: SURFACE MOTION
 PF1058
 PF1058  HISTORY     - Date     Condition        Report By
 PF1058  HISTORY     - 1977     MONUMENTED       NGS
 PF1058  HISTORY     - 19840911 GOOD             NGS
 PF1058  HISTORY     - 20060505 MARK NOT FOUND   USPSQD
 PF1058
 PF1058                          STATION DESCRIPTION
 PF1058
 PF1058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLO)
 PF1058'THE STATION IS LOCATED IN LISBON CENTER ON STATE ROUTE 196,
 PF1058'1.5 MILES SOUTHEAST OF LISBON, 2 MILES NORTHWEST OF LISBON
 PF1058'FALLS AND 3 MILES NORTHEAST OF DURHAM SOUTHWEST BEND.
 PF1058'
 PF1058'TO REACH THE STATION FROM THE POST OFFICE IN LISBON CENTER,
 PF1058'GO SOUTHEAST ALONG STATE ROUTE 196 FOR 0.2 MILE TO THE
 PF1058'STATION ON THE LEFT NEAR POLE NUMBER 379.
 PF1058'
 PF1058'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHWEST ALONG
 PF1058'STATE ROUTE 196 FOR 0.3 MILE TO THE AZIMUTH ON THE RIGHT
 PF1058'AT THE INTERSECTION OF MILLS STREET.
 PF1058'
 PF1058'THE STATION MARKS, STAMPED---LISBON 1977---, ARE STANDARD
 PF1058'DISKS. THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 PF1058'CYLINDRICAL CONCRETE POST WHICH IS FLUSH WITH THE GROUND
 PF1058'SURFACE. THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 PF1058'IRREGULAR MASS OF CONCRETE ABOUT 48 INCHES BELOW THE GROUND
 PF1058'SURFACE. THEY ARE 2.6 FEET NORTH OF POLE NUMBER 379, 6.5
 PF1058'FEET WEST OF A WOOD RAIL FENCE CORNER AND 29 FEET EAST-
 PF1058'NORTHEAST OF THE CENTERLINE OF STATE ROUTE 196.
 PF1058'
 PF1058'REFERENCE MARK 1, STAMPED---LISBON NO 1 1977---, IS A
 PF1058'STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL
 PF1058'CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE GROUND
 PF1058'SURFACE. IT IS 2 FEET EAST-NORTHEAST OF A METAL WITNESS
 PF1058'POST AND 32 FEET WEST-SOUTHWEST OF THE CENTERLINE OF STATE
 PF1058'ROUTE 196.
 PF1058'
 PF1058'REFERENCE MARK 2, STAMPED---LISBON NO 2 1977---, IS A
 PF1058'STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL
 PF1058'CONCRETE POST WHICH IS FLUSH WITH THE GROUND SURFACE. IT IS
 PF1058'2 FEET EAST-NORTHEAST OF A METAL WITNESS POST AND 30 FEET
 PF1058'WEST-SOUTHWEST OF THE CENTERLINE OF STATE ROUTE 196.
 PF1058'
 PF1058'THE AZIMUTH MARK, STAMPED---LISBON 1977---, IS A STANDARD
 PF1058'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST
 PF1058'WHICH IS FLUSH WITH THE GROUND SURFACE. IT IS 16 FEET EAST-
 PF1058'SOUTHEAST OF POLE NUMBER 114, 26.3 FEET NORTHWEST OF THE
 PF1058'CENTERLINE OF MILLS STREET AND 31.4 FEET NORTHEAST OF THE
 PF1058'CENTERLINE OF STATE ROUTE 196.
 PF1058'
 PF1058'THE HEIGHT OF LIGHT ABOVE THE STATION WAS 1.5 METERS.
 PF1058'
 PF1058'DESCRIBED BY JERRY E. ELLINGWOOD.
 PF1058
 PF1058                          STATION RECOVERY (1984)
 PF1058
 PF1058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 PF1058'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 PF1058'RECOVERED IN GOOD CONDITION.  THE REFERENCE MARKS WERE IN THE WAY OF
 PF1058'CONSTRUCTION FOR A DRIVEWAY INTO A NEW BUILDING.  THE DISTANCES TO THE
 PF1058'MARKS WERE VERIFIED AND THEN RESET AS REFERENCE MARKS 3 AND 4.  A NEW
 PF1058'DESCRIPTION FOLLOWS.
 PF1058' 
 PF1058'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI) NORTHEAST OF DURHAM
 PF1058'SOUTHWEST BEND, 3.2 KM (2.0 MI) NORTHWEST OF LISBON FALLS, 2.4 KM (1.5
 PF1058'MI) SOUTHEAST OF LISBON AND ON THE EAST SIDE OF STATE HIGHWAY 196 IN
 PF1058'LISBON CENTER.
 PF1058' 
 PF1058'TO REACH THE STATION FROM THE POST OFFICE IN, LISBON CENTER, GO
 PF1058'SOUTHEAST ON STATE HIGHWAY 196 FOR 0.3 KM (0.2 MI) TO THE STATION ON
 PF1058'THE LEFT.
 PF1058' 
 PF1058'THE STATION IS A STANDARD NGS DISK STAMPED--LISBON 1977--, SET INTO
 PF1058'THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30 CM IN DIAMETER
 PF1058'FLUSH WITH GROUND LOCATED 118.0 FT (36.0 M) SSE FROM THE CENTER OF
 PF1058'REID STREET, 29.0 FT (8.8 M) ENE FROM THE CENTER OF HIGHWAY 196, 14.5
 PF1058'FT (4.4 M) NNW FROM THE CENTER OF THE DRIVEWAY LEADING TO HOUSE NUMBER
 PF1058'400, 3.2 FT (1.0 M) NW FROM POWERLINE POLE NUMBER 379, 2.0 FT (0.6 M)
 PF1058'WSW FROM A BOARD FENCE.
 PF1058' 
 PF1058'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--LISBON 1977 NO 3
 PF1058'1984--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30
 PF1058'CM IN DIAMETER FLUSH WITH GROUND LOCATED 160.0 FT (48.8 M) SSE FROM
 PF1058'THE CENTER OF REID STREET, 23.5 FT (7.2 M) WSW FROM THE CENTER OF
 PF1058'HIGHWAY 196, 1.0 FT (0.3 M) ENE FROM A METAL WITNESS POST, AND 3.0 FT
 PF1058'(0.9 M) LOWER THAN THE STATION.
 PF1058' 
 PF1058'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED--LISBON 1977 NO 4
 PF1058'1984--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30
 PF1058'CM IN DIAMETER PROJECTING 3 INCHES OR 8 CM BELOW THE GROUND LOCATED
 PF1058'56.0 FT (17.1 M) SSE FROM POWERLINE POLE NUMBER 1035, 34.0 FT (10.4 M)
 PF1058'SSE FROM THE CENTER OF REID STREET, AND 22.5 FT (6.9 M) WSW FROM THE
 PF1058'CENTER OF HIGHWAY 196.
 PF1058' 
 PF1058'AZIMUTH MARK NO 1 IS A STANDARD NGS DISK STAMPED--LISBON 1977--, SET
 PF1058'INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30 CM IN
 PF1058'DIAMETER FLUSH WITH GROUND LOCATED 31.4 FT (9.6 M) ENE FROM THE CENTER
 PF1058'OF HIGHWAY 196, 26.3 FT (8.0 M) NNW FROM THE CENTER OF MILL STREET,
 PF1058'AND 16.0 FT (4.9 M) SSE FROM POWERLINE POLE NUMBER 114.
 PF1058' 
 PF1058'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN, LISBON CENTER, GO
 PF1058'NORTHWEST ON STATE HIGHWAY 196 FOR 0.1 KM (0.05 MI) TO THE MARK ON THE
 PF1058'LEFT.
 PF1058
 PF1058                          STATION RECOVERY (2006)
 PF1058
 PF1058'RECOVERY NOTE BY US POWER SQUADRON 2006 (AHE)
 PF1058'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1060 ***********************************************************************
 PF1060  DESIGNATION -  LISBON AZ MK
 PF1060  PID         -  PF1060
 PF1060  STATE/COUNTY-  ME/ANDROSCOGGIN
 PF1060  USGS QUAD   -  LISBON FALLS NORTH (1979)
 PF1060
 PF1060                         *CURRENT SURVEY CONTROL
 PF1060  ___________________________________________________________________
 PF1060* NAD 83(1996)-  44 01 10.69696(N)    070 05 36.13369(W)     ADJUSTED  
 PF1060* NAVD 88     -        62.8    (meters)     206.     (feet)  VERTCON   
 PF1060  ___________________________________________________________________
 PF1060  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 PF1060  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 PF1060
 PF1060  HORZ ORDER  -  SECOND
 PF1060
 PF1060.The horizontal coordinates were established by classical geodetic methods
 PF1060.and adjusted by the National Geodetic Survey in March 1998..
 PF1060
 PF1060.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF1060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF1060
 PF1060.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1060
 PF1060.The geoid height was determined by GEOID03.
 PF1060
 PF1060;                    North         East     Units Scale Factor Converg.
 PF1060;SPC ME W     -   131,797.921   905,876.674   MT  0.99996709   +0 03 03.4
 PF1060;UTM  19      - 4,874,635.066   412,368.723   MT  0.99969445   -0 45 35.4
 PF1060
 PF1060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1060!SPC ME W     -   0.99999425  x   0.99996709  =   0.99996134
 PF1060!UTM  19      -   0.99999425  x   0.99969445  =   0.99968871
 PF1060
 PF1060:                Primary Azimuth Mark                     Grid Az
 PF1060:SPC ME W     -  LISBON                                   151 14 31.8
 PF1060:UTM  19      -  LISBON                                   152 03 10.6
 PF1060
 PF1060|---------------------------------------------------------------------|
 PF1060| PID    Reference Object                     Distance      Geod. Az  |
 PF1060|                                                           dddmmss.s |
 PF1060| PF1058 LISBON                              401.878 METERS 1511735.2 |
 PF1060| PF1059 LISBON RM 2                         388.180 METERS 15349     |
 PF1060|---------------------------------------------------------------------|
 PF1060
 PF1060                          SUPERSEDED SURVEY CONTROL
 PF1060
 PF1060  NAD 83(1992)-  44 01 10.69581(N)    070 05 36.13326(W) AD(       ) 2
 PF1060  NAD 83(1986)-  44 01 10.70152(N)    070 05 36.13790(W) AD(       ) 2
 PF1060  NAD 27      -  44 01 10.43116(N)    070 05 37.95959(W) AD(       ) 2
 PF1060  NGVD 29 (07/19/86)   63.0    (m)          207.     (f) VERT ANG       
 PF1060
 PF1060.Superseded values are not recommended for survey control.
 PF1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1060.See file dsdata.txt to determine how the superseded data were derived.
 PF1060
 PF1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ1236974635(NAD 83)
 PF1060_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PF1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PF1060_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PF1060
 PF1060  HISTORY     - Date     Condition        Report By
 PF1060  HISTORY     - 1977     MONUMENTED       NGS
 PF1060
 PF1060                          STATION DESCRIPTION
 PF1060
 PF1060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (ALB)
 PF1060'THIS STATION WAS ESTABLISHED BY AN EDM MEASUREMENT FROM
 PF1060'TRAVERSE STATION LISBON. SEE DESCRIPTION THEREOF.
 PF1060'
 PF1060'DESCRIBED BY JERRY E. ELLINGWOOD.
 PF1060'
 PF1060'THE HEIGHT OF LIGHT ABOVE THE STATION WAS 1.0 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1442 ***********************************************************************
 OC1442  DESIGNATION -  LISBON FALLS MUN TANK
 OC1442  PID         -  OC1442
 OC1442  STATE/COUNTY-  ME/ANDROSCOGGIN
 OC1442  USGS QUAD   -  LISBON FALLS SOUTH (1979)
 OC1442
 OC1442                         *CURRENT SURVEY CONTROL
 OC1442  ___________________________________________________________________
 OC1442* NAD 83(1996)-  43 59 52.09134(N)    070 03 04.76968(W)     ADJUSTED  
 OC1442* NAVD 88     -                                                        
 OC1442  ___________________________________________________________________
 OC1442  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 OC1442  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 OC1442
 OC1442  HORZ ORDER  -  THIRD
 OC1442
 OC1442.The horizontal coordinates were established by classical geodetic methods
 OC1442.and adjusted by the National Geodetic Survey in March 1998..
 OC1442
 OC1442
 OC1442.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1442
 OC1442.The geoid height was determined by GEOID03.
 OC1442
 OC1442;                    North         East     Units Scale Factor Converg.
 OC1442;SPC ME W     -   129,375.730   909,251.156   MT  0.99996772   +0 04 48.4
 OC1442;UTM  19      - 4,872,166.060   415,707.676   MT  0.99968739   -0 43 49.2
 OC1442
 OC1442                          SUPERSEDED SURVEY CONTROL
 OC1442
 OC1442  NAD 83(1992)-  43 59 52.08997(N)    070 03 04.76901(W) AD(       ) 4
 OC1442  NAD 83(1986)-  43 59 52.09557(N)    070 03 04.77410(W) AD(       ) 4
 OC1442  NAD 27      -  43 59 51.81142(N)    070 03 06.56970(W) AD(       ) 3
 OC1442
 OC1442.Superseded values are not recommended for survey control.
 OC1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1442.See file dsdata.txt to determine how the superseded data were derived.
 OC1442
 OC1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ1570872166(NAD 83)
 OC1442_MARKER: 53 = ELEVATED TANK
 OC1442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OC1442+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2004
 OC1442
 OC1442  HISTORY     - Date     Condition        Report By
 OC1442  HISTORY     - 1975     FIRST OBSERVED   NGS
 OC1442  HISTORY     - 20010420 GOOD             USPSQD
 OC1442  HISTORY     - 20041116 GOOD             USPSQD
 OC1442
 OC1442                          STATION DESCRIPTION
 OC1442
 OC1442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 OC1442'THE STATION, LISBON FALLS MUNICIPAL TANK, IS THE VENT STACK AT
 OC1442'THE TOP-CENTER OF A 90 FOOT TALL, 45 FOOT DIAMETER, GREEN, STEEL
 OC1442'WATERTANK.  LOCATED IN THE TOWN OF LISBON FALLS 0.35 MILES FROM
 OC1442'INTERSECTION OF ROUTE 196 AND SUMMERS STREET.
 OC1442
 OC1442                          STATION RECOVERY (2001)
 OC1442
 OC1442'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 OC1442'RECOVERED IN GOOD CONDITION.
 OC1442
 OC1442                          STATION RECOVERY (2004)
 OC1442
 OC1442'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMW)
 OC1442'THE TANK IS COLORED GREEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0303 ***********************************************************************
 OB0303  DESIGNATION -  LIT 1944
 OB0303  PID         -  OB0303
 OB0303  STATE/COUNTY-  ME/KNOX
 OB0303  USGS QUAD   -  HEWETT ISLAND (1973)
 OB0303
 OB0303                         *CURRENT SURVEY CONTROL
 OB0303  ___________________________________________________________________
 OB0303* NAD 83(1996)-  43 54 57.43837(N)    069 01 55.60393(W)     ADJUSTED  
 OB0303* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 OB0303  ___________________________________________________________________
 OB0303  LAPLACE CORR-           2.19  (seconds)                    DEFLEC99
 OB0303  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 OB0303
 OB0303  HORZ ORDER  -  THIRD
 OB0303
 OB0303.The horizontal coordinates were established by classical geodetic methods
 OB0303.and adjusted by the National Geodetic Survey in March 1998..
 OB0303
 OB0303.The orthometric height was scaled from a topographic map.
 OB0303
 OB0303.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0303
 OB0303.The geoid height was determined by GEOID03.
 OB0303
 OB0303;                    North         East     Units Scale Factor Converg.
 OB0303;SPC ME E     -    27,832.853   257,265.356   MT  0.99992245   -0 22 08.7
 OB0303;UTM  19      - 4,862,538.729   497,421.801   MT  0.99960008   -0 01 20.2
 OB0303
 OB0303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0303!SPC ME E     -   1.00000349  x   0.99992245  =   0.99992594
 OB0303!UTM  19      -   1.00000349  x   0.99960008  =   0.99960357
 OB0303
 OB0303:                Primary Azimuth Mark                     Grid Az
 OB0303:SPC ME E     -  VINAL HAVEN WATER TOWER                  047 08 41.1
 OB0303:UTM  19      -  VINAL HAVEN WATER TOWER                  046 47 52.6
 OB0303
 OB0303|---------------------------------------------------------------------|
 OB0303| PID    Reference Object                     Distance      Geod. Az  |
 OB0303|                                                           dddmmss.s |
 OB0303| PE2076 VINAL HAVEN WATER TOWER             APPROX.21.4 KM 0464632.4 |
 OB0303| OB0302 TIL                                 122.100 METERS 23028     |
 OB0303| OB0295 WHITEHEAD LH                        APPROX.10.2 KM 3132008.8 |
 OB0303|---------------------------------------------------------------------|
 OB0303
 OB0303                          SUPERSEDED SURVEY CONTROL
 OB0303
 OB0303  NAD 83(1992)-  43 54 57.44274(N)    069 01 55.58164(W) AD(       ) 3
 OB0303  NAD 83(1986)-  43 54 57.44675(N)    069 01 55.58895(W) AD(       ) 3
 OB0303  NAD 27      -  43 54 57.13000(N)    069 01 57.39000(W) AD(       ) 3
 OB0303
 OB0303.Superseded values are not recommended for survey control.
 OB0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0303.See file dsdata.txt to determine how the superseded data were derived.
 OB0303
 OB0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ9742262539(NAD 83)
 OB0303
 OB0303  HISTORY     - Date     Condition        Report By
 OB0303  HISTORY     - 1944     MONUMENTED       CGS
 OB0303
 OB0303                          STATION DESCRIPTION
 OB0303
 OB0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLP)
 OB0303'STATION IS ON A LEDGE ON THE NE TIP OF LITTLE GREEN ISLAND, 122
 OB0303'METERS FROM THE E GABLE OF THE E OF TWO SMALL UNPAINTED SHACKS
 OB0303'ON THE ISLAND, ABOUT 3 METERS OUTSIDE THE GRASS LINE, AND AT THE
 OB0303'STORM HIGH-WATER LINE.
 OB0303'
 OB0303'STATION MARK IS A BRONZE DISK STAMPED LIT 1944.
 OB0303'
 OB0303'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK - 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1473 ***********************************************************************
 OC1473  DESIGNATION -  LITCHFIELD 1854
 OC1473  PID         -  OC1473
 OC1473  STATE/COUNTY-  ME/CUMBERLAND
 OC1473  USGS QUAD   -  FREEPORT (1970)
 OC1473
 OC1473                         *CURRENT SURVEY CONTROL
 OC1473  ___________________________________________________________________
 OC1473* NAD 83(1996)-  43 51 30.79990(N)    070 04 01.91089(W)     ADJUSTED  
 OC1473* NAVD 88     -        49.     (meters)     161.     (feet)  SCALED    
 OC1473  ___________________________________________________________________
 OC1473  LAPLACE CORR-           3.22  (seconds)                    DEFLEC99
 OC1473  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 OC1473
 OC1473  HORZ ORDER  -  THIRD
 OC1473
 OC1473.The horizontal coordinates were established by classical geodetic methods
 OC1473.and adjusted by the National Geodetic Survey in March 1998..
 OC1473
 OC1473.The orthometric height was scaled from a topographic map.
 OC1473
 OC1473.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1473
 OC1473.The geoid height was determined by GEOID03.
 OC1473
 OC1473;                    North         East     Units Scale Factor Converg.
 OC1473;SPC ME W     -   113,902.667   907,996.708   MT  0.99996745   +0 04 08.1
 OC1473;UTM  19      - 4,856,716.569   414,235.181   MT  0.99969047   -0 44 22.1
 OC1473
 OC1473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1473!SPC ME W     -   0.99999643  x   0.99996745  =   0.99996388
 OC1473!UTM  19      -   0.99999643  x   0.99969047  =   0.99968690
 OC1473
 OC1473:                Primary Azimuth Mark                     Grid Az
 OC1473:SPC ME W     -  BRUNSWICK CONG CHURCH SPIRE              055 15 25.7
 OC1473:UTM  19      -  BRUNSWICK CONG CHURCH SPIRE              056 03 55.9
 OC1473
 OC1473|---------------------------------------------------------------------|
 OC1473| PID    Reference Object                     Distance      Geod. Az  |
 OC1473|                                                           dddmmss.s |
 OC1473| OB0597 BRUNSWICK CONG CHURCH SPIRE         APPROX.10.2 KM 0551933.8 |
 OC1473| OC1462 FREEPORT DARK SPIRE                 APPROX. 2.7 KM 2792923.9 |
 OC1473|---------------------------------------------------------------------|
 OC1473
 OC1473                          SUPERSEDED SURVEY CONTROL
 OC1473
 OC1473  NAD 83(1992)-  43 51 30.79839(N)    070 04 01.91079(W) AD(       ) 3
 OC1473  NAD 83(1986)-  43 51 30.80424(N)    070 04 01.91588(W) AD(       ) 3
 OC1473  NAD 27      -  43 51 30.51800(N)    070 04 03.71900(W) AD(       ) 3
 OC1473
 OC1473.Superseded values are not recommended for survey control.
 OC1473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1473.See file dsdata.txt to determine how the superseded data were derived.
 OC1473
 OC1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ1423556717(NAD 83)
 OC1473
 OC1473  HISTORY     - Date     Condition        Report By
 OC1473  HISTORY     - 1854     MONUMENTED       CGS
 OC1473  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1473
 OC1473                          STATION DESCRIPTION
 OC1473
 OC1473'DESCRIBED BY COAST AND GEODETIC SURVEY 1854 (COB)
 OC1473'STATION IS ON A HILL AND IS ABOUT 3/4 MILE ESE OF MASTS LANDING,
 OC1473'FREEPORT RIVER, AND ABOUT 1-1/2 MILES ESE OF FREEPORT.  THE
 OC1473'STATION IS ON LAND BELONGING TO GEORGE LITCHFIELD, ON A HIGH
 OC1473'BARE ROCK, AND IS MARKED BY A HOLE DRILLED IN THE ROCK.
 OC1473
 OC1473                          STATION RECOVERY (1933)
 OC1473
 OC1473'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1473'STATION RECOVERED.  IT IS ON A HILL LOCATED 1-3/4 MILES E BY S
 OC1473'OF FREEPORT, AND IS ON A LARGE ROCK IN THE REAR OF THE HOUSE
 OC1473'AND BARN OWNED BY W.G. MITCHELL.  THE ORIGINAL DRILL HOLE WAS
 OC1473'FOUND AND THE STATION RE-MARKED AS FOLLOWS--
 OC1473'
 OC1473'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 OC1473'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 OC1473'
 OC1473'STATION MARK IS STAMPED LITCHFIELD 1854-1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1053 ***********************************************************************
 PF1053  DESIGNATION -  LITCHFIELD RAD STA WBLM MAST
 PF1053  PID         -  PF1053
 PF1053  STATE/COUNTY-  ME/KENNEBEC
 PF1053  USGS QUAD   -  MONMOUTH (1979)
 PF1053
 PF1053                         *CURRENT SURVEY CONTROL
 PF1053  ___________________________________________________________________
 PF1053* NAD 83(1996)-  44 08 42.76986(N)    070 01 10.74247(W)     ADJUSTED  
 PF1053* NAVD 88     -                                                        
 PF1053  ___________________________________________________________________
 PF1053  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 PF1053  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 PF1053
 PF1053  HORZ ORDER  -  THIRD
 PF1053
 PF1053.The horizontal coordinates were established by classical geodetic methods
 PF1053.and adjusted by the National Geodetic Survey in March 1998..
 PF1053
 PF1053
 PF1053.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1053
 PF1053.The geoid height was determined by GEOID03.
 PF1053
 PF1053;                    North         East     Units Scale Factor Converg.
 PF1053;SPC ME W     -   145,758.565   911,762.403   MT  0.99996837   +0 06 08.6
 PF1053;UTM  19      - 4,888,507.052   418,449.928   MT  0.99968179   -0 42 36.7
 PF1053
 PF1053                          SUPERSEDED SURVEY CONTROL
 PF1053
 PF1053  NAD 83(1992)-  44 08 42.76904(N)    070 01 10.74177(W) AD(       ) 4
 PF1053  NAD 83(1986)-  44 08 42.77431(N)    070 01 10.74633(W) AD(       ) 4
 PF1053  NAD 27      -  44 08 42.50580(N)    070 01 12.55748(W) AD(       ) 3
 PF1053
 PF1053.Superseded values are not recommended for survey control.
 PF1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1053.See file dsdata.txt to determine how the superseded data were derived.
 PF1053
 PF1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ1845088507(NAD 83)
 PF1053_MARKER: 42 = RADIO/TV MAST
 PF1053
 PF1053  HISTORY     - Date     Condition        Report By
 PF1053  HISTORY     - 1975     FIRST OBSERVED   NGS
 PF1053
 PF1053                          STATION DESCRIPTION
 PF1053
 PF1053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 PF1053'THE STATION, LITCHFIELD RADIO MAST WBLM, IS THE LIGHT ON TOP OF
 PF1053'A 300 FOOT, 3 LEGGED, GUYED, MAST.  LOCATED 250 FEET SOUTH
 PF1053'SOUTH EAST OF THE OAK HILL ROAD CENTERLINE, 1.55 MILES NORTH OF
 PF1053'THE INTERSECTION OF STATE ROAD ROUTE 197 AND OAK HILL ROAD IN THE
 PF1053'TOWN OF LITCHFIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1054 ***********************************************************************
 PF1054  DESIGNATION -  LITCHFIELD TV STA WCBB MAST
 PF1054  PID         -  PF1054
 PF1054  STATE/COUNTY-  ME/KENNEBEC
 PF1054  USGS QUAD   -  MONMOUTH (1979)
 PF1054
 PF1054                         *CURRENT SURVEY CONTROL
 PF1054  ___________________________________________________________________
 PF1054* NAD 83(1996)-  44 09 15.04193(N)    070 00 34.59504(W)     ADJUSTED  
 PF1054* NAVD 88     -                                                        
 PF1054  ___________________________________________________________________
 PF1054  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 PF1054  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 PF1054
 PF1054  HORZ ORDER  -  THIRD
 PF1054
 PF1054.The horizontal coordinates were established by classical geodetic methods
 PF1054.and adjusted by the National Geodetic Survey in March 1998..
 PF1054
 PF1054
 PF1054.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1054
 PF1054.The geoid height was determined by GEOID03.
 PF1054
 PF1054;                    North         East     Units Scale Factor Converg.
 PF1054;SPC ME W     -   146,756.105   912,563.854   MT  0.99996861   +0 06 33.9
 PF1054;UTM  19      - 4,889,492.840   419,265.212   MT  0.99968016   -0 42 12.0
 PF1054
 PF1054                          SUPERSEDED SURVEY CONTROL
 PF1054
 PF1054  NAD 83(1992)-  44 09 15.04094(N)    070 00 34.59401(W) AD(       ) 4
 PF1054  NAD 83(1986)-  44 09 15.04641(N)    070 00 34.59900(W) AD(       ) 4
 PF1054  NAD 27      -  44 09 14.78135(N)    070 00 36.42419(W) AD(       ) 3
 PF1054
 PF1054.Superseded values are not recommended for survey control.
 PF1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1054.See file dsdata.txt to determine how the superseded data were derived.
 PF1054
 PF1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ1926589493(NAD 83)
 PF1054_MARKER: 42 = RADIO/TV MAST
 PF1054
 PF1054  HISTORY     - Date     Condition        Report By
 PF1054  HISTORY     - 1975     FIRST OBSERVED   NGS
 PF1054  HISTORY     - 1977     GOOD             NGS
 PF1054
 PF1054                          STATION DESCRIPTION
 PF1054
 PF1054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 PF1054'THE STATION, LITCHFIELD EDUCATIONAL TELEVISION MAST WCBB, IS THE
 PF1054'LIGHT AT THE TOP CENTER OF A 108 FOOT ANTENNA WHICH IS ON TOP OF
 PF1054'A 533 FOOT, 3 LEGGED, GUYED, MAST.  LOCATED ON THE EAST SIDE OF
 PF1054'THE OAK HILL ROAD 2.45 MILES NORTH OF THE INTERSECTION OF STATE
 PF1054'ROUTE 197 AND THE OAK HILL ROAD IN THE TOWN OF LITCHFIELD.
 PF1054
 PF1054                          STATION RECOVERY (1977)
 PF1054
 PF1054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (ALB)
 PF1054'THE STATION WAS RECOVERED AS DESCRIBED BY R.C.A. IN 1975.
 PF1054'
 PF1054'DESCRIBED BY GREGORY S. NELSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1448 ***********************************************************************
 OC1448  DESIGNATION -  LITCHFIELDS
 OC1448  PID         -  OC1448
 OC1448  STATE/COUNTY-  ME/CUMBERLAND
 OC1448  USGS QUAD   -  FREEPORT (1970)
 OC1448
 OC1448                         *CURRENT SURVEY CONTROL
 OC1448  ___________________________________________________________________
 OC1448* NAD 83(1996)-  43 51 54.74323(N)    070 01 02.49046(W)     ADJUSTED  
 OC1448* NAVD 88     -        33.     (meters)     108.     (feet)  SCALED    
 OC1448  ___________________________________________________________________
 OC1448  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 OC1448  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 OC1448
 OC1448  HORZ ORDER  -  THIRD
 OC1448
 OC1448.The horizontal coordinates were established by classical geodetic methods
 OC1448.and adjusted by the National Geodetic Survey in March 1998..
 OC1448
 OC1448.The orthometric height was scaled from a topographic map.
 OC1448
 OC1448.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1448
 OC1448.The geoid height was determined by GEOID03.
 OC1448
 OC1448;                    North         East     Units Scale Factor Converg.
 OC1448;SPC ME W     -   114,647.651   912,002.122   MT  0.99996844   +0 06 12.5
 OC1448;UTM  19      - 4,857,404.770   418,249.577   MT  0.99968220   -0 42 18.1
 OC1448
 OC1448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1448!SPC ME W     -   0.99999893  x   0.99996844  =   0.99996737
 OC1448!UTM  19      -   0.99999893  x   0.99968220  =   0.99968113
 OC1448
 OC1448:                Primary Azimuth Mark                     Grid Az
 OC1448:SPC ME W     -  BUNGANUC LANDING BARN CUPOLA             053 10 26.5
 OC1448:UTM  19      -  BUNGANUC LANDING BARN CUPOLA             053 58 57.1
 OC1448
 OC1448|---------------------------------------------------------------------|
 OC1448| PID    Reference Object                     Distance      Geod. Az  |
 OC1448|                                                           dddmmss.s |
 OC1448| OC1452 BUNGANUC LANDING BARN CUPOLA        488.440 METERS 0531639.0 |
 OC1448| OB0586 SKOLFIELD                           APPROX. 5.6 KM 1064254.8 |
 OC1448| OC1447 MARE POINT FLAGPOLE HALF MI N       APPROX. 4.0 KM 1860104.2 |
 OC1448| CE8282 LITCHFIELDS RM 1                     11.438 METERS 25815     |
 OC1448| CE8283 LITCHFIELDS RM 2                      7.645 METERS 33914     |
 OC1448|---------------------------------------------------------------------|
 OC1448
 OC1448                          SUPERSEDED SURVEY CONTROL
 OC1448
 OC1448  NAD 83(1992)-  43 51 54.74170(N)    070 01 02.49016(W) AD(       ) 3
 OC1448  NAD 83(1986)-  43 51 54.74745(N)    070 01 02.49531(W) AD(       ) 3
 OC1448  NAD 27      -  43 51 54.46000(N)    070 01 04.31700(W) AD(       ) 3
 OC1448
 OC1448.Superseded values are not recommended for survey control.
 OC1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1448.See file dsdata.txt to determine how the superseded data were derived.
 OC1448
 OC1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ1825057405(NAD 83)
 OC1448
 OC1448  HISTORY     - Date     Condition        Report By
 OC1448  HISTORY     - 1933     MONUMENTED       CGS
 OC1448  HISTORY     - 1941     SEE DESCRIPTION  CGS
 OC1448  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OC1448  HISTORY     - 1972     SEE DESCRIPTION  USGS
 OC1448
 OC1448                          STATION DESCRIPTION
 OC1448
 OC1448'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1448'THIS STATION IS ON THE W SIDE OF MAQUOIT BAY, ON A HIGH ROCKY KNOLL,
 OC1448'ABOUT 1/4 MILE N OF BUNGANUC LANDING, 1-1/4 MILES W OF WHARTON
 OC1448'POINT, AND 0.1 MILE E OF THE ROAD RUNNING ALONG THE E SHORE OF
 OC1448'FLYING NECK.  THIS ROCKY KNOLL IS THE ONLY ONE OF ANY PROMINENCE
 OC1448'IN THE VICINITY.
 OC1448'
 OC1448'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN
 OC1448'DRILL HOLES IN OUTCROPPING BEDROCK.
 OC1448'
 OC1448'STATION MARK IS A LITTLE N OF THE HIGHEST POINT.
 OC1448'
 OC1448'REFERENCE MARKS ARE SET IN THE ROCK, NO. 1 TO THE SW AND NO. 2 TO
 OC1448'THE NW.
 OC1448'
 OC1448'HEIGHT OF SIGNAL ABOVE STATION MARK - 6 METERS.
 OC1448
 OC1448                          STATION RECOVERY (1941)
 OC1448
 OC1448'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FLP)
 OC1448'RECOVERED AS DESCRIBED IN 1933.
 OC1448
 OC1448                          STATION RECOVERY (1943)
 OC1448
 OC1448'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 OC1448'RECOVERED AS DESCRIBED.  STATION AND REFERENCE MARKS ARE IN GOOD
 OC1448'CONDITION.
 OC1448'
 OC1448'STATION IS ON THE W SIDE OF MAQUOIT BAY, ON A HIGH ROCKY KNOLL,
 OC1448'ABOUT 1/4 MILE N OF BUNGANUC LANDING, 1-1/4 MILES W OF WHARTON
 OC1448'POINT, AND 0.1 MILE E OF THE ROAD RUNNING ALONG THE E SHORE OF
 OC1448'FLYING NECK.  THIS ROCKY KNOLL IS THE ONLY ONE OF ANY PROMINENCE
 OC1448'IN THE VICINITY.
 OC1448'
 OC1448'REFERENCE MARK 1 IS SET IN ROCK 11.438 METERS SW OF THE STATION.
 OC1448'
 OC1448'REFERENCE MARK 2 IS SET IN ROCK 7.645 METERS NW OF THE STATION.
 OC1448'
 OC1448'REFERENCE MARK 1 TO REFERENCE MARK 2 IS 12.712 METERS.
 OC1448
 OC1448                          STATION RECOVERY (1972)
 OC1448
 OC1448'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OC1448'STATION MARK AND RM 2 FOUND AS DESCRIBED.  RM 1 TABLET IS
 OC1448'MISSING.  STATION IS LOCATED IN A WOODED AREA.  CAN NOT SEE OUT
 OC1448'UNLESS A 35 FT TO 50 TOWER IS BUILT OVER STATION.  CAN NOT USE
 OC1448'PORTABLE TRUCK TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1361 ***********************************************************************
 PE1361  DESIGNATION -  LITHGOW
 PE1361  PID         -  PE1361
 PE1361  STATE/COUNTY-  ME/KENNEBEC
 PE1361  USGS QUAD   -  AUGUSTA (1991)
 PE1361
 PE1361                         *CURRENT SURVEY CONTROL
 PE1361  ___________________________________________________________________
 PE1361* NAD 83(1996)-  44 19 16.10523(N)    069 49 54.62271(W)     ADJUSTED  
 PE1361* NAVD 88     -       125.898  (meters)     413.05   (feet)  ADJUSTED  
 PE1361  ___________________________________________________________________
 PE1361  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 PE1361  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 PE1361  DYNAMIC HT  -         125.886 (meters)     413.01  (feet)  COMP
 PE1361  MODELED GRAV-     980,527.6   (mgal)                       NAVD 88
 PE1361
 PE1361  HORZ ORDER  -  THIRD
 PE1361  VERT ORDER  -  SECOND    CLASS I
 PE1361
 PE1361.The horizontal coordinates were established by classical geodetic methods
 PE1361.and adjusted by the National Geodetic Survey in March 1998..
 PE1361
 PE1361.The orthometric height was determined by differential leveling
 PE1361.and adjusted by the National Geodetic Survey in June 1991..
 PE1361
 PE1361.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1361
 PE1361.The geoid height was determined by GEOID03.
 PE1361
 PE1361.The dynamic height is computed by dividing the NAVD 88
 PE1361.geopotential number by the normal gravity value computed on the
 PE1361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1361.degrees latitude (g = 980.6199 gals.).
 PE1361
 PE1361.The modeled gravity was interpolated from observed gravity values.
 PE1361
 PE1361;                    North         East     Units Scale Factor Converg.
 PE1361;SPC ME W     -   165,350.318   926,709.038   MT  0.99997544   +0 14 02.2
 PE1361;UTM  19      - 4,907,878.631   433,668.715   MT  0.99965411   -0 34 52.4
 PE1361
 PE1361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1361!SPC ME W     -   0.99998432  x   0.99997544  =   0.99995976
 PE1361!UTM  19      -   0.99998432  x   0.99965411  =   0.99963844
 PE1361
 PE1361:                Primary Azimuth Mark                     Grid Az
 PE1361:SPC ME W     -  MEMORIAL                                 042 02 14.9
 PE1361:UTM  19      -  MEMORIAL                                 042 51 09.5
 PE1361
 PE1361|---------------------------------------------------------------------|
 PE1361| PID    Reference Object                     Distance      Geod. Az  |
 PE1361|                                                           dddmmss.s |
 PE1361| PE1354 MEMORIAL                            APPROX. 5.1 KM 0421617.1 |
 PE1361| PE2478 VOR AUGUSTA MUN APT 1975            APPROX. 2.8 KM 0923121.4 |
 PE1361|---------------------------------------------------------------------|
 PE1361
 PE1361                          SUPERSEDED SURVEY CONTROL
 PE1361
 PE1361  NAD 83(1992)-  44 19 16.10412(N)    069 49 54.62099(W) AD(       ) 3
 PE1361  NAD 83(1986)-  44 19 16.10932(N)    069 49 54.62615(W) AD(       ) 3
 PE1361  NAD 27      -  44 19 15.86380(N)    069 49 56.46430(W) AD(       ) 3
 PE1361  NGVD 29 (??/??/92)  126.115  (m)          413.76   (f) ADJ UNCH    2 1
 PE1361
 PE1361.Superseded values are not recommended for survey control.
 PE1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1361.See file dsdata.txt to determine how the superseded data were derived.
 PE1361
 PE1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK3366907879(NAD 83)
 PE1361_MARKER: DD = SURVEY DISK
 PE1361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1361_STAMPING: LITHGOW
 PE1361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1361+STABILITY: SURFACE MOTION
 PE1361
 PE1361  HISTORY     - Date     Condition        Report By
 PE1361  HISTORY     - 1974     MONUMENTED       MEDT
 PE1361  HISTORY     - 1974     GOOD             MEDT
 PE1361
 PE1361                          STATION DESCRIPTION
 PE1361
 PE1361'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974 (RCA)
 PE1361'THE STATION IS LOCATED ON PELTON HILL IN THE TOWN OF MANCHESTER,
 PE1361'ON THE SOUTH SIDE OF U.S. ROUTE 202, 140 FEET WEST OF THE
 PE1361'AUGUSTA-MANCHESTER TOWN LINE, 1.0 MILES WEST OF INTERSTATE 95,
 PE1361'AND 1.5 MILES EAST OF THE TOWN OF MANCHESTER.
 PE1361'
 PE1361'TO REACH FROM THE TRAFFIC CIRCLE ON THE WEST SIDE OF THE KENNEBEC
 PE1361'RIVER IN AUGUSTA, GO WEST ON U.S. ROUTE 202 (WESTERN AVENUE) 2.75
 PE1361'MILES TO THE TOP OF PELTON HILL AND THE STATION ON THE LEFT.
 PE1361'
 PE1361'THE STATION IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION DISK
 PE1361'SET IN A 12 INCH CYLINDRICAL CONCRETE POST, FLUSH WITH THE GROUND,
 PE1361'AND STAMPED 1974 LITHGOW.  IT IS 4.0 FEET NORTH-NORTHEAST OF A
 PE1361'METAL WITNESS POST, 39.0 FEET SOUTH-SOUTHWEST OF THE CENTERLINE
 PE1361'OF U.S. ROUTE 202, 8.0 FEET HIGHER THAN THE ROAD LEVEL, AND 22.7
 PE1361'FEET WEST OF A TELEPHONE POLE NUMBER 209/1339/84.  THE
 PE1361'UNDERGROUND-STATION MARK IS A BRASS PLUG SET IN AN IRREGULAR
 PE1361'MASS OF CONCRETE STAMPED LITHGOW 1974 54 INCHES BELOW THE
 PE1361'SURFACE OF THE GROUND.
 PE1361'
 PE1361'NO REFERENCE MARKS ESTABLISHED AT THIS TIME.
 PE1361'
 PE1361'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 PE1361
 PE1361                          STATION RECOVERY (1974)
 PE1361
 PE1361'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 PE1361'3.6 MI SW FROM AUGUSTA.
 PE1361'ABOUT 2.5 MILES SOUTHWESTERLY ALONG I-95 SOUTHBOUND FROM THE
 PE1361'I-95 OVERPASS CROSSING STATE ROUTES 8, 11, 27 TO THE I-95 EXIT
 PE1361'TO AUGUSTA.  THENCE WESTERLY 1.1 MILES ALONG U.S. HIGHWAY 202 AND
 PE1361'STATE ROUTES 11, 17, 100, TO PELTON HILL, IN THE TOWN OF
 PE1361'MANCHESTER.  STATION MARK IS 47 PACES WEST OF THE
 PE1361'AUGUSTA-MANCHESTER TOWN LINE, 39 FEET SOUTH OF AND 8 FEET ABOVE
 PE1361'THE CENTERLINE OF THE HIGHWAY, 22.7 FEET WEST OF NET AND T POLE
 PE1361'209/1339/84 AND 4.0 FEET NORTH, NORTHEAST OF THE METAL WITNESS
 PE1361'POST.  A DISK SET FLUSH IN THE TOP OF A CYLINDRICAL CONCRETE
 PE1361'POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0919 ***********************************************************************
 PD0919  DESIGNATION -  LITTLE
 PD0919  PID         -  PD0919
 PD0919  STATE/COUNTY-  ME/WASHINGTON
 PD0919  USGS QUAD   -  WHITING (1977)
 PD0919
 PD0919                         *CURRENT SURVEY CONTROL
 PD0919  ___________________________________________________________________
 PD0919* NAD 83(1996)-  44 51 09.78172(N)    067 09 35.31928(W)     ADJUSTED  
 PD0919* NAVD 88     -                                                        
 PD0919  ___________________________________________________________________
 PD0919  LAPLACE CORR-           4.53  (seconds)                    DEFLEC99
 PD0919  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 PD0919
 PD0919  HORZ ORDER  -  THIRD
 PD0919
 PD0919.The horizontal coordinates were established by classical geodetic methods
 PD0919.and adjusted by the National Geodetic Survey in March 1998..
 PD0919
 PD0919
 PD0919.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0919
 PD0919.The geoid height was determined by GEOID03.
 PD0919
 PD0919;                    North         East     Units Scale Factor Converg.
 PD0919;SPC ME E     -   132,651.414   405,929.507   MT  1.00003794   +0 56 43.1
 PD0919;UTM  19      - 4,968,236.507   645,406.304   MT  0.99985999   +1 17 53.1
 PD0919
 PD0919                          SUPERSEDED SURVEY CONTROL
 PD0919
 PD0919  NAD 83(1992)-  44 51 09.77384(N)    067 09 35.31875(W) AD(       ) 4
 PD0919  NAD 83(1986)-  44 51 09.77164(N)    067 09 35.32134(W) AD(       ) 4
 PD0919  NAD 27      -  44 51 09.49300(N)    067 09 37.39200(W) AD(       ) 3
 PD0919
 PD0919.Superseded values are not recommended for survey control.
 PD0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0919.See file dsdata.txt to determine how the superseded data were derived.
 PD0919
 PD0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK4540668237(NAD 83)
 PD0919
 PD0919  HISTORY     - Date     Condition        Report By
 PD0919  HISTORY     - UNK      MONUMENTED
 PD0919  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0919
 PD0919                          STATION DESCRIPTION
 PD0919
 PD0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0919'NOT RECOVERED.  THIS STATION WAS NOT DESCRIBED.  ITS POSITION
 PD0919'WAS PLOTTED ON THE EASTPORT TOPOGRAPHIC QUADRANGLE AND A
 PD0919'SEARCH WAS MADE OF THE VICINITY OF ITS PLOTTED POSITION.  NO
 PD0919'STATION MARK WAS FOUND.  LITTLE 2 WAS ESTABLISHED IN THE
 PD0919'IMMEDIATE VICINITY OF THIS STATION IN 1886.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0920 ***********************************************************************
 PD0920  DESIGNATION -  LITTLE 2 1886
 PD0920  PID         -  PD0920
 PD0920  STATE/COUNTY-  ME/WASHINGTON
 PD0920  USGS QUAD   -  WHITING (1977)
 PD0920
 PD0920                         *CURRENT SURVEY CONTROL
 PD0920  ___________________________________________________________________
 PD0920* NAD 83(1996)-  44 51 09.83100(N)    067 09 35.36741(W)     ADJUSTED  
 PD0920* NAVD 88     -        61.     (meters)     200.     (feet)  SCALED    
 PD0920  ___________________________________________________________________
 PD0920  LAPLACE CORR-           4.53  (seconds)                    DEFLEC99
 PD0920  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 PD0920
 PD0920  HORZ ORDER  -  THIRD
 PD0920
 PD0920.The horizontal coordinates were established by classical geodetic methods
 PD0920.and adjusted by the National Geodetic Survey in March 1998..
 PD0920
 PD0920.The orthometric height was scaled from a topographic map.
 PD0920
 PD0920.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0920
 PD0920.The geoid height was determined by GEOID03.
 PD0920
 PD0920;                    North         East     Units Scale Factor Converg.
 PD0920;SPC ME E     -   132,652.917   405,928.425   MT  1.00003794   +0 56 43.1
 PD0920;UTM  19      - 4,968,238.004   645,405.213   MT  0.99985999   +1 17 53.1
 PD0920
 PD0920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0920!SPC ME E     -   0.99999402  x   1.00003794  =   1.00003196
 PD0920!UTM  19      -   0.99999402  x   0.99985999  =   0.99985401
 PD0920
 PD0920:                Primary Azimuth Mark                     Grid Az
 PD0920:SPC ME E     -  REDOUBT HILL TANK                        056 14 41.8
 PD0920:UTM  19      -  REDOUBT HILL TANK                        055 53 31.8
 PD0920
 PD0920|---------------------------------------------------------------------|
 PD0920| PID    Reference Object                     Distance      Geod. Az  |
 PD0920|                                                           dddmmss.s |
 PD0920| PD0856 REDOUBT HILL TANK                   APPROX.13.9 KM 0571124.9 |
 PD0920| PD0760 EASTPORT CATH CH SPIRE              APPROX.14.6 KM 0655311.6 |
 PD0920| PD0930 KING 1887                           APPROX. 8.5 KM 3135736.3 |
 PD0920|---------------------------------------------------------------------|
 PD0920
 PD0920                          SUPERSEDED SURVEY CONTROL
 PD0920
 PD0920  NAD 83(1992)-  44 51 09.82196(N)    067 09 35.36606(W) AD(       ) 3
 PD0920  NAD 83(1986)-  44 51 09.81966(N)    067 09 35.36844(W) AD(       ) 3
 PD0920  NAD 27      -  44 51 09.53400(N)    067 09 37.43000(W) AD(       ) 3
 PD0920
 PD0920.Superseded values are not recommended for survey control.
 PD0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0920.See file dsdata.txt to determine how the superseded data were derived.
 PD0920
 PD0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK4540568238(NAD 83)
 PD0920_MARKER: B = BOLT
 PD0920_SETTING: 66 = SET IN ROCK OUTCROP
 PD0920_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 PD0920_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0920_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0920+STABILITY: POSITION/ELEVATION WELL
 PD0920
 PD0920  HISTORY     - Date     Condition        Report By
 PD0920  HISTORY     - 1886     MONUMENTED       CGS
 PD0920  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0920  HISTORY     - 1946     GOOD             IBC
 PD0920  HISTORY     - 1985     GOOD             NOS
 PD0920
 PD0920                          STATION DESCRIPTION
 PD0920
 PD0920'DESCRIBED BY COAST AND GEODETIC SURVEY 1886 (CHB)
 PD0920'ON A PROMINENT WOOD HILL, KNOWN AS LITTLE MOUNTAIN, IN THE EDMUNDS
 PD0920'UNIT OF THE MOOSEHORN NATIONAL WILD LIFE REFUGE, ABOUT 4.4 MILES NNE
 PD0920'OF WHITING, ME, 4.6 MILES SE OF DENNYSVILLE, AND ABOUT 0.6 MILE W OF
 PD0920'THE W SHORE OF WHITING BAY.  THE STATION IS ON THE MOST EASTERLY AND
 PD0920'HIGHER OF THE TWO SUMMITS OF THE HILL, ABOUT 5/8 MILE E OF THE MAIN
 PD0920'ROAD FROM WHITING TO DENNYSVILLE.  A BRANCH ROAD BETWEEN THESE TWO
 PD0920'VILLAGES PASSES 200 METERS S OF THE STATION AND AFTER MAKING AN
 PD0920'ABRUPT TURN N PASSES THE STATION 1/4 MILE E.  THE LITTLE MOUNTAIN
 PD0920'FIRE TOWER HAS BEEN ERECTED OVER THE STATION AND IS SUPPORTED BY
 PD0920'FOUR 14 - INCH TIMBERS SET IN CONCRETE FOOTINGS.  THE STATION IS
 PD0920'0.60 METER SSW OF THE CENTER OF THE TOWER, AT THE FOLLOWING DISTANCES
 PD0920'FROM THE INSIDE FACES OF THE LEGS.  2.782 METERS FROM N LEG, 2.657
 PD0920'METERS FROM THE E LEG, 1.690 METERS FROM THE S LEG, AND 2.230 METERS
 PD0920'FROM THE W LEG.
 PD0920'
 PD0920'TO REACH STATION FROM WHITING, DRIVE N ON US HIGHWAY 1 ABOUT 4.2
 PD0920'MILES, THEN E AT THE WILD LIFE REFUGE SIGN 0.6 MILE TO A SECOND SIGN
 PD0920'WHERE A BRANCH ROAD RUNS S.  WALK NNW ABOUT 250 METERS TO SUMMIT OF
 PD0920'LITTLE MOUNTAIN AND STATION.
 PD0920'
 PD0920'STATION MARK IS A COPPER BOLT SET IN A DRILL HOLE IN THE ROCK.
 PD0920
 PD0920                          STATION RECOVERY (1946)
 PD0920
 PD0920'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0920'STATION IS ON A PROMINENT WOODED HILL, KNOWN AS LITTLE MOUNTAIN, IN
 PD0920'THE EDMUNDS UNIT OF THE MOOSEHORN NATIONAL WILD LIFE REFUGE, ABOUT
 PD0920'4.4 MILES NNE OF WHITING, MAINE, 4.6 MILES SE OF DENNYSVILLE, AND
 PD0920'ABOUT 0.6 MILE W OF THE W SHORE OF WHITING BAY.  THE STATION IS ON
 PD0920'THE MOST E AND HIGHER OF THE TWO SUMMITS OF THE HILL, ABOUT 5/8
 PD0920'MILE E OF THE MAIN ROAD FROM WHITING TO DENNYSVILLE.  A BRANCH
 PD0920'ROAD BETWEEN THESE TWO VILLAGES PASSES 200 METERS S OF THE STATION
 PD0920'AND AFTER MAKING AN ABRUPT TURN N PASSES THE STATION 1/4 MILE E.
 PD0920'THE LITTLE MOUNTAIN FIRE TOWER HAS BEEN ERECTED OVER THE
 PD0920'STATION AND IS SUPPORTED BY FOUR 14-INCH TIMBERS SET IN
 PD0920'CONCRETE FOOTINGS.  THE STATION IS 0.60 METER SSW OF THE CENTER OF
 PD0920'THE TOWER, AT THE FOLLOWING DISTANCES FROM THE INSIDE FACES
 PD0920'OF THE LEGS--2.782 METERS FROM N LEG, 2.657 METERS FROM THE E LEG,
 PD0920'1.690 METERS FROM THE S LEG, AND 2.230 METERS FROM THE W LEG.
 PD0920'
 PD0920'STATION MARK IS A COPPER BOLT SET IN A DRILL HOLE IN THE ROCK.
 PD0920'
 PD0920'TO REACH STATION FROM WHITING, DRIVE N ON U.S. HIGHWAY 1 ABOUT
 PD0920'4.2 MILES, THEN E AT THE WILD LIFE REFUGE SIGN 0.6 MILE TO A
 PD0920'SECOND SIGN WHERE A BRANCH ROAD RUNS S.  WALK NNW ABOUT 250 METERS
 PD0920'TO SUMMIT OF LITTLE MOUNTAIN AND STATION.
 PD0920
 PD0920                          STATION RECOVERY (1946)
 PD0920
 PD0920'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 PD0920'RECOVERED IN GOOD CONDITION.
 PD0920
 PD0920                          STATION RECOVERY (1985)
 PD0920
 PD0920'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1985 (WVH)
 PD0920'THE STATION WAS RECOVERED AT THIS DATE.
 PD0920'DESCRIPTION IS ADEQUATE EXCEPT A STEEL LOOKOUT TOWER HAS BEEN
 PD0920'ERECTED OVER THE STATION.  ACCESS TO THE SITE IS CONTROLLED BY THE
 PD0920'COBSCOOK BAY STATE PARK MANAGER, MR JARVIS JOHNSON (207 726-4412),
 PD0920'WHO HAS THE KEY TO THE GATE ACROSS ROAD.  10 MINUTE PACK IS FROM END
 PD0920'OF VEHICLE TRAVEL INSIDE GATE.
 PD0920'
 PD0920'DESCRIBED BY G.E.L.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1985 ***********************************************************************
 PE1985  DESIGNATION -  LITTLE BALL
 PE1985  PID         -  PE1985
 PE1985  STATE/COUNTY-  ME/HANCOCK
 PE1985  USGS QUAD   -  PENOBSCOT (1981)
 PE1985
 PE1985                         *CURRENT SURVEY CONTROL
 PE1985  ___________________________________________________________________
 PE1985* NAD 83(1996)-  44 29 19.05287(N)    068 44 38.97951(W)     ADJUSTED  
 PE1985* NAVD 88     -       146.     (meters)     479.     (feet)  SCALED    
 PE1985  ___________________________________________________________________
 PE1985  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 PE1985  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 PE1985
 PE1985  HORZ ORDER  -  SECOND
 PE1985
 PE1985.The horizontal coordinates were established by classical geodetic methods
 PE1985.and adjusted by the National Geodetic Survey in March 1998..
 PE1985
 PE1985.The orthometric height was scaled from a topographic map.
 PE1985
 PE1985.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1985
 PE1985.The geoid height was determined by GEOID03.
 PE1985
 PE1985;                    North         East     Units Scale Factor Converg.
 PE1985;SPC ME E     -    91,350.832   280,580.151   MT  0.99990464   -0 10 16.0
 PE1985;UTM  19      - 4,926,177.589   520,342.582   MT  0.99960509   +0 10 45.4
 PE1985
 PE1985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1985!SPC ME E     -   0.99998106  x   0.99990464  =   0.99988570
 PE1985!UTM  19      -   0.99998106  x   0.99960509  =   0.99958615
 PE1985
 PE1985:                Primary Azimuth Mark                     Grid Az
 PE1985:SPC ME E     -  CASTINE ORTHODOX CHURCH SPIRE            202 02 34.6
 PE1985:UTM  19      -  CASTINE ORTHODOX CHURCH SPIRE            201 41 33.2
 PE1985
 PE1985|---------------------------------------------------------------------|
 PE1985| PID    Reference Object                     Distance      Geod. Az  |
 PE1985|                                                           dddmmss.s |
 PE1985| PE2112 CASTINE ORTHODOX CHURCH SPIRE       APPROX.11.9 KM 2015218.6 |
 PE1985| PE2111 CASTINE NORMAL SCHOOL SPIRE         APPROX.11.9 KM 2032624.5 |
 PE1985| PE2109 FORT POINT LH                       APPROX. 5.9 KM 2460327.1 |
 PE1985| CE8078 LITTLE BALL RM 2                     10.420 METERS 26016     |
 PE1985| PE2135 WEST STOCKTON WHITE CH SPIRE        APPROX.11.5 KM 2620356.8 |
 PE1985| PE2107 STOCKTON SPRINGS UNIV CHURCH        APPROX. 9.0 KM 2713757.5 |
 PE1985| PE2188 ODENS ODOM LEDGE BEACON             APPROX. 5.4 KM 3033517.0 |
 PE1985| PE2181 ERSKINE                             APPROX. 7.6 KM 3115914.6 |
 PE1985|---------------------------------------------------------------------|
 PE1985
 PE1985                          SUPERSEDED SURVEY CONTROL
 PE1985
 PE1985  NAD 83(1992)-  44 29 19.05150(N)    068 44 38.96410(W) AD(       ) 2
 PE1985  NAD 83(1986)-  44 29 19.05132(N)    068 44 38.96677(W) AD(       ) 2
 PE1985  NAD 27      -  44 29 18.78000(N)    068 44 40.86100(W) AD(       ) 2
 PE1985
 PE1985.Superseded values are not recommended for survey control.
 PE1985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1985.See file dsdata.txt to determine how the superseded data were derived.
 PE1985
 PE1985_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK2034326178(NAD 83)
 PE1985
 PE1985  HISTORY     - Date     Condition        Report By
 PE1985  HISTORY     - UNK      MONUMENTED       CGS
 PE1985  HISTORY     - 1911     SEE DESCRIPTION  CGS
 PE1985  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE1985  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE1985
 PE1985                          STATION DESCRIPTION
 PE1985
 PE1985'DESCRIBED BY COAST AND GEODETIC SURVEY 1911
 PE1985'STATION IS ON THE NW PART OF THE SUMMIT OF LITTLE BALL OR
 PE1985'WALLAMATOGUS MOUNTAIN, WHICH IS LOCATED ABOUT 1-3/4 MILES E
 PE1985'OF PENOBSCOT RIVER AND 1-1/2 MILES N OF LITTLEFIELD COVE OF
 PE1985'NORTHERN BAY OF BAGADUCE RIVER.
 PE1985'
 PE1985'THE STATION IS ABOUT 1/4 MILE N OF A ROAD LEADING TO PENOBSCOT
 PE1985'AND IS MARKED BY A COPPER BOLT SET IN A HOLE IN A ROCK AND
 PE1985'COVERED BY A CAIRN.  THE HEAD OF THE BOLT HAS BEEN BROKEN OFF,
 PE1985'SO THAT CLOSE INSPECTION IS NECESSARY TO FIND IT.
 PE1985
 PE1985                          STATION RECOVERY (1934)
 PE1985
 PE1985'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1985'STATION IS ON THE SUMMIT OF WALLAMATOGUS MOUNTAIN WHICH LIES ON
 PE1985'THE E SIDE OF THE PENOBSCOT RIVER, ABOUT 6 MILES S OF BUCKSPORT,
 PE1985'ABOUT 1 MILE WNW OF PIERCE POND AND 2 MILES N OF LITTLEFIELD COVE.
 PE1985'
 PE1985'THE STATION MARK IS FLUSH WITH THE LEDGE ON THE EASTERN EDGE
 PE1985'OF A CLEARING ON TOP OF THE MOUNTAIN.  IT IS ABOUT 10 FEET W OF
 PE1985'THE EASTERN TREE LINE AND ABOUT 50 METERS WNW OF WHAT APPEARS
 PE1985'TO BE THE HIGHEST POINT.
 PE1985'
 PE1985'THREE REFERENCE MARKS, STANDARD BRONZE DISKS WEDGED IN DRILL
 PE1985'HOLES IN THE BARE LEDGES IN THE CLEARING, WERE
 PE1985'ESTABLISHED.  REFERENCE MARK NO. 1 IS S, REFERENCE MARK NO. 2 IS W
 PE1985'ON TOP OF A PROMINENT BOULDER AND REFERENCE MARK NO. 3 IS NW OF
 PE1985'THE STATION.
 PE1985'
 PE1985'TO REACH THE STATION FROM ORLAND, GO S ON HIGHWAY 175 ABOUT 7
 PE1985'MILES TO THE JUNCTION OF HIGHWAY 199.  THERE GO E ON HIGHWAY
 PE1985'199 TO ANOTHER JUNCTION OF HIGHWAY 175.  ZERO SPEEDOMETER AND
 PE1985'CONTINUE E ON HIGHWAY 175 AS FOLLOWS--0.9 TAKE GRAVEL ROAD
 PE1985'LEFT JUST AFTER CROSSING BRANCH AND TAKE LEFT FORK JUST AFTER
 PE1985'LEAVING HIGHWAY 175, 1.4 TAKE RIGHT FORK AT GRAVEL
 PE1985'PIT, 1.6 GATE, 1.8 GATE, 2.0 HOME OF MR. PERKINS.  FROM THIS
 PE1985'HOUSE FOLLOW OLD ROAD TO THE NW CORNER OF THE OPEN SPACE ON
 PE1985'THE S SIDE OF THE MOUNTAIN.  CROSS FENCE INTO WOODS AND FOLLOW
 PE1985'TRAIL W ABOUT 300 YARDS TO THE STATION.
 PE1985'
 PE1985'A 30-FOOT TOWER WAS BUILT OVER THE STATION AND ROCKS WHICH HELD
 PE1985'THE LEGS SHOULD BE OF ADVANTAGE IN RECOVERING STATION.
 PE1985
 PE1985                          STATION RECOVERY (1944)
 PE1985
 PE1985'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1985'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 PE1985'RECOVERY NOTE OF K.G.C. IN 1934 IS ADEQUATE WITH THE FOLLOWING
 PE1985'EXCEPTIONS--WHAT WAS EVIDENTLY THE HOME OF MR. PERKINS IS NOW
 PE1985'VACANT AND IN A BAD STATE OF REPAIR.  THE ROAD BEYOND THE GRAVEL
 PE1985'PIT CAN ONLY BE TRAVELED IN DRY WEATHER.  THE OPEN SPACE ON S
 PE1985'SIDE OF MOUNTAIN REACHES ALMOST TO TOP.  THE FENCE MENTIONED
 PE1985'WAS NOT FOUND NOR WAS THE TRAIL.  STATION IS IN AN OPEN SPACE
 PE1985'IN THE WOODS AND NOT IN A CLEARING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1685 ***********************************************************************
 OC1685  DESIGNATION -  LITTLE CHEBEAG
 OC1685  PID         -  OC1685
 OC1685  STATE/COUNTY-  ME/CUMBERLAND
 OC1685  USGS QUAD   -  PORTLAND EAST (1975)
 OC1685
 OC1685                         *CURRENT SURVEY CONTROL
 OC1685  ___________________________________________________________________
 OC1685* NAD 83(1996)-  43 42 39.87514(N)    070 09 20.17587(W)     ADJUSTED  
 OC1685* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 OC1685  ___________________________________________________________________
 OC1685  LAPLACE CORR-           3.61  (seconds)                    DEFLEC99
 OC1685  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 OC1685
 OC1685  HORZ ORDER  -  THIRD
 OC1685
 OC1685.The horizontal coordinates were established by classical geodetic methods
 OC1685.and adjusted by the National Geodetic Survey in March 1998..
 OC1685
 OC1685.The orthometric height was scaled from a topographic map.
 OC1685
 OC1685.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1685
 OC1685.The geoid height was determined by GEOID03.
 OC1685
 OC1685;                    North         East     Units Scale Factor Converg.
 OC1685;SPC ME W     -    97,512.349   900,891.526   MT  0.99996668   +0 00 27.5
 OC1685;UTM  19      - 4,840,432.365   406,901.734   MT  0.99970661   -0 47 55.0
 OC1685
 OC1685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1685!SPC ME W     -   1.00000318  x   0.99996668  =   0.99996986
 OC1685!UTM  19      -   1.00000318  x   0.99970661  =   0.99970979
 OC1685
 OC1685:                Primary Azimuth Mark                     Grid Az
 OC1685:SPC ME W     -  GREAT CHEBEAG IS CHURCH BELFRY           043 15 48.4
 OC1685:UTM  19      -  GREAT CHEBEAG IS CHURCH BELFRY           044 04 10.9
 OC1685
 OC1685|---------------------------------------------------------------------|
 OC1685| PID    Reference Object                     Distance      Geod. Az  |
 OC1685|                                                           dddmmss.s |
 OC1685| OC1520 GREAT CHEBEAG IS CHURCH BELFRY      APPROX. 3.9 KM 0431615.9 |
 OC1685| OC1522 HOPE IS S CHIM W WING LGE HSE       APPROX. 2.9 KM 1093147.6 |
 OC1685| OC1745 MC KINLEY WATER TOWER               APPROX. 4.4 KM 2254714.8 |
 OC1685| OC1656 MUNJOY HILL OBSERVATORY             APPROX. 9.0 KM 2354912.0 |
 OC1685| OC1812 PORTLAND SPTANDPIPE                 APPROX. 9.0 KM 2390259.0 |
 OC1685| OC1777 COW ISLAND LEDGE LIGHT              APPROX. 2.8 KM 2512130.9 |
 OC1685| CE8284 LITTLE CHEBEAG RM 1                  13.479 METERS 25200     |
 OC1685| OC1732 FLAMOUTH BROWN MEMORIAL CHURCH      APPROX. 5.9 KM 2731621.2 |
 OC1685| OC1768 FALMOUTH STANDPIPE                  APPROX. 5.5 KM 3050539.2 |
 OC1685| CE8285 LITTLE CHEBEAG RM 2                  19.880 METERS 32637     |
 OC1685| OC1681 UPPER BASKET LEDGE SPINDLE USE      APPROX. 3.2 KM 3551506.9 |
 OC1685| OC1683 LOWER BASKET LEDGE SPINDLE USE      APPROX. 2.1 KM 3574452.7 |
 OC1685|---------------------------------------------------------------------|
 OC1685
 OC1685                          SUPERSEDED SURVEY CONTROL
 OC1685
 OC1685  NAD 83(1992)-  43 42 39.87336(N)    070 09 20.17638(W) AD(       ) 3
 OC1685  NAD 83(1986)-  43 42 39.87940(N)    070 09 20.18182(W) AD(       ) 3
 OC1685  NAD 27      -  43 42 39.59300(N)    070 09 22.00800(W) AD(       ) 3
 OC1685
 OC1685.Superseded values are not recommended for survey control.
 OC1685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1685.See file dsdata.txt to determine how the superseded data were derived.
 OC1685
 OC1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0690240432(NAD 83)
 OC1685_MARKER: DS = TRIANGULATION STATION DISK
 OC1685_SETTING: 66 = SET IN ROCK OUTCROP
 OC1685
 OC1685  HISTORY     - Date     Condition        Report By
 OC1685  HISTORY     - 1933     MONUMENTED       CGS
 OC1685  HISTORY     - 1941     GOOD             CGS
 OC1685  HISTORY     - 1979     GOOD             LOCENG
 OC1685
 OC1685                          STATION DESCRIPTION
 OC1685
 OC1685'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1685'STATION IS ON THE MOST SOUTHWESTERLY NECK OF LITTLE CHEBEAG
 OC1685'ISLAND ON THE HIGHEST POINT OF THE NECK IN A BARE LEDGE OF
 OC1685'ROCK, 26 METERS FROM THE HIGH-WATER LINE AND A ROCK BLUFF TO
 OC1685'N, 60 METERS FROM HIGH-WATER LINE AT SW POINT OF ISLAND, AND
 OC1685'IS 50 METERS FROM HIGH-WATER LINE TO S.
 OC1685'
 OC1685'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 OC1685'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 OC1685'
 OC1685'REFERENCE MARK NO. 1 IS 8 METERS FROM HIGH-WATER LINE AND ROCK
 OC1685'BLUFF TO W.
 OC1685'
 OC1685'REFERENCE MARK NO. 2 IS 5 METERS FROM HIGH-WATER LINE ON A ROCK
 OC1685'BLUFF TO N AND IS ON A NARROW ROCK LEDGE RUNNING INTO THE BAY.
 OC1685'
 OC1685'BOTH REFERENCE MARKS SET IN BARE ROCK LEDGES.
 OC1685'
 OC1685'STATION IS BEST REACHED FROM SE AS SHORE LINE IS A ROCK BLUFF
 OC1685'ON N SIDE OF POINT.
 OC1685'
 OC1685'HEIGHT OF SIGNAL ABOVE STATION MARK - 4.09 METERS.
 OC1685
 OC1685                          STATION RECOVERY (1941)
 OC1685
 OC1685'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1685'STATION IS LOCATED ON THE EXTREME W NECK OF LITTLE CHEBEAGUE
 OC1685'ISLAND ON THE HIGHEST POINT OF THE NECK, IN A ROCKY LEDGE.
 OC1685'
 OC1685'STATION MARK IS A STANDARD DISK SET IN OUTCROPPING
 OC1685'BEDROCK.  STAMPED LITTLE CHEBEAG 1933.
 OC1685'
 OC1685'REFERENCE MARKS NOS. 1 AND 2 ARE SET IN OUTCROPPING
 OC1685'BEDROCK.  BOTH STAMPED LITTLE CHEBEAG 1933.
 OC1685
 OC1685                          STATION RECOVERY (1979)
 OC1685
 OC1685'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979 (DAM)
 OC1685'STATION RECOVERED BY WHITMAN AND HOWARD, INC.
 OC1685'
 OC1685'LITTLE CHEBEAG 1933 GOOD
 OC1685'
 OC1685'DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1982 ***********************************************************************
 PE1982  DESIGNATION -  LITTLE DEER IS BLK HSE S CHIM
 PE1982  PID         -  PE1982
 PE1982  STATE/COUNTY-  ME/HANCOCK
 PE1982  USGS QUAD   -  SARGENTVILLE (1981)
 PE1982
 PE1982                         *CURRENT SURVEY CONTROL
 PE1982  ___________________________________________________________________
 PE1982* NAD 83(1996)-  44 18 10.89433(N)    068 43 55.56205(W)     ADJUSTED  
 PE1982* NAVD 88     -                                                        
 PE1982  ___________________________________________________________________
 PE1982  LAPLACE CORR-           2.38  (seconds)                    DEFLEC99
 PE1982  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 PE1982
 PE1982  HORZ ORDER  -  THIRD
 PE1982
 PE1982.The horizontal coordinates were established by classical geodetic methods
 PE1982.and adjusted by the National Geodetic Survey in March 1998..
 PE1982
 PE1982
 PE1982.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1982
 PE1982.The geoid height was determined by GEOID03.
 PE1982
 PE1982;                    North         East     Units Scale Factor Converg.
 PE1982;SPC ME E     -    70,726.275   281,480.957   MT  0.99990422   -0 09 43.6
 PE1982;UTM  19      - 4,905,565.083   521,368.982   MT  0.99960562   +0 11 13.6
 PE1982
 PE1982                          SUPERSEDED SURVEY CONTROL
 PE1982
 PE1982  NAD 83(1992)-  44 18 10.89962(N)    068 43 55.53953(W) AD(       ) 4
 PE1982  NAD 83(1986)-  44 18 10.90145(N)    068 43 55.54157(W) AD(       ) 4
 PE1982  NAD 27      -  44 18 10.62000(N)    068 43 57.44000(W) AD(       ) 3
 PE1982
 PE1982.Superseded values are not recommended for survey control.
 PE1982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1982.See file dsdata.txt to determine how the superseded data were derived.
 PE1982
 PE1982_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK2136905565(NAD 83)
 PE1982
 PE1982  HISTORY     - Date     Condition        Report By
 PE1982  HISTORY     - UNK      MONUMENTED
 PE1982  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE1982  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE1982
 PE1982                          STATION DESCRIPTION
 PE1982
 PE1982'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1982'THIS INTERSECTION STATION IS LOST.
 PE1982
 PE1982                          STATION RECOVERY (1943)
 PE1982
 PE1982'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE1982'LISTED AS LOST IN 1934.  COMPLETE NEW DESCRIPTION--
 PE1982'
 PE1982'THE STATION WAS TAKEN TO BE THE CHIMNEY OF A WHITE ONE-STORY
 PE1982'HOUSE WITH A BARN ON NW END.  IT IS THE POWERS HOUSE AND IS
 PE1982'VERY OLD.  THE CHIMNEYS HAVE BEEN REBUILT BUT IT IS NOT KNOWN
 PE1982'IF THEY WERE REBUILT IN THE SAME LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1984 ***********************************************************************
 PE1984  DESIGNATION -  LITTLE DEER ISLE RESET
 PE1984  PID         -  PE1984
 PE1984  STATE/COUNTY-  ME/HANCOCK
 PE1984  USGS QUAD   -  SARGENTVILLE (1981)
 PE1984
 PE1984                         *CURRENT SURVEY CONTROL
 PE1984  ___________________________________________________________________
 PE1984* NAD 83(1996)-  44 17 11.04349(N)    068 42 29.43130(W)     ADJUSTED  
 PE1984* NAVD 88     -        67.     (meters)     220.     (feet)  SCALED    
 PE1984  ___________________________________________________________________
 PE1984  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 PE1984  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 PE1984
 PE1984  HORZ ORDER  -  SECOND
 PE1984
 PE1984.The horizontal coordinates were established by classical geodetic methods
 PE1984.and adjusted by the National Geodetic Survey in March 1998..
 PE1984
 PE1984.The orthometric height was scaled from a topographic map.
 PE1984
 PE1984.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1984
 PE1984.The geoid height was determined by GEOID03.
 PE1984
 PE1984;                    North         East     Units Scale Factor Converg.
 PE1984;SPC ME E     -    68,873.974   283,385.235   MT  0.99990339   -0 08 43.3
 PE1984;UTM  19      - 4,903,724.969   523,283.943   MT  0.99960667   +0 12 13.6
 PE1984
 PE1984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1984!SPC ME E     -   0.99999342  x   0.99990339  =   0.99989681
 PE1984!UTM  19      -   0.99999342  x   0.99960667  =   0.99960009
 PE1984
 PE1984|---------------------------------------------------------------------|
 PE1984| PID    Reference Object                     Distance      Geod. Az  |
 PE1984|                                                           dddmmss.s |
 PE1984| CE8080 LITTLE DEER ISLE RM 1                 7.818 METERS 02625     |
 PE1984| PE1964 BROOKLIN CHURCH SPIRE               APPROX.11.3 KM 1004948.7 |
 PE1984| PE1965 TORRYS CASTLE BEACON                APPROX. 9.3 KM 1143058.8 |
 PE1984| PE2055 EAGLE ISLAND HIGHEST HSE CHIM       APPROX. 9.2 KM 2122753.2 |
 PE1984| CE8081 LITTLE DEER ISLE RM 2                 5.350 METERS 25528     |
 PE1984| PE2122 SPECTACLE ISLAND RESET              APPROX. 6.4 KM 2915510.3 |
 PE1984|---------------------------------------------------------------------|
 PE1984
 PE1984                          SUPERSEDED SURVEY CONTROL
 PE1984
 PE1984  NAD 83(1992)-  44 17 11.04813(N)    068 42 29.40785(W) AD(       ) 2
 PE1984  NAD 83(1986)-  44 17 11.05003(N)    068 42 29.41041(W) AD(       ) 2
 PE1984  NAD 27      -  44 17 10.76600(N)    068 42 31.31300(W) AD(       ) 2
 PE1984
 PE1984.Superseded values are not recommended for survey control.
 PE1984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1984.See file dsdata.txt to determine how the superseded data were derived.
 PE1984
 PE1984_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK2328403725(NAD 83)
 PE1984
 PE1984  HISTORY     - Date     Condition        Report By
 PE1984  HISTORY     - 1934     MONUMENTED       CGS
 PE1984  HISTORY     - 1905     SEE DESCRIPTION  CGS
 PE1984  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE1984  HISTORY     - 1956     SEE DESCRIPTION  CGS
 PE1984
 PE1984                          STATION DESCRIPTION
 PE1984
 PE1984'DESCRIBED BY COAST AND GEODETIC SURVEY 1905
 PE1984'STATION IS ON THE SUMMIT OF A BARE ROCKY HILL, THE HIGHEST ON
 PE1984'THE ISLAND.  LITTLE DEER ISLE LIES ON THE S SIDE OF EGGEMOGGIN
 PE1984'REACH BETWEEN DEER ISLE AND CAPE ROSIER PENINSULA.  THE STATION
 PE1984'IS MARKED BY A COPPER BOLT SET IN A HOLE IN THE ROCK.  A ROAD
 PE1984'CONNECTING THE SMALL VILLAGES OF LITTLE DEER ISLE AND EGGEMOGGIN
 PE1984'IS LESS THAN 1/4 MILE TO THE NE OF THE STATION.
 PE1984
 PE1984                          STATION RECOVERY (1934)
 PE1984
 PE1984'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1984'STATION RECOVERED AS DESCRIBED.  THIS STATION IS ON THE HIGHEST
 PE1984'PART OF LITTLE DEER ISLE ON THE SOUTHERLY PART OF THE RIDGE
 PE1984'WHICH FORMS THE HIGHEST PART OF THE ISLAND.  A WOODS ROAD RUNS
 PE1984'ACROSS THE ISLAND WITHIN 100 YARDS OF THE STATION.
 PE1984'
 PE1984'STATION IS MARKED BY A COPPER BOLT SET IN A HOLE IN THE ROCK.
 PE1984'
 PE1984'TWO REFERENCE MARKS, STANDARD BRONZE DISKS WEDGED IN DRILL HOLES
 PE1984'IN OUTCROPPING BEDROCK, PLACED AS FOLLOWS--REFERENCE MARK NO. 1
 PE1984'IS NE OF THE STATION AND REFERENCE MARK NO. 2 IS W, BOTH ON BARE
 PE1984'LEDGE.
 PE1984'
 PE1984'A 16-FOOT TRIPOD WAS BUILT OVER THE STATION IN 1934.
 PE1984
 PE1984                          STATION RECOVERY (1956)
 PE1984
 PE1984'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 PE1984'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 PE1984'GOOD CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE
 PE1984'VERIFIED.  THE 1934 RECOVERY NOTE BY K.G.C. IS ADEQUATE AND
 PE1984'COMPLETE WITH THE FOLLOWING ADDITIONS--
 PE1984'
 PE1984'THE STATION MARK IS A STANDARD DISK, STAMPED LITTLE DEER ISLE
 PE1984'1862 1934.
 PE1984'
 PE1984'REFERENCE MARK 1 IS STAMPED LITTLE DEER ISLE 1862 1934 NO 1.
 PE1984'
 PE1984'REFERENCE MARK 2 IS STAMPED LITTLE DEER ISLE 1862 1934 NO 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0684 ***********************************************************************
 QF0684  DESIGNATION -  LITTLE DOCHET
 QF0684  PID         -  QF0684
 QF0684  STATE/COUNTY-  ME/WASHINGTON
 QF0684  USGS QUAD   -  RED BEACH (1949)
 QF0684
 QF0684                         *CURRENT SURVEY CONTROL
 QF0684  ___________________________________________________________________
 QF0684* NAD 83(1996)-  45 06 48.62823(N)    067 07 43.22805(W)     ADJUSTED  
 QF0684* NAVD 88     -         6.9    (meters)      23.     (feet)  VERTCON   
 QF0684  ___________________________________________________________________
 QF0684  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 QF0684  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 QF0684
 QF0684  HORZ ORDER  -  THIRD
 QF0684
 QF0684.The horizontal coordinates were established by classical geodetic methods
 QF0684.and adjusted by the National Geodetic Survey in March 1998..
 QF0684
 QF0684.The NAVD 88 height was computed by applying the VERTCON shift value to
 QF0684.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QF0684
 QF0684.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0684
 QF0684.The geoid height was determined by GEOID03.
 QF0684
 QF0684;                    North         East     Units Scale Factor Converg.
 QF0684;SPC ME E     -   161,671.660   407,900.165   MT  1.00004311   +0 58 18.1
 QF0684;UTM  19      - 4,997,263.215   647,197.515   MT  0.99986642   +1 19 33.9
 QF0684
 QF0684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0684!SPC ME E     -   1.00000250  x   1.00004311  =   1.00004561
 QF0684!UTM  19      -   1.00000250  x   0.99986642  =   0.99986892
 QF0684
 QF0684|---------------------------------------------------------------------|
 QF0684| PID    Reference Object                     Distance      Geod. Az  |
 QF0684|                                                           dddmmss.s |
 QF0684| CE8931 LITTLE DOCHET RM 3                    2.300 METERS 02839     |
 QF0684| QF0679 APPLE POINT IBC                     APPROX. 3.0 KM 1240915.2 |
 QF0684| CE8929 LITTLE DOCHET RM 1                   10.718 METERS 23012     |
 QF0684| CE8930 LITTLE DOCHET RM 2                    2.770 METERS 27033     |
 QF0684| QF0685 REFERENCE MON 244                     0.340 METERS 30407     |
 QF0684| QF0714 DOCHET ISLAND LH USE FINIAL         APPROX. 1.7 KM 3471825.0 |
 QF0684|---------------------------------------------------------------------|
 QF0684
 QF0684                          SUPERSEDED SURVEY CONTROL
 QF0684
 QF0684  NAD 83(1992)-  45 06 48.62192(N)    067 07 43.22682(W) AD(       ) 3
 QF0684  NAD 83(1986)-  45 06 48.62354(N)    067 07 43.23032(W) AD(       ) 3
 QF0684  NAD 27      -  45 06 48.34800(N)    067 07 45.27900(W) AD(       ) 3
 QF0684  NGVD 29 (09/20/87)    7.1    (m)           23.     (f) VERT ANG       
 QF0684
 QF0684.Superseded values are not recommended for survey control.
 QF0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0684.See file dsdata.txt to determine how the superseded data were derived.
 QF0684
 QF0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK4719897263(NAD 83)
 QF0684_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QF0684_SETTING: 66 = SET IN ROCK OUTCROP
 QF0684_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 QF0684_MAGNETIC: N = NO MAGNETIC MATERIAL
 QF0684_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0684+STABILITY: POSITION/ELEVATION WELL
 QF0684
 QF0684  HISTORY     - Date     Condition        Report By
 QF0684  HISTORY     - 1909     MONUMENTED       IBC
 QF0684  HISTORY     - 1946     GOOD             CGS
 QF0684  HISTORY     - 1985     GOOD             NOS
 QF0684
 QF0684                          STATION DESCRIPTION
 QF0684
 QF0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAG)
 QF0684'THE STATION IS ON THE SMALL ISLAND OF THE SAME NAME 1 MILE BELOW
 QF0684'DOCHET ISLAND IN THE ST. CROIX RIVER.  THE STATION IS AN OPEN
 QF0684'SPACE ABOUT 5 METERS FROM THE HIGHEST POINT OF THE BLUFF ON
 QF0684'THE SE POINT OF THE ISLAND.
 QF0684'
 QF0684'THE STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE IN THE ROCK.
 QF0684'
 QF0684'REFERENCE MONUMENT 244 IS SET IN THE ROCK 0.3 METER NW OF THE
 QF0684'STATION.  A NAIL IN THE CENTER OF A CROSS CUT IN THE TOP OF A
 QF0684'CEMENT-FILLED TILE SET FLUSH WITH THE GROUND BEARS S. 50 DEG 12 MIN
 QF0684'W.  10.72 METERS FROM THE STATION.  A RINGBOLT SET IN A DRILL HOLE
 QF0684'IN THE ROCK BEARS N. 89 DEG 27 MIN W., 2.77 METERS FROM THE
 QF0684'STATION, AND A RINGBOLT SET IN A DRILL HOLE IN THE ROCK BEARS N.
 QF0684'28 DEG 39 MIN E., 2.30 METERS FROM THE STATION.
 QF0684
 QF0684                          STATION RECOVERY (1985)
 QF0684
 QF0684'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1985 (WVH)
 QF0684'THE STATION WAS RECOVERED AT THIS DATE.
 QF0684'THE STATION WAS UNDER TWO INCHES OF SOD.
 QF0684'
 QF0684'THE STATION IS A C+GS TRIANGULATION DISK AND IS NOT STAMPED.
 QF0684'
 QF0684'HEIGHT OF LIGHT SHOWN WAS 1.4 METERS ABOVE THE MARK.
 QF0684'DESCRIBED BY G.E.L.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0539 ***********************************************************************
 QF0539  DESIGNATION -  LITTLE FALLS BM IBC
 QF0539  PID         -  QF0539
 QF0539  STATE/COUNTY-  ME/WASHINGTON
 QF0539  USGS QUAD   -  VANCEBORO (1988)
 QF0539
 QF0539                         *CURRENT SURVEY CONTROL
 QF0539  ___________________________________________________________________
 QF0539* NAD 83(1996)-  45 30 25.26489(N)    067 27 42.22178(W)     ADJUSTED  
 QF0539* NAVD 88     -       100.14   (+/-2cm)     328.5    (feet)  VERTCON   
 QF0539  ___________________________________________________________________
 QF0539  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 QF0539  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 QF0539
 QF0539  HORZ ORDER  -  THIRD
 QF0539  VERT ORDER  -  THIRD ? (See Below)
 QF0539
 QF0539.The horizontal coordinates were established by classical geodetic methods
 QF0539.and adjusted by the National Geodetic Survey in March 1998..
 QF0539
 QF0539.The NAVD 88 height was computed by applying the VERTCON shift value to
 QF0539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QF0539.The vertical order pertains to the NGVD 29 superseded value.
 QF0539
 QF0539.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0539
 QF0539.The geoid height was determined by GEOID03.
 QF0539
 QF0539;                    North         East     Units Scale Factor Converg.
 QF0539;SPC ME E     -   205,010.614   381,131.040   MT  0.99998090   +0 44 26.4
 QF0539;UTM  19      - 5,040,427.001   620,165.083   MT  0.99977753   +1 05 50.8
 QF0539
 QF0539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0539!SPC ME E     -   0.99998800  x   0.99998090  =   0.99996891
 QF0539!UTM  19      -   0.99998800  x   0.99977753  =   0.99976554
 QF0539
 QF0539                          SUPERSEDED SURVEY CONTROL
 QF0539
 QF0539  NAD 83(1992)-  45 30 25.26106(N)    067 27 42.21779(W) AD(       ) 4
 QF0539  NAD 83(1986)-  45 30 25.26476(N)    067 27 42.22655(W) AD(       ) 4
 QF0539  NAD 27      -  45 30 25.01437(N)    067 27 44.22679(W) AD(       ) 3
 QF0539  NGVD 29 (07/19/86)  100.32   (m)          329.1    (f) LEVELING    3  
 QF0539
 QF0539.Superseded values are not recommended for survey control.
 QF0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0539.See file dsdata.txt to determine how the superseded data were derived.
 QF0539
 QF0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2016540427(NAD 83)
 QF0539_MARKER: DB = BENCH MARK DISK
 QF0539_SETTING: 66 = SET IN ROCK OUTCROP
 QF0539_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 QF0539_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0539+STABILITY: POSITION/ELEVATION WELL
 QF0539
 QF0539  HISTORY     - Date     Condition        Report By
 QF0539  HISTORY     - 1917     MONUMENTED       IBC
 QF0539
 QF0539                          STATION DESCRIPTION
 QF0539
 QF0539'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (NWS)
 QF0539'ON THE E BANK OF THE ST CROIX RIVER, NEAR THE MIDDLE OF LITTLE FALLS,
 QF0539'ON THE TOP OF THE ROCKY LEDGE ABOUT 3 METERS INSHORE FROM THE RIVER
 QF0539'BANK.
 QF0539'
 QF0539'A BRONZE DISK BENCH MARK SET IN THE SAME LEDGE BEARS S 54 DEGREES 54
 QF0539'MINUTES W, 1.22 METERS DISTANT FROM THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1547 ***********************************************************************
 OC1547  DESIGNATION -  LITTLE GREEN IS
 OC1547  PID         -  OC1547
 OC1547  STATE/COUNTY-  ME/CUMBERLAND
 OC1547  USGS QUAD   -  SOUTH HARPSWELL (1975)
 OC1547
 OC1547                         *CURRENT SURVEY CONTROL
 OC1547  ___________________________________________________________________
 OC1547* NAD 83(1996)-  43 39 58.60795(N)    070 06 22.95707(W)     ADJUSTED  
 OC1547* NAVD 88     -                                                        
 OC1547  ___________________________________________________________________
 OC1547  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 OC1547  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 OC1547
 OC1547  HORZ ORDER  -  THIRD
 OC1547
 OC1547.The horizontal coordinates were established by classical geodetic methods
 OC1547.and adjusted by the National Geodetic Survey in March 1998..
 OC1547
 OC1547
 OC1547.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1547
 OC1547.The geoid height was determined by GEOID03.
 OC1547
 OC1547;                    North         East     Units Scale Factor Converg.
 OC1547;SPC ME W     -    92,537.061   904,862.467   MT  0.99996696   +0 02 29.9
 OC1547;UTM  19      - 4,835,403.047   410,801.270   MT  0.99969786   -0 45 50.2
 OC1547
 OC1547                          SUPERSEDED SURVEY CONTROL
 OC1547
 OC1547  NAD 83(1992)-  43 39 58.60595(N)    070 06 22.95769(W) AD(       ) 4
 OC1547  NAD 83(1986)-  43 39 58.61198(N)    070 06 22.96297(W) AD(       ) 4
 OC1547  NAD 27      -  43 39 58.32000(N)    070 06 24.80000(W) AD(       ) 3
 OC1547
 OC1547.Superseded values are not recommended for survey control.
 OC1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1547.See file dsdata.txt to determine how the superseded data were derived.
 OC1547
 OC1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ1080135403(NAD 83)
 OC1547
 OC1547  HISTORY     - Date     Condition        Report By
 OC1547  HISTORY     - UNK      MONUMENTED
 OC1547  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1547
 OC1547                          STATION DESCRIPTION
 OC1547
 OC1547'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1547'STATION IS LOST.  NO MARKING FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1175 ***********************************************************************
 PF1175  DESIGNATION -  LITTLE JACKSON
 PF1175  PID         -  PF1175
 PF1175  STATE/COUNTY-  ME/FRANKLIN
 PF1175  USGS QUAD   -  JACKSON MOUNTAIN (1984)
 PF1175
 PF1175                         *CURRENT SURVEY CONTROL
 PF1175  ___________________________________________________________________
 PF1175* NAD 83(1996)-  44 45 15.58362(N)    070 32 08.20769(W)     ADJUSTED  
 PF1175* NAVD 88     -      1047.     (meters)    3435.     (feet)  SCALED    
 PF1175  ___________________________________________________________________
 PF1175  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 PF1175  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 PF1175
 PF1175  HORZ ORDER  -  THIRD
 PF1175
 PF1175.The horizontal coordinates were established by classical geodetic methods
 PF1175.and adjusted by the National Geodetic Survey in March 1998..
 PF1175
 PF1175.The orthometric height was scaled from a topographic map.
 PF1175
 PF1175.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1175
 PF1175.The geoid height was determined by GEOID03.
 PF1175
 PF1175;                    North         East     Units Scale Factor Converg.
 PF1175;SPC ME W     -   213,497.499   870,786.658   MT  0.99997716   -0 15 35.2
 PF1175;UTM  19      - 4,956,806.963   378,453.955   MT  0.99978167   -1 04 52.7
 PF1175
 PF1175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1175!SPC ME W     -   0.99983993  x   0.99997716  =   0.99981710
 PF1175!UTM  19      -   0.99983993  x   0.99978167  =   0.99962164
 PF1175
 PF1175:                Primary Azimuth Mark                     Grid Az
 PF1175:SPC ME W     -  ZIRCON                                   183 40 31.4
 PF1175:UTM  19      -  ZIRCON                                   184 29 48.9
 PF1175
 PF1175|---------------------------------------------------------------------|
 PF1175| PID    Reference Object                     Distance      Geod. Az  |
 PF1175|                                                           dddmmss.s |
 PF1175| PF1099 ZIRCON                              APPROX.31.2 KM 1832456.2 |
 PF1175| QH0307 KENNEBAGO LOT                       APPROX.45.0 KM 3303648.4 |
 PF1175| QH0296 LANG LOT                            APPROX.39.5 KM 3480945.2 |
 PF1175|---------------------------------------------------------------------|
 PF1175
 PF1175                          SUPERSEDED SURVEY CONTROL
 PF1175
 PF1175  NAD 83(1992)-  44 45 15.58501(N)    070 32 08.20566(W) AD(       ) 3
 PF1175  NAD 83(1986)-  44 45 15.58975(N)    070 32 08.21006(W) AD(       ) 3
 PF1175  NAD 27      -  44 45 15.38852(N)    070 32 09.95939(W) AD(       ) 3
 PF1175
 PF1175.Superseded values are not recommended for survey control.
 PF1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1175.See file dsdata.txt to determine how the superseded data were derived.
 PF1175
 PF1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK7845456807(NAD 83)
 PF1175_MARKER: DD = SURVEY DISK
 PF1175_SETTING: 66 = SET IN ROCK OUTCROP
 PF1175_SP_SET: SET IN A ROCK LEDGE
 PF1175_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PF1175+STABILITY: POSITION/ELEVATION WELL
 PF1175
 PF1175  HISTORY     - Date     Condition        Report By
 PF1175  HISTORY     - 1925     MONUMENTED       USGS
 PF1175
 PF1175                          STATION DESCRIPTION
 PF1175
 PF1175'DESCRIBED BY US GEOLOGICAL SURVEY 1925
 PF1175'STATION IS LOCATED ABOUT 6.0 MI NW. OF WELD, ON HIGHEST POINT OF
 PF1175'LITTLE JACKSON.  THIS MOUNTAIN HAS BEEN BURNED OVER AND IS BARE,
 PF1175'GIVING UNOBSTRUCTED VIEW.  BIG JACKSON, 1.0 MI NE., IS HIGHER BUT
 PF1175'IS TIMBERED.  GO W. FROM WELD ABOUT 5.0 MI TO ABANDONED FARM.
 PF1175'A GOOD TRAIL LEADS TO RIDGE BETWEEN BIG AND LITTLE JACKSON.
 PF1175'
 PF1175'STATION MARK, STANDARD DISK CEMENTED IN SOLID LEDGE.
 PF1175'
 PF1175'REFERENCE MARK, DRILL HOLE IN BOULDER 3 FT IN DIAMETER, 6.3 FT
 PF1175'DISTANT, S 28 DEG E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1018 ***********************************************************************
 PD1018  DESIGNATION -  LITTLE KENNEBEC 1863
 PD1018  PID         -  PD1018
 PD1018  STATE/COUNTY-  ME/WASHINGTON
 PD1018  USGS QUAD   -  MACHIAS (1977)
 PD1018
 PD1018                         *CURRENT SURVEY CONTROL
 PD1018  ___________________________________________________________________
 PD1018* NAD 83(1996)-  44 38 59.35574(N)    067 26 38.22308(W)     ADJUSTED  
 PD1018* NAVD 88     -        64.     (meters)     210.     (feet)  SCALED    
 PD1018  ___________________________________________________________________
 PD1018  LAPLACE CORR-           4.64  (seconds)                    DEFLEC99
 PD1018  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 PD1018
 PD1018  HORZ ORDER  -  THIRD
 PD1018
 PD1018.The horizontal coordinates were established by classical geodetic methods
 PD1018.and adjusted by the National Geodetic Survey in March 1998..
 PD1018
 PD1018.The orthometric height was scaled from a topographic map.
 PD1018
 PD1018.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1018
 PD1018.The geoid height was determined by GEOID03.
 PD1018
 PD1018;                    North         East     Units Scale Factor Converg.
 PD1018;SPC ME E     -   109,775.133   383,763.448   MT  0.99998625   +0 44 31.9
 PD1018;UTM  19      - 4,945,228.768   623,385.408   MT  0.99978721   +1 05 37.3
 PD1018
 PD1018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD1018!SPC ME E     -   0.99999359  x   0.99998625  =   0.99997984
 PD1018!UTM  19      -   0.99999359  x   0.99978721  =   0.99978080
 PD1018
 PD1018:                Primary Azimuth Mark                     Grid Az
 PD1018:SPC ME E     -  WHITE HOUSE WEST CHIMNEY                 023 56 19.5
 PD1018:UTM  19      -  WHITE HOUSE WEST CHIMNEY                 023 35 14.1
 PD1018
 PD1018|---------------------------------------------------------------------|
 PD1018| PID    Reference Object                     Distance      Geod. Az  |
 PD1018|                                                           dddmmss.s |
 PD1018| PD1016 WHITE HOUSE WEST CHIMNEY            APPROX. 2.5 KM 0244051.4 |
 PD1018| PD1029 HOWARD                              APPROX. 4.5 KM 1202128.8 |
 PD1018| PD1003 NEW BARN NORTH GABLE                APPROX. 4.2 KM 1695623.2 |
 PD1018| PD1010 YELLOW HSE E WHITISH GRAY CHIM      APPROX. 3.6 KM 3413111.3 |
 PD1018|---------------------------------------------------------------------|
 PD1018
 PD1018                          SUPERSEDED SURVEY CONTROL
 PD1018
 PD1018  NAD 83(1992)-  44 38 59.35162(N)    067 26 38.22106(W) AD(       ) 3
 PD1018  NAD 83(1986)-  44 38 59.34760(N)    067 26 38.22360(W) AD(       ) 3
 PD1018  NAD 27      -  44 38 59.07000(N)    067 26 40.26300(W) AD(       ) 3
 PD1018
 PD1018.Superseded values are not recommended for survey control.
 PD1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1018.See file dsdata.txt to determine how the superseded data were derived.
 PD1018
 PD1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK2338545229(NAD 83)
 PD1018
 PD1018  HISTORY     - Date     Condition        Report By
 PD1018  HISTORY     - 1863     MONUMENTED       COASUR
 PD1018  HISTORY     - 1913     SEE DESCRIPTION  CGS
 PD1018  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD1018
 PD1018                          STATION DESCRIPTION
 PD1018
 PD1018'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 PD1018'STATION IS ON A PROMINENT HILL ON THE W SIDE OF LITTLE KENNEBEC
 PD1018'BAY ABREAST OF THE NARROWS AND ABOUT 5 MILES S BY E FROM
 PD1018'MACHIAS.  THE MAIN ROAD FROM MACHIAS TO LITTLE KENNEBEC ENDS AT
 PD1018'SOME HOUSES JUST N OF THE HILL.  THE HILL IS COVERED WITH A DENSE
 PD1018'GROWTH OF TIMBER AND BRUSH AND HAS NUMEROUS SCATTERED LEDGES.
 PD1018'THE STATION IS ON A FLAT-TOPPED LEDGE ON THE SE SIDE OF THE HILL
 PD1018'NEAR THE SUMMIT.  THE LEDGE HAS A CRACK EXTENDING E AND W ACROSS
 PD1018'THE TOP, ABOUT 1-1/2 FEET FROM ITS SOUTHERN EDGE.  THE STATION
 PD1018'IS MARKED BY A DRILL HOLE SURROUNDED BY A TRIANGLE CUT IN
 PD1018'THE ROCK.
 PD1018
 PD1018                          STATION RECOVERY (1946)
 PD1018
 PD1018'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD1018'STATION RECOVERED.  IT IS ON A PROMINENT HILL ABOUT 4-1/2 MILES
 PD1018'S OF MACHIAS, ON MARSTON POINT, W OF LITTLE KENNEBEC BAY ABREAST
 PD1018'OF THE NARROWS.  THE HILL IS COVERED WITH A DENSE GROWTH OF TIMBER
 PD1018'AND BRUSH, SOME OF WHICH HAS BEEN CUT OVER AND NUMEROUS SCATTERED
 PD1018'LEDGES.
 PD1018'
 PD1018'STATION IS ON A FLAT-TOPPED LEDGE ON THE SE SIDE OF THE HILL
 PD1018'NEAR THE SUMMIT AND IS MARKED BY A DRILL HOLE SURROUNDED BY A
 PD1018'TRIANGLE CUT IN THE ROCK AND COVERED BY A CAIRN.  A SMALL CRACK IN
 PD1018'THE LEDGE RUNS THROUGH THE STATION MARK.  BOTH DRILL HOLE AND
 PD1018'TRIANGLE ARE NOW SHALLOW DUE TO WEATHERING OF THE LEDGE.  STATION
 PD1018'IS 12.5 METERS S OF CENTER OF W MOUTH OF AN E-W CREVICE IN THE
 PD1018'ROCK.  THIS CREVICE IS THE MOST PROMINENT PERMANENT REFERENCE
 PD1018'IN THE VICINITY.  IT IS ABOUT 8 FEET DEEP AND 10 FEET WIDE AT
 PD1018'ITS MOUTH JUST SE OF THE SUMMIT.  IT EXTENDS APPROXIMATELY
 PD1018'100 FEET E ACROSS THE SE SIDE OF HILL AND HAS A REGULAR-SHAPED,
 PD1018'WELL-DEFINED APPEARANCE COMPARED TO THE RATHER JAGGED
 PD1018'SURROUNDING LEDGES OF THE AREA.
 PD1018'
 PD1018'TO REACH FROM MACHIAS, GO SW ON U.S. HIGHWAY 1 FOR 1 MILE AND
 PD1018'TAKE THE LEFT FORK.  FOLLOW THIS ROAD 0.9 MILE AND TAKE RIGHT
 PD1018'FORK.  FOLLOW THIS ROAD 1.3 MILES AND TAKE LEFT FORK.  FOLLOW THIS
 PD1018'ROAD 1.7 MILES TO END.  WALK S TO SE PART OF SUMMIT AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1457 ***********************************************************************
 OC1457  DESIGNATION -  LITTLE MOSHIER
 OC1457  PID         -  OC1457
 OC1457  STATE/COUNTY-  ME/CUMBERLAND
 OC1457  USGS QUAD   -  FREEPORT (1970)
 OC1457
 OC1457                         *CURRENT SURVEY CONTROL
 OC1457  ___________________________________________________________________
 OC1457* NAD 83(1996)-  43 46 55.60537(N)    070 06 40.15102(W)     ADJUSTED  
 OC1457* NAVD 88     -        18.     (meters)      59.     (feet)  SCALED    
 OC1457  ___________________________________________________________________
 OC1457  LAPLACE CORR-           3.44  (seconds)                    DEFLEC99
 OC1457  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 OC1457
 OC1457  HORZ ORDER  -  THIRD
 OC1457
 OC1457.The horizontal coordinates were established by classical geodetic methods
 OC1457.and adjusted by the National Geodetic Survey in March 1998..
 OC1457
 OC1457.The orthometric height was scaled from a topographic map.
 OC1457
 OC1457.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1457
 OC1457.The geoid height was determined by GEOID03.
 OC1457
 OC1457;                    North         East     Units Scale Factor Converg.
 OC1457;SPC ME W     -   105,406.162   904,468.648   MT  0.99996691   +0 02 18.3
 OC1457;UTM  19      - 4,848,272.955   410,588.673   MT  0.99969833   -0 46 08.0
 OC1457
 OC1457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1457!SPC ME W     -   1.00000129  x   0.99996691  =   0.99996820
 OC1457!UTM  19      -   1.00000129  x   0.99969833  =   0.99969962
 OC1457
 OC1457:                Primary Azimuth Mark                     Grid Az
 OC1457:SPC ME W     -  STOCKBRIDGE PT N END HSE CHIM            005 01 59.3
 OC1457:UTM  19      -  STOCKBRIDGE PT N END HSE CHIM            005 50 25.6
 OC1457
 OC1457|---------------------------------------------------------------------|
 OC1457| PID    Reference Object                     Distance      Geod. Az  |
 OC1457|                                                           dddmmss.s |
 OC1457| OC1458 STOCKBRIDGE PT N END HSE CHIM       APPROX. 2.8 KM 0050417.6 |
 OC1457| OC1453 HARPSWELL BAPTIST CHURCH SPIRE      APPROX. 8.2 KM 1023027.0 |
 OC1457| CE8286 LITTLE MOSHIER RM 1                  27.600 METERS 11738     |
 OC1457| OC1480 GT CHEBEAG IS N HSE NE CHIM         APPROX. 2.9 KM 1553709.6 |
 OC1457| OC1535 STOCKMAN ISLAND BEACON              APPROX. 5.9 KM 1571633.4 |
 OC1457| OC1479 CHEBEAG IS HAMILTON HOTEL CHIM      APPROX. 3.3 KM 1635422.1 |
 OC1457| OC1461 GT CHEBEAG IS N END WATER TWR       APPROX. 3.2 KM 1642211.6 |
 OC1457| CE8287 LITTLE MOSHIER RM 2                  29.445 METERS 20630     |
 OC1457| OC1455 COUSINS I CORNFLD PT WHARF END      APPROX. 1.4 KM 2181124.7 |
 OC1457| OC1490 COUSINS IS BLANEY PT HSE CHIM       APPROX. 1.6 KM 2394345.2 |
 OC1457| OC1493 YARMOUTH WATER TANK                 APPROX. 7.1 KM 2800618.5 |
 OC1457| OC1498 YARMOUTH FIRST PARISH CONG CH       APPROX. 6.1 KM 2875421.8 |
 OC1457| OC1500 YARMOUTH CENTRAL UNIVERSAL CH       APPROX. 6.0 KM 2881556.1 |
 OC1457| OC1488 YARMOUTH YELLOW SPIRE               APPROX. 7.2 KM 2891134.4 |
 OC1457| OC1501 YARMOUTH FOREST PAPER MILL STK      APPROX. 6.7 KM 2915713.7 |
 OC1457| OC1489 FOGG POINT WATER TANK               APPROX. 2.5 KM 3120155.6 |
 OC1457| OC1481 S FREEPORT CASCO CASTLE TOWER       APPROX. 4.1 KM 3591557.8 |
 OC1457| OC1478 CAST                                APPROX. 4.1 KM 3591822.5 |
 OC1457|---------------------------------------------------------------------|
 OC1457
 OC1457                          SUPERSEDED SURVEY CONTROL
 OC1457
 OC1457  NAD 83(1992)-  43 46 55.60371(N)    070 06 40.15112(W) AD(       ) 3
 OC1457  NAD 83(1986)-  43 46 55.60958(N)    070 06 40.15644(W) AD(       ) 3
 OC1457  NAD 27      -  43 46 55.31500(N)    070 06 41.97400(W) AD(       ) 3
 OC1457
 OC1457.Superseded values are not recommended for survey control.
 OC1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1457.See file dsdata.txt to determine how the superseded data were derived.
 OC1457
 OC1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ1058948273(NAD 83)
 OC1457_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OC1457_SETTING: 66 = SET IN ROCK OUTCROP
 OC1457
 OC1457  HISTORY     - Date     Condition        Report By
 OC1457  HISTORY     - 1933     MONUMENTED       CGS
 OC1457  HISTORY     - 1941     SEE DESCRIPTION  CGS
 OC1457
 OC1457                          STATION DESCRIPTION
 OC1457
 OC1457'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1457'STATION IS ON THE W SIDE OF THE SW END OF LITTLE MOSHIER
 OC1457'ISLAND ON BARE ROCK OUTCROPPING ON TOP OF THE MORE WESTERLY OF
 OC1457'TWO HIGH MOUNDS AT TOP OF LONG SLOPE UP FROM THE SW TIP OF
 OC1457'THE ISLAND.  THE STATION IS AT THE TOP OF STEEP SLOPE ON THE W
 OC1457'SIDE OF THE ISLAND ON A ROCK WHICH DROPS SHARPLY OFF TO THE W
 OC1457'AND IS 50 METERS S OF THE WOODS.
 OC1457'
 OC1457'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 OC1457'IN A DRILL HOLE IN OUTCROPPING BEDROCK AS DESCRIBED IN
 OC1457'NOTES 2, AND 12A.
 OC1457'
 OC1457'REFERENCE MARK NO. 1 IS ON THE OTHER HIGH MOUND TO THE SE ON
 OC1457'THE S SLOPE OF MOUND ABOUT ONE METER BELOW ITS TOP.
 OC1457'
 OC1457'REFERENCE MARK NO. 2 IS SW OF STATION ON TOP OF A SMALLER
 OC1457'MOUND OF ROCK S OF SLIGHT DEPRESSION IN GROUND AND ABOUT 2 METERS
 OC1457'BELOW STATION.
 OC1457'
 OC1457'STATION REACHED BY LANDING ON E SIDE OF S END OF THE ISLAND.
 OC1457'
 OC1457'HEIGHT OF SIGNAL ABOVE STATION MARK - 3.58 METERS.
 OC1457
 OC1457                          STATION RECOVERY (1941)
 OC1457
 OC1457'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FLP)
 OC1457'RECOVERED AS DESCRIBED IN 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1456 ***********************************************************************
 OC1456  DESIGNATION -  LITTLE MOSHIER USE 1933
 OC1456  PID         -  OC1456
 OC1456  STATE/COUNTY-  ME/CUMBERLAND
 OC1456  USGS QUAD   -  FREEPORT (1970)
 OC1456
 OC1456                         *CURRENT SURVEY CONTROL
 OC1456  ___________________________________________________________________
 OC1456* NAD 83(1996)-  43 46 49.92052(N)    070 06 46.33727(W)     ADJUSTED  
 OC1456* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 OC1456  ___________________________________________________________________
 OC1456  LAPLACE CORR-           3.45  (seconds)                    DEFLEC99
 OC1456  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 OC1456
 OC1456  HORZ ORDER  -  THIRD
 OC1456
 OC1456.The horizontal coordinates were established by classical geodetic methods
 OC1456.and adjusted by the National Geodetic Survey in March 1998..
 OC1456
 OC1456.The orthometric height was scaled from a topographic map.
 OC1456
 OC1456.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1456
 OC1456.The geoid height was determined by GEOID03.
 OC1456
 OC1456;                    North         East     Units Scale Factor Converg.
 OC1456;SPC ME W     -   105,230.623   904,330.437   MT  0.99996690   +0 02 14.0
 OC1456;UTM  19      - 4,848,099.427   410,448.040   MT  0.99969864   -0 46 12.2
 OC1456
 OC1456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1456!SPC ME W     -   1.00000396  x   0.99996690  =   0.99997086
 OC1456!UTM  19      -   1.00000396  x   0.99969864  =   0.99970260
 OC1456
 OC1456                          SUPERSEDED SURVEY CONTROL
 OC1456
 OC1456  NAD 83(1992)-  43 46 49.91890(N)    070 06 46.33740(W) AD(       ) 3
 OC1456  NAD 83(1986)-  43 46 49.92471(N)    070 06 46.34268(W) AD(       ) 3
 OC1456  NAD 27      -  43 46 49.63100(N)    070 06 48.16000(W) AD(       ) 3
 OC1456
 OC1456.Superseded values are not recommended for survey control.
 OC1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1456.See file dsdata.txt to determine how the superseded data were derived.
 OC1456
 OC1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ1044848099(NAD 83)
 OC1456
 OC1456  HISTORY     - Date     Condition        Report By
 OC1456  HISTORY     - 1933     MONUMENTED       CGS
 OC1456  HISTORY     - 1941     SEE DESCRIPTION  CGS
 OC1456
 OC1456                          STATION DESCRIPTION
 OC1456
 OC1456'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1456'A STATION OF THE U.S.E.D. FOR SURVEYS OF THE YARMOUTH RIVER.  IT
 OC1456'IS IN THE PROMINENT BARE LEDGE, NEAR HIGH-WATER LINE AT THE
 OC1456'EXTREME SOUTHWESTERLY END OF LITTLE MOSHIER ISLAND.
 OC1456'
 OC1456'STATION WAS RE-MARKED WITH A STANDARD DISK WEDGED IN A DRILL
 OC1456'HOLE IN OUTCROPPING BEDROCK.
 OC1456'
 OC1456'HEIGHT OF SIGNAL ABOVE STATION MARK - 3 METERS.
 OC1456
 OC1456                          STATION RECOVERY (1941)
 OC1456
 OC1456'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FLP)
 OC1456'RECOVERED AS DESCRIBED IN 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0960 ***********************************************************************
 PD0960  DESIGNATION -  LITTLE RIVER LIGHTHOUSE TOWER
 PD0960  PID         -  PD0960
 PD0960  STATE/COUNTY-  ME/WASHINGTON
 PD0960  USGS QUAD   -  CUTLER (1993)
 PD0960
 PD0960                         *CURRENT SURVEY CONTROL
 PD0960  ___________________________________________________________________
 PD0960* NAD 83(1996)-  44 39 03.35974(N)    067 11 31.86748(W)     ADJUSTED  
 PD0960* NAVD 88     -                                                        
 PD0960  ___________________________________________________________________
 PD0960  LAPLACE CORR-           3.24  (seconds)                    DEFLEC99
 PD0960  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 PD0960
 PD0960  HORZ ORDER  -  THIRD
 PD0960
 PD0960.The horizontal coordinates were established by classical geodetic methods
 PD0960.and adjusted by the National Geodetic Survey in March 1998..
 PD0960
 PD0960
 PD0960.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0960
 PD0960.The geoid height was determined by GEOID03.
 PD0960
 PD0960;                    North         East     Units Scale Factor Converg.
 PD0960;SPC ME E     -   110,188.261   403,730.978   MT  1.00003228   +0 55 09.1
 PD0960;UTM  19      - 4,945,764.284   643,346.248   MT  0.99985269   +1 16 14.6
 PD0960
 PD0960                          SUPERSEDED SURVEY CONTROL
 PD0960
 PD0960  NAD 83(1992)-  44 39 03.35686(N)    067 11 31.86443(W) AD(       ) 4
 PD0960  NAD 83(1986)-  44 39 03.35307(N)    067 11 31.86674(W) AD(       ) 4
 PD0960  NAD 27      -  44 39 03.06000(N)    067 11 33.94000(W) AD(       ) 3
 PD0960
 PD0960.Superseded values are not recommended for survey control.
 PD0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0960.See file dsdata.txt to determine how the superseded data were derived.
 PD0960
 PD0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK4334645764(NAD 83)
 PD0960
 PD0960  HISTORY     - Date     Condition        Report By
 PD0960  HISTORY     - UNK      MONUMENTED
 PD0960  HISTORY     - 1949     SEE DESCRIPTION  CGS
 PD0960  HISTORY     - 1959     SEE DESCRIPTION  CGS
 PD0960
 PD0960                          STATION DESCRIPTION
 PD0960
 PD0960'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (ERM)
 PD0960'LOCATED APPROXIMATELY ONE MILE SE OF CUTLER, ON THE E SIDE OF
 PD0960'LITTLE RIVER ISLAND.
 PD0960'
 PD0960'THE LIGHT ATOP THE LIGHTHOUSE IS APPROXIMATELY 45 FEET ABOVE
 PD0960'GROUND.
 PD0960'
 PD0960'FROM INFORMATION OBTAINED FROM COAST GUARD AND OLD TIMERS
 PD0960'LOCALLY, IT COULD NOT BE DETERMINED WHETHER THE LIGHT HAD BEEN
 PD0960'MOVED SINCE 1883.
 PD0960
 PD0960                          STATION RECOVERY (1959)
 PD0960
 PD0960'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (HSC)
 PD0960'STATION WAS RECOVERED AS DESCRIBED AND ORIGINAL DESCRIPTION SEEMS
 PD0960'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1757 ***********************************************************************
 QF1757  DESIGNATION -  LITTLE RIVER POINT IBC
 QF1757  PID         -  QF1757
 QF1757  STATE/COUNTY-  ME/AROOSTOOK
 QF1757  USGS QUAD   -  DANFORTH (1988)
 QF1757
 QF1757                         *CURRENT SURVEY CONTROL
 QF1757  ___________________________________________________________________
 QF1757* NAD 83(1996)-  45 42 40.74143(N)    067 49 52.22434(W)     ADJUSTED  
 QF1757* NAVD 88     -       133.     (meters)     436.     (feet)  SCALED    
 QF1757  ___________________________________________________________________
 QF1757  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 QF1757  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 QF1757
 QF1757  HORZ ORDER  -  THIRD
 QF1757
 QF1757.The horizontal coordinates were established by classical geodetic methods
 QF1757.and adjusted by the National Geodetic Survey in March 1998..
 QF1757
 QF1757.The orthometric height was scaled from a topographic map.
 QF1757
 QF1757.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1757
 QF1757.The geoid height was determined by GEOID03.
 QF1757
 QF1757;                    North         East     Units Scale Factor Converg.
 QF1757;SPC ME E     -   227,408.058   352,073.053   MT  0.99993333   +0 28 43.6
 QF1757;UTM  19      - 5,062,637.940   590,974.318   MT  0.99970175   +0 50 12.3
 QF1757
 QF1757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1757!SPC ME E     -   0.99998290  x   0.99993333  =   0.99991623
 QF1757!UTM  19      -   0.99998290  x   0.99970175  =   0.99968465
 QF1757
 QF1757:                Primary Azimuth Mark                     Grid Az
 QF1757:SPC ME E     -  REFERENCE MON 44=HAYES PT                057 20 53.0
 QF1757:UTM  19      -  REFERENCE MON 44=HAYES PT                056 59 24.3
 QF1757
 QF1757|---------------------------------------------------------------------|
 QF1757| PID    Reference Object                     Distance      Geod. Az  |
 QF1757|                                                           dddmmss.s |
 QF1757| QF1750 REFERENCE MON 44=HAYES PT           APPROX. 2.6 KM 0574936.6 |
 QF1757|---------------------------------------------------------------------|
 QF1757
 QF1757                          SUPERSEDED SURVEY CONTROL
 QF1757
 QF1757  NAD 83(1992)-  45 42 40.73833(N)    067 49 52.22278(W) AD(       ) 3
 QF1757  NAD 83(1986)-  45 42 40.74217(N)    067 49 52.24123(W) AD(       ) 3
 QF1757  NAD 27      -  45 42 40.52900(N)    067 49 54.20200(W) AD(       ) 3
 QF1757
 QF1757.Superseded values are not recommended for survey control.
 QF1757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1757.See file dsdata.txt to determine how the superseded data were derived.
 QF1757
 QF1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9097462638(NAD 83)
 QF1757_MARKER: DD = SURVEY DISK
 QF1757_SETTING: 80 = SET IN A BOULDER
 QF1757_SP_SET: SET IN A DRILL HOLE IN A BOULDER
 QF1757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1757+STABILITY: SURFACE MOTION
 QF1757
 QF1757  HISTORY     - Date     Condition        Report By
 QF1757  HISTORY     - 1890     MONUMENTED       IBC
 QF1757  HISTORY     - 1955     GOOD             IBC
 QF1757  HISTORY     - 1972     GOOD             IBC
 QF1757
 QF1757                          STATION DESCRIPTION
 QF1757
 QF1757'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1890 (JH)
 QF1757'ON THE MOST SOUTHEASTERLY POINT OF THE PENINSULA BETWEEN LITTLE RIVER
 QF1757'COVE AND DARK COVE OF GRAND LAKE.  THE PENINSULA ENDS IN A DOUBLE
 QF1757'POINT WITH A SMALL COVE BETWEEN THE TWO PARTS.  THE E POINT, ON WHICH
 QF1757'THE STATION IS LOCATED, IS CALLED LITTLE RIVER POINT, THE W POINT
 QF1757'ACROSS THE COVE IS KNOWN AS BIRCH POINT.  THE STATION IS ON A
 QF1757'DISTINCTIVE TRIANGULAR BOULDER WHOSE LENGTH IS 3.1 METERS, MEAN
 QF1757'WIDTH 1.5 METERS, HEIGHT 1.4 METERS, AND IS JUST OUTSIDE THE TREE
 QF1757'LINE ON THE POINT.  AT HIGH WATER THE ROCK IS 30 FEET OFFSHORE AND
 QF1757'ONLY 8 INCHES ABOVE WATER.  THE EYEBOLTS ARE ALL UNDER HIGH WATER
 QF1757'FROM ONE TO TWO FEET.
 QF1757'
 QF1757'STATION MARK IS A SMALL IBC BRONZE DISK SET IN A DRILL HOLE, WITHIN
 QF1757'A TRIANGLE CUT IN THE ROCK.
 QF1757
 QF1757                          STATION RECOVERY (1955)
 QF1757
 QF1757'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1757'STATION RECOVERED IN GOOD CONDITION.
 QF1757
 QF1757                          STATION RECOVERY (1972)
 QF1757
 QF1757'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1757'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0776 ***********************************************************************
 RF0776  DESIGNATION -  LITTLE RUSSELL
 RF0776  PID         -  RF0776
 RF0776  STATE/COUNTY-  ME/SOMERSET
 RF0776  USGS QUAD   -  RUSSELL MOUNTAIN (1989)
 RF0776
 RF0776                         *CURRENT SURVEY CONTROL
 RF0776  ___________________________________________________________________
 RF0776* NAD 83(1996)-  46 07 10.80047(N)    069 46 09.20249(W)     ADJUSTED  
 RF0776* NAVD 88     -       724.1    (meters)    2376.     (feet)  VERTCON   
 RF0776  ___________________________________________________________________
 RF0776  LAPLACE CORR-           6.06  (seconds)                    DEFLEC99
 RF0776  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 RF0776
 RF0776  HORZ ORDER  -  SECOND
 RF0776
 RF0776.The horizontal coordinates were established by classical geodetic methods
 RF0776.and adjusted by the National Geodetic Survey in March 1998..
 RF0776
 RF0776.The NAVD 88 height was computed by applying the VERTCON shift value to
 RF0776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RF0776
 RF0776.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0776
 RF0776.The geoid height was determined by GEOID03.
 RF0776
 RF0776;                    North         East     Units Scale Factor Converg.
 RF0776;SPC ME W     -   365,247.116   930,719.833   MT  0.99997826   +0 17 11.3
 RF0776;SPC ME E     -   273,357.100   201,904.086   MT  1.00001826   -0 54 53.7
 RF0776;UTM  19      - 5,107,631.012   440,565.892   MT  0.99964342   -0 33 16.1
 RF0776
 RF0776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0776!SPC ME W     -   0.99989043  x   0.99997826  =   0.99986869
 RF0776!SPC ME E     -   0.99989043  x   1.00001826  =   0.99990869
 RF0776!UTM  19      -   0.99989043  x   0.99964342  =   0.99953389
 RF0776
 RF0776|---------------------------------------------------------------------|
 RF0776| PID    Reference Object                     Distance      Geod. Az  |
 RF0776|                                                           dddmmss.s |
 RF0776| DA5461 LITTLE RUSSELL RM 1                   2.263 METERS 10211     |
 RF0776| QG1328 MCNAIR=BIG SPENCER LO               APPROX.45.8 KM 1462521.5 |
 RF0776| RF0775 LITTLE RUSSELL LOT 1955               0.439 METERS 23303     |
 RF0776| DA5462 LITTLE RUSSELL RM 2                   3.663 METERS 23538     |
 RF0776|---------------------------------------------------------------------|
 RF0776
 RF0776                          SUPERSEDED SURVEY CONTROL
 RF0776
 RF0776  NAD 83(1992)-  46 07 10.80067(N)    069 46 09.19092(W) AD(       ) 2
 RF0776  NAD 83(1986)-  46 07 10.80600(N)    069 46 09.20753(W) AD(       ) 2
 RF0776  NAD 27      -  46 07 10.68100(N)    069 46 10.98400(W) AD(       ) 2
 RF0776  NGVD 29 (07/19/86)  724.3    (m)         2376.     (f) VERT ANG       
 RF0776
 RF0776.Superseded values are not recommended for survey control.
 RF0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0776.See file dsdata.txt to determine how the superseded data were derived.
 RF0776
 RF0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM4056607631(NAD 83)
 RF0776_MARKER: Z = SEE DESCRIPTION
 RF0776_SETTING: 0 = UNSPECIFIED SETTING
 RF0776
 RF0776  HISTORY     - Date     Condition        Report By
 RF0776  HISTORY     - 1955     MONUMENTED       CGS
 RF0776
 RF0776                          STATION DESCRIPTION
 RF0776
 RF0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 RF0776'STATION IS LOCATED ON THE SUMMIT OF LITTLE RUSSELL MOUNTAIN,
 RF0776'AIRLINE, ABOUT 30 MILES NORTH OF ROCKWOOD, 18 MILES NORTHEAST OF
 RF0776'PITTSTON FARM, 16 MILES NORTH OF SEBOOMOOK AND UNDER THE
 RF0776'LOOKOUT TOWER NEAR THE CENTER.
 RF0776'
 RF0776'STATION IS REACHED AS FOLLOWS.  FROM THE U.S. POST OFFICE AT
 RF0776'ROCKWOOD, GO NORTH AND WEST ON STATE HIGHWAY 15 FOR 2.0 MILES
 RF0776'TO A T ROAD ON THE RIGHT AND A BRIDGE.  TURN RIGHT, CROSS THE
 RF0776'BRIDGE AND FOLLOW THE MAIN ROAD FOR 17.6 MILES TO A FORK.  TURN
 RF0776'RIGHT, AS PER SIGN SEBOOMOOK 12 MILES, AND GO EASTERLY FOR 11.6
 RF0776'MILES TO A FORK.  TAKE THE LEFT FORK AS PER SIGN N EAST CARRY
 RF0776'10 MILES, AND GO 2.1 MILES TO A T ROAD ON THE LEFT.  TURN LEFT
 RF0776'AS PER SIGN CAUCOMGOMOC, CROSS THE SEBOOMOOK DAM, AND FOLLOW THE
 RF0776'MAIN ROAD FOR 18.4 MILES TO A FIRE WARDENS CABIN ON THE
 RF0776'RIGHT AND PARKING AREA ON THE LEFT.  FROM HERE PACK EASTERLY
 RF0776'FROM THE CABIN ON A GOOD TRAIL FOR ABOUT 1-1/2 MILES TO THE
 RF0776'LOOKOUT TOWER AND THE STATION.  TIME OF PACK IS ABOUT 3/4 HOUR.
 RF0776'
 RF0776'STATION MARK, UNSTAMPED, IS A USGS TRIANGULATION DISK CEMENTED
 RF0776'IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE GROUND AND
 RF0776'THE HIGHEST ON THE MOUNTAIN.  IT IS 1.442 FEET NORTHEAST OF THE
 RF0776'CENTER OF THE LOOKOUT TOWER.
 RF0776'
 RF0776'REFERENCE MARK NUMBER 1, STAMPED LITTLE RUSSELL USGS NO 1 1955,
 RF0776'IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 RF0776'FLUSH WITH THE GROUND AND 6 INCHES LOWER THAN THE STATION.
 RF0776'
 RF0776'REFERENCE MARK NUMBER 2, STAMPED LITTLE RUSSELL USGS NO 2
 RF0776'1955, IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 RF0776'OUTCROPPING BEDROCK FLUSH WITH THE GROUND AND AT ABOUT THE SAME
 RF0776'ELEVATION AS THE STATION.
 RF0776'
 RF0776'LITTLE RUSSELL LOOKOUT TOWER IS AN 8 FOOT SQUARE CABIN PAINTED
 RF0776'WHITE WITH A BLACK ROOF AND 10 FEET IN HEIGHT.  IT STANDS ON
 RF0776'A 50 FOOT STEEL TOWER WITH FOUR LEGS.
 RF0776'
 RF0776'HEIGHT OF LIGHT ABOVE STATION MARK 5.83 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0775 ***********************************************************************
 RF0775  DESIGNATION -  LITTLE RUSSELL LOT 1955
 RF0775  PID         -  RF0775
 RF0775  STATE/COUNTY-  ME/SOMERSET
 RF0775  USGS QUAD   -  RUSSELL MOUNTAIN (1989)
 RF0775
 RF0775                         *CURRENT SURVEY CONTROL
 RF0775  ___________________________________________________________________
 RF0775* NAD 83(1996)-  46 07 10.79192(N)    069 46 09.21884(W)     ADJUSTED  
 RF0775* NAVD 88     -       724.1    (meters)    2376.     (feet)  VERTCON   
 RF0775  ___________________________________________________________________
 RF0775  LAPLACE CORR-           6.06  (seconds)                    DEFLEC99
 RF0775  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 RF0775
 RF0775  HORZ ORDER  -  THIRD
 RF0775
 RF0775.The horizontal coordinates were established by classical geodetic methods
 RF0775.and adjusted by the National Geodetic Survey in March 1998..
 RF0775
 RF0775.The NAVD 88 height was computed by applying the VERTCON shift value to
 RF0775.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RF0775
 RF0775.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0775
 RF0775.The geoid height was determined by GEOID03.
 RF0775
 RF0775;                    North         East     Units Scale Factor Converg.
 RF0775;SPC ME W     -   365,246.850   930,719.483   MT  0.99997826   +0 17 11.3
 RF0775;SPC ME E     -   273,356.842   201,903.731   MT  1.00001826   -0 54 53.7
 RF0775;UTM  19      - 5,107,630.752   440,565.538   MT  0.99964342   -0 33 16.1
 RF0775
 RF0775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0775!SPC ME W     -   0.99989043  x   0.99997826  =   0.99986869
 RF0775!SPC ME E     -   0.99989043  x   1.00001826  =   0.99990869
 RF0775!UTM  19      -   0.99989043  x   0.99964342  =   0.99953389
 RF0775
 RF0775                          SUPERSEDED SURVEY CONTROL
 RF0775
 RF0775  NAD 83(1992)-  46 07 10.79212(N)    069 46 09.20727(W) AD(       ) 3
 RF0775  NAD 83(1986)-  46 07 10.79741(N)    069 46 09.22383(W) AD(       ) 3
 RF0775  NAD 27      -  46 07 10.67200(N)    069 46 11.00000(W) AD(       ) 3
 RF0775  NGVD 29 (07/19/86)  724.3    (m)         2376.     (f) VERT ANG       
 RF0775
 RF0775.Superseded values are not recommended for survey control.
 RF0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0775.See file dsdata.txt to determine how the superseded data were derived.
 RF0775
 RF0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM4056607631(NAD 83)
 RF0775
 RF0775  HISTORY     - Date     Condition        Report By
 RF0775  HISTORY     - 1955     MONUMENTED       CGS
 RF0775
 RF0775                          STATION DESCRIPTION
 RF0775
 RF0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 RF0775'THE STATION IS LOCATED ABOUT 30 MILES NORTH OF ROCKWOOD, 18 MILES
 RF0775'NORTHEAST OF PITTSTON FARM, AND 16 MILES NORTH OF SEBOOMOOK, ON
 RF0775'THE SUMMIT OF LITTLE RUSSELL MOUNTAIN.
 RF0775'
 RF0775'THE TOWER IS A MAINE STATE FOREST SERVICE LOOKOUT TOWER AND IS
 RF0775'A FOUR LEGGED STEEL STRUCTURE WITH AN 8 FOOT SQUARE HOUSE 10 FEET
 RF0775'HIGH MOUNTED ON TOP.  THE HOUSE IS PAINTED WHITE WITH A BLACK ROOF
 RF0775'AND IS ABOUT 50 FEET FROM THE GROUND TO THE TOP OF THE ROOF.  THE
 RF0775'CENTER OF THE TOWER WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0180 ***********************************************************************
 OC0180  DESIGNATION -  LITTLEFIELD
 OC0180  PID         -  OC0180
 OC0180  STATE/COUNTY-  ME/CUMBERLAND
 OC0180  USGS QUAD   -  SOUTH HARPSWELL (1975)
 OC0180
 OC0180                         *CURRENT SURVEY CONTROL
 OC0180  ___________________________________________________________________
 OC0180* NAD 83(1996)-  43 44 13.79100(N)    070 07 12.78060(W)     ADJUSTED  
 OC0180* LOCAL TIDAL -        53.624  (meters)     175.93   (feet)  ADJ UNCH  
 OC0180  ___________________________________________________________________
 OC0180  LAPLACE CORR-           3.52  (seconds)                    DEFLEC99
 OC0180  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 OC0180
 OC0180  HORZ ORDER  -  SECOND
 OC0180  VERT ORDER  -  SECOND    CLASS 0
 OC0180
 OC0180.The horizontal coordinates were established by classical geodetic methods
 OC0180.and adjusted by the National Geodetic Survey in March 1998..
 OC0180
 OC0180.The orthometric height was key entered from printed documents
 OC0180.and not key verified.
 OC0180
 OC0180.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC0180
 OC0180.The geoid height was determined by GEOID03.
 OC0180
 OC0180;                    North         East     Units Scale Factor Converg.
 OC0180;SPC ME W     -   100,411.768   903,741.847   MT  0.99996684   +0 01 55.6
 OC0180;UTM  19      - 4,843,290.627   409,791.818   MT  0.99970009   -0 46 28.3
 OC0180
 OC0180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC0180!SPC ME W     -   0.99999567  x   0.99996684  =   0.99996251
 OC0180!UTM  19      -   0.99999567  x   0.99970009  =   0.99969576
 OC0180
 OC0180:                Primary Azimuth Mark                     Grid Az
 OC0180:SPC ME W     -  S FREEPORT CASCO CASTLE TOWER            004 14 33.1
 OC0180:UTM  19      -  S FREEPORT CASCO CASTLE TOWER            005 02 57.0
 OC0180
 OC0180|---------------------------------------------------------------------|
 OC0180| PID    Reference Object                     Distance      Geod. Az  |
 OC0180|                                                           dddmmss.s |
 OC0180| OC1481 S FREEPORT CASCO CASTLE TOWER       APPROX. 9.1 KM 0041628.7 |
 OC0180| OC0181 LITTLEFIELD RM 1                     32.250 METERS 05733     |
 OC0180| OC1453 HARPSWELL BAPTIST CHURCH SPIRE      APPROX. 9.3 KM 0694448.5 |
 OC0180| OC1527 MARK IS STONE BEACON                APPROX. 7.8 KM 1132945.6 |
 OC0180| OC1529 HALFWAY ROCK LIGHTHOUSE 1904        APPROX.11.2 KM 1431623.9 |
 OC0180| OC0182 LITTLEFIELD RM 2                     24.554 METERS 16644     |
 OC0180| OC1652 CUSHING ISLAND RADIO MAST           APPROX.11.9 KM 2095514.6 |
 OC0180| OC1729 SOUTH PORTLAND TODD BATH TANK       APPROX.13.3 KM 2215226.5 |
 OC0180| OC1745 MC KINLEY WATER TOWER               APPROX. 8.5 KM 2251219.0 |
 OC0180| OC1703 COW ISLAND SEARCH LIGHT TOWER       APPROX. 7.1 KM 2261145.9 |
 OC0180| OC1812 PORTLAND SPTANDPIPE                 APPROX.13.0 KM 2343436.8 |
 OC0180| OC1777 COW ISLAND LEDGE LIGHT              APPROX. 6.7 KM 2352642.0 |
 OC0180| OC1635 PORTLAND MARINE HOSPITAL STACK      APPROX.11.5 KM 2414926.1 |
 OC0180| OC1683 LOWER BASKET LEDGE SPINDLE USE      APPROX. 3.0 KM 2553730.2 |
 OC0180| OC1768 FALMOUTH STANDPIPE                  APPROX. 7.4 KM 2720625.7 |
 OC0180| OC1681 UPPER BASKET LEDGE SPINDLE USE      APPROX. 3.1 KM 2760809.1 |
 OC0180| OC1493 YARMOUTH WATER TANK                 APPROX. 8.8 KM 3145412.8 |
 OC0180|---------------------------------------------------------------------|
 OC0180
 OC0180                          SUPERSEDED SURVEY CONTROL
 OC0180
 OC0180  NAD 83(1992)-  43 44 13.78919(N)    070 07 12.78091(W) AD(       ) 2
 OC0180  NAD 83(1986)-  43 44 13.79519(N)    070 07 12.78629(W) AD(       ) 2
 OC0180  NAD 27      -  43 44 13.50300(N)    070 07 14.61000(W) AD(       ) 2
 OC0180
 OC0180.Superseded values are not recommended for survey control.
 OC0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0180.See file dsdata.txt to determine how the superseded data were derived.
 OC0180
 OC0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0979243291(NAD 83)
 OC0180_MARKER: DS = TRIANGULATION STATION DISK
 OC0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC0180_STAMPING: LITTLEFIELD 1933
 OC0180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC0180
 OC0180  HISTORY     - Date     Condition        Report By
 OC0180  HISTORY     - 1933     MONUMENTED       CGS
 OC0180  HISTORY     - 1941     SEE DESCRIPTION  CGS
 OC0180  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OC0180  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OC0180  HISTORY     - 1943     GOOD             NGS
 OC0180  HISTORY     - 20010909 GOOD             USPSQD
 OC0180
 OC0180                          STATION DESCRIPTION
 OC0180
 OC0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC0180'THIS STATION IS NEAR THE CENTRAL PORTION OF GREAT CHEBEAG ISLAND
 OC0180'AT ABOUT THE HIGHEST POINT.  ABOUT 3/4 MILE FROM CENTRAL LANDING
 OC0180'WHARF AND 1/4 MILE SE OF THE HIGHEST POINT ON THE ROAD LEADING
 OC0180'FROM CENTRAL LANDING ACROSS THE ISLAND.  IT IS NEAR THE
 OC0180'INTERSECTION OF A RIDGE RUNNING LENGTHWISE AND A SMALL RIDGE
 OC0180'RUNNING ACROSS THE ISLAND AND IS AT THE NW CORNER OF A WOODED
 OC0180'AREA.  THE STATION IS IN RANGE WITH THE WESTERN TIMBER LINE AND
 OC0180'IS 5 METERS OFF THE N TIMBER LINE.  IT IS 23 METERS FROM THE
 OC0180'SW CORNER OF A TWO-STORY FRAME DWELLING, 13 METERS FROM THE SW
 OC0180'CORNER OF A WOODSHED, AND 7 METERS SW OF AN 18-INCH APPLE TREE.
 OC0180'
 OC0180'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 OC0180'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 OC0180'
 OC0180'REFERENCE MARK NO. 1 IS IN THE PATH LEADING FROM THE DWELLING
 OC0180'NE TO THE WELL AND IS 5 METERS W OF A 4- BY 8-FOOT POTATO HOUSE.
 OC0180'
 OC0180'REFERENCE MARK NO. 2 IS ON THE TIMBER LINE SE OF THE STATION
 OC0180'AND IS ON THE LINE OF A STONE FENCE WHICH HAS FALLEN DOWN.
 OC0180'
 OC0180'HEIGHT OF SIGNAL ABOVE STATION MARK - 12.25 METERS.
 OC0180
 OC0180                          STATION RECOVERY (1941)
 OC0180
 OC0180'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC0180'STATION RECOVERED IN GOOD CONDITION AS ORIGINALLY
 OC0180'DESCRIBED.  ALL MARKS IN GOOD CONDITION.  THE DESCRIPTION IS
 OC0180'ADEQUATE AND COMPLETE.  THE DISKS ARE STAMPED LITTLEFIELD,
 OC0180'1933.  A ONE-MINUTE ERROR WAS FOUND IN THE DIRECTION TO
 OC0180'REFERENCE MARK NO. 2.
 OC0180
 OC0180                          STATION RECOVERY (1943)
 OC0180
 OC0180'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 OC0180'RECOVERED IN GOOD CONDITION AS DESCRIBED, EXCEPT FOR THE
 OC0180'FOLLOWING DISCREPANCIES--
 OC0180'
 OC0180'DIRECTION TO R.M. 2 IS 23 DEG 27 MIN 55 SEC. NOT 23 DEG 28 MIN
 OC0180'55 SEC.
 OC0180'
 OC0180'THE DISTANCES GIVEN IN THE DESCRIPTION WERE INVESTIGATED AND
 OC0180'FOUND TO BE EXPRESSED IN METERS.
 OC0180
 OC0180                          STATION RECOVERY (1943)
 OC0180
 OC0180'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 OC0180'STATION (NOTES 1A AND 7A) AND REFERENCE MARKS 1 AND 2 (NOTES 11A)
 OC0180'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION, WITH THE
 OC0180'EXCEPTION THAT DISTANCES TO REFERENCE MARKS (P. 24) WERE
 OC0180'REVERSED.  ORIGINAL DESCRIPTION ADEQUATE.
 OC0180'
 OC0180'OBSERVATIONS MADE FROM A 64-FOOT TOWER.
 OC0180
 OC0180                          STATION RECOVERY (1943)
 OC0180
 OC0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 OC0180'1 MI SW FROM CHEBEAGUE.
 OC0180'1.0 MILE SOUTHWEST OF CHEBEAGUE, CUMBERLAND COUNTY, MAY BE
 OC0180'REACHED FROM THE POST OFFICE BY GOING 0.3 MILE SOUTH ALONG A
 OC0180'HARD SURFACE ROAD, THENCE 0.5 MILE WEST ALONG A GRAVEL ROAD, AND
 OC0180'THENCE 0.2 MILE SOUTH ALONG A PRIVATE DRIVEWAY.  IT IS AT THE
 OC0180'NORTHEAST CORNER OF A THICK PINE FOREST, 700 FEET EAST OF A WHITE
 OC0180'CHURCH BUILDING, 77.6 FEET SOUTHWEST OF THE NORTHWEST CORNER OF
 OC0180'A WHITE FRAME HOUSE, 41 FEET SOUTH OF THE SOUTHEAST CORNER OF A
 OC0180'SMALL HOUSE, AND 29 FEET WEST OF AN APPLE TREE.
 OC0180
 OC0180                          STATION RECOVERY (2001)
 OC0180
 OC0180'RECOVERY NOTE BY US POWER SQUADRON 2001 (HBK)
 OC0180'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0181 ***********************************************************************
 OC0181  DESIGNATION -  LITTLEFIELD RM 1
 OC0181  PID         -  OC0181
 OC0181  STATE/COUNTY-  ME/CUMBERLAND
 OC0181  USGS QUAD   -  SOUTH HARPSWELL (1975)
 OC0181
 OC0181                         *CURRENT SURVEY CONTROL
 OC0181  ___________________________________________________________________
 OC0181* NAD 83(1986)-  43 44 13.     (N)    070 07 12.     (W)     SCALED    
 OC0181* LOCAL TIDAL -        52.601  (meters)     172.58   (feet)  ADJ UNCH  
 OC0181  ___________________________________________________________________
 OC0181  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 OC0181
 OC0181  VERT ORDER  -  SECOND    CLASS 0
 OC0181
 OC0181.The horizontal coordinates were scaled from a topographic map and have
 OC0181.an estimated accuracy of +/- 6 seconds.
 OC0181
 OC0181.The orthometric height was key entered from printed documents
 OC0181.and not key verified.
 OC0181
 OC0181.The geoid height was determined by GEOID03.
 OC0181
 OC0181;                    North         East    Units  Estimated Accuracy
 OC0181;SPC ME W     -   100,390.      903,760.      MT  (+/- 180 meters Scaled)
 OC0181
 OC0181                          SUPERSEDED SURVEY CONTROL
 OC0181
 OC0181.No superseded survey control is available for this station.
 OC0181
 OC0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ098432(NAD 83)
 OC0181_MARKER: DR = REFERENCE MARK DISK
 OC0181_SETTING: 0 = UNSPECIFIED SETTING
 OC0181_STAMPING: LITTLEFIELD NO 1 1933
 OC0181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC0181
 OC0181  HISTORY     - Date     Condition        Report By
 OC0181  HISTORY     - 1933     MONUMENTED       CGS
 OC0181  HISTORY     - 1943     GOOD             NGS
 OC0181  HISTORY     - 20010909 GOOD             USPSQD
 OC0181
 OC0181                          STATION DESCRIPTION
 OC0181
 OC0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 OC0181'1 MI SW FROM CHEBEAGUE.
 OC0181'105.8 FEET EAST OF TRIANGULATION STATION LITTLEFIELD DESCRIBED
 OC0181'ABOVE, AT THE EDGE OF A GARDEN, 82 FEET SOUTHEAST OF THE
 OC0181'SOUTHEAST CORNER OF A WHITE HOUSE, AND 19 FEET WEST OF A SMALL
 OC0181'SHINGLE CHICKEN HOUSE.
 OC0181
 OC0181                          STATION RECOVERY (2001)
 OC0181
 OC0181'RECOVERY NOTE BY US POWER SQUADRON 2001 (HBK)
 OC0181'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0182 ***********************************************************************
 OC0182  DESIGNATION -  LITTLEFIELD RM 2
 OC0182  PID         -  OC0182
 OC0182  STATE/COUNTY-  ME/CUMBERLAND
 OC0182  USGS QUAD   -  SOUTH HARPSWELL (1975)
 OC0182
 OC0182                         *CURRENT SURVEY CONTROL
 OC0182  ___________________________________________________________________
 OC0182* NAD 83(1986)-  43 44 13.     (N)    070 07 12.     (W)     SCALED    
 OC0182* LOCAL TIDAL -        53.500  (meters)     175.52   (feet)  ADJ UNCH  
 OC0182  ___________________________________________________________________
 OC0182  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 OC0182
 OC0182  VERT ORDER  -  SECOND    CLASS 0
 OC0182
 OC0182.The horizontal coordinates were scaled from a topographic map and have
 OC0182.an estimated accuracy of +/- 6 seconds.
 OC0182
 OC0182.The orthometric height was key entered from printed documents
 OC0182.and not key verified.
 OC0182
 OC0182.The geoid height was determined by GEOID03.
 OC0182
 OC0182;                    North         East    Units  Estimated Accuracy
 OC0182;SPC ME W     -   100,390.      903,760.      MT  (+/- 180 meters Scaled)
 OC0182
 OC0182                          SUPERSEDED SURVEY CONTROL
 OC0182
 OC0182.No superseded survey control is available for this station.
 OC0182
 OC0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ098432(NAD 83)
 OC0182_MARKER: DR = REFERENCE MARK DISK
 OC0182_SETTING: 0 = UNSPECIFIED SETTING
 OC0182_STAMPING: LITTLEFIELD NO 2 1933
 OC0182_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC0182
 OC0182  HISTORY     - Date     Condition        Report By
 OC0182  HISTORY     - 1933     MONUMENTED       CGS
 OC0182  HISTORY     - 1943     GOOD             NGS
 OC0182  HISTORY     - 20010909 GOOD             USPSQD
 OC0182
 OC0182                          STATION DESCRIPTION
 OC0182
 OC0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 OC0182'1 MI SW FROM CHEBEAGUE.
 OC0182'80 FEET SOUTH OF TRIANGULATION STATION LITTLEFIELD DESCRIBED
 OC0182'ABOVE, AT THE EAST EDGE OF THE PINE WOODS, 150 FEET SOUTH OF A
 OC0182'WHITE FRAME HOUSE, AND 11 FEET NORTHEAST OF A 10-INCH PINE TREE.
 OC0182
 OC0182                          STATION RECOVERY (2001)
 OC0182
 OC0182'RECOVERY NOTE BY US POWER SQUADRON 2001 (HBK)
 OC0182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0711 ***********************************************************************
 RE0711  DESIGNATION -  LITTLETON 2
 RE0711  PID         -  RE0711
 RE0711  STATE/COUNTY-  ME/AROOSTOOK
 RE0711  USGS QUAD   -  TWIN BROOK (1984)
 RE0711
 RE0711                         *CURRENT SURVEY CONTROL
 RE0711  ___________________________________________________________________
 RE0711* NAD 83(1996)-  46 13 09.54515(N)    067 52 40.74743(W)     ADJUSTED  
 RE0711* NAVD 88     -       230.     (meters)     755.     (feet)  SCALED    
 RE0711  ___________________________________________________________________
 RE0711  LAPLACE CORR-           1.99  (seconds)                    DEFLEC99
 RE0711  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 RE0711
 RE0711  HORZ ORDER  -  THIRD
 RE0711
 RE0711.The horizontal coordinates were established by classical geodetic methods
 RE0711.and adjusted by the National Geodetic Survey in March 1998..
 RE0711
 RE0711.The orthometric height was scaled from a topographic map.
 RE0711
 RE0711.The Laplace correction was computed from DEFLEC99 derived deflections.
 RE0711
 RE0711.The geoid height was determined by GEOID03.
 RE0711
 RE0711;                    North         East     Units Scale Factor Converg.
 RE0711;SPC ME E     -   283,837.554   347,987.739   MT  0.99992830   +0 26 56.8
 RE0711;UTM  19      - 5,119,027.498   586,536.058   MT  0.99969205   +0 48 36.5
 RE0711
 RE0711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RE0711!SPC ME E     -   0.99996767  x   0.99992830  =   0.99989597
 RE0711!UTM  19      -   0.99996767  x   0.99969205  =   0.99965973
 RE0711
 RE0711:                Primary Azimuth Mark                     Grid Az
 RE0711:SPC ME E     -  LITTLETON 2 AZ MK                        010 26 55.7
 RE0711:UTM  19      -  LITTLETON 2 AZ MK                        010 05 16.0
 RE0711
 RE0711|---------------------------------------------------------------------|
 RE0711| PID    Reference Object                     Distance      Geod. Az  |
 RE0711|                                                           dddmmss.s |
 RE0711| DA5463 LITTLETON 2 AZ MK                                  0105352.5 |
 RE0711| DA5465 LITTLETON 2 RM 2                     48.676 METERS 08229     |
 RE0711| RE0706 HOULTON BORDER PATROL RAD MAST      APPROX.14.0 KM 1480050.9 |
 RE0711| RE0703 HOULTON TV INC MAST                 APPROX.11.9 KM 1595143.8 |
 RE0711| RE0696 HOULTON RADIO STA WHOU MAST         APPROX. 8.7 KM 1611219.8 |
 RE0711| DA5464 LITTLETON 2 RM 1                     50.724 METERS 35353     |
 RE0711|---------------------------------------------------------------------|
 RE0711
 RE0711                          SUPERSEDED SURVEY CONTROL
 RE0711
 RE0711  NAD 83(1992)-  46 13 09.54141(N)    067 52 40.74857(W) AD(       ) 3
 RE0711  NAD 83(1986)-  46 13 09.54321(N)    067 52 40.77335(W) AD(       ) 3
 RE0711  NAD 27      -  46 13 09.34790(N)    067 52 42.72460(W) AD(       ) 3
 RE0711
 RE0711.Superseded values are not recommended for survey control.
 RE0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0711.See file dsdata.txt to determine how the superseded data were derived.
 RE0711
 RE0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM8653619027(NAD 83)
 RE0711_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RE0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RE0711_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RE0711
 RE0711  HISTORY     - Date     Condition        Report By
 RE0711  HISTORY     - 1959     MONUMENTED       CGS
 RE0711  HISTORY     - 1962     SEE DESCRIPTION  CGS
 RE0711  HISTORY     - 1981     GOOD             MEDT
 RE0711
 RE0711                          STATION DESCRIPTION
 RE0711
 RE0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (HRL)
 RE0711'STATION IS LOCATED ABOUT 6-1/2 MILES NORTHWEST OF HOULTON, 3-1/2
 RE0711'MILES WEST OF THE MEDUXNEKEAG RIVER, 1/2 MILE WEST OF CARRY
 RE0711'LAKE, AND ON THE HIGHEST GROUND OF LITTLETON RIDGE.  IN THE
 RE0711'SOUTHWEST CORNER OF A SMALL CLEARING, 14 FEET NORTHEAST OF A
 RE0711'TRIANGLE BLAZED 4 INCH POPLAR TREE, 3.3 FEET NORTHEAST OF WITNESS
 RE0711'MARKER, AND 21 FEET NORTHEAST OF A BOULDER ABOUT 7 BY 7 FEET.
 RE0711'
 RE0711'TO REACH FROM THE ROTARY CIRCLE IN HOULTON, GO NORTH ON U.S.
 RE0711'HIGHWAY NO. 1 FOR 6.5 MILES TO CROSS ROADS AT SIGN STATE FISH
 RE0711'REARING POOL-LITTLETON.  TURN LEFT AND GO WEST FOR 0.55 MILE TO
 RE0711'RAILROAD CROSSING, CONTINUE WESTERLY FOR 1.0 MILE TO A FORK.  TURN
 RE0711'RIGHT AND GO NORTHWESTERLY FOR 0.5 MILE TO TELEPHONE POLE NO. 129
 RE0711'ON THE RIGHT (NORTH) SIDE OF ROAD.  TURN LEFT ON FIELD ROAD
 RE0711'(AZIMUTH MARK ON LEFT) AND GO SOUTH ALONG EAST SIDE OF FIELD
 RE0711'FOR 0.2 MILE, TURN RIGHT AND GO ABOUT 50 YARDS TO STATION IN
 RE0711'THE SOUTHWEST CORNER OF FIELD.
 RE0711'
 RE0711'REFERENCE MARK NO. 1 IS 66 FEET NORTHWEST OF ROCKPILE, AND 67
 RE0711'FEET NORTHEAST OF THE NORTHEAST CORNER OF WOODS.  THE STANDARD
 RE0711'REFERENCE MARK DISK IS SET IN A DRILLHOLE IN A BOULDER THAT
 RE0711'PROJECTS ABOUT 6 INCHES, AND THE DISK IS STAMPED LITTLETON 2 NO 1
 RE0711'1959.
 RE0711'
 RE0711'REFERENCE MARK NO. 2 IS 15 FEET NORTHWEST OF THE NORTHWEST EDGE
 RE0711'OF ROCKPILE, AND IN THE SOUTHEAST EDGE OF WOODS.  THE STANDARD
 RE0711'REFERENCE MARK DISK IS SET IN A DRILLHOLE IN A BOULDER THAT
 RE0711'PROJECTS ABOUT 12 INCHES, AND THE DISK IS STAMPED LITTLETON 2
 RE0711'NO 2 1959.
 RE0711'
 RE0711'AZIMUTH MARK, A STANDARD DISK SET IN A 12 X 12 INCH CONCRETE
 RE0711'MONUMENT AND STAMPED LITTLETON 2 1959.  IT IS 2.6 FEET SOUTHWEST
 RE0711'OF WITNESS MARKER, 4-1/2 FEET NORTHWEST OF THE WEST EDGE OF WOODS,
 RE0711'26 FEET SOUTH OF THE CENTER OF GRAVELED ROAD, AND 49-1/2 FEET
 RE0711'SOUTHEAST OF TELEPHONE POLE NO. 129.  THE MARK PROJECTS 3 INCHES.
 RE0711'
 RE0711'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 RE0711
 RE0711                          STATION RECOVERY (1962)
 RE0711
 RE0711'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JDB)
 RE0711'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 RE0711'CONDITION.  THE STATION IS NOW LOCATED ON LAND OWNED BY MRS.
 RE0711'CLARENCE SHAW.
 RE0711'
 RE0711'THE TO-REACH BY H.R.L. IN 1959 IS ADEQUATE.
 RE0711
 RE0711                          STATION RECOVERY (1981)
 RE0711
 RE0711'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1981 (BJR)
 RE0711'LITTLETON - 2 1959 RECOVERED GOOD.
 RE0711'
 RE0711'LITTLETON - 2 NO. 1 - 1959 RECOVERED GOOD.
 RE0711'
 RE0711'LITTLETON - 2 NO. 2 - 1959 RECOVERED GOOD.
 RE0711'
 RE0711'LITTLETON - 2 AZ - 1959 RECOVERED GOOD.
 RE0711'
 RE0711'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6.5 MI. NORTHWEST
 RE0711'OF HOULTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0716 ***********************************************************************
 RE0716  DESIGNATION -  LITTLETON GSC
 RE0716  PID         -  RE0716
 RE0716  STATE/COUNTY-  ME/AROOSTOOK
 RE0716  USGS QUAD   -  TWIN BROOK (1984)
 RE0716
 RE0716                         *CURRENT SURVEY CONTROL
 RE0716  ___________________________________________________________________
 RE0716* NAD 83(1996)-  46 13 09.36095(N)    067 52 40.95282(W)     ADJUSTED  
 RE0716* NAVD 88     -       228.6    (meters)     750.     (feet)  VERTCON   
 RE0716  ___________________________________________________________________
 RE0716  LAPLACE CORR-           1.99  (seconds)                    DEFLEC99
 RE0716  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 RE0716
 RE0716  HORZ ORDER  -  SECOND
 RE0716
 RE0716.The horizontal coordinates were established by classical geodetic methods
 RE0716.and adjusted by the National Geodetic Survey in March 1998..
 RE0716
 RE0716.The NAVD 88 height was computed by applying the VERTCON shift value to
 RE0716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RE0716
 RE0716.The Laplace correction was computed from DEFLEC99 derived deflections.
 RE0716
 RE0716.The geoid height was determined by GEOID03.
 RE0716
 RE0716;                    North         East     Units Scale Factor Converg.
 RE0716;SPC ME E     -   283,831.833   347,983.382   MT  0.99992829   +0 26 56.6
 RE0716;UTM  19      - 5,119,021.751   586,531.738   MT  0.99969204   +0 48 36.3
 RE0716
 RE0716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RE0716!SPC ME E     -   0.99996786  x   0.99992829  =   0.99989615
 RE0716!UTM  19      -   0.99996786  x   0.99969204  =   0.99965991
 RE0716
 RE0716:                Primary Azimuth Mark                     Grid Az
 RE0716:SPC ME E     -  MONTICELLO GSC                           005 24 50.8
 RE0716:UTM  19      -  MONTICELLO GSC                           005 03 11.1
 RE0716
 RE0716|---------------------------------------------------------------------|
 RE0716| PID    Reference Object                     Distance      Geod. Az  |
 RE0716|                                                           dddmmss.s |
 RE0716| RE0721 MONTICELLO GSC                      APPROX.13.8 KM 0055147.4 |
 RE0716|---------------------------------------------------------------------|
 RE0716
 RE0716                          SUPERSEDED SURVEY CONTROL
 RE0716
 RE0716  NAD 83(1992)-  46 13 09.35792(N)    067 52 40.95098(W) AD(       ) 2
 RE0716  NAD 83(1986)-  46 13 09.35973(N)    067 52 40.96903(W) AD(       ) 2
 RE0716  NAD 27      -  46 13 09.18100(N)    067 52 42.90200(W) AD(       ) 2
 RE0716  NGVD 29 (07/19/86)  228.8    (m)          751.     (f) VERT ANG       
 RE0716
 RE0716.Superseded values are not recommended for survey control.
 RE0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0716.See file dsdata.txt to determine how the superseded data were derived.
 RE0716
 RE0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM8653219022(NAD 83)
 RE0716_MARKER: B = BOLT
 RE0716_SETTING: 66 = SET IN ROCK OUTCROP
 RE0716_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 RE0716_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RE0716+STABILITY: POSITION/ELEVATION WELL
 RE0716
 RE0716  HISTORY     - Date     Condition        Report By
 RE0716  HISTORY     - 1916     MONUMENTED       GSC
 RE0716
 RE0716                          STATION DESCRIPTION
 RE0716
 RE0716'DESCRIBED BY GEODETIC SURVEY OF CANADA 1916 (JLR)
 RE0716'IN LITTLETON TOWNSHIP, ON A HILL ABOUT THE MIDDLE OF LOT 3, RANGE 10,
 RE0716'OF THE SOUTH DIVISION OF THE TOWNSHIP, ON LAND OWNED BY OSCAR CRAIN.
 RE0716'IT IS ON A PROMINENT HILL, WHICH IS CLEARED NORTH OF THE STATION
 RE0716'COVERED WITH SMALL GROWTH TO THE SOUTH.
 RE0716'
 RE0716'STATION MARK--BRONZE PLUG CEMENTED IN A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2051 ***********************************************************************
 OC2051  DESIGNATION -  LIVINGSTONS HOUSE CHIMNEY
 OC2051  PID         -  OC2051
 OC2051  STATE/COUNTY-  ME/YORK
 OC2051  USGS QUAD   -  BIDDEFORD (1975)
 OC2051
 OC2051                         *CURRENT SURVEY CONTROL
 OC2051  ___________________________________________________________________
 OC2051* NAD 83(1996)-  43 24 45.57792(N)    070 22 54.17185(W)     ADJUSTED  
 OC2051* NAVD 88     -                                                        
 OC2051  ___________________________________________________________________
 OC2051  LAPLACE CORR-           2.99  (seconds)                    DEFLEC99
 OC2051  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 OC2051
 OC2051  HORZ ORDER  -  THIRD
 OC2051
 OC2051.The horizontal coordinates were established by classical geodetic methods
 OC2051.and adjusted by the National Geodetic Survey in March 1998..
 OC2051
 OC2051
 OC2051.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2051
 OC2051.The geoid height was determined by GEOID03.
 OC2051
 OC2051;                    North         East     Units Scale Factor Converg.
 OC2051;SPC ME W     -    64,380.750   882,583.182   MT  0.99997040   -0 08 52.0
 OC2051;UTM  19      - 4,807,568.787   388,134.723   MT  0.99975393   -0 56 58.8
 OC2051
 OC2051                          SUPERSEDED SURVEY CONTROL
 OC2051
 OC2051  NAD 83(1992)-  43 24 45.57635(N)    070 22 54.17332(W) AD(       ) 4
 OC2051  NAD 83(1986)-  43 24 45.58169(N)    070 22 54.17891(W) AD(       ) 4
 OC2051  NAD 27      -  43 24 45.24600(N)    070 22 56.03400(W) AD(       ) 3
 OC2051
 OC2051.Superseded values are not recommended for survey control.
 OC2051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2051.See file dsdata.txt to determine how the superseded data were derived.
 OC2051
 OC2051_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ8813507569(NAD 83)
 OC2051
 OC2051  HISTORY     - Date     Condition        Report By
 OC2051  HISTORY     - 1928     MONUMENTED       CGS
 OC2051  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OC2051
 OC2051                          STATION DESCRIPTION
 OC2051
 OC2051'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (GCM)
 OC2051'STATION IS THE MOST PROMINENT GROUP OF CHIMNEYS AT THE N END
 OC2051'OF THE RIDGE POLE OF THE MAIN PART OF MR. LIVINGSTONS HOUSE, 3
 OC2051'MILES S OF BIDDEFORD POOL.  THIS IS MEARLY THE LOCATION OF
 OC2051'HYDROGRAPHIC SIGNAL DUB WHICH CONSISTS OF THE NORTHERNMOST
 OC2051'OF TWO GABLE PEAKS FACING E.
 OC2051
 OC2051                          STATION RECOVERY (1953)
 OC2051
 OC2051'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EHK)
 OC2051'THE CHIMNEY WAS STRUCK BY LIGHTNING IN THE 1940S AND WAS REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0263 ***********************************************************************
 OB0263  DESIGNATION -  LN 1 A
 OB0263  PID         -  OB0263
 OB0263  STATE/COUNTY-  ME/SAGADAHOC
 OB0263  USGS QUAD   -  BRUNSWICK (1980)
 OB0263
 OB0263                         *CURRENT SURVEY CONTROL
 OB0263  ___________________________________________________________________
 OB0263* NAD 83(1986)-  43 56 12.     (N)    069 58 11.     (W)     SCALED    
 OB0263* NAVD 88     -        47.743  (meters)     156.64   (feet)  ADJUSTED  
 OB0263  ___________________________________________________________________
 OB0263  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 OB0263  DYNAMIC HT  -          47.738 (meters)     156.62  (feet)  COMP
 OB0263  MODELED GRAV-     980,515.0   (mgal)                       NAVD 88
 OB0263
 OB0263  VERT ORDER  -  SECOND    CLASS I
 OB0263
 OB0263.The horizontal coordinates were scaled from a topographic map and have
 OB0263.an estimated accuracy of +/- 6 seconds.
 OB0263
 OB0263.The orthometric height was determined by differential leveling
 OB0263.and adjusted by the National Geodetic Survey in June 1991..
 OB0263
 OB0263.The geoid height was determined by GEOID03.
 OB0263
 OB0263.The dynamic height is computed by dividing the NAVD 88
 OB0263.geopotential number by the normal gravity value computed on the
 OB0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0263.degrees latitude (g = 980.6199 gals.).
 OB0263
 OB0263.The modeled gravity was interpolated from observed gravity values.
 OB0263
 OB0263;                    North         East    Units  Estimated Accuracy
 OB0263;SPC ME W     -   122,600.      915,810.      MT  (+/- 180 meters Scaled)
 OB0263
 OB0263                          SUPERSEDED SURVEY CONTROL
 OB0263
 OB0263  NGVD 29 (??/??/92)   47.940  (m)          157.28   (f) ADJ UNCH    2 1
 OB0263
 OB0263.Superseded values are not recommended for survey control.
 OB0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0263.See file dsdata.txt to determine how the superseded data were derived.
 OB0263
 OB0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ221652(NAD 83)
 OB0263_MARKER: DD = SURVEY DISK
 OB0263_SETTING: 66 = SET IN ROCK OUTCROP
 OB0263_SP_SET: ROCK OUTCROP
 OB0263_STAMPING: LN1A 4-20-71
 OB0263_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0263+STABILITY: POSITION/ELEVATION WELL
 OB0263
 OB0263  HISTORY     - Date     Condition        Report By
 OB0263  HISTORY     - 1971     MONUMENTED       MEDT
 OB0263  HISTORY     - 1975     GOOD             MEDT
 OB0263  HISTORY     - 1991     GOOD             USPSQD
 OB0263  HISTORY     - 20060505 MARK NOT FOUND   USPSQD
 OB0263
 OB0263                          STATION DESCRIPTION
 OB0263
 OB0263'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 OB0263'0.55 MI SE FROM TOPSHAM.
 OB0263'ABOUT 0.55 MILES SOUTHEAST ALONG STATE HIGHWAY 196 FROM THE STATE
 OB0263'HIGHWAY 196 OVERPASS CROSSING I-95 (TOPSHAM-LISBON EXIT), AND ALSO
 OB0263'ABOUT 0.2 MILE NORTHWESTERLY ALONG ROUTE 196 FROM THE TOPSHAM POST
 OB0263'OFFICE.  A DISK SET FLUSH WITH THE SURFACE OF A 6-FOOT EXPOSED LEDGE
 OB0263'OUTCROP 27 FEET NORTHEAST OF AND ABOUT 3.5 FEET ABOVE THE CENTERLINE
 OB0263'OF STATE HIGHWAY 196.
 OB0263
 OB0263                          STATION RECOVERY (1991)
 OB0263
 OB0263'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OB0263'RECOVERED IN GOOD CONDITION.
 OB0263
 OB0263                          STATION RECOVERY (2006)
 OB0263
 OB0263'RECOVERY NOTE BY US POWER SQUADRON 2006 (AHE)
 OB0263'IT WOULD APPEAR THE LEDGE HAS BEEN BLASTED TO ALLOW FOR THE
 OB0263'INTERSECTION TO BE WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1240 ***********************************************************************
 OC1240  DESIGNATION -  LN 6
 OC1240  PID         -  OC1240
 OC1240  STATE/COUNTY-  ME/SAGADAHOC
 OC1240  USGS QUAD   -  LISBON FALLS SOUTH (1979)
 OC1240
 OC1240                         *CURRENT SURVEY CONTROL
 OC1240  ___________________________________________________________________
 OC1240* NAD 83(1986)-  43 57 32.     (N)    070 00 10.     (W)     SCALED    
 OC1240* NAVD 88     -        52.246  (meters)     171.41   (feet)  ADJUSTED  
 OC1240  ___________________________________________________________________
 OC1240  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 OC1240  DYNAMIC HT  -          52.241 (meters)     171.39  (feet)  COMP
 OC1240  MODELED GRAV-     980,510.6   (mgal)                       NAVD 88
 OC1240
 OC1240  VERT ORDER  -  SECOND    CLASS I
 OC1240
 OC1240.The horizontal coordinates were scaled from a topographic map and have
 OC1240.an estimated accuracy of +/- 6 seconds.
 OC1240
 OC1240.The orthometric height was determined by differential leveling
 OC1240.and adjusted by the National Geodetic Survey in June 1991..
 OC1240
 OC1240.The geoid height was determined by GEOID03.
 OC1240
 OC1240.The dynamic height is computed by dividing the NAVD 88
 OC1240.geopotential number by the normal gravity value computed on the
 OC1240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1240.degrees latitude (g = 980.6199 gals.).
 OC1240
 OC1240.The modeled gravity was interpolated from observed gravity values.
 OC1240
 OC1240;                    North         East    Units  Estimated Accuracy
 OC1240;SPC ME W     -   125,060.      913,150.      MT  (+/- 180 meters Scaled)
 OC1240
 OC1240                          SUPERSEDED SURVEY CONTROL
 OC1240
 OC1240  NGVD 29 (??/??/92)   52.443  (m)          172.06   (f) ADJ UNCH    2 1
 OC1240
 OC1240.Superseded values are not recommended for survey control.
 OC1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1240.See file dsdata.txt to determine how the superseded data were derived.
 OC1240
 OC1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ195677(NAD 83)
 OC1240_MARKER: DD = SURVEY DISK
 OC1240_SETTING: 66 = SET IN ROCK OUTCROP
 OC1240_SP_SET: ROCK OUTCROP
 OC1240_STAMPING: LN 6 4-16-71
 OC1240_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC1240+STABILITY: POSITION/ELEVATION WELL
 OC1240
 OC1240  HISTORY     - Date     Condition        Report By
 OC1240  HISTORY     - 1971     MONUMENTED       MEDT
 OC1240  HISTORY     - 1975     GOOD             MEDT
 OC1240  HISTORY     - 20051001 GOOD             USPSQD
 OC1240
 OC1240                          STATION DESCRIPTION
 OC1240
 OC1240'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 OC1240'1.7 MI NW FROM TOPSHAM.
 OC1240'ABOUT 1.7 MILES NORTHWEST ALONG STATE HIGHWAY 196 FROM THE STATE
 OC1240'HIGHWAY 196 OVERPASS CROSSING I-95 (TOPSHAM-LISBON EXIT), AND ALSO
 OC1240'ABOUT 2.45 MILES NORTHWEST ALONG ROUTE 196 FROM THE TOPSHAM POST
 OC1240'OFFICE.  A DISK SET FLUSH WITH THE SURFACE OF A 2-FOOT EXPOSED LEDGE
 OC1240'OUTCROP, 58 FEET NORTHEAST OF AND ABOUT 7 FEET ABOVE THE CENTERLINE OF
 OC1240'ROUTE 196.
 OC1240
 OC1240                          STATION RECOVERY (2005)
 OC1240
 OC1240'RECOVERY NOTE BY US POWER SQUADRON 2005 (AHE)
 OC1240'THE DESCRIPTION SHOULD NOW STATE, HIGHWAY 196 OVERPASS AT I-295 (
 OC1240'TOPSHAM-LISBON EXIT). THE MARK IS 22 FT. NE OF POLE NET 61. THE
 OC1240'WITNESS POST IS 2 FT. TO THE LEFT BEHIND POLE 12-60
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1243 ***********************************************************************
 OC1243  DESIGNATION -  LN 7
 OC1243  PID         -  OC1243
 OC1243  STATE/COUNTY-  ME/SAGADAHOC
 OC1243  USGS QUAD   -  LISBON FALLS SOUTH (1979)
 OC1243
 OC1243                         *CURRENT SURVEY CONTROL
 OC1243  ___________________________________________________________________
 OC1243* NAD 83(1986)-  43 57 36.     (N)    070 00 24.     (W)     SCALED    
 OC1243* NAVD 88     -        61.226  (meters)     200.87   (feet)  ADJUSTED  
 OC1243  ___________________________________________________________________
 OC1243  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 OC1243  DYNAMIC HT  -          61.220 (meters)     200.85  (feet)  COMP
 OC1243  MODELED GRAV-     980,510.2   (mgal)                       NAVD 88
 OC1243
 OC1243  VERT ORDER  -  SECOND    CLASS I
 OC1243
 OC1243.The horizontal coordinates were scaled from a topographic map and have
 OC1243.an estimated accuracy of +/- 6 seconds.
 OC1243
 OC1243.The orthometric height was determined by differential leveling
 OC1243.and adjusted by the National Geodetic Survey in June 1991..
 OC1243
 OC1243.The geoid height was determined by GEOID03.
 OC1243
 OC1243.The dynamic height is computed by dividing the NAVD 88
 OC1243.geopotential number by the normal gravity value computed on the
 OC1243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1243.degrees latitude (g = 980.6199 gals.).
 OC1243
 OC1243.The modeled gravity was interpolated from observed gravity values.
 OC1243
 OC1243;                    North         East    Units  Estimated Accuracy
 OC1243;SPC ME W     -   125,180.      912,840.      MT  (+/- 180 meters Scaled)
 OC1243
 OC1243                          SUPERSEDED SURVEY CONTROL
 OC1243
 OC1243  NGVD 29 (??/??/92)   61.423  (m)          201.52   (f) ADJ UNCH    2 1
 OC1243
 OC1243.Superseded values are not recommended for survey control.
 OC1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1243.See file dsdata.txt to determine how the superseded data were derived.
 OC1243
 OC1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ192679(NAD 83)
 OC1243_MARKER: DD = SURVEY DISK
 OC1243_SETTING: 66 = SET IN ROCK OUTCROP
 OC1243_SP_SET: ROCK OUTCROP
 OC1243_STAMPING: LN 7 4-16-71
 OC1243_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC1243+STABILITY: POSITION/ELEVATION WELL
 OC1243
 OC1243  HISTORY     - Date     Condition        Report By
 OC1243  HISTORY     - 1971     MONUMENTED       MEDT
 OC1243  HISTORY     - 1975     GOOD             MEDT
 OC1243  HISTORY     - 20060524 MARK NOT FOUND   USPSQD
 OC1243
 OC1243                          STATION DESCRIPTION
 OC1243
 OC1243'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 OC1243'1.9 MI NW FROM TOPSHAM.
 OC1243'ABOUT 1.9 MILES NORTHWESTERLY ALONG STATE HIGHWAY 196 FROM THE STATE
 OC1243'HIGHWAY 196 OVERPASS CROSSING I-95 (TOPSHAM-LISBON EXIT), AND ALSO
 OC1243'ABOUT 2.7 MILES NORTHWESTERLY ALONG ROUTE 196 FROM THE TOPSHAM POST
 OC1243'OFFICE.  A DISK SET FLUSH IN A 4-FOOT LEDGE OUTCROP 2 FEET NORTHEAST
 OC1243'OF THE 1 FOOT VERTICAL LEDGE FACE, 29.5 FEET NORTHEAST OF AND 4 1/2
 OC1243'FEET ABOVE THE CENTERLINE OF STATE HIGHWAY 196.
 OC1243
 OC1243                          STATION RECOVERY (2006)
 OC1243
 OC1243'RECOVERY NOTE BY US POWER SQUADRON 2006 (AHE)
 OC1243'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1244 ***********************************************************************
 OC1244  DESIGNATION -  LN 9
 OC1244  PID         -  OC1244
 OC1244  STATE/COUNTY-  ME/SAGADAHOC
 OC1244  USGS QUAD   -  LISBON FALLS SOUTH (1979)
 OC1244
 OC1244                         *CURRENT SURVEY CONTROL
 OC1244  ___________________________________________________________________
 OC1244* NAD 83(1986)-  43 57 45.     (N)    070 00 55.     (W)     SCALED    
 OC1244* NAVD 88     -        57.699  (meters)     189.30   (feet)  ADJUSTED  
 OC1244  ___________________________________________________________________
 OC1244  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 OC1244  DYNAMIC HT  -          57.692 (meters)     189.28  (feet)  COMP
 OC1244  MODELED GRAV-     980,509.3   (mgal)                       NAVD 88
 OC1244
 OC1244  VERT ORDER  -  SECOND    CLASS I
 OC1244
 OC1244.The horizontal coordinates were scaled from a topographic map and have
 OC1244.an estimated accuracy of +/- 6 seconds.
 OC1244
 OC1244.The orthometric height was determined by differential leveling
 OC1244.and adjusted by the National Geodetic Survey in June 1991..
 OC1244
 OC1244.The geoid height was determined by GEOID03.
 OC1244
 OC1244.The dynamic height is computed by dividing the NAVD 88
 OC1244.geopotential number by the normal gravity value computed on the
 OC1244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1244.degrees latitude (g = 980.6199 gals.).
 OC1244
 OC1244.The modeled gravity was interpolated from observed gravity values.
 OC1244
 OC1244;                    North         East    Units  Estimated Accuracy
 OC1244;SPC ME W     -   125,460.      912,150.      MT  (+/- 180 meters Scaled)
 OC1244
 OC1244                          SUPERSEDED SURVEY CONTROL
 OC1244
 OC1244  NGVD 29 (??/??/92)   57.895  (m)          189.94   (f) ADJ UNCH    2 1
 OC1244
 OC1244.Superseded values are not recommended for survey control.
 OC1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1244.See file dsdata.txt to determine how the superseded data were derived.
 OC1244
 OC1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ185682(NAD 83)
 OC1244_MARKER: DD = SURVEY DISK
 OC1244_SETTING: 66 = SET IN ROCK OUTCROP
 OC1244_SP_SET: ROCK OUTCROP
 OC1244_STAMPING: LN 9 4-16-71
 OC1244_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC1244+STABILITY: POSITION/ELEVATION WELL
 OC1244
 OC1244  HISTORY     - Date     Condition        Report By
 OC1244  HISTORY     - 1971     MONUMENTED       MEDT
 OC1244  HISTORY     - 1975     GOOD             MEDT
 OC1244  HISTORY     - 20051001 GOOD             USPSQD
 OC1244
 OC1244                          STATION DESCRIPTION
 OC1244
 OC1244'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 OC1244'2.35 MI NW FROM TOPSHAM.
 OC1244'ABOUT 2.35 MILES NORTHWEST ALONG STATE HIGHWAY 196 FROM THE STATE
 OC1244'HIGHWAY 196 OVERPASS CROSSING I-95 (TOPSHAM-LISBON EXIT) TO THE
 OC1244'INTERSECTION OF ROUTE 196 AND THE OLD LEWISTON ROAD.  DISK IS SET
 OC1244'FLUSH WITH THE SURFACE OF AN EXPOSED LEDGE OUTCROP 50 FEET SOUTHWEST
 OC1244'OF AND 1 1/2 FEET ABOVE THE CENTERLINE OF ROUTE 196 AND 31 FEET
 OC1244'NORTHWESTERLY OF THE CENTERLINE OF THE OLD LEWISTON ROAD.
 OC1244
 OC1244                          STATION RECOVERY (2005)
 OC1244
 OC1244'RECOVERY NOTE BY US POWER SQUADRON 2005 (AHE)
 OC1244'THE DESCRIPTION SHOULD NOW READ, HIGHWAY 196 OVERPASS AT I-295 (
 OC1244'TOPSHAM-LISBON EXIT. OLD LEWISTON RD. IS NOW RIVER RD. THE
 OC1244'INTERSECTION WAS CHANGED SO THE MARK IS APPROX. 54 FT. WSW FROM THE
 OC1244'CENTERLINE OF HIGHWAY 196. IT IS 9 FT. WEST BY SOUTH FROM CMP POLE 101
 OC1244'NET 12-74.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ2711 ***********************************************************************
 AJ2711  CBN         -  This is a Cooperative Base Network Control Station.
 AJ2711  DESIGNATION -  LOBSTER
 AJ2711  PID         -  AJ2711
 AJ2711  STATE/COUNTY-  ME/KENNEBEC
 AJ2711  USGS QUAD   -  AUGUSTA (1991)
 AJ2711
 AJ2711                         *CURRENT SURVEY CONTROL
 AJ2711  ___________________________________________________________________
 AJ2711* NAD 83(1996)-  44 20 38.16023(N)    069 47 33.99947(W)     ADJUSTED  
 AJ2711* NAVD 88     -        75.9    (meters)     249.     (feet)  GPS OBS   
 AJ2711  ___________________________________________________________________
 AJ2711  X           -   1,578,167.370 (meters)                     COMP
 AJ2711  Y           -  -4,287,665.395 (meters)                     COMP
 AJ2711  Z           -   4,435,537.269 (meters)                     COMP
 AJ2711  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 AJ2711  ELLIP HEIGHT-          50.00  (meters)          (04/26/01) GPS OBS
 AJ2711  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 AJ2711
 AJ2711  HORZ ORDER  -  A
 AJ2711  ELLP ORDER  -  FOURTH    CLASS I
 AJ2711
 AJ2711.The horizontal coordinates were established by GPS observations
 AJ2711.and adjusted by the National Geodetic Survey in April 2001..
 AJ2711
 AJ2711.The orthometric height was determined by GPS observations and a
 AJ2711.high-resolution geoid model.
 AJ2711
 AJ2711.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2711
 AJ2711.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2711
 AJ2711.The ellipsoidal height was determined by GPS observations
 AJ2711.and is referenced to NAD 83.
 AJ2711
 AJ2711.The geoid height was determined by GEOID03.
 AJ2711
 AJ2711;                    North         East     Units Scale Factor Converg.
 AJ2711;SPC ME W     -   167,896.435   929,813.453   MT  0.99997759   +0 15 40.8
 AJ2711;UTM  19      - 4,910,379.503   436,808.025   MT  0.99964911   -0 33 14.9
 AJ2711
 AJ2711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2711!SPC ME W     -   0.99999216  x   0.99997759  =   0.99996975
 AJ2711!UTM  19      -   0.99999216  x   0.99964911  =   0.99964127
 AJ2711
 AJ2711                          SUPERSEDED SURVEY CONTROL
 AJ2711
 AJ2711.No superseded survey control is available for this station.
 AJ2711
 AJ2711_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK3680810380(NAD 83)
 AJ2711_MARKER: DD = SURVEY DISK
 AJ2711_SETTING: 66 = SET IN ROCK OUTCROP
 AJ2711_STAMPING: LOBSTER 1996
 AJ2711_MARK LOGO: MEDT  
 AJ2711_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2711_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ2711+STABILITY: POSITION/ELEVATION WELL
 AJ2711_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2711+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2000
 AJ2711
 AJ2711  HISTORY     - Date     Condition        Report By
 AJ2711  HISTORY     - 1996     MONUMENTED       MEDT
 AJ2711  HISTORY     - 20000720 GOOD             MEDT
 AJ2711
 AJ2711                          STATION DESCRIPTION
 AJ2711
 AJ2711'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 2000 (TL)
 AJ2711'THE STATION IS LOCATED IN AUGUSTA.  TO REACH FROM THE JUNCTION OF
 AJ2711'STATE HIGHWAYS 27 AND INTERSTATE HIGHWAY 95 IN AUGUSTA, GO SOUTH FOR
 AJ2711'0.2 MI (0.3 KM) ON HIGHWAY 27 TO THE STATION ON THE LEFT.  THE STATION
 AJ2711'IS SET IN A LARGE ROCK LEDGE.  LOCATED 45.3 FT (13.8 M) WEST-SOUTHWEST
 AJ2711'OF THE CENTER OF A CATCH BASIN, 47.1 FT (14.4 M) SOUTH OF A LIGHT
 AJ2711'POLE, 32.5 FT (9.9 M) NORTH-NORTHWEST OF A 3-INCH RED MAPLE TREE, 10.5
 AJ2711'FT (3.2 M) EAST OF FACE, 3.8 FT (1.2 M) NORTH OF TBM ROD, ABOUT 5 FT
 AJ2711'(1.5 M) ABOVE THE ENTRANCE TO MARKET PLACE AND 10 FT (3.0 M) ABOVE THE
 AJ2711'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1154 ***********************************************************************
 PD1154  DESIGNATION -  LOG RESET
 PD1154  PID         -  PD1154
 PD1154  STATE/COUNTY-  ME/WASHINGTON
 PD1154  USGS QUAD   -  HARRINGTON (1975)
 PD1154
 PD1154                         *CURRENT SURVEY CONTROL
 PD1154  ___________________________________________________________________
 PD1154* NAD 83(1996)-  44 30 04.83799(N)    067 48 24.76437(W)     ADJUSTED  
 PD1154* NAVD 88     -        34.     (meters)     112.     (feet)  SCALED    
 PD1154  ___________________________________________________________________
 PD1154  LAPLACE CORR-           5.02  (seconds)                    DEFLEC99
 PD1154  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 PD1154
 PD1154  HORZ ORDER  -  SECOND
 PD1154
 PD1154.The horizontal coordinates were established by classical geodetic methods
 PD1154.and adjusted by the National Geodetic Survey in March 1998..
 PD1154
 PD1154.The orthometric height was scaled from a topographic map.
 PD1154
 PD1154.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1154
 PD1154.The geoid height was determined by GEOID03.
 PD1154
 PD1154;                    North         East     Units Scale Factor Converg.
 PD1154;SPC ME E     -    92,968.634   355,116.857   MT  0.99993735   +0 29 09.0
 PD1154;UTM  19      - 4,928,250.710   594,848.388   MT  0.99971063   +0 50 10.9
 PD1154
 PD1154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD1154!SPC ME E     -   0.99999837  x   0.99993735  =   0.99993572
 PD1154!UTM  19      -   0.99999837  x   0.99971063  =   0.99970900
 PD1154
 PD1154:                Primary Azimuth Mark                     Grid Az
 PD1154:SPC ME E     -  NORTON ISLAND BEACON                     104 23 25.9
 PD1154:UTM  19      -  NORTON ISLAND BEACON                     104 02 24.0
 PD1154
 PD1154|---------------------------------------------------------------------|
 PD1154| PID    Reference Object                     Distance      Geod. Az  |
 PD1154|                                                           dddmmss.s |
 PD1154| PD1066 NORTON ISLAND BEACON                APPROX. 4.1 KM 1045234.9 |
 PD1154| PD1050 NASH ISLAND LIGHTHOUSE NEW          APPROX. 6.3 KM 1305919.5 |
 PD1154| PD1064 JORDANS DELIGHT LEDGE BEACON        APPROX. 8.5 KM 1842615.3 |
 PD1154| PD1062 NARRAGUAGUS LIGHTHOUSE              APPROX. 5.4 KM 2010226.4 |
 PD1154| PD1087 PETIT MANAN POINT WATCH TOWER       APPROX.10.2 KM 2230259.2 |
 PD1154| CE8083 LOG RM 2                             10.424 METERS 23631     |
 PD1154| PD1061 TRAFTON HALFTIDE LEDGE BEACON       APPROX. 2.3 KM 2633526.7 |
 PD1154| PD1164 MILLBRIDGE CHURCH 1 CONG            APPROX. 7.4 KM 3044314.4 |
 PD1154| CE8082 LOG RM 1                             12.140 METERS 34124     |
 PD1154|---------------------------------------------------------------------|
 PD1154
 PD1154                          SUPERSEDED SURVEY CONTROL
 PD1154
 PD1154  NAD 83(1992)-  44 30 04.83476(N)    067 48 24.76489(W) AD(       ) 2
 PD1154  NAD 83(1986)-  44 30 04.83127(N)    067 48 24.76850(W) AD(       ) 2
 PD1154  NAD 27      -  44 30 04.54700(N)    067 48 26.77200(W) AD(       ) 2
 PD1154
 PD1154.Superseded values are not recommended for survey control.
 PD1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1154.See file dsdata.txt to determine how the superseded data were derived.
 PD1154
 PD1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK9484828251(NAD 83)
 PD1154
 PD1154  HISTORY     - Date     Condition        Report By
 PD1154  HISTORY     - 1934     MONUMENTED       CGS
 PD1154  HISTORY     - 1913     SEE DESCRIPTION  CGS
 PD1154  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PD1154  HISTORY     - 1945     SEE DESCRIPTION  CGS
 PD1154
 PD1154                          STATION DESCRIPTION
 PD1154
 PD1154'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 PD1154'STATION IS ON A HIGH RIDGE NEAR THE E SIDE OF DYERS ISLAND.  THIS
 PD1154'ISLAND FORMS PART OF THE DIVIDING LINE BETWEEN NARRAGAUGUS AND
 PD1154'PLEASANT BAYS.  THE STATION IS ON THE HIGHEST POINT OF THE SUMMIT
 PD1154'LEDGE AND IS ABOUT 300 METERS W OF THE PLEASANT BAY SHORE AND
 PD1154'ABOUT 400 METERS NW OF WATTS COVE.  THE STATION IS MARKED BY A
 PD1154'DRILL HOLE SURROUNDED BY A TRIANGLE CUT IN THE ROCK AND COVERED BY
 PD1154'A CAIRN.
 PD1154
 PD1154                          STATION RECOVERY (1934)
 PD1154
 PD1154'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PD1154'STATION RECOVERED AS DESCRIBED.  IT IS ON THE HIGHEST POINT OF DYERS
 PD1154'ISLAND, WHICH IS THE LARGEST ISLAND BETWEEN NARRAGUAGUS BAY AND
 PD1154'PLEASANT BAY, AND IS ABOUT 4 MILES SE OF MILLBRIDGE.
 PD1154'
 PD1154'STATION WAS RE-MARKED AND 2 REFERENCE MARKS ESTABLISHED.  ALL
 PD1154'MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL HOLES IN
 PD1154'OUTCROPPING BEDROCK.
 PD1154'
 PD1154'REFERENCE MARK NO. 1 IS ON A HIGH FLAT LEDGE NW OF THE SUMMIT OF
 PD1154'THE KNOLL.
 PD1154'
 PD1154'REFERENCE MARK NO. 2 IS ON THE W SIDE OF THE KNOLL ABOUT 1.5 METERS
 PD1154'LOWER THAN THE SUMMIT.  BOTH ARE ON THE SAME KNOLL AS THE
 PD1154'STATION.  AT THE STATION THE KNOLL IS BARE ABOUT 2 METERS EACH WAY,
 PD1154'BUT THE KNOLL IS HEAVILY WOODED.
 PD1154'
 PD1154'THE STATION IS MOST EASILY REACHED FROM WATTS COVE IN PLEASANT
 PD1154'BAY.  FOLLOW FROM THE PEBBLE BEACH ABOUT 1/2 MILE NW ACROSS THE
 PD1154'RIDGE OF LEDGES TO THE HIGHEST POINT ON THE ISLAND, WHICH IS ABOUT
 PD1154'1/4 MILE NE OF ANOTHER POINT ALMOST AS HIGH.
 PD1154'
 PD1154'A 40-FOOT SIGNAL WAS ERECTED.
 PD1154
 PD1154                          STATION RECOVERY (1945)
 PD1154
 PD1154'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (FLP)
 PD1154'STATION AND REFERENCE MARKS RECOVERED IN GOOD
 PD1154'CONDITION.  DESCRIPTION IS ADEQUATE.  TOWER IS NO LONGER
 PD1154'STANDING.  DISTANCES TO REFERENCE MARKS MEASURED AND CHECKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1880 ***********************************************************************
 QF1880  DESIGNATION -  LOGS IBC
 QF1880  PID         -  QF1880
 QF1880  STATE/COUNTY-  ME/AROOSTOOK
 QF1880  USGS QUAD   -  ORIENT (1989)
 QF1880
 QF1880                         *CURRENT SURVEY CONTROL
 QF1880  ___________________________________________________________________
 QF1880* NAD 83(1996)-  45 49 10.42779(N)    067 46 24.49380(W)     ADJUSTED  
 QF1880* NAVD 88     -       133.     (meters)     436.     (feet)  SCALED    
 QF1880  ___________________________________________________________________
 QF1880  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 QF1880  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 QF1880
 QF1880  HORZ ORDER  -  THIRD
 QF1880
 QF1880.The horizontal coordinates were established by classical geodetic methods
 QF1880.and adjusted by the National Geodetic Survey in March 1998..
 QF1880
 QF1880.The orthometric height was scaled from a topographic map.
 QF1880
 QF1880.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1880
 QF1880.The geoid height was determined by GEOID03.
 QF1880
 QF1880;                    North         East     Units Scale Factor Converg.
 QF1880;SPC ME E     -   239,477.205   356,456.342   MT  0.99993917   +0 31 15.8
 QF1880;UTM  19      - 5,074,731.484   595,281.058   MT  0.99971161   +0 52 46.8
 QF1880
 QF1880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1880!SPC ME E     -   0.99998289  x   0.99993917  =   0.99992206
 QF1880!UTM  19      -   0.99998289  x   0.99971161  =   0.99969451
 QF1880
 QF1880|---------------------------------------------------------------------|
 QF1880| PID    Reference Object                     Distance      Geod. Az  |
 QF1880|                                                           dddmmss.s |
 QF1880| QF1876 ROUGH IBC                           237.912 METERS 09710     |
 QF1880| QF1947 REFERENCE MON 25 ECC                397.963 METERS 09939     |
 QF1880| QF1875 FLAT IBC                            305.883 METERS 10656     |
 QF1880| QF1879 DIFFICILE IBC                       114.384 METERS 10658     |
 QF1880| QF1948 CLEAR IBC                            39.063 METERS 17724     |
 QF1880| QF1882 REFERENCE MON 27 ECC                201.062 METERS 25346     |
 QF1880| QF1885 THOR IBC                            321.839 METERS 27058     |
 QF1880| QF1953 REFERENCE MON 26 ECC                195.594 METERS 27728     |
 QF1880|---------------------------------------------------------------------|
 QF1880
 QF1880                          SUPERSEDED SURVEY CONTROL
 QF1880
 QF1880  NAD 83(1992)-  45 49 10.42498(N)    067 46 24.49234(W) AD(       ) 3
 QF1880  NAD 83(1986)-  45 49 10.43010(N)    067 46 24.51272(W) AD(       ) 3
 QF1880  NAD 27      -  45 49 10.22028(N)    067 46 26.46971(W) AD(       ) 3
 QF1880
 QF1880.Superseded values are not recommended for survey control.
 QF1880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1880.See file dsdata.txt to determine how the superseded data were derived.
 QF1880
 QF1880_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9528174731(NAD 83)
 QF1880_MARKER: DD = SURVEY DISK
 QF1880_SETTING: 0 = UNSPECIFIED SETTING
 QF1880_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QF1880
 QF1880  HISTORY     - Date     Condition        Report By
 QF1880  HISTORY     - 1912     MONUMENTED       IBC
 QF1880  HISTORY     - 1946     SEE DESCRIPTION  IBC
 QF1880  HISTORY     - 1972     GOOD             IBC
 QF1880
 QF1880                          STATION DESCRIPTION
 QF1880
 QF1880'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (JEM)
 QF1880'ON THE N SHORE OF THE THOROUGHFARE, ABOUT MIDWAY BETWEEN NORTH AND
 QF1880'GRAND LAKES.  IT IS AT THE UPPER END OF A SMALL CLEARING WITH A
 QF1880'COTTAGE AT ITS LOWER END ABOUT 80 FEET DISTANT, ABOUT 8 FEET FROM THE
 QF1880'HIGH BANK, AND 4 FEET ABOVE HIGH WATER.
 QF1880'
 QF1880'THE SUBSURFACE MARK IS A 2 - OUNCE BOTTLE FILLED WITH SAND AND
 QF1880'PLACED 2-3/4 FEET BELOW THE SURFACE OF THE GROUND, WITH A FEW SCRAPS
 QF1880'OF OLD IRON OVER IT.  THE SURFACE MARK IS A BRONZE DISK
 QF1880'MARKED---U.S. AND C.B. SURVEY---SET AND CENTERED OVER THE SUBSURFACE
 QF1880'MARK IN THE TOP OF A GRANITE POST 8 INCHES SQUARE AND 3 FEET LONG.
 QF1880'THE LETTERS---U.S.C.B.---ARE CUT IN THE VERTICAL FACES OF THE POST,
 QF1880'ONE LETTER IN EACH FACE.
 QF1880
 QF1880                          STATION RECOVERY (1946)
 QF1880
 QF1880'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF1880'BRONZE DISK IS GONE, BUT THE MARKER OTHERWISE IS GOOD SHAPE.
 QF1880
 QF1880                          STATION RECOVERY (1972)
 QF1880
 QF1880'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1880'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2134 ***********************************************************************
 PE2134  DESIGNATION -  LONG COVE BROWN STACK
 PE2134  PID         -  PE2134
 PE2134  STATE/COUNTY-  ME/WALDO
 PE2134  USGS QUAD   -  SEARSPORT (1988)
 PE2134
 PE2134                         *CURRENT SURVEY CONTROL
 PE2134  ___________________________________________________________________
 PE2134* NAD 83(1996)-  44 27 56.77158(N)    068 52 46.86816(W)     ADJUSTED  
 PE2134* NAVD 88     -                                                        
 PE2134  ___________________________________________________________________
 PE2134  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 PE2134  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 PE2134
 PE2134  HORZ ORDER  -  THIRD
 PE2134
 PE2134.The horizontal coordinates were established by classical geodetic methods
 PE2134.and adjusted by the National Geodetic Survey in March 1998..
 PE2134
 PE2134
 PE2134.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2134
 PE2134.The geoid height was determined by GEOID03.
 PE2134
 PE2134;                    North         East     Units Scale Factor Converg.
 PE2134;SPC ME E     -    88,852.424   269,789.126   MT  0.99991122   -0 15 57.5
 PE2134;UTM  19      - 4,923,614.032   509,570.319   MT  0.99960113   +0 05 03.4
 PE2134
 PE2134                          SUPERSEDED SURVEY CONTROL
 PE2134
 PE2134  NAD 83(1992)-  44 27 56.77042(N)    068 52 46.84731(W) AD(       ) 4
 PE2134  NAD 83(1986)-  44 27 56.77160(N)    068 52 46.84793(W) AD(       ) 4
 PE2134  NAD 27      -  44 27 56.49500(N)    068 52 48.73900(W) AD(       ) 3
 PE2134
 PE2134.Superseded values are not recommended for survey control.
 PE2134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2134.See file dsdata.txt to determine how the superseded data were derived.
 PE2134
 PE2134_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK0957023614(NAD 83)
 PE2134
 PE2134  HISTORY     - Date     Condition        Report By
 PE2134  HISTORY     - 1934     MONUMENTED       CGS
 PE2134  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE2134
 PE2134                          STATION DESCRIPTION
 PE2134
 PE2134'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2134'THIS IS THE CENTER OF THE TALL YELLOW BRICK SMOKE STACK ON THE
 PE2134'PENINSULA BETWEEN LONG COVE AND STOCKTON HARBOR.
 PE2134
 PE2134                          STATION RECOVERY (1944)
 PE2134
 PE2134'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE2134'STATION IS LOST.  STACK HAS BEEN TORN DOWN TO MAKE ROOM FOR
 PE2134'EXPANSION OF FERTILIZER PLANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0388 ***********************************************************************
 OB0388  DESIGNATION -  LONG COVE EAST ENTRANCE
 OB0388  PID         -  OB0388
 OB0388  STATE/COUNTY-  ME/LINCOLN
 OB0388  USGS QUAD   -  LOUDS ISLAND (1979)
 OB0388
 OB0388                         *CURRENT SURVEY CONTROL
 OB0388  ___________________________________________________________________
 OB0388* NAD 83(1996)-  43 53 10.79422(N)    069 28 27.77405(W)     ADJUSTED  
 OB0388* NAVD 88     -                                                        
 OB0388  ___________________________________________________________________
 OB0388  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 OB0388  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 OB0388
 OB0388  HORZ ORDER  -  THIRD
 OB0388
 OB0388.The horizontal coordinates were established by classical geodetic methods
 OB0388.and adjusted by the National Geodetic Survey in March 1998..
 OB0388
 OB0388
 OB0388.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0388
 OB0388.The geoid height was determined by GEOID03.
 OB0388
 OB0388;                    North         East     Units Scale Factor Converg.
 OB0388;SPC ME W     -   117,216.945   955,629.641   MT  1.00000471   +0 28 47.7
 OB0388;SPC ME E     -    24,865.605   221,707.183   MT  0.99997537   -0 40 31.8
 OB0388;UTM  19      - 4,859,357.439   461,894.317   MT  0.99961786   -0 19 43.9
 OB0388
 OB0388                          SUPERSEDED SURVEY CONTROL
 OB0388
 OB0388  NAD 83(1992)-  43 53 10.79431(N)    069 28 27.76455(W) AD(       ) 4
 OB0388  NAD 83(1986)-  43 53 10.79939(N)    069 28 27.77068(W) AD(       ) 4
 OB0388  NAD 27      -  43 53 10.50000(N)    069 28 29.60000(W) AD(       ) 3
 OB0388
 OB0388.Superseded values are not recommended for survey control.
 OB0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0388.See file dsdata.txt to determine how the superseded data were derived.
 OB0388
 OB0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ6189459357(NAD 83)
 OB0388
 OB0388  HISTORY     - Date     Condition        Report By
 OB0388  HISTORY     - UNK      MONUMENTED
 OB0388  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0388  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OB0388
 OB0388                          STATION DESCRIPTION
 OB0388
 OB0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0388'THE STATION IS LOST.  THE 1866 DIRECTIONS AT STATION DAVIS 1859
 OB0388'CALL THIS STATION--LONG COVE, EAST ENTRANCE, FLAG, IN TREE.  ALSO
 OB0388'AT STATION BROWNS HEAD, THIS STATION IS CALLED--LONG COVE, FLAG IN
 OB0388'TREE.
 OB0388
 OB0388                          STATION RECOVERY (1943)
 OB0388
 OB0388'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 OB0388'NOT RECOVERED.  A SEARCH WAS MADE BUT NO MARK OR TREE THAT MAY
 OB0388'HAVE BEEN STANDING IN 1866 WAS FOUND.  PLANE-TABLE AND AIR
 OB0388'COMPILATION METHODS MIGHT LOCATE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2133 ***********************************************************************
 PE2133  DESIGNATION -  LONG COVE YELLOW TANK
 PE2133  PID         -  PE2133
 PE2133  STATE/COUNTY-  ME/WALDO
 PE2133  USGS QUAD   -  SEARSPORT (1988)
 PE2133
 PE2133                         *CURRENT SURVEY CONTROL
 PE2133  ___________________________________________________________________
 PE2133* NAD 83(1996)-  44 27 31.46443(N)    068 53 56.56544(W)     ADJUSTED  
 PE2133* NAVD 88     -                                                        
 PE2133  ___________________________________________________________________
 PE2133  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 PE2133  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 PE2133
 PE2133  HORZ ORDER  -  THIRD
 PE2133
 PE2133.The horizontal coordinates were established by classical geodetic methods
 PE2133.and adjusted by the National Geodetic Survey in March 1998..
 PE2133
 PE2133
 PE2133.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2133
 PE2133.The geoid height was determined by GEOID03.
 PE2133
 PE2133;                    North         East     Units Scale Factor Converg.
 PE2133;SPC ME E     -    88,078.678   268,244.847   MT  0.99991240   -0 16 46.2
 PE2133;UTM  19      - 4,922,831.105   508,031.277   MT  0.99960079   +0 04 14.5
 PE2133
 PE2133                          SUPERSEDED SURVEY CONTROL
 PE2133
 PE2133  NAD 83(1992)-  44 27 31.46375(N)    068 53 56.54440(W) AD(       ) 4
 PE2133  NAD 83(1986)-  44 27 31.46540(N)    068 53 56.54504(W) AD(       ) 4
 PE2133  NAD 27      -  44 27 31.18900(N)    068 53 58.42900(W) AD(       ) 3
 PE2133
 PE2133.Superseded values are not recommended for survey control.
 PE2133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2133.See file dsdata.txt to determine how the superseded data were derived.
 PE2133
 PE2133_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK0803122831(NAD 83)
 PE2133
 PE2133  HISTORY     - Date     Condition        Report By
 PE2133  HISTORY     - UNK      MONUMENTED
 PE2133  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2133  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE2133  HISTORY     - 1957     SEE DESCRIPTION  CGS
 PE2133
 PE2133                          STATION DESCRIPTION
 PE2133
 PE2133'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2133'STATION RECOVERED.  THE TANK IS STILL STANDING ON THE W SIDE OF
 PE2133'LONG COVE ABOUT 1/2 MILE N OF MACK POINT.  IT IS NOW PAINTED
 PE2133'BLACK WITH A RED SUPPORTING STRUCTURE.
 PE2133
 PE2133                          STATION RECOVERY (1944)
 PE2133
 PE2133'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE2133'THE FRAMEWORK UNDER THE TANK IS THE ORIGINAL FRAMEWORK.  THE
 PE2133'WOODEN TANK WAS BUILT IN 1936 OR 1937.  ACCORDING TO MR. L. MC LANE,
 PE2133'WHO CONSTRUCTED THE NEW TANK, THE CENTER POLE (FINIAL)
 PE2133'ON TOP MIGHT BE OFF THE ORIGINAL POSITION AS MUCH AS 3
 PE2133'INCHES.  TANK IS NOW DARK GREEN AND HAS A WEATHER VANE ON TOP OF
 PE2133'THE FINIAL ON TOP OF THE TANK.
 PE2133
 PE2133                          STATION RECOVERY (1957)
 PE2133
 PE2133'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 PE2133'THE TANK WAS DISMANTLED IN 1956.  THE FRAMEWORK UNDER THE TANK
 PE2133'IS IN THE PROCESS OF BEING TORN DOWN.  THE STATION SHOULD BE
 PE2133'CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2398 ***********************************************************************
 PE2398  DESIGNATION -  LONG HOUSE CENTER CHIMNEY
 PE2398  PID         -  PE2398
 PE2398  STATE/COUNTY-  ME/LINCOLN
 PE2398  USGS QUAD   -  WALDOBORO WEST (1988)
 PE2398
 PE2398                         *CURRENT SURVEY CONTROL
 PE2398  ___________________________________________________________________
 PE2398* NAD 83(1996)-  44 02 40.92222(N)    069 23 42.11688(W)     ADJUSTED  
 PE2398* NAVD 88     -                                                        
 PE2398  ___________________________________________________________________
 PE2398  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 PE2398  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 PE2398
 PE2398  HORZ ORDER  -  THIRD
 PE2398
 PE2398.The horizontal coordinates were established by classical geodetic methods
 PE2398.and adjusted by the National Geodetic Survey in March 1998..
 PE2398
 PE2398
 PE2398.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2398
 PE2398.The geoid height was determined by GEOID03.
 PE2398
 PE2398;                    North         East     Units Scale Factor Converg.
 PE2398;SPC ME W     -   134,869.507   961,841.361   MT  1.00001368   +0 32 11.3
 PE2398;SPC ME E     -    42,388.431   228,273.843   MT  0.99996325   -0 37 20.2
 PE2398;UTM  19      - 4,876,913.508   468,352.403   MT  0.99961232   -0 16 28.7
 PE2398
 PE2398                          SUPERSEDED SURVEY CONTROL
 PE2398
 PE2398  NAD 83(1992)-  44 02 40.92837(N)    069 23 42.10396(W) AD(       ) 4
 PE2398  NAD 83(1986)-  44 02 40.93276(N)    069 23 42.10990(W) AD(       ) 4
 PE2398  NAD 27      -  44 02 40.61000(N)    069 23 43.90000(W) AD(       ) 3
 PE2398
 PE2398.Superseded values are not recommended for survey control.
 PE2398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2398.See file dsdata.txt to determine how the superseded data were derived.
 PE2398
 PE2398_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ6835276914(NAD 83)
 PE2398
 PE2398  HISTORY     - Date     Condition        Report By
 PE2398  HISTORY     - UNK      MONUMENTED
 PE2398  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2398  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2398
 PE2398                          STATION DESCRIPTION
 PE2398
 PE2398'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2398'THIS STATION IS LOST.
 PE2398
 PE2398                          STATION RECOVERY (1943)
 PE2398
 PE2398'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2398'STATION IS LOST.  ACCORDING TO INFORMATION FROM OWNER OF PRESENT
 PE2398'HOUSE, THE LONG HOUSE WAS TORN DOWN AND THE PRESENT ONE WAS BUILT
 PE2398'WITH TWO CHIMNEYS, NEITHER OF WHICH IS ON THE SAME LOCATION AS
 PE2398'THE OLD ONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0192 ***********************************************************************
 OC0192  DESIGNATION -  LONG ID 166
 OC0192  PID         -  OC0192
 OC0192  STATE/COUNTY-  ME/CUMBERLAND
 OC0192  USGS QUAD   -  PORTLAND EAST (1975)
 OC0192
 OC0192                         *CURRENT SURVEY CONTROL
 OC0192  ___________________________________________________________________
 OC0192* NAD 83(1996)-  43 41 09.59925(N)    070 09 23.19896(W)     ADJUSTED  
 OC0192* LOCAL TIDAL -        26.908  (meters)      88.28   (feet)  ADJ UNCH  
 OC0192  ___________________________________________________________________
 OC0192  LAPLACE CORR-           3.44  (seconds)                    DEFLEC99
 OC0192  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 OC0192
 OC0192  HORZ ORDER  -  THIRD
 OC0192  VERT ORDER  -  SECOND    CLASS 0
 OC0192
 OC0192.The horizontal coordinates were established by classical geodetic methods
 OC0192.and adjusted by the National Geodetic Survey in March 1998..
 OC0192
 OC0192.The orthometric height was key entered from printed documents
 OC0192.and not key verified.
 OC0192
 OC0192.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC0192
 OC0192.The geoid height was determined by GEOID03.
 OC0192
 OC0192;                    North         East     Units Scale Factor Converg.
 OC0192;SPC ME W     -    94,726.259   900,824.193   MT  0.99996668   +0 00 25.4
 OC0192;UTM  19      - 4,837,648.222   406,795.240   MT  0.99970685   -0 47 55.8
 OC0192
 OC0192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC0192!SPC ME W     -   0.99999986  x   0.99996668  =   0.99996654
 OC0192!UTM  19      -   0.99999986  x   0.99970685  =   0.99970671
 OC0192
 OC0192|---------------------------------------------------------------------|
 OC0192| PID    Reference Object                     Distance      Geod. Az  |
 OC0192|                                                           dddmmss.s |
 OC0192| CE8288 LONG ISLAND 166 RM 1                  3.768 METERS 07655     |
 OC0192| OC1518 GREEN ISLAND                        APPROX. 4.8 KM 1470726.0 |
 OC0192| CE8289 LONG ISLAND 166 RM 2                  6.622 METERS 22843     |
 OC0192| OC1682 LONG ISLAND FCT 1943                 56.292 METERS 32614     |
 OC0192|---------------------------------------------------------------------|
 OC0192
 OC0192                          SUPERSEDED SURVEY CONTROL
 OC0192
 OC0192  NAD 83(1992)-  43 41 09.59739(N)    070 09 23.19955(W) AD(       ) 3
 OC0192  NAD 83(1986)-  43 41 09.60346(N)    070 09 23.20500(W) AD(       ) 3
 OC0192  NAD 27      -  43 41 09.30800(N)    070 09 25.03500(W) AD(       ) 3
 OC0192
 OC0192.Superseded values are not recommended for survey control.
 OC0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0192.See file dsdata.txt to determine how the superseded data were derived.
 OC0192
 OC0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0679537648(NAD 83)
 OC0192_MARKER: DB = BENCH MARK DISK
 OC0192_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC0192_SP_SET: CONCRETE ROOF
 OC0192_STAMPING: LONG ID 166 1941
 OC0192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC0192
 OC0192  HISTORY     - Date     Condition        Report By
 OC0192  HISTORY     - 1941     MONUMENTED       CGS
 OC0192  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OC0192  HISTORY     - 1943     GOOD             NGS
 OC0192
 OC0192                          STATION DESCRIPTION
 OC0192
 OC0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC0192'STATION IS LOCATED ON THE ARMY RESERVATION ON LONG ISLAND,
 OC0192'ABOUT 2 MI. E OF PORTLAND, ON THE CENTRAL PART OF THE CONCRETE
 OC0192'ROOF HOUSING THE SEARCHLIGHT, WHICH IS DIRECTLY IN FRONT OF THE
 OC0192'CONTROL STATION.  IT IS A U.S.E. STANDARD DISK, STAMPED LONG ID
 OC0192'166 AND SET IN THE CONCRETE ROOF.
 OC0192'
 OC0192'REFERENCE MARK 1 IS A STANDARD DISK, SET IN THE OFF-SHORE
 OC0192'RETAINING WALL.  IT IS E OF THE STATION, AND ON THE SAME ELEVATION.
 OC0192'
 OC0192'REFERENCE MARK 2 IS A STANDARD DISK, SET IN THE ON-SHORE
 OC0192'RETAINING WALL OF THE ABOVE BUILDING.  IT IS W-SW OF THE
 OC0192'STATION, AND ON THE SAME ELEVATION.
 OC0192'
 OC0192'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 OC0192
 OC0192                          STATION RECOVERY (1943)
 OC0192
 OC0192'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 OC0192'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED
 OC0192'AND FOUND TO BE IN GOOD CONDITION.  DESCRIPTION BY P.L.B. IN
 OC0192'1941 WAS FOUND TO BE CORRECT AND ADEQUATE.
 OC0192
 OC0192                          STATION RECOVERY (1943)
 OC0192
 OC0192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 OC0192'0.9 MI NE FROM LONG ISLAND.
 OC0192'0.4 MILE SOUTHEAST ALONG A DIRT ROAD FROM THE POST OFFICE AT
 OC0192'LONG ISLAND, CUMBERLAND COUNTY, THENCE 0.5 MILE NORTHEAST ALONG
 OC0192'ANOTHER DIRT ROAD, ON THE EAST SIDE OF THE ISLAND, 250 FEET
 OC0192'SOUTHEAST OF THE ROAD, AT A CONCRETE BUILDING HOUSING A
 OC0192'SEARCHLIGHT, IN THE CONCRETE ROOF, 10.6 FEET SOUTH OF THE NORTH
 OC0192'CORNER OF THE BUILDING, AND ABOUT 4 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0194 ***********************************************************************
 OC0194  DESIGNATION -  LONG ID 166 RM 1
 OC0194  PID         -  OC0194
 OC0194  STATE/COUNTY-  ME/CUMBERLAND
 OC0194  USGS QUAD   -  PORTLAND EAST (1975)
 OC0194
 OC0194                         *CURRENT SURVEY CONTROL
 OC0194  ___________________________________________________________________
 OC0194* NAD 83(1986)-  43 41 10.     (N)    070 09 23.     (W)     SCALED    
 OC0194* LOCAL TIDAL -        26.826  (meters)      88.01   (feet)  ADJ UNCH  
 OC0194  ___________________________________________________________________
 OC0194  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 OC0194
 OC0194  VERT ORDER  -  SECOND    CLASS 0
 OC0194
 OC0194.The horizontal coordinates were scaled from a topographic map and have
 OC0194.an estimated accuracy of +/- 6 seconds.
 OC0194
 OC0194.The orthometric height was key entered from printed documents
 OC0194.and not key verified.
 OC0194
 OC0194.The geoid height was determined by GEOID03.
 OC0194
 OC0194;                    North         East    Units  Estimated Accuracy
 OC0194;SPC ME W     -    94,740.      900,830.      MT  (+/- 180 meters Scaled)
 OC0194
 OC0194                          SUPERSEDED SURVEY CONTROL
 OC0194
 OC0194.No superseded survey control is available for this station.
 OC0194
 OC0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ068376(NAD 83)
 OC0194_MARKER: DR = REFERENCE MARK DISK
 OC0194_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC0194_SP_SET: BUILDING
 OC0194_STAMPING: LONG ID 166 NO 1 1941
 OC0194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC0194
 OC0194  HISTORY     - Date     Condition        Report By
 OC0194  HISTORY     - 1941     MONUMENTED       CGS
 OC0194  HISTORY     - 1943     GOOD             NGS
 OC0194
 OC0194                          STATION DESCRIPTION
 OC0194
 OC0194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 OC0194'0.9 MI NE FROM LONG ISLAND.
 OC0194'12.6 FEET EAST OF TRIANGULATION STATION LONG ID. 166 DESCRIBED
 OC0194'ABOVE, 250 FEET SOUTHEAST OF THE ROAD, AT A CONCRETE BUILDING
 OC0194'HOUSING A SEARCHLIGHT, IN THE EAST WING WALL, 1.2 FEET EAST OF
 OC0194'THE EAST CORNER OF THE BUILDING, AND ABOUT 5 FEET ABOVE THE
 OC0194'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0193 ***********************************************************************
 OC0193  DESIGNATION -  LONG ID 166 RM 2
 OC0193  PID         -  OC0193
 OC0193  STATE/COUNTY-  ME/CUMBERLAND
 OC0193  USGS QUAD   -  PORTLAND EAST (1975)
 OC0193
 OC0193                         *CURRENT SURVEY CONTROL
 OC0193  ___________________________________________________________________
 OC0193* NAD 83(1986)-  43 41 10.     (N)    070 09 23.     (W)     SCALED    
 OC0193* LOCAL TIDAL -        27.002  (meters)      88.59   (feet)  ADJ UNCH  
 OC0193  ___________________________________________________________________
 OC0193  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 OC0193
 OC0193  VERT ORDER  -  SECOND    CLASS 0
 OC0193
 OC0193.The horizontal coordinates were scaled from a topographic map and have
 OC0193.an estimated accuracy of +/- 6 seconds.
 OC0193
 OC0193.The orthometric height was key entered from printed documents
 OC0193.and not key verified.
 OC0193
 OC0193.The geoid height was determined by GEOID03.
 OC0193
 OC0193;                    North         East    Units  Estimated Accuracy
 OC0193;SPC ME W     -    94,740.      900,830.      MT  (+/- 180 meters Scaled)
 OC0193
 OC0193                          SUPERSEDED SURVEY CONTROL
 OC0193
 OC0193.No superseded survey control is available for this station.
 OC0193
 OC0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ068376(NAD 83)
 OC0193_MARKER: DR = REFERENCE MARK DISK
 OC0193_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC0193_SP_SET: ROOF CURB
 OC0193_STAMPING: LONG ID 166 NO 2 1941
 OC0193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC0193
 OC0193  HISTORY     - Date     Condition        Report By
 OC0193  HISTORY     - 1941     MONUMENTED       CGS
 OC0193  HISTORY     - 1943     GOOD             NGS
 OC0193
 OC0193                          STATION DESCRIPTION
 OC0193
 OC0193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 OC0193'0.9 MI NE FROM LONG ISLAND.
 OC0193'20.6 FEET WEST OF TRIANGULATION STATION LONG ID. 166 DESCRIBED
 OC0193'ABOVE, 250 FEET SOUTHEAST OF THE ROAD, AT A BUILDING HOUSING A
 OC0193'SEARCHLIGHT, ON THE TOP OF THE CONCRETE CURB AROUND THE ROOF, 3.1
 OC0193'FEET EAST OF THE WEST CORNER OF THE BUILDING, AND ABOUT 5 FEET
 OC0193'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1678 ***********************************************************************
 OC1678  DESIGNATION -  LONG IS 1852
 OC1678  PID         -  OC1678
 OC1678  STATE/COUNTY-  ME/CUMBERLAND
 OC1678  USGS QUAD   -  PORTLAND EAST (1975)
 OC1678
 OC1678                         *CURRENT SURVEY CONTROL
 OC1678  ___________________________________________________________________
 OC1678* NAD 83(1996)-  43 42 00.39127(N)    070 08 31.85084(W)     ADJUSTED  
 OC1678* NAVD 88     -        34.     (meters)     112.     (feet)  SCALED    
 OC1678  ___________________________________________________________________
 OC1678  LAPLACE CORR-           3.57  (seconds)                    DEFLEC99
 OC1678  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 OC1678
 OC1678  HORZ ORDER  -  THIRD
 OC1678
 OC1678.The horizontal coordinates were established by classical geodetic methods
 OC1678.and adjusted by the National Geodetic Survey in March 1998..
 OC1678
 OC1678.The orthometric height was scaled from a topographic map.
 OC1678
 OC1678.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1678
 OC1678.The geoid height was determined by GEOID03.
 OC1678
 OC1678;                    North         East     Units Scale Factor Converg.
 OC1678;SPC ME W     -    96,294.034   901,973.718   MT  0.99996671   +0 01 00.9
 OC1678;UTM  19      - 4,839,199.267   407,966.399   MT  0.99970418   -0 47 21.0
 OC1678
 OC1678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1678!SPC ME W     -   0.99999878  x   0.99996671  =   0.99996549
 OC1678!UTM  19      -   0.99999878  x   0.99970418  =   0.99970296
 OC1678
 OC1678:                Primary Azimuth Mark                     Grid Az
 OC1678:SPC ME W     -  GREEN ISLAND                             165 14 00.0
 OC1678:UTM  19      -  GREEN ISLAND                             166 02 21.9
 OC1678
 OC1678|---------------------------------------------------------------------|
 OC1678| PID    Reference Object                     Distance      Geod. Az  |
 OC1678|                                                           dddmmss.s |
 OC1678| OC1519 GREEN ISLAND                        APPROX. 5.8 KM 1651500.9 |
 OC1678| OC1684 BRUNSWICK SCHOOLHOUSE               APPROX. 1.9 KM 2175342.8 |
 OC1678|---------------------------------------------------------------------|
 OC1678
 OC1678                          SUPERSEDED SURVEY CONTROL
 OC1678
 OC1678  NAD 83(1992)-  43 42 00.38944(N)    070 08 31.85137(W) AD(       ) 3
 OC1678  NAD 83(1986)-  43 42 00.39546(N)    070 08 31.85676(W) AD(       ) 3
 OC1678  NAD 27      -  43 42 00.09300(N)    070 08 33.68700(W) AD(       ) 3
 OC1678
 OC1678.Superseded values are not recommended for survey control.
 OC1678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1678.See file dsdata.txt to determine how the superseded data were derived.
 OC1678
 OC1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0796639199(NAD 83)
 OC1678
 OC1678  HISTORY     - Date     Condition        Report By
 OC1678  HISTORY     - 1852     MONUMENTED       COASUR
 OC1678  HISTORY     - 1911     SEE DESCRIPTION  CGS
 OC1678
 OC1678                          STATION DESCRIPTION
 OC1678
 OC1678'DESCRIBED BY COAST AND GEODETIC SURVEY 1911
 OC1678'STATION IS ON A HILL IN THE NE PART OF LONG ISLAND, CASCO BAY,
 OC1678'ABOUT MIDWAY BETWEEN THE EASTERN AND WESTERN SHORES AND ABOUT
 OC1678'1/2 MILE FROM THE NORTHERN END.  IT IS THE HIGHEST HILL ON THE
 OC1678'ISLAND AND THE STATION IS ON THE SUMMIT AND IS MARKED BY A COPPER
 OC1678'BOLT SET IN THE HOLE IN A ROCK.  ALTHOUGH THE BOLT WAS NOT
 OC1678'FOUND IN 1911, THERE IS NO REASON TO SUPPOSE THAT THE STATION
 OC1678'IS PERMANENTLY LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0344 ***********************************************************************
 OB0344  DESIGNATION -  LONG ISLAND
 OB0344  PID         -  OB0344
 OB0344  STATE/COUNTY-  ME/KNOX
 OB0344  USGS QUAD   -  FRIENDSHIP (1973)
 OB0344
 OB0344                         *CURRENT SURVEY CONTROL
 OB0344  ___________________________________________________________________
 OB0344* NAD 83(1996)-  43 57 43.68308(N)    069 20 24.12433(W)     ADJUSTED  
 OB0344* NAVD 88     -        30.     (meters)      98.     (feet)  SCALED    
 OB0344  ___________________________________________________________________
 OB0344  LAPLACE CORR-           2.19  (seconds)                    DEFLEC99
 OB0344  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 OB0344
 OB0344  HORZ ORDER  -  THIRD
 OB0344
 OB0344.The horizontal coordinates were established by classical geodetic methods
 OB0344.and adjusted by the National Geodetic Survey in March 1998..
 OB0344
 OB0344.The orthometric height was scaled from a topographic map.
 OB0344
 OB0344.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0344
 OB0344.The geoid height was determined by GEOID03.
 OB0344
 OB0344;                    North         East     Units Scale Factor Converg.
 OB0344;SPC ME E     -    33,168.767   232,587.842   MT  0.99995587   -0 34 59.4
 OB0344;SPC ME W     -   125,738.374   966,341.044   MT  1.00002078   +0 34 25.9
 OB0344;UTM  19      - 4,867,723.375   472,720.695   MT  0.99960915   -0 14 09.8
 OB0344
 OB0344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0344!SPC ME E     -   0.99999931  x   0.99995587  =   0.99995518
 OB0344!SPC ME W     -   0.99999931  x   1.00002078  =   1.00002009
 OB0344!UTM  19      -   0.99999931  x   0.99960915  =   0.99960846
 OB0344
 OB0344:                Primary Azimuth Mark                     Grid Az
 OB0344:SPC ME E     -  WHITE HOUSE CUPOLA                       009 48 13.8
 OB0344:SPC ME W     -  WHITE HOUSE CUPOLA                       008 38 48.5
 OB0344:UTM  19      -  WHITE HOUSE CUPOLA                       009 27 24.2
 OB0344
 OB0344|---------------------------------------------------------------------|
 OB0344| PID    Reference Object                     Distance      Geod. Az  |
 OB0344|                                                           dddmmss.s |
 OB0344| OB0331 WHITE HOUSE CUPOLA                  APPROX. 2.2 KM 0091314.4 |
 OB0344| OB0346 ONE STORY WHITE HOUSE CHIM          APPROX. 1.7 KM 0165955.5 |
 OB0344| OB0350 HATCHET COVE N OF RED HSE CHIM      APPROX. 2.6 KM 0320856.4 |
 OB0344| OB0349 MEDUMCOOK HILL                      APPROX. 2.0 KM 0422118.1 |
 OB0344| OB0328 TURKEY CHURCH                       APPROX. 7.9 KM 1030015.4 |
 OB0344| OB0352 BURTONS ISLAND RED HOUSE CHIM       APPROX. 2.7 KM 1265253.4 |
 OB0344| OB0345 LONG ISLAND RED HOUSE CHIMNEY       APPROX. 0.7 KM 1643906.7 |
 OB0344| OB0330 WHITE HOUSE CHIMNEY                 APPROX. 0.8 KM 1865437.3 |
 OB0344| OB0340 NORTHWEST PT WHITE HOUSE CHIM       416.626 METERS 2690949.0 |
 OB0344| OB0336 HATCHET COVE W SHORE HSE CHIM       APPROX. 2.4 KM 3265223.0 |
 OB0344| OB0343 BRICK HOUSE EAST CHIMNEY            APPROX. 1.2 KM 3562845.2 |
 OB0344|---------------------------------------------------------------------|
 OB0344
 OB0344                          SUPERSEDED SURVEY CONTROL
 OB0344
 OB0344  NAD 83(1992)-  43 57 43.68627(N)    069 20 24.10933(W) AD(       ) 3
 OB0344  NAD 83(1986)-  43 57 43.69088(N)    069 20 24.11575(W) AD(       ) 3
 OB0344  NAD 27      -  43 57 43.41000(N)    069 20 25.89000(W) AD(       ) 3
 OB0344
 OB0344.Superseded values are not recommended for survey control.
 OB0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0344.See file dsdata.txt to determine how the superseded data were derived.
 OB0344
 OB0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ7272167723(NAD 83)
 OB0344
 OB0344  HISTORY     - Date     Condition        Report By
 OB0344  HISTORY     - UNK      MONUMENTED
 OB0344  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OB0344
 OB0344                          STATION DESCRIPTION
 OB0344
 OB0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FLP)
 OB0344'STATION NOT IDENTIFIED.  A RAGGED HOLE IN A LEDGE, WHICH APPEARED
 OB0344'TO BE AN OLD DRILL HOLE, WAS FOUND IN A CREVICE 0.3 METER NE FROM
 OB0344'TOP EDGE OF LEDGE.  IT IS 26.0 METERS SE OF A 20-FOOT SPRUCE TREE
 OB0344'ALONG STONE FENCE LINE, 41.2 METERS SW OF A 35-FOOT SPRUCE TREE
 OB0344'JUST S OF 40-FOOT SPRUCE TREE, AND 27.0 METERS NW OF THE NE TIP
 OB0344'OF BRUSH.  LOCATION SHOULD BE VERIFIED BY AIR COMPILATION
 OB0344'OFFICE.  NOTE--NOT VERIFIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0639 ***********************************************************************
 PD0639  DESIGNATION -  LONG ISLAND
 PD0639  PID         -  PD0639
 PD0639  STATE/COUNTY-  ME/WASHINGTON
 PD0639  USGS QUAD   -  WEST LUBEC (1975)
 PD0639
 PD0639                         *CURRENT SURVEY CONTROL
 PD0639  ___________________________________________________________________
 PD0639* NAD 83(1996)-  44 51 16.75092(N)    067 02 38.83218(W)     ADJUSTED  
 PD0639* NAVD 88     -         3.5    (meters)      11.     (feet)  VERTCON   
 PD0639  ___________________________________________________________________
 PD0639  LAPLACE CORR-           3.21  (seconds)                    DEFLEC99
 PD0639  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 PD0639
 PD0639  HORZ ORDER  -  THIRD
 PD0639
 PD0639.The horizontal coordinates were established by classical geodetic methods
 PD0639.and adjusted by the National Geodetic Survey in March 1998..
 PD0639
 PD0639.The NAVD 88 height was computed by applying the VERTCON shift value to
 PD0639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PD0639
 PD0639.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0639
 PD0639.The geoid height was determined by GEOID03.
 PD0639
 PD0639;                    North         East     Units Scale Factor Converg.
 PD0639;SPC ME E     -   133,023.923   415,069.952   MT  1.00006277   +1 01 37.1
 PD0639;UTM  19      - 4,968,665.218   654,542.696   MT  0.99989369   +1 22 47.2
 PD0639
 PD0639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0639!SPC ME E     -   1.00000297  x   1.00006277  =   1.00006574
 PD0639!UTM  19      -   1.00000297  x   0.99989369  =   0.99989666
 PD0639
 PD0639                          SUPERSEDED SURVEY CONTROL
 PD0639
 PD0639  NAD 83(1992)-  44 51 16.74107(N)    067 02 38.83408(W) AD(       ) 3
 PD0639  NAD 83(1986)-  44 51 16.73882(N)    067 02 38.83291(W) AD(       ) 3
 PD0639  NGVD 29 (09/20/87)    3.7    (m)           12.     (f) VERT ANG       
 PD0639
 PD0639.Superseded values are not recommended for survey control.
 PD0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0639.See file dsdata.txt to determine how the superseded data were derived.
 PD0639
 PD0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5454368665(NAD 83)
 PD0639_MARKER: DD = SURVEY DISK
 PD0639_SETTING: 66 = SET IN ROCK OUTCROP
 PD0639_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 PD0639_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0639_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0639+STABILITY: POSITION/ELEVATION WELL
 PD0639
 PD0639  HISTORY     - Date     Condition        Report By
 PD0639  HISTORY     - 1985     MONUMENTED       NOS
 PD0639
 PD0639                          STATION DESCRIPTION
 PD0639
 PD0639'DESCRIBED BY NATIONAL OCEAN SERVICE 1985 (WVH)
 PD0639'THE STATION IS LOCATED ON THE EAST SIDE OF LONG ISLAND.
 PD0639'
 PD0639'THE STATION IS REACHED BY BOAT ONLY.
 PD0639'
 PD0639'THE STATION IS A NOS BRASS DISK STAMPED---LONG IS 1985---, CEMENTED
 PD0639'IN A DRILL HOLE IN NORTH END OF A 45 DEG. ANGLE LEDGE APPROXIMATELY
 PD0639'3 FT ABOVE HIGH WATER.  IT IS LOCATED 2.4 METERS (8.0 FT) SOUTHEAST
 PD0639'FROM AN 8 INCH BALSAM FIR WITH WITNESS SIGN, 1.2 METER (4.0 FT) WEST
 PD0639'FROM HIGH WATER LINE.
 PD0639'
 PD0639'HEIGHT OF LIGHT SHOWN WAS 1.6 METERS ABOVE THE MARK.
 PD0639'DESCRIBED BY J.G.F.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1682 ***********************************************************************
 OC1682  DESIGNATION -  LONG ISLAND FCT 1943
 OC1682  PID         -  OC1682
 OC1682  STATE/COUNTY-  ME/CUMBERLAND
 OC1682  USGS QUAD   -  PORTLAND EAST (1975)
 OC1682
 OC1682                         *CURRENT SURVEY CONTROL
 OC1682  ___________________________________________________________________
 OC1682* NAD 83(1996)-  43 41 11.11551(N)    070 09 24.59595(W)     ADJUSTED  
 OC1682* NAVD 88     -        27.     (meters)      89.     (feet)  SCALED    
 OC1682  ___________________________________________________________________
 OC1682  LAPLACE CORR-           3.45  (seconds)                    DEFLEC99
 OC1682  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 OC1682
 OC1682  HORZ ORDER  -  SECOND
 OC1682
 OC1682.The horizontal coordinates were established by classical geodetic methods
 OC1682.and adjusted by the National Geodetic Survey in March 1998..
 OC1682
 OC1682.The orthometric height was scaled from a topographic map.
 OC1682
 OC1682.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1682
 OC1682.The geoid height was determined by GEOID03.
 OC1682
 OC1682;                    North         East     Units Scale Factor Converg.
 OC1682;SPC ME W     -    94,773.050   900,792.901   MT  0.99996667   +0 00 24.5
 OC1682;UTM  19      - 4,837,695.436   406,764.617   MT  0.99970692   -0 47 56.7
 OC1682
 OC1682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1682!SPC ME W     -   0.99999988  x   0.99996667  =   0.99996655
 OC1682!UTM  19      -   0.99999988  x   0.99970692  =   0.99970680
 OC1682
 OC1682                          SUPERSEDED SURVEY CONTROL
 OC1682
 OC1682  NAD 83(1992)-  43 41 11.11365(N)    070 09 24.59654(W) AD(       ) 2
 OC1682  NAD 83(1986)-  43 41 11.11963(N)    070 09 24.60189(W) AD(       ) 2
 OC1682  NAD 27      -  43 41 10.82400(N)    070 09 26.43200(W) AD(       ) 2
 OC1682
 OC1682.Superseded values are not recommended for survey control.
 OC1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1682.See file dsdata.txt to determine how the superseded data were derived.
 OC1682
 OC1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0676537695(NAD 83)
 OC1682
 OC1682  HISTORY     - Date     Condition        Report By
 OC1682  HISTORY     - 1943     MONUMENTED       CGS
 OC1682
 OC1682                          STATION DESCRIPTION
 OC1682
 OC1682'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 OC1682'STATION IS THE CENTER OF THE INSTRUMENT MOUNT ON THE NEXT TO
 OC1682'THE TOP FLOOR OF THE CONCRETE FIRE CONTROL TOWER, WHICH IS SIX
 OC1682'STORIES HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1956 ***********************************************************************
 PE1956  DESIGNATION -  LONG ISLAND FISH HOUSE N GABLE
 PE1956  PID         -  PE1956
 PE1956  STATE/COUNTY-  ME/HANCOCK
 PE1956  USGS QUAD   -  BLUE HILL (1981)
 PE1956
 PE1956                         *CURRENT SURVEY CONTROL
 PE1956  ___________________________________________________________________
 PE1956* NAD 83(1996)-  44 23 03.34589(N)    068 30 20.51994(W)     ADJUSTED  
 PE1956* NAVD 88     -                                                        
 PE1956  ___________________________________________________________________
 PE1956  LAPLACE CORR-           5.89  (seconds)                    DEFLEC99
 PE1956  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 PE1956
 PE1956  HORZ ORDER  -  THIRD
 PE1956
 PE1956.The horizontal coordinates were established by classical geodetic methods
 PE1956.and adjusted by the National Geodetic Survey in March 1998..
 PE1956
 PE1956
 PE1956.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1956
 PE1956.The geoid height was determined by GEOID03.
 PE1956
 PE1956;                    North         East     Units Scale Factor Converg.
 PE1956;SPC ME E     -    79,726.109   299,545.832   MT  0.99990000   -0 00 14.4
 PE1956;UTM  19      - 4,914,672.298   539,373.407   MT  0.99961906   +0 20 44.7
 PE1956
 PE1956                          SUPERSEDED SURVEY CONTROL
 PE1956
 PE1956  NAD 83(1992)-  44 23 03.34413(N)    068 30 20.50176(W) AD(       ) 4
 PE1956  NAD 83(1986)-  44 23 03.34408(N)    068 30 20.50516(W) AD(       ) 4
 PE1956  NAD 27      -  44 23 03.07000(N)    068 30 22.42000(W) AD(       ) 3
 PE1956
 PE1956.Superseded values are not recommended for survey control.
 PE1956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1956.See file dsdata.txt to determine how the superseded data were derived.
 PE1956
 PE1956_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK3937314672(NAD 83)
 PE1956
 PE1956  HISTORY     - Date     Condition        Report By
 PE1956  HISTORY     - UNK      MONUMENTED
 PE1956  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE1956
 PE1956                          STATION DESCRIPTION
 PE1956
 PE1956'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1956'THE STATION IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1793 ***********************************************************************
 OC1793  DESIGNATION -  LONG ISLAND GREEN HOUSE CUPOLA
 OC1793  PID         -  OC1793
 OC1793  STATE/COUNTY-  ME/CUMBERLAND
 OC1793  USGS QUAD   -  PORTLAND EAST (1975)
 OC1793
 OC1793                         *CURRENT SURVEY CONTROL
 OC1793  ___________________________________________________________________
 OC1793* NAD 83(1996)-  43 40 58.53011(N)    070 10 19.88995(W)     ADJUSTED  
 OC1793* NAVD 88     -                                                        
 OC1793  ___________________________________________________________________
 OC1793  LAPLACE CORR-           3.43  (seconds)                    DEFLEC99
 OC1793  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 OC1793
 OC1793  HORZ ORDER  -  THIRD
 OC1793
 OC1793.The horizontal coordinates were established by classical geodetic methods
 OC1793.and adjusted by the National Geodetic Survey in March 1998..
 OC1793
 OC1793
 OC1793.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1793
 OC1793.The geoid height was determined by GEOID03.
 OC1793
 OC1793;                    North         East     Units Scale Factor Converg.
 OC1793;SPC ME W     -    94,384.610   899,554.524   MT  0.99996667   -0 00 13.7
 OC1793;UTM  19      - 4,837,324.548   405,521.220   MT  0.99970979   -0 48 34.8
 OC1793
 OC1793                          SUPERSEDED SURVEY CONTROL
 OC1793
 OC1793  NAD 83(1992)-  43 40 58.52827(N)    070 10 19.89058(W) AD(       ) 4
 OC1793  NAD 83(1986)-  43 40 58.53443(N)    070 10 19.89644(W) AD(       ) 4
 OC1793  NAD 27      -  43 40 58.24128(N)    070 10 21.73260(W) AD(       ) 3
 OC1793
 OC1793.Superseded values are not recommended for survey control.
 OC1793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1793.See file dsdata.txt to determine how the superseded data were derived.
 OC1793
 OC1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0552137325(NAD 83)
 OC1793_MARKER: 86 = CUPOLA
 OC1793
 OC1793  HISTORY     - Date     Condition        Report By
 OC1793  HISTORY     - 1974     FIRST OBSERVED   NGS
 OC1793
 OC1793                          STATION DESCRIPTION
 OC1793
 OC1793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 OC1793'LOCATED ABOUT 4 MILES NORTHEAST OF PORTLAND, IN THE MOST
 OC1793'WESTERLY POINT OF LONG ISLAND.  THE POINT INTERSECTED WAS
 OC1793'THE SPIRE ATOP THE CUPOLA OF A LARGE GREEN HOUSE WITH A RED ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0345 ***********************************************************************
 OB0345  DESIGNATION -  LONG ISLAND RED HOUSE CHIMNEY
 OB0345  PID         -  OB0345
 OB0345  STATE/COUNTY-  ME/KNOX
 OB0345  USGS QUAD   -  FRIENDSHIP (1973)
 OB0345
 OB0345                         *CURRENT SURVEY CONTROL
 OB0345  ___________________________________________________________________
 OB0345* NAD 83(1996)-  43 57 20.38149(N)    069 20 15.27093(W)     ADJUSTED  
 OB0345* NAVD 88     -                                                        
 OB0345  ___________________________________________________________________
 OB0345  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 OB0345  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 OB0345
 OB0345  HORZ ORDER  -  THIRD
 OB0345
 OB0345.The horizontal coordinates were established by classical geodetic methods
 OB0345.and adjusted by the National Geodetic Survey in March 1998..
 OB0345
 OB0345
 OB0345.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0345
 OB0345.The geoid height was determined by GEOID03.
 OB0345
 OB0345;                    North         East     Units Scale Factor Converg.
 OB0345;SPC ME E     -    32,447.644   232,777.900   MT  0.99995556   -0 34 53.0
 OB0345;SPC ME W     -   125,021.188   966,545.638   MT  1.00002111   +0 34 31.8
 OB0345;UTM  19      - 4,867,003.665   472,915.051   MT  0.99960902   -0 14 03.5
 OB0345
 OB0345                          SUPERSEDED SURVEY CONTROL
 OB0345
 OB0345  NAD 83(1992)-  43 57 20.38445(N)    069 20 15.25583(W) AD(       ) 4
 OB0345  NAD 83(1986)-  43 57 20.38907(N)    069 20 15.26227(W) AD(       ) 4
 OB0345  NAD 27      -  43 57 20.10000(N)    069 20 17.03000(W) AD(       ) 3
 OB0345
 OB0345.Superseded values are not recommended for survey control.
 OB0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0345.See file dsdata.txt to determine how the superseded data were derived.
 OB0345
 OB0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ7291567004(NAD 83)
 OB0345
 OB0345  HISTORY     - Date     Condition        Report By
 OB0345  HISTORY     - UNK      MONUMENTED
 OB0345  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0345  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OB0345
 OB0345                          STATION DESCRIPTION
 OB0345
 OB0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0345'THIS STATION IS LOST.  THE POSITION PLOTS ON WHAT IS NOW KNOWN
 OB0345'AS FRIENDSHIP ISLAND.
 OB0345
 OB0345                          STATION RECOVERY (1943)
 OB0345
 OB0345'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 OB0345'NO DETAILED ORIGINAL DESCRIPTION.  LISTED AS LOST IN 1934.  A
 OB0345'SEARCH WAS MADE AND THE SITE OF AN OLD HOUSE WAS FOUND IN THIS
 OB0345'VICINITY.  THE HOUSE HAS BEEN DESTROYED AND THE CHIMNEY SITE
 OB0345'COULD NOT BE DETERMINED.  THE STATION IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1680 ***********************************************************************
 OC1680  DESIGNATION -  LONG ISLAND WINDMILL
 OC1680  PID         -  OC1680
 OC1680  STATE/COUNTY-  ME/CUMBERLAND
 OC1680  USGS QUAD   -  PORTLAND EAST (1975)
 OC1680
 OC1680                         *CURRENT SURVEY CONTROL
 OC1680  ___________________________________________________________________
 OC1680* NAD 83(1996)-  43 41 02.81353(N)    070 09 33.25311(W)     ADJUSTED  
 OC1680* NAVD 88     -                                                        
 OC1680  ___________________________________________________________________
 OC1680  LAPLACE CORR-           3.43  (seconds)                    DEFLEC99
 OC1680  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 OC1680
 OC1680  HORZ ORDER  -  THIRD
 OC1680
 OC1680.The horizontal coordinates were established by classical geodetic methods
 OC1680.and adjusted by the National Geodetic Survey in March 1998..
 OC1680
 OC1680
 OC1680.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1680
 OC1680.The geoid height was determined by GEOID03.
 OC1680
 OC1680;                    North         East     Units Scale Factor Converg.
 OC1680;SPC ME W     -    94,516.816   900,599.040   MT  0.99996667   +0 00 18.5
 OC1680;UTM  19      - 4,837,442.020   406,567.223   MT  0.99970737   -0 48 02.6
 OC1680
 OC1680                          SUPERSEDED SURVEY CONTROL
 OC1680
 OC1680  NAD 83(1992)-  43 41 02.81167(N)    070 09 33.25373(W) AD(       ) 4
 OC1680  NAD 83(1986)-  43 41 02.81777(N)    070 09 33.25907(W) AD(       ) 4
 OC1680  NAD 27      -  43 41 02.52400(N)    070 09 35.09100(W) AD(       ) 3
 OC1680
 OC1680.Superseded values are not recommended for survey control.
 OC1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1680.See file dsdata.txt to determine how the superseded data were derived.
 OC1680
 OC1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0656737442(NAD 83)
 OC1680
 OC1680  HISTORY     - Date     Condition        Report By
 OC1680  HISTORY     - 1933     MONUMENTED       CGS
 OC1680  HISTORY     - 1941     SEE DESCRIPTION  CGS
 OC1680
 OC1680                          STATION DESCRIPTION
 OC1680
 OC1680'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1680'THIS WINDMILL IS ON THE E SIDE OF THE S END OF LONG ISLAND AND
 OC1680'IS THE ONLY WINDMILL IN THE VICINITY.
 OC1680'
 OC1680'THIS IS AN INTERSECTION STATION.
 OC1680
 OC1680                          STATION RECOVERY (1941)
 OC1680
 OC1680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FLP)
 OC1680'THIS STATION IS LOST.  THERE IS NO WINDMILL AT THE POSITION
 OC1680'DETERMINED IN 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0565 ***********************************************************************
 OB0565  DESIGNATION -  LONG LEDGE
 OB0565  PID         -  OB0565
 OB0565  STATE/COUNTY-  ME/CUMBERLAND
 OB0565  USGS QUAD   -  ORRS ISLAND (1997)
 OB0565
 OB0565                         *CURRENT SURVEY CONTROL
 OB0565  ___________________________________________________________________
 OB0565* NAD 83(1996)-  43 45 17.96377(N)    069 54 03.62822(W)     ADJUSTED  
 OB0565* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 OB0565  ___________________________________________________________________
 OB0565  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 OB0565  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 OB0565
 OB0565  HORZ ORDER  -  THIRD
 OB0565
 OB0565.The horizontal coordinates were established by classical geodetic methods
 OB0565.and adjusted by the National Geodetic Survey in March 1998..
 OB0565
 OB0565.The orthometric height was scaled from a topographic map.
 OB0565
 OB0565.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0565
 OB0565.The geoid height was determined by GEOID03.
 OB0565
 OB0565;                    North         East     Units Scale Factor Converg.
 OB0565;SPC ME W     -   102,425.528   921,394.261   MT  0.99997229   +0 11 01.4
 OB0565;UTM  19      - 4,845,055.135   427,465.759   MT  0.99966471   -0 37 23.3
 OB0565
 OB0565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0565!SPC ME W     -   1.00000392  x   0.99997229  =   0.99997621
 OB0565!UTM  19      -   1.00000392  x   0.99966471  =   0.99966863
 OB0565
 OB0565:                Primary Azimuth Mark                     Grid Az
 OB0565:SPC ME W     -  GOUDY LEDGE BEACON                       032 25 39.3
 OB0565:UTM  19      -  GOUDY LEDGE BEACON                       033 14 04.0
 OB0565
 OB0565|---------------------------------------------------------------------|
 OB0565| PID    Reference Object                     Distance      Geod. Az  |
 OB0565|                                                           dddmmss.s |
 OB0565| OB0566 GOUDY LEDGE BEACON                  APPROX. 1.3 KM 0323640.7 |
 OB0565| CE8290 LONG LEDGE RM 1                      17.188 METERS 08556     |
 OB0565| CE8291 LONG LEDGE RM 2                      14.870 METERS 18531     |
 OB0565|---------------------------------------------------------------------|
 OB0565
 OB0565                          SUPERSEDED SURVEY CONTROL
 OB0565
 OB0565  NAD 83(1992)-  43 45 17.96152(N)    069 54 03.62759(W) AD(       ) 3
 OB0565  NAD 83(1986)-  43 45 17.96727(N)    069 54 03.63303(W) AD(       ) 3
 OB0565  NAD 27      -  43 45 17.66400(N)    069 54 05.46900(W) AD(       ) 3
 OB0565
 OB0565.Superseded values are not recommended for survey control.
 OB0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0565.See file dsdata.txt to determine how the superseded data were derived.
 OB0565
 OB0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ2746645055(NAD 83)
 OB0565_MARKER: DS = TRIANGULATION STATION DISK
 OB0565_SETTING: 66 = SET IN ROCK OUTCROP
 OB0565
 OB0565  HISTORY     - Date     Condition        Report By
 OB0565  HISTORY     - 1933     MONUMENTED       CGS
 OB0565  HISTORY     - 1942     GOOD             CGS
 OB0565  HISTORY     - 1979     GOOD             LOCENG
 OB0565
 OB0565                          STATION DESCRIPTION
 OB0565
 OB0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OB0565'THE STATION IS ON THE MAIN SOUTHERN PART OF LONG LEDGE ISLAND, W
 OB0565'OF FLAG ISLAND, AT THE MOUTH OF THE NEW MEADOWS RIVER.  IT IS ON
 OB0565'BARE ROCK 2 METERS FROM HIGH-WATER LINE ON THE W SIDE OF THE
 OB0565'ISLAND AND 13 METERS S OF A SHARP BREAK IN THE ROCK AT HIGH-WATER
 OB0565'LINE.
 OB0565'
 OB0565'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 OB0565'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 OB0565'
 OB0565'REFERENCE MARK NO.1 IS E OF THE STATION ON AN OUTCROPPING LEDGE
 OB0565'IN THE MIDDLE OF THE ISLAND.
 OB0565'
 OB0565'REFERENCE MARK NO.2 IS S OF THE STATION AND 8 METERS E OF THE
 OB0565'HIGH-WATER LINE ON THE W SIDE, NEAR A LARGE PILE OF LOOSE ROCK.
 OB0565'
 OB0565'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.24 METERS.
 OB0565
 OB0565                          STATION RECOVERY (1942)
 OB0565
 OB0565'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OB0565'RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE AND COMPLETE.
 OB0565
 OB0565                          STATION RECOVERY (1979)
 OB0565
 OB0565'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979 (DAM)
 OB0565'STATION RECOVERED BY WHITMAN AND HOWARD, INC.
 OB0565'
 OB0565'LONG LEDGE GOOD
 OB0565'
 OB0565'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2001 ***********************************************************************
 PE2001  DESIGNATION -  LONG LEDGE BEACON
 PE2001  PID         -  PE2001
 PE2001  STATE/COUNTY-  ME/HANCOCK
 PE2001  USGS QUAD   -  STINSON NECK (1983)
 PE2001
 PE2001                         *CURRENT SURVEY CONTROL
 PE2001  ___________________________________________________________________
 PE2001* NAD 83(1996)-  44 10 46.93111(N)    068 32 50.49924(W)     ADJUSTED  
 PE2001* NAVD 88     -                                                        
 PE2001  ___________________________________________________________________
 PE2001  LAPLACE CORR-           4.52  (seconds)                    DEFLEC99
 PE2001  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 PE2001
 PE2001  HORZ ORDER  -  THIRD
 PE2001
 PE2001.The horizontal coordinates were established by classical geodetic methods
 PE2001.and adjusted by the National Geodetic Survey in March 1998..
 PE2001
 PE2001
 PE2001.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2001
 PE2001.The geoid height was determined by GEOID03.
 PE2001
 PE2001;                    North         East     Units Scale Factor Converg.
 PE2001;SPC ME E     -    56,999.248   296,213.225   MT  0.99990018   -0 01 58.8
 PE2001;UTM  19      - 4,891,931.980   536,180.236   MT  0.99961610   +0 18 55.6
 PE2001
 PE2001                          SUPERSEDED SURVEY CONTROL
 PE2001
 PE2001  NAD 83(1992)-  44 10 46.93985(N)    068 32 50.48299(W) AD(       ) 4
 PE2001  NAD 83(1986)-  44 10 46.94135(N)    068 32 50.48693(W) AD(       ) 4
 PE2001  NAD 27      -  44 10 46.64500(N)    068 32 52.40000(W) AD(       ) 3
 PE2001
 PE2001.Superseded values are not recommended for survey control.
 PE2001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2001.See file dsdata.txt to determine how the superseded data were derived.
 PE2001
 PE2001_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ3618091932(NAD 83)
 PE2001
 PE2001  HISTORY     - Date     Condition        Report By
 PE2001  HISTORY     - UNK      MONUMENTED
 PE2001  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2001  HISTORY     - 1945     SEE DESCRIPTION  CGS
 PE2001  HISTORY     - 1950     SEE DESCRIPTION  CGS
 PE2001
 PE2001                          STATION DESCRIPTION
 PE2001
 PE2001'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2001'THE STATION WAS RECOVERED AND ITS POSITION CHECKED IN THE 1934
 PE2001'WORK.
 PE2001
 PE2001                          STATION RECOVERY (1945)
 PE2001
 PE2001'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (FLP)
 PE2001'CENTER BOLT RECOVERED AND USED TO TURN SUBSTITUTE STATION.  TRIPOD,
 PE2001'NOW IN PLACE, IS MADE OF WOOD AND IS NOT THE SAME AS THE
 PE2001'ONE IN 1907.  IT DOES NOT APPEAR TO BE CENTERED OVER THE CENTER
 PE2001'BOLT.  STATION IS ON LOW WATER ROCK AND CAN BE VISITED FOR A
 PE2001'SHORT TIME ONLY AT LOW WATER.  CENTER BOLT IS LARGE METAL SPIKE
 PE2001'IN LEDGE, SET DOWN IN A CREVICE IN LEDGE.  ACCORDING TO U.S.
 PE2001'COAST GUARD, THIS BEACON HAS NOT BEEN CHANGED SINCE 1934.
 PE2001
 PE2001                          STATION RECOVERY (1950)
 PE2001
 PE2001'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 PE2001'REPORT FROM NOTICE TO MARINERS NO. 52, DATED DECEMBER 30, 1950--
 PE2001'
 PE2001'THE DAYBEACON HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1688 ***********************************************************************
 OC1688  DESIGNATION -  LONG RESET
 OC1688  PID         -  OC1688
 OC1688  STATE/COUNTY-  ME/CUMBERLAND
 OC1688  USGS QUAD   -  PORTLAND EAST (1975)
 OC1688
 OC1688                         *CURRENT SURVEY CONTROL
 OC1688  ___________________________________________________________________
 OC1688* NAD 83(1996)-  43 41 14.83871(N)    070 10 12.86216(W)     ADJUSTED  
 OC1688* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 OC1688  ___________________________________________________________________
 OC1688  LAPLACE CORR-           3.48  (seconds)                    DEFLEC99
 OC1688  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 OC1688
 OC1688  HORZ ORDER  -  SECOND
 OC1688
 OC1688.The horizontal coordinates were established by classical geodetic methods
 OC1688.and adjusted by the National Geodetic Survey in March 1998..
 OC1688
 OC1688.The orthometric height was scaled from a topographic map.
 OC1688
 OC1688.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1688
 OC1688.The geoid height was determined by GEOID03.
 OC1688
 OC1688;                    North         East     Units Scale Factor Converg.
 OC1688;SPC ME W     -    94,887.914   899,711.947   MT  0.99996667   -0 00 08.9
 OC1688;UTM  19      - 4,837,825.459   405,685.665   MT  0.99970941   -0 48 30.1
 OC1688
 OC1688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1688!SPC ME W     -   1.00000318  x   0.99996667  =   0.99996985
 OC1688!UTM  19      -   1.00000318  x   0.99970941  =   0.99971259
 OC1688
 OC1688:                Primary Azimuth Mark                     Grid Az
 OC1688:SPC ME W     -  UPPER BASKET LEDGE SPINDLE USE           008 50 12.0
 OC1688:UTM  19      -  UPPER BASKET LEDGE SPINDLE USE           009 38 33.2
 OC1688
 OC1688|---------------------------------------------------------------------|
 OC1688| PID    Reference Object                     Distance      Geod. Az  |
 OC1688|                                                           dddmmss.s |
 OC1688| OC1681 UPPER BASKET LEDGE SPINDLE USE      APPROX. 5.9 KM 0085003.1 |
 OC1688| OC1683 LOWER BASKET LEDGE SPINDLE USE      APPROX. 4.9 KM 0125532.6 |
 OC1688| CE8292 LONG RM 1                            14.140 METERS 06746     |
 OC1688| CE8293 LONG RM 2                            12.267 METERS 16105     |
 OC1688| OC1745 MC KINLEY WATER TOWER               APPROX. 2.1 KM 2564410.8 |
 OC1688| OC1646 FORT MC KINLEY FLAGPOLE             APPROX. 2.1 KM 2621553.3 |
 OC1688| OC1777 COW ISLAND LEDGE LIGHT              APPROX. 2.3 KM 3193310.7 |
 OC1688| OC1713 STURDEVANT I CHIM N END REDHSE      APPROX. 5.8 KM 3463521.9 |
 OC1688|---------------------------------------------------------------------|
 OC1688
 OC1688                          SUPERSEDED SURVEY CONTROL
 OC1688
 OC1688  NAD 83(1992)-  43 41 14.83692(N)    070 10 12.86280(W) AD(       ) 2
 OC1688  NAD 83(1986)-  43 41 14.84297(N)    070 10 12.86828(W) AD(       ) 2
 OC1688  NAD 27      -  43 41 14.55000(N)    070 10 14.68500(W) AD(       ) 2
 OC1688
 OC1688.Superseded values are not recommended for survey control.
 OC1688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1688.See file dsdata.txt to determine how the superseded data were derived.
 OC1688
 OC1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0568637825(NAD 83)
 OC1688_MARKER: DD = SURVEY DISK
 OC1688_SETTING: 66 = SET IN ROCK OUTCROP
 OC1688
 OC1688  HISTORY     - Date     Condition        Report By
 OC1688  HISTORY     - 1933     MONUMENTED       CGS
 OC1688  HISTORY     - 1941     GOOD             CGS
 OC1688  HISTORY     - 1979     GOOD             LOCENG
 OC1688
 OC1688                          STATION DESCRIPTION
 OC1688
 OC1688'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1688'THE STATION WAS FOUND AS DESCRIBED BY U S E D AND WAS A DRILL HOLE
 OC1688'IN AN OUTCROPPING BOULDER, SURROUNDED BY A TRIANGLE AND THE
 OC1688'LETTERS U.S.E. ARE CUT INTO THE ROCK CLOSE TO STATION.  THE
 OC1688'STATION IS ON AN OUTCROPPING BOULDER 1/2 METER ACROSS, IN THE
 OC1688'EDGE OF A LINE OF BUSHES ALONG THE BANK.  IT IS ON THE WEST
 OC1688'SIDE OF LONG ISLAND, ABOUT 215 METERS SOUTH OF THE OLD WHARF AT
 OC1688'CLARKS STORE, 39 METERS NORTH OF NORTHEAST CORNER OF GREEN
 OC1688'HOUSE, 4 METERS FROM BANK ABOVE THE HIGH WATER LINE, 23 METERS
 OC1688'WEST OF ROAD, 43 METERS WEST BY SOUTH FROM SOUTHWEST CORNER
 OC1688'OF LONG LOW RED-ROOFED HOUSE.
 OC1688'
 OC1688'R.M. 1 IS ON PROMINENT BOULDER 13 METERS WEST OF
 OC1688'ROAD AND 12 METERS FROM BANK AT HIGH WATER LINE, AND IS
 OC1688'NORTHEAST OF THE STATION.  R.M. 2 IS SOUTH BY EAST
 OC1688'OF STATION ON LOW BOULDER, 13 METERS WEST OF ROAD.
 OC1688
 OC1688                          STATION RECOVERY (1941)
 OC1688
 OC1688'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1688'STATION IS LOCATED ON THE NW PART OF LONG ISLAND ABOUT 0.1
 OC1688'MILE SW OF THE LANDING WHARF AT CLARKS STORE ON LONG ISLAND,
 OC1688'ABOUT 100 FEET N OF THE NE CORNER OF A GREEN HOUSE, ABOUT
 OC1688'15 FEET BACK AND ABOUT 20 FEET ABOVE THE HIGH-WATER LINE.
 OC1688'
 OC1688'STATION IS MARKED BY A STANDARD DISK SET IN OUTCROPPING
 OC1688'BEDROCK.  STAMPED LONG USE 1933.
 OC1688'
 OC1688'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A PROMINENT
 OC1688'BOULDER E OF STATION ABOUT 1 FOOT HIGHER THAN STATION
 OC1688'MARK.  STAMPED LONG USE 1933.  NO. 1.
 OC1688'
 OC1688'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A BOULDER S BY
 OC1688'W OF STATION.  STAMPED LONG USE NO. 2 1933.
 OC1688'
 OC1688'THE MEASURED DISTANCES TO REFERENCE MARKS CHECKED THE ORIGINAL
 OC1688'MEASUREMENTS.  THE MEASURED DIRECTIONS TO THE REFERENCE MARKS
 OC1688'DISAGREED WITH THE ORIGINAL MEASUREMENTS BY 2 MINUTES.
 OC1688
 OC1688                          STATION RECOVERY (1979)
 OC1688
 OC1688'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979 (DAM)
 OC1688'STATION RECOVERED BY WHITMAN AND HOWARD, INC.
 OC1688'
 OC1688'LONG USE 1933
 OC1688'
 OC1688'NOTE--THE EMBANKMENT HAS DETERIATED AND THE DISK IS NOW 21 FEET
 OC1688'FROM THE EDGE.
 OC1688'
 OC1688'SUGGEST THAT MARK BE RELOCATED BEFORE THE EMBANKMENT RECEDES
 OC1688'FURTHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0702 ***********************************************************************
 RF0702  DESIGNATION -  LONGFELLOW
 RF0702  PID         -  RF0702
 RF0702  STATE/COUNTY-  ME/AROOSTOOK
 RF0702  USGS QUAD   -  LUDLOW (1986)
 RF0702
 RF0702                         *CURRENT SURVEY CONTROL
 RF0702  ___________________________________________________________________
 RF0702* NAD 83(1996)-  46 08 34.13841(N)    068 01 15.99107(W)     ADJUSTED  
 RF0702* NAVD 88     -       183.8    (meters)     603.     (feet)  VERTCON   
 RF0702  ___________________________________________________________________
 RF0702  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 RF0702  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 RF0702
 RF0702  HORZ ORDER  -  SECOND
 RF0702
 RF0702.The horizontal coordinates were established by classical geodetic methods
 RF0702.and adjusted by the National Geodetic Survey in March 1998..
 RF0702
 RF0702.The NAVD 88 height was computed by applying the VERTCON shift value to
 RF0702.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RF0702
 RF0702.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0702
 RF0702.The geoid height was determined by GEOID03.
 RF0702
 RF0702;                    North         East     Units Scale Factor Converg.
 RF0702;SPC ME E     -   275,258.270   336,997.231   MT  0.99991682   +0 20 43.1
 RF0702;UTM  19      - 5,110,381.263   575,602.432   MT  0.99967026   +0 42 21.2
 RF0702
 RF0702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0702!SPC ME E     -   0.99997490  x   0.99991682  =   0.99989172
 RF0702!UTM  19      -   0.99997490  x   0.99967026  =   0.99964517
 RF0702
 RF0702|---------------------------------------------------------------------|
 RF0702| PID    Reference Object                     Distance      Geod. Az  |
 RF0702|                                                           dddmmss.s |
 RF0702| DA5467 LONGFELLOW RM 1                      21.398 METERS 04340     |
 RF0702| DA5468 LONGFELLOW RM 2                      14.168 METERS 17715     |
 RF0702| RF0705 SMYRNA MILLS ST HWY RAD MAST        APPROX. 6.1 KM 2912956.2 |
 RF0702| DA5466 LONGFELLOW AZ MK                                   3012802.8 |
 RF0702|---------------------------------------------------------------------|
 RF0702
 RF0702                          SUPERSEDED SURVEY CONTROL
 RF0702
 RF0702  NAD 83(1992)-  46 08 34.13491(N)    068 01 15.99066(W) AD(       ) 2
 RF0702  NAD 83(1986)-  46 08 34.13793(N)    068 01 16.01131(W) AD(       ) 2
 RF0702  NAD 27      -  46 08 33.94540(N)    068 01 17.93760(W) AD(       ) 2
 RF0702  NGVD 29 (07/19/86)  184.0    (m)          604.     (f) VERT ANG       
 RF0702
 RF0702.Superseded values are not recommended for survey control.
 RF0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0702.See file dsdata.txt to determine how the superseded data were derived.
 RF0702
 RF0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM7560210381(NAD 83)
 RF0702_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RF0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0702
 RF0702  HISTORY     - Date     Condition        Report By
 RF0702  HISTORY     - 1959     MONUMENTED       CGS
 RF0702  HISTORY     - 1972     SEE DESCRIPTION  MEDT
 RF0702  HISTORY     - 1981     GOOD             MEDT
 RF0702  HISTORY     - 20011024 GOOD             NGS
 RF0702
 RF0702                          STATION DESCRIPTION
 RF0702
 RF0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (HRL)
 RF0702'STATION IS LOCATED ABOUT 9 MILES WEST OF HOULTON, ABOUT 7 MILES
 RF0702'EAST OF SMYRNA MILLS, ABOUT 3 MILES NORTH OF MEDUXNEKEAG LAKE AND
 RF0702'ABOUT 1/2 MILE SOUTHWEST OF LONGFELLOW SCHOOL.  STATION, A STANDARD
 RF0702'DISK SET IN A 12X12 INCH CONCRETE MONUMENT AND STAMPED
 RF0702'LONGFELLOW 1959 IS 10 FEET SOUTH OF THE EAST END OF A LARGE ROCK
 RF0702'PILE, 29 FEET EAST OF A SPRUCE TREE AND 4.5 FEET SOUTHEAST OF A
 RF0702'WITNESS POST.  THE MARK PROJECTS 2 INCHES.
 RF0702'
 RF0702'TO REACH FROM THE ROTARY CIRCLE IN HOULTON, GO NORTH ON
 RF0702'U.S. HIGHWAY NO. 2 FOR 0.2 MILE TO JUNCTION OF U.S. HIGHWAYS NO. 1
 RF0702'AND 2.  TURN LEFT AND GO WEST ON U.S. HIGHWAY NO. 2 FOR 10.2 MILE
 RF0702'TO TOWN LINE AT BETHEL PRESBYTERIAN CHURCH.  TURN RIGHT AND GO
 RF0702'NORTH ON GRAVEL ROAD FOR 0.35 MILE TO CROSSROADS.  TURN RIGHT AND
 RF0702'GO EAST ON SURFACED ROAD FOR 0.65 MILE TO AZIMUTH MARK ON LEFT
 RF0702'(NORTH) SIDE OF ROAD.  CONTINUE EASTERLY ON SURFACED ROAD AND
 RF0702'GO 0.35 MILE TO FIELD ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON
 RF0702'FIELD ROAD FOR 0.1 MILE.  BEAR LEFT THENCE RIGHT AROUND WEST
 RF0702'EDGE OF HAY FIELD FOR 0.35 MILE TO TOP OF HILL AND STATION AS
 RF0702'DESCRIBED.
 RF0702'
 RF0702'REFERENCE MARK NO. 1, A STANDARD DISK SET IN A DRILL HOLE IN
 RF0702'OUTCROPPING ROCK AND STAMPED LONGFELLOW NO 1 1959 IS 64 FEET
 RF0702'EAST OF THE EAST END OF ROCK PILE.  THE ROCK PROJECTS 2 INCHES.
 RF0702'
 RF0702'REFERENCE MARK NO. 2, A STANDARD DISK SET IN A 12X12 INCH CONCRETE
 RF0702'MONUMENT AND STAMPED LONGFELLOW NO 2 1959 IS 2 FEET EAST OF THE
 RF0702'EAST EDGE OF WOODS AND 26 FEET NORTH OF A POPLAR TREE.  THE MARK
 RF0702'PROJECTS 3 INCHES.
 RF0702'
 RF0702'AZIMUTH MARK, A STANDARD DISK SET IN A 12X12 INCH CONCRETE
 RF0702'MONUMENT AND STAMPED LONGFELLOW NO 2 1959 IS 26 FEET NORTH OF
 RF0702'APPROXIMATE CENTERLINE OF ROAD AND 61 FEET WEST OF A POWERLINE
 RF0702'POLE.  THE MARK PROJECTS 2 INCHES.
 RF0702'
 RF0702'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 RF0702
 RF0702                          STATION RECOVERY (1972)
 RF0702
 RF0702'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1972 (BJR)
 RF0702'STATION LONGFELLOW, R.M. 1 AND R.M. 2, AND AZ MK ALL RECOVERED AS
 RF0702'DESCRIBED.
 RF0702
 RF0702                          STATION RECOVERY (1981)
 RF0702
 RF0702'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1981 (BJR)
 RF0702'LONGFELLOW - 1959 RECOVERED GOOD.
 RF0702'
 RF0702'LONGFELLOW - NO. 1 - 1959 RECOVERED GOOD.
 RF0702'
 RF0702'LONGFELLOW - NO. 2 - 1959 RECOVERED GOOD.
 RF0702'
 RF0702'AZ-LONGFELLOW - 1959 FOUND TIPPED.
 RF0702'
 RF0702'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 9 MI. WEST OF
 RF0702'HOULTON.
 RF0702
 RF0702                          STATION RECOVERY (2001)
 RF0702
 RF0702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RSC)
 RF0702'THE AZIMUTH MARK DISK WAS RETURNED TO MY OFFICE DESTROYED. IT WAS
 RF0702'RETURNED BY BRIAN D. STEWART OR STEWART ENBGINEERING OF HOULTON, ME.
 RF0702'IT WAS STAMPED--LONGFELLOW 1959-- ON AN AZIMUTH MARK DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1691 ***********************************************************************
 OC1691  DESIGNATION -  LONGIS W SIDE CH CROSS N END
 OC1691  PID         -  OC1691
 OC1691  STATE/COUNTY-  ME/CUMBERLAND
 OC1691  USGS QUAD   -  PORTLAND EAST (1975)
 OC1691
 OC1691                         *CURRENT SURVEY CONTROL
 OC1691  ___________________________________________________________________
 OC1691* NAD 83(1996)-  43 41 18.67316(N)    070 10 04.68723(W)     ADJUSTED  
 OC1691* NAVD 88     -                                                        
 OC1691  ___________________________________________________________________
 OC1691  LAPLACE CORR-           3.49  (seconds)                    DEFLEC99
 OC1691  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 OC1691
 OC1691  HORZ ORDER  -  THIRD
 OC1691
 OC1691.The horizontal coordinates were established by classical geodetic methods
 OC1691.and adjusted by the National Geodetic Survey in March 1998..
 OC1691
 OC1691
 OC1691.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1691
 OC1691.The geoid height was determined by GEOID03.
 OC1691
 OC1691;                    North         East     Units Scale Factor Converg.
 OC1691;SPC ME W     -    95,006.247   899,895.030   MT  0.99996667   -0 00 03.2
 OC1691;UTM  19      - 4,837,941.175   405,870.346   MT  0.99970898   -0 48 24.5
 OC1691
 OC1691                          SUPERSEDED SURVEY CONTROL
 OC1691
 OC1691  NAD 83(1992)-  43 41 18.67137(N)    070 10 04.68786(W) AD(       ) 4
 OC1691  NAD 83(1986)-  43 41 18.67743(N)    070 10 04.69334(W) AD(       ) 4
 OC1691  NAD 27      -  43 41 18.38600(N)    070 10 06.52000(W) AD(       ) 3
 OC1691
 OC1691.Superseded values are not recommended for survey control.
 OC1691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1691.See file dsdata.txt to determine how the superseded data were derived.
 OC1691
 OC1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0587037941(NAD 83)
 OC1691
 OC1691  HISTORY     - Date     Condition        Report By
 OC1691  HISTORY     - 1933     MONUMENTED       CGS
 OC1691
 OC1691                          STATION DESCRIPTION
 OC1691
 OC1691'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1691'THIS CHURCH IS ON THE W SIDE OF LONG ISLAND, NEAR THE OLD WHARF
 OC1691'AT CLARKS STORE.  IT IS A LONG LOW BUILDING WITH A GOLD-PAINTED
 OC1691'CROSS ON THE FRONT GABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0766 ***********************************************************************
 RF0766  DESIGNATION -  LONGLEY
 RF0766  PID         -  RF0766
 RF0766  STATE/COUNTY-  ME/PISCATAQUIS
 RF0766  USGS QUAD   -  LONGLEY POND (1988)
 RF0766
 RF0766                         *CURRENT SURVEY CONTROL
 RF0766  ___________________________________________________________________
 RF0766* NAD 83(1996)-  46 08 21.90586(N)    069 22 43.98221(W)     ADJUSTED  
 RF0766* NAVD 88     -       398.1    (meters)    1306.     (feet)  VERTCON   
 RF0766  ___________________________________________________________________
 RF0766  LAPLACE CORR-           4.06  (seconds)                    DEFLEC99
 RF0766  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 RF0766
 RF0766  HORZ ORDER  -  SECOND
 RF0766
 RF0766.The horizontal coordinates were established by classical geodetic methods
 RF0766.and adjusted by the National Geodetic Survey in March 1998..
 RF0766
 RF0766.The NAVD 88 height was computed by applying the VERTCON shift value to
 RF0766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RF0766
 RF0766.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0766
 RF0766.The geoid height was determined by GEOID03.
 RF0766
 RF0766;                    North         East     Units Scale Factor Converg.
 RF0766;SPC ME E     -   275,144.648   232,096.838   MT  0.99995666   -0 38 01.4
 RF0766;SPC ME W     -   367,667.426   960,868.696   MT  1.00001219   +0 34 04.9
 RF0766;UTM  19      - 5,109,607.776   470,735.920   MT  0.99961053   -0 16 23.5
 RF0766
 RF0766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0766!SPC ME E     -   0.99994144  x   0.99995666  =   0.99989810
 RF0766!SPC ME W     -   0.99994144  x   1.00001219  =   0.99995363
 RF0766!UTM  19      -   0.99994144  x   0.99961053  =   0.99955199
 RF0766
 RF0766|---------------------------------------------------------------------|
 RF0766| PID    Reference Object                     Distance      Geod. Az  |
 RF0766|                                                           dddmmss.s |
 RF0766| DA5469 LONGLEY RM 1                          7.578 METERS 03758     |
 RF0766| DA5470 LONGLEY RM 2                          8.600 METERS 08727     |
 RF0766| RF0763 TELOS                               APPROX.13.4 KM 0924226.8 |
 RF0766|---------------------------------------------------------------------|
 RF0766
 RF0766                          SUPERSEDED SURVEY CONTROL
 RF0766
 RF0766  NAD 83(1992)-  46 08 21.90544(N)    069 22 43.97217(W) AD(       ) 2
 RF0766  NAD 83(1986)-  46 08 21.91074(N)    069 22 43.98479(W) AD(       ) 2
 RF0766  NAD 27      -  46 08 21.76200(N)    069 22 45.78500(W) AD(       ) 2
 RF0766  NGVD 29 (07/19/86)  398.3    (m)         1307.     (f) VERT ANG       
 RF0766
 RF0766.Superseded values are not recommended for survey control.
 RF0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0766.See file dsdata.txt to determine how the superseded data were derived.
 RF0766
 RF0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM7073609608(NAD 83)
 RF0766_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RF0766_SETTING: 80 = SET IN A BOULDER
 RF0766_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 RF0766
 RF0766  HISTORY     - Date     Condition        Report By
 RF0766  HISTORY     - 1955     MONUMENTED       CGS
 RF0766
 RF0766                          STATION DESCRIPTION
 RF0766
 RF0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 RF0766'THE STATION IS LOCATED ON A HEAVILY WOODED HILL THAT LIES BETWEEN
 RF0766'LITTLE LONGLEY POND, THE EXTREME NORTH END OF CHESUNCOOK LAKE, AND
 RF0766'THE SOUTHEAST END OF UMBAZOOKUS LAKE.  IT IS ABOUT 6 MILES AIRLINE
 RF0766'NORTH-NORTHEAST OF CHESUNCOOK VILLAGE AND ABOUT 7 MILES AIRLINE
 RF0766'SOUTH-SOUTHWEST OF CHAMBERLAIN FARM.
 RF0766'
 RF0766'TO REACH BY FLOAT PLANE FROM CHESUNCOOK VILLAGE, GO
 RF0766'NORTH-NORTHEAST ON A TRUE COURSE OF 19 DEGREES FOR ABOUT 6 MILES
 RF0766'TO A CAMP SITE AT THE NORTHWEST CORNER OF CHESUNCOOK LAKE.  FROM
 RF0766'HERE PACK NORTH-NORTHWEST ON A WELL-BLAZED ROUTE THROUGH THICK
 RF0766'BRUSH AND TIMBER FOR ABOUT 1 MILE TO HIGHEST POINT OF HILL AND
 RF0766'THE STATION.
 RF0766'
 RF0766'THE STATION MARK IS A STANDARD DISK STAMPED LONGLEY 1955, CEMENTED
 RF0766'IN A DRILL HOLE IN A 2-FOOT BOULDER FLUSH WITH THE GROUND.  IT IS
 RF0766'28.0 FEET WEST OF A TRIANGULAR BLAZED SPRUCE AND 5 FEET SOUTH OF
 RF0766'THE BASE OF THE BEDROCK DOME WHICH FORMS THE HIGHEST POINT OF THE
 RF0766'HILL.
 RF0766'
 RF0766'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED LONGLEY
 RF0766'NO 1 1955, CEMENTED IN A DRILL HOLE IN THE TOP OF THE BEDROCK
 RF0766'DOME WHICH FORMS THE HIGHEST POINT OF THE HILL.  IT IS 19.6 FEET
 RF0766'NORTH-NORTHWEST OF THE TRIANGULAR-BLAZED SPRUCE AND 6 FEET HIGHER
 RF0766'THAN THE STATION.
 RF0766'
 RF0766'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED LONGLEY
 RF0766'NO 2 1955, CEMENTED IN A DRILL HOLE IN A SMALL BEDROCK OUTCROP
 RF0766'THAT PROJECTS 2 INCHES.  IT IS 3 FEET SOUTH OF THE
 RF0766'TRIANGULAR-BLAZED SPRUCE AND AT THE SAME ELEVATION AS THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1134 ***********************************************************************
 PD1134  DESIGNATION -  LOOK RESET
 PD1134  PID         -  PD1134
 PD1134  STATE/COUNTY-  ME/WASHINGTON
 PD1134  USGS QUAD   -  ADDISON (1975)
 PD1134
 PD1134                         *CURRENT SURVEY CONTROL
 PD1134  ___________________________________________________________________
 PD1134* NAD 83(1996)-  44 35 28.81274(N)    067 44 05.45250(W)     ADJUSTED  
 PD1134* NAVD 88     -        42.     (meters)     138.     (feet)  SCALED    
 PD1134  ___________________________________________________________________
 PD1134  LAPLACE CORR-           5.26  (seconds)                    DEFLEC99
 PD1134  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 PD1134
 PD1134  HORZ ORDER  -  SECOND
 PD1134
 PD1134.The horizontal coordinates were established by classical geodetic methods
 PD1134.and adjusted by the National Geodetic Survey in March 1998..
 PD1134
 PD1134.The orthometric height was scaled from a topographic map.
 PD1134
 PD1134.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1134
 PD1134.The geoid height was determined by GEOID03.
 PD1134
 PD1134;                    North         East     Units Scale Factor Converg.
 PD1134;SPC ME E     -   103,019.027   360,751.083   MT  0.99994537   +0 32 13.9
 PD1134;UTM  19      - 4,938,333.151   600,419.726   MT  0.99972401   +0 53 17.8
 PD1134
 PD1134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD1134!SPC ME E     -   0.99999710  x   0.99994537  =   0.99994247
 PD1134!UTM  19      -   0.99999710  x   0.99972401  =   0.99972111
 PD1134
 PD1134|---------------------------------------------------------------------|
 PD1134| PID    Reference Object                     Distance      Geod. Az  |
 PD1134|                                                           dddmmss.s |
 PD1134| CE8084 LOOK RM 1                            13.520 METERS 08225     |
 PD1134| CE8085 LOOK RM 2                             5.778 METERS 13849     |
 PD1134| PD1136 WHITE 2                             APPROX. 5.0 KM 1903257.0 |
 PD1134| PD1156 ADDISON WHITE CHURCH BELFRY         APPROX. 3.2 KM 3302421.2 |
 PD1134|---------------------------------------------------------------------|
 PD1134
 PD1134                          SUPERSEDED SURVEY CONTROL
 PD1134
 PD1134  NAD 83(1992)-  44 35 28.80937(N)    067 44 05.45162(W) AD(       ) 2
 PD1134  NAD 83(1986)-  44 35 28.80566(N)    067 44 05.45465(W) AD(       ) 2
 PD1134  NAD 27      -  44 35 28.52600(N)    067 44 07.46200(W) AD(       ) 2
 PD1134
 PD1134.Superseded values are not recommended for survey control.
 PD1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1134.See file dsdata.txt to determine how the superseded data were derived.
 PD1134
 PD1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK0042038333(NAD 83)
 PD1134_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PD1134_SETTING: 66 = SET IN ROCK OUTCROP
 PD1134_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 PD1134_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD1134_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD1134+STABILITY: POSITION/ELEVATION WELL
 PD1134
 PD1134  HISTORY     - Date     Condition        Report By
 PD1134  HISTORY     - 1934     MONUMENTED       CGS
 PD1134  HISTORY     - 1913     SEE DESCRIPTION  CGS
 PD1134  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PD1134  HISTORY     - 1945     SEE DESCRIPTION  CGS
 PD1134  HISTORY     - 1959     SEE DESCRIPTION  CGS
 PD1134  HISTORY     - 1960     SEE DESCRIPTION  CGS
 PD1134  HISTORY     - 1986     GOOD             NOS
 PD1134
 PD1134                          STATION DESCRIPTION
 PD1134
 PD1134'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 PD1134'STATION IS ON A PROMINENT HILL ON THE E SIDE OF PLEASANT RIVER,
 PD1134'ABOUT 2 MILES S OF ADDISON POINT.  THERE ARE A FEW SCATTERING
 PD1134'TREES ON THE HILL, BUT ON ITS N SIDE THE GROWTH IS DENSER.  THE
 PD1134'STATION IS ON THE HIGHEST PART OF A SMALL LEDGE ABOUT 100 METERS
 PD1134'E OF THE ROAD TO ADDISON POINT AND MARKED BY A 1/2-INCH DRILLED
 PD1134'HOLE WITHIN A 4-INCH SQUARE.
 PD1134
 PD1134                          STATION RECOVERY (1934)
 PD1134
 PD1134'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PD1134'STATION IS ON A HIGH PROMINENT KNOLL, ON THE E SIDE OF PLEASANT
 PD1134'RIVER ABOUT 2 MILES S OF ADDISON.  THE MARK IS IN A BLUEBERRY
 PD1134'FIELD ABOUT 100 METERS E OF THE ROAD RUNNING ALONG THE E SIDE OF
 PD1134'THE RIVER AND 165 FEET E OF A BARBED-WIRE FENCE WHICH RUNS N AND
 PD1134'S ACROSS THE HILL.
 PD1134'
 PD1134'STATION WAS RE-MARKED AND TWO REFERENCE MARKS WERE
 PD1134'ESTABLISHED.  ALL MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL
 PD1134'HOLES IN OUTCROPPING BEDROCK.
 PD1134'
 PD1134'REFERENCE MARKS NO. 1 AND NO. 2 ARE IN OUTCROPPING LEDGES,
 PD1134'REFERENCE MARK NO. 1 BEING ENE AND REFERENCE MARK NO. 2 ESE OF
 PD1134'THE STATION.
 PD1134'
 PD1134'TO REACH FROM ADDISON, TAKE THE ROAD LEADING ACROSS PLEASANT
 PD1134'RIVER AND DOWN THE E SIDE A DISTANCE OF 2.3 MILES TO THE HOME OF
 PD1134'SEDGWICK LOOK.  THE KNOLL IS ABOUT 100 METERS E OF HIS BARN.
 PD1134'
 PD1134'A 4-FOOT SIGNAL WAS ERECTED OVER THE STATION.
 PD1134
 PD1134                          STATION RECOVERY (1945)
 PD1134
 PD1134'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (FLP)
 PD1134'STATION AND RMS RECOVERED IN GOOD CONDITION.  PRESENT
 PD1134'DESCRIPTION ADEQUATE.  DISTANCES TO RMS CHECK.
 PD1134
 PD1134                          STATION RECOVERY (1959)
 PD1134
 PD1134'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GFW)
 PD1134'STATION MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD
 PD1134'CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE
 PD1134'VERIFIED.  THE PUBLISHED DESCRIPTION IS ADEQUATE AND CORRECT.
 PD1134
 PD1134                          STATION RECOVERY (1960)
 PD1134
 PD1134'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (DGR)
 PD1134'1934 DESCRIPTION IS ADEQUATE.  STATION RECOVERED AS DESCRIBED.
 PD1134
 PD1134                          STATION RECOVERY (1986)
 PD1134
 PD1134'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1986 (JED)
 PD1134'THE STATION WAS RECOVERED AT THIS DATE.
 PD1134'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 PD1134'CONDITION BY THE 1934 DESCRIPTION.  DISTANCE TO REFERENCE MARKS
 PD1134'WERE MADE AND CHECK OBTAINED.
 PD1134'
 PD1134'RECOVERED BY JED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0961 ***********************************************************************
 PD0961  DESIGNATION -  LOOKOUT 1863
 PD0961  PID         -  PD0961
 PD0961  STATE/COUNTY-  ME/WASHINGTON
 PD0961  USGS QUAD   -  CUTLER (1993)
 PD0961
 PD0961                         *CURRENT SURVEY CONTROL
 PD0961  ___________________________________________________________________
 PD0961* NAD 83(1996)-  44 39 23.83780(N)    067 11 55.38453(W)     ADJUSTED  
 PD0961* NAVD 88     -        43.     (meters)     141.     (feet)  SCALED    
 PD0961  ___________________________________________________________________
 PD0961  LAPLACE CORR-           3.48  (seconds)                    DEFLEC99
 PD0961  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 PD0961
 PD0961  HORZ ORDER  -  THIRD
 PD0961
 PD0961.The horizontal coordinates were established by classical geodetic methods
 PD0961.and adjusted by the National Geodetic Survey in March 1998..
 PD0961
 PD0961.The orthometric height was scaled from a topographic map.
 PD0961
 PD0961.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0961
 PD0961.The geoid height was determined by GEOID03.
 PD0961
 PD0961;                    North         East     Units Scale Factor Converg.
 PD0961;SPC ME E     -   110,812.025   403,202.751   MT  1.00003094   +0 54 52.9
 PD0961;UTM  19      - 4,946,384.684   642,814.300   MT  0.99985082   +1 15 58.5
 PD0961
 PD0961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0961!SPC ME E     -   0.99999679  x   1.00003094  =   1.00002773
 PD0961!UTM  19      -   0.99999679  x   0.99985082  =   0.99984761
 PD0961
 PD0961:                Primary Azimuth Mark                     Grid Az
 PD0961:SPC ME E     -  LITTLE RIVER LIGHTHOUSE TOWER            139 44 26.9
 PD0961:UTM  19      -  LITTLE RIVER LIGHTHOUSE TOWER            139 23 21.3
 PD0961
 PD0961|---------------------------------------------------------------------|
 PD0961| PID    Reference Object                     Distance      Geod. Az  |
 PD0961|                                                           dddmmss.s |
 PD0961| PD0960 LITTLE RIVER LIGHTHOUSE TOWER       APPROX. 0.8 KM 1403919.8 |
 PD0961| PD0955 OLD MAN                             APPROX. 5.1 KM 2155749.9 |
 PD0961| PD0962 ACKLEYS HOUSE CHIMNEY               APPROX. 1.7 KM 2615211.6 |
 PD0961| PD0963 METHODIST CHURCH WASH CO            APPROX. 1.7 KM 2815701.5 |
 PD0961| PD0964 COLVILLE                            APPROX. 1.6 KM 2850201.4 |
 PD0961|---------------------------------------------------------------------|
 PD0961
 PD0961                          SUPERSEDED SURVEY CONTROL
 PD0961
 PD0961  NAD 83(1992)-  44 39 23.83495(N)    067 11 55.38162(W) AD(       ) 3
 PD0961  NAD 83(1986)-  44 39 23.83122(N)    067 11 55.38399(W) AD(       ) 3
 PD0961  NAD 27      -  44 39 23.54000(N)    067 11 57.45100(W) AD(       ) 3
 PD0961
 PD0961.Superseded values are not recommended for survey control.
 PD0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0961.See file dsdata.txt to determine how the superseded data were derived.
 PD0961
 PD0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK4281446385(NAD 83)
 PD0961
 PD0961  HISTORY     - Date     Condition        Report By
 PD0961  HISTORY     - 1863     MONUMENTED       COASUR
 PD0961  HISTORY     - 1913     SEE DESCRIPTION  CGS
 PD0961  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0961
 PD0961                          STATION DESCRIPTION
 PD0961
 PD0961'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 PD0961'STATION IS ON THE HIGHEST POINT OF A HILL KNOWN AS THE LOOKOUT,
 PD0961'WHICH IS LOCATED JUST N OF THE MOUTH OF LITTLE RIVER AND NEAR THE
 PD0961'EASTERN EDGE OF THE VILLAGE OF CUTLER.  THE HILL IS COVERED WITH A
 PD0961'DENSE GROWTH OF TREES AND CUTTING WOULD BE REQUIRED TO OPEN ANY
 PD0961'LINES.  THE STATION IS ON THE HIGHEST POINT OF A BARE FLAT LEDGE
 PD0961'AND IS MARKED BY A DRILL HOLE IN THE ROCK.
 PD0961
 PD0961                          STATION RECOVERY (1946)
 PD0961
 PD0961'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0961'STATION RECOVERED.  A CAIRN WAS BUILT OVER THE DRILL HOLE MARKING
 PD0961'THE STATION.  THE 1913 DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0384 ***********************************************************************
 OB0384  DESIGNATION -  LOOKOUT HILL 1866
 OB0384  PID         -  OB0384
 OB0384  STATE/COUNTY-  ME/LINCOLN
 OB0384  USGS QUAD   -  NEW HARBOR (1973)
 OB0384
 OB0384                         *CURRENT SURVEY CONTROL
 OB0384  ___________________________________________________________________
 OB0384* NAD 83(1996)-  43 52 20.24452(N)    069 29 55.09266(W)     ADJUSTED  
 OB0384* NAVD 88     -        34.     (meters)     112.     (feet)  SCALED    
 OB0384  ___________________________________________________________________
 OB0384  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 OB0384  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 OB0384
 OB0384  HORZ ORDER  -  THIRD
 OB0384
 OB0384.The horizontal coordinates were established by classical geodetic methods
 OB0384.and adjusted by the National Geodetic Survey in March 1998..
 OB0384
 OB0384.The orthometric height was scaled from a topographic map.
 OB0384
 OB0384.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0384
 OB0384.The geoid height was determined by GEOID03.
 OB0384
 OB0384;                    North         East     Units Scale Factor Converg.
 OB0384;SPC ME W     -   115,640.794   953,693.184   MT  1.00000211   +0 27 46.8
 OB0384;SPC ME E     -    23,328.858   219,739.392   MT  0.99997921   -0 41 31.7
 OB0384;UTM  19      - 4,857,809.371   459,936.561   MT  0.99961974   -0 20 44.1
 OB0384
 OB0384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0384!SPC ME W     -   0.99999869  x   1.00000211  =   1.00000080
 OB0384!SPC ME E     -   0.99999869  x   0.99997921  =   0.99997790
 OB0384!UTM  19      -   0.99999869  x   0.99961974  =   0.99961843
 OB0384
 OB0384:                Primary Azimuth Mark                     Grid Az
 OB0384:SPC ME W     -  DAVIS 1859                               065 42 52.7
 OB0384:SPC ME E     -  DAVIS 1859                               066 52 11.2
 OB0384:UTM  19      -  DAVIS 1859                               066 31 23.6
 OB0384
 OB0384|---------------------------------------------------------------------|
 OB0384| PID    Reference Object                     Distance      Geod. Az  |
 OB0384|                                                           dddmmss.s |
 OB0384| OB0398 DAVIS 1859                          APPROX.10.1 KM 0661039.5 |
 OB0384| OB0385 MC FARLANDS THOMAS HOUSE CHIM       APPROX. 0.8 KM 1235131.1 |
 OB0384|---------------------------------------------------------------------|
 OB0384
 OB0384                          SUPERSEDED SURVEY CONTROL
 OB0384
 OB0384  NAD 83(1992)-  43 52 20.24396(N)    069 29 55.08424(W) AD(       ) 3
 OB0384  NAD 83(1986)-  43 52 20.24912(N)    069 29 55.09032(W) AD(       ) 3
 OB0384  NAD 27      -  43 52 19.94900(N)    069 29 56.90500(W) AD(       ) 3
 OB0384
 OB0384.Superseded values are not recommended for survey control.
 OB0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0384.See file dsdata.txt to determine how the superseded data were derived.
 OB0384
 OB0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ5993757809(NAD 83)
 OB0384
 OB0384  HISTORY     - Date     Condition        Report By
 OB0384  HISTORY     - 1866     MONUMENTED       COASUR
 OB0384  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0384  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OB0384
 OB0384                          STATION DESCRIPTION
 OB0384
 OB0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (HOF)
 OB0384'A SEARCH WAS MADE AND A DRILL HOLE FOUND IN A ROCKY LEDGE IN THE
 OB0384'VICINITY OF THE OLD STATION.
 OB0384'
 OB0384'COMPLETE NEW DESCRIPTION--
 OB0384'
 OB0384'STATION IS A DRILL HOLE IN THE HIGHEST PART OF A ROCKY LEDGE,
 OB0384'DIRECTLY S OF A 2-STORY L-SHAPED WHITE HOUSE, IN THE TOWN OF NEW
 OB0384'HARBOR, ABOUT 190 METERS SE OF THE METHODIST EPISCOPAL CHURCH IN
 OB0384'NEW HARBOR, 16 METERS SW OF THE S FACE OF A SMALL STRUCTURE BUILT
 OB0384'ON THE S FACE OF THE HOUSE, 13.3 METERS S OF THE SW CORNER OF
 OB0384'HOUSE, AND 6.5 METERS N OF THE SMALLEST OF A SERIES OF BARE
 OB0384'ROCKS.
 OB0384'
 OB0384'TO REACH GO ABOUT 125 METERS AFTER PASSING METHODIST EPISCOPAL
 OB0384'CHURCH ON PAVED ROAD, TURNING LEFT ALL THE TIME, UNTIL THE
 OB0384'FIRST DIRT ROAD ON THE RIGHT, THEN TURN AND FOLLOW ROAD ABOUT 80
 OB0384'METERS TO WHITE HOUSE.
 OB0384
 OB0384                          STATION RECOVERY (1953)
 OB0384
 OB0384'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (PT)
 OB0384'THE DRILL HOLE WAS RECOVERED AS DESCRIBED.  THE 1942 DESCRIPTION
 OB0384'IS ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1155 ***********************************************************************
 PD1155  DESIGNATION -  LOOKS JOE HOUSE CHIM REEF PT
 PD1155  PID         -  PD1155
 PD1155  STATE/COUNTY-  ME/WASHINGTON
 PD1155  USGS QUAD   -  HARRINGTON (1975)
 PD1155
 PD1155                         *CURRENT SURVEY CONTROL
 PD1155  ___________________________________________________________________
 PD1155* NAD 83(1996)-  44 34 18.45354(N)    067 44 59.48953(W)     ADJUSTED  
 PD1155* NAVD 88     -                                                        
 PD1155  ___________________________________________________________________
 PD1155  LAPLACE CORR-           5.59  (seconds)                    DEFLEC99
 PD1155  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 PD1155
 PD1155  HORZ ORDER  -  THIRD
 PD1155
 PD1155.The horizontal coordinates were established by classical geodetic methods
 PD1155.and adjusted by the National Geodetic Survey in March 1998..
 PD1155
 PD1155
 PD1155.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1155
 PD1155.The geoid height was determined by GEOID03.
 PD1155
 PD1155;                    North         East     Units Scale Factor Converg.
 PD1155;SPC ME E     -   100,836.352   359,579.263   MT  0.99994364   +0 31 35.3
 PD1155;UTM  19      - 4,936,143.824   599,261.556   MT  0.99972116   +0 52 38.7
 PD1155
 PD1155                          SUPERSEDED SURVEY CONTROL
 PD1155
 PD1155  NAD 83(1992)-  44 34 18.45016(N)    067 44 59.48894(W) AD(       ) 4
 PD1155  NAD 83(1986)-  44 34 18.44648(N)    067 44 59.49212(W) AD(       ) 4
 PD1155  NAD 27      -  44 34 18.16900(N)    067 45 01.49600(W) AD(       ) 3
 PD1155
 PD1155.Superseded values are not recommended for survey control.
 PD1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1155.See file dsdata.txt to determine how the superseded data were derived.
 PD1155
 PD1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK9926236144(NAD 83)
 PD1155
 PD1155  HISTORY     - Date     Condition        Report By
 PD1155  HISTORY     - UNK      MONUMENTED
 PD1155  HISTORY     - 1913     SEE DESCRIPTION  CGS
 PD1155
 PD1155                          STATION DESCRIPTION
 PD1155
 PD1155'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 PD1155'THE CHIMNEY ON THE OLD HOUSE ON REEF POINT, WHICH IS ABOUT 150
 PD1155'METERS FROM THE SHORE TO THE W AND ALSO S OF THE HOUSE, AND
 PD1155'ABOUT 200 METERS FROM THE N SHORE.  REEF POINT IS A LITTLE MORE
 PD1155'THAN 3 MILES N OF ADDISON POINT ON THE E SIDE OF PLEASANT RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1635 ***********************************************************************
 QF1635  DESIGNATION -  LOOSE ECC
 QF1635  PID         -  QF1635
 QF1635  STATE/COUNTY-  ME/WASHINGTON
 QF1635  USGS QUAD   -  FOREST CITY (1988)
 QF1635
 QF1635                         *CURRENT SURVEY CONTROL
 QF1635  ___________________________________________________________________
 QF1635* NAD 83(1996)-  45 39 45.26433(N)    067 41 50.51479(W)     ADJUSTED  
 QF1635* NAVD 88     -       116.     (meters)     381.     (feet)  SCALED    
 QF1635  ___________________________________________________________________
 QF1635  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 QF1635  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 QF1635
 QF1635  HORZ ORDER  -  THIRD
 QF1635
 QF1635.The horizontal coordinates were established by classical geodetic methods
 QF1635.and adjusted by the National Geodetic Survey in March 1998..
 QF1635
 QF1635.The orthometric height was scaled from a topographic map.
 QF1635
 QF1635.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1635
 QF1635.The geoid height was determined by GEOID03.
 QF1635
 QF1635;                    North         East     Units Scale Factor Converg.
 QF1635;SPC ME E     -   222,086.756   362,545.291   MT  0.99994808   +0 34 26.7
 QF1635;UTM  19      - 5,057,383.333   601,477.204   MT  0.99972660   +0 55 54.4
 QF1635
 QF1635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1635!SPC ME E     -   0.99998557  x   0.99994808  =   0.99993365
 QF1635!UTM  19      -   0.99998557  x   0.99972660  =   0.99971218
 QF1635
 QF1635|---------------------------------------------------------------------|
 QF1635| PID    Reference Object                     Distance      Geod. Az  |
 QF1635|                                                           dddmmss.s |
 QF1635| QF1634 LOOSE IBC                             9.387 METERS 00019     |
 QF1635| CE8932 LOOSE ECC RM                                       04145     |
 QF1635| QF1731 REFERENCE MON 83 ECC                426.601 METERS 1533311.1 |
 QF1635|---------------------------------------------------------------------|
 QF1635
 QF1635                          SUPERSEDED SURVEY CONTROL
 QF1635
 QF1635  NAD 83(1992)-  45 39 45.26127(N)    067 41 50.51294(W) AD(       ) 3
 QF1635  NAD 83(1986)-  45 39 45.26560(N)    067 41 50.52800(W) AD(       ) 3
 QF1635  NAD 27      -  45 39 45.04900(N)    067 41 52.50500(W) AD(       ) 3
 QF1635
 QF1635.Superseded values are not recommended for survey control.
 QF1635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1635.See file dsdata.txt to determine how the superseded data were derived.
 QF1635
 QF1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL0147757383(NAD 83)
 QF1635_MARKER: H = DRILL HOLE
 QF1635_SETTING: 80 = SET IN A BOULDER
 QF1635_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 QF1635
 QF1635  HISTORY     - Date     Condition        Report By
 QF1635  HISTORY     - 1946     MONUMENTED       IBC
 QF1635
 QF1635                          STATION DESCRIPTION
 QF1635
 QF1635'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF1635'ON THE BEACH, 8 FEET OUTSIDE THE TREE LINE, IN THE EDGE OF THE
 QF1635'BUSHES.  MARK WAS A SHALLOW HOLE IN A SMALL ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1634 ***********************************************************************
 QF1634  DESIGNATION -  LOOSE IBC
 QF1634  PID         -  QF1634
 QF1634  STATE/COUNTY-  ME/WASHINGTON
 QF1634  USGS QUAD   -  FOREST CITY (1988)
 QF1634
 QF1634                         *CURRENT SURVEY CONTROL
 QF1634  ___________________________________________________________________
 QF1634* NAD 83(1996)-  45 39 45.56837(N)    067 41 50.51238(W)     ADJUSTED  
 QF1634* NAVD 88     -       116.     (meters)     381.     (feet)  SCALED    
 QF1634  ___________________________________________________________________
 QF1634  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 QF1634  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 QF1634
 QF1634  HORZ ORDER  -  THIRD
 QF1634
 QF1634.The horizontal coordinates were established by classical geodetic methods
 QF1634.and adjusted by the National Geodetic Survey in March 1998..
 QF1634
 QF1634.The orthometric height was scaled from a topographic map.
 QF1634
 QF1634.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1634
 QF1634.The geoid height was determined by GEOID03.
 QF1634
 QF1634;                    North         East     Units Scale Factor Converg.
 QF1634;SPC ME E     -   222,096.142   362,545.249   MT  0.99994808   +0 34 26.7
 QF1634;UTM  19      - 5,057,392.717   601,477.103   MT  0.99972660   +0 55 54.4
 QF1634
 QF1634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1634!SPC ME E     -   0.99998557  x   0.99994808  =   0.99993365
 QF1634!UTM  19      -   0.99998557  x   0.99972660  =   0.99971218
 QF1634
 QF1634:                Primary Azimuth Mark                     Grid Az
 QF1634:SPC ME E     -  REFERENCE MON 83=STRAIGHT                153 02 17.5
 QF1634:UTM  19      -  REFERENCE MON 83=STRAIGHT                152 40 49.8
 QF1634
 QF1634|---------------------------------------------------------------------|
 QF1634| PID    Reference Object                     Distance      Geod. Az  |
 QF1634|                                                           dddmmss.s |
 QF1634| QF1730 REFERENCE MON 83=STRAIGHT           437.184 METERS 1533644.2 |
 QF1634|---------------------------------------------------------------------|
 QF1634
 QF1634                          SUPERSEDED SURVEY CONTROL
 QF1634
 QF1634  NAD 83(1992)-  45 39 45.56531(N)    067 41 50.51053(W) AD(       ) 3
 QF1634  NAD 83(1986)-  45 39 45.56965(N)    067 41 50.52559(W) AD(       ) 3
 QF1634  NAD 27      -  45 39 45.35061(N)    067 41 52.50268(W) AD(       ) 3
 QF1634
 QF1634.Superseded values are not recommended for survey control.
 QF1634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1634.See file dsdata.txt to determine how the superseded data were derived.
 QF1634
 QF1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL0147757393(NAD 83)
 QF1634_MARKER: DD = SURVEY DISK
 QF1634_SETTING: 80 = SET IN A BOULDER
 QF1634_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF1634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1634+STABILITY: SURFACE MOTION
 QF1634
 QF1634  HISTORY     - Date     Condition        Report By
 QF1634  HISTORY     - 1912     MONUMENTED       IBC
 QF1634  HISTORY     - 1955     SEE DESCRIPTION  IBC
 QF1634  HISTORY     - 1972     GOOD             IBC
 QF1634
 QF1634                          STATION DESCRIPTION
 QF1634
 QF1634'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (AJB)
 QF1634'ON THE E SHORE OF SPEDNIK LAKE, ON THE BEND OF THE SHORE OPPOSITE
 QF1634'FOREST CITY LANDING.  IT IS IN THE EDGE OF THE BUSHES ON HIGH - WATER
 QF1634'LINE AND ABOUT 75 FEET S OF TWO LARGE ROCKS ON THE BEACH JUST INSIDE
 QF1634'LOW - WATER LINE.  IT IS ON A ROCK 6 BY 4 AND 1 FOOT HIGH WHICH IS
 QF1634'NOT EMBEDDED MUCH IN GROUND.
 QF1634'
 QF1634'STATION MARK IS A COPPER DISK SET IN A DRILL HOLE IN THE ROCK.  A
 QF1634'CROSS WITHIN A TRIANGLE IS CUT IN A ROCK 3.69 METERS S AND LAKEWARD
 QF1634'FROM THE STATION.  A LIKE MARK IS CUT IN A BIG ROCK 13.88 METERS S
 QF1634'AND INLAND FROM THE STATION AND ANOTHER LIKE MARK IS CUT IN A BIG
 QF1634'ROCK 6.60 METERS N AND INLAND FROM THE STATION.
 QF1634
 QF1634                          STATION RECOVERY (1955)
 QF1634
 QF1634'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1634'STATION RECOVERED IN GOOD CONDITION.
 QF1634
 QF1634                          STATION RECOVERY (1972)
 QF1634
 QF1634'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1634'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1825 ***********************************************************************
 PE1825  DESIGNATION -  LOP 1944
 PE1825  PID         -  PE1825
 PE1825  STATE/COUNTY-  ME/HANCOCK
 PE1825  USGS QUAD   -  BASS HARBOR (1983)
 PE1825
 PE1825                         *CURRENT SURVEY CONTROL
 PE1825  ___________________________________________________________________
 PE1825* NAD 83(1996)-  44 13 36.62816(N)    068 21 53.02808(W)     ADJUSTED  
 PE1825* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 PE1825  ___________________________________________________________________
 PE1825  LAPLACE CORR-           4.31  (seconds)                    DEFLEC99
 PE1825  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 PE1825
 PE1825  HORZ ORDER  -  THIRD
 PE1825
 PE1825.The horizontal coordinates were established by classical geodetic methods
 PE1825.and adjusted by the National Geodetic Survey in March 1998..
 PE1825
 PE1825.The orthometric height was scaled from a topographic map.
 PE1825
 PE1825.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1825
 PE1825.The geoid height was determined by GEOID03.
 PE1825
 PE1825;                    North         East     Units Scale Factor Converg.
 PE1825;SPC ME E     -    62,244.335   310,806.987   MT  0.99990144   +0 05 39.7
 PE1825;UTM  19      - 4,897,264.287   550,737.783   MT  0.99963166   +0 26 35.2
 PE1825
 PE1825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1825!SPC ME E     -   1.00000196  x   0.99990144  =   0.99990340
 PE1825!UTM  19      -   1.00000196  x   0.99963166  =   0.99963362
 PE1825
 PE1825:                Primary Azimuth Mark                     Grid Az
 PE1825:SPC ME E     -  SWAN ISLAND CHURCH SPIRE                 212 34 06.9
 PE1825:UTM  19      -  SWAN ISLAND CHURCH SPIRE                 212 13 11.4
 PE1825
 PE1825|---------------------------------------------------------------------|
 PE1825| PID    Reference Object                     Distance      Geod. Az  |
 PE1825|                                                           dddmmss.s |
 PE1825| PE1857 SWAN ISLAND CHURCH SPIRE            APPROX. 7.2 KM 2123946.6 |
 PE1825| PE1849 SHIP AND BARGE BEACON               APPROX. 5.3 KM 2684030.4 |
 PE1825|---------------------------------------------------------------------|
 PE1825
 PE1825                          SUPERSEDED SURVEY CONTROL
 PE1825
 PE1825  NAD 83(1992)-  44 13 36.63454(N)    068 21 53.01822(W) AD(       ) 3
 PE1825  NAD 83(1986)-  44 13 36.63510(N)    068 21 53.02367(W) AD(       ) 3
 PE1825  NAD 27      -  44 13 36.32500(N)    068 21 54.95000(W) AD(       ) 3
 PE1825
 PE1825.Superseded values are not recommended for survey control.
 PE1825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1825.See file dsdata.txt to determine how the superseded data were derived.
 PE1825
 PE1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ5073897264(NAD 83)
 PE1825
 PE1825  HISTORY     - Date     Condition        Report By
 PE1825  HISTORY     - 1944     MONUMENTED       CGS
 PE1825  HISTORY     - 1956     SEE DESCRIPTION  CGS
 PE1825  HISTORY     - 1988     GOOD             USPSQD
 PE1825
 PE1825                          STATION DESCRIPTION
 PE1825
 PE1825'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1825'STATION IS A STANDARD TOPOGRAPHIC DISC, STAMPED LOP, 1944, SET IN
 PE1825'DRILL HOLE IN LEDGE ROCK, LOCATED ON LOPAUS POINT, WHICH FORMS
 PE1825'THE WESTERN SIDE OF BASS HARBOR.  STATION IS ON THE MOST
 PE1825'SOUTHERLY TIP OF POINT, 15.9 METERS S.S.W. OF CENTER OF SOUTH
 PE1825'SIDE OF LOG CABIN, 2.7 METERS WEST OF EXTENDED LINE OF WEST
 PE1825'SIDE OF LOG CABIN, 2 METERS S.W. OF GNARLED 24 IN EVERGREEN
 PE1825'TREE, AND 10 METERS BACK OF MEAN HIGH-WATER LINE.
 PE1825'
 PE1825'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK 4 FEET.
 PE1825
 PE1825                          STATION RECOVERY (1956)
 PE1825
 PE1825'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 PE1825'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 PE1825'DESCRIPTION IS ADEQUATE AND COMPLETE WITH THE FOLLOWING ADDITION--
 PE1825'
 PE1825'THE STATION IS MARKED BY A STANDARD TOPOGRAPHIC DISK, STAMPED
 PE1825'LOP 1944.
 PE1825
 PE1825                          STATION RECOVERY (1988)
 PE1825
 PE1825'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE1825'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2106 ***********************************************************************
 OC2106  TIDAL BM    -  This is a Tidal Bench Mark.
 OC2106  DESIGNATION -  LORD
 OC2106  PID         -  OC2106
 OC2106  STATE/COUNTY-  ME/YORK
 OC2106  USGS QUAD   -  WELLS (1979)
 OC2106
 OC2106                         *CURRENT SURVEY CONTROL
 OC2106  ___________________________________________________________________
 OC2106* NAD 83(1996)-  43 19 10.87208(N)    070 34 19.23105(W)     ADJUSTED  
 OC2106* NAVD 88     -         2.7    (meters)       9.     (feet)  VERTCON   
 OC2106  ___________________________________________________________________
 OC2106  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 OC2106  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 OC2106
 OC2106  HORZ ORDER  -  SECOND
 OC2106
 OC2106.The horizontal coordinates were established by classical geodetic methods
 OC2106.and adjusted by the National Geodetic Survey in March 1998..
 OC2106
 OC2106.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2106
 OC2106.This Tidal Bench Mark is designated as VM 15922
 OC2106.by the Center for Operational Oceanographic Products and Services.
 OC2106
 OC2106.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2106
 OC2106.The geoid height was determined by GEOID03.
 OC2106
 OC2106;                    North         East     Units Scale Factor Converg.
 OC2106;SPC ME W     -    54,109.041   867,120.974   MT  0.99997996   -0 16 41.1
 OC2106;UTM  19      - 4,797,516.291   372,533.487   MT  0.99979987   -1 04 43.1
 OC2106
 OC2106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2106!SPC ME W     -   1.00000373  x   0.99997996  =   0.99998369
 OC2106!UTM  19      -   1.00000373  x   0.99979987  =   0.99980360
 OC2106
 OC2106:                Primary Azimuth Mark                     Grid Az
 OC2106:SPC ME W     -  LORD AZ MK                               042 34 34.8
 OC2106:UTM  19      -  LORD AZ MK                               043 22 36.8
 OC2106
 OC2106|---------------------------------------------------------------------|
 OC2106| PID    Reference Object                     Distance      Geod. Az  |
 OC2106|                                                           dddmmss.s |
 OC2106| CE8294 LORD AZ MK                                         0421753.7 |
 OC2106| OC2105 LORD RM 1                             9.576 METERS 13635     |
 OC2106| OC2083 WELLS FIRST CONG CHURCH SPIRE       APPROX. 2.3 KM 2100253.2 |
 OC2106|---------------------------------------------------------------------|
 OC2106
 OC2106                          SUPERSEDED SURVEY CONTROL
 OC2106
 OC2106  NAD 83(1992)-  43 19 10.87079(N)    070 34 19.23217(W) AD(       ) 2
 OC2106  NAD 83(1986)-  43 19 10.87600(N)    070 34 19.23869(W) AD(       ) 2
 OC2106  NAD 27      -  43 19 10.56397(N)    070 34 21.05830(W) AD(       ) 2
 OC2106  NGVD 29 (07/19/86)    2.9    (m)           10.     (f) VERT ANG       
 OC2106
 OC2106.Superseded values are not recommended for survey control.
 OC2106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2106.See file dsdata.txt to determine how the superseded data were derived.
 OC2106
 OC2106_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH7253397516(NAD 83)
 OC2106_MARKER: DD = SURVEY DISK
 OC2106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC2106_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC2106
 OC2106  HISTORY     - Date     Condition        Report By
 OC2106  HISTORY     - 1975     MONUMENTED       MEDT
 OC2106
 OC2106                          STATION DESCRIPTION
 OC2106
 OC2106'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975 (RCA)
 OC2106'THE STATION IS LOCATED IN THE EASTERN PART OF WELLS, ABOUT 4.75
 OC2106'MILES SOUTH-SOUTHWEST OF KENNEBUNK, 8.25 MILES EAST OF NORTH
 OC2106'BERWICK, AND 5.5 MILES NORTH-NORTHEAST OF OGUNQUIT.
 OC2106'
 OC2106'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 9, 109,
 OC2106'AND U.S. ROUTE 1 IN THE TOWN OF WELLS, GO NORTH ON U.S. ROUTE 1
 OC2106'FOR 150 FEET.  TURN RIGHT ONTO THE LOWER LANDING ROAD AND GO
 OC2106'EAST-SOUTHEAST FOR 0.5 MILES TO THE STATION ON THE RIGHT.
 OC2106'
 OC2106'THE STATION MARK IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 OC2106'DISK STAMPED LORD 1975, SET IN A CYLINDRICAL CONCRETE POST
 OC2106'(12-INCH), THAT IS SET FLUSH WITH THE GROUND SURFACE.  THE
 OC2106'SUBSURFACE STATION MARK IS A 2-INCH IN DIAMETER BRASS PLUG SET
 OC2106'IN AN IRREGULAR MASS OF CONCRETE ABOUT 40 INCHES BELOW THE
 OC2106'SURFACE OF THE GROUND.  IT IS STAMPED LORD 1975.  THE STATION IS
 OC2106'35 FEET SOUTH-SOUTHWEST OF LOWER LANDING ROAD CENTERLINE, AND
 OC2106'38.7 FEET WEST OF POWER POLE NUMBER 20, AND 37.4 FEET NORTH OF
 OC2106'A CABLE POLE.
 OC2106'
 OC2106'REFERENCE MARK 1 IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 OC2106'DISK STAMPED LORD RM 1 1975, SET IN A 12-INCH CLYINDRICAL CONCRETE
 OC2106'POST THAT IS SET FLUSH WITH THE GROUND SURFACE.  IT IS 30.5 FEET
 OC2106'SOUTHWEST OF POWER POLE NUMBER 20, AND 21.4 FEET EAST-NORTHEAST
 OC2106'OF A CABLE POLE, AND 53.2 FEET SOUTH-SOUTHWEST OF THE LOWER
 OC2106'LANDING ROAD CENTERLINE.
 OC2106'
 OC2106'THE AZIMUTH MARK IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 OC2106'DISK STAMPED LORD AZ MK 1975, SET IN A 12-INCH CYLINDRICAL
 OC2106'CONCRETE POST THAT IS SET FLUSH WITH THE GROUND SURFACE.  IT IS
 OC2106'18.2 FEET SOUTH-SOUTHWEST OF THE DRAKE ISLAND ROAD CENTERLINE,
 OC2106'AND 73.4 FEET SOUTH OF POWER POLE NUMBER J27, AND 4.0 FEET
 OC2106'NORTHWEST OF THE WEST END GUARD RAIL POST TOP, AND 5.5 FEET
 OC2106'NORTHEAST OF THE TOP FACE OF THE ROCK RETAINING WALL.
 OC2106'
 OC2106'TO REACH THE AZIMUTH MARK FROM THE STATION, GO 0.5 MILES
 OC2106'WEST-NORTHWEST ON THE LOWER LANDING ROAD TO THE JUNCTION OF
 OC2106'U.S. ROUTE 1.  TURN RIGHT, GO 1.05 MILES ON U.S. ROUTE 1 TO THE
 OC2106'JUNCTION OF DRAKES ISLAND ROAD.  TURN RIGHT, GO EAST FOR 0.65
 OC2106'MILES ON THE DRAKES ISLAND ROAD TO THE AZIMUTH MARK ON THE RIGHT.
 OC2106'
 OC2106'ONLY ONE REFERENCE MARK WAS ESTABLISHED AT THIS TIME.
 OC2106'
 OC2106'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2105 ***********************************************************************
 OC2105  DESIGNATION -  LORD RM 1
 OC2105  PID         -  OC2105
 OC2105  STATE/COUNTY-  ME/YORK
 OC2105  USGS QUAD   -  WELLS (1979)
 OC2105
 OC2105                         *CURRENT SURVEY CONTROL
 OC2105  ___________________________________________________________________
 OC2105* NAD 83(1996)-  43 19 10.64670(N)    070 34 18.93896(W)     ADJUSTED  
 OC2105* NAVD 88     -         2.8    (meters)       9.     (feet)  VERTCON   
 OC2105  ___________________________________________________________________
 OC2105  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 OC2105  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 OC2105
 OC2105  HORZ ORDER  -  SECOND
 OC2105
 OC2105.The horizontal coordinates were established by classical geodetic methods
 OC2105.and adjusted by the National Geodetic Survey in March 1998..
 OC2105
 OC2105.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2105
 OC2105.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2105
 OC2105.The geoid height was determined by GEOID03.
 OC2105
 OC2105;                    North         East     Units Scale Factor Converg.
 OC2105;SPC ME W     -    54,102.054   867,127.521   MT  0.99997995   -0 16 40.9
 OC2105;UTM  19      - 4,797,509.215   372,539.935   MT  0.99979985   -1 04 42.9
 OC2105
 OC2105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2105!SPC ME W     -   1.00000371  x   0.99997995  =   0.99998366
 OC2105!UTM  19      -   1.00000371  x   0.99979985  =   0.99980356
 OC2105
 OC2105:                Primary Azimuth Mark                     Grid Az
 OC2105:SPC ME W     -  COLES HILL RESET                         001 36 37.8
 OC2105:UTM  19      -  COLES HILL RESET                         002 24 39.8
 OC2105
 OC2105|---------------------------------------------------------------------|
 OC2105| PID    Reference Object                     Distance      Geod. Az  |
 OC2105|                                                           dddmmss.s |
 OC2105| OC2103 COLES HILL RESET                    APPROX. 2.6 KM 0011956.9 |
 OC2105| OC2106 LORD                                  9.576 METERS 31635     |
 OC2105|---------------------------------------------------------------------|
 OC2105
 OC2105                          SUPERSEDED SURVEY CONTROL
 OC2105
 OC2105  NAD 83(1992)-  43 19 10.64541(N)    070 34 18.94008(W) AD(       ) 2
 OC2105  NAD 83(1986)-  43 19 10.65062(N)    070 34 18.94661(W) AD(       ) 2
 OC2105  NAD 27      -  43 19 10.33878(N)    070 34 20.76647(W) AD(       ) 2
 OC2105  NGVD 29 (07/19/86)    3.0    (m)           10.     (f) VERT ANG       
 OC2105
 OC2105.Superseded values are not recommended for survey control.
 OC2105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2105.See file dsdata.txt to determine how the superseded data were derived.
 OC2105
 OC2105_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH7254097509(NAD 83)
 OC2105_MARKER: DD = SURVEY DISK
 OC2105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC2105_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC2105
 OC2105  HISTORY     - Date     Condition        Report By
 OC2105  HISTORY     - 1975     MONUMENTED       MEDT
 OC2105
 OC2105                          STATION DESCRIPTION
 OC2105
 OC2105'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975 (RCA)
 OC2105'MARK IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION DISK STAMPED
 OC2105'LORD RM 1 1975, SET IN A 12 INCH CYLINDRICAL CONCRETE POST THAT
 OC2105'IS SET FLUSH WITH THE GROUND SURFACE.  IT IS 30.5 FEET SOUTHWEST
 OC2105'OF POWER POLE NUMBER 20, AND 21.4 FEET EAST NORTHEAST OF A CABLE
 OC2105'POLE, AND 53.2 FEET SOUTH SOUTHWEST OF THE LOWER LANDING
 OC2105'ROAD CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0741 ***********************************************************************
 RE0741  DESIGNATION -  LORING
 RE0741  PID         -  RE0741
 RE0741  STATE/COUNTY-  ME/AROOSTOOK
 RE0741  USGS QUAD   -  FORT FAIRFIELD NW (1978)
 RE0741
 RE0741                         *CURRENT SURVEY CONTROL
 RE0741  ___________________________________________________________________
 RE0741* NAD 83(1996)-  46 56 43.38791(N)    067 54 07.14129(W)     ADJUSTED  
 RE0741* NAVD 88     -       219.     (meters)     719.     (feet)  SCALED    
 RE0741  ___________________________________________________________________
 RE0741  LAPLACE CORR-           5.48  (seconds)                    DEFLEC99
 RE0741  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 RE0741
 RE0741  HORZ ORDER  -  FIRST
 RE0741
 RE0741.The horizontal coordinates were established by classical geodetic methods
 RE0741.and adjusted by the National Geodetic Survey in March 1998..
 RE0741
 RE0741.The orthometric height was scaled from a topographic map.
 RE0741
 RE0741.The Laplace correction was computed from DEFLEC99 derived deflections.
 RE0741
 RE0741.The geoid height was determined by GEOID03.
 RE0741
 RE0741;                    North         East     Units Scale Factor Converg.
 RE0741;SPC ME E     -   364,526.624   345,524.445   MT  0.99992546   +0 26 13.1
 RE0741;UTM  19      - 5,199,680.134   583,562.007   MT  0.99968582   +0 48 08.5
 RE0741
 RE0741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RE0741!SPC ME E     -   0.99996932  x   0.99992546  =   0.99989479
 RE0741!UTM  19      -   0.99996932  x   0.99968582  =   0.99965515
 RE0741
 RE0741|---------------------------------------------------------------------|
 RE0741| PID    Reference Object                     Distance      Geod. Az  |
 RE0741|                                                           dddmmss.s |
 RE0741| DA5472 LORING RM 1                          26.633 METERS 05415     |
 RE0741| RE0733 CASWELL AF STA E RADOME OF 4        APPROX. 5.8 KM 0621317.8 |
 RE0741| DA5471 LORING AZ MK                                       0793706.5 |
 RE0741| RE0743 LORING AFB CONTROL TOWER            APPROX. 0.8 KM 0970940.8 |
 RE0741| RE0742 LORING AFB WATER TANK BEACON        APPROX. 0.9 KM 1381837.3 |
 RE0741| RE0740 LORING AFB HOSPITAL WATER TANK      APPROX. 1.5 KM 2201514.4 |
 RE0741| DA5473 LORING RM 2                          26.737 METERS 32340     |
 RE0741|---------------------------------------------------------------------|
 RE0741
 RE0741                          SUPERSEDED SURVEY CONTROL
 RE0741
 RE0741  NAD 83(1992)-  46 56 43.38609(N)    067 54 07.13769(W) AD(       ) 1
 RE0741  NAD 83(1986)-  46 56 43.38464(N)    067 54 07.13781(W) AD(       ) 1
 RE0741  NAD 27      -  46 56 43.23000(N)    067 54 09.07690(W) AD(       ) 1
 RE0741
 RE0741.Superseded values are not recommended for survey control.
 RE0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0741.See file dsdata.txt to determine how the superseded data were derived.
 RE0741
 RE0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM8356299680(NAD 83)
 RE0741_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RE0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RE0741
 RE0741  HISTORY     - Date     Condition        Report By
 RE0741  HISTORY     - 1960     MONUMENTED       CGS
 RE0741  HISTORY     - 1981     GOOD             DMA
 RE0741
 RE0741                          STATION DESCRIPTION
 RE0741
 RE0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HRL)
 RE0741'STATION IS LOCATED ABOUT 4-1/2 MILES NORTHWEST OF LIMESTONE ON
 RE0741'LORING AIR FORCE BASE.  STATION IS 243 FEET SOUTHWEST OF THE
 RE0741'SOUTHWEST CORNER OF A TAXI STRIP AND 240 FEET SOUTH OF THE
 RE0741'SOUTH EDGE OF A BLACKTOP ROAD.  THE MARK IS A STANDARD DISK SET
 RE0741'FLUSH IN A 12 X 12 INCH CONCRETE MONUMENT WHICH PROJECTS ABOUT
 RE0741'2 INCHES AND THE DISK IS STAMPED LORING 1960.
 RE0741'
 RE0741'TO REACH STATION FROM THE EAST GATE OF LORING AIR FORCE BASE GO
 RE0741'NORTH FOR 0.3 MILE TO POINT WHERE MAIN ROAD CURVES LEFT.  TURN
 RE0741'LEFT AND GO WEST ON SOUTH CAROLINA ROAD FOR 1.0 MILE TO A T
 RE0741'INTERSECTION.  TURN RIGHT AND GO NORTH ON PENNSYLVANIA ROAD FOR
 RE0741'0.85 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO 0.2 MILE TO
 RE0741'GUARD GATE AND RESTRICTED AREA.  PASS THROUGH GATE AND CONTINUE
 RE0741'FOR 0.1 MILE TO TAXI STRIP.  TURN LEFT AND GO 0.15 MILE TO END
 RE0741'OF TAXI STRIP.  BEAR LEFT OFF BLACKTOP FOR 0.05 MILE TO
 RE0741'STATION AS DESCRIBED.
 RE0741'
 RE0741'REFERENCE MARK NO. 1 IS 161 FEET SOUTHWEST OF THE SOUTHWEST
 RE0741'CORNER OF TAXI STRIP.  THE MARK IS A STANDARD DISK SET FLUSH IN
 RE0741'A 12 X 12 INCH CONCRETE MONUMENT WHICH PROJECTS ABOUT 2 INCHES
 RE0741'AND THE DISK IS STAMPED LORING NO 1 1960.
 RE0741'
 RE0741'REFERENCE MARK NO. 2 IS 156 FEET SOUTH OF THE SOUTH EDGE OF
 RE0741'BLACKTOP ROAD.  THE MARK IS A STANDARD DISK SET FLUSH IN A
 RE0741'12 X 12 INCH CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND
 RE0741'AND THE DISK IS STAMPED LORING NO 2 1960.
 RE0741'
 RE0741'AZIMUTH MARK IS 48 FEET WEST OF THE WEST EDGE OF A TAXI STRIP
 RE0741'AND 4 FEET NORTH OF THE NORTH EDGE OF A BLACKTOP ROAD.  THE MARK
 RE0741'IS A STANDARD DISK SET FLUSH IN A 12 X 12 INCH CONCRETE
 RE0741'MONUMENT WHICH IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 RE0741'LORING 1960.  TO REACH AZIMUTH MARK FROM THE STATION GO EAST ON
 RE0741'TAXI STRIP FOR 0.6 MILE TO ANOTHER TAXI STRIP.  TURN LEFT AND GO
 RE0741'0.1 MILE TO A BLACKTOP ROAD ON THE LEFT.  TURN LEFT AND GO 16
 RE0741'PACES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 RE0741'
 RE0741'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 RE0741
 RE0741                          STATION RECOVERY (1981)
 RE0741
 RE0741'RECOVERY NOTE BY DEFENSE MAP AGENCY 1981 (CTG)
 RE0741'LORING 1960 RECOVERED.
 RE0741'
 RE0741'LORING 1 NOT RECOVERED.
 RE0741'
 RE0741'LORING 2 NOT RECOVERED.
 RE0741'
 RE0741'AZ MK NOT RECOVERED.
 RE0741'
 RE0741'STATION WAS RECOVERED, REFERENCE MARKS AND AZ MARK NOT RECOVERED.
 RE0741'
 RE0741'STATION LORING 1960 USC AND GS IS LOCATED APPROXIMATELY 5 MILES WEST
 RE0741'OF LIMESTONE ON LORING AFB APPROXIMATELY 0.1 MILE SOUTH OF HANGAR
 RE0741'8740 IN HEAVILY WOODED AREA.
 RE0741'
 RE0741'TO REACH THE STATION FROM MAIN GATE (WEST) OF LORING AFB ON SAWYER
 RE0741'RD, GO STRAIGHT, EAST, ON CALIFORNIA RD 0.7 MILE TO INTERSECTION
 RE0741'AT RHODE ISLAND RD, CONTINUE STRAIGHT, EAST, 0.4 MILE TO
 RE0741'INTERSECTION AT WISCONSIN RD, TURN LEFT, NORTH, ONTO WISCONSIN RD
 RE0741'AND GO 0.2 MILE TO INTERSECTION AT TEXAS RD.  CONTINUE STRAIGHT,
 RE0741'NORTH, 0.2 MILE TO Y INTERSECTION BEAR LEFT, NORTHWEST, 0.15
 RE0741'MILE TO Y INTERSECTION, GO RIGHT, NORTHEAST, 0.1 MILE PAST
 RE0741'TRANSPORTATION MOTOR POOL HANGAR 8740.  THE STATION IS
 RE0741'APPROXIMATELY 0.1 MILE SOUTH IN WOODS.
 RE0741'
 RE0741'THE STATION MARK IS A USC AND GS DISK, STAMPED LORING 1960 SET FLUSH
 RE0741'IN A CONCRETE MONUMENT 12 X 12 INCHES THAT IS FLUSH TO THE GROUND.
 RE0741'
 RE0741'REFERENCE MARKS LORING 1 AND LORING 2 AND AZ MK COULD NOT BE
 RE0741'RECOVERED AFTER DILIGENT SEARCH.
 RE0741'
 RE0741'WITNESS SIGN DISPLAYED 6 FEET WEST OF MARK.
 RE0741'
 RE0741'DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES WEST OF LIMESTONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0662 ***********************************************************************
 QF0662  DESIGNATION -  LORING
 QF0662  PID         -  QF0662
 QF0662  STATE/COUNTY-  ME/WASHINGTON
 QF0662  USGS QUAD   -  ROBBINSTON (1977)
 QF0662
 QF0662                         *CURRENT SURVEY CONTROL
 QF0662  ___________________________________________________________________
 QF0662* NAD 83(1996)-  45 01 10.93149(N)    067 04 31.43380(W)     ADJUSTED  
 QF0662* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 QF0662  ___________________________________________________________________
 QF0662  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 QF0662  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 QF0662
 QF0662  HORZ ORDER  -  THIRD
 QF0662
 QF0662.The horizontal coordinates were established by classical geodetic methods
 QF0662.and adjusted by the National Geodetic Survey in March 1998..
 QF0662
 QF0662.The orthometric height was scaled from a topographic map.
 QF0662
 QF0662.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0662
 QF0662.The geoid height was determined by GEOID03.
 QF0662
 QF0662;                    North         East     Units Scale Factor Converg.
 QF0662;SPC ME E     -   151,320.386   412,275.615   MT  1.00005496   +1 00 28.1
 QF0662;UTM  19      - 4,986,940.981   651,636.081   MT  0.99988274   +1 21 41.9
 QF0662
 QF0662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0662!SPC ME E     -   1.00000278  x   1.00005496  =   1.00005774
 QF0662!UTM  19      -   1.00000278  x   0.99988274  =   0.99988552
 QF0662
 QF0662:                Primary Azimuth Mark                     Grid Az
 QF0662:SPC ME E     -  NAVY BAR LIGHT                           035 55 03.2
 QF0662:UTM  19      -  NAVY BAR LIGHT                           035 33 49.4
 QF0662
 QF0662|---------------------------------------------------------------------|
 QF0662| PID    Reference Object                     Distance      Geod. Az  |
 QF0662|                                                           dddmmss.s |
 QF0662| QF0680 NAVY BAR LIGHT                      APPROX. 5.3 KM 0365531.3 |
 QF0662| QF0653 C SUB                                 4.399 METERS 10303     |
 QF0662| CE8933 LORING RM 2                           2.750 METERS 14139     |
 QF0662| PD0774 EASTPORT STANDPIPE                  APPROX.14.2 KM 1512928.8 |
 QF0662|---------------------------------------------------------------------|
 QF0662
 QF0662                          SUPERSEDED SURVEY CONTROL
 QF0662
 QF0662  NAD 83(1992)-  45 01 10.92282(N)    067 04 31.43382(W) AD(       ) 3
 QF0662  NAD 83(1986)-  45 01 10.92027(N)    067 04 31.43459(W) AD(       ) 3
 QF0662  NAD 27      -  45 01 10.64000(N)    067 04 33.48600(W) AD(       ) 3
 QF0662
 QF0662.Superseded values are not recommended for survey control.
 QF0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0662.See file dsdata.txt to determine how the superseded data were derived.
 QF0662
 QF0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5163686941(NAD 83)
 QF0662_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QF0662_SETTING: 66 = SET IN ROCK OUTCROP
 QF0662_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 QF0662_MAGNETIC: N = NO MAGNETIC MATERIAL
 QF0662_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0662+STABILITY: POSITION/ELEVATION WELL
 QF0662
 QF0662  HISTORY     - Date     Condition        Report By
 QF0662  HISTORY     - 1946     MONUMENTED       CGS
 QF0662  HISTORY     - 1947     SEE DESCRIPTION  CGS
 QF0662  HISTORY     - 1985     GOOD             NOS
 QF0662
 QF0662                          STATION DESCRIPTION
 QF0662
 QF0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAG)
 QF0662'STATION IS REFERENCE MARK NO 3 FOR STATION C - SUB ABOVE, AND IS 0.65
 QF0662'FEET FROM REFERENCE MARK NO 2 OF THAT STATION.
 QF0662
 QF0662                          STATION RECOVERY (1947)
 QF0662
 QF0662'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (JH)
 QF0662'STATION IS REFERENCE MARK NO. 3 FOR STATION C-SUB AND IS 0.65
 QF0662'FEET FROM REFERENCE MARK NO. 2 OF THAT STATION.
 QF0662
 QF0662                          STATION RECOVERY (1985)
 QF0662
 QF0662'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1985 (WVH)
 QF0662'THE STATION WAS RECOVERED AT THIS DATE.
 QF0662'THE DESCRIPTION IS ADEQUATE.  THIS STATION IS ALSO RM 3 FOR STATION
 QF0662'C-SUB IBC 1894, AND DISTANCE AGREED WELL.  RM 2 WAS NOT FOUND.
 QF0662'
 QF0662'HEIGHT OF LIGHT SHOWN WAS 1.4 METERS ABOVE THE MARK.
 QF0662'DESCRIBED BY G.E.L.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0743 ***********************************************************************
 RE0743  DESIGNATION -  LORING AFB CONTROL TOWER
 RE0743  PID         -  RE0743
 RE0743  STATE/COUNTY-  ME/AROOSTOOK
 RE0743  USGS QUAD   -  FORT FAIRFIELD NW (1978)
 RE0743
 RE0743                         *CURRENT SURVEY CONTROL
 RE0743  ___________________________________________________________________
 RE0743* NAD 83(1996)-  46 56 40.01865(N)    067 53 28.00698(W)     ADJUSTED  
 RE0743* NAVD 88     -                                                        
 RE0743  ___________________________________________________________________
 RE0743  LAPLACE CORR-           5.48  (seconds)                    DEFLEC99
 RE0743  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 RE0743
 RE0743  HORZ ORDER  -  THIRD
 RE0743
 RE0743.The horizontal coordinates were established by classical geodetic methods
 RE0743.and adjusted by the National Geodetic Survey in March 1998..
 RE0743
 RE0743
 RE0743.The Laplace correction was computed from DEFLEC99 derived deflections.
 RE0743
 RE0743.The geoid height was determined by GEOID03.
 RE0743
 RE0743;                    North         East     Units Scale Factor Converg.
 RE0743;SPC ME E     -   364,428.959   346,352.787   MT  0.99992640   +0 26 41.7
 RE0743;UTM  19      - 5,199,587.775   584,390.756   MT  0.99968753   +0 48 37.1
 RE0743
 RE0743                          SUPERSEDED SURVEY CONTROL
 RE0743
 RE0743  NAD 83(1992)-  46 56 40.01685(N)    067 53 28.00338(W) AD(       ) 4
 RE0743  NAD 83(1986)-  46 56 40.01521(N)    067 53 28.00363(W) AD(       ) 4
 RE0743  NAD 27      -  46 56 39.86200(N)    067 53 29.94600(W) AD(       ) 3
 RE0743
 RE0743.Superseded values are not recommended for survey control.
 RE0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0743.See file dsdata.txt to determine how the superseded data were derived.
 RE0743
 RE0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM8439199588(NAD 83)
 RE0743
 RE0743  HISTORY     - Date     Condition        Report By
 RE0743  HISTORY     - 1960     MONUMENTED       CGS
 RE0743
 RE0743                          STATION DESCRIPTION
 RE0743
 RE0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HRL)
 RE0743'STATION IS LOCATED ON LORING AIR FORCE BASE.  STATION IS ABOUT 60
 RE0743'FEET HIGH WITH A BRICK BASE, AND MOSTLY GLASS AT THE TOP.
 RE0743'
 RE0743'THE POINT INTERSECTED WAS THE APPROXIMATE CENTER OF THE CABIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0740 ***********************************************************************
 RE0740  DESIGNATION -  LORING AFB HOSPITAL WATER TANK
 RE0740  PID         -  RE0740
 RE0740  STATE/COUNTY-  ME/AROOSTOOK
 RE0740  USGS QUAD   -  FORT FAIRFIELD NW (1978)
 RE0740
 RE0740                         *CURRENT SURVEY CONTROL
 RE0740  ___________________________________________________________________
 RE0740* NAD 83(1996)-  46 56 06.79597(N)    067 54 52.36904(W)     ADJUSTED  
 RE0740* NAVD 88     -                                                        
 RE0740  ___________________________________________________________________
 RE0740  LAPLACE CORR-           5.58  (seconds)                    DEFLEC99
 RE0740  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 RE0740
 RE0740  HORZ ORDER  -  THIRD
 RE0740
 RE0740.The horizontal coordinates were established by classical geodetic methods
 RE0740.and adjusted by the National Geodetic Survey in March 1998..
 RE0740
 RE0740
 RE0740.The Laplace correction was computed from DEFLEC99 derived deflections.
 RE0740
 RE0740.The geoid height was determined by GEOID03.
 RE0740
 RE0740;                    North         East     Units Scale Factor Converg.
 RE0740;SPC ME E     -   363,389.547   344,576.495   MT  0.99992441   +0 25 39.8
 RE0740;UTM  19      - 5,198,537.310   582,621.552   MT  0.99968390   +0 47 35.0
 RE0740
 RE0740                          SUPERSEDED SURVEY CONTROL
 RE0740
 RE0740  NAD 83(1992)-  46 56 06.79411(N)    067 54 52.36537(W) AD(       ) 4
 RE0740  NAD 83(1986)-  46 56 06.79273(N)    067 54 52.36616(W) AD(       ) 4
 RE0740  NAD 27      -  46 56 06.64200(N)    067 54 54.30100(W) AD(       ) 3
 RE0740
 RE0740.Superseded values are not recommended for survey control.
 RE0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0740.See file dsdata.txt to determine how the superseded data were derived.
 RE0740
 RE0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM8262298537(NAD 83)
 RE0740
 RE0740  HISTORY     - Date     Condition        Report By
 RE0740  HISTORY     - 1960     MONUMENTED       CGS
 RE0740
 RE0740                          STATION DESCRIPTION
 RE0740
 RE0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HRL)
 RE0740'STATION IS LOCATED ON LORING AIR FORCE BASE IN THE BASE
 RE0740'HOSPITAL AREA.  STATION IS ABOUT 75 FEET HIGH, CONSTRUCTED OF STEEL,
 RE0740'SUPPORTED BY 8 LEGS AND IS PAINTED ORANGE AND WHITE CHECKERED.
 RE0740'
 RE0740'THE POINT INTERSECTED WAS THE CENTER OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0742 ***********************************************************************
 RE0742  DESIGNATION -  LORING AFB WATER TANK BEACON
 RE0742  PID         -  RE0742
 RE0742  STATE/COUNTY-  ME/AROOSTOOK
 RE0742  USGS QUAD   -  FORT FAIRFIELD NW (1978)
 RE0742
 RE0742                         *CURRENT SURVEY CONTROL
 RE0742  ___________________________________________________________________
 RE0742* NAD 83(1996)-  46 56 22.14932(N)    067 53 39.52447(W)     ADJUSTED  
 RE0742* NAVD 88     -                                                        
 RE0742  ___________________________________________________________________
 RE0742  LAPLACE CORR-           5.52  (seconds)                    DEFLEC99
 RE0742  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 RE0742
 RE0742  HORZ ORDER  -  THIRD
 RE0742
 RE0742.The horizontal coordinates were established by classical geodetic methods
 RE0742.and adjusted by the National Geodetic Survey in March 1998..
 RE0742
 RE0742
 RE0742.The Laplace correction was computed from DEFLEC99 derived deflections.
 RE0742
 RE0742.The geoid height was determined by GEOID03.
 RE0742
 RE0742;                    North         East     Units Scale Factor Converg.
 RE0742;SPC ME E     -   363,875.317   346,113.496   MT  0.99992613   +0 26 33.2
 RE0742;UTM  19      - 5,199,032.751   584,155.057   MT  0.99968704   +0 48 28.4
 RE0742
 RE0742                          SUPERSEDED SURVEY CONTROL
 RE0742
 RE0742  NAD 83(1992)-  46 56 22.14753(N)    067 53 39.52085(W) AD(       ) 4
 RE0742  NAD 83(1986)-  46 56 22.14591(N)    067 53 39.52138(W) AD(       ) 4
 RE0742  NAD 27      -  46 56 21.99100(N)    067 53 41.46200(W) AD(       ) 3
 RE0742
 RE0742.Superseded values are not recommended for survey control.
 RE0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0742.See file dsdata.txt to determine how the superseded data were derived.
 RE0742
 RE0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM8415599033(NAD 83)
 RE0742
 RE0742  HISTORY     - Date     Condition        Report By
 RE0742  HISTORY     - 1960     MONUMENTED       CGS
 RE0742  HISTORY     - 1981     GOOD             DMA
 RE0742
 RE0742                          STATION DESCRIPTION
 RE0742
 RE0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HRL)
 RE0742'STATION IS LOCATED ON LORING AIR FORCE BASE.  STATION IS ABOUT
 RE0742'75 FEET HIGH, CONSTRUCTED OF STEEL, SUPPORTED BY 8 LEGS AND IS
 RE0742'PAINTED RED AND WHITE CHECKERED.  THERE IS A FLASHING GREEN AND
 RE0742'WHITE BEACON LIGHT ON THE TOP AND CENTER OF THE TANK.
 RE0742'
 RE0742'THE POINT INTERSECTED WAS THE BEACON.
 RE0742
 RE0742                          STATION RECOVERY (1981)
 RE0742
 RE0742'RECOVERY NOTE BY DEFENSE MAP AGENCY 1981 (CTG)
 RE0742'NO STATION MARK.  RECOVERED AS DESCRIBED.
 RE0742'
 RE0742'DISTANCE AND DIRECTION FROM NEAREST TOWN--LORING AIR FORCE BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0877 ***********************************************************************
 PD0877  DESIGNATION -  LORINGS BARN VENT
 PD0877  PID         -  PD0877
 PD0877  STATE/COUNTY-  ME/WASHINGTON
 PD0877  USGS QUAD   -  EASTPORT (1977)
 PD0877
 PD0877                         *CURRENT SURVEY CONTROL
 PD0877  ___________________________________________________________________
 PD0877* NAD 83(1996)-  44 55 58.53855(N)    067 03 45.08354(W)     ADJUSTED  
 PD0877* NAVD 88     -                                                        
 PD0877  ___________________________________________________________________
 PD0877  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 PD0877  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 PD0877
 PD0877  HORZ ORDER  -  THIRD
 PD0877
 PD0877.The horizontal coordinates were established by classical geodetic methods
 PD0877.and adjusted by the National Geodetic Survey in March 1998..
 PD0877
 PD0877
 PD0877.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0877
 PD0877.The geoid height was determined by GEOID03.
 PD0877
 PD0877;                    North         East     Units Scale Factor Converg.
 PD0877;SPC ME E     -   141,695.763   413,461.352   MT  1.00005825   +1 00 55.3
 PD0877;UTM  19      - 4,977,325.508   652,880.974   MT  0.99988740   +1 22 07.2
 PD0877
 PD0877                          SUPERSEDED SURVEY CONTROL
 PD0877
 PD0877  NAD 83(1992)-  44 55 58.52833(N)    067 03 45.08418(W) AD(       ) 4
 PD0877  NAD 83(1986)-  44 55 58.52648(N)    067 03 45.08478(W) AD(       ) 4
 PD0877  NAD 27      -  44 55 58.24000(N)    067 03 47.15000(W) AD(       ) 3
 PD0877
 PD0877.Superseded values are not recommended for survey control.
 PD0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0877.See file dsdata.txt to determine how the superseded data were derived.
 PD0877
 PD0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5288177326(NAD 83)
 PD0877
 PD0877  HISTORY     - Date     Condition        Report By
 PD0877  HISTORY     - UNK      MONUMENTED
 PD0877  HISTORY     - 1935     SEE DESCRIPTION  MEGS
 PD0877
 PD0877                          STATION DESCRIPTION
 PD0877
 PD0877'DESCRIBED BY MAINE GEODETIC SURVEY 1935
 PD0877'STATION DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0391 ***********************************************************************
 QH0391  DESIGNATION -  LOUIS IBC
 QH0391  PID         -  QH0391
 QH0391  STATE/COUNTY-  ME/OXFORD
 QH0391  USGS QUAD   -  TWIN PEAKS (1990)
 QH0391
 QH0391                         *CURRENT SURVEY CONTROL
 QH0391  ___________________________________________________________________
 QH0391* NAD 83(1996)-  45 17 12.21911(N)    070 52 43.44877(W)     ADJUSTED  
 QH0391* NAVD 88     -      1089.     (meters)    3573.     (feet)  SCALED    
 QH0391  ___________________________________________________________________
 QH0391  LAPLACE CORR-           6.04  (seconds)                    DEFLEC99
 QH0391  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 QH0391
 QH0391  HORZ ORDER  -  THIRD
 QH0391
 QH0391.The horizontal coordinates were established by classical geodetic methods
 QH0391.and adjusted by the National Geodetic Survey in March 1998..
 QH0391
 QH0391.The orthometric height was scaled from a topographic map.
 QH0391
 QH0391.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0391
 QH0391.The geoid height was determined by GEOID03.
 QH0391
 QH0391;                    North         East     Units Scale Factor Converg.
 QH0391;SPC ME W     -   272,842.621   844,138.208   MT  1.00000502   -0 30 21.7
 QH0391;UTM  19      - 5,016,519.866   352,667.492   MT  0.99986690   -1 20 07.2
 QH0391
 QH0391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0391!SPC ME W     -   0.99983333  x   1.00000502  =   0.99983835
 QH0391!UTM  19      -   0.99983333  x   0.99986690  =   0.99970025
 QH0391
 QH0391:                Primary Azimuth Mark                     Grid Az
 QH0391:SPC ME W     -  SMITH IBC                                259 37 17.4
 QH0391:UTM  19      -  SMITH IBC                                260 27 02.9
 QH0391
 QH0391|---------------------------------------------------------------------|
 QH0391| PID    Reference Object                     Distance      Geod. Az  |
 QH0391|                                                           dddmmss.s |
 QH0391| QH0408 SMITH IBC                           APPROX. 3.4 KM 2590655.7 |
 QH0391|---------------------------------------------------------------------|
 QH0391
 QH0391                          SUPERSEDED SURVEY CONTROL
 QH0391
 QH0391  NAD 83(1992)-  45 17 12.21802(N)    070 52 43.44569(W) AD(       ) 3
 QH0391  NAD 83(1992)-  45 17 12.22515(N)    070 52 43.44251(W) AD(       ) 3
 QH0391  NAD 83(1986)-  45 17 12.22274(N)    070 52 43.44718(W) AD(       ) 3
 QH0391  NAD 27      -  45 17 12.05900(N)    070 52 45.17600(W) AD(       ) 3
 QH0391
 QH0391.Superseded values are not recommended for survey control.
 QH0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0391.See file dsdata.txt to determine how the superseded data were derived.
 QH0391
 QH0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL5266716520(NAD 83)
 QH0391_MARKER: Z = SEE DESCRIPTION
 QH0391_SETTING: 0 = UNSPECIFIED SETTING
 QH0391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QH0391
 QH0391  HISTORY     - Date     Condition        Report By
 QH0391  HISTORY     - 1916     MONUMENTED       IBC
 QH0391
 QH0391                          STATION DESCRIPTION
 QH0391
 QH0391'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1916 (JH)
 QH0391'IN WOBURN TOWNSHIP, ON THE SOUTH RANGE OF GOSFORD MOUNTAIN, JUST
 QH0391'WEST OF---BOOTS---TRIANGULATION STATION.  THE STATION IS AT THE
 QH0391'POINT WHERE THE HILL BREAKS FROM A GENTLE SLOPE TO A STEEPER SLOPE
 QH0391'TOWARD THE ARNOLD RIVER.
 QH0391'
 QH0391'STATION MARK--A HOLE CUT IN THE TOP OF A BALSAM STUMP INTO WHICH THE
 QH0391'SIGNAL POLE WAS SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0688 ***********************************************************************
 QF0688  DESIGNATION -  LOVELY
 QF0688  PID         -  QF0688
 QF0688  STATE/COUNTY-  ME/WASHINGTON
 QF0688  USGS QUAD   -  RED BEACH (1949)
 QF0688
 QF0688                         *CURRENT SURVEY CONTROL
 QF0688  ___________________________________________________________________
 QF0688* NAD 83(1996)-  45 02 25.29773(N)    067 12 01.75439(W)     ADJUSTED  
 QF0688* NAVD 88     -       180.     (meters)     591.     (feet)  SCALED    
 QF0688  ___________________________________________________________________
 QF0688  LAPLACE CORR-           5.33  (seconds)                    DEFLEC99
 QF0688  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 QF0688
 QF0688  HORZ ORDER  -  THIRD
 QF0688
 QF0688.The horizontal coordinates were established by classical geodetic methods
 QF0688.and adjusted by the National Geodetic Survey in March 1998..
 QF0688
 QF0688.The orthometric height was scaled from a topographic map.
 QF0688
 QF0688.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0688
 QF0688.The geoid height was determined by GEOID03.
 QF0688
 QF0688;                    North         East     Units Scale Factor Converg.
 QF0688;SPC ME E     -   153,450.044   402,380.264   MT  1.00002885   +0 55 10.6
 QF0688;UTM  19      - 4,989,009.115   641,729.520   MT  0.99984700   +1 16 24.8
 QF0688
 QF0688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0688!SPC ME E     -   0.99997541  x   1.00002885  =   1.00000426
 QF0688!UTM  19      -   0.99997541  x   0.99984700  =   0.99982241
 QF0688
 QF0688|---------------------------------------------------------------------|
 QF0688| PID    Reference Object                     Distance      Geod. Az  |
 QF0688|                                                           dddmmss.s |
 QF0688| CE8934 LOVELY RM 1                          20.980 METERS 01229     |
 QF0688| QF0686 AYERS                               APPROX. 5.7 KM 2220545.9 |
 QF0688| CE8935 LOVELY RM 2                          26.941 METERS 25257     |
 QF0688|---------------------------------------------------------------------|
 QF0688
 QF0688                          SUPERSEDED SURVEY CONTROL
 QF0688
 QF0688  NAD 83(1992)-  45 02 25.28956(N)    067 12 01.75400(W) AD(       ) 3
 QF0688  NAD 83(1986)-  45 02 25.28993(N)    067 12 01.75710(W) AD(       ) 3
 QF0688  NAD 27      -  45 02 25.00800(N)    067 12 03.80600(W) AD(       ) 3
 QF0688
 QF0688.Superseded values are not recommended for survey control.
 QF0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0688.See file dsdata.txt to determine how the superseded data were derived.
 QF0688
 QF0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK4173089009(NAD 83)
 QF0688_MARKER: DS = TRIANGULATION STATION DISK
 QF0688_SETTING: 66 = SET IN ROCK OUTCROP
 QF0688_SP_SET: PARTIALLY EXPOSED BEDROCK
 QF0688
 QF0688  HISTORY     - Date     Condition        Report By
 QF0688  HISTORY     - 1946     MONUMENTED       CGS
 QF0688
 QF0688                          STATION DESCRIPTION
 QF0688
 QF0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAG)
 QF0688'ABOUT 5.2 MILES SW OF ROBBINSTON, 4.1 MILES NNE OF AYERS JUNCTION,
 QF0688'ON THE PROMINENT HILL ON THE N SIDE OF THE E OF TWO SMALL LAKES
 QF0688'KNOWN AS THE PENKNIFE LAKES.  IT IS NEAR THE SE END OF THE SUMMIT
 QF0688'RIDGE OF THE HILL, IN THE APPROXIMATE CENTER OF A ROUGHLY
 QF0688'CRESCENT - SHAPED CLEARING, FORMED PRINCIPALLY BY BARE ROCK LEDGE.
 QF0688'A PROMINENT CAIRN WAS BUILT OVER THE STATION.
 QF0688'
 QF0688'TO REACH THE STATION LEAVE US HIGHWAY 1 AT NORTH PERRY, TRAVEL W
 QF0688'ON BOYDEN LAKE ROAD 3.5 MILES TO A T - INTERSECTION, CONTINUE NW
 QF0688'ON A WOODS ROAD (PASSABLE ON HIGH TRUCKS IN DRY WEATHER) 1.2 MILES
 QF0688'TO A LOG BRIDGE OVER THE OUTLET TO PENKNIFE LAKES.  THENCE A TRAIL
 QF0688'TO THE NE, THEN NW UP THE RIDGE LINE TO THE SUMMIT 1/2 MILE DISTANT.
 QF0688'
 QF0688'STATION MARK IS A BRONZE STATION DISK SET IN A DRILL HOLE IN BEDROCK.
 QF0688'REFERENCE MARKS ARE STANDARD DISK REFERENCE MARKS WEDGED IN DRILL
 QF0688'HOLES IN THE LEDGE.  REFERENCE 1 IS NNE OF THE STATION AND 3 FEET
 QF0688'LOWER.  MARK 2 IS WSW OF THE STATION, 4 FEET LOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0943 ***********************************************************************
 QF0943  DESIGNATION -  LOVERING
 QF0943  PID         -  QF0943
 QF0943  STATE/COUNTY-  ME/WASHINGTON
 QF0943  USGS QUAD   -  WOODLAND (1987)
 QF0943
 QF0943                         *CURRENT SURVEY CONTROL
 QF0943  ___________________________________________________________________
 QF0943* NAD 83(1996)-  45 09 05.10684(N)    067 22 58.36954(W)     ADJUSTED  
 QF0943* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 QF0943  ___________________________________________________________________
 QF0943  LAPLACE CORR-           4.46  (seconds)                    DEFLEC99
 QF0943  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 QF0943
 QF0943  HORZ ORDER  -  THIRD
 QF0943
 QF0943.The horizontal coordinates were established by classical geodetic methods
 QF0943.and adjusted by the National Geodetic Survey in March 1998..
 QF0943
 QF0943.The orthometric height was scaled from a topographic map.
 QF0943
 QF0943.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0943
 QF0943.The geoid height was determined by GEOID03.
 QF0943
 QF0943;                    North         East     Units Scale Factor Converg.
 QF0943;SPC ME E     -   165,576.630   387,840.233   MT  0.99999484   +0 47 31.4
 QF0943;UTM  19      - 5,001,043.294   627,117.550   MT  0.99979869   +1 08 47.9
 QF0943
 QF0943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0943!SPC ME E     -   1.00000135  x   0.99999484  =   0.99999619
 QF0943!UTM  19      -   1.00000135  x   0.99979869  =   0.99980004
 QF0943
 QF0943|---------------------------------------------------------------------|
 QF0943| PID    Reference Object                     Distance      Geod. Az  |
 QF0943|                                                           dddmmss.s |
 QF0943| QF0942 CURVE IBC 1910                      224.711 METERS 05104     |
 QF0943| QF0938 CASEYS BARN FINIAL IBC              APPROX. 0.5 KM 0512305.4 |
 QF0943| QF0939 REFERENCE MON 197 ECC               437.588 METERS 1105602.2 |
 QF0943| QF0940 IRVING IBC                          337.709 METERS 12159     |
 QF0943| QF1045 REFERENCE MON 198                   APPROX. 0.5 KM 1491930.5 |
 QF0943| QF1046 AHEARN                              APPROX. 0.5 KM 1492111.6 |
 QF0943| CE8937 LOVERING RM 2                         5.825 METERS 15945     |
 QF0943| QF0944 GAUGE                               364.215 METERS 29351     |
 QF0943| CE8936 LOVERING RM 1                         5.830 METERS 30408     |
 QF0943| QF0945 POND IBC                            495.889 METERS 3114657.5 |
 QF0943|---------------------------------------------------------------------|
 QF0943
 QF0943                          SUPERSEDED SURVEY CONTROL
 QF0943
 QF0943  NAD 83(1992)-  45 09 05.10197(N)    067 22 58.36800(W) AD(       ) 3
 QF0943  NAD 83(1986)-  45 09 05.10432(N)    067 22 58.37361(W) AD(       ) 3
 QF0943  NAD 27      -  45 09 04.83400(N)    067 23 00.40300(W) AD(       ) 3
 QF0943
 QF0943.Superseded values are not recommended for survey control.
 QF0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0943.See file dsdata.txt to determine how the superseded data were derived.
 QF0943
 QF0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2711801043(NAD 83)
 QF0943_MARKER: DH = HORIZONTAL CONTROL DISK
 QF0943_SETTING: 80 = SET IN A BOULDER
 QF0943_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF0943
 QF0943  HISTORY     - Date     Condition        Report By
 QF0943  HISTORY     - 1910     MONUMENTED       IBC
 QF0943
 QF0943                          STATION DESCRIPTION
 QF0943
 QF0943'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JEM)
 QF0943'ON THE E BANK OF THE ST CROIX RIVER, 1-1/2 MILES BELOW THE WOODLAND
 QF0943'DAM, 1/2 MILE BELOW AND ON THE SECOND POINT FROM THE MOUTH OF
 QF0943'WAPSACONHAGAN BROOK.  IT IS 200 METERS ABOVE GRASS OR IRVING ISLAND,
 QF0943'ON THE SHORELINE, ON A FLAT - TOPPED BOULDER MEASURING 1.7 BY 2.3 BY
 QF0943'0.6 METERS.  THE GROUND RISES STEEPLY IN A ROCKY BLUFF JUST BACK OF
 QF0943'THE STATION.
 QF0943'
 QF0943'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE IN THE BOULDER.  A
 QF0943'CROSS WITHIN A TRIANGLE IS CUT IN A ROCK 5.83 METERS RIVERWARD OF
 QF0943'THE STATION AND A LIKE MARK IS CUT IN THE FACE OF A ROCK IN THE BLUFF
 QF0943'5.82 METERS INLAND FROM THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0640 ***********************************************************************
 PD0640  DESIGNATION -  LOW
 PD0640  PID         -  PD0640
 PD0640  STATE/COUNTY-  ME/WASHINGTON
 PD0640  USGS QUAD   -  EASTPORT (1977)
 PD0640
 PD0640                         *CURRENT SURVEY CONTROL
 PD0640  ___________________________________________________________________
 PD0640* NAD 83(1996)-  44 56 38.76254(N)    067 02 36.10898(W)     ADJUSTED  
 PD0640* NAVD 88     -         4.     (meters)      13.     (feet)  VERTCON   
 PD0640  ___________________________________________________________________
 PD0640  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 PD0640  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 PD0640
 PD0640  HORZ ORDER  -  THIRD
 PD0640
 PD0640.The horizontal coordinates were established by classical geodetic methods
 PD0640.and adjusted by the National Geodetic Survey in March 1998..
 PD0640
 PD0640.The NAVD 88 height was computed by applying the VERTCON shift value to
 PD0640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PD0640
 PD0640.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0640
 PD0640.The geoid height was determined by GEOID03.
 PD0640
 PD0640;                    North         East     Units Scale Factor Converg.
 PD0640;SPC ME E     -   142,964.320   414,951.338   MT  1.00006243   +1 01 44.8
 PD0640;UTM  19      - 4,978,603.013   654,362.856   MT  0.99989300   +1 22 56.9
 PD0640
 PD0640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0640!SPC ME E     -   1.00000295  x   1.00006243  =   1.00006538
 PD0640!UTM  19      -   1.00000295  x   0.99989300  =   0.99989595
 PD0640
 PD0640                          SUPERSEDED SURVEY CONTROL
 PD0640
 PD0640  NAD 83(1992)-  44 56 38.75240(N)    067 02 36.10930(W) AD(       ) 3
 PD0640  NAD 83(1986)-  44 56 38.75206(N)    067 02 36.10842(W) AD(       ) 3
 PD0640  NGVD 29 (09/20/87)    4.     (m)           13.     (f) VERT ANG       
 PD0640
 PD0640.Superseded values are not recommended for survey control.
 PD0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0640.See file dsdata.txt to determine how the superseded data were derived.
 PD0640
 PD0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5436378603(NAD 83)
 PD0640_MARKER: DD = SURVEY DISK
 PD0640_SETTING: 66 = SET IN ROCK OUTCROP
 PD0640_SP_SET: SET IN A ROCK LEDGE
 PD0640_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0640_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0640+STABILITY: POSITION/ELEVATION WELL
 PD0640
 PD0640  HISTORY     - Date     Condition        Report By
 PD0640  HISTORY     - 1986     MONUMENTED       NOS
 PD0640
 PD0640                          STATION DESCRIPTION
 PD0640
 PD0640'DESCRIBED BY NATIONAL OCEAN SERVICE 1986 (JGF)
 PD0640'THE STATION IS LOCATED ON THE TIP OF CARLOW ISLAND.
 PD0640'
 PD0640'TO REACH, THE STATION WAS REACHED BY BOAT.
 PD0640'
 PD0640'THE STATION IS A NOS BRONZE DISK STAMPED---LOW 1986---,CEMENTED IN
 PD0640'A DRILL HOLE IN A ROCK LEDGE AT THE SOUTH SIDE OF THE WESTERN
 PD0640'TIP OF ISLAND.
 PD0640'
 PD0640'HEIGHT OF LIGHT SHOWN WAS 1.3 METERS ABOVE THE MARK.
 PD0640'DESCRIBED BY J. G. FREDERICK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1181 ***********************************************************************
 PF1181  DESIGNATION -  LOW AZISCOOS
 PF1181  PID         -  PF1181
 PF1181  STATE/COUNTY-  ME/OXFORD
 PF1181  USGS QUAD   -  RICHARDSON POND (1984)
 PF1181
 PF1181                         *CURRENT SURVEY CONTROL
 PF1181  ___________________________________________________________________
 PF1181* NAD 83(1996)-  44 55 02.58549(N)    070 59 36.24862(W)     ADJUSTED  
 PF1181* NAVD 88     -                                                        
 PF1181  ___________________________________________________________________
 PF1181  LAPLACE CORR-           3.33  (seconds)                    DEFLEC99
 PF1181  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 PF1181
 PF1181  HORZ ORDER  -  THIRD
 PF1181
 PF1181.The horizontal coordinates were established by classical geodetic methods
 PF1181.and adjusted by the National Geodetic Survey in March 1998..
 PF1181
 PF1181
 PF1181.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1181
 PF1181.The geoid height was determined by GEOID03.
 PF1181
 PF1181;                    North         East     Units Scale Factor Converg.
 PF1181;SPC ME W     -   231,883.402   834,723.063   MT  1.00001904   -0 35 01.6
 PF1181;UTM  19      - 4,975,705.908   342,663.647   MT  0.99990440   -1 24 28.1
 PF1181
 PF1181                          SUPERSEDED SURVEY CONTROL
 PF1181
 PF1181  NAD 83(1992)-  44 55 02.58541(N)    070 59 36.24818(W) AD(       ) 4
 PF1181  NAD 83(1992)-  44 55 02.58932(N)    070 59 36.24360(W) AD(       ) 4
 PF1181  NAD 83(1986)-  44 55 02.58975(N)    070 59 36.24628(W) AD(       ) 4
 PF1181  NAD 27      -  44 55 02.42420(N)    070 59 38.00283(W) AD(       ) 3
 PF1181
 PF1181.Superseded values are not recommended for survey control.
 PF1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1181.See file dsdata.txt to determine how the superseded data were derived.
 PF1181
 PF1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK4266475706(NAD 83)
 PF1181
 PF1181  HISTORY     - Date     Condition        Report By
 PF1181  HISTORY     - 1925     FIRST OBSERVED   USGS
 PF1181
 PF1181                          STATION DESCRIPTION
 PF1181
 PF1181'DESCRIBED BY US GEOLOGICAL SURVEY 1925
 PF1181'LOCATED ON NE. SUMMIT AZISCOOS MOUNTAIN, ON OPEN LEDGE UPON WHICH
 PF1181'STANDS OBSERVATION CABIN.
 PF1181'
 PF1181'STATION MARK, CENTER OF CABIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0692 ***********************************************************************
 QF0692  DESIGNATION -  LOWE POINT
 QF0692  PID         -  QF0692
 QF0692  STATE/COUNTY-  ME/WASHINGTON
 QF0692  USGS QUAD   -  RED BEACH (1949)
 QF0692
 QF0692                         *CURRENT SURVEY CONTROL
 QF0692  ___________________________________________________________________
 QF0692* NAD 83(1996)-  45 07 05.88294(N)    067 08 21.48518(W)     ADJUSTED  
 QF0692* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 QF0692  ___________________________________________________________________
 QF0692  LAPLACE CORR-           2.64  (seconds)                    DEFLEC99
 QF0692  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 QF0692
 QF0692  HORZ ORDER  -  THIRD
 QF0692
 QF0692.The horizontal coordinates were established by classical geodetic methods
 QF0692.and adjusted by the National Geodetic Survey in March 1998..
 QF0692
 QF0692.The orthometric height was scaled from a topographic map.
 QF0692
 QF0692.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0692
 QF0692.The geoid height was determined by GEOID03.
 QF0692
 QF0692;                    North         East     Units Scale Factor Converg.
 QF0692;SPC ME E     -   162,190.142   407,055.038   MT  1.00004088   +0 57 51.2
 QF0692;UTM  19      - 4,997,776.369   646,349.347   MT  0.99986336   +1 19 07.2
 QF0692
 QF0692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0692!SPC ME E     -   1.00000284  x   1.00004088  =   1.00004372
 QF0692!UTM  19      -   1.00000284  x   0.99986336  =   0.99986620
 QF0692
 QF0692:                Primary Azimuth Mark                     Grid Az
 QF0692:SPC ME E     -  DOCHET ISLAND LH USE FINIAL              020 14 28.4
 QF0692:UTM  19      -  DOCHET ISLAND LH USE FINIAL              019 53 12.4
 QF0692
 QF0692|---------------------------------------------------------------------|
 QF0692| PID    Reference Object                     Distance      Geod. Az  |
 QF0692|                                                           dddmmss.s |
 QF0692| QF0714 DOCHET ISLAND LH USE FINIAL         APPROX. 1.3 KM 0211219.6 |
 QF0692| CE8938 LOWE POINT RM 1                       3.315 METERS 02203     |
 QF0692| CE8939 LOWE POINT RM 2                       4.893 METERS 25641     |
 QF0692| QF0693 WILSON                              APPROX. 1.2 KM 3392813.3 |
 QF0692|---------------------------------------------------------------------|
 QF0692
 QF0692                          SUPERSEDED SURVEY CONTROL
 QF0692
 QF0692  NAD 83(1992)-  45 07 05.87677(N)    067 08 21.48394(W) AD(       ) 3
 QF0692  NAD 83(1986)-  45 07 05.87851(N)    067 08 21.48795(W) AD(       ) 3
 QF0692  NAD 27      -  45 07 05.60200(N)    067 08 23.53200(W) AD(       ) 3
 QF0692
 QF0692.Superseded values are not recommended for survey control.
 QF0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0692.See file dsdata.txt to determine how the superseded data were derived.
 QF0692
 QF0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK4634997776(NAD 83)
 QF0692_MARKER: DH = HORIZONTAL CONTROL DISK
 QF0692_SETTING: 66 = SET IN ROCK OUTCROP
 QF0692
 QF0692  HISTORY     - Date     Condition        Report By
 QF0692  HISTORY     - 1909     MONUMENTED       IBC
 QF0692  HISTORY     - 1946     SEE DESCRIPTION  CGS
 QF0692
 QF0692                          STATION DESCRIPTION
 QF0692
 QF0692'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JEM)
 QF0692'ON THE PROMINENT POINT OF THE SAME NAME LOCATED ON THE W SHORE OF THE
 QF0692'ST CROIX RIVER, 3/4 MILE BELOW DOCHET ISLAND, AND 1/2 MILE BELOW RED
 QF0692'BEACH VILLAGE.  THE STATION IS NEAR BARKERS COTTAGE, ON AN EXPOSED
 QF0692'LEDGE AT THE TIP OF THE POINT, ABOUT 2 METERS OUTSIDE OF THE LINE OF
 QF0692'VEGATATION.
 QF0692'
 QF0692'STATION MARK IS A C.+G.S. BRONZE DISK SET IN A DRILL HOLE IN SUMMIT
 QF0692'OF LEDGE.  THE LETTERS---U.S.R.M.---ARE CUT IN THE LEDGE AT THE
 QF0692'STATION.  A CROSS WITHIN A TRIANGLE IS CUT IN THE LEDGE N 22 03 E,
 QF0692'3.32 METERS FROM THE STATION, AND A LIKE MARK IS CUT IN THE LEDGE S 76
 QF0692'41 W, 4.89 METERS DISTANT FROM THE STATION.  IRON BOLT SET
 QF0692'ABOUT 3 METERS SE.  ROCKS COVERED WITH MOSS.
 QF0692
 QF0692                          STATION RECOVERY (1946)
 QF0692
 QF0692'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (NWS)
 QF0692'STATION IS ON THE PROMINENT POINT OF THE SAME NAME LOCATED ON
 QF0692'THE W SHORE OF THE ST. CROIX RIVER, 3/4 MILE BELOW DOCHET
 QF0692'ISLAND, AND 1/2 MILE BELOW RED BEACH VILLAGE.  THE STATION IS
 QF0692'NEAR BARKERS COTTAGE, ON AN EXPOSED LEDGE AT THE TIP OF THE
 QF0692'POINT, ABOUT 2 METERS OUTSIDE OF THE LINE OF VEGETATION.
 QF0692'
 QF0692'THE STATION MARK IS A C. AND G.S. BRONZE DISK SET IN A DRILL
 QF0692'HOLE IN SUMMIT OF LEDGE.  THE LETTERS U.S.R.M. ARE CUT IN THE
 QF0692'LEDGE AT THE STATION.  A CROSS WITHIN A TRIANGLE IS CUT IN THE
 QF0692'LEDGE N. 22 DEG 03 MIN E., 3.32 METERS FROM THE STATION, AND A
 QF0692'LIKE MARK IS CUT IN THE LEDGE S. 76 DEG 41 MIN W., 4.89 METERS
 QF0692'DISTANT FROM THE STATION.  IRON BOLT SET ABOUT 3 METERS SE.
 QF0692'ROCKS COVERED WITH MOSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1837 ***********************************************************************
 OC1837  DESIGNATION -  LOWELL AND SENTERS TRANSIT
 OC1837  PID         -  OC1837
 OC1837  STATE/COUNTY-  ME/CUMBERLAND
 OC1837  USGS QUAD   -  PORTLAND WEST (1978)
 OC1837
 OC1837                         *CURRENT SURVEY CONTROL
 OC1837  ___________________________________________________________________
 OC1837* NAD 83(1996)-  43 39 26.01962(N)    070 15 15.68319(W)     ADJUSTED  
 OC1837* NAVD 88     -                                                        
 OC1837  ___________________________________________________________________
 OC1837  LAPLACE CORR-           3.58  (seconds)                    DEFLEC99
 OC1837  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 OC1837
 OC1837  HORZ ORDER  -  THIRD
 OC1837
 OC1837.The horizontal coordinates were established by classical geodetic methods
 OC1837.and adjusted by the National Geodetic Survey in March 1998..
 OC1837
 OC1837
 OC1837.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1837
 OC1837.The geoid height was determined by GEOID03.
 OC1837
 OC1837;                    North         East     Units Scale Factor Converg.
 OC1837;SPC ME W     -    91,533.302   892,926.608   MT  0.99996728   -0 03 37.9
 OC1837;UTM  19      - 4,834,567.402   398,855.529   MT  0.99972583   -0 51 57.6
 OC1837
 OC1837                          SUPERSEDED SURVEY CONTROL
 OC1837
 OC1837  NAD 83(1992)-  43 39 26.01798(N)    070 15 15.68403(W) AD(       ) 4
 OC1837  NAD 83(1986)-  43 39 26.02406(N)    070 15 15.68951(W) AD(       ) 4
 OC1837  NAD 27      -  43 39 25.72000(N)    070 15 17.53000(W) AD(       ) 3
 OC1837
 OC1837.Superseded values are not recommended for survey control.
 OC1837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1837.See file dsdata.txt to determine how the superseded data were derived.
 OC1837
 OC1837_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9885634567(NAD 83)
 OC1837
 OC1837  HISTORY     - Date     Condition        Report By
 OC1837  HISTORY     - UNK      MONUMENTED
 OC1837  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1837
 OC1837                          STATION DESCRIPTION
 OC1837
 OC1837'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1837'STATION LOST.  THIS FIRM IS OUT OF BUSINESS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0456 ***********************************************************************
 QH0456  DESIGNATION -  LOWELL IBC
 QH0456  PID         -  QH0456
 QH0456  STATE/COUNTY-  ME/FRANKLIN
 QH0456  USGS QUAD   -  BOUNDARY POND (1970)
 QH0456
 QH0456                         *CURRENT SURVEY CONTROL
 QH0456  ___________________________________________________________________
 QH0456* NAD 83(1996)-  45 31 51.23410(N)    070 39 22.11424(W)     ADJUSTED  
 QH0456* NAVD 88     -       651.     (meters)    2136.     (feet)  SCALED    
 QH0456  ___________________________________________________________________
 QH0456  LAPLACE CORR-           4.59  (seconds)                    DEFLEC99
 QH0456  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 QH0456
 QH0456  HORZ ORDER  -  SECOND
 QH0456
 QH0456.The horizontal coordinates were established by classical geodetic methods
 QH0456.and adjusted by the National Geodetic Survey in March 1998..
 QH0456
 QH0456.The orthometric height was scaled from a topographic map.
 QH0456
 QH0456.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0456
 QH0456.The geoid height was determined by GEOID03.
 QH0456
 QH0456;                    North         East     Units Scale Factor Converg.
 QH0456;SPC ME W     -   299,848.670   861,765.703   MT  0.99998463   -0 20 57.5
 QH0456;UTM  19      - 5,043,263.173   370,681.955   MT  0.99980561   -1 10 55.3
 QH0456
 QH0456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0456!SPC ME W     -   0.99990203  x   0.99998463  =   0.99988666
 QH0456!UTM  19      -   0.99990203  x   0.99980561  =   0.99970765
 QH0456
 QH0456:                Primary Azimuth Mark                     Grid Az
 QH0456:SPC ME W     -  BEAR IBC                                 193 08 22.7
 QH0456:UTM  19      -  BEAR IBC                                 193 58 20.5
 QH0456
 QH0456|---------------------------------------------------------------------|
 QH0456| PID    Reference Object                     Distance      Geod. Az  |
 QH0456|                                                           dddmmss.s |
 QH0456| QH0457 BEAR IBC                            APPROX. 2.5 KM 1924725.2 |
 QH0456|---------------------------------------------------------------------|
 QH0456
 QH0456                          SUPERSEDED SURVEY CONTROL
 QH0456
 QH0456  NAD 83(1992)-  45 31 51.23396(N)    070 39 22.10829(W) AD(       ) 2
 QH0456  NAD 83(1992)-  45 31 51.24086(N)    070 39 22.09893(W) AD(       ) 2
 QH0456  NAD 83(1986)-  45 31 51.23649(N)    070 39 22.10758(W) AD(       ) 2
 QH0456  NAD 27      -  45 31 51.07400(N)    070 39 23.84200(W) AD(       ) 2
 QH0456
 QH0456.Superseded values are not recommended for survey control.
 QH0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0456.See file dsdata.txt to determine how the superseded data were derived.
 QH0456
 QH0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL7068243263(NAD 83)
 QH0456_MARKER: DD = SURVEY DISK
 QH0456_SETTING: 66 = SET IN ROCK OUTCROP
 QH0456_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 QH0456_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QH0456+STABILITY: POSITION/ELEVATION WELL
 QH0456
 QH0456  HISTORY     - Date     Condition        Report By
 QH0456  HISTORY     - 1915     MONUMENTED       IBC
 QH0456  HISTORY     - 1941     GOOD             IBC
 QH0456
 QH0456                          STATION DESCRIPTION
 QH0456
 QH0456'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1915 (JH)
 QH0456'IN TOWNSHIP 8, RANGE 2, ON A ROCKY HILL ABOUT ABOUT 1-1/2 MILES
 QH0456'NORTHWEST OF LOWELLTOWN, ME, AND ABOUT ONE - HALF MILE NORTHEAST OF
 QH0456'THE CANADIAN PACIFIC RAILWAY.  THE STATION IS ABOUT 20 FEET
 QH0456'SOUTHWEST OF THE HIGHEST POINT OF THE HILL.
 QH0456'
 QH0456'STATION MARK--A BRONZE DISK CEMENTED IN A DRILL HOLE IN ROCK.
 QH0456
 QH0456                          STATION RECOVERY (1941)
 QH0456
 QH0456'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941 (FHB)
 QH0456'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0982 ***********************************************************************
 PD0982  DESIGNATION -  LOWELL RESET
 PD0982  PID         -  PD0982
 PD0982  STATE/COUNTY-  ME/WASHINGTON
 PD0982  USGS QUAD   -  MACHIAS BAY (1993)
 PD0982
 PD0982                         *CURRENT SURVEY CONTROL
 PD0982  ___________________________________________________________________
 PD0982* NAD 83(1996)-  44 42 28.05430(N)    067 20 20.92969(W)     ADJUSTED  
 PD0982* NAVD 88     -        75.7    (meters)     248.     (feet)  VERTCON   
 PD0982  ___________________________________________________________________
 PD0982  LAPLACE CORR-           5.76  (seconds)                    DEFLEC99
 PD0982  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 PD0982
 PD0982  HORZ ORDER  -  SECOND
 PD0982
 PD0982.The horizontal coordinates were established by classical geodetic methods
 PD0982.and adjusted by the National Geodetic Survey in March 1998..
 PD0982
 PD0982.The NAVD 88 height was computed by applying the VERTCON shift value to
 PD0982.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PD0982
 PD0982.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0982
 PD0982.The geoid height was determined by GEOID03.
 PD0982
 PD0982;                    North         East     Units Scale Factor Converg.
 PD0982;SPC ME E     -   116,329.688   391,984.480   MT  1.00000402   +0 49 00.1
 PD0982;UTM  19      - 4,951,832.369   631,564.459   MT  0.99981285   +1 10 06.8
 PD0982
 PD0982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0982!SPC ME E     -   0.99999170  x   1.00000402  =   0.99999572
 PD0982!UTM  19      -   0.99999170  x   0.99981285  =   0.99980455
 PD0982
 PD0982|---------------------------------------------------------------------|
 PD0982| PID    Reference Object                     Distance      Geod. Az  |
 PD0982|                                                           dddmmss.s |
 PD0982| CE8086 LOWELL RM 1                           7.473 METERS 04551     |
 PD0982| PD0999 CUTLER USN RAD STA WATER TANK       APPROX. 3.5 KM 1054558.5 |
 PD0982| PD0953 MACHIAS SEAL IS LH                  APPROX.29.6 KM 1402706.3 |
 PD0982| PD0997 CUTLER USN RAD STA TOWER N 11       APPROX. 6.6 KM 1450102.3 |
 PD0982| PD0996 CUTLER USN RAD STA TOWER N 0        APPROX. 7.5 KM 1450819.0 |
 PD0982| PD0995 CUTLER USN RAD STA TOWER S 0        APPROX. 9.2 KM 1482633.6 |
 PD0982| CE8087 LOWELL RM 2                           7.316 METERS 15326     |
 PD0982| PD1002 CROSS IS COAST GUARD TWR            APPROX.11.8 KM 1544133.3 |
 PD0982| PD0981 AVERY ROCK LIGHT                    APPROX. 6.0 KM 1834625.4 |
 PD0982| PD0222 HOWARD 2                            APPROX. 9.8 KM 2071446.5 |
 PD0982|---------------------------------------------------------------------|
 PD0982
 PD0982                          SUPERSEDED SURVEY CONTROL
 PD0982
 PD0982  NAD 83(1992)-  44 42 28.05048(N)    067 20 20.92712(W) AD(       ) 2
 PD0982  NAD 83(1986)-  44 42 28.04650(N)    067 20 20.92946(W) AD(       ) 2
 PD0982  NAD 27      -  44 42 27.77500(N)    067 20 22.97000(W) AD(       ) 2
 PD0982  NGVD 29 (07/19/86)   75.9    (m)          249.     (f) VERT ANG       
 PD0982
 PD0982.Superseded values are not recommended for survey control.
 PD0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0982.See file dsdata.txt to determine how the superseded data were derived.
 PD0982
 PD0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK3156451832(NAD 83)
 PD0982_MARKER: H = DRILL HOLE
 PD0982_SETTING: 0 = UNSPECIFIED SETTING
 PD0982
 PD0982  HISTORY     - Date     Condition        Report By
 PD0982  HISTORY     - 1960     MONUMENTED       CGS
 PD0982  HISTORY     - 1913     GOOD             CGS
 PD0982  HISTORY     - 1946     GOOD             CGS
 PD0982  HISTORY     - 1960     GOOD             CGS
 PD0982
 PD0982                          STATION DESCRIPTION
 PD0982
 PD0982'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 PD0982'STATION IS ON A PROMINENT HILL ABOUT 1/2 MILE FROM THE N SHORE
 PD0982'OF HOLMES BAY, AND ABOUT 3 MILES E BY N FROM MACHIASPORT.  THE
 PD0982'ROAD FROM EAST MACHIAS TO CUTLER IS ABOUT 1/3 MILE TO THE
 PD0982'SOUTHWARD AND THERE IS A CHURCH ABOUT 1/2 MILE TO THE
 PD0982'EASTWARD.  THE HILL IS COVERED WITH A DENSE GROWTH OF SPRUCE
 PD0982'AND FIR AND CONSIDERABLE CUTTING WOULD BE REQUIRED TO OPEN
 PD0982'LINES IN ANY DIRECTION.  THE STATION IS AT THE HIGHEST POINT ON
 PD0982'A LEDGE SLIGHTLY COVERED WITH MOSS AND DIRT.  IT IS ABOUT 2
 PD0982'FEET N OF THE EDGE OF THE LEDGE WHICH IS ADJACENT TO A HOLLOW
 PD0982'PLACE, AND IS MARKED BY A HOLE DRILLED IN THE ROCK.
 PD0982
 PD0982                          STATION RECOVERY (1946)
 PD0982
 PD0982'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0982'REVISED DESCRIPTION FOLLOWS--
 PD0982'
 PD0982'STATION IS LOCATED ON A PROMINENT EVERGREEN HILL ABOUT 1/2
 PD0982'MILE FROM HOLMES BAY, 3 MILES E BY N FROM MACHIASPORT, ABOUT
 PD0982'1/3 MILE N OF CUTLER ROAD, AND ABOUT 1/2 MILE NW FROM HOLMES
 PD0982'BAY CHURCH.  IT IS ON THE HIGHEST POINT OF THE MOST NW OF
 PD0982'SEVERAL MOSS-COVERED ROCK OUTCROPS.  THERE IS A DEEP GULLY ON
 PD0982'THE W AND NW SIDES AND STATION IS ABOUT 2 FEET N OF EDGE OF
 PD0982'SHELF OF ROCK WHICH IS ABOUT 0.5 FOOT HIGHER THAN SURROUNDING
 PD0982'LEDGE.  STATION IS A DRILL HOLE COVERED BY A CAIRN.
 PD0982
 PD0982                          STATION RECOVERY (1960)
 PD0982
 PD0982'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HRL)
 PD0982'STATION WAS RECOVERED AS DESCRIBED.  A COMPLETE NEW DESCRIPTION
 PD0982'FOLLOWS.
 PD0982'
 PD0982'STATION IS LOCATED ABOUT 3-1/4 MILES SOUTHEAST OF EAST
 PD0982'MACHIAS, ABOUT 3 MILES EAST OF MACHIASPORT AND ABOUT 1/2 MILE
 PD0982'NORTH OF HOLMES BAY ON THE HIGHEST POINT OF A ROCK LEDGE
 PD0982'WHICH IS DENSELY COVERED WITH EVERGREENS.  STATION IS 6 FEET
 PD0982'NORTH OF A TRIANGLE BLAZED EVERGREEN TREE WHICH WAS USED FOR
 PD0982'ONE LEG OF THE SIGNAL.  STATION IS A STANDARD DISK CEMENTED
 PD0982'FLUSH IN A DRILL HOLE IN ROCK AND THE DISK IS STAMPED LOWELL
 PD0982'1862 1960.  THE DRILL HOLE MARKED THE ORIGINAL STATION.
 PD0982'
 PD0982'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE
 PD0982'HIGHWAY 191 AT THE POST OFFICE IN EAST MACHIAS GO SOUTHEASTERLY ON
 PD0982'STATE HIGHWAY 191 FOR 4.5 MILES TO A SMALL HOUSE WITH A STONE
 PD0982'CHIMNEY ON THE RIGHT AND A WOODS ROAD LEFT.  THIS IS THE END OF
 PD0982'TRUCK TRAVEL FOR ALL BUT A FOUR WHEEL DRIVE VEHICLE.  PACK
 PD0982'NORTHERLY ON WOODS ROAD FOR ABOUT 0.4 MILE TO THE CREST OF
 PD0982'RIDGE AND A TRAIL LEADING TO THE RIGHT.  FOLLOW TRAIL EAST FOR
 PD0982'ABOUT 500 FEET TO THE HIGHEST POINT AND STATION.  THIS IS
 PD0982'ABOUT A 10 MINUTE PACK FROM THE END OF TRUCK TRAVEL.
 PD0982'
 PD0982'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED FLUSH IN A
 PD0982'DRILL HOLE IN ROCK AND THE DISK IS STAMPED LOWELL NO 1 1862 1960.
 PD0982'
 PD0982'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED FLUSH IN A
 PD0982'DRILL HOLE IN ROCK AND THE DISK IS STAMPED LOWELL NO 2 1862 1960.
 PD0982'
 PD0982'HEIGHT OF LIGHT ABOVE STATION MARK 9 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2269 ***********************************************************************
 PE2269  DESIGNATION -  LOWELL ROCK LIGHT 1953
 PE2269  PID         -  PE2269
 PE2269  STATE/COUNTY-  ME/KNOX
 PE2269  USGS QUAD   -  CAMDEN (1991)
 PE2269
 PE2269                         *CURRENT SURVEY CONTROL
 PE2269  ___________________________________________________________________
 PE2269* NAD 83(1996)-  44 09 46.22633(N)    069 03 36.91624(W)     ADJUSTED  
 PE2269* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 PE2269  ___________________________________________________________________
 PE2269  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 PE2269  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 PE2269
 PE2269  HORZ ORDER  -  THIRD
 PE2269
 PE2269.The horizontal coordinates were established by classical geodetic methods
 PE2269.and adjusted by the National Geodetic Survey in March 1998..
 PE2269
 PE2269.The orthometric height was scaled from a topographic map.
 PE2269
 PE2269.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2269
 PE2269.The geoid height was determined by GEOID03.
 PE2269
 PE2269;                    North         East     Units Scale Factor Converg.
 PE2269;SPC ME E     -    55,277.296   255,191.662   MT  0.99992469   -0 23 25.2
 PE2269;UTM  19      - 4,889,961.216   495,182.380   MT  0.99960029   -0 02 31.1
 PE2269
 PE2269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2269!SPC ME E     -   1.00000251  x   0.99992469  =   0.99992720
 PE2269!UTM  19      -   1.00000251  x   0.99960029  =   0.99960280
 PE2269
 PE2269                          SUPERSEDED SURVEY CONTROL
 PE2269
 PE2269  NAD 83(1992)-  44 09 46.23164(N)    069 03 36.89575(W) AD(       ) 4
 PE2269  NAD 83(1986)-  44 09 46.22904(N)    069 03 36.90222(W) AD(       ) 4
 PE2269  NAD 27      -  44 09 45.94000(N)    069 03 38.75000(W) AD(       ) 3
 PE2269
 PE2269.Superseded values are not recommended for survey control.
 PE2269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2269.See file dsdata.txt to determine how the superseded data were derived.
 PE2269
 PE2269_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ9518289961(NAD 83)
 PE2269_MARKER: 14 = NAVIGATION LIGHT
 PE2269_SETTING: 0 = UNSPECIFIED SETTING
 PE2269_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE2269+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2003
 PE2269
 PE2269  HISTORY     - Date     Condition        Report By
 PE2269  HISTORY     - 1953     FIRST OBSERVED   CGS
 PE2269  HISTORY     - 1983     GOOD             NOS
 PE2269  HISTORY     - 20011107 GOOD             USPSQD
 PE2269  HISTORY     - 20031008 GOOD             USPSQD
 PE2269
 PE2269                          STATION DESCRIPTION
 PE2269
 PE2269'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (PT)
 PE2269'THE STATION IS A RED SPINDLE WITH A LIGHT ON TOP, LOCATED AT THE
 PE2269'S END OF LOWELL ROCK, AT THE ENTRANCE TO ROCKPORT HARBOR.
 PE2269
 PE2269                          STATION RECOVERY (1983)
 PE2269
 PE2269'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1983 (WVH)
 PE2269'THE STATION WAS RECOVERED AS DESCRIBED.
 PE2269
 PE2269                          STATION RECOVERY (2001)
 PE2269
 PE2269'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 PE2269'2001 ATLANTIC COAST LIGHT LIST VOL 1 NUMBER 4280
 PE2269
 PE2269                          STATION RECOVERY (2003)
 PE2269
 PE2269'RECOVERY NOTE BY US POWER SQUADRON 2003 (RMS)
 PE2269'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0468 ***********************************************************************
 QH0468  DESIGNATION -  LOWELLTOWN N BASE IBC
 QH0468  PID         -  QH0468
 QH0468  STATE/COUNTY-  ME/FRANKLIN
 QH0468  USGS QUAD   -  BOUNDARY POND (1970)
 QH0468
 QH0468                         *CURRENT SURVEY CONTROL
 QH0468  ___________________________________________________________________
 QH0468* NAD 83(1996)-  45 32 28.59302(N)    070 41 03.41841(W)     ADJUSTED  
 QH0468* NAVD 88     -       552.     (meters)    1811.     (feet)  SCALED    
 QH0468  ___________________________________________________________________
 QH0468  LAPLACE CORR-           5.41  (seconds)                    DEFLEC99
 QH0468  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 QH0468
 QH0468  HORZ ORDER  -  SECOND
 QH0468
 QH0468.The horizontal coordinates were established by classical geodetic methods
 QH0468.and adjusted by the National Geodetic Survey in March 1998..
 QH0468
 QH0468.The orthometric height was scaled from a topographic map.
 QH0468
 QH0468.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0468
 QH0468.The geoid height was determined by GEOID03.
 QH0468
 QH0468;                    North         East     Units Scale Factor Converg.
 QH0468;SPC ME W     -   301,015.793   859,575.045   MT  0.99998675   -0 22 10.0
 QH0468;UTM  19      - 5,044,461.801   368,508.877   MT  0.99981258   -1 12 08.4
 QH0468
 QH0468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0468!SPC ME W     -   0.99991755  x   0.99998675  =   0.99990431
 QH0468!UTM  19      -   0.99991755  x   0.99981258  =   0.99973015
 QH0468
 QH0468:                Primary Azimuth Mark                     Grid Az
 QH0468:SPC ME W     -  HUGHEY IBC                               012 05 59.9
 QH0468:UTM  19      -  HUGHEY IBC                               012 55 58.3
 QH0468
 QH0468|---------------------------------------------------------------------|
 QH0468| PID    Reference Object                     Distance      Geod. Az  |
 QH0468|                                                           dddmmss.s |
 QH0468| QH0464 HUGHEY IBC                          APPROX. 1.0 KM 0114349.9 |
 QH0468| QH0462 DEAN IBC                            428.407 METERS 0565401.1 |
 QH0468| QH0466 LOWELLTOWN S BASE IBC               449.914 METERS 1694844.3 |
 QH0468|---------------------------------------------------------------------|
 QH0468
 QH0468                          SUPERSEDED SURVEY CONTROL
 QH0468
 QH0468  NAD 83(1992)-  45 32 28.59306(N)    070 41 03.41280(W) AD(       ) 2
 QH0468  NAD 83(1992)-  45 32 28.60050(N)    070 41 03.40316(W) AD(       ) 2
 QH0468  NAD 83(1986)-  45 32 28.59647(N)    070 41 03.41225(W) AD(       ) 2
 QH0468  NAD 27      -  45 32 28.43500(N)    070 41 05.14300(W) AD(       ) 2
 QH0468
 QH0468.Superseded values are not recommended for survey control.
 QH0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0468.See file dsdata.txt to determine how the superseded data were derived.
 QH0468
 QH0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL6850944462(NAD 83)
 QH0468_MARKER: Z = SEE DESCRIPTION
 QH0468_SETTING: 0 = UNSPECIFIED SETTING
 QH0468_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QH0468
 QH0468  HISTORY     - Date     Condition        Report By
 QH0468  HISTORY     - 1915     MONUMENTED       IBC
 QH0468  HISTORY     - 1941     GOOD             IBC
 QH0468
 QH0468                          STATION DESCRIPTION
 QH0468
 QH0468'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1915 (JH)
 QH0468'IN TOWNSHIP 8, RANGE 2, ON THE WEST SIDE OF THE FILL OF THE CANADIAN
 QH0468'PACIFIC RAILWAY ABOUT 200 FEET NORTH OF THE SOUTH END OF THE SECOND
 QH0468'CURVE SOUTH OF BOUNDARY SIDING RAILWAY STATION.
 QH0468'
 QH0468'STATION MARK--A STAKE DRIVEN FIRMLY IN THE GROUND.  THE REFERENCE
 QH0468'MARK IS A BRONZE DISK CEMENTED IN A DRILL HOLE IN ROCK, AND IS 22.95
 QH0468'FEET DISTANT, S 72 DEG 32 MIN W, FROM THE STATION.
 QH0468
 QH0468                          STATION RECOVERY (1941)
 QH0468
 QH0468'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941 (FHB)
 QH0468'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0466 ***********************************************************************
 QH0466  DESIGNATION -  LOWELLTOWN S BASE IBC
 QH0466  PID         -  QH0466
 QH0466  STATE/COUNTY-  ME/FRANKLIN
 QH0466  USGS QUAD   -  BOUNDARY POND (1970)
 QH0466
 QH0466                         *CURRENT SURVEY CONTROL
 QH0466  ___________________________________________________________________
 QH0466* NAD 83(1996)-  45 32 14.24965(N)    070 40 59.75060(W)     ADJUSTED  
 QH0466* NAVD 88     -       544.     (meters)    1785.     (feet)  SCALED    
 QH0466  ___________________________________________________________________
 QH0466  LAPLACE CORR-           5.15  (seconds)                    DEFLEC99
 QH0466  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 QH0466
 QH0466  HORZ ORDER  -  SECOND
 QH0466
 QH0466.The horizontal coordinates were established by classical geodetic methods
 QH0466.and adjusted by the National Geodetic Survey in March 1998..
 QH0466
 QH0466.The orthometric height was scaled from a topographic map.
 QH0466
 QH0466.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0466
 QH0466.The geoid height was determined by GEOID03.
 QH0466
 QH0466;                    North         East     Units Scale Factor Converg.
 QH0466;SPC ME W     -   300,572.475   859,651.765   MT  0.99998667   -0 22 07.3
 QH0466;UTM  19      - 5,044,017.492   368,579.132   MT  0.99981235   -1 12 05.5
 QH0466
 QH0466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0466!SPC ME W     -   0.99991881  x   0.99998667  =   0.99990548
 QH0466!UTM  19      -   0.99991881  x   0.99981235  =   0.99973117
 QH0466
 QH0466:                Primary Azimuth Mark                     Grid Az
 QH0466:SPC ME W     -  BOUNDARY IBC                             311 43 39.7
 QH0466:UTM  19      -  BOUNDARY IBC                             312 33 37.9
 QH0466
 QH0466|---------------------------------------------------------------------|
 QH0466| PID    Reference Object                     Distance      Geod. Az  |
 QH0466|                                                           dddmmss.s |
 QH0466| QH0473 BOUNDARY IBC                        APPROX. 0.8 KM 3112132.4 |
 QH0466| QH0468 LOWELLTOWN N BASE IBC               449.914 METERS 3494847.0 |
 QH0466|---------------------------------------------------------------------|
 QH0466
 QH0466                          SUPERSEDED SURVEY CONTROL
 QH0466
 QH0466  NAD 83(1992)-  45 32 14.24967(N)    070 40 59.74499(W) AD(       ) 2
 QH0466  NAD 83(1992)-  45 32 14.25731(N)    070 40 59.73555(W) AD(       ) 2
 QH0466  NAD 83(1986)-  45 32 14.25293(N)    070 40 59.74460(W) AD(       ) 2
 QH0466  NAD 27      -  45 32 14.09100(N)    070 41 01.47600(W) AD(       ) 2
 QH0466
 QH0466.Superseded values are not recommended for survey control.
 QH0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0466.See file dsdata.txt to determine how the superseded data were derived.
 QH0466
 QH0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL6857944017(NAD 83)
 QH0466_MARKER: Z = SEE DESCRIPTION
 QH0466_SETTING: 0 = UNSPECIFIED SETTING
 QH0466_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QH0466
 QH0466  HISTORY     - Date     Condition        Report By
 QH0466  HISTORY     - 1915     MONUMENTED       IBC
 QH0466  HISTORY     - 1941     GOOD             IBC
 QH0466
 QH0466                          STATION DESCRIPTION
 QH0466
 QH0466'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1915 (JH)
 QH0466'IN TOWNSHIP 8, RANGE 2, ON THE WEST EDGE OF THE FILL OF THE CANADIAN
 QH0466'PACIFIC RAILWAY ABOUT 220 FEET SOUTH OF THE NORTH END OF THE THIRD
 QH0466'CURVE SOUTH OF BOUNDARY SIDING RAILWAY STATION.
 QH0466'
 QH0466'STATION MARK--A STAKE DRIVEN FIRMLY IN THE GROUND.  THE REFERENCE
 QH0466'MARK IS A BRONZE DISK CEMENTED IN A DRILL HOLE IN ROCK, IS A 19.46
 QH0466'FEET DISTANT, N 76 DEG 07 MIN W, FROM THE STATION.
 QH0466
 QH0466                          STATION RECOVERY (1941)
 QH0466
 QH0466'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941 (FHB)
 QH0466'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1683 ***********************************************************************
 OC1683  DESIGNATION -  LOWER BASKET LEDGE SPINDLE USE
 OC1683  PID         -  OC1683
 OC1683  STATE/COUNTY-  ME/CUMBERLAND
 OC1683  USGS QUAD   -  PORTLAND EAST (1975)
 OC1683
 OC1683                         *CURRENT SURVEY CONTROL
 OC1683  ___________________________________________________________________
 OC1683* NAD 83(1996)-  43 43 49.39338(N)    070 09 23.94592(W)     ADJUSTED  
 OC1683* NAVD 88     -                                                        
 OC1683  ___________________________________________________________________
 OC1683  LAPLACE CORR-           3.63  (seconds)                    DEFLEC99
 OC1683  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 OC1683
 OC1683  HORZ ORDER  -  THIRD
 OC1683
 OC1683.The horizontal coordinates were established by classical geodetic methods
 OC1683.and adjusted by the National Geodetic Survey in March 1998..
 OC1683
 OC1683
 OC1683.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1683
 OC1683.The geoid height was determined by GEOID03.
 OC1683
 OC1683;                    North         East     Units Scale Factor Converg.
 OC1683;SPC ME W     -    99,657.808   900,806.868   MT  0.99996667   +0 00 24.9
 OC1683;UTM  19      - 4,842,578.245   406,847.293   MT  0.99970673   -0 47 58.6
 OC1683
 OC1683                          SUPERSEDED SURVEY CONTROL
 OC1683
 OC1683  NAD 83(1992)-  43 43 49.39164(N)    070 09 23.94635(W) AD(       ) 4
 OC1683  NAD 83(1986)-  43 43 49.39766(N)    070 09 23.95173(W) AD(       ) 4
 OC1683  NAD 27      -  43 43 49.10600(N)    070 09 25.77700(W) AD(       ) 3
 OC1683
 OC1683.Superseded values are not recommended for survey control.
 OC1683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1683.See file dsdata.txt to determine how the superseded data were derived.
 OC1683
 OC1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0684742578(NAD 83)
 OC1683
 OC1683  HISTORY     - Date     Condition        Report By
 OC1683  HISTORY     - UNK      MONUMENTED
 OC1683  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1683  HISTORY     - 1941     SEE DESCRIPTION  CGS
 OC1683
 OC1683                          STATION DESCRIPTION
 OC1683
 OC1683'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1683'STATION RECOVERED.  NOT PREVIOUSLY DESCRIBED.  IT IS A BLACK
 OC1683'SPHERICAL CAGE ON A IRON SPINDLE ON LOWER BASKET ISLAND
 OC1683'LEDGE.  POSITION ALSO DETERMINED IN 1933.
 OC1683
 OC1683                          STATION RECOVERY (1941)
 OC1683
 OC1683'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FLP)
 OC1683'RECOVERED AS DESCRIBED IN 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1595 ***********************************************************************
 QF1595  DESIGNATION -  LOWER END BIRCH IS IBC
 QF1595  PID         -  QF1595
 QF1595  STATE/COUNTY-  ME/WASHINGTON
 QF1595  USGS QUAD   -  FOREST (1988)
 QF1595
 QF1595                         *CURRENT SURVEY CONTROL
 QF1595  ___________________________________________________________________
 QF1595* NAD 83(1996)-  45 36 58.65472(N)    067 37 47.46773(W)     ADJUSTED  
 QF1595* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 QF1595  ___________________________________________________________________
 QF1595  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 QF1595  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 QF1595
 QF1595  HORZ ORDER  -  THIRD
 QF1595
 QF1595.The horizontal coordinates were established by classical geodetic methods
 QF1595.and adjusted by the National Geodetic Survey in March 1998..
 QF1595
 QF1595.The orthometric height was scaled from a topographic map.
 QF1595
 QF1595.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1595
 QF1595.The geoid height was determined by GEOID03.
 QF1595
 QF1595;                    North         East     Units Scale Factor Converg.
 QF1595;SPC ME E     -   216,998.409   367,862.087   MT  0.99995660   +0 37 18.8
 QF1595;UTM  19      - 5,052,329.369   606,824.477   MT  0.99974030   +0 58 45.5
 QF1595
 QF1595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1595!SPC ME E     -   0.99998541  x   0.99995660  =   0.99994202
 QF1595!UTM  19      -   0.99998541  x   0.99974030  =   0.99972572
 QF1595
 QF1595:                Primary Azimuth Mark                     Grid Az
 QF1595:SPC ME E     -  REFERENCE MON 94=POINT                   353 03 21.9
 QF1595:UTM  19      -  REFERENCE MON 94=POINT                   352 41 55.2
 QF1595
 QF1595|---------------------------------------------------------------------|
 QF1595| PID    Reference Object                     Distance      Geod. Az  |
 QF1595|                                                           dddmmss.s |
 QF1595| QF1596 REFERENCE MON 94=POINT              APPROX. 0.7 KM 3534040.7 |
 QF1595|---------------------------------------------------------------------|
 QF1595
 QF1595                          SUPERSEDED SURVEY CONTROL
 QF1595
 QF1595  NAD 83(1992)-  45 36 58.65109(N)    067 37 47.46523(W) AD(       ) 3
 QF1595  NAD 83(1986)-  45 36 58.65418(N)    067 37 47.47722(W) AD(       ) 3
 QF1595  NAD 27      -  45 36 58.42700(N)    067 37 49.45500(W) AD(       ) 3
 QF1595
 QF1595.Superseded values are not recommended for survey control.
 QF1595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1595.See file dsdata.txt to determine how the superseded data were derived.
 QF1595
 QF1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL0682452329(NAD 83)
 QF1595_MARKER: DD = SURVEY DISK
 QF1595_SETTING: 80 = SET IN A BOULDER
 QF1595_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF1595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1595+STABILITY: SURFACE MOTION
 QF1595
 QF1595  HISTORY     - Date     Condition        Report By
 QF1595  HISTORY     - 1912     MONUMENTED       IBC
 QF1595  HISTORY     - 1955     GOOD             IBC
 QF1595
 QF1595                          STATION DESCRIPTION
 QF1595
 QF1595'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (AJB)
 QF1595'ON THE LOWER END OF THE LOWER SECTION OF BIRCH ISLAND IN SPEDNIK
 QF1595'LAKE ABOUT 1.7 MILES BELOW HINKLEY POINT, 100 FEET OUTSIDE AND
 QF1595'DOWNSTREAM FROM THE EDGE OF TREES, AND AT THE EDGE OF THE GRASS AND
 QF1595'BUSHES.  AT LOW WATER THE STATION IS 100 FEET FROM THE WATER TO THE N,
 QF1595'60 FEET TO THE S, AND 400 FEET TO END OF ISLAND TO THE E.  THE STATION
 QF1595'IS ON A RIDGE - SHAPED ROCK 14 BY 20 FEET AND 4 FEET HIGH, WITH HIGH
 QF1595'WATER SURROUNDING THE ROCK.
 QF1595'
 QF1595'STATION MARK IS A US AND CB COPPER DISK SET IN A DRILL HOLE IN THE
 QF1595'RIDGE OF THE ROCK.  THREE CROSSES WITHIN TRIANGLES ARE CUT IN THE
 QF1595'ROCK, THE FIRS E, 1.09 METERS, THE SECOND UPSTREAM 0.90 METER, AND
 QF1595'THE THIRD DOWNSTREAM 1.08 METERS FROM THE STATION.
 QF1595
 QF1595                          STATION RECOVERY (1955)
 QF1595
 QF1595'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1595'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0333 ***********************************************************************
 OB0333  DESIGNATION -  LOWER HUNGRY
 OB0333  PID         -  OB0333
 OB0333  STATE/COUNTY-  ME/LINCOLN
 OB0333  USGS QUAD   -  FRIENDSHIP (1973)
 OB0333
 OB0333                         *CURRENT SURVEY CONTROL
 OB0333  ___________________________________________________________________
 OB0333* NAD 83(1996)-  43 59 54.70762(N)    069 22 21.81242(W)     ADJUSTED  
 OB0333* NAVD 88     -                                                        
 OB0333  ___________________________________________________________________
 OB0333  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 OB0333  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 OB0333
 OB0333  HORZ ORDER  -  THIRD
 OB0333
 OB0333.The horizontal coordinates were established by classical geodetic methods
 OB0333.and adjusted by the National Geodetic Survey in March 1998..
 OB0333
 OB0333
 OB0333.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0333
 OB0333.The geoid height was determined by GEOID03.
 OB0333
 OB0333;                    North         East     Units Scale Factor Converg.
 OB0333;SPC ME W     -   129,756.490   963,678.509   MT  1.00001652   +0 33 05.5
 OB0333;SPC ME E     -    37,239.597   230,007.168   MT  0.99996023   -0 36 22.5
 OB0333;UTM  19      - 4,871,777.080   470,116.305   MT  0.99961098   -0 15 32.1
 OB0333
 OB0333                          SUPERSEDED SURVEY CONTROL
 OB0333
 OB0333  NAD 83(1992)-  43 59 54.71207(N)    069 22 21.79851(W) AD(       ) 4
 OB0333  NAD 83(1986)-  43 59 54.71654(N)    069 22 21.80470(W) AD(       ) 4
 OB0333  NAD 27      -  43 59 54.42000(N)    069 22 23.64000(W) AD(       ) 3
 OB0333
 OB0333.Superseded values are not recommended for survey control.
 OB0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0333.See file dsdata.txt to determine how the superseded data were derived.
 OB0333
 OB0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ7011671777(NAD 83)
 OB0333
 OB0333  HISTORY     - Date     Condition        Report By
 OB0333  HISTORY     - UNK      MONUMENTED
 OB0333  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OB0333
 OB0333                          STATION DESCRIPTION
 OB0333
 OB0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FLP)
 OB0333'A SEARCH WAS MADE FOR THE MARK ON SEVERAL LARGE BOULDERS IN
 OB0333'THIS VICINITY BUT NO MARK WAS FOUND.  PLANE-TABLE AND AIR
 OB0333'COMPILATION METHODS MIGHT LOCATE THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB2656 ***********************************************************************
 AB2656  SACS        -  This is a Secondary Airport Control Station.
 AB2656  DESIGNATION -  LRG A
 AB2656  PID         -  AB2656
 AB2656  STATE/COUNTY-  ME/PENOBSCOT
 AB2656  USGS QUAD   -  LINCOLN WEST (1988)
 AB2656
 AB2656                         *CURRENT SURVEY CONTROL
 AB2656  ___________________________________________________________________
 AB2656* NAD 83(1996)-  45 21 54.21777(N)    068 32 16.95347(W)     ADJUSTED  
 AB2656* NAVD 88     -        58.76   (meters)     192.8    (feet)  GPS OBS   
 AB2656  ___________________________________________________________________
 AB2656  X           -   1,642,390.376 (meters)                     COMP
 AB2656  Y           -  -4,177,583.035 (meters)                     COMP
 AB2656  Z           -   4,515,969.409 (meters)                     COMP
 AB2656  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 AB2656  ELLIP HEIGHT-          34.39  (meters)          (01/07/02) GPS OBS
 AB2656  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 AB2656
 AB2656  HORZ ORDER  -  FIRST
 AB2656  ELLP ORDER  -  FIFTH     CLASS I
 AB2656
 AB2656.This mark is at Lincoln Airport (LRG)
 AB2656
 AB2656.The horizontal coordinates were established by GPS observations
 AB2656.and adjusted by the National Geodetic Survey in July 1997..
 AB2656
 AB2656.The orthometric height was determined by GPS observations and a
 AB2656.high-resolution geoid model.
 AB2656
 AB2656.GPS derived orthometric heights for airport stations designated as
 AB2656.PACS or SACS are published to 2 decimal places.  This maintains
 AB2656.centimeter relative accuracy between the PACS and SACS.  It does
 AB2656.not indicate centimeter accuracy relative to other marks which are
 AB2656.part of the NAVD 88 network.
 AB2656
 AB2656.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2656
 AB2656.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2656
 AB2656.The ellipsoidal height was determined by GPS observations
 AB2656.and is referenced to NAD 83.
 AB2656
 AB2656.The geoid height was determined by GEOID03.
 AB2656
 AB2656;                    North         East     Units Scale Factor Converg.
 AB2656;SPC ME E     -   188,711.292   297,019.866   MT  0.99990011   -0 01 37.5
 AB2656;UTM  19      - 5,023,609.078   536,177.357   MT  0.99961609   +0 19 43.4
 AB2656
 AB2656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2656!SPC ME E     -   0.99999461  x   0.99990011  =   0.99989472
 AB2656!UTM  19      -   0.99999461  x   0.99961609  =   0.99961070
 AB2656
 AB2656                          SUPERSEDED SURVEY CONTROL
 AB2656
 AB2656  ELLIP H (07/24/97)   34.35   (m)                       GP(       ) 1 1
 AB2656  NAD 83(1992)-  45 21 54.21758(N)    068 32 16.95325(W) AD(1995.00) 1
 AB2656  ELLIP H (04/19/96)   34.36   (m)                       GP(1995.00) 3 1
 AB2656
 AB2656.Superseded values are not recommended for survey control.
 AB2656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2656.See file dsdata.txt to determine how the superseded data were derived.
 AB2656
 AB2656_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL3617723609(NAD 83)
 AB2656_MARKER: DD = SURVEY DISK
 AB2656_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB2656_STAMPING: LRG A 1995
 AB2656_MARK LOGO: NGS   
 AB2656_PROJECTION: FLUSH
 AB2656_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2656_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB2656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2656+SATELLITE: SATELLITE OBSERVATIONS - July 02, 1996
 AB2656_ROD/PIPE-DEPTH: 1.2  meters
 AB2656
 AB2656  HISTORY     - Date     Condition        Report By
 AB2656  HISTORY     - 1995     MONUMENTED       CHANCE
 AB2656  HISTORY     - 19960702 GOOD             NGS
 AB2656
 AB2656                          STATION DESCRIPTION
 AB2656
 AB2656'DESCRIBED BY JE CHANCE AND ASSOCIATES 1995 (CL)
 AB2656'THE STATION IS LOCATED IN THE TOWN OF LINCOLN AT THE LINCOLN MUNICIPAL
 AB2656'AIRPORT.  OWNERSHIP--TOWN OF LINCOLN, KEITH STRANGE - AIRPORT MANAGER,
 AB2656'PHONE 207-794-3471  TO REACH THE STATION FROM THE JUNCTION OF
 AB2656'INTERSTATE HIGHWAY 95 AND THE LINCOLN CONNECTOR (EXIT 55) , GO EAST
 AB2656'FOR 3.7 KM (2.30 MI) ON THE LINCOLN CONNECTOR TO A CROSSROAD, STATE
 AB2656'HIGHWAY 116.  CONTINUE AHEAD FOR 1.4 KM (0.85 MI) TO THE EAST END OF A
 AB2656'BRIDGE.  CONTINUE AHEAD FOR 1.4 KM (0.85 MI) TO THE JUNCTION WITH U.S.
 AB2656'HWY 2 (STATE HWY 6) . TURN LEFT AND PROCEED NORTHEAST ON U.S.  HWY 2
 AB2656'FOR 1.8 KM (1.10 MI) TO A ROAD LEFT.  TURN SHARP LEFT AND GO
 AB2656'NORTHWESTERLY FOR 1.8 KM (1.10 MI) TO THE TURNOFF FOR THE LINCOLN
 AB2656'TRANSFER STATION ON THE RIGHT AND GRAVEL ROAD ON THE LEFT.  KEEP LEFT
 AB2656'AND PROCEED SOUTHWESTERLY FOR 0.3 KM (0.20 MI) TO A GATE AND TAXIWAY
 AB2656'RAMP TO NORTH END OF RUNWAY 17-35.  PROCEED THROUGH GATE AND CONTINUE
 AB2656'SOUTHWEST CROSSING RUNWAY 17-35 TO FUTURE TAXIWAY RAMP ON SOUTHWEST
 AB2656'SIDE OF RUNWAY AND STATION ON THE LEFT  THE STATION IS THE CENTER OF A
 AB2656'5 CM SURVEY DISK SET INTO THE TOP OF A 1 M (3.3 FT) LONG FENO PIPE,
 AB2656'RECESSED 14 CM BELOW GROUND LEVEL AND ENCASED IN A 12.7 CM DIA PVC
 AB2656'PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE.  THE LOGO CAP AND
 AB2656'CONCRETE ARE SET FLUSH WITH THE GROUND. THREE CIRCULAR ANCHOR PRONGS
 AB2656'EXTEND FROM THE BOTTOM OF THE PIPE.  THE STATION IS LOCATED 18.15 M
 AB2656'(59.55 FT) EAST OF THE SW CORNER OF THE TAXIWAY RAMP, 10.30 M (33.79
 AB2656'FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE TAXIWAY IN LINE WITH THE
 AB2656'HOLD LINE, 43.3 M (142.1 FT) WEST-SOUTHWEST OF THE CENTERLINE OF THE
 AB2656'RUNWAY, AND 46.3 M (151.9 FT) SOUTHWEST OF THE CENTERLINE END OF THE
 AB2656'NORTH END OF RUNWAY 17-35  THIS STATION IS DESIGNATED AS A SECONDARY
 AB2656'AIRPORT CONTROL STATION (SACS) - MAINE ANA SURVEYS 1995
 AB2656
 AB2656                          STATION RECOVERY (1996)
 AB2656
 AB2656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (PDL)
 AB2656'THE STATION IS LOCATED IN THE TOWN OF LINCOLN AT THE LINCOLN MUNICIPAL
 AB2656'AIRPORT.  OWNERSHIP--TOWN OF LINCOLN, KEITH STRANGE - AIRPORT MANAGER,
 AB2656'PHONE 207-794-3471 TO REACH THE STATION FROM THE JUNCTION OF
 AB2656'INTERSTATE HIGHWAY 95 AND THE LINCOLN CONNECTOR (EXIT 55) , GO EAST
 AB2656'FOR 3.7 KM (2.30 MI) ON THE LINCOLN CONNECTOR TO A CROSSROAD, STATE
 AB2656'HIGHWAY 116.  CONTINUE AHEAD FOR 1.4 KM (0.85 MI) TO THE EAST END OF A
 AB2656'BRIDGE.  CONTINUE AHEAD FOR 1.4 KM (0.85 MI) TO THE JUNCTION WITH U.S.
 AB2656'HWY 2 (STATE HWY 6) .  TURN LEFT AND PROCEED NORTHEAST ON U.S. HWY 2
 AB2656'FOR 1.8 KM (1.10 MI) TO A ROAD LEFT.  TURN SHARP LEFT AND GO
 AB2656'NORTHWESTERLY FOR 1.8 KM (1.10 MI) TO THE TURNOFF FOR THE LINCOLN
 AB2656'TRANSFER STATION ON THE RIGHT AND GRAVEL ROAD ON THE LEFT.  KEEP LEFT
 AB2656'AND PROCEED SOUTHWESTERLY FOR 0.3 KM (0.20 MI) TO A GATE AND TAXIWAY
 AB2656'RAMP TO NORTH END OF RUNWAY 17-35.  PROCEED THROUGH GATE AND CONTINUE
 AB2656'SOUTHWEST CROSSING RUNWAY 17-35 TO FUTURE TAXIWAY RAMP ON SOUTHWEST
 AB2656'SIDE OF RUNWAY AND STATION ON THE LEFT THE STATION IS THE CENTER OF A
 AB2656'5 CM SURVEY DISK SET INTO THE TOP OF A 1 M (3.3 FT) LONG FENO PIPE,
 AB2656'RECESSED 14 CM BELOW GROUND LEVEL AND ENCASED IN A 12.7 CM DIA PVC
 AB2656'PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE.  THE LOGO CAP AND
 AB2656'CONCRETE ARE SET FLUSH WITH THE GROUND.  THREE CIRCULAR ANCHOR PRONGS
 AB2656'EXTEND FROM THE BOTTOM OF THE PIPE.  THE STATION IS LOCATED 18.15 M
 AB2656'(59.55 FT) EAST OF THE SW CORNER OF THE TAXIWAY RAMP, 10.30 M (33.79
 AB2656'FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE TAXIWAY IN LINE WITH THE
 AB2656'HOLD LINE, 43.3 M (142.1 FT) WEST-SOUTHWEST OF THE CENTERLINE OF THE
 AB2656'RUNWAY, AND 46.3 M (151.9 FT) SOUTHWEST OF THE CENTERLINE END OF THE
 AB2656'NORTH END OF RUNWAY 17-35 THIS STATION IS DESIGNATED AS A SECONDARY
 AB2656'AIRPORT CONTROL STATION (SACS) - MAINE ANA SURVEYS 1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB2657 ***********************************************************************
 AB2657  SACS        -  This is a Secondary Airport Control Station.
 AB2657  DESIGNATION -  LRG B
 AB2657  PID         -  AB2657
 AB2657  STATE/COUNTY-  ME/PENOBSCOT
 AB2657  USGS QUAD   -  LINCOLN WEST (1988)
 AB2657
 AB2657                         *CURRENT SURVEY CONTROL
 AB2657  ___________________________________________________________________
 AB2657* NAD 83(1996)-  45 21 30.98995(N)    068 31 54.87818(W)     ADJUSTED  
 AB2657* NAVD 88     -        61.12   (meters)     200.5    (feet)  GPS OBS   
 AB2657  ___________________________________________________________________
 AB2657  X           -   1,643,024.818 (meters)                     COMP
 AB2657  Y           -  -4,177,883.631 (meters)                     COMP
 AB2657  Z           -   4,515,467.241 (meters)                     COMP
 AB2657  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 AB2657  ELLIP HEIGHT-          36.75  (meters)          (01/07/02) GPS OBS
 AB2657  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 AB2657
 AB2657  HORZ ORDER  -  FIRST
 AB2657  ELLP ORDER  -  FIFTH     CLASS I
 AB2657
 AB2657.This mark is at Lincoln Airport (LRG)
 AB2657
 AB2657.The horizontal coordinates were established by GPS observations
 AB2657.and adjusted by the National Geodetic Survey in July 1997..
 AB2657
 AB2657.The orthometric height was determined by GPS observations and a
 AB2657.high-resolution geoid model.
 AB2657
 AB2657.GPS derived orthometric heights for airport stations designated as
 AB2657.PACS or SACS are published to 2 decimal places.  This maintains
 AB2657.centimeter relative accuracy between the PACS and SACS.  It does
 AB2657.not indicate centimeter accuracy relative to other marks which are
 AB2657.part of the NAVD 88 network.
 AB2657
 AB2657.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2657
 AB2657.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2657
 AB2657.The ellipsoidal height was determined by GPS observations
 AB2657.and is referenced to NAD 83.
 AB2657
 AB2657.The geoid height was determined by GEOID03.
 AB2657
 AB2657;                    North         East     Units Scale Factor Converg.
 AB2657;SPC ME E     -   187,994.068   297,499.944   MT  0.99990008   -0 01 21.7
 AB2657;UTM  19      - 5,022,895.052   536,661.742   MT  0.99961653   +0 19 59.0
 AB2657
 AB2657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2657!SPC ME E     -   0.99999424  x   0.99990008  =   0.99989432
 AB2657!UTM  19      -   0.99999424  x   0.99961653  =   0.99961077
 AB2657
 AB2657|---------------------------------------------------------------------|
 AB2657| PID    Reference Object                     Distance      Geod. Az  |
 AB2657|                                                           dddmmss.s |
 AB2657| QG1471 RUNWAY                              355.534 METERS 33832     |
 AB2657|---------------------------------------------------------------------|
 AB2657
 AB2657                          SUPERSEDED SURVEY CONTROL
 AB2657
 AB2657  ELLIP H (07/24/97)   36.71   (m)                       GP(       ) 1 1
 AB2657  NAD 83(1992)-  45 21 30.98976(N)    068 31 54.87796(W) AD(1995.00) 1
 AB2657  ELLIP H (04/19/96)   36.72   (m)                       GP(1995.00) 3 1
 AB2657
 AB2657.Superseded values are not recommended for survey control.
 AB2657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2657.See file dsdata.txt to determine how the superseded data were derived.
 AB2657
 AB2657_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL3666222895(NAD 83)
 AB2657_MARKER: DD = SURVEY DISK
 AB2657_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB2657_STAMPING: LRG B 1995
 AB2657_MARK LOGO: NGS   
 AB2657_PROJECTION: FLUSH
 AB2657_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2657_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB2657_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2657+SATELLITE: SATELLITE OBSERVATIONS - July 02, 1996
 AB2657_ROD/PIPE-DEPTH: 1.2  meters
 AB2657
 AB2657  HISTORY     - Date     Condition        Report By
 AB2657  HISTORY     - 1995     MONUMENTED       CHANCE
 AB2657  HISTORY     - 19960702 GOOD             NGS
 AB2657
 AB2657                          STATION DESCRIPTION
 AB2657
 AB2657'DESCRIBED BY JE CHANCE AND ASSOCIATES 1995
 AB2657'THE STATION IS LOCATED IN THE TOWN OF LINCOLN AT THE LINCOLN MUNICIPAL
 AB2657'AIRPORT.  OWNERSHIP--TOWN OF LINCOLN, KEITH STRANGE - AIRPORT MANAGER,
 AB2657'PHONE 207-794-3471  TO REACH THE STATION FROM THE JUNCTION OF
 AB2657'INTERSTATE HIGHWAY 95 AND THE LINCOLN CONNECTOR (EXIT 55) , GO EAST
 AB2657'FOR 3.7 KM (2.30 MI) ON THE LINCOLN CONNECTOR TO A CROSSROAD, STATE
 AB2657'HIGHWAY 116.  CONTINUE AHEAD FOR 1.4 KM (0.85 MI) TO THE EAST END OF A
 AB2657'BRIDGE.  CONTINUE AHEAD FOR 1.4 KM (0.85 MI) TO THE JUNCTION WITH U.S.
 AB2657'HWY 2 (STATE HWY 6) . TURN LEFT AND PROCEED NORTHEAST ON U.S.  HWY 2
 AB2657'FOR 1.8 KM (1.10 MI) TO A ROAD LEFT.  TURN SHARP LEFT AND GO
 AB2657'NORTHWESTERLY FOR 1.8 KM (1.10 MI) TO THE TURNOFF FOR THE LINCOLN
 AB2657'TRANSFER STATION ON THE RIGHT AND GRAVEL ROAD ON THE LEFT.  KEEP LEFT
 AB2657'AND PROCEED SOUTHWESTERLY FOR 0.3 KM (0.20 MI) TO A GATE AND TAXIWAY
 AB2657'RAMP TO THE NORTH END OF RUNWAY 17-35.  PROCEED THROUGH GATE AND
 AB2657'CONTINUE SOUTHWEST TO RUNWAY 17-35.  TURN LEFT AND GO SOUTH ALONG
 AB2657'RUNWAY 17-35 850 M (2788.7 FT) TO THE SOUTH END AND THE STATION ON THE
 AB2657'RIGHT  THE STATION IS THE CENTER OF A 5 CM SURVEY DISK SET INTO THE
 AB2657'TOP OF A 1 M (3.3 FT) LONG FENO PIPE, RECESSED 9 CM BELOW GROUND LEVEL
 AB2657'AND ENCASED IN A 12.7 DIA PVC PIPE WITH A LOGO CAP SURROUNDED BY
 AB2657'CONCRETE.  THE LOGO CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
 AB2657'THREE CIRCULAR ANCHOR PRONGS EXTEND FROM THE BOTTOM OF THE PIPE.  THE
 AB2657'STATION IS LOCATED 23.48 M (77.03 FT) NORTH-NORTHWEST OF THE WEST END
 AB2657'OF A CONCRETE CULVERT, 29.30 M (96.13 FT) SOUTH-SOUTHEAST OF THE
 AB2657'SOUTHWEST CORNER OF THE RUNWAY, 36.73 M (120.51 FT) SOUTHWEST OF THE
 AB2657'CENTERLINE END OF RUNWAY, AND 3.0 M (9.8 FT) NORTH OF A WITNESS POST
 AB2657'THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION
 AB2657'(SACS) - MAINE ANA SURVEYS 1995
 AB2657
 AB2657                          STATION RECOVERY (1996)
 AB2657
 AB2657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (PDL)
 AB2657'THE STATION IS LOCATED IN THE TOWN OF LINCOLN AT THE LINCOLN MUNICIPAL
 AB2657'AIRPORT.  OWNERSHIP--TOWN OF LINCOLN, KEITH STRANGE - AIRPORT MANAGER,
 AB2657'PHONE 207-794-3471 TO REACH THE STATION FROM THE JUNCTION OF
 AB2657'INTERSTATE HIGHWAY 95 AND THE LINCOLN CONNECTOR (EXIT 55) , GO EAST
 AB2657'FOR 3.7 KM (2.30 MI) ON THE LINCOLN CONNECTOR TO A CROSSROAD, STATE
 AB2657'HIGHWAY 116.  CONTINUE AHEAD FOR 1.4 KM (0.85 MI) TO THE EAST END OF A
 AB2657'BRIDGE.  CONTINUE AHEAD FOR 1.4 KM (0.85 MI) TO THE JUNCTION WITH U.S.
 AB2657'HWY 2 (STATE HWY 6) .  TURN LEFT AND PROCEED NORTHEAST ON U.S. HWY 2
 AB2657'FOR 1.8 KM (1.10 MI) TO A ROAD LEFT.  TURN SHARP LEFT AND GO
 AB2657'NORTHWESTERLY FOR 1.8 KM (1.10 MI) TO THE TURNOFF FOR THE LINCOLN
 AB2657'TRANSFER STATION ON THE RIGHT AND GRAVEL ROAD ON THE LEFT.  KEEP LEFT
 AB2657'AND PROCEED SOUTHWESTERLY FOR 0.3 KM (0.20 MI) TO A GATE AND TAXIWAY
 AB2657'RAMP TO THE NORTH END OF RUNWAY 17-35.  PROCEED THROUGH GATE AND
 AB2657'CONTINUE SOUTHWEST TO RUNWAY 17-35.  TURN LEFT AND GO SOUTH ALONG
 AB2657'RUNWAY 17-35 850 M (2788.7 FT) TO RWY END 35 AND THE STATION ON THE
 AB2657'RIGHT, ON THE SLOPE OF AN EMBANKMENT (THE STATION IS APPROXIMATELY 2.5
 AB2657'M (8.2 FT) BELOW ELEVATION OF THE RUNWAY) .  IT IS THE CENTER OF A 5
 AB2657'CM SURVEY DISK SET INTO THE TOP OF A 1 M (3.3 FT) LONG FENO PIPE,
 AB2657'RECESSED 9 CM BELOW GROUND LEVEL AND ENCASED IN A 12.7 DIA PVC PIPE
 AB2657'WITH A LOGO CAP SURROUNDED BY CONCRETE.  THE LOGO CAP AND CONCRETE ARE
 AB2657'SET FLUSH WITH THE GROUND.  THREE CIRCULAR ANCHOR PRONGS EXTEND FROM
 AB2657'THE BOTTOM OF THE PIPE.  THE STATION IS LOCATED 23.48 M (77.03 FT)
 AB2657'NORTH-NORTHWEST OF THE WEST END OF A CONCRETE CULVERT, 29.30 M (96.13
 AB2657'FT) SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF THE RUNWAY, 36.73 M
 AB2657'(120.51 FT) SOUTHWEST OF THE CENTERLINE END OF RUNWAY, AND 3.0 M (9.8
 AB2657'FT) NORTH OF A WITNESS POST THIS STATION IS DESIGNATED AS A SECONDARY
 AB2657'AIRPORT CONTROL STATION (SACS) - MAINE ANA SURVEYS 1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0641 ***********************************************************************
 PD0641  DESIGNATION -  LUB
 PD0641  PID         -  PD0641
 PD0641  STATE/COUNTY-  ME/WASHINGTON
 PD0641  USGS QUAD   -  LUBEC (1977)
 PD0641
 PD0641                         *CURRENT SURVEY CONTROL
 PD0641  ___________________________________________________________________
 PD0641* NAD 83(1996)-  44 51 47.53100(N)    066 59 07.46107(W)     ADJUSTED  
 PD0641* NAVD 88     -                                                        
 PD0641  ___________________________________________________________________
 PD0641  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 PD0641  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 PD0641
 PD0641  HORZ ORDER  -  THIRD
 PD0641
 PD0641.The horizontal coordinates were established by classical geodetic methods
 PD0641.and adjusted by the National Geodetic Survey in March 1998..
 PD0641
 PD0641
 PD0641.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0641
 PD0641.The geoid height was determined by GEOID03.
 PD0641
 PD0641;                    North         East     Units Scale Factor Converg.
 PD0641;SPC ME E     -   134,058.852   419,692.897   MT  1.00007611   +1 04 06.8
 PD0641;UTM  19      - 4,969,728.418   659,158.410   MT  0.99991150   +1 25 17.1
 PD0641
 PD0641                          SUPERSEDED SURVEY CONTROL
 PD0641
 PD0641  NAD 83(1992)-  44 51 47.52070(N)    066 59 07.46324(W) AD(       ) 3
 PD0641  NAD 83(1986)-  44 51 47.51906(N)    066 59 07.45864(W) AD(       ) 3
 PD0641  NGVD 29 (09/20/87)    5.2    (m)           17.     (f) VERT ANG       
 PD0641
 PD0641.Superseded values are not recommended for survey control.
 PD0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0641.See file dsdata.txt to determine how the superseded data were derived.
 PD0641
 PD0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5915869728(NAD 83)
 PD0641_MARKER: DD = SURVEY DISK
 PD0641_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PD0641+WITH SETTING: PAVEMENT
 PD0641_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0641+STABILITY: SURFACE MOTION
 PD0641
 PD0641  HISTORY     - Date     Condition        Report By
 PD0641  HISTORY     - 1986     MONUMENTED       NOS
 PD0641
 PD0641                          STATION DESCRIPTION
 PD0641
 PD0641'DESCRIBED BY NATIONAL OCEAN SERVICE 1986 (WVH)
 PD0641'THE STATION IS LOCATED ON THE NORTH SIDE OF THE L SHAPED CONCRETE
 PD0641'PIER ON THE NORTH SHORE OF LUBEC, ME.
 PD0641'
 PD0641'TO REACH, MAKE A LANDING AT THE LADDER LOCATED ON THE EAST
 PD0641'SIDE OF THE PIER.
 PD0641'
 PD0641'THE STATION IS A NOS BRONZE DISK STAMPED---8519220---,CEMENTED
 PD0641'IN A DRILL HOLE ON THE PIER FLOOR.
 PD0641'IT IS LOCATED,
 PD0641'1.15 METERS SOUTH FROM THE NORTH EDGE OF THE PIER
 PD0641'8.82 METERS WEST FROM THE EAST EDGE OF THE PIER
 PD0641'9.53 METERS EAST FROM THE WEST EDGE OF THE PIER
 PD0641'2.67 METERS ABOVE THE HIGH WATER LINE.
 PD0641'
 PD0641'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 PD0641'DESCRIBED BY J. G. FREDERICK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0719 ***********************************************************************
 PD0719  DESIGNATION -  LUBEC
 PD0719  PID         -  PD0719
 PD0719  STATE/COUNTY-  ME/WASHINGTON
 PD0719  USGS QUAD   -  LUBEC (1977)
 PD0719
 PD0719                         *CURRENT SURVEY CONTROL
 PD0719  ___________________________________________________________________
 PD0719* NAD 83(1996)-  44 51 08.33113(N)    066 59 38.57199(W)     ADJUSTED  
 PD0719* NAVD 88     -                                                        
 PD0719  ___________________________________________________________________
 PD0719  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 PD0719  GEOID HEIGHT-         -22.37  (meters)                     GEOID03
 PD0719
 PD0719  HORZ ORDER  -  SECOND
 PD0719
 PD0719.The horizontal coordinates were established by classical geodetic methods
 PD0719.and adjusted by the National Geodetic Survey in March 1998..
 PD0719
 PD0719
 PD0719.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0719
 PD0719.The geoid height was determined by GEOID03.
 PD0719
 PD0719;                    North         East     Units Scale Factor Converg.
 PD0719;SPC ME E     -   132,836.201   419,032.393   MT  1.00007418   +1 03 44.1
 PD0719;UTM  19      - 4,968,501.926   658,505.556   MT  0.99990895   +1 24 54.2
 PD0719
 PD0719:                Primary Azimuth Mark                     Grid Az
 PD0719:SPC ME E     -  LUBEC CHURCH SPIRE                       028 10 07.7
 PD0719:UTM  19      -  LUBEC CHURCH SPIRE                       027 48 57.6
 PD0719
 PD0719|---------------------------------------------------------------------|
 PD0719| PID    Reference Object                     Distance      Geod. Az  |
 PD0719|                                                           dddmmss.s |
 PD0719| PD0700 LUBEC CHURCH SPIRE                  APPROX. 1.0 KM 0291351.8 |
 PD0719| PD0709 LUBEC CHANNEL LH FINIAL             APPROX. 1.8 KM 1295314.1 |
 PD0719| PD0721 QUODDY HEAD LOOKOUT TOWER           APPROX. 4.8 KM 1493904.7 |
 PD0719| CE8088 LUBEC RM 1                           10.939 METERS 15101     |
 PD0719| CE8089 LUBEC RM 2                            9.620 METERS 27536     |
 PD0719| PD0878 CLINE HILL                          APPROX. 3.3 KM 3221724.8 |
 PD0719| PD0856 REDOUBT HILL TANK                   APPROX. 7.7 KM 3490834.4 |
 PD0719|---------------------------------------------------------------------|
 PD0719
 PD0719                          SUPERSEDED SURVEY CONTROL
 PD0719
 PD0719  NAD 83(1992)-  44 51 08.32104(N)    066 59 38.57439(W) AD(       ) 2
 PD0719  NAD 83(1986)-  44 51 08.31711(N)    066 59 38.57105(W) AD(       ) 2
 PD0719  NAD 27      -  44 51 08.03727(N)    066 59 40.65925(W) AD(       ) 2
 PD0719  NGVD 29 (07/19/86)   24.1    (m)           79.     (f) VERT ANG       
 PD0719
 PD0719.Superseded values are not recommended for survey control.
 PD0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0719.See file dsdata.txt to determine how the superseded data were derived.
 PD0719
 PD0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5850668502(NAD 83)
 PD0719_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PD0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PD0719_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PD0719_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0719+STABILITY: SURFACE MOTION
 PD0719
 PD0719  HISTORY     - Date     Condition        Report By
 PD0719  HISTORY     - 1960     MONUMENTED       CGS
 PD0719  HISTORY     - 1985     GOOD             NOS
 PD0719
 PD0719                          STATION DESCRIPTION
 PD0719
 PD0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HRL)
 PD0719'STATION IS LOCATED ON A LOW GRASSY RIDGE ON LUBEC NECK ON
 PD0719'THE SOUTHWEST OUTSKIRTS OF THE VILLAGE OF LUBEC.  STATION IS 52
 PD0719'FEET SOUTHEAST OF THE CENTER OF A ROAD FORK AND 62 FEET WEST OF
 PD0719'THE FIRST UTILITY POLE EAST OF THE FORK.  STATION IS MARKED BY
 PD0719'A STANDARD DISK SET FLUSH IN A 12 X 12 INCH CONCRETE MONUMENT
 PD0719'WHICH IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED LUBEC
 PD0719'1960.
 PD0719'
 PD0719'TO REACH STATION FROM THE INTERSECTION OF GOVERNMENT STREET
 PD0719'AND MAIN STREET IN LUBEC GO SOUTHWEST ON STATE HIGHWAY 189 FOR
 PD0719'0.4 MILE TO A DRIVEWAY ON THE LEFT.  TURN LEFT ON DRIVEWAY
 PD0719'PASSING TO THE SOUTH OF A GROCERY STORE AND FOLLOW TRACK ROAD,
 PD0719'WHICH IS A CONTINUATION OF THE DRIVEWAY, UP THE HILL FOR 0.05
 PD0719'MILE TO A ROAD FORK AND STATION AS DESCRIBED.
 PD0719'
 PD0719'REFERENCE MARK NO. 1 IS 81 FEET SOUTH OF THE CENTER OF THE
 PD0719'FORK AND 58 FEET WEST OF THE FIRST UTILITY POLE EAST OF THE
 PD0719'FORK.  THE MARK IS A STANDARD DISK SET FLUSH IN A 12 X 12 INCH
 PD0719'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND AND THE DISK
 PD0719'IS STAMPED LUBEC NO 1 1960.
 PD0719'
 PD0719'REFERENCE MARK NO. 2 IS 26 FEET SOUTH OF THE CENTER OF THE
 PD0719'FORK AND 93 FEET WEST OF THE FIRST UTILITY POLE EAST OF THE
 PD0719'FORK.  THE MARK IS A STANDARD DISK SET FLUSH IN A 12 X 12 INCH
 PD0719'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND AND THE DISK
 PD0719'IS STAMPED LUBEC NO 2 1960.
 PD0719'
 PD0719'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 PD0719
 PD0719                          STATION RECOVERY (1985)
 PD0719
 PD0719'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1985 (WVH)
 PD0719'THE STATION WAS RECOVERED AT THIS DATE.
 PD0719'NEW TO REACH AS FOLLOWS.
 PD0719'
 PD0719'TO REACH THE STATION FROM INTERSECTION OF WASHINGTON STREET, ROUTE
 PD0719'189, AND MAIN STREET IN LUBEC GO SOUTHWEST ON STATE HIGHWAY 189 FOR
 PD0719'0.4 MILES TO DRIVEWAY LEFT.  TURN LEFT ON DRIVEWAY PASSING TO THE
 PD0719'SOUTH OF STORE AND FOLLOW TRACK ROAD, WHICH IS A CONTINUATION OF
 PD0719'THE DRIVEWAY, UP THE HILL FOR 0.05 MILES TO A ROAD FORK.  TAKE LEFT
 PD0719'FORK AND GO NORTHEAST, UPHILL, FOR 0.05 MILES TO A FAINT ROAD RIGHT.
 PD0719'THIS IS THE FORK IN ORIGINAL DESCRIPTION.  TURN RIGHT AND GO 50.
 PD0719'FEET TO STATION ON LEFT.  STATION IS BETWEEN FOURTH ANS FIFTH POWER
 PD0719'POLES FROM ROUTE 189 AND ABOUT 8 FEET NORTHEAST OF FAINT ROAD.
 PD0719'
 PD0719'HEIGHT OF LIGHT SHOWN WAS 1.6 METERS ABOVE THE MARK.
 PD0719'DESCRIBED BY G.E.L.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0016 ***********************************************************************
 PD0016  DESIGNATION -  LUBEC 1
 PD0016  PID         -  PD0016
 PD0016  STATE/COUNTY-  ME/WASHINGTON
 PD0016  USGS QUAD   -  LUBEC (1977)
 PD0016
 PD0016                         *CURRENT SURVEY CONTROL
 PD0016  ___________________________________________________________________
 PD0016* NAD 83(1986)-  44 51 26.     (N)    066 59 28.     (W)     SCALED    
 PD0016* NAVD 88     -        15.430  (meters)      50.62   (feet)  POSTED    
 PD0016  ___________________________________________________________________
 PD0016  GEOID HEIGHT-         -22.37  (meters)                     GEOID03
 PD0016  DYNAMIC HT  -          15.430 (meters)      50.62  (feet)  COMP
 PD0016  MODELED GRAV-     980,628.0   (mgal)                       NAVD 88
 PD0016
 PD0016  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 PD0016
 PD0016.The horizontal coordinates were scaled from a topographic map and have
 PD0016.an estimated accuracy of +/- 6 seconds.
 PD0016
 PD0016.The orthometric height was determined by differential leveling
 PD0016.and adjusted by the National Geodetic Survey in 1992..
 PD0016.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 PD0016.rate of 2.1 thru 3.0 mm/km.
 PD0016
 PD0016.The geoid height was determined by GEOID03.
 PD0016
 PD0016.The dynamic height is computed by dividing the NAVD 88
 PD0016.geopotential number by the normal gravity value computed on the
 PD0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0016.degrees latitude (g = 980.6199 gals.).
 PD0016
 PD0016.The modeled gravity was interpolated from observed gravity values.
 PD0016
 PD0016;                    North         East    Units  Estimated Accuracy
 PD0016;SPC ME E     -   133,390.      419,250.      MT  (+/- 180 meters Scaled)
 PD0016
 PD0016                          SUPERSEDED SURVEY CONTROL
 PD0016
 PD0016  NGVD 29 (??/??/92)   15.60   (m)           51.2    (f) COMPUTED    2 0
 PD0016
 PD0016.Superseded values are not recommended for survey control.
 PD0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0016.See file dsdata.txt to determine how the superseded data were derived.
 PD0016
 PD0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK587690(NAD 83)
 PD0016_MARKER: DB = BENCH MARK DISK
 PD0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PD0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PD0016_STAMPING: LUBEC NO 1 1935
 PD0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0016+STABILITY: SURFACE MOTION
 PD0016
 PD0016  HISTORY     - Date     Condition        Report By
 PD0016  HISTORY     - 1935     MONUMENTED       CGS
 PD0016  HISTORY     - 20030623 MARK NOT FOUND   USPSQD
 PD0016
 PD0016                          STATION DESCRIPTION
 PD0016
 PD0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PD0016'AT LUBEC.
 PD0016'AT LUBEC, ABOUT 136 FEET EAST OF THE EAST CORNER OF THE PUBLIC
 PD0016'SCHOOL, 34 FEET NORTHWEST OF THE CENTERLINE OF A STREET, 15.5
 PD0016'FEET NORTHWEST OF THE NORTHWEST EDGE OF A SIDEWALK, AND 2 FEET
 PD0016'SOUTHWEST OF THE FENCE.  A STANDARD DISK, STAMPED LUBEC NO 1
 PD0016'1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1/2 FOOT
 PD0016'ABOVE GROUND.
 PD0016
 PD0016                          STATION RECOVERY (2003)
 PD0016
 PD0016'RECOVERY NOTE BY US POWER SQUADRON 2003 (RCR)
 PD0016'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0018 ***********************************************************************
 PD0018  DESIGNATION -  LUBEC 2
 PD0018  PID         -  PD0018
 PD0018  STATE/COUNTY-  ME/WASHINGTON
 PD0018  USGS QUAD   -  LUBEC (1977)
 PD0018
 PD0018                         *CURRENT SURVEY CONTROL
 PD0018  ___________________________________________________________________
 PD0018* NAD 83(1986)-  44 51 43.     (N)    066 59 22.     (W)     SCALED    
 PD0018* NAVD 88     -        12.117  (meters)      39.75   (feet)  ADJUSTED  
 PD0018  ___________________________________________________________________
 PD0018  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 PD0018  DYNAMIC HT  -          12.117 (meters)      39.75  (feet)  COMP
 PD0018  MODELED GRAV-     980,627.9   (mgal)                       NAVD 88
 PD0018
 PD0018  VERT ORDER  -  FIRST     CLASS II
 PD0018
 PD0018.The horizontal coordinates were scaled from a topographic map and have
 PD0018.an estimated accuracy of +/- 6 seconds.
 PD0018
 PD0018.The orthometric height was determined by differential leveling
 PD0018.and adjusted by the National Geodetic Survey in June 1991..
 PD0018
 PD0018.The geoid height was determined by GEOID03.
 PD0018
 PD0018.The dynamic height is computed by dividing the NAVD 88
 PD0018.geopotential number by the normal gravity value computed on the
 PD0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0018.degrees latitude (g = 980.6199 gals.).
 PD0018
 PD0018.The modeled gravity was interpolated from observed gravity values.
 PD0018
 PD0018;                    North         East    Units  Estimated Accuracy
 PD0018;SPC ME E     -   133,910.      419,380.      MT  (+/- 180 meters Scaled)
 PD0018
 PD0018                          SUPERSEDED SURVEY CONTROL
 PD0018
 PD0018  NGVD 29 (??/??/92)   12.301  (m)           40.36   (f) ADJ UNCH    1 2
 PD0018
 PD0018.Superseded values are not recommended for survey control.
 PD0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0018.See file dsdata.txt to determine how the superseded data were derived.
 PD0018
 PD0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK588695(NAD 83)
 PD0018_MARKER: DB = BENCH MARK DISK
 PD0018_SETTING: 66 = SET IN ROCK OUTCROP
 PD0018_SP_SET: ROCK OUTCROP
 PD0018_STAMPING: LUBEC NO 2 1935
 PD0018_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0018+STABILITY: POSITION/ELEVATION WELL
 PD0018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PD0018+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2003
 PD0018
 PD0018  HISTORY     - Date     Condition        Report By
 PD0018  HISTORY     - 1935     MONUMENTED       CGS
 PD0018  HISTORY     - 1946     GOOD             NGS
 PD0018  HISTORY     - 1978     GOOD             NGS
 PD0018  HISTORY     - 20030623 GOOD             USPSQD
 PD0018
 PD0018                          STATION DESCRIPTION
 PD0018
 PD0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 PD0018'AT LUBEC.
 PD0018'AT LUBEC, AT THE NORTH POINT OF THE MAINLAND, ABOUT 410 FEET
 PD0018'WEST OF THE AMERICAN CAN CO. PLANT, 20 FEET SOUTH OF THE EDGE OF
 PD0018'A BANK, 19 FEET NORTH OF THE CENTERLINE OF THE ROAD, IN THE TOP
 PD0018'OF A ROCK OUTCROP, 25 FEET HIGHER THAN HIGH-TIDE WATER LEVEL, AND
 PD0018'ABOUT 5 FEET HIGHER THAN THE ROADWAY.  A STANDARD DISK, STAMPED
 PD0018'LUBEC NO 2 1935.
 PD0018
 PD0018                          STATION RECOVERY (1978)
 PD0018
 PD0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PD0018'0.05 MILE NORTHWEST ALONG MONUMENT STREET FROM THE JUNCTION OF
 PD0018'MAIN STREET AT LUBEC, THENCE 0.2 MILE NORTHEAST ALONG COMMERICAL
 PD0018'STREET.
 PD0018
 PD0018                          STATION RECOVERY (2003)
 PD0018
 PD0018'RECOVERY NOTE BY US POWER SQUADRON 2003 (RCR)
 PD0018'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0017 ***********************************************************************
 PD0017  DESIGNATION -  LUBEC 3
 PD0017  PID         -  PD0017
 PD0017  STATE/COUNTY-  ME/WASHINGTON
 PD0017  USGS QUAD   -  LUBEC (1977)
 PD0017
 PD0017                         *CURRENT SURVEY CONTROL
 PD0017  ___________________________________________________________________
 PD0017* NAD 83(1986)-  44 51 40.     (N)    066 59 01.     (W)     SCALED    
 PD0017* NAVD 88     -         8.941  (meters)      29.33   (feet)  POSTED    
 PD0017  ___________________________________________________________________
 PD0017  GEOID HEIGHT-         -22.37  (meters)                     GEOID03
 PD0017  DYNAMIC HT  -           8.940 (meters)      29.33  (feet)  COMP
 PD0017  MODELED GRAV-     980,628.5   (mgal)                       NAVD 88
 PD0017
 PD0017  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 PD0017
 PD0017.The horizontal coordinates were scaled from a topographic map and have
 PD0017.an estimated accuracy of +/- 6 seconds.
 PD0017
 PD0017.The orthometric height was determined by differential leveling
 PD0017.and adjusted by the National Geodetic Survey in 1992..
 PD0017.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 PD0017.rate of 1.1 thru 2.0 mm/km.
 PD0017
 PD0017.The geoid height was determined by GEOID03.
 PD0017
 PD0017.The dynamic height is computed by dividing the NAVD 88
 PD0017.geopotential number by the normal gravity value computed on the
 PD0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0017.degrees latitude (g = 980.6199 gals.).
 PD0017
 PD0017.The modeled gravity was interpolated from observed gravity values.
 PD0017
 PD0017;                    North         East    Units  Estimated Accuracy
 PD0017;SPC ME E     -   133,830.      419,840.      MT  (+/- 180 meters Scaled)
 PD0017
 PD0017                          SUPERSEDED SURVEY CONTROL
 PD0017
 PD0017  NGVD 29 (??/??/92)    9.11   (m)           29.9    (f) COMPUTED    2 0
 PD0017
 PD0017.Superseded values are not recommended for survey control.
 PD0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0017.See file dsdata.txt to determine how the superseded data were derived.
 PD0017
 PD0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK593695(NAD 83)
 PD0017_MARKER: DB = BENCH MARK DISK
 PD0017_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PD0017_SP_SET: BUILDING
 PD0017_STAMPING: LUBEC NO 3 1935
 PD0017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PD0017
 PD0017  HISTORY     - Date     Condition        Report By
 PD0017  HISTORY     - 1935     MONUMENTED       CGS
 PD0017  HISTORY     - 1935     GOOD             NGS
 PD0017  HISTORY     - 1978     MARK NOT FOUND   NGS
 PD0017  HISTORY     - 20030623 MARK NOT FOUND   USPSQD
 PD0017
 PD0017                          STATION DESCRIPTION
 PD0017
 PD0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PD0017'AT LUBEC.
 PD0017'AT LUBEC, IN THE TOP OF THE SOUTH STONE SUPPORT OF THE EAST
 PD0017'STEPS OF THE LUBEC TRUST AND BANKING CO. BUILDING, 1/2 FOOT EAST
 PD0017'OF THE EAST SIDE OF THE BUILDING, 26 FEET WEST OF THE CENTERLINE
 PD0017'OF A STREET, AND ABOUT 5 FEET ABOVE THE SIDEWALK.  A STANDARD
 PD0017'DISK, STAMPED LUBEC NO 3 1935.
 PD0017
 PD0017                          STATION RECOVERY (1978)
 PD0017
 PD0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PD0017'MARK NOT FOUND.
 PD0017
 PD0017                          STATION RECOVERY (2003)
 PD0017
 PD0017'RECOVERY NOTE BY US POWER SQUADRON 2003 (RCR)
 PD0017'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0709 ***********************************************************************
 PD0709  DESIGNATION -  LUBEC CHANNEL LH FINIAL
 PD0709  PID         -  PD0709
 PD0709  STATE/COUNTY-  ME/WASHINGTON
 PD0709  USGS QUAD   -  LUBEC (1977)
 PD0709
 PD0709                         *CURRENT SURVEY CONTROL
 PD0709  ___________________________________________________________________
 PD0709* NAD 83(1996)-  44 50 31.18665(N)    066 58 36.11032(W)     ADJUSTED  
 PD0709* NAVD 88     -                                                        
 PD0709  ___________________________________________________________________
 PD0709  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 PD0709  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 PD0709
 PD0709  HORZ ORDER  -  THIRD
 PD0709
 PD0709.The horizontal coordinates were established by classical geodetic methods
 PD0709.and adjusted by the National Geodetic Survey in March 1998..
 PD0709
 PD0709
 PD0709.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0709
 PD0709.The geoid height was determined by GEOID03.
 PD0709
 PD0709;                    North         East     Units Scale Factor Converg.
 PD0709;SPC ME E     -   131,715.271   420,425.299   MT  1.00007828   +1 04 27.5
 PD0709;UTM  19      - 4,967,389.776   659,905.107   MT  0.99991443   +1 25 37.3
 PD0709
 PD0709                          SUPERSEDED SURVEY CONTROL
 PD0709
 PD0709  NAD 83(1992)-  44 50 31.17752(N)    066 58 36.11454(W) AD(       ) 4
 PD0709  NAD 83(1986)-  44 50 31.17076(N)    066 58 36.11531(W) AD(       ) 4
 PD0709  NAD 27      -  44 50 30.88300(N)    066 58 38.20900(W) AD(       ) 3
 PD0709
 PD0709.Superseded values are not recommended for survey control.
 PD0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0709.See file dsdata.txt to determine how the superseded data were derived.
 PD0709
 PD0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5990567390(NAD 83)
 PD0709_MARKER: 13 = LIGHTHOUSE
 PD0709_SETTING: 0 = UNSPECIFIED SETTING
 PD0709
 PD0709  HISTORY     - Date     Condition        Report By
 PD0709  HISTORY     - 1893     FIRST OBSERVED   CGS
 PD0709  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0709  HISTORY     - 1972     GOOD             IBC
 PD0709  HISTORY     - 1985     GOOD             NOS
 PD0709
 PD0709                          STATION DESCRIPTION
 PD0709
 PD0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1893 (TCM)
 PD0709'IN THE LUBEC CHANNEL, 1-1/4 MILES S OF LUBEC, ME.
 PD0709'
 PD0709'STATION MARK IS THE FINIAL ON THE LIGHTHOUSE.
 PD0709
 PD0709                          STATION RECOVERY (1946)
 PD0709
 PD0709'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (NWS)
 PD0709'STATION IS IN THE LUBEC CHANNEL, 1-1/4 MILES S OF LUBEC, MAINE.
 PD0709'
 PD0709'STATION MARK IS THE FINIAL ON THE LIGHTHOUSE.
 PD0709
 PD0709                          STATION RECOVERY (1972)
 PD0709
 PD0709'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 PD0709'RECOVERED IN GOOD CONDITION.
 PD0709
 PD0709                          STATION RECOVERY (1985)
 PD0709
 PD0709'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1985 (WVH)
 PD0709'THE STATION WAS RECOVERED AT THIS DATE.
 PD0709'DESCRIPTION IS ADEQUATE.
 PD0709'
 PD0709'DESCRIBED BY G.E.L.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0700 ***********************************************************************
 PD0700  DESIGNATION -  LUBEC CHURCH SPIRE
 PD0700  PID         -  PD0700
 PD0700  STATE/COUNTY-  ME/WASHINGTON
 PD0700  USGS QUAD   -  LUBEC (1977)
 PD0700
 PD0700                         *CURRENT SURVEY CONTROL
 PD0700  ___________________________________________________________________
 PD0700* NAD 83(1996)-  44 51 37.99433(N)    066 59 15.23246(W)     ADJUSTED  
 PD0700* NAVD 88     -                                                        
 PD0700  ___________________________________________________________________
 PD0700  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 PD0700  GEOID HEIGHT-         -22.37  (meters)                     GEOID03
 PD0700
 PD0700  HORZ ORDER  -  THIRD
 PD0700
 PD0700.The horizontal coordinates were established by classical geodetic methods
 PD0700.and adjusted by the National Geodetic Survey in March 1998..
 PD0700
 PD0700
 PD0700.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0700
 PD0700.The geoid height was determined by GEOID03.
 PD0700
 PD0700;                    North         East     Units Scale Factor Converg.
 PD0700;SPC ME E     -   133,761.312   419,527.784   MT  1.00007563   +1 04 01.1
 PD0700;UTM  19      - 4,969,429.916   658,995.159   MT  0.99991086   +1 25 11.4
 PD0700
 PD0700                          SUPERSEDED SURVEY CONTROL
 PD0700
 PD0700  NAD 83(1992)-  44 51 37.98418(N)    066 59 15.23483(W) AD(       ) 4
 PD0700  NAD 83(1986)-  44 51 37.97536(N)    066 59 15.23901(W) AD(       ) 4
 PD0700  NAD 27      -  44 51 37.69000(N)    066 59 17.33000(W) AD(       ) 3
 PD0700
 PD0700.Superseded values are not recommended for survey control.
 PD0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0700.See file dsdata.txt to determine how the superseded data were derived.
 PD0700
 PD0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5899569430(NAD 83)
 PD0700_MARKER: 90 = CHURCH SPIRE
 PD0700
 PD0700  HISTORY     - Date     Condition        Report By
 PD0700  HISTORY     - 1946     FIRST OBSERVED   CGS
 PD0700  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0700  HISTORY     - 1972     GOOD             IBC
 PD0700  HISTORY     - 1985     GOOD             NOS
 PD0700
 PD0700                          STATION DESCRIPTION
 PD0700
 PD0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (NWS)
 PD0700'STATION IS THE MOST PROMINENT SPIRE IN LUBEC, ME, THE WHITE SPIRE ON
 PD0700'THE E GABLE OF THE CONGREGATIONAL CHRISTIAN CHURCH.
 PD0700'
 PD0700'STATION IS ON INTERNATIONAL BOUNDARY COURSE 6 - 7, TOGETHER WITH
 PD0700'RANGE MARKS 23 AND 24.
 PD0700
 PD0700                          STATION RECOVERY (1946)
 PD0700
 PD0700'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (NWS)
 PD0700'STATION IS THE MOST PROMINENT SPIRE IN LUBEC, MAINE, THE WHITE
 PD0700'SPIRE ON THE E GABLE OF THE CONGREGATIONAL CHRISTIAN CHURCH.
 PD0700'
 PD0700'THIS STATION IS ON INTERNATIONAL BOUNDARY COURSE 6-7, TOGETHER
 PD0700'WITH RANGE MARKS 23 AND 24.
 PD0700
 PD0700                          STATION RECOVERY (1972)
 PD0700
 PD0700'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 PD0700'RECOVERED IN GOOD CONDITION.
 PD0700
 PD0700                          STATION RECOVERY (1985)
 PD0700
 PD0700'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1985 (WVH)
 PD0700'THE STATION WAS RECOVERED AT THIS DATE.
 PD0700'IT IS LOCATED ON CHURCH STREET JUST NORTH OF SCHOOL STREET.  THE
 PD0700'SPIRE HAS FOUR SECTIONS THE LOWEST HAVING FOUR SIDES WITH A WINDOW
 PD0700'IN FRONT, THE NEXT TWO HAVING SIX SIDES AND THE TOP IS CONICAL WITH
 PD0700'A WEATHER VANE ON TOP.
 PD0700'
 PD0700'DESCRIBED BY G.E.L.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0642 ***********************************************************************
 PD0642  DESIGNATION -  LUBEC EAST STANDPIPE
 PD0642  PID         -  PD0642
 PD0642  STATE/COUNTY-  ME/WASHINGTON
 PD0642  USGS QUAD   -  LUBEC (1977)
 PD0642
 PD0642                         *CURRENT SURVEY CONTROL
 PD0642  ___________________________________________________________________
 PD0642* NAD 83(1996)-  44 51 36.48781(N)    066 59 16.48754(W)     ADJUSTED  
 PD0642* NAVD 88     -                                                        
 PD0642  ___________________________________________________________________
 PD0642  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 PD0642  GEOID HEIGHT-         -22.37  (meters)                     GEOID03
 PD0642
 PD0642  HORZ ORDER  -  THIRD
 PD0642
 PD0642.The horizontal coordinates were established by classical geodetic methods
 PD0642.and adjusted by the National Geodetic Survey in March 1998..
 PD0642
 PD0642
 PD0642.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0642
 PD0642.The geoid height was determined by GEOID03.
 PD0642
 PD0642;                    North         East     Units Scale Factor Converg.
 PD0642;SPC ME E     -   133,714.298   419,501.097   MT  1.00007555   +1 04 00.2
 PD0642;UTM  19      - 4,969,382.747   658,968.767   MT  0.99991076   +1 25 10.5
 PD0642
 PD0642                          SUPERSEDED SURVEY CONTROL
 PD0642
 PD0642  NAD 83(1992)-  44 51 36.47771(N)    066 59 16.48983(W) AD(       ) 4
 PD0642  NAD 83(1986)-  44 51 36.47511(N)    066 59 16.48442(W) AD(       ) 4
 PD0642
 PD0642.Superseded values are not recommended for survey control.
 PD0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0642.See file dsdata.txt to determine how the superseded data were derived.
 PD0642
 PD0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5896969383(NAD 83)
 PD0642_MARKER: 52 = STANDPIPE TANK
 PD0642
 PD0642  HISTORY     - Date     Condition        Report By
 PD0642  HISTORY     - 1985     FIRST OBSERVED   NOS
 PD0642
 PD0642                          STATION DESCRIPTION
 PD0642
 PD0642'DESCRIBED BY NATIONAL OCEAN SERVICE 1985 (WVH)
 PD0642'THE STATION IS LOCATED IN LUBEC, MAINE, ACROSS SCHOOL STREER FROM
 PD0642'THE TOWN OFFICE AND FIRE DEPARTMENT AND IMMEDIATELY SOUTHWEST OF
 PD0642'STATION  LUBEC CHURCH SPIRE.
 PD0642'
 PD0642'THE STANDPIPE IS ABOUT 85 FEET TALL.  THE STATION IS PAINTED BLUE
 PD0642'ON THE SIDES WITH A WHITE TOP, HAS THE NAME LUBEC ON THE NORTH AND
 PD0642'SOUTH SIDES AND HAS A LADDER ON THE WEST SIDE.  IT IS ENCLOSED BY A
 PD0642'CHAIN LINK FRNCE.
 PD0642'
 PD0642'DESCRIBED BY G.E.L.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0699 ***********************************************************************
 PD0699  DESIGNATION -  LUBEC LOWER CHURCH SPIRE
 PD0699  PID         -  PD0699
 PD0699  STATE/COUNTY-  ME/WASHINGTON
 PD0699  USGS QUAD   -  LUBEC (1977)
 PD0699
 PD0699                         *CURRENT SURVEY CONTROL
 PD0699  ___________________________________________________________________
 PD0699* NAD 83(1996)-  44 51 39.41771(N)    066 59 15.97635(W)     ADJUSTED  
 PD0699* NAVD 88     -                                                        
 PD0699  ___________________________________________________________________
 PD0699  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 PD0699  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 PD0699
 PD0699  HORZ ORDER  -  THIRD
 PD0699
 PD0699.The horizontal coordinates were established by classical geodetic methods
 PD0699.and adjusted by the National Geodetic Survey in March 1998..
 PD0699
 PD0699
 PD0699.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0699
 PD0699.The geoid height was determined by GEOID03.
 PD0699
 PD0699;                    North         East     Units Scale Factor Converg.
 PD0699;SPC ME E     -   133,804.942   419,510.635   MT  1.00007558   +1 04 00.6
 PD0699;UTM  19      - 4,969,473.433   658,977.745   MT  0.99991079   +1 25 10.9
 PD0699
 PD0699                          SUPERSEDED SURVEY CONTROL
 PD0699
 PD0699  NAD 83(1992)-  44 51 39.40754(N)    066 59 15.97893(W) AD(       ) 4
 PD0699  NAD 83(1986)-  44 51 39.39979(N)    066 59 15.98154(W) AD(       ) 4
 PD0699  NAD 27      -  44 51 39.11300(N)    066 59 18.07300(W) AD(       ) 3
 PD0699
 PD0699.Superseded values are not recommended for survey control.
 PD0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0699.See file dsdata.txt to determine how the superseded data were derived.
 PD0699
 PD0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5897869473(NAD 83)
 PD0699_MARKER: 91 = CHURCH CROSS
 PD0699_SETTING: 0 = UNSPECIFIED SETTING
 PD0699
 PD0699  HISTORY     - Date     Condition        Report By
 PD0699  HISTORY     - 1913     FIRST OBSERVED   IBC
 PD0699  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0699  HISTORY     - 1961     GOOD             IBC
 PD0699  HISTORY     - 1985     GOOD             NOS
 PD0699
 PD0699                          STATION DESCRIPTION
 PD0699
 PD0699'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1913 (JEM)
 PD0699'STATION IS THE SPIRE ON THE SW CORNER OF THE FIRST BAPTIST CHURCH
 PD0699'IN THE TOWN OF LUBEC, ME.
 PD0699
 PD0699                          STATION RECOVERY (1946)
 PD0699
 PD0699'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0699'STATION IS THE SPIRE ON THE SW CORNER OF THE FIRST BAPTIST
 PD0699'CHURCH IN THE TOWN OF LUBEC, MAINE.
 PD0699
 PD0699                          STATION RECOVERY (1961)
 PD0699
 PD0699'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1961 (NWS)
 PD0699'RECOVERED IN GOOD CONDITION AND IS NOW THE CHRISTIAN CHURCH.
 PD0699
 PD0699                          STATION RECOVERY (1985)
 PD0699
 PD0699'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1985 (WVH)
 PD0699'THE STATION WAS RECOVERED AT THIS DATE.
 PD0699'IT IS NOW A CHRISTIAN TEMPLE DISCIPLES CHURCH.  IT IS LOCATED
 PD0699'ONE-HALF BLOCK NORTH OF STATION LUBEC CHURCH SPIRE.  THE SPIRE
 PD0699'HAS TWO SECTIONS, THE LOWER HAS FOUR SIDES, THE UPPER HAS FOUR
 PD0699'SIDES AND IS PYRAMID SHAPED.
 PD0699'
 PD0699'DESCRIBED BY G.E.L.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0720 ***********************************************************************
 PD0720  DESIGNATION -  LUBEC NARROWS MULHOLLAND PT LT
 PD0720  PID         -  PD0720
 PD0720  STATE/COUNTY-  ME/WASHINGTON
 PD0720  USGS QUAD   -  LUBEC (1977)
 PD0720
 PD0720                         *CURRENT SURVEY CONTROL
 PD0720  ___________________________________________________________________
 PD0720* NAD 83(1996)-  44 51 47.09129(N)    066 58 46.49499(W)     ADJUSTED  
 PD0720* NAVD 88     -                                                        
 PD0720  ___________________________________________________________________
 PD0720  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 PD0720  GEOID HEIGHT-         -22.37  (meters)                     GEOID03
 PD0720
 PD0720  HORZ ORDER  -  THIRD
 PD0720
 PD0720.The horizontal coordinates were established by classical geodetic methods
 PD0720.and adjusted by the National Geodetic Survey in March 1998..
 PD0720
 PD0720
 PD0720.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0720
 PD0720.The geoid height was determined by GEOID03.
 PD0720
 PD0720;                    North         East     Units Scale Factor Converg.
 PD0720;SPC ME E     -   134,053.880   420,153.395   MT  1.00007747   +1 04 21.6
 PD0720;UTM  19      - 4,969,726.284   659,618.854   MT  0.99991330   +1 25 31.9
 PD0720
 PD0720|---------------------------------------------------------------------|
 PD0720| PID    Reference Object                     Distance      Geod. Az  |
 PD0720|                                                           dddmmss.s |
 PD0720| PD0744 CHARLEY IBC                         309.434 METERS 16447     |
 PD0720| PD0700 LUBEC CHURCH SPIRE                  APPROX. 0.7 KM 2460033.7 |
 PD0720| PD0681 BREAKWATER                          272.311 METERS 26410     |
 PD0720| PD0747 CHAMBERS IBC                        382.149 METERS 35543     |
 PD0720|---------------------------------------------------------------------|
 PD0720
 PD0720                          SUPERSEDED SURVEY CONTROL
 PD0720
 PD0720  NAD 83(1992)-  44 51 47.08090(N)    066 58 46.49776(W) AD(       ) 3
 PD0720  NAD 83(1986)-  44 51 47.07336(N)    066 58 46.49861(W) AD(       ) 3
 PD0720  NAD 27      -  44 51 46.78300(N)    066 58 48.58900(W) AD(       ) 3
 PD0720
 PD0720.Superseded values are not recommended for survey control.
 PD0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0720.See file dsdata.txt to determine how the superseded data were derived.
 PD0720
 PD0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5961969726(NAD 83)
 PD0720_MARKER: 13 = LIGHTHOUSE
 PD0720
 PD0720  HISTORY     - Date     Condition        Report By
 PD0720  HISTORY     - 1910     FIRST OBSERVED   NGS
 PD0720  HISTORY     - 1972     GOOD             IBC
 PD0720  HISTORY     - 1985     GOOD             NOS
 PD0720
 PD0720                          STATION DESCRIPTION
 PD0720
 PD0720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1910 (WMS)
 PD0720'STATION IS THE LIGHT ON MULHOLLAND POINT, ON THE W SIDE OF CAMPOBELLO
 PD0720'ISLAND, ON THE E SIDE OF LUBEC NARROWS IN PASSAMAQUODDY BAY, OPPOSITE
 PD0720'THE N END OF LUBEC, ME.
 PD0720
 PD0720                          STATION RECOVERY (1972)
 PD0720
 PD0720'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 PD0720'RECOVERED IN GOOD CONDITION.
 PD0720
 PD0720                          STATION RECOVERY (1985)
 PD0720
 PD0720'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1985 (WVH)
 PD0720'THE STATION WAS RECOVERED AT THIS DATE.
 PD0720'THE LIGHT HAS BEEN REMOVED FROM THE STRUCTURE.  ACCESS CAN BE
 PD0720'OBTAINED FROM THE ROOSEVELT CAMPOBELLO INTERNATIONAL PARK
 PD0720'COMMISSION SUPERINTENDENT, MR. H. STEVENS, 506-752-2922.
 PD0720'THE STRUCTURE REMAINS SOUND.
 PD0720'
 PD0720'DESCRIBED BY G.E.L.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0701 ***********************************************************************
 PD0701  DESIGNATION -  LUBEC SCHOOL FLAGPOLE
 PD0701  PID         -  PD0701
 PD0701  STATE/COUNTY-  ME/WASHINGTON
 PD0701  USGS QUAD   -  LUBEC (1977)
 PD0701
 PD0701                         *CURRENT SURVEY CONTROL
 PD0701  ___________________________________________________________________
 PD0701* NAD 83(1996)-  44 51 35.29397(N)    066 59 14.84887(W)     ADJUSTED  
 PD0701* NAVD 88     -                                                        
 PD0701  ___________________________________________________________________
 PD0701  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 PD0701  GEOID HEIGHT-         -22.37  (meters)                     GEOID03
 PD0701
 PD0701  HORZ ORDER  -  THIRD
 PD0701
 PD0701.The horizontal coordinates were established by classical geodetic methods
 PD0701.and adjusted by the National Geodetic Survey in March 1998..
 PD0701
 PD0701
 PD0701.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0701
 PD0701.The geoid height was determined by GEOID03.
 PD0701
 PD0701;                    North         East     Units Scale Factor Converg.
 PD0701;SPC ME E     -   133,678.119   419,537.757   MT  1.00007566   +1 04 01.3
 PD0701;UTM  19      - 4,969,346.800   659,005.643   MT  0.99991090   +1 25 11.6
 PD0701
 PD0701                          SUPERSEDED SURVEY CONTROL
 PD0701
 PD0701  NAD 83(1992)-  44 51 35.28383(N)    066 59 14.85148(W) AD(       ) 4
 PD0701  NAD 83(1986)-  44 51 35.27592(N)    066 59 14.85401(W) AD(       ) 4
 PD0701  NAD 27      -  44 51 34.99000(N)    066 59 16.94000(W) AD(       ) 3
 PD0701
 PD0701.Superseded values are not recommended for survey control.
 PD0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0701.See file dsdata.txt to determine how the superseded data were derived.
 PD0701
 PD0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5900669347(NAD 83)
 PD0701_MARKER: 62 = FLAGPOLE
 PD0701_SETTING: 0 = UNSPECIFIED SETTING
 PD0701
 PD0701  HISTORY     - Date     Condition        Report By
 PD0701  HISTORY     - 1913     FIRST OBSERVED   IBC
 PD0701  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0701  HISTORY     - 1946     MARK NOT FOUND   IBC
 PD0701
 PD0701                          STATION DESCRIPTION
 PD0701
 PD0701'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1913 (JEM)
 PD0701'NO PREVIOUS DESCRIPTION.
 PD0701
 PD0701                          STATION RECOVERY (1946)
 PD0701
 PD0701'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0701'STATION LOST.
 PD0701
 PD0701                          STATION RECOVERY (1946)
 PD0701
 PD0701'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 PD0701'NOT RECOVERED.  STATION IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0753 ***********************************************************************
 PD0753  DESIGNATION -  LUBEC TABLET IBC
 PD0753  PID         -  PD0753
 PD0753  STATE/COUNTY-  ME/WASHINGTON
 PD0753  USGS QUAD   -  LUBEC (1977)
 PD0753
 PD0753                         *CURRENT SURVEY CONTROL
 PD0753  ___________________________________________________________________
 PD0753* NAD 83(1996)-  44 51 46.05082(N)    066 58 58.99351(W)     ADJUSTED  
 PD0753* NAVD 88     -                                                        
 PD0753  ___________________________________________________________________
 PD0753  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 PD0753  GEOID HEIGHT-         -22.37  (meters)                     GEOID03
 PD0753
 PD0753  HORZ ORDER  -  THIRD
 PD0753
 PD0753.The horizontal coordinates were established by classical geodetic methods
 PD0753.and adjusted by the National Geodetic Survey in March 1998..
 PD0753
 PD0753
 PD0753.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0753
 PD0753.The geoid height was determined by GEOID03.
 PD0753
 PD0753;                    North         East     Units Scale Factor Converg.
 PD0753;SPC ME E     -   134,016.634   419,879.629   MT  1.00007666   +1 04 12.7
 PD0753;UTM  19      - 4,969,687.358   659,345.368   MT  0.99991223   +1 25 23.1
 PD0753
 PD0753                          SUPERSEDED SURVEY CONTROL
 PD0753
 PD0753  NAD 83(1992)-  44 51 46.04047(N)    066 58 58.99619(W) AD(       ) 3
 PD0753  NAD 83(1986)-  44 51 46.03259(N)    066 58 58.99808(W) AD(       ) 3
 PD0753  NAD 27      -  44 51 45.74400(N)    066 59 01.08700(W) AD(       ) 3
 PD0753
 PD0753.Superseded values are not recommended for survey control.
 PD0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0753.See file dsdata.txt to determine how the superseded data were derived.
 PD0753
 PD0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5934569687(NAD 83)
 PD0753_MARKER: DH = HORIZONTAL CONTROL DISK
 PD0753_SETTING: 80 = SET IN A BOULDER
 PD0753_SP_SET: SET IN DRILL HOLE IN A BOULDER
 PD0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0753+STABILITY: SURFACE MOTION
 PD0753
 PD0753  HISTORY     - Date     Condition        Report By
 PD0753  HISTORY     - 1961     MONUMENTED       IBC
 PD0753
 PD0753                          STATION DESCRIPTION
 PD0753
 PD0753'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1961 (NWS)
 PD0753'THE STATION IS ON THE LUBEC BREAKWATER, PASSAMAQUODDY BAY ON A
 PD0753'GRANITE SLAB, AND ON THE RANGE LINE FROM RANGES 27 AND 28 TO TP
 PD0753'7 AND 8.
 PD0753'STATION MARK IS AN IBC BRONZE DISK SET IN A DRILL HOLE IN THE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0714 ***********************************************************************
 RE0714  DESIGNATION -  LUDLOW 2
 RE0714  PID         -  RE0714
 RE0714  STATE/COUNTY-  ME/AROOSTOOK
 RE0714  USGS QUAD   -  TWIN BROOK (1984)
 RE0714
 RE0714                         *CURRENT SURVEY CONTROL
 RE0714  ___________________________________________________________________
 RE0714* NAD 83(1996)-  46 09 10.65449(N)    067 57 01.30736(W)     ADJUSTED  
 RE0714* NAVD 88     -       241.0    (meters)     791.     (feet)  VERTCON   
 RE0714  ___________________________________________________________________
 RE0714  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 RE0714  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 RE0714
 RE0714  HORZ ORDER  -  SECOND
 RE0714
 RE0714.The horizontal coordinates were established by classical geodetic methods
 RE0714.and adjusted by the National Geodetic Survey in March 1998..
 RE0714
 RE0714.The NAVD 88 height was computed by applying the VERTCON shift value to
 RE0714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RE0714
 RE0714.The Laplace correction was computed from DEFLEC99 derived deflections.
 RE0714
 RE0714.The geoid height was determined by GEOID03.
 RE0714
 RE0714;                    North         East     Units Scale Factor Converg.
 RE0714;SPC ME E     -   276,421.005   342,454.938   MT  0.99992215   +0 23 47.0
 RE0714;UTM  19      - 5,111,578.032   581,051.384   MT  0.99968076   +0 45 25.3
 RE0714
 RE0714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RE0714!SPC ME E     -   0.99996593  x   0.99992215  =   0.99988808
 RE0714!UTM  19      -   0.99996593  x   0.99968076  =   0.99964670
 RE0714
 RE0714|---------------------------------------------------------------------|
 RE0714| PID    Reference Object                     Distance      Geod. Az  |
 RE0714|                                                           dddmmss.s |
 RE0714| DA5475 LUDLOW 2 RM 1                        49.092 METERS 09223     |
 RE0714| DA5474 LUDLOW 2 AZ MK                                     1483109.5 |
 RE0714| RE0704 HOULTON RCAG RADIO TOWER            APPROX.14.9 KM 1490114.6 |
 RE0714| DA5476 LUDLOW 2 RM 2                        31.682 METERS 18726     |
 RE0714|---------------------------------------------------------------------|
 RE0714
 RE0714                          SUPERSEDED SURVEY CONTROL
 RE0714
 RE0714  NAD 83(1992)-  46 09 10.65092(N)    067 57 01.30727(W) AD(       ) 2
 RE0714  NAD 83(1986)-  46 09 10.65384(N)    067 57 01.32968(W) AD(       ) 2
 RE0714  NAD 27      -  46 09 10.45910(N)    067 57 03.26550(W) AD(       ) 2
 RE0714  NGVD 29 (07/19/86)  241.2    (m)          791.     (f) VERT ANG       
 RE0714
 RE0714.Superseded values are not recommended for survey control.
 RE0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0714.See file dsdata.txt to determine how the superseded data were derived.
 RE0714
 RE0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM8105111578(NAD 83)
 RE0714_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RE0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RE0714
 RE0714  HISTORY     - Date     Condition        Report By
 RE0714  HISTORY     - 1959     MONUMENTED       CGS
 RE0714  HISTORY     - 1972     SEE DESCRIPTION  MEDT
 RE0714  HISTORY     - 1975     SEE DESCRIPTION  NGS
 RE0714  HISTORY     - 1981     GOOD             MEDT
 RE0714
 RE0714                          STATION DESCRIPTION
 RE0714
 RE0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (HRL)
 RE0714'STATION IS LOCATED AT THE EDGE OF WOODS AND AT THE NORTH EDGE OF
 RE0714'A HAY FIELD WHICH IS ABOUT 5-1/2 MILES WEST-NORTHWEST OF
 RE0714'HOULTON.  STATION, A STANDARD DISK SET IN A 12X12 INCH CONCRETE
 RE0714'MONUMENT AND STAMPED LUDLOW 2 1959 IS 14 FEET SOUTHWEST OF A
 RE0714'BIRCH TREE WITH TRIANGLE BLAZE AND 17-1/2 FEET EAST OF A BIRCH
 RE0714'TREE WITH A TRIANGLE BLAZE.  THE MARK PROJECTS 2 INCHES.
 RE0714'
 RE0714'TO REACH FROM THE ROTARY TRAFFIC CIRCLE IN HOULTON, GO NORTH
 RE0714'ON U.S. HIGHWAYS NO. 1 AND 2 FOR 0.2 MILE TO JUNCTION OF U.S.
 RE0714'HIGHWAY NO. 1 AND 2.  CONTINUE NORTH ON U.S. HIGHWAY NO. 1 FOR
 RE0714'0.8 MILE TO SIDE ROAD LEFT AT NORTH ROAD GARAGE ON LEFT.  TURN
 RE0714'LEFT AND GO WEST ON SURFACED ROAD FOR 3 MILES TO LUDLOW TOWN
 RE0714'LINE.  CONTINUE WEST ON SURFACED ROAD FOR 2.0 MILES TO NORTHWEST
 RE0714'CORNER OF SMALL CEMETERY ON LEFT AND TELEPHONE POLE NO. 158 ON
 RE0714'RIGHT AND AZIMUTH MARK ABOUT 0.05 MILE NORTH OF TELEPHONE POLE
 RE0714'AS DESCRIBED.  CONTINUE WEST ON SURFACED ROAD FOR 0.05 MILE
 RE0714'TO FARM DRIVEWAY ON RIGHT (NORTH) SIDE OF ROAD.  TURN RIGHT
 RE0714'AND GO NORTH ON DRIVEWAY PASSING AROUND THE WEST SIDE OF BARN
 RE0714'AND GO NORTHERLY ON FIELD DRIVEWAY FOR 0.4 MILE TO EDGE OF
 RE0714'WOODS AT TOP OF HILL AND STATION AS DESCRIBED.
 RE0714'
 RE0714'REFERENCE MARK NO. 1, A STANDARD DISK SET IN A 12X12 INCH
 RE0714'CONCRETE MONUMENT AND STAMPED LUDLOW 2 NO. 1 1959 IS 16 FEET NORTH
 RE0714'OF THE CORNER OF A JOG IN THE WOODS LINE AND 9-1/2 FEET
 RE0714'WEST OF AN 8 INCH TREE.  THE MARK PROJECTS 2 INCHES.
 RE0714'
 RE0714'REFERENCE MARK NO. 2, A STANDARD DISK SET IN A DRILLHOLE IN
 RE0714'OUTCROPPING ROCK AND STAMPED LUDLOW 2 NO 2 1959 IS 17 FEET
 RE0714'NORTH OF THE NORTH EDGE OF ROCK PILE AND 33 FEET EAST OF THE
 RE0714'SOUTHEAST CORNER OF A CULTIVATED FIELD.  THE MARK IS FLUSH WITH
 RE0714'THE GROUND.
 RE0714'
 RE0714'AZIMUTH MARK, A STANDARD DISK SET IN A DRILLHOLE IN OUTCROPPING
 RE0714'ROCK AND STAMPED LUDLOW 2 1959 IS 38 FEET WEST OF A DENSE GROWTH
 RE0714'OF TREES DIVIDING PROPERTY LINE, 14.6 FEET EAST-NORTHEAST OF
 RE0714'A BOULDER AND 4.6 FEET NORTHEAST OF A WITNESS POST.  THE OUTCROP
 RE0714'ROCK PROJECTS 4 INCHES.
 RE0714
 RE0714                          STATION RECOVERY (1972)
 RE0714
 RE0714'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1972 (BJR)
 RE0714'LUDLOW 2 GOOD
 RE0714'
 RE0714'RM 1 GOOD
 RE0714'
 RE0714'RM 2 BURIED UNDER ROCK PILE
 RE0714'
 RE0714'AZ MARK OK.
 RE0714'
 RE0714'BIRCH TREES MENTION IN DESCRIPTION NOW GONE
 RE0714'
 RE0714'STATION IS NW OF JUNK PILE.
 RE0714
 RE0714                          STATION RECOVERY (1975)
 RE0714
 RE0714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 RE0714'NOT OCCUPIED AT THIS TIME.
 RE0714'
 RE0714'STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 RE0714'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 RE0714'AND THE HOULTON RCAG RADIO MAST ARE VISIBLE FROM GROUND AT
 RE0714'THE STATION.
 RE0714'
 RE0714'STATION IS LOCATED ABOUT 5-1/2 MILES WEST-NORTHWEST OF
 RE0714'HOULTON, IT IS AT THE SOUTH EDGE OF WOOD JUST NORTH OF OPEN
 RE0714'FIELD AND ABOUT 0.4 MILE NORTH-NORTHWEST OF FARM BUILDINGS
 RE0714'OWNED BY MR. GORDON WRIGHT.
 RE0714'
 RE0714'TO REACH THE STATION FROM THE TRAFFIC CIRCLE IN HOULTON, GO
 RE0714'NORTH ON U.S. HIGHWAYS 1 AND 2 FOR 0.2 MILE, CONTINUE NORTH
 RE0714'ON U.S. HIGHWAY 1 FOR 0.7 MILE TO POINT WHERE INTERSTATE HIGHWAY
 RE0714'95 CROSSES OVER U.S. HIGHWAY 1, CONTINUE NORTH ON U.S. HIGHWAY 1
 RE0714'FOR 0.1 MILE TO A SIDE ROAD LEFT, TURN LEFT, GO WEST 5.3 MILES
 RE0714'TO A SMALL CEMETERY ON LEFT, CONTINUE WEST FOR 0.05 MILE TO THE
 RE0714'FARM OF MR. GORDON WRIGHT ON THE RIGHT, THE AZIMUTH MARK IS
 RE0714'ABOUT 100 YARDS NORTHEAST OF HOUSE.  TURN RIGHT INTO FARM YARD,
 RE0714'OBTAIN PERMISSION TO PROCEED TO STATION FROM MR WRIGHT WHO
 RE0714'LIVES IN HOUSE, GO NORTHERLY PASSING BETWEEN THE HOUSE AND BARN
 RE0714'AND FOLLOW FIELD ROAD FOR 0.4 MILE TO EDGE OF WOODS, A LARGE
 RE0714'PILE OF JUNKED CAR AND THE STATION AS DESCRIBED.
 RE0714'
 RE0714'STATION MARK IS A STANDARD DISK SET IN TOP OF A 12 INCH SQUARE
 RE0714'CONCRETE MONUMENT PROJECTING ABOUT 2 INCHES ABOVE GROUND AND IS
 RE0714'STAMPED LUDLOW 2 1959.  IT IS 86 FEET WEST-NORTHWEST OF EDGE
 RE0714'OF PILE OF JUNKED CARS, 58 FEET NORTH OF DIM TRACK ROAD, AT THE
 RE0714'SOUTH EDGE OF WOODS AND 1.5 FEET NORTH-NORTHEAST OF WITNESS POST.
 RE0714'
 RE0714'REFERENCE MARK 1 A STANDARD DISK SET TOP OF A 12 INCH SQUARE
 RE0714'CONCRETE MONUMENT PROJECTING ABOUT 2 INCHES ABOVE GROUND AND IS
 RE0714'STAMPED LUDLOW 2 NO 1 1959.  IT IS 162 FEET EAST OF WITNESS POST,
 RE0714'AT THE EDGE OF WOODS AND 58 FEET NORTHEAST OF PILE OF JUNKED CARS.
 RE0714'
 RE0714'REFERENCE MARK 2 IS A STANDARD DISK SET IN DRILL HOLE IN OUTCROP OF
 RE0714'ROCK FLUSH WITH THE GROUND AND IS STAMPED LUDLOW 2 NO 2 1959.  IT
 RE0714'IS 116 FEET SOUTHWEST OF PILE OF JUNKED CARS, 102.4 FEET
 RE0714'SOUTH-SOUTHWEST OF WITNESS POST 45 FEET SOUTH-SOUTHWEST OF DIM
 RE0714'TRACK ROAD.
 RE0714'
 RE0714'AZIMUTH MARK IS A STANDARD DISK SET IN A DRILL HOLE IN OUTCROP OF
 RE0714'ROCK PROJECTING ABOUT 4 INCHES AND IS STAMPED LUDLOW 2 1959.  IT IS
 RE0714'ABOUT 100 YARDS NORTHEAST OF HOUSE, ABOUT 100 YARDS NORTH OF ROAD,
 RE0714'38 FEET WEST OF EDGE OF WOODS AND 35.5 FEET WEST OF WITNESS POST.
 RE0714'
 RE0714'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RE0714'5-1/2 MILES NORTHWEST OF HOULTON.
 RE0714
 RE0714                          STATION RECOVERY (1981)
 RE0714
 RE0714'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1981 (BJR)
 RE0714'LUDLOW - 2 - 1959 RECOVERED GOOD.
 RE0714'
 RE0714'LUDLOW - 2 NO. 1 - 1959 RECOVERED GOOD.
 RE0714'
 RE0714'LUDLOW - 2 NO. 2 - 1959 RECOVERED GOOD.
 RE0714'
 RE0714'AZ - LUDLOW-2 - 1959 RECOVERED GOOD.
 RE0714'
 RE0714'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5.5 MI.
 RE0714'WEST-NORTHWEST OF HOULTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0715 ***********************************************************************
 RE0715  DESIGNATION -  LUDLOW GSC
 RE0715  PID         -  RE0715
 RE0715  STATE/COUNTY-  ME/AROOSTOOK
 RE0715  USGS QUAD   -  TWIN BROOK (1984)
 RE0715
 RE0715                         *CURRENT SURVEY CONTROL
 RE0715  ___________________________________________________________________
 RE0715* NAD 83(1996)-  46 09 08.58489(N)    067 56 54.15503(W)     ADJUSTED  
 RE0715* NAVD 88     -       227.2    (meters)     745.     (feet)  VERTCON   
 RE0715  ___________________________________________________________________
 RE0715  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 RE0715  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 RE0715
 RE0715  HORZ ORDER  -  SECOND
 RE0715
 RE0715.The horizontal coordinates were established by classical geodetic methods
 RE0715.and adjusted by the National Geodetic Survey in March 1998..
 RE0715
 RE0715.The NAVD 88 height was computed by applying the VERTCON shift value to
 RE0715.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RE0715
 RE0715.The Laplace correction was computed from DEFLEC99 derived deflections.
 RE0715
 RE0715.The geoid height was determined by GEOID03.
 RE0715
 RE0715;                    North         East     Units Scale Factor Converg.
 RE0715;SPC ME E     -   276,358.174   342,608.842   MT  0.99992231   +0 23 52.2
 RE0715;UTM  19      - 5,111,516.186   581,205.643   MT  0.99968106   +0 45 30.4
 RE0715
 RE0715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RE0715!SPC ME E     -   0.99996809  x   0.99992231  =   0.99989040
 RE0715!UTM  19      -   0.99996809  x   0.99968106  =   0.99964916
 RE0715
 RE0715:                Primary Azimuth Mark                     Grid Az
 RE0715:SPC ME E     -  LITTLETON GSC                            035 43 16.7
 RE0715:UTM  19      -  LITTLETON GSC                            035 21 38.5
 RE0715
 RE0715|---------------------------------------------------------------------|
 RE0715| PID    Reference Object                     Distance      Geod. Az  |
 RE0715|                                                           dddmmss.s |
 RE0715| RE0716 LITTLETON GSC                       APPROX. 9.2 KM 0360708.9 |
 RE0715|---------------------------------------------------------------------|
 RE0715
 RE0715                          SUPERSEDED SURVEY CONTROL
 RE0715
 RE0715  NAD 83(1992)-  46 09 08.58242(N)    067 56 54.15323(W) AD(       ) 2
 RE0715  NAD 83(1986)-  46 09 08.58636(N)    067 56 54.17148(W) AD(       ) 2
 RE0715  NAD 27      -  46 09 08.40200(N)    067 56 56.10300(W) AD(       ) 2
 RE0715  NGVD 29 (07/19/86)  227.4    (m)          746.     (f) VERT ANG       
 RE0715
 RE0715.Superseded values are not recommended for survey control.
 RE0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0715.See file dsdata.txt to determine how the superseded data were derived.
 RE0715
 RE0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM8120611516(NAD 83)
 RE0715_MARKER: DD = SURVEY DISK
 RE0715_SETTING: 66 = SET IN ROCK OUTCROP
 RE0715_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 RE0715_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RE0715+STABILITY: POSITION/ELEVATION WELL
 RE0715
 RE0715  HISTORY     - Date     Condition        Report By
 RE0715  HISTORY     - 1916     MONUMENTED       GSC
 RE0715
 RE0715                          STATION DESCRIPTION
 RE0715
 RE0715'DESCRIBED BY GEODETIC SURVEY OF CANADA 1916 (JLR)
 RE0715'IN LUDLOW TOWNSHIP, ON LOT 2 OF RANGE 5, ON A FARM OWNED BY R D
 RE0715'STEVENSON.  THE STATION LIES ON THE EASTERLY SLOPE OF A HILL ABOUT
 RE0715'900 FEET EAST OF AND 60 FEET LOWER THAN THE TOP OF THE HILL.  IT IS
 RE0715'ON A ROCK OUTCROP ABOUT 50 FEET NORTH OF THE NORTH END OF A STONE
 RE0715'FENCE WHICH RUNS BACK (NORTH) FROM THE FARM BUILDINGS AND IT IS ABOUT
 RE0715'ONE - FOURTH MILE FROM THESE BUILDINGS.
 RE0715'
 RE0715'STATION MARK--BRONZE DISK CEMENTED IN THE ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0719 ***********************************************************************
 RE0719  DESIGNATION -  LUNNON GSC
 RE0719  PID         -  RE0719
 RE0719  STATE/COUNTY-  ME/AROOSTOOK
 RE0719  USGS QUAD   -  MONTICELLO (1984)
 RE0719
 RE0719                         *CURRENT SURVEY CONTROL
 RE0719  ___________________________________________________________________
 RE0719* NAD 83(1996)-  46 17 23.68514(N)    067 47 25.16188(W)     ADJUSTED  
 RE0719* NAVD 88     -       139.6    (meters)     458.     (feet)  VERTCON   
 RE0719  ___________________________________________________________________
 RE0719  LAPLACE CORR-           3.12  (seconds)                    DEFLEC99
 RE0719  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 RE0719
 RE0719  HORZ ORDER  -  SECOND
 RE0719
 RE0719.The horizontal coordinates were established by classical geodetic methods
 RE0719.and adjusted by the National Geodetic Survey in March 1998..
 RE0719
 RE0719.The NAVD 88 height was computed by applying the VERTCON shift value to
 RE0719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RE0719
 RE0719.The Laplace correction was computed from DEFLEC99 derived deflections.
 RE0719
 RE0719.The geoid height was determined by GEOID03.
 RE0719
 RE0719;                    North         East     Units Scale Factor Converg.
 RE0719;SPC ME E     -   291,740.508   354,680.591   MT  0.99993674   +0 30 46.8
 RE0719;UTM  19      - 5,126,970.641   593,177.399   MT  0.99970672   +0 52 28.1
 RE0719
 RE0719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RE0719!SPC ME E     -   0.99998179  x   0.99993674  =   0.99991853
 RE0719!UTM  19      -   0.99998179  x   0.99970672  =   0.99968851
 RE0719
 RE0719:                Primary Azimuth Mark                     Grid Az
 RE0719:SPC ME E     -  LITTLETON GSC                            220 15 29.7
 RE0719:UTM  19      -  LITTLETON GSC                            219 53 48.4
 RE0719
 RE0719|---------------------------------------------------------------------|
 RE0719| PID    Reference Object                     Distance      Geod. Az  |
 RE0719|                                                           dddmmss.s |
 RE0719| RE0716 LITTLETON GSC                       APPROX.10.4 KM 2204616.5 |
 RE0719|---------------------------------------------------------------------|
 RE0719
 RE0719                          SUPERSEDED SURVEY CONTROL
 RE0719
 RE0719  NAD 83(1992)-  46 17 23.68158(N)    067 47 25.15980(W) AD(       ) 2
 RE0719  NAD 83(1986)-  46 17 23.68072(N)    067 47 25.17791(W) AD(       ) 2
 RE0719  NAD 27      -  46 17 23.50800(N)    067 47 27.10600(W) AD(       ) 2
 RE0719  NGVD 29 (07/19/86)  139.8    (m)          459.     (f) VERT ANG       
 RE0719
 RE0719.Superseded values are not recommended for survey control.
 RE0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0719.See file dsdata.txt to determine how the superseded data were derived.
 RE0719
 RE0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM9317726971(NAD 83)
 RE0719_MARKER: DD = SURVEY DISK
 RE0719_SETTING: 66 = SET IN ROCK OUTCROP
 RE0719_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 RE0719_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RE0719+STABILITY: POSITION/ELEVATION WELL
 RE0719
 RE0719  HISTORY     - Date     Condition        Report By
 RE0719  HISTORY     - 1916     MONUMENTED       GSC
 RE0719
 RE0719                          STATION DESCRIPTION
 RE0719
 RE0719'DESCRIBED BY GEODETIC SURVEY OF CANADA 1916 (JLR)
 RE0719'IN MONTICELLO TOWNSHIP, ON LAND OWNED BY WILLIAM LONDON.  THE STATION
 RE0719'IS ON TOP OF A BARE HILL, IN A CULTIVATED FIELD ABOUT 1-1/2 MILES
 RE0719'SOUTH AND 2-1/2 MILES EAST OF THE VILLAGE OF MONTICELLO, ME, AND
 RE0719'ABOUT 1,000 FEET WEST OF THE BRANCH OF THE MEDUXNEKEAG RIVER, WHICH
 RE0719'FLOWS THROUGH MONTICELLO VILLAGE.
 RE0719'
 RE0719'STATION MARK--BRONZE DISK SET IN SOLID ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1337 ***********************************************************************
 PE1337  DESIGNATION -  LYONS
 PE1337  PID         -  PE1337
 PE1337  STATE/COUNTY-  ME/KENNEBEC
 PE1337  USGS QUAD   -  VASSALBORO (1988)
 PE1337
 PE1337                         *CURRENT SURVEY CONTROL
 PE1337  ___________________________________________________________________
 PE1337* NAD 83(1996)-  44 27 29.65085(N)    069 42 51.03887(W)     ADJUSTED  
 PE1337* NAVD 88     -        72.677  (meters)     238.44   (feet)  ADJUSTED  
 PE1337  ___________________________________________________________________
 PE1337  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 PE1337  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 PE1337  DYNAMIC HT  -          72.672 (meters)     238.42  (feet)  COMP
 PE1337  MODELED GRAV-     980,539.5   (mgal)                       NAVD 88
 PE1337
 PE1337  HORZ ORDER  -  SECOND
 PE1337  VERT ORDER  -  SECOND    CLASS I
 PE1337
 PE1337.The horizontal coordinates were established by classical geodetic methods
 PE1337.and adjusted by the National Geodetic Survey in March 1998..
 PE1337
 PE1337.The orthometric height was determined by differential leveling
 PE1337.and adjusted by the National Geodetic Survey in June 1991..
 PE1337
 PE1337.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1337
 PE1337.The geoid height was determined by GEOID03.
 PE1337
 PE1337.The dynamic height is computed by dividing the NAVD 88
 PE1337.geopotential number by the normal gravity value computed on the
 PE1337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1337.degrees latitude (g = 980.6199 gals.).
 PE1337
 PE1337.The modeled gravity was interpolated from observed gravity values.
 PE1337
 PE1337;                    North         East     Units Scale Factor Converg.
 PE1337;SPC ME W     -   180,628.965   936,010.755   MT  0.99998261   +0 19 00.9
 PE1337;UTM  19      - 4,923,018.205   443,183.954   MT  0.99963970   -0 30 00.8
 PE1337
 PE1337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1337!SPC ME W     -   0.99999265  x   0.99998261  =   0.99997526
 PE1337!UTM  19      -   0.99999265  x   0.99963970  =   0.99963236
 PE1337
 PE1337|---------------------------------------------------------------------|
 PE1337| PID    Reference Object                     Distance      Geod. Az  |
 PE1337|                                                           dddmmss.s |
 PE1337| PE1336 LYONS RM 1                           22.420 METERS 01600     |
 PE1337| PE2407 OBER AZ MK MEDOT 1974               APPROX. 2.7 KM 1131122.0 |
 PE1337| CE8090 LYONS AZ MK                                        1945007.6 |
 PE1337| PE1338 LYONS RM 2                           22.937 METERS 19517     |
 PE1337|---------------------------------------------------------------------|
 PE1337
 PE1337                          SUPERSEDED SURVEY CONTROL
 PE1337
 PE1337  NAD 83(1992)-  44 27 29.64959(N)    069 42 51.03598(W) AD(       ) 2
 PE1337  NAD 83(1986)-  44 27 29.65474(N)    069 42 51.04242(W) AD(       ) 2
 PE1337  NAD 27      -  44 27 29.41368(N)    069 42 52.88066(W) AD(       ) 2
 PE1337  NGVD 29 (??/??/92)   72.878  (m)          239.10   (f) ADJ UNCH    2 1
 PE1337
 PE1337.Superseded values are not recommended for survey control.
 PE1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1337.See file dsdata.txt to determine how the superseded data were derived.
 PE1337
 PE1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK4318423018(NAD 83)
 PE1337_MARKER: DD = SURVEY DISK
 PE1337_SETTING: 66 = SET IN ROCK OUTCROP
 PE1337_SP_SET: ROCK LEDGE
 PE1337_STAMPING: LYONS 1974
 PE1337_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1337+STABILITY: POSITION/ELEVATION WELL
 PE1337
 PE1337  HISTORY     - Date     Condition        Report By
 PE1337  HISTORY     - 1974     MONUMENTED       MEDT
 PE1337  HISTORY     - 1974     GOOD             MEDT
 PE1337  HISTORY     - 1979     GOOD             MEDT
 PE1337
 PE1337                          STATION DESCRIPTION
 PE1337
 PE1337'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974 (RCA)
 PE1337'THE STATION IS LOCATED 8.0 MILES SOUTHWEST OF WATERVILLE, 1.4 MILES
 PE1337'WEST OF THE KENNEBEC RIVER, AND 0.20 MILE NORTH OF THE LYONS ROAD
 PE1337'OVERPASS OVER INTERSTATE 95.
 PE1337'
 PE1337'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 95 AND STATE
 PE1337'ROADS 11 AND 137, GO SOUTHERLY ON INTERSTATE 95 FOR 3.4 MILES TO
 PE1337'THE TOWN FARM ROAD OVERPASS OVER INTERSTATE 95.  CONTINUE SOUTHERLY
 PE1337'ON INTERSTATE 95 FOR 2.5 MILES TO THE STATION ON THE RIGHT AS
 PE1337'DESCRIBED.
 PE1337'
 PE1337'THE STATION MARK IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 PE1337'DISK STAMPED LYONS 1974 THAT IS CEMENTED IN A DRILL HOLE IN ROCK
 PE1337'LEDGE APPROXIMATELY 1.5 FEET BELOW THE SURFACE OF THE GROUND.  IT
 PE1337'IS 7.9 FEET EAST OF A METAL WITNESS POST, 21.8 FEET EAST OF AN
 PE1337'8-INCH TRIANGLE BLAZED BIRCH TREE, AND 78.5 FEET WEST OF THE
 PE1337'CENTERLINE OF THE SOUTHBOUND LANES OF INTERSTATE 95.  THE MARK
 PE1337'IS APPROXIMATELY 10 FEET HIGHER THAN THE ROAD SURFACE.
 PE1337'
 PE1337'REFERENCE MARK 1 IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 PE1337'DISK STAMPED LYONS RM 1 1974 SET IN THE TOP OF A 12-INCH
 PE1337'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 0.3 FEET ABOVE THE
 PE1337'GROUND SURFACE.  IT IS 2.8 FEET EAST OF A METAL WITNESS POST, AND
 PE1337'79.5 FEET WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF
 PE1337'INTERSTATE 95.  IT IS APPROXIMATELY 10 FEET HIGHER THAN THE ROAD
 PE1337'SURFACE.
 PE1337'
 PE1337'THE AZIMUTH MARK IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 PE1337'DISK STAMPED LYONS AZ MK 1974 THAT IS CEMENTED IN A DRILL HOLE IN
 PE1337'THE NORTHWEST EDGE OF THE NORTHWEST ABUTMENT FOR THE LYONS ROAD
 PE1337'OVERPASS OVER INTERSTATE 95 NORTHBOUND.  IT IS 0.8 FEET EAST OF
 PE1337'THE NORTHWEST EDGE OF THE CONCRETE ABUTMENT, AND 13.9 FEET NORTH
 PE1337'OF THE CENTERLINE OF LYONS ROAD.
 PE1337'
 PE1337'REFERENCE MARK 2 IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 PE1337'DISK STAMPED LYONS RM 2 1974 SET IN THE TOP OF A 12-INCH
 PE1337'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 0.4 FEET ABOVE THE
 PE1337'GROUND SURFACE.  IT IS 2.0 FEET EAST OF A METAL WITNESS POST, AND
 PE1337'75.5 FEET WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF
 PE1337'INTERESTATE 95.  IT IS APPROXIMATELY 10 FEET HIGHER THAN THE
 PE1337'ROAD SURFACE.
 PE1337'
 PE1337'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTHERLY
 PE1337'ON INTERSTATE 95 FOR 0.20 MILE TO THE LYONS ROAD OVERPASS AND
 PE1337'THE MARK AS DESCRIBED.
 PE1337'
 PE1337'HEIGHT OF LIGHT ABOVE STATION MARK 22.3 METERS.
 PE1337
 PE1337                          STATION RECOVERY (1974)
 PE1337
 PE1337'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 PE1337'0.4 MI NE FROM SIDNEY.
 PE1337'ABOUT 6.45 MILES SOUTHWEST ALONG I-95 SOUTHBOUND FROM THE I-95
 PE1337'OVERPASS CROSSING STATE ROUTES 11, 137 AND ALSO ABOUT 0.4 MILE
 PE1337'NORTHEAST OF THE LYONS ROAD OVERPASS IN THE TOWN OF SIDNEY.  A
 PE1337'DISK SET ABOUT 1.5 FEET BELOW GROUND, IN LEDGE, 78.5 FEET
 PE1337'NORTHWEST OF AN ABOUT 7 1/2 FEET ABOVE THE CENTERLINE OF I-95
 PE1337'SOUTHBOUND.  STATION MARK IS 21.8 FEET EAST OF A TRIANGULAR
 PE1337'BLAZED 8 INCH BIRCH, 7.9 FEET EAST OF A METAL WITNESS POST, AND
 PE1337'UNDER THE BERM PORTION OF A BERM DITCH.
 PE1337
 PE1337                          STATION RECOVERY (1979)
 PE1337
 PE1337'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1979
 PE1337'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0144 ***********************************************************************
 RF0144  DESIGNATION -  LYONS
 RF0144  PID         -  RF0144
 RF0144  STATE/COUNTY-  ME/AROOSTOOK
 RF0144  USGS QUAD   -  LUDLOW (1986)
 RF0144
 RF0144                         *CURRENT SURVEY CONTROL
 RF0144  ___________________________________________________________________
 RF0144* NAD 83(1986)-  46 07 45.     (N)    068 00 43.     (W)     SCALED    
 RF0144* NAVD 88     -       148.764  (meters)     488.07   (feet)  ADJUSTED  
 RF0144  ___________________________________________________________________
 RF0144  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 RF0144  DYNAMIC HT  -         148.771 (meters)     488.09  (feet)  COMP
 RF0144  MODELED GRAV-     980,655.1   (mgal)                       NAVD 88
 RF0144
 RF0144  VERT ORDER  -  SECOND    CLASS 0
 RF0144
 RF0144.The horizontal coordinates were scaled from a topographic map and have
 RF0144.an estimated accuracy of +/- 6 seconds.
 RF0144
 RF0144.The orthometric height was determined by differential leveling
 RF0144.and adjusted by the National Geodetic Survey in June 1991..
 RF0144
 RF0144.The geoid height was determined by GEOID03.
 RF0144
 RF0144.The dynamic height is computed by dividing the NAVD 88
 RF0144.geopotential number by the normal gravity value computed on the
 RF0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0144.degrees latitude (g = 980.6199 gals.).
 RF0144
 RF0144.The modeled gravity was interpolated from observed gravity values.
 RF0144
 RF0144;                    North         East    Units  Estimated Accuracy
 RF0144;SPC ME E     -   273,750.      337,720.      MT  (+/- 180 meters Scaled)
 RF0144
 RF0144                          SUPERSEDED SURVEY CONTROL
 RF0144
 RF0144  NGVD 29 (??/??/92)  148.954  (m)          488.69   (f) ADJ UNCH    2 0
 RF0144
 RF0144.Superseded values are not recommended for survey control.
 RF0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0144.See file dsdata.txt to determine how the superseded data were derived.
 RF0144
 RF0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM763088(NAD 83)
 RF0144_MARKER: DB = BENCH MARK DISK
 RF0144_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RF0144_SP_SET: GRANITE BLOCK
 RF0144_STAMPING: 488.693 LYONS 1933
 RF0144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RF0144
 RF0144  HISTORY     - Date     Condition        Report By
 RF0144  HISTORY     - 1933     MONUMENTED       CGS
 RF0144  HISTORY     - 1959     GOOD             NGS
 RF0144
 RF0144                          STATION DESCRIPTION
 RF0144
 RF0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RF0144'1.4 MI SE FROM LUDLOW.
 RF0144'1.4 MILES SOUTHEAST ALONG THE BANGOR AND AROOSTOOK RAILROAD
 RF0144'FROM THE STATION AT LUDLOW, AROOSTOOK COUNTY, 0.4 MILE NORTHWEST
 RF0144'OF THE CROSSING OF A ROAD LEADING TO MC CAIN SCHOOL, AT MILEPOST
 RF0144'157, 125 FEET SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 2,
 RF0144'25 FEET NORTHEAST OF THE CENTER LINE OF THE TRACK, IN THE TOP OF
 RF0144'THE NORTH ONE OF TWO GRANITE BLOCKS, AND ABOUT 1 FOOT ABOVE THE
 RF0144'TOP OF THE RAIL.  A STANDARD DISK, STAMPED 488.693 LYONS 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1602 ***********************************************************************
 QF1602  DESIGNATION -  LYONS IBC
 QF1602  PID         -  QF1602
 QF1602  STATE/COUNTY-  ME/WASHINGTON
 QF1602  USGS QUAD   -  FOREST (1988)
 QF1602
 QF1602                         *CURRENT SURVEY CONTROL
 QF1602  ___________________________________________________________________
 QF1602* NAD 83(1996)-  45 36 59.39138(N)    067 39 15.51774(W)     ADJUSTED  
 QF1602* NAVD 88     -       118.     (meters)     387.     (feet)  SCALED    
 QF1602  ___________________________________________________________________
 QF1602  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 QF1602  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 QF1602
 QF1602  HORZ ORDER  -  THIRD
 QF1602
 QF1602.The horizontal coordinates were established by classical geodetic methods
 QF1602.and adjusted by the National Geodetic Survey in March 1998..
 QF1602
 QF1602.The orthometric height was scaled from a topographic map.
 QF1602
 QF1602.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1602
 QF1602.The geoid height was determined by GEOID03.
 QF1602
 QF1602;                    North         East     Units Scale Factor Converg.
 QF1602;SPC ME E     -   217,000.736   365,954.365   MT  0.99995346   +0 36 15.9
 QF1602;UTM  19      - 5,052,319.798   604,917.193   MT  0.99973533   +0 57 42.5
 QF1602
 QF1602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1602!SPC ME E     -   0.99998526  x   0.99995346  =   0.99993872
 QF1602!UTM  19      -   0.99998526  x   0.99973533  =   0.99972059
 QF1602
 QF1602:                Primary Azimuth Mark                     Grid Az
 QF1602:SPC ME E     -  NORWAY IBC                               100 04 45.1
 QF1602:UTM  19      -  NORWAY IBC                               099 43 18.5
 QF1602
 QF1602|---------------------------------------------------------------------|
 QF1602| PID    Reference Object                     Distance      Geod. Az  |
 QF1602|                                                           dddmmss.s |
 QF1602| QF1585 NORWAY IBC                          APPROX. 3.9 KM 1004101.0 |
 QF1602|---------------------------------------------------------------------|
 QF1602
 QF1602                          SUPERSEDED SURVEY CONTROL
 QF1602
 QF1602  NAD 83(1992)-  45 36 59.38776(N)    067 39 15.51536(W) AD(       ) 3
 QF1602  NAD 83(1986)-  45 36 59.39067(N)    067 39 15.52782(W) AD(       ) 3
 QF1602  NAD 27      -  45 36 59.16600(N)    067 39 17.50600(W) AD(       ) 3
 QF1602
 QF1602.Superseded values are not recommended for survey control.
 QF1602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1602.See file dsdata.txt to determine how the superseded data were derived.
 QF1602
 QF1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL0491752320(NAD 83)
 QF1602_MARKER: DD = SURVEY DISK
 QF1602_SETTING: 80 = SET IN A BOULDER
 QF1602_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF1602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1602+STABILITY: SURFACE MOTION
 QF1602
 QF1602  HISTORY     - Date     Condition        Report By
 QF1602  HISTORY     - 1912     MONUMENTED       IBC
 QF1602  HISTORY     - 1955     GOOD             IBC
 QF1602  HISTORY     - 1972     GOOD             IBC
 QF1602
 QF1602                          STATION DESCRIPTION
 QF1602
 QF1602'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (AJB)
 QF1602'ON THE SHARP PROMINENT POINT OF THE W SHORE OF SPEDNIK LAKE, OPPOSITE
 QF1602'THE N END OF BIRCH ISLAND.  THERE IS A LARGE ROCK 15 METERS DISTANT
 QF1602'ON THE POINT W FROM THE STATION.  A LINE FROM THE STATION TO THE
 QF1602'UPPER END OF BIRCH ISLAND PASSES 30 METERS N OF A SMALL ISLAND IN
 QF1602'MID - CHANNEL.  STATION IS 60 FEET OUTSIDE THE TREE LINE ON THE
 QF1602'POINT AND ON THE LARGEST ROCK ON THE POINT.
 QF1602'
 QF1602'STATION MARK IS A US AND CB BRONZE DISK SET IN A DRILL HOLE IN A ROCK
 QF1602'5.5 METERS LONG, 4.3 METERS WIDE, 3 METERS HIGH AT ITS UPLAKE SIDE,
 QF1602'AND 1.2 METERS HIGH AT ITS DOWNLAKE SIDE.  TWO CROSSES WITHIN
 QF1602'TRIANGLES ARE CUT IN THE ROCK, ONE IS INLAND 1.24 METERS, THE OTHER
 QF1602'IS LAKEWARD 1.23 METERS FROM STATION MARK.  A CROSS ONLY IS CUT IN
 QF1602'THE ROCK 1.16 METERS UPLAKE FROM THE STATION MARK.
 QF1602
 QF1602                          STATION RECOVERY (1955)
 QF1602
 QF1602'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1602'STATION RECOVERED IN GOOD CONDITION.
 QF1602
 QF1602                          STATION RECOVERY (1972)
 QF1602
 QF1602'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1602'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1336 ***********************************************************************
 PE1336  DESIGNATION -  LYONS RM 1
 PE1336  PID         -  PE1336
 PE1336  STATE/COUNTY-  ME/KENNEBEC
 PE1336  USGS QUAD   -  VASSALBORO (1988)
 PE1336
 PE1336                         *CURRENT SURVEY CONTROL
 PE1336  ___________________________________________________________________
 PE1336* NAD 83(1986)-  44 27 28.     (N)    069 42 55.     (W)     SCALED    
 PE1336* NAVD 88     -        72.628  (meters)     238.28   (feet)  ADJUSTED  
 PE1336  ___________________________________________________________________
 PE1336  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 PE1336  DYNAMIC HT  -          72.622 (meters)     238.26  (feet)  COMP
 PE1336  MODELED GRAV-     980,539.4   (mgal)                       NAVD 88
 PE1336
 PE1336  VERT ORDER  -  SECOND    CLASS I
 PE1336
 PE1336.The horizontal coordinates were scaled from a topographic map and have
 PE1336.an estimated accuracy of +/- 6 seconds.
 PE1336
 PE1336.The orthometric height was determined by differential leveling
 PE1336.and adjusted by the National Geodetic Survey in June 1991..
 PE1336
 PE1336.The geoid height was determined by GEOID03.
 PE1336
 PE1336.The dynamic height is computed by dividing the NAVD 88
 PE1336.geopotential number by the normal gravity value computed on the
 PE1336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1336.degrees latitude (g = 980.6199 gals.).
 PE1336
 PE1336.The modeled gravity was interpolated from observed gravity values.
 PE1336
 PE1336;                    North         East    Units  Estimated Accuracy
 PE1336;SPC ME W     -   180,580.      935,920.      MT  (+/- 180 meters Scaled)
 PE1336
 PE1336                          SUPERSEDED SURVEY CONTROL
 PE1336
 PE1336  NGVD 29 (??/??/92)   72.829  (m)          238.94   (f) ADJ UNCH    2 1
 PE1336
 PE1336.Superseded values are not recommended for survey control.
 PE1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1336.See file dsdata.txt to determine how the superseded data were derived.
 PE1336
 PE1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK430229(NAD 83)
 PE1336_MARKER: DD = SURVEY DISK
 PE1336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1336_STAMPING: LYONS RM 1 1974
 PE1336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1336+STABILITY: SURFACE MOTION
 PE1336
 PE1336  HISTORY     - Date     Condition        Report By
 PE1336  HISTORY     - 1974     MONUMENTED       MEDT
 PE1336  HISTORY     - 1979     GOOD             MEDT
 PE1336
 PE1336                          STATION DESCRIPTION
 PE1336
 PE1336'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 PE1336'0.4 MI NE FROM SIDNEY.
 PE1336'ABOUT 6.45 MILES SOUTHWEST ALONG I-95 SOUTHBOUND FROM THE I-95
 PE1336'OVERPASS CROSSING STATE ROUTES 11, 137 AND ALSO 0.4 MILE
 PE1336'NORTHEAST OF THE LYONS ROAD OVERPASS IN THE TOWN OF SIDNEY.  A
 PE1336'DISK SET FLUSH IN THE TOP OF A CYLINDRICAL CONCRETE POST
 PE1336'PROJECTING 4 INCHES IN THE CENTERLINE OF A BERM DITCH ALONG THE
 PE1336'TOP OF A SLOPE.  DISK IS 79.5 FEET NORTHEAST OF AND ABOUT 6 FEET
 PE1336'ABOVE THE CENTERLINE OF I-95 SOUTHBOUND, 73.56 FEET NORTHEAST
 PE1336'OF THE STATION MARK DESCRIBED AND 2.8 FEET EAST OF A METAL
 PE1336'WITNESS POST.
 PE1336
 PE1336                          STATION RECOVERY (1979)
 PE1336
 PE1336'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1979
 PE1336'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1338 ***********************************************************************
 PE1338  DESIGNATION -  LYONS RM 2
 PE1338  PID         -  PE1338
 PE1338  STATE/COUNTY-  ME/KENNEBEC
 PE1338  USGS QUAD   -  VASSALBORO (1988)
 PE1338
 PE1338                         *CURRENT SURVEY CONTROL
 PE1338  ___________________________________________________________________
 PE1338* NAD 83(1986)-  44 27 28.     (N)    069 42 55.     (W)     SCALED    
 PE1338* NAVD 88     -        72.558  (meters)     238.05   (feet)  ADJUSTED  
 PE1338  ___________________________________________________________________
 PE1338  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 PE1338  DYNAMIC HT  -          72.552 (meters)     238.03  (feet)  COMP
 PE1338  MODELED GRAV-     980,539.4   (mgal)                       NAVD 88
 PE1338
 PE1338  VERT ORDER  -  SECOND    CLASS I
 PE1338
 PE1338.The horizontal coordinates were scaled from a topographic map and have
 PE1338.an estimated accuracy of +/- 6 seconds.
 PE1338
 PE1338.The orthometric height was determined by differential leveling
 PE1338.and adjusted by the National Geodetic Survey in June 1991..
 PE1338
 PE1338.The geoid height was determined by GEOID03.
 PE1338
 PE1338.The dynamic height is computed by dividing the NAVD 88
 PE1338.geopotential number by the normal gravity value computed on the
 PE1338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1338.degrees latitude (g = 980.6199 gals.).
 PE1338
 PE1338.The modeled gravity was interpolated from observed gravity values.
 PE1338
 PE1338;                    North         East    Units  Estimated Accuracy
 PE1338;SPC ME W     -   180,580.      935,920.      MT  (+/- 180 meters Scaled)
 PE1338
 PE1338                          SUPERSEDED SURVEY CONTROL
 PE1338
 PE1338  NGVD 29 (??/??/92)   72.759  (m)          238.71   (f) ADJ UNCH    2 1
 PE1338
 PE1338.Superseded values are not recommended for survey control.
 PE1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1338.See file dsdata.txt to determine how the superseded data were derived.
 PE1338
 PE1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK430229(NAD 83)
 PE1338_MARKER: DD = SURVEY DISK
 PE1338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1338_STAMPING: LYONS RM 2 1974
 PE1338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1338+STABILITY: SURFACE MOTION
 PE1338
 PE1338  HISTORY     - Date     Condition        Report By
 PE1338  HISTORY     - 1974     MONUMENTED       MEDT
 PE1338  HISTORY     - 1979     GOOD             MEDT
 PE1338
 PE1338                          STATION DESCRIPTION
 PE1338
 PE1338'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 PE1338'0.4 MI NE FROM SIDNEY.
 PE1338'ABOUT 6.45 MILES SOUTHWEST ALONG I-95 SOUTHBOUND FROM THE I-95
 PE1338'OVERPASS CROSSING STATE ROUTES 11, 137, AND ALSO ABOUT 0.4
 PE1338'MILE NORTHEAST OF THE LYONS ROAD OVERPASS IN THE TOWN OF SIDNEY.
 PE1338'A DISK SET FLUSH IN THE TOP OF A CYLINDRICAL CONCRETE POST
 PE1338'PROJECTING 5 INCHES ABOUT 3 FEET EAST OF THE BERM OF A BERM
 PE1338'DITCH ALONG THE TOP OF A SLOPE.  DISK IS 75.5 FEET NORTHWEST OF
 PE1338'THE CENTERLINE AND ABOUT 8 FEET ABOVE THE SURFACE OF I-95
 PE1338'SOUTHBOUND, 75.25 FEET SOUTHWEST OF THE STATION MARK DESCRIBED
 PE1338'AND 2.0 FEET EAST OF A METAL WITNESS POST.
 PE1338
 PE1338                          STATION RECOVERY (1979)
 PE1338
 PE1338'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1979
 PE1338'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0778 ***********************************************************************
 QG0778  DESIGNATION -  M 1
 QG0778  PID         -  QG0778
 QG0778  STATE/COUNTY-  ME/PISCATAQUIS
 QG0778  USGS QUAD   -  BIG SQUAW POND (1989)
 QG0778
 QG0778                         *CURRENT SURVEY CONTROL
 QG0778  ___________________________________________________________________
 QG0778* NAD 83(1986)-  45 29 22.     (N)    069 37 37.     (W)     SCALED    
 QG0778* NAVD 88     -       316.484  (meters)    1038.33   (feet)  ADJUSTED  
 QG0778  ___________________________________________________________________
 QG0778  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 QG0778  DYNAMIC HT  -         316.477 (meters)    1038.31  (feet)  COMP
 QG0778  MODELED GRAV-     980,587.3   (mgal)                       NAVD 88
 QG0778
 QG0778  VERT ORDER  -  FIRST     CLASS II
 QG0778
 QG0778.The horizontal coordinates were scaled from a topographic map and have
 QG0778.an estimated accuracy of +/- 6 seconds.
 QG0778
 QG0778.The orthometric height was determined by differential leveling
 QG0778.and adjusted by the National Geodetic Survey in June 1991..
 QG0778
 QG0778.The geoid height was determined by GEOID03.
 QG0778
 QG0778.The dynamic height is computed by dividing the NAVD 88
 QG0778.geopotential number by the normal gravity value computed on the
 QG0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0778.degrees latitude (g = 980.6199 gals.).
 QG0778
 QG0778.The modeled gravity was interpolated from observed gravity values.
 QG0778
 QG0778;                    North         East    Units  Estimated Accuracy
 QG0778;SPC ME E     -   203,150.      211,910.      MT  (+/- 180 meters Scaled)
 QG0778
 QG0778                          SUPERSEDED SURVEY CONTROL
 QG0778
 QG0778  NGVD 29 (??/??/92)  316.655  (m)         1038.89   (f) ADJ UNCH    1 2
 QG0778
 QG0778.Superseded values are not recommended for survey control.
 QG0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0778.See file dsdata.txt to determine how the superseded data were derived.
 QG0778
 QG0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL510375(NAD 83)
 QG0778_MARKER: DB = BENCH MARK DISK
 QG0778_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QG0778_SP_SET: CULVERT
 QG0778_STAMPING: ELEV 1038.892 FT M 1 1916
 QG0778_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG0778
 QG0778  HISTORY     - Date     Condition        Report By
 QG0778  HISTORY     - 1916     MONUMENTED       CGS
 QG0778
 QG0778                          STATION DESCRIPTION
 QG0778
 QG0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1916
 QG0778'2 MI N FROM GREENVILLE JUNCTION.
 QG0778'2.0 MILES NORTH ALONG THE CANADIAN PACIFIC RAILWAY FROM GREENVILLE
 QG0778'JUNCTION, PISCATAQUIS COUNTY, 14-1/2 POLES NORTHEAST OF MILEPOST
 QG0778'35, AT A CONCRETE CULVERT AT MILEAGE 35.38, AND IN THE CENTER OF
 QG0778'THE TOP OF THE SOUTHEAST HEAD WALL.  A STANDARD DISK, STAMPED
 QG0778'ELEV 1038.892 FT M 1 1916.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1575 ***********************************************************************
 OC1575  DESIGNATION -  M 1 OVER 1 X 1941
 OC1575  PID         -  OC1575
 OC1575  STATE/COUNTY-  ME/CUMBERLAND
 OC1575  USGS QUAD   -  CAPE ELIZABETH (1975)
 OC1575
 OC1575                         *CURRENT SURVEY CONTROL
 OC1575  ___________________________________________________________________
 OC1575* NAD 83(1996)-  43 37 29.65512(N)    070 12 40.20853(W)     ADJUSTED  
 OC1575* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 OC1575  ___________________________________________________________________
 OC1575  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 OC1575  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 OC1575
 OC1575  HORZ ORDER  -  THIRD
 OC1575
 OC1575.The horizontal coordinates were established by classical geodetic methods
 OC1575.and adjusted by the National Geodetic Survey in March 1998..
 OC1575
 OC1575.The orthometric height was scaled from a topographic map.
 OC1575
 OC1575.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1575
 OC1575.The geoid height was determined by GEOID03.
 OC1575
 OC1575;                    North         East     Units Scale Factor Converg.
 OC1575;SPC ME W     -    87,939.340   896,408.344   MT  0.99996683   -0 01 50.5
 OC1575;UTM  19      - 4,830,925.759   402,285.572   MT  0.99971744   -0 50 08.5
 OC1575
 OC1575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1575!SPC ME W     -   1.00000177  x   0.99996683  =   0.99996860
 OC1575!UTM  19      -   1.00000177  x   0.99971744  =   0.99971921
 OC1575
 OC1575                          SUPERSEDED SURVEY CONTROL
 OC1575
 OC1575  NAD 83(1992)-  43 37 29.65334(N)    070 12 40.20950(W) AD(       ) 4
 OC1575  NAD 83(1986)-  43 37 29.65934(N)    070 12 40.21504(W) AD(       ) 4
 OC1575  NAD 27      -  43 37 29.35200(N)    070 12 42.06200(W) AD(       ) 3
 OC1575
 OC1575.Superseded values are not recommended for survey control.
 OC1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1575.See file dsdata.txt to determine how the superseded data were derived.
 OC1575
 OC1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0228630926(NAD 83)
 OC1575
 OC1575  HISTORY     - Date     Condition        Report By
 OC1575  HISTORY     - 1941     MONUMENTED       CGS
 OC1575
 OC1575                          STATION DESCRIPTION
 OC1575
 OC1575'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1575'STATION IS LOCATED AT FORT WILLIAMS, NEAR BATTERY SULLIVAN, ABOUT
 OC1575'200 FT. NW OF THE CENTER OF BATTERY SULLIVAN, AND IN A BUILDING
 OC1575'KNOWN AS THE MINE STATION.  IT IS THE INSTRUMENT CENTER OF THE
 OC1575'RIGHT (S) INSTRUMENT LOOKING TOWARD SEAWARD.  INSTRUMENT CENTER
 OC1575'WAS PROJECTED ON THE ROOF, THEREFORE, NO PERMANENT MARK WAS
 OC1575'ESTABLISHED.
 OC1575'
 OC1575'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1576 ***********************************************************************
 OC1576  DESIGNATION -  M 1 OVER 1 Y 1941
 OC1576  PID         -  OC1576
 OC1576  STATE/COUNTY-  ME/CUMBERLAND
 OC1576  USGS QUAD   -  CAPE ELIZABETH (1975)
 OC1576
 OC1576                         *CURRENT SURVEY CONTROL
 OC1576  ___________________________________________________________________
 OC1576* NAD 83(1996)-  43 37 29.80227(N)    070 12 40.30551(W)     ADJUSTED  
 OC1576* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 OC1576  ___________________________________________________________________
 OC1576  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 OC1576  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 OC1576
 OC1576  HORZ ORDER  -  THIRD
 OC1576
 OC1576.The horizontal coordinates were established by classical geodetic methods
 OC1576.and adjusted by the National Geodetic Survey in March 1998..
 OC1576
 OC1576.The orthometric height was scaled from a topographic map.
 OC1576
 OC1576.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1576
 OC1576.The geoid height was determined by GEOID03.
 OC1576
 OC1576;                    North         East     Units Scale Factor Converg.
 OC1576;SPC ME W     -    87,943.882   896,406.172   MT  0.99996683   -0 01 50.6
 OC1576;UTM  19      - 4,830,930.330   402,283.465   MT  0.99971745   -0 50 08.6
 OC1576
 OC1576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1576!SPC ME W     -   1.00000177  x   0.99996683  =   0.99996860
 OC1576!UTM  19      -   1.00000177  x   0.99971745  =   0.99971922
 OC1576
 OC1576                          SUPERSEDED SURVEY CONTROL
 OC1576
 OC1576  NAD 83(1992)-  43 37 29.80049(N)    070 12 40.30648(W) AD(       ) 4
 OC1576  NAD 83(1986)-  43 37 29.80649(N)    070 12 40.31201(W) AD(       ) 4
 OC1576  NAD 27      -  43 37 29.49900(N)    070 12 42.15900(W) AD(       ) 3
 OC1576
 OC1576.Superseded values are not recommended for survey control.
 OC1576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1576.See file dsdata.txt to determine how the superseded data were derived.
 OC1576
 OC1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0228330930(NAD 83)
 OC1576
 OC1576  HISTORY     - Date     Condition        Report By
 OC1576  HISTORY     - 1941     MONUMENTED       CGS
 OC1576
 OC1576                          STATION DESCRIPTION
 OC1576
 OC1576'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1576'STATION IS LOCATED AT FORT WILLIAMS, ABOUT 200 FT. NW OF THE
 OC1576'CENTER OF BATTERY SULLIVAN, AND IN A BUILDING KNOWN AS THE MINE
 OC1576'STATION.  IT IS THE INSTRUMENT CENTER OF THE LEFT (N) INSTRUMENT
 OC1576'LOOKING TOWARD SEAWARD.  INSTRUMENT CENTER WAS PROJECTED ON THE
 OC1576'ROOF, THEREFORE, NO PERMANENT MARK WAS ESTABLISHED.
 OC1576'
 OC1576'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1602 ***********************************************************************
 OC1602  DESIGNATION -  M 1 OVER 1X M 1 OVER 1Y OFFSET
 OC1602  PID         -  OC1602
 OC1602  STATE/COUNTY-  ME/CUMBERLAND
 OC1602  USGS QUAD   -  CAPE ELIZABETH (1975)
 OC1602
 OC1602                         *CURRENT SURVEY CONTROL
 OC1602  ___________________________________________________________________
 OC1602* NAD 83(1996)-  43 37 29.82132(N)    070 12 39.01247(W)     ADJUSTED  
 OC1602* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 OC1602  ___________________________________________________________________
 OC1602  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 OC1602  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 OC1602
 OC1602  HORZ ORDER  -  SECOND
 OC1602
 OC1602.The horizontal coordinates were established by classical geodetic methods
 OC1602.and adjusted by the National Geodetic Survey in March 1998..
 OC1602
 OC1602.The orthometric height was scaled from a topographic map.
 OC1602
 OC1602.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1602
 OC1602.The geoid height was determined by GEOID03.
 OC1602
 OC1602;                    North         East     Units Scale Factor Converg.
 OC1602;SPC ME W     -    87,944.455   896,435.161   MT  0.99996682   -0 01 49.7
 OC1602;UTM  19      - 4,830,930.495   402,312.451   MT  0.99971738   -0 50 07.7
 OC1602
 OC1602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1602!SPC ME W     -   1.00000177  x   0.99996682  =   0.99996859
 OC1602!UTM  19      -   1.00000177  x   0.99971738  =   0.99971915
 OC1602
 OC1602                          SUPERSEDED SURVEY CONTROL
 OC1602
 OC1602  NAD 83(1992)-  43 37 29.81953(N)    070 12 39.01344(W) AD(       ) 2
 OC1602  NAD 83(1986)-  43 37 29.82553(N)    070 12 39.01898(W) AD(       ) 2
 OC1602  NAD 27      -  43 37 29.51800(N)    070 12 40.86600(W) AD(       ) 2
 OC1602
 OC1602.Superseded values are not recommended for survey control.
 OC1602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1602.See file dsdata.txt to determine how the superseded data were derived.
 OC1602
 OC1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0231230930(NAD 83)
 OC1602_MARKER: W = UNMONUMENTED
 OC1602_SETTING: 0 = UNSPECIFIED SETTING
 OC1602
 OC1602  HISTORY     - Date     Condition        Report By
 OC1602  HISTORY     - 1941     MONUMENTED       CGS
 OC1602
 OC1602                          STATION DESCRIPTION
 OC1602
 OC1602'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 OC1602'SEE STATION DP 2 SULLIVAN O
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1774 ***********************************************************************
 OC1774  DESIGNATION -  M 1 OVER 2 X 1941
 OC1774  PID         -  OC1774
 OC1774  STATE/COUNTY-  ME/CUMBERLAND
 OC1774  USGS QUAD   -  PORTLAND EAST (1975)
 OC1774
 OC1774                         *CURRENT SURVEY CONTROL
 OC1774  ___________________________________________________________________
 OC1774* NAD 83(1996)-  43 40 50.58273(N)    070 11 22.83895(W)     ADJUSTED  
 OC1774* NAVD 88     -        24.     (meters)      79.     (feet)  SCALED    
 OC1774  ___________________________________________________________________
 OC1774  LAPLACE CORR-           3.49  (seconds)                    DEFLEC99
 OC1774  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 OC1774
 OC1774  HORZ ORDER  -  THIRD
 OC1774
 OC1774.The horizontal coordinates were established by classical geodetic methods
 OC1774.and adjusted by the National Geodetic Survey in March 1998..
 OC1774
 OC1774.The orthometric height was scaled from a topographic map.
 OC1774
 OC1774.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1774
 OC1774.The geoid height was determined by GEOID03.
 OC1774
 OC1774;                    North         East     Units Scale Factor Converg.
 OC1774;SPC ME W     -    94,139.583   898,144.583   MT  0.99996671   -0 00 57.2
 OC1774;UTM  19      - 4,837,099.431   404,108.334   MT  0.99971310   -0 49 18.1
 OC1774
 OC1774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1774!SPC ME W     -   1.00000036  x   0.99996671  =   0.99996707
 OC1774!UTM  19      -   1.00000036  x   0.99971310  =   0.99971346
 OC1774
 OC1774                          SUPERSEDED SURVEY CONTROL
 OC1774
 OC1774  NAD 83(1992)-  43 40 50.58099(N)    070 11 22.83966(W) AD(       ) 4
 OC1774  NAD 83(1986)-  43 40 50.58706(N)    070 11 22.84514(W) AD(       ) 4
 OC1774  NAD 27      -  43 40 50.29100(N)    070 11 24.67100(W) AD(       ) 3
 OC1774
 OC1774.Superseded values are not recommended for survey control.
 OC1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1774.See file dsdata.txt to determine how the superseded data were derived.
 OC1774
 OC1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0410837099(NAD 83)
 OC1774
 OC1774  HISTORY     - Date     Condition        Report By
 OC1774  HISTORY     - 1941     MONUMENTED       CGS
 OC1774
 OC1774                          STATION DESCRIPTION
 OC1774
 OC1774'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1774'STATION IS LOCATED ON THE S FORK OF FORT MC KINLEY, IN THE MINE
 OC1774'STATION, WHICH IS ABOUT 150 FT. S OF BATTERY WEYMOUTH.  IT IS
 OC1774'THE CENTER OF THE LEFT (N) INSTRUMENT LOOKING TO SEAWARD.  THE
 OC1774'INSTRUMENT CENTER WAS PROJECTED ON THE ROOF, THEREFORE, NO
 OC1774'PERMANENT MARK WAS ESTABLISHED.
 OC1774'
 OC1774'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1773 ***********************************************************************
 OC1773  DESIGNATION -  M 1 OVER 2 Y 1941
 OC1773  PID         -  OC1773
 OC1773  STATE/COUNTY-  ME/CUMBERLAND
 OC1773  USGS QUAD   -  PORTLAND EAST (1975)
 OC1773
 OC1773                         *CURRENT SURVEY CONTROL
 OC1773  ___________________________________________________________________
 OC1773* NAD 83(1996)-  43 40 50.42260(N)    070 11 22.89360(W)     ADJUSTED  
 OC1773* NAVD 88     -        24.     (meters)      79.     (feet)  SCALED    
 OC1773  ___________________________________________________________________
 OC1773  LAPLACE CORR-           3.49  (seconds)                    DEFLEC99
 OC1773  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 OC1773
 OC1773  HORZ ORDER  -  THIRD
 OC1773
 OC1773.The horizontal coordinates were established by classical geodetic methods
 OC1773.and adjusted by the National Geodetic Survey in March 1998..
 OC1773
 OC1773.The orthometric height was scaled from a topographic map.
 OC1773
 OC1773.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1773
 OC1773.The geoid height was determined by GEOID03.
 OC1773
 OC1773;                    North         East     Units Scale Factor Converg.
 OC1773;SPC ME W     -    94,134.641   898,143.358   MT  0.99996671   -0 00 57.2
 OC1773;UTM  19      - 4,837,094.508   404,107.040   MT  0.99971310   -0 49 18.2
 OC1773
 OC1773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1773!SPC ME W     -   1.00000036  x   0.99996671  =   0.99996707
 OC1773!UTM  19      -   1.00000036  x   0.99971310  =   0.99971346
 OC1773
 OC1773                          SUPERSEDED SURVEY CONTROL
 OC1773
 OC1773  NAD 83(1992)-  43 40 50.42085(N)    070 11 22.89431(W) AD(       ) 4
 OC1773  NAD 83(1986)-  43 40 50.42693(N)    070 11 22.89979(W) AD(       ) 4
 OC1773  NAD 27      -  43 40 50.13100(N)    070 11 24.72500(W) AD(       ) 3
 OC1773
 OC1773.Superseded values are not recommended for survey control.
 OC1773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1773.See file dsdata.txt to determine how the superseded data were derived.
 OC1773
 OC1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0410737095(NAD 83)
 OC1773
 OC1773  HISTORY     - Date     Condition        Report By
 OC1773  HISTORY     - 1941     MONUMENTED       CGS
 OC1773
 OC1773                          STATION DESCRIPTION
 OC1773
 OC1773'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1773'STATION IS LOCATED ON THE S FORK OF FORT MC KINLEY, IN THE MINE
 OC1773'STATION, WHICH IS ABOUT 150 FT. S OF BATTERY WEYMOUTH.  IT IS THE
 OC1773'CENTER OF THE RIGHT (S) INSTRUMENT LOOKING TO SEAWARD.  THE
 OC1773'INSTRUMENT CENTER WAS PROJECTED ON THE ROOF, THEREFORE, NO
 OC1773'PERMANENT MARK WAS ESTABLISHED.
 OC1773'
 OC1773'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0155 ***********************************************************************
 RF0155  DESIGNATION -  M 10
 RF0155  PID         -  RF0155
 RF0155  STATE/COUNTY-  ME/AROOSTOOK
 RF0155  USGS QUAD   -  WINTERVILLE (1985)
 RF0155
 RF0155                         *CURRENT SURVEY CONTROL
 RF0155  ___________________________________________________________________
 RF0155* NAD 83(1986)-  46 56 16.     (N)    068 36 36.     (W)     SCALED    
 RF0155* NAVD 88     -       187.392  (meters)     614.80   (feet)  ADJUSTED  
 RF0155  ___________________________________________________________________
 RF0155  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 RF0155  DYNAMIC HT  -         187.411 (meters)     614.86  (feet)  COMP
 RF0155  MODELED GRAV-     980,714.3   (mgal)                       NAVD 88
 RF0155
 RF0155  VERT ORDER  -  FIRST     CLASS II
 RF0155
 RF0155.The horizontal coordinates were scaled from a topographic map and have
 RF0155.an estimated accuracy of +/- 6 seconds.
 RF0155
 RF0155.The orthometric height was determined by differential leveling
 RF0155.and adjusted by the National Geodetic Survey in June 1991..
 RF0155
 RF0155.The geoid height was determined by GEOID03.
 RF0155
 RF0155.The dynamic height is computed by dividing the NAVD 88
 RF0155.geopotential number by the normal gravity value computed on the
 RF0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0155.degrees latitude (g = 980.6199 gals.).
 RF0155
 RF0155.The modeled gravity was interpolated from observed gravity values.
 RF0155
 RF0155;                    North         East    Units  Estimated Accuracy
 RF0155;SPC ME E     -   363,510.      291,630.      MT  (+/- 180 meters Scaled)
 RF0155
 RF0155                          SUPERSEDED SURVEY CONTROL
 RF0155
 RF0155  NGVD 29 (??/??/92)  187.544  (m)          615.30   (f) ADJ UNCH    1 2
 RF0155
 RF0155.Superseded values are not recommended for survey control.
 RF0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0155.See file dsdata.txt to determine how the superseded data were derived.
 RF0155
 RF0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM296983(NAD 83)
 RF0155_MARKER: DB = BENCH MARK DISK
 RF0155_SETTING: 66 = SET IN ROCK OUTCROP
 RF0155_SP_SET: ROCK OUTCROP
 RF0155_STAMPING: M 10 1927
 RF0155_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0155+STABILITY: POSITION/ELEVATION WELL
 RF0155
 RF0155  HISTORY     - Date     Condition        Report By
 RF0155  HISTORY     - 1927     MONUMENTED       CGS
 RF0155  HISTORY     - 1960     GOOD             NGS
 RF0155  HISTORY     - 1978     GOOD             NGS
 RF0155
 RF0155                          STATION DESCRIPTION
 RF0155
 RF0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RF0155'1.8 MI S FROM WINTERVILLE STATION.
 RF0155'1.8 MILES SOUTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 RF0155'WINTERVILLE STATION, AROOSTOOK COUNTY, 1.5 MILES NORTHWEST OF
 RF0155'MC NALLY, IN A LARGE MASS OF OUTCROPPING ROCK, 23.4 FEET WEST
 RF0155'OF THE WEST RAIL, 7.8 FEET NORTH OF CULVERT A 69.72, IN THE NORTH
 RF0155'ONE OF TWO ROCK OUTCROPS, AND ABOUT 3 FEET ABOVE THE GROUND.  A
 RF0155'STANDARD DISK, STAMPED 615.301 M 10 1927.
 RF0155
 RF0155                          STATION RECOVERY (1978)
 RF0155
 RF0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 RF0155'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0883 ***********************************************************************
 QG0883  DESIGNATION -  M 100
 QG0883  PID         -  QG0883
 QG0883  STATE/COUNTY-  ME/SOMERSET
 QG0883  USGS QUAD   -  BRASSUA LAKE EAST (1988)
 QG0883
 QG0883                         *CURRENT SURVEY CONTROL
 QG0883  ___________________________________________________________________
 QG0883* NAD 83(1986)-  45 44 48.     (N)    069 52 26.     (W)     SCALED    
 QG0883* NAVD 88     -       365.934  (meters)    1200.57   (feet)  ADJUSTED  
 QG0883  ___________________________________________________________________
 QG0883  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 QG0883  DYNAMIC HT  -         365.925 (meters)    1200.54  (feet)  COMP
 QG0883  MODELED GRAV-     980,581.5   (mgal)                       NAVD 88
 QG0883
 QG0883  VERT ORDER  -  SECOND    CLASS 0
 QG0883
 QG0883.The horizontal coordinates were scaled from a topographic map and have
 QG0883.an estimated accuracy of +/- 6 seconds.
 QG0883
 QG0883.The orthometric height was determined by differential leveling
 QG0883.and adjusted by the National Geodetic Survey in June 1991..
 QG0883
 QG0883.The geoid height was determined by GEOID03.
 QG0883
 QG0883.The dynamic height is computed by dividing the NAVD 88
 QG0883.geopotential number by the normal gravity value computed on the
 QG0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0883.degrees latitude (g = 980.6199 gals.).
 QG0883
 QG0883.The modeled gravity was interpolated from observed gravity values.
 QG0883
 QG0883;                    North         East    Units  Estimated Accuracy
 QG0883;SPC ME W     -   323,750.      922,780.      MT  (+/- 180 meters Scaled)
 QG0883
 QG0883                          SUPERSEDED SURVEY CONTROL
 QG0883
 QG0883  NGVD 29 (??/??/92)  366.098  (m)         1201.11   (f) ADJ UNCH    2 0
 QG0883
 QG0883.Superseded values are not recommended for survey control.
 QG0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0883.See file dsdata.txt to determine how the superseded data were derived.
 QG0883
 QG0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL320662(NAD 83)
 QG0883_MARKER: DB = BENCH MARK DISK
 QG0883_SETTING: 66 = SET IN ROCK OUTCROP
 QG0883_SP_SET: ROCK OUTCROP
 QG0883_STAMPING: M 100 1953
 QG0883_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0883+STABILITY: POSITION/ELEVATION WELL
 QG0883
 QG0883  HISTORY     - Date     Condition        Report By
 QG0883  HISTORY     - 1953     MONUMENTED       CGS
 QG0883
 QG0883                          STATION DESCRIPTION
 QG0883
 QG0883'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0883'7.1 MI NW FROM ROCKWOOD.
 QG0883'7.1 MILES NORTHWEST ALONG A PRIVATE GRAVEL ROAD FROM BRIDGE
 QG0883'OVER MOOSE RIVER AT ROCKWOOD, AT THE SOUTHEAST EDGE OF A LARGE
 QG0883'CLEARING, IN THE TOP OF A SMALL ROCK OUTCROP PROJECTING ABOUT
 QG0883'8 INCHES, 46 FEET NORTHEAST OF CENTER LINE OF ROAD, 55 FEET NORTH
 QG0883'OF A TELEPHONE POLE, 13 1/2 FEET NORTHEAST OF PROPERTY LINE
 QG0883'MARKER POST GREAT NORTHERN PAPER COMPANY AND ROLLINS ESTATE, ABOUT
 QG0883'0.1 MILE SOUTHEAST AND ACROSS ROAD FROM A SMALL WHITE FRAME
 QG0883'BUILDING WHICH IS ON SOUTHWEST SIDE OF ROAD, 1 FOOT SOUTH OF
 QG0883'HIGH POINT OF OUTCROP AND ABOUT 1 1/2 FEET BELOW LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0168 ***********************************************************************
 RF0168  DESIGNATION -  M 101
 RF0168  PID         -  RF0168
 RF0168  STATE/COUNTY-  ME/AROOSTOOK
 RF0168  USGS QUAD   -  LITTLE MACHIAS LAKE (1986)
 RF0168
 RF0168                         *CURRENT SURVEY CONTROL
 RF0168  ___________________________________________________________________
 RF0168* NAD 83(1986)-  46 39 28.     (N)    068 36 44.     (W)     SCALED    
 RF0168* NAVD 88     -       250.765  (meters)     822.72   (feet)  POSTED    
 RF0168  ___________________________________________________________________
 RF0168  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 RF0168  DYNAMIC HT  -         250.790 (meters)     822.80  (feet)  COMP
 RF0168  MODELED GRAV-     980,703.4   (mgal)                       NAVD 88
 RF0168
 RF0168  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 RF0168
 RF0168.The horizontal coordinates were scaled from a topographic map and have
 RF0168.an estimated accuracy of +/- 6 seconds.
 RF0168
 RF0168.The orthometric height was determined by differential leveling
 RF0168.and adjusted by the National Geodetic Survey in 1992..
 RF0168.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 RF0168.rate greater than 8.0 mm/km.
 RF0168
 RF0168.The geoid height was determined by GEOID03.
 RF0168
 RF0168.The dynamic height is computed by dividing the NAVD 88
 RF0168.geopotential number by the normal gravity value computed on the
 RF0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0168.degrees latitude (g = 980.6199 gals.).
 RF0168
 RF0168.The modeled gravity was interpolated from observed gravity values.
 RF0168
 RF0168;                    North         East    Units  Estimated Accuracy
 RF0168;SPC ME E     -   332,390.      291,410.      MT  (+/- 180 meters Scaled)
 RF0168
 RF0168                          SUPERSEDED SURVEY CONTROL
 RF0168
 RF0168  NGVD 29 (??/??/92)  250.955  (m)          823.34   (f) ADJ UNCH    2 0
 RF0168
 RF0168.Superseded values are not recommended for survey control.
 RF0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0168.See file dsdata.txt to determine how the superseded data were derived.
 RF0168
 RF0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM296672(NAD 83)
 RF0168_MARKER: DB = BENCH MARK DISK
 RF0168_SETTING: 80 = SET IN A BOULDER
 RF0168_SP_SET: BOULDER
 RF0168_STAMPING: M 101 1953
 RF0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0168+STABILITY: SURFACE MOTION
 RF0168
 RF0168  HISTORY     - Date     Condition        Report By
 RF0168  HISTORY     - 1953     MONUMENTED       CGS
 RF0168  HISTORY     - 1978     MARK NOT FOUND   NGS
 RF0168
 RF0168                          STATION DESCRIPTION
 RF0168
 RF0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0168'10.2 MI W FROM ASHLAND.
 RF0168'0.3 MILE WEST ALONG STATE HIGHWAY 11 FROM THE BANGOR AND
 RF0168'AROOSTOOK RAILROAD STATION AT ASHLAND, THENCE ABOUT 0.6 MILE
 RF0168'SOUTHWEST ALONG A BLACK TOP ROAD, THENCE ABOUT 9.35 MILES WEST
 RF0168'ALONG A PRIVATE GRAVEL ROAD, ABOUT 0.95 MILE EAST OF A WOODEN
 RF0168'BRIDGE OVER GREENLAW STREAM, 73 YARDS WEST ALONG ROAD FROM THE
 RF0168'TOP OF A GRADE, THENCE 45 YARDS NORTH ALONG AN OVERGROWN
 RF0168'ABANDONED TRAIL, 45 YARDS NORTH OF CENTER LINE OF ROAD, 15 FEET
 RF0168'WEST OF CENTER LINE OF TRAIL, IN THE TOP AND 1 FOOT NORTH OF
 RF0168'CENTER OF SOUTH EDGE OF A 2-FOOT HIGH 6 BY 5-FOOT EMBEDDED FLAT
 RF0168'BOULDER, 8 FEET WEST OF A 6-INCH LEANING CEDAR TREE AND ABOUT
 RF0168'4 FEET ABOVE LEVEL OF ROAD.
 RF0168
 RF0168                          STATION RECOVERY (1978)
 RF0168
 RF0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 RF0168'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0208 ***********************************************************************
 RF0208  DESIGNATION -  M 102
 RF0208  PID         -  RF0208
 RF0208  STATE/COUNTY-  ME/PISCATAQUIS
 RF0208  USGS QUAD   -  FIFTH MUSQUACOOK LAKE (1986)
 RF0208
 RF0208                         *CURRENT SURVEY CONTROL
 RF0208  ___________________________________________________________________
 RF0208* NAD 83(1986)-  46 30 47.     (N)    069 00 36.     (W)     SCALED    
 RF0208* NAVD 88     -       349.062  (meters)    1145.21   (feet)  ADJUSTED  
 RF0208  ___________________________________________________________________
 RF0208  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 RF0208  DYNAMIC HT  -         349.081 (meters)    1145.28  (feet)  COMP
 RF0208  MODELED GRAV-     980,658.2   (mgal)                       NAVD 88
 RF0208
 RF0208  VERT ORDER  -  SECOND    CLASS 0
 RF0208
 RF0208.The horizontal coordinates were scaled from a topographic map and have
 RF0208.an estimated accuracy of +/- 6 seconds.
 RF0208
 RF0208.The orthometric height was determined by differential leveling
 RF0208.and adjusted by the National Geodetic Survey in June 1991..
 RF0208
 RF0208.The geoid height was determined by GEOID03.
 RF0208
 RF0208.The dynamic height is computed by dividing the NAVD 88
 RF0208.geopotential number by the normal gravity value computed on the
 RF0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0208.degrees latitude (g = 980.6199 gals.).
 RF0208
 RF0208.The modeled gravity was interpolated from observed gravity values.
 RF0208
 RF0208;                    North         East    Units  Estimated Accuracy
 RF0208;SPC ME E     -   316,420.      260,860.      MT  (+/- 180 meters Scaled)
 RF0208
 RF0208                          SUPERSEDED SURVEY CONTROL
 RF0208
 RF0208  NGVD 29 (??/??/92)  349.252  (m)         1145.84   (f) ADJ UNCH    2 0
 RF0208
 RF0208.Superseded values are not recommended for survey control.
 RF0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0208.See file dsdata.txt to determine how the superseded data were derived.
 RF0208
 RF0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM992510(NAD 83)
 RF0208_MARKER: DB = BENCH MARK DISK
 RF0208_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RF0208_SP_SET: MAPLE TREE
 RF0208_STAMPING: M 102 1953
 RF0208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RF0208
 RF0208  HISTORY     - Date     Condition        Report By
 RF0208  HISTORY     - 1953     MONUMENTED       CGS
 RF0208  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 RF0208
 RF0208                          STATION DESCRIPTION
 RF0208
 RF0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0208'38.2 MI W FROM ASHLAND.
 RF0208'0.3 MILE WEST ALONG STATE HIGHWAY 11 FROM THE BANGOR AND AROOSTOOK
 RF0208'RAILROAD STATION AT ASHLAND, THENCE ABOUT 0.6 MILE SOUTHWEST
 RF0208'ALONG A BLACK TOP ROAD, THENCE ABOUT 37.25 MILES WEST AND
 RF0208'SOUTHWEST ALONG A PRIVATE GRAVEL ROAD, ABOUT 1.0 MILE EAST OF A
 RF0208'BRIDGE OVER MULE BROOK AND JUNCTION OF A ROAD LEADING SOUTH,
 RF0208'ABOUT 65 YARDS SOUTHWEST OF AN ABANDONED LOG CABIN, ABOUT 53
 RF0208'YARDS SOUTHWEST OF A 24-INCH CORRUGATED PIPE CULVERT, 32 FEET
 RF0208'NORTHWEST OF CENTER LINE OF ROAD, 41 FEET WEST OF THE TOP OF A
 RF0208'GRADE, VERTICALLY ABOUT 1 FOOT ABOVE GROUND IN THE EAST FACE OF A
 RF0208'14-INCH MAPLE TREE AND ABOUT 5 FEET ABOVE LEVEL OF ROAD.
 RF0208
 RF0208                          STATION RECOVERY (1984)
 RF0208
 RF0208'RECOVERY NOTE BY US POWER SQUADRON 1984 (JHS)
 RF0208'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0020 ***********************************************************************
 QH0020  DESIGNATION -  M 103
 QH0020  PID         -  QH0020
 QH0020  STATE/COUNTY-  ME/SOMERSET
 QH0020  USGS QUAD   -  FOLEY POND (1989)
 QH0020
 QH0020                         *CURRENT SURVEY CONTROL
 QH0020  ___________________________________________________________________
 QH0020* NAD 83(1986)-  45 59 31.     (N)    070 03 17.     (W)     SCALED    
 QH0020* NAVD 88     -       372.316  (meters)    1221.51   (feet)  ADJUSTED  
 QH0020  ___________________________________________________________________
 QH0020  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 QH0020  DYNAMIC HT  -         372.304 (meters)    1221.47  (feet)  COMP
 QH0020  MODELED GRAV-     980,572.5   (mgal)                       NAVD 88
 QH0020
 QH0020  VERT ORDER  -  SECOND    CLASS 0
 QH0020
 QH0020.The horizontal coordinates were scaled from a topographic map and have
 QH0020.an estimated accuracy of +/- 6 seconds.
 QH0020
 QH0020.The orthometric height was determined by differential leveling
 QH0020.and adjusted by the National Geodetic Survey in June 1991..
 QH0020
 QH0020.The geoid height was determined by GEOID03.
 QH0020
 QH0020.The dynamic height is computed by dividing the NAVD 88
 QH0020.geopotential number by the normal gravity value computed on the
 QH0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QH0020.degrees latitude (g = 980.6199 gals.).
 QH0020
 QH0020.The modeled gravity was interpolated from observed gravity values.
 QH0020
 QH0020;                    North         East    Units  Estimated Accuracy
 QH0020;SPC ME W     -   350,980.      908,670.      MT  (+/- 180 meters Scaled)
 QH0020
 QH0020                          SUPERSEDED SURVEY CONTROL
 QH0020
 QH0020  NGVD 29 (??/??/92)  372.476  (m)         1222.03   (f) ADJ UNCH    2 0
 QH0020
 QH0020.Superseded values are not recommended for survey control.
 QH0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0020.See file dsdata.txt to determine how the superseded data were derived.
 QH0020
 QH0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL183936(NAD 83)
 QH0020_MARKER: DB = BENCH MARK DISK
 QH0020_SETTING: 66 = SET IN ROCK OUTCROP
 QH0020_SP_SET: ROCK LEDGE
 QH0020_STAMPING: M 103 1953
 QH0020_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QH0020+STABILITY: POSITION/ELEVATION WELL
 QH0020
 QH0020  HISTORY     - Date     Condition        Report By
 QH0020  HISTORY     - 1953     MONUMENTED       CGS
 QH0020  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 QH0020
 QH0020                          STATION DESCRIPTION
 QH0020
 QH0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QH0020'9.4 MI N FROM PITTSTON FARM.
 QH0020'2.0 MILES NORTHWEST ALONG A PRIVATE GRAVEL ROAD FROM BRIDGE OVER
 QH0020'SOUTH BRANCH PENOBSCOT RIVER AT PITTSTON FARM, THENCE ABOUT 7.4
 QH0020'MILES NORTH ALONG A PRIVATE GRAVEL ROAD, 68 YARDS NORTHWEST OF
 QH0020'A 12-FOOT WOODEN BRIDGE, IN THE TOP OF A SHALY SLOPING ROCK LEDGE
 QH0020'ABOUT 15 BY 5 FEET, 16 FEET NORTH-NORTHEAST OF CENTER LINE OF ROAD,
 QH0020'77 FEET SOUTHEAST OF A TRIANGULAR BLAZED 20-INCH CEDAR TREE, 61
 QH0020'FEET SOUTHEAST OF NORTHEAST END OF A 3-FOOT WOODEN CULVERT, 10
 QH0020'FEET SOUTH OF A TRIANGULAR BLAZED 8-INCH SPRUCE TREE, ABOUT 0.4
 QH0020'MILE SOUTH OF A GRAVEL ROAD WEST TO A LOGGING CAMP, 2 FEET
 QH0020'NORTHWEST OF SOUTHEAST EDGE OF LEDGE AND ABOUT 2 1/2 FEET ABOVE
 QH0020'LEVEL OF ROAD.
 QH0020
 QH0020                          STATION RECOVERY (1986)
 QH0020
 QH0020'RECOVERY NOTE BY US POWER SQUADRON 1986 (JHD)
 QH0020'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0932 ***********************************************************************
 QG0932  DESIGNATION -  M 104
 QG0932  PID         -  QG0932
 QG0932  STATE/COUNTY-  ME/SOMERSET
 QG0932  USGS QUAD   -  SEBOOMOOK LAKE EAST (1989)
 QG0932
 QG0932                         *CURRENT SURVEY CONTROL
 QG0932  ___________________________________________________________________
 QG0932* NAD 83(1986)-  45 54 15.     (N)    069 47 34.     (W)     SCALED    
 QG0932* NAVD 88     -       345.392  (meters)    1133.17   (feet)  ADJUSTED  
 QG0932  ___________________________________________________________________
 QG0932  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 QG0932  DYNAMIC HT  -         345.388 (meters)    1133.16  (feet)  COMP
 QG0932  MODELED GRAV-     980,593.4   (mgal)                       NAVD 88
 QG0932
 QG0932  VERT ORDER  -  SECOND    CLASS 0
 QG0932
 QG0932.The horizontal coordinates were scaled from a topographic map and have
 QG0932.an estimated accuracy of +/- 6 seconds.
 QG0932
 QG0932.The orthometric height was determined by differential leveling
 QG0932.and adjusted by the National Geodetic Survey in June 1991..
 QG0932
 QG0932.The geoid height was determined by GEOID03.
 QG0932
 QG0932.The dynamic height is computed by dividing the NAVD 88
 QG0932.geopotential number by the normal gravity value computed on the
 QG0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0932.degrees latitude (g = 980.6199 gals.).
 QG0932
 QG0932.The modeled gravity was interpolated from observed gravity values.
 QG0932
 QG0932;                    North         East    Units  Estimated Accuracy
 QG0932;SPC ME W     -   341,290.      929,010.      MT  (+/- 180 meters Scaled)
 QG0932
 QG0932                          SUPERSEDED SURVEY CONTROL
 QG0932
 QG0932  NGVD 29 (??/??/92)  345.555  (m)         1133.71   (f) ADJ UNCH    2 0
 QG0932
 QG0932.Superseded values are not recommended for survey control.
 QG0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0932.See file dsdata.txt to determine how the superseded data were derived.
 QG0932
 QG0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL385837(NAD 83)
 QG0932_MARKER: DB = BENCH MARK DISK
 QG0932_SETTING: 66 = SET IN ROCK OUTCROP
 QG0932_SP_SET: ROCK LEDGE
 QG0932_STAMPING: M 104 1953
 QG0932_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0932+STABILITY: POSITION/ELEVATION WELL
 QG0932
 QG0932  HISTORY     - Date     Condition        Report By
 QG0932  HISTORY     - 1953     MONUMENTED       CGS
 QG0932
 QG0932                          STATION DESCRIPTION
 QG0932
 QG0932'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0932'5.3 MI SW FROM SEBOOMOOK DAM.
 QG0932'5.3 MILES SOUTH AND WEST ALONG A GRAVEL ROAD LEADING TO ROCKWOOD
 QG0932'FROM SEBOOMOOK DAM, IN THE TOP OF A ROCK LEDGE ABOUT 18 BY 5
 QG0932'FEET, 26 FEET NORTH OF CENTER LINE OF ROAD, 53 FEET NORTH AND
 QG0932'ACROSS ROAD FROM THE FIRST TELEPHONE POLE WEST OF A DIRECTIONAL
 QG0932'CHANGE IN LINE, 19 1/2 FEET SOUTH-SOUTHEAST OF A TRIANGULAR
 QG0932'BLAZED 8-INCH ASPEN TREE AND ABOUT 3 1/2 FEET ABOVE LEVEL OF
 QG0932'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0562 ***********************************************************************
 RF0562  DESIGNATION -  M 105
 RF0562  PID         -  RF0562
 RF0562  STATE/COUNTY-  ME/SOMERSET
 RF0562  USGS QUAD   -  RUSSELL MOUNTAIN (1989)
 RF0562
 RF0562                         *CURRENT SURVEY CONTROL
 RF0562  ___________________________________________________________________
 RF0562* NAD 83(1986)-  46 00 32.     (N)    069 45 51.     (W)     SCALED    
 RF0562* NAVD 88     -       355.019  (meters)    1164.76   (feet)  ADJUSTED  
 RF0562  ___________________________________________________________________
 RF0562  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 RF0562  DYNAMIC HT  -         355.015 (meters)    1164.74  (feet)  COMP
 RF0562  MODELED GRAV-     980,594.1   (mgal)                       NAVD 88
 RF0562
 RF0562  VERT ORDER  -  SECOND    CLASS 0
 RF0562
 RF0562.The horizontal coordinates were scaled from a topographic map and have
 RF0562.an estimated accuracy of +/- 6 seconds.
 RF0562
 RF0562.The orthometric height was determined by differential leveling
 RF0562.and adjusted by the National Geodetic Survey in June 1991..
 RF0562
 RF0562.The geoid height was determined by GEOID03.
 RF0562
 RF0562.The dynamic height is computed by dividing the NAVD 88
 RF0562.geopotential number by the normal gravity value computed on the
 RF0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0562.degrees latitude (g = 980.6199 gals.).
 RF0562
 RF0562.The modeled gravity was interpolated from observed gravity values.
 RF0562
 RF0562;                    North         East    Units  Estimated Accuracy
 RF0562;SPC ME W     -   352,940.      931,170.      MT  (+/- 180 meters Scaled)
 RF0562
 RF0562                          SUPERSEDED SURVEY CONTROL
 RF0562
 RF0562  NGVD 29 (??/??/92)  355.18   (m)         1165.3    (f) COMPUTED    2 0
 RF0562
 RF0562.Superseded values are not recommended for survey control.
 RF0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0562.See file dsdata.txt to determine how the superseded data were derived.
 RF0562
 RF0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL408953(NAD 83)
 RF0562_MARKER: DB = BENCH MARK DISK
 RF0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RF0562_STAMPING: M 105 1953
 RF0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0562+STABILITY: SURFACE MOTION
 RF0562
 RF0562  HISTORY     - Date     Condition        Report By
 RF0562  HISTORY     - 1953     MONUMENTED       CGS
 RF0562  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RF0562
 RF0562                          STATION DESCRIPTION
 RF0562
 RF0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0562'8.4 MI N FROM SEBOOMOOK DAM.
 RF0562'8.45 MILES NORTHWEST AND NORTH ALONG A GRAVEL ROAD LEADING TO
 RF0562'CAUCOMGOMOC LAKE FROM SEBOOMOOK DAM, ABOUT 0.85 MILE NORTHEAST
 RF0562'OF A 25-FOOT WOODEN BRIDGE OVER ELM STREAM, 25 FEET
 RF0562'EAST-SOUTHEAST OF CENTER LINE OF ROAD, 85 FEET NORTHEAST OF
 RF0562'CENTER OF JUNCTION OF ROAD AND A DRIVE WEST TO A SMALL GARAGE,
 RF0562'37 FEET SOUTH-SOUTHWEST OF A TRIANGULAR BLAZED 8-INCH SPRUCE
 RF0562'TREE, 11 FEET NORTHEAST OF A TELEPHONE POLE WITH A TELEPHONE
 RF0562'BOX ATTACHED TO IT, 2 FEET SOUTH OF A WHITE WOODEN WITNESS
 RF0562'POST, ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE
 RF0562'POST PROJECTING 4 INCHES.
 RF0562
 RF0562                          STATION RECOVERY (1985)
 RF0562
 RF0562'RECOVERY NOTE BY US POWER SQUADRON 1985 (LMT)
 RF0562'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0914 ***********************************************************************
 QG0914  DESIGNATION -  M 106
 QG0914  PID         -  QG0914
 QG0914  STATE/COUNTY-  ME/PISCATAQUIS
 QG0914  USGS QUAD   -  LOBSTER MOUNTAIN (1989)
 QG0914
 QG0914                         *CURRENT SURVEY CONTROL
 QG0914  ___________________________________________________________________
 QG0914* NAD 83(1986)-  45 51 44.     (N)    069 36 45.     (W)     SCALED    
 QG0914* NAVD 88     -       324.280  (meters)    1063.91   (feet)  ADJUSTED  
 QG0914  ___________________________________________________________________
 QG0914  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 QG0914  DYNAMIC HT  -         324.276 (meters)    1063.90  (feet)  COMP
 QG0914  MODELED GRAV-     980,595.9   (mgal)                       NAVD 88
 QG0914
 QG0914  VERT ORDER  -  SECOND    CLASS 0
 QG0914
 QG0914.The horizontal coordinates were scaled from a topographic map and have
 QG0914.an estimated accuracy of +/- 6 seconds.
 QG0914
 QG0914.The orthometric height was determined by differential leveling
 QG0914.and adjusted by the National Geodetic Survey in June 1991..
 QG0914
 QG0914.The geoid height was determined by GEOID03.
 QG0914
 QG0914.The dynamic height is computed by dividing the NAVD 88
 QG0914.geopotential number by the normal gravity value computed on the
 QG0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0914.degrees latitude (g = 980.6199 gals.).
 QG0914
 QG0914.The modeled gravity was interpolated from observed gravity values.
 QG0914
 QG0914;                    North         East    Units  Estimated Accuracy
 QG0914;SPC ME E     -   244,560.      213,620.      MT  (+/- 180 meters Scaled)
 QG0914
 QG0914                          SUPERSEDED SURVEY CONTROL
 QG0914
 QG0914  NGVD 29 (??/??/92)  324.442  (m)         1064.44   (f) ADJ UNCH    2 0
 QG0914
 QG0914.Superseded values are not recommended for survey control.
 QG0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0914.See file dsdata.txt to determine how the superseded data were derived.
 QG0914
 QG0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL524789(NAD 83)
 QG0914_MARKER: DB = BENCH MARK DISK
 QG0914_SETTING: 80 = SET IN A BOULDER
 QG0914_SP_SET: BOULDER
 QG0914_STAMPING: M 106 1953
 QG0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0914+STABILITY: SURFACE MOTION
 QG0914
 QG0914  HISTORY     - Date     Condition        Report By
 QG0914  HISTORY     - 1953     MONUMENTED       CGS
 QG0914  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QG0914
 QG0914                          STATION DESCRIPTION
 QG0914
 QG0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0914'2 MI SE FROM NORTHEAST CARRY.
 QG0914'0.75 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE INN AT NORTHEAST
 QG0914'CARRY, THENCE ABOUT 1.2 MILES SOUTHEAST ALONG A GRAVEL ROAD, AT
 QG0914'THE JUNCTION OF A SIDE ROAD SOUTH, IN THE TOP OF THE SOUTHEAST END
 QG0914'OF A LARGE MOSS COVERED BOULDER, 115 FEET NORTHEAST OF CENTER LINE
 QG0914'OF ROAD AT CENTER OF JUNCTION, 2 1/2 FEET NORTHWEST OF SOUTHEAST
 QG0914'END OF BOULDER AND ABOUT 2 FEET ABOVE GROUND.
 QG0914
 QG0914                          STATION RECOVERY (1985)
 QG0914
 QG0914'RECOVERY NOTE BY US POWER SQUADRON 1985 (JHS)
 QG0914'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0277 ***********************************************************************
 RF0277  DESIGNATION -  M 107
 RF0277  PID         -  RF0277
 RF0277  STATE/COUNTY-  ME/PISCATAQUIS
 RF0277  USGS QUAD   -  CAUCOMGOMOC LAKE WEST (1989)
 RF0277
 RF0277                         *CURRENT SURVEY CONTROL
 RF0277  ___________________________________________________________________
 RF0277* NAD 83(1986)-  46 14 46.     (N)    069 41 28.     (W)     SCALED    
 RF0277* NAVD 88     -       333.695  (meters)    1094.80   (feet)  ADJUSTED  
 RF0277  ___________________________________________________________________
 RF0277  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 RF0277  DYNAMIC HT  -         333.707 (meters)    1094.84  (feet)  COMP
 RF0277  MODELED GRAV-     980,641.0   (mgal)                       NAVD 88
 RF0277
 RF0277  VERT ORDER  -  SECOND    CLASS 0
 RF0277
 RF0277.The horizontal coordinates were scaled from a topographic map and have
 RF0277.an estimated accuracy of +/- 6 seconds.
 RF0277
 RF0277.The orthometric height was determined by differential leveling
 RF0277.and adjusted by the National Geodetic Survey in June 1991..
 RF0277
 RF0277.The geoid height was determined by GEOID03.
 RF0277
 RF0277.The dynamic height is computed by dividing the NAVD 88
 RF0277.geopotential number by the normal gravity value computed on the
 RF0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0277.degrees latitude (g = 980.6199 gals.).
 RF0277
 RF0277.The modeled gravity was interpolated from observed gravity values.
 RF0277
 RF0277;                    North         East    Units  Estimated Accuracy
 RF0277;SPC ME E     -   287,320.      208,150.      MT  (+/- 180 meters Scaled)
 RF0277
 RF0277                          SUPERSEDED SURVEY CONTROL
 RF0277
 RF0277  NGVD 29 (??/??/92)  333.867  (m)         1095.36   (f) ADJ UNCH    2 0
 RF0277
 RF0277.Superseded values are not recommended for survey control.
 RF0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0277.See file dsdata.txt to determine how the superseded data were derived.
 RF0277
 RF0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM467216(NAD 83)
 RF0277_MARKER: DB = BENCH MARK DISK
 RF0277_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RF0277_SP_SET: CEDAR TREE
 RF0277_STAMPING: M 107 1953
 RF0277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RF0277
 RF0277  HISTORY     - Date     Condition        Report By
 RF0277  HISTORY     - 1953     MONUMENTED       CGS
 RF0277
 RF0277                          STATION DESCRIPTION
 RF0277
 RF0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0277'29 MI N FROM SEBOOMOOK DAM.
 RF0277'ABOUT 26.3 MILES NORTHWEST AND NORTH ALONG A GRAVEL ROAD LEADING
 RF0277'TO CAUCOMGOMOC LAKE FROM SEBOOMOOK DAM, THENCE ABOUT 2.75 MILES
 RF0277'NORTH ALONG A ROAD LEADING TO FRANCIS LAKE, ABOUT 0.2 MILE
 RF0277'SOUTH OF A 15-FOOT WOODEN BRIDGE OVER SMALL STREAM, SET
 RF0277'VERTICALLY IN EAST FACE OF A 14-INCH CEDAR TREE, 31 FEET WEST OF
 RF0277'THE CENTER LINE OF THE ROAD, 58 FEET SOUTHWEST AND ACROSS THE
 RF0277'ROAD FROM AN 8-INCH BALSAM WITH TRIANGULAR BLAZE, FEET WEST OF
 RF0277'A SLASH BLAZED 6-INCH FIR AND ABOUT 3 FEET ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0186 ***********************************************************************
 RF0186  DESIGNATION -  M 108
 RF0186  PID         -  RF0186
 RF0186  STATE/COUNTY-  ME/AROOSTOOK
 RF0186  USGS QUAD   -  ROUND MOUNTAIN (1985)
 RF0186
 RF0186                         *CURRENT SURVEY CONTROL
 RF0186  ___________________________________________________________________
 RF0186* NAD 83(1986)-  46 37 14.     (N)    068 51 30.     (W)     SCALED    
 RF0186* NAVD 88     -       328.898  (meters)    1079.06   (feet)  ADJUSTED  
 RF0186  ___________________________________________________________________
 RF0186  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 RF0186  DYNAMIC HT  -         328.921 (meters)    1079.13  (feet)  COMP
 RF0186  MODELED GRAV-     980,672.4   (mgal)                       NAVD 88
 RF0186
 RF0186  VERT ORDER  -  SECOND    CLASS 0
 RF0186
 RF0186.The horizontal coordinates were scaled from a topographic map and have
 RF0186.an estimated accuracy of +/- 6 seconds.
 RF0186
 RF0186.The orthometric height was determined by differential leveling
 RF0186.and adjusted by the National Geodetic Survey in June 1991..
 RF0186
 RF0186.The geoid height was determined by GEOID03.
 RF0186
 RF0186.The dynamic height is computed by dividing the NAVD 88
 RF0186.geopotential number by the normal gravity value computed on the
 RF0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0186.degrees latitude (g = 980.6199 gals.).
 RF0186
 RF0186.The modeled gravity was interpolated from observed gravity values.
 RF0186
 RF0186;                    North         East    Units  Estimated Accuracy
 RF0186;SPC ME E     -   328,310.      272,560.      MT  (+/- 180 meters Scaled)
 RF0186
 RF0186                          SUPERSEDED SURVEY CONTROL
 RF0186
 RF0186  NGVD 29 (??/??/92)  329.090  (m)         1079.69   (f) ADJ UNCH    2 0
 RF0186
 RF0186.Superseded values are not recommended for survey control.
 RF0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0186.See file dsdata.txt to determine how the superseded data were derived.
 RF0186
 RF0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM108630(NAD 83)
 RF0186_MARKER: DB = BENCH MARK DISK
 RF0186_SETTING: 80 = SET IN A BOULDER
 RF0186_SP_SET: BOULDER
 RF0186_STAMPING: M 108 1953
 RF0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0186+STABILITY: SURFACE MOTION
 RF0186
 RF0186  HISTORY     - Date     Condition        Report By
 RF0186  HISTORY     - 1953     MONUMENTED       CGS
 RF0186
 RF0186                          STATION DESCRIPTION
 RF0186
 RF0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0186'24.6 MI W FROM ASHLAND.
 RF0186'0.3 MILE WEST ALONG STATE HIGHWAY 11 FROM THE BANGOR AND
 RF0186'AROOSTOOK RAILROAD STATION AT ASHLAND, THENCE ABOUT 0.6 MILE
 RF0186'SOUTHWEST ALONG A GRAVEL ROAD, THENCE ABOUT 23.7 MILES WEST ALONG
 RF0186'A PRIVATE GRAVEL ROAD, ABOUT 0.85 MILE WEST OF A BRIDGE OVER
 RF0186'BILLINGS BROOK, ABOUT 1.05 MILE EAST OF A BRIDGE OVER TWENTYFIVE
 RF0186'MILE BROOK, 49 FEET SOUTHEAST OF CENTER LINE OF ROAD, SET
 RF0186'VERTICALLY ABOUT 1 1/2 FEET ABOVE GROUND IN THE NORTHWEST FACE
 RF0186'OF A 3-FOOT HIGH 6 BY 5-FOOT PARTLY BURIED BOULDER, 177 YARDS
 RF0186'WEST OF THE TOP OF A GRADE AND ABOUT 6 1/2 FEET ABOVE LEVEL OF
 RF0186'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0243 ***********************************************************************
 RF0243  DESIGNATION -  M 109
 RF0243  PID         -  RF0243
 RF0243  STATE/COUNTY-  ME/PISCATAQUIS
 RF0243  USGS QUAD   -  SPIDER LAKE (1989)
 RF0243
 RF0243                         *CURRENT SURVEY CONTROL
 RF0243  ___________________________________________________________________
 RF0243* NAD 83(1986)-  46 29 34.     (N)    069 12 01.     (W)     SCALED    
 RF0243* NAVD 88     -       354.395  (meters)    1162.71   (feet)  ADJUSTED  
 RF0243  ___________________________________________________________________
 RF0243  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 RF0243  DYNAMIC HT  -         354.414 (meters)    1162.77  (feet)  COMP
 RF0243  MODELED GRAV-     980,656.1   (mgal)                       NAVD 88
 RF0243
 RF0243  VERT ORDER  -  SECOND    CLASS 0
 RF0243
 RF0243.The horizontal coordinates were scaled from a topographic map and have
 RF0243.an estimated accuracy of +/- 6 seconds.
 RF0243
 RF0243.The orthometric height was determined by differential leveling
 RF0243.and adjusted by the National Geodetic Survey in June 1991..
 RF0243
 RF0243.The geoid height was determined by GEOID03.
 RF0243
 RF0243.The dynamic height is computed by dividing the NAVD 88
 RF0243.geopotential number by the normal gravity value computed on the
 RF0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0243.degrees latitude (g = 980.6199 gals.).
 RF0243
 RF0243.The modeled gravity was interpolated from observed gravity values.
 RF0243
 RF0243;                    North         East    Units  Estimated Accuracy
 RF0243;SPC ME E     -   314,280.      246,240.      MT  (+/- 180 meters Scaled)
 RF0243
 RF0243                          SUPERSEDED SURVEY CONTROL
 RF0243
 RF0243  NGVD 29 (??/??/92)  354.585  (m)         1163.33   (f) ADJ UNCH    2 0
 RF0243
 RF0243.Superseded values are not recommended for survey control.
 RF0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0243.See file dsdata.txt to determine how the superseded data were derived.
 RF0243
 RF0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM846488(NAD 83)
 RF0243_MARKER: DB = BENCH MARK DISK
 RF0243_SETTING: 80 = SET IN A BOULDER
 RF0243_SP_SET: BOULDER
 RF0243_STAMPING: M 109 1953
 RF0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0243+STABILITY: SURFACE MOTION
 RF0243
 RF0243  HISTORY     - Date     Condition        Report By
 RF0243  HISTORY     - 1953     MONUMENTED       CGS
 RF0243  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 RF0243
 RF0243                          STATION DESCRIPTION
 RF0243
 RF0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0243'4.6 MI E FROM CHURCHILL LAKE.
 RF0243'3.85 MILES SOUTHEAST AND EAST ALONG A TRAIL FOLLOWING A TELEPHONE
 RF0243'LINE FROM BRIDGE AND DAM ACROSS ALLAGASH RIVER AT CHURCHILL LAKE,
 RF0243'THENCE ABOUT 0.8 MILE SOUTHEAST ALONG AN ABANDONED TOTE ROAD
 RF0243'LEADING TO NORTH COVE OF BIG PLEASANT LAKE, ABOUT 0.7 MILE
 RF0243'NORTHWEST OF NORTH COVE OF BIG PLEASANT LAKE, 5 1/2 FEET NORTHWEST
 RF0243'OF CENTER LINE OF TOTE ROAD, IN THE TOP OF THE HIGHEST POINT OF
 RF0243'SOUTH PORTION OF A SPLIT 1 1/2-FOOT HIGH 5 BY 5-FOOT BOULDER
 RF0243'AND ABOUT 1 FOOT ABOVE LEVEL OF TOTE ROAD.
 RF0243
 RF0243                          STATION RECOVERY (1984)
 RF0243
 RF0243'RECOVERY NOTE BY US POWER SQUADRON 1984 (JHS)
 RF0243'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0092 ***********************************************************************
 RF0092  DESIGNATION -  M 11
 RF0092  PID         -  RF0092
 RF0092  STATE/COUNTY-  ME/AROOSTOOK
 RF0092  USGS QUAD   -  GRISWOLD (1986)
 RF0092
 RF0092                         *CURRENT SURVEY CONTROL
 RF0092  ___________________________________________________________________
 RF0092* NAD 83(1986)-  46 22 41.     (N)    068 16 56.     (W)     SCALED    
 RF0092* NAVD 88     -       185.164  (meters)     607.49   (feet)  ADJUSTED  
 RF0092  ___________________________________________________________________
 RF0092  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 RF0092  DYNAMIC HT  -         185.175 (meters)     607.53  (feet)  COMP
 RF0092  MODELED GRAV-     980,671.2   (mgal)                       NAVD 88
 RF0092
 RF0092  VERT ORDER  -  FIRST     CLASS II
 RF0092
 RF0092.The horizontal coordinates were scaled from a topographic map and have
 RF0092.an estimated accuracy of +/- 6 seconds.
 RF0092
 RF0092.The orthometric height was determined by differential leveling
 RF0092.and adjusted by the National Geodetic Survey in June 1991..
 RF0092
 RF0092.The geoid height was determined by GEOID03.
 RF0092
 RF0092.The dynamic height is computed by dividing the NAVD 88
 RF0092.geopotential number by the normal gravity value computed on the
 RF0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0092.degrees latitude (g = 980.6199 gals.).
 RF0092
 RF0092.The modeled gravity was interpolated from observed gravity values.
 RF0092
 RF0092;                    North         East    Units  Estimated Accuracy
 RF0092;SPC ME E     -   301,320.      316,750.      MT  (+/- 180 meters Scaled)
 RF0092
 RF0092                          SUPERSEDED SURVEY CONTROL
 RF0092
 RF0092  NGVD 29 (??/??/92)  185.322  (m)          608.01   (f) ADJ UNCH    1 2
 RF0092
 RF0092.Superseded values are not recommended for survey control.
 RF0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0092.See file dsdata.txt to determine how the superseded data were derived.
 RF0092
 RF0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM551363(NAD 83)
 RF0092_MARKER: DB = BENCH MARK DISK
 RF0092_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RF0092_SP_SET: CULVERT
 RF0092_STAMPING: 608.011 M 11 1927
 RF0092_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RF0092
 RF0092  HISTORY     - Date     Condition        Report By
 RF0092  HISTORY     - 1927     MONUMENTED       CGS
 RF0092
 RF0092                          STATION DESCRIPTION
 RF0092
 RF0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 RF0092'10 MI S FROM MASARDIS.
 RF0092'10.0 MILES SOUTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM THE
 RF0092'STATION AT MASARDIS, AROOSTOOK COUNTY, 5 RAILS SOUTHWEST OF A
 RF0092'WATER TANK, AT CULVERT 22.93, IN THE TOP OF THE NORTHEAST END
 RF0092'OF THE SOUTHEAST HEADWALL, 18.3 FEET SOUTHEAST OF THE SOUTHEAST
 RF0092'RAIL, AND ABOUT 8 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 RF0092'STAMPED 608.011 M 11 1927.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0328 ***********************************************************************
 RF0328  DESIGNATION -  M 110
 RF0328  PID         -  RF0328
 RF0328  STATE/COUNTY-  ME/AROOSTOOK
 RF0328  USGS QUAD   -  UGH LAKE (1986)
 RF0328
 RF0328                         *CURRENT SURVEY CONTROL
 RF0328  ___________________________________________________________________
 RF0328* NAD 83(1986)-  46 37 39.     (N)    069 34 23.     (W)     SCALED    
 RF0328* NAVD 88     -       380.400  (meters)    1248.03   (feet)  ADJUSTED  
 RF0328  ___________________________________________________________________
 RF0328  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 RF0328  DYNAMIC HT  -         380.414 (meters)    1248.07  (feet)  COMP
 RF0328  MODELED GRAV-     980,639.7   (mgal)                       NAVD 88
 RF0328
 RF0328  VERT ORDER  -  SECOND    CLASS 0
 RF0328
 RF0328.The horizontal coordinates were scaled from a topographic map and have
 RF0328.an estimated accuracy of +/- 6 seconds.
 RF0328
 RF0328.The orthometric height was determined by differential leveling
 RF0328.and adjusted by the National Geodetic Survey in June 1991..
 RF0328
 RF0328.The geoid height was determined by GEOID03.
 RF0328
 RF0328.The dynamic height is computed by dividing the NAVD 88
 RF0328.geopotential number by the normal gravity value computed on the
 RF0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0328.degrees latitude (g = 980.6199 gals.).
 RF0328
 RF0328.The modeled gravity was interpolated from observed gravity values.
 RF0328
 RF0328;                    North         East    Units  Estimated Accuracy
 RF0328;SPC ME E     -   329,580.      217,830.      MT  (+/- 180 meters Scaled)
 RF0328
 RF0328                          SUPERSEDED SURVEY CONTROL
 RF0328
 RF0328  NGVD 29 (??/??/92)  380.579  (m)         1248.62   (f) ADJ UNCH    2 0
 RF0328
 RF0328.Superseded values are not recommended for survey control.
 RF0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0328.See file dsdata.txt to determine how the superseded data were derived.
 RF0328
 RF0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM561639(NAD 83)
 RF0328_MARKER: DB = BENCH MARK DISK
 RF0328_SETTING: 80 = SET IN A BOULDER
 RF0328_SP_SET: BOULDER
 RF0328_STAMPING: M 110 1953
 RF0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0328+STABILITY: SURFACE MOTION
 RF0328
 RF0328  HISTORY     - Date     Condition        Report By
 RF0328  HISTORY     - 1953     MONUMENTED       CGS
 RF0328  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 RF0328
 RF0328                          STATION DESCRIPTION
 RF0328
 RF0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0328'2.8 MI NW FROM CLAYTON LAKE.
 RF0328'ABOUT 2.85 MILES NORTHWEST ALONG A PRIVATE GRAVEL ROAD LEADING
 RF0328'TO LAC FRONTIERE FROM THE POST OFFICE AT CLAYTON LAKE, ABOUT
 RF0328'0.65 MILE NORTHWEST OF A 30-FOOT POLE BRIDGE OVER KELLY BROOK,
 RF0328'ABOUT 100 YARDS SOUTHEAST OF THE TOP OF A HILL, IN THE TOP OF
 RF0328'THE NORTHEAST EDGE OF A SQUARE BOULDER PROJECTING ABOUT 2 1/2
 RF0328'FEET ABOVE GROUND, 35 FEET SOUTHWEST OF CENTER LINE OF ROAD,
 RF0328'96 FEET SOUTH AND ACROSS ROAD FROM THE FIRST TELEPHONE POLE
 RF0328'SOUTHEAST OF TOP OF HILL AND ABOUT 6 FEET ABOVE LEVEL OF ROAD.
 RF0328
 RF0328                          STATION RECOVERY (1984)
 RF0328
 RF0328'RECOVERY NOTE BY US POWER SQUADRON 1984 (RR)
 RF0328'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0691 ***********************************************************************
 QG0691  DESIGNATION -  M 111
 QG0691  PID         -  QG0691
 QG0691  STATE/COUNTY-  ME/PISCATAQUIS
 QG0691  USGS QUAD   -  BIG SPENCER MTN (1988)
 QG0691
 QG0691                         *CURRENT SURVEY CONTROL
 QG0691  ___________________________________________________________________
 QG0691* NAD 83(1986)-  45 47 29.     (N)    069 25 10.     (W)     SCALED    
 QG0691* NAVD 88     -       415.836  (meters)    1364.29   (feet)  ADJUSTED  
 QG0691  ___________________________________________________________________
 QG0691  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 QG0691  DYNAMIC HT  -         415.826 (meters)    1364.26  (feet)  COMP
 QG0691  MODELED GRAV-     980,578.1   (mgal)                       NAVD 88
 QG0691
 QG0691  VERT ORDER  -  SECOND    CLASS 0
 QG0691
 QG0691.The horizontal coordinates were scaled from a topographic map and have
 QG0691.an estimated accuracy of +/- 6 seconds.
 QG0691
 QG0691.The orthometric height was determined by differential leveling
 QG0691.and adjusted by the National Geodetic Survey in June 1991..
 QG0691
 QG0691.The geoid height was determined by GEOID03.
 QG0691
 QG0691.The dynamic height is computed by dividing the NAVD 88
 QG0691.geopotential number by the normal gravity value computed on the
 QG0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0691.degrees latitude (g = 980.6199 gals.).
 QG0691
 QG0691.The modeled gravity was interpolated from observed gravity values.
 QG0691
 QG0691;                    North         East    Units  Estimated Accuracy
 QG0691;SPC ME E     -   236,500.      228,520.      MT  (+/- 180 meters Scaled)
 QG0691
 QG0691                          SUPERSEDED SURVEY CONTROL
 QG0691
 QG0691  NGVD 29 (??/??/92)  415.991  (m)         1364.80   (f) ADJ UNCH    2 0
 QG0691
 QG0691.Superseded values are not recommended for survey control.
 QG0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0691.See file dsdata.txt to determine how the superseded data were derived.
 QG0691
 QG0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL674709(NAD 83)
 QG0691_MARKER: DB = BENCH MARK DISK
 QG0691_SETTING: 66 = SET IN ROCK OUTCROP
 QG0691_SP_SET: ROCK LEDGE
 QG0691_STAMPING: M 111 1953
 QG0691_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0691+STABILITY: POSITION/ELEVATION WELL
 QG0691
 QG0691  HISTORY     - Date     Condition        Report By
 QG0691  HISTORY     - 1953     MONUMENTED       CGS
 QG0691  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 QG0691
 QG0691                          STATION DESCRIPTION
 QG0691
 QG0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0691'13.7 MI N FROM KOKADJO.
 QG0691'8.2 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 QG0691'KOKADJO, THENCE ABOUT 5.5 MILES NORTHWEST ALONG A PRIVATE ROAD, ON
 QG0691'THE EAST BANK OF A SMALL CREEK, AT AN OLD ABANDONED CAMP SITE,
 QG0691'IN THE TOP OF A ROCK LEDGE THAT EXTENDS INTO CREEK BED, 38
 QG0691'FEET SOUTH OF CENTER LINE OF ROAD, 39 FEET SOUTHEAST OF SOUTHEAST
 QG0691'CORNER OF BRIDGE OVER CREEK, 82 1/2 FEET WEST OF A TELEPHONE
 QG0691'POLE, 2 1/2 FEET SOUTH OF LINE OF TELEPHONE POLES AND ABOUT 2
 QG0691'FEET BELOW LEVEL OF ROAD.
 QG0691
 QG0691                          STATION RECOVERY (1984)
 QG0691
 QG0691'RECOVERY NOTE BY US POWER SQUADRON 1984 (RPS)
 QG0691'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0253 ***********************************************************************
 RF0253  DESIGNATION -  M 112
 RF0253  PID         -  RF0253
 RF0253  STATE/COUNTY-  ME/SOMERSET
 RF0253  USGS QUAD   -  BAKER LAKE (1989)
 RF0253
 RF0253                         *CURRENT SURVEY CONTROL
 RF0253  ___________________________________________________________________
 RF0253* NAD 83(1986)-  46 17 20.     (N)    069 54 33.     (W)     SCALED    
 RF0253* NAVD 88     -       393.991  (meters)    1292.62   (feet)  ADJUSTED  
 RF0253  ___________________________________________________________________
 RF0253  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 RF0253  DYNAMIC HT  -         393.987 (meters)    1292.61  (feet)  COMP
 RF0253  MODELED GRAV-     980,593.4   (mgal)                       NAVD 88
 RF0253
 RF0253  VERT ORDER  -  SECOND    CLASS 0
 RF0253
 RF0253.The horizontal coordinates were scaled from a topographic map and have
 RF0253.an estimated accuracy of +/- 6 seconds.
 RF0253
 RF0253.The orthometric height was determined by differential leveling
 RF0253.and adjusted by the National Geodetic Survey in June 1991..
 RF0253
 RF0253.The geoid height was determined by GEOID03.
 RF0253
 RF0253.The dynamic height is computed by dividing the NAVD 88
 RF0253.geopotential number by the normal gravity value computed on the
 RF0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0253.degrees latitude (g = 980.6199 gals.).
 RF0253
 RF0253.The modeled gravity was interpolated from observed gravity values.
 RF0253
 RF0253;                    North         East    Units  Estimated Accuracy
 RF0253;SPC ME W     -   384,010.      919,840.      MT  (+/- 180 meters Scaled)
 RF0253
 RF0253                          SUPERSEDED SURVEY CONTROL
 RF0253
 RF0253  NGVD 29 (??/??/92)  394.147  (m)         1293.13   (f) ADJ UNCH    2 0
 RF0253
 RF0253.Superseded values are not recommended for survey control.
 RF0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0253.See file dsdata.txt to determine how the superseded data were derived.
 RF0253
 RF0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM299265(NAD 83)
 RF0253_MARKER: DB = BENCH MARK DISK
 RF0253_SETTING: 80 = SET IN A BOULDER
 RF0253_SP_SET: BOULDER
 RF0253_STAMPING: M 112 1953
 RF0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0253+STABILITY: SURFACE MOTION
 RF0253
 RF0253  HISTORY     - Date     Condition        Report By
 RF0253  HISTORY     - 1953     MONUMENTED       CGS
 RF0253
 RF0253                          STATION DESCRIPTION
 RF0253
 RF0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0253'26.6 MI NE FROM STE AURELIE.
 RF0253'ABOUT 26.65 MILES NORTHEAST AND EAST ALONG A GRAVEL ROAD LEADING
 RF0253'TO FRANCIS LAKE FROM THE CHURCH AT STE AURELIE, ABOUT 1.0 MILE
 RF0253'EAST OF A BRIDGE OVER BAKER BRANCH, IN THE TOP OF A 9 BY 7 FOOT
 RF0253'GRANITE BOULDER, 32 FEET SOUTH OF CENTER LINE OF ROAD, 120 FEET
 RF0253'SOUTHWEST AND ACROSS ROAD FROM A TRIANGULAR BLAZED 8-INCH SPRUCE
 RF0253'TREE, 9 FEET WEST-NORTHWEST OF A TRIANGULAR BLAZED 9-INCH CEDAR
 RF0253'TREE AND ABOUT 4 1/2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SE0005 ***********************************************************************
 SE0005  DESIGNATION -  M 113
 SE0005  PID         -  SE0005
 SE0005  STATE/COUNTY-  ME/AROOSTOOK
 SE0005  USGS QUAD   -  VAN BUREN (1986)
 SE0005
 SE0005                         *CURRENT SURVEY CONTROL
 SE0005  ___________________________________________________________________
 SE0005* NAD 83(1986)-  47 08 02.     (N)    067 57 15.     (W)     SCALED    
 SE0005* NAVD 88     -       251.374  (meters)     824.72   (feet)  ADJUSTED  
 SE0005  ___________________________________________________________________
 SE0005  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 SE0005  DYNAMIC HT  -         251.407 (meters)     824.82  (feet)  COMP
 SE0005  MODELED GRAV-     980,738.3   (mgal)                       NAVD 88
 SE0005
 SE0005  VERT ORDER  -  SECOND    CLASS 0
 SE0005
 SE0005.The horizontal coordinates were scaled from a topographic map and have
 SE0005.an estimated accuracy of +/- 6 seconds.
 SE0005
 SE0005.The orthometric height was determined by differential leveling
 SE0005.and adjusted by the National Geodetic Survey in June 1991..
 SE0005
 SE0005.The geoid height was determined by GEOID03.
 SE0005
 SE0005.The dynamic height is computed by dividing the NAVD 88
 SE0005.geopotential number by the normal gravity value computed on the
 SE0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SE0005.degrees latitude (g = 980.6199 gals.).
 SE0005
 SE0005.The modeled gravity was interpolated from observed gravity values.
 SE0005
 SE0005;                    North         East    Units  Estimated Accuracy
 SE0005;SPC ME E     -   385,450.      341,410.      MT  (+/- 180 meters Scaled)
 SE0005
 SE0005                          SUPERSEDED SURVEY CONTROL
 SE0005
 SE0005  NGVD 29 (??/??/92)  251.541  (m)          825.26   (f) ADJ UNCH    2 0
 SE0005
 SE0005.Superseded values are not recommended for survey control.
 SE0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SE0005.See file dsdata.txt to determine how the superseded data were derived.
 SE0005
 SE0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN793205(NAD 83)
 SE0005_MARKER: P = PIPE CAP
 SE0005_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SE0005_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SE0005_STAMPING: M 113 1953
 SE0005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SE0005
 SE0005  HISTORY     - Date     Condition        Report By
 SE0005  HISTORY     - 1953     MONUMENTED       CGS
 SE0005
 SE0005                          STATION DESCRIPTION
 SE0005
 SE0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 SE0005'2 MI S FROM VAN BUREN.
 SE0005'2.05 MILES SOUTH ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 SE0005'VAN BUREN, AT THE JUNCTION OF A BLACK TOP ROAD LEADING SOUTHEAST,
 SE0005'ABOUT 0.5 MILE SOUTH OF JUNCTION OF A GRAVEL ROAD NORTHWEST,
 SE0005'26 FEET WEST-NORTHWEST OF CENTER LINE OF HIGHWAY, 49 1/2 FEET
 SE0005'SOUTHWEST OF CENTER OF JUNCTION OF BLACK TOP ROAD SOUTHEAST,
 SE0005'173 FEET SOUTH OF SOUTHEAST CORNER OF A POTATO HOUSE, 12 1/2 FEET
 SE0005'SOUTH-SOUTHWEST OF TELEPHONE POLE NO. 422/876 AND IN LINE WITH
 SE0005'THE ROW OF POLES, ABOUT 1/2 FOOT ABOVE LEVEL OF HIGHWAY AND IS
 SE0005'A DISK WELDED ON THE TOP OF A 3-INCH PIPE 6-FEET LONG AND
 SE0005'PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0071 ***********************************************************************
 QF0071  DESIGNATION -  M 115
 QF0071  PID         -  QF0071
 QF0071  STATE/COUNTY-  ME/WASHINGTON
 QF0071  USGS QUAD   -  MEDDYBEMPS LAKE EAST (1987)
 QF0071
 QF0071                         *CURRENT SURVEY CONTROL
 QF0071  ___________________________________________________________________
 QF0071* NAD 83(1986)-  45 00 50.     (N)    067 15 20.     (W)     SCALED    
 QF0071* NAVD 88     -        25.534  (meters)      83.77   (feet)  ADJUSTED  
 QF0071  ___________________________________________________________________
 QF0071  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 QF0071  DYNAMIC HT  -          25.533 (meters)      83.77  (feet)  COMP
 QF0071  MODELED GRAV-     980,602.4   (mgal)                       NAVD 88
 QF0071
 QF0071  VERT ORDER  -  FIRST     CLASS II
 QF0071
 QF0071.The horizontal coordinates were scaled from a topographic map and have
 QF0071.an estimated accuracy of +/- 6 seconds.
 QF0071
 QF0071.The orthometric height was determined by differential leveling
 QF0071.and adjusted by the National Geodetic Survey in June 1991..
 QF0071
 QF0071.The geoid height was determined by GEOID03.
 QF0071
 QF0071.The dynamic height is computed by dividing the NAVD 88
 QF0071.geopotential number by the normal gravity value computed on the
 QF0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0071.degrees latitude (g = 980.6199 gals.).
 QF0071
 QF0071.The modeled gravity was interpolated from observed gravity values.
 QF0071
 QF0071;                    North         East    Units  Estimated Accuracy
 QF0071;SPC ME E     -   150,440.      398,090.      MT  (+/- 180 meters Scaled)
 QF0071
 QF0071                          SUPERSEDED SURVEY CONTROL
 QF0071
 QF0071  NGVD 29 (??/??/92)   25.740  (m)           84.45   (f) ADJ UNCH    1 2
 QF0071
 QF0071.Superseded values are not recommended for survey control.
 QF0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0071.See file dsdata.txt to determine how the superseded data were derived.
 QF0071
 QF0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK374859(NAD 83)
 QF0071_MARKER: DB = BENCH MARK DISK
 QF0071_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QF0071_SP_SET: ABUTMENT
 QF0071_STAMPING: M 115 1953
 QF0071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QF0071
 QF0071  HISTORY     - Date     Condition        Report By
 QF0071  HISTORY     - 1953     MONUMENTED       CGS
 QF0071
 QF0071                          STATION DESCRIPTION
 QF0071
 QF0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QF0071'0.8 MI SW FROM CHARLOTTE.
 QF0071'0.85 MILE SOUTHWEST ALONG A GRAVEL ROAD FROM CROSSING OF MAINE
 QF0071'CENTRAL RAILROAD AT CHARLOTTE, IN THE TOP OF THE SOUTHEAST END
 QF0071'OF NORTHEAST CONCRETE ABUTMENT OF A 27-FOOT BRIDGE OVER OUTLET
 QF0071'OF ROUND LAKE, 13 1/2 FEET SOUTHEAST OF CENTER LINE OF ROAD AND
 QF0071'ABOUT 0.8 FOOT ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0314 ***********************************************************************
 RF0314  DESIGNATION -  M 116
 RF0314  PID         -  RF0314
 RF0314  STATE/COUNTY-  ME/SOMERSET
 RF0314  USGS QUAD   -  BAKER LAKE NW (1989)
 RF0314
 RF0314                         *CURRENT SURVEY CONTROL
 RF0314  ___________________________________________________________________
 RF0314* NAD 83(1986)-  46 24 33.     (N)    069 58 19.     (W)     SCALED    
 RF0314* NAVD 88     -       406.977  (meters)    1335.22   (feet)  ADJUSTED  
 RF0314  ___________________________________________________________________
 RF0314  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 RF0314  DYNAMIC HT  -         406.980 (meters)    1335.23  (feet)  COMP
 RF0314  MODELED GRAV-     980,610.9   (mgal)                       NAVD 88
 RF0314
 RF0314  VERT ORDER  -  SECOND    CLASS 0
 RF0314
 RF0314.The horizontal coordinates were scaled from a topographic map and have
 RF0314.an estimated accuracy of +/- 6 seconds.
 RF0314
 RF0314.The orthometric height was determined by differential leveling
 RF0314.and adjusted by the National Geodetic Survey in June 1991..
 RF0314
 RF0314.The geoid height was determined by GEOID03.
 RF0314
 RF0314.The dynamic height is computed by dividing the NAVD 88
 RF0314.geopotential number by the normal gravity value computed on the
 RF0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0314.degrees latitude (g = 980.6199 gals.).
 RF0314
 RF0314.The modeled gravity was interpolated from observed gravity values.
 RF0314
 RF0314;                    North         East    Units  Estimated Accuracy
 RF0314;SPC ME W     -   397,370.      914,970.      MT  (+/- 180 meters Scaled)
 RF0314
 RF0314                          SUPERSEDED SURVEY CONTROL
 RF0314
 RF0314  NGVD 29 (??/??/92)  407.142  (m)         1335.77   (f) ADJ UNCH    2 0
 RF0314
 RF0314.Superseded values are not recommended for survey control.
 RF0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0314.See file dsdata.txt to determine how the superseded data were derived.
 RF0314
 RF0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM252399(NAD 83)
 RF0314_MARKER: DB = BENCH MARK DISK
 RF0314_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RF0314_SP_SET: MAPLE TREE
 RF0314_STAMPING: M 116 1953
 RF0314_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RF0314
 RF0314  HISTORY     - Date     Condition        Report By
 RF0314  HISTORY     - 1953     MONUMENTED       CGS
 RF0314  HISTORY     - 1961     MARK NOT FOUND   USGS
 RF0314
 RF0314                          STATION DESCRIPTION
 RF0314
 RF0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0314'14.2 MI SE FROM STE CAMILLE.
 RF0314'ABOUT 13.1 MILES SOUTHEAST ALONG A ROAD FROM CROSSING OF THE
 RF0314'QUEBEC CENTRAL RAILWAY AND STATION AT STE CAMILLE, THENCE ABOUT
 RF0314'1.05 MILES EAST ALONG A JEEP TRAIL FOLLOWING A TELEPHONE LINE,
 RF0314'AT THE JUNCTION OF AN ABANDONED LOGGING TRAIL LEADING NORTHEAST,
 RF0314'13 FEET SOUTHWEST OF CENTER LINE OF NORTHWEST-SOUTHEAST TRAIL, 4
 RF0314'FEET NORTHWEST OF EXTENDED CENTER LINE OF TRAIL NORTHEAST, 9
 RF0314'FEET WEST OF A TRIANGULAR BLAZED 14-INCH MAPLE TREE, SET
 RF0314'VERTICALLY IN THE NORTHEAST FACE OF A 12-INCH MAPLE TREE, 3 FEET
 RF0314'ABOVE GROUND AND ABOUT 3 1/2 FEET ABOVE LEVEL OF TRAIL.
 RF0314
 RF0314                          STATION RECOVERY (1961)
 RF0314
 RF0314'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 RF0314'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0317 ***********************************************************************
 QG0317  DESIGNATION -  M 118
 QG0317  PID         -  QG0317
 QG0317  STATE/COUNTY-  ME/PISCATAQUIS
 QG0317  USGS QUAD   -  SEBOEIS LAKE (1988)
 QG0317
 QG0317                         *CURRENT SURVEY CONTROL
 QG0317  ___________________________________________________________________
 QG0317* NAD 83(1986)-  45 29 44.     (N)    068 55 18.     (W)     SCALED    
 QG0317* NAVD 88     -       143.538  (meters)     470.92   (feet)  ADJUSTED  
 QG0317  ___________________________________________________________________
 QG0317  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 QG0317  DYNAMIC HT  -         143.536 (meters)     470.92  (feet)  COMP
 QG0317  MODELED GRAV-     980,602.5   (mgal)                       NAVD 88
 QG0317
 QG0317  VERT ORDER  -  SECOND    CLASS 0
 QG0317
 QG0317.The horizontal coordinates were scaled from a topographic map and have
 QG0317.an estimated accuracy of +/- 6 seconds.
 QG0317
 QG0317.The orthometric height was determined by differential leveling
 QG0317.and adjusted by the National Geodetic Survey in June 1991..
 QG0317
 QG0317.The geoid height was determined by GEOID03.
 QG0317
 QG0317.The dynamic height is computed by dividing the NAVD 88
 QG0317.geopotential number by the normal gravity value computed on the
 QG0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0317.degrees latitude (g = 980.6199 gals.).
 QG0317
 QG0317.The modeled gravity was interpolated from observed gravity values.
 QG0317
 QG0317;                    North         East    Units  Estimated Accuracy
 QG0317;SPC ME E     -   203,300.      267,040.      MT  (+/- 180 meters Scaled)
 QG0317
 QG0317                          SUPERSEDED SURVEY CONTROL
 QG0317
 QG0317  NGVD 29 (??/??/92)  143.707  (m)          471.48   (f) ADJ UNCH    2 0
 QG0317
 QG0317.Superseded values are not recommended for survey control.
 QG0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0317.See file dsdata.txt to determine how the superseded data were derived.
 QG0317
 QG0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL061380(NAD 83)
 QG0317_MARKER: DB = BENCH MARK DISK
 QG0317_SETTING: 80 = SET IN A BOULDER
 QG0317_SP_SET: BOULDER
 QG0317_STAMPING: M 118 1953
 QG0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0317+STABILITY: SURFACE MOTION
 QG0317
 QG0317  HISTORY     - Date     Condition        Report By
 QG0317  HISTORY     - 1953     MONUMENTED       CGS
 QG0317
 QG0317                          STATION DESCRIPTION
 QG0317
 QG0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0317'1.4 MI NE FROM PACKARDS.
 QG0317'1.4 MILES NORTHEAST ALONG THE BANGOR ND AROOSTOOK RAILROAD FROM
 QG0317'THE JUNCTION OF TRACKS AT PACKARDS, ABOUT 240 YARDS SOUTHWEST OF
 QG0317'CROSSING OF A WOODS ROAD, ABOUT 60 YARDS NORTHEAST OF NORTHEAST
 QG0317'END OF A CUT, IN THE TOP OF A 9 BY 9-FOOT BOULDER PROJECTING 4
 QG0317'FEET AND COVERED WITH MOSS AND GROWTH, 56 FEET SOUTH OF
 QG0317'SOUTHEAST END OF 24-INCH PIPE CULVERT NO. 87.63, 33 FEET SOUTHEAST
 QG0317'OF SOUTHEAST RAIL OF SOUTHEAST TRACK, 46 1/2 FEET SOUTHEAST OF
 QG0317'SOUTHEAST RAIL OF MAIN TRACK AND ABOUT 3 FEET BELOW THE TOP OF
 QG0317'RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0025 ***********************************************************************
 QG0025  DESIGNATION -  M 12
 QG0025  PID         -  QG0025
 QG0025  STATE/COUNTY-  ME/PENOBSCOT
 QG0025  USGS QUAD   -  PATTEN (1989)
 QG0025
 QG0025                         *CURRENT SURVEY CONTROL
 QG0025  ___________________________________________________________________
 QG0025* NAD 83(1986)-  45 52 33.     (N)    068 27 19.     (W)     SCALED    
 QG0025* NAVD 88     -       154.884  (meters)     508.15   (feet)  ADJUSTED  
 QG0025  ___________________________________________________________________
 QG0025  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 QG0025  DYNAMIC HT  -         154.889 (meters)     508.17  (feet)  COMP
 QG0025  MODELED GRAV-     980,644.5   (mgal)                       NAVD 88
 QG0025
 QG0025  VERT ORDER  -  FIRST     CLASS II
 QG0025
 QG0025.The horizontal coordinates were scaled from a topographic map and have
 QG0025.an estimated accuracy of +/- 6 seconds.
 QG0025
 QG0025.The orthometric height was determined by differential leveling
 QG0025.and adjusted by the National Geodetic Survey in June 1991..
 QG0025
 QG0025.The geoid height was determined by GEOID03.
 QG0025
 QG0025.The dynamic height is computed by dividing the NAVD 88
 QG0025.geopotential number by the normal gravity value computed on the
 QG0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0025.degrees latitude (g = 980.6199 gals.).
 QG0025
 QG0025.The modeled gravity was interpolated from observed gravity values.
 QG0025
 QG0025;                    North         East    Units  Estimated Accuracy
 QG0025;SPC ME E     -   245,480.      303,470.      MT  (+/- 180 meters Scaled)
 QG0025
 QG0025                          SUPERSEDED SURVEY CONTROL
 QG0025
 QG0025  NGVD 29 (??/??/92)  155.057  (m)          508.72   (f) ADJ UNCH    1 2
 QG0025
 QG0025.Superseded values are not recommended for survey control.
 QG0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0025.See file dsdata.txt to determine how the superseded data were derived.
 QG0025
 QG0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL422803(NAD 83)
 QG0025_MARKER: DB = BENCH MARK DISK
 QG0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0025_STAMPING: 508.716 M 12 1927
 QG0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0025+STABILITY: SURFACE MOTION
 QG0025
 QG0025  HISTORY     - Date     Condition        Report By
 QG0025  HISTORY     - 1927     MONUMENTED       CGS
 QG0025  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QG0025
 QG0025                          STATION DESCRIPTION
 QG0025
 QG0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 QG0025'2 MI SW FROM SHERMAN STATION.
 QG0025'2.0 MILES SOUTHWEST ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 QG0025'SHERMAN STATION, PENOBSCOT COUNTY, 1.8 MILES NORTHEAST OF THE
 QG0025'STATION AT STACYVILLE, AT SIBERIA, AT THE CROSSING OF STATE
 QG0025'HIGHWAY 11, 44 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 QG0025'43.4 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND 3 FEET NORTHWEST
 QG0025'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 508.716 M
 QG0025'12 1927 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 QG0025'ABOVE GROUND.
 QG0025
 QG0025                          STATION RECOVERY (1985)
 QG0025
 QG0025'RECOVERY NOTE BY US POWER SQUADRON 1985 (RRP)
 QG0025'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0109 ***********************************************************************
 OC0109  DESIGNATION -  M 121
 OC0109  PID         -  OC0109
 OC0109  STATE/COUNTY-  ME/CUMBERLAND
 OC0109  USGS QUAD   -  PORTLAND WEST (1978)
 OC0109
 OC0109                         *CURRENT SURVEY CONTROL
 OC0109  ___________________________________________________________________
 OC0109* NAD 83(1986)-  43 39 31.     (N)    070 18 40.     (W)     SCALED    
 OC0109* NAVD 88     -         3.088  (meters)      10.13   (feet)  ADJUSTED  
 OC0109  ___________________________________________________________________
 OC0109  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 OC0109  DYNAMIC HT  -           3.088 (meters)      10.13  (feet)  COMP
 OC0109  MODELED GRAV-     980,496.4   (mgal)                       NAVD 88
 OC0109
 OC0109  VERT ORDER  -  FIRST     CLASS II
 OC0109
 OC0109.The horizontal coordinates were scaled from a topographic map and have
 OC0109.an estimated accuracy of +/- 6 seconds.
 OC0109
 OC0109.The orthometric height was determined by differential leveling
 OC0109.and adjusted by the National Geodetic Survey in June 1991..
 OC0109
 OC0109.The geoid height was determined by GEOID03.
 OC0109
 OC0109.The dynamic height is computed by dividing the NAVD 88
 OC0109.geopotential number by the normal gravity value computed on the
 OC0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0109.degrees latitude (g = 980.6199 gals.).
 OC0109
 OC0109.The modeled gravity was interpolated from observed gravity values.
 OC0109
 OC0109;                    North         East    Units  Estimated Accuracy
 OC0109;SPC ME W     -    91,690.      888,350.      MT  (+/- 180 meters Scaled)
 OC0109
 OC0109                          SUPERSEDED SURVEY CONTROL
 OC0109
 OC0109  NGVD 29 (??/??/92)    3.302  (m)           10.83   (f) ADJ UNCH    1 2
 OC0109
 OC0109.Superseded values are not recommended for survey control.
 OC0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0109.See file dsdata.txt to determine how the superseded data were derived.
 OC0109
 OC0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ942347(NAD 83)
 OC0109_MARKER: DB = BENCH MARK DISK
 OC0109_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC0109_SP_SET: BRIDGE SIDEWALK
 OC0109_STAMPING: M 121 1955
 OC0109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC0109
 OC0109  HISTORY     - Date     Condition        Report By
 OC0109  HISTORY     - 1955     MONUMENTED       CGS
 OC0109  HISTORY     - 1957     GOOD             NGS
 OC0109  HISTORY     - 1976     GOOD             NGS
 OC0109  HISTORY     - 19920730 MARK NOT FOUND   USPSQD
 OC0109
 OC0109                          STATION DESCRIPTION
 OC0109
 OC0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 OC0109'2.1 MI W FROM PORTLAND.
 OC0109'ABOUT 1.75 MILES NORTHWEST ALONG THE MAINE CENTRAL RAILROAD
 OC0109'FROM THE U.S. HIGHWAY 1 BRIDGE OVER TRACKS AND FORE RIVER AT
 OC0109'PORTLAND, THENCE ABOUT 0.1 MILE SOUTHWEST ALONG FROST STREET,
 OC0109'THENCE ABOUT 0.25 MILE SOUTHWEST ALONG STATE HIGHWAY 22
 OC0109'(CONGRESS STREET), AT HIGHWAY BRIDGE OVER FORE RIVER BASIN,
 OC0109'IN THE TOP OF THE NORTHWEST BRIDGE SIDE WALK AND OVER THE NORTH
 OC0109'CORNER OF SOUTHWEST ABUTMENT OF BRIDGE, 20 FEET NORTHEAST OF
 OC0109'SOUTHWEST END OF CONCRETE BANISTER OF BRIDGE, 15 FEET NORTHWEST
 OC0109'OF CENTER LINE OF BRIDGE, 1/2 FOOT SOUTHEAST OF CONCRETE BANISTER
 OC0109'AND ABOUT 1/2 FOOT ABOVE LEVEL OF BRIDGE FLOOR.
 OC0109
 OC0109                          STATION RECOVERY (1957)
 OC0109
 OC0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 OC0109'RECOVERED IN GOOD CONDITION.
 OC0109
 OC0109                          STATION RECOVERY (1976)
 OC0109
 OC0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0109'RECOVERED IN GOOD CONDITION.
 OC0109
 OC0109                          STATION RECOVERY (1992)
 OC0109
 OC0109'RECOVERY NOTE BY US POWER SQUADRON 1992 (AMW)
 OC0109'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0540 ***********************************************************************
 OC0540  DESIGNATION -  M 122
 OC0540  PID         -  OC0540
 OC0540  STATE/COUNTY-  ME/CUMBERLAND
 OC0540  USGS QUAD   -  STEEP FALLS (1983)
 OC0540
 OC0540                         *CURRENT SURVEY CONTROL
 OC0540  ___________________________________________________________________
 OC0540* NAD 83(1986)-  43 48 02.     (N)    070 40 35.     (W)     SCALED    
 OC0540* NAVD 88     -        87.931  (meters)     288.49   (feet)  ADJUSTED  
 OC0540  ___________________________________________________________________
 OC0540  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 OC0540  DYNAMIC HT  -          87.918 (meters)     288.44  (feet)  COMP
 OC0540  MODELED GRAV-     980,464.0   (mgal)                       NAVD 88
 OC0540
 OC0540  VERT ORDER  -  FIRST     CLASS II
 OC0540
 OC0540.The horizontal coordinates were scaled from a topographic map and have
 OC0540.an estimated accuracy of +/- 6 seconds.
 OC0540
 OC0540.The orthometric height was determined by differential leveling
 OC0540.and adjusted by the National Geodetic Survey in June 1991..
 OC0540
 OC0540.The geoid height was determined by GEOID03.
 OC0540
 OC0540.The dynamic height is computed by dividing the NAVD 88
 OC0540.geopotential number by the normal gravity value computed on the
 OC0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0540.degrees latitude (g = 980.6199 gals.).
 OC0540
 OC0540.The modeled gravity was interpolated from observed gravity values.
 OC0540
 OC0540;                    North         East    Units  Estimated Accuracy
 OC0540;SPC ME W     -   107,580.      858,980.      MT  (+/- 180 meters Scaled)
 OC0540
 OC0540                          SUPERSEDED SURVEY CONTROL
 OC0540
 OC0540  NGVD 29 (??/??/92)   88.114  (m)          289.09   (f) ADJ UNCH    1 2
 OC0540
 OC0540.Superseded values are not recommended for survey control.
 OC0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0540.See file dsdata.txt to determine how the superseded data were derived.
 OC0540
 OC0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ651510(NAD 83)
 OC0540_MARKER: DB = BENCH MARK DISK
 OC0540_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC0540_SP_SET: ABUTMENT
 OC0540_STAMPING: M 122 1955
 OC0540_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC0540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OC0540+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2004
 OC0540
 OC0540  HISTORY     - Date     Condition        Report By
 OC0540  HISTORY     - 1955     MONUMENTED       CGS
 OC0540  HISTORY     - 1976     GOOD             NGS
 OC0540  HISTORY     - 20040513 GOOD             GEOCAC
 OC0540
 OC0540                          STATION DESCRIPTION
 OC0540
 OC0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 OC0540'1.4 MI W FROM STEEP FALLS.
 OC0540'1.35 MILES WEST ALONG THE MAINE CENTRAL RAILROAD FROM THE STATION
 OC0540'AT STEEP FALLS, ABOUT 68 YARDS WEST OF MILE POST P 26, IN THE
 OC0540'TOP OF THE FIRST STEP FROM THE TOP OF THE NORTHEAST END OF
 OC0540'SOUTHEAST STONE MASONRY ABUTMENT OF 36-FOOT RAILROAD BRIDGE OVER
 OC0540'QUAKER BROOK, 8 FEET NORTHEAST OF NORTHEAST RAIL AND ABOUT 2
 OC0540'FEET BELOW LEVEL OF TRACK.
 OC0540
 OC0540                          STATION RECOVERY (1976)
 OC0540
 OC0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0540'RECOVERED IN GOOD CONDITION.
 OC0540
 OC0540                          STATION RECOVERY (2004)
 OC0540
 OC0540'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 OC0540'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1453 ***********************************************************************
 PE1453  DESIGNATION -  M 128
 PE1453  PID         -  PE1453
 PE1453  STATE/COUNTY-  ME/SOMERSET
 PE1453  USGS QUAD   -  FAIRFIELD (1988)
 PE1453
 PE1453                         *CURRENT SURVEY CONTROL
 PE1453  ___________________________________________________________________
 PE1453* NAD 83(1986)-  44 36 10.     (N)    069 35 49.     (W)     SCALED    
 PE1453* NAVD 88     -        31.746  (meters)     104.15   (feet)  ADJUSTED  
 PE1453  ___________________________________________________________________
 PE1453  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 PE1453  DYNAMIC HT  -          31.744 (meters)     104.15  (feet)  COMP
 PE1453  MODELED GRAV-     980,564.0   (mgal)                       NAVD 88
 PE1453
 PE1453  VERT ORDER  -  FIRST     CLASS I
 PE1453
 PE1453.The horizontal coordinates were scaled from a topographic map and have
 PE1453.an estimated accuracy of +/- 6 seconds.
 PE1453
 PE1453.The orthometric height was determined by differential leveling
 PE1453.and adjusted by the National Geodetic Survey in June 1991..
 PE1453.WARNING-Repeat measurements at this control monument indicate possible
 PE1453.vertical movement.
 PE1453
 PE1453.The geoid height was determined by GEOID03.
 PE1453
 PE1453.The dynamic height is computed by dividing the NAVD 88
 PE1453.geopotential number by the normal gravity value computed on the
 PE1453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1453.degrees latitude (g = 980.6199 gals.).
 PE1453
 PE1453.The modeled gravity was interpolated from observed gravity values.
 PE1453
 PE1453;                    North         East    Units  Estimated Accuracy
 PE1453;SPC ME W     -   196,750.      945,230.      MT  (+/- 180 meters Scaled)
 PE1453
 PE1453                          SUPERSEDED SURVEY CONTROL
 PE1453
 PE1453  NGVD 29 (??/??/92)   31.947  (m)          104.81   (f) ADJ UNCH    1 1
 PE1453
 PE1453.Superseded values are not recommended for survey control.
 PE1453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1453.See file dsdata.txt to determine how the superseded data were derived.
 PE1453
 PE1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK526389(NAD 83)
 PE1453_MARKER: DB = BENCH MARK DISK
 PE1453_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE1453_SP_SET: CULVERT
 PE1453_STAMPING: M 128 1958
 PE1453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE1453
 PE1453  HISTORY     - Date     Condition        Report By
 PE1453  HISTORY     - 1958     MONUMENTED       CGS
 PE1453  HISTORY     - 1966     GOOD             NGS
 PE1453  HISTORY     - 1974     GOOD             NGS
 PE1453  HISTORY     - 1978     GOOD             DOD
 PE1453
 PE1453                          STATION DESCRIPTION
 PE1453
 PE1453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE1453'1.2 MI N FROM FAIRFIELD.
 PE1453'ABOUT 1.25 MILES NORTH ALONG U.S. HIGHWAY 201 FROM THE POST
 PE1453'OFFICE AT FAIRFIELD, ABOUT 0.1 MILE NORTH OF THE OVERPASS CROSSING
 PE1453'OF INTERSTATE 95, 237.0 FEET EAST OF THE CENTER LINE OF U.S.
 PE1453'HIGHWAY 201, ALONG THE ABANDONED HIGHWAY, IN THE TOP OF THE
 PE1453'NORTH END OF THE EAST CONCRETE HEAD WALL FOR A 10-FOOT BOX
 PE1453'CULVERT UNDER THE ABANDONED ROADBED, 30.0 FEET EAST OF THE
 PE1453'CENTER LINE OF THE OLD ROADBED, AND ABOUT 6 FEET BELOW THE
 PE1453'LEVEL OF THE OLD ROADBED.
 PE1453
 PE1453                          STATION RECOVERY (1974)
 PE1453
 PE1453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 PE1453'RECOVERED IN GOOD CONDITION.
 PE1453
 PE1453                          STATION RECOVERY (1978)
 PE1453
 PE1453'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE1453'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0705 ***********************************************************************
 PE0705  DESIGNATION -  M 129
 PE0705  PID         -  PE0705
 PE0705  STATE/COUNTY-  ME/SOMERSET
 PE0705  USGS QUAD   -  NEWPORT (1982)
 PE0705
 PE0705                         *CURRENT SURVEY CONTROL
 PE0705  ___________________________________________________________________
 PE0705* NAD 83(1986)-  44 47 31.     (N)    069 21 44.     (W)     SCALED    
 PE0705* NAVD 88     -        90.292  (meters)     296.23   (feet)  ADJUSTED  
 PE0705  ___________________________________________________________________
 PE0705  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 PE0705  DYNAMIC HT  -          90.288 (meters)     296.22  (feet)  COMP
 PE0705  MODELED GRAV-     980,572.9   (mgal)                       NAVD 88
 PE0705  OBS GRAVITY -     980,570.1   (mgal)                       GRAV_OBS
 PE0705
 PE0705  VERT ORDER  -  FIRST     CLASS I
 PE0705
 PE0705.The horizontal coordinates were scaled from a topographic map and have
 PE0705.an estimated accuracy of +/- 6 seconds.
 PE0705
 PE0705.The orthometric height was determined by differential leveling
 PE0705.and adjusted by the National Geodetic Survey in June 1991..
 PE0705
 PE0705.The geoid height was determined by GEOID03.
 PE0705
 PE0705.The dynamic height is computed by dividing the NAVD 88
 PE0705.geopotential number by the normal gravity value computed on the
 PE0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0705.degrees latitude (g = 980.6199 gals.).
 PE0705
 PE0705.The modeled gravity was interpolated from observed gravity values.
 PE0705.The observed gravity was obtained from relative gravimeter ties
 PE0705.to the IGSN71 gravity network.
 PE0705
 PE0705;                    North         East    Units  Estimated Accuracy
 PE0705;SPC ME W     -   217,930.      963,660.      MT  (+/- 180 meters Scaled)
 PE0705
 PE0705                          SUPERSEDED SURVEY CONTROL
 PE0705
 PE0705  NGVD 29 (??/??/92)   90.508  (m)          296.94   (f) ADJ UNCH    1 1
 PE0705
 PE0705.Superseded values are not recommended for survey control.
 PE0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0705.See file dsdata.txt to determine how the superseded data were derived.
 PE0705
 PE0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK713599(NAD 83)
 PE0705_MARKER: DB = BENCH MARK DISK
 PE0705_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE0705_SP_SET: BUILDING
 PE0705_STAMPING: M 129 1958
 PE0705_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0705
 PE0705  HISTORY     - Date     Condition        Report By
 PE0705  HISTORY     - 1958     MONUMENTED       CGS
 PE0705  HISTORY     - 1966     GOOD             NGS
 PE0705  HISTORY     - 1978     GOOD             DOD
 PE0705  HISTORY     - 1984     GOOD             USPSQD
 PE0705  HISTORY     - 1989     GOOD             USPSQD
 PE0705
 PE0705                          STATION DESCRIPTION
 PE0705
 PE0705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0705'1.3 MI NE FROM PITTSFIELD.
 PE0705'1.3 MILES NORTHEAST ALONG STATE HIGHWAYS 100 AND 11 FROM THE
 PE0705'MAINE CENTRAL RAILROAD STATION AT PITTSFIELD, AT A POWER SUB-STATION
 PE0705'OF THE NEW ENGLAND POWER CO., SET VERTICALLY IN THE SOUTHEAST
 PE0705'FACE NEAR THE EAST CORNER OF A BRICK BUILDING, ABOUT 100 YARDS
 PE0705'NORTH OF THE CENTER LINE OF THE HIGHWAY, 1.6 FEET SOUTHWEST OF THE
 PE0705'EAST CORNER OF BUILDING, AND ABOUT 3 1/2 FEET ABOVE THE LEVEL OF
 PE0705'THE GROUND.
 PE0705
 PE0705                          STATION RECOVERY (1978)
 PE0705
 PE0705'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE0705'RECOVERED IN GOOD CONDITION.
 PE0705
 PE0705                          STATION RECOVERY (1984)
 PE0705
 PE0705'RECOVERY NOTE BY US POWER SQUADRON 1984
 PE0705'RECOVERED IN GOOD CONDITION.
 PE0705
 PE0705                          STATION RECOVERY (1989)
 PE0705
 PE0705'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELG)
 PE0705'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0708 ***********************************************************************
 QG0708  DESIGNATION -  M 13
 QG0708  PID         -  QG0708
 QG0708  STATE/COUNTY-  ME/PISCATAQUIS
 QG0708  USGS QUAD   -  BROWNVILLE JUNCTION (1988)
 QG0708
 QG0708                         *CURRENT SURVEY CONTROL
 QG0708  ___________________________________________________________________
 QG0708* NAD 83(1986)-  45 22 19.     (N)    069 01 18.     (W)     SCALED    
 QG0708* NAVD 88     -       142.527  (meters)     467.61   (feet)  ADJUSTED  
 QG0708  ___________________________________________________________________
 QG0708  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 QG0708  DYNAMIC HT  -         142.526 (meters)     467.60  (feet)  COMP
 QG0708  MODELED GRAV-     980,604.4   (mgal)                       NAVD 88
 QG0708
 QG0708  VERT ORDER  -  FIRST     CLASS II
 QG0708
 QG0708.The horizontal coordinates were scaled from a topographic map and have
 QG0708.an estimated accuracy of +/- 6 seconds.
 QG0708
 QG0708.The orthometric height was determined by differential leveling
 QG0708.and adjusted by the National Geodetic Survey in June 1991..
 QG0708
 QG0708.The geoid height was determined by GEOID03.
 QG0708
 QG0708.The dynamic height is computed by dividing the NAVD 88
 QG0708.geopotential number by the normal gravity value computed on the
 QG0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0708.degrees latitude (g = 980.6199 gals.).
 QG0708
 QG0708.The modeled gravity was interpolated from observed gravity values.
 QG0708
 QG0708;                    North         East    Units  Estimated Accuracy
 QG0708;SPC ME E     -   189,610.      259,140.      MT  (+/- 180 meters Scaled)
 QG0708
 QG0708                          SUPERSEDED SURVEY CONTROL
 QG0708
 QG0708  NGVD 29 (??/??/92)  142.707  (m)          468.20   (f) ADJ UNCH    1 2
 QG0708
 QG0708.Superseded values are not recommended for survey control.
 QG0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0708.See file dsdata.txt to determine how the superseded data were derived.
 QG0708
 QG0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL983242(NAD 83)
 QG0708_MARKER: DB = BENCH MARK DISK
 QG0708_SETTING: 80 = SET IN A BOULDER
 QG0708_SP_SET: BOULDER
 QG0708_STAMPING: 468.198 M 13 1927
 QG0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0708+STABILITY: SURFACE MOTION
 QG0708
 QG0708  HISTORY     - Date     Condition        Report By
 QG0708  HISTORY     - 1927     MONUMENTED       CGS
 QG0708  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 QG0708
 QG0708                          STATION DESCRIPTION
 QG0708
 QG0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 QG0708'5.2 MI SW FROM SCHOODIC.
 QG0708'5.2 MILES SOUTHWEST ALONG THE BANGOR AND AROOSTOOK RAILROAD
 QG0708'FROM THE STATION AT SCHOODIC, PISCATAQUIS COUNTY, 18 RAILS
 QG0708'NORTH OF CULVERT 77.15, AND IN THE TOP OF A LARGE GRANITE
 QG0708'BOULDER ABOUT 8 FEET IN DIAMETER AND PROJECTING ABOUT 2 FEET
 QG0708'ABOVE THE GROUND.  A STANDARD DISK, STAMPED 468.198 M 13 1927.
 QG0708
 QG0708                          STATION RECOVERY (1983)
 QG0708
 QG0708'RECOVERY NOTE BY US POWER SQUADRON 1983 (DVH)
 QG0708'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0757 ***********************************************************************
 PE0757  CBN         -  This is a Cooperative Base Network Control Station.
 PE0757  DESIGNATION -  M 130
 PE0757  PID         -  PE0757
 PE0757  STATE/COUNTY-  ME/PENOBSCOT
 PE0757  USGS QUAD   -  PLYMOUTH (1982)
 PE0757
 PE0757                         *CURRENT SURVEY CONTROL
 PE0757  ___________________________________________________________________
 PE0757* NAD 83(1996)-  44 46 26.31037(N)    069 11 33.55936(W)     ADJUSTED  
 PE0757* NAVD 88     -       123.554  (meters)     405.36   (feet)  ADJUSTED  
 PE0757  ___________________________________________________________________
 PE0757  X           -   1,611,090.903 (meters)                     COMP
 PE0757  Y           -  -4,239,589.536 (meters)                     COMP
 PE0757  Z           -   4,469,621.576 (meters)                     COMP
 PE0757  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 PE0757  ELLIP HEIGHT-          98.39  (meters)          (04/26/01) GPS OBS
 PE0757  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 PE0757  DYNAMIC HT  -         123.547 (meters)     405.34  (feet)  COMP
 PE0757  MODELED GRAV-     980,562.5   (mgal)                       NAVD 88
 PE0757
 PE0757  HORZ ORDER  -  A
 PE0757  VERT ORDER  -  SECOND    CLASS 0
 PE0757  ELLP ORDER  -  FOURTH    CLASS I
 PE0757
 PE0757.The horizontal coordinates were established by GPS observations
 PE0757.and adjusted by the National Geodetic Survey in April 2001..
 PE0757
 PE0757.The orthometric height was determined by differential leveling
 PE0757.and adjusted by the National Geodetic Survey in June 1991..
 PE0757
 PE0757.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PE0757
 PE0757.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE0757
 PE0757.The ellipsoidal height was determined by GPS observations
 PE0757.and is referenced to NAD 83.
 PE0757
 PE0757.The geoid height was determined by GEOID03.
 PE0757
 PE0757.The dynamic height is computed by dividing the NAVD 88
 PE0757.geopotential number by the normal gravity value computed on the
 PE0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0757.degrees latitude (g = 980.6199 gals.).
 PE0757
 PE0757.The modeled gravity was interpolated from observed gravity values.
 PE0757
 PE0757;                    North         East     Units Scale Factor Converg.
 PE0757;SPC ME E     -   123,261.383   245,177.493   MT  0.99993695   -0 29 16.3
 PE0757;UTM  19      - 4,957,860.448   484,756.229   MT  0.99960286   -0 08 08.5
 PE0757
 PE0757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE0757!SPC ME E     -   0.99998457  x   0.99993695  =   0.99992152
 PE0757!UTM  19      -   0.99998457  x   0.99960286  =   0.99958744
 PE0757
 PE0757                          SUPERSEDED SURVEY CONTROL
 PE0757
 PE0757  NAVD 88 (04/26/01)  123.55   (m)          405.3    (f) LEVELING    3  
 PE0757  NGVD 29 (??/??/92)  123.771  (m)          406.07   (f) ADJ UNCH    2 0
 PE0757
 PE0757.Superseded values are not recommended for survey control.
 PE0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0757.See file dsdata.txt to determine how the superseded data were derived.
 PE0757
 PE0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK8475657860(NAD 83)
 PE0757_MARKER: DB = BENCH MARK DISK
 PE0757_SETTING: 66 = SET IN ROCK OUTCROP
 PE0757_SP_SET: ROCK CUT
 PE0757_STAMPING: M 130 1958
 PE0757_MARK LOGO: CGS   
 PE0757_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PE0757_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0757+STABILITY: POSITION/ELEVATION WELL
 PE0757_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE0757+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2000
 PE0757
 PE0757  HISTORY     - Date     Condition        Report By
 PE0757  HISTORY     - 1958     MONUMENTED       CGS
 PE0757  HISTORY     - 1980     GOOD             USGS
 PE0757  HISTORY     - 1984     GOOD             USPSQD
 PE0757  HISTORY     - 20000719 GOOD             MEDT
 PE0757
 PE0757                          STATION DESCRIPTION
 PE0757
 PE0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0757'1 MI E FROM PLYMOUTH.
 PE0757'1.0 MILES EAST ALONG BLACKTOP ROAD TO CARMEL FROM THE PLYMOUTH
 PE0757'GRANGE HALL AT PLYMOUTH, ABOUT 0.1 MILE EAST OF THE TOP OF THE
 PE0757'GRADE, ABOUT 0.1 MILE WEST OF THE CENTER LINE OF THE JUNCTION
 PE0757'OF DRIVE NORTH TO A HOUSE, SET IN THE TOP OF ROCK CUT, 24 FEET
 PE0757'SOUTH OF THE CENTER LINE OF THE ROAD, 26 FEET WEST OF POWER POLE
 PE0757'19, 19 FEET WEST OF THE EAST END OF THE ROCKY PART OF THE CUT,
 PE0757'ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
 PE0757
 PE0757                          STATION RECOVERY (1980)
 PE0757
 PE0757'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 PE0757'RECOVERED IN GOOD CONDITION.
 PE0757
 PE0757                          STATION RECOVERY (1984)
 PE0757
 PE0757'RECOVERY NOTE BY US POWER SQUADRON 1984
 PE0757'RECOVERED IN GOOD CONDITION.
 PE0757
 PE0757                          STATION RECOVERY (2000)
 PE0757
 PE0757'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 2000 (TL)
 PE0757'THE STATION IS LOCATED ABOUT 1 MI (1.6 KM) NORTHEAST OF PLYMOUTH.  TO
 PE0757'REACH FROM THE JUNCTION OF STATE HIGHWAYS 7 AND 69 AT THE PLYMOUTH
 PE0757'GRANGE HALL, GO NORTHEAST FOR 0.3 MI (0.5 KM) ON HIGHWAY 69 TO A
 PE0757'GRAVEL ROAD RIGHT.  CONTINUE 0.65 MI (1.05 KM) ON HIGHWAY 69 TO THE
 PE0757'STATION ON THE RIGHT.  LOCATED 131.9 FT (40.2 M) SOUTH-SOUTHWEST OF A
 PE0757'LONE 24-INCH ELM TREE, 26.2 FT (8.0 M) WEST OF POWER POLE NUMBER 19,
 PE0757'24.0 FT (7.3 M) SOUTHEAST OF THE CENTERLINE OF HIGHWAY AND 20.2 FT
 PE0757'(6.2 M) EAST-NORTHEAST OF A CHISELED X IN THE TOP OF A 2 FT (0.6 M)
 PE0757'DIAMETER ROCK EMBEDDED IN A ROCK PILE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0638 ***********************************************************************
 PE0638  DESIGNATION -  M 131
 PE0638  PID         -  PE0638
 PE0638  STATE/COUNTY-  ME/PENOBSCOT
 PE0638  USGS QUAD   -  HERMON (1978)
 PE0638
 PE0638                         *CURRENT SURVEY CONTROL
 PE0638  ___________________________________________________________________
 PE0638* NAD 83(1986)-  44 45 50.     (N)    068 56 03.     (W)     SCALED    
 PE0638* NAVD 88     -        73.265  (meters)     240.37   (feet)  ADJUSTED  
 PE0638  ___________________________________________________________________
 PE0638  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 PE0638  DYNAMIC HT  -          73.261 (meters)     240.36  (feet)  COMP
 PE0638  MODELED GRAV-     980,572.3   (mgal)                       NAVD 88
 PE0638
 PE0638  VERT ORDER  -  SECOND    CLASS 0
 PE0638
 PE0638.The horizontal coordinates were scaled from a topographic map and have
 PE0638.an estimated accuracy of +/- 6 seconds.
 PE0638
 PE0638.The orthometric height was determined by differential leveling
 PE0638.and adjusted by the National Geodetic Survey in June 1991..
 PE0638
 PE0638.The geoid height was determined by GEOID03.
 PE0638
 PE0638.The dynamic height is computed by dividing the NAVD 88
 PE0638.geopotential number by the normal gravity value computed on the
 PE0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0638.degrees latitude (g = 980.6199 gals.).
 PE0638
 PE0638.The modeled gravity was interpolated from observed gravity values.
 PE0638
 PE0638;                    North         East    Units  Estimated Accuracy
 PE0638;SPC ME E     -   122,000.      265,630.      MT  (+/- 180 meters Scaled)
 PE0638
 PE0638                          SUPERSEDED SURVEY CONTROL
 PE0638
 PE0638  NGVD 29 (??/??/92)   73.477  (m)          241.07   (f) ADJ UNCH    2 0
 PE0638
 PE0638.Superseded values are not recommended for survey control.
 PE0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0638.See file dsdata.txt to determine how the superseded data were derived.
 PE0638
 PE0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK052567(NAD 83)
 PE0638_MARKER: DB = BENCH MARK DISK
 PE0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0638_STAMPING: M 131 1958
 PE0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0638+STABILITY: SURFACE MOTION
 PE0638
 PE0638  HISTORY     - Date     Condition        Report By
 PE0638  HISTORY     - 1958     MONUMENTED       CGS
 PE0638  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 PE0638
 PE0638                          STATION DESCRIPTION
 PE0638
 PE0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0638'5 MI SW FROM NORTHERN MAINE JUNCTION.
 PE0638'1.8 MILES WEST ALONG THE MAINE CENTRAL RAILROAD FROM THE STATION
 PE0638'AT NORTHERN MAINE JUNCTION, THENCE 3.2 MILES SOUTHWEST ALONG A
 PE0638'BLACKTOP AND GRAVEL ROAD, AT A CROSS ROAD, 65 FEET NORTH OF THE
 PE0638'CENTERLINE OF THE ROAD, 19 FEET EAST OF THE CENTER LINE OF THE
 PE0638'NORTH-SOUTH ROAD, 62 FEET NORTHEAST OF THE CENTER LINE OF THE
 PE0638'ROAD CROSSING, 3 FEET SOUTHWEST OF A TELEPHONE POLE, 31 FEET
 PE0638'NORTH OF THE NORTHEAST END OF A CONCRETE PIPE CULVERT, 3 FEET
 PE0638'SOUTHWEST OF A METAL WITNESS POST, SET IN THE TOP OF A CONCRETE
 PE0638'POST PROJECTING 2 INCHES.
 PE0638
 PE0638                          STATION RECOVERY (1985)
 PE0638
 PE0638'RECOVERY NOTE BY US POWER SQUADRON 1985
 PE0638'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0619 ***********************************************************************
 PE0619  DESIGNATION -  M 132
 PE0619  PID         -  PE0619
 PE0619  STATE/COUNTY-  ME/PENOBSCOT
 PE0619  USGS QUAD   -  BANGOR (1991)
 PE0619
 PE0619                         *CURRENT SURVEY CONTROL
 PE0619  ___________________________________________________________________
 PE0619* NAD 83(1986)-  44 45 50.     (N)    068 52 24.     (W)     SCALED    
 PE0619* NAVD 88     -        27.380  (meters)      89.83   (feet)  ADJUSTED  
 PE0619  ___________________________________________________________________
 PE0619  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 PE0619  DYNAMIC HT  -          27.379 (meters)      89.83  (feet)  COMP
 PE0619  MODELED GRAV-     980,573.2   (mgal)                       NAVD 88
 PE0619
 PE0619  VERT ORDER  -  SECOND    CLASS 0
 PE0619
 PE0619.The horizontal coordinates were scaled from a topographic map and have
 PE0619.an estimated accuracy of +/- 6 seconds.
 PE0619
 PE0619.The orthometric height was determined by differential leveling
 PE0619.and adjusted by the National Geodetic Survey in June 1991..
 PE0619
 PE0619.The geoid height was determined by GEOID03.
 PE0619
 PE0619.The dynamic height is computed by dividing the NAVD 88
 PE0619.geopotential number by the normal gravity value computed on the
 PE0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0619.degrees latitude (g = 980.6199 gals.).
 PE0619
 PE0619.The modeled gravity was interpolated from observed gravity values.
 PE0619
 PE0619;                    North         East    Units  Estimated Accuracy
 PE0619;SPC ME E     -   121,980.      270,450.      MT  (+/- 180 meters Scaled)
 PE0619
 PE0619                          SUPERSEDED SURVEY CONTROL
 PE0619
 PE0619  NGVD 29 (??/??/92)   27.590  (m)           90.52   (f) ADJ UNCH    2 0
 PE0619
 PE0619.Superseded values are not recommended for survey control.
 PE0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0619.See file dsdata.txt to determine how the superseded data were derived.
 PE0619
 PE0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK100567(NAD 83)
 PE0619_MARKER: DB = BENCH MARK DISK
 PE0619_SETTING: 66 = SET IN ROCK OUTCROP
 PE0619_SP_SET: BEDROCK
 PE0619_STAMPING: M 132 1958
 PE0619_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0619+STABILITY: POSITION/ELEVATION WELL
 PE0619
 PE0619  HISTORY     - Date     Condition        Report By
 PE0619  HISTORY     - 1958     MONUMENTED       CGS
 PE0619  HISTORY     - 1988     GOOD             USPSQD
 PE0619
 PE0619                          STATION DESCRIPTION
 PE0619
 PE0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0619'3.4 MI NW FROM HAMPDEN.
 PE0619'2.4 MILES NORTHWEST ALONG BLACKTOP ROAD TO HERMON CENTER FROM
 PE0619'THE WATER WORKS AT HAMPDEN, THENCE 1.0 MILES SOUTH ALONG BLACKTOP
 PE0619'ROAD, AT THE JUNCTION OF GRAVEL ROAD SOUTHEAST AND A BRIDGE
 PE0619'ACROSS A STREAM.  SET IN THE TOP OF THE SOUTHWEST END OF BEDROCK
 PE0619'STRETCHING ACROSS A STREAM, 33 FEET SOUTHEAST OF THE CENTERLINE
 PE0619'OF THE ROAD, 93 FEET NORTHEAST OF THE CENTER LINE OF THE GRAVEL
 PE0619'ROAD, 26 FEET SOUTH OF THE SOUTH CORNER OF THE BRIDGE, ABOUT 12
 PE0619'FEET BELOW THE LEVEL OF THE ROAD.
 PE0619
 PE0619                          STATION RECOVERY (1988)
 PE0619
 PE0619'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE0619'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0412 ***********************************************************************
 QG0412  DESIGNATION -  M 133
 QG0412  PID         -  QG0412
 QG0412  STATE/COUNTY-  ME/PENOBSCOT
 QG0412  USGS QUAD   -  GREENBUSH (1988)
 QG0412
 QG0412                         *CURRENT SURVEY CONTROL
 QG0412  ___________________________________________________________________
 QG0412* NAD 83(1986)-  45 01 52.     (N)    068 39 53.     (W)     SCALED    
 QG0412* NAVD 88     -        39.499  (meters)     129.59   (feet)  ADJUSTED  
 QG0412  ___________________________________________________________________
 QG0412  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 QG0412  DYNAMIC HT  -          39.499 (meters)     129.59  (feet)  COMP
 QG0412  MODELED GRAV-     980,605.3   (mgal)                       NAVD 88
 QG0412
 QG0412  VERT ORDER  -  SECOND    CLASS 0
 QG0412
 QG0412.The horizontal coordinates were scaled from a topographic map and have
 QG0412.an estimated accuracy of +/- 6 seconds.
 QG0412
 QG0412.The orthometric height was determined by differential leveling
 QG0412.and adjusted by the National Geodetic Survey in June 1991..
 QG0412
 QG0412.The geoid height was determined by GEOID03.
 QG0412
 QG0412.The dynamic height is computed by dividing the NAVD 88
 QG0412.geopotential number by the normal gravity value computed on the
 QG0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0412.degrees latitude (g = 980.6199 gals.).
 QG0412
 QG0412.The modeled gravity was interpolated from observed gravity values.
 QG0412
 QG0412;                    North         East    Units  Estimated Accuracy
 QG0412;SPC ME E     -   151,610.      287,020.      MT  (+/- 180 meters Scaled)
 QG0412
 QG0412                          SUPERSEDED SURVEY CONTROL
 QG0412
 QG0412  NGVD 29 (??/??/92)   39.706  (m)          130.27   (f) ADJ UNCH    2 0
 QG0412
 QG0412.Superseded values are not recommended for survey control.
 QG0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0412.See file dsdata.txt to determine how the superseded data were derived.
 QG0412
 QG0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK264864(NAD 83)
 QG0412_MARKER: DB = BENCH MARK DISK
 QG0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0412_STAMPING: M 133 1958
 QG0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0412+STABILITY: SURFACE MOTION
 QG0412
 QG0412  HISTORY     - Date     Condition        Report By
 QG0412  HISTORY     - 1958     MONUMENTED       CGS
 QG0412  HISTORY     - 1981     GOOD             USGS
 QG0412  HISTORY     - 19851029 MARK NOT FOUND   USPSQD
 QG0412
 QG0412                          STATION DESCRIPTION
 QG0412
 QG0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 QG0412'10.6 MI N FROM OLD TOWN.
 QG0412'2.95 MILES NORTHWEST ALONG STATE HIGHWAY 43 FROM ITS JUNCTION
 QG0412'WITH U.S. HIGHWAY 2 AT OLD TOWN, THENCE 2.25 MILES NORTH ALONG
 QG0412'STATE HIGHWAY 16, THENCE 5.45 MILES NORTH ALONG STATE HIGHWAY
 QG0412'116, ABOUT 0.4 MILES NORTH OF A CEMETERY, AT THE OUTSIDE OF
 QG0412'A SLIGHT CURVE, 21 FEET WEST-SOUTHWEST OF THE CENTER LINE OF
 QG0412'THE HIGHWAY, 78 FEET NORTHWEST AND ACROSS THE HIGHWAY FROM
 QG0412'TELEPHONE POLE 247 WITH A BRACE WIRE, 129 FEET SOUTH-SOUTHEAST
 QG0412'OF THE SOUTHEAST CORNER OF A HOUSE, 3 FEET NORTH OF A METAL
 QG0412'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, SET IN THE TOP
 QG0412'OF A CONCRETE POST PROJECTING 4 INCHES.
 QG0412
 QG0412                          STATION RECOVERY (1981)
 QG0412
 QG0412'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 QG0412'RECOVERED IN GOOD CONDITION.
 QG0412
 QG0412                          STATION RECOVERY (1985)
 QG0412
 QG0412'RECOVERY NOTE BY US POWER SQUADRON 1985 (DVH)
 QG0412'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0298 ***********************************************************************
 QG0298  DESIGNATION -  M 136
 QG0298  PID         -  QG0298
 QG0298  STATE/COUNTY-  ME/PENOBSCOT
 QG0298  USGS QUAD   -  NINE MEADOW RIDGE (1988)
 QG0298
 QG0298                         *CURRENT SURVEY CONTROL
 QG0298  ___________________________________________________________________
 QG0298* NAD 83(1986)-  45 26 37.     (N)    068 36 09.     (W)     SCALED    
 QG0298* NAVD 88     -        93.908  (meters)     308.10   (feet)  ADJUSTED  
 QG0298  ___________________________________________________________________
 QG0298  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 QG0298  DYNAMIC HT  -          93.908 (meters)     308.10  (feet)  COMP
 QG0298  MODELED GRAV-     980,622.0   (mgal)                       NAVD 88
 QG0298
 QG0298  VERT ORDER  -  SECOND    CLASS 0
 QG0298
 QG0298.The horizontal coordinates were scaled from a topographic map and have
 QG0298.an estimated accuracy of +/- 6 seconds.
 QG0298
 QG0298.The orthometric height was determined by differential leveling
 QG0298.and adjusted by the National Geodetic Survey in June 1991..
 QG0298
 QG0298.The geoid height was determined by GEOID03.
 QG0298
 QG0298.The dynamic height is computed by dividing the NAVD 88
 QG0298.geopotential number by the normal gravity value computed on the
 QG0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0298.degrees latitude (g = 980.6199 gals.).
 QG0298
 QG0298.The modeled gravity was interpolated from observed gravity values.
 QG0298
 QG0298;                    North         East    Units  Estimated Accuracy
 QG0298;SPC ME E     -   197,450.      291,980.      MT  (+/- 180 meters Scaled)
 QG0298
 QG0298                          SUPERSEDED SURVEY CONTROL
 QG0298
 QG0298  NGVD 29 (??/??/92)   94.089  (m)          308.69   (f) ADJ UNCH    2 0
 QG0298
 QG0298.Superseded values are not recommended for survey control.
 QG0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0298.See file dsdata.txt to determine how the superseded data were derived.
 QG0298
 QG0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL310323(NAD 83)
 QG0298_MARKER: DB = BENCH MARK DISK
 QG0298_SETTING: 80 = SET IN A BOULDER
 QG0298_SP_SET: BOULDER
 QG0298_STAMPING: M 136 1959
 QG0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0298+STABILITY: SURFACE MOTION
 QG0298
 QG0298  HISTORY     - Date     Condition        Report By
 QG0298  HISTORY     - 1959     MONUMENTED       CGS
 QG0298
 QG0298                          STATION DESCRIPTION
 QG0298
 QG0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QG0298'18.2 MI NE FROM HOWLAND.
 QG0298'11.1 MILES NORTHEAST ALONG STATE HIGHWAY 116 FROM THE NORTH
 QG0298'END OF THE LARGE STATE HIGHWAY 116 BRIDGE OVER THE PSICATAQUIS
 QG0298'RIVER AT HOWLAND, THENCE 7.1 MILES NORTHWEST ALONG A GRAVELED
 QG0298'ROAD, 1.7 MILES NORTH OF A LOGGING CAMP, NEAR THE JUNCTION OF A
 QG0298'WOODS ROAD LEADING SOUTHWEST, AT THE INSIDE OF A CURVE, ON THE
 QG0298'TOP OF A HUGE 10-BY-10 FOOT BOULDER PROJECTING 6 FEET ABOVE
 QG0298'THE GROUND, 16 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD
 QG0298'AND 6 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0576 ***********************************************************************
 QG0576  DESIGNATION -  M 137
 QG0576  PID         -  QG0576
 QG0576  STATE/COUNTY-  ME/PENOBSCOT
 QG0576  USGS QUAD   -  EAST MILLINOCKET (1988)
 QG0576
 QG0576                         *CURRENT SURVEY CONTROL
 QG0576  ___________________________________________________________________
 QG0576* NAD 83(1986)-  45 37 36.     (N)    068 32 12.     (W)     SCALED    
 QG0576* NAVD 88     -        79.007  (meters)     259.21   (feet)  ADJUSTED  
 QG0576  ___________________________________________________________________
 QG0576  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 QG0576  DYNAMIC HT  -          79.009 (meters)     259.22  (feet)  COMP
 QG0576  MODELED GRAV-     980,630.9   (mgal)                       NAVD 88
 QG0576
 QG0576  VERT ORDER  -  SECOND    CLASS 0
 QG0576
 QG0576.The horizontal coordinates were scaled from a topographic map and have
 QG0576.an estimated accuracy of +/- 6 seconds.
 QG0576
 QG0576.The orthometric height was determined by differential leveling
 QG0576.and adjusted by the National Geodetic Survey in June 1991..
 QG0576
 QG0576.The geoid height was determined by GEOID03.
 QG0576
 QG0576.The dynamic height is computed by dividing the NAVD 88
 QG0576.geopotential number by the normal gravity value computed on the
 QG0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0576.degrees latitude (g = 980.6199 gals.).
 QG0576
 QG0576.The modeled gravity was interpolated from observed gravity values.
 QG0576
 QG0576;                    North         East    Units  Estimated Accuracy
 QG0576;SPC ME E     -   217,780.      297,140.      MT  (+/- 180 meters Scaled)
 QG0576
 QG0576                          SUPERSEDED SURVEY CONTROL
 QG0576
 QG0576  NGVD 29 (??/??/92)   79.207  (m)          259.87   (f) ADJ UNCH    2 0
 QG0576
 QG0576.Superseded values are not recommended for survey control.
 QG0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0576.See file dsdata.txt to determine how the superseded data were derived.
 QG0576
 QG0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL361526(NAD 83)
 QG0576_MARKER: DB = BENCH MARK DISK
 QG0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0576_STAMPING: M 137 1959
 QG0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0576+STABILITY: SURFACE MOTION
 QG0576
 QG0576  HISTORY     - Date     Condition        Report By
 QG0576  HISTORY     - 1959     MONUMENTED       CGS
 QG0576  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QG0576
 QG0576                          STATION DESCRIPTION
 QG0576
 QG0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QG0576'0.9 MI N FROM MEDWAY.
 QG0576'0.9 MILE NORTH ALONG STATE HIGHWAY 11 FROM ITS JUNCTION WITH
 QG0576'STATE HIGHWAY 157 AT MEDWAY, NEAR THE T JUNCTION OF A WOODS
 QG0576'ROAD LEADING EAST, 32 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 QG0576'29 FEET SOUTH OF THE CENTER LINE OF THE WOODS ROAD, 4 FEET NORTH
 QG0576'OF A METAL WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY
 QG0576'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 QG0576'THE GROUND.
 QG0576
 QG0576                          STATION RECOVERY (1985)
 QG0576
 QG0576'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLM)
 QG0576'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0123 ***********************************************************************
 QG0123  DESIGNATION -  M 138
 QG0123  PID         -  QG0123
 QG0123  STATE/COUNTY-  ME/PENOBSCOT
 QG0123  USGS QUAD   -  SALMON STREAM LAKE (1988)
 QG0123
 QG0123                         *CURRENT SURVEY CONTROL
 QG0123  ___________________________________________________________________
 QG0123* NAD 83(1986)-  45 44 55.     (N)    068 26 29.     (W)     SCALED    
 QG0123* NAVD 88     -       179.785  (meters)     589.84   (feet)  ADJUSTED  
 QG0123  ___________________________________________________________________
 QG0123  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 QG0123  DYNAMIC HT  -         179.789 (meters)     589.86  (feet)  COMP
 QG0123  MODELED GRAV-     980,636.3   (mgal)                       NAVD 88
 QG0123
 QG0123  VERT ORDER  -  SECOND    CLASS 0
 QG0123
 QG0123.The horizontal coordinates were scaled from a topographic map and have
 QG0123.an estimated accuracy of +/- 6 seconds.
 QG0123
 QG0123.The orthometric height was determined by differential leveling
 QG0123.and adjusted by the National Geodetic Survey in June 1991..
 QG0123
 QG0123.The geoid height was determined by GEOID03.
 QG0123
 QG0123.The dynamic height is computed by dividing the NAVD 88
 QG0123.geopotential number by the normal gravity value computed on the
 QG0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0123.degrees latitude (g = 980.6199 gals.).
 QG0123
 QG0123.The modeled gravity was interpolated from observed gravity values.
 QG0123
 QG0123;                    North         East    Units  Estimated Accuracy
 QG0123;SPC ME E     -   231,340.      304,560.      MT  (+/- 180 meters Scaled)
 QG0123
 QG0123                          SUPERSEDED SURVEY CONTROL
 QG0123
 QG0123  NGVD 29 (??/??/92)  179.968  (m)          590.45   (f) ADJ UNCH    2 0
 QG0123
 QG0123.Superseded values are not recommended for survey control.
 QG0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0123.See file dsdata.txt to determine how the superseded data were derived.
 QG0123
 QG0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL434662(NAD 83)
 QG0123_MARKER: DB = BENCH MARK DISK
 QG0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0123_STAMPING: M 138 1959
 QG0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0123+STABILITY: SURFACE MOTION
 QG0123
 QG0123  HISTORY     - Date     Condition        Report By
 QG0123  HISTORY     - 1959     MONUMENTED       CGS
 QG0123
 QG0123                          STATION DESCRIPTION
 QG0123
 QG0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QG0123'5 MI SW FROM BENEDICTA.
 QG0123'1.6 MILES SOUTH ALONG AN ASPHALT ROAD FROM THE POST OFFICE
 QG0123'AT BENEDICTA, THENCE 1.2 MILES WEST ALONG A GRAVEL ROAD, THENCE
 QG0123'1.2 MILES SOUTH ALONG A GRAVEL ROAD AND A FARM ROAD, THENCE 1.0
 QG0123'MILE SOUTH ALONG A WOODS ROAD, NEAR A Y JUNCTION FORMED BY
 QG0123'THE MAIN WOODS ROAD AND A DIM WOODS ROAD LEADING SOUTHWEST,
 QG0123'14 FEET NORTHWEST OF THE CENTER LINE OF THE MAIN WOODS ROAD,
 QG0123'27 FEET WEST AND ACROSS ROAD FROM A BLAZED 12-INCH PINE TREE,
 QG0123'9 1/2 FEET EAST OF A 12-INCH BEECH TREE WITH A METAL WITNESS POST
 QG0123'NAILED ON TREE, 1 FOOT ABOVE THE LEVEL OF THE ROAD AND SET IN
 QG0123'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE THE LEVEL
 QG0123'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0123 ***********************************************************************
 RF0123  DESIGNATION -  M 139
 RF0123  PID         -  RF0123
 RF0123  STATE/COUNTY-  ME/AROOSTOOK
 RF0123  USGS QUAD   -  ISLAND FALLS (1986)
 RF0123
 RF0123                         *CURRENT SURVEY CONTROL
 RF0123  ___________________________________________________________________
 RF0123* NAD 83(1986)-  46 01 33.     (N)    068 15 57.     (W)     SCALED    
 RF0123* NAVD 88     -       143.479  (meters)     470.73   (feet)  ADJUSTED  
 RF0123  ___________________________________________________________________
 RF0123  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 RF0123  DYNAMIC HT  -         143.485 (meters)     470.75  (feet)  COMP
 RF0123  MODELED GRAV-     980,656.0   (mgal)                       NAVD 88
 RF0123
 RF0123  VERT ORDER  -  SECOND    CLASS 0
 RF0123
 RF0123.The horizontal coordinates were scaled from a topographic map and have
 RF0123.an estimated accuracy of +/- 6 seconds.
 RF0123
 RF0123.The orthometric height was determined by differential leveling
 RF0123.and adjusted by the National Geodetic Survey in June 1991..
 RF0123
 RF0123.The geoid height was determined by GEOID03.
 RF0123
 RF0123.The dynamic height is computed by dividing the NAVD 88
 RF0123.geopotential number by the normal gravity value computed on the
 RF0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0123.degrees latitude (g = 980.6199 gals.).
 RF0123
 RF0123.The modeled gravity was interpolated from observed gravity values.
 RF0123
 RF0123;                    North         East    Units  Estimated Accuracy
 RF0123;SPC ME E     -   262,170.      318,130.      MT  (+/- 180 meters Scaled)
 RF0123
 RF0123                          SUPERSEDED SURVEY CONTROL
 RF0123
 RF0123  NGVD 29 (??/??/92)  143.650  (m)          471.29   (f) ADJ UNCH    2 0
 RF0123
 RF0123.Superseded values are not recommended for survey control.
 RF0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0123.See file dsdata.txt to determine how the superseded data were derived.
 RF0123
 RF0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL568971(NAD 83)
 RF0123_MARKER: DB = BENCH MARK DISK
 RF0123_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RF0123_SP_SET: ABUTMENT
 RF0123_STAMPING: M 139 1959
 RF0123_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0123
 RF0123  HISTORY     - Date     Condition        Report By
 RF0123  HISTORY     - 1959     MONUMENTED       CGS
 RF0123
 RF0123                          STATION DESCRIPTION
 RF0123
 RF0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RF0123'0.8 MI NE FROM ISLAND FALLS.
 RF0123'0.8 MILE NORTHEAST ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 RF0123'THE RAILROAD DEPOT AT ISLAND FALLS, ON TOP OF THE SOUTHEAST END
 RF0123'OF THE SOUTHWEST CONCRETE ABUTMENT OF STEEL BRIDGE NO. 140.66
 RF0123'OVER DYER BROOK, 7.4 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 6
 RF0123'INCHES BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0712 ***********************************************************************
 PE0712  DESIGNATION -  M 14
 PE0712  PID         -  PE0712
 PE0712  STATE/COUNTY-  ME/SOMERSET
 PE0712  USGS QUAD   -  NEWPORT (1982)
 PE0712
 PE0712                         *CURRENT SURVEY CONTROL
 PE0712  ___________________________________________________________________
 PE0712* NAD 83(1986)-  44 48 45.     (N)    069 17 56.     (W)     SCALED    
 PE0712* NAVD 88     -        57.150  (meters)     187.50   (feet)  ADJUSTED  
 PE0712  ___________________________________________________________________
 PE0712  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 PE0712  DYNAMIC HT  -          57.147 (meters)     187.49  (feet)  COMP
 PE0712  MODELED GRAV-     980,574.0   (mgal)                       NAVD 88
 PE0712
 PE0712  VERT ORDER  -  FIRST     CLASS I
 PE0712
 PE0712.The horizontal coordinates were scaled from a topographic map and have
 PE0712.an estimated accuracy of +/- 6 seconds.
 PE0712
 PE0712.The orthometric height was determined by differential leveling
 PE0712.and adjusted by the National Geodetic Survey in June 1991..
 PE0712.WARNING-Repeat measurements at this control monument indicate possible
 PE0712.vertical movement.
 PE0712
 PE0712.The geoid height was determined by GEOID03.
 PE0712
 PE0712.The dynamic height is computed by dividing the NAVD 88
 PE0712.geopotential number by the normal gravity value computed on the
 PE0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0712.degrees latitude (g = 980.6199 gals.).
 PE0712
 PE0712.The modeled gravity was interpolated from observed gravity values.
 PE0712
 PE0712;                    North         East    Units  Estimated Accuracy
 PE0712;SPC ME W     -   220,260.      968,640.      MT  (+/- 180 meters Scaled)
 PE0712
 PE0712                          SUPERSEDED SURVEY CONTROL
 PE0712
 PE0712  NGVD 29 (??/??/92)   57.369  (m)          188.22   (f) ADJ UNCH    1 1
 PE0712
 PE0712.Superseded values are not recommended for survey control.
 PE0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0712.See file dsdata.txt to determine how the superseded data were derived.
 PE0712
 PE0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK763621(NAD 83)
 PE0712_MARKER: DB = BENCH MARK DISK
 PE0712_SETTING: 80 = SET IN A BOULDER
 PE0712_SP_SET: BOULDER
 PE0712_STAMPING: M 14 188.261 1927
 PE0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0712+STABILITY: SURFACE MOTION
 PE0712
 PE0712  HISTORY     - Date     Condition        Report By
 PE0712  HISTORY     - 1927     MONUMENTED       CGS
 PE0712  HISTORY     - 1966     GOOD             NGS
 PE0712  HISTORY     - 1979     MARK NOT FOUND   USGS
 PE0712
 PE0712                          STATION DESCRIPTION
 PE0712
 PE0712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0712'2.9 MI SW FROM NEWPORT.
 PE0712'2.4 MILES SOUTHWEST ALONG STATE HIGHWAY 100 AND 11 FROM THE
 PE0712'POST OFFICE AT NEWPORT, THENCE ABOUT 0.4 MILE EAST ALONG A
 PE0712'GRAVELED ROAD, THENCE 0.05 MILE SOUTHEAST CROSS-COUNTRY, THENCE
 PE0712'0.05 MILE SOUTHWEST ALONG THE MAINE CENTRAL RAILROAD, ABOUT 2.0
 PE0712'MILES SOUTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM THE STATION
 PE0712'AT NEWPORT, DIRECTLY ACROSS THE TRACK FROM A SMALL POND, 24.1
 PE0712'FEET NORTHWEST OF THE NORTHWEST RAIL, IN THE TOP OF A EMBEDDED
 PE0712'BOULDER THAT THE EXPOSED PORTION IS ABOUT 2 1/2-BY-4-FOOT AND
 PE0712'PROJECTS 1 FOOT, AND ABOUT 6 FEET BELOW THE LEVEL OF THE TRACK.
 PE0712
 PE0712                          STATION RECOVERY (1979)
 PE0712
 PE0712'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PE0712'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0269 ***********************************************************************
 PE0269  DESIGNATION -  M 144
 PE0269  PID         -  PE0269
 PE0269  STATE/COUNTY-  ME/HANCOCK
 PE0269  USGS QUAD   -  SALSBURY COVE (1981)
 PE0269
 PE0269                         *CURRENT SURVEY CONTROL
 PE0269  ___________________________________________________________________
 PE0269* NAD 83(1986)-  44 24 30.     (N)    068 21 07.     (W)     SCALED    
 PE0269* NAVD 88     -         9.275  (meters)      30.43   (feet)  ADJUSTED  
 PE0269  ___________________________________________________________________
 PE0269  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 PE0269  DYNAMIC HT  -           9.275 (meters)      30.43  (feet)  COMP
 PE0269  MODELED GRAV-     980,566.4   (mgal)                       NAVD 88
 PE0269
 PE0269  VERT ORDER  -  SECOND    CLASS 0
 PE0269
 PE0269.The horizontal coordinates were scaled from a topographic map and have
 PE0269.an estimated accuracy of +/- 6 seconds.
 PE0269
 PE0269.The orthometric height was determined by differential leveling
 PE0269.and adjusted by the National Geodetic Survey in June 1991..
 PE0269
 PE0269.The geoid height was determined by GEOID03.
 PE0269
 PE0269.The dynamic height is computed by dividing the NAVD 88
 PE0269.geopotential number by the normal gravity value computed on the
 PE0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0269.degrees latitude (g = 980.6199 gals.).
 PE0269
 PE0269.The modeled gravity was interpolated from observed gravity values.
 PE0269
 PE0269;                    North         East    Units  Estimated Accuracy
 PE0269;SPC ME E     -    82,410.      311,790.      MT  (+/- 180 meters Scaled)
 PE0269
 PE0269                          SUPERSEDED SURVEY CONTROL
 PE0269
 PE0269  NGVD 29 (??/??/92)    9.466  (m)           31.06   (f) ADJ UNCH    2 0
 PE0269
 PE0269.Superseded values are not recommended for survey control.
 PE0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0269.See file dsdata.txt to determine how the superseded data were derived.
 PE0269
 PE0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK516174(NAD 83)
 PE0269_MARKER: DB = BENCH MARK DISK
 PE0269_SETTING: 80 = SET IN A BOULDER
 PE0269_SP_SET: BOULDER
 PE0269_STAMPING: M 144 1962
 PE0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0269+STABILITY: SURFACE MOTION
 PE0269
 PE0269  HISTORY     - Date     Condition        Report By
 PE0269  HISTORY     - 1962     MONUMENTED       CGS
 PE0269
 PE0269                          STATION DESCRIPTION
 PE0269
 PE0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PE0269'2.3 MI SE FROM TRENTON.
 PE0269'2.3 MILES SOUTHEAST ON STATE HIGHWAYS 102 AND 198 FROM THE
 PE0269'JUNCTION OF STATE HIGHWAY 3 AND 230 IN TRENTON OR 1.05 MILE
 PE0269'NORTHWEST OF THE FIRE HOUSE IN TOWN HILL.  83 FEET SOUTHWEST
 PE0269'OF THE CENTER LINE OF HIGHWAYS 102 AND 198, 71 FEET WEST OF A
 PE0269'CABLE LINE POLE, 54.5 FEET SOUTHEAST OF A DIM TRAIL LEADING
 PE0269'SOUTHWEST THROUGH THE WOODS AND 2 FEET BELOW THE LEVEL OF THE
 PE0269'ROAD.  SET IN A DRILL HOLE IN THE CENTER OF A 6 BY 4 FOOT
 PE0269'BOULDER WHICH PROJECTS 2.5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0319 ***********************************************************************
 PE0319  DESIGNATION -  M 145
 PE0319  PID         -  PE0319
 PE0319  STATE/COUNTY-  ME/HANCOCK
 PE0319  USGS QUAD   -  BARTLETT ISLAND (1981)
 PE0319
 PE0319                         *CURRENT SURVEY CONTROL
 PE0319  ___________________________________________________________________
 PE0319* NAD 83(1986)-  44 19 48.     (N)    068 24 16.     (W)     SCALED    
 PE0319* NAVD 88     -        26.616  (meters)      87.32   (feet)  ADJUSTED  
 PE0319  ___________________________________________________________________
 PE0319  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 PE0319  DYNAMIC HT  -          26.615 (meters)      87.32  (feet)  COMP
 PE0319  MODELED GRAV-     980,562.5   (mgal)                       NAVD 88
 PE0319
 PE0319  VERT ORDER  -  SECOND    CLASS 0
 PE0319
 PE0319.The horizontal coordinates were scaled from a topographic map and have
 PE0319.an estimated accuracy of +/- 6 seconds.
 PE0319
 PE0319.The orthometric height was determined by differential leveling
 PE0319.and adjusted by the National Geodetic Survey in June 1991..
 PE0319
 PE0319.The geoid height was determined by GEOID03.
 PE0319
 PE0319.The dynamic height is computed by dividing the NAVD 88
 PE0319.geopotential number by the normal gravity value computed on the
 PE0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0319.degrees latitude (g = 980.6199 gals.).
 PE0319
 PE0319.The modeled gravity was interpolated from observed gravity values.
 PE0319
 PE0319;                    North         East    Units  Estimated Accuracy
 PE0319;SPC ME E     -    73,700.      307,620.      MT  (+/- 180 meters Scaled)
 PE0319
 PE0319                          SUPERSEDED SURVEY CONTROL
 PE0319
 PE0319  NGVD 29 (??/??/92)   26.808  (m)           87.95   (f) ADJ UNCH    2 0
 PE0319
 PE0319.Superseded values are not recommended for survey control.
 PE0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0319.See file dsdata.txt to determine how the superseded data were derived.
 PE0319
 PE0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK474086(NAD 83)
 PE0319_MARKER: DB = BENCH MARK DISK
 PE0319_SETTING: 66 = SET IN ROCK OUTCROP
 PE0319_SP_SET: ROCK OUTCROP
 PE0319_STAMPING: M 145 1962
 PE0319_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0319+STABILITY: POSITION/ELEVATION WELL
 PE0319
 PE0319  HISTORY     - Date     Condition        Report By
 PE0319  HISTORY     - 1962     MONUMENTED       CGS
 PE0319  HISTORY     - 1977     GOOD             USGS
 PE0319
 PE0319                          STATION DESCRIPTION
 PE0319
 PE0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PE0319'4.8 MI SW FROM SOMESVILLE.
 PE0319'4.85 MILES SOUTHWEST ON STATE HIGHWAY 102 FROM THE GRADE SCHOOL
 PE0319'AT SOMESVILLE.  SET IN A DRILL HOLE IN THE TOP OF A LARGE
 PE0319'MOSSY ROCK OUTCROP.  102 YARDS NORTHEAST OF A TILE CULVERT UNDER
 PE0319'THE HIGHWAY, 171 FEET SOUTHWEST OF POWER LINE POLE NO. 246, 84
 PE0319'FEET NORTHEAST OF POWER LINE POLE NO. 245, 51 FEET SOUTHEAST OF
 PE0319'THE CENTER LINE OF THE HIGHWAY AND 4 FEET ABOVE THE LEVEL OF
 PE0319'THE HIGHWAY.
 PE0319
 PE0319                          STATION RECOVERY (1977)
 PE0319
 PE0319'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 PE0319'52.8 FT SE CENTERLINE ROAD. 99 FT NNE JCT. POWER POLE NO. 129. (PREV.
 PE0319'DESCRIBED POLE NO. 245 IS GONE.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0344 ***********************************************************************
 PE0344  DESIGNATION -  M 146
 PE0344  PID         -  PE0344
 PE0344  STATE/COUNTY-  ME/HANCOCK
 PE0344  USGS QUAD   -  BLUE HILL (1981)
 PE0344
 PE0344                         *CURRENT SURVEY CONTROL
 PE0344  ___________________________________________________________________
 PE0344* NAD 83(1986)-  44 24 32.     (N)    068 33 49.     (W)     SCALED    
 PE0344* NAVD 88     -         2.257  (meters)       7.40   (feet)  ADJUSTED  
 PE0344  ___________________________________________________________________
 PE0344  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 PE0344  DYNAMIC HT  -           2.256 (meters)       7.40  (feet)  COMP
 PE0344  MODELED GRAV-     980,539.7   (mgal)                       NAVD 88
 PE0344
 PE0344  VERT ORDER  -  SECOND    CLASS 0
 PE0344
 PE0344.The horizontal coordinates were scaled from a topographic map and have
 PE0344.an estimated accuracy of +/- 6 seconds.
 PE0344
 PE0344.The orthometric height was determined by differential leveling
 PE0344.and adjusted by the National Geodetic Survey in June 1991..
 PE0344
 PE0344.The geoid height was determined by GEOID03.
 PE0344
 PE0344.The dynamic height is computed by dividing the NAVD 88
 PE0344.geopotential number by the normal gravity value computed on the
 PE0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0344.degrees latitude (g = 980.6199 gals.).
 PE0344
 PE0344.The modeled gravity was interpolated from observed gravity values.
 PE0344
 PE0344;                    North         East    Units  Estimated Accuracy
 PE0344;SPC ME E     -    82,460.      294,930.      MT  (+/- 180 meters Scaled)
 PE0344
 PE0344                          SUPERSEDED SURVEY CONTROL
 PE0344
 PE0344  NGVD 29 (??/??/92)    2.444  (m)            8.02   (f) ADJ UNCH    2 0
 PE0344
 PE0344.Superseded values are not recommended for survey control.
 PE0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0344.See file dsdata.txt to determine how the superseded data were derived.
 PE0344
 PE0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK347173(NAD 83)
 PE0344_MARKER: DB = BENCH MARK DISK
 PE0344_SETTING: 66 = SET IN ROCK OUTCROP
 PE0344_SP_SET: ROCK LEDGE
 PE0344_STAMPING: M 146 1962
 PE0344_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0344+STABILITY: POSITION/ELEVATION WELL
 PE0344_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE0344+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2005
 PE0344
 PE0344  HISTORY     - Date     Condition        Report By
 PE0344  HISTORY     - 1962     MONUMENTED       CGS
 PE0344  HISTORY     - 1983     GOOD             USPSQD
 PE0344  HISTORY     - 1987     GOOD             USPSQD
 PE0344  HISTORY     - 1988     GOOD             USPSQD
 PE0344  HISTORY     - 1989     GOOD             USPSQD
 PE0344  HISTORY     - 20050808 GOOD             GEOCAC
 PE0344
 PE0344                          STATION DESCRIPTION
 PE0344
 PE0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PE0344'1.6 MI E FROM BLUE HILL.
 PE0344'ABOUT 0.2 MILE NORTHEAST ALONG STATE HIGHWAY 172 FROM THE POST
 PE0344'OFFICE AT BLUE HILL, THENCE 1.2 MILES EAST ALONG STATE HIGHWAY
 PE0344'176, THENCE 0.25 MILE SOUTHWEST ALONG A PRIVATE GRAVEL ROAD
 PE0344'LEADING TO THE KOLLEGEWIDGWOK YATCH CLUB, SET ON THE TOP AND
 PE0344'4 FEET SOUTHEAST OF A LARGE ROCK LEDGE, 78.4 FEET SOUTHEAST
 PE0344'OF THE SOUTHEAST CORNER OF THE BASE OF THE YATCH CLUB FLAGPOLE,
 PE0344'44.2 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE CONCRETE
 PE0344'PATIO AROUND THE CLUB, 65.5 FEET SOUTHWEST OF TIDAL 1 (1953)
 PE0344'AND 1 FOOT BELOW THE HIGHEST PART OF THE LEDGE.  TIDAL STATION
 PE0344'14A, BLUE HILL HARBOR, BLUE HILL BAY.
 PE0344
 PE0344                          STATION RECOVERY (1983)
 PE0344
 PE0344'RECOVERY NOTE BY US POWER SQUADRON 1983
 PE0344'RECOVERED IN GOOD CONDITION.
 PE0344
 PE0344                          STATION RECOVERY (1987)
 PE0344
 PE0344'RECOVERY NOTE BY US POWER SQUADRON 1987 (MRW)
 PE0344'RECOVERED IN GOOD CONDITION.
 PE0344
 PE0344                          STATION RECOVERY (1988)
 PE0344
 PE0344'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE0344'RECOVERED IN GOOD CONDITION.
 PE0344
 PE0344                          STATION RECOVERY (1989)
 PE0344
 PE0344'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELG)
 PE0344'RECOVERED IN GOOD CONDITION.
 PE0344
 PE0344                          STATION RECOVERY (2005)
 PE0344
 PE0344'RECOVERY NOTE BY GEOCACHING 2005 (DFB)
 PE0344'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0361 ***********************************************************************
 PD0361  DESIGNATION -  M 147
 PD0361  PID         -  PD0361
 PD0361  STATE/COUNTY-  ME/WASHINGTON
 PD0361  USGS QUAD   -  CHERRYFIELD (1978)
 PD0361
 PD0361                         *CURRENT SURVEY CONTROL
 PD0361  ___________________________________________________________________
 PD0361* NAD 83(1986)-  44 30 38.     (N)    067 57 01.     (W)     SCALED    
 PD0361* NAVD 88     -        26.576  (meters)      87.19   (feet)  ADJUSTED  
 PD0361  ___________________________________________________________________
 PD0361  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 PD0361  DYNAMIC HT  -          26.574 (meters)      87.18  (feet)  COMP
 PD0361  MODELED GRAV-     980,568.0   (mgal)                       NAVD 88
 PD0361
 PD0361  VERT ORDER  -  SECOND    CLASS 0
 PD0361
 PD0361.The horizontal coordinates were scaled from a topographic map and have
 PD0361.an estimated accuracy of +/- 6 seconds.
 PD0361
 PD0361.The orthometric height was determined by differential leveling
 PD0361.and adjusted by the National Geodetic Survey in June 1991..
 PD0361.WARNING-Repeat measurements at this control monument indicate possible
 PD0361.vertical movement.
 PD0361
 PD0361.The geoid height was determined by GEOID03.
 PD0361
 PD0361.The dynamic height is computed by dividing the NAVD 88
 PD0361.geopotential number by the normal gravity value computed on the
 PD0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0361.degrees latitude (g = 980.6199 gals.).
 PD0361
 PD0361.The modeled gravity was interpolated from observed gravity values.
 PD0361
 PD0361;                    North         East    Units  Estimated Accuracy
 PD0361;SPC ME E     -    93,910.      343,710.      MT  (+/- 180 meters Scaled)
 PD0361
 PD0361                          SUPERSEDED SURVEY CONTROL
 PD0361
 PD0361  NGVD 29 (??/??/92)   26.772  (m)           87.83   (f) ADJ UNCH    2 0
 PD0361
 PD0361.Superseded values are not recommended for survey control.
 PD0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0361.See file dsdata.txt to determine how the superseded data were derived.
 PD0361
 PD0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK834291(NAD 83)
 PD0361_MARKER: DB = BENCH MARK DISK
 PD0361_SETTING: 80 = SET IN A BOULDER
 PD0361_SP_SET: BOULDER
 PD0361_STAMPING: M 147 1962
 PD0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0361+STABILITY: SURFACE MOTION
 PD0361
 PD0361  HISTORY     - Date     Condition        Report By
 PD0361  HISTORY     - 1962     MONUMENTED       CGS
 PD0361  HISTORY     - 1966     GOOD             NGS
 PD0361
 PD0361                          STATION DESCRIPTION
 PD0361
 PD0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PD0361'0.6 MI E FROM STEUBEN.
 PD0361'0.6 MILE EAST ALONG U.S. HIGHWAY 1 FROM THE NEW BRIDGE OVER
 PD0361'TUNK STREAM IN STEUBEN, SET ON THE TOP OF A 9-BY-6-FOOT EMBEDDED
 PD0361'BOULDER WHICH PROJECTS 1 1/2 FEET ABOVE THE LEVEL OF THE GROUND,
 PD0361'126 FEET NORTH OF AND ACROSS THE OLD U.S. HIGHWAY 1 FROM THE
 PD0361'CENTER LINE OF THE PRESENT U.S. HIGHWAY 1, 108 FEET NORTHWEST OF
 PD0361'POWER LINE POLE NO. BHE H 572, 2 FEET WEST OF THE SOUTHEAST
 PD0361'CORNER OF THE BOULDER AND ABOUT 5 FEET ABOVE THE LEVEL OF THE
 PD0361'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0436 ***********************************************************************
 PD0436  CBN         -  This is a Cooperative Base Network Control Station.
 PD0436  DESIGNATION -  M 148
 PD0436  PID         -  PD0436
 PD0436  STATE/COUNTY-  ME/WASHINGTON
 PD0436  USGS QUAD   -  ADDISON (1975)
 PD0436
 PD0436                         *CURRENT SURVEY CONTROL
 PD0436  ___________________________________________________________________
 PD0436* NAD 83(1996)-  44 33 37.69347(N)    067 37 54.40176(W)     ADJUSTED  
 PD0436* NAVD 88     -        25.412  (meters)      83.37   (feet)  ADJUSTED  
 PD0436  ___________________________________________________________________
 PD0436  X           -   1,732,296.953 (meters)                     COMP
 PD0436  Y           -  -4,209,492.722 (meters)                     COMP
 PD0436  Z           -   4,452,680.145 (meters)                     COMP
 PD0436  LAPLACE CORR-           3.14  (seconds)                    DEFLEC99
 PD0436  ELLIP HEIGHT-           2.37  (meters)          (04/26/01) GPS OBS
 PD0436  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 PD0436  DYNAMIC HT  -          25.412 (meters)      83.37  (feet)  COMP
 PD0436  MODELED GRAV-     980,597.8   (mgal)                       NAVD 88
 PD0436
 PD0436  HORZ ORDER  -  A
 PD0436  VERT ORDER  -  SECOND    CLASS 0
 PD0436  ELLP ORDER  -  FOURTH    CLASS I
 PD0436
 PD0436.The horizontal coordinates were established by GPS observations
 PD0436.and adjusted by the National Geodetic Survey in April 2001..
 PD0436
 PD0436.The orthometric height was determined by differential leveling
 PD0436.and adjusted by the National Geodetic Survey in June 1991..
 PD0436
 PD0436.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PD0436
 PD0436.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0436
 PD0436.The ellipsoidal height was determined by GPS observations
 PD0436.and is referenced to NAD 83.
 PD0436
 PD0436.The geoid height was determined by GEOID03.
 PD0436
 PD0436.The dynamic height is computed by dividing the NAVD 88
 PD0436.geopotential number by the normal gravity value computed on the
 PD0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0436.degrees latitude (g = 980.6199 gals.).
 PD0436
 PD0436.The modeled gravity was interpolated from observed gravity values.
 PD0436
 PD0436;                    North         East     Units Scale Factor Converg.
 PD0436;SPC ME E     -    99,671.271   368,971.033   MT  0.99995848   +0 36 33.2
 PD0436;UTM  19      - 4,935,036.528   608,658.238   MT  0.99974519   +0 57 36.4
 PD0436
 PD0436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0436!SPC ME E     -   0.99999963  x   0.99995848  =   0.99995811
 PD0436!UTM  19      -   0.99999963  x   0.99974519  =   0.99974482
 PD0436
 PD0436                          SUPERSEDED SURVEY CONTROL
 PD0436
 PD0436  NAVD 88 (04/26/01)   25.41   (m)           83.4    (f) LEVELING    3  
 PD0436  NGVD 29 (??/??/92)   25.625  (m)           84.07   (f) ADJ UNCH    2 0
 PD0436
 PD0436.Superseded values are not recommended for survey control.
 PD0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0436.See file dsdata.txt to determine how the superseded data were derived.
 PD0436
 PD0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK0865835037(NAD 83)
 PD0436_MARKER: DB = BENCH MARK DISK
 PD0436_SETTING: 66 = SET IN ROCK OUTCROP
 PD0436_SP_SET: BEDROCK
 PD0436_STAMPING: M 148 1962
 PD0436_MARK LOGO: CGS   
 PD0436_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PD0436_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0436+STABILITY: POSITION/ELEVATION WELL
 PD0436_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PD0436+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2000
 PD0436
 PD0436  HISTORY     - Date     Condition        Report By
 PD0436  HISTORY     - 1962     MONUMENTED       CGS
 PD0436  HISTORY     - 20000718 GOOD             MEDT
 PD0436
 PD0436                          STATION DESCRIPTION
 PD0436
 PD0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PD0436'1 MI SE FROM INDIAN RIVER.
 PD0436'1.0 MILE SOUTHEAST ALONG STATE HIGHWAY 187 FROM THE CONCRETE
 PD0436'BRIDGE OVER INDIAN RIVER AT INDIAN RIVER, ON THE TOP OF A SMALL
 PD0436'HILL, AT ABOUT THE HIGHEST PART OF A LARGE BEDROCK, 99 FEET EAST
 PD0436'OF THE CENTER LINE OF THE HIGHWAY, 132 FEET NORTHEAST OF AND
 PD0436'ACROSS THE HIGHWAY FROM POWER LINE POLE NO. 248-19265, AND ABOUT
 PD0436'6 FEET ABOVE THE LEVEL OF THE HIGHWAY.  NOTE-- THIS MARK IS 1.0
 PD0436'MILE NORTHWEST OF A LARGE PIPE CULVERT UNDER THE HIGHWAY FOR
 PD0436'SNARE CREEK.
 PD0436
 PD0436                          STATION RECOVERY (2000)
 PD0436
 PD0436'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 2000 (TL)
 PD0436'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0430 ***********************************************************************
 PD0430  DESIGNATION -  M 149
 PD0430  PID         -  PD0430
 PD0430  STATE/COUNTY-  ME/WASHINGTON
 PD0430  USGS QUAD   -  ADDISON (1975)
 PD0430
 PD0430                         *CURRENT SURVEY CONTROL
 PD0430  ___________________________________________________________________
 PD0430* NAD 83(1986)-  44 36 20.     (N)    067 39 04.     (W)     SCALED    
 PD0430* NAVD 88     -        37.901  (meters)     124.35   (feet)  ADJUSTED  
 PD0430  ___________________________________________________________________
 PD0430  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 PD0430  DYNAMIC HT  -          37.900 (meters)     124.34  (feet)  COMP
 PD0430  MODELED GRAV-     980,585.1   (mgal)                       NAVD 88
 PD0430
 PD0430  VERT ORDER  -  SECOND    CLASS 0
 PD0430
 PD0430.The horizontal coordinates were scaled from a topographic map and have
 PD0430.an estimated accuracy of +/- 6 seconds.
 PD0430
 PD0430.The orthometric height was determined by differential leveling
 PD0430.and adjusted by the National Geodetic Survey in June 1991..
 PD0430
 PD0430.The geoid height was determined by GEOID03.
 PD0430
 PD0430.The dynamic height is computed by dividing the NAVD 88
 PD0430.geopotential number by the normal gravity value computed on the
 PD0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0430.degrees latitude (g = 980.6199 gals.).
 PD0430
 PD0430.The modeled gravity was interpolated from observed gravity values.
 PD0430
 PD0430;                    North         East    Units  Estimated Accuracy
 PD0430;SPC ME E     -   104,670.      367,380.      MT  (+/- 180 meters Scaled)
 PD0430
 PD0430                          SUPERSEDED SURVEY CONTROL
 PD0430
 PD0430  NGVD 29 (??/??/92)   38.114  (m)          125.05   (f) ADJ UNCH    2 0
 PD0430
 PD0430.Superseded values are not recommended for survey control.
 PD0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0430.See file dsdata.txt to determine how the superseded data were derived.
 PD0430
 PD0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK070400(NAD 83)
 PD0430_MARKER: DB = BENCH MARK DISK
 PD0430_SETTING: 80 = SET IN A BOULDER
 PD0430_SP_SET: BOULDER
 PD0430_STAMPING: M 149 1962
 PD0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0430+STABILITY: SURFACE MOTION
 PD0430
 PD0430  HISTORY     - Date     Condition        Report By
 PD0430  HISTORY     - 1962     MONUMENTED       CGS
 PD0430
 PD0430                          STATION DESCRIPTION
 PD0430
 PD0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PD0430'3 MI N FROM INDIAN RIVER.
 PD0430'1.7 MILES NORTHWEST ALONG STATE HIGHWAY 187 FROM THE CONCRETE
 PD0430'BRIDGE OVER INDIAN RIVER AT INDIAN RIVER, THENCE 1.3 MILES
 PD0430'NORTHEAST ALONG A GRAVEL ROAD, 0.5 MILE WEST OF A WOODEN BRIDGE
 PD0430'OVER INDIAN RIVER, IN A SMALL CLEARED AREA, SET ON THE TOP AND
 PD0430'ABOUT IN THE CENTER OF A 3-BY-3-FOOT BURIED BOULDER WHICH
 PD0430'PROJECTS 6 INCHES ABOVE THE LEVEL OF THE GROUND, 90 YARDS EAST
 PD0430'OF AN ABANDONED HOMESITE, 65 FEET SOUTH OF THE CENTER LINE OF THE
 PD0430'ROAD, 8 FEET SOUTHWEST OF A 4-BY-3-FOOT BOULDER WHICH PROJECTS
 PD0430'2 FEET ABOVE THE LEVEL OF THE GROUND AND HAS A BOLT CEMENTED IN
 PD0430'THE TOP, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0215 ***********************************************************************
 PD0215  DESIGNATION -  M 150
 PD0215  PID         -  PD0215
 PD0215  STATE/COUNTY-  ME/WASHINGTON
 PD0215  USGS QUAD   -  MACHIAS (1977)
 PD0215
 PD0215                         *CURRENT SURVEY CONTROL
 PD0215  ___________________________________________________________________
 PD0215* NAD 83(1986)-  44 37 50.     (N)    067 23 23.     (W)     SCALED    
 PD0215* NAVD 88     -        27.453  (meters)      90.07   (feet)  ADJUSTED  
 PD0215  ___________________________________________________________________
 PD0215  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 PD0215  DYNAMIC HT  -          27.453 (meters)      90.07  (feet)  COMP
 PD0215  MODELED GRAV-     980,595.7   (mgal)                       NAVD 88
 PD0215
 PD0215  VERT ORDER  -  SECOND    CLASS 0
 PD0215
 PD0215.The horizontal coordinates were scaled from a topographic map and have
 PD0215.an estimated accuracy of +/- 6 seconds.
 PD0215
 PD0215.The orthometric height was determined by differential leveling
 PD0215.and adjusted by the National Geodetic Survey in June 1991..
 PD0215
 PD0215.The geoid height was determined by GEOID03.
 PD0215
 PD0215.The dynamic height is computed by dividing the NAVD 88
 PD0215.geopotential number by the normal gravity value computed on the
 PD0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0215.degrees latitude (g = 980.6199 gals.).
 PD0215
 PD0215.The modeled gravity was interpolated from observed gravity values.
 PD0215
 PD0215;                    North         East    Units  Estimated Accuracy
 PD0215;SPC ME E     -   107,690.      388,090.      MT  (+/- 180 meters Scaled)
 PD0215
 PD0215                          SUPERSEDED SURVEY CONTROL
 PD0215
 PD0215  NGVD 29 (??/??/92)   27.661  (m)           90.75   (f) ADJ UNCH    2 0
 PD0215
 PD0215.Superseded values are not recommended for survey control.
 PD0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0215.See file dsdata.txt to determine how the superseded data were derived.
 PD0215
 PD0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK277431(NAD 83)
 PD0215_MARKER: DB = BENCH MARK DISK
 PD0215_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PD0215_SP_SET: CULVERT
 PD0215_STAMPING: M 150 1962
 PD0215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PD0215
 PD0215  HISTORY     - Date     Condition        Report By
 PD0215  HISTORY     - 1962     MONUMENTED       CGS
 PD0215
 PD0215                          STATION DESCRIPTION
 PD0215
 PD0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PD0215'0.8 MI S FROM BUCKS HARBOR.
 PD0215'0.8 MILE SOUTH ALONG STATE HIGHWAY 92 FROM THE BUCKS HARBOR
 PD0215'BAPTIST CHURCH, SET ON THE TOP OF A 6-BY-3-FOOT EXPOSED BEDROCK,
 PD0215'ABOUT 100 YARDS SOUTHWEST OF THE TOP OF A HILL, 234 YARDS NORTHEAST
 PD0215'OF A 3 FOOT PIPE CULVERT UNDER THE HIGHWAY FOR A SMALL STREAM,
 PD0215'28.5 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 26 FEET
 PD0215'SOUTHWEST OF POWER LINE POLE NO. 194, 15 1/2 FEET SOUTH OF THE
 PD0215'SOUTHWEST END OF A SMOOTH 6 FOOT ROCK CUT AND ABOUT LEVEL WITH
 PD0215'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0057 ***********************************************************************
 OB0057  DESIGNATION -  M 151
 OB0057  PID         -  OB0057
 OB0057  STATE/COUNTY-  ME/KNOX
 OB0057  USGS QUAD   -  FRIENDSHIP (1973)
 OB0057
 OB0057                         *CURRENT SURVEY CONTROL
 OB0057  ___________________________________________________________________
 OB0057* NAD 83(1986)-  43 55 40.     (N)    069 15 11.     (W)     SCALED    
 OB0057* NAVD 88     -        19.290  (meters)      63.29   (feet)  ADJUSTED  
 OB0057  ___________________________________________________________________
 OB0057  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 OB0057  DYNAMIC HT  -          19.288 (meters)      63.28  (feet)  COMP
 OB0057  MODELED GRAV-     980,524.0   (mgal)                       NAVD 88
 OB0057
 OB0057  VERT ORDER  -  SECOND    CLASS 0
 OB0057
 OB0057.The horizontal coordinates were scaled from a topographic map and have
 OB0057.an estimated accuracy of +/- 6 seconds.
 OB0057
 OB0057.The orthometric height was determined by differential leveling
 OB0057.and adjusted by the National Geodetic Survey in June 1991..
 OB0057
 OB0057.The geoid height was determined by GEOID03.
 OB0057
 OB0057.The dynamic height is computed by dividing the NAVD 88
 OB0057.geopotential number by the normal gravity value computed on the
 OB0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0057.degrees latitude (g = 980.6199 gals.).
 OB0057
 OB0057.The modeled gravity was interpolated from observed gravity values.
 OB0057
 OB0057;                    North         East    Units  Estimated Accuracy
 OB0057;SPC ME E     -    29,280.      239,530.      MT  (+/- 180 meters Scaled)
 OB0057
 OB0057                          SUPERSEDED SURVEY CONTROL
 OB0057
 OB0057  NGVD 29 (??/??/92)   19.499  (m)           63.97   (f) ADJ UNCH    2 0
 OB0057
 OB0057.Superseded values are not recommended for survey control.
 OB0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0057.See file dsdata.txt to determine how the superseded data were derived.
 OB0057
 OB0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ796638(NAD 83)
 OB0057_MARKER: DB = BENCH MARK DISK
 OB0057_SETTING: 66 = SET IN ROCK OUTCROP
 OB0057_SP_SET: BEDROCK
 OB0057_STAMPING: M 151 1962
 OB0057_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0057+STABILITY: POSITION/ELEVATION WELL
 OB0057
 OB0057  HISTORY     - Date     Condition        Report By
 OB0057  HISTORY     - 1962     MONUMENTED       CGS
 OB0057  HISTORY     - 19950728 GOOD             USPSQD
 OB0057
 OB0057                          STATION DESCRIPTION
 OB0057
 OB0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OB0057'0.2 MI NE FROM PORT CLYDE.
 OB0057'ABOUT 0.2 MILE NORTHEAST ALONG STATE HIGHWAY 131 FROM THE PORT CLYDE
 OB0057'BAPTIST CHURCH AT PORT CLYDE, NEAR THE JUNCTION OF A BLACK TOP ROAD
 OB0057'LEADING SOUTH TO MARSHALL POINT, SET ON THE TOP OF A 9-BY-4-FOOT
 OB0057'EXPOSED BEDROCK, 41 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 OB0057'33 FEET NORTHEAST OF A POWER LINE BRACE POLE, 18 FEET WEST OF THE
 OB0057'EXTENDED CENTER LINE OF THE BLACK TOP ROAD LEADING SOUTH AND ABOUT 1
 OB0057'FOOT BELOW THE LEVEL OF THE HIGHWAY.
 OB0057
 OB0057                          STATION RECOVERY (1995)
 OB0057
 OB0057'RECOVERY NOTE BY US POWER SQUADRON 1995
 OB0057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0867 ***********************************************************************
 PE0867  DESIGNATION -  M 152
 PE0867  PID         -  PE0867
 PE0867  STATE/COUNTY-  ME/LINCOLN
 PE0867  USGS QUAD   -  WALDOBORO WEST (1988)
 PE0867
 PE0867                         *CURRENT SURVEY CONTROL
 PE0867  ___________________________________________________________________
 PE0867* NAD 83(1986)-  44 05 57.     (N)    069 22 44.     (W)     SCALED    
 PE0867* NAVD 88     -         8.523  (meters)      27.96   (feet)  ADJUSTED  
 PE0867  ___________________________________________________________________
 PE0867  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 PE0867  DYNAMIC HT  -           8.522 (meters)      27.96  (feet)  COMP
 PE0867  MODELED GRAV-     980,515.8   (mgal)                       NAVD 88
 PE0867
 PE0867  VERT ORDER  -  SECOND    CLASS 0
 PE0867
 PE0867.The horizontal coordinates were scaled from a topographic map and have
 PE0867.an estimated accuracy of +/- 6 seconds.
 PE0867
 PE0867.The orthometric height was determined by differential leveling
 PE0867.and adjusted by the National Geodetic Survey in June 1991..
 PE0867
 PE0867.The geoid height was determined by GEOID03.
 PE0867
 PE0867.The dynamic height is computed by dividing the NAVD 88
 PE0867.geopotential number by the normal gravity value computed on the
 PE0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0867.degrees latitude (g = 980.6199 gals.).
 PE0867
 PE0867.The modeled gravity was interpolated from observed gravity values.
 PE0867
 PE0867;                    North         East    Units  Estimated Accuracy
 PE0867;SPC ME W     -   140,930.      963,080.      MT  (+/- 180 meters Scaled)
 PE0867
 PE0867                          SUPERSEDED SURVEY CONTROL
 PE0867
 PE0867  NGVD 29 (??/??/92)    8.732  (m)           28.65   (f) ADJ UNCH    2 0
 PE0867
 PE0867.Superseded values are not recommended for survey control.
 PE0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0867.See file dsdata.txt to determine how the superseded data were derived.
 PE0867
 PE0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ696829(NAD 83)
 PE0867_MARKER: DB = BENCH MARK DISK
 PE0867_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE0867_SP_SET: ABUTMENT
 PE0867_STAMPING: M 152 1962
 PE0867_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0867
 PE0867  HISTORY     - Date     Condition        Report By
 PE0867  HISTORY     - 1962     MONUMENTED       CGS
 PE0867  HISTORY     - 1963     GOOD             NGS
 PE0867  HISTORY     - 1990     GOOD             USPSQD
 PE0867  HISTORY     - 20020726 GOOD             USPSQD
 PE0867
 PE0867                          STATION DESCRIPTION
 PE0867
 PE0867'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PE0867'AT WALDOBORO.
 PE0867'AT WALDOBORO, ABOUT 0.15 MILE SOUTHWEST ALONG STATE HIGHWAY
 PE0867'220 FROM THE POST OFFICE BUILDING AT WALDOBORO, THENCE 0.3
 PE0867'MILE NORTHWEST ALONG A BLACK TOP STREET LEADING TO U.S.
 PE0867'HIGHWAY 1, SET ON THE TOP OF THE NORTH END OF THE WEST CONCRETE
 PE0867'ABUTMENT OF A STREET BRIDGE OVER THE MEDOMAK RIVER, 13 FEET
 PE0867'NORTH OF THE CENTER LINE OF THE STREET, AND ABOUT LEVEL WITH
 PE0867'THE STREET.
 PE0867
 PE0867                          STATION RECOVERY (1963)
 PE0867
 PE0867'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 PE0867'RECOVERED IN GOOD CONDITION.
 PE0867
 PE0867                          STATION RECOVERY (1990)
 PE0867
 PE0867'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMW)
 PE0867'RECOVERED IN GOOD CONDITION.
 PE0867
 PE0867                          STATION RECOVERY (2002)
 PE0867
 PE0867'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMW)
 PE0867'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1218 ***********************************************************************
 PE1218  DESIGNATION -  M 153
 PE1218  PID         -  PE1218
 PE1218  STATE/COUNTY-  ME/LINCOLN
 PE1218  USGS QUAD   -  WISCASSET (1979)
 PE1218
 PE1218                         *CURRENT SURVEY CONTROL
 PE1218  ___________________________________________________________________
 PE1218* NAD 83(1986)-  44 01 52.     (N)    069 38 37.     (W)     SCALED    
 PE1218* NAVD 88     -        24.213  (meters)      79.44   (feet)  ADJUSTED  
 PE1218  ___________________________________________________________________
 PE1218  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 PE1218  DYNAMIC HT  -          24.210 (meters)      79.43  (feet)  COMP
 PE1218  MODELED GRAV-     980,520.8   (mgal)                       NAVD 88
 PE1218
 PE1218  VERT ORDER  -  SECOND    CLASS 0
 PE1218
 PE1218.The horizontal coordinates were scaled from a topographic map and have
 PE1218.an estimated accuracy of +/- 6 seconds.
 PE1218
 PE1218.The orthometric height was determined by differential leveling
 PE1218.and adjusted by the National Geodetic Survey in June 1991..
 PE1218
 PE1218.The geoid height was determined by GEOID03.
 PE1218
 PE1218.The dynamic height is computed by dividing the NAVD 88
 PE1218.geopotential number by the normal gravity value computed on the
 PE1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1218.degrees latitude (g = 980.6199 gals.).
 PE1218
 PE1218.The modeled gravity was interpolated from observed gravity values.
 PE1218
 PE1218;                    North         East    Units  Estimated Accuracy
 PE1218;SPC ME W     -   133,200.      941,930.      MT  (+/- 180 meters Scaled)
 PE1218
 PE1218                          SUPERSEDED SURVEY CONTROL
 PE1218
 PE1218  NGVD 29 (??/??/92)   24.424  (m)           80.13   (f) ADJ UNCH    2 0
 PE1218
 PE1218.Superseded values are not recommended for survey control.
 PE1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1218.See file dsdata.txt to determine how the superseded data were derived.
 PE1218
 PE1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ484755(NAD 83)
 PE1218_MARKER: DB = BENCH MARK DISK
 PE1218_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE1218_SP_SET: CULVERT
 PE1218_STAMPING: M 153 1962
 PE1218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE1218
 PE1218  HISTORY     - Date     Condition        Report By
 PE1218  HISTORY     - 1962     MONUMENTED       CGS
 PE1218
 PE1218                          STATION DESCRIPTION
 PE1218
 PE1218'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PE1218'2.3 MI N FROM WISCASSET.
 PE1218'ABOUT 2.3 MILES NORTH ALONG STATE HIGHWAY 218 FROM ITS JUNCTION
 PE1218'WITH U.S. HIGHWAY 1 AND THE POST OFFICE AT WISCASSET, NEAR THE
 PE1218'SUMMIT OF A SHORT HILL, AT A 4 FOOT ROCK CUT, ON THE TOP OF A
 PE1218'LARGE MASS OF EXPOSED BEDROCK, 27 YARDS SOUTH OF AND ACROSS THE
 PE1218'HIGHWAY FROM THE SOUTH CORNER OF A ONE-STORY FRAME HOUSE, 22
 PE1218'YARDS EAST OF THE SOUTHEAST END OF A 24-INCH PIPE CULVERT UNDER
 PE1218'THE HIGHWAY, 37 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 PE1218'34 1/2 FEET SOUTHWEST OF A FENCE LINE AT THE SOUTHWEST SIDE OF AN
 PE1218'OPEN PASTURE, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0127 ***********************************************************************
 OB0127  DESIGNATION -  M 154
 OB0127  PID         -  OB0127
 OB0127  STATE/COUNTY-  ME/LINCOLN
 OB0127  USGS QUAD   -  BOOTHBAY HARBOR (1997)
 OB0127
 OB0127                         *CURRENT SURVEY CONTROL
 OB0127  ___________________________________________________________________
 OB0127* NAD 83(1986)-  43 51 16.     (N)    069 38 07.     (W)     SCALED    
 OB0127* NAVD 88     -         4.613  (meters)      15.13   (feet)  ADJUSTED  
 OB0127  ___________________________________________________________________
 OB0127  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 OB0127  DYNAMIC HT  -           4.612 (meters)      15.13  (feet)  COMP
 OB0127  MODELED GRAV-     980,526.4   (mgal)                       NAVD 88
 OB0127
 OB0127  VERT ORDER  -  SECOND    CLASS 0
 OB0127
 OB0127.The horizontal coordinates were scaled from a topographic map and have
 OB0127.an estimated accuracy of +/- 6 seconds.
 OB0127
 OB0127.The orthometric height was determined by differential leveling
 OB0127.and adjusted by the National Geodetic Survey in June 1991..
 OB0127
 OB0127.The geoid height was determined by GEOID03.
 OB0127
 OB0127.The dynamic height is computed by dividing the NAVD 88
 OB0127.geopotential number by the normal gravity value computed on the
 OB0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0127.degrees latitude (g = 980.6199 gals.).
 OB0127
 OB0127.The modeled gravity was interpolated from observed gravity values.
 OB0127
 OB0127;                    North         East    Units  Estimated Accuracy
 OB0127;SPC ME W     -   113,580.      942,720.      MT  (+/- 180 meters Scaled)
 OB0127
 OB0127                          SUPERSEDED SURVEY CONTROL
 OB0127
 OB0127  NGVD 29 (??/??/92)    4.828  (m)           15.84   (f) ADJ UNCH    2 0
 OB0127
 OB0127.Superseded values are not recommended for survey control.
 OB0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0127.See file dsdata.txt to determine how the superseded data were derived.
 OB0127
 OB0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ489559(NAD 83)
 OB0127_MARKER: DB = BENCH MARK DISK
 OB0127_SETTING: 66 = SET IN ROCK OUTCROP
 OB0127_SP_SET: OUTCROP
 OB0127_STAMPING: M 154 1963
 OB0127_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0127+STABILITY: POSITION/ELEVATION WELL
 OB0127
 OB0127  HISTORY     - Date     Condition        Report By
 OB0127  HISTORY     - 1963     MONUMENTED       CGS
 OB0127  HISTORY     - 1990     GOOD             USPSQD
 OB0127  HISTORY     - 20020917 MARK NOT FOUND   USPSQD
 OB0127  HISTORY     - 20040513 MARK NOT FOUND   USPSQD
 OB0127  HISTORY     - 20050906 GOOD             GEOCAC
 OB0127
 OB0127                          STATION DESCRIPTION
 OB0127
 OB0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OB0127'0.75 MI E FROM WEST BOOTHBAY HARBOR.
 OB0127'ABOUT 0.75 MILE EASTERLY ALONG STATE HIGHWAY 27 FROM THE POST OFFICE
 OB0127'AT WEST BOOTHBAY HARBOR, ON THE TOP OF A 10-BY-6-FOOT OUTCROP WHICH
 OB0127'PROJECTS 4 FEET ABOVE THE LEVEL OF THE GROUND, ALONG THE EAST SIDE OF
 OB0127'MILL COVE, ABOUT 200 YARDS SOUTHEAST OF THE NORTH END OF THE COVE, 23
 OB0127'1/2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 22 1/2 FEET NORTH OF
 OB0127'POWER LINE POLE NO. J 27 1000 L, AND ABOUT 4 FEET ABOVE THE LEVEL OF
 OB0127'THE HIGHWAY.
 OB0127
 OB0127                          STATION RECOVERY (1990)
 OB0127
 OB0127'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMW)
 OB0127'RECOVERED IN GOOD CONDITION.
 OB0127
 OB0127                          STATION RECOVERY (2002)
 OB0127
 OB0127'RECOVERY NOTE BY US POWER SQUADRON 2002 (RHS)
 OB0127'MARK NOT FOUND.
 OB0127
 OB0127                          STATION RECOVERY (2004)
 OB0127
 OB0127'RECOVERY NOTE BY US POWER SQUADRON 2004
 OB0127'SEARCHED LOCATION WITH METAL DETECTOR AND COULD NOT LOCATE THE MARK A
 OB0127'NEW POWER POLE WAS INSTALLED VERY NEAR AND THE BLASTIG MAY HAVE
 OB0127'DESTROYED THE STATION. A LOT OF DIRT AND ROCK WAS SURROUNDING THE
 OB0127'POLE.
 OB0127
 OB0127                          STATION RECOVERY (2005)
 OB0127
 OB0127'RECOVERY NOTE BY GEOCACHING 2005 (TAK)
 OB0127'THIS BENCH MARK DISK WAS FOUND AS DESCRIBED IN THE 1963 REPORT EXCEPT
 OB0127'THAT THE POWER POLE IS MARKED J27 27, AND THE MARK IS IN THE MIDDLE OF
 OB0127'THE OUTCROP, NOT ON THE TOP OF THE OUTCROP.
 OB0127'HANDHELD COORDINATES ARE N 43 51 16.5  W 069 38 7.0
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0025 ***********************************************************************
 OB0025  DESIGNATION -  M 155
 OB0025  PID         -  OB0025
 OB0025  STATE/COUNTY-  ME/LINCOLN
 OB0025  USGS QUAD   -  LOUDS ISLAND (1979)
 OB0025
 OB0025                         *CURRENT SURVEY CONTROL
 OB0025  ___________________________________________________________________
 OB0025* NAD 83(1986)-  43 58 24.     (N)    069 26 47.     (W)     SCALED    
 OB0025* NAVD 88     -        31.184  (meters)     102.31   (feet)  ADJUSTED  
 OB0025  ___________________________________________________________________
 OB0025  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 OB0025  DYNAMIC HT  -          31.181 (meters)     102.30  (feet)  COMP
 OB0025  MODELED GRAV-     980,522.0   (mgal)                       NAVD 88
 OB0025
 OB0025  VERT ORDER  -  SECOND    CLASS 0
 OB0025
 OB0025.The horizontal coordinates were scaled from a topographic map and have
 OB0025.an estimated accuracy of +/- 6 seconds.
 OB0025
 OB0025.The orthometric height was determined by differential leveling
 OB0025.and adjusted by the National Geodetic Survey in June 1991..
 OB0025
 OB0025.The geoid height was determined by GEOID03.
 OB0025
 OB0025.The dynamic height is computed by dividing the NAVD 88
 OB0025.geopotential number by the normal gravity value computed on the
 OB0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0025.degrees latitude (g = 980.6199 gals.).
 OB0025
 OB0025.The modeled gravity was interpolated from observed gravity values.
 OB0025
 OB0025;                    North         East    Units  Estimated Accuracy
 OB0025;SPC ME W     -   126,900.      957,800.      MT  (+/- 180 meters Scaled)
 OB0025
 OB0025                          SUPERSEDED SURVEY CONTROL
 OB0025
 OB0025  NGVD 29 (??/??/92)   31.393  (m)          103.00   (f) ADJ UNCH    2 0
 OB0025
 OB0025.Superseded values are not recommended for survey control.
 OB0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0025.See file dsdata.txt to determine how the superseded data were derived.
 OB0025
 OB0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ641690(NAD 83)
 OB0025_MARKER: DB = BENCH MARK DISK
 OB0025_SETTING: 66 = SET IN ROCK OUTCROP
 OB0025_SP_SET: BEDROCK
 OB0025_STAMPING: M 155 1963
 OB0025_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0025+STABILITY: POSITION/ELEVATION WELL
 OB0025
 OB0025  HISTORY     - Date     Condition        Report By
 OB0025  HISTORY     - 1963     MONUMENTED       CGS
 OB0025  HISTORY     - 19910504 GOOD             USPSQD
 OB0025  HISTORY     - 20020726 MARK NOT FOUND   USPSQD
 OB0025
 OB0025                          STATION DESCRIPTION
 OB0025
 OB0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OB0025'2.15 MI N FROM ROUND POND.
 OB0025'ABOUT 2.15 MILES NORTH ALONG STATE HIGHWAY 32 FROM THE METHODIST
 OB0025'CHURCH AT ROUND POND, SET ON THE TOP AND 4 FEET SOUTHWEST OF THE
 OB0025'HIGHEST PART OF A PARTLY EXPOSED MASS OF BEDROCK, 28 FEET EAST OF THE
 OB0025'CENTER LINE OF THE HIGHWAY, 121 YARDS NORTH OF THE APPROXIMATE CENTER
 OB0025'OF A JUNCTION OF THE HIGHWAY AND A BLACK TOP ROAD LEADING SOUTHEAST,
 OB0025'43 1/2 FEET EAST-NORTHEAST AND ACROSS THE HIGHWAY FROM POWER LINE POLE
 OB0025'NO. 345, 14 1/2 FEET NORTHEAST OF POWER LINE BRACE POLE NO. 45, AND
 OB0025'ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 OB0025
 OB0025                          STATION RECOVERY (1991)
 OB0025
 OB0025'RECOVERY NOTE BY US POWER SQUADRON 1991 (SS)
 OB0025'RECOVERED IN GOOD CONDITION.
 OB0025
 OB0025                          STATION RECOVERY (2002)
 OB0025
 OB0025'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMW)
 OB0025'COULD NOT LOCATE ANY ROCK OUTCROP AS THE AREA IS OVERGROWN AND COVERED
 OB0025'WITH SOIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0179 ***********************************************************************
 OB0179  DESIGNATION -  M 156
 OB0179  PID         -  OB0179
 OB0179  STATE/COUNTY-  ME/SAGADAHOC
 OB0179  USGS QUAD   -  WESTPORT (1970)
 OB0179
 OB0179                         *CURRENT SURVEY CONTROL
 OB0179  ___________________________________________________________________
 OB0179* NAD 83(1986)-  43 54 46.     (N)    069 44 08.     (W)     SCALED    
 OB0179* NAVD 88     -        16.808  (meters)      55.14   (feet)  ADJUSTED  
 OB0179  ___________________________________________________________________
 OB0179  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 OB0179  DYNAMIC HT  -          16.807 (meters)      55.14  (feet)  COMP
 OB0179  MODELED GRAV-     980,524.2   (mgal)                       NAVD 88
 OB0179
 OB0179  VERT ORDER  -  SECOND    CLASS 0
 OB0179
 OB0179.The horizontal coordinates were scaled from a topographic map and have
 OB0179.an estimated accuracy of +/- 6 seconds.
 OB0179
 OB0179.The orthometric height was determined by differential leveling
 OB0179.and adjusted by the National Geodetic Survey in June 1991..
 OB0179
 OB0179.The geoid height was determined by GEOID03.
 OB0179
 OB0179.The dynamic height is computed by dividing the NAVD 88
 OB0179.geopotential number by the normal gravity value computed on the
 OB0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0179.degrees latitude (g = 980.6199 gals.).
 OB0179
 OB0179.The modeled gravity was interpolated from observed gravity values.
 OB0179
 OB0179;                    North         East    Units  Estimated Accuracy
 OB0179;SPC ME W     -   120,010.      934,630.      MT  (+/- 180 meters Scaled)
 OB0179
 OB0179                          SUPERSEDED SURVEY CONTROL
 OB0179
 OB0179  NGVD 29 (??/??/92)   17.018  (m)           55.83   (f) ADJ UNCH    2 0
 OB0179
 OB0179.Superseded values are not recommended for survey control.
 OB0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0179.See file dsdata.txt to determine how the superseded data were derived.
 OB0179
 OB0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ409624(NAD 83)
 OB0179_MARKER: DB = BENCH MARK DISK
 OB0179_SETTING: 66 = SET IN ROCK OUTCROP
 OB0179_SP_SET: BEDROCK
 OB0179_STAMPING: M 156 1963
 OB0179_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0179+STABILITY: POSITION/ELEVATION WELL
 OB0179
 OB0179  HISTORY     - Date     Condition        Report By
 OB0179  HISTORY     - 1963     MONUMENTED       CGS
 OB0179
 OB0179                          STATION DESCRIPTION
 OB0179
 OB0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OB0179'7.95 MI SW FROM WISCASSET.
 OB0179'4.7 MILES SOUTHWEST ALONG U. S. HIGHWAY 1 FROM THE POST OFFICE AT
 OB0179'WISCASSET, THENCE 3.25 MILES SOUTH ALONG A BLACK TOP ROAD, ABOUT 0.95
 OB0179'MILE SOUTH OF A T ROAD JUNCTION AT MURPHY CORNER, SET ON THE TOP AND
 OB0179'NEAR THE HIGHEST PART OF A LARGE MASS OF EXPOSED BEDROCK WHICH
 OB0179'PROJECTS 4 FEET ABOVE THE LEVEL OF THE GROUND, JUST SOUTH OF A LARGE
 OB0179'LILAC BUSH, 27.5 FEET WEST OF THE CENTER LINE OF THE BLACK TOP ROAD,
 OB0179'ABOUT 69 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE RESIDENCE OF
 OB0179'MR. DEWICK.  NOTE-- (UNABLE TO MEASURE DUE TO LARGE LILAC BUSH), 39
 OB0179'FEET SOUTH OF THE CENTER LINE OF DRIVEWAY TO RESIDENCE, AND ABOUT 4
 OB0179'FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0348 ***********************************************************************
 OC0348  DESIGNATION -  M 157
 OC0348  PID         -  OC0348
 OC0348  STATE/COUNTY-  ME/YORK
 OC0348  USGS QUAD   -  SOMERSWORTH (1998)
 OC0348
 OC0348                         *CURRENT SURVEY CONTROL
 OC0348  ___________________________________________________________________
 OC0348* NAD 83(1996)-  43 16 38.60114(N)    070 45 12.00266(W)     ADJUSTED  
 OC0348* NAVD 88     -        63.543  (meters)     208.47   (feet)  ADJUSTED  
 OC0348  ___________________________________________________________________
 OC0348  LAPLACE CORR-           3.44  (seconds)                    DEFLEC99
 OC0348  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 OC0348  DYNAMIC HT  -          63.532 (meters)     208.44  (feet)  COMP
 OC0348  MODELED GRAV-     980,452.3   (mgal)                       NAVD 88
 OC0348
 OC0348  HORZ ORDER  -  SECOND
 OC0348  VERT ORDER  -  FIRST     CLASS I
 OC0348
 OC0348.The horizontal coordinates were established by classical geodetic methods
 OC0348.and adjusted by the National Geodetic Survey in March 1998..
 OC0348
 OC0348.The orthometric height was determined by differential leveling
 OC0348.and adjusted by the National Geodetic Survey in June 1991..
 OC0348
 OC0348.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC0348
 OC0348.The geoid height was determined by GEOID03.
 OC0348
 OC0348.The dynamic height is computed by dividing the NAVD 88
 OC0348.geopotential number by the normal gravity value computed on the
 OC0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0348.degrees latitude (g = 980.6199 gals.).
 OC0348
 OC0348.The modeled gravity was interpolated from observed gravity values.
 OC0348
 OC0348;                    North         East     Units Scale Factor Converg.
 OC0348;SPC ME W     -    49,497.351   852,379.864   MT  0.99999455   -0 24 07.9
 OC0348;UTM  19      - 4,793,111.655   357,731.814   MT  0.99984898   -1 12 07.8
 OC0348
 OC0348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC0348!SPC ME W     -   0.99999421  x   0.99999455  =   0.99998876
 OC0348!UTM  19      -   0.99999421  x   0.99984898  =   0.99984319
 OC0348
 OC0348|---------------------------------------------------------------------|
 OC0348| PID    Reference Object                     Distance      Geod. Az  |
 OC0348|                                                           dddmmss.s |
 OC0348| OC2554 SLIM                                142.290 METERS 04706     |
 OC0348| OC2116 PAUL                                APPROX. 1.3 KM 1454326.8 |
 OC0348|---------------------------------------------------------------------|
 OC0348
 OC0348                          SUPERSEDED SURVEY CONTROL
 OC0348
 OC0348  NAD 83(1992)-  43 16 38.59964(N)    070 45 12.00302(W) AD(       ) 2
 OC0348  NAD 83(1986)-  43 16 38.60425(N)    070 45 12.00961(W) AD(       ) 2
 OC0348  NAD 27      -  43 16 38.29654(N)    070 45 13.80760(W) AD(       ) 2
 OC0348  NGVD 29 (??/??/92)   63.762  (m)          209.19   (f) ADJ UNCH    1 1
 OC0348
 OC0348.Superseded values are not recommended for survey control.
 OC0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0348.See file dsdata.txt to determine how the superseded data were derived.
 OC0348
 OC0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH5773293112(NAD 83)
 OC0348_MARKER: DB = BENCH MARK DISK
 OC0348_SETTING: 66 = SET IN ROCK OUTCROP
 OC0348_SP_SET: FLAT ROCK
 OC0348_STAMPING: M 157 1966
 OC0348_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC0348+STABILITY: POSITION/ELEVATION WELL
 OC0348
 OC0348  HISTORY     - Date     Condition        Report By
 OC0348  HISTORY     - 1966     MONUMENTED       CGS
 OC0348  HISTORY     - 1973     GOOD             NGS
 OC0348  HISTORY     - 1976     GOOD             NGS
 OC0348  HISTORY     - 1978     MARK NOT FOUND   DOD
 OC0348  HISTORY     - 1988     GOOD             USPSQD
 OC0348
 OC0348                          STATION DESCRIPTION
 OC0348
 OC0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OC0348'1.7 MI SW FROM NORTH BERWICK.
 OC0348'ABOUT 1.7 MILES SOUTHWEST ALONG STATE HIGHWAY 4 FROM THE SOUTH
 OC0348'JUNCTION OF STATE HIGHWAY 9 AT NORTH BERWICK, ABOUT 0.1 MILE
 OC0348'NORTHEAST OF THE JUNCTION OF HOOPER SANDS ROAD, ABOUT 80 YARDS
 OC0348'NORTH OF THE JUNCTION OF THE NORTHEAST ONE OF TWO DRIVES SOUTHEAST
 OC0348'TO A LARGE TWO-STORIED FARM HOUSE, IN THE TOP OF A FLAT ROCK
 OC0348'THAT THE EXPOSED PORTION IS ABOUT 2-BY-6-FOOT, 112 FEET WEST
 OC0348'OF AND ACROSS THE HIGHWAY FROM POWER POLE 103-84, 32 FEET
 OC0348'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 3 FEET
 OC0348'BELOW THE LEVEL OF THE HIGHWAY.
 OC0348
 OC0348                          STATION RECOVERY (1973)
 OC0348
 OC0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LAL)
 OC0348'ABOUT 1.7 MILES SOUTHWEST ALONG STATE HIGHWAY 4 FROM THE SOUTH
 OC0348'JUNCTION OF STATE HIGHWAY 9 AT NORTH BERWICK, ABOUT 0.1 MILE
 OC0348'NORTHEAST OF THE JUNCTION OF HOOPER SANDS ROAD, ABOUT 80 YARDS
 OC0348'NORTH OF THE JUNCTION OF THE NORTHEAST ONE OF TWO DRIVES
 OC0348'SOUTHEAST TO A LARGE TWO-STORIED FARM HOUSE, IN THE TOP OF A FLAT
 OC0348'ROCK THAT THE EXPOSED PORTION IS ABOUT 2-BY-6-FOOT, 112 FEET
 OC0348'WEST OF AND ACROSS THE HIGHWAY FROM POWER POLE 103-84, 32 FEET
 OC0348'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 3
 OC0348'FEET BELOW THE LEVEL OF THE HIGHWAY.
 OC0348'
 OC0348'THE MARK IS A USC AND GS BENCH MARK DISK STAMPED M 157 1966.
 OC0348
 OC0348                          STATION RECOVERY (1976)
 OC0348
 OC0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC0348'THE STATION IS LOCATED ABOUT 2 MILES SOUTH-SOUTHWEST OF
 OC0348'NORTH BERWICK, 4 MILES NORTHEAST OF SOUTH BERWICK AND ALONG
 OC0348'HIGHWAY RIGHT-OF-WAY.
 OC0348'
 OC0348'TO REACH THE STATION FROM THE SOUTH JUNCTION OF STATE
 OC0348'HIGHWAYS 4 AND 9 IN NORTH BERWICK, GO SOUTH ON STATE
 OC0348'HIGHWAY 4 FOR 0.45 MILE TO A RAILROAD CROSSING, CONTINUE
 OC0348'SOUTH ON THE HIGHWAY FOR 1.3 MILES TO THE STATION ON
 OC0348'THE RIGHT.
 OC0348'
 OC0348'STATION MARK IS A U.S. COAST AND GEODETIC SURVEY BENCH MARK DISK
 OC0348'STAMPED--M 157 1966--CEMENTED IN A DRILL HOLE IN OUTCROPPING
 OC0348'BEDROCK,.  IT IS 31.8 FEET NORTHWEST OF CENTERLINE
 OC0348'OF STATE HIGHWAY 4, 101.5 FEET NORTH-NORTHWEST
 OC0348'OF A POWER POLE NUMBERED J-85 AND 112.9 FEET
 OC0348'WEST OF A POWER POLE NUMBERED 84.
 OC0348'
 OC0348'NO REFERENCE MARK WERE ESTABLISHED AT THIS TIME.
 OC0348'NO AZIMUTH MARK WAS ESTABLISHED.  HOWEVER, STATION
 OC0348'PAUL AND SLIM MEDOT 1975 CAN BE USED AS AZIMUTH.
 OC0348
 OC0348                          STATION RECOVERY (1978)
 OC0348
 OC0348'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 OC0348'MARK NOT FOUND.
 OC0348
 OC0348                          STATION RECOVERY (1988)
 OC0348
 OC0348'RECOVERY NOTE BY US POWER SQUADRON 1988 (RSR)
 OC0348'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0699 ***********************************************************************
 PE0699  DESIGNATION -  M 158
 PE0699  PID         -  PE0699
 PE0699  STATE/COUNTY-  ME/SOMERSET
 PE0699  USGS QUAD   -  NEWPORT (1982)
 PE0699
 PE0699                         *CURRENT SURVEY CONTROL
 PE0699  ___________________________________________________________________
 PE0699* NAD 83(1986)-  44 46 21.     (N)    069 22 13.     (W)     SCALED    
 PE0699* NAVD 88     -        59.382  (meters)     194.82   (feet)  ADJUSTED  
 PE0699  ___________________________________________________________________
 PE0699  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 PE0699  DYNAMIC HT  -          59.379 (meters)     194.81  (feet)  COMP
 PE0699  MODELED GRAV-     980,571.0   (mgal)                       NAVD 88
 PE0699
 PE0699  VERT ORDER  -  FIRST     CLASS I
 PE0699
 PE0699.This mark is at Pittsfield Airport (2B7)
 PE0699
 PE0699.The horizontal coordinates were scaled from a topographic map and have
 PE0699.an estimated accuracy of +/- 6 seconds.
 PE0699
 PE0699.The orthometric height was determined by differential leveling
 PE0699.and adjusted by the National Geodetic Survey in June 1991..
 PE0699
 PE0699.The geoid height was determined by GEOID03.
 PE0699
 PE0699.The dynamic height is computed by dividing the NAVD 88
 PE0699.geopotential number by the normal gravity value computed on the
 PE0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0699.degrees latitude (g = 980.6199 gals.).
 PE0699
 PE0699.The modeled gravity was interpolated from observed gravity values.
 PE0699
 PE0699;                    North         East    Units  Estimated Accuracy
 PE0699;SPC ME W     -   215,760.      963,040.      MT  (+/- 180 meters Scaled)
 PE0699
 PE0699                          SUPERSEDED SURVEY CONTROL
 PE0699
 PE0699  NGVD 29 (??/??/92)   59.596  (m)          195.52   (f) ADJ UNCH    1 1
 PE0699
 PE0699.Superseded values are not recommended for survey control.
 PE0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0699.See file dsdata.txt to determine how the superseded data were derived.
 PE0699
 PE0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK707577(NAD 83)
 PE0699_MARKER: DB = BENCH MARK DISK
 PE0699_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE0699_SP_SET: CONCRETE BASE
 PE0699_STAMPING: M 158 1966
 PE0699_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE0699_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE0699
 PE0699  HISTORY     - Date     Condition        Report By
 PE0699  HISTORY     - 1966     MONUMENTED       CGS
 PE0699  HISTORY     - 1978     GOOD             DOD
 PE0699  HISTORY     - 1984     GOOD             USPSQD
 PE0699  HISTORY     - 1989     GOOD             USPSQD
 PE0699  HISTORY     - 19951009 GOOD             CHANCE
 PE0699
 PE0699                          STATION DESCRIPTION
 PE0699
 PE0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE0699'AT PITT MUN AP.
 PE0699'AT PITTSFIELD MUNICIPAL AIRPORT, ABOUT 0.4 MILE SOUTHEAST OF
 PE0699'THE ADMINISTRATION BUILDING, NEAR THE INTERSECTION OF THE TWO
 PE0699'RUNWAYS, 105 YDS. SOUTH OF THE SOUTH EDGE OF THE EAST-WEST
 PE0699'RUNWAY, 101 YARDS EAST OF THE EAST EDGE OF THE NORTH-SOUTH
 PE0699'RUNWAY, IN THE TOP OF THE SOUTHEAST CORNER OF THE 2-BY-3-FOOT
 PE0699'CONCRETE BASE OF THE WIND SOCK, AND ABOUT 1/2 FOOT ABOVE THE
 PE0699'LEVEL OF THE GROUND.
 PE0699
 PE0699                          STATION RECOVERY (1978)
 PE0699
 PE0699'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE0699'RECOVERED IN GOOD CONDITION.
 PE0699
 PE0699                          STATION RECOVERY (1984)
 PE0699
 PE0699'RECOVERY NOTE BY US POWER SQUADRON 1984
 PE0699'RECOVERED IN GOOD CONDITION.
 PE0699
 PE0699                          STATION RECOVERY (1989)
 PE0699
 PE0699'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELG)
 PE0699'RECOVERED IN GOOD CONDITION.
 PE0699
 PE0699                          STATION RECOVERY (1995)
 PE0699
 PE0699'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KB)
 PE0699'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0389 ***********************************************************************
 PE0389  DESIGNATION -  M 159
 PE0389  PID         -  PE0389
 PE0389  STATE/COUNTY-  ME/PENOBSCOT
 PE0389  USGS QUAD   -  BANGOR (1991)
 PE0389
 PE0389                         *CURRENT SURVEY CONTROL
 PE0389  ___________________________________________________________________
 PE0389* NAD 83(1996)-  44 46 47.38936(N)    068 45 42.57775(W)     ADJUSTED  
 PE0389* NAVD 88     -        33.259  (meters)     109.12   (feet)  ADJUSTED  
 PE0389  ___________________________________________________________________
 PE0389  X           -   1,642,734.935 (meters)                     COMP
 PE0389  Y           -  -4,226,868.661 (meters)                     COMP
 PE0389  Z           -   4,470,020.064 (meters)                     COMP
 PE0389  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 PE0389  ELLIP HEIGHT-           8.37  (meters)          (12/21/01) GPS OBS
 PE0389  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 PE0389  DYNAMIC HT  -          33.258 (meters)     109.11  (feet)  COMP
 PE0389  MODELED GRAV-     980,581.5   (mgal)                       NAVD 88
 PE0389
 PE0389  HORZ ORDER  -  B
 PE0389  VERT ORDER  -  FIRST     CLASS I
 PE0389  ELLP ORDER  -  SECOND    CLASS I
 PE0389
 PE0389.The horizontal coordinates were established by GPS observations
 PE0389.and adjusted by the National Geodetic Survey in July 1997..
 PE0389.No horizontal observational check was made to the station.
 PE0389
 PE0389.The orthometric height was determined by differential leveling
 PE0389.and adjusted by the National Geodetic Survey in June 1991..
 PE0389
 PE0389.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PE0389
 PE0389.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE0389
 PE0389.The ellipsoidal height was determined by GPS observations
 PE0389.and is referenced to NAD 83.
 PE0389
 PE0389.The geoid height was determined by GEOID03.
 PE0389
 PE0389.The dynamic height is computed by dividing the NAVD 88
 PE0389.geopotential number by the normal gravity value computed on the
 PE0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0389.degrees latitude (g = 980.6199 gals.).
 PE0389
 PE0389.The modeled gravity was interpolated from observed gravity values.
 PE0389
 PE0389;                    North         East     Units Scale Factor Converg.
 PE0389;SPC ME E     -   123,711.950   279,278.920   MT  0.99990528   -0 11 03.9
 PE0389;UTM  19      - 4,958,520.407   518,843.416   MT  0.99960437   +0 10 04.0
 PE0389
 PE0389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE0389!SPC ME E     -   0.99999869  x   0.99990528  =   0.99990397
 PE0389!UTM  19      -   0.99999869  x   0.99960437  =   0.99960306
 PE0389
 PE0389                          SUPERSEDED SURVEY CONTROL
 PE0389
 PE0389  ELLIP H (07/24/97)    8.35   (m)                       GP(       ) 2 1
 PE0389  NAD 83(1992)-  44 46 47.38925(N)    068 45 42.57724(W) AD(1995.00) B
 PE0389  ELLIP H (10/10/95)    8.35   (m)                       GP(1995.00) 1 1
 PE0389  NAD 83(1992)-  44 46 47.38931(N)    068 45 42.57771(W) AD(       ) B
 PE0389  ELLIP H (05/09/95)    8.44   (m)                       GP(       ) 1 1
 PE0389  NAVD 88 (05/09/95)   33.26   (m)          109.1    (f) LEVELING    3  
 PE0389  NGVD 29 (??/??/92)   33.469  (m)          109.81   (f) ADJ UNCH    1 1
 PE0389
 PE0389.Superseded values are not recommended for survey control.
 PE0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0389.See file dsdata.txt to determine how the superseded data were derived.
 PE0389
 PE0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1884358520(NAD 83)
 PE0389_MARKER: DB = BENCH MARK DISK
 PE0389_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE0389_SP_SET: DRILL HOLE IN CATCH BASIN
 PE0389_STAMPING: M 159 1966
 PE0389_MARK LOGO: CGS   
 PE0389_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PE0389_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE0389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE0389+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1994
 PE0389
 PE0389  HISTORY     - Date     Condition        Report By
 PE0389  HISTORY     - 1966     MONUMENTED       CGS
 PE0389  HISTORY     - 1978     GOOD             DMA
 PE0389  HISTORY     - 1988     GOOD             USPSQD
 PE0389  HISTORY     - 19940715 GOOD             NOS
 PE0389
 PE0389                          STATION DESCRIPTION
 PE0389
 PE0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE0389'0.9 MI S FROM BREWER.
 PE0389'0.9 MILE SOUTH ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE0389'CROSSING OF WILSON STREET AT BREWER, ABOUT 0.3 MILE SOUTH OF
 PE0389'MILEPOST P139/C131, 68 FEET NORTHEAST OF THE CENTER OF THE
 PE0389'CROSSING OF PARKWAY STREET, IN THE TOP OF THE WEST WALL OF A
 PE0389'4-FOOT SQUARE CONCRETE CATCH BASIN, (7 FEET DEEP), 57.0 FEET EAST
 PE0389'OF THE EAST RAIL OF THE MAIN TRACK, 20 FEET NORTH OF THE CENTER
 PE0389'LINE OF THE STREET, AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE
 PE0389'MAIN TRACK.
 PE0389
 PE0389                          STATION RECOVERY (1978)
 PE0389
 PE0389'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PE0389'RECOVERED IN GOOD CONDITION.
 PE0389
 PE0389                          STATION RECOVERY (1988)
 PE0389
 PE0389'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE0389'RECOVERED IN GOOD CONDITION.
 PE0389
 PE0389                          STATION RECOVERY (1994)
 PE0389
 PE0389'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JDR)
 PE0389'THE STATION IS LOCATED ABOUT 2.O MI SOUTH-SOUTHWEST OF BREWER, 3.O MI
 PE0389'SOUTH OF BANGOR AND 2.5 MI (4.0 KM) SOUTHEAST OF THE JUNCTION OF
 PE0389'INTERSTATE HIGHWAY 95 AND INTERSTATE HIGHWAY 395 AT THE RAILROAD
 PE0389'CROSSING ON PARKWAY STREET.  OWNERSHIP UNKNOWN. TO REACH THE STATION
 PE0389'OF THE OVERPASS OF INTERSTATE HIGHWAY 395 AND PARKWAY STREET, PROCEED
 PE0389'WESTERLY ALONG PARKWAY STREET FOR 0.15 MI (0.24 KM) TO A RAILROAD
 PE0389'CROSSING AND THE STATION ON THE RIGHT. THE STATION IS LOCATED 57.0 FT
 PE0389'(17.4 M) EAST OF THE EAST RAIL OF THE MAIN TRACK, 20.0 FT (6.1 M)
 PE0389'NORTH OF THE CENTERLINE OF PARKWAY STREET, 5.5 FT (1.7 M) SOUTH OF THE
 PE0389'SOUTH EDGE OF AN ASPHALT WALK WAY SET IN THE WEST EDGE OF A 4X4 FT
 PE0389'CONCRETE CATCH BASIN AND IS ABOUT 1/2 FT ABOVE THE LEVEL OF THE MAIN
 PE0389'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0556 ***********************************************************************
 OC0556  DESIGNATION -  M 16
 OC0556  PID         -  OC0556
 OC0556  STATE/COUNTY-  ME/YORK
 OC0556  USGS QUAD   -  CORNISH (1964)
 OC0556
 OC0556                         *CURRENT SURVEY CONTROL
 OC0556  ___________________________________________________________________
 OC0556* NAD 83(1986)-  43 48 14.     (N)    070 51 00.     (W)     SCALED    
 OC0556* NAVD 88     -       112.557  (meters)     369.28   (feet)  ADJUSTED  
 OC0556  ___________________________________________________________________
 OC0556  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 OC0556  DYNAMIC HT  -         112.538 (meters)     369.22  (feet)  COMP
 OC0556  MODELED GRAV-     980,454.7   (mgal)                       NAVD 88
 OC0556
 OC0556  VERT ORDER  -  FIRST     CLASS II
 OC0556
 OC0556.The horizontal coordinates were scaled from a topographic map and have
 OC0556.an estimated accuracy of +/- 6 seconds.
 OC0556
 OC0556.The orthometric height was determined by differential leveling
 OC0556.and adjusted by the National Geodetic Survey in June 1991..
 OC0556
 OC0556.The geoid height was determined by GEOID03.
 OC0556
 OC0556.The dynamic height is computed by dividing the NAVD 88
 OC0556.geopotential number by the normal gravity value computed on the
 OC0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0556.degrees latitude (g = 980.6199 gals.).
 OC0556
 OC0556.The modeled gravity was interpolated from observed gravity values.
 OC0556
 OC0556;                    North         East    Units  Estimated Accuracy
 OC0556;SPC ME W     -   108,050.      845,010.      MT  (+/- 180 meters Scaled)
 OC0556
 OC0556                          SUPERSEDED SURVEY CONTROL
 OC0556
 OC0556  NGVD 29 (??/??/92)  112.728  (m)          369.84   (f) ADJ UNCH    1 2
 OC0556
 OC0556.Superseded values are not recommended for survey control.
 OC0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0556.See file dsdata.txt to determine how the superseded data were derived.
 OC0556
 OC0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ511517(NAD 83)
 OC0556_MARKER: DB = BENCH MARK DISK
 OC0556_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OC0556_SP_SET: CULVERT
 OC0556_STAMPING: M 16 1933
 OC0556_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC0556
 OC0556  HISTORY     - Date     Condition        Report By
 OC0556  HISTORY     - 1933     MONUMENTED       CGS
 OC0556  HISTORY     - 1955     GOOD             NGS
 OC0556  HISTORY     - 1975     GOOD             NGS
 OC0556  HISTORY     - 20050821 MARK NOT FOUND   GEOCAC
 OC0556  HISTORY     - 20051119 POOR             GEOCAC
 OC0556
 OC0556                          STATION DESCRIPTION
 OC0556
 OC0556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 OC0556'2 MI E FROM KEZAR FALLS.
 OC0556'1.95 MILES EAST ALONG STATE HIGHWAY 25 FROM THE NATIONAL BANK AT
 OC0556'KEZAR FALLS, ABOUT 0.15 MILE EAST OF A CULVERT FOR WEDGEWOOD
 OC0556'BROOK, 183 FEET EAST OF CENTER OF JUNCTION OF A GRAVEL ROAD
 OC0556'LEADING SOUTHWEST AND UPHILL, IN THE TOP AND 1.2 FEET EAST OF
 OC0556'CENTER OF NORTH CONCRETE HEAD WALL OF AN 18-INCH PIPE CULVERT,
 OC0556'16 FEET NORTH OF CENTERLINE OF HIGHWAY, 12 1/2 FEET EAST OF
 OC0556'POWER POLE NO. 66 AND ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY.
 OC0556
 OC0556                          STATION RECOVERY (1975)
 OC0556
 OC0556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 OC0556'RECOVERED IN GOOD CONDITION.
 OC0556
 OC0556                          STATION RECOVERY (2005)
 OC0556
 OC0556'RECOVERY NOTE BY GEOCACHING 2005 (JKS)
 OC0556'MARK NOT FOUND.
 OC0556' 
 OC0556'DUE TO RECENT DITCHING OF THE ROAD, IT IS SUSPECTED THAT THE MARK HAS
 OC0556'BEEN REMOVED. SUBMITTED BY J.K. SNYDER
 OC0556
 OC0556                          STATION RECOVERY (2005)
 OC0556
 OC0556'RECOVERY NOTE BY GEOCACHING 2005 (JKS)
 OC0556'ATTENTION. THERE IS NOW A MARK AT THIS GENERAL LOCATION STAMPED M 16
 OC0556'RESET 1939. IT DOES NOT APPEAR TO BE SEPERATELY LISTED BY NGS AT THIS
 OC0556'TIME.
 OC0556' 
 OC0556'IT IS ABOUT 8 METERS NORTH OF A POLE MARKED NO 33 AND 2 METERS NORTH
 OC0556'OF AN ORANGE SURVEY MARKER WITNESS POST. IT IS ABOUT 11 METERS NORTH
 OC0556'OF THE CENTER LINE OF THE HIGHWAY.
 OC0556' 
 OC0556'IT IS IN THE UPPER PART OF A LARGE BOULDER MEASURING ABOUT 3 FEET WIDE
 OC0556'AND 6 FEET LONG AND IS RECESSED ABOUT ONE INCH DEEP.
 OC0556' 
 OC0556'SUBMITTED BY J.K. SNYDER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0695 ***********************************************************************
 PE0695  DESIGNATION -  M 160
 PE0695  PID         -  PE0695
 PE0695  STATE/COUNTY-  ME/SOMERSET
 PE0695  USGS QUAD   -  PITTSFIELD (1982)
 PE0695
 PE0695                         *CURRENT SURVEY CONTROL
 PE0695  ___________________________________________________________________
 PE0695* NAD 83(1986)-  44 46 23.     (N)    069 23 41.     (W)     SCALED    
 PE0695* NAVD 88     -        53.233  (meters)     174.65   (feet)  ADJUSTED  
 PE0695  ___________________________________________________________________
 PE0695  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 PE0695  DYNAMIC HT  -          53.231 (meters)     174.64  (feet)  COMP
 PE0695  MODELED GRAV-     980,571.0   (mgal)                       NAVD 88
 PE0695
 PE0695  VERT ORDER  -  FIRST     CLASS I
 PE0695
 PE0695.The horizontal coordinates were scaled from a topographic map and have
 PE0695.an estimated accuracy of +/- 6 seconds.
 PE0695
 PE0695.The orthometric height was determined by differential leveling
 PE0695.and adjusted by the National Geodetic Survey in June 1991..
 PE0695
 PE0695.The geoid height was determined by GEOID03.
 PE0695
 PE0695.The dynamic height is computed by dividing the NAVD 88
 PE0695.geopotential number by the normal gravity value computed on the
 PE0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0695.degrees latitude (g = 980.6199 gals.).
 PE0695
 PE0695.The modeled gravity was interpolated from observed gravity values.
 PE0695
 PE0695;                    North         East    Units  Estimated Accuracy
 PE0695;SPC ME W     -   215,800.      961,100.      MT  (+/- 180 meters Scaled)
 PE0695
 PE0695                          SUPERSEDED SURVEY CONTROL
 PE0695
 PE0695  NGVD 29 (??/??/92)   53.447  (m)          175.35   (f) ADJ UNCH    1 1
 PE0695
 PE0695.Superseded values are not recommended for survey control.
 PE0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0695.See file dsdata.txt to determine how the superseded data were derived.
 PE0695
 PE0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK687578(NAD 83)
 PE0695_MARKER: DB = BENCH MARK DISK
 PE0695_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PE0695_SP_SET: 15.5 FEET
 PE0695_STAMPING: M 160 1966
 PE0695_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0695
 PE0695  HISTORY     - Date     Condition        Report By
 PE0695  HISTORY     - 1966     MONUMENTED       CGS
 PE0695  HISTORY     - 1979     MARK NOT FOUND   USGS
 PE0695  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 PE0695
 PE0695                          STATION DESCRIPTION
 PE0695
 PE0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE0695'1 MI SW FROM PITTSFIELD.
 PE0695'1.0 MILE SOUTHWEST ALONG STATE HIGHWAYS 100 AND 11 FROM THE
 PE0695'MAINE CENTRAL RAILROAD STATION AT PITTSFIELD, 190 FEET NORTHEAST
 PE0695'OF THE CENTER OF THE JUNCTION OF A DRIVE LEADING NORTH TO TWO
 PE0695'LARGE HORSE BARNS, 104 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 PE0695'OF THE HITCHING POST DRIVE-IN, 28.5 FEET NORTH OF THE CENTER
 PE0695'LINE OF THE HIGHWAY, 22 FEET WEST OF TELEPHONE POLE 40, 16 FEET
 PE0695'WEST OF THE SOUTHEAST CORNER OF A RAIL FENCE AROUND A SMALL
 PE0695'PASTURE, 1 FOOT SOUTH OF THE FENCE, 1.9 FEET WEST OF A METAL
 PE0695'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND IS
 PE0695'A DISK ON TOP A COPPER COATED STEEL ROD PROJECTING 0.2 FOOT
 PE0695'AND PROTECTED BY A 5-INCH IRON PIPE PROJECTING 0.2 FOOT AND
 PE0695'PROTECTED BY A 5-INCH IRON PIPE PROJECTING 0.6 FOOT.  THE ROD
 PE0695'WAS DRIVEN TO REFUSAL AT A DEPTH OF 15.5 FEET.
 PE0695
 PE0695                          STATION RECOVERY (1979)
 PE0695
 PE0695'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PE0695'MARK NOT FOUND.
 PE0695
 PE0695                          STATION RECOVERY (1984)
 PE0695
 PE0695'RECOVERY NOTE BY US POWER SQUADRON 1984
 PE0695'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0224 ***********************************************************************
 OC0224  DESIGNATION -  M 161
 OC0224  PID         -  OC0224
 OC0224  STATE/COUNTY-  ME/YORK
 OC0224  USGS QUAD   -  BIDDEFORD (1975)
 OC0224
 OC0224                         *CURRENT SURVEY CONTROL
 OC0224  ___________________________________________________________________
 OC0224* NAD 83(1986)-  43 27 07.     (N)    070 29 43.     (W)     SCALED    
 OC0224* NAVD 88     -        40.224  (meters)     131.97   (feet)  ADJUSTED  
 OC0224  ___________________________________________________________________
 OC0224  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 OC0224  DYNAMIC HT  -          40.218 (meters)     131.95  (feet)  COMP
 OC0224  MODELED GRAV-     980,481.2   (mgal)                       NAVD 88
 OC0224
 OC0224  VERT ORDER  -  FIRST     CLASS I
 OC0224
 OC0224.The horizontal coordinates were scaled from a topographic map and have
 OC0224.an estimated accuracy of +/- 6 seconds.
 OC0224
 OC0224.The orthometric height was determined by differential leveling
 OC0224.and adjusted by the National Geodetic Survey in June 1991..
 OC0224
 OC0224.The geoid height was determined by GEOID03.
 OC0224
 OC0224.The dynamic height is computed by dividing the NAVD 88
 OC0224.geopotential number by the normal gravity value computed on the
 OC0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0224.degrees latitude (g = 980.6199 gals.).
 OC0224
 OC0224.The modeled gravity was interpolated from observed gravity values.
 OC0224
 OC0224;                    North         East    Units  Estimated Accuracy
 OC0224;SPC ME W     -    68,780.      873,400.      MT  (+/- 180 meters Scaled)
 OC0224
 OC0224                          SUPERSEDED SURVEY CONTROL
 OC0224
 OC0224  NGVD 29 (??/??/92)   40.447  (m)          132.70   (f) ADJ UNCH    1 1
 OC0224
 OC0224.Superseded values are not recommended for survey control.
 OC0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0224.See file dsdata.txt to determine how the superseded data were derived.
 OC0224
 OC0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ790120(NAD 83)
 OC0224_MARKER: DB = BENCH MARK DISK
 OC0224_SETTING: 66 = SET IN ROCK OUTCROP
 OC0224_SP_SET: BEDROCK
 OC0224_STAMPING: M 161 1966
 OC0224_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC0224+STABILITY: POSITION/ELEVATION WELL
 OC0224
 OC0224  HISTORY     - Date     Condition        Report By
 OC0224  HISTORY     - 1966     MONUMENTED       CGS
 OC0224  HISTORY     - 1978     GOOD             DOD
 OC0224
 OC0224                          STATION DESCRIPTION
 OC0224
 OC0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OC0224'5.6 MI NE FROM KENNEBUNK.
 OC0224'ABOUT 1.25 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE POST
 OC0224'OFFICE AT KENNEBUNK, THENCE ABOUT 0.8 MILE EAST ALONG SINNOTT
 OC0224'ROAD, THENCE ABOUT 3.5 MILES NORTHEAST ALONG BIDDEFORD ROAD,
 OC0224'ABOUT 0.1 MILE SOUTH OF THE JUNCTION OF U.S. HIGHWAY 1, IN THE
 OC0224'TOP OF A BED ROCK THAT THE EXPOSED PORTION IS ABOUT 9-BY-21-FOOT
 OC0224'AND IS FLUSH WITH THE GROUND, 42.0 FEET EAST OF THE NORTHEAST
 OC0224'CORNER OF PORCH OF A TWO-STORIED FRAME HOUSE, 33 FEET WEST OF THE
 OC0224'CENTER LINE OF BIDDEFORD ROAD, 41 FEET NORTH OF THE CENTER LINE
 OC0224'OF THE DRIVE TO HOUSE, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE
 OC0224'ROAD.  ALSO ABOUT 2.25 SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE
 OC0224'INTERSECTION OF STATE HIGHWAY 111 AT BIDDEFORD, THENCE ABOUT 0.1
 OC0224'MILE SOUTH ALONG BIDDEFORD ROAD.
 OC0224
 OC0224                          STATION RECOVERY (1978)
 OC0224
 OC0224'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 OC0224'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0085 ***********************************************************************
 OC0085  DESIGNATION -  M 162
 OC0085  PID         -  OC0085
 OC0085  STATE/COUNTY-  ME/CUMBERLAND
 OC0085  USGS QUAD   -  PROUTS NECK (1978)
 OC0085
 OC0085                         *CURRENT SURVEY CONTROL
 OC0085  ___________________________________________________________________
 OC0085* NAD 83(1986)-  43 35 06.     (N)    070 19 59.     (W)     SCALED    
 OC0085* NAVD 88     -        10.244  (meters)      33.61   (feet)  ADJUSTED  
 OC0085  ___________________________________________________________________
 OC0085  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 OC0085  DYNAMIC HT  -          10.242 (meters)      33.60  (feet)  COMP
 OC0085  MODELED GRAV-     980,499.7   (mgal)                       NAVD 88
 OC0085
 OC0085  VERT ORDER  -  FIRST     CLASS I
 OC0085
 OC0085.The horizontal coordinates were scaled from a topographic map and have
 OC0085.an estimated accuracy of +/- 6 seconds.
 OC0085
 OC0085.The orthometric height was determined by differential leveling
 OC0085.and adjusted by the National Geodetic Survey in June 1991..
 OC0085
 OC0085.The geoid height was determined by GEOID03.
 OC0085
 OC0085.The dynamic height is computed by dividing the NAVD 88
 OC0085.geopotential number by the normal gravity value computed on the
 OC0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0085.degrees latitude (g = 980.6199 gals.).
 OC0085
 OC0085.The modeled gravity was interpolated from observed gravity values.
 OC0085
 OC0085;                    North         East    Units  Estimated Accuracy
 OC0085;SPC ME W     -    83,520.      886,560.      MT  (+/- 180 meters Scaled)
 OC0085
 OC0085                          SUPERSEDED SURVEY CONTROL
 OC0085
 OC0085  NGVD 29 (??/??/92)   10.471  (m)           34.35   (f) ADJ UNCH    1 1
 OC0085
 OC0085.Superseded values are not recommended for survey control.
 OC0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0085.See file dsdata.txt to determine how the superseded data were derived.
 OC0085
 OC0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ923266(NAD 83)
 OC0085_MARKER: DB = BENCH MARK DISK
 OC0085_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OC0085_SP_SET: 17.0 FEET
 OC0085_STAMPING: M 162 1966
 OC0085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC0085
 OC0085  HISTORY     - Date     Condition        Report By
 OC0085  HISTORY     - 1966     MONUMENTED       CGS
 OC0085  HISTORY     - 1978     GOOD             DOD
 OC0085  HISTORY     - 1987     GOOD             USPSQD
 OC0085  HISTORY     - 1988     GOOD             USPSQD
 OC0085
 OC0085                          STATION DESCRIPTION
 OC0085
 OC0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OC0085'0.4 MI S FROM SCARBOROUGH.
 OC0085'ABOUT 0.1 MILE EAST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE
 OC0085'AT SCARBOROUGH, THENCE ABOUT 0.35 MILE SOUTH ALONG STATE HIGHWAY
 OC0085'207, 79 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF A
 OC0085'NORTHEAST-SOUTHWEST GRAVELED ROAD, 82.0 FEET WEST OF THE CENTER
 OC0085'LINE OF STATE HIGHWAY 207, 44 FEET NORTH OF THE CENTER LINE OF
 OC0085'THE GRAVELED ROAD, 2 FEET EAST OF CABLE LINE POLE 1619, 1.5
 OC0085'FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY,
 OC0085'AND IS A DISK ON A COPPER COATED STEEL ROD PROJECTING 0.1 FOOT
 OC0085'AND PROTECTED BY A 6-INCH TILE.  THE ROD WAS DRIVEN TO REFUSAL
 OC0085'AT A DEPTH OF 17.0 FEET.
 OC0085
 OC0085                          STATION RECOVERY (1978)
 OC0085
 OC0085'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 OC0085'RECOVERED IN GOOD CONDITION.
 OC0085
 OC0085                          STATION RECOVERY (1987)
 OC0085
 OC0085'RECOVERY NOTE BY US POWER SQUADRON 1987 (DWH)
 OC0085'RECOVERED IN GOOD CONDITION.
 OC0085
 OC0085                          STATION RECOVERY (1988)
 OC0085
 OC0085'RECOVERY NOTE BY US POWER SQUADRON 1988 (DWH)
 OC0085'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0039 ***********************************************************************
 OC0039  DESIGNATION -  M 163
 OC0039  PID         -  OC0039
 OC0039  STATE/COUNTY-  ME/CUMBERLAND
 OC0039  USGS QUAD   -  YARMOUTH (1975)
 OC0039
 OC0039                         *CURRENT SURVEY CONTROL
 OC0039  ___________________________________________________________________
 OC0039* NAD 83(1986)-  43 47 50.     (N)    070 13 31.     (W)     SCALED    
 OC0039* NAVD 88     -        25.922  (meters)      85.05   (feet)  ADJUSTED  
 OC0039  ___________________________________________________________________
 OC0039  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 OC0039  DYNAMIC HT  -          25.919 (meters)      85.04  (feet)  COMP
 OC0039  MODELED GRAV-     980,501.5   (mgal)                       NAVD 88
 OC0039
 OC0039  VERT ORDER  -  FIRST     CLASS I
 OC0039
 OC0039.The horizontal coordinates were scaled from a topographic map and have
 OC0039.an estimated accuracy of +/- 6 seconds.
 OC0039
 OC0039.The orthometric height was determined by differential leveling
 OC0039.and adjusted by the National Geodetic Survey in June 1991..
 OC0039
 OC0039.The geoid height was determined by GEOID03.
 OC0039
 OC0039.The dynamic height is computed by dividing the NAVD 88
 OC0039.geopotential number by the normal gravity value computed on the
 OC0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0039.degrees latitude (g = 980.6199 gals.).
 OC0039
 OC0039.The modeled gravity was interpolated from observed gravity values.
 OC0039
 OC0039;                    North         East    Units  Estimated Accuracy
 OC0039;SPC ME W     -   107,090.      895,280.      MT  (+/- 180 meters Scaled)
 OC0039
 OC0039                          SUPERSEDED SURVEY CONTROL
 OC0039
 OC0039  NGVD 29 (??/??/92)   26.131  (m)           85.73   (f) ADJ UNCH    1 1
 OC0039
 OC0039.Superseded values are not recommended for survey control.
 OC0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0039.See file dsdata.txt to determine how the superseded data were derived.
 OC0039
 OC0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ014500(NAD 83)
 OC0039_MARKER: DB = BENCH MARK DISK
 OC0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OC0039_STAMPING: M 163 1966
 OC0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC0039+STABILITY: SURFACE MOTION
 OC0039
 OC0039  HISTORY     - Date     Condition        Report By
 OC0039  HISTORY     - 1966     MONUMENTED       CGS
 OC0039  HISTORY     - 1978     GOOD             DOD
 OC0039  HISTORY     - 1986     GOOD             USPSQD
 OC0039
 OC0039                          STATION DESCRIPTION
 OC0039
 OC0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OC0039'1.9 MI NE FROM CUMBERLAND CENTER.
 OC0039'ABOUT 1.9 MILES NORTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM
 OC0039'THE CROSSING OF STATE HIGHWAY 9 AT CUMBERLAND CENTER, NEAR THE
 OC0039'CROSSING OF GREELY ROAD, 7 RAILS NORTHEAST OF MILEPOST P 13-V238,
 OC0039'50 FEET NORTH OF THE CENTER OF THE CROSSING, 27.3 FEET NORTHWEST
 OC0039'OF THE NORTHWEST RAIL, 38 FEET NORTHEAST OF THE CENTER LINE OF
 OC0039'THE ROAD, 6.5 FEET NORTH OF THE NORTH CORNER OF A RAILROAD
 OC0039'BATTERY STAND, 1.5 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT
 OC0039'4 FEET ABOVE THE LEVEL OF THE TRACK AND SET IN THE TOP OF A
 OC0039'CONCRETE POST PROJECTING 0.4 FOOT.  NOTE-- ALSO ABOUT 1.9 MILES
 OC0039'SOUTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM THE CROSSING OF
 OC0039'THE CANADIAN NATIONAL AT YARMOUTH JUNCTION.
 OC0039
 OC0039                          STATION RECOVERY (1978)
 OC0039
 OC0039'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 OC0039'RECOVERED IN GOOD CONDITION.
 OC0039
 OC0039                          STATION RECOVERY (1986)
 OC0039
 OC0039'RECOVERY NOTE BY US POWER SQUADRON 1986 (DWH)
 OC0039'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0080 ***********************************************************************
 PF0080  DESIGNATION -  M 164
 PF0080  PID         -  PF0080
 PF0080  STATE/COUNTY-  ME/ANDROSCOGGIN
 PF0080  USGS QUAD   -  MINOT (1981)
 PF0080
 PF0080                         *CURRENT SURVEY CONTROL
 PF0080  ___________________________________________________________________
 PF0080* NAD 83(1986)-  44 01 22.     (N)    070 16 04.     (W)     SCALED    
 PF0080* NAVD 88     -        63.636  (meters)     208.78   (feet)  ADJUSTED  
 PF0080  ___________________________________________________________________
 PF0080  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 PF0080  DYNAMIC HT  -          63.628 (meters)     208.75  (feet)  COMP
 PF0080  MODELED GRAV-     980,497.7   (mgal)                       NAVD 88
 PF0080  OBS GRAVITY -     980,503.5   (mgal)                       GRAV_OBS
 PF0080
 PF0080  VERT ORDER  -  FIRST     CLASS I
 PF0080
 PF0080.The horizontal coordinates were scaled from a topographic map and have
 PF0080.an estimated accuracy of +/- 6 seconds.
 PF0080
 PF0080.The orthometric height was determined by differential leveling
 PF0080.and adjusted by the National Geodetic Survey in June 1991..
 PF0080
 PF0080.The geoid height was determined by GEOID03.
 PF0080
 PF0080.The dynamic height is computed by dividing the NAVD 88
 PF0080.geopotential number by the normal gravity value computed on the
 PF0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0080.degrees latitude (g = 980.6199 gals.).
 PF0080
 PF0080.The modeled gravity was interpolated from observed gravity values.
 PF0080.The observed gravity was obtained from relative gravimeter ties
 PF0080.to the IGSN71 gravity network.
 PF0080
 PF0080;                    North         East    Units  Estimated Accuracy
 PF0080;SPC ME W     -   132,150.      891,890.      MT  (+/- 180 meters Scaled)
 PF0080
 PF0080                          SUPERSEDED SURVEY CONTROL
 PF0080
 PF0080  NGVD 29 (??/??/92)   63.826  (m)          209.40   (f) ADJ UNCH    1 1
 PF0080
 PF0080.Superseded values are not recommended for survey control.
 PF0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0080.See file dsdata.txt to determine how the superseded data were derived.
 PF0080
 PF0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ983751(NAD 83)
 PF0080_MARKER: DB = BENCH MARK DISK
 PF0080_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PF0080_SP_SET: WATER TANK CONCRETE BASE
 PF0080_STAMPING: M 164 1966
 PF0080_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0080
 PF0080  HISTORY     - Date     Condition        Report By
 PF0080  HISTORY     - 1966     MONUMENTED       CGS
 PF0080  HISTORY     - 1974     GOOD             NGS
 PF0080  HISTORY     - 1978     GOOD             NGS
 PF0080  HISTORY     - 1978     GOOD             DOD
 PF0080
 PF0080                          STATION DESCRIPTION
 PF0080
 PF0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PF0080'AT DANVILLE.
 PF0080'AT DANVILLE, 268 YARDS NORTH ALONG THE CANADIAN NATIONAL RAILWAY
 PF0080'FROM THE CROSSING OF THE MAINE CENTRAL RAILROAD AT DANVILLE JCT.,
 PF0080'100 YARDS NORTH OF THE CROSSING OF OLD DANVILLE ROAD (A BLACK
 PF0080'TOPPED ROAD,) IN THE TOP OF THE NORTHEAST CORNER OF A 3-BY-16-FOOT
 PF0080'CONCRETE BASE WHICH ONCE SUPPORTED A WATER TANK, 39.2 FEET WEST OF
 PF0080'AND ACROSS A SIDETRACK FROM THE WEST RAIL OF THE MAIN TRACK, 8.0
 PF0080'FEET WEST OF THE WEST RAIL OF THE SIDETRACK, 77 FEET NORTHWEST OF
 PF0080'A SWITCH STAND, AND ABOUT 5 FEET ABOVE THE LEVEL OF THE TRACK.
 PF0080
 PF0080                          STATION RECOVERY (1974)
 PF0080
 PF0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 PF0080'RECOVERED IN GOOD CONDITION.
 PF0080
 PF0080                          STATION RECOVERY (1978)
 PF0080
 PF0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PF0080'RECOVERED IN GOOD CONDITION.
 PF0080
 PF0080                          STATION RECOVERY (1978)
 PF0080
 PF0080'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PF0080'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1426 ***********************************************************************
 PE1426  DESIGNATION -  M 165
 PE1426  PID         -  PE1426
 PE1426  STATE/COUNTY-  ME/KENNEBEC
 PE1426  USGS QUAD   -  ROME (1982)
 PE1426
 PE1426                         *CURRENT SURVEY CONTROL
 PE1426  ___________________________________________________________________
 PE1426* NAD 83(1986)-  44 31 15.     (N)    069 45 24.     (W)     SCALED    
 PE1426* NAVD 88     -        83.036  (meters)     272.43   (feet)  ADJUSTED  
 PE1426  ___________________________________________________________________
 PE1426  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 PE1426  DYNAMIC HT  -          83.029 (meters)     272.40  (feet)  COMP
 PE1426  MODELED GRAV-     980,538.7   (mgal)                       NAVD 88
 PE1426  OBS GRAVITY -     980,542.7   (mgal)                       GRAV_OBS
 PE1426
 PE1426  VERT ORDER  -  FIRST     CLASS I
 PE1426
 PE1426.The horizontal coordinates were scaled from a topographic map and have
 PE1426.an estimated accuracy of +/- 6 seconds.
 PE1426
 PE1426.The orthometric height was determined by differential leveling
 PE1426.and adjusted by the National Geodetic Survey in June 1991..
 PE1426
 PE1426.The geoid height was determined by GEOID03.
 PE1426
 PE1426.The dynamic height is computed by dividing the NAVD 88
 PE1426.geopotential number by the normal gravity value computed on the
 PE1426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1426.degrees latitude (g = 980.6199 gals.).
 PE1426
 PE1426.The modeled gravity was interpolated from observed gravity values.
 PE1426.The observed gravity was obtained from relative gravimeter ties
 PE1426.to the IGSN71 gravity network.
 PE1426
 PE1426;                    North         East    Units  Estimated Accuracy
 PE1426;SPC ME W     -   187,570.      932,590.      MT  (+/- 180 meters Scaled)
 PE1426
 PE1426                          SUPERSEDED SURVEY CONTROL
 PE1426
 PE1426  NGVD 29 (??/??/92)   83.227  (m)          273.05   (f) ADJ UNCH    1 1
 PE1426
 PE1426.Superseded values are not recommended for survey control.
 PE1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1426.See file dsdata.txt to determine how the superseded data were derived.
 PE1426
 PE1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK398300(NAD 83)
 PE1426_MARKER: DB = BENCH MARK DISK
 PE1426_SETTING: 66 = SET IN ROCK OUTCROP
 PE1426_SP_SET: ROCK OUTCROP
 PE1426_STAMPING: M 165 1966
 PE1426_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1426+STABILITY: POSITION/ELEVATION WELL
 PE1426
 PE1426  HISTORY     - Date     Condition        Report By
 PE1426  HISTORY     - 1966     MONUMENTED       CGS
 PE1426  HISTORY     - 1978     GOOD             DOD
 PE1426
 PE1426                          STATION DESCRIPTION
 PE1426
 PE1426'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE1426'2.6 MI SW FROM OAKLAND.
 PE1426'ABOUT 2.55 MILES SOUTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM
 PE1426'THE POST OFFICE AT OAKLAND, ABOUT 0.45 MILE SOUTHWEST OF
 PE1426'MILEPOST P 77/V177, ABOUT 0.1 MILE NORTHEAST OF A GRADED ROAD
 PE1426'CROSSING, ABOUT 0.25 MILE NORTHEAST OF A SIDING, ALONG THE
 PE1426'NORTHWEST SIDE OF A LONG OPEN FIELD, IN THE TOP OF A
 PE1426'6-BY-6-FOOT OUTCROP WHICH IS PART OF A LONG CUT, 61 FEET
 PE1426'SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 1 FOOT
 PE1426'SOUTHEAST OF THE NORTHWEST EDGE OF THE ROCK, 34 FEET
 PE1426'SOUTHEAST OF A RIGHT-OF-WAY FENCE, AND ABOUT 12 FEET ABOVE THE
 PE1426'LEVEL OF THE TRACK.
 PE1426
 PE1426                          STATION RECOVERY (1978)
 PE1426
 PE1426'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE1426'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0128 ***********************************************************************
 PF0128  DESIGNATION -  M 166
 PF0128  PID         -  PF0128
 PF0128  STATE/COUNTY-  ME/KENNEBEC
 PF0128  USGS QUAD   -  MONMOUTH (1979)
 PF0128
 PF0128                         *CURRENT SURVEY CONTROL
 PF0128  ___________________________________________________________________
 PF0128* NAD 83(1986)-  44 14 51.     (N)    070 01 37.     (W)     SCALED    
 PF0128* NAVD 88     -        69.752  (meters)     228.84   (feet)  ADJUSTED  
 PF0128  ___________________________________________________________________
 PF0128  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 PF0128  DYNAMIC HT  -          69.745 (meters)     228.82  (feet)  COMP
 PF0128  MODELED GRAV-     980,521.9   (mgal)                       NAVD 88
 PF0128  OBS GRAVITY -     980,524.4   (mgal)                       GRAV_OBS
 PF0128
 PF0128  VERT ORDER  -  FIRST     CLASS I
 PF0128
 PF0128.The horizontal coordinates were scaled from a topographic map and have
 PF0128.an estimated accuracy of +/- 6 seconds.
 PF0128
 PF0128.The orthometric height was determined by differential leveling
 PF0128.and adjusted by the National Geodetic Survey in June 1991..
 PF0128
 PF0128.The geoid height was determined by GEOID03.
 PF0128
 PF0128.The dynamic height is computed by dividing the NAVD 88
 PF0128.geopotential number by the normal gravity value computed on the
 PF0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0128.degrees latitude (g = 980.6199 gals.).
 PF0128
 PF0128.The modeled gravity was interpolated from observed gravity values.
 PF0128.The observed gravity was obtained from relative gravimeter ties
 PF0128.to the IGSN71 gravity network.
 PF0128
 PF0128;                    North         East    Units  Estimated Accuracy
 PF0128;SPC ME W     -   157,120.      911,160.      MT  (+/- 180 meters Scaled)
 PF0128
 PF0128                          SUPERSEDED SURVEY CONTROL
 PF0128
 PF0128  NGVD 29 (??/??/92)   69.940  (m)          229.46   (f) ADJ UNCH    1 1
 PF0128
 PF0128.Superseded values are not recommended for survey control.
 PF0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0128.See file dsdata.txt to determine how the superseded data were derived.
 PF0128
 PF0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ180998(NAD 83)
 PF0128_MARKER: DB = BENCH MARK DISK
 PF0128_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PF0128_SP_SET: ABUTMENT
 PF0128_STAMPING: M 166 1966
 PF0128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0128
 PF0128  HISTORY     - Date     Condition        Report By
 PF0128  HISTORY     - 1966     MONUMENTED       CGS
 PF0128  HISTORY     - 1978     GOOD             DOD
 PF0128
 PF0128                          STATION DESCRIPTION
 PF0128
 PF0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PF0128'0.9 MI NE FROM MONMOUTH.
 PF0128'ABOUT 0.9 MILE NORTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM
 PF0128'THE CROSSING OF STATE HIGHWAY 132 AT MONMOUTH, ABOUT 0.35 MILE
 PF0128'NORTHEAST OF A BLACK TOPPED ROAD CROSSING, 10 RAILS SOUTHWEST
 PF0128'OF MILEPOST P 52/V202, 13.5 FEET NORTHWEST OF THE NORTHWEST RAIL
 PF0128'OF THE MAIN TRACK, ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK
 PF0128'AND SET IN THE TOP OF THE THIRD STEP DOWN FROM THE TOP OF THE
 PF0128'NORTHWEST END OF THE SOUTHWEST STONE ABUTMENT OF A 15-FOOT BRIDGE
 PF0128'OVER A SMALL STREAM.
 PF0128
 PF0128                          STATION RECOVERY (1978)
 PF0128
 PF0128'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PF0128'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0139 ***********************************************************************
 PD0139  DESIGNATION -  M 167
 PD0139  PID         -  PD0139
 PD0139  STATE/COUNTY-  ME/WASHINGTON
 PD0139  USGS QUAD   -  HADLEY LAKE (1987)
 PD0139
 PD0139                         *CURRENT SURVEY CONTROL
 PD0139  ___________________________________________________________________
 PD0139* NAD 83(1986)-  44 45 38.     (N)    067 23 44.     (W)     SCALED    
 PD0139* NAVD 88     -        13.315  (meters)      43.68   (feet)  ADJUSTED  
 PD0139  ___________________________________________________________________
 PD0139  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 PD0139  DYNAMIC HT  -          13.315 (meters)      43.68  (feet)  COMP
 PD0139  MODELED GRAV-     980,595.2   (mgal)                       NAVD 88
 PD0139  OBS GRAVITY -     980,595.8   (mgal)                       GRAV_OBS
 PD0139
 PD0139  VERT ORDER  -  FIRST     CLASS I
 PD0139
 PD0139.The horizontal coordinates were scaled from a topographic map and have
 PD0139.an estimated accuracy of +/- 6 seconds.
 PD0139
 PD0139.The orthometric height was determined by differential leveling
 PD0139.and adjusted by the National Geodetic Survey in June 1991..
 PD0139
 PD0139.The geoid height was determined by GEOID03.
 PD0139
 PD0139.The dynamic height is computed by dividing the NAVD 88
 PD0139.geopotential number by the normal gravity value computed on the
 PD0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0139.degrees latitude (g = 980.6199 gals.).
 PD0139
 PD0139.The modeled gravity was interpolated from observed gravity values.
 PD0139.The observed gravity was obtained from relative gravimeter ties
 PD0139.to the IGSN71 gravity network.
 PD0139
 PD0139;                    North         East    Units  Estimated Accuracy
 PD0139;SPC ME E     -   122,130.      387,440.      MT  (+/- 180 meters Scaled)
 PD0139
 PD0139                          SUPERSEDED SURVEY CONTROL
 PD0139
 PD0139  NGVD 29 (??/??/92)   13.522  (m)           44.36   (f) ADJ UNCH    1 1
 PD0139
 PD0139.Superseded values are not recommended for survey control.
 PD0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0139.See file dsdata.txt to determine how the superseded data were derived.
 PD0139
 PD0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK269576(NAD 83)
 PD0139_MARKER: DB = BENCH MARK DISK
 PD0139_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PD0139_SP_SET: BRIDGE
 PD0139_STAMPING: M 167 1966
 PD0139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PD0139
 PD0139  HISTORY     - Date     Condition        Report By
 PD0139  HISTORY     - 1966     MONUMENTED       CGS
 PD0139  HISTORY     - 1978     GOOD             DMA
 PD0139
 PD0139                          STATION DESCRIPTION
 PD0139
 PD0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PD0139'0.2 MI SE FROM JACKSONVILLE.
 PD0139'0.2 MILE SOUTH ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PD0139'CROSSING OF STATE HIGHWAY 191 AT JACKSONVILLE, 250 FEET NORTHEAST
 PD0139'OF THE ABANDONED RAILROAD STATION, 292.5 FEET EAST OF THE EAST
 PD0139'RAIL OF THE MAIN TRACK, 16 FEET SOUTH OF THE CENTER LINE OF A
 PD0139'STREET, 148.5 FEET EAST OF BENCH MARK 47 (M.I.T.) DESCRIBED,
 PD0139'ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE STREET, AND IN THE TOP OF
 PD0139'THE SOUTH END OF THE WEST CONCRETE ABUTMENT FOR A BRIDGE OVER
 PD0139'THE EAST MACHIAS RIVER.
 PD0139
 PD0139                          STATION RECOVERY (1978)
 PD0139
 PD0139'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PD0139'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0182 ***********************************************************************
 PD0182  DESIGNATION -  M 168
 PD0182  PID         -  PD0182
 PD0182  STATE/COUNTY-  ME/WASHINGTON
 PD0182  USGS QUAD   -  PEMBROKE (1977)
 PD0182
 PD0182                         *CURRENT SURVEY CONTROL
 PD0182  ___________________________________________________________________
 PD0182* NAD 83(1986)-  44 59 06.     (N)    067 14 06.     (W)     SCALED    
 PD0182* NAVD 88     -        29.629  (meters)      97.21   (feet)  ADJUSTED  
 PD0182  ___________________________________________________________________
 PD0182  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 PD0182  DYNAMIC HT  -          29.629 (meters)      97.21  (feet)  COMP
 PD0182  MODELED GRAV-     980,599.3   (mgal)                       NAVD 88
 PD0182  OBS GRAVITY -     980,607.5   (mgal)                       GRAV_OBS
 PD0182
 PD0182  VERT ORDER  -  FIRST     CLASS I
 PD0182
 PD0182.The horizontal coordinates were scaled from a topographic map and have
 PD0182.an estimated accuracy of +/- 6 seconds.
 PD0182
 PD0182.The orthometric height was determined by differential leveling
 PD0182.and adjusted by the National Geodetic Survey in June 1991..
 PD0182
 PD0182.The geoid height was determined by GEOID03.
 PD0182
 PD0182.The dynamic height is computed by dividing the NAVD 88
 PD0182.geopotential number by the normal gravity value computed on the
 PD0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0182.degrees latitude (g = 980.6199 gals.).
 PD0182
 PD0182.The modeled gravity was interpolated from observed gravity values.
 PD0182.The observed gravity was obtained from relative gravimeter ties
 PD0182.to the IGSN71 gravity network.
 PD0182
 PD0182;                    North         East    Units  Estimated Accuracy
 PD0182;SPC ME E     -   147,260.      399,760.      MT  (+/- 180 meters Scaled)
 PD0182
 PD0182                          SUPERSEDED SURVEY CONTROL
 PD0182
 PD0182  NGVD 29 (??/??/92)   29.837  (m)           97.89   (f) ADJ UNCH    1 1
 PD0182
 PD0182.Superseded values are not recommended for survey control.
 PD0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0182.See file dsdata.txt to determine how the superseded data were derived.
 PD0182
 PD0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK391827(NAD 83)
 PD0182_MARKER: DB = BENCH MARK DISK
 PD0182_SETTING: 66 = SET IN ROCK OUTCROP
 PD0182_SP_SET: BEDROCK
 PD0182_STAMPING: M 168 1966
 PD0182_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0182+STABILITY: POSITION/ELEVATION WELL
 PD0182
 PD0182  HISTORY     - Date     Condition        Report By
 PD0182  HISTORY     - 1966     MONUMENTED       CGS
 PD0182  HISTORY     - 1978     GOOD             DMA
 PD0182
 PD0182                          STATION DESCRIPTION
 PD0182
 PD0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PD0182'AT AYERS JCT.
 PD0182'AT AYERS JCT., 774 FEET SOUTHEAST ALONG STATE HIGHWAY 214 FROM
 PD0182'THE CROSSING OF THE MAINE CENTRAL RAILROAD, IN THE TOP OF A
 PD0182'22-BY-26-FOOT FLAT BEDROCK, 64 1/2 FEET NORTHEAST OF THE CENTER
 PD0182'LINE OF THE HIGHWAY, 2 FEET SOUTHWEST OF THE NORTHEAST EXPOSED
 PD0182'PORTION OF THE ROCK, AND ABOUT LEVEL WITH THE HIGHWAY.
 PD0182
 PD0182                          STATION RECOVERY (1978)
 PD0182
 PD0182'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PD0182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0231 ***********************************************************************
 PE0231  DESIGNATION -  M 169
 PE0231  PID         -  PE0231
 PE0231  STATE/COUNTY-  ME/HANCOCK
 PE0231  USGS QUAD   -  WINTER HARBOR (1985)
 PE0231
 PE0231                         *CURRENT SURVEY CONTROL
 PE0231  ___________________________________________________________________
 PE0231* NAD 83(1986)-  44 23 31.     (N)    068 03 09.     (W)     SCALED    
 PE0231* NAVD 88     -        41.126  (meters)     134.93   (feet)  ADJUSTED  
 PE0231  ___________________________________________________________________
 PE0231  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 PE0231  DYNAMIC HT  -          41.124 (meters)     134.92  (feet)  COMP
 PE0231  MODELED GRAV-     980,566.5   (mgal)                       NAVD 88
 PE0231
 PE0231  VERT ORDER  -  SECOND    CLASS 0
 PE0231
 PE0231.The horizontal coordinates were scaled from a topographic map and have
 PE0231.an estimated accuracy of +/- 6 seconds.
 PE0231
 PE0231.The orthometric height was determined by differential leveling
 PE0231.and adjusted by the National Geodetic Survey in June 1991..
 PE0231
 PE0231.The geoid height was determined by GEOID03.
 PE0231
 PE0231.The dynamic height is computed by dividing the NAVD 88
 PE0231.geopotential number by the normal gravity value computed on the
 PE0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0231.degrees latitude (g = 980.6199 gals.).
 PE0231
 PE0231.The modeled gravity was interpolated from observed gravity values.
 PE0231
 PE0231;                    North         East    Units  Estimated Accuracy
 PE0231;SPC ME E     -    80,680.      335,650.      MT  (+/- 180 meters Scaled)
 PE0231
 PE0231                          SUPERSEDED SURVEY CONTROL
 PE0231
 PE0231  NGVD 29 (??/??/92)   41.329  (m)          135.59   (f) ADJ UNCH    2 0
 PE0231
 PE0231.Superseded values are not recommended for survey control.
 PE0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0231.See file dsdata.txt to determine how the superseded data were derived.
 PE0231
 PE0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK754158(NAD 83)
 PE0231_MARKER: DB = BENCH MARK DISK
 PE0231_SETTING: 66 = SET IN ROCK OUTCROP
 PE0231_SP_SET: ROCK LEDGE
 PE0231_STAMPING: M 169 1966
 PE0231_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0231+STABILITY: POSITION/ELEVATION WELL
 PE0231
 PE0231  HISTORY     - Date     Condition        Report By
 PE0231  HISTORY     - 1966     MONUMENTED       CGS
 PE0231  HISTORY     - 1987     GOOD             USPSQD
 PE0231
 PE0231                          STATION DESCRIPTION
 PE0231
 PE0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE0231'1.8 MI E FROM WINTER HARBOR.
 PE0231'0.1 MILE EAST ALONG MAIN STREET FROM THE POST OFFICE AT WINTER
 PE0231'HARBOR, THENCE 1.65 MILES EAST ALONG STATE HIGHWAY 186, SET ON
 PE0231'THE TOP OF A 30-FOOT LONG AND 4 FEET WIDE EXPOSED ROCK LEDGE,
 PE0231'33 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 11 FEET
 PE0231'EAST OF POWER LINE POLE NO. 51, 2 1/2 FEET SOUTH OF THE NORTH
 PE0231'END OF THE LEDGE AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 PE0231'NOTE-- MARK MAY ALSO BE REACHED BY GOING 2.8 MILES SOUTHEAST
 PE0231'ALONG STATE HIGHWAY 186 FROM THE POST OFFICE AT PROSPECT HARBOR.
 PE0231
 PE0231                          STATION RECOVERY (1987)
 PE0231
 PE0231'RECOVERY NOTE BY US POWER SQUADRON 1987 (ELG)
 PE0231'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1289 ***********************************************************************
 PE1289  DESIGNATION -  M 17
 PE1289  PID         -  PE1289
 PE1289  STATE/COUNTY-  ME/LINCOLN
 PE1289  USGS QUAD   -  DAMARISCOTTA (1979)
 PE1289
 PE1289                         *CURRENT SURVEY CONTROL
 PE1289  ___________________________________________________________________
 PE1289* NAD 83(1986)-  44 02 13.     (N)    069 32 22.     (W)     SCALED    
 PE1289* NAVD 88     -        27.489  (meters)      90.19   (feet)  ADJUSTED  
 PE1289  ___________________________________________________________________
 PE1289  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 PE1289  DYNAMIC HT  -          27.486 (meters)      90.18  (feet)  COMP
 PE1289  MODELED GRAV-     980,522.9   (mgal)                       NAVD 88
 PE1289
 PE1289  VERT ORDER  -  SECOND    CLASS 0
 PE1289
 PE1289.The horizontal coordinates were scaled from a topographic map and have
 PE1289.an estimated accuracy of +/- 6 seconds.
 PE1289
 PE1289.The orthometric height was determined by differential leveling
 PE1289.and adjusted by the National Geodetic Survey in June 1991..
 PE1289
 PE1289.The geoid height was determined by GEOID03.
 PE1289
 PE1289.The dynamic height is computed by dividing the NAVD 88
 PE1289.geopotential number by the normal gravity value computed on the
 PE1289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1289.degrees latitude (g = 980.6199 gals.).
 PE1289
 PE1289.The modeled gravity was interpolated from observed gravity values.
 PE1289
 PE1289;                    North         East    Units  Estimated Accuracy
 PE1289;SPC ME W     -   133,910.      950,270.      MT  (+/- 180 meters Scaled)
 PE1289
 PE1289                          SUPERSEDED SURVEY CONTROL
 PE1289
 PE1289  NGVD 29 (??/??/92)   27.697  (m)           90.87   (f) ADJ UNCH    2 0
 PE1289
 PE1289.Superseded values are not recommended for survey control.
 PE1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1289.See file dsdata.txt to determine how the superseded data were derived.
 PE1289
 PE1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ567761(NAD 83)
 PE1289_MARKER: DB = BENCH MARK DISK
 PE1289_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE1289_SP_SET: WATER TANK CON BASE
 PE1289_STAMPING: M 17 1933 90.869
 PE1289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE1289_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE1289+SATELLITE: SATELLITE OBSERVATIONS - January 02, 2006
 PE1289
 PE1289  HISTORY     - Date     Condition        Report By
 PE1289  HISTORY     - 1933     MONUMENTED       CGS
 PE1289  HISTORY     - 1963     GOOD             NGS
 PE1289  HISTORY     - 19910504 GOOD             USPSQD
 PE1289  HISTORY     - 20031124 GOOD             USPSQD
 PE1289  HISTORY     - 20060102 GOOD             USPSQD
 PE1289  HISTORY     - 20060102 GOOD             USPSQD
 PE1289
 PE1289                          STATION DESCRIPTION
 PE1289
 PE1289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 PE1289'AT NEWCASTLE.
 PE1289'AT NEWCASTLE, ALONG THE MAINE CENTRAL RAILROAD, 7 RAILS WEST OF
 PE1289'THE WEST END OF THE STATION, SET ON THE TOP OF THE SOUTH CORNER
 PE1289'OF THE CONCRETE BASE SUPPORTING THE SOUTH STEEL LEG OF AN
 PE1289'ELEVATED WATER TANK, 8.6 FEET NORTH OF THE NORTH RAIL OF MAIN
 PE1289'TRACK, 63 FEET EAST OF THE CENTER LINE OF A BLACK TOP ROAD
 PE1289'CROSSING TRACK AND 1 1/2 FOOT ABOVE THE LEVEL OF THE TRACK.
 PE1289
 PE1289                          STATION RECOVERY (1991)
 PE1289
 PE1289'RECOVERY NOTE BY US POWER SQUADRON 1991 (SS)
 PE1289'RECOVERED IN GOOD CONDITION.
 PE1289
 PE1289                          STATION RECOVERY (2003)
 PE1289
 PE1289'RECOVERY NOTE BY US POWER SQUADRON 2003 (PJB)
 PE1289'IN NEWCASTLE, FROM THE INTERSECTION OF ACADEMY HILL RD. WITH BUSINESS
 PE1289'RT.1 TRAVEL NW ON ACADEMY HILL TO THE RR TRACKS. THE TOWER NO LONGER
 PE1289'EXISTS BUT THE FOOTING REMAINS. THE LOCATING DESCRIPTION IS CORRECT.
 PE1289
 PE1289                          STATION RECOVERY (2006)
 PE1289
 PE1289'RECOVERY NOTE BY US POWER SQUADRON 2006 (JEK)
 PE1289'RAILROAD RAILS HAVE BEEN REPLACED BY CONTINUOUS TRACK. MARK IS 25 FT
 PE1289'SE
 PE1289'OF SIGNAL SWITCH BOX MARKED'ACADAMY HILL RD. 56.22'
 PE1289
 PE1289                          STATION RECOVERY (2006)
 PE1289
 PE1289'RECOVERY NOTE BY US POWER SQUADRON 2006 (AMW)
 PE1289'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0089 ***********************************************************************
 PE0089  DESIGNATION -  M 170
 PE0089  PID         -  PE0089
 PE0089  STATE/COUNTY-  ME/HANCOCK
 PE0089  USGS QUAD   -  SULLIVAN (1982)
 PE0089
 PE0089                         *CURRENT SURVEY CONTROL
 PE0089  ___________________________________________________________________
 PE0089* NAD 83(1986)-  44 31 43.     (N)    068 13 53.     (W)     SCALED    
 PE0089* NAVD 88     -         3.604  (meters)      11.82   (feet)  ADJUSTED  
 PE0089  ___________________________________________________________________
 PE0089  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 PE0089  DYNAMIC HT  -           3.604 (meters)      11.82  (feet)  COMP
 PE0089  MODELED GRAV-     980,571.3   (mgal)                       NAVD 88
 PE0089
 PE0089  VERT ORDER  -  SECOND    CLASS 0
 PE0089
 PE0089.The horizontal coordinates were scaled from a topographic map and have
 PE0089.an estimated accuracy of +/- 6 seconds.
 PE0089
 PE0089.The orthometric height was determined by differential leveling
 PE0089.and adjusted by the National Geodetic Survey in June 1991..
 PE0089
 PE0089.The geoid height was determined by GEOID03.
 PE0089
 PE0089.The dynamic height is computed by dividing the NAVD 88
 PE0089.geopotential number by the normal gravity value computed on the
 PE0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0089.degrees latitude (g = 980.6199 gals.).
 PE0089
 PE0089.The modeled gravity was interpolated from observed gravity values.
 PE0089
 PE0089;                    North         East    Units  Estimated Accuracy
 PE0089;SPC ME E     -    95,800.      321,350.      MT  (+/- 180 meters Scaled)
 PE0089
 PE0089                          SUPERSEDED SURVEY CONTROL
 PE0089
 PE0089  NGVD 29 (??/??/92)    3.807  (m)           12.49   (f) ADJ UNCH    2 0
 PE0089
 PE0089.Superseded values are not recommended for survey control.
 PE0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0089.See file dsdata.txt to determine how the superseded data were derived.
 PE0089
 PE0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK610308(NAD 83)
 PE0089_MARKER: DB = BENCH MARK DISK
 PE0089_SETTING: 66 = SET IN ROCK OUTCROP
 PE0089_SP_SET: BEDROCK
 PE0089_STAMPING: M 170 1966
 PE0089_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0089+STABILITY: POSITION/ELEVATION WELL
 PE0089
 PE0089  HISTORY     - Date     Condition        Report By
 PE0089  HISTORY     - 1966     MONUMENTED       CGS
 PE0089  HISTORY     - 1985     GOOD             USPSQD
 PE0089  HISTORY     - 1985     GOOD             USPSQD
 PE0089
 PE0089                          STATION DESCRIPTION
 PE0089
 PE0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE0089'AT WEST SULLIVAN.
 PE0089'AT WEST SULLIVAN, ABOUT 0.15 MILE SOUTH ALONG A BLACK TOPPED
 PE0089'ROAD FROM THE POST OFFICE, AT THE JUNCTION OF THE WEST LEG OF
 PE0089'A BLACK TOPPED ROAD LEADING TO THE NORTHWEST AND U.S. HIGHWAY
 PE0089'1, ABOUT 70 YARDS NORTH OF THE NORTH CORNER OF THE U.S. HIGHWAY
 PE0089'1 BRIDGE OVER THE TAUNTON RIVER, SET ON THE TOP OF THE EAST
 PE0089'EDGE OF A MASS OF BEDROCK WHICH IS 50 FEET LONG, 35 FEET WIDE
 PE0089'AND FORMS A PART OF THE NORTHEAST BANK OF THE TAUNTON RIVER,
 PE0089'108 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT
 PE0089'12 FEET BELOW THE LEVEL OF THE HIGHWAY.
 PE0089
 PE0089                          STATION RECOVERY (1985)
 PE0089
 PE0089'RECOVERY NOTE BY US POWER SQUADRON 1985
 PE0089'RECOVERED IN GOOD CONDITION.
 PE0089
 PE0089                          STATION RECOVERY (1985)
 PE0089
 PE0089'RECOVERY NOTE BY US POWER SQUADRON 1985
 PE0089'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0731 ***********************************************************************
 PF0731  DESIGNATION -  M 171
 PF0731  PID         -  PF0731
 PF0731  STATE/COUNTY-  ME/ANDROSCOGGIN
 PF0731  USGS QUAD   -  MECHANIC FALLS (1981)
 PF0731
 PF0731                         *CURRENT SURVEY CONTROL
 PF0731  ___________________________________________________________________
 PF0731* NAD 83(1986)-  44 06 50.     (N)    070 24 24.     (W)     SCALED    
 PF0731* NAVD 88     -        88.756  (meters)     291.19   (feet)  ADJUSTED  
 PF0731  ___________________________________________________________________
 PF0731  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 PF0731  DYNAMIC HT  -          88.744 (meters)     291.15  (feet)  COMP
 PF0731  MODELED GRAV-     980,485.7   (mgal)                       NAVD 88
 PF0731
 PF0731  VERT ORDER  -  FIRST     CLASS II
 PF0731
 PF0731.The horizontal coordinates were scaled from a topographic map and have
 PF0731.an estimated accuracy of +/- 6 seconds.
 PF0731
 PF0731.The orthometric height was determined by differential leveling
 PF0731.and adjusted by the National Geodetic Survey in June 1991..
 PF0731
 PF0731.The geoid height was determined by GEOID03.
 PF0731
 PF0731.The dynamic height is computed by dividing the NAVD 88
 PF0731.geopotential number by the normal gravity value computed on the
 PF0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0731.degrees latitude (g = 980.6199 gals.).
 PF0731
 PF0731.The modeled gravity was interpolated from observed gravity values.
 PF0731
 PF0731;                    North         East    Units  Estimated Accuracy
 PF0731;SPC ME W     -   142,300.      880,790.      MT  (+/- 180 meters Scaled)
 PF0731
 PF0731                          SUPERSEDED SURVEY CONTROL
 PF0731
 PF0731.No superseded survey control is available for this station.
 PF0731
 PF0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ874854(NAD 83)
 PF0731_MARKER: DB = BENCH MARK DISK
 PF0731_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PF0731_SP_SET: BRIDGE ABUTMENT
 PF0731_STAMPING: M 171 1978
 PF0731_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0731
 PF0731  HISTORY     - Date     Condition        Report By
 PF0731  HISTORY     - 1978     MONUMENTED       NGS
 PF0731
 PF0731                          STATION DESCRIPTION
 PF0731
 PF0731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PF0731'0.85 MI WEST FROM MECHANIC FALLS.
 PF0731'0.85 MI. WEST ALONG STATE HIGHWAY 121 FROM THE PLEASANT STREET BRIDGE
 PF0731'OVER LITTLE ANDROSCOGGIN RIVER AT MECHANIC FALLS, AT A CONCRETE
 PF0731'OVERPASS OF THE CANADIAN NATIONAL RAILROAD, IN THE TOP AND 13 INCHES
 PF0731'SOUTHWEST OF THE NORTHEAST END OF THE EAST ABUTMENT OF THE BRIDGE,
 PF0731'16.1 FT. SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0766 ***********************************************************************
 PF0766  DESIGNATION -  M 172
 PF0766  PID         -  PF0766
 PF0766  STATE/COUNTY-  ME/OXFORD
 PF0766  USGS QUAD   -  WEST PARIS (1967)
 PF0766
 PF0766                         *CURRENT SURVEY CONTROL
 PF0766  ___________________________________________________________________
 PF0766* NAD 83(1986)-  44 21 18.     (N)    070 37 19.     (W)     SCALED    
 PF0766* NAVD 88     -       270.863  (meters)     888.66   (feet)  ADJUSTED  
 PF0766  ___________________________________________________________________
 PF0766  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 PF0766  DYNAMIC HT  -         270.830 (meters)     888.55  (feet)  COMP
 PF0766  MODELED GRAV-     980,486.8   (mgal)                       NAVD 88
 PF0766
 PF0766  VERT ORDER  -  FIRST     CLASS II
 PF0766
 PF0766.The horizontal coordinates were scaled from a topographic map and have
 PF0766.an estimated accuracy of +/- 6 seconds.
 PF0766
 PF0766.The orthometric height was determined by differential leveling
 PF0766.and adjusted by the National Geodetic Survey in June 1991..
 PF0766
 PF0766.The geoid height was determined by GEOID03.
 PF0766
 PF0766.The dynamic height is computed by dividing the NAVD 88
 PF0766.geopotential number by the normal gravity value computed on the
 PF0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0766.degrees latitude (g = 980.6199 gals.).
 PF0766
 PF0766.The modeled gravity was interpolated from observed gravity values.
 PF0766
 PF0766;                    North         East    Units  Estimated Accuracy
 PF0766;SPC ME W     -   169,160.      863,700.      MT  (+/- 180 meters Scaled)
 PF0766
 PF0766                          SUPERSEDED SURVEY CONTROL
 PF0766
 PF0766.No superseded survey control is available for this station.
 PF0766
 PF0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK707125(NAD 83)
 PF0766_MARKER: DB = BENCH MARK DISK
 PF0766_SETTING: 66 = SET IN ROCK OUTCROP
 PF0766_SP_SET: OUTCROP
 PF0766_STAMPING: M 172 1978
 PF0766_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PF0766+STABILITY: POSITION/ELEVATION WELL
 PF0766
 PF0766  HISTORY     - Date     Condition        Report By
 PF0766  HISTORY     - 1978     MONUMENTED       NGS
 PF0766
 PF0766                          STATION DESCRIPTION
 PF0766
 PF0766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PF0766'2.0 MI SE FROM BRYANT POND.
 PF0766'0.25 MILE SOUTHEAST ALONG RAILROAD STREET FROM THE POST OFFICE AT
 PF0766'BRYANT POND, THENCE 1.75 MI. SOUTHEAST ALONG OLD COUNTY ROAD (BIRCH
 PF0766'STREET), 26.2 FT. SOUTHWEST OF THE CENTER LINE OF THE ROAD, 78.4 FT.
 PF0766'WEST OF AND ACROSS THE ROAD FROM POWER POLE 215-320, 157 FT. SOUTHEAST
 PF0766'OF THE EAST CORNER OF A FRAME HOUSE, IN THE TOP OF A 9 BY 13-FT. ROCK
 PF0766'OUTCROP, 4 FT. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0083 ***********************************************************************
 SF0083  DESIGNATION -  M 173
 SF0083  PID         -  SF0083
 SF0083  STATE/COUNTY-  ME/AROOSTOOK
 SF0083  USGS QUAD   -  FORT KENT SOUTH (1985)
 SF0083
 SF0083                         *CURRENT SURVEY CONTROL
 SF0083  ___________________________________________________________________
 SF0083* NAD 83(1986)-  47 14 06.     (N)    068 35 14.     (W)     SCALED    
 SF0083* NAVD 88     -       201.131  (meters)     659.88   (feet)  ADJUSTED  
 SF0083  ___________________________________________________________________
 SF0083  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 SF0083  DYNAMIC HT  -         201.159 (meters)     659.97  (feet)  COMP
 SF0083  MODELED GRAV-     980,750.1   (mgal)                       NAVD 88
 SF0083
 SF0083  VERT ORDER  -  FIRST     CLASS II
 SF0083
 SF0083.The horizontal coordinates were scaled from a topographic map and have
 SF0083.an estimated accuracy of +/- 6 seconds.
 SF0083
 SF0083.The orthometric height was determined by differential leveling
 SF0083.and adjusted by the National Geodetic Survey in June 1991..
 SF0083
 SF0083.The geoid height was determined by GEOID03.
 SF0083
 SF0083.The dynamic height is computed by dividing the NAVD 88
 SF0083.geopotential number by the normal gravity value computed on the
 SF0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0083.degrees latitude (g = 980.6199 gals.).
 SF0083
 SF0083.The modeled gravity was interpolated from observed gravity values.
 SF0083
 SF0083;                    North         East    Units  Estimated Accuracy
 SF0083;SPC ME E     -   396,550.      293,400.      MT  (+/- 180 meters Scaled)
 SF0083
 SF0083                          SUPERSEDED SURVEY CONTROL
 SF0083
 SF0083.No superseded survey control is available for this station.
 SF0083
 SF0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN312313(NAD 83)
 SF0083_MARKER: DB = BENCH MARK DISK
 SF0083_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SF0083_SP_SET: STAINLESS STEEL ROD
 SF0083_STAMPING: M 173 1978
 SF0083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SF0083
 SF0083  HISTORY     - Date     Condition        Report By
 SF0083  HISTORY     - 1978     MONUMENTED       NGS
 SF0083
 SF0083                          STATION DESCRIPTION
 SF0083
 SF0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 SF0083'1.5 MI SOUTH FROM FORT KENT.
 SF0083'1.5 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE JUNCTION OF U.S.
 SF0083'HIGHWAY 1 AT FT. KENT, 0.05 MILES NORTH OF THE T-JUNCTION OF A DIRT
 SF0083'ROAD LEADING WEST, 37.7 FT. WEST OF THE CENTER LINE OF THE HIGHWAY,
 SF0083'193.0 FT. NORTH OF THE NORTH END OF A 22-INCH METAL PIPE CULVERT
 SF0083'UNDER THE DIRT ROAD, 100.0 FT. SOUTH OF THE CENTER LINE OF A PAVED
 SF0083'DRIVEWAY, 2.9 FT. SOUTH OF POWER POLE 1987/4/65, THE DISK IS 3-INCHES
 SF0083'BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW
 SF0083'PLUG FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1560 ***********************************************************************
 PE1560  DESIGNATION -  M 175
 PE1560  PID         -  PE1560
 PE1560  STATE/COUNTY-  ME/PENOBSCOT
 PE1560  USGS QUAD   -  PUSHAW LAKE (1977)
 PE1560
 PE1560                         *CURRENT SURVEY CONTROL
 PE1560  ___________________________________________________________________
 PE1560* NAD 83(1986)-  44 53 58.     (N)    068 50 29.     (W)     SCALED    
 PE1560* NAVD 88     -        50.024  (meters)     164.12   (feet)  ADJUSTED  
 PE1560  ___________________________________________________________________
 PE1560  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 PE1560  DYNAMIC HT  -          50.023 (meters)     164.12  (feet)  COMP
 PE1560  MODELED GRAV-     980,589.6   (mgal)                       NAVD 88
 PE1560
 PE1560  VERT ORDER  -  FIRST     CLASS II
 PE1560
 PE1560.The horizontal coordinates were scaled from a topographic map and have
 PE1560.an estimated accuracy of +/- 6 seconds.
 PE1560
 PE1560.The orthometric height was determined by differential leveling
 PE1560.and adjusted by the National Geodetic Survey in June 1991..
 PE1560
 PE1560.The geoid height was determined by GEOID03.
 PE1560
 PE1560.The dynamic height is computed by dividing the NAVD 88
 PE1560.geopotential number by the normal gravity value computed on the
 PE1560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1560.degrees latitude (g = 980.6199 gals.).
 PE1560
 PE1560.The modeled gravity was interpolated from observed gravity values.
 PE1560
 PE1560;                    North         East    Units  Estimated Accuracy
 PE1560;SPC ME E     -   137,030.      273,040.      MT  (+/- 180 meters Scaled)
 PE1560
 PE1560                          SUPERSEDED SURVEY CONTROL
 PE1560
 PE1560.No superseded survey control is available for this station.
 PE1560
 PE1560_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK125717(NAD 83)
 PE1560_MARKER: DB = BENCH MARK DISK
 PE1560_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PE1560_SP_SET: STAINLESS STEEL ROD
 PE1560_STAMPING: M 175 1978
 PE1560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE1560
 PE1560  HISTORY     - Date     Condition        Report By
 PE1560  HISTORY     - 1978     MONUMENTED       NGS
 PE1560  HISTORY     - 1980     GOOD             USGS
 PE1560
 PE1560                          STATION DESCRIPTION
 PE1560
 PE1560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PE1560'7.45 MI SOUTH FROM HUDSON.
 PE1560'7.45 MILES SOUTH AAONG STATE HIGHWAY 221 AT ITS JUNCTION WITH
 PE1560'STATE HIGHWAY 43 AT HUDSON, 18 FT. EAST OF THE CENTER LINE OF STATE
 PE1560'HIGHWAY 221, 77 FT. EAST OF THE 2 STORY WOOD FRAME OWNED BY THE
 PE1560'J. KELSHAWS, 4 FT. NORTH OF THE TELEPHONE POLE 99. THE DISK IS
 PE1560'5 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC
 PE1560'SCREW PLUG.
 PE1560
 PE1560                          STATION RECOVERY (1980)
 PE1560
 PE1560'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 PE1560'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1109 ***********************************************************************
 QG1109  DESIGNATION -  M 176
 QG1109  PID         -  QG1109
 QG1109  STATE/COUNTY-  ME/PENOBSCOT
 QG1109  USGS QUAD   -  MILO SOUTH (1983)
 QG1109
 QG1109                         *CURRENT SURVEY CONTROL
 QG1109  ___________________________________________________________________
 QG1109* NAD 83(1986)-  45 07 32.     (N)    068 54 34.     (W)     SCALED    
 QG1109* NAVD 88     -        88.733  (meters)     291.12   (feet)  ADJUSTED  
 QG1109  ___________________________________________________________________
 QG1109  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 QG1109  DYNAMIC HT  -          88.732 (meters)     291.11  (feet)  COMP
 QG1109  MODELED GRAV-     980,603.4   (mgal)                       NAVD 88
 QG1109
 QG1109  VERT ORDER  -  FIRST     CLASS II
 QG1109
 QG1109.The horizontal coordinates were scaled from a topographic map and have
 QG1109.an estimated accuracy of +/- 6 seconds.
 QG1109
 QG1109.The orthometric height was determined by differential leveling
 QG1109.and adjusted by the National Geodetic Survey in June 1991..
 QG1109
 QG1109.The geoid height was determined by GEOID03.
 QG1109
 QG1109.The dynamic height is computed by dividing the NAVD 88
 QG1109.geopotential number by the normal gravity value computed on the
 QG1109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1109.degrees latitude (g = 980.6199 gals.).
 QG1109
 QG1109.The modeled gravity was interpolated from observed gravity values.
 QG1109
 QG1109;                    North         East    Units  Estimated Accuracy
 QG1109;SPC ME E     -   162,180.      267,790.      MT  (+/- 180 meters Scaled)
 QG1109
 QG1109                          SUPERSEDED SURVEY CONTROL
 QG1109
 QG1109.No superseded survey control is available for this station.
 QG1109
 QG1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK071969(NAD 83)
 QG1109_MARKER: DB = BENCH MARK DISK
 QG1109_SETTING: 66 = SET IN ROCK OUTCROP
 QG1109_SP_SET: ROCK OUTCROP
 QG1109_STAMPING: M 176 1978
 QG1109_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG1109+STABILITY: POSITION/ELEVATION WELL
 QG1109
 QG1109  HISTORY     - Date     Condition        Report By
 QG1109  HISTORY     - 1978     MONUMENTED       NGS
 QG1109
 QG1109                          STATION DESCRIPTION
 QG1109
 QG1109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1109'4.3 MI SW FROM LAGRANGE.
 QG1109'4.3 MILES SOUTHWEST ALONG STATE HIGHWAY 155 FROM ITS JUNCTION WITH
 QG1109'STATE HIGHWAY 16, 33 FT. NORTH OF THE CENTER LINE OF THE HIGHWAY
 QG1109'19 FT. EAST OF THE CENTER OF BEAVER BROOK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0979 ***********************************************************************
 QG0979  DESIGNATION -  M 177
 QG0979  PID         -  QG0979
 QG0979  STATE/COUNTY-  ME/PISCATAQUIS
 QG0979  USGS QUAD   -  DOVER FOXCROFT (1983)
 QG0979
 QG0979                         *CURRENT SURVEY CONTROL
 QG0979  ___________________________________________________________________
 QG0979* NAD 83(1986)-  45 11 45.     (N)    069 10 12.     (W)     SCALED    
 QG0979* NAVD 88     -        99.577  (meters)     326.70   (feet)  ADJUSTED  
 QG0979  ___________________________________________________________________
 QG0979  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 QG0979  DYNAMIC HT  -          99.574 (meters)     326.69  (feet)  COMP
 QG0979  MODELED GRAV-     980,591.3   (mgal)                       NAVD 88
 QG0979
 QG0979  VERT ORDER  -  FIRST     CLASS II
 QG0979
 QG0979.The horizontal coordinates were scaled from a topographic map and have
 QG0979.an estimated accuracy of +/- 6 seconds.
 QG0979
 QG0979.The orthometric height was determined by differential leveling
 QG0979.and adjusted by the National Geodetic Survey in June 1991..
 QG0979
 QG0979.The geoid height was determined by GEOID03.
 QG0979
 QG0979.The dynamic height is computed by dividing the NAVD 88
 QG0979.geopotential number by the normal gravity value computed on the
 QG0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0979.degrees latitude (g = 980.6199 gals.).
 QG0979
 QG0979.The modeled gravity was interpolated from observed gravity values.
 QG0979
 QG0979;                    North         East    Units  Estimated Accuracy
 QG0979;SPC ME E     -   170,120.      247,360.      MT  (+/- 180 meters Scaled)
 QG0979
 QG0979                          SUPERSEDED SURVEY CONTROL
 QG0979
 QG0979.No superseded survey control is available for this station.
 QG0979
 QG0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL866047(NAD 83)
 QG0979_MARKER: DB = BENCH MARK DISK
 QG0979_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QG0979_SP_SET: STAINLESS STEEL ROD
 QG0979_STAMPING: M 177 1978
 QG0979_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG0979
 QG0979  HISTORY     - Date     Condition        Report By
 QG0979  HISTORY     - 1978     MONUMENTED       NGS
 QG0979
 QG0979                          STATION DESCRIPTION
 QG0979
 QG0979'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG0979'4.6 MI NW FROM DOVER FOXCROFT.
 QG0979'3.5 MILES NORTHEAST ALONG STATE HIGHWAY 6 FROM ITS JUNCTION WITH
 QG0979'STATE HIGHWAY 15 THENCE 1.1 MILES SOUTH ALONG A DIRT ROAD, 49.0 FT.
 QG0979'WEST OF THE CENTER OF THE ROAD, 86.5 FT. SOUTH OF THE SOUTHEAST
 QG0979'CORNER OF A TWO STORY WOOD FRAME HOUSE OWNED BY J.R. AUSTIN, 3.5 FT.
 QG0979'SOUTH OF POWER POLE 105 22 10 WITH TWO GUY WIRED AND ONE TRANSFORMER,
 QG0979'ALSO 0.45 MILE NORTH ALONG A PAVED ROAD FROM THE BRIDGE OVER THE
 QG0979'PISCATAQUIS RIVER AT EAST DOVER THENCE 0.25 MILE NORTH ALONG A GRAVEL
 QG0979'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1011 ***********************************************************************
 QG1011  DESIGNATION -  M 178
 QG1011  PID         -  QG1011
 QG1011  STATE/COUNTY-  ME/PISCATAQUIS
 QG1011  USGS QUAD   -  GUILFORD (1984)
 QG1011
 QG1011                         *CURRENT SURVEY CONTROL
 QG1011  ___________________________________________________________________
 QG1011* NAD 83(1986)-  45 13 28.     (N)    069 28 48.     (W)     SCALED    
 QG1011* NAVD 88     -       205.360  (meters)     673.75   (feet)  ADJUSTED  
 QG1011  ___________________________________________________________________
 QG1011  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 QG1011  DYNAMIC HT  -         205.353 (meters)     673.73  (feet)  COMP
 QG1011  MODELED GRAV-     980,577.7   (mgal)                       NAVD 88
 QG1011
 QG1011  VERT ORDER  -  FIRST     CLASS II
 QG1011
 QG1011.The horizontal coordinates were scaled from a topographic map and have
 QG1011.an estimated accuracy of +/- 6 seconds.
 QG1011
 QG1011.The orthometric height was determined by differential leveling
 QG1011.and adjusted by the National Geodetic Survey in June 1991..
 QG1011
 QG1011.The geoid height was determined by GEOID03.
 QG1011
 QG1011.The dynamic height is computed by dividing the NAVD 88
 QG1011.geopotential number by the normal gravity value computed on the
 QG1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1011.degrees latitude (g = 980.6199 gals.).
 QG1011
 QG1011.The modeled gravity was interpolated from observed gravity values.
 QG1011
 QG1011;                    North         East    Units  Estimated Accuracy
 QG1011;SPC ME E     -   173,550.      223,040.      MT  (+/- 180 meters Scaled)
 QG1011
 QG1011                          SUPERSEDED SURVEY CONTROL
 QG1011
 QG1011.No superseded survey control is available for this station.
 QG1011
 QG1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL623079(NAD 83)
 QG1011_MARKER: DB = BENCH MARK DISK
 QG1011_SETTING: 66 = SET IN ROCK OUTCROP
 QG1011_SP_SET: ROCK OUTCROP
 QG1011_STAMPING: M 178 1978
 QG1011_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG1011+STABILITY: POSITION/ELEVATION WELL
 QG1011
 QG1011  HISTORY     - Date     Condition        Report By
 QG1011  HISTORY     - 1978     MONUMENTED       NGS
 QG1011
 QG1011                          STATION DESCRIPTION
 QG1011
 QG1011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1011'4.45 MI SOUTH FROM MONSON.
 QG1011'4.45 MILES SOUTH ALONG STATE HIGHWAY 6 FROM THE MONSON POST OFFICE,
 QG1011'34.4 FT NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 321.7 FT NORTH
 QG1011'OF A 2 STORY WOOD FRAME HOUSE , 77 FT NORTHEAST OF A POWER POLE
 QG1011', ALSO 3.05 MILES NORTH ALONG STATE HIGHWAY 6 FROM ITS JUNCTION
 QG1011'WITH STATE HIGHWAY 16 IN ABBOT VILLAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1037 ***********************************************************************
 QG1037  DESIGNATION -  M 179
 QG1037  PID         -  QG1037
 QG1037  STATE/COUNTY-  ME/PISCATAQUIS
 QG1037  USGS QUAD   -  GREENVILLE (1989)
 QG1037
 QG1037                         *CURRENT SURVEY CONTROL
 QG1037  ___________________________________________________________________
 QG1037* NAD 83(1986)-  45 24 55.     (N)    069 35 44.     (W)     SCALED    
 QG1037* NAVD 88     -       396.293  (meters)    1300.17   (feet)  ADJUSTED  
 QG1037  ___________________________________________________________________
 QG1037  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 QG1037  DYNAMIC HT  -         396.272 (meters)    1300.10  (feet)  COMP
 QG1037  MODELED GRAV-     980,552.8   (mgal)                       NAVD 88
 QG1037
 QG1037  VERT ORDER  -  FIRST     CLASS II
 QG1037
 QG1037.The horizontal coordinates were scaled from a topographic map and have
 QG1037.an estimated accuracy of +/- 6 seconds.
 QG1037
 QG1037.The orthometric height was determined by differential leveling
 QG1037.and adjusted by the National Geodetic Survey in June 1991..
 QG1037
 QG1037.The geoid height was determined by GEOID03.
 QG1037
 QG1037.The dynamic height is computed by dividing the NAVD 88
 QG1037.geopotential number by the normal gravity value computed on the
 QG1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1037.degrees latitude (g = 980.6199 gals.).
 QG1037
 QG1037.The modeled gravity was interpolated from observed gravity values.
 QG1037
 QG1037;                    North         East    Units  Estimated Accuracy
 QG1037;SPC ME E     -   194,880.      214,250.      MT  (+/- 180 meters Scaled)
 QG1037
 QG1037                          SUPERSEDED SURVEY CONTROL
 QG1037
 QG1037.No superseded survey control is available for this station.
 QG1037
 QG1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL534292(NAD 83)
 QG1037_MARKER: DB = BENCH MARK DISK
 QG1037_SETTING: 66 = SET IN ROCK OUTCROP
 QG1037_SP_SET: ROCK OUTCROP
 QG1037_STAMPING: M 179 1978
 QG1037_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG1037+STABILITY: POSITION/ELEVATION WELL
 QG1037
 QG1037  HISTORY     - Date     Condition        Report By
 QG1037  HISTORY     - 1978     MONUMENTED       NGS
 QG1037
 QG1037                          STATION DESCRIPTION
 QG1037
 QG1037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1037'3.0 MI SOUTH FROM GREENVILLE.
 QG1037'3.0 MILES SOUTH ALONG STATE HIGHWAY 6 FROM THE GREENVILLE TOWN
 QG1037'HALL, 56.9 FT EAST OF THE CENTER LINE OF THE HIGHWAY, 0.2 MILE
 QG1037'NORTH OF A CURVE IN THE ROAD, 0.15 MILE NORTH OF A PAVED ROAD
 QG1037'LEADING NORTHWEST, 200 FT NORTH OF A GRAVEL ROAD LEADING EAST,
 QG1037'20.6 FT SOUTHEAST OF THE EAST END OF A METAL CULVERT UNDER THE
 QG1037'HIGHWAY, SET IN TOP OF THE NORTH END OF A 100 FT LONG OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0899 ***********************************************************************
 PE0899  DESIGNATION -  M 18
 PE0899  PID         -  PE0899
 PE0899  STATE/COUNTY-  ME/WALDO
 PE0899  USGS QUAD   -  LINCOLNVILLE (1973)
 PE0899
 PE0899                         *CURRENT SURVEY CONTROL
 PE0899  ___________________________________________________________________
 PE0899* NAD 83(1986)-  44 17 00.     (N)    069 00 30.     (W)     SCALED    
 PE0899* NAVD 88     -         2.630  (meters)       8.63   (feet)  ADJUSTED  
 PE0899  ___________________________________________________________________
 PE0899  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 PE0899  DYNAMIC HT  -           2.630 (meters)       8.63  (feet)  COMP
 PE0899  MODELED GRAV-     980,544.5   (mgal)                       NAVD 88
 PE0899
 PE0899  VERT ORDER  -  SECOND    CLASS 0
 PE0899
 PE0899.The horizontal coordinates were scaled from a topographic map and have
 PE0899.an estimated accuracy of +/- 6 seconds.
 PE0899
 PE0899.The orthometric height was determined by differential leveling
 PE0899.and adjusted by the National Geodetic Survey in June 1991..
 PE0899
 PE0899.The geoid height was determined by GEOID03.
 PE0899
 PE0899.The dynamic height is computed by dividing the NAVD 88
 PE0899.geopotential number by the normal gravity value computed on the
 PE0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0899.degrees latitude (g = 980.6199 gals.).
 PE0899
 PE0899.The modeled gravity was interpolated from observed gravity values.
 PE0899
 PE0899;                    North         East    Units  Estimated Accuracy
 PE0899;SPC ME E     -    68,640.      259,430.      MT  (+/- 180 meters Scaled)
 PE0899
 PE0899                          SUPERSEDED SURVEY CONTROL
 PE0899
 PE0899  NGVD 29 (??/??/92)    2.851  (m)            9.35   (f) ADJ UNCH    2 0
 PE0899
 PE0899.Superseded values are not recommended for survey control.
 PE0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0899.See file dsdata.txt to determine how the superseded data were derived.
 PE0899
 PE0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK993033(NAD 83)
 PE0899_MARKER: DB = BENCH MARK DISK
 PE0899_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE0899_SP_SET: BRIDGE
 PE0899_STAMPING: 9.354 M 18 1933
 PE0899_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0899
 PE0899  HISTORY     - Date     Condition        Report By
 PE0899  HISTORY     - 1933     MONUMENTED       CGS
 PE0899  HISTORY     - 1935     GOOD             NGS
 PE0899  HISTORY     - 1977     GOOD             MEDT
 PE0899
 PE0899                          STATION DESCRIPTION
 PE0899
 PE0899'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PE0899'AT LINCOLNVILLE.
 PE0899'AT LINCOLNVILLE, WALDO COUNTY, ON U.S. HIGHWAY 1, 300 FEET
 PE0899'NORTHEAST OF THE POST OFFICE, AT A BRIDGE OVER FROHOCK CREEK,
 PE0899'IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST BALUSTRADE
 PE0899'BASE, 15 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 6
 PE0899'INCHES ABOVE THE SURFACE OF THE BRIDGE.  A STANDARD DISK,
 PE0899'STAMPED 9.354 M 18 1933.
 PE0899
 PE0899                          STATION RECOVERY (1977)
 PE0899
 PE0899'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1977
 PE0899'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1070 ***********************************************************************
 QG1070  DESIGNATION -  M 180
 QG1070  PID         -  QG1070
 QG1070  STATE/COUNTY-  ME/SOMERSET
 QG1070  USGS QUAD   -  MOUNT KINEO (1989)
 QG1070
 QG1070                         *CURRENT SURVEY CONTROL
 QG1070  ___________________________________________________________________
 QG1070* NAD 83(1986)-  45 37 56.     (N)    069 44 14.     (W)     SCALED    
 QG1070* NAVD 88     -       355.189  (meters)    1165.32   (feet)  ADJUSTED  
 QG1070  ___________________________________________________________________
 QG1070  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 QG1070  DYNAMIC HT  -         355.181 (meters)    1165.29  (feet)  COMP
 QG1070  MODELED GRAV-     980,583.4   (mgal)                       NAVD 88
 QG1070
 QG1070  VERT ORDER  -  FIRST     CLASS II
 QG1070
 QG1070.The horizontal coordinates were scaled from a topographic map and have
 QG1070.an estimated accuracy of +/- 6 seconds.
 QG1070
 QG1070.The orthometric height was determined by differential leveling
 QG1070.and adjusted by the National Geodetic Survey in June 1991..
 QG1070
 QG1070.The geoid height was determined by GEOID03.
 QG1070
 QG1070.The dynamic height is computed by dividing the NAVD 88
 QG1070.geopotential number by the normal gravity value computed on the
 QG1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1070.degrees latitude (g = 980.6199 gals.).
 QG1070
 QG1070.The modeled gravity was interpolated from observed gravity values.
 QG1070
 QG1070;                    North         East    Units  Estimated Accuracy
 QG1070;SPC ME W     -   311,080.      933,490.      MT  (+/- 180 meters Scaled)
 QG1070
 QG1070                          SUPERSEDED SURVEY CONTROL
 QG1070
 QG1070.No superseded survey control is available for this station.
 QG1070
 QG1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL425534(NAD 83)
 QG1070_MARKER: DB = BENCH MARK DISK
 QG1070_SETTING: 66 = SET IN ROCK OUTCROP
 QG1070_SP_SET: ROCK OUTCROP
 QG1070_STAMPING: M 180 1978
 QG1070_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG1070+STABILITY: POSITION/ELEVATION WELL
 QG1070
 QG1070  HISTORY     - Date     Condition        Report By
 QG1070  HISTORY     - 1978     MONUMENTED       NGS
 QG1070
 QG1070                          STATION DESCRIPTION
 QG1070
 QG1070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1070'3.2 MI SOUTH FROM ROCKWOOD.
 QG1070'0.25 MILES SOUTHWEST ALONG LAKE STREET FROM THE ROCKWOOD POST OFFICE
 QG1070'THENCE 2.95 MILES SOUTH ALONG STATE HIGHWAY 6, 36.5 FT. WEST OF THE
 QG1070'CENTER LINE OF THE HIGHWAY, 0.3 MILES SOUTH OF THE CREST OF A HILL,
 QG1070'152.0 FT. SOUTH OF THE SOUTH END OF THE GUARD RAIL ON THE WEST SIDE
 QG1070'OF THE HIGHWAY, 99.0 FT. SOUTHWEST OF POWER POLE 423 78.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0043 ***********************************************************************
 QH0043  DESIGNATION -  M 181
 QH0043  PID         -  QH0043
 QH0043  STATE/COUNTY-  ME/SOMERSET
 QH0043  USGS QUAD   -  LONG POND (1989)
 QH0043
 QH0043                         *CURRENT SURVEY CONTROL
 QH0043  ___________________________________________________________________
 QH0043* NAD 83(1986)-  45 37 21.     (N)    070 05 25.     (W)     SCALED    
 QH0043* NAVD 88     -       365.714  (meters)    1199.85   (feet)  ADJUSTED  
 QH0043  ___________________________________________________________________
 QH0043  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 QH0043  DYNAMIC HT  -         365.699 (meters)    1199.80  (feet)  COMP
 QH0043  MODELED GRAV-     980,566.5   (mgal)                       NAVD 88
 QH0043
 QH0043  VERT ORDER  -  FIRST     CLASS II
 QH0043
 QH0043.The horizontal coordinates were scaled from a topographic map and have
 QH0043.an estimated accuracy of +/- 6 seconds.
 QH0043
 QH0043.The orthometric height was determined by differential leveling
 QH0043.and adjusted by the National Geodetic Survey in June 1991..
 QH0043
 QH0043.The geoid height was determined by GEOID03.
 QH0043
 QH0043.The dynamic height is computed by dividing the NAVD 88
 QH0043.geopotential number by the normal gravity value computed on the
 QH0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QH0043.degrees latitude (g = 980.6199 gals.).
 QH0043
 QH0043.The modeled gravity was interpolated from observed gravity values.
 QH0043
 QH0043;                    North         East    Units  Estimated Accuracy
 QH0043;SPC ME W     -   309,920.      905,960.      MT  (+/- 180 meters Scaled)
 QH0043
 QH0043                          SUPERSEDED SURVEY CONTROL
 QH0043
 QH0043.No superseded survey control is available for this station.
 QH0043
 QH0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL150526(NAD 83)
 QH0043_MARKER: DB = BENCH MARK DISK
 QH0043_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QH0043_SP_SET: STAINLESS STEEL ROD
 QH0043_STAMPING: M 181 1978
 QH0043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QH0043
 QH0043  HISTORY     - Date     Condition        Report By
 QH0043  HISTORY     - 1978     MONUMENTED       NGS
 QH0043
 QH0043                          STATION DESCRIPTION
 QH0043
 QH0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QH0043'8.85 MI EAST FROM JACKMAN.
 QH0043'0.5 MILES SOUTHEAST ALONG STATE HIGHWAY 6 FROM ITS JUNCTION WITH THE
 QH0043'CANADIAN PACIFIC RAILROAD AT JACKMAN THENCE 8.35 MILES EAST ALONG
 QH0043'STATE HIGHWAY 6, 31.6 FT. SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 QH0043'11.0 FT. SOUTH OF POWER POLE 144 WITH ONE GUY WIRE, AT THE INSIDE
 QH0043'OF EAST END OF A CURVE IN THE HIGHWAT, THE DISC IS 2-INCHES BELOW
 QH0043'GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0065 ***********************************************************************
 QH0065  DESIGNATION -  M 182
 QH0065  PID         -  QH0065
 QH0065  STATE/COUNTY-  ME/SOMERSET
 QH0065  USGS QUAD   -  JACKMAN (1989)
 QH0065
 QH0065                         *CURRENT SURVEY CONTROL
 QH0065  ___________________________________________________________________
 QH0065* NAD 83(1986)-  45 41 32.     (N)    070 16 58.     (W)     SCALED    
 QH0065* NAVD 88     -       398.459  (meters)    1307.28   (feet)  ADJUSTED  
 QH0065  ___________________________________________________________________
 QH0065  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 QH0065  DYNAMIC HT  -         398.445 (meters)    1307.23  (feet)  COMP
 QH0065  MODELED GRAV-     980,567.7   (mgal)                       NAVD 88
 QH0065
 QH0065  VERT ORDER  -  FIRST     CLASS II
 QH0065
 QH0065.The horizontal coordinates were scaled from a topographic map and have
 QH0065.an estimated accuracy of +/- 6 seconds.
 QH0065
 QH0065.The orthometric height was determined by differential leveling
 QH0065.and adjusted by the National Geodetic Survey in June 1991..
 QH0065
 QH0065.The geoid height was determined by GEOID03.
 QH0065
 QH0065.The dynamic height is computed by dividing the NAVD 88
 QH0065.geopotential number by the normal gravity value computed on the
 QH0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QH0065.degrees latitude (g = 980.6199 gals.).
 QH0065
 QH0065.The modeled gravity was interpolated from observed gravity values.
 QH0065
 QH0065;                    North         East    Units  Estimated Accuracy
 QH0065;SPC ME W     -   317,670.      890,960.      MT  (+/- 180 meters Scaled)
 QH0065
 QH0065                          SUPERSEDED SURVEY CONTROL
 QH0065
 QH0065.No superseded survey control is available for this station.
 QH0065
 QH0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL001606(NAD 83)
 QH0065_MARKER: DB = BENCH MARK DISK
 QH0065_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QH0065_SP_SET: STAINLESS STEEL ROD
 QH0065_STAMPING: M 182 1978
 QH0065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QH0065
 QH0065  HISTORY     - Date     Condition        Report By
 QH0065  HISTORY     - 1978     MONUMENTED       NGS
 QH0065
 QH0065                          STATION DESCRIPTION
 QH0065
 QH0065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QH0065'5.2 MI NW FROM JACKMAN.
 QH0065'5.2 MILES NORTHWEST ALONG STATE HIGHWAY 6 FROM ITS JUNCTION WITH THE
 QH0065'CANADIAN PACIFIC RAILROAD AT JACKMAN, 40.2 FT. EAST OF THE CENTER
 QH0065'LINE OF THE HIGHWAY, 0.45 MILES NORTH OF THE CREST OF THE HILL,
 QH0065'182.0 FT. NORTH OF THE CENTER LINE OF THE GRAVEL ROAD LEADING EAST
 QH0065'TO THE A. M. MAC TAVISH TREE FARM, 8.8 FT. EAST OF POWER POLE
 QH0065'26 8 113 WITH TWO GUY WIRES AND IS AT THE SOUTH END OF POWER LINES
 QH0065'CROSSING THE HIGHWAY, ACCESS TO WHICH IS HAD THROUGH A 4-INCH
 QH0065'PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1134 ***********************************************************************
 QG1134  DESIGNATION -  M 183
 QG1134  PID         -  QG1134
 QG1134  STATE/COUNTY-  ME/PISCATAQUIS
 QG1134  USGS QUAD   -  HARDY POND (1988)
 QG1134
 QG1134                         *CURRENT SURVEY CONTROL
 QG1134  ___________________________________________________________________
 QG1134* NAD 83(1986)-  45 17 51.     (N)    068 52 01.     (W)     SCALED    
 QG1134* NAVD 88     -       113.841  (meters)     373.49   (feet)  ADJUSTED  
 QG1134  ___________________________________________________________________
 QG1134  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 QG1134  DYNAMIC HT  -         113.840 (meters)     373.49  (feet)  COMP
 QG1134  MODELED GRAV-     980,605.7   (mgal)                       NAVD 88
 QG1134
 QG1134  VERT ORDER  -  FIRST     CLASS II
 QG1134
 QG1134.The horizontal coordinates were scaled from a topographic map and have
 QG1134.an estimated accuracy of +/- 6 seconds.
 QG1134
 QG1134.The orthometric height was determined by differential leveling
 QG1134.and adjusted by the National Geodetic Survey in June 1991..
 QG1134
 QG1134.The geoid height was determined by GEOID03.
 QG1134
 QG1134.The dynamic height is computed by dividing the NAVD 88
 QG1134.geopotential number by the normal gravity value computed on the
 QG1134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1134.degrees latitude (g = 980.6199 gals.).
 QG1134
 QG1134.The modeled gravity was interpolated from observed gravity values.
 QG1134
 QG1134;                    North         East    Units  Estimated Accuracy
 QG1134;SPC ME E     -   181,270.      271,220.      MT  (+/- 180 meters Scaled)
 QG1134
 QG1134                          SUPERSEDED SURVEY CONTROL
 QG1134
 QG1134.No superseded survey control is available for this station.
 QG1134
 QG1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL104160(NAD 83)
 QG1134_MARKER: DB = BENCH MARK DISK
 QG1134_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QG1134_SP_SET: BRIDGE ABUTMENT
 QG1134_STAMPING: M 183 1978
 QG1134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG1134
 QG1134  HISTORY     - Date     Condition        Report By
 QG1134  HISTORY     - 1978     MONUMENTED       NGS
 QG1134  HISTORY     - 20041207 GOOD             USPSQD
 QG1134
 QG1134                          STATION DESCRIPTION
 QG1134
 QG1134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1134'9.9 MI NE FROM MILO.
 QG1134'8.8 MILES EAST ALONG OLD STATE HIGHWAY 16 FROM THE POST OFFICE AT
 QG1134'MILO, TO THE JUNCTION OF A GRAVEL ROAD (FORMERLY THE BANGOR AND
 QG1134'AROOSTOOK RAILROAD) LEADING NORTHWESTERLY FROM THE HIGHWAY, THENCE
 QG1134'1.10 MILES NORTHWEST ALONG THE ROAD TO A BRIDGE CROSSING A SMALL
 QG1134'STREAM, 9.0 FT. NORTHEAST FROM THE CENTER LINE OF THE ROAD, 1.1 FT.
 QG1134'NORTHWEST FROM THE SOUTHEAST END OF THE EAST ABUTMENT, IN THE TOP OF
 QG1134'THE EAST ABUTMENT.
 QG1134
 QG1134                          STATION RECOVERY (2004)
 QG1134
 QG1134'RECOVERY NOTE BY US POWER SQUADRON 2004 (GF)
 QG1134'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1166 ***********************************************************************
 QG1166  DESIGNATION -  M 184
 QG1166  PID         -  QG1166
 QG1166  STATE/COUNTY-  ME/PENOBSCOT
 QG1166  USGS QUAD   -  LINCOLN CENTER (1988)
 QG1166
 QG1166                         *CURRENT SURVEY CONTROL
 QG1166  ___________________________________________________________________
 QG1166* NAD 83(1986)-  45 26 50.     (N)    068 25 29.     (W)     SCALED    
 QG1166* NAVD 88     -        60.149  (meters)     197.34   (feet)  ADJUSTED  
 QG1166  ___________________________________________________________________
 QG1166  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 QG1166  DYNAMIC HT  -          60.149 (meters)     197.34  (feet)  COMP
 QG1166  MODELED GRAV-     980,630.6   (mgal)                       NAVD 88
 QG1166
 QG1166  VERT ORDER  -  FIRST     CLASS II
 QG1166
 QG1166.The horizontal coordinates were scaled from a topographic map and have
 QG1166.an estimated accuracy of +/- 6 seconds.
 QG1166
 QG1166.The orthometric height was determined by differential leveling
 QG1166.and adjusted by the National Geodetic Survey in June 1991..
 QG1166
 QG1166.The geoid height was determined by GEOID03.
 QG1166
 QG1166.The dynamic height is computed by dividing the NAVD 88
 QG1166.geopotential number by the normal gravity value computed on the
 QG1166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1166.degrees latitude (g = 980.6199 gals.).
 QG1166
 QG1166.The modeled gravity was interpolated from observed gravity values.
 QG1166
 QG1166;                    North         East    Units  Estimated Accuracy
 QG1166;SPC ME E     -   197,840.      305,890.      MT  (+/- 180 meters Scaled)
 QG1166
 QG1166                          SUPERSEDED SURVEY CONTROL
 QG1166
 QG1166.No superseded survey control is available for this station.
 QG1166
 QG1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL449327(NAD 83)
 QG1166_MARKER: DB = BENCH MARK DISK
 QG1166_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QG1166_SP_SET: STAINLESS STEEL ROD
 QG1166_STAMPING: M 184 1978
 QG1166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG1166
 QG1166  HISTORY     - Date     Condition        Report By
 QG1166  HISTORY     - 1978     MONUMENTED       NGS
 QG1166
 QG1166                          STATION DESCRIPTION
 QG1166
 QG1166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1166'3.2 MI SW FROM WINN.
 QG1166'3.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 2 FROM THE POST OFFICE AT WINN,
 QG1166'90.1 FT. SOUTH OF THE SOUTH CORNER OF A ONE STORY WOOD FRAME HOUSE
 QG1166'OWNED BY D. CROCKER, 88.7 FT. SOUTHWEST OF A GRAVEL DRIVE LEADING
 QG1166'NORTHWEST TO THE HOUSE, 45.9 FT. NORTHWEST OF THE CENTER LINE OF THE
 QG1166'HIGHWAY, 4.7 FT. NORTHWEST OF TELEPHONE POLE 833.5 115 D1, DISK IS
 QG1166'5 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4 INCH
 QG1166'PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0492 ***********************************************************************
 RF0492  DESIGNATION -  M 185
 RF0492  PID         -  RF0492
 RF0492  STATE/COUNTY-  ME/AROOSTOOK
 RF0492  USGS QUAD   -  WINTERVILLE (1985)
 RF0492
 RF0492                         *CURRENT SURVEY CONTROL
 RF0492  ___________________________________________________________________
 RF0492* NAD 83(1986)-  46 56 57.     (N)    068 36 28.     (W)     SCALED    
 RF0492* NAVD 88     -       189.597  (meters)     622.04   (feet)  ADJUSTED  
 RF0492  ___________________________________________________________________
 RF0492  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 RF0492  DYNAMIC HT  -         189.617 (meters)     622.10  (feet)  COMP
 RF0492  MODELED GRAV-     980,715.3   (mgal)                       NAVD 88
 RF0492
 RF0492  VERT ORDER  -  FIRST     CLASS II
 RF0492
 RF0492.The horizontal coordinates were scaled from a topographic map and have
 RF0492.an estimated accuracy of +/- 6 seconds.
 RF0492
 RF0492.The orthometric height was determined by differential leveling
 RF0492.and adjusted by the National Geodetic Survey in June 1991..
 RF0492
 RF0492.The geoid height was determined by GEOID03.
 RF0492
 RF0492.The dynamic height is computed by dividing the NAVD 88
 RF0492.geopotential number by the normal gravity value computed on the
 RF0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0492.degrees latitude (g = 980.6199 gals.).
 RF0492
 RF0492.The modeled gravity was interpolated from observed gravity values.
 RF0492
 RF0492;                    North         East    Units  Estimated Accuracy
 RF0492;SPC ME E     -   364,780.      291,800.      MT  (+/- 180 meters Scaled)
 RF0492
 RF0492                          SUPERSEDED SURVEY CONTROL
 RF0492
 RF0492.No superseded survey control is available for this station.
 RF0492
 RF0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM298995(NAD 83)
 RF0492_MARKER: DB = BENCH MARK DISK
 RF0492_SETTING: 66 = SET IN ROCK OUTCROP
 RF0492_SP_SET: OUTCROP
 RF0492_STAMPING: M 185 1978
 RF0492_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0492+STABILITY: POSITION/ELEVATION WELL
 RF0492
 RF0492  HISTORY     - Date     Condition        Report By
 RF0492  HISTORY     - 1978     MONUMENTED       NGS
 RF0492
 RF0492                          STATION DESCRIPTION
 RF0492
 RF0492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0492'7.5 MI SOUTH FROM EAGLE LAKE.
 RF0492'4.7 MILES SOUTH ALONG STATE HIGHWAY 11 FROM ST. MARYS CHURCH AT
 RF0492'EAGLE LAKE, THENCE 1.9 MILES SOUTHWEST ALONG A PAVED ROAD, THENCE 0.9
 RF0492'MILES SOUTH ALONG A PAVED ROAD WHICH CHANGES TO DIRT,AT A PRIVATE
 RF0492'RAILROAD CROSSING, BETWEEN THE BANGOR AND AROOSTOOK RAILROAD AND THE
 RF0492'ROAD, IN THE TOP OF A 26-BY 4-FT. ROCK OUTCROP, 3.0 FT. ABOVE
 RF0492'GROUND, 49.5 FT. WEST OF THE CENTER LINE OF THE ROAD, 68.0 FT. SOUTH
 RF0492'OF THE CENTER LINE OF THE CROSSING, 11.2 FT. EAST OF THE EAST RAIL OF
 RF0492'THE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0462 ***********************************************************************
 RF0462  DESIGNATION -  M 186
 RF0462  PID         -  RF0462
 RF0462  STATE/COUNTY-  ME/AROOSTOOK
 RF0462  USGS QUAD   -  ASHLAND (1986)
 RF0462
 RF0462                         *CURRENT SURVEY CONTROL
 RF0462  ___________________________________________________________________
 RF0462* NAD 83(1986)-  46 43 44.     (N)    068 28 10.     (W)     SCALED    
 RF0462* NAVD 88     -       211.143  (meters)     692.73   (feet)  ADJUSTED  
 RF0462  ___________________________________________________________________
 RF0462  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 RF0462  DYNAMIC HT  -         211.165 (meters)     692.80  (feet)  COMP
 RF0462  MODELED GRAV-     980,711.3   (mgal)                       NAVD 88
 RF0462
 RF0462  VERT ORDER  -  FIRST     CLASS II
 RF0462
 RF0462.The horizontal coordinates were scaled from a topographic map and have
 RF0462.an estimated accuracy of +/- 6 seconds.
 RF0462
 RF0462.The orthometric height was determined by differential leveling
 RF0462.and adjusted by the National Geodetic Survey in June 1991..
 RF0462
 RF0462.The geoid height was determined by GEOID03.
 RF0462
 RF0462.The dynamic height is computed by dividing the NAVD 88
 RF0462.geopotential number by the normal gravity value computed on the
 RF0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0462.degrees latitude (g = 980.6199 gals.).
 RF0462
 RF0462.The modeled gravity was interpolated from observed gravity values.
 RF0462
 RF0462;                    North         East    Units  Estimated Accuracy
 RF0462;SPC ME E     -   340,290.      302,340.      MT  (+/- 180 meters Scaled)
 RF0462
 RF0462                          SUPERSEDED SURVEY CONTROL
 RF0462
 RF0462.No superseded survey control is available for this station.
 RF0462
 RF0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM405751(NAD 83)
 RF0462_MARKER: DB = BENCH MARK DISK
 RF0462_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RF0462_SP_SET: STAINLESS STEEL ROD
 RF0462_STAMPING: M 186 1978
 RF0462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0462
 RF0462  HISTORY     - Date     Condition        Report By
 RF0462  HISTORY     - 1978     MONUMENTED       NGS
 RF0462
 RF0462                          STATION DESCRIPTION
 RF0462
 RF0462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0462'2.35 MI SOUTH FROM PORTAGE.
 RF0462'2.35 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT
 RF0462'PORTAGE, 0.41 MILES NORTHWEST OF THE JUNCTION OF A GRAVEL CROSS ROAD
 RF0462'27.7 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 165.5 FEET
 RF0462'SOUTHEAST OF THE SOUTHWEST END OF A 44-INCH METAL PIPE CULVERT,
 RF0462'33.2 FEET NORTHEAST OF A 7-INCH TRIANGLE BLAZED TREE, 3.3 FEET
 RF0462'SOUTHEAST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0374 ***********************************************************************
 RF0374  DESIGNATION -  M 187
 RF0374  PID         -  RF0374
 RF0374  STATE/COUNTY-  ME/AROOSTOOK
 RF0374  USGS QUAD   -  BIG MACHIAS LAKE (1985)
 RF0374
 RF0374                         *CURRENT SURVEY CONTROL
 RF0374  ___________________________________________________________________
 RF0374* NAD 83(1986)-  46 40 50.     (N)    068 45 24.     (W)     SCALED    
 RF0374* NAVD 88     -       280.470  (meters)     920.18   (feet)  ADJUSTED  
 RF0374  ___________________________________________________________________
 RF0374  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 RF0374  DYNAMIC HT  -         280.492 (meters)     920.25  (feet)  COMP
 RF0374  MODELED GRAV-     980,684.4   (mgal)                       NAVD 88
 RF0374
 RF0374  VERT ORDER  -  FIRST     CLASS II
 RF0374
 RF0374.The horizontal coordinates were scaled from a topographic map and have
 RF0374.an estimated accuracy of +/- 6 seconds.
 RF0374
 RF0374.The orthometric height was determined by differential leveling
 RF0374.and adjusted by the National Geodetic Survey in June 1991..
 RF0374
 RF0374.The geoid height was determined by GEOID03.
 RF0374
 RF0374.The dynamic height is computed by dividing the NAVD 88
 RF0374.geopotential number by the normal gravity value computed on the
 RF0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0374.degrees latitude (g = 980.6199 gals.).
 RF0374
 RF0374.The modeled gravity was interpolated from observed gravity values.
 RF0374
 RF0374;                    North         East    Units  Estimated Accuracy
 RF0374;SPC ME E     -   334,950.      280,370.      MT  (+/- 180 meters Scaled)
 RF0374
 RF0374                          SUPERSEDED SURVEY CONTROL
 RF0374
 RF0374.No superseded survey control is available for this station.
 RF0374
 RF0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM186696(NAD 83)
 RF0374_MARKER: DB = BENCH MARK DISK
 RF0374_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RF0374_SP_SET: STAINLESS STEEL ROD
 RF0374_STAMPING: M 187 1978
 RF0374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0374
 RF0374  HISTORY     - Date     Condition        Report By
 RF0374  HISTORY     - 1978     MONUMENTED       NGS
 RF0374
 RF0374                          STATION DESCRIPTION
 RF0374
 RF0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0374'13.5 MI WEST FROM SIX MILE CHECK POINT.
 RF0374'10.85 MILES WEST ALONG AMERICAN REALTY ROAD FROM SIX MILE CHECK
 RF0374'POINT, THENCE 2.65 MILES NORTHWEST ALONG MAIN TRAVELED GRAVEL ROAD,
 RF0374'0.45 MILE NORTHWEST OF MILE MARKER 19, 0.3 MILE NORTHWEST OF THE
 RF0374'Y-JUNCTION OF A WOODS ROAD LEADING EAST, 47.0 FEET SOUTH OF THE
 RF0374'CENTER LINE OF THE ROAD, 103.0 FEET WEST OF THE SOUTH END OF A
 RF0374'16-INCH METAL PIPE CULVERT, 7.2 FEET EAST OF A TWIN TRUNK FIR TREE.
 RF0374'THE DISK IS 1-INCH BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A
 RF0374'4-INCH PLASTICE SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1190 ***********************************************************************
 QG1190  DESIGNATION -  M 187 X
 QG1190  PID         -  QG1190
 QG1190  STATE/COUNTY-  ME/AROOSTOOK
 QG1190  USGS QUAD   -  WYTOPITLOCK (1988)
 QG1190
 QG1190                         *CURRENT SURVEY CONTROL
 QG1190  ___________________________________________________________________
 QG1190* NAD 83(1986)-  45 40 57.     (N)    068 07 12.     (W)     SCALED    
 QG1190* NAVD 88     -       139.579  (meters)     457.94   (feet)  ADJUSTED  
 QG1190  ___________________________________________________________________
 QG1190  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 QG1190  DYNAMIC HT  -         139.581 (meters)     457.94  (feet)  COMP
 QG1190  MODELED GRAV-     980,633.9   (mgal)                       NAVD 88
 QG1190  OBS GRAVITY -     980,634.3   (mgal)                       GRAV_OBS
 QG1190
 QG1190  VERT ORDER  -  FIRST     CLASS II
 QG1190
 QG1190.The horizontal coordinates were scaled from a topographic map and have
 QG1190.an estimated accuracy of +/- 6 seconds.
 QG1190
 QG1190.The orthometric height was determined by differential leveling
 QG1190.and adjusted by the National Geodetic Survey in June 1991..
 QG1190
 QG1190.The geoid height was determined by GEOID03.
 QG1190
 QG1190.The dynamic height is computed by dividing the NAVD 88
 QG1190.geopotential number by the normal gravity value computed on the
 QG1190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1190.degrees latitude (g = 980.6199 gals.).
 QG1190
 QG1190.The modeled gravity was interpolated from observed gravity values.
 QG1190.The observed gravity was obtained from relative gravimeter ties
 QG1190.to the IGSN71 gravity network.
 QG1190
 QG1190;                    North         East    Units  Estimated Accuracy
 QG1190;SPC ME E     -   224,060.      329,600.      MT  (+/- 180 meters Scaled)
 QG1190
 QG1190                          SUPERSEDED SURVEY CONTROL
 QG1190
 QG1190.No superseded survey control is available for this station.
 QG1190
 QG1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL685591(NAD 83)
 QG1190_MARKER: DB = BENCH MARK DISK
 QG1190_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QG1190_SP_SET: STAINLESS STEEL ROD
 QG1190_STAMPING: M 187 X 1978
 QG1190_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG1190
 QG1190  HISTORY     - Date     Condition        Report By
 QG1190  HISTORY     - 1978     MONUMENTED       NGS
 QG1190  HISTORY     - 1982     GOOD             NGS
 QG1190
 QG1190                          STATION DESCRIPTION
 QG1190
 QG1190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1190'3.1 MI SE FROM REED.
 QG1190'3.1 MILES SOUTHEAST ALONG STATE HIGHWAY 171 FROM IS JUNCTION WITH
 QG1190'U.S. HIGHWAY 2A AT REED, 63.1 FT. SOUTHWEST OF AND ACROSS THE HIGHWAY
 QG1190'FROM POWER POLE 5 63 1173 WITH ONE TRANSFORMER AND ONE GUY WIRE TO
 QG1190'GROUND, 41.2 FT. EAST NORTHEAST OF THE NORTHEAST CORNER OF A ONE
 QG1190'STORY WOOD FRAME HOUSE BELONGING TO L. CHAMBERS, 33.0 FT. WEST OF
 QG1190'CENTER LINE OF HIGHWAY, 23.8 FT. NORTH OF CENTER LINE OF A GRAVEL
 QG1190'DRIVE LEADING WEST FROM THE HIGHWAY TO HOUSE, 5.8 FT. NORTH OF A
 QG1190'POWER POLE WITH ONE LIGHT. DISK IS 3 INCHES BELOW GROUND, ACCESS TO
 QG1190'WHICH IS HAD THROUGH A 4 INCH PLASTIC SCREW PLUG. ALSO 3.2 MILE
 QG1190'NORTHWEST ALONG STATE HIGHWAY 171 FROM THE CANADIAN AND PACIFIC
 QG1190'RAILROAD CROSSING AT WYTOPITLOCK.
 QG1190
 QG1190                          STATION RECOVERY (1982)
 QG1190
 QG1190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QG1190'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0398 ***********************************************************************
 RF0398  DESIGNATION -  M 188
 RF0398  PID         -  RF0398
 RF0398  STATE/COUNTY-  ME/AROOSTOOK
 RF0398  USGS QUAD   -  FIFTH MUSQUACOOK LAKE (1986)
 RF0398
 RF0398                         *CURRENT SURVEY CONTROL
 RF0398  ___________________________________________________________________
 RF0398* NAD 83(1986)-  46 36 22.     (N)    069 06 32.     (W)     SCALED    
 RF0398* NAVD 88     -       370.549  (meters)    1215.71   (feet)  ADJUSTED  
 RF0398  ___________________________________________________________________
 RF0398  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 RF0398  DYNAMIC HT  -         370.572 (meters)    1215.79  (feet)  COMP
 RF0398  MODELED GRAV-     980,666.6   (mgal)                       NAVD 88
 RF0398
 RF0398  VERT ORDER  -  FIRST     CLASS II
 RF0398
 RF0398.The horizontal coordinates were scaled from a topographic map and have
 RF0398.an estimated accuracy of +/- 6 seconds.
 RF0398
 RF0398.The orthometric height was determined by differential leveling
 RF0398.and adjusted by the National Geodetic Survey in June 1991..
 RF0398
 RF0398.The geoid height was determined by GEOID03.
 RF0398
 RF0398.The dynamic height is computed by dividing the NAVD 88
 RF0398.geopotential number by the normal gravity value computed on the
 RF0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0398.degrees latitude (g = 980.6199 gals.).
 RF0398
 RF0398.The modeled gravity was interpolated from observed gravity values.
 RF0398
 RF0398;                    North         East    Units  Estimated Accuracy
 RF0398;SPC ME E     -   326,820.      253,360.      MT  (+/- 180 meters Scaled)
 RF0398
 RF0398                          SUPERSEDED SURVEY CONTROL
 RF0398
 RF0398.No superseded survey control is available for this station.
 RF0398
 RF0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM916614(NAD 83)
 RF0398_MARKER: DB = BENCH MARK DISK
 RF0398_SETTING: 66 = SET IN ROCK OUTCROP
 RF0398_SP_SET: OUTCROP
 RF0398_STAMPING: M 188 1978
 RF0398_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0398+STABILITY: POSITION/ELEVATION WELL
 RF0398
 RF0398  HISTORY     - Date     Condition        Report By
 RF0398  HISTORY     - 1978     MONUMENTED       NGS
 RF0398
 RF0398                          STATION DESCRIPTION
 RF0398
 RF0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0398'3.1 MI EAST FROM MUSQUACOOK CHECK POINT.
 RF0398'3.1 MILES EAST ALONG THE MAIN TRAVELED GRAVEL ROAD FROM MUSQUACOOK
 RF0398'CHECK POINT, 0.9 MILES NORTHEAST OF THE T-JUNCTION OF A GRAVEL ROAD
 RF0398'LEADING NORTHWEST TO SECOND MUSQUACOOK LAKE, 0.15 MILES NORTHEAST
 RF0398'OF THE T-JUNCTION OF A WOODS ROAD LEADING NORTHWEST, OUTSIDE AND AT
 RF0398'THE NORTHEAST END OF A CURVE. 22.5 FEET NORTH OF THE CENTER LINE OF
 RF0398'THE ROAD. 171.0 FEET EAST OF AN 18-INCH METAL PIPE CULVERT UNDER THE
 RF0398'ROAD, 7.5 FEET SOUTHEAST OF A 9-INCH FIR TREE IN THE TOP OF A 4-
 RF0398'FOOT ROCK CUT, 2 FEET NORTH OF THE SOUTH FACE OF THE ROCK CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0439 ***********************************************************************
 RF0439  DESIGNATION -  M 189
 RF0439  PID         -  RF0439
 RF0439  STATE/COUNTY-  ME/AROOSTOOK
 RF0439  USGS QUAD   -  BEAVER POND SE (1986)
 RF0439
 RF0439                         *CURRENT SURVEY CONTROL
 RF0439  ___________________________________________________________________
 RF0439* NAD 83(1986)-  46 35 24.     (N)    069 47 34.     (W)     SCALED    
 RF0439* NAVD 88     -       321.180  (meters)    1053.74   (feet)  ADJUSTED  
 RF0439  ___________________________________________________________________
 RF0439  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 RF0439  DYNAMIC HT  -         321.189 (meters)    1053.77  (feet)  COMP
 RF0439  MODELED GRAV-     980,633.4   (mgal)                       NAVD 88
 RF0439
 RF0439  VERT ORDER  -  FIRST     CLASS II
 RF0439
 RF0439.The horizontal coordinates were scaled from a topographic map and have
 RF0439.an estimated accuracy of +/- 6 seconds.
 RF0439
 RF0439.The orthometric height was determined by differential leveling
 RF0439.and adjusted by the National Geodetic Survey in June 1991..
 RF0439
 RF0439.The geoid height was determined by GEOID03.
 RF0439
 RF0439.The dynamic height is computed by dividing the NAVD 88
 RF0439.geopotential number by the normal gravity value computed on the
 RF0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0439.degrees latitude (g = 980.6199 gals.).
 RF0439
 RF0439.The modeled gravity was interpolated from observed gravity values.
 RF0439
 RF0439;                    North         East    Units  Estimated Accuracy
 RF0439;SPC ME E     -   325,660.      200,940.      MT  (+/- 180 meters Scaled)
 RF0439
 RF0439                          SUPERSEDED SURVEY CONTROL
 RF0439
 RF0439.No superseded survey control is available for this station.
 RF0439
 RF0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM392599(NAD 83)
 RF0439_MARKER: DB = BENCH MARK DISK
 RF0439_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RF0439_SP_SET: STAINLESS STEEL ROD
 RF0439_STAMPING: M 189 1978
 RF0439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0439
 RF0439  HISTORY     - Date     Condition        Report By
 RF0439  HISTORY     - 1978     MONUMENTED       NGS
 RF0439
 RF0439                          STATION DESCRIPTION
 RF0439
 RF0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0439'11.8 MI EAST FROM DAAQUAM.
 RF0439'11.8 MILES EAST ALONG THE MAIN TRAVELED GRAVEL ROAD FROM THE U.S.
 RF0439'CUSTOM HOUSE OFFICE AT DAAQUAM, 1.55 MILES NORTHWEST OF THE SOUTH-
 RF0439'EAST END OF A BRIDGE OVER THE ST. JOHN RIVER, AT THE Y-JUNCTION
 RF0439'OF A ROAD LEADING NORTH TO THE RED PINE GROVE CAMP SITE, 82.0 FEET
 RF0439'NORTHWEST OF THE CENTER LINE OF THE ROAD, 18.0 FEET WEST OF THE
 RF0439'CENTER LINE OF THE ROAD LEADING NORTH, 11.6 FEET SOUTHWEST OF THE
 RF0439'WEST 10-INCH WOODEN GATE POST TO A LOG GATE. THE DISK IS 1-INCH
 RF0439'BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC
 RF0439'SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0039 ***********************************************************************
 QF0039  DESIGNATION -  M 19
 QF0039  PID         -  QF0039
 QF0039  STATE/COUNTY-  ME/WASHINGTON
 QF0039  USGS QUAD   -  CALAIS (1977)
 QF0039
 QF0039                         *CURRENT SURVEY CONTROL
 QF0039  ___________________________________________________________________
 QF0039* NAD 83(1986)-  45 08 35.     (N)    067 22 12.     (W)     SCALED    
 QF0039* NAVD 88     -        29.889  (meters)      98.06   (feet)  ADJUSTED  
 QF0039  ___________________________________________________________________
 QF0039  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 QF0039  DYNAMIC HT  -          29.888 (meters)      98.06  (feet)  COMP
 QF0039  MODELED GRAV-     980,599.9   (mgal)                       NAVD 88
 QF0039
 QF0039  VERT ORDER  -  SECOND    CLASS 0
 QF0039
 QF0039.The horizontal coordinates were scaled from a topographic map and have
 QF0039.an estimated accuracy of +/- 6 seconds.
 QF0039
 QF0039.The orthometric height was determined by differential leveling
 QF0039.and adjusted by the National Geodetic Survey in June 1991..
 QF0039
 QF0039.The geoid height was determined by GEOID03.
 QF0039
 QF0039.The dynamic height is computed by dividing the NAVD 88
 QF0039.geopotential number by the normal gravity value computed on the
 QF0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0039.degrees latitude (g = 980.6199 gals.).
 QF0039
 QF0039.The modeled gravity was interpolated from observed gravity values.
 QF0039
 QF0039;                    North         East    Units  Estimated Accuracy
 QF0039;SPC ME E     -   164,660.      388,870.      MT  (+/- 180 meters Scaled)
 QF0039
 QF0039                          SUPERSEDED SURVEY CONTROL
 QF0039
 QF0039  NGVD 29 (??/??/92)   30.089  (m)           98.72   (f) ADJ UNCH    2 0
 QF0039
 QF0039.Superseded values are not recommended for survey control.
 QF0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0039.See file dsdata.txt to determine how the superseded data were derived.
 QF0039
 QF0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL281001(NAD 83)
 QF0039_MARKER: DB = BENCH MARK DISK
 QF0039_SETTING: 80 = SET IN A BOULDER
 QF0039_SP_SET: BOULDER
 QF0039_STAMPING: 98.717 M 19 1933
 QF0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0039+STABILITY: SURFACE MOTION
 QF0039
 QF0039  HISTORY     - Date     Condition        Report By
 QF0039  HISTORY     - 1933     MONUMENTED       CGS
 QF0039  HISTORY     - 1946     GOOD             NGS
 QF0039
 QF0039                          STATION DESCRIPTION
 QF0039
 QF0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 QF0039'2.3 MI W FROM BARING.
 QF0039'IN NEW BRUNSWICK, CANADA, 2.3 MILES WEST ALONG THE OLD ROADBED
 QF0039'OF THE ABANDONED MAINE CENTRAL RAILROAD FROM THE STATION AT
 QF0039'BARING, WASHINGTON COUNTY, MAINE, 0.3 MILE EAST OF A SMALL
 QF0039'TOOLHOUSE, NEAR THE MIDDLE OF A LONG CURVE, 7 YARDS NORTH THE
 QF0039'CENTER LINE OF THE OLD ROADBED, IN THE TOP OF A 4- BY 4-BY 4-FOOT
 QF0039'TRIANGULAR-SHAPED FLAT BOULDER, AND ABOUT 2 FEET ABOVE THE
 QF0039'GROUND.  A STANDARD DISK, STAMPED 98.717 M 19 1933.
 QF0039
 QF0039                          STATION RECOVERY (1946)
 QF0039
 QF0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 QF0039'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0422 ***********************************************************************
 RF0422  DESIGNATION -  M 190
 RF0422  PID         -  RF0422
 RF0422  STATE/COUNTY-  ME/AROOSTOOK
 RF0422  USGS QUAD   -  CLAYTON LAKE (1986)
 RF0422
 RF0422                         *CURRENT SURVEY CONTROL
 RF0422  ___________________________________________________________________
 RF0422* NAD 83(1986)-  46 36 16.     (N)    069 30 20.     (W)     SCALED    
 RF0422* NAVD 88     -       331.419  (meters)    1087.33   (feet)  ADJUSTED  
 RF0422  ___________________________________________________________________
 RF0422  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 RF0422  DYNAMIC HT  -         331.431 (meters)    1087.37  (feet)  COMP
 RF0422  MODELED GRAV-     980,642.2   (mgal)                       NAVD 88
 RF0422
 RF0422  VERT ORDER  -  FIRST     CLASS II
 RF0422
 RF0422.The horizontal coordinates were scaled from a topographic map and have
 RF0422.an estimated accuracy of +/- 6 seconds.
 RF0422
 RF0422.The orthometric height was determined by differential leveling
 RF0422.and adjusted by the National Geodetic Survey in June 1991..
 RF0422
 RF0422.The geoid height was determined by GEOID03.
 RF0422
 RF0422.The dynamic height is computed by dividing the NAVD 88
 RF0422.geopotential number by the normal gravity value computed on the
 RF0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0422.degrees latitude (g = 980.6199 gals.).
 RF0422
 RF0422.The modeled gravity was interpolated from observed gravity values.
 RF0422
 RF0422;                    North         East    Units  Estimated Accuracy
 RF0422;SPC ME E     -   326,950.      222,970.      MT  (+/- 180 meters Scaled)
 RF0422
 RF0422                          SUPERSEDED SURVEY CONTROL
 RF0422
 RF0422.No superseded survey control is available for this station.
 RF0422
 RF0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM612613(NAD 83)
 RF0422_MARKER: DB = BENCH MARK DISK
 RF0422_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RF0422_SP_SET: STAINLESS STEEL ROD
 RF0422_STAMPING: M 190 1978
 RF0422_MARK LOGO: NGS   
 RF0422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0422
 RF0422  HISTORY     - Date     Condition        Report By
 RF0422  HISTORY     - 1978     MONUMENTED       NGS
 RF0422  HISTORY     - 1984     GOOD             USGS-M
 RF0422
 RF0422                          STATION DESCRIPTION
 RF0422
 RF0422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0422'1.1 MILES SE FROM CLAYTON LAKE.
 RF0422'1.1 MILES SOUTHEAST ALONG THE MAIN TRAVELED GRAVEL ROAD FROM THE
 RF0422'POST OFFICE AT CLAYTON LAKE, 0.55 MILE SOUTHEAST OF A SMALL BRIDGE
 RF0422'OVER CHEMQUASABAMTICOOK STREAM, AT THE EAST CORNER OF THE T-JUNCTION
 RF0422'OF A HEAVILY TRAVELED ROAD LEADING SOUTHEAST, 54.0 FEET SOUTHEAST OF
 RF0422'THE CENTER LINE OF THE ROAD, 63 FEET NORTHEAST OF A 14-INCH ELM TREE
 RF0422'WITH AN ASHLAND SIGN THE DISK IS 1-INCH BELOW GROUND, ACCESS TO
 RF0422'WHICH IS HAD THROUGH A 4-INCH PLASTIC SCERW PLUG.
 RF0422
 RF0422                          STATION RECOVERY (1984)
 RF0422
 RF0422'RECOVERY NOTE BY USGS MID-CONTINENT MAPPING CENTER 1984
 RF0422'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0275 ***********************************************************************
 QF0275  DESIGNATION -  M 191
 QF0275  PID         -  QF0275
 QF0275  STATE/COUNTY-  ME/WASHINGTON
 QF0275  USGS QUAD   -  TOMAH MOUNTAIN (1988)
 QF0275
 QF0275                         *CURRENT SURVEY CONTROL
 QF0275  ___________________________________________________________________
 QF0275* NAD 83(1986)-  45 29 36.     (N)    067 44 56.     (W)     SCALED    
 QF0275* NAVD 88     -       164.165  (meters)     538.60   (feet)  ADJUSTED  
 QF0275  ___________________________________________________________________
 QF0275  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 QF0275  DYNAMIC HT  -         164.164 (meters)     538.59  (feet)  COMP
 QF0275  MODELED GRAV-     980,603.5   (mgal)                       NAVD 88
 QF0275
 QF0275  VERT ORDER  -  FIRST     CLASS II
 QF0275
 QF0275.The horizontal coordinates were scaled from a topographic map and have
 QF0275.an estimated accuracy of +/- 6 seconds.
 QF0275
 QF0275.The orthometric height was determined by differential leveling
 QF0275.and adjusted by the National Geodetic Survey in June 1991..
 QF0275
 QF0275.The geoid height was determined by GEOID03.
 QF0275
 QF0275.The dynamic height is computed by dividing the NAVD 88
 QF0275.geopotential number by the normal gravity value computed on the
 QF0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0275.degrees latitude (g = 980.6199 gals.).
 QF0275
 QF0275.The modeled gravity was interpolated from observed gravity values.
 QF0275
 QF0275;                    North         East    Units  Estimated Accuracy
 QF0275;SPC ME E     -   203,240.      358,710.      MT  (+/- 180 meters Scaled)
 QF0275
 QF0275                          SUPERSEDED SURVEY CONTROL
 QF0275
 QF0275.No superseded survey control is available for this station.
 QF0275
 QF0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL977385(NAD 83)
 QF0275_MARKER: DB = BENCH MARK DISK
 QF0275_SETTING: 66 = SET IN ROCK OUTCROP
 QF0275_SP_SET: OUTCROP
 QF0275_STAMPING: M 191 1978
 QF0275_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0275+STABILITY: POSITION/ELEVATION WELL
 QF0275
 QF0275  HISTORY     - Date     Condition        Report By
 QF0275  HISTORY     - 1978     MONUMENTED       NGS
 QF0275  HISTORY     - 19860519 MARK NOT FOUND   USPSQD
 QF0275
 QF0275                          STATION DESCRIPTION
 QF0275
 QF0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0275'2.8 MI SE FROM BROOKTON.
 QF0275'2.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 1 FROM THE CROSS ROADS OF
 QF0275'LAKE ROAD AND FOREST STATION ROAD AT BROOKTON, AT A DIM TRACK ROAD
 QF0275'LEADING WEST, 166.1 FEET SOUTHWEST OF AND ACROSS HIGHWAY FROM POWER
 QF0275'POLE, 153.1 FEET NORTHWEST OF AND ACROSS HIGHWAY FROM A POWER POLE,
 QF0275'35.7 FEET WEST OF THE CENTER LINE OF HIGHWAY, 5.1 FEET SOUTH OF THE
 QF0275'CENTER LINE OF TRACK ROAD.
 QF0275
 QF0275                          STATION RECOVERY (1986)
 QF0275
 QF0275'RECOVERY NOTE BY US POWER SQUADRON 1986 (LEP)
 QF0275'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0225 ***********************************************************************
 QF0225  DESIGNATION -  M 192
 QF0225  PID         -  QF0225
 QF0225  STATE/COUNTY-  ME/AROOSTOOK
 QF0225  USGS QUAD   -  ORIENT (1989)
 QF0225
 QF0225                         *CURRENT SURVEY CONTROL
 QF0225  ___________________________________________________________________
 QF0225* NAD 83(1986)-  45 49 10.     (N)    067 50 40.     (W)     SCALED    
 QF0225* NAVD 88     -       136.148  (meters)     446.68   (feet)  ADJUSTED  
 QF0225  ___________________________________________________________________
 QF0225  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 QF0225  DYNAMIC HT  -         136.151 (meters)     446.69  (feet)  COMP
 QF0225  MODELED GRAV-     980,635.6   (mgal)                       NAVD 88
 QF0225
 QF0225  VERT ORDER  -  FIRST     CLASS II
 QF0225
 QF0225.The horizontal coordinates were scaled from a topographic map and have
 QF0225.an estimated accuracy of +/- 6 seconds.
 QF0225
 QF0225.The orthometric height was determined by differential leveling
 QF0225.and adjusted by the National Geodetic Survey in June 1991..
 QF0225
 QF0225.The geoid height was determined by GEOID03.
 QF0225
 QF0225.The dynamic height is computed by dividing the NAVD 88
 QF0225.geopotential number by the normal gravity value computed on the
 QF0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0225.degrees latitude (g = 980.6199 gals.).
 QF0225
 QF0225.The modeled gravity was interpolated from observed gravity values.
 QF0225
 QF0225;                    North         East    Units  Estimated Accuracy
 QF0225;SPC ME E     -   239,420.      350,940.      MT  (+/- 180 meters Scaled)
 QF0225
 QF0225                          SUPERSEDED SURVEY CONTROL
 QF0225
 QF0225.No superseded survey control is available for this station.
 QF0225
 QF0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL897746(NAD 83)
 QF0225_MARKER: DB = BENCH MARK DISK
 QF0225_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QF0225_SP_SET: STAINLESS STEEL ROD
 QF0225_STAMPING: M 192 1978
 QF0225_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QF0225
 QF0225  HISTORY     - Date     Condition        Report By
 QF0225  HISTORY     - 1978     MONUMENTED       NGS
 QF0225
 QF0225                          STATION DESCRIPTION
 QF0225
 QF0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0225'9.3 MI SOUTH FROM NORTH AMITY.
 QF0225'9.3 MILES SOUTH ALONG U.S. HIGHWAY 1, FROM THE AMITY BAPTIST AT NORTH
 QF0225'AMITY 224.0 FEET SOUTH-SOUTHWEST OF THE INTERSECTION OF A PAVED ROAD
 QF0225'LEADING SOUTHEAST FROM THE HIGHWAY TO THE VILLAGE OF ORIENT, 59.5
 QF0225'FEETWEST OF AND ACROSS THE HIGHWAY FROM TELEPHONE POLE, 4.0 SOUTH OF
 QF0225'FEET WEST OF AND ACROSS THE HIGHWAY FROM TELEPHONE POLE 416, 29.6
 QF0225'FEET WEST OF CENTER LINE OF HIGHWAY, 4.1 FEET NORTH OF A POWER POLE,
 QF0225'4.0 SOUTH OF A POWER POLE, THE DISK IS 4 INCHES BELOW GROUND, ACCESS
 QF0225'TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG, ALSO 0.1 MILE
 QF0225'NORTHEAST ALONG DEPOT STREET FROM THE TOWN HALL AT DANFORTH,
 QF0225'THENCE 11.1 MILES NORTH ALONG U.S. HIGHWAY 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0203 ***********************************************************************
 QF0203  DESIGNATION -  M 193
 QF0203  PID         -  QF0203
 QF0203  STATE/COUNTY-  ME/WASHINGTON
 QF0203  USGS QUAD   -  LAMBERT LAKE (1988)
 QF0203
 QF0203                         *CURRENT SURVEY CONTROL
 QF0203  ___________________________________________________________________
 QF0203* NAD 83(1986)-  45 31 50.     (N)    067 33 16.     (W)     SCALED    
 QF0203* NAVD 88     -       135.846  (meters)     445.69   (feet)  ADJUSTED  
 QF0203  ___________________________________________________________________
 QF0203  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 QF0203  DYNAMIC HT  -         135.845 (meters)     445.68  (feet)  COMP
 QF0203  MODELED GRAV-     980,608.2   (mgal)                       NAVD 88
 QF0203
 QF0203  VERT ORDER  -  FIRST     CLASS II
 QF0203
 QF0203.The horizontal coordinates were scaled from a topographic map and have
 QF0203.an estimated accuracy of +/- 6 seconds.
 QF0203
 QF0203.The orthometric height was determined by differential leveling
 QF0203.and adjusted by the National Geodetic Survey in June 1991..
 QF0203
 QF0203.The geoid height was determined by GEOID03.
 QF0203
 QF0203.The dynamic height is computed by dividing the NAVD 88
 QF0203.geopotential number by the normal gravity value computed on the
 QF0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0203.degrees latitude (g = 980.6199 gals.).
 QF0203
 QF0203.The modeled gravity was interpolated from observed gravity values.
 QF0203
 QF0203;                    North         East    Units  Estimated Accuracy
 QF0203;SPC ME E     -   207,540.      373,860.      MT  (+/- 180 meters Scaled)
 QF0203
 QF0203                          SUPERSEDED SURVEY CONTROL
 QF0203
 QF0203.No superseded survey control is available for this station.
 QF0203
 QF0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL128429(NAD 83)
 QF0203_MARKER: DB = BENCH MARK DISK
 QF0203_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QF0203_SP_SET: STAINLESS STEEL ROD
 QF0203_STAMPING: M 193 1978
 QF0203_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QF0203
 QF0203  HISTORY     - Date     Condition        Report By
 QF0203  HISTORY     - 1978     MONUMENTED       NGS
 QF0203  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QF0203
 QF0203                          STATION DESCRIPTION
 QF0203
 QF0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0203'1.2 MI SW FROM LAMBERT LAKE.
 QF0203'1.2 MILES SOUTHWEST ALONG STATE HIGHWAY 6 FROM THE CANADIAN PACIFIC
 QF0203'RAILROAD CROSSING AT LAMBERT LAKE, 78.0 FEET WEST-SOUTHWEST OF THE
 QF0203'CENTER LINE OF A GRAVEL ROAD LEADING NORTH, 69.2 FEET WEST OF A
 QF0203'POWER POLE, 36.7 FEET NORTH-NORTHWEST OF THE CENTER LINE OF HIGHWAY.
 QF0203'DISK IS 4 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A
 QF0203'4-INCH PLASTIC SCREW PLUG.
 QF0203
 QF0203                          STATION RECOVERY (1985)
 QF0203
 QF0203'RECOVERY NOTE BY US POWER SQUADRON 1985 (DMW)
 QF0203'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0253 ***********************************************************************
 QF0253  DESIGNATION -  M 194
 QF0253  PID         -  QF0253
 QF0253  STATE/COUNTY-  ME/WASHINGTON
 QF0253  USGS QUAD   -  TOMAH RIDGE (1988)
 QF0253
 QF0253                         *CURRENT SURVEY CONTROL
 QF0253  ___________________________________________________________________
 QF0253* NAD 83(1986)-  45 15 20.     (N)    067 36 50.     (W)     SCALED    
 QF0253* NAVD 88     -        74.602  (meters)     244.76   (feet)  ADJUSTED  
 QF0253  ___________________________________________________________________
 QF0253  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 QF0253  DYNAMIC HT  -          74.601 (meters)     244.75  (feet)  COMP
 QF0253  MODELED GRAV-     980,604.6   (mgal)                       NAVD 88
 QF0253
 QF0253  VERT ORDER  -  FIRST     CLASS II
 QF0253
 QF0253.The horizontal coordinates were scaled from a topographic map and have
 QF0253.an estimated accuracy of +/- 6 seconds.
 QF0253
 QF0253.The orthometric height was determined by differential leveling
 QF0253.and adjusted by the National Geodetic Survey in June 1991..
 QF0253
 QF0253.The geoid height was determined by GEOID03.
 QF0253
 QF0253.The dynamic height is computed by dividing the NAVD 88
 QF0253.geopotential number by the normal gravity value computed on the
 QF0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0253.degrees latitude (g = 980.6199 gals.).
 QF0253
 QF0253.The modeled gravity was interpolated from observed gravity values.
 QF0253
 QF0253;                    North         East    Units  Estimated Accuracy
 QF0253;SPC ME E     -   176,920.      369,550.      MT  (+/- 180 meters Scaled)
 QF0253
 QF0253                          SUPERSEDED SURVEY CONTROL
 QF0253
 QF0253.No superseded survey control is available for this station.
 QF0253
 QF0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL087122(NAD 83)
 QF0253_MARKER: DB = BENCH MARK DISK
 QF0253_SETTING: 66 = SET IN ROCK OUTCROP
 QF0253_SP_SET: OUTCROP
 QF0253_STAMPING: M 194 1978
 QF0253_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0253+STABILITY: POSITION/ELEVATION WELL
 QF0253
 QF0253  HISTORY     - Date     Condition        Report By
 QF0253  HISTORY     - 1978     MONUMENTED       NGS
 QF0253
 QF0253                          STATION DESCRIPTION
 QF0253
 QF0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0253'2.7 MI NW FROM PRINCETON.
 QF0253'2.7 MILES NORTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 QF0253'PRINCETON, AT Y-JUNCTION OF A TRACK ROAD LEADING NORTHWEST, 99.2
 QF0253'FEET SOUTHWEST OF THE CENTER LINE OF HIGHWAY, 23.1 FEET NORTHWEST
 QF0253'OF A 14-INCH PINE TREE WITH A TRIANGULAR BLAZE ON NORTHWEST SIDE,
 QF0253'4.0 FEET SOUTHEAST OF THE CENTER LINE OF TRACK ROAD, IN THE TOP
 QF0253'OF A 1 BY 2-FT. OUTCROP AT THE NORTH CORNER OF CLEARING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0524 ***********************************************************************
 RF0524  DESIGNATION -  M 195
 RF0524  PID         -  RF0524
 RF0524  STATE/COUNTY-  ME/AROOSTOOK
 RF0524  USGS QUAD   -  MC NALLY RIDGE (1986)
 RF0524
 RF0524                         *CURRENT SURVEY CONTROL
 RF0524  ___________________________________________________________________
 RF0524* NAD 83(1986)-  46 18 03.     (N)    068 21 26.     (W)     SCALED    
 RF0524* NAVD 88     -       328.251  (meters)    1076.94   (feet)  ADJUSTED  
 RF0524  ___________________________________________________________________
 RF0524  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 RF0524  DYNAMIC HT  -         328.268 (meters)    1076.99  (feet)  COMP
 RF0524  MODELED GRAV-     980,656.2   (mgal)                       NAVD 88
 RF0524
 RF0524  VERT ORDER  -  FIRST     CLASS II
 RF0524
 RF0524.The horizontal coordinates were scaled from a topographic map and have
 RF0524.an estimated accuracy of +/- 6 seconds.
 RF0524
 RF0524.The orthometric height was determined by differential leveling
 RF0524.and adjusted by the National Geodetic Survey in June 1991..
 RF0524
 RF0524.The geoid height was determined by GEOID03.
 RF0524
 RF0524.The dynamic height is computed by dividing the NAVD 88
 RF0524.geopotential number by the normal gravity value computed on the
 RF0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0524.degrees latitude (g = 980.6199 gals.).
 RF0524
 RF0524.The modeled gravity was interpolated from observed gravity values.
 RF0524
 RF0524;                    North         East    Units  Estimated Accuracy
 RF0524;SPC ME E     -   292,720.      311,000.      MT  (+/- 180 meters Scaled)
 RF0524
 RF0524                          SUPERSEDED SURVEY CONTROL
 RF0524
 RF0524.No superseded survey control is available for this station.
 RF0524
 RF0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM495276(NAD 83)
 RF0524_MARKER: DB = BENCH MARK DISK
 RF0524_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 RF0524_SP_SET: GALVANIZED STEEL ROD
 RF0524_STAMPING: M 195 1978
 RF0524_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0524
 RF0524  HISTORY     - Date     Condition        Report By
 RF0524  HISTORY     - 1978     MONUMENTED       NGS
 RF0524
 RF0524                          STATION DESCRIPTION
 RF0524
 RF0524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0524'17.5 MI NW FROM SMYRNA MILLS.
 RF0524'10.45 MILES NORTHWEST ALONG STATE HIGHWAY 212 FROM THE JUNCTION OF
 RF0524'U.S. HIGHWAY 2 AT SMYRNA MILLS, THENCE 7.0 MILES NORTH ALONG STATE
 RF0524'HIGHWAY 11, ALSO 15.2 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE
 RF0524'CONCRETE BRIDGE OVER ST. CROIX STREAM AT MASARDIS, 2.65 MILES
 RF0524'NORTHWEST OF A 10-FT. METAL PIPE CULVERT TO TRACY BROOK, AT THE
 RF0524'NORTHWEST CORNER PF THE T-JUNCTION OF A DIRT ROAD LEADING WEST,
 RF0524'30.9 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 33.0 FEET NORTH
 RF0524'OF THE CENTER LINE OF THE ROAD, 73.5 FEET SOUTHEAST OF A 7-INCH FIR
 RF0524'TREE, 3.9 FEET WEST OF A POWER POLE. THE DISK IS 1-INCH BELOW
 RF0524'GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0214 ***********************************************************************
 QF0214  DESIGNATION -  M 196
 QF0214  PID         -  QF0214
 QF0214  STATE/COUNTY-  ME/WASHINGTON
 QF0214  USGS QUAD   -  DANFORTH (1988)
 QF0214
 QF0214                         *CURRENT SURVEY CONTROL
 QF0214  ___________________________________________________________________
 QF0214* NAD 83(1986)-  45 39 58.     (N)    067 51 43.     (W)     SCALED    
 QF0214* NAVD 88     -       123.675  (meters)     405.76   (feet)  ADJUSTED  
 QF0214  ___________________________________________________________________
 QF0214  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 QF0214  DYNAMIC HT  -         123.678 (meters)     405.77  (feet)  COMP
 QF0214  MODELED GRAV-     980,632.5   (mgal)                       NAVD 88
 QF0214  OBS GRAVITY -     980,631.4   (mgal)                       GRAV_OBS
 QF0214
 QF0214  VERT ORDER  -  FIRST     CLASS II
 QF0214
 QF0214.The horizontal coordinates were scaled from a topographic map and have
 QF0214.an estimated accuracy of +/- 6 seconds.
 QF0214
 QF0214.The orthometric height was determined by differential leveling
 QF0214.and adjusted by the National Geodetic Survey in June 1991..
 QF0214
 QF0214.The geoid height was determined by GEOID03.
 QF0214
 QF0214.The dynamic height is computed by dividing the NAVD 88
 QF0214.geopotential number by the normal gravity value computed on the
 QF0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0214.degrees latitude (g = 980.6199 gals.).
 QF0214
 QF0214.The modeled gravity was interpolated from observed gravity values.
 QF0214.The observed gravity was obtained from relative gravimeter ties
 QF0214.to the IGSN71 gravity network.
 QF0214
 QF0214;                    North         East    Units  Estimated Accuracy
 QF0214;SPC ME E     -   222,370.      349,720.      MT  (+/- 180 meters Scaled)
 QF0214
 QF0214                          SUPERSEDED SURVEY CONTROL
 QF0214
 QF0214.No superseded survey control is available for this station.
 QF0214
 QF0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL886575(NAD 83)
 QF0214_MARKER: I = METAL ROD
 QF0214_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QF0214_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 QF0214_STAMPING: M 196 1978
 QF0214_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0214+STABILITY: POSITION/ELEVATION WELL
 QF0214
 QF0214  HISTORY     - Date     Condition        Report By
 QF0214  HISTORY     - 1978     MONUMENTED       NGS
 QF0214  HISTORY     - 1978     GOOD             NGS
 QF0214  HISTORY     - 1982     GOOD             NGS
 QF0214  HISTORY     - 19850824 MARK NOT FOUND   USPSQD
 QF0214
 QF0214                          STATION DESCRIPTION
 QF0214
 QF0214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0214'0.6 MI NNE FROM DANFORTH.
 QF0214'0.6 MILE NORTHERLY ALONG U.S. HIGHWAY 1 FROM THE TOWN HALL AT
 QF0214'DANFORTH, ABOUT 190 FEET NORTH ALONG THE HIGHWAY FROM ITS JUNCTION
 QF0214'WITH SPRINGER ROAD, 28.0 FEET EAST OF THE CENTER LINE OF THE
 QF0214'HIGHWAY, ACROSS THE HIGHWAY FROM THE SOUTHMOST OF A ROW OF MAPLE
 QF0214'TREES, 7.0 FEET NORTH OF POWER POLE NUMBER 401-640. THIS BENCH
 QF0214'MARK HAS BEEN DESIGNATED A BASIC NET A LEVEL LINE JUNCTION MARK.
 QF0214
 QF0214                          STATION RECOVERY (1982)
 QF0214
 QF0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QF0214'RECOVERED IN GOOD CONDITION.
 QF0214
 QF0214                          STATION RECOVERY (1985)
 QF0214
 QF0214'RECOVERY NOTE BY US POWER SQUADRON 1985 (WRM)
 QF0214'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0498 ***********************************************************************
 RF0498  DESIGNATION -  M 197
 RF0498  PID         -  RF0498
 RF0498  STATE/COUNTY-  ME/AROOSTOOK
 RF0498  USGS QUAD   -  LUDLOW (1986)
 RF0498
 RF0498                         *CURRENT SURVEY CONTROL
 RF0498  ___________________________________________________________________
 RF0498* NAD 83(1986)-  46 08 44.     (N)    068 04 41.     (W)     SCALED    
 RF0498* NAVD 88     -       237.394  (meters)     778.85   (feet)  ADJUSTED  
 RF0498  ___________________________________________________________________
 RF0498  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 RF0498  DYNAMIC HT  -         237.405 (meters)     778.89  (feet)  COMP
 RF0498  MODELED GRAV-     980,652.6   (mgal)                       NAVD 88
 RF0498
 RF0498  VERT ORDER  -  FIRST     CLASS II
 RF0498
 RF0498.The horizontal coordinates were scaled from a topographic map and have
 RF0498.an estimated accuracy of +/- 6 seconds.
 RF0498
 RF0498.The orthometric height was determined by differential leveling
 RF0498.and adjusted by the National Geodetic Survey in June 1991..
 RF0498
 RF0498.The geoid height was determined by GEOID03.
 RF0498
 RF0498.The dynamic height is computed by dividing the NAVD 88
 RF0498.geopotential number by the normal gravity value computed on the
 RF0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0498.degrees latitude (g = 980.6199 gals.).
 RF0498
 RF0498.The modeled gravity was interpolated from observed gravity values.
 RF0498
 RF0498;                    North         East    Units  Estimated Accuracy
 RF0498;SPC ME E     -   275,540.      332,600.      MT  (+/- 180 meters Scaled)
 RF0498
 RF0498                          SUPERSEDED SURVEY CONTROL
 RF0498
 RF0498.No superseded survey control is available for this station.
 RF0498
 RF0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM712106(NAD 83)
 RF0498_MARKER: DB = BENCH MARK DISK
 RF0498_SETTING: 66 = SET IN ROCK OUTCROP
 RF0498_SP_SET: OUTCROP
 RF0498_STAMPING: M 197 1978
 RF0498_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0498+STABILITY: POSITION/ELEVATION WELL
 RF0498
 RF0498  HISTORY     - Date     Condition        Report By
 RF0498  HISTORY     - 1978     MONUMENTED       NGS
 RF0498
 RF0498                          STATION DESCRIPTION
 RF0498
 RF0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0498'5.85 MI NE FROM OAKFIELD.
 RF0498'5.65 MILES NORTHEAST ALONG AN ASPHALT ROAD FROM THE BANGOR AND
 RF0498'AROOSTOOK RAILROAD OVERPASS AT OAKFIELD, THENCE 0.2 MILE EAST
 RF0498'ALONG U.S. HIGHWAY 2, OPPOSITE AND NORTHWEST OF POWER POLE NUMBER
 RF0498'178, AT A 6-FT. ROCK CUT, 30.8 FEET NORTH OF THE CENTER LINE OF
 RF0498'THE HIGHWAY, 59.0 FEET NORTHWEST OF AND ACROSS THE HIGHWAY FROM
 RF0498'THE POWER POLE, 110.5 FEET WEST OF A POWER POLE, IN THE TOP OF
 RF0498'THE SOUTHWEST END OF A 13 BY 3-FT. ROCK CUT ABOUT 6 FEET ABOVE
 RF0498'THE DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0517 ***********************************************************************
 PD0517  DESIGNATION -  M 198
 PD0517  PID         -  PD0517
 PD0517  STATE/COUNTY-  ME/WASHINGTON
 PD0517  USGS QUAD   -  EASTPORT (1977)
 PD0517
 PD0517                         *CURRENT SURVEY CONTROL
 PD0517  ___________________________________________________________________
 PD0517* NAD 83(1986)-  44 52 55.     (N)    067 01 38.     (W)     SCALED    
 PD0517* NAVD 88     -        14.072  (meters)      46.17   (feet)  ADJUSTED  
 PD0517  ___________________________________________________________________
 PD0517  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 PD0517  DYNAMIC HT  -          14.072 (meters)      46.17  (feet)  COMP
 PD0517  MODELED GRAV-     980,620.8   (mgal)                       NAVD 88
 PD0517
 PD0517  VERT ORDER  -  FIRST     CLASS II
 PD0517
 PD0517.The horizontal coordinates were scaled from a topographic map and have
 PD0517.an estimated accuracy of +/- 6 seconds.
 PD0517
 PD0517.The orthometric height was determined by differential leveling
 PD0517.and adjusted by the National Geodetic Survey in June 1991..
 PD0517
 PD0517.The geoid height was determined by GEOID03.
 PD0517
 PD0517.The dynamic height is computed by dividing the NAVD 88
 PD0517.geopotential number by the normal gravity value computed on the
 PD0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0517.degrees latitude (g = 980.6199 gals.).
 PD0517
 PD0517.The modeled gravity was interpolated from observed gravity values.
 PD0517
 PD0517;                    North         East    Units  Estimated Accuracy
 PD0517;SPC ME E     -   136,080.      416,350.      MT  (+/- 180 meters Scaled)
 PD0517
 PD0517                          SUPERSEDED SURVEY CONTROL
 PD0517
 PD0517.No superseded survey control is available for this station.
 PD0517
 PD0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK558717(NAD 83)
 PD0517_MARKER: DB = BENCH MARK DISK
 PD0517_SETTING: 66 = SET IN ROCK OUTCROP
 PD0517_SP_SET: LEDGE
 PD0517_STAMPING: M 198 1978
 PD0517_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0517+STABILITY: POSITION/ELEVATION WELL
 PD0517
 PD0517  HISTORY     - Date     Condition        Report By
 PD0517  HISTORY     - 1978     MONUMENTED       NGS
 PD0517
 PD0517                          STATION DESCRIPTION
 PD0517
 PD0517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PD0517'3.85 MI NORTH FROM LUBEC.
 PD0517'3.65 MILES NORTH ALONG NORTH LUBEC ROAD FROM THE JUNCTION OF STATE
 PD0517'HIGHWAY 189, 0.6 MILE NORTHWEST OF A SAMALL CEMETERY, THENCE 0.2
 PD0517'NORTHEAST AND SOUTHEAST AND NORTH FOLLOWING A FIELD ROAD, AT THE
 PD0517'SOUTHEAST END OF AN ISLAND OF BRUSH AND ROCK LEDGE WITHIN A HAY
 PD0517'FIELD, ABOUT 363 FEET SOUTHWEST OF THE NEAREST SHORE LINE OF
 PD0517'SMALL COVE, ABOUT 177 FEET SOUTHEAST OF A PROMINENT LONE PINE TREE,
 PD0517'29.7 FEET NORTH OF A 2-INCH SUMAC TREE, IN THE TOP OF A FLAT LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0258 ***********************************************************************
 QG0258  DESIGNATION -  M 2
 QG0258  PID         -  QG0258
 QG0258  STATE/COUNTY-  ME/PENOBSCOT
 QG0258  USGS QUAD   -  HARDY POND (1988)
 QG0258
 QG0258                         *CURRENT SURVEY CONTROL
 QG0258  ___________________________________________________________________
 QG0258* NAD 83(1986)-  45 20 39.     (N)    068 46 56.     (W)     SCALED    
 QG0258* NAVD 88     -        97.079  (meters)     318.50   (feet)  ADJUSTED  
 QG0258  ___________________________________________________________________
 QG0258  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 QG0258  DYNAMIC HT  -          97.078 (meters)     318.50  (feet)  COMP
 QG0258  MODELED GRAV-     980,609.9   (mgal)                       NAVD 88
 QG0258
 QG0258  VERT ORDER  -  FIRST     CLASS II
 QG0258
 QG0258.The horizontal coordinates were scaled from a topographic map and have
 QG0258.an estimated accuracy of +/- 6 seconds.
 QG0258
 QG0258.The orthometric height was determined by differential leveling
 QG0258.and adjusted by the National Geodetic Survey in June 1991..
 QG0258
 QG0258.The geoid height was determined by GEOID03.
 QG0258
 QG0258.The dynamic height is computed by dividing the NAVD 88
 QG0258.geopotential number by the normal gravity value computed on the
 QG0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0258.degrees latitude (g = 980.6199 gals.).
 QG0258
 QG0258.The modeled gravity was interpolated from observed gravity values.
 QG0258
 QG0258;                    North         East    Units  Estimated Accuracy
 QG0258;SPC ME E     -   186,430.      277,880.      MT  (+/- 180 meters Scaled)
 QG0258
 QG0258                          SUPERSEDED SURVEY CONTROL
 QG0258
 QG0258  NGVD 29 (??/??/92)   97.255  (m)          319.08   (f) ADJ UNCH    1 2
 QG0258
 QG0258.Superseded values are not recommended for survey control.
 QG0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0258.See file dsdata.txt to determine how the superseded data were derived.
 QG0258
 QG0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL170212(NAD 83)
 QG0258_MARKER: DB = BENCH MARK DISK
 QG0258_SETTING: 80 = SET IN A BOULDER
 QG0258_SP_SET: BOULDER
 QG0258_STAMPING: ELEV 319.077 FT M 2 1916
 QG0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0258+STABILITY: SURFACE MOTION
 QG0258
 QG0258  HISTORY     - Date     Condition        Report By
 QG0258  HISTORY     - 1916     MONUMENTED       CGS
 QG0258
 QG0258                          STATION DESCRIPTION
 QG0258
 QG0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1916
 QG0258'2.2 MI E FROM HARDY POND.
 QG0258'IN PENOBSCOT COUNTY, 2.2 MILES EAST ALONG THE CANADIAN PACIFIC
 QG0258'RAILWAY FROM HARDY POND, PISCATAQUIS COUNTY, 1.3 MILES
 QG0258'NORTHEAST OF THE PENOBSCOT-PISCATAQUIS COUNTY LINE, 0.3 MILE
 QG0258'SOUTHWEST OF A SPOT KNOWN IN 1934 AS RUSSELLS SIDING, 19-3/4
 QG0258'POLES SOUTH OF MILEPOST 87, 18 YARDS EAST OF THE CENTER LINE
 QG0258'OF THE TRACK, IN THE TOP OF A 4- BY 6-FOOT BOULDER, AND ABOUT
 QG0258'2 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED ELEV 319.077
 QG0258'FT M 2 1916.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1668 ***********************************************************************
 OC1668  DESIGNATION -  M 2 1941
 OC1668  PID         -  OC1668
 OC1668  STATE/COUNTY-  ME/CUMBERLAND
 OC1668  USGS QUAD   -  PORTLAND EAST (1975)
 OC1668
 OC1668                         *CURRENT SURVEY CONTROL
 OC1668  ___________________________________________________________________
 OC1668* NAD 83(1996)-  43 38 18.90365(N)    070 11 58.86852(W)     ADJUSTED  
 OC1668* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 OC1668  ___________________________________________________________________
 OC1668  LAPLACE CORR-           3.01  (seconds)                    DEFLEC99
 OC1668  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 OC1668
 OC1668  HORZ ORDER  -  THIRD
 OC1668
 OC1668.The horizontal coordinates were established by classical geodetic methods
 OC1668.and adjusted by the National Geodetic Survey in March 1998..
 OC1668
 OC1668.The orthometric height was scaled from a topographic map.
 OC1668
 OC1668.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1668
 OC1668.The geoid height was determined by GEOID03.
 OC1668
 OC1668;                    North         East     Units Scale Factor Converg.
 OC1668;SPC ME W     -    89,458.790   897,335.735   MT  0.99996675   -0 01 22.0
 OC1668;UTM  19      - 4,832,431.651   403,233.983   MT  0.99971517   -0 49 40.7
 OC1668
 OC1668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1668!SPC ME W     -   1.00000271  x   0.99996675  =   0.99996946
 OC1668!UTM  19      -   1.00000271  x   0.99971517  =   0.99971788
 OC1668
 OC1668                          SUPERSEDED SURVEY CONTROL
 OC1668
 OC1668  NAD 83(1992)-  43 38 18.90185(N)    070 11 58.86939(W) AD(       ) 4
 OC1668  NAD 83(1986)-  43 38 18.90788(N)    070 11 58.87503(W) AD(       ) 4
 OC1668  NAD 27      -  43 38 18.60600(N)    070 12 00.72300(W) AD(       ) 3
 OC1668
 OC1668.Superseded values are not recommended for survey control.
 OC1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1668.See file dsdata.txt to determine how the superseded data were derived.
 OC1668
 OC1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0323432432(NAD 83)
 OC1668
 OC1668  HISTORY     - Date     Condition        Report By
 OC1668  HISTORY     - 1941     MONUMENTED       CGS
 OC1668
 OC1668                          STATION DESCRIPTION
 OC1668
 OC1668'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1668'STATION IS THE INSTRUMENT CENTER OF THE MINE STATION NEAR BATTERY
 OC1668'CHAPIN.  INSTRUMENT CENTER WAS PROJECTED ON THE ROOF OF THE
 OC1668'WOODEN BUILDING, THEREFORE, NO PERMANENT MARK WAS ESTABLISHED.
 OC1668'
 OC1668'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2176 ***********************************************************************
 OC2176  DESIGNATION -  M 2 NEW 1943
 OC2176  PID         -  OC2176
 OC2176  STATE/COUNTY-  ME/YORK
 OC2176  USGS QUAD   -  KITTERY (1989)
 OC2176
 OC2176                         *CURRENT SURVEY CONTROL
 OC2176  ___________________________________________________________________
 OC2176* NAD 83(1996)-  43 04 03.71384(N)    070 41 30.37380(W)     ADJUSTED  
 OC2176* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 OC2176  ___________________________________________________________________
 OC2176  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 OC2176  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 OC2176
 OC2176  HORZ ORDER  -  SECOND
 OC2176
 OC2176.The horizontal coordinates were established by classical geodetic methods
 OC2176.and adjusted by the National Geodetic Survey in March 1998..
 OC2176
 OC2176.The orthometric height was scaled from a topographic map.
 OC2176
 OC2176.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2176
 OC2176.The geoid height was determined by GEOID03.
 OC2176
 OC2176;                    North         East     Units Scale Factor Converg.
 OC2176;SPC ME W     -    26,168.983   857,230.947   MT  0.99998916   -0 21 30.9
 OC2176;UTM  19      - 4,769,721.479   362,256.676   MT  0.99983341   -1 09 19.5
 OC2176
 OC2176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2176!SPC ME W     -   1.00000185  x   0.99998916  =   0.99999101
 OC2176!UTM  19      -   1.00000185  x   0.99983341  =   0.99983526
 OC2176
 OC2176                          SUPERSEDED SURVEY CONTROL
 OC2176
 OC2176  NAD 83(1992)-  43 04 03.71274(N)    070 41 30.37428(W) AD(       ) 2
 OC2176  NAD 83(1986)-  43 04 03.71604(N)    070 41 30.37816(W) AD(       ) 2
 OC2176  NAD 27      -  43 04 03.39400(N)    070 41 32.19200(W) AD(       ) 2
 OC2176
 OC2176.Superseded values are not recommended for survey control.
 OC2176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2176.See file dsdata.txt to determine how the superseded data were derived.
 OC2176
 OC2176_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH6225769721(NAD 83)
 OC2176
 OC2176  HISTORY     - Date     Condition        Report By
 OC2176  HISTORY     - 1943     MONUMENTED       CGS
 OC2176
 OC2176                          STATION DESCRIPTION
 OC2176
 OC2176'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 OC2176'STATION IS CENTER OF THE INSTRUMENT OF THE MINE STATION ON THE
 OC2176'LEFT SIDE OF A THREE-STORY CONCRETE TOWER AT FORT FOSTER.  IT
 OC2176'IS A STANDARD DISK, STAMPED M 2 1943 AND SET IN THE ROOF OF THE
 OC2176'TOWER DIRECTLY OVER THE INSTRUMENT CENTER.  IT WAS LOCATED BY
 OC2176'DISTANCE AND DIRECTION FROM STATION FOSTER 148.  THIS IS A
 OC2176'NEW M 2 STATION AND SHOULD NOT BE CONFUSED WITH THE M 2 STATION
 OC2176'LOCATED IN 1941 WHICH HAS BEEN DESTROYED.
 OC2176'
 OC2176'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1783 ***********************************************************************
 OC1783  DESIGNATION -  M 2 OVER 2 X 1941
 OC1783  PID         -  OC1783
 OC1783  STATE/COUNTY-  ME/CUMBERLAND
 OC1783  USGS QUAD   -  PORTLAND EAST (1975)
 OC1783
 OC1783                         *CURRENT SURVEY CONTROL
 OC1783  ___________________________________________________________________
 OC1783* NAD 83(1996)-  43 41 30.61949(N)    070 11 04.74836(W)     ADJUSTED  
 OC1783* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 OC1783  ___________________________________________________________________
 OC1783  LAPLACE CORR-           3.59  (seconds)                    DEFLEC99
 OC1783  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 OC1783
 OC1783  HORZ ORDER  -  THIRD
 OC1783
 OC1783.The horizontal coordinates were established by classical geodetic methods
 OC1783.and adjusted by the National Geodetic Survey in March 1998..
 OC1783
 OC1783.The orthometric height was scaled from a topographic map.
 OC1783
 OC1783.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1783
 OC1783.The geoid height was determined by GEOID03.
 OC1783
 OC1783;                    North         East     Units Scale Factor Converg.
 OC1783;SPC ME W     -    95,375.088   898,550.042   MT  0.99996669   -0 00 44.7
 OC1783;UTM  19      - 4,838,328.799   404,531.023   MT  0.99971211   -0 49 06.2
 OC1783
 OC1783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1783!SPC ME W     -   1.00000224  x   0.99996669  =   0.99996893
 OC1783!UTM  19      -   1.00000224  x   0.99971211  =   0.99971435
 OC1783
 OC1783                          SUPERSEDED SURVEY CONTROL
 OC1783
 OC1783  NAD 83(1992)-  43 41 30.61775(N)    070 11 04.74901(W) AD(       ) 4
 OC1783  NAD 83(1986)-  43 41 30.62380(N)    070 11 04.75451(W) AD(       ) 4
 OC1783  NAD 27      -  43 41 30.33300(N)    070 11 06.57700(W) AD(       ) 3
 OC1783
 OC1783.Superseded values are not recommended for survey control.
 OC1783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1783.See file dsdata.txt to determine how the superseded data were derived.
 OC1783
 OC1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0453138329(NAD 83)
 OC1783
 OC1783  HISTORY     - Date     Condition        Report By
 OC1783  HISTORY     - 1941     MONUMENTED       CGS
 OC1783
 OC1783                          STATION DESCRIPTION
 OC1783
 OC1783'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1783'STATION IS LOCATED AT FORT LYONS, ABOUT 0.1 MILE EAST SOUTHEAST
 OC1783'OF THE CENTER OF BATTERY ABBOTT, IN THE MINE STATION.  STATION
 OC1783'IS THE INSTRUMENT CENTER OF THE LEFT INSTRUMENT OF TWO LOOKING
 OC1783'TO SEAWARD.  INSTRUMENT CENTER WAS PROJECTED ON THE ROOF,
 OC1783'THEREFORE NO PERMANENT MARK WAS ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1702 ***********************************************************************
 OC1702  DESIGNATION -  M 2 OVER 2 X OFFSET 1941
 OC1702  PID         -  OC1702
 OC1702  STATE/COUNTY-  ME/CUMBERLAND
 OC1702  USGS QUAD   -  PORTLAND EAST (1975)
 OC1702
 OC1702                         *CURRENT SURVEY CONTROL
 OC1702  ___________________________________________________________________
 OC1702* NAD 83(1996)-  43 41 30.97228(N)    070 11 05.22795(W)     ADJUSTED  
 OC1702* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 OC1702  ___________________________________________________________________
 OC1702  LAPLACE CORR-           3.59  (seconds)                    DEFLEC99
 OC1702  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 OC1702
 OC1702  HORZ ORDER  -  SECOND
 OC1702
 OC1702.The horizontal coordinates were established by classical geodetic methods
 OC1702.and adjusted by the National Geodetic Survey in March 1998..
 OC1702
 OC1702.The orthometric height was scaled from a topographic map.
 OC1702
 OC1702.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1702
 OC1702.The geoid height was determined by GEOID03.
 OC1702
 OC1702;                    North         East     Units Scale Factor Converg.
 OC1702;SPC ME W     -    95,385.978   898,539.305   MT  0.99996669   -0 00 45.1
 OC1702;UTM  19      - 4,838,339.836   404,520.442   MT  0.99971213   -0 49 06.6
 OC1702
 OC1702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1702!SPC ME W     -   1.00000224  x   0.99996669  =   0.99996893
 OC1702!UTM  19      -   1.00000224  x   0.99971213  =   0.99971437
 OC1702
 OC1702                          SUPERSEDED SURVEY CONTROL
 OC1702
 OC1702  NAD 83(1992)-  43 41 30.97054(N)    070 11 05.22860(W) AD(       ) 2
 OC1702  NAD 83(1986)-  43 41 30.97660(N)    070 11 05.23410(W) AD(       ) 2
 OC1702  NAD 27      -  43 41 30.68700(N)    070 11 07.05900(W) AD(       ) 2
 OC1702
 OC1702.Superseded values are not recommended for survey control.
 OC1702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1702.See file dsdata.txt to determine how the superseded data were derived.
 OC1702
 OC1702_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0452038340(NAD 83)
 OC1702_MARKER: W = UNMONUMENTED
 OC1702_SETTING: 0 = UNSPECIFIED SETTING
 OC1702
 OC1702  HISTORY     - Date     Condition        Report By
 OC1702  HISTORY     - 1941     MONUMENTED       CGS
 OC1702
 OC1702                          STATION DESCRIPTION
 OC1702
 OC1702'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 OC1702'SEE STATION COW USE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1782 ***********************************************************************
 OC1782  DESIGNATION -  M 2 OVER 2 Y 1941
 OC1782  PID         -  OC1782
 OC1782  STATE/COUNTY-  ME/CUMBERLAND
 OC1782  USGS QUAD   -  PORTLAND EAST (1975)
 OC1782
 OC1782                         *CURRENT SURVEY CONTROL
 OC1782  ___________________________________________________________________
 OC1782* NAD 83(1996)-  43 41 30.55323(N)    070 11 04.85760(W)     ADJUSTED  
 OC1782* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 OC1782  ___________________________________________________________________
 OC1782  LAPLACE CORR-           3.59  (seconds)                    DEFLEC99
 OC1782  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 OC1782
 OC1782  HORZ ORDER  -  THIRD
 OC1782
 OC1782.The horizontal coordinates were established by classical geodetic methods
 OC1782.and adjusted by the National Geodetic Survey in March 1998..
 OC1782
 OC1782.The orthometric height was scaled from a topographic map.
 OC1782
 OC1782.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1782
 OC1782.The geoid height was determined by GEOID03.
 OC1782
 OC1782;                    North         East     Units Scale Factor Converg.
 OC1782;SPC ME W     -    95,373.044   898,547.595   MT  0.99996669   -0 00 44.8
 OC1782;UTM  19      - 4,838,326.790   404,528.548   MT  0.99971211   -0 49 06.3
 OC1782
 OC1782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1782!SPC ME W     -   1.00000224  x   0.99996669  =   0.99996893
 OC1782!UTM  19      -   1.00000224  x   0.99971211  =   0.99971435
 OC1782
 OC1782                          SUPERSEDED SURVEY CONTROL
 OC1782
 OC1782  NAD 83(1992)-  43 41 30.55149(N)    070 11 04.85825(W) AD(       ) 4
 OC1782  NAD 83(1986)-  43 41 30.55754(N)    070 11 04.86375(W) AD(       ) 4
 OC1782  NAD 27      -  43 41 30.27000(N)    070 11 06.69000(W) AD(       ) 3
 OC1782
 OC1782.Superseded values are not recommended for survey control.
 OC1782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1782.See file dsdata.txt to determine how the superseded data were derived.
 OC1782
 OC1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0452938327(NAD 83)
 OC1782
 OC1782  HISTORY     - Date     Condition        Report By
 OC1782  HISTORY     - 1941     MONUMENTED       CGS
 OC1782
 OC1782                          STATION DESCRIPTION
 OC1782
 OC1782'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1782'STATION IS LOCATED AT FORT LYONS, ABOUT 0.1 MILE EAST SOUTHEAST
 OC1782'OF THE CENTER OF BATTERY ABBOTT IN THE MINE STATION.  STATION
 OC1782'IS THE INSTRUMENT CENTER OF THE RIGHT INSTRUMENT OF TWO
 OC1782'LOOKING TO SEAWARD.  INSTRUMENT CENTER WAS PROJECTED ON THE
 OC1782'ROOF, THEREFORE NO PERMANENT MARK WAS ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0170 ***********************************************************************
 QF0170  DESIGNATION -  M 20
 QF0170  PID         -  QF0170
 QF0170  STATE/COUNTY-  ME/WASHINGTON
 QF0170  USGS QUAD   -  DANFORTH (1988)
 QF0170
 QF0170                         *CURRENT SURVEY CONTROL
 QF0170  ___________________________________________________________________
 QF0170* NAD 83(1986)-  45 41 45.     (N)    067 51 47.     (W)     SCALED    
 QF0170* NAVD 88     -       202.353  (meters)     663.89   (feet)  ADJUSTED  
 QF0170  ___________________________________________________________________
 QF0170  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 QF0170  DYNAMIC HT  -         202.354 (meters)     663.89  (feet)  COMP
 QF0170  MODELED GRAV-     980,617.9   (mgal)                       NAVD 88
 QF0170
 QF0170  VERT ORDER  -  SECOND    CLASS 0
 QF0170
 QF0170.The horizontal coordinates were scaled from a topographic map and have
 QF0170.an estimated accuracy of +/- 6 seconds.
 QF0170
 QF0170.The orthometric height was determined by differential leveling
 QF0170.and adjusted by the National Geodetic Survey in June 1991..
 QF0170
 QF0170.The geoid height was determined by GEOID03.
 QF0170
 QF0170.The dynamic height is computed by dividing the NAVD 88
 QF0170.geopotential number by the normal gravity value computed on the
 QF0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0170.degrees latitude (g = 980.6199 gals.).
 QF0170
 QF0170.The modeled gravity was interpolated from observed gravity values.
 QF0170
 QF0170;                    North         East    Units  Estimated Accuracy
 QF0170;SPC ME E     -   225,670.      349,600.      MT  (+/- 180 meters Scaled)
 QF0170
 QF0170                          SUPERSEDED SURVEY CONTROL
 QF0170
 QF0170  NGVD 29 (??/??/92)  202.513  (m)          664.41   (f) ADJ UNCH    2 0
 QF0170
 QF0170.Superseded values are not recommended for survey control.
 QF0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0170.See file dsdata.txt to determine how the superseded data were derived.
 QF0170
 QF0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL885608(NAD 83)
 QF0170_MARKER: DB = BENCH MARK DISK
 QF0170_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QF0170_SP_SET: CULVERT
 QF0170_STAMPING: 664.411 M 20 1933
 QF0170_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QF0170
 QF0170  HISTORY     - Date     Condition        Report By
 QF0170  HISTORY     - 1933     MONUMENTED       CGS
 QF0170  HISTORY     - 1978     MARK NOT FOUND   NGS
 QF0170
 QF0170                          STATION DESCRIPTION
 QF0170
 QF0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 QF0170'2.4 MI N FROM DANFORTH.
 QF0170'IN AROOSTOOK COUNTY, 2.4 MILES NORTH ALONG U.S. HIGHWAY 1 FROM THE
 QF0170'TOWN HALL AT DANFORTH, WASHINGTON COUNTY, 0.5 MILE NORTH OF THE
 QF0170'JUNCTION OF A ROAD LEADING WEST TO CROPERLY TURN, 200 YARDS NORTH
 QF0170'OF A SMALL APPLE ORCHARD ON THE EAST SIDE OF THE HIGHWAY, AT THE
 QF0170'POINT WHERE THE HIGHWAY CUT CHANGES FROM DIRT TO ROCK, AT A
 QF0170'CULVERT UNDER THE HIGHWAY, IN THE TOP OF THE SOUTH END OF THE
 QF0170'EAST CONCRETE HEAD WALL, 6 YARDS EAST OF THE CENTER LINE OF THE
 QF0170'HIGHWAY, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED
 QF0170'664.411 M 20 1933.
 QF0170
 QF0170                          STATION RECOVERY (1978)
 QF0170
 QF0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QF0170'MARK SEARCHED FOR BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0311 ***********************************************************************
 QF0311  DESIGNATION -  M 200
 QF0311  PID         -  QF0311
 QF0311  STATE/COUNTY-  ME/WASHINGTON
 QF0311  USGS QUAD   -  RED BEACH (1949)
 QF0311
 QF0311                         *CURRENT SURVEY CONTROL
 QF0311  ___________________________________________________________________
 QF0311* NAD 83(1986)-  45 06 41.     (N)    067 08 21.     (W)     SCALED    
 QF0311* NAVD 88     -         9.607  (meters)      31.52   (feet)  ADJUSTED  
 QF0311  ___________________________________________________________________
 QF0311  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 QF0311  DYNAMIC HT  -           9.608 (meters)      31.52  (feet)  COMP
 QF0311  MODELED GRAV-     980,628.4   (mgal)                       NAVD 88
 QF0311
 QF0311  VERT ORDER  -  FIRST     CLASS II
 QF0311
 QF0311.The horizontal coordinates were scaled from a topographic map and have
 QF0311.an estimated accuracy of +/- 6 seconds.
 QF0311
 QF0311.The orthometric height was determined by differential leveling
 QF0311.and adjusted by the National Geodetic Survey in June 1991..
 QF0311
 QF0311.The geoid height was determined by GEOID03.
 QF0311
 QF0311.The dynamic height is computed by dividing the NAVD 88
 QF0311.geopotential number by the normal gravity value computed on the
 QF0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0311.degrees latitude (g = 980.6199 gals.).
 QF0311
 QF0311.The modeled gravity was interpolated from observed gravity values.
 QF0311
 QF0311;                    North         East    Units  Estimated Accuracy
 QF0311;SPC ME E     -   161,420.      407,080.      MT  (+/- 180 meters Scaled)
 QF0311
 QF0311                          SUPERSEDED SURVEY CONTROL
 QF0311
 QF0311.No superseded survey control is available for this station.
 QF0311
 QF0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK463970(NAD 83)
 QF0311_MARKER: DB = BENCH MARK DISK
 QF0311_SETTING: 66 = SET IN ROCK OUTCROP
 QF0311_SP_SET: ROCK OUTCROP
 QF0311_STAMPING: M 200 1978
 QF0311_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0311+STABILITY: POSITION/ELEVATION WELL
 QF0311
 QF0311  HISTORY     - Date     Condition        Report By
 QF0311  HISTORY     - 1978     MONUMENTED       NGS
 QF0311
 QF0311                          STATION DESCRIPTION
 QF0311
 QF0311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0311'0.6 MI SE FROM RED BEACH.
 QF0311'0.6 MILE SOUTHEAST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT RED
 QF0311'BEACH, AT A CONCRETE BOX CULVERT ACROSS A STREAM, 56.2 FT. EAST OF
 QF0311'THE CENTER LINE OF THE HIGHWAY, 32.2 FT. NORTHEAST OF THE NORTHEAST
 QF0311'END OF THE NORTHEAST WING WALL, IN TOP OF A ROCK OUTCROP ON THE EAST
 QF0311'BANK OF THE STREAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI8331 ***********************************************************************
 AI8331  DESIGNATION -  M 206
 AI8331  PID         -  AI8331
 AI8331  STATE/COUNTY-  ME/HANCOCK
 AI8331  USGS QUAD   -  BLUE HILL (1981)
 AI8331
 AI8331                         *CURRENT SURVEY CONTROL
 AI8331  ___________________________________________________________________
 AI8331* NAD 83(1986)-  44 25 11.     (N)    068 37 02.     (W)     SCALED    
 AI8331* NAVD 88     -        49.008  (meters)     160.79   (feet)  ADJUSTED  
 AI8331  ___________________________________________________________________
 AI8331  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 AI8331  DYNAMIC HT  -          49.005 (meters)     160.78  (feet)  COMP
 AI8331  MODELED GRAV-     980,541.3   (mgal)                       NAVD 88
 AI8331
 AI8331  VERT ORDER  -  SECOND    CLASS I
 AI8331
 AI8331.The horizontal coordinates were scaled from a topographic map and have
 AI8331.an estimated accuracy of +/- 6 seconds.
 AI8331
 AI8331.The orthometric height was determined by differential leveling
 AI8331.and adjusted by the National Geodetic Survey in July 2002..
 AI8331
 AI8331.The geoid height was determined by GEOID03.
 AI8331
 AI8331.The dynamic height is computed by dividing the NAVD 88
 AI8331.geopotential number by the normal gravity value computed on the
 AI8331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8331.degrees latitude (g = 980.6199 gals.).
 AI8331
 AI8331.The modeled gravity was interpolated from observed gravity values.
 AI8331
 AI8331;                    North         East    Units  Estimated Accuracy
 AI8331;SPC ME E     -    83,670.      290,670.      MT  (+/- 180 meters Scaled)
 AI8331
 AI8331                          SUPERSEDED SURVEY CONTROL
 AI8331
 AI8331.No superseded survey control is available for this station.
 AI8331
 AI8331_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK304185(NAD 83)
 AI8331_MARKER: DV = VERTICAL CONTROL DISK
 AI8331_SETTING: 66 = SET IN ROCK OUTCROP
 AI8331_STAMPING: M 206 2000
 AI8331_MARK LOGO: NGS   
 AI8331_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8331_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI8331+STABILITY: POSITION/ELEVATION WELL
 AI8331_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI8331+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AI8331
 AI8331  HISTORY     - Date     Condition        Report By
 AI8331  HISTORY     - 2000     MONUMENTED       NGS
 AI8331
 AI8331                          STATION DESCRIPTION
 AI8331
 AI8331'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 AI8331'0.3 KM (0.20 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 176 FROM THE POST
 AI8331'OFFICE IN BLUE HILL, THENCE 2.5 KM (1.55 MI) WESTERLY ALONG STATE
 AI8331'HIGHWAY 177, NEAR THE CENTER OF A 6 BY 10-FOOT EXPOSED ROCK OUTCROP,
 AI8331'10.8 M (35.4 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 7.0 M (23.0 FT)
 AI8331'NORTHWEST OF THE CENTER OF KINGDOM ROAD, 2.3 M (7.5 FT) SOUTH OF
 AI8331'UTILITY POLE NUMBER 72 250 419 WITH 2 GUY CABLES, 0.5 M (1.6 FT) ABOVE
 AI8331'THE LEVEL OF THE HIGHWAY, AND 0.2 M (0.7 FT) SOUTHEAST OF A WITNESS
 AI8331'POST.  NOTE--THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0017 ***********************************************************************
 RE0017  DESIGNATION -  M 21
 RE0017  PID         -  RE0017
 RE0017  STATE/COUNTY-  ME/AROOSTOOK
 RE0017  USGS QUAD   -  HARVEY (1984)
 RE0017
 RE0017                         *CURRENT SURVEY CONTROL
 RE0017  ___________________________________________________________________
 RE0017* NAD 83(1986)-  46 19 30.     (N)    067 52 44.     (W)     SCALED    
 RE0017* NAVD 88     -       144.462  (meters)     473.96   (feet)  ADJUSTED  
 RE0017  ___________________________________________________________________
 RE0017  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 RE0017  DYNAMIC HT  -         144.471 (meters)     473.99  (feet)  COMP
 RE0017  MODELED GRAV-     980,671.4   (mgal)                       NAVD 88
 RE0017
 RE0017  VERT ORDER  -  SECOND    CLASS 0
 RE0017
 RE0017.The horizontal coordinates were scaled from a topographic map and have
 RE0017.an estimated accuracy of +/- 6 seconds.
 RE0017
 RE0017.The orthometric height was determined by differential leveling
 RE0017.and adjusted by the National Geodetic Survey in June 1991..
 RE0017
 RE0017.The geoid height was determined by GEOID03.
 RE0017
 RE0017.The dynamic height is computed by dividing the NAVD 88
 RE0017.geopotential number by the normal gravity value computed on the
 RE0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0017.degrees latitude (g = 980.6199 gals.).
 RE0017
 RE0017.The modeled gravity was interpolated from observed gravity values.
 RE0017
 RE0017;                    North         East    Units  Estimated Accuracy
 RE0017;SPC ME E     -   295,580.      347,830.      MT  (+/- 180 meters Scaled)
 RE0017
 RE0017                          SUPERSEDED SURVEY CONTROL
 RE0017
 RE0017  NGVD 29 (??/??/92)  144.654  (m)          474.59   (f) ADJ UNCH    2 0
 RE0017
 RE0017.Superseded values are not recommended for survey control.
 RE0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0017.See file dsdata.txt to determine how the superseded data were derived.
 RE0017
 RE0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM863307(NAD 83)
 RE0017_MARKER: DB = BENCH MARK DISK
 RE0017_SETTING: 80 = SET IN A BOULDER
 RE0017_SP_SET: BOULDER
 RE0017_STAMPING: M 21 1933
 RE0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RE0017+STABILITY: SURFACE MOTION
 RE0017
 RE0017  HISTORY     - Date     Condition        Report By
 RE0017  HISTORY     - 1933     MONUMENTED       CGS
 RE0017  HISTORY     - 1951     GOOD             NGS
 RE0017
 RE0017                          STATION DESCRIPTION
 RE0017
 RE0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 RE0017'2.3 MI N FROM MONTICELLO.
 RE0017'2.3 MILES NORTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 RE0017'MONTICELLO, AROOSTOOK COUNTY, AT MILEAGE 180.69, 120 FEET EAST
 RE0017'OF THE CENTERLINE OF THE TRACK, IN THE TOP OF A 4- BY 5-FOOT
 RE0017'BOULDER, AND LEVEL WITH THE TOP OF THE RAIL.  A STANDARD DISK,
 RE0017'STAMPED M 21 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0024 ***********************************************************************
 RF0024  DESIGNATION -  M 22
 RF0024  PID         -  RF0024
 RF0024  STATE/COUNTY-  ME/AROOSTOOK
 RF0024  USGS QUAD   -  NEW SWEDEN (1978)
 RF0024
 RF0024                         *CURRENT SURVEY CONTROL
 RF0024  ___________________________________________________________________
 RF0024* NAD 83(1986)-  46 59 33.     (N)    068 06 48.     (W)     SCALED    
 RF0024* NAVD 88     -       177.887  (meters)     583.62   (feet)  ADJUSTED  
 RF0024  ___________________________________________________________________
 RF0024  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 RF0024  DYNAMIC HT  -         177.908 (meters)     583.69  (feet)  COMP
 RF0024  MODELED GRAV-     980,724.9   (mgal)                       NAVD 88
 RF0024
 RF0024  VERT ORDER  -  SECOND    CLASS 0
 RF0024
 RF0024.The horizontal coordinates were scaled from a topographic map and have
 RF0024.an estimated accuracy of +/- 6 seconds.
 RF0024
 RF0024.The orthometric height was determined by differential leveling
 RF0024.and adjusted by the National Geodetic Survey in June 1991..
 RF0024
 RF0024.The geoid height was determined by GEOID03.
 RF0024
 RF0024.The dynamic height is computed by dividing the NAVD 88
 RF0024.geopotential number by the normal gravity value computed on the
 RF0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0024.degrees latitude (g = 980.6199 gals.).
 RF0024
 RF0024.The modeled gravity was interpolated from observed gravity values.
 RF0024
 RF0024;                    North         East    Units  Estimated Accuracy
 RF0024;SPC ME E     -   369,660.      329,410.      MT  (+/- 180 meters Scaled)
 RF0024
 RF0024                          SUPERSEDED SURVEY CONTROL
 RF0024
 RF0024  NGVD 29 (??/??/92)  178.067  (m)          584.21   (f) ADJ UNCH    2 0
 RF0024
 RF0024.Superseded values are not recommended for survey control.
 RF0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0024.See file dsdata.txt to determine how the superseded data were derived.
 RF0024
 RF0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN674047(NAD 83)
 RF0024_MARKER: DB = BENCH MARK DISK
 RF0024_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RF0024_SP_SET: HEADWALL
 RF0024_STAMPING: M 22 1933
 RF0024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RF0024
 RF0024  HISTORY     - Date     Condition        Report By
 RF0024  HISTORY     - 1933     MONUMENTED       CGS
 RF0024
 RF0024                          STATION DESCRIPTION
 RF0024
 RF0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 RF0024'3 MI N FROM NEW SWEDEN.
 RF0024'3.0 MILES NORTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM NEW
 RF0024'SWEDEN, AROOSTOOK COUNTY, AT MILEAGE 238.53, ABOUT 650 FEET SOUTH
 RF0024'OF A DIRT-ROAD CROSSING AT MILEAGE 238.70, 8 FEET NORTHWEST OF
 RF0024'THE CENTERLINE OF THE TRACK, IN THE TOP OF A CONCRETE HEADWALL,
 RF0024'AND ABOUT 1/2 FOOT LOWER THAN THE TOP OF THE RAIL.  A STANDARD
 RF0024'DISK, STAMPED M 22 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0822 ***********************************************************************
 QG0822  DESIGNATION -  M 24
 QG0822  PID         -  QG0822
 QG0822  STATE/COUNTY-  ME/SOMERSET
 QG0822  USGS QUAD   -  MAHONEY HILL (1989)
 QG0822
 QG0822                         *CURRENT SURVEY CONTROL
 QG0822  ___________________________________________________________________
 QG0822* NAD 83(1986)-  45 04 21.     (N)    069 52 22.     (W)     SCALED    
 QG0822* NAVD 88     -       158.525  (meters)     520.09   (feet)  ADJUSTED  
 QG0822  ___________________________________________________________________
 QG0822  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 QG0822  DYNAMIC HT  -         158.516 (meters)     520.06  (feet)  COMP
 QG0822  MODELED GRAV-     980,558.3   (mgal)                       NAVD 88
 QG0822
 QG0822  VERT ORDER  -  SECOND    CLASS 0
 QG0822
 QG0822.The horizontal coordinates were scaled from a topographic map and have
 QG0822.an estimated accuracy of +/- 6 seconds.
 QG0822
 QG0822.The orthometric height was determined by differential leveling
 QG0822.and adjusted by the National Geodetic Survey in June 1991..
 QG0822
 QG0822.The geoid height was determined by GEOID03.
 QG0822
 QG0822.The dynamic height is computed by dividing the NAVD 88
 QG0822.geopotential number by the normal gravity value computed on the
 QG0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0822.degrees latitude (g = 980.6199 gals.).
 QG0822
 QG0822.The modeled gravity was interpolated from observed gravity values.
 QG0822
 QG0822;                    North         East    Units  Estimated Accuracy
 QG0822;SPC ME W     -   248,830.      923,140.      MT  (+/- 180 meters Scaled)
 QG0822
 QG0822                          SUPERSEDED SURVEY CONTROL
 QG0822
 QG0822  NGVD 29 (??/??/92)  158.683  (m)          520.61   (f) ADJ UNCH    2 0
 QG0822
 QG0822.Superseded values are not recommended for survey control.
 QG0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0822.See file dsdata.txt to determine how the superseded data were derived.
 QG0822
 QG0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK312913(NAD 83)
 QG0822_MARKER: DB = BENCH MARK DISK
 QG0822_SETTING: 80 = SET IN A BOULDER
 QG0822_SP_SET: BOULDER
 QG0822_STAMPING: 520.612 M 24 1933
 QG0822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0822+STABILITY: SURFACE MOTION
 QG0822
 QG0822  HISTORY     - Date     Condition        Report By
 QG0822  HISTORY     - 1933     MONUMENTED       CGS
 QG0822  HISTORY     - 1942     GOOD             NGS
 QG0822  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 QG0822
 QG0822                          STATION DESCRIPTION
 QG0822
 QG0822'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 QG0822'1 MI E FROM BINGHAM.
 QG0822'1.0 MILE EAST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE AT
 QG0822'BINGHAM, SOMERSET COUNTY, AT THE INTERSECTION OF A DIRT ROAD,
 QG0822'215 FEET NORTH OF THE CENTER OF THE INTERSECTION, 85 FEET NORTHWEST
 QG0822'OF THE CENTER LINE OF THE HIGHWAY, IN THE SOUTHWEST CORNER OF A
 QG0822'SMALL MEADOW, 18 FEET EAST OF THE SECOND POLE NORTH OF THE
 QG0822'INTERSECTION, 9 FEET EAST OF A FENCE LINE PARALLELING THE DIRT
 QG0822'ROAD, IN THE TOP OF A 3- BY 5-FOOT BOULDER PROJECTING ABOUT
 QG0822'1 FOOT ABOVE THE GROUND, AND ABOUT 10 FEET HIGHER THAN THE
 QG0822'HIGHWAY.  A STANDARD DISK, STAMPED 520.612 M 24 1933.
 QG0822
 QG0822                          STATION RECOVERY (1942)
 QG0822
 QG0822'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 QG0822'RECOVERED IN GOOD CONDITION.
 QG0822
 QG0822                          STATION RECOVERY (1986)
 QG0822
 QG0822'RECOVERY NOTE BY US POWER SQUADRON 1986 (WRM)
 QG0822'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1516 ***********************************************************************
 PE1516  DESIGNATION -  M 25
 PE1516  PID         -  PE1516
 PE1516  STATE/COUNTY-  ME/SOMERSET
 PE1516  USGS QUAD   -  MADISON WEST (1989)
 PE1516
 PE1516                         *CURRENT SURVEY CONTROL
 PE1516  ___________________________________________________________________
 PE1516* NAD 83(1986)-  44 52 16.     (N)    069 56 51.     (W)     SCALED    
 PE1516* NAVD 88     -       120.445  (meters)     395.16   (feet)  ADJUSTED  
 PE1516  ___________________________________________________________________
 PE1516  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 PE1516  DYNAMIC HT  -         120.437 (meters)     395.13  (feet)  COMP
 PE1516  MODELED GRAV-     980,548.9   (mgal)                       NAVD 88
 PE1516
 PE1516  VERT ORDER  -  SECOND    CLASS 0
 PE1516
 PE1516.The horizontal coordinates were scaled from a topographic map and have
 PE1516.an estimated accuracy of +/- 6 seconds.
 PE1516
 PE1516.The orthometric height was determined by differential leveling
 PE1516.and adjusted by the National Geodetic Survey in June 1991..
 PE1516
 PE1516.The geoid height was determined by GEOID03.
 PE1516
 PE1516.The dynamic height is computed by dividing the NAVD 88
 PE1516.geopotential number by the normal gravity value computed on the
 PE1516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1516.degrees latitude (g = 980.6199 gals.).
 PE1516
 PE1516.The modeled gravity was interpolated from observed gravity values.
 PE1516
 PE1516;                    North         East    Units  Estimated Accuracy
 PE1516;SPC ME W     -   226,430.      917,320.      MT  (+/- 180 meters Scaled)
 PE1516
 PE1516                          SUPERSEDED SURVEY CONTROL
 PE1516
 PE1516  NGVD 29 (??/??/92)  120.616  (m)          395.72   (f) ADJ UNCH    2 0
 PE1516
 PE1516.Superseded values are not recommended for survey control.
 PE1516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1516.See file dsdata.txt to determine how the superseded data were derived.
 PE1516
 PE1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK251690(NAD 83)
 PE1516_MARKER: DB = BENCH MARK DISK
 PE1516_SETTING: 66 = SET IN ROCK OUTCROP
 PE1516_SP_SET: ROCK OUTCROP
 PE1516_STAMPING: M 25 1933 395.721
 PE1516_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1516+STABILITY: POSITION/ELEVATION WELL
 PE1516
 PE1516  HISTORY     - Date     Condition        Report By
 PE1516  HISTORY     - 1933     MONUMENTED       CGS
 PE1516  HISTORY     - 1934     GOOD             NGS
 PE1516
 PE1516                          STATION DESCRIPTION
 PE1516
 PE1516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PE1516'2.5 MI W FROM NORTH ANSON.
 PE1516'2.5 MILES WEST ALONG STATE HIGHWAY 16 FROM THE MAINE CENTRAL
 PE1516'RAILROAD STATION AT NORTH ANSON, SOMERSET COUNTY, 200 YARDS
 PE1516'SOUTHEAST OF THE SUMMIT OF A HILL, 100 YARDS EAST OF A LARGE
 PE1516'FARMHOUSE, 25 YARDS NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 PE1516'IN A FIELD, IN THE TOP OF A LARGE ROCK PROJECTION, AND 2 FEET
 PE1516'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED 395.721 M 25
 PE1516'1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0894 ***********************************************************************
 PF0894  DESIGNATION -  M 26 RESET 1977
 PF0894  PID         -  PF0894
 PF0894  STATE/COUNTY-  ME/OXFORD
 PF0894  USGS QUAD   -  RUMFORD (1969)
 PF0894
 PF0894                         *CURRENT SURVEY CONTROL
 PF0894  ___________________________________________________________________
 PF0894* NAD 83(1986)-  44 33 03.     (N)    070 32 34.     (W)     SCALED    
 PF0894* NAVD 88     -       139.77   (+/-2cm)     458.6    (feet)  VERTCON   
 PF0894  ___________________________________________________________________
 PF0894  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 PF0894
 PF0894  VERT ORDER  -  THIRD (See Below)
 PF0894
 PF0894.The horizontal coordinates were scaled from a topographic map and have
 PF0894.an estimated accuracy of +/- 6 seconds.
 PF0894
 PF0894.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF0894.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF0894.The vertical order pertains to the NGVD 29 superseded value.
 PF0894
 PF0894.The geoid height was determined by GEOID03.
 PF0894
 PF0894;                    North         East    Units  Estimated Accuracy
 PF0894;SPC ME W     -   190,890.      870,120.      MT  (+/- 180 meters Scaled)
 PF0894
 PF0894                          SUPERSEDED SURVEY CONTROL
 PF0894
 PF0894  NGVD 29 (01/19/06)  139.92   (m)          459.1    (f) RESET       3  
 PF0894
 PF0894.Superseded values are not recommended for survey control.
 PF0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0894.See file dsdata.txt to determine how the superseded data were derived.
 PF0894
 PF0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK774342(NAD 83)
 PF0894_MARKER: DB = BENCH MARK DISK
 PF0894_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PF0894_SP_SET: ABUTMENT
 PF0894_STAMPING: M 26 RESET 1977
 PF0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0894+STABILITY: SURFACE MOTION
 PF0894
 PF0894  HISTORY     - Date     Condition        Report By
 PF0894  HISTORY     - 1977     MONUMENTED       MEDT
 PF0894
 PF0894                          STATION DESCRIPTION
 PF0894
 PF0894'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1977
 PF0894'IN RUMFORD.
 PF0894'IN RUMFORD, THE NORTHWEST CORNER OF THE UPPER PARKING LOT OF THE
 PF0894'OXFORD PAPER COMPANY, IN THE SOUTH END OF THE EAST ABUTMENT, OF THE
 PF0894'FOOT BRIDGE OVER THE ANDROSCOGGIN RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0185 ***********************************************************************
 PF0185  DESIGNATION -  M 28
 PF0185  PID         -  PF0185
 PF0185  STATE/COUNTY-  ME/CUMBERLAND
 PF0185  USGS QUAD   -  BRIDGTON (1983)
 PF0185
 PF0185                         *CURRENT SURVEY CONTROL
 PF0185  ___________________________________________________________________
 PF0185* NAD 83(1986)-  44 06 39.     (N)    070 41 21.     (W)     SCALED    
 PF0185* NAVD 88     -        85.758  (meters)     281.36   (feet)  ADJUSTED  
 PF0185  ___________________________________________________________________
 PF0185  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 PF0185  DYNAMIC HT  -          85.746 (meters)     281.32  (feet)  COMP
 PF0185  MODELED GRAV-     980,476.1   (mgal)                       NAVD 88
 PF0185
 PF0185  VERT ORDER  -  SECOND    CLASS 0
 PF0185
 PF0185.The horizontal coordinates were scaled from a topographic map and have
 PF0185.an estimated accuracy of +/- 6 seconds.
 PF0185
 PF0185.The orthometric height was determined by differential leveling
 PF0185.and adjusted by the National Geodetic Survey in June 1991..
 PF0185
 PF0185.The geoid height was determined by GEOID03.
 PF0185
 PF0185.The dynamic height is computed by dividing the NAVD 88
 PF0185.geopotential number by the normal gravity value computed on the
 PF0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0185.degrees latitude (g = 980.6199 gals.).
 PF0185
 PF0185.The modeled gravity was interpolated from observed gravity values.
 PF0185
 PF0185;                    North         East    Units  Estimated Accuracy
 PF0185;SPC ME W     -   142,060.      858,170.      MT  (+/- 180 meters Scaled)
 PF0185
 PF0185                          SUPERSEDED SURVEY CONTROL
 PF0185
 PF0185  NGVD 29 (??/??/92)   85.932  (m)          281.93   (f) ADJ UNCH    2 0
 PF0185
 PF0185.Superseded values are not recommended for survey control.
 PF0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0185.See file dsdata.txt to determine how the superseded data were derived.
 PF0185
 PF0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ648855(NAD 83)
 PF0185_MARKER: DB = BENCH MARK DISK
 PF0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PF0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PF0185_STAMPING: M 28 1935
 PF0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0185+STABILITY: SURFACE MOTION
 PF0185
 PF0185  HISTORY     - Date     Condition        Report By
 PF0185  HISTORY     - 1935     MONUMENTED       CGS
 PF0185  HISTORY     - 20040428 MARK NOT FOUND   GEOCAC
 PF0185
 PF0185                          STATION DESCRIPTION
 PF0185
 PF0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PF0185'0.5 MI SW FROM HARRISON.
 PF0185'ABOUT 0.5 MILE SOUTHWEST ALONG STATE HIGHWAY 117 FROM THE POST
 PF0185'OFFICE AT HARRISON, CUMBERLAND COUNTY, 43 FEET NORTHEAST OF
 PF0185'POLE 165, 12.7 FEET WEST OF THE BRIDGTON-HARRISON TOWN LINE
 PF0185'SIGN, AND 33 FEET WEST OF THE CENTER LINE OF THE HIGHWAY.  A
 PF0185'STANDARD DISK, STAMPED M 28 1935 AND SET IN THE TOP OF A CONCRETE
 PF0185'POST ABOUT FLUSH WITH THE GROUND.
 PF0185
 PF0185                          STATION RECOVERY (2004)
 PF0185
 PF0185'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 PF0185'I DO NOT THINK THIS MARKER SHOULD BE ON THE LOGS. IT WAS REPLACED BY M
 PF0185'28 RESET 1964, PF0186.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0186 ***********************************************************************
 PF0186  DESIGNATION -  M 28 RESET 1964
 PF0186  PID         -  PF0186
 PF0186  STATE/COUNTY-  ME/CUMBERLAND
 PF0186  USGS QUAD   -  BRIDGTON (1983)
 PF0186
 PF0186                         *CURRENT SURVEY CONTROL
 PF0186  ___________________________________________________________________
 PF0186* NAD 83(1986)-  44 06 39.     (N)    070 41 21.     (W)     SCALED    
 PF0186* NAVD 88     -        83.49   (meters)     273.9    (feet)  RESET     
 PF0186  ___________________________________________________________________
 PF0186  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 PF0186
 PF0186  VERT ORDER  -  THIRD
 PF0186
 PF0186.The horizontal coordinates were scaled from a topographic map and have
 PF0186.an estimated accuracy of +/- 6 seconds.
 PF0186
 PF0186.The orthometric height was computed from unverified reset data.
 PF0186
 PF0186.The geoid height was determined by GEOID03.
 PF0186
 PF0186;                    North         East    Units  Estimated Accuracy
 PF0186;SPC ME W     -   142,060.      858,170.      MT  (+/- 180 meters Scaled)
 PF0186
 PF0186                          SUPERSEDED SURVEY CONTROL
 PF0186
 PF0186  NGVD 29 (??/??/??)   83.66   (m)          274.5    (f) RESET       3  
 PF0186
 PF0186.Superseded values are not recommended for survey control.
 PF0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0186.See file dsdata.txt to determine how the superseded data were derived.
 PF0186
 PF0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ648855(NAD 83)
 PF0186_MARKER: DB = BENCH MARK DISK
 PF0186_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PF0186_SP_SET: ABUTMENT
 PF0186_STAMPING: M 28 RESET 1964
 PF0186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PF0186+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2004
 PF0186
 PF0186  HISTORY     - Date     Condition        Report By
 PF0186  HISTORY     - 1964     MONUMENTED       MEHD
 PF0186  HISTORY     - 1965     GOOD             NGS
 PF0186  HISTORY     - 19930626 GOOD             USPSQD
 PF0186  HISTORY     - 20040331 GOOD             GEOCAC
 PF0186
 PF0186                          STATION DESCRIPTION
 PF0186
 PF0186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 PF0186'0.4 MI SW FROM HARRISON.
 PF0186'ABOUT 0.4 MILES SOUTHWEST ALONG STATE HIGHWAY 117 FROM THE POST
 PF0186'OFFICE AT HARRISON, CUMBERLAND COUNTY, 22 FEET LEFT OF THE
 PF0186'CENTERLINE OF THE HIGHWAY, SET FLUSH IN THE SOUTHEAST ABUTMENT
 PF0186'OF BEAR RIVER BRIDGE.
 PF0186
 PF0186                          STATION RECOVERY (1993)
 PF0186
 PF0186'RECOVERY NOTE BY US POWER SQUADRON 1993 (AMW)
 PF0186'RECOVERED IN GOOD CONDITION.
 PF0186
 PF0186                          STATION RECOVERY (2004)
 PF0186
 PF0186'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 PF0186'VERY BAD CO-ORDINATES. I PLOT THEM AS FOLLOWS
 PF0186' 
 PF0186'44 DEGREES 06.650 N
 PF0186'070 DEGREES 41.350 W
 PF0186' 
 PF0186'DESCRIPTION OTHERWISE ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0053 ***********************************************************************
 PF0053  DESIGNATION -  M 29
 PF0053  PID         -  PF0053
 PF0053  STATE/COUNTY-  ME/FRANKLIN
 PF0053  USGS QUAD   -  STRONG (1989)
 PF0053
 PF0053                         *CURRENT SURVEY CONTROL
 PF0053  ___________________________________________________________________
 PF0053* NAD 83(1986)-  44 45 16.     (N)    070 12 17.     (W)     SCALED    
 PF0053* NAVD 88     -       120.969  (meters)     396.88   (feet)  ADJUSTED  
 PF0053  ___________________________________________________________________
 PF0053  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 PF0053  DYNAMIC HT  -         120.958 (meters)     396.84  (feet)  COMP
 PF0053  MODELED GRAV-     980,528.9   (mgal)                       NAVD 88
 PF0053
 PF0053  VERT ORDER  -  SECOND    CLASS 0
 PF0053
 PF0053.The horizontal coordinates were scaled from a topographic map and have
 PF0053.an estimated accuracy of +/- 6 seconds.
 PF0053
 PF0053.The orthometric height was determined by differential leveling
 PF0053.and adjusted by the National Geodetic Survey in June 1991..
 PF0053
 PF0053.The geoid height was determined by GEOID03.
 PF0053
 PF0053.The dynamic height is computed by dividing the NAVD 88
 PF0053.geopotential number by the normal gravity value computed on the
 PF0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0053.degrees latitude (g = 980.6199 gals.).
 PF0053
 PF0053.The modeled gravity was interpolated from observed gravity values.
 PF0053
 PF0053;                    North         East    Units  Estimated Accuracy
 PF0053;SPC ME W     -   213,450.      896,990.      MT  (+/- 180 meters Scaled)
 PF0053
 PF0053                          SUPERSEDED SURVEY CONTROL
 PF0053
 PF0053  NGVD 29 (??/??/92)  121.114  (m)          397.35   (f) ADJ UNCH    2 0
 PF0053
 PF0053.Superseded values are not recommended for survey control.
 PF0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0053.See file dsdata.txt to determine how the superseded data were derived.
 PF0053
 PF0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK046563(NAD 83)
 PF0053_MARKER: DB = BENCH MARK DISK
 PF0053_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PF0053_SP_SET: CULVERT
 PF0053_STAMPING: M 28 1935
 PF0053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PF0053
 PF0053  HISTORY     - Date     Condition        Report By
 PF0053  HISTORY     - 1935     MONUMENTED       CGS
 PF0053  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 PF0053  HISTORY     - 20040908 MARK NOT FOUND   USPSQD
 PF0053
 PF0053                          STATION DESCRIPTION
 PF0053
 PF0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PF0053'3.8 MI S FROM STRONG.
 PF0053'3.8 MILES SOUTH ALONG THE SANDY RIVER AND RANGELEY LAKE RAILROAD
 PF0053'FROM THE FOSTER MEMORIAL BUILDING AT STRONG, FRANKLIN COUNTY, 254
 PF0053'YARDS NORTH OF A 8- BY 10-FOOT CONCRETE CULVERT OVER A BROOK, 24
 PF0053'FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 4, AT A PROPERTY LINE
 PF0053'CORNER, AND IN LINE WITH THE RIGHT-OF-WAY FENCE.
 PF0053
 PF0053                          STATION RECOVERY (1986)
 PF0053
 PF0053'RECOVERY NOTE BY US POWER SQUADRON 1986 (WRM)
 PF0053'MARK NOT FOUND.
 PF0053
 PF0053                          STATION RECOVERY (2004)
 PF0053
 PF0053'RECOVERY NOTE BY US POWER SQUADRON 2004 (GBM)
 PF0053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0148 ***********************************************************************
 QF0148  DESIGNATION -  M 3
 QF0148  PID         -  QF0148
 QF0148  STATE/COUNTY-  ME/WASHINGTON
 QF0148  USGS QUAD   -  BROOKTON (1988)
 QF0148
 QF0148                         *CURRENT SURVEY CONTROL
 QF0148  ___________________________________________________________________
 QF0148* NAD 83(1986)-  45 35 41.     (N)    067 47 10.     (W)     SCALED    
 QF0148* NAVD 88     -       124.763  (meters)     409.33   (feet)  ADJUSTED  
 QF0148  ___________________________________________________________________
 QF0148  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 QF0148  DYNAMIC HT  -         124.763 (meters)     409.33  (feet)  COMP
 QF0148  MODELED GRAV-     980,613.9   (mgal)                       NAVD 88
 QF0148
 QF0148  VERT ORDER  -  FIRST     CLASS II
 QF0148
 QF0148.The horizontal coordinates were scaled from a topographic map and have
 QF0148.an estimated accuracy of +/- 6 seconds.
 QF0148
 QF0148.The orthometric height was determined by differential leveling
 QF0148.and adjusted by the National Geodetic Survey in June 1991..
 QF0148
 QF0148.The geoid height was determined by GEOID03.
 QF0148
 QF0148.The dynamic height is computed by dividing the NAVD 88
 QF0148.geopotential number by the normal gravity value computed on the
 QF0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0148.degrees latitude (g = 980.6199 gals.).
 QF0148
 QF0148.The modeled gravity was interpolated from observed gravity values.
 QF0148
 QF0148;                    North         East    Units  Estimated Accuracy
 QF0148;SPC ME E     -   214,480.      355,700.      MT  (+/- 180 meters Scaled)
 QF0148
 QF0148                          SUPERSEDED SURVEY CONTROL
 QF0148
 QF0148.No superseded survey control is available for this station.
 QF0148
 QF0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL946497(NAD 83)
 QF0148_MARKER: DB = BENCH MARK DISK
 QF0148_SETTING: 80 = SET IN A BOULDER
 QF0148_SP_SET: BOULDER
 QF0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0148+STABILITY: SURFACE MOTION
 QF0148
 QF0148  HISTORY     - Date     Condition        Report By
 QF0148  HISTORY     - UNK      MONUMENTED       CGS
 QF0148  HISTORY     - 1916     GOOD             NGS
 QF0148  HISTORY     - 1978     GOOD             NGS
 QF0148
 QF0148                          STATION DESCRIPTION
 QF0148
 QF0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1916
 QF0148'1 MI SE FROM EATON.
 QF0148'ABOUT 1 MILE SOUTHEAST OF EATON, WASHINGTON COUNTY, ALONG
 QF0148'THE MAINE CENTRAL RAILROAD, 34 POLES SOUTHEAST OF MILEPOST V 21,
 QF0148'40 RAILS SOUTHEAST OF BLOCK SIGNAL E 2304, ABOUT 15 YARDS
 QF0148'NORTHEAST OF THE CENTER LINE OF THE TRACK, IN THE TOP OF A
 QF0148'3-BY 4-FOOT JAGGED BOULDER STREAKED WITH FELDSPAR, AND ABOUT
 QF0148'3 FEET ABOVE THE GROUND SURFACE.  A STANDARD DISK.
 QF0148
 QF0148                          STATION RECOVERY (1978)
 QF0148
 QF0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QF0148'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0250 ***********************************************************************
 OB0250  DESIGNATION -  M 30
 OB0250  PID         -  OB0250
 OB0250  STATE/COUNTY-  ME/SAGADAHOC
 OB0250  USGS QUAD   -  BRUNSWICK (1980)
 OB0250
 OB0250                         *CURRENT SURVEY CONTROL
 OB0250  ___________________________________________________________________
 OB0250* NAD 83(1986)-  43 57 31.     (N)    069 55 43.     (W)     SCALED    
 OB0250* NAVD 88     -        21.602  (meters)      70.87   (feet)  ADJUSTED  
 OB0250  ___________________________________________________________________
 OB0250  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 OB0250  DYNAMIC HT  -          21.600 (meters)      70.87  (feet)  COMP
 OB0250  MODELED GRAV-     980,516.7   (mgal)                       NAVD 88
 OB0250
 OB0250  VERT ORDER  -  SECOND    CLASS 0
 OB0250
 OB0250.The horizontal coordinates were scaled from a topographic map and have
 OB0250.an estimated accuracy of +/- 6 seconds.
 OB0250
 OB0250.The orthometric height was determined by differential leveling
 OB0250.and adjusted by the National Geodetic Survey in June 1991..
 OB0250
 OB0250.The geoid height was determined by GEOID03.
 OB0250
 OB0250.The dynamic height is computed by dividing the NAVD 88
 OB0250.geopotential number by the normal gravity value computed on the
 OB0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0250.degrees latitude (g = 980.6199 gals.).
 OB0250
 OB0250.The modeled gravity was interpolated from observed gravity values.
 OB0250
 OB0250;                    North         East    Units  Estimated Accuracy
 OB0250;SPC ME W     -   125,040.      919,110.      MT  (+/- 180 meters Scaled)
 OB0250
 OB0250                          SUPERSEDED SURVEY CONTROL
 OB0250
 OB0250  NGVD 29 (??/??/92)   21.800  (m)           71.52   (f) ADJ UNCH    2 0
 OB0250
 OB0250.Superseded values are not recommended for survey control.
 OB0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0250.See file dsdata.txt to determine how the superseded data were derived.
 OB0250
 OB0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ254676(NAD 83)
 OB0250_MARKER: DB = BENCH MARK DISK
 OB0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OB0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OB0250_STAMPING: M 30 1935
 OB0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OB0250+STABILITY: SURFACE MOTION
 OB0250
 OB0250  HISTORY     - Date     Condition        Report By
 OB0250  HISTORY     - 1935     MONUMENTED       CGS
 OB0250
 OB0250                          STATION DESCRIPTION
 OB0250
 OB0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OB0250'IN CATHANCE.
 OB0250'AT CATHANCE, 74 FEET SOUTHWEST OF MILEPOST P 33, 55 YARDS NORTHEAST OF
 OB0250'THE NORTHEAST SIDE OF THE MAINE CENTRAL RAILROAD STATION, 35 FEET EAST
 OB0250'OF THE CENTER OF A ROAD CROSSING, AND 25 FEET NORTHWEST OF THE
 OB0250'NORTHWEST RAIL.  A STANDARD DISK, STAMPED M 30 1935 AND SET IN THE TOP
 OB0250'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1210 ***********************************************************************
 PE1210  DESIGNATION -  M 31
 PE1210  PID         -  PE1210
 PE1210  STATE/COUNTY-  ME/KENNEBEC
 PE1210  USGS QUAD   -  VASSALBORO (1988)
 PE1210
 PE1210                         *CURRENT SURVEY CONTROL
 PE1210  ___________________________________________________________________
 PE1210* NAD 83(1986)-  44 24 35.     (N)    069 42 47.     (W)     SCALED    
 PE1210* NAVD 88     -        15.541  (meters)      50.99   (feet)  ADJUSTED  
 PE1210  ___________________________________________________________________
 PE1210  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 PE1210  DYNAMIC HT  -          15.539 (meters)      50.98  (feet)  COMP
 PE1210  MODELED GRAV-     980,533.8   (mgal)                       NAVD 88
 PE1210
 PE1210  VERT ORDER  -  SECOND    CLASS 0
 PE1210
 PE1210.The horizontal coordinates were scaled from a topographic map and have
 PE1210.an estimated accuracy of +/- 6 seconds.
 PE1210
 PE1210.The orthometric height was determined by differential leveling
 PE1210.and adjusted by the National Geodetic Survey in June 1991..
 PE1210
 PE1210.The geoid height was determined by GEOID03.
 PE1210
 PE1210.The dynamic height is computed by dividing the NAVD 88
 PE1210.geopotential number by the normal gravity value computed on the
 PE1210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1210.degrees latitude (g = 980.6199 gals.).
 PE1210
 PE1210.The modeled gravity was interpolated from observed gravity values.
 PE1210
 PE1210;                    North         East    Units  Estimated Accuracy
 PE1210;SPC ME W     -   175,240.      936,130.      MT  (+/- 180 meters Scaled)
 PE1210
 PE1210                          SUPERSEDED SURVEY CONTROL
 PE1210
 PE1210  NGVD 29 (??/??/92)   15.762  (m)           51.71   (f) ADJ UNCH    2 0
 PE1210
 PE1210.Superseded values are not recommended for survey control.
 PE1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1210.See file dsdata.txt to determine how the superseded data were derived.
 PE1210
 PE1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK432176(NAD 83)
 PE1210_MARKER: DB = BENCH MARK DISK
 PE1210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1210_STAMPING: M 31 1935
 PE1210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1210+STABILITY: SURFACE MOTION
 PE1210
 PE1210  HISTORY     - Date     Condition        Report By
 PE1210  HISTORY     - 1935     MONUMENTED       CGS
 PE1210  HISTORY     - 1979     MARK NOT FOUND   USGS
 PE1210
 PE1210                          STATION DESCRIPTION
 PE1210
 PE1210'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE1210'AT RIVERSIDE.
 PE1210'AT RIVERSIDE, KENNEBEC COUNTY, 5 POLES NORTHEAST OF MILEPOST
 PE1210'P 70, 30 FEET NORTHEAST OF THE NORTHEAST SIDE OF THE MAINE
 PE1210'CENTRAL RAILROAD STATION, AND 20 FEET SOUTHEAST OF THE SOUTHEAST
 PE1210'RAIL.  A STANDARD DISK, STAMPED M 31 1935 AND SET IN THE TOP OF
 PE1210'A CONCRETE POST FLUSH WITH THE GROUND.
 PE1210
 PE1210                          STATION RECOVERY (1979)
 PE1210
 PE1210'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PE1210'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0760 ***********************************************************************
 QG0760  DESIGNATION -  M 32
 QG0760  PID         -  QG0760
 QG0760  STATE/COUNTY-  ME/PENOBSCOT
 QG0760  USGS QUAD   -  DEXTER (1984)
 QG0760
 QG0760                         *CURRENT SURVEY CONTROL
 QG0760  ___________________________________________________________________
 QG0760* NAD 83(1986)-  45 02 43.     (N)    069 16 29.     (W)     SCALED    
 QG0760* NAVD 88     -       148.555  (meters)     487.38   (feet)  ADJUSTED  
 QG0760  ___________________________________________________________________
 QG0760  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 QG0760  DYNAMIC HT  -         148.549 (meters)     487.36  (feet)  COMP
 QG0760  MODELED GRAV-     980,569.5   (mgal)                       NAVD 88
 QG0760
 QG0760  VERT ORDER  -  SECOND    CLASS 0
 QG0760
 QG0760.The horizontal coordinates were scaled from a topographic map and have
 QG0760.an estimated accuracy of +/- 6 seconds.
 QG0760
 QG0760.The orthometric height was determined by differential leveling
 QG0760.and adjusted by the National Geodetic Survey in June 1991..
 QG0760
 QG0760.The geoid height was determined by GEOID03.
 QG0760
 QG0760.The dynamic height is computed by dividing the NAVD 88
 QG0760.geopotential number by the normal gravity value computed on the
 QG0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0760.degrees latitude (g = 980.6199 gals.).
 QG0760
 QG0760.The modeled gravity was interpolated from observed gravity values.
 QG0760
 QG0760;                    North         East    Units  Estimated Accuracy
 QG0760;SPC ME E     -   153,470.      238,970.      MT  (+/- 180 meters Scaled)
 QG0760
 QG0760                          SUPERSEDED SURVEY CONTROL
 QG0760
 QG0760  NGVD 29 (??/??/92)  148.738  (m)          487.98   (f) ADJ UNCH    2 0
 QG0760
 QG0760.Superseded values are not recommended for survey control.
 QG0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0760.See file dsdata.txt to determine how the superseded data were derived.
 QG0760
 QG0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK783880(NAD 83)
 QG0760_MARKER: DB = BENCH MARK DISK
 QG0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0760_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0760_STAMPING: M 32 1935
 QG0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0760+STABILITY: SURFACE MOTION
 QG0760
 QG0760  HISTORY     - Date     Condition        Report By
 QG0760  HISTORY     - 1935     MONUMENTED       CGS
 QG0760
 QG0760                          STATION DESCRIPTION
 QG0760
 QG0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QG0760'1.4 MI NE FROM DEXTER.
 QG0760'1.4 MILES NORTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 QG0760'STATION AT DEXTER, PENOBSCOT COUNTY, ABOUT 330 YARDS EAST OF
 QG0760'MILEPOST F 13, ABOUT 130 YARDS EAST OF A 3-FOOT STONE CULVERT,
 QG0760'33 FEET NORTHEAST OF THE CENTER OF A DIRT-ROAD CROSSING, 22.5
 QG0760'FEET NORTH OF THE NORTH RAIL, 7 FEET SOUTH OF THE RIGHT-OF-WAY
 QG0760'FENCE LINE.  A STANDARD DISK, STAMPED M 32 1935 AND SET IN THE
 QG0760'TOP OF A CONCRETE POST PROJECTING ABOUT 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0804 ***********************************************************************
 QG0804  DESIGNATION -  M 33
 QG0804  PID         -  QG0804
 QG0804  STATE/COUNTY-  ME/PISCATAQUIS
 QG0804  USGS QUAD   -  MONSON WEST (1989)
 QG0804
 QG0804                         *CURRENT SURVEY CONTROL
 QG0804  ___________________________________________________________________
 QG0804* NAD 83(1986)-  45 15 00.     (N)    069 32 51.     (W)     SCALED    
 QG0804* NAVD 88     -       207.444  (meters)     680.59   (feet)  ADJUSTED  
 QG0804  ___________________________________________________________________
 QG0804  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 QG0804  DYNAMIC HT  -         207.436 (meters)     680.56  (feet)  COMP
 QG0804  MODELED GRAV-     980,574.0   (mgal)                       NAVD 88
 QG0804
 QG0804  VERT ORDER  -  SECOND    CLASS 0
 QG0804
 QG0804.The horizontal coordinates were scaled from a topographic map and have
 QG0804.an estimated accuracy of +/- 6 seconds.
 QG0804
 QG0804.The orthometric height was determined by differential leveling
 QG0804.and adjusted by the National Geodetic Survey in June 1991..
 QG0804
 QG0804.The geoid height was determined by GEOID03.
 QG0804
 QG0804.The dynamic height is computed by dividing the NAVD 88
 QG0804.geopotential number by the normal gravity value computed on the
 QG0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0804.degrees latitude (g = 980.6199 gals.).
 QG0804
 QG0804.The modeled gravity was interpolated from observed gravity values.
 QG0804
 QG0804;                    North         East    Units  Estimated Accuracy
 QG0804;SPC ME E     -   176,460.      217,780.      MT  (+/- 180 meters Scaled)
 QG0804
 QG0804                          SUPERSEDED SURVEY CONTROL
 QG0804
 QG0804  NGVD 29 (??/??/92)  207.628  (m)          681.19   (f) ADJ UNCH    2 0
 QG0804
 QG0804.Superseded values are not recommended for survey control.
 QG0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0804.See file dsdata.txt to determine how the superseded data were derived.
 QG0804
 QG0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL570108(NAD 83)
 QG0804_MARKER: DB = BENCH MARK DISK
 QG0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0804_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0804_STAMPING: M 33 1935
 QG0804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0804+STABILITY: SURFACE MOTION
 QG0804
 QG0804  HISTORY     - Date     Condition        Report By
 QG0804  HISTORY     - 1935     MONUMENTED       CGS
 QG0804
 QG0804                          STATION DESCRIPTION
 QG0804
 QG0804'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QG0804'3.5 MI S FROM BLANCHARD.
 QG0804'3.5 MILES SOUTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 QG0804'THE STATION AT BLANCHARD, 0.5 MILE SOUTH OF THE RAILROAD
 QG0804'CROSSING AT PARROT, 2 POLES NORTH OF MILEPOST 32, 19 FEET
 QG0804'EAST OF THE EAST RAIL.  A STANDARD DISK, STAMPED M 33 1935
 QG0804'AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE
 QG0804'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0749 ***********************************************************************
 QG0749  DESIGNATION -  M 34
 QG0749  PID         -  QG0749
 QG0749  STATE/COUNTY-  ME/PISCATAQUIS
 QG0749  USGS QUAD   -  SOUTH SEBEC (1983)
 QG0749
 QG0749                         *CURRENT SURVEY CONTROL
 QG0749  ___________________________________________________________________
 QG0749* NAD 83(1986)-  45 12 31.     (N)    069 06 14.     (W)     SCALED    
 QG0749* NAVD 88     -        92.421  (meters)     303.22   (feet)  ADJUSTED  
 QG0749  ___________________________________________________________________
 QG0749  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 QG0749  DYNAMIC HT  -          92.419 (meters)     303.21  (feet)  COMP
 QG0749  MODELED GRAV-     980,595.6   (mgal)                       NAVD 88
 QG0749
 QG0749  VERT ORDER  -  SECOND    CLASS 0
 QG0749
 QG0749.The horizontal coordinates were scaled from a topographic map and have
 QG0749.an estimated accuracy of +/- 6 seconds.
 QG0749
 QG0749.The orthometric height was determined by differential leveling
 QG0749.and adjusted by the National Geodetic Survey in June 1991..
 QG0749
 QG0749.The geoid height was determined by GEOID03.
 QG0749
 QG0749.The dynamic height is computed by dividing the NAVD 88
 QG0749.geopotential number by the normal gravity value computed on the
 QG0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0749.degrees latitude (g = 980.6199 gals.).
 QG0749
 QG0749.The modeled gravity was interpolated from observed gravity values.
 QG0749
 QG0749;                    North         East    Units  Estimated Accuracy
 QG0749;SPC ME E     -   171,500.      252,560.      MT  (+/- 180 meters Scaled)
 QG0749
 QG0749                          SUPERSEDED SURVEY CONTROL
 QG0749
 QG0749  NGVD 29 (??/??/92)   92.581  (m)          303.74   (f) ADJ UNCH    2 0
 QG0749
 QG0749.Superseded values are not recommended for survey control.
 QG0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0749.See file dsdata.txt to determine how the superseded data were derived.
 QG0749
 QG0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL918061(NAD 83)
 QG0749_MARKER: DB = BENCH MARK DISK
 QG0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0749_STAMPING: M 34 1935
 QG0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0749+STABILITY: SURFACE MOTION
 QG0749
 QG0749  HISTORY     - Date     Condition        Report By
 QG0749  HISTORY     - 1935     MONUMENTED       CGS
 QG0749  HISTORY     - 1978     MARK NOT FOUND   NGS
 QG0749
 QG0749                          STATION DESCRIPTION
 QG0749
 QG0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QG0749'1.2 MI W FROM SOUTH SEBEC.
 QG0749'1.2 MILES WEST ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 QG0749'THE STATION AT SOUTH SEBEC, PISCATAQUIS COUNTY, 85 FEET WEST
 QG0749'OF MILEPOST 7, 65 YARDS WEST OF THE CENTER OF A ROAD CROSSING,
 QG0749'30 FEET NORTH OF THE NORTH RAIL, AND 3 FEET SOUTH OF THE FENCE.
 QG0749'A STANDARD DISK, STAMPED M 34 1935 AND SET IN THE TOP OF A
 QG0749'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 QG0749
 QG0749                          STATION RECOVERY (1978)
 QG0749
 QG0749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0749'MARKED SEARCHED BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0063 ***********************************************************************
 RF0063  DESIGNATION -  M 36
 RF0063  PID         -  RF0063
 RF0063  STATE/COUNTY-  ME/AROOSTOOK
 RF0063  USGS QUAD   -  SQUA PAN LAKE EAST (1984)
 RF0063
 RF0063                         *CURRENT SURVEY CONTROL
 RF0063  ___________________________________________________________________
 RF0063* NAD 83(1986)-  46 36 56.     (N)    068 12 11.     (W)     SCALED    
 RF0063* NAVD 88     -       182.046  (meters)     597.26   (feet)  ADJUSTED  
 RF0063  ___________________________________________________________________
 RF0063  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 RF0063  DYNAMIC HT  -         182.061 (meters)     597.31  (feet)  COMP
 RF0063  MODELED GRAV-     980,695.0   (mgal)                       NAVD 88
 RF0063
 RF0063  VERT ORDER  -  SECOND    CLASS 0
 RF0063
 RF0063.The horizontal coordinates were scaled from a topographic map and have
 RF0063.an estimated accuracy of +/- 6 seconds.
 RF0063
 RF0063.The orthometric height was determined by differential leveling
 RF0063.and adjusted by the National Geodetic Survey in June 1991..
 RF0063
 RF0063.The geoid height was determined by GEOID03.
 RF0063
 RF0063.The dynamic height is computed by dividing the NAVD 88
 RF0063.geopotential number by the normal gravity value computed on the
 RF0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0063.degrees latitude (g = 980.6199 gals.).
 RF0063
 RF0063.The modeled gravity was interpolated from observed gravity values.
 RF0063
 RF0063;                    North         East    Units  Estimated Accuracy
 RF0063;SPC ME E     -   327,730.      322,740.      MT  (+/- 180 meters Scaled)
 RF0063
 RF0063                          SUPERSEDED SURVEY CONTROL
 RF0063
 RF0063  NGVD 29 (??/??/92)  182.223  (m)          597.84   (f) ADJ UNCH    2 0
 RF0063
 RF0063.Superseded values are not recommended for survey control.
 RF0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0063.See file dsdata.txt to determine how the superseded data were derived.
 RF0063
 RF0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM610627(NAD 83)
 RF0063_MARKER: DB = BENCH MARK DISK
 RF0063_SETTING: 80 = SET IN A BOULDER
 RF0063_SP_SET: BOULDER
 RF0063_STAMPING: M 36 1935
 RF0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0063+STABILITY: SURFACE MOTION
 RF0063
 RF0063  HISTORY     - Date     Condition        Report By
 RF0063  HISTORY     - 1935     MONUMENTED       CGS
 RF0063
 RF0063                          STATION DESCRIPTION
 RF0063
 RF0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RF0063'5.9 MI SW FROM MAPLETON.
 RF0063'ABOUT 5.9 MILES SOUTHWEST ALONG THE BANGOR AND AROOSTOOK RAILROAD
 RF0063'FROM THE STATION AT MAPLETON, AROOSTOOK COUNTY, ABOUT 138 YARDS
 RF0063'WEST OF MILEPOST 12, ABOUT 198 FEET EAST OF THE CENTER LINE OF
 RF0063'24-INCH METAL CULVERT 11+18, 20 FEET NORTH OF THE NORTH RAIL, AND
 RF0063'IN THE TOP OF A BOULDER.  A STANDARD DISK, STAMPED M 36 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0802 ***********************************************************************
 PE0802  DESIGNATION -  M 37
 PE0802  PID         -  PE0802
 PE0802  STATE/COUNTY-  ME/WALDO
 PE0802  USGS QUAD   -  BROOKS EAST (1982)
 PE0802
 PE0802                         *CURRENT SURVEY CONTROL
 PE0802  ___________________________________________________________________
 PE0802* NAD 83(1986)-  44 33 03.     (N)    069 07 08.     (W)     SCALED    
 PE0802* NAVD 88     -       114.208  (meters)     374.70   (feet)  ADJUSTED  
 PE0802  ___________________________________________________________________
 PE0802  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 PE0802  DYNAMIC HT  -         114.199 (meters)     374.67  (feet)  COMP
 PE0802  MODELED GRAV-     980,541.0   (mgal)                       NAVD 88
 PE0802
 PE0802  VERT ORDER  -  SECOND    CLASS 0
 PE0802
 PE0802.The horizontal coordinates were scaled from a topographic map and have
 PE0802.an estimated accuracy of +/- 6 seconds.
 PE0802
 PE0802.The orthometric height was determined by differential leveling
 PE0802.and adjusted by the National Geodetic Survey in June 1991..
 PE0802
 PE0802.The geoid height was determined by GEOID03.
 PE0802
 PE0802.The dynamic height is computed by dividing the NAVD 88
 PE0802.geopotential number by the normal gravity value computed on the
 PE0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0802.degrees latitude (g = 980.6199 gals.).
 PE0802
 PE0802.The modeled gravity was interpolated from observed gravity values.
 PE0802
 PE0802;                    North         East    Units  Estimated Accuracy
 PE0802;SPC ME E     -    98,420.      250,830.      MT  (+/- 180 meters Scaled)
 PE0802
 PE0802                          SUPERSEDED SURVEY CONTROL
 PE0802
 PE0802  NGVD 29 (??/??/92)  114.412  (m)          375.37   (f) ADJ UNCH    2 0
 PE0802
 PE0802.Superseded values are not recommended for survey control.
 PE0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0802.See file dsdata.txt to determine how the superseded data were derived.
 PE0802
 PE0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK905330(NAD 83)
 PE0802_MARKER: DB = BENCH MARK DISK
 PE0802_SETTING: 80 = SET IN A BOULDER
 PE0802_SP_SET: BOULDER
 PE0802_STAMPING: M 37 1935
 PE0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0802+STABILITY: SURFACE MOTION
 PE0802
 PE0802  HISTORY     - Date     Condition        Report By
 PE0802  HISTORY     - 1935     MONUMENTED       CGS
 PE0802  HISTORY     - 1984     GOOD             USPSQD
 PE0802
 PE0802                          STATION DESCRIPTION
 PE0802
 PE0802'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE0802'AT BROOKS.
 PE0802'AT BROOKS, WALDO COUNTY, ABOUT 260 YARDS EAST OF THE BELFAST
 PE0802'AND MOOSEHEAD LAKE RAILROAD STATION, ABOUT 108 YARDS WEST OF
 PE0802'MILEPOST B 12, OPPOSITE A CANNERY, 62.8 FEET SOUTHEAST OF A
 PE0802'SWITCH STAND, 24.5 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN
 PE0802'TRACK, IN THE TOP OF A BOULDER, ABOUT 4 FEET HIGHER THAN THE
 PE0802'TRACK, AND ABOUT 3 FEET ABOVE GROUND.  A STANDARD DISK, STAMPED
 PE0802'M 37 1935.
 PE0802
 PE0802                          STATION RECOVERY (1984)
 PE0802
 PE0802'RECOVERY NOTE BY US POWER SQUADRON 1984
 PE0802'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0179 ***********************************************************************
 PE0179  DESIGNATION -  M 39
 PE0179  PID         -  PE0179
 PE0179  STATE/COUNTY-  ME/WASHINGTON
 PE0179  USGS QUAD   -  LEAD MOUNTAIN (1987)
 PE0179
 PE0179                         *CURRENT SURVEY CONTROL
 PE0179  ___________________________________________________________________
 PE0179* NAD 83(1986)-  44 51 34.     (N)    068 01 59.     (W)     SCALED    
 PE0179* NAVD 88     -       165.331  (meters)     542.42   (feet)  ADJUSTED  
 PE0179  ___________________________________________________________________
 PE0179  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 PE0179  DYNAMIC HT  -         165.320 (meters)     542.39  (feet)  COMP
 PE0179  MODELED GRAV-     980,550.4   (mgal)                       NAVD 88
 PE0179
 PE0179  VERT ORDER  -  SECOND    CLASS 0
 PE0179
 PE0179.The horizontal coordinates were scaled from a topographic map and have
 PE0179.an estimated accuracy of +/- 6 seconds.
 PE0179
 PE0179.The orthometric height was determined by differential leveling
 PE0179.and adjusted by the National Geodetic Survey in June 1991..
 PE0179
 PE0179.The geoid height was determined by GEOID03.
 PE0179
 PE0179.The dynamic height is computed by dividing the NAVD 88
 PE0179.geopotential number by the normal gravity value computed on the
 PE0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0179.degrees latitude (g = 980.6199 gals.).
 PE0179
 PE0179.The modeled gravity was interpolated from observed gravity values.
 PE0179
 PE0179;                    North         East    Units  Estimated Accuracy
 PE0179;SPC ME E     -   132,630.      336,900.      MT  (+/- 180 meters Scaled)
 PE0179
 PE0179                          SUPERSEDED SURVEY CONTROL
 PE0179
 PE0179  NGVD 29 (??/??/92)  165.518  (m)          543.04   (f) ADJ UNCH    2 0
 PE0179
 PE0179.Superseded values are not recommended for survey control.
 PE0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0179.See file dsdata.txt to determine how the superseded data were derived.
 PE0179
 PE0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK763677(NAD 83)
 PE0179_MARKER: DB = BENCH MARK DISK
 PE0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0179_STAMPING: M 39 1935
 PE0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0179+STABILITY: SURFACE MOTION
 PE0179
 PE0179  HISTORY     - Date     Condition        Report By
 PE0179  HISTORY     - 1935     MONUMENTED       CGS
 PE0179
 PE0179                          STATION DESCRIPTION
 PE0179
 PE0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE0179'1.6 MI E FROM BEDDINGTON.
 PE0179'1.6 MILES EAST ALONG STATE HIGHWAY 9 FROM THE POST OFFICE AT
 PE0179'BEDDINGTON, WASHINGTON COUNTY, AT THE FOOT OF A HILL, ON A CURVE,
 PE0179'40 YARDS WEST OF THE WEST END OF A GUARD FENCE, AND 34 FEET
 PE0179'NORTH OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK,
 PE0179'STAMPED M 39 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PE0179'6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0169 ***********************************************************************
 PF0169  DESIGNATION -  M 4
 PF0169  PID         -  PF0169
 PF0169  STATE/COUNTY-  ME/OXFORD
 PF0169  USGS QUAD   -  WEST PARIS (1967)
 PF0169
 PF0169                         *CURRENT SURVEY CONTROL
 PF0169  ___________________________________________________________________
 PF0169* NAD 83(1986)-  44 19 38.     (N)    070 36 44.     (W)     SCALED    
 PF0169* NAVD 88     -       159.820  (meters)     524.34   (feet)  POSTED    
 PF0169  ___________________________________________________________________
 PF0169  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 PF0169  DYNAMIC HT  -         159.800 (meters)     524.28  (feet)  COMP
 PF0169  MODELED GRAV-     980,483.3   (mgal)                       NAVD 88
 PF0169
 PF0169  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 PF0169
 PF0169.The horizontal coordinates were scaled from a topographic map and have
 PF0169.an estimated accuracy of +/- 6 seconds.
 PF0169
 PF0169.The orthometric height was determined by differential leveling
 PF0169.and adjusted by the National Geodetic Survey in 1992..
 PF0169.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 PF0169.rate of 2.1 thru 3.0 mm/km.
 PF0169
 PF0169.The geoid height was determined by GEOID03.
 PF0169
 PF0169.The dynamic height is computed by dividing the NAVD 88
 PF0169.geopotential number by the normal gravity value computed on the
 PF0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0169.degrees latitude (g = 980.6199 gals.).
 PF0169
 PF0169.The modeled gravity was interpolated from observed gravity values.
 PF0169
 PF0169;                    North         East    Units  Estimated Accuracy
 PF0169;SPC ME W     -   166,070.      864,460.      MT  (+/- 180 meters Scaled)
 PF0169
 PF0169                          SUPERSEDED SURVEY CONTROL
 PF0169
 PF0169  NGVD 29 (??/??/92)  159.985  (m)          524.88   (f) ADJ UNCH    1 2
 PF0169
 PF0169.Superseded values are not recommended for survey control.
 PF0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0169.See file dsdata.txt to determine how the superseded data were derived.
 PF0169
 PF0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK714094(NAD 83)
 PF0169_MARKER: DB = BENCH MARK DISK
 PF0169_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PF0169_SP_SET: ABUTMENT
 PF0169_STAMPING: M 4 1922
 PF0169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0169
 PF0169  HISTORY     - Date     Condition        Report By
 PF0169  HISTORY     - 1922     MONUMENTED       CGS
 PF0169  HISTORY     - 1964     MARK NOT FOUND   NGS
 PF0169
 PF0169                          STATION DESCRIPTION
 PF0169
 PF0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 PF0169'1.9 MI W FROM BATES.
 PF0169'1.9 MILES WEST ALONG THE GRAND TRUNK RAILWAY FROM BATES (POST
 PF0169'OFFICE WEST PARIS), OXFORD COUNTY, AT AN UNDERGRADE CROSSING, AND
 PF0169'IN THE TOP OF THE NORTH END OF THE EAST ABUTMENT.  NOTE-- SEPTEMBER
 PF0169'1934.-- IT WAS REPORTED AT THAT TIME THAT THE UNDERGRADE CROSSING
 PF0169'REFERRED TO IN THE DESCRIPTION USED TO BE AN OLD CATTLE UNDERPASS.
 PF0169'THE UNDERPASS HAS LONG SINCE BEEN FILLED IN AND THE ABUTMENTS ARE
 PF0169'WELL COVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0417 ***********************************************************************
 PD0417  DESIGNATION -  M 40
 PD0417  PID         -  PD0417
 PD0417  STATE/COUNTY-  ME/WASHINGTON
 PD0417  USGS QUAD   -  WESLEY (1990)
 PD0417
 PD0417                         *CURRENT SURVEY CONTROL
 PD0417  ___________________________________________________________________
 PD0417* NAD 83(1986)-  44 58 47.     (N)    067 38 23.     (W)     SCALED    
 PD0417* NAVD 88     -        68.978  (meters)     226.31   (feet)  ADJUSTED  
 PD0417  ___________________________________________________________________
 PD0417  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 PD0417  DYNAMIC HT  -          68.975 (meters)     226.30  (feet)  COMP
 PD0417  MODELED GRAV-     980,564.1   (mgal)                       NAVD 88
 PD0417
 PD0417  VERT ORDER  -  SECOND    CLASS 0
 PD0417
 PD0417.The horizontal coordinates were scaled from a topographic map and have
 PD0417.an estimated accuracy of +/- 6 seconds.
 PD0417
 PD0417.The orthometric height was determined by differential leveling
 PD0417.and adjusted by the National Geodetic Survey in June 1991..
 PD0417
 PD0417.The geoid height was determined by GEOID03.
 PD0417
 PD0417.The dynamic height is computed by dividing the NAVD 88
 PD0417.geopotential number by the normal gravity value computed on the
 PD0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0417.degrees latitude (g = 980.6199 gals.).
 PD0417
 PD0417.The modeled gravity was interpolated from observed gravity values.
 PD0417
 PD0417;                    North         East    Units  Estimated Accuracy
 PD0417;SPC ME E     -   146,250.      367,850.      MT  (+/- 180 meters Scaled)
 PD0417
 PD0417                          SUPERSEDED SURVEY CONTROL
 PD0417
 PD0417  NGVD 29 (??/??/92)   69.168  (m)          226.93   (f) ADJ UNCH    2 0
 PD0417
 PD0417.Superseded values are not recommended for survey control.
 PD0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0417.See file dsdata.txt to determine how the superseded data were derived.
 PD0417
 PD0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK072815(NAD 83)
 PD0417_MARKER: DB = BENCH MARK DISK
 PD0417_SETTING: 80 = SET IN A BOULDER
 PD0417_SP_SET: BOULDER
 PD0417_STAMPING: M 40 1935
 PD0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0417+STABILITY: SURFACE MOTION
 PD0417
 PD0417  HISTORY     - Date     Condition        Report By
 PD0417  HISTORY     - 1935     MONUMENTED       CGS
 PD0417
 PD0417                          STATION DESCRIPTION
 PD0417
 PD0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PD0417'2.1 MI E FROM WESLEY.
 PD0417'2.1 MILES EAST ALONG STATE HIGHWAY 9 FROM THE JUNCTION OF STATE
 PD0417'HIGHWAY 192 AT WESLEY, WASHINGTON COUNTY, AT THE TOP OF A STEEP
 PD0417'HILL, 70.5 FEET EAST OF THE SOUTHEAST CORNER OF A BARN, 40 FEET
 PD0417'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AT THE SOUTHEAST
 PD0417'CORNER OF A FARMYARD, 8 FEET SOUTHWEST OF A FENCE CORNER, AND IN
 PD0417'THE TOP OF A BOULDER.  A STANDARD DISK, STAMPED M 40 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0063 ***********************************************************************
 QF0063  DESIGNATION -  M 41
 QF0063  PID         -  QF0063
 QF0063  STATE/COUNTY-  ME/WASHINGTON
 QF0063  USGS QUAD   -  MEDDYBEMPS LAKE EAST (1987)
 QF0063
 QF0063                         *CURRENT SURVEY CONTROL
 QF0063  ___________________________________________________________________
 QF0063* NAD 83(1986)-  45 05 53.     (N)    067 19 33.     (W)     SCALED    
 QF0063* NAVD 88     -        74.316  (meters)     243.82   (feet)  ADJUSTED  
 QF0063  ___________________________________________________________________
 QF0063  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 QF0063  DYNAMIC HT  -          74.315 (meters)     243.82  (feet)  COMP
 QF0063  MODELED GRAV-     980,593.3   (mgal)                       NAVD 88
 QF0063
 QF0063  VERT ORDER  -  SECOND    CLASS 0
 QF0063
 QF0063.The horizontal coordinates were scaled from a topographic map and have
 QF0063.an estimated accuracy of +/- 6 seconds.
 QF0063
 QF0063.The orthometric height was determined by differential leveling
 QF0063.and adjusted by the National Geodetic Survey in June 1991..
 QF0063
 QF0063.The geoid height was determined by GEOID03.
 QF0063
 QF0063.The dynamic height is computed by dividing the NAVD 88
 QF0063.geopotential number by the normal gravity value computed on the
 QF0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0063.degrees latitude (g = 980.6199 gals.).
 QF0063
 QF0063.The modeled gravity was interpolated from observed gravity values.
 QF0063
 QF0063;                    North         East    Units  Estimated Accuracy
 QF0063;SPC ME E     -   159,710.      392,410.      MT  (+/- 180 meters Scaled)
 QF0063
 QF0063                          SUPERSEDED SURVEY CONTROL
 QF0063
 QF0063  NGVD 29 (??/??/92)   74.523  (m)          244.50   (f) ADJ UNCH    2 0
 QF0063
 QF0063.Superseded values are not recommended for survey control.
 QF0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0063.See file dsdata.txt to determine how the superseded data were derived.
 QF0063
 QF0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK317952(NAD 83)
 QF0063_MARKER: DB = BENCH MARK DISK
 QF0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QF0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QF0063_STAMPING: M 41 1935
 QF0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0063+STABILITY: SURFACE MOTION
 QF0063
 QF0063  HISTORY     - Date     Condition        Report By
 QF0063  HISTORY     - 1935     MONUMENTED       CGS
 QF0063  HISTORY     - 1946     GOOD             NGS
 QF0063
 QF0063                          STATION DESCRIPTION
 QF0063
 QF0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QF0063'1.9 MI SW FROM BARING.
 QF0063'1.9 MILES SOUTH ALONG STATE HIGHWAY 191 FROM THE JUNCTION OF
 QF0063'U.S. HIGHWAY 1 WEST OF BARING, WASHINGTON COUNTY, 150 YARDS
 QF0063'NORTHEAST OF AN 18-INCH PIPE CULVERT, OPPOSITE THE JUNCTION OF
 QF0063'A ROAD LEADING SOUTH, 27 FEET NORTHWEST OF THE CENTER LINE OF
 QF0063'THE HIGHWAY, 16 FEET WEST OF THE EAST CORNER OF A FENCE, AND IN
 QF0063'THE EAST CORNER OF A PASTURE.  A STANDARD DISK, STAMPED M 41 1935
 QF0063'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 QF0063'GROUND.
 QF0063
 QF0063                          STATION RECOVERY (1946)
 QF0063
 QF0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 QF0063'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0064 ***********************************************************************
 QF0064  DESIGNATION -  M 41 RESET 1960
 QF0064  PID         -  QF0064
 QF0064  STATE/COUNTY-  ME/WASHINGTON
 QF0064  USGS QUAD   -  MEDDYBEMPS LAKE EAST (1987)
 QF0064
 QF0064                         *CURRENT SURVEY CONTROL
 QF0064  ___________________________________________________________________
 QF0064* NAD 83(1986)-  45 05 53.     (N)    067 19 33.     (W)     SCALED    
 QF0064* NAVD 88     -        75.22   (meters)     246.8    (feet)  RESET     
 QF0064  ___________________________________________________________________
 QF0064  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 QF0064
 QF0064  VERT ORDER  -  THIRD
 QF0064
 QF0064.The horizontal coordinates were scaled from a topographic map and have
 QF0064.an estimated accuracy of +/- 6 seconds.
 QF0064
 QF0064.The orthometric height was computed from unverified reset data.
 QF0064
 QF0064.The geoid height was determined by GEOID03.
 QF0064
 QF0064;                    North         East    Units  Estimated Accuracy
 QF0064;SPC ME E     -   159,710.      392,410.      MT  (+/- 180 meters Scaled)
 QF0064
 QF0064                          SUPERSEDED SURVEY CONTROL
 QF0064
 QF0064.No superseded survey control is available for this station.
 QF0064
 QF0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK317952(NAD 83)
 QF0064_MARKER: DB = BENCH MARK DISK
 QF0064_SETTING: 66 = SET IN ROCK OUTCROP
 QF0064_SP_SET: ROCK LEDGE OUTCROP
 QF0064_STAMPING: M 41 RESET 1960
 QF0064_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0064+STABILITY: POSITION/ELEVATION WELL
 QF0064
 QF0064  HISTORY     - Date     Condition        Report By
 QF0064  HISTORY     - 1960     MONUMENTED       MEHD
 QF0064  HISTORY     - 1961     GOOD             NGS
 QF0064
 QF0064                          STATION DESCRIPTION
 QF0064
 QF0064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 QF0064'1.9 MI S FROM BARING.
 QF0064'THIS MARK IS LOCATED 1.9 MILES SOUTH ALONG STATE HIGHWAY 191
 QF0064'FROM THE JUNCTION OF U.S. HIGHWAY 1 WEST OF BARING, 50 FEET
 QF0064'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY AND SET IN A LEDGE
 QF0064'OUTCROP.  (247.448 FEET.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SE0025 ***********************************************************************
 SE0025  DESIGNATION -  M 43
 SE0025  PID         -  SE0025
 SE0025  STATE/COUNTY-  ME/AROOSTOOK
 SE0025  USGS QUAD   -  VAN BUREN (1986)
 SE0025
 SE0025                         *CURRENT SURVEY CONTROL
 SE0025  ___________________________________________________________________
 SE0025* NAD 83(1986)-  47 09 23.     (N)    067 56 04.     (W)     SCALED    
 SE0025* NAVD 88     -       150.328  (meters)     493.20   (feet)  ADJUSTED  
 SE0025  ___________________________________________________________________
 SE0025  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 SE0025  DYNAMIC HT  -         150.349 (meters)     493.27  (feet)  COMP
 SE0025  MODELED GRAV-     980,747.7   (mgal)                       NAVD 88
 SE0025
 SE0025  VERT ORDER  -  SECOND    CLASS 0
 SE0025
 SE0025.The horizontal coordinates were scaled from a topographic map and have
 SE0025.an estimated accuracy of +/- 6 seconds.
 SE0025
 SE0025.The orthometric height was determined by differential leveling
 SE0025.and adjusted by the National Geodetic Survey in June 1991..
 SE0025
 SE0025.The geoid height was determined by GEOID03.
 SE0025
 SE0025.The dynamic height is computed by dividing the NAVD 88
 SE0025.geopotential number by the normal gravity value computed on the
 SE0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SE0025.degrees latitude (g = 980.6199 gals.).
 SE0025
 SE0025.The modeled gravity was interpolated from observed gravity values.
 SE0025
 SE0025;                    North         East    Units  Estimated Accuracy
 SE0025;SPC ME E     -   387,960.      342,880.      MT  (+/- 180 meters Scaled)
 SE0025
 SE0025                          SUPERSEDED SURVEY CONTROL
 SE0025
 SE0025  NGVD 29 (??/??/92)  150.499  (m)          493.76   (f) ADJ UNCH    2 0
 SE0025
 SE0025.Superseded values are not recommended for survey control.
 SE0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SE0025.See file dsdata.txt to determine how the superseded data were derived.
 SE0025
 SE0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN807230(NAD 83)
 SE0025_MARKER: DB = BENCH MARK DISK
 SE0025_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SE0025_SP_SET: WALL
 SE0025_STAMPING: M 43 1935
 SE0025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SE0025
 SE0025  HISTORY     - Date     Condition        Report By
 SE0025  HISTORY     - 1935     MONUMENTED       CGS
 SE0025  HISTORY     - 1953     GOOD             NGS
 SE0025
 SE0025                          STATION DESCRIPTION
 SE0025
 SE0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 SE0025'AT VAN BUREN.
 SE0025'AT VAN BUREN, IN THE NORTH WALL OF THE POST OFFICE (KEEGAN
 SE0025'BUILDING), 1 FOOT EAST OF NORTHWEST CORNER OF BUILDING AND
 SE0025'ABOUT 1 1/2 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1215 ***********************************************************************
 PE1215  DESIGNATION -  M 44
 PE1215  PID         -  PE1215
 PE1215  STATE/COUNTY-  ME/LINCOLN
 PE1215  USGS QUAD   -  WISCASSET (1979)
 PE1215
 PE1215                         *CURRENT SURVEY CONTROL
 PE1215  ___________________________________________________________________
 PE1215* NAD 83(1986)-  44 00 51.     (N)    069 39 39.     (W)     SCALED    
 PE1215* NAVD 88     -        21.238  (meters)      69.68   (feet)  ADJUSTED  
 PE1215  ___________________________________________________________________
 PE1215  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 PE1215  DYNAMIC HT  -          21.236 (meters)      69.67  (feet)  COMP
 PE1215  MODELED GRAV-     980,520.0   (mgal)                       NAVD 88
 PE1215
 PE1215  VERT ORDER  -  SECOND    CLASS 0
 PE1215
 PE1215.The horizontal coordinates were scaled from a topographic map and have
 PE1215.an estimated accuracy of +/- 6 seconds.
 PE1215
 PE1215.The orthometric height was determined by differential leveling
 PE1215.and adjusted by the National Geodetic Survey in June 1991..
 PE1215
 PE1215.The geoid height was determined by GEOID03.
 PE1215
 PE1215.The dynamic height is computed by dividing the NAVD 88
 PE1215.geopotential number by the normal gravity value computed on the
 PE1215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1215.degrees latitude (g = 980.6199 gals.).
 PE1215
 PE1215.The modeled gravity was interpolated from observed gravity values.
 PE1215
 PE1215;                    North         East    Units  Estimated Accuracy
 PE1215;SPC ME W     -   131,310.      940,560.      MT  (+/- 180 meters Scaled)
 PE1215
 PE1215                          SUPERSEDED SURVEY CONTROL
 PE1215
 PE1215  NGVD 29 (??/??/92)   21.453  (m)           70.38   (f) ADJ UNCH    2 0
 PE1215
 PE1215.Superseded values are not recommended for survey control.
 PE1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1215.See file dsdata.txt to determine how the superseded data were derived.
 PE1215
 PE1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ470736(NAD 83)
 PE1215_MARKER: DB = BENCH MARK DISK
 PE1215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1215_STAMPING: M 44 1935
 PE1215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1215+STABILITY: SURFACE MOTION
 PE1215
 PE1215  HISTORY     - Date     Condition        Report By
 PE1215  HISTORY     - 1935     MONUMENTED       CGS
 PE1215  HISTORY     - 1957     MARK NOT FOUND   NGS
 PE1215  HISTORY     - 1962     GOOD             NGS
 PE1215  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 PE1215
 PE1215                          STATION DESCRIPTION
 PE1215
 PE1215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 PE1215'0.8 MI N FROM WISCASSET.
 PE1215'0.8 MILE NORTH ALONG STATE HIGHWAY 218 FROM THE JUNCTION WITH
 PE1215'U.S. HIGHWAY 1 AT WISCASSET, LINCOLN COUNTY, ON THE NORTH SLOPE
 PE1215'OF A HILL, ABOUT 2 POLES SOUTH OF A CURVE, 22 FEET EAST OF THE
 PE1215'CENTER LINE OF THE HIGHWAY, AND 9 FEET SOUTHEAST OF A POLE.  A
 PE1215'STANDARD DISK, STAMPED M 44 1935 AND SET IN THE TOP OF A CONCRETE
 PE1215'POST FLUSH WITH THE GROUND.
 PE1215
 PE1215                          STATION RECOVERY (1962)
 PE1215
 PE1215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 PE1215'RECOVERED IN GOOD CONDITION.
 PE1215
 PE1215                          STATION RECOVERY (1990)
 PE1215
 PE1215'RECOVERY NOTE BY US POWER SQUADRON 1990 (FC)
 PE1215'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1247 ***********************************************************************
 PE1247  DESIGNATION -  M 45
 PE1247  PID         -  PE1247
 PE1247  STATE/COUNTY-  ME/LINCOLN
 PE1247  USGS QUAD   -  WEEKS MILLS (1982)
 PE1247
 PE1247                         *CURRENT SURVEY CONTROL
 PE1247  ___________________________________________________________________
 PE1247* NAD 83(1986)-  44 15 33.     (N)    069 33 06.     (W)     SCALED    
 PE1247* NAVD 88     -        59.049  (meters)     193.73   (feet)  ADJUSTED  
 PE1247  ___________________________________________________________________
 PE1247  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 PE1247  DYNAMIC HT  -          59.043 (meters)     193.71  (feet)  COMP
 PE1247  MODELED GRAV-     980,523.2   (mgal)                       NAVD 88
 PE1247
 PE1247  VERT ORDER  -  SECOND    CLASS 0
 PE1247
 PE1247.The horizontal coordinates were scaled from a topographic map and have
 PE1247.an estimated accuracy of +/- 6 seconds.
 PE1247
 PE1247.The orthometric height was determined by differential leveling
 PE1247.and adjusted by the National Geodetic Survey in June 1991..
 PE1247
 PE1247.The geoid height was determined by GEOID03.
 PE1247
 PE1247.The dynamic height is computed by dividing the NAVD 88
 PE1247.geopotential number by the normal gravity value computed on the
 PE1247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1247.degrees latitude (g = 980.6199 gals.).
 PE1247
 PE1247.The modeled gravity was interpolated from observed gravity values.
 PE1247
 PE1247;                    North         East    Units  Estimated Accuracy
 PE1247;SPC ME W     -   158,590.      949,110.      MT  (+/- 180 meters Scaled)
 PE1247
 PE1247                          SUPERSEDED SURVEY CONTROL
 PE1247
 PE1247  NGVD 29 (??/??/92)   59.260  (m)          194.42   (f) ADJ UNCH    2 0
 PE1247
 PE1247.Superseded values are not recommended for survey control.
 PE1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1247.See file dsdata.txt to determine how the superseded data were derived.
 PE1247
 PE1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK559008(NAD 83)
 PE1247_MARKER: DB = BENCH MARK DISK
 PE1247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1247_STAMPING: M 45 1935
 PE1247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1247+STABILITY: SURFACE MOTION
 PE1247
 PE1247  HISTORY     - Date     Condition        Report By
 PE1247  HISTORY     - 1935     MONUMENTED       CGS
 PE1247  HISTORY     - 1935     GOOD             NGS
 PE1247  HISTORY     - 1979     MARK NOT FOUND   USGS
 PE1247
 PE1247                          STATION DESCRIPTION
 PE1247
 PE1247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PE1247'AT COOPERS MILLS.
 PE1247'AT COOPERS MILLS, LINCOLN COUNTY, ABOUT 66 YARDS NORTHEAST OF
 PE1247'THE CENTER OF THE JUNCTION OF STATE HIGHWAYS 17 AND 218, 14
 PE1247'FEET SOUTHEAST OF THE CENTERLINE OF THE SOUTH CHINA ROAD, 11
 PE1247'FEET NORTH OF A LARGE TREE, AND 7 FEET SOUTH OF POLE 2.  A
 PE1247'STANDARD DISK, STAMPED M 45 1935 AND SET IN THE TOP OF A
 PE1247'CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 PE1247
 PE1247                          STATION RECOVERY (1979)
 PE1247
 PE1247'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PE1247'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0809 ***********************************************************************
 PE0809  DESIGNATION -  M 46
 PE0809  PID         -  PE0809
 PE0809  STATE/COUNTY-  ME/KENNEBEC
 PE0809  USGS QUAD   -  ALBION (1982)
 PE0809
 PE0809                         *CURRENT SURVEY CONTROL
 PE0809  ___________________________________________________________________
 PE0809* NAD 83(1986)-  44 30 21.     (N)    069 28 24.     (W)     SCALED    
 PE0809* NAVD 88     -        80.636  (meters)     264.55   (feet)  ADJUSTED  
 PE0809  ___________________________________________________________________
 PE0809  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 PE0809  DYNAMIC HT  -          80.630 (meters)     264.53  (feet)  COMP
 PE0809  MODELED GRAV-     980,539.4   (mgal)                       NAVD 88
 PE0809
 PE0809  VERT ORDER  -  SECOND    CLASS 0
 PE0809
 PE0809.The horizontal coordinates were scaled from a topographic map and have
 PE0809.an estimated accuracy of +/- 6 seconds.
 PE0809
 PE0809.The orthometric height was determined by differential leveling
 PE0809.and adjusted by the National Geodetic Survey in June 1991..
 PE0809
 PE0809.The geoid height was determined by GEOID03.
 PE0809
 PE0809.The dynamic height is computed by dividing the NAVD 88
 PE0809.geopotential number by the normal gravity value computed on the
 PE0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0809.degrees latitude (g = 980.6199 gals.).
 PE0809
 PE0809.The modeled gravity was interpolated from observed gravity values.
 PE0809
 PE0809;                    North         East    Units  Estimated Accuracy
 PE0809;SPC ME W     -   186,050.      955,130.      MT  (+/- 180 meters Scaled)
 PE0809
 PE0809                          SUPERSEDED SURVEY CONTROL
 PE0809
 PE0809  NGVD 29 (??/??/92)   80.853  (m)          265.27   (f) ADJ UNCH    2 0
 PE0809
 PE0809.Superseded values are not recommended for survey control.
 PE0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0809.See file dsdata.txt to determine how the superseded data were derived.
 PE0809
 PE0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK623281(NAD 83)
 PE0809_MARKER: DB = BENCH MARK DISK
 PE0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0809_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0809_STAMPING: M 46 1935
 PE0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0809+STABILITY: SURFACE MOTION
 PE0809
 PE0809  HISTORY     - Date     Condition        Report By
 PE0809  HISTORY     - 1935     MONUMENTED       CGS
 PE0809  HISTORY     - 1957     MARK NOT FOUND   NGS
 PE0809
 PE0809                          STATION DESCRIPTION
 PE0809
 PE0809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 PE0809'3 MI NE FROM CHINA.
 PE0809'3.0 MILES NORTHEAST ALONG STATE HIGHWAY 9 FROM THE POST OFFICE
 PE0809'AT CHINA, KENNEBEC COUNTY, AT THE TOP OF A SMALL HILL, 42 FEET
 PE0809'EAST OF THE CENTER OF THE JUNCTION OF A ROAD LEADING SOUTH,
 PE0809'OPPOSITE A CURVE, 23 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 PE0809'AND 7 FEET SOUTHEAST OF A POLE.  A STANDARD DISK, STAMPED M
 PE0809'46 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1/2 FOOT
 PE0809'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0924 ***********************************************************************
 PE0924  DESIGNATION -  M 47
 PE0924  PID         -  PE0924
 PE0924  STATE/COUNTY-  ME/KNOX
 PE0924  USGS QUAD   -  WASHINGTON (1973)
 PE0924
 PE0924                         *CURRENT SURVEY CONTROL
 PE0924  ___________________________________________________________________
 PE0924* NAD 83(1986)-  44 18 28.     (N)    069 21 39.     (W)     SCALED    
 PE0924* NAVD 88     -       115.800  (meters)     379.92   (feet)  ADJUSTED  
 PE0924  ___________________________________________________________________
 PE0924  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 PE0924  DYNAMIC HT  -         115.790 (meters)     379.89  (feet)  COMP
 PE0924  MODELED GRAV-     980,526.5   (mgal)                       NAVD 88
 PE0924
 PE0924  VERT ORDER  -  SECOND    CLASS 0
 PE0924
 PE0924.The horizontal coordinates were scaled from a topographic map and have
 PE0924.an estimated accuracy of +/- 6 seconds.
 PE0924
 PE0924.The orthometric height was determined by differential leveling
 PE0924.and adjusted by the National Geodetic Survey in June 1991..
 PE0924
 PE0924.The geoid height was determined by GEOID03.
 PE0924
 PE0924.The dynamic height is computed by dividing the NAVD 88
 PE0924.geopotential number by the normal gravity value computed on the
 PE0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0924.degrees latitude (g = 980.6199 gals.).
 PE0924
 PE0924.The modeled gravity was interpolated from observed gravity values.
 PE0924
 PE0924;                    North         East    Units  Estimated Accuracy
 PE0924;SPC ME E     -    71,590.      231,320.      MT  (+/- 180 meters Scaled)
 PE0924
 PE0924                          SUPERSEDED SURVEY CONTROL
 PE0924
 PE0924  NGVD 29 (??/??/92)  116.010  (m)          380.61   (f) ADJ UNCH    2 0
 PE0924
 PE0924.Superseded values are not recommended for survey control.
 PE0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0924.See file dsdata.txt to determine how the superseded data were derived.
 PE0924
 PE0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK712061(NAD 83)
 PE0924_MARKER: DB = BENCH MARK DISK
 PE0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0924_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0924_STAMPING: M 47 1935
 PE0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0924+STABILITY: SURFACE MOTION
 PE0924
 PE0924  HISTORY     - Date     Condition        Report By
 PE0924  HISTORY     - 1935     MONUMENTED       CGS
 PE0924
 PE0924                          STATION DESCRIPTION
 PE0924
 PE0924'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE0924'2.3 MI N FROM WASHINGTON.
 PE0924'2.3 MILES NORTH ALONG STATE HIGHWAY 220 FROM THE POST OFFICE AT
 PE0924'WASHINGTON, KNOX COUNTY, ON THE PROLONGATION OF THE CENTERLINE
 PE0924'OF THE HIGHWAY FROM THE SOUTH, AT THE NORTHWEST CORNER OF A
 PE0924'FIELD, 24 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 12 FEET
 PE0924'NORTHEAST OF THE CENTERLINE OF A SMALL FIELD ROAD, AND 5 FEET
 PE0924'EAST OF A POLE.  A STANDARD DISK, STAMPED M 47 1935 AND SET IN
 PE0924'THE TOP OF A CONCRETE POST PROJECTING 1/2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0946 ***********************************************************************
 PE0946  DESIGNATION -  M 48
 PE0946  PID         -  PE0946
 PE0946  STATE/COUNTY-  ME/KNOX
 PE0946  USGS QUAD   -  THOMASTON (1973)
 PE0946
 PE0946                         *CURRENT SURVEY CONTROL
 PE0946  ___________________________________________________________________
 PE0946* NAD 83(1986)-  44 05 38.     (N)    069 13 02.     (W)     SCALED    
 PE0946* NAVD 88     -        44.055  (meters)     144.54   (feet)  ADJUSTED  
 PE0946  ___________________________________________________________________
 PE0946  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 PE0946  DYNAMIC HT  -          44.050 (meters)     144.52  (feet)  COMP
 PE0946  MODELED GRAV-     980,523.2   (mgal)                       NAVD 88
 PE0946
 PE0946  VERT ORDER  -  SECOND    CLASS 0
 PE0946
 PE0946.The horizontal coordinates were scaled from a topographic map and have
 PE0946.an estimated accuracy of +/- 6 seconds.
 PE0946
 PE0946.The orthometric height was determined by differential leveling
 PE0946.and adjusted by the National Geodetic Survey in June 1991..
 PE0946
 PE0946.The geoid height was determined by GEOID03.
 PE0946
 PE0946.The dynamic height is computed by dividing the NAVD 88
 PE0946.geopotential number by the normal gravity value computed on the
 PE0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0946.degrees latitude (g = 980.6199 gals.).
 PE0946
 PE0946.The modeled gravity was interpolated from observed gravity values.
 PE0946
 PE0946;                    North         East    Units  Estimated Accuracy
 PE0946;SPC ME E     -    47,710.      242,570.      MT  (+/- 180 meters Scaled)
 PE0946
 PE0946                          SUPERSEDED SURVEY CONTROL
 PE0946
 PE0946  NGVD 29 (??/??/92)   44.263  (m)          145.22   (f) ADJ UNCH    2 0
 PE0946
 PE0946.Superseded values are not recommended for survey control.
 PE0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0946.See file dsdata.txt to determine how the superseded data were derived.
 PE0946
 PE0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ826823(NAD 83)
 PE0946_MARKER: DB = BENCH MARK DISK
 PE0946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0946_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0946_STAMPING: M 48 1935
 PE0946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0946+STABILITY: SURFACE MOTION
 PE0946
 PE0946  HISTORY     - Date     Condition        Report By
 PE0946  HISTORY     - 1935     MONUMENTED       CGS
 PE0946  HISTORY     - 1953     GOOD             NGS
 PE0946  HISTORY     - 20040903 MARK NOT FOUND   USPSQD
 PE0946
 PE0946                          STATION DESCRIPTION
 PE0946
 PE0946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 PE0946'1.4 MI N FROM THOMASTON.
 PE0946'1.4 MILES NORTH ALONG STATE HIGHWAY 131 FROM THE JUNCTION WITH
 PE0946'U.S. HIGHWAY 1 WEST OF THOMASTON, KNOX COUNTY, 3 POLES NORTH OF
 PE0946'A CURVE, 35 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 PE0946'OYSTER RIVER SCHOOL, 24 FEET WEST OF THE CENTERLINE OF THE
 PE0946'HIGHWAY, AND 8.5 FEET NORTH OF A MAPLE TREE AT THE NORTHEAST
 PE0946'CORNER OF A FARMYARD.  A STANDARD DISK, STAMPED M 48 1935 AND
 PE0946'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 PE0946
 PE0946                          STATION RECOVERY (2004)
 PE0946
 PE0946'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMW)
 PE0946'NONE OF THE REFERENCE POINTS COULD BE FOUND. THE AREA HAS CHANGED
 PE0946'GREATLY SINCE 1953.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0978 ***********************************************************************
 PE0978  DESIGNATION -  M 49
 PE0978  PID         -  PE0978
 PE0978  STATE/COUNTY-  ME/WALDO
 PE0978  USGS QUAD   -  MORRILL (1979)
 PE0978
 PE0978                         *CURRENT SURVEY CONTROL
 PE0978  ___________________________________________________________________
 PE0978* NAD 83(1986)-  44 25 18.     (N)    069 12 34.     (W)     SCALED    
 PE0978* NAVD 88     -       128.891  (meters)     422.87   (feet)  ADJUSTED  
 PE0978  ___________________________________________________________________
 PE0978  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 PE0978  DYNAMIC HT  -         128.880 (meters)     422.83  (feet)  COMP
 PE0978  MODELED GRAV-     980,529.6   (mgal)                       NAVD 88
 PE0978
 PE0978  VERT ORDER  -  SECOND    CLASS 0
 PE0978
 PE0978.The horizontal coordinates were scaled from a topographic map and have
 PE0978.an estimated accuracy of +/- 6 seconds.
 PE0978
 PE0978.The orthometric height was determined by differential leveling
 PE0978.and adjusted by the National Geodetic Survey in June 1991..
 PE0978
 PE0978.The geoid height was determined by GEOID03.
 PE0978
 PE0978.The dynamic height is computed by dividing the NAVD 88
 PE0978.geopotential number by the normal gravity value computed on the
 PE0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0978.degrees latitude (g = 980.6199 gals.).
 PE0978
 PE0978.The modeled gravity was interpolated from observed gravity values.
 PE0978
 PE0978;                    North         East    Units  Estimated Accuracy
 PE0978;SPC ME E     -    84,130.      243,510.      MT  (+/- 180 meters Scaled)
 PE0978
 PE0978                          SUPERSEDED SURVEY CONTROL
 PE0978
 PE0978  NGVD 29 (??/??/92)  129.107  (m)          423.58   (f) ADJ UNCH    2 0
 PE0978
 PE0978.Superseded values are not recommended for survey control.
 PE0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0978.See file dsdata.txt to determine how the superseded data were derived.
 PE0978
 PE0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK833187(NAD 83)
 PE0978_MARKER: DB = BENCH MARK DISK
 PE0978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0978_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0978_STAMPING: M 49 1935
 PE0978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0978+STABILITY: SURFACE MOTION
 PE0978
 PE0978  HISTORY     - Date     Condition        Report By
 PE0978  HISTORY     - 1935     MONUMENTED       CGS
 PE0978  HISTORY     - 1960     MARK NOT FOUND   NGS
 PE0978
 PE0978                          STATION DESCRIPTION
 PE0978
 PE0978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 PE0978'1 MI NE FROM NORTH SEARSMONT.
 PE0978'1.0 MILE NORTHEAST ALONG THE MORRILL ROAD FROM THE JUNCTION
 PE0978'WITH STATE HIGHWAY 3 AT NORTH SEARSMONT, WALDO COUNTY, AT THE
 PE0978'WEST SLOPE OF A HILL, OPPOSITE AND SOUTH OF THE WEST WALL OF THE
 PE0978'D.I. DOYNTON FARMHOUSE, 50 YARDS EAST OF THE EAST END OF A ROW
 PE0978'OF LARGE TREES NORTH OF THE ROAD, AND 31 FEET SOUTH OF THE
 PE0978'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED M 49 1935
 PE0978'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1/2 FOOT ABOVE
 PE0978'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0093 ***********************************************************************
 OC0093  DESIGNATION -  M 5
 OC0093  PID         -  OC0093
 OC0093  STATE/COUNTY-  ME/CUMBERLAND
 OC0093  USGS QUAD   -  PROUTS NECK (1978)
 OC0093
 OC0093                         *CURRENT SURVEY CONTROL
 OC0093  ___________________________________________________________________
 OC0093* NAD 83(1986)-  43 36 10.     (N)    070 18 06.     (W)     SCALED    
 OC0093* NAVD 88     -        11.363  (meters)      37.28   (feet)  ADJUSTED  
 OC0093  ___________________________________________________________________
 OC0093  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 OC0093  DYNAMIC HT  -          11.362 (meters)      37.28  (feet)  COMP
 OC0093  MODELED GRAV-     980,501.2   (mgal)                       NAVD 88
 OC0093
 OC0093  VERT ORDER  -  FIRST     CLASS II
 OC0093
 OC0093.The horizontal coordinates were scaled from a topographic map and have
 OC0093.an estimated accuracy of +/- 6 seconds.
 OC0093
 OC0093.The orthometric height was determined by differential leveling
 OC0093.and adjusted by the National Geodetic Survey in June 1991..
 OC0093.WARNING-Repeat measurements at this control monument indicate possible
 OC0093.vertical movement.
 OC0093
 OC0093.The geoid height was determined by GEOID03.
 OC0093
 OC0093.The dynamic height is computed by dividing the NAVD 88
 OC0093.geopotential number by the normal gravity value computed on the
 OC0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0093.degrees latitude (g = 980.6199 gals.).
 OC0093
 OC0093.The modeled gravity was interpolated from observed gravity values.
 OC0093
 OC0093;                    North         East    Units  Estimated Accuracy
 OC0093;SPC ME W     -    85,490.      889,100.      MT  (+/- 180 meters Scaled)
 OC0093
 OC0093                          SUPERSEDED SURVEY CONTROL
 OC0093
 OC0093  NGVD 29 (??/??/92)   11.59   (m)           38.0    (f) COMPUTED    1 2
 OC0093
 OC0093.Superseded values are not recommended for survey control.
 OC0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0093.See file dsdata.txt to determine how the superseded data were derived.
 OC0093
 OC0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ949285(NAD 83)
 OC0093_MARKER: DB = BENCH MARK DISK
 OC0093_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OC0093_SP_SET: CONCRETE BLOCK
 OC0093_STAMPING: M 5 1923 ELEV 37.854 FT
 OC0093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC0093
 OC0093  HISTORY     - Date     Condition        Report By
 OC0093  HISTORY     - 1923     MONUMENTED       CGS
 OC0093  HISTORY     - 1943     GOOD             NGS
 OC0093
 OC0093                          STATION DESCRIPTION
 OC0093
 OC0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 OC0093'2 MI N FROM SCARBORO.
 OC0093'ABOUT 2 MILES NORTH ALONG THE DOVER LINE OF THE BOSTON AND
 OC0093'MAINE RAILROAD FROM THE STATION AT SCARBORO, AT A ROAD CROSSING,
 OC0093'18 FEET SOUTH OF CENTERLINE OF THE ROAD, 21 FEET EAST OF THE
 OC0093'EAST RAIL.  A STANDARD DISK SET IN TOP OF A CONCRETE BLOCK
 OC0093'FLUSH WITH THE GROUND AND ABOUT 2 FEET HIGHER THAN THE RAILROAD
 OC0093'BED.  NOTE-- THE RAILROAD STATION AT RIGBY HAS BEEN MOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0068 ***********************************************************************
 RG0068  DESIGNATION -  M 5
 RG0068  PID         -  RG0068
 RG0068  STATE/COUNTY-  ME/SOMERSET
 RG0068  USGS QUAD   -  HARDWOOD MOUNTAIN SW (1989)
 RG0068
 RG0068                         *CURRENT SURVEY CONTROL
 RG0068  ___________________________________________________________________
 RG0068* NAD 83(1986)-  46 28 10.     (N)    070 10 42.     (W)     SCALED    
 RG0068* NAVD 88     -       396.540  (meters)    1300.98   (feet)  ADJUSTED  
 RG0068  ___________________________________________________________________
 RG0068  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 RG0068  DYNAMIC HT  -         396.547 (meters)    1301.00  (feet)  COMP
 RG0068  MODELED GRAV-     980,620.3   (mgal)                       NAVD 88
 RG0068
 RG0068  VERT ORDER  -  SECOND    CLASS 0
 RG0068
 RG0068.The horizontal coordinates were scaled from a topographic map and have
 RG0068.an estimated accuracy of +/- 6 seconds.
 RG0068
 RG0068.The orthometric height was determined by differential leveling
 RG0068.and adjusted by the National Geodetic Survey in June 1991..
 RG0068
 RG0068.The geoid height was determined by GEOID03.
 RG0068
 RG0068.The dynamic height is computed by dividing the NAVD 88
 RG0068.geopotential number by the normal gravity value computed on the
 RG0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RG0068.degrees latitude (g = 980.6199 gals.).
 RG0068
 RG0068.The modeled gravity was interpolated from observed gravity values.
 RG0068
 RG0068;                    North         East    Units  Estimated Accuracy
 RG0068;SPC ME W     -   404,050.      899,100.      MT  (+/- 180 meters Scaled)
 RG0068
 RG0068                          SUPERSEDED SURVEY CONTROL
 RG0068
 RG0068  NGVD 29 (??/??/92)  396.709  (m)         1301.54   (f) ADJ UNCH    2 0
 RG0068
 RG0068.Superseded values are not recommended for survey control.
 RG0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0068.See file dsdata.txt to determine how the superseded data were derived.
 RG0068
 RG0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM095468(NAD 83)
 RG0068_MARKER: DB = BENCH MARK DISK
 RG0068_SETTING: 80 = SET IN A BOULDER
 RG0068_SP_SET: BOULDER
 RG0068_STAMPING: M 5 1953
 RG0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RG0068+STABILITY: SURFACE MOTION
 RG0068
 RG0068  HISTORY     - Date     Condition        Report By
 RG0068  HISTORY     - 1953     MONUMENTED       CGS
 RG0068
 RG0068                          STATION DESCRIPTION
 RG0068
 RG0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RG0068'1.7 MI SE FROM STE CAMILLE.
 RG0068'1.7 MILES SOUTHEAST ALONG A ROAD FROM THE CROSSING OF THE QUEBEC
 RG0068'CENTRAL RAILWAY AND STATION AT STE CAMILLE, ABOUT 0.25 MILE
 RG0068'SOUTHEAST OF A NORTHEAST-SOUTHWEST CROSSROAD, IN A PLOWED FIELD,
 RG0068'IN THE TOP AND NEAR THE HIGH POINT OF A PROMINENT 16 BY 10-FOOT
 RG0068'EMBEDDED BOULDER PROJECTING ABOUT 3 FEET ABOVE GROUND, 141 FEET
 RG0068'NORTHEAST OF CENTER LINE OF ROAD, 8 FEET NORTHEAST OF SOUTHWEST
 RG0068'AND LOWEST POINT OF BOULDER, 36 FEET SOUTHWEST OF A FENCE LINE,
 RG0068'AND ABOUT 2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0094 ***********************************************************************
 OC0094  DESIGNATION -  M 5 RESET 1950
 OC0094  PID         -  OC0094
 OC0094  STATE/COUNTY-  ME/CUMBERLAND
 OC0094  USGS QUAD   -  PROUTS NECK (1978)
 OC0094
 OC0094                         *CURRENT SURVEY CONTROL
 OC0094  ___________________________________________________________________
 OC0094* NAD 83(1986)-  43 36 11.     (N)    070 18 06.     (W)     SCALED    
 OC0094* NAVD 88     -        11.320  (meters)      37.14   (feet)  ADJUSTED  
 OC0094  ___________________________________________________________________
 OC0094  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 OC0094  DYNAMIC HT  -          11.319 (meters)      37.14  (feet)  COMP
 OC0094  MODELED GRAV-     980,501.2   (mgal)                       NAVD 88
 OC0094
 OC0094  VERT ORDER  -  FIRST     CLASS I
 OC0094
 OC0094.The horizontal coordinates were scaled from a topographic map and have
 OC0094.an estimated accuracy of +/- 6 seconds.
 OC0094
 OC0094.The orthometric height was determined by differential leveling
 OC0094.and adjusted by the National Geodetic Survey in June 1991..
 OC0094
 OC0094.The geoid height was determined by GEOID03.
 OC0094
 OC0094.The dynamic height is computed by dividing the NAVD 88
 OC0094.geopotential number by the normal gravity value computed on the
 OC0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0094.degrees latitude (g = 980.6199 gals.).
 OC0094
 OC0094.The modeled gravity was interpolated from observed gravity values.
 OC0094
 OC0094;                    North         East    Units  Estimated Accuracy
 OC0094;SPC ME W     -    85,520.      889,100.      MT  (+/- 180 meters Scaled)
 OC0094
 OC0094                          SUPERSEDED SURVEY CONTROL
 OC0094
 OC0094  NGVD 29 (??/??/92)   11.544  (m)           37.87   (f) ADJ UNCH    1 1
 OC0094
 OC0094.Superseded values are not recommended for survey control.
 OC0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0094.See file dsdata.txt to determine how the superseded data were derived.
 OC0094
 OC0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ949286(NAD 83)
 OC0094_MARKER: DB = BENCH MARK DISK
 OC0094_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC0094_SP_SET: PIER
 OC0094_STAMPING: M 5 RESET 1950
 OC0094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC0094
 OC0094  HISTORY     - Date     Condition        Report By
 OC0094  HISTORY     - 1950     MONUMENTED       CGS
 OC0094  HISTORY     - 1966     GOOD             NGS
 OC0094  HISTORY     - 1978     MARK NOT FOUND   DOD
 OC0094  HISTORY     - 1987     GOOD             USPSQD
 OC0094  HISTORY     - 1988     GOOD             USPSQD
 OC0094
 OC0094                          STATION DESCRIPTION
 OC0094
 OC0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 OC0094'3 MI NE FROM SCARBOROUGH.
 OC0094'ABOUT 2.1 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE POST
 OC0094'OFFICE AT SCARBOROUGH, THENCE ABOUT 0.9 MILE SOUTHEAST ALONG
 OC0094'PLEASANT HILL ROAD, ALONG THE BOSTON AND MAINE RAILROAD AT THE
 OC0094'HIGHWAY OVERPASS WHERE PLEASANT HILL ROAD CROSSES THE TRACK,
 OC0094'SET VERTICALLY IN THE NORTHWEST FACE NEAR THE NORTHEAST END
 OC0094'OF SOUTHEAST CONCRETE PIER WHICH SUPPORTS THE OVERPASS, 35
 OC0094'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 1.1 FEET SOUTHWEST OF
 OC0094'THE NORTHEAST END OF THE PIER, AND ABOUT 1 FOOT ABOVE THE LEVEL
 OC0094'OF THE TRACK.
 OC0094
 OC0094                          STATION RECOVERY (1978)
 OC0094
 OC0094'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 OC0094'MARK NOT FOUND.
 OC0094
 OC0094                          STATION RECOVERY (1987)
 OC0094
 OC0094'RECOVERY NOTE BY US POWER SQUADRON 1987 (DWH)
 OC0094'RECOVERED IN GOOD CONDITION.
 OC0094
 OC0094                          STATION RECOVERY (1988)
 OC0094
 OC0094'RECOVERY NOTE BY US POWER SQUADRON 1988 (DWH)
 OC0094'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1006 ***********************************************************************
 PE1006  DESIGNATION -  M 50
 PE1006  PID         -  PE1006
 PE1006  STATE/COUNTY-  ME/WALDO
 PE1006  USGS QUAD   -  LIBERTY (1979)
 PE1006
 PE1006                         *CURRENT SURVEY CONTROL
 PE1006  ___________________________________________________________________
 PE1006* NAD 83(1986)-  44 22 57.     (N)    069 21 56.     (W)     SCALED    
 PE1006* NAVD 88     -       158.769  (meters)     520.89   (feet)  ADJUSTED  
 PE1006  ___________________________________________________________________
 PE1006  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 PE1006  DYNAMIC HT  -         158.755 (meters)     520.85  (feet)  COMP
 PE1006  MODELED GRAV-     980,524.1   (mgal)                       NAVD 88
 PE1006
 PE1006  VERT ORDER  -  SECOND    CLASS 0
 PE1006
 PE1006.The horizontal coordinates were scaled from a topographic map and have
 PE1006.an estimated accuracy of +/- 6 seconds.
 PE1006
 PE1006.The orthometric height was determined by differential leveling
 PE1006.and adjusted by the National Geodetic Survey in June 1991..
 PE1006
 PE1006.The geoid height was determined by GEOID03.
 PE1006
 PE1006.The dynamic height is computed by dividing the NAVD 88
 PE1006.geopotential number by the normal gravity value computed on the
 PE1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1006.degrees latitude (g = 980.6199 gals.).
 PE1006
 PE1006.The modeled gravity was interpolated from observed gravity values.
 PE1006
 PE1006;                    North         East    Units  Estimated Accuracy
 PE1006;SPC ME E     -    79,900.      231,030.      MT  (+/- 180 meters Scaled)
 PE1006
 PE1006                          SUPERSEDED SURVEY CONTROL
 PE1006
 PE1006  NGVD 29 (??/??/92)  158.982  (m)          521.59   (f) ADJ UNCH    2 0
 PE1006
 PE1006.Superseded values are not recommended for survey control.
 PE1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1006.See file dsdata.txt to determine how the superseded data were derived.
 PE1006
 PE1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK708144(NAD 83)
 PE1006_MARKER: DB = BENCH MARK DISK
 PE1006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1006_STAMPING: M 50 1935
 PE1006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1006+STABILITY: SURFACE MOTION
 PE1006
 PE1006  HISTORY     - Date     Condition        Report By
 PE1006  HISTORY     - 1935     MONUMENTED       CGS
 PE1006
 PE1006                          STATION DESCRIPTION
 PE1006
 PE1006'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE1006'3.5 MI W FROM LIBERTY.
 PE1006'3.5 MILES WEST ALONG STATE HIGHWAY 3 FROM THE INTERSECTION OF
 PE1006'STATE HIGHWAY 220 AT LIBERTY, WALDO COUNTY, AT THE WEST SLOPE OF
 PE1006'A HILL, 46 FEET WEST OF THE CENTER OF THE JUNCTION OF A ROAD
 PE1006'LEADING NORTH, 35.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 PE1006'SCHOOL, AND 27 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A
 PE1006'STANDARD DISK, STAMPED M 50 1935 AND SET IN THE TOP OF CONCRETE
 PE1006'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1278 ***********************************************************************
 PE1278  DESIGNATION -  M 51
 PE1278  PID         -  PE1278
 PE1278  STATE/COUNTY-  ME/LINCOLN
 PE1278  USGS QUAD   -  WISCASSET (1979)
 PE1278
 PE1278                         *CURRENT SURVEY CONTROL
 PE1278  ___________________________________________________________________
 PE1278* NAD 83(1986)-  44 06 26.     (N)    069 43 25.     (W)     SCALED    
 PE1278* NAVD 88     -         9.831  (meters)      32.25   (feet)  ADJUSTED  
 PE1278  ___________________________________________________________________
 PE1278  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 PE1278  DYNAMIC HT  -           9.830 (meters)      32.25  (feet)  COMP
 PE1278  MODELED GRAV-     980,516.8   (mgal)                       NAVD 88
 PE1278
 PE1278  VERT ORDER  -  SECOND    CLASS 0
 PE1278
 PE1278.The horizontal coordinates were scaled from a topographic map and have
 PE1278.an estimated accuracy of +/- 6 seconds.
 PE1278
 PE1278.The orthometric height was determined by differential leveling
 PE1278.and adjusted by the National Geodetic Survey in June 1991..
 PE1278
 PE1278.The geoid height was determined by GEOID03.
 PE1278
 PE1278.The dynamic height is computed by dividing the NAVD 88
 PE1278.geopotential number by the normal gravity value computed on the
 PE1278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1278.degrees latitude (g = 980.6199 gals.).
 PE1278
 PE1278.The modeled gravity was interpolated from observed gravity values.
 PE1278
 PE1278;                    North         East    Units  Estimated Accuracy
 PE1278;SPC ME W     -   141,620.      935,470.      MT  (+/- 180 meters Scaled)
 PE1278
 PE1278                          SUPERSEDED SURVEY CONTROL
 PE1278
 PE1278  NGVD 29 (??/??/92)   10.038  (m)           32.93   (f) ADJ UNCH    2 0
 PE1278
 PE1278.Superseded values are not recommended for survey control.
 PE1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1278.See file dsdata.txt to determine how the superseded data were derived.
 PE1278
 PE1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ420840(NAD 83)
 PE1278_MARKER: DB = BENCH MARK DISK
 PE1278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1278_STAMPING: M 51 1935
 PE1278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1278+STABILITY: SURFACE MOTION
 PE1278
 PE1278  HISTORY     - Date     Condition        Report By
 PE1278  HISTORY     - 1935     MONUMENTED       CGS
 PE1278  HISTORY     - 1949     GOOD             NGS
 PE1278  HISTORY     - 1978     GOOD             LOCENG
 PE1278  HISTORY     - 19910409 GOOD             USPSQD
 PE1278  HISTORY     - 20060210 MARK NOT FOUND   USPSQD
 PE1278
 PE1278                          STATION DESCRIPTION
 PE1278
 PE1278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 PE1278'AT DRESDEN MILLS.
 PE1278'AT DRESDEN MILLS, 116 FEET SOUTHEAST OF JUNCTION OF STATE HIGHWAY
 PE1278'NO. 197 AND HIGHWAY NO. 27, 28 FEET NORTHEAST OF THE CENTERLINE
 PE1278'OF HIGHWAY NO. 27, 27 FEET WEST OF THE NORTHWEST CORNER OF THE
 PE1278'METHODIST CHURCH.  STATION IS MARKED BY A STANDARD U.S. GEOLOGICAL
 PE1278'SURVEY DISK SET IN TOP OF A 6 IN X 6 IN CONCRETE POST STAMPED
 PE1278'M 51 1935, SET FLUSH WITH GROUND.
 PE1278
 PE1278                          STATION RECOVERY (1978)
 PE1278
 PE1278'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 PE1278'RECOVERED IN GOOD CONDITION.
 PE1278
 PE1278                          STATION RECOVERY (1991)
 PE1278
 PE1278'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 PE1278'RECOVERED IN GOOD CONDITION.
 PE1278
 PE1278                          STATION RECOVERY (2006)
 PE1278
 PE1278'RECOVERY NOTE BY US POWER SQUADRON 2006 (AMW)
 PE1278'THE LOCATION IS NO LONGER A CHURCH AND AT PRESENT IS A ANTIQUE SHOP.
 PE1278'THE AREA WHERE THE STATION IS LOCATED IS COVERED BY A LARGE FARM
 PE1278'MACHINE. THE MARK IS SUROUNDED BY METAL PARTS AND COULD NOT BE LOCATED
 PE1278'WHITH A METAL DETECTOR. IT IS PROBABLY STILL AT THE SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1292 ***********************************************************************
 PE1292  DESIGNATION -  M 52
 PE1292  PID         -  PE1292
 PE1292  STATE/COUNTY-  ME/LINCOLN
 PE1292  USGS QUAD   -  NORTH WHITEFIELD (1979)
 PE1292
 PE1292                         *CURRENT SURVEY CONTROL
 PE1292  ___________________________________________________________________
 PE1292* NAD 83(1986)-  44 14 55.     (N)    069 30 46.     (W)     SCALED    
 PE1292* NAVD 88     -        76.528  (meters)     251.08   (feet)  ADJUSTED  
 PE1292  ___________________________________________________________________
 PE1292  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 PE1292  DYNAMIC HT  -          76.520 (meters)     251.05  (feet)  COMP
 PE1292  MODELED GRAV-     980,520.2   (mgal)                       NAVD 88
 PE1292
 PE1292  VERT ORDER  -  SECOND    CLASS 0
 PE1292
 PE1292.The horizontal coordinates were scaled from a topographic map and have
 PE1292.an estimated accuracy of +/- 6 seconds.
 PE1292
 PE1292.The orthometric height was determined by differential leveling
 PE1292.and adjusted by the National Geodetic Survey in June 1991..
 PE1292
 PE1292.The geoid height was determined by GEOID03.
 PE1292
 PE1292.The dynamic height is computed by dividing the NAVD 88
 PE1292.geopotential number by the normal gravity value computed on the
 PE1292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1292.degrees latitude (g = 980.6199 gals.).
 PE1292
 PE1292.The modeled gravity was interpolated from observed gravity values.
 PE1292
 PE1292;                    North         East    Units  Estimated Accuracy
 PE1292;SPC ME W     -   157,450.      952,230.      MT  (+/- 180 meters Scaled)
 PE1292
 PE1292                          SUPERSEDED SURVEY CONTROL
 PE1292
 PE1292  NGVD 29 (??/??/92)   76.739  (m)          251.77   (f) ADJ UNCH    2 0
 PE1292
 PE1292.Superseded values are not recommended for survey control.
 PE1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1292.See file dsdata.txt to determine how the superseded data were derived.
 PE1292
 PE1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ590996(NAD 83)
 PE1292_MARKER: DB = BENCH MARK DISK
 PE1292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1292_STAMPING: M 52 1935
 PE1292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1292+STABILITY: SURFACE MOTION
 PE1292
 PE1292  HISTORY     - Date     Condition        Report By
 PE1292  HISTORY     - 1935     MONUMENTED       CGS
 PE1292
 PE1292                          STATION DESCRIPTION
 PE1292
 PE1292'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE1292'2.2 MI SE FROM COOPERS MILLS.
 PE1292'2.2 MILES SOUTHEAST ALONG STATE HIGHWAY 17 FROM THE POST OFFICE
 PE1292'AT COOPERS MILLS, LINCOLN COUNTY, 5 POLES EAST OF THE EAST END
 PE1292'OF A CURVE, ON THE WEST SLOPE OF A HILL, 32 FEET SOUTH OF THE
 PE1292'CENTERLINE OF THE HIGHWAY, AND 20 FEET WEST OF THE CENTER OF
 PE1292'THE GATE TO A PASTURE.  A STANDARD DISK, STAMPED M 52 1935 AND
 PE1292'SET IN THE TOP OF A CONCRETE POST PROJECTING 1/2 FOOT ABOVE
 PE1292'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0085 ***********************************************************************
 RE0085  DESIGNATION -  M 55
 RE0085  PID         -  RE0085
 RE0085  STATE/COUNTY-  ME/AROOSTOOK
 RE0085  USGS QUAD   -  LIMESTONE (1978)
 RE0085
 RE0085                         *CURRENT SURVEY CONTROL
 RE0085  ___________________________________________________________________
 RE0085* NAD 83(1986)-  46 53 16.     (N)    067 49 33.     (W)     SCALED    
 RE0085* NAVD 88     -       206.618  (meters)     677.88   (feet)  ADJUSTED  
 RE0085  ___________________________________________________________________
 RE0085  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 RE0085  DYNAMIC HT  -         206.642 (meters)     677.96  (feet)  COMP
 RE0085  MODELED GRAV-     980,724.3   (mgal)                       NAVD 88
 RE0085
 RE0085  VERT ORDER  -  SECOND    CLASS 0
 RE0085
 RE0085.The horizontal coordinates were scaled from a topographic map and have
 RE0085.an estimated accuracy of +/- 6 seconds.
 RE0085
 RE0085.The orthometric height was determined by differential leveling
 RE0085.and adjusted by the National Geodetic Survey in June 1991..
 RE0085
 RE0085.The geoid height was determined by GEOID03.
 RE0085
 RE0085.The dynamic height is computed by dividing the NAVD 88
 RE0085.geopotential number by the normal gravity value computed on the
 RE0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0085.degrees latitude (g = 980.6199 gals.).
 RE0085
 RE0085.The modeled gravity was interpolated from observed gravity values.
 RE0085
 RE0085;                    North         East    Units  Estimated Accuracy
 RE0085;SPC ME E     -   358,170.      351,380.      MT  (+/- 180 meters Scaled)
 RE0085
 RE0085                          SUPERSEDED SURVEY CONTROL
 RE0085
 RE0085  NGVD 29 (??/??/92)  206.824  (m)          678.56   (f) ADJ UNCH    2 0
 RE0085
 RE0085.Superseded values are not recommended for survey control.
 RE0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0085.See file dsdata.txt to determine how the superseded data were derived.
 RE0085
 RE0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM894933(NAD 83)
 RE0085_MARKER: DB = BENCH MARK DISK
 RE0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RE0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RE0085_STAMPING: M 55 1935
 RE0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RE0085+STABILITY: SURFACE MOTION
 RE0085
 RE0085  HISTORY     - Date     Condition        Report By
 RE0085  HISTORY     - 1935     MONUMENTED       CGS
 RE0085  HISTORY     - 1952     MARK NOT FOUND   NGS
 RE0085
 RE0085                          STATION DESCRIPTION
 RE0085
 RE0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RE0085'1.5 MI S FROM LIMESTONE.
 RE0085'1.5 MILES SOUTH ALONG STATE HIGHWAY 165 FROM THE POST OFFICE
 RE0085'AT LIMESTONE, AROOSTOOK COUNTY, 0.9 MILE SOUTH OF THE JUNCTION
 RE0085'OF OLD STATE HIGHWAY 223 LEADING WEST TO COTE CORNER, 0.7 MILE
 RE0085'NORTH OF A ROAD INTERSECTION, AT THE CREST OF A HILL, 41 FEET
 RE0085'SOUTHEAST OF POLE 369, 23 FEET EAST OF THE CENTER LINE OF THE
 RE0085'HIGHWAY, AND 4 FEET NORTHEAST OF A POWER-TRANSMISSION LINE POLE
 RE0085'WITH A TRANSFORMER.  A STANDARD DISK, STAMPED M 55 1935 AND
 RE0085'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 RE0085'GROUND.
 RE0085
 RE0085                          STATION RECOVERY (1952)
 RE0085
 RE0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 RE0085'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0033 ***********************************************************************
 SF0033  DESIGNATION -  M 56
 SF0033  PID         -  SF0033
 SF0033  STATE/COUNTY-  ME/AROOSTOOK
 SF0033  USGS QUAD   -  PICARD BROOK (1986)
 SF0033
 SF0033                         *CURRENT SURVEY CONTROL
 SF0033  ___________________________________________________________________
 SF0033* NAD 83(1986)-  47 00 46.     (N)    068 05 47.     (W)     SCALED    
 SF0033* NAVD 88     -       205.503  (meters)     674.22   (feet)  ADJUSTED  
 SF0033  ___________________________________________________________________
 SF0033  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 SF0033  DYNAMIC HT  -         205.527 (meters)     674.30  (feet)  COMP
 SF0033  MODELED GRAV-     980,728.3   (mgal)                       NAVD 88
 SF0033
 SF0033  VERT ORDER  -  SECOND    CLASS 0
 SF0033
 SF0033.The horizontal coordinates were scaled from a topographic map and have
 SF0033.an estimated accuracy of +/- 6 seconds.
 SF0033
 SF0033.The orthometric height was determined by differential leveling
 SF0033.and adjusted by the National Geodetic Survey in June 1991..
 SF0033
 SF0033.The geoid height was determined by GEOID03.
 SF0033
 SF0033.The dynamic height is computed by dividing the NAVD 88
 SF0033.geopotential number by the normal gravity value computed on the
 SF0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0033.degrees latitude (g = 980.6199 gals.).
 SF0033
 SF0033.The modeled gravity was interpolated from observed gravity values.
 SF0033
 SF0033;                    North         East    Units  Estimated Accuracy
 SF0033;SPC ME E     -   371,920.      330,690.      MT  (+/- 180 meters Scaled)
 SF0033
 SF0033                          SUPERSEDED SURVEY CONTROL
 SF0033
 SF0033  NGVD 29 (??/??/92)  205.682  (m)          674.81   (f) ADJ UNCH    2 0
 SF0033
 SF0033.Superseded values are not recommended for survey control.
 SF0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0033.See file dsdata.txt to determine how the superseded data were derived.
 SF0033
 SF0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN686069(NAD 83)
 SF0033_MARKER: DB = BENCH MARK DISK
 SF0033_SETTING: 80 = SET IN A BOULDER
 SF0033_SP_SET: BOULDER
 SF0033_STAMPING: M 56 1935
 SF0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF0033+STABILITY: SURFACE MOTION
 SF0033
 SF0033  HISTORY     - Date     Condition        Report By
 SF0033  HISTORY     - 1935     MONUMENTED       CGS
 SF0033
 SF0033                          STATION DESCRIPTION
 SF0033
 SF0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SF0033'3.3 MI SE FROM STOCKHOLM.
 SF0033'3.3 MILES SOUTHEAST ALONG THE ACADIA ROAD FROM THE CROSSING OF
 SF0033'MAIN STREET AND THE BANGOR AND AROOSTOOK RAILROAD AT STOCKHOLM,
 SF0033'AROOSTOOK COUNTY, 0.5 MILE WEST OF EAST JEMTLAND SCHOOL, AT THE
 SF0033'JUNCTION OF A ROAD LEADING WEST TO JEMTLAND, 33 FEET NORTH OF
 SF0033'THE CENTER LINE OF THE JEMTLAND ROAD, 18 FEET WEST OF THE CENTER
 SF0033'LINE OF THE ACADIA ROAD, AND IN THE TOP OF A LARGE BOULDER.  A
 SF0033'STANDARD DISK, STAMPED M 56 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0038 ***********************************************************************
 RF0038  DESIGNATION -  M 57
 RF0038  PID         -  RF0038
 RF0038  STATE/COUNTY-  ME/AROOSTOOK
 RF0038  USGS QUAD   -  CARIBOU (1984)
 RF0038
 RF0038                         *CURRENT SURVEY CONTROL
 RF0038  ___________________________________________________________________
 RF0038* NAD 83(1986)-  46 50 36.     (N)    068 06 43.     (W)     SCALED    
 RF0038* NAVD 88     -       194.609  (meters)     638.48   (feet)  ADJUSTED  
 RF0038  ___________________________________________________________________
 RF0038  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 RF0038  DYNAMIC HT  -         194.632 (meters)     638.56  (feet)  COMP
 RF0038  MODELED GRAV-     980,725.2   (mgal)                       NAVD 88
 RF0038
 RF0038  VERT ORDER  -  SECOND    CLASS 0
 RF0038
 RF0038.The horizontal coordinates were scaled from a topographic map and have
 RF0038.an estimated accuracy of +/- 6 seconds.
 RF0038
 RF0038.The orthometric height was determined by differential leveling
 RF0038.and adjusted by the National Geodetic Survey in June 1991..
 RF0038
 RF0038.The geoid height was determined by GEOID03.
 RF0038
 RF0038.The dynamic height is computed by dividing the NAVD 88
 RF0038.geopotential number by the normal gravity value computed on the
 RF0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0038.degrees latitude (g = 980.6199 gals.).
 RF0038
 RF0038.The modeled gravity was interpolated from observed gravity values.
 RF0038
 RF0038;                    North         East    Units  Estimated Accuracy
 RF0038;SPC ME E     -   353,080.      329,600.      MT  (+/- 180 meters Scaled)
 RF0038
 RF0038                          SUPERSEDED SURVEY CONTROL
 RF0038
 RF0038  NGVD 29 (??/??/92)  194.790  (m)          639.07   (f) ADJ UNCH    2 0
 RF0038
 RF0038.Superseded values are not recommended for survey control.
 RF0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0038.See file dsdata.txt to determine how the superseded data were derived.
 RF0038
 RF0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM677881(NAD 83)
 RF0038_MARKER: DB = BENCH MARK DISK
 RF0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RF0038_STAMPING: M 57 1935
 RF0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0038+STABILITY: SURFACE MOTION
 RF0038
 RF0038  HISTORY     - Date     Condition        Report By
 RF0038  HISTORY     - 1935     MONUMENTED       CGS
 RF0038
 RF0038                          STATION DESCRIPTION
 RF0038
 RF0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RF0038'1.1 MI E FROM CARSON.
 RF0038'ABOUT 1.1 MILES EAST ALONG THE CARIBOU ROAD FROM THE CENTER OF
 RF0038'THE INTERSECTION OF THE AROOSTOOK VALLEY RAILROAD AT CARSON,
 RF0038'AROOSTOOK COUNTY, ABOUT 0.9 MILE WEST OF THE CRONKITE SCHOOL,
 RF0038'AT THE WEST SLOPE OF A HILL, ABOUT 58 FEET SOUTHEAST OF POLE
 RF0038'73, 38 FEET NORTH OF THE NORTHWEST CORNER OF A PURPLE FARMHOUSE,
 RF0038'AND 22 FEET SOUTH OF THE CENTER LINE OF THE ROAD.  A STANDARD
 RF0038'DISK, STAMPED M 57 1935 AND SET IN THE TOP OF A CONCRETE POST
 RF0038'PROJECTING ABOUT 1/2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0078 ***********************************************************************
 QG0078  DESIGNATION -  M 59
 QG0078  PID         -  QG0078
 QG0078  STATE/COUNTY-  ME/AROOSTOOK
 QG0078  USGS QUAD   -  REED POND (1988)
 QG0078
 QG0078                         *CURRENT SURVEY CONTROL
 QG0078  ___________________________________________________________________
 QG0078* NAD 83(1986)-  45 43 27.     (N)    068 08 39.     (W)     SCALED    
 QG0078* NAVD 88     -       165.379  (meters)     542.58   (feet)  ADJUSTED  
 QG0078  ___________________________________________________________________
 QG0078  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 QG0078  DYNAMIC HT  -         165.383 (meters)     542.59  (feet)  COMP
 QG0078  MODELED GRAV-     980,638.6   (mgal)                       NAVD 88
 QG0078
 QG0078  VERT ORDER  -  SECOND    CLASS 0
 QG0078
 QG0078.The horizontal coordinates were scaled from a topographic map and have
 QG0078.an estimated accuracy of +/- 6 seconds.
 QG0078
 QG0078.The orthometric height was determined by differential leveling
 QG0078.and adjusted by the National Geodetic Survey in June 1991..
 QG0078
 QG0078.The geoid height was determined by GEOID03.
 QG0078
 QG0078.The dynamic height is computed by dividing the NAVD 88
 QG0078.geopotential number by the normal gravity value computed on the
 QG0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0078.degrees latitude (g = 980.6199 gals.).
 QG0078
 QG0078.The modeled gravity was interpolated from observed gravity values.
 QG0078
 QG0078;                    North         East    Units  Estimated Accuracy
 QG0078;SPC ME E     -   228,680.      327,700.      MT  (+/- 180 meters Scaled)
 QG0078
 QG0078                          SUPERSEDED SURVEY CONTROL
 QG0078
 QG0078  NGVD 29 (??/??/92)  165.548  (m)          543.14   (f) ADJ UNCH    2 0
 QG0078
 QG0078.Superseded values are not recommended for survey control.
 QG0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0078.See file dsdata.txt to determine how the superseded data were derived.
 QG0078
 QG0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL665637(NAD 83)
 QG0078_MARKER: DB = BENCH MARK DISK
 QG0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0078_STAMPING: M 59 1935
 QG0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0078+STABILITY: SURFACE MOTION
 QG0078
 QG0078  HISTORY     - Date     Condition        Report By
 QG0078  HISTORY     - 1935     MONUMENTED       CGS
 QG0078  HISTORY     - 1935     GOOD             NGS
 QG0078  HISTORY     - 1978     MARK NOT FOUND   NGS
 QG0078  HISTORY     - 1978     MARK NOT FOUND   NGS
 QG0078  HISTORY     - 1978     MARK NOT FOUND   NGS
 QG0078
 QG0078                          STATION DESCRIPTION
 QG0078
 QG0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QG0078'8.7 MI NE FROM MACWAHOC.
 QG0078'8.7 MILES NORTHEAST ALONG U.S. HIGHWAY 2A FROM THE JUNCTION OF U.S.
 QG0078'HIGHWAY 2 AT MACWAHOC, AROOSTOOK COUNTY, 180 FEET WEST OF THE
 QG0078'CENTER OF THE INTERSECTION OF STATE HIGHWAY 171 AT REED, 94 FEET
 QG0078'WEST OF TELEPHONE POLE S-812, AND 27 FEET NORTHWEST OF THE
 QG0078'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED M 59 1935 AND
 QG0078'SET IN THE TOP OF A CONCRETE POST PROJECTING 10 INCHES ABOVE
 QG0078'GROUND.
 QG0078
 QG0078                          STATION RECOVERY (1978)
 QG0078
 QG0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0078'MARK SEARCHED FOR BUT NOT FOUND.
 QG0078
 QG0078                          STATION RECOVERY (1978)
 QG0078
 QG0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0078'MARK SEARCHED FOR BUT NOT FOUND.
 QG0078
 QG0078                          STATION RECOVERY (1978)
 QG0078
 QG0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0078'MARK SEARCHED FOR BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0165 ***********************************************************************
 QF0165  DESIGNATION -  M 60
 QF0165  PID         -  QF0165
 QF0165  STATE/COUNTY-  ME/AROOSTOOK
 QF0165  USGS QUAD   -  HAYNESVILLE (1989)
 QF0165
 QF0165                         *CURRENT SURVEY CONTROL
 QF0165  ___________________________________________________________________
 QF0165* NAD 83(1986)-  45 46 06.     (N)    067 55 13.     (W)     SCALED    
 QF0165* NAVD 88     -       130.356  (meters)     427.68   (feet)  ADJUSTED  
 QF0165  ___________________________________________________________________
 QF0165  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 QF0165  DYNAMIC HT  -         130.360 (meters)     427.69  (feet)  COMP
 QF0165  MODELED GRAV-     980,642.9   (mgal)                       NAVD 88
 QF0165
 QF0165  VERT ORDER  -  SECOND    CLASS 0
 QF0165
 QF0165.The horizontal coordinates were scaled from a topographic map and have
 QF0165.an estimated accuracy of +/- 6 seconds.
 QF0165
 QF0165.The orthometric height was determined by differential leveling
 QF0165.and adjusted by the National Geodetic Survey in June 1991..
 QF0165
 QF0165.The geoid height was determined by GEOID03.
 QF0165
 QF0165.The dynamic height is computed by dividing the NAVD 88
 QF0165.geopotential number by the normal gravity value computed on the
 QF0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0165.degrees latitude (g = 980.6199 gals.).
 QF0165
 QF0165.The modeled gravity was interpolated from observed gravity values.
 QF0165
 QF0165;                    North         East    Units  Estimated Accuracy
 QF0165;SPC ME E     -   233,690.      345,090.      MT  (+/- 180 meters Scaled)
 QF0165
 QF0165                          SUPERSEDED SURVEY CONTROL
 QF0165
 QF0165  NGVD 29 (??/??/92)  130.523  (m)          428.22   (f) ADJ UNCH    2 0
 QF0165
 QF0165.Superseded values are not recommended for survey control.
 QF0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0165.See file dsdata.txt to determine how the superseded data were derived.
 QF0165
 QF0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL839688(NAD 83)
 QF0165_MARKER: DB = BENCH MARK DISK
 QF0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QF0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QF0165_STAMPING: M 60 1935
 QF0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0165+STABILITY: SURFACE MOTION
 QF0165
 QF0165  HISTORY     - Date     Condition        Report By
 QF0165  HISTORY     - 1935     MONUMENTED       CGS
 QF0165  HISTORY     - 1958     MARK NOT FOUND   USGS
 QF0165  HISTORY     - 19850522 MARK NOT FOUND   USPSQD
 QF0165
 QF0165                          STATION DESCRIPTION
 QF0165
 QF0165'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 QF0165'4.4 MI NW FROM WESTON.
 QF0165'4.4 MILES NORTHWEST ALONG THE HAYNESVILLE ROAD FROM THE JUNCTION
 QF0165'OF U.S. HIGHWAY 1 AT WESTON, AROOSTOOK COUNTY, ABOUT 175 YARDS
 QF0165'NORTHWEST OF THE NORTHWEST CORNER OF THE CHARLIE PERKINS FARMHOUSE,
 QF0165'85 YARDS EAST OF THE EAST EDGE OF A CEMETERY, ON THE CREST OF
 QF0165'A HILL, AND 20 FEET SOUTH OF THE CENTERLINE OF THE ROAD.  A
 QF0165'STANDARD DISK, STAMPED M 60 1935 AND SET IN THE TOP OF A CONCRETE
 QF0165'POST PROJECTING ABOUT 1/2 FOOT ABOVE GROUND.
 QF0165
 QF0165                          STATION RECOVERY (1985)
 QF0165
 QF0165'RECOVERY NOTE BY US POWER SQUADRON 1985 (WRM)
 QF0165'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0039 ***********************************************************************
 QG0039  DESIGNATION -  M 61
 QG0039  PID         -  QG0039
 QG0039  STATE/COUNTY-  ME/AROOSTOOK
 QG0039  USGS QUAD   -  MONARDA (1989)
 QG0039
 QG0039                         *CURRENT SURVEY CONTROL
 QG0039  ___________________________________________________________________
 QG0039* NAD 83(1986)-  45 47 46.     (N)    068 19 31.     (W)     SCALED    
 QG0039* NAVD 88     -       175.613  (meters)     576.16   (feet)  ADJUSTED  
 QG0039  ___________________________________________________________________
 QG0039  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 QG0039  DYNAMIC HT  -         175.618 (meters)     576.17  (feet)  COMP
 QG0039  MODELED GRAV-     980,635.2   (mgal)                       NAVD 88
 QG0039
 QG0039  VERT ORDER  -  SECOND    CLASS 0
 QG0039
 QG0039.The horizontal coordinates were scaled from a topographic map and have
 QG0039.an estimated accuracy of +/- 6 seconds.
 QG0039
 QG0039.The orthometric height was determined by differential leveling
 QG0039.and adjusted by the National Geodetic Survey in June 1991..
 QG0039
 QG0039.The geoid height was determined by GEOID03.
 QG0039
 QG0039.The dynamic height is computed by dividing the NAVD 88
 QG0039.geopotential number by the normal gravity value computed on the
 QG0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0039.degrees latitude (g = 980.6199 gals.).
 QG0039
 QG0039.The modeled gravity was interpolated from observed gravity values.
 QG0039
 QG0039;                    North         East    Units  Estimated Accuracy
 QG0039;SPC ME E     -   236,630.      313,580.      MT  (+/- 180 meters Scaled)
 QG0039
 QG0039                          SUPERSEDED SURVEY CONTROL
 QG0039
 QG0039  NGVD 29 (??/??/92)  175.782  (m)          576.71   (f) ADJ UNCH    2 0
 QG0039
 QG0039.Superseded values are not recommended for survey control.
 QG0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0039.See file dsdata.txt to determine how the superseded data were derived.
 QG0039
 QG0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL524716(NAD 83)
 QG0039_MARKER: DB = BENCH MARK DISK
 QG0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0039_STAMPING: M 61 1935
 QG0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0039+STABILITY: SURFACE MOTION
 QG0039
 QG0039  HISTORY     - Date     Condition        Report By
 QG0039  HISTORY     - 1935     MONUMENTED       CGS
 QG0039  HISTORY     - 1940     MARK NOT FOUND   USGS
 QG0039  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QG0039
 QG0039                          STATION DESCRIPTION
 QG0039
 QG0039'DESCRIBED BY US GEOLOGICAL SURVEY 1940
 QG0039'AT MONARDA.
 QG0039'AT MONARDA, AROOSTOOK COUNTY, ON U.S. HIGHWAY 2, 135 FEET NORTH OF
 QG0039'THE CENTER OF THE JUNCTION OF A ROAD LEADING NORTHWEST TO
 QG0039'BENEDICTA, 40.6 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE F.
 QG0039'HAYES FARMHOUSE, 22 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 QG0039'AND 3.5 FEET SOUTH OF A TELEPHONE POLE 936.  A STANDARD DISK,
 QG0039'STAMPED M 61 1935 AND SET IN THE TOP OF A CONCRETE POST FLUSH
 QG0039'WITH THE GROUND.  NOTE-- PROBABLY BURIED UNDER THE ROAD SHOULDER.
 QG0039
 QG0039                          STATION RECOVERY (1985)
 QG0039
 QG0039'RECOVERY NOTE BY US POWER SQUADRON 1985 (BRP)
 QG0039'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0061 ***********************************************************************
 PD0061  DESIGNATION -  M 66
 PD0061  PID         -  PD0061
 PD0061  STATE/COUNTY-  ME/WASHINGTON
 PD0061  USGS QUAD   -  MACHIAS BAY (1993)
 PD0061
 PD0061                         *CURRENT SURVEY CONTROL
 PD0061  ___________________________________________________________________
 PD0061* NAD 83(1986)-  44 44 21.     (N)    067 19 09.     (W)     SCALED    
 PD0061* NAVD 88     -        43.095  (meters)     141.39   (feet)  ADJUSTED  
 PD0061  ___________________________________________________________________
 PD0061  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 PD0061  DYNAMIC HT  -          43.094 (meters)     141.38  (feet)  COMP
 PD0061  MODELED GRAV-     980,600.1   (mgal)                       NAVD 88
 PD0061
 PD0061  VERT ORDER  -  SECOND    CLASS 0
 PD0061
 PD0061.The horizontal coordinates were scaled from a topographic map and have
 PD0061.an estimated accuracy of +/- 6 seconds.
 PD0061
 PD0061.The orthometric height was determined by differential leveling
 PD0061.and adjusted by the National Geodetic Survey in June 1991..
 PD0061
 PD0061.The geoid height was determined by GEOID03.
 PD0061
 PD0061.The dynamic height is computed by dividing the NAVD 88
 PD0061.geopotential number by the normal gravity value computed on the
 PD0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0061.degrees latitude (g = 980.6199 gals.).
 PD0061
 PD0061.The modeled gravity was interpolated from observed gravity values.
 PD0061
 PD0061;                    North         East    Units  Estimated Accuracy
 PD0061;SPC ME E     -   119,840.      393,520.      MT  (+/- 180 meters Scaled)
 PD0061
 PD0061                          SUPERSEDED SURVEY CONTROL
 PD0061
 PD0061  NGVD 29 (??/??/92)   43.302  (m)          142.07   (f) ADJ UNCH    2 0
 PD0061
 PD0061.Superseded values are not recommended for survey control.
 PD0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0061.See file dsdata.txt to determine how the superseded data were derived.
 PD0061
 PD0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK330553(NAD 83)
 PD0061_MARKER: DB = BENCH MARK DISK
 PD0061_SETTING: 66 = SET IN ROCK OUTCROP
 PD0061_SP_SET: ROCK OUTCROP
 PD0061_STAMPING: M 66 1935
 PD0061_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0061+STABILITY: POSITION/ELEVATION WELL
 PD0061
 PD0061  HISTORY     - Date     Condition        Report By
 PD0061  HISTORY     - 1935     MONUMENTED       CGS
 PD0061  HISTORY     - 1946     GOOD             NGS
 PD0061
 PD0061                          STATION DESCRIPTION
 PD0061
 PD0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PD0061'4 MI NE FROM EAST MACHIAS.
 PD0061'4.0 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE MEMORIAL
 PD0061'LIBRARY AT EAST MACHIAS, WASHINGTON COUNTY, ABOUT 1.6 MILES
 PD0061'NORTHEAST OF THE EAST MACHIAS-WHITING TOWN LINE, AT THE TOP OF
 PD0061'A HILL, AT THE INTERSECTION OF AN OLD HIGHWAY, 48 FEET NORTH
 PD0061'OF THE END OF A GUARDRAIL, 30 FEET NORTHWEST OF THE CENTER
 PD0061'LINE OF THE HIGHWAY, IN THE TOP OF A ROCK OUTCROP, AND ABOUT
 PD0061'3 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 PD0061'M 66 1935.
 PD0061
 PD0061                          STATION RECOVERY (1946)
 PD0061
 PD0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 PD0061'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0718 ***********************************************************************
 PD0718  DESIGNATION -  M 67 RESET
 PD0718  PID         -  PD0718
 PD0718  STATE/COUNTY-  ME/WASHINGTON
 PD0718  USGS QUAD   -  LUBEC (1977)
 PD0718
 PD0718                         *CURRENT SURVEY CONTROL
 PD0718  ___________________________________________________________________
 PD0718* NAD 83(1996)-  44 48 36.55220(N)    066 59 13.96669(W)     ADJUSTED  
 PD0718* NAVD 88     -                                                        
 PD0718  ___________________________________________________________________
 PD0718  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 PD0718  GEOID HEIGHT-         -22.31  (meters)                     GEOID03
 PD0718
 PD0718  HORZ ORDER  -  SECOND
 PD0718  VERT ORDER  -  THIRD ? (See Below)
 PD0718
 PD0718.The horizontal coordinates were established by classical geodetic methods
 PD0718.and adjusted by the National Geodetic Survey in March 1998..
 PD0718
 PD0718.The vertical order pertains to the NGVD 29 superseded value.
 PD0718
 PD0718.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0718
 PD0718.The geoid height was determined by GEOID03.
 PD0718
 PD0718;                    North         East     Units Scale Factor Converg.
 PD0718;SPC ME E     -   128,161.430   419,659.853   MT  1.00007602   +1 03 58.6
 PD0718;UTM  19      - 4,963,831.875   659,161.670   MT  0.99991151   +1 25 07.8
 PD0718
 PD0718                          SUPERSEDED SURVEY CONTROL
 PD0718
 PD0718  NAD 83(1992)-  44 48 36.54422(N)    066 59 13.97141(W) AD(       ) 2
 PD0718  NAD 83(1986)-  44 48 36.54250(N)    066 59 13.97171(W) AD(       ) 2
 PD0718  NAD 27      -  44 48 36.25708(N)    066 59 16.05706(W) AD(       ) 2
 PD0718  NGVD 29 (07/19/86)   20.75   (m)           68.1    (f) LEVELING    3  
 PD0718
 PD0718.Superseded values are not recommended for survey control.
 PD0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0718.See file dsdata.txt to determine how the superseded data were derived.
 PD0718
 PD0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5916263832(NAD 83)
 PD0718_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PD0718_SETTING: 66 = SET IN ROCK OUTCROP
 PD0718_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 PD0718_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0718_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0718+STABILITY: POSITION/ELEVATION WELL
 PD0718
 PD0718  HISTORY     - Date     Condition        Report By
 PD0718  HISTORY     - 1960     MONUMENTED       CGS
 PD0718  HISTORY     - 1985     MARK NOT FOUND   NOS
 PD0718
 PD0718                          STATION DESCRIPTION
 PD0718
 PD0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HRL)
 PD0718'BM IS 0.9 MILE SOUTH ALONG THE ROAD LEADING TO SOUTH TRESCOTT
 PD0718'FROM CHRISTIAN TEMPLE CHURCH AT SOUTH LUBEC, ABOUT 177 FEET NORTH
 PD0718'OF THE CENTERLINE OF A ROAD LEADING TO A LIGHTHOUSE, AT THE SOUTH
 PD0718'END OF A CUT, 15 FEET WEST OF THE CENTERLINE OF THE MAIN ROAD,
 PD0718'IN THE TOP OF A 3- BY 5-FOOT ROCK OUTCROP, ABOUT 1 FOOT ABOVE
 PD0718'GROUND, AND 3.5 FEET HIGHER THAN THE ROAD.  A STANDARD
 PD0718'DISK, STAMPED M 67 1935 RESET 1942.
 PD0718
 PD0718                          STATION RECOVERY (1985)
 PD0718
 PD0718'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1985 (WVH)
 PD0718'THE STATION NOT RECOVERED AT THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0023 ***********************************************************************
 PD0023  DESIGNATION -  M 67 RESET 1942
 PD0023  PID         -  PD0023
 PD0023  STATE/COUNTY-  ME/WASHINGTON
 PD0023  USGS QUAD   -  LUBEC (1977)
 PD0023
 PD0023                         *CURRENT SURVEY CONTROL
 PD0023  ___________________________________________________________________
 PD0023* NAD 83(1986)-  44 48 35.     (N)    066 59 14.     (W)     SCALED    
 PD0023* NAVD 88     -        20.598  (meters)      67.58   (feet)  ADJUSTED  
 PD0023  ___________________________________________________________________
 PD0023  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 PD0023  DYNAMIC HT  -          20.598 (meters)      67.58  (feet)  COMP
 PD0023  MODELED GRAV-     980,629.2   (mgal)                       NAVD 88
 PD0023
 PD0023  VERT ORDER  -  FIRST     CLASS II
 PD0023
 PD0023.The horizontal coordinates were scaled from a topographic map and have
 PD0023.an estimated accuracy of +/- 6 seconds.
 PD0023
 PD0023.The orthometric height was determined by differential leveling
 PD0023.and adjusted by the National Geodetic Survey in June 1991..
 PD0023
 PD0023.The geoid height was determined by GEOID03.
 PD0023
 PD0023.The dynamic height is computed by dividing the NAVD 88
 PD0023.geopotential number by the normal gravity value computed on the
 PD0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0023.degrees latitude (g = 980.6199 gals.).
 PD0023
 PD0023.The modeled gravity was interpolated from observed gravity values.
 PD0023
 PD0023;                    North         East    Units  Estimated Accuracy
 PD0023;SPC ME E     -   128,110.      419,660.      MT  (+/- 180 meters Scaled)
 PD0023
 PD0023                          SUPERSEDED SURVEY CONTROL
 PD0023
 PD0023  NGVD 29 (??/??/92)   20.753  (m)           68.09   (f) ADJ UNCH    1 2
 PD0023
 PD0023.Superseded values are not recommended for survey control.
 PD0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0023.See file dsdata.txt to determine how the superseded data were derived.
 PD0023
 PD0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK591637(NAD 83)
 PD0023_MARKER: DB = BENCH MARK DISK
 PD0023_SETTING: 66 = SET IN ROCK OUTCROP
 PD0023_SP_SET: ROCK OUTCROP
 PD0023_STAMPING: M 67 1935 RESET 1942
 PD0023_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0023+STABILITY: POSITION/ELEVATION WELL
 PD0023
 PD0023  HISTORY     - Date     Condition        Report By
 PD0023  HISTORY     - 1942     MONUMENTED       CGS
 PD0023  HISTORY     - 1960     GOOD             NGS
 PD0023  HISTORY     - 1978     GOOD             NGS
 PD0023
 PD0023                          STATION DESCRIPTION
 PD0023
 PD0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 PD0023'0.9 MI S FROM SOUTH LUBEC.
 PD0023'0.9 MILE SOUTH ALONG THE ROAD LEADING TO SOUTH TRESCOTT FROM
 PD0023'CHRISTIAN TEMPLE CHURCH AT SOUTH LUBEC, ABOUT 177 FEET NORTH OF
 PD0023'THE CENTERLINE OF A ROAD LEADING TO A LIGHTHOUSE, AT THE SOUTH
 PD0023'END OF A CUT, 15 FEET WEST OF THE CENTERLINE OF THE MAIN ROAD,
 PD0023'IN THE TOP OF A 3- BY 5-FOOT ROCK OUTCROP, ABOUT 1 FOOT ABOVE
 PD0023'GROUND, AND 3.5 FEET HIGHER THAN THE ROAD.  A STANDARD DISK,
 PD0023'STAMPED M 67 1935 RESET 1942.
 PD0023
 PD0023                          STATION RECOVERY (1978)
 PD0023
 PD0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PD0023'ADD-27.8 FEET WEST OF THE CENTER LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0104 ***********************************************************************
 PD0104  DESIGNATION -  M 68
 PD0104  PID         -  PD0104
 PD0104  STATE/COUNTY-  ME/WASHINGTON
 PD0104  USGS QUAD   -  CUTLER (1993)
 PD0104
 PD0104                         *CURRENT SURVEY CONTROL
 PD0104  ___________________________________________________________________
 PD0104* NAD 83(1986)-  44 39 39.     (N)    067 13 33.     (W)     SCALED    
 PD0104* NAVD 88     -        13.008  (meters)      42.68   (feet)  POSTED    
 PD0104  ___________________________________________________________________
 PD0104  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 PD0104  DYNAMIC HT  -          13.010 (meters)      42.68  (feet)  COMP
 PD0104  MODELED GRAV-     980,619.4   (mgal)                       NAVD 88
 PD0104
 PD0104  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 PD0104
 PD0104.The horizontal coordinates were scaled from a topographic map and have
 PD0104.an estimated accuracy of +/- 6 seconds.
 PD0104
 PD0104.The orthometric height was determined by differential leveling
 PD0104.and adjusted by the National Geodetic Survey in 1992..
 PD0104.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 PD0104.rate of 4.1 thru 8.0 mm/km.
 PD0104
 PD0104.The geoid height was determined by GEOID03.
 PD0104
 PD0104.The dynamic height is computed by dividing the NAVD 88
 PD0104.geopotential number by the normal gravity value computed on the
 PD0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0104.degrees latitude (g = 980.6199 gals.).
 PD0104
 PD0104.The modeled gravity was interpolated from observed gravity values.
 PD0104
 PD0104;                    North         East    Units  Estimated Accuracy
 PD0104;SPC ME E     -   111,250.      401,050.      MT  (+/- 180 meters Scaled)
 PD0104
 PD0104                          SUPERSEDED SURVEY CONTROL
 PD0104
 PD0104  NGVD 29 (??/??/92)   13.145  (m)           43.13   (f) ADJ UNCH    2 0
 PD0104
 PD0104.Superseded values are not recommended for survey control.
 PD0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0104.See file dsdata.txt to determine how the superseded data were derived.
 PD0104
 PD0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK406468(NAD 83)
 PD0104_MARKER: DB = BENCH MARK DISK
 PD0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PD0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PD0104_STAMPING: M 68 1935
 PD0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0104+STABILITY: SURFACE MOTION
 PD0104
 PD0104  HISTORY     - Date     Condition        Report By
 PD0104  HISTORY     - 1935     MONUMENTED       CGS
 PD0104  HISTORY     - 1946     GOOD             NGS
 PD0104  HISTORY     - 1978     MARK NOT FOUND   NGS
 PD0104
 PD0104                          STATION DESCRIPTION
 PD0104
 PD0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PD0104'1.1 MI NW FROM CUTLER.
 PD0104'1.1 MILES NORTHWEST ALONG STATE HIGHWAY 191 FROM THE POST OFFICE
 PD0104'AT CUTLER, WASHINGTON COUNTY, ABOUT 100 YARDS SOUTHEAST OF A BARN,
 PD0104'89 YARDS SOUTHEAST OF A SMALL BROOK, 18 FEET SOUTHWEST OF THE
 PD0104'CENTER LINE OF THE HIGHWAY, 3 FEET SOUTHEAST OF A WOODEN WITNESS
 PD0104'POST, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.  A STANDARD DISK,
 PD0104'STAMPED M 68 1935 AND SET IN THE TOP OF A CONCRETE POST
 PD0104'PROJECTING ABOUT 0.3 FOOT ABOVE GROUND.
 PD0104
 PD0104                          STATION RECOVERY (1946)
 PD0104
 PD0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 PD0104'RECOVERED IN GOOD CONDITION.
 PD0104
 PD0104                          STATION RECOVERY (1978)
 PD0104
 PD0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PD0104'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0197 ***********************************************************************
 PD0197  DESIGNATION -  M 75
 PD0197  PID         -  PD0197
 PD0197  STATE/COUNTY-  ME/WASHINGTON
 PD0197  USGS QUAD   -  HADLEY LAKE (1987)
 PD0197
 PD0197                         *CURRENT SURVEY CONTROL
 PD0197  ___________________________________________________________________
 PD0197* NAD 83(1986)-  44 51 40.     (N)    067 25 09.     (W)     SCALED    
 PD0197* NAVD 88     -        53.609  (meters)     175.88   (feet)  ADJUSTED  
 PD0197  ___________________________________________________________________
 PD0197  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 PD0197  DYNAMIC HT  -          53.607 (meters)     175.88  (feet)  COMP
 PD0197  MODELED GRAV-     980,582.3   (mgal)                       NAVD 88
 PD0197
 PD0197  VERT ORDER  -  SECOND    CLASS 0
 PD0197
 PD0197.The horizontal coordinates were scaled from a topographic map and have
 PD0197.an estimated accuracy of +/- 6 seconds.
 PD0197
 PD0197.The orthometric height was determined by differential leveling
 PD0197.and adjusted by the National Geodetic Survey in June 1991..
 PD0197
 PD0197.The geoid height was determined by GEOID03.
 PD0197
 PD0197.The dynamic height is computed by dividing the NAVD 88
 PD0197.geopotential number by the normal gravity value computed on the
 PD0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0197.degrees latitude (g = 980.6199 gals.).
 PD0197
 PD0197.The modeled gravity was interpolated from observed gravity values.
 PD0197
 PD0197;                    North         East    Units  Estimated Accuracy
 PD0197;SPC ME E     -   133,280.      385,420.      MT  (+/- 180 meters Scaled)
 PD0197
 PD0197                          SUPERSEDED SURVEY CONTROL
 PD0197
 PD0197  NGVD 29 (??/??/92)   53.816  (m)          176.56   (f) ADJ UNCH    2 0
 PD0197
 PD0197.Superseded values are not recommended for survey control.
 PD0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0197.See file dsdata.txt to determine how the superseded data were derived.
 PD0197
 PD0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK248687(NAD 83)
 PD0197_MARKER: DB = BENCH MARK DISK
 PD0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PD0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PD0197_STAMPING: M 75 1935
 PD0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0197+STABILITY: SURFACE MOTION
 PD0197
 PD0197  HISTORY     - Date     Condition        Report By
 PD0197  HISTORY     - 1935     MONUMENTED       CGS
 PD0197  HISTORY     - 1982     MARK NOT FOUND   USGS
 PD0197
 PD0197                          STATION DESCRIPTION
 PD0197
 PD0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PD0197'7 MI N FROM JACKSONVILLE.
 PD0197'7.0 MILES NORTH ALONG STATE HIGHWAY 191 FROM JACKSONVILLE,
 PD0197'WASHINGTON COUNTY, 0.2 MILE WEST OF THE T 18 ED-MARION TOWN
 PD0197'LINE, 0.2 MILE EAST OF A DRIVE LEADING TO A FARM, 30 FEET
 PD0197'NORTH OF THE CENTER LINE OF THE HIGHWAY, AND 3 FEET NORTHWEST OF
 PD0197'A PASTURE FENCE.  A STANDARD DISK, STAMPED M 75 1935 AND SET
 PD0197'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 PD0197
 PD0197                          STATION RECOVERY (1982)
 PD0197
 PD0197'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 PD0197'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0113 ***********************************************************************
 PE0113  DESIGNATION -  M 76
 PE0113  PID         -  PE0113
 PE0113  STATE/COUNTY-  ME/HANCOCK
 PE0113  USGS QUAD   -  EASTBROOK (1981)
 PE0113
 PE0113                         *CURRENT SURVEY CONTROL
 PE0113  ___________________________________________________________________
 PE0113* NAD 83(1986)-  44 38 27.     (N)    068 16 01.     (W)     SCALED    
 PE0113* NAVD 88     -        51.434  (meters)     168.75   (feet)  ADJUSTED  
 PE0113  ___________________________________________________________________
 PE0113  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 PE0113  DYNAMIC HT  -          51.430 (meters)     168.73  (feet)  COMP
 PE0113  MODELED GRAV-     980,552.4   (mgal)                       NAVD 88
 PE0113
 PE0113  VERT ORDER  -  SECOND    CLASS 0
 PE0113
 PE0113.The horizontal coordinates were scaled from a topographic map and have
 PE0113.an estimated accuracy of +/- 6 seconds.
 PE0113
 PE0113.The orthometric height was determined by differential leveling
 PE0113.and adjusted by the National Geodetic Survey in June 1991..
 PE0113
 PE0113.The geoid height was determined by GEOID03.
 PE0113
 PE0113.The dynamic height is computed by dividing the NAVD 88
 PE0113.geopotential number by the normal gravity value computed on the
 PE0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0113.degrees latitude (g = 980.6199 gals.).
 PE0113
 PE0113.The modeled gravity was interpolated from observed gravity values.
 PE0113
 PE0113;                    North         East    Units  Estimated Accuracy
 PE0113;SPC ME E     -   108,260.      318,490.      MT  (+/- 180 meters Scaled)
 PE0113
 PE0113                          SUPERSEDED SURVEY CONTROL
 PE0113
 PE0113  NGVD 29 (??/??/92)   51.634  (m)          169.40   (f) ADJ UNCH    2 0
 PE0113
 PE0113.Superseded values are not recommended for survey control.
 PE0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0113.See file dsdata.txt to determine how the superseded data were derived.
 PE0113
 PE0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK581433(NAD 83)
 PE0113_MARKER: DB = BENCH MARK DISK
 PE0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0113_STAMPING: M 76 1935
 PE0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0113+STABILITY: SURFACE MOTION
 PE0113
 PE0113  HISTORY     - Date     Condition        Report By
 PE0113  HISTORY     - 1935     MONUMENTED       CGS
 PE0113  HISTORY     - 1953     GOOD             NGS
 PE0113  HISTORY     - 1957     MARK NOT FOUND   NGS
 PE0113  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 PE0113
 PE0113                          STATION DESCRIPTION
 PE0113
 PE0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 PE0113'2.7 MI S FROM EASTBROOK.
 PE0113'2.7 MILES SOUTH ALONG STATE HIGHWAY 200 FROM THE BAPTIST CHURCH
 PE0113'AT EASTBROOK, ABOUT 0.1 MILE NORTH OF A LARGE FARM HOUSE WHICH
 PE0113'IS ON WEST SIDE OF HIGHWAY, ABOUT 0.15 MILE SOUTH OF A 9-FOOT
 PE0113'CULVERT FOR GEORGES BRANCH, ACROSS HIGHWAY FROM A SMALL GRAVEL
 PE0113'PIT, 23 FEET EAST OF CENTER LINE OF HIGHWAY, 29 FEET NORTHEAST
 PE0113'OF CENTER OF JUNCTION OF HIGHWAY AND THE SOUTH DRIVE TO GRAVEL
 PE0113'PIT, 138 FEET NORTH OF POWER POLE NO. 78, 113 FEET SOUTH OF
 PE0113'POWER POLE NO. 741 - 74 - 78 WITH A BRANCH LINE LEADING NORTHWEST,
 PE0113'ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF A
 PE0113'CONCRETE POST PROJECTING 3 INCHES.
 PE0113
 PE0113                          STATION RECOVERY (1957)
 PE0113
 PE0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 PE0113'MARK NOT FOUND.
 PE0113
 PE0113                          STATION RECOVERY (1987)
 PE0113
 PE0113'RECOVERY NOTE BY US POWER SQUADRON 1987 (ELG)
 PE0113'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0147 ***********************************************************************
 PE0147  DESIGNATION -  M 77
 PE0147  PID         -  PE0147
 PE0147  STATE/COUNTY-  ME/HANCOCK
 PE0147  USGS QUAD   -  BEECH HILL POND (1981)
 PE0147
 PE0147                         *CURRENT SURVEY CONTROL
 PE0147  ___________________________________________________________________
 PE0147* NAD 83(1986)-  44 44 26.     (N)    068 27 29.     (W)     SCALED    
 PE0147* NAVD 88     -        83.374  (meters)     273.54   (feet)  ADJUSTED  
 PE0147  ___________________________________________________________________
 PE0147  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 PE0147  DYNAMIC HT  -          83.368 (meters)     273.52  (feet)  COMP
 PE0147  MODELED GRAV-     980,544.9   (mgal)                       NAVD 88
 PE0147
 PE0147  VERT ORDER  -  SECOND    CLASS 0
 PE0147
 PE0147.The horizontal coordinates were scaled from a topographic map and have
 PE0147.an estimated accuracy of +/- 6 seconds.
 PE0147
 PE0147.The orthometric height was determined by differential leveling
 PE0147.and adjusted by the National Geodetic Survey in June 1991..
 PE0147
 PE0147.The geoid height was determined by GEOID03.
 PE0147
 PE0147.The dynamic height is computed by dividing the NAVD 88
 PE0147.geopotential number by the normal gravity value computed on the
 PE0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0147.degrees latitude (g = 980.6199 gals.).
 PE0147
 PE0147.The modeled gravity was interpolated from observed gravity values.
 PE0147
 PE0147;                    North         East    Units  Estimated Accuracy
 PE0147;SPC ME E     -   119,320.      303,320.      MT  (+/- 180 meters Scaled)
 PE0147
 PE0147                          SUPERSEDED SURVEY CONTROL
 PE0147
 PE0147  NGVD 29 (??/??/92)   83.566  (m)          274.17   (f) ADJ UNCH    2 0
 PE0147
 PE0147.Superseded values are not recommended for survey control.
 PE0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0147.See file dsdata.txt to determine how the superseded data were derived.
 PE0147
 PE0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK429542(NAD 83)
 PE0147_MARKER: DB = BENCH MARK DISK
 PE0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0147_STAMPING: M 77 1935
 PE0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0147+STABILITY: SURFACE MOTION
 PE0147
 PE0147  HISTORY     - Date     Condition        Report By
 PE0147  HISTORY     - 1935     MONUMENTED       CGS
 PE0147  HISTORY     - 1953     GOOD             NGS
 PE0147
 PE0147                          STATION DESCRIPTION
 PE0147
 PE0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 PE0147'2.2 MI N FROM OTIS.
 PE0147'2.25 MILES NORTH ALONG STATE HIGHWAY 180 FROM THE CROSSROADS
 PE0147'AT OTIS, ABOUT 0.55 MILE NORTH OF A CEMETERY, ABOUT 1.5 MILES
 PE0147'SOUTH OF THE HANCOCK-PENOBSCOT COUNTY LINE, 43 FEET WEST OF CENTER
 PE0147'LINE OF HIGHWAY, 24 FEET WEST OF A FENCE CORNER, 1 FOOT SOUTH
 PE0147'OF A FENCE LINE, 197 FEET SOUTH OF CENTER LINE OF A DRIVE WEST
 PE0147'TO A LARGE FARM HOUSE AND BARN COMBINATION, ABOUT 0.1 MILE
 PE0147'NORTH OF ANOTHER LARGE FARM HOUSE, ABOUT LEVEL WITH HIGHWAY AND
 PE0147'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0115 ***********************************************************************
 QF0115  DESIGNATION -  M 78
 QF0115  PID         -  QF0115
 QF0115  STATE/COUNTY-  ME/PENOBSCOT
 QF0115  USGS QUAD   -  DILL HILL (1988)
 QF0115
 QF0115                         *CURRENT SURVEY CONTROL
 QF0115  ___________________________________________________________________
 QF0115* NAD 83(1986)-  45 25 13.     (N)    067 59 39.     (W)     SCALED    
 QF0115* NAVD 88     -       168.324  (meters)     552.24   (feet)  ADJUSTED  
 QF0115  ___________________________________________________________________
 QF0115  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 QF0115  DYNAMIC HT  -         168.322 (meters)     552.24  (feet)  COMP
 QF0115  MODELED GRAV-     980,602.8   (mgal)                       NAVD 88
 QF0115
 QF0115  VERT ORDER  -  SECOND    CLASS 0
 QF0115
 QF0115.The horizontal coordinates were scaled from a topographic map and have
 QF0115.an estimated accuracy of +/- 6 seconds.
 QF0115
 QF0115.The orthometric height was determined by differential leveling
 QF0115.and adjusted by the National Geodetic Survey in June 1991..
 QF0115
 QF0115.The geoid height was determined by GEOID03.
 QF0115
 QF0115.The dynamic height is computed by dividing the NAVD 88
 QF0115.geopotential number by the normal gravity value computed on the
 QF0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0115.degrees latitude (g = 980.6199 gals.).
 QF0115
 QF0115.The modeled gravity was interpolated from observed gravity values.
 QF0115
 QF0115;                    North         East    Units  Estimated Accuracy
 QF0115;SPC ME E     -   194,970.      339,590.      MT  (+/- 180 meters Scaled)
 QF0115
 QF0115                          SUPERSEDED SURVEY CONTROL
 QF0115
 QF0115  NGVD 29 (??/??/92)  168.52   (m)          552.9    (f) COMPUTED    2 0
 QF0115
 QF0115.Superseded values are not recommended for survey control.
 QF0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0115.See file dsdata.txt to determine how the superseded data were derived.
 QF0115
 QF0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL786301(NAD 83)
 QF0115_MARKER: DB = BENCH MARK DISK
 QF0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QF0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QF0115_STAMPING: M 78 1935
 QF0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0115+STABILITY: SURFACE MOTION
 QF0115
 QF0115  HISTORY     - Date     Condition        Report By
 QF0115  HISTORY     - 1935     MONUMENTED       CGS
 QF0115  HISTORY     - UNK      GOOD             NGS
 QF0115
 QF0115                          STATION DESCRIPTION
 QF0115
 QF0115'DESCRIBED BY NATIONAL GEODETIC SURVEY UNK
 QF0115'2.1 MI E FROM CARROLL.
 QF0115'BENCH MARK IS ABOUT 0.1 MILE SOUTHEAST OF A LARGE CONCRETE
 QF0115'CULVERT, ABOUT 150.0 FEET SOUTHEAST OF TOP OF THE STEEPEST PART
 QF0115'OF THE GRADE, 31.0 FEET NORTHEAST OF AND ABOUT 2.0 FEET BELOW
 QF0115'THE CENTERLINE OF THE HIGHWAY, AND 3.0 FEET EAST OF A 4 BY 4
 QF0115'INCH WOODEN MARKER POST.  A DISK SET IN PRECAST CONCRETE POST
 QF0115'PROJECTING 0.5 FOOT.  NOTE-- TO REACH FROM THE GENERAL STORE AT
 QF0115'CARROLL, PROCEED EASTERLY ON STATE HIGHWAY NUMBER 16 AND GO 2.1
 QF0115'MILES TO NEAR THE TOP OF A STEEP GRADE AND SITE OF BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0544 ***********************************************************************
 QG0544  DESIGNATION -  M 80
 QG0544  PID         -  QG0544
 QG0544  STATE/COUNTY-  ME/PISCATAQUIS
 QG0544  USGS QUAD   -  TROUT MTN (1988)
 QG0544
 QG0544                         *CURRENT SURVEY CONTROL
 QG0544  ___________________________________________________________________
 QG0544* NAD 83(1986)-  45 45 38.     (N)    068 52 04.     (W)     SCALED    
 QG0544* NAVD 88     -       148.634  (meters)     487.64   (feet)  ADJUSTED  
 QG0544  ___________________________________________________________________
 QG0544  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 QG0544  DYNAMIC HT  -         148.636 (meters)     487.65  (feet)  COMP
 QG0544  MODELED GRAV-     980,628.1   (mgal)                       NAVD 88
 QG0544
 QG0544  VERT ORDER  -  SECOND    CLASS 0
 QG0544
 QG0544.The horizontal coordinates were scaled from a topographic map and have
 QG0544.an estimated accuracy of +/- 6 seconds.
 QG0544
 QG0544.The orthometric height was determined by differential leveling
 QG0544.and adjusted by the National Geodetic Survey in June 1991..
 QG0544
 QG0544.The geoid height was determined by GEOID03.
 QG0544
 QG0544.The dynamic height is computed by dividing the NAVD 88
 QG0544.geopotential number by the normal gravity value computed on the
 QG0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0544.degrees latitude (g = 980.6199 gals.).
 QG0544
 QG0544.The modeled gravity was interpolated from observed gravity values.
 QG0544
 QG0544;                    North         East    Units  Estimated Accuracy
 QG0544;SPC ME E     -   232,730.      271,390.      MT  (+/- 180 meters Scaled)
 QG0544
 QG0544                          SUPERSEDED SURVEY CONTROL
 QG0544
 QG0544  NGVD 29 (??/??/92)  148.796  (m)          488.17   (f) ADJ UNCH    2 0
 QG0544
 QG0544.Superseded values are not recommended for survey control.
 QG0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0544.See file dsdata.txt to determine how the superseded data were derived.
 QG0544
 QG0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL102674(NAD 83)
 QG0544_MARKER: DB = BENCH MARK DISK
 QG0544_SETTING: 80 = SET IN A BOULDER
 QG0544_SP_SET: BOULDER
 QG0544_STAMPING: M 80 1942
 QG0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0544+STABILITY: SURFACE MOTION
 QG0544
 QG0544  HISTORY     - Date     Condition        Report By
 QG0544  HISTORY     - 1942     MONUMENTED       CGS
 QG0544
 QG0544                          STATION DESCRIPTION
 QG0544
 QG0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0544'11 MI NW FROM MILLINOCKET.
 QG0544'IN PISCATAQUIS COUNTY, 11.0 MILES NORTHWEST ALONG THE BAXTER STATE
 QG0544'PARK ROAD FROM THE BANGOR AND AROOSTOOK RAILROAD STATION AT
 QG0544'MILLINOCKET, PENOBSCOT COUNTY, 2.9 MILES NORTHWEST OF THE ENTRANCE
 QG0544'TO THE MILLINOCKET LAKE CAMP GROUNDS, 45 FEET NORTHEAST OF THE
 QG0544'CENTER LINE OF THE ROAD, 25 FEET NORTHEAST OF A POLE, IN THE TOP
 QG0544'OF A 10- BY 15-FOOT FLAT-TOPPED BOULDER (THE CENTER ONE OF THREE
 QG0544'LARGE BOULDERS ABOUT 30 FEET APART), AND LEVEL WITH THE ROAD.
 QG0544'A STANDARD DISK, STAMPED M 80 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0674 ***********************************************************************
 QG0674  DESIGNATION -  M 81
 QG0674  PID         -  QG0674
 QG0674  STATE/COUNTY-  ME/PISCATAQUIS
 QG0674  USGS QUAD   -  DOUBLETOP MTN (1988)
 QG0674
 QG0674                         *CURRENT SURVEY CONTROL
 QG0674  ___________________________________________________________________
 QG0674* NAD 83(1986)-  45 58 42.     (N)    069 04 32.     (W)     SCALED    
 QG0674* NAVD 88     -       397.195  (meters)    1303.13   (feet)  ADJUSTED  
 QG0674  ___________________________________________________________________
 QG0674  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 QG0674  DYNAMIC HT  -         397.201 (meters)    1303.15  (feet)  COMP
 QG0674  MODELED GRAV-     980,616.8   (mgal)                       NAVD 88
 QG0674
 QG0674  VERT ORDER  -  SECOND    CLASS 0
 QG0674
 QG0674.The horizontal coordinates were scaled from a topographic map and have
 QG0674.an estimated accuracy of +/- 6 seconds.
 QG0674
 QG0674.The orthometric height was determined by differential leveling
 QG0674.and adjusted by the National Geodetic Survey in June 1991..
 QG0674
 QG0674.The geoid height was determined by GEOID03.
 QG0674
 QG0674.The dynamic height is computed by dividing the NAVD 88
 QG0674.geopotential number by the normal gravity value computed on the
 QG0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0674.degrees latitude (g = 980.6199 gals.).
 QG0674
 QG0674.The modeled gravity was interpolated from observed gravity values.
 QG0674
 QG0674;                    North         East    Units  Estimated Accuracy
 QG0674;SPC ME E     -   257,030.      255,400.      MT  (+/- 180 meters Scaled)
 QG0674
 QG0674                          SUPERSEDED SURVEY CONTROL
 QG0674
 QG0674  NGVD 29 (??/??/92)  397.352  (m)         1303.65   (f) ADJ UNCH    2 0
 QG0674
 QG0674.Superseded values are not recommended for survey control.
 QG0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0674.See file dsdata.txt to determine how the superseded data were derived.
 QG0674
 QG0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL941916(NAD 83)
 QG0674_MARKER: DB = BENCH MARK DISK
 QG0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0674_STAMPING: M 81 1942
 QG0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0674+STABILITY: SURFACE MOTION
 QG0674
 QG0674  HISTORY     - Date     Condition        Report By
 QG0674  HISTORY     - 1942     MONUMENTED       CGS
 QG0674  HISTORY     - 1984     POOR             USPSQD
 QG0674
 QG0674                          STATION DESCRIPTION
 QG0674
 QG0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0674'33.2 MI NW FROM MILLINOCKET.
 QG0674'IN PISCATAQUIS COUNTY, 33.2 MILES NORTHWEST OF MILLINOCKET,
 QG0674'PENOBSCOT COUNTY.  THIS BENCH MARK MAY BE REACHED FROM THE BANGOR
 QG0674'AND AROOSTOOK RAILROAD STATION BY GOING 24.2 MILES NORTHWEST ALONG
 QG0674'THE BAXTER STATE PARK ROAD TO THE KATAHDIN STREAM RANGER STATION,
 QG0674'THENCE 9.0 MILES NORTHWEST PAST THE RANGER STATION TO THE JUNCTION
 QG0674'OF THE CAMP PHOENIX ROAD, 15 FEET NORTH OF THE CENTER LINE OF THE
 QG0674'ROAD TO RIPOGENUS DAM, DIRECTLY ACROSS THE ROAD FROM THE NORTHEAST
 QG0674'CORNER OF THE GREAT NORTHERN PAPER CO. STOREHOUSE, 3 FEET WEST OF
 QG0674'A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE ROAD.  A STANDARD
 QG0674'DISK, STAMPED M 81 1942 AND SET IN THE TOP OF A CONCRETE POST
 QG0674'PROJECTING 0.5 FOOT ABOVE GROUND.
 QG0674
 QG0674                          STATION RECOVERY (1984)
 QG0674
 QG0674'RECOVERY NOTE BY US POWER SQUADRON 1984 (RPS)
 QG0674'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0009 ***********************************************************************
 QG0009  DESIGNATION -  M 82
 QG0009  PID         -  QG0009
 QG0009  STATE/COUNTY-  ME/PENOBSCOT
 QG0009  USGS QUAD   -  KINGMAN (1988)
 QG0009
 QG0009                         *CURRENT SURVEY CONTROL
 QG0009  ___________________________________________________________________
 QG0009* NAD 83(1986)-  45 32 53.     (N)    068 14 11.     (W)     SCALED    
 QG0009* NAVD 88     -        95.156  (meters)     312.19   (feet)  ADJUSTED  
 QG0009  ___________________________________________________________________
 QG0009  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 QG0009  DYNAMIC HT  -          95.157 (meters)     312.19  (feet)  COMP
 QG0009  MODELED GRAV-     980,628.2   (mgal)                       NAVD 88
 QG0009
 QG0009  VERT ORDER  -  SECOND    CLASS 0
 QG0009
 QG0009.The horizontal coordinates were scaled from a topographic map and have
 QG0009.an estimated accuracy of +/- 6 seconds.
 QG0009
 QG0009.The orthometric height was determined by differential leveling
 QG0009.and adjusted by the National Geodetic Survey in June 1991..
 QG0009
 QG0009.The geoid height was determined by GEOID03.
 QG0009
 QG0009.The dynamic height is computed by dividing the NAVD 88
 QG0009.geopotential number by the normal gravity value computed on the
 QG0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0009.degrees latitude (g = 980.6199 gals.).
 QG0009
 QG0009.The modeled gravity was interpolated from observed gravity values.
 QG0009
 QG0009;                    North         East    Units  Estimated Accuracy
 QG0009;SPC ME E     -   209,080.      320,580.      MT  (+/- 180 meters Scaled)
 QG0009
 QG0009                          SUPERSEDED SURVEY CONTROL
 QG0009
 QG0009  NGVD 29 (??/??/92)   95.333  (m)          312.77   (f) ADJ UNCH    2 0
 QG0009
 QG0009.Superseded values are not recommended for survey control.
 QG0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0009.See file dsdata.txt to determine how the superseded data were derived.
 QG0009
 QG0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL596441(NAD 83)
 QG0009_MARKER: DB = BENCH MARK DISK
 QG0009_SETTING: 80 = SET IN A BOULDER
 QG0009_SP_SET: BOULDER
 QG0009_STAMPING: M 82 1942
 QG0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0009+STABILITY: SURFACE MOTION
 QG0009
 QG0009  HISTORY     - Date     Condition        Report By
 QG0009  HISTORY     - 1942     MONUMENTED       CGS
 QG0009
 QG0009                          STATION DESCRIPTION
 QG0009
 QG0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0009'1.9 MI W FROM KINGMAN.
 QG0009'1.9 MILES WEST ALONG THE MAINE CENTRAL RAILROAD FROM THE STATION
 QG0009'AT KINGMAN, ABOUT 250 FEET NORTHEAST OF MILE POST 201, 40 FEET
 QG0009'NORTH OF AND ABOUT 3 FEET BELOW THE CENTERLINE OF THE RAILROAD, 30
 QG0009'FEET NORTHWEST OF THE NORTH END OF A SMALL CULVERT AND SET
 QG0009'HORIZONTALLY IN TOP OF A BOULDER ABOUT 4 FEET X 6 FEET AND PROJECTING
 QG0009'3 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0371 ***********************************************************************
 QG0371  DESIGNATION -  M 83
 QG0371  PID         -  QG0371
 QG0371  STATE/COUNTY-  ME/PENOBSCOT
 QG0371  USGS QUAD   -  LAGRANGE (1983)
 QG0371
 QG0371                         *CURRENT SURVEY CONTROL
 QG0371  ___________________________________________________________________
 QG0371* NAD 83(1986)-  45 10 48.     (N)    068 50 02.     (W)     SCALED    
 QG0371* NAVD 88     -        89.103  (meters)     292.33   (feet)  ADJUSTED  
 QG0371  ___________________________________________________________________
 QG0371  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 QG0371  DYNAMIC HT  -          89.102 (meters)     292.33  (feet)  COMP
 QG0371  MODELED GRAV-     980,602.0   (mgal)                       NAVD 88
 QG0371
 QG0371  VERT ORDER  -  FIRST     CLASS II
 QG0371
 QG0371.The horizontal coordinates were scaled from a topographic map and have
 QG0371.an estimated accuracy of +/- 6 seconds.
 QG0371
 QG0371.The orthometric height was determined by differential leveling
 QG0371.and adjusted by the National Geodetic Survey in June 1991..
 QG0371
 QG0371.The geoid height was determined by GEOID03.
 QG0371
 QG0371.The dynamic height is computed by dividing the NAVD 88
 QG0371.geopotential number by the normal gravity value computed on the
 QG0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0371.degrees latitude (g = 980.6199 gals.).
 QG0371
 QG0371.The modeled gravity was interpolated from observed gravity values.
 QG0371
 QG0371;                    North         East    Units  Estimated Accuracy
 QG0371;SPC ME E     -   168,200.      273,760.      MT  (+/- 180 meters Scaled)
 QG0371
 QG0371                          SUPERSEDED SURVEY CONTROL
 QG0371
 QG0371  NGVD 29 (??/??/92)   89.300  (m)          292.98   (f) ADJ UNCH    1 2
 QG0371
 QG0371.Superseded values are not recommended for survey control.
 QG0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0371.See file dsdata.txt to determine how the superseded data were derived.
 QG0371
 QG0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL130029(NAD 83)
 QG0371_MARKER: DB = BENCH MARK DISK
 QG0371_SETTING: 80 = SET IN A BOULDER
 QG0371_SP_SET: BOULDER
 QG0371_STAMPING: M 83 1942
 QG0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0371+STABILITY: SURFACE MOTION
 QG0371
 QG0371  HISTORY     - Date     Condition        Report By
 QG0371  HISTORY     - 1942     MONUMENTED       CGS
 QG0371  HISTORY     - 1978     GOOD             NGS
 QG0371  HISTORY     - 1987     GOOD             USPSQD
 QG0371
 QG0371                          STATION DESCRIPTION
 QG0371
 QG0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0371'1 MI NE FROM LA GRANGE.
 QG0371'1.0 MILE NORTHEAST ALONG STATE HIGHWAY 11 FROM THE HIGH SCHOOL
 QG0371'AT LA GRANGE, PENOBSCOT COUNTY, ABOUT 0.2 MILE NORTHEAST OF THE
 QG0371'CROSSING OF THE MEDFORD CUTOFF OF THE BANGOR AND AROOSTOOK
 QG0371'RAILROAD, ABOUT 103 FEET NORTHEAST OF THE CENTER LINE OF A PRIVATE
 QG0371'ROAD LEADING SOUTH, 39 FEET SOUTHEAST OF THE CENTER LINE OF THE
 QG0371'HIGHWAY, IN THE TOP OF A 3-FOOT SHARP POINTED BOULDER PROJECTING
 QG0371'ABOUT 1.5 FEET ABOVE GROUND, AND ABOUT 2 FEET HIGHER THAN THE
 QG0371'HIGHWAY.  A STANDARD DISK, STAMPED M 83 1942.
 QG0371
 QG0371                          STATION RECOVERY (1978)
 QG0371
 QG0371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0371'1.15 MILES NORTHEAST ALONG STATE HIGHWAY 155 FROM ITS JUNCTION
 QG0371'WITH STATE HIGHWAY 16, 0.2 MILE NORTHEAST OF AN ABANDONED RAILROAD
 QG0371'TRACK, 0.1 MILE NORTHEAST OF THE CENTER LINE OF A PRIVATE GRAVEL
 QG0371'ROAD LEADING SOUTH, S6.5 FT. EAST OF POWER POLE 20 451 20 WITH
 QG0371'ONE TRANSFORMER AND ONE GUY WIRE.
 QG0371
 QG0371                          STATION RECOVERY (1987)
 QG0371
 QG0371'RECOVERY NOTE BY US POWER SQUADRON 1987 (ELG)
 QG0371'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0572 ***********************************************************************
 PE0572  DESIGNATION -  M 84
 PE0572  PID         -  PE0572
 PE0572  STATE/COUNTY-  ME/PENOBSCOT
 PE0572  USGS QUAD   -  OLD TOWN (1988)
 PE0572
 PE0572                         *CURRENT SURVEY CONTROL
 PE0572  ___________________________________________________________________
 PE0572* NAD 83(1986)-  44 57 57.     (N)    068 41 39.     (W)     SCALED    
 PE0572* NAVD 88     -        41.441  (meters)     135.96   (feet)  ADJUSTED  
 PE0572  ___________________________________________________________________
 PE0572  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 PE0572  DYNAMIC HT  -          41.441 (meters)     135.96  (feet)  COMP
 PE0572  MODELED GRAV-     980,599.2   (mgal)                       NAVD 88
 PE0572
 PE0572  VERT ORDER  -  SECOND    CLASS 0
 PE0572
 PE0572.The horizontal coordinates were scaled from a topographic map and have
 PE0572.an estimated accuracy of +/- 6 seconds.
 PE0572
 PE0572.The orthometric height was determined by differential leveling
 PE0572.and adjusted by the National Geodetic Survey in June 1991..
 PE0572
 PE0572.The geoid height was determined by GEOID03.
 PE0572
 PE0572.The dynamic height is computed by dividing the NAVD 88
 PE0572.geopotential number by the normal gravity value computed on the
 PE0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0572.degrees latitude (g = 980.6199 gals.).
 PE0572
 PE0572.The modeled gravity was interpolated from observed gravity values.
 PE0572
 PE0572;                    North         East    Units  Estimated Accuracy
 PE0572;SPC ME E     -   144,370.      284,680.      MT  (+/- 180 meters Scaled)
 PE0572
 PE0572                          SUPERSEDED SURVEY CONTROL
 PE0572
 PE0572  NGVD 29 (??/??/92)   41.644  (m)          136.63   (f) ADJ UNCH    2 0
 PE0572
 PE0572.Superseded values are not recommended for survey control.
 PE0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0572.See file dsdata.txt to determine how the superseded data were derived.
 PE0572
 PE0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK241792(NAD 83)
 PE0572_MARKER: DB = BENCH MARK DISK
 PE0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0572_STAMPING: M 84 1942
 PE0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0572+STABILITY: SURFACE MOTION
 PE0572
 PE0572  HISTORY     - Date     Condition        Report By
 PE0572  HISTORY     - 1942     MONUMENTED       CGS
 PE0572  HISTORY     - 1958     GOOD             NGS
 PE0572
 PE0572                          STATION DESCRIPTION
 PE0572
 PE0572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 PE0572'3.8 MI NW FROM OLD TOWN.
 PE0572'2.95 MILES NORTHWEST ALONG STATE HIGHWAY 43 FROM ITS JUNCTION
 PE0572'WITH U.S. HIGHWAY 2 AT OLD TOWN, THENCE 0.9 MILES NORTH ALONG
 PE0572'STATE HIGHWAY 16, AT THE JUNCTION OF GRAVEL ROAD WEST, 31 FEET
 PE0572'WEST OF THE CENTER LINE OF THE HIGHWAY, 35 FEET NORTH OF THE
 PE0572'CENTER LINE OF THE GRAVEL ROAD WEST, 43 FEET NORTHWEST OF THE
 PE0572'CENTER LINE OF THE JUNCTION, 8 FEET WEST OF POWER POLE 24, 1.3
 PE0572'FEET EAST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL
 PE0572'OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 PE0572'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0961 ***********************************************************************
 QG0961  DESIGNATION -  M 85
 QG0961  PID         -  QG0961
 QG0961  STATE/COUNTY-  ME/PISCATAQUIS
 QG0961  USGS QUAD   -  LILY BAY (1989)
 QG0961
 QG0961                         *CURRENT SURVEY CONTROL
 QG0961  ___________________________________________________________________
 QG0961* NAD 83(1986)-  45 35 55.     (N)    069 30 32.     (W)     SCALED    
 QG0961* NAVD 88     -       321.854  (meters)    1055.95   (feet)  ADJUSTED  
 QG0961  ___________________________________________________________________
 QG0961  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 QG0961  DYNAMIC HT  -         321.852 (meters)    1055.94  (feet)  COMP
 QG0961  MODELED GRAV-     980,598.7   (mgal)                       NAVD 88
 QG0961
 QG0961  VERT ORDER  -  SECOND    CLASS 0
 QG0961
 QG0961.The horizontal coordinates were scaled from a topographic map and have
 QG0961.an estimated accuracy of +/- 6 seconds.
 QG0961
 QG0961.The orthometric height was determined by differential leveling
 QG0961.and adjusted by the National Geodetic Survey in June 1991..
 QG0961
 QG0961.The geoid height was determined by GEOID03.
 QG0961
 QG0961.The dynamic height is computed by dividing the NAVD 88
 QG0961.geopotential number by the normal gravity value computed on the
 QG0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0961.degrees latitude (g = 980.6199 gals.).
 QG0961
 QG0961.The modeled gravity was interpolated from observed gravity values.
 QG0961
 QG0961;                    North         East    Units  Estimated Accuracy
 QG0961;SPC ME E     -   215,160.      221,290.      MT  (+/- 180 meters Scaled)
 QG0961
 QG0961                          SUPERSEDED SURVEY CONTROL
 QG0961
 QG0961  NGVD 29 (??/??/92)  322.024  (m)         1056.51   (f) ADJ UNCH    2 0
 QG0961
 QG0961.Superseded values are not recommended for survey control.
 QG0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0961.See file dsdata.txt to determine how the superseded data were derived.
 QG0961
 QG0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL603495(NAD 83)
 QG0961_MARKER: DB = BENCH MARK DISK
 QG0961_SETTING: 80 = SET IN A BOULDER
 QG0961_SP_SET: BOULDER
 QG0961_STAMPING: M 85 1942
 QG0961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0961+STABILITY: SURFACE MOTION
 QG0961
 QG0961  HISTORY     - Date     Condition        Report By
 QG0961  HISTORY     - 1942     MONUMENTED       CGS
 QG0961  HISTORY     - 1965     GOOD             NGS
 QG0961  HISTORY     - 19860530 MARK NOT FOUND   USPSQD
 QG0961
 QG0961                          STATION DESCRIPTION
 QG0961
 QG0961'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0961'0.1 MI S FROM LILY BAY.
 QG0961'0.1 MILE SOUTH ALONG A GRAVEL ROAD FROM THE HOTEL AT LILY
 QG0961'BAY, PISCATAQUIS COUNTY, 0.3 MILE NORTH OF SOUTH BROOK, OPPOSITE
 QG0961'POLE 431, 21 FEET WEST OF THE CENTER LINE OF THE ROAD, IN THE
 QG0961'WEST END OF A 4- BY 8-FOOT BOULDER PROJECTNG 2 FEET ABOVE
 QG0961'THE GROUND, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.  A STANDARD
 QG0961'DISK, STAMPED M 85 1942.
 QG0961
 QG0961                          STATION RECOVERY (1965)
 QG0961
 QG0961'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 QG0961'RECOVERED IN GOOD CONDITION.
 QG0961
 QG0961                          STATION RECOVERY (1986)
 QG0961
 QG0961'RECOVERY NOTE BY US POWER SQUADRON 1986 (DVH)
 QG0961'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0654 ***********************************************************************
 QG0654  DESIGNATION -  M 86
 QG0654  PID         -  QG0654
 QG0654  STATE/COUNTY-  ME/PISCATAQUIS
 QG0654  USGS QUAD   -  RAINBOW LAKE WEST (1988)
 QG0654
 QG0654                         *CURRENT SURVEY CONTROL
 QG0654  ___________________________________________________________________
 QG0654* NAD 83(1986)-  45 50 03.     (N)    069 14 28.     (W)     SCALED    
 QG0654* NAVD 88     -       314.061  (meters)    1030.38   (feet)  ADJUSTED  
 QG0654  ___________________________________________________________________
 QG0654  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 QG0654  DYNAMIC HT  -         314.067 (meters)    1030.40  (feet)  COMP
 QG0654  MODELED GRAV-     980,624.7   (mgal)                       NAVD 88
 QG0654
 QG0654  VERT ORDER  -  SECOND    CLASS 0
 QG0654
 QG0654.The horizontal coordinates were scaled from a topographic map and have
 QG0654.an estimated accuracy of +/- 6 seconds.
 QG0654
 QG0654.The orthometric height was determined by differential leveling
 QG0654.and adjusted by the National Geodetic Survey in June 1991..
 QG0654
 QG0654.The geoid height was determined by GEOID03.
 QG0654
 QG0654.The dynamic height is computed by dividing the NAVD 88
 QG0654.geopotential number by the normal gravity value computed on the
 QG0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0654.degrees latitude (g = 980.6199 gals.).
 QG0654
 QG0654.The modeled gravity was interpolated from observed gravity values.
 QG0654
 QG0654;                    North         East    Units  Estimated Accuracy
 QG0654;SPC ME E     -   241,110.      242,430.      MT  (+/- 180 meters Scaled)
 QG0654
 QG0654                          SUPERSEDED SURVEY CONTROL
 QG0654
 QG0654  NGVD 29 (??/??/92)  314.219  (m)         1030.90   (f) ADJ UNCH    2 0
 QG0654
 QG0654.Superseded values are not recommended for survey control.
 QG0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0654.See file dsdata.txt to determine how the superseded data were derived.
 QG0654
 QG0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL812756(NAD 83)
 QG0654_MARKER: DB = BENCH MARK DISK
 QG0654_SETTING: 66 = SET IN ROCK OUTCROP
 QG0654_SP_SET: ROCK OUTCROP
 QG0654_STAMPING: M 86 1942
 QG0654_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0654+STABILITY: POSITION/ELEVATION WELL
 QG0654
 QG0654  HISTORY     - Date     Condition        Report By
 QG0654  HISTORY     - 1942     MONUMENTED       CGS
 QG0654
 QG0654                          STATION DESCRIPTION
 QG0654
 QG0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0654'5.4 MI S FROM RIPOGENUS DAM.
 QG0654'5.4 MILES SOUTH ALONG A GRAVEL ROAD FROM RIPOGENUS DAM, PISCATAQUIS
 QG0654'COUNTY, 0.1 MILE NORTH OF THE STATE GAME WARDENS CAMP, AT THE
 QG0654'CREST OF A SMALL HILL, 40 FEET WEST OF THE CENTER LINE OF THE
 QG0654'ROAD, IN THE TOP OF A LARGE OUTCROP, AND LEVEL WITH THE ROAD.
 QG0654'A STANDARD DISK, STAMPED M 86 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0842 ***********************************************************************
 QG0842  DESIGNATION -  M 87
 QG0842  PID         -  QG0842
 QG0842  STATE/COUNTY-  ME/PISCATAQUIS
 QG0842  USGS QUAD   -  KINGSBURY (1989)
 QG0842
 QG0842                         *CURRENT SURVEY CONTROL
 QG0842  ___________________________________________________________________
 QG0842* NAD 83(1986)-  45 07 03.     (N)    069 38 46.     (W)     SCALED    
 QG0842* NAVD 88     -       281.699  (meters)     924.21   (feet)  ADJUSTED  
 QG0842  ___________________________________________________________________
 QG0842  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 QG0842  DYNAMIC HT  -         281.678 (meters)     924.14  (feet)  COMP
 QG0842  MODELED GRAV-     980,535.7   (mgal)                       NAVD 88
 QG0842
 QG0842  VERT ORDER  -  SECOND    CLASS 0
 QG0842
 QG0842.The horizontal coordinates were scaled from a topographic map and have
 QG0842.an estimated accuracy of +/- 6 seconds.
 QG0842
 QG0842.The orthometric height was determined by differential leveling
 QG0842.and adjusted by the National Geodetic Survey in June 1991..
 QG0842
 QG0842.The geoid height was determined by GEOID03.
 QG0842
 QG0842.The dynamic height is computed by dividing the NAVD 88
 QG0842.geopotential number by the normal gravity value computed on the
 QG0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0842.degrees latitude (g = 980.6199 gals.).
 QG0842
 QG0842.The modeled gravity was interpolated from observed gravity values.
 QG0842
 QG0842;                    North         East    Units  Estimated Accuracy
 QG0842;SPC ME E     -   161,840.      209,830.      MT  (+/- 180 meters Scaled)
 QG0842
 QG0842                          SUPERSEDED SURVEY CONTROL
 QG0842
 QG0842  NGVD 29 (??/??/92)  281.871  (m)          924.77   (f) ADJ UNCH    2 0
 QG0842
 QG0842.Superseded values are not recommended for survey control.
 QG0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0842.See file dsdata.txt to determine how the superseded data were derived.
 QG0842
 QG0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK491962(NAD 83)
 QG0842_MARKER: DB = BENCH MARK DISK
 QG0842_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QG0842_SP_SET: BRIDGE
 QG0842_STAMPING: M 87 1942
 QG0842_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG0842
 QG0842  HISTORY     - Date     Condition        Report By
 QG0842  HISTORY     - 1942     MONUMENTED       CGS
 QG0842  HISTORY     - 19840904 GOOD             USPSQD
 QG0842
 QG0842                          STATION DESCRIPTION
 QG0842
 QG0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0842'AT KINGSBURY.
 QG0842'AT KINGSBURY, PSICATAQUIS COUNTY, ABOUT 162 FEET SOUTH OF THE
 QG0842'INTERSECTION OF STATE HIGHWAY 16 AND A COUNTY ASPHALT ROAD,
 QG0842'117 FEET SOUTH OF THE POST OFFICE, AT A BRIDGE OVER KINGSBURY
 QG0842'STREAM, IN THE TOP OF THE NORTHEAST WING WALL, 13 FEET EAST OF
 QG0842'THE CENTER LINE OF THE ROAD, AND ABOUT LEVEL WITH THE ROAD.
 QG0842'A STANDARD DISK, STAMPED M 87 1942.
 QG0842
 QG0842                          STATION RECOVERY (1984)
 QG0842
 QG0842'RECOVERY NOTE BY US POWER SQUADRON 1984 (WDH)
 QG0842'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0376 ***********************************************************************
 PD0376  DESIGNATION -  M 88
 PD0376  PID         -  PD0376
 PD0376  STATE/COUNTY-  ME/WASHINGTON
 PD0376  USGS QUAD   -  CHERRYFIELD (1978)
 PD0376
 PD0376                         *CURRENT SURVEY CONTROL
 PD0376  ___________________________________________________________________
 PD0376* NAD 83(1986)-  44 37 08.     (N)    067 55 50.     (W)     SCALED    
 PD0376* NAVD 88     -        67.289  (meters)     220.76   (feet)  ADJUSTED  
 PD0376  ___________________________________________________________________
 PD0376  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 PD0376  DYNAMIC HT  -          67.286 (meters)     220.75  (feet)  COMP
 PD0376  MODELED GRAV-     980,576.9   (mgal)                       NAVD 88
 PD0376
 PD0376  VERT ORDER  -  SECOND    CLASS 0
 PD0376
 PD0376.The horizontal coordinates were scaled from a topographic map and have
 PD0376.an estimated accuracy of +/- 6 seconds.
 PD0376
 PD0376.The orthometric height was determined by differential leveling
 PD0376.and adjusted by the National Geodetic Survey in June 1991..
 PD0376
 PD0376.The geoid height was determined by GEOID03.
 PD0376
 PD0376.The dynamic height is computed by dividing the NAVD 88
 PD0376.geopotential number by the normal gravity value computed on the
 PD0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0376.degrees latitude (g = 980.6199 gals.).
 PD0376
 PD0376.The modeled gravity was interpolated from observed gravity values.
 PD0376
 PD0376;                    North         East    Units  Estimated Accuracy
 PD0376;SPC ME E     -   105,950.      345,190.      MT  (+/- 180 meters Scaled)
 PD0376
 PD0376                          SUPERSEDED SURVEY CONTROL
 PD0376
 PD0376  NGVD 29 (??/??/92)   67.466  (m)          221.34   (f) ADJ UNCH    2 0
 PD0376
 PD0376.Superseded values are not recommended for survey control.
 PD0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0376.See file dsdata.txt to determine how the superseded data were derived.
 PD0376
 PD0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK848411(NAD 83)
 PD0376_MARKER: DD = SURVEY DISK
 PD0376_SETTING: 66 = SET IN ROCK OUTCROP
 PD0376_SP_SET: ROCK OUTCROP
 PD0376_STAMPING: M 88 1942
 PD0376_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0376+STABILITY: POSITION/ELEVATION WELL
 PD0376
 PD0376  HISTORY     - Date     Condition        Report By
 PD0376  HISTORY     - 1942     MONUMENTED       CGS
 PD0376  HISTORY     - 1964     GOOD             NGS
 PD0376
 PD0376                          STATION DESCRIPTION
 PD0376
 PD0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 PD0376'0.8 MI N FROM CHERRYFIELD.
 PD0376'SET HORIZONTALLY IN THE TOP OF THE EASTERN AND LOWER END OF A
 PD0376'LARGE ROCK OUTCROP, ABOUT 3 FEET ABOVE THE HIGHWAY, 250 FEET
 PD0376'SOUTH ACROSS THE HIGHWAY FROM A 1 1/2-STORY FRAME HOUSE, 33 FEET
 PD0376'WEST OF THE CENTER OF THE ROAD.  REACHED FROM THE INTERSECTION
 PD0376'OF U.S. HIGHWAY 1 AND STATE HIGHWAY 193 IN CHERRYFIELD BY GOING
 PD0376'NORTH ON 193 FOR 2.0 MILES TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0396 ***********************************************************************
 PE0396  DESIGNATION -  M 89
 PE0396  PID         -  PE0396
 PE0396  STATE/COUNTY-  ME/PENOBSCOT
 PE0396  USGS QUAD   -  VEAZIE (1988)
 PE0396
 PE0396                         *CURRENT SURVEY CONTROL
 PE0396  ___________________________________________________________________
 PE0396* NAD 83(1986)-  44 46 03.     (N)    068 44 05.     (W)     SCALED    
 PE0396* NAVD 88     -        38.728  (meters)     127.06   (feet)  ADJUSTED  
 PE0396  ___________________________________________________________________
 PE0396  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 PE0396  DYNAMIC HT  -          38.727 (meters)     127.06  (feet)  COMP
 PE0396  MODELED GRAV-     980,577.4   (mgal)                       NAVD 88
 PE0396  OBS GRAVITY -     980,575.9   (mgal)                       GRAV_OBS
 PE0396
 PE0396  VERT ORDER  -  FIRST     CLASS I
 PE0396
 PE0396.The horizontal coordinates were scaled from a topographic map and have
 PE0396.an estimated accuracy of +/- 6 seconds.
 PE0396
 PE0396.The orthometric height was determined by differential leveling
 PE0396.and adjusted by the National Geodetic Survey in June 1991..
 PE0396.WARNING-Repeat measurements at this control monument indicate possible
 PE0396.vertical movement.
 PE0396
 PE0396.The geoid height was determined by GEOID03.
 PE0396
 PE0396.The dynamic height is computed by dividing the NAVD 88
 PE0396.geopotential number by the normal gravity value computed on the
 PE0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0396.degrees latitude (g = 980.6199 gals.).
 PE0396
 PE0396.The modeled gravity was interpolated from observed gravity values.
 PE0396.The observed gravity was obtained from relative gravimeter ties
 PE0396.to the IGSN71 gravity network.
 PE0396
 PE0396;                    North         East    Units  Estimated Accuracy
 PE0396;SPC ME E     -   122,340.      281,420.      MT  (+/- 180 meters Scaled)
 PE0396
 PE0396                          SUPERSEDED SURVEY CONTROL
 PE0396
 PE0396  NGVD 29 (??/??/92)   38.938  (m)          127.75   (f) ADJ UNCH    1 1
 PE0396
 PE0396.Superseded values are not recommended for survey control.
 PE0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0396.See file dsdata.txt to determine how the superseded data were derived.
 PE0396
 PE0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK209571(NAD 83)
 PE0396_MARKER: DB = BENCH MARK DISK
 PE0396_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE0396_SP_SET: SIGNAL CONCRETE BASE
 PE0396_STAMPING: M 89 1942
 PE0396_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE0396
 PE0396  HISTORY     - Date     Condition        Report By
 PE0396  HISTORY     - 1942     MONUMENTED       CGS
 PE0396  HISTORY     - 1966     GOOD             NGS
 PE0396  HISTORY     - 1978     GOOD             DMA
 PE0396  HISTORY     - 1988     GOOD             USPSQD
 PE0396
 PE0396                          STATION DESCRIPTION
 PE0396
 PE0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0396'2.5 MI SE FROM BREWER.
 PE0396'2.5 MILES SE. ALONG THE MAINE CENTRAL RAILROAD FROM THE CROSSING
 PE0396'OF WILSON STREET AT BREWER, ABOUT 0.1 MILE NORTH OF MILEPOST P
 PE0396'141/C129, SET VERTICALLY IN THE EAST FACE OF A 2 1/2-FOOT SQUARE
 PE0396'CONCRETE ABANDONED SIGNAL BASE, 7.4 FEET WEST OF THE WEST RAIL,
 PE0396'AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE TRACK.
 PE0396
 PE0396                          STATION RECOVERY (1978)
 PE0396
 PE0396'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PE0396'RECOVERED IN GOOD CONDITION.
 PE0396
 PE0396                          STATION RECOVERY (1988)
 PE0396
 PE0396'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE0396'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0356 ***********************************************************************
 QG0356  DESIGNATION -  M 9
 QG0356  PID         -  QG0356
 QG0356  STATE/COUNTY-  ME/PENOBSCOT
 QG0356  USGS QUAD   -  SOUTH LAGRANGE (1983)
 QG0356
 QG0356                         *CURRENT SURVEY CONTROL
 QG0356  ___________________________________________________________________
 QG0356* NAD 83(1986)-  45 05 47.     (N)    068 49 29.     (W)     SCALED    
 QG0356* NAVD 88     -        51.761  (meters)     169.82   (feet)  ADJUSTED  
 QG0356  ___________________________________________________________________
 QG0356  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 QG0356  DYNAMIC HT  -          51.760 (meters)     169.82  (feet)  COMP
 QG0356  MODELED GRAV-     980,608.6   (mgal)                       NAVD 88
 QG0356
 QG0356  VERT ORDER  -  FIRST     CLASS II
 QG0356
 QG0356.The horizontal coordinates were scaled from a topographic map and have
 QG0356.an estimated accuracy of +/- 6 seconds.
 QG0356
 QG0356.The orthometric height was determined by differential leveling
 QG0356.and adjusted by the National Geodetic Survey in June 1991..
 QG0356
 QG0356.The geoid height was determined by GEOID03.
 QG0356
 QG0356.The dynamic height is computed by dividing the NAVD 88
 QG0356.geopotential number by the normal gravity value computed on the
 QG0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0356.degrees latitude (g = 980.6199 gals.).
 QG0356
 QG0356.The modeled gravity was interpolated from observed gravity values.
 QG0356
 QG0356;                    North         East    Units  Estimated Accuracy
 QG0356;SPC ME E     -   158,910.      274,440.      MT  (+/- 180 meters Scaled)
 QG0356
 QG0356                          SUPERSEDED SURVEY CONTROL
 QG0356
 QG0356  NGVD 29 (??/??/92)   51.942  (m)          170.41   (f) ADJ UNCH    1 2
 QG0356
 QG0356.Superseded values are not recommended for survey control.
 QG0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0356.See file dsdata.txt to determine how the superseded data were derived.
 QG0356
 QG0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK137936(NAD 83)
 QG0356_MARKER: DB = BENCH MARK DISK
 QG0356_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QG0356_SP_SET: ABUTMENT
 QG0356_STAMPING: 170.413 M 9 1927 M 9
 QG0356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG0356
 QG0356  HISTORY     - Date     Condition        Report By
 QG0356  HISTORY     - 1927     MONUMENTED       CGS
 QG0356  HISTORY     - 1953     GOOD             NGS
 QG0356
 QG0356                          STATION DESCRIPTION
 QG0356
 QG0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 QG0356'1.5 MI SW FROM SOUTH LAGRANGE.
 QG0356'1.5 MILES SOUTHWEST ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 QG0356'THE STATION AT SOUTH LAGRANGE, ABOUT 0.4 MILE SOUTH OF MILE POST
 QG0356'53, IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST ABUTMENT
 QG0356'OF RAILROAD BRIDGE NO. 52.59 OVER DEAD STREAM, 5 FEET NORTHWEST
 QG0356'OF NORTHWEST RAIL OF NORTHWEST TRACK AND ABOUT 1 FOOT BELOW LEVEL
 QG0356'OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0043 ***********************************************************************
 PE0043  DESIGNATION -  M 90
 PE0043  PID         -  PE0043
 PE0043  STATE/COUNTY-  ME/HANCOCK
 PE0043  USGS QUAD   -  HANCOCK (1981)
 PE0043
 PE0043                         *CURRENT SURVEY CONTROL
 PE0043  ___________________________________________________________________
 PE0043* NAD 83(1986)-  44 33 45.     (N)    068 21 55.     (W)     SCALED    
 PE0043* NAVD 88     -        33.678  (meters)     110.49   (feet)  ADJUSTED  
 PE0043  ___________________________________________________________________
 PE0043  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 PE0043  DYNAMIC HT  -          33.676 (meters)     110.49  (feet)  COMP
 PE0043  MODELED GRAV-     980,565.6   (mgal)                       NAVD 88
 PE0043  OBS GRAVITY -     980,566.7   (mgal)                       GRAV_OBS
 PE0043
 PE0043  VERT ORDER  -  FIRST     CLASS I
 PE0043
 PE0043.The horizontal coordinates were scaled from a topographic map and have
 PE0043.an estimated accuracy of +/- 6 seconds.
 PE0043
 PE0043.The orthometric height was determined by differential leveling
 PE0043.and adjusted by the National Geodetic Survey in June 1991..
 PE0043
 PE0043.The geoid height was determined by GEOID03.
 PE0043
 PE0043.The dynamic height is computed by dividing the NAVD 88
 PE0043.geopotential number by the normal gravity value computed on the
 PE0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0043.degrees latitude (g = 980.6199 gals.).
 PE0043
 PE0043.The modeled gravity was interpolated from observed gravity values.
 PE0043.The observed gravity was obtained from relative gravimeter ties
 PE0043.to the IGSN71 gravity network.
 PE0043
 PE0043;                    North         East    Units  Estimated Accuracy
 PE0043;SPC ME E     -    99,540.      310,700.      MT  (+/- 180 meters Scaled)
 PE0043
 PE0043                          SUPERSEDED SURVEY CONTROL
 PE0043
 PE0043  NGVD 29 (??/??/92)   33.869  (m)          111.12   (f) ADJ UNCH    1 1
 PE0043
 PE0043.Superseded values are not recommended for survey control.
 PE0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0043.See file dsdata.txt to determine how the superseded data were derived.
 PE0043
 PE0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK504345(NAD 83)
 PE0043_MARKER: DB = BENCH MARK DISK
 PE0043_SETTING: 66 = SET IN ROCK OUTCROP
 PE0043_SP_SET: ROCK CUT
 PE0043_STAMPING: M 90 1942
 PE0043_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0043+STABILITY: POSITION/ELEVATION WELL
 PE0043
 PE0043  HISTORY     - Date     Condition        Report By
 PE0043  HISTORY     - 1942     MONUMENTED       CGS
 PE0043  HISTORY     - 1966     GOOD             NGS
 PE0043  HISTORY     - 1978     GOOD             DMA
 PE0043
 PE0043                          STATION DESCRIPTION
 PE0043
 PE0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0043'1.1 MI NE FROM WASHINGTON JUNCTION.
 PE0043'1.1 MILES NORTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE0043'STATION AT WASHINGTON JUNCTION, ABOUT 0.4 MILE SOUTHWEST OF
 PE0043'MILEPOST P170/C100, 6 1/2 RAILS WEST OF THE WEST END OF A CURVE
 PE0043'WITH TANGENTS EXTENDING WEST AND NORTHWEST, IN THE TOP OF THE
 PE0043'SOUTHEAST CORNER OF A TRIANGULAR SHAPED ROCK WITH 10-FOOT SIDES,
 PE0043'23.0 FEET NORTH OF THE NORTH RAIL, AND ABOUT 8 FEET BELOW THE
 PE0043'LEVEL OF THE TRACK.
 PE0043
 PE0043                          STATION RECOVERY (1978)
 PE0043
 PE0043'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PE0043'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0098 ***********************************************************************
 PE0098  DESIGNATION -  M 91
 PE0098  PID         -  PE0098
 PE0098  STATE/COUNTY-  ME/HANCOCK
 PE0098  USGS QUAD   -  SULLIVAN (1982)
 PE0098
 PE0098                         *CURRENT SURVEY CONTROL
 PE0098  ___________________________________________________________________
 PE0098* NAD 83(1986)-  44 30 47.     (N)    068 08 45.     (W)     SCALED    
 PE0098* NAVD 88     -        45.294  (meters)     148.60   (feet)  ADJUSTED  
 PE0098  ___________________________________________________________________
 PE0098  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 PE0098  DYNAMIC HT  -          45.292 (meters)     148.60  (feet)  COMP
 PE0098  MODELED GRAV-     980,566.3   (mgal)                       NAVD 88
 PE0098
 PE0098  VERT ORDER  -  SECOND    CLASS 0
 PE0098
 PE0098.The horizontal coordinates were scaled from a topographic map and have
 PE0098.an estimated accuracy of +/- 6 seconds.
 PE0098
 PE0098.The orthometric height was determined by differential leveling
 PE0098.and adjusted by the National Geodetic Survey in June 1991..
 PE0098
 PE0098.The geoid height was determined by GEOID03.
 PE0098
 PE0098.The dynamic height is computed by dividing the NAVD 88
 PE0098.geopotential number by the normal gravity value computed on the
 PE0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0098.degrees latitude (g = 980.6199 gals.).
 PE0098
 PE0098.The modeled gravity was interpolated from observed gravity values.
 PE0098
 PE0098;                    North         East    Units  Estimated Accuracy
 PE0098;SPC ME E     -    94,100.      328,160.      MT  (+/- 180 meters Scaled)
 PE0098
 PE0098                          SUPERSEDED SURVEY CONTROL
 PE0098
 PE0098  NGVD 29 (??/??/92)   45.497  (m)          149.27   (f) ADJ UNCH    2 0
 PE0098
 PE0098.Superseded values are not recommended for survey control.
 PE0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0098.See file dsdata.txt to determine how the superseded data were derived.
 PE0098
 PE0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK678292(NAD 83)
 PE0098_MARKER: DB = BENCH MARK DISK
 PE0098_SETTING: 66 = SET IN ROCK OUTCROP
 PE0098_SP_SET: ROCK OUTCROP
 PE0098_STAMPING: M 91 1942
 PE0098_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0098+STABILITY: POSITION/ELEVATION WELL
 PE0098
 PE0098  HISTORY     - Date     Condition        Report By
 PE0098  HISTORY     - 1942     MONUMENTED       CGS
 PE0098  HISTORY     - 1966     GOOD             NGS
 PE0098
 PE0098                          STATION DESCRIPTION
 PE0098
 PE0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0098'0.7 MI N FROM EAST SULLIVAN.
 PE0098'ABOUT 0.7 MILE NORTH ALONG STATE HIGHWAY 183 FROM THE JUNCTION
 PE0098'OF U.S. HIGHWAY 1 AT EAST SULLIVAN, ABOUT 0.3 MILE SOUTH OF THE
 PE0098'JUNCTION OF A BLACK TOPPED ROAD LEADING NORTHWEST, ON THE OUTSIDE
 PE0098'AND NEAR THE NORTHWEST END OF A CURVE, SET IN THE TOP OF A ROCK
 PE0098'OUTCROP WHICH IS 12 FEET LONG- AND 10 FEET WIDE, 34 FEET
 PE0098'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 20 1/2 FEET NORTH
 PE0098'OF POWER LINE POLE NO. 26-3326, AND ABOUT 2 FEET ABOVE THE
 PE0098'LEVEL OF THE HIGHWAY.  NEAR CREST OF SMALL HILL SOUTH OF BIRCH
 PE0098'TREE CEMETERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0220 ***********************************************************************
 PF0220  DESIGNATION -  M 92
 PF0220  PID         -  PF0220
 PF0220  STATE/COUNTY-  ME/OXFORD
 PF0220  USGS QUAD   -  GILEAD (1970)
 PF0220
 PF0220                         *CURRENT SURVEY CONTROL
 PF0220  ___________________________________________________________________
 PF0220* NAD 83(1986)-  44 23 53.     (N)    070 56 41.     (W)     SCALED    
 PF0220* NAVD 88     -       211.857  (meters)     695.07   (feet)  ADJUSTED  
 PF0220  ___________________________________________________________________
 PF0220  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 PF0220  DYNAMIC HT  -         211.827 (meters)     694.97  (feet)  COMP
 PF0220  MODELED GRAV-     980,472.8   (mgal)                       NAVD 88
 PF0220
 PF0220  VERT ORDER  -  FIRST     CLASS II
 PF0220
 PF0220.The horizontal coordinates were scaled from a topographic map and have
 PF0220.an estimated accuracy of +/- 6 seconds.
 PF0220
 PF0220.The orthometric height was determined by differential leveling
 PF0220.and adjusted by the National Geodetic Survey in June 1991..
 PF0220.WARNING-Repeat measurements at this control monument indicate possible
 PF0220.vertical movement.
 PF0220
 PF0220.The geoid height was determined by GEOID03.
 PF0220
 PF0220.The dynamic height is computed by dividing the NAVD 88
 PF0220.geopotential number by the normal gravity value computed on the
 PF0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0220.degrees latitude (g = 980.6199 gals.).
 PF0220
 PF0220.The modeled gravity was interpolated from observed gravity values.
 PF0220
 PF0220;                    North         East    Units  Estimated Accuracy
 PF0220;SPC ME W     -   174,140.      838,020.      MT  (+/- 180 meters Scaled)
 PF0220
 PF0220                          SUPERSEDED SURVEY CONTROL
 PF0220
 PF0220  NGVD 29 (??/??/92)  212.063  (m)          695.74   (f) ADJ UNCH    1 2
 PF0220
 PF0220.Superseded values are not recommended for survey control.
 PF0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0220.See file dsdata.txt to determine how the superseded data were derived.
 PF0220
 PF0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK451179(NAD 83)
 PF0220_MARKER: DB = BENCH MARK DISK
 PF0220_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PF0220_SP_SET: CULVERT
 PF0220_STAMPING: M 92 1942
 PF0220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PF0220
 PF0220  HISTORY     - Date     Condition        Report By
 PF0220  HISTORY     - 1942     MONUMENTED       CGS
 PF0220  HISTORY     - 1978     GOOD             NGS
 PF0220
 PF0220                          STATION DESCRIPTION
 PF0220
 PF0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PF0220'1.4 MI E FROM GILEAD.
 PF0220'ABOUT 1.4 MILES EAST ALONG THE CANADIAN NATIONAL RAILROAD FROM THE
 PF0220'STATION AT GILEAD, OXFORD COUNTY, ABOUT 0.3 MILE EAST OF MILEPOST
 PF0220'79, AT A CONCRETE CULVERT, IN THE TOP OF THE WEST END OF THE
 PF0220'NORTH HEAD WALL, ABOUT 45 FEET WEST OF POLE E-62, ABOUT 42 FEET
 PF0220'NORTH OF THE CENTER LINE OF U.S. HIGHWAY 2, 28 FEET SOUTH OF THE
 PF0220'SOUTH RAIL OF THE TRACK, AND ABOUT LEVEL WITH THE TRACK.  A STANDARD
 PF0220'DISK, STAMPED M 92 1942.
 PF0220
 PF0220                          STATION RECOVERY (1978)
 PF0220
 PF0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PF0220'1.8 MILES EAST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF STATE HIGHWAY
 PF0220'113 AT GILEAD, 0.3 MILE WEST OF A WOODEN FOOT BRIDGE OVER THE CANADIAN
 PF0220'NATIONAL RAILROAD LEADING NORTH TO A SMALL CEMETERY, ON THE TOP AND
 PF0220'13 INCHES EAST OF THE WEST END OF A 6-FOOT CONCRETE HEAD WALL TO A
 PF0220'16-INCH PIPE CULVERT, 36.8 FT. NORTH OF THE CENTER LINE OF THE
 PF0220'HIGHWAY, 28.1 FT. SOUTH OF THE SOUTH RAIL, 51.1 FT. WEST OF A
 PF0220'TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0250 ***********************************************************************
 PE0250  DESIGNATION -  M 93
 PE0250  PID         -  PE0250
 PE0250  STATE/COUNTY-  ME/HANCOCK
 PE0250  USGS QUAD   -  WINTER HARBOR (1985)
 PE0250
 PE0250                         *CURRENT SURVEY CONTROL
 PE0250  ___________________________________________________________________
 PE0250* NAD 83(1986)-  44 28 24.     (N)    068 05 50.     (W)     SCALED    
 PE0250* NAVD 88     -        30.396  (meters)      99.72   (feet)  ADJUSTED  
 PE0250  ___________________________________________________________________
 PE0250  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 PE0250  DYNAMIC HT  -          30.394 (meters)      99.72  (feet)  COMP
 PE0250  MODELED GRAV-     980,577.1   (mgal)                       NAVD 88
 PE0250
 PE0250  VERT ORDER  -  SECOND    CLASS 0
 PE0250
 PE0250.The horizontal coordinates were scaled from a topographic map and have
 PE0250.an estimated accuracy of +/- 6 seconds.
 PE0250
 PE0250.The orthometric height was determined by differential leveling
 PE0250.and adjusted by the National Geodetic Survey in June 1991..
 PE0250
 PE0250.The geoid height was determined by GEOID03.
 PE0250
 PE0250.The dynamic height is computed by dividing the NAVD 88
 PE0250.geopotential number by the normal gravity value computed on the
 PE0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0250.degrees latitude (g = 980.6199 gals.).
 PE0250
 PE0250.The modeled gravity was interpolated from observed gravity values.
 PE0250
 PE0250;                    North         East    Units  Estimated Accuracy
 PE0250;SPC ME E     -    89,700.      332,040.      MT  (+/- 180 meters Scaled)
 PE0250
 PE0250                          SUPERSEDED SURVEY CONTROL
 PE0250
 PE0250  NGVD 29 (??/??/92)   30.599  (m)          100.39   (f) ADJ UNCH    2 0
 PE0250
 PE0250.Superseded values are not recommended for survey control.
 PE0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0250.See file dsdata.txt to determine how the superseded data were derived.
 PE0250
 PE0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK718248(NAD 83)
 PE0250_MARKER: DB = BENCH MARK DISK
 PE0250_SETTING: 66 = SET IN ROCK OUTCROP
 PE0250_SP_SET: BEDROCK
 PE0250_STAMPING: M 93 1942
 PE0250_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0250+STABILITY: POSITION/ELEVATION WELL
 PE0250
 PE0250  HISTORY     - Date     Condition        Report By
 PE0250  HISTORY     - 1942     MONUMENTED       CGS
 PE0250  HISTORY     - 1966     GOOD             NGS
 PE0250
 PE0250                          STATION DESCRIPTION
 PE0250
 PE0250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0250'0.6 MI NW FROM SOUTH GOULDSBORO.
 PE0250'0.6 MILE NORTHWEST ALONG STATE HIGHWAY 186 FROM THE POST OFFICE
 PE0250'AT WEST GOULDSBORO, AT THE JUNCTION OF THE WEST LEG OF STATE
 PE0250'HIGHWAY 186 AND U.S. HIGHWAY 1, SET ON THE TOP OF A LARGE AREA
 PE0250'OF EXPOSED BEDROCK, 56 FEET NORTHEAST OF THE APPROXIMATE CENTER
 PE0250'OF THE JUNCTION OF THE STATE HIGHWAY AND THE U.S. HIGHWAY, 49.5
 PE0250'FEET EAST OF THE CENTER LINE OF THE U.S. HIGHWAY 1, 38 FEET
 PE0250'NORTH-NORTHEAST OF POWER LINE POLE NO. 70, AND ABOUT 4 FEET
 PE0250'ABOVE THE LEVEL OF THE HIGHWAY.  NOTE-- MARK MAY ALSO BE REACHED
 PE0250'BY GOING 0.1 MILE NORTH ALONG STATE HIGHWAY 186 FROM THE POST
 PE0250'OFFICE AT GOULDSBORO, THENCE 3.1 MILES WEST ALONG U.S. HIGHWAY
 PE0250'1 TO WEST LEG OF THE JUNCTION OF THE TWO HIGHWAYS MENTIONED
 PE0250'ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0128 ***********************************************************************
 PD0128  DESIGNATION -  M 94
 PD0128  PID         -  PD0128
 PD0128  STATE/COUNTY-  ME/WASHINGTON
 PD0128  USGS QUAD   -  MACHIAS (1977)
 PD0128
 PD0128                         *CURRENT SURVEY CONTROL
 PD0128  ___________________________________________________________________
 PD0128* NAD 83(1986)-  44 42 59.     (N)    067 25 34.     (W)     SCALED    
 PD0128* NAVD 88     -         4.115  (meters)      13.50   (feet)  ADJUSTED  
 PD0128  ___________________________________________________________________
 PD0128  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 PD0128  DYNAMIC HT  -           4.115 (meters)      13.50  (feet)  COMP
 PD0128  MODELED GRAV-     980,594.3   (mgal)                       NAVD 88
 PD0128  OBS GRAVITY -     980,596.5   (mgal)                       GRAV_OBS
 PD0128
 PD0128  VERT ORDER  -  FIRST     CLASS I
 PD0128
 PD0128.The horizontal coordinates were scaled from a topographic map and have
 PD0128.an estimated accuracy of +/- 6 seconds.
 PD0128
 PD0128.The orthometric height was determined by differential leveling
 PD0128.and adjusted by the National Geodetic Survey in June 1991..
 PD0128
 PD0128.The geoid height was determined by GEOID03.
 PD0128
 PD0128.The dynamic height is computed by dividing the NAVD 88
 PD0128.geopotential number by the normal gravity value computed on the
 PD0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0128.degrees latitude (g = 980.6199 gals.).
 PD0128
 PD0128.The modeled gravity was interpolated from observed gravity values.
 PD0128.The observed gravity was obtained from relative gravimeter ties
 PD0128.to the IGSN71 gravity network.
 PD0128
 PD0128;                    North         East    Units  Estimated Accuracy
 PD0128;SPC ME E     -   117,190.      385,080.      MT  (+/- 180 meters Scaled)
 PD0128
 PD0128                          SUPERSEDED SURVEY CONTROL
 PD0128
 PD0128  NGVD 29 (??/??/92)    4.325  (m)           14.19   (f) ADJ UNCH    1 1
 PD0128
 PD0128.Superseded values are not recommended for survey control.
 PD0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0128.See file dsdata.txt to determine how the superseded data were derived.
 PD0128
 PD0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK246526(NAD 83)
 PD0128_MARKER: DB = BENCH MARK DISK
 PD0128_SETTING: 66 = SET IN ROCK OUTCROP
 PD0128_SP_SET: ROCK OUTCROP
 PD0128_STAMPING: M 94 1942
 PD0128_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0128+STABILITY: POSITION/ELEVATION WELL
 PD0128
 PD0128  HISTORY     - Date     Condition        Report By
 PD0128  HISTORY     - 1942     MONUMENTED       CGS
 PD0128  HISTORY     - 1966     GOOD             NGS
 PD0128  HISTORY     - 1978     GOOD             DMA
 PD0128
 PD0128                          STATION DESCRIPTION
 PD0128
 PD0128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PD0128'1.3 MI E FROM MACHIAS.
 PD0128'1.3 MILES EAST ALONG THE MAINE CENTRAL RAILROAD FROM THE STATION
 PD0128'AT MACHIAS, ABOUT 0.1 MILE NORTHWEST OF MILEPOST C43/P227, IN
 PD0128'THE TOP OF THE SOUTHWEST SIDE OF A 12-BY-27-FOOT SLOPING ROCK
 PD0128'OUTCROP THAT PROJECTS ABOUT 12 FEET AT THE HIGHEST POINT, 16
 PD0128'FEET NORTHWEST OF THE SOUTHEAST EDGE, 15.5 FEET NORTHEAST OF THE
 PD0128'NORTHEAST RAIL, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK.
 PD0128
 PD0128                          STATION RECOVERY (1978)
 PD0128
 PD0128'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PD0128'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0177 ***********************************************************************
 PD0177  DESIGNATION -  M 96
 PD0177  PID         -  PD0177
 PD0177  STATE/COUNTY-  ME/WASHINGTON
 PD0177  USGS QUAD   -  PORCUPINE MOUNTAIN (1987)
 PD0177
 PD0177                         *CURRENT SURVEY CONTROL
 PD0177  ___________________________________________________________________
 PD0177* NAD 83(1986)-  44 56 54.     (N)    067 15 57.     (W)     SCALED    
 PD0177* NAVD 88     -        41.569  (meters)     136.38   (feet)  ADJUSTED  
 PD0177  ___________________________________________________________________
 PD0177  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 PD0177  DYNAMIC HT  -          41.567 (meters)     136.37  (feet)  COMP
 PD0177  MODELED GRAV-     980,591.3   (mgal)                       NAVD 88
 PD0177  OBS GRAVITY -     980,598.0   (mgal)                       GRAV_OBS
 PD0177
 PD0177  VERT ORDER  -  FIRST     CLASS I
 PD0177
 PD0177.The horizontal coordinates were scaled from a topographic map and have
 PD0177.an estimated accuracy of +/- 6 seconds.
 PD0177
 PD0177.The orthometric height was determined by differential leveling
 PD0177.and adjusted by the National Geodetic Survey in June 1991..
 PD0177.WARNING-Repeat measurements at this control monument indicate possible
 PD0177.vertical movement.
 PD0177
 PD0177.The geoid height was determined by GEOID03.
 PD0177
 PD0177.The dynamic height is computed by dividing the NAVD 88
 PD0177.geopotential number by the normal gravity value computed on the
 PD0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0177.degrees latitude (g = 980.6199 gals.).
 PD0177
 PD0177.The modeled gravity was interpolated from observed gravity values.
 PD0177.The observed gravity was obtained from relative gravimeter ties
 PD0177.to the IGSN71 gravity network.
 PD0177
 PD0177;                    North         East    Units  Estimated Accuracy
 PD0177;SPC ME E     -   143,140.      397,390.      MT  (+/- 180 meters Scaled)
 PD0177
 PD0177                          SUPERSEDED SURVEY CONTROL
 PD0177
 PD0177  NGVD 29 (??/??/92)   41.773  (m)          137.05   (f) ADJ UNCH    1 1
 PD0177
 PD0177.Superseded values are not recommended for survey control.
 PD0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0177.See file dsdata.txt to determine how the superseded data were derived.
 PD0177
 PD0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK368786(NAD 83)
 PD0177_MARKER: DB = BENCH MARK DISK
 PD0177_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PD0177_SP_SET: CULVERT
 PD0177_STAMPING: M 96 1942
 PD0177_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PD0177
 PD0177  HISTORY     - Date     Condition        Report By
 PD0177  HISTORY     - 1942     MONUMENTED       CGS
 PD0177  HISTORY     - 1966     GOOD             NGS
 PD0177  HISTORY     - 1978     POOR             DMA
 PD0177
 PD0177                          STATION DESCRIPTION
 PD0177
 PD0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PD0177'3.3 MI SW FROM AYRES JCT.
 PD0177'3.3 MILES SOUTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PD0177'CROSSING OF STATE HIGHWAY 214 AT AYRES JCT, ABOUT 0.6 MILE SOUTH
 PD0177'OF THE CROSSING OF SHAW MEADOW ROAD, 310 FEET SOUTH OF MILEPOST
 PD0177'C19/P251, IN THE TOP OF A 2-BY-2 1/2-FOOT EXPOSED PORTION OF A
 PD0177'GRANITE BOULDER THAT PROJECTS ABOUT 1/2 FOOT, 145 FEET NORTH OF
 PD0177'THE NORTH END OF THE EAST STONE HEAD WALL OF A 2-FOOT CULVERT
 PD0177'UNDER THE TRACK, 17.0 FEET EAST OF THE EAST RAIL, AND ABOUT LEVEL
 PD0177'WITH THE TRACK.  ALSO ABOUT 3.6 MILES NORTH ALONG THE MAINE
 PD0177'CENTRAL RAILROAD FROM THE CROSSING OF STATE HIGHWAY 86 AT
 PD0177'DENNYSVILLE.
 PD0177
 PD0177                          STATION RECOVERY (1978)
 PD0177
 PD0177'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PD0177'DISK HAS BEEN CUT IN TWO AND SIDES PRYED UP BUT STILL REMAINS THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0217 ***********************************************************************
 OB0217  DESIGNATION -  M 97
 OB0217  PID         -  OB0217
 OB0217  STATE/COUNTY-  ME/SAGADAHOC
 OB0217  USGS QUAD   -  PHIPPSBURG (1957)
 OB0217
 OB0217                         *CURRENT SURVEY CONTROL
 OB0217  ___________________________________________________________________
 OB0217* NAD 83(1986)-  43 45 12.     (N)    069 49 31.     (W)     SCALED    
 OB0217* NAVD 88     -         4.829  (meters)      15.84   (feet)  ADJUSTED  
 OB0217  ___________________________________________________________________
 OB0217  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 OB0217  DYNAMIC HT  -           4.828 (meters)      15.84  (feet)  COMP
 OB0217  MODELED GRAV-     980,519.3   (mgal)                       NAVD 88
 OB0217
 OB0217  VERT ORDER  -  SECOND    CLASS 0
 OB0217
 OB0217.The horizontal coordinates were scaled from a topographic map and have
 OB0217.an estimated accuracy of +/- 6 seconds.
 OB0217
 OB0217.The orthometric height was determined by differential leveling
 OB0217.and adjusted by the National Geodetic Survey in June 1991..
 OB0217
 OB0217.The geoid height was determined by GEOID03.
 OB0217
 OB0217.The dynamic height is computed by dividing the NAVD 88
 OB0217.geopotential number by the normal gravity value computed on the
 OB0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0217.degrees latitude (g = 980.6199 gals.).
 OB0217
 OB0217.The modeled gravity was interpolated from observed gravity values.
 OB0217
 OB0217;                    North         East    Units  Estimated Accuracy
 OB0217;SPC ME W     -   102,260.      927,490.      MT  (+/- 180 meters Scaled)
 OB0217
 OB0217                          SUPERSEDED SURVEY CONTROL
 OB0217
 OB0217  NGVD 29 (??/??/92)    5.041  (m)           16.54   (f) ADJ UNCH    2 0
 OB0217
 OB0217.Superseded values are not recommended for survey control.
 OB0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0217.See file dsdata.txt to determine how the superseded data were derived.
 OB0217
 OB0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ335448(NAD 83)
 OB0217_MARKER: DB = BENCH MARK DISK
 OB0217_SETTING: 66 = SET IN ROCK OUTCROP
 OB0217_SP_SET: BEDROCK
 OB0217_STAMPING: M 97 1943
 OB0217_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0217+STABILITY: POSITION/ELEVATION WELL
 OB0217
 OB0217  HISTORY     - Date     Condition        Report By
 OB0217  HISTORY     - 1943     MONUMENTED       CGS
 OB0217
 OB0217                          STATION DESCRIPTION
 OB0217
 OB0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 OB0217'4.0 MI SW FROM POPHAM BEACH.
 OB0217'2.9 MILES SOUTHWEST ALONG STATE HIGHWAY 209 FROM THE POST OFFICE AT
 OB0217'POPHAM BEACH, SAGADAHOC COUNTY, THENCE 1.1 MILES WEST ALONG THE SMALL
 OB0217'POINT ROAD.  0.6 MILE EAST OF THE JUNCTION OF STATE HIGHWAY 216, AT
 OB0217'THE WEST SIDE OF A MARSH, 99 FEET WEST OF A STONE CULVERT, AT A ROAD
 OB0217'JUNCTION, 44 FEET WEST OF THE CENTER LINE OF A WOODS ROAD, 38 FEET
 OB0217'SOUTH OF THE CENTER LINE OF THE MAIN ROAD, IN BEDROCK, AND ABOUT 4
 OB0217'FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED M 97 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0241 ***********************************************************************
 OC0241  TIDAL BM    -  This is a Tidal Bench Mark.
 OC0241  DESIGNATION -  M 98
 OC0241  PID         -  OC0241
 OC0241  STATE/COUNTY-  ME/YORK
 OC0241  USGS QUAD   -  BIDDEFORD (1975)
 OC0241
 OC0241                         *CURRENT SURVEY CONTROL
 OC0241  ___________________________________________________________________
 OC0241* NAD 83(1986)-  43 29 18.     (N)    070 26 55.     (W)     SCALED    
 OC0241* NAVD 88     -        34.835  (meters)     114.29   (feet)  ADJUSTED  
 OC0241  ___________________________________________________________________
 OC0241  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 OC0241  DYNAMIC HT  -          34.831 (meters)     114.27  (feet)  COMP
 OC0241  MODELED GRAV-     980,489.7   (mgal)                       NAVD 88
 OC0241
 OC0241  VERT ORDER  -  SECOND    CLASS 0
 OC0241
 OC0241.The horizontal coordinates were scaled from a topographic map and have
 OC0241.an estimated accuracy of +/- 6 seconds.
 OC0241
 OC0241.The orthometric height was determined by differential leveling
 OC0241.and adjusted by the National Geodetic Survey in June 1991..
 OC0241
 OC0241.This Tidal Bench Mark is designated as VM 12016
 OC0241.by the Center for Operational Oceanographic Products and Services.
 OC0241
 OC0241.The geoid height was determined by GEOID03.
 OC0241
 OC0241.The dynamic height is computed by dividing the NAVD 88
 OC0241.geopotential number by the normal gravity value computed on the
 OC0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0241.degrees latitude (g = 980.6199 gals.).
 OC0241
 OC0241.The modeled gravity was interpolated from observed gravity values.
 OC0241
 OC0241;                    North         East    Units  Estimated Accuracy
 OC0241;SPC ME W     -    72,800.      877,190.      MT  (+/- 180 meters Scaled)
 OC0241
 OC0241                          SUPERSEDED SURVEY CONTROL
 OC0241
 OC0241  NGVD 29 (??/??/92)   35.052  (m)          115.00   (f) ADJ UNCH    2 0
 OC0241
 OC0241.Superseded values are not recommended for survey control.
 OC0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0241.See file dsdata.txt to determine how the superseded data were derived.
 OC0241
 OC0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ828160(NAD 83)
 OC0241_MARKER: DB = BENCH MARK DISK
 OC0241_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OC0241_SP_SET: SIDEWALK
 OC0241_STAMPING: M 98 1943
 OC0241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC0241
 OC0241  HISTORY     - Date     Condition        Report By
 OC0241  HISTORY     - 1943     MONUMENTED       CGS
 OC0241  HISTORY     - 1976     GOOD             NGS
 OC0241
 OC0241                          STATION DESCRIPTION
 OC0241
 OC0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 OC0241'IN BIDDEFORD.
 OC0241'AT BIDDEFORD, YORK COUNTY, ALONG BIDDEFORD POOL ROAD (STATE
 OC0241'HIGHWAYS 9 AND 208), ACROSS THE ROAD FROM THE TWO STONE PILLARS
 OC0241'AT THE ENTRANCE TO CLIFFORD PARK AT 131 POOL STREET, IN A LARGE
 OC0241'CUT GRANITE STONE THAT FORMS PART OF THE WALK AT THE ENTRANCE TO
 OC0241'THE HOUSE, 23 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND AT
 OC0241'THE END OF THE SIDEWALK ON THE EAST SIDE OF THE HOUSE.
 OC0241
 OC0241                          STATION RECOVERY (1976)
 OC0241
 OC0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0241'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0492 ***********************************************************************
 OC0492  DESIGNATION -  M 99
 OC0492  PID         -  OC0492
 OC0492  STATE/COUNTY-  ME/YORK
 OC0492  USGS QUAD   -  KITTERY (1989)
 OC0492
 OC0492                         *CURRENT SURVEY CONTROL
 OC0492  ___________________________________________________________________
 OC0492* NAD 83(1986)-  43 07 01.     (N)    070 39 58.     (W)     SCALED    
 OC0492* NAVD 88     -        16.407  (meters)      53.83   (feet)  ADJUSTED  
 OC0492  ___________________________________________________________________
 OC0492  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 OC0492  DYNAMIC HT  -          16.404 (meters)      53.82  (feet)  COMP
 OC0492  MODELED GRAV-     980,465.5   (mgal)                       NAVD 88
 OC0492
 OC0492  VERT ORDER  -  SECOND    CLASS 0
 OC0492
 OC0492.The horizontal coordinates were scaled from a topographic map and have
 OC0492.an estimated accuracy of +/- 6 seconds.
 OC0492
 OC0492.The orthometric height was determined by differential leveling
 OC0492.and adjusted by the National Geodetic Survey in June 1991..
 OC0492
 OC0492.The geoid height was determined by GEOID03.
 OC0492
 OC0492.The dynamic height is computed by dividing the NAVD 88
 OC0492.geopotential number by the normal gravity value computed on the
 OC0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0492.degrees latitude (g = 980.6199 gals.).
 OC0492
 OC0492.The modeled gravity was interpolated from observed gravity values.
 OC0492
 OC0492;                    North         East    Units  Estimated Accuracy
 OC0492;SPC ME W     -    31,630.      859,350.      MT  (+/- 180 meters Scaled)
 OC0492
 OC0492                          SUPERSEDED SURVEY CONTROL
 OC0492
 OC0492  NGVD 29 (??/??/92)   16.640  (m)           54.59   (f) ADJ UNCH    2 0
 OC0492
 OC0492.Superseded values are not recommended for survey control.
 OC0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0492.See file dsdata.txt to determine how the superseded data were derived.
 OC0492
 OC0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH644751(NAD 83)
 OC0492_MARKER: DB = BENCH MARK DISK
 OC0492_SETTING: 80 = SET IN A BOULDER
 OC0492_SP_SET: BOULDER
 OC0492_STAMPING: M 99 1943
 OC0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC0492+STABILITY: SURFACE MOTION
 OC0492
 OC0492  HISTORY     - Date     Condition        Report By
 OC0492  HISTORY     - 1943     MONUMENTED       CGS
 OC0492  HISTORY     - 1976     GOOD             NGS
 OC0492  HISTORY     - 1988     GOOD             USPSQD
 OC0492  HISTORY     - 1989     GOOD             USPSQD
 OC0492
 OC0492                          STATION DESCRIPTION
 OC0492
 OC0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 OC0492'3.5 MI NE FROM KITTERY POINT.
 OC0492'3.5 MILES NORTHEAST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE
 OC0492'AT KITTERY POINT, YORK COUNTY, 1.5 MILES SOUTH OF YORK HARBOR,
 OC0492'0.1 MILE WEST OF FORKS IN THE ROAD, AT THE TOP OF A SMALL HILL,
 OC0492'33 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, IN A LARGE
 OC0492'BOULDER, AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY.
 OC0492
 OC0492                          STATION RECOVERY (1976)
 OC0492
 OC0492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0492'RECOVERED IN GOOD CONDITION.
 OC0492
 OC0492                          STATION RECOVERY (1988)
 OC0492
 OC0492'RECOVERY NOTE BY US POWER SQUADRON 1988 (RSR)
 OC0492'RECOVERED IN GOOD CONDITION.
 OC0492
 OC0492                          STATION RECOVERY (1989)
 OC0492
 OC0492'RECOVERY NOTE BY US POWER SQUADRON 1989 (RSR)
 OC0492'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1589 ***********************************************************************
 OC1589  DESIGNATION -  M METEOROLOGICAL 1941
 OC1589  PID         -  OC1589
 OC1589  STATE/COUNTY-  ME/CUMBERLAND
 OC1589  USGS QUAD   -  CAPE ELIZABETH (1975)
 OC1589
 OC1589                         *CURRENT SURVEY CONTROL
 OC1589  ___________________________________________________________________
 OC1589* NAD 83(1996)-  43 37 14.81151(N)    070 12 46.66219(W)     ADJUSTED  
 OC1589* NAVD 88     -        21.     (meters)      69.     (feet)  SCALED    
 OC1589  ___________________________________________________________________
 OC1589  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 OC1589  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 OC1589
 OC1589  HORZ ORDER  -  SECOND
 OC1589
 OC1589.The horizontal coordinates were established by classical geodetic methods
 OC1589.and adjusted by the National Geodetic Survey in March 1998..
 OC1589
 OC1589.The orthometric height was scaled from a topographic map.
 OC1589
 OC1589.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1589
 OC1589.The geoid height was determined by GEOID03.
 OC1589
 OC1589;                    North         East     Units Scale Factor Converg.
 OC1589;SPC ME W     -    87,481.324   896,263.406   MT  0.99996684   -0 01 55.0
 OC1589;UTM  19      - 4,830,469.938   402,134.252   MT  0.99971781   -0 50 12.7
 OC1589
 OC1589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1589!SPC ME W     -   1.00000083  x   0.99996684  =   0.99996767
 OC1589!UTM  19      -   1.00000083  x   0.99971781  =   0.99971864
 OC1589
 OC1589                          SUPERSEDED SURVEY CONTROL
 OC1589
 OC1589  NAD 83(1992)-  43 37 14.80973(N)    070 12 46.66318(W) AD(       ) 2
 OC1589  NAD 83(1986)-  43 37 14.81512(N)    070 12 46.66936(W) AD(       ) 2
 OC1589  NAD 27      -  43 37 14.50800(N)    070 12 48.51700(W) AD(       ) 2
 OC1589
 OC1589.Superseded values are not recommended for survey control.
 OC1589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1589.See file dsdata.txt to determine how the superseded data were derived.
 OC1589
 OC1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0213430470(NAD 83)
 OC1589
 OC1589  HISTORY     - Date     Condition        Report By
 OC1589  HISTORY     - 1941     MONUMENTED       CGS
 OC1589
 OC1589                          STATION DESCRIPTION
 OC1589
 OC1589'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1589'STATION IS LOCATED AT FORT WILLIAMS, NEAR THE COMBINE STATION
 OC1589'HOUSE.  IT IS THE CENTER OF A CONCRETE BASE FOR SUPPORTING AN
 OC1589'INSTRUMENT TO OBSERVE BALLOON FLIGHTS.  STATION IS MARKED BY
 OC1589'A 1/2-IN. ROUND HOLE IN THE CENTER OF A TRIANGULAR-SHAPED CONCRETE
 OC1589'BASE.  IT IS 29-1/2 FT. E OF THE NE CORNER OF THE COMBINE
 OC1589'STATION HOUSE, 193 FT. SE OF THE N RADIO TOWER, AND 177 FT. N
 OC1589'OF THE S RADIO TOWER.
 OC1589'
 OC1589'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0273 ***********************************************************************
 PF0273  DESIGNATION -  MAC 1
 PF0273  PID         -  PF0273
 PF0273  STATE/COUNTY-  ME/OXFORD
 PF0273  USGS QUAD   -  RUMFORD (1969)
 PF0273
 PF0273                         *CURRENT SURVEY CONTROL
 PF0273  ___________________________________________________________________
 PF0273* NAD 83(1986)-  44 34 51.     (N)    070 33 55.     (W)     SCALED    
 PF0273* NAVD 88     -       150.028  (meters)     492.22   (feet)  ADJUSTED  
 PF0273  ___________________________________________________________________
 PF0273  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 PF0273  DYNAMIC HT  -         150.011 (meters)     492.16  (feet)  COMP
 PF0273  MODELED GRAV-     980,501.4   (mgal)                       NAVD 88
 PF0273
 PF0273  VERT ORDER  -  SECOND    CLASS 0
 PF0273
 PF0273.The horizontal coordinates were scaled from a topographic map and have
 PF0273.an estimated accuracy of +/- 6 seconds.
 PF0273
 PF0273.The orthometric height was determined by differential leveling
 PF0273.and adjusted by the National Geodetic Survey in June 1991..
 PF0273
 PF0273.The geoid height was determined by GEOID03.
 PF0273
 PF0273.The dynamic height is computed by dividing the NAVD 88
 PF0273.geopotential number by the normal gravity value computed on the
 PF0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0273.degrees latitude (g = 980.6199 gals.).
 PF0273
 PF0273.The modeled gravity was interpolated from observed gravity values.
 PF0273
 PF0273;                    North         East    Units  Estimated Accuracy
 PF0273;SPC ME W     -   194,230.      868,340.      MT  (+/- 180 meters Scaled)
 PF0273
 PF0273                          SUPERSEDED SURVEY CONTROL
 PF0273
 PF0273  NGVD 29 (??/??/92)  150.169  (m)          492.68   (f) ADJ UNCH    2 0
 PF0273
 PF0273.Superseded values are not recommended for survey control.
 PF0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0273.See file dsdata.txt to determine how the superseded data were derived.
 PF0273
 PF0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK757375(NAD 83)
 PF0273_MARKER: DD = SURVEY DISK
 PF0273_SETTING: 80 = SET IN A BOULDER
 PF0273_SP_SET: BOULDER
 PF0273_STAMPING: MAC NO 1 1925
 PF0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0273+STABILITY: SURFACE MOTION
 PF0273
 PF0273  HISTORY     - Date     Condition        Report By
 PF0273  HISTORY     - 1925     MONUMENTED       USGS
 PF0273  HISTORY     - 1933     GOOD             NGS
 PF0273  HISTORY     - 1934     GOOD             NGS
 PF0273
 PF0273                          STATION DESCRIPTION
 PF0273
 PF0273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PF0273'0.7 MI S FROM HALE.
 PF0273'0.7 MILE SOUTH ALONG THE OLD ROADBED OF THE ABANDONED MAINE
 PF0273'CENTRAL RAILROAD FROM HALE, OXFORD COUNTY, 25 YARDS WEST OF THE
 PF0273'CENTER LINE OF A DIRT ROAD, 6 YARDS WEST OF THE CENTER LINE OF
 PF0273'THE OLD ROADBED, AND IN THE TOP OF A LARGE BOULDER.  A UNITED
 PF0273'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED MAC NO 1 1925.
 PF0273
 PF0273                          STATION RECOVERY (1934)
 PF0273
 PF0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PF0273'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0280 ***********************************************************************
 PF0280  DESIGNATION -  MAC 16
 PF0280  PID         -  PF0280
 PF0280  STATE/COUNTY-  ME/OXFORD
 PF0280  USGS QUAD   -  RUMFORD (1969)
 PF0280
 PF0280                         *CURRENT SURVEY CONTROL
 PF0280  ___________________________________________________________________
 PF0280* NAD 83(1986)-  44 30 47.     (N)    070 37 09.     (W)     SCALED    
 PF0280* NAVD 88     -       188.151  (meters)     617.29   (feet)  ADJUSTED  
 PF0280  ___________________________________________________________________
 PF0280  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 PF0280  DYNAMIC HT  -         188.128 (meters)     617.22  (feet)  COMP
 PF0280  MODELED GRAV-     980,495.4   (mgal)                       NAVD 88
 PF0280
 PF0280  VERT ORDER  -  SECOND    CLASS 0
 PF0280
 PF0280.The horizontal coordinates were scaled from a topographic map and have
 PF0280.an estimated accuracy of +/- 6 seconds.
 PF0280
 PF0280.The orthometric height was determined by differential leveling
 PF0280.and adjusted by the National Geodetic Survey in June 1991..
 PF0280
 PF0280.The geoid height was determined by GEOID03.
 PF0280
 PF0280.The dynamic height is computed by dividing the NAVD 88
 PF0280.geopotential number by the normal gravity value computed on the
 PF0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0280.degrees latitude (g = 980.6199 gals.).
 PF0280
 PF0280.The modeled gravity was interpolated from observed gravity values.
 PF0280
 PF0280;                    North         East    Units  Estimated Accuracy
 PF0280;SPC ME W     -   186,720.      864,020.      MT  (+/- 180 meters Scaled)
 PF0280
 PF0280                          SUPERSEDED SURVEY CONTROL
 PF0280
 PF0280  NGVD 29 (??/??/92)  188.299  (m)          617.78   (f) ADJ UNCH    2 0
 PF0280
 PF0280.Superseded values are not recommended for survey control.
 PF0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0280.See file dsdata.txt to determine how the superseded data were derived.
 PF0280
 PF0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK713301(NAD 83)
 PF0280_MARKER: DD = SURVEY DISK
 PF0280_SETTING: 80 = SET IN A BOULDER
 PF0280_SP_SET: BOULDER
 PF0280_STAMPING: MAC NO 16 1925
 PF0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0280+STABILITY: SURFACE MOTION
 PF0280
 PF0280  HISTORY     - Date     Condition        Report By
 PF0280  HISTORY     - 1925     MONUMENTED       USGS
 PF0280  HISTORY     - 1933     GOOD             NGS
 PF0280  HISTORY     - 1934     GOOD             NGS
 PF0280
 PF0280                          STATION DESCRIPTION
 PF0280
 PF0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PF0280'AT RUMFORD CENTER.
 PF0280'AT RUMFORD CENTER, OXFORD COUNTY, ON U.S. HIGHWAY 2, AT THE
 PF0280'JUNCTION OF A BLACK-SURFACED ROAD LEADING NORTHWEST TO ANDOVER,
 PF0280'85 YARDS WEST OF THE INTERSECTION, 80 YARDS EAST OF A RESIDENCE
 PF0280'AND BARNS OWNED IN 1933 BY MRS. CAROLINE FARNUM, 4 YARDS SOUTH
 PF0280'OF THE CENTER LINE OF THE BLACK-SURFACED ROAD, IN THE TOP OF A
 PF0280'SMALL BOULDER, AND ABOUT 1 FOOT LOWER THAN THE ROAD.  A UNITED
 PF0280'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED MAC NO 16 1925.
 PF0280
 PF0280                          STATION RECOVERY (1934)
 PF0280
 PF0280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PF0280'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0269 ***********************************************************************
 PF0269  DESIGNATION -  MAC 2
 PF0269  PID         -  PF0269
 PF0269  STATE/COUNTY-  ME/OXFORD
 PF0269  USGS QUAD   -  RUMFORD (1969)
 PF0269
 PF0269                         *CURRENT SURVEY CONTROL
 PF0269  ___________________________________________________________________
 PF0269* NAD 83(1986)-  44 36 49.     (N)    070 34 06.     (W)     SCALED    
 PF0269* NAVD 88     -       171.306  (meters)     562.03   (feet)  ADJUSTED  
 PF0269  ___________________________________________________________________
 PF0269  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 PF0269  DYNAMIC HT  -         171.288 (meters)     561.97  (feet)  COMP
 PF0269  MODELED GRAV-     980,505.5   (mgal)                       NAVD 88
 PF0269
 PF0269  VERT ORDER  -  SECOND    CLASS 0
 PF0269
 PF0269.The horizontal coordinates were scaled from a topographic map and have
 PF0269.an estimated accuracy of +/- 6 seconds.
 PF0269
 PF0269.The orthometric height was determined by differential leveling
 PF0269.and adjusted by the National Geodetic Survey in June 1991..
 PF0269
 PF0269.The geoid height was determined by GEOID03.
 PF0269
 PF0269.The dynamic height is computed by dividing the NAVD 88
 PF0269.geopotential number by the normal gravity value computed on the
 PF0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0269.degrees latitude (g = 980.6199 gals.).
 PF0269
 PF0269.The modeled gravity was interpolated from observed gravity values.
 PF0269
 PF0269;                    North         East    Units  Estimated Accuracy
 PF0269;SPC ME W     -   197,870.      868,120.      MT  (+/- 180 meters Scaled)
 PF0269
 PF0269                          SUPERSEDED SURVEY CONTROL
 PF0269
 PF0269  NGVD 29 (??/??/92)  171.447  (m)          562.49   (f) ADJ UNCH    2 0
 PF0269
 PF0269.Superseded values are not recommended for survey control.
 PF0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0269.See file dsdata.txt to determine how the superseded data were derived.
 PF0269
 PF0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK755412(NAD 83)
 PF0269_MARKER: DD = SURVEY DISK
 PF0269_SETTING: 66 = SET IN ROCK OUTCROP
 PF0269_SP_SET: ROCK LEDGE
 PF0269_STAMPING: MAC NO 2 1925
 PF0269_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PF0269+STABILITY: POSITION/ELEVATION WELL
 PF0269
 PF0269  HISTORY     - Date     Condition        Report By
 PF0269  HISTORY     - 1925     MONUMENTED       USGS
 PF0269  HISTORY     - 1933     GOOD             NGS
 PF0269  HISTORY     - 1934     GOOD             NGS
 PF0269
 PF0269                          STATION DESCRIPTION
 PF0269
 PF0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PF0269'0.8 MI SE FROM FRYE.
 PF0269'0.8 MILE SOUTHEAST ALONG THE OLD ROADBED OF THE ABANDONED MAINE
 PF0269'CENTRAL RAILROAD FROM FRYE, OXFORD COUNTY, AT A ROAD CROSSING,
 PF0269'100 FEET NORTHEAST OF THE CENTER LINE OF THE ROADBED, SOUTHEAST
 PF0269'OF THE FRANK LOVEJOY BARN, IN THE SOUTH FACE OF A ROCK LEDGE, AND
 PF0269'2.5 FEET ABOVE THE GROUND.  A UNITED STATES GEOLOGICAL SURVEY
 PF0269'STANDARD DISK, STAMPED MAC NO 2 1925 AND SET VERTICALLY.
 PF0269
 PF0269                          STATION RECOVERY (1934)
 PF0269
 PF0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PF0269'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0265 ***********************************************************************
 PF0265  DESIGNATION -  MAC 3
 PF0265  PID         -  PF0265
 PF0265  STATE/COUNTY-  ME/OXFORD
 PF0265  USGS QUAD   -  ROXBURY (1969)
 PF0265
 PF0265                         *CURRENT SURVEY CONTROL
 PF0265  ___________________________________________________________________
 PF0265* NAD 83(1986)-  44 39 06.     (N)    070 35 23.     (W)     SCALED    
 PF0265* NAVD 88     -       209.134  (meters)     686.13   (feet)  ADJUSTED  
 PF0265  ___________________________________________________________________
 PF0265  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 PF0265  DYNAMIC HT  -         209.108 (meters)     686.05  (feet)  COMP
 PF0265  MODELED GRAV-     980,489.1   (mgal)                       NAVD 88
 PF0265
 PF0265  VERT ORDER  -  SECOND    CLASS 0
 PF0265
 PF0265.The horizontal coordinates were scaled from a topographic map and have
 PF0265.an estimated accuracy of +/- 6 seconds.
 PF0265
 PF0265.The orthometric height was determined by differential leveling
 PF0265.and adjusted by the National Geodetic Survey in June 1991..
 PF0265
 PF0265.The geoid height was determined by GEOID03.
 PF0265
 PF0265.The dynamic height is computed by dividing the NAVD 88
 PF0265.geopotential number by the normal gravity value computed on the
 PF0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0265.degrees latitude (g = 980.6199 gals.).
 PF0265
 PF0265.The modeled gravity was interpolated from observed gravity values.
 PF0265
 PF0265;                    North         East    Units  Estimated Accuracy
 PF0265;SPC ME W     -   202,110.      866,440.      MT  (+/- 180 meters Scaled)
 PF0265
 PF0265                          SUPERSEDED SURVEY CONTROL
 PF0265
 PF0265  NGVD 29 (??/??/92)  209.27   (m)          686.6    (f) COMPUTED    2 0
 PF0265
 PF0265.Superseded values are not recommended for survey control.
 PF0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0265.See file dsdata.txt to determine how the superseded data were derived.
 PF0265
 PF0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK739454(NAD 83)
 PF0265_MARKER: DD = SURVEY DISK
 PF0265_SETTING: 80 = SET IN A BOULDER
 PF0265_SP_SET: BOULDER
 PF0265_STAMPING: MAC NO 3 (USGS)
 PF0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0265+STABILITY: SURFACE MOTION
 PF0265
 PF0265  HISTORY     - Date     Condition        Report By
 PF0265  HISTORY     - UNK      MONUMENTED       USGS
 PF0265  HISTORY     - 1933     GOOD             NGS
 PF0265  HISTORY     - 1934     GOOD             NGS
 PF0265
 PF0265                          STATION DESCRIPTION
 PF0265
 PF0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PF0265'1.5 MI S FROM ROXBURY.
 PF0265'RAIL FROM STA. ALONG THE PORTBAND TO KENNEBAGO DIVISION OF THE
 PF0265'MAINE CENTRAL RAILWAY AND 3100 FT. NORTH OF MILEPOST P 93.  1400
 PF0265'FT. SOUTH OF PUBLIC ROAD CROSSING.  SET IN TOP OF A VERY LARGE
 PF0265'BOULDER AND 3 FT. ABOVE THE LEVEL OF THE TRACKS, 15 FT. WEST OF
 PF0265'THE CENTERLINE OF TRACKS AND 45 FT. EAST OF A PUBLIC ROAD WHICH
 PF0265'PARALLELS THE TRACK AT THIS POINT.
 PF0265
 PF0265                          STATION RECOVERY (1934)
 PF0265
 PF0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PF0265'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0266 ***********************************************************************
 PF0266  DESIGNATION -  MAC 3 USGS RESET 1951
 PF0266  PID         -  PF0266
 PF0266  STATE/COUNTY-  ME/OXFORD
 PF0266  USGS QUAD   -  ROXBURY (1969)
 PF0266
 PF0266                         *CURRENT SURVEY CONTROL
 PF0266  ___________________________________________________________________
 PF0266* NAD 83(1986)-  44 39 06.     (N)    070 35 23.     (W)     SCALED    
 PF0266* NAVD 88     -       210.94   (meters)     692.1    (feet)  RESET     
 PF0266  ___________________________________________________________________
 PF0266  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 PF0266
 PF0266  VERT ORDER  -  THIRD
 PF0266
 PF0266.The horizontal coordinates were scaled from a topographic map and have
 PF0266.an estimated accuracy of +/- 6 seconds.
 PF0266
 PF0266.The orthometric height was computed from unverified reset data.
 PF0266
 PF0266.The geoid height was determined by GEOID03.
 PF0266
 PF0266;                    North         East    Units  Estimated Accuracy
 PF0266;SPC ME W     -   202,110.      866,440.      MT  (+/- 180 meters Scaled)
 PF0266
 PF0266                          SUPERSEDED SURVEY CONTROL
 PF0266
 PF0266  NGVD 29 (??/??/??)  211.07   (m)          692.5    (f) RESET       3  
 PF0266
 PF0266.Superseded values are not recommended for survey control.
 PF0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0266.See file dsdata.txt to determine how the superseded data were derived.
 PF0266
 PF0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK739454(NAD 83)
 PF0266_MARKER: DD = SURVEY DISK
 PF0266_SETTING: 80 = SET IN A BOULDER
 PF0266_SP_SET: BOULDER
 PF0266_STAMPING: RESET 1951
 PF0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0266+STABILITY: SURFACE MOTION
 PF0266
 PF0266  HISTORY     - Date     Condition        Report By
 PF0266  HISTORY     - 1951     MONUMENTED       USGS
 PF0266  HISTORY     - 1933     GOOD             NGS
 PF0266  HISTORY     - 1952     GOOD             USGS
 PF0266
 PF0266                          STATION DESCRIPTION
 PF0266
 PF0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PF0266'1.5 MI S FROM ROXBURY.
 PF0266'1.5 MILES SOUTH ALONG THE OLD ROADBED OF THE ABANDONED MAINE
 PF0266'CENTRAL RAILROAD FROM ROXBURY, OXFORD COUNTY, ON NEW STATE
 PF0266'HIGHWAY 17, 104 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 PF0266'AND IN THE TOP OF A LARGE BOULDER.  A UNITED STATES GEOLOGICAL
 PF0266'SURVEY STANDARD DISK, STAMPED RESET 1951.
 PF0266
 PF0266                          STATION RECOVERY (1952)
 PF0266
 PF0266'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 PF0266'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0262 ***********************************************************************
 PF0262  DESIGNATION -  MAC 4
 PF0262  PID         -  PF0262
 PF0262  STATE/COUNTY-  ME/OXFORD
 PF0262  USGS QUAD   -  ROXBURY (1969)
 PF0262
 PF0262                         *CURRENT SURVEY CONTROL
 PF0262  ___________________________________________________________________
 PF0262* NAD 83(1986)-  44 41 15.     (N)    070 36 07.     (W)     SCALED    
 PF0262* NAVD 88     -       228.024  (meters)     748.11   (feet)  ADJUSTED  
 PF0262  ___________________________________________________________________
 PF0262  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 PF0262  DYNAMIC HT  -         227.995 (meters)     748.01  (feet)  COMP
 PF0262  MODELED GRAV-     980,486.4   (mgal)                       NAVD 88
 PF0262
 PF0262  VERT ORDER  -  SECOND    CLASS 0
 PF0262
 PF0262.The horizontal coordinates were scaled from a topographic map and have
 PF0262.an estimated accuracy of +/- 6 seconds.
 PF0262
 PF0262.The orthometric height was determined by differential leveling
 PF0262.and adjusted by the National Geodetic Survey in June 1991..
 PF0262
 PF0262.The geoid height was determined by GEOID03.
 PF0262
 PF0262.The dynamic height is computed by dividing the NAVD 88
 PF0262.geopotential number by the normal gravity value computed on the
 PF0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0262.degrees latitude (g = 980.6199 gals.).
 PF0262
 PF0262.The modeled gravity was interpolated from observed gravity values.
 PF0262
 PF0262;                    North         East    Units  Estimated Accuracy
 PF0262;SPC ME W     -   206,100.      865,500.      MT  (+/- 180 meters Scaled)
 PF0262
 PF0262                          SUPERSEDED SURVEY CONTROL
 PF0262
 PF0262  NGVD 29 (??/??/92)  228.156  (m)          748.54   (f) ADJ UNCH    2 0
 PF0262
 PF0262.Superseded values are not recommended for survey control.
 PF0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0262.See file dsdata.txt to determine how the superseded data were derived.
 PF0262
 PF0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK730494(NAD 83)
 PF0262_MARKER: DD = SURVEY DISK
 PF0262_SETTING: 80 = SET IN A BOULDER
 PF0262_SP_SET: BOULDER
 PF0262_STAMPING: MAC NO 4 1925
 PF0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0262+STABILITY: SURFACE MOTION
 PF0262
 PF0262  HISTORY     - Date     Condition        Report By
 PF0262  HISTORY     - 1925     MONUMENTED       USGS
 PF0262  HISTORY     - 1933     GOOD             NGS
 PF0262  HISTORY     - 1934     GOOD             NGS
 PF0262
 PF0262                          STATION DESCRIPTION
 PF0262
 PF0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PF0262'1.3 MI N FROM ROXBURY.
 PF0262'1.3 MILES NORTH ALONG THE OLD ROADBED OF THE ABANDONED MAINE
 PF0262'CENTRAL RAILROAD FROM ROXBURY, OXFORD COUNTY, 550 FEET SOUTH OF
 PF0262'A WATER TANK, 240 FEET NORTH OF A ROAD CROSSING, 10 FEET EAST OF
 PF0262'THE CENTER LINE OF THE OLD ROADBED, IN THE TOP OF A LARGE
 PF0262'BOULDER, AND ABOUT 2 FEET HIGHER THAN THE ROADBED.  A UNITED
 PF0262'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED MAC NO 4 1925.
 PF0262
 PF0262                          STATION RECOVERY (1934)
 PF0262
 PF0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PF0262'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0125 ***********************************************************************
 PD0125  DESIGNATION -  MACHIAS PO MIT
 PD0125  PID         -  PD0125
 PD0125  STATE/COUNTY-  ME/WASHINGTON
 PD0125  USGS QUAD   -  MACHIAS (1977)
 PD0125
 PD0125                         *CURRENT SURVEY CONTROL
 PD0125  ___________________________________________________________________
 PD0125* NAD 83(1986)-  44 42 57.     (N)    067 27 34.     (W)     SCALED    
 PD0125* NAVD 88     -        10.000  (meters)      32.81   (feet)  ADJUSTED  
 PD0125  ___________________________________________________________________
 PD0125  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 PD0125  DYNAMIC HT  -          10.000 (meters)      32.81  (feet)  COMP
 PD0125  MODELED GRAV-     980,590.9   (mgal)                       NAVD 88
 PD0125
 PD0125  VERT ORDER  -  FIRST     CLASS I
 PD0125
 PD0125.The horizontal coordinates were scaled from a topographic map and have
 PD0125.an estimated accuracy of +/- 6 seconds.
 PD0125
 PD0125.The orthometric height was determined by differential leveling
 PD0125.and adjusted by the National Geodetic Survey in June 1991..
 PD0125
 PD0125.The geoid height was determined by GEOID03.
 PD0125
 PD0125.The dynamic height is computed by dividing the NAVD 88
 PD0125.geopotential number by the normal gravity value computed on the
 PD0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0125.degrees latitude (g = 980.6199 gals.).
 PD0125
 PD0125.The modeled gravity was interpolated from observed gravity values.
 PD0125
 PD0125;                    North         East    Units  Estimated Accuracy
 PD0125;SPC ME E     -   117,090.      382,440.      MT  (+/- 180 meters Scaled)
 PD0125
 PD0125                          SUPERSEDED SURVEY CONTROL
 PD0125
 PD0125  NGVD 29 (??/??/92)   10.208  (m)           33.49   (f) ADJ UNCH    1 1
 PD0125
 PD0125.Superseded values are not recommended for survey control.
 PD0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0125.See file dsdata.txt to determine how the superseded data were derived.
 PD0125
 PD0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK220525(NAD 83)
 PD0125_MARKER: DD = SURVEY DISK
 PD0125_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PD0125_SP_SET: BUILDING
 PD0125_STAMPING: MACHIAS 33.59 1936 PO
 PD0125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PD0125
 PD0125  HISTORY     - Date     Condition        Report By
 PD0125  HISTORY     - 1936     MONUMENTED       MIT
 PD0125  HISTORY     - 1966     GOOD             NGS
 PD0125  HISTORY     - 1978     GOOD             DMA
 PD0125
 PD0125                          STATION DESCRIPTION
 PD0125
 PD0125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PD0125'AT MACHIAS.
 PD0125'AT MACHIAS, NEAR THE INTERSECTION OF MAIN AND CENTRAL STREETS,
 PD0125'AT THE OLD POST OFFICE BUILDING, 12.4 FEET WEST OF THE WEST
 PD0125'CURB OF CENTRAL STREET, 8.8 FEET NORTH OF THE NORTH CURB OF
 PD0125'MAIN STREET, ABOUT 3 FEET ABOVE THE LEVEL OF THE SIDEWALK, AND
 PD0125'SET VERTICALLY IN THE GRANITE PORTION OF THE SOUTH WALL NEAR THE
 PD0125'SOUTHEAST CORNER OF THE BUILDING.  NOTE-- THE POST OFFICE WILL
 PD0125'RELOCATE IN A NEW BUILDING IN THE NEAR FUTURE AND IT WAS REPORTED
 PD0125'THAT THE OLD BUILDING MAY BE RAZED.
 PD0125
 PD0125                          STATION RECOVERY (1978)
 PD0125
 PD0125'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PD0125'OLD POST OFFICE IS NOW SUNRISE COUNTY FARMERS SUPPLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0737 ***********************************************************************
 RF0737  DESIGNATION -  MACHIAS RESET
 RF0737  PID         -  RF0737
 RF0737  STATE/COUNTY-  ME/AROOSTOOK
 RF0737  USGS QUAD   -  FORKS OF MACHIAS (1986)
 RF0737
 RF0737                         *CURRENT SURVEY CONTROL
 RF0737  ___________________________________________________________________
 RF0737* NAD 83(1996)-  46 35 09.64060(N)    068 33 30.45303(W)     ADJUSTED  
 RF0737* NAVD 88     -       288.2    (meters)     946.     (feet)  VERTCON   
 RF0737  ___________________________________________________________________
 RF0737  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 RF0737  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 RF0737
 RF0737  HORZ ORDER  -  FIRST
 RF0737
 RF0737.The horizontal coordinates were established by classical geodetic methods
 RF0737.and adjusted by the National Geodetic Survey in March 1998..
 RF0737
 RF0737.The NAVD 88 height was computed by applying the VERTCON shift value to
 RF0737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RF0737
 RF0737.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0737
 RF0737.The geoid height was determined by GEOID03.
 RF0737
 RF0737;                    North         East     Units Scale Factor Converg.
 RF0737;SPC ME E     -   324,408.382   295,520.052   MT  0.99990025   -0 02 32.9
 RF0737;UTM  19      - 5,159,255.397   533,826.780   MT  0.99961406   +0 19 14.7
 RF0737
 RF0737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0737!SPC ME E     -   0.99995858  x   0.99990025  =   0.99985884
 RF0737!UTM  19      -   0.99995858  x   0.99961406  =   0.99957266
 RF0737
 RF0737|---------------------------------------------------------------------|
 RF0737| PID    Reference Object                     Distance      Geod. Az  |
 RF0737|                                                           dddmmss.s |
 RF0737| DA5477 MACHIAS RM 1                         23.437 METERS 17535     |
 RF0737| RF0720 SUGAR BERTH                         APPROX.20.7 KM 1852031.6 |
 RF0737| DA5479 MACHIAS RM 3                         19.068 METERS 29550     |
 RF0737| DA5478 MACHIAS RM 2                         19.080 METERS 29552     |
 RF0737|---------------------------------------------------------------------|
 RF0737
 RF0737                          SUPERSEDED SURVEY CONTROL
 RF0737
 RF0737  NAD 83(1992)-  46 35 09.63596(N)    068 33 30.44657(W) AD(       ) 1
 RF0737  NAD 83(1986)-  46 35 09.63789(N)    068 33 30.45291(W) AD(       ) 1
 RF0737  NAD 27      -  46 35 09.49100(N)    068 33 32.29000(W) AD(       ) 1
 RF0737  NGVD 29 (07/19/86)  288.4    (m)          946.     (f) VERT ANG       
 RF0737
 RF0737.Superseded values are not recommended for survey control.
 RF0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0737.See file dsdata.txt to determine how the superseded data were derived.
 RF0737
 RF0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM3382759255(NAD 83)
 RF0737_MARKER: Z = SEE DESCRIPTION
 RF0737_SETTING: 0 = UNSPECIFIED SETTING
 RF0737
 RF0737  HISTORY     - Date     Condition        Report By
 RF0737  HISTORY     - 1941     MONUMENTED       CGS
 RF0737  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RF0737
 RF0737                          STATION DESCRIPTION
 RF0737
 RF0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 RF0737'THE STATION IS LOCATED ABOUT 8 MILES WSW OF ASHLAND, 11.5 MILES
 RF0737'NW OF MASARDIS, AND ABOUT 2 MILES N OF THE SW CORNER OF
 RF0737'MASARDIS TOWNSHIP, ON THE HIGHEST POINT OF THE RIDGE LOCALLY
 RF0737'KNOWN AS HACKER RIDGE, AND ON LAND OWNED BY THE GREAT NORTHERN
 RF0737'PAPER COMPANY.  IT IS 7 FEET E OF A TRIANGULAR BLAZED 12-INCH
 RF0737'BEECH TREE.  THE SURFACE MARK IS A STANDARD DISK SET IN A 4-INCH
 RF0737'TILE PIPE FILLED WITH CONCRETE AND PROJECTS 6 INCHES.  IT IS
 RF0737'STAMPED MACHIAS, 1941.
 RF0737'
 RF0737'UNDERGROUND MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 RF0737'HOLE IN BEDROCK.
 RF0737'
 RF0737'REFERENCE MARK NO. 1 IS ABOUT THE SAME ELEVATION AS THE STATION
 RF0737'MARK.  IT IS A STANDARD DISK SET IN A 4-INCH TILE PIPE FILLED
 RF0737'WITH CONCRETE, AND PROJECTS 4 INCHES.  THE DISK IS STAMPED
 RF0737'MACHIAS, NO. 1 1941.
 RF0737'
 RF0737'REFERENCE MARK NO. 2 IS ABOUT THE SAME ELEVATION AS THE STATION
 RF0737'MARK.  IT IS A STANDARD DISK SET IN A 4-INCH TILE PIPE FILLED
 RF0737'WITH CONCRETE, AND PROJECTS 4 INCHES.  THE DISK IS STAMPED
 RF0737'MACHIAS, NO. 2 1941.
 RF0737'
 RF0737'NO AZIMUTH MARK WAS SET.
 RF0737'
 RF0737'TO REACH THE STATION FROM THE CAUTION LIGHT IN ASHLAND GO W ON
 RF0737'THE FORT KENT ROAD FOR 0.7 MILE TO A T-INTERSECTION, TURN LEFT
 RF0737'AND GO 1.9 MILES TO A Y, BEAR RIGHT AND GO 1.55 MILES TO A
 RF0737'T-ROAD, RIGHT, LEADING TO A FARMHOUSE, CONTINUE STRAIGHT AHEAD
 RF0737'ON A FIELD ROAD FOR 0.45 MILE TO A T-INTERSECTION IN THE
 RF0737'WOODS.  THIS IS THE END OF TRUCK TRAVEL.  IT WOULD BE ADVISABLE
 RF0737'TO MAKE ARRANGEMENTS TO RENT A TEAM IN THE NEIGHBORHOOD TO
 RF0737'CONTINUE ON TO THE STATION SITE.  FROM T-INTERSECTION IN THE
 RF0737'WOODS BEAR RIGHT ON TOTE ROAD FOR ABOUT 4.5 MILES OR 1.5
 RF0737'MILES BEYOND CARRY BROOK, CONTINUE ON FOR ABOUT 1.0 MILE TO
 RF0737'WHERE THE MAIN ROAD MAKES A LEFT TURN AND TELEPHONE LINE
 RF0737'CROSSES ROAD, CONTINUE STRAIGHT AHEAD ON A DIM WOODS
 RF0737'ROAD FOR ABOUT 0.6 MILE TO THE SITE OF THE OLD HACKER FARM AND
 RF0737'SAWMILL SITE.  THIS IS THE END OF WAGON TRAVEL.  FROM THIS
 RF0737'POINT CONTINUE ON A DIM AND BLAZED TRAIL IN A WESTERLY
 RF0737'DIRECTION UPHILL FOR ABOUT 1.0 MILE TO A BLAZED 18-INCH
 RF0737'BEECH TREE ON THE RIGHT, TURN RIGHT FOLLOWING A BLAZED TRAIL
 RF0737'THROUGH THE WOODS FOR ABOUT 0.2 MILE TO THE STATION.
 RF0737'
 RF0737'A 70-FOOT POLE TOWER REQUIRED TO CLEAR ALL LINES.
 RF0737
 RF0737                          STATION RECOVERY (1960)
 RF0737
 RF0737'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HRL)
 RF0737'SURFACE MARK AND REFERENCE MARK NO. 2 FOUND
 RF0737'DESTROYED.  UNDERGROUND MARK AND REFERENCE MARK NO. 2
 RF0737'RECOVERED AND FOUND IN GOOD CONDITION.  A NEW SURFACE MARK AND
 RF0737'REFERENCE MARK NO. 3 WERE ESTABLISHED.  DUE TO CHANGES IN LAND
 RF0737'MARKS AND ROADS, A COMPLETE NEW DESCRIPTION FOLLOWS--
 RF0737'
 RF0737'STATION IS LOCATED ON THE HIGHEST POINT OF A RIDGE LOCALLY
 RF0737'KNOWN AS HACKER RIDGE WHICH IS ABOUT 8 MILES WEST-SOUTHWEST OF
 RF0737'ASHLAND, ABOUT 11-1/2 MILES NORTHWEST OF MASARDIS AND ON
 RF0737'LAND OWNED BY THE GREAT NORTHERN PAPER COMPANY.  STATION, A
 RF0737'STANDARD DISK SET IN A 12X12 INCH CONCRETE MONUMENT AND STAMPED
 RF0737'MACHIAS 1941 1960 IS 17 FEET SOUTHWEST OF A SPRUCE TREE WITH
 RF0737'TRIANGLE BLAZE, 8 FEET SOUTHEAST OF A 12 INCH BEECH TREE WITH
 RF0737'TRIANGLE BLAZE AND 25-1/2 FEET NORTHWEST OF AN 18 INCH BEECH
 RF0737'TREE.  THE MARK IS SET FLUSH WITH THE GROUND.
 RF0737'
 RF0737'TO REACH FROM THE SIGNAL LIGHT IN ASHLAND, GO WEST ON STATE
 RF0737'HIGHWAY NO. 11 FOR 0.7 MILES TO T INTERSECTION AFTER CROSSING
 RF0737'BRIDGE OVER AROOSTOOK RIVER.  TURN LEFT AND GO SOUTH AND WEST
 RF0737'ON SURFACED ROAD FOR 0.55 MILE TO FORKS.  TAKE LEFT FORK AND GO
 RF0737'0.1 MILE TO SIDE ROAD RIGHT.  CONTINUE ON SURFACED ROAD FOR 1.1
 RF0737'MILES TO FORKS.  TAKE RIGHT FORK AND GO 1.65 MILES TO DRIVEWAY
 RF0737'RIGHT.  CONTINUE SOUTHWEST AND WEST ON GRADED ROAD FOR 5.5
 RF0737'MILES TO CLEARING AT OLD HACKER FARM SITE.  CONTINUE WESTERLY
 RF0737'ON WOODS ROAD FOR 1.1 MILES TO TRACK ROAD RIGHT AT TRIANGLE
 RF0737'BLAZED TREE AT TOP OF RIDGE.  TURN RIGHT AND GO
 RF0737'NORTHEASTERLY ON TRACK ROAD FOR 0.2 MILE TO SMALL CLEARING.
 RF0737'TURN LEFT AND GO WEST ON CLEARED TRAIL FOR 0.05 MILE TO
 RF0737'HIGHEST POINT OF RIDGE AND STATION AS DESCRIBED.
 RF0737'
 RF0737'REFERENCE MARK NO. 1, A STANDARD DISK SET IN THE TOP OF A 4
 RF0737'INCH PIPE AND STAMPED MACHAIS NO 1 1941 IS 10 FEET NORTHWEST OF
 RF0737'BEECH TREE, 12-1/2 FEET SOUTHWEST OF BEECH TREE AND 16 FEET
 RF0737'SOUTH OF BEECH TREE.  THE MARK PROJECTS 6 INCHES.
 RF0737'
 RF0737'REFERENCE MARK NO. 3, A STANDARD DISK SET IN A 12X12 INCH
 RF0737'CONCRETE MONUMENT AND STAMPED MACHAIS NO 3 1941 1960 IS 10-1/2
 RF0737'FEET NORTHEAST OF A 12 INCH MAPLE TREE, 11 FEET SOUTHWEST OF A
 RF0737'20 INCH BEECH TREE AND 21 FEET NORTHWEST OF A 24 INCH BEECH
 RF0737'TREE.  THE MARK IS SET FLUSH WITH THE GROUND.
 RF0737'
 RF0737'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0953 ***********************************************************************
 PD0953  DESIGNATION -  MACHIAS SEAL IS LH
 PD0953  PID         -  PD0953
 PD0953  STATE/COUNTY-  ME/WASHINGTON
 PD0953  USGS QUAD   -  MACHIAS SEAL ISLAND (1993)
 PD0953
 PD0953                         *CURRENT SURVEY CONTROL
 PD0953  ___________________________________________________________________
 PD0953* NAD 83(1996)-  44 30 06.80923(N)    067 06 06.68321(W)     ADJUSTED  
 PD0953* NAVD 88     -                                                        
 PD0953  ___________________________________________________________________
 PD0953  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 PD0953  GEOID HEIGHT-         -22.33  (meters)                     GEOID03
 PD0953
 PD0953  HORZ ORDER  -  THIRD
 PD0953
 PD0953.The horizontal coordinates were established by classical geodetic methods
 PD0953.and adjusted by the National Geodetic Survey in March 1998..
 PD0953
 PD0953
 PD0953.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0953
 PD0953.The geoid height was determined by GEOID03.
 PD0953
 PD0953;                    North         East     Units Scale Factor Converg.
 PD0953;SPC ME E     -    93,746.711   411,179.240   MT  1.00005196   +0 58 48.4
 PD0953;UTM  19      - 4,929,371.563   650,893.787   MT  0.99988001   +1 19 50.6
 PD0953
 PD0953                          SUPERSEDED SURVEY CONTROL
 PD0953
 PD0953  NAD 83(1992)-  44 30 06.80550(N)    067 06 06.67925(W) AD(       ) 4
 PD0953  NAD 83(1986)-  44 30 06.80117(N)    067 06 06.68069(W) AD(       ) 4
 PD0953  NAD 27      -  44 30 06.57378(N)    067 06 08.78119(W) AD(       ) 3
 PD0953
 PD0953.Superseded values are not recommended for survey control.
 PD0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0953.See file dsdata.txt to determine how the superseded data were derived.
 PD0953
 PD0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5089429372(NAD 83)
 PD0953_MARKER: 13 = LIGHTHOUSE
 PD0953
 PD0953  HISTORY     - Date     Condition        Report By
 PD0953  HISTORY     - 1960     FIRST OBSERVED   CGS
 PD0953
 PD0953                          STATION DESCRIPTION
 PD0953
 PD0953'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1024 ***********************************************************************
 PD1024  DESIGNATION -  MACHIAS TOWN HALL CUPOLA
 PD1024  PID         -  PD1024
 PD1024  STATE/COUNTY-  ME/WASHINGTON
 PD1024  USGS QUAD   -  MACHIAS (1977)
 PD1024
 PD1024                         *CURRENT SURVEY CONTROL
 PD1024  ___________________________________________________________________
 PD1024* NAD 83(1996)-  44 43 02.21259(N)    067 27 22.03559(W)     ADJUSTED  
 PD1024* NAVD 88     -                                                        
 PD1024  ___________________________________________________________________
 PD1024  LAPLACE CORR-           5.25  (seconds)                    DEFLEC99
 PD1024  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 PD1024
 PD1024  HORZ ORDER  -  THIRD
 PD1024
 PD1024.The horizontal coordinates were established by classical geodetic methods
 PD1024.and adjusted by the National Geodetic Survey in March 1998..
 PD1024
 PD1024
 PD1024.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1024
 PD1024.The geoid height was determined by GEOID03.
 PD1024
 PD1024;                    North         East     Units Scale Factor Converg.
 PD1024;SPC ME E     -   117,258.525   382,702.094   MT  0.99998408   +0 44 04.3
 PD1024;UTM  19      - 4,952,704.011   622,278.362   MT  0.99978387   +1 05 11.1
 PD1024
 PD1024                          SUPERSEDED SURVEY CONTROL
 PD1024
 PD1024  NAD 83(1992)-  44 43 02.20853(N)    067 27 22.03298(W) AD(       ) 4
 PD1024  NAD 83(1986)-  44 43 02.20458(N)    067 27 22.03535(W) AD(       ) 4
 PD1024  NAD 27      -  44 43 01.92000(N)    067 27 24.07000(W) AD(       ) 3
 PD1024
 PD1024.Superseded values are not recommended for survey control.
 PD1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1024.See file dsdata.txt to determine how the superseded data were derived.
 PD1024
 PD1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK2227852704(NAD 83)
 PD1024
 PD1024  HISTORY     - Date     Condition        Report By
 PD1024  HISTORY     - UNK      MONUMENTED
 PD1024  HISTORY     - 1913     SEE DESCRIPTION  CGS
 PD1024  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD1024  HISTORY     - 1959     SEE DESCRIPTION  CGS
 PD1024
 PD1024                          STATION DESCRIPTION
 PD1024
 PD1024'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 PD1024'THE CENTER OF THE SQUARE FLAT-TOPPED CUPOLA ON THE S END OF THE
 PD1024'BUILDING LONG USED AS THE TOWN HALL, BUT IN 1913 OCCUPIED AS
 PD1024'A HIGH SCHOOL, ON A HILL SOME 250 METERS E OF THE COURTHOUSE,
 PD1024'AND ON THE SAME SIDE OF THE MAIN STREET.
 PD1024
 PD1024                          STATION RECOVERY (1946)
 PD1024
 PD1024'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD1024'STATION WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS
 PD1024'ADEQUATE, EXCEPT THAT THE STATION IS ABOUT 400 METERS E OF THE
 PD1024'COURTHOUSE JUST N OF COURT STREET AND IS NOW CALLED THE MACHIAS
 PD1024'HIGH SCHOOL.
 PD1024
 PD1024                          STATION RECOVERY (1959)
 PD1024
 PD1024'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (HSC)
 PD1024'THE OLD MACHIAS TOWN HALL OR LATER CALLED MACHIAS HIGH SCHOOL
 PD1024'HAS BEEN TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0373 ***********************************************************************
 RF0373  DESIGNATION -  MACHIAS USGS
 RF0373  PID         -  RF0373
 RF0373  STATE/COUNTY-  ME/AROOSTOOK
 RF0373  USGS QUAD   -  GREENLAW POND (1986)
 RF0373
 RF0373                         *CURRENT SURVEY CONTROL
 RF0373  ___________________________________________________________________
 RF0373* NAD 83(1986)-  46 40 32.     (N)    068 44 40.     (W)     SCALED    
 RF0373* NAVD 88     -       287.827  (meters)     944.31   (feet)  ADJUSTED  
 RF0373  ___________________________________________________________________
 RF0373  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 RF0373  DYNAMIC HT  -         287.850 (meters)     944.39  (feet)  COMP
 RF0373  MODELED GRAV-     980,686.3   (mgal)                       NAVD 88
 RF0373
 RF0373  VERT ORDER  -  FIRST     CLASS II
 RF0373
 RF0373.The horizontal coordinates were scaled from a topographic map and have
 RF0373.an estimated accuracy of +/- 6 seconds.
 RF0373
 RF0373.The orthometric height was determined by differential leveling
 RF0373.and adjusted by the National Geodetic Survey in June 1991..
 RF0373
 RF0373.The geoid height was determined by GEOID03.
 RF0373
 RF0373.The dynamic height is computed by dividing the NAVD 88
 RF0373.geopotential number by the normal gravity value computed on the
 RF0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0373.degrees latitude (g = 980.6199 gals.).
 RF0373
 RF0373.The modeled gravity was interpolated from observed gravity values.
 RF0373
 RF0373;                    North         East    Units  Estimated Accuracy
 RF0373;SPC ME E     -   334,390.      281,300.      MT  (+/- 180 meters Scaled)
 RF0373
 RF0373                          SUPERSEDED SURVEY CONTROL
 RF0373
 RF0373.No superseded survey control is available for this station.
 RF0373
 RF0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM195691(NAD 83)
 RF0373_MARKER: DD = SURVEY DISK
 RF0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0373_SP_SET: CONCRETE POST
 RF0373_STAMPING: MACHIAS RIVER ET 1963
 RF0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0373+STABILITY: SURFACE MOTION
 RF0373
 RF0373  HISTORY     - Date     Condition        Report By
 RF0373  HISTORY     - 1963     MONUMENTED       USGS
 RF0373  HISTORY     - 1978     GOOD             NGS
 RF0373
 RF0373                          STATION DESCRIPTION
 RF0373
 RF0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0373'12.7 MI WEST FROM SIX MILE CHECK POINT.
 RF0373'10.85 MILES WEST ALONG AMERICAN REALTY ROAD FROM SIX MILE CHECK
 RF0373'POINT, THENCE 1.85 MILES NORTHWEST ALONG THE MAIN TRAVELED ROAD,
 RF0373'0.7 MILES NORTHWEST OF A 5.0 FT. METAL PIPE CULVERT, AT THE SOUTH-
 RF0373'EAST END OF A SCENIC TURNOUT, ON A BLUFF OVER LOOKING THE MACHIAS
 RF0373'RIVER, 69.9 FT. WEST OF THE CENTER LINE OF THE ROAD, 16.5 FT. SOUTH-
 RF0373'WEST OF THE TURNOUT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1023 ***********************************************************************
 PD1023  DESIGNATION -  MACHIAS WHITE SPIRE
 PD1023  PID         -  PD1023
 PD1023  STATE/COUNTY-  ME/WASHINGTON
 PD1023  USGS QUAD   -  MACHIAS (1977)
 PD1023
 PD1023                         *CURRENT SURVEY CONTROL
 PD1023  ___________________________________________________________________
 PD1023* NAD 83(1996)-  44 42 57.17167(N)    067 27 28.54054(W)     ADJUSTED  
 PD1023* NAVD 88     -                                                        
 PD1023  ___________________________________________________________________
 PD1023  LAPLACE CORR-           5.21  (seconds)                    DEFLEC99
 PD1023  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 PD1023
 PD1023  HORZ ORDER  -  THIRD
 PD1023
 PD1023.The horizontal coordinates were established by classical geodetic methods
 PD1023.and adjusted by the National Geodetic Survey in March 1998..
 PD1023
 PD1023
 PD1023.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1023
 PD1023.The geoid height was determined by GEOID03.
 PD1023
 PD1023;                    North         East     Units Scale Factor Converg.
 PD1023;SPC ME E     -   117,101.101   382,560.930   MT  0.99998379   +0 43 59.6
 PD1023;UTM  19      - 4,952,545.755   622,138.195   MT  0.99978344   +1 05 06.4
 PD1023
 PD1023                          SUPERSEDED SURVEY CONTROL
 PD1023
 PD1023  NAD 83(1992)-  44 42 57.16761(N)    067 27 28.53794(W) AD(       ) 4
 PD1023  NAD 83(1986)-  44 42 57.16370(N)    067 27 28.54028(W) AD(       ) 4
 PD1023  NAD 27      -  44 42 56.88100(N)    067 27 30.57100(W) AD(       ) 3
 PD1023
 PD1023.Superseded values are not recommended for survey control.
 PD1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1023.See file dsdata.txt to determine how the superseded data were derived.
 PD1023
 PD1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK2213852546(NAD 83)
 PD1023
 PD1023  HISTORY     - Date     Condition        Report By
 PD1023  HISTORY     - UNK      MONUMENTED
 PD1023  HISTORY     - 1913     SEE DESCRIPTION  CGS
 PD1023  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PD1023  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD1023  HISTORY     - 1959     SEE DESCRIPTION  CGS
 PD1023
 PD1023                          STATION DESCRIPTION
 PD1023
 PD1023'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 PD1023'THE TALL SLENDER WHITE SPIRE OF THE CONGREGATIONAL CHURCH ON THE
 PD1023'E SIDE OF THE PRINCIPAL BUSINESS STREET IN MACHIAS, WHICH IS N
 PD1023'AND S.  LESS THAN ONE BLOCK FROM THE MAIN E AND W STREET.  THE
 PD1023'UNITED STATES POST OFFICE IS LOCATED AT THE NW CORNER OF THESE
 PD1023'TWO STREETS AND THE COUNTY COURTHOUSE ON THE NEXT STREET N.
 PD1023
 PD1023                          STATION RECOVERY (1934)
 PD1023
 PD1023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PD1023'THIS INTERSECTION STATION WAS RECOVERED AS DESCRIBED.  THE
 PD1023'CHURCH IS A VERY OLD ONE AND ACCORDING TO LOCAL INFORMATION THE
 PD1023'SPIRE HAS NOT BEEN CHANGED SINCE THE CHURCH WAS BUILT.  IT IS
 PD1023'THE CONGREGATIONAL CHURCH ONE-HALF BLOCK N OF THE POST OFFICE
 PD1023'ON THE OPPOSITE SIDE OF THE STREET AND JUST S OF THE EASTERN
 PD1023'HOTEL.  THE SPIRE IS A TALL SLENDER ONE TOPPED BY A
 PD1023'WEATHER-VANE, AND HAS A CLOCK AT THE BELFRY LEVEL.
 PD1023
 PD1023                          STATION RECOVERY (1946)
 PD1023
 PD1023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD1023'STATION RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE,
 PD1023'EXCEPT THAT THE EASTERN HOTEL MENTIONED IN THE DESCRIPTION IS
 PD1023'NOW CALLED THE MACHIAS HOTEL.
 PD1023
 PD1023                          STATION RECOVERY (1959)
 PD1023
 PD1023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GFW)
 PD1023'STATION DESTROYED.  THE SPIRE WHICH WAS THE STATION WAS RAZED
 PD1023'IN THE SUMMER OF 1959.  THE SECTION HOUSING THE CLOCK, OR BELFRY
 PD1023'TOWER, STILL REMAINS.  IT IS REPORTED THAT A NEW SPIRE WILL BE
 PD1023'BUILT ON THE SAME BELFRY WHEN FUNDS ARE AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1012 ***********************************************************************
 PD1012  DESIGNATION -  MACHIASPORT HIGH SCHOOL
 PD1012  PID         -  PD1012
 PD1012  STATE/COUNTY-  ME/WASHINGTON
 PD1012  USGS QUAD   -  MACHIAS (1977)
 PD1012
 PD1012                         *CURRENT SURVEY CONTROL
 PD1012  ___________________________________________________________________
 PD1012* NAD 83(1996)-  44 41 43.00032(N)    067 23 54.16228(W)     ADJUSTED  
 PD1012* NAVD 88     -                                                        
 PD1012  ___________________________________________________________________
 PD1012  LAPLACE CORR-           5.40  (seconds)                    DEFLEC99
 PD1012  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 PD1012
 PD1012  HORZ ORDER  -  THIRD
 PD1012
 PD1012.The horizontal coordinates were established by classical geodetic methods
 PD1012.and adjusted by the National Geodetic Survey in March 1998..
 PD1012
 PD1012
 PD1012.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1012
 PD1012.The geoid height was determined by GEOID03.
 PD1012
 PD1012;                    North         East     Units Scale Factor Converg.
 PD1012;SPC ME E     -   114,873.885   387,309.873   MT  0.99999371   +0 46 29.5
 PD1012;UTM  19      - 4,950,348.178   626,899.782   MT  0.99979803   +1 07 35.9
 PD1012
 PD1012                          SUPERSEDED SURVEY CONTROL
 PD1012
 PD1012  NAD 83(1992)-  44 41 42.99645(N)    067 23 54.15993(W) AD(       ) 4
 PD1012  NAD 83(1986)-  44 41 42.99248(N)    067 23 54.16230(W) AD(       ) 4
 PD1012  NAD 27      -  44 41 42.72000(N)    067 23 56.19700(W) AD(       ) 3
 PD1012
 PD1012.Superseded values are not recommended for survey control.
 PD1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1012.See file dsdata.txt to determine how the superseded data were derived.
 PD1012
 PD1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK2690050348(NAD 83)
 PD1012
 PD1012  HISTORY     - Date     Condition        Report By
 PD1012  HISTORY     - UNK      MONUMENTED
 PD1012  HISTORY     - 1913     SEE DESCRIPTION  CGS
 PD1012  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD1012  HISTORY     - 1959     SEE DESCRIPTION  CGS
 PD1012
 PD1012                          STATION DESCRIPTION
 PD1012
 PD1012'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 PD1012'THE PROMINENT CUPOLA ON THE HIGH SCHOOL, LOCATED ON THE N SIDE
 PD1012'OF THE MAIN SHORE ROAD NEAR WHERE IT TURNS S TO LEAVE THE
 PD1012'TOWN.  IT IS 200 METERS NW OR 400 METERS W OF THE SHORE OF
 PD1012'MACHIAS RIVER.
 PD1012
 PD1012                          STATION RECOVERY (1946)
 PD1012
 PD1012'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD1012'STATION NOT RECOVERED.  THE CUPOLA WAS REMOVED IN 1940.  IT IS
 PD1012'RECOMMENDED THAT THIS STATION BE CLASSIFIED AS LOST.
 PD1012
 PD1012                          STATION RECOVERY (1959)
 PD1012
 PD1012'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GFW)
 PD1012'STATION DESTROYED.  THE CUPOLA HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1031 ***********************************************************************
 PD1031  DESIGNATION -  MACHIASPORT OLD CHURCH
 PD1031  PID         -  PD1031
 PD1031  STATE/COUNTY-  ME/WASHINGTON
 PD1031  USGS QUAD   -  MACHIAS (1977)
 PD1031
 PD1031                         *CURRENT SURVEY CONTROL
 PD1031  ___________________________________________________________________
 PD1031* NAD 83(1996)-  44 42 04.18660(N)    067 23 06.18825(W)     ADJUSTED  
 PD1031* NAVD 88     -                                                        
 PD1031  ___________________________________________________________________
 PD1031  LAPLACE CORR-           5.71  (seconds)                    DEFLEC99
 PD1031  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 PD1031
 PD1031  HORZ ORDER  -  THIRD
 PD1031
 PD1031.The horizontal coordinates were established by classical geodetic methods
 PD1031.and adjusted by the National Geodetic Survey in March 1998..
 PD1031
 PD1031
 PD1031.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1031
 PD1031.The geoid height was determined by GEOID03.
 PD1031
 PD1031;                    North         East     Units Scale Factor Converg.
 PD1031;SPC ME E     -   115,542.177   388,357.095   MT  0.99999597   +0 47 03.5
 PD1031;UTM  19      - 4,951,022.754   627,942.677   MT  0.99980130   +1 08 10.0
 PD1031
 PD1031                          SUPERSEDED SURVEY CONTROL
 PD1031
 PD1031  NAD 83(1992)-  44 42 04.18224(N)    067 23 06.18561(W) AD(       ) 4
 PD1031  NAD 83(1986)-  44 42 04.17818(N)    067 23 06.18798(W) AD(       ) 4
 PD1031  NAD 27      -  44 42 03.89000(N)    067 23 08.20000(W) AD(       ) 3
 PD1031
 PD1031.Superseded values are not recommended for survey control.
 PD1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1031.See file dsdata.txt to determine how the superseded data were derived.
 PD1031
 PD1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK2794351023(NAD 83)
 PD1031
 PD1031  HISTORY     - Date     Condition        Report By
 PD1031  HISTORY     - UNK      MONUMENTED
 PD1031  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD1031  HISTORY     - 1959     SEE DESCRIPTION  CGS
 PD1031
 PD1031                          STATION DESCRIPTION
 PD1031
 PD1031'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD1031'STATION RECOVERED AND A DESCRIPTION FOLLOWS--
 PD1031'
 PD1031'STATION IS SPIRE OF THE ONLY CHURCH ON RANDALL POINT.  IT
 PD1031'IS REACHED BY GOING ABOUT 2.1 MILES SE FROM EAST MACHIAS ON
 PD1031'STATE HIGHWAY 191 AND TURNING RIGHT ONTO A THIRD-CLASS ROAD
 PD1031'LEADING TO RANDALL POINT.
 PD1031
 PD1031                          STATION RECOVERY (1959)
 PD1031
 PD1031'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GFW)
 PD1031'STATION RECOVERED AS DESCRIBED IN THE RECOVERY NOTES OF
 PD1031'R. A. G. IN 1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1726 ***********************************************************************
 OC1726  DESIGNATION -  MACKEY USE 1909
 OC1726  PID         -  OC1726
 OC1726  STATE/COUNTY-  ME/CUMBERLAND
 OC1726  USGS QUAD   -  PORTLAND EAST (1975)
 OC1726
 OC1726                         *CURRENT SURVEY CONTROL
 OC1726  ___________________________________________________________________
 OC1726* NAD 83(1996)-  43 41 12.29638(N)    070 14 03.38929(W)     ADJUSTED  
 OC1726* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 OC1726  ___________________________________________________________________
 OC1726  LAPLACE CORR-           3.77  (seconds)                    DEFLEC99
 OC1726  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 OC1726
 OC1726  HORZ ORDER  -  SECOND
 OC1726
 OC1726.The horizontal coordinates were established by classical geodetic methods
 OC1726.and adjusted by the National Geodetic Survey in March 1998..
 OC1726
 OC1726.The orthometric height was scaled from a topographic map.
 OC1726
 OC1726.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1726
 OC1726.The geoid height was determined by GEOID03.
 OC1726
 OC1726;                    North         East     Units Scale Factor Converg.
 OC1726;SPC ME W     -    94,811.668   894,549.142   MT  0.99996703   -0 02 48.1
 OC1726;UTM  19      - 4,837,821.837   400,523.596   MT  0.99972171   -0 51 09.4
 OC1726
 OC1726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1726!SPC ME W     -   1.00000319  x   0.99996703  =   0.99997022
 OC1726!UTM  19      -   1.00000319  x   0.99972171  =   0.99972490
 OC1726
 OC1726:                Primary Azimuth Mark                     Grid Az
 OC1726:SPC ME W     -  GE MEDOT 1975                            180 48 28.9
 OC1726:UTM  19      -  GE MEDOT 1975                            181 36 50.2
 OC1726
 OC1726|---------------------------------------------------------------------|
 OC1726| PID    Reference Object                     Distance      Geod. Az  |
 OC1726|                                                           dddmmss.s |
 OC1726| OC1794 GE MEDOT 1975                       APPROX. 3.5 KM 1804540.8 |
 OC1726| OC1792 FISH PT                             APPROX. 2.3 KM 1884810.2 |
 OC1726|---------------------------------------------------------------------|
 OC1726
 OC1726                          SUPERSEDED SURVEY CONTROL
 OC1726
 OC1726  NAD 83(1992)-  43 41 12.29499(N)    070 14 03.39011(W) AD(       ) 2
 OC1726  NAD 83(1986)-  43 41 12.30087(N)    070 14 03.39565(W) AD(       ) 2
 OC1726  NAD 27      -  43 41 12.02600(N)    070 14 05.22500(W) AD(       ) 2
 OC1726
 OC1726.Superseded values are not recommended for survey control.
 OC1726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1726.See file dsdata.txt to determine how the superseded data were derived.
 OC1726
 OC1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0052437822(NAD 83)
 OC1726
 OC1726  HISTORY     - Date     Condition        Report By
 OC1726  HISTORY     - 1909     MONUMENTED       CGS
 OC1726  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1726  HISTORY     - 1941     SEE DESCRIPTION  CGS
 OC1726  HISTORY     - 1975     GOOD             NGS
 OC1726
 OC1726                          STATION DESCRIPTION
 OC1726
 OC1726'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1726'STATION WAS ESTABLISHED BY THE U.S.E.  A STATION OF THE
 OC1726'U.S.E.D. HARBOR SURVEYS.  IT IS ON THE SW SIDE OF MACKEY ISLAND
 OC1726'IN A ROCK LEDGE BELOW HIGH-WATER LINE, ABOUT 300 METERS SSE OF
 OC1726'THE SE END OF THE BRIDGE TO MACKEY ISLAND.
 OC1726'
 OC1726'STATION IS MARKED BY A HOLE DRILLED IN THE ROCK.
 OC1726
 OC1726                          STATION RECOVERY (1941)
 OC1726
 OC1726'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FLP)
 OC1726'STATION IS ON THE SW SIDE OF MACKWORTH ISLAND, ABOUT 200 YARDS
 OC1726'FROM THE SW CORNER OF SAME, IN A ROCK LEDGE ABOUT AT THE
 OC1726'HIGH-WATER LINE.
 OC1726'
 OC1726'AT THE PRESENT TIME, THE STATION IS MARKED BY A STANDARD DISK
 OC1726'STAMPED MACKAY.  THE DESCRIPTION BY C.M.D. IN 1933 STATES THAT
 OC1726'IT IS A DRILL HOLE IN A ROCK.  IT IS ASSUMED THAT THE STATION
 OC1726'HAS BEEN MARKED SOMETIME SINCE THEN.
 OC1726
 OC1726                          STATION RECOVERY (1975)
 OC1726
 OC1726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 OC1726'THE STATION MARK WAS RECOVERED AS DESCRIBED BY C.M.D. IN 1933 AND
 OC1726'FOUND TO BE IN GOOD CONDITION.
 OC1726'
 OC1726'DUE TO CHANGES IN THE AREA A NEW DESCRIPTION FOLLOWS--
 OC1726'
 OC1726'THE STATION IS LOCATED ON THE SOUTHERN TIP OF MACKWORTH ISLAND,
 OC1726'ON THE PORTLAND/FALMOUTH TOWN LINE, 2 MILES NORTH-NORTHEAST OF
 OC1726'PORTLAND, AND 3 MILES NORTHWEST OF PEAKS ISLAND.
 OC1726'
 OC1726'TO REACH THE STATION FROM THE BUCKNAM ROAD BRIDGE OVER INTERSTATE
 OC1726'295, IN FALMOUTH, GO EASTERLY ALONG BUCKNAM ROAD FOR 0.30 MILE
 OC1726'TO THE JUNCTION OF U.S. ROUTE 1, TURN RIGHT ONTO U.S. ROUTE 1
 OC1726'AND PROCEED SOUTHERLY FOR 1.20 MILES TO THE JUNCTION OF STATE
 OC1726'ROUTE 88, CONTINUE SOUTHERLY ON ROUTE 1 FOR 0.85 MILE TO ANDREWS
 OC1726'AVENUE ON THE LEFT, TURN LEFT AND PROCEED EASTERLY ALONG ANDREWS
 OC1726'AVENUE, ACROSS A CAUSEWAY TYPE BRIDGE, PAST A GUARD SHELTER
 OC1726'HOUSE, TO A FORK IN THE ROAD, AT 0.80 MILE.  TURN RIGHT, AND
 OC1726'PROCEED FOR 0.05 MILE TO ANOTHER FORK IN THE ROAD, BEAR RIGHT
 OC1726'AGAIN ONTO A GRAVELED ROAD AND PROCEED 0.10 MILE TO THE
 OC1726'STATION MARK ON THE RIGHT, DOWN A STEEP BANK, NEAR THE HIGH
 OC1726'TIDE MARK.
 OC1726'
 OC1726'THE STATION IS A U.S. CORPS OF ENGINEERS MARK STAMPED MACKEY (USE)
 OC1726'WEDGED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 14.5 FEET
 OC1726'SOUTH-SOUTHEAST OF THE BOTTOM OF A DIRT BANK, AT ABOUT THE HIGH
 OC1726'TIDE MARK, AND ON THE SOUTH-SOUTHWESTERN MOST PART OF THE ISLAND.
 OC1726'
 OC1726'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 OC1726'
 OC1726'HEIGHT OF LIGHT ABOVE STATION MARK 15 FEET.
 OC1726'
 OC1726'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OC1726'2 MILES NORTH-NORTHEAST OF PORTLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1728 ***********************************************************************
 PE1728  DESIGNATION -  MACOMBER H NEW BARN E GABLE
 PE1728  PID         -  PE1728
 PE1728  STATE/COUNTY-  ME/HANCOCK
 PE1728  USGS QUAD   -  HANCOCK (1981)
 PE1728
 PE1728                         *CURRENT SURVEY CONTROL
 PE1728  ___________________________________________________________________
 PE1728* NAD 83(1996)-  44 34 50.07674(N)    068 15 38.30063(W)     ADJUSTED  
 PE1728* NAVD 88     -                                                        
 PE1728  ___________________________________________________________________
 PE1728  LAPLACE CORR-           3.98  (seconds)                    DEFLEC99
 PE1728  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 PE1728
 PE1728  HORZ ORDER  -  THIRD
 PE1728
 PE1728.The horizontal coordinates were established by classical geodetic methods
 PE1728.and adjusted by the National Geodetic Survey in March 1998..
 PE1728
 PE1728
 PE1728.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1728
 PE1728.The geoid height was determined by GEOID03.
 PE1728
 PE1728;                    North         East     Units Scale Factor Converg.
 PE1728;SPC ME E     -   101,566.533   319,008.133   MT  0.99990444   +0 10 04.8
 PE1728;UTM  19      - 4,936,625.359   558,696.546   MT  0.99964237   +0 31 08.3
 PE1728
 PE1728                          SUPERSEDED SURVEY CONTROL
 PE1728
 PE1728  NAD 83(1992)-  44 34 50.06957(N)    068 15 38.30381(W) AD(       ) 4
 PE1728  NAD 83(1986)-  44 34 50.06790(N)    068 15 38.30689(W) AD(       ) 4
 PE1728  NAD 27      -  44 34 49.78000(N)    068 15 40.26000(W) AD(       ) 3
 PE1728
 PE1728.Superseded values are not recommended for survey control.
 PE1728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1728.See file dsdata.txt to determine how the superseded data were derived.
 PE1728
 PE1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK5869736625(NAD 83)
 PE1728
 PE1728  HISTORY     - Date     Condition        Report By
 PE1728  HISTORY     - 1879     MONUMENTED       CGS
 PE1728  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE1728
 PE1728                          STATION DESCRIPTION
 PE1728
 PE1728'DESCRIBED BY COAST AND GEODETIC SURVEY 1879 (HGO)
 PE1728'THE E END OF H.E. MACOMBERS NEW BARN IN THE WESTERN PART OF
 PE1728'THE VILLAGE OF FRANKLIN, AND ABOUT 400 METERS DUE W FROM
 PE1728'TRIANGULATION STATION QUARRY.
 PE1728
 PE1728                          STATION RECOVERY (1944)
 PE1728
 PE1728'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1728'THE STATION IS LOST.  THE BARN HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0308 ***********************************************************************
 SF0308  DESIGNATION -  MAD
 SF0308  PID         -  SF0308
 SF0308  STATE/COUNTY-  ME/AROOSTOOK
 SF0308  USGS QUAD   -  MADAWASKA (1986)
 SF0308
 SF0308                         *CURRENT SURVEY CONTROL
 SF0308  ___________________________________________________________________
 SF0308* NAD 83(1996)-  47 21 34.80995(N)    068 19 43.09788(W)     ADJUSTED  
 SF0308* NAVD 88     -       154.5    (meters)     507.     (feet)  VERTCON   
 SF0308  ___________________________________________________________________
 SF0308  LAPLACE CORR-           5.57  (seconds)                    DEFLEC99
 SF0308  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 SF0308
 SF0308  HORZ ORDER  -  SECOND
 SF0308
 SF0308.The horizontal coordinates were established by classical geodetic methods
 SF0308.and adjusted by the National Geodetic Survey in March 1998..
 SF0308
 SF0308.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0308
 SF0308.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0308
 SF0308.The geoid height was determined by GEOID03.
 SF0308
 SF0308;                    North         East     Units Scale Factor Converg.
 SF0308;SPC ME E     -   410,420.178   312,944.070   MT  0.99990206   +0 07 33.8
 SF0308;UTM  19      - 5,245,352.629   550,697.038   MT  0.99963159   +0 29 38.0
 SF0308
 SF0308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0308!SPC ME E     -   0.99997954  x   0.99990206  =   0.99988160
 SF0308!UTM  19      -   0.99997954  x   0.99963159  =   0.99961113
 SF0308
 SF0308|---------------------------------------------------------------------|
 SF0308| PID    Reference Object                     Distance      Geod. Az  |
 SF0308|                                                           dddmmss.s |
 SF0308| DA5480 MAD RM 1                              7.703 METERS 00006     |
 SF0308| SF0289 REFERENCE MON C 55                  APPROX. 1.1 KM 0755736.6 |
 SF0308| SF0307 MAD IBC 1975 RM 2 1975                8.167 METERS 18030     |
 SF0308| SF0286 W TAB MAD ED BR IBC 1929             41.917 METERS 35806     |
 SF0308|---------------------------------------------------------------------|
 SF0308
 SF0308                          SUPERSEDED SURVEY CONTROL
 SF0308
 SF0308  NAD 83(1992)-  47 21 34.80527(N)    068 19 43.09462(W) AD(       ) 2
 SF0308  NAD 83(1986)-  47 21 34.81065(N)    068 19 43.08608(W) AD(       ) 2
 SF0308  NAD 27      -  47 21 34.66768(N)    068 19 44.92783(W) AD(       ) 2
 SF0308  NGVD 29 (07/19/86)  154.6    (m)          507.     (f) VERT ANG       
 SF0308
 SF0308.Superseded values are not recommended for survey control.
 SF0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0308.See file dsdata.txt to determine how the superseded data were derived.
 SF0308
 SF0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN5069745353(NAD 83)
 SF0308
 SF0308  HISTORY     - Date     Condition        Report By
 SF0308  HISTORY     - 1975     MONUMENTED       IBC
 SF0308
 SF0308                          STATION DESCRIPTION
 SF0308
 SF0308'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1975 (CRM)
 SF0308'THE STATION IS LOCATED IN THE WEST SIDEWALK OF THE MADAWASKA
 SF0308'EDMUNDSTON INTERNATIONAL BRIDGE.
 SF0308'
 SF0308'THE STATION MARK, STAMPED MAD IBC 1975, IS A CENTER-PUNCHED,
 SF0308'LEAD-FILLED DRILL HOLE.  IT IS 5.2 FEET EAST OF THE WEST EDGE OF
 SF0308'THE SIDEWALK AND 3.4 FEET WEST OF THE EAST EDGE OF THE SIDEWALK.
 SF0308'
 SF0308'REFERENCE MARK 1, STAMPED MAD IBC RM 1 1975, IS A CENTER-PUNCHED,
 SF0308'LEAD-FILLED DRILL HOLE.  IT IS 5.2 FEET EAST OF THE WEST EDGE OF
 SF0308'THE SIDEWALK AND 3.4 FEET WEST OF THE EAST EDGE OF THE SIDEWALK.
 SF0308'
 SF0308'REFERENCE MARK 2, STAMPED MAD IBC RM 2 1975, IS A CENTER-PUNCHED,
 SF0308'LEAD-FILLED DRILL HOLE.  IT IS 5.1 FEET EAST OF THE WEST EDGE OF
 SF0308'THE SIDEWALK AND 3.5 FEET WEST OF THE EAST EDGE OF THE SIDEWALK.
 SF0308'
 SF0308'THE DISTANCE BETWEEN THE WEST BRIDGE TABLET AND THE EAST BRIDGE
 SF0308'TABLET IS 29.85 FT. OR 9.098 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0307 ***********************************************************************
 SF0307  DESIGNATION -  MAD IBC 1975 RM 2 1975
 SF0307  PID         -  SF0307
 SF0307  STATE/COUNTY-  ME/AROOSTOOK
 SF0307  USGS QUAD   -  MADAWASKA (1986)
 SF0307
 SF0307                         *CURRENT SURVEY CONTROL
 SF0307  ___________________________________________________________________
 SF0307* NAD 83(1996)-  47 21 34.54551(N)    068 19 43.10125(W)     ADJUSTED  
 SF0307* NAVD 88     -       154.6    (meters)     507.     (feet)  VERTCON   
 SF0307  ___________________________________________________________________
 SF0307  LAPLACE CORR-           5.57  (seconds)                    DEFLEC99
 SF0307  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 SF0307
 SF0307  HORZ ORDER  -  SECOND
 SF0307
 SF0307.The horizontal coordinates were established by classical geodetic methods
 SF0307.and adjusted by the National Geodetic Survey in March 1998..
 SF0307
 SF0307.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0307.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0307
 SF0307.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0307
 SF0307.The geoid height was determined by GEOID03.
 SF0307
 SF0307;                    North         East     Units Scale Factor Converg.
 SF0307;SPC ME E     -   410,412.012   312,944.017   MT  0.99990206   +0 07 33.8
 SF0307;UTM  19      - 5,245,344.465   550,697.038   MT  0.99963159   +0 29 38.0
 SF0307
 SF0307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0307!SPC ME E     -   0.99997952  x   0.99990206  =   0.99988158
 SF0307!UTM  19      -   0.99997952  x   0.99963159  =   0.99961112
 SF0307
 SF0307|---------------------------------------------------------------------|
 SF0307| PID    Reference Object                     Distance      Geod. Az  |
 SF0307|                                                           dddmmss.s |
 SF0307| SF0308 MAD                                   8.167 METERS 00030     |
 SF0307| SF0289 REFERENCE MON C 55                  APPROX. 1.1 KM 0753258.0 |
 SF0307|---------------------------------------------------------------------|
 SF0307
 SF0307                          SUPERSEDED SURVEY CONTROL
 SF0307
 SF0307  NAD 83(1992)-  47 21 34.54083(N)    068 19 43.09800(W) AD(       ) 2
 SF0307  NAD 83(1986)-  47 21 34.54623(N)    068 19 43.08946(W) AD(       ) 2
 SF0307  NAD 27      -  47 21 34.40324(N)    068 19 44.93122(W) AD(       ) 2
 SF0307  NGVD 29 (07/19/86)  154.7    (m)          508.     (f) VERT ANG       
 SF0307
 SF0307.Superseded values are not recommended for survey control.
 SF0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0307.See file dsdata.txt to determine how the superseded data were derived.
 SF0307
 SF0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN5069745344(NAD 83)
 SF0307
 SF0307  HISTORY     - Date     Condition        Report By
 SF0307  HISTORY     - 1975     MONUMENTED       IBC
 SF0307
 SF0307                          STATION DESCRIPTION
 SF0307
 SF0307'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1975 (CRM)
 SF0307'THE STATION IS LOCATED IN THE WEST SIDEWALK OF THE MADAWASKA -
 SF0307'EDMUNDSTON INTERNATIONAL BRIDGE.
 SF0307'
 SF0307'THE STATION MARK, STAMPED MAD IBC RM 2 1975, IS A CENTER-PUNCHED,
 SF0307'LEAD-FILLED DRILL HOLE.  IT IS 5.1 FEET EAST OF THE WEST EDGE OF
 SF0307'THE SIDEWALK AND 3.5 FEET WEST OF THE EAST EDGE OF THE SIDEWALK.
 SF0307'
 SF0307'MAD IBC 1975, STAMPED MAD IBC 1975, IS A CENTER-PUNCHED,
 SF0307'LEAD-FILLED DRILL HOLE.  IT IS 5.2 FEET EAST OF THE WEST EDGE
 SF0307'OF THE SIDEWALK AND 3.4 FEET WEST OF THE EAST EDGE OF THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0260 ***********************************************************************
 SF0260  DESIGNATION -  MADAWASKA
 SF0260  PID         -  SF0260
 SF0260  STATE/COUNTY-  ME/AROOSTOOK
 SF0260  USGS QUAD   -  MADAWASKA (1986)
 SF0260
 SF0260                         *CURRENT SURVEY CONTROL
 SF0260  ___________________________________________________________________
 SF0260* NAD 83(1996)-  47 17 51.65252(N)    068 17 25.87665(W)     ADJUSTED  
 SF0260* NAVD 88     -       353.0    (meters)    1158.     (feet)  VERTCON   
 SF0260  ___________________________________________________________________
 SF0260  LAPLACE CORR-           5.71  (seconds)                    DEFLEC99
 SF0260  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 SF0260
 SF0260  HORZ ORDER  -  FIRST
 SF0260
 SF0260.The horizontal coordinates were established by classical geodetic methods
 SF0260.and adjusted by the National Geodetic Survey in March 1998..
 SF0260
 SF0260.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0260.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0260
 SF0260.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0260
 SF0260.The geoid height was determined by GEOID03.
 SF0260
 SF0260;                    North         East     Units Scale Factor Converg.
 SF0260;SPC ME E     -   403,536.235   315,841.820   MT  0.99990308   +0 09 14.2
 SF0260;UTM  19      - 5,238,489.269   553,638.107   MT  0.99963536   +0 31 17.0
 SF0260
 SF0260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0260!SPC ME E     -   0.99994840  x   0.99990308  =   0.99985149
 SF0260!UTM  19      -   0.99994840  x   0.99963536  =   0.99958378
 SF0260
 SF0260:                Primary Azimuth Mark                     Grid Az
 SF0260:SPC ME E     -  LEVESQUE MW TWR IBC 1973                 007 03 31.1
 SF0260:UTM  19      -  LEVESQUE MW TWR IBC 1973                 006 41 28.3
 SF0260
 SF0260|---------------------------------------------------------------------|
 SF0260| PID    Reference Object                     Distance      Geod. Az  |
 SF0260|                                                           dddmmss.s |
 SF0260| SF0258 LEVESQUE MW TWR IBC 1973            APPROX.15.2 KM 0071245.3 |
 SF0260| DA5481 MADAWASKA AZ MK                                    0653552.2 |
 SF0260| DA5485 MADAWASKA RM 4                       17.777 METERS 21138     |
 SF0260| DA5483 MADAWASKA RM 2                       17.872 METERS 21142     |
 SF0260| DA5482 MADAWASKA RM 1                       21.445 METERS 28545     |
 SF0260| DA5484 MADAWASKA RM 3                       27.087 METERS 28859     |
 SF0260| SF0262 MADAWASKA CAB TV MAST IBC 1973      APPROX. 5.6 KM 3093222.1 |
 SF0260| SF0257 EDMUN TV ST CJBR MAST IBC 1973      APPROX.10.4 KM 3490946.4 |
 SF0260|---------------------------------------------------------------------|
 SF0260
 SF0260                          SUPERSEDED SURVEY CONTROL
 SF0260
 SF0260  NAD 83(1992)-  47 17 51.64807(N)    068 17 25.87342(W) AD(       ) 1
 SF0260  NAD 83(1986)-  47 17 51.65306(N)    068 17 25.86602(W) AD(       ) 1
 SF0260  NAD 27      -  47 17 51.50900(N)    068 17 27.71600(W) AD(       ) 1
 SF0260  NGVD 29 (07/19/86)  353.1    (m)         1158.     (f) VERT ANG       
 SF0260
 SF0260.Superseded values are not recommended for survey control.
 SF0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0260.See file dsdata.txt to determine how the superseded data were derived.
 SF0260
 SF0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN5363838489(NAD 83)
 SF0260_MARKER: Z = SEE DESCRIPTION
 SF0260_SETTING: 0 = UNSPECIFIED SETTING
 SF0260
 SF0260  HISTORY     - Date     Condition        Report By
 SF0260  HISTORY     - 1915     MONUMENTED       CGS
 SF0260  HISTORY     - 1942     SEE DESCRIPTION  CGS
 SF0260  HISTORY     - 1962     SEE DESCRIPTION  CGS
 SF0260  HISTORY     - 1975     SEE DESCRIPTION  NGS
 SF0260
 SF0260                          STATION DESCRIPTION
 SF0260
 SF0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1915 (JLR)
 SF0260'IN MADAWASKA TOWNSHIP, ON LOT 25, NEAR THE WESTERN END OF
 SF0260'THE LOT.  THE STATION IS SITUATED ON A HILL ABOUT 4 MILES S
 SF0260'OF THE VILLAGE OF MADAWASKA, AT AN ELEVATION OF APPROXIMATELY
 SF0260'700 FEET ABOVE THE RIVER, OR 1,200 FEET ABOVE SEA LEVEL.  THE
 SF0260'HILL IS COVERED WITH A HEAVY GROWTH OF MAPLE.
 SF0260'
 SF0260'STATION MARK--STANDARD COPPER BOLT OF THE GEODETIC SURVEY OF
 SF0260'CANADA SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 1-1/2 FEET
 SF0260'IN DIAMETER AND 1-1/2 FEET HIGH, RESTING ON BEDROCK.  A PYRAMID
 SF0260'OF BOULDERS, ABOUT 2 FEET HIGH, WAS PILED OVER THE MARK.
 SF0260
 SF0260                          STATION RECOVERY (1942)
 SF0260
 SF0260'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 SF0260'STATION IS LOCATED ABOUT 4 MILES S OF MADAWASKA, ON A TIMBERED
 SF0260'HILL ON LAND OWNED BY LIVIT CYR.  THE MARK IS A COPPER BOLT
 SF0260'OF THE GEODETIC SURVEY OF CANADA, SET IN A DRILL HOLE IN A
 SF0260'1- BY 1.5-FOOT FLAT BOULDER WHICH IS FLUSH WITH THE GROUND.  THE
 SF0260'BOLT IS STAMPED GSC 1915.
 SF0260'
 SF0260'REFERENCE MARK NO. 1 IS WNW OF THE STATION.  IT IS A BRONZE
 SF0260'U.S.C. AND G.S. DISK WELDED TO THE TOP OF A 3-INCH IRON PIPE,
 SF0260'PROJECTING ABOUT 8 INCHES AND STAMPED MADAWASKA (G.S.C.) NO. 1
 SF0260'1942.
 SF0260'
 SF0260'REFERENCE MARK NO. 2 IS SSW OF THE STATION.  IT IS A BRONZE
 SF0260'U.S.C. AND G.S. DISK WELDED TO THE TOP OF A 3-INCH IRON
 SF0260'PIPE, PROJECTING ABOUT 12 INCHES AND STAMPED MADAWASKA
 SF0260'(G.S.C.) NO. 2 1942.
 SF0260'
 SF0260'THE AZIMUTH MARK IS SSE OF THE STATION.  IT IS A BRONZE
 SF0260'U.S.C. AND G.S. DISK WELDED TO THE TOP OF A 3-INCH IRON PIPE,
 SF0260'PROJECTING ABOUT 12 INCHES AND STAMPED MADAWASKA (G.S.C.)
 SF0260'1942.  IT IS 4 FEET NW OF THE NW CORNER OF AN OLD BARN, 42 FEET
 SF0260'W OF THE CENTER OF A GRAVEL ROAD AND 5 FEET W OF A WHITE
 SF0260'REFERENCE POST.
 SF0260'
 SF0260'TO REACH THE STATION FROM THE POST OFFICE IN MADAWASKA, GO E ON
 SF0260'U.S. HIGHWAY 1 FOR 1.5 MILES TO A DIRT SIDE ROAD RIGHT, TURN
 SF0260'RIGHT AND FOLLOW MAIN ROAD FOR 4.5 MILES TO A T-INTERSECTION,
 SF0260'TURN RIGHT AND GO 0.05 MILE TO A TRACK ROAD TO THE RIGHT*,
 SF0260'TURN RIGHT INTO FIELD AND FOLLOW ALONG THE S EDGE OF THE
 SF0260'FIELD FOR 0.5 MILE TO THE EDGE OF THE WOODS AND A
 SF0260'TRIANGULAR-BLAZED SPRUCE TREE, CONTINUE ALONG BLAZED WOODS ROAD
 SF0260'FOR 0.3 MILE TO THE HIGHEST POINT OF HILL AND STATION.
 SF0260'
 SF0260'*FROM THIS POINT CONTINUE STRAIGHT AHEAD FOR 0.5 MILE TO
 SF0260'THE AZIMUTH MARK ON THE RIGHT NEAR AN OLD BARN.
 SF0260'
 SF0260'A 100-FOOT SIGNAL AT STOCKHOLM IS VISIBLE AT 90 FEET.
 SF0260'
 SF0260'A 30-FOOT SIGNAL AT QUISIBIS (G.S.C.) IS VISIBLE AT 37 FEET.
 SF0260'
 SF0260'A 90-FOOT SIGNAL AT VAN BUREN (G.S.C.) IS VISIBLE AT 37 FEET.
 SF0260'
 SF0260'A 4-FOOT SIGNAL AT ST. AGATHA IS VISIBLE AT 50 FEET.
 SF0260'
 SF0260'A 77-FOOT SIGNAL AT EAGLE IS VISIBLE AT 50 FEET.
 SF0260'
 SF0260'A 37-FOOT SIGNAL AT KENT (G.S.C.) IS VISIBLE AT 77 FEET.
 SF0260'
 SF0260'A 30-FOOT SIGNAL AT ST. HILAIRE (G.S.C.) IS VISIBLE AT 77 FEET.
 SF0260'
 SF0260'HEIGHT OF LIGHT ABOVE STATION MARK 33 METERS.
 SF0260
 SF0260                          STATION RECOVERY (1962)
 SF0260
 SF0260'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JDB)
 SF0260'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  BOTH
 SF0260'REFERENCE MARKS WERE RECOVERED BUT WERE FOUND TO BE VERY
 SF0260'LOOSE.  TWO MAPLE TREES WITH TRIANGULAR BLAZES ARE ON OPPSITE SIDES
 SF0260'OF THE STATION MARK.  A THICK GROWTH OF UNDERBRUSH COVERS THE
 SF0260'STATION SITE.
 SF0260'
 SF0260'A NEW TO REACH FOLLOWS--
 SF0260'
 SF0260'TO REACH THE STATION FROM THE POST OFFICE IN MADAWASKA, GO
 SF0260'E ON U.S. HIGHWAY 1 FOR 1.3 MILES TO A PAVED ROAD RIGHT AND A
 SF0260'SIGN DUMP, TURN RIGHT AND FOLLOW MAIN ROAD FOR 4.2 MILES TO A
 SF0260'T-INTERSECTION WITH A GRAVEL ROAD.  TURN RIGHT AND GO 0.05
 SF0260'MILE TO A TRACK ROAD TO THE RIGHT, TURN RIGHT INTO FIELD AND
 SF0260'FOLLOW ALONG THE S EDGE OF THE FIELD FOR 0.50 MILE TO THE EDGE
 SF0260'OF WOODS AND A DIM, OVERGROWN WOODS ROAD, CONTINUE ALONG WOODS
 SF0260'ROAD FOR 0.3 MILE TO THE HIGHEST POINT OF THE HILL AND
 SF0260'STATION.
 SF0260
 SF0260                          STATION RECOVERY (1975)
 SF0260
 SF0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CRM)
 SF0260'THE STATION MARK, REFERENCE MARK 3, AND REFERENCE MARK 4 WERE
 SF0260'RECOVERED AS DESCRIBED IN 1973 AND FOUND IN GOOD CONDITION.  THE
 SF0260'1973 DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0262 ***********************************************************************
 SF0262  DESIGNATION -  MADAWASKA CAB TV MAST IBC 1973
 SF0262  PID         -  SF0262
 SF0262  STATE/COUNTY-  ME/AROOSTOOK
 SF0262  USGS QUAD   -  MADAWASKA (1986)
 SF0262
 SF0262                         *CURRENT SURVEY CONTROL
 SF0262  ___________________________________________________________________
 SF0262* NAD 83(1996)-  47 19 47.25848(N)    068 20 51.95317(W)     ADJUSTED  
 SF0262* NAVD 88     -                                                        
 SF0262  ___________________________________________________________________
 SF0262  LAPLACE CORR-           6.30  (seconds)                    DEFLEC99
 SF0262  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 SF0262
 SF0262  HORZ ORDER  -  THIRD
 SF0262
 SF0262.The horizontal coordinates were established by classical geodetic methods
 SF0262.and adjusted by the National Geodetic Survey in March 1998..
 SF0262
 SF0262
 SF0262.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0262
 SF0262.The geoid height was determined by GEOID03.
 SF0262
 SF0262;                    North         East     Units Scale Factor Converg.
 SF0262;SPC ME E     -   407,096.035   311,505.813   MT  0.99990163   +0 06 43.0
 SF0262;UTM  19      - 5,242,020.228   549,280.529   MT  0.99962985   +0 28 46.5
 SF0262
 SF0262                          SUPERSEDED SURVEY CONTROL
 SF0262
 SF0262  NAD 83(1992)-  47 19 47.25387(N)    068 20 51.94980(W) AD(       ) 4
 SF0262  NAD 83(1986)-  47 19 47.25940(N)    068 20 51.94221(W) AD(       ) 4
 SF0262  NAD 27      -  47 19 47.11760(N)    068 20 53.78471(W) AD(       ) 3
 SF0262
 SF0262.Superseded values are not recommended for survey control.
 SF0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0262.See file dsdata.txt to determine how the superseded data were derived.
 SF0262
 SF0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN4928142020(NAD 83)
 SF0262_MARKER: 42 = RADIO/TV MAST
 SF0262
 SF0262  HISTORY     - Date     Condition        Report By
 SF0262  HISTORY     - 1973     FIRST OBSERVED   IBC
 SF0262  HISTORY     - 1975     GOOD             NGS
 SF0262
 SF0262                          STATION DESCRIPTION
 SF0262
 SF0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CRM)
 SF0262'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0765 ***********************************************************************
 QF0765  DESIGNATION -  MAGUERREWOC
 QF0765  PID         -  QF0765
 QF0765  STATE/COUNTY-  ME/WASHINGTON
 QF0765  USGS QUAD   -  CALAIS (1977)
 QF0765
 QF0765                         *CURRENT SURVEY CONTROL
 QF0765  ___________________________________________________________________
 QF0765* NAD 83(1996)-  45 09 19.38223(N)    067 16 47.21369(W)     ADJUSTED  
 QF0765* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 QF0765  ___________________________________________________________________
 QF0765  LAPLACE CORR-           5.11  (seconds)                    DEFLEC99
 QF0765  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 QF0765
 QF0765  HORZ ORDER  -  FIRST
 QF0765
 QF0765.The horizontal coordinates were established by classical geodetic methods
 QF0765.and adjusted by the National Geodetic Survey in March 1998..
 QF0765
 QF0765.The orthometric height was scaled from a topographic map.
 QF0765
 QF0765.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0765
 QF0765.The geoid height was determined by GEOID03.
 QF0765
 QF0765;                    North         East     Units Scale Factor Converg.
 QF0765;SPC ME E     -   166,134.526   395,940.339   MT  1.00001314   +0 51 54.8
 QF0765;UTM  19      - 5,001,651.195   635,212.492   MT  0.99982480   +1 13 11.5
 QF0765
 QF0765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0765!SPC ME E     -   0.99998533  x   1.00001314  =   0.99999847
 QF0765!UTM  19      -   0.99998533  x   0.99982480  =   0.99981014
 QF0765
 QF0765|---------------------------------------------------------------------|
 QF0765| PID    Reference Object                     Distance      Geod. Az  |
 QF0765|                                                           dddmmss.s |
 QF0765| CE8940 MAGUERREWOC RM 1                                   03001     |
 QF0765| QF0920 JOHN IBC                            APPROX. 6.7 KM 2624704.0 |
 QF0765|---------------------------------------------------------------------|
 QF0765
 QF0765                          SUPERSEDED SURVEY CONTROL
 QF0765
 QF0765  NAD 83(1992)-  45 09 19.37700(N)    067 16 47.21180(W) AD(       ) 1
 QF0765  NAD 83(1986)-  45 09 19.37964(N)    067 16 47.21639(W) AD(       ) 1
 QF0765  NAD 27      -  45 09 19.11000(N)    067 16 49.25000(W) AD(       ) 1
 QF0765
 QF0765.Superseded values are not recommended for survey control.
 QF0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0765.See file dsdata.txt to determine how the superseded data were derived.
 QF0765
 QF0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL3521201651(NAD 83)
 QF0765_MARKER: B = BOLT
 QF0765_SETTING: 80 = SET IN A BOULDER
 QF0765
 QF0765  HISTORY     - Date     Condition        Report By
 QF0765  HISTORY     - 1887     MONUMENTED       CGS
 QF0765  HISTORY     - 1946     SEE DESCRIPTION  CGS
 QF0765
 QF0765                          STATION DESCRIPTION
 QF0765
 QF0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1887 (CHB)
 QF0765'ON THE SW SUMMIT OF MAGUERREWOC MOUNTAIN LOCATED ABOUT 3/4 MILE E OF
 QF0765'THE ST CROIX RIVER AND 1/4 MILE OF THE ROAD FROM CALAIS AND MILLTOWN
 QF0765'TO BARING.  THE STATION IS ON A LEDGE SURROUNDED BY LOW BUSHES AND
 QF0765'IS 6 METERS N OF A FENCE CROSSING THE MOUNTAIN.  IN 1908 THREE DRILL
 QF0765'HOLES WERE MADE, EACH 2.13 METERS FROM THE STATION, FOR FASTENING
 QF0765'GUY WIRES.  IN 1909 OTHER HOLES AT GREATER DISTANCES WERE MADE FOR
 QF0765'GUY WIRES.
 QF0765'
 QF0765'STATION MARK IS AN IRON BOLT SET IN A DRILL HOLE WITHIN A TRIANGLE
 QF0765'CUT IN THE ROCK.  A BRONZE DISK SET IN A DRILL HOLE IN THE TOP OF A
 QF0765'SMALL ROCK KNOB BEARS NE 7.503 METERS DISTANT, AND A CROSS WITHIN A
 QF0765'5 - INCH TRIANGLE CUT ON THE FLAT SURFACE OF THE LEDGE 1 FOOT N OF
 QF0765'THE FENCE BEARS S BY E, 5.634 METERS DISTANT.
 QF0765
 QF0765                          STATION RECOVERY (1946)
 QF0765
 QF0765'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (NWS)
 QF0765'THE STATION IS ON THE SW SUMMIT OF MAGUERREWOC MOUNTAIN LOCATED
 QF0765'ABOUT 3/4 MILE E OF THE ST. CROIX RIVER AND 1/4 MILE E OF THE ROAD
 QF0765'FROM CALAIS AND MILLTOWN TO BARING.  THE STATION IS ON A LEDGE
 QF0765'SURROUNDED BY LOW BUSHES AND IS 6 METERS N OF A FENCE CROSSING THE
 QF0765'MOUNTAIN.  IN 1908 THREE DRILL HOLES WERE MADE, EACH 2.13 METERS
 QF0765'FROM THE STATION, FOR FASTENING GUY WIRES.  IN 1909 OTHER HOLES
 QF0765'AT GREATER DISTANCES WERE MADE FOR GUY WIRES.
 QF0765'
 QF0765'THE STATION MARK IS AN IRON BOLT SET IN A DRILL HOLE SURROUNDED
 QF0765'BY A TRIANGLE CUT IN THE ROCK.  A BRONZE DISK SET IN A DRILL HOLE
 QF0765'IN THE TOP OF A SMALL ROCK KNOB BEARS NE 7.503 METERS DISTANT, AND
 QF0765'A CROSS WITHIN A 5-INCH TRIANGLE CUT ON THE FLAT SURFACE OF THE
 QF0765'LEDGE 1 FOOT N OF THE FENCE BEARS S BY E, 5.634 METERS
 QF0765'DISTANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0275 ***********************************************************************
 RG0275  DESIGNATION -  MAHEUX IBC
 RG0275  PID         -  RG0275
 RG0275  STATE/COUNTY-  ME/SOMERSET
 RG0275  USGS QUAD   -  ST ZACHARIE NORTH (1989)
 RG0275
 RG0275                         *CURRENT SURVEY CONTROL
 RG0275  ___________________________________________________________________
 RG0275* NAD 83(1996)-  46 08 56.73014(N)    070 16 14.97871(W)     ADJUSTED  
 RG0275* NAVD 88     -       561.9    (meters)    1844.     (feet)  VERTCON   
 RG0275  ___________________________________________________________________
 RG0275  LAPLACE CORR-           5.19  (seconds)                    DEFLEC99
 RG0275  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 RG0275
 RG0275  HORZ ORDER  -  FIRST
 RG0275
 RG0275.The horizontal coordinates were established by classical geodetic methods
 RG0275.and adjusted by the National Geodetic Survey in March 1998..
 RG0275
 RG0275.The NAVD 88 height was computed by applying the VERTCON shift value to
 RG0275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RG0275
 RG0275.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0275
 RG0275.The geoid height was determined by GEOID03.
 RG0275
 RG0275;                    North         East     Units Scale Factor Converg.
 RG0275;SPC ME W     -   368,446.177   891,953.332   MT  0.99996746   -0 04 30.4
 RG0275;UTM  19      - 5,111,397.747   401,861.836   MT  0.99971839   -0 54 59.5
 RG0275
 RG0275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0275!SPC ME W     -   0.99991604  x   0.99996746  =   0.99988350
 RG0275!UTM  19      -   0.99991604  x   0.99971839  =   0.99963445
 RG0275
 RG0275                          SUPERSEDED SURVEY CONTROL
 RG0275
 RG0275  NAD 83(1992)-  46 08 56.73396(N)    070 16 14.96491(W) AD(       ) 1
 RG0275  NAD 83(1986)-  46 08 56.73929(N)    070 16 14.99283(W) AD(       ) 1
 RG0275  NAD 27      -  46 08 56.58263(N)    070 16 16.71899(W) AD(       ) 1
 RG0275  NGVD 29 (07/19/86)  562.0    (m)         1844.     (f) VERT ANG       
 RG0275
 RG0275.Superseded values are not recommended for survey control.
 RG0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0275.See file dsdata.txt to determine how the superseded data were derived.
 RG0275
 RG0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM0186211398(NAD 83)
 RG0275_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RG0275_SETTING: 66 = SET IN ROCK OUTCROP
 RG0275_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 RG0275_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RG0275+STABILITY: POSITION/ELEVATION WELL
 RG0275
 RG0275  HISTORY     - Date     Condition        Report By
 RG0275  HISTORY     - 1922     MONUMENTED       IBC
 RG0275
 RG0275                          STATION DESCRIPTION
 RG0275
 RG0275'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1922 (JH)
 RG0275'IN METGERMETTE NORTH TOWNSHIP, 4-1/2 MILES EAST OF ST ZACHARIE,
 RG0275'QUEBEC, ABOUT ONE - THIRD MILE SOUTH FROM THE RIGHT - ANGLE TURN IN
 RG0275'THE ROAD, ABOUT 1 MILE WEST OF THE SOUTHWEST BRANCH OF THE ST JOHN
 RG0275'RIVER.  THE STATION IS ABOUT 200 FEET WEST OF THE ROAD ON A HIGH
 RG0275'RIDGE IN A FIELD ABOUT 850 FEET SOUTH OF LEONCE MAHEUXS FARMHOUSE.
 RG0275'
 RG0275'STATION MARK--A BRONZE DISK CEMENTED IN A DRILL HOLE IN BARE ROCK
 RG0275'LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0643 ***********************************************************************
 PD0643  DESIGNATION -  MAIN
 PD0643  PID         -  PD0643
 PD0643  STATE/COUNTY-  ME/WASHINGTON
 PD0643  USGS QUAD   -  EASTPORT (1977)
 PD0643
 PD0643                         *CURRENT SURVEY CONTROL
 PD0643  ___________________________________________________________________
 PD0643* NAD 83(1996)-  44 54 28.52781(N)    066 59 00.50486(W)     ADJUSTED  
 PD0643* NAVD 88     -                                                        
 PD0643  ___________________________________________________________________
 PD0643  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 PD0643  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 PD0643
 PD0643  HORZ ORDER  -  THIRD
 PD0643
 PD0643.The horizontal coordinates were established by classical geodetic methods
 PD0643.and adjusted by the National Geodetic Survey in March 1998..
 PD0643
 PD0643
 PD0643.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0643
 PD0643.The geoid height was determined by GEOID03.
 PD0643
 PD0643;                    North         East     Units Scale Factor Converg.
 PD0643;SPC ME E     -   139,031.076   419,752.756   MT  1.00007629   +1 04 14.7
 PD0643;UTM  19      - 4,974,700.098   659,187.628   MT  0.99991161   +1 25 26.1
 PD0643
 PD0643                          SUPERSEDED SURVEY CONTROL
 PD0643
 PD0643  NAD 83(1992)-  44 54 28.51745(N)    066 59 00.50640(W) AD(       ) 3
 PD0643  NAD 83(1986)-  44 54 28.51580(N)    066 59 00.50357(W) AD(       ) 3
 PD0643  NGVD 29 (09/20/87)    5.0    (m)           16.     (f) VERT ANG       
 PD0643
 PD0643.Superseded values are not recommended for survey control.
 PD0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0643.See file dsdata.txt to determine how the superseded data were derived.
 PD0643
 PD0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5918874700(NAD 83)
 PD0643_MARKER: DD = SURVEY DISK
 PD0643_SETTING: 66 = SET IN ROCK OUTCROP
 PD0643_SP_SET: SET IN A ROCK LEDGE
 PD0643_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0643_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0643+STABILITY: POSITION/ELEVATION WELL
 PD0643
 PD0643  HISTORY     - Date     Condition        Report By
 PD0643  HISTORY     - 1986     MONUMENTED       NOS
 PD0643
 PD0643                          STATION DESCRIPTION
 PD0643
 PD0643'DESCRIBED BY NATIONAL OCEAN SERVICE 1986 (WVH)
 PD0643'THE STATION IS LOCATED IN EASTPORT BETWEEN THE TWO MOST NORTHERLY
 PD0643'COVERED WHARFS AND A ROCK LEDGE
 PD0643'
 PD0643'TO REACH, FROM THE POST OFFICE GO NORTH ON WATER STREET .05 MILE
 PD0643'AND TURN RIGHT ONTO MUNICIPAL PIER PARKING LOT AND THEN
 PD0643'IMMEDIATELY LEFT TO THE FIRST ALLEY WAY.  PROCEED 0.1 MILE PAST
 PD0643'THE PORT CLYDE SEAFOOD BUILDING TO THE PARKING LOT ON THE RIGHT.
 PD0643'PROCEED APPROX 150 FEET EAST TO A ROCK LEDGE ON THE POINT.
 PD0643'
 PD0643'THE STATION IS A NOS BRONZE DISK STAMPED---8519206---,CEMENTED
 PD0643'IN A DRILL HOLE IN THE BEDROCK.
 PD0643'
 PD0643'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 PD0643'DESCRIBED BY J. G. FREDERICK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1241 ***********************************************************************
 OC1241  DESIGNATION -  MALLAR
 OC1241  PID         -  OC1241
 OC1241  STATE/COUNTY-  ME/SAGADAHOC
 OC1241  USGS QUAD   -  LISBON FALLS SOUTH (1979)
 OC1241
 OC1241                         *CURRENT SURVEY CONTROL
 OC1241  ___________________________________________________________________
 OC1241* NAD 83(1996)-  43 57 34.77748(N)    070 00 08.33022(W)     ADJUSTED  
 OC1241* NAVD 88     -        56.216  (meters)     184.44   (feet)  ADJUSTED  
 OC1241  ___________________________________________________________________
 OC1241  LAPLACE CORR-           3.02  (seconds)                    DEFLEC99
 OC1241  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 OC1241  DYNAMIC HT  -          56.210 (meters)     184.42  (feet)  COMP
 OC1241  MODELED GRAV-     980,510.7   (mgal)                       NAVD 88
 OC1241
 OC1241  HORZ ORDER  -  SECOND
 OC1241  VERT ORDER  -  SECOND    CLASS I
 OC1241
 OC1241.The horizontal coordinates were established by classical geodetic methods
 OC1241.and adjusted by the National Geodetic Survey in March 1998..
 OC1241
 OC1241.The orthometric height was determined by differential leveling
 OC1241.and adjusted by the National Geodetic Survey in June 1991..
 OC1241
 OC1241.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1241
 OC1241.The geoid height was determined by GEOID03.
 OC1241
 OC1241.The dynamic height is computed by dividing the NAVD 88
 OC1241.geopotential number by the normal gravity value computed on the
 OC1241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1241.degrees latitude (g = 980.6199 gals.).
 OC1241
 OC1241.The modeled gravity was interpolated from observed gravity values.
 OC1241
 OC1241;                    North         East     Units Scale Factor Converg.
 OC1241;SPC ME W     -   125,144.426   913,190.595   MT  0.99996881   +0 06 50.7
 OC1241;UTM  19      - 4,867,880.698   419,585.788   MT  0.99967953   -0 41 44.9
 OC1241
 OC1241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1241!SPC ME W     -   0.99999526  x   0.99996881  =   0.99996407
 OC1241!UTM  19      -   0.99999526  x   0.99967953  =   0.99967479
 OC1241
 OC1241:                Primary Azimuth Mark                     Grid Az
 OC1241:SPC ME W     -  MT ARARAT FIRE LOT 1933                  121 40 53.7
 OC1241:UTM  19      -  MT ARARAT FIRE LOT 1933                  122 29 29.3
 OC1241
 OC1241|---------------------------------------------------------------------|
 OC1241| PID    Reference Object                     Distance      Geod. Az  |
 OC1241|                                                           dddmmss.s |
 OC1241| OB0595 MT ARARAT FIRE LOT 1933             APPROX. 4.0 KM 1214744.4 |
 OC1241| OC1242 MALLAR AZ MK                                       2743233.2 |
 OC1241| OC1441 MALLAR PT A                          11.437 METERS 34424     |
 OC1241|---------------------------------------------------------------------|
 OC1241
 OC1241                          SUPERSEDED SURVEY CONTROL
 OC1241
 OC1241  NAD 83(1992)-  43 57 34.77625(N)    070 00 08.32989(W) AD(       ) 2
 OC1241  NAD 83(1986)-  43 57 34.78182(N)    070 00 08.33492(W) AD(       ) 2
 OC1241  NAD 27      -  43 57 34.49730(N)    070 00 10.14479(W) AD(       ) 2
 OC1241  NGVD 29 (??/??/92)   56.413  (m)          185.08   (f) ADJ UNCH    2 1
 OC1241
 OC1241.Superseded values are not recommended for survey control.
 OC1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1241.See file dsdata.txt to determine how the superseded data were derived.
 OC1241
 OC1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ1958667881(NAD 83)
 OC1241_MARKER: DD = SURVEY DISK
 OC1241_SETTING: 66 = SET IN ROCK OUTCROP
 OC1241_SP_SET: ROCK OUTCROP
 OC1241_STAMPING: MALLAR 1974
 OC1241_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC1241+STABILITY: POSITION/ELEVATION WELL
 OC1241_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OC1241+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2006
 OC1241
 OC1241  HISTORY     - Date     Condition        Report By
 OC1241  HISTORY     - 1975     MONUMENTED       MEDT
 OC1241  HISTORY     - 1975     GOOD             MEDT
 OC1241  HISTORY     - 20060505 GOOD             USPSQD
 OC1241
 OC1241                          STATION DESCRIPTION
 OC1241
 OC1241'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975 (RCA)
 OC1241'THE STATION IS LOCATED IN THE WESTERN PART OF THE TOWN OF TOPSHAM,
 OC1241'ON THE NORTHEAST SIDE OF STATE ROUTE NUMBER 196, ABOUT 3 MILES
 OC1241'NORTHWEST OF TOPSHAM, 4 MILES SOUTHEAST OF LISBON FALLS, AND 1-1/4
 OC1241'MILES NORTHEAST OF THE ANDROSCOGGIN RIVER.
 OC1241'
 OC1241'TO REACH THE STATION FROM THE U.S. POST OFFICE IN TOPSHAM, GO
 OC1241'WESTERLY ON STATE ROUTE NUMBER 196 FOR 0.80 MILE TO THE INTERSTATE
 OC1241'HIGHWAY 95 OVERPASS.  CONTINUE ON ROUTE 196 FOR 1.45 MILES TO A
 OC1241'CROSSROAD.  CONTINUE STRAIGHT, STILL ON STATE ROUTE NUMBER 196,
 OC1241'FOR 0.20 MILE TO TELEPHONE POLE NUMBER 12/61.  LEAVE THE VEHICLE,
 OC1241'AND WALK NORTHEAST ALONG A BARBED WIRE FENCE FOR 270 FEET TO A
 OC1241'LARGE LEDGE OUTCROP AND THE STATION MARK ON THE RIGHT.
 OC1241'
 OC1241'THE STATION MARK IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 OC1241'DISK STAMPED MALLAR 1974, SET FLUSH IN A LARGE LEDGE OUTCROP.  IT
 OC1241'IS 84.9 FEET SOUTH OF POWER POLE NUMBER 550, 30.9 FEET SOUTHEAST OF
 OC1241'A BARBED WIRE FENCE, AND 18.0 FEET EAST OF A METAL WITNESS POST.
 OC1241'
 OC1241'THE AZIMUTH MARK IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 OC1241'DISK STAMPED MALLAR AZ MK 1974, SET IN LEDGE ABOUT 22-INCHES BELOW
 OC1241'THE SURFACE OF THE GROUND.  IT IS 30.8 FEET SOUTHWEST OF THE
 OC1241'CENTERLINE OF STATE ROUTE NUMBER 196, 64.1 FEET SOUTHWEST OF
 OC1241'TELEPHONE NUMBER 63, AND 5.0 FEET SOUTHEAST OF A METAL WITNESS
 OC1241'POST.
 OC1241'
 OC1241'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED NORTHWESTERLY
 OC1241'FOR 0.15 MILE, ALONG STATE ROUTE NUMBER 196, TO THE AZIMUTH MARK
 OC1241'ON THE LEFT.
 OC1241'
 OC1241'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 OC1241'
 OC1241'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 OC1241
 OC1241                          STATION RECOVERY (1975)
 OC1241
 OC1241'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 OC1241'1.7 MI NW FROM TOPSHAM.
 OC1241'ABOUT 1.7 MILES NORTHWEST ALONG STATE HIGHWAY 196 FROM THE STATE
 OC1241'HIGHWAY 196 OVERPASS CROSSING I-95 (TOPSHAM-LISBON EXIT), AND ALSO
 OC1241'ABOUT 2.45 MILES NORTHWEST ALONG ROUTE 196 FROM THE TOPSHAM POST
 OC1241'OFFICE.  A DISK SET FLUSH WITH THE TOP OF A LARGE LEDGE OUTCROP, 286
 OC1241'FEET NORTHEAST OF THE CENTERLINE OF ROUTE 196, 17 FEET EAST OF THE 4
 OC1241'FOOT VERTICAL LEDGE FACE AND 18.2 FEET EAST OF A METAL WITNESS POST.
 OC1241'ALSO 84.9 FEET SOUTH OF CMP POLE NO. 550, 148.0 FEET NORTHWEST OF CMP
 OC1241'POLE NO. 557 AND 30.9 FEET SOUTHEAST OF A BARBED WIRE FENCE.
 OC1241
 OC1241                          STATION RECOVERY (2006)
 OC1241
 OC1241'RECOVERY NOTE BY US POWER SQUADRON 2006 (AHE)
 OC1241'ALL REFERENCES TO I95 SHOULD NOW READ I295.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1242 ***********************************************************************
 OC1242  DESIGNATION -  MALLAR AZ MK
 OC1242  PID         -  OC1242
 OC1242  STATE/COUNTY-  ME/SAGADAHOC
 OC1242  USGS QUAD   -  LISBON FALLS SOUTH (1979)
 OC1242
 OC1242                         *CURRENT SURVEY CONTROL
 OC1242  ___________________________________________________________________
 OC1242* NAD 83(1986)-  43 57 36.     (N)    070 00 20.     (W)     SCALED    
 OC1242* NAVD 88     -        57.157  (meters)     187.52   (feet)  ADJUSTED  
 OC1242  ___________________________________________________________________
 OC1242  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 OC1242  DYNAMIC HT  -          57.150 (meters)     187.50  (feet)  COMP
 OC1242  MODELED GRAV-     980,510.3   (mgal)                       NAVD 88
 OC1242
 OC1242  VERT ORDER  -  SECOND    CLASS I
 OC1242
 OC1242.The horizontal coordinates were scaled from a topographic map and have
 OC1242.an estimated accuracy of +/- 6 seconds.
 OC1242
 OC1242.The orthometric height was determined by differential leveling
 OC1242.and adjusted by the National Geodetic Survey in June 1991..
 OC1242
 OC1242.The geoid height was determined by GEOID03.
 OC1242
 OC1242.The dynamic height is computed by dividing the NAVD 88
 OC1242.geopotential number by the normal gravity value computed on the
 OC1242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1242.degrees latitude (g = 980.6199 gals.).
 OC1242
 OC1242.The modeled gravity was interpolated from observed gravity values.
 OC1242
 OC1242;                    North         East    Units  Estimated Accuracy
 OC1242;SPC ME W     -   125,180.      912,930.      MT  (+/- 180 meters Scaled)
 OC1242
 OC1242                          SUPERSEDED SURVEY CONTROL
 OC1242
 OC1242  NGVD 29 (??/??/92)   57.353  (m)          188.17   (f) ADJ UNCH    2 1
 OC1242
 OC1242.Superseded values are not recommended for survey control.
 OC1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1242.See file dsdata.txt to determine how the superseded data were derived.
 OC1242
 OC1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ193679(NAD 83)
 OC1242_MARKER: DD = SURVEY DISK
 OC1242_SETTING: 66 = SET IN ROCK OUTCROP
 OC1242_SP_SET: ROCK LEDGE
 OC1242_STAMPING: MALLAR AZ MK 1974
 OC1242_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC1242+STABILITY: POSITION/ELEVATION WELL
 OC1242
 OC1242  HISTORY     - Date     Condition        Report By
 OC1242  HISTORY     - 1974     MONUMENTED       MEDT
 OC1242  HISTORY     - 1975     GOOD             MEDT
 OC1242
 OC1242                          STATION DESCRIPTION
 OC1242
 OC1242'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 OC1242'1.85 MI NW FROM TOPSHAM.
 OC1242'ABOUT 1.85 MILES NORTHWESTERLY ALONG STATE HIGHWAY 196 FROM THE STATE
 OC1242'HIGHWAY 196 OVERPASS CROSSING I-95 (TOPSHAM-LISBON EXIT), AND ALSO
 OC1242'ABOUT 2.65 MILES NORTHWEST ALONG STATE ROUTE 196 FROM THE TOPSHAM POST
 OC1242'OFFICE.  A DISK SET FLUSH IN LEDGE, 1.8 FEET BELOW THE SURFACE OF THE
 OC1242'GROUND, 30.8 FEET SOUTHWEST OF AND 1.2 FEET BELOW THE CENTERLINE OF
 OC1242'STATE HIGHWAY 196, 4.8 FEET SOUTHEAST OF A METAL WITNESS POST, AND
 OC1242'64.1 FEET SOUTHWEST OF NET AND T POLE NO. 63.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0884 ***********************************************************************
 QF0884  DESIGNATION -  MALLOY
 QF0884  PID         -  QF0884
 QF0884  STATE/COUNTY-  ME/WASHINGTON
 QF0884  USGS QUAD   -  CALAIS (1977)
 QF0884
 QF0884                         *CURRENT SURVEY CONTROL
 QF0884  ___________________________________________________________________
 QF0884* NAD 83(1996)-  45 07 41.50627(N)    067 21 06.71377(W)     ADJUSTED  
 QF0884* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 QF0884  ___________________________________________________________________
 QF0884  LAPLACE CORR-           4.47  (seconds)                    DEFLEC99
 QF0884  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 QF0884
 QF0884  HORZ ORDER  -  THIRD
 QF0884
 QF0884.The horizontal coordinates were established by classical geodetic methods
 QF0884.and adjusted by the National Geodetic Survey in March 1998..
 QF0884
 QF0884.The orthometric height was scaled from a topographic map.
 QF0884
 QF0884.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0884
 QF0884.The geoid height was determined by GEOID03.
 QF0884
 QF0884;                    North         East     Units Scale Factor Converg.
 QF0884;SPC ME E     -   163,030.266   390,315.670   MT  1.00000027   +0 48 49.4
 QF0884;UTM  19      - 4,998,512.789   629,608.210   MT  0.99980655   +1 10 05.4
 QF0884
 QF0884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0884!SPC ME E     -   1.00000134  x   1.00000027  =   1.00000161
 QF0884!UTM  19      -   1.00000134  x   0.99980655  =   0.99980789
 QF0884
 QF0884|---------------------------------------------------------------------|
 QF0884| PID    Reference Object                     Distance      Geod. Az  |
 QF0884|                                                           dddmmss.s |
 QF0884| CE8941 MALLOY RM 1                           3.710 METERS 06357     |
 QF0884| QF0880 HALL IBC                            352.049 METERS 08829     |
 QF0884| QF0881 LAWLER                              266.015 METERS 12138     |
 QF0884| CE8942 MALLOY RM 2                           2.315 METERS 13305     |
 QF0884| QF0885 RINGBOLT                            355.379 METERS 30532     |
 QF0884|---------------------------------------------------------------------|
 QF0884
 QF0884                          SUPERSEDED SURVEY CONTROL
 QF0884
 QF0884  NAD 83(1992)-  45 07 41.50117(N)    067 21 06.71236(W) AD(       ) 3
 QF0884  NAD 83(1986)-  45 07 41.50340(N)    067 21 06.71763(W) AD(       ) 3
 QF0884  NAD 27      -  45 07 41.23500(N)    067 21 08.75400(W) AD(       ) 3
 QF0884
 QF0884.Superseded values are not recommended for survey control.
 QF0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0884.See file dsdata.txt to determine how the superseded data were derived.
 QF0884
 QF0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK2960898513(NAD 83)
 QF0884_MARKER: DH = HORIZONTAL CONTROL DISK
 QF0884_SETTING: 80 = SET IN A BOULDER
 QF0884_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF0884
 QF0884  HISTORY     - Date     Condition        Report By
 QF0884  HISTORY     - 1910     MONUMENTED       IBC
 QF0884
 QF0884                          STATION DESCRIPTION
 QF0884
 QF0884'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JEM)
 QF0884'ON THE W BANK OF THE ST CROIX RIVER, ABOUT 1-3/4 MILES ABOVE BARING,
 QF0884'125 METERS ABOVE THE MOUTH OF STONEY BROOK, AND ABOUT 47 METERS FROM
 QF0884'THE RIVER.  STATION IS IN THE E END OF AN OPEN FIELD BELONGING TO
 QF0884'GEORGE MALLOY AND 2.7 METERS FROM THE LINE FENCE BETWEEN GEORGE
 QF0884'MALLOYS AND ROSS LAWLERS LAND.
 QF0884'
 QF0884'STATION MARK IS A BRONZE DISK MARKED---C. AND G.S.---SET IN A DRILL
 QF0884'HOLE IN THE EXPOSED SURFACE OF A BOULDER.  A CROSS WITHIN A TRIANGLE
 QF0884'CUT IN A LARGE BOULDER ON THE FENCE LINE, BEARS N 63 DEGREES 57
 QF0884'MINUTES E, 3.71 METERS FROM THE STATION AND A LIKE MARK IS CUT IN
 QF0884'ANOTHER BOULDER IN THE FENCE LINE S 46 DEGREES 55 MINUTES E, 2.32
 QF0884'METERS FROM THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2694 ***********************************************************************
 OC2694  DESIGNATION -  MALOY
 OC2694  PID         -  OC2694
 OC2694  STATE/COUNTY-  ME/YORK
 OC2694  USGS QUAD   -  LIMINGTON (1983)
 OC2694
 OC2694                         *CURRENT SURVEY CONTROL
 OC2694  ___________________________________________________________________
 OC2694* NAD 83(1996)-  43 41 48.56055(N)    070 41 54.16684(W)     ADJUSTED  
 OC2694* NAVD 88     -       198.0    (meters)     650.     (feet)  VERTCON   
 OC2694  ___________________________________________________________________
 OC2694  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 OC2694  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 OC2694
 OC2694  HORZ ORDER  -  FIRST
 OC2694
 OC2694.The horizontal coordinates were established by classical geodetic methods
 OC2694.and adjusted by the National Geodetic Survey in March 1998..
 OC2694
 OC2694.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2694
 OC2694.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2694
 OC2694.The geoid height was determined by GEOID03.
 OC2694
 OC2694;                    North         East     Units Scale Factor Converg.
 OC2694;SPC ME W     -    96,066.023   857,138.162   MT  0.99998925   -0 22 02.4
 OC2694;UTM  19      - 4,839,601.983   363,141.520   MT  0.99983038   -1 10 24.6
 OC2694
 OC2694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2694!SPC ME W     -   0.99997316  x   0.99998925  =   0.99996241
 OC2694!UTM  19      -   0.99997316  x   0.99983038  =   0.99980354
 OC2694
 OC2694:                Primary Azimuth Mark                     Grid Az
 OC2694:SPC ME W     -  EAST BALDWIN CORNWALL TANK               006 11 28.9
 OC2694:UTM  19      -  EAST BALDWIN CORNWALL TANK               006 59 51.1
 OC2694
 OC2694|---------------------------------------------------------------------|
 OC2694| PID    Reference Object                     Distance      Geod. Az  |
 OC2694|                                                           dddmmss.s |
 OC2694| OC2610 EAST BALDWIN CORNWALL TANK          APPROX.12.1 KM 0054926.5 |
 OC2694| OC2605 RICH                                APPROX.13.7 KM 0521901.6 |
 OC2694| OC1939 GORHAM MUN TANK                     APPROX.20.1 KM 0950550.3 |
 OC2694| CE8297 MALOY RM 2                           23.081 METERS 18719     |
 OC2694| OC2687 OSSIPEE LOT                         APPROX.12.6 KM 1951624.6 |
 OC2694| CE8296 MALOY RM 1                           20.354 METERS 34350     |
 OC2694|---------------------------------------------------------------------|
 OC2694
 OC2694                          SUPERSEDED SURVEY CONTROL
 OC2694
 OC2694  NAD 83(1992)-  43 41 48.55937(N)    070 41 54.16823(W) AD(       ) 1
 OC2694  NAD 83(1986)-  43 41 48.56648(N)    070 41 54.17367(W) AD(       ) 1
 OC2694  NAD 27      -  43 41 48.28523(N)    070 41 55.96263(W) AD(       ) 1
 OC2694  NGVD 29 (07/19/86)  198.2    (m)          650.     (f) VERT ANG       
 OC2694
 OC2694.Superseded values are not recommended for survey control.
 OC2694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2694.See file dsdata.txt to determine how the superseded data were derived.
 OC2694
 OC2694_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ6314239602(NAD 83)
 OC2694_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OC2694_SETTING: 66 = SET IN ROCK OUTCROP
 OC2694_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OC2694+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2005
 OC2694
 OC2694  HISTORY     - Date     Condition        Report By
 OC2694  HISTORY     - 1976     MONUMENTED       NGS
 OC2694  HISTORY     - 20050905 GOOD             GEOCAC
 OC2694
 OC2694                          STATION DESCRIPTION
 OC2694
 OC2694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2694'THE STATION IS LOCATED IN LIMINGTON ABOUT 5-1/4 MILES
 OC2694'NORTHWEST OF WEST BUXTON, 5 MILES EAST OF LIMERICK AND
 OC2694'12-1/2 MILES WEST-NORTHWEST OF GORHAM, ON A HIGH HILL
 OC2694'KNOWN LOCALLY AS MALOY MOUNTAIN, ON THE PROPERTY OF MR.
 OC2694'MINOT HOLMES, LIMINGTON, MAINE, PHONE 793-2352.
 OC2694'YOU WILL ALSO HAVE TO CROSS PROPERTY OWNED BY MR.
 OC2694'ROBERT MCDONOUGH, RFD 1, LIMINGTON , MAINE, PHONE
 OC2694'793-2518.
 OC2694'
 OC2694'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 OC2694'11 AND 117 IN LIMINGTON (THIS CORNER IS ALSO THE LOCATION
 OC2694'OF THE LIMINGTON TOWN HALL 1792),
 OC2694'GO SOUTH ON STATE HIGHWAY 117 FOR 1.8 MILES TO A SIDE ROAD
 OC2694'ON THE RIGHT JUST AFTER CROSSING A SMALL BRIDGE. TURN RIGHT,
 OC2694'GO SOUTHWESTERLY FOLLOWING AN ASPHALT ROAD FOR 0.35 MILE TO
 OC2694'A TRACK ROAD ON THE LEFT. HERE BEAR RIGHT AND CONTINUE ON
 OC2694'ASPHALT ROAD FOR ANOTHER 0.35 MILE TO A POLE GATE ON THE
 OC2694'LEFT. PASS THROUGH THE POLE GATE AND GO SOUTHERLY ACROSS
 OC2694'A PASTURE FOR 0.1 MILE TO AN OPENING IN A STONE WALL. PASS
 OC2694'THROUGH THE STONE WALL, BEAR LEFT, PROCEED EASTERLY ACROSS
 OC2694'A PASTURE FOR 0.1 MILE TO A FENCE LINE.
 OC2694'PROCEED PAST THE FENCE PICKING YOUR WAY TO THE TOP OF THE
 OC2694'HILL, ABOUT 0.2 MILE, AND THE STATION MARK ON THE
 OC2694'HIGHEST POINT OF THE HILL.
 OC2694'
 OC2694'THE STATION MARK IS A STANDARD DISK STAMPED---MALOY 1975---,
 OC2694'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK. IT IS 17.3
 OC2694'FEET NORTH-NORTHEAST OF A TRIANGULAR BLAZED 22-INCH PINE
 OC2694'TREE AND 16.7 FEET NORTH OF A 2 FOOT HIGH EAST-WEST STONE
 OC2694'WALL.
 OC2694'
 OC2694'REFERENCE MARK 1, STAMPED---MALOY NO 1 1975---, IS A STANDARD
 OC2694'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 OC2694'IT IS 1.3 FEET SOUTH OF A METAL WITNESS POST AND ABOUT 3
 OC2694'FEET LOWER THAN THE STATION.
 OC2694'
 OC2694'REFERENCE MARK 2, STAMPED---MALOY NO 2 1975---, IS A STANDARD
 OC2694'DISK CEMENTED IN IN A DRILL HOLE IN OUTCROPPING BEDROCK. IT IS
 OC2694'1.4 FEET NORTH OF A METAL WITNESS POST, 38.2 FEET NORTHWEST
 OC2694'OF A 28-INCH ELM TREE, 57.0 FEET SOUTH OF A STONE WALL AND
 OC2694'ABOUT 4.5 FEET LOWER THAN THE STATION.
 OC2694'
 OC2694'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
 OC2694'
 OC2694'REFERENCE MARK 1 TO 2 WAS NOT MEASURED DUE TO TREES.
 OC2694'
 OC2694'THE HEIGHT OF LIGHT ABOVE THE STATION WAS 22.8 METERS.
 OC2694'
 OC2694'DESCRIBED BY JOHN R. HIGGINS
 OC2694
 OC2694                          STATION RECOVERY (2005)
 OC2694
 OC2694'RECOVERY NOTE BY GEOCACHING 2005 (JKS)
 OC2694'RECOVERED THIS MARK WITH THE PERMISSION OF MR. ROBERT MCDONOUGH.
 OC2694' 
 OC2694' ALL THE MARKS WERE FOUND BURIED UNDER 2-3 INCHES OF DEAD VEGETATION.
 OC2694'THE ENTIRE TOP OF THE MOUNTAIN IS NOW COVERED IN HEAVY TREE GROWTH.
 OC2694'MUCH HEAVY VEGETATION AND FALLEN TREES TO GET TO THE TOP.
 OC2694' 
 OC2694'MAIN STATION, STAMPED MALOY 1975 FOUND IN GOOD CONDITION AT THE
 OC2694'DESCRIBED LOCATION.
 OC2694' 
 OC2694'MALOY NO 1 1975, WAS RECOVERED IN GOOD CONDITION AT THE DESCRIBED
 OC2694'LOCATION. THE WITNESS POST IS STILL THERE.
 OC2694' 
 OC2694'MALOY NO 2 1975, WAS RECOVERED IN GOOD CONDITION AT THE DESCRIBED
 OC2694'LOCATION BUT ITS WITNESS POST, WHICH WAS CEMENTED INTO THE BEDROCK,
 OC2694'HAS BEEN SNAPPED OFF WITH ONLY ONE INCH OF POST REMAINING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0697 ***********************************************************************
 PD0697  DESIGNATION -  MAM IBC 1913
 PD0697  PID         -  PD0697
 PD0697  STATE/COUNTY-  ME/WASHINGTON
 PD0697  USGS QUAD   -  LUBEC (1977)
 PD0697
 PD0697                         *CURRENT SURVEY CONTROL
 PD0697  ___________________________________________________________________
 PD0697* NAD 83(1996)-  44 49 56.90451(N)    066 59 24.70912(W)     ADJUSTED  
 PD0697* NAVD 88     -                                                        
 PD0697  ___________________________________________________________________
 PD0697  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 PD0697  GEOID HEIGHT-         -22.33  (meters)                     GEOID03
 PD0697
 PD0697  HORZ ORDER  -  THIRD
 PD0697
 PD0697.The horizontal coordinates were established by classical geodetic methods
 PD0697.and adjusted by the National Geodetic Survey in March 1998..
 PD0697
 PD0697
 PD0697.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0697
 PD0697.The geoid height was determined by GEOID03.
 PD0697
 PD0697;                    North         East     Units Scale Factor Converg.
 PD0697;SPC ME E     -   130,637.193   419,377.741   MT  1.00007519   +1 03 52.5
 PD0697;UTM  19      - 4,966,305.448   658,864.377   MT  0.99991035   +1 25 02.2
 PD0697
 PD0697:                Primary Azimuth Mark                     Grid Az
 PD0697:SPC ME E     -  LUBEC CHANNEL LH FINIAL                  044 10 39.0
 PD0697:UTM  19      -  LUBEC CHANNEL LH FINIAL                  043 49 29.3
 PD0697
 PD0697|---------------------------------------------------------------------|
 PD0697| PID    Reference Object                     Distance      Geod. Az  |
 PD0697|                                                           dddmmss.s |
 PD0697| PD0709 LUBEC CHANNEL LH FINIAL             APPROX. 1.5 KM 0451431.5 |
 PD0697| PD0727 INDIAN POINT                        APPROX. 3.0 KM 0861727.5 |
 PD0697| PD0708 LIFE SAVING STATION FLAGPOLE        APPROX. 2.6 KM 1570035.3 |
 PD0697|---------------------------------------------------------------------|
 PD0697
 PD0697                          SUPERSEDED SURVEY CONTROL
 PD0697
 PD0697  NAD 83(1992)-  44 49 56.89559(N)    066 59 24.71317(W) AD(       ) 3
 PD0697  NAD 83(1986)-  44 49 56.89002(N)    066 59 24.71098(W) AD(       ) 3
 PD0697  NAD 27      -  44 49 56.60000(N)    066 59 26.80000(W) AD(       ) 3
 PD0697
 PD0697.Superseded values are not recommended for survey control.
 PD0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0697.See file dsdata.txt to determine how the superseded data were derived.
 PD0697
 PD0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5886466305(NAD 83)
 PD0697_MARKER: DH = HORIZONTAL CONTROL DISK
 PD0697_SETTING: 66 = SET IN ROCK OUTCROP
 PD0697_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 PD0697_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0697+STABILITY: POSITION/ELEVATION WELL
 PD0697
 PD0697  HISTORY     - Date     Condition        Report By
 PD0697  HISTORY     - 1913     MONUMENTED       IBC
 PD0697  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0697  HISTORY     - 1955     MARK NOT FOUND   IBC
 PD0697  HISTORY     - 1972     MARK NOT FOUND   IBC
 PD0697
 PD0697                          STATION DESCRIPTION
 PD0697
 PD0697'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1913 (JEM)
 PD0697'ON THE W SHORE OF PASSAMAQUODDY BAY, ABOUT 2 MILES BELOW LUBEC, ME,
 PD0697'AND 1/4 MILE BELOW WOODWARD POINT.  THE STATION IS ON A LEDGE OF
 PD0697'BLACK IGNEOUS ROCK WHICH PROJECTS ABOUT 6 METERS FROM THE EARTHEN
 PD0697'BANK, AND IS ABOUT 117 METERS N OF RANGE MARK 43.
 PD0697'
 PD0697'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE IN THE ROCK.
 PD0697
 PD0697                          STATION RECOVERY (1946)
 PD0697
 PD0697'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0697'THE STATION IS ON THE W SHORE OF PASSAMAQUODDY BAY, ABOUT 2
 PD0697'MILES BELOW LUBEC, MAINE, AND 1/4 MILE BELOW WOODWARD POINT.  THE
 PD0697'STATION IS ON A LEDGE OF BLACK IGNEOUS ROCK WHICH PROJECTS
 PD0697'ABOUT 6 METERS FROM THE EARTHEN BANK, AND IS ABOUT 117 METERS N
 PD0697'OF RANGE MARK 43.
 PD0697'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE IN THE ROCK.
 PD0697'
 PD0697'STATION NOT RECOVERED IN 1935 OR 1946.
 PD0697
 PD0697                          STATION RECOVERY (1955)
 PD0697
 PD0697'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 PD0697'NOT RECOVERED.
 PD0697
 PD0697                          STATION RECOVERY (1972)
 PD0697
 PD0697'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 PD0697'THE LEDGE OF BLACK IGNEOUS ROCK WAS RECOVERED.  THE LEDGE OF ROCK
 PD0697'HAD MANY EXPOSED SHEAR PLANES AND WAS CRUMBLING BADLY.  THERE WAS
 PD0697'NO SIGN OF A BRONZE DISC.  STATION SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1717 ***********************************************************************
 QF1717  DESIGNATION -  MANLEY IBC
 QF1717  PID         -  QF1717
 QF1717  STATE/COUNTY-  ME/WASHINGTON
 QF1717  USGS QUAD   -  FOREST CITY (1988)
 QF1717
 QF1717                         *CURRENT SURVEY CONTROL
 QF1717  ___________________________________________________________________
 QF1717* NAD 83(1996)-  45 39 48.71037(N)    067 44 21.51840(W)     ADJUSTED  
 QF1717* NAVD 88     -       132.     (meters)     433.     (feet)  SCALED    
 QF1717  ___________________________________________________________________
 QF1717  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 QF1717  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 QF1717
 QF1717  HORZ ORDER  -  THIRD
 QF1717
 QF1717.The horizontal coordinates were established by classical geodetic methods
 QF1717.and adjusted by the National Geodetic Survey in March 1998..
 QF1717
 QF1717.The orthometric height was scaled from a topographic map.
 QF1717
 QF1717.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1717
 QF1717.The geoid height was determined by GEOID03.
 QF1717
 QF1717;                    North         East     Units Scale Factor Converg.
 QF1717;SPC ME E     -   222,161.241   359,275.688   MT  0.99994318   +0 32 38.8
 QF1717;UTM  19      - 5,057,437.393   598,207.928   MT  0.99971858   +0 54 06.4
 QF1717
 QF1717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1717!SPC ME E     -   0.99998306  x   0.99994318  =   0.99992624
 QF1717!UTM  19      -   0.99998306  x   0.99971858  =   0.99970165
 QF1717
 QF1717:                Primary Azimuth Mark                     Grid Az
 QF1717:SPC ME E     -  SPIT                                     314 47 26.8
 QF1717:UTM  19      -  SPIT                                     314 25 59.2
 QF1717
 QF1717|---------------------------------------------------------------------|
 QF1717| PID    Reference Object                     Distance      Geod. Az  |
 QF1717|                                                           dddmmss.s |
 QF1717| QF1724 SPIT                                APPROX. 1.1 KM 3152005.6 |
 QF1717|---------------------------------------------------------------------|
 QF1717
 QF1717                          SUPERSEDED SURVEY CONTROL
 QF1717
 QF1717  NAD 83(1992)-  45 39 48.70724(N)    067 44 21.51658(W) AD(       ) 3
 QF1717  NAD 83(1986)-  45 39 48.71116(N)    067 44 21.53265(W) AD(       ) 3
 QF1717  NAD 27      -  45 39 48.49400(N)    067 44 23.50100(W) AD(       ) 3
 QF1717
 QF1717.Superseded values are not recommended for survey control.
 QF1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1717.See file dsdata.txt to determine how the superseded data were derived.
 QF1717
 QF1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9820857437(NAD 83)
 QF1717_MARKER: DD = SURVEY DISK
 QF1717_SETTING: 80 = SET IN A BOULDER
 QF1717_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF1717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1717+STABILITY: SURFACE MOTION
 QF1717
 QF1717  HISTORY     - Date     Condition        Report By
 QF1717  HISTORY     - 1946     MONUMENTED       IBC
 QF1717  HISTORY     - 1955     GOOD             IBC
 QF1717
 QF1717                          STATION DESCRIPTION
 QF1717
 QF1717'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF1717'ON A BAR COVERED BY 3 FEET OF WATER AT HIGH WATER.  AT LOW WATER,
 QF1717'THE STATION IS 50 FEET FROM THE OUTER OR SE END OF THE LONG SAND
 QF1717'SPIT EXTENDING IN AN ARC TOWARD FOREST CITY FROM THE S END OF MANLEY
 QF1717'ISLAND.  THE CENTER OF THE SAND SPIT ON THE SE END OF THE POINT
 QF1717'ABOVE THE NARROWS IS JUST VISIBLE PAST THE E SIDE OF MANLEY ISLAND.
 QF1717'
 QF1717'STATION MARK IS AN IBC BRONZE STATION DISK SET IN A DRILL HOLE IN
 QF1717'ROCK EMBEDDED IN THE SAND, 1 BY 1-1/2 FEET SHOWING 4 INCHES ABOVE
 QF1717'THE SAND, AMONG SIMILAR ROCKS ON THE HIGHEST POINT OF THE BAR.
 QF1717
 QF1717                          STATION RECOVERY (1955)
 QF1717
 QF1717'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1717'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0359 ***********************************************************************
 OB0359  DESIGNATION -  MAPLE HILL
 OB0359  PID         -  OB0359
 OB0359  STATE/COUNTY-  ME/KNOX
 OB0359  USGS QUAD   -  FRIENDSHIP (1973)
 OB0359
 OB0359                         *CURRENT SURVEY CONTROL
 OB0359  ___________________________________________________________________
 OB0359* NAD 83(1996)-  43 58 45.83813(N)    069 17 30.04933(W)     ADJUSTED  
 OB0359* NAVD 88     -        49.     (meters)     161.     (feet)  SCALED    
 OB0359  ___________________________________________________________________
 OB0359  LAPLACE CORR-           2.42  (seconds)                    DEFLEC99
 OB0359  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 OB0359
 OB0359  HORZ ORDER  -  THIRD
 OB0359
 OB0359.The horizontal coordinates were established by classical geodetic methods
 OB0359.and adjusted by the National Geodetic Survey in March 1998..
 OB0359
 OB0359.The orthometric height was scaled from a topographic map.
 OB0359
 OB0359.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0359
 OB0359.The geoid height was determined by GEOID03.
 OB0359
 OB0359;                    North         East     Units Scale Factor Converg.
 OB0359;SPC ME E     -    35,048.599   236,486.641   MT  0.99994960   -0 32 59.1
 OB0359;SPC ME W     -   127,696.699   970,201.360   MT  1.00002726   +0 36 27.4
 OB0359;UTM  19      - 4,869,626.139   476,606.692   MT  0.99960673   -0 12 09.2
 OB0359
 OB0359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0359!SPC ME E     -   0.99999632  x   0.99994960  =   0.99994592
 OB0359!SPC ME W     -   0.99999632  x   1.00002726  =   1.00002358
 OB0359!UTM  19      -   0.99999632  x   0.99960673  =   0.99960305
 OB0359
 OB0359:                Primary Azimuth Mark                     Grid Az
 OB0359:SPC ME E     -  HATHORN HILL 1863                        071 29 19.7
 OB0359:SPC ME W     -  HATHORN HILL 1863                        070 19 53.2
 OB0359:UTM  19      -  HATHORN HILL 1863                        071 08 29.8
 OB0359
 OB0359|---------------------------------------------------------------------|
 OB0359| PID    Reference Object                     Distance      Geod. Az  |
 OB0359|                                                           dddmmss.s |
 OB0359| OB0360 HATHORN HILL 1863                   APPROX. 0.7 KM 0705620.6 |
 OB0359| OB0363 TEAL ADAM HOUSE CENTER OF CHIM      APPROX. 3.2 KM 1112445.0 |
 OB0359| OB0328 TURKEY CHURCH                       APPROX. 5.3 KM 1342109.1 |
 OB0359|---------------------------------------------------------------------|
 OB0359
 OB0359                          SUPERSEDED SURVEY CONTROL
 OB0359
 OB0359  NAD 83(1992)-  43 58 45.84169(N)    069 17 30.03246(W) AD(       ) 3
 OB0359  NAD 83(1986)-  43 58 45.84620(N)    069 17 30.03898(W) AD(       ) 3
 OB0359  NAD 27      -  43 58 45.58000(N)    069 17 31.87000(W) AD(       ) 3
 OB0359
 OB0359.Superseded values are not recommended for survey control.
 OB0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0359.See file dsdata.txt to determine how the superseded data were derived.
 OB0359
 OB0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ7660769626(NAD 83)
 OB0359
 OB0359  HISTORY     - Date     Condition        Report By
 OB0359  HISTORY     - UNK      MONUMENTED
 OB0359  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0359  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OB0359
 OB0359                          STATION DESCRIPTION
 OB0359
 OB0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0359'THE SITE WAS VISITED AND NO INDICATIONS OF A MARK WERE FOUND.  IT
 OB0359'SHOULD BE CONSIDERED LOST.
 OB0359
 OB0359                          STATION RECOVERY (1943)
 OB0359
 OB0359'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 OB0359'A SEARCH WAS MADE IN THE VICINITY BUT THE MARK WAS NOT
 OB0359'FOUND.  PLANE-TABLE AND AIR COMPILATION METHODS MIGHT LOCATE THE
 OB0359'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2739 ***********************************************************************
 OC2739  DESIGNATION -  MAPLEWOOD
 OC2739  PID         -  OC2739
 OC2739  STATE/COUNTY-  ME/YORK
 OC2739  USGS QUAD   -  WEST NEWFIELD (1983)
 OC2739
 OC2739                         *CURRENT SURVEY CONTROL
 OC2739  ___________________________________________________________________
 OC2739* NAD 83(1996)-  43 40 28.93259(N)    070 55 07.74202(W)     ADJUSTED  
 OC2739* NAVD 88     -       171.3    (meters)     562.     (feet)  VERTCON   
 OC2739  ___________________________________________________________________
 OC2739  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 OC2739  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 OC2739
 OC2739  HORZ ORDER  -  SECOND
 OC2739
 OC2739.The horizontal coordinates were established by classical geodetic methods
 OC2739.and adjusted by the National Geodetic Survey in March 1998..
 OC2739
 OC2739.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2739
 OC2739.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2739
 OC2739.The geoid height was determined by GEOID03.
 OC2739
 OC2739;                    North         East     Units Scale Factor Converg.
 OC2739;SPC ME W     -    93,746.097   839,346.179   MT  1.00001190   -0 31 09.9
 OC2739;UTM  19      - 4,837,532.860   345,321.125   MT  0.99989429   -1 19 31.2
 OC2739
 OC2739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2739!SPC ME W     -   0.99997737  x   1.00001190  =   0.99998927
 OC2739!UTM  19      -   0.99997737  x   0.99989429  =   0.99987167
 OC2739
 OC2739|---------------------------------------------------------------------|
 OC2739| PID    Reference Object                     Distance      Geod. Az  |
 OC2739|                                                           dddmmss.s |
 OC2739| CE8299 MAPLEWOOD RM 2                       10.818 METERS 13036     |
 OC2739| OC2742 WIGGIN                              APPROX. 2.9 KM 3141914.6 |
 OC2739| OC2741 MAPLEWOOD AZ MK                     267.806 METERS 31600     |
 OC2739| OC2740 MAPLEWOOD A PT                       16.592 METERS 34149     |
 OC2739| CE8298 MAPLEWOOD RM 1                       19.966 METERS 34521     |
 OC2739|---------------------------------------------------------------------|
 OC2739
 OC2739                          SUPERSEDED SURVEY CONTROL
 OC2739
 OC2739  NAD 83(1992)-  43 40 28.93138(N)    070 55 07.74408(W) AD(       ) 2
 OC2739  NAD 83(1986)-  43 40 28.93923(N)    070 55 07.75002(W) AD(       ) 2
 OC2739  NAD 27      -  43 40 28.66059(N)    070 55 09.52059(W) AD(       ) 2
 OC2739  NGVD 29 (07/19/86)  171.5    (m)          563.     (f) VERT ANG       
 OC2739
 OC2739.Superseded values are not recommended for survey control.
 OC2739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2739.See file dsdata.txt to determine how the superseded data were derived.
 OC2739
 OC2739_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ4532137533(NAD 83)
 OC2739_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OC2739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC2739_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC2739
 OC2739  HISTORY     - Date     Condition        Report By
 OC2739  HISTORY     - 1976     MONUMENTED       NGS
 OC2739
 OC2739                          STATION DESCRIPTION
 OC2739
 OC2739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2739'THE STATION IS LOCATED 2.0 MILES NORTH OF WEST NEWFIELD,
 OC2739'4.0 MILES NORTHWEST OF NEWFIELD, 6.2 MILES WEST OF LIMERICK
 OC2739'AND 2.0 MILES SOUTHWEST OF WIGGIN MOUNTAIN.
 OC2739'
 OC2739'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 11 AND
 OC2739'110 ABOUT 2.2 MILES WEST OF NEWFIELD, GO WESTERLY ON STATE
 OC2739'ROUTE 110 FOR 0.90 MILE TO A CROSS ROADS IN WEST NEWFIELD.
 OC2739'TURN RIGHT AND GO NORTHERLY ON MAPLEWOOD ROAD FOR 2.20 MILES
 OC2739'TO MAPLEWOOD AND A FORK IN THE ROAD. BEAR LEFT AT THIS FORK
 OC2739'AND GO WESTERLY ON THE WIGGIN MOUNTAIN ROAD FOR 0.30 MILE
 OC2739'TO THE STATION ON THE LEFT.
 OC2739'
 OC2739'THE STATION MARKS ARE STAMPED---MAPLEOOD 1976---.
 OC2739'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 OC2739'CYLINDRICAL CONCRETE POST WHICH IS FLUSH WITH THE GROUND
 OC2739'SURFACE. IT IS 10.5 FEET EAST OF POWER POLE 10/72,
 OC2739'17.0 FEET SOUTH OF THE CENTERLINE OF THE ROAD AND 3.5 FEET
 OC2739'EAST OF A METAL WITNESS POST. THE SUB-SURFACE DISK IS SET
 OC2739'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 50 INCHES
 OC2739'BELOW THE GROUND SURFACE.
 OC2739'
 OC2739'REFERENCE MARK 1, STAMPED---MAPLEWOOD NO 1 1976---, IS A
 OC2739'STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OC2739'CONCRETE POST WHICH IS FLUSH WITH THE GROUND. IT IS 3 FEET
 OC2739'SOUTH-SOUTHEAST OF A T-JUNCTION IN A STONE FENCE, 21.0
 OC2739'FEET NORTHEAST OF THE CENTERLINE OF THE ROAD AND 61.5 FEET
 OC2739'NORTH-NORTHEAST OF POWER POLE 10/72.
 OC2739'
 OC2739'REFERENCE MARK 2, STAMPED---MAPLEWOOD NO 2 1976---, IS A
 OC2739'STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OC2739'CONCRETE POST WHICH IS FLUSH WITH THE GROUND. IT IS 44 FEET
 OC2739'SOUTH-SOUTHEAST OF POWER POLE 10/72 AND 20 FEET SOUTHWEST OF
 OC2739'THE CENTERLINE OF THE ROAD.
 OC2739'
 OC2739'THE AZIMUTH MARK, STAMPED---MAPLEWOOD AZ 1976---, IS A
 OC2739'STANDARD DISK SET IN THE TOP OF A 12-INCH
 OC2739'CYLINDRICAL CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES
 OC2739'ABOVE THE GROUND SURFACE. IT IS 5.0 FEET WEST-NORTHWEST
 OC2739'OF POWER POLE 14/76, 4.5 FEET SOUTH OF A STONE WALL, 4.5
 OC2739'FEET SOUTHEAST OF A METAL WITNESS POST AND 23.0 FEET NORTH-
 OC2739'NORTHEAST OF THE CENTERLINE OF THE ROAD.
 OC2739'
 OC2739'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WESTERLY ON
 OC2739'THE WIGGIN MOUNTAIN ROAD FOR 0.15 MILE TO THE AZIMUTH
 OC2739'MARK ON THE RIGHT NEXT TO AN OLD CEMETERY.
 OC2739'
 OC2739'THE HEIGHT OF LIGHT ABOVE THE STATION WAS 1 METER.
 OC2739'
 OC2739'DESCRIBED BY PHILIP H. PARENT JR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2741 ***********************************************************************
 OC2741  DESIGNATION -  MAPLEWOOD AZ MK
 OC2741  PID         -  OC2741
 OC2741  STATE/COUNTY-  ME/YORK
 OC2741  USGS QUAD   -  WEST NEWFIELD (1983)
 OC2741
 OC2741                         *CURRENT SURVEY CONTROL
 OC2741  ___________________________________________________________________
 OC2741* NAD 83(1996)-  43 40 35.17476(N)    070 55 16.04659(W)     ADJUSTED  
 OC2741* NAVD 88     -       165.5    (meters)     543.     (feet)  VERTCON   
 OC2741  ___________________________________________________________________
 OC2741  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 OC2741  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 OC2741
 OC2741  HORZ ORDER  -  SECOND
 OC2741
 OC2741.The horizontal coordinates were established by classical geodetic methods
 OC2741.and adjusted by the National Geodetic Survey in March 1998..
 OC2741
 OC2741.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2741
 OC2741.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2741
 OC2741.The geoid height was determined by GEOID03.
 OC2741
 OC2741;                    North         East     Units Scale Factor Converg.
 OC2741;SPC ME W     -    93,940.431   839,161.907   MT  1.00001217   -0 31 15.7
 OC2741;UTM  19      - 4,837,729.744   345,139.626   MT  0.99989498   -1 19 37.1
 OC2741
 OC2741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2741!SPC ME W     -   0.99997828  x   1.00001217  =   0.99999045
 OC2741!UTM  19      -   0.99997828  x   0.99989498  =   0.99987327
 OC2741
 OC2741                          SUPERSEDED SURVEY CONTROL
 OC2741
 OC2741  NAD 83(1992)-  43 40 35.17354(N)    070 55 16.04865(W) AD(       ) 2
 OC2741  NAD 83(1986)-  43 40 35.18141(N)    070 55 16.05458(W) AD(       ) 2
 OC2741  NAD 27      -  43 40 34.90281(N)    070 55 17.82478(W) AD(       ) 2
 OC2741  NGVD 29 (07/19/86)  165.7    (m)          544.     (f) VERT ANG       
 OC2741
 OC2741.Superseded values are not recommended for survey control.
 OC2741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2741.See file dsdata.txt to determine how the superseded data were derived.
 OC2741
 OC2741_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ4514037730(NAD 83)
 OC2741_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OC2741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC2741_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC2741
 OC2741  HISTORY     - Date     Condition        Report By
 OC2741  HISTORY     - 1976     MONUMENTED       NGS
 OC2741
 OC2741                          STATION DESCRIPTION
 OC2741
 OC2741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2741'THIS STATION WAS ESTABLISHED BY AN EDM MEASUREMENT FROM
 OC2741'TRAVERSE STATION MAPLEWOOD 1976.  SEE DESCRIPTION THEREOF.
 OC2741'
 OC2741'DESCRIBED BY GREGORY S. NELSON.
 OC2741'
 OC2741'THE HEIGHT OF LIGHT ABOVE THE STATION WAS 1.0 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2579 ***********************************************************************
 PE2579  DESIGNATION -  MARBLE
 PE2579  PID         -  PE2579
 PE2579  STATE/COUNTY-  ME/WALDO
 PE2579  USGS QUAD   -  NORTH HAVEN WEST (1983)
 PE2579
 PE2579                         *CURRENT SURVEY CONTROL
 PE2579  ___________________________________________________________________
 PE2579* NAD 83(1996)-  44 14 04.83177(N)    068 56 27.96854(W)     ADJUSTED  
 PE2579* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 PE2579  ___________________________________________________________________
 PE2579  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 PE2579  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 PE2579
 PE2579  HORZ ORDER  -  THIRD
 PE2579
 PE2579.The horizontal coordinates were established by classical geodetic methods
 PE2579.and adjusted by the National Geodetic Survey in March 1998..
 PE2579
 PE2579.The orthometric height was scaled from a topographic map.
 PE2579
 PE2579.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2579
 PE2579.The geoid height was determined by GEOID03.
 PE2579
 PE2579;                    North         East     Units Scale Factor Converg.
 PE2579;SPC ME E     -    63,200.496   264,764.120   MT  0.99991526   -0 18 27.8
 PE2579;UTM  19      - 4,897,939.954   504,703.413   MT  0.99960027   +0 02 27.9
 PE2579
 PE2579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2579!SPC ME E     -   1.00000325  x   0.99991526  =   0.99991851
 PE2579!UTM  19      -   1.00000325  x   0.99960027  =   0.99960352
 PE2579
 PE2579                          SUPERSEDED SURVEY CONTROL
 PE2579
 PE2579  NAD 83(1992)-  44 14 04.83708(N)    068 56 27.94837(W) AD(       ) 3
 PE2579  NAD 83(1986)-  44 14 04.83815(N)    068 56 27.95255(W) AD(       ) 3
 PE2579
 PE2579.Superseded values are not recommended for survey control.
 PE2579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2579.See file dsdata.txt to determine how the superseded data were derived.
 PE2579
 PE2579_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ0470397940(NAD 83)
 PE2579_MARKER: B = BOLT
 PE2579_SETTING: 66 = SET IN ROCK OUTCROP
 PE2579_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 PE2579_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2579_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE2579+STABILITY: POSITION/ELEVATION WELL
 PE2579
 PE2579  HISTORY     - Date     Condition        Report By
 PE2579  HISTORY     - 1983     MONUMENTED       NOS
 PE2579
 PE2579                          STATION DESCRIPTION
 PE2579
 PE2579'DESCRIBED BY NATIONAL OCEAN SERVICE 1983 (WVH)
 PE2579'THE STATION IS LOCATED ON THE WEST SIDE OF JOB ISLAND IN WEST
 PE2579'PENOBSCOT BAY.
 PE2579'
 PE2579'THE STATION IS A LARGE BRASS SCREW WITH A CROSS CUT INTO THE TOP
 PE2579'AND IS CEMENTED INTO A DRILL HOLE IN A MARBLE BEDROCK OUTCROPPING.
 PE2579'THE STATION IS APPROXIMATELY 1/4 MILE SOUTH OF A NARROW NECK THAT
 PE2579'JOINS JOB ISLAND TO MIDDLE ISLAND.  IT IS 13 METERS SOUTH OF
 PE2579'THE NORTH POINT OF BEDROCK AND 3.6 METERS EAST OF THE WEST EDGE
 PE2579'OF THE BEDROCK   THE STATION IS BEST REACHED BY BOAT
 PE2579'WITH SUITABLE LANDINGS NEAR THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0513 ***********************************************************************
 QH0513  DESIGNATION -  MARBLE IBC
 QH0513  PID         -  QH0513
 QH0513  STATE/COUNTY-  ME/OXFORD
 QH0513  USGS QUAD   -  MOOSE BOG (1989)
 QH0513
 QH0513                         *CURRENT SURVEY CONTROL
 QH0513  ___________________________________________________________________
 QH0513* NAD 83(1996)-  45 19 59.14396(N)    071 00 47.09107(W)     ADJUSTED  
 QH0513* NAVD 88     -       601.     (meters)    1972.     (feet)  SCALED    
 QH0513  ___________________________________________________________________
 QH0513  LAPLACE CORR-           4.55  (seconds)                    DEFLEC99
 QH0513  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 QH0513
 QH0513  HORZ ORDER  -  THIRD
 QH0513
 QH0513.The horizontal coordinates were established by classical geodetic methods
 QH0513.and adjusted by the National Geodetic Survey in March 1998..
 QH0513
 QH0513.The orthometric height was scaled from a topographic map.
 QH0513
 QH0513.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0513
 QH0513.The geoid height was determined by GEOID03.
 QH0513
 QH0513;                    North         East     Units Scale Factor Converg.
 QH0513;SPC ME W     -   278,097.553   833,652.970   MT  1.00002077   -0 36 07.2
 QH0513;SPC NH       -   314,984.343   351,231.991   MT  0.99999893   +0 27 53.4
 QH0513;SPC NH       - 1,033,411.13  1,152,333.62   sFT  0.99999893   +0 27 53.4
 QH0513;UTM  19      - 5,021,925.387   342,260.759   MT  0.99990593   -1 25 55.2
 QH0513
 QH0513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0513!SPC ME W     -   0.99990986  x   1.00002077  =   0.99993063
 QH0513!SPC NH       -   0.99990986  x   0.99999893  =   0.99990879
 QH0513!UTM  19      -   0.99990986  x   0.99990593  =   0.99981580
 QH0513
 QH0513:                Primary Azimuth Mark                     Grid Az
 QH0513:SPC ME W     -  NICOLLET                                 140 06 49.1
 QH0513:SPC NH       -  NICOLLET                                 139 02 48.5
 QH0513:UTM  19      -  NICOLLET                                 140 56 37.1
 QH0513
 QH0513|---------------------------------------------------------------------|
 QH0513| PID    Reference Object                     Distance      Geod. Az  |
 QH0513|                                                           dddmmss.s |
 QH0513| QH0381 NICOLLET                            APPROX. 2.9 KM 1393041.9 |
 QH0513|---------------------------------------------------------------------|
 QH0513
 QH0513                          SUPERSEDED SURVEY CONTROL
 QH0513
 QH0513  NAD 83(1992)-  45 19 59.14369(N)    071 00 47.08849(W) AD(       ) 3
 QH0513  NAD 83(1992)-  45 19 59.14985(N)    071 00 47.08455(W) AD(       ) 3
 QH0513  NAD 83(1986)-  45 19 59.14731(N)    071 00 47.08699(W) AD(       ) 3
 QH0513  NAD 27      -  45 19 58.98000(N)    071 00 48.82500(W) AD(       ) 3
 QH0513
 QH0513.Superseded values are not recommended for survey control.
 QH0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0513.See file dsdata.txt to determine how the superseded data were derived.
 QH0513
 QH0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL4226121925(NAD 83)
 QH0513_MARKER: DD = SURVEY DISK
 QH0513_SETTING: 80 = SET IN A BOULDER
 QH0513_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QH0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0513+STABILITY: SURFACE MOTION
 QH0513
 QH0513  HISTORY     - Date     Condition        Report By
 QH0513  HISTORY     - 1916     MONUMENTED       IBC
 QH0513  HISTORY     - 1940     MARK NOT FOUND   IBC
 QH0513
 QH0513                          STATION DESCRIPTION
 QH0513
 QH0513'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1916 (JH)
 QH0513'IN CHESHAM TOWNSHIP, ON MARBLE MOUNTAIN, ABOUT 5 MILES SOUTHWEST OF
 QH0513'CHESHAM, QUEBEC, AND 1 MILE SOUTH OF MONUMENT 470, WHICH IS ON
 QH0513'SADDLE HILL.  THE STATION IS ON THE HIGHEST POINT OF THE PEAK, ABOUT
 QH0513'20 FEET NORTH OF ITS SOUTH EDGE ON OUTCROPPING ROCK AND ABOUT 250
 QH0513'FEET SOUTHWEST OF THE BOUNDARY.
 QH0513'
 QH0513'STATION MARK--A BRONZE DISK CEMENTED IN A DRILL HOLE IN ROCK.
 QH0513
 QH0513                          STATION RECOVERY (1940)
 QH0513
 QH0513'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1940 (FHB)
 QH0513'STATION NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0503 ***********************************************************************
 PE0503  DESIGNATION -  MARCH 20 USGS
 PE0503  PID         -  PE0503
 PE0503  STATE/COUNTY-  ME/PENOBSCOT
 PE0503  USGS QUAD   -  BANGOR (1991)
 PE0503
 PE0503                         *CURRENT SURVEY CONTROL
 PE0503  ___________________________________________________________________
 PE0503* NAD 83(1986)-  44 48 02.     (N)    068 45 47.     (W)     SCALED    
 PE0503* NAVD 88     -         4.718  (meters)      15.48   (feet)  ADJUSTED  
 PE0503  ___________________________________________________________________
 PE0503  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 PE0503  DYNAMIC HT  -           4.717 (meters)      15.48  (feet)  COMP
 PE0503  MODELED GRAV-     980,583.8   (mgal)                       NAVD 88
 PE0503
 PE0503  VERT ORDER  -  FIRST     CLASS II
 PE0503
 PE0503.The horizontal coordinates were scaled from a topographic map and have
 PE0503.an estimated accuracy of +/- 6 seconds.
 PE0503
 PE0503.The orthometric height was determined by differential leveling
 PE0503.and adjusted by the National Geodetic Survey in June 1991..
 PE0503
 PE0503.The geoid height was determined by GEOID03.
 PE0503
 PE0503.The dynamic height is computed by dividing the NAVD 88
 PE0503.geopotential number by the normal gravity value computed on the
 PE0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0503.degrees latitude (g = 980.6199 gals.).
 PE0503
 PE0503.The modeled gravity was interpolated from observed gravity values.
 PE0503
 PE0503;                    North         East    Units  Estimated Accuracy
 PE0503;SPC ME E     -   126,020.      279,190.      MT  (+/- 180 meters Scaled)
 PE0503
 PE0503                          SUPERSEDED SURVEY CONTROL
 PE0503
 PE0503  NGVD 29 (??/??/92)    4.931  (m)           16.18   (f) ADJ UNCH    1 2
 PE0503
 PE0503.Superseded values are not recommended for survey control.
 PE0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0503.See file dsdata.txt to determine how the superseded data were derived.
 PE0503
 PE0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK187608(NAD 83)
 PE0503_MARKER: DD = SURVEY DISK
 PE0503_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE0503_SP_SET: BRIDGE WALL
 PE0503_STAMPING: MARCH 20 1936
 PE0503_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0503
 PE0503  HISTORY     - Date     Condition        Report By
 PE0503  HISTORY     - 1936     MONUMENTED       USGS
 PE0503  HISTORY     - 1966     GOOD             NGS
 PE0503  HISTORY     - 1978     GOOD             NGS
 PE0503  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 PE0503  HISTORY     - 1988     GOOD             USPSQD
 PE0503  HISTORY     - 1990     GOOD             USPSQD
 PE0503
 PE0503                          STATION DESCRIPTION
 PE0503
 PE0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0503'AT BANGOR.
 PE0503'AT BANGOR, ALONG THE MAINE CENTRAL RAILROAD, ABOUT 0.1 MILE
 PE0503'EAST ALONG THE RAILROAD FROM THE BANGOR-BREWER BRIDGE OVER THE
 PE0503'PENOBSCOT RIVER AND THE RAILROAD, BETWEEN THE TRACK AND
 PE0503'WASHINGTON STREET, SET VERTICALLY IN THE SOUTH FACE OF A STONE
 PE0503'WALL WHICH IS PART OF THE WING WALL FOR THE RAILROAD BRIDGE,
 PE0503'19.4 FEET NORTH OF THE NORTH RAIL OF THE EAST-WEST TRACK, 27.3
 PE0503'FEET WEST OF THE EAST END OF THE WALL AND 2.3 FEET ABOVE THE
 PE0503'LEVEL OF THE GROUND.
 PE0503
 PE0503                          STATION RECOVERY (1978)
 PE0503
 PE0503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PE0503'RECOVERED IN GOOD CONDITION.
 PE0503
 PE0503                          STATION RECOVERY (1984)
 PE0503
 PE0503'RECOVERY NOTE BY US POWER SQUADRON 1984
 PE0503'MARK NOT FOUND.
 PE0503
 PE0503                          STATION RECOVERY (1988)
 PE0503
 PE0503'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE0503'RECOVERED IN GOOD CONDITION.
 PE0503
 PE0503                          STATION RECOVERY (1990)
 PE0503
 PE0503'RECOVERY NOTE BY US POWER SQUADRON 1990 (ELG)
 PE0503'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0502 ***********************************************************************
 PE0502  DESIGNATION -  MARCH 21 USGS
 PE0502  PID         -  PE0502
 PE0502  STATE/COUNTY-  ME/PENOBSCOT
 PE0502  USGS QUAD   -  BANGOR (1991)
 PE0502
 PE0502                         *CURRENT SURVEY CONTROL
 PE0502  ___________________________________________________________________
 PE0502* NAD 83(1986)-  44 48 02.     (N)    068 45 47.     (W)     SCALED    
 PE0502* NAVD 88     -         5.570  (meters)      18.27   (feet)  ADJUSTED  
 PE0502  ___________________________________________________________________
 PE0502  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 PE0502  DYNAMIC HT  -           5.570 (meters)      18.27  (feet)  COMP
 PE0502  MODELED GRAV-     980,583.8   (mgal)                       NAVD 88
 PE0502
 PE0502  VERT ORDER  -  FIRST     CLASS II
 PE0502
 PE0502.The horizontal coordinates were scaled from a topographic map and have
 PE0502.an estimated accuracy of +/- 6 seconds.
 PE0502
 PE0502.The orthometric height was determined by differential leveling
 PE0502.and adjusted by the National Geodetic Survey in June 1991..
 PE0502
 PE0502.The geoid height was determined by GEOID03.
 PE0502
 PE0502.The dynamic height is computed by dividing the NAVD 88
 PE0502.geopotential number by the normal gravity value computed on the
 PE0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0502.degrees latitude (g = 980.6199 gals.).
 PE0502
 PE0502.The modeled gravity was interpolated from observed gravity values.
 PE0502
 PE0502;                    North         East    Units  Estimated Accuracy
 PE0502;SPC ME E     -   126,020.      279,190.      MT  (+/- 180 meters Scaled)
 PE0502
 PE0502                          SUPERSEDED SURVEY CONTROL
 PE0502
 PE0502  NGVD 29 (??/??/92)    5.784  (m)           18.98   (f) ADJ UNCH    1 2
 PE0502
 PE0502.Superseded values are not recommended for survey control.
 PE0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0502.See file dsdata.txt to determine how the superseded data were derived.
 PE0502
 PE0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK187608(NAD 83)
 PE0502_MARKER: DD = SURVEY DISK
 PE0502_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE0502_SP_SET: BRIDGE WALL
 PE0502_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0502
 PE0502  HISTORY     - Date     Condition        Report By
 PE0502  HISTORY     - UNK      MONUMENTED       USGS
 PE0502  HISTORY     - 1966     GOOD             NGS
 PE0502  HISTORY     - 1978     GOOD             NGS
 PE0502  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 PE0502  HISTORY     - 1988     GOOD             USPSQD
 PE0502  HISTORY     - 1990     GOOD             USPSQD
 PE0502
 PE0502                          STATION DESCRIPTION
 PE0502
 PE0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0502'AT BANGOR.
 PE0502'AT BANGOR, ALONG THE MAINE CENTRAL RAILROAD, ABOUT 0.1 MILE
 PE0502'EAST ALONG THE RAILROAD FROM THE BANGOR-BREWER BRIDGE OVER THE
 PE0502'PENOBSCOT RIVER AND THE RAILROAD, BETWEEN THE TRACK AND
 PE0502'WASHINGTON STREET, SET VERTICALLY IN THE SOUTH FACE OF A STONE
 PE0502'WALL WHICH IS PART OF WING WALL FOR THE RAILROAD BRIDGE, 19.5
 PE0502'FEET NORTH OF THE NORTH RAIL OF EAST-WEST TRACK, 26.3 FEET WEST
 PE0502'OF THE EAST END OF THE WALL, 1 FOOT EAST OF AND 2.9 FEET ABOVE
 PE0502'BENCH MARK MARCH 20 (USGS) DESCRIBED, AND 5 FEET ABOVE THE
 PE0502'LEVEL OF THE TRACK.  NOTE-- MARCH 21 1902 FLOOD MAY 1 1923
 PE0502'0.90 FT BELOW THIS MARK.
 PE0502
 PE0502                          STATION RECOVERY (1978)
 PE0502
 PE0502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PE0502'RECOVERED IN GOOD CONDITION.
 PE0502
 PE0502                          STATION RECOVERY (1984)
 PE0502
 PE0502'RECOVERY NOTE BY US POWER SQUADRON 1984
 PE0502'MARK NOT FOUND.
 PE0502
 PE0502                          STATION RECOVERY (1988)
 PE0502
 PE0502'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE0502'RECOVERED IN GOOD CONDITION.
 PE0502
 PE0502                          STATION RECOVERY (1990)
 PE0502
 PE0502'RECOVERY NOTE BY US POWER SQUADRON 1990 (ELG)
 PE0502'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1445 ***********************************************************************
 OC1445  DESIGNATION -  MARE
 OC1445  PID         -  OC1445
 OC1445  STATE/COUNTY-  ME/CUMBERLAND
 OC1445  USGS QUAD   -  FREEPORT (1970)
 OC1445
 OC1445                         *CURRENT SURVEY CONTROL
 OC1445  ___________________________________________________________________
 OC1445* NAD 83(1996)-  43 49 22.26012(N)    070 01 36.63679(W)     ADJUSTED  
 OC1445* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 OC1445  ___________________________________________________________________
 OC1445  LAPLACE CORR-           3.21  (seconds)                    DEFLEC99
 OC1445  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 OC1445
 OC1445  HORZ ORDER  -  THIRD
 OC1445
 OC1445.The horizontal coordinates were established by classical geodetic methods
 OC1445.and adjusted by the National Geodetic Survey in March 1998..
 OC1445
 OC1445.The orthometric height was scaled from a topographic map.
 OC1445
 OC1445.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1445
 OC1445.The geoid height was determined by GEOID03.
 OC1445
 OC1445;                    North         East     Units Scale Factor Converg.
 OC1445;SPC ME W     -   109,940.286   911,247.619   MT  0.99996822   +0 05 48.5
 OC1445;UTM  19      - 4,852,709.856   417,428.986   MT  0.99968386   -0 42 39.8
 OC1445
 OC1445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1445!SPC ME W     -   1.00000394  x   0.99996822  =   0.99997216
 OC1445!UTM  19      -   1.00000394  x   0.99968386  =   0.99968780
 OC1445
 OC1445|---------------------------------------------------------------------|
 OC1445| PID    Reference Object                     Distance      Geod. Az  |
 OC1445|                                                           dddmmss.s |
 OC1445| OC1446 MARE POINT FLAGPOLE                 114.999 METERS 03521     |
 OC1445| CE8300 MARE RM 1                             3.962 METERS 07724     |
 OC1445| OB0578 KELLOGG                             APPROX. 4.6 KM 0783058.0 |
 OC1445| OC1453 HARPSWELL BAPTIST CHURCH SPIRE      APPROX. 6.4 KM 1690812.3 |
 OC1445| CE8301 MARE RM 2                             2.741 METERS 18638     |
 OC1445|---------------------------------------------------------------------|
 OC1445
 OC1445                          SUPERSEDED SURVEY CONTROL
 OC1445
 OC1445  NAD 83(1992)-  43 49 22.25845(N)    070 01 36.63660(W) AD(       ) 3
 OC1445  NAD 83(1986)-  43 49 22.26424(N)    070 01 36.64181(W) AD(       ) 3
 OC1445  NAD 27      -  43 49 21.97100(N)    070 01 38.46800(W) AD(       ) 3
 OC1445
 OC1445.Superseded values are not recommended for survey control.
 OC1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1445.See file dsdata.txt to determine how the superseded data were derived.
 OC1445
 OC1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ1742952710(NAD 83)
 OC1445_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OC1445+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2006
 OC1445
 OC1445  HISTORY     - Date     Condition        Report By
 OC1445  HISTORY     - 1933     MONUMENTED       CGS
 OC1445  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OC1445  HISTORY     - 20060902 GOOD             USPSQD
 OC1445
 OC1445                          STATION DESCRIPTION
 OC1445
 OC1445'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1445'STATION IS ON THE BARE ROCK WHICH FORMS THE EXTREME S END OF
 OC1445'MARE POINT-CASCO BAY.
 OC1445'
 OC1445'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN
 OC1445'DRILL HOLES IN OUTCROPPING BEDROCK.
 OC1445'
 OC1445'STATION AND BOTH REFERENCE MARKS ARE ON THE NARROW ROCKY RIDGE WHIC
 OC1445'WHICH PROJECTS OUT FROM THE MAINLAND TO THE HIGH-WATER LINE.
 OC1445'
 OC1445'HEIGHT OF SIGNAL ABOVE STATION MARK - 2 METERS.
 OC1445
 OC1445                          STATION RECOVERY (1942)
 OC1445
 OC1445'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OC1445'RECOVERED AS DESCRIBED.  DESCRIPTION COMPLETE AND ADEQUATE.
 OC1445
 OC1445                          STATION RECOVERY (2006)
 OC1445
 OC1445'RECOVERY NOTE BY US POWER SQUADRON 2006 (SWH)
 OC1445'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1449 ***********************************************************************
 OC1449  DESIGNATION -  MARE POINT 1854
 OC1449  PID         -  OC1449
 OC1449  STATE/COUNTY-  ME/CUMBERLAND
 OC1449  USGS QUAD   -  FREEPORT (1970)
 OC1449
 OC1449                         *CURRENT SURVEY CONTROL
 OC1449  ___________________________________________________________________
 OC1449* NAD 83(1996)-  43 49 50.45677(N)    070 00 59.80287(W)     ADJUSTED  
 OC1449* NAVD 88     -        20.     (meters)      66.     (feet)  SCALED    
 OC1449  ___________________________________________________________________
 OC1449  LAPLACE CORR-           3.24  (seconds)                    DEFLEC99
 OC1449  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 OC1449
 OC1449  HORZ ORDER  -  THIRD
 OC1449
 OC1449.The horizontal coordinates were established by classical geodetic methods
 OC1449.and adjusted by the National Geodetic Survey in March 1998..
 OC1449
 OC1449.The orthometric height was scaled from a topographic map.
 OC1449
 OC1449.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1449
 OC1449.The geoid height was determined by GEOID03.
 OC1449
 OC1449;                    North         East     Units Scale Factor Converg.
 OC1449;SPC ME W     -   110,811.948   912,069.093   MT  0.99996846   +0 06 14.1
 OC1449;UTM  19      - 4,853,569.602   418,262.431   MT  0.99968217   -0 42 14.7
 OC1449
 OC1449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1449!SPC ME W     -   1.00000096  x   0.99996846  =   0.99996942
 OC1449!UTM  19      -   1.00000096  x   0.99968217  =   0.99968313
 OC1449
 OC1449                          SUPERSEDED SURVEY CONTROL
 OC1449
 OC1449  NAD 83(1992)-  43 49 50.45511(N)    070 00 59.80257(W) AD(       ) 3
 OC1449  NAD 83(1986)-  43 49 50.46089(N)    070 00 59.80775(W) AD(       ) 3
 OC1449  NAD 27      -  43 49 50.16000(N)    070 01 01.63000(W) AD(       ) 3
 OC1449
 OC1449.Superseded values are not recommended for survey control.
 OC1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1449.See file dsdata.txt to determine how the superseded data were derived.
 OC1449
 OC1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ1826253570(NAD 83)
 OC1449
 OC1449  HISTORY     - Date     Condition        Report By
 OC1449  HISTORY     - 1854     MONUMENTED       CGS
 OC1449  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1449
 OC1449                          STATION DESCRIPTION
 OC1449
 OC1449'DESCRIBED BY COAST AND GEODETIC SURVEY 1854 (COB)
 OC1449'STATION IS ON A HIGH BARE ROCK ON THE EASTERN SIDE OF MARE POINT
 OC1449'NECK AND ABOUT 3/4 MILE FROM ITS EXTREME SOUTHERN POINT.  THE
 OC1449'NECK IS IN THE NORTHERN PART OF CASCO BAY AND LIES BETWEEN
 OC1449'MARE POINT BAY AND MEQUOITS BAY.  THE STATION IS MARKED BY A HOLE
 OC1449'DRILLED IN THE ROCK.
 OC1449
 OC1449                          STATION RECOVERY (1933)
 OC1449
 OC1449'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1449'STATION LOST.  NO SIGN OF DRILL HOLE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1446 ***********************************************************************
 OC1446  DESIGNATION -  MARE POINT FLAGPOLE
 OC1446  PID         -  OC1446
 OC1446  STATE/COUNTY-  ME/CUMBERLAND
 OC1446  USGS QUAD   -  FREEPORT (1970)
 OC1446
 OC1446                         *CURRENT SURVEY CONTROL
 OC1446  ___________________________________________________________________
 OC1446* NAD 83(1996)-  43 49 25.29901(N)    070 01 33.65883(W)     ADJUSTED  
 OC1446* NAVD 88     -                                                        
 OC1446  ___________________________________________________________________
 OC1446  LAPLACE CORR-           3.21  (seconds)                    DEFLEC99
 OC1446  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 OC1446
 OC1446  HORZ ORDER  -  THIRD
 OC1446
 OC1446.The horizontal coordinates were established by classical geodetic methods
 OC1446.and adjusted by the National Geodetic Survey in March 1998..
 OC1446
 OC1446
 OC1446.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1446
 OC1446.The geoid height was determined by GEOID03.
 OC1446
 OC1446;                    North         East     Units Scale Factor Converg.
 OC1446;SPC ME W     -   110,034.187   911,314.002   MT  0.99996824   +0 05 50.6
 OC1446;UTM  19      - 4,852,802.784   417,496.667   MT  0.99968372   -0 42 37.8
 OC1446
 OC1446                          SUPERSEDED SURVEY CONTROL
 OC1446
 OC1446  NAD 83(1992)-  43 49 25.29734(N)    070 01 33.65863(W) AD(       ) 4
 OC1446  NAD 83(1986)-  43 49 25.30312(N)    070 01 33.66383(W) AD(       ) 4
 OC1446  NAD 27      -  43 49 25.01100(N)    070 01 35.49000(W) AD(       ) 3
 OC1446
 OC1446.Superseded values are not recommended for survey control.
 OC1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1446.See file dsdata.txt to determine how the superseded data were derived.
 OC1446
 OC1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ1749752803(NAD 83)
 OC1446
 OC1446  HISTORY     - Date     Condition        Report By
 OC1446  HISTORY     - 1933     MONUMENTED       CGS
 OC1446  HISTORY     - 1941     SEE DESCRIPTION  CGS
 OC1446
 OC1446                          STATION DESCRIPTION
 OC1446
 OC1446'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1446'THIS STATION IS THE MOST SOUTHERLY OF SEVERAL
 OC1446'FLAGPOLES ON THE S END OF MARE NECK IN CASCO BAY
 OC1446'AND STANDS ABOUT 100 YARDS N OF THE EXTREME TIP (S) OF THE NECK.
 OC1446
 OC1446                          STATION RECOVERY (1941)
 OC1446
 OC1446'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FLP)
 OC1446'RECOVERED AS DESCRIBED IN 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0583 ***********************************************************************
 OB0583  DESIGNATION -  MARE PT STEARRIS BARN N GABLE
 OB0583  PID         -  OB0583
 OB0583  STATE/COUNTY-  ME/CUMBERLAND
 OB0583  USGS QUAD   -  ORRS ISLAND (1997)
 OB0583
 OB0583                         *CURRENT SURVEY CONTROL
 OB0583  ___________________________________________________________________
 OB0583* NAD 83(1996)-  43 50 53.43694(N)    069 59 49.43798(W)     ADJUSTED  
 OB0583* NAVD 88     -                                                        
 OB0583  ___________________________________________________________________
 OB0583  LAPLACE CORR-           3.16  (seconds)                    DEFLEC99
 OB0583  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 OB0583
 OB0583  HORZ ORDER  -  THIRD
 OB0583
 OB0583.The horizontal coordinates were established by classical geodetic methods
 OB0583.and adjusted by the National Geodetic Survey in March 1998..
 OB0583
 OB0583
 OB0583.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0583
 OB0583.The geoid height was determined by GEOID03.
 OB0583
 OB0583;                    North         East     Units Scale Factor Converg.
 OB0583;SPC ME W     -   112,758.718   913,637.201   MT  0.99996895   +0 07 03.0
 OB0583;UTM  19      - 4,855,493.508   419,857.380   MT  0.99967900   -0 41 26.7
 OB0583
 OB0583                          SUPERSEDED SURVEY CONTROL
 OB0583
 OB0583  NAD 83(1992)-  43 50 53.43532(N)    069 59 49.43764(W) AD(       ) 4
 OB0583  NAD 83(1986)-  43 50 53.44107(N)    069 59 49.44282(W) AD(       ) 4
 OB0583  NAD 27      -  43 50 53.15000(N)    069 59 51.27000(W) AD(       ) 3
 OB0583
 OB0583.Superseded values are not recommended for survey control.
 OB0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0583.See file dsdata.txt to determine how the superseded data were derived.
 OB0583
 OB0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ1985755494(NAD 83)
 OB0583
 OB0583  HISTORY     - Date     Condition        Report By
 OB0583  HISTORY     - UNK      MONUMENTED
 OB0583  HISTORY     - 1941     SEE DESCRIPTION  CGS
 OB0583  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0583
 OB0583                          STATION DESCRIPTION
 OB0583
 OB0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (LLS)
 OB0583'POSITION COULD NOT BE USED IN THE RADIAL PLOT, AS THIS BARN
 OB0583'EVIDENTLY HAS BEEN REMODELED.
 OB0583
 OB0583                          STATION RECOVERY (1942)
 OB0583
 OB0583'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OB0583'STATION WAS TORN DOWN IN 1937 AND IS NOW DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1623 ***********************************************************************
 OC1623  DESIGNATION -  MARINE RAILWAY USE
 OC1623  PID         -  OC1623
 OC1623  STATE/COUNTY-  ME/CUMBERLAND
 OC1623  USGS QUAD   -  PORTLAND EAST (1975)
 OC1623
 OC1623                         *CURRENT SURVEY CONTROL
 OC1623  ___________________________________________________________________
 OC1623* NAD 83(1996)-  43 39 01.33844(N)    070 14 39.65425(W)     ADJUSTED  
 OC1623* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 OC1623  ___________________________________________________________________
 OC1623  LAPLACE CORR-           3.43  (seconds)                    DEFLEC99
 OC1623  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 OC1623
 OC1623  HORZ ORDER  -  THIRD
 OC1623
 OC1623.The horizontal coordinates were established by classical geodetic methods
 OC1623.and adjusted by the National Geodetic Survey in March 1998..
 OC1623
 OC1623.The orthometric height was scaled from a topographic map.
 OC1623
 OC1623.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1623
 OC1623.The geoid height was determined by GEOID03.
 OC1623
 OC1623;                    North         East     Units Scale Factor Converg.
 OC1623;SPC ME W     -    90,770.797   893,733.182   MT  0.99996715   -0 03 13.0
 OC1623;UTM  19      - 4,833,793.822   399,651.112   MT  0.99972386   -0 51 32.4
 OC1623
 OC1623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1623!SPC ME W     -   1.00000397  x   0.99996715  =   0.99997112
 OC1623!UTM  19      -   1.00000397  x   0.99972386  =   0.99972783
 OC1623
 OC1623:                Primary Azimuth Mark                     Grid Az
 OC1623:SPC ME W     -  GRAND TRUNK USE                          006 27 08.4
 OC1623:UTM  19      -  GRAND TRUNK USE                          007 15 27.8
 OC1623
 OC1623|---------------------------------------------------------------------|
 OC1623| PID    Reference Object                     Distance      Geod. Az  |
 OC1623|                                                           dddmmss.s |
 OC1623| OC1625 GRAND TRUNK USE                     APPROX. 1.1 KM 0062355.4 |
 OC1623| OC1619 WHIDDEN USE 1909                    364.921 METERS 05413     |
 OC1623|---------------------------------------------------------------------|
 OC1623
 OC1623                          SUPERSEDED SURVEY CONTROL
 OC1623
 OC1623  NAD 83(1992)-  43 39 01.33681(N)    070 14 39.65533(W) AD(       ) 3
 OC1623  NAD 83(1986)-  43 39 01.34287(N)    070 14 39.66086(W) AD(       ) 3
 OC1623  NAD 27      -  43 39 01.07000(N)    070 14 41.51000(W) AD(       ) 3
 OC1623
 OC1623.Superseded values are not recommended for survey control.
 OC1623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1623.See file dsdata.txt to determine how the superseded data were derived.
 OC1623
 OC1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9965133794(NAD 83)
 OC1623
 OC1623  HISTORY     - Date     Condition        Report By
 OC1623  HISTORY     - UNK      MONUMENTED
 OC1623  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1623
 OC1623                          STATION DESCRIPTION
 OC1623
 OC1623'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1623'STATION LOST.  AUTHORITY OF U.S.E. OFFICE, PORTLAND,
 OC1623'MAINE.  THIS STATION WAS ESTABLISHED BY THE U.S.E. IN 1909.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1038 ***********************************************************************
 PD1038  DESIGNATION -  MARION
 PD1038  PID         -  PD1038
 PD1038  STATE/COUNTY-  ME/WASHINGTON
 PD1038  USGS QUAD   -  PORCUPINE MOUNTAIN (1987)
 PD1038
 PD1038                         *CURRENT SURVEY CONTROL
 PD1038  ___________________________________________________________________
 PD1038* NAD 83(1996)-  44 54 07.24503(N)    067 19 30.00722(W)     ADJUSTED  
 PD1038* NAVD 88     -        91.     (meters)     299.     (feet)  SCALED    
 PD1038  ___________________________________________________________________
 PD1038  LAPLACE CORR-           6.42  (seconds)                    DEFLEC99
 PD1038  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 PD1038
 PD1038  HORZ ORDER  -  THIRD
 PD1038
 PD1038.The horizontal coordinates were established by classical geodetic methods
 PD1038.and adjusted by the National Geodetic Survey in March 1998..
 PD1038
 PD1038.The orthometric height was scaled from a topographic map.
 PD1038
 PD1038.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1038
 PD1038.The geoid height was determined by GEOID03.
 PD1038
 PD1038;                    North         East     Units Scale Factor Converg.
 PD1038;SPC ME E     -   137,926.877   392,793.399   MT  1.00000585   +0 49 46.1
 PD1038;UTM  19      - 4,973,430.000   632,240.378   MT  0.99981504   +1 10 57.2
 PD1038
 PD1038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD1038!SPC ME E     -   0.99998939  x   1.00000585  =   0.99999524
 PD1038!UTM  19      -   0.99998939  x   0.99981504  =   0.99980443
 PD1038
 PD1038:                Primary Azimuth Mark                     Grid Az
 PD1038:SPC ME E     -  GRAVEL PIT                               221 31 26.9
 PD1038:UTM  19      -  GRAVEL PIT                               221 10 15.8
 PD1038
 PD1038|---------------------------------------------------------------------|
 PD1038| PID    Reference Object                     Distance      Geod. Az  |
 PD1038|                                                           dddmmss.s |
 PD1038| PD1040 GRAVEL PIT                          APPROX.11.0 KM 2222113.0 |
 PD1038|---------------------------------------------------------------------|
 PD1038
 PD1038                          SUPERSEDED SURVEY CONTROL
 PD1038
 PD1038  NAD 83(1992)-  44 54 07.24075(N)    067 19 30.00790(W) AD(       ) 3
 PD1038  NAD 83(1986)-  44 54 07.24084(N)    067 19 30.01324(W) AD(       ) 3
 PD1038  NAD 27      -  44 54 06.96587(N)    067 19 32.06791(W) AD(       ) 3
 PD1038
 PD1038.Superseded values are not recommended for survey control.
 PD1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1038.See file dsdata.txt to determine how the superseded data were derived.
 PD1038
 PD1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK3224073430(NAD 83)
 PD1038_MARKER: DD = SURVEY DISK
 PD1038_SETTING: 66 = SET IN ROCK OUTCROP
 PD1038_SP_SET: SET IN ROCK OUTCROP
 PD1038_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD1038_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD1038+STABILITY: POSITION/ELEVATION WELL
 PD1038
 PD1038  HISTORY     - Date     Condition        Report By
 PD1038  HISTORY     - 1928     MONUMENTED       USGS
 PD1038
 PD1038                          STATION DESCRIPTION
 PD1038
 PD1038'DESCRIBED BY US GEOLOGICAL SURVEY 1928 (BHY)
 PD1038'LOCATED 2.5 MI N. OF RR. STATION AT MARION ON PROMINENT CLEARED AND
 PD1038'CULTIVATED RIDGE KNOWN AS PLANTATION NO. 14, 390 FT W. OF CENTER OF
 PD1038'MAIN RD. (DISTANCE MEASURED ALONG BOULDER FENCE WHICH IS ON LINE
 PD1038'BETWEEN PROPERTY OWNED BY EVERETT BURKE AND PLINEY GRAY, THE LATTER-S
 PD1038'RESIDENCE BEING ALONG RD. JUST S. OF FENCE), LOCATED IN LARGE GRANITE
 PD1038'BOULDER NEAR CENTER OF FENCE ROW.  STATION MARK-  STANDARD DISK
 PD1038'IN GRANITE BOULDER, STAMPED---Y 1928---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1095 ***********************************************************************
 PD1095  DESIGNATION -  MARK 1862
 PD1095  PID         -  PD1095
 PD1095  STATE/COUNTY-  ME/WASHINGTON
 PD1095  USGS QUAD   -  JONESPORT (1977)
 PD1095
 PD1095                         *CURRENT SURVEY CONTROL
 PD1095  ___________________________________________________________________
 PD1095* NAD 83(1996)-  44 31 51.02736(N)    067 32 09.19140(W)     ADJUSTED  
 PD1095* NAVD 88     -        37.     (meters)     121.     (feet)  SCALED    
 PD1095  ___________________________________________________________________
 PD1095  LAPLACE CORR-           4.22  (seconds)                    DEFLEC99
 PD1095  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 PD1095
 PD1095  HORZ ORDER  -  THIRD
 PD1095
 PD1095.The horizontal coordinates were established by classical geodetic methods
 PD1095.and adjusted by the National Geodetic Survey in March 1998..
 PD1095
 PD1095.The orthometric height was scaled from a topographic map.
 PD1095
 PD1095.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1095
 PD1095.The geoid height was determined by GEOID03.
 PD1095
 PD1095;                    North         East     Units Scale Factor Converg.
 PD1095;SPC ME E     -    96,464.553   376,627.495   MT  0.99997219   +0 40 34.2
 PD1095;UTM  19      - 4,931,877.412   616,332.583   MT  0.99976643   +1 01 36.8
 PD1095
 PD1095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD1095!SPC ME E     -   0.99999783  x   0.99997219  =   0.99997002
 PD1095!UTM  19      -   0.99999783  x   0.99976643  =   0.99976426
 PD1095
 PD1095                          SUPERSEDED SURVEY CONTROL
 PD1095
 PD1095  NAD 83(1992)-  44 31 51.02286(N)    067 32 09.19023(W) AD(       ) 3
 PD1095  NAD 83(1986)-  44 31 51.01861(N)    067 32 09.19321(W) AD(       ) 3
 PD1095  NAD 27      -  44 31 50.73300(N)    067 32 11.22800(W) AD(       ) 3
 PD1095
 PD1095.Superseded values are not recommended for survey control.
 PD1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1095.See file dsdata.txt to determine how the superseded data were derived.
 PD1095
 PD1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK1633331877(NAD 83)
 PD1095
 PD1095  HISTORY     - Date     Condition        Report By
 PD1095  HISTORY     - 1862     MONUMENTED       COASUR
 PD1095  HISTORY     - 1913     SEE DESCRIPTION  CGS
 PD1095  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PD1095
 PD1095                          STATION DESCRIPTION
 PD1095
 PD1095'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 PD1095'STATION IS ON THE SUMMIT OF MARK ISLAND IN THE EASTERN ENTRANCE
 PD1095'OF MOOSE-A-BEC REACH, ABOUT 3 MILES E OF THE TOWN OF
 PD1095'JONESPORT.  THE STATION IS MARKED BY A TRIANGLE CUT ON E SIDE
 PD1095'OF A SPRUCE TREE ABOUT 8 FEET FROM THE GROUND.  THIS TREE IS THE
 PD1095'ONLY EVERGREEN ON THE IMMEDIATE SUMMIT AND IS ABOUT 15 FEET N
 PD1095'OF THE HIGHEST POINT OF THE HILL.  THE S SIDE OF THE TREE IS
 PD1095'DEAD TO A HEIGHT OF ABOUT 6 FEET, BEING FREE FROM BARK IN THIS
 PD1095'SECTION.  IN 1913 A NEW TRIANGLE WAS CUT ON THE TREE A
 PD1095'LITTLE MORE TOWARD THE N SIDE AND ABOUT 3 FEET FROM THE
 PD1095'GROUND.
 PD1095
 PD1095                          STATION RECOVERY (1934)
 PD1095
 PD1095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PD1095'THE STATION WAS RECOVERED AS DESCRIBED, BEING A SPRUCE TREE WITH
 PD1095'TRIANGULAR BLAZE.  THE TREE IS STILL STANDING BUT IS DEAD.
 PD1095'
 PD1095'A NEW STATION MARK 2 WAS ESTABLISHED IN 1934 AT A POINT ABOUT
 PD1095'5 METERS S OF THE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1096 ***********************************************************************
 PD1096  DESIGNATION -  MARK 2 1934
 PD1096  PID         -  PD1096
 PD1096  STATE/COUNTY-  ME/WASHINGTON
 PD1096  USGS QUAD   -  JONESPORT (1977)
 PD1096
 PD1096                         *CURRENT SURVEY CONTROL
 PD1096  ___________________________________________________________________
 PD1096* NAD 83(1996)-  44 31 50.76924(N)    067 32 09.11289(W)     ADJUSTED  
 PD1096* NAVD 88     -        37.     (meters)     121.     (feet)  SCALED    
 PD1096  ___________________________________________________________________
 PD1096  LAPLACE CORR-           4.22  (seconds)                    DEFLEC99
 PD1096  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 PD1096
 PD1096  HORZ ORDER  -  THIRD
 PD1096
 PD1096.The horizontal coordinates were established by classical geodetic methods
 PD1096.and adjusted by the National Geodetic Survey in March 1998..
 PD1096
 PD1096.The orthometric height was scaled from a topographic map.
 PD1096
 PD1096.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1096
 PD1096.The geoid height was determined by GEOID03.
 PD1096
 PD1096;                    North         East     Units Scale Factor Converg.
 PD1096;SPC ME E     -    96,456.607   376,629.322   MT  0.99997219   +0 40 34.2
 PD1096;UTM  19      - 4,931,869.479   616,334.458   MT  0.99976643   +1 01 36.8
 PD1096
 PD1096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD1096!SPC ME E     -   0.99999783  x   0.99997219  =   0.99997002
 PD1096!UTM  19      -   0.99999783  x   0.99976643  =   0.99976426
 PD1096
 PD1096:                Primary Azimuth Mark                     Grid Az
 PD1096:SPC ME E     -  MOOSE ROCK TRIPOD                        193 34 49.6
 PD1096:UTM  19      -  MOOSE ROCK TRIPOD                        193 13 47.0
 PD1096
 PD1096|---------------------------------------------------------------------|
 PD1096| PID    Reference Object                     Distance      Geod. Az  |
 PD1096|                                                           dddmmss.s |
 PD1096| PD1097 MOOSE ROCK TRIPOD                   APPROX. 1.2 KM 1941523.8 |
 PD1096| PD1104 SAWYERS COVE CHURCH SPIRE           APPROX. 4.8 KM 2724156.9 |
 PD1096| PD1101 GILCHRIST ROCK BEACON               APPROX. 0.9 KM 2745858.0 |
 PD1096|---------------------------------------------------------------------|
 PD1096
 PD1096                          SUPERSEDED SURVEY CONTROL
 PD1096
 PD1096  NAD 83(1992)-  44 31 50.76475(N)    067 32 09.11169(W) AD(       ) 3
 PD1096  NAD 83(1986)-  44 31 50.76052(N)    067 32 09.11465(W) AD(       ) 3
 PD1096  NAD 27      -  44 31 50.47600(N)    067 32 11.14700(W) AD(       ) 3
 PD1096
 PD1096.Superseded values are not recommended for survey control.
 PD1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1096.See file dsdata.txt to determine how the superseded data were derived.
 PD1096
 PD1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK1633431869(NAD 83)
 PD1096_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PD1096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PD1096_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PD1096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD1096+STABILITY: SURFACE MOTION
 PD1096
 PD1096  HISTORY     - Date     Condition        Report By
 PD1096  HISTORY     - 1934     MONUMENTED       CGS
 PD1096  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD1096  HISTORY     - 1959     SEE DESCRIPTION  CGS
 PD1096  HISTORY     - 1968     SEE DESCRIPTION  CGS
 PD1096
 PD1096                          STATION DESCRIPTION
 PD1096
 PD1096'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PD1096'THIS STATION IS ON TOP OF A KNOLL ON THE HIGHEST PART OF THE
 PD1096'WESTERLY END OF MARK ISLAND.  THIS ISLAND LIES AT THE EASTERN
 PD1096'ENTRANCE TO MOOSE-A-BEC REACH ABOUT 3 MILES E OF JONESPORT.  THE
 PD1096'KNOLL ON WHICH THE STATION IS LOCATED SLOPES OFF STEEPLY TOWARD
 PD1096'THE WATER ABOUT A METER S OF THE STATION.  THIS STATION IS ABOUT
 PD1096'5 METERS W OF THE OLD DEAD PINE MARKING THE LOCATION OF THE OLD
 PD1096'STATION MARK.
 PD1096'
 PD1096'STATION IS MARKED BY A STANDARD DISK SET IN CONCRETE AS
 PD1096'DESCRIBED IN NOTE 1A.  REFERENCE MARKS ARE STANDARD DISKS SET IN
 PD1096'CONCRETE IN DEPRESSIONS IN OUTCROPPING BEDROCK.
 PD1096'
 PD1096'REFERENCE MARK NO. 1 IS ON A LEDGE NW OF THE STATION.
 PD1096'
 PD1096'REFERENCE MARK NO. 2 IS W OF THE STATION ON THE SIDE OF THE HILL.
 PD1096'
 PD1096'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 PD1096
 PD1096                          STATION RECOVERY (1946)
 PD1096
 PD1096'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD1096'THE STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 PD1096'
 PD1096'REFERENCE MARK DISTANCES WERE MEASURED AND FOUND TO BE CORRECT.
 PD1096'
 PD1096'THE EXISTING DESCRIPTION IS ADEQUATE.
 PD1096
 PD1096                          STATION RECOVERY (1959)
 PD1096
 PD1096'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GFW)
 PD1096'STATION MARK WAS FOUND DESTROYED.  THE 8 BY 8 INCH CONCRETE
 PD1096'MONUMENT HAS BEEN BROKEN LOOSE FROM ITS CONCRETE FOUNDATION BY
 PD1096'VANDALS.  THE MONUMENT WAS FOUND LAYING ABOUT 2 FEET FROM ITS
 PD1096'ORIGINAL POSITION WITH THE STATION MARK DISK STILL INTACT.
 PD1096'
 PD1096'THE REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 PD1096'PUBLISHED DESCRIPTION IS ADEQUATE FOR RECOVERY OF THE REFERENCE
 PD1096'MARKS.
 PD1096
 PD1096                          STATION RECOVERY (1968)
 PD1096
 PD1096'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NCS)
 PD1096'STATION MARK WAS FOUND DESTROYED AS DESCRIBED IN 1959, THE
 PD1096'MONUMENT BROKEN OFF THE EXPOSED BEDROCK TO WHICH IT WAS
 PD1096'BONDED.  DUE TO THE CONDITION OF THE BEDROCK BENEATH THE
 PD1096'MONUMENT, WHICH WAS CRUMBLING, NO ATTEMPT WAS MADE AT THIS TIME
 PD1096'TO SET A NEW MARK IN THE SAME SPOT.
 PD1096'
 PD1096'RMS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1934.
 PD1096'
 PD1096'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PD1096'4.0 MILES EAST OF JONESPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1956 ***********************************************************************
 QF1956  DESIGNATION -  MARK IBC
 QF1956  PID         -  QF1956
 QF1956  STATE/COUNTY-  ME/AROOSTOOK
 QF1956  USGS QUAD   -  ORIENT (1989)
 QF1956
 QF1956                         *CURRENT SURVEY CONTROL
 QF1956  ___________________________________________________________________
 QF1956* NAD 83(1996)-  45 49 00.11860(N)    067 46 48.67564(W)     ADJUSTED  
 QF1956* NAVD 88     -       136.     (meters)     446.     (feet)  SCALED    
 QF1956  ___________________________________________________________________
 QF1956  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 QF1956  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 QF1956
 QF1956  HORZ ORDER  -  THIRD
 QF1956
 QF1956.The horizontal coordinates were established by classical geodetic methods
 QF1956.and adjusted by the National Geodetic Survey in March 1998..
 QF1956
 QF1956.The orthometric height was scaled from a topographic map.
 QF1956
 QF1956.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1956
 QF1956.The geoid height was determined by GEOID03.
 QF1956
 QF1956;                    North         East     Units Scale Factor Converg.
 QF1956;SPC ME E     -   239,154.223   355,937.239   MT  0.99993845   +0 30 58.3
 QF1956;UTM  19      - 5,074,405.334   594,764.105   MT  0.99971040   +0 52 29.3
 QF1956
 QF1956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1956!SPC ME E     -   0.99998242  x   0.99993845  =   0.99992087
 QF1956!UTM  19      -   0.99998242  x   0.99971040  =   0.99969283
 QF1956
 QF1956|---------------------------------------------------------------------|
 QF1956| PID    Reference Object                     Distance      Geod. Az  |
 QF1956|                                                           dddmmss.s |
 QF1956| QF1960 REFERENCE MON 31 78                 174.614 METERS 20950     |
 QF1956| QF1962 REFERENCE MON 31 78 ECC             177.110 METERS 21025     |
 QF1956| QF1910 NORTH POINT                         APPROX. 1.7 KM 2144627.1 |
 QF1956| QF1959 SOUTH CROSS IBC                      25.123 METERS 28007     |
 QF1956| QF1957 NORTH CROSS IBC                      25.819 METERS 29012     |
 QF1956| QF1891 REFERENCE MON 29=GARAGE              63.543 METERS 29832     |
 QF1956|---------------------------------------------------------------------|
 QF1956
 QF1956                          SUPERSEDED SURVEY CONTROL
 QF1956
 QF1956  NAD 83(1992)-  45 49 00.11580(N)    067 46 48.67414(W) AD(       ) 3
 QF1956  NAD 83(1986)-  45 49 00.12084(N)    067 46 48.69439(W) AD(       ) 3
 QF1956  NAD 27      -  45 48 59.90978(N)    067 46 50.65065(W) AD(       ) 3
 QF1956
 QF1956.Superseded values are not recommended for survey control.
 QF1956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1956.See file dsdata.txt to determine how the superseded data were derived.
 QF1956
 QF1956_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9476474405(NAD 83)
 QF1956_MARKER: Z = SEE DESCRIPTION
 QF1956_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 QF1956_SP_SET: OBJECT DRIVEN INTO GROUND
 QF1956_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QF1956
 QF1956  HISTORY     - Date     Condition        Report By
 QF1956  HISTORY     - 1978     MONUMENTED       IBC
 QF1956
 QF1956                          STATION DESCRIPTION
 QF1956
 QF1956'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1978 (CRM)
 QF1956'THE STATION IS LOCATED NEAR THE EAST END OF THE ORIENT - FOSTERVILLE
 QF1956'BRIDGE AND ON HIGHWAY RIGHT - OF - WAY.
 QF1956'
 QF1956'THE STATION MARK IS A BRASS CAP CRIMPED TO A COPPER - COATED, STEEL
 QF1956'ROD THAT IS 3 FEET LONG AND DRIVEN 2 INCHES BELOW THE SURFACE OF THE
 QF1956'GROUND.  IT IS 19.32 METERS EAST - SOUTHEAST OF THE EAST END OF THE
 QF1956'NORTH GUARD RAIL OF THE BRIDGE, 3.15 METERS SOUTH OF THE CENTERLINE
 QF1956'OF THE ROAD, AND 1.86 METERS EAST - NORTHEAST OF THE MOST EASTERLY
 QF1956'GUARD RAIL POST ON THE SOUTH SIDE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1527 ***********************************************************************
 OC1527  DESIGNATION -  MARK IS STONE BEACON
 OC1527  PID         -  OC1527
 OC1527  STATE/COUNTY-  ME/CUMBERLAND
 OC1527  USGS QUAD   -  SOUTH HARPSWELL (1975)
 OC1527
 OC1527                         *CURRENT SURVEY CONTROL
 OC1527  ___________________________________________________________________
 OC1527* NAD 83(1996)-  43 42 32.78857(N)    070 01 52.89126(W)     ADJUSTED  
 OC1527* NAVD 88     -                                                        
 OC1527  ___________________________________________________________________
 OC1527  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 OC1527  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 OC1527
 OC1527  HORZ ORDER  -  THIRD
 OC1527
 OC1527.The horizontal coordinates were established by classical geodetic methods
 OC1527.and adjusted by the National Geodetic Survey in March 1998..
 OC1527
 OC1527
 OC1527.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1527
 OC1527.The geoid height was determined by GEOID03.
 OC1527
 OC1527;                    North         East     Units Scale Factor Converg.
 OC1527;SPC ME W     -    97,302.482   910,905.057   MT  0.99996813   +0 05 36.6
 OC1527;UTM  19      - 4,840,081.715   416,908.601   MT  0.99968492   -0 42 45.7
 OC1527
 OC1527                          SUPERSEDED SURVEY CONTROL
 OC1527
 OC1527  NAD 83(1992)-  43 42 32.78645(N)    070 01 52.89144(W) AD(       ) 4
 OC1527  NAD 83(1986)-  43 42 32.79216(N)    070 01 52.89692(W) AD(       ) 4
 OC1527  NAD 27      -  43 42 32.55000(N)    070 01 54.67000(W) AD(       ) 3
 OC1527
 OC1527.Superseded values are not recommended for survey control.
 OC1527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1527.See file dsdata.txt to determine how the superseded data were derived.
 OC1527
 OC1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ1690940082(NAD 83)
 OC1527
 OC1527  HISTORY     - Date     Condition        Report By
 OC1527  HISTORY     - UNK      FIRST OBSERVED
 OC1527  HISTORY     - 1933     GOOD             CGS
 OC1527  HISTORY     - 1941     GOOD             CGS
 OC1527
 OC1527                          STATION DESCRIPTION
 OC1527
 OC1527'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1527'SAME AS MARK ISLAND STONE BEACON 1852.  THIS IS A BLACK AND WHITE
 OC1527'STONE PYRAMID ON A BARE ISLET ON THE W SIDE OF THE ENTRANCE TO
 OC1527'MERICONEAG SOUND.  A LIGHT WAS ADDED IN 1927.
 OC1527
 OC1527                          STATION RECOVERY (1941)
 OC1527
 OC1527'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FLP)
 OC1527'RECOVERED AS DESCRIBED IN 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2124 ***********************************************************************
 PE2124  DESIGNATION -  MARK ISLAND
 PE2124  PID         -  PE2124
 PE2124  STATE/COUNTY-  ME/HANCOCK
 PE2124  USGS QUAD   -  CAPE ROSIER (1979)
 PE2124
 PE2124                         *CURRENT SURVEY CONTROL
 PE2124  ___________________________________________________________________
 PE2124* NAD 83(1996)-  44 15 30.29896(N)    068 51 42.64831(W)     ADJUSTED  
 PE2124* NAVD 88     -        28.     (meters)      92.     (feet)  SCALED    
 PE2124  ___________________________________________________________________
 PE2124  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 PE2124  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 PE2124
 PE2124  HORZ ORDER  -  SECOND
 PE2124
 PE2124.The horizontal coordinates were established by classical geodetic methods
 PE2124.and adjusted by the National Geodetic Survey in March 1998..
 PE2124
 PE2124.The orthometric height was scaled from a topographic map.
 PE2124
 PE2124.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2124
 PE2124.The geoid height was determined by GEOID03.
 PE2124
 PE2124;                    North         East     Units Scale Factor Converg.
 PE2124;SPC ME E     -    65,807.303   271,106.797   MT  0.99991026   -0 15 09.1
 PE2124;UTM  19      - 4,900,584.509   511,028.126   MT  0.99960150   +0 05 47.1
 PE2124
 PE2124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2124!SPC ME E     -   0.99999956  x   0.99991026  =   0.99990982
 PE2124!UTM  19      -   0.99999956  x   0.99960150  =   0.99960106
 PE2124
 PE2124|---------------------------------------------------------------------|
 PE2124| PID    Reference Object                     Distance      Geod. Az  |
 PE2124|                                                           dddmmss.s |
 PE2124| CE8093 MARK ISLAND RM 1                     22.037 METERS 12131     |
 PE2124| CE8094 MARK ISLAND RM 2                     13.218 METERS 21107     |
 PE2124| PE2129 DARK HARBOR HOTEL WATER TANK        APPROX. 3.8 KM 2721340.5 |
 PE2124| PE2131 ISLESBORO SOUTH CHURCH SPIRE        APPROX. 5.1 KM 3133005.4 |
 PE2124|---------------------------------------------------------------------|
 PE2124
 PE2124                          SUPERSEDED SURVEY CONTROL
 PE2124
 PE2124  NAD 83(1992)-  44 15 30.30399(N)    068 51 42.62762(W) AD(       ) 2
 PE2124  NAD 83(1986)-  44 15 30.30701(N)    068 51 42.62981(W) AD(       ) 2
 PE2124  NAD 27      -  44 15 30.02500(N)    068 51 44.52100(W) AD(       ) 2
 PE2124
 PE2124.Superseded values are not recommended for survey control.
 PE2124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2124.See file dsdata.txt to determine how the superseded data were derived.
 PE2124
 PE2124_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1102800585(NAD 83)
 PE2124
 PE2124  HISTORY     - Date     Condition        Report By
 PE2124  HISTORY     - 1911     MONUMENTED       CGS
 PE2124  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2124  HISTORY     - 1954     SEE DESCRIPTION  CGS
 PE2124
 PE2124                          STATION DESCRIPTION
 PE2124
 PE2124'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (NHH)
 PE2124'STATION IS NEAR THE HIGHEST POINT OF THE ISLAND FORMERLY KNOWN BY
 PE2124'THAT NAME BUT NOW CALLED RESOLUTION ISLAND, THERE BEING NO LESS
 PE2124'THAN FIVE OTHER MARK ISLANDS IN PENOBSCOT BAY AND VICINITY.  THE
 PE2124'STATION IS ON THE PROMINENT FLAT LEDGE OF THE SUMMIT, BUT 11 FEET
 PE2124'E OF ITS HIGHEST POINT.  THE STATION IS MARKED BY A COPPER BOLT
 PE2124'SET IN A HOLE IN THE ROCK AND SURROUNDED BY A TRIANGLE CUT IN THE
 PE2124'ROCK.  TWO REFERENCE MARKS ARE 3/4-INCH DRILLED HOLES
 PE2124'FILLED WITH LEAD, ARE PLACES RESPECTIVELY, 12.93 METERS NNW AND
 PE2124'10.22 METERS NE OF THE STATION.  THE ISLAND LIES IN PENOBSCOT BAY
 PE2124'ABOUT 2 MILES TO THE NORTHWESTWARD OF GREAT SPRUCE HEAD ISLAND
 PE2124'AND THE SAME DISTANCE ESE OF DARK HARBOR.
 PE2124
 PE2124                          STATION RECOVERY (1934)
 PE2124
 PE2124'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2124'THIS STATION AND ITS REFERENCE DRILL HOLES, RECOVERED AS
 PE2124'DESCRIBED.  THE STATION IS NEAR THE HIGHEST POINT OF RESOLUTION
 PE2124'ISLAND WHICH IS ABOUT 2 MILES NW OF GREAT SPRUCE HEAD ISLAND, AND
 PE2124'ABOUT 2 MILES ESE OF DARK HARBOR.  THE STATION IS ON A PROMINENT
 PE2124'FLAT LEDGE ON THE SUMMIT ABOUT 4 METERS NE OF THE HIGH POINT.
 PE2124'THE STATION IS MARKED BY A COPPER BOLT SET IN A HOLE IN THE ROCK
 PE2124'AND SURROUNDED BY A TRIANGLE CUT IN THE ROCK.  IN ADDITION
 PE2124'TO THE DRILL HOLES NNW AND NE OF THE STATION, TWO REFERENCE
 PE2124'MARKS, STANDARD BRONZE DISKS WEDGED IN DRILL HOLES IN
 PE2124'OUTCROPPING BEDROCK WERE PLACED AS FOLLOWS--
 PE2124'
 PE2124'REFERENCE MARK NO. 1 IS E OF THE STATION DOWN ON THE SIDE OF
 PE2124'THE HILL, ON BARE LEDGE.
 PE2124'
 PE2124'REFERENCE MARK NO. 2 IS S OF THE STATION, ON BARE LEDGE.
 PE2124'
 PE2124'A 20-FOOT SIGNAL WAS BUILT OVER THE STATION.
 PE2124
 PE2124                          STATION RECOVERY (1954)
 PE2124
 PE2124'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 PE2124'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE 1934
 PE2124'DESCRIPTION IS ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2103 ***********************************************************************
 PE2103  DESIGNATION -  MARK ISLAND POINT SPINDLE
 PE2103  PID         -  PE2103
 PE2103  STATE/COUNTY-  ME/KNOX
 PE2103  USGS QUAD   -  NORTH HAVEN WEST (1983)
 PE2103
 PE2103                         *CURRENT SURVEY CONTROL
 PE2103  ___________________________________________________________________
 PE2103* NAD 83(1996)-  44 10 12.72031(N)    068 58 58.13089(W)     ADJUSTED  
 PE2103* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 PE2103  ___________________________________________________________________
 PE2103  LAPLACE CORR-           2.30  (seconds)                    DEFLEC99
 PE2103  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 PE2103
 PE2103  HORZ ORDER  -  THIRD
 PE2103
 PE2103.The horizontal coordinates were established by classical geodetic methods
 PE2103.and adjusted by the National Geodetic Survey in March 1998..
 PE2103
 PE2103.The orthometric height was scaled from a topographic map.
 PE2103
 PE2103.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2103
 PE2103.The geoid height was determined by GEOID03.
 PE2103
 PE2103;                    North         East     Units Scale Factor Converg.
 PE2103;SPC ME E     -    56,055.684   261,390.036   MT  0.99991833   -0 20 11.1
 PE2103;UTM  19      - 4,890,777.016   501,373.916   MT  0.99960002   +0 00 43.1
 PE2103
 PE2103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2103!SPC ME E     -   1.00000318  x   0.99991833  =   0.99992151
 PE2103!UTM  19      -   1.00000318  x   0.99960002  =   0.99960319
 PE2103
 PE2103                          SUPERSEDED SURVEY CONTROL
 PE2103
 PE2103  NAD 83(1992)-  44 10 12.72562(N)    068 58 58.11011(W) AD(       ) 4
 PE2103  NAD 83(1986)-  44 10 12.73796(N)    068 58 58.12278(W) AD(       ) 4
 PE2103  NAD 27      -  44 10 12.43700(N)    068 58 59.59000(W) AD(       ) 3
 PE2103
 PE2103.Superseded values are not recommended for survey control.
 PE2103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2103.See file dsdata.txt to determine how the superseded data were derived.
 PE2103
 PE2103_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ0137490777(NAD 83)
 PE2103
 PE2103  HISTORY     - Date     Condition        Report By
 PE2103  HISTORY     - UNK      MONUMENTED
 PE2103  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2103  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2103
 PE2103                          STATION DESCRIPTION
 PE2103
 PE2103'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2103'THIS STATION IS THE SPINDLE ON THE SOUTHERLY END OF MARK
 PE2103'ISLAND, IN PENOBSCOT BAY ABOUT 5 MILES ESE OF CAMDEN.
 PE2103
 PE2103                          STATION RECOVERY (1943)
 PE2103
 PE2103'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2103'STATION WAS RECOVERED AS DESCRIBED IN 1934.  THE STATION IS THE
 PE2103'BLACK SPHERICAL CAGE ON TOP OF THE SPINDLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2102 ***********************************************************************
 PE2102  DESIGNATION -  MARK RESET
 PE2102  PID         -  PE2102
 PE2102  STATE/COUNTY-  ME/KNOX
 PE2102  USGS QUAD   -  NORTH HAVEN WEST (1983)
 PE2102
 PE2102                         *CURRENT SURVEY CONTROL
 PE2102  ___________________________________________________________________
 PE2102* NAD 83(1996)-  44 10 18.57511(N)    068 59 01.32236(W)     ADJUSTED  
 PE2102* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 PE2102  ___________________________________________________________________
 PE2102  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 PE2102  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 PE2102
 PE2102  HORZ ORDER  -  THIRD
 PE2102
 PE2102.The horizontal coordinates were established by classical geodetic methods
 PE2102.and adjusted by the National Geodetic Survey in March 1998..
 PE2102
 PE2102.The orthometric height was scaled from a topographic map.
 PE2102
 PE2102.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2102
 PE2102.The geoid height was determined by GEOID03.
 PE2102
 PE2102;                    North         East     Units Scale Factor Converg.
 PE2102;SPC ME E     -    56,236.794   261,320.205   MT  0.99991839   -0 20 13.4
 PE2102;UTM  19      - 4,890,957.640   501,303.008   MT  0.99960002   +0 00 40.9
 PE2102
 PE2102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2102!SPC ME E     -   1.00000255  x   0.99991839  =   0.99992094
 PE2102!UTM  19      -   1.00000255  x   0.99960002  =   0.99960257
 PE2102
 PE2102|---------------------------------------------------------------------|
 PE2102| PID    Reference Object                     Distance      Geod. Az  |
 PE2102|                                                           dddmmss.s |
 PE2102| CE8091 MARK RM 1                             2.901 METERS 06921     |
 PE2102| CE8092 MARK RM 2                             2.215 METERS 15756     |
 PE2102| PE2283 OWLS HEAD LIGHTHOUSE                APPROX.10.1 KM 2083958.6 |
 PE2102| PE2281 SHAG ROCK BEACON                    APPROX.10.0 KM 2113940.0 |
 PE2102| PE2321 ROCKLAND BREAKWATER LIGHTHOUSE      APPROX.10.6 KM 2245653.9 |
 PE2102| PE2295 JAMESON PT SAMOSET HOTEL TANK       APPROX.10.1 KM 2340359.2 |
 PE2102| PE2354 THOMASTON CEMENT MILL S STACK       APPROX.16.9 KM 2344852.8 |
 PE2102| PE2350 THOMASTON CEMENT MILL N STACK       APPROX.16.9 KM 2345118.4 |
 PE2102| PE2278 MOUNT BATTIE MEM OBSERVATORY        APPROX. 8.9 KM 3094049.4 |
 PE2102|---------------------------------------------------------------------|
 PE2102
 PE2102                          SUPERSEDED SURVEY CONTROL
 PE2102
 PE2102  NAD 83(1992)-  44 10 18.58059(N)    068 59 01.30222(W) AD(       ) 3
 PE2102  NAD 83(1986)-  44 10 18.58643(N)    068 59 01.31148(W) AD(       ) 3
 PE2102  NAD 27      -  44 10 18.30200(N)    068 59 03.15300(W) AD(       ) 3
 PE2102
 PE2102.Superseded values are not recommended for survey control.
 PE2102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2102.See file dsdata.txt to determine how the superseded data were derived.
 PE2102
 PE2102_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ0130390958(NAD 83)
 PE2102
 PE2102  HISTORY     - Date     Condition        Report By
 PE2102  HISTORY     - 1934     MONUMENTED       CGS
 PE2102  HISTORY     - 1911     SEE DESCRIPTION  CGS
 PE2102  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2102  HISTORY     - 1954     SEE DESCRIPTION  CGS
 PE2102
 PE2102                          STATION DESCRIPTION
 PE2102
 PE2102'DESCRIBED BY COAST AND GEODETIC SURVEY 1911
 PE2102'AT THE SW EXTREMITY OF MARK ISLAND, ABOUT 20 OR 30 FEET ABOVE
 PE2102'THE SURFACE OF THE WATER.  IT IS NEAR THE WATER AND ON THE ONLY
 PE2102'NARROW FLAT LEDGE AT THIS POINT WHICH IS NOT COVERED WITH A
 PE2102'DENSE GROWTH OF TREES.  THE CENTER IS MARKED BY THE VERTICAL
 PE2102'NECK OF A BOTTLE, WHICH IS SUNK 1.5 FEET IN THE GROUND AND RESTS
 PE2102'ON A FOUNDATION OF ROCKS.  THREE REFERENCE MARKS, SMALL DRILL
 PE2102'HOLES IN SOLID ROCK LEDGE, ARE RESPECTIVELY, 2.305 METERS FROM
 PE2102'THE STATION, IN AZIMUTH 168 DEG 25 MIN.  2.900 METERS FROM THE
 PE2102'STATION, IN AZIMUTH 249 DEG 19 MIN.  AND 1.685 METERS FROM
 PE2102'THE STATION, IN AZIMUTH 54 DEG 35 MIN.  A FOURTH REFERENCE
 PE2102'MARK, A SMALL DRILL HOLE IN A LARGE, WHITE, ROUND BOULDER, IS
 PE2102'12.675 METERS FROM THE STATION, IN AZIMUTH 119 DEG 23 MIN.
 PE2102
 PE2102                          STATION RECOVERY (1934)
 PE2102
 PE2102'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2102'STATION WAS RECOVERED AS DESCRIBED.  THE BOTTLE MARKING THE
 PE2102'STATION AND THE FIVE DRILL HOLE REFERENCE MARKS WERE IN GOOD
 PE2102'CONDITION.  A NEW STATION DISK, NOTE 1A, AND TWO NEW REFERENCE
 PE2102'MARK DISKS, NOTE 12A, WERE SET, REFERENCE MARK DISKS BEING SET
 PE2102'IN OLD DRILL HOLES.  THE STATION IS ON THE SW EXTREMITY OF
 PE2102'MARK ISLAND, WHICH IS 4-1/2 MILES SE OF CAMDEN, 8 MILES N BY E
 PE2102'OF ROCKLAND HARBOR AND 4 MILES NW OF BARTLETT HARBOR, N HAVEN
 PE2102'ISLAND.  THE STATION IS ABOUT 10 METERS ABOVE THE HIGH-WATER
 PE2102'LINE AND 1 METER INSIDE THE TREE LINE ON THE EDGE OF A CRUMBLING
 PE2102'ROCK LEDGE.
 PE2102'
 PE2102'REFERENCE MARK NO. 1 IS 5 METERS INSIDE THE TREE LINE ON A LEDGE
 PE2102'WHICH PROTRUDES ABOUT 1 METER ABOVE THE GROUND.
 PE2102'
 PE2102'REFERENCE MARK NO. 2 IS ON THE BARE LEDGE ON THE TREE LINE ABOUT
 PE2102'1 METER LOWER THAN THE STATION.
 PE2102
 PE2102                          STATION RECOVERY (1954)
 PE2102
 PE2102'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 PE2102'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 PE2102'1934 DESCRIPTION IS ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0491 ***********************************************************************
 OB0491  DESIGNATION -  MARKUS
 OB0491  PID         -  OB0491
 OB0491  STATE/COUNTY-  ME/CUMBERLAND
 OB0491  USGS QUAD   -  BAILEY ISLAND (1990)
 OB0491
 OB0491                         *CURRENT SURVEY CONTROL
 OB0491  ___________________________________________________________________
 OB0491* NAD 83(1996)-  43 43 20.02918(N)    069 53 54.49123(W)     ADJUSTED  
 OB0491* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 OB0491  ___________________________________________________________________
 OB0491  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 OB0491  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 OB0491
 OB0491  HORZ ORDER  -  THIRD
 OB0491
 OB0491.The horizontal coordinates were established by classical geodetic methods
 OB0491.and adjusted by the National Geodetic Survey in March 1998..
 OB0491
 OB0491.The orthometric height was scaled from a topographic map.
 OB0491
 OB0491.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0491
 OB0491.The geoid height was determined by GEOID03.
 OB0491
 OB0491;                    North         East     Units Scale Factor Converg.
 OB0491;SPC ME W     -    98,786.479   921,610.437   MT  0.99997241   +0 11 07.3
 OB0491;UTM  19      - 4,841,414.525   427,630.633   MT  0.99966442   -0 37 15.7
 OB0491
 OB0491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0491!SPC ME W     -   1.00000376  x   0.99997241  =   0.99997617
 OB0491!UTM  19      -   1.00000376  x   0.99966442  =   0.99966818
 OB0491
 OB0491:                Primary Azimuth Mark                     Grid Az
 OB0491:SPC ME W     -  CAPE SMALL NORTH WATER TOWER             087 36 31.9
 OB0491:UTM  19      -  CAPE SMALL NORTH WATER TOWER             088 24 54.9
 OB0491
 OB0491|---------------------------------------------------------------------|
 OB0491| PID    Reference Object                     Distance      Geod. Az  |
 OB0491|                                                           dddmmss.s |
 OB0491| OB0475 CAPE SMALL NORTH WATER TOWER        APPROX. 4.9 KM 0874739.2 |
 OB0491| OB0476 CAPE SMALL SOUTH WATER TOWER        APPROX. 4.9 KM 0880356.0 |
 OB0491| CE8303 MARKUS RM 2                          10.544 METERS 10952     |
 OB0491| OB0484 BAILEY ISLAND WINDMILL              APPROX. 7.8 KM 2770520.4 |
 OB0491| OB0581 SEYMOUR 1933                        APPROX. 7.9 KM 3122257.5 |
 OB0491| CE8302 MARKUS RM 1                           4.428 METERS 35627     |
 OB0491|---------------------------------------------------------------------|
 OB0491
 OB0491                          SUPERSEDED SURVEY CONTROL
 OB0491
 OB0491  NAD 83(1992)-  43 43 20.02674(N)    069 53 54.49071(W) AD(       ) 3
 OB0491  NAD 83(1986)-  43 43 20.03254(N)    069 53 54.49620(W) AD(       ) 3
 OB0491  NAD 27      -  43 43 19.72600(N)    069 53 56.33300(W) AD(       ) 3
 OB0491
 OB0491.Superseded values are not recommended for survey control.
 OB0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0491.See file dsdata.txt to determine how the superseded data were derived.
 OB0491
 OB0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ2763141415(NAD 83)
 OB0491
 OB0491  HISTORY     - Date     Condition        Report By
 OB0491  HISTORY     - 1933     MONUMENTED       CGS
 OB0491  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0491
 OB0491                          STATION DESCRIPTION
 OB0491
 OB0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OB0491'THIS STATION IS ON MARK ISLAND WHICH LIES 2-1/4 MILES WNW FROM
 OB0491'BALD HEAD AND 1-1/2 MILES E FROM SE END OF RAGGED
 OB0491'ISLAND.  STATION IS ON N END OF ISLAND.  WALKING FROM THE NW
 OB0491'POINT TO THE NE POINT THERE ARE TWO MAIN STRATA OF ROCK WITH
 OB0491'SAND BEACH BETWEEN.  FROM NW POINT THE STATION IS ON SECOND
 OB0491'STRATA, AT A POINT 1 METER S FROM SMALL UNDERBRUSH AND 7 METERS
 OB0491'E FROM EDGE OF SAND.  THREE IRON BOLTS FORM TRIANGLE AROUND
 OB0491'STATION, EACH BEING 1 FOOT 3 INCHES FROM MARK.
 OB0491'
 OB0491'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 OB0491'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 OB0491'
 OB0491'REFERENCE MARK NO. 1 IS N FROM STATION ON SAME ROCK, 5 METERS
 OB0491'S OF A PLACE WHERE ROCK COMES TO A SHARP POINT AND BREAKS
 OB0491'ABRUPTLY.
 OB0491'
 OB0491'REFERENCE MARK NO. 2 IS E FROM STATION MARK ON SECOND ROCK E OF
 OB0491'STATION AND 2 METERS N OF A GROWTH OF SMALL UNDERBRUSH.
 OB0491
 OB0491                          STATION RECOVERY (1942)
 OB0491
 OB0491'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OB0491'RECOVERED AS DESCRIBED.  DESCRIPTION IS COMPLETE AND ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1879 ***********************************************************************
 PE1879  DESIGNATION -  MARLBORO
 PE1879  PID         -  PE1879
 PE1879  STATE/COUNTY-  ME/HANCOCK
 PE1879  USGS QUAD   -  SALSBURY COVE (1981)
 PE1879
 PE1879                         *CURRENT SURVEY CONTROL
 PE1879  ___________________________________________________________________
 PE1879* NAD 83(1996)-  44 28 52.82160(N)    068 16 42.08110(W)     ADJUSTED  
 PE1879* NAVD 88     -        31.     (meters)     102.     (feet)  SCALED    
 PE1879  ___________________________________________________________________
 PE1879  LAPLACE CORR-           4.58  (seconds)                    DEFLEC99
 PE1879  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 PE1879
 PE1879  HORZ ORDER  -  SECOND
 PE1879
 PE1879.The horizontal coordinates were established by classical geodetic methods
 PE1879.and adjusted by the National Geodetic Survey in March 1998..
 PE1879
 PE1879.The orthometric height was scaled from a topographic map.
 PE1879
 PE1879.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1879
 PE1879.The geoid height was determined by GEOID03.
 PE1879
 PE1879;                    North         East     Units Scale Factor Converg.
 PE1879;SPC ME E     -    90,536.127   317,631.120   MT  0.99990382   +0 09 19.1
 PE1879;UTM  19      - 4,925,589.632   557,387.411   MT  0.99964050   +0 30 20.4
 PE1879
 PE1879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1879!SPC ME E     -   0.99999896  x   0.99990382  =   0.99990278
 PE1879!UTM  19      -   0.99999896  x   0.99964050  =   0.99963946
 PE1879
 PE1879:                Primary Azimuth Mark                     Grid Az
 PE1879:SPC ME E     -  MARLBORO OLD POINT BARN CUPOLA           135 42 19.7
 PE1879:UTM  19      -  MARLBORO OLD POINT BARN CUPOLA           135 21 18.4
 PE1879
 PE1879|---------------------------------------------------------------------|
 PE1879| PID    Reference Object                     Distance      Geod. Az  |
 PE1879|                                                           dddmmss.s |
 PE1879| PE1881 MARLBORO OLD POINT BARN CUPOLA      APPROX. 0.8 KM 1355138.8 |
 PE1879| PE1878 SALISBURY COR HSE W END CHIM        APPROX. 5.4 KM 1802909.9 |
 PE1879| CE8095 MARLBORO RM 1                         6.953 METERS 18451     |
 PE1879| PE1874 HADLEYS PT PEAK ROOF YEL CUP        APPROX. 5.5 KM 2051117.9 |
 PE1879| PE1876 TRENTON POINT RESET                 APPROX. 2.7 KM 2322758.0 |
 PE1879| CE8096 MARLBORO RM 2                        10.785 METERS 24214     |
 PE1879|---------------------------------------------------------------------|
 PE1879
 PE1879                          SUPERSEDED SURVEY CONTROL
 PE1879
 PE1879  NAD 83(1992)-  44 28 52.81505(N)    068 16 42.08105(W) AD(       ) 2
 PE1879  NAD 83(1986)-  44 28 52.81374(N)    068 16 42.08470(W) AD(       ) 2
 PE1879  NAD 27      -  44 28 52.53300(N)    068 16 44.02600(W) AD(       ) 2
 PE1879
 PE1879.Superseded values are not recommended for survey control.
 PE1879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1879.See file dsdata.txt to determine how the superseded data were derived.
 PE1879
 PE1879_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK5738725590(NAD 83)
 PE1879
 PE1879  HISTORY     - Date     Condition        Report By
 PE1879  HISTORY     - 1934     MONUMENTED       CGS
 PE1879  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE1879
 PE1879                          STATION DESCRIPTION
 PE1879
 PE1879'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1879'STATION IS LOCATED IN MARLBORO, 8 MILES SE OF ELLSWORTH AND
 PE1879'7-1/2 MILES NNW OF BAR HARBOR.
 PE1879'
 PE1879'OTTO JOHNSON, WHO LIVES IN THE HOUSE JUST E OF THE SITE, OWNS
 PE1879'THE LAND.
 PE1879'
 PE1879'STATION MARK IS A STANDARD BRONZE DISK IN A SMALL BOULDER WITH
 PE1879'ABOUT 3 SQUARE FEET OF SURFACE EXPOSED, IN AN OPEN BLUEBERRY
 PE1879'FIELD.  IT IS ABOUT 180 FEET NNW OF TELEPHONE POLE NO. 142 AND
 PE1879'ABOUT 175 FEET NNE OF SW CORNER OF PROPERTY.  IT IS ABOUT 80
 PE1879'FEET SSE OF THE HIGHEST POINT IN FIELD AT THE W END.
 PE1879'
 PE1879'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK WEDGED IN A DRILL
 PE1879'HOLE IN OUTCROPPING BEDROCK, IS 22.81 FEET SSW OF STATION AND
 PE1879'ABOUT 160 FEET NW OF TELEPHONE POLE.
 PE1879'
 PE1879'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK IN A 3-FOOT
 PE1879'ROUND-TOP BOULDER, IS 35.39 FEET WSW OF STATION AND ABOUT 150
 PE1879'FEET NNE OF SW CORNER OF PROPERTY AND 175 FEET NW OF TELEPHONE
 PE1879'POLE NO. 142.
 PE1879'
 PE1879'REACHED FROM JUNCTIONS OF HIGHWAYS 1 AND 3, (1 MILE S OF
 PE1879'ELLSWORTH) BY FOLLOWING HIGHWAY 1, E ABOUT 1 MILE AND TAKE
 PE1879'HIGHWAY 184 S 8.5 MILES, AND TURN LEFT ON TO GOOD GRAVEL ROAD,
 PE1879'FOLLOW 0.8 MILE AND TAKE RIGHT FORK, FOLLOW 1.4 AND KEEP
 PE1879'STRAIGHT AHEAD, FOLLOW 0.5 MILE TO TELEPHONE POLE NO. 142.
 PE1879'
 PE1879'A 30-FOOT SIGNAL WAS USED.
 PE1879
 PE1879                          STATION RECOVERY (1944)
 PE1879
 PE1879'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1879'STATION AND REFERENCE MARKS RECOVERED IN GOOD
 PE1879'CONDITION.  DISTANCE TO REFERENCE MARKS MEASURED AND
 PE1879'CHECK.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1881 ***********************************************************************
 PE1881  DESIGNATION -  MARLBORO OLD POINT BARN CUPOLA
 PE1881  PID         -  PE1881
 PE1881  STATE/COUNTY-  ME/HANCOCK
 PE1881  USGS QUAD   -  SALSBURY COVE (1981)
 PE1881
 PE1881                         *CURRENT SURVEY CONTROL
 PE1881  ___________________________________________________________________
 PE1881* NAD 83(1996)-  44 28 33.94878(N)    068 16 16.50349(W)     ADJUSTED  
 PE1881* NAVD 88     -                                                        
 PE1881  ___________________________________________________________________
 PE1881  LAPLACE CORR-           4.49  (seconds)                    DEFLEC99
 PE1881  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 PE1881
 PE1881  HORZ ORDER  -  THIRD
 PE1881
 PE1881.The horizontal coordinates were established by classical geodetic methods
 PE1881.and adjusted by the National Geodetic Survey in March 1998..
 PE1881
 PE1881
 PE1881.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1881
 PE1881.The geoid height was determined by GEOID03.
 PE1881
 PE1881;                    North         East     Units Scale Factor Converg.
 PE1881;SPC ME E     -    89,955.192   318,197.922   MT  0.99990407   +0 09 37.0
 PE1881;UTM  19      - 4,925,012.326   557,957.604   MT  0.99964131   +0 30 38.1
 PE1881
 PE1881                          SUPERSEDED SURVEY CONTROL
 PE1881
 PE1881  NAD 83(1992)-  44 28 33.94260(N)    068 16 16.50350(W) AD(       ) 4
 PE1881  NAD 83(1986)-  44 28 33.94130(N)    068 16 16.50723(W) AD(       ) 4
 PE1881  NAD 27      -  44 28 33.66100(N)    068 16 18.45100(W) AD(       ) 3
 PE1881
 PE1881.Superseded values are not recommended for survey control.
 PE1881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1881.See file dsdata.txt to determine how the superseded data were derived.
 PE1881
 PE1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK5795825012(NAD 83)
 PE1881
 PE1881  HISTORY     - Date     Condition        Report By
 PE1881  HISTORY     - 1934     MONUMENTED       CGS
 PE1881  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE1881
 PE1881                          STATION DESCRIPTION
 PE1881
 PE1881'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1881'THE BARN CUPOLA AT OLD POINT IN THE TOWN OF MARLBORO.  IT HAS
 PE1881'GREEN SHUTTERS AND A WOODEN BALL AT THE PEAK OF ITS SHINGLED ROOF.
 PE1881
 PE1881                          STATION RECOVERY (1944)
 PE1881
 PE1881'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1881'STATION RECOVERED IN GOOD CONDITION EXCEPT THERE IS NO BELL ON
 PE1881'TOP OF CUPOLA, BUT ABOUT A FOOT OF THE POLE BALL SUPPORT REMAINS.
 PE1881'
 PE1881'THE FOLLOWING ADDITION SHOULD BE MADE TO THE DESCRIPTION--BARN
 PE1881'IS ABOUT 60 METERS NNW OF THE MACADAM ROAD THAT RUNS SW AND
 PE1881'NE THROUGH THE TOWN OF MARLBORO, ABOUT 60 METERS SW OF WHERE
 PE1881'MACADAM ROAD TURNS FROM S TO SSW AND A GRAVEL ROAD FROM OLD
 PE1881'POINT JOINS FROM THE SE.  THERE IS A TWO-CHIMNEY WHITE HOUSE JUST
 PE1881'TO THE SW OF BARN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0703 ***********************************************************************
 RF0703  DESIGNATION -  MARLEY
 RF0703  PID         -  RF0703
 RF0703  STATE/COUNTY-  ME/AROOSTOOK
 RF0703  USGS QUAD   -  LUDLOW (1986)
 RF0703
 RF0703                         *CURRENT SURVEY CONTROL
 RF0703  ___________________________________________________________________
 RF0703* NAD 83(1996)-  46 08 45.91554(N)    068 04 40.70684(W)     ADJUSTED  
 RF0703* NAVD 88     -       246.4    (meters)     808.     (feet)  VERTCON   
 RF0703  ___________________________________________________________________
 RF0703  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 RF0703  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 RF0703
 RF0703  HORZ ORDER  -  SECOND
 RF0703
 RF0703.The horizontal coordinates were established by classical geodetic methods
 RF0703.and adjusted by the National Geodetic Survey in March 1998..
 RF0703
 RF0703.The NAVD 88 height was computed by applying the VERTCON shift value to
 RF0703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RF0703
 RF0703.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0703
 RF0703.The geoid height was determined by GEOID03.
 RF0703
 RF0703;                    North         East     Units Scale Factor Converg.
 RF0703;SPC ME E     -   275,596.960   332,602.102   MT  0.99991306   +0 18 15.6
 RF0703;UTM  19      - 5,110,692.210   571,206.353   MT  0.99966233   +0 39 53.7
 RF0703
 RF0703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0703!SPC ME E     -   0.99996509  x   0.99991306  =   0.99987815
 RF0703!UTM  19      -   0.99996509  x   0.99966233  =   0.99962743
 RF0703
 RF0703|---------------------------------------------------------------------|
 RF0703| PID    Reference Object                     Distance      Geod. Az  |
 RF0703|                                                           dddmmss.s |
 RF0703| DA5487 MARLEY RM 2                          14.219 METERS 09211     |
 RF0703| DA5486 MARLEY RM 1                          11.183 METERS 16308     |
 RF0703| RF0141 LIME                                APPROX. 1.4 KM 1923415.8 |
 RF0703| RF0705 SMYRNA MILLS ST HWY RAD MAST        APPROX. 2.2 KM 3260215.9 |
 RF0703|---------------------------------------------------------------------|
 RF0703
 RF0703                          SUPERSEDED SURVEY CONTROL
 RF0703
 RF0703  NAD 83(1992)-  46 08 45.91220(N)    068 04 40.70597(W) AD(       ) 2
 RF0703  NAD 83(1986)-  46 08 45.91512(N)    068 04 40.72564(W) AD(       ) 2
 RF0703  NAD 27      -  46 08 45.72450(N)    068 04 42.64230(W) AD(       ) 2
 RF0703  NGVD 29 (07/19/86)  246.6    (m)          809.     (f) VERT ANG       
 RF0703
 RF0703.Superseded values are not recommended for survey control.
 RF0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0703.See file dsdata.txt to determine how the superseded data were derived.
 RF0703
 RF0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM7120610692(NAD 83)
 RF0703_MARKER: DS = TRIANGULATION STATION DISK
 RF0703_SETTING: 66 = SET IN ROCK OUTCROP
 RF0703_STAMPING: MARLEY 1959
 RF0703_MARK LOGO: CGS   
 RF0703_MAGNETIC: N = NO MAGNETIC MATERIAL
 RF0703_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0703+STABILITY: POSITION/ELEVATION WELL
 RF0703
 RF0703  HISTORY     - Date     Condition        Report By
 RF0703  HISTORY     - 1959     MONUMENTED       CGS
 RF0703  HISTORY     - 1972     SEE DESCRIPTION  MEDT
 RF0703  HISTORY     - 1981     GOOD             MEDT
 RF0703  HISTORY     - 19810518 GOOD             NGS
 RF0703
 RF0703                          STATION DESCRIPTION
 RF0703
 RF0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (HRL)
 RF0703'STATION IS LOCATED ABOUT 5-1/2 MILES NORTHEAST OF OAKFIELD AND
 RF0703'ABOUT 5 MILES EAST NORTHEAST OF SMYRNA MILLS IN AN OPEN FIELD
 RF0703'ON PROPERTY OF MR. CLIFFORD MC GARY.  STATION IS 8 FEET NORTH
 RF0703'OF WITNESS POST.  THE DISK IS CEMENTED FLUSH IN A DRILL HOLE IN
 RF0703'A LARGE OUTCROPPING ROCK AND THE DISK IS STAMPED MARLEY 1959.
 RF0703'
 RF0703'REFERENCE MARK NO. 1 IS 29 FEET SOUTH OF WITNESS POST.  THE
 RF0703'DISK IS CEMENTED FLUSH IN A DRILL HOLE IN OUTCROPPING ROCK WHICH
 RF0703'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED MARLEY NO 1 1959.
 RF0703'
 RF0703'REFERENCE MARK NO. 2 IS 45 FEET EAST OF WITNESS POST.  THE
 RF0703'DISK IS CEMENTED FLUSH IN A DRILL HOLE IN OUTCROPPING ROCK WHICH
 RF0703'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED MARLEY NO 2 1959.
 RF0703'
 RF0703'TO REACH STATION FROM THE POST OFFICE IN SMYRNA MILLS GO EAST
 RF0703'ON U.S. HIGHWAY 2 FOR 4.6 MILES TO A POTATO BARN AND FIELD
 RF0703'ROAD ON LEFT.  TURN LEFT AND GO NORTHWEST ACROSS FIELD FOR 0.1
 RF0703'MILE TO STATION AS DESCRIBED.
 RF0703'
 RF0703'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 RF0703'NO. 2 IS 14.935 METERS OR 49.00 FEET.
 RF0703'
 RF0703'NO AZIMUTH MARK WAS SET BUT STATION LIME IS INTERVISIBLE.
 RF0703'
 RF0703'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 RF0703
 RF0703                          STATION RECOVERY (1972)
 RF0703
 RF0703'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1972 (BJR)
 RF0703'STATION MARLEY RECOVERED AS DESCRIBED BUT IN POOR CONDITION.  R.M. 1
 RF0703'RECOVERED AS DESCRIBED.  R.M. 2 DESTROYED.
 RF0703
 RF0703                          STATION RECOVERY (1981)
 RF0703
 RF0703'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1981 (BJR)
 RF0703'MARLEY - 1959 FOUND, MORTAR IS BREAKING AWAY, MARK SOLID.
 RF0703'
 RF0703'MARLEY NO. 1 - 1959 RECOVERED GOOD.
 RF0703'
 RF0703'MARLEY NO. 2 - 1959 MISSING.
 RF0703'
 RF0703'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5.5 MI. NORTHEAST
 RF0703'OF OAKFIELD.
 RF0703
 RF0703                          STATION RECOVERY (1981)
 RF0703
 RF0703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 RF0703'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 RF0703'CONDITION.  THE DISK FOR REFERENCE MARK 2 HAD BEEN REMOVED FROM THE
 RF0703'DRILL HOLE.  REFERENCE MARK 3 WAS SET IN THE SAME DRILL HOLE.  A
 RF0703'SHORTER DISTANCE OF 0.05 FT (1.52 CM) WAS NOTED TO REFERENCE MARK 1. A
 RF0703'NEW DESCRIPTION FOLLOWS.
 RF0703' 
 RF0703'THE STATION IS LOCATED ABOUT 8.9 KM (5.55 MI) NORTHEAST OF OAKFIELD,
 RF0703'8.0 KM (4.95 MI) EAST NORTHEAST OF SMYRNA MILLS AND ON A HIGH HILL
 RF0703'COVERED WITH SPRUCE TREES. OWNERSHIP-- MR BLISS SMALL, RFD BOX 50,
 RF0703'OAKFIELD, MAINE 04763, TELEPHONE 207 757-8679.  TO REACH THE STATION
 RF0703'FROM THE POST OFFICE IN SMYRNA MILLS, GO EAST ON US HIGHWAY 2 FOR 6.8
 RF0703'KM (4.20 MI) TO A SIDE ROAD RIGHT.  CONTINUE EAST ON HIGHWAY 2 FOR 0.3
 RF0703'KM (0.20 MI) TO A POWERLINE POLE ON THE LEFT AT A HIGH CUT-BANK AND
 RF0703'THE END OF TRUCK TRAVEL.  PACK NORTH UP-HILL FOR ABOUT 150 YARDS TO A
 RF0703'ROCK OUTCROP IN A CLEARING AND THE STATION.
 RF0703' 
 RF0703'THE STATION IS A STANDARD NGS DISK STAMPED--MARLEY 1959--, CEMENTED IN
 RF0703'A DRILL HOLE IN A ROCK OUTCROP THAT PROJECTS 0.60 M (1.97 FT) LOCATED
 RF0703'8.5 FT (2.6 M)  N FROM A METAL WITNESS POST.  REFERENCE MARK NO 1 IS A
 RF0703'STANDARD NGS DISK STAMPED-- MARLEY NO 1 1959--, CEMENTED IN A DRILL
 RF0703'HOLE IN A ROCK OUTCROP THAT IS FLUSH WITH THE GROUND LOCATED 28.0 FT
 RF0703'(8.5 M) S FROM A METAL WITNESS POST, AND 3.0 FT (0.9 M) LOWER THAN THE
 RF0703'STATION. REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--MARLEY
 RF0703'1959 NO 3 1981--, CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP THAT IS
 RF0703'FLUSH WITH THE GROUND LOCATED 46.0 FT (14.0 M) E FROM THE METAL
 RF0703'WITNESS POST, AND 2.0 FT (0.6 M) LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0727 ***********************************************************************
 RE0727  DESIGNATION -  MARS HILL
 RE0727  PID         -  RE0727
 RE0727  STATE/COUNTY-  ME/AROOSTOOK
 RE0727  USGS QUAD   -  MARS HILL (1984)
 RE0727
 RE0727                         *CURRENT SURVEY CONTROL
 RE0727  ___________________________________________________________________
 RE0727* NAD 83(1996)-  46 31 16.06310(N)    067 48 49.33429(W)     ADJUSTED  
 RE0727* NAVD 88     -       531.06   (+/-2cm)    1742.3    (feet)  VERTCON   
 RE0727  ___________________________________________________________________
 RE0727  LAPLACE CORR-           3.86  (seconds)                    DEFLEC99
 RE0727  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 RE0727
 RE0727  HORZ ORDER  -  FIRST
 RE0727  VERT ORDER  -  THIRD ? (See Below)
 RE0727
 RE0727.The horizontal coordinates were established by classical geodetic methods
 RE0727.and adjusted by the National Geodetic Survey in March 1998..
 RE0727
 RE0727.The NAVD 88 height was computed by applying the VERTCON shift value to
 RE0727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RE0727.The vertical order pertains to the NGVD 29 superseded value.
 RE0727
 RE0727.The Laplace correction was computed from DEFLEC99 derived deflections.
 RE0727
 RE0727.The geoid height was determined by GEOID03.
 RE0727
 RE0727;                    North         East     Units Scale Factor Converg.
 RE0727;SPC ME E     -   317,423.791   352,656.121   MT  0.99993407   +0 29 52.8
 RE0727;UTM  19      - 5,152,634.680   590,991.132   MT  0.99970177   +0 51 39.1
 RE0727
 RE0727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RE0727!SPC ME E     -   0.99992040  x   0.99993407  =   0.99985448
 RE0727!UTM  19      -   0.99992040  x   0.99970177  =   0.99962219
 RE0727
 RE0727|---------------------------------------------------------------------|
 RE0727| PID    Reference Object                     Distance      Geod. Az  |
 RE0727|                                                           dddmmss.s |
 RE0727| DA5488 MARS HILL RM 1                                     07754     |
 RE0727| DA5489 MARS HILL RM 2                                     22828     |
 RE0727| RE0722 BLAINE                              APPROX.11.6 KM 2423704.7 |
 RE0727|---------------------------------------------------------------------|
 RE0727
 RE0727                          SUPERSEDED SURVEY CONTROL
 RE0727
 RE0727  NAD 83(1992)-  46 31 16.05870(N)    067 48 49.33044(W) AD(       ) 1
 RE0727  NAD 83(1986)-  46 31 16.05415(N)    067 48 49.34012(W) AD(       ) 1
 RE0727  NAD 27      -  46 31 15.85733(N)    067 48 51.28236(W) AD(       ) 1
 RE0727  NGVD 29 (07/19/86)  531.27   (m)         1743.0    (f) LEVELING    3  
 RE0727
 RE0727.Superseded values are not recommended for survey control.
 RE0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0727.See file dsdata.txt to determine how the superseded data were derived.
 RE0727
 RE0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM9099152635(NAD 83)
 RE0727_MARKER: DD = SURVEY DISK
 RE0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RE0727
 RE0727  HISTORY     - Date     Condition        Report By
 RE0727  HISTORY     - 1916     MONUMENTED       GSC
 RE0727  HISTORY     - 1929     SEE DESCRIPTION  GSC
 RE0727  HISTORY     - 1941     SEE DESCRIPTION  CGS
 RE0727  HISTORY     - 1942     SEE DESCRIPTION  CGS
 RE0727
 RE0727                          STATION DESCRIPTION
 RE0727
 RE0727'DESCRIBED BY GEODETIC SURVEY OF CANADA 1916 (JLR)
 RE0727'IN MARS HILL TOWNSHIP, ABOUT 4 MILES EAST OF MARS HILL VILLAGE, ON A
 RE0727'VERY PROMINENT HILL KNOWN AS MARS HILL, WHICH RISES 1,200 FEET ABOVE
 RE0727'THE SURROUNDING COUNTRY, AND IS IN THE FORM OF A NORTH - AND - SOUTH
 RE0727'RIDGE ABOUT 4 MILES LONG.  THE STATION IS ON THE HIGHEST PEAK, AND AT
 RE0727'THE SOUTH END OF THE RIDGE ON OPEN BARE BEDROCK.
 RE0727'
 RE0727'STATION MARK--STANDARD BOLT OF THE GEODETIC SURVEY OF CANADA SET IN
 RE0727'BEDROCK.
 RE0727
 RE0727                          STATION RECOVERY (1929)
 RE0727
 RE0727'RECOVERY NOTE BY GEODETIC SURVEY OF CANADA 1929
 RE0727'FROM FLORENCEVILLE ON THE ST. JOHN RIVER PROCEED THROUGH
 RE0727'CENTREVILLE TO MARS HILL VILLAGE.  PROCEED ABOUT 2 MILES TO THE
 RE0727'HOME OF MR. CLARENCE MC PHERSON NEAR THE SW SLOPE OF THE HILL.
 RE0727'
 RE0727'MARKED BY A STANDARD MONUMENT WITH BRONZE TABLET, SET VERTICALLY
 RE0727'OVER A DRILLED HOLE IN THE ROCK MARKING THE STATION USED BY THE
 RE0727'INTERNATIONAL BOUNDARY COMMISSION.  THE COPPER BOLT HAD BEEN
 RE0727'EXTRACTED PREVIOUS TO 1929.
 RE0727'
 RE0727'THE ELEVATION OF THE BRONZE TABLET AS DETERMINED FROM
 RE0727'TRIGONOMETRIC LEVELING IS 1,748.0 FEET.
 RE0727
 RE0727                          STATION RECOVERY (1941)
 RE0727
 RE0727'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (PLB)
 RE0727'THE STATION RECOVERED AS DESCRIBED, BUT THE DISK FOUND IN A
 RE0727'BADLY BATTERED CONDITION AND THE MARKINGS ON THE DISK
 RE0727'UNREADABLE.  FOLLOWING IS A NEW DESCRIPTION--
 RE0727'
 RE0727'THE STATION IS LOCATED ABOUT 4 MILES E OF THE TOWN OF MARS HILL,
 RE0727'ON A VERY PROMINENT HILL LOCALLY KNOWN AS MARS HILL WHICH RISES
 RE0727'ABOUT 1,200 FEET ABOVE THE SURROUNDING COUNTRY, AND IS IN THE
 RE0727'FORM OF A N-AND-S RIDGE ABOUT 4 MILES LONG.  THE STATION IS ON
 RE0727'THE HIGHEST POINT, AND AT THE S END OF THE RIDGE.  IT IS A
 RE0727'STANDARD G.S.C. DISK SET IN A CONCRETE MONUMENT ABOUT 3 FEET
 RE0727'SQUARE AND PROJECTS ABOUT 2 FEET.
 RE0727'
 RE0727'REFERENCE MARK NO. 1 IS A STANDARD U.S.C. AND G.S. DISK SET IN
 RE0727'A DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND.  THE DISK IS
 RE0727'STAMPED MARS HILL, G.S.C. NO. 1 1941.
 RE0727'
 RE0727'REFERENCE MARK NO. 2 IS ABOUT 10 FEET N OF THE S EDGE OF THE
 RE0727'HILL, AND ABOUT 10 FEET BELOW THE STATION ELEVATION.  THE MARK IS
 RE0727'A STANDARD U.S.C. AND G.S. DISK, STAMPED MARS HILL, G.S.C. NO. 2,
 RE0727'1941, SET IN A DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND.
 RE0727'
 RE0727'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 1 AND
 RE0727'1-A IN MARS HILL, GO S ON HIGHWAY 1-A FOR 0.4 MILE TO A
 RE0727'T-ROAD RIGHT (A LARGE ROUND WATER TROUGH SET IN THE MIDDLE OF THE
 RE0727'T-INTERSECTION), TURN RIGHT AND GO 1.3 MILES TO A LARGE WHITE
 RE0727'HOUSE AND A T-ROAD RIGHT, TURN RIGHT AND GO 0.5 MILE TO A FARM
 RE0727'ROAD LEFT, TURN LEFT ON FARM ROAD AND GO 0.5 MILE TO THE END OF
 RE0727'THE ROAD AT THE FOOT OF THE HILL AND END OF TRUCK TRAVEL.  FROM
 RE0727'THIS POINT FOLLOW A BLAZED TRAIL UP THE HILL TO THE HIGHEST
 RE0727'POINT AND STATION SITE.  PACK WILL REQUIRE ABOUT 1-1/2 HOURS.
 RE0727'
 RE0727'A 4-FOOT STAND REQUIRED TO CLEAR ALL LINES.
 RE0727
 RE0727                          STATION RECOVERY (1942)
 RE0727
 RE0727'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 RE0727'STATION RECOVERED AS DESCRIBED.  THIS STATION WAS VISITED ONLY
 RE0727'BY A LIGHTKEEPER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0397 ***********************************************************************
 OB0397  DESIGNATION -  MARSH
 OB0397  PID         -  OB0397
 OB0397  STATE/COUNTY-  ME/LINCOLN
 OB0397  USGS QUAD   -  LOUDS ISLAND (1979)
 OB0397
 OB0397                         *CURRENT SURVEY CONTROL
 OB0397  ___________________________________________________________________
 OB0397* NAD 83(1996)-  43 54 38.38516(N)    069 24 00.21694(W)     ADJUSTED  
 OB0397* NAVD 88     -                                                        
 OB0397  ___________________________________________________________________
 OB0397  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 OB0397  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 OB0397
 OB0397  HORZ ORDER  -  THIRD
 OB0397
 OB0397.The horizontal coordinates were established by classical geodetic methods
 OB0397.and adjusted by the National Geodetic Survey in March 1998..
 OB0397
 OB0397
 OB0397.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0397
 OB0397.The geoid height was determined by GEOID03.
 OB0397
 OB0397;                    North         East     Units Scale Factor Converg.
 OB0397;SPC ME W     -   119,972.980   961,576.787   MT  1.00001328   +0 31 54.1
 OB0397;SPC ME E     -    27,501.028   227,708.471   MT  0.99996426   -0 37 27.3
 OB0397;UTM  19      - 4,862,028.182   467,877.425   MT  0.99961269   -0 16 38.9
 OB0397
 OB0397                          SUPERSEDED SURVEY CONTROL
 OB0397
 OB0397  NAD 83(1992)-  43 54 38.38649(N)    069 24 00.20407(W) AD(       ) 4
 OB0397  NAD 83(1986)-  43 54 38.39135(N)    069 24 00.21045(W) AD(       ) 4
 OB0397  NAD 27      -  43 54 38.09000(N)    069 24 02.07000(W) AD(       ) 3
 OB0397
 OB0397.Superseded values are not recommended for survey control.
 OB0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0397.See file dsdata.txt to determine how the superseded data were derived.
 OB0397
 OB0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ6787762028(NAD 83)
 OB0397
 OB0397  HISTORY     - Date     Condition        Report By
 OB0397  HISTORY     - UNK      MONUMENTED
 OB0397  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OB0397
 OB0397                          STATION DESCRIPTION
 OB0397
 OB0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FLP)
 OB0397'STATION WAS SEARCHED FOR BUT NOT FOUND.  PLANE-TABLE AND AIR
 OB0397'COMPILATION METHODS MIGHT REVEAL THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0402 ***********************************************************************
 OB0402  DESIGNATION -  MARSH
 OB0402  PID         -  OB0402
 OB0402  STATE/COUNTY-  ME/LINCOLN
 OB0402  USGS QUAD   -  LOUDS ISLAND (1979)
 OB0402
 OB0402                         *CURRENT SURVEY CONTROL
 OB0402  ___________________________________________________________________
 OB0402* NAD 83(1996)-  43 55 03.60662(N)    069 25 20.51307(W)     ADJUSTED  
 OB0402* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 OB0402  ___________________________________________________________________
 OB0402  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 OB0402  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 OB0402
 OB0402  HORZ ORDER  -  THIRD
 OB0402
 OB0402.The horizontal coordinates were established by classical geodetic methods
 OB0402.and adjusted by the National Geodetic Survey in March 1998..
 OB0402
 OB0402.The orthometric height was scaled from a topographic map.
 OB0402
 OB0402.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0402
 OB0402.The geoid height was determined by GEOID03.
 OB0402
 OB0402;                    North         East     Units Scale Factor Converg.
 OB0402;SPC ME W     -   120,735.009   959,778.187   MT  1.00001060   +0 30 58.6
 OB0402;SPC ME E     -    28,299.151   225,925.693   MT  0.99996747   -0 38 23.3
 OB0402;UTM  19      - 4,862,815.222   466,090.479   MT  0.99961414   -0 17 34.7
 OB0402
 OB0402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0402!SPC ME W     -   1.00000386  x   1.00001060  =   1.00001446
 OB0402!SPC ME E     -   1.00000386  x   0.99996747  =   0.99997133
 OB0402!UTM  19      -   1.00000386  x   0.99961414  =   0.99961800
 OB0402
 OB0402:                Primary Azimuth Mark                     Grid Az
 OB0402:SPC ME W     -  DAVIS 1859                               106 30 55.2
 OB0402:SPC ME E     -  DAVIS 1859                               107 40 17.1
 OB0402:UTM  19      -  DAVIS 1859                               107 19 28.5
 OB0402
 OB0402|---------------------------------------------------------------------|
 OB0402| PID    Reference Object                     Distance      Geod. Az  |
 OB0402|                                                           dddmmss.s |
 OB0402| OB0398 DAVIS 1859                          APPROX. 3.3 KM 1070153.8 |
 OB0402| OB0399 FRANKLIN ISLAND LH                  APPROX. 4.8 KM 1263159.6 |
 OB0402| OB0379 OLD MAN LEDGE DAYBEACON             APPROX.12.1 KM 1343632.7 |
 OB0402| OB0378 MONHEGAN LIGHT                      APPROX.19.0 KM 1531139.5 |
 OB0402| CE8305 MARSH RM 2                                         19758     |
 OB0402| CE8304 MARSH RM 1                                         32315     |
 OB0402|---------------------------------------------------------------------|
 OB0402
 OB0402                          SUPERSEDED SURVEY CONTROL
 OB0402
 OB0402  NAD 83(1992)-  43 55 03.60825(N)    069 25 20.50127(W) AD(       ) 3
 OB0402  NAD 83(1986)-  43 55 03.61310(N)    069 25 20.50754(W) AD(       ) 3
 OB0402  NAD 27      -  43 55 03.32600(N)    069 25 22.32600(W) AD(       ) 3
 OB0402
 OB0402.Superseded values are not recommended for survey control.
 OB0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0402.See file dsdata.txt to determine how the superseded data were derived.
 OB0402
 OB0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ6609062815(NAD 83)
 OB0402_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OB0402_SETTING: 66 = SET IN ROCK OUTCROP
 OB0402
 OB0402  HISTORY     - Date     Condition        Report By
 OB0402  HISTORY     - 1953     MONUMENTED       CGS
 OB0402
 OB0402                          STATION DESCRIPTION
 OB0402
 OB0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (PT)
 OB0402'THE STATION IS LOCATED IN MUSCONGUS BAY ON THE EASTERLY SIDE OF
 OB0402'MARSH ISLAND, ABOUT 6.0 MILES SOUTHWEST OF THE VILLAGE OF
 OB0402'FRIENDSHIP, ABOUT 5.0 MILES NORTHEAST OF NEW HARBOR AND ABOUT 3.0
 OB0402'MILES NORTHWEST OF FRANKLIN ISLAND LIGHTHOUSE.  THE STATION IS
 OB0402'ON THE MOST PROMINENT ROCKY POINT IN ABOUT THE CENTER OF THE
 OB0402'ISLAND AND IS 16.0 FEET WEST OF THE HIGH-WATER LINE.
 OB0402'
 OB0402'ALL MARKS ARE STANDARD DISKS SET IN DRILL HOLES IN OUTCROPPING
 OB0402'BEDROCK.
 OB0402'
 OB0402'THE STATION MARK IS MARKED BY A DISK STAMPED MARSH 1953.
 OB0402'
 OB0402'REFERENCE MARK NO. 1 IS ON A BARE ROCK LEDGE AND ABOUT 3 FEET
 OB0402'FROM THE TREE LINE.  IT IS STAMPED MARSH NO 1, 1953.
 OB0402'
 OB0402'REFERENCE MARK NO. 2 IS ON A SIMILAR BARE ROCK LEDGE WHICH IS
 OB0402'ABOUT 3 FEET LOWER THAN THE STATION AND ABOUT 6 FEET FROM THE
 OB0402'TREE LINE.  IT IS STAMPED MARSH NO 2, 1953.
 OB0402'
 OB0402'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0506 ***********************************************************************
 QG0506  DESIGNATION -  MARSH AZ MK
 QG0506  PID         -  QG0506
 QG0506  STATE/COUNTY-  ME/PENOBSCOT
 QG0506  USGS QUAD   -  NINE MEADOW RIDGE (1988)
 QG0506
 QG0506                         *CURRENT SURVEY CONTROL
 QG0506  ___________________________________________________________________
 QG0506* NAD 83(1986)-  45 23 17.     (N)    068 35 37.     (W)     SCALED    
 QG0506* NAVD 88     -        86.409  (meters)     283.49   (feet)  ADJUSTED  
 QG0506  ___________________________________________________________________
 QG0506  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 QG0506  DYNAMIC HT  -          86.410 (meters)     283.50  (feet)  COMP
 QG0506  MODELED GRAV-     980,623.6   (mgal)                       NAVD 88
 QG0506
 QG0506  VERT ORDER  -  SECOND    CLASS 0
 QG0506
 QG0506.The horizontal coordinates were scaled from a topographic map and have
 QG0506.an estimated accuracy of +/- 6 seconds.
 QG0506
 QG0506.The orthometric height was determined by differential leveling
 QG0506.and adjusted by the National Geodetic Survey in June 1991..
 QG0506
 QG0506.The geoid height was determined by GEOID03.
 QG0506
 QG0506.The dynamic height is computed by dividing the NAVD 88
 QG0506.geopotential number by the normal gravity value computed on the
 QG0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0506.degrees latitude (g = 980.6199 gals.).
 QG0506
 QG0506.The modeled gravity was interpolated from observed gravity values.
 QG0506
 QG0506;                    North         East    Units  Estimated Accuracy
 QG0506;SPC ME E     -   191,270.      292,670.      MT  (+/- 180 meters Scaled)
 QG0506
 QG0506                          SUPERSEDED SURVEY CONTROL
 QG0506
 QG0506  NGVD 29 (??/??/92)   86.59   (m)          284.1    (f) COMPUTED    2 0
 QG0506
 QG0506.Superseded values are not recommended for survey control.
 QG0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0506.See file dsdata.txt to determine how the superseded data were derived.
 QG0506
 QG0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL318261(NAD 83)
 QG0506_MARKER: DZ = AZIMUTH MARK DISK
 QG0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0506_STAMPING: MARSH 1958
 QG0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0506+STABILITY: SURFACE MOTION
 QG0506
 QG0506  HISTORY     - Date     Condition        Report By
 QG0506  HISTORY     - 1958     MONUMENTED       CGS
 QG0506  HISTORY     - 1959     GOOD             NGS
 QG0506
 QG0506                          STATION DESCRIPTION
 QG0506
 QG0506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QG0506'14.2 MI NE FROM HOWLAND.
 QG0506'11.1 MILES NORTHEAST ALONG STATE HIGHWAY 116 FROM THE NORTH END
 QG0506'OF THE LARGE STATE HIGHWAY 116 BRIDGE OVER THE PISCATAQUIS RIVER
 QG0506'AT HOWLAND, THENCE 3.10 MILES NORTHWEST ALONG A GRAVELED ROAD,
 QG0506'AT THE OUTSIDE OF A CURVE, 0.6 MILE SOUTHWEST OF THE CANADIAN
 QG0506'PACIFIC RAILWAY CROSSING, 19 1/2 FEET NORTHWEST OF CENTER LINE OF
 QG0506'ROAD, 10 FEET NORTHEAST OF A 12-INCH BLAZED PINE TREE, 2.6 FEET
 QG0506'SOUTH OF A WHITE METAL WITNESS POST, SET IN TOP OF A CONCRETE POST
 QG0506'PROJECTING 5 INCHES ABOVE THE GROUND AND ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1707 ***********************************************************************
 QF1707  DESIGNATION -  MARSH IBC
 QF1707  PID         -  QF1707
 QF1707  STATE/COUNTY-  ME/WASHINGTON
 QF1707  USGS QUAD   -  FOREST CITY (1988)
 QF1707
 QF1707                         *CURRENT SURVEY CONTROL
 QF1707  ___________________________________________________________________
 QF1707* NAD 83(1996)-  45 39 55.87608(N)    067 44 00.54097(W)     ADJUSTED  
 QF1707* NAVD 88     -       133.     (meters)     436.     (feet)  SCALED    
 QF1707  ___________________________________________________________________
 QF1707  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 QF1707  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 QF1707
 QF1707  HORZ ORDER  -  THIRD
 QF1707
 QF1707.The horizontal coordinates were established by classical geodetic methods
 QF1707.and adjusted by the National Geodetic Survey in March 1998..
 QF1707
 QF1707.The orthometric height was scaled from a topographic map.
 QF1707
 QF1707.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1707
 QF1707.The geoid height was determined by GEOID03.
 QF1707
 QF1707;                    North         East     Units Scale Factor Converg.
 QF1707;SPC ME E     -   222,386.778   359,727.636   MT  0.99994384   +0 32 53.8
 QF1707;UTM  19      - 5,057,665.696   598,658.359   MT  0.99971967   +0 54 21.5
 QF1707
 QF1707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1707!SPC ME E     -   0.99998291  x   0.99994384  =   0.99992675
 QF1707!UTM  19      -   0.99998291  x   0.99971967  =   0.99970258
 QF1707
 QF1707|---------------------------------------------------------------------|
 QF1707| PID    Reference Object                     Distance      Geod. Az  |
 QF1707|                                                           dddmmss.s |
 QF1707| QF1700 RUIN IBC                            118.384 METERS 08319     |
 QF1707| QF1709 REFERENCE MON 56=CLOSE              145.353 METERS 21704     |
 QF1707| QF1716 FOSTER IBC                          333.022 METERS 29323     |
 QF1707|---------------------------------------------------------------------|
 QF1707
 QF1707                          SUPERSEDED SURVEY CONTROL
 QF1707
 QF1707  NAD 83(1992)-  45 39 55.87297(N)    067 44 00.53919(W) AD(       ) 3
 QF1707  NAD 83(1986)-  45 39 55.87698(N)    067 44 00.55518(W) AD(       ) 3
 QF1707  NAD 27      -  45 39 55.66200(N)    067 44 02.53000(W) AD(       ) 3
 QF1707
 QF1707.Superseded values are not recommended for survey control.
 QF1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1707.See file dsdata.txt to determine how the superseded data were derived.
 QF1707
 QF1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9865857666(NAD 83)
 QF1707_MARKER: DD = SURVEY DISK
 QF1707_SETTING: 80 = SET IN A BOULDER
 QF1707_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF1707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1707+STABILITY: SURFACE MOTION
 QF1707
 QF1707  HISTORY     - Date     Condition        Report By
 QF1707  HISTORY     - 1946     MONUMENTED       IBC
 QF1707  HISTORY     - 1955     GOOD             IBC
 QF1707
 QF1707                          STATION DESCRIPTION
 QF1707
 QF1707'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF1707'AT THE W EDGE OF FOREST CITY, NEW BRUNSWICK, ABOUT 500 FEET N OF THE
 QF1707'OUTLET OF GRAND LAKE, AND 20 FEET INSIDE THE LINE OF BUSHES AND TREES
 QF1707'ON A NARROW BANK ALONG THE E SHORE OF GRAND LAKE.  THE STATION IS ON A
 QF1707'ROCK 8 FEET SQUARE, SLOPING FROM 2 FEET HIGH ON THE E TO THE GROUND
 QF1707'LEVEL ON THE W, IN DENSE MARSH GRASS.
 QF1707'
 QF1707'STATION MARK IS AN IBC BRONZE STATION DISK IN A DRILL HOLE IN THE
 QF1707'ROCK.
 QF1707
 QF1707                          STATION RECOVERY (1955)
 QF1707
 QF1707'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1707'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1677 ***********************************************************************
 OC1677  DESIGNATION -  MARSH RESET
 OC1677  PID         -  OC1677
 OC1677  STATE/COUNTY-  ME/CUMBERLAND
 OC1677  USGS QUAD   -  PORTLAND EAST (1975)
 OC1677
 OC1677                         *CURRENT SURVEY CONTROL
 OC1677  ___________________________________________________________________
 OC1677* NAD 83(1996)-  43 40 32.92194(N)    070 09 19.06756(W)     ADJUSTED  
 OC1677* NAVD 88     -        13.     (meters)      43.     (feet)  SCALED    
 OC1677  ___________________________________________________________________
 OC1677  LAPLACE CORR-           3.32  (seconds)                    DEFLEC99
 OC1677  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 OC1677
 OC1677  HORZ ORDER  -  SECOND
 OC1677
 OC1677.The horizontal coordinates were established by classical geodetic methods
 OC1677.and adjusted by the National Geodetic Survey in March 1998..
 OC1677
 OC1677.The orthometric height was scaled from a topographic map.
 OC1677
 OC1677.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1677
 OC1677.The geoid height was determined by GEOID03.
 OC1677
 OC1677;                    North         East     Units Scale Factor Converg.
 OC1677;SPC ME W     -    93,594.345   900,916.875   MT  0.99996668   +0 00 28.3
 OC1677;UTM  19      - 4,836,515.411   406,871.974   MT  0.99970668   -0 47 52.4
 OC1677
 OC1677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1677!SPC ME W     -   1.00000208  x   0.99996668  =   0.99996876
 OC1677!UTM  19      -   1.00000208  x   0.99970668  =   0.99970875
 OC1677
 OC1677|---------------------------------------------------------------------|
 OC1677| PID    Reference Object                     Distance      Geod. Az  |
 OC1677|                                                           dddmmss.s |
 OC1677| CE8307 MARSH RM 2                           18.815 METERS 02320     |
 OC1677| OC1522 HOPE IS S CHIM W WING LGE HSE       APPROX. 4.0 KM 0431254.9 |
 OC1677| OC1550 CROTCH I W NECK S END HSE CHIM      APPROX. 3.6 KM 0675003.1 |
 OC1677| OC1544 JEWELL ISLAND RADAR TOWER           APPROX. 4.7 KM 0862144.6 |
 OC1677| CE8306 MARSH RM 1                           14.638 METERS 16431     |
 OC1677| OC1593 CAPE ELIZABETH CG STA E RAD TR      APPROX.12.8 KM 1954217.5 |
 OC1677| OC1592 CAPE ELIZABETH CG STA W RAD TR      APPROX.12.8 KM 1954701.0 |
 OC1677| OC1591 CAPE ELIZABETH RADAR TOWER          APPROX.12.9 KM 1954834.3 |
 OC1677| OC1567 WIRELESS TELEGRAPH POLE E OLD       APPROX.12.9 KM 1964657.7 |
 OC1677| OC1568 WIRELESS TELEGRAPH POLE W OLD       APPROX.12.9 KM 1965847.8 |
 OC1677| OC1600 CAPE ELIZABETH WEST LIGHTHOUSE      APPROX.13.0 KM 1970641.4 |
 OC1677| OC1706 RAM IS STUCCO HOUSE CHIMNEY         APPROX. 5.1 KM 2101334.3 |
 OC1677| OC1559 FT WILLIAMS NE RADIO TOWER          APPROX. 7.6 KM 2172656.3 |
 OC1677| OC1563 FT WILLIAMS SW RADIO TOWER          APPROX. 7.7 KM 2173047.0 |
 OC1677| OC1652 CUSHING ISLAND RADIO MAST           APPROX. 4.7 KM 2213642.7 |
 OC1677| OC1672 CUSHING ISLAND RADAR TOWER          APPROX. 4.4 KM 2214313.6 |
 OC1677| OC1812 PORTLAND SPTANDPIPE                 APPROX. 7.8 KM 2643849.8 |
 OC1677| OC0189 BATTERY K                           APPROX. 0.9 KM 2840732.1 |
 OC1677| OC1680 LONG ISLAND WINDMILL                APPROX. 1.0 KM 3405947.8 |
 OC1677|---------------------------------------------------------------------|
 OC1677
 OC1677                          SUPERSEDED SURVEY CONTROL
 OC1677
 OC1677  NAD 83(1992)-  43 40 32.92007(N)    070 09 19.06821(W) AD(       ) 2
 OC1677  NAD 83(1986)-  43 40 32.92622(N)    070 09 19.07361(W) AD(       ) 2
 OC1677  NAD 27      -  43 40 32.63000(N)    070 09 20.90500(W) AD(       ) 2
 OC1677
 OC1677.Superseded values are not recommended for survey control.
 OC1677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1677.See file dsdata.txt to determine how the superseded data were derived.
 OC1677
 OC1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0687236515(NAD 83)
 OC1677_MARKER: DS = TRIANGULATION STATION DISK
 OC1677_SETTING: 66 = SET IN ROCK OUTCROP
 OC1677
 OC1677  HISTORY     - Date     Condition        Report By
 OC1677  HISTORY     - 1933     MONUMENTED       CGS
 OC1677  HISTORY     - 1941     GOOD             CGS
 OC1677  HISTORY     - 1941     GOOD             CGS
 OC1677  HISTORY     - 1943     GOOD             CGS
 OC1677  HISTORY     - 1979     GOOD             LOCENG
 OC1677
 OC1677                          STATION DESCRIPTION
 OC1677
 OC1677'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1677'THE STATION IS ON THE S END OF VAILL ISLAND ON TOP OF A HIGH MOUND
 OC1677'OF ROCK WHICH IS AT THE TOP OF THE SLOPE UP FROM A SMALL POND
 OC1677'FORMED AT LOW TIDE ON THE W SIDE OF THE ISLAND.  IT IS 100 METERS
 OC1677'N OF HIGH-WATER LINE AT THE S TIP AND 50 METERS SW OF THE HIGHEST
 OC1677'POINT ON THE ISLAND.
 OC1677'
 OC1677'THE REFERENCE MARKS ARE ON LOW LEDGES OF ROCK NEAR THE TOP OF
 OC1677'THE SLOPE.
 OC1677'
 OC1677'THE STATION WAS RE-MARKED AND TWO REFERENCE MARKS
 OC1677'ESTABLISHED.  STATION AND REFERENCE MARKS ARE STANDARD DISKS
 OC1677'WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.
 OC1677
 OC1677                          STATION RECOVERY (1941)
 OC1677
 OC1677'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FLP)
 OC1677'RECOVERED AS DESCRIBED IN 1933.
 OC1677
 OC1677                          STATION RECOVERY (1941)
 OC1677
 OC1677'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1677'STATION IS LOCATED ON THE SW END OF VAILL ISLAND ON TOP OF A
 OC1677'HIGH ROCKY MOUND ABOUT 100 METERS N OF THE HIGH-WATER LINE AND
 OC1677'ABOUT 50 METERS SW OF THE HIGHEST POINT OF THE ISLAND.
 OC1677'
 OC1677'STATION IS MARKED BY A STANDARD DISK SET IN BEDROCK.  STAMPED
 OC1677'MARSH USE 1909 1933.
 OC1677'
 OC1677'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN BEDROCK ABOUT 2
 OC1677'FEET LOWER IN ELEVATION.  STAMPED MARSH USE 1909, 1933.
 OC1677'
 OC1677'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN BEDROCK ABOUT 2
 OC1677'FEET LOWER IN ELEVATION.  STAMPED MARSH USE 1909, 1933.
 OC1677'
 OC1677'RAM I LEDGE LIGHTHOUSE SERVES AS AN AZIMUTH MARK.
 OC1677'
 OC1677'DISTANCES AND DIRECTIONS TO REFERENCE MARKS CHECKED THE ORIGINAL
 OC1677'MEASUREMENTS.
 OC1677
 OC1677                          STATION RECOVERY (1943)
 OC1677
 OC1677'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 OC1677'STATION RECOVERED AND FOUND AS DESCRIBED.  ALL MARKS ARE IN GOOD
 OC1677'CONDITION.  DESCRIPTION SUBMITTED BY C.M.D. IN 1933 IS ACCURATE
 OC1677'AND ADEQUATE.  A DIFFERENCE OF 1 FT 47 IN IN THE ANGLE BETWEEN
 OC1677'THE REFERENCE MARKS OBSERVED IN 1943 AS COMPARED WITH 1933
 OC1677'OBSERVATIONS.
 OC1677
 OC1677                          STATION RECOVERY (1979)
 OC1677
 OC1677'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979 (DAM)
 OC1677'STATION RECOVERED BY WHITMAN AND HOWARD, INC.
 OC1677'
 OC1677'MARSH USE 1909 1933 GOOD
 OC1677'
 OC1677'DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2010 ***********************************************************************
 PE2010  DESIGNATION -  MARSHALL ISLAND RESET
 PE2010  PID         -  PE2010
 PE2010  STATE/COUNTY-  ME/HANCOCK
 PE2010  USGS QUAD   -  ISLE AU HAUT EAST (1983)
 PE2010
 PE2010                         *CURRENT SURVEY CONTROL
 PE2010  ___________________________________________________________________
 PE2010* NAD 83(1996)-  44 05 48.98355(N)    068 30 12.77160(W)     ADJUSTED  
 PE2010* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 PE2010  ___________________________________________________________________
 PE2010  LAPLACE CORR-           4.00  (seconds)                    DEFLEC99
 PE2010  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 PE2010
 PE2010  HORZ ORDER  -  THIRD
 PE2010
 PE2010.The horizontal coordinates were established by classical geodetic methods
 PE2010.and adjusted by the National Geodetic Survey in March 1998..
 PE2010
 PE2010.The orthometric height was scaled from a topographic map.
 PE2010
 PE2010.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2010
 PE2010.The geoid height was determined by GEOID03.
 PE2010
 PE2010;                    North         East     Units Scale Factor Converg.
 PE2010;SPC ME E     -    47,802.853   299,715.947   MT  0.99990000   -0 00 08.9
 PE2010;UTM  19      - 4,882,759.633   539,737.777   MT  0.99961942   +0 20 43.7
 PE2010
 PE2010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2010!SPC ME E     -   1.00000278  x   0.99990000  =   0.99990278
 PE2010!UTM  19      -   1.00000278  x   0.99961942  =   0.99962220
 PE2010
 PE2010|---------------------------------------------------------------------|
 PE2010| PID    Reference Object                     Distance      Geod. Az  |
 PE2010|                                                           dddmmss.s |
 PE2010| CE8097 MARSHALL ISLAND RM 1                  5.444 METERS 03835     |
 PE2010| CE8098 MARSHALL ISLAND RM 2                  4.097 METERS 16320     |
 PE2010| PE2021 ISLE AU HAUT                        APPROX. 9.7 KM 2501733.9 |
 PE2010|---------------------------------------------------------------------|
 PE2010
 PE2010                          SUPERSEDED SURVEY CONTROL
 PE2010
 PE2010  NAD 83(1992)-  44 05 48.99464(N)    068 30 12.75534(W) AD(       ) 3
 PE2010  NAD 83(1986)-  44 05 48.99623(N)    068 30 12.75935(W) AD(       ) 3
 PE2010  NAD 27      -  44 05 48.69900(N)    068 30 14.68300(W) AD(       ) 3
 PE2010
 PE2010.Superseded values are not recommended for survey control.
 PE2010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2010.See file dsdata.txt to determine how the superseded data were derived.
 PE2010
 PE2010_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ3973882760(NAD 83)
 PE2010
 PE2010  HISTORY     - Date     Condition        Report By
 PE2010  HISTORY     - 1907     MONUMENTED       CGS
 PE2010  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2010  HISTORY     - 1945     SEE DESCRIPTION  CGS
 PE2010  HISTORY     - 1945     SEE DESCRIPTION  CGS
 PE2010
 PE2010                          STATION DESCRIPTION
 PE2010
 PE2010'DESCRIBED BY COAST AND GEODETIC SURVEY 1907 (NHH)
 PE2010'ON THE EXTREME SOUTHERN POINT OF MARSHALL ISLAND, WHICH LIES
 PE2010'IN THE MOUTH OF JERICHO BAY TO THE SOUTHWARD AND WESTWARD OF
 PE2010'SWAN ISLAND.
 PE2010'
 PE2010'THE STATION IS MARKED BY A HOLE DRILLED IN A ROCK, AND IS ABOUT
 PE2010'30 FEET FROM HIGH-WATER MARK.
 PE2010
 PE2010                          STATION RECOVERY (1934)
 PE2010
 PE2010'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2010'THIS STATION IS ON THE NEXT TO THE MOST SOUTHERLY BARE PIECE
 PE2010'OF LEDGE ON THE EXTREME SOUTHERLY TIP OF MARSHALL ISLAND, WHICH
 PE2010'LIES IN JERICHO BAY BETWEEN ISLE AU HAUT AND SWAN ISLAND.  IT
 PE2010'IS ABOUT 30 FEET FROM HIGH-WATER LINE.
 PE2010'
 PE2010'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 PE2010'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 PE2010'
 PE2010'TWO REFERENCE MARKS ARE AS FOLLOWS--NO. 1 IS NE OF THE STATION
 PE2010'AND NO. 2 IS S OF THE STATION, BOTH ON THE SAME BARE LEDGE ON
 PE2010'WHICH THE STATION IS LOCATED.
 PE2010
 PE2010                          STATION RECOVERY (1945)
 PE2010
 PE2010'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (FLP)
 PE2010'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  DISTANCE
 PE2010'TO REFERENCE MARKS CHECKED.  RECOVERY NOTE OF K.G.C. ADEQUATE
 PE2010'EXCEPT STATION MARK IS BRONZE BOLT SET IN DRILL HOLE IN LEDGE
 PE2010'ROCK, AND STATION IS ABOUT 25 METERS N OF MEAN HIGH-WATER LINE
 PE2010'AT EXTREME S END OF POINT.
 PE2010
 PE2010                          STATION RECOVERY (1945)
 PE2010
 PE2010'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (LPR)
 PE2010'STATION APPARENTLY RECOVERED IN GOOD CONDITION.  AT THE
 PE2010'ENTRANCE TO JERICHO BAY, BETWEEN ISLE AU HAUT AND SWAN ISLAND, ON
 PE2010'MARSHALL ISLAND, ON THE S POINT OF THE ISLAND, ABOUT 50 METERS
 PE2010'N OF THE END OF THE POINT, ABOUT 10 METERS W OF THE HIGH-WATER
 PE2010'LINE ON THE E SIDE OF THE POINT, AND ON A BARE LEDGE OF ROCK.
 PE2010'THE STATION IS MARKED BY A COPPER BOLT LEADED IN A DRILL HOLE IN
 PE2010'A CREVICE IN THE ROCK.  THE 1934 DESCRIPTION SAYS THE STATION
 PE2010'IS MARKED BY A STANDARD DISK.  THIS IS APPARENTLY AN
 PE2010'ERROR.  THE 1934 DESCRIPTION WAS NOT AVAILABLE AT THE TIME THE
 PE2010'STATION WAS VISITED AND AT THAT TIME THERE APPEARED TO BE NO
 PE2010'DOUBT THAT THE STATION WAS RECOVERED AS DESCRIBED ABOVE.
 PE2010'
 PE2010'THE REFERENCE MARKS WERE FOUND AS DESCRIBED EXCEPT THAT THEY
 PE2010'APPEARED TO BE CEMENTED IN DRILL HOLES.  THE DISTANCES AND
 PE2010'DIRECTIONS TO THE REFERENCE MARKS WERE CHECKED ROUGHLY AND
 PE2010'AGREED CLOSELY WITH THE 1934 DATA.
 PE2010'
 PE2010'REFERENCE MARK 1 IS NE OF THE STATION AND IS STAMPED MARSHALL
 PE2010'ISLAND 1907 1934 NO 1.
 PE2010'
 PE2010'REFERENCE MARK 2 IS S OF THE STATION AND IS STAMPED MARSHALL
 PE2010'ISLAND 1907 1934 NO 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2136 ***********************************************************************
 PE2136  DESIGNATION -  MARSHALL POINT
 PE2136  PID         -  PE2136
 PE2136  STATE/COUNTY-  ME/WALDO
 PE2136  USGS QUAD   -  SEARSPORT (1988)
 PE2136
 PE2136                         *CURRENT SURVEY CONTROL
 PE2136  ___________________________________________________________________
 PE2136* NAD 83(1996)-  44 22 41.44745(N)    068 54 10.18369(W)     ADJUSTED  
 PE2136* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 PE2136  ___________________________________________________________________
 PE2136  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 PE2136  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 PE2136
 PE2136  HORZ ORDER  -  THIRD
 PE2136
 PE2136.The horizontal coordinates were established by classical geodetic methods
 PE2136.and adjusted by the National Geodetic Survey in March 1998..
 PE2136
 PE2136.The orthometric height was scaled from a topographic map.
 PE2136
 PE2136.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2136
 PE2136.The geoid height was determined by GEOID03.
 PE2136
 PE2136;                    North         East     Units Scale Factor Converg.
 PE2136;SPC ME E     -    79,129.153   267,899.771   MT  0.99991267   -0 16 54.3
 PE2136;UTM  19      - 4,913,882.430   507,740.959   MT  0.99960074   +0 04 04.7
 PE2136
 PE2136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2136!SPC ME E     -   1.00000302  x   0.99991267  =   0.99991569
 PE2136!UTM  19      -   1.00000302  x   0.99960074  =   0.99960376
 PE2136
 PE2136:                Primary Azimuth Mark                     Grid Az
 PE2136:SPC ME E     -  LONG COVE YELLOW TANK                    002 12 28.6
 PE2136:UTM  19      -  LONG COVE YELLOW TANK                    001 51 29.6
 PE2136
 PE2136|---------------------------------------------------------------------|
 PE2136| PID    Reference Object                     Distance      Geod. Az  |
 PE2136|                                                           dddmmss.s |
 PE2136| PE2133 LONG COVE YELLOW TANK               APPROX. 9.0 KM 0015534.3 |
 PE2136| PE2135 WEST STOCKTON WHITE CH SPIRE        APPROX.10.7 KM 0063745.6 |
 PE2136| PE2109 FORT POINT LH                       APPROX.12.3 KM 0361524.2 |
 PE2136| PE2110 FORT POINT LEDGE BEACON             APPROX.11.8 KM 0384159.3 |
 PE2136| CE8100 MARSHALL POINT RM 2                   6.695 METERS 04859     |
 PE2136| CE8101 MARSHALL POINT RM 3                   8.590 METERS 08904     |
 PE2136| CE8102 MARSHALL POINT RM 4                  14.190 METERS 14316     |
 PE2136| PE2295 JAMESON PT SAMOSET HOTEL TANK       APPROX.32.3 KM 2065431.0 |
 PE2136| PE2127 EAST NORTHPORT BLACK WATER TK       APPROX. 5.2 KM 2635334.8 |
 PE2136| CE8099 MARSHALL POINT RM 1                   3.861 METERS 30300     |
 PE2136| PE2255 BELFAST ELEVATOR                    APPROX.11.6 KM 3050247.0 |
 PE2136| PE2138 STEEL LEDGE MONUMENT LIGHT          APPROX. 7.2 KM 3093143.0 |
 PE2136| PE2139 PATERSON POINT HOUSE CUPOLA         APPROX. 8.5 KM 3122435.0 |
 PE2136|---------------------------------------------------------------------|
 PE2136
 PE2136                          SUPERSEDED SURVEY CONTROL
 PE2136
 PE2136  NAD 83(1992)-  44 22 41.44917(N)    068 54 10.16259(W) AD(       ) 3
 PE2136  NAD 83(1986)-  44 22 41.45351(N)    068 54 10.16147(W) AD(       ) 3
 PE2136  NAD 27      -  44 22 41.17000(N)    068 54 12.05100(W) AD(       ) 3
 PE2136
 PE2136.Superseded values are not recommended for survey control.
 PE2136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2136.See file dsdata.txt to determine how the superseded data were derived.
 PE2136
 PE2136_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK0774113882(NAD 83)
 PE2136_MARKER: B = BOLT
 PE2136_SETTING: 80 = SET IN A BOULDER
 PE2136_SP_SET: SET IN DRILL HOLE IN A BOULDER
 PE2136_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE2136+STABILITY: SURFACE MOTION
 PE2136
 PE2136  HISTORY     - Date     Condition        Report By
 PE2136  HISTORY     - 1911     MONUMENTED       CGS
 PE2136  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2136  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE2136  HISTORY     - 1962     SEE DESCRIPTION  CGS
 PE2136  HISTORY     - 1983     GOOD             NOS
 PE2136
 PE2136                          STATION DESCRIPTION
 PE2136
 PE2136'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (NHH)
 PE2136'STATION IS ON THE POINT OF THAT NAME IN THE NW PART OF LONG
 PE2136'ISLAND, PENOBSCOT BAY.  THE STATION IS 20 FEET FROM THE END
 PE2136'OF THE POINT AND IS MARKED BY A COPPER BOLT SET IN A HOLE IN
 PE2136'THE ROCK, THE BOULDER PROJECTING ABOUT 8 INCHES ABOVE THE
 PE2136'SURFACE OF THE GROUND.  TWO REFERENCE MARKS, 3/4-INCH DRILLED
 PE2136'HOLES FILLED WITH LEAD ARE PLACED ON OTHER BOULDERS,
 PE2136'RESPECTIVELY, 28.82 METERS ESE AND 35.32 METERS SE BY S FROM
 PE2136'THE STATION.
 PE2136
 PE2136                          STATION RECOVERY (1934)
 PE2136
 PE2136'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2136'STATION WAS RECOVERED AS DESCRIBED.  IT IS ON A BOULDER 5 METERS
 PE2136'FROM THE BANK ABOVE THE SHORE WHICH IS ROUNDING TO SW TO W AND
 PE2136'TO NW, AND IS ON A POINT OF LAND ON THE NW EXTREMITY OF LONG
 PE2136'ISLAND.  THE POINT EXTENDS ABOUT 1/4 MILE WESTWARD INTO W
 PE2136'PENOBSCOT BAY, AND IS 5 MILES SW OF BELFAST.
 PE2136'
 PE2136'THE COPPER BOLT STATION MARK AND TWO REFERENCE MARKS, DRILL
 PE2136'HOLES, WERE IN GOOD CONDITION AND WERE LEFT INTACT.
 PE2136'
 PE2136'TWO NEW REFERENCE MARKS, STANDARD BRONZE DISKS WEDGED IN
 PE2136'DRILL HOLES IN OUTCROPPING BEDROCK, WERE SET.
 PE2136'
 PE2136'REFERENCE MARK NO. 1 IS 2 METERS FROM THE BANK ABOVE THE SHORE
 PE2136'AND IS IN RANGE FROM THE STATION WITH BELFAST BRIDGE.
 PE2136'
 PE2136'REFERENCE MARK NO. 2 IS 2 METERS FROM THE BANK ABOVE THE SHORE
 PE2136'AND IS IN RANGE WITH TURTLE HEAD POINT.
 PE2136
 PE2136                          STATION RECOVERY (1944)
 PE2136
 PE2136'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE2136'STATION AND REFERENCE MARKS RECOVERED IN GOOD
 PE2136'CONDITION.  DESCRIPTION IS ADEQUATE.
 PE2136
 PE2136                          STATION RECOVERY (1962)
 PE2136
 PE2136'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WFD)
 PE2136'STATION MARK WAS RECOVERED IN APPARENT GOOD CONDITION.  THE
 PE2136'BOULDER HOLDING RM 1 WAS LOOSE AT THE EDGE OF THE BLUFF ABOVE THE
 PE2136'SHORE, PARTIALLY UNDERMINED, AND THE DISK WAS REMOVED AT THIS
 PE2136'TIME.  RM 2 WAS RECOVERED IN A LARGE BOULDER, STILL 6 FEET FROM
 PE2136'THE EDGE OF THE BLUFF AS DESCRIBED IN 1934, BUT THE LARGE BOULDER
 PE2136'LAY IN A BOWL-SHAPED DEPRESSION, APPARENTLY VULNERABLE TO FROST
 PE2136'ACTION, AND AS THE MEASURED DISTANCE DID NOT CHECK BY 0.245
 PE2136'METER, IT WAS ASSUMED TO HAVE MOVED.  NORTHPORT BLACK TANK, ON
 PE2136'THE MAINLAND, WAS NOT IDENTIFIED AND THE ANGLE THEREFOR
 PE2136'WAS NOT CHECKED.  TWO NEW RMS, NOS. 3 AND 4 WERE SET AS
 PE2136'FOLLOWS--
 PE2136'
 PE2136'RM 3 IS A STANDARD DISK STAMPED MARSHALL POINT NO 3 1911 1962, SET
 PE2136'IN A DRILL HOLE IN A LARGE BOULDER THAT PROJECTS 2 FEET.
 PE2136'
 PE2136'RM 4 IS A STANDARD DISK STAMPED MARSHALL POINT NO 4 1911 1962, SET
 PE2136'IN A DRILL HOLE IN A BOULDER THAT IS FLUSH AND IN A PATCH OF
 PE2136'BAYBERRY BUSHES.
 PE2136'
 PE2136'THE BOULDER BEARING THE STATION MARK, A COPPER BOLT WITH A
 PE2136'SQUARE HEAD, IS STILL 16 FEET FROM THE EXTREME POINT OF THE
 PE2136'BLUFF.  AS THIS DISTANCE WAS 20 FEET IN 1911 AND 5 METERS IN
 PE2136'1934, THE RATE OF EROSION APPEARS TO BE SLOW.
 PE2136
 PE2136                          STATION RECOVERY (1983)
 PE2136
 PE2136'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1983 (RST)
 PE2136'THE STATION WAS RECOVERED IN GOOD CONDITION.
 PE2136'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.44 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0368 ***********************************************************************
 OB0368  DESIGNATION -  MARSHALL PT HERRING GUT LH
 OB0368  PID         -  OB0368
 OB0368  STATE/COUNTY-  ME/KNOX
 OB0368  USGS QUAD   -  FRIENDSHIP (1973)
 OB0368
 OB0368                         *CURRENT SURVEY CONTROL
 OB0368  ___________________________________________________________________
 OB0368* NAD 83(1996)-  43 55 02.73449(N)    069 15 40.54835(W)     ADJUSTED  
 OB0368* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 OB0368  ___________________________________________________________________
 OB0368  LAPLACE CORR-           2.19  (seconds)                    DEFLEC99
 OB0368  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 OB0368
 OB0368  HORZ ORDER  -  THIRD
 OB0368
 OB0368.The horizontal coordinates were established by classical geodetic methods
 OB0368.and adjusted by the National Geodetic Survey in March 1998..
 OB0368
 OB0368.The orthometric height was scaled from a topographic map.
 OB0368
 OB0368.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0368
 OB0368.The geoid height was determined by GEOID03.
 OB0368
 OB0368;                    North         East     Units Scale Factor Converg.
 OB0368;SPC ME E     -    28,140.376   238,863.384   MT  0.99994596   -0 31 41.0
 OB0368;SPC ME W     -   120,837.304   972,717.282   MT  1.00003168   +0 37 40.9
 OB0368;UTM  19      - 4,862,734.794   479,024.405   MT  0.99960541   -0 10 52.4
 OB0368
 OB0368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0368!SPC ME E     -   1.00000337  x   0.99994596  =   0.99994933
 OB0368!SPC ME W     -   1.00000337  x   1.00003168  =   1.00003505
 OB0368!UTM  19      -   1.00000337  x   0.99960541  =   0.99960878
 OB0368
 OB0368:                Primary Azimuth Mark                     Grid Az
 OB0368:SPC ME E     -  MOSQUITO ISLAND 1910                     088 04 11.8
 OB0368:SPC ME W     -  MOSQUITO ISLAND 1910                     086 54 49.9
 OB0368:UTM  19      -  MOSQUITO ISLAND 1910                     087 43 23.2
 OB0368
 OB0368|---------------------------------------------------------------------|
 OB0368| PID    Reference Object                     Distance      Geod. Az  |
 OB0368|                                                           dddmmss.s |
 OB0368| OB0324 MOSQUITO ISLAND 1910                APPROX. 3.7 KM 0873230.8 |
 OB0368| OB0316 METINIC IS HOUSE CHIMNEY            APPROX.11.2 KM 1032846.1 |
 OB0368| OB0378 MONHEGAN LIGHT                      APPROX.17.5 KM 1943141.0 |
 OB0368| OB0373 BURNT ISLAND LIFE SAVING STA        APPROX. 6.3 KM 2051121.7 |
 OB0368|---------------------------------------------------------------------|
 OB0368
 OB0368                          SUPERSEDED SURVEY CONTROL
 OB0368
 OB0368  NAD 83(1992)-  43 55 02.73642(N)    069 15 40.53009(W) AD(       ) 3
 OB0368  NAD 83(1986)-  43 55 02.74104(N)    069 15 40.53700(W) AD(       ) 3
 OB0368  NAD 27      -  43 55 02.42000(N)    069 15 42.40000(W) AD(       ) 3
 OB0368
 OB0368.Superseded values are not recommended for survey control.
 OB0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0368.See file dsdata.txt to determine how the superseded data were derived.
 OB0368
 OB0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ7902462735(NAD 83)
 OB0368
 OB0368  HISTORY     - Date     Condition        Report By
 OB0368  HISTORY     - UNK      MONUMENTED
 OB0368  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0368  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OB0368
 OB0368                          STATION DESCRIPTION
 OB0368
 OB0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0368'THIS STATION IS THE CENTER OF THE LIGHT ON MARSHALL POINT WHICH
 OB0368'LIES ON THE E SIDE OF HERRING GUT, JUST S OF PORT CLYDE AT THE
 OB0368'ENTRANCE TO THE ST. GEORGE RIVER.
 OB0368
 OB0368                          STATION RECOVERY (1953)
 OB0368
 OB0368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (PT)
 OB0368'STATION WAS RECOVERED IN GOOD CONDITION.  PUBLISHED DESCRIPTION
 OB0368'IS ADEQUATE AND CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1021 ***********************************************************************
 PD1021  DESIGNATION -  MARSHFIELD CHURCH
 PD1021  PID         -  PD1021
 PD1021  STATE/COUNTY-  ME/WASHINGTON
 PD1021  USGS QUAD   -  MACHIAS (1977)
 PD1021
 PD1021                         *CURRENT SURVEY CONTROL
 PD1021  ___________________________________________________________________
 PD1021* NAD 83(1996)-  44 44 01.87185(N)    067 28 32.84317(W)     ADJUSTED  
 PD1021* NAVD 88     -        84.     (meters)     276.     (feet)  SCALED    
 PD1021  ___________________________________________________________________
 PD1021  LAPLACE CORR-           4.90  (seconds)                    DEFLEC99
 PD1021  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 PD1021
 PD1021  HORZ ORDER  -  THIRD
 PD1021
 PD1021.The horizontal coordinates were established by classical geodetic methods
 PD1021.and adjusted by the National Geodetic Survey in March 1998..
 PD1021
 PD1021.The orthometric height was scaled from a topographic map.
 PD1021
 PD1021.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1021
 PD1021.The geoid height was determined by GEOID03.
 PD1021
 PD1021;                    North         East     Units Scale Factor Converg.
 PD1021;SPC ME E     -   119,080.143   381,120.653   MT  0.99998090   +0 43 15.2
 PD1021;UTM  19      - 4,954,515.517   620,686.081   MT  0.99977911   +1 04 22.4
 PD1021
 PD1021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD1021!SPC ME E     -   0.99999049  x   0.99998090  =   0.99997139
 PD1021!UTM  19      -   0.99999049  x   0.99977911  =   0.99976960
 PD1021
 PD1021:                Primary Azimuth Mark                     Grid Az
 PD1021:SPC ME E     -  DWELLEY 1862                             096 01 12.3
 PD1021:UTM  19      -  DWELLEY 1862                             095 40 05.1
 PD1021
 PD1021|---------------------------------------------------------------------|
 PD1021| PID    Reference Object                     Distance      Geod. Az  |
 PD1021|                                                           dddmmss.s |
 PD1021| PD1015 DWELLEY 1862                        APPROX. 5.5 KM 0964427.5 |
 PD1021|---------------------------------------------------------------------|
 PD1021
 PD1021                          SUPERSEDED SURVEY CONTROL
 PD1021
 PD1021  NAD 83(1992)-  44 44 01.86780(N)    067 28 32.84027(W) AD(       ) 3
 PD1021  NAD 83(1986)-  44 44 01.86384(N)    067 28 32.84251(W) AD(       ) 3
 PD1021  NAD 27      -  44 44 01.59000(N)    067 28 34.88000(W) AD(       ) 3
 PD1021
 PD1021.Superseded values are not recommended for survey control.
 PD1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1021.See file dsdata.txt to determine how the superseded data were derived.
 PD1021
 PD1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK2068654516(NAD 83)
 PD1021
 PD1021  HISTORY     - Date     Condition        Report By
 PD1021  HISTORY     - 1885     MONUMENTED       CGS
 PD1021  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD1021  HISTORY     - 1959     SEE DESCRIPTION  CGS
 PD1021
 PD1021                          STATION DESCRIPTION
 PD1021
 PD1021'DESCRIBED BY COAST AND GEODETIC SURVEY 1885 (CHB)
 PD1021'THE BELL TOWER OF THE MARSHFIELD CHURCH.  THE POINT OBSERVED UPON
 PD1021'WAS DIRECTLY UNDER THE WEATHER VANE.
 PD1021
 PD1021                          STATION RECOVERY (1946)
 PD1021
 PD1021'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD1021'STATION RECOVERED IN GOOD CONDITION.  IT IS LOCATED ABOUT 1-1/2
 PD1021'MILES N BY E FROM MACHIAS.  IT IS THE CENTER OF THE BELL TOWER
 PD1021'AT THE NW GABLE OF THE MARSHFIELD CHURCH.
 PD1021'
 PD1021'TO REACH FROM MACHIAS, GO N ON STATE HIGHWAY 192 1.5 MILES AND
 PD1021'TAKE RIGHT FORK.  CHURCH IS THE SECOND BUILDING ON THE RIGHT.
 PD1021
 PD1021                          STATION RECOVERY (1959)
 PD1021
 PD1021'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GFW)
 PD1021'STATION RECOVERED AS DESCRIBED IN THE RECOVERY NOTE OF R.A.G. IN
 PD1021'1946.  THE BELL TOWER REMAINS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1027 ***********************************************************************
 PD1027  DESIGNATION -  MARSTIN RESET
 PD1027  PID         -  PD1027
 PD1027  STATE/COUNTY-  ME/WASHINGTON
 PD1027  USGS QUAD   -  MACHIAS (1977)
 PD1027
 PD1027                         *CURRENT SURVEY CONTROL
 PD1027  ___________________________________________________________________
 PD1027* NAD 83(1996)-  44 39 06.32481(N)    067 27 06.51150(W)     ADJUSTED  
 PD1027* NAVD 88     -        72.2    (meters)     237.     (feet)  VERTCON   
 PD1027  ___________________________________________________________________
 PD1027  LAPLACE CORR-           4.77  (seconds)                    DEFLEC99
 PD1027  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 PD1027
 PD1027  HORZ ORDER  -  SECOND
 PD1027
 PD1027.The horizontal coordinates were established by classical geodetic methods
 PD1027.and adjusted by the National Geodetic Survey in March 1998..
 PD1027
 PD1027.The NAVD 88 height was computed by applying the VERTCON shift value to
 PD1027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PD1027
 PD1027.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1027
 PD1027.The geoid height was determined by GEOID03.
 PD1027
 PD1027;                    North         East     Units Scale Factor Converg.
 PD1027;SPC ME E     -   109,982.189   383,137.410   MT  0.99998497   +0 44 12.1
 PD1027;UTM  19      - 4,945,431.939   622,758.237   MT  0.99978531   +1 05 17.5
 PD1027
 PD1027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD1027!SPC ME E     -   0.99999227  x   0.99998497  =   0.99997724
 PD1027!UTM  19      -   0.99999227  x   0.99978531  =   0.99977758
 PD1027
 PD1027:                Primary Azimuth Mark                     Grid Az
 PD1027:SPC ME E     -  SANBORN                                  044 11 49.7
 PD1027:UTM  19      -  SANBORN                                  043 50 44.3
 PD1027
 PD1027|---------------------------------------------------------------------|
 PD1027| PID    Reference Object                     Distance      Geod. Az  |
 PD1027|                                                           dddmmss.s |
 PD1027| PD1035 SANBORN                             APPROX. 4.7 KM 0445601.8 |
 PD1027| PD0997 CUTLER USN RAD STA TOWER N 11       APPROX.12.7 KM 0860709.8 |
 PD1027| PD0992 CUTLER USN RAD STA TOWER S 7        APPROX.13.5 KM 1001435.8 |
 PD1027| CE8103 MARSTIN AZ MK                                      1143103.6 |
 PD1027| PD1036 BUCKS HARBOR USAF STA N RADOME      APPROX. 5.1 KM 1185413.8 |
 PD1027| CE8105 MARSTIN RM 2                          9.938 METERS 28707     |
 PD1027| CE8104 MARSTIN RM 1                          6.556 METERS 35441     |
 PD1027|---------------------------------------------------------------------|
 PD1027
 PD1027                          SUPERSEDED SURVEY CONTROL
 PD1027
 PD1027  NAD 83(1992)-  44 39 06.32072(N)    067 27 06.50945(W) AD(       ) 2
 PD1027  NAD 83(1986)-  44 39 06.31671(N)    067 27 06.51196(W) AD(       ) 2
 PD1027  NAD 27      -  44 39 06.03800(N)    067 27 08.55200(W) AD(       ) 2
 PD1027  NGVD 29 (07/19/86)   72.4    (m)          238.     (f) VERT ANG       
 PD1027
 PD1027.Superseded values are not recommended for survey control.
 PD1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1027.See file dsdata.txt to determine how the superseded data were derived.
 PD1027
 PD1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK2275845432(NAD 83)
 PD1027_MARKER: H = DRILL HOLE
 PD1027_SETTING: 66 = SET IN ROCK OUTCROP
 PD1027
 PD1027  HISTORY     - Date     Condition        Report By
 PD1027  HISTORY     - 1883     MONUMENTED       CGS
 PD1027  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PD1027  HISTORY     - 1960     GOOD             CGS
 PD1027
 PD1027                          STATION DESCRIPTION
 PD1027
 PD1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1883 (CBH)
 PD1027'STATION IS ON A HIGH HILL ABOUT 1/4 MILE SW OF MARSTIN POINT, W
 PD1027'SIDE OF LITTLE KENNEBEC RIVER, BELONGING TO EZEKIEL MARSTIN.  THE
 PD1027'STATION IS ON AN OUTCROP OF LEDGE AND IS MARKED BY A HOLE
 PD1027'DRILLED IN THE ROCK.  A ROAD FROM THE NW TERMINATES AT MARSTIN
 PD1027'POINT.
 PD1027
 PD1027                          STATION RECOVERY (1934)
 PD1027
 PD1027'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PD1027'THE STATION WAS RECOVERED AS DESCRIBED.  THE STATION AND TWO
 PD1027'REFERENCE MARKS ESTABLISHED.  ALL MARKS ARE STANDARD DISKS
 PD1027'WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.
 PD1027'
 PD1027'REFERENCE MARK NO. 1 IS N OF THE STATION AND ON A LEDGE ABOUT 1
 PD1027'FOOT LOWER.
 PD1027'
 PD1027'REFERENCE MARK NO. 2 IS W OF THE STATION AND ABOUT 2 FEET LOWER.
 PD1027'
 PD1027'TO REACH FROM MACHIAS GO SW ON HIGHWAY 1 FOR ONE MILE AND TAKE
 PD1027'THE LEFT FORK.  FOLLOW THIS ROAD 0.9 MILE AND TAKE RIGHT FORK
 PD1027'AT A SIGN MARSTONS POINT.  FOLLOW THIS ROAD 1.3 MILES AND TAKE
 PD1027'LEFT FORK.  GO 1.5 MILES TO THE HOUSE OF FAIRFIELD MORSE ON THE
 PD1027'RIGHT.  THIS HOUSE IS 1.1 MILES PAST THE POINT WHERE THE ROAD
 PD1027'SKIRTS THE HEAD OF A COVE.  TURN RIGHT UP THROUGH THE BARNYARD
 PD1027'AND FOLLOW THE ROAD TO THE TOP OF THE HILL.  THE STATION IS ON
 PD1027'THE HIGHEST POINT OF A FLAT-TOPPED HILL.
 PD1027
 PD1027                          STATION RECOVERY (1960)
 PD1027
 PD1027'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HRL)
 PD1027'STATION WAS RECOVERED AS DESCRIBED BY K.G.C. IN 1934 AND ALL
 PD1027'MARKS WERE FOUND TO BE IN GOOD CONDITION.  A DIFFERENCE WAS
 PD1027'FOUND IN THE DISTANCE AND IN THE DIRECTION TO THE REFERENCE
 PD1027'MARKS.  AN AZIMUTH MARK WAS ESTABLISHED.  THE ORIGINAL
 PD1027'DESCRIPTION IS ADEQUATE BUT A NEW TO REACH STATION DESCRIPTION
 PD1027'FOLLOWS.
 PD1027'
 PD1027'TO REACH STATION FROM THE POST OFFICE IN MACHIAS GO SOUTHWEST
 PD1027'ON U.S. HIGHWAY 1 FOR 1.15 MILES TO FORK.  TAKE LEFT FORK AND
 PD1027'GO 0.9 MILE TO FORK.  TAKE RIGHT FORK FOR 1.35 MILES TO
 PD1027'FORK.  TAKE LEFT FORK FOR 1.45 MILES TO THE END OF SURFACED
 PD1027'ROAD.  CONTINUE ON GRAVEL ROAD FOR 0.25 MILE TO A SIDE ROAD
 PD1027'RIGHT.  TURN RIGHT AND GO 0.2 MILE TO THE AZIMUTH MARK ON THE
 PD1027'LEFT AS DESCRIBED.  CONTINUE ON FIELD ROAD FOR 0.1 MILE TO THE
 PD1027'END OF TRUCK TRAVEL.  PACK NORTH UP HILL FOR ABOUT 0.2 MILE TO
 PD1027'THE HIGHEST POINT OF RIDGE AND STATION.  A TRUCK MAY BE
 PD1027'DRIVEN TO STATION IN DRY WEATHER BY CAREFULLY PICKING WAY
 PD1027'AMONG THE ROCKS.
 PD1027'
 PD1027'AZIMUTH MARK IS 85 PACES SOUTH OF FIELD ROAD, 35 FEET SOUTH OF
 PD1027'EDGE OF ROCK, 35 FEET SOUTHEAST OF WITNESS SIGN ON WHITE BIRCH
 PD1027'TREE.  THE MARK IS A STANDARD DISK CEMENTED FLUSH IN A DRILL
 PD1027'HOLE IN A LARGE ROCK AND THE DISK IS STAMPED MARSTIN 1960.
 PD1027'
 PD1027'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1574 ***********************************************************************
 QF1574  DESIGNATION -  MARTIN IBC
 QF1574  PID         -  QF1574
 QF1574  STATE/COUNTY-  ME/WASHINGTON
 QF1574  USGS QUAD   -  LAMBERT LAKE (1988)
 QF1574
 QF1574                         *CURRENT SURVEY CONTROL
 QF1574  ___________________________________________________________________
 QF1574* NAD 83(1996)-  45 35 53.50965(N)    067 34 36.67296(W)     ADJUSTED  
 QF1574* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 QF1574  ___________________________________________________________________
 QF1574  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 QF1574  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 QF1574
 QF1574  HORZ ORDER  -  THIRD
 QF1574
 QF1574.The horizontal coordinates were established by classical geodetic methods
 QF1574.and adjusted by the National Geodetic Survey in March 1998..
 QF1574
 QF1574.The orthometric height was scaled from a topographic map.
 QF1574
 QF1574.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1574
 QF1574.The geoid height was determined by GEOID03.
 QF1574
 QF1574;                    North         East     Units Scale Factor Converg.
 QF1574;SPC ME E     -   215,033.607   372,018.546   MT  0.99996375   +0 39 34.5
 QF1574;UTM  19      - 5,050,390.945   610,992.217   MT  0.99975146   +1 01 00.7
 QF1574
 QF1574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1574!SPC ME E     -   0.99998541  x   0.99996375  =   0.99994916
 QF1574!UTM  19      -   0.99998541  x   0.99975146  =   0.99973687
 QF1574
 QF1574:                Primary Azimuth Mark                     Grid Az
 QF1574:SPC ME E     -  AURORA                                   011 19 54.9
 QF1574:UTM  19      -  AURORA                                   010 58 28.7
 QF1574
 QF1574|---------------------------------------------------------------------|
 QF1574| PID    Reference Object                     Distance      Geod. Az  |
 QF1574|                                                           dddmmss.s |
 QF1574| QF1573 AURORA                              APPROX. 0.6 KM 0115929.4 |
 QF1574| QF1572 MUNCY IBC                           436.331 METERS 1245023.6 |
 QF1574| QF1578 ROBERTSON IBC                       APPROX. 1.3 KM 2990832.9 |
 QF1574|---------------------------------------------------------------------|
 QF1574
 QF1574                          SUPERSEDED SURVEY CONTROL
 QF1574
 QF1574  NAD 83(1992)-  45 35 53.50592(N)    067 34 36.67029(W) AD(       ) 3
 QF1574  NAD 83(1986)-  45 35 53.50931(N)    067 34 36.68155(W) AD(       ) 3
 QF1574  NAD 27      -  45 35 53.27110(N)    067 34 38.65078(W) AD(       ) 3
 QF1574
 QF1574.Superseded values are not recommended for survey control.
 QF1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1574.See file dsdata.txt to determine how the superseded data were derived.
 QF1574
 QF1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL1099250391(NAD 83)
 QF1574_MARKER: DD = SURVEY DISK
 QF1574_SETTING: 80 = SET IN A BOULDER
 QF1574_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF1574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1574+STABILITY: SURFACE MOTION
 QF1574
 QF1574  HISTORY     - Date     Condition        Report By
 QF1574  HISTORY     - 1912     MONUMENTED       IBC
 QF1574  HISTORY     - 1955     GOOD             IBC
 QF1574
 QF1574                          STATION DESCRIPTION
 QF1574
 QF1574'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (AJB)
 QF1574'ON THE W SHORE OF SPEDNIK LAKE, 4/5 MILE ABOVE MUNCY COVE, AND 2/3
 QF1574'MILE ALMOST DUE W OF SANDY POINT.  IT IS ON A FLAT - TOPPED ROCK 3.7
 QF1574'METERS LONG, 2.4 METERS WIDE, AND 1 METER HIGH, 40 FEET OUTSIDE TREE
 QF1574'LINE, ON LOW - WATER LINE, PROBABLY COVERED AT HIGH WATER.
 QF1574'
 QF1574'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE IN THE ROCK.
 QF1574
 QF1574                          STATION RECOVERY (1955)
 QF1574
 QF1574'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1574'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1952 ***********************************************************************
 OC1952  DESIGNATION -  MARTIN RESET
 OC1952  PID         -  OC1952
 OC1952  STATE/COUNTY-  ME/CUMBERLAND
 OC1952  USGS QUAD   -  GORHAM (1975)
 OC1952
 OC1952                         *CURRENT SURVEY CONTROL
 OC1952  ___________________________________________________________________
 OC1952* NAD 83(1996)-  43 41 38.09560(N)    070 29 31.18906(W)     ADJUSTED  
 OC1952* NAVD 88     -        75.3    (meters)     247.     (feet)  VERTCON   
 OC1952  ___________________________________________________________________
 OC1952  LAPLACE CORR-           3.70  (seconds)                    DEFLEC99
 OC1952  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 OC1952
 OC1952  HORZ ORDER  -  SECOND
 OC1952
 OC1952.The horizontal coordinates were established by classical geodetic methods
 OC1952.and adjusted by the National Geodetic Survey in March 1998..
 OC1952
 OC1952.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC1952.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC1952
 OC1952.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1952
 OC1952.The geoid height was determined by GEOID03.
 OC1952
 OC1952;                    North         East     Units Scale Factor Converg.
 OC1952;SPC ME W     -    95,657.094   873,773.593   MT  0.99997512   -0 13 29.1
 OC1952;UTM  19      - 4,838,959.168   379,766.589   MT  0.99977781   -1 01 50.9
 OC1952
 OC1952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1952!SPC ME W     -   0.99999235  x   0.99997512  =   0.99996747
 OC1952!UTM  19      -   0.99999235  x   0.99977781  =   0.99977016
 OC1952
 OC1952|---------------------------------------------------------------------|
 OC1952| PID    Reference Object                     Distance      Geod. Az  |
 OC1952|                                                           dddmmss.s |
 OC1952| CE8308 MARTIN RM 1                           8.907 METERS 06849     |
 OC1952| OC1951 MARTIN A PT                          14.894 METERS 08509     |
 OC1952| CE8309 MARTIN RM 2                          12.875 METERS 30855     |
 OC1952| OC1953 MARTIN AZ MK                        APPROX. 0.5 KM 3195802.5 |
 OC1952|---------------------------------------------------------------------|
 OC1952
 OC1952                          SUPERSEDED SURVEY CONTROL
 OC1952
 OC1952  NAD 83(1992)-  43 41 38.09432(N)    070 29 31.19008(W) AD(       ) 2
 OC1952  NAD 83(1986)-  43 41 38.10076(N)    070 29 31.19555(W) AD(       ) 2
 OC1952  NAD 27      -  43 41 37.81452(N)    070 29 33.00631(W) AD(       ) 2
 OC1952  NGVD 29 (07/19/86)   75.5    (m)          248.     (f) VERT ANG       
 OC1952
 OC1952.Superseded values are not recommended for survey control.
 OC1952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1952.See file dsdata.txt to determine how the superseded data were derived.
 OC1952
 OC1952_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ7976738959(NAD 83)
 OC1952_MARKER: DS = TRIANGULATION STATION DISK
 OC1952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC1952_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC1952_STAMPING: MARTIN 1976 1985
 OC1952_MARK LOGO: NGS   
 OC1952_MAGNETIC: N = NO MAGNETIC MATERIAL
 OC1952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC1952+STABILITY: SURFACE MOTION
 OC1952
 OC1952  HISTORY     - Date     Condition        Report By
 OC1952  HISTORY     - 1985     MONUMENTED       NGS
 OC1952
 OC1952                          STATION DESCRIPTION
 OC1952
 OC1952'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (HEN)
 OC1952'TO REACH THE STATION FROM THE JUNCTION OF US RTE 202, STATE RTE'S 4,
 OC1952'25, AND 114 IN THE TOWN OF GORHAM, PROCEED WESTERLY ALONG US RTE 202,
 OC1952'ST RTE'S 4 AND 25 FOR A DISTANCE OF 0.15 MILE TO A FORK IN THE ROAD
 OC1952'WHERE US RTE 202 AND ST RTE 4 GO STRAIGHT AND ST RTE 25 BEARS RIGHT.
 OC1952'KEEP RIGHT ON ST RTE 25 PROCEEDING NORTHWESTERLY FOR A DISTANCE OF
 OC1952'2.65 MILES TO A WHITE CHURCH AND THE CLAY BOTH ON THE LEFT.  CONTINUE
 OC1952'STRAIGHT AHEAD FOR 0.05 MILE TO THE RUST ROAD RIGHT AND THE STATION
 OC1952'APPROXIMATELY 100 FEET NORTHWEST OF THE INTERSECTION OF ST RTE 25 AND
 OC1952'THE RUST ROAD AND APPROXIMATELY 100 FEET EASTERLY OF THE INTERSECTION
 OC1952'OF ST RTE'S 25 AND 112.
 OC1952' 
 OC1952'THE STATION MARK IS STANDARD DISK STAMPED--MARTIN 1976 1985--, SET IN
 OC1952'THE TOP OF 12 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE LAWN
 OC1952'SURFACE ALONG THE NORTHEASTERLY SIDE OF ST RTE 25 IN THE TOWN OF
 OC1952'GORHAM.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED--MARTIN 1976
 OC1952'1985--, SET IN AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE
 OC1952'SURFACE.
 OC1952' 
 OC1952'THE STATION IS 5.6 FEET WEST SOUTHWEST OF A FIBERGLASS WITNESS POST,
 OC1952'NGS, 27.3 FEET SOUTH SOUTHEAST OF A ST RTE SIGN -STANDISH, WEST BUXTON
 OC1952'112 AND 25-- WITH MDOT METAL WITNESS SIGN ATTACHED, 31.5 FEET EAST
 OC1952'NORTHEAST OF THE CENTER LINE OF ST RTE 25 AT STATION 325 AND 20, 41.2
 OC1952'FEET WEST NORTHWEST OF A 6 INCH MAPLE, NEAREST OF THREE, AND 76.2 FEET
 OC1952'EAST OF A UTILITY POLE NO 78.
 OC1952' 
 OC1952'REFERENCE MARK 1 IS A STANDARD DISK STAMPED--MARTIN NO 1 1976--,
 OC1952'CEMENTED IN A ROCK FLUSH WITH THE GROUND.  IT IS 59 FEET EAST
 OC1952'NORTHEAST OF THE CENTER LINE OF ST RTE 25 AT STATION 325 AND 20 PLUS,
 OC1952'20 FEET NORTH NORTHWEST OF A 6 INCH MAPLE, AND 42 FEET SOUTHEAST OF
 OC1952'THE ST RTE SIGN WITH A MDOT METAL WITNESS SIGN ATTACHED.
 OC1952' 
 OC1952'REFERENCE MARK 3 IS A STANDARD DISK STAMPED--MARTIN NO 3 1976 1984--,
 OC1952'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 OC1952'GROUND.  IT IS 11 FEET NORTH OF THE ST RTE SIGN WITH A MDOT METAL
 OC1952'WITNESS SIGN ATTACHED, 40 FEET EAST NORTHEAST OF ST RTE 25 AT STATION
 OC1952'325 AND 66 PLUS, 68.8 FEET NORTH NORTHWEST OF A 6 INCH MAPLE, AND 78.2
 OC1952'FEET EAST NORTHEAST OF UTILITY POLE NO 78.
 OC1952' 
 OC1952'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTHWESTERLY
 OC1952'ALONG ST RTE 25 FOR 0.35 MILE AND THE AZIMUTH MARK ON THE LEFT.  THE
 OC1952'MARK IS A STANDARD REFERENCE MARK DISK STAMPED--MARTIN AZ MK 1976--,
 OC1952'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 OC1952'GROUND.  IT IS 34 FEET WEST OF THE CENTER LINE OF ST RTE 25 AND 22
 OC1952'FEET SOUTH OF UTILITY POLE NO 11, AND OPPOSITE A SIGN -FIRE STATION
 OC1952'500 FEET-.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1721 ***********************************************************************
 PE1721  DESIGNATION -  MARTINS RIDGE ATT RELAY TWR
 PE1721  PID         -  PE1721
 PE1721  STATE/COUNTY-  ME/HANCOCK
 PE1721  USGS QUAD   -  MOLASSES POND (1982)
 PE1721
 PE1721                         *CURRENT SURVEY CONTROL
 PE1721  ___________________________________________________________________
 PE1721* NAD 83(1996)-  44 38 33.04599(N)    068 10 16.17458(W)     ADJUSTED  
 PE1721* NAVD 88     -                                                        
 PE1721  ___________________________________________________________________
 PE1721  LAPLACE CORR-           4.15  (seconds)                    DEFLEC99
 PE1721  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 PE1721
 PE1721  HORZ ORDER  -  THIRD
 PE1721
 PE1721.The horizontal coordinates were established by classical geodetic methods
 PE1721.and adjusted by the National Geodetic Survey in March 1998..
 PE1721
 PE1721
 PE1721.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1721
 PE1721.The geoid height was determined by GEOID03.
 PE1721
 PE1721;                    North         East     Units Scale Factor Converg.
 PE1721;SPC ME E     -   108,473.155   326,086.139   MT  0.99990837   +0 13 51.9
 PE1721;UTM  19      - 4,943,573.434   565,730.268   MT  0.99965313   +0 34 56.8
 PE1721
 PE1721                          SUPERSEDED SURVEY CONTROL
 PE1721
 PE1721  NAD 83(1992)-  44 38 33.02795(N)    068 10 16.17879(W) AD(       ) 4
 PE1721  NAD 83(1986)-  44 38 33.02527(N)    068 10 16.18177(W) AD(       ) 4
 PE1721  NAD 27      -  44 38 32.75788(N)    068 10 18.12753(W) AD(       ) 3
 PE1721
 PE1721.Superseded values are not recommended for survey control.
 PE1721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1721.See file dsdata.txt to determine how the superseded data were derived.
 PE1721
 PE1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK6573043573(NAD 83)
 PE1721_MARKER: 55 = TOWER
 PE1721
 PE1721  HISTORY     - Date     Condition        Report By
 PE1721  HISTORY     - 1960     FIRST OBSERVED   CGS
 PE1721
 PE1721                          STATION DESCRIPTION
 PE1721
 PE1721'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1841 ***********************************************************************
 PE1841  DESIGNATION -  MASON 1944
 PE1841  PID         -  PE1841
 PE1841  STATE/COUNTY-  ME/HANCOCK
 PE1841  USGS QUAD   -  JOHNS ISLAND (1983)
 PE1841
 PE1841                         *CURRENT SURVEY CONTROL
 PE1841  ___________________________________________________________________
 PE1841* NAD 83(1996)-  44 05 51.72965(N)    068 29 15.76903(W)     ADJUSTED  
 PE1841* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 PE1841  ___________________________________________________________________
 PE1841  LAPLACE CORR-           4.07  (seconds)                    DEFLEC99
 PE1841  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 PE1841
 PE1841  HORZ ORDER  -  THIRD
 PE1841
 PE1841.The horizontal coordinates were established by classical geodetic methods
 PE1841.and adjusted by the National Geodetic Survey in March 1998..
 PE1841
 PE1841.The orthometric height was scaled from a topographic map.
 PE1841
 PE1841.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1841
 PE1841.The geoid height was determined by GEOID03.
 PE1841
 PE1841;                    North         East     Units Scale Factor Converg.
 PE1841;SPC ME E     -    47,887.671   300,983.727   MT  0.99990001   +0 00 30.8
 PE1841;UTM  19      - 4,882,852.122   541,004.664   MT  0.99962068   +0 21 23.4
 PE1841
 PE1841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1841!SPC ME E     -   1.00000247  x   0.99990001  =   0.99990248
 PE1841!UTM  19      -   1.00000247  x   0.99962068  =   0.99962315
 PE1841
 PE1841:                Primary Azimuth Mark                     Grid Az
 PE1841:SPC ME E     -  BURNT COAT HARBOR LIGHTHOUSE             038 35 38.3
 PE1841:UTM  19      -  BURNT COAT HARBOR LIGHTHOUSE             038 14 45.7
 PE1841
 PE1841|---------------------------------------------------------------------|
 PE1841| PID    Reference Object                     Distance      Geod. Az  |
 PE1841|                                                           dddmmss.s |
 PE1841| PE1864 BURNT COAT HARBOR LIGHTHOUSE        APPROX. 5.2 KM 0383609.1 |
 PE1841|---------------------------------------------------------------------|
 PE1841
 PE1841                          SUPERSEDED SURVEY CONTROL
 PE1841
 PE1841  NAD 83(1992)-  44 05 51.74094(N)    068 29 15.75298(W) AD(       ) 3
 PE1841  NAD 83(1986)-  44 05 51.74252(N)    068 29 15.75690(W) AD(       ) 3
 PE1841  NAD 27      -  44 05 51.44500(N)    068 29 17.67700(W) AD(       ) 3
 PE1841
 PE1841.Superseded values are not recommended for survey control.
 PE1841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1841.See file dsdata.txt to determine how the superseded data were derived.
 PE1841
 PE1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ4100582852(NAD 83)
 PE1841
 PE1841  HISTORY     - Date     Condition        Report By
 PE1841  HISTORY     - 1944     MONUMENTED       CGS
 PE1841  HISTORY     - 1956     SEE DESCRIPTION  CGS
 PE1841
 PE1841                          STATION DESCRIPTION
 PE1841
 PE1841'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1841'STATION IS ON MASON LEDGE WHICH IS ABOUT 1/2 MILE EAST OF THE
 PE1841'SOUTHERN TIP OF MARSHALL ISLAND, ON ABOUT THE CENTER OF THE
 PE1841'WESTERN SIDE OF HIGH RIDGE WHICH RUNS IN A NORTH AND SOUTH
 PE1841'DIRECTION, ABOUT 1 METER IN FROM WESTERN EDGE OF RIDGE AND
 PE1841'ABOUT EQUAL DISTANCE FROM THE NORTH AND SOUTH ENDS.  MARK IS
 PE1841'SET IN THE ONLY FLAT ROCK LEDGE OUTCROP IN THE IMMEDIATE
 PE1841'VICINITY.  MARK IS A STANDARD TOPOGRAPHIC DISC STAMPED MASON,
 PE1841'1944.
 PE1841'
 PE1841'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK 30 FEET.
 PE1841
 PE1841                          STATION RECOVERY (1956)
 PE1841
 PE1841'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 PE1841'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 PE1841'DESCRIPTION IS ADEQUATE AND COMPLETE WITH THE FOLLOWING ADDITION--
 PE1841'
 PE1841'IT IS MARKED BY A TOPOGRAPHIC DISK, STAMPED MASON 1944.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2682 ***********************************************************************
 OC2682  DESIGNATION -  MASSABESIC
 OC2682  PID         -  OC2682
 OC2682  STATE/COUNTY-  ME/YORK
 OC2682  USGS QUAD   -  WATERBORO (1983)
 OC2682
 OC2682                         *CURRENT SURVEY CONTROL
 OC2682  ___________________________________________________________________
 OC2682* NAD 83(1996)-  43 32 07.84854(N)    070 43 21.78866(W)     ADJUSTED  
 OC2682* NAVD 88     -        80.5    (meters)     264.     (feet)  VERTCON   
 OC2682  ___________________________________________________________________
 OC2682  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 OC2682  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 OC2682
 OC2682  HORZ ORDER  -  SECOND
 OC2682
 OC2682.The horizontal coordinates were established by classical geodetic methods
 OC2682.and adjusted by the National Geodetic Survey in March 1998..
 OC2682
 OC2682.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2682.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2682
 OC2682.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2682
 OC2682.The geoid height was determined by GEOID03.
 OC2682
 OC2682;                    North         East     Units Scale Factor Converg.
 OC2682;SPC ME W     -    78,157.261   855,056.157   MT  0.99999150   -0 22 58.9
 OC2682;UTM  19      - 4,821,727.028   360,808.483   MT  0.99983832   -1 11 12.5
 OC2682
 OC2682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2682!SPC ME W     -   0.99999156  x   0.99999150  =   0.99998306
 OC2682!UTM  19      -   0.99999156  x   0.99983832  =   0.99982989
 OC2682
 OC2682:                Primary Azimuth Mark                     Grid Az
 OC2682:SPC ME W     -  MASSABESIC AZ MK                         013 18 34.6
 OC2682:UTM  19      -  MASSABESIC AZ MK                         014 06 48.2
 OC2682
 OC2682|---------------------------------------------------------------------|
 OC2682| PID    Reference Object                     Distance      Geod. Az  |
 OC2682|                                                           dddmmss.s |
 OC2682| OC2690 MASSABESIC AZ MK                    APPROX. 1.4 KM 0125535.7 |
 OC2682| CE8310 MASSABESIC RM 1                      11.836 METERS 01258     |
 OC2682| CE8311 MASSABESIC RM 2                      19.741 METERS 14326     |
 OC2682|---------------------------------------------------------------------|
 OC2682
 OC2682                          SUPERSEDED SURVEY CONTROL
 OC2682
 OC2682  NAD 83(1992)-  43 32 07.84693(N)    070 43 21.79023(W) AD(       ) 2
 OC2682  NAD 83(1986)-  43 32 07.85375(N)    070 43 21.79653(W) AD(       ) 2
 OC2682  NAD 27      -  43 32 07.56187(N)    070 43 23.59150(W) AD(       ) 2
 OC2682  NGVD 29 (07/19/86)   80.7    (m)          265.     (f) VERT ANG       
 OC2682
 OC2682.Superseded values are not recommended for survey control.
 OC2682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2682.See file dsdata.txt to determine how the superseded data were derived.
 OC2682
 OC2682_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ6080821727(NAD 83)
 OC2682_MARKER: DS = TRIANGULATION STATION DISK
 OC2682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC2682_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC2682
 OC2682  HISTORY     - Date     Condition        Report By
 OC2682  HISTORY     - 1976     MONUMENTED       NGS
 OC2682
 OC2682                          STATION DESCRIPTION
 OC2682
 OC2682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2682'THE STATION IS LOCATED ABOUT 0.5 MILE WEST OF WATERBORO
 OC2682'ON PROPERTY OF THE MASSABESIC SCHOOL SYSTEM IN WATERBORO,
 OC2682'
 OC2682'TO REACH THE STATION FROM THE POST OFFICE IN WATERBORO,
 OC2682'GO NORTH ON U.S. ROUTE 202 FOR 0.3 MILE TO A CROSSROADS
 OC2682'WITH A BLINKING LIGHT. TURN LEFT, GO WESTERLY ON WEST ROAD
 OC2682'FOR 0.4 MILE TO THE ENTRANCE TO THE MASSABESIC SCHOOL,  TURN
 OC2682'LEFT AND GO SOUTHERLY FOR 0.1 MILE TO A T-INTERSECTION.
 OC2682'TURN LEFT AND GO EASTERLY FOR 0.05 MILE TO THE STATION ON
 OC2682'THE RIGHT.
 OC2682'
 OC2682'THE STATION MARKS ARE STANDARD DISKS STAMPED--MASSABESIC 1976--,
 OC2682'THE SURFACE MARK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OC2682'POST WHICH IS FLUSH WITH THE GROUND.  IT IS 15.7 FEET SOUTHEAST OF
 OC2682'A POWERLINE POLE NUMBER 128 WITH A METAL WITNESS SIGN AND 59.4 FEET
 OC2682'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE PAVED DRIVE.  THE UNDERGROUND
 OC2682'MARK IS SET IN THE TOP OF AN IRREQGULAR MASS OF CONCRETE 48 INCHES
 OC2682'BELOW THE GROUND SURFACE.
 OC2682'
 OC2682'REFERENCE MARK 1 IS A STANDARD DISK STAMPED--MASSABESIC NO
 OC2682'1 1976--SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST
 OC2682'ABOUT 2 INCHES BELOW THE GROUND SURFACE.  IT IS 27.6 FEET
 OC2682'NORTH-NORTHEAST OF A POWERLINE POLE NUMBER 128 WITH
 OC2682'A METAL WITNESS SIGN AND 30-FEET SOUTHWEST
 OC2682'POLE NUMBER 128 WITH A METAL WITNESS SIGN AND 30-FEET
 OC2682'SOUTHWEST OF THE PAVED DRIVE.
 OC2682'
 OC2682'REFERENCE MARK 2 IS A STANDARD DISK STAMPED--MASSABESIC
 OC2682'NO 2 1976--SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OC2682'POST WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 3.3 FEET
 OC2682'NORTHEAST OF A METAL WITNESS POST AND 65 FEET SOUTH-SOUTHWEST
 OC2682'OF THE PAVED DRIVE.
 OC2682'
 OC2682'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK
 OC2682'STAMPED--MASSABESIC AZ MK 1976--SET IN THE TOP OF A
 OC2682'12-INCH CYLINDRICAL CONCRETE POST WHICH PROJECTS 6-INCHES
 OC2682'ABOVE THE GROUND SURFACE.  IT IS 4.3 FEET NORTHEAST OF
 OC2682'A METAL WITNESS POST, 26 FEET EAST OF POWERLINE POLE
 OC2682'NUMBER 118 AND 49.5 FEET SOUTH-SOUTHWEST OF THE
 OC2682'CENTERLINE OF OSSIPEE HILL ROAD.
 OC2682'
 OC2682'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION, OF
 OC2682'U.SD. ROUTE 202 AND WEST ROAD, GO NORTH ON U.S. ROUTE 202
 OC2682'FOR 0.85 MILE TO THE OSSIPEE HILL ROAD ON THE LEFT.  TURN
 OC2682'LEFT, GO WESTERLY ON OSSIPEE HILL ROAD FOR 0.45 MILE
 OC2682'TO THE AZIMUTH MARK ON THE LEFT IN THE POWERLINE
 OC2682'RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0680 ***********************************************************************
 RF0680  DESIGNATION -  MASTER RESET
 RF0680  PID         -  RF0680
 RF0680  STATE/COUNTY-  ME/AROOSTOOK
 RF0680  USGS QUAD   -  PRESQUE ISLE (1984)
 RF0680
 RF0680                         *CURRENT SURVEY CONTROL
 RF0680  ___________________________________________________________________
 RF0680* NAD 83(1996)-  46 42 40.25305(N)    068 03 10.62502(W)     ADJUSTED  
 RF0680* NAVD 88     -       209.0    (meters)     686.     (feet)  VERTCON   
 RF0680  ___________________________________________________________________
 RF0680  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 RF0680  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 RF0680
 RF0680  HORZ ORDER  -  SECOND
 RF0680
 RF0680.The horizontal coordinates were established by classical geodetic methods
 RF0680.and adjusted by the National Geodetic Survey in March 1998..
 RF0680
 RF0680.The NAVD 88 height was computed by applying the VERTCON shift value to
 RF0680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RF0680
 RF0680.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0680
 RF0680.The geoid height was determined by GEOID03.
 RF0680
 RF0680;                    North         East     Units Scale Factor Converg.
 RF0680;SPC ME E     -   338,416.804   334,180.075   MT  0.99991436   +0 19 31.5
 RF0680;UTM  19      - 5,173,505.046   572,386.789   MT  0.99966440   +0 41 21.8
 RF0680
 RF0680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0680!SPC ME E     -   0.99997091  x   0.99991436  =   0.99988528
 RF0680!UTM  19      -   0.99997091  x   0.99966440  =   0.99963532
 RF0680
 RF0680|---------------------------------------------------------------------|
 RF0680| PID    Reference Object                     Distance      Geod. Az  |
 RF0680|                                                           dddmmss.s |
 RF0680| DA5492 MASTER RM 3                          21.800 METERS 03609     |
 RF0680| RF0682 PRESQUE ISLE TV STA WAGM TOWER      APPROX. 4.5 KM 0642158.3 |
 RF0680| RF0681 PRESQUE ISLE AFB ROTATING BCN       APPROX. 2.3 KM 1373620.3 |
 RF0680| RF0684 QUAGGY JOE MOUNTAIN BEACON          APPROX.12.5 KM 1633209.8 |
 RF0680| DA5491 MASTER RM 2                           8.350 METERS 20148     |
 RF0680| DA5493 MASTER RM 4                           9.211 METERS 32759     |
 RF0680| DA5490 MASTER RM 1                           9.205 METERS 32830     |
 RF0680|---------------------------------------------------------------------|
 RF0680
 RF0680                          SUPERSEDED SURVEY CONTROL
 RF0680
 RF0680  NAD 83(1992)-  46 42 40.24838(N)    068 03 10.62085(W) AD(       ) 2
 RF0680  NAD 83(1986)-  46 42 40.24541(N)    068 03 10.62583(W) AD(       ) 2
 RF0680  NAD 27      -  46 42 40.09380(N)    068 03 12.51620(W) AD(       ) 2
 RF0680  NGVD 29 (07/19/86)  209.2    (m)          686.     (f) VERT ANG       
 RF0680
 RF0680.Superseded values are not recommended for survey control.
 RF0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0680.See file dsdata.txt to determine how the superseded data were derived.
 RF0680
 RF0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM7238773505(NAD 83)
 RF0680_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RF0680_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 RF0680_STAMPING: MASTER 1959 1979
 RF0680_MARK LOGO: CGS   
 RF0680_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RF0680_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RF0680
 RF0680  HISTORY     - Date     Condition        Report By
 RF0680  HISTORY     - 1959     MONUMENTED       CGS
 RF0680  HISTORY     - 1963     SEE DESCRIPTION  CGS
 RF0680  HISTORY     - 1971     GOOD             DMA
 RF0680  HISTORY     - 1973     SEE DESCRIPTION  MEDT
 RF0680  HISTORY     - 1974     SEE DESCRIPTION  NGS
 RF0680  HISTORY     - 1979     GOOD             NGS
 RF0680  HISTORY     - 1980     SEE DESCRIPTION  NGS
 RF0680  HISTORY     - 19920615 SEE DESCRIPTION  CGS
 RF0680
 RF0680                          STATION DESCRIPTION
 RF0680
 RF0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAS)
 RF0680'STATION IS LOCATED ABOUT 1 MILE WEST-NORTHWEST OF PRESQUE ISLE
 RF0680'AIR FORCE BASE, ABOUT 1-1/2 MILES WEST-NORTHWEST OF PRESQUE ISLE
 RF0680'NEAR THE PROPERTY LINE BETWEEN TWO CULTIVATED FIELDS AND NEAR
 RF0680'THE CENTER ONE OF 3 RUNWAY MARKER POLES.  STATION, A STANDARD
 RF0680'DISK SET IN A 15 INCH CONCRETE MASS AND STAMPED MASTER 1959 IS
 RF0680'33 FEET SOUTH OF THE CENTER ONE OF 3 RUNWAY MARKER POLES AND IS
 RF0680'ABOUT 6 INCHES BELOW THE SURFACE OF THE GROUND.
 RF0680'
 RF0680'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS NO. 227 AND 163
 RF0680'IN PRESQUE ISLE, GO NORTHWESTERLY ON STATE HIGHWAY NO. 227 FOR
 RF0680'0.8 MILE TO FORKS.  TAKE RIGHT FORK AND GO WESTERLY ON STATE
 RF0680'HIGHWAY NO. 227 FOR 3.4 MILES TO SIDE ROAD LEFT.  TURN LEFT AND
 RF0680'GO SOUTHERLY ON STATE HIGHWAY NO. 227 DETOUR FOR 1.4 MILE TO T
 RF0680'INTERSECTION.  TURN LEFT AND GO EAST ON SURFACED ROAD FOR 0.6
 RF0680'MILE TO TOP OF HILL AND STATION ON LEFT (NORTH) SIDE OF ROAD AS
 RF0680'DESCRIBED.
 RF0680'
 RF0680'REFERENCE MARK NO. 1 IS 28 FEET NORTHWEST OF PROPERTY LINE AND
 RF0680'4 FEET SOUTHEAST OF THE CENTER ONE OF 3 RUNWAY MARKER POLES.  THE
 RF0680'MARK IS A STANDARD DISK SET IN A 15 INCH CONCRETE MASS ABOUT 3
 RF0680'INCHES BELOW THE SURFACE OF GROUND AND THE DISK IS STAMPED
 RF0680'MASTER NO 1 1959.
 RF0680'
 RF0680'REFERENCE MARK NO. 2 IS 55 FEET SOUTH-SOUTHEAST OF THE CENTER
 RF0680'ONE OF 3 RUNWAY MARKER POLES.  THE MARK IS A STANDARD DISK SET
 RF0680'IN A 15 INCH MASS OF CONCRETE AND THE DISK IS STAMPED MASTER NO
 RF0680'2 1959.
 RF0680'
 RF0680'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 RF0680
 RF0680                          STATION RECOVERY (1963)
 RF0680
 RF0680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FHG)
 RF0680'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD
 RF0680'CONDITION.  HOWEVER, THE DESCRIPTION TO THE STATION SHOULD BE
 RF0680'CHANGED AS DESCRIBED IN MAINE VOL. II PAGE 13 AS FOLLOWS--TO
 RF0680'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 163 AND
 RF0680'227 IN WEST PRESQUE ISLE, GO NORTHWESTERLY ON STATE HIGHWAY 227
 RF0680'FOR 0.3 MILES TO FORK, TAKE LEFT FORK AND CONTINUE WEST ON
 RF0680'STATE HIGHWAY 227 FOR 2.55 MILES TO SIDE ROAD LEFT, TURN LEFT
 RF0680'AND GO SW FOR 0.3 MILES AND CREST OF HILL AND STATION ON E
 RF0680'SIDE OF ROAD.
 RF0680'
 RF0680'REFERENCE MARK NO. 1 IS 28 FEET NORTHWEST OF PROPERTY LINE AND
 RF0680'4 FEET SW OF THE CENTER ONE OF 3 OBSTRUCTED LIGHTED POWER POLES.
 RF0680
 RF0680                          STATION RECOVERY (1971)
 RF0680
 RF0680'RECOVERY NOTE BY DEFENSE MAP AGENCY 1971
 RF0680'STATION WAS RECOVERED IN GOOD CONDITION.  NO SEARCH WAS MADE FOR
 RF0680'THE OTHER MARKS.
 RF0680'
 RF0680'STATION IS NEAR AN AIRWAY BEACON BEHIND THE RESIDENCE OF MR. ROLLAND
 RF0680'WALKER ON OLD STATE ROAD.
 RF0680'
 RF0680'A NEW ROUTE DESCRIPTION IS AS FOLLOWS--
 RF0680'
 RF0680'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 227 AND 163
 RF0680'IN PRESQUE ISLE, MAINE, GO WESTERLY ON STATE HIGHWAY 227 FOR 3.5
 RF0680'MILES TO OLD STATE ROAD ON THE LEFT.  TURN LEFT FOR 0.2 MILE TO MR.
 RF0680'WALKERS RESIDENCE, AND THE STATION AND AIRWAY BEACON BEHIND IT.
 RF0680
 RF0680                          STATION RECOVERY (1973)
 RF0680
 RF0680'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1973 (BJR)
 RF0680'DESTROYED BY BULLDOZER.  R.M. 1 AND 2 ALSO DESTROYED.
 RF0680
 RF0680                          STATION RECOVERY (1974)
 RF0680
 RF0680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JVT)
 RF0680'STATION MASTER AND REFERENCE MARKS 1 AND 2 HAVE BEEN
 RF0680'DESTROYED.  ALL DISCS HAVE BEEN REMOVED AND THE CONCRETE
 RF0680'MONUMENTS BROKEN UP.
 RF0680'
 RF0680'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RF0680'1 MILE WNW OF PRESQUE ISLE AIRPORT.
 RF0680
 RF0680                          STATION RECOVERY (1979)
 RF0680
 RF0680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 RF0680'THE SURFACE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE GRADED OUT
 RF0680'WHEN A NEW HOUSE WAS BUILT.  THE UNDERGROUND STATION MARK WAS
 RF0680'RECOVERED IN GOOD CONDITION.  A NEW SURFACE STATION MARK AND REFERENCE
 RF0680'MARKS 3 AND 4 WERE ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION
 RF0680'FOLLOWS.
 RF0680'
 RF0680'THE STATION IS LOCATED ABOUT 2 MILES WEST-NORTHWEST OF PRESQUE ISLE,
 RF0680'ON A HIGH HILL, AND ON PROPERTY OWNED BY MR. R. W. WALKER WHO LIVES
 RF0680'AT THE STATION SITE.
 RF0680'
 RF0680'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 163 AND 227,
 RF0680'IN PRESQUE ISLE, GO NORTH AND WEST ON HIGHWAY 227 FOR 3.2 MILES TO A
 RF0680'SIDE ROAD LEFT.  TURN LEFT AND GO SOUTHERLY ON A PAVED ROAD FOR 0.25
 RF0680'MILE TO THE STATION, BEHIND MR. WALKERS HOUSE.
 RF0680'
 RF0680'THE STATION MARK STAMPED---MASTER 1959 1979---IS A STANDARD DISK
 RF0680'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS 2 INCHES
 RF0680'UNDERGROUND.  IT IS 100 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 RF0680'HOUSE, 86.5 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE HOUSE AND 45
 RF0680'FEET SOUTHEAST OF THE MIDDLE ONE OF THREE MARKER POLES.
 RF0680'
 RF0680'REFERENCE MARK 3 STAMPED---MASTER 1959 NO 3 1979---IS A STANDARD
 RF0680'DISK SET IN THE TOP OF A 14-INCH SQUARE CONCRETE MONUMENT THAT IS
 RF0680'FLUSH WITH THE GROUND SURFACE.  IT IS 76.5 FEET SOUTHEAST OF THE
 RF0680'SOUTHEAST CORNER OF THE HOUSE AND 2 FEET SOUTH OF THE EAST ONE OF
 RF0680'THREE MARKER POLES.
 RF0680'
 RF0680'REFERENCE MARK 4 STAMPED---MASTER 1959 NO 4 1979---IS A STANDARD DISK
 RF0680'SET IN THE TOP OF A 14-INCH SQUARE CONCRETE MONUMENT THAT IS 2 INCHES
 RF0680'UNDERGROUND.  IT IS 71.7 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 RF0680'HOUSE AND 58.5 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE HOUSE.
 RF0680
 RF0680                          STATION RECOVERY (1980)
 RF0680
 RF0680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (RPD)
 RF0680'THE TO REACH IS GOOD AS DESCRIBED BUT THE STATION REFERENCES HAVE
 RF0680'CHANGED AS FOLLOWS BUT IT SHOULD FIRST BE MENTIONED THAT THE STATION
 RF0680'AND REFERENCE MARKS HAVE BEEN RESET BY THE MAINE DEPT. OF
 RF0680'TRANSPORTATION IN 1979.  MASTER HAS BEEN RESET OVER THE SUBSURFACE
 RF0680'MARK.  THE STATION IS LOCATED IN THE BACKYARD (THE UNCARED FOR
 RF0680'PORTION) OF R.C. WALKER.  IT IS 99.5 FT. SOUTH OF THE EAST
 RF0680'CORNER OF A HOUSE.  181.1 FT. NE OF THE CENTERLINE OF THE PAVED
 RF0680'ROAD.  45.1 FT. SE OF AN OBSTRUCTION LIGHTED POLE.  73.3 FT. SW OF
 RF0680'ANOTHER OBSTRUCTION LIGHTED POLE.  25 FT. NW OF A FARMED
 RF0680'FIELD.  TWO NEW REFERENCE MARKS WERE SET.  RM NO. 3 IS 71.6 FT.
 RF0680'NE OF THE STATION.  RM NO. 4 IS 30.2 FT. NW OF THE STATION.  THE
 RF0680'STATION IS STAMPED, MASTER 1959 1979 AND IS SET IN A CONCRETE
 RF0680'MONUMENT ABOUT FLUSH WITH THE GROUND.
 RF0680'
 RF0680'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.0 MILE NW OF
 RF0680'NORTHERN MAINE REGIONAL AIRPORT AT PRESQUE ISLE.
 RF0680
 RF0680                          STATION RECOVERY (1992)
 RF0680
 RF0680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1992
 RF0680'THE STATION IS LOCATED ABOUT 3750 FT (1143.0 M) NORTH OF THE
 RF0680'CENTERLINE END RUNWAY 19 AT NORTHERN MAINE REGIONAL AIRPORT AT PRESQUE
 RF0680'ISLE.  IT IS IN THE BACKYARD OF RC WALKER, 99.5 FT (30.3 M) SOUTH OF
 RF0680'THE EAST CORNER OF HOUSE, 181.1 FT (55.2 M) NE OF THE CENTERLINE OF
 RF0680'PAVED ROAD, 45.1 FT (13.7 M) SE OF AN OBSTRUCTION LIGHTED POLE, 73.3
 RF0680'FT (22.3 M) SOUTHWEST OF ANOTHER OBSTRUCTION LIGHTED POLE, 25 FT (7.6
 RF0680'M) NW OF A FARMED FIELD, 71.6 FT (21.8 M) SW OF REFERENCE MARK 3, 30.2
 RF0680'FT (9.2 M) SE OF REFERENCE MARK 4.  THE STATION IS STAMPED MASTER 1959
 RF0680'1979 AND IS SET IN A CONCRETE MONUMENT THAT IS ABOUT FLUSH WITH THE
 RF0680'GROUND.  IT WAS RESET OVER THE SUB-SURFACE MARK BY THE MAINE DEPT OF
 RF0680'TRANSPORTATION CONTROL SURVEYS IN 1979.  NOTE- QUAD 460681 STATION
 RF0680'1002 ACRN=RFO680
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0289 ***********************************************************************
 OB0289  DESIGNATION -  MATAMES 1962
 OB0289  PID         -  OB0289
 OB0289  STATE/COUNTY-  ME/KNOX
 OB0289  USGS QUAD   -  MATINICUS (1973)
 OB0289
 OB0289                         *CURRENT SURVEY CONTROL
 OB0289  ___________________________________________________________________
 OB0289* NAD 83(1996)-  43 50 59.08795(N)    068 53 56.53782(W)     ADJUSTED  
 OB0289* NAVD 88     -        17.     (meters)      56.     (feet)  SCALED    
 OB0289  ___________________________________________________________________
 OB0289  LAPLACE CORR-           2.19  (seconds)                    DEFLEC99
 OB0289  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 OB0289
 OB0289  HORZ ORDER  -  THIRD
 OB0289
 OB0289.The horizontal coordinates were established by classical geodetic methods
 OB0289.and adjusted by the National Geodetic Survey in March 1998..
 OB0289.No horizontal observational check was made to the station.
 OB0289
 OB0289.The orthometric height was scaled from a topographic map.
 OB0289
 OB0289.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0289
 OB0289.The geoid height was determined by GEOID03.
 OB0289
 OB0289;                    North         East     Units Scale Factor Converg.
 OB0289;SPC ME E     -    20,416.927   267,917.197   MT  0.99991266   -0 16 35.2
 OB0289;UTM  19      - 4,855,189.706   508,114.916   MT  0.99960081   +0 04 11.8
 OB0289
 OB0289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0289!SPC ME E     -   1.00000128  x   0.99991266  =   0.99991394
 OB0289!UTM  19      -   1.00000128  x   0.99960081  =   0.99960209
 OB0289
 OB0289|---------------------------------------------------------------------|
 OB0289| PID    Reference Object                     Distance      Geod. Az  |
 OB0289|                                                           dddmmss.s |
 OB0289| OB0290 MATAMES 1962 RM 3                   136.649 METERS 11458     |
 OB0289| OB0284 MATINICUS ROCK LIGHTHOUSE S         APPROX. 8.2 KM 1541156.7 |
 OB0289| CE8313 MATAMES 1962 RM 2                                  15419     |
 OB0289| OB0378 MONHEGAN LIGHT                      APPROX.34.8 KM 2542542.1 |
 OB0289| CE8312 MATAMES 1962 RM 1                                  26817     |
 OB0289|---------------------------------------------------------------------|
 OB0289
 OB0289                          SUPERSEDED SURVEY CONTROL
 OB0289
 OB0289  NAD 83(1992)-  43 50 59.09417(N)    068 53 56.51694(W) AD(       ) 3
 OB0289  NAD 83(1986)-  43 50 59.09761(N)    068 53 56.52407(W) AD(       ) 3
 OB0289  NAD 27      -  43 50 58.79700(N)    068 53 58.41100(W) AD(       ) 3
 OB0289
 OB0289.Superseded values are not recommended for survey control.
 OB0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0289.See file dsdata.txt to determine how the superseded data were derived.
 OB0289
 OB0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ0811555190(NAD 83)
 OB0289_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OB0289_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 OB0289_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 OB0289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OB0289
 OB0289  HISTORY     - Date     Condition        Report By
 OB0289  HISTORY     - 1962     MONUMENTED       CGS
 OB0289
 OB0289                          STATION DESCRIPTION
 OB0289
 OB0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (WFD)
 OB0289'STATION IS MARKED BY A STANDARD TRAVERSE DISK STAMPED MATAMES
 OB0289'1962, SET IN A CONCRETE MONUMENT.  THE STATION IS LOCATED IN THE
 OB0289'PASTURELAND OF MRS. HILDA AMES AT THE SOUTH END OF MATINICUS
 OB0289'ISLAND, MAINE, JUST NORTH OF CATO LEDGE.  THE STATION IS
 OB0289'APPROXIMATELY ON LINE WITH THE HOUSE OF MRS. AMES AND MATINICUS
 OB0289'ROCK LIGHTHOUSE AND ABOUT A QUARTER OF A MILE SOUTH OF THE
 OB0289'HOUSE.  IT IS ABOUT 130 PACES NORTHERLY OF THE EDGE OF BLUFF
 OB0289'AND ABOUT 148 FEET WESTERLY OF A ROCK FENCE LINE DIVIDING HER
 OB0289'PROPERTY.
 OB0289'
 OB0289'R.M. NO. 1 IS A STANDARD REFERENCE DISK SET IN A CONCRETE
 OB0289'MONUMENT AND STAMPED MATAMES NO. 1 1962.  IT IS APPROXIMATELY ON
 OB0289'LINE WITH THE END OF THE TREE LINE AT THE SOUTHWEST POINT OF
 OB0289'MATINICUS ISLAND.
 OB0289'
 OB0289'R.M. NO. 2 IS A STANDARD REFERENCE MARK SET IN A CONCRETE
 OB0289'MONUMENT AND STAMPED MATAMES NO. 2 1962.  IT IS APPROXIMATELY ON
 OB0289'LINE WITH THE TRIANGULATION STATION AND MATINICUS ROCK LIGHTHOUSE.
 OB0289'
 OB0289'R.M. NO. 3 IS A STANDARD REFERENCE MARK SET IN A CONCRETE
 OB0289'MONUMENT AND STAMPED MATAMES NO. 3 1962.  IT IS APPROXIMATELY ON
 OB0289'LINE WITH THE STATION AND THE S.W. CORNER OF TEN POUND ISLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0290 ***********************************************************************
 OB0290  DESIGNATION -  MATAMES 1962 RM 3
 OB0290  PID         -  OB0290
 OB0290  STATE/COUNTY-  ME/KNOX
 OB0290  USGS QUAD   -  MATINICUS (1973)
 OB0290
 OB0290                         *CURRENT SURVEY CONTROL
 OB0290  ___________________________________________________________________
 OB0290* NAD 83(1996)-  43 50 57.21864(N)    068 53 50.99187(W)     ADJUSTED  
 OB0290* NAVD 88     -        17.     (meters)      56.     (feet)  SCALED    
 OB0290  ___________________________________________________________________
 OB0290  LAPLACE CORR-           2.19  (seconds)                    DEFLEC99
 OB0290  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 OB0290
 OB0290  HORZ ORDER  -  THIRD
 OB0290
 OB0290.The horizontal coordinates were established by classical geodetic methods
 OB0290.and adjusted by the National Geodetic Survey in March 1998..
 OB0290.No horizontal observational check was made to the station.
 OB0290
 OB0290.The orthometric height was scaled from a topographic map.
 OB0290
 OB0290.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0290
 OB0290.The geoid height was determined by GEOID03.
 OB0290
 OB0290;                    North         East     Units Scale Factor Converg.
 OB0290;SPC ME E     -    20,358.642   268,040.780   MT  0.99991256   -0 16 31.3
 OB0290;UTM  19      - 4,855,132.187   508,238.810   MT  0.99960083   +0 04 15.6
 OB0290
 OB0290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0290!SPC ME E     -   1.00000128  x   0.99991256  =   0.99991384
 OB0290!UTM  19      -   1.00000128  x   0.99960083  =   0.99960211
 OB0290
 OB0290                          SUPERSEDED SURVEY CONTROL
 OB0290
 OB0290  NAD 83(1992)-  43 50 57.22489(N)    068 53 50.97096(W) AD(       ) 3
 OB0290  NAD 83(1986)-  43 50 57.22833(N)    068 53 50.97813(W) AD(       ) 3
 OB0290  NAD 27      -  43 50 56.92800(N)    068 53 52.86500(W) AD(       ) 3
 OB0290
 OB0290.Superseded values are not recommended for survey control.
 OB0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0290.See file dsdata.txt to determine how the superseded data were derived.
 OB0290
 OB0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ0823955132(NAD 83)
 OB0290_MARKER: Z = SEE DESCRIPTION
 OB0290_SETTING: 0 = UNSPECIFIED SETTING
 OB0290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OB0290
 OB0290  HISTORY     - Date     Condition        Report By
 OB0290  HISTORY     - 1962     MONUMENTED       CGS
 OB0290
 OB0290                          STATION DESCRIPTION
 OB0290
 OB0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (WFD)
 OB0290'STATION IS MARKED BY A STANDARD REFERENCE MARK STAMPED MATAMES
 OB0290'NO. 3 1962 SET IN A CONCRETE MONUMENT.  IT IS LOCATED IN THE
 OB0290'PASTURELAND OF MRS. HILDA AMES AT THE SOUTH END OF MATINICUS
 OB0290'ISLAND, MAINE, VERY CLOSE TO THE END OF THE CART PATH THAT
 OB0290'TRAVERSES HER PROPERTY IN THE NORTHWESTERLY - SOUTHEASTERLY
 OB0290'DIRECTION AND ON THE SPIT OF LAND JUST NORTH OF CATO LEDGE.
 OB0290'
 OB0290'IT IS DISTANT 138.23 FEET FROM THE WESTERLY CORNER OF THE
 OB0290'WOODEN BUILDING LOCATED HERE AND ABOUT 147 FEET FROM THE BLUFF,
 OB0290'ON LINE WITH STATION MATAMES AND THE S.W. CORNER OF TEN POUND
 OB0290'ISLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0283 ***********************************************************************
 OB0283  DESIGNATION -  MATINICUS ROCK LIGHTHOUSE N
 OB0283  PID         -  OB0283
 OB0283  STATE/COUNTY-  ME/KNOX
 OB0283  USGS QUAD   -  MATINICUS (1973)
 OB0283
 OB0283                         *CURRENT SURVEY CONTROL
 OB0283  ___________________________________________________________________
 OB0283* NAD 83(1996)-  43 47 02.32627(N)    068 51 19.08973(W)     ADJUSTED  
 OB0283* NAVD 88     -                                                        
 OB0283  ___________________________________________________________________
 OB0283  LAPLACE CORR-           2.19  (seconds)                    DEFLEC99
 OB0283  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 OB0283
 OB0283  HORZ ORDER  -  THIRD
 OB0283
 OB0283.The horizontal coordinates were established by classical geodetic methods
 OB0283.and adjusted by the National Geodetic Survey in March 1998..
 OB0283
 OB0283
 OB0283.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0283
 OB0283.The geoid height was determined by GEOID03.
 OB0283
 OB0283;                    North         East     Units Scale Factor Converg.
 OB0283;SPC ME E     -    13,094.317   271,402.183   MT  0.99991006   -0 14 45.1
 OB0283;UTM  19      - 4,847,890.550   511,642.986   MT  0.99960167   +0 06 00.4
 OB0283
 OB0283                          SUPERSEDED SURVEY CONTROL
 OB0283
 OB0283  NAD 83(1992)-  43 47 02.33531(N)    068 51 19.06842(W) AD(       ) 4
 OB0283  NAD 83(1986)-  43 47 02.33848(N)    068 51 19.07573(W) AD(       ) 4
 OB0283  NAD 27      -  43 47 02.03500(N)    068 51 20.95600(W) AD(       ) 3
 OB0283
 OB0283.Superseded values are not recommended for survey control.
 OB0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0283.See file dsdata.txt to determine how the superseded data were derived.
 OB0283
 OB0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ1164347891(NAD 83)
 OB0283
 OB0283  HISTORY     - Date     Condition        Report By
 OB0283  HISTORY     - UNK      MONUMENTED
 OB0283  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0283
 OB0283                          STATION DESCRIPTION
 OB0283
 OB0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0283'THIS STATION WAS LOST AS THE LIGHT WAS DISMANTLED ABOUT 15 YEARS
 OB0283'AGO AND THE ONLY THING LEFT IS THE TOWER WHICH SUPPORTED THE LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0284 ***********************************************************************
 OB0284  DESIGNATION -  MATINICUS ROCK LIGHTHOUSE S
 OB0284  PID         -  OB0284
 OB0284  STATE/COUNTY-  ME/KNOX
 OB0284  USGS QUAD   -  MATINICUS (1973)
 OB0284
 OB0284                         *CURRENT SURVEY CONTROL
 OB0284  ___________________________________________________________________
 OB0284* NAD 83(1996)-  43 47 00.92088(N)    068 51 17.63405(W)     ADJUSTED  
 OB0284* NAVD 88     -                                                        
 OB0284  ___________________________________________________________________
 OB0284  LAPLACE CORR-           2.19  (seconds)                    DEFLEC99
 OB0284  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 OB0284
 OB0284  HORZ ORDER  -  THIRD
 OB0284
 OB0284.The horizontal coordinates were established by classical geodetic methods
 OB0284.and adjusted by the National Geodetic Survey in March 1998..
 OB0284
 OB0284
 OB0284.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0284
 OB0284.The geoid height was determined by GEOID03.
 OB0284
 OB0284;                    North         East     Units Scale Factor Converg.
 OB0284;SPC ME E     -    13,050.806   271,434.543   MT  0.99991003   -0 14 44.0
 OB0284;UTM  19      - 4,847,847.249   511,675.598   MT  0.99960168   +0 06 01.4
 OB0284
 OB0284                          SUPERSEDED SURVEY CONTROL
 OB0284
 OB0284  NAD 83(1992)-  43 47 00.92988(N)    068 51 17.61214(W) AD(       ) 4
 OB0284  NAD 83(1986)-  43 47 00.93267(N)    068 51 17.61949(W) AD(       ) 4
 OB0284  NAD 27      -  43 47 00.63200(N)    068 51 19.50400(W) AD(       ) 3
 OB0284
 OB0284.Superseded values are not recommended for survey control.
 OB0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0284.See file dsdata.txt to determine how the superseded data were derived.
 OB0284
 OB0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ1167647847(NAD 83)
 OB0284
 OB0284  HISTORY     - Date     Condition        Report By
 OB0284  HISTORY     - UNK      MONUMENTED
 OB0284  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0284  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OB0284
 OB0284                          STATION DESCRIPTION
 OB0284
 OB0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0284'THIS STATION IS THE CENTER OF THE LIGHT IN THE LIGHTHOUSE ON
 OB0284'MATINICUS ROCK IN PENOBSCOT BAY, 22 MILES SE BY S OF ROCKLAND.
 OB0284'
 OB0284'THE STATION WAS ESTABLISHED IN 1859.  THE LIGHT HAS NOT BEEN
 OB0284'CHANGED SINCE THEN.
 OB0284
 OB0284                          STATION RECOVERY (1953)
 OB0284
 OB0284'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (PT)
 OB0284'THE STATION WAS RECOVERED IN GOOD CONDITION.  ACCORDING TO LOCAL
 OB0284'INFORMATION, THE LIGHT HAS NOT BEEN CHANGED.  THE PUBLISHED
 OB0284'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0494 ***********************************************************************
 QG0494  DESIGNATION -  MATTA
 QG0494  PID         -  QG0494
 QG0494  STATE/COUNTY-  ME/PENOBSCOT
 QG0494  USGS QUAD   -  LINCOLN WEST (1988)
 QG0494
 QG0494                         *CURRENT SURVEY CONTROL
 QG0494  ___________________________________________________________________
 QG0494* NAD 83(1996)-  45 21 10.23689(N)    068 36 00.46817(W)     ADJUSTED  
 QG0494* NAVD 88     -        73.720  (meters)     241.86   (feet)  ADJUSTED  
 QG0494  ___________________________________________________________________
 QG0494  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 QG0494  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 QG0494  DYNAMIC HT  -          73.721 (meters)     241.87  (feet)  COMP
 QG0494  MODELED GRAV-     980,623.4   (mgal)                       NAVD 88
 QG0494
 QG0494  HORZ ORDER  -  SECOND
 QG0494  VERT ORDER  -  SECOND    CLASS 0
 QG0494
 QG0494.The horizontal coordinates were established by classical geodetic methods
 QG0494.and adjusted by the National Geodetic Survey in March 1998..
 QG0494
 QG0494.The orthometric height was determined by differential leveling
 QG0494.and adjusted by the National Geodetic Survey in June 1991..
 QG0494
 QG0494.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG0494
 QG0494.The geoid height was determined by GEOID03.
 QG0494
 QG0494.The dynamic height is computed by dividing the NAVD 88
 QG0494.geopotential number by the normal gravity value computed on the
 QG0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0494.degrees latitude (g = 980.6199 gals.).
 QG0494
 QG0494.The modeled gravity was interpolated from observed gravity values.
 QG0494
 QG0494;                    North         East     Units Scale Factor Converg.
 QG0494;SPC ME E     -   187,357.829   292,154.454   MT  0.99990076   -0 04 16.5
 QG0494;UTM  19      - 5,022,225.826   531,321.834   MT  0.99961206   +0 17 04.2
 QG0494
 QG0494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG0494!SPC ME E     -   0.99999228  x   0.99990076  =   0.99989304
 QG0494!UTM  19      -   0.99999228  x   0.99961206  =   0.99960434
 QG0494
 QG0494:                Primary Azimuth Mark                     Grid Az
 QG0494:SPC ME E     -  MARSH                                    007 36 43.6
 QG0494:UTM  19      -  MARSH                                    007 15 22.9
 QG0494
 QG0494|---------------------------------------------------------------------|
 QG0494| PID    Reference Object                     Distance      Geod. Az  |
 QG0494|                                                           dddmmss.s |
 QG0494| QG0504 MARSH                               APPROX. 3.9 KM 0073227.1 |
 QG0494| QG1409 LINCOLN EASTERN CORP TANK           APPROX. 7.1 KM 0772501.1 |
 QG0494| QG1404 ROLLINS MTN LOOKOUT TOWER           APPROX.18.9 KM 0781426.9 |
 QG0494| CE8945 MATTA RM 1                           25.140 METERS 10121     |
 QG0494| QG0493 MATTA AZ MK                                        1233942.1 |
 QG0494| QG0495 MATTA RM 2                           24.642 METERS 22419     |
 QG0494|---------------------------------------------------------------------|
 QG0494
 QG0494                          SUPERSEDED SURVEY CONTROL
 QG0494
 QG0494  NAD 83(1992)-  45 21 10.23584(N)    068 36 00.46636(W) AD(       ) 2
 QG0494  NAD 83(1986)-  45 21 10.24246(N)    068 36 00.47269(W) AD(       ) 2
 QG0494  NAD 27      -  45 21 10.04080(N)    068 36 02.36600(W) AD(       ) 2
 QG0494  NGVD 29 (??/??/92)   73.91   (m)          242.5    (f) COMPUTED    2 0
 QG0494
 QG0494.Superseded values are not recommended for survey control.
 QG0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0494.See file dsdata.txt to determine how the superseded data were derived.
 QG0494
 QG0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL3132222226(NAD 83)
 QG0494_MARKER: DS = TRIANGULATION STATION DISK
 QG0494_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QG0494_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QG0494_STAMPING: MATTA 1958
 QG0494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG0494
 QG0494  HISTORY     - Date     Condition        Report By
 QG0494  HISTORY     - 1958     MONUMENTED       CGS
 QG0494  HISTORY     - 1959     GOOD             NGS
 QG0494  HISTORY     - 1981     MARK NOT FOUND   MEDT
 QG0494
 QG0494                          STATION DESCRIPTION
 QG0494
 QG0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 QG0494'STATION IS LOCATED ABOUT 5 MILES WEST SOUTHWEST OF LINCOLN AND
 QG0494'ABOUT 1-1/4 MILES NORTHWEST OF THE PENOBSCOT RIVER.  STATION IS
 QG0494'20 FEET SOUTHWEST OF A 1 FOOT TRIANGLE BLAZED TREE, 11 FEET
 QG0494'SOUTHWEST OF THE APPROXIMATE CENTER OF WOODS ROAD AND 6 FEET
 QG0494'NORTHEAST OF WITNESS POST.  THE MARK PROJECTS ABOUT 8 INCHES
 QG0494'AND THE DISK IS STAMPED MATTA 1958.
 QG0494'
 QG0494'REFERENCE MARK NO. 1 IS 25 FEET NORTHEAST OF THE APPROXIMATE
 QG0494'CENTER OF WOODS ROAD.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 QG0494'DISK IS STAMPED MATTA NO. 1 1958.
 QG0494'
 QG0494'REFERENCE MARK NO. 2 IS 9 FEET WEST OF A BLAZED EVERGREEN
 QG0494'TREE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 QG0494'MATTA NO. 2 1958.
 QG0494'
 QG0494'AZIMUTH MARK IS 24 FEET NORTHEAST OF THE APPROXIMATE CENTER
 QG0494'OF WOODS ROAD AND 2 FEET NORTHWEST OF WITNESS POST.  THE MARK
 QG0494'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED MATTA 1958.
 QG0494'
 QG0494'TO REACH STATION FROM THE INTERSECTION JUST NORTH OF THE BRIDGE
 QG0494'OVER THE PISCATAQUIS RIVER IN HOWLAND GO NORTHWEST ON STATE
 QG0494'HIGHWAY 116 FOR 2.3 MILES TO FORKS.  KEEP RIGHT FORK ON STATE
 QG0494'HIGHWAY 116 FOR 7.4 MILES TO A SIDE ROAD LEFT JUST BEFORE REACHING
 QG0494'BRIDGE OVER MATTAMISCONTIS STREAM.  TURN LEFT PASSING OLD SAW
 QG0494'MILL MILL AND GO 0.15 MILE TO DIM FORKS NEAR OLD SAWDUST PILE.
 QG0494'TAKE RIGHT FORK ALONG EAST SIDE OF CLEARING FOR 0.1 MILE TO
 QG0494'POINT WHERE ROAD ENTERS WOODS.  CONTINUE ON WOODS ROAD FOR 0.1
 QG0494'MILE TO FORKS JUST AFTER CROSSING OLD BRIDGE.  TAKE LEFT FORK
 QG0494'FOR 0.8 MILE TO WOODS ROAD RIGHT.  CONTINUE FOR 0.05 MILE TO
 QG0494'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE FOR 0.05 MILE
 QG0494'TO TOP OF GRADE AND BLAZED TREE ON RIGHT AND STATION ON LEFT
 QG0494'AS DESCRIBED.
 QG0494'
 QG0494'A FOUR WHEEL DRIVE VEHICLE IS NECESSARY TO DRIVE TO STATION.
 QG0494'
 QG0494'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 QG0494
 QG0494                          STATION RECOVERY (1959)
 QG0494
 QG0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 QG0494'10.3 MI NE FROM HOWLAND.
 QG0494'9.1 MILES NORTHEAST ALONG STATE HIGHWAY 116 FROM THE NORTH END
 QG0494'OF THE LARGE STATE HIGHWAY 116 BRIDGE OVER THE PISCATAQUIS RIVER AT
 QG0494'HOWLAND, THENCE 1.2 MILES NORTH-NORTHWEST ALONG WOODS ROAD, ON
 QG0494'THE TOP OF A RIDGE, AT A SMALL CLEARED AREA, 11 FEET SOUTHWEST
 QG0494'OF THE CENTER LINE OF THE DIM WOODS ROAD, 12 1/2 FEET SOUTH OF
 QG0494'A 12-INCH PINE TREE WITH A PAINTED SLASH, 22 FEET SOUTHWEST AND
 QG0494'ACROSS THE WOODS ROAD FROM A 20-INCH POPLAR TREE WITH A PAINTED
 QG0494'TRIANGLE BLAZE, 6.4 FEET NORTHEAST OF A METAL WITNESS POST,
 QG0494'1 1/2 FEET ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP OF A
 QG0494'CONCRETE FILLED TILE PIPE PROJECTING 6 INCHES ABOVE THE GROUND.
 QG0494
 QG0494                          STATION RECOVERY (1981)
 QG0494
 QG0494'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1981 (BJR)
 QG0494'MATTA SEARCHED FOR TWICE AND NOT FOUND.
 QG0494'
 QG0494'RM - 1 RM - 2 AZ - 1 PROBABLY GONE DUE TO LOGGING AND EXCAVATION
 QG0494'OPERATIONS IN THE AREA.
 QG0494'
 QG0494'DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MI. SOUTHWEST OF
 QG0494'LINCOLN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0493 ***********************************************************************
 QG0493  DESIGNATION -  MATTA AZ MK
 QG0493  PID         -  QG0493
 QG0493  STATE/COUNTY-  ME/PENOBSCOT
 QG0493  USGS QUAD   -  LINCOLN WEST (1988)
 QG0493
 QG0493                         *CURRENT SURVEY CONTROL
 QG0493  ___________________________________________________________________
 QG0493* NAD 83(1986)-  45 21 10.     (N)    068 36 00.     (W)     SCALED    
 QG0493* NAVD 88     -        69.184  (meters)     226.98   (feet)  ADJUSTED  
 QG0493  ___________________________________________________________________
 QG0493  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 QG0493  DYNAMIC HT  -          69.184 (meters)     226.98  (feet)  COMP
 QG0493  MODELED GRAV-     980,623.4   (mgal)                       NAVD 88
 QG0493
 QG0493  VERT ORDER  -  SECOND    CLASS 0
 QG0493
 QG0493.The horizontal coordinates were scaled from a topographic map and have
 QG0493.an estimated accuracy of +/- 6 seconds.
 QG0493
 QG0493.The orthometric height was determined by differential leveling
 QG0493.and adjusted by the National Geodetic Survey in June 1991..
 QG0493
 QG0493.The geoid height was determined by GEOID03.
 QG0493
 QG0493.The dynamic height is computed by dividing the NAVD 88
 QG0493.geopotential number by the normal gravity value computed on the
 QG0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0493.degrees latitude (g = 980.6199 gals.).
 QG0493
 QG0493.The modeled gravity was interpolated from observed gravity values.
 QG0493
 QG0493;                    North         East    Units  Estimated Accuracy
 QG0493;SPC ME E     -   187,350.      292,170.      MT  (+/- 180 meters Scaled)
 QG0493
 QG0493                          SUPERSEDED SURVEY CONTROL
 QG0493
 QG0493  NGVD 29 (??/??/92)   69.37   (m)          227.6    (f) COMPUTED    2 0
 QG0493
 QG0493.Superseded values are not recommended for survey control.
 QG0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0493.See file dsdata.txt to determine how the superseded data were derived.
 QG0493
 QG0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL313222(NAD 83)
 QG0493_MARKER: DZ = AZIMUTH MARK DISK
 QG0493_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QG0493_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QG0493_STAMPING: MATTA 1958
 QG0493_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG0493
 QG0493  HISTORY     - Date     Condition        Report By
 QG0493  HISTORY     - 1958     MONUMENTED       CGS
 QG0493  HISTORY     - 1959     GOOD             NGS
 QG0493
 QG0493                          STATION DESCRIPTION
 QG0493
 QG0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QG0493'10.2 MI NE FROM HOWLAND.
 QG0493'9.1 MILES NORTHEAST ALONG STATE HIGHWAY 116 FROM THE NORTH END
 QG0493'OF THE LARGE STATE HIGHWAY 116 BRIDGE OVER THE PISCATAQUIS RIVER
 QG0493'AT HOWLAND, THENCE 1.15 MILES NORTH-NORTHWEST ALONG WOODS ROAD,
 QG0493'ALONG THE NORTH BANK OF A SMALL GULLY, 23 1/2 FEET EAST-NORTHEAST
 QG0493'OF THE CENTER LINE OF THE WOODS ROAD, 18 FEET EAST OF A 12-INCH
 QG0493'BIRCH TREE WITH A PAINTED SLASH, 2.3 FEET NORTH OF A METAL WITNESS
 QG0493'POST, 2 FEET BELOW THE LEVEL OF THE WOODS ROAD, SET IN THE TOP OF
 QG0493'A CONCRETE FILLED 3-INCH TILE PIPE PROJECTING 6 INCHES ABOVE THE
 QG0493'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0495 ***********************************************************************
 QG0495  DESIGNATION -  MATTA RM 2
 QG0495  PID         -  QG0495
 QG0495  STATE/COUNTY-  ME/PENOBSCOT
 QG0495  USGS QUAD   -  LINCOLN WEST (1988)
 QG0495
 QG0495                         *CURRENT SURVEY CONTROL
 QG0495  ___________________________________________________________________
 QG0495* NAD 83(1986)-  45 21 10.     (N)    068 36 00.     (W)     SCALED    
 QG0495* NAVD 88     -        71.193  (meters)     233.57   (feet)  ADJUSTED  
 QG0495  ___________________________________________________________________
 QG0495  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 QG0495  DYNAMIC HT  -          71.193 (meters)     233.57  (feet)  COMP
 QG0495  MODELED GRAV-     980,623.4   (mgal)                       NAVD 88
 QG0495
 QG0495  VERT ORDER  -  SECOND    CLASS 0
 QG0495
 QG0495.The horizontal coordinates were scaled from a topographic map and have
 QG0495.an estimated accuracy of +/- 6 seconds.
 QG0495
 QG0495.The orthometric height was determined by differential leveling
 QG0495.and adjusted by the National Geodetic Survey in June 1991..
 QG0495
 QG0495.The geoid height was determined by GEOID03.
 QG0495
 QG0495.The dynamic height is computed by dividing the NAVD 88
 QG0495.geopotential number by the normal gravity value computed on the
 QG0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0495.degrees latitude (g = 980.6199 gals.).
 QG0495
 QG0495.The modeled gravity was interpolated from observed gravity values.
 QG0495
 QG0495;                    North         East    Units  Estimated Accuracy
 QG0495;SPC ME E     -   187,350.      292,170.      MT  (+/- 180 meters Scaled)
 QG0495
 QG0495                          SUPERSEDED SURVEY CONTROL
 QG0495
 QG0495  NGVD 29 (??/??/92)   71.379  (m)          234.18   (f) ADJ UNCH    2 0
 QG0495
 QG0495.Superseded values are not recommended for survey control.
 QG0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0495.See file dsdata.txt to determine how the superseded data were derived.
 QG0495
 QG0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL313222(NAD 83)
 QG0495_MARKER: DR = REFERENCE MARK DISK
 QG0495_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QG0495_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QG0495_STAMPING: MATTA NO 2 1958
 QG0495_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG0495
 QG0495  HISTORY     - Date     Condition        Report By
 QG0495  HISTORY     - 1958     MONUMENTED       CGS
 QG0495  HISTORY     - 1959     GOOD             NGS
 QG0495
 QG0495                          STATION DESCRIPTION
 QG0495
 QG0495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QG0495'10.3 MI NE FROM HOWLAND.
 QG0495'9.1 MILES NORTHEAST ALONG STATE HIGHWAY 116 FROM THE NORTH END
 QG0495'OF THE LARGE STATE HIGHWAY 116 BRIDGE OVER THE PISCATAQUIS RIVER
 QG0495'AT HOWLAND, THENCE 1.2 MILES NORTH-NORTHWEST ALONG WOODS ROAD,
 QG0495'80.8 FEET SOUTHWEST OF THE STATION, 92 FEET SOUTHWEST OF THE
 QG0495'CENTER LINE OF THE DIM WOODS ROAD, 9 1/2 FEET NORTHWEST OF A 15-INCH
 QG0495'BLAZED PINE TREE, ABOUT 8 FEET BELOW THE LEVEL OF THE WOODS
 QG0495'ROAD AND STATION, SET IN THE TOP OF A CONCRETE FILLED 3-INCH
 QG0495'TILE PIPE PROJECTING 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1065 ***********************************************************************
 QF1065  DESIGNATION -  MAUREL IBC
 QF1065  PID         -  QF1065
 QF1065  STATE/COUNTY-  ME/WASHINGTON
 QF1065  USGS QUAD   -  WOODLAND (1987)
 QF1065
 QF1065                         *CURRENT SURVEY CONTROL
 QF1065  ___________________________________________________________________
 QF1065* NAD 83(1996)-  45 14 29.20309(N)    067 27 29.13468(W)     ADJUSTED  
 QF1065* NAVD 88     -        30.     (meters)      98.     (feet)  SCALED    
 QF1065  ___________________________________________________________________
 QF1065  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 QF1065  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 QF1065
 QF1065  HORZ ORDER  -  THIRD
 QF1065
 QF1065.The horizontal coordinates were established by classical geodetic methods
 QF1065.and adjusted by the National Geodetic Survey in March 1998..
 QF1065
 QF1065.The orthometric height was scaled from a topographic map.
 QF1065
 QF1065.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1065
 QF1065.The geoid height was determined by GEOID03.
 QF1065
 QF1065;                    North         East     Units Scale Factor Converg.
 QF1065;SPC ME E     -   175,501.790   381,797.104   MT  0.99998224   +0 44 23.6
 QF1065;UTM  19      - 5,010,928.866   621,014.283   MT  0.99978006   +1 05 42.0
 QF1065
 QF1065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1065!SPC ME E     -   0.99999903  x   0.99998224  =   0.99998127
 QF1065!UTM  19      -   0.99999903  x   0.99978006  =   0.99977909
 QF1065
 QF1065                          SUPERSEDED SURVEY CONTROL
 QF1065
 QF1065  NAD 83(1992)-  45 14 29.20061(N)    067 27 29.13446(W) AD(       ) 3
 QF1065  NAD 83(1986)-  45 14 29.20361(N)    067 27 29.14109(W) AD(       ) 3
 QF1065  NAD 27      -  45 14 28.97200(N)    067 27 31.17200(W) AD(       ) 3
 QF1065
 QF1065.Superseded values are not recommended for survey control.
 QF1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1065.See file dsdata.txt to determine how the superseded data were derived.
 QF1065
 QF1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2101410929(NAD 83)
 QF1065_MARKER: DD = SURVEY DISK
 QF1065_SETTING: 80 = SET IN A BOULDER
 QF1065_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF1065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1065+STABILITY: SURFACE MOTION
 QF1065
 QF1065  HISTORY     - Date     Condition        Report By
 QF1065  HISTORY     - 1910     MONUMENTED       IBC
 QF1065
 QF1065                          STATION DESCRIPTION
 QF1065
 QF1065'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JEM)
 QF1065'ABOUT 5 METERS N OF REFERENCE MONUMENT 186.
 QF1065'
 QF1065'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE IN THE ROCK CLOSE
 QF1065'TO THE EDGE OF THE WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0644 ***********************************************************************
 PD0644  DESIGNATION -  MAX
 PD0644  PID         -  PD0644
 PD0644  STATE/COUNTY-  ME/WASHINGTON
 PD0644  USGS QUAD   -  WEST LUBEC (1975)
 PD0644
 PD0644                         *CURRENT SURVEY CONTROL
 PD0644  ___________________________________________________________________
 PD0644* NAD 83(1996)-  44 51 11.73683(N)    067 02 26.82021(W)     ADJUSTED  
 PD0644* NAVD 88     -         3.7    (meters)      12.     (feet)  VERTCON   
 PD0644  ___________________________________________________________________
 PD0644  LAPLACE CORR-           3.15  (seconds)                    DEFLEC99
 PD0644  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 PD0644
 PD0644  HORZ ORDER  -  THIRD
 PD0644
 PD0644.The horizontal coordinates were established by classical geodetic methods
 PD0644.and adjusted by the National Geodetic Survey in March 1998..
 PD0644
 PD0644.The NAVD 88 height was computed by applying the VERTCON shift value to
 PD0644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PD0644
 PD0644.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0644
 PD0644.The geoid height was determined by GEOID03.
 PD0644
 PD0644;                    North         East     Units Scale Factor Converg.
 PD0644;SPC ME E     -   132,873.891   415,336.456   MT  1.00006353   +1 01 45.4
 PD0644;UTM  19      - 4,968,516.854   654,810.074   MT  0.99989471   +1 22 55.5
 PD0644
 PD0644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0644!SPC ME E     -   1.00000293  x   1.00006353  =   1.00006646
 PD0644!UTM  19      -   1.00000293  x   0.99989471  =   0.99989764
 PD0644
 PD0644                          SUPERSEDED SURVEY CONTROL
 PD0644
 PD0644  NAD 83(1992)-  44 51 11.72695(N)    067 02 26.82213(W) AD(       ) 3
 PD0644  NAD 83(1986)-  44 51 11.72472(N)    067 02 26.82103(W) AD(       ) 3
 PD0644  NGVD 29 (09/20/87)    3.9    (m)           13.     (f) VERT ANG       
 PD0644
 PD0644.Superseded values are not recommended for survey control.
 PD0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0644.See file dsdata.txt to determine how the superseded data were derived.
 PD0644
 PD0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5481068517(NAD 83)
 PD0644_MARKER: DD = SURVEY DISK
 PD0644_SETTING: 66 = SET IN ROCK OUTCROP
 PD0644_SP_SET: SET IN A ROCK LEDGE
 PD0644_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0644_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0644+STABILITY: POSITION/ELEVATION WELL
 PD0644
 PD0644  HISTORY     - Date     Condition        Report By
 PD0644  HISTORY     - 1986     MONUMENTED       NOS
 PD0644
 PD0644                          STATION DESCRIPTION
 PD0644
 PD0644'DESCRIBED BY NATIONAL OCEAN SERVICE 1986 (JGF)
 PD0644'THE STATION IS LOCATED AT THE SOUTH SIDE OF SOUTH BAY ON A SMALL
 PD0644'UNNAMED ISLAND 0.1 MILE EAST OF LONG ISLAND AND AT THE ENTRANCE TO
 PD0644'A LARGE BAY THAT BARES AT LOW WATER.
 PD0644'
 PD0644'TO REACH, THE STATION WAS REACHED BY BOAT.
 PD0644'
 PD0644'THE STATION IS A BRONZE DISK STAMPED---MAX 1986---,CEMENTED IN A
 PD0644'DRILL HOLE IN A ROCK LEDGE.
 PD0644'
 PD0644'HEIGHT OF LIGHT SHOWN WAS 1.6 METERS ABOVE THE MARK.
 PD0644'DESCRIBED BY J. G. FREDERICK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0595 ***********************************************************************
 QF0595  DESIGNATION -  MAXWELL
 QF0595  PID         -  QF0595
 QF0595  STATE/COUNTY-  ME/WASHINGTON
 QF0595  USGS QUAD   -  VANCEBORO (1988)
 QF0595
 QF0595                         *CURRENT SURVEY CONTROL
 QF0595  ___________________________________________________________________
 QF0595* NAD 83(1996)-  45 35 23.29194(N)    067 26 04.98564(W)     ADJUSTED  
 QF0595* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 QF0595  ___________________________________________________________________
 QF0595  LAPLACE CORR-           2.82  (seconds)                    DEFLEC99
 QF0595  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 QF0595
 QF0595  HORZ ORDER  -  THIRD
 QF0595
 QF0595.The horizontal coordinates were established by classical geodetic methods
 QF0595.and adjusted by the National Geodetic Survey in March 1998..
 QF0595
 QF0595.The orthometric height was scaled from a topographic map.
 QF0595
 QF0595.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0595
 QF0595.The geoid height was determined by GEOID03.
 QF0595
 QF0595;                    North         East     Units Scale Factor Converg.
 QF0595;SPC ME E     -   214,238.270   383,119.495   MT  0.99998491   +0 45 39.7
 QF0595;UTM  19      - 5,049,664.997   622,095.610   MT  0.99978328   +1 07 05.9
 QF0595
 QF0595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0595!SPC ME E     -   0.99998540  x   0.99998491  =   0.99997031
 QF0595!UTM  19      -   0.99998540  x   0.99978328  =   0.99976868
 QF0595
 QF0595|---------------------------------------------------------------------|
 QF0595| PID    Reference Object                     Distance      Geod. Az  |
 QF0595|                                                           dddmmss.s |
 QF0595| CE8946 MAXWELL RM 1                         23.604 METERS 02549     |
 QF0595| CE8947 MAXWELL RM 2                         36.256 METERS 07826     |
 QF0595| QF0635 REFERENCE MON 119=N B RM            499.923 METERS 1415413.0 |
 QF0595|---------------------------------------------------------------------|
 QF0595
 QF0595                          SUPERSEDED SURVEY CONTROL
 QF0595
 QF0595  NAD 83(1992)-  45 35 23.28798(N)    067 26 04.98269(W) AD(       ) 3
 QF0595  NAD 83(1986)-  45 35 23.29244(N)    067 26 04.99304(W) AD(       ) 3
 QF0595  NAD 27      -  45 35 23.05900(N)    067 26 06.99500(W) AD(       ) 3
 QF0595
 QF0595.Superseded values are not recommended for survey control.
 QF0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0595.See file dsdata.txt to determine how the superseded data were derived.
 QF0595
 QF0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2209649665(NAD 83)
 QF0595_MARKER: DD = SURVEY DISK
 QF0595_SETTING: 80 = SET IN A BOULDER
 QF0595_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF0595
 QF0595  HISTORY     - Date     Condition        Report By
 QF0595  HISTORY     - 1946     MONUMENTED       IBC
 QF0595  HISTORY     - 1955     GOOD             IBC
 QF0595
 QF0595                          STATION DESCRIPTION
 QF0595
 QF0595'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF0595'ON A ROUNDED POINT, THE SECOND POINT ABOVE CASEY BROOK, ON THE E
 QF0595'SHORE OF SPEDNIK LAKE, ABOUT 1-3/4 MILES ABOVE VANCEBORO, ME, AND
 QF0595'KNOWN LOCALLY AS MAXWELLS LANDING.  IT IS ON A DOME - SHAPED GRANITE
 QF0595'BOULDER 8 FEET IN DIAMETER AND 3 FEET HIGH ON THE BEACH, 50 FEET
 QF0595'OUTSIDE THE TREE AND HIGH - WATER LINE.
 QF0595'
 QF0595'STATION MARK IS AN IBC BRONZE STATION DISK SET IN A DRILL HOLE IN THE
 QF0595'BOULDER.
 QF0595'
 QF0595'REFERENCE MARKS ARE DRILL HOLES IN BOULDERS.  NO 1 IS IN A PYRAMIDAL
 QF0595'BOULDER ABOUT 15 FEET UPSTREAM AND 15 FEET IN SIDE THE HIGH - WATER
 QF0595'LINE.  NO 2 IS IN A LONG, HORSEBACK ROCK ABOUT 35 FEET DOWNSTREAM AND
 QF0595'25 FEET INSIDE THE HIGH - WATER LINE.
 QF0595
 QF0595                          STATION RECOVERY (1955)
 QF0595
 QF0595'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF0595'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2442 ***********************************************************************
 PE2442  DESIGNATION -  MAXWELL 1860
 PE2442  PID         -  PE2442
 PE2442  STATE/COUNTY-  ME/SAGADAHOC
 PE2442  USGS QUAD   -  RICHMOND (1980)
 PE2442
 PE2442                         *CURRENT SURVEY CONTROL
 PE2442  ___________________________________________________________________
 PE2442* NAD 83(1996)-  44 02 12.61276(N)    069 50 33.60450(W)     ADJUSTED  
 PE2442* NAVD 88     -        43.     (meters)     141.     (feet)  SCALED    
 PE2442  ___________________________________________________________________
 PE2442  LAPLACE CORR-           2.18  (seconds)                    DEFLEC99
 PE2442  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 PE2442
 PE2442  HORZ ORDER  -  THIRD
 PE2442
 PE2442.The horizontal coordinates were established by classical geodetic methods
 PE2442.and adjusted by the National Geodetic Survey in March 1998..
 PE2442
 PE2442.The orthometric height was scaled from a topographic map.
 PE2442
 PE2442.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2442
 PE2442.The geoid height was determined by GEOID03.
 PE2442
 PE2442;                    North         East     Units Scale Factor Converg.
 PE2442;SPC ME W     -   133,757.297   925,969.762   MT  0.99997496   +0 13 30.8
 PE2442;UTM  19      - 4,876,309.390   432,481.577   MT  0.99965607   -0 35 08.8
 PE2442
 PE2442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2442!SPC ME W     -   0.99999735  x   0.99997496  =   0.99997231
 PE2442!UTM  19      -   0.99999735  x   0.99965607  =   0.99965342
 PE2442
 PE2442                          SUPERSEDED SURVEY CONTROL
 PE2442
 PE2442  NAD 83(1992)-  44 02 12.61179(N)    069 50 33.60351(W) AD(       ) 3
 PE2442  NAD 83(1986)-  44 02 12.61710(N)    069 50 33.60850(W) AD(       ) 3
 PE2442  NAD 27      -  44 02 12.33600(N)    069 50 35.45700(W) AD(       ) 3
 PE2442
 PE2442.Superseded values are not recommended for survey control.
 PE2442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2442.See file dsdata.txt to determine how the superseded data were derived.
 PE2442
 PE2442_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3248276309(NAD 83)
 PE2442
 PE2442  HISTORY     - Date     Condition        Report By
 PE2442  HISTORY     - 1860     MONUMENTED       COASUR
 PE2442  HISTORY     - 1913     SEE DESCRIPTION  CGS
 PE2442  HISTORY     - 1933     SEE DESCRIPTION  CGS
 PE2442
 PE2442                          STATION DESCRIPTION
 PE2442
 PE2442'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 PE2442'ON TOP OF A BLUFF FORMING THE W BANK OF THE ABAGADASSET RIVER ON
 PE2442'LAND OWNED BY MRS. JENNIE MAXWELL.  THE STATION IS 12-1/2 MILES
 PE2442'FROM BRUNSWICK, 1/3 MILE N OF THE PUBLIC ROAD FROM BRUNSWICK
 PE2442'TO RICHMOND, AND 180 METERS SE OF THE MAXWELL HOUSE, WHICH IS
 PE2442'NEAR HARWARD.  LARGE AREAS OF ROCK SHOW ABOVE THE GROUND AT
 PE2442'SEVERAL PLACES ON THE HILL AND THE STATION IS ON A LARGE ROCK AT
 PE2442'THE HIGHEST POINT ON THE HILL.  STATION AND REFERENCE MARK ARE
 PE2442'STANDARD BRONZE DISKS WEDGED IN DRILL HOLES IN BOULDERS.  THE
 PE2442'REFERENCE MARK IS 2.35 METERS FROM THE STATION IN AZIMUTH 144
 PE2442'DEG 45 MIN.  OTHER AZIMUTHS WERE OBSERVED AS FOLLOWS.
 PE2442'STANDPIPE (BATH) 0 DEG 20 MIN S CHIMNEY OF MAXWELLS HOUSE, 144
 PE2442'DEG 47 MIN.  DOUBLE PINE TREE, 220 DEG 54 MIN.  MAXWELL
 PE2442'MONUMENT (IN CEMETERY) 266 DEG 31 MIN.
 PE2442
 PE2442                          STATION RECOVERY (1933)
 PE2442
 PE2442'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CMD)
 PE2442'STATION WAS RECOVERED AS DESCRIBED.
 PE2442'
 PE2442'STATION AND REFERENCE MARK NO. 1 ARE STAMPED 1860 - 1913.
 PE2442'
 PE2442'REFERENCE MARK NO. 1, IS 2.35 METERS, IN AZIMUTH 144 DEG 45 MIN
 PE2442'FROM THE STATION.
 PE2442'
 PE2442'REFERENCE MARK NO. 2, STAMPED 1860 - 1933, IS 7.487 METERS NW
 PE2442'FROM THE STATION.
 PE2442'
 PE2442'TO REACH THE STATION, BOWDOINHAM, SET THE SPEEDOMETER AT O AT
 PE2442'JUNCTION OF MAIN STREET AND RIVER ROAD TO RICHMOND AND FOLLOW
 PE2442'RIVER ROAD N 2.6 MILES TO A FORK, TAKE RIGHT FORK AND FOLLOW THIS
 PE2442'ROAD 0.6 MILE AND TURN LEFT AT CROSS ROADS AND CONTINUE 0.3 MILE
 PE2442'TO MRS. MAXWELLS HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2093 ***********************************************************************
 OC2093  DESIGNATION -  MAXWELL 1867
 OC2093  PID         -  OC2093
 OC2093  STATE/COUNTY-  ME/YORK
 OC2093  USGS QUAD   -  WELLS (1979)
 OC2093
 OC2093                         *CURRENT SURVEY CONTROL
 OC2093  ___________________________________________________________________
 OC2093* NAD 83(1996)-  43 16 19.84225(N)    070 36 31.72281(W)     ADJUSTED  
 OC2093* NAVD 88     -        37.     (meters)     121.     (feet)  SCALED    
 OC2093  ___________________________________________________________________
 OC2093  LAPLACE CORR-           2.19  (seconds)                    DEFLEC99
 OC2093  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 OC2093
 OC2093  HORZ ORDER  -  THIRD
 OC2093
 OC2093.The horizontal coordinates were established by classical geodetic methods
 OC2093.and adjusted by the National Geodetic Survey in March 1998..
 OC2093
 OC2093.The orthometric height was scaled from a topographic map.
 OC2093
 OC2093.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2093
 OC2093.The geoid height was determined by GEOID03.
 OC2093
 OC2093;                    North         East     Units Scale Factor Converg.
 OC2093;SPC ME W     -    48,846.255   864,107.768   MT  0.99998251   -0 18 11.1
 OC2093;SPC NH       -    86,322.274   385,874.227   MT  1.00005735   +0 43 30.6
 OC2093;SPC NH       -   283,208.99  1,265,989.03   sFT  1.00005735   +0 43 30.6
 OC2093;UTM  19      - 4,792,297.022   369,447.620   MT  0.99980966   -1 06 10.6
 OC2093
 OC2093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2093!SPC ME W     -   0.99999838  x   0.99998251  =   0.99998089
 OC2093!SPC NH       -   0.99999838  x   1.00005735  =   1.00005573
 OC2093!UTM  19      -   0.99999838  x   0.99980966  =   0.99980804
 OC2093
 OC2093                          SUPERSEDED SURVEY CONTROL
 OC2093
 OC2093  NAD 83(1992)-  43 16 19.84110(N)    070 36 31.72367(W) AD(       ) 3
 OC2093  NAD 83(1986)-  43 16 19.84609(N)    070 36 31.72995(W) AD(       ) 3
 OC2093  NAD 27      -  43 16 19.54600(N)    070 36 33.55400(W) AD(       ) 3
 OC2093
 OC2093.Superseded values are not recommended for survey control.
 OC2093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2093.See file dsdata.txt to determine how the superseded data were derived.
 OC2093
 OC2093_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH6944892297(NAD 83)
 OC2093
 OC2093  HISTORY     - Date     Condition        Report By
 OC2093  HISTORY     - 1867     MONUMENTED       CGS
 OC2093  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OC2093  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OC2093
 OC2093                          STATION DESCRIPTION
 OC2093
 OC2093'DESCRIBED BY COAST AND GEODETIC SURVEY 1867 (HA)
 OC2093'STATION IS BETWEEN AN OLD DISCONTINUED ROAD AND A NEW ROAD LEADING
 OC2093'TO NORTH VILLAGE FROM THE OGUNQUIT AND WELLS ROAD.  ON THE FIRST
 OC2093'STEEP RIDGE YOU COME TO ON THE S SIDE OF THE OLD ROAD.  IT IS 10
 OC2093'PACES FROM A NORWAY PINE BEARING W AND 38 PACES FROM A SPOTTED
 OC2093'WHITE PINE BEARING NE.  THE STATION IS MARKED BY A BLACK BOTTLE
 OC2093'SUNK 8 INCHES BELOW THE SURFACE.  A PILE OF STONES COVERS THE
 OC2093'STATION.
 OC2093
 OC2093                          STATION RECOVERY (1943)
 OC2093
 OC2093'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 OC2093'THE STATION MARK, A BLACK BOTTLE, WAS RECOVERED.  THE BOTTLE WAS
 OC2093'FILLED WITH SOIL AND SHATTERED BY FROST ACTION.  THE NECK OF THE
 OC2093'BOTTLE WAS MISSING AND COULD NOT BE FOUND.  THE LARGE ROCKS THAT
 OC2093'WERE THE BASE OF THE ROCK PILE, MENTIONED IN THE ORIGINAL
 OC2093'DESCRIPTION, ARE STILL IN PLACE BUT COVERED WITH SOIL.  THE
 OC2093'BOTTLE WAS FOUND UNDER THE WESTERNMOST OF THESE ROCKS.  THE
 OC2093'CONDITION OF THE BOTTLE, WHICH WAS ONLY BURIED TO A DEPTH OF 8
 OC2093'INCHES, AND THE RELATION OF THE BOTTLE TO THE ROCK, INDICATES
 OC2093'THAT THE TOPSOIL HAS CREPT DOWNHILL AN UNKNOWN AMOUNT AND
 OC2093'THAT THE POSITION IS PROBABLY LOST.  THE STATION IS IN A
 OC2093'DENSELY WOODED SECTION AND WOULD BE DIFFICULT TO USE.
 OC2093
 OC2093                          STATION RECOVERY (1953)
 OC2093
 OC2093'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EHK)
 OC2093'THE STATION WAS NOT RECOVERED AFTER A THOROUGH SEARCH OF THE AREA
 OC2093'IN WHICH IT APPEARS TO HAVE BEEN LOCATED.  THE PILE OF ROCKS IS
 OC2093'PROBABLY TOO DEEPLY COVERED BY SOIL TO BE AGAIN LOCATED IN THIS
 OC2093'DENSELY WOODED AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1580 ***********************************************************************
 OC1580  DESIGNATION -  MAXWELLS BARN CUPOLA MAX
 OC1580  PID         -  OC1580
 OC1580  STATE/COUNTY-  ME/CUMBERLAND
 OC1580  USGS QUAD   -  CAPE ELIZABETH (1975)
 OC1580
 OC1580                         *CURRENT SURVEY CONTROL
 OC1580  ___________________________________________________________________
 OC1580* NAD 83(1996)-  43 33 47.51611(N)    070 12 46.84048(W)     ADJUSTED  
 OC1580* NAVD 88     -                                                        
 OC1580  ___________________________________________________________________
 OC1580  LAPLACE CORR-           2.30  (seconds)                    DEFLEC99
 OC1580  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 OC1580
 OC1580  HORZ ORDER  -  THIRD
 OC1580
 OC1580.The horizontal coordinates were established by classical geodetic methods
 OC1580.and adjusted by the National Geodetic Survey in March 1998..
 OC1580
 OC1580
 OC1580.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1580
 OC1580.The geoid height was determined by GEOID03.
 OC1580
 OC1580;                    North         East     Units Scale Factor Converg.
 OC1580;SPC ME W     -    81,083.927   896,255.841   MT  0.99996684   -0 01 55.0
 OC1580;UTM  19      - 4,824,074.870   402,036.887   MT  0.99971804   -0 50 09.7
 OC1580
 OC1580                          SUPERSEDED SURVEY CONTROL
 OC1580
 OC1580  NAD 83(1992)-  43 33 47.51441(N)    070 12 46.84167(W) AD(       ) 4
 OC1580  NAD 83(1986)-  43 33 47.52042(N)    070 12 46.84726(W) AD(       ) 4
 OC1580  NAD 27      -  43 33 47.21000(N)    070 12 48.69000(W) AD(       ) 3
 OC1580
 OC1580.Superseded values are not recommended for survey control.
 OC1580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1580.See file dsdata.txt to determine how the superseded data were derived.
 OC1580
 OC1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0203724075(NAD 83)
 OC1580
 OC1580  HISTORY     - Date     Condition        Report By
 OC1580  HISTORY     - 1923     MONUMENTED       CGS
 OC1580  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OC1580
 OC1580                          STATION DESCRIPTION
 OC1580
 OC1580'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (OWS)
 OC1580'THIS STATION IS THE CUPOLA ON A LARGE BARN KNOWN AS MAXWELLS
 OC1580'BARN.  IT IS ABOUT 1/2 MILE SW OF THE CAPE ELIZABETH TWIN LIGHTS.
 OC1580
 OC1580                          STATION RECOVERY (1942)
 OC1580
 OC1580'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OC1580'STATION RECOVERED AS DESCRIBED WITH THE FOLLOWING EXCEPTION--THE
 OC1580'BARN IS NOW PAINTED WHITE WITH RED ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0914 ***********************************************************************
 PD0914  DESIGNATION -  MAY 1886
 PD0914  PID         -  PD0914
 PD0914  STATE/COUNTY-  ME/WASHINGTON
 PD0914  USGS QUAD   -  WHITING (1977)
 PD0914
 PD0914                         *CURRENT SURVEY CONTROL
 PD0914  ___________________________________________________________________
 PD0914* NAD 83(1996)-  44 50 06.45935(N)    067 08 09.40992(W)     ADJUSTED  
 PD0914* NAVD 88     -        19.     (meters)      62.     (feet)  SCALED    
 PD0914  ___________________________________________________________________
 PD0914  LAPLACE CORR-           4.90  (seconds)                    DEFLEC99
 PD0914  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 PD0914
 PD0914  HORZ ORDER  -  THIRD
 PD0914
 PD0914.The horizontal coordinates were established by classical geodetic methods
 PD0914.and adjusted by the National Geodetic Survey in March 1998..
 PD0914
 PD0914.The orthometric height was scaled from a topographic map.
 PD0914
 PD0914.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0914
 PD0914.The geoid height was determined by GEOID03.
 PD0914
 PD0914;                    North         East     Units Scale Factor Converg.
 PD0914;SPC ME E     -   130,728.301   407,848.533   MT  1.00004298   +0 57 42.6
 PD0914;UTM  19      - 4,966,325.584   647,336.791   MT  0.99986694   +1 18 52.3
 PD0914
 PD0914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0914!SPC ME E     -   1.00000059  x   1.00004298  =   1.00004357
 PD0914!UTM  19      -   1.00000059  x   0.99986694  =   0.99986753
 PD0914
 PD0914                          SUPERSEDED SURVEY CONTROL
 PD0914
 PD0914  NAD 83(1992)-  44 50 06.45094(N)    067 08 09.40945(W) AD(       ) 3
 PD0914  NAD 83(1986)-  44 50 06.44842(N)    067 08 09.41174(W) AD(       ) 3
 PD0914  NAD 27      -  44 50 06.16100(N)    067 08 11.47400(W) AD(       ) 3
 PD0914
 PD0914.Superseded values are not recommended for survey control.
 PD0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0914.See file dsdata.txt to determine how the superseded data were derived.
 PD0914
 PD0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK4733766326(NAD 83)
 PD0914_MARKER: H = DRILL HOLE
 PD0914_SETTING: 66 = SET IN ROCK OUTCROP
 PD0914_SP_SET: SET IN BEDROCK
 PD0914_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0914_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0914+STABILITY: POSITION/ELEVATION WELL
 PD0914
 PD0914  HISTORY     - Date     Condition        Report By
 PD0914  HISTORY     - 1886     MONUMENTED       CGS
 PD0914  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0914  HISTORY     - 1985     GOOD             NOS
 PD0914
 PD0914                          STATION DESCRIPTION
 PD0914
 PD0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0914'STATION IS ABOUT 3.7 MILES NE OF WHITING, 3.5 MILES WNW OF
 PD0914'WEST LUBEC, ON THE W SIDE OF CROWE NECK, 2.9 MILES S OF ITS
 PD0914'N TIP, ON A HILL ON THE POINT ON THE S SIDE OF CARRYING
 PD0914'PLACE COVE, WHICH IS ABOUT A MILE N OF TIMBER COVE.  THE
 PD0914'SUMMIT OF THE HILL IS A ROCK LEDGE, WHICH DROPS OFF RATHER
 PD0914'ABRUPTLY ON THE N SIDE OF THE HILL.  THE STATION IS 0.75 METER
 PD0914'W OF THE HIGHEST POINT OF THE SUMMIT LEDGE 4.5 METERS E
 PD0914'FROM THE W END OF LEDGE, 70 METERS W OF E END OF LEDGE,
 PD0914'0.5 METER E OF A N-S CRACK ACROSS THE LEDGE.
 PD0914'
 PD0914'STATION MARK IS A 1/2-INCH DRILL HOLE, 1-1/2 INCHES DEEP,
 PD0914'COVERED BY A SMALL CAIRN.
 PD0914'
 PD0914'TO REACH THE STATION FROM WHITING, DRIVE 2.6 MILES ON ROAD
 PD0914'TO LUBEC, TURN N AT A CEMETERY 1.5 MILES TO A SIDE ROAD, THENCE
 PD0914'0.6 MILE NW ON THIS TO A POINT WHERE THE ROAD TURNS SHARPLY
 PD0914'W WITH AN OLD FIELD ROAD CONTINUING STRAIGHT AHEAD.  WALK ALONG
 PD0914'THE FIELD ROAD NNW ABOUT 0.65 MILE TO HILL AND STATION.
 PD0914
 PD0914                          STATION RECOVERY (1985)
 PD0914
 PD0914'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1985 (WVH)
 PD0914'THE STATION WAS RECOVERED AT THIS DATE.
 PD0914'IN ADDITION PART OF THE 0.65 MILE CAN BE DRIVEN, IN DRY WEATHER,
 PD0914'BY OBTAINING THE KEY FOR CABLE ACROSS ROAD, FROM FARM HOUSE DOWN
 PD0914'DRIVE TO WEST OF CABLE GATE.  THE STATION IS 80 IRREGULAR PACES
 PD0914'UPHILL AND ON A MAGNETIC BEARING OF 340 DEGREES FROM A SMALL
 PD0914'OCTAGONAL COTTAGE.
 PD0914'
 PD0914'DESCRIBED BY G.E.L.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0712 ***********************************************************************
 RF0712  DESIGNATION -  MAY MOUNTAIN FIRE TOWER
 RF0712  PID         -  RF0712
 RF0712  STATE/COUNTY-  ME/AROOSTOOK
 RF0712  USGS QUAD   -  ISLAND FALLS (1986)
 RF0712
 RF0712                         *CURRENT SURVEY CONTROL
 RF0712  ___________________________________________________________________
 RF0712* NAD 83(1996)-  46 01 34.19912(N)    068 15 03.85086(W)     ADJUSTED  
 RF0712* NAVD 88     -       312.     (meters)    1024.     (feet)  SCALED    
 RF0712  ___________________________________________________________________
 RF0712  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 RF0712  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 RF0712
 RF0712  HORZ ORDER  -  THIRD
 RF0712
 RF0712.The horizontal coordinates were established by classical geodetic methods
 RF0712.and adjusted by the National Geodetic Survey in March 1998..
 RF0712
 RF0712.The orthometric height was scaled from a topographic map.
 RF0712
 RF0712.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0712
 RF0712.The geoid height was determined by GEOID03.
 RF0712
 RF0712;                    North         East     Units Scale Factor Converg.
 RF0712;SPC ME E     -   262,212.233   319,271.942   MT  0.99990456   +0 10 44.9
 RF0712;UTM  19      - 5,097,227.405   557,964.008   MT  0.99964130   +0 32 20.4
 RF0712
 RF0712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0712!SPC ME E     -   0.99995487  x   0.99990456  =   0.99985943
 RF0712!UTM  19      -   0.99995487  x   0.99964130  =   0.99959618
 RF0712
 RF0712:                Primary Azimuth Mark                     Grid Az
 RF0712:SPC ME E     -  IRISH                                    200 56 36.5
 RF0712:UTM  19      -  IRISH                                    200 35 01.0
 RF0712
 RF0712|---------------------------------------------------------------------|
 RF0712| PID    Reference Object                     Distance      Geod. Az  |
 RF0712|                                                           dddmmss.s |
 RF0712| QG1383 IRISH                               APPROX.13.3 KM 2010721.4 |
 RF0712|---------------------------------------------------------------------|
 RF0712
 RF0712                          SUPERSEDED SURVEY CONTROL
 RF0712
 RF0712  NAD 83(1992)-  46 01 34.19575(N)    068 15 03.84796(W) AD(       ) 3
 RF0712  NAD 83(1986)-  46 01 34.19945(N)    068 15 03.86228(W) AD(       ) 3
 RF0712  NAD 27      -  46 01 34.01100(N)    068 15 05.77100(W) AD(       ) 3
 RF0712
 RF0712.Superseded values are not recommended for survey control.
 RF0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0712.See file dsdata.txt to determine how the superseded data were derived.
 RF0712
 RF0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL5796497227(NAD 83)
 RF0712
 RF0712  HISTORY     - Date     Condition        Report By
 RF0712  HISTORY     - 1941     MONUMENTED       CGS
 RF0712
 RF0712                          STATION DESCRIPTION
 RF0712
 RF0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 RF0712'THIS INTERSECTION STATION IS LOCATED ON A WELL-KNOWN MOUNTAIN
 RF0712'ABOUT 1.5 MILES NE OF ISLAND FALLS.  IT IS A STEEL TOWER SURMOUNTED
 RF0712'BY A WHITE WOODEN CAB.  IT IS ABOUT 75 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0711 ***********************************************************************
 RF0711  DESIGNATION -  MAY MTN
 RF0711  PID         -  RF0711
 RF0711  STATE/COUNTY-  ME/AROOSTOOK
 RF0711  USGS QUAD   -  ISLAND FALLS (1986)
 RF0711
 RF0711                         *CURRENT SURVEY CONTROL
 RF0711  ___________________________________________________________________
 RF0711* NAD 83(1996)-  46 01 33.91916(N)    068 15 04.22718(W)     ADJUSTED  
 RF0711* NAVD 88     -       313.6    (meters)    1029.     (feet)  VERTCON   
 RF0711  ___________________________________________________________________
 RF0711  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 RF0711  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 RF0711
 RF0711  HORZ ORDER  -  FIRST
 RF0711
 RF0711.The horizontal coordinates were established by classical geodetic methods
 RF0711.and adjusted by the National Geodetic Survey in March 1998..
 RF0711
 RF0711.The NAVD 88 height was computed by applying the VERTCON shift value to
 RF0711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RF0711
 RF0711.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0711
 RF0711.The geoid height was determined by GEOID03.
 RF0711
 RF0711;                    North         East     Units Scale Factor Converg.
 RF0711;SPC ME E     -   262,203.565   319,263.877   MT  0.99990456   +0 10 44.7
 RF0711;UTM  19      - 5,097,218.688   557,955.999   MT  0.99964129   +0 32 20.1
 RF0711
 RF0711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0711!SPC ME E     -   0.99995458  x   0.99990456  =   0.99985915
 RF0711!UTM  19      -   0.99995458  x   0.99964129  =   0.99959589
 RF0711
 RF0711|---------------------------------------------------------------------|
 RF0711| PID    Reference Object                     Distance      Geod. Az  |
 RF0711|                                                           dddmmss.s |
 RF0711| RF0710 MAY MTN PUBLIC SERV RAD MAST          5.478 METERS 00136     |
 RF0711| DA5495 MAY MTN RM 1                         11.866 METERS 02727     |
 RF0711| RF0705 SMYRNA MILLS ST HWY RAD MAST        APPROX.19.4 KM 0383418.2 |
 RF0711| RF0712 MAY MOUNTAIN FIRE TOWER              11.842 METERS 04307     |
 RF0711| RF0709 MAY MTN MAINE FOREST SERV MAST       13.402 METERS 09004     |
 RF0711| DA5496 MAY MTN RM 2                         13.546 METERS 10514     |
 RF0711| DA5494 MAY MTN AZ MK                                      2320130.6 |
 RF0711| QG1432 DEASEY MT FIRE TOWER                APPROX.34.9 KM 2543204.3 |
 RF0711| RF0714 MT CHASE FIRE TOWER                 APPROX.19.8 KM 2974014.7 |
 RF0711|---------------------------------------------------------------------|
 RF0711
 RF0711                          SUPERSEDED SURVEY CONTROL
 RF0711
 RF0711  NAD 83(1992)-  46 01 33.91579(N)    068 15 04.22428(W) AD(       ) 1
 RF0711  NAD 83(1986)-  46 01 33.92021(N)    068 15 04.23975(W) AD(       ) 1
 RF0711  NAD 27      -  46 01 33.73100(N)    068 15 06.14800(W) AD(       ) 1
 RF0711  NGVD 29 (07/19/86)  313.8    (m)         1030.     (f) VERT ANG       
 RF0711
 RF0711.Superseded values are not recommended for survey control.
 RF0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0711.See file dsdata.txt to determine how the superseded data were derived.
 RF0711
 RF0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL5795697219(NAD 83)
 RF0711_MARKER: DS = TRIANGULATION STATION DISK
 RF0711_SETTING: 80 = SET IN A BOULDER
 RF0711_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 RF0711
 RF0711  HISTORY     - Date     Condition        Report By
 RF0711  HISTORY     - 1941     MONUMENTED       CGS
 RF0711  HISTORY     - 1959     GOOD             CGS
 RF0711  HISTORY     - 1981     GOOD             MEDT
 RF0711
 RF0711                          STATION DESCRIPTION
 RF0711
 RF0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 RF0711'STATION IS LOCATED ON THE SUMMIT OF MAY MOUNTAIN, A WELL-KNOWN
 RF0711'MOUNTAIN ABOUT 1.5 MILES NE OF THE TOWN OF ISLAND FALLS.  THE
 RF0711'MOUNTAIN CAN BE PLAINLY SEEN FROM THE TOWN.  THE STATION MARK IS
 RF0711'SET IN A DRILL HOLE IN A BOULDER PROTRUDING ABOUT 18 INCHES ABOVE
 RF0711'GROUND, 38.8 FEET SW OF THE NW SUPPORT OF FIRE TOWER, 38.87 FEET
 RF0711'SW OF THE CENTER OF FIRE TOWER, AND 22.3 FEET NW OF THE NW
 RF0711'CORNER OF A SMALL HOUSE.  DISK IS STAMPED MAY MOUNTAIN 1941.
 RF0711'
 RF0711'NO UNDERGROUND MARK WAS SET.
 RF0711'
 RF0711'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN THE NW
 RF0711'CONCRETE FOOTING OF THE FIRE TOWER.  IT IS STAMPED MAY MOUNTAIN
 RF0711'1941.
 RF0711'
 RF0711'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 RF0711'HOLE IN A BOULDER.  IT IS AT THE BACK OF THE SMALL HOUSE TO THE
 RF0711'E OF THE STATION.  IT IS STAMPED MAY MOUNTAIN 1941.
 RF0711'
 RF0711'AZIMUTH MARK IS A STANDARD DISK SET IN THE NW ABUTMENT OF
 RF0711'CONCRETE BRIDGE ON ROUTE 159 ON THE WESTERN OUTSKIRTS OF ISLAND
 RF0711'FALLS.  DISK IS STAMPED MAY MOUNTAIN 1941.
 RF0711
 RF0711                          STATION RECOVERY (1959)
 RF0711
 RF0711'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (HRL)
 RF0711'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE
 RF0711'IN GOOD CONDITION.  A DIFFERENCE WAS FOUND IN THE DISTANCE TO
 RF0711'REFERENCE MARK NO. 1 AND IN THE DIRECTION TO REFERENCE MARK
 RF0711'NO. 2.  TWO SEPARATE SETS OF OBSERVATIONS WERE TAKEN ON REFERENCE
 RF0711'MARK NO. 2 AND THE RESULTS MEANED.  ALL OTHER DISTANCES AND
 RF0711'DIRECTIONS CHECKED WITH THE ORIGINAL DESCRIPTION WHICH IS
 RF0711'ADEQUATE EXCEPT TWO RADIO MASTS HAVE BEEN CONSTRUCTED IN THE
 RF0711'VICINITY OF STATION.
 RF0711'
 RF0711'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND STATE
 RF0711'HIGHWAY 159 IN ISLAND FALLS GO EAST ON U.S. HIGHWAY 2 FOR 1.4
 RF0711'MILES TO A DRIVEWAY ON LEFT.  TURN LEFT AND GO NORTHERLY, PASSING
 RF0711'TO THE LEFT OF HOUSE, AND CONTINUE ON WOODS ROAD FOR 0.25 MILE TO
 RF0711'AN OLD ROCK FENCE.  CROSS OVER ROCK FENCE AND GO ACROSS FIELD FOR
 RF0711'0.1 MILE TO A WIRE GATE IN THE NORTHWEST CORNER OF FIELD.  PASS
 RF0711'THROUGH GATE AND CONTINUE UP HILL FOR 0.15 MILE TO A GAP IN
 RF0711'WIRE FENCE.  PASS THROUGH GAP IN FENCE AND FOLLOW TRACK ROAD
 RF0711'NORTH, WESTERLY AND NORTHERLY FOR 0.45 MILE TO TOP OF HILL
 RF0711'AND STATION AS DESCRIBED.  A FOUR WHEEL DRIVE VEHICLE IS
 RF0711'NECESSARY IF WET.
 RF0711'
 RF0711'TO REACH AZIMUTH MARK FROM JUNCTION OF U.S. HIGHWAY 2 AND STATE
 RF0711'HIGHWAY 159 IN ISLAND FALLS GO WESTERLY ON STATE HIGHWAY 159
 RF0711'FOR 0.45 MILE TO WEST END OF BRIDGE AND MARK ON RIGHT IN CONCRETE
 RF0711'ABUTMENT AS DESCRIBED.  AZIMUTH MARK IS NOT V.G.
 RF0711'
 RF0711'1959 OBSERVATIONS TAKEN FROM A 37 FOOT TOWER.
 RF0711
 RF0711                          STATION RECOVERY (1981)
 RF0711
 RF0711'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1981 (BJR)
 RF0711'MAY MTN. RECOVERED GOOD.
 RF0711'
 RF0711'MAY MTN. NO. 1 RECOVERED GOOD.
 RF0711'
 RF0711'MAY MTN. NO. 2 RECOVERED GOOD.
 RF0711'
 RF0711'AZ - MAY MTN. RECOVERED GOOD.
 RF0711'
 RF0711'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1.5 MI. NORTHEAST
 RF0711'OF ISLAND FALLS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0709 ***********************************************************************
 RF0709  DESIGNATION -  MAY MTN MAINE FOREST SERV MAST
 RF0709  PID         -  RF0709
 RF0709  STATE/COUNTY-  ME/AROOSTOOK
 RF0709  USGS QUAD   -  ISLAND FALLS (1986)
 RF0709
 RF0709                         *CURRENT SURVEY CONTROL
 RF0709  ___________________________________________________________________
 RF0709* NAD 83(1996)-  46 01 33.91868(N)    068 15 03.60403(W)     ADJUSTED  
 RF0709* NAVD 88     -                                                        
 RF0709  ___________________________________________________________________
 RF0709  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 RF0709  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 RF0709
 RF0709  HORZ ORDER  -  THIRD
 RF0709
 RF0709.The horizontal coordinates were established by classical geodetic methods
 RF0709.and adjusted by the National Geodetic Survey in March 1998..
 RF0709
 RF0709
 RF0709.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0709
 RF0709.The geoid height was determined by GEOID03.
 RF0709
 RF0709;                    North         East     Units Scale Factor Converg.
 RF0709;SPC ME E     -   262,203.592   319,277.278   MT  0.99990457   +0 10 45.1
 RF0709;UTM  19      - 5,097,218.799   557,969.396   MT  0.99964131   +0 32 20.5
 RF0709
 RF0709                          SUPERSEDED SURVEY CONTROL
 RF0709
 RF0709  NAD 83(1992)-  46 01 33.91530(N)    068 15 03.60113(W) AD(       ) 4
 RF0709  NAD 83(1986)-  46 01 33.92093(N)    068 15 03.61647(W) AD(       ) 4
 RF0709  NAD 27      -  46 01 33.73100(N)    068 15 05.53100(W) AD(       ) 3
 RF0709
 RF0709.Superseded values are not recommended for survey control.
 RF0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0709.See file dsdata.txt to determine how the superseded data were derived.
 RF0709
 RF0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL5796997219(NAD 83)
 RF0709
 RF0709  HISTORY     - Date     Condition        Report By
 RF0709  HISTORY     - 1959     MONUMENTED       CGS
 RF0709
 RF0709                          STATION DESCRIPTION
 RF0709
 RF0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (HRL)
 RF0709'STATION IS LOCATED ABOUT 1-1/2 MILES NORTHEAST OF ISLAND FALLS ON
 RF0709'THE SUMMIT OF MAY MOUNTAIN.  STATION IS 44 FEET EAST OF
 RF0709'TRIANGULATION STATION MAY MOUNTAIN 1941 AND 34 FEET SOUTH OF THE
 RF0709'MAY MOUNTAIN FIRE TOWER.  STATION IS OF STEEL CONSTRUCTION, ABOUT
 RF0709'80 FEET HIGH AND PAINTED ALTERNATELY RED AND WHITE.  THE POINT
 RF0709'INTERSECTED WAS THE TOP OF MAST.
 RF0709'
 RF0709'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND STATE
 RF0709'HIGHWAY 159 IN ISLAND FALLS GO EAST ON U.S. HIGHWAY 2 FOR 1.4 MILES
 RF0709'TO A DRIVEWAY ON LEFT.  TURN LEFT AND GO NORTHERLY, PASSING TO
 RF0709'THE LEFT OF HOUSE, AND CONTINUE ON WOODS ROAD FOR 0.25 MILE TO AN
 RF0709'OLD ROCK FENCE.  CROSS OVER ROCK FENCE AND GO ACROSS FIELD FOR
 RF0709'0.1 MILE TO A WIRE GATE IN THE NORTHWEST CORNER OF FIELD.  PASS
 RF0709'THROUGH GATE AND CONTINUE UP HILL FOR 0.15 MILE TO A GAP IN
 RF0709'WIRE FENCE.  PASS THROUGH GAP IN FENCE AND FOLLOW TRACK ROAD
 RF0709'NORTH, WESTERLY AND NORTHERLY FOR 0.45 MILE TO TOP OF HILL
 RF0709'AND STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0710 ***********************************************************************
 RF0710  DESIGNATION -  MAY MTN PUBLIC SERV RAD MAST
 RF0710  PID         -  RF0710
 RF0710  STATE/COUNTY-  ME/AROOSTOOK
 RF0710  USGS QUAD   -  ISLAND FALLS (1986)
 RF0710
 RF0710                         *CURRENT SURVEY CONTROL
 RF0710  ___________________________________________________________________
 RF0710* NAD 83(1996)-  46 01 34.09651(N)    068 15 04.22005(W)     ADJUSTED  
 RF0710* NAVD 88     -                                                        
 RF0710  ___________________________________________________________________
 RF0710  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 RF0710  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 RF0710
 RF0710  HORZ ORDER  -  THIRD
 RF0710
 RF0710.The horizontal coordinates were established by classical geodetic methods
 RF0710.and adjusted by the National Geodetic Survey in March 1998..
 RF0710
 RF0710
 RF0710.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0710
 RF0710.The geoid height was determined by GEOID03.
 RF0710
 RF0710;                    North         East     Units Scale Factor Converg.
 RF0710;SPC ME E     -   262,209.040   319,264.013   MT  0.99990456   +0 10 44.7
 RF0710;UTM  19      - 5,097,224.163   557,956.101   MT  0.99964129   +0 32 20.1
 RF0710
 RF0710                          SUPERSEDED SURVEY CONTROL
 RF0710
 RF0710  NAD 83(1992)-  46 01 34.09314(N)    068 15 04.21704(W) AD(       ) 4
 RF0710  NAD 83(1986)-  46 01 34.09761(N)    068 15 04.23238(W) AD(       ) 4
 RF0710  NAD 27      -  46 01 33.90400(N)    068 15 06.14800(W) AD(       ) 3
 RF0710
 RF0710.Superseded values are not recommended for survey control.
 RF0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0710.See file dsdata.txt to determine how the superseded data were derived.
 RF0710
 RF0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL5795697224(NAD 83)
 RF0710
 RF0710  HISTORY     - Date     Condition        Report By
 RF0710  HISTORY     - 1959     MONUMENTED       CGS
 RF0710
 RF0710                          STATION DESCRIPTION
 RF0710
 RF0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (HRL)
 RF0710'STATION IS LOCATED ABOUT 1-1/2 MILES NORTHEAST OF ISLAND FALLS
 RF0710'ON THE SUMMIT OF MAY MOUNTAIN.  STATION IS 28 FEET SOUTHWEST OF
 RF0710'THE MAY MOUNTAIN FIRE TOWER AND 18 FEET NORTH OF TRIANGULATION
 RF0710'STATION MAY MOUNTAIN 1941.  STATION IS CONSTRUCTED OF STEEL, ABOUT
 RF0710'80 FEET HIGH AND PAINTED ALTERNATELY RED AND WHITE.  THE POINT
 RF0710'INTERSECTED WAS THE TOP OF MAST.
 RF0710'
 RF0710'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND STATE
 RF0710'HIGHWAY 159 IN ISLAND FALLS GO EAST ON U.S. HIGHWAY 2 FOR 1.4 MILES
 RF0710'TO A DRIVEWAY ON LEFT.  TURN LEFT AND GO NORTHERLY, PASSING TO
 RF0710'THE LEFT OF HOUSE, AND CONTINUE ON WOODS ROAD FOR 0.25 MILE TO AN
 RF0710'OLD ROCK FENCE.  CROSS OVER ROCK FENCE AND GO ACROSS FIELD FOR
 RF0710'0.1 MILE TO A WIRE GATE IN THE NORTHWEST CORNER OF FIELD.  PASS
 RF0710'THROUGH GATE AND CONTINUE UP HILL FOR 0.15 MILE TO A GAP IN
 RF0710'IN WIRE FENCE.  PASS THROUGH GAP IN FENCE AND CONTINUE NORTH,
 RF0710'WESTERLY AND NORTHERLY ON TRACK ROAD FOR 0.45 MILE TO THE TOP
 RF0710'OF HILL AND STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2229 ***********************************************************************
 PE2229  DESIGNATION -  MAYHEWS STEAM SAWMILL CHIMNEY
 PE2229  PID         -  PE2229
 PE2229  STATE/COUNTY-  ME/PENOBSCOT
 PE2229  USGS QUAD   -  BANGOR (1991)
 PE2229
 PE2229                         *CURRENT SURVEY CONTROL
 PE2229  ___________________________________________________________________
 PE2229* NAD 83(1996)-  44 45 34.31821(N)    068 48 03.00089(W)     ADJUSTED  
 PE2229* NAVD 88     -                                                        
 PE2229  ___________________________________________________________________
 PE2229  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 PE2229  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 PE2229
 PE2229  HORZ ORDER  -  THIRD
 PE2229
 PE2229.The horizontal coordinates were established by classical geodetic methods
 PE2229.and adjusted by the National Geodetic Survey in March 1998..
 PE2229
 PE2229
 PE2229.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2229
 PE2229.The geoid height was determined by GEOID03.
 PE2229
 PE2229;                    North         East     Units Scale Factor Converg.
 PE2229;SPC ME E     -   121,467.242   276,183.599   MT  0.99990697   -0 12 42.6
 PE2229;UTM  19      - 4,956,257.402   515,762.881   MT  0.99960306   +0 08 24.9
 PE2229
 PE2229                          SUPERSEDED SURVEY CONTROL
 PE2229
 PE2229  NAD 83(1992)-  44 45 34.31544(N)    068 48 02.99604(W) AD(       ) 4
 PE2229  NAD 83(1986)-  44 45 34.31404(N)    068 48 02.99709(W) AD(       ) 4
 PE2229  NAD 27      -  44 45 34.07000(N)    068 48 04.87000(W) AD(       ) 3
 PE2229
 PE2229.Superseded values are not recommended for survey control.
 PE2229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2229.See file dsdata.txt to determine how the superseded data were derived.
 PE2229
 PE2229_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1576356257(NAD 83)
 PE2229
 PE2229  HISTORY     - Date     Condition        Report By
 PE2229  HISTORY     - UNK      MONUMENTED
 PE2229  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2229  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE2229
 PE2229                          STATION DESCRIPTION
 PE2229
 PE2229'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2229'THE STATION IS LOST.
 PE2229
 PE2229                          STATION RECOVERY (1944)
 PE2229
 PE2229'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE2229'STATION IS LOST AS THERE IS NO EVIDENCE OF ANY SAWMILL CHIMNEY IN
 PE2229'PLOTTED POSITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1600 ***********************************************************************
 QF1600  DESIGNATION -  MC ALLISTER
 QF1600  PID         -  QF1600
 QF1600  STATE/COUNTY-  ME/WASHINGTON
 QF1600  USGS QUAD   -  FOREST (1988)
 QF1600
 QF1600                         *CURRENT SURVEY CONTROL
 QF1600  ___________________________________________________________________
 QF1600* NAD 83(1996)-  45 37 17.37121(N)    067 38 53.22974(W)     ADJUSTED  
 QF1600* NAVD 88     -       116.     (meters)     381.     (feet)  SCALED    
 QF1600  ___________________________________________________________________
 QF1600  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 QF1600  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 QF1600
 QF1600  HORZ ORDER  -  SECOND
 QF1600
 QF1600.The horizontal coordinates were established by classical geodetic methods
 QF1600.and adjusted by the National Geodetic Survey in March 1998..
 QF1600
 QF1600.The orthometric height was scaled from a topographic map.
 QF1600
 QF1600.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1600
 QF1600.The geoid height was determined by GEOID03.
 QF1600
 QF1600;                    North         East     Units Scale Factor Converg.
 QF1600;SPC ME E     -   217,560.888   366,431.304   MT  0.99995424   +0 36 32.0
 QF1600;UTM  19      - 5,052,882.792   605,390.524   MT  0.99973656   +0 57 58.8
 QF1600
 QF1600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1600!SPC ME E     -   0.99998557  x   0.99995424  =   0.99993981
 QF1600!UTM  19      -   0.99998557  x   0.99973656  =   0.99972214
 QF1600
 QF1600|---------------------------------------------------------------------|
 QF1600| PID    Reference Object                     Distance      Geod. Az  |
 QF1600|                                                           dddmmss.s |
 QF1600| QF1609 REFERENCE MON 91=MC ALLSTR RM        29.614 METERS 06643     |
 QF1600| QF1601 REFERENCE MON 90=POT HOLE           APPROX. 1.1 KM 1815647.6 |
 QF1600|---------------------------------------------------------------------|
 QF1600
 QF1600                          SUPERSEDED SURVEY CONTROL
 QF1600
 QF1600  NAD 83(1992)-  45 37 17.36761(N)    067 38 53.22733(W) AD(       ) 2
 QF1600  NAD 83(1986)-  45 37 17.37067(N)    067 38 53.23977(W) AD(       ) 2
 QF1600  NAD 27      -  45 37 17.14600(N)    067 38 55.21800(W) AD(       ) 2
 QF1600
 QF1600.Superseded values are not recommended for survey control.
 QF1600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1600.See file dsdata.txt to determine how the superseded data were derived.
 QF1600
 QF1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL0539152883(NAD 83)
 QF1600_MARKER: DD = SURVEY DISK
 QF1600_SETTING: 80 = SET IN A BOULDER
 QF1600_SP_SET: SET IN A DRILL HOLE IN A BOULDER
 QF1600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1600+STABILITY: SURFACE MOTION
 QF1600
 QF1600  HISTORY     - Date     Condition        Report By
 QF1600  HISTORY     - 1890     MONUMENTED       CGS
 QF1600  HISTORY     - 1955     GOOD             IBC
 QF1600  HISTORY     - 1972     SEE DESCRIPTION  IBC
 QF1600
 QF1600                          STATION DESCRIPTION
 QF1600
 QF1600'DESCRIBED BY COAST AND GEODETIC SURVEY 1890 (JH)
 QF1600'ABOUT ON LOW - WATER LINE ON THE SW SIDE OF THE LOWER END OF A SMALL
 QF1600'ISLAND (AT LOW WATER) IN SPEDNIK LAKE, ON THE S SIDE OF THE ENTRANCE
 QF1600'TO MCALLISTER COVE.  THE STATION IS ON A BOULDER 5 FEET SQUARE AND
 QF1600'2-1/2 FEET HIGH, WITH TWO LARGER ROCKS 40 FEET E AND THE 3 LARGEST
 QF1600'BOULDERS ON THE ISLAND 100 FEET NE.  IT IS 98.80 FEET FROM REFERENCE
 QF1600'MONUMENT 91 AND MAY BE SUBJECT TO MOVEMENT BY ICE.  OK BUT UNDER
 QF1600'WATER IN 1955.
 QF1600'
 QF1600'STATION MARK IS US AND CB STATION DISK SET IN A DRILL HOLE WITHIN A
 QF1600'TRIANGLE CUT IN THE BOULDER.
 QF1600
 QF1600                          STATION RECOVERY (1955)
 QF1600
 QF1600'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1600'STATION RECOVERED IN GOOD CONDITION.
 QF1600
 QF1600                          STATION RECOVERY (1972)
 QF1600
 QF1600'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1600'THIS MARK WAS SEARCHED FOR BUT NOT RECOVERED.  IT MAY VERY WELL STILL
 QF1600'BE THERE HOWEVER NO PART OF THE ISLAND MENTIONED IN THE DESCRIPTION
 QF1600'WAS ABOVE WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2191 ***********************************************************************
 PE2191  DESIGNATION -  MC CLOUDS 1863
 PE2191  PID         -  PE2191
 PE2191  STATE/COUNTY-  ME/HANCOCK
 PE2191  USGS QUAD   -  BUCKSPORT (1982)
 PE2191
 PE2191                         *CURRENT SURVEY CONTROL
 PE2191  ___________________________________________________________________
 PE2191* NAD 83(1996)-  44 32 59.69551(N)    068 47 13.01763(W)     ADJUSTED  
 PE2191* NAVD 88     -       102.     (meters)     335.     (feet)  SCALED    
 PE2191  ___________________________________________________________________
 PE2191  LAPLACE CORR-           2.46  (seconds)                    DEFLEC99
 PE2191  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 PE2191
 PE2191  HORZ ORDER  -  THIRD
 PE2191
 PE2191.The horizontal coordinates were established by classical geodetic methods
 PE2191.and adjusted by the National Geodetic Survey in March 1998..
 PE2191
 PE2191.The orthometric height was scaled from a topographic map.
 PE2191
 PE2191.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2191
 PE2191.The geoid height was determined by GEOID03.
 PE2191
 PE2191;                    North         East     Units Scale Factor Converg.
 PE2191;SPC ME E     -    98,171.855   277,200.802   MT  0.99990639   -0 12 04.7
 PE2191;UTM  19      - 4,932,975.759   516,922.592   MT  0.99960352   +0 08 58.1
 PE2191
 PE2191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2191!SPC ME E     -   0.99998797  x   0.99990639  =   0.99989436
 PE2191!UTM  19      -   0.99998797  x   0.99960352  =   0.99959149
 PE2191
 PE2191:                Primary Azimuth Mark                     Grid Az
 PE2191:SPC ME E     -  SPARKS HOUSE CHIMNEY                     122 04 55.0
 PE2191:UTM  19      -  SPARKS HOUSE CHIMNEY                     121 43 52.2
 PE2191
 PE2191|---------------------------------------------------------------------|
 PE2191| PID    Reference Object                     Distance      Geod. Az  |
 PE2191|                                                           dddmmss.s |
 PE2191| PE2197 SPARKS HOUSE CHIMNEY                APPROX. 2.6 KM 1215250.3 |
 PE2191| PE2195 TREATS 1863                         APPROX. 8.6 KM 3181444.7 |
 PE2191| PE2162 WINTERPORT CHURCH CLOCK SPIRE       APPROX.10.7 KM 3334441.2 |
 PE2191| PE2184 BUCKSPORT CONG CHURCH W SPIRE       APPROX. 2.7 KM 3472210.0 |
 PE2191| PE2193 BUCKSPORT METH CHURCH E SPIRE       APPROX. 2.7 KM 3493813.2 |
 PE2191|---------------------------------------------------------------------|
 PE2191
 PE2191                          SUPERSEDED SURVEY CONTROL
 PE2191
 PE2191  NAD 83(1992)-  44 32 59.69339(N)    068 47 13.00336(W) AD(       ) 3
 PE2191  NAD 83(1986)-  44 32 59.69254(N)    068 47 13.00531(W) AD(       ) 3
 PE2191  NAD 27      -  44 32 59.43000(N)    068 47 14.90000(W) AD(       ) 3
 PE2191
 PE2191.Superseded values are not recommended for survey control.
 PE2191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2191.See file dsdata.txt to determine how the superseded data were derived.
 PE2191
 PE2191_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1692332976(NAD 83)
 PE2191
 PE2191  HISTORY     - Date     Condition        Report By
 PE2191  HISTORY     - 1863     MONUMENTED       CGS
 PE2191  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2191  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE2191
 PE2191                          STATION DESCRIPTION
 PE2191
 PE2191'DESCRIBED BY COAST AND GEODETIC SURVEY 1863 (SCM)
 PE2191'STATION IS ON THE SUMMIT OF A HIGH HILL IN THE NORTHERN PART OF
 PE2191'WHITMORE ISLAND, WHICH LIES IN THE PENOBSCOT RIVER IMMEDIATELY S
 PE2191'OF BUCKSPORT.  THE HILL IS LOCALLY KNOWN AS MC CLOUD MOUNTAIN AND
 PE2191'IS THE HIGHEST ON THE ISLAND.
 PE2191'
 PE2191'THE STATION IS ABOUT 1-1/2 MILES S OF BUCKSPORT AND IS MARKED BY A
 PE2191'DRILL HOLE IN A FLAT ROCK PLACED OVER THE ORIGINAL MARK, WHICH
 PE2191'WAS A STAKE DRIVEN IN THE GROUND.
 PE2191'
 PE2191'THE STATION IS MOST READILY REACHED BY DRIVING FROM BUCKSPORT
 PE2191'ALONG THE ROAD ON THE E SIDE OF THE ISLAND TO THE SAWMILL AND THEN
 PE2191'TAKING THE BRANCH ROAD WHICH LEADS TO THE SUMMIT.
 PE2191
 PE2191                          STATION RECOVERY (1934)
 PE2191
 PE2191'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2191'STATION LOST.  THE STATION WAS ORIGINALLY MARKED BY A STAKE.  THE
 PE2191'SITE WAS VISITED BUT NO INDICATION OF ANY MARKING REMAINS.
 PE2191
 PE2191                          STATION RECOVERY (1944)
 PE2191
 PE2191'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE2191'STATION COULD NOT BE FOUND AFTER A THOROUGH SEARCH AND SHOULD BE
 PE2191'CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0893 ***********************************************************************
 PD0893  DESIGNATION -  MC CURDY 1886
 PD0893  PID         -  PD0893
 PD0893  STATE/COUNTY-  ME/WASHINGTON
 PD0893  USGS QUAD   -  WEST LUBEC (1975)
 PD0893
 PD0893                         *CURRENT SURVEY CONTROL
 PD0893  ___________________________________________________________________
 PD0893* NAD 83(1996)-  44 49 38.20147(N)    067 06 35.91248(W)     ADJUSTED  
 PD0893* NAVD 88     -        50.     (meters)     164.     (feet)  SCALED    
 PD0893  ___________________________________________________________________
 PD0893  LAPLACE CORR-           4.67  (seconds)                    DEFLEC99
 PD0893  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 PD0893
 PD0893  HORZ ORDER  -  THIRD
 PD0893
 PD0893.The horizontal coordinates were established by classical geodetic methods
 PD0893.and adjusted by the National Geodetic Survey in March 1998..
 PD0893
 PD0893.The orthometric height was scaled from a topographic map.
 PD0893
 PD0893.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0893
 PD0893.The geoid height was determined by GEOID03.
 PD0893
 PD0893;                    North         East     Units Scale Factor Converg.
 PD0893;SPC ME E     -   129,890.897   409,916.889   MT  1.00004852   +0 58 48.1
 PD0893;UTM  19      - 4,965,501.070   649,409.899   MT  0.99987451   +1 19 57.6
 PD0893
 PD0893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0893!SPC ME E     -   0.99999572  x   1.00004852  =   1.00004424
 PD0893!UTM  19      -   0.99999572  x   0.99987451  =   0.99987023
 PD0893
 PD0893:                Primary Azimuth Mark                     Grid Az
 PD0893:SPC ME E     -  HAY ISLAND FLAG                          041 31 07.6
 PD0893:UTM  19      -  HAY ISLAND FLAG                          041 09 58.1
 PD0893
 PD0893|---------------------------------------------------------------------|
 PD0893| PID    Reference Object                     Distance      Geod. Az  |
 PD0893|                                                           dddmmss.s |
 PD0893| PD0908 HAY ISLAND FLAG                     APPROX. 6.0 KM 0422955.7 |
 PD0893| PD0851 CLARK 2 FLAG                        APPROX. 7.9 KM 0450916.3 |
 PD0893| PD0909 BLACK FLAG                          APPROX. 5.4 KM 0490146.9 |
 PD0893| PD0917 BELLS MOUNTAIN                      APPROX. 4.3 KM 2644630.8 |
 PD0893| PD0920 LITTLE 2 1886                       APPROX. 4.9 KM 3054058.5 |
 PD0893| PD0913 MAHAIS SPRUCE FLAG                  APPROX. 5.0 KM 3322124.4 |
 PD0893| PD0860 FALL ISLAND FLAG                    APPROX. 6.2 KM 3501451.3 |
 PD0893|---------------------------------------------------------------------|
 PD0893
 PD0893                          SUPERSEDED SURVEY CONTROL
 PD0893
 PD0893  NAD 83(1992)-  44 49 38.19308(N)    067 06 35.91220(W) AD(       ) 3
 PD0893  NAD 83(1986)-  44 49 38.19042(N)    067 06 35.91420(W) AD(       ) 3
 PD0893  NAD 27      -  44 49 37.90500(N)    067 06 37.98700(W) AD(       ) 3
 PD0893
 PD0893.Superseded values are not recommended for survey control.
 PD0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0893.See file dsdata.txt to determine how the superseded data were derived.
 PD0893
 PD0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK4941065501(NAD 83)
 PD0893
 PD0893  HISTORY     - Date     Condition        Report By
 PD0893  HISTORY     - 1886     MONUMENTED       CGS
 PD0893  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0893
 PD0893                          STATION DESCRIPTION
 PD0893
 PD0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0893'STATION IS ON THE HIGHEST POINT OF A RIDGE IN THE S END OF CROWE
 PD0893'NECK AND ON THE W SIDE OF THE HEAD OF BOYNTON OR LILY LAKE.  IT IS
 PD0893'ALSO ABOUT 1 MILE SW OF THE HEAD OF STRAIGHT BAY.  THE STATION IS
 PD0893'ON A BARE LEDGE, BUT TREES HAVE GROWN UP AROUND IT SO THAT THE
 PD0893'VIEW IS CUT OFF IN MOST DIRECTIONS.  THE LAND IS OWNED BY J.P.
 PD0893'ANDERSON.
 PD0893'
 PD0893'STATION MARK IS A COPPER BOLT SET IN A DRILL HOLE IN THE LEDGE,
 PD0893'SURROUNDED BY A TRIANGLE CUT IN THE ROCK, AND COVERED BY A CAIRN.
 PD0893'
 PD0893'TO REACH THE STATION FROM WEST LUBEC POST OFFICE, DRIVE NW ON
 PD0893'CROWE NECK ROAD ABOUT 2.0 MILES, TURN RIGHT ON A DIRT ROAD SW
 PD0893'BEARING RIGHT AT TWO SUCCESSIVE FORKS ABOUT 1/2 MILE TO ITS END IN
 PD0893'A CULTIVATED CLEARING.  WALK SW ABOUT 400 METERS TO SUMMIT OF A
 PD0893'WOODED RIDGE AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1731 ***********************************************************************
 PE1731  DESIGNATION -  MC FARLAND 1865
 PE1731  PID         -  PE1731
 PE1731  STATE/COUNTY-  ME/HANCOCK
 PE1731  USGS QUAD   -  HANCOCK (1981)
 PE1731
 PE1731                         *CURRENT SURVEY CONTROL
 PE1731  ___________________________________________________________________
 PE1731* NAD 83(1996)-  44 32 13.13083(N)    068 21 26.82526(W)     ADJUSTED  
 PE1731* NAVD 88     -        73.     (meters)     240.     (feet)  SCALED    
 PE1731  ___________________________________________________________________
 PE1731  LAPLACE CORR-           4.39  (seconds)                    DEFLEC99
 PE1731  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 PE1731
 PE1731  HORZ ORDER  -  THIRD
 PE1731
 PE1731.The horizontal coordinates were established by classical geodetic methods
 PE1731.and adjusted by the National Geodetic Survey in March 1998..
 PE1731
 PE1731.The orthometric height was scaled from a topographic map.
 PE1731
 PE1731.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1731
 PE1731.The geoid height was determined by GEOID03.
 PE1731
 PE1731;                    North         East     Units Scale Factor Converg.
 PE1731;SPC ME E     -    96,704.498   311,328.522   MT  0.99990158   +0 05 59.9
 PE1731;UTM  19      - 4,931,717.697   551,048.883   MT  0.99963205   +0 27 02.4
 PE1731
 PE1731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1731!SPC ME E     -   0.99999241  x   0.99990158  =   0.99989399
 PE1731!UTM  19      -   0.99999241  x   0.99963205  =   0.99962446
 PE1731
 PE1731:                Primary Azimuth Mark                     Grid Az
 PE1731:SPC ME E     -  SPRINGER 1865 1934                       093 27 41.7
 PE1731:UTM  19      -  SPRINGER 1865 1934                       093 06 39.2
 PE1731
 PE1731|---------------------------------------------------------------------|
 PE1731| PID    Reference Object                     Distance      Geod. Az  |
 PE1731|                                                           dddmmss.s |
 PE1731| PE0195 SPRINGER 1865 1934                  APPROX. 5.0 KM 0933341.6 |
 PE1731| PE1890 CRABTREE NECK BAPTIST CH CHIM       APPROX. 9.1 KM 1172740.3 |
 PE1731| PE1732 MERCHANTS H BARN NORTH GABLE        APPROX. 3.1 KM 1175146.3 |
 PE1731| PE1877 MOSELEYS W F HOUSE CHIMNEY          APPROX. 7.8 KM 1274537.5 |
 PE1731| PE1883 ONE STORY WHITE HOUSE CHIMNEY       APPROX. 6.2 KM 1413948.3 |
 PE1731| PE1730 MC FARLANDS HILL FLAGSTAFF          177.077 METERS 17957     |
 PE1731|---------------------------------------------------------------------|
 PE1731
 PE1731                          SUPERSEDED SURVEY CONTROL
 PE1731
 PE1731  NAD 83(1992)-  44 32 13.12329(N)    068 21 26.82591(W) AD(       ) 3
 PE1731  NAD 83(1986)-  44 32 13.12213(N)    068 21 26.82902(W) AD(       ) 3
 PE1731  NAD 27      -  44 32 12.84000(N)    068 21 28.76000(W) AD(       ) 3
 PE1731
 PE1731.Superseded values are not recommended for survey control.
 PE1731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1731.See file dsdata.txt to determine how the superseded data were derived.
 PE1731
 PE1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK5104931718(NAD 83)
 PE1731
 PE1731  HISTORY     - Date     Condition        Report By
 PE1731  HISTORY     - 1865     MONUMENTED       CGS
 PE1731  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE1731
 PE1731                          STATION DESCRIPTION
 PE1731
 PE1731'DESCRIBED BY COAST AND GEODETIC SURVEY 1865 (GAF)
 PE1731'ON THE HIGH HILL OF THAT NAME ABOUT 3 MILES ESE OF ELLSWORTH,
 PE1731'1-3/4 MILES WNW OF THE HEAD OF KILKENNY COVE OF THE SKILLINGS
 PE1731'RIVER, AND 1-1/2 MILES SE BY S OF WASHINGTON JUNCTION.
 PE1731'
 PE1731'THE STATION IS ON THE SUMMIT OF THE HILL AND 220 PACES N OF
 PE1731'A FLAGSTAFF WHICH IS IN RANGE WITH THE CHIMNEY OF N. MC FARLANDS
 PE1731'HOUSE, WHICH IS ON THE S SIDE OF THE ELLSWORTH-FRANKLIN ROAD.
 PE1731'
 PE1731'THE STATION IS MARKED BY AN IRON SPIKE IN THE TOP OF A 4-BY
 PE1731'4-INCH PINE POST SET 3 FEET IN THE GROUND.
 PE1731
 PE1731                          STATION RECOVERY (1934)
 PE1731
 PE1731'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1731'THE STATION IS LOST.  IT WAS MARKED BY WOODEN HUBS ONLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1730 ***********************************************************************
 PE1730  DESIGNATION -  MC FARLANDS HILL FLAGSTAFF
 PE1730  PID         -  PE1730
 PE1730  STATE/COUNTY-  ME/HANCOCK
 PE1730  USGS QUAD   -  HANCOCK (1981)
 PE1730
 PE1730                         *CURRENT SURVEY CONTROL
 PE1730  ___________________________________________________________________
 PE1730* NAD 83(1996)-  44 32 07.39414(N)    068 21 26.81924(W)     ADJUSTED  
 PE1730* NAVD 88     -                                                        
 PE1730  ___________________________________________________________________
 PE1730  LAPLACE CORR-           4.40  (seconds)                    DEFLEC99
 PE1730  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 PE1730
 PE1730  HORZ ORDER  -  THIRD
 PE1730
 PE1730.The horizontal coordinates were established by classical geodetic methods
 PE1730.and adjusted by the National Geodetic Survey in March 1998..
 PE1730
 PE1730
 PE1730.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1730
 PE1730.The geoid height was determined by GEOID03.
 PE1730
 PE1730;                    North         East     Units Scale Factor Converg.
 PE1730;SPC ME E     -    96,527.439   311,328.964   MT  0.99990158   +0 05 59.9
 PE1730;UTM  19      - 4,931,540.692   551,050.408   MT  0.99963205   +0 27 02.4
 PE1730
 PE1730                          SUPERSEDED SURVEY CONTROL
 PE1730
 PE1730  NAD 83(1992)-  44 32 07.38676(N)    068 21 26.81984(W) AD(       ) 4
 PE1730  NAD 83(1986)-  44 32 07.38558(N)    068 21 26.82301(W) AD(       ) 4
 PE1730  NAD 27      -  44 32 07.11000(N)    068 21 28.76000(W) AD(       ) 3
 PE1730
 PE1730.Superseded values are not recommended for survey control.
 PE1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1730.See file dsdata.txt to determine how the superseded data were derived.
 PE1730
 PE1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK5105031541(NAD 83)
 PE1730
 PE1730  HISTORY     - Date     Condition        Report By
 PE1730  HISTORY     - UNK      MONUMENTED
 PE1730  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE1730
 PE1730                          STATION DESCRIPTION
 PE1730
 PE1730'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1730'THIS STATION IS LOST AS THERE IS NO FLAGSTAFF IN THE VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1806 ***********************************************************************
 PE1806  DESIGNATION -  MC FARLANDS S N HOUSE CHIMNEY
 PE1806  PID         -  PE1806
 PE1806  STATE/COUNTY-  ME/HANCOCK
 PE1806  USGS QUAD   -  BAR HARBOR (1982)
 PE1806
 PE1806                         *CURRENT SURVEY CONTROL
 PE1806  ___________________________________________________________________
 PE1806* NAD 83(1996)-  44 28 09.58868(N)    068 13 49.10819(W)     ADJUSTED  
 PE1806* NAVD 88     -                                                        
 PE1806  ___________________________________________________________________
 PE1806  LAPLACE CORR-           4.19  (seconds)                    DEFLEC99
 PE1806  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 PE1806
 PE1806  HORZ ORDER  -  THIRD
 PE1806
 PE1806.The horizontal coordinates were established by classical geodetic methods
 PE1806.and adjusted by the National Geodetic Survey in March 1998..
 PE1806
 PE1806
 PE1806.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1806
 PE1806.The geoid height was determined by GEOID03.
 PE1806
 PE1806;                    North         East     Units Scale Factor Converg.
 PE1806;SPC ME E     -    89,213.268   321,457.597   MT  0.99990566   +0 11 20.1
 PE1806;UTM  19      - 4,924,290.534   561,220.901   MT  0.99964609   +0 32 21.1
 PE1806
 PE1806                          SUPERSEDED SURVEY CONTROL
 PE1806
 PE1806  NAD 83(1992)-  44 28 09.58340(N)    068 13 49.10952(W) AD(       ) 4
 PE1806  NAD 83(1986)-  44 28 09.58194(N)    068 13 49.11350(W) AD(       ) 4
 PE1806  NAD 27      -  44 28 09.31000(N)    068 13 51.06000(W) AD(       ) 3
 PE1806
 PE1806.Superseded values are not recommended for survey control.
 PE1806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1806.See file dsdata.txt to determine how the superseded data were derived.
 PE1806
 PE1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK6122124291(NAD 83)
 PE1806
 PE1806  HISTORY     - Date     Condition        Report By
 PE1806  HISTORY     - UNK      MONUMENTED
 PE1806  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE1806  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE1806
 PE1806                          STATION DESCRIPTION
 PE1806
 PE1806'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1806'THE STATION IS LOST.
 PE1806
 PE1806                          STATION RECOVERY (1944)
 PE1806
 PE1806'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1806'A HOUSE WHICH IS CLAIMED TO BE THE ORIGINAL S.N. MC FARLAND HOUSE
 PE1806'WAS FOUND ABOUT 150 METERS SE OF THE PLOTTED POSITION.  IT IS
 PE1806'SUPPOSED TO HAVE BEEN BUILT PRIOR TO 1865, BUT IT WAS NOT KNOWN
 PE1806'IF THE CHIMNEY HAD BEEN CHANGED.  THE INFORMATION WAS OBTAINED
 PE1806'FROM S.N. MC FARLANDS DAUGHTER.
 PE1806'
 PE1806'HOUSE IS LOCATED ON CRABTREE NECK, ABOUT 600 METERS FROM THE
 PE1806'END OF THE POINT, ON THE E SIDE OF THE ROAD DOWN THE CENTER OF
 PE1806'THE NECK, ABOUT 100 METERS N OF HANCOCK POINT POST OFFICE, AND
 PE1806'JUST N OF A DIRT ROAD.  HOUSE IS IN THE SHAPE OF AN I, WITH THE
 PE1806'CHIMNEY ON THE N PART OF THE CENTER SECTION, AND THERE IS A
 PE1806'CUPOLA ON THE N SECTION OF THE HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0385 ***********************************************************************
 OB0385  DESIGNATION -  MC FARLANDS THOMAS HOUSE CHIM
 OB0385  PID         -  OB0385
 OB0385  STATE/COUNTY-  ME/LINCOLN
 OB0385  USGS QUAD   -  NEW HARBOR (1973)
 OB0385
 OB0385                         *CURRENT SURVEY CONTROL
 OB0385  ___________________________________________________________________
 OB0385* NAD 83(1996)-  43 52 06.70292(N)    069 29 27.19594(W)     ADJUSTED  
 OB0385* NAVD 88     -                                                        
 OB0385  ___________________________________________________________________
 OB0385  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 OB0385  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 OB0385
 OB0385  HORZ ORDER  -  THIRD
 OB0385
 OB0385.The horizontal coordinates were established by classical geodetic methods
 OB0385.and adjusted by the National Geodetic Survey in March 1998..
 OB0385
 OB0385
 OB0385.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0385
 OB0385.The geoid height was determined by GEOID03.
 OB0385
 OB0385;                    North         East     Units Scale Factor Converg.
 OB0385;SPC ME W     -   115,227.924   954,319.438   MT  1.00000294   +0 28 06.0
 OB0385;SPC ME E     -    22,903.457   220,357.181   MT  0.99997799   -0 41 12.2
 OB0385;UTM  19      - 4,857,387.866   460,556.689   MT  0.99961913   -0 20 24.7
 OB0385
 OB0385                          SUPERSEDED SURVEY CONTROL
 OB0385
 OB0385  NAD 83(1992)-  43 52 06.70220(N)    069 29 27.18715(W) AD(       ) 4
 OB0385  NAD 83(1986)-  43 52 06.70736(N)    069 29 27.19328(W) AD(       ) 4
 OB0385  NAD 27      -  43 52 06.40000(N)    069 29 29.02000(W) AD(       ) 3
 OB0385
 OB0385.Superseded values are not recommended for survey control.
 OB0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0385.See file dsdata.txt to determine how the superseded data were derived.
 OB0385
 OB0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ6055757388(NAD 83)
 OB0385
 OB0385  HISTORY     - Date     Condition        Report By
 OB0385  HISTORY     - UNK      MONUMENTED
 OB0385  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0385  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OB0385
 OB0385                          STATION DESCRIPTION
 OB0385
 OB0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0385'STATION IS LOST.
 OB0385
 OB0385                          STATION RECOVERY (1943)
 OB0385
 OB0385'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 OB0385'COMPLETE NEW DESCRIPTION--
 OB0385'
 OB0385'ACCORDING TO THOMAS MC FARLANDS SONS WIFE, WHO NOW LIVES IN
 OB0385'THE HOUSE, IT WAS BUILT BY THOMAS MC FARLAND, DATE UNKNOWN.  THE
 OB0385'HOUSE IS A ONE-STORY WHITE STRUCTURE WITH A GREEN ROOF.  THE
 OB0385'STATION THOUGHT TO BE THE CORRECT ONE WAS THE HIGHER OF TWO ON THE
 OB0385'HOUSE, AND SITUATED ON THE W SECTION.  THE STATION IS ABOUT 1/2
 OB0385'MILE S OF THE ENTRANCE TO NEW HARBOR, AND ON THE SE SIDE OF THE
 OB0385'TOWN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0574 ***********************************************************************
 QF0574  DESIGNATION -  MC GRATH IBC
 QF0574  PID         -  QF0574
 QF0574  STATE/COUNTY-  ME/WASHINGTON
 QF0574  USGS QUAD   -  VANCEBORO (1988)
 QF0574
 QF0574                         *CURRENT SURVEY CONTROL
 QF0574  ___________________________________________________________________
 QF0574* NAD 83(1996)-  45 34 43.73591(N)    067 25 36.88823(W)     ADJUSTED  
 QF0574* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 QF0574  ___________________________________________________________________
 QF0574  LAPLACE CORR-           3.02  (seconds)                    DEFLEC99
 QF0574  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 QF0574
 QF0574  HORZ ORDER  -  THIRD
 QF0574
 QF0574.The horizontal coordinates were established by classical geodetic methods
 QF0574.and adjusted by the National Geodetic Survey in March 1998..
 QF0574
 QF0574.The orthometric height was scaled from a topographic map.
 QF0574
 QF0574.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0574
 QF0574.The geoid height was determined by GEOID03.
 QF0574
 QF0574;                    North         East     Units Scale Factor Converg.
 QF0574;SPC ME E     -   213,025.298   383,744.809   MT  0.99998620   +0 45 59.2
 QF0574;UTM  19      - 5,048,456.190   622,728.348   MT  0.99978518   +1 07 25.2
 QF0574
 QF0574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0574!SPC ME E     -   0.99998539  x   0.99998620  =   0.99997159
 QF0574!UTM  19      -   0.99998539  x   0.99978518  =   0.99977058
 QF0574
 QF0574|---------------------------------------------------------------------|
 QF0574| PID    Reference Object                     Distance      Geod. Az  |
 QF0574|                                                           dddmmss.s |
 QF0574| QF0561 LACEY IBC                           129.498 METERS 06728     |
 QF0574| QF0553 VARNEY IBC                          271.505 METERS 10911     |
 QF0574| QF0558 NEW PIER IBC                        324.594 METERS 14939     |
 QF0574| QF0575 REFERENCE MON 121=MC GRATH RM        37.829 METERS 18415     |
 QF0574|---------------------------------------------------------------------|
 QF0574
 QF0574                          SUPERSEDED SURVEY CONTROL
 QF0574
 QF0574  NAD 83(1992)-  45 34 43.73184(N)    067 25 36.88529(W) AD(       ) 3
 QF0574  NAD 83(1986)-  45 34 43.73628(N)    067 25 36.89539(W) AD(       ) 3
 QF0574  NAD 27      -  45 34 43.49788(N)    067 25 38.89256(W) AD(       ) 3
 QF0574
 QF0574.Superseded values are not recommended for survey control.
 QF0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0574.See file dsdata.txt to determine how the superseded data were derived.
 QF0574
 QF0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2272848456(NAD 83)
 QF0574_MARKER: DD = SURVEY DISK
 QF0574_SETTING: 80 = SET IN A BOULDER
 QF0574_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0574+STABILITY: SURFACE MOTION
 QF0574
 QF0574  HISTORY     - Date     Condition        Report By
 QF0574  HISTORY     - 1911     MONUMENTED       IBC
 QF0574  HISTORY     - 1955     GOOD             IBC
 QF0574  HISTORY     - 1972     GOOD             IBC
 QF0574
 QF0574                          STATION DESCRIPTION
 QF0574
 QF0574'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JEM)
 QF0574'ON THE W SHORE OF SPEDNIK LAKE, ABOUT 1 MILE N OF VANCEBORO, ON A
 QF0574'SANDY SHORE AT THE OUTSIDE OF A LITTLE POINT AT THE NARROWEST PART OF
 QF0574'THE LAKE ALONG---THE HORSEBACK---.  THE STATION IS OUTSIDE THE GRASS
 QF0574'LINE BELOW HIGH - WATER MARK, ON AN IRREGULARLY - SHAPED GRAY
 QF0574'BOULDER WHOSE GREATEST DIMENSION IS 2.4 METERS AND GREATEST HEIGHT
 QF0574'1.6 METERS.  A LARGE PIER TO WHICH IS ATTACHED A LINE OF BOOM LOGS
 QF0574'STANDS ABOUT 30 METERS OUT IN THE LAKE FROM THE STATION.
 QF0574'
 QF0574'STATION MARK IS A BRONZE DISK MARKED---C. AND G.S.---SET IN A DRILL
 QF0574'HOLE IN THE ROCK.
 QF0574
 QF0574                          STATION RECOVERY (1955)
 QF0574
 QF0574'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF0574'STATION RECOVERED IN GOOD CONDITION.
 QF0574
 QF0574                          STATION RECOVERY (1972)
 QF0574
 QF0574'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF0574'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1754 ***********************************************************************
 OC1754  DESIGNATION -  MC KINLEY USE 1911
 OC1754  PID         -  OC1754
 OC1754  STATE/COUNTY-  ME/CUMBERLAND
 OC1754  USGS QUAD   -  PORTLAND EAST (1975)
 OC1754
 OC1754                         *CURRENT SURVEY CONTROL
 OC1754  ___________________________________________________________________
 OC1754* NAD 83(1996)-  43 41 11.41827(N)    070 11 35.95557(W)     ADJUSTED  
 OC1754* NAVD 88     -        21.     (meters)      69.     (feet)  SCALED    
 OC1754  ___________________________________________________________________
 OC1754  LAPLACE CORR-           3.62  (seconds)                    DEFLEC99
 OC1754  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 OC1754
 OC1754  HORZ ORDER  -  THIRD
 OC1754
 OC1754.The horizontal coordinates were established by classical geodetic methods
 OC1754.and adjusted by the National Geodetic Survey in March 1998..
 OC1754
 OC1754.The orthometric height was scaled from a topographic map.
 OC1754
 OC1754.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1754
 OC1754.The geoid height was determined by GEOID03.
 OC1754
 OC1754;                    North         East     Units Scale Factor Converg.
 OC1754;SPC ME W     -    94,782.692   897,851.005   MT  0.99996672   -0 01 06.3
 OC1754;UTM  19      - 4,837,746.442   403,823.902   MT  0.99971377   -0 49 27.5
 OC1754
 OC1754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1754!SPC ME W     -   1.00000083  x   0.99996672  =   0.99996755
 OC1754!UTM  19      -   1.00000083  x   0.99971377  =   0.99971460
 OC1754
 OC1754:                Primary Azimuth Mark                     Grid Az
 OC1754:SPC ME W     -  MOODY 1852                               315 21 58.1
 OC1754:UTM  19      -  MOODY 1852                               316 10 19.3
 OC1754
 OC1754|---------------------------------------------------------------------|
 OC1754| PID    Reference Object                     Distance      Geod. Az  |
 OC1754|                                                           dddmmss.s |
 OC1754| OC1737 MOODY 1852                          APPROX. 3.7 KM 3152051.8 |
 OC1754|---------------------------------------------------------------------|
 OC1754
 OC1754                          SUPERSEDED SURVEY CONTROL
 OC1754
 OC1754  NAD 83(1992)-  43 41 11.41655(N)    070 11 35.95626(W) AD(       ) 3
 OC1754  NAD 83(1986)-  43 41 11.42262(N)    070 11 35.96171(W) AD(       ) 3
 OC1754  NAD 27      -  43 41 11.12900(N)    070 11 37.79700(W) AD(       ) 3
 OC1754
 OC1754.Superseded values are not recommended for survey control.
 OC1754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1754.See file dsdata.txt to determine how the superseded data were derived.
 OC1754
 OC1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0382437746(NAD 83)
 OC1754
 OC1754  HISTORY     - Date     Condition        Report By
 OC1754  HISTORY     - 1911     MONUMENTED       USE
 OC1754  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1754
 OC1754                          STATION DESCRIPTION
 OC1754
 OC1754'DESCRIBED BY US ENGINEERS 1911
 OC1754'STATION IS ON THE TOP OF A SQUARE BRICK TOWER 12 FEET HIGH, ON
 OC1754'THE N END OF GREAT DIAMOND ISLAND, CASCO BAY.  THE TOWER WAS
 OC1754'ERECTED AS THE FIRE-CONTROL STATION OF FORT MC KINLEY AND THE
 OC1754'SMALL IRON PIPE PROJECTING ABOVE THE CENTER OF THE ROOF MARKS
 OC1754'THE STATION.
 OC1754
 OC1754                          STATION RECOVERY (1933)
 OC1754
 OC1754'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1754'THE STATION IS THE CENTER OF THE FIRE CONTROL INSTRUMENT OF
 OC1754'FORT MC KINLEY.  THE INSTRUMENT IS IN A LOW CONCRETE BUILDING
 OC1754'ABOUT 300 METERS FROM THE NORTHEASTERLY TIP OF THE ISLAND.  A
 OC1754'BATTERY OF GUNS IS FURTHER TO THE NE OF THE BUILDING.  THE
 OC1754'INSTRUMENT CENTER CAN BE REPRODUCED ON THE ROOF OF THE
 OC1754'BUILDING TO MAKE STATION AVAILABLE FOR USE.
 OC1754'
 OC1754'TO REACH STATION, LAND AT THE OLD STONE WHARF IN DIAMOND COVE
 OC1754'AND TAKE ROAD LEADING DIRECTLY UP THE HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0250 ***********************************************************************
 RG0250  DESIGNATION -  MCDONALD
 RG0250  PID         -  RG0250
 RG0250  STATE/COUNTY-  ME/SOMERSET
 RG0250  USGS QUAD   -  HINCKLEY HILL (1989)
 RG0250
 RG0250                         *CURRENT SURVEY CONTROL
 RG0250  ___________________________________________________________________
 RG0250* NAD 83(1996)-  46 09 24.05289(N)    070 00 34.96541(W)     ADJUSTED  
 RG0250* NAVD 88     -       522.64   (+/-2cm)    1714.7    (feet)  VERTCON   
 RG0250  ___________________________________________________________________
 RG0250  LAPLACE CORR-           4.38  (seconds)                    DEFLEC99
 RG0250  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 RG0250
 RG0250  HORZ ORDER  -  THIRD
 RG0250  VERT ORDER  -  THIRD ? (See Below)
 RG0250
 RG0250.The horizontal coordinates were established by classical geodetic methods
 RG0250.and adjusted by the National Geodetic Survey in March 1998..
 RG0250
 RG0250.The NAVD 88 height was computed by applying the VERTCON shift value to
 RG0250.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RG0250.The vertical order pertains to the NGVD 29 superseded value.
 RG0250
 RG0250.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0250
 RG0250.The geoid height was determined by GEOID03.
 RG0250
 RG0250;                    North         East     Units Scale Factor Converg.
 RG0250;SPC ME W     -   369,296.474   912,123.411   MT  0.99996847   +0 06 47.5
 RG0250;SPC ME E     -   277,795.909   183,395.401   MT  1.00006709   -1 05 20.3
 RG0250;UTM  19      - 5,111,951.595   422,036.749   MT  0.99967472   -0 43 41.8
 RG0250
 RG0250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0250!SPC ME W     -   0.99992212  x   0.99996847  =   0.99989059
 RG0250!SPC ME E     -   0.99992212  x   1.00006709  =   0.99998921
 RG0250!UTM  19      -   0.99992212  x   0.99967472  =   0.99959687
 RG0250
 RG0250|---------------------------------------------------------------------|
 RG0250| PID    Reference Object                     Distance      Geod. Az  |
 RG0250|                                                           dddmmss.s |
 RG0250| DA5497 MCDONALD RM 1                        22.710 METERS 07240     |
 RG0250| DA5498 MCDONALD RM 2                        24.726 METERS 17548     |
 RG0250| RG0032 A 104                                              2083042.1 |
 RG0250|---------------------------------------------------------------------|
 RG0250
 RG0250                          SUPERSEDED SURVEY CONTROL
 RG0250
 RG0250  NAD 83(1992)-  46 09 24.05425(N)    070 00 34.95323(W) AD(       ) 3
 RG0250  NAD 83(1986)-  46 09 24.05864(N)    070 00 34.97246(W) AD(       ) 3
 RG0250  NAD 27      -  46 09 23.93800(N)    070 00 36.74300(W) AD(       ) 3
 RG0250  NGVD 29 (07/19/86)  522.79   (m)         1715.2    (f) LEVELING    3  
 RG0250
 RG0250.Superseded values are not recommended for survey control.
 RG0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0250.See file dsdata.txt to determine how the superseded data were derived.
 RG0250
 RG0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM2203711952(NAD 83)
 RG0250_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RG0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RG0250
 RG0250  HISTORY     - Date     Condition        Report By
 RG0250  HISTORY     - 1955     MONUMENTED       CGS
 RG0250
 RG0250                          STATION DESCRIPTION
 RG0250
 RG0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 RG0250'STATION IS LOCATED, AIRLINE, ABOUT 17-1/2 MILES NORTH AND 3
 RG0250'MILES WEST OF THE PITTSTON FARM, 1 MILE NORTH OF MC DONALD
 RG0250'BROOK, 3 MILES NORTHWEST OF THE SOUTHEAST CORNER OF T 6 N, R 18 W
 RG0250'AND ON THE WEST RIGHT-OF-WAY OF A PRIVATE ROAD OWNED BY THE
 RG0250'GREAT NORTHERN PAPER COMPANY.  THERE IS A CHAIN AT THE ENTRANCE
 RG0250'OF THIS ROAD THAT IS KEPT LOCKED BUT A GATE KEEPER IS ON DUTY
 RG0250'24 HOURS A DAY SO ARRANGEMENTS CAN BE MADE TO TRAVEL THIS ROAD.
 RG0250'
 RG0250'STATION IS REACHED AS FOLLOWS--FROM THE ENTRANCE TO PITTSTON
 RG0250'FARM GO WESTERLY ON THE MAIN ROAD FOR 0.3 MILE TO A FOREST
 RG0250'RANGER HEADQUARTERS, CONTINUE FOR 0.3 MILE TO A FORK.  TAKE THE
 RG0250'RIGHT FORK AND GO 1.6 MILES TO A T ROAD ON THE RIGHT WITH A
 RG0250'CHAIN ACROSS IT AND THE GATE KEEPERS HOUSE ON THE LEFT.  TURN
 RG0250'RIGHT AND GO 12.4 MILES TO A LARGE BRIDGE.  CONTINUE FOR 3.4
 RG0250'MILES TO A T ROAD ON THE RIGHT.  CONTINUE STRAIGHT AHEAD FOR 3.2
 RG0250'MILES TO A T ROAD ON THE LEFT AND SOME OLD BUILDINGS ON THE
 RG0250'RIGHT.  CONTINUE NORTHERLY FOR 1.6 MILES TO THE USC AND
 RG0250'GS BENCH MARK USED FOR THE AZIMUTH MARK ON THE RIGHT.
 RG0250'CONTINUE NORTHERLY FOR 0.3 MILE TO THE STATION ON THE LEFT
 RG0250'IN A SMALL CLEARING.
 RG0250'
 RG0250'STATION MARK, STAMPED MC DONALD 1955, IS A STANDARD DISK SET
 RG0250'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 3
 RG0250'INCHES.  IT IS 24.0 FEET WEST OF THE CENTERLINE OF THE ROAD AND
 RG0250'7.7 FEET NORTH NORTHWEST OF A WITNESS POST.
 RG0250'
 RG0250'REFERENCE MARK NUMBER 1, STAMPED MC DONALD NO 1 1955, IS A
 RG0250'STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER 15 INCHES
 RG0250'IN DIAMETER, PROJECTING 8 INCHES AND 2 FEET LOWER THAN THE
 RG0250'STATION.  IT IS 27.6 FEET EAST OF THE CENTERLINE OF THE ROAD.
 RG0250'
 RG0250'REFERENCE MARK NUMBER 2, STAMPED MC DONALD NO 2 1955, IS A
 RG0250'STANDARD DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST,
 RG0250'PROJECTING 3 INCHES AND 2 FEET LOWER THAN THE STATION.  IT IS
 RG0250'20.8 FEET EAST OF THE CENTERLINE OF THE ROAD.
 RG0250'
 RG0250'USC AND GS BM A104, USED FOR AN AZIMUTH MARK, IS STAMPED A104
 RG0250'1953.  IT IS A STANDARD BENCH MARK DISK CEMENTED IN A DRILL HOLE
 RG0250'IN OUTCROPPING BEDROCK FLUSH WITH THE GROUND.  IT IS 12.0
 RG0250'FEET EAST OF THE CENTERLINE OF THE ROAD, 50.0 FEET SOUTH OF
 RG0250'AN 18 INCH BIRCH TREE WITH A TRIANGULAR BLAZE AND A PAINTED
 RG0250'ARROW ON IT AND 20.0 FEET SOUTHWEST OF AN 18 INCH BIRCH TREE
 RG0250'WITH A TRIANGULAR BLAZE ON IT.
 RG0250'
 RG0250'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1734 ***********************************************************************
 PE1734  DESIGNATION -  MCFARLAND MSHC 1970
 PE1734  PID         -  PE1734
 PE1734  STATE/COUNTY-  ME/HANCOCK
 PE1734  USGS QUAD   -  HANCOCK (1981)
 PE1734
 PE1734                         *CURRENT SURVEY CONTROL
 PE1734  ___________________________________________________________________
 PE1734* NAD 83(1996)-  44 31 56.76096(N)    068 21 29.57435(W)     ADJUSTED  
 PE1734* NAVD 88     -        67.     (meters)     220.     (feet)  SCALED    
 PE1734  ___________________________________________________________________
 PE1734  LAPLACE CORR-           4.46  (seconds)                    DEFLEC99
 PE1734  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 PE1734
 PE1734  HORZ ORDER  -  THIRD
 PE1734
 PE1734.The horizontal coordinates were established by classical geodetic methods
 PE1734.and adjusted by the National Geodetic Survey in March 1998..
 PE1734
 PE1734.The orthometric height was scaled from a topographic map.
 PE1734
 PE1734.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1734
 PE1734.The geoid height was determined by GEOID03.
 PE1734
 PE1734;                    North         East     Units Scale Factor Converg.
 PE1734;SPC ME E     -    96,199.147   311,268.711   MT  0.99990156   +0 05 58.0
 PE1734;UTM  19      - 4,931,212.126   550,992.182   MT  0.99963198   +0 27 00.4
 PE1734
 PE1734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1734!SPC ME E     -   0.99999335  x   0.99990156  =   0.99989491
 PE1734!UTM  19      -   0.99999335  x   0.99963198  =   0.99962533
 PE1734
 PE1734:                Primary Azimuth Mark                     Grid Az
 PE1734:SPC ME E     -  MARTINS RIDGE ATT RELAY TWR              050 21 48.6
 PE1734:UTM  19      -  MARTINS RIDGE ATT RELAY TWR              050 00 46.2
 PE1734
 PE1734|---------------------------------------------------------------------|
 PE1734| PID    Reference Object                     Distance      Geod. Az  |
 PE1734|                                                           dddmmss.s |
 PE1734| PE1721 MARTINS RIDGE ATT RELAY TWR         APPROX.19.2 KM 0502746.6 |
 PE1734| PE1736 FRANKLIN ROAD TANNERY TANK          APPROX. 3.1 KM 0704818.8 |
 PE1734| PE1705 SULLIVANS HOUSE CHIMNEY 1           APPROX.15.5 KM 0985529.8 |
 PE1734|---------------------------------------------------------------------|
 PE1734
 PE1734                          SUPERSEDED SURVEY CONTROL
 PE1734
 PE1734  NAD 83(1992)-  44 31 56.75474(N)    068 21 29.57286(W) AD(       ) 3
 PE1734  NAD 83(1986)-  44 31 56.75338(N)    068 21 29.57571(W) AD(       ) 3
 PE1734  NAD 27      -  44 31 56.47745(N)    068 21 31.50291(W) AD(       ) 3
 PE1734
 PE1734.Superseded values are not recommended for survey control.
 PE1734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1734.See file dsdata.txt to determine how the superseded data were derived.
 PE1734
 PE1734_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK5099231212(NAD 83)
 PE1734_MARKER: DD = SURVEY DISK
 PE1734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1734_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PE1734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1734+STABILITY: SURFACE MOTION
 PE1734
 PE1734  HISTORY     - Date     Condition        Report By
 PE1734  HISTORY     - 1970     MONUMENTED       MEDT
 PE1734
 PE1734                          STATION DESCRIPTION
 PE1734
 PE1734'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1970 (LFS)
 PE1734'THIS STATION IS A GEODEMETER TRAVERSE STATION ESTABLISHED BY
 PE1734'THE MAINE STATE HIGHWAY SURVEY DEPT.
 PE1734'
 PE1734'STATION IS LOCATED ABOUT 3 MILES EAST OF ELLSWORTH, ALONG THE
 PE1734'NORTH SIDE OF U.S. HIGHWAY 1, WHERE IT FIRST TOPS MC FARLAND HILL
 PE1734'FROM THE EAST SIDE.  ON A LOW BANK, ABOUT 100 YARDS SOUTH OF
 PE1734'A CEMETERY, AT SOUTH END OF A CLEARING, DIAGONALLY ACROSS
 PE1734'HIGHWAY FROM A LARGE, WHITE HOUSE.
 PE1734'
 PE1734'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 AND
 PE1734'STATE HIGHWAY 3 AT THE SOUTHEAST EDGE OF ELLSWORTH, GO EAST
 PE1734'ON U.S. HIGHWAY 1 FOR 2.8 MILES TO STATION ON LEFT AT
 PE1734'CLEARING, JUST BEFORE HIGHWAY BEGINS DOWNGRADE TO LEFT.
 PE1734'
 PE1734'STATION MARK IS A MAINE STATE HIGHWAY COMMISSION BRONZE DISK,
 PE1734'STAMPED MC FARLAND, SET IN THE TOP OF A SQUARE CONCRETE POST
 PE1734'FLUSH WITH GROUND, AT EDGE OF CUTBANK, 1 FOOT NORTH OF A METAL
 PE1734'WITNESS POST.
 PE1734'
 PE1734'NOTE--COORDINATES FOR THIS STATION MAY BE OBTAINED FROM THE
 PE1734'MAINE STATE HIGHWAY COMMISSION IN AUGUSTA, OR FROM MR. C.F. MERRIAM
 PE1734'OF PROSPECT HARBOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1282 ***********************************************************************
 QF1282  DESIGNATION -  MCGLINCHEY
 QF1282  PID         -  QF1282
 QF1282  STATE/COUNTY-  ME/WASHINGTON
 QF1282  USGS QUAD   -  LOON BAY (1988)
 QF1282
 QF1282                         *CURRENT SURVEY CONTROL
 QF1282  ___________________________________________________________________
 QF1282* NAD 83(1996)-  45 28 02.80898(N)    067 29 44.59460(W)     ADJUSTED  
 QF1282* NAVD 88     -        75.     (meters)     246.     (feet)  SCALED    
 QF1282  ___________________________________________________________________
 QF1282  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 QF1282  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 QF1282
 QF1282  HORZ ORDER  -  THIRD
 QF1282
 QF1282.The horizontal coordinates were established by classical geodetic methods
 QF1282.and adjusted by the National Geodetic Survey in March 1998..
 QF1282
 QF1282.The orthometric height was scaled from a topographic map.
 QF1282
 QF1282.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1282
 QF1282.The geoid height was determined by GEOID03.
 QF1282
 QF1282;                    North         East     Units Scale Factor Converg.
 QF1282;SPC ME E     -   200,579.306   378,529.830   MT  0.99997580   +0 42 57.4
 QF1282;UTM  19      - 5,035,980.497   617,592.032   MT  0.99977001   +1 04 20.8
 QF1282
 QF1282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1282!SPC ME E     -   0.99999198  x   0.99997580  =   0.99996778
 QF1282!UTM  19      -   0.99999198  x   0.99977001  =   0.99976199
 QF1282
 QF1282|---------------------------------------------------------------------|
 QF1282| PID    Reference Object                     Distance      Geod. Az  |
 QF1282|                                                           dddmmss.s |
 QF1282| CE8949 MCGLINCHEY RM 2                       7.989 METERS 03839     |
 QF1282| QF1490 TS B85 IBC                          233.990 METERS 08731     |
 QF1282| CE8948 MCGLINCHEY RM 1                       3.591 METERS 10950     |
 QF1282| QF1553 VANCE MOUNTAIN 1888                 APPROX.10.9 KM 3514127.6 |
 QF1282|---------------------------------------------------------------------|
 QF1282
 QF1282                          SUPERSEDED SURVEY CONTROL
 QF1282
 QF1282  NAD 83(1992)-  45 28 02.80499(N)    067 29 44.59097(W) AD(       ) 3
 QF1282  NAD 83(1986)-  45 28 02.80834(N)    067 29 44.59964(W) AD(       ) 3
 QF1282  NAD 27      -  45 28 02.54800(N)    067 29 46.58100(W) AD(       ) 3
 QF1282
 QF1282.Superseded values are not recommended for survey control.
 QF1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1282.See file dsdata.txt to determine how the superseded data were derived.
 QF1282
 QF1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL1759235980(NAD 83)
 QF1282
 QF1282  HISTORY     - Date     Condition        Report By
 QF1282  HISTORY     - 1917     MONUMENTED       CGS
 QF1282
 QF1282                          STATION DESCRIPTION
 QF1282
 QF1282'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (NWS)
 QF1282'STATION IS ON THE HIGHEST POINT OF THE OLD MC GLINCHY FIELD, ABOUT
 QF1282'1/3 MILE W OF ROCKY RIPS OF THE ST. CROIX RIVER.  IT IS NEAR THE
 QF1282'MIDDLE OF THE N END OF THE OVAL RIDGE AND ABOUT 180 METERS W OF THE
 QF1282'OLD CELLAR WHERE THE MC GLINCHY HOUSE STOOD.
 QF1282'
 QF1282'STATION MARK IS A BRONZE DISK MARKED U.S. AND C.B. SURVEY SET
 QF1282'IN A DRILL HOLE IN A ROCK AND BURIED 0.25 METER UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF1052 ***********************************************************************
 SF1052  DESIGNATION -  MCKINNON
 SF1052  PID         -  SF1052
 SF1052  STATE/COUNTY-  ME/AROOSTOOK
 SF1052  USGS QUAD   -  BIG RAPIDS (1986)
 SF1052
 SF1052                         *CURRENT SURVEY CONTROL
 SF1052  ___________________________________________________________________
 SF1052* NAD 83(1996)-  47 00 02.39861(N)    069 10 05.08981(W)     ADJUSTED  
 SF1052* NAVD 88     -       523.7    (meters)    1718.     (feet)  VERTCON   
 SF1052  ___________________________________________________________________
 SF1052  LAPLACE CORR-           6.02  (seconds)                    DEFLEC99
 SF1052  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 SF1052
 SF1052  HORZ ORDER  -  SECOND
 SF1052
 SF1052.The horizontal coordinates were established by classical geodetic methods
 SF1052.and adjusted by the National Geodetic Survey in March 1998..
 SF1052
 SF1052.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF1052.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF1052
 SF1052.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF1052
 SF1052.The geoid height was determined by GEOID03.
 SF1052
 SF1052;                    North         East     Units Scale Factor Converg.
 SF1052;SPC ME E     -   370,714.622   249,194.262   MT  0.99993171   -0 29 19.0
 SF1052;UTM  19      - 5,205,251.859   487,221.743   MT  0.99960201   -0 07 22.5
 SF1052
 SF1052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF1052!SPC ME E     -   0.99992191  x   0.99993171  =   0.99985363
 SF1052!UTM  19      -   0.99992191  x   0.99960201  =   0.99952396
 SF1052
 SF1052:                Primary Azimuth Mark                     Grid Az
 SF1052:SPC ME E     -  DICKEY                                   028 19 16.6
 SF1052:UTM  19      -  DICKEY                                   027 57 20.1
 SF1052
 SF1052|---------------------------------------------------------------------|
 SF1052| PID    Reference Object                     Distance      Geod. Az  |
 SF1052|                                                           dddmmss.s |
 SF1052| SF1051 DICKEY                              APPROX.15.5 KM 0274957.6 |
 SF1052| DA5499 MCKINNON RM 1                        10.782 METERS 09849     |
 SF1052| DA5501 MCKINNON RM 3                        19.629 METERS 10946     |
 SF1052| DA5502 MCKINNON RM 4                        18.665 METERS 18756     |
 SF1052| DA5500 MCKINNON RM 2                        14.060 METERS 19218     |
 SF1052|---------------------------------------------------------------------|
 SF1052
 SF1052                          SUPERSEDED SURVEY CONTROL
 SF1052
 SF1052  NAD 83(1992)-  47 00 02.38900(N)    069 10 05.08127(W) AD(       ) 2
 SF1052  NAD 83(1986)-  47 00 02.39801(N)    069 10 05.08177(W) AD(       ) 2
 SF1052  NAD 27      -  47 00 02.27190(N)    069 10 06.93600(W) AD(       ) 2
 SF1052  NGVD 29 (07/19/86)  523.8    (m)         1719.     (f) VERT ANG       
 SF1052
 SF1052.Superseded values are not recommended for survey control.
 SF1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF1052.See file dsdata.txt to determine how the superseded data were derived.
 SF1052
 SF1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN8722205252(NAD 83)
 SF1052_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SF1052_SETTING: 80 = SET IN A BOULDER
 SF1052_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 SF1052
 SF1052  HISTORY     - Date     Condition        Report By
 SF1052  HISTORY     - 1955     MONUMENTED       CGS
 SF1052  HISTORY     - 1960     SEE DESCRIPTION  CGS
 SF1052  HISTORY     - 1962     SEE DESCRIPTION  CGS
 SF1052  HISTORY     - 1966     SEE DESCRIPTION  AEROS
 SF1052
 SF1052                          STATION DESCRIPTION
 SF1052
 SF1052'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 SF1052'THE STATION IS LOCATED AIRLINE, ABOUT 14 MILES SOUTHWEST OF
 SF1052'ST. FRANCIS, ABOUT 7 MILES SOUTH-SOUTHWEST OF DICKEY AND ABOUT
 SF1052'1 MILE EAST OF THE HEAD OF MC KINNON BROOK ON THE HIGHEST POINT
 SF1052'A NORTH-SOUTH TIMBERED RIDGE.
 SF1052'
 SF1052'THE STATION IS A STANDARD DISK STAMPED MC KINNON 1955 SET IN
 SF1052'A DRILL HOLE IN A LARGE BOULDER WHICH IS ABOUT FLUSH WITH THE
 SF1052'GROUND.  IT IS 12 FEET NORTHEAST OF A LARGE MAPLE TREE WITH A
 SF1052'TRIANGULAR BLAZE.
 SF1052'
 SF1052'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED MC KINNON
 SF1052'NO 1 1955 SET IN A DRILL HOLE IN A LARGE BOULDER WHICH IS ABOUT
 SF1052'FLUSH WITH THE GROUND AND IS ABOUT THE SAME ELEVATION AS THE
 SF1052'STATION.
 SF1052'
 SF1052'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED MC KINNON NO
 SF1052'2 1955 SET IN A DRILL HOLE IN A LARGE BOULDER WHICH IS ABOUT FLUSH
 SF1052'WITH THE GROUND AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 SF1052'
 SF1052'TO REACH THE STATION FROM THE POST OFFICE IN ST. FRANCIS, GO
 SF1052'WESTERLY ON STATE HIGHWAY 161 FOR 11.5 MILES TO A LARGE BRIDGE
 SF1052'OVER THE ALLAGASH RIVER.  CONTINUE WEST ON THE HIGHWAY FOR 0.65
 SF1052'MILE.  TURN LEFT OFF THE HIGHWAY AND FOLLOW A GRAVELED ROAD
 SF1052'SOUTHERLY FOR 2.8 MILES.  TAKE THE LEFT FORK AND GO SOUTHERLY
 SF1052'FOR 0.5 MILE.  TAKE THE LEFT FORK AND GO SOUTH AND WEST FOR 5.1
 SF1052'MILES.  TAKE THE RIGHT FORK AND GO WEST AND SOUTH FOR 2.5 MILES
 SF1052'TO A DIAGONAL CROSS-ROAD AND THE END OF TRUCK TRAVEL.  THE
 SF1052'STATION CAN BE SEEN TO THE EAST OF THIS POINT.  THE STATION
 SF1052'WAS PACKED FROM THIS POINT DUE TO THE VERY MUDDY TRACK ROAD.
 SF1052'PACK EASTERLY AND SOUTHERLY ON THE TRACK ROAD, KEEPING ALL
 SF1052'RIGHT HAND MAIN TRAVELED ROADS FOR ABOUT 0.5 MILE TO A
 SF1052'POINT WHERE THE ROAD TURNS LEFT, NORTHERLY AND A TRIANGULAR
 SF1052'BLAZED BIRCH TREE ON THE RIGHT, SOUTHEAST SIDE.  FOLLOW THE
 SF1052'BLAZED TREES SOUTH-SOUTHEASTERLY TO THE HIGHEST POINT OF THE
 SF1052'RIDGE, A LARGE MAPLE TREE WITH A TRIANGULAR BLAZE AND
 SF1052'THE STATION.  THIS IS ABOUT A 30 MINUTE PACK.
 SF1052'
 SF1052'HEIGHT OF LIGHT ABOVE STATION MARK 1.58 METERS.
 SF1052
 SF1052                          STATION RECOVERY (1960)
 SF1052
 SF1052'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HRL)
 SF1052'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 SF1052'CONDITION.  THE REFERENCE MARKS HAD BEEN DESTROYED SO TWO NEW
 SF1052'REFERENCE MARKS WERE ESTABLISHED.
 SF1052'
 SF1052'REFERENCE MARK NO. 3 IS 13 FEET SOUTH OF THE APPROXIMATE CENTER
 SF1052'OF WOODS ROAD.  THE MARK IS A STANDARD DISK BRAZED TO THE TOP OF
 SF1052'A 3 INCH PIPE WHICH PROJECTS ABOUT 1 FOOT AND THE DISK IS STAMPED
 SF1052'MC KINNON NO 3 1955.
 SF1052'
 SF1052'REFERENCE MARK NO. 4 IS 10 FEET SOUTH SOUTHWEST OF A TRIANGLE
 SF1052'BLAZED PINE TREE AND 10 FEET NORTH NORTHWEST OF A TRIANGLE BLAZED
 SF1052'OAK TREE.  THE MARK IS A STANDARD DISK BRAZED TO THE TOP OF A 3
 SF1052'INCH PIPE WHICH PROJECTS ABOUT 1 FOOT AND THE DISK IS STAMPED
 SF1052'MC KINNON NO 4 1955.
 SF1052'
 SF1052'TO REACH STATION FROM THE POST OFFICE IN ST. FRANCIS GO WESTERLY
 SF1052'ON STATE HIGHWAY 161 FOR 11.5 MILES TO A BRIDGE OVER THE ALLAGASH
 SF1052'RIVER.  CONTINUE ON HIGHWAY FOR 0.6 MILE TO A FORK.  TAKE LEFT
 SF1052'FORK AND FOLLOW MAIN GRAVEL ROAD FOR 8.1 MILES TO FORK.  TAKE
 SF1052'RIGHT FORK FOR 2.5 MILES TO AN ANGLING CROSSROADS AND END OF
 SF1052'TRUCK TRAVEL FOR ALL BUT A FOUR WHEEL DRIVE VEHICLE.  BEAR LEFT
 SF1052'ON WOODS ROAD AND GO 0.2 MILE TO A SIDE ROAD LEFT.  TURN
 SF1052'LEFT ON OLD WOODS ROAD AND GO 0.2 MILE TO A SIDE ROAD RIGHT.
 SF1052'TURN RIGHT AND GO 0.45 MILE TO A SIDE ROAD LEFT.  TURN LEFT
 SF1052'AND GO 0.4 MILE TO THE TOP OF RIDGE.  TURN LEFT AND FOLLOW
 SF1052'CLEARED ROAD FOR 0.1 MILE TO STATION.
 SF1052'
 SF1052'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 SF1052
 SF1052                          STATION RECOVERY (1962)
 SF1052
 SF1052'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JDB)
 SF1052'THE STATION WAS RECOVERED AND ALL THE MARKS WERE FOUND IN GOOD
 SF1052'CONDITION.
 SF1052'
 SF1052'TO REACH THE STATION FROM THE POST OFFICE IN ST. FRANCIS GO
 SF1052'WESTERLY ON STATE HIGHWAY 161 FOR 11.5 MILES TO A LARGE BRIDGE OVER
 SF1052'THE ALLAGASH RIVER.  CONTINUE WESTERLY FOR 0.6 MILE TO A FORK,
 SF1052'TAKE LEFT FORK AND FOLLOW MAIN GRAVEL ROAD FOR 8.1 MILES TO A
 SF1052'FORK, TAKE RIGHT FORK FOR 2.5 MILES TO A DIM ANGLING CROSS
 SF1052'ROADS.  FROM HERE ONLY FOUR WHEEL DRIVE VEHICLES CAN BE USED.
 SF1052'BEAR LEFT AT CROSSROADS ON DIM WOODS ROAD FOR 0.2 MILE TO A ROAD
 SF1052'LEFT, TURN LEFT AND GO FOR 0.4 MILE TO A DIM ROAD LEFT, TURN
 SF1052'LEFT AND FOLLOW UP AND ALONG RIDGE FOR 0.7 MILE TO A
 SF1052'CROSSROADS, TURN SHARP LEFT TO TOP OF RIDGE FOR 0.2 MILE AND A
 SF1052'TRIANGULAR BLAZE ON A TREE.  TURN LEFT ON TRACK ROAD FOR 0.2
 SF1052'MILE ALONG TOP OF RIDGE.  STATION IS ABOUT 50 FEET
 SF1052'AHEAD IN A SMALL CLEARING.
 SF1052
 SF1052                          STATION RECOVERY (1966)
 SF1052
 SF1052'RECOVERY NOTE BY AERO SERVICE CORPORATION 1966
 SF1052'STATION MC KINNON RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0543 ***********************************************************************
 SF0543  DESIGNATION -  MCLEAN
 SF0543  PID         -  SF0543
 SF0543  STATE/COUNTY-  ME/AROOSTOOK
 SF0543  USGS QUAD   -  MC LEAN MOUNTAIN (1985)
 SF0543
 SF0543                         *CURRENT SURVEY CONTROL
 SF0543  ___________________________________________________________________
 SF0543* NAD 83(1996)-  47 07 03.49885(N)    068 51 06.75617(W)     ADJUSTED  
 SF0543* NAVD 88     -       597.6    (meters)    1961.     (feet)  VERTCON   
 SF0543  ___________________________________________________________________
 SF0543  LAPLACE CORR-           7.79  (seconds)                    DEFLEC99
 SF0543  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 SF0543
 SF0543  HORZ ORDER  -  SECOND
 SF0543
 SF0543.The horizontal coordinates were established by classical geodetic methods
 SF0543.and adjusted by the National Geodetic Survey in March 1998..
 SF0543
 SF0543.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0543
 SF0543.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0543
 SF0543.The geoid height was determined by GEOID03.
 SF0543
 SF0543;                    North         East     Units Scale Factor Converg.
 SF0543;SPC ME E     -   383,560.808   273,299.145   MT  0.99990876   -0 15 28.2
 SF0543;UTM  19      - 5,218,247.635   511,236.416   MT  0.99960155   +0 06 30.7
 SF0543
 SF0543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0543!SPC ME E     -   0.99991023  x   0.99990876  =   0.99981900
 SF0543!UTM  19      -   0.99991023  x   0.99960155  =   0.99951181
 SF0543
 SF0543|---------------------------------------------------------------------|
 SF0543| PID    Reference Object                     Distance      Geod. Az  |
 SF0543|                                                           dddmmss.s |
 SF0543| DA5503 MCLEAN RM 1                           5.024 METERS 08357     |
 SF0543| RF0744 MCNAIR=DEBOULLIE LOT                APPROX.16.6 KM 1853118.4 |
 SF0543| DA5504 MCLEAN RM 2                           5.722 METERS 24531     |
 SF0543|---------------------------------------------------------------------|
 SF0543
 SF0543                          SUPERSEDED SURVEY CONTROL
 SF0543
 SF0543  NAD 83(1992)-  47 07 03.49110(N)    068 51 06.75044(W) AD(       ) 2
 SF0543  NAD 83(1986)-  47 07 03.49901(N)    068 51 06.74730(W) AD(       ) 2
 SF0543  NAD 27      -  47 07 03.36115(N)    068 51 08.56969(W) AD(       ) 2
 SF0543  NGVD 29 (07/19/86)  597.7    (m)         1961.     (f) VERT ANG       
 SF0543
 SF0543.Superseded values are not recommended for survey control.
 SF0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0543.See file dsdata.txt to determine how the superseded data were derived.
 SF0543
 SF0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN1123618248(NAD 83)
 SF0543_MARKER: Z = SEE DESCRIPTION
 SF0543_SETTING: 0 = UNSPECIFIED SETTING
 SF0543
 SF0543  HISTORY     - Date     Condition        Report By
 SF0543  HISTORY     - 1960     MONUMENTED       CGS
 SF0543
 SF0543                          STATION DESCRIPTION
 SF0543
 SF0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HRL)
 SF0543'STATION IS LOCATED ON THE HIGHEST POINT OF MC LEAN MOUNTAIN WHICH
 SF0543'HAS LIGHT TIMBER AT THE POINT OF THE STATION SITE, ABOUT 3-1/4 MILES
 SF0543'SOUTH OF ST. FRANCIS, 9 MILES EAST-NORTHEAST OF THE CONFLUENCE
 SF0543'OF ALLAGASH-ST. JOHN RIVERS AND IS IN ST. FRANCIS TOWNSHIP.
 SF0543'
 SF0543'STATION IS REACHED FROM THE POST OFFICE IN ST. FRANCIS.  GO WEST
 SF0543'AND SOUTH ON STATE HIGHWAY 161 FOR 4.45 MILES TO THE MAIL BOX OF
 SF0543'MARY COULETTE ON THE RIGHT HAND SIDE OF THE HIGHWAY AND A TRACK
 SF0543'ROAD ON THE LEFT WHICH LEADS SOUTHERLY, BETWEEN TWO HOUSES.  TURN
 SF0543'LEFT AND FOLLOW THE TRACK ROAD, SOUTHERLY, PASSING BETWEEN THE
 SF0543'TWO HOUSES, FOR 1.05 MILES TO AN OPEN FIELD AND FORK.  BEAR
 SF0543'RIGHT AND CONTINUE ON A TRACK ROAD, ACROSS NORTHWEST EDGE OF THE
 SF0543'FIELD FOR 0.1 MILE TO A WOODS ROAD THAT ENTERS THE WOODS.  TURN
 SF0543'RIGHT AND FOLLOW THE WOODS ROAD THAT IS VERY ROUGH,
 SF0543'WESTERLY FOR 2.0 MILES TO A FORK AND BLAZED TREE.  KEEP RIGHT AND
 SF0543'CONTINUE ON ROUGH WOODS ROAD FOR 2.0 MILES TO MC LEAN LAKE AND
 SF0543'OLD CABIN ON THE RIGHT.  THIS IS END OF TRUCK TRAVEL.  PACK SOUTH
 SF0543'ON OLD WOODS ROAD AND TRAIL, ALONG THE EAST SIDE OF THE LAKE
 SF0543'FOR ABOUT 20 MINUTES TO THE SOUTH END OF THE LAKE AND A
 SF0543'TRIANGULAR BLAZED TREE ON THE LEFT.  TURN LEFT AND PACK
 SF0543'SOUTHEAST, UPHILL, ON A BLAZED TRAIL FOR ABOUT 50 MINUTES TO
 SF0543'SUMMIT OF MOUNTAIN AND STATION.
 SF0543'
 SF0543'STATION MARK IS A STANDARD DISK, STAMPED MC LEAN 1960, BRAZED TO
 SF0543'THE TOP OF A 2-INCH CAST IRON PIPE THAT PROJECTS ABOUT 16
 SF0543'INCHES.  THE SUB-SURFACE MARK IS A STANDARD DISK, CEMENTED IN A
 SF0543'DRILL HOLE, IN BEDROCK ABOUT 10 INCHES BELOW THE GROUND
 SF0543'SURFACE.  DISK IS STAMPED MC LEAN 1960.
 SF0543'
 SF0543'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED MC LEAN NO 1
 SF0543'1960, BRAZED TO THE TOP OF A 2-INCH CAST IRON PIPE THAT PROJECTS
 SF0543'ABOUT 16 INCHES AND IS ABOUT 2 FEET LOWER THAN THE STATION MARK.
 SF0543'
 SF0543'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED MC LEAN NO 2
 SF0543'1960, BRAZED TO THE TOP OF A 2-INCH CAST IRON PIPE THAT PROJECTS
 SF0543'ABOUT 12 INCHES AND IS ABOUT 4 FEET LOWER THAN THE STATION MARK.
 SF0543'
 SF0543'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0392 ***********************************************************************
 QH0392  DESIGNATION -  MCLEOD IBC
 QH0392  PID         -  QH0392
 QH0392  STATE/COUNTY-  ME/OXFORD
 QH0392  USGS QUAD   -  TWIN PEAKS (1990)
 QH0392
 QH0392                         *CURRENT SURVEY CONTROL
 QH0392  ___________________________________________________________________
 QH0392* NAD 83(1996)-  45 17 35.96405(N)    070 53 21.84231(W)     ADJUSTED  
 QH0392* NAVD 88     -       830.     (meters)    2723.     (feet)  SCALED    
 QH0392  ___________________________________________________________________
 QH0392  LAPLACE CORR-           6.38  (seconds)                    DEFLEC99
 QH0392  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 QH0392
 QH0392  HORZ ORDER  -  THIRD
 QH0392
 QH0392.The horizontal coordinates were established by classical geodetic methods
 QH0392.and adjusted by the National Geodetic Survey in March 1998..
 QH0392
 QH0392.The orthometric height was scaled from a topographic map.
 QH0392
 QH0392.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0392
 QH0392.The geoid height was determined by GEOID03.
 QH0392
 QH0392;                    North         East     Units Scale Factor Converg.
 QH0392;SPC ME W     -   273,583.083   843,308.121   MT  1.00000617   -0 30 49.2
 QH0392;UTM  19      - 5,017,272.162   351,848.322   MT  0.99986987   -1 20 35.1
 QH0392
 QH0392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0392!SPC ME W     -   0.99987393  x   1.00000617  =   0.99988010
 QH0392!UTM  19      -   0.99987393  x   0.99986987  =   0.99974382
 QH0392
 QH0392:                Primary Azimuth Mark                     Grid Az
 QH0392:SPC ME W     -  SMITH IBC                                241 48 02.2
 QH0392:UTM  19      -  SMITH IBC                                242 37 48.1
 QH0392
 QH0392|---------------------------------------------------------------------|
 QH0392| PID    Reference Object                     Distance      Geod. Az  |
 QH0392|                                                           dddmmss.s |
 QH0392| QH0408 SMITH IBC                           APPROX. 2.9 KM 2411713.0 |
 QH0392|---------------------------------------------------------------------|
 QH0392
 QH0392                          SUPERSEDED SURVEY CONTROL
 QH0392
 QH0392  NAD 83(1992)-  45 17 35.96308(N)    070 53 21.83931(W) AD(       ) 3
 QH0392  NAD 83(1992)-  45 17 35.97018(N)    070 53 21.83603(W) AD(       ) 3
 QH0392  NAD 83(1986)-  45 17 35.96765(N)    070 53 21.84042(W) AD(       ) 3
 QH0392  NAD 27      -  45 17 35.80100(N)    070 53 23.56300(W) AD(       ) 3
 QH0392
 QH0392.Superseded values are not recommended for survey control.
 QH0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0392.See file dsdata.txt to determine how the superseded data were derived.
 QH0392
 QH0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL5184817272(NAD 83)
 QH0392_MARKER: DD = SURVEY DISK
 QH0392_SETTING: 66 = SET IN ROCK OUTCROP
 QH0392_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 QH0392_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QH0392+STABILITY: POSITION/ELEVATION WELL
 QH0392
 QH0392  HISTORY     - Date     Condition        Report By
 QH0392  HISTORY     - 1916     MONUMENTED       IBC
 QH0392  HISTORY     - 20060824 MARK NOT FOUND   GEOCAC
 QH0392
 QH0392                          STATION DESCRIPTION
 QH0392
 QH0392'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1916 (JH)
 QH0392'IN WOBURN TOWNSHIP, ON A SMALL PEAK ON THE END OF A SPUR RUNNING
 QH0392'SOUTHWEST - BY - WEST FROM THE SUMMIT OF GOSFORD MOUNTAIN, DISTANT
 QH0392'1-1/4 MILES, AND THREE - FOURTHS MILE EAST OF ARNOLD RIVER.  THE
 QH0392'STATION IS ON THE HIGHEST POINT OF THE EAST PEAK.
 QH0392'
 QH0392'STATION MARK--A BRONZE DISK CEMENTED IN A DRILL HOLE IN A ROCK.
 QH0392
 QH0392                          STATION RECOVERY (2006)
 QH0392
 QH0392'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 QH0392'THE MARK WAS NOT RECOVERED, NOT FOUND.
 QH0392' 
 QH0392'THE PEAK HAS EXTREMELY DENSE SPRUCE AND FIR VEGETATION AT ITS SUMMIT.
 QH0392'DETAILED SEARCHING OF THE AREA WAS VERY DIFFICULT.  AIDED BY A HAND
 QH0392'HELD GPS AND VISUAL OBSERVATION, THE HIGHEST POINT WAS DETERMINED.
 QH0392'THERE WERE NO EXPOSED ROCKS IN EVIDENCE AND PROBING OF LIKELY STOPS
 QH0392'WAS UNSUCCESSFUL.  THE AREA WAS SEARCH BY ONE MAN FOR ABOUT 30
 QH0392'MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0759 ***********************************************************************
 RF0759  DESIGNATION -  MCNAIR BEETLE USGS
 RF0759  PID         -  RF0759
 RF0759  STATE/COUNTY-  ME/PISCATAQUIS
 RF0759  USGS QUAD   -  BEETLE MOUNTAIN (1989)
 RF0759
 RF0759                         *CURRENT SURVEY CONTROL
 RF0759  ___________________________________________________________________
 RF0759* NAD 83(1996)-  46 17 18.06117(N)    069 01 36.63941(W)     ADJUSTED  
 RF0759* NAVD 88     -       516.     (meters)    1693.     (feet)  SCALED    
 RF0759  ___________________________________________________________________
 RF0759  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 RF0759  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 RF0759
 RF0759  HORZ ORDER  -  SECOND
 RF0759
 RF0759.The horizontal coordinates were established by classical geodetic methods
 RF0759.and adjusted by the National Geodetic Survey in March 1998..
 RF0759
 RF0759.The orthometric height was scaled from a topographic map.
 RF0759
 RF0759.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0759
 RF0759.The geoid height was determined by GEOID03.
 RF0759
 RF0759;                    North         East     Units Scale Factor Converg.
 RF0759;SPC ME E     -   291,456.990   259,405.505   MT  0.99992025   -0 22 51.0
 RF0759;UTM  19      - 5,126,086.352   497,932.209   MT  0.99960005   -0 01 09.9
 RF0759
 RF0759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0759!SPC ME E     -   0.99992296  x   0.99992025  =   0.99984321
 RF0759!UTM  19      -   0.99992296  x   0.99960005  =   0.99952304
 RF0759
 RF0759:                Primary Azimuth Mark                     Grid Az
 RF0759:SPC ME E     -  MCNAIR NORWAY BLUFF LOT USGS             026 12 32.8
 RF0759:UTM  19      -  MCNAIR NORWAY BLUFF LOT USGS             025 50 51.7
 RF0759
 RF0759|---------------------------------------------------------------------|
 RF0759| PID    Reference Object                     Distance      Geod. Az  |
 RF0759|                                                           dddmmss.s |
 RF0759| RF0731 MCNAIR NORWAY BLUFF LOT USGS        APPROX.15.4 KM 0254941.8 |
 RF0759|---------------------------------------------------------------------|
 RF0759
 RF0759                          SUPERSEDED SURVEY CONTROL
 RF0759
 RF0759  NAD 83(1992)-  46 17 18.05858(N)    069 01 36.63114(W) AD(       ) 2
 RF0759  NAD 83(1986)-  46 17 18.06320(N)    069 01 36.64154(W) AD(       ) 2
 RF0759  NAD 27      -  46 17 17.91300(N)    069 01 38.46600(W) AD(       ) 2
 RF0759
 RF0759.Superseded values are not recommended for survey control.
 RF0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0759.See file dsdata.txt to determine how the superseded data were derived.
 RF0759
 RF0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM9793226086(NAD 83)
 RF0759_MARKER: Z = SEE DESCRIPTION
 RF0759_SETTING: 0 = UNSPECIFIED SETTING
 RF0759_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RF0759
 RF0759  HISTORY     - Date     Condition        Report By
 RF0759  HISTORY     - 1955     MONUMENTED       CGS
 RF0759
 RF0759                          STATION DESCRIPTION
 RF0759
 RF0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 RF0759'THE STATION IS LOCATED ABOUT 34 MILES AIRLINE NORTHWEST OF
 RF0759'PATTEN, 3 MILES WEST OF THE WEST END OF LITTLE MILLINOCKET
 RF0759'LAKE AND ABOUT 2-1/2 MILES SOUTHEAST OF THE SOUTHEAST EDGE OF
 RF0759'CHANDLER POND ON THE HIGHEST PART OF BEETLE MOUNTAIN.
 RF0759'
 RF0759'THE MARK IS A STANDARD U.S. GEOLOGICAL SURVEY STATION DISK
 RF0759'STAMPED MC NAIR 1929, CEMENTED IN A DRILL HOLE IN OUTCROPPING
 RF0759'BEDROCK.  IT IS 23.490 FEET, 7.160 METERS SOUTH SOUTHEAST OF
 RF0759'TRIANGULATION STATION BEETLE MTN AND ABOUT THE SAME
 RF0759'ELEVATION.  THE CENTER OF THE MARK WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0726 ***********************************************************************
 RF0726  DESIGNATION -  MCNAIR HORSE USGS
 RF0726  PID         -  RF0726
 RF0726  STATE/COUNTY-  ME/PENOBSCOT
 RF0726  USGS QUAD   -  TROUT BROOK MTN (1988)
 RF0726
 RF0726                         *CURRENT SURVEY CONTROL
 RF0726  ___________________________________________________________________
 RF0726* NAD 83(1996)-  46 08 45.50496(N)    068 49 01.80521(W)     ADJUSTED  
 RF0726* NAVD 88     -       485.1    (meters)    1592.     (feet)  VERTCON   
 RF0726  ___________________________________________________________________
 RF0726  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 RF0726  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 RF0726
 RF0726  HORZ ORDER  -  SECOND
 RF0726
 RF0726.The horizontal coordinates were established by classical geodetic methods
 RF0726.and adjusted by the National Geodetic Survey in March 1998..
 RF0726
 RF0726.The NAVD 88 height was computed by applying the VERTCON shift value to
 RF0726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RF0726
 RF0726.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0726
 RF0726.The geoid height was determined by GEOID03.
 RF0726
 RF0726;                    North         East     Units Scale Factor Converg.
 RF0726;SPC ME E     -   275,546.603   275,498.256   MT  0.99990738   -0 13 43.4
 RF0726;UTM  19      - 5,110,282.613   514,119.820   MT  0.99960245   +0 07 54.6
 RF0726
 RF0726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0726!SPC ME E     -   0.99992772  x   0.99990738  =   0.99983511
 RF0726!UTM  19      -   0.99992772  x   0.99960245  =   0.99953020
 RF0726
 RF0726:                Primary Azimuth Mark                     Grid Az
 RF0726:SPC ME E     -  BURNT LO                                 246 15 27.9
 RF0726:UTM  19      -  BURNT LO                                 245 53 49.9
 RF0726
 RF0726|---------------------------------------------------------------------|
 RF0726| PID    Reference Object                     Distance      Geod. Az  |
 RF0726|                                                           dddmmss.s |
 RF0726| RF0762 BURNT LO                            APPROX.17.1 KM 2460144.5 |
 RF0726|---------------------------------------------------------------------|
 RF0726
 RF0726                          SUPERSEDED SURVEY CONTROL
 RF0726
 RF0726  NAD 83(1992)-  46 08 45.50233(N)    068 49 01.79870(W) AD(       ) 2
 RF0726  NAD 83(1986)-  46 08 45.50625(N)    068 49 01.81013(W) AD(       ) 2
 RF0726  NAD 27      -  46 08 45.33800(N)    068 49 03.65100(W) AD(       ) 2
 RF0726  NGVD 29 (07/19/86)  485.3    (m)         1592.     (f) VERT ANG       
 RF0726
 RF0726.Superseded values are not recommended for survey control.
 RF0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0726.See file dsdata.txt to determine how the superseded data were derived.
 RF0726
 RF0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM1412010283(NAD 83)
 RF0726
 RF0726  HISTORY     - Date     Condition        Report By
 RF0726  HISTORY     - UNK      MONUMENTED
 RF0726  HISTORY     - 1955     SEE DESCRIPTION  CGS
 RF0726
 RF0726                          STATION DESCRIPTION
 RF0726
 RF0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 RF0726'THE STATION IS LOCATED ABOUT 20 MILES AIRLINE NORTHWEST OF PATTEN,
 RF0726'12 MILES AIRLINE WEST OF SHIN POND ON THE HIGHEST PART OF HORSE
 RF0726'MOUNTAIN.
 RF0726'
 RF0726'THE MARK IS A U.S. GEOLOGICAL SURVEY DISK STAMPED MC NAIR 1929
 RF0726'CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS ABOUT 6
 RF0726'INCHES.  IT IS 8.055 METERS, 26.429 FEET WEST SOUTHWEST OF
 RF0726'TRAINGULATION STATION HORSE MTN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0731 ***********************************************************************
 RF0731  DESIGNATION -  MCNAIR NORWAY BLUFF LOT USGS
 RF0731  PID         -  RF0731
 RF0731  STATE/COUNTY-  ME/PISCATAQUIS
 RF0731  USGS QUAD   -  MOOSELEUK MTN (1985)
 RF0731
 RF0731                         *CURRENT SURVEY CONTROL
 RF0731  ___________________________________________________________________
 RF0731* NAD 83(1996)-  46 24 47.26606(N)    068 56 22.20366(W)     ADJUSTED  
 RF0731* NAVD 88     -       696.     (meters)    2283.     (feet)  SCALED    
 RF0731  ___________________________________________________________________
 RF0731  LAPLACE CORR-           3.33  (seconds)                    DEFLEC99
 RF0731  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 RF0731
 RF0731  HORZ ORDER  -  THIRD
 RF0731
 RF0731.The horizontal coordinates were established by classical geodetic methods
 RF0731.and adjusted by the National Geodetic Survey in March 1998..
 RF0731
 RF0731.The orthometric height was scaled from a topographic map.
 RF0731
 RF0731.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0731
 RF0731.The geoid height was determined by GEOID03.
 RF0731
 RF0731;                    North         East     Units Scale Factor Converg.
 RF0731;SPC ME E     -   305,284.780   266,212.465   MT  0.99991403   -0 19 06.0
 RF0731;UTM  19      - 5,139,952.453   504,649.589   MT  0.99960027   +0 02 37.8
 RF0731
 RF0731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0731!SPC ME E     -   0.99989474  x   0.99991403  =   0.99980878
 RF0731!UTM  19      -   0.99989474  x   0.99960027  =   0.99949505
 RF0731
 RF0731:                Primary Azimuth Mark                     Grid Az
 RF0731:SPC ME E     -  MCNAIR BEETLE USGS                       206 12 35.4
 RF0731:UTM  19      -  MCNAIR BEETLE USGS                       205 50 51.6
 RF0731
 RF0731|---------------------------------------------------------------------|
 RF0731| PID    Reference Object                     Distance      Geod. Az  |
 RF0731|                                                           dddmmss.s |
 RF0731| RF0759 MCNAIR BEETLE USGS                  APPROX.15.4 KM 2055329.4 |
 RF0731|---------------------------------------------------------------------|
 RF0731
 RF0731                          SUPERSEDED SURVEY CONTROL
 RF0731
 RF0731  NAD 83(1992)-  46 24 47.26252(N)    068 56 22.19518(W) AD(       ) 3
 RF0731  NAD 83(1986)-  46 24 47.26684(N)    068 56 22.20390(W) AD(       ) 3
 RF0731  NAD 27      -  46 24 47.12150(N)    068 56 24.02460(W) AD(       ) 3
 RF0731
 RF0731.Superseded values are not recommended for survey control.
 RF0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0731.See file dsdata.txt to determine how the superseded data were derived.
 RF0731
 RF0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM0465039952(NAD 83)
 RF0731
 RF0731  HISTORY     - Date     Condition        Report By
 RF0731  HISTORY     - UNK      MONUMENTED
 RF0731  HISTORY     - 1955     SEE DESCRIPTION  CGS
 RF0731  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RF0731
 RF0731                          STATION DESCRIPTION
 RF0731
 RF0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 RF0731'THE STATION IS LOCATED ABOUT 27 MILES AIRLINE NORTHWEST OF SHIN
 RF0731'POND, 29 MILES AIRLINE SOUTHWEST OF ASHLAND AND ABOUT 2 MILES
 RF0731'NORTH OF THE EXTREME SOUTHEAST END OF MUNSUNGAN LAKE.
 RF0731'
 RF0731'THE TOWER IS A MAINE FOREST SERVICE LOOKOUT TOWER CONSTRUCTED
 RF0731'OF FOUR STEEL LEGS WITH AN 8 FOOT SQUARE HOUSE ON TOP THAT IS
 RF0731'PAINTED WHITE AND IS ABOUT 35 FEET HIGH.  IT IS 5.646 METERS,
 RF0731'18.522 FEET NORTHEAST OF TRIANGULATION STATION NORWAY BLUFF.
 RF0731'
 RF0731'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY DISK STAMPED
 RF0731'MC NAIR 1929 CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 RF0731'PROJECTS ABOUT 2 INCHES.  IT IS UNDER THE CENTER OF THE LOOKOUT
 RF0731'TOWER.
 RF0731
 RF0731                          STATION RECOVERY (1960)
 RF0731
 RF0731'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HRL)
 RF0731'STATION WAS RECOVERED AS DESCRIBED BY WALTER R. HELM AND PARTY
 RF0731'IN 1955.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1312 ***********************************************************************
 QG1312  DESIGNATION -  MCNAIR SOUBUNGE LO USGS
 QG1312  PID         -  QG1312
 QG1312  STATE/COUNTY-  ME/PISCATAQUIS
 QG1312  USGS QUAD   -  HARRINGTON LAKE (1988)
 QG1312
 QG1312                         *CURRENT SURVEY CONTROL
 QG1312  ___________________________________________________________________
 QG1312* NAD 83(1996)-  45 58 32.80774(N)    069 11 45.48433(W)     ADJUSTED  
 QG1312* NAVD 88     -       636.     (meters)    2087.     (feet)  SCALED    
 QG1312  ___________________________________________________________________
 QG1312  LAPLACE CORR-           5.33  (seconds)                    DEFLEC99
 QG1312  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 QG1312
 QG1312  HORZ ORDER  -  SECOND
 QG1312
 QG1312.The horizontal coordinates were established by classical geodetic methods
 QG1312.and adjusted by the National Geodetic Survey in March 1998..
 QG1312
 QG1312.The orthometric height was scaled from a topographic map.
 QG1312
 QG1312.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1312
 QG1312.The geoid height was determined by GEOID03.
 QG1312
 QG1312;                    North         East     Units Scale Factor Converg.
 QG1312;SPC ME E     -   256,817.662   246,069.951   MT  0.99993574   -0 30 01.6
 QG1312;UTM  19      - 5,091,375.149   484,819.136   MT  0.99960283   -0 08 27.3
 QG1312
 QG1312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1312!SPC ME E     -   0.99990411  x   0.99993574  =   0.99983985
 QG1312!UTM  19      -   0.99990411  x   0.99960283  =   0.99950698
 QG1312
 QG1312                          SUPERSEDED SURVEY CONTROL
 QG1312
 QG1312  NAD 83(1992)-  45 58 32.80641(N)    069 11 45.47666(W) AD(       ) 2
 QG1312  NAD 83(1986)-  45 58 32.81093(N)    069 11 45.48889(W) AD(       ) 2
 QG1312  NAD 27      -  45 58 32.65200(N)    069 11 47.30700(W) AD(       ) 2
 QG1312
 QG1312.Superseded values are not recommended for survey control.
 QG1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1312.See file dsdata.txt to determine how the superseded data were derived.
 QG1312
 QG1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL8481991375(NAD 83)
 QG1312_MARKER: Z = SEE DESCRIPTION
 QG1312_SETTING: 0 = UNSPECIFIED SETTING
 QG1312_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG1312
 QG1312  HISTORY     - Date     Condition        Report By
 QG1312  HISTORY     - 1955     MONUMENTED       CGS
 QG1312
 QG1312                          STATION DESCRIPTION
 QG1312
 QG1312'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WHR)
 QG1312'THE STATION IS LOCATED ABOUT 15 MILES AIRLINE NORTHEAST OF GRANT
 QG1312'FARM, 12 MILES AIRLINE EAST SOUTHEAST OF CHESUNCOOK VILLAGE ON
 QG1312'THE HIGHEST PART OF SOUBUNGE MOUNTAIN.
 QG1312'
 QG1312'THE TOWER IS A MAINE FOREST SERVICE LOOKOUT TOWER CONSTRUCTED OF
 QG1312'FOUR STEEL LEGS WITH AN 8 FOOT SQUARE HOUSE ON TOP THAT IS
 QG1312'PAINTED WHITE AND IS ABOUT 35 FEET HIGH.  IT IS 7.238 METERS,
 QG1312'23.749 FEET WEST NORTHWEST OF TRIANGULATION STATION SOUBUNGE.
 QG1312'
 QG1312'THE MARK IS A U.S. GEOLOGICAL SURVEY DISK STAMPED MC NAIR
 QG1312'1929, CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 4 INCHES
 QG1312'AND IS UNDER THE CENTER OF THE LOOKOUT TOWER.  THE CENTER OF
 QG1312'THE MARK WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1328 ***********************************************************************
 QG1328  DESIGNATION -  MCNAIR=BIG SPENCER LO
 QG1328  PID         -  QG1328
 QG1328  STATE/COUNTY-  ME/PISCATAQUIS
 QG1328  USGS QUAD   -  BIG SPENCER MTN (1988)
 QG1328
 QG1328                         *CURRENT SURVEY CONTROL
 QG1328  ___________________________________________________________________
 QG1328* NAD 83(1996)-  45 46 32.09318(N)    069 26 35.65759(W)     ADJUSTED  
 QG1328* NAVD 88     -       981.0    (meters)    3218.     (feet)  VERTCON   
 QG1328  ___________________________________________________________________
 QG1328  LAPLACE CORR-           3.61  (seconds)                    DEFLEC99
 QG1328  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 QG1328
 QG1328  HORZ ORDER  -  SECOND
 QG1328
 QG1328.The horizontal coordinates were established by classical geodetic methods
 QG1328.and adjusted by the National Geodetic Survey in March 1998..
 QG1328
 QG1328.The NAVD 88 height was computed by applying the VERTCON shift value to
 QG1328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QG1328
 QG1328.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1328
 QG1328.The geoid height was determined by GEOID03.
 QG1328
 QG1328;                    North         East     Units Scale Factor Converg.
 QG1328;SPC ME E     -   234,765.232   226,646.244   MT  0.99996613   -0 40 33.5
 QG1328;SPC ME W     -   327,180.948   956,263.366   MT  1.00000557   +0 31 06.4
 QG1328;UTM  19      - 5,069,209.060   465,540.558   MT  0.99961460   -0 19 03.5
 QG1328
 QG1328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1328!SPC ME E     -   0.99985006  x   0.99996613  =   0.99981619
 QG1328!SPC ME W     -   0.99985006  x   1.00000557  =   0.99985562
 QG1328!UTM  19      -   0.99985006  x   0.99961460  =   0.99946471
 QG1328
 QG1328|---------------------------------------------------------------------|
 QG1328| PID    Reference Object                     Distance      Geod. Az  |
 QG1328|                                                           dddmmss.s |
 QG1328| DA4880 BIG SPENCER LO RM 1                  14.775 METERS 04909     |
 QG1328| QG1327 GRANT                               APPROX. 8.1 KM 0900759.5 |
 QG1328| DA4881 BIG SPENCER LO RM 2                   4.112 METERS 16451     |
 QG1328|---------------------------------------------------------------------|
 QG1328
 QG1328                          SUPERSEDED SURVEY CONTROL
 QG1328
 QG1328  NAD 83(1992)-  45 46 32.09227(N)    069 26 35.65009(W) AD(       ) 2
 QG1328  NAD 83(1986)-  45 46 32.09609(N)    069 26 35.66238(W) AD(       ) 2
 QG1328  NAD 27      -  45 46 31.94800(N)    069 26 37.46400(W) AD(       ) 2
 QG1328  NGVD 29 (07/19/86)  981.1    (m)         3219.     (f) VERT ANG       
 QG1328
 QG1328.Superseded values are not recommended for survey control.
 QG1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1328.See file dsdata.txt to determine how the superseded data were derived.
 QG1328
 QG1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL6554169209(NAD 83)
 QG1328_MARKER: Z = SEE DESCRIPTION
 QG1328_SETTING: 0 = UNSPECIFIED SETTING
 QG1328
 QG1328  HISTORY     - Date     Condition        Report By
 QG1328  HISTORY     - 1955     MONUMENTED       CGS
 QG1328
 QG1328                          STATION DESCRIPTION
 QG1328
 QG1328'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 QG1328'THE STATION IS LOCATED BENEATH THE LOOKOUT TOWER ON BIG SPENCER
 QG1328'MOUNTAIN, ABOUT 7 MILES AIRLINE NORTH OF KOKADJO, 10 MILES
 QG1328'AIRLINE SOUTHEAST OF NORTH EAST CARRY, AND 5 MILES AIRLINE WEST
 QG1328'OF THE GRANT FARM.
 QG1328'
 QG1328'TO REACH THE STATION FROM THE POST OFFICE IN KOKADJO GO
 QG1328'NORTHEAST 0.25 MILE TO A FORK.  TAKE THE LEFT FORK AND GO NORTHEAST
 QG1328'7.6 MILES TO A SMALL BRIDGE.  CROSS OVER THE BRIDGE AND GO 0.1
 QG1328'MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO NORTHWEST 5.2
 QG1328'MILES TO SOME OLD BUILDINGS ON THE LEFT.  KEEP STRAIGHT AHEAD,
 QG1328'WEST, AND GO 0.7 MILE TO A SIGN LOOKOUT TRAIL ON THE LEFT.  PACK
 QG1328'SOUTHWEST ON A WIDE TRAIL ABOUT 1 HOUR TO A CABIN NEAR A SMALL
 QG1328'STREAM.  PACK SOUTHWEST ABOUT 1 HOUR ON A STEEP TRAIL TO THE
 QG1328'TOP OF THE MOUNTAIN, THE LOOKOUT TOWER, AND THE STATION.
 QG1328'
 QG1328'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY DISK STAMPED
 QG1328'MC NAIR 1929 CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 QG1328'THAT PROJECTS 4 FEET ABOVE THE GROUND.  IT IS SET BENEATH THE
 QG1328'CENTER OF THE LOOKOUT TOWER WHICH IS A STEEL STRUCTURE ABOUT 15
 QG1328'FEET HIGH TO THE FLOOR OF THE LOOKOUT BUILDING.
 QG1328'
 QG1328'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED BIG SPENCER
 QG1328'USGS NO 1 1955 CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 QG1328'THAT PROJECTS 3 FEET ABOVE THE GROUND.  IT IS 45 FEET EAST OF
 QG1328'THE EAST SIDE OF THE TOWER AND 3 FEET LOWER THAN THE STATION.
 QG1328'
 QG1328'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED BIG SPENCER
 QG1328'USGS NO 2 1955 CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 QG1328'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 10 FEET SOUTH
 QG1328'OF THE SOUTHWEST CORNER OF THE TOWER AND 2 FEET LOWER THAN
 QG1328'THE STATION.
 QG1328'
 QG1328'STATION GRANT WILL SERVE AS AZIMUTH MARK.  SEE DESCRIPTION OF
 QG1328'GRANT FOR ADDITIONAL INFORMATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0744 ***********************************************************************
 RF0744  DESIGNATION -  MCNAIR=DEBOULLIE LOT
 RF0744  PID         -  RF0744
 RF0744  STATE/COUNTY-  ME/AROOSTOOK
 RF0744  USGS QUAD   -  DEBOULLIE POND (1985)
 RF0744
 RF0744                         *CURRENT SURVEY CONTROL
 RF0744  ___________________________________________________________________
 RF0744* NAD 83(1996)-  46 58 07.21601(N)    068 52 22.49149(W)     ADJUSTED  
 RF0744* NAVD 88     -       602.0    (meters)    1975.     (feet)  VERTCON   
 RF0744  ___________________________________________________________________
 RF0744  LAPLACE CORR-           7.46  (seconds)                    DEFLEC99
 RF0744  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 RF0744
 RF0744  HORZ ORDER  -  SECOND
 RF0744
 RF0744.The horizontal coordinates were established by classical geodetic methods
 RF0744.and adjusted by the National Geodetic Survey in March 1998..
 RF0744
 RF0744.The NAVD 88 height was computed by applying the VERTCON shift value to
 RF0744.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RF0744
 RF0744.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0744
 RF0744.The geoid height was determined by GEOID03.
 RF0744
 RF0744;                    North         East     Units Scale Factor Converg.
 RF0744;SPC ME E     -   367,008.924   271,623.907   MT  0.99990989   -0 16 21.3
 RF0744;UTM  19      - 5,201,690.491   509,667.409   MT  0.99960115   +0 05 34.4
 RF0744
 RF0744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0744!SPC ME E     -   0.99990952  x   0.99990989  =   0.99981942
 RF0744!UTM  19      -   0.99990952  x   0.99960115  =   0.99951071
 RF0744
 RF0744:                Primary Azimuth Mark                     Grid Az
 RF0744:SPC ME E     -  LABBE                                    078 45 19.0
 RF0744:UTM  19      -  LABBE                                    078 23 23.3
 RF0744
 RF0744|---------------------------------------------------------------------|
 RF0744| PID    Reference Object                     Distance      Geod. Az  |
 RF0744|                                                           dddmmss.s |
 RF0744| RF0736 LABBE                               APPROX.14.8 KM 0782857.7 |
 RF0744| DA5505 MCNAIR RM 1                          10.216 METERS 27457     |
 RF0744| DA5506 MCNAIR RM 2                          15.310 METERS 33957     |
 RF0744|---------------------------------------------------------------------|
 RF0744
 RF0744                          SUPERSEDED SURVEY CONTROL
 RF0744
 RF0744  NAD 83(1992)-  46 58 07.20899(N)    068 52 22.48412(W) AD(       ) 2
 RF0744  NAD 83(1986)-  46 58 07.21605(N)    068 52 22.48394(W) AD(       ) 2
 RF0744  NAD 27      -  46 58 07.07695(N)    068 52 24.30949(W) AD(       ) 2
 RF0744  NGVD 29 (07/19/86)  602.1    (m)         1975.     (f) VERT ANG       
 RF0744
 RF0744.Superseded values are not recommended for survey control.
 RF0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0744.See file dsdata.txt to determine how the superseded data were derived.
 RF0744
 RF0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN0966701690(NAD 83)
 RF0744_MARKER: Z = SEE DESCRIPTION
 RF0744_SETTING: 0 = UNSPECIFIED SETTING
 RF0744
 RF0744  HISTORY     - Date     Condition        Report By
 RF0744  HISTORY     - 1960     MONUMENTED       CGS
 RF0744  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RF0744  HISTORY     - 1966     SEE DESCRIPTION  AEROS
 RF0744
 RF0744                          STATION DESCRIPTION
 RF0744
 RF0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HRL)
 RF0744'STATION IS LOCATED UNDER THE CENTER OF THE LOOKOUT TOWER ON THE
 RF0744'SUMMIT OF DEBOULLIE MOUNTAIN.  WHICH IS ABOUT 14-1/2 MILES
 RF0744'WEST-SOUTHWEST OF EAGLE LAKE, 2 MILES WEST-NORTHWEST OF THE DAM
 RF0744'AT PUSHINEER POND AND 0.6 MILE NORTH OF THE WEST END OF DEBOULLIE
 RF0744'POND.  THE DISK IS A STANDARD DISK OF THE U.S. GEOLOGICAL SURVEY
 RF0744'SET IN AN 8X8 INCH CONCRETE MONUMENT THAT PROJECTS ABOUT 1 INCH
 RF0744'ABOVE THE GROUND AND THE DISK IS STAMPED MC NAIR 1929.
 RF0744'
 RF0744'TO REACH FROM THE T-ROAD INTERSECTION, JUST EAST OF THE BRICK
 RF0744'GRADE SCHOOL IN EAGLE LAKE, GO SOUTH ON STATE HIGHWAY 11 FOR 1.75
 RF0744'MILES TO A GRAVEL SIDE ROAD RIGHT, TURN RIGHT AND GO WESTERLY FOR
 RF0744'3.25 MILES TO WHERE THE ROAD TURNS LEFT AND THE STATE FISH
 RF0744'HATCHERY AHEAD, TURN LEFT CROSSING BRIDGE OVER BIRCH RIVER FOR 0.1
 RF0744'MILE TO FORKS, TAKE LEFT FORK AND GO 2.7 MILES TO FORKS, TAKE
 RF0744'RIGHT FORK FOR 9.65 MILES TO A T-ROAD LEFT, TURN LEFT AND GO
 RF0744'1.75 MILES TO THE DAM AT THE EAST END OF PUSHINEER POND AND
 RF0744'END OF TRUCK TRAVEL.  FROM HERE PACK ACROSS DAM AND
 RF0744'FOLLOW TRAIL TO DEBOULLIE POND, CONTINUE ON TRAIL NORTH AND
 RF0744'WEST AROUND SHORE OF DEBOULLIE AROUND TO CAMP SITE AND TRAIL
 RF0744'LEADING UP MOUNTAIN, CONTINUE ON TRAIL UP MOUNTAIN, FOLLOWING THE
 RF0744'TELEPHONE LINE TO THE SUMMIT AND THE LOOKOUT TOWER AND
 RF0744'STATION.  ABOUT A 1-1/2 HOUR PACK.  ABOUT 3/4 HOUR PACK IF A
 RF0744'BOAT IS USED TO CROSS THE LAKE TO THE CAMP SITE AND TRAIL LEADING
 RF0744'UP THE MOUNTAIN.
 RF0744'
 RF0744'REFERENCE MARK NO. 1 IS A STANDARD DISK BRAZED TO THE TOP OF A
 RF0744'2 1/2X31 INCH CAST IRON PIPE THAT IS SET IN CONCRETE AND PROJECTS
 RF0744'ABOUT 16 INCHES ABOVE THE GROUND.  IT IS 21.8 FEET WEST OF THE WEST
 RF0744'LEG OF THE LOOKOUT TOWER AND THE DISK IS STAMPED MC NAIR NO 1
 RF0744'1960.
 RF0744'
 RF0744'REFERENCE MARK NO. 2 IS A STANDARD DISK BRAZED TO THE TOP OF A
 RF0744'2-1/2 X 31 INCH CAST IRON PIPE THAT IS SET IN CONCRETE AND PROJECTS
 RF0744'ABOUT 14 INCHES ABOVE THE GROUND.  IT IS 42.5 FEET NORTH OF THE
 RF0744'NORTH LEG OF THE LOOKOUT TOWER AND THE DISK IS STAMPED MC NAIR NO
 RF0744'2 1960.
 RF0744'
 RF0744'HEIGHT OF LIGHT ABOVE STATION MARK 7.8 METERS.
 RF0744
 RF0744                          STATION RECOVERY (1960)
 RF0744
 RF0744'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HRL)
 RF0744'STATION IS LOCATED ON THE SUMMIT OF DEBOULLIE MOUNTAIN, ABOUT
 RF0744'14-1/2 MILES WEST-SOUTHWEST OF EAGLE LAKE, 0.6 MILE NORTH OF THE
 RF0744'WEST END OF DEBOULLIE POND AND 2 MILES WEST-NORTHWEST OF THE DAM
 RF0744'AT PUSHINEER POND.
 RF0744'
 RF0744'STATION IS A STATE FOREST SERVICE LOOKOUT CABIN, WHITE IN COLOR,
 RF0744'GLASS WINDOWS ON ALL SIDES, MOUNTED ON 4-STEEL CHANNEL COLUMNS AND
 RF0744'IS ABOUT 40 FEET IN HEIGHT.
 RF0744'
 RF0744'TRIANGULATION STATION MC NAIR (USGS) IS ESTABLISHED BENEATH AND
 RF0744'AT THE CENTER OF THE LOOKOUT TOWER.
 RF0744'
 RF0744'OFFICE NOTE--THE U.S. GEOLOGICAL SURVEY DESIGNATION FOR MARK IS
 RF0744'DEBOULLIE.
 RF0744
 RF0744                          STATION RECOVERY (1966)
 RF0744
 RF0744'RECOVERY NOTE BY AERO SERVICE CORPORATION 1966
 RF0744'STATION MC NAIR, RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1134 ***********************************************************************
 PF1134  DESIGNATION -  MCWAIN
 PF1134  PID         -  PF1134
 PF1134  STATE/COUNTY-  ME/OXFORD
 PF1134  USGS QUAD   -  WATERFORD FLAT (1983)
 PF1134
 PF1134                         *CURRENT SURVEY CONTROL
 PF1134  ___________________________________________________________________
 PF1134* NAD 83(1996)-  44 11 32.71435(N)    070 40 16.79228(W)     ADJUSTED  
 PF1134* NAVD 88     -       208.8    (meters)     685.     (feet)  VERTCON   
 PF1134  ___________________________________________________________________
 PF1134  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 PF1134  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 PF1134
 PF1134  HORZ ORDER  -  SECOND
 PF1134
 PF1134.The horizontal coordinates were established by classical geodetic methods
 PF1134.and adjusted by the National Geodetic Survey in March 1998..
 PF1134
 PF1134.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF1134.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF1134
 PF1134.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1134
 PF1134.The geoid height was determined by GEOID03.
 PF1134
 PF1134;                    North         East     Units Scale Factor Converg.
 PF1134;SPC ME W     -   151,117.146   859,655.156   MT  0.99998668   -0 21 06.4
 PF1134;UTM  19      - 4,894,603.064   366,435.766   MT  0.99981940   -1 09 54.7
 PF1134
 PF1134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1134!SPC ME W     -   0.99997148  x   0.99998668  =   0.99995816
 PF1134!UTM  19      -   0.99997148  x   0.99981940  =   0.99979089
 PF1134
 PF1134|---------------------------------------------------------------------|
 PF1134| PID    Reference Object                     Distance      Geod. Az  |
 PF1134|                                                           dddmmss.s |
 PF1134| PF1133 MCWAIN RM 1                          15.445 METERS 05535     |
 PF1134| CE8106 MCWAIN RM 2                          20.691 METERS 32930     |
 PF1134| PF1136 MCWAIN AZ MK                        474.685 METERS 3372311.4 |
 PF1134| PF1135 MCWAIN AZ MK A PT                   469.565 METERS 3375600.9 |
 PF1134|---------------------------------------------------------------------|
 PF1134
 PF1134                          SUPERSEDED SURVEY CONTROL
 PF1134
 PF1134  NAD 83(1992)-  44 11 32.71427(N)    070 40 16.79353(W) AD(       ) 2
 PF1134  NAD 83(1986)-  44 11 32.72179(N)    070 40 16.79685(W) AD(       ) 2
 PF1134  NAD 27      -  44 11 32.47121(N)    070 40 18.57474(W) AD(       ) 2
 PF1134  NGVD 29 (07/19/86)  209.0    (m)          686.     (f) VERT ANG       
 PF1134
 PF1134.Superseded values are not recommended for survey control.
 PF1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1134.See file dsdata.txt to determine how the superseded data were derived.
 PF1134
 PF1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ6643694603(NAD 83)
 PF1134_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PF1134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PF1134_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PF1134
 PF1134  HISTORY     - Date     Condition        Report By
 PF1134  HISTORY     - 1976     MONUMENTED       NGS
 PF1134
 PF1134                          STATION DESCRIPTION
 PF1134
 PF1134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 PF1134'THE STATION IS LOCATED ON THE NORTH SIDE OF A HIGH HILL
 PF1134'KNOWN LOCALLY AS MCWAIN HILL, ABOUT 1.5 MILES SOUTH-SOUTHEAST
 PF1134'OF EAST WATERFORD, 3.0 MILES NORTHEAST OF SOUTH WATERFORD AND
 PF1134'7 MILES WEST-SOUTHWEST OF NORWAY WITHIN THE HIGHWAY
 PF1134'RIGHT-OF-WAY.
 PF1134'
 PF1134'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 118
 PF1134'AND 37 IN EAST WATERFORD, GO SOUTHWESTERLY ON ROUTE 37 FOR 0.5
 PF1134'MILE TO THE INTERSECTION OF AN ASPHALT ROAD AND ROUTE 37
 PF1134'(THE EAST WATERFORD POST OFFICE AT SPRINGERS STORE IS
 PF1134'IN THE NORTHEAST CORNER OF THIS INTERSECTION).
 PF1134'TURN LEFT AND GO EAST AND SOUTH ON AN ASPHALT ROAD FOR 1.10
 PF1134'MILES TO THE AZIMUTH MARK ON THE RIGHT IN A SMALL GRASSY AREA
 PF1134'NEXT TO THE ENTRANCE OF CAMP MCWAIN. CONTINUE FOR 0.25
 PF1134'MILE TO THE ENTRANCE TO MCWAIN FARM. CONTINUE FOR 0.05 MILE
 PF1134'TO THE STATION ON THE RIGHT NEXT TO AN APPLE TREE AND
 PF1134'JUST BEFORE THE ENTRANCE TO BIRCH ROCK CAMP.
 PF1134'
 PF1134'THE STATION MARKS ARE STANDARD DISKS STAMPED---MCWAIN 1976---.
 PF1134'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 PF1134'CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES ABOVE THE GROUND
 PF1134'SURFACE. THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 PF1134'IRREGULAR MASS OF CONCRETE ABOUT 48 INCHES BELOW THE GROUND
 PF1134'SURFACE. THEY ARE 7.0 FEET NORTH OF A 15-INCH APPLE TREE, 31.5
 PF1134'FEET WEST OF THE CENTERLINE OF THE ROAD, 4.4 FEET NORTH OF
 PF1134'A METAL WITNESS POST AND 38.5 FEET SOUTH OF A 24-INCH MAPLE
 PF1134'TREE.
 PF1134'
 PF1134'REFERENCE MARK 1, STAMPED---MCWAIN NO 1 1976---, IS A
 PF1134'STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL
 PF1134'CONCRETE POST WHICH IS FLUSH WITH THE GROUND SURFACE.
 PF1134'IT IS 27.0 FEET SOUTH-SOUTHEAST OF A 30-INCH PINE TREE,
 PF1134'19.0 FEET EAST OF THE CENTERLINE OF THE ROAD AND ABOUT
 PF1134'2 FEET LOWER THAN THE STATION.
 PF1134'
 PF1134'REFERENCE MARK 2, STAMPED---MCWAIN NO 2 1976---, IS A
 PF1134'STANDARD DISK CEMENTED IN A DRILL HOLE IN A 4 BY
 PF1134'3 FOOT BOULDER WHICH PROJECTS ABOUT 2.5 FEET ABOVE THE
 PF1134'GROUND SURFACE. IT IS 6.8 FEET NORTH OF A 28-INCH ASH TREE,
 PF1134'26.2 FEET WEST OF THE CENTERLINE OF THE ROAD, 58.0 FEET
 PF1134'NORTHWEST OF A 30-INCH PINE TREE AND IS PART OF A STONE
 PF1134'WALL.
 PF1134'
 PF1134'THE AZIMUTH MARK, STAMPED---MCWAIN 1976---, IS A STANDARD
 PF1134'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST
 PF1134'WHICH IS FLUSH WITH THE GROUND SURFACE. IT IS 31 FEET
 PF1134'WEST OF THE CENTERLINE OF THE ROAD, 47 FEET NORTH OF THE
 PF1134'CENTERLINE OF THE MCWAIN CAMP ROAD AND 46.5 FEET WEST
 PF1134'OF A POLE NUMBER 21/21.
 PF1134'
 PF1134'THE HEIGHT OF THE LIGHT ABOVE THE STATION WAS 1.2 METERS.
 PF1134'
 PF1134'DESCRIBED BY PHILIP H. PARENT JR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1136 ***********************************************************************
 PF1136  DESIGNATION -  MCWAIN AZ MK
 PF1136  PID         -  PF1136
 PF1136  STATE/COUNTY-  ME/OXFORD
 PF1136  USGS QUAD   -  WATERFORD FLAT (1983)
 PF1136
 PF1136                         *CURRENT SURVEY CONTROL
 PF1136  ___________________________________________________________________
 PF1136* NAD 83(1996)-  44 11 46.91104(N)    070 40 25.01184(W)     ADJUSTED  
 PF1136* NAVD 88     -       182.1    (meters)     597.     (feet)  VERTCON   
 PF1136  ___________________________________________________________________
 PF1136  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 PF1136  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 PF1136
 PF1136  HORZ ORDER  -  SECOND
 PF1136
 PF1136.The horizontal coordinates were established by classical geodetic methods
 PF1136.and adjusted by the National Geodetic Survey in March 1998..
 PF1136
 PF1136.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF1136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF1136
 PF1136.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1136
 PF1136.The geoid height was determined by GEOID03.
 PF1136
 PF1136;                    North         East     Units Scale Factor Converg.
 PF1136;SPC ME W     -   151,556.445   859,475.330   MT  0.99998686   -0 21 12.3
 PF1136;UTM  19      - 4,895,044.797   366,262.223   MT  0.99981997   -1 10 00.8
 PF1136
 PF1136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1136!SPC ME W     -   0.99997567  x   0.99998686  =   0.99996253
 PF1136!UTM  19      -   0.99997567  x   0.99981997  =   0.99979564
 PF1136
 PF1136|---------------------------------------------------------------------|
 PF1136| PID    Reference Object                     Distance      Geod. Az  |
 PF1136|                                                           dddmmss.s |
 PF1136| PF1135 MCWAIN AZ MK A PT                     6.822 METERS 11618     |
 PF1136| PF1134 MCWAIN                              474.685 METERS 1572305.7 |
 PF1136|---------------------------------------------------------------------|
 PF1136
 PF1136                          SUPERSEDED SURVEY CONTROL
 PF1136
 PF1136  NAD 83(1992)-  44 11 46.91097(N)    070 40 25.01307(W) AD(       ) 2
 PF1136  NAD 83(1986)-  44 11 46.91850(N)    070 40 25.01638(W) AD(       ) 2
 PF1136  NAD 27      -  44 11 46.66810(N)    070 40 26.79387(W) AD(       ) 2
 PF1136  NGVD 29 (07/19/86)  182.3    (m)          598.     (f) VERT ANG       
 PF1136
 PF1136.Superseded values are not recommended for survey control.
 PF1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1136.See file dsdata.txt to determine how the superseded data were derived.
 PF1136
 PF1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ6626295045(NAD 83)
 PF1136_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PF1136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PF1136_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PF1136
 PF1136  HISTORY     - Date     Condition        Report By
 PF1136  HISTORY     - 1976     MONUMENTED       NGS
 PF1136
 PF1136                          STATION DESCRIPTION
 PF1136
 PF1136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 PF1136'THIS STATION WAS ESTABLISHED BY AN EDM MEASUREMENT FROM
 PF1136'TRAVERSE STATION MCWAIN. SEE DESCRIPTION THEREOF.
 PF1136'
 PF1136'DESCRIBED BY JERRY E. ELLINGWOOD.
 PF1136'
 PF1136'THE HEIGHT OF LIGHT ABOVE THE STATION WAS 1.0 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0709 ***********************************************************************
 QF0709  DESIGNATION -  MEADOW
 QF0709  PID         -  QF0709
 QF0709  STATE/COUNTY-  ME/WASHINGTON
 QF0709  USGS QUAD   -  DEVILS HEAD (1977)
 QF0709
 QF0709                         *CURRENT SURVEY CONTROL
 QF0709  ___________________________________________________________________
 QF0709* NAD 83(1996)-  45 10 08.13522(N)    067 14 30.02349(W)     ADJUSTED  
 QF0709* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 QF0709  ___________________________________________________________________
 QF0709  LAPLACE CORR-           3.84  (seconds)                    DEFLEC99
 QF0709  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 QF0709
 QF0709  HORZ ORDER  -  THIRD
 QF0709
 QF0709.The horizontal coordinates were established by classical geodetic methods
 QF0709.and adjusted by the National Geodetic Survey in March 1998..
 QF0709
 QF0709.The orthometric height was scaled from a topographic map.
 QF0709
 QF0709.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0709
 QF0709.The geoid height was determined by GEOID03.
 QF0709
 QF0709;                    North         East     Units Scale Factor Converg.
 QF0709;SPC ME E     -   167,685.377   398,913.190   MT  1.00002026   +0 53 32.9
 QF0709;UTM  19      - 5,003,220.124   638,175.132   MT  0.99983476   +1 14 49.9
 QF0709
 QF0709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0709!SPC ME E     -   1.00000257  x   1.00002026  =   1.00002283
 QF0709!UTM  19      -   1.00000257  x   0.99983476  =   0.99983733
 QF0709
 QF0709:                Primary Azimuth Mark                     Grid Az
 QF0709:SPC ME E     -  HYBROWN IBC                              005 35 19.4
 QF0709:UTM  19      -  HYBROWN IBC                              005 14 02.4
 QF0709
 QF0709|---------------------------------------------------------------------|
 QF0709| PID    Reference Object                     Distance      Geod. Az  |
 QF0709|                                                           dddmmss.s |
 QF0709| QF0733 HYBROWN IBC                         APPROX. 0.6 KM 0062852.3 |
 QF0709| QF0731 DONALD IBC                          APPROX. 0.9 KM 0973444.7 |
 QF0709| QF0705 BOG BROOK CHURCH SPIRE              APPROX. 1.0 KM 1413639.0 |
 QF0709| CE8950 MEADOW RM 1                          12.772 METERS 22910     |
 QF0709| CE8951 MEADOW RM 2                          23.117 METERS 28344     |
 QF0709|---------------------------------------------------------------------|
 QF0709
 QF0709                          SUPERSEDED SURVEY CONTROL
 QF0709
 QF0709  NAD 83(1992)-  45 10 08.12982(N)    067 14 30.02162(W) AD(       ) 3
 QF0709  NAD 83(1986)-  45 10 08.13272(N)    067 14 30.02600(W) AD(       ) 3
 QF0709  NAD 27      -  45 10 07.86276(N)    067 14 32.06287(W) AD(       ) 3
 QF0709
 QF0709.Superseded values are not recommended for survey control.
 QF0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0709.See file dsdata.txt to determine how the superseded data were derived.
 QF0709
 QF0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL3817503220(NAD 83)
 QF0709_MARKER: DD = SURVEY DISK
 QF0709_SETTING: 66 = SET IN ROCK OUTCROP
 QF0709
 QF0709  HISTORY     - Date     Condition        Report By
 QF0709  HISTORY     - 1909     MONUMENTED       IBC
 QF0709  HISTORY     - 1946     GOOD             CGS
 QF0709
 QF0709                          STATION DESCRIPTION
 QF0709
 QF0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (NWS)
 QF0709'THE STATION IS ON THE W BANK OF THE ST. CROIX RIVER, 2-1/2 MILES
 QF0709'BELOW CALAIS, ON THE UPPER CORNER OF THE FIRST POINT OF SHORE
 QF0709'ABOVE KNIGHTS POINT, AND A LITTLE MORE THAN 1/4 MILE DISTANT
 QF0709'THEREFROM.
 QF0709'
 QF0709'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE IN A LEDGE
 QF0709'OF TRAP ROCK NEAR THE EDGE OF THE HIGH BANK.  A CROSS IN THE TOP
 QF0709'OF A CEMENT-FILLED TILE IS SET FLUSH WITH THE GROUND S. 49 DEG
 QF0709'09 MIN W., 12.77 METERS FROM THE STATION, AND A CROSS WITHIN
 QF0709'A TRIANGLE IS CUT ON AN EXPOSED LEDGE LEVEL WITH THE GRASS
 QF0709'N. 76 DEG 16 MIN W., 23.12 METERS FROM THE STATION.  EYEBOLT
 QF0709'2.3 METERS DOWN BANK.  STATION PARTLY SODDED OVER IN 1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0747 ***********************************************************************
 QF0747  DESIGNATION -  MEADOW 2 IBC
 QF0747  PID         -  QF0747
 QF0747  STATE/COUNTY-  ME/WASHINGTON
 QF0747  USGS QUAD   -  DEVILS HEAD (1977)
 QF0747
 QF0747                         *CURRENT SURVEY CONTROL
 QF0747  ___________________________________________________________________
 QF0747* NAD 83(1996)-  45 10 08.13474(N)    067 14 30.01703(W)     ADJUSTED  
 QF0747* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 QF0747  ___________________________________________________________________
 QF0747  LAPLACE CORR-           3.84  (seconds)                    DEFLEC99
 QF0747  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 QF0747
 QF0747  HORZ ORDER  -  THIRD
 QF0747
 QF0747.The horizontal coordinates were established by classical geodetic methods
 QF0747.and adjusted by the National Geodetic Survey in March 1998..
 QF0747
 QF0747.The orthometric height was scaled from a topographic map.
 QF0747
 QF0747.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0747
 QF0747.The geoid height was determined by GEOID03.
 QF0747
 QF0747;                    North         East     Units Scale Factor Converg.
 QF0747;SPC ME E     -   167,685.364   398,913.332   MT  1.00002026   +0 53 32.9
 QF0747;UTM  19      - 5,003,220.113   638,175.274   MT  0.99983476   +1 14 49.9
 QF0747
 QF0747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0747!SPC ME E     -   1.00000257  x   1.00002026  =   1.00002283
 QF0747!UTM  19      -   1.00000257  x   0.99983476  =   0.99983733
 QF0747
 QF0747:                Primary Azimuth Mark                     Grid Az
 QF0747:SPC ME E     -  SINCLAIR 2 IBC                           021 25 13.0
 QF0747:UTM  19      -  SINCLAIR 2 IBC                           021 03 56.0
 QF0747
 QF0747|---------------------------------------------------------------------|
 QF0747| PID    Reference Object                     Distance      Geod. Az  |
 QF0747|                                                           dddmmss.s |
 QF0747| QF0732 SINCLAIR 2 IBC                      APPROX. 1.7 KM 0221845.9 |
 QF0747|---------------------------------------------------------------------|
 QF0747
 QF0747                          SUPERSEDED SURVEY CONTROL
 QF0747
 QF0747  NAD 83(1992)-  45 10 08.12934(N)    067 14 30.01515(W) AD(       ) 3
 QF0747  NAD 83(1986)-  45 10 08.13217(N)    067 14 30.01942(W) AD(       ) 3
 QF0747  NAD 27      -  45 10 07.86500(N)    067 14 32.05800(W) AD(       ) 3
 QF0747
 QF0747.Superseded values are not recommended for survey control.
 QF0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0747.See file dsdata.txt to determine how the superseded data were derived.
 QF0747
 QF0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL3817503220(NAD 83)
 QF0747_MARKER: DH = HORIZONTAL CONTROL DISK
 QF0747_SETTING: 66 = SET IN ROCK OUTCROP
 QF0747_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 QF0747_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0747+STABILITY: POSITION/ELEVATION WELL
 QF0747
 QF0747  HISTORY     - Date     Condition        Report By
 QF0747  HISTORY     - 1946     MONUMENTED       IBC
 QF0747
 QF0747                          STATION DESCRIPTION
 QF0747
 QF0747'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF0747'ON THE W BANK OF THE ST CROIX RIVER, 2-1/2 MILES BELOW CALAIS, ON
 QF0747'THE UPPER CORNER OF THE FIRST POINT OF SHORE ABOVE KNIGHTS POINT, AND
 QF0747'A LITTLE MORE THAN 1/4 MILE DISTANT THEREFROM.
 QF0747'
 QF0747'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE IN A LEDGE OF TRAP
 QF0747'ROCK NEAR THE EDGE OF THE HIGH BANK.  A CROSS IN THE TOP OF A
 QF0747'CONCRETE-FILLED TILE IS SET FLUSH WITH THE GROUND S 49 09 W,
 QF0747'12.77 METERS FROM THE STATION, AND A CROSS WITHIN A TRIANGLE IS CUT
 QF0747'ON AN EXPOSED LEDGE LEVEL WITH THE GRASS N 76 16 W, 23.12
 QF0747'METERS FROM THE STATION.  EYEBOLT 2.3 METERS DOWN BANK.  STATION
 QF0747'PARTLY SODDED OVER.
 QF0747'
 QF0747'THIS IS THE SAME STATION MARK AS MEADOW, BUT IT IS BELIEVED THE MARK
 QF0747'WAS DISTURBED PRIOR TO 1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1882 ***********************************************************************
 PE1882  DESIGNATION -  MEADOW PT BRICK CHIM WITH VENT
 PE1882  PID         -  PE1882
 PE1882  STATE/COUNTY-  ME/HANCOCK
 PE1882  USGS QUAD   -  SALSBURY COVE (1981)
 PE1882
 PE1882                         *CURRENT SURVEY CONTROL
 PE1882  ___________________________________________________________________
 PE1882* NAD 83(1996)-  44 27 30.54599(N)    068 16 13.73428(W)     ADJUSTED  
 PE1882* NAVD 88     -                                                        
 PE1882  ___________________________________________________________________
 PE1882  LAPLACE CORR-           4.56  (seconds)                    DEFLEC99
 PE1882  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 PE1882
 PE1882  HORZ ORDER  -  THIRD
 PE1882
 PE1882.The horizontal coordinates were established by classical geodetic methods
 PE1882.and adjusted by the National Geodetic Survey in March 1998..
 PE1882
 PE1882
 PE1882.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1882
 PE1882.The geoid height was determined by GEOID03.
 PE1882
 PE1882;                    North         East     Units Scale Factor Converg.
 PE1882;SPC ME E     -    87,998.502   318,264.609   MT  0.99990410   +0 09 38.7
 PE1882;UTM  19      - 4,923,056.594   558,036.230   MT  0.99964142   +0 30 39.5
 PE1882
 PE1882                          SUPERSEDED SURVEY CONTROL
 PE1882
 PE1882  NAD 83(1992)-  44 27 30.54124(N)    068 16 13.73442(W) AD(       ) 4
 PE1882  NAD 83(1986)-  44 27 30.53989(N)    068 16 13.73790(W) AD(       ) 4
 PE1882  NAD 27      -  44 27 30.25800(N)    068 16 15.68400(W) AD(       ) 3
 PE1882
 PE1882.Superseded values are not recommended for survey control.
 PE1882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1882.See file dsdata.txt to determine how the superseded data were derived.
 PE1882
 PE1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK5803623057(NAD 83)
 PE1882
 PE1882  HISTORY     - Date     Condition        Report By
 PE1882  HISTORY     - 1944     MONUMENTED       CGS
 PE1882
 PE1882                          STATION DESCRIPTION
 PE1882
 PE1882'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1882'STATION IS THE LARGE BRICK CHIMNEY AT THE SOUTHEAST CORNER OF
 PE1882'THE SHINGLE SUMMER COTTAGE BELONGING TO DR. EDWARD YOUNG OF
 PE1882'BOSTON, LOCATED ON MEADOW POINT ON THE WEST SIDE OF SKILLINGS
 PE1882'RIVER.  STATION IS 30 METERS NORTH OF TOP OF BANK, 15 METERS WEST
 PE1882'OF TOP OF BANK, AND 3 METERS WEST OF SOUTHEAST CORNER.  CHIMNEY
 PE1882'EXTENDS TO GROUND AND SETS ON PART OF THE HOUSE FOUNDATION.  IT
 PE1882'NOW HAS A GALVANIZED IRON LIVERPOOL HEAD, WHICH IS REMOVED IN
 PE1882'THE WINTERTIME.
 PE1882'
 PE1882'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK 30 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1102 ***********************************************************************
 PF1102  DESIGNATION -  ME=CURTIS
 PF1102  PID         -  PF1102
 PF1102  STATE/COUNTY-  ME/OXFORD
 PF1102  USGS QUAD   -  WEST PARIS (1967)
 PF1102
 PF1102                         *CURRENT SURVEY CONTROL
 PF1102  ___________________________________________________________________
 PF1102* NAD 83(1996)-  44 20 59.31843(N)    070 35 17.80104(W)     ADJUSTED  
 PF1102* NAVD 88     -       442.8    (meters)    1453.     (feet)  VERTCON   
 PF1102  ___________________________________________________________________
 PF1102  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 PF1102  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 PF1102
 PF1102  HORZ ORDER  -  FIRST
 PF1102
 PF1102.The horizontal coordinates were established by classical geodetic methods
 PF1102.and adjusted by the National Geodetic Survey in March 1998..
 PF1102
 PF1102.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF1102.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF1102
 PF1102.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1102
 PF1102.The geoid height was determined by GEOID03.
 PF1102
 PF1102;                    North         East     Units Scale Factor Converg.
 PF1102;SPC ME W     -   168,567.956   866,384.582   MT  0.99998056   -0 17 41.0
 PF1102;UTM  19      - 4,911,953.400   373,411.371   MT  0.99979707   -1 06 37.5
 PF1102
 PF1102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1102!SPC ME W     -   0.99993474  x   0.99998056  =   0.99991530
 PF1102!UTM  19      -   0.99993474  x   0.99979707  =   0.99973182
 PF1102
 PF1102|---------------------------------------------------------------------|
 PF1102| PID    Reference Object                     Distance      Geod. Az  |
 PF1102|                                                           dddmmss.s |
 PF1102| CE7884 CURTIS RM 1                          22.289 METERS 00149     |
 PF1102| CE7885 CURTIS RM 2                          24.470 METERS 18655     |
 PF1102| PF1103 GREENWOOD ATT MICROWAVE             APPROX. 6.4 KM 2012351.1 |
 PF1102| PF1107 MT ABRAM                            APPROX.10.2 KM 2822636.2 |
 PF1102|---------------------------------------------------------------------|
 PF1102
 PF1102                          SUPERSEDED SURVEY CONTROL
 PF1102
 PF1102  NAD 83(1992)-  44 20 59.31823(N)    070 35 17.80145(W) AD(       ) 1
 PF1102  NAD 83(1986)-  44 20 59.32535(N)    070 35 17.80413(W) AD(       ) 1
 PF1102  NAD 27      -  44 20 59.07594(N)    070 35 19.57977(W) AD(       ) 1
 PF1102  NGVD 29 (07/19/86)  443.0    (m)         1453.     (f) VERT ANG       
 PF1102
 PF1102.Superseded values are not recommended for survey control.
 PF1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1102.See file dsdata.txt to determine how the superseded data were derived.
 PF1102
 PF1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK7341111953(NAD 83)
 PF1102_MARKER: DD = SURVEY DISK
 PF1102_SETTING: 66 = SET IN ROCK OUTCROP
 PF1102
 PF1102  HISTORY     - Date     Condition        Report By
 PF1102  HISTORY     - 1910     MONUMENTED       USGS
 PF1102  HISTORY     - 1976     SEE DESCRIPTION  NGS
 PF1102
 PF1102                          STATION DESCRIPTION
 PF1102
 PF1102'DESCRIBED BY US GEOLOGICAL SURVEY 1910
 PF1102'A BARE HILL ABOUT 2.0 MI N. OF WEST PARIS KNOWN LOCALLY AS CURTIS
 PF1102'HILL.  IT IS ON LAND OF MR. CUMMINS, WHO LIVES AT FOOT OF HILL ON S.
 PF1102'SIDE.
 PF1102'
 PF1102'STATION MARK, A STANDARD DISK SET IN SOLID ROCK.
 PF1102
 PF1102                          STATION RECOVERY (1976)
 PF1102
 PF1102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 PF1102'THE STATION IS LOCATED ON CURTIS HILL IN THE TOWN OF
 PF1102'WOODSTOCK, ABOUT 11.0 MILES EAST-SOUTHEAST OF BETHEL, 10.0
 PF1102'MILES NORTH-NORTHEAST OF NORWAY AND 4.5 MILES SOUTH OF SPRUCE
 PF1102'MOUNTAIN ON PROPERTY OWNED BY SAUNDERS BROTHERS, CUMBERLAND
 PF1102'MILLS STATION, BOX 16, WESTBROOK, MAINE 04092.
 PF1102'PHONE 207-854-2551.
 PF1102'
 PF1102'TO REACH THE STATION FROM THE POST OFFICE IN BRYANT POND, GO
 PF1102'NORTHEAST AND SOUTHEAST FOLLOWING STATE HIGHWAY 26 FOR 3.25
 PF1102'MILES TO A CROSSROAD. TURN RIGHT, GO SOUTHWEST FOLLOWING
 PF1102'ASPHALT ROAD FOR 0.3 MILE TO THE END OF ASPHALT ROAD AND
 PF1102'A GRAVEL ROAD ON THE LEFT. TURN LEFT, FOLLOW GRAVEL ROAD UPHILL
 PF1102'FOR 0.2 MILE TO THE END OF GRAVEL ROAD AND A TRACK ROAD
 PF1102'STRAIGHT AHEAD. FOLLOW TRACK ROAD TO A FORK. KEEP LEFT, FOLLOW
 PF1102'TRACK ROAD UPHILL TO THE HIGHEST POINT. FROM HERE FOLLOW ALONG
 PF1102'THE RIDGE SOUTHERLY TO THE TOP OF THE SOUTH SLOPE AND THE
 PF1102'STATION MARK ON THE HIGHEST POINT IN THE AREA.
 PF1102'
 PF1102'THE STATION MARK, STAMPED---ME 1910---, IS A STANDARD USGS
 PF1102'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK, LOCATED
 PF1102'IN THE CENTER OF A CLEARING AT THE TOP OF THE SOUTH SLOPE OF
 PF1102'CURTIS HILL.
 PF1102'
 PF1102'REFERENCE MARK 1, STAMPED---CURTIS USGS NO 1 1976---, IS A
 PF1102'STANDARD DISK SET IN OUTCROPPING BEDROCK, LOCATED AT THE
 PF1102'NORTH EDGE OF A CLEARING AT THE TOP OF THE SOUTH SLOPE
 PF1102'OF CURTIS HILL.
 PF1102'
 PF1102'REFERENCE MARK 2, STAMPED---CURTIS USGS NO 2 1976---, IS A
 PF1102'STANDARD DISK SET IN OUTCROPPING BEDROCK, LOCATED AT THE
 PF1102'SOUTH EDGE OF A CLEARING AT THE TOP OF THE SOUTH SLOPE
 PF1102'OF CURTIS HILL.
 PF1102'
 PF1102'A 4WD VEHICLE IS NEEDED FROM THE FORK.
 PF1102'
 PF1102'THERE WAS NO SUITABLE PLACE FOR AN AZIMUTH MARK.
 PF1102'
 PF1102'THE HEIGHT OF LIGHT ABOVE THE STATION WAS 19.0 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1426 ***********************************************************************
 QG1426  DESIGNATION -  MEDFORD
 QG1426  PID         -  QG1426
 QG1426  STATE/COUNTY-  ME/PISCATAQUIS
 QG1426  USGS QUAD   -  HARDY POND (1988)
 QG1426
 QG1426                         *CURRENT SURVEY CONTROL
 QG1426  ___________________________________________________________________
 QG1426* NAD 83(1996)-  45 17 32.56192(N)    068 52 11.34627(W)     ADJUSTED  
 QG1426* NAVD 88     -       122.8    (meters)     403.     (feet)  VERTCON   
 QG1426  ___________________________________________________________________
 QG1426  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 QG1426  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 QG1426
 QG1426  HORZ ORDER  -  SECOND
 QG1426
 QG1426.The horizontal coordinates were established by classical geodetic methods
 QG1426.and adjusted by the National Geodetic Survey in March 1998..
 QG1426
 QG1426.The NAVD 88 height was computed by applying the VERTCON shift value to
 QG1426.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QG1426
 QG1426.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1426
 QG1426.The geoid height was determined by GEOID03.
 QG1426
 QG1426;                    North         East     Units Scale Factor Converg.
 QG1426;SPC ME E     -   180,700.162   270,992.571   MT  0.99991034   -0 15 46.2
 QG1426;UTM  19      - 5,015,439.001   510,207.984   MT  0.99960128   +0 05 33.1
 QG1426
 QG1426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1426!SPC ME E     -   0.99998461  x   0.99991034  =   0.99989495
 QG1426!UTM  19      -   0.99998461  x   0.99960128  =   0.99958590
 QG1426
 QG1426:                Primary Azimuth Mark                     Grid Az
 QG1426:SPC ME E     -  ROLLINS MTN LOOKOUT TOWER                075 11 37.3
 QG1426:UTM  19      -  ROLLINS MTN LOOKOUT TOWER                074 50 18.0
 QG1426
 QG1426|---------------------------------------------------------------------|
 QG1426| PID    Reference Object                     Distance      Geod. Az  |
 QG1426|                                                           dddmmss.s |
 QG1426| QG1404 ROLLINS MTN LOOKOUT TOWER           APPROX.41.0 KM 0745551.1 |
 QG1426| CE8952 MEDFORD AZ MK                                      1314753.5 |
 QG1426| CE8954 MEDFORD RM 2                         28.682 METERS 14411     |
 QG1426| QG1428 BROWNVILLE                          APPROX. 9.7 KM 2852625.7 |
 QG1426| CE8953 MEDFORD RM 1                         31.482 METERS 29918     |
 QG1426|---------------------------------------------------------------------|
 QG1426
 QG1426                          SUPERSEDED SURVEY CONTROL
 QG1426
 QG1426  NAD 83(1992)-  45 17 32.56077(N)    068 52 11.35300(W) AD(       ) 2
 QG1426  NAD 83(1986)-  45 17 32.56602(N)    068 52 11.36058(W) AD(       ) 2
 QG1426  NAD 27      -  45 17 32.37390(N)    068 52 13.22430(W) AD(       ) 2
 QG1426  NGVD 29 (07/19/86)  123.0    (m)          404.     (f) VERT ANG       
 QG1426
 QG1426.Superseded values are not recommended for survey control.
 QG1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1426.See file dsdata.txt to determine how the superseded data were derived.
 QG1426
 QG1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL1020815439(NAD 83)
 QG1426_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QG1426_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 QG1426_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 QG1426
 QG1426  HISTORY     - Date     Condition        Report By
 QG1426  HISTORY     - 1958     MONUMENTED       CGS
 QG1426
 QG1426                          STATION DESCRIPTION
 QG1426
 QG1426'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 QG1426'STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF MILO, 2-1/2 MILES
 QG1426'SOUTHEAST OF THE SOUTHEAST END OF THE SCHOODIC LAKE, 1-1/4 MILES
 QG1426'WEST-NORTHWEST OF THE PISCATAQUIS RIVER AND ON THE PROPERTY OF
 QG1426'E.G. LOVEJOY.  STATION IS 14 FEET NORTHEAST OF TRACK ROAD, 11
 QG1426'FEET WEST OF WITNESS POST SIGN AND 22 FEET SOUTH OF BLAZED
 QG1426'TREE.  MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 QG1426'MEDFORD 1958.
 QG1426'
 QG1426'REFERENCE MARK NO. 1 IS 9-1/2 FEET SOUTHWEST OF TRACK ROAD, 86
 QG1426'FEET SOUTH-SOUTHEAST OF WITNESS POST SIGN AND 22 FEET EAST OF
 QG1426'12 INCH EVERGREEN TREE.  MARK PROJECTS ABOUT 4 INCHES AND THE
 QG1426'DISK IS STAMPED MEDFORD NO. 1 1958.
 QG1426'
 QG1426'REFERENCE MARK NO. 2 IS 9 FEET SOUTHWEST OF TRACK ROAD AND 17
 QG1426'FEET NORTH OF 18 INCH TWIN TRUNK OAK TREE.  MARK PROJECTS ABOUT
 QG1426'2 INCHES AND THE DISK IS STAMPED MEDFORD NO. 2 1958.
 QG1426'
 QG1426'AZIMUTH MARK IS 3-1/2 FEET WEST OF WITNESS POST SIGN AND 9 FEET
 QG1426'SOUTH OF TRACK ROAD.  MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 QG1426'IS STAMPED MEDFORD 1958.
 QG1426'
 QG1426'TO REACH FROM THE NORTH END OF THE BRIDGE OVER THE PISCATAQUIS
 QG1426'RIVER ON STATE HIGHWAY NO. 116 IN HOWLAND, GO NORTHERLY ON STATE
 QG1426'HIGHWAY NO. 116 FOR 2.2 MILES TO FORK, KEEP LEFT FORK AND
 QG1426'GO WESTERLY FOR 1.65 MILES TO SIDE ROAD RIGHT, CONTINUE AHEAD
 QG1426'WESTERLY ON MAIN ROAD FOR 8.6 MILES TO RAILROAD CROSSING.  CROSS
 QG1426'RAILROAD TRACKS AND TAKE FIRST TRACK ROAD RIGHT JUST AFTER
 QG1426'CROSSING RAILROAD TRACKS AND PASS TO THE NORTH SIDE OF HOUSE
 QG1426'AND GO 1 MILE NORTHWEST ON TRACK ROAD TO AZIMUTH MARK ON LEFT.
 QG1426'CONTINUE AHEAD FOR 0.05 MILE TO STATION ON RIGHT AS DESCRIBED.
 QG1426'
 QG1426'A 4-WHEEL DRIVE NECESSARY IN WET WEATHER.
 QG1426'
 QG1426'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1424 ***********************************************************************
 QG1424  DESIGNATION -  MEDFORD LOT
 QG1424  PID         -  QG1424
 QG1424  STATE/COUNTY-  ME/PISCATAQUIS
 QG1424  USGS QUAD   -  MILO SOUTH (1983)
 QG1424
 QG1424                         *CURRENT SURVEY CONTROL
 QG1424  ___________________________________________________________________
 QG1424* NAD 83(1996)-  45 14 08.27117(N)    068 52 45.33092(W)     ADJUSTED  
 QG1424* NAVD 88     -                                                        
 QG1424  ___________________________________________________________________
 QG1424  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 QG1424  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 QG1424
 QG1424  HORZ ORDER  -  THIRD
 QG1424
 QG1424.The horizontal coordinates were established by classical geodetic methods
 QG1424.and adjusted by the National Geodetic Survey in March 1998..
 QG1424
 QG1424
 QG1424.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1424
 QG1424.The geoid height was determined by GEOID03.
 QG1424
 QG1424;                    North         East     Units Scale Factor Converg.
 QG1424;SPC ME E     -   174,397.499   270,222.460   MT  0.99991090   -0 16 09.4
 QG1424;UTM  19      - 5,009,133.637   509,477.185   MT  0.99960110   +0 05 08.6
 QG1424
 QG1424                          SUPERSEDED SURVEY CONTROL
 QG1424
 QG1424  NAD 83(1992)-  45 14 08.26755(N)    068 52 45.32672(W) AD(       ) 4
 QG1424  NAD 83(1986)-  45 14 08.27496(N)    068 52 45.33428(W) AD(       ) 4
 QG1424  NAD 27      -  45 14 08.09051(N)    068 52 47.21770(W) AD(       ) 3
 QG1424
 QG1424.Superseded values are not recommended for survey control.
 QG1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1424.See file dsdata.txt to determine how the superseded data were derived.
 QG1424
 QG1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL0947709134(NAD 83)
 QG1424_MARKER: 57 = LOOKOUT TOWER
 QG1424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QG1424+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2004
 QG1424
 QG1424  HISTORY     - Date     Condition        Report By
 QG1424  HISTORY     - 1975     FIRST OBSERVED   NGS
 QG1424  HISTORY     - 20041207 GOOD             USPSQD
 QG1424
 QG1424                          STATION DESCRIPTION
 QG1424
 QG1424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 QG1424'THE STATION IS A 70 FOOT LOOKOUT TOWER LOCATED ABOUT
 QG1424'1-1/4 MILES SOUTH OF THE PISCATAQUIS RIVER, 2-1/2 MILES
 QG1424'WEST-SOUTHWEST OF MEDFORD CENTER AND 5-1/2 MILES EAST-SOUTHEAST
 QG1424'OF MILO.
 QG1424'
 QG1424'THE POINT INTERSECTED IS THE CENTER OF LOOKOUT TOWER CABIN.
 QG1424
 QG1424                          STATION RECOVERY (2004)
 QG1424
 QG1424'RECOVERY NOTE BY US POWER SQUADRON 2004 (GF)
 QG1424'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1425 ***********************************************************************
 QG1425  DESIGNATION -  MEDFORD NETT MICROWAVE
 QG1425  PID         -  QG1425
 QG1425  STATE/COUNTY-  ME/PISCATAQUIS
 QG1425  USGS QUAD   -  MILO SOUTH (1983)
 QG1425
 QG1425                         *CURRENT SURVEY CONTROL
 QG1425  ___________________________________________________________________
 QG1425* NAD 83(1996)-  45 14 14.26476(N)    068 52 48.89620(W)     ADJUSTED  
 QG1425* NAVD 88     -                                                        
 QG1425  ___________________________________________________________________
 QG1425  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 QG1425  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 QG1425
 QG1425  HORZ ORDER  -  THIRD
 QG1425
 QG1425.The horizontal coordinates were established by classical geodetic methods
 QG1425.and adjusted by the National Geodetic Survey in March 1998..
 QG1425
 QG1425
 QG1425.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1425
 QG1425.The geoid height was determined by GEOID03.
 QG1425
 QG1425;                    North         East     Units Scale Factor Converg.
 QG1425;SPC ME E     -   174,582.875   270,145.574   MT  0.99991096   -0 16 12.0
 QG1425;UTM  19      - 5,009,318.476   509,399.176   MT  0.99960109   +0 05 06.1
 QG1425
 QG1425                          SUPERSEDED SURVEY CONTROL
 QG1425
 QG1425  NAD 83(1992)-  45 14 14.26218(N)    068 52 48.89276(W) AD(       ) 4
 QG1425  NAD 83(1986)-  45 14 14.26913(N)    068 52 48.90000(W) AD(       ) 4
 QG1425  NAD 27      -  45 14 14.07876(N)    068 52 50.77893(W) AD(       ) 3
 QG1425
 QG1425.Superseded values are not recommended for survey control.
 QG1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1425.See file dsdata.txt to determine how the superseded data were derived.
 QG1425
 QG1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL0939909318(NAD 83)
 QG1425_MARKER: 45 = MICROWAVE TOWER
 QG1425
 QG1425  HISTORY     - Date     Condition        Report By
 QG1425  HISTORY     - 1975     FIRST OBSERVED   NGS
 QG1425
 QG1425                          STATION DESCRIPTION
 QG1425
 QG1425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 QG1425'THE STATION IS A 60 FOOT MICROWAVE RELAY TOWER LOCATED ABOUT
 QG1425'1-1/4 MILES SOUTH OF THE PISCATAQUIS RIVER, 2-1/2 MILES
 QG1425'WEST-SOUTHWEST OF MEDFORD CENTER AND 5-1/2 MILES EAST-SOUTHEAST
 QG1425'OF MILO.
 QG1425'
 QG1425'THE POINT INTERSECTED WAS THE TOP CENTER OF THE TOWER.  THE
 QG1425'TOWER IS GRAY AND IS OWNED BY NEW ENGLAND TELEPHONE COMPANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1848 ***********************************************************************
 OC1848  DESIGNATION -  MEDICAL
 OC1848  PID         -  OC1848
 OC1848  STATE/COUNTY-  ME/CUMBERLAND
 OC1848  USGS QUAD   -  PORTLAND WEST (1978)
 OC1848
 OC1848                         *CURRENT SURVEY CONTROL
 OC1848  ___________________________________________________________________
 OC1848* NAD 83(1996)-  43 39 12.05952(N)    070 16 32.56592(W)     ADJUSTED  
 OC1848* NAVD 88     -        87.4    (meters)     287.     (feet)  VERTCON   
 OC1848  ___________________________________________________________________
 OC1848  LAPLACE CORR-           3.71  (seconds)                    DEFLEC99
 OC1848  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 OC1848
 OC1848  HORZ ORDER  -  FIRST
 OC1848
 OC1848.The horizontal coordinates were established by classical geodetic methods
 OC1848.and adjusted by the National Geodetic Survey in March 1998..
 OC1848
 OC1848.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC1848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC1848
 OC1848.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1848
 OC1848.The geoid height was determined by GEOID03.
 OC1848
 OC1848;                    North         East     Units Scale Factor Converg.
 OC1848;SPC ME W     -    91,104.512   891,203.360   MT  0.99996762   -0 04 31.0
 OC1848;UTM  19      - 4,834,162.976   397,126.838   MT  0.99973017   -0 52 50.5
 OC1848
 OC1848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1848!SPC ME W     -   0.99999040  x   0.99996762  =   0.99995802
 OC1848!UTM  19      -   0.99999040  x   0.99973017  =   0.99972057
 OC1848
 OC1848|---------------------------------------------------------------------|
 OC1848| PID    Reference Object                     Distance      Geod. Az  |
 OC1848|                                                           dddmmss.s |
 OC1848| CE8314 MEDICAL RM 1                         10.247 METERS 00835     |
 OC1848| OC1656 MUNJOY HILL OBSERVATORY             APPROX. 2.6 KM 0585444.0 |
 OC1848| OC1815 PORTLAND CATH CATHEDRAL SPIRE       APPROX. 1.9 KM 0605532.6 |
 OC1848| OC1795 GREAT DIAMOND IS STANDPIPE          APPROX. 7.3 KM 0625600.9 |
 OC1848| OC1829 PORTLAND CITY HALL                  APPROX. 1.6 KM 0660414.3 |
 OC1848| OC1851 PORTLAND NETT MICROWAVE LIGHT       APPROX. 1.0 KM 0732352.0 |
 OC1848| OC1790 PEAKS ISLAND STANDPIPE              APPROX. 6.6 KM 0862819.3 |
 OC1848| OC1839 SOUTH PORTLAND PWRHSE NE STACK      APPROX. 2.1 KM 1200658.0 |
 OC1848| OC1789 SOUTH PORTLAND CONG SPIRE           APPROX. 3.6 KM 1245008.1 |
 OC1848| OC1845 PORTLAND APT OBSTR LIGHT            APPROX. 0.8 KM 1801650.6 |
 OC1848| OC1864 SOUTH PORTLAND METH SPIRE           APPROX. 2.7 KM 1932345.6 |
 OC1848| OC1145 POR 4                               388.070 METERS 19604     |
 OC1848| OC1842 SOUTH PORTLAND BOYS CTR MAST        APPROX. 3.1 KM 2362713.0 |
 OC1848| CE8315 MEDICAL RM 2                         10.066 METERS 26319     |
 OC1848| OC1164 GERALD                              APPROX. 4.8 KM 2981123.3 |
 OC1848| OC1857 PORTLAND ST JOSEPHS CONVENT         APPROX. 3.2 KM 3331213.1 |
 OC1848| OC1855 PORTLAND WOODFORDS CONG CH          APPROX. 2.2 KM 3332221.4 |
 OC1848| OC1858 PORTLAND AMERICAN CAN TANK          APPROX. 3.3 KM 3445150.4 |
 OC1848| OC1860 PORTLAND FINEST TANK                APPROX. 3.6 KM 3453042.3 |
 OC1848| OC1859 PORTLAND AMERICAN CAN STACK         APPROX. 3.3 KM 3460452.2 |
 OC1848|---------------------------------------------------------------------|
 OC1848
 OC1848                          SUPERSEDED SURVEY CONTROL
 OC1848
 OC1848  NAD 83(1992)-  43 39 12.05816(N)    070 16 32.56680(W) AD(       ) 1
 OC1848  NAD 83(1986)-  43 39 12.06409(N)    070 16 32.57242(W) AD(       ) 1
 OC1848  NAD 27      -  43 39 11.77227(N)    070 16 34.40935(W) AD(       ) 1
 OC1848  NGVD 29 (07/19/86)   87.6    (m)          287.     (f) VERT ANG       
 OC1848
 OC1848.Superseded values are not recommended for survey control.
 OC1848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1848.See file dsdata.txt to determine how the superseded data were derived.
 OC1848
 OC1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9712734163(NAD 83)
 OC1848_MARKER: DD = SURVEY DISK
 OC1848_SETTING: 0 = UNSPECIFIED SETTING
 OC1848
 OC1848  HISTORY     - Date     Condition        Report By
 OC1848  HISTORY     - 1975     MONUMENTED       MEDT
 OC1848  HISTORY     - 19910711 GOOD             USPSQD
 OC1848
 OC1848                          STATION DESCRIPTION
 OC1848
 OC1848'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975 (RCA)
 OC1848'THE STATION IS LOCATED IN THE SOUTHWESTERN PART OF PORTLAND ON THE
 OC1848'ELEVATOR SHAFT ROOF OF THE MAINE MEDICAL CENTER BUILDING.
 OC1848'
 OC1848'TO REACH THE STATION FROM THE MAINE MEDICAL CENTER GO TO THE
 OC1848'HOSPITAL ENGINEERING ROOM, FIRST FLOOR, WHERE PERMISSION TO USE
 OC1848'THE STATION MUST BE OBTAINED.  THERE THE ENGINEERS WILL ESTABLISH
 OC1848'PROCEDURES FOR USE OF THE STATION AND WILL GUIDE PEOPLE TO THE
 OC1848'ROOF.
 OC1848'
 OC1848'THE STATION IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION DISK
 OC1848'STAMPED MEDICAL 1974, SET IN THE TOP OF A 8-INCH PRE-CAST
 OC1848'CONCRETE POST WHICH WAS BONDED TO THE ROOF.  THE POST PROJECTS
 OC1848'ABOUT 8 INCHES ABOVE THE ROOF.  IT IS 33.7 FEET SOUTHEAST OF THE
 OC1848'NORTHWEST CORNER OF THE ROOF, 34.1 FEET SOUTHWEST OF THE
 OC1848'NORTHEAST CORNER OF THE ROOF, 34.7 FEET NORTHWEST OF THE
 OC1848'SOUTHEAST CORNER OF THE ROOF AND 35.1 FEET NORTHEAST OF THE
 OC1848'SOUTHWEST CORNER OF THE ROOF.
 OC1848'
 OC1848'REFERENCE MARK 1 IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 OC1848'DISK STAMPED MEDICAL RM 1 1974, CEMENTED IN A DRILL HOLE IN THE
 OC1848'NORTHEAST WALL.  IT IS 2.2 FEET SOUTHEAST OF THE NORTHEAST CORNER
 OC1848'OF THE ROOF.
 OC1848'
 OC1848'REFERENCE MARK 2 IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 OC1848'DISK STAMPED MEDICAL RM 2 1974, CEMENTED IN A DRILL HOLE IN THE
 OC1848'NORTHWEST WALL.  IT IS 2.1 FEET SOUTHWEST OF THE NORTHWEST CORNER
 OC1848'OF THE ROOF.
 OC1848'
 OC1848'NO AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 OC1848'
 OC1848'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 OC1848
 OC1848                          STATION RECOVERY (1991)
 OC1848
 OC1848'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OC1848'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1938 ***********************************************************************
 QF1938  DESIGNATION -  MEDSELENE TABLET IBC
 QF1938  PID         -  QF1938
 QF1938  STATE/COUNTY-  ME/AROOSTOOK
 QF1938  USGS QUAD   -  ORIENT (1989)
 QF1938
 QF1938                         *CURRENT SURVEY CONTROL
 QF1938  ___________________________________________________________________
 QF1938* NAD 83(1996)-  45 47 23.41528(N)    067 48 31.90208(W)     ADJUSTED  
 QF1938* NAVD 88     -       133.     (meters)     436.     (feet)  SCALED    
 QF1938  ___________________________________________________________________
 QF1938  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 QF1938  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 QF1938
 QF1938  HORZ ORDER  -  THIRD
 QF1938
 QF1938.The horizontal coordinates were established by classical geodetic methods
 QF1938.and adjusted by the National Geodetic Survey in March 1998..
 QF1938
 QF1938.The orthometric height was scaled from a topographic map.
 QF1938
 QF1938.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1938
 QF1938.The geoid height was determined by GEOID03.
 QF1938
 QF1938;                    North         East     Units Scale Factor Converg.
 QF1938;SPC ME E     -   236,149.204   353,734.779   MT  0.99993549   +0 29 43.5
 QF1938;UTM  19      - 5,071,387.283   592,580.992   MT  0.99970537   +0 51 13.9
 QF1938
 QF1938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1938!SPC ME E     -   0.99998289  x   0.99993549  =   0.99991839
 QF1938!UTM  19      -   0.99998289  x   0.99970537  =   0.99968827
 QF1938
 QF1938                          SUPERSEDED SURVEY CONTROL
 QF1938
 QF1938  NAD 83(1992)-  45 47 23.41244(N)    067 48 31.90054(W) AD(       ) 3
 QF1938  NAD 83(1986)-  45 47 23.41727(N)    067 48 31.92017(W) AD(       ) 3
 QF1938  NAD 27      -  45 47 23.20600(N)    067 48 33.87600(W) AD(       ) 3
 QF1938
 QF1938.Superseded values are not recommended for survey control.
 QF1938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1938.See file dsdata.txt to determine how the superseded data were derived.
 QF1938
 QF1938_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9258171387(NAD 83)
 QF1938_MARKER: DD = SURVEY DISK
 QF1938_SETTING: 80 = SET IN A BOULDER
 QF1938_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF1938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1938+STABILITY: SURFACE MOTION
 QF1938
 QF1938  HISTORY     - Date     Condition        Report By
 QF1938  HISTORY     - 1911     MONUMENTED       IBC
 QF1938  HISTORY     - 1955     GOOD             IBC
 QF1938  HISTORY     - 1972     GOOD             IBC
 QF1938
 QF1938                          STATION DESCRIPTION
 QF1938
 QF1938'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JEM)
 QF1938'ABOUT 15 FEET OFFSHORE AT HIGH WATER FROM THE EXTREME SE POINT OF
 QF1938'HALF MOON ISLAND IN GRAND LAKE, ON A GRANITE ROCK 8 BY 4-1/2 FEET
 QF1938'AND 4 FEET HIGH, WITH ITS TOP JUST ABOVE HIGH WATER.
 QF1938'
 QF1938'STATION MARK IS A BOUNDARY BRONZE DISK SET IN A DRILL HOLE IN THE
 QF1938'ROCK.
 QF1938
 QF1938                          STATION RECOVERY (1955)
 QF1938
 QF1938'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1938'STATION RECOVERED IN GOOD CONDITION.
 QF1938
 QF1938                          STATION RECOVERY (1972)
 QF1938
 QF1938'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1938'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0349 ***********************************************************************
 OB0349  DESIGNATION -  MEDUMCOOK HILL
 OB0349  PID         -  OB0349
 OB0349  STATE/COUNTY-  ME/KNOX
 OB0349  USGS QUAD   -  FRIENDSHIP (1973)
 OB0349
 OB0349                         *CURRENT SURVEY CONTROL
 OB0349  ___________________________________________________________________
 OB0349* NAD 83(1996)-  43 58 31.47675(N)    069 19 23.78107(W)     ADJUSTED  
 OB0349* NAVD 88     -        49.     (meters)     161.     (feet)  SCALED    
 OB0349  ___________________________________________________________________
 OB0349  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 OB0349  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 OB0349
 OB0349  HORZ ORDER  -  THIRD
 OB0349
 OB0349.The horizontal coordinates were established by classical geodetic methods
 OB0349.and adjusted by the National Geodetic Survey in March 1998..
 OB0349
 OB0349.The orthometric height was scaled from a topographic map.
 OB0349
 OB0349.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0349
 OB0349.The geoid height was determined by GEOID03.
 OB0349
 OB0349;                    North         East     Units Scale Factor Converg.
 OB0349;SPC ME E     -    34,630.191   233,947.701   MT  0.99995364   -0 34 18.0
 OB0349;SPC ME W     -   127,227.061   967,671.202   MT  1.00002297   +0 35 08.3
 OB0349;UTM  19      - 4,869,192.503   474,071.206   MT  0.99960827   -0 13 28.1
 OB0349
 OB0349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0349!SPC ME E     -   0.99999632  x   0.99995364  =   0.99994996
 OB0349!SPC ME W     -   0.99999632  x   1.00002297  =   1.00001929
 OB0349!UTM  19      -   0.99999632  x   0.99960827  =   0.99960460
 OB0349
 OB0349:                Primary Azimuth Mark                     Grid Az
 OB0349:SPC ME E     -  HATCHET COVE N OF RED HSE CHIM           003 06 38.7
 OB0349:SPC ME W     -  HATCHET COVE N OF RED HSE CHIM           001 57 12.4
 OB0349:UTM  19      -  HATCHET COVE N OF RED HSE CHIM           002 45 48.8
 OB0349
 OB0349|---------------------------------------------------------------------|
 OB0349| PID    Reference Object                     Distance      Geod. Az  |
 OB0349|                                                           dddmmss.s |
 OB0349| OB0350 HATCHET COVE N OF RED HSE CHIM      APPROX. 0.7 KM 0023220.7 |
 OB0349| OB0328 TURKEY CHURCH                       APPROX. 7.1 KM 1171240.7 |
 OB0349| OB0353 EAST COVE WHITE HOUSE CHIMNEY       APPROX. 1.7 KM 1350127.2 |
 OB0349| OB0352 BURTONS ISLAND RED HOUSE CHIM       APPROX. 3.2 KM 1644816.7 |
 OB0349| OB0348 CARVERS ISLAND                      APPROX. 2.9 KM 1834738.2 |
 OB0349| OB0345 LONG ISLAND RED HOUSE CHIMNEY       APPROX. 2.5 KM 2073707.8 |
 OB0349| OB0330 WHITE HOUSE CHIMNEY                 APPROX. 2.7 KM 2124059.7 |
 OB0349| OB0340 NORTHWEST PT WHITE HOUSE CHIM       APPROX. 2.3 KM 2295700.9 |
 OB0349| OB0343 BRICK HOUSE EAST CHIMNEY            APPROX. 1.4 KM 2574329.3 |
 OB0349| OB0335 RED HOUSE CHIMNEY                   APPROX. 3.0 KM 2714843.8 |
 OB0349| OB0346 ONE STORY WHITE HOUSE CHIM          APPROX. 0.9 KM 2830333.5 |
 OB0349| OB0331 WHITE HOUSE CUPOLA                  APPROX. 1.2 KM 3033646.9 |
 OB0349|---------------------------------------------------------------------|
 OB0349
 OB0349                          SUPERSEDED SURVEY CONTROL
 OB0349
 OB0349  NAD 83(1992)-  43 58 31.48043(N)    069 19 23.76550(W) AD(       ) 3
 OB0349  NAD 83(1986)-  43 58 31.48497(N)    069 19 23.77193(W) AD(       ) 3
 OB0349  NAD 27      -  43 58 31.21000(N)    069 19 25.54000(W) AD(       ) 3
 OB0349
 OB0349.Superseded values are not recommended for survey control.
 OB0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0349.See file dsdata.txt to determine how the superseded data were derived.
 OB0349
 OB0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ7407169193(NAD 83)
 OB0349
 OB0349  HISTORY     - Date     Condition        Report By
 OB0349  HISTORY     - UNK      MONUMENTED
 OB0349  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OB0349
 OB0349                          STATION DESCRIPTION
 OB0349
 OB0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FLP)
 OB0349'A SEARCH WAS MADE ON A LEDGE ON THE TOP OF A PROMINENT HILL
 OB0349'BETWEEN FRIENDSHIP HARBOR AND THE MEDUMCOOK RIVER, BUT NO MARK WAS
 OB0349'FOUND.  PLANE-TABLE AND AIR COMPILATION METHODS MIGHT LOCATE THE
 OB0349'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0698 ***********************************************************************
 RE0698  DESIGNATION -  MEDUX RESET
 RE0698  PID         -  RE0698
 RE0698  STATE/COUNTY-  ME/AROOSTOOK
 RE0698  USGS QUAD   -  HOULTON NORTH (1984)
 RE0698
 RE0698                         *CURRENT SURVEY CONTROL
 RE0698  ___________________________________________________________________
 RE0698* NAD 83(1996)-  46 08 20.79008(N)    067 49 51.33738(W)     ADJUSTED  
 RE0698* NAVD 88     -       123.6    (meters)     406.     (feet)  VERTCON   
 RE0698  ___________________________________________________________________
 RE0698  LAPLACE CORR-           3.32  (seconds)                    DEFLEC99
 RE0698  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 RE0698
 RE0698  HORZ ORDER  -  SECOND
 RE0698
 RE0698.The horizontal coordinates were established by classical geodetic methods
 RE0698.and adjusted by the National Geodetic Survey in March 1998..
 RE0698
 RE0698.The NAVD 88 height was computed by applying the VERTCON shift value to
 RE0698.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RE0698
 RE0698.The Laplace correction was computed from DEFLEC99 derived deflections.
 RE0698
 RE0698.The geoid height was determined by GEOID03.
 RE0698
 RE0698;                    North         East     Units Scale Factor Converg.
 RE0698;SPC ME E     -   274,952.304   351,693.346   MT  0.99993284   +0 28 56.7
 RE0698;UTM  19      - 5,110,167.836   590,296.661   MT  0.99970023   +0 50 34.8
 RE0698
 RE0698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RE0698!SPC ME E     -   0.99998431  x   0.99993284  =   0.99991715
 RE0698!UTM  19      -   0.99998431  x   0.99970023  =   0.99968455
 RE0698
 RE0698|---------------------------------------------------------------------|
 RE0698| PID    Reference Object                     Distance      Geod. Az  |
 RE0698|                                                           dddmmss.s |
 RE0698| DA5509 MEDUX RM 2                           27.050 METERS 05606     |
 RE0698| DA5510 MEDUX RM 3                           17.764 METERS 11115     |
 RE0698| RE0694 HOULTON GARRISON HILL FLAGPOLE      APPROX. 1.7 KM 1314858.1 |
 RE0698| DA5508 MEDUX RM 1                           39.607 METERS 15555     |
 RE0698| RE0703 HOULTON TV INC MAST                 APPROX. 2.3 KM 1683512.6 |
 RE0698| DA5507 MEDUX AZ MK                                        1911529.7 |
 RE0698| RE0696 HOULTON RADIO STA WHOU MAST         APPROX. 1.1 KM 3095603.1 |
 RE0698| RE0697 HOULTON MAINE ST POLICE MAST        APPROX. 2.7 KM 3432329.6 |
 RE0698|---------------------------------------------------------------------|
 RE0698
 RE0698                          SUPERSEDED SURVEY CONTROL
 RE0698
 RE0698  NAD 83(1992)-  46 08 20.78703(N)    067 49 51.33761(W) AD(       ) 2
 RE0698  NAD 83(1986)-  46 08 20.79321(N)    067 49 51.36554(W) AD(       ) 2
 RE0698  NAD 27      -  46 08 20.60230(N)    067 49 53.30980(W) AD(       ) 2
 RE0698  NGVD 29 (07/19/86)  123.8    (m)          406.     (f) VERT ANG       
 RE0698
 RE0698.Superseded values are not recommended for survey control.
 RE0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0698.See file dsdata.txt to determine how the superseded data were derived.
 RE0698
 RE0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM9029710168(NAD 83)
 RE0698_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RE0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RE0698
 RE0698  HISTORY     - Date     Condition        Report By
 RE0698  HISTORY     - 1959     MONUMENTED       CGS
 RE0698  HISTORY     - 1975     SEE DESCRIPTION  NGS
 RE0698  HISTORY     - 1981     MARK NOT FOUND   MEDT
 RE0698
 RE0698                          STATION DESCRIPTION
 RE0698
 RE0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (HRL)
 RE0698'STATION IS LOCATED 1 MILE NORTH-NORTHEAST OF HOULTON, 1/4
 RE0698'MILE WEST OF THE MEDUXNEKEAG RIVER AND 1/2 MILE EAST OF
 RE0698'U.S. HIGHWAY NO. 1.  STATION, A STANDARD DISK SET IN A 12X12
 RE0698'INCH CONCRETE MONUMENT AND STAMPED MEDUX 1959 IS 51 FEET NORTH
 RE0698'OF NORTHEAST CORNER OF POTATO FIELD AND 4.5 FEET SOUTH OF WITNESS
 RE0698'POST.
 RE0698'
 RE0698'TO REACH FROM THE ROTARY TRAFFIC CIRCLE IN HOULTON, GO NORTH ON
 RE0698'U.S. HIGHWAYS NO. 1 AND 2 FOR 0.2 MILE TO THE JUNCTION OF
 RE0698'U.S. HIGHWAYS NO. 1 AND 2.  CONTINUE NORTH ON U.S. HIGHWAY NO. 1
 RE0698'FOR 0.6 MILE TO DRIVEWAY RIGHT (EAST), TURN RIGHT AND GO FOR 0.05
 RE0698'MILE TO THE EAST SIDE OF HOUSE AND FORK.  TAKE RIGHT FORK AND
 RE0698'CONTINUE FOR 0.15 MILE TO FORK, TAKE LEFT FORK AND BEAR
 RE0698'NORTHEAST FOR 0.15 MILE TO SOUTHWEST CORNER OF WOODS.  BEAR
 RE0698'RIGHT (EAST) ALONG SOUTH SIDE OF WOODS FOR 0.2 MILE TO STATION
 RE0698'ON LEFT AS DESCRIBED.  TO REACH AZIMUTH MARK CONTINUE ON FIELD
 RE0698'ROAD IN A SOUTHERLY DIRECTION FOR 0.4 MILE TO EDGE OF WOODS AND
 RE0698'AZIMUTH MARK AS DESCRIBED.
 RE0698'
 RE0698'REFERENCE MARK NO. 1, A STANDARD DISK SET IN A 12X12 INCH
 RE0698'CONCRETE MONUMENT AND STAMPED MEDUX NO 1 1959 IS 25 FEET EAST OF
 RE0698'POTATO FIELD AND 2 FEET WEST OF WEST EDGE OF WOODS.  THE MARK IS
 RE0698'FLUSH WITH THE GROUND.
 RE0698'
 RE0698'REFERENCE MARK NO. 2, A STANDARD DISK SET IN A 12X12 INCH
 RE0698'CONCRETE MONUMENT AND STAMPED MEDUX NO 2 1959 IS 100 FEET INTO THE
 RE0698'WOODS NORTH OF THE NORTHEAST CORNER AND 3 FEET NORTHEAST OF A 4
 RE0698'INCH BEECH TREE.  THE MARK IS FLUSH WITH THE GROUND.
 RE0698'
 RE0698'AZIMUTH MARK, A STANDARD DISK SET IN A 12X12 INCH CONCRETE
 RE0698'MONUMENT AND STAMPED MEDUX 1959 IS 2 FEET NORTHWEST OF WITNESS
 RE0698'POST, 11 FEET SOUTH OF SOUTH EDGE OF FIELD AND 2 FEET NORTH OF
 RE0698'NORTH EDGE OF WOODS.  THE MARK IS FLUSH WITH THE GROUND.
 RE0698'
 RE0698'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 RE0698
 RE0698                          STATION RECOVERY (1975)
 RE0698
 RE0698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 RE0698'THE UNDER GROUND MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 RE0698'RECOVERED AND FOUND IN GOOD CONDITION, THE SURFACE MARK WAS FOUND
 RE0698'BROKEN OFF ABOUT A FOOT FROM THE TOP, REFERENCE MARK 1 WAS FOUND
 RE0698'LYING OUT ON TOP OF GROUND, A NEW SURFACE MARK AND REFERENCE MARK
 RE0698'3 WERE ESTABLISHED AT THIS TIME.  NO INTERSECTION STATION VISIBLE
 RE0698'FROM THE GROUND.
 RE0698'
 RE0698'STATION IS LOCATED ABOUT 1 MILE NORTH-NORTHEAST OF HOULTON, ABOUT
 RE0698'1/2 MILE EAST OF U.S. HIGHWAY 1, ABOUT 1/4 MILE SOUTH OF INTERSTATE
 RE0698'HIGHWAY 95, ABOUT 1/4 MILE WEST OF THE MEDUXNEKEAG RIVER AND ON
 RE0698'THE PROPERTY OWNED BY MRS L. PUTNAM.
 RE0698'
 RE0698'TO REACH THE STATION FROM THE TRAFFIC CIRCLE IN HOULTON, GO NORTH
 RE0698'ON U.S. HIGHWAYS 1 AND 2 FOR 0.2 MILE TO POINT WHERE U.S. HIGHWAY
 RE0698'2 TURNS LEFT, CONTINUE NORTH ON U.S. HIGHWAY 1 FOR 0.65 MILE TO
 RE0698'A FIELD ROAD ON RIGHT, JUST AFTER PASSING THE LAST HOUSE ON RIGHT
 RE0698'AND ABOUT 0.1 MILE SOUTH OF INTERSTATE HIGHWAY 95.  TURN RIGHT,
 RE0698'GO EAST ON FIELD ROAD FOR 0.25 MILE TO FORKS (TO REACH AZIMUTH
 RE0698'MARK, TURN RIGHT, GO SOUTH ON FIELD ROAD FOR 0.15 MILE TO EDGE
 RE0698'OF TREES, TURN LEFT, GO EAST ALONG EDGE OF TREES FOR 0.1 MILE TO
 RE0698'THE AZIMUTH MARK ON RIGHT.).  KEEP LEFT FORK AND CONTINUE EAST ON
 RE0698'FIELD ROAD FOR 0.1 MILE, TURN LEFT, GO NORTH FOR 0.1 MILE TO
 RE0698'EDGE OF TREES, TURN RIGHT, GO EAST ALONG SOUTH EDGE OF TREE FOR
 RE0698'0.2 MILE TO THE NORTHEAST CORNER OF FIELD AND STATION AT THE
 RE0698'SOUTH EDGE OF WOODS.
 RE0698'
 RE0698'STATION MARK A STANDARD DISK SET TOP OF A 12 INCH SQUARE CONCRETE
 RE0698'MONUMENT ABOUT 2 INCHES BELOW GROUND AND THE DISK IS STAMPED
 RE0698'MEDUX 1959 1975.  IT IS 6.5 FEET EAST OF CENTER OF A DIM TRACK
 RE0698'ROAD LEADING INTO WOODS AND 3.5 FEET WEST-SOUTHWEST OF WITNESS
 RE0698'POST.
 RE0698'
 RE0698'REFERENCE MARK 2 A STANDARD DISK SET IN TOP OF A 12 INCH SQUARE
 RE0698'CONCRETE MONUMENT PROJECTING ABOUT 2 INCHES ABOVE GROUND AND THE
 RE0698'DISK IS STAMPED MEDUX NO 2 1959.  IT IS SURROUNDED BY HEAVY GROWTH
 RE0698'OF TREES AND IS 85 FEET NORTHEAST OF WITNESS POST.
 RE0698'
 RE0698'REFERENCE MARK 3 A STANDARD DISK SET TOP OF A 12 INCH SQUARE
 RE0698'CONCRETE MONUMENT FLUSH WITH THE SURFACE OF THE GROUND AND THE
 RE0698'DISK IS STAMPED MEDUX 1959 NO 3 1975.  IT IS AT THE EDGE OF THE
 RE0698'WOODS AND IS 56.5 FEET SOUTHEAST OF WITNESS POST.
 RE0698'
 RE0698'AZIMUTH MARK A STANDARD DISK SET TOP OF A 12 INCH SQUARE CONCRETE
 RE0698'MONUMENT PROJECTING ABOUT 3 INCHES ABOVE GROUND AND IS STAMPED
 RE0698'MEDUX 1959.  IT IS AT THE NORTH EDGE OF WOOD, SOUTH EDGE OF FIELD,
 RE0698'22 FEET SOUTH OF CENTER OF FIELD ROAD AND 1.6 FEET EAST OF WITNESS
 RE0698'POST.
 RE0698'
 RE0698'NO MEASUREMENT BETWEEN RMS
 RE0698'
 RE0698'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RE0698'1 MILE NORTH-NORTHEAST OF HOULTON.
 RE0698
 RE0698                          STATION RECOVERY (1981)
 RE0698
 RE0698'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1981 (BJR)
 RE0698'MEDUX SEARCHED FOR, NOT FOUND.
 RE0698'
 RE0698'MEDUX NO. 1 - 1959 SEARCHED FOR, NOT FOUND.
 RE0698'
 RE0698'MEDUX NO. 2 - 1959 RECOVERED GOOD.
 RE0698'
 RE0698'AZ - MEDUX - 1959 RECOVERED GOOD.
 RE0698'
 RE0698'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1 MI.
 RE0698'NORTH-NORTHEAST OF HOULTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0628 ***********************************************************************
 QG0628  DESIGNATION -  MEDWAY
 QG0628  PID         -  QG0628
 QG0628  STATE/COUNTY-  ME/PENOBSCOT
 QG0628  USGS QUAD   -  MEDUNKEUNK LAKE (1988)
 QG0628
 QG0628                         *CURRENT SURVEY CONTROL
 QG0628  ___________________________________________________________________
 QG0628* NAD 83(1996)-  45 36 20.33804(N)    068 31 39.36882(W)     ADJUSTED  
 QG0628* NAVD 88     -        85.013  (meters)     278.91   (feet)  ADJUSTED  
 QG0628  ___________________________________________________________________
 QG0628  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 QG0628  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 QG0628  DYNAMIC HT  -          85.014 (meters)     278.92  (feet)  COMP
 QG0628  MODELED GRAV-     980,629.3   (mgal)                       NAVD 88
 QG0628
 QG0628  HORZ ORDER  -  SECOND
 QG0628  VERT ORDER  -  SECOND    CLASS 0
 QG0628
 QG0628.The horizontal coordinates were established by classical geodetic methods
 QG0628.and adjusted by the National Geodetic Survey in March 1998..
 QG0628
 QG0628.The orthometric height was determined by differential leveling
 QG0628.and adjusted by the National Geodetic Survey in June 1991..
 QG0628
 QG0628.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG0628
 QG0628.The geoid height was determined by GEOID03.
 QG0628
 QG0628.The dynamic height is computed by dividing the NAVD 88
 QG0628.geopotential number by the normal gravity value computed on the
 QG0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0628.degrees latitude (g = 980.6199 gals.).
 QG0628
 QG0628.The modeled gravity was interpolated from observed gravity values.
 QG0628
 QG0628;                    North         East     Units Scale Factor Converg.
 QG0628;SPC ME E     -   215,447.646   297,846.900   MT  0.99990006   -0 01 11.0
 QG0628;UTM  19      - 5,050,342.474   536,837.814   MT  0.99961668   +0 20 15.2
 QG0628
 QG0628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG0628!SPC ME E     -   0.99999049  x   0.99990006  =   0.99989055
 QG0628!UTM  19      -   0.99999049  x   0.99961668  =   0.99960717
 QG0628
 QG0628|---------------------------------------------------------------------|
 QG0628| PID    Reference Object                     Distance      Geod. Az  |
 QG0628|                                                           dddmmss.s |
 QG0628| QG1437 MEDWAY 2                             50.109 METERS 15317     |
 QG0628| QG0619 YORK                                APPROX. 2.3 KM 1543918.1 |
 QG0628| QG0629 MEDWAY RM 1                          15.639 METERS 20042     |
 QG0628| QG0627 MEDWAY RM 2                          15.756 METERS 33514     |
 QG0628| QG1434 MEDWAY HIGH SCHOOL BELFRY           453.210 METERS 3413631.8 |
 QG0628|---------------------------------------------------------------------|
 QG0628
 QG0628                          SUPERSEDED SURVEY CONTROL
 QG0628
 QG0628  NAD 83(1992)-  45 36 20.33766(N)    068 31 39.36618(W) AD(       ) 2
 QG0628  NAD 83(1986)-  45 36 20.34425(N)    068 31 39.37252(W) AD(       ) 2
 QG0628  NAD 27      -  45 36 20.14470(N)    068 31 41.26740(W) AD(       ) 2
 QG0628  NGVD 29 (??/??/92)   85.211  (m)          279.56   (f) ADJ UNCH    2 0
 QG0628
 QG0628.Superseded values are not recommended for survey control.
 QG0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0628.See file dsdata.txt to determine how the superseded data were derived.
 QG0628
 QG0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL3683850342(NAD 83)
 QG0628_MARKER: DS = TRIANGULATION STATION DISK
 QG0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0628_STAMPING: MEDWAY 1958
 QG0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0628+STABILITY: SURFACE MOTION
 QG0628
 QG0628  HISTORY     - Date     Condition        Report By
 QG0628  HISTORY     - 1958     MONUMENTED       CGS
 QG0628  HISTORY     - 1959     GOOD             NGS
 QG0628  HISTORY     - 1976     SEE DESCRIPTION  NGS
 QG0628  HISTORY     - 1981     GOOD             MEDT
 QG0628  HISTORY     - 19860421 MARK NOT FOUND   USPSQD
 QG0628  HISTORY     - 19930622 MARK NOT FOUND   USPSQD
 QG0628
 QG0628                          STATION DESCRIPTION
 QG0628
 QG0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 QG0628'STATION IS LOCATED ABOUT 1/4 MILE NORTHEAST OF THE PENOBSCOT RIVER
 QG0628'AND IN THE VILLAGE OF MEDWAY.  STATION IS 59 FEET WEST NORTHWEST
 QG0628'OF THE NORTHWEST CORNER OF CHURCH, 20 FEET NORTH NORTHEAST OF THE
 QG0628'APPROXIMATE CENTER OF GRAVEL ROAD, 5 FEET EAST OF UTILITY POLE,
 QG0628'3.5 FEET SOUTH SOUTHEAST OF WITNESS POST AND 2.5 FEET WEST
 QG0628'SOUTHWEST OF CEMETERY FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND
 QG0628'THE DISK IS STAMPED MEDWAY 1958.
 QG0628'
 QG0628'REFERENCE MARK NO. 1 IS 16 FEET WEST SOUTHWEST OF THE APPROXIMATE
 QG0628'CENTER OF GRAVEL ROAD.  THE MARK PROJECTS ABOUT 2 INCHES AND THE
 QG0628'DISK IS STAMPED MEDWAY NO. 1 1958.
 QG0628'
 QG0628'REFERENCE MARK NO. 2 IS 21 FEET NORTH NORTHEAST OF THE APPROXIMATE
 QG0628'CENTER OF GRAVEL ROAD AND 3 FEET WEST SOUTHWEST OF CEMETERY
 QG0628'FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 QG0628'MEDWAY NO. 2 1958.
 QG0628'
 QG0628'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 11 AND 157 IN
 QG0628'THE NORTH EDGE OF MEDWAY GO SOUTHEAST ON BLACKTOP ROAD FOR 0.4 MILE
 QG0628'TO A SIDE ROAD LEFT.  TURN LEFT AND GO ABOUT 50 YARDS TO A SIDE
 QG0628'ROAD RIGHT.  TURN RIGHT AND GO SOUTHEAST FOR 0.2 MILE TO CEMETERY
 QG0628'AND STATION ON LEFT JUST BEFORE REACHING CHURCH ON LEFT.
 QG0628'
 QG0628'STATION NICATOU IS INTERVISIBLE FROM THE GROUND AND MAY BE USED
 QG0628'AS AZIMUTH MARK.
 QG0628'
 QG0628'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 QG0628
 QG0628                          STATION RECOVERY (1959)
 QG0628
 QG0628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 QG0628'AT MEDWAY.
 QG0628'AT MEDWAY - ABOUT 0.4 MILE SOUTHEAST ALONG BLACKTOP ROAD FROM
 QG0628'JUNCTION OF STATE HIGHWAYS 11 AND 157, THENCE 0.05 MILE EAST
 QG0628'ALONG BLACKTOP ROAD, THENCE SOUTHEAST FOR 0.2 MILE, 59 FEET
 QG0628'WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE MEDWAY CONGREGATIONAL
 QG0628'CHURCH, 20 FEET NORTHEAST OF CENTER LINE OF ROAD, 5 FEET EAST
 QG0628'OF A POWER LINE POLE, 3.5 FEET SOUTH-SOUTHEAST OF WITNESS POST,
 QG0628'2.5 FEET WEST-SOUTHWEST OF CEMENTERY FENCE, SET IN TOP OF A
 QG0628'CONCRETE POST PROJECTING 4 INCHES AND ABOUT LEVEL WITH THE ROAD.
 QG0628
 QG0628                          STATION RECOVERY (1976)
 QG0628
 QG0628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 QG0628'THE UNDERGROUND MARK AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 QG0628'CONDITION, THE STATION SURFACE MARK AND REFERENCE MARK 1 HAVE BEEN
 QG0628'DESTROYED.  STATION MEDWAY 2 WAS ESTABLISHED AT THIS TIME, THE
 QG0628'UNDERGROUND MARK WAS LEFT IN PLACE AFTER TIE WAS MADE TO MEDWAY 2.
 QG0628'
 QG0628'STATION IS LOCATED ABOUT 1-1/2 MILES SOUTH OF MILLINOCKET, ABOUT
 QG0628'1/4 MILE NORTHEAST OF THE PENOBSCOT RIVER, IN THE VILLAGE OF MEDWAY
 QG0628'AND IS IN FRONT OF THE OLD MEDWAY CONGREGATIONAL CHURCH AND
 QG0628'CEMETERY.
 QG0628'
 QG0628'THE UNDERGROUND MARK IS A STANDARD DISK SET IN A MASS OF CONCRETE
 QG0628'ABOUT 1 FOOT BELOW THE GROUND LEVEL, IN THE ROAD DITCH AND IS
 QG0628'STAMPED MEDWAY 1958.  IT IS 60 FEET NORTHWEST OF THE NORTHWEST
 QG0628'CORNER OF CHURCH, 18 FEET EAST OF CENTER OF ROAD, 16.2 FEET
 QG0628'NORTH-NORTHWEST OF WITNESS POST, 15 FEET NORTH OF THE SOUTHWEST
 QG0628'CORNER OF CEMETERY FENCE, 7.5 FEET SOUTHEAST OF POWER POLE
 QG0628'SPP-5354.0 FEET SOUTH OF A WITNESS POST AND 2.6 FEET WEST OF
 QG0628'FENCE AROUND CEMETERY.
 QG0628'
 QG0628'REFERENCE MARK 2 IS A STANDARD DISK SET IN TOP OF 12 INCH SQUARE
 QG0628'CONCRETE MONUMENT PROJECTING ABOUT 2 INCHES ABOVE GROUND AND IS
 QG0628'STAMPED MEDWAY NO 2 1958.  IT IS 75 FEET SOUTH OF A DRIVEWAY, 48.0
 QG0628'FEET NORTH OF WITNESS POST, 46 FEET NORTH OF POWER POLE SPP-535,
 QG0628'20 FEET EAST OF CENTER OF ROAD, 2.5 FEET WEST OF FENCE AROUND
 QG0628'CEMETERY AND IS ON ROAD RIGHT-OF-WAY.
 QG0628'
 QG0628'MEDWAY 2 IS A STANDARD DISK SET TOP OF A 12 INCH ROUND CONCRETE
 QG0628'MONUMENT FLUSH WITH THE GROUND AND IS STAMPED MEDWAY 2 1976.  IT IS
 QG0628'94 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF CHURCH, 91.5 FEET
 QG0628'NORTHWEST OF A HOUSE, 150 FEET SOUTH OF CEMETERY FENCE, 21.4 FEET
 QG0628'EAST OF CENTER OF ROAD AND 8 FEET SOUTHEAST OF POWER POLE SP
 QG0628'8-530.
 QG0628'
 QG0628'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 157 AND 11
 QG0628'IN MEDWAY, GO SOUTHEAST ON A BLACKTOP ROAD FOR 0.4 MILE TO A SIDE
 QG0628'ROAD LEFT, TURN LEFT, GO ABOUT 100 FEET, TURN RIGHT, GO
 QG0628'SOUTHEASTERLY ON BLACKTOP ROAD FOR 0.2 MILE TO THE MEDWAY
 QG0628'CONGREGATIONAL CHURCH AND CEMETERY AND THE STATION ON THE LEFT.
 QG0628'
 QG0628'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QG0628'IN MEDWAY.
 QG0628
 QG0628                          STATION RECOVERY (1981)
 QG0628
 QG0628'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1981 (BJR)
 QG0628'MEDWAY - 1958 RECOVERED GOOD.
 QG0628'
 QG0628'MEDWAY NO. 1 - 1958 RECOVERED GOOD.
 QG0628'
 QG0628'MEDWAY NO. 2 - 1958 RECOVERED GOOD.
 QG0628'
 QG0628'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE VILLAGE OF
 QG0628'MEDWAY.
 QG0628
 QG0628                          STATION RECOVERY (1986)
 QG0628
 QG0628'RECOVERY NOTE BY US POWER SQUADRON 1986 (DVH)
 QG0628'MARK NOT FOUND.
 QG0628
 QG0628                          STATION RECOVERY (1993)
 QG0628
 QG0628'RECOVERY NOTE BY US POWER SQUADRON 1993 (ELG)
 QG0628'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1437 ***********************************************************************
 QG1437  DESIGNATION -  MEDWAY 2
 QG1437  PID         -  QG1437
 QG1437  STATE/COUNTY-  ME/PENOBSCOT
 QG1437  USGS QUAD   -  MEDUNKEUNK LAKE (1988)
 QG1437
 QG1437                         *CURRENT SURVEY CONTROL
 QG1437  ___________________________________________________________________
 QG1437* NAD 83(1996)-  45 36 18.88817(N)    068 31 38.32951(W)     ADJUSTED  
 QG1437* NAVD 88     -        83.8    (meters)     275.     (feet)  VERTCON   
 QG1437  ___________________________________________________________________
 QG1437  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 QG1437  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 QG1437
 QG1437  HORZ ORDER  -  THIRD
 QG1437
 QG1437.The horizontal coordinates were established by classical geodetic methods
 QG1437.and adjusted by the National Geodetic Survey in March 1998..
 QG1437.No horizontal observational check was made to the station.
 QG1437
 QG1437.The NAVD 88 height was computed by applying the VERTCON shift value to
 QG1437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QG1437
 QG1437.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1437
 QG1437.The geoid height was determined by GEOID03.
 QG1437
 QG1437;                    North         East     Units Scale Factor Converg.
 QG1437;SPC ME E     -   215,402.881   297,869.404   MT  0.99990006   -0 01 10.3
 QG1437;UTM  19      - 5,050,297.862   536,860.591   MT  0.99961670   +0 20 15.9
 QG1437
 QG1437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1437!SPC ME E     -   0.99999068  x   0.99990006  =   0.99989074
 QG1437!UTM  19      -   0.99999068  x   0.99961670  =   0.99960738
 QG1437
 QG1437|---------------------------------------------------------------------|
 QG1437| PID    Reference Object                     Distance      Geod. Az  |
 QG1437|                                                           dddmmss.s |
 QG1437| CE8955 MEDWAY 2 RM 3                        40.203 METERS 07602     |
 QG1437| QG0624 NICATOU                             APPROX. 1.1 KM 1765725.5 |
 QG1437| QG0628 MEDWAY                               50.109 METERS 33317     |
 QG1437| CE8956 MEDWAY 2 RM 4                        45.001 METERS 33453     |
 QG1437|---------------------------------------------------------------------|
 QG1437
 QG1437                          SUPERSEDED SURVEY CONTROL
 QG1437
 QG1437  NAD 83(1992)-  45 36 18.88779(N)    068 31 38.32688(W) AD(       ) 3
 QG1437  NAD 83(1986)-  45 36 18.89448(N)    068 31 38.33329(W) AD(       ) 3
 QG1437  NAD 27      -  45 36 18.69596(N)    068 31 40.22895(W) AD(       ) 3
 QG1437  NGVD 29 (07/19/86)   84.0    (m)          276.     (f) VERT ANG       
 QG1437
 QG1437.Superseded values are not recommended for survey control.
 QG1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1437.See file dsdata.txt to determine how the superseded data were derived.
 QG1437
 QG1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL3686150298(NAD 83)
 QG1437_MARKER: DS = TRIANGULATION STATION DISK
 QG1437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG1437_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QG1437
 QG1437  HISTORY     - Date     Condition        Report By
 QG1437  HISTORY     - 1976     MONUMENTED       NGS
 QG1437  HISTORY     - 19930622 MARK NOT FOUND   USPSQD
 QG1437
 QG1437                          STATION DESCRIPTION
 QG1437
 QG1437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 QG1437'STATION IS LOCATED ABOUT 1-1/2 MILES SOUTH OF MILLINOCKET, ABOUT
 QG1437'1/4 MILE NORTHEAST OF THE PENOBSCOT RIVER, IN THE VILLAGE OF
 QG1437'MEDWAY AND ON THE ROAD RIGHT-OF-WAY BY THE MEDWAY CONGREGATIONAL
 QG1437'CHURCH AND CEMETERY.
 QG1437'
 QG1437'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 157
 QG1437'AND 11 IN MEDWAY, GO SOUTHEASTERLY ON A BLACKTOPPED ROAD FOR 0.4
 QG1437'MILE TO A SIDE ROAD LEFT, TURN LEFT, GO ABOUT 100 FEET, TURN
 QG1437'RIGHT, GO SOUTHEASTERLY ON BLACKTOPPED ROAD FOR 0.2 MILE TO THE
 QG1437'MEDWAY CONGREGATIONAL CHURCH AND CEMETERY AND STATION ON THE
 QG1437'LEFT.
 QG1437'
 QG1437'STATION MARK IS A STANDARD DISK SET TOP OF A 12 INCH ROUND CONCRETE
 QG1437'MONUMENT FLUSH WITH THE GROUND AND IS STAMPED MEDWAY 2 1976.  IT IS
 QG1437'150 FEET SOUTH OF CEMETERY FENCE, 94 FEET SOUTHWEST OF SOUTH CORNER
 QG1437'OF CHURCH, 91.5 FEET NORTHWEST OF A HOUSE, 21.5 FEET EAST OF
 QG1437'CENTER OF ROAD, 8 FEET SOUTHEAST OF POWER POLE SP-8-530 AND
 QG1437'ON ROAD RIGHT-OF-WAY.
 QG1437'
 QG1437'REFERENCE MARK 3 IS A STANDARD DISK SET IN A DRILL HOLE IN A
 QG1437'3 X 5 FOOT BOULDER PROJECTING ABOUT 6 INCHES ABOVE GROUND AND IS
 QG1437'STAMPED MEDWAY 2 NO 3 1976.  IT IS 154 FEET EAST OF CENTER OF
 QG1437'ROAD, 139 FEET EAST-NORTHEAST OF POWER POLE P 68/SPP 8, 122 FEET
 QG1437'SOUTHEAST OF NORTHEAST CORNER OF A HOUSE, 69 FEET NORTHEAST
 QG1437'OF NORTHEAST CORNER OF HOUSE, 6.9 FEET WEST OF A WITNESS POST.
 QG1437'
 QG1437'REFERENCE MARK 4 IS A STANDARD DISK SET TOP OF A 12 INCH ROUND
 QG1437'CONCRETE MONUMENT FLUSH WITH THE GROUND AND IS STAMPED MEDWAY
 QG1437'2 NO 4 1976.  IT IS 43.8 FEET NORTHWEST OF NORTHWEST CORNER OF
 QG1437'CHURCH, 24 FEET SOUTHEAST OF POWER POLE SPP 5-75, 22.5 FEET
 QG1437'EAST OF CENTER OF ROAD, 19 FEET WEST OF ROCK FENCE, 3 FEET SOUTH
 QG1437'OF SOUTHWEST CORNER OF CEMETERY FENCE AND 2.0 FEET SOUTHEAST OF
 QG1437'WITNESS POST.
 QG1437'
 QG1437'THE UNDERGROUND MARK MEDWAY 1958 IS A STANDARD DISK SET IN A
 QG1437'MASS OF CONCRETE ABOUT 1 FOOT BELOW THE GROUND AND IS STAMPED
 QG1437'MEDWAY 1958.  IT IS 60 FEET NORTHWEST OF NORTHWEST CORNER OF
 QG1437'CHURCH, 18 FEET EAST OF CENTER OF ROAD, 16.2 FEET NORTH-NORTHWEST
 QG1437'OF WITNESS POST, 15 FEET NORTH OF THE SOUTHWEST CORNER OF
 QG1437'CEMETERY FENCE, 7.5 FEET SOUTHEAST OF POWER POLE SPP-535, 4.0
 QG1437'FEET SOUTH OF WITNESS POST, 2.6 FEET WEST OF CEMETERY FENCE AND
 QG1437'IN THE EDGE OF THE DITCH IN ROAD-RIGHT-OF-WAY.
 QG1437'
 QG1437'NO AZIMUTH MARK SET FOR THIS STATION.  STATION NICATOU 1958 MAY
 QG1437'BE USED FOR AZIMUTH.
 QG1437
 QG1437                          STATION RECOVERY (1993)
 QG1437
 QG1437'RECOVERY NOTE BY US POWER SQUADRON 1993 (ELG)
 QG1437'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1435 ***********************************************************************
 QG1435  DESIGNATION -  MEDWAY CONG CHURCH BELFRY
 QG1435  PID         -  QG1435
 QG1435  STATE/COUNTY-  ME/PENOBSCOT
 QG1435  USGS QUAD   -  MEDUNKEUNK LAKE (1988)
 QG1435
 QG1435                         *CURRENT SURVEY CONTROL
 QG1435  ___________________________________________________________________
 QG1435* NAD 83(1996)-  45 36 19.97637(N)    068 31 38.41702(W)     ADJUSTED  
 QG1435* NAVD 88     -                                                        
 QG1435  ___________________________________________________________________
 QG1435  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 QG1435  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 QG1435
 QG1435  HORZ ORDER  -  THIRD
 QG1435
 QG1435.The horizontal coordinates were established by classical geodetic methods
 QG1435.and adjusted by the National Geodetic Survey in March 1998..
 QG1435
 QG1435
 QG1435.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1435
 QG1435.The geoid height was determined by GEOID03.
 QG1435
 QG1435;                    North         East     Units Scale Factor Converg.
 QG1435;SPC ME E     -   215,436.474   297,867.519   MT  0.99990006   -0 01 10.3
 QG1435;UTM  19      - 5,050,331.434   536,858.497   MT  0.99961670   +0 20 15.9
 QG1435
 QG1435                          SUPERSEDED SURVEY CONTROL
 QG1435
 QG1435  NAD 83(1992)-  45 36 19.97602(N)    068 31 38.41439(W) AD(       ) 4
 QG1435  NAD 83(1986)-  45 36 19.98237(N)    068 31 38.42077(W) AD(       ) 4
 QG1435  NAD 27      -  45 36 19.78700(N)    068 31 40.31700(W) AD(       ) 3
 QG1435
 QG1435.Superseded values are not recommended for survey control.
 QG1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1435.See file dsdata.txt to determine how the superseded data were derived.
 QG1435
 QG1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL3685850331(NAD 83)
 QG1435
 QG1435  HISTORY     - Date     Condition        Report By
 QG1435  HISTORY     - 1958     MONUMENTED       CGS
 QG1435
 QG1435                          STATION DESCRIPTION
 QG1435
 QG1435'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 QG1435'THE STATION IS LOCATED IN THE TOWN OF MEDWAY.
 QG1435'
 QG1435'THE STATION IS THE APEX OF THE BELFRY AND IS APPROXIMATELY 75 FEET
 QG1435'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1434 ***********************************************************************
 QG1434  DESIGNATION -  MEDWAY HIGH SCHOOL BELFRY
 QG1434  PID         -  QG1434
 QG1434  STATE/COUNTY-  ME/PENOBSCOT
 QG1434  USGS QUAD   -  MEDUNKEUNK LAKE (1988)
 QG1434
 QG1434                         *CURRENT SURVEY CONTROL
 QG1434  ___________________________________________________________________
 QG1434* NAD 83(1996)-  45 36 34.26793(N)    068 31 45.96778(W)     ADJUSTED  
 QG1434* NAVD 88     -                                                        
 QG1434  ___________________________________________________________________
 QG1434  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 QG1434  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 QG1434
 QG1434  HORZ ORDER  -  THIRD
 QG1434
 QG1434.The horizontal coordinates were established by classical geodetic methods
 QG1434.and adjusted by the National Geodetic Survey in March 1998..
 QG1434
 QG1434
 QG1434.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1434
 QG1434.The geoid height was determined by GEOID03.
 QG1434
 QG1434;                    North         East     Units Scale Factor Converg.
 QG1434;SPC ME E     -   215,877.715   297,704.073   MT  0.99990006   -0 01 15.7
 QG1434;UTM  19      - 5,050,771.521   536,692.350   MT  0.99961655   +0 20 10.6
 QG1434
 QG1434                          SUPERSEDED SURVEY CONTROL
 QG1434
 QG1434  NAD 83(1992)-  45 36 34.26758(N)    068 31 45.96513(W) AD(       ) 4
 QG1434  NAD 83(1986)-  45 36 34.27375(N)    068 31 45.97140(W) AD(       ) 4
 QG1434  NAD 27      -  45 36 34.07200(N)    068 31 47.86500(W) AD(       ) 3
 QG1434
 QG1434.Superseded values are not recommended for survey control.
 QG1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1434.See file dsdata.txt to determine how the superseded data were derived.
 QG1434
 QG1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL3669250772(NAD 83)
 QG1434
 QG1434  HISTORY     - Date     Condition        Report By
 QG1434  HISTORY     - 1958     MONUMENTED       CGS
 QG1434
 QG1434                          STATION DESCRIPTION
 QG1434
 QG1434'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 QG1434'THE STATION IS LOCATED IN THE TOWN OF MEDWAY.
 QG1434'
 QG1434'STATION IS THE TOP OF THE SMALL BELFRY LOCATED ON TOP OF THE
 QG1434'SCHOOL HOUSE, ABOUT 50 FEET ABOVE THE GROUND.  THE POINT
 QG1434'INTERSECTED WAS THE TOP AND CENTER OF THE BELFRY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0629 ***********************************************************************
 QG0629  DESIGNATION -  MEDWAY RM 1
 QG0629  PID         -  QG0629
 QG0629  STATE/COUNTY-  ME/PENOBSCOT
 QG0629  USGS QUAD   -  MEDUNKEUNK LAKE (1988)
 QG0629
 QG0629                         *CURRENT SURVEY CONTROL
 QG0629  ___________________________________________________________________
 QG0629* NAD 83(1986)-  45 36 20.     (N)    068 31 39.     (W)     SCALED    
 QG0629* NAVD 88     -        84.217  (meters)     276.30   (feet)  ADJUSTED  
 QG0629  ___________________________________________________________________
 QG0629  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 QG0629  DYNAMIC HT  -          84.218 (meters)     276.31  (feet)  COMP
 QG0629  MODELED GRAV-     980,629.3   (mgal)                       NAVD 88
 QG0629
 QG0629  VERT ORDER  -  SECOND    CLASS 0
 QG0629
 QG0629.The horizontal coordinates were scaled from a topographic map and have
 QG0629.an estimated accuracy of +/- 6 seconds.
 QG0629
 QG0629.The orthometric height was determined by differential leveling
 QG0629.and adjusted by the National Geodetic Survey in June 1991..
 QG0629
 QG0629.The geoid height was determined by GEOID03.
 QG0629
 QG0629.The dynamic height is computed by dividing the NAVD 88
 QG0629.geopotential number by the normal gravity value computed on the
 QG0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0629.degrees latitude (g = 980.6199 gals.).
 QG0629
 QG0629.The modeled gravity was interpolated from observed gravity values.
 QG0629
 QG0629;                    North         East    Units  Estimated Accuracy
 QG0629;SPC ME E     -   215,440.      297,860.      MT  (+/- 180 meters Scaled)
 QG0629
 QG0629                          SUPERSEDED SURVEY CONTROL
 QG0629
 QG0629  NGVD 29 (??/??/92)   84.415  (m)          276.95   (f) ADJ UNCH    2 0
 QG0629
 QG0629.Superseded values are not recommended for survey control.
 QG0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0629.See file dsdata.txt to determine how the superseded data were derived.
 QG0629
 QG0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL368503(NAD 83)
 QG0629_MARKER: DR = REFERENCE MARK DISK
 QG0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0629_STAMPING: MEDWAY NO 1 1958
 QG0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0629+STABILITY: SURFACE MOTION
 QG0629
 QG0629  HISTORY     - Date     Condition        Report By
 QG0629  HISTORY     - 1958     MONUMENTED       CGS
 QG0629  HISTORY     - 1959     GOOD             NGS
 QG0629  HISTORY     - 19930622 MARK NOT FOUND   USPSQD
 QG0629
 QG0629                          STATION DESCRIPTION
 QG0629
 QG0629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QG0629'AT MEDWAY.
 QG0629'AT MEDWAY - ABOUT 0.4 MILE SOUTHEAST ALONG BLACKTOP ROAD FROM
 QG0629'JUNCTION OF STATE HIGHWAYS 11 AND 157, THENCE 0.05 MILE EAST ALONG
 QG0629'BLACKTOP ROAD, THENCE 0.2 MILE SOUTHEAST ALONG GRAVELED ROAD,
 QG0629'51.3 FEET SOUTH-SOUTHWEST AND ACROSS THE ROAD FROM THE STATION,
 QG0629'16 FEET WEST-SOUTHWEST OF THE CENTER LINE OF THE ROAD, SET
 QG0629'IN TOP OF A CONCRETE POST PROJECTING 2 INCHES AND ABOUT LEVEL
 QG0629'WITH THE ROAD.
 QG0629
 QG0629                          STATION RECOVERY (1993)
 QG0629
 QG0629'RECOVERY NOTE BY US POWER SQUADRON 1993 (ELG)
 QG0629'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0627 ***********************************************************************
 QG0627  DESIGNATION -  MEDWAY RM 2
 QG0627  PID         -  QG0627
 QG0627  STATE/COUNTY-  ME/PENOBSCOT
 QG0627  USGS QUAD   -  MEDUNKEUNK LAKE (1988)
 QG0627
 QG0627                         *CURRENT SURVEY CONTROL
 QG0627  ___________________________________________________________________
 QG0627* NAD 83(1996)-  45 36 20.80144(N)    068 31 39.67338(W)     ADJUSTED  
 QG0627* NAVD 88     -        84.721  (meters)     277.96   (feet)  ADJUSTED  
 QG0627  ___________________________________________________________________
 QG0627  X           -   1,636,168.730 (meters)                     COMP
 QG0627  Y           -  -4,159,549.683 (meters)                     COMP
 QG0627  Z           -   4,534,744.759 (meters)                     COMP
 QG0627  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 QG0627  ELLIP HEIGHT-          60.30  (meters)          (03/06/98) GPS OBS
 QG0627  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 QG0627  DYNAMIC HT  -          84.723 (meters)     277.96  (feet)  COMP
 QG0627  MODELED GRAV-     980,629.3   (mgal)                       NAVD 88
 QG0627
 QG0627  HORZ ORDER  -  FIRST
 QG0627  VERT ORDER  -  SECOND    CLASS 0
 QG0627  ELLP ORDER  -  FOURTH    CLASS I
 QG0627
 QG0627.The horizontal coordinates were established by GPS observations
 QG0627.and adjusted by the National Geodetic Survey in March 1998..
 QG0627
 QG0627.The orthometric height was determined by differential leveling
 QG0627.and adjusted by the National Geodetic Survey in June 1991..
 QG0627
 QG0627.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QG0627
 QG0627.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG0627
 QG0627.The ellipsoidal height was determined by GPS observations
 QG0627.and is referenced to NAD 83.
 QG0627
 QG0627.The geoid height was determined by GEOID03.
 QG0627
 QG0627.The dynamic height is computed by dividing the NAVD 88
 QG0627.geopotential number by the normal gravity value computed on the
 QG0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0627.degrees latitude (g = 980.6199 gals.).
 QG0627
 QG0627.The modeled gravity was interpolated from observed gravity values.
 QG0627
 QG0627;                    North         East     Units Scale Factor Converg.
 QG0627;SPC ME E     -   215,461.954   297,840.305   MT  0.99990006   -0 01 11.2
 QG0627;UTM  19      - 5,050,356.736   536,831.133   MT  0.99961668   +0 20 15.0
 QG0627
 QG0627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG0627!SPC ME E     -   0.99999055  x   0.99990006  =   0.99989061
 QG0627!UTM  19      -   0.99999055  x   0.99961668  =   0.99960723
 QG0627
 QG0627                          SUPERSEDED SURVEY CONTROL
 QG0627
 QG0627  NAD 83(1992)-  45 36 20.80106(N)    068 31 39.67074(W) AD(       ) 1
 QG0627  ELLIP H (01/28/95)   60.23   (m)                       GP(       ) 4 2
 QG0627  NAD 83(1986)-  45 36 20.81481(N)    068 31 39.69580(W) AD(       ) 1
 QG0627  NGVD 29 (??/??/92)   84.919  (m)          278.61   (f) ADJ UNCH    2 0
 QG0627
 QG0627.Superseded values are not recommended for survey control.
 QG0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0627.See file dsdata.txt to determine how the superseded data were derived.
 QG0627
 QG0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL3683150357(NAD 83)
 QG0627_MARKER: DR = REFERENCE MARK DISK
 QG0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0627_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QG0627_STAMPING: MEDWAY NO 2 1958
 QG0627_MAGNETIC: N = NO MAGNETIC MATERIAL
 QG0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0627+STABILITY: SURFACE MOTION
 QG0627_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QG0627+SATELLITE: SATELLITE OBSERVATIONS - 1985
 QG0627
 QG0627  HISTORY     - Date     Condition        Report By
 QG0627  HISTORY     - 1958     MONUMENTED       CGS
 QG0627  HISTORY     - 1959     GOOD             NGS
 QG0627  HISTORY     - 1985     GOOD             NGS
 QG0627  HISTORY     - 19930622 MARK NOT FOUND   USPSQD
 QG0627
 QG0627                          STATION DESCRIPTION
 QG0627
 QG0627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QG0627'AT MEDWAY.
 QG0627'AT MEDWAY - ABOUT 0.4 MILE SOUTHEAST ALONG BLACKTOP ROAD FROM
 QG0627'JUNCTION OF STATE HIGHWAYS 11 AND 157, THENCE 0.05 MILE EAST
 QG0627'ALONG BLACKTOP ROAD, THENCE 0.2 MILE SOUTHEAST ALONG GRAVELED
 QG0627'ROAD, 51.7 FEET NORTH-NORTHWEST OF THE STATION, 21 FEET
 QG0627'NORTH-NORTHEAST OF THE CENTER LINE OF THE ROAD, 3 FEET WEST-SOUTHWEST
 QG0627'OF CEMETARY FENCE, SET IN TOP OF A CONCRETE POST PROJECTING 4
 QG0627'INCHES AND ABOUT LEVEL WITH THE ROAD.
 QG0627
 QG0627                          STATION RECOVERY (1985)
 QG0627
 QG0627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (MRM)
 QG0627'THE STATION WAS RECOVERED AT THIS DATE.
 QG0627'NO OTHER MARKS WERE SEARCHED FOR AT THIS DATE.
 QG0627'
 QG0627'THE STATION IS IN THE EAST SECTION OF MEDWAY, ON ROAD RIGHT-OF-WAY,
 QG0627'ALONG A FENCE AROUND THE MEDWAY CONGREGATIONAL CHURCH CEMETERY.
 QG0627'OWNERSHIP--TOWN OF MEDWAY.
 QG0627'
 QG0627'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 AND
 QG0627'STATE HIGHWAY 157 (EXIT 56) AT THE EAST EDGE OF MEDWAY, GO
 QG0627'WEST FOR 1.1 KM (0.7 MI) ON HIGHWAY 157 TO THE JUNCTION OF STATE
 QG0627'HIGHWAY 11.  TURN LEFT AND GO SOUTHERLY FOR 0.6 KM (0.35 MI) ON THE
 QG0627'PAVED ROAD TO A PAVED STREET LEFT.  TURN LEFT AND GO 0.1 KM (0.05
 QG0627'MI) ON THE PAVED STREET TO A PAVED STREET RIGHT.  TURN RIGHT AND GO
 QG0627'EASTERLY FOR 0.4 KM (0.25 MI) ON THE PAVED STREET TO THE STATION ON
 QG0627'THE LEFT.
 QG0627'
 QG0627'THE STATION IS A STANDARD CGS REFERENCE MARK DISK
 QG0627'STAMPED---MEDWAY NO 2 1958---,
 QG0627'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 QG0627'30 CM ON SIDE PROJECTING 3 CM ABOVE GROUND.  LOCATED
 QG0627'20.3 METERS (66.6 FT) NORTH-NORTHWEST FROM THE SOUTH CORNER OF THE
 QG0627'CEMETERY,
 QG0627'14.5 METERS (47.6 FT) SOUTH-SOUTHEAST FROM THE WEST CORNER OF THE
 QG0627'CEMETERY,
 QG0627'14.5 METERS (47.6 FT) NORTH-NORTHWEST FROM A UTILITY POLE,
 QG0627'5.7 METERS (18.7 FT) EAST-NORTHEAST FROM THE APPROXIMATE CENTER OF
 QG0627'THE ROAD AND
 QG0627'0.8 METERS (2.6 FT) WEST-SOUTHWEST FROM THE CEMETERY FENCE.
 QG0627'
 QG0627'FAA AIRPORT SURVEYS, MAINE, OCTOBER-NOVEMBER 1985.
 QG0627'
 QG0627'THIS STATION SUITABLE FOR GPS SURVEYS.
 QG0627'
 QG0627'DESCRIBED BY G.R. HEID.
 QG0627
 QG0627                          STATION RECOVERY (1993)
 QG0627
 QG0627'RECOVERY NOTE BY US POWER SQUADRON 1993 (ELG)
 QG0627'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2385 ***********************************************************************
 PE2385  DESIGNATION -  MEETING HOUSE CUPOLA
 PE2385  PID         -  PE2385
 PE2385  STATE/COUNTY-  ME/LINCOLN
 PE2385  USGS QUAD   -  WALDOBORO WEST (1988)
 PE2385
 PE2385                         *CURRENT SURVEY CONTROL
 PE2385  ___________________________________________________________________
 PE2385* NAD 83(1996)-  44 02 25.35579(N)    069 24 53.02026(W)     ADJUSTED  
 PE2385* NAVD 88     -                                                        
 PE2385  ___________________________________________________________________
 PE2385  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 PE2385  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 PE2385
 PE2385  HORZ ORDER  -  THIRD
 PE2385
 PE2385.The horizontal coordinates were established by classical geodetic methods
 PE2385.and adjusted by the National Geodetic Survey in March 1998..
 PE2385
 PE2385
 PE2385.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2385
 PE2385.The geoid height was determined by GEOID03.
 PE2385
 PE2385;                    North         East     Units Scale Factor Converg.
 PE2385;SPC ME W     -   134,374.476   960,267.287   MT  1.00001132   +0 31 21.9
 PE2385;SPC ME E     -    41,925.354   226,690.156   MT  0.99996608   -0 38 09.3
 PE2385;UTM  19      - 4,876,440.997   466,772.111   MT  0.99961358   -0 17 17.9
 PE2385
 PE2385                          SUPERSEDED SURVEY CONTROL
 PE2385
 PE2385  NAD 83(1992)-  44 02 25.36175(N)    069 24 53.00808(W) AD(       ) 4
 PE2385  NAD 83(1986)-  44 02 25.36621(N)    069 24 53.01402(W) AD(       ) 4
 PE2385  NAD 27      -  44 02 25.07000(N)    069 24 54.81000(W) AD(       ) 3
 PE2385
 PE2385.Superseded values are not recommended for survey control.
 PE2385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2385.See file dsdata.txt to determine how the superseded data were derived.
 PE2385
 PE2385_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ6677276441(NAD 83)
 PE2385
 PE2385  HISTORY     - Date     Condition        Report By
 PE2385  HISTORY     - UNK      MONUMENTED
 PE2385  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2385  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2385
 PE2385                          STATION DESCRIPTION
 PE2385
 PE2385'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2385'LOST.  THE BUILDING NO LONGER EXISTS, PROBABLY HAVING BURNED
 PE2385'DOWN BEFORE THE EARLIEST RECOLLECTIONS OF THE OLDEST INHABITANTS
 PE2385'OF THE VICINITY.
 PE2385
 PE2385                          STATION RECOVERY (1943)
 PE2385
 PE2385'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2385'STATION LOST.  A SEARCH WAS MADE BUT NO MEETING HOUSE EXISTS IN
 PE2385'THIS VICINITY, AND ACCORDING TO LOCAL INFORMATION, THERE HAS
 PE2385'NEVER BEEN ONE IN THE LIFETIME OF INHABITANTS NOW LIVING HERE,
 PE2385'WHICH EXTENDS OVER SEVENTY YEARS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1088 ***********************************************************************
 PF1088  DESIGNATION -  MEG
 PF1088  PID         -  PF1088
 PF1088  STATE/COUNTY-  ME/ANDROSCOGGIN
 PF1088  USGS QUAD   -  MECHANIC FALLS (1981)
 PF1088
 PF1088                         *CURRENT SURVEY CONTROL
 PF1088  ___________________________________________________________________
 PF1088* NAD 83(1996)-  44 02 18.83613(N)    070 26 39.14717(W)     ADJUSTED  
 PF1088* NAVD 88     -       143.2    (meters)     470.     (feet)  VERTCON   
 PF1088  ___________________________________________________________________
 PF1088  LAPLACE CORR-           3.91  (seconds)                    DEFLEC99
 PF1088  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 PF1088
 PF1088  HORZ ORDER  -  SECOND
 PF1088
 PF1088.The horizontal coordinates were established by classical geodetic methods
 PF1088.and adjusted by the National Geodetic Survey in March 1998..
 PF1088
 PF1088.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF1088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF1088
 PF1088.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1088
 PF1088.The geoid height was determined by GEOID03.
 PF1088
 PF1088;                    North         East     Units Scale Factor Converg.
 PF1088;SPC ME W     -   133,935.785   877,754.665   MT  0.99997275   -0 11 34.6
 PF1088;UTM  19      - 4,877,170.119   384,286.540   MT  0.99976468   -1 00 14.5
 PF1088
 PF1088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1088!SPC ME W     -   0.99998172  x   0.99997275  =   0.99995447
 PF1088!UTM  19      -   0.99998172  x   0.99976468  =   0.99974641
 PF1088
 PF1088|---------------------------------------------------------------------|
 PF1088| PID    Reference Object                     Distance      Geod. Az  |
 PF1088|                                                           dddmmss.s |
 PF1088| CE8107 MEG RM 1                             12.584 METERS 03302     |
 PF1088| PF1087 MEG AZ MK                           APPROX. 1.6 KM 0894258.2 |
 PF1088| PF1089 MEG RM 2                             10.011 METERS 30519     |
 PF1088|---------------------------------------------------------------------|
 PF1088
 PF1088                          SUPERSEDED SURVEY CONTROL
 PF1088
 PF1088  NAD 83(1992)-  44 02 18.83522(N)    070 26 39.14739(W) AD(       ) 2
 PF1088  NAD 83(1986)-  44 02 18.84189(N)    070 26 39.15159(W) AD(       ) 2
 PF1088  NAD 27      -  44 02 18.57693(N)    070 26 40.94100(W) AD(       ) 2
 PF1088  NGVD 29 (07/19/86)  143.4    (m)          470.     (f) VERT ANG       
 PF1088
 PF1088.Superseded values are not recommended for survey control.
 PF1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1088.See file dsdata.txt to determine how the superseded data were derived.
 PF1088
 PF1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ8428777170(NAD 83)
 PF1088_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PF1088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PF1088_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PF1088
 PF1088  HISTORY     - Date     Condition        Report By
 PF1088  HISTORY     - 1977     MONUMENTED       NGS
 PF1088
 PF1088                          STATION DESCRIPTION
 PF1088
 PF1088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLO)
 PF1088'THE STATION IS LOCATED IN WEST POLAND 3 MILES SOUTHWEST
 PF1088'OF THE TOWN OF POLAND ON THE SOUTH SLOPE OF
 PF1088'MEGQUIER HILL.
 PF1088'
 PF1088'TO REACH THE STATION FROM THE POST OFFICE IN THE TOWN OF
 PF1088'POLAND, GO NORTHERLY ON STATE ROUTE 26 FOR ABOUT 200 FEET
 PF1088'TO CROSSROADS. TURN LEFT, GO WESTERLY FOR 2.8 MILES
 PF1088'TO THE JUNCTION OF STATE ROUTE 11. CONTINUE ACROSS STATE
 PF1088'ROUTE 11 FOR 0.5 MILE TO A SIDE ROAD ON THE LEFT. CONTINUE
 PF1088'STRAIGHT FOR 0.35 MILE TO THE STATION ON THE LEFT.
 PF1088'
 PF1088'TO REACH THE AZIMUTH FROM THE STATION RETURN TO STATE ROUTE
 PF1088'11 AND TURN LEFT AND GO 0.35 MILE AND PARK YOUR VEHICLE.
 PF1088'WALK ABOUT 200 FEET THROUGH THE WOODS ON THE LEFT TO A SMALL
 PF1088'POINT PROTRUDING OUT INTO THE LAKE. THE AZIMUTH IS IN THE
 PF1088'LARGE BOULDER AT THE EDGE OF THE WATER.
 PF1088'
 PF1088'THE STATION MARKS ARE STANDARD DISKS STAMPED---MEG 1976---.
 PF1088'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 PF1088'CONCRETE POST WHICH IS FLUSH WITH THE GROUND SURFACE. THE
 PF1088'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 PF1088'CONCRETE WHICH IS 30 INCHES BELOW THE GROUND SURFACE. THEY
 PF1088'ARE 2.8 FEET SOUTH OF POLE NUMBER 11, 11 FEET WEST-SOUTHWEST
 PF1088'OF THE CENTERLINE OF THE ROAD, 19.5 FEET EAST OF A
 PF1088'6-INCH MAPLE TREE AND 32.5 FEET NORTH OF A 30-INCH MAPLE TREE.
 PF1088'A 3/8-INCH BY 24-INCH STEEL BAR WAS INSTALLED IN THE STATION
 PF1088'MARK.
 PF1088'
 PF1088'REFERENCE MARK 1, STAMPED---MEG NO 1 1976---, IS A STANDARD
 PF1088'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST
 PF1088'WHICH IS FLUSH WITH THE GROUND SURFACE. IT IS 2.4 FEET WEST-
 PF1088'SOUTHWEST OF A METAL WITNESS POST WITH SIGN, 10.1 FEET
 PF1088'SOUTH OF A 32-INCH MAPLE TREE AND 21 FEET EAST-NORTHEAST OF
 PF1088'THE CENTERLINE OF THE ROAD.
 PF1088'
 PF1088'REFERENCE MARK 2, STAMPED---MEG NO 2 1976---, IS A STANDARD
 PF1088'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST
 PF1088'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 2 FEET EAST
 PF1088'OF A METAL WITNESS POST WITH SIGN, 20.2 FEET WEST-SOUTHWEST
 PF1088'OF THE CENTERLINE OF THE ROAD AND 35 FEET SOUTHEAST OF A
 PF1088'24-INCH MAPLE TREE.
 PF1088'
 PF1088'THE AZIMUTH MARK, STAMPED---MEG 1976---, IS A STANDARD DISK
 PF1088'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 4 FEET
 PF1088'ABOVE THE GROUND SURFACE. IT IS AT THE EDGE OF THE WATER AT
 PF1088'THE SMALL POINT OF LAND WHICH PROJECTS OUT INTO THE LAKE.
 PF1088'THE BOULDER IS ABOUT 6 FEET BY 6 FEET AND DOMED AT THE TOP.
 PF1088'
 PF1088'THE HEIGHT OF THE LIGHT ABOVE THE STATION WAS 1.43 METERS.
 PF1088'
 PF1088'DESCRIBED BY JERRY E. ELLINGWOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1087 ***********************************************************************
 PF1087  DESIGNATION -  MEG AZ MK
 PF1087  PID         -  PF1087
 PF1087  STATE/COUNTY-  ME/ANDROSCOGGIN
 PF1087  USGS QUAD   -  MECHANIC FALLS (1981)
 PF1087
 PF1087                         *CURRENT SURVEY CONTROL
 PF1087  ___________________________________________________________________
 PF1087* NAD 83(1996)-  44 02 19.07918(N)    070 25 29.48250(W)     ADJUSTED  
 PF1087* NAVD 88     -        94.2    (meters)     309.     (feet)  VERTCON   
 PF1087  ___________________________________________________________________
 PF1087  LAPLACE CORR-           4.25  (seconds)                    DEFLEC99
 PF1087  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 PF1087
 PF1087  HORZ ORDER  -  SECOND
 PF1087
 PF1087.The horizontal coordinates were established by classical geodetic methods
 PF1087.and adjusted by the National Geodetic Survey in March 1998..
 PF1087
 PF1087.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF1087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF1087
 PF1087.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1087
 PF1087.The geoid height was determined by GEOID03.
 PF1087
 PF1087;                    North         East     Units Scale Factor Converg.
 PF1087;SPC ME W     -   133,938.245   879,305.726   MT  0.99997193   -0 10 46.1
 PF1087;UTM  19      - 4,877,150.627   385,837.154   MT  0.99976029   -0 59 26.1
 PF1087
 PF1087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1087!SPC ME W     -   0.99998940  x   0.99997193  =   0.99996133
 PF1087!UTM  19      -   0.99998940  x   0.99976029  =   0.99974969
 PF1087
 PF1087:                Primary Azimuth Mark                     Grid Az
 PF1087:SPC ME W     -  MEG                                      269 54 32.7
 PF1087:UTM  19      -  MEG                                      270 43 12.7
 PF1087
 PF1087|---------------------------------------------------------------------|
 PF1087| PID    Reference Object                     Distance      Geod. Az  |
 PF1087|                                                           dddmmss.s |
 PF1087| PF1088 MEG                                 APPROX. 1.6 KM 2694346.6 |
 PF1087|---------------------------------------------------------------------|
 PF1087
 PF1087                          SUPERSEDED SURVEY CONTROL
 PF1087
 PF1087  NAD 83(1992)-  44 02 19.07825(N)    070 25 29.48271(W) AD(       ) 2
 PF1087  NAD 83(1986)-  44 02 19.08487(N)    070 25 29.48695(W) AD(       ) 2
 PF1087  NAD 27      -  44 02 18.81956(N)    070 25 31.27870(W) AD(       ) 2
 PF1087  NGVD 29 (07/19/86)   94.4    (m)          310.     (f) VERT ANG       
 PF1087
 PF1087.Superseded values are not recommended for survey control.
 PF1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1087.See file dsdata.txt to determine how the superseded data were derived.
 PF1087
 PF1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ8583777151(NAD 83)
 PF1087_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PF1087_SETTING: 80 = SET IN A BOULDER
 PF1087_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 PF1087
 PF1087  HISTORY     - Date     Condition        Report By
 PF1087  HISTORY     - 1977     MONUMENTED       NGS
 PF1087
 PF1087                          STATION DESCRIPTION
 PF1087
 PF1087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (ALB)
 PF1087'THIS STATION WAS ESTABLISHED BY AN EDM MEASUREMENT FROM
 PF1087'TRAVERSE STATION MEG. SEE DESCRIPTION THEREOF.
 PF1087'
 PF1087'DESCRIBED BY JERRY E. ELLINGWOOD.
 PF1087'
 PF1087'THE HEIGHT OF LIGHT ABOVE THE STATION WAS 1.0 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1354 ***********************************************************************
 PE1354  DESIGNATION -  MEMORIAL
 PE1354  PID         -  PE1354
 PE1354  STATE/COUNTY-  ME/KENNEBEC
 PE1354  USGS QUAD   -  AUGUSTA (1991)
 PE1354
 PE1354                         *CURRENT SURVEY CONTROL
 PE1354  ___________________________________________________________________
 PE1354* NAD 83(1996)-  44 21 18.15917(N)    069 47 19.95003(W)     ADJUSTED  
 PE1354* NAVD 88     -       110.109  (meters)     361.25   (feet)  ADJUSTED  
 PE1354  ___________________________________________________________________
 PE1354  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 PE1354  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 PE1354  DYNAMIC HT  -         110.099 (meters)     361.22  (feet)  COMP
 PE1354  MODELED GRAV-     980,527.0   (mgal)                       NAVD 88
 PE1354
 PE1354  HORZ ORDER  -  SECOND
 PE1354  VERT ORDER  -  SECOND    CLASS I
 PE1354
 PE1354.The horizontal coordinates were established by classical geodetic methods
 PE1354.and adjusted by the National Geodetic Survey in March 1998..
 PE1354
 PE1354.The orthometric height was determined by differential leveling
 PE1354.and adjusted by the National Geodetic Survey in June 1991..
 PE1354
 PE1354.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1354
 PE1354.The geoid height was determined by GEOID03.
 PE1354
 PE1354.The dynamic height is computed by dividing the NAVD 88
 PE1354.geopotential number by the normal gravity value computed on the
 PE1354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1354.degrees latitude (g = 980.6199 gals.).
 PE1354
 PE1354.The modeled gravity was interpolated from observed gravity values.
 PE1354
 PE1354;                    North         East     Units Scale Factor Converg.
 PE1354;SPC ME W     -   169,132.445   930,118.953   MT  0.99997782   +0 15 50.8
 PE1354;UTM  19      - 4,911,610.634   437,130.981   MT  0.99964861   -0 33 05.5
 PE1354
 PE1354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1354!SPC ME W     -   0.99998679  x   0.99997782  =   0.99996461
 PE1354!UTM  19      -   0.99998679  x   0.99964861  =   0.99963541
 PE1354
 PE1354:                Primary Azimuth Mark                     Grid Az
 PE1354:SPC ME W     -  BOND                                     030 41 29.5
 PE1354:UTM  19      -  BOND                                     031 30 25.8
 PE1354
 PE1354|---------------------------------------------------------------------|
 PE1354| PID    Reference Object                     Distance      Geod. Az  |
 PE1354|                                                           dddmmss.s |
 PE1354| PE1347 BOND                                APPROX. 4.3 KM 0305720.3 |
 PE1354| PE1352 MEMORIAL RM 1                        66.032 METERS 05637     |
 PE1354| PE1353 MEMORIAL RM 2                        47.137 METERS 14545     |
 PE1354| PE2476 AIRPORT BCN AUGUSTA MUN APT         APPROX. 4.1 KM 1852132.7 |
 PE1354| PE2478 VOR AUGUSTA MUN APT 1975            APPROX. 3.9 KM 1885723.5 |
 PE1354| PE2481 AUGUSTA CENT ME PWR MICROWAVE       APPROX. 5.4 KM 2065132.5 |
 PE1354|---------------------------------------------------------------------|
 PE1354
 PE1354                          SUPERSEDED SURVEY CONTROL
 PE1354
 PE1354  NAD 83(1992)-  44 21 18.15797(N)    069 47 19.94809(W) AD(       ) 2
 PE1354  NAD 83(1986)-  44 21 18.16322(N)    069 47 19.95343(W) AD(       ) 2
 PE1354  NAD 27      -  44 21 17.91896(N)    069 47 21.79585(W) AD(       ) 2
 PE1354  NGVD 29 (??/??/92)  110.322  (m)          361.95   (f) ADJ UNCH    2 1
 PE1354
 PE1354.Superseded values are not recommended for survey control.
 PE1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1354.See file dsdata.txt to determine how the superseded data were derived.
 PE1354
 PE1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK3713111611(NAD 83)
 PE1354_MARKER: DD = SURVEY DISK
 PE1354_SETTING: 66 = SET IN ROCK OUTCROP
 PE1354_SP_SET: BEDROCK
 PE1354_STAMPING: MEMORIAL 1974
 PE1354_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1354+STABILITY: POSITION/ELEVATION WELL
 PE1354_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PE1354+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 PE1354
 PE1354  HISTORY     - Date     Condition        Report By
 PE1354  HISTORY     - 1974     MONUMENTED       MEDT
 PE1354  HISTORY     - 1975     GOOD             MEDT
 PE1354  HISTORY     - 20040730 GOOD             USPSQD
 PE1354  HISTORY     - 20060315 GOOD             USPSQD
 PE1354
 PE1354                          STATION DESCRIPTION
 PE1354
 PE1354'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974 (RCA)
 PE1354'THE STATION IS LOCATED IN THE NORTHWEST PART OF THE CITY OF
 PE1354'AUGUSTA IN THE VETERANS MEMORIAL CEMETERY ON PROPERTY OWNED BY THE
 PE1354'STATE OF MAINE ABOUT 2 MILES WEST OF THE KENNEBEC RIVER, 3 MILES
 PE1354'NORTH-NORTHWEST OF DOWNTOWN AUGUSTA AND 4-1/4 MILES NORTHEAST OF
 PE1354'MANCHESTER.
 PE1354'
 PE1354'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 95 AND STATE
 PE1354'ROUTES 8, 11 AND 27, GO NORTH ON STATE ROUTES 8, 11 AND 27 FOR 1.55
 PE1354'MILES TO A SIDE ROAD ON THE RIGHT AND A SIGN (MAINE VETERANS
 PE1354'MEMORIAL CEMETERY), TURN RIGHT AND GO NORTHEAST FOR 0.15 MILE
 PE1354'TO CROSSROADS.  TURN RIGHT AND GO SOUTHEAST FOR 1.15 MILES TO THE
 PE1354'ENTRANCE TO THE MAINE VETERANS MEMORIAL CEMETERY ON THE RIGHT,
 PE1354'TURN RIGHT AND GO 0.2 MILE TO THE TOP OF THE HILL AND A TRAFFIC
 PE1354'CIRCLE WITH THREE FLAG POLES.  TURN LEFT AND GO WEST TO THE
 PE1354'STATION ON THE RIGHT.  PERMISSION TO USE THE STATION SITE WAS
 PE1354'GRANTED BY MR. HAROLD IRISH, SUPERINTENDANT, OLD BELGRADE ROAD,
 PE1354'AUGUSTA, MAINE.  PHONE 207-289-3481.
 PE1354'
 PE1354'THE STATION IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION DISK
 PE1354'STAMPED MEMORIAL 1974, CEMENTED IN A DRILL HOLE IN OUTCROPPING
 PE1354'BEDROCK WHICH IS FLUSH WITH THE GROUND.  IT IS 216.94 FEET
 PE1354'SOUTHWEST OF THE FLAGPOLE WITH THE U.S.A. FLAG, 48.0 FEET
 PE1354'NORTHWEST OF THE CENTER LINE OF THE BLACKTOP ROAD AND ABOUT 6
 PE1354'FEET HIGHER THAN THE ROAD.
 PE1354'
 PE1354'REFERENCE MARK 1 IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 PE1354'DISK STAMPED MEMORIAL RM 1 1974, CEMENTED IN A DRILL HOLE IN WEST
 PE1354'SIDE OF CONCRETE BASE FOR THE FLAG POLE WITH THE U.S.A. FLAG.
 PE1354'
 PE1354'REFERENCE MARK 2 IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 PE1354'DISK STAMPED MEMORIAL RM 2 1974, CEMENTED IN A DRILL HOLE IN THE
 PE1354'SOUTHWEST END OF A 6 BY 12 FOOT BOULDER WHICH PROJECTS ABOUT 1
 PE1354'FOOT ABOVE THE GROUND.  IT IS 106.0 FEET SOUTHEAST OF THE CENTER
 PE1354'LINE OF THE BLACKTOP ROAD, 263.9 FEET SOUTHWEST OF THE FLAG POLE
 PE1354'WITH THE U.S.A. FLAG AND ABOUT 6 FEET LOWER THAN THE STATION
 PE1354'MARK.
 PE1354'
 PE1354'NO AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 PE1354'
 PE1354'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 PE1354
 PE1354                          STATION RECOVERY (1975)
 PE1354
 PE1354'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 PE1354'3 MI N FROM NORTH AUGUSTA.
 PE1354'ABOUT 1.55 MILES NORTH ALONG STATE ROUTE 8, 11, 27 FROM THE I-95
 PE1354'OVERPASS CROSSING SAID ROUTES TO A SIDE ROAD LEADING NORTHEASTERLY,
 PE1354'THENCE 0.15 MILES NORTHEASTERLY TO THE OLD BELGRADE ROAD.
 PE1354'THENCE 1.15 MILES SOUTHEASTERLY ALONG OLD BELGRADE ROAD TO
 PE1354'ENTRANCE TO MAINE VETERANS CEMETERY.  THENCE ALONG ENTRANCE
 PE1354'ROAD 0.2 MILE TO CIRCULAR DRIVE WITH A FLAG POLE IN THE CENTER.
 PE1354'STATION MARK IS A DISK SET FLUSH IN THE TOP OF THE BEDROCK
 PE1354'OUTCROP, 216.94 FEET SOUTHWEST OF THE FLAG POLE, 48 FEET NORTHWEST
 PE1354'OF THE CENTERLINE OF THE BLACKTOP ROAD AND ABOUT 6 FEET ABOVE
 PE1354'THE SURFACE OF THE ROAD.
 PE1354
 PE1354                          STATION RECOVERY (2004)
 PE1354
 PE1354'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMW)
 PE1354'THE STATION IS ABOUT 5 FEET TO THE RIGHT OF A MEMORIAL FOR THE U. S.
 PE1354'MARINES KILLED IN THE BEIRUT BOMBING.
 PE1354
 PE1354                          STATION RECOVERY (2006)
 PE1354
 PE1354'RECOVERY NOTE BY US POWER SQUADRON 2006 (AHE)
 PE1354'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1352 ***********************************************************************
 PE1352  DESIGNATION -  MEMORIAL RM 1
 PE1352  PID         -  PE1352
 PE1352  STATE/COUNTY-  ME/KENNEBEC
 PE1352  USGS QUAD   -  AUGUSTA (1991)
 PE1352
 PE1352                         *CURRENT SURVEY CONTROL
 PE1352  ___________________________________________________________________
 PE1352* NAD 83(1986)-  44 21 18.     (N)    069 47 14.     (W)     SCALED    
 PE1352* NAVD 88     -       110.263  (meters)     361.75   (feet)  ADJUSTED  
 PE1352  ___________________________________________________________________
 PE1352  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 PE1352  DYNAMIC HT  -         110.253 (meters)     361.72  (feet)  COMP
 PE1352  MODELED GRAV-     980,527.0   (mgal)                       NAVD 88
 PE1352
 PE1352  VERT ORDER  -  SECOND    CLASS I
 PE1352
 PE1352.The horizontal coordinates were scaled from a topographic map and have
 PE1352.an estimated accuracy of +/- 6 seconds.
 PE1352
 PE1352.The orthometric height was determined by differential leveling
 PE1352.and adjusted by the National Geodetic Survey in June 1991..
 PE1352
 PE1352.The geoid height was determined by GEOID03.
 PE1352
 PE1352.The dynamic height is computed by dividing the NAVD 88
 PE1352.geopotential number by the normal gravity value computed on the
 PE1352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1352.degrees latitude (g = 980.6199 gals.).
 PE1352
 PE1352.The modeled gravity was interpolated from observed gravity values.
 PE1352
 PE1352;                    North         East    Units  Estimated Accuracy
 PE1352;SPC ME W     -   169,130.      930,250.      MT  (+/- 180 meters Scaled)
 PE1352
 PE1352                          SUPERSEDED SURVEY CONTROL
 PE1352
 PE1352  NGVD 29 (??/??/92)  110.475  (m)          362.45   (f) ADJ UNCH    2 1
 PE1352
 PE1352.Superseded values are not recommended for survey control.
 PE1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1352.See file dsdata.txt to determine how the superseded data were derived.
 PE1352
 PE1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK372116(NAD 83)
 PE1352_MARKER: DD = SURVEY DISK
 PE1352_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE1352_SP_SET: FLAG POLE CONCRETE BASE
 PE1352_STAMPING: RM 1 1974 MEMORIAL
 PE1352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE1352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE1352+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 PE1352
 PE1352  HISTORY     - Date     Condition        Report By
 PE1352  HISTORY     - 1974     MONUMENTED       MEDT
 PE1352  HISTORY     - 1975     GOOD             MEDT
 PE1352  HISTORY     - 20020425 GOOD             INDIV
 PE1352  HISTORY     - 20040730 GOOD             USPSQD
 PE1352  HISTORY     - 20060315 GOOD             USPSQD
 PE1352
 PE1352                          STATION DESCRIPTION
 PE1352
 PE1352'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 PE1352'3 MI N FROM NORTH AUGUSTA.
 PE1352'ABOUT 1.55 MILES NORTH ALONG STATE ROUTE 8, 11, 27 FROM THE I-95
 PE1352'OVERPASS CROSSING SAID ROUTES TO A SIDE ROAD LEADING
 PE1352'NORTHEASTERLY.  THENCE 0.15 MILES NORTHEASTERLY TO THE OLD
 PE1352'BELGRADE ROAD.  THENCE 1.15 MILES SOUTHEASTERLY ALONG OLD
 PE1352'BELGRADE ROAD TO ENTRANCE TO MAINE VETERANS CEMETERY THENCE
 PE1352'ALONG ENTRANCE ROAD 0.2 MILE TO CIRCULAR DRIVE WITH FLAG POLE IN
 PE1352'THE CENTER.  A DISK SET FLUSH ON THE WEST SIDE OF THE CONCRETE
 PE1352'BASE FOR THE FLAG POLE, 216.64 FEET EAST OF THE STATION MARK
 PE1352'DESCRIBED AND 264.23 FEET NORTHEAST OF RM-2.
 PE1352
 PE1352                          STATION RECOVERY (2002)
 PE1352
 PE1352'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (LCD)
 PE1352'PHOTO AVAILABLE.
 PE1352
 PE1352                          STATION RECOVERY (2004)
 PE1352
 PE1352'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMW)
 PE1352'RECOVERED IN GOOD CONDITION.
 PE1352
 PE1352                          STATION RECOVERY (2006)
 PE1352
 PE1352'RECOVERY NOTE BY US POWER SQUADRON 2006 (AHE)
 PE1352'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1353 ***********************************************************************
 PE1353  DESIGNATION -  MEMORIAL RM 2
 PE1353  PID         -  PE1353
 PE1353  STATE/COUNTY-  ME/KENNEBEC
 PE1353  USGS QUAD   -  AUGUSTA (1991)
 PE1353
 PE1353                         *CURRENT SURVEY CONTROL
 PE1353  ___________________________________________________________________
 PE1353* NAD 83(1986)-  44 21 18.     (N)    069 47 14.     (W)     SCALED    
 PE1353* NAVD 88     -       108.252  (meters)     355.16   (feet)  ADJUSTED  
 PE1353  ___________________________________________________________________
 PE1353  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 PE1353  DYNAMIC HT  -         108.243 (meters)     355.13  (feet)  COMP
 PE1353  MODELED GRAV-     980,527.0   (mgal)                       NAVD 88
 PE1353
 PE1353  VERT ORDER  -  SECOND    CLASS I
 PE1353
 PE1353.The horizontal coordinates were scaled from a topographic map and have
 PE1353.an estimated accuracy of +/- 6 seconds.
 PE1353
 PE1353.The orthometric height was determined by differential leveling
 PE1353.and adjusted by the National Geodetic Survey in June 1991..
 PE1353
 PE1353.The geoid height was determined by GEOID03.
 PE1353
 PE1353.The dynamic height is computed by dividing the NAVD 88
 PE1353.geopotential number by the normal gravity value computed on the
 PE1353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1353.degrees latitude (g = 980.6199 gals.).
 PE1353
 PE1353.The modeled gravity was interpolated from observed gravity values.
 PE1353
 PE1353;                    North         East    Units  Estimated Accuracy
 PE1353;SPC ME W     -   169,130.      930,250.      MT  (+/- 180 meters Scaled)
 PE1353
 PE1353                          SUPERSEDED SURVEY CONTROL
 PE1353
 PE1353  NGVD 29 (??/??/92)  108.465  (m)          355.86   (f) ADJ UNCH    2 1
 PE1353
 PE1353.Superseded values are not recommended for survey control.
 PE1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1353.See file dsdata.txt to determine how the superseded data were derived.
 PE1353
 PE1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK372116(NAD 83)
 PE1353_MARKER: DD = SURVEY DISK
 PE1353_SETTING: 80 = SET IN A BOULDER
 PE1353_SP_SET: BOULDER
 PE1353_STAMPING: RM 2 1974 MEMORIAL
 PE1353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1353+STABILITY: SURFACE MOTION
 PE1353_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE1353+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 PE1353
 PE1353  HISTORY     - Date     Condition        Report By
 PE1353  HISTORY     - 1974     MONUMENTED       MEDT
 PE1353  HISTORY     - 20020425 GOOD             INDIV
 PE1353  HISTORY     - 20040730 GOOD             USPSQD
 PE1353  HISTORY     - 20060315 GOOD             USPSQD
 PE1353
 PE1353                          STATION DESCRIPTION
 PE1353
 PE1353'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 PE1353'3 MI N FROM NORTH AUGUSTA.
 PE1353'ABOUT 1.55 MILES NORTH ALONG STATE ROUTES 8, 11, 27 FROM THE I-95
 PE1353'OVERPASS CROSSING SAID ROUTES TO A SIDE ROAD LEADING NORTHEASTERLY.
 PE1353'THENCE 0.15 MILES NORTHEASTERLY TO THE OLD BELGRADE ROAD.
 PE1353'THENCE, 1.15 MILES SOUTHEASTERLY ALONG OLD BELGRADE ROAD TO
 PE1353'ENTRANCE TO MAINE VETERANS CEMETERY.  THENCE ALONG ENTRANCE ROAD
 PE1353'0.2 MILE TO CIRCULAR DRIVE WITH FLAG POLE IN THE CENTER.  A
 PE1353'DISK SET FLUSH IN THE TOP OF A 6 FOOT BY 12 FOOT BOULDER
 PE1353'PROJECTING 1 FOOT ABOVE GROUND 263.90 FEET SOUTHWEST OF RM-1 (IN
 PE1353'FLAG POLE CONCRETE BASE), 106 FEET SOUTHEAST OF CENTERLINE OF
 PE1353'BLACKTOP ROAD AND 154.65 FEET SOUTHEAST OF STATION MARK AND
 PE1353'ABOUT LEVEL WITH THE ROAD.
 PE1353
 PE1353                          STATION RECOVERY (2002)
 PE1353
 PE1353'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (LCD)
 PE1353'PHOTO AVAILABLE.  GPS COORDINATES N44 21.283'   W069 47.312'
 PE1353
 PE1353                          STATION RECOVERY (2004)
 PE1353
 PE1353'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMW)
 PE1353'RECOVERED IN GOOD CONDITION.
 PE1353
 PE1353                          STATION RECOVERY (2006)
 PE1353
 PE1353'RECOVERY NOTE BY US POWER SQUADRON 2006 (AHE)
 PE1353'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1803 ***********************************************************************
 PE1803  DESIGNATION -  MERCERS A HOUSE CHIMNEY
 PE1803  PID         -  PE1803
 PE1803  STATE/COUNTY-  ME/HANCOCK
 PE1803  USGS QUAD   -  BAR HARBOR (1982)
 PE1803
 PE1803                         *CURRENT SURVEY CONTROL
 PE1803  ___________________________________________________________________
 PE1803* NAD 83(1996)-  44 28 56.38985(N)    068 14 35.92504(W)     ADJUSTED  
 PE1803* NAVD 88     -                                                        
 PE1803  ___________________________________________________________________
 PE1803  LAPLACE CORR-           4.33  (seconds)                    DEFLEC99
 PE1803  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 PE1803
 PE1803  HORZ ORDER  -  THIRD
 PE1803
 PE1803.The horizontal coordinates were established by classical geodetic methods
 PE1803.and adjusted by the National Geodetic Survey in March 1998..
 PE1803
 PE1803
 PE1803.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1803
 PE1803.The geoid height was determined by GEOID03.
 PE1803
 PE1803;                    North         East     Units Scale Factor Converg.
 PE1803;SPC ME E     -    90,654.411   320,418.367   MT  0.99990513   +0 10 47.5
 PE1803;UTM  19      - 4,925,724.922   560,173.153   MT  0.99964453   +0 31 48.8
 PE1803
 PE1803                          SUPERSEDED SURVEY CONTROL
 PE1803
 PE1803  NAD 83(1992)-  44 28 56.38394(N)    068 14 35.92565(W) AD(       ) 4
 PE1803  NAD 83(1986)-  44 28 56.38252(N)    068 14 35.92945(W) AD(       ) 4
 PE1803  NAD 27      -  44 28 56.11000(N)    068 14 37.88000(W) AD(       ) 3
 PE1803
 PE1803.Superseded values are not recommended for survey control.
 PE1803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1803.See file dsdata.txt to determine how the superseded data were derived.
 PE1803
 PE1803_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK6017325725(NAD 83)
 PE1803
 PE1803  HISTORY     - Date     Condition        Report By
 PE1803  HISTORY     - UNK      MONUMENTED
 PE1803  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE1803  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE1803
 PE1803                          STATION DESCRIPTION
 PE1803
 PE1803'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1803'THE STATION IS LOST.
 PE1803
 PE1803                          STATION RECOVERY (1944)
 PE1803
 PE1803'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1803'THE STATION IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1732 ***********************************************************************
 PE1732  DESIGNATION -  MERCHANTS H BARN NORTH GABLE
 PE1732  PID         -  PE1732
 PE1732  STATE/COUNTY-  ME/HANCOCK
 PE1732  USGS QUAD   -  HANCOCK (1981)
 PE1732
 PE1732                         *CURRENT SURVEY CONTROL
 PE1732  ___________________________________________________________________
 PE1732* NAD 83(1996)-  44 31 26.90098(N)    068 19 24.63343(W)     ADJUSTED  
 PE1732* NAVD 88     -                                                        
 PE1732  ___________________________________________________________________
 PE1732  LAPLACE CORR-           4.49  (seconds)                    DEFLEC99
 PE1732  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 PE1732
 PE1732  HORZ ORDER  -  THIRD
 PE1732
 PE1732.The horizontal coordinates were established by classical geodetic methods
 PE1732.and adjusted by the National Geodetic Survey in March 1998..
 PE1732
 PE1732
 PE1732.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1732
 PE1732.The geoid height was determined by GEOID03.
 PE1732
 PE1732;                    North         East     Units Scale Factor Converg.
 PE1732;SPC ME E     -    95,282.913   314,029.034   MT  0.99990242   +0 07 25.5
 PE1732;UTM  19      - 4,930,313.043   553,757.318   MT  0.99963554   +0 28 27.7
 PE1732
 PE1732                          SUPERSEDED SURVEY CONTROL
 PE1732
 PE1732  NAD 83(1992)-  44 31 26.89385(N)    068 19 24.63394(W) AD(       ) 4
 PE1732  NAD 83(1986)-  44 31 26.89260(N)    068 19 24.63723(W) AD(       ) 4
 PE1732  NAD 27      -  44 31 26.61000(N)    068 19 26.58000(W) AD(       ) 3
 PE1732
 PE1732.Superseded values are not recommended for survey control.
 PE1732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1732.See file dsdata.txt to determine how the superseded data were derived.
 PE1732
 PE1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK5375730313(NAD 83)
 PE1732
 PE1732  HISTORY     - Date     Condition        Report By
 PE1732  HISTORY     - UNK      MONUMENTED
 PE1732  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE1732  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE1732
 PE1732                          STATION DESCRIPTION
 PE1732
 PE1732'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1732'THE STATION IS LOST.
 PE1732
 PE1732                          STATION RECOVERY (1944)
 PE1732
 PE1732'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1732'STATION IS LOST.  THERE IS NO BARN WITH N GABLE IN VICINITY AND
 PE1732'NO INFORMATION COULD BE OBTAINED ABOUT IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1551 ***********************************************************************
 OC1551  DESIGNATION -  MERICONEAG HOTEL FLAGSTAFF
 OC1551  PID         -  OC1551
 OC1551  STATE/COUNTY-  ME/CUMBERLAND
 OC1551  USGS QUAD   -  SOUTH HARPSWELL (1975)
 OC1551
 OC1551                         *CURRENT SURVEY CONTROL
 OC1551  ___________________________________________________________________
 OC1551* NAD 83(1996)-  43 44 11.25510(N)    070 01 16.52922(W)     ADJUSTED  
 OC1551* NAVD 88     -                                                        
 OC1551  ___________________________________________________________________
 OC1551  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 OC1551  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 OC1551
 OC1551  HORZ ORDER  -  THIRD
 OC1551
 OC1551.The horizontal coordinates were established by classical geodetic methods
 OC1551.and adjusted by the National Geodetic Survey in March 1998..
 OC1551
 OC1551
 OC1551.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1551
 OC1551.The geoid height was determined by GEOID03.
 OC1551
 OC1551;                    North         East     Units Scale Factor Converg.
 OC1551;SPC ME W     -   100,342.733   911,713.776   MT  0.99996835   +0 06 01.9
 OC1551;UTM  19      - 4,843,109.422   417,759.786   MT  0.99968319   -0 42 21.9
 OC1551
 OC1551                          SUPERSEDED SURVEY CONTROL
 OC1551
 OC1551  NAD 83(1992)-  43 44 11.25308(N)    070 01 16.52924(W) AD(       ) 4
 OC1551  NAD 83(1986)-  43 44 11.25896(N)    070 01 16.53468(W) AD(       ) 4
 OC1551  NAD 27      -  43 44 10.95700(N)    070 01 18.36000(W) AD(       ) 3
 OC1551
 OC1551.Superseded values are not recommended for survey control.
 OC1551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1551.See file dsdata.txt to determine how the superseded data were derived.
 OC1551
 OC1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ1776043109(NAD 83)
 OC1551
 OC1551  HISTORY     - Date     Condition        Report By
 OC1551  HISTORY     - 1941     MONUMENTED       CGS
 OC1551  HISTORY     - 20040729 MARK NOT FOUND   USPSQD
 OC1551
 OC1551                          STATION DESCRIPTION
 OC1551
 OC1551'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FLP)
 OC1551'THIS INTERSECTION STATION IS THE FLAGSTAFF APPROXIMATELY IN
 OC1551'THE CENTER OF THE OBSERVATION PLATFORM ON TOP OF THE MERRICONEAG
 OC1551'HOTEL, A LARGE, PROMINENT FRAME BUILDING ABOUT 0.4 MILE N OF
 OC1551'POTTS POINT AT SOUTH HARPSWELL, MAINE.
 OC1551
 OC1551                          STATION RECOVERY (2004)
 OC1551
 OC1551'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMW)
 OC1551'A LOCAL RESIDENT SAYS THE BUILDING WAS TORN DOWN IN THE 1950S
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1396 ***********************************************************************
 PE1396  DESIGNATION -  MERRIAM
 PE1396  PID         -  PE1396
 PE1396  STATE/COUNTY-  ME/KENNEBEC
 PE1396  USGS QUAD   -  GARDINER (1991)
 PE1396
 PE1396                         *CURRENT SURVEY CONTROL
 PE1396  ___________________________________________________________________
 PE1396* NAD 83(1996)-  44 12 19.41583(N)    069 51 38.14855(W)     ADJUSTED  
 PE1396* NAVD 88     -        48.674  (meters)     159.69   (feet)  ADJUSTED  
 PE1396  ___________________________________________________________________
 PE1396  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 PE1396  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 PE1396  DYNAMIC HT  -          48.669 (meters)     159.67  (feet)  COMP
 PE1396  MODELED GRAV-     980,526.8   (mgal)                       NAVD 88
 PE1396
 PE1396  HORZ ORDER  -  SECOND
 PE1396  VERT ORDER  -  SECOND    CLASS I
 PE1396
 PE1396.The horizontal coordinates were established by classical geodetic methods
 PE1396.and adjusted by the National Geodetic Survey in March 1998..
 PE1396
 PE1396.The orthometric height was determined by differential leveling
 PE1396.and adjusted by the National Geodetic Survey in June 1991..
 PE1396
 PE1396.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1396
 PE1396.The geoid height was determined by GEOID03.
 PE1396
 PE1396.The dynamic height is computed by dividing the NAVD 88
 PE1396.geopotential number by the normal gravity value computed on the
 PE1396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1396.degrees latitude (g = 980.6199 gals.).
 PE1396
 PE1396.The modeled gravity was interpolated from observed gravity values.
 PE1396
 PE1396;                    North         East     Units Scale Factor Converg.
 PE1396;SPC ME W     -   152,480.268   924,463.040   MT  0.99997402   +0 12 48.3
 PE1396;UTM  19      - 4,895,045.890   431,240.810   MT  0.99965814   -0 36 00.2
 PE1396
 PE1396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1396!SPC ME W     -   0.99999643  x   0.99997402  =   0.99997045
 PE1396!UTM  19      -   0.99999643  x   0.99965814  =   0.99965458
 PE1396
 PE1396|---------------------------------------------------------------------|
 PE1396| PID    Reference Object                     Distance      Geod. Az  |
 PE1396|                                                           dddmmss.s |
 PE1396| PE1395 32                                   22.752 METERS 03612     |
 PE1396| PE1400 GARD                                APPROX. 3.9 KM 1342211.7 |
 PE1396| PE2425 GARDINER FAA MICROWAVE              APPROX. 4.3 KM 1345827.2 |
 PE1396|---------------------------------------------------------------------|
 PE1396
 PE1396                          SUPERSEDED SURVEY CONTROL
 PE1396
 PE1396  NAD 83(1992)-  44 12 19.41468(N)    069 51 38.14732(W) AD(       ) 2
 PE1396  NAD 83(1986)-  44 12 19.41997(N)    069 51 38.15219(W) AD(       ) 2
 PE1396  NAD 27      -  44 12 19.15690(N)    069 51 39.97574(W) AD(       ) 2
 PE1396  NGVD 29 (??/??/92)   48.885  (m)          160.38   (f) ADJ UNCH    2 1
 PE1396
 PE1396.Superseded values are not recommended for survey control.
 PE1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1396.See file dsdata.txt to determine how the superseded data were derived.
 PE1396
 PE1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3124195046(NAD 83)
 PE1396_MARKER: DD = SURVEY DISK
 PE1396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1396_STAMPING: MERRIAM 1974
 PE1396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1396+STABILITY: SURFACE MOTION
 PE1396
 PE1396  HISTORY     - Date     Condition        Report By
 PE1396  HISTORY     - 1974     MONUMENTED       MEDT
 PE1396  HISTORY     - 1975     GOOD             MEDT
 PE1396
 PE1396                          STATION DESCRIPTION
 PE1396
 PE1396'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974 (RCA)
 PE1396'THE STATION IS LOCATED IN THE TOWN OF WEST GARDINER ON THE SOUTH
 PE1396'SIDE OF STATE ROUTES 9 AND 126, 7.1 MILES SOUTHWEST OF THE CITY OF
 PE1396'HALLOWELL, 5.3 MILES WEST-SOUTHWEST OF THE CITY OF GARDINER, 0.6
 PE1396'MILES EAST OF THE SETTLEMENT OF SPEARS CORNER, AND ON PROPERTY
 PE1396'OWNED BY THE STATE OF MAINE.
 PE1396'
 PE1396'TO REACH FROM THE POST OFFICE IN GARDINER, GO WEST ON STATE
 PE1396'ROUTES 9 AND 126, 1.9 MILES TO THE GARDINER/WEST GARDINER TOWN LINE,
 PE1396'CONTINUE WESTERLY ON STATE ROUTES 9 AND 126, 1.1 MILES TO THE
 PE1396'JUNCTION OF INTERSTATE 95 NORTHBOUND ENTRANCE RAMP, CONTINUE
 PE1396'WESTERLY ON STATE ROUTES 9 AND 126, 1.9 MILES TO THE STATION ON
 PE1396'THE LEFT.
 PE1396'
 PE1396'THE STATION MARK IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 PE1396'DISK STAMPED 1974 MERRIAM, AND SET FLUSH WITH THE GROUND IN A 12
 PE1396'INCH CYLINDRICAL CONCRETE POST.  IT IS 26.9 FEET SOUTH OF THE
 PE1396'CENTERLINE OF STATE ROUTES 9 AND 126, 8.2 FEET EAST OF POWER POLE
 PE1396'NUMBER 135J, 4.1 FEET NORTH OF THE ROADWAY RIGHT OF WAY FENCE,
 PE1396'3.3 FEET NORTH OF A METAL WITNESS POST, AND ON PROPERTY OWNED BY
 PE1396'THE STATE OF MAINE.
 PE1396'
 PE1396'THE REFERENCE MARK IS A UNITED STATES COAST AND GEODETIC SURVEY
 PE1396'AND MAINE STATE SURVEY DISK STAMPED NO 32, AND SET IN THE TOP
 PE1396'OF A 6 INCH BY 6 INCH CONCRETE POST WHICH PROJECTS 7 INCHES ABOVE
 PE1396'THE GROUND.  IT IS 14.5 FEET NORTHEAST OF A POWER POLE WITH A
 PE1396'METAL WITNESS SIGN, 27.0 FEET NORTH OF THE CENTERLINE OF STATE
 PE1396'ROUTES 9 AND 126, AND 24.0 FEET SOUTHWEST OF A 24 INCH PINE
 PE1396'TREE.
 PE1396'
 PE1396'THE UNDERGROUND STATION MARK IS A BRASS PLUG SET IN AN IRREGULAR
 PE1396'MASS OF CONCRETE 54 INCHES BELOW THE STATION MARK.
 PE1396'
 PE1396'NO OTHER REFERENCE MARKS OR AZIMUTH MARK WERE ESTABLISHED AT THIS
 PE1396'TIME.
 PE1396'
 PE1396'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 PE1396
 PE1396                          STATION RECOVERY (1975)
 PE1396
 PE1396'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 PE1396'2.2 MI SW FROM WEST GARDINER.
 PE1396'IN WEST GARDINER, ABOUT 0.3 MILES SOUTHWESTERLY ALONG I-95
 PE1396'FROM THE TOLL GATE AT WEST GARDINER TO STATE HIGHWAY 126.  THENCE
 PE1396'1.9 MILES WEST ALONG STATE HIGHWAY 126 TO THE STATION MARK.
 PE1396'A DISK SET FLUSH IN THE TOP OF A CYLINDRICAL CONCRETE POST 26.9
 PE1396'FEET SOUTH OF AND LEVEL WITH THE CENTERLINE OF THE HIGHWAY.
 PE1396'ALSO 8.2 FEET EAST OF CENTRAL MAINE POWER POLE 135J, 4.1 FEET
 PE1396'NORTH OF R/W FENCE AT 3.3 FEET NORTH OF THE METAL WITNESS POST
 PE1396'AND FLUSH WITH THE GROUND.  DISK IS ALSO 74.75 FEET SOUTHWEST OF
 PE1396'USC AND GS AND SS DISK STAMPED STA. NO. 32.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1260 ***********************************************************************
 OC1260  DESIGNATION -  MERRILL
 OC1260  PID         -  OC1260
 OC1260  STATE/COUNTY-  ME/CUMBERLAND
 OC1260  USGS QUAD   -  FREEPORT (1970)
 OC1260
 OC1260                         *CURRENT SURVEY CONTROL
 OC1260  ___________________________________________________________________
 OC1260* NAD 83(1996)-  43 50 42.25477(N)    070 07 13.63293(W)     ADJUSTED  
 OC1260* NAVD 88     -        51.917  (meters)     170.33   (feet)  ADJUSTED  
 OC1260  ___________________________________________________________________
 OC1260  LAPLACE CORR-           3.26  (seconds)                    DEFLEC99
 OC1260  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 OC1260  DYNAMIC HT  -          51.912 (meters)     170.31  (feet)  COMP
 OC1260  MODELED GRAV-     980,515.0   (mgal)                       NAVD 88
 OC1260
 OC1260  HORZ ORDER  -  SECOND
 OC1260  VERT ORDER  -  SECOND    CLASS I
 OC1260
 OC1260.The horizontal coordinates were established by classical geodetic methods
 OC1260.and adjusted by the National Geodetic Survey in March 1998..
 OC1260
 OC1260.The orthometric height was determined by differential leveling
 OC1260.and adjusted by the National Geodetic Survey in June 1991..
 OC1260
 OC1260.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1260
 OC1260.The geoid height was determined by GEOID03.
 OC1260
 OC1260.The dynamic height is computed by dividing the NAVD 88
 OC1260.geopotential number by the normal gravity value computed on the
 OC1260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1260.degrees latitude (g = 980.6199 gals.).
 OC1260
 OC1260.The modeled gravity was interpolated from observed gravity values.
 OC1260
 OC1260;                    North         East     Units Scale Factor Converg.
 OC1260;SPC ME W     -   112,400.663   903,716.082   MT  0.99996684   +0 01 55.2
 OC1260;UTM  19      - 4,855,275.494   409,934.962   MT  0.99969977   -0 46 34.3
 OC1260
 OC1260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1260!SPC ME W     -   0.99999595  x   0.99996684  =   0.99996279
 OC1260!UTM  19      -   0.99999595  x   0.99969977  =   0.99969572
 OC1260
 OC1260:                Primary Azimuth Mark                     Grid Az
 OC1260:SPC ME W     -  FREEPORT FAA MICROWAVE                   016 39 41.4
 OC1260:UTM  19      -  FREEPORT FAA MICROWAVE                   017 28 10.9
 OC1260
 OC1260|---------------------------------------------------------------------|
 OC1260| PID    Reference Object                     Distance      Geod. Az  |
 OC1260|                                                           dddmmss.s |
 OC1260| OC1440 FREEPORT FAA MICROWAVE              APPROX. 5.2 KM 0164136.6 |
 OC1260| OC1484 FREEPORT W MUN STANDPIPE            APPROX. 2.3 KM 0362413.1 |
 OC1260| OC1485 FREEPORT                            APPROX. 2.3 KM 0363933.5 |
 OC1260| OC1483 FREEPORT E MUN STANDPIPE            APPROX. 2.1 KM 0610152.6 |
 OC1260| OC1259 YA 10                                 6.517 METERS 08753     |
 OC1260| CE8316 MERRILL AZ MK                                      1991600.1 |
 OC1260| CE8317 MERRILL RM 2                         21.278 METERS 20557     |
 OC1260| OC1500 YARMOUTH CENTRAL UNIVERSAL CH       APPROX. 7.1 KM 2242246.1 |
 OC1260| OC1498 YARMOUTH FIRST PARISH CONG CH       APPROX. 7.2 KM 2244455.4 |
 OC1260| OC1507 YARMOUTH MUN S TANK                 APPROX. 8.5 KM 2272042.8 |
 OC1260| OC1506 YARMOUTH N MUN STANDPIPE            APPROX. 5.3 KM 2280817.5 |
 OC1260| OC1488 YARMOUTH YELLOW SPIRE               APPROX. 7.6 KM 2324202.2 |
 OC1260|---------------------------------------------------------------------|
 OC1260
 OC1260                          SUPERSEDED SURVEY CONTROL
 OC1260
 OC1260  NAD 83(1992)-  43 50 42.25329(N)    070 07 13.63300(W) AD(       ) 2
 OC1260  NAD 83(1986)-  43 50 42.25907(N)    070 07 13.63814(W) AD(       ) 2
 OC1260  NAD 27      -  43 50 41.97189(N)    070 07 15.46382(W) AD(       ) 2
 OC1260  NGVD 29 (??/??/92)   52.113  (m)          170.97   (f) ADJ UNCH    2 1
 OC1260
 OC1260.Superseded values are not recommended for survey control.
 OC1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1260.See file dsdata.txt to determine how the superseded data were derived.
 OC1260
 OC1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0993555275(NAD 83)
 OC1260_MARKER: DS = TRIANGULATION STATION DISK
 OC1260_SETTING: 66 = SET IN ROCK OUTCROP
 OC1260_SP_SET: ROCK OUTCROP
 OC1260_STAMPING: MERRILL 1974
 OC1260_MARK LOGO: MEDT  
 OC1260_MAGNETIC: N = NO MAGNETIC MATERIAL
 OC1260_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC1260+STABILITY: POSITION/ELEVATION WELL
 OC1260
 OC1260  HISTORY     - Date     Condition        Report By
 OC1260  HISTORY     - 1974     MONUMENTED       MEDT
 OC1260  HISTORY     - 1975     GOOD             MEDT
 OC1260  HISTORY     - 19840823 GOOD             NGS
 OC1260
 OC1260                          STATION DESCRIPTION
 OC1260
 OC1260'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974 (RCA)
 OC1260'THE STATION IS LOCATED ON THE WEST SIDE OF INTERSTATE HIGHWAY 95,
 OC1260'ABOUT 1-1/2 MILES SOUTHWEST OF FREEPORT, 4-1/4 MILES NORTHEAST OF
 OC1260'YARMOUTH, AND 1-1/4 MILES WEST OF PORTER LANDING, ON PROPERTY
 OC1260'OWNED BY THE STATE OF MAINE.
 OC1260'
 OC1260'TO REACH THE STATION FROM THE U.S. POST OFFICE IN FREEPORT,
 OC1260'PROCEED NORTH ON U.S. ROUTE 1 FOR 0.1 MILE TO A SIDE ROAD LEFT
 OC1260'(STATE ROUTES 125 AND 136).  TURN LEFT AND PROCEED WEST ON STATE
 OC1260'ROUTES 125 AND 136 FOR 0.45 MILE TO THE CENTERLINE OF THE BRIDGE
 OC1260'OVER INTERSTATE HIGHWAY 95, CONTINUE WEST 0.10 MILE TO INTERSTATE
 OC1260'HIGHWAY 95 SOUTHBOUND ENTRANCE RAMP ON THE LEFT.  TURN LEFT AND
 OC1260'PROCEED SOUTH ON INTERSTATE HIGHWAY 95 FOR 0.95 MILE TO A
 OC1260'BRIDGE OVER THE MAINE CENTRAL RAILROAD TRACKS.  CONTINUE SOUTH
 OC1260'ALONG INTERSTATE HIGHWAY 95 0.55 MILE TO THE STATION MARK ON
 OC1260'THE RIGHT.
 OC1260'
 OC1260'THE STATION MARK IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 OC1260'DISK STAMPED 1974 MERRILL, SET IN A DRILL HOLE IN ROCK LEDGE.  THE
 OC1260'STATION MARK IS SET FLUSH WITH THE LEDGE.  IT IS 13.0 FEET
 OC1260'NORTHWEST OF A WOVEN WIRE FENCE AND 108.5 FEET NORTHWEST OF THE
 OC1260'CENTERLINE OF INTERSTATE HIGHWAY 95, SOUTHBOUND LANE.
 OC1260'
 OC1260'THE AZIMUTH MARK IS A BROKEN STUB OF A DISK SET 1/2-INCH BELOW THE
 OC1260'CONCRETE SURFACE OF THE SOUTHWEST ABUTMENT OF THE DESERT ROAD
 OC1260'BRIDGE OVER INTERSTATE HIGHWAY 95.  IT IS 1.2 FEET EAST OF THE
 OC1260'NORTHEAST CORNER OF SAID DESERT ROAD BRIDGE, 7.0 FEET NORTHEAST OF
 OC1260'TELEPHONE POLE NUMBER 4 AND 37.0 FEET SOUTH OF TELEPHONE POLE
 OC1260'NUMBER 45.
 OC1260'
 OC1260'REFERENCE MARK 1 IS A MAINE STATE HIGHWAY COMMISSION MARK SET IN
 OC1260'ROCK LEDGE, STAMPED YA-10.  THE MARK IS SET FLUSH WITH THE
 OC1260'LEDGE.  IT IS 5.5 FEET SOUTHEAST OF A WOVEN WIRE FENCE AND 87.0
 OC1260'FEET NORTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANE OF
 OC1260'INTERSTATE HIGHWAY 95.
 OC1260'
 OC1260'REFERENCE MARK 2 IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 OC1260'DISK STAMPED RM 2 1974 MERRILL, SET IN ROCK LEDGE.  IT IS 13.4
 OC1260'FEET NORTHWEST OF A WOVEN WIRE FENCE AND 108.9 FEET NORTHWEST OF
 OC1260'THE CENTERLINE OF THE SOUTHBOUND LANE OF INTERSTATE HIGHWAY 95.
 OC1260'
 OC1260'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 OC1260
 OC1260                          STATION RECOVERY (1975)
 OC1260
 OC1260'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 OC1260'1.5 MI SW FROM FREEPORT.
 OC1260'ABOUT 1.5 MILES SOUTHWEST ALONG I-95 SOUTHBOUND FROM STATE HIGHWAY
 OC1260'125, 136 OVERPASS CROSSING I-95 (FREEPORT-DURHAM EXIT) AND ALSO 0.15
 OC1260'MILE NORTHEAST FROM THE DESERT OF MAINE ROAD OVERPASS.  A DISK SET
 OC1260'FLUSH IN THE LEDGE OUTCROP IN FREEPORT 108 FEET NORTHWEST OF AND 2
 OC1260'FEET ABOVE THE CENTERLINE OF I-95 SOUTHBOUND, 13 FEET NORTHWEST OF THE
 OC1260'WOVEN WIRE R/W FENCE.  ALSO 21.38 FEET WEST OF MAINE STATE HIGHWAY
 OC1260'COMMISSION, JAMES W. SEWALL CO. DISK STAMPED YA-10.
 OC1260
 OC1260                          STATION RECOVERY (1984)
 OC1260
 OC1260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 OC1260'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 OC1260'RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS IN THE WAY OF
 OC1260'CONSTRUCTION WORK AND WAS DESTROYED AFTER AZIMUTH MARK 2 WAS
 OC1260'ESTABLISHED.  THE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS
 OC1260'CHECKED.  A NEW DESCRIPTION FOLLOWS.
 OC1260' 
 OC1260'THE STATION IS LOCATED ON THE WEST SIDE OF INTERSTATE HIGHWAY 95, 6.8
 OC1260'KM (4.25 MI) NORTHEAST OF YARMOUTH, 2.4 KM (1.5 MI) SOUTHWEST OF
 OC1260'FREEPORT, 2.0 KM (1.25 MI) WEST OF PORTER LANDING AND ON PROPERTY
 OC1260'OWNED BY THE STATE OF MAINE.
 OC1260' 
 OC1260'TO REACH THE STATION FROM THE POST OFFICE IN FREEPORT, GO NORTH ON US
 OC1260'HIGHWAY 1 FOR 0.2 KM (0.1 MI) TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 OC1260'WEST ON STATE HIGHWAYS 125 AND 136 FOR 0.9 KM (0.55 MI) TO THE
 OC1260'SOUTHBOUND ENTRANCE RAMP FOR INTERSTATE HIGHWAY 95.  TURN LEFT AND GO
 OC1260'SOUTH ON I-95 FOR 1.5 KM (0.95 MI) TO A BRIDGE OVER THE MAIN CENTRAL
 OC1260'RAILROAD TRACKS.  CONTINUE SOUTH ON I-95 FOR 0.6 KM (0.35 MI) TO
 OC1260'AZIMUTH MARK 2 ON THE LEFT.  CONTINUE SOUTH ON I-95 FOR 0.3 KM (0.2
 OC1260'MI) TO THE STATION ON THE RIGHT.
 OC1260' 
 OC1260'THE STATION IS A STANDARD MEDOT DISK STAMPED--1974--, SET INTO A ROCK
 OC1260'LEDGE 2.0 FT (6.1 M) LARGEST DIMENSION LOCATED 108.5 FT (33.1 M) NW
 OC1260'FROM THE CENTERLINE OF THE SOUTHBOUND LANE OF I-95, AND 13.0 FT (4.0
 OC1260'M) NW FROM A WIRE FENCE.
 OC1260' 
 OC1260'REFERNCE MARK NO 1 IS A MAINE STATE HIGHWAY COMMISSION DISK
 OC1260'STAMPED--YA-10--, CEMENTED IN A DRILL HOLE IN THE SAME ROCK LEDGE THE
 OC1260'STATION MARK IS SET IN.  IT IS LOCATED 87.0 FT (26.5 M) NW FROM THE
 OC1260'CENTERLINE OF THE SOUTHBOUND LANE OF I-95, 5.5 FT (1.7 M) SE FROM THE
 OC1260'FIRE FENCE, AND 3.0 FT (0.9 M) LOWER THAN THE STATION.
 OC1260' 
 OC1260'REFERENCE MARK NO 2 IS A MEDOT DISK STAMPED--RM 2 1974--, SET INTO A
 OC1260'ROCK LEDGE 5.0 FT (1.5 M) LARGEST DIMENSION LOCATED 108.9 FT (33.2 M)
 OC1260'NW FROM THE CENTERLINE OF THE SOUTHBOUND LANE OF I-95, 13.4 FT (4.1 M)
 OC1260'NW FROM THE WIRE FENCE, AND 1.0 FT (0.3 M) LOWER THAN THE STATION.
 OC1260' 
 OC1260'AZIMUTH MARK NO 2 IS A STANDARD MEDOT DISK STAMPED--MERRILL 1974 AZ MK
 OC1260'2 1984--, SET INTO A ROCK LEDGE 4.0 FT (1.2 M) LARGEST DIMENSION
 OC1260'LOCATED 89.0 FT (27.1 M) SE FROM THE CENTERLINE OF THE NORTHBOUND LANE
 OC1260'OF I-95, 16.9 FT (3.3 M) NW FROM THE RIGHT-OF-WAY FENCE, 8.1 FT (2.5
 OC1260'M) NW FROM A METAL WITNESS POST, AND 14.7 FT (4.5 M) W FROM AN 8-INCH
 OC1260'BEECH TREE.
 OC1260' 
 OC1260'TO REACH THE AZIMUTH MARK FROM A POINT OPPOSITE THE STATION MARK, GO
 OC1260'NORTHEAST ON I-95 FOR 0.3 KM (0.2 MI) TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2760 ***********************************************************************
 OC2760  DESIGNATION -  MERRILL
 OC2760  PID         -  OC2760
 OC2760  STATE/COUNTY-  ME/OXFORD
 OC2760  USGS QUAD   -  CORNISH (1964)
 OC2760
 OC2760                         *CURRENT SURVEY CONTROL
 OC2760  ___________________________________________________________________
 OC2760* NAD 83(1996)-  43 51 18.11543(N)    070 51 19.95583(W)     ADJUSTED  
 OC2760* NAVD 88     -       491.1    (meters)    1611.     (feet)  VERTCON   
 OC2760  ___________________________________________________________________
 OC2760  LAPLACE CORR-           3.50  (seconds)                    DEFLEC99
 OC2760  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 OC2760
 OC2760  HORZ ORDER  -  FIRST
 OC2760
 OC2760.The horizontal coordinates were established by classical geodetic methods
 OC2760.and adjusted by the National Geodetic Survey in March 1998..
 OC2760
 OC2760.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2760
 OC2760.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2760
 OC2760.The geoid height was determined by GEOID03.
 OC2760
 OC2760;                    North         East     Units Scale Factor Converg.
 OC2760;SPC ME W     -   113,737.066   844,615.266   MT  1.00000438   -0 28 38.2
 OC2760;UTM  19      - 4,857,445.139   350,870.636   MT  0.99987354   -1 17 09.0
 OC2760
 OC2760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2760!SPC ME W     -   0.99992725  x   1.00000438  =   0.99993163
 OC2760!UTM  19      -   0.99992725  x   0.99987354  =   0.99980080
 OC2760
 OC2760:                Primary Azimuth Mark                     Grid Az
 OC2760:SPC ME W     -  EAST BALDWIN CORNWALL TANK               112 06 16.1
 OC2760:UTM  19      -  EAST BALDWIN CORNWALL TANK               112 54 46.9
 OC2760
 OC2760|---------------------------------------------------------------------|
 OC2760| PID    Reference Object                     Distance      Geod. Az  |
 OC2760|                                                           dddmmss.s |
 OC2760| OC2610 EAST BALDWIN CORNWALL TANK          APPROX.14.9 KM 1113737.9 |
 OC2760| OC2757 CORNISH ATT MICROWAVE               APPROX. 3.5 KM 1234253.7 |
 OC2760| CE8318 MERRILL RM 1                         17.696 METERS 14343     |
 OC2760| CE8319 MERRILL RM 2                         24.489 METERS 20654     |
 OC2760| OC2772 BOUNDARY MON 33 ME NH               APPROX.11.4 KM 2855036.3 |
 OC2760|---------------------------------------------------------------------|
 OC2760
 OC2760                          SUPERSEDED SURVEY CONTROL
 OC2760
 OC2760  NAD 83(1992)-  43 51 18.11536(N)    070 51 19.95792(W) AD(       ) 1
 OC2760  NAD 83(1986)-  43 51 18.12355(N)    070 51 19.96224(W) AD(       ) 1
 OC2760  NAD 27      -  43 51 17.85932(N)    070 51 21.73127(W) AD(       ) 1
 OC2760  NGVD 29 (07/19/86)  491.2    (m)         1612.     (f) VERT ANG       
 OC2760
 OC2760.Superseded values are not recommended for survey control.
 OC2760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2760.See file dsdata.txt to determine how the superseded data were derived.
 OC2760
 OC2760_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ5087157445(NAD 83)
 OC2760_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OC2760_SETTING: 66 = SET IN ROCK OUTCROP
 OC2760
 OC2760  HISTORY     - Date     Condition        Report By
 OC2760  HISTORY     - 1976     MONUMENTED       NGS
 OC2760  HISTORY     - 20040529 POOR             GEOCAC
 OC2760
 OC2760                          STATION DESCRIPTION
 OC2760
 OC2760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2760'THE STATION IS LOCATED AT THE SUMMIT OF BILL MERRILL MOUNTAIN,
 OC2760'ABOUT 3.6 MILES NORTH-NORTHEAST OF KEZAR FALLS, 3.6 MILES
 OC2760'SOUTHWEST OF HIRAM AND 4.3 MILES SOUTHEAST OF CORNISH. IT IS
 OC2760'ON PROPERTY OWNED BY MR. ROBERT MARSTON , HIRAM HILL ROAD,
 OC2760'HIRAM MAINE. PHONE 289-2391. ALSO, TO REACH THE STATION YOU
 OC2760'MUST CROSS THE PROPERTY OF MR. DAVID CURTIN, LEXINGTON, MASS.
 OC2760'
 OC2760'TO REACH THE STATION FROM THE POST OFFICE IN CORNISH GO WEST
 OC2760'ON STATE ROUTES 5 AND 25 FOR 0.3 MILE TO A SIDE ROAD LEFT,
 OC2760'STATE ROUTE 5, CONTINUE STRAIGHT AHEAD FOLLOWING STATE ROUTE
 OC2760'25 FOR 0.15 MILE TO A FORK . KEEP RIGHT AND GO NORTHWEST
 OC2760'FOLLOWING PAVED ROAD FOR 1.0 MILE TO A SIDE ROAD RIGHT. TURN
 OC2760'RIGHT, GO NORTH FOLLOWING PAVED ROAD FOR 1.2 MILES TO A SIDE
 OC2760'ROAD LEFT. TURN LEFT, GO NORTHWEST ON AN ASPHALT ROAD FOR 2.2
 OC2760'MILES TO THE END OF ASPHALT. CONTINUE STRAIGHT AHEAD FOLLOWING
 OC2760'GRAVEL ROAD FOR 0.3 MILE TO A TRACK ROAD RIGHT. TURN RIGHT,
 OC2760'GO UPHILL FOLLOWING TRACK ROAD FOR 0.90 MILE TO THE TOP OF
 OC2760'THE HILL AND THE STATION MARK ON THE HIGHEST POINT.
 OC2760'
 OC2760'THE STATION MARK, STAMPED---MERRILL 1976---, IS A STANDARD
 OC2760'DISK CEMENTED IN A DRILL HOLE IN
 OC2760'OUTCROPPING BEDROCK. IT IS 9.0 FEET NORTH OF A TRIANGLE BLAZED
 OC2760'5-INCH OAK TREE.
 OC2760'
 OC2760'REFERENCE MARK 1, STAMPED ---MERRILL NO 1 1976---, IS A
 OC2760'STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 OC2760'IT IS FLUSH WITH THE GROUND AND 1.5 FEET NORTHWEST OF A METAL
 OC2760'WITNESS POST.
 OC2760'
 OC2760'REFERENCE MARK 2, STAMPED---MERRILL NO 2 1976--- IS A STANDARD
 OC2760'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK. IT IS
 OC2760'FLUSH WITH THE GROUND AND 2.0 FEET NORTHEAST OF A METAL WITNESS
 OC2760'POST.
 OC2760'
 OC2760'THERE WAS NO SUITABLE PLACE FOR AN AZIMUTH MARK.
 OC2760'
 OC2760'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 18.8 METERS.
 OC2760'
 OC2760'A FOUR WHEEL DRIVE IS NEEDED TO REACH THE STATION.
 OC2760'
 OC2760'DESCRIBED BY JOHN R. HIGGINS.
 OC2760
 OC2760                          STATION RECOVERY (2004)
 OC2760
 OC2760'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 OC2760'THIS IS A ROUGH CLIMB (1,000 VERTICAL FEET IN 3,000 HORIZONTAL). ATV
 OC2760'PASSAGE IS POSSIBLE.
 OC2760' 
 OC2760'FOUND MAIN DISC, MERRILL, IN GOOD CONDITION AT THE DESCRIBED LOCATION.
 OC2760' 
 OC2760' 
 OC2760'MERRILL RM NO.1 IS MISSING AND PRESUMED DESTROYED. FOUND THE BORE HOLE
 OC2760'AT THE EXACT DISTANCE AND ANGLE FROM MAIN DISC.
 OC2760' 
 OC2760'MERRILL RM NO.2 WAS FOUND IN GOOD CONDITION AT THE DESCRIBED LOCATION.
 OC2760' 
 OC2760' 
 OC2760'THERE WERE NO WITNESS POSTS FOUND ANYWHERE IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1073 ***********************************************************************
 PF1073  DESIGNATION -  MERRILL HILL
 PF1073  PID         -  PF1073
 PF1073  STATE/COUNTY-  ME/ANDROSCOGGIN
 PF1073  USGS QUAD   -  LAKE AUBURN EAST (1979)
 PF1073
 PF1073                         *CURRENT SURVEY CONTROL
 PF1073  ___________________________________________________________________
 PF1073* NAD 83(1996)-  44 11 59.49545(N)    070 10 10.41210(W)     ADJUSTED  
 PF1073* NAVD 88     -       203.     (meters)     666.     (feet)  SCALED    
 PF1073  ___________________________________________________________________
 PF1073  LAPLACE CORR-           3.79  (seconds)                    DEFLEC99
 PF1073  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 PF1073
 PF1073  HORZ ORDER  -  THIRD
 PF1073
 PF1073.The horizontal coordinates were established by classical geodetic methods
 PF1073.and adjusted by the National Geodetic Survey in March 1998..
 PF1073
 PF1073.The orthometric height was scaled from a topographic map.
 PF1073
 PF1073.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1073
 PF1073.The geoid height was determined by GEOID03.
 PF1073
 PF1073;                    North         East     Units Scale Factor Converg.
 PF1073;SPC ME W     -   151,819.880   899,768.811   MT  0.99996667   -0 00 07.3
 PF1073;UTM  19      - 4,894,736.235   406,546.799   MT  0.99970741   -0 48 55.6
 PF1073
 PF1073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1073!SPC ME W     -   0.99997231  x   0.99996667  =   0.99993898
 PF1073!UTM  19      -   0.99997231  x   0.99970741  =   0.99967973
 PF1073
 PF1073:                Primary Azimuth Mark                     Grid Az
 PF1073:SPC ME W     -  WOODBURY                                 198 14 13.5
 PF1073:UTM  19      -  WOODBURY                                 199 03 01.8
 PF1073
 PF1073|---------------------------------------------------------------------|
 PF1073| PID    Reference Object                     Distance      Geod. Az  |
 PF1073|                                                           dddmmss.s |
 PF1073| PF1072 WOODBURY                            APPROX.19.4 KM 1981406.2 |
 PF1073|---------------------------------------------------------------------|
 PF1073
 PF1073                          SUPERSEDED SURVEY CONTROL
 PF1073
 PF1073  NAD 83(1992)-  44 11 59.49468(N)    070 10 10.41115(W) AD(       ) 3
 PF1073  NAD 83(1986)-  44 11 59.50021(N)    070 10 10.41546(W) AD(       ) 3
 PF1073  NAD 27      -  44 11 59.23928(N)    070 10 12.22259(W) AD(       ) 3
 PF1073
 PF1073.Superseded values are not recommended for survey control.
 PF1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1073.See file dsdata.txt to determine how the superseded data were derived.
 PF1073
 PF1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0654794736(NAD 83)
 PF1073_MARKER: DD = SURVEY DISK
 PF1073_SETTING: 66 = SET IN ROCK OUTCROP
 PF1073_SP_SET: SET IN ROCK OUTCROP
 PF1073_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PF1073+STABILITY: POSITION/ELEVATION WELL
 PF1073
 PF1073  HISTORY     - Date     Condition        Report By
 PF1073  HISTORY     - 1905     MONUMENTED       USGS
 PF1073
 PF1073                          STATION DESCRIPTION
 PF1073
 PF1073'DESCRIBED BY US GEOLOGICAL SURVEY 1905
 PF1073'IN TOWN OF GREENE, ABOUT 1.0 MI N. OF GREENE CENTER, ON BALD KNOB
 PF1073'OF CLARK MOUNTAIN, ON LAND OF F. E. MERRILL AND 200 YARDS N. OF HIS
 PF1073'RESIDENCE.
 PF1073'
 PF1073'STATION MARK, STANDARD DISK IN SOLID ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0277 ***********************************************************************
 QH0277  DESIGNATION -  MERRILL IBC
 QH0277  PID         -  QH0277
 QH0277  STATE/COUNTY-  ME/FRANKLIN
 QH0277  USGS QUAD   -  MERRILL MOUNTAIN (1970)
 QH0277
 QH0277                         *CURRENT SURVEY CONTROL
 QH0277  ___________________________________________________________________
 QH0277* NAD 83(1996)-  45 28 34.42037(N)    070 41 14.72745(W)     ADJUSTED  
 QH0277* NAVD 88     -      1014.     (meters)    3327.     (feet)  SCALED    
 QH0277  ___________________________________________________________________
 QH0277  LAPLACE CORR-           8.44  (seconds)                    DEFLEC99
 QH0277  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 QH0277
 QH0277  HORZ ORDER  -  SECOND
 QH0277
 QH0277.The horizontal coordinates were established by classical geodetic methods
 QH0277.and adjusted by the National Geodetic Survey in March 1998..
 QH0277
 QH0277.The orthometric height was scaled from a topographic map.
 QH0277
 QH0277.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0277
 QH0277.The geoid height was determined by GEOID03.
 QH0277
 QH0277;                    North         East     Units Scale Factor Converg.
 QH0277;SPC ME W     -   293,788.084   859,282.834   MT  0.99998704   -0 22 16.6
 QH0277;UTM  19      - 5,037,240.355   368,111.762   MT  0.99981386   -1 12 11.7
 QH0277
 QH0277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0277!SPC ME W     -   0.99984512  x   0.99998704  =   0.99983216
 QH0277!UTM  19      -   0.99984512  x   0.99981386  =   0.99965901
 QH0277
 QH0277:                Primary Azimuth Mark                     Grid Az
 QH0277:SPC ME W     -  MON 405 MOOSE IBC                        325 43 36.0
 QH0277:UTM  19      -  MON 405 MOOSE IBC                        326 33 31.1
 QH0277
 QH0277|---------------------------------------------------------------------|
 QH0277| PID    Reference Object                     Distance      Geod. Az  |
 QH0277|                                                           dddmmss.s |
 QH0277| QH0478 MON 405 MOOSE IBC                   APPROX. 3.6 KM 3252119.4 |
 QH0277|---------------------------------------------------------------------|
 QH0277
 QH0277                          SUPERSEDED SURVEY CONTROL
 QH0277
 QH0277  NAD 83(1992)-  45 28 34.41944(N)    070 41 14.72225(W) AD(       ) 2
 QH0277  NAD 83(1992)-  45 28 34.42622(N)    070 41 14.71547(W) AD(       ) 2
 QH0277  NAD 83(1986)-  45 28 34.42175(N)    070 41 14.72399(W) AD(       ) 2
 QH0277  NAD 27      -  45 28 34.25700(N)    070 41 16.46000(W) AD(       ) 2
 QH0277
 QH0277.Superseded values are not recommended for survey control.
 QH0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0277.See file dsdata.txt to determine how the superseded data were derived.
 QH0277
 QH0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL6811237240(NAD 83)
 QH0277_MARKER: DD = SURVEY DISK
 QH0277_SETTING: 80 = SET IN A BOULDER
 QH0277_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QH0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0277+STABILITY: SURFACE MOTION
 QH0277
 QH0277  HISTORY     - Date     Condition        Report By
 QH0277  HISTORY     - 1915     MONUMENTED       IBC
 QH0277  HISTORY     - 1941     GOOD             IBC
 QH0277
 QH0277                          STATION DESCRIPTION
 QH0277
 QH0277'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1915 (JH)
 QH0277'IN TOWNSHIP 7, RANGE 2, ON THE HIGH MOUNTAIN, ABOUT 1-1/4 MILES
 QH0277'SOUTH - SOUTHEAST OF VAN DYKE MOUNTAIN AND ONE - HALF MILE EAST OF
 QH0277'MONUMENT 407, AND NORTH OF THE SOURCE OF MERRILL BROOK.  THE STATION
 QH0277'IS ON THE NORTHEAST END OF THE TOP OF THE MOUNTAIN AND ABOUT
 QH0277'ONE - FOURTH MILE FROM THE NEAREST POINT OF THE BOUNDARY.
 QH0277'
 QH0277'STATION MARK--A BRONZE DISK CEMENTED IN A DRILL HOLE IN AN 80 - POUND
 QH0277'ROCK WITH LOOSE ROCKS PILED AROUND IT.
 QH0277
 QH0277                          STATION RECOVERY (1941)
 QH0277
 QH0277'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941 (FHB)
 QH0277'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1067 ***********************************************************************
 PF1067  DESIGNATION -  MERV
 PF1067  PID         -  PF1067
 PF1067  STATE/COUNTY-  ME/ANDROSCOGGIN
 PF1067  USGS QUAD   -  LEWISTON (1979)
 PF1067
 PF1067                         *CURRENT SURVEY CONTROL
 PF1067  ___________________________________________________________________
 PF1067* NAD 83(1996)-  44 01 31.42584(N)    070 12 43.51519(W)     ADJUSTED  
 PF1067* NAVD 88     -        89.8    (meters)     295.     (feet)  VERTCON   
 PF1067  ___________________________________________________________________
 PF1067  LAPLACE CORR-           2.97  (seconds)                    DEFLEC99
 PF1067  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 PF1067
 PF1067  HORZ ORDER  -  SECOND
 PF1067
 PF1067.The horizontal coordinates were established by classical geodetic methods
 PF1067.and adjusted by the National Geodetic Survey in March 1998..
 PF1067
 PF1067.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF1067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF1067
 PF1067.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1067
 PF1067.The geoid height was determined by GEOID03.
 PF1067
 PF1067;                    North         East     Units Scale Factor Converg.
 PF1067;SPC ME W     -   132,436.080   896,358.639   MT  0.99996683   -0 01 53.6
 PF1067;UTM  19      - 4,875,407.649   402,863.160   MT  0.99971605   -0 50 32.8
 PF1067
 PF1067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1067!SPC ME W     -   0.99999004  x   0.99996683  =   0.99995687
 PF1067!UTM  19      -   0.99999004  x   0.99971605  =   0.99970609
 PF1067
 PF1067|---------------------------------------------------------------------|
 PF1067| PID    Reference Object                     Distance      Geod. Az  |
 PF1067|                                                           dddmmss.s |
 PF1067| CE8108 MERV RM 2                            19.003 METERS 00011     |
 PF1067| PF1065 MERV AZ MK                          272.293 METERS 02251     |
 PF1067| PF1066 MERV RM 1                            14.531 METERS 08230     |
 PF1067| PF1061 BLAKES                              APPROX. 7.7 KM 1063905.1 |
 PF1067|---------------------------------------------------------------------|
 PF1067
 PF1067                          SUPERSEDED SURVEY CONTROL
 PF1067
 PF1067  NAD 83(1992)-  44 01 31.42482(N)    070 12 43.51475(W) AD(       ) 2
 PF1067  NAD 83(1986)-  44 01 31.43071(N)    070 12 43.51939(W) AD(       ) 2
 PF1067  NAD 27      -  44 01 31.16284(N)    070 12 45.32611(W) AD(       ) 2
 PF1067  NGVD 29 (07/19/86)   90.0    (m)          295.     (f) VERT ANG       
 PF1067
 PF1067.Superseded values are not recommended for survey control.
 PF1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1067.See file dsdata.txt to determine how the superseded data were derived.
 PF1067
 PF1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0286375408(NAD 83)
 PF1067_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PF1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PF1067_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PF1067
 PF1067  HISTORY     - Date     Condition        Report By
 PF1067  HISTORY     - 1977     MONUMENTED       NGS
 PF1067
 PF1067                          STATION DESCRIPTION
 PF1067
 PF1067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLO)
 PF1067'THE STATION IS LOCATED 5 MILES SOUTH OF LEWISTON, 3 MILES
 PF1067'EAST OF EXIT 12 OF THE MAINE TURNPIKE AND 1.5 MILES
 PF1067'SOUTHWEST OF THE ANDROSCOGGIN RIVER.
 PF1067'
 PF1067'TO REACH THE STATION FROM THE JUNCTION OF EXIT 12 OF THE
 PF1067'MAINE TURNPIKE AND STATE ROUTE 4 IN AUBURN, GO NORTH ON
 PF1067'STATE ROUTE 4 FOR 0.5 MILE TO A SIDE ROAD RIGHT. TURN RIGHT,
 PF1067'GO 0.55 MILE TO CROSSROADS. TURN LEFT, GO 1.15 MILES TO A
 PF1067'SIDE ROAD RIGHT. TURN RIGHT ON HARMONS CORNER ROAD, GO 0.2
 PF1067'MILE TO CROSSROADS. GO STRAIGHT AHEAD FOR 0.6 MILE TO
 PF1067'ANOTHER CROSSROADS. GO STRAIGHT AHEAD FOR 0.5 MILE TO
 PF1067'SOPERS MILL ROAD ON THE RIGHT. TURN RIGHT, GO 0.95 MILE TO
 PF1067'THE AZIMUTH ON THE RIGHT NEAR RIOUXS MAILBOX. CONTINUE
 PF1067'STRAIGHT AHEAD FOR 0.15 MILE TO THE STATION ON THE RIGHT.
 PF1067'
 PF1067'THE STATION MARKS, STAMPED---MERV 1977---, ARE STANDARD
 PF1067'DISKS. THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 PF1067'CYLINDRICAL CONCRETE POST WHICH IS FLUSH WITH THE GROUND
 PF1067'SURFACE. THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 PF1067'IRREGULAR MASS OF CONCRETE WHICH IS 45 INCHES BELOW THE GROUND
 PF1067'SURFACE. THEY ARE 26 FEET NORTHWEST OF THE CENTERLINE OF THE
 PF1067'ROAD, 43 FEET SOUTH OF A CLUMP OF MAPLE TREES AND 69 FEET
 PF1067'EAST-NORTHEAST OF POLE NUMBER 127-5/4/016.
 PF1067'A 3/8-INCH BY 24-INCH STEEL REINFORCING BAR WAS
 PF1067'INSTALLED IN THE STATION MARK.
 PF1067'
 PF1067'REFERENCE MARK 1, STAMPED---MERV NO 1 1977---, IS A STANDARD
 PF1067'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST
 PF1067'WHICH IS FLUSH WITH THE GROUND SURFACE. IT IS 17 FEET
 PF1067'SOUTH-SOUTHWEST OF THE CORNER OF A BARBED WIRE FENCE, 18
 PF1067'FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD AND 46.5 FEET
 PF1067'NORTH OF A 2-INCH MAPLE TREE WHICH IS NEWLY TRANSPLANTED IN
 PF1067'A LAWN.
 PF1067'
 PF1067'REFERENCE MARK 2, STAMPED---MERV NO 2 1977---, IS A STANDARD
 PF1067'DISK CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH
 PF1067'THE GROUND SURFACE. IT IS 19 FEET NORTH OF A CLUMP OF MAPLE
 PF1067'TREES AND 44 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD.
 PF1067'
 PF1067'THE AZIMUTH MARK, STAMPED---MERV 1977---, IS A STANDARD
 PF1067'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 PF1067'IS FLUSH WITH THE GROUND SURFACE. IT IS 27 FEET WEST OF THE
 PF1067'CENTERLINE OF THE ROAD, 59 FEET WEST-NORTHWEST OF A 12-INCH
 PF1067'WILLOW TREE AND 90.5 FEET SOUTHWEST OF POWER POLE NUMBER
 PF1067'9/021.
 PF1067'
 PF1067'THE HEIGHT OF THE LIGHT WAS 1.5 METERS.
 PF1067'
 PF1067'DESCRIBED BY JERRY E. ELLINGWOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1065 ***********************************************************************
 PF1065  DESIGNATION -  MERV AZ MK
 PF1065  PID         -  PF1065
 PF1065  STATE/COUNTY-  ME/ANDROSCOGGIN
 PF1065  USGS QUAD   -  LEWISTON (1979)
 PF1065
 PF1065                         *CURRENT SURVEY CONTROL
 PF1065  ___________________________________________________________________
 PF1065* NAD 83(1996)-  44 01 39.55536(N)    070 12 38.76609(W)     ADJUSTED  
 PF1065* NAVD 88     -        80.1    (meters)     263.     (feet)  VERTCON   
 PF1065  ___________________________________________________________________
 PF1065  LAPLACE CORR-           2.97  (seconds)                    DEFLEC99
 PF1065  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 PF1065
 PF1065  HORZ ORDER  -  SECOND
 PF1065
 PF1065.The horizontal coordinates were established by classical geodetic methods
 PF1065.and adjusted by the National Geodetic Survey in March 1998..
 PF1065
 PF1065.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF1065.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF1065
 PF1065.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1065
 PF1065.The geoid height was determined by GEOID03.
 PF1065
 PF1065;                    North         East     Units Scale Factor Converg.
 PF1065;SPC ME W     -   132,686.929   896,464.532   MT  0.99996682   -0 01 50.3
 PF1065;UTM  19      - 4,875,656.911   402,972.565   MT  0.99971579   -0 50 29.6
 PF1065
 PF1065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1065!SPC ME W     -   0.99999156  x   0.99996682  =   0.99995838
 PF1065!UTM  19      -   0.99999156  x   0.99971579  =   0.99970736
 PF1065
 PF1065|---------------------------------------------------------------------|
 PF1065| PID    Reference Object                     Distance      Geod. Az  |
 PF1065|                                                           dddmmss.s |
 PF1065| PF1066 MERV RM 1                           265.247 METERS 20009     |
 PF1065| PF1067 MERV                                272.293 METERS 20251     |
 PF1065|---------------------------------------------------------------------|
 PF1065
 PF1065                          SUPERSEDED SURVEY CONTROL
 PF1065
 PF1065  NAD 83(1992)-  44 01 39.55433(N)    070 12 38.76564(W) AD(       ) 2
 PF1065  NAD 83(1986)-  44 01 39.56023(N)    070 12 38.77028(W) AD(       ) 2
 PF1065  NAD 27      -  44 01 39.29244(N)    070 12 40.57703(W) AD(       ) 2
 PF1065  NGVD 29 (07/19/86)   80.3    (m)          263.     (f) VERT ANG       
 PF1065
 PF1065.Superseded values are not recommended for survey control.
 PF1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1065.See file dsdata.txt to determine how the superseded data were derived.
 PF1065
 PF1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0297375657(NAD 83)
 PF1065_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PF1065_SETTING: 66 = SET IN ROCK OUTCROP
 PF1065
 PF1065  HISTORY     - Date     Condition        Report By
 PF1065  HISTORY     - 1977     MONUMENTED       NGS
 PF1065
 PF1065                          STATION DESCRIPTION
 PF1065
 PF1065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (ALB)
 PF1065'THIS STATION WAS ESTABLISHED BY AN EDM MEASUREMENT FROM
 PF1065'TRAVERSE STATION MERV. SEE DESCRIPTION THEREOF.
 PF1065'
 PF1065'DESCRIBED BY JERRY E. ELLINGWOOD.
 PF1065'
 PF1065'THE HEIGHT OF LIGHT ABOVE THE STATION WAS 1.0 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2421 ***********************************************************************
 PE2421  DESIGNATION -  MESERVE RESET
 PE2421  PID         -  PE2421
 PE2421  STATE/COUNTY-  ME/KENNEBEC
 PE2421  USGS QUAD   -  EAST PITTSTON (1970)
 PE2421
 PE2421                         *CURRENT SURVEY CONTROL
 PE2421  ___________________________________________________________________
 PE2421* NAD 83(1996)-  44 08 44.42399(N)    069 44 27.20318(W)     ADJUSTED  
 PE2421* NAVD 88     -        76.8    (meters)     252.     (feet)  VERTCON   
 PE2421  ___________________________________________________________________
 PE2421  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 PE2421  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 PE2421
 PE2421  HORZ ORDER  -  SECOND
 PE2421
 PE2421.The horizontal coordinates were established by classical geodetic methods
 PE2421.and adjusted by the National Geodetic Survey in March 1998..
 PE2421
 PE2421.The NAVD 88 height was computed by applying the VERTCON shift value to
 PE2421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PE2421
 PE2421.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2421
 PE2421.The geoid height was determined by GEOID03.
 PE2421
 PE2421;                    North         East     Units Scale Factor Converg.
 PE2421;SPC ME W     -   145,887.265   934,065.152   MT  0.99998093   +0 17 47.6
 PE2421;UTM  19      - 4,888,319.502   440,745.297   MT  0.99964318   -0 30 57.7
 PE2421
 PE2421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2421!SPC ME W     -   0.99999201  x   0.99998093  =   0.99997294
 PE2421!UTM  19      -   0.99999201  x   0.99964318  =   0.99963519
 PE2421
 PE2421|---------------------------------------------------------------------|
 PE2421| PID    Reference Object                     Distance      Geod. Az  |
 PE2421|                                                           dddmmss.s |
 PE2421| CE8110 MESERVE RM 2                          7.945 METERS 09622     |
 PE2421| CE8109 MESERVE RM 1                          9.334 METERS 21523     |
 PE2421| PE2422 FOX MEDOT 1974                      163.051 METERS 25130     |
 PE2421|---------------------------------------------------------------------|
 PE2421
 PE2421                          SUPERSEDED SURVEY CONTROL
 PE2421
 PE2421  NAD 83(1992)-  44 08 44.42264(N)    069 44 27.20221(W) AD(       ) 2
 PE2421  NAD 83(1986)-  44 08 44.42801(N)    069 44 27.20694(W) AD(       ) 2
 PE2421  NAD 27      -  44 08 44.19300(N)    069 44 29.04700(W) AD(       ) 2
 PE2421  NGVD 29 (07/19/86)   77.0    (m)          253.     (f) VERT ANG       
 PE2421
 PE2421.Superseded values are not recommended for survey control.
 PE2421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2421.See file dsdata.txt to determine how the superseded data were derived.
 PE2421
 PE2421_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ4074588320(NAD 83)
 PE2421
 PE2421  HISTORY     - Date     Condition        Report By
 PE2421  HISTORY     - 1913     MONUMENTED       CGS
 PE2421  HISTORY     - 1913     SEE DESCRIPTION  CGS
 PE2421  HISTORY     - 1933     SEE DESCRIPTION  CGS
 PE2421  HISTORY     - 1949     SEE DESCRIPTION  CGS
 PE2421  HISTORY     - 1972     SEE DESCRIPTION  USGS
 PE2421  HISTORY     - 1975     SEE DESCRIPTION  NGS
 PE2421
 PE2421                          STATION DESCRIPTION
 PE2421
 PE2421'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 PE2421'ON A HILL TO THE E OF THE KENNEBEC RIVER NEAR THE ROAD FROM
 PE2421'GARDINER TO DRESDEN MILLS, ABOUT 6 MILES FROM THE FORMER AND
 PE2421'3 MILES FROM THE LATTER.  THE STATION IS 75 METERS E OF THE ROAD
 PE2421'AND ON LAND BELONGING TO WILLIAM H. LABORCE, AND IS 86-1/2 FEET
 PE2421'FROM THE CORNER OF A STONE FENCE.  THERE ARE SEVERAL LARGE
 PE2421'BOULDERS ON THE TOP OF THE HILL AND APPLE TREES GROWING ON ITS
 PE2421'SOUTHERN SLOPE.  THE STATION AND REFERENCE MARK ARE STANDARD
 PE2421'BRONZE DISKS WEDGED IN DRILL HOLES IN BOULDERS.  THE REFERENCE
 PE2421'MARK IS 7.94 METERS TO THE SW.  A PILE OF STONES WAS PLACED
 PE2421'AROUND THE STATION.
 PE2421
 PE2421                          STATION RECOVERY (1933)
 PE2421
 PE2421'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CMD)
 PE2421'THE STATION RECOVERED.  STATION AND REFERENCE MARK NO. 1 ARE
 PE2421'STAMPED 1868-1913.
 PE2421'
 PE2421'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK WEDGED IN A DRILL
 PE2421'HOLE IN A BOULDER, IS 9.38 METERS SE OF THE STATION AND IS
 PE2421'STAMPED 1868-1933.
 PE2421'
 PE2421'REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2 IS 14.90 METERS.
 PE2421'
 PE2421'TO REACH FROM DRESDEN MILL, SET SPEEDOMETER AT ZERO AT
 PE2421'CROSSING OF HIGHWAYS 197 AND 127 AND GO N ON HIGHWAY 127 2.8
 PE2421'MILES.  STATION IS 75 METERS E OF THIS POINT.
 PE2421
 PE2421                          STATION RECOVERY (1949)
 PE2421
 PE2421'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM)
 PE2421'STATION AND REFERENCE MARKS RECOVERED IN FAIR CONDITION.  EARTH
 PE2421'ABOUT THE STATION HAS ERODED TO SOME EXTENT.  STATION WAS
 PE2421'REINFORCED WITH FIELD STONE.
 PE2421'
 PE2421'STATION IS ABOUT 600 FEET E OF HIGHWAY 27, ON THE N EDGE OF
 PE2421'A SMALL ORCHARD, 1-1/2 METERS S OF THE LANE LEADING THROUGH
 PE2421'PASTURE AND ALONG N SIDE OF A SMALL ORCHARD, AND ABOUT 580 FEET NE
 PE2421'OF THE NE CORNER OF DWELLING OF MERLE TOBEY.
 PE2421
 PE2421                          STATION RECOVERY (1972)
 PE2421
 PE2421'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 PE2421'NOT FOUND.
 PE2421
 PE2421                          STATION RECOVERY (1975)
 PE2421
 PE2421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 PE2421'THE STATION MARK AND REFERENCE MARKS, NUMBERS 1 AND 2, WERE
 PE2421'RECOVERED AS DESCRIBED BY E.R. MC C. IN 1949.  EXCEPT FOR THE
 PE2421'FOLLOWING DISCREPANCY--THE STATION DISC HAS BEEN BROKEN OFF
 PE2421'LEAVING THE SHAFT INTACT.  A PUNCH MARK IN THE SHAFT IS NOW THE
 PE2421'STATION.  THE STATION IS LOCATED IN THE COUNTY OF KENNEBEC, NOT
 PE2421'THE COUNTY OF LINCOLN AS PREVIOUSLY DESCRIBED.  OTHERWISE THE
 PE2421'MARKS WERE FOUND TO BE IN GOOD CONDITION AND THE DESCRIPTION TO
 PE2421'REACH THE STATION WAS FOUND TO BE ADEQUATE.
 PE2421'
 PE2421'THE STATION FOX (MDOT) CAN BE USED AS AN AZIMUTH.
 PE2421'
 PE2421'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 PE2421'
 PE2421'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PE2421'3 MILES NORTH OF DRESCEN MILLS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0309 ***********************************************************************
 OB0309  DESIGNATION -  MET 1944
 OB0309  PID         -  OB0309
 OB0309  STATE/COUNTY-  ME/KNOX
 OB0309  USGS QUAD   -  
 OB0309
 OB0309                         *CURRENT SURVEY CONTROL
 OB0309  ___________________________________________________________________
 OB0309* NAD 83(1996)-  43 51 42.46030(N)    069 08 00.34991(W)     ADJUSTED  
 OB0309* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 OB0309  ___________________________________________________________________
 OB0309  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 OB0309  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 OB0309
 OB0309  HORZ ORDER  -  THIRD
 OB0309
 OB0309.The horizontal coordinates were established by classical geodetic methods
 OB0309.and adjusted by the National Geodetic Survey in March 1998..
 OB0309
 OB0309.The orthometric height was scaled from a topographic map.
 OB0309
 OB0309.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0309
 OB0309.The geoid height was determined by GEOID03.
 OB0309
 OB0309;                    North         East     Units Scale Factor Converg.
 OB0309;SPC ME E     -    21,873.061   249,082.214   MT  0.99993188   -0 26 20.1
 OB0309;SPC ME W     -   114,776.714   983,061.481   MT  1.00005149   +0 42 57.6
 OB0309;UTM  19      - 4,856,531.501   489,277.525   MT  0.99960141   -0 05 32.8
 OB0309
 OB0309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0309!SPC ME E     -   1.00000272  x   0.99993188  =   0.99993460
 OB0309!SPC ME W     -   1.00000272  x   1.00005149  =   1.00005421
 OB0309!UTM  19      -   1.00000272  x   0.99960141  =   0.99960413
 OB0309
 OB0309:                Primary Azimuth Mark                     Grid Az
 OB0309:SPC ME E     -  MATINICUS ROCK LIGHTHOUSE S              111 32 20.2
 OB0309:SPC ME W     -  MATINICUS ROCK LIGHTHOUSE S              110 23 02.5
 OB0309:UTM  19      -  MATINICUS ROCK LIGHTHOUSE S              111 11 32.9
 OB0309
 OB0309|---------------------------------------------------------------------|
 OB0309| PID    Reference Object                     Distance      Geod. Az  |
 OB0309|                                                           dddmmss.s |
 OB0309| OB0284 MATINICUS ROCK LIGHTHOUSE S         APPROX.24.0 KM 1110600.1 |
 OB0309| OB0310 TEM                                 114.001 METERS 19223     |
 OB0309| OB0368 MARSHALL PT HERRING GUT LH          APPROX.12.0 KM 3010455.4 |
 OB0309|---------------------------------------------------------------------|
 OB0309
 OB0309                          SUPERSEDED SURVEY CONTROL
 OB0309
 OB0309  NAD 83(1992)-  43 51 42.46274(N)    069 08 00.32552(W) AD(       ) 3
 OB0309  NAD 83(1986)-  43 51 42.46704(N)    069 08 00.33341(W) AD(       ) 3
 OB0309  NAD 27      -  43 51 42.13000(N)    069 08 02.15000(W) AD(       ) 3
 OB0309
 OB0309.Superseded values are not recommended for survey control.
 OB0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0309.See file dsdata.txt to determine how the superseded data were derived.
 OB0309
 OB0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ8927856532(NAD 83)
 OB0309
 OB0309  HISTORY     - Date     Condition        Report By
 OB0309  HISTORY     - 1944     MONUMENTED       CGS
 OB0309
 OB0309                          STATION DESCRIPTION
 OB0309
 OB0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLP)
 OB0309'STATION IS SET IN ROCK LEDGE ON THE HIGHEST PART OF METINIC
 OB0309'GREEN ISLAND WHICH IS JUST OFF THE S TIP OF METINIC ISLAND.  THERE
 OB0309'IS A POINT ALMOST AS HIGH ABOUT 15 METERS TO THE NE.
 OB0309'
 OB0309'STATION MARK IS A STANDARD TOPOGRAPHIC DISK STAMPED MET 1944.
 OB0309'
 OB0309'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK - 25 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0963 ***********************************************************************
 PD0963  DESIGNATION -  METHODIST CHURCH WASH CO
 PD0963  PID         -  PD0963
 PD0963  STATE/COUNTY-  ME/WASHINGTON
 PD0963  USGS QUAD   -  CUTLER (1993)
 PD0963
 PD0963                         *CURRENT SURVEY CONTROL
 PD0963  ___________________________________________________________________
 PD0963* NAD 83(1996)-  44 39 35.10313(N)    067 13 10.00442(W)     ADJUSTED  
 PD0963* NAVD 88     -                                                        
 PD0963  ___________________________________________________________________
 PD0963  LAPLACE CORR-           4.48  (seconds)                    DEFLEC99
 PD0963  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 PD0963
 PD0963  HORZ ORDER  -  THIRD
 PD0963
 PD0963.The horizontal coordinates were established by classical geodetic methods
 PD0963.and adjusted by the National Geodetic Survey in March 1998..
 PD0963
 PD0963
 PD0963.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0963
 PD0963.The geoid height was determined by GEOID03.
 PD0963
 PD0963;                    North         East     Units Scale Factor Converg.
 PD0963;SPC ME E     -   111,133.694   401,553.398   MT  1.00002678   +0 54 00.6
 PD0963;UTM  19      - 4,946,696.170   641,163.303   MT  0.99984505   +1 15 06.3
 PD0963
 PD0963                          SUPERSEDED SURVEY CONTROL
 PD0963
 PD0963  NAD 83(1992)-  44 39 35.10016(N)    067 13 10.00194(W) AD(       ) 4
 PD0963  NAD 83(1986)-  44 39 35.09645(N)    067 13 10.00449(W) AD(       ) 4
 PD0963  NAD 27      -  44 39 34.80400(N)    067 13 12.05800(W) AD(       ) 3
 PD0963
 PD0963.Superseded values are not recommended for survey control.
 PD0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0963.See file dsdata.txt to determine how the superseded data were derived.
 PD0963
 PD0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK4116346696(NAD 83)
 PD0963
 PD0963  HISTORY     - Date     Condition        Report By
 PD0963  HISTORY     - UNK      MONUMENTED
 PD0963  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0963
 PD0963                          STATION DESCRIPTION
 PD0963
 PD0963'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0963'LOST.  THIS BUILDING IS NO LONGER IN EXISTENCE, HAVING BEEN
 PD0963'REPLACED BY AN ENTIRELY NEW STRUCTURE IN 1913.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0315 ***********************************************************************
 OB0315  DESIGNATION -  METINIC 1858
 OB0315  PID         -  OB0315
 OB0315  STATE/COUNTY-  ME/KNOX
 OB0315  USGS QUAD   -  TENANTS HARBOR (1973)
 OB0315
 OB0315                         *CURRENT SURVEY CONTROL
 OB0315  ___________________________________________________________________
 OB0315* NAD 83(1996)-  43 53 37.13646(N)    069 07 33.75959(W)     ADJUSTED  
 OB0315* NAVD 88     -        24.     (meters)      79.     (feet)  SCALED    
 OB0315  ___________________________________________________________________
 OB0315  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 OB0315  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 OB0315
 OB0315  HORZ ORDER  -  THIRD
 OB0315
 OB0315.The horizontal coordinates were established by classical geodetic methods
 OB0315.and adjusted by the National Geodetic Survey in March 1998..
 OB0315
 OB0315.The orthometric height was scaled from a topographic map.
 OB0315
 OB0315.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0315
 OB0315.The geoid height was determined by GEOID03.
 OB0315
 OB0315;                    North         East     Units Scale Factor Converg.
 OB0315;SPC ME E     -    25,407.542   249,702.752   MT  0.99993111   -0 26 02.6
 OB0315;SPC ME W     -   118,323.414   983,610.699   MT  1.00005262   +0 43 17.5
 OB0315;UTM  19      - 4,860,068.502   489,876.474   MT  0.99960126   -0 05 14.6
 OB0315
 OB0315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0315!SPC ME E     -   1.00000021  x   0.99993111  =   0.99993132
 OB0315!SPC ME W     -   1.00000021  x   1.00005262  =   1.00005283
 OB0315!UTM  19      -   1.00000021  x   0.99960126  =   0.99960147
 OB0315
 OB0315                          SUPERSEDED SURVEY CONTROL
 OB0315
 OB0315  NAD 83(1992)-  43 53 37.13889(N)    069 07 33.73801(W) AD(       ) 3
 OB0315  NAD 83(1986)-  43 53 37.14327(N)    069 07 33.74534(W) AD(       ) 3
 OB0315  NAD 27      -  43 53 36.84300(N)    069 07 35.59200(W) AD(       ) 3
 OB0315
 OB0315.Superseded values are not recommended for survey control.
 OB0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0315.See file dsdata.txt to determine how the superseded data were derived.
 OB0315
 OB0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ8987660069(NAD 83)
 OB0315
 OB0315  HISTORY     - Date     Condition        Report By
 OB0315  HISTORY     - 1858     MONUMENTED       COASUR
 OB0315  HISTORY     - 1888     SEE DESCRIPTION  CGS
 OB0315  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0315  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OB0315  HISTORY     - 1945     SEE DESCRIPTION  CGS
 OB0315  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OB0315  HISTORY     - 1954     SEE DESCRIPTION  CGS
 OB0315
 OB0315                          STATION DESCRIPTION
 OB0315
 OB0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1888
 OB0315'ON THE SUMMIT OF A HILL IN THE NW CORNER OF METINIC ISLAND,
 OB0315'WHICH LIES ABOUT 5 MILES SOUTHWESTWARD FROM TWO BUSH ISLAND
 OB0315'LIGHT AND THE SAME DISTANCE SOUTHEASTWARD FROM MOSQUITO
 OB0315'ISLAND.  THE STATION IS ON LAND BELONGING TO FRED THORNDYKE, OF
 OB0315'SOUTH THOMASTON, AND COMMANDS A FINE VIEW OF PENOBSCOT BAY
 OB0315'ENTRANCE, ETC.  STATION IS MARKED BY A HOLE DRILLED IN THE
 OB0315'ROCK.  IN 1888 A LARGE UPRIGHT STONE WAS PLACED OVER THE
 OB0315'MARK AND SMALLER STONES WERE PILED IN A MOUND AROUND IT.
 OB0315
 OB0315                          STATION RECOVERY (1934)
 OB0315
 OB0315'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0315'STATION RECOVERED AS DESCRIBED.  THE STATION IS ON THE SUMMIT
 OB0315'OF A HILL IN THE NW CORNER OF METINIC ISLAND, ON A BARE
 OB0315'LEDGE ABOUT 85 METERS NW BY N OF A BARN NEAR THE TOP OF
 OB0315'THE HILL.  A STANDARD DISK WAS PLACED IN THE ORIGINAL DRILL HOLE
 OB0315'AND TWO STANDARD REFERENCE DISKS WERE PLACED AS FOLLOWS--
 OB0315'
 OB0315'REFERENCE MARK NO. 1 IS NE OF THE STATION ON A BARE LEDGE OF
 OB0315'ALMOST THE SAME ELEVATION AS THAT ON WHICH THE STATION IS
 OB0315'LOCATED.
 OB0315'
 OB0315'REFERENCE MARK NO. 2 IS W OF THE STATION, ALSO ON A BARE
 OB0315'LEDGE, BUT SOMEWHAT LOWER THAN THE STATION AND NEARER THE
 OB0315'WATER.  A SMALL BOAT CAN LAND IN THE COVE ON THE N SIDE OF THE
 OB0315'ISLAND IN ANYTHING BUT THE HEAVIEST OF SEAS.
 OB0315'
 OB0315'METINIC ISLAND IS IN PENOBSCOT BAY ABOUT 5 MILES SW OF TWO
 OB0315'BUSH LIGHT AND ABOUT THE SAME DISTANCE SE OF MOSQUITO ISLAND.
 OB0315
 OB0315                          STATION RECOVERY (1943)
 OB0315
 OB0315'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 OB0315'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED WITH
 OB0315'THE FOLLOWING ADDITIONS--
 OB0315'
 OB0315'STATION IS 99.8 METERS NW FROM THE SW CORNER OF BARN, 101.3
 OB0315'METERS NW FROM THE S END OF STONE FENCE, 42.7 METERS SW FROM
 OB0315'N END OF STONE FENCE, AND 42.4 METERS W OF STONE FENCE.
 OB0315
 OB0315                          STATION RECOVERY (1945)
 OB0315
 OB0315'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (LPR)
 OB0315'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION AND
 OB0315'APPARENTLY UNDISTURBED.
 OB0315'
 OB0315'THE STATION IS ON THE SUMMIT OF A HILL IN THE NW CORNER OF
 OB0315'METINIC ISLAND, ON A BARE LEDGE ABOUT 85 METERS NW BY N OF
 OB0315'A BARN NEAR THE TOP OF THE HILL.
 OB0315
 OB0315                          STATION RECOVERY (1953)
 OB0315
 OB0315'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (PT)
 OB0315'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD
 OB0315'CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE
 OB0315'MEASURED WITH A STEEL TAPE AND FOUND TO BE CORRECT.  THE PREVIOUS
 OB0315'DESCRIPTIONS ARE ADEQUATE WITH ONE EXCEPTION--THE BARN, WHICH
 OB0315'WAS MENTIONED, HAS BEEN RAZED.
 OB0315
 OB0315                          STATION RECOVERY (1954)
 OB0315
 OB0315'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HOF)
 OB0315'STATION WAS RECOVERED AS DESCRIBED.  NO DISTANCES WERE
 OB0315'MEASURED TO THE REFERENCE MARKS OR OTHER OBJECTS.  BARN,
 OB0315'REFERRED TO IN THE PREVIOUS DESCRIPTION (L.P.R., 1945), IS
 OB0315'NOW A BARN FOUNDATION.  STATION IS IN GOOD CONDITION,
 OB0315'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0316 ***********************************************************************
 OB0316  DESIGNATION -  METINIC IS HOUSE CHIMNEY
 OB0316  PID         -  OB0316
 OB0316  STATE/COUNTY-  ME/KNOX
 OB0316  USGS QUAD   -  TENANTS HARBOR (1973)
 OB0316
 OB0316                         *CURRENT SURVEY CONTROL
 OB0316  ___________________________________________________________________
 OB0316* NAD 83(1996)-  43 53 37.59778(N)    069 07 31.06935(W)     ADJUSTED  
 OB0316* NAVD 88     -                                                        
 OB0316  ___________________________________________________________________
 OB0316  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 OB0316  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 OB0316
 OB0316  HORZ ORDER  -  THIRD
 OB0316
 OB0316.The horizontal coordinates were established by classical geodetic methods
 OB0316.and adjusted by the National Geodetic Survey in March 1998..
 OB0316
 OB0316
 OB0316.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0316
 OB0316.The geoid height was determined by GEOID03.
 OB0316
 OB0316;                    North         East     Units Scale Factor Converg.
 OB0316;SPC ME E     -    25,421.324   249,762.898   MT  0.99993103   -0 26 00.8
 OB0316;UTM  19      - 4,860,082.643   489,936.516   MT  0.99960125   -0 05 12.7
 OB0316
 OB0316                          SUPERSEDED SURVEY CONTROL
 OB0316
 OB0316  NAD 83(1992)-  43 53 37.60018(N)    069 07 31.04775(W) AD(       ) 4
 OB0316  NAD 83(1986)-  43 53 37.60448(N)    069 07 31.05508(W) AD(       ) 4
 OB0316  NAD 27      -  43 53 37.27000(N)    069 07 32.90000(W) AD(       ) 3
 OB0316
 OB0316.Superseded values are not recommended for survey control.
 OB0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0316.See file dsdata.txt to determine how the superseded data were derived.
 OB0316
 OB0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ8993760083(NAD 83)
 OB0316
 OB0316  HISTORY     - Date     Condition        Report By
 OB0316  HISTORY     - UNK      MONUMENTED
 OB0316  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0316  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OB0316  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OB0316
 OB0316                          STATION DESCRIPTION
 OB0316
 OB0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0316'THE STATION IS LOST.  THERE IS AN OLD STONE CELLAR AT THE
 OB0316'APPROXIMATE LOCATION OF THE OLD HOUSE, NEAR AN OLD BARN.
 OB0316
 OB0316                          STATION RECOVERY (1943)
 OB0316
 OB0316'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 OB0316'NO DETAILED ORIGINAL DESCRIPTION.  THE STATION IS LOST BUT AN
 OB0316'OLD CHIMNEY SITE WAS FOUND AND LOCATED FOR AIR COMPILATION
 OB0316'PURPOSES.  THE OLD SITE IS 44.2 METERS NW OF N OF TWO ROCK PILES,
 OB0316'42.8 METERS W OF THE CENTER OF A ROCK PILE, 22.9 METERS NE OF
 OB0316'THE N END OF STONE FENCE, AND 22.6 METERS S OF THE CENTER OF
 OB0316'PILE OF ROCKS.
 OB0316
 OB0316                          STATION RECOVERY (1953)
 OB0316
 OB0316'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (PT)
 OB0316'STATION DESTROYED.  THE HOUSE WAS RAZED SEVERAL YEARS AGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2175 ***********************************************************************
 OC2175  DESIGNATION -  MG 1 1943
 OC2175  PID         -  OC2175
 OC2175  STATE/COUNTY-  ME/YORK
 OC2175  USGS QUAD   -  KITTERY (1989)
 OC2175
 OC2175                         *CURRENT SURVEY CONTROL
 OC2175  ___________________________________________________________________
 OC2175* NAD 83(1996)-  43 04 03.69004(N)    070 41 30.53184(W)     ADJUSTED  
 OC2175* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 OC2175  ___________________________________________________________________
 OC2175  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 OC2175  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 OC2175
 OC2175  HORZ ORDER  -  SECOND
 OC2175
 OC2175.The horizontal coordinates were established by classical geodetic methods
 OC2175.and adjusted by the National Geodetic Survey in March 1998..
 OC2175
 OC2175.The orthometric height was scaled from a topographic map.
 OC2175
 OC2175.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2175
 OC2175.The geoid height was determined by GEOID03.
 OC2175
 OC2175;                    North         East     Units Scale Factor Converg.
 OC2175;SPC ME W     -    26,168.271   857,227.367   MT  0.99998916   -0 21 31.0
 OC2175;UTM  19      - 4,769,720.817   362,253.086   MT  0.99983342   -1 09 19.6
 OC2175
 OC2175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2175!SPC ME W     -   1.00000185  x   0.99998916  =   0.99999101
 OC2175!UTM  19      -   1.00000185  x   0.99983342  =   0.99983527
 OC2175
 OC2175                          SUPERSEDED SURVEY CONTROL
 OC2175
 OC2175  NAD 83(1992)-  43 04 03.68894(N)    070 41 30.53233(W) AD(       ) 2
 OC2175  NAD 83(1986)-  43 04 03.69224(N)    070 41 30.53621(W) AD(       ) 2
 OC2175  NAD 27      -  43 04 03.37100(N)    070 41 32.35000(W) AD(       ) 2
 OC2175
 OC2175.Superseded values are not recommended for survey control.
 OC2175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2175.See file dsdata.txt to determine how the superseded data were derived.
 OC2175
 OC2175_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH6225369721(NAD 83)
 OC2175
 OC2175  HISTORY     - Date     Condition        Report By
 OC2175  HISTORY     - 1943     MONUMENTED       CGS
 OC2175
 OC2175                          STATION DESCRIPTION
 OC2175
 OC2175'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 OC2175'STATION IS THE INSTRUMENT CENTER OF THE MINE GROUP STATION
 OC2175'LOCATED ON THE THIRD FLOOR OF A THREE-STORY CONCRETE TOWER AT
 OC2175'FORT FOSTER.  IT WAS LOCATED BY DISTANCE AND DIRECTION FROM
 OC2175'STATION FOSTER 148.
 OC2175'
 OC2175'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0438 ***********************************************************************
 SF0438  DESIGNATION -  MICHAUD
 SF0438  PID         -  SF0438
 SF0438  STATE/COUNTY-  ME/AROOSTOOK
 SF0438  USGS QUAD   -  EAGLE LAKE (1985)
 SF0438
 SF0438                         *CURRENT SURVEY CONTROL
 SF0438  ___________________________________________________________________
 SF0438* NAD 83(1996)-  47 02 12.80133(N)    068 37 27.54663(W)     ADJUSTED  
 SF0438* NAVD 88     -       344.     (meters)    1129.     (feet)  SCALED    
 SF0438  ___________________________________________________________________
 SF0438  LAPLACE CORR-           4.27  (seconds)                    DEFLEC99
 SF0438  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 SF0438
 SF0438  HORZ ORDER  -  SECOND
 SF0438
 SF0438.The horizontal coordinates were established by classical geodetic methods
 SF0438.and adjusted by the National Geodetic Survey in March 1998..
 SF0438
 SF0438.The orthometric height was scaled from a topographic map.
 SF0438
 SF0438.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0438
 SF0438.The geoid height was determined by GEOID03.
 SF0438
 SF0438;                    North         East     Units Scale Factor Converg.
 SF0438;SPC ME E     -   374,532.036   290,552.287   MT  0.99990110   -0 05 27.5
 SF0438;UTM  19      - 5,209,331.969   528,541.723   MT  0.99961001   +0 16 29.7
 SF0438
 SF0438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0438!SPC ME E     -   0.99994991  x   0.99990110  =   0.99985101
 SF0438!UTM  19      -   0.99994991  x   0.99961001  =   0.99955994
 SF0438
 SF0438:                Primary Azimuth Mark                     Grid Az
 SF0438:SPC ME E     -  MICHAUD AZ MK                            007 17 25.3
 SF0438:UTM  19      -  MICHAUD AZ MK                            006 55 28.1
 SF0438
 SF0438|---------------------------------------------------------------------|
 SF0438| PID    Reference Object                     Distance      Geod. Az  |
 SF0438|                                                           dddmmss.s |
 SF0438| DA5511 MICHAUD AZ MK                                      0071157.8 |
 SF0438| DA5512 MICHAUD RM 1                          4.502 METERS 05550     |
 SF0438| DA5513 MICHAUD RM 2                         10.178 METERS 11902     |
 SF0438|---------------------------------------------------------------------|
 SF0438
 SF0438                          SUPERSEDED SURVEY CONTROL
 SF0438
 SF0438  NAD 83(1992)-  47 02 12.79556(N)    068 37 27.54111(W) AD(       ) 2
 SF0438  NAD 83(1986)-  47 02 12.80145(N)    068 37 27.53963(W) AD(       ) 2
 SF0438  NAD 27      -  47 02 12.65000(N)    068 37 29.36600(W) AD(       ) 2
 SF0438
 SF0438.Superseded values are not recommended for survey control.
 SF0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0438.See file dsdata.txt to determine how the superseded data were derived.
 SF0438
 SF0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN2854209332(NAD 83)
 SF0438
 SF0438  HISTORY     - Date     Condition        Report By
 SF0438  HISTORY     - 1942     MONUMENTED       CGS
 SF0438  HISTORY     - 1962     SEE DESCRIPTION  CGS
 SF0438
 SF0438                          STATION DESCRIPTION
 SF0438
 SF0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 SF0438'STATION IS LOCATED ON A LOW BRUSH-COVERED HILL ABOUT 1.5 MILES W
 SF0438'OF THE VILLAGE OF EAGLE LAKE.  THE MARK IS A BRONZE U.S.G.S. MARK
 SF0438'SET IN A DRILL HOLE IN BEDROCK REINFORCED WITH CONCRETE.
 SF0438'
 SF0438'REFERENCE MARKS ARE BRONZE DISKS SET IN DRILL HOLES IN
 SF0438'OUTCROPPING BEDROCK.
 SF0438'
 SF0438'REFERENCE MARK NO. 1 IS NNE OF THE STATION, STAMPED MICHAUD
 SF0438'(U.S.G.S.) NO. 1 1942.
 SF0438'
 SF0438'REFERENCE MARK NO. 2 IS SE OF THE STATION, STAMPED MICHAUD
 SF0438'(U.S.G.S.) NO. 2 1942.
 SF0438'
 SF0438'THE AZIMUTH MARK IS N OF THE STATION, 45 FEET S OF THE S END OF
 SF0438'A ROCK FENCE, 150 YARDS E OF AN OLD BARN AND 45 FEET SW OF A
 SF0438'CURVE IN THE FARM LANE.  IT IS A BRONZE DISK SET IN A DRILL HOLE
 SF0438'IN BEDROCK, FLUSH WITH THE GROUND AND STAMPED MICHAUD 1942.
 SF0438'
 SF0438'TO REACH THE STATION FROM THE RAILROAD DEPOT IN EAGLE LAKE, GO
 SF0438'W ON GRAVEL ROAD FOR 1.3 MILES TO A RIGHT TURN,* TURN LEFT INTO
 SF0438'FIELD AND GO SW AND W 0.5 MILE UPHILL TO HIGHEST POINT AND STATION.
 SF0438'
 SF0438'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE ON GRAVEL
 SF0438'ROAD 0.2 MILE TO A FARM LANE RIGHT, TURN RIGHT AND FOLLOW FARM
 SF0438'LANE 0.35 MILE TO A BEND IN FARM LANE AND THE AZIMUTH MARK ON
 SF0438'THE LEFT.
 SF0438'
 SF0438'A 77-FOOT SIGNAL AT STATION EAGLE IS VISIBLE FROM THE GROUND.
 SF0438'
 SF0438'A 4-FOOT SIGNAL AT HEDGEHOG (U.S.G.S.) IS VISIBLE FROM THE GROUND.
 SF0438
 SF0438                          STATION RECOVERY (1962)
 SF0438
 SF0438'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JDB)
 SF0438'THE STATION WAS RECOVERED AND THE STATION MARK AND BOTH
 SF0438'REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 SF0438'WAS NOT SEARCHED FOR.  THE STATION IS LOCATED ON LAND OWNED BY
 SF0438'MR. ROLAND DEPREY OF EAGLE LAKE.
 SF0438'
 SF0438'TO REACH THE STATION FROM THE PUBLIC SCHOOL BUILDING AT THE
 SF0438'JUNCTION OF THE MAIN EAST-WEST STREET AND STATE ROUTE NO. 11 IN
 SF0438'EAGLE LAKE, GO WESTERLY ON A GRAVELED STREET FOR 1.2 MILES TO A
 SF0438'POINT WHERE THE ROAD TURNS RIGHT GOING UP-GRADE.  HERE TURN LEFT,
 SF0438'SOUTH-WESTERLY, AND CROSS A FIELD GOING 0.1 MILE TO AN ABANDONED
 SF0438'LOGGING ROAD AT THE SOUTHWEST EDGE OF THE FIELD.  CONTINUE
 SF0438'WEST-SOUTHWEST ON THE LOGGING ROAD FOR 0.15 MILE TO THE TOP OF
 SF0438'A GRADE IN A SPARSELY TIMBERED AREA.  HERE GO NORTHWESTERLY
 SF0438'THROUGH THE SPARSELY TIMBERED AREA FOR 0.05 MILE TO THE SOUTH
 SF0438'EDGE OF A NEW GROWTH OF TIMBER, (AT THIS TIME IT APPEARS TO BE
 SF0438'ABOUT 20 YEARS IN GROWTH), AND SEVERAL BLAZED TREES AT AN
 SF0438'ENTRANCE ROAD LEADING TO THE STATION.  FOLLOW THE CLEARED
 SF0438'ROAD NORTH FOR 0.05 MILE TO THE STATION IN A CLEARED AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2642 ***********************************************************************
 OC2642  DESIGNATION -  MIDGE
 OC2642  PID         -  OC2642
 OC2642  STATE/COUNTY-  ME/YORK
 OC2642  USGS QUAD   -  STANDISH (1983)
 OC2642
 OC2642                         *CURRENT SURVEY CONTROL
 OC2642  ___________________________________________________________________
 OC2642* NAD 83(1996)-  43 37 39.46014(N)    070 33 07.68520(W)     ADJUSTED  
 OC2642* NAVD 88     -        64.2    (meters)     211.     (feet)  VERTCON   
 OC2642  ___________________________________________________________________
 OC2642  LAPLACE CORR-           4.05  (seconds)                    DEFLEC99
 OC2642  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 OC2642
 OC2642  HORZ ORDER  -  SECOND
 OC2642
 OC2642.The horizontal coordinates were established by classical geodetic methods
 OC2642.and adjusted by the National Geodetic Survey in March 1998..
 OC2642
 OC2642.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2642
 OC2642.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2642
 OC2642.The geoid height was determined by GEOID03.
 OC2642
 OC2642;                    North         East     Units Scale Factor Converg.
 OC2642;SPC ME W     -    88,313.177   868,891.390   MT  0.99997857   -0 15 57.5
 OC2642;UTM  19      - 4,831,686.012   374,782.571   MT  0.99979286   -1 04 15.8
 OC2642
 OC2642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2642!SPC ME W     -   0.99999410  x   0.99997857  =   0.99997267
 OC2642!UTM  19      -   0.99999410  x   0.99979286  =   0.99978696
 OC2642
 OC2642|---------------------------------------------------------------------|
 OC2642| PID    Reference Object                     Distance      Geod. Az  |
 OC2642|                                                           dddmmss.s |
 OC2642| OC2641 MIDGE 1976 A PT                       8.810 METERS 00920     |
 OC2642| CE8320 MIDGE RM 1                           13.857 METERS 13747     |
 OC2642| OC2627 MIDGE AZ MK                         APPROX. 0.6 KM 3054015.2 |
 OC2642| CE8321 MIDGE RM 2                           12.797 METERS 31149     |
 OC2642|---------------------------------------------------------------------|
 OC2642
 OC2642                          SUPERSEDED SURVEY CONTROL
 OC2642
 OC2642  NAD 83(1992)-  43 37 39.45886(N)    070 33 07.68641(W) AD(       ) 2
 OC2642  NAD 83(1986)-  43 37 39.46544(N)    070 33 07.69216(W) AD(       ) 2
 OC2642  NAD 27      -  43 37 39.17781(N)    070 33 09.49892(W) AD(       ) 2
 OC2642  NGVD 29 (07/19/86)   64.4    (m)          211.     (f) VERT ANG       
 OC2642
 OC2642.Superseded values are not recommended for survey control.
 OC2642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2642.See file dsdata.txt to determine how the superseded data were derived.
 OC2642
 OC2642_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ7478331686(NAD 83)
 OC2642_MARKER: DS = TRIANGULATION STATION DISK
 OC2642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC2642_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC2642
 OC2642  HISTORY     - Date     Condition        Report By
 OC2642  HISTORY     - 1976     MONUMENTED       NGS
 OC2642
 OC2642                          STATION DESCRIPTION
 OC2642
 OC2642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2642'THE STATION IS LOCATED ABOUT 1 MILE NORTH OF BAR
 OC2642'MILLS, 2.5 MILES SOUTH-SOUTHWEST OF BUXTON CENTER, 3 5/8
 OC2642'MILES SOUTHEAST OF WEST BUXTON, 6.75 MILES SOUTHWEST OF
 OC2642'GORHAM AND ON THE NORTHEAST SIDE OF THE HIGHWAY RIGHT-OF-WAY.
 OC2642'
 OC2642'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 4 A
 OC2642'AND 112 AT TONY HILL, WHICH IS ABOUT 3 MILES EAST OF HOLLIS
 OC2642'CENTER, GO NORTHERLY ON STATE ROUTE 112 FOR 0.6 MILE TO THE
 OC2642'INTERSECTION OF STATE ROUTE 4 AND U.S. ROUTE 202 IN BAR MILLS.
 OC2642'CONTINUE ON STATE ROUTE 112 IN A NORTHERLY DIRECTION FOR 1.25
 OC2642'MILES TO THE STATION ON THE RIGHT.
 OC2642'
 OC2642'THE STATION MARK IS A STANDARD DISK STAMPED--MIDGE
 OC2642'1976--THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 OC2642'CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH
 OC2642'WITH THE GROUND SURFACE.  IT IS 23.8 FEET
 OC2642'NORTHEAST OF THE CENTERLINE OF STATE ROUTE 112,
 OC2642'3.5 FEET SOUTHWEST OF A METAL WITNESS PSOT
 OC2642'WITH SIGN AND 3.7 FEET EAST OF POWER POLE 152.
 OC2642'THERE WAS NO UNDERGROUND MARK SET.
 OC2642'
 OC2642'REFERENCE MARK 1, A STANDARD DISK STAMPED--MIDGE
 OC2642'NO 1 1976--IS SET IN THE TOP OF A 12-INCH
 OC2642'CYLINDRICAL CONCRETE MOUNMENT WHICH IS FLUSH WITH
 OC2642'THE GROUND SURFACE.  IT IS 22.2 FEET NORTHEAST
 OC2642'OF THE CENTERLINE OF STATE ROUTE 112, 4.0 FEET
 OC2642'SOUTHWEST OF A METAL WITNESS POST WITH SIGN
 OC2642'AND 63.6 FEET NORTHWEST OF POWER POLE 153.
 OC2642'
 OC2642'REFERENCE MARK 2, A STANDARD DISK STAMPED--MIDGE
 OC2642'NO 2 1976--IS SET IN THE TOP OF A 12-INCH
 OC2642'CYLINDRICAL MONUMENT WHICH PROJECTS 1 INCH ABOVE
 OC2642'THE GROUND SURFACE.  IT IS 21.0 FEET NORTHEAST
 OC2642'THE CENTERLINE OF STATE ROUTE
 OC2642'SOUTHWEST OF A METAL WITNESS POST WITH SIGN
 OC2642'AND 5.2 FEET WEST-NORTHWEST OF POWER POLE 152.
 OC2642'
 OC2642'THE AZIMUTH MARK, A STANDARD REFERENCE MARK
 OC2642'DISK STAMPED--MIDGE AZ 1976--IS SET IN THE
 OC2642'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OC2642'WHICH PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.
 OC2642'IT IS 22.3 FEET NORTH-NORTHWEST OF THE CENTERLINE
 OC2642'OF STATE ROUTE 112, 3.5 FEET SOUTH-SOUTHEAST OF
 OC2642'A METAL WITNESS POST WITH SIGN AND 69.8 FEET
 OC2642'EAST-NORTHEAST OF A GRAVEL DRIVEWAY.
 OC2642'
 OC2642'TO REACH THE AZ MK FROM THE STATION GO NORTHERLY
 OC2642'ON STATE ROUTE 112 FOR 0.15 MILE TO THE INTERSECTION
 OC2642'OF A ROAD ON THE RIGHT.  CONTINUE NORTH ON STATE
 OC2642'ROUTE 112 FOR 0.2 MILE TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0897 ***********************************************************************
 QF0897  DESIGNATION -  MIDRIP
 QF0897  PID         -  QF0897
 QF0897  STATE/COUNTY-  ME/WASHINGTON
 QF0897  USGS QUAD   -  CALAIS (1977)
 QF0897
 QF0897                         *CURRENT SURVEY CONTROL
 QF0897  ___________________________________________________________________
 QF0897* NAD 83(1996)-  45 08 19.88428(N)    067 21 58.83372(W)     ADJUSTED  
 QF0897* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 QF0897  ___________________________________________________________________
 QF0897  LAPLACE CORR-           4.07  (seconds)                    DEFLEC99
 QF0897  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 QF0897
 QF0897  HORZ ORDER  -  THIRD
 QF0897
 QF0897.The horizontal coordinates were established by classical geodetic methods
 QF0897.and adjusted by the National Geodetic Survey in March 1998..
 QF0897
 QF0897.The orthometric height was scaled from a topographic map.
 QF0897
 QF0897.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0897
 QF0897.The geoid height was determined by GEOID03.
 QF0897
 QF0897;                    North         East     Units Scale Factor Converg.
 QF0897;SPC ME E     -   164,198.828   389,160.192   MT  0.99999772   +0 48 13.0
 QF0897;UTM  19      - 4,999,673.954   628,445.750   MT  0.99980286   +1 09 29.2
 QF0897
 QF0897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0897!SPC ME E     -   1.00000134  x   0.99999772  =   0.99999906
 QF0897!UTM  19      -   1.00000134  x   0.99980286  =   0.99980420
 QF0897
 QF0897:                Primary Azimuth Mark                     Grid Az
 QF0897:SPC ME E     -  MOHANNAS RIDGE CHIMNEY                   010 16 29.7
 QF0897:UTM  19      -  MOHANNAS RIDGE CHIMNEY                   009 55 13.5
 QF0897
 QF0897|---------------------------------------------------------------------|
 QF0897| PID    Reference Object                     Distance      Geod. Az  |
 QF0897|                                                           dddmmss.s |
 QF0897| QF0892 MOHANNAS RIDGE CHIMNEY              APPROX. 1.0 KM 0110442.7 |
 QF0897| QF0896 REFERENCE MON 199                    75.935 METERS 03723     |
 QF0897| QF0894 BW IBC                              175.914 METERS 10804     |
 QF0897| QF0891 LOUNDER IBC                         387.798 METERS 12301     |
 QF0897| CE8957 MIDRIP RM 1                           7.662 METERS 27111     |
 QF0897| QF0921 BAILEY                              113.266 METERS 28109     |
 QF0897| QF0901 SECRIP                              261.317 METERS 30819     |
 QF0897| QF0936 PINE TREE ON ISLAND                 APPROX. 1.1 KM 3205022.4 |
 QF0897| QF0923 HEAD IBC ECC                        252.991 METERS 32813     |
 QF0897|---------------------------------------------------------------------|
 QF0897
 QF0897                          SUPERSEDED SURVEY CONTROL
 QF0897
 QF0897  NAD 83(1992)-  45 08 19.87917(N)    067 21 58.83220(W) AD(       ) 3
 QF0897  NAD 83(1986)-  45 08 19.88141(N)    067 21 58.83758(W) AD(       ) 3
 QF0897  NAD 27      -  45 08 19.61100(N)    067 22 00.86600(W) AD(       ) 3
 QF0897
 QF0897.Superseded values are not recommended for survey control.
 QF0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0897.See file dsdata.txt to determine how the superseded data were derived.
 QF0897
 QF0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK2844699674(NAD 83)
 QF0897_MARKER: H = DRILL HOLE
 QF0897_SETTING: 80 = SET IN A BOULDER
 QF0897_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 QF0897
 QF0897  HISTORY     - Date     Condition        Report By
 QF0897  HISTORY     - 1909     MONUMENTED       IBC
 QF0897
 QF0897                          STATION DESCRIPTION
 QF0897
 QF0897'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JEM)
 QF0897'ON THE W SHORE OF THE ST CROIX RIVER, ABOUT 2 MILES BELOW WOODLAND,
 QF0897'NEAR THE FOOT OF BAILEY RIPS, AND ABOUT 250 METERS UPSTREAM FROM
 QF0897'THE LARGE ISLAND THAT LIES JUST BELOW BAILEY RIPS.  THE STATION IS
 QF0897'JUST FLUSH WITH THE TOP OF THE RIVERBANK, ON A BOULDER MEASURING 1.2
 QF0897'OR 0.7 BY 0.4 METERS.  REFERENCE MONUMENT 199 IS ON THE CANADIAN
 QF0897'SHORE DIRECTLY OPPOSITE THE STATION.
 QF0897'
 QF0897'STATION MARK IS A DRILL HOLE IN THE BOULDER FILLED WITH LEAD.  A
 QF0897'CROSS WITHIN A TRIANGLE IS CUT ON A STONE N 80 DEGREES 50 MINUTES W,
 QF0897'7.66 METERS FROM THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1076 ***********************************************************************
 QF1076  DESIGNATION -  MIDWAY IBC
 QF1076  PID         -  QF1076
 QF1076  STATE/COUNTY-  ME/WASHINGTON
 QF1076  USGS QUAD   -  KELLEYLAND (1988)
 QF1076
 QF1076                         *CURRENT SURVEY CONTROL
 QF1076  ___________________________________________________________________
 QF1076* NAD 83(1996)-  45 22 24.06660(N)    067 25 31.09906(W)     ADJUSTED  
 QF1076* NAVD 88     -        67.     (meters)     220.     (feet)  SCALED    
 QF1076  ___________________________________________________________________
 QF1076  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 QF1076  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 QF1076
 QF1076  HORZ ORDER  -  THIRD
 QF1076
 QF1076.The horizontal coordinates were established by classical geodetic methods
 QF1076.and adjusted by the National Geodetic Survey in March 1998..
 QF1076
 QF1076.The orthometric height was scaled from a topographic map.
 QF1076
 QF1076.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1076
 QF1076.The geoid height was determined by GEOID03.
 QF1076
 QF1076;                    North         East     Units Scale Factor Converg.
 QF1076;SPC ME E     -   190,193.864   384,175.688   MT  0.99998709   +0 45 53.7
 QF1076;UTM  19      - 5,025,632.459   623,301.192   MT  0.99978693   +1 07 15.1
 QF1076
 QF1076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1076!SPC ME E     -   0.99999323  x   0.99998709  =   0.99998032
 QF1076!UTM  19      -   0.99999323  x   0.99978693  =   0.99978016
 QF1076
 QF1076                          SUPERSEDED SURVEY CONTROL
 QF1076
 QF1076  NAD 83(1992)-  45 22 24.06420(N)    067 25 31.09859(W) AD(       ) 3
 QF1076  NAD 83(1986)-  45 22 24.06812(N)    067 25 31.10659(W) AD(       ) 3
 QF1076  NAD 27      -  45 22 23.80600(N)    067 25 33.09400(W) AD(       ) 3
 QF1076
 QF1076.Superseded values are not recommended for survey control.
 QF1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1076.See file dsdata.txt to determine how the superseded data were derived.
 QF1076
 QF1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2330125632(NAD 83)
 QF1076_MARKER: X = CHISELED CROSS
 QF1076_SETTING: 80 = SET IN A BOULDER
 QF1076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1076+STABILITY: SURFACE MOTION
 QF1076
 QF1076  HISTORY     - Date     Condition        Report By
 QF1076  HISTORY     - 1910     MONUMENTED       IBC
 QF1076
 QF1076                          STATION DESCRIPTION
 QF1076
 QF1076'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (AJB)
 QF1076'ON THE W SIDE OF THE ST CROIX RIVER ABOUT 1/3 OF THE WAY UPSTREAM
 QF1076'FROM DOG FALLS TO THE CANOOSE RIVER AND ABOUT 350 FEET ABOVE A
 QF1076'LITTLE BROOK.
 QF1076'
 QF1076'STATION MARK IS THE CENTER OF A CROSS CUT IN A ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1701 ***********************************************************************
 QF1701  DESIGNATION -  MILK IBC
 QF1701  PID         -  QF1701
 QF1701  STATE/COUNTY-  ME/WASHINGTON
 QF1701  USGS QUAD   -  FOREST CITY (1988)
 QF1701
 QF1701                         *CURRENT SURVEY CONTROL
 QF1701  ___________________________________________________________________
 QF1701* NAD 83(1996)-  45 40 40.45582(N)    067 43 55.46820(W)     ADJUSTED  
 QF1701* NAVD 88     -       130.     (meters)     427.     (feet)  SCALED    
 QF1701  ___________________________________________________________________
 QF1701  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 QF1701  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 QF1701
 QF1701  HORZ ORDER  -  THIRD
 QF1701
 QF1701.The horizontal coordinates were established by classical geodetic methods
 QF1701.and adjusted by the National Geodetic Survey in March 1998..
 QF1701
 QF1701.The orthometric height was scaled from a topographic map.
 QF1701
 QF1701.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1701
 QF1701.The geoid height was determined by GEOID03.
 QF1701
 QF1701;                    North         East     Units Scale Factor Converg.
 QF1701;SPC ME E     -   223,764.025   359,824.239   MT  0.99994399   +0 32 57.9
 QF1701;UTM  19      - 5,059,043.211   598,746.341   MT  0.99971988   +0 54 25.8
 QF1701
 QF1701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1701!SPC ME E     -   0.99998338  x   0.99994399  =   0.99992737
 QF1701!UTM  19      -   0.99998338  x   0.99971988  =   0.99970326
 QF1701
 QF1701:                Primary Azimuth Mark                     Grid Az
 QF1701:SPC ME E     -  GIB IBC                                  006 02 23.6
 QF1701:UTM  19      -  GIB IBC                                  005 40 55.7
 QF1701
 QF1701|---------------------------------------------------------------------|
 QF1701| PID    Reference Object                     Distance      Geod. Az  |
 QF1701|                                                           dddmmss.s |
 QF1701| QF1698 GIB IBC                             450.475 METERS 0063521.5 |
 QF1701| QF1691 BUTTER IBC                          192.494 METERS 06341     |
 QF1701| QF1683 REFERENCE MON 66=SPLIT              366.142 METERS 11848     |
 QF1701| QF1692 NORTH BASE IBC                      294.330 METERS 15237     |
 QF1701| QF1706 BALDY IBC                           416.524 METERS 3490413.8 |
 QF1701|---------------------------------------------------------------------|
 QF1701
 QF1701                          SUPERSEDED SURVEY CONTROL
 QF1701
 QF1701  NAD 83(1992)-  45 40 40.45262(N)    067 43 55.46637(W) AD(       ) 3
 QF1701  NAD 83(1986)-  45 40 40.45695(N)    067 43 55.48259(W) AD(       ) 3
 QF1701  NAD 27      -  45 40 40.23800(N)    067 43 57.45000(W) AD(       ) 3
 QF1701
 QF1701.Superseded values are not recommended for survey control.
 QF1701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1701.See file dsdata.txt to determine how the superseded data were derived.
 QF1701
 QF1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9874659043(NAD 83)
 QF1701_MARKER: DD = SURVEY DISK
 QF1701_SETTING: 80 = SET IN A BOULDER
 QF1701_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF1701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1701+STABILITY: SURFACE MOTION
 QF1701
 QF1701  HISTORY     - Date     Condition        Report By
 QF1701  HISTORY     - 1912     MONUMENTED       IBC
 QF1701  HISTORY     - 1955     GOOD             IBC
 QF1701  HISTORY     - 1972     GOOD             IBC
 QF1701
 QF1701                          STATION DESCRIPTION
 QF1701
 QF1701'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (AJB)
 QF1701'ON THE W SIDE OF MUD LAKE, ABOUT 1 MILE N OF FOREST CITY, AND AT THE
 QF1701'LOWER END OF HARVEY BOONES FARM.  IT IS ON A TRIANGULAR ROCK, 3 FEET
 QF1701'ON A SIDE WITH A ROUNDING TOP 1-1/2 FEET ABOVE GROUND, FIRMLY
 QF1701'EMBEDDED IN THE GROUND.  STATION IS IN OPEN PASTURE LAND 10 FEET S OF
 QF1701'A FENCE ENDING AT THE LAKE, 30 FEET E OF A FENCE PARALLEL TO THE
 QF1701'LAKE, AND 40 FEET FROM THE WATER.
 QF1701'
 QF1701'STATION MARK IS A COPPER DISK SET IN A DRILL HOLE IN THE ROCK.  A
 QF1701'CROSS WITHIN A TRIANGLE CUT IN A BOULDER AT THE EDGE OF THE FIELD IS
 QF1701'9.38 METERS DIRECTLY INLAND FROM THE STATION.  A CROSS WITHIN A
 QF1701'TRIANGLE IS CUT IN A BOULDER 8.03 METERS LAKEWARD FROM THE STATION.
 QF1701'THE STATION IS 3.35 METERS N OF THE LINE JOINING THESE TWO CROSSES.
 QF1701'ANOTHER CROSS WITHIN A TRIANGLE IS CUT ON A LOW FLAT BOULDER 5.67
 QF1701'METERS S OF THE STATION.
 QF1701
 QF1701                          STATION RECOVERY (1955)
 QF1701
 QF1701'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1701'STATION RECOVERED IN GOOD CONDITION.
 QF1701
 QF1701                          STATION RECOVERY (1972)
 QF1701
 QF1701'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1701'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0729 ***********************************************************************
 RF0729  DESIGNATION -  MILL
 RF0729  PID         -  RF0729
 RF0729  STATE/COUNTY-  ME/PISCATAQUIS
 RF0729  USGS QUAD   -  MILLINOCKET LAKE EAST (1985)
 RF0729
 RF0729                         *CURRENT SURVEY CONTROL
 RF0729  ___________________________________________________________________
 RF0729* NAD 83(1996)-  46 18 24.73653(N)    068 50 39.81533(W)     ADJUSTED  
 RF0729* NAVD 88     -       231.5    (meters)     760.     (feet)  VERTCON   
 RF0729  ___________________________________________________________________
 RF0729  LAPLACE CORR-           2.75  (seconds)                    DEFLEC99
 RF0729  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 RF0729
 RF0729  HORZ ORDER  -  SECOND
 RF0729
 RF0729.The horizontal coordinates were established by classical geodetic methods
 RF0729.and adjusted by the National Geodetic Survey in March 1998..
 RF0729
 RF0729.The NAVD 88 height was computed by applying the VERTCON shift value to
 RF0729.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RF0729
 RF0729.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0729
 RF0729.The geoid height was determined by GEOID03.
 RF0729
 RF0729;                    North         East     Units Scale Factor Converg.
 RF0729;SPC ME E     -   293,438.256   273,472.697   MT  0.99990865   -0 14 56.5
 RF0729;UTM  19      - 5,128,155.677   511,982.215   MT  0.99960176   +0 06 45.0
 RF0729
 RF0729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0729!SPC ME E     -   0.99996750  x   0.99990865  =   0.99987616
 RF0729!UTM  19      -   0.99996750  x   0.99960176  =   0.99956928
 RF0729
 RF0729|---------------------------------------------------------------------|
 RF0729| PID    Reference Object                     Distance      Geod. Az  |
 RF0729|                                                           dddmmss.s |
 RF0729| DA5514 MILL RM 1                             4.083 METERS 12604     |
 RF0729| DA5515 MILL RM 2                             5.214 METERS 18932     |
 RF0729| RF0757 BEETLE MTN                          APPROX.14.2 KM 2614543.1 |
 RF0729|---------------------------------------------------------------------|
 RF0729
 RF0729                          SUPERSEDED SURVEY CONTROL
 RF0729
 RF0729  NAD 83(1992)-  46 18 24.73324(N)    068 50 39.80800(W) AD(       ) 2
 RF0729  NAD 83(1986)-  46 18 24.73707(N)    068 50 39.81787(W) AD(       ) 2
 RF0729  NAD 27      -  46 18 24.58100(N)    068 50 41.65100(W) AD(       ) 2
 RF0729  NGVD 29 (07/19/86)  231.7    (m)          760.     (f) VERT ANG       
 RF0729
 RF0729.Superseded values are not recommended for survey control.
 RF0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0729.See file dsdata.txt to determine how the superseded data were derived.
 RF0729
 RF0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM1198228156(NAD 83)
 RF0729_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RF0729_SETTING: 66 = SET IN ROCK OUTCROP
 RF0729
 RF0729  HISTORY     - Date     Condition        Report By
 RF0729  HISTORY     - 1955     MONUMENTED       CGS
 RF0729
 RF0729                          STATION DESCRIPTION
 RF0729
 RF0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 RF0729'THE STATION IS LOCATED ON THE NORTH SHORE OF MILLINOCKET LAKE, ON
 RF0729'THE EXTREME SOUTHWEST POINT AT THE NARROW PART OF THE LAKE, ABOUT
 RF0729'20 MILES NORTHWEST OF SHIN POND AND 300 YARDS SOUTHWEST OF LIBBYS
 RF0729'SPORTING CAMP.
 RF0729'
 RF0729'TO REACH, BY FLOAT PLANE, A LANDING WAS MADE ON NORTH SHORE OF
 RF0729'MILLINOCKET LAKE AT LIBBYS SPORTING CAMP.  FROM LIBBYS SPORTING
 RF0729'CAMP, PACK SOUTHWESTERLY, FOR ABOUT 300 YARDS TO THE EXTREME
 RF0729'SOUTHWESTERN POINT AND THE STATION.
 RF0729'
 RF0729'THE STATION MARK IS A STANDARD DISK, STAMPED MILL 1955, SET IN A
 RF0729'DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS ABOUT FLUSH WITH THE
 RF0729'SURROUNDING BEDROCK.
 RF0729'
 RF0729'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED MILL NO 1 1955,
 RF0729'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS ABOUT FLUSH
 RF0729'WITH THE SURROUNDING BEDROCK AND IS ABOUT 2 FEET LOWER THAN THE
 RF0729'STATION.
 RF0729'
 RF0729'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED MILL NO 2
 RF0729'1955, SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS ABOUT
 RF0729'FLUSH WITH THE SURROUNDING BEDROCK AND IS ABOUT 3 FEET LOWER THAN
 RF0729'THE STATION.
 RF0729'
 RF0729'HEIGHT OF LIGHT ABOVE STATION MARK 1.44 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1054 ***********************************************************************
 QF1054  DESIGNATION -  MILL IBC
 QF1054  PID         -  QF1054
 QF1054  STATE/COUNTY-  ME/WASHINGTON
 QF1054  USGS QUAD   -  WOODLAND (1987)
 QF1054
 QF1054                         *CURRENT SURVEY CONTROL
 QF1054  ___________________________________________________________________
 QF1054* NAD 83(1996)-  45 10 20.36759(N)    067 24 08.90208(W)     ADJUSTED  
 QF1054* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 QF1054  ___________________________________________________________________
 QF1054  LAPLACE CORR-           3.40  (seconds)                    DEFLEC99
 QF1054  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 QF1054
 QF1054  HORZ ORDER  -  THIRD
 QF1054
 QF1054.The horizontal coordinates were established by classical geodetic methods
 QF1054.and adjusted by the National Geodetic Survey in March 1998..
 QF1054
 QF1054.The orthometric height was scaled from a topographic map.
 QF1054
 QF1054.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1054
 QF1054.The geoid height was determined by GEOID03.
 QF1054
 QF1054;                    North         East     Units Scale Factor Converg.
 QF1054;SPC ME E     -   167,878.646   386,268.106   MT  0.99999148   +0 46 42.4
 QF1054;UTM  19      - 5,003,335.083   625,531.517   MT  0.99979376   +1 07 59.4
 QF1054
 QF1054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1054!SPC ME E     -   1.00000136  x   0.99999148  =   0.99999284
 QF1054!UTM  19      -   1.00000136  x   0.99979376  =   0.99979512
 QF1054
 QF1054:                Primary Azimuth Mark                     Grid Az
 QF1054:SPC ME E     -  PIER NO 4 IBC                            339 14 47.5
 QF1054:UTM  19      -  PIER NO 4 IBC                            338 53 30.5
 QF1054
 QF1054|---------------------------------------------------------------------|
 QF1054| PID    Reference Object                     Distance      Geod. Az  |
 QF1054|                                                           dddmmss.s |
 QF1054| QF0962 PIER NO 4 IBC                       482.188 METERS 3400129.9 |
 QF1054|---------------------------------------------------------------------|
 QF1054
 QF1054                          SUPERSEDED SURVEY CONTROL
 QF1054
 QF1054  NAD 83(1992)-  45 10 20.36358(N)    067 24 08.89999(W) AD(       ) 3
 QF1054  NAD 83(1986)-  45 10 20.36610(N)    067 24 08.90562(W) AD(       ) 3
 QF1054  NAD 27      -  45 10 20.13300(N)    067 24 10.91800(W) AD(       ) 3
 QF1054
 QF1054.Superseded values are not recommended for survey control.
 QF1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1054.See file dsdata.txt to determine how the superseded data were derived.
 QF1054
 QF1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2553203335(NAD 83)
 QF1054_MARKER: DH = HORIZONTAL CONTROL DISK
 QF1054_SETTING: 0 = UNSPECIFIED SETTING
 QF1054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QF1054
 QF1054  HISTORY     - Date     Condition        Report By
 QF1054  HISTORY     - 1918     MONUMENTED       IBC
 QF1054
 QF1054                          STATION DESCRIPTION
 QF1054
 QF1054'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1918 (NWS)
 QF1054'ON THE W SHORE OF THE ST CROIX RIVER, 1/4 MILE ABOVE THE WOODLAND
 QF1054'RAILROAD BRIDGE, ON THE PROMINENT POINT DIRECTLY OUT FROM THE
 QF1054'SAWMILL AND BOX FACTORY.  IT IS NEAR THE CENTER OF THE POINT 4.5
 QF1054'METERS FROM THE SHORELINE.
 QF1054'
 QF1054'STATION MARK IS A BRONZE DISK SET IN THE TOP OF A SQUARE GRANITE
 QF1054'SLAB PROJECTING ABOUT 4 INCHES ABOVE THE GROUND AND SET IN A LARGE
 QF1054'CONCRETE BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1163 ***********************************************************************
 PD1163  DESIGNATION -  MILL RIVER CHURCH W HARRINGTON
 PD1163  PID         -  PD1163
 PD1163  STATE/COUNTY-  ME/WASHINGTON
 PD1163  USGS QUAD   -  HARRINGTON (1975)
 PD1163
 PD1163                         *CURRENT SURVEY CONTROL
 PD1163  ___________________________________________________________________
 PD1163* NAD 83(1996)-  44 35 52.19791(N)    067 50 41.42005(W)     ADJUSTED  
 PD1163* NAVD 88     -                                                        
 PD1163  ___________________________________________________________________
 PD1163  LAPLACE CORR-           4.67  (seconds)                    DEFLEC99
 PD1163  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 PD1163
 PD1163  HORZ ORDER  -  THIRD
 PD1163
 PD1163.The horizontal coordinates were established by classical geodetic methods
 PD1163.and adjusted by the National Geodetic Survey in March 1998..
 PD1163
 PD1163
 PD1163.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1163
 PD1163.The geoid height was determined by GEOID03.
 PD1163
 PD1163;                    North         East     Units Scale Factor Converg.
 PD1163;SPC ME E     -   103,664.808   352,012.284   MT  0.99993326   +0 27 36.1
 PD1163;UTM  19      - 4,938,925.237   591,679.106   MT  0.99970336   +0 48 40.1
 PD1163
 PD1163                          SUPERSEDED SURVEY CONTROL
 PD1163
 PD1163  NAD 83(1992)-  44 35 52.19518(N)    067 50 41.41935(W) AD(       ) 4
 PD1163  NAD 83(1986)-  44 35 52.19176(N)    067 50 41.42223(W) AD(       ) 4
 PD1163  NAD 27      -  44 35 51.91500(N)    067 50 43.42100(W) AD(       ) 3
 PD1163
 PD1163.Superseded values are not recommended for survey control.
 PD1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1163.See file dsdata.txt to determine how the superseded data were derived.
 PD1163
 PD1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK9167938925(NAD 83)
 PD1163
 PD1163  HISTORY     - Date     Condition        Report By
 PD1163  HISTORY     - UNK      MONUMENTED
 PD1163  HISTORY     - 1913     SEE DESCRIPTION  CGS
 PD1163  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PD1163  HISTORY     - 1945     SEE DESCRIPTION  CGS
 PD1163  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD1163
 PD1163                          STATION DESCRIPTION
 PD1163
 PD1163'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 PD1163'THE SPIRE OR CUPOLA ON THE W END OF THE CHURCH IN THE VILLAGE OF
 PD1163'MILL RIVER, ABOUT 3 MILES SW OF THE TOWN OF HARRINGTON.  THE CHURCH
 PD1163'IS ON THE NE SIDE OF THE ROAD, ABOUT 1/4 MILE NW OF THE JUNCTION OF
 PD1163'THIS ROAD WITH THE MAIN ROAD BETWEEN HARRINGTON AND
 PD1163'MIDDLEBRIDGE.  THE TOWER IS FLAT-TOPPED AND GRAY IN COLOR.
 PD1163
 PD1163                          STATION RECOVERY (1934)
 PD1163
 PD1163'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PD1163'RECOVERED AS DESCRIBED, WITH THE EXCEPTIONS THAT THE SETTLEMENT IN
 PD1163'WHICH THE CHURCH IS LOCATED IS KNOWN AS WEST HARRINGTON AND THE
 PD1163'CUPOLA IS NOW DULL WHITE IN COLOR.
 PD1163'
 PD1163'THIS IS AN INTERSECTION STATION.
 PD1163
 PD1163                          STATION RECOVERY (1945)
 PD1163
 PD1163'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (FLP)
 PD1163'STATION RECOVERED IN GOOD CONDITION.  ACCORDING TO LOCAL RESIDENTS
 PD1163'THE CUPOLA (WHITE, SQUARE IN SHAPE, AND LOCATED OVER SW GABLE) HAS
 PD1163'NOT BEEN CHANGED SINCE 1934.  INSOFAR AS ANYONE KNEW THAT WAS
 PD1163'INTERVIEWED, IT HAS NOT BEEN CHANGED SINCE 1861.  CHURCH IS
 PD1163'LOCATED 0.2 MILE NW OF INTERSECTION AT WEST HARRINGTON AND IS 60
 PD1163'FEET NE OF GRAVEL ROAD.  IT IS THE ONLY CHURCH IN WEST HARRINGTON.
 PD1163'CHURCH IS METHODIST.
 PD1163
 PD1163                          STATION RECOVERY (1946)
 PD1163
 PD1163'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD1163'STATION RECOVERED AS DESCRIBED, IN GOOD CONDITION.  DESCRIPTION IS
 PD1163'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1165 ***********************************************************************
 PD1165  DESIGNATION -  MILLBRIDGE METH CHURCH 2
 PD1165  PID         -  PD1165
 PD1165  STATE/COUNTY-  ME/WASHINGTON
 PD1165  USGS QUAD   -  CHERRYFIELD (1978)
 PD1165
 PD1165                         *CURRENT SURVEY CONTROL
 PD1165  ___________________________________________________________________
 PD1165* NAD 83(1996)-  44 31 51.71399(N)    067 52 55.57192(W)     ADJUSTED  
 PD1165* NAVD 88     -                                                        
 PD1165  ___________________________________________________________________
 PD1165  LAPLACE CORR-           4.91  (seconds)                    DEFLEC99
 PD1165  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 PD1165
 PD1165  HORZ ORDER  -  THIRD
 PD1165
 PD1165.The horizontal coordinates were established by classical geodetic methods
 PD1165.and adjusted by the National Geodetic Survey in March 1998..
 PD1165
 PD1165
 PD1165.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1165
 PD1165.The geoid height was determined by GEOID03.
 PD1165
 PD1165;                    North         East     Units Scale Factor Converg.
 PD1165;SPC ME E     -    96,219.311   349,110.086   MT  0.99992965   +0 26 00.0
 PD1165;UTM  19      - 4,931,463.832   588,823.222   MT  0.99969702   +0 47 02.5
 PD1165
 PD1165                          SUPERSEDED SURVEY CONTROL
 PD1165
 PD1165  NAD 83(1992)-  44 31 51.71147(N)    067 52 55.57212(W) AD(       ) 4
 PD1165  NAD 83(1986)-  44 31 51.70834(N)    067 52 55.57541(W) AD(       ) 4
 PD1165  NAD 27      -  44 31 51.42300(N)    067 52 57.56800(W) AD(       ) 3
 PD1165
 PD1165.Superseded values are not recommended for survey control.
 PD1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1165.See file dsdata.txt to determine how the superseded data were derived.
 PD1165
 PD1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK8882331464(NAD 83)
 PD1165_MARKER: 90 = CHURCH SPIRE
 PD1165_SETTING: 0 = UNSPECIFIED SETTING
 PD1165
 PD1165  HISTORY     - Date     Condition        Report By
 PD1165  HISTORY     - UNK      FIRST OBSERVED
 PD1165  HISTORY     - 1913     SEE DESCRIPTION  CGS
 PD1165  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PD1165  HISTORY     - 1986     GOOD             NOS
 PD1165
 PD1165                          STATION DESCRIPTION
 PD1165
 PD1165'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 PD1165'THE RATHER SHORT SPIRE ON THE W END OF THE SOUTHERN CHURCH IN
 PD1165'MILLBRIDGE, ON LOW GROUND AND LESS PROMINENT THAN CHURCH NO. 1.  ON
 PD1165'THE E SIDE OF THE MAIN N AND S ROAD JUST S OF THE ROAD WHICH
 PD1165'BRANCHES TO THE W FROM STEUBEN AND OTHER POINTS.  THE CHURCH IS
 PD1165'WHITE IN COLOR.
 PD1165
 PD1165                          STATION RECOVERY (1934)
 PD1165
 PD1165'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PD1165'RECOVERED AS DESCRIBED.  THE NEW POSITION, WHICH IS CHECKED
 PD1165'POSITION, DOES NOT CHECK WITH THE OLD POSITION, WHICH WAS A NOT
 PD1165'CHECKED POSITION.  IT IS POSSIBLE THAT THIS IS THE SAME SPIRE,
 PD1165'HOWEVER, IT IS NOT VERY LIKELY.  SEE NEW DESCRIPTION OF
 PD1165'MILLBRIDGE, METHODIST CHURCH SPIRE.
 PD1165
 PD1165                          STATION RECOVERY (1986)
 PD1165
 PD1165'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1986 (JED)
 PD1165'THE STATION WAS RECOVERED AT THIS DATE.
 PD1165'STATION RECOVERED IN APPARENT GOOD CONDITION.  A LONG TIME RESIDENT
 PD1165'SAID THAT THE SPIRE HAD NOT BEEN REBUILT.
 PD1165'
 PD1165'RECOVERED BY PBW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2594 ***********************************************************************
 OC2594  DESIGNATION -  MILLER
 OC2594  PID         -  OC2594
 OC2594  STATE/COUNTY-  ME/YORK
 OC2594  USGS QUAD   -  MILTON (1983)
 OC2594
 OC2594                         *CURRENT SURVEY CONTROL
 OC2594  ___________________________________________________________________
 OC2594* NAD 83(1996)-  43 29 27.68873(N)    070 57 39.33044(W)     ADJUSTED  
 OC2594* NAVD 88     -       154.5    (meters)     507.     (feet)  VERTCON   
 OC2594  ___________________________________________________________________
 OC2594  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 OC2594  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 OC2594
 OC2594  HORZ ORDER  -  SECOND
 OC2594
 OC2594.The horizontal coordinates were established by classical geodetic methods
 OC2594.and adjusted by the National Geodetic Survey in March 1998..
 OC2594
 OC2594.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2594
 OC2594.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2594
 OC2594.The geoid height was determined by GEOID03.
 OC2594
 OC2594;                    North         East     Units Scale Factor Converg.
 OC2594;SPC ME W     -    73,370.850   835,755.529   MT  1.00001742   -0 32 48.0
 OC2594;UTM  19      - 4,817,212.335   341,445.164   MT  0.99990924   -1 20 59.5
 OC2594
 OC2594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2594!SPC ME W     -   0.99997998  x   1.00001742  =   0.99999740
 OC2594!UTM  19      -   0.99997998  x   0.99990924  =   0.99988922
 OC2594
 OC2594|---------------------------------------------------------------------|
 OC2594| PID    Reference Object                     Distance      Geod. Az  |
 OC2594|                                                           dddmmss.s |
 OC2594| CE8322 MILLER RM 1                          14.713 METERS 21605     |
 OC2594| OC2595 MILLER RM 2                          13.511 METERS 33155     |
 OC2594| OC2598 MILLER 1976 AZ MK A PT              448.208 METERS 3403136.9 |
 OC2594| OC2597 MILLER AZ MK                        453.575 METERS 3412100.4 |
 OC2594|---------------------------------------------------------------------|
 OC2594
 OC2594                          SUPERSEDED SURVEY CONTROL
 OC2594
 OC2594  NAD 83(1992)-  43 29 27.68668(N)    070 57 39.33225(W) AD(       ) 2
 OC2594  NAD 83(1986)-  43 29 27.69402(N)    070 57 39.33909(W) AD(       ) 2
 OC2594  NAD 27      -  43 29 27.40376(N)    070 57 41.10808(W) AD(       ) 2
 OC2594  NGVD 29 (07/19/86)  154.7    (m)          508.     (f) VERT ANG       
 OC2594
 OC2594.Superseded values are not recommended for survey control.
 OC2594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2594.See file dsdata.txt to determine how the superseded data were derived.
 OC2594
 OC2594_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ4144517212(NAD 83)
 OC2594_MARKER: DS = TRIANGULATION STATION DISK
 OC2594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC2594_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC2594
 OC2594  HISTORY     - Date     Condition        Report By
 OC2594  HISTORY     - 1976     MONUMENTED       NGS
 OC2594
 OC2594                          STATION DESCRIPTION
 OC2594
 OC2594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2594'THE STATION IS LOCATED ABOUT 8.75 MILES WEST-NORTHWEST
 OC2594'OF SPRINGVALE, 0.75 MILE SOUTH OF MILTON MILLS, NEW HAMPSHIRE
 OC2594'AND 0.25 MILE OF THE MAINE-NEW HAMPSHIRE STATE LINE.
 OC2594'
 OC2594'TO REACH THE STATION FROM THE POST OFFICE IN MILTON MILLS,
 OC2594'NEW HAMPSHIRE, GO SOUTHERLY ON MAIN STREET FOR 09.1 MILE
 OC2594'TO AN INTERSECTION. TURN LEFT ONTO THE FOX RIDGE ROAD AND
 OC2594'PROCEED SOUTHERLY FOR 0.05 MILE TO THE MAINE-NEW HAMPSHIRE
 OC2594'STATE LINE, CONTINUE SOUTHERLY ON FOX RIDGE ROAD FOR 0.25 MILE
 OC2594'TO THE AZIMUTH MARK ON THE RIGHT. CONTINUE ON FOX RIDGE ROAD
 OC2594'FOR 0.25 MILE TO THE STATION MARK ON THE LEFT.
 OC2594'
 OC2594'THE STATION MARK IS A STANDARD DISK STAMPED--MILLER 1975--SET
 OC2594'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST WHICH IS ABOUT
 OC2594'0.3 INCHES BELOW THE GROUND LEVEL.  THE SUBSURFACE STATION MARK
 OC2594'IS A STANDARD DISK STAMPED--MILLER 1975--SET IN AN IRREGULAR
 OC2594'MASS OF CONCRETE ABOUT 48 INCHES BELOW THE GROUND LEVEL.  IT IS
 OC2594'27.8 FEET WEST-SOUTHWEST OF A 20-INCH MAPLE TREE, 2.5 FEET
 OC2594'NORTH-NORTHWEST OF A STONE WALL, 3.0 FEET WEST-SOUTHWEST OF A
 OC2594'METAL WITNESS POST AND 25.0 FEET EAST-NORTHEAST OF THE
 OC2594'CENTERLINE OF FOX RIDGE ROAD.
 OC2594'
 OC2594'REFERENCE MARK 1 IS A STANDARD DISK STAMPED--MILLER NO 1 1975--SET
 OC2594'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST WHICH IS ABOUT 3
 OC2594'INCHES BELOW THE GROUND LEVEL.  IT IS 4.0 FEET SOUTH OF A METAL
 OC2594'WITNESS POST, 10.0 FEET SOUTH OF TELEPHONE POLE NUMBER 19 AND 19.5
 OC2594'FEET WEST-SOUTHWEST OF THE CENTERLINE OF FOX RIDGE ROAD.
 OC2594'
 OC2594'REFERENCE MARK 2 IS A STANDARD DISK STAMPED--MILLER NO 2 1975--SET
 OC2594'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST WHICH IS ABOUT 2
 OC2594'INCHES BELOW THE GROUND LEVEL.  IT IS 29.0 FEET EAST-NORTHEAST OF
 OC2594'THE CENTERLINE OF FOX RIDGE ROAD, 2.5 FEET WEST-SOUTHWEST OF A
 OC2594'METAL WITNESS POST AND 46.0 FEET WEST-NORTHWEST OF A 20-INCH
 OC2594'MAPLE TREE.
 OC2594'
 OC2594'THE AZIMUTH MARK IS A STANDARD DISK STAMPED--MILLER AZ 1975--SET
 OC2594'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST WHICH PROJECTS
 OC2594'ABOUT 1 INCH.  IT IS 34.2 FEET NORTH OF TELEPHONE POLE NUMBER 10,
 OC2594'3.0 FEET EAST OF A METAL WITNESS POST AND 25.0 FEET WEST OF THE
 OC2594'CENTERLINE OF FOX RIDGE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0719 ***********************************************************************
 QF0719  DESIGNATION -  MILLER
 QF0719  PID         -  QF0719
 QF0719  STATE/COUNTY-  ME/WASHINGTON
 QF0719  USGS QUAD   -  DEVILS HEAD (1977)
 QF0719
 QF0719                         *CURRENT SURVEY CONTROL
 QF0719  ___________________________________________________________________
 QF0719* NAD 83(1996)-  45 09 45.23242(N)    067 11 19.29114(W)     ADJUSTED  
 QF0719* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 QF0719  ___________________________________________________________________
 QF0719  LAPLACE CORR-           3.47  (seconds)                    DEFLEC99
 QF0719  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 QF0719
 QF0719  HORZ ORDER  -  THIRD
 QF0719
 QF0719.The horizontal coordinates were established by classical geodetic methods
 QF0719.and adjusted by the National Geodetic Survey in March 1998..
 QF0719
 QF0719.The orthometric height was scaled from a topographic map.
 QF0719
 QF0719.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0719
 QF0719.The geoid height was determined by GEOID03.
 QF0719
 QF0719;                    North         East     Units Scale Factor Converg.
 QF0719;SPC ME E     -   167,044.662   403,089.353   MT  1.00003063   +0 55 47.8
 QF0719;UTM  19      - 5,002,605.388   642,354.414   MT  0.99984917   +1 17 04.7
 QF0719
 QF0719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0719!SPC ME E     -   1.00000271  x   1.00003063  =   1.00003334
 QF0719!UTM  19      -   1.00000271  x   0.99984917  =   0.99985188
 QF0719
 QF0719:                Primary Azimuth Mark                     Grid Az
 QF0719:SPC ME E     -  SPRUCE POINT LH FINIAL IBC               025 15 11.9
 QF0719:UTM  19      -  SPRUCE POINT LH FINIAL IBC               024 53 55.0
 QF0719
 QF0719|---------------------------------------------------------------------|
 QF0719| PID    Reference Object                     Distance      Geod. Az  |
 QF0719|                                                           dddmmss.s |
 QF0719| QF0739 SPRUCE POINT LH FINIAL IBC          APPROX. 0.6 KM 0261059.7 |
 QF0719| QF0740 SPRUCE POINT IBC                    APPROX. 0.6 KM 0262044.4 |
 QF0719| CE8958 MILLER RM 1                           6.047 METERS 11412     |
 QF0719| CE8959 MILLER RM 2                           9.937 METERS 20615     |
 QF0719| QF0715 REFERENCE MON 237                     0.120 METERS 20623     |
 QF0719|---------------------------------------------------------------------|
 QF0719
 QF0719                          SUPERSEDED SURVEY CONTROL
 QF0719
 QF0719  NAD 83(1992)-  45 09 45.22675(N)    067 11 19.28931(W) AD(       ) 3
 QF0719  NAD 83(1986)-  45 09 45.22963(N)    067 11 19.29442(W) AD(       ) 3
 QF0719  NAD 27      -  45 09 44.94700(N)    067 11 21.33100(W) AD(       ) 3
 QF0719
 QF0719.Superseded values are not recommended for survey control.
 QF0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0719.See file dsdata.txt to determine how the superseded data were derived.
 QF0719
 QF0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL4235402605(NAD 83)
 QF0719_MARKER: DH = HORIZONTAL CONTROL DISK
 QF0719_SETTING: 66 = SET IN ROCK OUTCROP
 QF0719
 QF0719  HISTORY     - Date     Condition        Report By
 QF0719  HISTORY     - 1909     MONUMENTED       IBC
 QF0719  HISTORY     - 1946     SEE DESCRIPTION  CGS
 QF0719
 QF0719                          STATION DESCRIPTION
 QF0719
 QF0719'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JEM)
 QF0719'ON THE S BANK OF THE ST CROIX RIVER, ABOUT 5-3/4 MILES BELOW CALAIS,
 QF0719'ON THE HEAVILY WOODED POINT OPPOSITE SPRUCE POINT LIGHTHOUSE.  THE
 QF0719'STATION IS ON A LARGE SLOPING LEDGE ABOUT 2 FEET OUTSIDE THE LINE OF
 QF0719'VEGETATION.  ABOUT 6 METERS UPSTREAM IS A SMALL COVE FORMED BY THE
 QF0719'REMOVAL OF A PORTION OF THE LEDGE.  ABOUT 30 METERS FARTHER ON, THE
 QF0719'LEDGE APPEARS AGAIN WITH A SIMILAR SLOPE TO THAT AT THE STATION.
 QF0719'
 QF0719'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE IN THE LEDGE.  THE
 QF0719'LETTERS---U.S.R.M.---ARE CUT IN THE LEDGE.  A CROSS WITHIN A TRIANGLE
 QF0719'IS CUT IN THE LEDGE S 65 8 E, 6.05 METERS FROM THE STATION, AND A
 QF0719'LIKE MARK IS CUT IN THE SLOPING FACE OF A LARGE STONE S 26
 QF0719'15 W, 9.94 METERS FROM THE STATION.  REFERENCE MONUMENT 237 IS SET IN
 QF0719'THE LEDGE BESIDE THE STATION MARK, 0.42 METER DISTANT.  AN EYEBOLT IS
 QF0719'SET IN ROCK ABOUT 3 METERS NORTHWARD.
 QF0719
 QF0719                          STATION RECOVERY (1946)
 QF0719
 QF0719'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (NWS)
 QF0719'THE STATION IS ON THE S BANK OF THE ST. CROIX RIVER, ABOUT
 QF0719'5-3/4 MILES BELOW CALAIS, ON THE HEAVILY WOODED POINT OPPOSITE
 QF0719'SPRUCE POINT LIGHTHOUSE.  THE STATION IS ON A LARGE SLOPING
 QF0719'LEDGE ABOUT 60 CENTIMETERS OUTSIDE THE LINE OF VEGETATION.  ABOUT
 QF0719'6 METERS UPSTREAM IS A SMALL COVE FORMED BY THE REMOVAL OF A
 QF0719'PORTION OF THE LEDGE.  ABOUT 30 METERS FARTHER ON, THE LEDGE
 QF0719'APPEARS AGAIN WITH A SIMILAR SLOPE TO THAT AT THE STATION.
 QF0719'
 QF0719'THE STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE IN THE
 QF0719'LEDGE.  THE LETTERS U.S.R.M. ARE CUT IN THE LEDGE.  A CROSS
 QF0719'WITHIN A TRIANGLE IS CUT IN THE LEDGE S. 65 DEG 48 MIN E., 6.05
 QF0719'METERS FROM THE STATION, AND A LIKE MARK IS CUT IN THE SLOPING
 QF0719'FACE OF A LARGE STONE S. 26 DEG 15 MIN W., 9.94 METERS FROM
 QF0719'THE STATION.  REFERENCE MONUMENT 237 IS SET IN THE LEDGE BESIDE
 QF0719'THE STATION MARK, 0.42 METER DISTANT.  AN EYEBOLT IS SET IN
 QF0719'ROCK ABOUT 3 METERS NORTHWARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2388 ***********************************************************************
 PE2388  DESIGNATION -  MILLERS ISLAND
 PE2388  PID         -  PE2388
 PE2388  STATE/COUNTY-  ME/LINCOLN
 PE2388  USGS QUAD   -  WALDOBORO WEST (1988)
 PE2388
 PE2388                         *CURRENT SURVEY CONTROL
 PE2388  ___________________________________________________________________
 PE2388* NAD 83(1996)-  44 01 07.91419(N)    069 23 08.33023(W)     ADJUSTED  
 PE2388* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 PE2388  ___________________________________________________________________
 PE2388  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 PE2388  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 PE2388
 PE2388  HORZ ORDER  -  THIRD
 PE2388
 PE2388.The horizontal coordinates were established by classical geodetic methods
 PE2388.and adjusted by the National Geodetic Survey in March 1998..
 PE2388
 PE2388.The orthometric height was scaled from a topographic map.
 PE2388
 PE2388.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2388
 PE2388.The geoid height was determined by GEOID03.
 PE2388
 PE2388;                    North         East     Units Scale Factor Converg.
 PE2388;SPC ME W     -   132,006.015   962,620.722   MT  1.00001488   +0 32 33.9
 PE2388;SPC ME E     -    39,509.917   228,995.114   MT  0.99996199   -0 36 55.6
 PE2388;UTM  19      - 4,874,040.429   469,090.862   MT  0.99961175   -0 16 04.8
 PE2388
 PE2388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2388!SPC ME W     -   1.00000261  x   1.00001488  =   1.00001749
 PE2388!SPC ME E     -   1.00000261  x   0.99996199  =   0.99996460
 PE2388!UTM  19      -   1.00000261  x   0.99961175  =   0.99961436
 PE2388
 PE2388:                Primary Azimuth Mark                     Grid Az
 PE2388:SPC ME W     -  BIRKMORES HOUSE CENTER CHIMNEY           100 18 40.5
 PE2388:SPC ME E     -  BIRKMORES HOUSE CENTER CHIMNEY           101 28 10.0
 PE2388:UTM  19      -  BIRKMORES HOUSE CENTER CHIMNEY           101 07 19.2
 PE2388
 PE2388|---------------------------------------------------------------------|
 PE2388| PID    Reference Object                     Distance      Geod. Az  |
 PE2388|                                                           dddmmss.s |
 PE2388| PE2390 BIRKMORES HOUSE CENTER CHIMNEY      APPROX. 0.8 KM 1005114.4 |
 PE2388| PE2386 BIRKMORES BARN SOUTH APEX           APPROX. 0.8 KM 1094815.6 |
 PE2388| OB0333 LOWER HUNGRY                        APPROX. 2.5 KM 1552130.5 |
 PE2388| PE2399 HARRIS                              APPROX. 1.3 KM 2082431.0 |
 PE2388| PE2384 HEATHS HOUSE WEST CHIMNEY           APPROX. 1.2 KM 2570129.5 |
 PE2388| PE2394 BRIGHT YELLOW HSE CEN OF CHIM       APPROX. 2.6 KM 2884459.3 |
 PE2388| PE2393 OLD HOUSE CENTER CHIMNEY            APPROX. 2.8 KM 2961118.0 |
 PE2388| PE2382 HOWARDS RED STORE CENTER CHIM       APPROX. 2.3 KM 3141759.7 |
 PE2388| PE2385 MEETING HOUSE CUPOLA                APPROX. 3.3 KM 3154330.6 |
 PE2388| PE2383 RED HOUSE CENTER CHIMNEY            APPROX. 2.1 KM 3255649.2 |
 PE2388| PE2398 LONG HOUSE CENTER CHIMNEY           APPROX. 3.0 KM 3451902.6 |
 PE2388|---------------------------------------------------------------------|
 PE2388
 PE2388                          SUPERSEDED SURVEY CONTROL
 PE2388
 PE2388  NAD 83(1992)-  44 01 07.91938(N)    069 23 08.31687(W) AD(       ) 3
 PE2388  NAD 83(1986)-  44 01 07.92383(N)    069 23 08.32294(W) AD(       ) 3
 PE2388  NAD 27      -  44 01 07.62000(N)    069 23 10.13000(W) AD(       ) 3
 PE2388
 PE2388.Superseded values are not recommended for survey control.
 PE2388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2388.See file dsdata.txt to determine how the superseded data were derived.
 PE2388
 PE2388_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ6909174040(NAD 83)
 PE2388
 PE2388  HISTORY     - Date     Condition        Report By
 PE2388  HISTORY     - UNK      MONUMENTED
 PE2388  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2388
 PE2388                          STATION DESCRIPTION
 PE2388
 PE2388'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2388'A SEARCH WAS MADE ON THE HIGHEST PART OF HARDY ISLAND BUT NO
 PE2388'MARK WAS FOUND.  PLANE-TABLE AND AIR COMPILATION METHODS MIGHT
 PE2388'LOCATE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1462 ***********************************************************************
 QG1462  DESIGNATION -  MILLINOCKET MAGNETIC
 QG1462  PID         -  QG1462
 QG1462  STATE/COUNTY-  ME/PENOBSCOT
 QG1462  USGS QUAD   -  MILLINOCKET (1988)
 QG1462
 QG1462                         *CURRENT SURVEY CONTROL
 QG1462  ___________________________________________________________________
 QG1462* NAD 83(1996)-  45 39 07.39486(N)    068 41 43.12635(W)     ADJUSTED  
 QG1462* NAVD 88     -       122.1    (meters)     401.     (feet)  GPS OBS   
 QG1462  ___________________________________________________________________
 QG1462  X           -   1,622,666.199 (meters)                     COMP
 QG1462  Y           -  -4,160,917.792 (meters)                     COMP
 QG1462  Z           -   4,538,368.360 (meters)                     COMP
 QG1462  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 QG1462  ELLIP HEIGHT-          97.84  (meters)          (02/20/02) GPS OBS
 QG1462  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 QG1462
 QG1462  HORZ ORDER  -  THIRD
 QG1462  ELLP ORDER  -  FIFTH     CLASS I
 QG1462
 QG1462.This mark is at Millinocket Airport (MLT)
 QG1462
 QG1462.The horizontal coordinates were established by GPS observations
 QG1462.and adjusted by the National Geodetic Survey in September 1997..
 QG1462
 QG1462.The orthometric height was determined by GPS observations and a
 QG1462.high-resolution geoid model.
 QG1462
 QG1462.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QG1462
 QG1462.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1462
 QG1462.The ellipsoidal height was determined by GPS observations
 QG1462.and is referenced to NAD 83.
 QG1462
 QG1462.The geoid height was determined by GEOID03.
 QG1462
 QG1462;                    North         East     Units Scale Factor Converg.
 QG1462;SPC ME E     -   220,622.918   284,777.390   MT  0.99990285   -0 08 22.8
 QG1462;UTM  19      - 5,055,434.641   523,740.071   MT  0.99960693   +0 13 04.4
 QG1462
 QG1462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1462!SPC ME E     -   0.99998466  x   0.99990285  =   0.99988751
 QG1462!UTM  19      -   0.99998466  x   0.99960693  =   0.99959160
 QG1462
 QG1462:                Primary Azimuth Mark                     Grid Az
 QG1462:SPC ME E     -  MILLPORT                                 143 30 09.9
 QG1462:UTM  19      -  MILLPORT                                 143 08 42.7
 QG1462
 QG1462|---------------------------------------------------------------------|
 QG1462| PID    Reference Object                     Distance      Geod. Az  |
 QG1462|                                                           dddmmss.s |
 QG1462| QG1469 MILLPORT                            441.559 METERS 1432147.1 |
 QG1462|---------------------------------------------------------------------|
 QG1462
 QG1462                          SUPERSEDED SURVEY CONTROL
 QG1462
 QG1462  ELLIP H (09/29/97)   97.79   (m)                       GP(       ) 5 1
 QG1462  NAD 83(1992)-  45 39 07.39205(N)    068 41 43.12522(W) AD(       ) 2
 QG1462  NAD 83(1986)-  45 39 07.40247(N)    068 41 43.14871(W) AD(       ) 2
 QG1462  NGVD 29 (11/20/87)  122.33   (m)          401.3    (f) LEVELING    3  
 QG1462
 QG1462.Superseded values are not recommended for survey control.
 QG1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1462.See file dsdata.txt to determine how the superseded data were derived.
 QG1462
 QG1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL2374055435(NAD 83)
 QG1462_MARKER: DM = MAGNETIC STATION DISK
 QG1462_SETTING: 0 = UNSPECIFIED SETTING
 QG1462_STAMPING: MILLINOCKET 1942
 QG1462_MARK LOGO: NGS   
 QG1462_MAGNETIC: N = NO MAGNETIC MATERIAL
 QG1462_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG1462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QG1462+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1996
 QG1462
 QG1462  HISTORY     - Date     Condition        Report By
 QG1462  HISTORY     - 1942     MONUMENTED       CGS
 QG1462  HISTORY     - 19930615 GOOD             NGS
 QG1462  HISTORY     - 19960713 GOOD             NGS
 QG1462
 QG1462                          STATION DESCRIPTION
 QG1462
 QG1462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 QG1462'THE STATION IS LOCATED AT THE NW END OF THE AIRPORT NEAR THE END OF
 QG1462'THE STOPWAY FOR RUNWAY 16.  THE STATION IS 125 FT (38.1 M) E FROM THE
 QG1462'CENTER OF A MANHOLE COVER AT THE NW CORNER OF THE STOPWAY, 124 FT
 QG1462'(37.8 M) SW FROM THE CENTER OF A MANHOLE COVER AT THE NE CORNER OF THE
 QG1462'STOPWAY, AND 100.16 FT (30.53 M) S FROM THE PK NAIL AT THE STOPWAY
 QG1462'END.  THE STATION IS A STANDARD USCGS MAGNETIC DISK STAMPED
 QG1462'MILLINOCKET 1942, SET INTO A DRILL HOLE IN THE STOPWAY.  THE STATION
 QG1462'IS ON LINE WITH THE RUNWAY AZIMUTH.
 QG1462
 QG1462                          STATION RECOVERY (1996)
 QG1462
 QG1462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (KRN)
 QG1462'STATION IS LOCATED AT THE MILLINOCKET MUNICIPAL AIRPORT (MLT) ,
 QG1462'MILLINOCKET, MAINE.  MARK IS SET ON THE CENTERINE OF THE STOPWAY 30.40
 QG1462'METERS (99.7 FT) FROM THE PHYSICAL END OF THE STOPWAY PAVEMENT, AND
 QG1462'271.42 M (890.5 FT) FROM THE CL END RWY 16.  THESE MEASUREMENTS ARE
 QG1462'FROM INVERSES COMPUTED TO ANA PHASE II, 1997 COMPUTATIONS.  A GOOD
 QG1462'DESCRIPTION WAS NOT PROVIDED BY THE FIELD OBSERVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1469 ***********************************************************************
 QG1469  FBN         -  This is a Federal Base Network Control Station.
 QG1469  PACS        -  This is a Primary Airport Control Station.
 QG1469  DESIGNATION -  MILLPORT
 QG1469  PID         -  QG1469
 QG1469  STATE/COUNTY-  ME/PENOBSCOT
 QG1469  USGS QUAD   -  MILLINOCKET (1988)
 QG1469
 QG1469                         *CURRENT SURVEY CONTROL
 QG1469  ___________________________________________________________________
 QG1469* NAD 83(1996)-  45 38 55.91810(N)    068 41 30.95744(W)     ADJUSTED  
 QG1469* NAVD 88     -       122.08   (meters)     400.5    (feet)  GPS OBS   
 QG1469  ___________________________________________________________________
 QG1469  X           -   1,623,003.752 (meters)                     COMP
 QG1469  Y           -  -4,161,058.118 (meters)                     COMP
 QG1469  Z           -   4,538,120.676 (meters)                     COMP
 QG1469  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 QG1469  ELLIP HEIGHT-          97.85  (meters)          (04/26/01) GPS OBS
 QG1469  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 QG1469
 QG1469  HORZ ORDER  -  A
 QG1469  ELLP ORDER  -  FOURTH    CLASS I
 QG1469
 QG1469.This mark is at Millinocket Airport (MLT)
 QG1469
 QG1469.The horizontal coordinates were established by GPS observations
 QG1469.and adjusted by the National Geodetic Survey in July 1997..
 QG1469
 QG1469.The orthometric height was determined by GPS observations and a
 QG1469.high-resolution geoid model.
 QG1469
 QG1469.GPS derived orthometric heights for airport stations designated as
 QG1469.PACS or SACS are published to 2 decimal places.  This maintains
 QG1469.centimeter relative accuracy between the PACS and SACS.  It does
 QG1469.not indicate centimeter accuracy relative to other marks which are
 QG1469.part of the NAVD 88 network.
 QG1469
 QG1469.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QG1469
 QG1469.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1469
 QG1469.The ellipsoidal height was determined by GPS observations
 QG1469.and is referenced to NAD 83.
 QG1469
 QG1469.The geoid height was determined by GEOID03.
 QG1469
 QG1469;                    North         East     Units Scale Factor Converg.
 QG1469;SPC ME E     -   220,267.989   285,039.997   MT  0.99990275   -0 08 14.1
 QG1469;UTM  19      - 5,055,081.463   524,004.809   MT  0.99960708   +0 13 13.0
 QG1469
 QG1469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1469!SPC ME E     -   0.99998466  x   0.99990275  =   0.99988741
 QG1469!UTM  19      -   0.99998466  x   0.99960708  =   0.99959175
 QG1469
 QG1469:                Primary Azimuth Mark                     Grid Az
 QG1469:SPC ME E     -  MILLPORT AZ MK                           081 13 12.0
 QG1469:UTM  19      -  MILLPORT AZ MK                           080 51 44.9
 QG1469
 QG1469|---------------------------------------------------------------------|
 QG1469| PID    Reference Object                     Distance      Geod. Az  |
 QG1469|                                                           dddmmss.s |
 QG1469| QG1470 MILLPORT AZ MK                      APPROX. 0.7 KM 0810457.9 |
 QG1469| QG1462 MILLINOCKET MAGNETIC                441.559 METERS 3232155.8 |
 QG1469|---------------------------------------------------------------------|
 QG1469
 QG1469                          SUPERSEDED SURVEY CONTROL
 QG1469
 QG1469  ELLIP H (07/24/97)   97.77   (m)                       GP(       ) 3 2
 QG1469  NAD 83(1992)-  45 38 55.91784(N)    068 41 30.95732(W) AD(1995.00) B
 QG1469  ELLIP H (04/19/96)   97.81   (m)                       GP(1995.00) 3 1
 QG1469  NAD 83(1992)-  45 38 55.91520(N)    068 41 30.95597(W) AD(       ) A
 QG1469  ELLIP H (04/16/93)   97.81   (m)                       GP(       ) 3 1
 QG1469  NAD 83(1986)-  45 38 55.92562(N)    068 41 30.97948(W) AD(       ) 1
 QG1469  NGVD 29 (11/20/87)  122.35   (m)          401.4    (f) LEVELING    3  
 QG1469
 QG1469.Superseded values are not recommended for survey control.
 QG1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1469.See file dsdata.txt to determine how the superseded data were derived.
 QG1469
 QG1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL2400555081(NAD 83)
 QG1469_MARKER: DH = HORIZONTAL CONTROL DISK
 QG1469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG1469_SP_SET: CONCRETE POST
 QG1469_STAMPING: MILLPORT 1985
 QG1469_MARK LOGO: NGS   
 QG1469_MAGNETIC: N = NO MAGNETIC MATERIAL
 QG1469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG1469+STABILITY: SURFACE MOTION
 QG1469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QG1469+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2000
 QG1469
 QG1469  HISTORY     - Date     Condition        Report By
 QG1469  HISTORY     - 1985     MONUMENTED       NGS
 QG1469  HISTORY     - 1985     GOOD             NGS
 QG1469  HISTORY     - 1986     GOOD             NGS
 QG1469  HISTORY     - 19870617 GOOD             NGS
 QG1469  HISTORY     - 19881201 GOOD             NGS
 QG1469  HISTORY     - 19890127 GOOD
 QG1469  HISTORY     - 19920621 GOOD             NGS
 QG1469  HISTORY     - 19930615 GOOD             NGS
 QG1469  HISTORY     - 19951013 GOOD             CHANCE
 QG1469  HISTORY     - 19970107 GOOD             NGS
 QG1469  HISTORY     - 20000410 GOOD             NGS
 QG1469
 QG1469                          STATION DESCRIPTION
 QG1469
 QG1469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (MRM)
 QG1469'THE STATION IS LOCATED ABOUT 1.6 KM (1 MI) SOUTHEAST OF DOWNTOWN
 QG1469'MILLINOCKET,
 QG1469'0.8 KM (0.5 MI) SOUTH OF STATE HIGHWAYS 11 AND 157, AT THE
 QG1469'MILLINOCKET MUNICIPAL AIRPORT, AT THE JUNCTION OF A TAXI RAMP AND
 QG1469'RUNWAY 16-34.
 QG1469'OWNERSHIP--MILLINOCKET MUNICIPAL AIRPORT, JOHN CAREY - AIRPORT
 QG1469'MANAGER, MILLINOCKET ME 04462, PHONE 207-723-6649.
 QG1469'
 QG1469'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11 AND 157
 QG1469'IN THE WEST SECTION OF MILLINOCKET, GO EAST FOR
 QG1469'0.9 KM (0.55 MI) ON HIGHWAYS 11 AND 157 TO TWO ROADS RIGHT ACROSS
 QG1469'FROM THE MAINE FOREST SERVICE BUILDING.  TURN RIGHT, KEEPING LEFT,
 QG1469'AND GO SOUTHEAST FOR 1.4 KM (0.85 MI) ON MEDWAY ROAD TO THE PAVED
 QG1469'ENTRANCE DRIVE TO TERMINAL BUILDING ON THE LEFT.  TURN LEFT FOR 20
 QG1469'METERS (65 FT), THEN TURN LEFT AND GO NORTH FOR 0.1 KM (0.05 MI) ON
 QG1469'A DIRT LANE TO THE TAXI RAMP ON THE RIGHT.  BEAR RIGHT AND GO
 QG1469'NORTHEAST FOR 75 METERS (245 FT) ON THE RAMP TO THE STATION ON THE
 QG1469'LEFT.
 QG1469'
 QG1469'THE STATION IS A STANDARD NGS DISK
 QG1469'STAMPED---MILLPORT 1985---,
 QG1469'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 QG1469'30 CM IN DIAMETER PROJECTING 1 CM ABOVE GROUND.  LOCATED
 QG1469'43 METERS (141.0 FT) SOUTHEAST FROM THE EDGE OF RUNWAY 11-29,
 QG1469'11.4 METERS (37.4 FT) SOUTHWEST FROM THE EDGE OF RUNWAY 16-34,
 QG1469'8.6 METERS (28.2 FT) NORTHWEST FROM THE NORTH EDGE OF A RAMP,
 QG1469'6.5 METERS (21.3 FT) NORTH FROM THE NORTHWEST EDGE OF A SIGN (16-34)
 QG1469'AND
 QG1469'0.6 METERS (2.0 FT) EAST FROM A CARSONITE WITNESS POST.
 QG1469'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 QG1469'STAMPED---MILLPORT 1985---,
 QG1469'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 QG1469'
 QG1469'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK
 QG1469'STAMPED---MILLPORT 1985---,
 QG1469'SET INTO A DRILL HOLE IN THE TOP OF AN EXPOSED BOULDER OF 0.9
 QG1469'METERS LARGEST DIMENSION PROJECTING 8 CM ABOVE GROUND.  LOCATED
 QG1469'51.2 METERS (168.0 FT) NORTH-NORTHEAST FROM THE APPROXIMATE CENTER
 QG1469'OF RUNWAY 11-29,
 QG1469'30.5 METERS (100.0 FT) NORTH-NORTHEAST FROM THE NORTH EDGE OF THE
 QG1469'RUNWAY,
 QG1469'29.6 METERS (97.0 FT) NORTH-NORTHEAST FROM A RUNWAY LIGHT,
 QG1469'28.5 METERS (93.5 FT) NORTH-NORTHEAST FROM THE CENTER OF A METAL
 QG1469'GRATE COVER,
 QG1469'APPROXIMATELY 27.7 METERS (91.0 FT) SOUTH-SOUTHWEST FROM THE EDGE
 QG1469'OF A DIRT AND ROCK EMBANKMENT THAT IS APPROXIMATELY 4.67 METERS (15
 QG1469'FT) HIGH AND
 QG1469'1.4 METERS (4.7 FT) SOUTH FROM A WITNESS POST.
 QG1469'TO REACH THE AZIMUTH FROM THE STATION,
 QG1469'BEAR LEFT TO THE RUNWAY JUNCTION, THEN TURN RIGHT AND GO EAST FOR
 QG1469'0.6 KM (0.4 MI) ALONG THE NORTH SIDE OF RUNWAY 11-29 TO THE MARK ON
 QG1469'THE LEFT.
 QG1469'
 QG1469'NO REFERENCE MARKS WERE SET AT THIS TIME.
 QG1469'
 QG1469'FAA AIRPORT SURVEYS, MAINE, OCTOBER-NOVEMBER 1985.
 QG1469'
 QG1469'THIS STATION SUITABLE FOR GPS SURVEYS.
 QG1469'
 QG1469'DESCRIBED BY G.R. HEID.
 QG1469
 QG1469                          STATION RECOVERY (1985)
 QG1469
 QG1469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QG1469'RECOVERED IN GOOD CONDITION.
 QG1469
 QG1469                          STATION RECOVERY (1986)
 QG1469
 QG1469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (REP)
 QG1469'THE STATION WAS RECOVERED AT THIS DATE.
 QG1469'AS DESCRIBED IN 1985.
 QG1469'
 QG1469'SOUTHEAST MAINE SUBSIDENCE NETWORK, AUGUST 1986.
 QG1469'
 QG1469'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 QG1469'
 QG1469'DESCRIBED BY R.T. WOODRUFF.
 QG1469
 QG1469                          STATION RECOVERY (1987)
 QG1469
 QG1469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QG1469'THE STATION IS LOCATED IN THE SW CORNER OF THE INTERSECTION OF RUNWAYS
 QG1469'11-29 AND 16-34.  THE STATION IS 141 FT (43.0 M) SE FROM THE EDGE OF
 QG1469'RUNWAY 11-29, 37.4 FT (11.4 M) SW FROM THE EDGE OF RUNWAY 16-34, 21.3
 QG1469'FT (6.5 M) N FROM THE NW END OF RUNWAY SIGN 16-34, AND 2.0 FEET (0.6
 QG1469'M) E FROM A FIBERGLASS WITNESS POST.  THE STATION IS A STANDARD NGS
 QG1469'DISK STAMPED MILLPORT 1985 SET INTO A ROUND CONCRETE MONUMENT 10
 QG1469'INCHES IN DIAMETER SET FLUSH WITH THE GROUND.  NOTE- NGS ADT PROGRAM.
 QG1469
 QG1469                          STATION RECOVERY (1988)
 QG1469
 QG1469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QG1469'STATION WAS RECOVERED IN GOOD CONDITION, A NEW AND COMPLETE
 QG1469'DESCRIPTION FOLLOWS.
 QG1469'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) SOUTHEAST OF DOWNTOWN
 QG1469'MILLINOCKET, 0.8 KM (0.50 MI) SOUTH OF STATE HIGHWAY 11 AND 157, AT
 QG1469'THE MILLINOCKET MUNICIPAL AIRPORT, NEAR THE JUNCTION OF TAXI RAMP AND
 QG1469'RUNWAY 16-34.  OWNERSHIP--MILLINOCKET MUNICIPAL AIRPORT, CALLIER S
 QG1469'WEEKS, AIRPORT MANAGER, MUNICIPAL AIRPORT, MILLINOCKET ME 04462. PHONE
 QG1469'207-723-6649.
 QG1469'TO REACH THE STATION FROM THE T-JUNCTION OF STATE HIGHWAY 11 (KATAHOIN
 QG1469'AVE.) AND HIGHWAY 157 (CENTRAL STREET) IN THE WEST SECTION OF
 QG1469'MILLINOCKET AT THE MILLINOCKET MIDDLE SCHOOL, GO EAST FOR 0.9 KM
 QG1469'(0.55 MI) ON HIGHWAY 11 AND 157 (CENTRAL STRRET) TO TWO ROADS RIGHT
 QG1469'ACROSS FROM THE MAINE FOREST SERVICE BUILDING.  TURN RIGHT KEEPING
 QG1469'LEFT, AND GO SOUTHEAST FOR 1.4 KM (0.85 MI) ON MEDWAY ROAD TO THE
 QG1469'PAVED ENTRANCE DRIVE TO MILLINOCKET MUNICIPAL AIRPORT ON THE LEFT.
 QG1469'TURN LEFT, NORTHEAST, AND GO 0.002 KM (0.00 MI) ON PAVED ENTRANCE TO
 QG1469'DIRT ROAD ON LEFT.  TURN LEFT, NORTH, PASSING BETWEEN QUONSET HUT AND
 QG1469'THREE-LEGGED WOODEN TOWER (AIRPORT BUILDING ON THE RIGHT) FOR 0.04 KM
 QG1469'(0.00 MI) TO A FORK.  BEAR RIGHT AND GO NORTH FOR 0.2 KM (0.10 MI) ON
 QG1469'DIRT ROAD AND THEN TAXIWAY RAMP TO RUNWAY SIGN AND STATION ON THE
 QG1469'LEFT.
 QG1469'THE STATION IS A STANDARD NGS HORIZONTAL DISK SET INTO THE TOP OF A
 QG1469'ROUND CONCRETE MONUMENT 30 CM IN DIAMETER PROJECTING 1 CM ABOVE
 QG1469'GROUND.  LOCATED 43.0 M (141.1 FT) SOUTHEAST FROM THE EDGE OF RUNWAY
 QG1469'11-29, 35.9 M (117.8 FT) SOUTH FROM BLUE LIGHT AT INTERSECTION OF
 QG1469'RUNWAYS 16-34 AND 11-29, 11.4 M (37.4 FT) SOUTHWEST FROM THE EDGE OF
 QG1469'RUNWAY 16-34, 8.6 M (28.2 FT) NORTHWEST FROM THE NORTH EDGE OF A RAMP
 QG1469'AND 6.5 M (21.3 FT) NORTH-NORTHEAST FROM NORTHEAST PIPE LEG OF RED
 QG1469'SIGN WITH WHITE REFLECTIVE LETTERS 16-34.  (NOTE, UNDERGROUND MARK
 QG1469'REPORTED IN 1985 DESCRIPTION.)
 QG1469'SOUTHEAST MAINE SUBSIDENCE NETWORK, OCTOBER 1988.
 QG1469'DESCRIBED BY F.W. ROSSMANN.
 QG1469
 QG1469                          STATION RECOVERY (1989)
 QG1469
 QG1469'RECOVERED 1989
 QG1469'RECOVERED IN GOOD CONDITION.
 QG1469
 QG1469                          STATION RECOVERY (1992)
 QG1469
 QG1469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 QG1469'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) SOUTHEAST OF DOWNTOWN
 QG1469'MILLINOCKET, 0.8 KM (0.50 MI) SOUTH OF STATE HIGHWAY 11 AND 157, AT
 QG1469'THE MILLINOCKET MUNICIPAL AIRPORT, NEAR THE JUNCTION OF TAXI RAMP AND
 QG1469'RUNWAY 16-34.  OWNERSHIP--MILLINOCKET MUNICIPAL AIRPORT, CALLIER S.
 QG1469'WEEKS, AIRPORT MANAGER, MUNICIPAL AIRPORT, MILLINOCKET ME 04462,
 QG1469'PHONE 207-723-6649.
 QG1469'TO REACH THE STATION FROM THE T-JUNCTION OF STATE HIGHWAY 11 (KATAHOIN
 QG1469'AVE) AND HIGHWAY 157 (CENTRAL STREET), IN THE WEST SECTION OF
 QG1469'MILLINOCKET AT THE MILLINOCKET MIDDLE SCHOOL, GO EAST FOR 0.9 KM
 QG1469'(0.55 MI) ON HIGHWAY 11 AND 157 (CENTRAL STREET) TO TWO ROADS RIGHT
 QG1469'ACROSS FROM THE MAINE FOREST SERVICE BUILDING.  TURN RIGHT KEEPING
 QG1469'LEFT, AND GO SOUTHEAST FOR 1.4 KM (0.85 MI) ON MEDWAY ROAD TO THE
 QG1469'PAVED ENTRANCE DRIVE TO THE MILLINOCKET MUNICIPAL AIRPORT ON THE
 QG1469'LEFT.  TURN LEFT AND GO 0.08 KM (0.05 MI) ON PAVED ENTRANCE TO
 QG1469'TERMINAL BUILDING AND GATE ON RIGHT.  PASS THRU GATE AND GO 0.08 KM
 QG1469'(0.05 MI) TO TAXI RAMP.  TURN LEFT AND GO NORTH 0.16 KM (0.10 MI) TO
 QG1469'TAXIWAY.  TURN RIGHT AND GO EAST ON TAXIWAY 0.16 KM (0.10 MI) TO
 QG1469'YELLOW HOLDING LINE AND THE STATION ON THE LEFT.
 QG1469'LOCATED 43.0 M (141.1 FT) SOUTHEAST FROM THE EDGE OF RUNWAY 11-29,
 QG1469'35.9 M (117.8 FT) SOUTH FROM BLUE LIGHT AT INTERSECTION OF RUNWAYS
 QG1469'16-34 AND 11-29, 11.4 M (37.4 FT) SOUTHWEST FROM THE EDGE OF RUNWAY
 QG1469'16-34, 13.3 M (43.6 FT) NORTHWEST FROM THE CENTERLINE OF TAXI AND 6.5
 QG1469'M (21.3 FT) NORTH-NORTHEAST FROM THE NORTH PIPE LEG OF RED SIGN WITH
 QG1469'WHITE REFLECTIVE LETTERS 16-34.  NOTE--UNDERGROUND MARK REPORTED IN
 QG1469'1985 DESCRIPTION.
 QG1469
 QG1469                          STATION RECOVERY (1993)
 QG1469
 QG1469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 QG1469'THE STATION IS LOCATED AT THE MILLINOCKET MUNICIPAL AIRPORT SOUTHWEST
 QG1469'OF THE INTERSECTION OF RWYS 11-29 AND 16-34. THE STATION IS LOCATED
 QG1469'141.8 FT (43.2 M) SOUTHWEST OF THE RUNWAY LIGHT AT THE RUNWAY
 QG1469'INTERSECTION,37.5 FT (11.4 M) SOUTHWEST OF THE SOUTHWEST EDGE OF
 QG1469'RUNWAY 16-34,AND 28.2 FT (8.6 M) NORTHWEST OF THE NORTHWEST EDGE OF
 QG1469'THE TAXIWAY LEADING TO THE TERMINAL RAMP. THE STATION IS A STANDARD
 QG1469'NGS TRIANGILATION DISK STAMPED MILLPORT 1985 AND SET IN THE TOP OF A
 QG1469'CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE.  THERE ARE NO
 QG1469'REFERENCE STATIONS FOR THIS STATION.
 QG1469
 QG1469                          STATION RECOVERY (1995)
 QG1469
 QG1469'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (CRL)
 QG1469'RECOVERED AS DESCRIBED WITH THE FOLLOWING INFORMATION-  THIS STATION
 QG1469'IS DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION (PACS) - MAINE ANA
 QG1469'SURVEYS 1995
 QG1469
 QG1469                          STATION RECOVERY (1997)
 QG1469
 QG1469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 QG1469'RECOVERED AS DESCRIBED.
 QG1469
 QG1469                          STATION RECOVERY (2000)
 QG1469
 QG1469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 QG1469'THE STATION IS LOCATED IN MILLINOCKET, ABOUT 0.8 KM (0.50 MI) SOUTH OF
 QG1469'THE JUNCTION OF MEDWAY ROAD AND COMBINED HIGHWAYS US HIGHWAY 11 AND
 QG1469'STATE HIGHWAY 157, AT THE MILLINOCKET MUNICIPAL AIRPORT, AT THE
 QG1469'JUNCTION OF THE TAXIWAY AND THE RUNWAY.  OWNERSHIP--CITY OF
 QG1469'MILLINOCKET.  CONTACT MR. CALLIER WEEKS, AIRPORT MANAGER, ONE DAY IN
 QG1469'ADVANCE BEFORE OCCUPYING THIS STATION, PHONE 207-723-6649.  TO REACH
 QG1469'THE STATION FROM THE JUNCTION OF COMBINED US HIGHWAY 11 AND STATE
 QG1469'HIGHWAY 157 (CENTRAL STREET) AND SYCAMORE STREET ON THE EAST SIDE OF
 QG1469'MILLINOCKET, GO WEST ON HIGHWAYS 11/157 FOR 1.05 KM (0.65 MI) TO THE
 QG1469'Y-JUNCTION OF TWO ROADS ON THE LEFT.  TURN SHARP LEFT ON THE EASTERLY
 QG1469'ONE OF THE TWO ROADS AND GO SOUTH ON MEDWAY ROAD FOR 1.4 KM (0.85 MI)
 QG1469'TO THE ENTRANCE DRIVE TO AIRPORT ON THE LEFT.  TURN LEFT, EAST ON THE
 QG1469'DRIVE FOR 0.08 KM (0.05 MI) TO A CHAIN LINK GATE AND THE AIRPORT
 QG1469'OFFICE ON THE LEFT.  PASS THROUGH THE GATE AND ONTO THE APRON, BEAR
 QG1469'LEFT, NORTHERLY ACROSS THE APRON PASSING THE AIRPORT OFFICE TO THE
 QG1469'JUNCTION OF A TAXIWAY.  CONTINUE AHEAD NORTHERLY AND BEAR EAST ON THE
 QG1469'TAXIWAY FOR 0.16 KM (0.10 MI) TO THE JUNCTION OF THE RUNWAY AND THE
 QG1469'STATION ON THE LEFT, EAST OF THE PAINTED HOLD BAR. THE STATION IS
 QG1469'FLUSH WITH GROUND.  LOCATED 43.0 M (141.1 FT) SOUTHEAST OF THE
 QG1469'SOUTHEAST EDGE OF RUNWAY 11-29, 11.4 M (37.4 FT) SOUTHWEST OF THE
 QG1469'SOUTHWEST EDGE OF RUNWAY 16-34 AND 8.6 M (28.2 FT) NORTHWEST OF THE
 QG1469'NORTHWEST EDGE OF THE TAXIWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1470 ***********************************************************************
 QG1470  SACS        -  This is a Secondary Airport Control Station.
 QG1470  DESIGNATION -  MILLPORT AZ MK
 QG1470  PID         -  QG1470
 QG1470  STATE/COUNTY-  ME/PENOBSCOT
 QG1470  USGS QUAD   -  MILLINOCKET (1988)
 QG1470
 QG1470                         *CURRENT SURVEY CONTROL
 QG1470  ___________________________________________________________________
 QG1470* NAD 83(1996)-  45 38 59.28962(N)    068 41 00.30912(W)     ADJUSTED  
 QG1470* NAVD 88     -       123.48   (meters)     405.1    (feet)  GPS OBS   
 QG1470  ___________________________________________________________________
 QG1470  X           -   1,623,595.312 (meters)                     COMP
 QG1470  Y           -  -4,160,748.485 (meters)                     COMP
 QG1470  Z           -   4,538,194.443 (meters)                     COMP
 QG1470  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 QG1470  ELLIP HEIGHT-          99.25  (meters)          (01/07/02) GPS OBS
 QG1470  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 QG1470
 QG1470  HORZ ORDER  -  FIRST
 QG1470  ELLP ORDER  -  FIFTH     CLASS I
 QG1470
 QG1470.This mark is at Millinocket Airport (MLT)
 QG1470
 QG1470.The horizontal coordinates were established by GPS observations
 QG1470.and adjusted by the National Geodetic Survey in July 1997..
 QG1470
 QG1470.The orthometric height was determined by GPS observations and a
 QG1470.high-resolution geoid model.
 QG1470
 QG1470.GPS derived orthometric heights for airport stations designated as
 QG1470.PACS or SACS are published to 2 decimal places.  This maintains
 QG1470.centimeter relative accuracy between the PACS and SACS.  It does
 QG1470.not indicate centimeter accuracy relative to other marks which are
 QG1470.part of the NAVD 88 network.
 QG1470
 QG1470.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QG1470
 QG1470.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1470
 QG1470.The ellipsoidal height was determined by GPS observations
 QG1470.and is referenced to NAD 83.
 QG1470
 QG1470.The geoid height was determined by GEOID03.
 QG1470
 QG1470;                    North         East     Units Scale Factor Converg.
 QG1470;SPC ME E     -   220,370.515   285,703.806   MT  0.99990251   -0 07 52.2
 QG1470;UTM  19      - 5,055,188.097   524,667.769   MT  0.99960748   +0 13 35.0
 QG1470
 QG1470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1470!SPC ME E     -   0.99998444  x   0.99990251  =   0.99988695
 QG1470!UTM  19      -   0.99998444  x   0.99960748  =   0.99959193
 QG1470
 QG1470:                Primary Azimuth Mark                     Grid Az
 QG1470:SPC ME E     -  MILLPORT                                 261 13 12.0
 QG1470:UTM  19      -  MILLPORT                                 260 51 44.8
 QG1470
 QG1470|---------------------------------------------------------------------|
 QG1470| PID    Reference Object                     Distance      Geod. Az  |
 QG1470|                                                           dddmmss.s |
 QG1470| QG1469 MILLPORT                            APPROX. 0.7 KM 2610519.8 |
 QG1470|---------------------------------------------------------------------|
 QG1470
 QG1470                          SUPERSEDED SURVEY CONTROL
 QG1470
 QG1470  ELLIP H (07/24/97)   99.17   (m)                       GP(       ) 1 1
 QG1470  NAD 83(1992)-  45 38 59.28935(N)    068 41 00.30899(W) AD(1995.00) 1
 QG1470  ELLIP H (04/19/96)   99.21   (m)                       GP(1995.00) 3 1
 QG1470  NAD 83(1992)-  45 38 59.28618(N)    068 41 00.30812(W) AD(       ) 1
 QG1470  ELLIP H (01/28/95)   99.19   (m)                       GP(       ) 4 2
 QG1470  NAD 83(1986)-  45 38 59.29657(N)    068 41 00.33174(W) AD(       ) 1
 QG1470  NGVD 29 (11/20/87)  123.73   (m)          405.9    (f) LEVELING    3  
 QG1470
 QG1470.Superseded values are not recommended for survey control.
 QG1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1470.See file dsdata.txt to determine how the superseded data were derived.
 QG1470
 QG1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL2466855188(NAD 83)
 QG1470_MARKER: DZ = AZIMUTH MARK DISK
 QG1470_SETTING: 80 = SET IN A BOULDER
 QG1470_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QG1470_STAMPING: MILLPORT 1985
 QG1470_MARK LOGO: NGS   
 QG1470_MAGNETIC: N = NO MAGNETIC MATERIAL
 QG1470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG1470+STABILITY: SURFACE MOTION
 QG1470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QG1470+SATELLITE: SATELLITE OBSERVATIONS - January 07, 1997
 QG1470
 QG1470  HISTORY     - Date     Condition        Report By
 QG1470  HISTORY     - 1985     MONUMENTED       NGS
 QG1470  HISTORY     - 19870617 GOOD             NGS
 QG1470  HISTORY     - 19930615 GOOD             NGS
 QG1470  HISTORY     - 19951013 GOOD             CHANCE
 QG1470  HISTORY     - 19970107 GOOD             NGS
 QG1470
 QG1470                          STATION DESCRIPTION
 QG1470
 QG1470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (MRM)
 QG1470'THE STATION IS LOCATED ABOUT 1.6 KM (1 MI) SOUTHEAST OF DOWNTOWN
 QG1470'MILLINOCKET, AT THE MILLINOCKET MUNICIPAL AIRPORT,
 QG1470'0.6 KM (0.4 MI) EAST OF THE JUNCTION OF THE RUNWAYS, ALONG THE
 QG1470'NORTH SIDE OF RUNWAY 11-29.
 QG1470'OWNERSHIP--MILLINOCKET MUNICIPAL AIRPORT, JOHN CAREY - AIRPORT
 QG1470'MANAGER, MILLINOCKET ME 04462, PHONE 207-723-6649.
 QG1470'
 QG1470'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11 AND 157
 QG1470'IN THE WEST SECTION OF MILLINOCKET, GO EAST FOR
 QG1470'0.9 KM (0.55 MI) ON HIGHWAYS 11 AND 157 TO TWO ROADS RIGHT ACROSS
 QG1470'FROM THE MAINE FOREST SERVICE BUILDING.  TURN RIGHT, THEN LEFT AND
 QG1470'GO SOUTHEAST FOR 1.3 KM (0.8 MI) ON MEDWAY ROAD TO THE PAVED
 QG1470'ENTRANCE DRIVE TO TERMINAL BUILDING ON THE LEFT.  TURN LEFT FOR 20
 QG1470'METERS (65 FT), THEN TURN LEFT AND GO NORTH FOR 100 METERS (328 FT)
 QG1470'ON A DIRT LANE TO THE TAXI RAMP ON THE RIGHT.  BEAR RIGHT AND GO
 QG1470'NORTHEAST FOR 90 METERS (295 FT) ON THE RAMP TO RUNWAY 16-34.  TURN
 QG1470'LEFT AND GO 100 METERS (328 FT) TO THE NORTH SIDE OF RUNWAY 11-29.
 QG1470'TURN RIGHT AND GO EAST FOR 0.6 KM (0.4 MI) TO THE STATION ON THE
 QG1470'LEFT.
 QG1470'
 QG1470'THE STATION IS A STANDARD NGS DISK
 QG1470'STAMPED---MILLPORT 1985---,
 QG1470'SET INTO A DRILL HOLE IN THE TOP OF AN EXPOSED BOULDER OF 0.9
 QG1470'METERS LARGEST DIMENSION PROJECTING 8 CM ABOVE GROUND.  LOCATED
 QG1470'51.2 METERS (168.0 FT) NORTH-NORTHEAST FROM THE APPROXIMATE CENTER
 QG1470'OF RUNWAY 11-29,
 QG1470'30.5 METERS (100.0 FT) NORTH-NORTHEAST FROM THE NORTH EDGE OF THE
 QG1470'RUNWAY,
 QG1470'29.6 METERS (97.0 FT) NORTH-NORTHEAST FROM A RUNWAY LIGHT,
 QG1470'28.5 METERS (93.5 FT) NORTH-NORTHEAST FROM THE CENTER OF A METAL
 QG1470'GRATE COVER, APPROXIMATELY 27.7 METERS (91.0 FT) SOUTH-SOUTHWEST
 QG1470'FROM THE EDGE OF A DIRT AND ROCK EMBANKMENT THAT IS APPROXIMATELY
 QG1470'4.6 METERS (15 FT) HIGH AND
 QG1470'1.4 METERS (4.7 FT) SOUTH FROM A WITNESS POST.
 QG1470'
 QG1470'FAA AIRPORT SURVEYS, MAINE, OCTOBER-NOVEMBER 1985.
 QG1470'
 QG1470'THIS STATION SUITABLE FOR GPS SURVEYS.
 QG1470'
 QG1470'DESCRIBED BY G.R. HEID.
 QG1470
 QG1470                          STATION RECOVERY (1987)
 QG1470
 QG1470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QG1470'THE STATION IS LOCATED ON THE NORTH SIDE OF RUNWAY 11-29 ABOUT HALFWAY
 QG1470'BETWEEN RUNWAY END 29 AND THE INTERSECTION WITH RUNWAY 16-34.  IT IS
 QG1470'152 FT (46.3 M) NORTH FROM THE CENTER OF RUNWAY 11-29, 102 FEET (31.1
 QG1470'M) NORTH FROM THE CENTER OF A DIRT ROAD, AND 4.6 FT (1.4 M) SOUTH FROM
 QG1470'A FIBERGLASS WITNESS POST.  THE STATION IS A STANDARD NGS AZIMUTH MARK
 QG1470'DISK STAMPED MILLPORT 1985. IT IS SET INTO A DRILL HOLE IN A ROCK
 QG1470'OUTCROP.  NGS ADT PROGRAM.
 QG1470
 QG1470                          STATION RECOVERY (1993)
 QG1470
 QG1470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 QG1470'THE STATION IS LOCATED AT THE MILLNOCKET MUNICIPAL AIRPORT 2400 FT
 QG1470'(731.5 M) EAST OF RUNWAY END 11 ON THE NORTH SIDE OF THE RUNWAY THE
 QG1470'STATION IS LOCTAED 172.8 FT (52.7 M) NORTHEAST OF THE 12TH RUNWAY
 QG1470'LIGHT FROM THE INTERSECTION OF RUNWAYS 11-29 AND 16-34 122.0 FT (37.2
 QG1470'M) NORTH OF THE NORTH EDGE OF THE RUNWAY AND 125.7 FEET (38.3 M)
 QG1470'NORTHWEST OF THE 13TH RUNWAY LIGHT EAST OF THE INTERSECTION OF THE
 QG1470'RUNWAYS THE STATION IS A STANDARD NGS AZIMUTH MARK DISK STAMPED
 QG1470'MILLPORT 1985 AND SET IN A DRILL HOLE IN THE TOP OF A LARGE BOULDER
 QG1470'THAT IS ABOUT 1 FT (0.3 M) ABOVE THE GROUND.
 QG1470
 QG1470                          STATION RECOVERY (1995)
 QG1470
 QG1470'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995
 QG1470'RECOVERED AS DESCRIBED WITH THE FOLLOWING INFORMATION-  THIS STATION
 QG1470'IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION (SACS) - MAINE
 QG1470'ANA SURVEYS 1995
 QG1470
 QG1470                          STATION RECOVERY (1997)
 QG1470
 QG1470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 QG1470'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0785 ***********************************************************************
 QF0785  DESIGNATION -  MILLTOWN BAPT CH SPIRE IBC
 QF0785  PID         -  QF0785
 QF0785  STATE/COUNTY-  ME/WASHINGTON
 QF0785  USGS QUAD   -  CALAIS (1977)
 QF0785
 QF0785                         *CURRENT SURVEY CONTROL
 QF0785  ___________________________________________________________________
 QF0785* NAD 83(1996)-  45 10 16.21794(N)    067 17 22.46342(W)     ADJUSTED  
 QF0785* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 QF0785  ___________________________________________________________________
 QF0785  LAPLACE CORR-           4.51  (seconds)                    DEFLEC99
 QF0785  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 QF0785
 QF0785  HORZ ORDER  -  THIRD
 QF0785
 QF0785.The horizontal coordinates were established by classical geodetic methods
 QF0785.and adjusted by the National Geodetic Survey in March 1998..
 QF0785
 QF0785.The orthometric height was scaled from a topographic map.
 QF0785
 QF0785.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0785
 QF0785.The geoid height was determined by GEOID03.
 QF0785
 QF0785;                    North         East     Units Scale Factor Converg.
 QF0785;SPC ME E     -   167,877.334   395,144.185   MT  1.00001127   +0 51 30.7
 QF0785;UTM  19      - 5,003,388.713   634,405.717   MT  0.99982212   +1 12 47.7
 QF0785
 QF0785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0785!SPC ME E     -   1.00000321  x   1.00001127  =   1.00001448
 QF0785!UTM  19      -   1.00000321  x   0.99982212  =   0.99982533
 QF0785
 QF0785                          SUPERSEDED SURVEY CONTROL
 QF0785
 QF0785  NAD 83(1992)-  45 10 16.21274(N)    067 17 22.46142(W) AD(       ) 4
 QF0785  NAD 83(1986)-  45 10 16.21554(N)    067 17 22.46617(W) AD(       ) 4
 QF0785  NAD 27      -  45 10 15.94400(N)    067 17 24.50400(W) AD(       ) 3
 QF0785
 QF0785.Superseded values are not recommended for survey control.
 QF0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0785.See file dsdata.txt to determine how the superseded data were derived.
 QF0785
 QF0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL3440603389(NAD 83)
 QF0785_MARKER: 82 = FINIAL
 QF0785
 QF0785  HISTORY     - Date     Condition        Report By
 QF0785  HISTORY     - 1909     FIRST OBSERVED   IBC
 QF0785  HISTORY     - 20050714 GOOD             GEOCAC
 QF0785
 QF0785                          STATION DESCRIPTION
 QF0785
 QF0785'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JEM)
 QF0785'ON THE W SIDE OF NORTH STREET IN MILLTOWN, ME, A RECTANGULAR CHURCH
 QF0785'WITH A SQUARE TOWER ON THE E OR STREET END OF THE BUILDING.
 QF0785'
 QF0785'STATION MARK IS THE FINIAL OF THE TOWER.
 QF0785
 QF0785                          STATION RECOVERY (2005)
 QF0785
 QF0785'RECOVERY NOTE BY GEOCACHING 2005 (CEA)
 QF0785'MARK FOUND IN FAIR CONDITION - PAINTING ON EXPOSED SURFACES IS NEEDED.
 QF0785'MILLTOWN, ME IS NOW PART OF CALAIS, ME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0778 ***********************************************************************
 QF0778  DESIGNATION -  MILLTOWN GRAM SCH CUPOLA IBC
 QF0778  PID         -  QF0778
 QF0778  STATE/COUNTY-  ME/WASHINGTON
 QF0778  USGS QUAD   -  CALAIS (1977)
 QF0778
 QF0778                         *CURRENT SURVEY CONTROL
 QF0778  ___________________________________________________________________
 QF0778* NAD 83(1996)-  45 10 09.16931(N)    067 17 11.78307(W)     ADJUSTED  
 QF0778* NAVD 88     -        42.     (meters)     138.     (feet)  SCALED    
 QF0778  ___________________________________________________________________
 QF0778  LAPLACE CORR-           4.61  (seconds)                    DEFLEC99
 QF0778  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 QF0778
 QF0778  HORZ ORDER  -  THIRD
 QF0778
 QF0778.The horizontal coordinates were established by classical geodetic methods
 QF0778.and adjusted by the National Geodetic Survey in March 1998..
 QF0778
 QF0778.The orthometric height was scaled from a topographic map.
 QF0778
 QF0778.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0778
 QF0778.The geoid height was determined by GEOID03.
 QF0778
 QF0778;                    North         East     Units Scale Factor Converg.
 QF0778;SPC ME E     -   167,663.258   395,380.652   MT  1.00001183   +0 51 38.1
 QF0778;UTM  19      - 5,003,176.145   634,643.460   MT  0.99982291   +1 12 55.1
 QF0778
 QF0778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0778!SPC ME E     -   0.99999710  x   1.00001183  =   1.00000893
 QF0778!UTM  19      -   0.99999710  x   0.99982291  =   0.99982001
 QF0778
 QF0778                          SUPERSEDED SURVEY CONTROL
 QF0778
 QF0778  NAD 83(1992)-  45 10 09.16411(N)    067 17 11.78108(W) AD(       ) 4
 QF0778  NAD 83(1986)-  45 10 09.16687(N)    067 17 11.78581(W) AD(       ) 4
 QF0778  NAD 27      -  45 10 08.89400(N)    067 17 13.82500(W) AD(       ) 3
 QF0778
 QF0778.Superseded values are not recommended for survey control.
 QF0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0778.See file dsdata.txt to determine how the superseded data were derived.
 QF0778
 QF0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL3464303176(NAD 83)
 QF0778_MARKER: 86 = CUPOLA
 QF0778
 QF0778  HISTORY     - Date     Condition        Report By
 QF0778  HISTORY     - 1887     FIRST OBSERVED   NGS
 QF0778
 QF0778                          STATION DESCRIPTION
 QF0778
 QF0778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1887 (CHB)
 QF0778'IN MILLTOWN CALAIS, A CUPOLA VERY SIMILAR TO THAT OF
 QF0778'CALAIS CITY.  THE ORNAMENTAL WORK ABOUT THE OPENINGS OF THE
 QF0778'BELL TOWER AND THE WHITE RAILING AROUND THE BELL DECK ARE OMITTED.
 QF0778'THE ROOF IS RED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0965 ***********************************************************************
 QG0965  DESIGNATION -  MILO
 QG0965  PID         -  QG0965
 QG0965  STATE/COUNTY-  ME/PISCATAQUIS
 QG0965  USGS QUAD   -  SOUTH SEBEC (1983)
 QG0965
 QG0965                         *CURRENT SURVEY CONTROL
 QG0965  ___________________________________________________________________
 QG0965* NAD 83(1996)-  45 14 38.27357(N)    069 00 45.71702(W)     ADJUSTED  
 QG0965* NAVD 88     -       159.238  (meters)     522.43   (feet)  ADJUSTED  
 QG0965  ___________________________________________________________________
 QG0965  X           -   1,611,177.699 (meters)                     COMP
 QG0965  Y           -  -4,200,043.607 (meters)                     COMP
 QG0965  Z           -   4,506,574.619 (meters)                     COMP
 QG0965  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 QG0965  ELLIP HEIGHT-         134.37  (meters)          (03/06/98) GPS OBS
 QG0965  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 QG0965  DYNAMIC HT  -         159.235 (meters)     522.42  (feet)  COMP
 QG0965  MODELED GRAV-     980,592.7   (mgal)                       NAVD 88
 QG0965
 QG0965  HORZ ORDER  -  SECOND
 QG0965  VERT ORDER  -  FIRST     CLASS II
 QG0965  ELLP ORDER  -  FOURTH    CLASS I
 QG0965
 QG0965.The horizontal coordinates were established by classical geodetic methods
 QG0965.and adjusted by the National Geodetic Survey in March 1998..
 QG0965
 QG0965.The orthometric height was determined by differential leveling
 QG0965.and adjusted by the National Geodetic Survey in June 1991..
 QG0965
 QG0965.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QG0965
 QG0965.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG0965
 QG0965.The ellipsoidal height was determined by GPS observations
 QG0965.and is referenced to NAD 83.
 QG0965
 QG0965.The geoid height was determined by GEOID03.
 QG0965
 QG0965.The dynamic height is computed by dividing the NAVD 88
 QG0965.geopotential number by the normal gravity value computed on the
 QG0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0965.degrees latitude (g = 980.6199 gals.).
 QG0965
 QG0965.The modeled gravity was interpolated from observed gravity values.
 QG0965
 QG0965;                    North         East     Units Scale Factor Converg.
 QG0965;SPC ME E     -   175,381.521   259,751.240   MT  0.99991991   -0 21 50.7
 QG0965;UTM  19      - 5,010,052.466   499,003.368   MT  0.99960001   -0 00 32.5
 QG0965
 QG0965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG0965!SPC ME E     -   0.99997893  x   0.99991991  =   0.99989885
 QG0965!UTM  19      -   0.99997893  x   0.99960001  =   0.99957895
 QG0965
 QG0965|---------------------------------------------------------------------|
 QG0965| PID    Reference Object                     Distance      Geod. Az  |
 QG0965|                                                           dddmmss.s |
 QG0965| QG1335 MILO A PT 1975                        6.998 METERS 06015     |
 QG0965| QG0964 MILO RM 1                            21.397 METERS 07831     |
 QG0965| QG0963 MILO RM 3                                          0785142.6 |
 QG0965| QG1425 MEDFORD NETT MICROWAVE              APPROX.10.4 KM 0940146.6 |
 QG0965| QG0966 MILO RM 2                            16.587 METERS 25900     |
 QG0965|---------------------------------------------------------------------|
 QG0965
 QG0965                          SUPERSEDED SURVEY CONTROL
 QG0965
 QG0965  NAD 83(1992)-  45 14 38.27031(N)    069 00 45.71386(W) AD(       ) 2
 QG0965  ELLIP H (01/28/95)  134.41   (m)                       GP(       ) 4 2
 QG0965  NAD 83(1986)-  45 14 38.27749(N)    069 00 45.72079(W) AD(       ) 2
 QG0965  NAD 27      -  45 14 38.09032(N)    069 00 47.58209(W) AD(       ) 2
 QG0965  NGVD 29 (11/20/87)  159.42   (m)          523.0    (f) LEVELING    3  
 QG0965
 QG0965.Superseded values are not recommended for survey control.
 QG0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0965.See file dsdata.txt to determine how the superseded data were derived.
 QG0965
 QG0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL9900310052(NAD 83)
 QG0965_MARKER: DS = TRIANGULATION STATION DISK
 QG0965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0965_SP_SET: CONCRETE POST
 QG0965_STAMPING: MILO 1975
 QG0965_MAGNETIC: N = NO MAGNETIC MATERIAL
 QG0965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0965+STABILITY: SURFACE MOTION
 QG0965_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QG0965+SATELLITE: SATELLITE OBSERVATIONS - 1985
 QG0965
 QG0965  HISTORY     - Date     Condition        Report By
 QG0965  HISTORY     - 1975     MONUMENTED       NGS
 QG0965  HISTORY     - 1978     GOOD             NGS
 QG0965  HISTORY     - 1985     GOOD             NGS
 QG0965  HISTORY     - 19950821 POOR             USPSQD
 QG0965
 QG0965                          STATION DESCRIPTION
 QG0965
 QG0965'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 QG0965'THE STATION IS LOCATED ON THE SOUTHEAST SIDE OF STATE ROUTES
 QG0965'6 AND 16, 1-1/2 MILES WEST-SOUTHWEST OF MILO, 1-1/2 MILES NORTH
 QG0965'OF THE PISCATAQUIS RIVER, 4-1/2 MILES SOUTH OF BROWNVILLE,
 QG0965'11 MILES EAST-NORTHEAST OF DOVER-FOXCROFT, AND ON PROPERTY
 QG0965'OWNED BY THE STATE OF MAINE.
 QG0965'
 QG0965'TO REACH THE STATION FROM THE CENTER OF THE WESTERLY BRIDGE
 QG0965'OVER THE SEBEC RIVER IN THE TOWN OF MILO, GO WESTERLY ON
 QG0965'STATE ROUTES 6 AND 16 FOR 0.15 MILE TO THE BANGOR AND
 QG0965'AROOSTOOK RAILROAD CROSSING, CONTINUE WEST ON STATE ROUTES
 QG0965'6 AND 16 FOR 0.95 MILE TO A CROSS ROAD AND THE AZIMUTH MARK
 QG0965'ON THE LEFT JUST BEYOND.  CONTINUE WESTERLY FOR 0.20 MILE ON
 QG0965'STATE ROUTES 6 AND 16 TO THE STATION ON THE LEFT.
 QG0965'
 QG0965'THE STATION MARK IS A STANDARD DISK STAMPED MILO 1975 SET
 QG0965'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 QG0965'PROJECTS MINUS 2 INCHES.  THE UNDERGROUND STATION MARK IS A
 QG0965'STANDARD DISK STAMPED MILO 1975 SET IN AN IRREGULAR MASS OF
 QG0965'CONCRETE ABOUT 3 FEET BELOW THE SURFACE OF THE GROUND.  THE
 QG0965'STATION IS 35.0 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 QG0965'14.6 FEET NORTH OF A WOVEN WIRE FENCE, 57.5 FEET EAST OF A
 QG0965'TELEPHONE POLE NUMBER NET AND T 241/260, AND 15.3 FEET
 QG0965'NORTH-NORTHWEST OF A METAL WITNESS POST AND SIGN.
 QG0965'
 QG0965'REFERENCE MARK 1 IS A STANDARD DISK STAMPED MILO NO 1 1975,
 QG0965'SET IN THE TOP OF A CYLINDRICAL 12-INCH CONCRETE MONUMENT
 QG0965'WHICH PROJECTS MINUS 1 INCH.  IT IS 35 FEET SOUTH OF THE
 QG0965'CENTERLINE OF THE HIGHWAY, 14.2 FEET NORTH OF A WOVEN WIRE
 QG0965'FENCE, AND 22.3 FEET WEST OF POLE NUMBER NET AND T 260 1/2.
 QG0965'
 QG0965'REFERENCE MARK 2 IS A STANDARD DISK STAMPED MILO NO 2 1975,
 QG0965'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 QG0965'AND IT PROJECTS FLUSH.  IT IS 34.6 FEET SOUTH OF THE HIGHWAY,
 QG0965'15.0 FEET NORTH OF A WOVEN WIRE FENCE, AND 3.0 FEET EAST OF
 QG0965'A POLE NUMBER NET AND T 241/260.
 QG0965'
 QG0965'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MILO AZ 1975
 QG0965'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 QG0965'AND PROJECTS 6 INCHES.  IT IS 49.4 FEET SOUTH OF THE CENTERLINE
 QG0965'OF THE HIGHWAY, 1.2 FEET NORTH OF A WOVEN WIRE FENCE, 21.9
 QG0965'FEET SOUTHWEST OF A NET AND T POLE NUMBER 12/627/263 1/2,
 QG0965'AND 1.7 FEET WEST-NORTHWEST OF A METAL WITNESS POST AND SIGN.
 QG0965'
 QG0965'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 QG0965
 QG0965                          STATION RECOVERY (1978)
 QG0965
 QG0965'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0965'1.4 MI WEST FROM MILO.
 QG0965'1.4 MILES WEST ALONG STATE HIGHWAY 6 FROM ITS JUNCTION WITH STATE
 QG0965'HIGHWAY 11, 0.2 MILE WEST OF PAVED ROAD C.D. CENTER, 35.4 FT. SOUTH
 QG0965'OF THE CENTER LINE OF THE HIGHWAY, 15.0 FT. NORTH OF A FENCE, 70.4
 QG0965'FT. WEST OF MILO RM 1, 58.8 FT. EAST OF POWER POLE 241 260 WITH
 QG0965'ONE GUY WIRE AND A POWER LINE CROSSING THE HIGHWAY.
 QG0965
 QG0965                          STATION RECOVERY (1985)
 QG0965
 QG0965'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (MRM)
 QG0965'THE STATION WAS RECOVERED AT THIS DATE.
 QG0965'REFERENCE MARKS AND AZIMUTH MARK WERE NOT SEARCHED FOR AT THIS DATE.
 QG0965'
 QG0965'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI)
 QG0965'WEST-SOUTHWEST OF MILO AND
 QG0965'2.4 KM (1.5 MI) NORTH OF THE PISCATAQUIS RIVER.
 QG0965'OWNERSHIP--DEPARTMENT OF HIGHWAYS.
 QG0965'
 QG0965'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 6, 11 AND
 QG0965'16 IN MILO, GO WESTERLY FOR 0.4 KM (0.25 MI) ON HIGHWAYS 6 AND 16
 QG0965'TO A RAILROAD CROSSING.  CONTINUE AHEAD FOR 1.5 KM (0.95 MI) TO AN
 QG0965'OFFSET CROSSROAD AT THE TOP OF THE HILL.  CONTINUE AHEAD
 QG0965'FOR 0.3 KM (0.2 MI) TO THE STATION ON THE LEFT.
 QG0965'
 QG0965'THE STATION IS A STANDARD NGS DISK
 QG0965'STAMPED---MILO 1975---,
 QG0965'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 QG0965'30 CM IN DIAMETER RECESSED 5 CM BELOW GROUND.  LOCATED
 QG0965'24.5 METERS (80.4 FT) EAST FROM THE EXTENDED CENTER OF A DIRT
 QG0965'DRIVEWAY ACROSS HIGHWAY,
 QG0965'17.6 METERS (57.7 FT) EAST FROM UTILITY POLE NUMBER 241/260,
 QG0965'10.7 METERS (35 FT) SOUTH FROM THE APPROXIMATE CENTER OF THE
 QG0965'HIGHWAY AND
 QG0965'4.8 METERS (15.7 FT) NORTH-NORTHWEST FROM A METAL WITNESS POST.
 QG0965'NOTE, THE 1975 DESCRIPTION INDICATES AN UNDERGROUND MARK.
 QG0965'
 QG0965'FAA AIRPORT SURVEYS, MAINE, OCTOBER-NOVEMBER 1985.
 QG0965'
 QG0965'THIS STATION SUITABLE FOR GPS SURVEYS.
 QG0965'
 QG0965'DESCRIBED BY G.R. HEID.
 QG0965
 QG0965                          STATION RECOVERY (1995)
 QG0965
 QG0965'RECOVERY NOTE BY US POWER SQUADRON 1995
 QG0965'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0964 ***********************************************************************
 QG0964  DESIGNATION -  MILO RM 1
 QG0964  PID         -  QG0964
 QG0964  STATE/COUNTY-  ME/PISCATAQUIS
 QG0964  USGS QUAD   -  SOUTH SEBEC (1983)
 QG0964
 QG0964                         *CURRENT SURVEY CONTROL
 QG0964  ___________________________________________________________________
 QG0964* NAD 83(1986)-  45 14 38.     (N)    069 00 45.     (W)     SCALED    
 QG0964* NAVD 88     -       159.131  (meters)     522.08   (feet)  ADJUSTED  
 QG0964  ___________________________________________________________________
 QG0964  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 QG0964  DYNAMIC HT  -         159.127 (meters)     522.07  (feet)  COMP
 QG0964  MODELED GRAV-     980,592.7   (mgal)                       NAVD 88
 QG0964
 QG0964  VERT ORDER  -  FIRST     CLASS II
 QG0964
 QG0964.The horizontal coordinates were scaled from a topographic map and have
 QG0964.an estimated accuracy of +/- 6 seconds.
 QG0964
 QG0964.The orthometric height was determined by differential leveling
 QG0964.and adjusted by the National Geodetic Survey in June 1991..
 QG0964
 QG0964.The geoid height was determined by GEOID03.
 QG0964
 QG0964.The dynamic height is computed by dividing the NAVD 88
 QG0964.geopotential number by the normal gravity value computed on the
 QG0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0964.degrees latitude (g = 980.6199 gals.).
 QG0964
 QG0964.The modeled gravity was interpolated from observed gravity values.
 QG0964
 QG0964;                    North         East    Units  Estimated Accuracy
 QG0964;SPC ME E     -   175,370.      259,770.      MT  (+/- 180 meters Scaled)
 QG0964
 QG0964                          SUPERSEDED SURVEY CONTROL
 QG0964
 QG0964.No superseded survey control is available for this station.
 QG0964
 QG0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL990100(NAD 83)
 QG0964_MARKER: DR = REFERENCE MARK DISK
 QG0964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0964_SP_SET: CONCRETE POST
 QG0964_STAMPING: MILO NO.1 1975
 QG0964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0964+STABILITY: SURFACE MOTION
 QG0964
 QG0964  HISTORY     - Date     Condition        Report By
 QG0964  HISTORY     - 1975     MONUMENTED       NGS
 QG0964  HISTORY     - 1978     GOOD             NGS
 QG0964
 QG0964                          STATION DESCRIPTION
 QG0964
 QG0964'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG0964'1.4 MI WEST FROM MILO.
 QG0964'1.4 MILES WEST ALONG STATE HIGHWAY 6 FROM ITS JUNCTION WITH STATE
 QG0964'HIGHWAY 11, 0.2 MILE WEST OF PAVED ROAD C.D. CENTER, 35.0 FT. SOUTH
 QG0964'OF THE CENTER LINE OF THE HIGHWAY, 22.6 FT. WEST OF POWER POLE
 QG0964'260 112 WITH A TRANSFORMER, 15.0 FT. NORTH OF A FENCE, 70.4 FT.
 QG0964'EAST OF TRIANGULATION STATION MILO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0966 ***********************************************************************
 QG0966  DESIGNATION -  MILO RM 2
 QG0966  PID         -  QG0966
 QG0966  STATE/COUNTY-  ME/PISCATAQUIS
 QG0966  USGS QUAD   -  SOUTH SEBEC (1983)
 QG0966
 QG0966                         *CURRENT SURVEY CONTROL
 QG0966  ___________________________________________________________________
 QG0966* NAD 83(1986)-  45 14 38.     (N)    069 00 46.     (W)     SCALED    
 QG0966* NAVD 88     -       159.401  (meters)     522.97   (feet)  ADJUSTED  
 QG0966  ___________________________________________________________________
 QG0966  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 QG0966  DYNAMIC HT  -         159.398 (meters)     522.96  (feet)  COMP
 QG0966  MODELED GRAV-     980,592.8   (mgal)                       NAVD 88
 QG0966
 QG0966  VERT ORDER  -  FIRST     CLASS II
 QG0966
 QG0966.The horizontal coordinates were scaled from a topographic map and have
 QG0966.an estimated accuracy of +/- 6 seconds.
 QG0966
 QG0966.The orthometric height was determined by differential leveling
 QG0966.and adjusted by the National Geodetic Survey in June 1991..
 QG0966
 QG0966.The geoid height was determined by GEOID03.
 QG0966
 QG0966.The dynamic height is computed by dividing the NAVD 88
 QG0966.geopotential number by the normal gravity value computed on the
 QG0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0966.degrees latitude (g = 980.6199 gals.).
 QG0966
 QG0966.The modeled gravity was interpolated from observed gravity values.
 QG0966
 QG0966;                    North         East    Units  Estimated Accuracy
 QG0966;SPC ME E     -   175,370.      259,750.      MT  (+/- 180 meters Scaled)
 QG0966
 QG0966                          SUPERSEDED SURVEY CONTROL
 QG0966
 QG0966.No superseded survey control is available for this station.
 QG0966
 QG0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL989100(NAD 83)
 QG0966_MARKER: DR = REFERENCE MARK DISK
 QG0966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0966_SP_SET: CONCRETE POST
 QG0966_STAMPING: MILO NO.2 1975
 QG0966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0966+STABILITY: SURFACE MOTION
 QG0966
 QG0966  HISTORY     - Date     Condition        Report By
 QG0966  HISTORY     - 1975     MONUMENTED       NGS
 QG0966  HISTORY     - 1978     GOOD             NGS
 QG0966
 QG0966                          STATION DESCRIPTION
 QG0966
 QG0966'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG0966'1.4 MI WEST FROM MILO.
 QG0966'1.4 MILES WEST ALONG STATE HIGHWAY 6 FROM ITS JUNCTION WITH STATE
 QG0966'HIGHWAY 11, 34.5 FT. SOUTH OF THE CENTER LINE OF THE HIGHWAY, 15.5
 QG0966'FT. NORTH OF A FENCE, 4.0 FT. EAST OF POWER POLE 241 260 WITH ONE
 QG0966'GUY WIRE AND A POWER LINE CROSSING THE HIGHWAY, 54.8 FT. WEST OF
 QG0966'TRIANGULATION STATION MILO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0963 ***********************************************************************
 QG0963  DESIGNATION -  MILO RM 3
 QG0963  PID         -  QG0963
 QG0963  STATE/COUNTY-  ME/PISCATAQUIS
 QG0963  USGS QUAD   -  SOUTH SEBEC (1983)
 QG0963
 QG0963                         *CURRENT SURVEY CONTROL
 QG0963  ___________________________________________________________________
 QG0963* NAD 83(1986)-  45 14 39.     (N)    069 00 30.     (W)     SCALED    
 QG0963* NAVD 88     -       153.416  (meters)     503.33   (feet)  ADJUSTED  
 QG0963  ___________________________________________________________________
 QG0963  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 QG0963  DYNAMIC HT  -         153.413 (meters)     503.32  (feet)  COMP
 QG0963  MODELED GRAV-     980,592.3   (mgal)                       NAVD 88
 QG0963
 QG0963  VERT ORDER  -  FIRST     CLASS II
 QG0963
 QG0963.The horizontal coordinates were scaled from a topographic map and have
 QG0963.an estimated accuracy of +/- 6 seconds.
 QG0963
 QG0963.The orthometric height was determined by differential leveling
 QG0963.and adjusted by the National Geodetic Survey in June 1991..
 QG0963
 QG0963.The geoid height was determined by GEOID03.
 QG0963
 QG0963.The dynamic height is computed by dividing the NAVD 88
 QG0963.geopotential number by the normal gravity value computed on the
 QG0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0963.degrees latitude (g = 980.6199 gals.).
 QG0963
 QG0963.The modeled gravity was interpolated from observed gravity values.
 QG0963
 QG0963;                    North         East    Units  Estimated Accuracy
 QG0963;SPC ME E     -   175,400.      260,090.      MT  (+/- 180 meters Scaled)
 QG0963
 QG0963                          SUPERSEDED SURVEY CONTROL
 QG0963
 QG0963.No superseded survey control is available for this station.
 QG0963
 QG0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL993100(NAD 83)
 QG0963_MARKER: DR = REFERENCE MARK DISK
 QG0963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0963_SP_SET: CONCRETE POST
 QG0963_STAMPING: MILO NO.3 1975
 QG0963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0963+STABILITY: SURFACE MOTION
 QG0963
 QG0963  HISTORY     - Date     Condition        Report By
 QG0963  HISTORY     - 1975     MONUMENTED       NGS
 QG0963  HISTORY     - 1978     GOOD             NGS
 QG0963
 QG0963                          STATION DESCRIPTION
 QG0963
 QG0963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG0963'1.2 MI WEST FROM MILO.
 QG0963'1.2 MILES WEST ALONG STATE HIGHWAY 6 FROM ITS JUNCTION WITH STATE
 QG0963'HIGHWAY 11 TO THE CROSSING OF PAVED ROAD C.D. CENTER, 49.4 FT. SOUTH
 QG0963'OF THE CENTER LINE OF THE HIGHWAY, 48.0 FT. WEST OF THE CENTER LINE
 QG0963'OF THE ROAD LEADING SOUTH, 18.0 FT. WEST OF THE EXTENDED CENTER LINE
 QG0963'OF THE ROAD LEADING NORTH, 22.0 FT. SOUTHWEST OF POWER POLE 263 112
 QG0963'WITH 2 GUY WIRED AND POWER  LINES LEADING NORTH, SOUTH, EAST, AND
 QG0963'WEST, 1.0 FT. NORTH OF AN EAST-WEST FENCE,NOTE-MARK IS A REFERENCE
 QG0963'DISC STAMPED MILO NO. 3 1975, BUT WAS USED AS AN AZIMUTH AND STAMPING
 QG0963'WAS DESCRIBED AS MILO AZ 1975 ACCORDING TO HORIZONTAL CONTROL DATA
 QG0963'DESCRIPTION OF STATION MILO DATED 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2729 ***********************************************************************
 OC2729  DESIGNATION -  MILTON MILLS PWM RAD E MAST
 OC2729  PID         -  OC2729
 OC2729  STATE/COUNTY-  ME/YORK
 OC2729  USGS QUAD   -  GREAT EAST LAKE (1995)
 OC2729
 OC2729                         *CURRENT SURVEY CONTROL
 OC2729  ___________________________________________________________________
 OC2729* NAD 83(1996)-  43 30 08.64515(N)    070 55 45.60361(W)     ADJUSTED  
 OC2729* NAVD 88     -                                                        
 OC2729  ___________________________________________________________________
 OC2729  LAPLACE CORR-           2.18  (seconds)                    DEFLEC99
 OC2729  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 OC2729
 OC2729  HORZ ORDER  -  THIRD
 OC2729
 OC2729.The horizontal coordinates were established by classical geodetic methods
 OC2729.and adjusted by the National Geodetic Survey in March 1998..
 OC2729
 OC2729
 OC2729.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2729
 OC2729.The geoid height was determined by GEOID03.
 OC2729
 OC2729;                    North         East     Units Scale Factor Converg.
 OC2729;SPC ME W     -    74,610.906   838,322.374   MT  1.00001344   -0 31 30.1
 OC2729;UTM  19      - 4,818,416.149   344,028.854   MT  0.99989924   -1 19 42.2
 OC2729
 OC2729                          SUPERSEDED SURVEY CONTROL
 OC2729
 OC2729  NAD 83(1992)-  43 30 08.64314(N)    070 55 45.60545(W) AD(       ) 4
 OC2729  NAD 83(1986)-  43 30 08.65042(N)    070 55 45.61233(W) AD(       ) 4
 OC2729  NAD 27      -  43 30 08.36007(N)    070 55 47.38479(W) AD(       ) 3
 OC2729
 OC2729.Superseded values are not recommended for survey control.
 OC2729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2729.See file dsdata.txt to determine how the superseded data were derived.
 OC2729
 OC2729_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ4402918416(NAD 83)
 OC2729
 OC2729  HISTORY     - Date     Condition        Report By
 OC2729  HISTORY     - 1976     MONUMENTED       NGS
 OC2729
 OC2729                          STATION DESCRIPTION
 OC2729
 OC2729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2729'THE OBJECT INTERSECTED WAS THE RED LIGHT ON TOP OF THE
 OC2729'INTERSTATE AIRWAY COMMUNICATIONS PWM RADIO MAST, EAST ONE
 OC2729'OF TWO MASTS, LOCATED 1-3/4 MILES EAST OF MILTON MILLS AND
 OC2729'1-1/4 MILES WEST OF SOUTH ACTON. THE MAST IS TRIANGULAR SHAPED
 OC2729'IN CONSTRUCTION, UNPAINTED, AND 80 FEET IN HEIGHT.
 OC2729'
 OC2729'DESCRIBED BY ROBERT W. SAFFORD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0887 ***********************************************************************
 PD0887  DESIGNATION -  MINE HILL 1886
 PD0887  PID         -  PD0887
 PD0887  STATE/COUNTY-  ME/WASHINGTON
 PD0887  USGS QUAD   -  WEST LUBEC (1975)
 PD0887
 PD0887                         *CURRENT SURVEY CONTROL
 PD0887  ___________________________________________________________________
 PD0887* NAD 83(1996)-  44 50 19.26100(N)    067 03 56.62888(W)     ADJUSTED  
 PD0887* NAVD 88     -        64.     (meters)     210.     (feet)  SCALED    
 PD0887  ___________________________________________________________________
 PD0887  LAPLACE CORR-           3.83  (seconds)                    DEFLEC99
 PD0887  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 PD0887
 PD0887  HORZ ORDER  -  THIRD
 PD0887
 PD0887.The horizontal coordinates were established by classical geodetic methods
 PD0887.and adjusted by the National Geodetic Survey in March 1998..
 PD0887
 PD0887.The orthometric height was scaled from a topographic map.
 PD0887
 PD0887.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0887
 PD0887.The geoid height was determined by GEOID03.
 PD0887
 PD0887;                    North         East     Units Scale Factor Converg.
 PD0887;SPC ME E     -   131,219.044   413,393.254   MT  1.00005806   +1 00 41.1
 PD0887;UTM  19      - 4,966,850.358   652,877.425   MT  0.99988740   +1 21 50.9
 PD0887
 PD0887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0887!SPC ME E     -   0.99999351  x   1.00005806  =   1.00005157
 PD0887!UTM  19      -   0.99999351  x   0.99988740  =   0.99988091
 PD0887
 PD0887:                Primary Azimuth Mark                     Grid Az
 PD0887:SPC ME E     -  PLEASANT POINT CHURCH                    007 53 39.2
 PD0887:UTM  19      -  PLEASANT POINT CHURCH                    007 32 29.4
 PD0887
 PD0887|---------------------------------------------------------------------|
 PD0887| PID    Reference Object                     Distance      Geod. Az  |
 PD0887|                                                           dddmmss.s |
 PD0887| PD0822 PLEASANT POINT CHURCH               APPROX.13.2 KM 0085420.3 |
 PD0887| PD0908 HAY ISLAND FLAG                     APPROX. 3.2 KM 0102443.8 |
 PD0887| PD0909 BLACK FLAG                          APPROX. 2.4 KM 0142504.3 |
 PD0887| PD0851 CLARK 2 FLAG                        APPROX. 4.8 KM 0255739.0 |
 PD0887| PD0899 MORTONS LOOKOUT                     APPROX. 4.2 KM 0661338.6 |
 PD0887| PD0700 LUBEC CHURCH SPIRE                  APPROX. 6.6 KM 0683005.7 |
 PD0887| PD0711 LUBEC NARROWS BEACON                APPROX. 7.2 KM 0892825.7 |
 PD0887| PD0905 RAMSDELLS HOUSE CHIM                APPROX. 2.1 KM 1154429.4 |
 PD0887| PD0893 MC CURDY 1886                       APPROX. 3.7 KM 2500606.9 |
 PD0887| PD0917 BELLS MOUNTAIN                      APPROX. 8.0 KM 2575952.8 |
 PD0887| PD0913 MAHAIS SPRUCE FLAG                  APPROX. 6.6 KM 2982432.0 |
 PD0887| PD0860 FALL ISLAND FLAG                    APPROX. 6.6 KM 3163716.4 |
 PD0887| PD0870 RED ISLAND FLAG                     APPROX. 8.3 KM 3510422.7 |
 PD0887|---------------------------------------------------------------------|
 PD0887
 PD0887                          SUPERSEDED SURVEY CONTROL
 PD0887
 PD0887  NAD 83(1992)-  44 50 19.25166(N)    067 03 56.63075(W) AD(       ) 3
 PD0887  NAD 83(1986)-  44 50 19.24901(N)    067 03 56.63222(W) AD(       ) 3
 PD0887  NAD 27      -  44 50 18.96500(N)    067 03 58.70900(W) AD(       ) 3
 PD0887
 PD0887.Superseded values are not recommended for survey control.
 PD0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0887.See file dsdata.txt to determine how the superseded data were derived.
 PD0887
 PD0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5287766850(NAD 83)
 PD0887
 PD0887  HISTORY     - Date     Condition        Report By
 PD0887  HISTORY     - 1886     MONUMENTED       CGS
 PD0887  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0887
 PD0887                          STATION DESCRIPTION
 PD0887
 PD0887'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0887'STATION IS ON THE SUMMIT OF A PROMINENT HILL ABOUT 1.7 MILES N OF
 PD0887'WEST LUBEC, 0.4 MILE SSW OF THE HEAD OF BASSETT CREEK COVE, 0.6 MILE
 PD0887'NNW OF RED POINT, A POINT NEAR THE HEAD OF SOUTH BAY.  THE SUMMIT
 PD0887'IS FORMED BY ROCK LEDGE IN THE SHAPE OF A SHALLOW, N-S CRESCENT,
 PD0887'WITH ANOTHER SUMMIT NEARLY AS HIGH ABOUT 15 FEET S OF THE
 PD0887'STATION, AND IS SURROUNDED BY DENSE BRUSH, EXCEPT ON S SIDE.  THE
 PD0887'STATION IS 0.4 METER E OF THE HIGHEST POINT, WHICH IS NEAR THE
 PD0887'N END OF THE SUMMIT LEDGE.
 PD0887'
 PD0887'STATION MARK IS A COPPER BOLT SET IN A DRILL HOLE IN THE ROCK
 PD0887'COVERED BY A CAIRN.
 PD0887'
 PD0887'TO REACH THE STATION FROM WEST LUBEC, DRIVE NNW ABOUT 0.4 MILE,
 PD0887'TURN NE ABOUT 1.4 MILES TO A POINT AT WHICH THE ROAD TURNS SHARPLY
 PD0887'E, WITH AN OLD ROAD TRACK CONTINUING STRAIGHT AHEAD.  FROM HERE,
 PD0887'WALK ABOUT 450 METERS W TO SUMMIT OF HILL AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0598 ***********************************************************************
 QG0598  DESIGNATION -  MINER
 QG0598  PID         -  QG0598
 QG0598  STATE/COUNTY-  ME/PENOBSCOT
 QG0598  USGS QUAD   -  EAST MILLINOCKET (1988)
 QG0598
 QG0598                         *CURRENT SURVEY CONTROL
 QG0598  ___________________________________________________________________
 QG0598* NAD 83(1996)-  45 43 44.30889(N)    068 30 28.62869(W)     ADJUSTED  
 QG0598* NAVD 88     -       146.812  (meters)     481.67   (feet)  ADJUSTED  
 QG0598  ___________________________________________________________________
 QG0598  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 QG0598  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 QG0598  DYNAMIC HT  -         146.816 (meters)     481.68  (feet)  COMP
 QG0598  MODELED GRAV-     980,639.0   (mgal)                       NAVD 88
 QG0598
 QG0598  HORZ ORDER  -  THIRD
 QG0598  VERT ORDER  -  SECOND    CLASS 0
 QG0598
 QG0598.The horizontal coordinates were established by classical geodetic methods
 QG0598.and adjusted by the National Geodetic Survey in March 1998..
 QG0598
 QG0598.The orthometric height was determined by differential leveling
 QG0598.and adjusted by the National Geodetic Survey in June 1991..
 QG0598
 QG0598.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG0598
 QG0598.The geoid height was determined by GEOID03.
 QG0598
 QG0598.The dynamic height is computed by dividing the NAVD 88
 QG0598.geopotential number by the normal gravity value computed on the
 QG0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0598.degrees latitude (g = 980.6199 gals.).
 QG0598
 QG0598.The modeled gravity was interpolated from observed gravity values.
 QG0598
 QG0598;                    North         East     Units Scale Factor Converg.
 QG0598;SPC ME E     -   229,152.897   299,381.041   MT  0.99990000   -0 00 20.5
 QG0598;UTM  19      - 5,064,053.156   538,285.966   MT  0.99961802   +0 21 08.4
 QG0598
 QG0598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG0598!SPC ME E     -   0.99998078  x   0.99990000  =   0.99988079
 QG0598!UTM  19      -   0.99998078  x   0.99961802  =   0.99959881
 QG0598
 QG0598|---------------------------------------------------------------------|
 QG0598| PID    Reference Object                     Distance      Geod. Az  |
 QG0598|                                                           dddmmss.s |
 QG0598| QG0599 MINER RM 1                           13.000 METERS 02540     |
 QG0598| QG0127 LAWLER                              APPROX. 7.5 KM 0523055.7 |
 QG0598| CE8961 MINER RM 2                           19.138 METERS 21045     |
 QG0598| QG0597 MINER AZ MK                                        2113907.1 |
 QG0598|---------------------------------------------------------------------|
 QG0598
 QG0598                          SUPERSEDED SURVEY CONTROL
 QG0598
 QG0598  NAD 83(1992)-  45 43 44.30814(N)    068 30 28.62502(W) AD(       ) 3
 QG0598  NAD 83(1986)-  45 43 44.31367(N)    068 30 28.63404(W) AD(       ) 3
 QG0598  NAD 27      -  45 43 44.12960(N)    068 30 30.52980(W) AD(       ) 3
 QG0598  NGVD 29 (??/??/92)  147.002  (m)          482.29   (f) ADJ UNCH    2 0
 QG0598
 QG0598.Superseded values are not recommended for survey control.
 QG0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0598.See file dsdata.txt to determine how the superseded data were derived.
 QG0598
 QG0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL3828664053(NAD 83)
 QG0598_MARKER: DS = TRIANGULATION STATION DISK
 QG0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0598_STAMPING: MINER 1958
 QG0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0598+STABILITY: SURFACE MOTION
 QG0598
 QG0598  HISTORY     - Date     Condition        Report By
 QG0598  HISTORY     - 1958     MONUMENTED       CGS
 QG0598  HISTORY     - 1959     GOOD             NGS
 QG0598  HISTORY     - 1981     GOOD             MEDT
 QG0598
 QG0598                          STATION DESCRIPTION
 QG0598
 QG0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 QG0598'THE STATION IS LOCATED ABOUT 9 MILES NORTH OF MEDWAY, 1 MILE
 QG0598'NORTHEAST OF MINER BROOK, 0.5 MILE WEST OF SALMON STREAM LAKE AND
 QG0598'ON PROPERTY OWNED BY THE INTERNATIONAL PAPER CO.
 QG0598'
 QG0598'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 157 AND
 QG0598'11, IN MEDWAY.  GO NORTHWEST ON STATE HIGHWAY 11 FOR 4.6 MILES TO
 QG0598'THE EAST MILLINOCKET - I R 7 TOWN LINE, CONTINUE STRAIGHT AHEAD ON
 QG0598'HIGHWAY 11 FOR 1.0 MILE TO A SIDE ROAD RIGHT, TURN RIGHT ON GRAVEL
 QG0598'ROAD AND GO NORTHEAST FOR 0.85 MILE TO A FORK, TAKE RIGHT FORK
 QG0598'FOR 1.7 MILES TO A FORK JUST AFTER CROSSING A WOODEN BRIDGE, TAKE
 QG0598'LEFT FORK FOR 3.15 MILES TO A LOGGING CAMP, CONTINUE THROUGH CAMP
 QG0598'AND FOLLOW THE GRAVEL ROAD FOR 0.9 MILE TO THE STATION ON THE
 QG0598'RIGHT.
 QG0598'
 QG0598'STATION MARK, A STANDARD DISK STAMPED MINER 1958, IS SET IN A 12
 QG0598'INCH SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  THE MARK IS 25
 QG0598'FEET SOUTHEAST OF THE CENTER OF THE GRAVEL ROAD AND 2 FEET
 QG0598'SOUTHWEST OF A WITNESS POST.
 QG0598'
 QG0598'REFERENCE MARK NUMBER 1, A STANDARD DISK STAMPED MINER NO. 1 1958,
 QG0598'IS SET IN A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS 4
 QG0598'INCHES.  THE MARK IS 26 FEET SOUTHEAST OF THE CENTER OF THE
 QG0598'GRAVEL ROAD.
 QG0598'
 QG0598'REFERENCE MARK NUMBER 2, A STANDARD DISK STAMPED MINER NO. 2 1958,
 QG0598'IS SET IN A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS 4
 QG0598'INCHES.  THE MARK IS 22 FEET SOUTHEAST OF THE CENTER OF THE
 QG0598'GRAVEL ROAD.
 QG0598'
 QG0598'AZIMUTH MARK, A STANDARD DISK STAMPED MINER 1958, IS SET IN A 12
 QG0598'INCH SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  THE MARK IS 55
 QG0598'FEET NORTHWEST OF THE CENTER OF THE GRAVEL ROAD AND 2 FEET
 QG0598'NORTHEAST OF A WITNESS POST.
 QG0598'
 QG0598'TO REACH THE AZIMUTH MARK FROM THE STATION.  GO SOUTHERLY ON THE
 QG0598'GRAVEL ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 QG0598'
 QG0598'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 QG0598
 QG0598                          STATION RECOVERY (1959)
 QG0598
 QG0598'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 QG0598'11.4 MI NE FROM MEDWAY.
 QG0598'5.3 MILES NORTH-NORTHWEST ALONG STATE HIGHWAY 11 FROM ITS
 QG0598'JUNCTION WITH STATE HIGHWAY 157 AT MEDWAY, THENCE 2.4 MILES EAST
 QG0598'ALONG A GRAVEL ROAD, THENCE 3.7 MILES NORTHEAST ALONG A GRAVEL
 QG0598'ROAD, 0.8 MILE NORTH OF A LARGE LOGGING CAMP, 25 FEET SOUTHEAST
 QG0598'OF THE CENTER LINE OF THE ROAD, 2 FEET SOUTHWEST OF A METAL
 QG0598'WITNESS POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 QG0598'INCHES ABOVE THE GROUND AND ABOUT LEVEL WITH THE ROAD.
 QG0598
 QG0598                          STATION RECOVERY (1981)
 QG0598
 QG0598'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1981 (BJR)
 QG0598'MINER - 1958 RECOVERED GOOD.
 QG0598'
 QG0598'MINER NO. 1 - 1958 RECOVERED GOOD.
 QG0598'
 QG0598'MINER NO. 2 - 1958 RECOVERED GOOD.
 QG0598'
 QG0598'AZ - MINER - 1958 RECOVERED GOOD.
 QG0598'
 QG0598'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 9 MI. NORTH OF
 QG0598'MEDWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0597 ***********************************************************************
 QG0597  DESIGNATION -  MINER AZ MK
 QG0597  PID         -  QG0597
 QG0597  STATE/COUNTY-  ME/PENOBSCOT
 QG0597  USGS QUAD   -  EAST MILLINOCKET (1988)
 QG0597
 QG0597                         *CURRENT SURVEY CONTROL
 QG0597  ___________________________________________________________________
 QG0597* NAD 83(1986)-  45 43 43.     (N)    068 30 37.     (W)     SCALED    
 QG0597* NAVD 88     -       146.736  (meters)     481.42   (feet)  ADJUSTED  
 QG0597  ___________________________________________________________________
 QG0597  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 QG0597  DYNAMIC HT  -         146.740 (meters)     481.43  (feet)  COMP
 QG0597  MODELED GRAV-     980,639.1   (mgal)                       NAVD 88
 QG0597
 QG0597  VERT ORDER  -  SECOND    CLASS 0
 QG0597
 QG0597.The horizontal coordinates were scaled from a topographic map and have
 QG0597.an estimated accuracy of +/- 6 seconds.
 QG0597
 QG0597.The orthometric height was determined by differential leveling
 QG0597.and adjusted by the National Geodetic Survey in June 1991..
 QG0597
 QG0597.The geoid height was determined by GEOID03.
 QG0597
 QG0597.The dynamic height is computed by dividing the NAVD 88
 QG0597.geopotential number by the normal gravity value computed on the
 QG0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0597.degrees latitude (g = 980.6199 gals.).
 QG0597
 QG0597.The modeled gravity was interpolated from observed gravity values.
 QG0597
 QG0597;                    North         East    Units  Estimated Accuracy
 QG0597;SPC ME E     -   229,110.      299,200.      MT  (+/- 180 meters Scaled)
 QG0597
 QG0597                          SUPERSEDED SURVEY CONTROL
 QG0597
 QG0597  NGVD 29 (??/??/92)  146.93   (m)          482.1    (f) COMPUTED    2 0
 QG0597
 QG0597.Superseded values are not recommended for survey control.
 QG0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0597.See file dsdata.txt to determine how the superseded data were derived.
 QG0597
 QG0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL381640(NAD 83)
 QG0597_MARKER: DZ = AZIMUTH MARK DISK
 QG0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0597_STAMPING: MINER 1958
 QG0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0597+STABILITY: SURFACE MOTION
 QG0597
 QG0597  HISTORY     - Date     Condition        Report By
 QG0597  HISTORY     - 1958     MONUMENTED       CGS
 QG0597  HISTORY     - 1959     GOOD             NGS
 QG0597
 QG0597                          STATION DESCRIPTION
 QG0597
 QG0597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QG0597'11.2 MI NE FROM MEDWAY.
 QG0597'5.3 MILES NORTH-NORTHWEST ALONG STATE HIGHWAY 11 FROM ITS
 QG0597'JUNCTION WITH STATE HIGHWAY 157 AT MEDWAY, THENCE 2.4 MILES EAST
 QG0597'ALONG THE MAIN TRAVELED GRAVEL ROAD, THENCE 3.5 MILES
 QG0597'NORTHEAST ALONG A GRAVEL ROAD, ABOUT 0.65 MILE NORTH OF A
 QG0597'LARGE LOGGING CAMP, 55 FEET NORTHWEST OF THE CENTER LINE OF THE
 QG0597'ROAD, 2 FEET NORTHEAST OF A METAL WITNESS POST, SET IN THE TOP OF
 QG0597'A CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND AND ABOUT
 QG0597'5 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0599 ***********************************************************************
 QG0599  DESIGNATION -  MINER RM 1
 QG0599  PID         -  QG0599
 QG0599  STATE/COUNTY-  ME/PENOBSCOT
 QG0599  USGS QUAD   -  EAST MILLINOCKET (1988)
 QG0599
 QG0599                         *CURRENT SURVEY CONTROL
 QG0599  ___________________________________________________________________
 QG0599* NAD 83(1986)-  45 43 44.     (N)    068 30 28.     (W)     SCALED    
 QG0599* NAVD 88     -       147.121  (meters)     482.68   (feet)  ADJUSTED  
 QG0599  ___________________________________________________________________
 QG0599  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 QG0599  DYNAMIC HT  -         147.125 (meters)     482.69  (feet)  COMP
 QG0599  MODELED GRAV-     980,639.0   (mgal)                       NAVD 88
 QG0599
 QG0599  VERT ORDER  -  SECOND    CLASS 0
 QG0599
 QG0599.The horizontal coordinates were scaled from a topographic map and have
 QG0599.an estimated accuracy of +/- 6 seconds.
 QG0599
 QG0599.The orthometric height was determined by differential leveling
 QG0599.and adjusted by the National Geodetic Survey in June 1991..
 QG0599
 QG0599.The geoid height was determined by GEOID03.
 QG0599
 QG0599.The dynamic height is computed by dividing the NAVD 88
 QG0599.geopotential number by the normal gravity value computed on the
 QG0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0599.degrees latitude (g = 980.6199 gals.).
 QG0599
 QG0599.The modeled gravity was interpolated from observed gravity values.
 QG0599
 QG0599;                    North         East    Units  Estimated Accuracy
 QG0599;SPC ME E     -   229,140.      299,400.      MT  (+/- 180 meters Scaled)
 QG0599
 QG0599                          SUPERSEDED SURVEY CONTROL
 QG0599
 QG0599  NGVD 29 (??/??/92)  147.31   (m)          483.3    (f) COMPUTED    2 0
 QG0599
 QG0599.Superseded values are not recommended for survey control.
 QG0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0599.See file dsdata.txt to determine how the superseded data were derived.
 QG0599
 QG0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL383640(NAD 83)
 QG0599_MARKER: DR = REFERENCE MARK DISK
 QG0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0599_STAMPING: MINER NO 1 1958
 QG0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0599+STABILITY: SURFACE MOTION
 QG0599
 QG0599  HISTORY     - Date     Condition        Report By
 QG0599  HISTORY     - 1958     MONUMENTED       CGS
 QG0599  HISTORY     - 1959     GOOD             NGS
 QG0599
 QG0599                          STATION DESCRIPTION
 QG0599
 QG0599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QG0599'11.4 MI NE FROM MEDWAY.
 QG0599'5.3 MILES NORTH-NORTHWEST ALONG STATE HIGHWAY 11 FROM ITS
 QG0599'JUNCTION WITH STATE HIGHWAY 157 AT MEDWAY, THENCE 2.4 MILES
 QG0599'EAST ALONG THE MAIN TRAVELED GRAVEL ROAD, THENCE 3.7 MILES
 QG0599'NORTHEAST ALONG A GRAVEL ROAD, 0.8 MILE NORTH OF A LARGE LOGGING
 QG0599'CAMP, 42.6 FEET NORTHEAST OF THE STATION, 26 FEET SOUTHEAST OF
 QG0599'THE CENTER LINE OF THE ROAD, SET IN THE TOP OF A CONCRETE POST
 QG0599'PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND AND ABOUT
 QG0599'LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2161 ***********************************************************************
 OC2161  DESIGNATION -  MINGO ROCK
 OC2161  PID         -  OC2161
 OC2161  STATE/COUNTY-  ME/YORK
 OC2161  USGS QUAD   -  ISLES OF SHOALS (1973)
 OC2161
 OC2161                         *CURRENT SURVEY CONTROL
 OC2161  ___________________________________________________________________
 OC2161* NAD 83(1996)-  43 00 05.32970(N)    070 36 01.29166(W)     ADJUSTED  
 OC2161* NAVD 88     -                                                        
 OC2161  ___________________________________________________________________
 OC2161  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 OC2161  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 OC2161
 OC2161  HORZ ORDER  -  THIRD
 OC2161
 OC2161.The horizontal coordinates were established by classical geodetic methods
 OC2161.and adjusted by the National Geodetic Survey in March 1998..
 OC2161
 OC2161
 OC2161.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2161
 OC2161.The geoid height was determined by GEOID03.
 OC2161
 OC2161;                    North         East     Units Scale Factor Converg.
 OC2161;SPC ME W     -    18,770.310   864,638.328   MT  0.99998204   -0 17 44.8
 OC2161;SPC NH       -    56,258.353   386,943.149   MT  1.00005962   +0 43 38.2
 OC2161;SPC NH       -   184,574.28  1,269,495.98   sFT  1.00005962   +0 43 38.2
 OC2161;UTM  19      - 4,762,221.802   369,559.312   MT  0.99980932   -1 05 29.9
 OC2161
 OC2161                          SUPERSEDED SURVEY CONTROL
 OC2161
 OC2161  NAD 83(1992)-  43 00 05.32918(N)    070 36 01.29249(W) AD(       ) 4
 OC2161  NAD 83(1986)-  43 00 05.33193(N)    070 36 01.29633(W) AD(       ) 4
 OC2161  NAD 27      -  43 00 04.99000(N)    070 36 03.12000(W) AD(       ) 3
 OC2161
 OC2161.Superseded values are not recommended for survey control.
 OC2161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2161.See file dsdata.txt to determine how the superseded data were derived.
 OC2161
 OC2161_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH6955962222(NAD 83)
 OC2161_MARKER: 02 = CONSPICUOUS ROCK
 OC2161
 OC2161  HISTORY     - Date     Condition        Report By
 OC2161  HISTORY     - 1928     FIRST OBSERVED   CGS
 OC2161  HISTORY     - 1943     GOOD             CGS
 OC2161
 OC2161                          STATION DESCRIPTION
 OC2161
 OC2161'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (CKG)
 OC2161'THIS INTERSECTION STATION IS THE MOST PROMINENT AND HIGHEST
 OC2161'ROCK TO THE SE OF DUCK ISLAND.  THIS ROCK LIES ABOUT 480
 OC2161'METERS TO THE SE OF DUCK ISLAND.  THE SLOPE OF THE ROCK IS
 OC2161'MORE PRONOUNCED ON THE NORTHEASTERLY SIDE AND IT IS FROM
 OC2161'THIS DIRECTION THAT IT IS MOST CONSPICUOUS.  IT IS THE OUTLYING
 OC2161'ROCK TO THE SE OF DUCK ISLAND.  THE STATION IS THE HIGHEST
 OC2161'PART OF THE ROCK, WHICH IS ABOUT 18 FEET HIGH.
 OC2161
 OC2161                          STATION RECOVERY (1943)
 OC2161
 OC2161'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 OC2161'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1537 ***********************************************************************
 OC1537  DESIGNATION -  MINISTERIAL IS HOUSE CHIMNEY
 OC1537  PID         -  OC1537
 OC1537  STATE/COUNTY-  ME/CUMBERLAND
 OC1537  USGS QUAD   -  SOUTH HARPSWELL (1975)
 OC1537
 OC1537                         *CURRENT SURVEY CONTROL
 OC1537  ___________________________________________________________________
 OC1537* NAD 83(1996)-  43 42 52.79958(N)    070 04 36.13621(W)     ADJUSTED  
 OC1537* NAVD 88     -                                                        
 OC1537  ___________________________________________________________________
 OC1537  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 OC1537  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 OC1537
 OC1537  HORZ ORDER  -  THIRD
 OC1537
 OC1537.The horizontal coordinates were established by classical geodetic methods
 OC1537.and adjusted by the National Geodetic Survey in March 1998..
 OC1537
 OC1537
 OC1537.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1537
 OC1537.The geoid height was determined by GEOID03.
 OC1537
 OC1537;                    North         East     Units Scale Factor Converg.
 OC1537;SPC ME W     -    97,915.096   907,249.771   MT  0.99996731   +0 03 43.8
 OC1537;UTM  19      - 4,840,745.517   413,263.314   MT  0.99969253   -0 44 38.8
 OC1537
 OC1537                          SUPERSEDED SURVEY CONTROL
 OC1537
 OC1537  NAD 83(1992)-  43 42 52.79762(N)    070 04 36.13653(W) AD(       ) 4
 OC1537  NAD 83(1986)-  43 42 52.80354(N)    070 04 36.14177(W) AD(       ) 4
 OC1537  NAD 27      -  43 42 52.50100(N)    070 04 37.96100(W) AD(       ) 3
 OC1537
 OC1537.Superseded values are not recommended for survey control.
 OC1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1537.See file dsdata.txt to determine how the superseded data were derived.
 OC1537
 OC1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ1326340746(NAD 83)
 OC1537
 OC1537  HISTORY     - Date     Condition        Report By
 OC1537  HISTORY     - 1933     MONUMENTED       CGS
 OC1537  HISTORY     - 1941     SEE DESCRIPTION  CGS
 OC1537
 OC1537                          STATION DESCRIPTION
 OC1537
 OC1537'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1537'STATION IS ON MINISTERIAL ISLAND, WHICH IS W OF BROOD SOUND, N
 OC1537'OF CROTCH ISLAND, AND ABOUT 2 MILES E OF GREAT CHEBEAG ISLAND.  THE
 OC1537'HOUSE IS AN OLD WEATHERBEATEN FRAME HOUSE AND IS THE ONLY
 OC1537'BUILDING ON THE ISLAND.
 OC1537'
 OC1537'THIS IS AN INTERSECTION STATION.
 OC1537
 OC1537                          STATION RECOVERY (1941)
 OC1537
 OC1537'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FLP)
 OC1537'THE STATION IS LOST.  THE HOUSE HAS BURNED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0645 ***********************************************************************
 PD0645  DESIGNATION -  MINK
 PD0645  PID         -  PD0645
 PD0645  STATE/COUNTY-  ME/WASHINGTON
 PD0645  USGS QUAD   -  EASTPORT (1977)
 PD0645
 PD0645                         *CURRENT SURVEY CONTROL
 PD0645  ___________________________________________________________________
 PD0645* NAD 83(1996)-  44 53 07.43399(N)    067 06 36.94654(W)     ADJUSTED  
 PD0645* NAVD 88     -         2.7    (meters)       9.     (feet)  VERTCON   
 PD0645  ___________________________________________________________________
 PD0645  LAPLACE CORR-           4.29  (seconds)                    DEFLEC99
 PD0645  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 PD0645
 PD0645  HORZ ORDER  -  THIRD
 PD0645
 PD0645.The horizontal coordinates were established by classical geodetic methods
 PD0645.and adjusted by the National Geodetic Survey in March 1998..
 PD0645
 PD0645.The NAVD 88 height was computed by applying the VERTCON shift value to
 PD0645.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PD0645
 PD0645.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0645
 PD0645.The geoid height was determined by GEOID03.
 PD0645
 PD0645;                    North         East     Units Scale Factor Converg.
 PD0645;SPC ME E     -   136,348.706   409,783.666   MT  1.00004816   +0 58 51.0
 PD0645;UTM  19      - 4,971,956.813   649,236.943   MT  0.99987387   +1 20 01.7
 PD0645
 PD0645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0645!SPC ME E     -   1.00000312  x   1.00004816  =   1.00005128
 PD0645!UTM  19      -   1.00000312  x   0.99987387  =   0.99987699
 PD0645
 PD0645                          SUPERSEDED SURVEY CONTROL
 PD0645
 PD0645  NAD 83(1992)-  44 53 07.42415(N)    067 06 36.94720(W) AD(       ) 3
 PD0645  NAD 83(1986)-  44 53 07.42389(N)    067 06 36.94794(W) AD(       ) 3
 PD0645  NGVD 29 (09/20/87)    2.9    (m)           10.     (f) VERT ANG       
 PD0645
 PD0645.Superseded values are not recommended for survey control.
 PD0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0645.See file dsdata.txt to determine how the superseded data were derived.
 PD0645
 PD0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK4923771957(NAD 83)
 PD0645_MARKER: DD = SURVEY DISK
 PD0645_SETTING: 66 = SET IN ROCK OUTCROP
 PD0645_SP_SET: SET IN A ROCK LEDGE
 PD0645_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0645_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0645+STABILITY: POSITION/ELEVATION WELL
 PD0645
 PD0645  HISTORY     - Date     Condition        Report By
 PD0645  HISTORY     - 1986     MONUMENTED       NOS
 PD0645
 PD0645                          STATION DESCRIPTION
 PD0645
 PD0645'DESCRIBED BY NATIONAL OCEAN SERVICE 1986 (JGF)
 PD0645'THE STATION IS LOCATED ON THE NW SIDE OF MINK ISLAND.
 PD0645'
 PD0645'TO REACH STATION, MAKE A LANDING ON THE NW SIDE OF MINK ISLAND.
 PD0645'
 PD0645'THE STATION IS A BRONZE DISK STAMPED---MINK 1986---,CEMENTED IN A
 PD0645'DRILL HOLE IN A ROCK LEDGE.  THE  STATION IS LOCATED 1.82
 PD0645'METERS (6.0 FT.) S FROM HIGH WATER LINE, AND 9.29 METERS (30.5 FT)
 PD0645'W FROM AN 8 INCH PINE WITH WITNESS SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1373 ***********************************************************************
 QG1373  DESIGNATION -  MISERY
 QG1373  PID         -  QG1373
 QG1373  STATE/COUNTY-  ME/SOMERSET
 QG1373  USGS QUAD   -  MISERY KNOB (1988)
 QG1373
 QG1373                         *CURRENT SURVEY CONTROL
 QG1373  ___________________________________________________________________
 QG1373* NAD 83(1996)-  45 34 17.53229(N)    069 53 43.11893(W)     ADJUSTED  
 QG1373* NAVD 88     -       648.4    (meters)    2127.     (feet)  VERTCON   
 QG1373  ___________________________________________________________________
 QG1373  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 QG1373  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 QG1373
 QG1373  HORZ ORDER  -  SECOND
 QG1373
 QG1373.The horizontal coordinates were established by classical geodetic methods
 QG1373.and adjusted by the National Geodetic Survey in March 1998..
 QG1373
 QG1373.The NAVD 88 height was computed by applying the VERTCON shift value to
 QG1373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QG1373
 QG1373.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1373
 QG1373.The geoid height was determined by GEOID03.
 QG1373
 QG1373;                    North         East     Units Scale Factor Converg.
 QG1373;SPC ME W     -   304,284.443   921,181.066   MT  0.99997218   +0 11 37.6
 QG1373;SPC ME E     -   212,603.333   191,094.485   MT  1.00004577   -0 59 47.5
 QG1373;UTM  19      - 5,046,833.874   430,140.916   MT  0.99966000   -0 38 21.8
 QG1373
 QG1373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1373!SPC ME W     -   0.99990226  x   0.99997218  =   0.99987444
 QG1373!SPC ME E     -   0.99990226  x   1.00004577  =   0.99994802
 QG1373!UTM  19      -   0.99990226  x   0.99966000  =   0.99956229
 QG1373
 QG1373|---------------------------------------------------------------------|
 QG1373| PID    Reference Object                     Distance      Geod. Az  |
 QG1373|                                                           dddmmss.s |
 QG1373| DA5187 MISERY RM 1                           7.620 METERS 06035     |
 QG1373| QH0110 MT WILLIAMS LOOKOUT TOWER           APPROX. 9.0 KM 2573206.9 |
 QG1373| DA5188 MISERY RM 2                           5.849 METERS 32019     |
 QG1373|---------------------------------------------------------------------|
 QG1373
 QG1373                          SUPERSEDED SURVEY CONTROL
 QG1373
 QG1373  NAD 83(1992)-  45 34 17.53090(N)    069 53 43.11343(W) AD(       ) 2
 QG1373  NAD 83(1986)-  45 34 17.53252(N)    069 53 43.12467(W) AD(       ) 2
 QG1373  NAD 27      -  45 34 17.36900(N)    069 53 44.90200(W) AD(       ) 2
 QG1373  NGVD 29 (07/19/86)  648.6    (m)         2128.     (f) VERT ANG       
 QG1373
 QG1373.Superseded values are not recommended for survey control.
 QG1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1373.See file dsdata.txt to determine how the superseded data were derived.
 QG1373
 QG1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL3014146834(NAD 83)
 QG1373_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QG1373_SETTING: 66 = SET IN ROCK OUTCROP
 QG1373
 QG1373  HISTORY     - Date     Condition        Report By
 QG1373  HISTORY     - 1955     MONUMENTED       CGS
 QG1373
 QG1373                          STATION DESCRIPTION
 QG1373
 QG1373'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 QG1373'THE STATION IS LOCATED ABOUT 10-3/4 MILES AIRLINE SOUTHWEST OF
 QG1373'ROCKWOOD, 10 MILES AIRLINE EAST SOUTHEAST OF LONG POND, 4 MILES
 QG1373'SOUTHWEST OF TARRATINE, 1-1/2 MILES EAST OF MISERY STREAM AND 12
 QG1373'FEET WEST OF A TRIANGULAR BLAZED PINE TREE ON THE HIGHEST PART OF
 QG1373'MISERY RIDGE WHICH IS PARTLY COVERED WITH TIMBER.
 QG1373'
 QG1373'TO REACH FROM THE MOOSEHEAD INN IN ROCKWOOD, GO WESTERLY, ON
 QG1373'STATE HIGHWAY 15 FOR 2.0 MILES TO FORKS.  TAKE LEFT FORK,
 QG1373'WESTERLY, ON STATE HIGHWAY 15 FOR 9.0 MILES TO FORKS JUST
 QG1373'BEFORE REACHING BRIDGE THAT CROSSES MISERY STREAM.  TAKE LEFT FORK
 QG1373'AND GO SOUTHWESTERLY ALONG THE EAST SIDE OF MISERY STREAM 2.65
 QG1373'MILES TO A SIDE ROAD LEFT AT AN OLD ABANDONED LOGGING CAMP AT
 QG1373'END OF TRUCK TRAVEL.  THENCE PACK EASTERLY UP OLD WOODS ROAD
 QG1373'KEEPING TO THE RIGHT OF A SMALL STREAM FOR ABOUT 1/2 MILE TO A
 QG1373'FORKS.  TAKE RIGHT FORK EASTERLY ON OLD WOODS ROAD FOR ABOUT 1/2
 QG1373'MILE TO A DIM FORKS.  TAKE LEFT FORK EASTERLY ACROSS SMALL
 QG1373'STREAM ON OLD WOODS ROAD FOR ABOUT 1/2 MILE TO FORKS JUST AFTER
 QG1373'CROSSING SMALL STREAM.  TAKE RIGHT FORK EASTERLY ALONG
 QG1373'THE NORTH SIDE OF STREAM FOR ABOUT 1/2 MILE TO A FIRE BREAK
 QG1373'LEFT.  THENCE LEFT, UP STEEP FIRE BREAK TO CREST OF RIDGE.
 QG1373'THENCE RIGHT, NORTHERLY, UP SLOPE OF RIDGE TO THE HIGHEST PART
 QG1373'AND STATION.  PACKING TIME WAS ABOUT 1-1/2 HOURS.
 QG1373'
 QG1373'THE STATION MARK IS A STANDARD DISK STAMPED MISERY 1955, SET IN
 QG1373'A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS ABOUT FLUSH WITH THE
 QG1373'SURROUNDING BEDROCK.
 QG1373'
 QG1373'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED MISERY NO 1
 QG1373'1955, SET IN A DRILL HOLE IN A BOULDER 24 INCHES IN DIAMETER THAT
 QG1373'PROJECTS ABOUT 8 INCHES AND IS ABOUT 3 FEET LOWER THAN THE STATION.
 QG1373'
 QG1373'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED MISERY NO 2
 QG1373'1955, SET IN A DRILL HOLE IN A BOULDER 26 INCHES IN DIAMETER THAT
 QG1373'PROJECTS ABOUT 24 INCHES AND IS ABOUT 1 FOOT HIGHER THAN THE
 QG1373'STATION.
 QG1373'
 QG1373'HEIGHT OF LIGHT ABOVE STATION MARK 1.57 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0935 ***********************************************************************
 PD0935  DESIGNATION -  MITCHELL
 PD0935  PID         -  PD0935
 PD0935  STATE/COUNTY-  ME/WASHINGTON
 PD0935  USGS QUAD   -  PEMBROKE (1977)
 PD0935
 PD0935                         *CURRENT SURVEY CONTROL
 PD0935  ___________________________________________________________________
 PD0935* NAD 83(1996)-  44 54 42.69463(N)    067 09 35.85587(W)     ADJUSTED  
 PD0935* NAVD 88     -                                                        
 PD0935  ___________________________________________________________________
 PD0935  LAPLACE CORR-           5.23  (seconds)                    DEFLEC99
 PD0935  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 PD0935
 PD0935  HORZ ORDER  -  THIRD
 PD0935
 PD0935.The horizontal coordinates were established by classical geodetic methods
 PD0935.and adjusted by the National Geodetic Survey in March 1998..
 PD0935
 PD0935
 PD0935.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0935
 PD0935.The geoid height was determined by GEOID03.
 PD0935
 PD0935;                    North         East     Units Scale Factor Converg.
 PD0935;SPC ME E     -   139,223.044   405,809.245   MT  1.00003762   +0 56 46.2
 PD0935;UTM  19      - 4,974,806.102   645,245.589   MT  0.99985941   +1 17 57.6
 PD0935
 PD0935                          SUPERSEDED SURVEY CONTROL
 PD0935
 PD0935  NAD 83(1992)-  44 54 42.68507(N)    067 09 35.85498(W) AD(       ) 4
 PD0935  NAD 83(1986)-  44 54 42.68298(N)    067 09 35.85721(W) AD(       ) 4
 PD0935  NAD 27      -  44 54 42.39700(N)    067 09 37.91700(W) AD(       ) 3
 PD0935
 PD0935.Superseded values are not recommended for survey control.
 PD0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0935.See file dsdata.txt to determine how the superseded data were derived.
 PD0935
 PD0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK4524674806(NAD 83)
 PD0935
 PD0935  HISTORY     - Date     Condition        Report By
 PD0935  HISTORY     - UNK      MONUMENTED
 PD0935  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0935
 PD0935                          STATION DESCRIPTION
 PD0935
 PD0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0935'THIS STATION DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1986 ***********************************************************************
 QF1986  DESIGNATION -  MITCHELL MOUNTAIN
 QF1986  PID         -  QF1986
 QF1986  STATE/COUNTY-  ME/AROOSTOOK
 QF1986  USGS QUAD   -  HAYNESVILLE (1989)
 QF1986
 QF1986                         *CURRENT SURVEY CONTROL
 QF1986  ___________________________________________________________________
 QF1986* NAD 83(1996)-  45 51 39.25811(N)    067 58 19.47226(W)     ADJUSTED  
 QF1986* NAVD 88     -       173.     (meters)     568.     (feet)  SCALED    
 QF1986  ___________________________________________________________________
 QF1986  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 QF1986  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 QF1986
 QF1986  HORZ ORDER  -  FIRST
 QF1986
 QF1986.The horizontal coordinates were established by classical geodetic methods
 QF1986.and adjusted by the National Geodetic Survey in March 1998..
 QF1986
 QF1986.The orthometric height was scaled from a topographic map.
 QF1986
 QF1986.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1986
 QF1986.The geoid height was determined by GEOID03.
 QF1986
 QF1986;                    North         East     Units Scale Factor Converg.
 QF1986;SPC ME E     -   243,950.636   340,992.999   MT  0.99992065   +0 22 43.9
 QF1986;UTM  19      - 5,079,106.980   579,793.650   MT  0.99967827   +0 44 15.8
 QF1986
 QF1986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1986!SPC ME E     -   0.99997662  x   0.99992065  =   0.99989728
 QF1986!UTM  19      -   0.99997662  x   0.99967827  =   0.99965490
 QF1986
 QF1986:                Primary Azimuth Mark                     Grid Az
 QF1986:SPC ME E     -  MITCHELL MOUNTAIN AZ MK                  177 18 41.6
 QF1986:UTM  19      -  MITCHELL MOUNTAIN AZ MK                  176 57 09.7
 QF1986
 QF1986|---------------------------------------------------------------------|
 QF1986| PID    Reference Object                     Distance      Geod. Az  |
 QF1986|                                                           dddmmss.s |
 QF1986| CE8962 MITCHELL MOUNTAIN AZ MK                            1774125.5 |
 QF1986| CE8963 MITCHELL MOUNTAIN RM 1               21.056 METERS 17928     |
 QF1986| CE8964 MITCHELL MOUNTAIN RM 2               22.687 METERS 29843     |
 QF1986|---------------------------------------------------------------------|
 QF1986
 QF1986                          SUPERSEDED SURVEY CONTROL
 QF1986
 QF1986  NAD 83(1992)-  45 51 39.25546(N)    067 58 19.47114(W) AD(       ) 1
 QF1986  NAD 83(1986)-  45 51 39.26175(N)    067 58 19.49269(W) AD(       ) 1
 QF1986  NAD 27      -  45 51 39.05800(N)    067 58 21.43000(W) AD(       ) 1
 QF1986
 QF1986.Superseded values are not recommended for survey control.
 QF1986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1986.See file dsdata.txt to determine how the superseded data were derived.
 QF1986
 QF1986_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL7979479107(NAD 83)
 QF1986_MARKER: Z = SEE DESCRIPTION
 QF1986_SETTING: 0 = UNSPECIFIED SETTING
 QF1986
 QF1986  HISTORY     - Date     Condition        Report By
 QF1986  HISTORY     - 1941     MONUMENTED       CGS
 QF1986
 QF1986                          STATION DESCRIPTION
 QF1986
 QF1986'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 QF1986'STATION IS LOCATED ABOUT 2 MILES N OF HANEYSVILLE, ABOUT 19 MILES
 QF1986'SSW OF HOULTON, NEAR THE STATE FOREST SERVICE FIRE LOOKOUT TOWER
 QF1986'ON MITCHELL MOUNTAIN.
 QF1986'
 QF1986'STATION MARK IS A STANDARD DISK SET IN A SQUARE BLOCK OF CONCRETE
 QF1986'PROJECTING ABOUT 2 INCHES ABOVE THE GROUND, ABOUT 24 METERS E OF
 QF1986'THE CENTER OF THE FIRE LOOKOUT TOWER.  STAMPED MITCHELL MOUNTAIN
 QF1986'1941.
 QF1986'
 QF1986'UNDERGROUND MARK IS A STANDARD BRONZE DISK IN A BLOCK OF CONCRETE.
 QF1986'
 QF1986'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN A SQUARE
 QF1986'BLOCK OF CONCRETE, PROJECTING ABOUT 3 INCHES ABOVE THE GROUND,
 QF1986'SSE OF STATION, STAMPED MITCHELL MOUNTAIN NO. 1, 1941.
 QF1986'
 QF1986'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A DRILL HOLE FLUSH
 QF1986'WITH THE GROUND, ABOUT 15 FEET N OF CENTER OF FIRE LOOKOUT TOWER,
 QF1986'BETWEEN TOWER AND WOODEN SHED.  STAMPED MITCHELL MOUNTAIN NO. 2,
 QF1986'1941.
 QF1986'
 QF1986'AZIMUTH MARK IS A STANDARD DISK SET IN A DRILL HOLE IN A BOULDER,
 QF1986'WHICH PROJECTS 1-1/2 FEET ABOVE GROUND, 0.3 MILE S OF
 QF1986'STATION.  STAMPED MITCHELL MOUNTAIN 1941.  IT IS ABOUT 300 FEET
 QF1986'S FROM WHERE THE TELEPHONE LINE MAKES A SHARP TURN LEFT FROM
 QF1986'FARM ROAD TO LOOKOUT TOWER.  10 FEET E OF CENTER OF LANE LEADING
 QF1986'TO AZIMUTH MARK.
 QF1986'
 QF1986'TO REACH STATION FROM THE BRIDGE IN HANEYSVILLE, GO N ON
 QF1986'U.S. HIGHWAY 2A FOR 1.8 MILES TO A T-ROAD LEADING RIGHT, E.  TURN
 QF1986'RIGHT ON T-ROAD AND GO 1.4 MILES.  TURN LEFT ON FARM ROAD AND
 QF1986'FOLLOW TELEPHONE LINE FOR 0.3 MILE TO LOOKOUT TOWER AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1987 ***********************************************************************
 QF1987  DESIGNATION -  MITCHELL MTN FT
 QF1987  PID         -  QF1987
 QF1987  STATE/COUNTY-  ME/AROOSTOOK
 QF1987  USGS QUAD   -  HAYNESVILLE (1989)
 QF1987
 QF1987                         *CURRENT SURVEY CONTROL
 QF1987  ___________________________________________________________________
 QF1987* NAD 83(1996)-  45 51 39.48519(N)    067 58 20.59154(W)     ADJUSTED  
 QF1987* NAVD 88     -       162.     (meters)     531.     (feet)  SCALED    
 QF1987  ___________________________________________________________________
 QF1987  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 QF1987  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 QF1987
 QF1987  HORZ ORDER  -  THIRD
 QF1987
 QF1987.The horizontal coordinates were established by classical geodetic methods
 QF1987.and adjusted by the National Geodetic Survey in March 1998..
 QF1987
 QF1987.The orthometric height was scaled from a topographic map.
 QF1987
 QF1987.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1987
 QF1987.The geoid height was determined by GEOID03.
 QF1987
 QF1987;                    North         East     Units Scale Factor Converg.
 QF1987;SPC ME E     -   243,957.487   340,968.810   MT  0.99992063   +0 22 43.1
 QF1987;UTM  19      - 5,079,113.678   579,769.425   MT  0.99967823   +0 44 15.0
 QF1987
 QF1987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1987!SPC ME E     -   0.99997835  x   0.99992063  =   0.99989898
 QF1987!UTM  19      -   0.99997835  x   0.99967823  =   0.99965659
 QF1987
 QF1987:                Primary Azimuth Mark                     Grid Az
 QF1987:SPC ME E     -  LEE RIDGE                                195 57 38.2
 QF1987:UTM  19      -  LEE RIDGE                                195 36 06.3
 QF1987
 QF1987|---------------------------------------------------------------------|
 QF1987| PID    Reference Object                     Distance      Geod. Az  |
 QF1987|                                                           dddmmss.s |
 QF1987| QG1378 LEE RIDGE                           APPROX.15.0 KM 1962021.3 |
 QF1987|---------------------------------------------------------------------|
 QF1987
 QF1987                          SUPERSEDED SURVEY CONTROL
 QF1987
 QF1987  NAD 83(1992)-  45 51 39.48195(N)    067 58 20.58971(W) AD(       ) 3
 QF1987  NAD 83(1986)-  45 51 39.48682(N)    067 58 20.60875(W) AD(       ) 3
 QF1987  NAD 27      -  45 51 39.28228(N)    067 58 22.54578(W) AD(       ) 3
 QF1987
 QF1987.Superseded values are not recommended for survey control.
 QF1987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1987.See file dsdata.txt to determine how the superseded data were derived.
 QF1987
 QF1987_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL7976979114(NAD 83)
 QF1987_MARKER: 57 = LOOKOUT TOWER
 QF1987
 QF1987  HISTORY     - Date     Condition        Report By
 QF1987  HISTORY     - 1941     FIRST OBSERVED   CGS
 QF1987  HISTORY     - 1946     GOOD             IBC
 QF1987
 QF1987                          STATION DESCRIPTION
 QF1987
 QF1987'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 QF1987'THIS INTERSECTION STATION IS LOCATED ABOUT 2 MILES N OF HANEYSVILLE,
 QF1987'ABOUT 19 MILES SSW OF HOULTON, ON THE MOUNTAIN KNOWN LOCALLY AS
 QF1987'MITCHELL MOUNTAIN.  IT IS A WOODEN STRUCTURE ABOUT 20 FEET HIGH USED
 QF1987'AS A LOOKOUT TOWER FOR THE STATE FOREST SERVICE.  CENTER OF THE
 QF1987'TOWER IS THE POINT LOCATED.
 QF1987
 QF1987                          STATION RECOVERY (1946)
 QF1987
 QF1987'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF1987'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1138 ***********************************************************************
 PD1138  DESIGNATION -  MITTEN MOUNT RESET
 PD1138  PID         -  PD1138
 PD1138  STATE/COUNTY-  ME/WASHINGTON
 PD1138  USGS QUAD   -  COLUMBIA FALLS (1977)
 PD1138
 PD1138                         *CURRENT SURVEY CONTROL
 PD1138  ___________________________________________________________________
 PD1138* NAD 83(1996)-  44 43 20.13578(N)    067 40 05.61979(W)     ADJUSTED  
 PD1138* NAVD 88     -       137.     (meters)     449.     (feet)  SCALED    
 PD1138  ___________________________________________________________________
 PD1138  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 PD1138  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 PD1138
 PD1138  HORZ ORDER  -  SECOND
 PD1138
 PD1138.The horizontal coordinates were established by classical geodetic methods
 PD1138.and adjusted by the National Geodetic Survey in March 1998..
 PD1138
 PD1138.The orthometric height was scaled from a topographic map.
 PD1138
 PD1138.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1138
 PD1138.The geoid height was determined by GEOID03.
 PD1138
 PD1138;                    North         East     Units Scale Factor Converg.
 PD1138;SPC ME E     -   117,618.181   365,892.114   MT  0.99995337   +0 35 07.1
 PD1138;UTM  19      - 4,952,960.365   605,469.993   MT  0.99973679   +0 56 14.0
 PD1138
 PD1138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD1138!SPC ME E     -   0.99998222  x   0.99995337  =   0.99993559
 PD1138!UTM  19      -   0.99998222  x   0.99973679  =   0.99971902
 PD1138
 PD1138|---------------------------------------------------------------------|
 PD1138| PID    Reference Object                     Distance      Geod. Az  |
 PD1138|                                                           dddmmss.s |
 PD1138| CE8111 MITTEN MOUNT RM 1                    11.033 METERS 02557     |
 PD1138| PD1029 HOWARD                              APPROX.24.0 KM 1152255.6 |
 PD1138| PD1153 HARRINGTON CHURCH                   APPROX.15.8 KM 2241153.0 |
 PD1138| PD1139 MT MITTEN FIRE TOWER 1949             3.235 METERS 22954     |
 PD1138| CE8112 MITTEN MOUNT RM 2                     7.442 METERS 24421     |
 PD1138| CE8113 MITTEN MOUNT RM 3                     5.325 METERS 31956     |
 PD1138|---------------------------------------------------------------------|
 PD1138
 PD1138                          SUPERSEDED SURVEY CONTROL
 PD1138
 PD1138  NAD 83(1992)-  44 43 20.13250(N)    067 40 05.61741(W) AD(       ) 2
 PD1138  NAD 83(1986)-  44 43 20.12887(N)    067 40 05.61980(W) AD(       ) 2
 PD1138  NAD 27      -  44 43 19.85700(N)    067 40 07.63300(W) AD(       ) 2
 PD1138
 PD1138.Superseded values are not recommended for survey control.
 PD1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1138.See file dsdata.txt to determine how the superseded data were derived.
 PD1138
 PD1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK0547052960(NAD 83)
 PD1138_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD1138
 PD1138  HISTORY     - Date     Condition        Report By
 PD1138  HISTORY     - 1928     MONUMENTED       CGS
 PD1138  HISTORY     - 1913     SEE DESCRIPTION  CGS
 PD1138  HISTORY     - 1928     GOOD             USGS
 PD1138  HISTORY     - 1931     SEE DESCRIPTION  MEGS
 PD1138  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PD1138  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD1138  HISTORY     - 1949     SEE DESCRIPTION  CGS
 PD1138
 PD1138                          STATION DESCRIPTION
 PD1138
 PD1138'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 PD1138'STATION IS ON THE HIGHEST AND MOST NORTHERLY SUMMIT OF MITTEN
 PD1138'MOUNTAIN, IN THE TOWN OF CENTERVILLE, AND ABOUT 6 MILES NE OF
 PD1138'COLUMBIA FALLS.  THE MOUNTAIN IS COVERED WITH A DENSE GROWTH OF
 PD1138'TIMBER AND BRUSH, AND THE SUMMIT RIDGE IS A SERIES OF ROCKY
 PD1138'LEDGES EXTENDING NEARLY A QUARTER OF A MILE AND WITH A
 PD1138'PROMINENT SADDLE NEAR THE N END.  THE STATION IS ON A PROMINENT
 PD1138'LEDGE WHICH IS ABOUT 100 FEET LONG AND 20 FEET WIDE, AND IS
 PD1138'MARKED BY A DRILL HOLE SURROUNDED BY A TRIANGLE CUT IN THE
 PD1138'ROCK AND COVERED WITH A CAIRN.  AT A DISTANCE 3.8 FEET TO THE
 PD1138'SW OF THE STATION A SMALL FIR OR SPRUCE TREE IS GROWING ON
 PD1138'THE TOP OF THE LEDGE.  A GOOD ROAD FROM COLUMBIA FALLS
 PD1138'PASSES JUST W OF MITTEN MOUNTAIN.  FOLLOW THIS ROAD UNTIL A
 PD1138'HILL SUMMIT IS REACHED WHICH IS NEARLY ABREAST OF THE N
 PD1138'END OF THE MOUNTAIN, THEN FOLLOW UP A SLIGHT RAVINE TO THE
 PD1138'SADDLE, WHICH IS JUST S OF THE STATION.
 PD1138
 PD1138                          STATION RECOVERY (1928)
 PD1138
 PD1138'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1928 (BHY)
 PD1138'IDENTICAL WITH NGS STATION OF THE SAME NAME.  NGS DESCRIPTION FOLLOWS-
 PD1138'
 PD1138'ON HIGHEST AND MOST N. SUMMIT OF MITTEN MOUNT, IN TOWN OF
 PD1138'CENTERVILLE, ABOUT 6.0 MI NE. OF COLUMBIA FALLS.  THE MOUNTAIN IS
 PD1138'COVERED WITH A DENSE GROWTH OF TIMBER AND BRUSH, AND THE SUMMIT RIDGE
 PD1138'IS A SERIES OF ROCKY LEDGES EXTENDING NEARLY 0.25 MI AND WITH A
 PD1138'PROMINENT SADDLE NEAR THE N. END, THE STATION IS ON A PROMINENT LEDGE
 PD1138'WHICH IS ABOUT 100 FT LONG AND 20 FT WIDE.
 PD1138'
 PD1138'STATION MARK-  A DRILL HOLE SURROUNDED BY TRIANGLE CUT IN ROCK AND
 PD1138'COVERED BY A CAIRN.  AT A DISTANCE 3.8 FT TO THE SW. OF STATION A
 PD1138'SMALL SPRUCE TREE IS GROWING ON THE TOP OF LEDGE.  A GOOD RD. FROM
 PD1138'COLUMBIA FALLS PASSES JUST W. OF MITTEN MOUNTAIN.  FOLLOW THIS RD.
 PD1138'UNTIL A HILL SUMMIT IS REACHED WHICH IS NEARLY ABREAST OF THE N. END
 PD1138'OF THE MOUNTAIN, THEN FOLLOW UP A SLIGHT RAVINE TO THE SADDLE, WHICH
 PD1138'IS JUST S. OF THE STATION.
 PD1138'
 PD1138'B.H. YOAKUM, 1928, NOTE-  THE DRILL HOLE AND TRIANGLE SURROUNDING
 PD1138'IT WERE PARTLY DESTROYED, A PART OF THE ROCK BEING BROKEN AWAY.
 PD1138'A U. S. GEOLOGICAL SURVEY DISK WAS SET IN SAME POSITION AND STAMPED
 PD1138'---Y 1928---.  THE SPRUCE TREE MENTIONED ABOVE IS STILL GROWING.
 PD1138
 PD1138                          STATION RECOVERY (1931)
 PD1138
 PD1138'RECOVERY NOTE BY MAINE GEODETIC SURVEY 1931
 PD1138'THE STATION MAY BE REACHED FROM COLUMBIA FALLS, AS STATED IN
 PD1138'THE ORIGINAL DESCRIPTION.  I VISITED THE MOUNTAIN ON AUGUST 21,
 PD1138'1931 AND FOUND A TOWER, ABOUT 20 TO 25 FEET HIGH, BUILT OF SPRUCE
 PD1138'POLES, UNDER WHICH WAS A U.S. GEOLOGICAL SURVEY TABLET, STAMPED
 PD1138'Y 1928.  I HAVE BEEN INFORMED BY THE GEOLOGICAL SURVEY THAT THE
 PD1138'TABLET MARKS THE ORIGINAL COAST SURVEY STATION.
 PD1138'
 PD1138'THE VIEW FROM THE GROUND AT THE STATION IS WHOLLY OBSTRUCTED
 PD1138'BY TREES.  THE MOUNTAIN IS CALLED MILTON MOUNTAIN, IN THE
 PD1138'COLUMBIA FALLS SHEET OF THE U.S.G.S. BUT I WAS TOLD THAT IT IS
 PD1138'COMMONLY REFERRED TO LOCALLY AS MITTEN MOUNTAIN.
 PD1138
 PD1138                          STATION RECOVERY (1934)
 PD1138
 PD1138'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PD1138'THIS STATION WAS RECOVERED AS DESCRIBED EXCEPT THAT IT IS
 PD1138'MARKED WITH A U.S. GEOLOGICAL SURVEY DISK STAMPED Y 1928.  THE
 PD1138'STUMP OF THE SMALL SPRUCE MENTIONED IN THE ORIGINAL
 PD1138'DESCRIPTION IS STILL IN PLACE.  THE STATION IS ALMOST ON A LINE
 PD1138'WITH TWO TRIANGULARLY BLAZED SPRUCES WHICH ARE LOCATED ONE ON
 PD1138'EACH SIDE OF THE CLEARING.  LAND IS OWNED BY RUSHTON BROTHERS.
 PD1138'
 PD1138'THE STATION MAY EASIEST BE REACHED BY ROAD FROM COLUMBIA
 PD1138'FALLS.  FOLLOW THIS ROAD UNTIL A HILL SUMMIT IS REACHED NEARLY
 PD1138'ABREAST OF THE N END OF THE MOUNTAIN.  CROSS OPEN FIELD HERE AND
 PD1138'FOLLOW UP SLIGHT RAVINE TO W SIDE OF RIDGE, WHICH MAY THEN BE
 PD1138'FOLLOWED N TO STATION.
 PD1138'
 PD1138'THREE REFERENCE MARKS, STANDARD DISKS WEDGED IN DRILL HOLES IN
 PD1138'OUTCROPPING BEDROCK WERE PLACED AS FOLLOWS--REFERENCE MARK
 PD1138'NO. 1 IS NNE, ON SAME ELEVATION AS STATION, REFERENCE MARK NO. 2
 PD1138'IS SW ON BARE LEDGE LOWER THAN STATION, AND REFERENCE MARK NO. 3
 PD1138'IS NW NEAR ONE OF THE SPRUCES MENTIONED ABOVE.
 PD1138'
 PD1138'A 25-FOOT SIGNAL OF NATIVE TIMBER WAS USED FOR OBSERVING.
 PD1138
 PD1138                          STATION RECOVERY (1946)
 PD1138
 PD1138'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD1138'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  DESCRIPTION
 PD1138'IS ADEQUATE EXCEPT FOR THE FOLLOWING ADDITION--
 PD1138'
 PD1138'A U.S. GEOLOGICAL SURVEY DISK STAMPED Y 1928 HAS BEEN WEDGED
 PD1138'INTO THE ORIGINAL DRILL HOLE.  SEE NORTHFIELD (U.S.G.S.).
 PD1138
 PD1138                          STATION RECOVERY (1949)
 PD1138
 PD1138'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEV)
 PD1138'RECOVERED AS DESCRIBED.  A 50-FOOT FIRE TOWER HAS BEEN ERECTED
 PD1138'VERY CLOSE TO THE TABLET.  THE TABLET IS ONE FOOT W OF THE E OF
 PD1138'FOUR CONCRETE BASES OF THE TOWER.  R.M. 2 IS APPROXIMATELY ONE
 PD1138'FOOT FROM THE W CONCRETE BASE AND R.M. 3 IS APPROXIMATELY 5 FEET
 PD1138'NW OF THE N BASE.  THE CENTER LINE OF THE WEATHER VANE ATOP
 PD1138'THE TOWER WAS BROUGHT TO THE GROUND BY TWO RIGHT-ANGLE
 PD1138'OBSERVATIONS WITH A WILD T-2 THEODOLITE AND THIS POINT WAS
 PD1138'REFERENCED BY AZIMUTH AND DISTANCE FROM MITTEN MOUNT 1850,
 PD1138'INITIALING ON R.M. 1, 203 DEG 57 MIN 06.6 SEC 10.61 FEET
 PD1138'(3.234 METERS).  THE FIRE TOWER IS VISIBLE FOR MILES FROM
 PD1138'ALL DIRECTIONS FROM MITTEN MOUNTAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB2661 ***********************************************************************
 AB2661  SACS        -  This is a Secondary Airport Control Station.
 AB2661  DESIGNATION -  MLT A
 AB2661  PID         -  AB2661
 AB2661  STATE/COUNTY-  ME/PENOBSCOT
 AB2661  USGS QUAD   -  MILLINOCKET (1988)
 AB2661
 AB2661                         *CURRENT SURVEY CONTROL
 AB2661  ___________________________________________________________________
 AB2661* NAD 83(1996)-  45 38 40.50327(N)    068 41 12.87275(W)     ADJUSTED  
 AB2661* NAVD 88     -       119.51   (meters)     392.1    (feet)  GPS OBS   
 AB2661  ___________________________________________________________________
 AB2661  X           -   1,623,491.606 (meters)                     COMP
 AB2661  Y           -  -4,161,231.148 (meters)                     COMP
 AB2661  Z           -   4,537,786.128 (meters)                     COMP
 AB2661  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 AB2661  ELLIP HEIGHT-          95.27  (meters)          (01/07/02) GPS OBS
 AB2661  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 AB2661
 AB2661  HORZ ORDER  -  FIRST
 AB2661  ELLP ORDER  -  FIFTH     CLASS I
 AB2661
 AB2661.This mark is at Millinocket Airport (MLT)
 AB2661
 AB2661.The horizontal coordinates were established by GPS observations
 AB2661.and adjusted by the National Geodetic Survey in July 1997..
 AB2661
 AB2661.The orthometric height was determined by GPS observations and a
 AB2661.high-resolution geoid model.
 AB2661
 AB2661.GPS derived orthometric heights for airport stations designated as
 AB2661.PACS or SACS are published to 2 decimal places.  This maintains
 AB2661.centimeter relative accuracy between the PACS and SACS.  It does
 AB2661.not indicate centimeter accuracy relative to other marks which are
 AB2661.part of the NAVD 88 network.
 AB2661
 AB2661.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2661
 AB2661.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2661
 AB2661.The ellipsoidal height was determined by GPS observations
 AB2661.and is referenced to NAD 83.
 AB2661
 AB2661.The geoid height was determined by GEOID03.
 AB2661
 AB2661;                    North         East     Units Scale Factor Converg.
 AB2661;SPC ME E     -   219,791.202   285,430.441   MT  0.99990261   -0 08 01.1
 AB2661;UTM  19      - 5,054,607.262   524,398.104   MT  0.99960732   +0 13 25.9
 AB2661
 AB2661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2661!SPC ME E     -   0.99998506  x   0.99990261  =   0.99988768
 AB2661!UTM  19      -   0.99998506  x   0.99960732  =   0.99959239
 AB2661
 AB2661                          SUPERSEDED SURVEY CONTROL
 AB2661
 AB2661  ELLIP H (07/24/97)   95.19   (m)                       GP(       ) 1 1
 AB2661  NAD 83(1992)-  45 38 40.50300(N)    068 41 12.87262(W) AD(1995.00) 1
 AB2661  ELLIP H (04/19/96)   95.23   (m)                       GP(1995.00) 3 1
 AB2661
 AB2661.Superseded values are not recommended for survey control.
 AB2661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2661.See file dsdata.txt to determine how the superseded data were derived.
 AB2661
 AB2661_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL2439854607(NAD 83)
 AB2661_MARKER: DD = SURVEY DISK
 AB2661_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB2661_STAMPING: MLT A 1995
 AB2661_MARK LOGO: NGS   
 AB2661_PROJECTION: FLUSH
 AB2661_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2661+STABILITY: SURFACE MOTION
 AB2661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2661+SATELLITE: SATELLITE OBSERVATIONS - January 07, 1997
 AB2661_ROD/PIPE-DEPTH: 1    meters
 AB2661
 AB2661  HISTORY     - Date     Condition        Report By
 AB2661  HISTORY     - 1995     MONUMENTED       CHANCE
 AB2661  HISTORY     - 19970107 GOOD             NGS
 AB2661
 AB2661                          STATION DESCRIPTION
 AB2661
 AB2661'DESCRIBED BY JE CHANCE AND ASSOCIATES 1995 (DS)
 AB2661'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) SOUTHEAST OF DOWNTOWN
 AB2661'MILLINOCKET, 0.8 KM (0.50 MI) SOUTH OF STATE HIGHWAY 11 AND 157, AT
 AB2661'THE MILLINOCKET MUNICIPAL AIRPORT.  OWNERSHIP--MILLINNOCKET MUNICIPAL
 AB2661'AIRPORT, CALLIER S WEEKS, AIRPORT MANAGER, PHONE 207-723-6649  TO
 AB2661'REACH THE STATION FROM THE T-JUNCTION OF STATE HIGHWAY 11 (KATAHOIN
 AB2661'AVE) AND HIGHWAY 157 (CENTRAL STREET) IN THE WEST SECTION OF
 AB2661'MILLINOCKET AT THE MILLINOCKET MIDDLE SCHOOL, GO EAST FOR 0.9 KM (0.55
 AB2661'MI) ON HIGHWAY 11 AND 157 (CENTRAL STREET) TO TWO ROADS ON THE RIGHT
 AB2661'ACROSS FROM THE MAINE FOREST SERVICE BUILDING.  TURN RIGHT KEEPING
 AB2661'LEFT, AND GO SOUTHEAST FOR 1.4 KM (0.85 MI) ON MEDWAY ROAD TO THE
 AB2661'PAVED ENTRANCE DRIVE TO MILLINOCKET MUNICIPAL AIRPORT ON THE LEFT.
 AB2661'TURN LEFT AND GO 0.08 KM (0.05 MI) ON PAVED ENTRANCE ROAD TO TERMINAL
 AB2661'BUILDING AND GATE ON RIGHT.  PROCEED THROUGH GATE AND GO SOUTHEAST FOR
 AB2661'0.1 KM (0.05 MI) TO THE TAXIWAY.  CONTINUE SOUTH-SOUTHEAST PARALLEL TO
 AB2661'RUNWAY 16-34 FOR 0.4 KM (0.25 MI) TO STATION APPROXIMATELY 0.3 KM
 AB2661'(0.20 MI) NORTH OF THE END OF RUNWAY 16-34  THE STATION IS THE CENTER
 AB2661'OF A 5 CM SURVEY DISK SET INTO THE TOP OF A 1 M (3.3 FT) LONG FENO
 AB2661'PIPE, RECESSED 15 CM BELOW GROUND LEVEL AND ENCASED IN A 12.7 CM DIA
 AB2661'PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE.  THREE CIRCULAR ANCHOR
 AB2661'PRONGS EXTEND FROM THE BOTTOM OF THE PIPE.  THE STATION IS LOCATED
 AB2661'21.80 M (71.52 FT) EAST-NORTHEAST FROM A CARSONITE WITNESS POST AT THE
 AB2661'EDGE OF THE WOODS, 27.82 M (91.27 FT) WEST-SOUTHWEST FROM THE SEVENTH
 AB2661'CONCRETE RUNWAY LIGHT BASE SOUTHEAST OF THE SOUTHERNMOST TAXIWAY,
 AB2661'29.35 M (96.29 FT) WEST FROM DRAIN INLET, 51.76 M (169.82 FT)
 AB2661'WEST-SOUTHWEST FROM THE CENTERLINE OF RUNWAY 16-34, AND 66.74 M
 AB2661'(218.96 FT) SOUTH FROM THE SIXTH CONCRETE RUNWAY LIGHT BASE SOUTHEAST
 AB2661'OF THE SOUTHERNMOST TAXIWAY  THIS STATION IS DESIGNATED AS A SECONDARY
 AB2661'AIRPORT CONTROL STATION (SACS) - MAINE ANA SURVEYS 1995
 AB2661
 AB2661                          STATION RECOVERY (1997)
 AB2661
 AB2661'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 AB2661'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1143 ***********************************************************************
 OC1143  DESIGNATION -  MM 1
 OC1143  PID         -  OC1143
 OC1143  STATE/COUNTY-  ME/CUMBERLAND
 OC1143  USGS QUAD   -  PORTLAND WEST (1978)
 OC1143
 OC1143                         *CURRENT SURVEY CONTROL
 OC1143  ___________________________________________________________________
 OC1143* NAD 83(1986)-  43 39 01.     (N)    070 17 10.     (W)     SCALED    
 OC1143* NAVD 88     -         3.207  (meters)      10.52   (feet)  ADJUSTED  
 OC1143  ___________________________________________________________________
 OC1143  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 OC1143  DYNAMIC HT  -           3.207 (meters)      10.52  (feet)  COMP
 OC1143  MODELED GRAV-     980,499.2   (mgal)                       NAVD 88
 OC1143
 OC1143  VERT ORDER  -  SECOND    CLASS I
 OC1143
 OC1143.The horizontal coordinates were scaled from a topographic map and have
 OC1143.an estimated accuracy of +/- 6 seconds.
 OC1143
 OC1143.The orthometric height was determined by differential leveling
 OC1143.and adjusted by the National Geodetic Survey in June 1991..
 OC1143
 OC1143.The geoid height was determined by GEOID03.
 OC1143
 OC1143.The dynamic height is computed by dividing the NAVD 88
 OC1143.geopotential number by the normal gravity value computed on the
 OC1143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1143.degrees latitude (g = 980.6199 gals.).
 OC1143
 OC1143.The modeled gravity was interpolated from observed gravity values.
 OC1143
 OC1143;                    North         East    Units  Estimated Accuracy
 OC1143;SPC ME W     -    90,760.      890,360.      MT  (+/- 180 meters Scaled)
 OC1143
 OC1143                          SUPERSEDED SURVEY CONTROL
 OC1143
 OC1143  NGVD 29 (??/??/92)    3.424  (m)           11.23   (f) ADJ UNCH    2 1
 OC1143
 OC1143.Superseded values are not recommended for survey control.
 OC1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1143.See file dsdata.txt to determine how the superseded data were derived.
 OC1143
 OC1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ962338(NAD 83)
 OC1143_MARKER: DD = SURVEY DISK
 OC1143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC1143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OC1143_STAMPING: MM-1
 OC1143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC1143+STABILITY: SURFACE MOTION
 OC1143
 OC1143  HISTORY     - Date     Condition        Report By
 OC1143  HISTORY     - UNK      MONUMENTED       MEDT
 OC1143  HISTORY     - 1974     GOOD             MEDT
 OC1143
 OC1143                          STATION DESCRIPTION
 OC1143
 OC1143'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 OC1143'IN PORTLAND.
 OC1143'IN PORTLAND, 700 FEET SOUTHEASTERLY ALONG THE MAINE CENTRAL RAILROAD
 OC1143'TRACKS FROM THE I-295 NORTHBOUND OVERPASS CROSSING THE TRACKS.  A
 OC1143'MAINE STATE HIGHWAY COMMISSION AND JAMES W. SEWALL COMPANY BRASS DISK
 OC1143'IN A 6-INCH CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE GROUND, 28
 OC1143'FEET NORTHEAST OF SOUTHWESTERLY RAILROAD TRACKS AND 29 FEET SOUTHWEST
 OC1143'OF NORTHEASTERLY RAILROAD TRACKS AND 24 FEET NORTHEAST OF THE RAILROAD
 OC1143'SWITCH.  NOTE-- THE MAINE CENTRAL RAILROAD TRACKS ARE THOSE ADJACENT
 OC1143'TO FORE RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1148 ***********************************************************************
 OC1148  DESIGNATION -  MM 2
 OC1148  PID         -  OC1148
 OC1148  STATE/COUNTY-  ME/CUMBERLAND
 OC1148  USGS QUAD   -  PORTLAND WEST (1978)
 OC1148
 OC1148                         *CURRENT SURVEY CONTROL
 OC1148  ___________________________________________________________________
 OC1148* NAD 83(1986)-  43 39 05.     (N)    070 17 18.     (W)     SCALED    
 OC1148* NAVD 88     -         3.997  (meters)      13.11   (feet)  ADJUSTED  
 OC1148  ___________________________________________________________________
 OC1148  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 OC1148  DYNAMIC HT  -           3.996 (meters)      13.11  (feet)  COMP
 OC1148  MODELED GRAV-     980,498.9   (mgal)                       NAVD 88
 OC1148
 OC1148  VERT ORDER  -  SECOND    CLASS I
 OC1148
 OC1148.The horizontal coordinates were scaled from a topographic map and have
 OC1148.an estimated accuracy of +/- 6 seconds.
 OC1148
 OC1148.The orthometric height was determined by differential leveling
 OC1148.and adjusted by the National Geodetic Survey in June 1991..
 OC1148
 OC1148.The geoid height was determined by GEOID03.
 OC1148
 OC1148.The dynamic height is computed by dividing the NAVD 88
 OC1148.geopotential number by the normal gravity value computed on the
 OC1148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1148.degrees latitude (g = 980.6199 gals.).
 OC1148
 OC1148.The modeled gravity was interpolated from observed gravity values.
 OC1148
 OC1148;                    North         East    Units  Estimated Accuracy
 OC1148;SPC ME W     -    90,890.      890,190.      MT  (+/- 180 meters Scaled)
 OC1148
 OC1148                          SUPERSEDED SURVEY CONTROL
 OC1148
 OC1148  NGVD 29 (??/??/92)    4.213  (m)           13.82   (f) ADJ UNCH    2 1
 OC1148
 OC1148.Superseded values are not recommended for survey control.
 OC1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1148.See file dsdata.txt to determine how the superseded data were derived.
 OC1148
 OC1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ961339(NAD 83)
 OC1148_MARKER: DD = SURVEY DISK
 OC1148_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OC1148_SP_SET: BASE
 OC1148_STAMPING: MM-2
 OC1148_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC1148
 OC1148  HISTORY     - Date     Condition        Report By
 OC1148  HISTORY     - UNK      MONUMENTED       MEDT
 OC1148  HISTORY     - 1974     GOOD             MEDT
 OC1148
 OC1148                          STATION DESCRIPTION
 OC1148
 OC1148'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 OC1148'IN PORTLAND.
 OC1148'IN PORTLAND, 311 FEET NORTHWEST ALONG THE MAINE CENTRAL RAILROAD
 OC1148'TRACKS FROM I-295 SOUTHBOUND OVERPASS CROSSING THE TRACKS.  A MAINE
 OC1148'STATE HIGHWAY COMMISSION AND JAMES W. SEWALL COMPANY BRASS DISK SET
 OC1148'FLUSH IN A 3-FOOT SQUARE CONCRETE SIGNAL BASE PROJECTING ABOUT 6
 OC1148'INCHES ABOVE GROUND.  ALSO ABOUT 103 FEET NORTH OF THE OUTLET END OF A
 OC1148'36-INCH DIAMETER FIBERGLASS CULVERT UNDER THE RAILROAD TRACKS. NOTE--
 OC1148'THE MAINE CENTRAL RAILROAD TRACKS ARE THOSE ADJACENT TO FORE RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1146 ***********************************************************************
 OC1146  DESIGNATION -  MMC MEDT
 OC1146  PID         -  OC1146
 OC1146  STATE/COUNTY-  ME/CUMBERLAND
 OC1146  USGS QUAD   -  PORTLAND WEST (1978)
 OC1146
 OC1146                         *CURRENT SURVEY CONTROL
 OC1146  ___________________________________________________________________
 OC1146* NAD 83(1986)-  43 39 15.     (N)    070 16 40.     (W)     SCALED    
 OC1146* NAVD 88     -        44.756  (meters)     146.84   (feet)  ADJUSTED  
 OC1146  ___________________________________________________________________
 OC1146  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 OC1146  DYNAMIC HT  -          44.751 (meters)     146.82  (feet)  COMP
 OC1146  MODELED GRAV-     980,499.6   (mgal)                       NAVD 88
 OC1146
 OC1146  VERT ORDER  -  SECOND    CLASS I
 OC1146
 OC1146.The horizontal coordinates were scaled from a topographic map and have
 OC1146.an estimated accuracy of +/- 6 seconds.
 OC1146
 OC1146.The orthometric height was determined by differential leveling
 OC1146.and adjusted by the National Geodetic Survey in June 1991..
 OC1146
 OC1146.The geoid height was determined by GEOID03.
 OC1146
 OC1146.The dynamic height is computed by dividing the NAVD 88
 OC1146.geopotential number by the normal gravity value computed on the
 OC1146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1146.degrees latitude (g = 980.6199 gals.).
 OC1146
 OC1146.The modeled gravity was interpolated from observed gravity values.
 OC1146
 OC1146;                    North         East    Units  Estimated Accuracy
 OC1146;SPC ME W     -    91,200.      891,040.      MT  (+/- 180 meters Scaled)
 OC1146
 OC1146                          SUPERSEDED SURVEY CONTROL
 OC1146
 OC1146  NGVD 29 (??/??/92)   44.972  (m)          147.55   (f) ADJ UNCH    2 1
 OC1146
 OC1146.Superseded values are not recommended for survey control.
 OC1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1146.See file dsdata.txt to determine how the superseded data were derived.
 OC1146
 OC1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ969342(NAD 83)
 OC1146_MARKER: DD = SURVEY DISK
 OC1146_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OC1146_SP_SET: WALL
 OC1146_STAMPING: MMC 2-25-75
 OC1146_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC1146_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OC1146+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2006
 OC1146
 OC1146  HISTORY     - Date     Condition        Report By
 OC1146  HISTORY     - 1975     MONUMENTED       MEDT
 OC1146  HISTORY     - 19910226 GOOD             USPSQD
 OC1146  HISTORY     - 20060906 GOOD             USPSQD
 OC1146
 OC1146                          STATION DESCRIPTION
 OC1146
 OC1146'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 OC1146'IN PORTLAND.
 OC1146'IN PORTLAND, AT THE MAINE MEDICAL CENTER (THE HIGHEST BUILDING IN THE
 OC1146'CITY), A DISK SET VERTICALLY IN THE BRICK WALL, 4.0 FEET ABOVE THE
 OC1146'CONCRETE SIDEWALK ON THE NORTHEAST SIDE OF MAINE MEDICAL CENTER, 51
 OC1146'FEET NORTHWEST OF THE ADMITTING ENTRANCE, 12.2 FEET SOUTHWESTERLY FROM
 OC1146'THE NE CORNER OF THE BUILDING, 12.6 FEET NORTHEAST FROM THE SW CORNER
 OC1146'OF THE BUILDING, 87 FEET SOUTHWEST OF THE INTERSECTION OF CHARLES
 OC1146'STREET AND ELLSWORTH STREET.
 OC1146
 OC1146                          STATION RECOVERY (1991)
 OC1146
 OC1146'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OC1146'RECOVERED IN GOOD CONDITION.
 OC1146
 OC1146                          STATION RECOVERY (2006)
 OC1146
 OC1146'RECOVERY NOTE BY US POWER SQUADRON 2006 (AMW)
 OC1146'THE DESCRIPTION SHOULD CHANGE.  THE NEW ADMITTING ENTRANCE WAS MOVED
 OC1146'ALONG THE SAME WALL TO THE LEFT. APPROXIMATELY 100 FEET TO THE RIGHT
 OC1146'OF THE NEW ENTRANCE, THERE IS A WALL AT A RIGHT ANGLE TO IT. THE MARK
 OC1146'IS ON THAT SHORT WALL AS DESCRIBED. THE ENTRANCE WAS CHANGED A SHORT
 OC1146'TIME AGO AND THE OLD ONE AND THE IMEDIATE AREA IS STILL UNDER
 OC1146'CONSTRUCTION AND COULD NOT APPROACHED FOR MEASUREMENTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1157 ***********************************************************************
 QG1157  DESIGNATION -  MO 21 A 1 MEHD
 QG1157  PID         -  QG1157
 QG1157  STATE/COUNTY-  ME/PENOBSCOT
 QG1157  USGS QUAD   -  LINCOLN WEST (1988)
 QG1157
 QG1157                         *CURRENT SURVEY CONTROL
 QG1157  ___________________________________________________________________
 QG1157* NAD 83(1986)-  45 21 50.     (N)    068 33 54.     (W)     SCALED    
 QG1157* NAVD 88     -        81.868  (meters)     268.60   (feet)  ADJUSTED  
 QG1157  ___________________________________________________________________
 QG1157  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 QG1157  DYNAMIC HT  -          81.868 (meters)     268.60  (feet)  COMP
 QG1157  MODELED GRAV-     980,619.8   (mgal)                       NAVD 88
 QG1157
 QG1157  VERT ORDER  -  FIRST     CLASS II
 QG1157
 QG1157.The horizontal coordinates were scaled from a topographic map and have
 QG1157.an estimated accuracy of +/- 6 seconds.
 QG1157
 QG1157.The orthometric height was determined by differential leveling
 QG1157.and adjusted by the National Geodetic Survey in June 1991..
 QG1157
 QG1157.The geoid height was determined by GEOID03.
 QG1157
 QG1157.The dynamic height is computed by dividing the NAVD 88
 QG1157.geopotential number by the normal gravity value computed on the
 QG1157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1157.degrees latitude (g = 980.6199 gals.).
 QG1157
 QG1157.The modeled gravity was interpolated from observed gravity values.
 QG1157
 QG1157;                    North         East    Units  Estimated Accuracy
 QG1157;SPC ME E     -   188,580.      294,910.      MT  (+/- 180 meters Scaled)
 QG1157
 QG1157                          SUPERSEDED SURVEY CONTROL
 QG1157
 QG1157.No superseded survey control is available for this station.
 QG1157
 QG1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL340234(NAD 83)
 QG1157_MARKER: DD = SURVEY DISK
 QG1157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG1157_SP_SET: CONCRETE POST
 QG1157_STAMPING: MO 21 A1
 QG1157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG1157+STABILITY: SURFACE MOTION
 QG1157
 QG1157  HISTORY     - Date     Condition        Report By
 QG1157  HISTORY     - UNK      MONUMENTED       MEHD
 QG1157  HISTORY     - 1978     GOOD             NGS
 QG1157
 QG1157                          STATION DESCRIPTION
 QG1157
 QG1157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1157'11.0 MI NORTH FROM HOWLAND.
 QG1157'2.2 MILES WEST ALONG STATE HIGHWAY 116 FROM THE NORTH END OF THE STATE
 QG1157'HIGHWAY 116 BRIDGE ACROSS THE PISCATAQUIS RIVER AT HOWLAND TO A Y-
 QG1157'JUNCTION, THENCE 8.8 MILES NORTHEAST ALONG STATE HIGHWAY 116, 120.7
 QG1157'FT. SOUTHWEST OF THE MATTAMISCONTIS TOWN LINE, 23.9 FT. SOUTHEAST
 QG1157'OF THE CENTER LINE OF THE HIGHWAY, 10.0 FT. WEST OF A TRIANGULAR
 QG1157'BLAZED POPLAR TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2715 ***********************************************************************
 OC2715  DESIGNATION -  MOBIL
 OC2715  PID         -  OC2715
 OC2715  STATE/COUNTY-  ME/YORK
 OC2715  USGS QUAD   -  LIMERICK (1983)
 OC2715
 OC2715                         *CURRENT SURVEY CONTROL
 OC2715  ___________________________________________________________________
 OC2715* NAD 83(1996)-  43 38 34.51981(N)    070 45 18.16606(W)     ADJUSTED  
 OC2715* NAVD 88     -       113.1    (meters)     371.     (feet)  VERTCON   
 OC2715  ___________________________________________________________________
 OC2715  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 OC2715  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 OC2715
 OC2715  HORZ ORDER  -  SECOND
 OC2715
 OC2715.The horizontal coordinates were established by classical geodetic methods
 OC2715.and adjusted by the National Geodetic Survey in March 1998..
 OC2715
 OC2715.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2715.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2715
 OC2715.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2715
 OC2715.The geoid height was determined by GEOID03.
 OC2715
 OC2715;                    North         East     Units Scale Factor Converg.
 OC2715;SPC ME W     -    90,108.429   852,527.760   MT  0.99999438   -0 24 21.9
 OC2715;UTM  19      - 4,833,710.718   358,448.512   MT  0.99984646   -1 12 41.3
 OC2715
 OC2715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2715!SPC ME W     -   0.99998647  x   0.99999438  =   0.99998085
 OC2715!UTM  19      -   0.99998647  x   0.99984646  =   0.99983293
 OC2715
 OC2715|---------------------------------------------------------------------|
 OC2715| PID    Reference Object                     Distance      Geod. Az  |
 OC2715|                                                           dddmmss.s |
 OC2715| OC2713 MOBIL AZ MK A PT 1976               351.584 METERS 14611     |
 OC2715| OC2714 MOBIL AZ MK                         346.759 METERS 14645     |
 OC2715| CE8323 MOBIL RM 2                           20.992 METERS 25344     |
 OC2715| OC2716 MOBIL RM 1                            9.218 METERS 33935     |
 OC2715|---------------------------------------------------------------------|
 OC2715
 OC2715                          SUPERSEDED SURVEY CONTROL
 OC2715
 OC2715  NAD 83(1992)-  43 38 34.51862(N)    070 45 18.16746(W) AD(       ) 2
 OC2715  NAD 83(1986)-  43 38 34.52591(N)    070 45 18.17320(W) AD(       ) 2
 OC2715  NAD 27      -  43 38 34.24475(N)    070 45 19.95764(W) AD(       ) 2
 OC2715  NGVD 29 (07/19/86)  113.3    (m)          372.     (f) VERT ANG       
 OC2715
 OC2715.Superseded values are not recommended for survey control.
 OC2715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2715.See file dsdata.txt to determine how the superseded data were derived.
 OC2715
 OC2715_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ5844933711(NAD 83)
 OC2715_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OC2715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC2715_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC2715_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OC2715+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2005
 OC2715
 OC2715  HISTORY     - Date     Condition        Report By
 OC2715  HISTORY     - 1976     MONUMENTED       NGS
 OC2715  HISTORY     - 20050902 GOOD             GEOCAC
 OC2715
 OC2715                          STATION DESCRIPTION
 OC2715
 OC2715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2715'THE STATION IS LOCATED 5.2 MILES NORTHEAST OF ABBOTT MOUNTAIN,
 OC2715'4.0 MILES SOUTH-SOUTHEAST OF LIMERICK, AND 0.75 MILE NORTH-
 OC2715'NORTHWEST OF NORTH WATERBORO.
 OC2715'
 OC2715'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 4, 202,
 OC2715'AND 5 IN EAST WATERBORO GO 1.9 MILES NORTHWEST ON STATE ROUTE
 OC2715'5 TO A BLINKER LIGHT AND AN INTERSECTION IN WATERBORO CENTER.
 OC2715'CONTINUE NORTHWEST ON STATE ROUTE 5 FOR 2.8 MILES TO ANOTHER
 OC2715'CROSSROADS AND THE NORTH WATERBORO POST OFFICE ON THE LEFT.
 OC2715'CONTINUE STRAIGHT AHEAD FOR 1.65 MILES TO THE AZIMUTH MARK
 OC2715'ON THE LEFT. PROCEED ON ROUTE 5 NORTHWESTERLY FOR ANOTHER
 OC2715'0.25 MILE TO THE STATION ON THE RIGHT.
 OC2715'
 OC2715'THE STATION MARKS ARE STANDARD DISKS STAMPED---MOBIL 1976---.
 OC2715'THE SURFACE MARK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OC2715'POST WHICH IS FLUSH WITH THE GROUND SURFACE. IT IS 35 FEET
 OC2715'SOUTHWEST OF POWER POLE 140, 29.5 FEET NORTHEAST OF THE
 OC2715'CENTERLINE OF STATE ROUTE 5 AND 3.0 FEET WEST-SOUTHWEST
 OC2715'OF A METAL WITNESS POST. THE UNDERGOUND STATION MARK IS
 OC2715'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT
 OC2715'48 INCHES BELOW THE GROUND SURFACE.
 OC2715'
 OC2715'REFERENCE MARK 1, STAMPED---MOBIL RM 1 1976---, IS A STANDARD
 OC2715'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL POST WHICH
 OC2715'IS FLUSH WITH THE GROUND SURFACE. IT IS 38 FEET NORTHEAST
 OC2715'OF THE CENTERLINE OF STATE ROUTE 5, 11 FEET WEST OF POWER
 OC2715'POLE 140 , AND 4 FEET SOUTHWEST OF A METAL WITNESS POST.
 OC2715'
 OC2715'REFERENCE MARK 2, STAMPED---MOBIL RM 2 1976---, IS A STANDARD
 OC2715'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OC2715'CONCRETE POST, FLUSH WITH THE GROUND SURFACE. IT IS 65 FEET
 OC2715'SOUTH-SOUTHWEST OF POWER POLE 140, 36 FEET SOUTHWEST OF THE
 OC2715'CENTERLINE OF STATE ROUTE 5, AND 2.0 FEET NORTH-NORTHWEST OF
 OC2715'A METAL WITNESS POST.
 OC2715'
 OC2715'THE AZIMUTH MARK, STAMPED---MOBIL AZ 1976---, IS A STANDARD
 OC2715'REFERENCE MARK DISK SET IN THE TOP OF A 12-INCH
 OC2715'CYLINDRICAL CONCRETE POST ABOUT 2 INCHES BELOW THE SURFACE
 OC2715'OF THE GROUND. IT IS 49 FEET NORTH OF A HIGHWAY RIGHT OF
 OC2715'WAY MARKER, 25 FEET WEST-SOUTHWEST OF THE CENTERLINE OF
 OC2715'STATE ROUTE 5, 23 FEET NORTH OF THE NORTHEAST CORNER OF A
 OC2715'STONE WALL, AND 10 FEET NORTH OF A METAL WITNESS POST.
 OC2715'
 OC2715'THE HEIGHT OF THE LIGHT ABOVE THE STATION MARK WAS 1.3 METERS.
 OC2715'
 OC2715'DESCRIBED BY JOHN L. OSWALD.
 OC2715
 OC2715                          STATION RECOVERY (2005)
 OC2715
 OC2715'RECOVERY NOTE BY GEOCACHING 2005 (JKS)
 OC2715'RECOVERED MAIN STATION AT THE DESCRIBED LOCATION IN GOOD CONDITION.
 OC2715'DID NOT RECOVER RM 1 OR RM 2. CHANGES TO THE SIDES OF THE ROAD SUGGEST
 OC2715'THEY MAY NO LONGER EXIST. SUBMITTED BY J.K. SNYDER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2714 ***********************************************************************
 OC2714  DESIGNATION -  MOBIL AZ MK
 OC2714  PID         -  OC2714
 OC2714  STATE/COUNTY-  ME/YORK
 OC2714  USGS QUAD   -  LIMERICK (1983)
 OC2714
 OC2714                         *CURRENT SURVEY CONTROL
 OC2714  ___________________________________________________________________
 OC2714* NAD 83(1996)-  43 38 25.12367(N)    070 45 09.68322(W)     ADJUSTED  
 OC2714* NAVD 88     -       118.1    (meters)     387.     (feet)  VERTCON   
 OC2714  ___________________________________________________________________
 OC2714  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 OC2714  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 OC2714
 OC2714  HORZ ORDER  -  SECOND
 OC2714
 OC2714.The horizontal coordinates were established by classical geodetic methods
 OC2714.and adjusted by the National Geodetic Survey in March 1998..
 OC2714
 OC2714.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2714
 OC2714.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2714
 OC2714.The geoid height was determined by GEOID03.
 OC2714
 OC2714;                    North         East     Units Scale Factor Converg.
 OC2714;SPC ME W     -    89,817.104   852,715.830   MT  0.99999416   -0 24 16.0
 OC2714;UTM  19      - 4,833,416.822   358,632.442   MT  0.99984582   -1 12 35.2
 OC2714
 OC2714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2714!SPC ME W     -   0.99998569  x   0.99999416  =   0.99997985
 OC2714!UTM  19      -   0.99998569  x   0.99984582  =   0.99983151
 OC2714
 OC2714|---------------------------------------------------------------------|
 OC2714| PID    Reference Object                     Distance      Geod. Az  |
 OC2714|                                                           dddmmss.s |
 OC2714| OC2713 MOBIL AZ MK A PT 1976                 5.943 METERS 11045     |
 OC2714| OC2715 MOBIL                               346.759 METERS 32645     |
 OC2714|---------------------------------------------------------------------|
 OC2714
 OC2714                          SUPERSEDED SURVEY CONTROL
 OC2714
 OC2714  NAD 83(1992)-  43 38 25.12249(N)    070 45 09.68462(W) AD(       ) 2
 OC2714  NAD 83(1986)-  43 38 25.12980(N)    070 45 09.69048(W) AD(       ) 2
 OC2714  NAD 27      -  43 38 24.84848(N)    070 45 11.47521(W) AD(       ) 2
 OC2714  NGVD 29 (07/19/86)  118.3    (m)          388.     (f) VERT ANG       
 OC2714
 OC2714.Superseded values are not recommended for survey control.
 OC2714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2714.See file dsdata.txt to determine how the superseded data were derived.
 OC2714
 OC2714_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ5863233417(NAD 83)
 OC2714_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OC2714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC2714_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC2714
 OC2714  HISTORY     - Date     Condition        Report By
 OC2714  HISTORY     - 1976     MONUMENTED       NGS
 OC2714  HISTORY     - 20050902 MARK NOT FOUND   GEOCAC
 OC2714
 OC2714                          STATION DESCRIPTION
 OC2714
 OC2714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2714'THIS STATION WAS ESTABLISHED BY AN EDM MEASUREMENT FROM
 OC2714'TRAVERSE STATION MOBIL 1976.  SEE DESCRIPTION THEREOF.
 OC2714'
 OC2714'DESCRIBED BY GREGORY S. NELSON.
 OC2714'
 OC2714'THE HEIGHT OF LIGHT ABOVE THE STATION WAS 1.0 METER.
 OC2714
 OC2714                          STATION RECOVERY (2005)
 OC2714
 OC2714'RECOVERY NOTE BY GEOCACHING 2005 (JKS)
 OC2714'MARK NOT FOUND. CHANGES TO THE SIDES OF THE ROAD SUGGEST IT MAY NO
 OC2714'LONGER EXIST. SUBMITTED BY J.K. SNYDER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0251 ***********************************************************************
 QH0251  DESIGNATION -  MOCCASIN IBC
 QH0251  PID         -  QH0251
 QH0251  STATE/COUNTY-  ME/FRANKLIN
 QH0251  USGS QUAD   -  KIBBY MOUNTAIN (1970)
 QH0251
 QH0251                         *CURRENT SURVEY CONTROL
 QH0251  ___________________________________________________________________
 QH0251* NAD 83(1996)-  45 26 07.27758(N)    070 36 51.63743(W)     ADJUSTED  
 QH0251* NAVD 88     -      1092.     (meters)    3583.     (feet)  SCALED    
 QH0251  ___________________________________________________________________
 QH0251  LAPLACE CORR-           4.94  (seconds)                    DEFLEC99
 QH0251  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 QH0251
 QH0251  HORZ ORDER  -  SECOND
 QH0251
 QH0251.The horizontal coordinates were established by classical geodetic methods
 QH0251.and adjusted by the National Geodetic Survey in March 1998..
 QH0251
 QH0251.The orthometric height was scaled from a topographic map.
 QH0251
 QH0251.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0251
 QH0251.The geoid height was determined by GEOID03.
 QH0251
 QH0251;                    North         East     Units Scale Factor Converg.
 QH0251;SPC ME W     -   289,211.154   864,971.582   MT  0.99998175   -0 19 08.2
 QH0251;UTM  19      - 5,032,582.174   373,732.470   MT  0.99979603   -1 09 01.1
 QH0251
 QH0251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0251!SPC ME W     -   0.99983285  x   0.99998175  =   0.99981460
 QH0251!UTM  19      -   0.99983285  x   0.99979603  =   0.99962891
 QH0251
 QH0251:                Primary Azimuth Mark                     Grid Az
 QH0251:SPC ME W     -  KIBBY IBC                                108 54 54.0
 QH0251:UTM  19      -  KIBBY IBC                                109 44 46.9
 QH0251
 QH0251|---------------------------------------------------------------------|
 QH0251| PID    Reference Object                     Distance      Geod. Az  |
 QH0251|                                                           dddmmss.s |
 QH0251| QH0255 KIBBY IBC                           APPROX. 5.8 KM 1083545.8 |
 QH0251|---------------------------------------------------------------------|
 QH0251
 QH0251                          SUPERSEDED SURVEY CONTROL
 QH0251
 QH0251  NAD 83(1992)-  45 26 07.27578(N)    070 36 51.63168(W) AD(       ) 2
 QH0251  NAD 83(1992)-  45 26 07.28112(N)    070 36 51.62647(W) AD(       ) 2
 QH0251  NAD 83(1986)-  45 26 07.27759(N)    070 36 51.63540(W) AD(       ) 2
 QH0251  NAD 27      -  45 26 07.10300(N)    070 36 53.37800(W) AD(       ) 2
 QH0251
 QH0251.Superseded values are not recommended for survey control.
 QH0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0251.See file dsdata.txt to determine how the superseded data were derived.
 QH0251
 QH0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL7373232582(NAD 83)
 QH0251_MARKER: DD = SURVEY DISK
 QH0251_SETTING: 66 = SET IN ROCK OUTCROP
 QH0251_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 QH0251_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QH0251+STABILITY: POSITION/ELEVATION WELL
 QH0251
 QH0251  HISTORY     - Date     Condition        Report By
 QH0251  HISTORY     - 1915     MONUMENTED       IBC
 QH0251  HISTORY     - 1941     GOOD             IBC
 QH0251
 QH0251                          STATION DESCRIPTION
 QH0251
 QH0251'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1915 (JH)
 QH0251'IN TOWNSHIP 7, RANGE 1, ON THE SECOND PEAK EAST OF MONUMENT 411 OF
 QH0251'THE BOUNDARY.  THE STATION IS LOCATED ON THE SUMMIT OF THE RIDGE
 QH0251'ABOUT 250 FEET SOUTH OF THE NORTH END OF THE RIDGE.
 QH0251'
 QH0251'STATION MARK--A BRONZE DISK CEMENTED IN A DRILL HOLE IN SOLID ROCK.
 QH0251
 QH0251                          STATION RECOVERY (1941)
 QH0251
 QH0251'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941 (FHB)
 QH0251'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1304 ***********************************************************************
 QG1304  DESIGNATION -  MOHAWK RESET
 QG1304  PID         -  QG1304
 QG1304  STATE/COUNTY-  ME/PENOBSCOT
 QG1304  USGS QUAD   -  LINCOLN WEST (1988)
 QG1304
 QG1304                         *CURRENT SURVEY CONTROL
 QG1304  ___________________________________________________________________
 QG1304* NAD 83(1996)-  45 19 27.34775(N)    068 36 50.19648(W)     ADJUSTED  
 QG1304* NAVD 88     -        66.32   (+/-2cm)     217.6    (feet)  VERTCON   
 QG1304  ___________________________________________________________________
 QG1304  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 QG1304  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 QG1304
 QG1304  HORZ ORDER  -  SECOND
 QG1304  VERT ORDER  -  THIRD ? (See Below)
 QG1304
 QG1304.The horizontal coordinates were established by classical geodetic methods
 QG1304.and adjusted by the National Geodetic Survey in March 1998..
 QG1304
 QG1304.The NAVD 88 height was computed by applying the VERTCON shift value to
 QG1304.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QG1304.The vertical order pertains to the NGVD 29 superseded value.
 QG1304
 QG1304.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1304
 QG1304.The geoid height was determined by GEOID03.
 QG1304
 QG1304;                    North         East     Units Scale Factor Converg.
 QG1304;SPC ME E     -   184,183.214   291,067.631   MT  0.99990098   -0 04 51.7
 QG1304;UTM  19      - 5,019,045.447   530,255.045   MT  0.99961125   +0 16 28.3
 QG1304
 QG1304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1304!SPC ME E     -   0.99999344  x   0.99990098  =   0.99989442
 QG1304!UTM  19      -   0.99999344  x   0.99961125  =   0.99960469
 QG1304
 QG1304|---------------------------------------------------------------------|
 QG1304| PID    Reference Object                     Distance      Geod. Az  |
 QG1304|                                                           dddmmss.s |
 QG1304| QG0489 MOHAWK RM 2                          26.682 METERS 04041     |
 QG1304| QG1409 LINCOLN EASTERN CORP TANK           APPROX. 9.3 KM 0593013.2 |
 QG1304| QG1404 ROLLINS MTN LOOKOUT TOWER           APPROX.20.8 KM 0701520.8 |
 QG1304| QG0484 GORDEN                              APPROX. 3.2 KM 2192226.5 |
 QG1304| QG0490 MOHAWK RM 1                          28.705 METERS 32752     |
 QG1304| CE8967 MOHAWK AZ MK                                       3320814.2 |
 QG1304|---------------------------------------------------------------------|
 QG1304
 QG1304                          SUPERSEDED SURVEY CONTROL
 QG1304
 QG1304  NAD 83(1992)-  45 19 27.34657(N)    068 36 50.19465(W) AD(       ) 2
 QG1304  NAD 83(1986)-  45 19 27.35317(N)    068 36 50.20098(W) AD(       ) 2
 QG1304  NAD 27      -  45 19 27.15160(N)    068 36 52.09340(W) AD(       ) 2
 QG1304  NGVD 29 (07/19/86)   66.50   (m)          218.2    (f) LEVELING    3  
 QG1304
 QG1304.Superseded values are not recommended for survey control.
 QG1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1304.See file dsdata.txt to determine how the superseded data were derived.
 QG1304
 QG1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL3025519045(NAD 83)
 QG1304_MARKER: DS = TRIANGULATION STATION DISK
 QG1304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG1304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG1304_STAMPING: MOHAWK 1958 1982
 QG1304_MARK LOGO: NGS   
 QG1304_PROJECTION: PROJECTING 20 CENTIMETERS
 QG1304_MAGNETIC: N = NO MAGNETIC MATERIAL
 QG1304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG1304+STABILITY: SURFACE MOTION
 QG1304
 QG1304  HISTORY     - Date     Condition        Report By
 QG1304  HISTORY     - 1982     MONUMENTED       NGS
 QG1304  HISTORY     - 1982     GOOD             NGS
 QG1304  HISTORY     - 19820921 GOOD             NGS
 QG1304
 QG1304                          STATION DESCRIPTION
 QG1304
 QG1304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QG1304'12.7 KM (7.85 MI) NW FROM HOWLAND.
 QG1304'FROM THE INTERSECTION JUST NORTH OF THE BRIDGE OVER THE PISCATAQUIS
 QG1304'RIVER IN HOWLAND, GO NORTHWEST ALONG STATE HIGHWAY 116 FOR 3.5 KM
 QG1304'(2.15 MI) TO A FORK, TAKE THE RIGHT FORK AND GO NORTH ALONG STATE
 QG1304'HIGHWAY 116 FOR 6.1 KM (3.8 MI) TO THE MATTAMIS-HOWLAND TOWN LINE,
 QG1304'CONTINUE NORTH ALONG STATE HIGHWAY 116 FOR 2.8 KM (1.75 MI) TO A
 QG1304'WOODS ROAD ON THE LEFT, 125 YARDS BEFORE REACHING A POWERLINE
 QG1304'CROSSING, TURN LEFT AND GO NORTHWEST ALONG WOODS ROAD FOR 0.1 KM
 QG1304'(0.05 MI) TO A FORK, TAKE THE RIGHT FORK AND GO NORTH ALONG WOODS
 QG1304'ROAD FOR 0.2 KM (0.1 MI) TO THE MARK ON THE LEFT. NOTE-THE LAST
 QG1304'0.15 MILE IS A FOUR WHEEL DRIVE, 12.8 METERS (42.0 FT) SOUTH-SOUTHWEST
 QG1304'OF THE CENTER OF A FORK OF TWO WOODS ROADS, 7.6 METERS (25.0 FT)
 QG1304'SOUTHWEST OF A 12-INCH TRIANGULAR BLAZED OAK TREE, 6.7 METERS
 QG1304'(22.0 FT) NORTH-NORTHWEST OF AN TWIN TRUNKED 12-INCH HEMLOCK TREE,
 QG1304'AND 6.1 METERS (20.0 FT) WEST-SOUTHWEST OF THE CENTER OF THE
 QG1304'WOODS ROAD.
 QG1304'THE MARK IS 2.0 FT  N FROM A WITNESS POST.
 QG1304
 QG1304                          STATION RECOVERY (1982)
 QG1304
 QG1304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 QG1304'THE AZIMUTH MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 QG1304'CONDITION.  THE STATION MARK TILE WAS FOUND WITH THE TOP 16 INCHES
 QG1304'BROKEN OFF.  A NEW STATION MARK WAS SET USING THE DISTANCES AND
 QG1304'DIRECTIONS TO THE REFERENCE.  NO UNDERGROUND MARK WAS SET AS IT IS A
 QG1304'PACK STATION.  THE STATION MARK IS A PRE-CAST MONUMENT WITH A DISK IN
 QG1304'THE TOP.  THE MONUMENT IS 48 INCHES LONG.  A NEW DESCRIPTION FOLLOWS.
 QG1304' 
 QG1304'THE STATION IS LOCATED ABOUT 10.5 KM (6.50 MI) NORTH NORTHEAST OF
 QG1304'HOWLAND, 9.7 KM (6.00 MI) SOUTHWEST OF LINCOLN, 0.4 KM (0.25 MI) WEST
 QG1304'OF THE MOHAWK RAPIDS AND ON A LOW HEAVY TIMBERED RIDGE.  TO REACH THE
 QG1304'STATION FROM THE INTERSECTION JUST NORTH OF THE BRIDGE OVER THE
 QG1304'PISCATAQUIS RIVER, IN HOWLAND, GO NORTHWEST ON STATE HIGHWAY 116 FOR
 QG1304'3.5 KM (2.15 MI) TO A FORK.  TAKE THE RIGHT FORK AND GO NORTH ON
 QG1304'HIGHWAY 116 FOR 6.1 KM (3.80 MI) TO THE MATTAMISCONTIS-HOWLAND TOWN
 QG1304'LINE.  CONTINUE NORTH ON HIGHWAY 116 FOR 2.8 KM (1.75 MI) TO A WOODS
 QG1304'ROAD ON THE LEFT, 125 YARDS BEFORE REACHING A POWERLINE CROSSING.
 QG1304'TURN LEFT AND GO NORTHWEST ON THE WOODS ROAD FOR 0.1 KM (0.05 MI) TO A
 QG1304'FORK.  TAKE THE RIGHT FORK AND GO NORTH ON A WOODS ROAD FOR 0.2 KM
 QG1304'(0.10 MI) TO THE STATION ON THE LEFT.  NOTE- THE LAST 0.15 MI (0.24
 QG1304'KM) IS A 4-WHEEL DRIVE.  THE ROAD IS BADLY RUTTED AND THE LAST 0.1 MI
 QG1304'(0.2 KM) YOU CAN FOLLOW THE RUTTED ROAD RIGHT TO THE STATION.
 QG1304' 
 QG1304'THE STATION IS A STANDARD NGS DISK STAMPED--MOHAWK 1958 1982--, SET
 QG1304'INTO THE TOP OF A SQUARE CONCRETE MONUMENT 6 INCHES OR 15 CM ON SIDE
 QG1304'PROJECTING 8 INCHES OR 20 CM ABOVE THE GROUND LOCATED 42.0 FT (12.8 M)
 QG1304'SSE FROM THE CENTER OF A FORK OF TWO WOODS ROADS, 25.0 FT (7.6 M) SW
 QG1304'FROM A 12-INCH TRIANGULAR BLAZED OAK TREE, 22.0 FT (6.7 M) NNW FROM A
 QG1304'TWIN TRUCKED 12-INCH HEMLOCK TREE, 20.0 FT (6.1 M) WSW FROM THE CENTER
 QG1304'OF WOODS ROAD, AND 2.0 FT (0.6 M) N FROM A METAL WITNESS POST.
 QG1304'REFERENCE MARK NO 1 IS A STANDARD NGS DISK STAMPED--MOHAWK NO 1
 QG1304'1958--, SET IN CONCRETE IN THE TOP OF A 5-INCH TILE PIPE THAT PROJECTS
 QG1304'10 CM OR 4 INCHES.  IT IS LOCATED 96.0 FT (29.3 M) NNW FROM THE METAL
 QG1304'WITNESS POST, 77.0 FT (23.5 M) NW FROM THE 12-INCH TRIANGULAR BLAZED
 QG1304'OAK TREE, 11.0 FT (3.4 M) W FROM THE CENTER OF THE WOODS ROAD, AND 1.0
 QG1304'FT (0.3 M) LOWER THAN THE STATION.  REFERENCE MARK NO 2 IS A STANDARD
 QG1304'NGS DISK STAMPED--MOHAWK NO 2 1958--, SET IN CONCRETE IN THE TOP OF A
 QG1304'5-INCH TILE PIPE THAT PROJECTS 10 CM OR 4 INCHES.  IT IS LOCATED 87.5
 QG1304'FT (26.7 M) NE FROM THE METAL WITNESS POST, 67.0 FT (20.4 M) NE FROM
 QG1304'THE CENTER OF THE WOODS ROAD, AND 67.0 FT (20.4 M) ESE FROM THE
 QG1304'12-INCH TRIANGULAR BLAZED OAK TREE.  AZIMUTH MARK NO 1 IS A STANDARD
 QG1304'NGS DISK STAMPED--MOHAWK 1958--, SET IN CONCRETE IN THE TOP OF A
 QG1304'5-INCH TILE PIPE THAT PROJECTS 10 CM OR 4 INCHES LOCATED 28.0 FT (8.5
 QG1304'M) W FROM THE CENTER OF WOODS ROAD, 9.5 FT (2.9 M) NNW FROM A 10-INCH
 QG1304'TRIANGULAR BLAZED HEMLOCK TREE, AND 2.5 FT (0.8 M) S FROM A METAL
 QG1304'WITNESS POST.  TO REACH THE AZIMUTH MARK FROM THE STATION, GO
 QG1304'NORTHWEST ON THE WOODS ROAD FOR ABOUT 100 YARDS TO THE MARK ON THE
 QG1304'LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0490 ***********************************************************************
 QG0490  DESIGNATION -  MOHAWK RM 1
 QG0490  PID         -  QG0490
 QG0490  STATE/COUNTY-  ME/PENOBSCOT
 QG0490  USGS QUAD   -  LINCOLN WEST (1988)
 QG0490
 QG0490                         *CURRENT SURVEY CONTROL
 QG0490  ___________________________________________________________________
 QG0490* NAD 83(1986)-  45 19 27.     (N)    068 36 50.     (W)     SCALED    
 QG0490* NAVD 88     -        66.014  (meters)     216.58   (feet)  ADJUSTED  
 QG0490  ___________________________________________________________________
 QG0490  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 QG0490  DYNAMIC HT  -          66.014 (meters)     216.58  (feet)  COMP
 QG0490  MODELED GRAV-     980,618.8   (mgal)                       NAVD 88
 QG0490
 QG0490  VERT ORDER  -  SECOND    CLASS 0
 QG0490
 QG0490.The horizontal coordinates were scaled from a topographic map and have
 QG0490.an estimated accuracy of +/- 6 seconds.
 QG0490
 QG0490.The orthometric height was determined by differential leveling
 QG0490.and adjusted by the National Geodetic Survey in June 1991..
 QG0490
 QG0490.The geoid height was determined by GEOID03.
 QG0490
 QG0490.The dynamic height is computed by dividing the NAVD 88
 QG0490.geopotential number by the normal gravity value computed on the
 QG0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0490.degrees latitude (g = 980.6199 gals.).
 QG0490
 QG0490.The modeled gravity was interpolated from observed gravity values.
 QG0490
 QG0490;                    North         East    Units  Estimated Accuracy
 QG0490;SPC ME E     -   184,170.      291,070.      MT  (+/- 180 meters Scaled)
 QG0490
 QG0490                          SUPERSEDED SURVEY CONTROL
 QG0490
 QG0490  NGVD 29 (??/??/92)   66.203  (m)          217.20   (f) ADJ UNCH    2 0
 QG0490
 QG0490.Superseded values are not recommended for survey control.
 QG0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0490.See file dsdata.txt to determine how the superseded data were derived.
 QG0490
 QG0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL302190(NAD 83)
 QG0490_MARKER: DR = REFERENCE MARK DISK
 QG0490_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QG0490_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QG0490_STAMPING: MOHAWK NO 1 1958
 QG0490_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG0490
 QG0490  HISTORY     - Date     Condition        Report By
 QG0490  HISTORY     - 1958     MONUMENTED       CGS
 QG0490  HISTORY     - 1959     GOOD             NGS
 QG0490  HISTORY     - 1982     GOOD             NGS
 QG0490
 QG0490                          STATION DESCRIPTION
 QG0490
 QG0490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QG0490'7.6 MI N FROM HOWLAND.
 QG0490'7.5 MILES NORTH ALONG STATE HIGHWAY 116 FROM THE NORTH END OF
 QG0490'THE LARGE STATE HIGHWAY 116 BRIDGE OVER THE PISCATAQUIS RIVER AT
 QG0490'HOWLAND, THENCE 0.15 MILE WEST ALONG A DIM WOODS ROAD, 94.2 FEET
 QG0490'NORTHWEST OF STATION, 9 FEET WEST OF THE APPROXIMATE CENTER OF
 QG0490'TRACK ROAD, SET IN THE TOP OF A 4 INCH CONCRETE FILLED TILE PIPE
 QG0490'PROJECTING 4 INCHES ABOVE THE GROUND, AND ABOUT LEVEL WITH THE
 QG0490'ROAD.
 QG0490
 QG0490                          STATION RECOVERY (1982)
 QG0490
 QG0490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QG0490'TO REACH THE MARK FROM THE INTERSECTION JUST NORTH OF THE BRIDGE OVER
 QG0490'THE PISCATAQUIS RIVER IN HOWLAND, GO NORTHWEST AND NORTH ON STATE
 QG0490'HIGHWAY 116 FOR 7.3 KM (5.95 MI) TO THE MATTAMIS CONTIS-HOWLAND TOWN
 QG0490'LINE. CONTINUE NORTH ON HIGHWAY 116 FOR 2.8 KM (1.75 MI) TO A WOODS
 QG0490'ROAD ON THE LEFT, 125 YARDS BEFORE REACHING A POWERLINE CROSSING.
 QG0490'TURN LEFT AND GO NORTHWEST ON THE WOODS ROAD FOR 0.1 KM (0.05 MI) TO
 QG0490'A FORK. TAKE THE RIGHT FORK AND GO NORTH ON THE WOODS ROAD FOR 0.2 KM
 QG0490'(0.1 MI) TO THE MARK ON THE LEFT. IT IS 23.5 METERS (77 FT) NORTHWEST
 QG0490'OF A 12-INCH TRIANGULAR BLAZED OAK TREE AND 3.4 METERS (11.0 FT) WEST
 QG0490'OF THE CENTER OF THE WOODS ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0489 ***********************************************************************
 QG0489  DESIGNATION -  MOHAWK RM 2
 QG0489  PID         -  QG0489
 QG0489  STATE/COUNTY-  ME/PENOBSCOT
 QG0489  USGS QUAD   -  LINCOLN WEST (1988)
 QG0489
 QG0489                         *CURRENT SURVEY CONTROL
 QG0489  ___________________________________________________________________
 QG0489* NAD 83(1986)-  45 19 27.     (N)    068 36 50.     (W)     SCALED    
 QG0489* NAVD 88     -        66.314  (meters)     217.57   (feet)  ADJUSTED  
 QG0489  ___________________________________________________________________
 QG0489  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 QG0489  DYNAMIC HT  -          66.314 (meters)     217.57  (feet)  COMP
 QG0489  MODELED GRAV-     980,618.8   (mgal)                       NAVD 88
 QG0489
 QG0489  VERT ORDER  -  SECOND    CLASS 0
 QG0489
 QG0489.The horizontal coordinates were scaled from a topographic map and have
 QG0489.an estimated accuracy of +/- 6 seconds.
 QG0489
 QG0489.The orthometric height was determined by differential leveling
 QG0489.and adjusted by the National Geodetic Survey in June 1991..
 QG0489
 QG0489.The geoid height was determined by GEOID03.
 QG0489
 QG0489.The dynamic height is computed by dividing the NAVD 88
 QG0489.geopotential number by the normal gravity value computed on the
 QG0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0489.degrees latitude (g = 980.6199 gals.).
 QG0489
 QG0489.The modeled gravity was interpolated from observed gravity values.
 QG0489
 QG0489;                    North         East    Units  Estimated Accuracy
 QG0489;SPC ME E     -   184,170.      291,070.      MT  (+/- 180 meters Scaled)
 QG0489
 QG0489                          SUPERSEDED SURVEY CONTROL
 QG0489
 QG0489  NGVD 29 (??/??/92)   66.503  (m)          218.19   (f) ADJ UNCH    2 0
 QG0489
 QG0489.Superseded values are not recommended for survey control.
 QG0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0489.See file dsdata.txt to determine how the superseded data were derived.
 QG0489
 QG0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL302190(NAD 83)
 QG0489_MARKER: DR = REFERENCE MARK DISK
 QG0489_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QG0489_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QG0489_STAMPING: MOHAWK NO 2 1958
 QG0489_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG0489
 QG0489  HISTORY     - Date     Condition        Report By
 QG0489  HISTORY     - 1958     MONUMENTED       CGS
 QG0489  HISTORY     - 1959     GOOD             NGS
 QG0489  HISTORY     - 1982     GOOD             NGS
 QG0489
 QG0489                          STATION DESCRIPTION
 QG0489
 QG0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QG0489'7.6 MI N FROM HOWLAND.
 QG0489'7.5 MILES NORTH ALONG STATE HIGHWAY 116 FROM THE NORTH END OF THE
 QG0489'LARGE STATE HIGHWAY 116 BRIDGE OVER THE PISCATAQUIS RIVER AT
 QG0489'HOWLAND, THENCE 0.15 MILE WEST ALONG A DIM WOODS ROAD, 87.5 FEET
 QG0489'NORTHEAST OF THE STATION, 66 FEET NORTHEAST OF THE APPROXIMATE
 QG0489'CENTER OF TRACK ROAD, ABOUT LEVEL WITH THE ROAD, SET IN THE TOP
 QG0489'OF A 4-INCH CONCRETE FILLED TILE PIPE PROJECTING 4 INCHES ABOVE THE
 QG0489'GROUND.
 QG0489
 QG0489                          STATION RECOVERY (1982)
 QG0489
 QG0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QG0489'TO REACH THE MARK FROM THE INTERSECTION JUST NORTH OF THE BRIDGE OVER
 QG0489'THE PISCATAQUIS RIVER IN HOWLAND, GO NORTHWEST AND NORTH ON STATE
 QG0489'HIGHWAY 116 FOR 7.3 KM (5.95 MI) TO THE MATTAMISCONTIS-HOWLAND TOWN
 QG0489'LINE. CONTINUE NORTH ON HIGHWAY 116 FOR 2.8 KM (1.75 MI) TO A WOODS
 QG0489'ROAD ON THE LEFT, 125 YARDS BEFORE REACHING A POWERLINE CROSSING .
 QG0489'TURN LEFT AND GO NORTHWEST ON THE WOODS ROAD FOR 0.1 KM (0.05 MI) TO
 QG0489'A FORK TAKE THE RIGHT FORK AND GO NORTH ON THE WOODS ROAD FOR 0.2 KM
 QG0489'(0.1 MI) TO THE MARK ON THE RIGHT. IT IS 20.4 METERS (67.0 FT)
 QG0489'NORTHEAST OF THE CENTER OF WOODS ROAD AND 20.4 METERS (67.0 FT)
 QG0489'EAST-SOUTHEAST OF A 12-INCH TRIANGULAR BLAZED OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0984 ***********************************************************************
 PD0984  DESIGNATION -  MOLL 1959
 PD0984  PID         -  PD0984
 PD0984  STATE/COUNTY-  ME/WASHINGTON
 PD0984  USGS QUAD   -  MACHIAS BAY (1993)
 PD0984
 PD0984                         *CURRENT SURVEY CONTROL
 PD0984  ___________________________________________________________________
 PD0984* NAD 83(1996)-  44 38 58.78447(N)    067 19 54.35481(W)     ADJUSTED  
 PD0984* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 PD0984  ___________________________________________________________________
 PD0984  LAPLACE CORR-           5.69  (seconds)                    DEFLEC99
 PD0984  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 PD0984
 PD0984  HORZ ORDER  -  THIRD
 PD0984
 PD0984.The horizontal coordinates were established by classical geodetic methods
 PD0984.and adjusted by the National Geodetic Survey in March 1998..
 PD0984
 PD0984.The orthometric height was scaled from a topographic map.
 PD0984
 PD0984.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0984
 PD0984.The geoid height was determined by GEOID03.
 PD0984
 PD0984;                    North         East     Units Scale Factor Converg.
 PD0984;SPC ME E     -   109,878.900   392,662.029   MT  1.00000555   +0 49 15.8
 PD0984;UTM  19      - 4,945,387.091   632,281.453   MT  0.99981518   +1 10 21.2
 PD0984
 PD0984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0984!SPC ME E     -   1.00000311  x   1.00000555  =   1.00000866
 PD0984!UTM  19      -   1.00000311  x   0.99981518  =   0.99981829
 PD0984
 PD0984:                Primary Azimuth Mark                     Grid Az
 PD0984:SPC ME E     -  FLETCHER 1882                            322 27 23.1
 PD0984:UTM  19      -  FLETCHER 1882                            322 06 17.7
 PD0984
 PD0984|---------------------------------------------------------------------|
 PD0984| PID    Reference Object                     Distance      Geod. Az  |
 PD0984|                                                           dddmmss.s |
 PD0984| PD1032 FLETCHER 1882                       APPROX. 6.6 KM 3231638.9 |
 PD0984|---------------------------------------------------------------------|
 PD0984
 PD0984                          SUPERSEDED SURVEY CONTROL
 PD0984
 PD0984  NAD 83(1992)-  44 38 58.78043(N)    067 19 54.35217(W) AD(       ) 3
 PD0984  NAD 83(1986)-  44 38 58.77642(N)    067 19 54.35449(W) AD(       ) 3
 PD0984  NAD 27      -  44 38 58.49900(N)    067 19 56.39800(W) AD(       ) 3
 PD0984
 PD0984.Superseded values are not recommended for survey control.
 PD0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0984.See file dsdata.txt to determine how the superseded data were derived.
 PD0984
 PD0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK3228145387(NAD 83)
 PD0984_MARKER: Z = SEE DESCRIPTION
 PD0984_SETTING: 0 = UNSPECIFIED SETTING
 PD0984_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PD0984
 PD0984  HISTORY     - Date     Condition        Report By
 PD0984  HISTORY     - 1959     MONUMENTED       CGS
 PD0984
 PD0984                          STATION DESCRIPTION
 PD0984
 PD0984'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GFW)
 PD0984'STATION IS LOCATED ABOUT 8.0 MILES SE OF MACHIAS, ON CHANCE
 PD0984'ISLAND IN MACHIAS BAY.  THE STATION IS ON THE HIGHEST POINT ON
 PD0984'THE ISLAND IN ROCK LEDGE OUTCROP WITH AN UNOBSTRUCTED VIEW IN
 PD0984'ALL DIRECTIONS.
 PD0984'
 PD0984'STATION IS MARKED BY A TOPOGRAPHIC STATION DISK CEMENTED IN A
 PD0984'DRILL HOLE IN THE LEDGE AND STAMPED MOLL 1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0010 ***********************************************************************
 RE0010  DESIGNATION -  MON 16 RM 1
 RE0010  PID         -  RE0010
 RE0010  STATE/COUNTY-  ME/AROOSTOOK
 RE0010  USGS QUAD   -  HOULTON SOUTH (1984)
 RE0010
 RE0010                         *CURRENT SURVEY CONTROL
 RE0010  ___________________________________________________________________
 RE0010* NAD 83(1986)-  46 06 44.     (N)    067 46 52.     (W)     SCALED    
 RE0010* NAVD 88     -       245.287  (meters)     804.75   (feet)  ADJUSTED  
 RE0010  ___________________________________________________________________
 RE0010  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 RE0010  DYNAMIC HT  -         245.300 (meters)     804.79  (feet)  COMP
 RE0010  MODELED GRAV-     980,661.0   (mgal)                       NAVD 88
 RE0010
 RE0010  VERT ORDER  -  SECOND    CLASS 0
 RE0010
 RE0010.This mark is at Houlton Airport (HUL)
 RE0010
 RE0010.The horizontal coordinates were scaled from a topographic map and have
 RE0010.an estimated accuracy of +/- 6 seconds.
 RE0010
 RE0010.The orthometric height was determined by differential leveling
 RE0010.and adjusted by the National Geodetic Survey in June 1991..
 RE0010
 RE0010.The geoid height was determined by GEOID03.
 RE0010
 RE0010.The dynamic height is computed by dividing the NAVD 88
 RE0010.geopotential number by the normal gravity value computed on the
 RE0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0010.degrees latitude (g = 980.6199 gals.).
 RE0010
 RE0010.The modeled gravity was interpolated from observed gravity values.
 RE0010
 RE0010;                    North         East    Units  Estimated Accuracy
 RE0010;SPC ME E     -   272,000.      355,570.      MT  (+/- 180 meters Scaled)
 RE0010
 RE0010                          SUPERSEDED SURVEY CONTROL
 RE0010
 RE0010  NGVD 29 (??/??/92)  245.477  (m)          805.37   (f) ADJ UNCH    2 0
 RE0010
 RE0010.Superseded values are not recommended for survey control.
 RE0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0010.See file dsdata.txt to determine how the superseded data were derived.
 RE0010
 RE0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM941072(NAD 83)
 RE0010_MARKER: DR = REFERENCE MARK DISK
 RE0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RE0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RE0010_STAMPING: MON NO 16 NO 1 1916
 RE0010_MAGNETIC: N = NO MAGNETIC MATERIAL
 RE0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RE0010+STABILITY: SURFACE MOTION
 RE0010
 RE0010  HISTORY     - Date     Condition        Report By
 RE0010  HISTORY     - 1916     MONUMENTED       CGS
 RE0010  HISTORY     - 1959     GOOD             NGS
 RE0010  HISTORY     - 19951014 POOR             CHANCE
 RE0010
 RE0010                          STATION DESCRIPTION
 RE0010
 RE0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RE0010'0.9 MI SE FROM HOULTON AIRPORT.
 RE0010'ABOUT 0.4 MILE SOUTHWEST ALONG AN ASPHALT ROAD FROM THE FIRE
 RE0010'STATION AT THE HOULTON INTERNATIONAL AIRPORT, THENCE 0.5 MILE
 RE0010'EASTERLY UPHILL ALONG A GRAVELED ROAD TO TOP OF HILL AND
 RE0010'UNITED STATES-CANADIAN BORDER, ON A HILL LOCALLY KNOWN AS HOVEY
 RE0010'HILL, AT THE EXTREME SOUTHEAST CORNER OF THE HOULTON AIRPORT,
 RE0010'NEAR THE AIRPORT BEACON, SET AT THE WEST EDGE OF A CLEAR LINE
 RE0010'AND 18 FEET WEST OF THE APPROXIMATE CENTERLINE OF A CLEARED
 RE0010'LINE, 83 FEET SOUTHWEST OF THE STATION, SET IN A CONCRETE POST
 RE0010'PROJECTING 2 INCHES ABOVE THE GROUND.
 RE0010
 RE0010                          STATION RECOVERY (1995)
 RE0010
 RE0010'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KB)
 RE0010'RECOVERED AS DESCRIBED.  MONUMENT HAS BEEN DISTURBED.  CONCRETE POST
 RE0010'IS OUT OF GROUND AND LYING ON ITS SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0011 ***********************************************************************
 RE0011  DESIGNATION -  MON 16 RM 2
 RE0011  PID         -  RE0011
 RE0011  STATE/COUNTY-  ME/AROOSTOOK
 RE0011  USGS QUAD   -  HOULTON SOUTH (1984)
 RE0011
 RE0011                         *CURRENT SURVEY CONTROL
 RE0011  ___________________________________________________________________
 RE0011* NAD 83(1986)-  46 06 44.     (N)    067 46 52.     (W)     SCALED    
 RE0011* NAVD 88     -       244.832  (meters)     803.25   (feet)  ADJUSTED  
 RE0011  ___________________________________________________________________
 RE0011  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 RE0011  DYNAMIC HT  -         244.845 (meters)     803.30  (feet)  COMP
 RE0011  MODELED GRAV-     980,661.0   (mgal)                       NAVD 88
 RE0011
 RE0011  VERT ORDER  -  SECOND    CLASS 0
 RE0011
 RE0011.This mark is at Houlton Airport (HUL)
 RE0011
 RE0011.The horizontal coordinates were scaled from a topographic map and have
 RE0011.an estimated accuracy of +/- 6 seconds.
 RE0011
 RE0011.The orthometric height was determined by differential leveling
 RE0011.and adjusted by the National Geodetic Survey in June 1991..
 RE0011
 RE0011.The geoid height was determined by GEOID03.
 RE0011
 RE0011.The dynamic height is computed by dividing the NAVD 88
 RE0011.geopotential number by the normal gravity value computed on the
 RE0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0011.degrees latitude (g = 980.6199 gals.).
 RE0011
 RE0011.The modeled gravity was interpolated from observed gravity values.
 RE0011
 RE0011;                    North         East    Units  Estimated Accuracy
 RE0011;SPC ME E     -   272,000.      355,570.      MT  (+/- 180 meters Scaled)
 RE0011
 RE0011                          SUPERSEDED SURVEY CONTROL
 RE0011
 RE0011  NGVD 29 (??/??/92)  245.022  (m)          803.88   (f) ADJ UNCH    2 0
 RE0011
 RE0011.Superseded values are not recommended for survey control.
 RE0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0011.See file dsdata.txt to determine how the superseded data were derived.
 RE0011
 RE0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM941072(NAD 83)
 RE0011_MARKER: DR = REFERENCE MARK DISK
 RE0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RE0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RE0011_STAMPING: MON NO 16 NO 2 1916
 RE0011_MAGNETIC: N = NO MAGNETIC MATERIAL
 RE0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RE0011+STABILITY: SURFACE MOTION
 RE0011
 RE0011  HISTORY     - Date     Condition        Report By
 RE0011  HISTORY     - 1916     MONUMENTED       CGS
 RE0011  HISTORY     - 1959     GOOD             NGS
 RE0011  HISTORY     - 19951014 POOR             CHANCE
 RE0011
 RE0011                          STATION DESCRIPTION
 RE0011
 RE0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RE0011'0.9 MI SW FROM HOULTON AIRPORT.
 RE0011'ABOUT 0.4 MILE SOUTHWEST ALONG AN ASPHALT ROAD FROM THE FIRE
 RE0011'STATION AT THE HOULTON INTERNATIONAL AIRPORT, THENCE 0.5 MILE
 RE0011'EASTERLY UPHILL ALONG A GRAVELED ROAD TO TOP OF HILL AND
 RE0011'UNITED STATES-CANADIAN BORDER, ON A HILL LOCALLY KNOWN AS
 RE0011'HOVEY HILL, AT THE EXTREME SOUTHEAST CORNER OF THE HOULTON
 RE0011'AIRPORT, 35 FEET EAST OF THE SOUTHEAST LEG OF THE HOULTON AIRPORT
 RE0011'BEACON, 74.7 FEET NORTHWEST OF THE STATION, SET IN A CONCRETE
 RE0011'POST PROJECTING 4 INCHES ABOVE THE GROUND.
 RE0011
 RE0011                          STATION RECOVERY (1995)
 RE0011
 RE0011'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KB)
 RE0011'RECOVERED AS DESCRIBED.  MONUMENT IS TILTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0005 ***********************************************************************
 RE0005  DESIGNATION -  MON 18
 RE0005  PID         -  RE0005
 RE0005  STATE/COUNTY-  ME/AROOSTOOK
 RE0005  USGS QUAD   -  HOULTON NORTH (1984)
 RE0005
 RE0005                         *CURRENT SURVEY CONTROL
 RE0005  ___________________________________________________________________
 RE0005* NAD 83(1996)-  46 07 56.67292(N)    067 46 52.50213(W)     ADJUSTED  
 RE0005* NAVD 88     -       159.835  (meters)     524.39   (feet)  ADJUSTED  
 RE0005  ___________________________________________________________________
 RE0005  LAPLACE CORR-           3.85  (seconds)                    DEFLEC99
 RE0005  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 RE0005  DYNAMIC HT  -         159.843 (meters)     524.42  (feet)  COMP
 RE0005  MODELED GRAV-     980,665.4   (mgal)                       NAVD 88
 RE0005
 RE0005  HORZ ORDER  -  SECOND
 RE0005  VERT ORDER  -  SECOND    CLASS 0
 RE0005
 RE0005.The horizontal coordinates were established by classical geodetic methods
 RE0005.and adjusted by the National Geodetic Survey in March 1998..
 RE0005
 RE0005.The orthometric height was determined by differential leveling
 RE0005.and adjusted by the National Geodetic Survey in June 1991..
 RE0005
 RE0005.The Laplace correction was computed from DEFLEC99 derived deflections.
 RE0005
 RE0005.The geoid height was determined by GEOID03.
 RE0005
 RE0005.The dynamic height is computed by dividing the NAVD 88
 RE0005.geopotential number by the normal gravity value computed on the
 RE0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0005.degrees latitude (g = 980.6199 gals.).
 RE0005
 RE0005.The modeled gravity was interpolated from observed gravity values.
 RE0005
 RE0005;                    North         East     Units Scale Factor Converg.
 RE0005;SPC ME E     -   274,241.254   355,538.134   MT  0.99993791   +0 31 05.5
 RE0005;UTM  19      - 5,109,481.152   594,144.958   MT  0.99970895   +0 52 43.4
 RE0005
 RE0005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RE0005!SPC ME E     -   0.99997862  x   0.99993791  =   0.99991653
 RE0005!UTM  19      -   0.99997862  x   0.99970895  =   0.99968758
 RE0005
 RE0005:                Primary Azimuth Mark                     Grid Az
 RE0005:SPC ME E     -  AIRPORT BCN HOULTON INTL APT             179 55 40.0
 RE0005:UTM  19      -  AIRPORT BCN HOULTON INTL APT             179 34 02.1
 RE0005
 RE0005|---------------------------------------------------------------------|
 RE0005| PID    Reference Object                     Distance      Geod. Az  |
 RE0005|                                                           dddmmss.s |
 RE0005| RE0707 AIRPORT BCN HOULTON INTL APT        APPROX. 2.2 KM 1802645.5 |
 RE0005| RE0008 HUL ARP                             APPROX. 1.2 KM 2213009.2 |
 RE0005| RE0703 HOULTON TV INC MAST                 APPROX. 3.7 KM 2461505.0 |
 RE0005| RE0694 HOULTON GARRISON HILL FLAGPOLE      APPROX. 2.6 KM 2613109.1 |
 RE0005|---------------------------------------------------------------------|
 RE0005
 RE0005                          SUPERSEDED SURVEY CONTROL
 RE0005
 RE0005  NAD 83(1992)-  46 07 56.67025(N)    067 46 52.50322(W) AD(       ) 2
 RE0005  NAD 83(1986)-  46 07 56.67650(N)    067 46 52.52892(W) AD(       ) 2
 RE0005  NAD 27      -  46 07 56.49000(N)    067 46 54.47000(W) AD(       ) 2
 RE0005  NGVD 29 (??/??/92)  160.024  (m)          525.01   (f) ADJ UNCH    2 0
 RE0005
 RE0005.Superseded values are not recommended for survey control.
 RE0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0005.See file dsdata.txt to determine how the superseded data were derived.
 RE0005
 RE0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM9414509481(NAD 83)
 RE0005_MARKER: Z = SEE DESCRIPTION
 RE0005_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RE0005_SP_SET: CONCRETE BASE
 RE0005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RE0005
 RE0005  HISTORY     - Date     Condition        Report By
 RE0005  HISTORY     - 1908     MONUMENTED       IBC
 RE0005  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RE0005  HISTORY     - 1959     GOOD             NGS
 RE0005  HISTORY     - 1981     GOOD             IBC
 RE0005
 RE0005                          STATION DESCRIPTION
 RE0005
 RE0005'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (GCR)
 RE0005'THE MONUMENT WAS ONE OF THE 1843 OBELISK SHAPED CAST - IRON (OR A
 RE0005'COPY OF ONE) SET SO THAT ABOUT 3 FEET OF IT PROJECTED FROM THE TOP
 RE0005'OF AN APPROXIMATELY 3 FEET SQUARE CONCRETE BASE, WHOSE TOP SLOPED
 RE0005'DOWN FROM THE INTERSECTION WITH THE POST.  THE NUMBER OF THE MONUMENT
 RE0005'WAS STAMPED ON THE TOP OF THE BASE.
 RE0005'
 RE0005'THIS MONUMENT WAS SET 78 FEET NORTH OF THE POSITION OF THE 1843
 RE0005'MONUMENT WITH THE SAME NUMBER.  NO DESCRIPTION WAS WRITTEN FOR THIS
 RE0005'MONUMENT AT THIS TIME.
 RE0005
 RE0005                          STATION RECOVERY (1959)
 RE0005
 RE0005'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (HRL)
 RE0005'STATION IS LOCATED ABOUT 2-1/2 MILES EAST OF HOULTON NEAR THE
 RE0005'U.S. AND CANADIAN CUSTOMS AND ON THE U.S.-CANADIAN
 RE0005'BOUNDARY.  STATION IS 33 FEET EAST OF UTILITY POLE AND 16 FEET
 RE0005'WEST OF EDGE OF WOODS.  STATION MARK IS AN IRON MONUMENT SET IN
 RE0005'A 4 X 4 FOOT CONCRETE BASE, PROJECTS 4.5 FEET AND IS MARKED BY
 RE0005'AN X ON TOP THE IRON MONUMENT.
 RE0005'
 RE0005'TO REACH STATION FROM THE HOULTON POST OFFICE GO EAST ON
 RE0005'U.S. HIGHWAY 2, MILITARY STREET, FOR 3.0 MILES TO THE ENTRANCE
 RE0005'TO THE HOULTON INTERNATIONAL AIRPORT.  CONTINUE EAST FOR 0.1 MILE
 RE0005'TO DRIVEWAY RIGHT.  TURN RIGHT ON DRIVEWAY AND GO ABOUT 30 YARDS
 RE0005'TO LIVESTOCK INSPECTION SHED.  PACK SOUTH ALONG BOUNDARY LINE FOR
 RE0005'60 YARDS TO STATION AS DESCRIBED.
 RE0005'
 RE0005'NOTE--NO DESCRIPTION AVAILABLE IN 1908.
 RE0005
 RE0005                          STATION RECOVERY (1959)
 RE0005
 RE0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 RE0005'0.2 MI E FROM HOULTON.
 RE0005'ABOUT 0.15 MILE EAST ALONG U.S. HIGHWAY 2 FROM THE T JUNCTION
 RE0005'OF THE ASPHALT ROAD LEADING TO THE HOULTON INTERNATIONAL
 RE0005'AIRPORT, AT THE UNITED-STATE- CANADIAN BORDER, ABOUT 60 YARDS
 RE0005'SOUTH OF THE INSPECTION BUILDING (LIVESTOCK) ABOUT 90 YARDS
 RE0005'EAST OF THE CENTER LINE OF U.S. HIGHWAY 2, 33 FEET EAST OF A
 RE0005'POWER LINE POLE, 16 FEET WEST OF THE WEST EDGE OF A WOODED AREA
 RE0005'IN CANADA, SET IN TOP OF A 4-BY-4-FOOT CONCRETE BASE PROJECTING
 RE0005'4 1/2 FEET ABOVE THE GROUND AND MARKED BY AN X.
 RE0005
 RE0005                          STATION RECOVERY (1981)
 RE0005
 RE0005'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1981 (BJR)
 RE0005'NO STAMPING.
 RE0005'
 RE0005'STATION RECOVERED GOOD.
 RE0005'
 RE0005'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2.5 MI. EAST OF
 RE0005'HOULTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0871 ***********************************************************************
 SF0871  DESIGNATION -  MON 181 A IBC
 SF0871  PID         -  SF0871
 SF0871  STATE/COUNTY-  ME/AROOSTOOK
 SF0871  USGS QUAD   -  ESTCOURT (1987)
 SF0871
 SF0871                         *CURRENT SURVEY CONTROL
 SF0871  ___________________________________________________________________
 SF0871* NAD 83(1996)-  47 26 55.25178(N)    069 14 09.38671(W)     ADJUSTED  
 SF0871* NAVD 88     -       234.     (meters)     768.     (feet)  SCALED    
 SF0871  ___________________________________________________________________
 SF0871  LAPLACE CORR-           3.34  (seconds)                    DEFLEC99
 SF0871  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 SF0871
 SF0871  HORZ ORDER  -  THIRD
 SF0871
 SF0871.The horizontal coordinates were established by classical geodetic methods
 SF0871.and adjusted by the National Geodetic Survey in March 1998..
 SF0871
 SF0871.The orthometric height was scaled from a topographic map.
 SF0871
 SF0871.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0871
 SF0871.The geoid height was determined by GEOID03.
 SF0871
 SF0871;                    North         East     Units Scale Factor Converg.
 SF0871;SPC ME E     -   420,563.716   244,503.266   MT  0.99993784   -0 32 31.8
 SF0871;UTM  19      - 5,255,053.349   482,213.188   MT  0.99960389   -0 10 25.7
 SF0871
 SF0871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0871!SPC ME E     -   0.99996737  x   0.99993784  =   0.99990521
 SF0871!UTM  19      -   0.99996737  x   0.99960389  =   0.99957128
 SF0871
 SF0871:                Primary Azimuth Mark                     Grid Az
 SF0871:SPC ME E     -  MONUMENT 181 IBC                         035 26 44.0
 SF0871:UTM  19      -  MONUMENT 181 IBC                         035 04 37.9
 SF0871
 SF0871|---------------------------------------------------------------------|
 SF0871| PID    Reference Object                     Distance      Geod. Az  |
 SF0871|                                                           dddmmss.s |
 SF0871| SF0870 MONUMENT 181 IBC                    APPROX. 0.7 KM 0345412.2 |
 SF0871|---------------------------------------------------------------------|
 SF0871
 SF0871                          SUPERSEDED SURVEY CONTROL
 SF0871
 SF0871  NAD 83(1992)-  47 26 55.22477(N)    069 14 09.38700(W) AD(       ) 3
 SF0871  NAD 83(1986)-  47 26 55.23163(N)    069 14 09.38346(W) AD(       ) 3
 SF0871  NAD 27      -  47 26 55.14100(N)    069 14 11.24200(W) AD(       ) 3
 SF0871
 SF0871.Superseded values are not recommended for survey control.
 SF0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0871.See file dsdata.txt to determine how the superseded data were derived.
 SF0871
 SF0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN8221355053(NAD 83)
 SF0871_MARKER: Z = SEE DESCRIPTION
 SF0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF0871_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF0871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF0871+STABILITY: SURFACE MOTION
 SF0871
 SF0871  HISTORY     - Date     Condition        Report By
 SF0871  HISTORY     - 1912     MONUMENTED       IBC
 SF0871  HISTORY     - 1939     POOR             IBC
 SF0871  HISTORY     - 1960     POOR             IBC
 SF0871  HISTORY     - 1976     GOOD             IBC
 SF0871
 SF0871                          STATION DESCRIPTION
 SF0871
 SF0871'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (JB)
 SF0871'THE STATION MARK IS A SMALL CONCRETE OR GRANITE MONUMENT CONSISTING
 SF0871'OF AN 8 - 18 INCH TALL OBELISK PROJECTING ABOVE A SQUARE CONCRETE
 SF0871'BLOCK.  ---CANADA,--- ---U.S.--- ---TREATY 1842---AND THE NUMBER OF
 SF0871'THE MONUMENT AND THE YEAR IT WAS MONUMENTED ARE INSCRIBED ON THE
 SF0871'SIDES OF THE CONCRETE BLOCK.
 SF0871
 SF0871                          STATION RECOVERY (1939)
 SF0871
 SF0871'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1939
 SF0871'FOUND WITH CORNERS AND PEAK OF CONCRETE POST BROKEN.  REPAIRS
 SF0871'CONSISTED OF BUILDING UP THESE BROKEN PLACES WITH NEW CONCRETE.
 SF0871
 SF0871                          STATION RECOVERY (1960)
 SF0871
 SF0871'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1960
 SF0871'CONCRETE MONUMENT WITH 10 - INCH - SQUARE CONCRETE POST.  NEW POST
 SF0871'INSTALLED AND BASE REPAIRED.
 SF0871
 SF0871                          STATION RECOVERY (1976)
 SF0871
 SF0871'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1976
 SF0871'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0872 ***********************************************************************
 SF0872  DESIGNATION -  MON 182 IBC
 SF0872  PID         -  SF0872
 SF0872  STATE/COUNTY-  ME/AROOSTOOK
 SF0872  USGS QUAD   -  ESTCOURT (1987)
 SF0872
 SF0872                         *CURRENT SURVEY CONTROL
 SF0872  ___________________________________________________________________
 SF0872* NAD 83(1996)-  47 26 30.66487(N)    069 14 34.67135(W)     ADJUSTED  
 SF0872* NAVD 88     -       246.     (meters)     807.     (feet)  SCALED    
 SF0872  ___________________________________________________________________
 SF0872  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 SF0872  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 SF0872
 SF0872  HORZ ORDER  -  THIRD
 SF0872
 SF0872.The horizontal coordinates were established by classical geodetic methods
 SF0872.and adjusted by the National Geodetic Survey in March 1998..
 SF0872
 SF0872.The orthometric height was scaled from a topographic map.
 SF0872
 SF0872.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0872
 SF0872.The geoid height was determined by GEOID03.
 SF0872
 SF0872;                    North         East     Units Scale Factor Converg.
 SF0872;SPC ME E     -   419,809.510   243,966.378   MT  0.99993857   -0 32 50.2
 SF0872;UTM  19      - 5,254,295.961   481,681.338   MT  0.99960412   -0 10 44.3
 SF0872
 SF0872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0872!SPC ME E     -   0.99996549  x   0.99993857  =   0.99990406
 SF0872!UTM  19      -   0.99996549  x   0.99960412  =   0.99956963
 SF0872
 SF0872:                Primary Azimuth Mark                     Grid Az
 SF0872:SPC ME E     -  MON 181 A IBC                            035 26 43.7
 SF0872:UTM  19      -  MON 181 A IBC                            035 04 37.8
 SF0872
 SF0872|---------------------------------------------------------------------|
 SF0872| PID    Reference Object                     Distance      Geod. Az  |
 SF0872|                                                           dddmmss.s |
 SF0872| SF0871 MON 181 A IBC                       APPROX. 0.9 KM 0345353.5 |
 SF0872|---------------------------------------------------------------------|
 SF0872
 SF0872                          SUPERSEDED SURVEY CONTROL
 SF0872
 SF0872  NAD 83(1992)-  47 26 30.63851(N)    069 14 34.67182(W) AD(       ) 3
 SF0872  NAD 83(1986)-  47 26 30.64528(N)    069 14 34.66820(W) AD(       ) 3
 SF0872  NAD 27      -  47 26 30.55600(N)    069 14 36.52500(W) AD(       ) 3
 SF0872
 SF0872.Superseded values are not recommended for survey control.
 SF0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0872.See file dsdata.txt to determine how the superseded data were derived.
 SF0872
 SF0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN8168154296(NAD 83)
 SF0872_MARKER: Z = SEE DESCRIPTION
 SF0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF0872_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF0872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF0872+STABILITY: SURFACE MOTION
 SF0872
 SF0872  HISTORY     - Date     Condition        Report By
 SF0872  HISTORY     - 1845     MONUMENTED       IBC
 SF0872  HISTORY     - 1928     POOR             IBC
 SF0872  HISTORY     - 1976     GOOD             IBC
 SF0872
 SF0872                          STATION DESCRIPTION
 SF0872
 SF0872'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 SF0872'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 SF0872'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 SF0872'CONCRETE BASE.  THE NUMBER OF THE
 SF0872'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 SF0872'INSCRIBED IN THE CONCRETE BASE.
 SF0872
 SF0872                          STATION RECOVERY (1928)
 SF0872
 SF0872'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1928
 SF0872'CONCRETE BASE BROKEN, BASE RESTORED BY BONDING NEW CONCRETE TO OLD
 SF0872'BASE.
 SF0872
 SF0872                          STATION RECOVERY (1976)
 SF0872
 SF0872'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1976
 SF0872'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF1063 ***********************************************************************
 SF1063  DESIGNATION -  MON 183 IBC
 SF1063  PID         -  SF1063
 SF1063  STATE/COUNTY-  ME/AROOSTOOK
 SF1063  USGS QUAD   -  SAINT ELEUTHERE (1987)
 SF1063
 SF1063                         *CURRENT SURVEY CONTROL
 SF1063  ___________________________________________________________________
 SF1063* NAD 83(1996)-  47 25 47.90241(N)    069 15 18.62780(W)     ADJUSTED  
 SF1063* NAVD 88     -       287.     (meters)     942.     (feet)  SCALED    
 SF1063  ___________________________________________________________________
 SF1063  LAPLACE CORR-           3.39  (seconds)                    DEFLEC99
 SF1063  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 SF1063
 SF1063  HORZ ORDER  -  THIRD
 SF1063
 SF1063.The horizontal coordinates were established by classical geodetic methods
 SF1063.and adjusted by the National Geodetic Survey in March 1998..
 SF1063
 SF1063.The orthometric height was scaled from a topographic map.
 SF1063
 SF1063.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF1063
 SF1063.The geoid height was determined by GEOID03.
 SF1063
 SF1063;                    North         East     Units Scale Factor Converg.
 SF1063;SPC ME E     -   418,497.881   243,032.688   MT  0.99993987   -0 33 22.2
 SF1063;UTM  19      - 5,252,978.798   480,756.407   MT  0.99960455   -0 11 16.5
 SF1063
 SF1063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF1063!SPC ME E     -   0.99995906  x   0.99993987  =   0.99989894
 SF1063!UTM  19      -   0.99995906  x   0.99960455  =   0.99956363
 SF1063
 SF1063:                Primary Azimuth Mark                     Grid Az
 SF1063:SPC ME E     -  MON 182 IBC                              035 26 43.2
 SF1063:UTM  19      -  MON 182 IBC                              035 04 37.5
 SF1063
 SF1063|---------------------------------------------------------------------|
 SF1063| PID    Reference Object                     Distance      Geod. Az  |
 SF1063|                                                           dddmmss.s |
 SF1063| SF0872 MON 182 IBC                         APPROX. 1.6 KM 0345321.0 |
 SF1063|---------------------------------------------------------------------|
 SF1063
 SF1063                          SUPERSEDED SURVEY CONTROL
 SF1063
 SF1063  NAD 83(1992)-  47 25 47.87718(N)    069 15 18.62857(W) AD(       ) 3
 SF1063  NAD 83(1986)-  47 25 47.88378(N)    069 15 18.62483(W) AD(       ) 3
 SF1063  NAD 27      -  47 25 47.79600(N)    069 15 20.47800(W) AD(       ) 3
 SF1063
 SF1063.Superseded values are not recommended for survey control.
 SF1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF1063.See file dsdata.txt to determine how the superseded data were derived.
 SF1063
 SF1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN8075652979(NAD 83)
 SF1063_MARKER: Z = SEE DESCRIPTION
 SF1063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF1063_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF1063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF1063+STABILITY: SURFACE MOTION
 SF1063
 SF1063  HISTORY     - Date     Condition        Report By
 SF1063  HISTORY     - 1845     MONUMENTED       IBC
 SF1063  HISTORY     - 1928     POOR             IBC
 SF1063  HISTORY     - 1976     GOOD             IBC
 SF1063
 SF1063                          STATION DESCRIPTION
 SF1063
 SF1063'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 SF1063'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 SF1063'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 SF1063'CONCRETE BASE.  THE NUMBER OF THE
 SF1063'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 SF1063'INSCRIBED IN THE CONCRETE BASE.
 SF1063
 SF1063                          STATION RECOVERY (1928)
 SF1063
 SF1063'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1928
 SF1063'CONCRETE BASE BROKEN, BASE RESTORED BY BONDING NEW CONCRETE TO OLD
 SF1063'BASE.
 SF1063
 SF1063                          STATION RECOVERY (1976)
 SF1063
 SF1063'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1976
 SF1063'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF1065 ***********************************************************************
 SF1065  DESIGNATION -  MON 184 A IBC
 SF1065  PID         -  SF1065
 SF1065  STATE/COUNTY-  ME/AROOSTOOK
 SF1065  USGS QUAD   -  SAINT ELEUTHERE (1987)
 SF1065
 SF1065                         *CURRENT SURVEY CONTROL
 SF1065  ___________________________________________________________________
 SF1065* NAD 83(1996)-  47 24 42.04875(N)    069 16 26.27169(W)     ADJUSTED  
 SF1065* NAVD 88     -       366.     (meters)    1201.     (feet)  SCALED    
 SF1065  ___________________________________________________________________
 SF1065  LAPLACE CORR-           3.67  (seconds)                    DEFLEC99
 SF1065  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 SF1065
 SF1065  HORZ ORDER  -  THIRD
 SF1065
 SF1065.The horizontal coordinates were established by classical geodetic methods
 SF1065.and adjusted by the National Geodetic Survey in March 1998..
 SF1065.No horizontal observational check was made to the station.
 SF1065
 SF1065.The orthometric height was scaled from a topographic map.
 SF1065
 SF1065.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF1065
 SF1065.The geoid height was determined by GEOID03.
 SF1065
 SF1065;                    North         East     Units Scale Factor Converg.
 SF1065;SPC ME E     -   416,478.267   241,595.027   MT  0.99994191   -0 34 11.4
 SF1065;UTM  19      - 5,250,950.669   479,332.233   MT  0.99960525   -0 12 06.1
 SF1065
 SF1065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF1065!SPC ME E     -   0.99994668  x   0.99994191  =   0.99988859
 SF1065!UTM  19      -   0.99994668  x   0.99960525  =   0.99955195
 SF1065
 SF1065                          SUPERSEDED SURVEY CONTROL
 SF1065
 SF1065  NAD 83(1992)-  47 24 42.02524(N)    069 16 26.27292(W) AD(       ) 3
 SF1065  NAD 83(1986)-  47 24 42.03159(N)    069 16 26.26898(W) AD(       ) 3
 SF1065  NAD 27      -  47 24 41.94900(N)    069 16 28.11600(W) AD(       ) 3
 SF1065
 SF1065.Superseded values are not recommended for survey control.
 SF1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF1065.See file dsdata.txt to determine how the superseded data were derived.
 SF1065
 SF1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN7933250951(NAD 83)
 SF1065_MARKER: DD = SURVEY DISK
 SF1065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF1065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SF1065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF1065+STABILITY: SURFACE MOTION
 SF1065
 SF1065  HISTORY     - Date     Condition        Report By
 SF1065  HISTORY     - 1951     MONUMENTED       IBC
 SF1065  HISTORY     - 1968     GOOD             IBC
 SF1065
 SF1065                          STATION DESCRIPTION
 SF1065
 SF1065'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1951
 SF1065'A STANDARD IBC BRONZE LINE TABLET SET IN A CONCRETE BASE 1-1/2 FEET
 SF1065'IN CIRCUMFERENCE AND 2-1/2 FEET IN DEPTH, ON THE NORTHWESTERLY SIDE
 SF1065'OF THE ROAD CROSSING THE BOUNDARY ABOUT 4 MILES SOUTHWESTERLY FROM
 SF1065'ESTCOURT, QUEBEC.
 SF1065
 SF1065                          STATION RECOVERY (1968)
 SF1065
 SF1065'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1968
 SF1065'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF1066 ***********************************************************************
 SF1066  DESIGNATION -  MON 184 B IBC
 SF1066  PID         -  SF1066
 SF1066  STATE/COUNTY-  ME/AROOSTOOK
 SF1066  USGS QUAD   -  SAINT ELEUTHERE (1987)
 SF1066
 SF1066                         *CURRENT SURVEY CONTROL
 SF1066  ___________________________________________________________________
 SF1066* NAD 83(1996)-  47 24 41.63009(N)    069 16 26.70155(W)     ADJUSTED  
 SF1066* NAVD 88     -       381.     (meters)    1250.     (feet)  SCALED    
 SF1066  ___________________________________________________________________
 SF1066  LAPLACE CORR-           3.67  (seconds)                    DEFLEC99
 SF1066  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 SF1066
 SF1066  HORZ ORDER  -  THIRD
 SF1066
 SF1066.The horizontal coordinates were established by classical geodetic methods
 SF1066.and adjusted by the National Geodetic Survey in March 1998..
 SF1066
 SF1066.The orthometric height was scaled from a topographic map.
 SF1066
 SF1066.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF1066
 SF1066.The geoid height was determined by GEOID03.
 SF1066
 SF1066;                    North         East     Units Scale Factor Converg.
 SF1066;SPC ME E     -   416,465.429   241,585.888   MT  0.99994192   -0 34 11.7
 SF1066;UTM  19      - 5,250,937.777   479,323.179   MT  0.99960525   -0 12 06.4
 SF1066
 SF1066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF1066!SPC ME E     -   0.99994433  x   0.99994192  =   0.99988625
 SF1066!UTM  19      -   0.99994433  x   0.99960525  =   0.99954960
 SF1066
 SF1066|---------------------------------------------------------------------|
 SF1066| PID    Reference Object                     Distance      Geod. Az  |
 SF1066|                                                           dddmmss.s |
 SF1066| SF1065 MON 184 A IBC                        15.760 METERS 03453     |
 SF1066| SF1067 MON 185 IBC                         APPROX. 0.7 KM 2145228.8 |
 SF1066|---------------------------------------------------------------------|
 SF1066
 SF1066                          SUPERSEDED SURVEY CONTROL
 SF1066
 SF1066  NAD 83(1992)-  47 24 41.60660(N)    069 16 26.70278(W) AD(       ) 3
 SF1066  NAD 83(1986)-  47 24 41.61294(N)    069 16 26.69884(W) AD(       ) 3
 SF1066  NAD 27      -  47 24 41.53000(N)    069 16 28.54600(W) AD(       ) 3
 SF1066
 SF1066.Superseded values are not recommended for survey control.
 SF1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF1066.See file dsdata.txt to determine how the superseded data were derived.
 SF1066
 SF1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN7932350938(NAD 83)
 SF1066_MARKER: DD = SURVEY DISK
 SF1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF1066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SF1066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF1066+STABILITY: SURFACE MOTION
 SF1066
 SF1066  HISTORY     - Date     Condition        Report By
 SF1066  HISTORY     - 1951     MONUMENTED       IBC
 SF1066  HISTORY     - 1968     GOOD             IBC
 SF1066
 SF1066                          STATION DESCRIPTION
 SF1066
 SF1066'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1951
 SF1066'A STANDARD IBC BRONZE LINE TABLET SET IN A CONCRETE BASE 1-1/2 FEET
 SF1066'IN CIRCUMFERENCE AND 2-1/2 FEET IN DEPTH, ON THE SOUTHEASTERLY SIDE
 SF1066'OF THE ROAD CROSSING THE BOUNDARY ABOUT 4 MILES SOUTHWESTERLY FROM
 SF1066'ESTCOURT, QUEBEC.
 SF1066
 SF1066                          STATION RECOVERY (1968)
 SF1066
 SF1066'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1968
 SF1066'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF1064 ***********************************************************************
 SF1064  DESIGNATION -  MON 184 IBC
 SF1064  PID         -  SF1064
 SF1064  STATE/COUNTY-  ME/AROOSTOOK
 SF1064  USGS QUAD   -  SAINT ELEUTHERE (1987)
 SF1064
 SF1064                         *CURRENT SURVEY CONTROL
 SF1064  ___________________________________________________________________
 SF1064* NAD 83(1996)-  47 25 05.12017(N)    069 16 02.57974(W)     ADJUSTED  
 SF1064* NAVD 88     -       366.     (meters)    1201.     (feet)  SCALED    
 SF1064  ___________________________________________________________________
 SF1064  LAPLACE CORR-           3.50  (seconds)                    DEFLEC99
 SF1064  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 SF1064
 SF1064  HORZ ORDER  -  THIRD
 SF1064
 SF1064.The horizontal coordinates were established by classical geodetic methods
 SF1064.and adjusted by the National Geodetic Survey in March 1998..
 SF1064
 SF1064.The orthometric height was scaled from a topographic map.
 SF1064
 SF1064.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF1064
 SF1064.The geoid height was determined by GEOID03.
 SF1064
 SF1064;                    North         East     Units Scale Factor Converg.
 SF1064;SPC ME E     -   417,185.788   242,098.674   MT  0.99994119   -0 33 54.2
 SF1064;UTM  19      - 5,251,661.172   479,831.155   MT  0.99960500   -0 11 48.8
 SF1064
 SF1064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF1064!SPC ME E     -   0.99994668  x   0.99994119  =   0.99988788
 SF1064!UTM  19      -   0.99994668  x   0.99960500  =   0.99955170
 SF1064
 SF1064:                Primary Azimuth Mark                     Grid Az
 SF1064:SPC ME E     -  MON 183 IBC                              035 26 42.5
 SF1064:UTM  19      -  MON 183 IBC                              035 04 37.1
 SF1064
 SF1064|---------------------------------------------------------------------|
 SF1064| PID    Reference Object                     Distance      Geod. Az  |
 SF1064|                                                           dddmmss.s |
 SF1064| SF1063 MON 183 IBC                         APPROX. 1.6 KM 0345248.3 |
 SF1064|---------------------------------------------------------------------|
 SF1064
 SF1064                          SUPERSEDED SURVEY CONTROL
 SF1064
 SF1064  NAD 83(1992)-  47 25 05.09606(N)    069 16 02.58080(W) AD(       ) 3
 SF1064  NAD 83(1986)-  47 25 05.10249(N)    069 16 02.57693(W) AD(       ) 3
 SF1064  NAD 27      -  47 25 05.01700(N)    069 16 04.42700(W) AD(       ) 3
 SF1064
 SF1064.Superseded values are not recommended for survey control.
 SF1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF1064.See file dsdata.txt to determine how the superseded data were derived.
 SF1064
 SF1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN7983151661(NAD 83)
 SF1064_MARKER: Z = SEE DESCRIPTION
 SF1064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF1064_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF1064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF1064+STABILITY: SURFACE MOTION
 SF1064
 SF1064  HISTORY     - Date     Condition        Report By
 SF1064  HISTORY     - 1845     MONUMENTED       IBC
 SF1064  HISTORY     - 1976     GOOD             IBC
 SF1064
 SF1064                          STATION DESCRIPTION
 SF1064
 SF1064'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 SF1064'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 SF1064'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 SF1064'CONCRETE BASE.  THE NUMBER OF THE
 SF1064'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 SF1064'INSCRIBED IN THE CONCRETE BASE.
 SF1064
 SF1064                          STATION RECOVERY (1976)
 SF1064
 SF1064'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1976
 SF1064'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF1067 ***********************************************************************
 SF1067  DESIGNATION -  MON 185 IBC
 SF1067  PID         -  SF1067
 SF1067  STATE/COUNTY-  ME/AROOSTOOK
 SF1067  USGS QUAD   -  SAINT ELEUTHERE (1987)
 SF1067
 SF1067                         *CURRENT SURVEY CONTROL
 SF1067  ___________________________________________________________________
 SF1067* NAD 83(1996)-  47 24 22.29557(N)    069 16 46.55013(W)     ADJUSTED  
 SF1067* NAVD 88     -       372.     (meters)    1220.     (feet)  SCALED    
 SF1067  ___________________________________________________________________
 SF1067  LAPLACE CORR-           3.61  (seconds)                    DEFLEC99
 SF1067  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 SF1067
 SF1067  HORZ ORDER  -  THIRD
 SF1067
 SF1067.The horizontal coordinates were established by classical geodetic methods
 SF1067.and adjusted by the National Geodetic Survey in March 1998..
 SF1067
 SF1067.The orthometric height was scaled from a topographic map.
 SF1067
 SF1067.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF1067
 SF1067.The geoid height was determined by GEOID03.
 SF1067
 SF1067;                    North         East     Units Scale Factor Converg.
 SF1067;SPC ME E     -   415,872.539   241,163.848   MT  0.99994253   -0 34 26.2
 SF1067;UTM  19      - 5,250,342.388   478,905.098   MT  0.99960547   -0 12 21.0
 SF1067
 SF1067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF1067!SPC ME E     -   0.99994574  x   0.99994253  =   0.99988827
 SF1067!UTM  19      -   0.99994574  x   0.99960547  =   0.99955123
 SF1067
 SF1067:                Primary Azimuth Mark                     Grid Az
 SF1067:SPC ME E     -  MON 186 IBC                              215 26 40.7
 SF1067:UTM  19      -  MON 186 IBC                              215 04 35.5
 SF1067
 SF1067|---------------------------------------------------------------------|
 SF1067| PID    Reference Object                     Distance      Geod. Az  |
 SF1067|                                                           dddmmss.s |
 SF1067| SF1068 MON 186 IBC                         APPROX. 1.6 KM 2145214.5 |
 SF1067|---------------------------------------------------------------------|
 SF1067
 SF1067                          SUPERSEDED SURVEY CONTROL
 SF1067
 SF1067  NAD 83(1992)-  47 24 22.27260(N)    069 16 46.55147(W) AD(       ) 3
 SF1067  NAD 83(1986)-  47 24 22.27886(N)    069 16 46.54748(W) AD(       ) 3
 SF1067  NAD 27      -  47 24 22.19500(N)    069 16 48.39500(W) AD(       ) 3
 SF1067
 SF1067.Superseded values are not recommended for survey control.
 SF1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF1067.See file dsdata.txt to determine how the superseded data were derived.
 SF1067
 SF1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN7890550342(NAD 83)
 SF1067_MARKER: Z = SEE DESCRIPTION
 SF1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF1067_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF1067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF1067+STABILITY: SURFACE MOTION
 SF1067
 SF1067  HISTORY     - Date     Condition        Report By
 SF1067  HISTORY     - 1845     MONUMENTED       IBC
 SF1067  HISTORY     - 1976     GOOD             IBC
 SF1067
 SF1067                          STATION DESCRIPTION
 SF1067
 SF1067'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 SF1067'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 SF1067'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 SF1067'CONCRETE BASE.  THE NUMBER OF THE
 SF1067'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 SF1067'INSCRIBED IN THE CONCRETE BASE.
 SF1067
 SF1067                          STATION RECOVERY (1976)
 SF1067
 SF1067'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1976
 SF1067'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF1068 ***********************************************************************
 SF1068  DESIGNATION -  MON 186 IBC
 SF1068  PID         -  SF1068
 SF1068  STATE/COUNTY-  ME/AROOSTOOK
 SF1068  USGS QUAD   -  SAINT ELEUTHERE (1987)
 SF1068
 SF1068                         *CURRENT SURVEY CONTROL
 SF1068  ___________________________________________________________________
 SF1068* NAD 83(1996)-  47 23 39.58295(N)    069 17 30.38067(W)     ADJUSTED  
 SF1068* NAVD 88     -       496.     (meters)    1627.     (feet)  SCALED    
 SF1068  ___________________________________________________________________
 SF1068  LAPLACE CORR-           3.64  (seconds)                    DEFLEC99
 SF1068  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 SF1068
 SF1068  HORZ ORDER  -  THIRD
 SF1068
 SF1068.The horizontal coordinates were established by classical geodetic methods
 SF1068.and adjusted by the National Geodetic Survey in March 1998..
 SF1068
 SF1068.The orthometric height was scaled from a topographic map.
 SF1068
 SF1068.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF1068
 SF1068.The geoid height was determined by GEOID03.
 SF1068
 SF1068;                    North         East     Units Scale Factor Converg.
 SF1068;SPC ME E     -   414,562.865   240,231.578   MT  0.99994389   -0 34 58.0
 SF1068;UTM  19      - 5,249,027.197   477,981.572   MT  0.99960596   -0 12 53.1
 SF1068
 SF1068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF1068!SPC ME E     -   0.99992631  x   0.99994389  =   0.99987020
 SF1068!UTM  19      -   0.99992631  x   0.99960596  =   0.99953230
 SF1068
 SF1068:                Primary Azimuth Mark                     Grid Az
 SF1068:SPC ME E     -  MON 185 IBC                              035 26 40.2
 SF1068:UTM  19      -  MON 185 IBC                              035 04 35.3
 SF1068
 SF1068|---------------------------------------------------------------------|
 SF1068| PID    Reference Object                     Distance      Geod. Az  |
 SF1068|                                                           dddmmss.s |
 SF1068| SF1067 MON 185 IBC                         APPROX. 1.6 KM 0345142.2 |
 SF1068| SF1069 MONUMENT 187 IBC                    449.616 METERS 2145141.3 |
 SF1068|---------------------------------------------------------------------|
 SF1068
 SF1068                          SUPERSEDED SURVEY CONTROL
 SF1068
 SF1068  NAD 83(1992)-  47 23 39.56109(N)    069 17 30.38231(W) AD(       ) 3
 SF1068  NAD 83(1986)-  47 23 39.56718(N)    069 17 30.37814(W) AD(       ) 3
 SF1068  NAD 27      -  47 23 39.48500(N)    069 17 32.22300(W) AD(       ) 3
 SF1068
 SF1068.Superseded values are not recommended for survey control.
 SF1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF1068.See file dsdata.txt to determine how the superseded data were derived.
 SF1068
 SF1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN7798249027(NAD 83)
 SF1068_MARKER: Z = SEE DESCRIPTION
 SF1068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF1068_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF1068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF1068+STABILITY: SURFACE MOTION
 SF1068
 SF1068  HISTORY     - Date     Condition        Report By
 SF1068  HISTORY     - 1845     MONUMENTED       IBC
 SF1068  HISTORY     - 1976     GOOD             IBC
 SF1068
 SF1068                          STATION DESCRIPTION
 SF1068
 SF1068'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 SF1068'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 SF1068'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 SF1068'CONCRETE BASE.  THE NUMBER OF THE
 SF1068'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 SF1068'INSCRIBED IN THE CONCRETE BASE.
 SF1068
 SF1068                          STATION RECOVERY (1976)
 SF1068
 SF1068'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1976
 SF1068'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF1070 ***********************************************************************
 SF1070  DESIGNATION -  MON 188 IBC
 SF1070  PID         -  SF1070
 SF1070  STATE/COUNTY-  ME/AROOSTOOK
 SF1070  USGS QUAD   -  SAINT ELEUTHERE (1987)
 SF1070
 SF1070                         *CURRENT SURVEY CONTROL
 SF1070  ___________________________________________________________________
 SF1070* NAD 83(1996)-  47 22 56.81210(N)    069 18 14.24704(W)     ADJUSTED  
 SF1070* NAVD 88     -       506.     (meters)    1660.     (feet)  SCALED    
 SF1070  ___________________________________________________________________
 SF1070  LAPLACE CORR-           3.95  (seconds)                    DEFLEC99
 SF1070  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 SF1070
 SF1070  HORZ ORDER  -  THIRD
 SF1070
 SF1070.The horizontal coordinates were established by classical geodetic methods
 SF1070.and adjusted by the National Geodetic Survey in March 1998..
 SF1070
 SF1070.The orthometric height was scaled from a topographic map.
 SF1070
 SF1070.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF1070
 SF1070.The geoid height was determined by GEOID03.
 SF1070
 SF1070;                    North         East     Units Scale Factor Converg.
 SF1070;SPC ME E     -   413,251.549   239,298.128   MT  0.99994527   -0 35 29.9
 SF1070;UTM  19      - 5,247,710.358   477,056.876   MT  0.99960647   -0 13 25.2
 SF1070
 SF1070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF1070!SPC ME E     -   0.99992474  x   0.99994527  =   0.99987002
 SF1070!UTM  19      -   0.99992474  x   0.99960647  =   0.99953124
 SF1070
 SF1070:                Primary Azimuth Mark                     Grid Az
 SF1070:SPC ME E     -  MONUMENT 187 IBC                         035 26 42.2
 SF1070:UTM  19      -  MONUMENT 187 IBC                         035 04 37.5
 SF1070
 SF1070|---------------------------------------------------------------------|
 SF1070| PID    Reference Object                     Distance      Geod. Az  |
 SF1070|                                                           dddmmss.s |
 SF1070| SF1069 MONUMENT 187 IBC                    APPROX. 1.2 KM 0345112.3 |
 SF1070|---------------------------------------------------------------------|
 SF1070
 SF1070                          SUPERSEDED SURVEY CONTROL
 SF1070
 SF1070  NAD 83(1992)-  47 22 56.79137(N)    069 18 14.24895(W) AD(       ) 3
 SF1070  NAD 83(1986)-  47 22 56.79732(N)    069 18 14.24465(W) AD(       ) 3
 SF1070  NAD 27      -  47 22 56.71600(N)    069 18 16.09000(W) AD(       ) 3
 SF1070
 SF1070.Superseded values are not recommended for survey control.
 SF1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF1070.See file dsdata.txt to determine how the superseded data were derived.
 SF1070
 SF1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN7705747710(NAD 83)
 SF1070_MARKER: Z = SEE DESCRIPTION
 SF1070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF1070_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF1070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF1070+STABILITY: SURFACE MOTION
 SF1070
 SF1070  HISTORY     - Date     Condition        Report By
 SF1070  HISTORY     - 1845     MONUMENTED       IBC
 SF1070  HISTORY     - 1976     GOOD             IBC
 SF1070
 SF1070                          STATION DESCRIPTION
 SF1070
 SF1070'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 SF1070'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 SF1070'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 SF1070'CONCRETE BASE.  THE NUMBER OF THE
 SF1070'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 SF1070'INSCRIBED IN THE CONCRETE BASE.
 SF1070
 SF1070                          STATION RECOVERY (1976)
 SF1070
 SF1070'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1976
 SF1070'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF1072 ***********************************************************************
 SF1072  DESIGNATION -  MON 190 IBC
 SF1072  PID         -  SF1072
 SF1072  STATE/COUNTY-  ME/AROOSTOOK
 SF1072  USGS QUAD   -  ROCKY BROOK (1987)
 SF1072
 SF1072                         *CURRENT SURVEY CONTROL
 SF1072  ___________________________________________________________________
 SF1072* NAD 83(1996)-  47 22 14.08578(N)    069 18 58.04373(W)     ADJUSTED  
 SF1072* NAVD 88     -       504.     (meters)    1654.     (feet)  SCALED    
 SF1072  ___________________________________________________________________
 SF1072  LAPLACE CORR-           4.72  (seconds)                    DEFLEC99
 SF1072  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 SF1072
 SF1072  HORZ ORDER  -  THIRD
 SF1072
 SF1072.The horizontal coordinates were established by classical geodetic methods
 SF1072.and adjusted by the National Geodetic Survey in March 1998..
 SF1072
 SF1072.The orthometric height was scaled from a topographic map.
 SF1072
 SF1072.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF1072
 SF1072.The geoid height was determined by GEOID03.
 SF1072
 SF1072;                    North         East     Units Scale Factor Converg.
 SF1072;SPC ME E     -   411,941.739   238,365.743   MT  0.99994667   -0 36 01.7
 SF1072;UTM  19      - 5,246,395.034   476,133.235   MT  0.99960700   -0 13 57.3
 SF1072
 SF1072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF1072!SPC ME E     -   0.99992506  x   0.99994667  =   0.99987173
 SF1072!UTM  19      -   0.99992506  x   0.99960700  =   0.99953209
 SF1072
 SF1072:                Primary Azimuth Mark                     Grid Az
 SF1072:SPC ME E     -  BOUNDARY MON 189=FRONTIER                035 26 42.4
 SF1072:UTM  19      -  BOUNDARY MON 189=FRONTIER                035 04 38.0
 SF1072
 SF1072|---------------------------------------------------------------------|
 SF1072| PID    Reference Object                     Distance      Geod. Az  |
 SF1072|                                                           dddmmss.s |
 SF1072| SF1062 BOUNDARY MON 189=FRONTIER           APPROX. 1.0 KM 0345040.7 |
 SF1072|---------------------------------------------------------------------|
 SF1072
 SF1072                          SUPERSEDED SURVEY CONTROL
 SF1072
 SF1072  NAD 83(1992)-  47 22 14.06670(N)    069 18 58.04548(W) AD(       ) 3
 SF1072  NAD 83(1986)-  47 22 14.07261(N)    069 18 58.04107(W) AD(       ) 3
 SF1072  NAD 27      -  47 22 13.99100(N)    069 18 59.88700(W) AD(       ) 3
 SF1072
 SF1072.Superseded values are not recommended for survey control.
 SF1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF1072.See file dsdata.txt to determine how the superseded data were derived.
 SF1072
 SF1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN7613346395(NAD 83)
 SF1072_MARKER: Z = SEE DESCRIPTION
 SF1072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF1072_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF1072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF1072+STABILITY: SURFACE MOTION
 SF1072
 SF1072  HISTORY     - Date     Condition        Report By
 SF1072  HISTORY     - 1845     MONUMENTED       IBC
 SF1072  HISTORY     - 1976     GOOD             IBC
 SF1072
 SF1072                          STATION DESCRIPTION
 SF1072
 SF1072'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 SF1072'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 SF1072'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 SF1072'CONCRETE BASE.  THE NUMBER OF THE
 SF1072'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 SF1072'INSCRIBED IN THE CONCRETE BASE.
 SF1072
 SF1072                          STATION RECOVERY (1976)
 SF1072
 SF1072'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1976
 SF1072'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF1073 ***********************************************************************
 SF1073  DESIGNATION -  MON 191 IBC
 SF1073  PID         -  SF1073
 SF1073  STATE/COUNTY-  ME/AROOSTOOK
 SF1073  USGS QUAD   -  ROCKY BROOK (1987)
 SF1073
 SF1073                         *CURRENT SURVEY CONTROL
 SF1073  ___________________________________________________________________
 SF1073* NAD 83(1996)-  47 21 31.28346(N)    069 19 41.89405(W)     ADJUSTED  
 SF1073* NAVD 88     -       536.     (meters)    1759.     (feet)  SCALED    
 SF1073  ___________________________________________________________________
 SF1073  LAPLACE CORR-           5.26  (seconds)                    DEFLEC99
 SF1073  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 SF1073
 SF1073  HORZ ORDER  -  THIRD
 SF1073
 SF1073.The horizontal coordinates were established by classical geodetic methods
 SF1073.and adjusted by the National Geodetic Survey in March 1998..
 SF1073
 SF1073.The orthometric height was scaled from a topographic map.
 SF1073
 SF1073.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF1073
 SF1073.The geoid height was determined by GEOID03.
 SF1073
 SF1073;                    North         East     Units Scale Factor Converg.
 SF1073;SPC ME E     -   410,629.741   237,431.798   MT  0.99994810   -0 36 33.6
 SF1073;UTM  19      - 5,245,077.516   475,208.048   MT  0.99960755   -0 14 29.4
 SF1073
 SF1073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF1073!SPC ME E     -   0.99992005  x   0.99994810  =   0.99986815
 SF1073!UTM  19      -   0.99992005  x   0.99960755  =   0.99952763
 SF1073
 SF1073:                Primary Azimuth Mark                     Grid Az
 SF1073:SPC ME E     -  MON 190 IBC                              035 26 42.3
 SF1073:UTM  19      -  MON 190 IBC                              035 04 38.1
 SF1073
 SF1073|---------------------------------------------------------------------|
 SF1073| PID    Reference Object                     Distance      Geod. Az  |
 SF1073|                                                           dddmmss.s |
 SF1073| SF1072 MON 190 IBC                         APPROX. 1.6 KM 0345008.7 |
 SF1073|---------------------------------------------------------------------|
 SF1073
 SF1073                          SUPERSEDED SURVEY CONTROL
 SF1073
 SF1073  NAD 83(1992)-  47 21 31.26534(N)    069 19 41.89638(W) AD(       ) 3
 SF1073  NAD 83(1986)-  47 21 31.27118(N)    069 19 41.89195(W) AD(       ) 3
 SF1073  NAD 27      -  47 21 31.19000(N)    069 19 43.73800(W) AD(       ) 3
 SF1073
 SF1073.Superseded values are not recommended for survey control.
 SF1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF1073.See file dsdata.txt to determine how the superseded data were derived.
 SF1073
 SF1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN7520845078(NAD 83)
 SF1073_MARKER: Z = SEE DESCRIPTION
 SF1073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF1073_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF1073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF1073+STABILITY: SURFACE MOTION
 SF1073
 SF1073  HISTORY     - Date     Condition        Report By
 SF1073  HISTORY     - 1845     MONUMENTED       IBC
 SF1073  HISTORY     - 1976     GOOD             IBC
 SF1073
 SF1073                          STATION DESCRIPTION
 SF1073
 SF1073'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 SF1073'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 SF1073'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 SF1073'CONCRETE BASE.  THE NUMBER OF THE
 SF1073'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 SF1073'INSCRIBED IN THE CONCRETE BASE.
 SF1073
 SF1073                          STATION RECOVERY (1976)
 SF1073
 SF1073'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1976
 SF1073'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF1074 ***********************************************************************
 SF1074  DESIGNATION -  MON 192 IBC
 SF1074  PID         -  SF1074
 SF1074  STATE/COUNTY-  ME/AROOSTOOK
 SF1074  USGS QUAD   -  ROCKY BROOK (1987)
 SF1074
 SF1074                         *CURRENT SURVEY CONTROL
 SF1074  ___________________________________________________________________
 SF1074* NAD 83(1996)-  47 21 12.84439(N)    069 20 00.77704(W)     ADJUSTED  
 SF1074* NAVD 88     -       543.     (meters)    1781.     (feet)  SCALED    
 SF1074  ___________________________________________________________________
 SF1074  LAPLACE CORR-           5.18  (seconds)                    DEFLEC99
 SF1074  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 SF1074
 SF1074  HORZ ORDER  -  THIRD
 SF1074
 SF1074.The horizontal coordinates were established by classical geodetic methods
 SF1074.and adjusted by the National Geodetic Survey in March 1998..
 SF1074
 SF1074.The orthometric height was scaled from a topographic map.
 SF1074
 SF1074.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF1074
 SF1074.The geoid height was determined by GEOID03.
 SF1074
 SF1074;                    North         East     Units Scale Factor Converg.
 SF1074;SPC ME E     -   410,064.582   237,029.491   MT  0.99994872   -0 36 47.3
 SF1074;UTM  19      - 5,244,509.979   474,809.513   MT  0.99960780   -0 14 43.2
 SF1074
 SF1074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF1074!SPC ME E     -   0.99991895  x   0.99994872  =   0.99986768
 SF1074!UTM  19      -   0.99991895  x   0.99960780  =   0.99952679
 SF1074
 SF1074:                Primary Azimuth Mark                     Grid Az
 SF1074:SPC ME E     -  MON 191 IBC                              035 26 42.2
 SF1074:UTM  19      -  MON 191 IBC                              035 04 38.1
 SF1074
 SF1074|---------------------------------------------------------------------|
 SF1074| PID    Reference Object                     Distance      Geod. Az  |
 SF1074|                                                           dddmmss.s |
 SF1074| SF1073 MON 191 IBC                         APPROX. 0.7 KM 0344954.9 |
 SF1074|---------------------------------------------------------------------|
 SF1074
 SF1074                          SUPERSEDED SURVEY CONTROL
 SF1074
 SF1074  NAD 83(1992)-  47 21 12.82666(N)    069 20 00.77963(W) AD(       ) 3
 SF1074  NAD 83(1986)-  47 21 12.83252(N)    069 20 00.77515(W) AD(       ) 3
 SF1074  NAD 27      -  47 21 12.75100(N)    069 20 02.62100(W) AD(       ) 3
 SF1074
 SF1074.Superseded values are not recommended for survey control.
 SF1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF1074.See file dsdata.txt to determine how the superseded data were derived.
 SF1074
 SF1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN7481044510(NAD 83)
 SF1074_MARKER: Z = SEE DESCRIPTION
 SF1074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF1074_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF1074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF1074+STABILITY: SURFACE MOTION
 SF1074
 SF1074  HISTORY     - Date     Condition        Report By
 SF1074  HISTORY     - 1845     MONUMENTED       IBC
 SF1074  HISTORY     - 1976     GOOD             IBC
 SF1074
 SF1074                          STATION DESCRIPTION
 SF1074
 SF1074'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 SF1074'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 SF1074'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 SF1074'CONCRETE BASE.  THE NUMBER OF THE
 SF1074'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 SF1074'INSCRIBED IN THE CONCRETE BASE.
 SF1074
 SF1074                          STATION RECOVERY (1976)
 SF1074
 SF1074'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1976
 SF1074'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF1075 ***********************************************************************
 SF1075  DESIGNATION -  MON 193 IBC
 SF1075  PID         -  SF1075
 SF1075  STATE/COUNTY-  ME/AROOSTOOK
 SF1075  USGS QUAD   -  ROCKY BROOK (1987)
 SF1075
 SF1075                         *CURRENT SURVEY CONTROL
 SF1075  ___________________________________________________________________
 SF1075* NAD 83(1996)-  47 20 48.54560(N)    069 20 25.65375(W)     ADJUSTED  
 SF1075* NAVD 88     -       422.     (meters)    1385.     (feet)  SCALED    
 SF1075  ___________________________________________________________________
 SF1075  LAPLACE CORR-           5.20  (seconds)                    DEFLEC99
 SF1075  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 SF1075
 SF1075  HORZ ORDER  -  THIRD
 SF1075
 SF1075.The horizontal coordinates were established by classical geodetic methods
 SF1075.and adjusted by the National Geodetic Survey in March 1998..
 SF1075
 SF1075.The orthometric height was scaled from a topographic map.
 SF1075
 SF1075.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF1075
 SF1075.The geoid height was determined by GEOID03.
 SF1075
 SF1075;                    North         East     Units Scale Factor Converg.
 SF1075;SPC ME E     -   409,319.861   236,499.367   MT  0.99994954   -0 37 05.3
 SF1075;UTM  19      - 5,243,762.126   474,284.359   MT  0.99960813   -0 15 01.4
 SF1075
 SF1075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF1075!SPC ME E     -   0.99993792  x   0.99994954  =   0.99988746
 SF1075!UTM  19      -   0.99993792  x   0.99960813  =   0.99954607
 SF1075
 SF1075:                Primary Azimuth Mark                     Grid Az
 SF1075:SPC ME E     -  MON 192 IBC                              035 26 41.4
 SF1075:UTM  19      -  MON 192 IBC                              035 04 37.5
 SF1075
 SF1075|---------------------------------------------------------------------|
 SF1075| PID    Reference Object                     Distance      Geod. Az  |
 SF1075|                                                           dddmmss.s |
 SF1075| SF1074 MON 192 IBC                         APPROX. 0.9 KM 0344936.1 |
 SF1075|---------------------------------------------------------------------|
 SF1075
 SF1075                          SUPERSEDED SURVEY CONTROL
 SF1075
 SF1075  NAD 83(1992)-  47 20 48.52836(N)    069 20 25.65672(W) AD(       ) 3
 SF1075  NAD 83(1986)-  47 20 48.53419(N)    069 20 25.65231(W) AD(       ) 3
 SF1075  NAD 27      -  47 20 48.45300(N)    069 20 27.49900(W) AD(       ) 3
 SF1075
 SF1075.Superseded values are not recommended for survey control.
 SF1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF1075.See file dsdata.txt to determine how the superseded data were derived.
 SF1075
 SF1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN7428443762(NAD 83)
 SF1075_MARKER: Z = SEE DESCRIPTION
 SF1075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF1075_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF1075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF1075+STABILITY: SURFACE MOTION
 SF1075
 SF1075  HISTORY     - Date     Condition        Report By
 SF1075  HISTORY     - 1845     MONUMENTED       IBC
 SF1075  HISTORY     - 1976     GOOD             IBC
 SF1075
 SF1075                          STATION DESCRIPTION
 SF1075
 SF1075'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 SF1075'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 SF1075'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 SF1075'CONCRETE BASE.  THE NUMBER OF THE
 SF1075'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 SF1075'INSCRIBED IN THE CONCRETE BASE.
 SF1075
 SF1075                          STATION RECOVERY (1976)
 SF1075
 SF1075'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1976
 SF1075'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF1076 ***********************************************************************
 SF1076  DESIGNATION -  MON 194 IBC
 SF1076  PID         -  SF1076
 SF1076  STATE/COUNTY-  ME/AROOSTOOK
 SF1076  USGS QUAD   -  ROCKY BROOK (1987)
 SF1076
 SF1076                         *CURRENT SURVEY CONTROL
 SF1076  ___________________________________________________________________
 SF1076* NAD 83(1996)-  47 20 18.47619(N)    069 20 56.42744(W)     ADJUSTED  
 SF1076* NAVD 88     -       333.     (meters)    1093.     (feet)  SCALED    
 SF1076  ___________________________________________________________________
 SF1076  LAPLACE CORR-           4.89  (seconds)                    DEFLEC99
 SF1076  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 SF1076
 SF1076  HORZ ORDER  -  THIRD
 SF1076
 SF1076.The horizontal coordinates were established by classical geodetic methods
 SF1076.and adjusted by the National Geodetic Survey in March 1998..
 SF1076
 SF1076.The orthometric height was scaled from a topographic map.
 SF1076
 SF1076.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF1076
 SF1076.The geoid height was determined by GEOID03.
 SF1076
 SF1076;                    North         East     Units Scale Factor Converg.
 SF1076;SPC ME E     -   408,398.343   235,843.391   MT  0.99995057   -0 37 27.7
 SF1076;UTM  19      - 5,242,836.733   473,634.534   MT  0.99960854   -0 15 23.9
 SF1076
 SF1076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF1076!SPC ME E     -   0.99995187  x   0.99995057  =   0.99990245
 SF1076!UTM  19      -   0.99995187  x   0.99960854  =   0.99956043
 SF1076
 SF1076:                Primary Azimuth Mark                     Grid Az
 SF1076:SPC ME E     -  MON 193 IBC                              035 26 41.4
 SF1076:UTM  19      -  MON 193 IBC                              035 04 37.6
 SF1076
 SF1076|---------------------------------------------------------------------|
 SF1076| PID    Reference Object                     Distance      Geod. Az  |
 SF1076|                                                           dddmmss.s |
 SF1076| SF1075 MON 193 IBC                         APPROX. 1.1 KM 0344913.7 |
 SF1076| SF1077 MON 195 IBC                         475.944 METERS 2144914.1 |
 SF1076|---------------------------------------------------------------------|
 SF1076
 SF1076                          SUPERSEDED SURVEY CONTROL
 SF1076
 SF1076  NAD 83(1992)-  47 20 18.45962(N)    069 20 56.43083(W) AD(       ) 3
 SF1076  NAD 83(1986)-  47 20 18.46541(N)    069 20 56.42646(W) AD(       ) 3
 SF1076  NAD 27      -  47 20 18.38500(N)    069 20 58.27300(W) AD(       ) 3
 SF1076
 SF1076.Superseded values are not recommended for survey control.
 SF1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF1076.See file dsdata.txt to determine how the superseded data were derived.
 SF1076
 SF1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN7363542837(NAD 83)
 SF1076_MARKER: Z = SEE DESCRIPTION
 SF1076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF1076_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF1076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF1076+STABILITY: SURFACE MOTION
 SF1076
 SF1076  HISTORY     - Date     Condition        Report By
 SF1076  HISTORY     - 1845     MONUMENTED       IBC
 SF1076  HISTORY     - 1976     GOOD             IBC
 SF1076
 SF1076                          STATION DESCRIPTION
 SF1076
 SF1076'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 SF1076'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 SF1076'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 SF1076'CONCRETE BASE.  THE NUMBER OF THE
 SF1076'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 SF1076'INSCRIBED IN THE CONCRETE BASE.
 SF1076
 SF1076                          STATION RECOVERY (1976)
 SF1076
 SF1076'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1976
 SF1076'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF1078 ***********************************************************************
 SF1078  DESIGNATION -  MON 195 A IBC
 SF1078  PID         -  SF1078
 SF1078  STATE/COUNTY-  ME/AROOSTOOK
 SF1078  USGS QUAD   -  ROCKY BROOK (1987)
 SF1078
 SF1078                         *CURRENT SURVEY CONTROL
 SF1078  ___________________________________________________________________
 SF1078* NAD 83(1996)-  47 19 57.79331(N)    069 21 17.58785(W)     ADJUSTED  
 SF1078* NAVD 88     -       399.     (meters)    1309.     (feet)  SCALED    
 SF1078  ___________________________________________________________________
 SF1078  LAPLACE CORR-           4.85  (seconds)                    DEFLEC99
 SF1078  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 SF1078
 SF1078  HORZ ORDER  -  THIRD
 SF1078
 SF1078.The horizontal coordinates were established by classical geodetic methods
 SF1078.and adjusted by the National Geodetic Survey in March 1998..
 SF1078
 SF1078.The orthometric height was scaled from a topographic map.
 SF1078
 SF1078.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF1078
 SF1078.The geoid height was determined by GEOID03.
 SF1078
 SF1078;                    North         East     Units Scale Factor Converg.
 SF1078;SPC ME E     -   407,764.528   235,392.214   MT  0.99995128   -0 37 43.0
 SF1078;UTM  19      - 5,242,200.254   473,187.586   MT  0.99960883   -0 15 39.4
 SF1078
 SF1078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF1078!SPC ME E     -   0.99994153  x   0.99995128  =   0.99989281
 SF1078!UTM  19      -   0.99994153  x   0.99960883  =   0.99955038
 SF1078
 SF1078|---------------------------------------------------------------------|
 SF1078| PID    Reference Object                     Distance      Geod. Az  |
 SF1078|                                                           dddmmss.s |
 SF1078| SF1077 MON 195 IBC                         302.093 METERS 03449     |
 SF1078| SF1079 MON 196 IBC                         APPROX. 1.3 KM 2144858.1 |
 SF1078|---------------------------------------------------------------------|
 SF1078
 SF1078                          SUPERSEDED SURVEY CONTROL
 SF1078
 SF1078  NAD 83(1992)-  47 19 57.77721(N)    069 21 17.59154(W) AD(       ) 3
 SF1078  NAD 83(1986)-  47 19 57.78308(N)    069 21 17.58696(W) AD(       ) 3
 SF1078  NAD 27      -  47 19 57.70300(N)    069 21 19.43400(W) AD(       ) 3
 SF1078
 SF1078.Superseded values are not recommended for survey control.
 SF1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF1078.See file dsdata.txt to determine how the superseded data were derived.
 SF1078
 SF1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN7318842200(NAD 83)
 SF1078_MARKER: Z = SEE DESCRIPTION
 SF1078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF1078_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF1078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF1078+STABILITY: SURFACE MOTION
 SF1078
 SF1078  HISTORY     - Date     Condition        Report By
 SF1078  HISTORY     - 1912     MONUMENTED       IBC
 SF1078  HISTORY     - 1976     GOOD             IBC
 SF1078
 SF1078                          STATION DESCRIPTION
 SF1078
 SF1078'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (JBB)
 SF1078'THE STATION MARK IS A SMALL CONCRETE OR GRANITE MONUMENT CONSISTING
 SF1078'OF AN 8 - 18 INCH TALL OBELISK PROJECTING ABOVE A SQUARE CONCRETE
 SF1078'BLOCK.  ---CANADA,--- ---U.S.--- ---TREATY 1842---AND THE NUMBER OF
 SF1078'THE MONUMENT AND THE YEAR IT WAS MONUMENTED ARE INSCRIBED ON THE
 SF1078'SIDES OF THE CONCRETE BLOCK.
 SF1078
 SF1078                          STATION RECOVERY (1976)
 SF1078
 SF1078'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1976
 SF1078'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF1077 ***********************************************************************
 SF1077  DESIGNATION -  MON 195 IBC
 SF1077  PID         -  SF1077
 SF1077  STATE/COUNTY-  ME/AROOSTOOK
 SF1077  USGS QUAD   -  ROCKY BROOK (1987)
 SF1077
 SF1077                         *CURRENT SURVEY CONTROL
 SF1077  ___________________________________________________________________
 SF1077* NAD 83(1996)-  47 20 05.82409(N)    069 21 09.37232(W)     ADJUSTED  
 SF1077* NAVD 88     -       369.     (meters)    1211.     (feet)  SCALED    
 SF1077  ___________________________________________________________________
 SF1077  LAPLACE CORR-           4.86  (seconds)                    DEFLEC99
 SF1077  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 SF1077
 SF1077  HORZ ORDER  -  THIRD
 SF1077
 SF1077.The horizontal coordinates were established by classical geodetic methods
 SF1077.and adjusted by the National Geodetic Survey in March 1998..
 SF1077
 SF1077.The orthometric height was scaled from a topographic map.
 SF1077
 SF1077.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF1077
 SF1077.The geoid height was determined by GEOID03.
 SF1077
 SF1077;                    North         East     Units Scale Factor Converg.
 SF1077;SPC ME E     -   408,010.623   235,567.395   MT  0.99995100   -0 37 37.1
 SF1077;UTM  19      - 5,242,447.383   473,361.125   MT  0.99960872   -0 15 33.4
 SF1077
 SF1077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF1077!SPC ME E     -   0.99994623  x   0.99995100  =   0.99989723
 SF1077!UTM  19      -   0.99994623  x   0.99960872  =   0.99955497
 SF1077
 SF1077:                Primary Azimuth Mark                     Grid Az
 SF1077:SPC ME E     -  MON 194 IBC                              035 26 41.7
 SF1077:UTM  19      -  MON 194 IBC                              035 04 38.0
 SF1077
 SF1077|---------------------------------------------------------------------|
 SF1077| PID    Reference Object                     Distance      Geod. Az  |
 SF1077|                                                           dddmmss.s |
 SF1077| SF1076 MON 194 IBC                         475.944 METERS 0344904.6 |
 SF1077| SF1078 MON 195 A IBC                       302.093 METERS 21449     |
 SF1077|---------------------------------------------------------------------|
 SF1077
 SF1077                          SUPERSEDED SURVEY CONTROL
 SF1077
 SF1077  NAD 83(1992)-  47 20 05.80781(N)    069 21 09.37590(W) AD(       ) 3
 SF1077  NAD 83(1986)-  47 20 05.81362(N)    069 21 09.37143(W) AD(       ) 3
 SF1077  NAD 27      -  47 20 05.73300(N)    069 21 11.21800(W) AD(       ) 3
 SF1077
 SF1077.Superseded values are not recommended for survey control.
 SF1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF1077.See file dsdata.txt to determine how the superseded data were derived.
 SF1077
 SF1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN7336142447(NAD 83)
 SF1077_MARKER: Z = SEE DESCRIPTION
 SF1077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF1077_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF1077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF1077+STABILITY: SURFACE MOTION
 SF1077
 SF1077  HISTORY     - Date     Condition        Report By
 SF1077  HISTORY     - 1845     MONUMENTED       IBC
 SF1077  HISTORY     - 1976     GOOD             IBC
 SF1077
 SF1077                          STATION DESCRIPTION
 SF1077
 SF1077'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 SF1077'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 SF1077'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 SF1077'CONCRETE BASE.  THE NUMBER OF THE
 SF1077'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 SF1077'INSCRIBED IN THE CONCRETE BASE.
 SF1077
 SF1077                          STATION RECOVERY (1976)
 SF1077
 SF1077'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1976
 SF1077'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF1079 ***********************************************************************
 SF1079  DESIGNATION -  MON 196 IBC
 SF1079  PID         -  SF1079
 SF1079  STATE/COUNTY-  ME/AROOSTOOK
 SF1079  USGS QUAD   -  ROCKY BROOK (1987)
 SF1079
 SF1079                         *CURRENT SURVEY CONTROL
 SF1079  ___________________________________________________________________
 SF1079* NAD 83(1996)-  47 19 23.07024(N)    069 21 53.09954(W)     ADJUSTED  
 SF1079* NAVD 88     -       277.     (meters)     909.     (feet)  SCALED    
 SF1079  ___________________________________________________________________
 SF1079  LAPLACE CORR-           4.50  (seconds)                    DEFLEC99
 SF1079  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 SF1079
 SF1079  HORZ ORDER  -  THIRD
 SF1079
 SF1079.The horizontal coordinates were established by classical geodetic methods
 SF1079.and adjusted by the National Geodetic Survey in March 1998..
 SF1079
 SF1079.The orthometric height was scaled from a topographic map.
 SF1079
 SF1079.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF1079
 SF1079.The geoid height was determined by GEOID03.
 SF1079
 SF1079;                    North         East     Units Scale Factor Converg.
 SF1079;SPC ME E     -   406,700.535   234,634.823   MT  0.99995249   -0 38 08.8
 SF1079;UTM  19      - 5,241,131.789   472,437.295   MT  0.99960934   -0 16 05.4
 SF1079
 SF1079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF1079!SPC ME E     -   0.99996066  x   0.99995249  =   0.99991315
 SF1079!UTM  19      -   0.99996066  x   0.99960934  =   0.99957001
 SF1079
 SF1079:                Primary Azimuth Mark                     Grid Az
 SF1079:SPC ME E     -  MON 195 A IBC                            035 26 40.8
 SF1079:UTM  19      -  MON 195 A IBC                            035 04 37.4
 SF1079
 SF1079|---------------------------------------------------------------------|
 SF1079| PID    Reference Object                     Distance      Geod. Az  |
 SF1079|                                                           dddmmss.s |
 SF1079| SF1078 MON 195 A IBC                       APPROX. 1.3 KM 0344832.0 |
 SF1079|---------------------------------------------------------------------|
 SF1079
 SF1079                          SUPERSEDED SURVEY CONTROL
 SF1079
 SF1079  NAD 83(1992)-  47 19 23.05491(N)    069 21 53.10376(W) AD(       ) 3
 SF1079  NAD 83(1986)-  47 19 23.06068(N)    069 21 53.09927(W) AD(       ) 3
 SF1079  NAD 27      -  47 19 22.98100(N)    069 21 54.94600(W) AD(       ) 3
 SF1079
 SF1079.Superseded values are not recommended for survey control.
 SF1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF1079.See file dsdata.txt to determine how the superseded data were derived.
 SF1079
 SF1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN7243741132(NAD 83)
 SF1079_MARKER: Z = SEE DESCRIPTION
 SF1079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF1079_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF1079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF1079+STABILITY: SURFACE MOTION
 SF1079
 SF1079  HISTORY     - Date     Condition        Report By
 SF1079  HISTORY     - 1845     MONUMENTED       IBC
 SF1079  HISTORY     - 1976     GOOD             IBC
 SF1079
 SF1079                          STATION DESCRIPTION
 SF1079
 SF1079'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 SF1079'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 SF1079'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 SF1079'CONCRETE BASE.  THE NUMBER OF THE
 SF1079'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 SF1079'INSCRIBED IN THE CONCRETE BASE.
 SF1079
 SF1079                          STATION RECOVERY (1976)
 SF1079
 SF1079'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1976
 SF1079'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF1080 ***********************************************************************
 SF1080  DESIGNATION -  MON 197 IBC
 SF1080  PID         -  SF1080
 SF1080  STATE/COUNTY-  ME/AROOSTOOK
 SF1080  USGS QUAD   -  ROCKY BROOK (1987)
 SF1080
 SF1080                         *CURRENT SURVEY CONTROL
 SF1080  ___________________________________________________________________
 SF1080* NAD 83(1996)-  47 19 04.33009(N)    069 22 12.25869(W)     ADJUSTED  
 SF1080* NAVD 88     -       268.     (meters)     879.     (feet)  SCALED    
 SF1080  ___________________________________________________________________
 SF1080  LAPLACE CORR-           4.12  (seconds)                    DEFLEC99
 SF1080  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 SF1080
 SF1080  HORZ ORDER  -  THIRD
 SF1080
 SF1080.The horizontal coordinates were established by classical geodetic methods
 SF1080.and adjusted by the National Geodetic Survey in March 1998..
 SF1080
 SF1080.The orthometric height was scaled from a topographic map.
 SF1080
 SF1080.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF1080
 SF1080.The geoid height was determined by GEOID03.
 SF1080
 SF1080;                    North         East     Units Scale Factor Converg.
 SF1080;SPC ME E     -   406,126.332   234,226.083   MT  0.99995315   -0 38 22.7
 SF1080;UTM  19      - 5,240,555.174   472,032.386   MT  0.99960961   -0 16 19.4
 SF1080
 SF1080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF1080!SPC ME E     -   0.99996207  x   0.99995315  =   0.99991522
 SF1080!UTM  19      -   0.99996207  x   0.99960961  =   0.99957169
 SF1080
 SF1080:                Primary Azimuth Mark                     Grid Az
 SF1080:SPC ME E     -  MON 196 IBC                              035 26 41.0
 SF1080:UTM  19      -  MON 196 IBC                              035 04 37.7
 SF1080
 SF1080|---------------------------------------------------------------------|
 SF1080| PID    Reference Object                     Distance      Geod. Az  |
 SF1080|                                                           dddmmss.s |
 SF1080| SF1079 MON 196 IBC                         APPROX. 0.7 KM 0344818.3 |
 SF1080|---------------------------------------------------------------------|
 SF1080
 SF1080                          SUPERSEDED SURVEY CONTROL
 SF1080
 SF1080  NAD 83(1992)-  47 19 04.31516(N)    069 22 12.26318(W) AD(       ) 3
 SF1080  NAD 83(1986)-  47 19 04.32094(N)    069 22 12.25865(W) AD(       ) 3
 SF1080  NAD 27      -  47 19 04.24100(N)    069 22 14.10500(W) AD(       ) 3
 SF1080
 SF1080.Superseded values are not recommended for survey control.
 SF1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF1080.See file dsdata.txt to determine how the superseded data were derived.
 SF1080
 SF1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN7203240555(NAD 83)
 SF1080_MARKER: Z = SEE DESCRIPTION
 SF1080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF1080_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF1080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF1080+STABILITY: SURFACE MOTION
 SF1080
 SF1080  HISTORY     - Date     Condition        Report By
 SF1080  HISTORY     - 1845     MONUMENTED       IBC
 SF1080  HISTORY     - 1976     GOOD             IBC
 SF1080
 SF1080                          STATION DESCRIPTION
 SF1080
 SF1080'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 SF1080'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 SF1080'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 SF1080'CONCRETE BASE.  THE NUMBER OF THE
 SF1080'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 SF1080'INSCRIBED IN THE CONCRETE BASE.
 SF1080
 SF1080                          STATION RECOVERY (1976)
 SF1080
 SF1080'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1976
 SF1080'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF1082 ***********************************************************************
 SF1082  DESIGNATION -  MON 198 A IBC
 SF1082  PID         -  SF1082
 SF1082  STATE/COUNTY-  ME/AROOSTOOK
 SF1082  USGS QUAD   -  MORRISON BROOK (1987)
 SF1082
 SF1082                         *CURRENT SURVEY CONTROL
 SF1082  ___________________________________________________________________
 SF1082* NAD 83(1996)-  47 18 27.18938(N)    069 22 50.21603(W)     ADJUSTED  
 SF1082* NAVD 88     -       364.     (meters)    1194.     (feet)  SCALED    
 SF1082  ___________________________________________________________________
 SF1082  LAPLACE CORR-           3.70  (seconds)                    DEFLEC99
 SF1082  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 SF1082
 SF1082  HORZ ORDER  -  THIRD
 SF1082
 SF1082.The horizontal coordinates were established by classical geodetic methods
 SF1082.and adjusted by the National Geodetic Survey in March 1998..
 SF1082
 SF1082.The orthometric height was scaled from a topographic map.
 SF1082
 SF1082.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF1082
 SF1082.The geoid height was determined by GEOID03.
 SF1082
 SF1082;                    North         East     Units Scale Factor Converg.
 SF1082;SPC ME E     -   404,988.413   233,416.069   MT  0.99995447   -0 38 50.2
 SF1082;UTM  19      - 5,239,412.475   471,229.964   MT  0.99961017   -0 16 47.1
 SF1082
 SF1082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF1082!SPC ME E     -   0.99994703  x   0.99995447  =   0.99990150
 SF1082!UTM  19      -   0.99994703  x   0.99961017  =   0.99955722
 SF1082
 SF1082:                Primary Azimuth Mark                     Grid Az
 SF1082:SPC ME E     -  MON 198 IBC                              035 26 40.8
 SF1082:UTM  19      -  MON 198 IBC                              035 04 37.7
 SF1082
 SF1082|---------------------------------------------------------------------|
 SF1082| PID    Reference Object                     Distance      Geod. Az  |
 SF1082|                                                           dddmmss.s |
 SF1082| SF1081 MON 198 IBC                         489.221 METERS 0344750.6 |
 SF1082|---------------------------------------------------------------------|
 SF1082
 SF1082                          SUPERSEDED SURVEY CONTROL
 SF1082
 SF1082  NAD 83(1992)-  47 18 27.17526(N)    069 22 50.22110(W) AD(       ) 3
 SF1082  NAD 83(1986)-  47 18 27.18105(N)    069 22 50.21636(W) AD(       ) 3
 SF1082  NAD 27      -  47 18 27.10200(N)    069 22 52.06300(W) AD(       ) 3
 SF1082
 SF1082.Superseded values are not recommended for survey control.
 SF1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF1082.See file dsdata.txt to determine how the superseded data were derived.
 SF1082
 SF1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN7123039412(NAD 83)
 SF1082_MARKER: Z = SEE DESCRIPTION
 SF1082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF1082_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF1082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF1082+STABILITY: SURFACE MOTION
 SF1082
 SF1082  HISTORY     - Date     Condition        Report By
 SF1082  HISTORY     - 1912     MONUMENTED       IBC
 SF1082  HISTORY     - 1977     GOOD             IBC
 SF1082
 SF1082                          STATION DESCRIPTION
 SF1082
 SF1082'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (JBB)
 SF1082'THE STATION MARK IS A SMALL CONCRETE OR GRANITE MONUMENT CONSISTING
 SF1082'OF AN 8 - 18 INCH TALL OBELISK PROJECTING ABOVE A SQUARE CONCRETE
 SF1082'BLOCK.  ---CANADA,--- ---U.S.--- ---TREATY 1842---AND THE NUMBER OF
 SF1082'THE MONUMENT AND THE YEAR IT WAS MONUMENTED ARE INSCRIBED ON THE
 SF1082'SIDES OF THE CONCRETE BLOCK.
 SF1082
 SF1082                          STATION RECOVERY (1977)
 SF1082
 SF1082'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 SF1082'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF1081 ***********************************************************************
 SF1081  DESIGNATION -  MON 198 IBC
 SF1081  PID         -  SF1081
 SF1081  STATE/COUNTY-  ME/AROOSTOOK
 SF1081  USGS QUAD   -  MORRISON BROOK (1987)
 SF1081
 SF1081                         *CURRENT SURVEY CONTROL
 SF1081  ___________________________________________________________________
 SF1081* NAD 83(1996)-  47 18 40.19772(N)    069 22 36.92376(W)     ADJUSTED  
 SF1081* NAVD 88     -       324.     (meters)    1063.     (feet)  SCALED    
 SF1081  ___________________________________________________________________
 SF1081  LAPLACE CORR-           3.67  (seconds)                    DEFLEC99
 SF1081  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 SF1081
 SF1081  HORZ ORDER  -  THIRD
 SF1081
 SF1081.The horizontal coordinates were established by classical geodetic methods
 SF1081.and adjusted by the National Geodetic Survey in March 1998..
 SF1081
 SF1081.The orthometric height was scaled from a topographic map.
 SF1081
 SF1081.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF1081
 SF1081.The geoid height was determined by GEOID03.
 SF1081
 SF1081;                    North         East     Units Scale Factor Converg.
 SF1081;SPC ME E     -   405,386.951   233,699.763   MT  0.99995400   -0 38 40.6
 SF1081;UTM  19      - 5,239,812.687   471,511.000   MT  0.99960997   -0 16 37.4
 SF1081
 SF1081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF1081!SPC ME E     -   0.99995330  x   0.99995400  =   0.99990730
 SF1081!UTM  19      -   0.99995330  x   0.99960997  =   0.99956328
 SF1081
 SF1081:                Primary Azimuth Mark                     Grid Az
 SF1081:SPC ME E     -  MON 197 IBC                              035 26 40.9
 SF1081:UTM  19      -  MON 197 IBC                              035 04 37.7
 SF1081
 SF1081|---------------------------------------------------------------------|
 SF1081| PID    Reference Object                     Distance      Geod. Az  |
 SF1081|                                                           dddmmss.s |
 SF1081| SF1080 MON 197 IBC                         APPROX. 0.9 KM 0344800.3 |
 SF1081| SF1082 MON 198 A IBC                       489.221 METERS 2144800.4 |
 SF1081|---------------------------------------------------------------------|
 SF1081
 SF1081                          SUPERSEDED SURVEY CONTROL
 SF1081
 SF1081  NAD 83(1992)-  47 18 40.18331(N)    069 22 36.92864(W) AD(       ) 3
 SF1081  NAD 83(1986)-  47 18 40.18907(N)    069 22 36.92400(W) AD(       ) 3
 SF1081  NAD 27      -  47 18 40.11000(N)    069 22 38.77100(W) AD(       ) 3
 SF1081
 SF1081.Superseded values are not recommended for survey control.
 SF1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF1081.See file dsdata.txt to determine how the superseded data were derived.
 SF1081
 SF1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN7151139813(NAD 83)
 SF1081_MARKER: Z = SEE DESCRIPTION
 SF1081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF1081_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF1081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF1081+STABILITY: SURFACE MOTION
 SF1081
 SF1081  HISTORY     - Date     Condition        Report By
 SF1081  HISTORY     - 1845     MONUMENTED       IBC
 SF1081  HISTORY     - 1976     GOOD             IBC
 SF1081
 SF1081                          STATION DESCRIPTION
 SF1081
 SF1081'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 SF1081'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 SF1081'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 SF1081'CONCRETE BASE.  THE NUMBER OF THE
 SF1081'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 SF1081'INSCRIBED IN THE CONCRETE BASE.
 SF1081
 SF1081                          STATION RECOVERY (1976)
 SF1081
 SF1081'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1976
 SF1081'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF1083 ***********************************************************************
 SF1083  DESIGNATION -  MON 199 IBC
 SF1083  PID         -  SF1083
 SF1083  STATE/COUNTY-  ME/AROOSTOOK
 SF1083  USGS QUAD   -  MORRISON BROOK (1987)
 SF1083
 SF1083                         *CURRENT SURVEY CONTROL
 SF1083  ___________________________________________________________________
 SF1083* NAD 83(1996)-  47 17 58.01651(N)    069 23 20.01733(W)     ADJUSTED  
 SF1083* NAVD 88     -       265.     (meters)     869.     (feet)  SCALED    
 SF1083  ___________________________________________________________________
 SF1083  LAPLACE CORR-           3.30  (seconds)                    DEFLEC99
 SF1083  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 SF1083
 SF1083  HORZ ORDER  -  THIRD
 SF1083
 SF1083.The horizontal coordinates were established by classical geodetic methods
 SF1083.and adjusted by the National Geodetic Survey in March 1998..
 SF1083
 SF1083.The orthometric height was scaled from a topographic map.
 SF1083
 SF1083.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF1083
 SF1083.The geoid height was determined by GEOID03.
 SF1083
 SF1083;                    North         East     Units Scale Factor Converg.
 SF1083;SPC ME E     -   404,094.687   232,779.885   MT  0.99995551   -0 39 11.8
 SF1083;UTM  19      - 5,238,514.996   470,599.743   MT  0.99961062   -0 17 08.9
 SF1083
 SF1083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF1083!SPC ME E     -   0.99996255  x   0.99995551  =   0.99991806
 SF1083!UTM  19      -   0.99996255  x   0.99961062  =   0.99957318
 SF1083
 SF1083:                Primary Azimuth Mark                     Grid Az
 SF1083:SPC ME E     -  MON 198 A IBC                            035 26 40.1
 SF1083:UTM  19      -  MON 198 A IBC                            035 04 37.2
 SF1083
 SF1083|---------------------------------------------------------------------|
 SF1083| PID    Reference Object                     Distance      Geod. Az  |
 SF1083|                                                           dddmmss.s |
 SF1083| SF1082 MON 198 A IBC                       APPROX. 1.1 KM 0344728.3 |
 SF1083| SF1084 MON 200 IBC                         350.807 METERS 21447     |
 SF1083|---------------------------------------------------------------------|
 SF1083
 SF1083                          SUPERSEDED SURVEY CONTROL
 SF1083
 SF1083  NAD 83(1992)-  47 17 58.00304(N)    069 23 20.02283(W) AD(       ) 3
 SF1083  NAD 83(1986)-  47 17 58.00878(N)    069 23 20.01812(W) AD(       ) 3
 SF1083  NAD 27      -  47 17 57.93000(N)    069 23 21.86500(W) AD(       ) 3
 SF1083
 SF1083.Superseded values are not recommended for survey control.
 SF1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF1083.See file dsdata.txt to determine how the superseded data were derived.
 SF1083
 SF1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN7060038515(NAD 83)
 SF1083_MARKER: Z = SEE DESCRIPTION
 SF1083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF1083_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF1083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF1083+STABILITY: SURFACE MOTION
 SF1083
 SF1083  HISTORY     - Date     Condition        Report By
 SF1083  HISTORY     - 1845     MONUMENTED       IBC
 SF1083  HISTORY     - 1950     POOR             IBC
 SF1083  HISTORY     - 1977     GOOD             IBC
 SF1083
 SF1083                          STATION DESCRIPTION
 SF1083
 SF1083'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 SF1083'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 SF1083'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 SF1083'CONCRETE BASE.  THE NUMBER OF THE
 SF1083'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 SF1083'INSCRIBED IN THE CONCRETE BASE.
 SF1083
 SF1083                          STATION RECOVERY (1950)
 SF1083
 SF1083'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1950
 SF1083'THE MONUMENT WAS LEANING EASTERLY WITH THE TOP ABOUT 2 FEET OFF LINE.
 SF1083'IT WAS STRAIGHTENED AND REALIGNED.
 SF1083
 SF1083                          STATION RECOVERY (1977)
 SF1083
 SF1083'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 SF1083'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF1084 ***********************************************************************
 SF1084  DESIGNATION -  MON 200 IBC
 SF1084  PID         -  SF1084
 SF1084  STATE/COUNTY-  ME/AROOSTOOK
 SF1084  USGS QUAD   -  MORRISON BROOK (1987)
 SF1084
 SF1084                         *CURRENT SURVEY CONTROL
 SF1084  ___________________________________________________________________
 SF1084* NAD 83(1996)-  47 17 48.68762(N)    069 23 29.54480(W)     ADJUSTED  
 SF1084* NAVD 88     -       265.     (meters)     869.     (feet)  SCALED    
 SF1084  ___________________________________________________________________
 SF1084  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 SF1084  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 SF1084
 SF1084  HORZ ORDER  -  THIRD
 SF1084
 SF1084.The horizontal coordinates were established by classical geodetic methods
 SF1084.and adjusted by the National Geodetic Survey in March 1998..
 SF1084
 SF1084.The orthometric height was scaled from a topographic map.
 SF1084
 SF1084.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF1084
 SF1084.The geoid height was determined by GEOID03.
 SF1084
 SF1084;                    North         East     Units Scale Factor Converg.
 SF1084;SPC ME E     -   403,808.905   232,576.456   MT  0.99995585   -0 39 18.7
 SF1084;UTM  19      - 5,238,228.015   470,398.221   MT  0.99961077   -0 17 15.9
 SF1084
 SF1084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF1084!SPC ME E     -   0.99996255  x   0.99995585  =   0.99991840
 SF1084!UTM  19      -   0.99996255  x   0.99961077  =   0.99957333
 SF1084
 SF1084|---------------------------------------------------------------------|
 SF1084| PID    Reference Object                     Distance      Geod. Az  |
 SF1084|                                                           dddmmss.s |
 SF1084| SF1083 MON 199 IBC                         350.807 METERS 03447     |
 SF1084|---------------------------------------------------------------------|
 SF1084
 SF1084                          SUPERSEDED SURVEY CONTROL
 SF1084
 SF1084  NAD 83(1992)-  47 17 48.67435(N)    069 23 29.55046(W) AD(       ) 3
 SF1084  NAD 83(1986)-  47 17 48.68012(N)    069 23 29.54567(W) AD(       ) 3
 SF1084  NAD 27      -  47 17 48.60100(N)    069 23 31.39300(W) AD(       ) 3
 SF1084
 SF1084.Superseded values are not recommended for survey control.
 SF1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF1084.See file dsdata.txt to determine how the superseded data were derived.
 SF1084
 SF1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN7039838228(NAD 83)
 SF1084_MARKER: Z = SEE DESCRIPTION
 SF1084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF1084_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF1084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF1084+STABILITY: SURFACE MOTION
 SF1084
 SF1084  HISTORY     - Date     Condition        Report By
 SF1084  HISTORY     - 1845     MONUMENTED       IBC
 SF1084  HISTORY     - 1977     GOOD             IBC
 SF1084
 SF1084                          STATION DESCRIPTION
 SF1084
 SF1084'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 SF1084'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 SF1084'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 SF1084'CONCRETE BASE.  THE NUMBER OF THE
 SF1084'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 SF1084'INSCRIBED IN THE CONCRETE BASE.
 SF1084
 SF1084                          STATION RECOVERY (1977)
 SF1084
 SF1084'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 SF1084'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF1085 ***********************************************************************
 SF1085  DESIGNATION -  MON 201 IBC
 SF1085  PID         -  SF1085
 SF1085  STATE/COUNTY-  ME/AROOSTOOK
 SF1085  USGS QUAD   -  MORRISON BROOK (1987)
 SF1085
 SF1085                         *CURRENT SURVEY CONTROL
 SF1085  ___________________________________________________________________
 SF1085* NAD 83(1996)-  47 17 14.59067(N)    069 24 04.35779(W)     ADJUSTED  
 SF1085* NAVD 88     -       380.     (meters)    1247.     (feet)  SCALED    
 SF1085  ___________________________________________________________________
 SF1085  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 SF1085  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 SF1085
 SF1085  HORZ ORDER  -  THIRD
 SF1085
 SF1085.The horizontal coordinates were established by classical geodetic methods
 SF1085.and adjusted by the National Geodetic Survey in March 1998..
 SF1085
 SF1085.The orthometric height was scaled from a topographic map.
 SF1085
 SF1085.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF1085
 SF1085.The geoid height was determined by GEOID03.
 SF1085
 SF1085;                    North         East     Units Scale Factor Converg.
 SF1085;SPC ME E     -   402,764.435   231,832.967   MT  0.99995709   -0 39 43.9
 SF1085;UTM  19      - 5,237,179.160   469,661.700   MT  0.99961131   -0 17 41.3
 SF1085
 SF1085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF1085!SPC ME E     -   0.99994452  x   0.99995709  =   0.99990161
 SF1085!UTM  19      -   0.99994452  x   0.99961131  =   0.99955585
 SF1085
 SF1085:                Primary Azimuth Mark                     Grid Az
 SF1085:SPC ME E     -  MON 200 IBC                              035 26 40.1
 SF1085:UTM  19      -  MON 200 IBC                              035 04 37.5
 SF1085
 SF1085|---------------------------------------------------------------------|
 SF1085| PID    Reference Object                     Distance      Geod. Az  |
 SF1085|                                                           dddmmss.s |
 SF1085| SF1084 MON 200 IBC                         APPROX. 1.3 KM 0344656.2 |
 SF1085|---------------------------------------------------------------------|
 SF1085
 SF1085                          SUPERSEDED SURVEY CONTROL
 SF1085
 SF1085  NAD 83(1992)-  47 17 14.57812(N)    069 24 04.36400(W) AD(       ) 3
 SF1085  NAD 83(1986)-  47 17 14.58383(N)    069 24 04.35908(W) AD(       ) 3
 SF1085  NAD 27      -  47 17 14.50500(N)    069 24 06.20600(W) AD(       ) 3
 SF1085
 SF1085.Superseded values are not recommended for survey control.
 SF1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF1085.See file dsdata.txt to determine how the superseded data were derived.
 SF1085
 SF1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN6966237179(NAD 83)
 SF1085_MARKER: Z = SEE DESCRIPTION
 SF1085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF1085_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF1085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF1085+STABILITY: SURFACE MOTION
 SF1085
 SF1085  HISTORY     - Date     Condition        Report By
 SF1085  HISTORY     - 1845     MONUMENTED       IBC
 SF1085  HISTORY     - 1977     GOOD             IBC
 SF1085
 SF1085                          STATION DESCRIPTION
 SF1085
 SF1085'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 SF1085'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 SF1085'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 SF1085'CONCRETE BASE.  THE NUMBER OF THE
 SF1085'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 SF1085'INSCRIBED IN THE CONCRETE BASE.
 SF1085
 SF1085                          STATION RECOVERY (1977)
 SF1085
 SF1085'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 SF1085'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF1087 ***********************************************************************
 SF1087  DESIGNATION -  MON 202 A IBC
 SF1087  PID         -  SF1087
 SF1087  STATE/COUNTY-  ME/AROOSTOOK
 SF1087  USGS QUAD   -  MORRISON BROOK (1987)
 SF1087
 SF1087                         *CURRENT SURVEY CONTROL
 SF1087  ___________________________________________________________________
 SF1087* NAD 83(1996)-  47 16 03.02558(N)    069 25 17.37538(W)     ADJUSTED  
 SF1087* NAVD 88     -       569.     (meters)    1867.     (feet)  SCALED    
 SF1087  ___________________________________________________________________
 SF1087  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 SF1087  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 SF1087
 SF1087  HORZ ORDER  -  THIRD
 SF1087
 SF1087.The horizontal coordinates were established by classical geodetic methods
 SF1087.and adjusted by the National Geodetic Survey in March 1998..
 SF1087
 SF1087.The orthometric height was scaled from a topographic map.
 SF1087
 SF1087.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF1087
 SF1087.The geoid height was determined by GEOID03.
 SF1087
 SF1087;                    North         East     Units Scale Factor Converg.
 SF1087;SPC ME E     -   400,572.516   230,272.696   MT  0.99995973   -0 40 36.8
 SF1087;UTM  19      - 5,234,978.046   468,116.050   MT  0.99961249   -0 18 34.6
 SF1087
 SF1087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF1087!SPC ME E     -   0.99991490  x   0.99995973  =   0.99987463
 SF1087!UTM  19      -   0.99991490  x   0.99961249  =   0.99952742
 SF1087
 SF1087:                Primary Azimuth Mark                     Grid Az
 SF1087:SPC ME E     -  MON 202 IBC                              035 26 39.4
 SF1087:UTM  19      -  MON 202 IBC                              035 04 37.2
 SF1087
 SF1087|---------------------------------------------------------------------|
 SF1087| PID    Reference Object                     Distance      Geod. Az  |
 SF1087|                                                           dddmmss.s |
 SF1087| SF1086 MON 202 IBC                         APPROX. 1.1 KM 0344602.6 |
 SF1087| SF1088 MON 203 IBC                         APPROX. 0.5 KM 2144602.4 |
 SF1087|---------------------------------------------------------------------|
 SF1087
 SF1087                          SUPERSEDED SURVEY CONTROL
 SF1087
 SF1087  NAD 83(1992)-  47 16 03.01461(N)    069 25 17.38270(W) AD(       ) 3
 SF1087  NAD 83(1986)-  47 16 03.02013(N)    069 25 17.37757(W) AD(       ) 3
 SF1087  NAD 27      -  47 16 02.94200(N)    069 25 19.22500(W) AD(       ) 3
 SF1087
 SF1087.Superseded values are not recommended for survey control.
 SF1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF1087.See file dsdata.txt to determine how the superseded data were derived.
 SF1087
 SF1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN6811634978(NAD 83)
 SF1087_MARKER: Z = SEE DESCRIPTION
 SF1087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF1087_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF1087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF1087+STABILITY: SURFACE MOTION
 SF1087
 SF1087  HISTORY     - Date     Condition        Report By
 SF1087  HISTORY     - 1912     MONUMENTED       IBC
 SF1087  HISTORY     - 1977     GOOD             IBC
 SF1087
 SF1087                          STATION DESCRIPTION
 SF1087
 SF1087'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (JBB)
 SF1087'THE STATION MARK IS A SMALL CONCRETE OR GRANITE MONUMENT CONSISTING
 SF1087'OF AN 8 - 18 INCH TALL OBELISK PROJECTING ABOVE A SQUARE CONCRETE
 SF1087'BLOCK.  ---CANADA,--- ---U.S.--- ---TREATY 1842---AND THE NUMBER OF
 SF1087'THE MONUMENT AND THE YEAR IT WAS MONUMENTED ARE INSCRIBED ON THE
 SF1087'SIDES OF THE CONCRETE BLOCK.
 SF1087
 SF1087                          STATION RECOVERY (1977)
 SF1087
 SF1087'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 SF1087'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF1086 ***********************************************************************
 SF1086  DESIGNATION -  MON 202 IBC
 SF1086  PID         -  SF1086
 SF1086  STATE/COUNTY-  ME/AROOSTOOK
 SF1086  USGS QUAD   -  MORRISON BROOK (1987)
 SF1086
 SF1086                         *CURRENT SURVEY CONTROL
 SF1086  ___________________________________________________________________
 SF1086* NAD 83(1996)-  47 16 31.80792(N)    069 24 48.01702(W)     ADJUSTED  
 SF1086* NAVD 88     -       390.     (meters)    1280.     (feet)  SCALED    
 SF1086  ___________________________________________________________________
 SF1086  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 SF1086  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 SF1086
 SF1086  HORZ ORDER  -  THIRD
 SF1086
 SF1086.The horizontal coordinates were established by classical geodetic methods
 SF1086.and adjusted by the National Geodetic Survey in March 1998..
 SF1086
 SF1086.The orthometric height was scaled from a topographic map.
 SF1086
 SF1086.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF1086
 SF1086.The geoid height was determined by GEOID03.
 SF1086
 SF1086;                    North         East     Units Scale Factor Converg.
 SF1086;SPC ME E     -   401,454.024   230,900.178   MT  0.99995866   -0 40 15.6
 SF1086;UTM  19      - 5,235,863.251   468,737.652   MT  0.99961201   -0 18 13.1
 SF1086
 SF1086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF1086!SPC ME E     -   0.99994295  x   0.99995866  =   0.99990162
 SF1086!UTM  19      -   0.99994295  x   0.99961201  =   0.99955499
 SF1086
 SF1086:                Primary Azimuth Mark                     Grid Az
 SF1086:SPC ME E     -  MON 201 IBC                              035 26 39.6
 SF1086:UTM  19      -  MON 201 IBC                              035 04 37.1
 SF1086
 SF1086|---------------------------------------------------------------------|
 SF1086| PID    Reference Object                     Distance      Geod. Az  |
 SF1086|                                                           dddmmss.s |
 SF1086| SF1085 MON 201 IBC                         APPROX. 1.6 KM 0344624.0 |
 SF1086|---------------------------------------------------------------------|
 SF1086
 SF1086                          SUPERSEDED SURVEY CONTROL
 SF1086
 SF1086  NAD 83(1992)-  47 16 31.79635(N)    069 24 48.02384(W) AD(       ) 3
 SF1086  NAD 83(1986)-  47 16 31.80197(N)    069 24 48.01887(W) AD(       ) 3
 SF1086  NAD 27      -  47 16 31.72300(N)    069 24 49.86600(W) AD(       ) 3
 SF1086
 SF1086.Superseded values are not recommended for survey control.
 SF1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF1086.See file dsdata.txt to determine how the superseded data were derived.
 SF1086
 SF1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN6873835863(NAD 83)
 SF1086_MARKER: Z = SEE DESCRIPTION
 SF1086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF1086_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF1086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF1086+STABILITY: SURFACE MOTION
 SF1086
 SF1086  HISTORY     - Date     Condition        Report By
 SF1086  HISTORY     - 1845     MONUMENTED       IBC
 SF1086  HISTORY     - 1977     GOOD             IBC
 SF1086
 SF1086                          STATION DESCRIPTION
 SF1086
 SF1086'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 SF1086'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 SF1086'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 SF1086'CONCRETE BASE.  THE NUMBER OF THE
 SF1086'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 SF1086'INSCRIBED IN THE CONCRETE BASE.
 SF1086
 SF1086                          STATION RECOVERY (1977)
 SF1086
 SF1086'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 SF1086'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF1088 ***********************************************************************
 SF1088  DESIGNATION -  MON 203 IBC
 SF1088  PID         -  SF1088
 SF1088  STATE/COUNTY-  ME/AROOSTOOK
 SF1088  USGS QUAD   -  MORRISON BROOK (1987)
 SF1088
 SF1088                         *CURRENT SURVEY CONTROL
 SF1088  ___________________________________________________________________
 SF1088* NAD 83(1996)-  47 15 49.19674(N)    069 25 31.47703(W)     ADJUSTED  
 SF1088* NAVD 88     -       564.     (meters)    1850.     (feet)  SCALED    
 SF1088  ___________________________________________________________________
 SF1088  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 SF1088  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 SF1088
 SF1088  HORZ ORDER  -  THIRD
 SF1088
 SF1088.The horizontal coordinates were established by classical geodetic methods
 SF1088.and adjusted by the National Geodetic Survey in March 1998..
 SF1088
 SF1088.The orthometric height was scaled from a topographic map.
 SF1088
 SF1088.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF1088
 SF1088.The geoid height was determined by GEOID03.
 SF1088
 SF1088;                    North         East     Units Scale Factor Converg.
 SF1088;SPC ME E     -   400,149.007   229,971.232   MT  0.99996025   -0 40 47.0
 SF1088;UTM  19      - 5,234,552.761   467,817.410   MT  0.99961273   -0 18 44.9
 SF1088
 SF1088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF1088!SPC ME E     -   0.99991568  x   0.99996025  =   0.99987593
 SF1088!UTM  19      -   0.99991568  x   0.99961273  =   0.99952844
 SF1088
 SF1088:                Primary Azimuth Mark                     Grid Az
 SF1088:SPC ME E     -  MON 202 A IBC                            035 26 39.0
 SF1088:UTM  19      -  MON 202 A IBC                            035 04 36.9
 SF1088
 SF1088|---------------------------------------------------------------------|
 SF1088| PID    Reference Object                     Distance      Geod. Az  |
 SF1088|                                                           dddmmss.s |
 SF1088| SF1087 MON 202 A IBC                       APPROX. 0.5 KM 0344552.0 |
 SF1088|---------------------------------------------------------------------|
 SF1088
 SF1088                          SUPERSEDED SURVEY CONTROL
 SF1088
 SF1088  NAD 83(1992)-  47 15 49.18608(N)    069 25 31.48455(W) AD(       ) 3
 SF1088  NAD 83(1986)-  47 15 49.19163(N)    069 25 31.47935(W) AD(       ) 3
 SF1088  NAD 27      -  47 15 49.11300(N)    069 25 33.32700(W) AD(       ) 3
 SF1088
 SF1088.Superseded values are not recommended for survey control.
 SF1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF1088.See file dsdata.txt to determine how the superseded data were derived.
 SF1088
 SF1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN6781734553(NAD 83)
 SF1088_MARKER: Z = SEE DESCRIPTION
 SF1088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF1088_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF1088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF1088+STABILITY: SURFACE MOTION
 SF1088
 SF1088  HISTORY     - Date     Condition        Report By
 SF1088  HISTORY     - 1845     MONUMENTED       IBC
 SF1088  HISTORY     - 1977     GOOD             IBC
 SF1088
 SF1088                          STATION DESCRIPTION
 SF1088
 SF1088'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 SF1088'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 SF1088'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 SF1088'CONCRETE BASE.  THE NUMBER OF THE
 SF1088'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 SF1088'INSCRIBED IN THE CONCRETE BASE.
 SF1088
 SF1088                          STATION RECOVERY (1977)
 SF1088
 SF1088'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 SF1088'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF1089 ***********************************************************************
 SF1089  DESIGNATION -  MON 204 IBC
 SF1089  PID         -  SF1089
 SF1089  STATE/COUNTY-  ME/AROOSTOOK
 SF1089  USGS QUAD   -  MORRISON BROOK (1987)
 SF1089
 SF1089                         *CURRENT SURVEY CONTROL
 SF1089  ___________________________________________________________________
 SF1089* NAD 83(1996)-  47 15 06.34276(N)    069 26 15.16031(W)     ADJUSTED  
 SF1089* NAVD 88     -       604.     (meters)    1982.     (feet)  SCALED    
 SF1089  ___________________________________________________________________
 SF1089  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 SF1089  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 SF1089
 SF1089  HORZ ORDER  -  THIRD
 SF1089
 SF1089.The horizontal coordinates were established by classical geodetic methods
 SF1089.and adjusted by the National Geodetic Survey in March 1998..
 SF1089
 SF1089.The orthometric height was scaled from a topographic map.
 SF1089
 SF1089.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF1089
 SF1089.The geoid height was determined by GEOID03.
 SF1089
 SF1089;                    North         East     Units Scale Factor Converg.
 SF1089;SPC ME E     -   398,836.693   229,037.097   MT  0.99996187   -0 41 18.6
 SF1089;UTM  19      - 5,233,234.946   466,892.028   MT  0.99961347   -0 19 16.7
 SF1089
 SF1089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF1089!SPC ME E     -   0.99990941  x   0.99996187  =   0.99987128
 SF1089!UTM  19      -   0.99990941  x   0.99961347  =   0.99952292
 SF1089
 SF1089:                Primary Azimuth Mark                     Grid Az
 SF1089:SPC ME E     -  MON 203 IBC                              035 26 38.6
 SF1089:UTM  19      -  MON 203 IBC                              035 04 36.7
 SF1089
 SF1089|---------------------------------------------------------------------|
 SF1089| PID    Reference Object                     Distance      Geod. Az  |
 SF1089|                                                           dddmmss.s |
 SF1089| SF1088 MON 203 IBC                         APPROX. 1.6 KM 0344520.0 |
 SF1089|---------------------------------------------------------------------|
 SF1089
 SF1089                          SUPERSEDED SURVEY CONTROL
 SF1089
 SF1089  NAD 83(1992)-  47 15 06.33301(N)    069 26 15.16852(W) AD(       ) 3
 SF1089  NAD 83(1986)-  47 15 06.33844(N)    069 26 15.16326(W) AD(       ) 3
 SF1089  NAD 27      -  47 15 06.26000(N)    069 26 17.01100(W) AD(       ) 3
 SF1089
 SF1089.Superseded values are not recommended for survey control.
 SF1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF1089.See file dsdata.txt to determine how the superseded data were derived.
 SF1089
 SF1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN6689233235(NAD 83)
 SF1089_MARKER: Z = SEE DESCRIPTION
 SF1089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF1089_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF1089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF1089+STABILITY: SURFACE MOTION
 SF1089
 SF1089  HISTORY     - Date     Condition        Report By
 SF1089  HISTORY     - 1845     MONUMENTED       IBC
 SF1089  HISTORY     - 1977     GOOD             IBC
 SF1089
 SF1089                          STATION DESCRIPTION
 SF1089
 SF1089'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 SF1089'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 SF1089'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 SF1089'CONCRETE BASE.  THE NUMBER OF THE
 SF1089'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 SF1089'INSCRIBED IN THE CONCRETE BASE.
 SF1089
 SF1089                          STATION RECOVERY (1977)
 SF1089
 SF1089'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 SF1089'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF1055 ***********************************************************************
 SF1055  DESIGNATION -  MON 205 IBC
 SF1055  PID         -  SF1055
 SF1055  STATE/COUNTY-  ME/AROOSTOOK
 SF1055  USGS QUAD   -  ROCKY MOUNTAIN NW (1987)
 SF1055
 SF1055                         *CURRENT SURVEY CONTROL
 SF1055  ___________________________________________________________________
 SF1055* NAD 83(1996)-  47 14 39.85856(N)    069 26 42.14483(W)     ADJUSTED  
 SF1055* NAVD 88     -       615.     (meters)    2018.     (feet)  SCALED    
 SF1055  ___________________________________________________________________
 SF1055  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 SF1055  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 SF1055
 SF1055  HORZ ORDER  -  THIRD
 SF1055
 SF1055.The horizontal coordinates were established by classical geodetic methods
 SF1055.and adjusted by the National Geodetic Survey in March 1998..
 SF1055
 SF1055.The orthometric height was scaled from a topographic map.
 SF1055
 SF1055.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF1055
 SF1055.The geoid height was determined by GEOID03.
 SF1055
 SF1055;                    North         East     Units Scale Factor Converg.
 SF1055;SPC ME E     -   398,025.740   228,459.844   MT  0.99996288   -0 41 38.2
 SF1055;UTM  19      - 5,232,420.594   466,320.184   MT  0.99961394   -0 19 36.4
 SF1055
 SF1055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF1055!SPC ME E     -   0.99990769  x   0.99996288  =   0.99987057
 SF1055!UTM  19      -   0.99990769  x   0.99961394  =   0.99952166
 SF1055
 SF1055:                Primary Azimuth Mark                     Grid Az
 SF1055:SPC ME E     -  MON 204 IBC                              035 26 38.4
 SF1055:UTM  19      -  MON 204 IBC                              035 04 36.6
 SF1055
 SF1055|---------------------------------------------------------------------|
 SF1055| PID    Reference Object                     Distance      Geod. Az  |
 SF1055|                                                           dddmmss.s |
 SF1055| SF1089 MON 204 IBC                         APPROX. 1.0 KM 0344500.2 |
 SF1055|---------------------------------------------------------------------|
 SF1055
 SF1055                          SUPERSEDED SURVEY CONTROL
 SF1055
 SF1055  NAD 83(1992)-  47 14 39.84939(N)    069 26 42.15345(W) AD(       ) 3
 SF1055  NAD 83(1986)-  47 14 39.85479(N)    069 26 42.14813(W) AD(       ) 3
 SF1055  NAD 27      -  47 14 39.77700(N)    069 26 43.99600(W) AD(       ) 3
 SF1055
 SF1055.Superseded values are not recommended for survey control.
 SF1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF1055.See file dsdata.txt to determine how the superseded data were derived.
 SF1055
 SF1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN6632032421(NAD 83)
 SF1055_MARKER: Z = SEE DESCRIPTION
 SF1055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF1055_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF1055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF1055+STABILITY: SURFACE MOTION
 SF1055
 SF1055  HISTORY     - Date     Condition        Report By
 SF1055  HISTORY     - 1845     MONUMENTED       IBC
 SF1055  HISTORY     - 1977     GOOD             IBC
 SF1055
 SF1055                          STATION DESCRIPTION
 SF1055
 SF1055'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 SF1055'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 SF1055'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 SF1055'CONCRETE BASE.  THE NUMBER OF THE
 SF1055'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 SF1055'INSCRIBED IN THE CONCRETE BASE.
 SF1055
 SF1055                          STATION RECOVERY (1977)
 SF1055
 SF1055'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 SF1055'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF1056 ***********************************************************************
 SF1056  DESIGNATION -  MON 206 IBC
 SF1056  PID         -  SF1056
 SF1056  STATE/COUNTY-  ME/AROOSTOOK
 SF1056  USGS QUAD   -  ROCKY MOUNTAIN NW (1987)
 SF1056
 SF1056                         *CURRENT SURVEY CONTROL
 SF1056  ___________________________________________________________________
 SF1056* NAD 83(1996)-  47 14 23.44419(N)    069 26 58.86332(W)     ADJUSTED  
 SF1056* NAVD 88     -       589.     (meters)    1932.     (feet)  SCALED    
 SF1056  ___________________________________________________________________
 SF1056  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 SF1056  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 SF1056
 SF1056  HORZ ORDER  -  THIRD
 SF1056
 SF1056.The horizontal coordinates were established by classical geodetic methods
 SF1056.and adjusted by the National Geodetic Survey in March 1998..
 SF1056
 SF1056.The orthometric height was scaled from a topographic map.
 SF1056
 SF1056.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF1056
 SF1056.The geoid height was determined by GEOID03.
 SF1056
 SF1056;                    North         East     Units Scale Factor Converg.
 SF1056;SPC ME E     -   397,523.155   228,102.122   MT  0.99996351   -0 41 50.2
 SF1056;UTM  19      - 5,231,915.903   465,965.813   MT  0.99961424   -0 19 48.6
 SF1056
 SF1056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF1056!SPC ME E     -   0.99991176  x   0.99996351  =   0.99987528
 SF1056!UTM  19      -   0.99991176  x   0.99961424  =   0.99952604
 SF1056
 SF1056:                Primary Azimuth Mark                     Grid Az
 SF1056:SPC ME E     -  MON 205 IBC                              035 26 30.6
 SF1056:UTM  19      -  MON 205 IBC                              035 04 29.0
 SF1056
 SF1056|---------------------------------------------------------------------|
 SF1056| PID    Reference Object                     Distance      Geod. Az  |
 SF1056|                                                           dddmmss.s |
 SF1056| SF1055 MON 205 IBC                         APPROX. 0.6 KM 0344440.4 |
 SF1056|---------------------------------------------------------------------|
 SF1056
 SF1056                          SUPERSEDED SURVEY CONTROL
 SF1056
 SF1056  NAD 83(1992)-  47 14 23.43536(N)    069 26 58.87220(W) AD(       ) 3
 SF1056  NAD 83(1986)-  47 14 23.44078(N)    069 26 58.86684(W) AD(       ) 3
 SF1056  NAD 27      -  47 14 23.36300(N)    069 27 00.71500(W) AD(       ) 3
 SF1056
 SF1056.Superseded values are not recommended for survey control.
 SF1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF1056.See file dsdata.txt to determine how the superseded data were derived.
 SF1056
 SF1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN6596631916(NAD 83)
 SF1056_MARKER: Z = SEE DESCRIPTION
 SF1056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF1056_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF1056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF1056+STABILITY: SURFACE MOTION
 SF1056
 SF1056  HISTORY     - Date     Condition        Report By
 SF1056  HISTORY     - 1845     MONUMENTED       IBC
 SF1056  HISTORY     - 1977     GOOD             IBC
 SF1056
 SF1056                          STATION DESCRIPTION
 SF1056
 SF1056'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 SF1056'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 SF1056'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 SF1056'CONCRETE BASE.  THE NUMBER OF THE
 SF1056'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 SF1056'INSCRIBED IN THE CONCRETE BASE.
 SF1056
 SF1056                          STATION RECOVERY (1977)
 SF1056
 SF1056'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 SF1056'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF1057 ***********************************************************************
 SF1057  DESIGNATION -  MON 207 IBC
 SF1057  PID         -  SF1057
 SF1057  STATE/COUNTY-  ME/AROOSTOOK
 SF1057  USGS QUAD   -  ROCKY MOUNTAIN NW (1987)
 SF1057
 SF1057                         *CURRENT SURVEY CONTROL
 SF1057  ___________________________________________________________________
 SF1057* NAD 83(1996)-  47 13 40.65175(N)    069 27 42.43208(W)     ADJUSTED  
 SF1057* NAVD 88     -       584.     (meters)    1916.     (feet)  SCALED    
 SF1057  ___________________________________________________________________
 SF1057  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 SF1057  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 SF1057
 SF1057  HORZ ORDER  -  THIRD
 SF1057
 SF1057.The horizontal coordinates were established by classical geodetic methods
 SF1057.and adjusted by the National Geodetic Survey in March 1998..
 SF1057
 SF1057.The orthometric height was scaled from a topographic map.
 SF1057
 SF1057.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF1057
 SF1057.The geoid height was determined by GEOID03.
 SF1057
 SF1057;                    North         East     Units Scale Factor Converg.
 SF1057;SPC ME E     -   396,213.005   227,169.603   MT  0.99996517   -0 42 21.7
 SF1057;UTM  19      - 5,230,600.266   465,042.030   MT  0.99961502   -0 20 20.3
 SF1057
 SF1057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF1057!SPC ME E     -   0.99991255  x   0.99996517  =   0.99987772
 SF1057!UTM  19      -   0.99991255  x   0.99961502  =   0.99952760
 SF1057
 SF1057:                Primary Azimuth Mark                     Grid Az
 SF1057:SPC ME E     -  MON 206 IBC                              035 26 30.7
 SF1057:UTM  19      -  MON 206 IBC                              035 04 29.3
 SF1057
 SF1057|---------------------------------------------------------------------|
 SF1057| PID    Reference Object                     Distance      Geod. Az  |
 SF1057|                                                           dddmmss.s |
 SF1057| SF1056 MON 206 IBC                         APPROX. 1.6 KM 0344409.0 |
 SF1057|---------------------------------------------------------------------|
 SF1057
 SF1057                          SUPERSEDED SURVEY CONTROL
 SF1057
 SF1057  NAD 83(1992)-  47 13 40.64388(N)    069 27 42.44155(W) AD(       ) 3
 SF1057  NAD 83(1986)-  47 13 40.64922(N)    069 27 42.43619(W) AD(       ) 3
 SF1057  NAD 27      -  47 13 40.57200(N)    069 27 44.28400(W) AD(       ) 3
 SF1057
 SF1057.Superseded values are not recommended for survey control.
 SF1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF1057.See file dsdata.txt to determine how the superseded data were derived.
 SF1057
 SF1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN6504230600(NAD 83)
 SF1057_MARKER: Z = SEE DESCRIPTION
 SF1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF1057_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF1057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF1057+STABILITY: SURFACE MOTION
 SF1057
 SF1057  HISTORY     - Date     Condition        Report By
 SF1057  HISTORY     - 1845     MONUMENTED       IBC
 SF1057  HISTORY     - 1977     GOOD             IBC
 SF1057
 SF1057                          STATION DESCRIPTION
 SF1057
 SF1057'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 SF1057'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 SF1057'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 SF1057'CONCRETE BASE.  THE NUMBER OF THE
 SF1057'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 SF1057'INSCRIBED IN THE CONCRETE BASE.
 SF1057
 SF1057                          STATION RECOVERY (1977)
 SF1057
 SF1057'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 SF1057'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF1058 ***********************************************************************
 SF1058  DESIGNATION -  MON 208 IBC
 SF1058  PID         -  SF1058
 SF1058  STATE/COUNTY-  ME/AROOSTOOK
 SF1058  USGS QUAD   -  ROCKY MOUNTAIN NW (1987)
 SF1058
 SF1058                         *CURRENT SURVEY CONTROL
 SF1058  ___________________________________________________________________
 SF1058* NAD 83(1996)-  47 12 57.82824(N)    069 28 26.00832(W)     ADJUSTED  
 SF1058* NAVD 88     -       493.     (meters)    1617.     (feet)  SCALED    
 SF1058  ___________________________________________________________________
 SF1058  LAPLACE CORR-           2.19  (seconds)                    DEFLEC99
 SF1058  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 SF1058
 SF1058  HORZ ORDER  -  THIRD
 SF1058
 SF1058.The horizontal coordinates were established by classical geodetic methods
 SF1058.and adjusted by the National Geodetic Survey in March 1998..
 SF1058
 SF1058.The orthometric height was scaled from a topographic map.
 SF1058
 SF1058.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF1058
 SF1058.The geoid height was determined by GEOID03.
 SF1058
 SF1058;                    North         East     Units Scale Factor Converg.
 SF1058;SPC ME E     -   394,902.043   226,236.508   MT  0.99996685   -0 42 53.2
 SF1058;UTM  19      - 5,229,283.815   464,117.676   MT  0.99961582   -0 20 52.1
 SF1058
 SF1058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF1058!SPC ME E     -   0.99992681  x   0.99996685  =   0.99989367
 SF1058!UTM  19      -   0.99992681  x   0.99961582  =   0.99954266
 SF1058
 SF1058:                Primary Azimuth Mark                     Grid Az
 SF1058:SPC ME E     -  MON 207 IBC                              035 26 30.5
 SF1058:UTM  19      -  MON 207 IBC                              035 04 29.4
 SF1058
 SF1058|---------------------------------------------------------------------|
 SF1058| PID    Reference Object                     Distance      Geod. Az  |
 SF1058|                                                           dddmmss.s |
 SF1058| SF1057 MON 207 IBC                         APPROX. 1.6 KM 0344337.3 |
 SF1058|---------------------------------------------------------------------|
 SF1058
 SF1058                          SUPERSEDED SURVEY CONTROL
 SF1058
 SF1058  NAD 83(1992)-  47 12 57.82128(N)    069 28 26.01844(W) AD(       ) 3
 SF1058  NAD 83(1986)-  47 12 57.82650(N)    069 28 26.01320(W) AD(       ) 3
 SF1058  NAD 27      -  47 12 57.74900(N)    069 28 27.86100(W) AD(       ) 3
 SF1058
 SF1058.Superseded values are not recommended for survey control.
 SF1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF1058.See file dsdata.txt to determine how the superseded data were derived.
 SF1058
 SF1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN6411829284(NAD 83)
 SF1058_MARKER: Z = SEE DESCRIPTION
 SF1058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF1058_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF1058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF1058+STABILITY: SURFACE MOTION
 SF1058
 SF1058  HISTORY     - Date     Condition        Report By
 SF1058  HISTORY     - 1845     MONUMENTED       IBC
 SF1058  HISTORY     - 1977     POOR             IBC
 SF1058
 SF1058                          STATION DESCRIPTION
 SF1058
 SF1058'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 SF1058'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 SF1058'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 SF1058'CONCRETE BASE.  THE NUMBER OF THE
 SF1058'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 SF1058'INSCRIBED IN THE CONCRETE BASE.
 SF1058
 SF1058                          STATION RECOVERY (1977)
 SF1058
 SF1058'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 SF1058'MONUMENT REBUILT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF1059 ***********************************************************************
 SF1059  DESIGNATION -  MON 209 IBC
 SF1059  PID         -  SF1059
 SF1059  STATE/COUNTY-  ME/AROOSTOOK
 SF1059  USGS QUAD   -  ROCKY MOUNTAIN NW (1987)
 SF1059
 SF1059                         *CURRENT SURVEY CONTROL
 SF1059  ___________________________________________________________________
 SF1059* NAD 83(1996)-  47 12 14.93784(N)    069 29 09.62843(W)     ADJUSTED  
 SF1059* NAVD 88     -       591.     (meters)    1939.     (feet)  SCALED    
 SF1059  ___________________________________________________________________
 SF1059  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 SF1059  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 SF1059
 SF1059  HORZ ORDER  -  THIRD
 SF1059
 SF1059.The horizontal coordinates were established by classical geodetic methods
 SF1059.and adjusted by the National Geodetic Survey in March 1998..
 SF1059
 SF1059.The orthometric height was scaled from a topographic map.
 SF1059
 SF1059.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF1059
 SF1059.The geoid height was determined by GEOID03.
 SF1059
 SF1059;                    North         East     Units Scale Factor Converg.
 SF1059;SPC ME E     -   393,589.173   225,302.056   MT  0.99996855   -0 43 24.8
 SF1059;UTM  19      - 5,227,965.451   463,191.978   MT  0.99961665   -0 21 23.9
 SF1059
 SF1059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF1059!SPC ME E     -   0.99991146  x   0.99996855  =   0.99988001
 SF1059!UTM  19      -   0.99991146  x   0.99961665  =   0.99952814
 SF1059
 SF1059:                Primary Azimuth Mark                     Grid Az
 SF1059:SPC ME E     -  MON 208 IBC                              035 26 30.3
 SF1059:UTM  19      -  MON 208 IBC                              035 04 29.4
 SF1059
 SF1059|---------------------------------------------------------------------|
 SF1059| PID    Reference Object                     Distance      Geod. Az  |
 SF1059|                                                           dddmmss.s |
 SF1059| SF1058 MON 208 IBC                         APPROX. 1.6 KM 0344305.5 |
 SF1059|---------------------------------------------------------------------|
 SF1059
 SF1059                          SUPERSEDED SURVEY CONTROL
 SF1059
 SF1059  NAD 83(1992)-  47 12 14.93179(N)    069 29 09.63922(W) AD(       ) 3
 SF1059  NAD 83(1986)-  47 12 14.93694(N)    069 29 09.63387(W) AD(       ) 3
 SF1059  NAD 27      -  47 12 14.86000(N)    069 29 11.48100(W) AD(       ) 3
 SF1059
 SF1059.Superseded values are not recommended for survey control.
 SF1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF1059.See file dsdata.txt to determine how the superseded data were derived.
 SF1059
 SF1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN6319227965(NAD 83)
 SF1059_MARKER: Z = SEE DESCRIPTION
 SF1059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF1059_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF1059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF1059+STABILITY: SURFACE MOTION
 SF1059
 SF1059  HISTORY     - Date     Condition        Report By
 SF1059  HISTORY     - 1845     MONUMENTED       IBC
 SF1059  HISTORY     - 1960     POOR             IBC
 SF1059  HISTORY     - 1977     GOOD             IBC
 SF1059
 SF1059                          STATION DESCRIPTION
 SF1059
 SF1059'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 SF1059'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 SF1059'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 SF1059'CONCRETE BASE.  THE NUMBER OF THE
 SF1059'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 SF1059'INSCRIBED IN THE CONCRETE BASE.
 SF1059
 SF1059                          STATION RECOVERY (1960)
 SF1059
 SF1059'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1960
 SF1059'CAST IRON SHAFT BROKEN.  REPAIRED BY FILLING SHAFT WITH CONCRETE,
 SF1059'REINFORCED BY IRON RODS.
 SF1059
 SF1059                          STATION RECOVERY (1977)
 SF1059
 SF1059'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 SF1059'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF1060 ***********************************************************************
 SF1060  DESIGNATION -  MON 210 IBC
 SF1060  PID         -  SF1060
 SF1060  STATE/COUNTY-  ME/AROOSTOOK
 SF1060  USGS QUAD   -  ROCKY MOUNTAIN NW (1987)
 SF1060
 SF1060                         *CURRENT SURVEY CONTROL
 SF1060  ___________________________________________________________________
 SF1060* NAD 83(1996)-  47 11 59.74339(N)    069 29 25.07555(W)     ADJUSTED  
 SF1060* NAVD 88     -       601.     (meters)    1972.     (feet)  SCALED    
 SF1060  ___________________________________________________________________
 SF1060  LAPLACE CORR-           2.43  (seconds)                    DEFLEC99
 SF1060  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 SF1060
 SF1060  HORZ ORDER  -  THIRD
 SF1060
 SF1060.The horizontal coordinates were established by classical geodetic methods
 SF1060.and adjusted by the National Geodetic Survey in March 1998..
 SF1060
 SF1060.The orthometric height was scaled from a topographic map.
 SF1060
 SF1060.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF1060
 SF1060.The geoid height was determined by GEOID03.
 SF1060
 SF1060;                    North         East     Units Scale Factor Converg.
 SF1060;SPC ME E     -   393,124.106   224,971.041   MT  0.99996916   -0 43 35.9
 SF1060;UTM  19      - 5,227,498.438   462,864.062   MT  0.99961695   -0 21 35.1
 SF1060
 SF1060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF1060!SPC ME E     -   0.99990989  x   0.99996916  =   0.99987906
 SF1060!UTM  19      -   0.99990989  x   0.99961695  =   0.99952688
 SF1060
 SF1060:                Primary Azimuth Mark                     Grid Az
 SF1060:SPC ME E     -  MON 209 IBC                              035 26 30.1
 SF1060:UTM  19      -  MON 209 IBC                              035 04 29.3
 SF1060
 SF1060|---------------------------------------------------------------------|
 SF1060| PID    Reference Object                     Distance      Geod. Az  |
 SF1060|                                                           dddmmss.s |
 SF1060| SF1059 MON 209 IBC                         APPROX. 0.6 KM 0344254.2 |
 SF1060|---------------------------------------------------------------------|
 SF1060
 SF1060                          SUPERSEDED SURVEY CONTROL
 SF1060
 SF1060  NAD 83(1992)-  47 11 59.73764(N)    069 29 25.08659(W) AD(       ) 3
 SF1060  NAD 83(1986)-  47 11 59.74281(N)    069 29 25.08119(W) AD(       ) 3
 SF1060  NAD 27      -  47 11 59.66600(N)    069 29 26.92800(W) AD(       ) 3
 SF1060
 SF1060.Superseded values are not recommended for survey control.
 SF1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF1060.See file dsdata.txt to determine how the superseded data were derived.
 SF1060
 SF1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN6286427498(NAD 83)
 SF1060_MARKER: Z = SEE DESCRIPTION
 SF1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF1060_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF1060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF1060+STABILITY: SURFACE MOTION
 SF1060
 SF1060  HISTORY     - Date     Condition        Report By
 SF1060  HISTORY     - 1845     MONUMENTED       IBC
 SF1060  HISTORY     - 1977     GOOD             IBC
 SF1060
 SF1060                          STATION DESCRIPTION
 SF1060
 SF1060'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 SF1060'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 SF1060'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 SF1060'CONCRETE BASE.  THE NUMBER OF THE
 SF1060'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 SF1060'INSCRIBED IN THE CONCRETE BASE.
 SF1060
 SF1060                          STATION RECOVERY (1977)
 SF1060
 SF1060'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 SF1060'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF1061 ***********************************************************************
 SF1061  DESIGNATION -  MON 211 IBC
 SF1061  PID         -  SF1061
 SF1061  STATE/COUNTY-  ME/AROOSTOOK
 SF1061  USGS QUAD   -  ROCKY MOUNTAIN NW (1987)
 SF1061
 SF1061                         *CURRENT SURVEY CONTROL
 SF1061  ___________________________________________________________________
 SF1061* NAD 83(1996)-  47 11 32.08110(N)    069 29 53.18927(W)     ADJUSTED  
 SF1061* NAVD 88     -       532.     (meters)    1745.     (feet)  SCALED    
 SF1061  ___________________________________________________________________
 SF1061  LAPLACE CORR-           3.24  (seconds)                    DEFLEC99
 SF1061  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 SF1061
 SF1061  HORZ ORDER  -  THIRD
 SF1061
 SF1061.The horizontal coordinates were established by classical geodetic methods
 SF1061.and adjusted by the National Geodetic Survey in March 1998..
 SF1061
 SF1061.The orthometric height was scaled from a topographic map.
 SF1061
 SF1061.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF1061
 SF1061.The geoid height was determined by GEOID03.
 SF1061
 SF1061;                    North         East     Units Scale Factor Converg.
 SF1061;SPC ME E     -   392,277.472   224,368.458   MT  0.99997028   -0 43 56.2
 SF1061;UTM  19      - 5,226,648.263   462,267.124   MT  0.99961750   -0 21 55.6
 SF1061
 SF1061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF1061!SPC ME E     -   0.99992071  x   0.99997028  =   0.99989099
 SF1061!UTM  19      -   0.99992071  x   0.99961750  =   0.99953824
 SF1061
 SF1061:                Primary Azimuth Mark                     Grid Az
 SF1061:SPC ME E     -  MON 210 IBC                              035 26 27.2
 SF1061:UTM  19      -  MON 210 IBC                              035 04 26.6
 SF1061
 SF1061|---------------------------------------------------------------------|
 SF1061| PID    Reference Object                     Distance      Geod. Az  |
 SF1061|                                                           dddmmss.s |
 SF1061| SF1060 MON 210 IBC                         APPROX. 1.0 KM 0344231.0 |
 SF1061|---------------------------------------------------------------------|
 SF1061
 SF1061                          SUPERSEDED SURVEY CONTROL
 SF1061
 SF1061  NAD 83(1992)-  47 11 32.07594(N)    069 29 53.20068(W) AD(       ) 3
 SF1061  NAD 83(1986)-  47 11 32.08107(N)    069 29 53.19536(W) AD(       ) 3
 SF1061  NAD 27      -  47 11 32.00400(N)    069 29 55.04200(W) AD(       ) 3
 SF1061
 SF1061.Superseded values are not recommended for survey control.
 SF1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF1061.See file dsdata.txt to determine how the superseded data were derived.
 SF1061
 SF1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN6226726648(NAD 83)
 SF1061_MARKER: Z = SEE DESCRIPTION
 SF1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF1061_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF1061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF1061+STABILITY: SURFACE MOTION
 SF1061
 SF1061  HISTORY     - Date     Condition        Report By
 SF1061  HISTORY     - 1845     MONUMENTED       IBC
 SF1061  HISTORY     - 1977     POOR             IBC
 SF1061
 SF1061                          STATION DESCRIPTION
 SF1061
 SF1061'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 SF1061'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 SF1061'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 SF1061'CONCRETE BASE.  THE NUMBER OF THE
 SF1061'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 SF1061'INSCRIBED IN THE CONCRETE BASE.
 SF1061
 SF1061                          STATION RECOVERY (1977)
 SF1061
 SF1061'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 SF1061'MONUMENT REBUILT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF1093 ***********************************************************************
 SF1093  DESIGNATION -  MON 212 IBC
 SF1093  PID         -  SF1093
 SF1093  STATE/COUNTY-  ME/AROOSTOOK
 SF1093  USGS QUAD   -  EAST LAKE (1987)
 SF1093
 SF1093                         *CURRENT SURVEY CONTROL
 SF1093  ___________________________________________________________________
 SF1093* NAD 83(1996)-  47 10 49.22887(N)    069 30 36.72114(W)     ADJUSTED  
 SF1093* NAVD 88     -       443.     (meters)    1453.     (feet)  SCALED    
 SF1093  ___________________________________________________________________
 SF1093  LAPLACE CORR-           3.97  (seconds)                    DEFLEC99
 SF1093  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 SF1093
 SF1093  HORZ ORDER  -  THIRD
 SF1093
 SF1093.The horizontal coordinates were established by classical geodetic methods
 SF1093.and adjusted by the National Geodetic Survey in March 1998..
 SF1093
 SF1093.The orthometric height was scaled from a topographic map.
 SF1093
 SF1093.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF1093
 SF1093.The geoid height was determined by GEOID03.
 SF1093
 SF1093;                    North         East     Units Scale Factor Converg.
 SF1093;SPC ME E     -   390,966.048   223,435.066   MT  0.99997202   -0 44 27.7
 SF1093;UTM  19      - 5,225,331.356   461,342.473   MT  0.99961837   -0 22 27.2
 SF1093
 SF1093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF1093!SPC ME E     -   0.99993466  x   0.99997202  =   0.99990669
 SF1093!UTM  19      -   0.99993466  x   0.99961837  =   0.99955306
 SF1093
 SF1093:                Primary Azimuth Mark                     Grid Az
 SF1093:SPC ME E     -  MON 211 IBC                              035 26 27.3
 SF1093:UTM  19      -  MON 211 IBC                              035 04 26.8
 SF1093
 SF1093|---------------------------------------------------------------------|
 SF1093| PID    Reference Object                     Distance      Geod. Az  |
 SF1093|                                                           dddmmss.s |
 SF1093| SF1061 MON 211 IBC                         APPROX. 1.6 KM 0344159.6 |
 SF1093|---------------------------------------------------------------------|
 SF1093
 SF1093                          SUPERSEDED SURVEY CONTROL
 SF1093
 SF1093  NAD 83(1992)-  47 10 49.22456(N)    069 30 36.73315(W) AD(       ) 3
 SF1093  NAD 83(1986)-  47 10 49.22959(N)    069 30 36.72800(W) AD(       ) 3
 SF1093  NAD 27      -  47 10 49.15300(N)    069 30 38.57400(W) AD(       ) 3
 SF1093
 SF1093.Superseded values are not recommended for survey control.
 SF1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF1093.See file dsdata.txt to determine how the superseded data were derived.
 SF1093
 SF1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN6134225331(NAD 83)
 SF1093_MARKER: Z = SEE DESCRIPTION
 SF1093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF1093_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF1093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF1093+STABILITY: SURFACE MOTION
 SF1093
 SF1093  HISTORY     - Date     Condition        Report By
 SF1093  HISTORY     - 1845     MONUMENTED       IBC
 SF1093  HISTORY     - 1960     POOR             IBC
 SF1093  HISTORY     - 1977     GOOD             IBC
 SF1093
 SF1093                          STATION DESCRIPTION
 SF1093
 SF1093'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 SF1093'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 SF1093'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 SF1093'CONCRETE BASE.  THE NUMBER OF THE
 SF1093'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 SF1093'INSCRIBED IN THE CONCRETE BASE.
 SF1093
 SF1093                          STATION RECOVERY (1960)
 SF1093
 SF1093'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1960
 SF1093'SHAFT BROKEN OFF AT BASE, SHAFT IS MISSING, BASE IN GOOD CONDITION.
 SF1093
 SF1093                          STATION RECOVERY (1977)
 SF1093
 SF1093'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 SF1093'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF1094 ***********************************************************************
 SF1094  DESIGNATION -  MON 213 IBC
 SF1094  PID         -  SF1094
 SF1094  STATE/COUNTY-  ME/AROOSTOOK
 SF1094  USGS QUAD   -  EAST LAKE (1987)
 SF1094
 SF1094                         *CURRENT SURVEY CONTROL
 SF1094  ___________________________________________________________________
 SF1094* NAD 83(1996)-  47 10 06.54168(N)    069 31 20.06148(W)     ADJUSTED  
 SF1094* NAVD 88     -       329.     (meters)    1079.     (feet)  SCALED    
 SF1094  ___________________________________________________________________
 SF1094  LAPLACE CORR-           3.62  (seconds)                    DEFLEC99
 SF1094  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 SF1094
 SF1094  HORZ ORDER  -  THIRD
 SF1094
 SF1094.The horizontal coordinates were established by classical geodetic methods
 SF1094.and adjusted by the National Geodetic Survey in March 1998..
 SF1094
 SF1094.The orthometric height was scaled from a topographic map.
 SF1094
 SF1094.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF1094
 SF1094.The geoid height was determined by GEOID03.
 SF1094
 SF1094;                    North         East     Units Scale Factor Converg.
 SF1094;SPC ME E     -   389,659.813   222,505.366   MT  0.99997378   -0 44 58.9
 SF1094;UTM  19      - 5,224,019.661   460,421.480   MT  0.99961925   -0 22 58.8
 SF1094
 SF1094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF1094!SPC ME E     -   0.99995254  x   0.99997378  =   0.99992632
 SF1094!UTM  19      -   0.99995254  x   0.99961925  =   0.99957180
 SF1094
 SF1094:                Primary Azimuth Mark                     Grid Az
 SF1094:SPC ME E     -  MON 212 IBC                              035 26 27.2
 SF1094:UTM  19      -  MON 212 IBC                              035 04 27.1
 SF1094
 SF1094|---------------------------------------------------------------------|
 SF1094| PID    Reference Object                     Distance      Geod. Az  |
 SF1094|                                                           dddmmss.s |
 SF1094| SF1093 MON 212 IBC                         APPROX. 1.6 KM 0344128.3 |
 SF1094| SF1095 MON 214 IBC                         100.252 METERS 21441     |
 SF1094|---------------------------------------------------------------------|
 SF1094
 SF1094                          SUPERSEDED SURVEY CONTROL
 SF1094
 SF1094  NAD 83(1992)-  47 10 06.53823(N)    069 31 20.07405(W) AD(       ) 3
 SF1094  NAD 83(1986)-  47 10 06.54313(N)    069 31 20.06909(W) AD(       ) 3
 SF1094  NAD 27      -  47 10 06.46600(N)    069 31 21.91400(W) AD(       ) 3
 SF1094
 SF1094.Superseded values are not recommended for survey control.
 SF1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF1094.See file dsdata.txt to determine how the superseded data were derived.
 SF1094
 SF1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN6042124020(NAD 83)
 SF1094_MARKER: Z = SEE DESCRIPTION
 SF1094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF1094_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF1094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF1094+STABILITY: SURFACE MOTION
 SF1094
 SF1094  HISTORY     - Date     Condition        Report By
 SF1094  HISTORY     - 1845     MONUMENTED       IBC
 SF1094  HISTORY     - 1928     POOR             IBC
 SF1094  HISTORY     - 1960     POOR             IBC
 SF1094  HISTORY     - 1977     GOOD             IBC
 SF1094
 SF1094                          STATION DESCRIPTION
 SF1094
 SF1094'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 SF1094'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 SF1094'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 SF1094'CONCRETE BASE.  THE NUMBER OF THE
 SF1094'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 SF1094'INSCRIBED IN THE CONCRETE BASE.
 SF1094
 SF1094                          STATION RECOVERY (1928)
 SF1094
 SF1094'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1928
 SF1094'BADLY TILTED FROM PERPENDICULAR BY ACTION OF FROST, MONUMENT PLUMBED
 SF1094'AND EARTH TAMPED AROUND BASE.
 SF1094
 SF1094                          STATION RECOVERY (1960)
 SF1094
 SF1094'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1960
 SF1094'FOUND LEANING.  EARTH REMOVED AND MONUMENT PLUMBED.
 SF1094
 SF1094                          STATION RECOVERY (1977)
 SF1094
 SF1094'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 SF1094'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF1095 ***********************************************************************
 SF1095  DESIGNATION -  MON 214 IBC
 SF1095  PID         -  SF1095
 SF1095  STATE/COUNTY-  ME/AROOSTOOK
 SF1095  USGS QUAD   -  EAST LAKE (1987)
 SF1095
 SF1095                         *CURRENT SURVEY CONTROL
 SF1095  ___________________________________________________________________
 SF1095* NAD 83(1996)-  47 10 03.87244(N)    069 31 22.77078(W)     ADJUSTED  
 SF1095* NAVD 88     -       322.     (meters)    1056.     (feet)  SCALED    
 SF1095  ___________________________________________________________________
 SF1095  LAPLACE CORR-           3.55  (seconds)                    DEFLEC99
 SF1095  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 SF1095
 SF1095  HORZ ORDER  -  THIRD
 SF1095
 SF1095.The horizontal coordinates were established by classical geodetic methods
 SF1095.and adjusted by the National Geodetic Survey in March 1998..
 SF1095
 SF1095.The orthometric height was scaled from a topographic map.
 SF1095
 SF1095.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF1095
 SF1095.The geoid height was determined by GEOID03.
 SF1095
 SF1095;                    North         East     Units Scale Factor Converg.
 SF1095;SPC ME E     -   389,578.138   222,447.235   MT  0.99997389   -0 45 00.9
 SF1095;UTM  19      - 5,223,937.645   460,363.893   MT  0.99961931   -0 23 00.7
 SF1095
 SF1095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF1095!SPC ME E     -   0.99995363  x   0.99997389  =   0.99992753
 SF1095!UTM  19      -   0.99995363  x   0.99961931  =   0.99957296
 SF1095
 SF1095|---------------------------------------------------------------------|
 SF1095| PID    Reference Object                     Distance      Geod. Az  |
 SF1095|                                                           dddmmss.s |
 SF1095| SF1094 MON 213 IBC                         100.252 METERS 03441     |
 SF1095| SF1096 MON 215 IBC                         APPROX. 0.8 KM 2144127.4 |
 SF1095|---------------------------------------------------------------------|
 SF1095
 SF1095                          SUPERSEDED SURVEY CONTROL
 SF1095
 SF1095  NAD 83(1992)-  47 10 03.86904(N)    069 31 22.78338(W) AD(       ) 3
 SF1095  NAD 83(1986)-  47 10 03.87401(N)    069 31 22.77836(W) AD(       ) 3
 SF1095  NAD 27      -  47 10 03.79700(N)    069 31 24.62300(W) AD(       ) 3
 SF1095
 SF1095.Superseded values are not recommended for survey control.
 SF1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF1095.See file dsdata.txt to determine how the superseded data were derived.
 SF1095
 SF1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN6036423938(NAD 83)
 SF1095_MARKER: Z = SEE DESCRIPTION
 SF1095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF1095_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF1095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF1095+STABILITY: SURFACE MOTION
 SF1095
 SF1095  HISTORY     - Date     Condition        Report By
 SF1095  HISTORY     - 1845     MONUMENTED       IBC
 SF1095  HISTORY     - 1977     GOOD             IBC
 SF1095
 SF1095                          STATION DESCRIPTION
 SF1095
 SF1095'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 SF1095'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 SF1095'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 SF1095'CONCRETE BASE.  THE NUMBER OF THE
 SF1095'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 SF1095'INSCRIBED IN THE CONCRETE BASE.
 SF1095
 SF1095                          STATION RECOVERY (1977)
 SF1095
 SF1095'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 SF1095'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF1096 ***********************************************************************
 SF1096  DESIGNATION -  MON 215 IBC
 SF1096  PID         -  SF1096
 SF1096  STATE/COUNTY-  ME/AROOSTOOK
 SF1096  USGS QUAD   -  EAST LAKE (1987)
 SF1096
 SF1096                         *CURRENT SURVEY CONTROL
 SF1096  ___________________________________________________________________
 SF1096* NAD 83(1996)-  47 09 41.42443(N)    069 31 45.55211(W)     ADJUSTED  
 SF1096* NAVD 88     -       322.     (meters)    1056.     (feet)  SCALED    
 SF1096  ___________________________________________________________________
 SF1096  LAPLACE CORR-           2.83  (seconds)                    DEFLEC99
 SF1096  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 SF1096
 SF1096  HORZ ORDER  -  THIRD
 SF1096
 SF1096.The horizontal coordinates were established by classical geodetic methods
 SF1096.and adjusted by the National Geodetic Survey in March 1998..
 SF1096
 SF1096.The orthometric height was scaled from a topographic map.
 SF1096
 SF1096.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF1096
 SF1096.The geoid height was determined by GEOID03.
 SF1096
 SF1096;                    North         East     Units Scale Factor Converg.
 SF1096;SPC ME E     -   388,891.285   221,958.371   MT  0.99997483   -0 45 17.3
 SF1096;UTM  19      - 5,223,247.922   459,879.607   MT  0.99961978   -0 23 17.3
 SF1096
 SF1096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF1096!SPC ME E     -   0.99995364  x   0.99997483  =   0.99992847
 SF1096!UTM  19      -   0.99995364  x   0.99961978  =   0.99957343
 SF1096
 SF1096:                Primary Azimuth Mark                     Grid Az
 SF1096:SPC ME E     -  MON 214 IBC                              035 26 28.0
 SF1096:UTM  19      -  MON 214 IBC                              035 04 28.0
 SF1096
 SF1096|---------------------------------------------------------------------|
 SF1096| PID    Reference Object                     Distance      Geod. Az  |
 SF1096|                                                           dddmmss.s |
 SF1096| SF1095 MON 214 IBC                         APPROX. 0.8 KM 0344110.7 |
 SF1096|---------------------------------------------------------------------|
 SF1096
 SF1096                          SUPERSEDED SURVEY CONTROL
 SF1096
 SF1096  NAD 83(1992)-  47 09 41.42151(N)    069 31 45.56495(W) AD(       ) 3
 SF1096  NAD 83(1986)-  47 09 41.42652(N)    069 31 45.55996(W) AD(       ) 3
 SF1096  NAD 27      -  47 09 41.34900(N)    069 31 47.40400(W) AD(       ) 3
 SF1096
 SF1096.Superseded values are not recommended for survey control.
 SF1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF1096.See file dsdata.txt to determine how the superseded data were derived.
 SF1096
 SF1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN5988023248(NAD 83)
 SF1096_MARKER: Z = SEE DESCRIPTION
 SF1096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF1096_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF1096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF1096+STABILITY: SURFACE MOTION
 SF1096
 SF1096  HISTORY     - Date     Condition        Report By
 SF1096  HISTORY     - 1845     MONUMENTED       IBC
 SF1096  HISTORY     - 1950     POOR             IBC
 SF1096  HISTORY     - 1977     GOOD             IBC
 SF1096
 SF1096                          STATION DESCRIPTION
 SF1096
 SF1096'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 SF1096'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 SF1096'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 SF1096'CONCRETE BASE.  THE NUMBER OF THE
 SF1096'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 SF1096'INSCRIBED IN THE CONCRETE BASE.
 SF1096
 SF1096                          STATION RECOVERY (1950)
 SF1096
 SF1096'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1950
 SF1096'BROKEN AT THE MIDDLE OF THE IRON SHAFT.  NEW CONCRETE WAS PLACED IN
 SF1096'THE INTERIOR AND THE SHAFT WAS SPLICED WITH 2 IRON PLATES DRAWN
 SF1096'TOGETHER WITH BOLTS.
 SF1096
 SF1096                          STATION RECOVERY (1977)
 SF1096
 SF1096'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 SF1096'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF1097 ***********************************************************************
 SF1097  DESIGNATION -  MON 216 217 IBC
 SF1097  PID         -  SF1097
 SF1097  STATE/COUNTY-  ME/AROOSTOOK
 SF1097  USGS QUAD   -  EAST LAKE (1987)
 SF1097
 SF1097                         *CURRENT SURVEY CONTROL
 SF1097  ___________________________________________________________________
 SF1097* NAD 83(1996)-  47 09 15.88018(N)    069 32 11.46777(W)     ADJUSTED  
 SF1097* NAVD 88     -       482.     (meters)    1581.     (feet)  SCALED    
 SF1097  ___________________________________________________________________
 SF1097  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 SF1097  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 SF1097
 SF1097  HORZ ORDER  -  THIRD
 SF1097
 SF1097.The horizontal coordinates were established by classical geodetic methods
 SF1097.and adjusted by the National Geodetic Survey in March 1998..
 SF1097
 SF1097.The orthometric height was scaled from a topographic map.
 SF1097
 SF1097.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF1097
 SF1097.The geoid height was determined by GEOID03.
 SF1097
 SF1097;                    North         East     Units Scale Factor Converg.
 SF1097;SPC ME E     -   388,109.741   221,402.109   MT  0.99997590   -0 45 36.0
 SF1097;UTM  19      - 5,222,463.114   459,328.553   MT  0.99962033   -0 23 36.2
 SF1097
 SF1097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF1097!SPC ME E     -   0.99992856  x   0.99997590  =   0.99990446
 SF1097!UTM  19      -   0.99992856  x   0.99962033  =   0.99954892
 SF1097
 SF1097:                Primary Azimuth Mark                     Grid Az
 SF1097:SPC ME E     -  MON 215 IBC                              035 26 28.4
 SF1097:UTM  19      -  MON 215 IBC                              035 04 28.6
 SF1097
 SF1097|---------------------------------------------------------------------|
 SF1097| PID    Reference Object                     Distance      Geod. Az  |
 SF1097|                                                           dddmmss.s |
 SF1097| SF1096 MON 215 IBC                         APPROX. 1.0 KM 0344052.4 |
 SF1097|---------------------------------------------------------------------|
 SF1097
 SF1097                          SUPERSEDED SURVEY CONTROL
 SF1097
 SF1097  NAD 83(1992)-  47 09 15.87777(N)    069 32 11.48091(W) AD(       ) 3
 SF1097  NAD 83(1986)-  47 09 15.88288(N)    069 32 11.47591(W) AD(       ) 3
 SF1097  NAD 27      -  47 09 15.80500(N)    069 32 13.31900(W) AD(       ) 3
 SF1097
 SF1097.Superseded values are not recommended for survey control.
 SF1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF1097.See file dsdata.txt to determine how the superseded data were derived.
 SF1097
 SF1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN5932922463(NAD 83)
 SF1097_MARKER: Z = SEE DESCRIPTION
 SF1097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF1097_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF1097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF1097+STABILITY: SURFACE MOTION
 SF1097
 SF1097  HISTORY     - Date     Condition        Report By
 SF1097  HISTORY     - 1845     MONUMENTED       IBC
 SF1097  HISTORY     - 1977     GOOD             IBC
 SF1097
 SF1097                          STATION DESCRIPTION
 SF1097
 SF1097'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 SF1097'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 SF1097'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 SF1097'CONCRETE BASE.  THE NUMBER OF THE
 SF1097'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 SF1097'INSCRIBED IN THE CONCRETE BASE.
 SF1097
 SF1097                          STATION RECOVERY (1977)
 SF1097
 SF1097'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 SF1097'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF1098 ***********************************************************************
 SF1098  DESIGNATION -  MON 218 IBC
 SF1098  PID         -  SF1098
 SF1098  STATE/COUNTY-  ME/AROOSTOOK
 SF1098  USGS QUAD   -  EAST LAKE (1987)
 SF1098
 SF1098                         *CURRENT SURVEY CONTROL
 SF1098  ___________________________________________________________________
 SF1098* NAD 83(1996)-  47 08 40.87243(N)    069 32 46.97058(W)     ADJUSTED  
 SF1098* NAVD 88     -       426.     (meters)    1398.     (feet)  SCALED    
 SF1098  ___________________________________________________________________
 SF1098  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 SF1098  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 SF1098
 SF1098  HORZ ORDER  -  THIRD
 SF1098
 SF1098.The horizontal coordinates were established by classical geodetic methods
 SF1098.and adjusted by the National Geodetic Survey in March 1998..
 SF1098
 SF1098.The orthometric height was scaled from a topographic map.
 SF1098
 SF1098.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF1098
 SF1098.The geoid height was determined by GEOID03.
 SF1098
 SF1098;                    North         East     Units Scale Factor Converg.
 SF1098;SPC ME E     -   387,038.734   220,639.826   MT  0.99997738   -0 46 01.6
 SF1098;UTM  19      - 5,221,387.634   458,573.407   MT  0.99962109   -0 24 02.0
 SF1098
 SF1098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF1098!SPC ME E     -   0.99993734  x   0.99997738  =   0.99991472
 SF1098!UTM  19      -   0.99993734  x   0.99962109  =   0.99955845
 SF1098
 SF1098:                Primary Azimuth Mark                     Grid Az
 SF1098:SPC ME E     -  MON 216 217 IBC                          035 26 27.9
 SF1098:UTM  19      -  MON 216 217 IBC                          035 04 28.3
 SF1098
 SF1098|---------------------------------------------------------------------|
 SF1098| PID    Reference Object                     Distance      Geod. Az  |
 SF1098|                                                           dddmmss.s |
 SF1098| SF1097 MON 216 217 IBC                     APPROX. 1.3 KM 0344026.3 |
 SF1098|---------------------------------------------------------------------|
 SF1098
 SF1098                          SUPERSEDED SURVEY CONTROL
 SF1098
 SF1098  NAD 83(1992)-  47 08 40.87070(N)    069 32 46.98411(W) AD(       ) 3
 SF1098  NAD 83(1986)-  47 08 40.87580(N)    069 32 46.97925(W) AD(       ) 3
 SF1098  NAD 27      -  47 08 40.79800(N)    069 32 48.82100(W) AD(       ) 3
 SF1098
 SF1098.Superseded values are not recommended for survey control.
 SF1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF1098.See file dsdata.txt to determine how the superseded data were derived.
 SF1098
 SF1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN5857321388(NAD 83)
 SF1098_MARKER: Z = SEE DESCRIPTION
 SF1098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF1098_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF1098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF1098+STABILITY: SURFACE MOTION
 SF1098
 SF1098  HISTORY     - Date     Condition        Report By
 SF1098  HISTORY     - 1845     MONUMENTED       IBC
 SF1098  HISTORY     - 1977     GOOD             IBC
 SF1098
 SF1098                          STATION DESCRIPTION
 SF1098
 SF1098'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 SF1098'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 SF1098'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 SF1098'CONCRETE BASE.  THE NUMBER OF THE
 SF1098'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 SF1098'INSCRIBED IN THE CONCRETE BASE.
 SF1098
 SF1098                          STATION RECOVERY (1977)
 SF1098
 SF1098'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 SF1098'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF1099 ***********************************************************************
 SF1099  DESIGNATION -  MON 219 IBC
 SF1099  PID         -  SF1099
 SF1099  STATE/COUNTY-  ME/AROOSTOOK
 SF1099  USGS QUAD   -  EAST LAKE (1987)
 SF1099
 SF1099                         *CURRENT SURVEY CONTROL
 SF1099  ___________________________________________________________________
 SF1099* NAD 83(1996)-  47 07 57.91502(N)    069 33 30.51359(W)     ADJUSTED  
 SF1099* NAVD 88     -       470.     (meters)    1542.     (feet)  SCALED    
 SF1099  ___________________________________________________________________
 SF1099  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 SF1099  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 SF1099
 SF1099  HORZ ORDER  -  THIRD
 SF1099
 SF1099.The horizontal coordinates were established by classical geodetic methods
 SF1099.and adjusted by the National Geodetic Survey in March 1998..
 SF1099
 SF1099.The orthometric height was scaled from a topographic map.
 SF1099
 SF1099.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF1099
 SF1099.The geoid height was determined by GEOID03.
 SF1099
 SF1099;                    North         East     Units Scale Factor Converg.
 SF1099;SPC ME E     -   385,724.646   219,704.533   MT  0.99997921   -0 46 33.0
 SF1099;UTM  19      - 5,220,068.061   457,646.870   MT  0.99962205   -0 24 33.6
 SF1099
 SF1099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF1099!SPC ME E     -   0.99993044  x   0.99997921  =   0.99990965
 SF1099!UTM  19      -   0.99993044  x   0.99962205  =   0.99955252
 SF1099
 SF1099:                Primary Azimuth Mark                     Grid Az
 SF1099:SPC ME E     -  MON 218 IBC                              035 26 27.7
 SF1099:UTM  19      -  MON 218 IBC                              035 04 28.3
 SF1099
 SF1099|---------------------------------------------------------------------|
 SF1099| PID    Reference Object                     Distance      Geod. Az  |
 SF1099|                                                           dddmmss.s |
 SF1099| SF1098 MON 218 IBC                         APPROX. 1.6 KM 0343954.7 |
 SF1099|---------------------------------------------------------------------|
 SF1099
 SF1099                          SUPERSEDED SURVEY CONTROL
 SF1099
 SF1099  NAD 83(1992)-  47 07 57.91411(N)    069 33 30.52762(W) AD(       ) 3
 SF1099  NAD 83(1986)-  47 07 57.91922(N)    069 33 30.52292(W) AD(       ) 3
 SF1099  NAD 27      -  47 07 57.84100(N)    069 33 32.36400(W) AD(       ) 3
 SF1099
 SF1099.Superseded values are not recommended for survey control.
 SF1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF1099.See file dsdata.txt to determine how the superseded data were derived.
 SF1099
 SF1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN5764720068(NAD 83)
 SF1099_MARKER: Z = SEE DESCRIPTION
 SF1099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF1099_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF1099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF1099+STABILITY: SURFACE MOTION
 SF1099
 SF1099  HISTORY     - Date     Condition        Report By
 SF1099  HISTORY     - 1845     MONUMENTED       IBC
 SF1099  HISTORY     - 1977     GOOD             IBC
 SF1099
 SF1099                          STATION DESCRIPTION
 SF1099
 SF1099'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 SF1099'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 SF1099'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 SF1099'CONCRETE BASE.  THE NUMBER OF THE
 SF1099'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 SF1099'INSCRIBED IN THE CONCRETE BASE.
 SF1099
 SF1099                          STATION RECOVERY (1977)
 SF1099
 SF1099'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 SF1099'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF1101 ***********************************************************************
 SF1101  DESIGNATION -  MON 220 IBC
 SF1101  PID         -  SF1101
 SF1101  STATE/COUNTY-  ME/AROOSTOOK
 SF1101  USGS QUAD   -  EAST LAKE SE (1987)
 SF1101
 SF1101                         *CURRENT SURVEY CONTROL
 SF1101  ___________________________________________________________________
 SF1101* NAD 83(1996)-  47 07 14.93128(N)    069 34 14.05861(W)     ADJUSTED  
 SF1101* NAVD 88     -       507.     (meters)    1663.     (feet)  SCALED    
 SF1101  ___________________________________________________________________
 SF1101  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 SF1101  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 SF1101
 SF1101  HORZ ORDER  -  THIRD
 SF1101
 SF1101.The horizontal coordinates were established by classical geodetic methods
 SF1101.and adjusted by the National Geodetic Survey in March 1998..
 SF1101
 SF1101.The orthometric height was scaled from a topographic map.
 SF1101
 SF1101.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF1101
 SF1101.The geoid height was determined by GEOID03.
 SF1101
 SF1101;                    North         East     Units Scale Factor Converg.
 SF1101;SPC ME E     -   384,409.891   218,768.779   MT  0.99998107   -0 47 04.4
 SF1101;UTM  19      - 5,218,747.820   456,719.877   MT  0.99962302   -0 25 05.2
 SF1101
 SF1101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF1101!SPC ME E     -   0.99992465  x   0.99998107  =   0.99990572
 SF1101!UTM  19      -   0.99992465  x   0.99962302  =   0.99954769
 SF1101
 SF1101:                Primary Azimuth Mark                     Grid Az
 SF1101:SPC ME E     -  MON 219 IBC                              035 26 26.2
 SF1101:UTM  19      -  MON 219 IBC                              035 04 27.0
 SF1101
 SF1101|---------------------------------------------------------------------|
 SF1101| PID    Reference Object                     Distance      Geod. Az  |
 SF1101|                                                           dddmmss.s |
 SF1101| SF1099 MON 219 IBC                         APPROX. 1.6 KM 0343921.8 |
 SF1101|---------------------------------------------------------------------|
 SF1101
 SF1101                          SUPERSEDED SURVEY CONTROL
 SF1101
 SF1101  NAD 83(1992)-  47 07 14.93117(N)    069 34 14.07314(W) AD(       ) 3
 SF1101  NAD 83(1986)-  47 07 14.93630(N)    069 34 14.06859(W) AD(       ) 3
 SF1101  NAD 27      -  47 07 14.85800(N)    069 34 15.90900(W) AD(       ) 3
 SF1101
 SF1101.Superseded values are not recommended for survey control.
 SF1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF1101.See file dsdata.txt to determine how the superseded data were derived.
 SF1101
 SF1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN5672018748(NAD 83)
 SF1101_MARKER: Z = SEE DESCRIPTION
 SF1101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF1101_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF1101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF1101+STABILITY: SURFACE MOTION
 SF1101
 SF1101  HISTORY     - Date     Condition        Report By
 SF1101  HISTORY     - 1845     MONUMENTED       IBC
 SF1101  HISTORY     - 1977     GOOD             IBC
 SF1101
 SF1101                          STATION DESCRIPTION
 SF1101
 SF1101'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 SF1101'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 SF1101'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 SF1101'CONCRETE BASE.  THE NUMBER OF THE
 SF1101'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 SF1101'INSCRIBED IN THE CONCRETE BASE.
 SF1101
 SF1101                          STATION RECOVERY (1977)
 SF1101
 SF1101'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 SF1101'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF1102 ***********************************************************************
 SF1102  DESIGNATION -  MON 221 IBC
 SF1102  PID         -  SF1102
 SF1102  STATE/COUNTY-  ME/AROOSTOOK
 SF1102  USGS QUAD   -  EAST LAKE SE (1987)
 SF1102
 SF1102                         *CURRENT SURVEY CONTROL
 SF1102  ___________________________________________________________________
 SF1102* NAD 83(1996)-  47 06 57.45431(N)    069 34 31.75688(W)     ADJUSTED  
 SF1102* NAVD 88     -       546.     (meters)    1791.     (feet)  SCALED    
 SF1102  ___________________________________________________________________
 SF1102  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 SF1102  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 SF1102
 SF1102  HORZ ORDER  -  THIRD
 SF1102
 SF1102.The horizontal coordinates were established by classical geodetic methods
 SF1102.and adjusted by the National Geodetic Survey in March 1998..
 SF1102
 SF1102.The orthometric height was scaled from a topographic map.
 SF1102
 SF1102.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF1102
 SF1102.The geoid height was determined by GEOID03.
 SF1102
 SF1102;                    North         East     Units Scale Factor Converg.
 SF1102;SPC ME E     -   383,875.358   218,388.336   MT  0.99998183   -0 47 17.1
 SF1102;UTM  19      - 5,218,211.057   456,342.995   MT  0.99962342   -0 25 18.1
 SF1102
 SF1102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF1102!SPC ME E     -   0.99991853  x   0.99998183  =   0.99990037
 SF1102!UTM  19      -   0.99991853  x   0.99962342  =   0.99954199
 SF1102
 SF1102:                Primary Azimuth Mark                     Grid Az
 SF1102:SPC ME E     -  MON 220 IBC                              035 26 26.0
 SF1102:UTM  19      -  MON 220 IBC                              035 04 27.0
 SF1102
 SF1102|---------------------------------------------------------------------|
 SF1102| PID    Reference Object                     Distance      Geod. Az  |
 SF1102|                                                           dddmmss.s |
 SF1102| SF1101 MON 220 IBC                         APPROX. 0.7 KM 0343908.9 |
 SF1102|---------------------------------------------------------------------|
 SF1102
 SF1102                          SUPERSEDED SURVEY CONTROL
 SF1102
 SF1102  NAD 83(1992)-  47 06 57.45455(N)    069 34 31.77159(W) AD(       ) 3
 SF1102  NAD 83(1986)-  47 06 57.45973(N)    069 34 31.76705(W) AD(       ) 3
 SF1102  NAD 27      -  47 06 57.38100(N)    069 34 33.60700(W) AD(       ) 3
 SF1102
 SF1102.Superseded values are not recommended for survey control.
 SF1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF1102.See file dsdata.txt to determine how the superseded data were derived.
 SF1102
 SF1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN5634318211(NAD 83)
 SF1102_MARKER: Z = SEE DESCRIPTION
 SF1102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF1102_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF1102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF1102+STABILITY: SURFACE MOTION
 SF1102
 SF1102  HISTORY     - Date     Condition        Report By
 SF1102  HISTORY     - 1845     MONUMENTED       IBC
 SF1102  HISTORY     - 1977     GOOD             IBC
 SF1102
 SF1102                          STATION DESCRIPTION
 SF1102
 SF1102'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 SF1102'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 SF1102'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 SF1102'CONCRETE BASE.  THE NUMBER OF THE
 SF1102'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 SF1102'INSCRIBED IN THE CONCRETE BASE.
 SF1102
 SF1102                          STATION RECOVERY (1977)
 SF1102
 SF1102'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 SF1102'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF1103 ***********************************************************************
 SF1103  DESIGNATION -  MON 222 IBC
 SF1103  PID         -  SF1103
 SF1103  STATE/COUNTY-  ME/AROOSTOOK
 SF1103  USGS QUAD   -  EAST LAKE SE (1987)
 SF1103
 SF1103                         *CURRENT SURVEY CONTROL
 SF1103  ___________________________________________________________________
 SF1103* NAD 83(1996)-  47 06 32.03787(N)    069 34 57.49310(W)     ADJUSTED  
 SF1103* NAVD 88     -       478.     (meters)    1568.     (feet)  SCALED    
 SF1103  ___________________________________________________________________
 SF1103  LAPLACE CORR-           2.78  (seconds)                    DEFLEC99
 SF1103  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 SF1103
 SF1103  HORZ ORDER  -  THIRD
 SF1103
 SF1103.The horizontal coordinates were established by classical geodetic methods
 SF1103.and adjusted by the National Geodetic Survey in March 1998..
 SF1103
 SF1103.The orthometric height was scaled from a topographic map.
 SF1103
 SF1103.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF1103
 SF1103.The geoid height was determined by GEOID03.
 SF1103
 SF1103;                    North         East     Units Scale Factor Converg.
 SF1103;SPC ME E     -   383,098.038   217,834.987   MT  0.99998295   -0 47 35.7
 SF1103;UTM  19      - 5,217,430.495   455,794.825   MT  0.99962402   -0 25 36.8
 SF1103
 SF1103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF1103!SPC ME E     -   0.99992919  x   0.99998295  =   0.99991214
 SF1103!UTM  19      -   0.99992919  x   0.99962402  =   0.99955324
 SF1103
 SF1103:                Primary Azimuth Mark                     Grid Az
 SF1103:SPC ME E     -  MON 221 IBC                              035 26 44.8
 SF1103:UTM  19      -  MON 221 IBC                              035 04 45.9
 SF1103
 SF1103|---------------------------------------------------------------------|
 SF1103| PID    Reference Object                     Distance      Geod. Az  |
 SF1103|                                                           dddmmss.s |
 SF1103| SF1102 MON 221 IBC                         APPROX. 1.0 KM 0343909.1 |
 SF1103|---------------------------------------------------------------------|
 SF1103
 SF1103                          SUPERSEDED SURVEY CONTROL
 SF1103
 SF1103  NAD 83(1992)-  47 06 32.03860(N)    069 34 57.50807(W) AD(       ) 3
 SF1103  NAD 83(1986)-  47 06 32.04378(N)    069 34 57.50361(W) AD(       ) 3
 SF1103  NAD 27      -  47 06 31.96500(N)    069 34 59.34300(W) AD(       ) 3
 SF1103
 SF1103.Superseded values are not recommended for survey control.
 SF1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF1103.See file dsdata.txt to determine how the superseded data were derived.
 SF1103
 SF1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN5579517430(NAD 83)
 SF1103_MARKER: Z = SEE DESCRIPTION
 SF1103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF1103_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF1103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF1103+STABILITY: SURFACE MOTION
 SF1103
 SF1103  HISTORY     - Date     Condition        Report By
 SF1103  HISTORY     - 1845     MONUMENTED       IBC
 SF1103  HISTORY     - 1961     POOR             IBC
 SF1103  HISTORY     - 1968     POOR             IBC
 SF1103  HISTORY     - 1977     SEE DESCRIPTION  IBC
 SF1103
 SF1103                          STATION DESCRIPTION
 SF1103
 SF1103'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 SF1103'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 SF1103'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 SF1103'CONCRETE BASE.  THE NUMBER OF THE
 SF1103'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 SF1103'INSCRIBED IN THE CONCRETE BASE.
 SF1103
 SF1103                          STATION RECOVERY (1961)
 SF1103
 SF1103'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1961
 SF1103'SHAFT BROKEN.  REPLACED IN POSITION.
 SF1103
 SF1103                          STATION RECOVERY (1968)
 SF1103
 SF1103'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1968
 SF1103'FOUND WITH THE SHAFT BROKEN OFF AT THE BASE.  IT HAD BEEN REPAIRED
 SF1103'WITH STEEL RODS IN 1961.  THE OLD STEEL RODS WERE STRAIGHTENED AND
 SF1103'THE TWO PARTS OF THE SHAFT WERE REASSEMBLED WITH THE STEEL RODS SET
 SF1103'IN FRESH CONCRETE.
 SF1103
 SF1103                          STATION RECOVERY (1977)
 SF1103
 SF1103'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 SF1103'MONUMENT REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF1104 ***********************************************************************
 SF1104  DESIGNATION -  MON 223 IBC
 SF1104  PID         -  SF1104
 SF1104  STATE/COUNTY-  ME/AROOSTOOK
 SF1104  USGS QUAD   -  EAST LAKE SE (1987)
 SF1104
 SF1104                         *CURRENT SURVEY CONTROL
 SF1104  ___________________________________________________________________
 SF1104* NAD 83(1996)-  47 05 49.09931(N)    069 35 40.95296(W)     ADJUSTED  
 SF1104* NAVD 88     -       485.     (meters)    1591.     (feet)  SCALED    
 SF1104  ___________________________________________________________________
 SF1104  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 SF1104  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 SF1104
 SF1104  HORZ ORDER  -  THIRD
 SF1104
 SF1104.The horizontal coordinates were established by classical geodetic methods
 SF1104.and adjusted by the National Geodetic Survey in March 1998..
 SF1104
 SF1104.The orthometric height was scaled from a topographic map.
 SF1104
 SF1104.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF1104
 SF1104.The geoid height was determined by GEOID03.
 SF1104
 SF1104;                    North         East     Units Scale Factor Converg.
 SF1104;SPC ME E     -   381,784.943   216,900.236   MT  0.99998484   -0 48 06.9
 SF1104;UTM  19      - 5,216,111.924   454,868.821   MT  0.99962503   -0 26 08.3
 SF1104
 SF1104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF1104!SPC ME E     -   0.99992810  x   0.99998484  =   0.99991294
 SF1104!UTM  19      -   0.99992810  x   0.99962503  =   0.99955316
 SF1104
 SF1104:                Primary Azimuth Mark                     Grid Az
 SF1104:SPC ME E     -  MON 222 IBC                              035 26 44.8
 SF1104:UTM  19      -  MON 222 IBC                              035 04 46.2
 SF1104
 SF1104|---------------------------------------------------------------------|
 SF1104| PID    Reference Object                     Distance      Geod. Az  |
 SF1104|                                                           dddmmss.s |
 SF1104| SF1103 MON 222 IBC                         APPROX. 1.6 KM 0343837.9 |
 SF1104| SF1105 MON 224 IBC                         APPROX. 0.5 KM 2143838.0 |
 SF1104|---------------------------------------------------------------------|
 SF1104
 SF1104                          SUPERSEDED SURVEY CONTROL
 SF1104
 SF1104  NAD 83(1992)-  47 05 49.10087(N)    069 35 40.96825(W) AD(       ) 3
 SF1104  NAD 83(1986)-  47 05 49.10607(N)    069 35 40.96396(W) AD(       ) 3
 SF1104  NAD 27      -  47 05 49.02700(N)    069 35 42.80200(W) AD(       ) 3
 SF1104
 SF1104.Superseded values are not recommended for survey control.
 SF1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF1104.See file dsdata.txt to determine how the superseded data were derived.
 SF1104
 SF1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN5486916112(NAD 83)
 SF1104_MARKER: Z = SEE DESCRIPTION
 SF1104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF1104_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF1104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF1104+STABILITY: SURFACE MOTION
 SF1104
 SF1104  HISTORY     - Date     Condition        Report By
 SF1104  HISTORY     - 1845     MONUMENTED       IBC
 SF1104  HISTORY     - 1977     GOOD             IBC
 SF1104
 SF1104                          STATION DESCRIPTION
 SF1104
 SF1104'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 SF1104'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 SF1104'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 SF1104'CONCRETE BASE.  THE NUMBER OF THE
 SF1104'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 SF1104'INSCRIBED IN THE CONCRETE BASE.
 SF1104
 SF1104                          STATION RECOVERY (1977)
 SF1104
 SF1104'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 SF1104'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF1105 ***********************************************************************
 SF1105  DESIGNATION -  MON 224 IBC
 SF1105  PID         -  SF1105
 SF1105  STATE/COUNTY-  ME/AROOSTOOK
 SF1105  USGS QUAD   -  EAST LAKE SE (1987)
 SF1105
 SF1105                         *CURRENT SURVEY CONTROL
 SF1105  ___________________________________________________________________
 SF1105* NAD 83(1996)-  47 05 35.73412(N)    069 35 54.47550(W)     ADJUSTED  
 SF1105* NAVD 88     -       507.     (meters)    1663.     (feet)  SCALED    
 SF1105  ___________________________________________________________________
 SF1105  LAPLACE CORR-           3.07  (seconds)                    DEFLEC99
 SF1105  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 SF1105
 SF1105  HORZ ORDER  -  THIRD
 SF1105
 SF1105.The horizontal coordinates were established by classical geodetic methods
 SF1105.and adjusted by the National Geodetic Survey in March 1998..
 SF1105
 SF1105.The orthometric height was scaled from a topographic map.
 SF1105
 SF1105.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF1105
 SF1105.The geoid height was determined by GEOID03.
 SF1105
 SF1105;                    North         East     Units Scale Factor Converg.
 SF1105;SPC ME E     -   381,376.254   216,609.303   MT  0.99998544   -0 48 16.7
 SF1105;UTM  19      - 5,215,701.531   454,580.611   MT  0.99962535   -0 26 18.1
 SF1105
 SF1105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF1105!SPC ME E     -   0.99992465  x   0.99998544  =   0.99991009
 SF1105!UTM  19      -   0.99992465  x   0.99962535  =   0.99955003
 SF1105
 SF1105:                Primary Azimuth Mark                     Grid Az
 SF1105:SPC ME E     -  MON 223 IBC                              035 26 44.8
 SF1105:UTM  19      -  MON 223 IBC                              035 04 46.2
 SF1105
 SF1105|---------------------------------------------------------------------|
 SF1105| PID    Reference Object                     Distance      Geod. Az  |
 SF1105|                                                           dddmmss.s |
 SF1105| SF1104 MON 223 IBC                         APPROX. 0.5 KM 0343828.1 |
 SF1105|---------------------------------------------------------------------|
 SF1105
 SF1105                          SUPERSEDED SURVEY CONTROL
 SF1105
 SF1105  NAD 83(1992)-  47 05 35.73594(N)    069 35 54.49089(W) AD(       ) 3
 SF1105  NAD 83(1986)-  47 05 35.74121(N)    069 35 54.48659(W) AD(       ) 3
 SF1105  NAD 27      -  47 05 35.66200(N)    069 35 56.32400(W) AD(       ) 3
 SF1105
 SF1105.Superseded values are not recommended for survey control.
 SF1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF1105.See file dsdata.txt to determine how the superseded data were derived.
 SF1105
 SF1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN5458115702(NAD 83)
 SF1105_MARKER: Z = SEE DESCRIPTION
 SF1105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF1105_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF1105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF1105+STABILITY: SURFACE MOTION
 SF1105
 SF1105  HISTORY     - Date     Condition        Report By
 SF1105  HISTORY     - 1845     MONUMENTED       IBC
 SF1105  HISTORY     - 1961     POOR             IBC
 SF1105  HISTORY     - 1977     GOOD             IBC
 SF1105
 SF1105                          STATION DESCRIPTION
 SF1105
 SF1105'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 SF1105'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 SF1105'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 SF1105'CONCRETE BASE.  THE NUMBER OF THE
 SF1105'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 SF1105'INSCRIBED IN THE CONCRETE BASE.
 SF1105
 SF1105                          STATION RECOVERY (1961)
 SF1105
 SF1105'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1961
 SF1105'SHAFT BROKEN.  REPLACED IN POSITION.
 SF1105
 SF1105                          STATION RECOVERY (1977)
 SF1105
 SF1105'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 SF1105'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF1106 ***********************************************************************
 SF1106  DESIGNATION -  MON 225 IBC
 SF1106  PID         -  SF1106
 SF1106  STATE/COUNTY-  ME/AROOSTOOK
 SF1106  USGS QUAD   -  EAST LAKE SE (1987)
 SF1106
 SF1106                         *CURRENT SURVEY CONTROL
 SF1106  ___________________________________________________________________
 SF1106* NAD 83(1996)-  47 05 05.77967(N)    069 36 24.77402(W)     ADJUSTED  
 SF1106* NAVD 88     -       461.     (meters)    1512.     (feet)  SCALED    
 SF1106  ___________________________________________________________________
 SF1106  LAPLACE CORR-           3.75  (seconds)                    DEFLEC99
 SF1106  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 SF1106
 SF1106  HORZ ORDER  -  THIRD
 SF1106
 SF1106.The horizontal coordinates were established by classical geodetic methods
 SF1106.and adjusted by the National Geodetic Survey in March 1998..
 SF1106
 SF1106.The orthometric height was scaled from a topographic map.
 SF1106
 SF1106.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF1106
 SF1106.The geoid height was determined by GEOID03.
 SF1106
 SF1106;                    North         East     Units Scale Factor Converg.
 SF1106;SPC ME E     -   380,460.335   215,957.295   MT  0.99998678   -0 48 38.5
 SF1106;UTM  19      - 5,214,781.794   453,934.703   MT  0.99962608   -0 26 40.1
 SF1106
 SF1106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF1106!SPC ME E     -   0.99993187  x   0.99998678  =   0.99991865
 SF1106!UTM  19      -   0.99993187  x   0.99962608  =   0.99955797
 SF1106
 SF1106:                Primary Azimuth Mark                     Grid Az
 SF1106:SPC ME E     -  MON 224 IBC                              035 26 44.1
 SF1106:UTM  19      -  MON 224 IBC                              035 04 45.7
 SF1106
 SF1106|---------------------------------------------------------------------|
 SF1106| PID    Reference Object                     Distance      Geod. Az  |
 SF1106|                                                           dddmmss.s |
 SF1106| SF1105 MON 224 IBC                         APPROX. 1.1 KM 0343805.6 |
 SF1106|---------------------------------------------------------------------|
 SF1106
 SF1106                          SUPERSEDED SURVEY CONTROL
 SF1106
 SF1106  NAD 83(1992)-  47 05 05.78203(N)    069 36 24.78959(W) AD(       ) 3
 SF1106  NAD 83(1986)-  47 05 05.78732(N)    069 36 24.78541(W) AD(       ) 3
 SF1106  NAD 27      -  47 05 05.70800(N)    069 36 26.62200(W) AD(       ) 3
 SF1106
 SF1106.Superseded values are not recommended for survey control.
 SF1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF1106.See file dsdata.txt to determine how the superseded data were derived.
 SF1106
 SF1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN5393514782(NAD 83)
 SF1106_MARKER: Z = SEE DESCRIPTION
 SF1106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF1106_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF1106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF1106+STABILITY: SURFACE MOTION
 SF1106
 SF1106  HISTORY     - Date     Condition        Report By
 SF1106  HISTORY     - 1845     MONUMENTED       IBC
 SF1106  HISTORY     - 1977     GOOD             IBC
 SF1106
 SF1106                          STATION DESCRIPTION
 SF1106
 SF1106'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 SF1106'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 SF1106'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 SF1106'CONCRETE BASE.  THE NUMBER OF THE
 SF1106'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 SF1106'INSCRIBED IN THE CONCRETE BASE.
 SF1106
 SF1106                          STATION RECOVERY (1977)
 SF1106
 SF1106'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 SF1106'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF1107 ***********************************************************************
 SF1107  DESIGNATION -  MON 226 IBC
 SF1107  PID         -  SF1107
 SF1107  STATE/COUNTY-  ME/AROOSTOOK
 SF1107  USGS QUAD   -  EAST LAKE SE (1987)
 SF1107
 SF1107                         *CURRENT SURVEY CONTROL
 SF1107  ___________________________________________________________________
 SF1107* NAD 83(1996)-  47 04 23.21149(N)    069 37 07.81124(W)     ADJUSTED  
 SF1107* NAVD 88     -       401.     (meters)    1316.     (feet)  SCALED    
 SF1107  ___________________________________________________________________
 SF1107  LAPLACE CORR-           4.43  (seconds)                    DEFLEC99
 SF1107  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 SF1107
 SF1107  HORZ ORDER  -  THIRD
 SF1107
 SF1107.The horizontal coordinates were established by classical geodetic methods
 SF1107.and adjusted by the National Geodetic Survey in March 1998..
 SF1107
 SF1107.The orthometric height was scaled from a topographic map.
 SF1107
 SF1107.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF1107
 SF1107.The geoid height was determined by GEOID03.
 SF1107
 SF1107;                    North         East     Units Scale Factor Converg.
 SF1107;SPC ME E     -   379,158.840   215,030.809   MT  0.99998871   -0 49 09.4
 SF1107;UTM  19      - 5,213,474.877   453,016.885   MT  0.99962713   -0 27 11.3
 SF1107
 SF1107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF1107!SPC ME E     -   0.99994128  x   0.99998871  =   0.99992999
 SF1107!UTM  19      -   0.99994128  x   0.99962713  =   0.99956843
 SF1107
 SF1107:                Primary Azimuth Mark                     Grid Az
 SF1107:SPC ME E     -  MON 225 IBC                              035 26 44.1
 SF1107:UTM  19      -  MON 225 IBC                              035 04 46.0
 SF1107
 SF1107|---------------------------------------------------------------------|
 SF1107| PID    Reference Object                     Distance      Geod. Az  |
 SF1107|                                                           dddmmss.s |
 SF1107| SF1106 MON 225 IBC                         APPROX. 1.6 KM 0343734.7 |
 SF1107|---------------------------------------------------------------------|
 SF1107
 SF1107                          SUPERSEDED SURVEY CONTROL
 SF1107
 SF1107  NAD 83(1992)-  47 04 23.21453(N)    069 37 07.82704(W) AD(       ) 3
 SF1107  NAD 83(1986)-  47 04 23.21981(N)    069 37 07.82311(W) AD(       ) 3
 SF1107  NAD 27      -  47 04 23.14000(N)    069 37 09.65800(W) AD(       ) 3
 SF1107
 SF1107.Superseded values are not recommended for survey control.
 SF1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF1107.See file dsdata.txt to determine how the superseded data were derived.
 SF1107
 SF1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN5301713475(NAD 83)
 SF1107_MARKER: Z = SEE DESCRIPTION
 SF1107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF1107_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF1107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF1107+STABILITY: SURFACE MOTION
 SF1107
 SF1107  HISTORY     - Date     Condition        Report By
 SF1107  HISTORY     - 1845     MONUMENTED       IBC
 SF1107  HISTORY     - 1977     GOOD             IBC
 SF1107
 SF1107                          STATION DESCRIPTION
 SF1107
 SF1107'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 SF1107'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 SF1107'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 SF1107'CONCRETE BASE.  THE NUMBER OF THE
 SF1107'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 SF1107'INSCRIBED IN THE CONCRETE BASE.
 SF1107
 SF1107                          STATION RECOVERY (1977)
 SF1107
 SF1107'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 SF1107'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF1108 ***********************************************************************
 SF1108  DESIGNATION -  MON 227 IBC
 SF1108  PID         -  SF1108
 SF1108  STATE/COUNTY-  ME/AROOSTOOK
 SF1108  USGS QUAD   -  ST OMER (1987)
 SF1108
 SF1108                         *CURRENT SURVEY CONTROL
 SF1108  ___________________________________________________________________
 SF1108* NAD 83(1996)-  47 03 39.64484(N)    069 37 51.83366(W)     ADJUSTED  
 SF1108* NAVD 88     -       381.     (meters)    1250.     (feet)  SCALED    
 SF1108  ___________________________________________________________________
 SF1108  LAPLACE CORR-           4.44  (seconds)                    DEFLEC99
 SF1108  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 SF1108
 SF1108  HORZ ORDER  -  THIRD
 SF1108
 SF1108.The horizontal coordinates were established by classical geodetic methods
 SF1108.and adjusted by the National Geodetic Survey in March 1998..
 SF1108
 SF1108.The orthometric height was scaled from a topographic map.
 SF1108
 SF1108.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF1108
 SF1108.The geoid height was determined by GEOID03.
 SF1108
 SF1108;                    North         East     Units Scale Factor Converg.
 SF1108;SPC ME E     -   377,826.957   214,082.691   MT  0.99999070   -0 49 41.1
 SF1108;UTM  19      - 5,212,137.448   452,077.638   MT  0.99962822   -0 27 43.2
 SF1108
 SF1108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF1108!SPC ME E     -   0.99994442  x   0.99999070  =   0.99993512
 SF1108!UTM  19      -   0.99994442  x   0.99962822  =   0.99957266
 SF1108
 SF1108:                Primary Azimuth Mark                     Grid Az
 SF1108:SPC ME E     -  MON 226 IBC                              035 26 44.1
 SF1108:UTM  19      -  MON 226 IBC                              035 04 46.2
 SF1108
 SF1108|---------------------------------------------------------------------|
 SF1108| PID    Reference Object                     Distance      Geod. Az  |
 SF1108|                                                           dddmmss.s |
 SF1108| SF1107 MON 226 IBC                         APPROX. 1.6 KM 0343703.0 |
 SF1108|---------------------------------------------------------------------|
 SF1108
 SF1108                          SUPERSEDED SURVEY CONTROL
 SF1108
 SF1108  NAD 83(1992)-  47 03 39.64856(N)    069 37 51.84962(W) AD(       ) 3
 SF1108  NAD 83(1986)-  47 03 39.65385(N)    069 37 51.84594(W) AD(       ) 3
 SF1108  NAD 27      -  47 03 39.57300(N)    069 37 53.68000(W) AD(       ) 3
 SF1108
 SF1108.Superseded values are not recommended for survey control.
 SF1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF1108.See file dsdata.txt to determine how the superseded data were derived.
 SF1108
 SF1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN5207812137(NAD 83)
 SF1108_MARKER: Z = SEE DESCRIPTION
 SF1108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF1108_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF1108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF1108+STABILITY: SURFACE MOTION
 SF1108
 SF1108  HISTORY     - Date     Condition        Report By
 SF1108  HISTORY     - 1845     MONUMENTED       IBC
 SF1108  HISTORY     - 1950     POOR             IBC
 SF1108  HISTORY     - 1977     GOOD             IBC
 SF1108
 SF1108                          STATION DESCRIPTION
 SF1108
 SF1108'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 SF1108'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 SF1108'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 SF1108'CONCRETE BASE.  THE NUMBER OF THE
 SF1108'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 SF1108'INSCRIBED IN THE CONCRETE BASE.
 SF1108
 SF1108                          STATION RECOVERY (1950)
 SF1108
 SF1108'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1950
 SF1108'THE MONUMENT WAS LEANING SLIGHTLY.  BEING IN SWAMPY GROUND, IT WAS
 SF1108'NOT STRAIGHTENED.
 SF1108
 SF1108                          STATION RECOVERY (1977)
 SF1108
 SF1108'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 SF1108'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF1109 ***********************************************************************
 SF1109  DESIGNATION -  MON 228 IBC
 SF1109  PID         -  SF1109
 SF1109  STATE/COUNTY-  ME/AROOSTOOK
 SF1109  USGS QUAD   -  ST OMER (1987)
 SF1109
 SF1109                         *CURRENT SURVEY CONTROL
 SF1109  ___________________________________________________________________
 SF1109* NAD 83(1996)-  47 02 57.23526(N)    069 38 34.66326(W)     ADJUSTED  
 SF1109* NAVD 88     -       373.     (meters)    1224.     (feet)  SCALED    
 SF1109  ___________________________________________________________________
 SF1109  LAPLACE CORR-           4.73  (seconds)                    DEFLEC99
 SF1109  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 SF1109
 SF1109  HORZ ORDER  -  THIRD
 SF1109
 SF1109.The horizontal coordinates were established by classical geodetic methods
 SF1109.and adjusted by the National Geodetic Survey in March 1998..
 SF1109
 SF1109.The orthometric height was scaled from a topographic map.
 SF1109
 SF1109.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF1109
 SF1109.The geoid height was determined by GEOID03.
 SF1109
 SF1109;                    North         East     Units Scale Factor Converg.
 SF1109;SPC ME E     -   376,530.583   213,159.854   MT  0.99999266   -0 50 11.9
 SF1109;UTM  19      - 5,210,835.677   451,163.433   MT  0.99962931   -0 28 14.2
 SF1109
 SF1109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF1109!SPC ME E     -   0.99994568  x   0.99999266  =   0.99993834
 SF1109!UTM  19      -   0.99994568  x   0.99962931  =   0.99957501
 SF1109
 SF1109:                Primary Azimuth Mark                     Grid Az
 SF1109:SPC ME E     -  MON 227 IBC                              035 26 43.8
 SF1109:UTM  19      -  MON 227 IBC                              035 04 46.1
 SF1109
 SF1109|---------------------------------------------------------------------|
 SF1109| PID    Reference Object                     Distance      Geod. Az  |
 SF1109|                                                           dddmmss.s |
 SF1109| SF1108 MON 227 IBC                         APPROX. 1.6 KM 0343631.9 |
 SF1109|---------------------------------------------------------------------|
 SF1109
 SF1109                          SUPERSEDED SURVEY CONTROL
 SF1109
 SF1109  NAD 83(1992)-  47 02 57.23968(N)    069 38 34.67928(W) AD(       ) 3
 SF1109  NAD 83(1986)-  47 02 57.24501(N)    069 38 34.67584(W) AD(       ) 3
 SF1109  NAD 27      -  47 02 57.16300(N)    069 38 36.50800(W) AD(       ) 3
 SF1109
 SF1109.Superseded values are not recommended for survey control.
 SF1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF1109.See file dsdata.txt to determine how the superseded data were derived.
 SF1109
 SF1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN5116310836(NAD 83)
 SF1109_MARKER: Z = SEE DESCRIPTION
 SF1109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF1109_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF1109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF1109+STABILITY: SURFACE MOTION
 SF1109
 SF1109  HISTORY     - Date     Condition        Report By
 SF1109  HISTORY     - 1845     MONUMENTED       IBC
 SF1109  HISTORY     - 1961     POOR             IBC
 SF1109  HISTORY     - 1977     GOOD             IBC
 SF1109
 SF1109                          STATION DESCRIPTION
 SF1109
 SF1109'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 SF1109'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 SF1109'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 SF1109'CONCRETE BASE.  THE NUMBER OF THE
 SF1109'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 SF1109'INSCRIBED IN THE CONCRETE BASE.
 SF1109
 SF1109                          STATION RECOVERY (1961)
 SF1109
 SF1109'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1961
 SF1109'POURED NEW TOP.
 SF1109
 SF1109                          STATION RECOVERY (1977)
 SF1109
 SF1109'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 SF1109'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF1110 ***********************************************************************
 SF1110  DESIGNATION -  MON 229 IBC
 SF1110  PID         -  SF1110
 SF1110  STATE/COUNTY-  ME/AROOSTOOK
 SF1110  USGS QUAD   -  ST OMER (1987)
 SF1110
 SF1110                         *CURRENT SURVEY CONTROL
 SF1110  ___________________________________________________________________
 SF1110* NAD 83(1996)-  47 02 39.07340(N)    069 38 52.99789(W)     ADJUSTED  
 SF1110* NAVD 88     -       391.     (meters)    1283.     (feet)  SCALED    
 SF1110  ___________________________________________________________________
 SF1110  LAPLACE CORR-           4.83  (seconds)                    DEFLEC99
 SF1110  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 SF1110
 SF1110  HORZ ORDER  -  THIRD
 SF1110
 SF1110.The horizontal coordinates were established by classical geodetic methods
 SF1110.and adjusted by the National Geodetic Survey in March 1998..
 SF1110
 SF1110.The orthometric height was scaled from a topographic map.
 SF1110
 SF1110.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF1110
 SF1110.The geoid height was determined by GEOID03.
 SF1110
 SF1110;                    North         East     Units Scale Factor Converg.
 SF1110;SPC ME E     -   375,975.453   212,764.679   MT  0.99999350   -0 50 25.0
 SF1110;UTM  19      - 5,210,278.237   450,771.955   MT  0.99962978   -0 28 27.5
 SF1110
 SF1110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF1110!SPC ME E     -   0.99994286  x   0.99999350  =   0.99993636
 SF1110!UTM  19      -   0.99994286  x   0.99962978  =   0.99957266
 SF1110
 SF1110:                Primary Azimuth Mark                     Grid Az
 SF1110:SPC ME E     -  MON 228 IBC                              035 26 43.8
 SF1110:UTM  19      -  MON 228 IBC                              035 04 46.3
 SF1110
 SF1110|---------------------------------------------------------------------|
 SF1110| PID    Reference Object                     Distance      Geod. Az  |
 SF1110|                                                           dddmmss.s |
 SF1110| SF1109 MON 228 IBC                         APPROX. 0.7 KM 0343618.8 |
 SF1110|---------------------------------------------------------------------|
 SF1110
 SF1110                          SUPERSEDED SURVEY CONTROL
 SF1110
 SF1110  NAD 83(1992)-  47 02 39.07809(N)    069 38 53.01394(W) AD(       ) 3
 SF1110  NAD 83(1986)-  47 02 39.08349(N)    069 38 53.01054(W) AD(       ) 3
 SF1110  NAD 27      -  47 02 39.00200(N)    069 38 54.84200(W) AD(       ) 3
 SF1110
 SF1110.Superseded values are not recommended for survey control.
 SF1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF1110.See file dsdata.txt to determine how the superseded data were derived.
 SF1110
 SF1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN5077210278(NAD 83)
 SF1110_MARKER: Z = SEE DESCRIPTION
 SF1110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF1110_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF1110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF1110+STABILITY: SURFACE MOTION
 SF1110
 SF1110  HISTORY     - Date     Condition        Report By
 SF1110  HISTORY     - 1845     MONUMENTED       IBC
 SF1110  HISTORY     - 1977     GOOD             IBC
 SF1110
 SF1110                          STATION DESCRIPTION
 SF1110
 SF1110'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 SF1110'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 SF1110'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 SF1110'CONCRETE BASE.  THE NUMBER OF THE
 SF1110'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 SF1110'INSCRIBED IN THE CONCRETE BASE.
 SF1110
 SF1110                          STATION RECOVERY (1977)
 SF1110
 SF1110'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 SF1110'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF1111 ***********************************************************************
 SF1111  DESIGNATION -  MON 230 51 IBC
 SF1111  PID         -  SF1111
 SF1111  STATE/COUNTY-  ME/AROOSTOOK
 SF1111  USGS QUAD   -  ST OMER (1987)
 SF1111
 SF1111                         *CURRENT SURVEY CONTROL
 SF1111  ___________________________________________________________________
 SF1111* NAD 83(1996)-  47 02 16.54596(N)    069 39 15.73360(W)     ADJUSTED  
 SF1111* NAVD 88     -       341.     (meters)    1119.     (feet)  SCALED    
 SF1111  ___________________________________________________________________
 SF1111  LAPLACE CORR-           4.96  (seconds)                    DEFLEC99
 SF1111  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 SF1111
 SF1111  HORZ ORDER  -  THIRD
 SF1111
 SF1111.The horizontal coordinates were established by classical geodetic methods
 SF1111.and adjusted by the National Geodetic Survey in March 1998..
 SF1111.No horizontal observational check was made to the station.
 SF1111
 SF1111.The orthometric height was scaled from a topographic map.
 SF1111
 SF1111.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF1111
 SF1111.The geoid height was determined by GEOID03.
 SF1111
 SF1111;                    North         East     Units Scale Factor Converg.
 SF1111;SPC ME E     -   375,286.920   212,274.542   MT  0.99999455   -0 50 41.4
 SF1111;UTM  19      - 5,209,586.839   450,286.403   MT  0.99963037   -0 28 44.0
 SF1111
 SF1111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF1111!SPC ME E     -   0.99995070  x   0.99999455  =   0.99994525
 SF1111!UTM  19      -   0.99995070  x   0.99963037  =   0.99958108
 SF1111
 SF1111                          SUPERSEDED SURVEY CONTROL
 SF1111
 SF1111  NAD 83(1992)-  47 02 16.55097(N)    069 39 15.74970(W) AD(       ) 3
 SF1111  NAD 83(1986)-  47 02 16.55641(N)    069 39 15.74641(W) AD(       ) 3
 SF1111  NAD 27      -  47 02 16.47500(N)    069 39 17.57700(W) AD(       ) 3
 SF1111
 SF1111.Superseded values are not recommended for survey control.
 SF1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF1111.See file dsdata.txt to determine how the superseded data were derived.
 SF1111
 SF1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN5028609587(NAD 83)
 SF1111_MARKER: Z = SEE DESCRIPTION
 SF1111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF1111_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF1111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF1111+STABILITY: SURFACE MOTION
 SF1111
 SF1111  HISTORY     - Date     Condition        Report By
 SF1111  HISTORY     - 1951     MONUMENTED       IBC
 SF1111
 SF1111                          STATION DESCRIPTION
 SF1111
 SF1111'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1951
 SF1111'A STANDARD CAST - IRON MONUMENT SET IN A CONCRETE BASE 3 FEET SQUARE
 SF1111'AND 3-1/2 FEET DEEP, ON THE STRAIGHT LINE COURSE BETWEEN MONUMENTS
 SF1111'229 AND 230, 845.16 METERS FROM MONUMENT 229.  IT IS 88.06 METERS
 SF1111'NORTHEASTERLY FROM THE ORIGINAL MONUMENT 230, WHICH WAS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF1112 ***********************************************************************
 SF1112  DESIGNATION -  MON 230 IBC
 SF1112  PID         -  SF1112
 SF1112  STATE/COUNTY-  ME/AROOSTOOK
 SF1112  USGS QUAD   -  ST OMER (1987)
 SF1112
 SF1112                         *CURRENT SURVEY CONTROL
 SF1112  ___________________________________________________________________
 SF1112* NAD 83(1996)-  47 02 14.19872(N)    069 39 18.10216(W)     ADJUSTED  
 SF1112* NAVD 88     -       340.     (meters)    1115.     (feet)  SCALED    
 SF1112  ___________________________________________________________________
 SF1112  LAPLACE CORR-           4.98  (seconds)                    DEFLEC99
 SF1112  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 SF1112
 SF1112  HORZ ORDER  -  THIRD
 SF1112
 SF1112.The horizontal coordinates were established by classical geodetic methods
 SF1112.and adjusted by the National Geodetic Survey in March 1998..
 SF1112
 SF1112.The orthometric height was scaled from a topographic map.
 SF1112
 SF1112.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF1112
 SF1112.The geoid height was determined by GEOID03.
 SF1112
 SF1112;                    North         East     Units Scale Factor Converg.
 SF1112;SPC ME E     -   375,215.181   212,223.474   MT  0.99999466   -0 50 43.1
 SF1112;UTM  19      - 5,209,514.801   450,235.812   MT  0.99963044   -0 28 45.7
 SF1112
 SF1112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF1112!SPC ME E     -   0.99995085  x   0.99999466  =   0.99994551
 SF1112!UTM  19      -   0.99995085  x   0.99963044  =   0.99958131
 SF1112
 SF1112|---------------------------------------------------------------------|
 SF1112| PID    Reference Object                     Distance      Geod. Az  |
 SF1112|                                                           dddmmss.s |
 SF1112| SF1111 MON 230 51 IBC                       88.060 METERS 03436     |
 SF1112| SF1113 MON 231 IBC                         APPROX. 1.6 KM 2143600.5 |
 SF1112|---------------------------------------------------------------------|
 SF1112
 SF1112                          SUPERSEDED SURVEY CONTROL
 SF1112
 SF1112  NAD 83(1992)-  47 02 14.20378(N)    069 39 18.11825(W) AD(       ) 3
 SF1112  NAD 83(1986)-  47 02 14.20922(N)    069 39 18.11498(W) AD(       ) 3
 SF1112  NAD 27      -  47 02 14.12700(N)    069 39 19.94600(W) AD(       ) 3
 SF1112
 SF1112.Superseded values are not recommended for survey control.
 SF1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF1112.See file dsdata.txt to determine how the superseded data were derived.
 SF1112
 SF1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN5023609515(NAD 83)
 SF1112_MARKER: Z = SEE DESCRIPTION
 SF1112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF1112_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF1112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF1112+STABILITY: SURFACE MOTION
 SF1112
 SF1112  HISTORY     - Date     Condition        Report By
 SF1112  HISTORY     - 1845     MONUMENTED       IBC
 SF1112  HISTORY     - 1950     MARK NOT FOUND   IBC
 SF1112
 SF1112                          STATION DESCRIPTION
 SF1112
 SF1112'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 SF1112'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 SF1112'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 SF1112'CONCRETE BASE.  THE NUMBER OF THE
 SF1112'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 SF1112'INSCRIBED IN THE CONCRETE BASE.
 SF1112
 SF1112                          STATION RECOVERY (1950)
 SF1112
 SF1112'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1950
 SF1112'WAS NOT FOUND AT ITS SITE IN A SWAMPY FLAT.  TO BE REPLACED IN 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF1113 ***********************************************************************
 SF1113  DESIGNATION -  MON 231 IBC
 SF1113  PID         -  SF1113
 SF1113  STATE/COUNTY-  ME/AROOSTOOK
 SF1113  USGS QUAD   -  ST OMER (1987)
 SF1113
 SF1113                         *CURRENT SURVEY CONTROL
 SF1113  ___________________________________________________________________
 SF1113* NAD 83(1996)-  47 01 31.13786(N)    069 40 01.54156(W)     ADJUSTED  
 SF1113* NAVD 88     -       359.     (meters)    1178.     (feet)  SCALED    
 SF1113  ___________________________________________________________________
 SF1113  LAPLACE CORR-           5.33  (seconds)                    DEFLEC99
 SF1113  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 SF1113
 SF1113  HORZ ORDER  -  THIRD
 SF1113
 SF1113.The horizontal coordinates were established by classical geodetic methods
 SF1113.and adjusted by the National Geodetic Survey in March 1998..
 SF1113
 SF1113.The orthometric height was scaled from a topographic map.
 SF1113
 SF1113.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF1113
 SF1113.The geoid height was determined by GEOID03.
 SF1113
 SF1113;                    North         East     Units Scale Factor Converg.
 SF1113;SPC ME E     -   373,899.173   211,286.667   MT  0.99999670   -0 51 14.3
 SF1113;UTM  19      - 5,208,193.319   449,307.768   MT  0.99963158   -0 29 17.1
 SF1113
 SF1113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF1113!SPC ME E     -   0.99994788  x   0.99999670  =   0.99994458
 SF1113!UTM  19      -   0.99994788  x   0.99963158  =   0.99957948
 SF1113
 SF1113:                Primary Azimuth Mark                     Grid Az
 SF1113:SPC ME E     -  MON 230 IBC                              035 26 43.0
 SF1113:UTM  19      -  MON 230 IBC                              035 04 45.8
 SF1113
 SF1113|---------------------------------------------------------------------|
 SF1113| PID    Reference Object                     Distance      Geod. Az  |
 SF1113|                                                           dddmmss.s |
 SF1113| SF1112 MON 230 IBC                         APPROX. 1.6 KM 0343528.7 |
 SF1113| SF1114 MON 232 IBC                         245.972 METERS 21435     |
 SF1113|---------------------------------------------------------------------|
 SF1113
 SF1113                          SUPERSEDED SURVEY CONTROL
 SF1113
 SF1113  NAD 83(1992)-  47 01 31.14360(N)    069 40 01.55766(W) AD(       ) 3
 SF1113  NAD 83(1986)-  47 01 31.14910(N)    069 40 01.55463(W) AD(       ) 3
 SF1113  NAD 27      -  47 01 31.06600(N)    069 40 03.38300(W) AD(       ) 3
 SF1113
 SF1113.Superseded values are not recommended for survey control.
 SF1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF1113.See file dsdata.txt to determine how the superseded data were derived.
 SF1113
 SF1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN4930808193(NAD 83)
 SF1113_MARKER: Z = SEE DESCRIPTION
 SF1113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF1113_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF1113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF1113+STABILITY: SURFACE MOTION
 SF1113
 SF1113  HISTORY     - Date     Condition        Report By
 SF1113  HISTORY     - 1845     MONUMENTED       IBC
 SF1113  HISTORY     - 1977     GOOD             IBC
 SF1113
 SF1113                          STATION DESCRIPTION
 SF1113
 SF1113'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 SF1113'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 SF1113'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 SF1113'CONCRETE BASE.  THE NUMBER OF THE
 SF1113'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 SF1113'INSCRIBED IN THE CONCRETE BASE.
 SF1113
 SF1113                          STATION RECOVERY (1977)
 SF1113
 SF1113'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 SF1113'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF1114 ***********************************************************************
 SF1114  DESIGNATION -  MON 232 IBC
 SF1114  PID         -  SF1114
 SF1114  STATE/COUNTY-  ME/AROOSTOOK
 SF1114  USGS QUAD   -  ST OMER (1987)
 SF1114
 SF1114                         *CURRENT SURVEY CONTROL
 SF1114  ___________________________________________________________________
 SF1114* NAD 83(1996)-  47 01 24.58070(N)    069 40 08.15424(W)     ADJUSTED  
 SF1114* NAVD 88     -       366.     (meters)    1201.     (feet)  SCALED    
 SF1114  ___________________________________________________________________
 SF1114  LAPLACE CORR-           5.40  (seconds)                    DEFLEC99
 SF1114  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 SF1114
 SF1114  HORZ ORDER  -  THIRD
 SF1114
 SF1114.The horizontal coordinates were established by classical geodetic methods
 SF1114.and adjusted by the National Geodetic Survey in March 1998..
 SF1114
 SF1114.The orthometric height was scaled from a topographic map.
 SF1114
 SF1114.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF1114
 SF1114.The geoid height was determined by GEOID03.
 SF1114
 SF1114;                    North         East     Units Scale Factor Converg.
 SF1114;SPC ME E     -   373,698.788   211,144.023   MT  0.99999701   -0 51 19.0
 SF1114;UTM  19      - 5,207,992.101   449,166.457   MT  0.99963176   -0 29 21.9
 SF1114
 SF1114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF1114!SPC ME E     -   0.99994678  x   0.99999701  =   0.99994379
 SF1114!UTM  19      -   0.99994678  x   0.99963176  =   0.99957856
 SF1114
 SF1114|---------------------------------------------------------------------|
 SF1114| PID    Reference Object                     Distance      Geod. Az  |
 SF1114|                                                           dddmmss.s |
 SF1114| SF1113 MON 231 IBC                         245.972 METERS 03435     |
 SF1114| SF1115 MON 233 IBC                         APPROX. 1.4 KM 2143455.0 |
 SF1114|---------------------------------------------------------------------|
 SF1114
 SF1114                          SUPERSEDED SURVEY CONTROL
 SF1114
 SF1114  NAD 83(1992)-  47 01 24.58654(N)    069 40 08.17034(W) AD(       ) 3
 SF1114  NAD 83(1986)-  47 01 24.59211(N)    069 40 08.16729(W) AD(       ) 3
 SF1114  NAD 27      -  47 01 24.51000(N)    069 40 09.99600(W) AD(       ) 3
 SF1114
 SF1114.Superseded values are not recommended for survey control.
 SF1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF1114.See file dsdata.txt to determine how the superseded data were derived.
 SF1114
 SF1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN4916607992(NAD 83)
 SF1114_MARKER: Z = SEE DESCRIPTION
 SF1114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF1114_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF1114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF1114+STABILITY: SURFACE MOTION
 SF1114
 SF1114  HISTORY     - Date     Condition        Report By
 SF1114  HISTORY     - 1845     MONUMENTED       IBC
 SF1114  HISTORY     - 1977     GOOD             IBC
 SF1114
 SF1114                          STATION DESCRIPTION
 SF1114
 SF1114'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 SF1114'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 SF1114'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 SF1114'CONCRETE BASE.  THE NUMBER OF THE
 SF1114'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 SF1114'INSCRIBED IN THE CONCRETE BASE.
 SF1114
 SF1114                          STATION RECOVERY (1977)
 SF1114
 SF1114'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 SF1114'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF1115 ***********************************************************************
 SF1115  DESIGNATION -  MON 233 IBC
 SF1115  PID         -  SF1115
 SF1115  STATE/COUNTY-  ME/AROOSTOOK
 SF1115  USGS QUAD   -  ST OMER (1987)
 SF1115
 SF1115                         *CURRENT SURVEY CONTROL
 SF1115  ___________________________________________________________________
 SF1115* NAD 83(1996)-  47 00 47.44637(N)    069 40 45.58130(W)     ADJUSTED  
 SF1115* NAVD 88     -       316.     (meters)    1037.     (feet)  SCALED    
 SF1115  ___________________________________________________________________
 SF1115  LAPLACE CORR-           5.24  (seconds)                    DEFLEC99
 SF1115  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 SF1115
 SF1115  HORZ ORDER  -  THIRD
 SF1115
 SF1115.The horizontal coordinates were established by classical geodetic methods
 SF1115.and adjusted by the National Geodetic Survey in March 1998..
 SF1115
 SF1115.The orthometric height was scaled from a topographic map.
 SF1115
 SF1115.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF1115
 SF1115.The geoid height was determined by GEOID03.
 SF1115
 SF1115;                    North         East     Units Scale Factor Converg.
 SF1115;SPC ME E     -   372,564.028   210,336.483   MT  0.99999878   -0 51 45.9
 SF1115;UTM  19      - 5,206,852.625   448,366.472   MT  0.99963277   -0 29 49.0
 SF1115
 SF1115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF1115!SPC ME E     -   0.99995462  x   0.99999878  =   0.99995340
 SF1115!UTM  19      -   0.99995462  x   0.99963277  =   0.99958741
 SF1115
 SF1115:                Primary Azimuth Mark                     Grid Az
 SF1115:SPC ME E     -  MON 232 IBC                              035 26 13.5
 SF1115:UTM  19      -  MON 232 IBC                              035 04 16.6
 SF1115
 SF1115|---------------------------------------------------------------------|
 SF1115| PID    Reference Object                     Distance      Geod. Az  |
 SF1115|                                                           dddmmss.s |
 SF1115| SF1114 MON 232 IBC                         APPROX. 1.4 KM 0343427.6 |
 SF1115| SF1116 MON 234 IBC                         388.312 METERS 21434     |
 SF1115|---------------------------------------------------------------------|
 SF1115
 SF1115                          SUPERSEDED SURVEY CONTROL
 SF1115
 SF1115  NAD 83(1992)-  47 00 47.45275(N)    069 40 45.59738(W) AD(       ) 3
 SF1115  NAD 83(1986)-  47 00 47.45836(N)    069 40 45.59454(W) AD(       ) 3
 SF1115  NAD 27      -  47 00 47.37600(N)    069 40 47.42200(W) AD(       ) 3
 SF1115
 SF1115.Superseded values are not recommended for survey control.
 SF1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF1115.See file dsdata.txt to determine how the superseded data were derived.
 SF1115
 SF1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN4836606853(NAD 83)
 SF1115_MARKER: Z = SEE DESCRIPTION
 SF1115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF1115_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF1115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF1115+STABILITY: SURFACE MOTION
 SF1115
 SF1115  HISTORY     - Date     Condition        Report By
 SF1115  HISTORY     - 1845     MONUMENTED       IBC
 SF1115  HISTORY     - 1977     GOOD             IBC
 SF1115
 SF1115                          STATION DESCRIPTION
 SF1115
 SF1115'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 SF1115'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 SF1115'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 SF1115'CONCRETE BASE.  THE NUMBER OF THE
 SF1115'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 SF1115'INSCRIBED IN THE CONCRETE BASE.
 SF1115
 SF1115                          STATION RECOVERY (1977)
 SF1115
 SF1115'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 SF1115'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF1116 ***********************************************************************
 SF1116  DESIGNATION -  MON 234 IBC
 SF1116  PID         -  SF1116
 SF1116  STATE/COUNTY-  ME/AROOSTOOK
 SF1116  USGS QUAD   -  ST OMER (1987)
 SF1116
 SF1116                         *CURRENT SURVEY CONTROL
 SF1116  ___________________________________________________________________
 SF1116* NAD 83(1996)-  47 00 37.09252(N)    069 40 56.01365(W)     ADJUSTED  
 SF1116* NAVD 88     -       309.     (meters)    1014.     (feet)  SCALED    
 SF1116  ___________________________________________________________________
 SF1116  LAPLACE CORR-           5.19  (seconds)                    DEFLEC99
 SF1116  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 SF1116
 SF1116  HORZ ORDER  -  THIRD
 SF1116
 SF1116.The horizontal coordinates were established by classical geodetic methods
 SF1116.and adjusted by the National Geodetic Survey in March 1998..
 SF1116
 SF1116.The orthometric height was scaled from a topographic map.
 SF1116
 SF1116.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF1116
 SF1116.The geoid height was determined by GEOID03.
 SF1116
 SF1116;                    North         East     Units Scale Factor Converg.
 SF1116;SPC ME E     -   372,247.651   210,111.335   MT  0.99999928   -0 51 53.4
 SF1116;UTM  19      - 5,206,534.933   448,143.430   MT  0.99963305   -0 29 56.6
 SF1116
 SF1116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF1116!SPC ME E     -   0.99995572  x   0.99999928  =   0.99995500
 SF1116!UTM  19      -   0.99995572  x   0.99963305  =   0.99958879
 SF1116
 SF1116|---------------------------------------------------------------------|
 SF1116| PID    Reference Object                     Distance      Geod. Az  |
 SF1116|                                                           dddmmss.s |
 SF1116| SF1115 MON 233 IBC                         388.312 METERS 03434     |
 SF1116|---------------------------------------------------------------------|
 SF1116
 SF1116                          SUPERSEDED SURVEY CONTROL
 SF1116
 SF1116  NAD 83(1992)-  47 00 37.09902(N)    069 40 56.02971(W) AD(       ) 3
 SF1116  NAD 83(1986)-  47 00 37.10470(N)    069 40 56.02688(W) AD(       ) 3
 SF1116  NAD 27      -  47 00 37.02200(N)    069 40 57.85400(W) AD(       ) 3
 SF1116
 SF1116.Superseded values are not recommended for survey control.
 SF1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF1116.See file dsdata.txt to determine how the superseded data were derived.
 SF1116
 SF1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN4814306535(NAD 83)
 SF1116_MARKER: Z = SEE DESCRIPTION
 SF1116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF1116_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF1116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF1116+STABILITY: SURFACE MOTION
 SF1116
 SF1116  HISTORY     - Date     Condition        Report By
 SF1116  HISTORY     - 1845     MONUMENTED       IBC
 SF1116  HISTORY     - 1977     GOOD             IBC
 SF1116
 SF1116                          STATION DESCRIPTION
 SF1116
 SF1116'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 SF1116'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 SF1116'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 SF1116'CONCRETE BASE.  THE NUMBER OF THE
 SF1116'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 SF1116'INSCRIBED IN THE CONCRETE BASE.
 SF1116
 SF1116                          STATION RECOVERY (1977)
 SF1116
 SF1116'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 SF1116'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF1117 ***********************************************************************
 SF1117  DESIGNATION -  MON 235 IBC
 SF1117  PID         -  SF1117
 SF1117  STATE/COUNTY-  ME/AROOSTOOK
 SF1117  USGS QUAD   -  ST OMER (1987)
 SF1117
 SF1117                         *CURRENT SURVEY CONTROL
 SF1117  ___________________________________________________________________
 SF1117* NAD 83(1996)-  47 00 21.86780(N)    069 41 11.35138(W)     ADJUSTED  
 SF1117* NAVD 88     -       310.     (meters)    1017.     (feet)  SCALED    
 SF1117  ___________________________________________________________________
 SF1117  LAPLACE CORR-           5.12  (seconds)                    DEFLEC99
 SF1117  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 SF1117
 SF1117  HORZ ORDER  -  THIRD
 SF1117
 SF1117.The horizontal coordinates were established by classical geodetic methods
 SF1117.and adjusted by the National Geodetic Survey in March 1998..
 SF1117
 SF1117.The orthometric height was scaled from a topographic map.
 SF1117
 SF1117.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF1117
 SF1117.The geoid height was determined by GEOID03.
 SF1117
 SF1117;                    North         East     Units Scale Factor Converg.
 SF1117;SPC ME E     -   371,782.452   209,780.278   MT  1.00000001   -0 52 04.4
 SF1117;UTM  19      - 5,206,067.801   447,815.470   MT  0.99963347   -0 30 07.7
 SF1117
 SF1117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF1117!SPC ME E     -   0.99995557  x   1.00000001  =   0.99995558
 SF1117!UTM  19      -   0.99995557  x   0.99963347  =   0.99958905
 SF1117
 SF1117:                Primary Azimuth Mark                     Grid Az
 SF1117:SPC ME E     -  MON 234 IBC                              035 26 14.5
 SF1117:UTM  19      -  MON 234 IBC                              035 04 17.8
 SF1117
 SF1117|---------------------------------------------------------------------|
 SF1117| PID    Reference Object                     Distance      Geod. Az  |
 SF1117|                                                           dddmmss.s |
 SF1117| SF1116 MON 234 IBC                         APPROX. 0.6 KM 0343410.1 |
 SF1117|---------------------------------------------------------------------|
 SF1117
 SF1117                          SUPERSEDED SURVEY CONTROL
 SF1117
 SF1117  NAD 83(1992)-  47 00 21.87446(N)    069 41 11.36737(W) AD(       ) 3
 SF1117  NAD 83(1986)-  47 00 21.88021(N)    069 41 11.36460(W) AD(       ) 3
 SF1117  NAD 27      -  47 00 21.79700(N)    069 41 13.19100(W) AD(       ) 3
 SF1117
 SF1117.Superseded values are not recommended for survey control.
 SF1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF1117.See file dsdata.txt to determine how the superseded data were derived.
 SF1117
 SF1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN4781506068(NAD 83)
 SF1117_MARKER: Z = SEE DESCRIPTION
 SF1117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF1117_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF1117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF1117+STABILITY: SURFACE MOTION
 SF1117
 SF1117  HISTORY     - Date     Condition        Report By
 SF1117  HISTORY     - 1845     MONUMENTED       IBC
 SF1117  HISTORY     - 1977     GOOD             IBC
 SF1117
 SF1117                          STATION DESCRIPTION
 SF1117
 SF1117'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 SF1117'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 SF1117'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 SF1117'CONCRETE BASE.  THE NUMBER OF THE
 SF1117'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 SF1117'INSCRIBED IN THE CONCRETE BASE.
 SF1117
 SF1117                          STATION RECOVERY (1977)
 SF1117
 SF1117'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 SF1117'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF1118 ***********************************************************************
 SF1118  DESIGNATION -  MON 236 IBC
 SF1118  PID         -  SF1118
 SF1118  STATE/COUNTY-  ME/AROOSTOOK
 SF1118  USGS QUAD   -  ST OMER (1987)
 SF1118
 SF1118                         *CURRENT SURVEY CONTROL
 SF1118  ___________________________________________________________________
 SF1118* NAD 83(1996)-  47 00 04.93135(N)    069 41 28.41008(W)     ADJUSTED  
 SF1118* NAVD 88     -       299.     (meters)     981.     (feet)  SCALED    
 SF1118  ___________________________________________________________________
 SF1118  LAPLACE CORR-           4.94  (seconds)                    DEFLEC99
 SF1118  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 SF1118
 SF1118  HORZ ORDER  -  THIRD
 SF1118
 SF1118.The horizontal coordinates were established by classical geodetic methods
 SF1118.and adjusted by the National Geodetic Survey in March 1998..
 SF1118
 SF1118.The orthometric height was scaled from a topographic map.
 SF1118
 SF1118.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF1118
 SF1118.The geoid height was determined by GEOID03.
 SF1118
 SF1118;                    North         East     Units Scale Factor Converg.
 SF1118;SPC ME E     -   371,264.969   209,412.014   MT  1.00000083   -0 52 16.6
 SF1118;UTM  19      - 5,205,548.169   447,450.650   MT  0.99963394   -0 30 20.0
 SF1118
 SF1118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF1118!SPC ME E     -   0.99995729  x   1.00000083  =   0.99995812
 SF1118!UTM  19      -   0.99995729  x   0.99963394  =   0.99959125
 SF1118
 SF1118:                Primary Azimuth Mark                     Grid Az
 SF1118:SPC ME E     -  MON 235 IBC                              035 26 14.6
 SF1118:UTM  19      -  MON 235 IBC                              035 04 18.0
 SF1118
 SF1118|---------------------------------------------------------------------|
 SF1118| PID    Reference Object                     Distance      Geod. Az  |
 SF1118|                                                           dddmmss.s |
 SF1118| SF1117 MON 235 IBC                         APPROX. 0.6 KM 0343358.0 |
 SF1118|---------------------------------------------------------------------|
 SF1118
 SF1118                          SUPERSEDED SURVEY CONTROL
 SF1118
 SF1118  NAD 83(1992)-  47 00 04.93819(N)    069 41 28.42595(W) AD(       ) 3
 SF1118  NAD 83(1986)-  47 00 04.94401(N)    069 41 28.42326(W) AD(       ) 3
 SF1118  NAD 27      -  47 00 04.86100(N)    069 41 30.24900(W) AD(       ) 3
 SF1118
 SF1118.Superseded values are not recommended for survey control.
 SF1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF1118.See file dsdata.txt to determine how the superseded data were derived.
 SF1118
 SF1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN4745105548(NAD 83)
 SF1118_MARKER: Z = SEE DESCRIPTION
 SF1118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF1118_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF1118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF1118+STABILITY: SURFACE MOTION
 SF1118
 SF1118  HISTORY     - Date     Condition        Report By
 SF1118  HISTORY     - 1845     MONUMENTED       IBC
 SF1118  HISTORY     - 1977     GOOD             IBC
 SF1118
 SF1118                          STATION DESCRIPTION
 SF1118
 SF1118'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 SF1118'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 SF1118'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 SF1118'CONCRETE BASE.  THE NUMBER OF THE
 SF1118'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 SF1118'INSCRIBED IN THE CONCRETE BASE.
 SF1118
 SF1118                          STATION RECOVERY (1977)
 SF1118
 SF1118'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 SF1118'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0783 ***********************************************************************
 RF0783  DESIGNATION -  MON 237 IBC
 RF0783  PID         -  RF0783
 RF0783  STATE/COUNTY-  ME/AROOSTOOK
 RF0783  USGS QUAD   -  CHARLES POND (1986)
 RF0783
 RF0783                         *CURRENT SURVEY CONTROL
 RF0783  ___________________________________________________________________
 RF0783* NAD 83(1996)-  46 59 21.81352(N)    069 42 11.82265(W)     ADJUSTED  
 RF0783* NAVD 88     -       304.     (meters)     997.     (feet)  SCALED    
 RF0783  ___________________________________________________________________
 RF0783  LAPLACE CORR-           4.44  (seconds)                    DEFLEC99
 RF0783  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 RF0783
 RF0783  HORZ ORDER  -  THIRD
 RF0783
 RF0783.The horizontal coordinates were established by classical geodetic methods
 RF0783.and adjusted by the National Geodetic Survey in March 1998..
 RF0783
 RF0783.The orthometric height was scaled from a topographic map.
 RF0783
 RF0783.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0783
 RF0783.The geoid height was determined by GEOID03.
 RF0783
 RF0783;                    North         East     Units Scale Factor Converg.
 RF0783;SPC ME E     -   369,947.628   208,474.529   MT  1.00000292   -0 52 47.8
 RF0783;UTM  19      - 5,204,225.357   446,521.934   MT  0.99963515   -0 30 51.4
 RF0783
 RF0783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0783!SPC ME E     -   0.99995651  x   1.00000292  =   0.99995943
 RF0783!UTM  19      -   0.99995651  x   0.99963515  =   0.99959168
 RF0783
 RF0783:                Primary Azimuth Mark                     Grid Az
 RF0783:SPC ME E     -  MON 236 IBC                              035 26 14.8
 RF0783:UTM  19      -  MON 236 IBC                              035 04 18.4
 RF0783
 RF0783|---------------------------------------------------------------------|
 RF0783| PID    Reference Object                     Distance      Geod. Az  |
 RF0783|                                                           dddmmss.s |
 RF0783| SF1118 MON 236 IBC                         APPROX. 1.6 KM 0343327.0 |
 RF0783|---------------------------------------------------------------------|
 RF0783
 RF0783                          SUPERSEDED SURVEY CONTROL
 RF0783
 RF0783  NAD 83(1992)-  46 59 21.82081(N)    069 42 11.83804(W) AD(       ) 3
 RF0783  NAD 83(1986)-  46 59 21.82673(N)    069 42 11.83568(W) AD(       ) 3
 RF0783  NAD 27      -  46 59 21.74300(N)    069 42 13.66000(W) AD(       ) 3
 RF0783
 RF0783.Superseded values are not recommended for survey control.
 RF0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0783.See file dsdata.txt to determine how the superseded data were derived.
 RF0783
 RF0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN4652204225(NAD 83)
 RF0783_MARKER: Z = SEE DESCRIPTION
 RF0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0783_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RF0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0783+STABILITY: SURFACE MOTION
 RF0783
 RF0783  HISTORY     - Date     Condition        Report By
 RF0783  HISTORY     - 1845     MONUMENTED       IBC
 RF0783  HISTORY     - 1977     GOOD             IBC
 RF0783
 RF0783                          STATION DESCRIPTION
 RF0783
 RF0783'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RF0783'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 RF0783'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 RF0783'CONCRETE BASE.  THE NUMBER OF THE
 RF0783'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 RF0783'INSCRIBED IN THE CONCRETE BASE.
 RF0783
 RF0783                          STATION RECOVERY (1977)
 RF0783
 RF0783'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 RF0783'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0784 ***********************************************************************
 RF0784  DESIGNATION -  MON 238 IBC
 RF0784  PID         -  RF0784
 RF0784  STATE/COUNTY-  ME/AROOSTOOK
 RF0784  USGS QUAD   -  CHARLES POND (1986)
 RF0784
 RF0784                         *CURRENT SURVEY CONTROL
 RF0784  ___________________________________________________________________
 RF0784* NAD 83(1996)-  46 59 05.58573(N)    069 42 28.15514(W)     ADJUSTED  
 RF0784* NAVD 88     -       273.     (meters)     896.     (feet)  SCALED    
 RF0784  ___________________________________________________________________
 RF0784  LAPLACE CORR-           4.30  (seconds)                    DEFLEC99
 RF0784  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 RF0784
 RF0784  HORZ ORDER  -  THIRD
 RF0784
 RF0784.The horizontal coordinates were established by classical geodetic methods
 RF0784.and adjusted by the National Geodetic Survey in March 1998..
 RF0784
 RF0784.The orthometric height was scaled from a topographic map.
 RF0784
 RF0784.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0784
 RF0784.The geoid height was determined by GEOID03.
 RF0784
 RF0784;                    North         East     Units Scale Factor Converg.
 RF0784;SPC ME E     -   369,451.870   208,121.725   MT  1.00000372   -0 52 59.5
 RF0784;UTM  19      - 5,203,727.541   446,172.429   MT  0.99963561   -0 31 03.2
 RF0784
 RF0784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0784!SPC ME E     -   0.99996137  x   1.00000372  =   0.99996509
 RF0784!UTM  19      -   0.99996137  x   0.99963561  =   0.99959700
 RF0784
 RF0784:                Primary Azimuth Mark                     Grid Az
 RF0784:SPC ME E     -  MON 237 IBC                              035 26 14.6
 RF0784:UTM  19      -  MON 237 IBC                              035 04 18.3
 RF0784
 RF0784|---------------------------------------------------------------------|
 RF0784| PID    Reference Object                     Distance      Geod. Az  |
 RF0784|                                                           dddmmss.s |
 RF0784| RF0783 MON 237 IBC                         APPROX. 0.6 KM 0343315.1 |
 RF0784| RF0785 MON 239 IBC                          70.649 METERS 21433     |
 RF0784|---------------------------------------------------------------------|
 RF0784
 RF0784                          SUPERSEDED SURVEY CONTROL
 RF0784
 RF0784  NAD 83(1992)-  46 59 05.59316(N)    069 42 28.17036(W) AD(       ) 3
 RF0784  NAD 83(1986)-  46 59 05.59915(N)    069 42 28.16809(W) AD(       ) 3
 RF0784  NAD 27      -  46 59 05.51500(N)    069 42 29.99200(W) AD(       ) 3
 RF0784
 RF0784.Superseded values are not recommended for survey control.
 RF0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0784.See file dsdata.txt to determine how the superseded data were derived.
 RF0784
 RF0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN4617203728(NAD 83)
 RF0784_MARKER: Z = SEE DESCRIPTION
 RF0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0784_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RF0784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0784+STABILITY: SURFACE MOTION
 RF0784
 RF0784  HISTORY     - Date     Condition        Report By
 RF0784  HISTORY     - 1845     MONUMENTED       IBC
 RF0784  HISTORY     - 1950     POOR             IBC
 RF0784  HISTORY     - 1977     GOOD             IBC
 RF0784
 RF0784                          STATION DESCRIPTION
 RF0784
 RF0784'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RF0784'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 RF0784'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 RF0784'CONCRETE BASE.  THE NUMBER OF THE
 RF0784'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 RF0784'INSCRIBED IN THE CONCRETE BASE.
 RF0784
 RF0784                          STATION RECOVERY (1950)
 RF0784
 RF0784'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1950
 RF0784'CONCRETE BASE BROKEN AND IRON SHAFT LOOSE.  REPAIRS DEFERRED TO 1951.
 RF0784
 RF0784                          STATION RECOVERY (1977)
 RF0784
 RF0784'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 RF0784'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0785 ***********************************************************************
 RF0785  DESIGNATION -  MON 239 IBC
 RF0785  PID         -  RF0785
 RF0785  STATE/COUNTY-  ME/AROOSTOOK
 RF0785  USGS QUAD   -  CHARLES POND (1986)
 RF0785
 RF0785                         *CURRENT SURVEY CONTROL
 RF0785  ___________________________________________________________________
 RF0785* NAD 83(1996)-  46 59 03.70151(N)    069 42 30.05132(W)     ADJUSTED  
 RF0785* NAVD 88     -       272.     (meters)     892.     (feet)  SCALED    
 RF0785  ___________________________________________________________________
 RF0785  LAPLACE CORR-           4.33  (seconds)                    DEFLEC99
 RF0785  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 RF0785
 RF0785  HORZ ORDER  -  THIRD
 RF0785
 RF0785.The horizontal coordinates were established by classical geodetic methods
 RF0785.and adjusted by the National Geodetic Survey in March 1998..
 RF0785
 RF0785.The orthometric height was scaled from a topographic map.
 RF0785
 RF0785.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0785
 RF0785.The geoid height was determined by GEOID03.
 RF0785
 RF0785;                    North         East     Units Scale Factor Converg.
 RF0785;SPC ME E     -   369,394.308   208,080.761   MT  1.00000381   -0 53 00.8
 RF0785;UTM  19      - 5,203,669.741   446,131.849   MT  0.99963566   -0 31 04.6
 RF0785
 RF0785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0785!SPC ME E     -   0.99996153  x   1.00000381  =   0.99996534
 RF0785!UTM  19      -   0.99996153  x   0.99963566  =   0.99959721
 RF0785
 RF0785|---------------------------------------------------------------------|
 RF0785| PID    Reference Object                     Distance      Geod. Az  |
 RF0785|                                                           dddmmss.s |
 RF0785| RF0784 MON 238 IBC                          70.649 METERS 03433     |
 RF0785| RF0786 MON 240 IBC                         APPROX. 0.9 KM 2143315.1 |
 RF0785|---------------------------------------------------------------------|
 RF0785
 RF0785                          SUPERSEDED SURVEY CONTROL
 RF0785
 RF0785  NAD 83(1992)-  46 59 03.70895(N)    069 42 30.06651(W) AD(       ) 3
 RF0785  NAD 83(1986)-  46 59 03.71502(N)    069 42 30.06418(W) AD(       ) 3
 RF0785  NAD 27      -  46 59 03.63100(N)    069 42 31.88800(W) AD(       ) 3
 RF0785
 RF0785.Superseded values are not recommended for survey control.
 RF0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0785.See file dsdata.txt to determine how the superseded data were derived.
 RF0785
 RF0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN4613203670(NAD 83)
 RF0785_MARKER: Z = SEE DESCRIPTION
 RF0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0785_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RF0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0785+STABILITY: SURFACE MOTION
 RF0785
 RF0785  HISTORY     - Date     Condition        Report By
 RF0785  HISTORY     - 1845     MONUMENTED       IBC
 RF0785  HISTORY     - 1977     GOOD             IBC
 RF0785
 RF0785                          STATION DESCRIPTION
 RF0785
 RF0785'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RF0785'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 RF0785'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 RF0785'CONCRETE BASE.  THE NUMBER OF THE
 RF0785'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 RF0785'INSCRIBED IN THE CONCRETE BASE.
 RF0785
 RF0785                          STATION RECOVERY (1977)
 RF0785
 RF0785'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 RF0785'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0786 ***********************************************************************
 RF0786  DESIGNATION -  MON 240 IBC
 RF0786  PID         -  RF0786
 RF0786  STATE/COUNTY-  ME/AROOSTOOK
 RF0786  USGS QUAD   -  CHARLES POND (1986)
 RF0786
 RF0786                         *CURRENT SURVEY CONTROL
 RF0786  ___________________________________________________________________
 RF0786* NAD 83(1996)-  46 58 38.79544(N)    069 42 55.11120(W)     ADJUSTED  
 RF0786* NAVD 88     -       280.     (meters)     919.     (feet)  SCALED    
 RF0786  ___________________________________________________________________
 RF0786  LAPLACE CORR-           4.08  (seconds)                    DEFLEC99
 RF0786  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 RF0786
 RF0786  HORZ ORDER  -  THIRD
 RF0786
 RF0786.The horizontal coordinates were established by classical geodetic methods
 RF0786.and adjusted by the National Geodetic Survey in March 1998..
 RF0786
 RF0786.The orthometric height was scaled from a topographic map.
 RF0786
 RF0786.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0786
 RF0786.The geoid height was determined by GEOID03.
 RF0786
 RF0786;                    North         East     Units Scale Factor Converg.
 RF0786;SPC ME E     -   368,633.470   207,539.308   MT  1.00000504   -0 53 18.8
 RF0786;UTM  19      - 5,202,905.745   445,595.459   MT  0.99963638   -0 31 22.7
 RF0786
 RF0786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0786!SPC ME E     -   0.99996028  x   1.00000504  =   0.99996532
 RF0786!UTM  19      -   0.99996028  x   0.99963638  =   0.99959667
 RF0786
 RF0786:                Primary Azimuth Mark                     Grid Az
 RF0786:SPC ME E     -  MON 239 IBC                              035 26 15.5
 RF0786:UTM  19      -  MON 239 IBC                              035 04 19.4
 RF0786
 RF0786|---------------------------------------------------------------------|
 RF0786| PID    Reference Object                     Distance      Geod. Az  |
 RF0786|                                                           dddmmss.s |
 RF0786| RF0785 MON 239 IBC                         APPROX. 0.9 KM 0343256.7 |
 RF0786|---------------------------------------------------------------------|
 RF0786
 RF0786                          SUPERSEDED SURVEY CONTROL
 RF0786
 RF0786  NAD 83(1992)-  46 58 38.80303(N)    069 42 55.12598(W) AD(       ) 3
 RF0786  NAD 83(1986)-  46 58 38.80920(N)    069 42 55.12385(W) AD(       ) 3
 RF0786  NAD 27      -  46 58 38.72500(N)    069 42 56.94700(W) AD(       ) 3
 RF0786
 RF0786.Superseded values are not recommended for survey control.
 RF0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0786.See file dsdata.txt to determine how the superseded data were derived.
 RF0786
 RF0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN4559502906(NAD 83)
 RF0786_MARKER: Z = SEE DESCRIPTION
 RF0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0786_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RF0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0786+STABILITY: SURFACE MOTION
 RF0786
 RF0786  HISTORY     - Date     Condition        Report By
 RF0786  HISTORY     - 1845     MONUMENTED       IBC
 RF0786  HISTORY     - 1977     GOOD             IBC
 RF0786
 RF0786                          STATION DESCRIPTION
 RF0786
 RF0786'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RF0786'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 RF0786'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 RF0786'CONCRETE BASE.  THE NUMBER OF THE
 RF0786'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 RF0786'INSCRIBED IN THE CONCRETE BASE.
 RF0786
 RF0786                          STATION RECOVERY (1977)
 RF0786
 RF0786'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 RF0786'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0787 ***********************************************************************
 RF0787  DESIGNATION -  MON 241 IBC
 RF0787  PID         -  RF0787
 RF0787  STATE/COUNTY-  ME/AROOSTOOK
 RF0787  USGS QUAD   -  CHARLES POND (1986)
 RF0787
 RF0787                         *CURRENT SURVEY CONTROL
 RF0787  ___________________________________________________________________
 RF0787* NAD 83(1996)-  46 57 55.73953(N)    069 43 38.41419(W)     ADJUSTED  
 RF0787* NAVD 88     -       285.     (meters)     935.     (feet)  SCALED    
 RF0787  ___________________________________________________________________
 RF0787  LAPLACE CORR-           3.58  (seconds)                    DEFLEC99
 RF0787  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 RF0787
 RF0787  HORZ ORDER  -  THIRD
 RF0787
 RF0787.The horizontal coordinates were established by classical geodetic methods
 RF0787.and adjusted by the National Geodetic Survey in March 1998..
 RF0787
 RF0787.The orthometric height was scaled from a topographic map.
 RF0787
 RF0787.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0787
 RF0787.The geoid height was determined by GEOID03.
 RF0787
 RF0787;                    North         East     Units Scale Factor Converg.
 RF0787;SPC ME E     -   367,318.294   206,603.360   MT  1.00000718   -0 53 49.8
 RF0787;UTM  19      - 5,201,585.111   444,668.263   MT  0.99963763   -0 31 54.0
 RF0787
 RF0787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0787!SPC ME E     -   0.99995950  x   1.00000718  =   0.99996668
 RF0787!UTM  19      -   0.99995950  x   0.99963763  =   0.99959714
 RF0787
 RF0787:                Primary Azimuth Mark                     Grid Az
 RF0787:SPC ME E     -  MON 240 IBC                              035 26 15.1
 RF0787:UTM  19      -  MON 240 IBC                              035 04 19.3
 RF0787
 RF0787|---------------------------------------------------------------------|
 RF0787| PID    Reference Object                     Distance      Geod. Az  |
 RF0787|                                                           dddmmss.s |
 RF0787| RF0786 MON 240 IBC                         APPROX. 1.6 KM 0343225.3 |
 RF0787|---------------------------------------------------------------------|
 RF0787
 RF0787                          SUPERSEDED SURVEY CONTROL
 RF0787
 RF0787  NAD 83(1992)-  46 57 55.74742(N)    069 43 38.42816(W) AD(       ) 3
 RF0787  NAD 83(1986)-  46 57 55.75371(N)    069 43 38.42642(W) AD(       ) 3
 RF0787  NAD 27      -  46 57 55.66900(N)    069 43 40.24700(W) AD(       ) 3
 RF0787
 RF0787.Superseded values are not recommended for survey control.
 RF0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0787.See file dsdata.txt to determine how the superseded data were derived.
 RF0787
 RF0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN4466801585(NAD 83)
 RF0787_MARKER: Z = SEE DESCRIPTION
 RF0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0787_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RF0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0787+STABILITY: SURFACE MOTION
 RF0787
 RF0787  HISTORY     - Date     Condition        Report By
 RF0787  HISTORY     - 1845     MONUMENTED       IBC
 RF0787  HISTORY     - 1929     POOR             IBC
 RF0787  HISTORY     - 1941     POOR             IBC
 RF0787  HISTORY     - 1961     POOR             IBC
 RF0787  HISTORY     - 1977     GOOD             IBC
 RF0787
 RF0787                          STATION DESCRIPTION
 RF0787
 RF0787'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RF0787'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 RF0787'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 RF0787'CONCRETE BASE.  THE NUMBER OF THE
 RF0787'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 RF0787'INSCRIBED IN THE CONCRETE BASE.
 RF0787
 RF0787                          STATION RECOVERY (1929)
 RF0787
 RF0787'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1929
 RF0787'SLIGHTLY TILTED BY ACTION OF FROST.  EXCAVATION MADE AROUND BASE,
 RF0787'MONUMENT STRAIGHTENED UP AND SECURED BY FIRMLY TAMPING THE EARTH
 RF0787'BACK INTO PLACE.
 RF0787
 RF0787                          STATION RECOVERY (1941)
 RF0787
 RF0787'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941
 RF0787'THIS MONUMENT WAS FOUND LEANING AND WAS STRAIGHTENED UP.
 RF0787
 RF0787                          STATION RECOVERY (1961)
 RF0787
 RF0787'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1961
 RF0787'MONUMENT PLUMBED, NEW BASE POURED.
 RF0787
 RF0787                          STATION RECOVERY (1977)
 RF0787
 RF0787'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 RF0787'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0807 ***********************************************************************
 RF0807  DESIGNATION -  MON 242 A IBC
 RF0807  PID         -  RF0807
 RF0807  STATE/COUNTY-  ME/AROOSTOOK
 RF0807  USGS QUAD   -  ST PAMPHILE (1986)
 RF0807
 RF0807                         *CURRENT SURVEY CONTROL
 RF0807  ___________________________________________________________________
 RF0807* NAD 83(1996)-  46 56 32.98082(N)    069 45 01.58072(W)     ADJUSTED  
 RF0807* NAVD 88     -       337.     (meters)    1106.     (feet)  SCALED    
 RF0807  ___________________________________________________________________
 RF0807  LAPLACE CORR-           3.18  (seconds)                    DEFLEC99
 RF0807  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 RF0807
 RF0807  HORZ ORDER  -  THIRD
 RF0807
 RF0807.The horizontal coordinates were established by classical geodetic methods
 RF0807.and adjusted by the National Geodetic Survey in March 1998..
 RF0807
 RF0807.The orthometric height was scaled from a topographic map.
 RF0807
 RF0807.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0807
 RF0807.The geoid height was determined by GEOID03.
 RF0807
 RF0807;                    North         East     Units Scale Factor Converg.
 RF0807;SPC ME E     -   364,790.745   204,804.638   MT  1.00001135   -0 54 49.4
 RF0807;UTM  19      - 5,199,047.081   442,886.360   MT  0.99964009   -0 32 54.0
 RF0807
 RF0807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0807!SPC ME E     -   0.99995135  x   1.00001135  =   0.99996270
 RF0807!UTM  19      -   0.99995135  x   0.99964009  =   0.99959146
 RF0807
 RF0807:                Primary Azimuth Mark                     Grid Az
 RF0807:SPC ME E     -  MON 242 IBC                              035 26 14.1
 RF0807:UTM  19      -  MON 242 IBC                              035 04 18.7
 RF0807
 RF0807|---------------------------------------------------------------------|
 RF0807| PID    Reference Object                     Distance      Geod. Az  |
 RF0807|                                                           dddmmss.s |
 RF0807| RF0788 MON 242 IBC                         APPROX. 1.5 KM 0343124.7 |
 RF0807| RF0808 MON 243 IBC                         126.535 METERS 21431     |
 RF0807|---------------------------------------------------------------------|
 RF0807
 RF0807                          SUPERSEDED SURVEY CONTROL
 RF0807
 RF0807  NAD 83(1992)-  46 56 32.98922(N)    069 45 01.59307(W) AD(       ) 3
 RF0807  NAD 83(1986)-  46 56 32.99577(N)    069 45 01.59211(W) AD(       ) 3
 RF0807  NAD 27      -  46 56 32.90900(N)    069 45 03.40800(W) AD(       ) 3
 RF0807
 RF0807.Superseded values are not recommended for survey control.
 RF0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0807.See file dsdata.txt to determine how the superseded data were derived.
 RF0807
 RF0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM4288699047(NAD 83)
 RF0807_MARKER: Z = SEE DESCRIPTION
 RF0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0807_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RF0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0807+STABILITY: SURFACE MOTION
 RF0807
 RF0807  HISTORY     - Date     Condition        Report By
 RF0807  HISTORY     - 1913     MONUMENTED       IBC
 RF0807  HISTORY     - 1929     POOR             IBC
 RF0807  HISTORY     - 1941     POOR             IBC
 RF0807  HISTORY     - 1977     GOOD             IBC
 RF0807
 RF0807                          STATION DESCRIPTION
 RF0807
 RF0807'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1913 (JBB)
 RF0807'THE STATION MARK IS A SMALL CONCRETE OR GRANITE MONUMENT CONSISTING
 RF0807'OF AN 8 - 18 INCH TALL OBELISK PROJECTING ABOVE A SQUARE CONCRETE
 RF0807'BLOCK.  ---CANADA,--- ---U.S.--- ---TREATY 1842---AND THE NUMBER OF
 RF0807'THE MONUMENT AND THE YEAR IT WAS MONUMENTED ARE INSCRIBED ON THE
 RF0807'SIDES OF THE CONCRETE BLOCK.
 RF0807
 RF0807                          STATION RECOVERY (1929)
 RF0807
 RF0807'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1929
 RF0807'A CONCRETE MONUMENT, FOUND BADLY BROKEN.  REMOVED AND A NEW CONCRETE
 RF0807'MONUMENT LIKE THE ORIGINAL ONE BUILT IN ITS PLACE.
 RF0807
 RF0807                          STATION RECOVERY (1941)
 RF0807
 RF0807'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941
 RF0807'FOUND WITH SHAFT WORN DOWN TO 6 INCHES DUE TO THE PILING OF
 RF0807'PULPWOOD IN THE VISTA.  THE REMAINING PART OF THE SHAFT WAS CUT OFF
 RF0807'AND A STANDARD INTERNATIONAL BOUNDARY COMMISSION DISK SET FLUSH WITH
 RF0807'THE CONCRETE BASE.
 RF0807
 RF0807                          STATION RECOVERY (1977)
 RF0807
 RF0807'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 RF0807'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0788 ***********************************************************************
 RF0788  DESIGNATION -  MON 242 IBC
 RF0788  PID         -  RF0788
 RF0788  STATE/COUNTY-  ME/AROOSTOOK
 RF0788  USGS QUAD   -  CHARLES POND (1986)
 RF0788
 RF0788                         *CURRENT SURVEY CONTROL
 RF0788  ___________________________________________________________________
 RF0788* NAD 83(1996)-  46 57 12.69305(N)    069 44 21.68383(W)     ADJUSTED  
 RF0788* NAVD 88     -       318.     (meters)    1043.     (feet)  SCALED    
 RF0788  ___________________________________________________________________
 RF0788  LAPLACE CORR-           3.22  (seconds)                    DEFLEC99
 RF0788  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 RF0788
 RF0788  HORZ ORDER  -  THIRD
 RF0788
 RF0788.The horizontal coordinates were established by classical geodetic methods
 RF0788.and adjusted by the National Geodetic Survey in March 1998..
 RF0788
 RF0788.The orthometric height was scaled from a topographic map.
 RF0788
 RF0788.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0788
 RF0788.The geoid height was determined by GEOID03.
 RF0788
 RF0788;                    North         East     Units Scale Factor Converg.
 RF0788;SPC ME E     -   366,003.541   205,667.717   MT  1.00000934   -0 54 20.8
 RF0788;UTM  19      - 5,200,264.905   443,741.370   MT  0.99963890   -0 32 25.2
 RF0788
 RF0788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0788!SPC ME E     -   0.99995433  x   1.00000934  =   0.99996367
 RF0788!UTM  19      -   0.99995433  x   0.99963890  =   0.99959324
 RF0788
 RF0788:                Primary Azimuth Mark                     Grid Az
 RF0788:SPC ME E     -  MON 241 IBC                              035 26 14.7
 RF0788:UTM  19      -  MON 241 IBC                              035 04 19.1
 RF0788
 RF0788|---------------------------------------------------------------------|
 RF0788| PID    Reference Object                     Distance      Geod. Az  |
 RF0788|                                                           dddmmss.s |
 RF0788| RF0787 MON 241 IBC                         APPROX. 1.6 KM 0343153.9 |
 RF0788|---------------------------------------------------------------------|
 RF0788
 RF0788                          SUPERSEDED SURVEY CONTROL
 RF0788
 RF0788  NAD 83(1992)-  46 57 12.70122(N)    069 44 21.69695(W) AD(       ) 3
 RF0788  NAD 83(1986)-  46 57 12.70764(N)    069 44 21.69562(W) AD(       ) 3
 RF0788  NAD 27      -  46 57 12.62200(N)    069 44 23.51400(W) AD(       ) 3
 RF0788
 RF0788.Superseded values are not recommended for survey control.
 RF0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0788.See file dsdata.txt to determine how the superseded data were derived.
 RF0788
 RF0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN4374100265(NAD 83)
 RF0788_MARKER: Z = SEE DESCRIPTION
 RF0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0788_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RF0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0788+STABILITY: SURFACE MOTION
 RF0788
 RF0788  HISTORY     - Date     Condition        Report By
 RF0788  HISTORY     - 1845     MONUMENTED       IBC
 RF0788  HISTORY     - 1950     POOR             IBC
 RF0788  HISTORY     - 1951     POOR             IBC
 RF0788  HISTORY     - 1961     SEE DESCRIPTION  IBC
 RF0788  HISTORY     - 1977     GOOD             IBC
 RF0788
 RF0788                          STATION DESCRIPTION
 RF0788
 RF0788'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RF0788'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 RF0788'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 RF0788'CONCRETE BASE.  THE NUMBER OF THE
 RF0788'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 RF0788'INSCRIBED IN THE CONCRETE BASE.
 RF0788
 RF0788                          STATION RECOVERY (1950)
 RF0788
 RF0788'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1950
 RF0788'REMOVED OR DESTROYED DURING ROAD CONSTRUCTION.  TO BE REPLACED IN
 RF0788'1951.
 RF0788
 RF0788                          STATION RECOVERY (1951)
 RF0788
 RF0788'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1951
 RF0788'LEANING EASTERLY, STRAIGHTENED.
 RF0788
 RF0788                          STATION RECOVERY (1961)
 RF0788
 RF0788'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1961
 RF0788'NEW BASE POURED.
 RF0788
 RF0788                          STATION RECOVERY (1977)
 RF0788
 RF0788'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 RF0788'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0809 ***********************************************************************
 RF0809  DESIGNATION -  MON 243 A IBC
 RF0809  PID         -  RF0809
 RF0809  STATE/COUNTY-  ME/AROOSTOOK
 RF0809  USGS QUAD   -  ST PAMPHILE (1986)
 RF0809
 RF0809                         *CURRENT SURVEY CONTROL
 RF0809  ___________________________________________________________________
 RF0809* NAD 83(1996)-  46 56 04.34160(N)    069 45 30.34042(W)     ADJUSTED  
 RF0809* NAVD 88     -       354.     (meters)    1161.     (feet)  SCALED    
 RF0809  ___________________________________________________________________
 RF0809  LAPLACE CORR-           3.36  (seconds)                    DEFLEC99
 RF0809  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 RF0809
 RF0809  HORZ ORDER  -  THIRD
 RF0809
 RF0809.The horizontal coordinates were established by classical geodetic methods
 RF0809.and adjusted by the National Geodetic Survey in March 1998..
 RF0809
 RF0809.The orthometric height was scaled from a topographic map.
 RF0809
 RF0809.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0809
 RF0809.The geoid height was determined by GEOID03.
 RF0809
 RF0809;                    North         East     Units Scale Factor Converg.
 RF0809;SPC ME E     -   363,916.186   204,182.268   MT  1.00001281   -0 55 10.0
 RF0809;UTM  19      - 5,198,168.898   442,269.808   MT  0.99964096   -0 33 14.8
 RF0809
 RF0809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0809!SPC ME E     -   0.99994868  x   1.00001281  =   0.99996149
 RF0809!UTM  19      -   0.99994868  x   0.99964096  =   0.99958966
 RF0809
 RF0809:                Primary Azimuth Mark                     Grid Az
 RF0809:SPC ME E     -  MON 243 IBC                              035 26 13.5
 RF0809:UTM  19      -  MON 243 IBC                              035 04 18.3
 RF0809
 RF0809|---------------------------------------------------------------------|
 RF0809| PID    Reference Object                     Distance      Geod. Az  |
 RF0809|                                                           dddmmss.s |
 RF0809| RF0808 MON 243 IBC                         APPROX. 0.9 KM 0343103.5 |
 RF0809|---------------------------------------------------------------------|
 RF0809
 RF0809                          SUPERSEDED SURVEY CONTROL
 RF0809
 RF0809  NAD 83(1992)-  46 56 04.35017(N)    069 45 30.35225(W) AD(       ) 3
 RF0809  NAD 83(1986)-  46 56 04.35690(N)    069 45 30.35145(W) AD(       ) 3
 RF0809  NAD 27      -  46 56 04.27000(N)    069 45 32.16600(W) AD(       ) 3
 RF0809
 RF0809.Superseded values are not recommended for survey control.
 RF0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0809.See file dsdata.txt to determine how the superseded data were derived.
 RF0809
 RF0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM4227098169(NAD 83)
 RF0809_MARKER: Z = SEE DESCRIPTION
 RF0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0809_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RF0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0809+STABILITY: SURFACE MOTION
 RF0809
 RF0809  HISTORY     - Date     Condition        Report By
 RF0809  HISTORY     - 1913     MONUMENTED       IBC
 RF0809  HISTORY     - 1941     POOR             IBC
 RF0809  HISTORY     - 1961     SEE DESCRIPTION  IBC
 RF0809  HISTORY     - 1977     GOOD             IBC
 RF0809
 RF0809                          STATION DESCRIPTION
 RF0809
 RF0809'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1913 (JBB)
 RF0809'THE STATION MARK IS A SMALL CONCRETE OR GRANITE MONUMENT CONSISTING
 RF0809'OF AN 8 - 18 INCH TALL OBELISK PROJECTING ABOVE A SQUARE CONCRETE
 RF0809'BLOCK.  ---CANADA,--- ---U.S.--- ---TREATY 1842---AND THE NUMBER OF
 RF0809'THE MONUMENT AND THE YEAR IT WAS MONUMENTED ARE INSCRIBED ON THE
 RF0809'SIDES OF THE CONCRETE BLOCK.
 RF0809
 RF0809                          STATION RECOVERY (1941)
 RF0809
 RF0809'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941
 RF0809'FOUND WITH TOP OF CORNER OF BASE BROKEN OFF, REPAIRED WITH CEMENT
 RF0809'MORTAR.
 RF0809
 RF0809                          STATION RECOVERY (1961)
 RF0809
 RF0809'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1961
 RF0809'NEW CONCRETE POST MADE AND INSTALLED.
 RF0809
 RF0809                          STATION RECOVERY (1977)
 RF0809
 RF0809'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 RF0809'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0808 ***********************************************************************
 RF0808  DESIGNATION -  MON 243 IBC
 RF0808  PID         -  RF0808
 RF0808  STATE/COUNTY-  ME/AROOSTOOK
 RF0808  USGS QUAD   -  ST PAMPHILE (1986)
 RF0808
 RF0808                         *CURRENT SURVEY CONTROL
 RF0808  ___________________________________________________________________
 RF0808* NAD 83(1996)-  46 56 29.60485(N)    069 45 04.97144(W)     ADJUSTED  
 RF0808* NAVD 88     -       340.     (meters)    1115.     (feet)  SCALED    
 RF0808  ___________________________________________________________________
 RF0808  LAPLACE CORR-           3.26  (seconds)                    DEFLEC99
 RF0808  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 RF0808
 RF0808  HORZ ORDER  -  THIRD
 RF0808
 RF0808.The horizontal coordinates were established by classical geodetic methods
 RF0808.and adjusted by the National Geodetic Survey in March 1998..
 RF0808
 RF0808.The orthometric height was scaled from a topographic map.
 RF0808
 RF0808.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0808
 RF0808.The geoid height was determined by GEOID03.
 RF0808
 RF0808;                    North         East     Units Scale Factor Converg.
 RF0808;SPC ME E     -   364,687.649   204,731.271   MT  1.00001152   -0 54 51.8
 RF0808;UTM  19      - 5,198,943.558   442,813.679   MT  0.99964019   -0 32 56.5
 RF0808
 RF0808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0808!SPC ME E     -   0.99995088  x   1.00001152  =   0.99996240
 RF0808!UTM  19      -   0.99995088  x   0.99964019  =   0.99959109
 RF0808
 RF0808|---------------------------------------------------------------------|
 RF0808| PID    Reference Object                     Distance      Geod. Az  |
 RF0808|                                                           dddmmss.s |
 RF0808| RF0807 MON 242 A IBC                       126.535 METERS 03431     |
 RF0808| RF0809 MON 243 A IBC                       APPROX. 0.9 KM 2143122.0 |
 RF0808|---------------------------------------------------------------------|
 RF0808
 RF0808                          SUPERSEDED SURVEY CONTROL
 RF0808
 RF0808  NAD 83(1992)-  46 56 29.61328(N)    069 45 04.98372(W) AD(       ) 3
 RF0808  NAD 83(1986)-  46 56 29.61991(N)    069 45 04.98272(W) AD(       ) 3
 RF0808  NAD 27      -  46 56 29.53300(N)    069 45 06.79800(W) AD(       ) 3
 RF0808
 RF0808.Superseded values are not recommended for survey control.
 RF0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0808.See file dsdata.txt to determine how the superseded data were derived.
 RF0808
 RF0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM4281498944(NAD 83)
 RF0808_MARKER: Z = SEE DESCRIPTION
 RF0808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0808_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RF0808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0808+STABILITY: SURFACE MOTION
 RF0808
 RF0808  HISTORY     - Date     Condition        Report By
 RF0808  HISTORY     - 1845     MONUMENTED       IBC
 RF0808  HISTORY     - 1929     POOR             IBC
 RF0808  HISTORY     - 1968     POOR             IBC
 RF0808  HISTORY     - 1977     SEE DESCRIPTION  IBC
 RF0808
 RF0808                          STATION DESCRIPTION
 RF0808
 RF0808'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RF0808'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 RF0808'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 RF0808'CONCRETE BASE.  THE NUMBER OF THE
 RF0808'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 RF0808'INSCRIBED IN THE CONCRETE BASE.
 RF0808
 RF0808                          STATION RECOVERY (1929)
 RF0808
 RF0808'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1929
 RF0808'CONCRETE BASE BADLY DISINTEGRATED.  NEW BASE CONSTRUCTED.
 RF0808
 RF0808                          STATION RECOVERY (1968)
 RF0808
 RF0808'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1968
 RF0808'FOUND WITH THE SHAFT BROKEN INTO EIGHT PIECES BY A SNOW PLOUGH.  THE
 RF0808'TOP OF THE SHAFT WAS ASSEMBLED AND WELDED TOGETHER.  THE REPAIRED
 RF0808'SHAFT WAS FILLED WITH CONCRETE, THEN WELDED TO THE BASE WITH A
 RF0808'PORTABLE WELDER.
 RF0808
 RF0808                          STATION RECOVERY (1977)
 RF0808
 RF0808'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 RF0808'MONUMENT REBUILT AND PAINTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0810 ***********************************************************************
 RF0810  DESIGNATION -  MON 244 IBC
 RF0810  PID         -  RF0810
 RF0810  STATE/COUNTY-  ME/AROOSTOOK
 RF0810  USGS QUAD   -  ST PAMPHILE (1986)
 RF0810
 RF0810                         *CURRENT SURVEY CONTROL
 RF0810  ___________________________________________________________________
 RF0810* NAD 83(1996)-  46 55 46.51859(N)    069 45 48.23303(W)     ADJUSTED  
 RF0810* NAVD 88     -       350.     (meters)    1148.     (feet)  SCALED    
 RF0810  ___________________________________________________________________
 RF0810  LAPLACE CORR-           3.41  (seconds)                    DEFLEC99
 RF0810  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 RF0810
 RF0810  HORZ ORDER  -  THIRD
 RF0810
 RF0810.The horizontal coordinates were established by classical geodetic methods
 RF0810.and adjusted by the National Geodetic Survey in March 1998..
 RF0810
 RF0810.The orthometric height was scaled from a topographic map.
 RF0810
 RF0810.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0810
 RF0810.The geoid height was determined by GEOID03.
 RF0810
 RF0810;                    North         East     Units Scale Factor Converg.
 RF0810;SPC ME E     -   363,371.953   203,794.973   MT  1.00001372   -0 55 22.8
 RF0810;UTM  19      - 5,197,622.410   441,886.134   MT  0.99964151   -0 33 27.7
 RF0810
 RF0810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0810!SPC ME E     -   0.99994931  x   1.00001372  =   0.99996303
 RF0810!UTM  19      -   0.99994931  x   0.99964151  =   0.99959084
 RF0810
 RF0810:                Primary Azimuth Mark                     Grid Az
 RF0810:SPC ME E     -  MON 243 A IBC                            035 26 13.0
 RF0810:UTM  19      -  MON 243 A IBC                            035 04 17.9
 RF0810
 RF0810|---------------------------------------------------------------------|
 RF0810| PID    Reference Object                     Distance      Geod. Az  |
 RF0810|                                                           dddmmss.s |
 RF0810| RF0809 MON 243 A IBC                       APPROX. 0.7 KM 0343050.2 |
 RF0810|---------------------------------------------------------------------|
 RF0810
 RF0810                          SUPERSEDED SURVEY CONTROL
 RF0810
 RF0810  NAD 83(1992)-  46 55 46.52726(N)    069 45 48.24455(W) AD(       ) 3
 RF0810  NAD 83(1986)-  46 55 46.53408(N)    069 45 48.24387(W) AD(       ) 3
 RF0810  NAD 27      -  46 55 46.44700(N)    069 45 50.05700(W) AD(       ) 3
 RF0810
 RF0810.Superseded values are not recommended for survey control.
 RF0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0810.See file dsdata.txt to determine how the superseded data were derived.
 RF0810
 RF0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM4188697622(NAD 83)
 RF0810_MARKER: Z = SEE DESCRIPTION
 RF0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0810_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RF0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0810+STABILITY: SURFACE MOTION
 RF0810
 RF0810  HISTORY     - Date     Condition        Report By
 RF0810  HISTORY     - 1845     MONUMENTED       IBC
 RF0810  HISTORY     - 1929     POOR             IBC
 RF0810  HISTORY     - 1951     POOR             IBC
 RF0810  HISTORY     - 1977     GOOD             IBC
 RF0810
 RF0810                          STATION DESCRIPTION
 RF0810
 RF0810'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RF0810'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 RF0810'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 RF0810'CONCRETE BASE.  THE NUMBER OF THE
 RF0810'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 RF0810'INSCRIBED IN THE CONCRETE BASE.
 RF0810
 RF0810                          STATION RECOVERY (1929)
 RF0810
 RF0810'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1929
 RF0810'SLIGHTLY TILTED BY ACTION OF FROST.  EXCAVATION MADE AROUND THE BASE,
 RF0810'MONUMENT STRAIGHTENED UP AND SECURED BY FIRMLY TAMPING THE EARTH
 RF0810'BACK INTO PLACE.
 RF0810
 RF0810                          STATION RECOVERY (1951)
 RF0810
 RF0810'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1951
 RF0810'LEANING SOUTHEASTERLY, STRAIGHTENED.
 RF0810
 RF0810                          STATION RECOVERY (1977)
 RF0810
 RF0810'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 RF0810'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0811 ***********************************************************************
 RF0811  DESIGNATION -  MON 245 IBC
 RF0811  PID         -  RF0811
 RF0811  STATE/COUNTY-  ME/AROOSTOOK
 RF0811  USGS QUAD   -  ST PAMPHILE (1986)
 RF0811
 RF0811                         *CURRENT SURVEY CONTROL
 RF0811  ___________________________________________________________________
 RF0811* NAD 83(1996)-  46 55 19.44612(N)    069 46 15.40335(W)     ADJUSTED  
 RF0811* NAVD 88     -       363.     (meters)    1191.     (feet)  SCALED    
 RF0811  ___________________________________________________________________
 RF0811  LAPLACE CORR-           3.42  (seconds)                    DEFLEC99
 RF0811  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 RF0811
 RF0811  HORZ ORDER  -  THIRD
 RF0811
 RF0811.The horizontal coordinates were established by classical geodetic methods
 RF0811.and adjusted by the National Geodetic Survey in March 1998..
 RF0811
 RF0811.The orthometric height was scaled from a topographic map.
 RF0811
 RF0811.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0811
 RF0811.The geoid height was determined by GEOID03.
 RF0811
 RF0811;                    North         East     Units Scale Factor Converg.
 RF0811;SPC ME E     -   362,545.329   203,206.721   MT  1.00001512   -0 55 42.2
 RF0811;UTM  19      - 5,196,792.361   441,303.381   MT  0.99964234   -0 33 47.3
 RF0811
 RF0811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0811!SPC ME E     -   0.99994728  x   1.00001512  =   0.99996240
 RF0811!UTM  19      -   0.99994728  x   0.99964234  =   0.99958964
 RF0811
 RF0811:                Primary Azimuth Mark                     Grid Az
 RF0811:SPC ME E     -  MON 244 IBC                              035 26 12.4
 RF0811:UTM  19      -  MON 244 IBC                              035 04 17.5
 RF0811
 RF0811|---------------------------------------------------------------------|
 RF0811| PID    Reference Object                     Distance      Geod. Az  |
 RF0811|                                                           dddmmss.s |
 RF0811| RF0810 MON 244 IBC                         APPROX. 1.0 KM 0343030.2 |
 RF0811|---------------------------------------------------------------------|
 RF0811
 RF0811                          SUPERSEDED SURVEY CONTROL
 RF0811
 RF0811  NAD 83(1992)-  46 55 19.45496(N)    069 46 15.41441(W) AD(       ) 3
 RF0811  NAD 83(1986)-  46 55 19.46188(N)    069 46 15.41394(W) AD(       ) 3
 RF0811  NAD 27      -  46 55 19.37400(N)    069 46 17.22600(W) AD(       ) 3
 RF0811
 RF0811.Superseded values are not recommended for survey control.
 RF0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0811.See file dsdata.txt to determine how the superseded data were derived.
 RF0811
 RF0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM4130396792(NAD 83)
 RF0811_MARKER: Z = SEE DESCRIPTION
 RF0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0811_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RF0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0811+STABILITY: SURFACE MOTION
 RF0811
 RF0811  HISTORY     - Date     Condition        Report By
 RF0811  HISTORY     - 1845     MONUMENTED       IBC
 RF0811  HISTORY     - 1977     SEE DESCRIPTION  IBC
 RF0811
 RF0811                          STATION DESCRIPTION
 RF0811
 RF0811'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RF0811'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 RF0811'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 RF0811'CONCRETE BASE.  THE NUMBER OF THE
 RF0811'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 RF0811'INSCRIBED IN THE CONCRETE BASE.
 RF0811
 RF0811                          STATION RECOVERY (1977)
 RF0811
 RF0811'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 RF0811'MONUMENT REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0812 ***********************************************************************
 RF0812  DESIGNATION -  MON 246 IBC
 RF0812  PID         -  RF0812
 RF0812  STATE/COUNTY-  ME/AROOSTOOK
 RF0812  USGS QUAD   -  ST PAMPHILE (1986)
 RF0812
 RF0812                         *CURRENT SURVEY CONTROL
 RF0812  ___________________________________________________________________
 RF0812* NAD 83(1996)-  46 55 03.45531(N)    069 46 31.44856(W)     ADJUSTED  
 RF0812* NAVD 88     -       335.     (meters)    1099.     (feet)  SCALED    
 RF0812  ___________________________________________________________________
 RF0812  LAPLACE CORR-           3.37  (seconds)                    DEFLEC99
 RF0812  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 RF0812
 RF0812  HORZ ORDER  -  THIRD
 RF0812
 RF0812.The horizontal coordinates were established by classical geodetic methods
 RF0812.and adjusted by the National Geodetic Survey in March 1998..
 RF0812
 RF0812.The orthometric height was scaled from a topographic map.
 RF0812
 RF0812.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0812
 RF0812.The geoid height was determined by GEOID03.
 RF0812
 RF0812;                    North         East     Units Scale Factor Converg.
 RF0812;SPC ME E     -   362,057.094   202,859.257   MT  1.00001594   -0 55 53.7
 RF0812;UTM  19      - 5,196,302.104   440,959.165   MT  0.99964284   -0 33 58.9
 RF0812
 RF0812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0812!SPC ME E     -   0.99995167  x   1.00001594  =   0.99996760
 RF0812!UTM  19      -   0.99995167  x   0.99964284  =   0.99959452
 RF0812
 RF0812:                Primary Azimuth Mark                     Grid Az
 RF0812:SPC ME E     -  MON 245 IBC                              035 26 18.4
 RF0812:UTM  19      -  MON 245 IBC                              035 04 23.6
 RF0812
 RF0812|---------------------------------------------------------------------|
 RF0812| PID    Reference Object                     Distance      Geod. Az  |
 RF0812|                                                           dddmmss.s |
 RF0812| RF0811 MON 245 IBC                         APPROX. 0.6 KM 0343024.7 |
 RF0812|---------------------------------------------------------------------|
 RF0812
 RF0812                          SUPERSEDED SURVEY CONTROL
 RF0812
 RF0812  NAD 83(1992)-  46 55 03.46423(N)    069 46 31.45934(W) AD(       ) 3
 RF0812  NAD 83(1986)-  46 55 03.47124(N)    069 46 31.45897(W) AD(       ) 3
 RF0812  NAD 27      -  46 55 03.38300(N)    069 46 33.27000(W) AD(       ) 3
 RF0812
 RF0812.Superseded values are not recommended for survey control.
 RF0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0812.See file dsdata.txt to determine how the superseded data were derived.
 RF0812
 RF0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM4095996302(NAD 83)
 RF0812_MARKER: Z = SEE DESCRIPTION
 RF0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0812_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RF0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0812+STABILITY: SURFACE MOTION
 RF0812
 RF0812  HISTORY     - Date     Condition        Report By
 RF0812  HISTORY     - 1845     MONUMENTED       IBC
 RF0812  HISTORY     - 1977     GOOD             IBC
 RF0812
 RF0812                          STATION DESCRIPTION
 RF0812
 RF0812'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RF0812'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 RF0812'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 RF0812'CONCRETE BASE.  THE NUMBER OF THE
 RF0812'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 RF0812'INSCRIBED IN THE CONCRETE BASE.
 RF0812
 RF0812                          STATION RECOVERY (1977)
 RF0812
 RF0812'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 RF0812'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0814 ***********************************************************************
 RF0814  DESIGNATION -  MON 247 A IBC
 RF0814  PID         -  RF0814
 RF0814  STATE/COUNTY-  ME/AROOSTOOK
 RF0814  USGS QUAD   -  ST PAMPHILE (1986)
 RF0814
 RF0814                         *CURRENT SURVEY CONTROL
 RF0814  ___________________________________________________________________
 RF0814* NAD 83(1996)-  46 54 10.54121(N)    069 47 24.51967(W)     ADJUSTED  
 RF0814* NAVD 88     -       321.     (meters)    1053.     (feet)  SCALED    
 RF0814  ___________________________________________________________________
 RF0814  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 RF0814  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 RF0814
 RF0814  HORZ ORDER  -  THIRD
 RF0814
 RF0814.The horizontal coordinates were established by classical geodetic methods
 RF0814.and adjusted by the National Geodetic Survey in March 1998..
 RF0814
 RF0814.The orthometric height was scaled from a topographic map.
 RF0814
 RF0814.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0814
 RF0814.The geoid height was determined by GEOID03.
 RF0814
 RF0814;                    North         East     Units Scale Factor Converg.
 RF0814;SPC ME E     -   360,441.645   201,709.579   MT  1.00001870   -0 56 31.7
 RF0814;UTM  19      - 5,194,679.966   439,820.233   MT  0.99964451   -0 34 37.1
 RF0814
 RF0814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0814!SPC ME E     -   0.99995386  x   1.00001870  =   0.99997256
 RF0814!UTM  19      -   0.99995386  x   0.99964451  =   0.99959839
 RF0814
 RF0814|---------------------------------------------------------------------|
 RF0814| PID    Reference Object                     Distance      Geod. Az  |
 RF0814|                                                           dddmmss.s |
 RF0814| RF0813 MON 247 IBC                         369.426 METERS 03430     |
 RF0814| RF0815 MON 248 IBC                         399.668 METERS 21430     |
 RF0814|---------------------------------------------------------------------|
 RF0814
 RF0814                          SUPERSEDED SURVEY CONTROL
 RF0814
 RF0814  NAD 83(1992)-  46 54 10.55035(N)    069 47 24.52921(W) AD(       ) 3
 RF0814  NAD 83(1986)-  46 54 10.55759(N)    069 47 24.52930(W) AD(       ) 3
 RF0814  NAD 27      -  46 54 10.46800(N)    069 47 26.33800(W) AD(       ) 3
 RF0814
 RF0814.Superseded values are not recommended for survey control.
 RF0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0814.See file dsdata.txt to determine how the superseded data were derived.
 RF0814
 RF0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM3982094680(NAD 83)
 RF0814_MARKER: Z = SEE DESCRIPTION
 RF0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0814_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RF0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0814+STABILITY: SURFACE MOTION
 RF0814
 RF0814  HISTORY     - Date     Condition        Report By
 RF0814  HISTORY     - 1913     MONUMENTED       IBC
 RF0814  HISTORY     - 1951     POOR             IBC
 RF0814  HISTORY     - 1968     GOOD             IBC
 RF0814
 RF0814                          STATION DESCRIPTION
 RF0814
 RF0814'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1913 (JBB)
 RF0814'THE STATION MARK IS A SMALL CONCRETE OR GRANITE MONUMENT CONSISTING
 RF0814'OF AN 8 - 18 INCH TALL OBELISK PROJECTING ABOVE A SQUARE CONCRETE
 RF0814'BLOCK.  ---CANADA,--- ---U.S.--- ---TREATY 1842---AND THE NUMBER OF
 RF0814'THE MONUMENT AND THE YEAR IT WAS MONUMENTED ARE INSCRIBED ON THE
 RF0814'SIDES OF THE CONCRETE BLOCK.
 RF0814
 RF0814                          STATION RECOVERY (1951)
 RF0814
 RF0814'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1951
 RF0814'TOP OF CONCRETE POST BROKEN OFF, BASE CUT DOWN, NEW POST CONSTRUCTED
 RF0814'AND BASE RENEWED.
 RF0814
 RF0814                          STATION RECOVERY (1968)
 RF0814
 RF0814'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1968
 RF0814'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0813 ***********************************************************************
 RF0813  DESIGNATION -  MON 247 IBC
 RF0813  PID         -  RF0813
 RF0813  STATE/COUNTY-  ME/AROOSTOOK
 RF0813  USGS QUAD   -  ST PAMPHILE (1986)
 RF0813
 RF0813                         *CURRENT SURVEY CONTROL
 RF0813  ___________________________________________________________________
 RF0813* NAD 83(1996)-  46 54 20.40069(N)    069 47 14.63364(W)     ADJUSTED  
 RF0813* NAVD 88     -       320.     (meters)    1050.     (feet)  SCALED    
 RF0813  ___________________________________________________________________
 RF0813  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 RF0813  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 RF0813
 RF0813  HORZ ORDER  -  THIRD
 RF0813
 RF0813.The horizontal coordinates were established by classical geodetic methods
 RF0813.and adjusted by the National Geodetic Survey in March 1998..
 RF0813
 RF0813.The orthometric height was scaled from a topographic map.
 RF0813
 RF0813.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0813
 RF0813.The geoid height was determined by GEOID03.
 RF0813
 RF0813;                    North         East     Units Scale Factor Converg.
 RF0813;SPC ME E     -   360,742.636   201,923.787   MT  1.00001819   -0 56 24.6
 RF0813;UTM  19      - 5,194,982.203   440,032.439   MT  0.99964420   -0 34 30.0
 RF0813
 RF0813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0813!SPC ME E     -   0.99995402  x   1.00001819  =   0.99997221
 RF0813!UTM  19      -   0.99995402  x   0.99964420  =   0.99959823
 RF0813
 RF0813:                Primary Azimuth Mark                     Grid Az
 RF0813:SPC ME E     -  MON 246 IBC                              035 26 18.5
 RF0813:UTM  19      -  MON 246 IBC                              035 04 23.9
 RF0813
 RF0813|---------------------------------------------------------------------|
 RF0813| PID    Reference Object                     Distance      Geod. Az  |
 RF0813|                                                           dddmmss.s |
 RF0813| RF0812 MON 246 IBC                         APPROX. 1.6 KM 0342953.9 |
 RF0813| RF0814 MON 247 A IBC                       369.426 METERS 21430     |
 RF0813|---------------------------------------------------------------------|
 RF0813
 RF0813                          SUPERSEDED SURVEY CONTROL
 RF0813
 RF0813  NAD 83(1992)-  46 54 20.40981(N)    069 47 14.64341(W) AD(       ) 3
 RF0813  NAD 83(1986)-  46 54 20.41696(N)    069 47 14.64346(W) AD(       ) 3
 RF0813  NAD 27      -  46 54 20.32800(N)    069 47 16.45300(W) AD(       ) 3
 RF0813
 RF0813.Superseded values are not recommended for survey control.
 RF0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0813.See file dsdata.txt to determine how the superseded data were derived.
 RF0813
 RF0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM4003294982(NAD 83)
 RF0813_MARKER: Z = SEE DESCRIPTION
 RF0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0813_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RF0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0813+STABILITY: SURFACE MOTION
 RF0813
 RF0813  HISTORY     - Date     Condition        Report By
 RF0813  HISTORY     - 1845     MONUMENTED       IBC
 RF0813  HISTORY     - 1951     POOR             IBC
 RF0813  HISTORY     - 1977     GOOD             IBC
 RF0813
 RF0813                          STATION DESCRIPTION
 RF0813
 RF0813'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RF0813'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 RF0813'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 RF0813'CONCRETE BASE.  THE NUMBER OF THE
 RF0813'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 RF0813'INSCRIBED IN THE CONCRETE BASE.
 RF0813
 RF0813                          STATION RECOVERY (1951)
 RF0813
 RF0813'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1951
 RF0813'LEANING SOUTHWESTERLY, STRAIGHTENED.
 RF0813
 RF0813                          STATION RECOVERY (1977)
 RF0813
 RF0813'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 RF0813'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0815 ***********************************************************************
 RF0815  DESIGNATION -  MON 248 IBC
 RF0815  PID         -  RF0815
 RF0815  STATE/COUNTY-  ME/AROOSTOOK
 RF0815  USGS QUAD   -  ST PAMPHILE (1986)
 RF0815
 RF0815                         *CURRENT SURVEY CONTROL
 RF0815  ___________________________________________________________________
 RF0815* NAD 83(1996)-  46 53 59.87434(N)    069 47 35.21387(W)     ADJUSTED  
 RF0815* NAVD 88     -       293.     (meters)     961.     (feet)  SCALED    
 RF0815  ___________________________________________________________________
 RF0815  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 RF0815  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 RF0815
 RF0815  HORZ ORDER  -  THIRD
 RF0815
 RF0815.The horizontal coordinates were established by classical geodetic methods
 RF0815.and adjusted by the National Geodetic Survey in March 1998..
 RF0815
 RF0815.The orthometric height was scaled from a topographic map.
 RF0815
 RF0815.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0815
 RF0815.The geoid height was determined by GEOID03.
 RF0815
 RF0815;                    North         East     Units Scale Factor Converg.
 RF0815;SPC ME E     -   360,116.013   201,477.835   MT  1.00001927   -0 56 39.3
 RF0815;UTM  19      - 5,194,352.987   439,590.655   MT  0.99964485   -0 34 44.8
 RF0815
 RF0815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0815!SPC ME E     -   0.99995825  x   1.00001927  =   0.99997752
 RF0815!UTM  19      -   0.99995825  x   0.99964485  =   0.99960312
 RF0815
 RF0815|---------------------------------------------------------------------|
 RF0815| PID    Reference Object                     Distance      Geod. Az  |
 RF0815|                                                           dddmmss.s |
 RF0815| RF0814 MON 247 A IBC                       399.668 METERS 03430     |
 RF0815| RF0816 MON 249 IBC                         351.621 METERS 21430     |
 RF0815|---------------------------------------------------------------------|
 RF0815
 RF0815                          SUPERSEDED SURVEY CONTROL
 RF0815
 RF0815  NAD 83(1992)-  46 53 59.88350(N)    069 47 35.22313(W) AD(       ) 3
 RF0815  NAD 83(1986)-  46 53 59.89083(N)    069 47 35.22328(W) AD(       ) 3
 RF0815  NAD 27      -  46 53 59.80200(N)    069 47 37.03200(W) AD(       ) 3
 RF0815
 RF0815.Superseded values are not recommended for survey control.
 RF0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0815.See file dsdata.txt to determine how the superseded data were derived.
 RF0815
 RF0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM3959194353(NAD 83)
 RF0815_MARKER: Z = SEE DESCRIPTION
 RF0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0815_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RF0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0815+STABILITY: SURFACE MOTION
 RF0815
 RF0815  HISTORY     - Date     Condition        Report By
 RF0815  HISTORY     - 1845     MONUMENTED       IBC
 RF0815  HISTORY     - 1977     GOOD             IBC
 RF0815
 RF0815                          STATION DESCRIPTION
 RF0815
 RF0815'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RF0815'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 RF0815'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 RF0815'CONCRETE BASE.  THE NUMBER OF THE
 RF0815'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 RF0815'INSCRIBED IN THE CONCRETE BASE.
 RF0815
 RF0815                          STATION RECOVERY (1977)
 RF0815
 RF0815'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 RF0815'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0816 ***********************************************************************
 RF0816  DESIGNATION -  MON 249 IBC
 RF0816  PID         -  RF0816
 RF0816  STATE/COUNTY-  ME/AROOSTOOK
 RF0816  USGS QUAD   -  ST PAMPHILE (1986)
 RF0816
 RF0816                         *CURRENT SURVEY CONTROL
 RF0816  ___________________________________________________________________
 RF0816* NAD 83(1996)-  46 53 50.48959(N)    069 47 44.62149(W)     ADJUSTED  
 RF0816* NAVD 88     -       281.     (meters)     922.     (feet)  SCALED    
 RF0816  ___________________________________________________________________
 RF0816  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 RF0816  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 RF0816
 RF0816  HORZ ORDER  -  THIRD
 RF0816
 RF0816.The horizontal coordinates were established by classical geodetic methods
 RF0816.and adjusted by the National Geodetic Survey in March 1998..
 RF0816
 RF0816.The orthometric height was scaled from a topographic map.
 RF0816
 RF0816.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0816
 RF0816.The geoid height was determined by GEOID03.
 RF0816
 RF0816;                    North         East     Units Scale Factor Converg.
 RF0816;SPC ME E     -   359,829.529   201,273.950   MT  1.00001976   -0 56 46.1
 RF0816;UTM  19      - 5,194,065.316   439,388.676   MT  0.99964515   -0 34 51.6
 RF0816
 RF0816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0816!SPC ME E     -   0.99996013  x   1.00001976  =   0.99997989
 RF0816!UTM  19      -   0.99996013  x   0.99964515  =   0.99960530
 RF0816
 RF0816|---------------------------------------------------------------------|
 RF0816| PID    Reference Object                     Distance      Geod. Az  |
 RF0816|                                                           dddmmss.s |
 RF0816| RF0815 MON 248 IBC                         351.621 METERS 03430     |
 RF0816| RF0817 MON 250 IBC                         491.195 METERS 2142933.2 |
 RF0816|---------------------------------------------------------------------|
 RF0816
 RF0816                          SUPERSEDED SURVEY CONTROL
 RF0816
 RF0816  NAD 83(1992)-  46 53 50.49875(N)    069 47 44.63051(W) AD(       ) 3
 RF0816  NAD 83(1986)-  46 53 50.50616(N)    069 47 44.63070(W) AD(       ) 3
 RF0816  NAD 27      -  46 53 50.41000(N)    069 47 46.44600(W) AD(       ) 3
 RF0816
 RF0816.Superseded values are not recommended for survey control.
 RF0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0816.See file dsdata.txt to determine how the superseded data were derived.
 RF0816
 RF0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM3938994065(NAD 83)
 RF0816_MARKER: Z = SEE DESCRIPTION
 RF0816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0816_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RF0816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0816+STABILITY: SURFACE MOTION
 RF0816
 RF0816  HISTORY     - Date     Condition        Report By
 RF0816  HISTORY     - 1845     MONUMENTED       IBC
 RF0816  HISTORY     - 1977     SEE DESCRIPTION  IBC
 RF0816
 RF0816                          STATION DESCRIPTION
 RF0816
 RF0816'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RF0816'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 RF0816'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 RF0816'CONCRETE BASE.  THE NUMBER OF THE
 RF0816'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 RF0816'INSCRIBED IN THE CONCRETE BASE.
 RF0816
 RF0816                          STATION RECOVERY (1977)
 RF0816
 RF0816'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 RF0816'MONUMENT REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0818 ***********************************************************************
 RF0818  DESIGNATION -  MON 250 A IBC
 RF0818  PID         -  RF0818
 RF0818  STATE/COUNTY-  ME/AROOSTOOK
 RF0818  USGS QUAD   -  ST PAMPHILE (1986)
 RF0818
 RF0818                         *CURRENT SURVEY CONTROL
 RF0818  ___________________________________________________________________
 RF0818* NAD 83(1996)-  46 53 22.65412(N)    069 48 12.51825(W)     ADJUSTED  
 RF0818* NAVD 88     -       356.     (meters)    1168.     (feet)  SCALED    
 RF0818  ___________________________________________________________________
 RF0818  LAPLACE CORR-           2.40  (seconds)                    DEFLEC99
 RF0818  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 RF0818
 RF0818  HORZ ORDER  -  THIRD
 RF0818
 RF0818.The horizontal coordinates were established by classical geodetic methods
 RF0818.and adjusted by the National Geodetic Survey in March 1998..
 RF0818
 RF0818.The orthometric height was scaled from a topographic map.
 RF0818
 RF0818.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0818
 RF0818.The geoid height was determined by GEOID03.
 RF0818
 RF0818;                    North         East     Units Scale Factor Converg.
 RF0818;SPC ME E     -   358,979.843   200,669.248   MT  1.00002123   -0 57 06.0
 RF0818;UTM  19      - 5,193,212.115   438,789.625   MT  0.99964605   -0 35 11.7
 RF0818
 RF0818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0818!SPC ME E     -   0.99994838  x   1.00002123  =   0.99996961
 RF0818!UTM  19      -   0.99994838  x   0.99964605  =   0.99959444
 RF0818
 RF0818:                Primary Azimuth Mark                     Grid Az
 RF0818:SPC ME E     -  MON 250 IBC                              035 26 18.8
 RF0818:UTM  19      -  MON 250 IBC                              035 04 24.5
 RF0818
 RF0818|---------------------------------------------------------------------|
 RF0818| PID    Reference Object                     Distance      Geod. Az  |
 RF0818|                                                           dddmmss.s |
 RF0818| RF0817 MON 250 IBC                         APPROX. 0.6 KM 0342912.8 |
 RF0818| RF0819 MON 251 IBC                          81.242 METERS 21429     |
 RF0818|---------------------------------------------------------------------|
 RF0818
 RF0818                          SUPERSEDED SURVEY CONTROL
 RF0818
 RF0818  NAD 83(1992)-  46 53 22.66333(N)    069 48 12.52646(W) AD(       ) 3
 RF0818  NAD 83(1986)-  46 53 22.67095(N)    069 48 12.52683(W) AD(       ) 3
 RF0818  NAD 27      -  46 53 22.58100(N)    069 48 14.33300(W) AD(       ) 3
 RF0818
 RF0818.Superseded values are not recommended for survey control.
 RF0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0818.See file dsdata.txt to determine how the superseded data were derived.
 RF0818
 RF0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM3879093212(NAD 83)
 RF0818_MARKER: Z = SEE DESCRIPTION
 RF0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0818_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RF0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0818+STABILITY: SURFACE MOTION
 RF0818
 RF0818  HISTORY     - Date     Condition        Report By
 RF0818  HISTORY     - 1913     MONUMENTED       IBC
 RF0818  HISTORY     - 1941     POOR             IBC
 RF0818  HISTORY     - 1951     POOR             IBC
 RF0818  HISTORY     - 1977     GOOD             IBC
 RF0818
 RF0818                          STATION DESCRIPTION
 RF0818
 RF0818'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1913 (JBB)
 RF0818'THE STATION MARK IS A SMALL CONCRETE OR GRANITE MONUMENT CONSISTING
 RF0818'OF AN 8 - 18 INCH TALL OBELISK PROJECTING ABOVE A SQUARE CONCRETE
 RF0818'BLOCK.  ---CANADA,--- ---U.S.--- ---TREATY 1842---AND THE NUMBER OF
 RF0818'THE MONUMENT AND THE YEAR IT WAS MONUMENTED ARE INSCRIBED ON THE
 RF0818'SIDES OF THE CONCRETE BLOCK.
 RF0818
 RF0818                          STATION RECOVERY (1941)
 RF0818
 RF0818'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941
 RF0818'FOUND WITH TOP OF CORNER OF BASE BROKEN OFF, REPAIRED WITH CEMENT
 RF0818'MORTAR.
 RF0818
 RF0818                          STATION RECOVERY (1951)
 RF0818
 RF0818'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1951
 RF0818'CONCRETE POST BROKEN OFF BY BULLDOZER, BASE CUT DOWN, NEW POST
 RF0818'CONSTRUCTED AND BASE RENEWED.
 RF0818
 RF0818                          STATION RECOVERY (1977)
 RF0818
 RF0818'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 RF0818'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0817 ***********************************************************************
 RF0817  DESIGNATION -  MON 250 IBC
 RF0817  PID         -  RF0817
 RF0817  STATE/COUNTY-  ME/AROOSTOOK
 RF0817  USGS QUAD   -  ST PAMPHILE (1986)
 RF0817
 RF0817                         *CURRENT SURVEY CONTROL
 RF0817  ___________________________________________________________________
 RF0817* NAD 83(1996)-  46 53 37.37929(N)    069 47 57.76190(W)     ADJUSTED  
 RF0817* NAVD 88     -       313.     (meters)    1027.     (feet)  SCALED    
 RF0817  ___________________________________________________________________
 RF0817  LAPLACE CORR-           2.52  (seconds)                    DEFLEC99
 RF0817  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 RF0817
 RF0817  HORZ ORDER  -  THIRD
 RF0817
 RF0817.The horizontal coordinates were established by classical geodetic methods
 RF0817.and adjusted by the National Geodetic Survey in March 1998..
 RF0817
 RF0817.The orthometric height was scaled from a topographic map.
 RF0817
 RF0817.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0817
 RF0817.The geoid height was determined by GEOID03.
 RF0817
 RF0817;                    North         East     Units Scale Factor Converg.
 RF0817;SPC ME E     -   359,429.326   200,989.135   MT  1.00002045   -0 56 55.5
 RF0817;UTM  19      - 5,193,663.458   439,106.522   MT  0.99964557   -0 35 01.1
 RF0817
 RF0817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0817!SPC ME E     -   0.99995512  x   1.00002045  =   0.99997557
 RF0817!UTM  19      -   0.99995512  x   0.99964557  =   0.99960070
 RF0817
 RF0817:                Primary Azimuth Mark                     Grid Az
 RF0817:SPC ME E     -  MON 249 IBC                              035 26 19.1
 RF0817:UTM  19      -  MON 249 IBC                              035 04 24.7
 RF0817
 RF0817|---------------------------------------------------------------------|
 RF0817| PID    Reference Object                     Distance      Geod. Az  |
 RF0817|                                                           dddmmss.s |
 RF0817| RF0816 MON 249 IBC                         491.195 METERS 0342923.6 |
 RF0817|---------------------------------------------------------------------|
 RF0817
 RF0817                          SUPERSEDED SURVEY CONTROL
 RF0817
 RF0817  NAD 83(1992)-  46 53 37.38847(N)    069 47 57.77054(W) AD(       ) 3
 RF0817  NAD 83(1986)-  46 53 37.39598(N)    069 47 57.77081(W) AD(       ) 3
 RF0817  NAD 27      -  46 53 37.30600(N)    069 47 59.57800(W) AD(       ) 3
 RF0817
 RF0817.Superseded values are not recommended for survey control.
 RF0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0817.See file dsdata.txt to determine how the superseded data were derived.
 RF0817
 RF0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM3910793663(NAD 83)
 RF0817_MARKER: Z = SEE DESCRIPTION
 RF0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0817_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RF0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0817+STABILITY: SURFACE MOTION
 RF0817
 RF0817  HISTORY     - Date     Condition        Report By
 RF0817  HISTORY     - 1845     MONUMENTED       IBC
 RF0817  HISTORY     - 1941     POOR             IBC
 RF0817  HISTORY     - 1961     SEE DESCRIPTION  IBC
 RF0817  HISTORY     - 1977     GOOD             IBC
 RF0817
 RF0817                          STATION DESCRIPTION
 RF0817
 RF0817'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RF0817'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 RF0817'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 RF0817'CONCRETE BASE.  THE NUMBER OF THE
 RF0817'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 RF0817'INSCRIBED IN THE CONCRETE BASE.
 RF0817
 RF0817                          STATION RECOVERY (1941)
 RF0817
 RF0817'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941
 RF0817'FOUND WITH CRACKS IN CONCRETE BASE, REPAIRED WITH CEMENT MORTAR.
 RF0817
 RF0817                          STATION RECOVERY (1961)
 RF0817
 RF0817'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1961
 RF0817'NEW BASE POURED.
 RF0817
 RF0817                          STATION RECOVERY (1977)
 RF0817
 RF0817'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 RF0817'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0820 ***********************************************************************
 RF0820  DESIGNATION -  MON 251 A IBC
 RF0820  PID         -  RF0820
 RF0820  STATE/COUNTY-  ME/AROOSTOOK
 RF0820  USGS QUAD   -  ST PAMPHILE (1986)
 RF0820
 RF0820                         *CURRENT SURVEY CONTROL
 RF0820  ___________________________________________________________________
 RF0820* NAD 83(1996)-  46 53 19.46348(N)    069 48 15.71527(W)     ADJUSTED  
 RF0820* NAVD 88     -       357.     (meters)    1171.     (feet)  SCALED    
 RF0820  ___________________________________________________________________
 RF0820  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 RF0820  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 RF0820
 RF0820  HORZ ORDER  -  THIRD
 RF0820
 RF0820.The horizontal coordinates were established by classical geodetic methods
 RF0820.and adjusted by the National Geodetic Survey in March 1998..
 RF0820
 RF0820.The orthometric height was scaled from a topographic map.
 RF0820
 RF0820.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0820
 RF0820.The geoid height was determined by GEOID03.
 RF0820
 RF0820;                    North         East     Units Scale Factor Converg.
 RF0820;SPC ME E     -   358,882.452   200,599.937   MT  1.00002140   -0 57 08.3
 RF0820;UTM  19      - 5,193,114.321   438,720.962   MT  0.99964615   -0 35 14.0
 RF0820
 RF0820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0820!SPC ME E     -   0.99994822  x   1.00002140  =   0.99996962
 RF0820!UTM  19      -   0.99994822  x   0.99964615  =   0.99959439
 RF0820
 RF0820|---------------------------------------------------------------------|
 RF0820| PID    Reference Object                     Distance      Geod. Az  |
 RF0820|                                                           dddmmss.s |
 RF0820| RF0819 MON 251 IBC                          38.293 METERS 03429     |
 RF0820| RF0821 MON 252 IBC                         APPROX. 0.9 KM 2142911.9 |
 RF0820|---------------------------------------------------------------------|
 RF0820
 RF0820                          SUPERSEDED SURVEY CONTROL
 RF0820
 RF0820  NAD 83(1992)-  46 53 19.47268(N)    069 48 15.72337(W) AD(       ) 3
 RF0820  NAD 83(1986)-  46 53 19.48047(N)    069 48 15.72363(W) AD(       ) 3
 RF0820  NAD 27      -  46 53 19.39100(N)    069 48 17.52900(W) AD(       ) 3
 RF0820
 RF0820.Superseded values are not recommended for survey control.
 RF0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0820.See file dsdata.txt to determine how the superseded data were derived.
 RF0820
 RF0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM3872193114(NAD 83)
 RF0820_MARKER: Z = SEE DESCRIPTION
 RF0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0820_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RF0820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0820+STABILITY: SURFACE MOTION
 RF0820
 RF0820  HISTORY     - Date     Condition        Report By
 RF0820  HISTORY     - 1913     MONUMENTED       IBC
 RF0820  HISTORY     - 1941     POOR             IBC
 RF0820  HISTORY     - 1951     POOR             IBC
 RF0820  HISTORY     - 1977     GOOD             IBC
 RF0820
 RF0820                          STATION DESCRIPTION
 RF0820
 RF0820'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1913 (JBB)
 RF0820'THE STATION MARK IS A SMALL CONCRETE OR GRANITE MONUMENT CONSISTING
 RF0820'OF AN 8 - 18 INCH TALL OBELISK PROJECTING ABOVE A SQUARE CONCRETE
 RF0820'BLOCK.  ---CANADA,--- ---U.S.--- ---TREATY 1842---AND THE NUMBER OF
 RF0820'THE MONUMENT AND THE YEAR IT WAS MONUMENTED ARE INSCRIBED ON THE
 RF0820'SIDES OF THE CONCRETE BLOCK.
 RF0820
 RF0820                          STATION RECOVERY (1941)
 RF0820
 RF0820'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941
 RF0820'FOUND WITH CORNER OF CONCRETE BASE BROKEN OFF, REPAIRED WITH NEW
 RF0820'CONCRETE.
 RF0820
 RF0820                          STATION RECOVERY (1951)
 RF0820
 RF0820'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1951
 RF0820'CONCRETE POST AND BASE DETERIORATED, NEW POST AND BASE CONSTRUCTED
 RF0820'ON SAME SITE.
 RF0820
 RF0820                          STATION RECOVERY (1977)
 RF0820
 RF0820'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 RF0820'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0819 ***********************************************************************
 RF0819  DESIGNATION -  MON 251 IBC
 RF0819  PID         -  RF0819
 RF0819  STATE/COUNTY-  ME/AROOSTOOK
 RF0819  USGS QUAD   -  ST PAMPHILE (1986)
 RF0819
 RF0819                         *CURRENT SURVEY CONTROL
 RF0819  ___________________________________________________________________
 RF0819* NAD 83(1996)-  46 53 20.48560(N)    069 48 14.69112(W)     ADJUSTED  
 RF0819* NAVD 88     -       357.     (meters)    1171.     (feet)  SCALED    
 RF0819  ___________________________________________________________________
 RF0819  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 RF0819  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 RF0819
 RF0819  HORZ ORDER  -  THIRD
 RF0819
 RF0819.The horizontal coordinates were established by classical geodetic methods
 RF0819.and adjusted by the National Geodetic Survey in March 1998..
 RF0819
 RF0819.The orthometric height was scaled from a topographic map.
 RF0819
 RF0819.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0819
 RF0819.The geoid height was determined by GEOID03.
 RF0819
 RF0819;                    North         East     Units Scale Factor Converg.
 RF0819;SPC ME E     -   358,913.651   200,622.141   MT  1.00002135   -0 57 07.6
 RF0819;UTM  19      - 5,193,145.649   438,742.958   MT  0.99964612   -0 35 13.3
 RF0819
 RF0819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0819!SPC ME E     -   0.99994822  x   1.00002135  =   0.99996957
 RF0819!UTM  19      -   0.99994822  x   0.99964612  =   0.99959436
 RF0819
 RF0819:                Primary Azimuth Mark                     Grid Az
 RF0819:SPC ME E     -  MON 245 IBC                              035 26 18.0
 RF0819:UTM  19      -  MON 245 IBC                              035 04 23.7
 RF0819
 RF0819|---------------------------------------------------------------------|
 RF0819| PID    Reference Object                     Distance      Geod. Az  |
 RF0819|                                                           dddmmss.s |
 RF0819| RF0811 MON 245 IBC                         APPROX. 4.5 KM 0342910.4 |
 RF0819| RF0818 MON 250 A IBC                        81.242 METERS 03429     |
 RF0819| RF0820 MON 251 A IBC                        38.293 METERS 21429     |
 RF0819|---------------------------------------------------------------------|
 RF0819
 RF0819                          SUPERSEDED SURVEY CONTROL
 RF0819
 RF0819  NAD 83(1992)-  46 53 20.49481(N)    069 48 14.69927(W) AD(       ) 3
 RF0819  NAD 83(1986)-  46 53 20.50251(N)    069 48 14.69960(W) AD(       ) 3
 RF0819  NAD 27      -  46 53 20.41300(N)    069 48 16.50500(W) AD(       ) 3
 RF0819
 RF0819.Superseded values are not recommended for survey control.
 RF0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0819.See file dsdata.txt to determine how the superseded data were derived.
 RF0819
 RF0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM3874393146(NAD 83)
 RF0819_MARKER: Z = SEE DESCRIPTION
 RF0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0819_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RF0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0819+STABILITY: SURFACE MOTION
 RF0819
 RF0819  HISTORY     - Date     Condition        Report By
 RF0819  HISTORY     - 1845     MONUMENTED       IBC
 RF0819  HISTORY     - 1941     POOR             IBC
 RF0819  HISTORY     - 1977     GOOD             IBC
 RF0819
 RF0819                          STATION DESCRIPTION
 RF0819
 RF0819'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RF0819'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 RF0819'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 RF0819'CONCRETE BASE.  THE NUMBER OF THE
 RF0819'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 RF0819'INSCRIBED IN THE CONCRETE BASE.
 RF0819
 RF0819                          STATION RECOVERY (1941)
 RF0819
 RF0819'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941
 RF0819'FOUND WITH CRACKS IN CONCRETE BASE.  REPAIRED WITH CEMENT MORTAR.
 RF0819
 RF0819                          STATION RECOVERY (1977)
 RF0819
 RF0819'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 RF0819'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0821 ***********************************************************************
 RF0821  DESIGNATION -  MON 252 IBC
 RF0821  PID         -  RF0821
 RF0821  STATE/COUNTY-  ME/AROOSTOOK
 RF0821  USGS QUAD   -  ST PAMPHILE (1986)
 RF0821
 RF0821                         *CURRENT SURVEY CONTROL
 RF0821  ___________________________________________________________________
 RF0821* NAD 83(1996)-  46 52 54.29038(N)    069 48 40.93457(W)     ADJUSTED  
 RF0821* NAVD 88     -       358.     (meters)    1175.     (feet)  SCALED    
 RF0821  ___________________________________________________________________
 RF0821  LAPLACE CORR-           2.40  (seconds)                    DEFLEC99
 RF0821  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 RF0821
 RF0821  HORZ ORDER  -  THIRD
 RF0821
 RF0821.The horizontal coordinates were established by classical geodetic methods
 RF0821.and adjusted by the National Geodetic Survey in March 1998..
 RF0821
 RF0821.The orthometric height was scaled from a topographic map.
 RF0821
 RF0821.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0821
 RF0821.The geoid height was determined by GEOID03.
 RF0821
 RF0821;                    North         East     Units Scale Factor Converg.
 RF0821;SPC ME E     -   358,114.091   200,053.106   MT  1.00002274   -0 57 26.3
 RF0821;UTM  19      - 5,192,342.781   438,179.241   MT  0.99964697   -0 35 32.2
 RF0821
 RF0821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0821!SPC ME E     -   0.99994806  x   1.00002274  =   0.99997080
 RF0821!UTM  19      -   0.99994806  x   0.99964697  =   0.99959505
 RF0821
 RF0821:                Primary Azimuth Mark                     Grid Az
 RF0821:SPC ME E     -  MON 251 A IBC                            035 26 19.8
 RF0821:UTM  19      -  MON 251 A IBC                            035 04 25.7
 RF0821
 RF0821|---------------------------------------------------------------------|
 RF0821| PID    Reference Object                     Distance      Geod. Az  |
 RF0821|                                                           dddmmss.s |
 RF0821| RF0820 MON 251 A IBC                       APPROX. 0.9 KM 0342853.5 |
 RF0821|---------------------------------------------------------------------|
 RF0821
 RF0821                          SUPERSEDED SURVEY CONTROL
 RF0821
 RF0821  NAD 83(1992)-  46 52 54.29923(N)    069 48 40.94119(W) AD(       ) 3
 RF0821  NAD 83(1986)-  46 52 54.30718(N)    069 48 40.94180(W) AD(       ) 3
 RF0821  NAD 27      -  46 52 54.21700(N)    069 48 42.74600(W) AD(       ) 3
 RF0821
 RF0821.Superseded values are not recommended for survey control.
 RF0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0821.See file dsdata.txt to determine how the superseded data were derived.
 RF0821
 RF0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM3817992343(NAD 83)
 RF0821_MARKER: Z = SEE DESCRIPTION
 RF0821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0821_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RF0821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0821+STABILITY: SURFACE MOTION
 RF0821
 RF0821  HISTORY     - Date     Condition        Report By
 RF0821  HISTORY     - 1845     MONUMENTED       IBC
 RF0821  HISTORY     - 1977     GOOD             IBC
 RF0821
 RF0821                          STATION DESCRIPTION
 RF0821
 RF0821'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RF0821'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 RF0821'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 RF0821'CONCRETE BASE.  THE NUMBER OF THE
 RF0821'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 RF0821'INSCRIBED IN THE CONCRETE BASE.
 RF0821
 RF0821                          STATION RECOVERY (1977)
 RF0821
 RF0821'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 RF0821'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0825 ***********************************************************************
 RF0825  DESIGNATION -  MON 253 IBC
 RF0825  PID         -  RF0825
 RF0825  STATE/COUNTY-  ME/AROOSTOOK
 RF0825  USGS QUAD   -  DEPOT LAKE (1986)
 RF0825
 RF0825                         *CURRENT SURVEY CONTROL
 RF0825  ___________________________________________________________________
 RF0825* NAD 83(1996)-  46 52 11.16277(N)    069 49 24.12271(W)     ADJUSTED  
 RF0825* NAVD 88     -       338.     (meters)    1109.     (feet)  SCALED    
 RF0825  ___________________________________________________________________
 RF0825  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 RF0825  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 RF0825
 RF0825  HORZ ORDER  -  THIRD
 RF0825
 RF0825.The horizontal coordinates were established by classical geodetic methods
 RF0825.and adjusted by the National Geodetic Survey in March 1998..
 RF0825
 RF0825.The orthometric height was scaled from a topographic map.
 RF0825
 RF0825.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0825
 RF0825.The geoid height was determined by GEOID03.
 RF0825
 RF0825;                    North         East     Units Scale Factor Converg.
 RF0825;SPC ME E     -   356,797.809   199,116.328   MT  1.00002505   -0 57 57.2
 RF0825;UTM  19      - 5,191,021.056   437,251.216   MT  0.99964839   -0 36 03.3
 RF0825
 RF0825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0825!SPC ME E     -   0.99995120  x   1.00002505  =   0.99997625
 RF0825!UTM  19      -   0.99995120  x   0.99964839  =   0.99959960
 RF0825
 RF0825:                Primary Azimuth Mark                     Grid Az
 RF0825:SPC ME E     -  MON 252 IBC                              035 26 19.7
 RF0825:UTM  19      -  MON 252 IBC                              035 04 25.8
 RF0825
 RF0825|---------------------------------------------------------------------|
 RF0825| PID    Reference Object                     Distance      Geod. Az  |
 RF0825|                                                           dddmmss.s |
 RF0825| RF0821 MON 252 IBC                         APPROX. 1.6 KM 0342822.5 |
 RF0825|---------------------------------------------------------------------|
 RF0825
 RF0825                          SUPERSEDED SURVEY CONTROL
 RF0825
 RF0825  NAD 83(1992)-  46 52 11.17099(N)    069 49 24.12654(W) AD(       ) 3
 RF0825  NAD 83(1986)-  46 52 11.17921(N)    069 49 24.12782(W) AD(       ) 3
 RF0825  NAD 27      -  46 52 11.08800(N)    069 49 25.92900(W) AD(       ) 3
 RF0825
 RF0825.Superseded values are not recommended for survey control.
 RF0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0825.See file dsdata.txt to determine how the superseded data were derived.
 RF0825
 RF0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM3725191021(NAD 83)
 RF0825_MARKER: Z = SEE DESCRIPTION
 RF0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0825_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RF0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0825+STABILITY: SURFACE MOTION
 RF0825
 RF0825  HISTORY     - Date     Condition        Report By
 RF0825  HISTORY     - 1845     MONUMENTED       IBC
 RF0825  HISTORY     - 1977     GOOD             IBC
 RF0825
 RF0825                          STATION DESCRIPTION
 RF0825
 RF0825'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RF0825'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 RF0825'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 RF0825'CONCRETE BASE.  THE NUMBER OF THE
 RF0825'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 RF0825'INSCRIBED IN THE CONCRETE BASE.
 RF0825
 RF0825                          STATION RECOVERY (1977)
 RF0825
 RF0825'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 RF0825'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0826 ***********************************************************************
 RF0826  DESIGNATION -  MON 254 IBC
 RF0826  PID         -  RF0826
 RF0826  STATE/COUNTY-  ME/AROOSTOOK
 RF0826  USGS QUAD   -  DEPOT LAKE (1986)
 RF0826
 RF0826                         *CURRENT SURVEY CONTROL
 RF0826  ___________________________________________________________________
 RF0826* NAD 83(1996)-  46 51 28.07097(N)    069 50 07.25139(W)     ADJUSTED  
 RF0826* NAVD 88     -       330.     (meters)    1083.     (feet)  SCALED    
 RF0826  ___________________________________________________________________
 RF0826  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 RF0826  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 RF0826
 RF0826  HORZ ORDER  -  THIRD
 RF0826
 RF0826.The horizontal coordinates were established by classical geodetic methods
 RF0826.and adjusted by the National Geodetic Survey in March 1998..
 RF0826
 RF0826.The orthometric height was scaled from a topographic map.
 RF0826
 RF0826.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0826
 RF0826.The geoid height was determined by GEOID03.
 RF0826
 RF0826;                    North         East     Units Scale Factor Converg.
 RF0826;SPC ME E     -   355,482.755   198,180.426   MT  1.00002738   -0 58 28.0
 RF0826;UTM  19      - 5,189,700.566   436,324.059   MT  0.99964983   -0 36 34.3
 RF0826
 RF0826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0826!SPC ME E     -   0.99995245  x   1.00002738  =   0.99997983
 RF0826!UTM  19      -   0.99995245  x   0.99964983  =   0.99960230
 RF0826
 RF0826:                Primary Azimuth Mark                     Grid Az
 RF0826:SPC ME E     -  MON 253 IBC                              035 26 19.5
 RF0826:UTM  19      -  MON 253 IBC                              035 04 25.8
 RF0826
 RF0826|---------------------------------------------------------------------|
 RF0826| PID    Reference Object                     Distance      Geod. Az  |
 RF0826|                                                           dddmmss.s |
 RF0826| RF0825 MON 253 IBC                         APPROX. 1.6 KM 0342751.5 |
 RF0826|---------------------------------------------------------------------|
 RF0826
 RF0826                          SUPERSEDED SURVEY CONTROL
 RF0826
 RF0826  NAD 83(1992)-  46 51 28.07851(N)    069 50 07.25231(W) AD(       ) 3
 RF0826  NAD 83(1986)-  46 51 28.08699(N)    069 50 07.25429(W) AD(       ) 3
 RF0826  NAD 27      -  46 51 27.99500(N)    069 50 09.05300(W) AD(       ) 3
 RF0826
 RF0826.Superseded values are not recommended for survey control.
 RF0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0826.See file dsdata.txt to determine how the superseded data were derived.
 RF0826
 RF0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM3632489701(NAD 83)
 RF0826_MARKER: Z = SEE DESCRIPTION
 RF0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0826_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RF0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0826+STABILITY: SURFACE MOTION
 RF0826
 RF0826  HISTORY     - Date     Condition        Report By
 RF0826  HISTORY     - 1845     MONUMENTED       IBC
 RF0826  HISTORY     - 1941     POOR             IBC
 RF0826  HISTORY     - 1951     POOR             IBC
 RF0826  HISTORY     - 1977     SEE DESCRIPTION  IBC
 RF0826
 RF0826                          STATION DESCRIPTION
 RF0826
 RF0826'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RF0826'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 RF0826'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 RF0826'CONCRETE BASE.  THE NUMBER OF THE
 RF0826'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 RF0826'INSCRIBED IN THE CONCRETE BASE.
 RF0826
 RF0826                          STATION RECOVERY (1941)
 RF0826
 RF0826'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941
 RF0826'FOUND WITH CORNER BROKEN OFF TOP, REPAIRED WITH CEMENT MORTAR.
 RF0826
 RF0826                          STATION RECOVERY (1951)
 RF0826
 RF0826'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1951
 RF0826'CONCRETE POST BROKEN AND BASE TILTED BY BULLDOZER, BASE PUT BACK IN
 RF0826'PLACE AND CUT DOWN, NEW POST CONSTRUCTED AND BASE RENEWED.
 RF0826
 RF0826                          STATION RECOVERY (1977)
 RF0826
 RF0826'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 RF0826'MONUMENT REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0827 ***********************************************************************
 RF0827  DESIGNATION -  MON 255 IBC
 RF0827  PID         -  RF0827
 RF0827  STATE/COUNTY-  ME/AROOSTOOK
 RF0827  USGS QUAD   -  DEPOT LAKE (1986)
 RF0827
 RF0827                         *CURRENT SURVEY CONTROL
 RF0827  ___________________________________________________________________
 RF0827* NAD 83(1996)-  46 51 00.60291(N)    069 50 34.73060(W)     ADJUSTED  
 RF0827* NAVD 88     -       322.     (meters)    1056.     (feet)  SCALED    
 RF0827  ___________________________________________________________________
 RF0827  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 RF0827  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 RF0827
 RF0827  HORZ ORDER  -  THIRD
 RF0827
 RF0827.The horizontal coordinates were established by classical geodetic methods
 RF0827.and adjusted by the National Geodetic Survey in March 1998..
 RF0827
 RF0827.The orthometric height was scaled from a topographic map.
 RF0827
 RF0827.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0827
 RF0827.The geoid height was determined by GEOID03.
 RF0827
 RF0827;                    North         East     Units Scale Factor Converg.
 RF0827;SPC ME E     -   354,644.569   197,583.905   MT  1.00002888   -0 58 47.6
 RF0827;UTM  19      - 5,188,858.916   435,733.111   MT  0.99965076   -0 36 54.1
 RF0827
 RF0827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0827!SPC ME E     -   0.99995371  x   1.00002888  =   0.99998258
 RF0827!UTM  19      -   0.99995371  x   0.99965076  =   0.99960448
 RF0827
 RF0827:                Primary Azimuth Mark                     Grid Az
 RF0827:SPC ME E     -  MON 254 IBC                              035 26 19.2
 RF0827:UTM  19      -  MON 254 IBC                              035 04 25.7
 RF0827
 RF0827|---------------------------------------------------------------------|
 RF0827| PID    Reference Object                     Distance      Geod. Az  |
 RF0827|                                                           dddmmss.s |
 RF0827| RF0826 MON 254 IBC                         APPROX. 1.0 KM 0342731.6 |
 RF0827|---------------------------------------------------------------------|
 RF0827
 RF0827                          SUPERSEDED SURVEY CONTROL
 RF0827
 RF0827  NAD 83(1992)-  46 51 00.60997(N)    069 50 34.72966(W) AD(       ) 3
 RF0827  NAD 83(1986)-  46 51 00.61864(N)    069 50 34.73205(W) AD(       ) 3
 RF0827  NAD 27      -  46 51 00.52600(N)    069 50 36.52900(W) AD(       ) 3
 RF0827
 RF0827.Superseded values are not recommended for survey control.
 RF0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0827.See file dsdata.txt to determine how the superseded data were derived.
 RF0827
 RF0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM3573388859(NAD 83)
 RF0827_MARKER: Z = SEE DESCRIPTION
 RF0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0827_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RF0827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0827+STABILITY: SURFACE MOTION
 RF0827
 RF0827  HISTORY     - Date     Condition        Report By
 RF0827  HISTORY     - 1845     MONUMENTED       IBC
 RF0827  HISTORY     - 1977     GOOD             IBC
 RF0827
 RF0827                          STATION DESCRIPTION
 RF0827
 RF0827'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RF0827'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 RF0827'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 RF0827'CONCRETE BASE.  THE NUMBER OF THE
 RF0827'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 RF0827'INSCRIBED IN THE CONCRETE BASE.
 RF0827
 RF0827                          STATION RECOVERY (1977)
 RF0827
 RF0827'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 RF0827'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0829 ***********************************************************************
 RF0829  DESIGNATION -  MON 256 A IBC
 RF0829  PID         -  RF0829
 RF0829  STATE/COUNTY-  ME/AROOSTOOK
 RF0829  USGS QUAD   -  DEPOT LAKE (1986)
 RF0829
 RF0829                         *CURRENT SURVEY CONTROL
 RF0829  ___________________________________________________________________
 RF0829* NAD 83(1996)-  46 50 22.86160(N)    069 51 12.47157(W)     ADJUSTED  
 RF0829* NAVD 88     -       367.     (meters)    1204.     (feet)  SCALED    
 RF0829  ___________________________________________________________________
 RF0829  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 RF0829  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 RF0829
 RF0829  HORZ ORDER  -  THIRD
 RF0829
 RF0829.The horizontal coordinates were established by classical geodetic methods
 RF0829.and adjusted by the National Geodetic Survey in March 1998..
 RF0829
 RF0829.The orthometric height was scaled from a topographic map.
 RF0829
 RF0829.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0829
 RF0829.The geoid height was determined by GEOID03.
 RF0829
 RF0829;                    North         East     Units Scale Factor Converg.
 RF0829;SPC ME E     -   353,492.983   196,764.346   MT  1.00003095   -0 59 14.5
 RF0829;UTM  19      - 5,187,702.573   434,921.209   MT  0.99965205   -0 37 21.3
 RF0829
 RF0829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0829!SPC ME E     -   0.99994665  x   1.00003095  =   0.99997760
 RF0829!UTM  19      -   0.99994665  x   0.99965205  =   0.99959872
 RF0829
 RF0829:                Primary Azimuth Mark                     Grid Az
 RF0829:SPC ME E     -  MON 256 IBC                              035 26 18.8
 RF0829:UTM  19      -  MON 256 IBC                              035 04 25.6
 RF0829
 RF0829|---------------------------------------------------------------------|
 RF0829| PID    Reference Object                     Distance      Geod. Az  |
 RF0829|                                                           dddmmss.s |
 RF0829| RF0828 MON 256 IBC                         APPROX. 0.8 KM 0342704.3 |
 RF0829|---------------------------------------------------------------------|
 RF0829
 RF0829                          SUPERSEDED SURVEY CONTROL
 RF0829
 RF0829  NAD 83(1992)-  46 50 22.86799(N)    069 51 12.46803(W) AD(       ) 3
 RF0829  NAD 83(1986)-  46 50 22.87698(N)    069 51 12.47096(W) AD(       ) 3
 RF0829  NAD 27      -  46 50 22.78300(N)    069 51 14.26600(W) AD(       ) 3
 RF0829
 RF0829.Superseded values are not recommended for survey control.
 RF0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0829.See file dsdata.txt to determine how the superseded data were derived.
 RF0829
 RF0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM3492187703(NAD 83)
 RF0829_MARKER: Z = SEE DESCRIPTION
 RF0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0829_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RF0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0829+STABILITY: SURFACE MOTION
 RF0829
 RF0829  HISTORY     - Date     Condition        Report By
 RF0829  HISTORY     - 1913     MONUMENTED       IBC
 RF0829  HISTORY     - 1951     POOR             IBC
 RF0829  HISTORY     - 1977     GOOD             IBC
 RF0829
 RF0829                          STATION DESCRIPTION
 RF0829
 RF0829'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1913 (JBB)
 RF0829'THE STATION MARK IS A SMALL CONCRETE OR GRANITE MONUMENT CONSISTING
 RF0829'OF AN 8 - 18 INCH TALL OBELISK PROJECTING ABOVE A SQUARE CONCRETE
 RF0829'BLOCK.  ---CANADA,--- ---U.S.--- ---TREATY 1842---AND THE NUMBER OF
 RF0829'THE MONUMENT AND THE YEAR IT WAS MONUMENTED ARE INSCRIBED ON THE
 RF0829'SIDES OF THE CONCRETE BLOCK.
 RF0829
 RF0829                          STATION RECOVERY (1951)
 RF0829
 RF0829'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1951
 RF0829'CONCRETE POST BROKEN BY BULLDOZER, BASE CUT DOWN, NEW POST
 RF0829'CONSTRUCTED AND BASE RENEWED.
 RF0829
 RF0829                          STATION RECOVERY (1977)
 RF0829
 RF0829'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 RF0829'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0828 ***********************************************************************
 RF0828  DESIGNATION -  MON 256 IBC
 RF0828  PID         -  RF0828
 RF0828  STATE/COUNTY-  ME/AROOSTOOK
 RF0828  USGS QUAD   -  DEPOT LAKE (1986)
 RF0828
 RF0828                         *CURRENT SURVEY CONTROL
 RF0828  ___________________________________________________________________
 RF0828* NAD 83(1996)-  46 50 44.95161(N)    069 50 50.38397(W)     ADJUSTED  
 RF0828* NAVD 88     -       334.     (meters)    1096.     (feet)  SCALED    
 RF0828  ___________________________________________________________________
 RF0828  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 RF0828  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 RF0828
 RF0828  HORZ ORDER  -  THIRD
 RF0828
 RF0828.The horizontal coordinates were established by classical geodetic methods
 RF0828.and adjusted by the National Geodetic Survey in March 1998..
 RF0828
 RF0828.The orthometric height was scaled from a topographic map.
 RF0828
 RF0828.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0828
 RF0828.The geoid height was determined by GEOID03.
 RF0828
 RF0828;                    North         East     Units Scale Factor Converg.
 RF0828;SPC ME E     -   354,166.994   197,244.025   MT  1.00002974   -0 58 58.7
 RF0828;UTM  19      - 5,188,379.368   435,396.406   MT  0.99965130   -0 37 05.4
 RF0828
 RF0828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0828!SPC ME E     -   0.99995183  x   1.00002974  =   0.99998156
 RF0828!UTM  19      -   0.99995183  x   0.99965130  =   0.99960314
 RF0828
 RF0828:                Primary Azimuth Mark                     Grid Az
 RF0828:SPC ME E     -  MON 255 IBC                              035 26 19.1
 RF0828:UTM  19      -  MON 255 IBC                              035 04 25.8
 RF0828
 RF0828|---------------------------------------------------------------------|
 RF0828| PID    Reference Object                     Distance      Geod. Az  |
 RF0828|                                                           dddmmss.s |
 RF0828| RF0827 MON 255 IBC                         APPROX. 0.6 KM 0342720.4 |
 RF0828|---------------------------------------------------------------------|
 RF0828
 RF0828                          SUPERSEDED SURVEY CONTROL
 RF0828
 RF0828  NAD 83(1992)-  46 50 44.95837(N)    069 50 50.38197(W) AD(       ) 3
 RF0828  NAD 83(1986)-  46 50 44.96718(N)    069 50 50.38458(W) AD(       ) 3
 RF0828  NAD 27      -  46 50 44.87400(N)    069 50 52.18100(W) AD(       ) 3
 RF0828
 RF0828.Superseded values are not recommended for survey control.
 RF0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0828.See file dsdata.txt to determine how the superseded data were derived.
 RF0828
 RF0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM3539688379(NAD 83)
 RF0828_MARKER: Z = SEE DESCRIPTION
 RF0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0828_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RF0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0828+STABILITY: SURFACE MOTION
 RF0828
 RF0828  HISTORY     - Date     Condition        Report By
 RF0828  HISTORY     - 1845     MONUMENTED       IBC
 RF0828  HISTORY     - 1977     GOOD             IBC
 RF0828
 RF0828                          STATION DESCRIPTION
 RF0828
 RF0828'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RF0828'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 RF0828'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 RF0828'CONCRETE BASE.  THE NUMBER OF THE
 RF0828'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 RF0828'INSCRIBED IN THE CONCRETE BASE.
 RF0828
 RF0828                          STATION RECOVERY (1977)
 RF0828
 RF0828'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 RF0828'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0830 ***********************************************************************
 RF0830  DESIGNATION -  MON 257 IBC
 RF0830  PID         -  RF0830
 RF0830  STATE/COUNTY-  ME/AROOSTOOK
 RF0830  USGS QUAD   -  DEPOT LAKE (1986)
 RF0830
 RF0830                         *CURRENT SURVEY CONTROL
 RF0830  ___________________________________________________________________
 RF0830* NAD 83(1996)-  46 50 02.04869(N)    069 51 33.28634(W)     ADJUSTED  
 RF0830* NAVD 88     -       354.     (meters)    1161.     (feet)  SCALED    
 RF0830  ___________________________________________________________________
 RF0830  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 RF0830  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 RF0830
 RF0830  HORZ ORDER  -  THIRD
 RF0830
 RF0830.The horizontal coordinates were established by classical geodetic methods
 RF0830.and adjusted by the National Geodetic Survey in March 1998..
 RF0830
 RF0830.The orthometric height was scaled from a topographic map.
 RF0830
 RF0830.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0830
 RF0830.The geoid height was determined by GEOID03.
 RF0830
 RF0830;                    North         East     Units Scale Factor Converg.
 RF0830;SPC ME E     -   352,857.975   196,312.216   MT  1.00003210   -0 59 29.3
 RF0830;UTM  19      - 5,187,064.941   434,473.300   MT  0.99965277   -0 37 36.2
 RF0830
 RF0830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0830!SPC ME E     -   0.99994869  x   1.00003210  =   0.99998079
 RF0830!UTM  19      -   0.99994869  x   0.99965277  =   0.99960148
 RF0830
 RF0830:                Primary Azimuth Mark                     Grid Az
 RF0830:SPC ME E     -  MON 256 A IBC                            035 27 03.9
 RF0830:UTM  19      -  MON 256 A IBC                            035 05 10.8
 RF0830
 RF0830|---------------------------------------------------------------------|
 RF0830| PID    Reference Object                     Distance      Geod. Az  |
 RF0830|                                                           dddmmss.s |
 RF0830| RF0829 MON 256 A IBC                       APPROX. 0.8 KM 0342734.6 |
 RF0830|---------------------------------------------------------------------|
 RF0830
 RF0830                          SUPERSEDED SURVEY CONTROL
 RF0830
 RF0830  NAD 83(1992)-  46 50 02.05469(N)    069 51 33.28130(W) AD(       ) 3
 RF0830  NAD 83(1986)-  46 50 02.06385(N)    069 51 33.28454(W) AD(       ) 3
 RF0830  NAD 27      -  46 50 01.96900(N)    069 51 35.07800(W) AD(       ) 3
 RF0830
 RF0830.Superseded values are not recommended for survey control.
 RF0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0830.See file dsdata.txt to determine how the superseded data were derived.
 RF0830
 RF0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM3447387065(NAD 83)
 RF0830_MARKER: Z = SEE DESCRIPTION
 RF0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0830_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RF0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0830+STABILITY: SURFACE MOTION
 RF0830
 RF0830  HISTORY     - Date     Condition        Report By
 RF0830  HISTORY     - 1845     MONUMENTED       IBC
 RF0830  HISTORY     - 1977     GOOD             IBC
 RF0830
 RF0830                          STATION DESCRIPTION
 RF0830
 RF0830'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RF0830'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 RF0830'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 RF0830'CONCRETE BASE.  THE NUMBER OF THE
 RF0830'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 RF0830'INSCRIBED IN THE CONCRETE BASE.
 RF0830
 RF0830                          STATION RECOVERY (1977)
 RF0830
 RF0830'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 RF0830'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0831 ***********************************************************************
 RF0831  DESIGNATION -  MON 258 IBC
 RF0831  PID         -  RF0831
 RF0831  STATE/COUNTY-  ME/AROOSTOOK
 RF0831  USGS QUAD   -  DEPOT LAKE (1986)
 RF0831
 RF0831                         *CURRENT SURVEY CONTROL
 RF0831  ___________________________________________________________________
 RF0831* NAD 83(1996)-  46 49 45.11771(N)    069 51 50.21485(W)     ADJUSTED  
 RF0831* NAVD 88     -       331.     (meters)    1086.     (feet)  SCALED    
 RF0831  ___________________________________________________________________
 RF0831  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 RF0831  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 RF0831
 RF0831  HORZ ORDER  -  THIRD
 RF0831
 RF0831.The horizontal coordinates were established by classical geodetic methods
 RF0831.and adjusted by the National Geodetic Survey in March 1998..
 RF0831
 RF0831.The orthometric height was scaled from a topographic map.
 RF0831
 RF0831.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0831
 RF0831.The geoid height was determined by GEOID03.
 RF0831
 RF0831;                    North         East     Units Scale Factor Converg.
 RF0831;SPC ME E     -   352,341.429   195,944.430   MT  1.00003304   -0 59 41.4
 RF0831;UTM  19      - 5,186,546.261   434,108.948   MT  0.99965336   -0 37 48.4
 RF0831
 RF0831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0831!SPC ME E     -   0.99995229  x   1.00003304  =   0.99998533
 RF0831!UTM  19      -   0.99995229  x   0.99965336  =   0.99960567
 RF0831
 RF0831:                Primary Azimuth Mark                     Grid Az
 RF0831:SPC ME E     -  MON 257 IBC                              035 27 04.2
 RF0831:UTM  19      -  MON 257 IBC                              035 05 11.2
 RF0831
 RF0831|---------------------------------------------------------------------|
 RF0831| PID    Reference Object                     Distance      Geod. Az  |
 RF0831|                                                           dddmmss.s |
 RF0831| RF0830 MON 257 IBC                         APPROX. 0.6 KM 0342722.8 |
 RF0831|---------------------------------------------------------------------|
 RF0831
 RF0831                          SUPERSEDED SURVEY CONTROL
 RF0831
 RF0831  NAD 83(1992)-  46 49 45.12334(N)    069 51 50.20854(W) AD(       ) 3
 RF0831  NAD 83(1986)-  46 49 45.13266(N)    069 51 50.21202(W) AD(       ) 3
 RF0831  NAD 27      -  46 49 45.03800(N)    069 51 52.00500(W) AD(       ) 3
 RF0831
 RF0831.Superseded values are not recommended for survey control.
 RF0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0831.See file dsdata.txt to determine how the superseded data were derived.
 RF0831
 RF0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM3410986546(NAD 83)
 RF0831_MARKER: Z = SEE DESCRIPTION
 RF0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0831_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RF0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0831+STABILITY: SURFACE MOTION
 RF0831
 RF0831  HISTORY     - Date     Condition        Report By
 RF0831  HISTORY     - 1845     MONUMENTED       IBC
 RF0831  HISTORY     - 1977     GOOD             IBC
 RF0831
 RF0831                          STATION DESCRIPTION
 RF0831
 RF0831'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RF0831'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 RF0831'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 RF0831'CONCRETE BASE.  THE NUMBER OF THE
 RF0831'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 RF0831'INSCRIBED IN THE CONCRETE BASE.
 RF0831
 RF0831                          STATION RECOVERY (1977)
 RF0831
 RF0831'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 RF0831'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0832 ***********************************************************************
 RF0832  DESIGNATION -  MON 259 IBC
 RF0832  PID         -  RF0832
 RF0832  STATE/COUNTY-  ME/AROOSTOOK
 RF0832  USGS QUAD   -  DEPOT LAKE (1986)
 RF0832
 RF0832                         *CURRENT SURVEY CONTROL
 RF0832  ___________________________________________________________________
 RF0832* NAD 83(1996)-  46 49 17.23422(N)    069 52 18.08652(W)     ADJUSTED  
 RF0832* NAVD 88     -       363.     (meters)    1191.     (feet)  SCALED    
 RF0832  ___________________________________________________________________
 RF0832  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 RF0832  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 RF0832
 RF0832  HORZ ORDER  -  THIRD
 RF0832
 RF0832.The horizontal coordinates were established by classical geodetic methods
 RF0832.and adjusted by the National Geodetic Survey in March 1998..
 RF0832
 RF0832.The orthometric height was scaled from a topographic map.
 RF0832
 RF0832.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0832
 RF0832.The geoid height was determined by GEOID03.
 RF0832
 RF0832;                    North         East     Units Scale Factor Converg.
 RF0832;SPC ME E     -   351,490.778   195,338.756   MT  1.00003459   -1 00 01.3
 RF0832;UTM  19      - 5,185,692.097   433,508.929   MT  0.99965434   -0 38 08.5
 RF0832
 RF0832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0832!SPC ME E     -   0.99994728  x   1.00003459  =   0.99998187
 RF0832!UTM  19      -   0.99994728  x   0.99965434  =   0.99960164
 RF0832
 RF0832:                Primary Azimuth Mark                     Grid Az
 RF0832:SPC ME E     -  MON 258 IBC                              035 27 04.6
 RF0832:UTM  19      -  MON 258 IBC                              035 05 11.8
 RF0832
 RF0832|---------------------------------------------------------------------|
 RF0832| PID    Reference Object                     Distance      Geod. Az  |
 RF0832|                                                           dddmmss.s |
 RF0832| RF0831 MON 258 IBC                         APPROX. 1.0 KM 0342703.3 |
 RF0832|---------------------------------------------------------------------|
 RF0832
 RF0832                          SUPERSEDED SURVEY CONTROL
 RF0832
 RF0832  NAD 83(1992)-  46 49 17.23921(N)    069 52 18.07797(W) AD(       ) 3
 RF0832  NAD 83(1986)-  46 49 17.24874(N)    069 52 18.08193(W) AD(       ) 3
 RF0832  NAD 27      -  46 49 17.15300(N)    069 52 19.87300(W) AD(       ) 3
 RF0832
 RF0832.Superseded values are not recommended for survey control.
 RF0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0832.See file dsdata.txt to determine how the superseded data were derived.
 RF0832
 RF0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM3350985692(NAD 83)
 RF0832_MARKER: Z = SEE DESCRIPTION
 RF0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0832_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RF0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0832+STABILITY: SURFACE MOTION
 RF0832
 RF0832  HISTORY     - Date     Condition        Report By
 RF0832  HISTORY     - 1845     MONUMENTED       IBC
 RF0832  HISTORY     - 1951     POOR             IBC
 RF0832  HISTORY     - 1977     GOOD             IBC
 RF0832
 RF0832                          STATION DESCRIPTION
 RF0832
 RF0832'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RF0832'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 RF0832'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 RF0832'CONCRETE BASE.  THE NUMBER OF THE
 RF0832'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 RF0832'INSCRIBED IN THE CONCRETE BASE.
 RF0832
 RF0832                          STATION RECOVERY (1951)
 RF0832
 RF0832'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1951
 RF0832'CONCRETE POST BROKEN BY BULLDOZER, BASE CUT DOWN, NEW POST
 RF0832'CONSTRUCTED AND BASE RENEWED.
 RF0832
 RF0832                          STATION RECOVERY (1977)
 RF0832
 RF0832'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 RF0832'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0833 ***********************************************************************
 RF0833  DESIGNATION -  MON 260 IBC
 RF0833  PID         -  RF0833
 RF0833  STATE/COUNTY-  ME/AROOSTOOK
 RF0833  USGS QUAD   -  ST ADALBERT (1986)
 RF0833
 RF0833                         *CURRENT SURVEY CONTROL
 RF0833  ___________________________________________________________________
 RF0833* NAD 83(1996)-  46 48 40.42631(N)    069 52 54.86373(W)     ADJUSTED  
 RF0833* NAVD 88     -       355.     (meters)    1165.     (feet)  SCALED    
 RF0833  ___________________________________________________________________
 RF0833  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 RF0833  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 RF0833
 RF0833  HORZ ORDER  -  THIRD
 RF0833
 RF0833.The horizontal coordinates were established by classical geodetic methods
 RF0833.and adjusted by the National Geodetic Survey in March 1998..
 RF0833
 RF0833.The orthometric height was scaled from a topographic map.
 RF0833
 RF0833.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0833
 RF0833.The geoid height was determined by GEOID03.
 RF0833
 RF0833;                    North         East     Units Scale Factor Converg.
 RF0833;SPC ME E     -   350,367.953   194,539.293   MT  1.00003666   -1 00 27.5
 RF0833;UTM  19      - 5,184,564.636   432,716.930   MT  0.99965564   -0 38 34.9
 RF0833
 RF0833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0833!SPC ME E     -   0.99994853  x   1.00003666  =   0.99998519
 RF0833!UTM  19      -   0.99994853  x   0.99965564  =   0.99960419
 RF0833
 RF0833:                Primary Azimuth Mark                     Grid Az
 RF0833:SPC ME E     -  MON 259 IBC                              035 27 04.2
 RF0833:UTM  19      -  MON 259 IBC                              035 05 11.6
 RF0833
 RF0833|---------------------------------------------------------------------|
 RF0833| PID    Reference Object                     Distance      Geod. Az  |
 RF0833|                                                           dddmmss.s |
 RF0833| RF0832 MON 259 IBC                         APPROX. 1.4 KM 0342636.7 |
 RF0833| RF0834 MON 261 IBC                         APPROX. 0.5 KM 2142636.8 |
 RF0833|---------------------------------------------------------------------|
 RF0833
 RF0833                          SUPERSEDED SURVEY CONTROL
 RF0833
 RF0833  NAD 83(1992)-  46 48 40.43039(N)    069 52 54.85213(W) AD(       ) 3
 RF0833  NAD 83(1986)-  46 48 40.44020(N)    069 52 54.85676(W) AD(       ) 3
 RF0833  NAD 27      -  46 48 40.34400(N)    069 52 56.64600(W) AD(       ) 3
 RF0833
 RF0833.Superseded values are not recommended for survey control.
 RF0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0833.See file dsdata.txt to determine how the superseded data were derived.
 RF0833
 RF0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM3271784565(NAD 83)
 RF0833_MARKER: Z = SEE DESCRIPTION
 RF0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0833_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RF0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0833+STABILITY: SURFACE MOTION
 RF0833
 RF0833  HISTORY     - Date     Condition        Report By
 RF0833  HISTORY     - 1845     MONUMENTED       IBC
 RF0833  HISTORY     - 1977     GOOD             IBC
 RF0833
 RF0833                          STATION DESCRIPTION
 RF0833
 RF0833'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RF0833'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 RF0833'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 RF0833'CONCRETE BASE.  THE NUMBER OF THE
 RF0833'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 RF0833'INSCRIBED IN THE CONCRETE BASE.
 RF0833
 RF0833                          STATION RECOVERY (1977)
 RF0833
 RF0833'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 RF0833'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0834 ***********************************************************************
 RF0834  DESIGNATION -  MON 261 IBC
 RF0834  PID         -  RF0834
 RF0834  STATE/COUNTY-  ME/AROOSTOOK
 RF0834  USGS QUAD   -  ST ADALBERT (1986)
 RF0834
 RF0834                         *CURRENT SURVEY CONTROL
 RF0834  ___________________________________________________________________
 RF0834* NAD 83(1996)-  46 48 26.43662(N)    069 53 08.83723(W)     ADJUSTED  
 RF0834* NAVD 88     -       347.     (meters)    1138.     (feet)  SCALED    
 RF0834  ___________________________________________________________________
 RF0834  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 RF0834  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 RF0834
 RF0834  HORZ ORDER  -  THIRD
 RF0834
 RF0834.The horizontal coordinates were established by classical geodetic methods
 RF0834.and adjusted by the National Geodetic Survey in March 1998..
 RF0834
 RF0834.The orthometric height was scaled from a topographic map.
 RF0834
 RF0834.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0834
 RF0834.The geoid height was determined by GEOID03.
 RF0834
 RF0834;                    North         East     Units Scale Factor Converg.
 RF0834;SPC ME E     -   349,941.223   194,235.458   MT  1.00003745   -1 00 37.5
 RF0834;UTM  19      - 5,184,136.144   432,415.931   MT  0.99965614   -0 38 44.9
 RF0834
 RF0834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0834!SPC ME E     -   0.99994979  x   1.00003745  =   0.99998723
 RF0834!UTM  19      -   0.99994979  x   0.99965614  =   0.99960594
 RF0834
 RF0834:                Primary Azimuth Mark                     Grid Az
 RF0834:SPC ME E     -  MON 260 IBC                              035 27 04.1
 RF0834:UTM  19      -  MON 260 IBC                              035 05 11.5
 RF0834
 RF0834|---------------------------------------------------------------------|
 RF0834| PID    Reference Object                     Distance      Geod. Az  |
 RF0834|                                                           dddmmss.s |
 RF0834| RF0833 MON 260 IBC                         APPROX. 0.5 KM 0342626.6 |
 RF0834| RF0835 MON 262 IBC                          41.412 METERS 21426     |
 RF0834|---------------------------------------------------------------------|
 RF0834
 RF0834                          SUPERSEDED SURVEY CONTROL
 RF0834
 RF0834  NAD 83(1992)-  46 48 26.44037(N)    069 53 08.82444(W) AD(       ) 3
 RF0834  NAD 83(1986)-  46 48 26.45034(N)    069 53 08.82928(W) AD(       ) 3
 RF0834  NAD 27      -  46 48 26.35400(N)    069 53 10.61800(W) AD(       ) 3
 RF0834
 RF0834.Superseded values are not recommended for survey control.
 RF0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0834.See file dsdata.txt to determine how the superseded data were derived.
 RF0834
 RF0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM3241684136(NAD 83)
 RF0834_MARKER: Z = SEE DESCRIPTION
 RF0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0834_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RF0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0834+STABILITY: SURFACE MOTION
 RF0834
 RF0834  HISTORY     - Date     Condition        Report By
 RF0834  HISTORY     - 1845     MONUMENTED       IBC
 RF0834  HISTORY     - 1941     POOR             IBC
 RF0834  HISTORY     - 1977     GOOD             IBC
 RF0834
 RF0834                          STATION DESCRIPTION
 RF0834
 RF0834'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RF0834'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 RF0834'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 RF0834'CONCRETE BASE.  THE NUMBER OF THE
 RF0834'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 RF0834'INSCRIBED IN THE CONCRETE BASE.
 RF0834
 RF0834                          STATION RECOVERY (1941)
 RF0834
 RF0834'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941
 RF0834'FOUND WITH CORNER BROKEN OFF TOP, REPAIRED WITH CEMENT MORTAR.
 RF0834
 RF0834                          STATION RECOVERY (1977)
 RF0834
 RF0834'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 RF0834'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0835 ***********************************************************************
 RF0835  DESIGNATION -  MON 262 IBC
 RF0835  PID         -  RF0835
 RF0835  STATE/COUNTY-  ME/AROOSTOOK
 RF0835  USGS QUAD   -  ST ADALBERT (1986)
 RF0835
 RF0835                         *CURRENT SURVEY CONTROL
 RF0835  ___________________________________________________________________
 RF0835* NAD 83(1996)-  46 48 25.33063(N)    069 53 09.94184(W)     ADJUSTED  
 RF0835* NAVD 88     -       347.     (meters)    1138.     (feet)  SCALED    
 RF0835  ___________________________________________________________________
 RF0835  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 RF0835  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 RF0835
 RF0835  HORZ ORDER  -  THIRD
 RF0835
 RF0835.The horizontal coordinates were established by classical geodetic methods
 RF0835.and adjusted by the National Geodetic Survey in March 1998..
 RF0835
 RF0835.The orthometric height was scaled from a topographic map.
 RF0835
 RF0835.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0835
 RF0835.The geoid height was determined by GEOID03.
 RF0835
 RF0835;                    North         East     Units Scale Factor Converg.
 RF0835;SPC ME E     -   349,907.487   194,211.438   MT  1.00003751   -1 00 38.3
 RF0835;UTM  19      - 5,184,102.270   432,392.135   MT  0.99965618   -0 38 45.7
 RF0835
 RF0835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0835!SPC ME E     -   0.99994979  x   1.00003751  =   0.99998729
 RF0835!UTM  19      -   0.99994979  x   0.99965618  =   0.99960598
 RF0835
 RF0835|---------------------------------------------------------------------|
 RF0835| PID    Reference Object                     Distance      Geod. Az  |
 RF0835|                                                           dddmmss.s |
 RF0835| RF0834 MON 261 IBC                          41.412 METERS 03426     |
 RF0835| RF0836 MON 263 IBC                         APPROX. 1.2 KM 2142626.4 |
 RF0835|---------------------------------------------------------------------|
 RF0835
 RF0835                          SUPERSEDED SURVEY CONTROL
 RF0835
 RF0835  NAD 83(1992)-  46 48 25.33436(N)    069 53 09.92895(W) AD(       ) 3
 RF0835  NAD 83(1986)-  46 48 25.34441(N)    069 53 09.93373(W) AD(       ) 3
 RF0835  NAD 27      -  46 48 25.24800(N)    069 53 11.72200(W) AD(       ) 3
 RF0835
 RF0835.Superseded values are not recommended for survey control.
 RF0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0835.See file dsdata.txt to determine how the superseded data were derived.
 RF0835
 RF0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM3239284102(NAD 83)
 RF0835_MARKER: Z = SEE DESCRIPTION
 RF0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0835_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RF0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0835+STABILITY: SURFACE MOTION
 RF0835
 RF0835  HISTORY     - Date     Condition        Report By
 RF0835  HISTORY     - 1845     MONUMENTED       IBC
 RF0835  HISTORY     - 1941     POOR             IBC
 RF0835  HISTORY     - 1977     GOOD             IBC
 RF0835
 RF0835                          STATION DESCRIPTION
 RF0835
 RF0835'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RF0835'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 RF0835'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 RF0835'CONCRETE BASE.  THE NUMBER OF THE
 RF0835'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 RF0835'INSCRIBED IN THE CONCRETE BASE.
 RF0835
 RF0835                          STATION RECOVERY (1941)
 RF0835
 RF0835'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941
 RF0835'FOUND WITH CORNER BROKEN OFF TOP, REPAIRED WITH CEMENT MORTAR.
 RF0835
 RF0835                          STATION RECOVERY (1977)
 RF0835
 RF0835'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 RF0835'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0836 ***********************************************************************
 RF0836  DESIGNATION -  MON 263 IBC
 RF0836  PID         -  RF0836
 RF0836  STATE/COUNTY-  ME/AROOSTOOK
 RF0836  USGS QUAD   -  ST ADALBERT (1986)
 RF0836
 RF0836                         *CURRENT SURVEY CONTROL
 RF0836  ___________________________________________________________________
 RF0836* NAD 83(1996)-  46 47 52.48457(N)    069 53 42.73981(W)     ADJUSTED  
 RF0836* NAVD 88     -       408.     (meters)    1339.     (feet)  SCALED    
 RF0836  ___________________________________________________________________
 RF0836  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 RF0836  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 RF0836
 RF0836  HORZ ORDER  -  THIRD
 RF0836
 RF0836.The horizontal coordinates were established by classical geodetic methods
 RF0836.and adjusted by the National Geodetic Survey in March 1998..
 RF0836
 RF0836.The orthometric height was scaled from a topographic map.
 RF0836
 RF0836.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0836
 RF0836.The geoid height was determined by GEOID03.
 RF0836
 RF0836;                    North         East     Units Scale Factor Converg.
 RF0836;SPC ME E     -   348,905.636   193,498.111   MT  1.00003937   -1 01 01.6
 RF0836;UTM  19      - 5,183,096.284   431,685.467   MT  0.99965736   -0 39 09.3
 RF0836
 RF0836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0836!SPC ME E     -   0.99994022  x   1.00003937  =   0.99997959
 RF0836!UTM  19      -   0.99994022  x   0.99965736  =   0.99959760
 RF0836
 RF0836:                Primary Azimuth Mark                     Grid Az
 RF0836:SPC ME E     -  MON 262 IBC                              035 27 04.1
 RF0836:UTM  19      -  MON 262 IBC                              035 05 11.8
 RF0836
 RF0836|---------------------------------------------------------------------|
 RF0836| PID    Reference Object                     Distance      Geod. Az  |
 RF0836|                                                           dddmmss.s |
 RF0836| RF0835 MON 262 IBC                         APPROX. 1.2 KM 0342602.5 |
 RF0836|---------------------------------------------------------------------|
 RF0836
 RF0836                          SUPERSEDED SURVEY CONTROL
 RF0836
 RF0836  NAD 83(1992)-  46 47 52.48739(N)    069 53 42.72409(W) AD(       ) 3
 RF0836  NAD 83(1986)-  46 47 52.49769(N)    069 53 42.72949(W) AD(       ) 3
 RF0836  NAD 27      -  46 47 52.40000(N)    069 53 44.51600(W) AD(       ) 3
 RF0836
 RF0836.Superseded values are not recommended for survey control.
 RF0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0836.See file dsdata.txt to determine how the superseded data were derived.
 RF0836
 RF0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM3168583096(NAD 83)
 RF0836_MARKER: Z = SEE DESCRIPTION
 RF0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0836_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RF0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0836+STABILITY: SURFACE MOTION
 RF0836
 RF0836  HISTORY     - Date     Condition        Report By
 RF0836  HISTORY     - 1845     MONUMENTED       IBC
 RF0836  HISTORY     - 1977     GOOD             IBC
 RF0836
 RF0836                          STATION DESCRIPTION
 RF0836
 RF0836'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RF0836'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 RF0836'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 RF0836'CONCRETE BASE.  THE NUMBER OF THE
 RF0836'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 RF0836'INSCRIBED IN THE CONCRETE BASE.
 RF0836
 RF0836                          STATION RECOVERY (1977)
 RF0836
 RF0836'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 RF0836'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0837 ***********************************************************************
 RF0837  DESIGNATION -  MON 264 IBC
 RF0837  PID         -  RF0837
 RF0837  STATE/COUNTY-  ME/AROOSTOOK
 RF0837  USGS QUAD   -  ST ADALBERT (1986)
 RF0837
 RF0837                         *CURRENT SURVEY CONTROL
 RF0837  ___________________________________________________________________
 RF0837* NAD 83(1996)-  46 47 36.67046(N)    069 53 58.52583(W)     ADJUSTED  
 RF0837* NAVD 88     -       424.     (meters)    1391.     (feet)  SCALED    
 RF0837  ___________________________________________________________________
 RF0837  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 RF0837  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 RF0837
 RF0837  HORZ ORDER  -  THIRD
 RF0837
 RF0837.The horizontal coordinates were established by classical geodetic methods
 RF0837.and adjusted by the National Geodetic Survey in March 1998..
 RF0837
 RF0837.The orthometric height was scaled from a topographic map.
 RF0837
 RF0837.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0837
 RF0837.The geoid height was determined by GEOID03.
 RF0837
 RF0837;                    North         East     Units Scale Factor Converg.
 RF0837;SPC ME E     -   348,423.311   193,154.693   MT  1.00004027   -1 01 12.9
 RF0837;UTM  19      - 5,182,611.969   431,345.255   MT  0.99965793   -0 39 20.6
 RF0837
 RF0837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0837!SPC ME E     -   0.99993772  x   1.00004027  =   0.99997798
 RF0837!UTM  19      -   0.99993772  x   0.99965793  =   0.99959567
 RF0837
 RF0837:                Primary Azimuth Mark                     Grid Az
 RF0837:SPC ME E     -  MON 263 IBC                              035 27 03.6
 RF0837:UTM  19      -  MON 263 IBC                              035 05 11.3
 RF0837
 RF0837|---------------------------------------------------------------------|
 RF0837| PID    Reference Object                     Distance      Geod. Az  |
 RF0837|                                                           dddmmss.s |
 RF0837| RF0836 MON 263 IBC                         APPROX. 0.6 KM 0342550.7 |
 RF0837|---------------------------------------------------------------------|
 RF0837
 RF0837                          SUPERSEDED SURVEY CONTROL
 RF0837
 RF0837  NAD 83(1992)-  46 47 36.67285(N)    069 53 58.50877(W) AD(       ) 3
 RF0837  NAD 83(1986)-  46 47 36.68331(N)    069 53 58.51442(W) AD(       ) 3
 RF0837  NAD 27      -  46 47 36.58500(N)    069 54 00.30000(W) AD(       ) 3
 RF0837
 RF0837.Superseded values are not recommended for survey control.
 RF0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0837.See file dsdata.txt to determine how the superseded data were derived.
 RF0837
 RF0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM3134582612(NAD 83)
 RF0837_MARKER: Z = SEE DESCRIPTION
 RF0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0837_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RF0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0837+STABILITY: SURFACE MOTION
 RF0837
 RF0837  HISTORY     - Date     Condition        Report By
 RF0837  HISTORY     - 1845     MONUMENTED       IBC
 RF0837  HISTORY     - 1977     GOOD             IBC
 RF0837
 RF0837                          STATION DESCRIPTION
 RF0837
 RF0837'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RF0837'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 RF0837'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 RF0837'CONCRETE BASE.  THE NUMBER OF THE
 RF0837'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 RF0837'INSCRIBED IN THE CONCRETE BASE.
 RF0837
 RF0837                          STATION RECOVERY (1977)
 RF0837
 RF0837'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 RF0837'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0838 ***********************************************************************
 RF0838  DESIGNATION -  MON 265 IBC
 RF0838  PID         -  RF0838
 RF0838  STATE/COUNTY-  ME/AROOSTOOK
 RF0838  USGS QUAD   -  ST ADALBERT (1986)
 RF0838
 RF0838                         *CURRENT SURVEY CONTROL
 RF0838  ___________________________________________________________________
 RF0838* NAD 83(1996)-  46 47 09.34350(N)    069 54 25.77966(W)     ADJUSTED  
 RF0838* NAVD 88     -       407.     (meters)    1335.     (feet)  SCALED    
 RF0838  ___________________________________________________________________
 RF0838  LAPLACE CORR-           2.30  (seconds)                    DEFLEC99
 RF0838  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 RF0838
 RF0838  HORZ ORDER  -  THIRD
 RF0838
 RF0838.The horizontal coordinates were established by classical geodetic methods
 RF0838.and adjusted by the National Geodetic Survey in March 1998..
 RF0838
 RF0838.The orthometric height was scaled from a topographic map.
 RF0838
 RF0838.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0838
 RF0838.The geoid height was determined by GEOID03.
 RF0838
 RF0838;                    North         East     Units Scale Factor Converg.
 RF0838;SPC ME E     -   347,589.884   192,561.658   MT  1.00004183   -1 01 32.3
 RF0838;UTM  19      - 5,181,775.107   430,757.759   MT  0.99965893   -0 39 40.2
 RF0838
 RF0838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0838!SPC ME E     -   0.99994038  x   1.00004183  =   0.99998221
 RF0838!UTM  19      -   0.99994038  x   0.99965893  =   0.99959933
 RF0838
 RF0838:                Primary Azimuth Mark                     Grid Az
 RF0838:SPC ME E     -  MON 264 IBC                              035 26 02.9
 RF0838:UTM  19      -  MON 264 IBC                              035 04 10.8
 RF0838
 RF0838|---------------------------------------------------------------------|
 RF0838| PID    Reference Object                     Distance      Geod. Az  |
 RF0838|                                                           dddmmss.s |
 RF0838| RF0837 MON 264 IBC                         APPROX. 1.0 KM 0342430.6 |
 RF0838|---------------------------------------------------------------------|
 RF0838
 RF0838                          SUPERSEDED SURVEY CONTROL
 RF0838
 RF0838  NAD 83(1992)-  46 47 09.34516(N)    069 54 25.76018(W) AD(       ) 3
 RF0838  NAD 83(1986)-  46 47 09.35584(N)    069 54 25.76633(W) AD(       ) 3
 RF0838  NAD 27      -  46 47 09.25700(N)    069 54 27.55000(W) AD(       ) 3
 RF0838
 RF0838.Superseded values are not recommended for survey control.
 RF0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0838.See file dsdata.txt to determine how the superseded data were derived.
 RF0838
 RF0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM3075881775(NAD 83)
 RF0838_MARKER: Z = SEE DESCRIPTION
 RF0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0838_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RF0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0838+STABILITY: SURFACE MOTION
 RF0838
 RF0838  HISTORY     - Date     Condition        Report By
 RF0838  HISTORY     - 1845     MONUMENTED       IBC
 RF0838  HISTORY     - 1977     GOOD             IBC
 RF0838
 RF0838                          STATION DESCRIPTION
 RF0838
 RF0838'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RF0838'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 RF0838'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 RF0838'CONCRETE BASE.  THE NUMBER OF THE
 RF0838'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 RF0838'INSCRIBED IN THE CONCRETE BASE.
 RF0838
 RF0838                          STATION RECOVERY (1977)
 RF0838
 RF0838'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 RF0838'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0839 ***********************************************************************
 RF0839  DESIGNATION -  MON 266 IBC
 RF0839  PID         -  RF0839
 RF0839  STATE/COUNTY-  ME/AROOSTOOK
 RF0839  USGS QUAD   -  ST ADALBERT (1986)
 RF0839
 RF0839                         *CURRENT SURVEY CONTROL
 RF0839  ___________________________________________________________________
 RF0839* NAD 83(1996)-  46 46 26.18961(N)    069 55 08.79903(W)     ADJUSTED  
 RF0839* NAVD 88     -       372.     (meters)    1220.     (feet)  SCALED    
 RF0839  ___________________________________________________________________
 RF0839  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 RF0839  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 RF0839
 RF0839  HORZ ORDER  -  THIRD
 RF0839
 RF0839.The horizontal coordinates were established by classical geodetic methods
 RF0839.and adjusted by the National Geodetic Survey in March 1998..
 RF0839
 RF0839.The orthometric height was scaled from a topographic map.
 RF0839
 RF0839.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0839
 RF0839.The geoid height was determined by GEOID03.
 RF0839
 RF0839;                    North         East     Units Scale Factor Converg.
 RF0839;SPC ME E     -   346,273.871   191,625.233   MT  1.00004432   -1 02 02.9
 RF0839;UTM  19      - 5,180,453.670   429,830.079   MT  0.99966052   -0 40 11.1
 RF0839
 RF0839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0839!SPC ME E     -   0.99994586  x   1.00004432  =   0.99999018
 RF0839!UTM  19      -   0.99994586  x   0.99966052  =   0.99960640
 RF0839
 RF0839:                Primary Azimuth Mark                     Grid Az
 RF0839:SPC ME E     -  MON 265 IBC                              035 26 02.8
 RF0839:UTM  19      -  MON 265 IBC                              035 04 11.0
 RF0839
 RF0839|---------------------------------------------------------------------|
 RF0839| PID    Reference Object                     Distance      Geod. Az  |
 RF0839|                                                           dddmmss.s |
 RF0839| RF0838 MON 265 IBC                         APPROX. 1.6 KM 0342359.9 |
 RF0839|---------------------------------------------------------------------|
 RF0839
 RF0839                          SUPERSEDED SURVEY CONTROL
 RF0839
 RF0839  NAD 83(1992)-  46 46 26.19004(N)    069 55 08.77548(W) AD(       ) 3
 RF0839  NAD 83(1986)-  46 46 26.20106(N)    069 55 08.78247(W) AD(       ) 3
 RF0839  NAD 27      -  46 46 26.10100(N)    069 55 10.56400(W) AD(       ) 3
 RF0839
 RF0839.Superseded values are not recommended for survey control.
 RF0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0839.See file dsdata.txt to determine how the superseded data were derived.
 RF0839
 RF0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM2983080454(NAD 83)
 RF0839_MARKER: Z = SEE DESCRIPTION
 RF0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0839_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RF0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0839+STABILITY: SURFACE MOTION
 RF0839
 RF0839  HISTORY     - Date     Condition        Report By
 RF0839  HISTORY     - 1845     MONUMENTED       IBC
 RF0839  HISTORY     - 1977     GOOD             IBC
 RF0839
 RF0839                          STATION DESCRIPTION
 RF0839
 RF0839'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RF0839'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 RF0839'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 RF0839'CONCRETE BASE.  THE NUMBER OF THE
 RF0839'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 RF0839'INSCRIBED IN THE CONCRETE BASE.
 RF0839
 RF0839                          STATION RECOVERY (1977)
 RF0839
 RF0839'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 RF0839'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0840 ***********************************************************************
 RF0840  DESIGNATION -  MON 267 IBC
 RF0840  PID         -  RF0840
 RF0840  STATE/COUNTY-  ME/AROOSTOOK
 RF0840  USGS QUAD   -  ST ADALBERT (1986)
 RF0840
 RF0840                         *CURRENT SURVEY CONTROL
 RF0840  ___________________________________________________________________
 RF0840* NAD 83(1996)-  46 45 43.08739(N)    069 55 51.74355(W)     ADJUSTED  
 RF0840* NAVD 88     -       444.     (meters)    1457.     (feet)  SCALED    
 RF0840  ___________________________________________________________________
 RF0840  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 RF0840  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 RF0840
 RF0840  HORZ ORDER  -  THIRD
 RF0840
 RF0840.The horizontal coordinates were established by classical geodetic methods
 RF0840.and adjusted by the National Geodetic Survey in March 1998..
 RF0840
 RF0840.The orthometric height was scaled from a topographic map.
 RF0840
 RF0840.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0840
 RF0840.The geoid height was determined by GEOID03.
 RF0840
 RF0840;                    North         East     Units Scale Factor Converg.
 RF0840;SPC ME E     -   344,959.566   190,690.024   MT  1.00004682   -1 02 33.5
 RF0840;UTM  19      - 5,179,133.952   428,903.604   MT  0.99966213   -0 40 41.9
 RF0840
 RF0840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0840!SPC ME E     -   0.99993458  x   1.00004682  =   0.99998140
 RF0840!UTM  19      -   0.99993458  x   0.99966213  =   0.99959673
 RF0840
 RF0840:                Primary Azimuth Mark                     Grid Az
 RF0840:SPC ME E     -  MON 266 IBC                              035 26 02.7
 RF0840:UTM  19      -  MON 266 IBC                              035 04 11.1
 RF0840
 RF0840|---------------------------------------------------------------------|
 RF0840| PID    Reference Object                     Distance      Geod. Az  |
 RF0840|                                                           dddmmss.s |
 RF0840| RF0839 MON 266 IBC                         APPROX. 1.6 KM 0342329.2 |
 RF0840|---------------------------------------------------------------------|
 RF0840
 RF0840                          SUPERSEDED SURVEY CONTROL
 RF0840
 RF0840  NAD 83(1992)-  46 45 43.08644(N)    069 55 51.71585(W) AD(       ) 3
 RF0840  NAD 83(1986)-  46 45 43.09780(N)    069 55 51.72374(W) AD(       ) 3
 RF0840  NAD 27      -  46 45 42.99700(N)    069 55 53.50200(W) AD(       ) 3
 RF0840
 RF0840.Superseded values are not recommended for survey control.
 RF0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0840.See file dsdata.txt to determine how the superseded data were derived.
 RF0840
 RF0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM2890479134(NAD 83)
 RF0840_MARKER: Z = SEE DESCRIPTION
 RF0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0840_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RF0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0840+STABILITY: SURFACE MOTION
 RF0840
 RF0840  HISTORY     - Date     Condition        Report By
 RF0840  HISTORY     - 1845     MONUMENTED       IBC
 RF0840  HISTORY     - 1977     GOOD             IBC
 RF0840
 RF0840                          STATION DESCRIPTION
 RF0840
 RF0840'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RF0840'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 RF0840'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 RF0840'CONCRETE BASE.  THE NUMBER OF THE
 RF0840'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 RF0840'INSCRIBED IN THE CONCRETE BASE.
 RF0840
 RF0840                          STATION RECOVERY (1977)
 RF0840
 RF0840'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 RF0840'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0792 ***********************************************************************
 RF0792  DESIGNATION -  MON 268 IBC
 RF0792  PID         -  RF0792
 RF0792  STATE/COUNTY-  ME/AROOSTOOK
 RF0792  USGS QUAD   -  BURNTLAND POND (1986)
 RF0792
 RF0792                         *CURRENT SURVEY CONTROL
 RF0792  ___________________________________________________________________
 RF0792* NAD 83(1996)-  46 44 59.92604(N)    069 56 34.72341(W)     ADJUSTED  
 RF0792* NAVD 88     -       452.     (meters)    1483.     (feet)  SCALED    
 RF0792  ___________________________________________________________________
 RF0792  LAPLACE CORR-           2.38  (seconds)                    DEFLEC99
 RF0792  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 RF0792
 RF0792  HORZ ORDER  -  THIRD
 RF0792
 RF0792.The horizontal coordinates were established by classical geodetic methods
 RF0792.and adjusted by the National Geodetic Survey in March 1998..
 RF0792
 RF0792.The orthometric height was scaled from a topographic map.
 RF0792
 RF0792.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0792
 RF0792.The geoid height was determined by GEOID03.
 RF0792
 RF0792;                    North         East     Units Scale Factor Converg.
 RF0792;SPC ME E     -   343,643.591   189,753.634   MT  1.00004935   -1 03 04.1
 RF0792;UTM  19      - 5,177,812.559   427,975.956   MT  0.99966376   -0 41 12.7
 RF0792
 RF0792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0792!SPC ME E     -   0.99993332  x   1.00004935  =   0.99998267
 RF0792!UTM  19      -   0.99993332  x   0.99966376  =   0.99959711
 RF0792
 RF0792:                Primary Azimuth Mark                     Grid Az
 RF0792:SPC ME E     -  MON 267 IBC                              035 26 02.1
 RF0792:UTM  19      -  MON 267 IBC                              035 04 10.7
 RF0792
 RF0792|---------------------------------------------------------------------|
 RF0792| PID    Reference Object                     Distance      Geod. Az  |
 RF0792|                                                           dddmmss.s |
 RF0792| RF0840 MON 267 IBC                         APPROX. 1.6 KM 0342258.0 |
 RF0792|---------------------------------------------------------------------|
 RF0792
 RF0792                          SUPERSEDED SURVEY CONTROL
 RF0792
 RF0792  NAD 83(1992)-  46 44 59.92375(N)    069 56 34.69141(W) AD(       ) 3
 RF0792  NAD 83(1986)-  46 44 59.93546(N)    069 56 34.70019(W) AD(       ) 3
 RF0792  NAD 27      -  46 44 59.83400(N)    069 56 36.47600(W) AD(       ) 3
 RF0792
 RF0792.Superseded values are not recommended for survey control.
 RF0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0792.See file dsdata.txt to determine how the superseded data were derived.
 RF0792
 RF0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM2797677813(NAD 83)
 RF0792_MARKER: Z = SEE DESCRIPTION
 RF0792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0792_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RF0792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0792+STABILITY: SURFACE MOTION
 RF0792
 RF0792  HISTORY     - Date     Condition        Report By
 RF0792  HISTORY     - 1845     MONUMENTED       IBC
 RF0792  HISTORY     - 1977     GOOD             IBC
 RF0792
 RF0792                          STATION DESCRIPTION
 RF0792
 RF0792'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RF0792'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 RF0792'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 RF0792'CONCRETE BASE.  THE NUMBER OF THE
 RF0792'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 RF0792'INSCRIBED IN THE CONCRETE BASE.
 RF0792
 RF0792                          STATION RECOVERY (1977)
 RF0792
 RF0792'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 RF0792'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0793 ***********************************************************************
 RF0793  DESIGNATION -  MON 269 IBC
 RF0793  PID         -  RF0793
 RF0793  STATE/COUNTY-  ME/AROOSTOOK
 RF0793  USGS QUAD   -  BURNTLAND POND (1986)
 RF0793
 RF0793                         *CURRENT SURVEY CONTROL
 RF0793  ___________________________________________________________________
 RF0793* NAD 83(1996)-  46 44 41.20957(N)    069 56 53.35386(W)     ADJUSTED  
 RF0793* NAVD 88     -       485.     (meters)    1591.     (feet)  SCALED    
 RF0793  ___________________________________________________________________
 RF0793  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 RF0793  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 RF0793
 RF0793  HORZ ORDER  -  THIRD
 RF0793
 RF0793.The horizontal coordinates were established by classical geodetic methods
 RF0793.and adjusted by the National Geodetic Survey in March 1998..
 RF0793
 RF0793.The orthometric height was scaled from a topographic map.
 RF0793
 RF0793.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0793
 RF0793.The geoid height was determined by GEOID03.
 RF0793
 RF0793;                    North         East     Units Scale Factor Converg.
 RF0793;SPC ME E     -   343,072.974   189,347.609   MT  1.00005045   -1 03 17.3
 RF0793;UTM  19      - 5,177,239.593   427,573.722   MT  0.99966447   -0 41 26.1
 RF0793
 RF0793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0793!SPC ME E     -   0.99992815  x   1.00005045  =   0.99997860
 RF0793!UTM  19      -   0.99992815  x   0.99966447  =   0.99959265
 RF0793
 RF0793:                Primary Azimuth Mark                     Grid Az
 RF0793:SPC ME E     -  MON 273 IBC                              215 26 13.6
 RF0793:UTM  19      -  MON 273 IBC                              215 04 22.4
 RF0793
 RF0793|---------------------------------------------------------------------|
 RF0793| PID    Reference Object                     Distance      Geod. Az  |
 RF0793|                                                           dddmmss.s |
 RF0793| RF0798 MON 273 IBC                         APPROX. 5.8 KM 2142256.3 |
 RF0793| RF0794 LEVERRIER                           233.797 METERS 32010     |
 RF0793|---------------------------------------------------------------------|
 RF0793
 RF0793                          SUPERSEDED SURVEY CONTROL
 RF0793
 RF0793  NAD 83(1992)-  46 44 41.20668(N)    069 56 53.32001(W) AD(       ) 3
 RF0793  NAD 83(1986)-  46 44 41.21858(N)    069 56 53.32914(W) AD(       ) 3
 RF0793  NAD 27      -  46 44 41.11700(N)    069 56 55.10400(W) AD(       ) 3
 RF0793
 RF0793.Superseded values are not recommended for survey control.
 RF0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0793.See file dsdata.txt to determine how the superseded data were derived.
 RF0793
 RF0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM2757477240(NAD 83)
 RF0793_MARKER: Z = SEE DESCRIPTION
 RF0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0793_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RF0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0793+STABILITY: SURFACE MOTION
 RF0793
 RF0793  HISTORY     - Date     Condition        Report By
 RF0793  HISTORY     - 1845     MONUMENTED       IBC
 RF0793  HISTORY     - 1977     GOOD             IBC
 RF0793
 RF0793                          STATION DESCRIPTION
 RF0793
 RF0793'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RF0793'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 RF0793'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 RF0793'CONCRETE BASE.  THE NUMBER OF THE
 RF0793'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 RF0793'INSCRIBED IN THE CONCRETE BASE.
 RF0793
 RF0793                          STATION RECOVERY (1977)
 RF0793
 RF0793'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 RF0793'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0795 ***********************************************************************
 RF0795  DESIGNATION -  MON 270 IBC
 RF0795  PID         -  RF0795
 RF0795  STATE/COUNTY-  ME/AROOSTOOK
 RF0795  USGS QUAD   -  BURNTLAND POND (1986)
 RF0795
 RF0795                         *CURRENT SURVEY CONTROL
 RF0795  ___________________________________________________________________
 RF0795* NAD 83(1996)-  46 44 16.81047(N)    069 57 17.63705(W)     ADJUSTED  
 RF0795* NAVD 88     -       413.     (meters)    1355.     (feet)  SCALED    
 RF0795  ___________________________________________________________________
 RF0795  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 RF0795  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 RF0795
 RF0795  HORZ ORDER  -  THIRD
 RF0795
 RF0795.The horizontal coordinates were established by classical geodetic methods
 RF0795.and adjusted by the National Geodetic Survey in March 1998..
 RF0795
 RF0795.The orthometric height was scaled from a topographic map.
 RF0795
 RF0795.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0795
 RF0795.The geoid height was determined by GEOID03.
 RF0795
 RF0795;                    North         East     Units Scale Factor Converg.
 RF0795;SPC ME E     -   342,329.146   188,818.275   MT  1.00005189   -1 03 34.6
 RF0795;UTM  19      - 5,176,492.704   427,049.330   MT  0.99966541   -0 41 43.5
 RF0795
 RF0795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0795!SPC ME E     -   0.99993944  x   1.00005189  =   0.99999132
 RF0795!UTM  19      -   0.99993944  x   0.99966541  =   0.99960487
 RF0795
 RF0795:                Primary Azimuth Mark                     Grid Az
 RF0795:SPC ME E     -  MON 269 IBC                              035 26 12.9
 RF0795:UTM  19      -  MON 269 IBC                              035 04 21.8
 RF0795
 RF0795|---------------------------------------------------------------------|
 RF0795| PID    Reference Object                     Distance      Geod. Az  |
 RF0795|                                                           dddmmss.s |
 RF0795| RF0793 MON 269 IBC                         APPROX. 0.9 KM 0342238.3 |
 RF0795|---------------------------------------------------------------------|
 RF0795
 RF0795                          SUPERSEDED SURVEY CONTROL
 RF0795
 RF0795  NAD 83(1992)-  46 44 16.80686(N)    069 57 17.60060(W) AD(       ) 3
 RF0795  NAD 83(1986)-  46 44 16.81894(N)    069 57 17.61027(W) AD(       ) 3
 RF0795  NAD 27      -  46 44 16.71700(N)    069 57 19.38300(W) AD(       ) 3
 RF0795
 RF0795.Superseded values are not recommended for survey control.
 RF0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0795.See file dsdata.txt to determine how the superseded data were derived.
 RF0795
 RF0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM2704976493(NAD 83)
 RF0795_MARKER: Z = SEE DESCRIPTION
 RF0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0795_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RF0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0795+STABILITY: SURFACE MOTION
 RF0795
 RF0795  HISTORY     - Date     Condition        Report By
 RF0795  HISTORY     - 1845     MONUMENTED       IBC
 RF0795  HISTORY     - 1977     GOOD             IBC
 RF0795
 RF0795                          STATION DESCRIPTION
 RF0795
 RF0795'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RF0795'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 RF0795'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 RF0795'CONCRETE BASE.  THE NUMBER OF THE
 RF0795'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 RF0795'INSCRIBED IN THE CONCRETE BASE.
 RF0795
 RF0795                          STATION RECOVERY (1977)
 RF0795
 RF0795'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 RF0795'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0796 ***********************************************************************
 RF0796  DESIGNATION -  MON 271 IBC
 RF0796  PID         -  RF0796
 RF0796  STATE/COUNTY-  ME/AROOSTOOK
 RF0796  USGS QUAD   -  BURNTLAND POND (1986)
 RF0796
 RF0796                         *CURRENT SURVEY CONTROL
 RF0796  ___________________________________________________________________
 RF0796* NAD 83(1996)-  46 43 33.50338(N)    069 58 00.72012(W)     ADJUSTED  
 RF0796* NAVD 88     -       372.     (meters)    1220.     (feet)  SCALED    
 RF0796  ___________________________________________________________________
 RF0796  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 RF0796  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 RF0796
 RF0796  HORZ ORDER  -  THIRD
 RF0796
 RF0796.The horizontal coordinates were established by classical geodetic methods
 RF0796.and adjusted by the National Geodetic Survey in March 1998..
 RF0796
 RF0796.The orthometric height was scaled from a topographic map.
 RF0796
 RF0796.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0796
 RF0796.The geoid height was determined by GEOID03.
 RF0796
 RF0796;                    North         East     Units Scale Factor Converg.
 RF0796;SPC ME E     -   341,008.996   187,878.810   MT  1.00005447   -1 04 05.2
 RF0796;UTM  19      - 5,175,167.123   426,118.635   MT  0.99966709   -0 42 14.4
 RF0796
 RF0796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0796!SPC ME E     -   0.99994586  x   1.00005447  =   1.00000033
 RF0796!UTM  19      -   0.99994586  x   0.99966709  =   0.99961297
 RF0796
 RF0796:                Primary Azimuth Mark                     Grid Az
 RF0796:SPC ME E     -  MON 270 IBC                              035 26 12.7
 RF0796:UTM  19      -  MON 270 IBC                              035 04 21.9
 RF0796
 RF0796|---------------------------------------------------------------------|
 RF0796| PID    Reference Object                     Distance      Geod. Az  |
 RF0796|                                                           dddmmss.s |
 RF0796| RF0795 MON 270 IBC                         APPROX. 1.6 KM 0342207.5 |
 RF0796|---------------------------------------------------------------------|
 RF0796
 RF0796                          SUPERSEDED SURVEY CONTROL
 RF0796
 RF0796  NAD 83(1992)-  46 43 33.49839(N)    069 58 00.67888(W) AD(       ) 3
 RF0796  NAD 83(1986)-  46 43 33.51082(N)    069 58 00.68952(W) AD(       ) 3
 RF0796  NAD 27      -  46 43 33.40800(N)    069 58 02.46000(W) AD(       ) 3
 RF0796
 RF0796.Superseded values are not recommended for survey control.
 RF0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0796.See file dsdata.txt to determine how the superseded data were derived.
 RF0796
 RF0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM2611975167(NAD 83)
 RF0796_MARKER: Z = SEE DESCRIPTION
 RF0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0796_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RF0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0796+STABILITY: SURFACE MOTION
 RF0796
 RF0796  HISTORY     - Date     Condition        Report By
 RF0796  HISTORY     - 1845     MONUMENTED       IBC
 RF0796  HISTORY     - 1977     GOOD             IBC
 RF0796
 RF0796                          STATION DESCRIPTION
 RF0796
 RF0796'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RF0796'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 RF0796'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 RF0796'CONCRETE BASE.  THE NUMBER OF THE
 RF0796'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 RF0796'INSCRIBED IN THE CONCRETE BASE.
 RF0796
 RF0796                          STATION RECOVERY (1977)
 RF0796
 RF0796'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 RF0796'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0797 ***********************************************************************
 RF0797  DESIGNATION -  MON 272 IBC
 RF0797  PID         -  RF0797
 RF0797  STATE/COUNTY-  ME/AROOSTOOK
 RF0797  USGS QUAD   -  BURNTLAND POND (1986)
 RF0797
 RF0797                         *CURRENT SURVEY CONTROL
 RF0797  ___________________________________________________________________
 RF0797* NAD 83(1996)-  46 42 50.46868(N)    069 58 43.50870(W)     ADJUSTED  
 RF0797* NAVD 88     -       369.     (meters)    1211.     (feet)  SCALED    
 RF0797  ___________________________________________________________________
 RF0797  LAPLACE CORR-           2.42  (seconds)                    DEFLEC99
 RF0797  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 RF0797
 RF0797  HORZ ORDER  -  THIRD
 RF0797
 RF0797.The horizontal coordinates were established by classical geodetic methods
 RF0797.and adjusted by the National Geodetic Survey in March 1998..
 RF0797
 RF0797.The orthometric height was scaled from a topographic map.
 RF0797
 RF0797.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0797
 RF0797.The geoid height was determined by GEOID03.
 RF0797
 RF0797;                    North         East     Units Scale Factor Converg.
 RF0797;SPC ME E     -   339,697.281   186,945.356   MT  1.00005705   -1 04 35.6
 RF0797;UTM  19      - 5,173,850.014   425,193.894   MT  0.99966878   -0 42 45.0
 RF0797
 RF0797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0797!SPC ME E     -   0.99994634  x   1.00005705  =   1.00000338
 RF0797!UTM  19      -   0.99994634  x   0.99966878  =   0.99961513
 RF0797
 RF0797:                Primary Azimuth Mark                     Grid Az
 RF0797:SPC ME E     -  MON 271 IBC                              035 26 11.9
 RF0797:UTM  19      -  MON 271 IBC                              035 04 21.3
 RF0797
 RF0797|---------------------------------------------------------------------|
 RF0797| PID    Reference Object                     Distance      Geod. Az  |
 RF0797|                                                           dddmmss.s |
 RF0797| RF0796 MON 271 IBC                         APPROX. 1.6 KM 0342136.3 |
 RF0797|---------------------------------------------------------------------|
 RF0797
 RF0797                          SUPERSEDED SURVEY CONTROL
 RF0797
 RF0797  NAD 83(1992)-  46 42 50.46233(N)    069 58 43.46265(W) AD(       ) 3
 RF0797  NAD 83(1986)-  46 42 50.47511(N)    069 58 43.47427(W) AD(       ) 3
 RF0797  NAD 27      -  46 42 50.37200(N)    069 58 45.24100(W) AD(       ) 3
 RF0797
 RF0797.Superseded values are not recommended for survey control.
 RF0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0797.See file dsdata.txt to determine how the superseded data were derived.
 RF0797
 RF0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM2519473850(NAD 83)
 RF0797_MARKER: Z = SEE DESCRIPTION
 RF0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0797_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RF0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0797+STABILITY: SURFACE MOTION
 RF0797
 RF0797  HISTORY     - Date     Condition        Report By
 RF0797  HISTORY     - 1845     MONUMENTED       IBC
 RF0797  HISTORY     - 1961     POOR             IBC
 RF0797  HISTORY     - 1977     GOOD             IBC
 RF0797
 RF0797                          STATION DESCRIPTION
 RF0797
 RF0797'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RF0797'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 RF0797'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 RF0797'CONCRETE BASE.  THE NUMBER OF THE
 RF0797'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 RF0797'INSCRIBED IN THE CONCRETE BASE.
 RF0797
 RF0797                          STATION RECOVERY (1961)
 RF0797
 RF0797'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1961
 RF0797'SHAFT BROKEN.  REPLACED IN POSITION.
 RF0797
 RF0797                          STATION RECOVERY (1977)
 RF0797
 RF0797'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 RF0797'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0798 ***********************************************************************
 RF0798  DESIGNATION -  MON 273 IBC
 RF0798  PID         -  RF0798
 RF0798  STATE/COUNTY-  ME/AROOSTOOK
 RF0798  USGS QUAD   -  BURNTLAND POND (1986)
 RF0798
 RF0798                         *CURRENT SURVEY CONTROL
 RF0798  ___________________________________________________________________
 RF0798* NAD 83(1996)-  46 42 07.27042(N)    069 59 26.43607(W)     ADJUSTED  
 RF0798* NAVD 88     -       365.     (meters)    1198.     (feet)  SCALED    
 RF0798  ___________________________________________________________________
 RF0798  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 RF0798  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 RF0798
 RF0798  HORZ ORDER  -  THIRD
 RF0798
 RF0798.The horizontal coordinates were established by classical geodetic methods
 RF0798.and adjusted by the National Geodetic Survey in March 1998..
 RF0798
 RF0798.The orthometric height was scaled from a topographic map.
 RF0798
 RF0798.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0798
 RF0798.The geoid height was determined by GEOID03.
 RF0798
 RF0798;                    North         East     Units Scale Factor Converg.
 RF0798;SPC ME E     -   338,380.713   186,008.462   MT  1.00005967   -1 05 06.1
 RF0798;UTM  19      - 5,172,528.034   424,265.744   MT  0.99967050   -0 43 15.8
 RF0798
 RF0798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0798!SPC ME E     -   0.99994696  x   1.00005967  =   1.00000663
 RF0798!UTM  19      -   0.99994696  x   0.99967050  =   0.99961748
 RF0798
 RF0798:                Primary Azimuth Mark                     Grid Az
 RF0798:SPC ME E     -  LEVERRIER                                033 13 24.8
 RF0798:UTM  19      -  LEVERRIER                                032 51 34.5
 RF0798
 RF0798|---------------------------------------------------------------------|
 RF0798| PID    Reference Object                     Distance      Geod. Az  |
 RF0798|                                                           dddmmss.s |
 RF0798| RF0794 LEVERRIER                           APPROX. 5.8 KM 0320818.7 |
 RF0798|---------------------------------------------------------------------|
 RF0798
 RF0798                          SUPERSEDED SURVEY CONTROL
 RF0798
 RF0798  NAD 83(1992)-  46 42 07.26279(N)    069 59 26.38536(W) AD(       ) 3
 RF0798  NAD 83(1986)-  46 42 07.27590(N)    069 59 26.39793(W) AD(       ) 3
 RF0798  NAD 27      -  46 42 07.16900(N)    069 59 28.16500(W) AD(       ) 3
 RF0798
 RF0798.Superseded values are not recommended for survey control.
 RF0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0798.See file dsdata.txt to determine how the superseded data were derived.
 RF0798
 RF0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM2426672528(NAD 83)
 RF0798_MARKER: Z = SEE DESCRIPTION
 RF0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0798_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RF0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0798+STABILITY: SURFACE MOTION
 RF0798
 RF0798  HISTORY     - Date     Condition        Report By
 RF0798  HISTORY     - 1845     MONUMENTED       IBC
 RF0798  HISTORY     - 1929     POOR             IBC
 RF0798  HISTORY     - 1977     GOOD             IBC
 RF0798
 RF0798                          STATION DESCRIPTION
 RF0798
 RF0798'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RF0798'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 RF0798'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 RF0798'CONCRETE BASE.  THE NUMBER OF THE
 RF0798'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 RF0798'INSCRIBED IN THE CONCRETE BASE.
 RF0798
 RF0798                          STATION RECOVERY (1929)
 RF0798
 RF0798'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1929
 RF0798'CAST - IRON POST BROKEN OFF BY LOGGING OPERATIONS.  RENEWED WITH A
 RF0798'NEW CAST - IRON POST.
 RF0798
 RF0798                          STATION RECOVERY (1977)
 RF0798
 RF0798'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 RF0798'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0799 ***********************************************************************
 RF0799  DESIGNATION -  MON 274 IBC
 RF0799  PID         -  RF0799
 RF0799  STATE/COUNTY-  ME/AROOSTOOK
 RF0799  USGS QUAD   -  BURNTLAND POND (1986)
 RF0799
 RF0799                         *CURRENT SURVEY CONTROL
 RF0799  ___________________________________________________________________
 RF0799* NAD 83(1996)-  46 41 53.68606(N)    069 59 39.92451(W)     ADJUSTED  
 RF0799* NAVD 88     -       364.     (meters)    1194.     (feet)  SCALED    
 RF0799  ___________________________________________________________________
 RF0799  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 RF0799  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 RF0799
 RF0799  HORZ ORDER  -  THIRD
 RF0799
 RF0799.The horizontal coordinates were established by classical geodetic methods
 RF0799.and adjusted by the National Geodetic Survey in March 1998..
 RF0799
 RF0799.The orthometric height was scaled from a topographic map.
 RF0799
 RF0799.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0799
 RF0799.The geoid height was determined by GEOID03.
 RF0799
 RF0799;                    North         East     Units Scale Factor Converg.
 RF0799;SPC ME E     -   337,966.723   185,713.987   MT  1.00006049   -1 05 15.7
 RF0799;UTM  19      - 5,172,112.344   423,974.018   MT  0.99967104   -0 43 25.4
 RF0799
 RF0799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0799!SPC ME E     -   0.99994712  x   1.00006049  =   1.00000761
 RF0799!UTM  19      -   0.99994712  x   0.99967104  =   0.99961818
 RF0799
 RF0799:                Primary Azimuth Mark                     Grid Az
 RF0799:SPC ME E     -  MON 273 IBC                              035 25 28.5
 RF0799:UTM  19      -  MON 273 IBC                              035 03 38.2
 RF0799
 RF0799|---------------------------------------------------------------------|
 RF0799| PID    Reference Object                     Distance      Geod. Az  |
 RF0799|                                                           dddmmss.s |
 RF0799| RF0798 MON 273 IBC                         APPROX. 0.5 KM 0342012.8 |
 RF0799| RF0800 MON 275 IBC                         183.492 METERS 21420     |
 RF0799|---------------------------------------------------------------------|
 RF0799
 RF0799                          SUPERSEDED SURVEY CONTROL
 RF0799
 RF0799  NAD 83(1992)-  46 41 53.67811(N)    069 59 39.87252(W) AD(       ) 3
 RF0799  NAD 83(1986)-  46 41 53.69129(N)    069 59 39.88538(W) AD(       ) 3
 RF0799  NAD 27      -  46 41 53.58700(N)    069 59 41.64900(W) AD(       ) 3
 RF0799
 RF0799.Superseded values are not recommended for survey control.
 RF0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0799.See file dsdata.txt to determine how the superseded data were derived.
 RF0799
 RF0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM2397472112(NAD 83)
 RF0799_MARKER: Z = SEE DESCRIPTION
 RF0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0799_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RF0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0799+STABILITY: SURFACE MOTION
 RF0799
 RF0799  HISTORY     - Date     Condition        Report By
 RF0799  HISTORY     - 1845     MONUMENTED       IBC
 RF0799  HISTORY     - 1929     POOR             IBC
 RF0799  HISTORY     - 1941     POOR             IBC
 RF0799  HISTORY     - 1977     GOOD             IBC
 RF0799
 RF0799                          STATION DESCRIPTION
 RF0799
 RF0799'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RF0799'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 RF0799'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 RF0799'CONCRETE BASE.  THE NUMBER OF THE
 RF0799'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 RF0799'INSCRIBED IN THE CONCRETE BASE.
 RF0799
 RF0799                          STATION RECOVERY (1929)
 RF0799
 RF0799'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1929
 RF0799'CAST - IRON POST BROKEN OFF BY LOGGING OPERATIONS.  RENEWED WITH A
 RF0799'NEW CAST - IRON POST.
 RF0799
 RF0799                          STATION RECOVERY (1941)
 RF0799
 RF0799'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941
 RF0799'FOUND WITH IRON SHAFT BROKEN OFF EVEN WITH TOP OF CONCRETE BASE,
 RF0799'SMALL CONCRETE TOP ADDED TO BASE AND SHAFT RESET.
 RF0799
 RF0799                          STATION RECOVERY (1977)
 RF0799
 RF0799'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 RF0799'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0800 ***********************************************************************
 RF0800  DESIGNATION -  MON 275 IBC
 RF0800  PID         -  RF0800
 RF0800  STATE/COUNTY-  ME/AROOSTOOK
 RF0800  USGS QUAD   -  BURNTLAND POND (1986)
 RF0800
 RF0800                         *CURRENT SURVEY CONTROL
 RF0800  ___________________________________________________________________
 RF0800* NAD 83(1996)-  46 41 48.77927(N)    069 59 44.79599(W)     ADJUSTED  
 RF0800* NAVD 88     -       359.     (meters)    1178.     (feet)  SCALED    
 RF0800  ___________________________________________________________________
 RF0800  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 RF0800  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 RF0800
 RF0800  HORZ ORDER  -  THIRD
 RF0800
 RF0800.The horizontal coordinates were established by classical geodetic methods
 RF0800.and adjusted by the National Geodetic Survey in March 1998..
 RF0800
 RF0800.The orthometric height was scaled from a topographic map.
 RF0800
 RF0800.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0800
 RF0800.The geoid height was determined by GEOID03.
 RF0800
 RF0800;                    North         East     Units Scale Factor Converg.
 RF0800;SPC ME E     -   337,817.189   185,607.624   MT  1.00006079   -1 05 19.1
 RF0800;UTM  19      - 5,171,962.196   423,868.648   MT  0.99967124   -0 43 28.9
 RF0800
 RF0800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0800!SPC ME E     -   0.99994790  x   1.00006079  =   1.00000869
 RF0800!UTM  19      -   0.99994790  x   0.99967124  =   0.99961916
 RF0800
 RF0800                          SUPERSEDED SURVEY CONTROL
 RF0800
 RF0800  NAD 83(1992)-  46 41 48.77123(N)    069 59 44.74359(W) AD(       ) 3
 RF0800  NAD 83(1986)-  46 41 48.78441(N)    069 59 44.75657(W) AD(       ) 3
 RF0800  NAD 27      -  46 41 48.68000(N)    069 59 46.52000(W) AD(       ) 3
 RF0800
 RF0800.Superseded values are not recommended for survey control.
 RF0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0800.See file dsdata.txt to determine how the superseded data were derived.
 RF0800
 RF0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM2386971962(NAD 83)
 RF0800_MARKER: Z = SEE DESCRIPTION
 RF0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0800_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RF0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0800+STABILITY: SURFACE MOTION
 RF0800
 RF0800  HISTORY     - Date     Condition        Report By
 RF0800  HISTORY     - 1845     MONUMENTED       IBC
 RF0800  HISTORY     - 1941     POOR             IBC
 RF0800  HISTORY     - 1961     POOR             IBC
 RF0800  HISTORY     - 1964     SEE DESCRIPTION  IBC
 RF0800  HISTORY     - 1977     GOOD             IBC
 RF0800
 RF0800                          STATION DESCRIPTION
 RF0800
 RF0800'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RF0800'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 RF0800'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 RF0800'CONCRETE BASE.  THE NUMBER OF THE
 RF0800'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 RF0800'INSCRIBED IN THE CONCRETE BASE.
 RF0800
 RF0800                          STATION RECOVERY (1941)
 RF0800
 RF0800'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941
 RF0800'FOUND WITH CORNER BROKEN OFF TOP, REPAIRED WITH CEMENT MORTAR.
 RF0800
 RF0800                          STATION RECOVERY (1961)
 RF0800
 RF0800'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1961
 RF0800'SHAFT BROKEN, REPLACED IN POSITION.
 RF0800
 RF0800                          STATION RECOVERY (1964)
 RF0800
 RF0800'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1964
 RF0800'CAST - IRON SHAFT REPLACED BY A LINE TABLET SET FLUSH WITH THE BASE.
 RF0800
 RF0800                          STATION RECOVERY (1977)
 RF0800
 RF0800'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 RF0800'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0806 ***********************************************************************
 RF0806  DESIGNATION -  MON 276 A IBC
 RF0806  PID         -  RF0806
 RF0806  STATE/COUNTY-  ME/AROOSTOOK
 RF0806  USGS QUAD   -  BURNTLAND POND (1986)
 RF0806
 RF0806                         *CURRENT SURVEY CONTROL
 RF0806  ___________________________________________________________________
 RF0806* NAD 83(1996)-  46 41 43.87324(N)    069 59 49.66638(W)     ADJUSTED  
 RF0806* NAVD 88     -       357.     (meters)    1171.     (feet)  SCALED    
 RF0806  ___________________________________________________________________
 RF0806  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 RF0806  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 RF0806
 RF0806  HORZ ORDER  -  THIRD
 RF0806
 RF0806.The horizontal coordinates were established by classical geodetic methods
 RF0806.and adjusted by the National Geodetic Survey in March 1998..
 RF0806
 RF0806.The orthometric height was scaled from a topographic map.
 RF0806
 RF0806.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0806
 RF0806.The geoid height was determined by GEOID03.
 RF0806
 RF0806;                    North         East     Units Scale Factor Converg.
 RF0806;SPC ME E     -   337,667.680   185,501.280   MT  1.00006109   -1 05 22.6
 RF0806;UTM  19      - 5,171,812.073   423,763.297   MT  0.99967144   -0 43 32.4
 RF0806
 RF0806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0806!SPC ME E     -   0.99994822  x   1.00006109  =   1.00000930
 RF0806!UTM  19      -   0.99994822  x   0.99967144  =   0.99961967
 RF0806
 RF0806|---------------------------------------------------------------------|
 RF0806| PID    Reference Object                     Distance      Geod. Az  |
 RF0806|                                                           dddmmss.s |
 RF0806| RF0805 MON 276 IBC                           2.996 METERS 03420     |
 RF0806| RF0798 MON 273 IBC                         APPROX. 0.9 KM 0342004.8 |
 RF0806|---------------------------------------------------------------------|
 RF0806
 RF0806                          SUPERSEDED SURVEY CONTROL
 RF0806
 RF0806  NAD 83(1992)-  46 41 43.86495(N)    069 59 49.61375(W) AD(       ) 3
 RF0806  NAD 83(1986)-  46 41 43.87816(N)    069 59 49.62682(W) AD(       ) 3
 RF0806  NAD 27      -  46 41 43.77400(N)    069 59 51.39000(W) AD(       ) 3
 RF0806
 RF0806.Superseded values are not recommended for survey control.
 RF0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0806.See file dsdata.txt to determine how the superseded data were derived.
 RF0806
 RF0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM2376371812(NAD 83)
 RF0806_MARKER: Z = SEE DESCRIPTION
 RF0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0806_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RF0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0806+STABILITY: SURFACE MOTION
 RF0806
 RF0806  HISTORY     - Date     Condition        Report By
 RF0806  HISTORY     - 1913     MONUMENTED       IBC
 RF0806  HISTORY     - 1977     GOOD             IBC
 RF0806
 RF0806                          STATION DESCRIPTION
 RF0806
 RF0806'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1913 (JBB)
 RF0806'THE STATION MARK IS A SMALL CONCRETE OR GRANITE MONUMENT CONSISTING
 RF0806'OF AN 8 - 18 INCH TALL OBELISK PROJECTING ABOVE A SQUARE CONCRETE
 RF0806'BLOCK.  ---CANADA,--- ---U.S.--- ---TREATY 1842---AND THE NUMBER OF
 RF0806'THE MONUMENT AND THE YEAR IT WAS MONUMENTED ARE INSCRIBED ON THE
 RF0806'SIDES OF THE CONCRETE BLOCK.
 RF0806
 RF0806                          STATION RECOVERY (1977)
 RF0806
 RF0806'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 RF0806'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0805 ***********************************************************************
 RF0805  DESIGNATION -  MON 276 IBC
 RF0805  PID         -  RF0805
 RF0805  STATE/COUNTY-  ME/AROOSTOOK
 RF0805  USGS QUAD   -  BURNTLAND POND (1986)
 RF0805
 RF0805                         *CURRENT SURVEY CONTROL
 RF0805  ___________________________________________________________________
 RF0805* NAD 83(1996)-  46 41 43.95336(N)    069 59 49.58686(W)     ADJUSTED  
 RF0805* NAVD 88     -       357.     (meters)    1171.     (feet)  SCALED    
 RF0805  ___________________________________________________________________
 RF0805  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 RF0805  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 RF0805
 RF0805  HORZ ORDER  -  THIRD
 RF0805
 RF0805.The horizontal coordinates were established by classical geodetic methods
 RF0805.and adjusted by the National Geodetic Survey in March 1998..
 RF0805
 RF0805.The orthometric height was scaled from a topographic map.
 RF0805
 RF0805.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0805
 RF0805.The geoid height was determined by GEOID03.
 RF0805
 RF0805;                    North         East     Units Scale Factor Converg.
 RF0805;SPC ME E     -   337,670.122   185,503.016   MT  1.00006109   -1 05 22.5
 RF0805;UTM  19      - 5,171,814.525   423,765.017   MT  0.99967143   -0 43 32.3
 RF0805
 RF0805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0805!SPC ME E     -   0.99994822  x   1.00006109  =   1.00000930
 RF0805!UTM  19      -   0.99994822  x   0.99967143  =   0.99961966
 RF0805
 RF0805                          SUPERSEDED SURVEY CONTROL
 RF0805
 RF0805  NAD 83(1992)-  46 41 43.94522(N)    069 59 49.53407(W) AD(       ) 3
 RF0805  NAD 83(1986)-  46 41 43.95841(N)    069 59 49.54716(W) AD(       ) 3
 RF0805  NAD 27      -  46 41 43.85400(N)    069 59 51.31000(W) AD(       ) 3
 RF0805
 RF0805.Superseded values are not recommended for survey control.
 RF0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0805.See file dsdata.txt to determine how the superseded data were derived.
 RF0805
 RF0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM2376571815(NAD 83)
 RF0805_MARKER: Z = SEE DESCRIPTION
 RF0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0805_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RF0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0805+STABILITY: SURFACE MOTION
 RF0805
 RF0805  HISTORY     - Date     Condition        Report By
 RF0805  HISTORY     - 1845     MONUMENTED       IBC
 RF0805  HISTORY     - 1977     GOOD             IBC
 RF0805
 RF0805                          STATION DESCRIPTION
 RF0805
 RF0805'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RF0805'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 RF0805'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 RF0805'CONCRETE BASE.  THE NUMBER OF THE
 RF0805'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 RF0805'INSCRIBED IN THE CONCRETE BASE.
 RF0805
 RF0805                          STATION RECOVERY (1977)
 RF0805
 RF0805'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 RF0805'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0801 ***********************************************************************
 RF0801  DESIGNATION -  MON 277 IBC
 RF0801  PID         -  RF0801
 RF0801  STATE/COUNTY-  ME/AROOSTOOK
 RF0801  USGS QUAD   -  BURNTLAND POND (1986)
 RF0801
 RF0801                         *CURRENT SURVEY CONTROL
 RF0801  ___________________________________________________________________
 RF0801* NAD 83(1996)-  46 41 21.00926(N)    069 59 54.56635(W)     ADJUSTED  
 RF0801* NAVD 88     -       357.     (meters)    1171.     (feet)  SCALED    
 RF0801  ___________________________________________________________________
 RF0801  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 RF0801  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 RF0801
 RF0801  HORZ ORDER  -  THIRD
 RF0801
 RF0801.The horizontal coordinates were established by classical geodetic methods
 RF0801.and adjusted by the National Geodetic Survey in March 1998..
 RF0801
 RF0801.The orthometric height was scaled from a topographic map.
 RF0801
 RF0801.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0801
 RF0801.The geoid height was determined by GEOID03.
 RF0801
 RF0801;                    North         East     Units Scale Factor Converg.
 RF0801;SPC ME E     -   336,963.726   185,383.747   MT  1.00006142   -1 05 25.7
 RF0801;UTM  19      - 5,171,107.661   423,650.282   MT  0.99967165   -0 43 35.7
 RF0801
 RF0801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0801!SPC ME E     -   0.99994822  x   1.00006142  =   1.00000963
 RF0801!UTM  19      -   0.99994822  x   0.99967165  =   0.99961988
 RF0801
 RF0801:                Primary Azimuth Mark                     Grid Az
 RF0801:SPC ME E     -  MON 276 A IBC                            009 28 43.0
 RF0801:UTM  19      -  MON 276 A IBC                            009 06 53.0
 RF0801
 RF0801|---------------------------------------------------------------------|
 RF0801| PID    Reference Object                     Distance      Geod. Az  |
 RF0801|                                                           dddmmss.s |
 RF0801| RF0806 MON 276 A IBC                       APPROX. 0.7 KM 0082317.3 |
 RF0801| RF0802 MON 278 IBC                          91.802 METERS 18823     |
 RF0801|---------------------------------------------------------------------|
 RF0801
 RF0801                          SUPERSEDED SURVEY CONTROL
 RF0801
 RF0801  NAD 83(1992)-  46 41 21.00119(N)    069 59 54.51274(W) AD(       ) 3
 RF0801  NAD 83(1986)-  46 41 21.01437(N)    069 59 54.52611(W) AD(       ) 3
 RF0801  NAD 27      -  46 41 20.90000(N)    069 59 56.29100(W) AD(       ) 3
 RF0801
 RF0801.Superseded values are not recommended for survey control.
 RF0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0801.See file dsdata.txt to determine how the superseded data were derived.
 RF0801
 RF0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM2365071108(NAD 83)
 RF0801_MARKER: Z = SEE DESCRIPTION
 RF0801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0801_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RF0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0801+STABILITY: SURFACE MOTION
 RF0801
 RF0801  HISTORY     - Date     Condition        Report By
 RF0801  HISTORY     - 1845     MONUMENTED       IBC
 RF0801  HISTORY     - 1977     GOOD             IBC
 RF0801
 RF0801                          STATION DESCRIPTION
 RF0801
 RF0801'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RF0801'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 RF0801'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 RF0801'CONCRETE BASE.  THE NUMBER OF THE
 RF0801'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 RF0801'INSCRIBED IN THE CONCRETE BASE.
 RF0801
 RF0801                          STATION RECOVERY (1977)
 RF0801
 RF0801'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 RF0801'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0802 ***********************************************************************
 RF0802  DESIGNATION -  MON 278 IBC
 RF0802  PID         -  RF0802
 RF0802  STATE/COUNTY-  ME/AROOSTOOK
 RF0802  USGS QUAD   -  BURNTLAND POND (1986)
 RF0802
 RF0802                         *CURRENT SURVEY CONTROL
 RF0802  ___________________________________________________________________
 RF0802* NAD 83(1996)-  46 41 18.06812(N)    069 59 55.19649(W)     ADJUSTED  
 RF0802* NAVD 88     -       358.     (meters)    1175.     (feet)  SCALED    
 RF0802  ___________________________________________________________________
 RF0802  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 RF0802  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 RF0802
 RF0802  HORZ ORDER  -  THIRD
 RF0802
 RF0802.The horizontal coordinates were established by classical geodetic methods
 RF0802.and adjusted by the National Geodetic Survey in March 1998..
 RF0802
 RF0802.The orthometric height was scaled from a topographic map.
 RF0802
 RF0802.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0802
 RF0802.The geoid height was determined by GEOID03.
 RF0802
 RF0802;                    North         East     Units Scale Factor Converg.
 RF0802;SPC ME E     -   336,873.172   185,368.631   MT  1.00006146   -1 05 26.2
 RF0802;UTM  19      - 5,171,017.048   423,635.747   MT  0.99967168   -0 43 36.1
 RF0802
 RF0802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0802!SPC ME E     -   0.99994806  x   1.00006146  =   1.00000952
 RF0802!UTM  19      -   0.99994806  x   0.99967168  =   0.99961976
 RF0802
 RF0802                          SUPERSEDED SURVEY CONTROL
 RF0802
 RF0802  NAD 83(1992)-  46 41 18.06008(N)    069 59 55.14284(W) AD(       ) 3
 RF0802  NAD 83(1986)-  46 41 18.07322(N)    069 59 55.15626(W) AD(       ) 3
 RF0802  NAD 27      -  46 41 17.95900(N)    069 59 56.92100(W) AD(       ) 3
 RF0802
 RF0802.Superseded values are not recommended for survey control.
 RF0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0802.See file dsdata.txt to determine how the superseded data were derived.
 RF0802
 RF0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM2363671017(NAD 83)
 RF0802_MARKER: Z = SEE DESCRIPTION
 RF0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0802_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RF0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0802+STABILITY: SURFACE MOTION
 RF0802
 RF0802  HISTORY     - Date     Condition        Report By
 RF0802  HISTORY     - 1845     MONUMENTED       IBC
 RF0802  HISTORY     - 1977     GOOD             IBC
 RF0802
 RF0802                          STATION DESCRIPTION
 RF0802
 RF0802'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RF0802'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 RF0802'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 RF0802'CONCRETE BASE.  THE NUMBER OF THE
 RF0802'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 RF0802'INSCRIBED IN THE CONCRETE BASE.
 RF0802
 RF0802                          STATION RECOVERY (1977)
 RF0802
 RF0802'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 RF0802'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0803 ***********************************************************************
 RF0803  DESIGNATION -  MON 279 IBC
 RF0803  PID         -  RF0803
 RF0803  STATE/COUNTY-  ME/AROOSTOOK
 RF0803  USGS QUAD   -  BURNTLAND POND (1986)
 RF0803
 RF0803                         *CURRENT SURVEY CONTROL
 RF0803  ___________________________________________________________________
 RF0803* NAD 83(1996)-  46 41 15.12266(N)    069 59 55.82743(W)     ADJUSTED  
 RF0803* NAVD 88     -       358.     (meters)    1175.     (feet)  SCALED    
 RF0803  ___________________________________________________________________
 RF0803  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 RF0803  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 RF0803
 RF0803  HORZ ORDER  -  THIRD
 RF0803
 RF0803.The horizontal coordinates were established by classical geodetic methods
 RF0803.and adjusted by the National Geodetic Survey in March 1998..
 RF0803
 RF0803.The orthometric height was scaled from a topographic map.
 RF0803
 RF0803.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0803
 RF0803.The geoid height was determined by GEOID03.
 RF0803
 RF0803;                    North         East     Units Scale Factor Converg.
 RF0803;SPC ME E     -   336,782.485   185,353.494   MT  1.00006151   -1 05 26.6
 RF0803;UTM  19      - 5,170,926.302   423,621.192   MT  0.99967170   -0 43 36.5
 RF0803
 RF0803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0803!SPC ME E     -   0.99994806  x   1.00006151  =   1.00000957
 RF0803!UTM  19      -   0.99994806  x   0.99967170  =   0.99961978
 RF0803
 RF0803                          SUPERSEDED SURVEY CONTROL
 RF0803
 RF0803  NAD 83(1992)-  46 41 15.11467(N)    069 59 55.77387(W) AD(       ) 3
 RF0803  NAD 83(1986)-  46 41 15.12777(N)    069 59 55.78730(W) AD(       ) 3
 RF0803  NAD 27      -  46 41 15.01300(N)    069 59 57.55200(W) AD(       ) 3
 RF0803
 RF0803.Superseded values are not recommended for survey control.
 RF0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0803.See file dsdata.txt to determine how the superseded data were derived.
 RF0803
 RF0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM2362170926(NAD 83)
 RF0803_MARKER: Z = SEE DESCRIPTION
 RF0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0803_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RF0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0803+STABILITY: SURFACE MOTION
 RF0803
 RF0803  HISTORY     - Date     Condition        Report By
 RF0803  HISTORY     - 1845     MONUMENTED       IBC
 RF0803  HISTORY     - 1977     GOOD             IBC
 RF0803
 RF0803                          STATION DESCRIPTION
 RF0803
 RF0803'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RF0803'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 RF0803'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 RF0803'CONCRETE BASE.  THE NUMBER OF THE
 RF0803'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 RF0803'INSCRIBED IN THE CONCRETE BASE.
 RF0803
 RF0803                          STATION RECOVERY (1977)
 RF0803
 RF0803'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 RF0803'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0804 ***********************************************************************
 RF0804  DESIGNATION -  MON 280 IBC
 RF0804  PID         -  RF0804
 RF0804  STATE/COUNTY-  ME/AROOSTOOK
 RF0804  USGS QUAD   -  BURNTLAND POND (1986)
 RF0804
 RF0804                         *CURRENT SURVEY CONTROL
 RF0804  ___________________________________________________________________
 RF0804* NAD 83(1996)-  46 41 09.25298(N)    069 59 57.08455(W)     ADJUSTED  
 RF0804* NAVD 88     -       359.     (meters)    1178.     (feet)  SCALED    
 RF0804  ___________________________________________________________________
 RF0804  LAPLACE CORR-           1.77  (seconds)                    DEFLEC99
 RF0804  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 RF0804
 RF0804  HORZ ORDER  -  THIRD
 RF0804
 RF0804.The horizontal coordinates were established by classical geodetic methods
 RF0804.and adjusted by the National Geodetic Survey in March 1998..
 RF0804
 RF0804.The orthometric height was scaled from a topographic map.
 RF0804
 RF0804.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0804
 RF0804.The geoid height was determined by GEOID03.
 RF0804
 RF0804;                    North         East     Units Scale Factor Converg.
 RF0804;SPC ME E     -   336,601.765   185,323.333   MT  1.00006159   -1 05 27.4
 RF0804;UTM  19      - 5,170,745.465   423,592.190   MT  0.99967176   -0 43 37.4
 RF0804
 RF0804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0804!SPC ME E     -   0.99994790  x   1.00006159  =   1.00000949
 RF0804!UTM  19      -   0.99994790  x   0.99967176  =   0.99961968
 RF0804
 RF0804|---------------------------------------------------------------------|
 RF0804| PID    Reference Object                     Distance      Geod. Az  |
 RF0804|                                                           dddmmss.s |
 RF0804| RF0803 MON 279 IBC                         183.208 METERS 00823     |
 RF0804| RG0077 MON 281 IBC                         APPROX. 1.3 KM 1882300.2 |
 RF0804|---------------------------------------------------------------------|
 RF0804
 RF0804                          SUPERSEDED SURVEY CONTROL
 RF0804
 RF0804  NAD 83(1992)-  46 41 09.24510(N)    069 59 57.03131(W) AD(       ) 3
 RF0804  NAD 83(1986)-  46 41 09.25816(N)    069 59 57.04475(W) AD(       ) 3
 RF0804  NAD 27      -  46 41 09.14400(N)    069 59 58.80900(W) AD(       ) 3
 RF0804
 RF0804.Superseded values are not recommended for survey control.
 RF0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0804.See file dsdata.txt to determine how the superseded data were derived.
 RF0804
 RF0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM2359270745(NAD 83)
 RF0804_MARKER: Z = SEE DESCRIPTION
 RF0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0804_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RF0804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0804+STABILITY: SURFACE MOTION
 RF0804
 RF0804  HISTORY     - Date     Condition        Report By
 RF0804  HISTORY     - 1845     MONUMENTED       IBC
 RF0804  HISTORY     - 1941     POOR             IBC
 RF0804  HISTORY     - 1977     GOOD             IBC
 RF0804
 RF0804                          STATION DESCRIPTION
 RF0804
 RF0804'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RF0804'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 RF0804'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 RF0804'CONCRETE BASE.  THE NUMBER OF THE
 RF0804'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 RF0804'INSCRIBED IN THE CONCRETE BASE.
 RF0804
 RF0804                          STATION RECOVERY (1941)
 RF0804
 RF0804'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941
 RF0804'FOUND WITH TOP OF CORNER OF BASE BROKEN OFF.  REPAIRED WITH CEMENT
 RF0804'MORTAR.
 RF0804
 RF0804                          STATION RECOVERY (1977)
 RF0804
 RF0804'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 RF0804'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0078 ***********************************************************************
 RG0078  DESIGNATION -  MON 281 A IBC
 RG0078  PID         -  RG0078
 RG0078  STATE/COUNTY-  ME/AROOSTOOK
 RG0078  USGS QUAD   -  DAAQUAM (1987)
 RG0078
 RG0078                         *CURRENT SURVEY CONTROL
 RG0078  ___________________________________________________________________
 RG0078* NAD 83(1996)-  46 40 21.65004(N)    070 00 07.27615(W)     ADJUSTED  
 RG0078* NAVD 88     -       379.     (meters)    1243.     (feet)  SCALED    
 RG0078  ___________________________________________________________________
 RG0078  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 RG0078  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 RG0078
 RG0078  HORZ ORDER  -  THIRD
 RG0078
 RG0078.The horizontal coordinates were established by classical geodetic methods
 RG0078.and adjusted by the National Geodetic Survey in March 1998..
 RG0078
 RG0078.The orthometric height was scaled from a topographic map.
 RG0078
 RG0078.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0078
 RG0078.The geoid height was determined by GEOID03.
 RG0078
 RG0078;                    North         East     Units Scale Factor Converg.
 RG0078;SPC ME E     -   335,136.135   185,078.747   MT  1.00006228   -1 05 33.9
 RG0078;UTM  19      - 5,169,278.883   423,357.009   MT  0.99967220   -0 43 44.2
 RG0078
 RG0078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0078!SPC ME E     -   0.99994477  x   1.00006228  =   1.00000704
 RG0078!UTM  19      -   0.99994477  x   0.99967220  =   0.99961698
 RG0078
 RG0078:                Primary Azimuth Mark                     Grid Az
 RG0078:SPC ME E     -  MON 276 A IBC                            009 28 31.8
 RG0078:UTM  19      -  MON 276 A IBC                            009 06 42.1
 RG0078
 RG0078|---------------------------------------------------------------------|
 RG0078| PID    Reference Object                     Distance      Geod. Az  |
 RG0078|                                                           dddmmss.s |
 RG0078| RF0806 MON 276 A IBC                       APPROX. 2.6 KM 0082257.9 |
 RG0078| RG0077 MON 281 IBC                         147.864 METERS 00823     |
 RG0078|---------------------------------------------------------------------|
 RG0078
 RG0078                          SUPERSEDED SURVEY CONTROL
 RG0078
 RG0078  NAD 83(1992)-  46 40 21.64318(N)    070 00 07.22631(W) AD(       ) 3
 RG0078  NAD 83(1986)-  46 40 21.65610(N)    070 00 07.23969(W) AD(       ) 3
 RG0078  NAD 27      -  46 40 21.54300(N)    070 00 09.00300(W) AD(       ) 3
 RG0078
 RG0078.Superseded values are not recommended for survey control.
 RG0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0078.See file dsdata.txt to determine how the superseded data were derived.
 RG0078
 RG0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM2335769279(NAD 83)
 RG0078_MARKER: Z = SEE DESCRIPTION
 RG0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RG0078_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RG0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RG0078+STABILITY: SURFACE MOTION
 RG0078
 RG0078  HISTORY     - Date     Condition        Report By
 RG0078  HISTORY     - 1913     MONUMENTED       IBC
 RG0078  HISTORY     - 1964     POOR             IBC
 RG0078  HISTORY     - 1977     GOOD             IBC
 RG0078
 RG0078                          STATION DESCRIPTION
 RG0078
 RG0078'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1913 (JBB)
 RG0078'THE STATION MARK IS A SMALL CONCRETE OR GRANITE MONUMENT CONSISTING
 RG0078'OF AN 8 - 18 INCH TALL OBELISK PROJECTING ABOVE A SQUARE CONCRETE
 RG0078'BLOCK.  ---CANADA,--- ---U.S.--- ---TREATY 1842---AND THE NUMBER OF
 RG0078'THE MONUMENT AND THE YEAR IT WAS MONUMENTED ARE INSCRIBED ON THE
 RG0078'SIDES OF THE CONCRETE BLOCK.
 RG0078
 RG0078                          STATION RECOVERY (1964)
 RG0078
 RG0078'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1964
 RG0078'NEW CONCRETE POST RECAST AND RESET IN BASE.
 RG0078
 RG0078                          STATION RECOVERY (1977)
 RG0078
 RG0078'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 RG0078'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0077 ***********************************************************************
 RG0077  DESIGNATION -  MON 281 IBC
 RG0077  PID         -  RG0077
 RG0077  STATE/COUNTY-  ME/AROOSTOOK
 RG0077  USGS QUAD   -  DAAQUAM (1987)
 RG0077
 RG0077                         *CURRENT SURVEY CONTROL
 RG0077  ___________________________________________________________________
 RG0077* NAD 83(1996)-  46 40 26.38739(N)    070 00 06.26208(W)     ADJUSTED  
 RG0077* NAVD 88     -       376.     (meters)    1234.     (feet)  SCALED    
 RG0077  ___________________________________________________________________
 RG0077  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 RG0077  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 RG0077
 RG0077  HORZ ORDER  -  THIRD
 RG0077
 RG0077.The horizontal coordinates were established by classical geodetic methods
 RG0077.and adjusted by the National Geodetic Survey in March 1998..
 RG0077
 RG0077.The orthometric height was scaled from a topographic map.
 RG0077
 RG0077.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0077
 RG0077.The geoid height was determined by GEOID03.
 RG0077
 RG0077;                    North         East     Units Scale Factor Converg.
 RG0077;SPC ME E     -   335,281.991   185,103.089   MT  1.00006221   -1 05 33.3
 RG0077;UTM  19      - 5,169,424.834   423,380.415   MT  0.99967216   -0 43 43.5
 RG0077
 RG0077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0077!SPC ME E     -   0.99994524  x   1.00006221  =   1.00000744
 RG0077!UTM  19      -   0.99994524  x   0.99967216  =   0.99961741
 RG0077
 RG0077:                Primary Azimuth Mark                     Grid Az
 RG0077:SPC ME E     -  MON 280 IBC                              009 28 26.8
 RG0077:UTM  19      -  MON 280 IBC                              009 06 37.0
 RG0077
 RG0077|---------------------------------------------------------------------|
 RG0077| PID    Reference Object                     Distance      Geod. Az  |
 RG0077|                                                           dddmmss.s |
 RG0077| RF0804 MON 280 IBC                         APPROX. 1.3 KM 0082253.5 |
 RG0077| RG0078 MON 281 A IBC                       147.864 METERS 18823     |
 RG0077|---------------------------------------------------------------------|
 RG0077
 RG0077                          SUPERSEDED SURVEY CONTROL
 RG0077
 RG0077  NAD 83(1992)-  46 40 26.38044(N)    070 00 06.21196(W) AD(       ) 3
 RG0077  NAD 83(1986)-  46 40 26.39340(N)    070 00 06.22533(W) AD(       ) 3
 RG0077  NAD 27      -  46 40 26.28000(N)    070 00 07.98800(W) AD(       ) 3
 RG0077
 RG0077.Superseded values are not recommended for survey control.
 RG0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0077.See file dsdata.txt to determine how the superseded data were derived.
 RG0077
 RG0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM2338069425(NAD 83)
 RG0077_MARKER: Z = SEE DESCRIPTION
 RG0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RG0077_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RG0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RG0077+STABILITY: SURFACE MOTION
 RG0077
 RG0077  HISTORY     - Date     Condition        Report By
 RG0077  HISTORY     - 1845     MONUMENTED       IBC
 RG0077  HISTORY     - 1977     GOOD             IBC
 RG0077
 RG0077                          STATION DESCRIPTION
 RG0077
 RG0077'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RG0077'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 RG0077'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 RG0077'CONCRETE BASE.  THE NUMBER OF THE
 RG0077'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 RG0077'INSCRIBED IN THE CONCRETE BASE.
 RG0077
 RG0077                          STATION RECOVERY (1977)
 RG0077
 RG0077'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 RG0077'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0079 ***********************************************************************
 RG0079  DESIGNATION -  MON 282 IBC
 RG0079  PID         -  RG0079
 RG0079  STATE/COUNTY-  ME/AROOSTOOK
 RG0079  USGS QUAD   -  DAAQUAM (1987)
 RG0079
 RG0079                         *CURRENT SURVEY CONTROL
 RG0079  ___________________________________________________________________
 RG0079* NAD 83(1996)-  46 39 34.70928(N)    070 00 17.31940(W)     ADJUSTED  
 RG0079* NAVD 88     -       369.     (meters)    1211.     (feet)  SCALED    
 RG0079  ___________________________________________________________________
 RG0079  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 RG0079  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 RG0079
 RG0079  HORZ ORDER  -  THIRD
 RG0079
 RG0079.The horizontal coordinates were established by classical geodetic methods
 RG0079.and adjusted by the National Geodetic Survey in March 1998..
 RG0079
 RG0079.The orthometric height was scaled from a topographic map.
 RG0079
 RG0079.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0079
 RG0079.The geoid height was determined by GEOID03.
 RG0079
 RG0079;                    North         East     Units Scale Factor Converg.
 RG0079;SPC ME E     -   333,690.900   184,837.607   MT  1.00006296   -1 05 40.4
 RG0079;UTM  19      - 5,167,832.711   423,125.140   MT  0.99967264   -0 43 51.0
 RG0079
 RG0079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0079!SPC ME E     -   0.99994633  x   1.00006296  =   1.00000929
 RG0079!UTM  19      -   0.99994633  x   0.99967264  =   0.99961899
 RG0079
 RG0079:                Primary Azimuth Mark                     Grid Az
 RG0079:SPC ME E     -  MON 281 A IBC                            009 28 21.2
 RG0079:UTM  19      -  MON 281 A IBC                            009 06 31.8
 RG0079
 RG0079|---------------------------------------------------------------------|
 RG0079| PID    Reference Object                     Distance      Geod. Az  |
 RG0079|                                                           dddmmss.s |
 RG0079| RG0078 MON 281 A IBC                       APPROX. 1.5 KM 0082240.8 |
 RG0079|---------------------------------------------------------------------|
 RG0079
 RG0079                          SUPERSEDED SURVEY CONTROL
 RG0079
 RG0079  NAD 83(1992)-  46 39 34.70340(N)    070 00 17.27258(W) AD(       ) 3
 RG0079  NAD 83(1986)-  46 39 34.71623(N)    070 00 17.28594(W) AD(       ) 3
 RG0079  NAD 27      -  46 39 34.60300(N)    070 00 19.04900(W) AD(       ) 3
 RG0079
 RG0079.Superseded values are not recommended for survey control.
 RG0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0079.See file dsdata.txt to determine how the superseded data were derived.
 RG0079
 RG0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM2312567833(NAD 83)
 RG0079_MARKER: Z = SEE DESCRIPTION
 RG0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RG0079_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RG0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RG0079+STABILITY: SURFACE MOTION
 RG0079
 RG0079  HISTORY     - Date     Condition        Report By
 RG0079  HISTORY     - 1845     MONUMENTED       IBC
 RG0079  HISTORY     - 1977     GOOD             IBC
 RG0079
 RG0079                          STATION DESCRIPTION
 RG0079
 RG0079'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RG0079'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 RG0079'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 RG0079'CONCRETE BASE.  THE NUMBER OF THE
 RG0079'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 RG0079'INSCRIBED IN THE CONCRETE BASE.
 RG0079
 RG0079                          STATION RECOVERY (1977)
 RG0079
 RG0079'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 RG0079'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0081 ***********************************************************************
 RG0081  DESIGNATION -  MON 283 A IBC
 RG0081  PID         -  RG0081
 RG0081  STATE/COUNTY-  ME/AROOSTOOK
 RG0081  USGS QUAD   -  DAAQUAM (1987)
 RG0081
 RG0081                         *CURRENT SURVEY CONTROL
 RG0081  ___________________________________________________________________
 RG0081* NAD 83(1996)-  46 38 37.05528(N)    070 00 29.64256(W)     ADJUSTED  
 RG0081* NAVD 88     -       389.     (meters)    1276.     (feet)  SCALED    
 RG0081  ___________________________________________________________________
 RG0081  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 RG0081  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 RG0081
 RG0081  HORZ ORDER  -  THIRD
 RG0081
 RG0081.The horizontal coordinates were established by classical geodetic methods
 RG0081.and adjusted by the National Geodetic Survey in March 1998..
 RG0081
 RG0081.The orthometric height was scaled from a topographic map.
 RG0081
 RG0081.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0081
 RG0081.The geoid height was determined by GEOID03.
 RG0081
 RG0081;                    North         East     Units Scale Factor Converg.
 RG0081;SPC ME E     -   331,915.832   184,541.560   MT  1.00006380   -1 05 48.3
 RG0081;SPC ME W     -   423,423.283   912,129.232   MT  0.99996847   +0 06 54.7
 RG0081;UTM  19      - 5,166,056.493   422,840.476   MT  0.99967318   -0 43 59.2
 RG0081
 RG0081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0081!SPC ME E     -   0.99994320  x   1.00006380  =   1.00000699
 RG0081!SPC ME W     -   0.99994320  x   0.99996847  =   0.99991167
 RG0081!UTM  19      -   0.99994320  x   0.99967318  =   0.99961639
 RG0081
 RG0081:                Primary Azimuth Mark                     Grid Az
 RG0081:SPC ME E     -  MON 282 IBC                              009 28 06.8
 RG0081:SPC ME W     -  MON 282 IBC                              008 15 23.8
 RG0081:UTM  19      -  MON 282 IBC                              009 06 17.7
 RG0081
 RG0081|---------------------------------------------------------------------|
 RG0081| PID    Reference Object                     Distance      Geod. Az  |
 RG0081|                                                           dddmmss.s |
 RG0081| RG0079 MON 282 IBC                         APPROX. 1.8 KM 0082218.5 |
 RG0081| RG0080 MON 283 IBC                         186.454 METERS 00822     |
 RG0081|---------------------------------------------------------------------|
 RG0081
 RG0081                          SUPERSEDED SURVEY CONTROL
 RG0081
 RG0081  NAD 83(1992)-  46 38 37.05071(N)    070 00 29.60045(W) AD(       ) 3
 RG0081  NAD 83(1986)-  46 38 37.06338(N)    070 00 29.61367(W) AD(       ) 3
 RG0081  NAD 27      -  46 38 36.95000(N)    070 00 31.37400(W) AD(       ) 3
 RG0081
 RG0081.Superseded values are not recommended for survey control.
 RG0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0081.See file dsdata.txt to determine how the superseded data were derived.
 RG0081
 RG0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM2284066056(NAD 83)
 RG0081_MARKER: Z = SEE DESCRIPTION
 RG0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RG0081_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RG0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RG0081+STABILITY: SURFACE MOTION
 RG0081
 RG0081  HISTORY     - Date     Condition        Report By
 RG0081  HISTORY     - 1913     MONUMENTED       IBC
 RG0081  HISTORY     - 1977     GOOD             IBC
 RG0081
 RG0081                          STATION DESCRIPTION
 RG0081
 RG0081'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1913 (JBB)
 RG0081'THE STATION MARK IS A SMALL CONCRETE OR GRANITE MONUMENT CONSISTING
 RG0081'OF AN 8 - 18 INCH TALL OBELISK PROJECTING ABOVE A SQUARE CONCRETE
 RG0081'BLOCK.  ---CANADA,--- ---U.S.--- ---TREATY 1842---AND THE NUMBER OF
 RG0081'THE MONUMENT AND THE YEAR IT WAS MONUMENTED ARE INSCRIBED ON THE
 RG0081'SIDES OF THE CONCRETE BLOCK.
 RG0081
 RG0081                          STATION RECOVERY (1977)
 RG0081
 RG0081'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 RG0081'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0080 ***********************************************************************
 RG0080  DESIGNATION -  MON 283 IBC
 RG0080  PID         -  RG0080
 RG0080  STATE/COUNTY-  ME/AROOSTOOK
 RG0080  USGS QUAD   -  DAAQUAM (1987)
 RG0080
 RG0080                         *CURRENT SURVEY CONTROL
 RG0080  ___________________________________________________________________
 RG0080* NAD 83(1996)-  46 38 43.02918(N)    070 00 28.36603(W)     ADJUSTED  
 RG0080* NAVD 88     -       385.     (meters)    1263.     (feet)  SCALED    
 RG0080  ___________________________________________________________________
 RG0080  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 RG0080  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 RG0080
 RG0080  HORZ ORDER  -  THIRD
 RG0080
 RG0080.The horizontal coordinates were established by classical geodetic methods
 RG0080.and adjusted by the National Geodetic Survey in March 1998..
 RG0080
 RG0080.The orthometric height was scaled from a topographic map.
 RG0080
 RG0080.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0080
 RG0080.The geoid height was determined by GEOID03.
 RG0080
 RG0080;                    North         East     Units Scale Factor Converg.
 RG0080;SPC ME E     -   332,099.757   184,572.234   MT  1.00006372   -1 05 47.5
 RG0080;SPC ME W     -   423,607.798   912,156.007   MT  0.99996848   +0 06 55.6
 RG0080;UTM  19      - 5,166,240.538   422,869.972   MT  0.99967312   -0 43 58.4
 RG0080
 RG0080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0080!SPC ME E     -   0.99994382  x   1.00006372  =   1.00000754
 RG0080!SPC ME W     -   0.99994382  x   0.99996848  =   0.99991231
 RG0080!UTM  19      -   0.99994382  x   0.99967312  =   0.99961696
 RG0080
 RG0080:                Primary Azimuth Mark                     Grid Az
 RG0080:SPC ME E     -  MON 282 IBC                              009 28 06.9
 RG0080:SPC ME W     -  MON 282 IBC                              008 15 23.8
 RG0080:UTM  19      -  MON 282 IBC                              009 06 17.8
 RG0080
 RG0080|---------------------------------------------------------------------|
 RG0080| PID    Reference Object                     Distance      Geod. Az  |
 RG0080|                                                           dddmmss.s |
 RG0080| RG0079 MON 282 IBC                         APPROX. 1.6 KM 0082219.4 |
 RG0080| RG0081 MON 283 A IBC                       186.454 METERS 18822     |
 RG0080|---------------------------------------------------------------------|
 RG0080
 RG0080                          SUPERSEDED SURVEY CONTROL
 RG0080
 RG0080  NAD 83(1992)-  46 38 43.02448(N)    070 00 28.32342(W) AD(       ) 3
 RG0080  NAD 83(1986)-  46 38 43.03719(N)    070 00 28.33665(W) AD(       ) 3
 RG0080  NAD 27      -  46 38 42.92500(N)    070 00 30.09800(W) AD(       ) 3
 RG0080
 RG0080.Superseded values are not recommended for survey control.
 RG0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0080.See file dsdata.txt to determine how the superseded data were derived.
 RG0080
 RG0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM2287066241(NAD 83)
 RG0080_MARKER: Z = SEE DESCRIPTION
 RG0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RG0080_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RG0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RG0080+STABILITY: SURFACE MOTION
 RG0080
 RG0080  HISTORY     - Date     Condition        Report By
 RG0080  HISTORY     - 1845     MONUMENTED       IBC
 RG0080  HISTORY     - 1977     GOOD             IBC
 RG0080
 RG0080                          STATION DESCRIPTION
 RG0080
 RG0080'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RG0080'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 RG0080'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 RG0080'CONCRETE BASE.  THE NUMBER OF THE
 RG0080'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 RG0080'INSCRIBED IN THE CONCRETE BASE.
 RG0080
 RG0080                          STATION RECOVERY (1977)
 RG0080
 RG0080'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 RG0080'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0082 ***********************************************************************
 RG0082  DESIGNATION -  MON 284 IBC
 RG0082  PID         -  RG0082
 RG0082  STATE/COUNTY-  ME/AROOSTOOK
 RG0082  USGS QUAD   -  DAAQUAM (1987)
 RG0082
 RG0082                         *CURRENT SURVEY CONTROL
 RG0082  ___________________________________________________________________
 RG0082* NAD 83(1996)-  46 37 51.37124(N)    070 00 39.40246(W)     ADJUSTED  
 RG0082* NAVD 88     -       358.     (meters)    1175.     (feet)  SCALED    
 RG0082  ___________________________________________________________________
 RG0082  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 RG0082  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 RG0082
 RG0082  HORZ ORDER  -  THIRD
 RG0082
 RG0082.The horizontal coordinates were established by classical geodetic methods
 RG0082.and adjusted by the National Geodetic Survey in March 1998..
 RG0082
 RG0082.The orthometric height was scaled from a topographic map.
 RG0082
 RG0082.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0082
 RG0082.The geoid height was determined by GEOID03.
 RG0082
 RG0082;                    North         East     Units Scale Factor Converg.
 RG0082;SPC ME E     -   330,509.307   184,306.974   MT  1.00006447   -1 05 54.6
 RG0082;SPC ME W     -   422,012.247   911,924.465   MT  0.99996841   +0 06 47.5
 RG0082;UTM  19      - 5,164,649.059   422,614.910   MT  0.99967361   -0 44 05.8
 RG0082
 RG0082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0082!SPC ME E     -   0.99994805  x   1.00006447  =   1.00001252
 RG0082!SPC ME W     -   0.99994805  x   0.99996841  =   0.99991647
 RG0082!UTM  19      -   0.99994805  x   0.99967361  =   0.99962168
 RG0082
 RG0082:                Primary Azimuth Mark                     Grid Az
 RG0082:SPC ME E     -  MON 283 A IBC                            009 28 07.4
 RG0082:SPC ME W     -  MON 283 A IBC                            008 15 25.3
 RG0082:UTM  19      -  MON 283 A IBC                            009 06 18.6
 RG0082
 RG0082|---------------------------------------------------------------------|
 RG0082| PID    Reference Object                     Distance      Geod. Az  |
 RG0082|                                                           dddmmss.s |
 RG0082| RG0081 MON 283 A IBC                       APPROX. 1.4 KM 0082212.8 |
 RG0082|---------------------------------------------------------------------|
 RG0082
 RG0082                          SUPERSEDED SURVEY CONTROL
 RG0082
 RG0082  NAD 83(1992)-  46 37 51.36773(N)    070 00 39.36446(W) AD(       ) 3
 RG0082  NAD 83(1986)-  46 37 51.38030(N)    070 00 39.37753(W) AD(       ) 3
 RG0082  NAD 27      -  46 37 51.26700(N)    070 00 41.13700(W) AD(       ) 3
 RG0082
 RG0082.Superseded values are not recommended for survey control.
 RG0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0082.See file dsdata.txt to determine how the superseded data were derived.
 RG0082
 RG0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM2261564649(NAD 83)
 RG0082_MARKER: Z = SEE DESCRIPTION
 RG0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RG0082_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RG0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RG0082+STABILITY: SURFACE MOTION
 RG0082
 RG0082  HISTORY     - Date     Condition        Report By
 RG0082  HISTORY     - 1845     MONUMENTED       IBC
 RG0082  HISTORY     - 1977     GOOD             IBC
 RG0082
 RG0082                          STATION DESCRIPTION
 RG0082
 RG0082'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RG0082'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 RG0082'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 RG0082'CONCRETE BASE.  THE NUMBER OF THE
 RG0082'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 RG0082'INSCRIBED IN THE CONCRETE BASE.
 RG0082
 RG0082                          STATION RECOVERY (1977)
 RG0082
 RG0082'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 RG0082'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0088 ***********************************************************************
 RG0088  DESIGNATION -  MON 285 IBC
 RG0088  PID         -  RG0088
 RG0088  STATE/COUNTY-  ME/AROOSTOOK
 RG0088  USGS QUAD   -  DAAQUAM (1987)
 RG0088
 RG0088                         *CURRENT SURVEY CONTROL
 RG0088  ___________________________________________________________________
 RG0088* NAD 83(1996)-  46 37 21.22319(N)    070 00 45.84065(W)     ADJUSTED  
 RG0088* NAVD 88     -       340.     (meters)    1115.     (feet)  SCALED    
 RG0088  ___________________________________________________________________
 RG0088  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 RG0088  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 RG0088
 RG0088  HORZ ORDER  -  THIRD
 RG0088
 RG0088.The horizontal coordinates were established by classical geodetic methods
 RG0088.and adjusted by the National Geodetic Survey in March 1998..
 RG0088
 RG0088.The orthometric height was scaled from a topographic map.
 RG0088
 RG0088.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0088
 RG0088.The geoid height was determined by GEOID03.
 RG0088
 RG0088;                    North         East     Units Scale Factor Converg.
 RG0088;SPC ME E     -   329,581.111   184,152.171   MT  1.00006491   -1 05 58.7
 RG0088;SPC ME W     -   421,081.075   911,789.336   MT  0.99996837   +0 06 42.8
 RG0088;UTM  19      - 5,163,720.262   422,466.057   MT  0.99967389   -0 44 10.1
 RG0088
 RG0088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0088!SPC ME E     -   0.99995088  x   1.00006491  =   1.00001578
 RG0088!SPC ME W     -   0.99995088  x   0.99996837  =   0.99991925
 RG0088!UTM  19      -   0.99995088  x   0.99967389  =   0.99962478
 RG0088
 RG0088:                Primary Azimuth Mark                     Grid Az
 RG0088:SPC ME E     -  MON 284 IBC                              009 28 06.5
 RG0088:SPC ME W     -  MON 284 IBC                              008 15 25.0
 RG0088:UTM  19      -  MON 284 IBC                              009 06 17.9
 RG0088
 RG0088|---------------------------------------------------------------------|
 RG0088| PID    Reference Object                     Distance      Geod. Az  |
 RG0088|                                                           dddmmss.s |
 RG0088| RG0082 MON 284 IBC                         APPROX. 0.9 KM 0082207.8 |
 RG0088| RG0089 MON 286 IBC                          52.368 METERS 18822     |
 RG0088|---------------------------------------------------------------------|
 RG0088
 RG0088                          SUPERSEDED SURVEY CONTROL
 RG0088
 RG0088  NAD 83(1992)-  46 37 21.22039(N)    070 00 45.80548(W) AD(       ) 3
 RG0088  NAD 83(1986)-  46 37 21.23288(N)    070 00 45.81845(W) AD(       ) 3
 RG0088  NAD 27      -  46 37 21.11900(N)    070 00 47.57800(W) AD(       ) 3
 RG0088
 RG0088.Superseded values are not recommended for survey control.
 RG0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0088.See file dsdata.txt to determine how the superseded data were derived.
 RG0088
 RG0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM2246663720(NAD 83)
 RG0088_MARKER: Z = SEE DESCRIPTION
 RG0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RG0088_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RG0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RG0088+STABILITY: SURFACE MOTION
 RG0088
 RG0088  HISTORY     - Date     Condition        Report By
 RG0088  HISTORY     - 1845     MONUMENTED       IBC
 RG0088  HISTORY     - 1964     POOR             IBC
 RG0088  HISTORY     - 1977     GOOD             IBC
 RG0088
 RG0088                          STATION DESCRIPTION
 RG0088
 RG0088'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RG0088'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 RG0088'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 RG0088'CONCRETE BASE.  THE NUMBER OF THE
 RG0088'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 RG0088'INSCRIBED IN THE CONCRETE BASE.
 RG0088
 RG0088                          STATION RECOVERY (1964)
 RG0088
 RG0088'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1964
 RG0088'PLUMBED.
 RG0088
 RG0088                          STATION RECOVERY (1977)
 RG0088
 RG0088'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 RG0088'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0089 ***********************************************************************
 RG0089  DESIGNATION -  MON 286 IBC
 RG0089  PID         -  RG0089
 RG0089  STATE/COUNTY-  ME/AROOSTOOK
 RG0089  USGS QUAD   -  DAAQUAM (1987)
 RG0089
 RG0089                         *CURRENT SURVEY CONTROL
 RG0089  ___________________________________________________________________
 RG0089* NAD 83(1996)-  46 37 19.54531(N)    070 00 46.19891(W)     ADJUSTED  
 RG0089* NAVD 88     -       340.     (meters)    1115.     (feet)  SCALED    
 RG0089  ___________________________________________________________________
 RG0089  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 RG0089  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 RG0089
 RG0089  HORZ ORDER  -  THIRD
 RG0089
 RG0089.The horizontal coordinates were established by classical geodetic methods
 RG0089.and adjusted by the National Geodetic Survey in March 1998..
 RG0089
 RG0089.The orthometric height was scaled from a topographic map.
 RG0089
 RG0089.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0089
 RG0089.The geoid height was determined by GEOID03.
 RG0089
 RG0089;                    North         East     Units Scale Factor Converg.
 RG0089;SPC ME E     -   329,529.453   184,143.556   MT  1.00006494   -1 05 59.0
 RG0089;SPC ME W     -   421,029.251   911,781.815   MT  0.99996837   +0 06 42.5
 RG0089;UTM  19      - 5,163,668.570   422,457.773   MT  0.99967391   -0 44 10.3
 RG0089
 RG0089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0089!SPC ME E     -   0.99995088  x   1.00006494  =   1.00001581
 RG0089!SPC ME W     -   0.99995088  x   0.99996837  =   0.99991925
 RG0089!UTM  19      -   0.99995088  x   0.99967391  =   0.99962480
 RG0089
 RG0089|---------------------------------------------------------------------|
 RG0089| PID    Reference Object                     Distance      Geod. Az  |
 RG0089|                                                           dddmmss.s |
 RG0089| RG0088 MON 285 IBC                          52.368 METERS 00822     |
 RG0089| RG0090 MON 287 IBC                         APPROX. 0.6 KM 1882207.7 |
 RG0089|---------------------------------------------------------------------|
 RG0089
 RG0089                          SUPERSEDED SURVEY CONTROL
 RG0089
 RG0089  NAD 83(1992)-  46 37 19.54256(N)    070 00 46.16390(W) AD(       ) 3
 RG0089  NAD 83(1986)-  46 37 19.55500(N)    070 00 46.17686(W) AD(       ) 3
 RG0089  NAD 27      -  46 37 19.44100(N)    070 00 47.93600(W) AD(       ) 3
 RG0089
 RG0089.Superseded values are not recommended for survey control.
 RG0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0089.See file dsdata.txt to determine how the superseded data were derived.
 RG0089
 RG0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM2245863669(NAD 83)
 RG0089_MARKER: Z = SEE DESCRIPTION
 RG0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RG0089_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RG0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RG0089+STABILITY: SURFACE MOTION
 RG0089
 RG0089  HISTORY     - Date     Condition        Report By
 RG0089  HISTORY     - 1845     MONUMENTED       IBC
 RG0089  HISTORY     - 1977     GOOD             IBC
 RG0089
 RG0089                          STATION DESCRIPTION
 RG0089
 RG0089'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RG0089'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 RG0089'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 RG0089'CONCRETE BASE.  THE NUMBER OF THE
 RG0089'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 RG0089'INSCRIBED IN THE CONCRETE BASE.
 RG0089
 RG0089                          STATION RECOVERY (1977)
 RG0089
 RG0089'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 RG0089'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0091 ***********************************************************************
 RG0091  DESIGNATION -  MON 287 A IBC
 RG0091  PID         -  RG0091
 RG0091  STATE/COUNTY-  ME/AROOSTOOK
 RG0091  USGS QUAD   -  DAAQUAM (1987)
 RG0091
 RG0091                         *CURRENT SURVEY CONTROL
 RG0091  ___________________________________________________________________
 RG0091* NAD 83(1996)-  46 36 49.66844(N)    070 00 52.57713(W)     ADJUSTED  
 RG0091* NAVD 88     -       361.     (meters)    1184.     (feet)  SCALED    
 RG0091  ___________________________________________________________________
 RG0091  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 RG0091  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 RG0091
 RG0091  HORZ ORDER  -  THIRD
 RG0091
 RG0091.The horizontal coordinates were established by classical geodetic methods
 RG0091.and adjusted by the National Geodetic Survey in March 1998..
 RG0091
 RG0091.The orthometric height was scaled from a topographic map.
 RG0091
 RG0091.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0091
 RG0091.The geoid height was determined by GEOID03.
 RG0091
 RG0091;                    North         East     Units Scale Factor Converg.
 RG0091;SPC ME E     -   328,609.609   183,990.147   MT  1.00006537   -1 06 03.0
 RG0091;SPC ME W     -   420,106.459   911,647.902   MT  0.99996833   +0 06 37.8
 RG0091;UTM  19      - 5,162,748.132   422,310.261   MT  0.99967419   -0 44 14.6
 RG0091
 RG0091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0091!SPC ME E     -   0.99994758  x   1.00006537  =   1.00001295
 RG0091!SPC ME W     -   0.99994758  x   0.99996833  =   0.99991591
 RG0091!UTM  19      -   0.99994758  x   0.99967419  =   0.99962179
 RG0091
 RG0091|---------------------------------------------------------------------|
 RG0091| PID    Reference Object                     Distance      Geod. Az  |
 RG0091|                                                           dddmmss.s |
 RG0091| RG0090 MON 287 IBC                         311.953 METERS 00822     |
 RG0091| RG0092 MON 288 IBC                         APPROX. 1.3 KM 1882158.7 |
 RG0091|---------------------------------------------------------------------|
 RG0091
 RG0091                          SUPERSEDED SURVEY CONTROL
 RG0091
 RG0091  NAD 83(1992)-  46 36 49.66639(N)    070 00 52.54494(W) AD(       ) 3
 RG0091  NAD 83(1986)-  46 36 49.67871(N)    070 00 52.55783(W) AD(       ) 3
 RG0091  NAD 27      -  46 36 49.56500(N)    070 00 54.31600(W) AD(       ) 3
 RG0091
 RG0091.Superseded values are not recommended for survey control.
 RG0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0091.See file dsdata.txt to determine how the superseded data were derived.
 RG0091
 RG0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM2231062748(NAD 83)
 RG0091_MARKER: Z = SEE DESCRIPTION
 RG0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RG0091_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RG0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RG0091+STABILITY: SURFACE MOTION
 RG0091
 RG0091  HISTORY     - Date     Condition        Report By
 RG0091  HISTORY     - 1913     MONUMENTED       IBC
 RG0091  HISTORY     - 1941     POOR             IBC
 RG0091  HISTORY     - 1964     SEE DESCRIPTION  IBC
 RG0091  HISTORY     - 1977     GOOD             IBC
 RG0091
 RG0091                          STATION DESCRIPTION
 RG0091
 RG0091'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1913 (JBB)
 RG0091'THE STATION MARK IS A SMALL CONCRETE OR GRANITE MONUMENT CONSISTING
 RG0091'OF AN 8 - 18 INCH TALL OBELISK PROJECTING ABOVE A SQUARE CONCRETE
 RG0091'BLOCK.  ---CANADA,--- ---U.S.--- ---TREATY 1842---AND THE NUMBER OF
 RG0091'THE MONUMENT AND THE YEAR IT WAS MONUMENTED ARE INSCRIBED ON THE
 RG0091'SIDES OF THE CONCRETE BLOCK.
 RG0091
 RG0091                          STATION RECOVERY (1941)
 RG0091
 RG0091'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941
 RG0091'FOUND WITH CORNER BROKEN OFF TOP, REPAIRED WITH CEMENT MORTAR.
 RG0091
 RG0091                          STATION RECOVERY (1964)
 RG0091
 RG0091'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1964
 RG0091'NEW CONCRETE POST PRECAST AND RESET IN BASE.
 RG0091
 RG0091                          STATION RECOVERY (1977)
 RG0091
 RG0091'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 RG0091'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0090 ***********************************************************************
 RG0090  DESIGNATION -  MON 287 IBC
 RG0090  PID         -  RG0090
 RG0090  STATE/COUNTY-  ME/AROOSTOOK
 RG0090  USGS QUAD   -  DAAQUAM (1987)
 RG0090
 RG0090                         *CURRENT SURVEY CONTROL
 RG0090  ___________________________________________________________________
 RG0090* NAD 83(1996)-  46 36 59.66341(N)    070 00 50.44358(W)     ADJUSTED  
 RG0090* NAVD 88     -       354.     (meters)    1161.     (feet)  SCALED    
 RG0090  ___________________________________________________________________
 RG0090  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 RG0090  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 RG0090
 RG0090  HORZ ORDER  -  THIRD
 RG0090
 RG0090.The horizontal coordinates were established by classical geodetic methods
 RG0090.and adjusted by the National Geodetic Survey in March 1998..
 RG0090
 RG0090.The orthometric height was scaled from a topographic map.
 RG0090
 RG0090.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0090
 RG0090.The geoid height was determined by GEOID03.
 RG0090
 RG0090;                    North         East     Units Scale Factor Converg.
 RG0090;SPC ME E     -   328,917.332   184,041.468   MT  1.00006523   -1 06 01.7
 RG0090;SPC ME W     -   420,415.168   911,692.701   MT  0.99996835   +0 06 39.4
 RG0090;UTM  19      - 5,163,056.054   422,359.609   MT  0.99967409   -0 44 13.2
 RG0090
 RG0090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0090!SPC ME E     -   0.99994868  x   1.00006523  =   1.00001391
 RG0090!SPC ME W     -   0.99994868  x   0.99996835  =   0.99991703
 RG0090!UTM  19      -   0.99994868  x   0.99967409  =   0.99962279
 RG0090
 RG0090:                Primary Azimuth Mark                     Grid Az
 RG0090:SPC ME E     -  MON 286 IBC                              009 28 06.3
 RG0090:SPC ME W     -  MON 286 IBC                              008 15 25.2
 RG0090:UTM  19      -  MON 286 IBC                              009 06 17.8
 RG0090
 RG0090|---------------------------------------------------------------------|
 RG0090| PID    Reference Object                     Distance      Geod. Az  |
 RG0090|                                                           dddmmss.s |
 RG0090| RG0089 MON 286 IBC                         APPROX. 0.6 KM 0082204.6 |
 RG0090| RG0091 MON 287 A IBC                       311.953 METERS 18822     |
 RG0090|---------------------------------------------------------------------|
 RG0090
 RG0090                          SUPERSEDED SURVEY CONTROL
 RG0090
 RG0090  NAD 83(1992)-  46 36 59.66113(N)    070 00 50.41046(W) AD(       ) 3
 RG0090  NAD 83(1986)-  46 36 59.67350(N)    070 00 50.42336(W) AD(       ) 3
 RG0090  NAD 27      -  46 36 59.56000(N)    070 00 52.18200(W) AD(       ) 3
 RG0090
 RG0090.Superseded values are not recommended for survey control.
 RG0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0090.See file dsdata.txt to determine how the superseded data were derived.
 RG0090
 RG0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM2236063056(NAD 83)
 RG0090_MARKER: Z = SEE DESCRIPTION
 RG0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RG0090_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RG0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RG0090+STABILITY: SURFACE MOTION
 RG0090
 RG0090  HISTORY     - Date     Condition        Report By
 RG0090  HISTORY     - 1845     MONUMENTED       IBC
 RG0090  HISTORY     - 1977     GOOD             IBC
 RG0090
 RG0090                          STATION DESCRIPTION
 RG0090
 RG0090'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RG0090'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 RG0090'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 RG0090'CONCRETE BASE.  THE NUMBER OF THE
 RG0090'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 RG0090'INSCRIBED IN THE CONCRETE BASE.
 RG0090
 RG0090                          STATION RECOVERY (1977)
 RG0090
 RG0090'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 RG0090'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0092 ***********************************************************************
 RG0092  DESIGNATION -  MON 288 IBC
 RG0092  PID         -  RG0092
 RG0092  STATE/COUNTY-  ME/AROOSTOOK
 RG0092  USGS QUAD   -  DAAQUAM (1987)
 RG0092
 RG0092                         *CURRENT SURVEY CONTROL
 RG0092  ___________________________________________________________________
 RG0092* NAD 83(1996)-  46 36 07.98984(N)    070 01 01.47021(W)     ADJUSTED  
 RG0092* NAVD 88     -       346.     (meters)    1135.     (feet)  SCALED    
 RG0092  ___________________________________________________________________
 RG0092  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 RG0092  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 RG0092
 RG0092  HORZ ORDER  -  THIRD
 RG0092
 RG0092.The horizontal coordinates were established by classical geodetic methods
 RG0092.and adjusted by the National Geodetic Survey in March 1998..
 RG0092
 RG0092.The orthometric height was scaled from a topographic map.
 RG0092
 RG0092.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0092
 RG0092.The geoid height was determined by GEOID03.
 RG0092
 RG0092;                    North         East     Units Scale Factor Converg.
 RG0092;SPC ME E     -   327,326.422   183,776.174   MT  1.00006599   -1 06 08.8
 RG0092;SPC ME W     -   418,819.160   911,461.119   MT  0.99996828   +0 06 31.3
 RG0092;UTM  19      - 5,161,464.116   422,104.511   MT  0.99967458   -0 44 20.6
 RG0092
 RG0092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0092!SPC ME E     -   0.99994993  x   1.00006599  =   1.00001592
 RG0092!SPC ME W     -   0.99994993  x   0.99996828  =   0.99991821
 RG0092!UTM  19      -   0.99994993  x   0.99967458  =   0.99962453
 RG0092
 RG0092:                Primary Azimuth Mark                     Grid Az
 RG0092:SPC ME E     -  MON 287 A IBC                            009 28 01.0
 RG0092:SPC ME W     -  MON 287 A IBC                            008 15 20.9
 RG0092:UTM  19      -  MON 287 A IBC                            009 06 12.8
 RG0092
 RG0092|---------------------------------------------------------------------|
 RG0092| PID    Reference Object                     Distance      Geod. Az  |
 RG0092|                                                           dddmmss.s |
 RG0092| RG0091 MON 287 A IBC                       APPROX. 1.3 KM 0082152.2 |
 RG0092|---------------------------------------------------------------------|
 RG0092
 RG0092                          SUPERSEDED SURVEY CONTROL
 RG0092
 RG0092  NAD 83(1992)-  46 36 07.98875(N)    070 01 01.44170(W) AD(       ) 3
 RG0092  NAD 83(1986)-  46 36 08.00099(N)    070 01 01.45448(W) AD(       ) 3
 RG0092  NAD 27      -  46 36 07.88800(N)    070 01 03.21100(W) AD(       ) 3
 RG0092
 RG0092.Superseded values are not recommended for survey control.
 RG0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0092.See file dsdata.txt to determine how the superseded data were derived.
 RG0092
 RG0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM2210561464(NAD 83)
 RG0092_MARKER: Z = SEE DESCRIPTION
 RG0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RG0092_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RG0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RG0092+STABILITY: SURFACE MOTION
 RG0092
 RG0092  HISTORY     - Date     Condition        Report By
 RG0092  HISTORY     - 1845     MONUMENTED       IBC
 RG0092  HISTORY     - 1977     GOOD             IBC
 RG0092
 RG0092                          STATION DESCRIPTION
 RG0092
 RG0092'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RG0092'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 RG0092'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 RG0092'CONCRETE BASE.  THE NUMBER OF THE
 RG0092'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 RG0092'INSCRIBED IN THE CONCRETE BASE.
 RG0092
 RG0092                          STATION RECOVERY (1977)
 RG0092
 RG0092'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 RG0092'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0093 ***********************************************************************
 RG0093  DESIGNATION -  MON 290 IBC
 RG0093  PID         -  RG0093
 RG0093  STATE/COUNTY-  ME/AROOSTOOK
 RG0093  USGS QUAD   -  DAAQUAM (1987)
 RG0093
 RG0093                         *CURRENT SURVEY CONTROL
 RG0093  ___________________________________________________________________
 RG0093* NAD 83(1996)-  46 35 31.16509(N)    070 01 09.32486(W)     ADJUSTED  
 RG0093* NAVD 88     -       341.     (meters)    1119.     (feet)  SCALED    
 RG0093  ___________________________________________________________________
 RG0093  LAPLACE CORR-           2.43  (seconds)                    DEFLEC99
 RG0093  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 RG0093
 RG0093  HORZ ORDER  -  THIRD
 RG0093
 RG0093.The horizontal coordinates were established by classical geodetic methods
 RG0093.and adjusted by the National Geodetic Survey in March 1998..
 RG0093
 RG0093.The orthometric height was scaled from a topographic map.
 RG0093
 RG0093.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0093
 RG0093.The geoid height was determined by GEOID03.
 RG0093
 RG0093;                    North         East     Units Scale Factor Converg.
 RG0093;SPC ME E     -   326,192.680   183,587.115   MT  1.00006653   -1 06 13.8
 RG0093;UTM  19      - 5,160,329.642   421,922.717   MT  0.99967493   -0 44 25.8
 RG0093
 RG0093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0093!SPC ME E     -   0.99995072  x   1.00006653  =   1.00001724
 RG0093!UTM  19      -   0.99995072  x   0.99967493  =   0.99962566
 RG0093
 RG0093|---------------------------------------------------------------------|
 RG0093| PID    Reference Object                     Distance      Geod. Az  |
 RG0093|                                                           dddmmss.s |
 RG0093| RG0086 BOUNDARY MONUMENT 289 IBC 1955      342.741 METERS 00822     |
 RG0093| RG0094 MON 291 IBC                          80.938 METERS 18822     |
 RG0093|---------------------------------------------------------------------|
 RG0093
 RG0093                          SUPERSEDED SURVEY CONTROL
 RG0093
 RG0093  NAD 83(1992)-  46 35 31.16483(N)    070 01 09.29923(W) AD(       ) 3
 RG0093  NAD 83(1986)-  46 35 31.17693(N)    070 01 09.31202(W) AD(       ) 3
 RG0093  NAD 27      -  46 35 31.06400(N)    070 01 11.06700(W) AD(       ) 3
 RG0093
 RG0093.Superseded values are not recommended for survey control.
 RG0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0093.See file dsdata.txt to determine how the superseded data were derived.
 RG0093
 RG0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM2192360330(NAD 83)
 RG0093_MARKER: Z = SEE DESCRIPTION
 RG0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RG0093_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RG0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RG0093+STABILITY: SURFACE MOTION
 RG0093
 RG0093  HISTORY     - Date     Condition        Report By
 RG0093  HISTORY     - 1845     MONUMENTED       IBC
 RG0093  HISTORY     - 1977     GOOD             IBC
 RG0093
 RG0093                          STATION DESCRIPTION
 RG0093
 RG0093'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RG0093'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 RG0093'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 RG0093'CONCRETE BASE.  THE NUMBER OF THE
 RG0093'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 RG0093'INSCRIBED IN THE CONCRETE BASE.
 RG0093
 RG0093                          STATION RECOVERY (1977)
 RG0093
 RG0093'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 RG0093'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0094 ***********************************************************************
 RG0094  DESIGNATION -  MON 291 IBC
 RG0094  PID         -  RG0094
 RG0094  STATE/COUNTY-  ME/AROOSTOOK
 RG0094  USGS QUAD   -  DAAQUAM (1987)
 RG0094
 RG0094                         *CURRENT SURVEY CONTROL
 RG0094  ___________________________________________________________________
 RG0094* NAD 83(1996)-  46 35 28.57181(N)    070 01 09.87794(W)     ADJUSTED  
 RG0094* NAVD 88     -       341.     (meters)    1119.     (feet)  SCALED    
 RG0094  ___________________________________________________________________
 RG0094  LAPLACE CORR-           2.46  (seconds)                    DEFLEC99
 RG0094  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 RG0094
 RG0094  HORZ ORDER  -  THIRD
 RG0094
 RG0094.The horizontal coordinates were established by classical geodetic methods
 RG0094.and adjusted by the National Geodetic Survey in March 1998..
 RG0094
 RG0094.The orthometric height was scaled from a topographic map.
 RG0094
 RG0094.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0094
 RG0094.The geoid height was determined by GEOID03.
 RG0094
 RG0094;                    North         East     Units Scale Factor Converg.
 RG0094;SPC ME E     -   326,112.839   183,573.800   MT  1.00006656   -1 06 14.1
 RG0094;UTM  19      - 5,160,249.750   421,909.914   MT  0.99967495   -0 44 26.2
 RG0094
 RG0094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0094!SPC ME E     -   0.99995071  x   1.00006656  =   1.00001727
 RG0094!UTM  19      -   0.99995071  x   0.99967495  =   0.99962568
 RG0094
 RG0094|---------------------------------------------------------------------|
 RG0094| PID    Reference Object                     Distance      Geod. Az  |
 RG0094|                                                           dddmmss.s |
 RG0094| RG0093 MON 290 IBC                          80.938 METERS 00822     |
 RG0094| RG0095 MON 292 IBC                         382.990 METERS 18822     |
 RG0094|---------------------------------------------------------------------|
 RG0094
 RG0094                          SUPERSEDED SURVEY CONTROL
 RG0094
 RG0094  NAD 83(1992)-  46 35 28.57159(N)    070 01 09.85247(W) AD(       ) 3
 RG0094  NAD 83(1986)-  46 35 28.58365(N)    070 01 09.86528(W) AD(       ) 3
 RG0094  NAD 27      -  46 35 28.47100(N)    070 01 11.62300(W) AD(       ) 3
 RG0094
 RG0094.Superseded values are not recommended for survey control.
 RG0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0094.See file dsdata.txt to determine how the superseded data were derived.
 RG0094
 RG0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM2191060250(NAD 83)
 RG0094_MARKER: Z = SEE DESCRIPTION
 RG0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RG0094_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RG0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RG0094+STABILITY: SURFACE MOTION
 RG0094
 RG0094  HISTORY     - Date     Condition        Report By
 RG0094  HISTORY     - 1845     MONUMENTED       IBC
 RG0094  HISTORY     - 1977     GOOD             IBC
 RG0094
 RG0094                          STATION DESCRIPTION
 RG0094
 RG0094'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RG0094'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 RG0094'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 RG0094'CONCRETE BASE.  THE NUMBER OF THE
 RG0094'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 RG0094'INSCRIBED IN THE CONCRETE BASE.
 RG0094
 RG0094                          STATION RECOVERY (1977)
 RG0094
 RG0094'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 RG0094'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0095 ***********************************************************************
 RG0095  DESIGNATION -  MON 292 IBC
 RG0095  PID         -  RG0095
 RG0095  STATE/COUNTY-  ME/AROOSTOOK
 RG0095  USGS QUAD   -  DAAQUAM (1987)
 RG0095
 RG0095                         *CURRENT SURVEY CONTROL
 RG0095  ___________________________________________________________________
 RG0095* NAD 83(1996)-  46 35 16.30062(N)    070 01 12.49499(W)     ADJUSTED  
 RG0095* NAVD 88     -       343.     (meters)    1125.     (feet)  SCALED    
 RG0095  ___________________________________________________________________
 RG0095  LAPLACE CORR-           2.52  (seconds)                    DEFLEC99
 RG0095  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 RG0095
 RG0095  HORZ ORDER  -  THIRD
 RG0095
 RG0095.The horizontal coordinates were established by classical geodetic methods
 RG0095.and adjusted by the National Geodetic Survey in March 1998..
 RG0095
 RG0095.The orthometric height was scaled from a topographic map.
 RG0095
 RG0095.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0095
 RG0095.The geoid height was determined by GEOID03.
 RG0095
 RG0095;                    North         East     Units Scale Factor Converg.
 RG0095;SPC ME E     -   325,735.041   183,510.793   MT  1.00006674   -1 06 15.8
 RG0095;UTM  19      - 5,159,871.708   421,849.327   MT  0.99967507   -0 44 27.9
 RG0095
 RG0095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0095!SPC ME E     -   0.99995040  x   1.00006674  =   1.00001714
 RG0095!UTM  19      -   0.99995040  x   0.99967507  =   0.99962549
 RG0095
 RG0095|---------------------------------------------------------------------|
 RG0095| PID    Reference Object                     Distance      Geod. Az  |
 RG0095|                                                           dddmmss.s |
 RG0095| RG0094 MON 291 IBC                         382.990 METERS 00822     |
 RG0095|---------------------------------------------------------------------|
 RG0095
 RG0095                          SUPERSEDED SURVEY CONTROL
 RG0095
 RG0095  NAD 83(1992)-  46 35 16.30065(N)    070 01 12.47018(W) AD(       ) 3
 RG0095  NAD 83(1986)-  46 35 16.31265(N)    070 01 12.48304(W) AD(       ) 3
 RG0095  NAD 27      -  46 35 16.19900(N)    070 01 14.24100(W) AD(       ) 3
 RG0095
 RG0095.Superseded values are not recommended for survey control.
 RG0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0095.See file dsdata.txt to determine how the superseded data were derived.
 RG0095
 RG0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM2184959872(NAD 83)
 RG0095_MARKER: Z = SEE DESCRIPTION
 RG0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RG0095_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RG0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RG0095+STABILITY: SURFACE MOTION
 RG0095
 RG0095  HISTORY     - Date     Condition        Report By
 RG0095  HISTORY     - 1845     MONUMENTED       IBC
 RG0095  HISTORY     - 1977     GOOD             IBC
 RG0095
 RG0095                          STATION DESCRIPTION
 RG0095
 RG0095'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RG0095'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 RG0095'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 RG0095'CONCRETE BASE.  THE NUMBER OF THE
 RG0095'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 RG0095'INSCRIBED IN THE CONCRETE BASE.
 RG0095
 RG0095                          STATION RECOVERY (1977)
 RG0095
 RG0095'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 RG0095'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0097 ***********************************************************************
 RG0097  DESIGNATION -  MON 293 A IBC
 RG0097  PID         -  RG0097
 RG0097  STATE/COUNTY-  ME/SOMERSET
 RG0097  USGS QUAD   -  DAAQUAM (1987)
 RG0097
 RG0097                         *CURRENT SURVEY CONTROL
 RG0097  ___________________________________________________________________
 RG0097* NAD 83(1996)-  46 33 56.10764(N)    070 01 29.58965(W)     ADJUSTED  
 RG0097* NAVD 88     -       365.     (meters)    1198.     (feet)  SCALED    
 RG0097  ___________________________________________________________________
 RG0097  LAPLACE CORR-           3.01  (seconds)                    DEFLEC99
 RG0097  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 RG0097
 RG0097  HORZ ORDER  -  THIRD
 RG0097
 RG0097.The horizontal coordinates were established by classical geodetic methods
 RG0097.and adjusted by the National Geodetic Survey in March 1998..
 RG0097
 RG0097.The orthometric height was scaled from a topographic map.
 RG0097
 RG0097.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0097
 RG0097.The geoid height was determined by GEOID03.
 RG0097
 RG0097;                    North         East     Units Scale Factor Converg.
 RG0097;SPC ME W     -   414,745.862   910,869.994   MT  0.99996812   +0 06 10.6
 RG0097;UTM  19      - 5,157,401.198   421,453.394   MT  0.99967583   -0 44 39.4
 RG0097
 RG0097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0097!SPC ME W     -   0.99994695  x   0.99996812  =   0.99991507
 RG0097!UTM  19      -   0.99994695  x   0.99967583  =   0.99962280
 RG0097
 RG0097:                Primary Azimuth Mark                     Grid Az
 RG0097:SPC ME W     -  MON 293 IBC                              008 15 27.2
 RG0097:UTM  19      -  MON 293 IBC                              009 06 17.2
 RG0097
 RG0097|---------------------------------------------------------------------|
 RG0097| PID    Reference Object                     Distance      Geod. Az  |
 RG0097|                                                           dddmmss.s |
 RG0097| RG0096 MON 293 IBC                         APPROX. 0.9 KM 0082137.8 |
 RG0097|---------------------------------------------------------------------|
 RG0097
 RG0097                          SUPERSEDED SURVEY CONTROL
 RG0097
 RG0097  NAD 83(1992)-  46 33 56.10928(N)    070 01 29.56886(W) AD(       ) 3
 RG0097  NAD 83(1986)-  46 33 56.12112(N)    070 01 29.58211(W) AD(       ) 3
 RG0097  NAD 27      -  46 33 56.00800(N)    070 01 31.33500(W) AD(       ) 3
 RG0097
 RG0097.Superseded values are not recommended for survey control.
 RG0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0097.See file dsdata.txt to determine how the superseded data were derived.
 RG0097
 RG0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM2145357401(NAD 83)
 RG0097_MARKER: Z = SEE DESCRIPTION
 RG0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RG0097_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RG0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RG0097+STABILITY: SURFACE MOTION
 RG0097
 RG0097  HISTORY     - Date     Condition        Report By
 RG0097  HISTORY     - 1913     MONUMENTED       IBC
 RG0097  HISTORY     - 1977     GOOD             IBC
 RG0097
 RG0097                          STATION DESCRIPTION
 RG0097
 RG0097'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1913 (JBB)
 RG0097'THE STATION MARK IS A SMALL CONCRETE OR GRANITE MONUMENT CONSISTING
 RG0097'OF AN 8 - 18 INCH TALL OBELISK PROJECTING ABOVE A SQUARE CONCRETE
 RG0097'BLOCK.  ---CANADA,--- ---U.S.--- ---TREATY 1842---AND THE NUMBER OF
 RG0097'THE MONUMENT AND THE YEAR IT WAS MONUMENTED ARE INSCRIBED ON THE
 RG0097'SIDES OF THE CONCRETE BLOCK.
 RG0097
 RG0097                          STATION RECOVERY (1977)
 RG0097
 RG0097'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 RG0097'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0096 ***********************************************************************
 RG0096  DESIGNATION -  MON 293 IBC
 RG0096  PID         -  RG0096
 RG0096  STATE/COUNTY-  ME/SOMERSET
 RG0096  USGS QUAD   -  DAAQUAM (1987)
 RG0096
 RG0096                         *CURRENT SURVEY CONTROL
 RG0096  ___________________________________________________________________
 RG0096* NAD 83(1996)-  46 34 24.62905(N)    070 01 23.51147(W)     ADJUSTED  
 RG0096* NAVD 88     -       355.     (meters)    1165.     (feet)  SCALED    
 RG0096  ___________________________________________________________________
 RG0096  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 RG0096  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 RG0096
 RG0096  HORZ ORDER  -  THIRD
 RG0096
 RG0096.The horizontal coordinates were established by classical geodetic methods
 RG0096.and adjusted by the National Geodetic Survey in March 1998..
 RG0096
 RG0096.The orthometric height was scaled from a topographic map.
 RG0096
 RG0096.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0096
 RG0096.The geoid height was determined by GEOID03.
 RG0096
 RG0096;                    North         East     Units Scale Factor Converg.
 RG0096;SPC ME W     -   415,626.764   910,997.837   MT  0.99996815   +0 06 15.1
 RG0096;UTM  19      - 5,158,279.855   421,594.208   MT  0.99967556   -0 44 35.3
 RG0096
 RG0096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0096!SPC ME W     -   0.99994852  x   0.99996815  =   0.99991667
 RG0096!UTM  19      -   0.99994852  x   0.99967556  =   0.99962409
 RG0096
 RG0096:                Primary Azimuth Mark                     Grid Az
 RG0096:SPC ME W     -  MON 292 IBC                              008 15 27.7
 RG0096:UTM  19      -  MON 292 IBC                              009 06 18.1
 RG0096
 RG0096|---------------------------------------------------------------------|
 RG0096| PID    Reference Object                     Distance      Geod. Az  |
 RG0096|                                                           dddmmss.s |
 RG0096| RG0095 MON 292 IBC                         APPROX. 1.6 KM 0082142.8 |
 RG0096|---------------------------------------------------------------------|
 RG0096
 RG0096                          SUPERSEDED SURVEY CONTROL
 RG0096
 RG0096  NAD 83(1992)-  46 34 24.63011(N)    070 01 23.48920(W) AD(       ) 3
 RG0096  NAD 83(1986)-  46 34 24.64202(N)    070 01 23.50232(W) AD(       ) 3
 RG0096  NAD 27      -  46 34 24.52900(N)    070 01 25.25800(W) AD(       ) 3
 RG0096
 RG0096.Superseded values are not recommended for survey control.
 RG0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0096.See file dsdata.txt to determine how the superseded data were derived.
 RG0096
 RG0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM2159458280(NAD 83)
 RG0096_MARKER: Z = SEE DESCRIPTION
 RG0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RG0096_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RG0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RG0096+STABILITY: SURFACE MOTION
 RG0096
 RG0096  HISTORY     - Date     Condition        Report By
 RG0096  HISTORY     - 1845     MONUMENTED       IBC
 RG0096  HISTORY     - 1977     GOOD             IBC
 RG0096
 RG0096                          STATION DESCRIPTION
 RG0096
 RG0096'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RG0096'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 RG0096'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 RG0096'CONCRETE BASE.  THE NUMBER OF THE
 RG0096'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 RG0096'INSCRIBED IN THE CONCRETE BASE.
 RG0096
 RG0096                          STATION RECOVERY (1977)
 RG0096
 RG0096'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 RG0096'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0099 ***********************************************************************
 RG0099  DESIGNATION -  MON 294 A IBC
 RG0099  PID         -  RG0099
 RG0099  STATE/COUNTY-  ME/SOMERSET
 RG0099  USGS QUAD   -  DAAQUAM (1987)
 RG0099
 RG0099                         *CURRENT SURVEY CONTROL
 RG0099  ___________________________________________________________________
 RG0099* NAD 83(1996)-  46 32 54.81464(N)    070 01 42.64516(W)     ADJUSTED  
 RG0099* NAVD 88     -       370.     (meters)    1214.     (feet)  SCALED    
 RG0099  ___________________________________________________________________
 RG0099  LAPLACE CORR-           3.29  (seconds)                    DEFLEC99
 RG0099  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 RG0099
 RG0099  HORZ ORDER  -  THIRD
 RG0099
 RG0099.The horizontal coordinates were established by classical geodetic methods
 RG0099.and adjusted by the National Geodetic Survey in March 1998..
 RG0099
 RG0099.The orthometric height was scaled from a topographic map.
 RG0099
 RG0099.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0099
 RG0099.The geoid height was determined by GEOID03.
 RG0099
 RG0099;                    North         East     Units Scale Factor Converg.
 RG0099;SPC ME W     -   412,852.803   910,595.270   MT  0.99996805   +0 06 01.1
 RG0099;UTM  19      - 5,155,512.959   421,150.801   MT  0.99967642   -0 44 48.1
 RG0099
 RG0099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0099!SPC ME W     -   0.99994616  x   0.99996805  =   0.99991421
 RG0099!UTM  19      -   0.99994616  x   0.99967642  =   0.99962260
 RG0099
 RG0099:                Primary Azimuth Mark                     Grid Az
 RG0099:SPC ME W     -  MON 294 IBC                              008 15 26.5
 RG0099:UTM  19      -  MON 294 IBC                              009 06 15.7
 RG0099
 RG0099|---------------------------------------------------------------------|
 RG0099| PID    Reference Object                     Distance      Geod. Az  |
 RG0099|                                                           dddmmss.s |
 RG0099| RG0098 MON 294 IBC                         APPROX. 1.2 KM 0082127.6 |
 RG0099| RG0100 MON 295 IBC                         423.767 METERS 1882115.9 |
 RG0099|---------------------------------------------------------------------|
 RG0099
 RG0099                          SUPERSEDED SURVEY CONTROL
 RG0099
 RG0099  NAD 83(1992)-  46 32 54.81748(N)    070 01 42.62716(W) AD(       ) 3
 RG0099  NAD 83(1986)-  46 32 54.82918(N)    070 01 42.64073(W) AD(       ) 3
 RG0099  NAD 27      -  46 32 54.71600(N)    070 01 44.39100(W) AD(       ) 3
 RG0099
 RG0099.Superseded values are not recommended for survey control.
 RG0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0099.See file dsdata.txt to determine how the superseded data were derived.
 RG0099
 RG0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM2115155513(NAD 83)
 RG0099_MARKER: Z = SEE DESCRIPTION
 RG0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RG0099_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RG0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RG0099+STABILITY: SURFACE MOTION
 RG0099
 RG0099  HISTORY     - Date     Condition        Report By
 RG0099  HISTORY     - 1913     MONUMENTED       IBC
 RG0099  HISTORY     - 1964     POOR             IBC
 RG0099  HISTORY     - 1977     GOOD             IBC
 RG0099
 RG0099                          STATION DESCRIPTION
 RG0099
 RG0099'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1913 (JBB)
 RG0099'THE STATION MARK IS A SMALL CONCRETE OR GRANITE MONUMENT CONSISTING
 RG0099'OF AN 8 - 18 INCH TALL OBELISK PROJECTING ABOVE A SQUARE CONCRETE
 RG0099'BLOCK.  ---CANADA,--- ---U.S.--- ---TREATY 1842---AND THE NUMBER OF
 RG0099'THE MONUMENT AND THE YEAR IT WAS MONUMENTED ARE INSCRIBED ON THE
 RG0099'SIDES OF THE CONCRETE BLOCK.
 RG0099
 RG0099                          STATION RECOVERY (1964)
 RG0099
 RG0099'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1964
 RG0099'NEW CONCRETE POST PRECAST AND RESET IN BASE.
 RG0099
 RG0099                          STATION RECOVERY (1977)
 RG0099
 RG0099'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 RG0099'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0098 ***********************************************************************
 RG0098  DESIGNATION -  MON 294 IBC
 RG0098  PID         -  RG0098
 RG0098  STATE/COUNTY-  ME/SOMERSET
 RG0098  USGS QUAD   -  DAAQUAM (1987)
 RG0098
 RG0098                         *CURRENT SURVEY CONTROL
 RG0098  ___________________________________________________________________
 RG0098* NAD 83(1996)-  46 33 32.92505(N)    070 01 34.52842(W)     ADJUSTED  
 RG0098* NAVD 88     -       366.     (meters)    1201.     (feet)  SCALED    
 RG0098  ___________________________________________________________________
 RG0098  LAPLACE CORR-           3.12  (seconds)                    DEFLEC99
 RG0098  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 RG0098
 RG0098  HORZ ORDER  -  THIRD
 RG0098
 RG0098.The horizontal coordinates were established by classical geodetic methods
 RG0098.and adjusted by the National Geodetic Survey in March 1998..
 RG0098
 RG0098.The orthometric height was scaled from a topographic map.
 RG0098
 RG0098.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0098
 RG0098.The geoid height was determined by GEOID03.
 RG0098
 RG0098;                    North         East     Units Scale Factor Converg.
 RG0098;SPC ME W     -   414,029.856   910,766.089   MT  0.99996809   +0 06 07.0
 RG0098;UTM  19      - 5,156,687.015   421,338.947   MT  0.99967605   -0 44 42.7
 RG0098
 RG0098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0098!SPC ME W     -   0.99994679  x   0.99996809  =   0.99991488
 RG0098!UTM  19      -   0.99994679  x   0.99967605  =   0.99962286
 RG0098
 RG0098:                Primary Azimuth Mark                     Grid Az
 RG0098:SPC ME W     -  MON 293 A IBC                            008 15 25.2
 RG0098:UTM  19      -  MON 293 A IBC                            009 06 14.9
 RG0098
 RG0098|---------------------------------------------------------------------|
 RG0098| PID    Reference Object                     Distance      Geod. Az  |
 RG0098|                                                           dddmmss.s |
 RG0098| RG0097 MON 293 A IBC                       APPROX. 0.7 KM 0082132.2 |
 RG0098|---------------------------------------------------------------------|
 RG0098
 RG0098                          SUPERSEDED SURVEY CONTROL
 RG0098
 RG0098  NAD 83(1992)-  46 33 32.92715(N)    070 01 34.50881(W) AD(       ) 3
 RG0098  NAD 83(1986)-  46 33 32.93892(N)    070 01 34.52216(W) AD(       ) 3
 RG0098  NAD 27      -  46 33 32.82600(N)    070 01 36.27400(W) AD(       ) 3
 RG0098
 RG0098.Superseded values are not recommended for survey control.
 RG0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0098.See file dsdata.txt to determine how the superseded data were derived.
 RG0098
 RG0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM2133956687(NAD 83)
 RG0098_MARKER: Z = SEE DESCRIPTION
 RG0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RG0098_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RG0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RG0098+STABILITY: SURFACE MOTION
 RG0098
 RG0098  HISTORY     - Date     Condition        Report By
 RG0098  HISTORY     - 1845     MONUMENTED       IBC
 RG0098  HISTORY     - 1977     GOOD             IBC
 RG0098
 RG0098                          STATION DESCRIPTION
 RG0098
 RG0098'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RG0098'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 RG0098'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 RG0098'CONCRETE BASE.  THE NUMBER OF THE
 RG0098'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 RG0098'INSCRIBED IN THE CONCRETE BASE.
 RG0098
 RG0098                          STATION RECOVERY (1977)
 RG0098
 RG0098'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 RG0098'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0100 ***********************************************************************
 RG0100  DESIGNATION -  MON 295 IBC
 RG0100  PID         -  RG0100
 RG0100  STATE/COUNTY-  ME/SOMERSET
 RG0100  USGS QUAD   -  DAAQUAM (1987)
 RG0100
 RG0100                         *CURRENT SURVEY CONTROL
 RG0100  ___________________________________________________________________
 RG0100* NAD 83(1996)-  46 32 41.23649(N)    070 01 45.53511(W)     ADJUSTED  
 RG0100* NAVD 88     -       365.     (meters)    1198.     (feet)  SCALED    
 RG0100  ___________________________________________________________________
 RG0100  LAPLACE CORR-           3.33  (seconds)                    DEFLEC99
 RG0100  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 RG0100
 RG0100  HORZ ORDER  -  THIRD
 RG0100
 RG0100.The horizontal coordinates were established by classical geodetic methods
 RG0100.and adjusted by the National Geodetic Survey in March 1998..
 RG0100
 RG0100.The orthometric height was scaled from a topographic map.
 RG0100
 RG0100.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0100
 RG0100.The geoid height was determined by GEOID03.
 RG0100
 RG0100;                    North         East     Units Scale Factor Converg.
 RG0100;SPC ME W     -   412,433.439   910,534.434   MT  0.99996803   +0 05 58.9
 RG0100;UTM  19      - 5,155,094.662   421,083.792   MT  0.99967655   -0 44 50.0
 RG0100
 RG0100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0100!SPC ME W     -   0.99994695  x   0.99996803  =   0.99991498
 RG0100!UTM  19      -   0.99994695  x   0.99967655  =   0.99962351
 RG0100
 RG0100:                Primary Azimuth Mark                     Grid Az
 RG0100:SPC ME W     -  MON 294 A IBC                            008 15 14.9
 RG0100:UTM  19      -  MON 294 A IBC                            009 06 03.8
 RG0100
 RG0100|---------------------------------------------------------------------|
 RG0100| PID    Reference Object                     Distance      Geod. Az  |
 RG0100|                                                           dddmmss.s |
 RG0100| RG0099 MON 294 A IBC                       423.767 METERS 0082113.8 |
 RG0100|---------------------------------------------------------------------|
 RG0100
 RG0100                          SUPERSEDED SURVEY CONTROL
 RG0100
 RG0100  NAD 83(1992)-  46 32 41.23958(N)    070 01 45.51760(W) AD(       ) 3
 RG0100  NAD 83(1986)-  46 32 41.25122(N)    070 01 45.53127(W) AD(       ) 3
 RG0100  NAD 27      -  46 32 41.13800(N)    070 01 47.28100(W) AD(       ) 3
 RG0100
 RG0100.Superseded values are not recommended for survey control.
 RG0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0100.See file dsdata.txt to determine how the superseded data were derived.
 RG0100
 RG0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM2108455095(NAD 83)
 RG0100_MARKER: Z = SEE DESCRIPTION
 RG0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RG0100_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RG0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RG0100+STABILITY: SURFACE MOTION
 RG0100
 RG0100  HISTORY     - Date     Condition        Report By
 RG0100  HISTORY     - 1845     MONUMENTED       IBC
 RG0100  HISTORY     - 1977     GOOD             IBC
 RG0100
 RG0100                          STATION DESCRIPTION
 RG0100
 RG0100'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RG0100'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 RG0100'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 RG0100'CONCRETE BASE.  THE NUMBER OF THE
 RG0100'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 RG0100'INSCRIBED IN THE CONCRETE BASE.
 RG0100
 RG0100                          STATION RECOVERY (1977)
 RG0100
 RG0100'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 RG0100'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0101 ***********************************************************************
 RG0101  DESIGNATION -  MON 296 IBC
 RG0101  PID         -  RG0101
 RG0101  STATE/COUNTY-  ME/SOMERSET
 RG0101  USGS QUAD   -  DAAQUAM (1987)
 RG0101
 RG0101                         *CURRENT SURVEY CONTROL
 RG0101  ___________________________________________________________________
 RG0101* NAD 83(1996)-  46 31 49.54155(N)    070 01 56.53459(W)     ADJUSTED  
 RG0101* NAVD 88     -       367.     (meters)    1204.     (feet)  SCALED    
 RG0101  ___________________________________________________________________
 RG0101  LAPLACE CORR-           3.38  (seconds)                    DEFLEC99
 RG0101  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 RG0101
 RG0101  HORZ ORDER  -  THIRD
 RG0101
 RG0101.The horizontal coordinates were established by classical geodetic methods
 RG0101.and adjusted by the National Geodetic Survey in March 1998..
 RG0101
 RG0101.The orthometric height was scaled from a topographic map.
 RG0101
 RG0101.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0101
 RG0101.The geoid height was determined by GEOID03.
 RG0101
 RG0101;                    North         East     Units Scale Factor Converg.
 RG0101;SPC ME W     -   410,836.838   910,302.809   MT  0.99996797   +0 05 50.9
 RG0101;UTM  19      - 5,153,502.123   420,828.670   MT  0.99967705   -0 44 57.4
 RG0101
 RG0101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0101!SPC ME W     -   0.99994663  x   0.99996797  =   0.99991460
 RG0101!UTM  19      -   0.99994663  x   0.99967705  =   0.99962370
 RG0101
 RG0101:                Primary Azimuth Mark                     Grid Az
 RG0101:SPC ME W     -  MON 295 IBC                              008 15 16.3
 RG0101:UTM  19      -  MON 295 IBC                              009 06 04.6
 RG0101
 RG0101|---------------------------------------------------------------------|
 RG0101| PID    Reference Object                     Distance      Geod. Az  |
 RG0101|                                                           dddmmss.s |
 RG0101| RG0100 MON 295 IBC                         APPROX. 1.6 KM 0082107.2 |
 RG0101|---------------------------------------------------------------------|
 RG0101
 RG0101                          SUPERSEDED SURVEY CONTROL
 RG0101
 RG0101  NAD 83(1992)-  46 31 49.54557(N)    070 01 56.51850(W) AD(       ) 3
 RG0101  NAD 83(1986)-  46 31 49.55713(N)    070 01 56.53255(W) AD(       ) 3
 RG0101  NAD 27      -  46 31 49.44400(N)    070 01 58.28000(W) AD(       ) 3
 RG0101
 RG0101.Superseded values are not recommended for survey control.
 RG0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0101.See file dsdata.txt to determine how the superseded data were derived.
 RG0101
 RG0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM2082953502(NAD 83)
 RG0101_MARKER: Z = SEE DESCRIPTION
 RG0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RG0101_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RG0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RG0101+STABILITY: SURFACE MOTION
 RG0101
 RG0101  HISTORY     - Date     Condition        Report By
 RG0101  HISTORY     - 1845     MONUMENTED       IBC
 RG0101  HISTORY     - 1977     GOOD             IBC
 RG0101
 RG0101                          STATION DESCRIPTION
 RG0101
 RG0101'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RG0101'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 RG0101'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 RG0101'CONCRETE BASE.  THE NUMBER OF THE
 RG0101'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 RG0101'INSCRIBED IN THE CONCRETE BASE.
 RG0101
 RG0101                          STATION RECOVERY (1977)
 RG0101
 RG0101'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 RG0101'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0103 ***********************************************************************
 RG0103  DESIGNATION -  MON 297 A IBC
 RG0103  PID         -  RG0103
 RG0103  STATE/COUNTY-  ME/SOMERSET
 RG0103  USGS QUAD   -  DAAQUAM (1987)
 RG0103
 RG0103                         *CURRENT SURVEY CONTROL
 RG0103  ___________________________________________________________________
 RG0103* NAD 83(1996)-  46 30 22.53030(N)    070 02 15.03576(W)     ADJUSTED  
 RG0103* NAVD 88     -       380.     (meters)    1247.     (feet)  SCALED    
 RG0103  ___________________________________________________________________
 RG0103  LAPLACE CORR-           3.23  (seconds)                    DEFLEC99
 RG0103  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 RG0103
 RG0103  HORZ ORDER  -  THIRD
 RG0103
 RG0103.The horizontal coordinates were established by classical geodetic methods
 RG0103.and adjusted by the National Geodetic Survey in March 1998..
 RG0103
 RG0103.The orthometric height was scaled from a topographic map.
 RG0103
 RG0103.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0103
 RG0103.The geoid height was determined by GEOID03.
 RG0103
 RG0103;                    North         East     Units Scale Factor Converg.
 RG0103;SPC ME W     -   408,149.522   909,912.937   MT  0.99996787   +0 05 37.3
 RG0103;UTM  19      - 5,150,821.638   420,399.261   MT  0.99967788   -0 45 09.7
 RG0103
 RG0103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0103!SPC ME W     -   0.99994459  x   0.99996787  =   0.99991246
 RG0103!UTM  19      -   0.99994459  x   0.99967788  =   0.99962249
 RG0103
 RG0103:                Primary Azimuth Mark                     Grid Az
 RG0103:SPC ME W     -  MON 297 IBC                              008 15 17.4
 RG0103:UTM  19      -  MON 297 IBC                              009 06 04.4
 RG0103
 RG0103|---------------------------------------------------------------------|
 RG0103| PID    Reference Object                     Distance      Geod. Az  |
 RG0103|                                                           dddmmss.s |
 RG0103| RG0102 MON 297 IBC                         APPROX. 1.1 KM 0082054.7 |
 RG0103| RG0104 MON 298 IBC                         APPROX. 0.5 KM 1882124.0 |
 RG0103|---------------------------------------------------------------------|
 RG0103
 RG0103                          SUPERSEDED SURVEY CONTROL
 RG0103
 RG0103  NAD 83(1992)-  46 30 22.53580(N)    070 02 15.02160(W) AD(       ) 3
 RG0103  NAD 83(1986)-  46 30 22.54723(N)    070 02 15.03635(W) AD(       ) 3
 RG0103  NAD 27      -  46 30 22.43400(N)    070 02 16.78000(W) AD(       ) 3
 RG0103
 RG0103.Superseded values are not recommended for survey control.
 RG0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0103.See file dsdata.txt to determine how the superseded data were derived.
 RG0103
 RG0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM2039950822(NAD 83)
 RG0103_MARKER: Z = SEE DESCRIPTION
 RG0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RG0103_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RG0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RG0103+STABILITY: SURFACE MOTION
 RG0103
 RG0103  HISTORY     - Date     Condition        Report By
 RG0103  HISTORY     - 1913     MONUMENTED       IBC
 RG0103  HISTORY     - 1964     POOR             IBC
 RG0103  HISTORY     - 1977     GOOD             IBC
 RG0103
 RG0103                          STATION DESCRIPTION
 RG0103
 RG0103'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1913 (JBB)
 RG0103'THE STATION MARK IS A SMALL CONCRETE OR GRANITE MONUMENT CONSISTING
 RG0103'OF AN 8 - 18 INCH TALL OBELISK PROJECTING ABOVE A SQUARE CONCRETE
 RG0103'BLOCK.  ---CANADA,--- ---U.S.--- ---TREATY 1842---AND THE NUMBER OF
 RG0103'THE MONUMENT AND THE YEAR IT WAS MONUMENTED ARE INSCRIBED ON THE
 RG0103'SIDES OF THE CONCRETE BLOCK.
 RG0103
 RG0103                          STATION RECOVERY (1964)
 RG0103
 RG0103'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1964
 RG0103'NEW CONCRETE POST PRECAST AND RESET IN BASE.
 RG0103
 RG0103                          STATION RECOVERY (1977)
 RG0103
 RG0103'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 RG0103'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0102 ***********************************************************************
 RG0102  DESIGNATION -  MON 297 IBC
 RG0102  PID         -  RG0102
 RG0102  STATE/COUNTY-  ME/SOMERSET
 RG0102  USGS QUAD   -  DAAQUAM (1987)
 RG0102
 RG0102                         *CURRENT SURVEY CONTROL
 RG0102  ___________________________________________________________________
 RG0102* NAD 83(1996)-  46 30 56.57335(N)    070 02 07.79917(W)     ADJUSTED  
 RG0102* NAVD 88     -       376.     (meters)    1234.     (feet)  SCALED    
 RG0102  ___________________________________________________________________
 RG0102  LAPLACE CORR-           3.29  (seconds)                    DEFLEC99
 RG0102  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 RG0102
 RG0102  HORZ ORDER  -  THIRD
 RG0102
 RG0102.The horizontal coordinates were established by classical geodetic methods
 RG0102.and adjusted by the National Geodetic Survey in March 1998..
 RG0102
 RG0102.The orthometric height was scaled from a topographic map.
 RG0102
 RG0102.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0102
 RG0102.The geoid height was determined by GEOID03.
 RG0102
 RG0102;                    North         East     Units Scale Factor Converg.
 RG0102;SPC ME W     -   409,200.927   910,065.474   MT  0.99996791   +0 05 42.6
 RG0102;UTM  19      - 5,151,870.371   420,567.265   MT  0.99967756   -0 45 04.9
 RG0102
 RG0102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0102!SPC ME W     -   0.99994522  x   0.99996791  =   0.99991313
 RG0102!UTM  19      -   0.99994522  x   0.99967756  =   0.99962280
 RG0102
 RG0102:                Primary Azimuth Mark                     Grid Az
 RG0102:SPC ME W     -  MON 296 IBC                              008 15 17.2
 RG0102:UTM  19      -  MON 296 IBC                              009 06 04.7
 RG0102
 RG0102|---------------------------------------------------------------------|
 RG0102| PID    Reference Object                     Distance      Geod. Az  |
 RG0102|                                                           dddmmss.s |
 RG0102| RG0101 MON 296 IBC                         APPROX. 1.7 KM 0082059.8 |
 RG0102|---------------------------------------------------------------------|
 RG0102
 RG0102                          SUPERSEDED SURVEY CONTROL
 RG0102
 RG0102  NAD 83(1992)-  46 30 56.57827(N)    070 02 07.78428(W) AD(       ) 3
 RG0102  NAD 83(1986)-  46 30 56.58977(N)    070 02 07.79875(W) AD(       ) 3
 RG0102  NAD 27      -  46 30 56.47700(N)    070 02 09.54400(W) AD(       ) 3
 RG0102
 RG0102.Superseded values are not recommended for survey control.
 RG0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0102.See file dsdata.txt to determine how the superseded data were derived.
 RG0102
 RG0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM2056751870(NAD 83)
 RG0102_MARKER: Z = SEE DESCRIPTION
 RG0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RG0102_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RG0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RG0102+STABILITY: SURFACE MOTION
 RG0102
 RG0102  HISTORY     - Date     Condition        Report By
 RG0102  HISTORY     - 1845     MONUMENTED       IBC
 RG0102  HISTORY     - 1977     GOOD             IBC
 RG0102
 RG0102                          STATION DESCRIPTION
 RG0102
 RG0102'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RG0102'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 RG0102'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 RG0102'CONCRETE BASE.  THE NUMBER OF THE
 RG0102'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 RG0102'INSCRIBED IN THE CONCRETE BASE.
 RG0102
 RG0102                          STATION RECOVERY (1977)
 RG0102
 RG0102'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 RG0102'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0104 ***********************************************************************
 RG0104  DESIGNATION -  MON 298 IBC
 RG0104  PID         -  RG0104
 RG0104  STATE/COUNTY-  ME/SOMERSET
 RG0104  USGS QUAD   -  DAAQUAM (1987)
 RG0104
 RG0104                         *CURRENT SURVEY CONTROL
 RG0104  ___________________________________________________________________
 RG0104* NAD 83(1996)-  46 30 06.17469(N)    070 02 18.51503(W)     ADJUSTED  
 RG0104* NAVD 88     -       379.     (meters)    1243.     (feet)  SCALED    
 RG0104  ___________________________________________________________________
 RG0104  LAPLACE CORR-           3.22  (seconds)                    DEFLEC99
 RG0104  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 RG0104
 RG0104  HORZ ORDER  -  THIRD
 RG0104
 RG0104.The horizontal coordinates were established by classical geodetic methods
 RG0104.and adjusted by the National Geodetic Survey in March 1998..
 RG0104
 RG0104.The orthometric height was scaled from a topographic map.
 RG0104
 RG0104.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0104
 RG0104.The geoid height was determined by GEOID03.
 RG0104
 RG0104;                    North         East     Units Scale Factor Converg.
 RG0104;SPC ME W     -   407,644.388   909,839.580   MT  0.99996786   +0 05 34.8
 RG0104;UTM  19      - 5,150,317.789   420,318.473   MT  0.99967804   -0 45 12.0
 RG0104
 RG0104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0104!SPC ME W     -   0.99994475  x   0.99996786  =   0.99991261
 RG0104!UTM  19      -   0.99994475  x   0.99967804  =   0.99962280
 RG0104
 RG0104:                Primary Azimuth Mark                     Grid Az
 RG0104:SPC ME W     -  MON 297 A IBC                            008 15 46.6
 RG0104:UTM  19      -  MON 297 A IBC                            009 06 33.4
 RG0104
 RG0104|---------------------------------------------------------------------|
 RG0104| PID    Reference Object                     Distance      Geod. Az  |
 RG0104|                                                           dddmmss.s |
 RG0104| RG0103 MON 297 A IBC                       APPROX. 0.5 KM 0082121.4 |
 RG0104|---------------------------------------------------------------------|
 RG0104
 RG0104                          SUPERSEDED SURVEY CONTROL
 RG0104
 RG0104  NAD 83(1992)-  46 30 06.18047(N)    070 02 18.50121(W) AD(       ) 3
 RG0104  NAD 83(1986)-  46 30 06.19185(N)    070 02 18.51609(W) AD(       ) 3
 RG0104  NAD 27      -  46 30 06.07900(N)    070 02 20.25900(W) AD(       ) 3
 RG0104
 RG0104.Superseded values are not recommended for survey control.
 RG0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0104.See file dsdata.txt to determine how the superseded data were derived.
 RG0104
 RG0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM2031850318(NAD 83)
 RG0104_MARKER: Z = SEE DESCRIPTION
 RG0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RG0104_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RG0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RG0104+STABILITY: SURFACE MOTION
 RG0104
 RG0104  HISTORY     - Date     Condition        Report By
 RG0104  HISTORY     - 1845     MONUMENTED       IBC
 RG0104  HISTORY     - 1964     POOR             IBC
 RG0104  HISTORY     - 1977     GOOD             IBC
 RG0104
 RG0104                          STATION DESCRIPTION
 RG0104
 RG0104'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RG0104'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 RG0104'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 RG0104'CONCRETE BASE.  THE NUMBER OF THE
 RG0104'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 RG0104'INSCRIBED IN THE CONCRETE BASE.
 RG0104
 RG0104                          STATION RECOVERY (1964)
 RG0104
 RG0104'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1964
 RG0104'PLUMBED
 RG0104
 RG0104                          STATION RECOVERY (1977)
 RG0104
 RG0104'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 RG0104'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0115 ***********************************************************************
 RG0115  DESIGNATION -  MON 299 IBC
 RG0115  PID         -  RG0115
 RG0115  STATE/COUNTY-  ME/SOMERSET
 RG0115  USGS QUAD   -  HARDWOOD MOUNTAIN (1989)
 RG0115
 RG0115                         *CURRENT SURVEY CONTROL
 RG0115  ___________________________________________________________________
 RG0115* NAD 83(1996)-  46 29 14.53602(N)    070 02 29.49629(W)     ADJUSTED  
 RG0115* NAVD 88     -       375.     (meters)    1230.     (feet)  SCALED    
 RG0115  ___________________________________________________________________
 RG0115  LAPLACE CORR-           3.25  (seconds)                    DEFLEC99
 RG0115  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 RG0115
 RG0115  HORZ ORDER  -  THIRD
 RG0115
 RG0115.The horizontal coordinates were established by classical geodetic methods
 RG0115.and adjusted by the National Geodetic Survey in March 1998..
 RG0115
 RG0115.The orthometric height was scaled from a topographic map.
 RG0115
 RG0115.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0115
 RG0115.The geoid height was determined by GEOID03.
 RG0115
 RG0115;                    North         East     Units Scale Factor Converg.
 RG0115;SPC ME W     -   406,049.564   909,607.968   MT  0.99996780   +0 05 26.7
 RG0115;UTM  19      - 5,148,727.021   420,063.407   MT  0.99967854   -0 45 19.4
 RG0115
 RG0115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0115!SPC ME W     -   0.99994537  x   0.99996780  =   0.99991317
 RG0115!UTM  19      -   0.99994537  x   0.99967854  =   0.99962393
 RG0115
 RG0115:                Primary Azimuth Mark                     Grid Az
 RG0115:SPC ME W     -  MON 298 IBC                              008 15 47.3
 RG0115:UTM  19      -  MON 298 IBC                              009 06 33.4
 RG0115
 RG0115|---------------------------------------------------------------------|
 RG0115| PID    Reference Object                     Distance      Geod. Az  |
 RG0115|                                                           dddmmss.s |
 RG0115| RG0104 MON 298 IBC                         APPROX. 1.6 KM 0082114.0 |
 RG0115|---------------------------------------------------------------------|
 RG0115
 RG0115                          SUPERSEDED SURVEY CONTROL
 RG0115
 RG0115  NAD 83(1992)-  46 29 14.54266(N)    070 02 29.48330(W) AD(       ) 3
 RG0115  NAD 83(1986)-  46 29 14.55397(N)    070 02 29.49858(W) AD(       ) 3
 RG0115  NAD 27      -  46 29 14.44100(N)    070 02 31.23900(W) AD(       ) 3
 RG0115
 RG0115.Superseded values are not recommended for survey control.
 RG0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0115.See file dsdata.txt to determine how the superseded data were derived.
 RG0115
 RG0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM2006348727(NAD 83)
 RG0115_MARKER: Z = SEE DESCRIPTION
 RG0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RG0115_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RG0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RG0115+STABILITY: SURFACE MOTION
 RG0115
 RG0115  HISTORY     - Date     Condition        Report By
 RG0115  HISTORY     - 1845     MONUMENTED       IBC
 RG0115  HISTORY     - 1977     GOOD             IBC
 RG0115
 RG0115                          STATION DESCRIPTION
 RG0115
 RG0115'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RG0115'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 RG0115'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 RG0115'CONCRETE BASE.  THE NUMBER OF THE
 RG0115'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 RG0115'INSCRIBED IN THE CONCRETE BASE.
 RG0115
 RG0115                          STATION RECOVERY (1977)
 RG0115
 RG0115'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 RG0115'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0116 ***********************************************************************
 RG0116  DESIGNATION -  MON 300 IBC
 RG0116  PID         -  RG0116
 RG0116  STATE/COUNTY-  ME/SOMERSET
 RG0116  USGS QUAD   -  HARDWOOD MOUNTAIN (1989)
 RG0116
 RG0116                         *CURRENT SURVEY CONTROL
 RG0116  ___________________________________________________________________
 RG0116* NAD 83(1996)-  46 28 22.88819(N)    070 02 40.47372(W)     ADJUSTED  
 RG0116* NAVD 88     -       365.     (meters)    1198.     (feet)  SCALED    
 RG0116  ___________________________________________________________________
 RG0116  LAPLACE CORR-           3.35  (seconds)                    DEFLEC99
 RG0116  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 RG0116
 RG0116  HORZ ORDER  -  THIRD
 RG0116
 RG0116.The horizontal coordinates were established by classical geodetic methods
 RG0116.and adjusted by the National Geodetic Survey in March 1998..
 RG0116
 RG0116.The orthometric height was scaled from a topographic map.
 RG0116
 RG0116.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0116
 RG0116.The geoid height was determined by GEOID03.
 RG0116
 RG0116;                    North         East     Units Scale Factor Converg.
 RG0116;SPC ME W     -   404,454.471   909,376.315   MT  0.99996775   +0 05 18.7
 RG0116;UTM  19      - 5,147,135.982   419,808.300   MT  0.99967905   -0 45 26.7
 RG0116
 RG0116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0116!SPC ME W     -   0.99994693  x   0.99996775  =   0.99991469
 RG0116!UTM  19      -   0.99994693  x   0.99967905  =   0.99962600
 RG0116
 RG0116:                Primary Azimuth Mark                     Grid Az
 RG0116:SPC ME W     -  MON 299 IBC                              008 15 47.6
 RG0116:UTM  19      -  MON 299 IBC                              009 06 33.0
 RG0116
 RG0116|---------------------------------------------------------------------|
 RG0116| PID    Reference Object                     Distance      Geod. Az  |
 RG0116|                                                           dddmmss.s |
 RG0116| RG0115 MON 299 IBC                         APPROX. 1.6 KM 0082106.3 |
 RG0116|---------------------------------------------------------------------|
 RG0116
 RG0116                          SUPERSEDED SURVEY CONTROL
 RG0116
 RG0116  NAD 83(1992)-  46 28 22.89569(N)    070 02 40.46146(W) AD(       ) 3
 RG0116  NAD 83(1986)-  46 28 22.90692(N)    070 02 40.47712(W) AD(       ) 3
 RG0116  NAD 27      -  46 28 22.79400(N)    070 02 42.21600(W) AD(       ) 3
 RG0116
 RG0116.Superseded values are not recommended for survey control.
 RG0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0116.See file dsdata.txt to determine how the superseded data were derived.
 RG0116
 RG0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM1980847136(NAD 83)
 RG0116_MARKER: Z = SEE DESCRIPTION
 RG0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RG0116_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RG0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RG0116+STABILITY: SURFACE MOTION
 RG0116
 RG0116  HISTORY     - Date     Condition        Report By
 RG0116  HISTORY     - 1845     MONUMENTED       IBC
 RG0116  HISTORY     - 1929     POOR             IBC
 RG0116  HISTORY     - 1977     GOOD             IBC
 RG0116
 RG0116                          STATION DESCRIPTION
 RG0116
 RG0116'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RG0116'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 RG0116'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 RG0116'CONCRETE BASE.  THE NUMBER OF THE
 RG0116'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 RG0116'INSCRIBED IN THE CONCRETE BASE.
 RG0116
 RG0116                          STATION RECOVERY (1929)
 RG0116
 RG0116'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1929
 RG0116'SLIGHTLY TILTED BY ACTION OF FROST.  EXCAVATION MADE AROUND ITS BASE,
 RG0116'MONUMENT STRAIGHTENED UP AND SECURED BY FIRMLY TAMPING THE EARTH
 RG0116'BACK INTO PLACE.
 RG0116
 RG0116                          STATION RECOVERY (1977)
 RG0116
 RG0116'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 RG0116'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0117 ***********************************************************************
 RG0117  DESIGNATION -  MON 301 IBC
 RG0117  PID         -  RG0117
 RG0117  STATE/COUNTY-  ME/SOMERSET
 RG0117  USGS QUAD   -  HARDWOOD MOUNTAIN (1989)
 RG0117
 RG0117                         *CURRENT SURVEY CONTROL
 RG0117  ___________________________________________________________________
 RG0117* NAD 83(1996)-  46 27 31.21534(N)    070 02 51.45063(W)     ADJUSTED  
 RG0117* NAVD 88     -       369.     (meters)    1211.     (feet)  SCALED    
 RG0117  ___________________________________________________________________
 RG0117  LAPLACE CORR-           3.42  (seconds)                    DEFLEC99
 RG0117  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 RG0117
 RG0117  HORZ ORDER  -  THIRD
 RG0117
 RG0117.The horizontal coordinates were established by classical geodetic methods
 RG0117.and adjusted by the National Geodetic Survey in March 1998..
 RG0117
 RG0117.The orthometric height was scaled from a topographic map.
 RG0117
 RG0117.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0117
 RG0117.The geoid height was determined by GEOID03.
 RG0117
 RG0117;                    North         East     Units Scale Factor Converg.
 RG0117;SPC ME W     -   402,858.618   909,144.550   MT  0.99996769   +0 05 10.6
 RG0117;UTM  19      - 5,145,544.184   419,553.076   MT  0.99967955   -0 45 34.0
 RG0117
 RG0117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0117!SPC ME W     -   0.99994630  x   0.99996769  =   0.99991400
 RG0117!UTM  19      -   0.99994630  x   0.99967955  =   0.99962587
 RG0117
 RG0117:                Primary Azimuth Mark                     Grid Az
 RG0117:SPC ME W     -  MON 300 IBC                              008 15 47.8
 RG0117:UTM  19      -  MON 300 IBC                              009 06 32.4
 RG0117
 RG0117|---------------------------------------------------------------------|
 RG0117| PID    Reference Object                     Distance      Geod. Az  |
 RG0117|                                                           dddmmss.s |
 RG0117| RG0116 MON 300 IBC                         APPROX. 1.6 KM 0082058.4 |
 RG0117| RG0118 MON 301A IBC                        426.687 METERS 1882058.2 |
 RG0117|---------------------------------------------------------------------|
 RG0117
 RG0117                          SUPERSEDED SURVEY CONTROL
 RG0117
 RG0117  NAD 83(1992)-  46 27 31.22369(N)    070 02 51.43906(W) AD(       ) 3
 RG0117  NAD 83(1986)-  46 27 31.23484(N)    070 02 51.45509(W) AD(       ) 3
 RG0117  NAD 27      -  46 27 31.12200(N)    070 02 53.19100(W) AD(       ) 3
 RG0117
 RG0117.Superseded values are not recommended for survey control.
 RG0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0117.See file dsdata.txt to determine how the superseded data were derived.
 RG0117
 RG0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM1955345544(NAD 83)
 RG0117_MARKER: Z = SEE DESCRIPTION
 RG0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RG0117_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RG0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RG0117+STABILITY: SURFACE MOTION
 RG0117
 RG0117  HISTORY     - Date     Condition        Report By
 RG0117  HISTORY     - 1845     MONUMENTED       IBC
 RG0117  HISTORY     - 1977     GOOD             IBC
 RG0117
 RG0117                          STATION DESCRIPTION
 RG0117
 RG0117'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RG0117'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 RG0117'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 RG0117'CONCRETE BASE.  THE NUMBER OF THE
 RG0117'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 RG0117'INSCRIBED IN THE CONCRETE BASE.
 RG0117
 RG0117                          STATION RECOVERY (1977)
 RG0117
 RG0117'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 RG0117'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0118 ***********************************************************************
 RG0118  DESIGNATION -  MON 301A IBC
 RG0118  PID         -  RG0118
 RG0118  STATE/COUNTY-  ME/SOMERSET
 RG0118  USGS QUAD   -  HARDWOOD MOUNTAIN (1989)
 RG0118
 RG0118                         *CURRENT SURVEY CONTROL
 RG0118  ___________________________________________________________________
 RG0118* NAD 83(1996)-  46 27 17.54324(N)    070 02 54.35401(W)     ADJUSTED  
 RG0118* NAVD 88     -       370.     (meters)    1214.     (feet)  SCALED    
 RG0118  ___________________________________________________________________
 RG0118  LAPLACE CORR-           3.40  (seconds)                    DEFLEC99
 RG0118  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 RG0118
 RG0118  HORZ ORDER  -  THIRD
 RG0118
 RG0118.The horizontal coordinates were established by classical geodetic methods
 RG0118.and adjusted by the National Geodetic Survey in March 1998..
 RG0118
 RG0118.The orthometric height was scaled from a topographic map.
 RG0118
 RG0118.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0118
 RG0118.The geoid height was determined by GEOID03.
 RG0118
 RG0118;                    North         East     Units Scale Factor Converg.
 RG0118;SPC ME W     -   402,436.374   909,083.228   MT  0.99996768   +0 05 08.5
 RG0118;UTM  19      - 5,145,123.012   419,485.548   MT  0.99967968   -0 45 35.9
 RG0118
 RG0118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0118!SPC ME W     -   0.99994615  x   0.99996768  =   0.99991383
 RG0118!UTM  19      -   0.99994615  x   0.99967968  =   0.99962584
 RG0118
 RG0118:                Primary Azimuth Mark                     Grid Az
 RG0118:SPC ME W     -  MON 301 IBC                              008 15 47.7
 RG0118:UTM  19      -  MON 301 IBC                              009 06 32.1
 RG0118
 RG0118|---------------------------------------------------------------------|
 RG0118| PID    Reference Object                     Distance      Geod. Az  |
 RG0118|                                                           dddmmss.s |
 RG0118| RG0117 MON 301 IBC                         426.687 METERS 0082056.2 |
 RG0118|---------------------------------------------------------------------|
 RG0118
 RG0118                          SUPERSEDED SURVEY CONTROL
 RG0118
 RG0118  NAD 83(1992)-  46 27 17.55181(N)    070 02 54.34263(W) AD(       ) 3
 RG0118  NAD 83(1986)-  46 27 17.56291(N)    070 02 54.35876(W) AD(       ) 3
 RG0118  NAD 27      -  46 27 17.45000(N)    070 02 56.09400(W) AD(       ) 3
 RG0118
 RG0118.Superseded values are not recommended for survey control.
 RG0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0118.See file dsdata.txt to determine how the superseded data were derived.
 RG0118
 RG0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM1948645123(NAD 83)
 RG0118_MARKER: Z = SEE DESCRIPTION
 RG0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RG0118_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RG0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RG0118+STABILITY: SURFACE MOTION
 RG0118
 RG0118  HISTORY     - Date     Condition        Report By
 RG0118  HISTORY     - 1913     MONUMENTED       IBC
 RG0118  HISTORY     - 1964     POOR             IBC
 RG0118
 RG0118                          STATION DESCRIPTION
 RG0118
 RG0118'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1913 (JBB)
 RG0118'THE STATION MARK IS A SMALL CONCRETE OR GRANITE MONUMENT CONSISTING
 RG0118'OF AN 8 - 18 INCH TALL OBELISK PROJECTING ABOVE A SQUARE CONCRETE
 RG0118'BLOCK.  ---CANADA,--- ---U.S.--- ---TREATY 1842---AND THE NUMBER OF
 RG0118'THE MONUMENT AND THE YEAR IT WAS MONUMENTED ARE INSCRIBED ON THE
 RG0118'SIDES OF THE CONCRETE BLOCK.
 RG0118
 RG0118                          STATION RECOVERY (1964)
 RG0118
 RG0118'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1964
 RG0118'NEW CONCRETE POST PRECAST AND RESET IN BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0119 ***********************************************************************
 RG0119  DESIGNATION -  MON 302 IBC
 RG0119  PID         -  RG0119
 RG0119  STATE/COUNTY-  ME/SOMERSET
 RG0119  USGS QUAD   -  HARDWOOD MOUNTAIN (1989)
 RG0119
 RG0119                         *CURRENT SURVEY CONTROL
 RG0119  ___________________________________________________________________
 RG0119* NAD 83(1996)-  46 26 39.55882(N)    070 03 02.41360(W)     ADJUSTED  
 RG0119* NAVD 88     -       365.     (meters)    1198.     (feet)  SCALED    
 RG0119  ___________________________________________________________________
 RG0119  LAPLACE CORR-           3.50  (seconds)                    DEFLEC99
 RG0119  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 RG0119
 RG0119  HORZ ORDER  -  THIRD
 RG0119
 RG0119.The horizontal coordinates were established by classical geodetic methods
 RG0119.and adjusted by the National Geodetic Survey in March 1998..
 RG0119
 RG0119.The orthometric height was scaled from a topographic map.
 RG0119
 RG0119.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0119
 RG0119.The geoid height was determined by GEOID03.
 RG0119
 RG0119;                    North         East     Units Scale Factor Converg.
 RG0119;SPC ME W     -   401,263.283   908,912.958   MT  0.99996764   +0 05 02.6
 RG0119;UTM  19      - 5,143,952.898   419,298.038   MT  0.99968005   -0 45 41.3
 RG0119
 RG0119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0119!SPC ME W     -   0.99994693  x   0.99996764  =   0.99991457
 RG0119!UTM  19      -   0.99994693  x   0.99968005  =   0.99962700
 RG0119
 RG0119:                Primary Azimuth Mark                     Grid Az
 RG0119:SPC ME W     -  MON 301A IBC                             008 15 31.0
 RG0119:UTM  19      -  MON 301A IBC                             009 06 14.9
 RG0119
 RG0119|---------------------------------------------------------------------|
 RG0119| PID    Reference Object                     Distance      Geod. Az  |
 RG0119|                                                           dddmmss.s |
 RG0119| RG0118 MON 301A IBC                        APPROX. 1.2 KM 0082033.6 |
 RG0119|---------------------------------------------------------------------|
 RG0119
 RG0119                          SUPERSEDED SURVEY CONTROL
 RG0119
 RG0119  NAD 83(1992)-  46 26 39.56803(N)    070 03 02.40285(W) AD(       ) 3
 RG0119  NAD 83(1986)-  46 26 39.57905(N)    070 03 02.41920(W) AD(       ) 3
 RG0119  NAD 27      -  46 26 39.46600(N)    070 03 04.15300(W) AD(       ) 3
 RG0119
 RG0119.Superseded values are not recommended for survey control.
 RG0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0119.See file dsdata.txt to determine how the superseded data were derived.
 RG0119
 RG0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM1929843953(NAD 83)
 RG0119_MARKER: Z = SEE DESCRIPTION
 RG0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RG0119_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RG0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RG0119+STABILITY: SURFACE MOTION
 RG0119
 RG0119  HISTORY     - Date     Condition        Report By
 RG0119  HISTORY     - 1845     MONUMENTED       IBC
 RG0119  HISTORY     - 1977     GOOD             IBC
 RG0119
 RG0119                          STATION DESCRIPTION
 RG0119
 RG0119'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RG0119'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 RG0119'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 RG0119'CONCRETE BASE.  THE NUMBER OF THE
 RG0119'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 RG0119'INSCRIBED IN THE CONCRETE BASE.
 RG0119
 RG0119                          STATION RECOVERY (1977)
 RG0119
 RG0119'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 RG0119'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0120 ***********************************************************************
 RG0120  DESIGNATION -  MON 303 IBC
 RG0120  PID         -  RG0120
 RG0120  STATE/COUNTY-  ME/SOMERSET
 RG0120  USGS QUAD   -  HARDWOOD MOUNTAIN (1989)
 RG0120
 RG0120                         *CURRENT SURVEY CONTROL
 RG0120  ___________________________________________________________________
 RG0120* NAD 83(1996)-  46 25 47.90166(N)    070 03 13.36907(W)     ADJUSTED  
 RG0120* NAVD 88     -       365.     (meters)    1198.     (feet)  SCALED    
 RG0120  ___________________________________________________________________
 RG0120  LAPLACE CORR-           3.74  (seconds)                    DEFLEC99
 RG0120  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 RG0120
 RG0120  HORZ ORDER  -  THIRD
 RG0120
 RG0120.The horizontal coordinates were established by classical geodetic methods
 RG0120.and adjusted by the National Geodetic Survey in March 1998..
 RG0120
 RG0120.The orthometric height was scaled from a topographic map.
 RG0120
 RG0120.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0120
 RG0120.The geoid height was determined by GEOID03.
 RG0120
 RG0120;                    North         East     Units Scale Factor Converg.
 RG0120;SPC ME W     -   399,667.942   908,681.403   MT  0.99996759   +0 04 54.6
 RG0120;UTM  19      - 5,142,361.605   419,043.043   MT  0.99968056   -0 45 48.6
 RG0120
 RG0120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0120!SPC ME W     -   0.99994693  x   0.99996759  =   0.99991452
 RG0120!UTM  19      -   0.99994693  x   0.99968056  =   0.99962750
 RG0120
 RG0120:                Primary Azimuth Mark                     Grid Az
 RG0120:SPC ME W     -  HARDWOOD MTN                             128 03 18.8
 RG0120:UTM  19      -  HARDWOOD MTN                             128 54 02.0
 RG0120
 RG0120|---------------------------------------------------------------------|
 RG0120| PID    Reference Object                     Distance      Geod. Az  |
 RG0120|                                                           dddmmss.s |
 RG0120| RG0114 HARDWOOD MTN                        APPROX. 3.0 KM 1280813.4 |
 RG0120|---------------------------------------------------------------------|
 RG0120
 RG0120                          SUPERSEDED SURVEY CONTROL
 RG0120
 RG0120  NAD 83(1992)-  46 25 47.91174(N)    070 03 13.35924(W) AD(       ) 3
 RG0120  NAD 83(1986)-  46 25 47.92267(N)    070 03 13.37583(W) AD(       ) 3
 RG0120  NAD 27      -  46 25 47.80900(N)    070 03 15.10800(W) AD(       ) 3
 RG0120
 RG0120.Superseded values are not recommended for survey control.
 RG0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0120.See file dsdata.txt to determine how the superseded data were derived.
 RG0120
 RG0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM1904342362(NAD 83)
 RG0120_MARKER: Z = SEE DESCRIPTION
 RG0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RG0120_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RG0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RG0120+STABILITY: SURFACE MOTION
 RG0120
 RG0120  HISTORY     - Date     Condition        Report By
 RG0120  HISTORY     - 1845     MONUMENTED       IBC
 RG0120  HISTORY     - 1977     GOOD             IBC
 RG0120
 RG0120                          STATION DESCRIPTION
 RG0120
 RG0120'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RG0120'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 RG0120'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 RG0120'CONCRETE BASE.  THE NUMBER OF THE
 RG0120'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 RG0120'INSCRIBED IN THE CONCRETE BASE.
 RG0120
 RG0120                          STATION RECOVERY (1977)
 RG0120
 RG0120'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 RG0120'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0121 ***********************************************************************
 RG0121  DESIGNATION -  MON 304 IBC
 RG0121  PID         -  RG0121
 RG0121  STATE/COUNTY-  ME/SOMERSET
 RG0121  USGS QUAD   -  HARDWOOD MOUNTAIN (1989)
 RG0121
 RG0121                         *CURRENT SURVEY CONTROL
 RG0121  ___________________________________________________________________
 RG0121* NAD 83(1996)-  46 25 31.09264(N)    070 03 16.93413(W)     ADJUSTED  
 RG0121* NAVD 88     -       365.     (meters)    1198.     (feet)  SCALED    
 RG0121  ___________________________________________________________________
 RG0121  LAPLACE CORR-           3.83  (seconds)                    DEFLEC99
 RG0121  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 RG0121
 RG0121  HORZ ORDER  -  THIRD
 RG0121
 RG0121.The horizontal coordinates were established by classical geodetic methods
 RG0121.and adjusted by the National Geodetic Survey in March 1998..
 RG0121
 RG0121.The orthometric height was scaled from a topographic map.
 RG0121
 RG0121.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0121
 RG0121.The geoid height was determined by GEOID03.
 RG0121
 RG0121;                    North         East     Units Scale Factor Converg.
 RG0121;SPC ME W     -   399,148.827   908,606.026   MT  0.99996758   +0 04 52.0
 RG0121;UTM  19      - 5,141,843.807   418,960.039   MT  0.99968073   -0 45 50.9
 RG0121
 RG0121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0121!SPC ME W     -   0.99994692  x   0.99996758  =   0.99991451
 RG0121!UTM  19      -   0.99994692  x   0.99968073  =   0.99962767
 RG0121
 RG0121:                Primary Azimuth Mark                     Grid Az
 RG0121:SPC ME W     -  MON 303 IBC                              008 15 42.7
 RG0121:UTM  19      -  MON 303 IBC                              009 06 25.6
 RG0121
 RG0121|---------------------------------------------------------------------|
 RG0121| PID    Reference Object                     Distance      Geod. Az  |
 RG0121|                                                           dddmmss.s |
 RG0121| RG0120 MON 303 IBC                         APPROX. 0.5 KM 0082034.7 |
 RG0121| RG0122 MON 305 IBC                         120.892 METERS 18821     |
 RG0121|---------------------------------------------------------------------|
 RG0121
 RG0121                          SUPERSEDED SURVEY CONTROL
 RG0121
 RG0121  NAD 83(1992)-  46 25 31.10300(N)    070 03 16.92467(W) AD(       ) 3
 RG0121  NAD 83(1986)-  46 25 31.11386(N)    070 03 16.94131(W) AD(       ) 3
 RG0121  NAD 27      -  46 25 31.00000(N)    070 03 18.67300(W) AD(       ) 3
 RG0121
 RG0121.Superseded values are not recommended for survey control.
 RG0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0121.See file dsdata.txt to determine how the superseded data were derived.
 RG0121
 RG0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM1896041844(NAD 83)
 RG0121_MARKER: Z = SEE DESCRIPTION
 RG0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RG0121_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RG0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RG0121+STABILITY: SURFACE MOTION
 RG0121
 RG0121  HISTORY     - Date     Condition        Report By
 RG0121  HISTORY     - 1845     MONUMENTED       IBC
 RG0121  HISTORY     - 1977     GOOD             IBC
 RG0121
 RG0121                          STATION DESCRIPTION
 RG0121
 RG0121'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RG0121'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 RG0121'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 RG0121'CONCRETE BASE.  THE NUMBER OF THE
 RG0121'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 RG0121'INSCRIBED IN THE CONCRETE BASE.
 RG0121
 RG0121                          STATION RECOVERY (1977)
 RG0121
 RG0121'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 RG0121'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0122 ***********************************************************************
 RG0122  DESIGNATION -  MON 305 IBC
 RG0122  PID         -  RG0122
 RG0122  STATE/COUNTY-  ME/SOMERSET
 RG0122  USGS QUAD   -  HARDWOOD MOUNTAIN (1989)
 RG0122
 RG0122                         *CURRENT SURVEY CONTROL
 RG0122  ___________________________________________________________________
 RG0122* NAD 83(1996)-  46 25 27.21887(N)    070 03 17.75563(W)     ADJUSTED  
 RG0122* NAVD 88     -       365.     (meters)    1198.     (feet)  SCALED    
 RG0122  ___________________________________________________________________
 RG0122  LAPLACE CORR-           3.91  (seconds)                    DEFLEC99
 RG0122  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 RG0122
 RG0122  HORZ ORDER  -  THIRD
 RG0122
 RG0122.The horizontal coordinates were established by classical geodetic methods
 RG0122.and adjusted by the National Geodetic Survey in March 1998..
 RG0122
 RG0122.The orthometric height was scaled from a topographic map.
 RG0122
 RG0122.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0122
 RG0122.The geoid height was determined by GEOID03.
 RG0122
 RG0122;                    North         East     Units Scale Factor Converg.
 RG0122;SPC ME W     -   399,029.193   908,588.654   MT  0.99996757   +0 04 51.4
 RG0122;UTM  19      - 5,141,724.477   418,940.910   MT  0.99968077   -0 45 51.5
 RG0122
 RG0122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0122!SPC ME W     -   0.99994692  x   0.99996757  =   0.99991450
 RG0122!UTM  19      -   0.99994692  x   0.99968077  =   0.99962771
 RG0122
 RG0122                          SUPERSEDED SURVEY CONTROL
 RG0122
 RG0122  NAD 83(1992)-  46 25 27.22930(N)    070 03 17.74625(W) AD(       ) 3
 RG0122  NAD 83(1986)-  46 25 27.24009(N)    070 03 17.76291(W) AD(       ) 3
 RG0122  NAD 27      -  46 25 27.12600(N)    070 03 19.49500(W) AD(       ) 3
 RG0122
 RG0122.Superseded values are not recommended for survey control.
 RG0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0122.See file dsdata.txt to determine how the superseded data were derived.
 RG0122
 RG0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM1894141724(NAD 83)
 RG0122_MARKER: Z = SEE DESCRIPTION
 RG0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RG0122_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RG0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RG0122+STABILITY: SURFACE MOTION
 RG0122
 RG0122  HISTORY     - Date     Condition        Report By
 RG0122  HISTORY     - 1845     MONUMENTED       IBC
 RG0122  HISTORY     - 1977     GOOD             IBC
 RG0122
 RG0122                          STATION DESCRIPTION
 RG0122
 RG0122'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RG0122'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 RG0122'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 RG0122'CONCRETE BASE.  THE NUMBER OF THE
 RG0122'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 RG0122'INSCRIBED IN THE CONCRETE BASE.
 RG0122
 RG0122                          STATION RECOVERY (1977)
 RG0122
 RG0122'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 RG0122'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0123 ***********************************************************************
 RG0123  DESIGNATION -  MON 306 IBC
 RG0123  PID         -  RG0123
 RG0123  STATE/COUNTY-  ME/SOMERSET
 RG0123  USGS QUAD   -  HARDWOOD MOUNTAIN (1989)
 RG0123
 RG0123                         *CURRENT SURVEY CONTROL
 RG0123  ___________________________________________________________________
 RG0123* NAD 83(1996)-  46 25 24.04321(N)    070 03 18.42904(W)     ADJUSTED  
 RG0123* NAVD 88     -       365.     (meters)    1198.     (feet)  SCALED    
 RG0123  ___________________________________________________________________
 RG0123  LAPLACE CORR-           3.93  (seconds)                    DEFLEC99
 RG0123  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 RG0123
 RG0123  HORZ ORDER  -  THIRD
 RG0123
 RG0123.The horizontal coordinates were established by classical geodetic methods
 RG0123.and adjusted by the National Geodetic Survey in March 1998..
 RG0123
 RG0123.The orthometric height was scaled from a topographic map.
 RG0123
 RG0123.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0123
 RG0123.The geoid height was determined by GEOID03.
 RG0123
 RG0123;                    North         East     Units Scale Factor Converg.
 RG0123;SPC ME W     -   398,931.119   908,574.414   MT  0.99996757   +0 04 50.9
 RG0123;UTM  19      - 5,141,626.652   418,925.229   MT  0.99968080   -0 45 51.9
 RG0123
 RG0123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0123!SPC ME W     -   0.99994692  x   0.99996757  =   0.99991450
 RG0123!UTM  19      -   0.99994692  x   0.99968080  =   0.99962774
 RG0123
 RG0123|---------------------------------------------------------------------|
 RG0123| PID    Reference Object                     Distance      Geod. Az  |
 RG0123|                                                           dddmmss.s |
 RG0123| RG0122 MON 305 IBC                          99.106 METERS 00821     |
 RG0123| RG0125 MON 307 IBC                         361.304 METERS 18821     |
 RG0123|---------------------------------------------------------------------|
 RG0123
 RG0123                          SUPERSEDED SURVEY CONTROL
 RG0123
 RG0123  NAD 83(1992)-  46 25 24.05369(N)    070 03 18.41974(W) AD(       ) 3
 RG0123  NAD 83(1986)-  46 25 24.06442(N)    070 03 18.43642(W) AD(       ) 3
 RG0123  NAD 27      -  46 25 23.95000(N)    070 03 20.16800(W) AD(       ) 3
 RG0123
 RG0123.Superseded values are not recommended for survey control.
 RG0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0123.See file dsdata.txt to determine how the superseded data were derived.
 RG0123
 RG0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM1892541627(NAD 83)
 RG0123_MARKER: Z = SEE DESCRIPTION
 RG0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RG0123_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RG0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RG0123+STABILITY: SURFACE MOTION
 RG0123
 RG0123  HISTORY     - Date     Condition        Report By
 RG0123  HISTORY     - 1845     MONUMENTED       IBC
 RG0123  HISTORY     - 1977     GOOD             IBC
 RG0123
 RG0123                          STATION DESCRIPTION
 RG0123
 RG0123'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RG0123'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 RG0123'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 RG0123'CONCRETE BASE.  THE NUMBER OF THE
 RG0123'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 RG0123'INSCRIBED IN THE CONCRETE BASE.
 RG0123
 RG0123                          STATION RECOVERY (1977)
 RG0123
 RG0123'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 RG0123'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0125 ***********************************************************************
 RG0125  DESIGNATION -  MON 307 IBC
 RG0125  PID         -  RG0125
 RG0125  STATE/COUNTY-  ME/SOMERSET
 RG0125  USGS QUAD   -  HARDWOOD MOUNTAIN (1989)
 RG0125
 RG0125                         *CURRENT SURVEY CONTROL
 RG0125  ___________________________________________________________________
 RG0125* NAD 83(1996)-  46 25 12.46588(N)    070 03 20.88388(W)     ADJUSTED  
 RG0125* NAVD 88     -       366.     (meters)    1201.     (feet)  SCALED    
 RG0125  ___________________________________________________________________
 RG0125  LAPLACE CORR-           3.99  (seconds)                    DEFLEC99
 RG0125  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 RG0125
 RG0125  HORZ ORDER  -  THIRD
 RG0125
 RG0125.The horizontal coordinates were established by classical geodetic methods
 RG0125.and adjusted by the National Geodetic Survey in March 1998..
 RG0125
 RG0125.The orthometric height was scaled from a topographic map.
 RG0125
 RG0125.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0125
 RG0125.The geoid height was determined by GEOID03.
 RG0125
 RG0125;                    North         East     Units Scale Factor Converg.
 RG0125;SPC ME W     -   398,573.577   908,522.499   MT  0.99996756   +0 04 49.1
 RG0125;UTM  19      - 5,141,270.016   418,868.062   MT  0.99968091   -0 45 53.6
 RG0125
 RG0125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0125!SPC ME W     -   0.99994677  x   0.99996756  =   0.99991433
 RG0125!UTM  19      -   0.99994677  x   0.99968091  =   0.99962769
 RG0125
 RG0125:                Primary Azimuth Mark                     Grid Az
 RG0125:SPC ME W     -  MON 303 IBC                              008 15 42.3
 RG0125:UTM  19      -  MON 303 IBC                              009 06 25.0
 RG0125
 RG0125|---------------------------------------------------------------------|
 RG0125| PID    Reference Object                     Distance      Geod. Az  |
 RG0125|                                                           dddmmss.s |
 RG0125| RG0120 MON 303 IBC                         APPROX. 1.1 KM 0082031.4 |
 RG0125| RG0123 MON 306 IBC                         361.304 METERS 00821     |
 RG0125| RG0126 MON 308 IBC                         322.763 METERS 18821     |
 RG0125|---------------------------------------------------------------------|
 RG0125
 RG0125                          SUPERSEDED SURVEY CONTROL
 RG0125
 RG0125  NAD 83(1992)-  46 25 12.47654(N)    070 03 20.87484(W) AD(       ) 3
 RG0125  NAD 83(1986)-  46 25 12.48720(N)    070 03 20.89153(W) AD(       ) 3
 RG0125  NAD 27      -  46 25 12.37300(N)    070 03 22.62300(W) AD(       ) 3
 RG0125
 RG0125.Superseded values are not recommended for survey control.
 RG0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0125.See file dsdata.txt to determine how the superseded data were derived.
 RG0125
 RG0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM1886841270(NAD 83)
 RG0125_MARKER: Z = SEE DESCRIPTION
 RG0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RG0125_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RG0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RG0125+STABILITY: SURFACE MOTION
 RG0125
 RG0125  HISTORY     - Date     Condition        Report By
 RG0125  HISTORY     - 1845     MONUMENTED       IBC
 RG0125  HISTORY     - 1977     GOOD             IBC
 RG0125
 RG0125                          STATION DESCRIPTION
 RG0125
 RG0125'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RG0125'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 RG0125'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 RG0125'CONCRETE BASE.  THE NUMBER OF THE
 RG0125'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 RG0125'INSCRIBED IN THE CONCRETE BASE.
 RG0125
 RG0125                          STATION RECOVERY (1977)
 RG0125
 RG0125'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 RG0125'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0126 ***********************************************************************
 RG0126  DESIGNATION -  MON 308 IBC
 RG0126  PID         -  RG0126
 RG0126  STATE/COUNTY-  ME/SOMERSET
 RG0126  USGS QUAD   -  HARDWOOD MOUNTAIN (1989)
 RG0126
 RG0126                         *CURRENT SURVEY CONTROL
 RG0126  ___________________________________________________________________
 RG0126* NAD 83(1996)-  46 25 02.12351(N)    070 03 23.07661(W)     ADJUSTED  
 RG0126* NAVD 88     -       366.     (meters)    1201.     (feet)  SCALED    
 RG0126  ___________________________________________________________________
 RG0126  LAPLACE CORR-           4.03  (seconds)                    DEFLEC99
 RG0126  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 RG0126
 RG0126  HORZ ORDER  -  THIRD
 RG0126
 RG0126.The horizontal coordinates were established by classical geodetic methods
 RG0126.and adjusted by the National Geodetic Survey in March 1998..
 RG0126
 RG0126.The orthometric height was scaled from a topographic map.
 RG0126
 RG0126.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0126
 RG0126.The geoid height was determined by GEOID03.
 RG0126
 RG0126;                    North         East     Units Scale Factor Converg.
 RG0126;SPC ME W     -   398,254.174   908,476.122   MT  0.99996755   +0 04 47.5
 RG0126;UTM  19      - 5,140,951.424   418,816.993   MT  0.99968101   -0 45 55.0
 RG0126
 RG0126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0126!SPC ME W     -   0.99994677  x   0.99996755  =   0.99991432
 RG0126!UTM  19      -   0.99994677  x   0.99968101  =   0.99962779
 RG0126
 RG0126|---------------------------------------------------------------------|
 RG0126| PID    Reference Object                     Distance      Geod. Az  |
 RG0126|                                                           dddmmss.s |
 RG0126| RG0125 MON 307 IBC                         322.763 METERS 00820     |
 RG0126| RG0127 REF MON 309 IBC                     122.152 METERS 18820     |
 RG0126|---------------------------------------------------------------------|
 RG0126
 RG0126                          SUPERSEDED SURVEY CONTROL
 RG0126
 RG0126  NAD 83(1992)-  46 25 02.13435(N)    070 03 23.06774(W) AD(       ) 3
 RG0126  NAD 83(1986)-  46 25 02.14499(N)    070 03 23.08446(W) AD(       ) 3
 RG0126  NAD 27      -  46 25 02.03100(N)    070 03 24.81600(W) AD(       ) 3
 RG0126
 RG0126.Superseded values are not recommended for survey control.
 RG0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0126.See file dsdata.txt to determine how the superseded data were derived.
 RG0126
 RG0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM1881740951(NAD 83)
 RG0126_MARKER: Z = SEE DESCRIPTION
 RG0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RG0126_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RG0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RG0126+STABILITY: SURFACE MOTION
 RG0126
 RG0126  HISTORY     - Date     Condition        Report By
 RG0126  HISTORY     - 1845     MONUMENTED       IBC
 RG0126  HISTORY     - 1977     GOOD             IBC
 RG0126
 RG0126                          STATION DESCRIPTION
 RG0126
 RG0126'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RG0126'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 RG0126'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 RG0126'CONCRETE BASE.  THE NUMBER OF THE
 RG0126'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 RG0126'INSCRIBED IN THE CONCRETE BASE.
 RG0126
 RG0126                          STATION RECOVERY (1977)
 RG0126
 RG0126'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977
 RG0126'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0295 ***********************************************************************
 RG0295  DESIGNATION -  MON 314 IBC
 RG0295  PID         -  RG0295
 RG0295  STATE/COUNTY-  ME/SOMERSET
 RG0295  USGS QUAD   -  HURRICANE POND (1989)
 RG0295
 RG0295                         *CURRENT SURVEY CONTROL
 RG0295  ___________________________________________________________________
 RG0295* NAD 83(1996)-  46 05 58.61894(N)    070 15 25.89228(W)     ADJUSTED  
 RG0295* NAVD 88     -       484.     (meters)    1588.     (feet)  SCALED    
 RG0295  ___________________________________________________________________
 RG0295  LAPLACE CORR-           5.57  (seconds)                    DEFLEC99
 RG0295  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 RG0295
 RG0295  HORZ ORDER  -  THIRD
 RG0295
 RG0295.The horizontal coordinates were established by classical geodetic methods
 RG0295.and adjusted by the National Geodetic Survey in March 1998..
 RG0295
 RG0295.The orthometric height was scaled from a topographic map.
 RG0295
 RG0295.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0295
 RG0295.The geoid height was determined by GEOID03.
 RG0295
 RG0295;                    North         East     Units Scale Factor Converg.
 RG0295;SPC ME W     -   362,945.702   893,000.414   MT  0.99996727   -0 03 54.8
 RG0295;UTM  19      - 5,105,883.874   402,827.824   MT  0.99971608   -0 54 21.4
 RG0295
 RG0295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0295!SPC ME W     -   0.99992825  x   0.99996727  =   0.99989553
 RG0295!UTM  19      -   0.99992825  x   0.99971608  =   0.99964435
 RG0295
 RG0295                          SUPERSEDED SURVEY CONTROL
 RG0295
 RG0295  NAD 83(1992)-  46 05 58.62426(N)    070 15 25.87658(W) AD(       ) 3
 RG0295  NAD 83(1986)-  46 05 58.62903(N)    070 15 25.90510(W) AD(       ) 3
 RG0295  NAD 27      -  46 05 58.53600(N)    070 15 27.63300(W) AD(       ) 3
 RG0295
 RG0295.Superseded values are not recommended for survey control.
 RG0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0295.See file dsdata.txt to determine how the superseded data were derived.
 RG0295
 RG0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM0282805884(NAD 83)
 RG0295_MARKER: Z = SEE DESCRIPTION
 RG0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RG0295_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RG0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RG0295+STABILITY: SURFACE MOTION
 RG0295
 RG0295  HISTORY     - Date     Condition        Report By
 RG0295  HISTORY     - 1845     MONUMENTED       IBC
 RG0295  HISTORY     - 1965     GOOD             IBC
 RG0295
 RG0295                          STATION DESCRIPTION
 RG0295
 RG0295'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RG0295'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 RG0295'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 RG0295'CONCRETE BASE.  THE NUMBER OF THE
 RG0295'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 RG0295'INSCRIBED IN THE CONCRETE BASE.
 RG0295
 RG0295                          STATION RECOVERY (1965)
 RG0295
 RG0295'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 RG0295'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0297 ***********************************************************************
 RG0297  DESIGNATION -  MON 315 IBC
 RG0297  PID         -  RG0297
 RG0297  STATE/COUNTY-  ME/SOMERSET
 RG0297  USGS QUAD   -  HURRICANE POND (1989)
 RG0297
 RG0297                         *CURRENT SURVEY CONTROL
 RG0297  ___________________________________________________________________
 RG0297* NAD 83(1996)-  46 06 04.32679(N)    070 16 10.24161(W)     ADJUSTED  
 RG0297* NAVD 88     -       517.     (meters)    1696.     (feet)  SCALED    
 RG0297  ___________________________________________________________________
 RG0297  LAPLACE CORR-           5.21  (seconds)                    DEFLEC99
 RG0297  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 RG0297
 RG0297  HORZ ORDER  -  THIRD
 RG0297
 RG0297.The horizontal coordinates were established by classical geodetic methods
 RG0297.and adjusted by the National Geodetic Survey in March 1998..
 RG0297.No horizontal observational check was made to the station.
 RG0297
 RG0297.The orthometric height was scaled from a topographic map.
 RG0297
 RG0297.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0297
 RG0297.The geoid height was determined by GEOID03.
 RG0297
 RG0297;                    North         East     Units Scale Factor Converg.
 RG0297;SPC ME W     -   363,123.089   892,048.098   MT  0.99996744   -0 04 26.8
 RG0297;UTM  19      - 5,106,075.168   401,878.450   MT  0.99971835   -0 54 53.4
 RG0297
 RG0297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0297!SPC ME W     -   0.99992309  x   0.99996744  =   0.99989053
 RG0297!UTM  19      -   0.99992309  x   0.99971835  =   0.99964146
 RG0297
 RG0297                          SUPERSEDED SURVEY CONTROL
 RG0297
 RG0297  NAD 83(1992)-  46 06 04.33111(N)    070 16 10.22544(W) AD(       ) 3
 RG0297  NAD 83(1986)-  46 06 04.33595(N)    070 16 10.25402(W) AD(       ) 3
 RG0297  NAD 27      -  46 06 04.24400(N)    070 16 11.98400(W) AD(       ) 3
 RG0297
 RG0297.Superseded values are not recommended for survey control.
 RG0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0297.See file dsdata.txt to determine how the superseded data were derived.
 RG0297
 RG0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM0187806075(NAD 83)
 RG0297_MARKER: Z = SEE DESCRIPTION
 RG0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RG0297_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RG0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RG0297+STABILITY: SURFACE MOTION
 RG0297
 RG0297  HISTORY     - Date     Condition        Report By
 RG0297  HISTORY     - 1845     MONUMENTED       IBC
 RG0297  HISTORY     - 1965     GOOD             IBC
 RG0297
 RG0297                          STATION DESCRIPTION
 RG0297
 RG0297'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RG0297'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 RG0297'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 RG0297'CONCRETE BASE.  THE NUMBER OF THE
 RG0297'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 RG0297'INSCRIBED IN THE CONCRETE BASE.
 RG0297
 RG0297                          STATION RECOVERY (1965)
 RG0297
 RG0297'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 RG0297'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0298 ***********************************************************************
 RG0298  DESIGNATION -  MON 316 IBC
 RG0298  PID         -  RG0298
 RG0298  STATE/COUNTY-  ME/SOMERSET
 RG0298  USGS QUAD   -  HURRICANE POND (1989)
 RG0298
 RG0298                         *CURRENT SURVEY CONTROL
 RG0298  ___________________________________________________________________
 RG0298* NAD 83(1996)-  46 06 05.17196(N)    070 16 29.24295(W)     ADJUSTED  
 RG0298* NAVD 88     -       536.     (meters)    1759.     (feet)  SCALED    
 RG0298  ___________________________________________________________________
 RG0298  LAPLACE CORR-           5.25  (seconds)                    DEFLEC99
 RG0298  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 RG0298
 RG0298  HORZ ORDER  -  THIRD
 RG0298
 RG0298.The horizontal coordinates were established by classical geodetic methods
 RG0298.and adjusted by the National Geodetic Survey in March 1998..
 RG0298.No horizontal observational check was made to the station.
 RG0298
 RG0298.The orthometric height was scaled from a topographic map.
 RG0298
 RG0298.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0298
 RG0298.The geoid height was determined by GEOID03.
 RG0298
 RG0298;                    North         East     Units Scale Factor Converg.
 RG0298;SPC ME W     -   363,149.725   891,640.030   MT  0.99996753   -0 04 40.5
 RG0298;UTM  19      - 5,106,107.780   401,470.918   MT  0.99971934   -0 55 07.1
 RG0298
 RG0298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0298!SPC ME W     -   0.99992011  x   0.99996753  =   0.99988764
 RG0298!UTM  19      -   0.99992011  x   0.99971934  =   0.99963947
 RG0298
 RG0298                          SUPERSEDED SURVEY CONTROL
 RG0298
 RG0298  NAD 83(1992)-  46 06 05.17586(N)    070 16 29.22651(W) AD(       ) 3
 RG0298  NAD 83(1986)-  46 06 05.18073(N)    070 16 29.25513(W) AD(       ) 3
 RG0298  NAD 27      -  46 06 05.08800(N)    070 16 30.98600(W) AD(       ) 3
 RG0298
 RG0298.Superseded values are not recommended for survey control.
 RG0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0298.See file dsdata.txt to determine how the superseded data were derived.
 RG0298
 RG0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM0147106108(NAD 83)
 RG0298_MARKER: Z = SEE DESCRIPTION
 RG0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RG0298_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RG0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RG0298+STABILITY: SURFACE MOTION
 RG0298
 RG0298  HISTORY     - Date     Condition        Report By
 RG0298  HISTORY     - 1845     MONUMENTED       IBC
 RG0298  HISTORY     - 1955     POOR             IBC
 RG0298  HISTORY     - 1965     GOOD             IBC
 RG0298
 RG0298                          STATION DESCRIPTION
 RG0298
 RG0298'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RG0298'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 RG0298'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 RG0298'CONCRETE BASE.  THE NUMBER OF THE
 RG0298'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 RG0298'INSCRIBED IN THE CONCRETE BASE.
 RG0298
 RG0298                          STATION RECOVERY (1955)
 RG0298
 RG0298'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955
 RG0298'CAST - IRON POST IN CONCRETE BASE.  THE POST WAS RESET IN A NEW
 RG0298'THREE - FOOT SQUARE CONCRETE BASE.
 RG0298
 RG0298                          STATION RECOVERY (1965)
 RG0298
 RG0298'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 RG0298'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0303 ***********************************************************************
 RG0303  DESIGNATION -  MON 317 IBC
 RG0303  PID         -  RG0303
 RG0303  STATE/COUNTY-  ME/SOMERSET
 RG0303  USGS QUAD   -  HURRICANE POND (1989)
 RG0303
 RG0303                         *CURRENT SURVEY CONTROL
 RG0303  ___________________________________________________________________
 RG0303* NAD 83(1996)-  46 05 59.68492(N)    070 16 48.81833(W)     ADJUSTED  
 RG0303* NAVD 88     -       565.     (meters)    1854.     (feet)  SCALED    
 RG0303  ___________________________________________________________________
 RG0303  LAPLACE CORR-           5.38  (seconds)                    DEFLEC99
 RG0303  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 RG0303
 RG0303  HORZ ORDER  -  THIRD
 RG0303
 RG0303.The horizontal coordinates were established by classical geodetic methods
 RG0303.and adjusted by the National Geodetic Survey in March 1998..
 RG0303.No horizontal observational check was made to the station.
 RG0303
 RG0303.The orthometric height was scaled from a topographic map.
 RG0303
 RG0303.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0303
 RG0303.The geoid height was determined by GEOID03.
 RG0303
 RG0303;                    North         East     Units Scale Factor Converg.
 RG0303;SPC ME W     -   362,980.899   891,219.357   MT  0.99996761   -0 04 54.6
 RG0303;UTM  19      - 5,105,945.186   401,047.919   MT  0.99972037   -0 55 21.2
 RG0303
 RG0303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0303!SPC ME W     -   0.99991556  x   0.99996761  =   0.99988318
 RG0303!UTM  19      -   0.99991556  x   0.99972037  =   0.99963596
 RG0303
 RG0303                          SUPERSEDED SURVEY CONTROL
 RG0303
 RG0303  NAD 83(1992)-  46 05 59.68851(N)    070 16 48.80133(W) AD(       ) 3
 RG0303  NAD 83(1986)-  46 05 59.69339(N)    070 16 48.83000(W) AD(       ) 3
 RG0303  NAD 27      -  46 05 59.60200(N)    070 16 50.56100(W) AD(       ) 3
 RG0303
 RG0303.Superseded values are not recommended for survey control.
 RG0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0303.See file dsdata.txt to determine how the superseded data were derived.
 RG0303
 RG0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM0104805945(NAD 83)
 RG0303_MARKER: Z = SEE DESCRIPTION
 RG0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RG0303_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RG0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RG0303+STABILITY: SURFACE MOTION
 RG0303
 RG0303  HISTORY     - Date     Condition        Report By
 RG0303  HISTORY     - 1845     MONUMENTED       IBC
 RG0303  HISTORY     - 1965     GOOD             IBC
 RG0303
 RG0303                          STATION DESCRIPTION
 RG0303
 RG0303'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RG0303'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 RG0303'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 RG0303'CONCRETE BASE.  THE NUMBER OF THE
 RG0303'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 RG0303'INSCRIBED IN THE CONCRETE BASE.
 RG0303
 RG0303                          STATION RECOVERY (1965)
 RG0303
 RG0303'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 RG0303'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0310 ***********************************************************************
 RG0310  DESIGNATION -  MON 318 IBC
 RG0310  PID         -  RG0310
 RG0310  STATE/COUNTY-  ME/SOMERSET
 RG0310  USGS QUAD   -  HURRICANE POND (1989)
 RG0310
 RG0310                         *CURRENT SURVEY CONTROL
 RG0310  ___________________________________________________________________
 RG0310* NAD 83(1996)-  46 05 59.36310(N)    070 17 09.35570(W)     ADJUSTED  
 RG0310* NAVD 88     -       578.     (meters)    1896.     (feet)  SCALED    
 RG0310  ___________________________________________________________________
 RG0310  LAPLACE CORR-           5.57  (seconds)                    DEFLEC99
 RG0310  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 RG0310
 RG0310  HORZ ORDER  -  THIRD
 RG0310
 RG0310.The horizontal coordinates were established by classical geodetic methods
 RG0310.and adjusted by the National Geodetic Survey in March 1998..
 RG0310
 RG0310.The orthometric height was scaled from a topographic map.
 RG0310
 RG0310.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0310
 RG0310.The geoid height was determined by GEOID03.
 RG0310
 RG0310;                    North         East     Units Scale Factor Converg.
 RG0310;SPC ME W     -   362,971.609   890,778.239   MT  0.99996771   -0 05 09.4
 RG0310;UTM  19      - 5,105,942.369   400,606.820   MT  0.99972144   -0 55 35.9
 RG0310
 RG0310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0310!SPC ME W     -   0.99991353  x   0.99996771  =   0.99988124
 RG0310!UTM  19      -   0.99991353  x   0.99972144  =   0.99963499
 RG0310
 RG0310                          SUPERSEDED SURVEY CONTROL
 RG0310
 RG0310  NAD 83(1992)-  46 05 59.36625(N)    070 17 09.33836(W) AD(       ) 3
 RG0310  NAD 83(1986)-  46 05 59.37117(N)    070 17 09.36707(W) AD(       ) 3
 RG0310  NAD 27      -  46 05 59.28100(N)    070 17 11.09900(W) AD(       ) 3
 RG0310
 RG0310.Superseded values are not recommended for survey control.
 RG0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0310.See file dsdata.txt to determine how the superseded data were derived.
 RG0310
 RG0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM0060705942(NAD 83)
 RG0310_MARKER: Z = SEE DESCRIPTION
 RG0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RG0310_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RG0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RG0310+STABILITY: SURFACE MOTION
 RG0310
 RG0310  HISTORY     - Date     Condition        Report By
 RG0310  HISTORY     - 1845     MONUMENTED       IBC
 RG0310  HISTORY     - 1965     GOOD             IBC
 RG0310
 RG0310                          STATION DESCRIPTION
 RG0310
 RG0310'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RG0310'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 RG0310'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 RG0310'CONCRETE BASE.  THE NUMBER OF THE
 RG0310'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 RG0310'INSCRIBED IN THE CONCRETE BASE.
 RG0310
 RG0310                          STATION RECOVERY (1965)
 RG0310
 RG0310'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 RG0310'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0314 ***********************************************************************
 RG0314  DESIGNATION -  MON 319 IBC
 RG0314  PID         -  RG0314
 RG0314  STATE/COUNTY-  ME/SOMERSET
 RG0314  USGS QUAD   -  HURRICANE POND (1989)
 RG0314
 RG0314                         *CURRENT SURVEY CONTROL
 RG0314  ___________________________________________________________________
 RG0314* NAD 83(1996)-  46 05 18.84749(N)    070 17 28.80709(W)     ADJUSTED  
 RG0314* NAVD 88     -       527.     (meters)    1729.     (feet)  SCALED    
 RG0314  ___________________________________________________________________
 RG0314  LAPLACE CORR-           5.79  (seconds)                    DEFLEC99
 RG0314  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 RG0314
 RG0314  HORZ ORDER  -  THIRD
 RG0314
 RG0314.The horizontal coordinates were established by classical geodetic methods
 RG0314.and adjusted by the National Geodetic Survey in March 1998..
 RG0314.No horizontal observational check was made to the station.
 RG0314
 RG0314.The orthometric height was scaled from a topographic map.
 RG0314
 RG0314.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0314
 RG0314.The geoid height was determined by GEOID03.
 RG0314
 RG0314;                    North         East     Units Scale Factor Converg.
 RG0314;SPC ME W     -   361,721.337   890,358.498   MT  0.99996781   -0 05 23.3
 RG0314;UTM  19      - 5,104,698.695   400,168.889   MT  0.99972252   -0 55 49.3
 RG0314
 RG0314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0314!SPC ME W     -   0.99992152  x   0.99996781  =   0.99988934
 RG0314!UTM  19      -   0.99992152  x   0.99972252  =   0.99964406
 RG0314
 RG0314                          SUPERSEDED SURVEY CONTROL
 RG0314
 RG0314  NAD 83(1992)-  46 05 18.85172(N)    070 17 28.79130(W) AD(       ) 3
 RG0314  NAD 83(1986)-  46 05 18.85638(N)    070 17 28.81934(W) AD(       ) 3
 RG0314  NAD 27      -  46 05 18.76400(N)    070 17 30.55300(W) AD(       ) 3
 RG0314
 RG0314.Superseded values are not recommended for survey control.
 RG0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0314.See file dsdata.txt to determine how the superseded data were derived.
 RG0314
 RG0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM0016904699(NAD 83)
 RG0314_MARKER: Z = SEE DESCRIPTION
 RG0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RG0314_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RG0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RG0314+STABILITY: SURFACE MOTION
 RG0314
 RG0314  HISTORY     - Date     Condition        Report By
 RG0314  HISTORY     - 1845     MONUMENTED       IBC
 RG0314  HISTORY     - 1930     POOR             IBC
 RG0314  HISTORY     - 1965     SEE DESCRIPTION  IBC
 RG0314
 RG0314                          STATION DESCRIPTION
 RG0314
 RG0314'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RG0314'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 RG0314'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 RG0314'CONCRETE BASE.  THE NUMBER OF THE
 RG0314'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 RG0314'INSCRIBED IN THE CONCRETE BASE.
 RG0314
 RG0314                          STATION RECOVERY (1930)
 RG0314
 RG0314'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1930
 RG0314'CORNERS OF CONCRETE BASE BROKEN.  CORNERS RESTORED WITH NEW CONCRETE.
 RG0314
 RG0314                          STATION RECOVERY (1965)
 RG0314
 RG0314'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 RG0314'NEW CONCRETE TOP ON BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0328 ***********************************************************************
 RG0328  DESIGNATION -  MON 320 IBC
 RG0328  PID         -  RG0328
 RG0328  STATE/COUNTY-  ME/SOMERSET
 RG0328  USGS QUAD   -  HURRICANE POND (1989)
 RG0328
 RG0328                         *CURRENT SURVEY CONTROL
 RG0328  ___________________________________________________________________
 RG0328* NAD 83(1996)-  46 04 14.81777(N)    070 18 09.14016(W)     ADJUSTED  
 RG0328* NAVD 88     -       575.     (meters)    1886.     (feet)  SCALED    
 RG0328  ___________________________________________________________________
 RG0328  LAPLACE CORR-           6.40  (seconds)                    DEFLEC99
 RG0328  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 RG0328
 RG0328  HORZ ORDER  -  THIRD
 RG0328
 RG0328.The horizontal coordinates were established by classical geodetic methods
 RG0328.and adjusted by the National Geodetic Survey in March 1998..
 RG0328.No horizontal observational check was made to the station.
 RG0328
 RG0328.The orthometric height was scaled from a topographic map.
 RG0328
 RG0328.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0328
 RG0328.The geoid height was determined by GEOID03.
 RG0328
 RG0328;                    North         East     Units Scale Factor Converg.
 RG0328;SPC ME W     -   359,745.853   889,488.666   MT  0.99996802   -0 05 52.3
 RG0328;UTM  19      - 5,102,736.662   399,270.394   MT  0.99972473   -0 56 17.4
 RG0328
 RG0328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0328!SPC ME W     -   0.99991400  x   0.99996802  =   0.99988202
 RG0328!UTM  19      -   0.99991400  x   0.99972473  =   0.99963875
 RG0328
 RG0328                          SUPERSEDED SURVEY CONTROL
 RG0328
 RG0328  NAD 83(1992)-  46 04 14.82396(N)    070 18 09.12682(W) AD(       ) 3
 RG0328  NAD 83(1986)-  46 04 14.82813(N)    070 18 09.15380(W) AD(       ) 3
 RG0328  NAD 27      -  46 04 14.73100(N)    070 18 10.88900(W) AD(       ) 3
 RG0328
 RG0328.Superseded values are not recommended for survey control.
 RG0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0328.See file dsdata.txt to determine how the superseded data were derived.
 RG0328
 RG0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCM9927002737(NAD 83)
 RG0328_MARKER: Z = SEE DESCRIPTION
 RG0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RG0328_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RG0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RG0328+STABILITY: SURFACE MOTION
 RG0328
 RG0328  HISTORY     - Date     Condition        Report By
 RG0328  HISTORY     - 1845     MONUMENTED       IBC
 RG0328  HISTORY     - 1965     GOOD             IBC
 RG0328
 RG0328                          STATION DESCRIPTION
 RG0328
 RG0328'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RG0328'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 RG0328'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 RG0328'CONCRETE BASE.  THE NUMBER OF THE
 RG0328'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 RG0328'INSCRIBED IN THE CONCRETE BASE.
 RG0328
 RG0328                          STATION RECOVERY (1965)
 RG0328
 RG0328'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 RG0328'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0323 ***********************************************************************
 RG0323  DESIGNATION -  MON 321 IBC
 RG0323  PID         -  RG0323
 RG0323  STATE/COUNTY-  ME/SOMERSET
 RG0323  USGS QUAD   -  HURRICANE POND (1989)
 RG0323
 RG0323                         *CURRENT SURVEY CONTROL
 RG0323  ___________________________________________________________________
 RG0323* NAD 83(1996)-  46 03 38.67775(N)    070 17 54.10371(W)     ADJUSTED  
 RG0323* NAVD 88     -       627.     (meters)    2057.     (feet)  SCALED    
 RG0323  ___________________________________________________________________
 RG0323  LAPLACE CORR-           6.23  (seconds)                    DEFLEC99
 RG0323  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 RG0323
 RG0323  HORZ ORDER  -  THIRD
 RG0323
 RG0323.The horizontal coordinates were established by classical geodetic methods
 RG0323.and adjusted by the National Geodetic Survey in March 1998..
 RG0323.No horizontal observational check was made to the station.
 RG0323
 RG0323.The orthometric height was scaled from a topographic map.
 RG0323
 RG0323.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0323
 RG0323.The geoid height was determined by GEOID03.
 RG0323
 RG0323;                    North         East     Units Scale Factor Converg.
 RG0323;SPC ME W     -   358,629.498   889,809.943   MT  0.99996794   -0 05 41.4
 RG0323;UTM  19      - 5,101,615.989   399,575.192   MT  0.99972398   -0 56 06.0
 RG0323
 RG0323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0323!SPC ME W     -   0.99990585  x   0.99996794  =   0.99987379
 RG0323!UTM  19      -   0.99990585  x   0.99972398  =   0.99962985
 RG0323
 RG0323                          SUPERSEDED SURVEY CONTROL
 RG0323
 RG0323  NAD 83(1992)-  46 03 38.68413(N)    070 17 54.09258(W) AD(       ) 3
 RG0323  NAD 83(1986)-  46 03 38.68834(N)    070 17 54.11888(W) AD(       ) 3
 RG0323  NAD 27      -  46 03 38.58900(N)    070 17 55.85300(W) AD(       ) 3
 RG0323
 RG0323.Superseded values are not recommended for survey control.
 RG0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0323.See file dsdata.txt to determine how the superseded data were derived.
 RG0323
 RG0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCM9957501616(NAD 83)
 RG0323_MARKER: Z = SEE DESCRIPTION
 RG0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RG0323_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RG0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RG0323+STABILITY: SURFACE MOTION
 RG0323
 RG0323  HISTORY     - Date     Condition        Report By
 RG0323  HISTORY     - 1845     MONUMENTED       IBC
 RG0323  HISTORY     - 1965     GOOD             IBC
 RG0323
 RG0323                          STATION DESCRIPTION
 RG0323
 RG0323'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RG0323'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 RG0323'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 RG0323'CONCRETE BASE.  THE NUMBER OF THE
 RG0323'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 RG0323'INSCRIBED IN THE CONCRETE BASE.
 RG0323
 RG0323                          STATION RECOVERY (1965)
 RG0323
 RG0323'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 RG0323'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0300 ***********************************************************************
 RG0300  DESIGNATION -  MON 322 IBC
 RG0300  PID         -  RG0300
 RG0300  STATE/COUNTY-  ME/SOMERSET
 RG0300  USGS QUAD   -  HURRICANE POND (1989)
 RG0300
 RG0300                         *CURRENT SURVEY CONTROL
 RG0300  ___________________________________________________________________
 RG0300* NAD 83(1996)-  46 03 34.77080(N)    070 16 42.58632(W)     ADJUSTED  
 RG0300* NAVD 88     -       595.     (meters)    1952.     (feet)  SCALED    
 RG0300  ___________________________________________________________________
 RG0300  LAPLACE CORR-           5.27  (seconds)                    DEFLEC99
 RG0300  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 RG0300
 RG0300  HORZ ORDER  -  THIRD
 RG0300
 RG0300.The horizontal coordinates were established by classical geodetic methods
 RG0300.and adjusted by the National Geodetic Survey in March 1998..
 RG0300.No horizontal observational check was made to the station.
 RG0300
 RG0300.The orthometric height was scaled from a topographic map.
 RG0300
 RG0300.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0300
 RG0300.The geoid height was determined by GEOID03.
 RG0300
 RG0300;                    North         East     Units Scale Factor Converg.
 RG0300;SPC ME W     -   358,506.520   891,346.919   MT  0.99996759   -0 04 49.9
 RG0300;UTM  19      - 5,101,470.523   401,109.822   MT  0.99972022   -0 55 14.4
 RG0300
 RG0300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0300!SPC ME W     -   0.99991086  x   0.99996759  =   0.99987845
 RG0300!UTM  19      -   0.99991086  x   0.99972022  =   0.99963110
 RG0300
 RG0300                          SUPERSEDED SURVEY CONTROL
 RG0300
 RG0300  NAD 83(1992)-  46 03 34.77530(N)    070 16 42.57655(W) AD(       ) 3
 RG0300  NAD 83(1986)-  46 03 34.78010(N)    070 16 42.60265(W) AD(       ) 3
 RG0300  NAD 27      -  46 03 34.68000(N)    070 16 44.33400(W) AD(       ) 3
 RG0300
 RG0300.Superseded values are not recommended for survey control.
 RG0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0300.See file dsdata.txt to determine how the superseded data were derived.
 RG0300
 RG0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM0111001471(NAD 83)
 RG0300_MARKER: Z = SEE DESCRIPTION
 RG0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RG0300_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RG0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RG0300+STABILITY: SURFACE MOTION
 RG0300
 RG0300  HISTORY     - Date     Condition        Report By
 RG0300  HISTORY     - 1845     MONUMENTED       IBC
 RG0300  HISTORY     - 1930     POOR             IBC
 RG0300  HISTORY     - 1955     SEE DESCRIPTION  IBC
 RG0300  HISTORY     - 1965     GOOD             IBC
 RG0300
 RG0300                          STATION DESCRIPTION
 RG0300
 RG0300'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RG0300'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 RG0300'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 RG0300'CONCRETE BASE.  THE NUMBER OF THE
 RG0300'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 RG0300'INSCRIBED IN THE CONCRETE BASE.
 RG0300
 RG0300                          STATION RECOVERY (1930)
 RG0300
 RG0300'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1930
 RG0300'CORNERS OF CONCRETE BASE BROKEN.  CORNERS RESTORED WITH NEW CONCRETE.
 RG0300
 RG0300                          STATION RECOVERY (1955)
 RG0300
 RG0300'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955
 RG0300'CAST IRON POST IN CONCRETE BASE.  LOOSE CONCRETE CHISELLED AWAY AND
 RG0300'BASE RECAPPED WITH 4 INCHES OF CONCRETE.
 RG0300
 RG0300                          STATION RECOVERY (1965)
 RG0300
 RG0300'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 RG0300'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0308 ***********************************************************************
 RG0308  DESIGNATION -  MON 323 IBC
 RG0308  PID         -  RG0308
 RG0308  STATE/COUNTY-  ME/SOMERSET
 RG0308  USGS QUAD   -  HURRICANE POND (1989)
 RG0308
 RG0308                         *CURRENT SURVEY CONTROL
 RG0308  ___________________________________________________________________
 RG0308* NAD 83(1996)-  46 02 54.25627(N)    070 17 04.70217(W)     ADJUSTED  
 RG0308* NAVD 88     -       580.     (meters)    1903.     (feet)  SCALED    
 RG0308  ___________________________________________________________________
 RG0308  LAPLACE CORR-           5.77  (seconds)                    DEFLEC99
 RG0308  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 RG0308
 RG0308  HORZ ORDER  -  THIRD
 RG0308
 RG0308.The horizontal coordinates were established by classical geodetic methods
 RG0308.and adjusted by the National Geodetic Survey in March 1998..
 RG0308.No horizontal observational check was made to the station.
 RG0308
 RG0308.The orthometric height was scaled from a topographic map.
 RG0308
 RG0308.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0308
 RG0308.The geoid height was determined by GEOID03.
 RG0308
 RG0308;                    North         East     Units Scale Factor Converg.
 RG0308;SPC ME W     -   357,256.335   890,869.712   MT  0.99996769   -0 05 05.8
 RG0308;UTM  19      - 5,100,227.776   400,614.460   MT  0.99972143   -0 55 29.7
 RG0308
 RG0308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0308!SPC ME W     -   0.99991321  x   0.99996769  =   0.99988090
 RG0308!UTM  19      -   0.99991321  x   0.99972143  =   0.99963466
 RG0308
 RG0308                          SUPERSEDED SURVEY CONTROL
 RG0308
 RG0308  NAD 83(1992)-  46 02 54.26192(N)    070 17 04.69411(W) AD(       ) 3
 RG0308  NAD 83(1986)-  46 02 54.26642(N)    070 17 04.71955(W) AD(       ) 3
 RG0308  NAD 27      -  46 02 54.16300(N)    070 17 06.45100(W) AD(       ) 3
 RG0308
 RG0308.Superseded values are not recommended for survey control.
 RG0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0308.See file dsdata.txt to determine how the superseded data were derived.
 RG0308
 RG0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM0061400228(NAD 83)
 RG0308_MARKER: Z = SEE DESCRIPTION
 RG0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RG0308_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RG0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RG0308+STABILITY: SURFACE MOTION
 RG0308
 RG0308  HISTORY     - Date     Condition        Report By
 RG0308  HISTORY     - 1845     MONUMENTED       IBC
 RG0308  HISTORY     - 1930     POOR             IBC
 RG0308  HISTORY     - 1965     GOOD             IBC
 RG0308
 RG0308                          STATION DESCRIPTION
 RG0308
 RG0308'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RG0308'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 RG0308'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 RG0308'CONCRETE BASE.  THE NUMBER OF THE
 RG0308'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 RG0308'INSCRIBED IN THE CONCRETE BASE.
 RG0308
 RG0308                          STATION RECOVERY (1930)
 RG0308
 RG0308'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1930
 RG0308'CONCRETE BASE BADLY DISINTEGRATED.  NEW BASE CONSTRUCTED OF CONCRETE.
 RG0308
 RG0308                          STATION RECOVERY (1965)
 RG0308
 RG0308'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 RG0308'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0317 ***********************************************************************
 RG0317  DESIGNATION -  MON 324 IBC
 RG0317  PID         -  RG0317
 RG0317  STATE/COUNTY-  ME/SOMERSET
 RG0317  USGS QUAD   -  HURRICANE POND (1989)
 RG0317
 RG0317                         *CURRENT SURVEY CONTROL
 RG0317  ___________________________________________________________________
 RG0317* NAD 83(1996)-  46 02 27.35606(N)    070 17 42.56356(W)     ADJUSTED  
 RG0317* NAVD 88     -       528.     (meters)    1732.     (feet)  SCALED    
 RG0317  ___________________________________________________________________
 RG0317  LAPLACE CORR-           6.55  (seconds)                    DEFLEC99
 RG0317  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 RG0317
 RG0317  HORZ ORDER  -  THIRD
 RG0317
 RG0317.The horizontal coordinates were established by classical geodetic methods
 RG0317.and adjusted by the National Geodetic Survey in March 1998..
 RG0317.No horizontal observational check was made to the station.
 RG0317
 RG0317.The orthometric height was scaled from a topographic map.
 RG0317
 RG0317.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0317
 RG0317.The geoid height was determined by GEOID03.
 RG0317
 RG0317;                    North         East     Units Scale Factor Converg.
 RG0317;SPC ME W     -   356,427.063   890,054.424   MT  0.99996788   -0 05 33.0
 RG0317;UTM  19      - 5,099,410.745   399,787.306   MT  0.99972346   -0 55 56.6
 RG0317
 RG0317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0317!SPC ME W     -   0.99992136  x   0.99996788  =   0.99988924
 RG0317!UTM  19      -   0.99992136  x   0.99972346  =   0.99964484
 RG0317
 RG0317                          SUPERSEDED SURVEY CONTROL
 RG0317
 RG0317  NAD 83(1992)-  46 02 27.36302(N)    070 17 42.55619(W) AD(       ) 3
 RG0317  NAD 83(1986)-  46 02 27.36714(N)    070 17 42.58128(W) AD(       ) 3
 RG0317  NAD 27      -  46 02 27.26300(N)    070 17 44.31300(W) AD(       ) 3
 RG0317
 RG0317.Superseded values are not recommended for survey control.
 RG0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0317.See file dsdata.txt to determine how the superseded data were derived.
 RG0317
 RG0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL9978799411(NAD 83)
 RG0317_MARKER: Z = SEE DESCRIPTION
 RG0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RG0317_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RG0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RG0317+STABILITY: SURFACE MOTION
 RG0317
 RG0317  HISTORY     - Date     Condition        Report By
 RG0317  HISTORY     - 1845     MONUMENTED       IBC
 RG0317  HISTORY     - 1930     POOR             IBC
 RG0317  HISTORY     - 1965     GOOD             IBC
 RG0317
 RG0317                          STATION DESCRIPTION
 RG0317
 RG0317'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RG0317'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 RG0317'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 RG0317'CONCRETE BASE.  THE NUMBER OF THE
 RG0317'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 RG0317'INSCRIBED IN THE CONCRETE BASE.
 RG0317
 RG0317                          STATION RECOVERY (1930)
 RG0317
 RG0317'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1930
 RG0317'TOP OF BASE BADLY DISINTEGRATED.  NEW BASE CONSTRUCTED OF CONCRETE.
 RG0317
 RG0317                          STATION RECOVERY (1965)
 RG0317
 RG0317'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 RG0317'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0325 ***********************************************************************
 RG0325  DESIGNATION -  MON 325 IBC
 RG0325  PID         -  RG0325
 RG0325  STATE/COUNTY-  ME/SOMERSET
 RG0325  USGS QUAD   -  HURRICANE POND (1989)
 RG0325
 RG0325                         *CURRENT SURVEY CONTROL
 RG0325  ___________________________________________________________________
 RG0325* NAD 83(1996)-  46 01 39.42208(N)    070 18 04.94686(W)     ADJUSTED  
 RG0325* NAVD 88     -       524.     (meters)    1719.     (feet)  SCALED    
 RG0325  ___________________________________________________________________
 RG0325  LAPLACE CORR-           6.91  (seconds)                    DEFLEC99
 RG0325  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 RG0325
 RG0325  HORZ ORDER  -  THIRD
 RG0325
 RG0325.The horizontal coordinates were established by classical geodetic methods
 RG0325.and adjusted by the National Geodetic Survey in March 1998..
 RG0325.No horizontal observational check was made to the station.
 RG0325
 RG0325.The orthometric height was scaled from a topographic map.
 RG0325
 RG0325.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0325
 RG0325.The geoid height was determined by GEOID03.
 RG0325
 RG0325;                    North         East     Units Scale Factor Converg.
 RG0325;SPC ME W     -   354,947.920   889,570.656   MT  0.99996800   -0 05 49.0
 RG0325;UTM  19      - 5,097,939.210   399,282.034   MT  0.99972470   -0 56 11.9
 RG0325
 RG0325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0325!SPC ME W     -   0.99992199  x   0.99996800  =   0.99988999
 RG0325!UTM  19      -   0.99992199  x   0.99972470  =   0.99964671
 RG0325
 RG0325                          SUPERSEDED SURVEY CONTROL
 RG0325
 RG0325  NAD 83(1992)-  46 01 39.43039(N)    070 18 04.94174(W) AD(       ) 3
 RG0325  NAD 83(1986)-  46 01 39.43420(N)    070 18 04.96608(W) AD(       ) 3
 RG0325  NAD 27      -  46 01 39.32700(N)    070 18 06.69600(W) AD(       ) 3
 RG0325
 RG0325.Superseded values are not recommended for survey control.
 RG0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0325.See file dsdata.txt to determine how the superseded data were derived.
 RG0325
 RG0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL9928297939(NAD 83)
 RG0325_MARKER: Z = SEE DESCRIPTION
 RG0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RG0325_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RG0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RG0325+STABILITY: SURFACE MOTION
 RG0325
 RG0325  HISTORY     - Date     Condition        Report By
 RG0325  HISTORY     - 1845     MONUMENTED       IBC
 RG0325  HISTORY     - 1930     POOR             IBC
 RG0325  HISTORY     - 1955     SEE DESCRIPTION  IBC
 RG0325  HISTORY     - 1965     GOOD             IBC
 RG0325
 RG0325                          STATION DESCRIPTION
 RG0325
 RG0325'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RG0325'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 RG0325'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 RG0325'CONCRETE BASE.  THE NUMBER OF THE
 RG0325'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 RG0325'INSCRIBED IN THE CONCRETE BASE.
 RG0325
 RG0325                          STATION RECOVERY (1930)
 RG0325
 RG0325'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1930
 RG0325'CONCRETE BASE BADLY DISINTEGRATED.  NEW BASE CONSTRUCTED OF CONCRETE.
 RG0325
 RG0325                          STATION RECOVERY (1955)
 RG0325
 RG0325'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955
 RG0325'CAST IRON POST IN CONCRETE BASE.  LOOSE CONCRETE CHISELLED AWAY AND
 RG0325'BASE RECAPPED WITH 4 INCHES OF CONCRETE.
 RG0325
 RG0325                          STATION RECOVERY (1965)
 RG0325
 RG0325'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 RG0325'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0333 ***********************************************************************
 RG0333  DESIGNATION -  MON 326 IBC
 RG0333  PID         -  RG0333
 RG0333  STATE/COUNTY-  ME/SOMERSET
 RG0333  USGS QUAD   -  HURRICANE POND (1989)
 RG0333
 RG0333                         *CURRENT SURVEY CONTROL
 RG0333  ___________________________________________________________________
 RG0333* NAD 83(1996)-  46 01 08.12229(N)    070 19 04.52586(W)     ADJUSTED  
 RG0333* NAVD 88     -       545.     (meters)    1788.     (feet)  SCALED    
 RG0333  ___________________________________________________________________
 RG0333  LAPLACE CORR-           7.30  (seconds)                    DEFLEC99
 RG0333  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 RG0333
 RG0333  HORZ ORDER  -  THIRD
 RG0333
 RG0333.The horizontal coordinates were established by classical geodetic methods
 RG0333.and adjusted by the National Geodetic Survey in March 1998..
 RG0333.No horizontal observational check was made to the station.
 RG0333
 RG0333.The orthometric height was scaled from a topographic map.
 RG0333
 RG0333.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0333
 RG0333.The geoid height was determined by GEOID03.
 RG0333
 RG0333;                    North         East     Units Scale Factor Converg.
 RG0333;SPC ME W     -   353,983.857   888,287.505   MT  0.99996835   -0 06 31.8
 RG0333;UTM  19      - 5,096,994.283   397,985.207   MT  0.99972794   -0 56 54.3
 RG0333
 RG0333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0333!SPC ME W     -   0.99991870  x   0.99996835  =   0.99988706
 RG0333!UTM  19      -   0.99991870  x   0.99972794  =   0.99964667
 RG0333
 RG0333                          SUPERSEDED SURVEY CONTROL
 RG0333
 RG0333  NAD 83(1992)-  46 01 08.13281(N)    070 19 04.52166(W) AD(       ) 3
 RG0333  NAD 83(1986)-  46 01 08.13609(N)    070 19 04.54560(W) AD(       ) 3
 RG0333  NAD 27      -  46 01 08.02700(N)    070 19 06.27200(W) AD(       ) 3
 RG0333
 RG0333.Superseded values are not recommended for survey control.
 RG0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0333.See file dsdata.txt to determine how the superseded data were derived.
 RG0333
 RG0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL9798596994(NAD 83)
 RG0333_MARKER: Z = SEE DESCRIPTION
 RG0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RG0333_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RG0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RG0333+STABILITY: SURFACE MOTION
 RG0333
 RG0333  HISTORY     - Date     Condition        Report By
 RG0333  HISTORY     - 1845     MONUMENTED       IBC
 RG0333  HISTORY     - 1930     POOR             IBC
 RG0333  HISTORY     - 1965     GOOD             IBC
 RG0333
 RG0333                          STATION DESCRIPTION
 RG0333
 RG0333'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RG0333'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 RG0333'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 RG0333'CONCRETE BASE.  THE NUMBER OF THE
 RG0333'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 RG0333'INSCRIBED IN THE CONCRETE BASE.
 RG0333
 RG0333                          STATION RECOVERY (1930)
 RG0333
 RG0333'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1930
 RG0333'CONCRETE BASE BADLY DISINTEGRATED.  NEW BASE CONSTRUCTED OF CONCRETE.
 RG0333
 RG0333                          STATION RECOVERY (1965)
 RG0333
 RG0333'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 RG0333'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0331 ***********************************************************************
 RG0331  DESIGNATION -  MON 327 IBC
 RG0331  PID         -  RG0331
 RG0331  STATE/COUNTY-  ME/SOMERSET
 RG0331  USGS QUAD   -  HURRICANE POND (1989)
 RG0331
 RG0331                         *CURRENT SURVEY CONTROL
 RG0331  ___________________________________________________________________
 RG0331* NAD 83(1996)-  46 00 43.02352(N)    070 18 39.88121(W)     ADJUSTED  
 RG0331* NAVD 88     -       489.     (meters)    1604.     (feet)  SCALED    
 RG0331  ___________________________________________________________________
 RG0331  LAPLACE CORR-           7.08  (seconds)                    DEFLEC99
 RG0331  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 RG0331
 RG0331  HORZ ORDER  -  THIRD
 RG0331
 RG0331.The horizontal coordinates were established by classical geodetic methods
 RG0331.and adjusted by the National Geodetic Survey in March 1998..
 RG0331.No horizontal observational check was made to the station.
 RG0331
 RG0331.The orthometric height was scaled from a topographic map.
 RG0331
 RG0331.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0331
 RG0331.The geoid height was determined by GEOID03.
 RG0331
 RG0331;                    North         East     Units Scale Factor Converg.
 RG0331;SPC ME W     -   353,207.963   888,816.195   MT  0.99996820   -0 06 14.0
 RG0331;UTM  19      - 5,096,210.915   398,502.347   MT  0.99972664   -0 56 36.2
 RG0331
 RG0331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0331!SPC ME W     -   0.99992748  x   0.99996820  =   0.99989568
 RG0331!UTM  19      -   0.99992748  x   0.99972664  =   0.99965414
 RG0331
 RG0331                          SUPERSEDED SURVEY CONTROL
 RG0331
 RG0331  NAD 83(1992)-  46 00 43.03369(N)    070 18 39.87896(W) AD(       ) 3
 RG0331  NAD 83(1986)-  46 00 43.03714(N)    070 18 39.90250(W) AD(       ) 3
 RG0331  NAD 27      -  46 00 42.92600(N)    070 18 41.62600(W) AD(       ) 3
 RG0331
 RG0331.Superseded values are not recommended for survey control.
 RG0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0331.See file dsdata.txt to determine how the superseded data were derived.
 RG0331
 RG0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL9850296211(NAD 83)
 RG0331_MARKER: Z = SEE DESCRIPTION
 RG0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RG0331_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RG0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RG0331+STABILITY: SURFACE MOTION
 RG0331
 RG0331  HISTORY     - Date     Condition        Report By
 RG0331  HISTORY     - 1845     MONUMENTED       IBC
 RG0331  HISTORY     - 1930     POOR             IBC
 RG0331  HISTORY     - 1965     GOOD             IBC
 RG0331
 RG0331                          STATION DESCRIPTION
 RG0331
 RG0331'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RG0331'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 RG0331'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 RG0331'CONCRETE BASE.  THE NUMBER OF THE
 RG0331'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 RG0331'INSCRIBED IN THE CONCRETE BASE.
 RG0331
 RG0331                          STATION RECOVERY (1930)
 RG0331
 RG0331'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1930
 RG0331'CONCRETE BASE BADLY DISINTEGRATED.  NEW BASE CONSTRUCTED OF CONCRETE.
 RG0331
 RG0331                          STATION RECOVERY (1965)
 RG0331
 RG0331'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 RG0331'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0182 ***********************************************************************
 QH0182  DESIGNATION -  MON 328 IBC
 QH0182  PID         -  QH0182
 QH0182  STATE/COUNTY-  ME/SOMERSET
 QH0182  USGS QUAD   -  FISHER PONDS (1989)
 QH0182
 QH0182                         *CURRENT SURVEY CONTROL
 QH0182  ___________________________________________________________________
 QH0182* NAD 83(1996)-  45 59 54.96731(N)    070 17 59.80425(W)     ADJUSTED  
 QH0182* NAVD 88     -       472.     (meters)    1549.     (feet)  SCALED    
 QH0182  ___________________________________________________________________
 QH0182  LAPLACE CORR-           6.76  (seconds)                    DEFLEC99
 QH0182  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 QH0182
 QH0182  HORZ ORDER  -  THIRD
 QH0182
 QH0182.The horizontal coordinates were established by classical geodetic methods
 QH0182.and adjusted by the National Geodetic Survey in March 1998..
 QH0182.No horizontal observational check was made to the station.
 QH0182
 QH0182.The orthometric height was scaled from a topographic map.
 QH0182
 QH0182.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0182
 QH0182.The geoid height was determined by GEOID03.
 QH0182
 QH0182;                    North         East     Units Scale Factor Converg.
 QH0182;SPC ME W     -   351,722.755   889,675.857   MT  0.99996798   -0 05 45.1
 QH0182;UTM  19      - 5,094,713.635   399,339.956   MT  0.99972456   -0 56 06.6
 QH0182
 QH0182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0182!SPC ME W     -   0.99993013  x   0.99996798  =   0.99989812
 QH0182!UTM  19      -   0.99993013  x   0.99972456  =   0.99965471
 QH0182
 QH0182                          SUPERSEDED SURVEY CONTROL
 QH0182
 QH0182  NAD 83(1992)-  45 59 54.97702(N)    070 17 59.80570(W) AD(       ) 3
 QH0182  NAD 83(1986)-  45 59 54.98069(N)    070 17 59.82840(W) AD(       ) 3
 QH0182  NAD 27      -  45 59 54.86800(N)    070 18 01.54700(W) AD(       ) 3
 QH0182
 QH0182.Superseded values are not recommended for survey control.
 QH0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0182.See file dsdata.txt to determine how the superseded data were derived.
 QH0182
 QH0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL9934094714(NAD 83)
 QH0182_MARKER: Z = SEE DESCRIPTION
 QH0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0182_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0182+STABILITY: SURFACE MOTION
 QH0182
 QH0182  HISTORY     - Date     Condition        Report By
 QH0182  HISTORY     - 1845     MONUMENTED       IBC
 QH0182  HISTORY     - 1965     GOOD             IBC
 QH0182
 QH0182                          STATION DESCRIPTION
 QH0182
 QH0182'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0182'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 QH0182'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 QH0182'CONCRETE BASE.  THE NUMBER OF THE
 QH0182'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 QH0182'INSCRIBED IN THE CONCRETE BASE.
 QH0182
 QH0182                          STATION RECOVERY (1965)
 QH0182
 QH0182'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 QH0182'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0178 ***********************************************************************
 QH0178  DESIGNATION -  MON 329 IBC
 QH0178  PID         -  QH0178
 QH0178  STATE/COUNTY-  ME/SOMERSET
 QH0178  USGS QUAD   -  FISHER PONDS (1989)
 QH0178
 QH0178                         *CURRENT SURVEY CONTROL
 QH0178  ___________________________________________________________________
 QH0178* NAD 83(1996)-  45 59 43.37004(N)    070 17 02.30776(W)     ADJUSTED  
 QH0178* NAVD 88     -       546.     (meters)    1791.     (feet)  SCALED    
 QH0178  ___________________________________________________________________
 QH0178  LAPLACE CORR-           6.15  (seconds)                    DEFLEC99
 QH0178  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 QH0178
 QH0178  HORZ ORDER  -  THIRD
 QH0178
 QH0178.The horizontal coordinates were established by classical geodetic methods
 QH0178.and adjusted by the National Geodetic Survey in March 1998..
 QH0178.No horizontal observational check was made to the station.
 QH0178
 QH0178.The orthometric height was scaled from a topographic map.
 QH0178
 QH0178.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0178
 QH0178.The geoid height was determined by GEOID03.
 QH0178
 QH0178;                    North         East     Units Scale Factor Converg.
 QH0178;SPC ME W     -   351,362.751   890,912.505   MT  0.99996768   -0 05 03.8
 QH0178;UTM  19      - 5,094,335.649   400,570.896   MT  0.99972153   -0 55 25.0
 QH0178
 QH0178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0178!SPC ME W     -   0.99991853  x   0.99996768  =   0.99988621
 QH0178!UTM  19      -   0.99991853  x   0.99972153  =   0.99964008
 QH0178
 QH0178                          SUPERSEDED SURVEY CONTROL
 QH0178
 QH0178  NAD 83(1992)-  45 59 43.37815(N)    070 17 02.31088(W) AD(       ) 3
 QH0178  NAD 83(1986)-  45 59 43.38224(N)    070 17 02.33319(W) AD(       ) 3
 QH0178  NAD 27      -  45 59 43.27000(N)    070 17 04.04900(W) AD(       ) 3
 QH0178
 QH0178.Superseded values are not recommended for survey control.
 QH0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0178.See file dsdata.txt to determine how the superseded data were derived.
 QH0178
 QH0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL0057194336(NAD 83)
 QH0178_MARKER: Z = SEE DESCRIPTION
 QH0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0178_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0178+STABILITY: SURFACE MOTION
 QH0178
 QH0178  HISTORY     - Date     Condition        Report By
 QH0178  HISTORY     - 1845     MONUMENTED       IBC
 QH0178  HISTORY     - 1965     GOOD             IBC
 QH0178
 QH0178                          STATION DESCRIPTION
 QH0178
 QH0178'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0178'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 QH0178'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 QH0178'CONCRETE BASE.  THE NUMBER OF THE
 QH0178'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 QH0178'INSCRIBED IN THE CONCRETE BASE.
 QH0178
 QH0178                          STATION RECOVERY (1965)
 QH0178
 QH0178'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 QH0178'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0184 ***********************************************************************
 QH0184  DESIGNATION -  MON 330 IBC
 QH0184  PID         -  QH0184
 QH0184  STATE/COUNTY-  ME/SOMERSET
 QH0184  USGS QUAD   -  FISHER PONDS (1989)
 QH0184
 QH0184                         *CURRENT SURVEY CONTROL
 QH0184  ___________________________________________________________________
 QH0184* NAD 83(1996)-  45 58 46.99519(N)    070 18 30.59502(W)     ADJUSTED  
 QH0184* NAVD 88     -       527.     (meters)    1729.     (feet)  SCALED    
 QH0184  ___________________________________________________________________
 QH0184  LAPLACE CORR-           7.43  (seconds)                    DEFLEC99
 QH0184  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 QH0184
 QH0184  HORZ ORDER  -  THIRD
 QH0184
 QH0184.The horizontal coordinates were established by classical geodetic methods
 QH0184.and adjusted by the National Geodetic Survey in March 1998..
 QH0184.No horizontal observational check was made to the station.
 QH0184
 QH0184.The orthometric height was scaled from a topographic map.
 QH0184
 QH0184.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0184
 QH0184.The geoid height was determined by GEOID03.
 QH0184
 QH0184;                    North         East     Units Scale Factor Converg.
 QH0184;SPC ME W     -   349,625.309   889,009.583   MT  0.99996815   -0 06 07.2
 QH0184;UTM  19      - 5,092,626.679   398,643.204   MT  0.99972629   -0 56 27.6
 QH0184
 QH0184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0184!SPC ME W     -   0.99992151  x   0.99996815  =   0.99988966
 QH0184!UTM  19      -   0.99992151  x   0.99972629  =   0.99964782
 QH0184
 QH0184                          SUPERSEDED SURVEY CONTROL
 QH0184
 QH0184  NAD 83(1992)-  45 58 47.00685(N)    070 18 30.60019(W) AD(       ) 3
 QH0184  NAD 83(1986)-  45 58 47.01014(N)    070 18 30.62176(W) AD(       ) 3
 QH0184  NAD 27      -  45 58 46.89000(N)    070 18 32.33700(W) AD(       ) 3
 QH0184
 QH0184.Superseded values are not recommended for survey control.
 QH0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0184.See file dsdata.txt to determine how the superseded data were derived.
 QH0184
 QH0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL9864392627(NAD 83)
 QH0184_MARKER: Z = SEE DESCRIPTION
 QH0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0184_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0184+STABILITY: SURFACE MOTION
 QH0184
 QH0184  HISTORY     - Date     Condition        Report By
 QH0184  HISTORY     - 1845     MONUMENTED       IBC
 QH0184  HISTORY     - 1930     POOR             IBC
 QH0184  HISTORY     - 1965     GOOD             IBC
 QH0184
 QH0184                          STATION DESCRIPTION
 QH0184
 QH0184'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0184'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 QH0184'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 QH0184'CONCRETE BASE.  THE NUMBER OF THE
 QH0184'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 QH0184'INSCRIBED IN THE CONCRETE BASE.
 QH0184
 QH0184                          STATION RECOVERY (1930)
 QH0184
 QH0184'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1930
 QH0184'CONCRETE BASE BADLY DISINTEGRATED.  NEW BASE CONSTRUCTED OF CONCRETE.
 QH0184
 QH0184                          STATION RECOVERY (1965)
 QH0184
 QH0184'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 QH0184'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0186 ***********************************************************************
 QH0186  DESIGNATION -  MON 331 IBC
 QH0186  PID         -  QH0186
 QH0186  STATE/COUNTY-  ME/SOMERSET
 QH0186  USGS QUAD   -  FISHER PONDS (1989)
 QH0186
 QH0186                         *CURRENT SURVEY CONTROL
 QH0186  ___________________________________________________________________
 QH0186* NAD 83(1996)-  45 57 49.10889(N)    070 18 57.40982(W)     ADJUSTED  
 QH0186* NAVD 88     -       575.     (meters)    1886.     (feet)  SCALED    
 QH0186  ___________________________________________________________________
 QH0186  LAPLACE CORR-           7.81  (seconds)                    DEFLEC99
 QH0186  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 QH0186
 QH0186  HORZ ORDER  -  THIRD
 QH0186
 QH0186.The horizontal coordinates were established by classical geodetic methods
 QH0186.and adjusted by the National Geodetic Survey in March 1998..
 QH0186.No horizontal observational check was made to the station.
 QH0186
 QH0186.The orthometric height was scaled from a topographic map.
 QH0186
 QH0186.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0186
 QH0186.The geoid height was determined by GEOID03.
 QH0186
 QH0186;                    North         East     Units Scale Factor Converg.
 QH0186;SPC ME W     -   347,839.172   888,429.054   MT  0.99996831   -0 06 26.3
 QH0186;UTM  19      - 5,090,849.661   398,036.733   MT  0.99972781   -0 56 46.0
 QH0186
 QH0186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0186!SPC ME W     -   0.99991399  x   0.99996831  =   0.99988230
 QH0186!UTM  19      -   0.99991399  x   0.99972781  =   0.99964182
 QH0186
 QH0186                          SUPERSEDED SURVEY CONTROL
 QH0186
 QH0186  NAD 83(1992)-  45 57 49.12230(N)    070 18 57.41820(W) AD(       ) 3
 QH0186  NAD 83(1986)-  45 57 49.12526(N)    070 18 57.43887(W) AD(       ) 3
 QH0186  NAD 27      -  45 57 49.00100(N)    070 18 59.15200(W) AD(       ) 3
 QH0186
 QH0186.Superseded values are not recommended for survey control.
 QH0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0186.See file dsdata.txt to determine how the superseded data were derived.
 QH0186
 QH0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL9803790850(NAD 83)
 QH0186_MARKER: Z = SEE DESCRIPTION
 QH0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0186_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0186+STABILITY: SURFACE MOTION
 QH0186
 QH0186  HISTORY     - Date     Condition        Report By
 QH0186  HISTORY     - 1845     MONUMENTED       IBC
 QH0186  HISTORY     - 1930     POOR             IBC
 QH0186  HISTORY     - 1965     GOOD             IBC
 QH0186
 QH0186                          STATION DESCRIPTION
 QH0186
 QH0186'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0186'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 QH0186'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 QH0186'CONCRETE BASE.  THE NUMBER OF THE
 QH0186'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 QH0186'INSCRIBED IN THE CONCRETE BASE.
 QH0186
 QH0186                          STATION RECOVERY (1930)
 QH0186
 QH0186'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1930
 QH0186'CONCRETE BASE BADLY DISINTEGRATED.  NEW BASE CONSTRUCTED OF CONCRETE.
 QH0186
 QH0186                          STATION RECOVERY (1965)
 QH0186
 QH0186'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 QH0186'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0181 ***********************************************************************
 QH0181  DESIGNATION -  MON 332 IBC
 QH0181  PID         -  QH0181
 QH0181  STATE/COUNTY-  ME/SOMERSET
 QH0181  USGS QUAD   -  FISHER PONDS (1989)
 QH0181
 QH0181                         *CURRENT SURVEY CONTROL
 QH0181  ___________________________________________________________________
 QH0181* NAD 83(1996)-  45 57 46.81108(N)    070 17 43.47337(W)     ADJUSTED  
 QH0181* NAVD 88     -       581.     (meters)    1906.     (feet)  SCALED    
 QH0181  ___________________________________________________________________
 QH0181  LAPLACE CORR-           6.68  (seconds)                    DEFLEC99
 QH0181  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 QH0181
 QH0181  HORZ ORDER  -  THIRD
 QH0181
 QH0181.The horizontal coordinates were established by classical geodetic methods
 QH0181.and adjusted by the National Geodetic Survey in March 1998..
 QH0181.No horizontal observational check was made to the station.
 QH0181
 QH0181.The orthometric height was scaled from a topographic map.
 QH0181
 QH0181.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0181
 QH0181.The geoid height was determined by GEOID03.
 QH0181
 QH0181;                    North         East     Units Scale Factor Converg.
 QH0181;SPC ME W     -   347,765.452   890,020.861   MT  0.99996789   -0 05 33.2
 QH0181;UTM  19      - 5,090,752.670   399,626.905   MT  0.99972385   -0 55 52.8
 QH0181
 QH0181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0181!SPC ME W     -   0.99991304  x   0.99996789  =   0.99988093
 QH0181!UTM  19      -   0.99991304  x   0.99972385  =   0.99963691
 QH0181
 QH0181                          SUPERSEDED SURVEY CONTROL
 QH0181
 QH0181  NAD 83(1992)-  45 57 46.82208(N)    070 17 43.48311(W) AD(       ) 3
 QH0181  NAD 83(1986)-  45 57 46.82561(N)    070 17 43.50362(W) AD(       ) 3
 QH0181  NAD 27      -  45 57 46.70300(N)    070 17 45.21400(W) AD(       ) 3
 QH0181
 QH0181.Superseded values are not recommended for survey control.
 QH0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0181.See file dsdata.txt to determine how the superseded data were derived.
 QH0181
 QH0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL9962790753(NAD 83)
 QH0181_MARKER: Z = SEE DESCRIPTION
 QH0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0181_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0181+STABILITY: SURFACE MOTION
 QH0181
 QH0181  HISTORY     - Date     Condition        Report By
 QH0181  HISTORY     - 1845     MONUMENTED       IBC
 QH0181  HISTORY     - 1930     POOR             IBC
 QH0181
 QH0181                          STATION DESCRIPTION
 QH0181
 QH0181'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0181'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 QH0181'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 QH0181'CONCRETE BASE.  THE NUMBER OF THE
 QH0181'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 QH0181'INSCRIBED IN THE CONCRETE BASE.
 QH0181
 QH0181                          STATION RECOVERY (1930)
 QH0181
 QH0181'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1930
 QH0181'CONCRETE BASE BADLY DISINTEGRATED.  NEW BASE CONSTRUCTED OF CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0174 ***********************************************************************
 QH0174  DESIGNATION -  MON 333 IBC
 QH0174  PID         -  QH0174
 QH0174  STATE/COUNTY-  ME/SOMERSET
 QH0174  USGS QUAD   -  FISHER PONDS (1989)
 QH0174
 QH0174                         *CURRENT SURVEY CONTROL
 QH0174  ___________________________________________________________________
 QH0174* NAD 83(1996)-  45 57 44.04691(N)    070 16 08.28739(W)     ADJUSTED  
 QH0174* NAVD 88     -       554.     (meters)    1818.     (feet)  SCALED    
 QH0174  ___________________________________________________________________
 QH0174  LAPLACE CORR-           5.95  (seconds)                    DEFLEC99
 QH0174  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 QH0174
 QH0174  HORZ ORDER  -  THIRD
 QH0174
 QH0174.The horizontal coordinates were established by classical geodetic methods
 QH0174.and adjusted by the National Geodetic Survey in March 1998..
 QH0174.No horizontal observational check was made to the station.
 QH0174
 QH0174.The orthometric height was scaled from a topographic map.
 QH0174
 QH0174.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0174
 QH0174.The geoid height was determined by GEOID03.
 QH0174
 QH0174;                    North         East     Units Scale Factor Converg.
 QH0174;SPC ME W     -   347,677.140   892,070.220   MT  0.99996744   -0 04 24.8
 QH0174;UTM  19      - 5,090,634.397   401,674.247   MT  0.99971885   -0 54 44.3
 QH0174
 QH0174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0174!SPC ME W     -   0.99991726  x   0.99996744  =   0.99988470
 QH0174!UTM  19      -   0.99991726  x   0.99971885  =   0.99963613
 QH0174
 QH0174                          SUPERSEDED SURVEY CONTROL
 QH0174
 QH0174  NAD 83(1992)-  45 57 44.05484(N)    070 16 08.29882(W) AD(       ) 3
 QH0174  NAD 83(1986)-  45 57 44.05909(N)    070 16 08.31911(W) AD(       ) 3
 QH0174  NAD 27      -  45 57 43.94000(N)    070 16 10.02500(W) AD(       ) 3
 QH0174
 QH0174.Superseded values are not recommended for survey control.
 QH0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0174.See file dsdata.txt to determine how the superseded data were derived.
 QH0174
 QH0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL0167490634(NAD 83)
 QH0174_MARKER: Z = SEE DESCRIPTION
 QH0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0174_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0174+STABILITY: SURFACE MOTION
 QH0174
 QH0174  HISTORY     - Date     Condition        Report By
 QH0174  HISTORY     - 1845     MONUMENTED       IBC
 QH0174  HISTORY     - 1930     POOR             IBC
 QH0174
 QH0174                          STATION DESCRIPTION
 QH0174
 QH0174'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0174'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 QH0174'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 QH0174'CONCRETE BASE.  THE NUMBER OF THE
 QH0174'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 QH0174'INSCRIBED IN THE CONCRETE BASE.
 QH0174
 QH0174                          STATION RECOVERY (1930)
 QH0174
 QH0174'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1930
 QH0174'CONCRETE BASE BADLY DISINTEGRATED.  NEW BASE CONSTRUCTED OF CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0166 ***********************************************************************
 QH0166  DESIGNATION -  MON 334 IBC
 QH0166  PID         -  QH0166
 QH0166  STATE/COUNTY-  ME/SOMERSET
 QH0166  USGS QUAD   -  FISHER PONDS (1989)
 QH0166
 QH0166                         *CURRENT SURVEY CONTROL
 QH0166  ___________________________________________________________________
 QH0166* NAD 83(1996)-  45 57 08.71511(N)    070 15 38.41836(W)     ADJUSTED  
 QH0166* NAVD 88     -       569.     (meters)    1867.     (feet)  SCALED    
 QH0166  ___________________________________________________________________
 QH0166  LAPLACE CORR-           5.80  (seconds)                    DEFLEC99
 QH0166  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 QH0166
 QH0166  HORZ ORDER  -  THIRD
 QH0166
 QH0166.The horizontal coordinates were established by classical geodetic methods
 QH0166.and adjusted by the National Geodetic Survey in March 1998..
 QH0166.No horizontal observational check was made to the station.
 QH0166
 QH0166.The orthometric height was scaled from a topographic map.
 QH0166
 QH0166.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0166
 QH0166.The geoid height was determined by GEOID03.
 QH0166
 QH0166;                    North         East     Units Scale Factor Converg.
 QH0166;SPC ME W     -   346,585.510   892,712.059   MT  0.99996732   -0 04 03.2
 QH0166;UTM  19      - 5,089,533.763   402,299.882   MT  0.99971734   -0 54 22.3
 QH0166
 QH0166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0166!SPC ME W     -   0.99991490  x   0.99996732  =   0.99988222
 QH0166!UTM  19      -   0.99991490  x   0.99971734  =   0.99963227
 QH0166
 QH0166                          SUPERSEDED SURVEY CONTROL
 QH0166
 QH0166  NAD 83(1992)-  45 57 08.72269(N)    070 15 38.43246(W) AD(       ) 3
 QH0166  NAD 83(1986)-  45 57 08.72710(N)    070 15 38.45213(W) AD(       ) 3
 QH0166  NAD 27      -  45 57 08.60600(N)    070 15 40.15400(W) AD(       ) 3
 QH0166
 QH0166.Superseded values are not recommended for survey control.
 QH0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0166.See file dsdata.txt to determine how the superseded data were derived.
 QH0166
 QH0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL0230089534(NAD 83)
 QH0166_MARKER: Z = SEE DESCRIPTION
 QH0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0166_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0166+STABILITY: SURFACE MOTION
 QH0166
 QH0166  HISTORY     - Date     Condition        Report By
 QH0166  HISTORY     - 1845     MONUMENTED       IBC
 QH0166  HISTORY     - 1930     POOR             IBC
 QH0166
 QH0166                          STATION DESCRIPTION
 QH0166
 QH0166'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0166'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 QH0166'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 QH0166'CONCRETE BASE.  THE NUMBER OF THE
 QH0166'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 QH0166'INSCRIBED IN THE CONCRETE BASE.
 QH0166
 QH0166                          STATION RECOVERY (1930)
 QH0166
 QH0166'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1930
 QH0166'TOP OF CONCRETE BASE BADLY DISINTEGRATED.  TOP OF BASE RENEWED WITH
 QH0166'CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0107 ***********************************************************************
 QH0107  DESIGNATION -  MON 335 IBC
 QH0107  PID         -  QH0107
 QH0107  STATE/COUNTY-  ME/SOMERSET
 QH0107  USGS QUAD   -  PENOBSCOT LAKE (1989)
 QH0107
 QH0107                         *CURRENT SURVEY CONTROL
 QH0107  ___________________________________________________________________
 QH0107* NAD 83(1996)-  45 56 55.44324(N)    070 14 44.30967(W)     ADJUSTED  
 QH0107* NAVD 88     -       529.     (meters)    1736.     (feet)  SCALED    
 QH0107  ___________________________________________________________________
 QH0107  LAPLACE CORR-           5.28  (seconds)                    DEFLEC99
 QH0107  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 QH0107
 QH0107  HORZ ORDER  -  THIRD
 QH0107
 QH0107.The horizontal coordinates were established by classical geodetic methods
 QH0107.and adjusted by the National Geodetic Survey in March 1998..
 QH0107.No horizontal observational check was made to the station.
 QH0107
 QH0107.The orthometric height was scaled from a topographic map.
 QH0107
 QH0107.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0107
 QH0107.The geoid height was determined by GEOID03.
 QH0107
 QH0107;                    North         East     Units Scale Factor Converg.
 QH0107;SPC ME W     -   346,174.490   893,876.900   MT  0.99996713   -0 03 24.3
 QH0107;UTM  19      - 5,089,105.846   403,458.291   MT  0.99971458   -0 53 43.2
 QH0107
 QH0107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0107!SPC ME W     -   0.99992116  x   0.99996713  =   0.99988830
 QH0107!UTM  19      -   0.99992116  x   0.99971458  =   0.99963577
 QH0107
 QH0107                          SUPERSEDED SURVEY CONTROL
 QH0107
 QH0107  NAD 83(1992)-  45 56 55.44961(N)    070 14 44.32536(W) AD(       ) 3
 QH0107  NAD 83(1986)-  45 56 55.45439(N)    070 14 44.34472(W) AD(       ) 3
 QH0107  NAD 27      -  45 56 55.33400(N)    070 14 46.04300(W) AD(       ) 3
 QH0107
 QH0107.Superseded values are not recommended for survey control.
 QH0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0107.See file dsdata.txt to determine how the superseded data were derived.
 QH0107
 QH0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL0345889106(NAD 83)
 QH0107_MARKER: Z = SEE DESCRIPTION
 QH0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0107_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0107+STABILITY: SURFACE MOTION
 QH0107
 QH0107  HISTORY     - Date     Condition        Report By
 QH0107  HISTORY     - 1845     MONUMENTED       IBC
 QH0107
 QH0107                          STATION DESCRIPTION
 QH0107
 QH0107'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0107'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 QH0107'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 QH0107'CONCRETE BASE.  THE NUMBER OF THE
 QH0107'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 QH0107'INSCRIBED IN THE CONCRETE BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0104 ***********************************************************************
 QH0104  DESIGNATION -  MON 336 IBC
 QH0104  PID         -  QH0104
 QH0104  STATE/COUNTY-  ME/SOMERSET
 QH0104  USGS QUAD   -  PENOBSCOT LAKE (1989)
 QH0104
 QH0104                         *CURRENT SURVEY CONTROL
 QH0104  ___________________________________________________________________
 QH0104* NAD 83(1996)-  45 56 25.73353(N)    070 14 24.37682(W)     ADJUSTED  
 QH0104* NAVD 88     -       510.     (meters)    1673.     (feet)  SCALED    
 QH0104  ___________________________________________________________________
 QH0104  LAPLACE CORR-           5.28  (seconds)                    DEFLEC99
 QH0104  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 QH0104
 QH0104  HORZ ORDER  -  THIRD
 QH0104
 QH0104.The horizontal coordinates were established by classical geodetic methods
 QH0104.and adjusted by the National Geodetic Survey in March 1998..
 QH0104.No horizontal observational check was made to the station.
 QH0104
 QH0104.The orthometric height was scaled from a topographic map.
 QH0104
 QH0104.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0104
 QH0104.The geoid height was determined by GEOID03.
 QH0104
 QH0104;                    North         East     Units Scale Factor Converg.
 QH0104;SPC ME W     -   345,256.820   894,305.343   MT  0.99996707   -0 03 10.0
 QH0104;UTM  19      - 5,088,182.239   403,873.155   MT  0.99971360   -0 53 28.4
 QH0104
 QH0104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0104!SPC ME W     -   0.99992414  x   0.99996707  =   0.99989121
 QH0104!UTM  19      -   0.99992414  x   0.99971360  =   0.99963776
 QH0104
 QH0104                          SUPERSEDED SURVEY CONTROL
 QH0104
 QH0104  NAD 83(1992)-  45 56 25.74004(N)    070 14 24.39406(W) AD(       ) 3
 QH0104  NAD 83(1986)-  45 56 25.74491(N)    070 14 24.41292(W) AD(       ) 3
 QH0104  NAD 27      -  45 56 25.62200(N)    070 14 26.11000(W) AD(       ) 3
 QH0104
 QH0104.Superseded values are not recommended for survey control.
 QH0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0104.See file dsdata.txt to determine how the superseded data were derived.
 QH0104
 QH0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL0387388182(NAD 83)
 QH0104_MARKER: Z = SEE DESCRIPTION
 QH0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0104_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0104+STABILITY: SURFACE MOTION
 QH0104
 QH0104  HISTORY     - Date     Condition        Report By
 QH0104  HISTORY     - 1845     MONUMENTED       IBC
 QH0104  HISTORY     - 1930     POOR             IBC
 QH0104
 QH0104                          STATION DESCRIPTION
 QH0104
 QH0104'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0104'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 QH0104'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 QH0104'CONCRETE BASE.  THE NUMBER OF THE
 QH0104'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 QH0104'INSCRIBED IN THE CONCRETE BASE.
 QH0104
 QH0104                          STATION RECOVERY (1930)
 QH0104
 QH0104'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1930
 QH0104'CONCRETE BASE BADLY DISINTEGRATED.  NEW BASE CONSTRUCTED OF CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0108 ***********************************************************************
 QH0108  DESIGNATION -  MON 337 IBC
 QH0108  PID         -  QH0108
 QH0108  STATE/COUNTY-  ME/SOMERSET
 QH0108  USGS QUAD   -  PENOBSCOT LAKE (1989)
 QH0108
 QH0108                         *CURRENT SURVEY CONTROL
 QH0108  ___________________________________________________________________
 QH0108* NAD 83(1996)-  45 56 07.22671(N)    070 14 52.54427(W)     ADJUSTED  
 QH0108* NAVD 88     -       507.     (meters)    1663.     (feet)  SCALED    
 QH0108  ___________________________________________________________________
 QH0108  LAPLACE CORR-           5.52  (seconds)                    DEFLEC99
 QH0108  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 QH0108
 QH0108  HORZ ORDER  -  THIRD
 QH0108
 QH0108.The horizontal coordinates were established by classical geodetic methods
 QH0108.and adjusted by the National Geodetic Survey in March 1998..
 QH0108.No horizontal observational check was made to the station.
 QH0108
 QH0108.The orthometric height was scaled from a topographic map.
 QH0108
 QH0108.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0108
 QH0108.The geoid height was determined by GEOID03.
 QH0108
 QH0108;                    North         East     Units Scale Factor Converg.
 QH0108;SPC ME W     -   344,686.030   893,698.036   MT  0.99996715   -0 03 30.2
 QH0108;UTM  19      - 5,087,620.537   403,257.716   MT  0.99971506   -0 53 48.4
 QH0108
 QH0108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0108!SPC ME W     -   0.99992461  x   0.99996715  =   0.99989176
 QH0108!UTM  19      -   0.99992461  x   0.99971506  =   0.99963969
 QH0108
 QH0108                          SUPERSEDED SURVEY CONTROL
 QH0108
 QH0108  NAD 83(1992)-  45 56 07.23375(N)    070 14 52.56144(W) AD(       ) 3
 QH0108  NAD 83(1986)-  45 56 07.23837(N)    070 14 52.58007(W) AD(       ) 3
 QH0108  NAD 27      -  45 56 07.11300(N)    070 14 54.27700(W) AD(       ) 3
 QH0108
 QH0108.Superseded values are not recommended for survey control.
 QH0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0108.See file dsdata.txt to determine how the superseded data were derived.
 QH0108
 QH0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL0325887621(NAD 83)
 QH0108_MARKER: Z = SEE DESCRIPTION
 QH0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0108_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0108+STABILITY: SURFACE MOTION
 QH0108
 QH0108  HISTORY     - Date     Condition        Report By
 QH0108  HISTORY     - 1845     MONUMENTED       IBC
 QH0108  HISTORY     - 1930     POOR             IBC
 QH0108
 QH0108                          STATION DESCRIPTION
 QH0108
 QH0108'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0108'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 QH0108'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 QH0108'CONCRETE BASE.  THE NUMBER OF THE
 QH0108'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 QH0108'INSCRIBED IN THE CONCRETE BASE.
 QH0108
 QH0108                          STATION RECOVERY (1930)
 QH0108
 QH0108'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1930
 QH0108'CORNERS OF CONCRETE BASE BROKEN.  CORNERS RESTORED WITH NEW CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0154 ***********************************************************************
 QH0154  DESIGNATION -  MON 338 IBC
 QH0154  PID         -  QH0154
 QH0154  STATE/COUNTY-  ME/SOMERSET
 QH0154  USGS QUAD   -  FISHER PONDS (1989)
 QH0154
 QH0154                         *CURRENT SURVEY CONTROL
 QH0154  ___________________________________________________________________
 QH0154* NAD 83(1996)-  45 55 50.81178(N)    070 15 14.31521(W)     ADJUSTED  
 QH0154* NAVD 88     -       502.     (meters)    1647.     (feet)  SCALED    
 QH0154  ___________________________________________________________________
 QH0154  LAPLACE CORR-           5.65  (seconds)                    DEFLEC99
 QH0154  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 QH0154
 QH0154  HORZ ORDER  -  THIRD
 QH0154
 QH0154.The horizontal coordinates were established by classical geodetic methods
 QH0154.and adjusted by the National Geodetic Survey in March 1998..
 QH0154.No horizontal observational check was made to the station.
 QH0154
 QH0154.The orthometric height was scaled from a topographic map.
 QH0154
 QH0154.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0154
 QH0154.The geoid height was determined by GEOID03.
 QH0154
 QH0154;                    North         East     Units Scale Factor Converg.
 QH0154;SPC ME W     -   344,179.731   893,228.494   MT  0.99996723   -0 03 45.8
 QH0154;UTM  19      - 5,087,121.289   402,780.936   MT  0.99971619   -0 54 03.8
 QH0154
 QH0154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0154!SPC ME W     -   0.99992539  x   0.99996723  =   0.99989262
 QH0154!UTM  19      -   0.99992539  x   0.99971619  =   0.99964160
 QH0154
 QH0154                          SUPERSEDED SURVEY CONTROL
 QH0154
 QH0154  NAD 83(1992)-  45 55 50.81926(N)    070 15 14.33231(W) AD(       ) 3
 QH0154  NAD 83(1986)-  45 55 50.82368(N)    070 15 14.35074(W) AD(       ) 3
 QH0154  NAD 27      -  45 55 50.69700(N)    070 15 16.04800(W) AD(       ) 3
 QH0154
 QH0154.Superseded values are not recommended for survey control.
 QH0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0154.See file dsdata.txt to determine how the superseded data were derived.
 QH0154
 QH0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL0278187121(NAD 83)
 QH0154_MARKER: Z = SEE DESCRIPTION
 QH0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QH0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0154+STABILITY: SURFACE MOTION
 QH0154
 QH0154  HISTORY     - Date     Condition        Report By
 QH0154  HISTORY     - 1845     MONUMENTED       IBC
 QH0154  HISTORY     - 1930     POOR             IBC
 QH0154
 QH0154                          STATION DESCRIPTION
 QH0154
 QH0154'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0154'THE STATION MARK IS A SMALL CONCRETE OR GRANITE MONUMENT CONSISTING
 QH0154'OF AN 8 - 18 INCH TALL OBELISK PROJECTING ABOVE A SQUARE CONCRETE
 QH0154'BLOCK.  ---CANADA,--- ---U.S.--- ---TREATY 1842---AND THE NUMBER OF
 QH0154'THE MONUMENT AND THE YEAR IT WAS MONUMENTED ARE INSCRIBED ON THE
 QH0154'SIDES OF THE CONCRETE BLOCK.
 QH0154
 QH0154                          STATION RECOVERY (1930)
 QH0154
 QH0154'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1930
 QH0154'CONCRETE BASE BADLY DISINTEGRATED.  NEW BASE CONSTRUCTED OF CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0162 ***********************************************************************
 QH0162  DESIGNATION -  MON 339 IBC
 QH0162  PID         -  QH0162
 QH0162  STATE/COUNTY-  ME/SOMERSET
 QH0162  USGS QUAD   -  FISHER PONDS (1989)
 QH0162
 QH0162                         *CURRENT SURVEY CONTROL
 QH0162  ___________________________________________________________________
 QH0162* NAD 83(1996)-  45 55 36.41166(N)    070 15 31.63583(W)     ADJUSTED  
 QH0162* NAVD 88     -       515.     (meters)    1690.     (feet)  SCALED    
 QH0162  ___________________________________________________________________
 QH0162  LAPLACE CORR-           5.81  (seconds)                    DEFLEC99
 QH0162  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 QH0162
 QH0162  HORZ ORDER  -  THIRD
 QH0162
 QH0162.The horizontal coordinates were established by classical geodetic methods
 QH0162.and adjusted by the National Geodetic Survey in March 1998..
 QH0162.No horizontal observational check was made to the station.
 QH0162
 QH0162.The orthometric height was scaled from a topographic map.
 QH0162
 QH0162.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0162
 QH0162.The geoid height was determined by GEOID03.
 QH0162
 QH0162;                    North         East     Units Scale Factor Converg.
 QH0162;SPC ME W     -   343,735.562   892,854.830   MT  0.99996729   -0 03 58.3
 QH0162;UTM  19      - 5,086,682.745   402,400.909   MT  0.99971710   -0 54 16.0
 QH0162
 QH0162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0162!SPC ME W     -   0.99992335  x   0.99996729  =   0.99989065
 QH0162!UTM  19      -   0.99992335  x   0.99971710  =   0.99964048
 QH0162
 QH0162                          SUPERSEDED SURVEY CONTROL
 QH0162
 QH0162  NAD 83(1992)-  45 55 36.41951(N)    070 15 31.65288(W) AD(       ) 3
 QH0162  NAD 83(1986)-  45 55 36.42373(N)    070 15 31.67118(W) AD(       ) 3
 QH0162  NAD 27      -  45 55 36.29600(N)    070 15 33.36800(W) AD(       ) 3
 QH0162
 QH0162.Superseded values are not recommended for survey control.
 QH0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0162.See file dsdata.txt to determine how the superseded data were derived.
 QH0162
 QH0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL0240186683(NAD 83)
 QH0162_MARKER: Z = SEE DESCRIPTION
 QH0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0162_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0162+STABILITY: SURFACE MOTION
 QH0162
 QH0162  HISTORY     - Date     Condition        Report By
 QH0162  HISTORY     - 1845     MONUMENTED       IBC
 QH0162  HISTORY     - 1930     POOR             IBC
 QH0162  HISTORY     - 1965     POOR             IBC
 QH0162
 QH0162                          STATION DESCRIPTION
 QH0162
 QH0162'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0162'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 QH0162'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 QH0162'CONCRETE BASE.  THE NUMBER OF THE
 QH0162'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 QH0162'INSCRIBED IN THE CONCRETE BASE.
 QH0162
 QH0162                          STATION RECOVERY (1930)
 QH0162
 QH0162'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1930
 QH0162'CORNERS OF BASE BROKEN.  CORNERS RESTORED WITH NEW CONCRETE.
 QH0162
 QH0162                          STATION RECOVERY (1965)
 QH0162
 QH0162'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 QH0162'IRON SHAFT MONUMENT, REPAIRS TO THE BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0170 ***********************************************************************
 QH0170  DESIGNATION -  MON 340 IBC
 QH0170  PID         -  QH0170
 QH0170  STATE/COUNTY-  ME/SOMERSET
 QH0170  USGS QUAD   -  FISHER PONDS (1989)
 QH0170
 QH0170                         *CURRENT SURVEY CONTROL
 QH0170  ___________________________________________________________________
 QH0170* NAD 83(1996)-  45 55 22.48184(N)    070 15 44.68080(W)     ADJUSTED  
 QH0170* NAVD 88     -       535.     (meters)    1755.     (feet)  SCALED    
 QH0170  ___________________________________________________________________
 QH0170  LAPLACE CORR-           5.90  (seconds)                    DEFLEC99
 QH0170  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 QH0170
 QH0170  HORZ ORDER  -  THIRD
 QH0170
 QH0170.The horizontal coordinates were established by classical geodetic methods
 QH0170.and adjusted by the National Geodetic Survey in March 1998..
 QH0170.No horizontal observational check was made to the station.
 QH0170
 QH0170.The orthometric height was scaled from a topographic map.
 QH0170
 QH0170.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0170
 QH0170.The geoid height was determined by GEOID03.
 QH0170
 QH0170;                    North         East     Units Scale Factor Converg.
 QH0170;SPC ME W     -   343,305.825   892,573.257   MT  0.99996734   -0 04 07.6
 QH0170;UTM  19      - 5,086,257.279   402,113.151   MT  0.99971779   -0 54 25.2
 QH0170
 QH0170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0170!SPC ME W     -   0.99992022  x   0.99996734  =   0.99988756
 QH0170!UTM  19      -   0.99992022  x   0.99971779  =   0.99963803
 QH0170
 QH0170                          SUPERSEDED SURVEY CONTROL
 QH0170
 QH0170  NAD 83(1992)-  45 55 22.49000(N)    070 15 44.69787(W) AD(       ) 3
 QH0170  NAD 83(1986)-  45 55 22.49408(N)    070 15 44.71599(W) AD(       ) 3
 QH0170  NAD 27      -  45 55 22.36500(N)    070 15 46.41400(W) AD(       ) 3
 QH0170
 QH0170.Superseded values are not recommended for survey control.
 QH0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0170.See file dsdata.txt to determine how the superseded data were derived.
 QH0170
 QH0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL0211386257(NAD 83)
 QH0170_MARKER: Z = SEE DESCRIPTION
 QH0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0170_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0170+STABILITY: SURFACE MOTION
 QH0170
 QH0170  HISTORY     - Date     Condition        Report By
 QH0170  HISTORY     - 1845     MONUMENTED       IBC
 QH0170  HISTORY     - 1930     POOR             IBC
 QH0170
 QH0170                          STATION DESCRIPTION
 QH0170
 QH0170'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0170'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 QH0170'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 QH0170'CONCRETE BASE.  THE NUMBER OF THE
 QH0170'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 QH0170'INSCRIBED IN THE CONCRETE BASE.
 QH0170
 QH0170                          STATION RECOVERY (1930)
 QH0170
 QH0170'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1930
 QH0170'CONCRETE BASE BADLY DISINTEGRATED.  NEW BASE CONSTRUCTED OF CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0161 ***********************************************************************
 QH0161  DESIGNATION -  MON 341 IBC
 QH0161  PID         -  QH0161
 QH0161  STATE/COUNTY-  ME/SOMERSET
 QH0161  USGS QUAD   -  FISHER PONDS (1989)
 QH0161
 QH0161                         *CURRENT SURVEY CONTROL
 QH0161  ___________________________________________________________________
 QH0161* NAD 83(1996)-  45 54 46.68468(N)    070 15 30.37959(W)     ADJUSTED  
 QH0161* NAVD 88     -       611.     (meters)    2005.     (feet)  SCALED    
 QH0161  ___________________________________________________________________
 QH0161  LAPLACE CORR-           5.57  (seconds)                    DEFLEC99
 QH0161  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 QH0161
 QH0161  HORZ ORDER  -  THIRD
 QH0161
 QH0161.The horizontal coordinates were established by classical geodetic methods
 QH0161.and adjusted by the National Geodetic Survey in March 1998..
 QH0161.No horizontal observational check was made to the station.
 QH0161
 QH0161.The orthometric height was scaled from a topographic map.
 QH0161
 QH0161.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0161
 QH0161.The geoid height was determined by GEOID03.
 QH0161
 QH0161;                    North         East     Units Scale Factor Converg.
 QH0161;SPC ME W     -   342,200.265   892,880.129   MT  0.99996729   -0 03 57.3
 QH0161;UTM  19      - 5,085,147.626   402,403.746   MT  0.99971710   -0 54 14.4
 QH0161
 QH0161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0161!SPC ME W     -   0.99990830  x   0.99996729  =   0.99987559
 QH0161!UTM  19      -   0.99990830  x   0.99971710  =   0.99962542
 QH0161
 QH0161                          SUPERSEDED SURVEY CONTROL
 QH0161
 QH0161  NAD 83(1992)-  45 54 46.69362(N)    070 15 30.39728(W) AD(       ) 3
 QH0161  NAD 83(1986)-  45 54 46.69774(N)    070 15 30.41475(W) AD(       ) 3
 QH0161  NAD 27      -  45 54 46.55600(N)    070 15 32.12300(W) AD(       ) 3
 QH0161
 QH0161.Superseded values are not recommended for survey control.
 QH0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0161.See file dsdata.txt to determine how the superseded data were derived.
 QH0161
 QH0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL0240485148(NAD 83)
 QH0161_MARKER: Z = SEE DESCRIPTION
 QH0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0161_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0161+STABILITY: SURFACE MOTION
 QH0161
 QH0161  HISTORY     - Date     Condition        Report By
 QH0161  HISTORY     - 1845     MONUMENTED       IBC
 QH0161  HISTORY     - 1930     POOR             IBC
 QH0161
 QH0161                          STATION DESCRIPTION
 QH0161
 QH0161'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0161'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 QH0161'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 QH0161'CONCRETE BASE.  THE NUMBER OF THE
 QH0161'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 QH0161'INSCRIBED IN THE CONCRETE BASE.
 QH0161
 QH0161                          STATION RECOVERY (1930)
 QH0161
 QH0161'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1930
 QH0161'CONCRETE BASE BADLY DISINTEGRATED.  NEW BASE CONSTRUCTED OF CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0157 ***********************************************************************
 QH0157  DESIGNATION -  MON 342 IBC
 QH0157  PID         -  QH0157
 QH0157  STATE/COUNTY-  ME/SOMERSET
 QH0157  USGS QUAD   -  FISHER PONDS (1989)
 QH0157
 QH0157                         *CURRENT SURVEY CONTROL
 QH0157  ___________________________________________________________________
 QH0157* NAD 83(1996)-  45 54 02.43672(N)    070 15 25.64625(W)     ADJUSTED  
 QH0157* NAVD 88     -       601.     (meters)    1972.     (feet)  SCALED    
 QH0157  ___________________________________________________________________
 QH0157  LAPLACE CORR-           5.18  (seconds)                    DEFLEC99
 QH0157  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 QH0157
 QH0157  HORZ ORDER  -  THIRD
 QH0157
 QH0157.The horizontal coordinates were established by classical geodetic methods
 QH0157.and adjusted by the National Geodetic Survey in March 1998..
 QH0157.No horizontal observational check was made to the station.
 QH0157
 QH0157.The orthometric height was scaled from a topographic map.
 QH0157
 QH0157.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0157
 QH0157.The geoid height was determined by GEOID03.
 QH0157
 QH0157;                    North         East     Units Scale Factor Converg.
 QH0157;SPC ME W     -   340,834.045   892,980.587   MT  0.99996727   -0 03 53.9
 QH0157;UTM  19      - 5,083,780.425   402,484.192   MT  0.99971690   -0 54 10.3
 QH0157
 QH0157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0157!SPC ME W     -   0.99990986  x   0.99996727  =   0.99987713
 QH0157!UTM  19      -   0.99990986  x   0.99971690  =   0.99962678
 QH0157
 QH0157                          SUPERSEDED SURVEY CONTROL
 QH0157
 QH0157  NAD 83(1992)-  45 54 02.44643(N)    070 15 25.66263(W) AD(       ) 3
 QH0157  NAD 83(1986)-  45 54 02.45053(N)    070 15 25.67948(W) AD(       ) 3
 QH0157  NAD 27      -  45 54 02.30400(N)    070 15 27.38800(W) AD(       ) 3
 QH0157
 QH0157.Superseded values are not recommended for survey control.
 QH0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0157.See file dsdata.txt to determine how the superseded data were derived.
 QH0157
 QH0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL0248483780(NAD 83)
 QH0157_MARKER: Z = SEE DESCRIPTION
 QH0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0157_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0157+STABILITY: SURFACE MOTION
 QH0157
 QH0157  HISTORY     - Date     Condition        Report By
 QH0157  HISTORY     - 1845     MONUMENTED       IBC
 QH0157  HISTORY     - 1930     POOR             IBC
 QH0157
 QH0157                          STATION DESCRIPTION
 QH0157
 QH0157'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0157'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 QH0157'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 QH0157'CONCRETE BASE.  THE NUMBER OF THE
 QH0157'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 QH0157'INSCRIBED IN THE CONCRETE BASE.
 QH0157
 QH0157                          STATION RECOVERY (1930)
 QH0157
 QH0157'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1930
 QH0157'CONCRETE BASE BADLY DISINTEGRATED.  NEW BASE CONSTRUCTED OF CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0172 ***********************************************************************
 QH0172  DESIGNATION -  MON 343 IBC
 QH0172  PID         -  QH0172
 QH0172  STATE/COUNTY-  ME/SOMERSET
 QH0172  USGS QUAD   -  FISHER PONDS (1989)
 QH0172
 QH0172                         *CURRENT SURVEY CONTROL
 QH0172  ___________________________________________________________________
 QH0172* NAD 83(1996)-  45 53 08.74977(N)    070 16 03.58932(W)     ADJUSTED  
 QH0172* NAVD 88     -       643.     (meters)    2110.     (feet)  SCALED    
 QH0172  ___________________________________________________________________
 QH0172  LAPLACE CORR-           5.35  (seconds)                    DEFLEC99
 QH0172  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 QH0172
 QH0172  HORZ ORDER  -  THIRD
 QH0172
 QH0172.The horizontal coordinates were established by classical geodetic methods
 QH0172.and adjusted by the National Geodetic Survey in March 1998..
 QH0172.No horizontal observational check was made to the station.
 QH0172
 QH0172.The orthometric height was scaled from a topographic map.
 QH0172
 QH0172.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0172
 QH0172.The geoid height was determined by GEOID03.
 QH0172
 QH0172;                    North         East     Units Scale Factor Converg.
 QH0172;SPC ME W     -   339,177.508   892,160.613   MT  0.99996742   -0 04 21.0
 QH0172;UTM  19      - 5,082,136.465   401,640.295   MT  0.99971894   -0 54 36.7
 QH0172
 QH0172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0172!SPC ME W     -   0.99990327  x   0.99996742  =   0.99987070
 QH0172!UTM  19      -   0.99990327  x   0.99971894  =   0.99962224
 QH0172
 QH0172                          SUPERSEDED SURVEY CONTROL
 QH0172
 QH0172  NAD 83(1992)-  45 53 08.75928(N)    070 16 03.60210(W) AD(       ) 3
 QH0172  NAD 83(1986)-  45 53 08.76297(N)    070 16 03.61825(W) AD(       ) 3
 QH0172  NAD 27      -  45 53 08.61400(N)    070 16 05.32900(W) AD(       ) 3
 QH0172
 QH0172.Superseded values are not recommended for survey control.
 QH0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0172.See file dsdata.txt to determine how the superseded data were derived.
 QH0172
 QH0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL0164082136(NAD 83)
 QH0172_MARKER: Z = SEE DESCRIPTION
 QH0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0172_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0172+STABILITY: SURFACE MOTION
 QH0172
 QH0172  HISTORY     - Date     Condition        Report By
 QH0172  HISTORY     - 1845     MONUMENTED       IBC
 QH0172  HISTORY     - 1930     POOR             IBC
 QH0172
 QH0172                          STATION DESCRIPTION
 QH0172
 QH0172'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0172'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 QH0172'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 QH0172'CONCRETE BASE.  THE NUMBER OF THE
 QH0172'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 QH0172'INSCRIBED IN THE CONCRETE BASE.
 QH0172
 QH0172                          STATION RECOVERY (1930)
 QH0172
 QH0172'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1930
 QH0172'TOP OF CONCRETE BASE BADLY DISINTEGRATED.  BRONZE DISK RESET IN NEW
 QH0172'CONCRETE BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0188 ***********************************************************************
 QH0188  DESIGNATION -  MON 345 IBC
 QH0188  PID         -  QH0188
 QH0188  STATE/COUNTY-  ME/SOMERSET
 QH0188  USGS QUAD   -  CAMPBELL BROOK (1989)
 QH0188
 QH0188                         *CURRENT SURVEY CONTROL
 QH0188  ___________________________________________________________________
 QH0188* NAD 83(1996)-  45 51 58.95568(N)    070 17 38.78945(W)     ADJUSTED  
 QH0188* NAVD 88     -       673.     (meters)    2208.     (feet)  SCALED    
 QH0188  ___________________________________________________________________
 QH0188  LAPLACE CORR-           5.43  (seconds)                    DEFLEC99
 QH0188  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 QH0188
 QH0188  HORZ ORDER  -  THIRD
 QH0188
 QH0188.The horizontal coordinates were established by classical geodetic methods
 QH0188.and adjusted by the National Geodetic Survey in March 1998..
 QH0188.No horizontal observational check was made to the station.
 QH0188
 QH0188.The orthometric height was scaled from a topographic map.
 QH0188
 QH0188.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0188
 QH0188.The geoid height was determined by GEOID03.
 QH0188
 QH0188;                    North         East     Units Scale Factor Converg.
 QH0188;SPC ME W     -   337,025.647   890,104.553   MT  0.99996787   -0 05 29.3
 QH0188;UTM  19      - 5,080,015.410   399,553.514   MT  0.99972404   -0 55 44.0
 QH0188
 QH0188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0188!SPC ME W     -   0.99989857  x   0.99996787  =   0.99986645
 QH0188!UTM  19      -   0.99989857  x   0.99972404  =   0.99962264
 QH0188
 QH0188                          SUPERSEDED SURVEY CONTROL
 QH0188
 QH0188  NAD 83(1992)-  45 51 58.96289(N)    070 17 38.79569(W) AD(       ) 3
 QH0188  NAD 83(1986)-  45 51 58.96578(N)    070 17 38.81105(W) AD(       ) 3
 QH0188  NAD 27      -  45 51 58.81400(N)    070 17 40.53100(W) AD(       ) 3
 QH0188
 QH0188.Superseded values are not recommended for survey control.
 QH0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0188.See file dsdata.txt to determine how the superseded data were derived.
 QH0188
 QH0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL9955480015(NAD 83)
 QH0188_MARKER: Z = SEE DESCRIPTION
 QH0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0188_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0188+STABILITY: SURFACE MOTION
 QH0188
 QH0188  HISTORY     - Date     Condition        Report By
 QH0188  HISTORY     - 1845     MONUMENTED       IBC
 QH0188  HISTORY     - 1930     POOR             IBC
 QH0188
 QH0188                          STATION DESCRIPTION
 QH0188
 QH0188'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0188'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 QH0188'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 QH0188'CONCRETE BASE.  THE NUMBER OF THE
 QH0188'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 QH0188'INSCRIBED IN THE CONCRETE BASE.
 QH0188
 QH0188                          STATION RECOVERY (1930)
 QH0188
 QH0188'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1930
 QH0188'CONCRETE BASE BADLY DISINTEGRATED.  NEW BASE CONSTRUCTED OF CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0193 ***********************************************************************
 QH0193  DESIGNATION -  MON 346 IBC
 QH0193  PID         -  QH0193
 QH0193  STATE/COUNTY-  ME/SOMERSET
 QH0193  USGS QUAD   -  CAMPBELL BROOK (1989)
 QH0193
 QH0193                         *CURRENT SURVEY CONTROL
 QH0193  ___________________________________________________________________
 QH0193* NAD 83(1996)-  45 51 11.49613(N)    070 20 04.32102(W)     ADJUSTED  
 QH0193* NAVD 88     -       731.     (meters)    2398.     (feet)  SCALED    
 QH0193  ___________________________________________________________________
 QH0193  LAPLACE CORR-           5.88  (seconds)                    DEFLEC99
 QH0193  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 QH0193
 QH0193  HORZ ORDER  -  THIRD
 QH0193
 QH0193.The horizontal coordinates were established by classical geodetic methods
 QH0193.and adjusted by the National Geodetic Survey in March 1998..
 QH0193.No horizontal observational check was made to the station.
 QH0193
 QH0193.The orthometric height was scaled from a topographic map.
 QH0193
 QH0193.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0193
 QH0193.The geoid height was determined by GEOID03.
 QH0193
 QH0193;                    North         East     Units Scale Factor Converg.
 QH0193;SPC ME W     -   335,566.207   886,962.560   MT  0.99996876   -0 07 13.6
 QH0193;UTM  19      - 5,078,602.381   396,391.289   MT  0.99973197   -0 57 27.7
 QH0193
 QH0193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0193!SPC ME W     -   0.99988949  x   0.99996876  =   0.99985825
 QH0193!UTM  19      -   0.99988949  x   0.99973197  =   0.99962149
 QH0193
 QH0193                          SUPERSEDED SURVEY CONTROL
 QH0193
 QH0193  NAD 83(1992)-  45 51 11.49850(N)    070 20 04.32111(W) AD(       ) 3
 QH0193  NAD 83(1986)-  45 51 11.50034(N)    070 20 04.33613(W) AD(       ) 3
 QH0193  NAD 27      -  45 51 11.35100(N)    070 20 06.06600(W) AD(       ) 3
 QH0193
 QH0193.Superseded values are not recommended for survey control.
 QH0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0193.See file dsdata.txt to determine how the superseded data were derived.
 QH0193
 QH0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL9639178602(NAD 83)
 QH0193_MARKER: Z = SEE DESCRIPTION
 QH0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0193_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0193+STABILITY: SURFACE MOTION
 QH0193
 QH0193  HISTORY     - Date     Condition        Report By
 QH0193  HISTORY     - 1845     MONUMENTED       IBC
 QH0193  HISTORY     - 1930     POOR             IBC
 QH0193
 QH0193                          STATION DESCRIPTION
 QH0193
 QH0193'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0193'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 QH0193'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 QH0193'CONCRETE BASE.  THE NUMBER OF THE
 QH0193'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 QH0193'INSCRIBED IN THE CONCRETE BASE.
 QH0193
 QH0193                          STATION RECOVERY (1930)
 QH0193
 QH0193'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1930
 QH0193'CONCRETE BASE BADLY DISINTEGRATED.  NEW BASE CONSTRUCTED OF CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0195 ***********************************************************************
 QH0195  DESIGNATION -  MON 347 IBC
 QH0195  PID         -  QH0195
 QH0195  STATE/COUNTY-  ME/SOMERSET
 QH0195  USGS QUAD   -  CAMPBELL BROOK (1989)
 QH0195
 QH0195                         *CURRENT SURVEY CONTROL
 QH0195  ___________________________________________________________________
 QH0195* NAD 83(1996)-  45 50 50.66917(N)    070 20 55.05508(W)     ADJUSTED  
 QH0195* NAVD 88     -       666.     (meters)    2185.     (feet)  SCALED    
 QH0195  ___________________________________________________________________
 QH0195  LAPLACE CORR-           6.39  (seconds)                    DEFLEC99
 QH0195  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 QH0195
 QH0195  HORZ ORDER  -  THIRD
 QH0195
 QH0195.The horizontal coordinates were established by classical geodetic methods
 QH0195.and adjusted by the National Geodetic Survey in March 1998..
 QH0195.No horizontal observational check was made to the station.
 QH0195
 QH0195.The orthometric height was scaled from a topographic map.
 QH0195
 QH0195.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0195
 QH0195.The geoid height was determined by GEOID03.
 QH0195
 QH0195;                    North         East     Units Scale Factor Converg.
 QH0195;SPC ME W     -   334,925.603   885,866.574   MT  0.99996912   -0 07 50.0
 QH0195;UTM  19      - 5,077,978.006   395,286.320   MT  0.99973480   -0 58 03.8
 QH0195
 QH0195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0195!SPC ME W     -   0.99989968  x   0.99996912  =   0.99986880
 QH0195!UTM  19      -   0.99989968  x   0.99973480  =   0.99963451
 QH0195
 QH0195                          SUPERSEDED SURVEY CONTROL
 QH0195
 QH0195  NAD 83(1992)-  45 50 50.67015(N)    070 20 55.05287(W) AD(       ) 3
 QH0195  NAD 83(1986)-  45 50 50.67165(N)    070 20 55.06775(W) AD(       ) 3
 QH0195  NAD 27      -  45 50 50.52300(N)    070 20 56.80100(W) AD(       ) 3
 QH0195
 QH0195.Superseded values are not recommended for survey control.
 QH0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0195.See file dsdata.txt to determine how the superseded data were derived.
 QH0195
 QH0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL9528677978(NAD 83)
 QH0195_MARKER: Z = SEE DESCRIPTION
 QH0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0195_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0195+STABILITY: SURFACE MOTION
 QH0195
 QH0195  HISTORY     - Date     Condition        Report By
 QH0195  HISTORY     - 1845     MONUMENTED       IBC
 QH0195  HISTORY     - 1930     POOR             IBC
 QH0195
 QH0195                          STATION DESCRIPTION
 QH0195
 QH0195'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0195'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 QH0195'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 QH0195'CONCRETE BASE.  THE NUMBER OF THE
 QH0195'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 QH0195'INSCRIBED IN THE CONCRETE BASE.
 QH0195
 QH0195                          STATION RECOVERY (1930)
 QH0195
 QH0195'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1930
 QH0195'CONCRETE BASE BADLY DISINTEGRATED.  NEW BASE CONSTRUCTED OF CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0198 ***********************************************************************
 QH0198  DESIGNATION -  MON 348 IBC
 QH0198  PID         -  QH0198
 QH0198  STATE/COUNTY-  ME/SOMERSET
 QH0198  USGS QUAD   -  CAMPBELL BROOK (1989)
 QH0198
 QH0198                         *CURRENT SURVEY CONTROL
 QH0198  ___________________________________________________________________
 QH0198* NAD 83(1996)-  45 50 08.59337(N)    070 21 42.94331(W)     ADJUSTED  
 QH0198* NAVD 88     -       718.     (meters)    2356.     (feet)  SCALED    
 QH0198  ___________________________________________________________________
 QH0198  LAPLACE CORR-           6.89  (seconds)                    DEFLEC99
 QH0198  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 QH0198
 QH0198  HORZ ORDER  -  THIRD
 QH0198
 QH0198.The horizontal coordinates were established by classical geodetic methods
 QH0198.and adjusted by the National Geodetic Survey in March 1998..
 QH0198.No horizontal observational check was made to the station.
 QH0198
 QH0198.The orthometric height was scaled from a topographic map.
 QH0198
 QH0198.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0198
 QH0198.The geoid height was determined by GEOID03.
 QH0198
 QH0198;                    North         East     Units Scale Factor Converg.
 QH0198;SPC ME W     -   333,629.017   884,830.164   MT  0.99996949   -0 08 24.3
 QH0198;UTM  19      - 5,076,696.999   394,231.325   MT  0.99973753   -0 58 37.4
 QH0198
 QH0198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0198!SPC ME W     -   0.99989153  x   0.99996949  =   0.99986102
 QH0198!UTM  19      -   0.99989153  x   0.99973753  =   0.99962909
 QH0198
 QH0198                          SUPERSEDED SURVEY CONTROL
 QH0198
 QH0198  NAD 83(1992)-  45 50 08.59393(N)    070 21 42.93829(W) AD(       ) 3
 QH0198  NAD 83(1986)-  45 50 08.59505(N)    070 21 42.95276(W) AD(       ) 3
 QH0198  NAD 27      -  45 50 08.44600(N)    070 21 44.69100(W) AD(       ) 3
 QH0198
 QH0198.Superseded values are not recommended for survey control.
 QH0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0198.See file dsdata.txt to determine how the superseded data were derived.
 QH0198
 QH0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL9423176697(NAD 83)
 QH0198_MARKER: Z = SEE DESCRIPTION
 QH0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0198_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0198+STABILITY: SURFACE MOTION
 QH0198
 QH0198  HISTORY     - Date     Condition        Report By
 QH0198  HISTORY     - 1845     MONUMENTED       IBC
 QH0198  HISTORY     - 1931     POOR             IBC
 QH0198
 QH0198                          STATION DESCRIPTION
 QH0198
 QH0198'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0198'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 QH0198'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 QH0198'CONCRETE BASE.  THE NUMBER OF THE
 QH0198'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 QH0198'INSCRIBED IN THE CONCRETE BASE.
 QH0198
 QH0198                          STATION RECOVERY (1931)
 QH0198
 QH0198'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1931
 QH0198'CONCRETE BASE ALMOST ENTIRELY DISINTEGRATED.  CAST - IRON SHAFT
 QH0198'BROKEN NEAR ITS TOP.  NEW CONCRETE BASE CONSTRUCTED, HOLE IN SHAFT
 QH0198'FILLED WITH CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0203 ***********************************************************************
 QH0203  DESIGNATION -  MON 349 IBC
 QH0203  PID         -  QH0203
 QH0203  STATE/COUNTY-  ME/SOMERSET
 QH0203  USGS QUAD   -  SANDY BAY MOUNTAIN (1989)
 QH0203
 QH0203                         *CURRENT SURVEY CONTROL
 QH0203  ___________________________________________________________________
 QH0203* NAD 83(1996)-  45 49 18.71218(N)    070 23 01.13568(W)     ADJUSTED  
 QH0203* NAVD 88     -       681.     (meters)    2234.     (feet)  SCALED    
 QH0203  ___________________________________________________________________
 QH0203  LAPLACE CORR-           8.58  (seconds)                    DEFLEC99
 QH0203  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 QH0203
 QH0203  HORZ ORDER  -  THIRD
 QH0203
 QH0203.The horizontal coordinates were established by classical geodetic methods
 QH0203.and adjusted by the National Geodetic Survey in March 1998..
 QH0203.No horizontal observational check was made to the station.
 QH0203
 QH0203.The orthometric height was scaled from a topographic map.
 QH0203
 QH0203.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0203
 QH0203.The geoid height was determined by GEOID03.
 QH0203
 QH0203;                    North         East     Units Scale Factor Converg.
 QH0203;SPC ME W     -   332,093.370   883,138.554   MT  0.99997016   -0 09 20.2
 QH0203;UTM  19      - 5,075,186.571   392,517.860   MT  0.99974202   -0 59 32.7
 QH0203
 QH0203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0203!SPC ME W     -   0.99989733  x   0.99997016  =   0.99986750
 QH0203!UTM  19      -   0.99989733  x   0.99974202  =   0.99963938
 QH0203
 QH0203                          SUPERSEDED SURVEY CONTROL
 QH0203
 QH0203  NAD 83(1992)-  45 49 18.71362(N)    070 23 01.12891(W) AD(       ) 3
 QH0203  NAD 83(1986)-  45 49 18.71453(N)    070 23 01.14274(W) AD(       ) 3
 QH0203  NAD 27      -  45 49 18.54400(N)    070 23 02.91300(W) AD(       ) 3
 QH0203
 QH0203.Superseded values are not recommended for survey control.
 QH0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0203.See file dsdata.txt to determine how the superseded data were derived.
 QH0203
 QH0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL9251875187(NAD 83)
 QH0203_MARKER: Z = SEE DESCRIPTION
 QH0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0203_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0203+STABILITY: SURFACE MOTION
 QH0203
 QH0203  HISTORY     - Date     Condition        Report By
 QH0203  HISTORY     - 1845     MONUMENTED       IBC
 QH0203  HISTORY     - 1969     GOOD             IBC
 QH0203
 QH0203                          STATION DESCRIPTION
 QH0203
 QH0203'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0203'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0203'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0203'THE SURFACE OF THE BASE.
 QH0203
 QH0203                          STATION RECOVERY (1969)
 QH0203
 QH0203'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1969 (HGD)
 QH0203'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0205 ***********************************************************************
 QH0205  DESIGNATION -  MON 350 IBC
 QH0205  PID         -  QH0205
 QH0205  STATE/COUNTY-  ME/SOMERSET
 QH0205  USGS QUAD   -  SANDY BAY MOUNTAIN (1989)
 QH0205
 QH0205                         *CURRENT SURVEY CONTROL
 QH0205  ___________________________________________________________________
 QH0205* NAD 83(1996)-  45 48 51.36472(N)    070 23 16.39303(W)     ADJUSTED  
 QH0205* NAVD 88     -       658.     (meters)    2159.     (feet)  SCALED    
 QH0205  ___________________________________________________________________
 QH0205  LAPLACE CORR-           8.37  (seconds)                    DEFLEC99
 QH0205  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 QH0205
 QH0205  HORZ ORDER  -  THIRD
 QH0205
 QH0205.The horizontal coordinates were established by classical geodetic methods
 QH0205.and adjusted by the National Geodetic Survey in March 1998..
 QH0205.No horizontal observational check was made to the station.
 QH0205
 QH0205.The orthometric height was scaled from a topographic map.
 QH0205
 QH0205.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0205
 QH0205.The geoid height was determined by GEOID03.
 QH0205
 QH0205;                    North         East     Units Scale Factor Converg.
 QH0205;SPC ME W     -   331,249.966   882,806.874   MT  0.99997030   -0 09 31.1
 QH0205;UTM  19      - 5,074,348.291   392,173.977   MT  0.99974293   -0 59 43.2
 QH0205
 QH0205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0205!SPC ME W     -   0.99990094  x   0.99997030  =   0.99987124
 QH0205!UTM  19      -   0.99990094  x   0.99974293  =   0.99964389
 QH0205
 QH0205                          SUPERSEDED SURVEY CONTROL
 QH0205
 QH0205  NAD 83(1992)-  45 48 51.36666(N)    070 23 16.38633(W) AD(       ) 3
 QH0205  NAD 83(1986)-  45 48 51.36743(N)    070 23 16.39985(W) AD(       ) 3
 QH0205  NAD 27      -  45 48 51.19700(N)    070 23 18.17000(W) AD(       ) 3
 QH0205
 QH0205.Superseded values are not recommended for survey control.
 QH0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0205.See file dsdata.txt to determine how the superseded data were derived.
 QH0205
 QH0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL9217474348(NAD 83)
 QH0205_MARKER: Z = SEE DESCRIPTION
 QH0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0205_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0205+STABILITY: SURFACE MOTION
 QH0205
 QH0205  HISTORY     - Date     Condition        Report By
 QH0205  HISTORY     - 1845     MONUMENTED       IBC
 QH0205  HISTORY     - 1969     GOOD             IBC
 QH0205
 QH0205                          STATION DESCRIPTION
 QH0205
 QH0205'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0205'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0205'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0205'THE SURFACE OF THE BASE.
 QH0205
 QH0205                          STATION RECOVERY (1969)
 QH0205
 QH0205'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1969 (HGD)
 QH0205'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0210 ***********************************************************************
 QH0210  DESIGNATION -  MON 351 IBC
 QH0210  PID         -  QH0210
 QH0210  STATE/COUNTY-  ME/SOMERSET
 QH0210  USGS QUAD   -  SANDY BAY MOUNTAIN (1989)
 QH0210
 QH0210                         *CURRENT SURVEY CONTROL
 QH0210  ___________________________________________________________________
 QH0210* NAD 83(1996)-  45 48 32.79336(N)    070 23 43.67815(W)     ADJUSTED  
 QH0210* NAVD 88     -       636.     (meters)    2087.     (feet)  SCALED    
 QH0210  ___________________________________________________________________
 QH0210  LAPLACE CORR-           8.49  (seconds)                    DEFLEC99
 QH0210  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 QH0210
 QH0210  HORZ ORDER  -  THIRD
 QH0210
 QH0210.The horizontal coordinates were established by classical geodetic methods
 QH0210.and adjusted by the National Geodetic Survey in March 1998..
 QH0210.No horizontal observational check was made to the station.
 QH0210
 QH0210.The orthometric height was scaled from a topographic map.
 QH0210
 QH0210.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0210
 QH0210.The geoid height was determined by GEOID03.
 QH0210
 QH0210;                    North         East     Units Scale Factor Converg.
 QH0210;SPC ME W     -   330,678.265   882,216.181   MT  0.99997055   -0 09 50.6
 QH0210;UTM  19      - 5,073,785.404   391,575.135   MT  0.99974453   -1 00 02.4
 QH0210
 QH0210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0210!SPC ME W     -   0.99990439  x   0.99997055  =   0.99987494
 QH0210!UTM  19      -   0.99990439  x   0.99974453  =   0.99964894
 QH0210
 QH0210                          SUPERSEDED SURVEY CONTROL
 QH0210
 QH0210  NAD 83(1992)-  45 48 32.79597(N)    070 23 43.67159(W) AD(       ) 3
 QH0210  NAD 83(1986)-  45 48 32.79638(N)    070 23 43.68486(W) AD(       ) 3
 QH0210  NAD 27      -  45 48 32.62600(N)    070 23 45.45300(W) AD(       ) 3
 QH0210
 QH0210.Superseded values are not recommended for survey control.
 QH0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0210.See file dsdata.txt to determine how the superseded data were derived.
 QH0210
 QH0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL9157573785(NAD 83)
 QH0210_MARKER: Z = SEE DESCRIPTION
 QH0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0210_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0210+STABILITY: SURFACE MOTION
 QH0210
 QH0210  HISTORY     - Date     Condition        Report By
 QH0210  HISTORY     - 1845     MONUMENTED       IBC
 QH0210  HISTORY     - 1966     POOR             IBC
 QH0210  HISTORY     - 1969     GOOD             IBC
 QH0210
 QH0210                          STATION DESCRIPTION
 QH0210
 QH0210'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0210'CAST - IRON MONUMENT WHICH WAS CAST IN THREE SECTIONS, WHOSE COMBINED
 QH0210'LENGTH IS 10 FEET, AND IS NOW SET IN CONCRETE SO THAT 5 FEET 5 INCHES
 QH0210'OF EACH POST EXTENDS ABOVE A BASE 5 FEET SQUARE BUILT ON A SOLID
 QH0210'FOUNDATION BELOW THE FROST LINE.
 QH0210
 QH0210                          STATION RECOVERY (1966)
 QH0210
 QH0210'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1966 (DWF)
 QH0210'MONUMENT 351 - IRON SHAFT MONUMENT REQUIRING REPAIRS TO THE BASE.
 QH0210
 QH0210                          STATION RECOVERY (1969)
 QH0210
 QH0210'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1969
 QH0210'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0214 ***********************************************************************
 QH0214  DESIGNATION -  MON 353 IBC
 QH0214  PID         -  QH0214
 QH0214  STATE/COUNTY-  ME/SOMERSET
 QH0214  USGS QUAD   -  SANDY BAY MOUNTAIN (1989)
 QH0214
 QH0214                         *CURRENT SURVEY CONTROL
 QH0214  ___________________________________________________________________
 QH0214* NAD 83(1996)-  45 48 24.58335(N)    070 23 48.94070(W)     ADJUSTED  
 QH0214* NAVD 88     -       596.     (meters)    1955.     (feet)  SCALED    
 QH0214  ___________________________________________________________________
 QH0214  LAPLACE CORR-           8.18  (seconds)                    DEFLEC99
 QH0214  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 QH0214
 QH0214  HORZ ORDER  -  THIRD
 QH0214
 QH0214.The horizontal coordinates were established by classical geodetic methods
 QH0214.and adjusted by the National Geodetic Survey in March 1998..
 QH0214.No horizontal observational check was made to the station.
 QH0214
 QH0214.The orthometric height was scaled from a topographic map.
 QH0214
 QH0214.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0214
 QH0214.The geoid height was determined by GEOID03.
 QH0214
 QH0214;                    North         East     Units Scale Factor Converg.
 QH0214;SPC ME W     -   330,425.122   882,101.829   MT  0.99997060   -0 09 54.3
 QH0214;UTM  19      - 5,073,534.014   391,457.125   MT  0.99974484   -1 00 06.1
 QH0214
 QH0214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0214!SPC ME W     -   0.99991066  x   0.99997060  =   0.99988126
 QH0214!UTM  19      -   0.99991066  x   0.99974484  =   0.99965552
 QH0214
 QH0214                          SUPERSEDED SURVEY CONTROL
 QH0214
 QH0214  NAD 83(1992)-  45 48 24.58619(N)    070 23 48.93435(W) AD(       ) 3
 QH0214  NAD 83(1986)-  45 48 24.58650(N)    070 23 48.94750(W) AD(       ) 3
 QH0214  NAD 27      -  45 48 24.41700(N)    070 23 50.71500(W) AD(       ) 3
 QH0214
 QH0214.Superseded values are not recommended for survey control.
 QH0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0214.See file dsdata.txt to determine how the superseded data were derived.
 QH0214
 QH0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL9145773534(NAD 83)
 QH0214_MARKER: Z = SEE DESCRIPTION
 QH0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0214_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0214+STABILITY: SURFACE MOTION
 QH0214
 QH0214  HISTORY     - Date     Condition        Report By
 QH0214  HISTORY     - 1845     MONUMENTED       IBC
 QH0214  HISTORY     - 1969     GOOD             IBC
 QH0214
 QH0214                          STATION DESCRIPTION
 QH0214
 QH0214'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0214'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0214'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0214'THE SURFACE OF THE BASE.
 QH0214
 QH0214                          STATION RECOVERY (1969)
 QH0214
 QH0214'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1969 (HGD)
 QH0214'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0213 ***********************************************************************
 QH0213  DESIGNATION -  MON 354 IBC
 QH0213  PID         -  QH0213
 QH0213  STATE/COUNTY-  ME/SOMERSET
 QH0213  USGS QUAD   -  SANDY BAY MOUNTAIN (1989)
 QH0213
 QH0213                         *CURRENT SURVEY CONTROL
 QH0213  ___________________________________________________________________
 QH0213* NAD 83(1996)-  45 48 08.58209(N)    070 23 44.68347(W)     ADJUSTED  
 QH0213* NAVD 88     -       623.     (meters)    2044.     (feet)  SCALED    
 QH0213  ___________________________________________________________________
 QH0213  LAPLACE CORR-           7.81  (seconds)                    DEFLEC99
 QH0213  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 QH0213
 QH0213  HORZ ORDER  -  THIRD
 QH0213
 QH0213.The horizontal coordinates were established by classical geodetic methods
 QH0213.and adjusted by the National Geodetic Survey in March 1998..
 QH0213.No horizontal observational check was made to the station.
 QH0213
 QH0213.The orthometric height was scaled from a topographic map.
 QH0213
 QH0213.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0213
 QH0213.The geoid height was determined by GEOID03.
 QH0213
 QH0213;                    North         East     Units Scale Factor Converg.
 QH0213;SPC ME W     -   329,930.846   882,192.333   MT  0.99997056   -0 09 51.2
 QH0213;UTM  19      - 5,073,038.582   391,540.384   MT  0.99974462   -1 00 02.7
 QH0213
 QH0213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0213!SPC ME W     -   0.99990642  x   0.99997056  =   0.99987698
 QH0213!UTM  19      -   0.99990642  x   0.99974462  =   0.99965106
 QH0213
 QH0213                          SUPERSEDED SURVEY CONTROL
 QH0213
 QH0213  NAD 83(1992)-  45 48 08.58511(N)    070 23 44.67782(W) AD(       ) 3
 QH0213  NAD 83(1986)-  45 48 08.58538(N)    070 23 44.69060(W) AD(       ) 3
 QH0213  NAD 27      -  45 48 08.41600(N)    070 23 46.45600(W) AD(       ) 3
 QH0213
 QH0213.Superseded values are not recommended for survey control.
 QH0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0213.See file dsdata.txt to determine how the superseded data were derived.
 QH0213
 QH0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL9154073039(NAD 83)
 QH0213_MARKER: Z = SEE DESCRIPTION
 QH0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0213_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0213+STABILITY: SURFACE MOTION
 QH0213
 QH0213  HISTORY     - Date     Condition        Report By
 QH0213  HISTORY     - 1845     MONUMENTED       IBC
 QH0213  HISTORY     - 1969     GOOD             IBC
 QH0213
 QH0213                          STATION DESCRIPTION
 QH0213
 QH0213'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0213'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0213'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0213'THE SURFACE OF THE BASE.
 QH0213
 QH0213                          STATION RECOVERY (1969)
 QH0213
 QH0213'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1969 (HGD)
 QH0213'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0212 ***********************************************************************
 QH0212  DESIGNATION -  MON 355 IBC
 QH0212  PID         -  QH0212
 QH0212  STATE/COUNTY-  ME/SOMERSET
 QH0212  USGS QUAD   -  SANDY BAY MOUNTAIN (1989)
 QH0212
 QH0212                         *CURRENT SURVEY CONTROL
 QH0212  ___________________________________________________________________
 QH0212* NAD 83(1996)-  45 47 58.03293(N)    070 23 44.49062(W)     ADJUSTED  
 QH0212* NAVD 88     -       618.     (meters)    2028.     (feet)  SCALED    
 QH0212  ___________________________________________________________________
 QH0212  LAPLACE CORR-           7.62  (seconds)                    DEFLEC99
 QH0212  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 QH0212
 QH0212  HORZ ORDER  -  THIRD
 QH0212
 QH0212.The horizontal coordinates were established by classical geodetic methods
 QH0212.and adjusted by the National Geodetic Survey in March 1998..
 QH0212.No horizontal observational check was made to the station.
 QH0212
 QH0212.The orthometric height was scaled from a topographic map.
 QH0212
 QH0212.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0212
 QH0212.The geoid height was determined by GEOID03.
 QH0212
 QH0212;                    North         East     Units Scale Factor Converg.
 QH0212;SPC ME W     -   329,605.147   882,195.564   MT  0.99997056   -0 09 51.1
 QH0212;UTM  19      - 5,072,712.944   391,538.860   MT  0.99974462   -1 00 02.4
 QH0212
 QH0212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0212!SPC ME W     -   0.99990720  x   0.99997056  =   0.99987777
 QH0212!UTM  19      -   0.99990720  x   0.99974462  =   0.99965185
 QH0212
 QH0212                          SUPERSEDED SURVEY CONTROL
 QH0212
 QH0212  NAD 83(1992)-  45 47 58.03610(N)    070 23 44.48543(W) AD(       ) 3
 QH0212  NAD 83(1986)-  45 47 58.03632(N)    070 23 44.49799(W) AD(       ) 3
 QH0212  NAD 27      -  45 47 57.86700(N)    070 23 46.26300(W) AD(       ) 3
 QH0212
 QH0212.Superseded values are not recommended for survey control.
 QH0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0212.See file dsdata.txt to determine how the superseded data were derived.
 QH0212
 QH0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL9153972713(NAD 83)
 QH0212_MARKER: Z = SEE DESCRIPTION
 QH0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0212_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0212+STABILITY: SURFACE MOTION
 QH0212
 QH0212  HISTORY     - Date     Condition        Report By
 QH0212  HISTORY     - 1845     MONUMENTED       IBC
 QH0212  HISTORY     - 1953     POOR             IBC
 QH0212  HISTORY     - 1969     GOOD             IBC
 QH0212
 QH0212                          STATION DESCRIPTION
 QH0212
 QH0212'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0212'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0212'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0212'THE SURFACE OF THE BASE.
 QH0212
 QH0212                          STATION RECOVERY (1953)
 QH0212
 QH0212'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1953 (WMS)
 QH0212'LOOSE CONCRETE ON BASE CHISELLED AWAY.  BASE RECAPPED WITH FOUR
 QH0212'INCHES OF CONCRETE.
 QH0212
 QH0212                          STATION RECOVERY (1969)
 QH0212
 QH0212'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1969
 QH0212'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0222 ***********************************************************************
 QH0222  DESIGNATION -  MON 356 IBC
 QH0222  PID         -  QH0222
 QH0222  STATE/COUNTY-  ME/SOMERSET
 QH0222  USGS QUAD   -  SANDY BAY MOUNTAIN (1989)
 QH0222
 QH0222                         *CURRENT SURVEY CONTROL
 QH0222  ___________________________________________________________________
 QH0222* NAD 83(1996)-  45 47 46.27054(N)    070 24 11.48282(W)     ADJUSTED  
 QH0222* NAVD 88     -       638.     (meters)    2093.     (feet)  SCALED    
 QH0222  ___________________________________________________________________
 QH0222  LAPLACE CORR-           7.64  (seconds)                    DEFLEC99
 QH0222  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 QH0222
 QH0222  HORZ ORDER  -  THIRD
 QH0222
 QH0222.The horizontal coordinates were established by classical geodetic methods
 QH0222.and adjusted by the National Geodetic Survey in March 1998..
 QH0222.No horizontal observational check was made to the station.
 QH0222
 QH0222.The orthometric height was scaled from a topographic map.
 QH0222
 QH0222.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0222
 QH0222.The geoid height was determined by GEOID03.
 QH0222
 QH0222;                    North         East     Units Scale Factor Converg.
 QH0222;SPC ME W     -   329,243.702   881,611.607   MT  0.99997082   -0 10 10.4
 QH0222;UTM  19      - 5,072,360.142   390,949.822   MT  0.99974620   -1 00 21.6
 QH0222
 QH0222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0222!SPC ME W     -   0.99990407  x   0.99997082  =   0.99987489
 QH0222!UTM  19      -   0.99990407  x   0.99974620  =   0.99965029
 QH0222
 QH0222                          SUPERSEDED SURVEY CONTROL
 QH0222
 QH0222  NAD 83(1992)-  45 47 46.27447(N)    070 24 11.47772(W) AD(       ) 3
 QH0222  NAD 83(1986)-  45 47 46.27428(N)    070 24 11.49014(W) AD(       ) 3
 QH0222  NAD 27      -  45 47 46.10500(N)    070 24 13.25600(W) AD(       ) 3
 QH0222
 QH0222.Superseded values are not recommended for survey control.
 QH0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0222.See file dsdata.txt to determine how the superseded data were derived.
 QH0222
 QH0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL9095072360(NAD 83)
 QH0222_MARKER: Z = SEE DESCRIPTION
 QH0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0222_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0222+STABILITY: SURFACE MOTION
 QH0222
 QH0222  HISTORY     - Date     Condition        Report By
 QH0222  HISTORY     - 1845     MONUMENTED       IBC
 QH0222  HISTORY     - 1969     GOOD             IBC
 QH0222
 QH0222                          STATION DESCRIPTION
 QH0222
 QH0222'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0222'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0222'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0222'THE SURFACE OF THE BASE.
 QH0222
 QH0222                          STATION RECOVERY (1969)
 QH0222
 QH0222'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1969 (HGD)
 QH0222'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0233 ***********************************************************************
 QH0233  DESIGNATION -  MON 357 IBC
 QH0233  PID         -  QH0233
 QH0233  STATE/COUNTY-  ME/SOMERSET
 QH0233  USGS QUAD   -  SANDY BAY MOUNTAIN (1989)
 QH0233
 QH0233                         *CURRENT SURVEY CONTROL
 QH0233  ___________________________________________________________________
 QH0233* NAD 83(1996)-  45 47 48.99807(N)    070 24 37.54108(W)     ADJUSTED  
 QH0233* NAVD 88     -       569.     (meters)    1867.     (feet)  SCALED    
 QH0233  ___________________________________________________________________
 QH0233  LAPLACE CORR-           7.87  (seconds)                    DEFLEC99
 QH0233  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 QH0233
 QH0233  HORZ ORDER  -  THIRD
 QH0233
 QH0233.The horizontal coordinates were established by classical geodetic methods
 QH0233.and adjusted by the National Geodetic Survey in March 1998..
 QH0233.No horizontal observational check was made to the station.
 QH0233
 QH0233.The orthometric height was scaled from a topographic map.
 QH0233
 QH0233.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0233
 QH0233.The geoid height was determined by GEOID03.
 QH0233
 QH0233;                    North         East     Units Scale Factor Converg.
 QH0233;SPC ME W     -   329,329.600   881,049.117   MT  0.99997108   -0 10 29.1
 QH0233;UTM  19      - 5,072,454.222   390,388.771   MT  0.99974771   -1 00 40.3
 QH0233
 QH0233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0233!SPC ME W     -   0.99991489  x   0.99997108  =   0.99988597
 QH0233!UTM  19      -   0.99991489  x   0.99974771  =   0.99966262
 QH0233
 QH0233                          SUPERSEDED SURVEY CONTROL
 QH0233
 QH0233  NAD 83(1992)-  45 47 49.00260(N)    070 24 37.53540(W) AD(       ) 3
 QH0233  NAD 83(1986)-  45 47 49.00207(N)    070 24 37.54803(W) AD(       ) 3
 QH0233  NAD 27      -  45 47 48.83200(N)    070 24 39.31300(W) AD(       ) 3
 QH0233
 QH0233.Superseded values are not recommended for survey control.
 QH0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0233.See file dsdata.txt to determine how the superseded data were derived.
 QH0233
 QH0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL9038972454(NAD 83)
 QH0233_MARKER: Z = SEE DESCRIPTION
 QH0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0233_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0233+STABILITY: SURFACE MOTION
 QH0233
 QH0233  HISTORY     - Date     Condition        Report By
 QH0233  HISTORY     - 1845     MONUMENTED       IBC
 QH0233  HISTORY     - 1969     GOOD             IBC
 QH0233
 QH0233                          STATION DESCRIPTION
 QH0233
 QH0233'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0233'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0233'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0233'THE SURFACE OF THE BASE.
 QH0233
 QH0233                          STATION RECOVERY (1969)
 QH0233
 QH0233'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1969 (HGD)
 QH0233'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0240 ***********************************************************************
 QH0240  DESIGNATION -  MON 358 IBC
 QH0240  PID         -  QH0240
 QH0240  STATE/COUNTY-  ME/SOMERSET
 QH0240  USGS QUAD   -  SANDY BAY MOUNTAIN (1989)
 QH0240
 QH0240                         *CURRENT SURVEY CONTROL
 QH0240  ___________________________________________________________________
 QH0240* NAD 83(1996)-  45 47 43.38301(N)    070 25 01.09760(W)     ADJUSTED  
 QH0240* NAVD 88     -       636.     (meters)    2087.     (feet)  SCALED    
 QH0240  ___________________________________________________________________
 QH0240  LAPLACE CORR-           7.98  (seconds)                    DEFLEC99
 QH0240  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 QH0240
 QH0240  HORZ ORDER  -  THIRD
 QH0240
 QH0240.The horizontal coordinates were established by classical geodetic methods
 QH0240.and adjusted by the National Geodetic Survey in March 1998..
 QH0240.No horizontal observational check was made to the station.
 QH0240
 QH0240.The orthometric height was scaled from a topographic map.
 QH0240
 QH0240.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0240
 QH0240.The geoid height was determined by GEOID03.
 QH0240
 QH0240;                    North         East     Units Scale Factor Converg.
 QH0240;SPC ME W     -   329,157.818   880,539.861   MT  0.99997132   -0 10 46.0
 QH0240;UTM  19      - 5,072,289.928   389,877.176   MT  0.99974909   -1 00 57.1
 QH0240
 QH0240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0240!SPC ME W     -   0.99990439  x   0.99997132  =   0.99987571
 QH0240!UTM  19      -   0.99990439  x   0.99974909  =   0.99965350
 QH0240
 QH0240                          SUPERSEDED SURVEY CONTROL
 QH0240
 QH0240  NAD 83(1992)-  45 47 43.38825(N)    070 25 01.09181(W) AD(       ) 3
 QH0240  NAD 83(1986)-  45 47 43.38734(N)    070 25 01.10431(W) AD(       ) 3
 QH0240  NAD 27      -  45 47 43.21600(N)    070 25 02.86700(W) AD(       ) 3
 QH0240
 QH0240.Superseded values are not recommended for survey control.
 QH0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0240.See file dsdata.txt to determine how the superseded data were derived.
 QH0240
 QH0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL8987772290(NAD 83)
 QH0240_MARKER: Z = SEE DESCRIPTION
 QH0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0240_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0240+STABILITY: SURFACE MOTION
 QH0240
 QH0240  HISTORY     - Date     Condition        Report By
 QH0240  HISTORY     - 1845     MONUMENTED       IBC
 QH0240  HISTORY     - 1969     GOOD             IBC
 QH0240
 QH0240                          STATION DESCRIPTION
 QH0240
 QH0240'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0240'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0240'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0240'THE SURFACE OF THE BASE.
 QH0240
 QH0240                          STATION RECOVERY (1969)
 QH0240
 QH0240'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1969 (HGD)
 QH0240'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0238 ***********************************************************************
 QH0238  DESIGNATION -  MON 359 IBC
 QH0238  PID         -  QH0238
 QH0238  STATE/COUNTY-  ME/SOMERSET
 QH0238  USGS QUAD   -  SANDY BAY MOUNTAIN (1989)
 QH0238
 QH0238                         *CURRENT SURVEY CONTROL
 QH0238  ___________________________________________________________________
 QH0238* NAD 83(1996)-  45 47 26.61073(N)    070 24 52.42188(W)     ADJUSTED  
 QH0238* NAVD 88     -       636.     (meters)    2087.     (feet)  SCALED    
 QH0238  ___________________________________________________________________
 QH0238  LAPLACE CORR-           7.74  (seconds)                    DEFLEC99
 QH0238  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 QH0238
 QH0238  HORZ ORDER  -  THIRD
 QH0238
 QH0238.The horizontal coordinates were established by classical geodetic methods
 QH0238.and adjusted by the National Geodetic Survey in March 1998..
 QH0238.No horizontal observational check was made to the station.
 QH0238
 QH0238.The orthometric height was scaled from a topographic map.
 QH0238
 QH0238.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0238
 QH0238.The geoid height was determined by GEOID03.
 QH0238
 QH0238;                    North         East     Units Scale Factor Converg.
 QH0238;SPC ME W     -   328,639.420   880,725.616   MT  0.99997123   -0 10 39.7
 QH0238;UTM  19      - 5,071,768.990   390,055.304   MT  0.99974861   -1 00 50.6
 QH0238
 QH0238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0238!SPC ME W     -   0.99990439  x   0.99997123  =   0.99987562
 QH0238!UTM  19      -   0.99990439  x   0.99974861  =   0.99965302
 QH0238
 QH0238                          SUPERSEDED SURVEY CONTROL
 QH0238
 QH0238  NAD 83(1992)-  45 47 26.61602(N)    070 24 52.41718(W) AD(       ) 3
 QH0238  NAD 83(1986)-  45 47 26.61519(N)    070 24 52.42925(W) AD(       ) 3
 QH0238  NAD 27      -  45 47 26.44400(N)    070 24 54.19100(W) AD(       ) 3
 QH0238
 QH0238.Superseded values are not recommended for survey control.
 QH0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0238.See file dsdata.txt to determine how the superseded data were derived.
 QH0238
 QH0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL9005571769(NAD 83)
 QH0238_MARKER: Z = SEE DESCRIPTION
 QH0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0238_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0238+STABILITY: SURFACE MOTION
 QH0238
 QH0238  HISTORY     - Date     Condition        Report By
 QH0238  HISTORY     - 1845     MONUMENTED       IBC
 QH0238  HISTORY     - 1969     GOOD             IBC
 QH0238
 QH0238                          STATION DESCRIPTION
 QH0238
 QH0238'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0238'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0238'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0238'THE SURFACE OF THE BASE.
 QH0238
 QH0238                          STATION RECOVERY (1969)
 QH0238
 QH0238'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1969 (HGD)
 QH0238'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0236 ***********************************************************************
 QH0236  DESIGNATION -  MON 360 IBC
 QH0236  PID         -  QH0236
 QH0236  STATE/COUNTY-  ME/SOMERSET
 QH0236  USGS QUAD   -  SANDY BAY MOUNTAIN (1989)
 QH0236
 QH0236                         *CURRENT SURVEY CONTROL
 QH0236  ___________________________________________________________________
 QH0236* NAD 83(1996)-  45 47 04.37823(N)    070 24 49.75981(W)     ADJUSTED  
 QH0236* NAVD 88     -       599.     (meters)    1965.     (feet)  SCALED    
 QH0236  ___________________________________________________________________
 QH0236  LAPLACE CORR-           7.67  (seconds)                    DEFLEC99
 QH0236  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 QH0236
 QH0236  HORZ ORDER  -  THIRD
 QH0236
 QH0236.The horizontal coordinates were established by classical geodetic methods
 QH0236.and adjusted by the National Geodetic Survey in March 1998..
 QH0236.No horizontal observational check was made to the station.
 QH0236
 QH0236.The orthometric height was scaled from a topographic map.
 QH0236
 QH0236.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0236
 QH0236.The geoid height was determined by GEOID03.
 QH0236
 QH0236;                    North         East     Units Scale Factor Converg.
 QH0236;SPC ME W     -   327,952.854   880,780.989   MT  0.99997121   -0 10 37.7
 QH0236;UTM  19      - 5,071,081.842   390,100.640   MT  0.99974848   -1 00 48.3
 QH0236
 QH0236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0236!SPC ME W     -   0.99991018  x   0.99997121  =   0.99988139
 QH0236!UTM  19      -   0.99991018  x   0.99974848  =   0.99965868
 QH0236
 QH0236                          SUPERSEDED SURVEY CONTROL
 QH0236
 QH0236  NAD 83(1992)-  45 47 04.38380(N)    070 24 49.75661(W) AD(       ) 3
 QH0236  NAD 83(1986)-  45 47 04.38295(N)    070 24 49.76803(W) AD(       ) 3
 QH0236  NAD 27      -  45 47 04.21200(N)    070 24 51.52700(W) AD(       ) 3
 QH0236
 QH0236.Superseded values are not recommended for survey control.
 QH0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0236.See file dsdata.txt to determine how the superseded data were derived.
 QH0236
 QH0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL9010171082(NAD 83)
 QH0236_MARKER: Z = SEE DESCRIPTION
 QH0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0236_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0236+STABILITY: SURFACE MOTION
 QH0236
 QH0236  HISTORY     - Date     Condition        Report By
 QH0236  HISTORY     - 1845     MONUMENTED       IBC
 QH0236  HISTORY     - 1969     POOR             IBC
 QH0236
 QH0236                          STATION DESCRIPTION
 QH0236
 QH0236'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0236'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0236'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0236'THE SURFACE OF THE BASE.
 QH0236
 QH0236                          STATION RECOVERY (1969)
 QH0236
 QH0236'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1969 (HGD)
 QH0236'CAST IRON MONUMENT THAT NEEDED EITHER NEW BASE OR REPAIRS TO THE BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0231 ***********************************************************************
 QH0231  DESIGNATION -  MON 361 IBC
 QH0231  PID         -  QH0231
 QH0231  STATE/COUNTY-  ME/SOMERSET
 QH0231  USGS QUAD   -  SANDY BAY MOUNTAIN (1989)
 QH0231
 QH0231                         *CURRENT SURVEY CONTROL
 QH0231  ___________________________________________________________________
 QH0231* NAD 83(1996)-  45 46 49.32058(N)    070 24 29.43673(W)     ADJUSTED  
 QH0231* NAVD 88     -       647.     (meters)    2123.     (feet)  SCALED    
 QH0231  ___________________________________________________________________
 QH0231  LAPLACE CORR-           7.50  (seconds)                    DEFLEC99
 QH0231  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 QH0231
 QH0231  HORZ ORDER  -  THIRD
 QH0231
 QH0231.The horizontal coordinates were established by classical geodetic methods
 QH0231.and adjusted by the National Geodetic Survey in March 1998..
 QH0231.No horizontal observational check was made to the station.
 QH0231
 QH0231.The orthometric height was scaled from a topographic map.
 QH0231
 QH0231.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0231
 QH0231.The geoid height was determined by GEOID03.
 QH0231
 QH0231;                    North         East     Units Scale Factor Converg.
 QH0231;SPC ME W     -   327,486.635   881,218.567   MT  0.99997100   -0 10 23.1
 QH0231;UTM  19      - 5,070,609.392   390,531.271   MT  0.99974732   -1 00 33.5
 QH0231
 QH0231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0231!SPC ME W     -   0.99990265  x   0.99997100  =   0.99987366
 QH0231!UTM  19      -   0.99990265  x   0.99974732  =   0.99965000
 QH0231
 QH0231                          SUPERSEDED SURVEY CONTROL
 QH0231
 QH0231  NAD 83(1992)-  45 46 49.32570(N)    070 24 29.43487(W) AD(       ) 3
 QH0231  NAD 83(1986)-  45 46 49.32508(N)    070 24 29.44576(W) AD(       ) 3
 QH0231  NAD 27      -  45 46 49.15500(N)    070 24 31.20400(W) AD(       ) 3
 QH0231
 QH0231.Superseded values are not recommended for survey control.
 QH0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0231.See file dsdata.txt to determine how the superseded data were derived.
 QH0231
 QH0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL9053170609(NAD 83)
 QH0231_MARKER: Z = SEE DESCRIPTION
 QH0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0231_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0231+STABILITY: SURFACE MOTION
 QH0231
 QH0231  HISTORY     - Date     Condition        Report By
 QH0231  HISTORY     - 1845     MONUMENTED       IBC
 QH0231  HISTORY     - 1969     GOOD             IBC
 QH0231
 QH0231                          STATION DESCRIPTION
 QH0231
 QH0231'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0231'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0231'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0231'THE SURFACE OF THE BASE.
 QH0231
 QH0231                          STATION RECOVERY (1969)
 QH0231
 QH0231'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1969 (HGD)
 QH0231'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0227 ***********************************************************************
 QH0227  DESIGNATION -  MON 362 IBC
 QH0227  PID         -  QH0227
 QH0227  STATE/COUNTY-  ME/SOMERSET
 QH0227  USGS QUAD   -  SANDY BAY MOUNTAIN (1989)
 QH0227
 QH0227                         *CURRENT SURVEY CONTROL
 QH0227  ___________________________________________________________________
 QH0227* NAD 83(1996)-  45 46 38.56624(N)    070 24 24.29468(W)     ADJUSTED  
 QH0227* NAVD 88     -       600.     (meters)    1968.     (feet)  SCALED    
 QH0227  ___________________________________________________________________
 QH0227  LAPLACE CORR-           7.49  (seconds)                    DEFLEC99
 QH0227  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 QH0227
 QH0227  HORZ ORDER  -  THIRD
 QH0227
 QH0227.The horizontal coordinates were established by classical geodetic methods
 QH0227.and adjusted by the National Geodetic Survey in March 1998..
 QH0227.No horizontal observational check was made to the station.
 QH0227
 QH0227.The orthometric height was scaled from a topographic map.
 QH0227
 QH0227.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0227
 QH0227.The geoid height was determined by GEOID03.
 QH0227
 QH0227;                    North         East     Units Scale Factor Converg.
 QH0227;SPC ME W     -   327,154.280   881,328.648   MT  0.99997095   -0 10 19.4
 QH0227;UTM  19      - 5,070,275.541   390,636.466   MT  0.99974704   -1 00 29.6
 QH0227
 QH0227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0227!SPC ME W     -   0.99991002  x   0.99997095  =   0.99988097
 QH0227!UTM  19      -   0.99991002  x   0.99974704  =   0.99965708
 QH0227
 QH0227                          SUPERSEDED SURVEY CONTROL
 QH0227
 QH0227  NAD 83(1992)-  45 46 38.57138(N)    070 24 24.29364(W) AD(       ) 3
 QH0227  NAD 83(1986)-  45 46 38.57081(N)    070 24 24.30420(W) AD(       ) 3
 QH0227  NAD 27      -  45 46 38.40200(N)    070 24 26.06200(W) AD(       ) 3
 QH0227
 QH0227.Superseded values are not recommended for survey control.
 QH0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0227.See file dsdata.txt to determine how the superseded data were derived.
 QH0227
 QH0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL9063670276(NAD 83)
 QH0227_MARKER: Z = SEE DESCRIPTION
 QH0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0227_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0227+STABILITY: SURFACE MOTION
 QH0227
 QH0227  HISTORY     - Date     Condition        Report By
 QH0227  HISTORY     - 1845     MONUMENTED       IBC
 QH0227  HISTORY     - 1969     GOOD             IBC
 QH0227
 QH0227                          STATION DESCRIPTION
 QH0227
 QH0227'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0227'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0227'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0227'THE SURFACE OF THE BASE.
 QH0227
 QH0227                          STATION RECOVERY (1969)
 QH0227
 QH0227'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1969 (HGD)
 QH0227'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0230 ***********************************************************************
 QH0230  DESIGNATION -  MON 363 IBC
 QH0230  PID         -  QH0230
 QH0230  STATE/COUNTY-  ME/SOMERSET
 QH0230  USGS QUAD   -  SANDY BAY MOUNTAIN (1989)
 QH0230
 QH0230                         *CURRENT SURVEY CONTROL
 QH0230  ___________________________________________________________________
 QH0230* NAD 83(1996)-  45 46 24.09341(N)    070 24 27.30620(W)     ADJUSTED  
 QH0230* NAVD 88     -       569.     (meters)    1867.     (feet)  SCALED    
 QH0230  ___________________________________________________________________
 QH0230  LAPLACE CORR-           7.76  (seconds)                    DEFLEC99
 QH0230  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 QH0230
 QH0230  HORZ ORDER  -  THIRD
 QH0230
 QH0230.The horizontal coordinates were established by classical geodetic methods
 QH0230.and adjusted by the National Geodetic Survey in March 1998..
 QH0230.No horizontal observational check was made to the station.
 QH0230
 QH0230.The orthometric height was scaled from a topographic map.
 QH0230
 QH0230.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0230
 QH0230.The geoid height was determined by GEOID03.
 QH0230
 QH0230;                    North         East     Units Scale Factor Converg.
 QH0230;SPC ME W     -   326,707.655   881,262.244   MT  0.99997098   -0 10 21.5
 QH0230;UTM  19      - 5,069,830.031   390,563.568   MT  0.99974724   -1 00 31.5
 QH0230
 QH0230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0230!SPC ME W     -   0.99991488  x   0.99997098  =   0.99988586
 QH0230!UTM  19      -   0.99991488  x   0.99974724  =   0.99966214
 QH0230
 QH0230                          SUPERSEDED SURVEY CONTROL
 QH0230
 QH0230  NAD 83(1992)-  45 46 24.09887(N)    070 24 27.30611(W) AD(       ) 3
 QH0230  NAD 83(1986)-  45 46 24.09821(N)    070 24 27.31624(W) AD(       ) 3
 QH0230  NAD 27      -  45 46 23.92900(N)    070 24 29.07300(W) AD(       ) 3
 QH0230
 QH0230.Superseded values are not recommended for survey control.
 QH0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0230.See file dsdata.txt to determine how the superseded data were derived.
 QH0230
 QH0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL9056469830(NAD 83)
 QH0230_MARKER: Z = SEE DESCRIPTION
 QH0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0230_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0230+STABILITY: SURFACE MOTION
 QH0230
 QH0230  HISTORY     - Date     Condition        Report By
 QH0230  HISTORY     - 1845     MONUMENTED       IBC
 QH0230  HISTORY     - 1969     GOOD             IBC
 QH0230
 QH0230                          STATION DESCRIPTION
 QH0230
 QH0230'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0230'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0230'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0230'THE SURFACE OF THE BASE.
 QH0230
 QH0230                          STATION RECOVERY (1969)
 QH0230
 QH0230'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1969 (HGD)
 QH0230'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0225 ***********************************************************************
 QH0225  DESIGNATION -  MON 364 IBC
 QH0225  PID         -  QH0225
 QH0225  STATE/COUNTY-  ME/SOMERSET
 QH0225  USGS QUAD   -  SANDY BAY MOUNTAIN (1989)
 QH0225
 QH0225                         *CURRENT SURVEY CONTROL
 QH0225  ___________________________________________________________________
 QH0225* NAD 83(1996)-  45 46 05.80084(N)    070 24 22.90459(W)     ADJUSTED  
 QH0225* NAVD 88     -       617.     (meters)    2024.     (feet)  SCALED    
 QH0225  ___________________________________________________________________
 QH0225  LAPLACE CORR-           7.82  (seconds)                    DEFLEC99
 QH0225  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 QH0225
 QH0225  HORZ ORDER  -  THIRD
 QH0225
 QH0225.The horizontal coordinates were established by classical geodetic methods
 QH0225.and adjusted by the National Geodetic Survey in March 1998..
 QH0225.No horizontal observational check was made to the station.
 QH0225
 QH0225.The orthometric height was scaled from a topographic map.
 QH0225
 QH0225.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0225
 QH0225.The geoid height was determined by GEOID03.
 QH0225
 QH0225;                    North         East     Units Scale Factor Converg.
 QH0225;SPC ME W     -   326,142.621   881,355.646   MT  0.99997094   -0 10 18.3
 QH0225;UTM  19      - 5,069,263.821   390,648.696   MT  0.99974701   -1 00 28.1
 QH0225
 QH0225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0225!SPC ME W     -   0.99990735  x   0.99997094  =   0.99987829
 QH0225!UTM  19      -   0.99990735  x   0.99974701  =   0.99965438
 QH0225
 QH0225                          SUPERSEDED SURVEY CONTROL
 QH0225
 QH0225  NAD 83(1992)-  45 46 05.80645(N)    070 24 22.90582(W) AD(       ) 3
 QH0225  NAD 83(1986)-  45 46 05.80579(N)    070 24 22.91535(W) AD(       ) 3
 QH0225  NAD 27      -  45 46 05.63700(N)    070 24 24.67000(W) AD(       ) 3
 QH0225
 QH0225.Superseded values are not recommended for survey control.
 QH0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0225.See file dsdata.txt to determine how the superseded data were derived.
 QH0225
 QH0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL9064969264(NAD 83)
 QH0225_MARKER: Z = SEE DESCRIPTION
 QH0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0225_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0225+STABILITY: SURFACE MOTION
 QH0225
 QH0225  HISTORY     - Date     Condition        Report By
 QH0225  HISTORY     - 1845     MONUMENTED       IBC
 QH0225  HISTORY     - 1969     POOR             IBC
 QH0225
 QH0225                          STATION DESCRIPTION
 QH0225
 QH0225'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0225'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0225'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0225'THE SURFACE OF THE BASE.
 QH0225
 QH0225                          STATION RECOVERY (1969)
 QH0225
 QH0225'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1969 (HGD)
 QH0225'CAST IRON MONUMENT THAT NEEDED EITHER A NEW BASE OR REPAIRS TO THE
 QH0225'BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0229 ***********************************************************************
 QH0229  DESIGNATION -  MON 365 IBC
 QH0229  PID         -  QH0229
 QH0229  STATE/COUNTY-  ME/SOMERSET
 QH0229  USGS QUAD   -  SANDY BAY MOUNTAIN (1989)
 QH0229
 QH0229                         *CURRENT SURVEY CONTROL
 QH0229  ___________________________________________________________________
 QH0229* NAD 83(1996)-  45 45 48.99271(N)    070 24 25.19443(W)     ADJUSTED  
 QH0229* NAVD 88     -       658.     (meters)    2159.     (feet)  SCALED    
 QH0229  ___________________________________________________________________
 QH0229  LAPLACE CORR-           7.98  (seconds)                    DEFLEC99
 QH0229  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 QH0229
 QH0229  HORZ ORDER  -  THIRD
 QH0229
 QH0229.The horizontal coordinates were established by classical geodetic methods
 QH0229.and adjusted by the National Geodetic Survey in March 1998..
 QH0229.No horizontal observational check was made to the station.
 QH0229
 QH0229.The orthometric height was scaled from a topographic map.
 QH0229
 QH0229.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0229
 QH0229.The geoid height was determined by GEOID03.
 QH0229
 QH0229;                    North         East     Units Scale Factor Converg.
 QH0229;SPC ME W     -   325,623.851   881,304.611   MT  0.99997096   -0 10 19.9
 QH0229;UTM  19      - 5,068,745.967   390,590.110   MT  0.99974717   -1 00 29.4
 QH0229
 QH0229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0229!SPC ME W     -   0.99990092  x   0.99997096  =   0.99987188
 QH0229!UTM  19      -   0.99990092  x   0.99974717  =   0.99964811
 QH0229
 QH0229                          SUPERSEDED SURVEY CONTROL
 QH0229
 QH0229  NAD 83(1992)-  45 45 48.99865(N)    070 24 25.19674(W) AD(       ) 3
 QH0229  NAD 83(1986)-  45 45 48.99788(N)    070 24 25.20573(W) AD(       ) 3
 QH0229  NAD 27      -  45 45 48.82800(N)    070 24 26.96100(W) AD(       ) 3
 QH0229
 QH0229.Superseded values are not recommended for survey control.
 QH0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0229.See file dsdata.txt to determine how the superseded data were derived.
 QH0229
 QH0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL9059068746(NAD 83)
 QH0229_MARKER: Z = SEE DESCRIPTION
 QH0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0229_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0229+STABILITY: SURFACE MOTION
 QH0229
 QH0229  HISTORY     - Date     Condition        Report By
 QH0229  HISTORY     - 1845     MONUMENTED       IBC
 QH0229  HISTORY     - 1969     GOOD             IBC
 QH0229
 QH0229                          STATION DESCRIPTION
 QH0229
 QH0229'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0229'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0229'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0229'THE SURFACE OF THE BASE.
 QH0229
 QH0229                          STATION RECOVERY (1969)
 QH0229
 QH0229'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1969 (HGD)
 QH0229'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0219 ***********************************************************************
 QH0219  DESIGNATION -  MON 366 IBC
 QH0219  PID         -  QH0219
 QH0219  STATE/COUNTY-  ME/SOMERSET
 QH0219  USGS QUAD   -  SANDY BAY MOUNTAIN (1989)
 QH0219
 QH0219                         *CURRENT SURVEY CONTROL
 QH0219  ___________________________________________________________________
 QH0219* NAD 83(1996)-  45 45 30.64620(N)    070 24 07.84432(W)     ADJUSTED  
 QH0219* NAVD 88     -       803.     (meters)    2635.     (feet)  SCALED    
 QH0219  ___________________________________________________________________
 QH0219  LAPLACE CORR-           7.68  (seconds)                    DEFLEC99
 QH0219  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 QH0219
 QH0219  HORZ ORDER  -  THIRD
 QH0219
 QH0219.The horizontal coordinates were established by classical geodetic methods
 QH0219.and adjusted by the National Geodetic Survey in March 1998..
 QH0219.No horizontal observational check was made to the station.
 QH0219
 QH0219.The orthometric height was scaled from a topographic map.
 QH0219
 QH0219.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0219
 QH0219.The geoid height was determined by GEOID03.
 QH0219
 QH0219;                    North         East     Units Scale Factor Converg.
 QH0219;SPC ME W     -   325,056.323   881,677.849   MT  0.99997079   -0 10 07.4
 QH0219;UTM  19      - 5,068,173.183   390,954.947   MT  0.99974619   -1 00 16.7
 QH0219
 QH0219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0219!SPC ME W     -   0.99987819  x   0.99997079  =   0.99984898
 QH0219!UTM  19      -   0.99987819  x   0.99974619  =   0.99962441
 QH0219
 QH0219                          SUPERSEDED SURVEY CONTROL
 QH0219
 QH0219  NAD 83(1992)-  45 45 30.65185(N)    070 24 07.84810(W) AD(       ) 3
 QH0219  NAD 83(1986)-  45 45 30.65123(N)    070 24 07.85641(W) AD(       ) 3
 QH0219  NAD 27      -  45 45 30.48300(N)    070 24 09.61000(W) AD(       ) 3
 QH0219
 QH0219.Superseded values are not recommended for survey control.
 QH0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0219.See file dsdata.txt to determine how the superseded data were derived.
 QH0219
 QH0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL9095568173(NAD 83)
 QH0219_MARKER: Z = SEE DESCRIPTION
 QH0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0219_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0219+STABILITY: SURFACE MOTION
 QH0219
 QH0219  HISTORY     - Date     Condition        Report By
 QH0219  HISTORY     - 1845     MONUMENTED       IBC
 QH0219  HISTORY     - 1969     GOOD             IBC
 QH0219
 QH0219                          STATION DESCRIPTION
 QH0219
 QH0219'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0219'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0219'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0219'THE SURFACE OF THE BASE.
 QH0219
 QH0219                          STATION RECOVERY (1969)
 QH0219
 QH0219'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1969 (HGD)
 QH0219'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0208 ***********************************************************************
 QH0208  DESIGNATION -  MON 367 IBC
 QH0208  PID         -  QH0208
 QH0208  STATE/COUNTY-  ME/SOMERSET
 QH0208  USGS QUAD   -  SANDY BAY MOUNTAIN (1989)
 QH0208
 QH0208                         *CURRENT SURVEY CONTROL
 QH0208  ___________________________________________________________________
 QH0208* NAD 83(1996)-  45 45 15.25567(N)    070 23 37.69469(W)     ADJUSTED  
 QH0208* NAVD 88     -       947.     (meters)    3107.     (feet)  SCALED    
 QH0208  ___________________________________________________________________
 QH0208  LAPLACE CORR-           6.72  (seconds)                    DEFLEC99
 QH0208  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 QH0208
 QH0208  HORZ ORDER  -  THIRD
 QH0208
 QH0208.The horizontal coordinates were established by classical geodetic methods
 QH0208.and adjusted by the National Geodetic Survey in March 1998..
 QH0208.No horizontal observational check was made to the station.
 QH0208
 QH0208.The orthometric height was scaled from a topographic map.
 QH0208
 QH0208.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0208
 QH0208.The geoid height was determined by GEOID03.
 QH0208
 QH0208;                    North         East     Units Scale Factor Converg.
 QH0208;SPC ME W     -   324,579.287   882,328.041   MT  0.99997050   -0 09 45.8
 QH0208;UTM  19      - 5,067,686.822   391,597.966   MT  0.99974447   -0 59 54.8
 QH0208
 QH0208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0208!SPC ME W     -   0.99985561  x   0.99997050  =   0.99982612
 QH0208!UTM  19      -   0.99985561  x   0.99974447  =   0.99960012
 QH0208
 QH0208                          SUPERSEDED SURVEY CONTROL
 QH0208
 QH0208  NAD 83(1992)-  45 45 15.26065(N)    070 23 37.69991(W) AD(       ) 3
 QH0208  NAD 83(1986)-  45 45 15.26037(N)    070 23 37.70761(W) AD(       ) 3
 QH0208  NAD 27      -  45 45 15.09400(N)    070 23 39.46100(W) AD(       ) 3
 QH0208
 QH0208.Superseded values are not recommended for survey control.
 QH0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0208.See file dsdata.txt to determine how the superseded data were derived.
 QH0208
 QH0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL9159867687(NAD 83)
 QH0208_MARKER: Z = SEE DESCRIPTION
 QH0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0208_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0208+STABILITY: SURFACE MOTION
 QH0208
 QH0208  HISTORY     - Date     Condition        Report By
 QH0208  HISTORY     - 1845     MONUMENTED       IBC
 QH0208  HISTORY     - 1969     POOR             IBC
 QH0208
 QH0208                          STATION DESCRIPTION
 QH0208
 QH0208'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0208'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0208'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0208'THE SURFACE OF THE BASE.
 QH0208
 QH0208                          STATION RECOVERY (1969)
 QH0208
 QH0208'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1969 (HGD)
 QH0208'CAST IRON MONUMENT THAT NEEDED EITHER A NEW BASE OR REPAIRS TO THE
 QH0208'BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0118 ***********************************************************************
 QH0118  DESIGNATION -  MON 368 IBC
 QH0118  PID         -  QH0118
 QH0118  STATE/COUNTY-  ME/SOMERSET
 QH0118  USGS QUAD   -  STONY BROOK (1989)
 QH0118
 QH0118                         *CURRENT SURVEY CONTROL
 QH0118  ___________________________________________________________________
 QH0118* NAD 83(1996)-  45 44 49.26570(N)    070 23 20.93472(W)     ADJUSTED  
 QH0118* NAVD 88     -       858.     (meters)    2815.     (feet)  SCALED    
 QH0118  ___________________________________________________________________
 QH0118  LAPLACE CORR-           5.12  (seconds)                    DEFLEC99
 QH0118  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 QH0118
 QH0118  HORZ ORDER  -  THIRD
 QH0118
 QH0118.The horizontal coordinates were established by classical geodetic methods
 QH0118.and adjusted by the National Geodetic Survey in March 1998..
 QH0118.No horizontal observational check was made to the station.
 QH0118
 QH0118.The orthometric height was scaled from a topographic map.
 QH0118
 QH0118.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0118
 QH0118.The geoid height was determined by GEOID03.
 QH0118
 QH0118;                    North         East     Units Scale Factor Converg.
 QH0118;SPC ME W     -   323,775.881   882,688.025   MT  0.99997035   -0 09 33.7
 QH0118;UTM  19      - 5,066,878.433   391,946.113   MT  0.99974354   -0 59 42.3
 QH0118
 QH0118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0118!SPC ME W     -   0.99986956  x   0.99997035  =   0.99983991
 QH0118!UTM  19      -   0.99986956  x   0.99974354  =   0.99961313
 QH0118
 QH0118                          SUPERSEDED SURVEY CONTROL
 QH0118
 QH0118  NAD 83(1992)-  45 44 49.27064(N)    070 23 20.94170(W) AD(       ) 3
 QH0118  NAD 83(1986)-  45 44 49.27055(N)    070 23 20.94860(W) AD(       ) 3
 QH0118  NAD 27      -  45 44 49.10500(N)    070 23 22.70000(W) AD(       ) 3
 QH0118
 QH0118.Superseded values are not recommended for survey control.
 QH0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0118.See file dsdata.txt to determine how the superseded data were derived.
 QH0118
 QH0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL9194666878(NAD 83)
 QH0118_MARKER: Z = SEE DESCRIPTION
 QH0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0118_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0118+STABILITY: SURFACE MOTION
 QH0118
 QH0118  HISTORY     - Date     Condition        Report By
 QH0118  HISTORY     - 1845     MONUMENTED       IBC
 QH0118  HISTORY     - 1969     POOR             IBC
 QH0118
 QH0118                          STATION DESCRIPTION
 QH0118
 QH0118'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0118'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0118'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0118'THE SURFACE OF THE BASE.
 QH0118
 QH0118                          STATION RECOVERY (1969)
 QH0118
 QH0118'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1969 (HGD)
 QH0118'CAST IRON MONUMENT THAT NEEDED EITHER NEW BASE OR REPAIRS TO THE BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0124 ***********************************************************************
 QH0124  DESIGNATION -  MON 369 IBC
 QH0124  PID         -  QH0124
 QH0124  STATE/COUNTY-  ME/SOMERSET
 QH0124  USGS QUAD   -  STONY BROOK (1989)
 QH0124
 QH0124                         *CURRENT SURVEY CONTROL
 QH0124  ___________________________________________________________________
 QH0124* NAD 83(1996)-  45 44 23.28579(N)    070 23 37.19040(W)     ADJUSTED  
 QH0124* NAVD 88     -       879.     (meters)    2884.     (feet)  SCALED    
 QH0124  ___________________________________________________________________
 QH0124  LAPLACE CORR-           6.10  (seconds)                    DEFLEC99
 QH0124  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 QH0124
 QH0124  HORZ ORDER  -  THIRD
 QH0124
 QH0124.The horizontal coordinates were established by classical geodetic methods
 QH0124.and adjusted by the National Geodetic Survey in March 1998..
 QH0124.No horizontal observational check was made to the station.
 QH0124
 QH0124.The orthometric height was scaled from a topographic map.
 QH0124
 QH0124.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0124
 QH0124.The geoid height was determined by GEOID03.
 QH0124
 QH0124;                    North         East     Units Scale Factor Converg.
 QH0124;SPC ME W     -   322,974.792   882,334.387   MT  0.99997050   -0 09 45.3
 QH0124;UTM  19      - 5,066,082.768   391,580.912   MT  0.99974451   -0 59 53.5
 QH0124
 QH0124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0124!SPC ME W     -   0.99986627  x   0.99997050  =   0.99983677
 QH0124!UTM  19      -   0.99986627  x   0.99974451  =   0.99961081
 QH0124
 QH0124                          SUPERSEDED SURVEY CONTROL
 QH0124
 QH0124  NAD 83(1992)-  45 44 23.29155(N)    070 23 37.19846(W) AD(       ) 3
 QH0124  NAD 83(1986)-  45 44 23.29113(N)    070 23 37.20458(W) AD(       ) 3
 QH0124  NAD 27      -  45 44 23.12500(N)    070 23 38.95400(W) AD(       ) 3
 QH0124
 QH0124.Superseded values are not recommended for survey control.
 QH0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0124.See file dsdata.txt to determine how the superseded data were derived.
 QH0124
 QH0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL9158166083(NAD 83)
 QH0124_MARKER: Z = SEE DESCRIPTION
 QH0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0124_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0124+STABILITY: SURFACE MOTION
 QH0124
 QH0124  HISTORY     - Date     Condition        Report By
 QH0124  HISTORY     - 1845     MONUMENTED       IBC
 QH0124  HISTORY     - 1969     POOR             IBC
 QH0124
 QH0124                          STATION DESCRIPTION
 QH0124
 QH0124'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0124'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0124'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0124'THE SURFACE OF THE BASE.
 QH0124
 QH0124                          STATION RECOVERY (1969)
 QH0124
 QH0124'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1969 (HGD)
 QH0124'CAST IRON MONUMENT THAT NEEDED EITHER A NEW BASE OR REPAIRS TO THE
 QH0124'BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0151 ***********************************************************************
 QH0151  DESIGNATION -  MON 370 IBC
 QH0151  PID         -  QH0151
 QH0151  STATE/COUNTY-  ME/SOMERSET
 QH0151  USGS QUAD   -  STONY BROOK (1989)
 QH0151
 QH0151                         *CURRENT SURVEY CONTROL
 QH0151  ___________________________________________________________________
 QH0151* NAD 83(1996)-  45 44 10.87890(N)    070 23 24.71139(W)     ADJUSTED  
 QH0151* NAVD 88     -       850.     (meters)    2789.     (feet)  SCALED    
 QH0151  ___________________________________________________________________
 QH0151  LAPLACE CORR-           5.04  (seconds)                    DEFLEC99
 QH0151  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 QH0151
 QH0151  HORZ ORDER  -  THIRD
 QH0151
 QH0151.The horizontal coordinates were established by classical geodetic methods
 QH0151.and adjusted by the National Geodetic Survey in March 1998..
 QH0151.No horizontal observational check was made to the station.
 QH0151
 QH0151.The orthometric height was scaled from a topographic map.
 QH0151
 QH0151.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0151
 QH0151.The geoid height was determined by GEOID03.
 QH0151
 QH0151;                    North         East     Units Scale Factor Converg.
 QH0151;SPC ME W     -   322,590.995   882,603.082   MT  0.99997039   -0 09 36.3
 QH0151;UTM  19      - 5,065,695.181   391,843.922   MT  0.99974381   -0 59 44.4
 QH0151
 QH0151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0151!SPC ME W     -   0.99987081  x   0.99997039  =   0.99984120
 QH0151!UTM  19      -   0.99987081  x   0.99974381  =   0.99961465
 QH0151
 QH0151                          SUPERSEDED SURVEY CONTROL
 QH0151
 QH0151  NAD 83(1992)-  45 44 10.88456(N)    070 23 24.72017(W) AD(       ) 3
 QH0151  NAD 83(1986)-  45 44 10.88420(N)    070 23 24.72593(W) AD(       ) 3
 QH0151  NAD 27      -  45 44 10.71881(N)    070 23 26.47512(W) AD(       ) 3
 QH0151
 QH0151.Superseded values are not recommended for survey control.
 QH0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0151.See file dsdata.txt to determine how the superseded data were derived.
 QH0151
 QH0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL9184465695(NAD 83)
 QH0151_MARKER: Z = SEE DESCRIPTION
 QH0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0151_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0151+STABILITY: SURFACE MOTION
 QH0151
 QH0151  HISTORY     - Date     Condition        Report By
 QH0151  HISTORY     - 1845     MONUMENTED       IBC
 QH0151  HISTORY     - 1969     GOOD             IBC
 QH0151
 QH0151                          STATION DESCRIPTION
 QH0151
 QH0151'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0151'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0151'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0151'THE SURFACE OF THE BASE.
 QH0151
 QH0151                          STATION RECOVERY (1969)
 QH0151
 QH0151'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1969 (HGD)
 QH0151'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0115 ***********************************************************************
 QH0115  DESIGNATION -  MON 371 IBC
 QH0115  PID         -  QH0115
 QH0115  STATE/COUNTY-  ME/SOMERSET
 QH0115  USGS QUAD   -  STONY BROOK (1989)
 QH0115
 QH0115                         *CURRENT SURVEY CONTROL
 QH0115  ___________________________________________________________________
 QH0115* NAD 83(1996)-  45 44 09.00810(N)    070 23 05.57407(W)     ADJUSTED  
 QH0115* NAVD 88     -       820.     (meters)    2690.     (feet)  SCALED    
 QH0115  ___________________________________________________________________
 QH0115  LAPLACE CORR-           4.44  (seconds)                    DEFLEC99
 QH0115  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 QH0115
 QH0115  HORZ ORDER  -  THIRD
 QH0115
 QH0115.The horizontal coordinates were established by classical geodetic methods
 QH0115.and adjusted by the National Geodetic Survey in March 1998..
 QH0115.No horizontal observational check was made to the station.
 QH0115
 QH0115.The orthometric height was scaled from a topographic map.
 QH0115
 QH0115.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0115
 QH0115.The geoid height was determined by GEOID03.
 QH0115
 QH0115;                    North         East     Units Scale Factor Converg.
 QH0115;SPC ME W     -   322,532.096   883,016.651   MT  0.99997021   -0 09 22.6
 QH0115;UTM  19      - 5,065,630.272   392,256.494   MT  0.99974272   -0 59 30.7
 QH0115
 QH0115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0115!SPC ME W     -   0.99987551  x   0.99997021  =   0.99984572
 QH0115!UTM  19      -   0.99987551  x   0.99974272  =   0.99961826
 QH0115
 QH0115                          SUPERSEDED SURVEY CONTROL
 QH0115
 QH0115  NAD 83(1992)-  45 44 09.01341(N)    070 23 05.58325(W) AD(       ) 3
 QH0115  NAD 83(1986)-  45 44 09.01335(N)    070 23 05.58893(W) AD(       ) 3
 QH0115  NAD 27      -  45 44 08.84900(N)    070 23 07.33800(W) AD(       ) 3
 QH0115
 QH0115.Superseded values are not recommended for survey control.
 QH0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0115.See file dsdata.txt to determine how the superseded data were derived.
 QH0115
 QH0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL9225665630(NAD 83)
 QH0115_MARKER: Z = SEE DESCRIPTION
 QH0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0115_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0115+STABILITY: SURFACE MOTION
 QH0115
 QH0115  HISTORY     - Date     Condition        Report By
 QH0115  HISTORY     - 1845     MONUMENTED       IBC
 QH0115  HISTORY     - 1969     GOOD             IBC
 QH0115
 QH0115                          STATION DESCRIPTION
 QH0115
 QH0115'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0115'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0115'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0115'THE SURFACE OF THE BASE.
 QH0115
 QH0115                          STATION RECOVERY (1969)
 QH0115
 QH0115'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1969 (HGD)
 QH0115'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0116 ***********************************************************************
 QH0116  DESIGNATION -  MON 372 IBC
 QH0116  PID         -  QH0116
 QH0116  STATE/COUNTY-  ME/SOMERSET
 QH0116  USGS QUAD   -  STONY BROOK (1989)
 QH0116
 QH0116                         *CURRENT SURVEY CONTROL
 QH0116  ___________________________________________________________________
 QH0116* NAD 83(1996)-  45 43 55.61084(N)    070 23 11.46466(W)     ADJUSTED  
 QH0116* NAVD 88     -       718.     (meters)    2356.     (feet)  SCALED    
 QH0116  ___________________________________________________________________
 QH0116  LAPLACE CORR-           4.45  (seconds)                    DEFLEC99
 QH0116  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 QH0116
 QH0116  HORZ ORDER  -  THIRD
 QH0116
 QH0116.The horizontal coordinates were established by classical geodetic methods
 QH0116.and adjusted by the National Geodetic Survey in March 1998..
 QH0116
 QH0116.The orthometric height was scaled from a topographic map.
 QH0116
 QH0116.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0116
 QH0116.The geoid height was determined by GEOID03.
 QH0116
 QH0116;                    North         East     Units Scale Factor Converg.
 QH0116;SPC ME W     -   322,118.833   882,888.165   MT  0.99997027   -0 09 26.8
 QH0116;UTM  19      - 5,065,219.020   392,122.026   MT  0.99974307   -0 59 34.7
 QH0116
 QH0116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0116!SPC ME W     -   0.99989150  x   0.99997027  =   0.99986177
 QH0116!UTM  19      -   0.99989150  x   0.99974307  =   0.99963460
 QH0116
 QH0116                          SUPERSEDED SURVEY CONTROL
 QH0116
 QH0116  NAD 83(1992)-  45 43 55.61663(N)    070 23 11.47456(W) AD(       ) 3
 QH0116  NAD 83(1986)-  45 43 55.61620(N)    070 23 11.48011(W) AD(       ) 3
 QH0116  NAD 27      -  45 43 55.45200(N)    070 23 13.22800(W) AD(       ) 3
 QH0116
 QH0116.Superseded values are not recommended for survey control.
 QH0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0116.See file dsdata.txt to determine how the superseded data were derived.
 QH0116
 QH0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL9212265219(NAD 83)
 QH0116_MARKER: Z = SEE DESCRIPTION
 QH0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0116_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0116+STABILITY: SURFACE MOTION
 QH0116
 QH0116  HISTORY     - Date     Condition        Report By
 QH0116  HISTORY     - 1845     MONUMENTED       IBC
 QH0116  HISTORY     - 1969     GOOD             IBC
 QH0116
 QH0116                          STATION DESCRIPTION
 QH0116
 QH0116'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0116'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0116'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0116'THE SURFACE OF THE BASE.
 QH0116
 QH0116                          STATION RECOVERY (1969)
 QH0116
 QH0116'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1969 (HGD)
 QH0116'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0117 ***********************************************************************
 QH0117  DESIGNATION -  MON 373 IBC
 QH0117  PID         -  QH0117
 QH0117  STATE/COUNTY-  ME/SOMERSET
 QH0117  USGS QUAD   -  STONY BROOK (1989)
 QH0117
 QH0117                         *CURRENT SURVEY CONTROL
 QH0117  ___________________________________________________________________
 QH0117* NAD 83(1996)-  45 43 46.17682(N)    070 23 20.90946(W)     ADJUSTED  
 QH0117* NAVD 88     -       534.     (meters)    1752.     (feet)  SCALED    
 QH0117  ___________________________________________________________________
 QH0117  LAPLACE CORR-           4.58  (seconds)                    DEFLEC99
 QH0117  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 QH0117
 QH0117  HORZ ORDER  -  THIRD
 QH0117
 QH0117.The horizontal coordinates were established by classical geodetic methods
 QH0117.and adjusted by the National Geodetic Survey in March 1998..
 QH0117.No horizontal observational check was made to the station.
 QH0117
 QH0117.The orthometric height was scaled from a topographic map.
 QH0117
 QH0117.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0117
 QH0117.The geoid height was determined by GEOID03.
 QH0117
 QH0117;                    North         East     Units Scale Factor Converg.
 QH0117;SPC ME W     -   321,828.142   882,683.154   MT  0.99997035   -0 09 33.5
 QH0117;UTM  19      - 5,064,931.414   391,912.846   MT  0.99974363   -0 59 41.3
 QH0117
 QH0117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0117!SPC ME W     -   0.99992034  x   0.99997035  =   0.99989069
 QH0117!UTM  19      -   0.99992034  x   0.99974363  =   0.99966399
 QH0117
 QH0117                          SUPERSEDED SURVEY CONTROL
 QH0117
 QH0117  NAD 83(1992)-  45 43 46.18285(N)    070 23 20.91912(W) AD(       ) 3
 QH0117  NAD 83(1986)-  45 43 46.18247(N)    070 23 20.92429(W) AD(       ) 3
 QH0117  NAD 27      -  45 43 46.01800(N)    070 23 22.67200(W) AD(       ) 3
 QH0117
 QH0117.Superseded values are not recommended for survey control.
 QH0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0117.See file dsdata.txt to determine how the superseded data were derived.
 QH0117
 QH0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL9191364931(NAD 83)
 QH0117_MARKER: Z = SEE DESCRIPTION
 QH0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0117_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0117+STABILITY: SURFACE MOTION
 QH0117
 QH0117  HISTORY     - Date     Condition        Report By
 QH0117  HISTORY     - 1845     MONUMENTED       IBC
 QH0117  HISTORY     - 1969     GOOD             IBC
 QH0117
 QH0117                          STATION DESCRIPTION
 QH0117
 QH0117'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0117'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0117'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0117'THE SURFACE OF THE BASE.
 QH0117
 QH0117                          STATION RECOVERY (1969)
 QH0117
 QH0117'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1969 (HGD)
 QH0117'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0125 ***********************************************************************
 QH0125  DESIGNATION -  MON 374 IBC
 QH0125  PID         -  QH0125
 QH0125  STATE/COUNTY-  ME/SOMERSET
 QH0125  USGS QUAD   -  STONY BROOK (1989)
 QH0125
 QH0125                         *CURRENT SURVEY CONTROL
 QH0125  ___________________________________________________________________
 QH0125* NAD 83(1996)-  45 43 44.90826(N)    070 23 47.11377(W)     ADJUSTED  
 QH0125* NAVD 88     -       520.     (meters)    1706.     (feet)  SCALED    
 QH0125  ___________________________________________________________________
 QH0125  LAPLACE CORR-           5.63  (seconds)                    DEFLEC99
 QH0125  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 QH0125
 QH0125  HORZ ORDER  -  THIRD
 QH0125
 QH0125.The horizontal coordinates were established by classical geodetic methods
 QH0125.and adjusted by the National Geodetic Survey in March 1998..
 QH0125.No horizontal observational check was made to the station.
 QH0125
 QH0125.The orthometric height was scaled from a topographic map.
 QH0125
 QH0125.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0125
 QH0125.The geoid height was determined by GEOID03.
 QH0125
 QH0125;                    North         East     Units Scale Factor Converg.
 QH0125;SPC ME W     -   321,790.579   882,116.466   MT  0.99997060   -0 09 52.3
 QH0125;UTM  19      - 5,064,902.125   391,345.798   MT  0.99974514   -1 00 00.0
 QH0125
 QH0125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0125!SPC ME W     -   0.99992254  x   0.99997060  =   0.99989314
 QH0125!UTM  19      -   0.99992254  x   0.99974514  =   0.99966770
 QH0125
 QH0125                          SUPERSEDED SURVEY CONTROL
 QH0125
 QH0125  NAD 83(1992)-  45 43 44.91470(N)    070 23 47.12301(W) AD(       ) 3
 QH0125  NAD 83(1986)-  45 43 44.91390(N)    070 23 47.12823(W) AD(       ) 3
 QH0125  NAD 27      -  45 43 44.74800(N)    070 23 48.87600(W) AD(       ) 3
 QH0125
 QH0125.Superseded values are not recommended for survey control.
 QH0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0125.See file dsdata.txt to determine how the superseded data were derived.
 QH0125
 QH0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL9134664902(NAD 83)
 QH0125_MARKER: Z = SEE DESCRIPTION
 QH0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0125_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0125+STABILITY: SURFACE MOTION
 QH0125
 QH0125  HISTORY     - Date     Condition        Report By
 QH0125  HISTORY     - 1845     MONUMENTED       IBC
 QH0125  HISTORY     - 1969     GOOD             IBC
 QH0125
 QH0125                          STATION DESCRIPTION
 QH0125
 QH0125'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0125'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0125'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0125'THE SURFACE OF THE BASE.
 QH0125
 QH0125                          STATION RECOVERY (1969)
 QH0125
 QH0125'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1969 (HGD)
 QH0125'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0128 ***********************************************************************
 QH0128  DESIGNATION -  MON 375 IBC
 QH0128  PID         -  QH0128
 QH0128  STATE/COUNTY-  ME/SOMERSET
 QH0128  USGS QUAD   -  STONY BROOK (1989)
 QH0128
 QH0128                         *CURRENT SURVEY CONTROL
 QH0128  ___________________________________________________________________
 QH0128* NAD 83(1996)-  45 43 10.69920(N)    070 24 03.50695(W)     ADJUSTED  
 QH0128* NAVD 88     -       769.     (meters)    2523.     (feet)  SCALED    
 QH0128  ___________________________________________________________________
 QH0128  LAPLACE CORR-           4.81  (seconds)                    DEFLEC99
 QH0128  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 QH0128
 QH0128  HORZ ORDER  -  THIRD
 QH0128
 QH0128.The horizontal coordinates were established by classical geodetic methods
 QH0128.and adjusted by the National Geodetic Survey in March 1998..
 QH0128.No horizontal observational check was made to the station.
 QH0128
 QH0128.The orthometric height was scaled from a topographic map.
 QH0128
 QH0128.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0128
 QH0128.The geoid height was determined by GEOID03.
 QH0128
 QH0128;                    North         East     Units Scale Factor Converg.
 QH0128;SPC ME W     -   320,735.476   881,758.927   MT  0.99997076   -0 10 03.9
 QH0128;UTM  19      - 5,063,852.584   390,972.997   MT  0.99974614   -1 00 11.2
 QH0128
 QH0128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0128!SPC ME W     -   0.99988351  x   0.99997076  =   0.99985427
 QH0128!UTM  19      -   0.99988351  x   0.99974614  =   0.99962968
 QH0128
 QH0128                          SUPERSEDED SURVEY CONTROL
 QH0128
 QH0128  NAD 83(1992)-  45 43 10.70629(N)    070 24 03.51672(W) AD(       ) 3
 QH0128  NAD 83(1986)-  45 43 10.70525(N)    070 24 03.52095(W) AD(       ) 3
 QH0128  NAD 27      -  45 43 10.53900(N)    070 24 05.26600(W) AD(       ) 3
 QH0128
 QH0128.Superseded values are not recommended for survey control.
 QH0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0128.See file dsdata.txt to determine how the superseded data were derived.
 QH0128
 QH0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL9097363853(NAD 83)
 QH0128_MARKER: Z = SEE DESCRIPTION
 QH0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0128_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0128+STABILITY: SURFACE MOTION
 QH0128
 QH0128  HISTORY     - Date     Condition        Report By
 QH0128  HISTORY     - 1845     MONUMENTED       IBC
 QH0128  HISTORY     - 1969     GOOD             IBC
 QH0128
 QH0128                          STATION DESCRIPTION
 QH0128
 QH0128'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0128'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0128'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0128'THE SURFACE OF THE BASE.
 QH0128
 QH0128                          STATION RECOVERY (1969)
 QH0128
 QH0128'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1969 (HGD)
 QH0128'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0130 ***********************************************************************
 QH0130  DESIGNATION -  MON 376 IBC
 QH0130  PID         -  QH0130
 QH0130  STATE/COUNTY-  ME/SOMERSET
 QH0130  USGS QUAD   -  STONY BROOK (1989)
 QH0130
 QH0130                         *CURRENT SURVEY CONTROL
 QH0130  ___________________________________________________________________
 QH0130* NAD 83(1996)-  45 43 00.54628(N)    070 24 27.40633(W)     ADJUSTED  
 QH0130* NAVD 88     -       682.     (meters)    2238.     (feet)  SCALED    
 QH0130  ___________________________________________________________________
 QH0130  LAPLACE CORR-           4.93  (seconds)                    DEFLEC99
 QH0130  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 QH0130
 QH0130  HORZ ORDER  -  THIRD
 QH0130
 QH0130.The horizontal coordinates were established by classical geodetic methods
 QH0130.and adjusted by the National Geodetic Survey in March 1998..
 QH0130.No horizontal observational check was made to the station.
 QH0130
 QH0130.The orthometric height was scaled from a topographic map.
 QH0130
 QH0130.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0130
 QH0130.The geoid height was determined by GEOID03.
 QH0130
 QH0130;                    North         East     Units Scale Factor Converg.
 QH0130;SPC ME W     -   320,423.562   881,241.153   MT  0.99997099   -0 10 21.0
 QH0130;UTM  19      - 5,063,548.319   390,450.848   MT  0.99974754   -1 00 28.1
 QH0130
 QH0130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0130!SPC ME W     -   0.99989714  x   0.99997099  =   0.99986814
 QH0130!UTM  19      -   0.99989714  x   0.99974754  =   0.99964471
 QH0130
 QH0130                          SUPERSEDED SURVEY CONTROL
 QH0130
 QH0130  NAD 83(1992)-  45 43 00.55370(N)    070 24 27.41589(W) AD(       ) 3
 QH0130  NAD 83(1986)-  45 43 00.55230(N)    070 24 27.41995(W) AD(       ) 3
 QH0130  NAD 27      -  45 43 00.38558(N)    070 24 29.16254(W) AD(       ) 3
 QH0130
 QH0130.Superseded values are not recommended for survey control.
 QH0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0130.See file dsdata.txt to determine how the superseded data were derived.
 QH0130
 QH0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL9045163548(NAD 83)
 QH0130_MARKER: Z = SEE DESCRIPTION
 QH0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0130_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0130+STABILITY: SURFACE MOTION
 QH0130
 QH0130  HISTORY     - Date     Condition        Report By
 QH0130  HISTORY     - 1845     MONUMENTED       IBC
 QH0130  HISTORY     - 1969     GOOD             IBC
 QH0130
 QH0130                          STATION DESCRIPTION
 QH0130
 QH0130'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0130'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0130'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0130'THE SURFACE OF THE BASE.
 QH0130
 QH0130                          STATION RECOVERY (1969)
 QH0130
 QH0130'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1969 (HGD)
 QH0130'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0132 ***********************************************************************
 QH0132  DESIGNATION -  MON 377 IBC
 QH0132  PID         -  QH0132
 QH0132  STATE/COUNTY-  ME/SOMERSET
 QH0132  USGS QUAD   -  STONY BROOK (1989)
 QH0132
 QH0132                         *CURRENT SURVEY CONTROL
 QH0132  ___________________________________________________________________
 QH0132* NAD 83(1996)-  45 42 59.42356(N)    070 24 46.94418(W)     ADJUSTED  
 QH0132* NAVD 88     -       662.     (meters)    2172.     (feet)  SCALED    
 QH0132  ___________________________________________________________________
 QH0132  LAPLACE CORR-           5.21  (seconds)                    DEFLEC99
 QH0132  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 QH0132
 QH0132  HORZ ORDER  -  THIRD
 QH0132
 QH0132.The horizontal coordinates were established by classical geodetic methods
 QH0132.and adjusted by the National Geodetic Survey in March 1998..
 QH0132.No horizontal observational check was made to the station.
 QH0132
 QH0132.The orthometric height was scaled from a topographic map.
 QH0132
 QH0132.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0132
 QH0132.The geoid height was determined by GEOID03.
 QH0132
 QH0132;                    North         East     Units Scale Factor Converg.
 QH0132;SPC ME W     -   320,390.186   880,818.513   MT  0.99997119   -0 10 35.0
 QH0132;UTM  19      - 5,063,521.115   390,027.861   MT  0.99974868   -1 00 42.1
 QH0132
 QH0132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0132!SPC ME W     -   0.99990028  x   0.99997119  =   0.99987147
 QH0132!UTM  19      -   0.99990028  x   0.99974868  =   0.99964899
 QH0132
 QH0132                          SUPERSEDED SURVEY CONTROL
 QH0132
 QH0132  NAD 83(1992)-  45 42 59.43113(N)    070 24 46.95345(W) AD(       ) 3
 QH0132  NAD 83(1986)-  45 42 59.42944(N)    070 24 46.95756(W) AD(       ) 3
 QH0132  NAD 27      -  45 42 59.26300(N)    070 24 48.69900(W) AD(       ) 3
 QH0132
 QH0132.Superseded values are not recommended for survey control.
 QH0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0132.See file dsdata.txt to determine how the superseded data were derived.
 QH0132
 QH0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL9002863521(NAD 83)
 QH0132_MARKER: Z = SEE DESCRIPTION
 QH0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0132_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0132+STABILITY: SURFACE MOTION
 QH0132
 QH0132  HISTORY     - Date     Condition        Report By
 QH0132  HISTORY     - 1845     MONUMENTED       IBC
 QH0132  HISTORY     - 1969     GOOD             IBC
 QH0132
 QH0132                          STATION DESCRIPTION
 QH0132
 QH0132'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0132'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0132'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0132'THE SURFACE OF THE BASE.
 QH0132
 QH0132                          STATION RECOVERY (1969)
 QH0132
 QH0132'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1969 (HGD)
 QH0132'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0134 ***********************************************************************
 QH0134  DESIGNATION -  MON 378 IBC
 QH0134  PID         -  QH0134
 QH0134  STATE/COUNTY-  ME/SOMERSET
 QH0134  USGS QUAD   -  STONY BROOK (1989)
 QH0134
 QH0134                         *CURRENT SURVEY CONTROL
 QH0134  ___________________________________________________________________
 QH0134* NAD 83(1996)-  45 42 54.78005(N)    070 24 49.75995(W)     ADJUSTED  
 QH0134* NAVD 88     -       686.     (meters)    2251.     (feet)  SCALED    
 QH0134  ___________________________________________________________________
 QH0134  LAPLACE CORR-           5.10  (seconds)                    DEFLEC99
 QH0134  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 QH0134
 QH0134  HORZ ORDER  -  THIRD
 QH0134
 QH0134.The horizontal coordinates were established by classical geodetic methods
 QH0134.and adjusted by the National Geodetic Survey in March 1998..
 QH0134.No horizontal observational check was made to the station.
 QH0134
 QH0134.The orthometric height was scaled from a topographic map.
 QH0134
 QH0134.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0134
 QH0134.The geoid height was determined by GEOID03.
 QH0134
 QH0134;                    North         East     Units Scale Factor Converg.
 QH0134;SPC ME W     -   320,247.016   880,757.175   MT  0.99997122   -0 10 37.0
 QH0134;UTM  19      - 5,063,378.886   389,964.457   MT  0.99974886   -1 00 44.0
 QH0134
 QH0134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0134!SPC ME W     -   0.99989652  x   0.99997122  =   0.99986774
 QH0134!UTM  19      -   0.99989652  x   0.99974886  =   0.99964541
 QH0134
 QH0134                          SUPERSEDED SURVEY CONTROL
 QH0134
 QH0134  NAD 83(1992)-  45 42 54.78766(N)    070 24 49.76930(W) AD(       ) 3
 QH0134  NAD 83(1986)-  45 42 54.78594(N)    070 24 49.77327(W) AD(       ) 3
 QH0134  NAD 27      -  45 42 54.61900(N)    070 24 51.51500(W) AD(       ) 3
 QH0134
 QH0134.Superseded values are not recommended for survey control.
 QH0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0134.See file dsdata.txt to determine how the superseded data were derived.
 QH0134
 QH0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL8996463379(NAD 83)
 QH0134_MARKER: Z = SEE DESCRIPTION
 QH0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0134_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0134+STABILITY: SURFACE MOTION
 QH0134
 QH0134  HISTORY     - Date     Condition        Report By
 QH0134  HISTORY     - 1845     MONUMENTED       IBC
 QH0134  HISTORY     - 1969     GOOD             IBC
 QH0134
 QH0134                          STATION DESCRIPTION
 QH0134
 QH0134'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0134'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0134'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0134'THE SURFACE OF THE BASE.
 QH0134
 QH0134                          STATION RECOVERY (1969)
 QH0134
 QH0134'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1969 (HGD)
 QH0134'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0137 ***********************************************************************
 QH0137  DESIGNATION -  MON 379 IBC
 QH0137  PID         -  QH0137
 QH0137  STATE/COUNTY-  ME/SOMERSET
 QH0137  USGS QUAD   -  STONY BROOK (1989)
 QH0137
 QH0137                         *CURRENT SURVEY CONTROL
 QH0137  ___________________________________________________________________
 QH0137* NAD 83(1996)-  45 42 33.06577(N)    070 25 44.88802(W)     ADJUSTED  
 QH0137* NAVD 88     -       732.     (meters)    2402.     (feet)  SCALED    
 QH0137  ___________________________________________________________________
 QH0137  LAPLACE CORR-           5.30  (seconds)                    DEFLEC99
 QH0137  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 QH0137
 QH0137  HORZ ORDER  -  THIRD
 QH0137
 QH0137.The horizontal coordinates were established by classical geodetic methods
 QH0137.and adjusted by the National Geodetic Survey in March 1998..
 QH0137.No horizontal observational check was made to the station.
 QH0137
 QH0137.The orthometric height was scaled from a topographic map.
 QH0137
 QH0137.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0137
 QH0137.The geoid height was determined by GEOID03.
 QH0137
 QH0137;                    North         East     Units Scale Factor Converg.
 QH0137;SPC ME W     -   319,580.432   879,562.723   MT  0.99997180   -0 11 16.4
 QH0137;UTM  19      - 5,062,729.928   388,760.681   MT  0.99975213   -1 01 23.1
 QH0137
 QH0137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0137!SPC ME W     -   0.99988931  x   0.99997180  =   0.99986112
 QH0137!UTM  19      -   0.99988931  x   0.99975213  =   0.99964147
 QH0137
 QH0137                          SUPERSEDED SURVEY CONTROL
 QH0137
 QH0137  NAD 83(1992)-  45 42 33.07350(N)    070 25 44.89632(W) AD(       ) 3
 QH0137  NAD 83(1986)-  45 42 33.07104(N)    070 25 44.89991(W) AD(       ) 3
 QH0137  NAD 27      -  45 42 32.90400(N)    070 25 46.63900(W) AD(       ) 3
 QH0137
 QH0137.Superseded values are not recommended for survey control.
 QH0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0137.See file dsdata.txt to determine how the superseded data were derived.
 QH0137
 QH0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL8876162730(NAD 83)
 QH0137_MARKER: Z = SEE DESCRIPTION
 QH0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0137_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0137+STABILITY: SURFACE MOTION
 QH0137
 QH0137  HISTORY     - Date     Condition        Report By
 QH0137  HISTORY     - 1845     MONUMENTED       IBC
 QH0137  HISTORY     - 1969     GOOD             IBC
 QH0137
 QH0137                          STATION DESCRIPTION
 QH0137
 QH0137'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0137'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0137'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0137'THE SURFACE OF THE BASE.
 QH0137
 QH0137                          STATION RECOVERY (1969)
 QH0137
 QH0137'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1969 (HGD)
 QH0137'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0135 ***********************************************************************
 QH0135  DESIGNATION -  MON 380 IBC
 QH0135  PID         -  QH0135
 QH0135  STATE/COUNTY-  ME/SOMERSET
 QH0135  USGS QUAD   -  STONY BROOK (1989)
 QH0135
 QH0135                         *CURRENT SURVEY CONTROL
 QH0135  ___________________________________________________________________
 QH0135* NAD 83(1996)-  45 42 26.02980(N)    070 25 32.50552(W)     ADJUSTED  
 QH0135* NAVD 88     -       789.     (meters)    2589.     (feet)  SCALED    
 QH0135  ___________________________________________________________________
 QH0135  LAPLACE CORR-           4.78  (seconds)                    DEFLEC99
 QH0135  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 QH0135
 QH0135  HORZ ORDER  -  THIRD
 QH0135
 QH0135.The horizontal coordinates were established by classical geodetic methods
 QH0135.and adjusted by the National Geodetic Survey in March 1998..
 QH0135.No horizontal observational check was made to the station.
 QH0135
 QH0135.The orthometric height was scaled from a topographic map.
 QH0135
 QH0135.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0135
 QH0135.The geoid height was determined by GEOID03.
 QH0135
 QH0135;                    North         East     Units Scale Factor Converg.
 QH0135;SPC ME W     -   319,362.340   879,829.845   MT  0.99997167   -0 11 07.5
 QH0135;UTM  19      - 5,062,508.014   389,024.537   MT  0.99975141   -1 01 14.1
 QH0135
 QH0135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0135!SPC ME W     -   0.99988038  x   0.99997167  =   0.99985205
 QH0135!UTM  19      -   0.99988038  x   0.99975141  =   0.99963182
 QH0135
 QH0135                          SUPERSEDED SURVEY CONTROL
 QH0135
 QH0135  NAD 83(1992)-  45 42 26.03770(N)    070 25 32.51395(W) AD(       ) 3
 QH0135  NAD 83(1986)-  45 42 26.03538(N)    070 25 32.51728(W) AD(       ) 3
 QH0135  NAD 27      -  45 42 25.86800(N)    070 25 34.25700(W) AD(       ) 3
 QH0135
 QH0135.Superseded values are not recommended for survey control.
 QH0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0135.See file dsdata.txt to determine how the superseded data were derived.
 QH0135
 QH0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL8902562508(NAD 83)
 QH0135_MARKER: Z = SEE DESCRIPTION
 QH0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0135_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0135+STABILITY: SURFACE MOTION
 QH0135
 QH0135  HISTORY     - Date     Condition        Report By
 QH0135  HISTORY     - 1845     MONUMENTED       IBC
 QH0135  HISTORY     - 1969     GOOD             IBC
 QH0135
 QH0135                          STATION DESCRIPTION
 QH0135
 QH0135'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0135'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0135'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0135'THE SURFACE OF THE BASE.
 QH0135
 QH0135                          STATION RECOVERY (1969)
 QH0135
 QH0135'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1969 (HGD)
 QH0135'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0140 ***********************************************************************
 QH0140  DESIGNATION -  MON 381 IBC
 QH0140  PID         -  QH0140
 QH0140  STATE/COUNTY-  ME/SOMERSET
 QH0140  USGS QUAD   -  STONY BROOK (1989)
 QH0140
 QH0140                         *CURRENT SURVEY CONTROL
 QH0140  ___________________________________________________________________
 QH0140* NAD 83(1996)-  45 42 18.70879(N)    070 26 27.11997(W)     ADJUSTED  
 QH0140* NAVD 88     -       814.     (meters)    2671.     (feet)  SCALED    
 QH0140  ___________________________________________________________________
 QH0140  LAPLACE CORR-           5.37  (seconds)                    DEFLEC99
 QH0140  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 QH0140
 QH0140  HORZ ORDER  -  THIRD
 QH0140
 QH0140.The horizontal coordinates were established by classical geodetic methods
 QH0140.and adjusted by the National Geodetic Survey in March 1998..
 QH0140.No horizontal observational check was made to the station.
 QH0140
 QH0140.The orthometric height was scaled from a topographic map.
 QH0140
 QH0140.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0140
 QH0140.The geoid height was determined by GEOID03.
 QH0140
 QH0140;                    North         East     Units Scale Factor Converg.
 QH0140;SPC ME W     -   319,140.255   878,647.757   MT  0.99997227   -0 11 46.5
 QH0140;UTM  19      - 5,062,303.228   387,839.597   MT  0.99975466   -1 01 53.1
 QH0140
 QH0140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0140!SPC ME W     -   0.99987646  x   0.99997227  =   0.99984874
 QH0140!UTM  19      -   0.99987646  x   0.99975466  =   0.99963115
 QH0140
 QH0140                          SUPERSEDED SURVEY CONTROL
 QH0140
 QH0140  NAD 83(1992)-  45 42 18.71650(N)    070 26 27.12743(W) AD(       ) 3
 QH0140  NAD 83(1986)-  45 42 18.71352(N)    070 26 27.13076(W) AD(       ) 3
 QH0140  NAD 27      -  45 42 18.54700(N)    070 26 28.86800(W) AD(       ) 3
 QH0140
 QH0140.Superseded values are not recommended for survey control.
 QH0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0140.See file dsdata.txt to determine how the superseded data were derived.
 QH0140
 QH0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL8784062303(NAD 83)
 QH0140_MARKER: Z = SEE DESCRIPTION
 QH0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0140_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0140+STABILITY: SURFACE MOTION
 QH0140
 QH0140  HISTORY     - Date     Condition        Report By
 QH0140  HISTORY     - 1845     MONUMENTED       IBC
 QH0140  HISTORY     - 1969     GOOD             IBC
 QH0140
 QH0140                          STATION DESCRIPTION
 QH0140
 QH0140'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0140'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0140'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0140'THE SURFACE OF THE BASE.
 QH0140
 QH0140                          STATION RECOVERY (1969)
 QH0140
 QH0140'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1969 (HGD)
 QH0140'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0142 ***********************************************************************
 QH0142  DESIGNATION -  MON 382 IBC
 QH0142  PID         -  QH0142
 QH0142  STATE/COUNTY-  ME/SOMERSET
 QH0142  USGS QUAD   -  STONY BROOK (1989)
 QH0142
 QH0142                         *CURRENT SURVEY CONTROL
 QH0142  ___________________________________________________________________
 QH0142* NAD 83(1996)-  45 42 23.07401(N)    070 27 14.95461(W)     ADJUSTED  
 QH0142* NAVD 88     -       629.     (meters)    2064.     (feet)  SCALED    
 QH0142  ___________________________________________________________________
 QH0142  LAPLACE CORR-           5.90  (seconds)                    DEFLEC99
 QH0142  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 QH0142
 QH0142  HORZ ORDER  -  THIRD
 QH0142
 QH0142.The horizontal coordinates were established by classical geodetic methods
 QH0142.and adjusted by the National Geodetic Survey in March 1998..
 QH0142.No horizontal observational check was made to the station.
 QH0142
 QH0142.The orthometric height was scaled from a topographic map.
 QH0142
 QH0142.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0142
 QH0142.The geoid height was determined by GEOID03.
 QH0142
 QH0142;                    North         East     Units Scale Factor Converg.
 QH0142;SPC ME W     -   319,278.651   877,613.537   MT  0.99997283   -0 12 20.8
 QH0142;UTM  19      - 5,062,456.651   386,807.728   MT  0.99975752   -1 02 27.4
 QH0142
 QH0142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0142!SPC ME W     -   0.99990546  x   0.99997283  =   0.99987830
 QH0142!UTM  19      -   0.99990546  x   0.99975752  =   0.99966301
 QH0142
 QH0142                          SUPERSEDED SURVEY CONTROL
 QH0142
 QH0142  NAD 83(1992)-  45 42 23.08124(N)    070 27 14.96139(W) AD(       ) 3
 QH0142  NAD 83(1986)-  45 42 23.07777(N)    070 27 14.96504(W) AD(       ) 3
 QH0142  NAD 27      -  45 42 22.91100(N)    070 27 16.70000(W) AD(       ) 3
 QH0142
 QH0142.Superseded values are not recommended for survey control.
 QH0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0142.See file dsdata.txt to determine how the superseded data were derived.
 QH0142
 QH0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL8680862457(NAD 83)
 QH0142_MARKER: Z = SEE DESCRIPTION
 QH0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0142_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0142+STABILITY: SURFACE MOTION
 QH0142
 QH0142  HISTORY     - Date     Condition        Report By
 QH0142  HISTORY     - 1845     MONUMENTED       IBC
 QH0142  HISTORY     - 1969     GOOD             IBC
 QH0142
 QH0142                          STATION DESCRIPTION
 QH0142
 QH0142'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0142'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0142'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0142'THE SURFACE OF THE BASE.
 QH0142
 QH0142                          STATION RECOVERY (1969)
 QH0142
 QH0142'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1969 (HGD)
 QH0142'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0143 ***********************************************************************
 QH0143  DESIGNATION -  MON 383 IBC
 QH0143  PID         -  QH0143
 QH0143  STATE/COUNTY-  ME/SOMERSET
 QH0143  USGS QUAD   -  STONY BROOK (1989)
 QH0143
 QH0143                         *CURRENT SURVEY CONTROL
 QH0143  ___________________________________________________________________
 QH0143* NAD 83(1996)-  45 42 23.41733(N)    070 27 55.93137(W)     ADJUSTED  
 QH0143* NAVD 88     -       747.     (meters)    2451.     (feet)  SCALED    
 QH0143  ___________________________________________________________________
 QH0143  LAPLACE CORR-           5.83  (seconds)                    DEFLEC99
 QH0143  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 QH0143
 QH0143  HORZ ORDER  -  THIRD
 QH0143
 QH0143.The horizontal coordinates were established by classical geodetic methods
 QH0143.and adjusted by the National Geodetic Survey in March 1998..
 QH0143.No horizontal observational check was made to the station.
 QH0143
 QH0143.The orthometric height was scaled from a topographic map.
 QH0143
 QH0143.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0143
 QH0143.The geoid height was determined by GEOID03.
 QH0143
 QH0143;                    North         East     Units Scale Factor Converg.
 QH0143;SPC ME W     -   319,292.497   876,727.234   MT  0.99997332   -0 12 50.1
 QH0143;UTM  19      - 5,062,483.408   385,921.910   MT  0.99975999   -1 02 56.8
 QH0143
 QH0143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0143!SPC ME W     -   0.99988697  x   0.99997332  =   0.99986029
 QH0143!UTM  19      -   0.99988697  x   0.99975999  =   0.99964699
 QH0143
 QH0143                          SUPERSEDED SURVEY CONTROL
 QH0143
 QH0143  NAD 83(1992)-  45 42 23.42414(N)    070 27 55.93750(W) AD(       ) 3
 QH0143  NAD 83(1986)-  45 42 23.42023(N)    070 27 55.94118(W) AD(       ) 3
 QH0143  NAD 27      -  45 42 23.25389(N)    070 27 57.67377(W) AD(       ) 3
 QH0143
 QH0143.Superseded values are not recommended for survey control.
 QH0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0143.See file dsdata.txt to determine how the superseded data were derived.
 QH0143
 QH0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL8592262483(NAD 83)
 QH0143_MARKER: Z = SEE DESCRIPTION
 QH0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0143_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0143+STABILITY: SURFACE MOTION
 QH0143
 QH0143  HISTORY     - Date     Condition        Report By
 QH0143  HISTORY     - 1845     MONUMENTED       IBC
 QH0143  HISTORY     - 1969     GOOD             IBC
 QH0143
 QH0143                          STATION DESCRIPTION
 QH0143
 QH0143'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0143'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0143'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0143'THE SURFACE OF THE BASE.
 QH0143
 QH0143                          STATION RECOVERY (1969)
 QH0143
 QH0143'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1969 (HGD)
 QH0143'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0147 ***********************************************************************
 QH0147  DESIGNATION -  MON 384 IBC
 QH0147  PID         -  QH0147
 QH0147  STATE/COUNTY-  ME/SOMERSET
 QH0147  USGS QUAD   -  STONY BROOK (1989)
 QH0147
 QH0147                         *CURRENT SURVEY CONTROL
 QH0147  ___________________________________________________________________
 QH0147* NAD 83(1996)-  45 41 19.56088(N)    070 29 38.48800(W)     ADJUSTED  
 QH0147* NAVD 88     -       763.     (meters)    2503.     (feet)  SCALED    
 QH0147  ___________________________________________________________________
 QH0147  LAPLACE CORR-           4.49  (seconds)                    DEFLEC99
 QH0147  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 QH0147
 QH0147  HORZ ORDER  -  THIRD
 QH0147
 QH0147.The horizontal coordinates were established by classical geodetic methods
 QH0147.and adjusted by the National Geodetic Survey in March 1998..
 QH0147.No horizontal observational check was made to the station.
 QH0147
 QH0147.The orthometric height was scaled from a topographic map.
 QH0147
 QH0147.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0147
 QH0147.The geoid height was determined by GEOID03.
 QH0147
 QH0147;                    North         East     Units Scale Factor Converg.
 QH0147;SPC ME W     -   317,329.754   874,500.838   MT  0.99997466   -0 14 03.3
 QH0147;UTM  19      - 5,060,553.728   383,667.622   MT  0.99976638   -1 04 09.0
 QH0147
 QH0147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0147!SPC ME W     -   0.99988447  x   0.99997466  =   0.99985913
 QH0147!UTM  19      -   0.99988447  x   0.99976638  =   0.99965087
 QH0147
 QH0147                          SUPERSEDED SURVEY CONTROL
 QH0147
 QH0147  NAD 83(1992)-  45 41 19.56734(N)    070 29 38.49086(W) AD(       ) 3
 QH0147  NAD 83(1986)-  45 41 19.56250(N)    070 29 38.49363(W) AD(       ) 3
 QH0147  NAD 27      -  45 41 19.39800(N)    070 29 40.22300(W) AD(       ) 3
 QH0147
 QH0147.Superseded values are not recommended for survey control.
 QH0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0147.See file dsdata.txt to determine how the superseded data were derived.
 QH0147
 QH0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL8366860554(NAD 83)
 QH0147_MARKER: Z = SEE DESCRIPTION
 QH0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0147_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0147+STABILITY: SURFACE MOTION
 QH0147
 QH0147  HISTORY     - Date     Condition        Report By
 QH0147  HISTORY     - 1845     MONUMENTED       IBC
 QH0147  HISTORY     - 1967     GOOD             IBC
 QH0147
 QH0147                          STATION DESCRIPTION
 QH0147
 QH0147'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0147'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0147'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0147'THE SURFACE OF THE BASE.
 QH0147
 QH0147                          STATION RECOVERY (1967)
 QH0147
 QH0147'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1967 (HGD)
 QH0147'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0148 ***********************************************************************
 QH0148  DESIGNATION -  MON 385 IBC
 QH0148  PID         -  QH0148
 QH0148  STATE/COUNTY-  ME/SOMERSET
 QH0148  USGS QUAD   -  STONY BROOK (1989)
 QH0148
 QH0148                         *CURRENT SURVEY CONTROL
 QH0148  ___________________________________________________________________
 QH0148* NAD 83(1996)-  45 41 08.82527(N)    070 29 47.61434(W)     ADJUSTED  
 QH0148* NAVD 88     -       695.     (meters)    2280.     (feet)  SCALED    
 QH0148  ___________________________________________________________________
 QH0148  LAPLACE CORR-           4.44  (seconds)                    DEFLEC99
 QH0148  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 QH0148
 QH0148  HORZ ORDER  -  THIRD
 QH0148
 QH0148.The horizontal coordinates were established by classical geodetic methods
 QH0148.and adjusted by the National Geodetic Survey in March 1998..
 QH0148.No horizontal observational check was made to the station.
 QH0148
 QH0148.The orthometric height was scaled from a topographic map.
 QH0148
 QH0148.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0148
 QH0148.The geoid height was determined by GEOID03.
 QH0148
 QH0148;                    North         East     Units Scale Factor Converg.
 QH0148;SPC ME W     -   316,999.128   874,302.005   MT  0.99997478   -0 14 09.8
 QH0148;UTM  19      - 5,060,226.102   383,464.034   MT  0.99976696   -1 04 15.4
 QH0148
 QH0148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0148!SPC ME W     -   0.99989512  x   0.99997478  =   0.99986991
 QH0148!UTM  19      -   0.99989512  x   0.99976696  =   0.99966211
 QH0148
 QH0148                          SUPERSEDED SURVEY CONTROL
 QH0148
 QH0148  NAD 83(1992)-  45 41 08.83176(N)    070 29 47.61673(W) AD(       ) 3
 QH0148  NAD 83(1986)-  45 41 08.82681(N)    070 29 47.61949(W) AD(       ) 3
 QH0148  NAD 27      -  45 41 08.66200(N)    070 29 49.34900(W) AD(       ) 3
 QH0148
 QH0148.Superseded values are not recommended for survey control.
 QH0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0148.See file dsdata.txt to determine how the superseded data were derived.
 QH0148
 QH0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL8346460226(NAD 83)
 QH0148_MARKER: Z = SEE DESCRIPTION
 QH0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0148_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0148+STABILITY: SURFACE MOTION
 QH0148
 QH0148  HISTORY     - Date     Condition        Report By
 QH0148  HISTORY     - 1845     MONUMENTED       IBC
 QH0148  HISTORY     - 1967     GOOD             IBC
 QH0148
 QH0148                          STATION DESCRIPTION
 QH0148
 QH0148'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0148'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0148'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0148'THE SURFACE OF THE BASE.
 QH0148
 QH0148                          STATION RECOVERY (1967)
 QH0148
 QH0148'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1967 (HGD)
 QH0148'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0420 ***********************************************************************
 QH0420  DESIGNATION -  MON 386 IBC
 QH0420  PID         -  QH0420
 QH0420  STATE/COUNTY-  ME/SOMERSET
 QH0420  USGS QUAD   -  SKINNER NE (1970)
 QH0420
 QH0420                         *CURRENT SURVEY CONTROL
 QH0420  ___________________________________________________________________
 QH0420* NAD 83(1996)-  45 40 23.53176(N)    070 31 04.49200(W)     ADJUSTED  
 QH0420* NAVD 88     -       673.     (meters)    2208.     (feet)  SCALED    
 QH0420  ___________________________________________________________________
 QH0420  LAPLACE CORR-           4.84  (seconds)                    DEFLEC99
 QH0420  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 QH0420
 QH0420  HORZ ORDER  -  THIRD
 QH0420
 QH0420.The horizontal coordinates were established by classical geodetic methods
 QH0420.and adjusted by the National Geodetic Survey in March 1998..
 QH0420.No horizontal observational check was made to the station.
 QH0420
 QH0420.The orthometric height was scaled from a topographic map.
 QH0420
 QH0420.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0420
 QH0420.The geoid height was determined by GEOID03.
 QH0420
 QH0420;                    North         East     Units Scale Factor Converg.
 QH0420;SPC ME W     -   315,607.876   872,632.368   MT  0.99997587   -0 15 04.6
 QH0420;UTM  19      - 5,058,859.605   381,774.652   MT  0.99977184   -1 05 09.6
 QH0420
 QH0420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0420!SPC ME W     -   0.99989857  x   0.99997587  =   0.99987445
 QH0420!UTM  19      -   0.99989857  x   0.99977184  =   0.99967044
 QH0420
 QH0420                          SUPERSEDED SURVEY CONTROL
 QH0420
 QH0420  NAD 83(1992)-  45 40 23.53718(N)    070 31 04.49305(W) AD(       ) 3
 QH0420  NAD 83(1992)-  45 40 23.53780(N)    070 31 04.49174(W) AD(       ) 3
 QH0420  NAD 83(1986)-  45 40 23.53243(N)    070 31 04.49438(W) AD(       ) 3
 QH0420  NAD 27      -  45 40 23.37000(N)    070 31 06.22300(W) AD(       ) 3
 QH0420
 QH0420.Superseded values are not recommended for survey control.
 QH0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0420.See file dsdata.txt to determine how the superseded data were derived.
 QH0420
 QH0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL8177558860(NAD 83)
 QH0420_MARKER: Z = SEE DESCRIPTION
 QH0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0420_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0420+STABILITY: SURFACE MOTION
 QH0420
 QH0420  HISTORY     - Date     Condition        Report By
 QH0420  HISTORY     - 1845     MONUMENTED       IBC
 QH0420  HISTORY     - 1967     GOOD             IBC
 QH0420
 QH0420                          STATION DESCRIPTION
 QH0420
 QH0420'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0420'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0420'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0420'THE SURFACE OF THE BASE.
 QH0420
 QH0420                          STATION RECOVERY (1967)
 QH0420
 QH0420'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1967 (HGD)
 QH0420'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0422 ***********************************************************************
 QH0422  DESIGNATION -  MON 387 IBC
 QH0422  PID         -  QH0422
 QH0422  STATE/COUNTY-  ME/SOMERSET
 QH0422  USGS QUAD   -  SKINNER NE (1970)
 QH0422
 QH0422                         *CURRENT SURVEY CONTROL
 QH0422  ___________________________________________________________________
 QH0422* NAD 83(1996)-  45 40 13.51834(N)    070 31 09.72343(W)     ADJUSTED  
 QH0422* NAVD 88     -       655.     (meters)    2149.     (feet)  SCALED    
 QH0422  ___________________________________________________________________
 QH0422  LAPLACE CORR-           4.70  (seconds)                    DEFLEC99
 QH0422  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 QH0422
 QH0422  HORZ ORDER  -  THIRD
 QH0422
 QH0422.The horizontal coordinates were established by classical geodetic methods
 QH0422.and adjusted by the National Geodetic Survey in March 1998..
 QH0422.No horizontal observational check was made to the station.
 QH0422
 QH0422.The orthometric height was scaled from a topographic map.
 QH0422
 QH0422.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0422
 QH0422.The geoid height was determined by GEOID03.
 QH0422
 QH0422;                    North         East     Units Scale Factor Converg.
 QH0422;SPC ME W     -   315,299.233   872,517.782   MT  0.99997595   -0 15 08.3
 QH0422;UTM  19      - 5,058,552.727   381,655.606   MT  0.99977219   -1 05 13.1
 QH0422
 QH0422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0422!SPC ME W     -   0.99990139  x   0.99997595  =   0.99987735
 QH0422!UTM  19      -   0.99990139  x   0.99977219  =   0.99967361
 QH0422
 QH0422                          SUPERSEDED SURVEY CONTROL
 QH0422
 QH0422  NAD 83(1992)-  45 40 13.52368(N)    070 31 09.72420(W) AD(       ) 3
 QH0422  NAD 83(1992)-  45 40 13.52445(N)    070 31 09.72276(W) AD(       ) 3
 QH0422  NAD 83(1986)-  45 40 13.51901(N)    070 31 09.72542(W) AD(       ) 3
 QH0422  NAD 27      -  45 40 13.35600(N)    070 31 11.45500(W) AD(       ) 3
 QH0422
 QH0422.Superseded values are not recommended for survey control.
 QH0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0422.See file dsdata.txt to determine how the superseded data were derived.
 QH0422
 QH0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL8165658553(NAD 83)
 QH0422_MARKER: Z = SEE DESCRIPTION
 QH0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0422_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0422+STABILITY: SURFACE MOTION
 QH0422
 QH0422  HISTORY     - Date     Condition        Report By
 QH0422  HISTORY     - 1845     MONUMENTED       IBC
 QH0422  HISTORY     - 1967     GOOD             IBC
 QH0422
 QH0422                          STATION DESCRIPTION
 QH0422
 QH0422'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0422'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0422'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0422'THE SURFACE OF THE BASE.
 QH0422
 QH0422                          STATION RECOVERY (1967)
 QH0422
 QH0422'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1967 (HGD)
 QH0422'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0426 ***********************************************************************
 QH0426  DESIGNATION -  MON 388 IBC
 QH0426  PID         -  QH0426
 QH0426  STATE/COUNTY-  ME/SOMERSET
 QH0426  USGS QUAD   -  SKINNER NE (1970)
 QH0426
 QH0426                         *CURRENT SURVEY CONTROL
 QH0426  ___________________________________________________________________
 QH0426* NAD 83(1996)-  45 40 09.08515(N)    070 32 13.86584(W)     ADJUSTED  
 QH0426* NAVD 88     -       577.     (meters)    1893.     (feet)  SCALED    
 QH0426  ___________________________________________________________________
 QH0426  LAPLACE CORR-           4.67  (seconds)                    DEFLEC99
 QH0426  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 QH0426
 QH0426  HORZ ORDER  -  THIRD
 QH0426
 QH0426.The horizontal coordinates were established by classical geodetic methods
 QH0426.and adjusted by the National Geodetic Survey in March 1998..
 QH0426.No horizontal observational check was made to the station.
 QH0426
 QH0426.The orthometric height was scaled from a topographic map.
 QH0426
 QH0426.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0426
 QH0426.The geoid height was determined by GEOID03.
 QH0426
 QH0426;                    North         East     Units Scale Factor Converg.
 QH0426;SPC ME W     -   315,168.637   871,128.834   MT  0.99997691   -0 15 54.1
 QH0426;UTM  19      - 5,058,442.401   380,265.185   MT  0.99977626   -1 05 58.9
 QH0426
 QH0426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0426!SPC ME W     -   0.99991363  x   0.99997691  =   0.99989054
 QH0426!UTM  19      -   0.99991363  x   0.99977626  =   0.99968990
 QH0426
 QH0426                          SUPERSEDED SURVEY CONTROL
 QH0426
 QH0426  NAD 83(1992)-  45 40 09.08973(N)    070 32 13.86650(W) AD(       ) 3
 QH0426  NAD 83(1992)-  45 40 09.09032(N)    070 32 13.86402(W) AD(       ) 3
 QH0426  NAD 83(1986)-  45 40 09.08488(N)    070 32 13.86688(W) AD(       ) 3
 QH0426  NAD 27      -  45 40 08.92400(N)    070 32 15.59400(W) AD(       ) 3
 QH0426
 QH0426.Superseded values are not recommended for survey control.
 QH0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0426.See file dsdata.txt to determine how the superseded data were derived.
 QH0426
 QH0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL8026558442(NAD 83)
 QH0426_MARKER: Z = SEE DESCRIPTION
 QH0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0426_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0426+STABILITY: SURFACE MOTION
 QH0426
 QH0426  HISTORY     - Date     Condition        Report By
 QH0426  HISTORY     - 1845     MONUMENTED       IBC
 QH0426  HISTORY     - 1967     GOOD             IBC
 QH0426
 QH0426                          STATION DESCRIPTION
 QH0426
 QH0426'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0426'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0426'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0426'THE SURFACE OF THE BASE.
 QH0426
 QH0426                          STATION RECOVERY (1967)
 QH0426
 QH0426'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1967 (HGD)
 QH0426'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0428 ***********************************************************************
 QH0428  DESIGNATION -  MON 389 IBC
 QH0428  PID         -  QH0428
 QH0428  STATE/COUNTY-  ME/SOMERSET
 QH0428  USGS QUAD   -  SKINNER NE (1970)
 QH0428
 QH0428                         *CURRENT SURVEY CONTROL
 QH0428  ___________________________________________________________________
 QH0428* NAD 83(1996)-  45 39 57.91480(N)    070 32 49.84648(W)     ADJUSTED  
 QH0428* NAVD 88     -       646.     (meters)    2119.     (feet)  SCALED    
 QH0428  ___________________________________________________________________
 QH0428  LAPLACE CORR-           4.48  (seconds)                    DEFLEC99
 QH0428  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 QH0428
 QH0428  HORZ ORDER  -  THIRD
 QH0428
 QH0428.The horizontal coordinates were established by classical geodetic methods
 QH0428.and adjusted by the National Geodetic Survey in March 1998..
 QH0428.No horizontal observational check was made to the station.
 QH0428
 QH0428.The orthometric height was scaled from a topographic map.
 QH0428
 QH0428.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0428
 QH0428.The geoid height was determined by GEOID03.
 QH0428
 QH0428;                    North         East     Units Scale Factor Converg.
 QH0428;SPC ME W     -   314,827.432   870,348.405   MT  0.99997747   -0 16 19.8
 QH0428;UTM  19      - 5,058,112.665   379,480.025   MT  0.99977858   -1 06 24.5
 QH0428
 QH0428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0428!SPC ME W     -   0.99990281  x   0.99997747  =   0.99988028
 QH0428!UTM  19      -   0.99990281  x   0.99977858  =   0.99968141
 QH0428
 QH0428                          SUPERSEDED SURVEY CONTROL
 QH0428
 QH0428  NAD 83(1992)-  45 39 57.91897(N)    070 32 49.84688(W) AD(       ) 3
 QH0428  NAD 83(1992)-  45 39 57.91957(N)    070 32 49.84373(W) AD(       ) 3
 QH0428  NAD 83(1986)-  45 39 57.91415(N)    070 32 49.84669(W) AD(       ) 3
 QH0428  NAD 27      -  45 39 57.75400(N)    070 32 51.57300(W) AD(       ) 3
 QH0428
 QH0428.Superseded values are not recommended for survey control.
 QH0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0428.See file dsdata.txt to determine how the superseded data were derived.
 QH0428
 QH0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL7948058113(NAD 83)
 QH0428_MARKER: Z = SEE DESCRIPTION
 QH0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0428_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0428+STABILITY: SURFACE MOTION
 QH0428
 QH0428  HISTORY     - Date     Condition        Report By
 QH0428  HISTORY     - 1845     MONUMENTED       IBC
 QH0428  HISTORY     - 1967     GOOD             IBC
 QH0428
 QH0428                          STATION DESCRIPTION
 QH0428
 QH0428'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0428'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0428'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0428'THE SURFACE OF THE BASE.
 QH0428
 QH0428                          STATION RECOVERY (1967)
 QH0428
 QH0428'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1967 (HGD)
 QH0428'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0431 ***********************************************************************
 QH0431  DESIGNATION -  MON 390 IBC
 QH0431  PID         -  QH0431
 QH0431  STATE/COUNTY-  ME/FRANKLIN
 QH0431  USGS QUAD   -  SKINNER NE (1970)
 QH0431
 QH0431                         *CURRENT SURVEY CONTROL
 QH0431  ___________________________________________________________________
 QH0431* NAD 83(1996)-  45 39 50.88210(N)    070 33 36.90303(W)     ADJUSTED  
 QH0431* NAVD 88     -       694.     (meters)    2277.     (feet)  SCALED    
 QH0431  ___________________________________________________________________
 QH0431  LAPLACE CORR-           5.28  (seconds)                    DEFLEC99
 QH0431  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 QH0431
 QH0431  HORZ ORDER  -  THIRD
 QH0431
 QH0431.The horizontal coordinates were established by classical geodetic methods
 QH0431.and adjusted by the National Geodetic Survey in March 1998..
 QH0431.No horizontal observational check was made to the station.
 QH0431
 QH0431.The orthometric height was scaled from a topographic map.
 QH0431
 QH0431.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0431
 QH0431.The geoid height was determined by GEOID03.
 QH0431
 QH0431;                    North         East     Units Scale Factor Converg.
 QH0431;SPC ME W     -   314,615.236   869,328.756   MT  0.99997823   -0 16 53.5
 QH0431;UTM  19      - 5,057,915.384   378,457.595   MT  0.99978162   -1 06 58.0
 QH0431
 QH0431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0431!SPC ME W     -   0.99989529  x   0.99997823  =   0.99987352
 QH0431!UTM  19      -   0.99989529  x   0.99978162  =   0.99967693
 QH0431
 QH0431                          SUPERSEDED SURVEY CONTROL
 QH0431
 QH0431  NAD 83(1992)-  45 39 50.88577(N)    070 33 36.90327(W) AD(       ) 3
 QH0431  NAD 83(1992)-  45 39 50.88629(N)    070 33 36.89930(W) AD(       ) 3
 QH0431  NAD 83(1986)-  45 39 50.88097(N)    070 33 36.90232(W) AD(       ) 3
 QH0431  NAD 27      -  45 39 50.72300(N)    070 33 38.62700(W) AD(       ) 3
 QH0431
 QH0431.Superseded values are not recommended for survey control.
 QH0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0431.See file dsdata.txt to determine how the superseded data were derived.
 QH0431
 QH0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL7845857915(NAD 83)
 QH0431_MARKER: Z = SEE DESCRIPTION
 QH0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0431_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0431+STABILITY: SURFACE MOTION
 QH0431
 QH0431  HISTORY     - Date     Condition        Report By
 QH0431  HISTORY     - 1845     MONUMENTED       IBC
 QH0431  HISTORY     - 1967     GOOD             IBC
 QH0431
 QH0431                          STATION DESCRIPTION
 QH0431
 QH0431'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0431'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0431'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0431'THE SURFACE OF THE BASE.
 QH0431
 QH0431                          STATION RECOVERY (1967)
 QH0431
 QH0431'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1967 (HGD)
 QH0431'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0432 ***********************************************************************
 QH0432  DESIGNATION -  MON 391 IBC
 QH0432  PID         -  QH0432
 QH0432  STATE/COUNTY-  ME/FRANKLIN
 QH0432  USGS QUAD   -  SKINNER NE (1970)
 QH0432
 QH0432                         *CURRENT SURVEY CONTROL
 QH0432  ___________________________________________________________________
 QH0432* NAD 83(1996)-  45 39 12.41421(N)    070 34 02.81284(W)     ADJUSTED  
 QH0432* NAVD 88     -       560.     (meters)    1837.     (feet)  SCALED    
 QH0432  ___________________________________________________________________
 QH0432  LAPLACE CORR-           5.64  (seconds)                    DEFLEC99
 QH0432  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 QH0432
 QH0432  HORZ ORDER  -  THIRD
 QH0432
 QH0432.The horizontal coordinates were established by classical geodetic methods
 QH0432.and adjusted by the National Geodetic Survey in March 1998..
 QH0432.No horizontal observational check was made to the station.
 QH0432
 QH0432.The orthometric height was scaled from a topographic map.
 QH0432
 QH0432.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0432
 QH0432.The geoid height was determined by GEOID03.
 QH0432
 QH0432;                    North         East     Units Scale Factor Converg.
 QH0432;SPC ME W     -   313,430.419   868,761.953   MT  0.99997866   -0 17 11.8
 QH0432;UTM  19      - 5,056,739.178   377,873.711   MT  0.99978337   -1 07 15.8
 QH0432
 QH0432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0432!SPC ME W     -   0.99991629  x   0.99997866  =   0.99989496
 QH0432!UTM  19      -   0.99991629  x   0.99978337  =   0.99969968
 QH0432
 QH0432                          SUPERSEDED SURVEY CONTROL
 QH0432
 QH0432  NAD 83(1992)-  45 39 12.41764(N)    070 34 02.81234(W) AD(       ) 3
 QH0432  NAD 83(1992)-  45 39 12.41873(N)    070 34 02.80773(W) AD(       ) 3
 QH0432  NAD 83(1986)-  45 39 12.41333(N)    070 34 02.81155(W) AD(       ) 3
 QH0432  NAD 27      -  45 39 12.25600(N)    070 34 04.53700(W) AD(       ) 3
 QH0432
 QH0432.Superseded values are not recommended for survey control.
 QH0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0432.See file dsdata.txt to determine how the superseded data were derived.
 QH0432
 QH0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL7787456739(NAD 83)
 QH0432_MARKER: Z = SEE DESCRIPTION
 QH0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0432_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0432+STABILITY: SURFACE MOTION
 QH0432
 QH0432  HISTORY     - Date     Condition        Report By
 QH0432  HISTORY     - 1845     MONUMENTED       IBC
 QH0432  HISTORY     - 1968     SEE DESCRIPTION  IBC
 QH0432
 QH0432                          STATION DESCRIPTION
 QH0432
 QH0432'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0432'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0432'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0432'THE SURFACE OF THE BASE.
 QH0432
 QH0432                          STATION RECOVERY (1968)
 QH0432
 QH0432'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1968 (VJV)
 QH0432'IRON SHAFT MONUMENT WITH NEW CONCRETE TOP ON BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0434 ***********************************************************************
 QH0434  DESIGNATION -  MON 392 IBC
 QH0434  PID         -  QH0434
 QH0434  STATE/COUNTY-  ME/FRANKLIN
 QH0434  USGS QUAD   -  SKINNER NE (1970)
 QH0434
 QH0434                         *CURRENT SURVEY CONTROL
 QH0434  ___________________________________________________________________
 QH0434* NAD 83(1996)-  45 38 55.95507(N)    070 34 22.26926(W)     ADJUSTED  
 QH0434* NAVD 88     -       600.     (meters)    1968.     (feet)  SCALED    
 QH0434  ___________________________________________________________________
 QH0434  LAPLACE CORR-           5.76  (seconds)                    DEFLEC99
 QH0434  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 QH0434
 QH0434  HORZ ORDER  -  THIRD
 QH0434
 QH0434.The horizontal coordinates were established by classical geodetic methods
 QH0434.and adjusted by the National Geodetic Survey in March 1998..
 QH0434.No horizontal observational check was made to the station.
 QH0434
 QH0434.The orthometric height was scaled from a topographic map.
 QH0434
 QH0434.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0434
 QH0434.The geoid height was determined by GEOID03.
 QH0434
 QH0434;                    North         East     Units Scale Factor Converg.
 QH0434;SPC ME W     -   312,924.406   868,338.130   MT  0.99997899   -0 17 25.6
 QH0434;UTM  19      - 5,056,239.489   377,442.648   MT  0.99978467   -1 07 29.4
 QH0434
 QH0434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0434!SPC ME W     -   0.99991002  x   0.99997899  =   0.99988902
 QH0434!UTM  19      -   0.99991002  x   0.99978467  =   0.99969471
 QH0434
 QH0434                          SUPERSEDED SURVEY CONTROL
 QH0434
 QH0434  NAD 83(1992)-  45 38 55.95835(N)    070 34 22.26849(W) AD(       ) 3
 QH0434  NAD 83(1992)-  45 38 55.95965(N)    070 34 22.26351(W) AD(       ) 3
 QH0434  NAD 83(1986)-  45 38 55.95432(N)    070 34 22.26761(W) AD(       ) 3
 QH0434  NAD 27      -  45 38 55.79600(N)    070 34 23.99400(W) AD(       ) 3
 QH0434
 QH0434.Superseded values are not recommended for survey control.
 QH0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0434.See file dsdata.txt to determine how the superseded data were derived.
 QH0434
 QH0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL7744356239(NAD 83)
 QH0434_MARKER: Z = SEE DESCRIPTION
 QH0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0434_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0434+STABILITY: SURFACE MOTION
 QH0434
 QH0434  HISTORY     - Date     Condition        Report By
 QH0434  HISTORY     - 1845     MONUMENTED       IBC
 QH0434  HISTORY     - 1967     GOOD             IBC
 QH0434
 QH0434                          STATION DESCRIPTION
 QH0434
 QH0434'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0434'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0434'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0434'THE SURFACE OF THE BASE.
 QH0434
 QH0434                          STATION RECOVERY (1967)
 QH0434
 QH0434'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1967 (HGD)
 QH0434'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0436 ***********************************************************************
 QH0436  DESIGNATION -  MON 393 IBC
 QH0436  PID         -  QH0436
 QH0436  STATE/COUNTY-  ME/FRANKLIN
 QH0436  USGS QUAD   -  SKINNER NE (1970)
 QH0436
 QH0436                         *CURRENT SURVEY CONTROL
 QH0436  ___________________________________________________________________
 QH0436* NAD 83(1996)-  45 38 24.30560(N)    070 35 01.61966(W)     ADJUSTED  
 QH0436* NAVD 88     -       553.     (meters)    1814.     (feet)  SCALED    
 QH0436  ___________________________________________________________________
 QH0436  LAPLACE CORR-           5.42  (seconds)                    DEFLEC99
 QH0436  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 QH0436
 QH0436  HORZ ORDER  -  THIRD
 QH0436
 QH0436.The horizontal coordinates were established by classical geodetic methods
 QH0436.and adjusted by the National Geodetic Survey in March 1998..
 QH0436.No horizontal observational check was made to the station.
 QH0436
 QH0436.The orthometric height was scaled from a topographic map.
 QH0436
 QH0436.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0436
 QH0436.The geoid height was determined by GEOID03.
 QH0436
 QH0436;                    North         East     Units Scale Factor Converg.
 QH0436;SPC ME W     -   311,951.689   867,481.008   MT  0.99997966   -0 17 53.6
 QH0436;UTM  19      - 5,055,279.541   376,571.621   MT  0.99978730   -1 07 57.0
 QH0436
 QH0436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0436!SPC ME W     -   0.99991739  x   0.99997966  =   0.99989705
 QH0436!UTM  19      -   0.99991739  x   0.99978730  =   0.99970471
 QH0436
 QH0436                          SUPERSEDED SURVEY CONTROL
 QH0436
 QH0436  NAD 83(1992)-  45 38 24.30855(N)    070 35 01.61839(W) AD(       ) 3
 QH0436  NAD 83(1992)-  45 38 24.31029(N)    070 35 01.61269(W) AD(       ) 3
 QH0436  NAD 83(1986)-  45 38 24.30517(N)    070 35 01.61735(W) AD(       ) 3
 QH0436  NAD 27      -  45 38 24.14700(N)    070 35 03.34500(W) AD(       ) 3
 QH0436
 QH0436.Superseded values are not recommended for survey control.
 QH0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0436.See file dsdata.txt to determine how the superseded data were derived.
 QH0436
 QH0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL7657255280(NAD 83)
 QH0436_MARKER: Z = SEE DESCRIPTION
 QH0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0436_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0436+STABILITY: SURFACE MOTION
 QH0436
 QH0436  HISTORY     - Date     Condition        Report By
 QH0436  HISTORY     - 1845     MONUMENTED       IBC
 QH0436  HISTORY     - 1968     SEE DESCRIPTION  IBC
 QH0436
 QH0436                          STATION DESCRIPTION
 QH0436
 QH0436'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0436'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0436'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0436'THE SURFACE OF THE BASE.
 QH0436
 QH0436                          STATION RECOVERY (1968)
 QH0436
 QH0436'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1968 (VJV)
 QH0436'IRON SHAFT MONUMENT WITH NEW CONCRETE TOP ON BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0438 ***********************************************************************
 QH0438  DESIGNATION -  MON 394 IBC
 QH0438  PID         -  QH0438
 QH0438  STATE/COUNTY-  ME/FRANKLIN
 QH0438  USGS QUAD   -  SKINNER NE (1970)
 QH0438
 QH0438                         *CURRENT SURVEY CONTROL
 QH0438  ___________________________________________________________________
 QH0438* NAD 83(1996)-  45 37 43.80813(N)    070 35 52.20517(W)     ADJUSTED  
 QH0438* NAVD 88     -       585.     (meters)    1919.     (feet)  SCALED    
 QH0438  ___________________________________________________________________
 QH0438  LAPLACE CORR-           5.28  (seconds)                    DEFLEC99
 QH0438  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 QH0438
 QH0438  HORZ ORDER  -  THIRD
 QH0438
 QH0438.The horizontal coordinates were established by classical geodetic methods
 QH0438.and adjusted by the National Geodetic Survey in March 1998..
 QH0438.No horizontal observational check was made to the station.
 QH0438
 QH0438.The orthometric height was scaled from a topographic map.
 QH0438
 QH0438.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0438
 QH0438.The geoid height was determined by GEOID03.
 QH0438
 QH0438;                    North         East     Units Scale Factor Converg.
 QH0438;SPC ME W     -   310,707.236   866,378.805   MT  0.99998056   -0 18 29.6
 QH0438;UTM  19      - 5,054,051.501   375,451.631   MT  0.99979072   -1 08 32.3
 QH0438
 QH0438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0438!SPC ME W     -   0.99991238  x   0.99998056  =   0.99989294
 QH0438!UTM  19      -   0.99991238  x   0.99979072  =   0.99970312
 QH0438
 QH0438                          SUPERSEDED SURVEY CONTROL
 QH0438
 QH0438  NAD 83(1992)-  45 37 43.81068(N)    070 35 52.20325(W) AD(       ) 3
 QH0438  NAD 83(1992)-  45 37 43.81301(N)    070 35 52.19666(W) AD(       ) 3
 QH0438  NAD 83(1986)-  45 37 43.80814(N)    070 35 52.20201(W) AD(       ) 3
 QH0438  NAD 27      -  45 37 43.64900(N)    070 35 53.93100(W) AD(       ) 3
 QH0438
 QH0438.Superseded values are not recommended for survey control.
 QH0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0438.See file dsdata.txt to determine how the superseded data were derived.
 QH0438
 QH0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL7545254052(NAD 83)
 QH0438_MARKER: Z = SEE DESCRIPTION
 QH0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0438_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0438+STABILITY: SURFACE MOTION
 QH0438
 QH0438  HISTORY     - Date     Condition        Report By
 QH0438  HISTORY     - 1845     MONUMENTED       IBC
 QH0438  HISTORY     - 1968     GOOD             IBC
 QH0438
 QH0438                          STATION DESCRIPTION
 QH0438
 QH0438'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0438'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0438'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0438'THE SURFACE OF THE BASE.
 QH0438
 QH0438                          STATION RECOVERY (1968)
 QH0438
 QH0438'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1968 (VJV)
 QH0438'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0442 ***********************************************************************
 QH0442  DESIGNATION -  MON 395 IBC
 QH0442  PID         -  QH0442
 QH0442  STATE/COUNTY-  ME/FRANKLIN
 QH0442  USGS QUAD   -  SKINNER (1970)
 QH0442
 QH0442                         *CURRENT SURVEY CONTROL
 QH0442  ___________________________________________________________________
 QH0442* NAD 83(1996)-  45 37 10.06483(N)    070 36 45.71015(W)     ADJUSTED  
 QH0442* NAVD 88     -       569.     (meters)    1867.     (feet)  SCALED    
 QH0442  ___________________________________________________________________
 QH0442  LAPLACE CORR-           5.28  (seconds)                    DEFLEC99
 QH0442  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 QH0442
 QH0442  HORZ ORDER  -  THIRD
 QH0442
 QH0442.The horizontal coordinates were established by classical geodetic methods
 QH0442.and adjusted by the National Geodetic Survey in March 1998..
 QH0442.No horizontal observational check was made to the station.
 QH0442
 QH0442.The orthometric height was scaled from a topographic map.
 QH0442
 QH0442.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0442
 QH0442.The geoid height was determined by GEOID03.
 QH0442
 QH0442;                    North         East     Units Scale Factor Converg.
 QH0442;SPC ME W     -   309,671.845   865,214.076   MT  0.99998154   -0 19 07.6
 QH0442;UTM  19      - 5,053,033.366   374,272.177   MT  0.99979435   -1 09 09.9
 QH0442
 QH0442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0442!SPC ME W     -   0.99991489  x   0.99998154  =   0.99989643
 QH0442!UTM  19      -   0.99991489  x   0.99979435  =   0.99970926
 QH0442
 QH0442                          SUPERSEDED SURVEY CONTROL
 QH0442
 QH0442  NAD 83(1992)-  45 37 10.06695(N)    070 36 45.70765(W) AD(       ) 3
 QH0442  NAD 83(1992)-  45 37 10.06975(N)    070 36 45.70015(W) AD(       ) 3
 QH0442  NAD 83(1986)-  45 37 10.06514(N)    070 36 45.70614(W) AD(       ) 3
 QH0442  NAD 27      -  45 37 09.90700(N)    070 36 47.43700(W) AD(       ) 3
 QH0442
 QH0442.Superseded values are not recommended for survey control.
 QH0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0442.See file dsdata.txt to determine how the superseded data were derived.
 QH0442
 QH0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL7427253033(NAD 83)
 QH0442_MARKER: Z = SEE DESCRIPTION
 QH0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0442_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0442+STABILITY: SURFACE MOTION
 QH0442
 QH0442  HISTORY     - Date     Condition        Report By
 QH0442  HISTORY     - 1845     MONUMENTED       IBC
 QH0442  HISTORY     - 1968     GOOD             IBC
 QH0442
 QH0442                          STATION DESCRIPTION
 QH0442
 QH0442'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0442'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0442'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0442'THE SURFACE OF THE BASE.
 QH0442
 QH0442                          STATION RECOVERY (1968)
 QH0442
 QH0442'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1968 (VJV)
 QH0442'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0444 ***********************************************************************
 QH0444  DESIGNATION -  MON 396 IBC
 QH0444  PID         -  QH0444
 QH0444  STATE/COUNTY-  ME/FRANKLIN
 QH0444  USGS QUAD   -  BOUNDARY POND (1970)
 QH0444
 QH0444                         *CURRENT SURVEY CONTROL
 QH0444  ___________________________________________________________________
 QH0444* NAD 83(1996)-  45 36 36.64564(N)    070 37 36.82340(W)     ADJUSTED  
 QH0444* NAVD 88     -       623.     (meters)    2044.     (feet)  SCALED    
 QH0444  ___________________________________________________________________
 QH0444  LAPLACE CORR-           5.37  (seconds)                    DEFLEC99
 QH0444  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 QH0444
 QH0444  HORZ ORDER  -  THIRD
 QH0444
 QH0444.The horizontal coordinates were established by classical geodetic methods
 QH0444.and adjusted by the National Geodetic Survey in March 1998..
 QH0444.No horizontal observational check was made to the station.
 QH0444
 QH0444.The orthometric height was scaled from a topographic map.
 QH0444
 QH0444.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0444
 QH0444.The geoid height was determined by GEOID03.
 QH0444
 QH0444;                    North         East     Units Scale Factor Converg.
 QH0444;SPC ME W     -   308,646.379   864,100.842   MT  0.99998250   -0 19 44.0
 QH0444;UTM  19      - 5,052,024.398   373,144.346   MT  0.99979785   -1 09 45.8
 QH0444
 QH0444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0444!SPC ME W     -   0.99990642  x   0.99998250  =   0.99988893
 QH0444!UTM  19      -   0.99990642  x   0.99979785  =   0.99970429
 QH0444
 QH0444                          SUPERSEDED SURVEY CONTROL
 QH0444
 QH0444  NAD 83(1992)-  45 36 36.64731(N)    070 37 36.82033(W) AD(       ) 3
 QH0444  NAD 83(1992)-  45 36 36.65059(N)    070 37 36.81202(W) AD(       ) 3
 QH0444  NAD 83(1986)-  45 36 36.64622(N)    070 37 36.81859(W) AD(       ) 3
 QH0444  NAD 27      -  45 36 36.48800(N)    070 37 38.55000(W) AD(       ) 3
 QH0444
 QH0444.Superseded values are not recommended for survey control.
 QH0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0444.See file dsdata.txt to determine how the superseded data were derived.
 QH0444
 QH0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL7314452024(NAD 83)
 QH0444_MARKER: Z = SEE DESCRIPTION
 QH0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0444_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0444+STABILITY: SURFACE MOTION
 QH0444
 QH0444  HISTORY     - Date     Condition        Report By
 QH0444  HISTORY     - 1845     MONUMENTED       IBC
 QH0444  HISTORY     - 1968     GOOD             IBC
 QH0444
 QH0444                          STATION DESCRIPTION
 QH0444
 QH0444'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0444'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0444'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0444'THE SURFACE OF THE BASE.
 QH0444
 QH0444                          STATION RECOVERY (1968)
 QH0444
 QH0444'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1968 (VJV)
 QH0444'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0451 ***********************************************************************
 QH0451  DESIGNATION -  MON 397 IBC
 QH0451  PID         -  QH0451
 QH0451  STATE/COUNTY-  ME/FRANKLIN
 QH0451  USGS QUAD   -  BOUNDARY POND (1970)
 QH0451
 QH0451                         *CURRENT SURVEY CONTROL
 QH0451  ___________________________________________________________________
 QH0451* NAD 83(1996)-  45 36 24.31804(N)    070 38 41.63320(W)     ADJUSTED  
 QH0451* NAVD 88     -       496.     (meters)    1627.     (feet)  SCALED    
 QH0451  ___________________________________________________________________
 QH0451  LAPLACE CORR-           5.49  (seconds)                    DEFLEC99
 QH0451  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 QH0451
 QH0451  HORZ ORDER  -  THIRD
 QH0451
 QH0451.The horizontal coordinates were established by classical geodetic methods
 QH0451.and adjusted by the National Geodetic Survey in March 1998..
 QH0451.No horizontal observational check was made to the station.
 QH0451
 QH0451.The orthometric height was scaled from a topographic map.
 QH0451
 QH0451.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0451
 QH0451.The geoid height was determined by GEOID03.
 QH0451
 QH0451;                    North         East     Units Scale Factor Converg.
 QH0451;SPC ME W     -   308,274.017   862,694.309   MT  0.99998377   -0 20 30.2
 QH0451;UTM  19      - 5,051,672.609   371,732.801   MT  0.99980228   -1 10 31.9
 QH0451
 QH0451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0451!SPC ME W     -   0.99992634  x   0.99998377  =   0.99991011
 QH0451!UTM  19      -   0.99992634  x   0.99980228  =   0.99972863
 QH0451
 QH0451                          SUPERSEDED SURVEY CONTROL
 QH0451
 QH0451  NAD 83(1992)-  45 36 24.31917(N)    070 38 41.62991(W) AD(       ) 3
 QH0451  NAD 83(1992)-  45 36 24.32270(N)    070 38 41.62057(W) AD(       ) 3
 QH0451  NAD 83(1986)-  45 36 24.31867(N)    070 38 41.62756(W) AD(       ) 3
 QH0451  NAD 27      -  45 36 24.16200(N)    070 38 43.35800(W) AD(       ) 3
 QH0451
 QH0451.Superseded values are not recommended for survey control.
 QH0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0451.See file dsdata.txt to determine how the superseded data were derived.
 QH0451
 QH0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL7173351673(NAD 83)
 QH0451_MARKER: Z = SEE DESCRIPTION
 QH0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0451_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0451+STABILITY: SURFACE MOTION
 QH0451
 QH0451  HISTORY     - Date     Condition        Report By
 QH0451  HISTORY     - 1845     MONUMENTED       IBC
 QH0451  HISTORY     - 1968     SEE DESCRIPTION  IBC
 QH0451
 QH0451                          STATION DESCRIPTION
 QH0451
 QH0451'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0451'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0451'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0451'THE SURFACE OF THE BASE.
 QH0451
 QH0451                          STATION RECOVERY (1968)
 QH0451
 QH0451'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1968 (VJV)
 QH0451'IRON SHAFT MONUMENT WITH NEW CONCRETE TOP ON BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0454 ***********************************************************************
 QH0454  DESIGNATION -  MON 398 IBC
 QH0454  PID         -  QH0454
 QH0454  STATE/COUNTY-  ME/FRANKLIN
 QH0454  USGS QUAD   -  BOUNDARY POND (1970)
 QH0454
 QH0454                         *CURRENT SURVEY CONTROL
 QH0454  ___________________________________________________________________
 QH0454* NAD 83(1996)-  45 35 40.76984(N)    070 39 09.36508(W)     ADJUSTED  
 QH0454* NAVD 88     -       608.     (meters)    1995.     (feet)  SCALED    
 QH0454  ___________________________________________________________________
 QH0454  LAPLACE CORR-           5.37  (seconds)                    DEFLEC99
 QH0454  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 QH0454
 QH0454  HORZ ORDER  -  THIRD
 QH0454
 QH0454.The horizontal coordinates were established by classical geodetic methods
 QH0454.and adjusted by the National Geodetic Survey in March 1998..
 QH0454.No horizontal observational check was made to the station.
 QH0454
 QH0454.The orthometric height was scaled from a topographic map.
 QH0454
 QH0454.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0454
 QH0454.The geoid height was determined by GEOID03.
 QH0454
 QH0454;                    North         East     Units Scale Factor Converg.
 QH0454;SPC ME W     -   306,933.204   862,085.246   MT  0.99998433   -0 20 49.8
 QH0454;UTM  19      - 5,050,341.040   371,104.407   MT  0.99980426   -1 10 50.9
 QH0454
 QH0454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0454!SPC ME W     -   0.99990878  x   0.99998433  =   0.99989311
 QH0454!UTM  19      -   0.99990878  x   0.99980426  =   0.99971306
 QH0454
 QH0454                          SUPERSEDED SURVEY CONTROL
 QH0454
 QH0454  NAD 83(1992)-  45 35 40.77076(N)    070 39 09.36109(W) AD(       ) 3
 QH0454  NAD 83(1992)-  45 35 40.77505(N)    070 39 09.35148(W) AD(       ) 3
 QH0454  NAD 83(1986)-  45 35 40.77102(N)    070 39 09.35905(W) AD(       ) 3
 QH0454  NAD 27      -  45 35 40.61200(N)    070 39 11.09000(W) AD(       ) 3
 QH0454
 QH0454.Superseded values are not recommended for survey control.
 QH0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0454.See file dsdata.txt to determine how the superseded data were derived.
 QH0454
 QH0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL7110450341(NAD 83)
 QH0454_MARKER: Z = SEE DESCRIPTION
 QH0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0454_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0454+STABILITY: SURFACE MOTION
 QH0454
 QH0454  HISTORY     - Date     Condition        Report By
 QH0454  HISTORY     - 1845     MONUMENTED       IBC
 QH0454  HISTORY     - 1968     GOOD             IBC
 QH0454
 QH0454                          STATION DESCRIPTION
 QH0454
 QH0454'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0454'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0454'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0454'THE SURFACE OF THE BASE.
 QH0454
 QH0454                          STATION RECOVERY (1968)
 QH0454
 QH0454'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1968 (VJV)
 QH0454'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0459 ***********************************************************************
 QH0459  DESIGNATION -  MON 399 IBC
 QH0459  PID         -  QH0459
 QH0459  STATE/COUNTY-  ME/FRANKLIN
 QH0459  USGS QUAD   -  BOUNDARY POND (1970)
 QH0459
 QH0459                         *CURRENT SURVEY CONTROL
 QH0459  ___________________________________________________________________
 QH0459* NAD 83(1996)-  45 34 53.79697(N)    070 40 01.07335(W)     ADJUSTED  
 QH0459* NAVD 88     -       564.     (meters)    1850.     (feet)  SCALED    
 QH0459  ___________________________________________________________________
 QH0459  LAPLACE CORR-           5.88  (seconds)                    DEFLEC99
 QH0459  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 QH0459
 QH0459  HORZ ORDER  -  THIRD
 QH0459
 QH0459.The horizontal coordinates were established by classical geodetic methods
 QH0459.and adjusted by the National Geodetic Survey in March 1998..
 QH0459.No horizontal observational check was made to the station.
 QH0459
 QH0459.The orthometric height was scaled from a topographic map.
 QH0459
 QH0459.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0459
 QH0459.The geoid height was determined by GEOID03.
 QH0459
 QH0459;                    North         East     Units Scale Factor Converg.
 QH0459;SPC ME W     -   305,489.945   860,955.506   MT  0.99998540   -0 21 26.4
 QH0459;UTM  19      - 5,048,914.624   369,953.996   MT  0.99980793   -1 11 26.9
 QH0459
 QH0459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0459!SPC ME W     -   0.99991568  x   0.99998540  =   0.99990108
 QH0459!UTM  19      -   0.99991568  x   0.99980793  =   0.99972362
 QH0459
 QH0459                          SUPERSEDED SURVEY CONTROL
 QH0459
 QH0459  NAD 83(1992)-  45 34 53.79754(N)    070 40 01.06871(W) AD(       ) 3
 QH0459  NAD 83(1992)-  45 34 53.80277(N)    070 40 01.05861(W) AD(       ) 3
 QH0459  NAD 83(1986)-  45 34 53.79884(N)    070 40 01.06680(W) AD(       ) 3
 QH0459  NAD 27      -  45 34 53.63800(N)    070 40 02.79800(W) AD(       ) 3
 QH0459
 QH0459.Superseded values are not recommended for survey control.
 QH0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0459.See file dsdata.txt to determine how the superseded data were derived.
 QH0459
 QH0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL6995448915(NAD 83)
 QH0459_MARKER: Z = SEE DESCRIPTION
 QH0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0459_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0459+STABILITY: SURFACE MOTION
 QH0459
 QH0459  HISTORY     - Date     Condition        Report By
 QH0459  HISTORY     - 1845     MONUMENTED       IBC
 QH0459  HISTORY     - 1968     GOOD             IBC
 QH0459
 QH0459                          STATION DESCRIPTION
 QH0459
 QH0459'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0459'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0459'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0459'THE SURFACE OF THE BASE.
 QH0459
 QH0459                          STATION RECOVERY (1968)
 QH0459
 QH0459'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1968 (VJV)
 QH0459'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0467 ***********************************************************************
 QH0467  DESIGNATION -  MON 400 IBC
 QH0467  PID         -  QH0467
 QH0467  STATE/COUNTY-  ME/FRANKLIN
 QH0467  USGS QUAD   -  BOUNDARY POND (1970)
 QH0467
 QH0467                         *CURRENT SURVEY CONTROL
 QH0467  ___________________________________________________________________
 QH0467* NAD 83(1996)-  45 34 09.15741(N)    070 40 59.80279(W)     ADJUSTED  
 QH0467* NAVD 88     -       615.     (meters)    2018.     (feet)  SCALED    
 QH0467  ___________________________________________________________________
 QH0467  LAPLACE CORR-           6.28  (seconds)                    DEFLEC99
 QH0467  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 QH0467
 QH0467  HORZ ORDER  -  THIRD
 QH0467
 QH0467.The horizontal coordinates were established by classical geodetic methods
 QH0467.and adjusted by the National Geodetic Survey in March 1998..
 QH0467.No horizontal observational check was made to the station.
 QH0467
 QH0467.The orthometric height was scaled from a topographic map.
 QH0467
 QH0467.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0467
 QH0467.The geoid height was determined by GEOID03.
 QH0467
 QH0467;                    North         East     Units Scale Factor Converg.
 QH0467;SPC ME W     -   304,119.902   859,673.468   MT  0.99998665   -0 22 08.1
 QH0467;UTM  19      - 5,047,563.610   368,652.396   MT  0.99981211   -1 12 07.9
 QH0467
 QH0467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0467!SPC ME W     -   0.99990769  x   0.99998665  =   0.99989434
 QH0467!UTM  19      -   0.99990769  x   0.99981211  =   0.99971981
 QH0467
 QH0467                          SUPERSEDED SURVEY CONTROL
 QH0467
 QH0467  NAD 83(1992)-  45 34 09.15760(N)    070 40 59.79760(W) AD(       ) 3
 QH0467  NAD 83(1992)-  45 34 09.16378(N)    070 40 59.78693(W) AD(       ) 3
 QH0467  NAD 83(1986)-  45 34 09.16002(N)    070 40 59.79565(W) AD(       ) 3
 QH0467  NAD 27      -  45 34 08.99800(N)    070 41 01.52600(W) AD(       ) 3
 QH0467
 QH0467.Superseded values are not recommended for survey control.
 QH0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0467.See file dsdata.txt to determine how the superseded data were derived.
 QH0467
 QH0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL6865247564(NAD 83)
 QH0467_MARKER: Z = SEE DESCRIPTION
 QH0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0467_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0467+STABILITY: SURFACE MOTION
 QH0467
 QH0467  HISTORY     - Date     Condition        Report By
 QH0467  HISTORY     - 1845     MONUMENTED       IBC
 QH0467  HISTORY     - 1968     SEE DESCRIPTION  IBC
 QH0467
 QH0467                          STATION DESCRIPTION
 QH0467
 QH0467'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0467'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0467'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0467'THE SURFACE OF THE BASE.
 QH0467
 QH0467                          STATION RECOVERY (1968)
 QH0467
 QH0467'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1968 (VJV)
 QH0467'A NEW CONCRETE TOP WAS ADDED ON THE BASE.  THE MONUMENT WAS ALSO
 QH0467'PLUMBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0470 ***********************************************************************
 QH0470  DESIGNATION -  MON 401 IBC
 QH0470  PID         -  QH0470
 QH0470  STATE/COUNTY-  ME/FRANKLIN
 QH0470  USGS QUAD   -  BOUNDARY POND (1970)
 QH0470
 QH0470                         *CURRENT SURVEY CONTROL
 QH0470  ___________________________________________________________________
 QH0470* NAD 83(1996)-  45 33 30.52334(N)    070 41 07.67997(W)     ADJUSTED  
 QH0470* NAVD 88     -       635.     (meters)    2083.     (feet)  SCALED    
 QH0470  ___________________________________________________________________
 QH0470  LAPLACE CORR-           6.21  (seconds)                    DEFLEC99
 QH0470  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 QH0470
 QH0470  HORZ ORDER  -  THIRD
 QH0470
 QH0470.The horizontal coordinates were established by classical geodetic methods
 QH0470.and adjusted by the National Geodetic Survey in March 1998..
 QH0470.No horizontal observational check was made to the station.
 QH0470
 QH0470.The orthometric height was scaled from a topographic map.
 QH0470
 QH0470.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0470
 QH0470.The geoid height was determined by GEOID03.
 QH0470
 QH0470;                    North         East     Units Scale Factor Converg.
 QH0470;SPC ME W     -   302,928.295   859,494.954   MT  0.99998683   -0 22 13.5
 QH0470;UTM  19      - 5,046,374.932   368,456.607   MT  0.99981274   -1 12 12.7
 QH0470
 QH0470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0470!SPC ME W     -   0.99990455  x   0.99998683  =   0.99989138
 QH0470!UTM  19      -   0.99990455  x   0.99981274  =   0.99971731
 QH0470
 QH0470                          SUPERSEDED SURVEY CONTROL
 QH0470
 QH0470  NAD 83(1992)-  45 33 30.52346(N)    070 41 07.67448(W) AD(       ) 3
 QH0470  NAD 83(1992)-  45 33 30.53028(N)    070 41 07.66415(W) AD(       ) 3
 QH0470  NAD 83(1986)-  45 33 30.52639(N)    070 41 07.67319(W) AD(       ) 3
 QH0470  NAD 27      -  45 33 30.36400(N)    070 41 09.40200(W) AD(       ) 3
 QH0470
 QH0470.Superseded values are not recommended for survey control.
 QH0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0470.See file dsdata.txt to determine how the superseded data were derived.
 QH0470
 QH0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL6845746375(NAD 83)
 QH0470_MARKER: Z = SEE DESCRIPTION
 QH0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0470_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0470+STABILITY: SURFACE MOTION
 QH0470
 QH0470  HISTORY     - Date     Condition        Report By
 QH0470  HISTORY     - 1845     MONUMENTED       IBC
 QH0470  HISTORY     - 1968     GOOD             IBC
 QH0470
 QH0470                          STATION DESCRIPTION
 QH0470
 QH0470'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0470'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0470'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0470'THE SURFACE OF THE BASE.
 QH0470
 QH0470                          STATION RECOVERY (1968)
 QH0470
 QH0470'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1968 (VJV)
 QH0470'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0480 ***********************************************************************
 QH0480  DESIGNATION -  MON 402 IBC
 QH0480  PID         -  QH0480
 QH0480  STATE/COUNTY-  ME/FRANKLIN
 QH0480  USGS QUAD   -  BOUNDARY POND (1970)
 QH0480
 QH0480                         *CURRENT SURVEY CONTROL
 QH0480  ___________________________________________________________________
 QH0480* NAD 83(1996)-  45 32 48.43370(N)    070 41 21.50023(W)     ADJUSTED  
 QH0480* NAVD 88     -       564.     (meters)    1850.     (feet)  SCALED    
 QH0480  ___________________________________________________________________
 QH0480  LAPLACE CORR-           6.21  (seconds)                    DEFLEC99
 QH0480  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 QH0480
 QH0480  HORZ ORDER  -  THIRD
 QH0480
 QH0480.The horizontal coordinates were established by classical geodetic methods
 QH0480.and adjusted by the National Geodetic Survey in March 1998..
 QH0480
 QH0480.The orthometric height was scaled from a topographic map.
 QH0480
 QH0480.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0480
 QH0480.The geoid height was determined by GEOID03.
 QH0480
 QH0480;                    North         East     Units Scale Factor Converg.
 QH0480;SPC ME W     -   301,630.853   859,186.767   MT  0.99998714   -0 22 23.1
 QH0480;UTM  19      - 5,045,082.333   368,129.647   MT  0.99981380   -1 12 21.7
 QH0480
 QH0480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0480!SPC ME W     -   0.99991568  x   0.99998714  =   0.99990282
 QH0480!UTM  19      -   0.99991568  x   0.99981380  =   0.99972949
 QH0480
 QH0480|---------------------------------------------------------------------|
 QH0480| PID    Reference Object                     Distance      Geod. Az  |
 QH0480|                                                           dddmmss.s |
 QH0480| QH0479 MON 402 RM IBC                        5.440 METERS 02120     |
 QH0480| QH0473 BOUNDARY IBC                        APPROX. 0.5 KM 1923350.0 |
 QH0480|---------------------------------------------------------------------|
 QH0480
 QH0480                          SUPERSEDED SURVEY CONTROL
 QH0480
 QH0480  NAD 83(1992)-  45 32 48.43380(N)    070 41 21.49466(W) AD(       ) 3
 QH0480  NAD 83(1992)-  45 32 48.44138(N)    070 41 21.48468(W) AD(       ) 3
 QH0480  NAD 83(1986)-  45 32 48.43741(N)    070 41 21.49386(W) AD(       ) 3
 QH0480  NAD 27      -  45 32 48.27700(N)    070 41 23.22300(W) AD(       ) 3
 QH0480
 QH0480.Superseded values are not recommended for survey control.
 QH0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0480.See file dsdata.txt to determine how the superseded data were derived.
 QH0480
 QH0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL6813045082(NAD 83)
 QH0480_MARKER: DU = BOUNDARY MARKER
 QH0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0480_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0480+STABILITY: SURFACE MOTION
 QH0480
 QH0480  HISTORY     - Date     Condition        Report By
 QH0480  HISTORY     - 1845     MONUMENTED       IBC
 QH0480  HISTORY     - 1953     SEE DESCRIPTION  IBC
 QH0480  HISTORY     - 1968     GOOD             IBC
 QH0480
 QH0480                          STATION DESCRIPTION
 QH0480
 QH0480'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0480'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0480'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0480'THE SURFACE OF THE BASE.
 QH0480
 QH0480                          STATION RECOVERY (1953)
 QH0480
 QH0480'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1953 (WMS)
 QH0480'AT THE CROSSING OF THE CANADIAN PACIFIC RAILWAY, FOUND WITH THE CAST
 QH0480'IRON POST BROKEN OFF FLUSH WITH  THE CONCRETE BASE.  A BRONZE LINE
 QH0480'TABLET WAS SET IN THE CENTER OF THE THREE FOOT SQUARE CONCRETE BASE
 QH0480'WHICH WAS IN GOOD CONDITION.
 QH0480
 QH0480                          STATION RECOVERY (1968)
 QH0480
 QH0480'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1968 (VJV)
 QH0480'NEAR THE CANADIAN PACIFIC RAILWAY TRACKS FOUND WITH BASE TIPPED OVER
 QH0480'TO ONE SIDE.  THE MONUMENT HAS FREQUENTLY BEEN DISTURBED BY RAILWAY
 QH0480'CONSTRUCTION.  IT WAS REPLACED BY A SUB - SURFACE MARK CONSISTING OF
 QH0480'A REFERENCE TABLET SET IN A CONCRETE CYLINDER ABOUT TWO FEET BELOW
 QH0480'GROUND.  THE SURFACE MARK IS A LINE - TABLET SET IN A CYLINDER OF
 QH0480'CONCRETE A FEW INCHES BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0479 ***********************************************************************
 QH0479  DESIGNATION -  MON 402 RM IBC
 QH0479  PID         -  QH0479
 QH0479  STATE/COUNTY-  ME/FRANKLIN
 QH0479  USGS QUAD   -  BOUNDARY POND (1970)
 QH0479
 QH0479                         *CURRENT SURVEY CONTROL
 QH0479  ___________________________________________________________________
 QH0479* NAD 83(1996)-  45 32 48.59784(N)    070 41 21.40900(W)     ADJUSTED  
 QH0479* NAVD 88     -       564.     (meters)    1850.     (feet)  SCALED    
 QH0479  ___________________________________________________________________
 QH0479  LAPLACE CORR-           6.21  (seconds)                    DEFLEC99
 QH0479  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 QH0479
 QH0479  HORZ ORDER  -  THIRD
 QH0479
 QH0479.The horizontal coordinates were established by classical geodetic methods
 QH0479.and adjusted by the National Geodetic Survey in March 1998..
 QH0479.No horizontal observational check was made to the station.
 QH0479
 QH0479.The orthometric height was scaled from a topographic map.
 QH0479
 QH0479.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0479
 QH0479.The geoid height was determined by GEOID03.
 QH0479
 QH0479;                    North         East     Units Scale Factor Converg.
 QH0479;SPC ME W     -   301,635.908   859,188.779   MT  0.99998714   -0 22 23.0
 QH0479;UTM  19      - 5,045,087.357   368,131.732   MT  0.99981380   -1 12 21.7
 QH0479
 QH0479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0479!SPC ME W     -   0.99991568  x   0.99998714  =   0.99990282
 QH0479!UTM  19      -   0.99991568  x   0.99981380  =   0.99972949
 QH0479
 QH0479                          SUPERSEDED SURVEY CONTROL
 QH0479
 QH0479  NAD 83(1992)-  45 32 48.59794(N)    070 41 21.40344(W) AD(       ) 3
 QH0479  NAD 83(1992)-  45 32 48.60551(N)    070 41 21.39346(W) AD(       ) 3
 QH0479  NAD 83(1986)-  45 32 48.60154(N)    070 41 21.40264(W) AD(       ) 3
 QH0479  NAD 27      -  45 32 48.44100(N)    070 41 23.13200(W) AD(       ) 3
 QH0479
 QH0479.Superseded values are not recommended for survey control.
 QH0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0479.See file dsdata.txt to determine how the superseded data were derived.
 QH0479
 QH0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL6813245087(NAD 83)
 QH0479_MARKER: DR = REFERENCE MARK DISK
 QH0479_SETTING: 0 = UNSPECIFIED SETTING
 QH0479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QH0479
 QH0479  HISTORY     - Date     Condition        Report By
 QH0479  HISTORY     - 1953     MONUMENTED       IBC
 QH0479
 QH0479                          STATION DESCRIPTION
 QH0479
 QH0479'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1953 (WMS)
 QH0479'THIS MARK WAS SET TO PRESERVE THE POSITION OF MONUMENT 402 IN CASE
 QH0479'OF FURTHER DAMAGE BY RAILWAY SNOWPLOWS.  IT IS LOCATED ON THE LINE
 QH0479'MONUMENT 402 - 1 TO MONUMENT 402, PRODUCED, AT A DISTANCE 17.83 FEET
 QH0479'BEYOND MONUMENT 402.
 QH0479'
 QH0479'STATION MARK--A STANDARD 3 - INCH BRONZE IBC REFERENCE TABLET SET
 QH0479'FLUSH WITH THE GROUND IN CONCRETE POURED IN A LENGTH OF STOVEPIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0475 ***********************************************************************
 QH0475  DESIGNATION -  MON 403 6 IBC
 QH0475  PID         -  QH0475
 QH0475  STATE/COUNTY-  ME/FRANKLIN
 QH0475  USGS QUAD   -  BOUNDARY POND (1970)
 QH0475
 QH0475                         *CURRENT SURVEY CONTROL
 QH0475  ___________________________________________________________________
 QH0475* NAD 83(1996)-  45 31 35.98123(N)    070 42 24.78053(W)     ADJUSTED  
 QH0475* NAVD 88     -       749.     (meters)    2457.     (feet)  SCALED    
 QH0475  ___________________________________________________________________
 QH0475  LAPLACE CORR-           6.63  (seconds)                    DEFLEC99
 QH0475  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 QH0475
 QH0475  HORZ ORDER  -  THIRD
 QH0475
 QH0475.The horizontal coordinates were established by classical geodetic methods
 QH0475.and adjusted by the National Geodetic Survey in March 1998..
 QH0475
 QH0475.The orthometric height was scaled from a topographic map.
 QH0475
 QH0475.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0475
 QH0475.The geoid height was determined by GEOID03.
 QH0475
 QH0475;                    North         East     Units Scale Factor Converg.
 QH0475;SPC ME W     -   299,403.203   857,799.049   MT  0.99998855   -0 23 07.8
 QH0475;UTM  19      - 5,042,875.468   366,709.940   MT  0.99981843   -1 13 05.4
 QH0475
 QH0475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0475!SPC ME W     -   0.99988668  x   0.99998855  =   0.99987523
 QH0475!UTM  19      -   0.99988668  x   0.99981843  =   0.99970513
 QH0475
 QH0475:                Primary Azimuth Mark                     Grid Az
 QH0475:SPC ME W     -  MON 405 MOOSE IBC                        192 23 40.4
 QH0475:UTM  19      -  MON 405 MOOSE IBC                        193 13 38.0
 QH0475
 QH0475|---------------------------------------------------------------------|
 QH0475| PID    Reference Object                     Distance      Geod. Az  |
 QH0475|                                                           dddmmss.s |
 QH0475| QH0478 MON 405 MOOSE IBC                   APPROX. 2.7 KM 1920032.6 |
 QH0475| QH0477 MON 404 IBC                         APPROX. 0.5 KM 2064547.2 |
 QH0475|---------------------------------------------------------------------|
 QH0475
 QH0475                          SUPERSEDED SURVEY CONTROL
 QH0475
 QH0475  NAD 83(1992)-  45 31 35.98114(N)    070 42 24.77530(W) AD(       ) 3
 QH0475  NAD 83(1992)-  45 31 35.98907(N)    070 42 24.76651(W) AD(       ) 3
 QH0475  NAD 83(1986)-  45 31 35.98447(N)    070 42 24.77574(W) AD(       ) 3
 QH0475  NAD 27      -  45 31 35.82600(N)    070 42 26.50400(W) AD(       ) 3
 QH0475
 QH0475.Superseded values are not recommended for survey control.
 QH0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0475.See file dsdata.txt to determine how the superseded data were derived.
 QH0475
 QH0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL6671042875(NAD 83)
 QH0475_MARKER: Z = SEE DESCRIPTION
 QH0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0475_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0475+STABILITY: SURFACE MOTION
 QH0475
 QH0475  HISTORY     - Date     Condition        Report By
 QH0475  HISTORY     - 1915     MONUMENTED       IBC
 QH0475  HISTORY     - 1968     GOOD             IBC
 QH0475
 QH0475                          STATION DESCRIPTION
 QH0475
 QH0475'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1915
 QH0475'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0475'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0475'THE SURFACE OF THE BASE.
 QH0475
 QH0475                          STATION RECOVERY (1968)
 QH0475
 QH0475'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1968 (VJV)
 QH0475'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0482 ***********************************************************************
 QH0482  DESIGNATION -  MON 403 IBC
 QH0482  PID         -  QH0482
 QH0482  STATE/COUNTY-  ME/FRANKLIN
 QH0482  USGS QUAD   -  BOUNDARY POND (1970)
 QH0482
 QH0482                         *CURRENT SURVEY CONTROL
 QH0482  ___________________________________________________________________
 QH0482* NAD 83(1996)-  45 31 47.52500(N)    070 41 58.97403(W)     ADJUSTED  
 QH0482* NAVD 88     -       792.     (meters)    2598.     (feet)  SCALED    
 QH0482  ___________________________________________________________________
 QH0482  LAPLACE CORR-           6.16  (seconds)                    DEFLEC99
 QH0482  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 QH0482
 QH0482  HORZ ORDER  -  THIRD
 QH0482
 QH0482.The horizontal coordinates were established by classical geodetic methods
 QH0482.and adjusted by the National Geodetic Survey in March 1998..
 QH0482
 QH0482.The orthometric height was scaled from a topographic map.
 QH0482
 QH0482.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0482
 QH0482.The geoid height was determined by GEOID03.
 QH0482
 QH0482;                    North         East     Units Scale Factor Converg.
 QH0482;SPC ME W     -   299,755.837   858,361.405   MT  0.99998797   -0 22 49.4
 QH0482;UTM  19      - 5,043,219.833   367,277.265   MT  0.99981658   -1 12 47.2
 QH0482
 QH0482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0482!SPC ME W     -   0.99987994  x   0.99998797  =   0.99986791
 QH0482!UTM  19      -   0.99987994  x   0.99981658  =   0.99969654
 QH0482
 QH0482:                Primary Azimuth Mark                     Grid Az
 QH0482:SPC ME W     -  MON 403 6 IBC                            237 54 34.7
 QH0482:UTM  19      -  MON 403 6 IBC                            238 44 32.5
 QH0482
 QH0482|---------------------------------------------------------------------|
 QH0482| PID    Reference Object                     Distance      Geod. Az  |
 QH0482|                                                           dddmmss.s |
 QH0482| QH0475 MON 403 6 IBC                       APPROX. 0.7 KM 2373145.3 |
 QH0482|---------------------------------------------------------------------|
 QH0482
 QH0482                          SUPERSEDED SURVEY CONTROL
 QH0482
 QH0482  NAD 83(1992)-  45 31 47.52493(N)    070 41 58.96870(W) AD(       ) 3
 QH0482  NAD 83(1992)-  45 31 47.53278(N)    070 41 58.95955(W) AD(       ) 3
 QH0482  NAD 83(1986)-  45 31 47.52825(N)    070 41 58.96877(W) AD(       ) 3
 QH0482  NAD 27      -  45 31 47.36800(N)    070 42 00.70000(W) AD(       ) 3
 QH0482
 QH0482.Superseded values are not recommended for survey control.
 QH0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0482.See file dsdata.txt to determine how the superseded data were derived.
 QH0482
 QH0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL6727743220(NAD 83)
 QH0482_MARKER: Z = SEE DESCRIPTION
 QH0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0482_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0482+STABILITY: SURFACE MOTION
 QH0482
 QH0482  HISTORY     - Date     Condition        Report By
 QH0482  HISTORY     - 1845     MONUMENTED       IBC
 QH0482  HISTORY     - 1968     GOOD             IBC
 QH0482
 QH0482                          STATION DESCRIPTION
 QH0482
 QH0482'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0482'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0482'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0482'THE SURFACE OF THE BASE.
 QH0482
 QH0482                          STATION RECOVERY (1968)
 QH0482
 QH0482'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1968 (VJV)
 QH0482'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0477 ***********************************************************************
 QH0477  DESIGNATION -  MON 404 IBC
 QH0477  PID         -  QH0477
 QH0477  STATE/COUNTY-  ME/FRANKLIN
 QH0477  USGS QUAD   -  BOUNDARY POND (1970)
 QH0477
 QH0477                         *CURRENT SURVEY CONTROL
 QH0477  ___________________________________________________________________
 QH0477* NAD 83(1996)-  45 31 21.03785(N)    070 42 35.50154(W)     ADJUSTED  
 QH0477* NAVD 88     -       632.     (meters)    2073.     (feet)  SCALED    
 QH0477  ___________________________________________________________________
 QH0477  LAPLACE CORR-           6.73  (seconds)                    DEFLEC99
 QH0477  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 QH0477
 QH0477  HORZ ORDER  -  THIRD
 QH0477
 QH0477.The horizontal coordinates were established by classical geodetic methods
 QH0477.and adjusted by the National Geodetic Survey in March 1998..
 QH0477
 QH0477.The orthometric height was scaled from a topographic map.
 QH0477
 QH0477.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0477
 QH0477.The geoid height was determined by GEOID03.
 QH0477
 QH0477;                    North         East     Units Scale Factor Converg.
 QH0477;SPC ME W     -   298,943.445   857,563.287   MT  0.99998880   -0 23 15.3
 QH0477;UTM  19      - 5,042,419.262   366,467.563   MT  0.99981923   -1 13 12.8
 QH0477
 QH0477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0477!SPC ME W     -   0.99990502  x   0.99998880  =   0.99989382
 QH0477!UTM  19      -   0.99990502  x   0.99981923  =   0.99972426
 QH0477
 QH0477                          SUPERSEDED SURVEY CONTROL
 QH0477
 QH0477  NAD 83(1992)-  45 31 21.03771(N)    070 42 35.49637(W) AD(       ) 3
 QH0477  NAD 83(1992)-  45 31 21.04550(N)    070 42 35.48792(W) AD(       ) 3
 QH0477  NAD 83(1986)-  45 31 21.04096(N)    070 42 35.49704(W) AD(       ) 3
 QH0477  NAD 27      -  45 31 20.88100(N)    070 42 37.22600(W) AD(       ) 3
 QH0477
 QH0477.Superseded values are not recommended for survey control.
 QH0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0477.See file dsdata.txt to determine how the superseded data were derived.
 QH0477
 QH0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL6646842419(NAD 83)
 QH0477_MARKER: Z = SEE DESCRIPTION
 QH0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0477_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0477+STABILITY: SURFACE MOTION
 QH0477
 QH0477  HISTORY     - Date     Condition        Report By
 QH0477  HISTORY     - 1845     MONUMENTED       IBC
 QH0477  HISTORY     - 1968     SEE DESCRIPTION  IBC
 QH0477
 QH0477                          STATION DESCRIPTION
 QH0477
 QH0477'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0477'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0477'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0477'THE SURFACE OF THE BASE.
 QH0477
 QH0477                          STATION RECOVERY (1968)
 QH0477
 QH0477'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1968 (VJV)
 QH0477'IRON SHAFT MONUMENT WITH NEW CONCRETE TOP ON BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0478 ***********************************************************************
 QH0478  DESIGNATION -  MON 405 MOOSE IBC
 QH0478  PID         -  QH0478
 QH0478  STATE/COUNTY-  ME/FRANKLIN
 QH0478  USGS QUAD   -  BOUNDARY POND (1970)
 QH0478
 QH0478                         *CURRENT SURVEY CONTROL
 QH0478  ___________________________________________________________________
 QH0478* NAD 83(1996)-  45 30 11.65663(N)    070 42 50.28935(W)     ADJUSTED  
 QH0478* NAVD 88     -       890.     (meters)    2920.     (feet)  SCALED    
 QH0478  ___________________________________________________________________
 QH0478  LAPLACE CORR-           7.29  (seconds)                    DEFLEC99
 QH0478  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 QH0478
 QH0478  HORZ ORDER  -  SECOND
 QH0478
 QH0478.The horizontal coordinates were established by classical geodetic methods
 QH0478.and adjusted by the National Geodetic Survey in March 1998..
 QH0478
 QH0478.The orthometric height was scaled from a topographic map.
 QH0478
 QH0478.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0478
 QH0478.The geoid height was determined by GEOID03.
 QH0478
 QH0478;                    North         East     Units Scale Factor Converg.
 QH0478;SPC ME W     -   296,803.710   857,227.777   MT  0.99998915   -0 23 25.4
 QH0478;UTM  19      - 5,040,284.988   366,101.062   MT  0.99982043   -1 13 21.9
 QH0478
 QH0478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0478!SPC ME W     -   0.99986457  x   0.99998915  =   0.99985372
 QH0478!UTM  19      -   0.99986457  x   0.99982043  =   0.99968503
 QH0478
 QH0478:                Primary Azimuth Mark                     Grid Az
 QH0478:SPC ME W     -  WAIT IBC                                 025 10 36.6
 QH0478:UTM  19      -  WAIT IBC                                 026 00 33.1
 QH0478
 QH0478|---------------------------------------------------------------------|
 QH0478| PID    Reference Object                     Distance      Geod. Az  |
 QH0478|                                                           dddmmss.s |
 QH0478| QH0474 WAIT IBC                            APPROX. 3.1 KM 0244711.2 |
 QH0478|---------------------------------------------------------------------|
 QH0478
 QH0478                          SUPERSEDED SURVEY CONTROL
 QH0478
 QH0478  NAD 83(1992)-  45 30 11.65614(N)    070 42 50.28437(W) AD(       ) 2
 QH0478  NAD 83(1992)-  45 30 11.66381(N)    070 42 50.27677(W) AD(       ) 2
 QH0478  NAD 83(1986)-  45 30 11.65914(N)    070 42 50.28565(W) AD(       ) 2
 QH0478  NAD 27      -  45 30 11.49800(N)    070 42 52.01600(W) AD(       ) 2
 QH0478
 QH0478.Superseded values are not recommended for survey control.
 QH0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0478.See file dsdata.txt to determine how the superseded data were derived.
 QH0478
 QH0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL6610140285(NAD 83)
 QH0478_MARKER: Z = SEE DESCRIPTION
 QH0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0478_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0478+STABILITY: SURFACE MOTION
 QH0478
 QH0478  HISTORY     - Date     Condition        Report By
 QH0478  HISTORY     - 1845     MONUMENTED       IBC
 QH0478  HISTORY     - 1968     GOOD             IBC
 QH0478
 QH0478                          STATION DESCRIPTION
 QH0478
 QH0478'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0478'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0478'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0478'THE SURFACE OF THE BASE.
 QH0478
 QH0478                          STATION RECOVERY (1968)
 QH0478
 QH0478'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1968 (VJV)
 QH0478'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0284 ***********************************************************************
 QH0284  DESIGNATION -  MON 406 IBC
 QH0284  PID         -  QH0284
 QH0284  STATE/COUNTY-  ME/FRANKLIN
 QH0284  USGS QUAD   -  MERRILL MOUNTAIN (1970)
 QH0284
 QH0284                         *CURRENT SURVEY CONTROL
 QH0284  ___________________________________________________________________
 QH0284* NAD 83(1996)-  45 29 16.03935(N)    070 43 00.72711(W)     ADJUSTED  
 QH0284* NAVD 88     -       684.     (meters)    2244.     (feet)  SCALED    
 QH0284  ___________________________________________________________________
 QH0284  LAPLACE CORR-           9.23  (seconds)                    DEFLEC99
 QH0284  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 QH0284
 QH0284  HORZ ORDER  -  THIRD
 QH0284
 QH0284.The horizontal coordinates were established by classical geodetic methods
 QH0284.and adjusted by the National Geodetic Survey in March 1998..
 QH0284.No horizontal observational check was made to the station.
 QH0284
 QH0284.The orthometric height was scaled from a topographic map.
 QH0284
 QH0284.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0284
 QH0284.The geoid height was determined by GEOID03.
 QH0284
 QH0284;                    North         East     Units Scale Factor Converg.
 QH0284;SPC ME W     -   295,088.265   856,989.428   MT  0.99998940   -0 23 32.5
 QH0284;UTM  19      - 5,038,573.474   365,837.866   MT  0.99982130   -1 13 28.1
 QH0284
 QH0284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0284!SPC ME W     -   0.99989686  x   0.99998940  =   0.99988626
 QH0284!UTM  19      -   0.99989686  x   0.99982130  =   0.99971818
 QH0284
 QH0284:                Primary Azimuth Mark                     Grid Az
 QH0284:SPC ME W     -  VAN DYKE IBC                             080 01 12.4
 QH0284:UTM  19      -  VAN DYKE IBC                             080 51 08.0
 QH0284
 QH0284|---------------------------------------------------------------------|
 QH0284| PID    Reference Object                     Distance      Geod. Az  |
 QH0284|                                                           dddmmss.s |
 QH0284| QH0273 VAN DYKE IBC                        APPROX. 3.1 KM 0793739.9 |
 QH0284| QH0285 MON 406 ECC IBC                       9.296 METERS 28038     |
 QH0284|---------------------------------------------------------------------|
 QH0284
 QH0284                          SUPERSEDED SURVEY CONTROL
 QH0284
 QH0284  NAD 83(1992)-  45 29 16.03868(N)    070 43 00.72223(W) AD(       ) 3
 QH0284  NAD 83(1992)-  45 29 16.04622(N)    070 43 00.71532(W) AD(       ) 3
 QH0284  NAD 83(1986)-  45 29 16.04150(N)    070 43 00.72405(W) AD(       ) 3
 QH0284  NAD 27      -  45 29 15.88000(N)    070 43 02.45700(W) AD(       ) 3
 QH0284
 QH0284.Superseded values are not recommended for survey control.
 QH0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0284.See file dsdata.txt to determine how the superseded data were derived.
 QH0284
 QH0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL6583838573(NAD 83)
 QH0284_MARKER: Z = SEE DESCRIPTION
 QH0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0284_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0284+STABILITY: SURFACE MOTION
 QH0284
 QH0284  HISTORY     - Date     Condition        Report By
 QH0284  HISTORY     - 1845     MONUMENTED       IBC
 QH0284  HISTORY     - 1967     GOOD             IBC
 QH0284
 QH0284                          STATION DESCRIPTION
 QH0284
 QH0284'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0284'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0284'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0284'THE SURFACE OF THE BASE.
 QH0284
 QH0284                          STATION RECOVERY (1967)
 QH0284
 QH0284'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1967 (HGD)
 QH0284'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0280 ***********************************************************************
 QH0280  DESIGNATION -  MON 407 IBC
 QH0280  PID         -  QH0280
 QH0280  STATE/COUNTY-  ME/FRANKLIN
 QH0280  USGS QUAD   -  MERRILL MOUNTAIN (1970)
 QH0280
 QH0280                         *CURRENT SURVEY CONTROL
 QH0280  ___________________________________________________________________
 QH0280* NAD 83(1996)-  45 28 38.38930(N)    070 41 48.75019(W)     ADJUSTED  
 QH0280* NAVD 88     -       855.     (meters)    2805.     (feet)  SCALED    
 QH0280  ___________________________________________________________________
 QH0280  LAPLACE CORR-           9.58  (seconds)                    DEFLEC99
 QH0280  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 QH0280
 QH0280  HORZ ORDER  -  THIRD
 QH0280
 QH0280.The horizontal coordinates were established by classical geodetic methods
 QH0280.and adjusted by the National Geodetic Survey in March 1998..
 QH0280.No horizontal observational check was made to the station.
 QH0280
 QH0280.The orthometric height was scaled from a topographic map.
 QH0280
 QH0280.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0280
 QH0280.The geoid height was determined by GEOID03.
 QH0280
 QH0280;                    North         East     Units Scale Factor Converg.
 QH0280;SPC ME W     -   293,915.442   858,544.703   MT  0.99998779   -0 22 40.9
 QH0280;UTM  19      - 5,037,378.394   367,375.685   MT  0.99981626   -1 12 36.0
 QH0280
 QH0280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0280!SPC ME W     -   0.99987005  x   0.99998779  =   0.99985784
 QH0280!UTM  19      -   0.99987005  x   0.99981626  =   0.99968633
 QH0280
 QH0280:                Primary Azimuth Mark                     Grid Az
 QH0280:SPC ME W     -  VAN DYKE IBC                             040 32 50.7
 QH0280:UTM  19      -  VAN DYKE IBC                             041 22 45.8
 QH0280
 QH0280|---------------------------------------------------------------------|
 QH0280| PID    Reference Object                     Distance      Geod. Az  |
 QH0280|                                                           dddmmss.s |
 QH0280| QH0273 VAN DYKE IBC                        APPROX. 2.2 KM 0401009.8 |
 QH0280| QH0281 MON 407 ECC IBC                      20.537 METERS 19026     |
 QH0280|---------------------------------------------------------------------|
 QH0280
 QH0280                          SUPERSEDED SURVEY CONTROL
 QH0280
 QH0280  NAD 83(1992)-  45 28 38.38847(N)    070 41 48.74504(W) AD(       ) 3
 QH0280  NAD 83(1992)-  45 28 38.39553(N)    070 41 48.73833(W) AD(       ) 3
 QH0280  NAD 83(1986)-  45 28 38.39072(N)    070 41 48.74711(W) AD(       ) 3
 QH0280  NAD 27      -  45 28 38.22700(N)    070 41 50.48400(W) AD(       ) 3
 QH0280
 QH0280.Superseded values are not recommended for survey control.
 QH0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0280.See file dsdata.txt to determine how the superseded data were derived.
 QH0280
 QH0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL6737637378(NAD 83)
 QH0280_MARKER: Z = SEE DESCRIPTION
 QH0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0280_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0280+STABILITY: SURFACE MOTION
 QH0280
 QH0280  HISTORY     - Date     Condition        Report By
 QH0280  HISTORY     - 1845     MONUMENTED       IBC
 QH0280  HISTORY     - 1967     GOOD             IBC
 QH0280
 QH0280                          STATION DESCRIPTION
 QH0280
 QH0280'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0280'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0280'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0280'THE SURFACE OF THE BASE.
 QH0280
 QH0280                          STATION RECOVERY (1967)
 QH0280
 QH0280'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1967 (HGD)
 QH0280'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0278 ***********************************************************************
 QH0278  DESIGNATION -  MON 408 IBC
 QH0278  PID         -  QH0278
 QH0278  STATE/COUNTY-  ME/FRANKLIN
 QH0278  USGS QUAD   -  MERRILL MOUNTAIN (1970)
 QH0278
 QH0278                         *CURRENT SURVEY CONTROL
 QH0278  ___________________________________________________________________
 QH0278* NAD 83(1996)-  45 27 59.69109(N)    070 41 34.18180(W)     ADJUSTED  
 QH0278* NAVD 88     -       749.     (meters)    2457.     (feet)  SCALED    
 QH0278  ___________________________________________________________________
 QH0278  LAPLACE CORR-          10.40  (seconds)                    DEFLEC99
 QH0278  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 QH0278
 QH0278  HORZ ORDER  -  THIRD
 QH0278
 QH0278.The horizontal coordinates were established by classical geodetic methods
 QH0278.and adjusted by the National Geodetic Survey in March 1998..
 QH0278.No horizontal observational check was made to the station.
 QH0278
 QH0278.The orthometric height was scaled from a topographic map.
 QH0278
 QH0278.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0278
 QH0278.The geoid height was determined by GEOID03.
 QH0278
 QH0278;                    North         East     Units Scale Factor Converg.
 QH0278;SPC ME W     -   292,718.693   858,853.286   MT  0.99998747   -0 22 30.3
 QH0278;UTM  19      - 5,036,177.496   367,666.810   MT  0.99981531   -1 12 24.8
 QH0278
 QH0278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0278!SPC ME W     -   0.99988666  x   0.99998747  =   0.99987413
 QH0278!UTM  19      -   0.99988666  x   0.99981531  =   0.99970199
 QH0278
 QH0278:                Primary Azimuth Mark                     Grid Az
 QH0278:SPC ME W     -  BUMP IBC                                 110 02 57.4
 QH0278:UTM  19      -  BUMP IBC                                 110 52 51.9
 QH0278
 QH0278|---------------------------------------------------------------------|
 QH0278| PID    Reference Object                     Distance      Geod. Az  |
 QH0278|                                                           dddmmss.s |
 QH0278| QH0267 BUMP IBC                            APPROX. 4.0 KM 1094027.1 |
 QH0278| QH0279 MON 408 ECC IBC                      12.307 METERS 31715     |
 QH0278|---------------------------------------------------------------------|
 QH0278
 QH0278                          SUPERSEDED SURVEY CONTROL
 QH0278
 QH0278  NAD 83(1992)-  45 27 59.69009(N)    070 41 34.17672(W) AD(       ) 3
 QH0278  NAD 83(1992)-  45 27 59.69691(N)    070 41 34.17036(W) AD(       ) 3
 QH0278  NAD 83(1986)-  45 27 59.69258(N)    070 41 34.17874(W) AD(       ) 3
 QH0278  NAD 27      -  45 27 59.52600(N)    070 41 35.91600(W) AD(       ) 3
 QH0278
 QH0278.Superseded values are not recommended for survey control.
 QH0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0278.See file dsdata.txt to determine how the superseded data were derived.
 QH0278
 QH0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL6766736177(NAD 83)
 QH0278_MARKER: Z = SEE DESCRIPTION
 QH0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0278_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0278+STABILITY: SURFACE MOTION
 QH0278
 QH0278  HISTORY     - Date     Condition        Report By
 QH0278  HISTORY     - 1845     MONUMENTED       IBC
 QH0278  HISTORY     - 1967     GOOD             IBC
 QH0278
 QH0278                          STATION DESCRIPTION
 QH0278
 QH0278'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0278'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0278'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0278'THE SURFACE OF THE BASE.
 QH0278
 QH0278                          STATION RECOVERY (1967)
 QH0278
 QH0278'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1967 (HGD)
 QH0278'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0295 ***********************************************************************
 QH0295  DESIGNATION -  MON 409 IBC
 QH0295  PID         -  QH0295
 QH0295  STATE/COUNTY-  ME/FRANKLIN
 QH0295  USGS QUAD   -  MERRILL MOUNTAIN (1970)
 QH0295
 QH0295                         *CURRENT SURVEY CONTROL
 QH0295  ___________________________________________________________________
 QH0295* NAD 83(1996)-  45 27 23.94655(N)    070 40 51.43463(W)     ADJUSTED  
 QH0295* NAVD 88     -       714.     (meters)    2343.     (feet)  SCALED    
 QH0295  ___________________________________________________________________
 QH0295  LAPLACE CORR-          11.00  (seconds)                    DEFLEC99
 QH0295  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 QH0295
 QH0295  HORZ ORDER  -  THIRD
 QH0295
 QH0295.The horizontal coordinates were established by classical geodetic methods
 QH0295.and adjusted by the National Geodetic Survey in March 1998..
 QH0295.No horizontal observational check was made to the station.
 QH0295
 QH0295.The orthometric height was scaled from a topographic map.
 QH0295
 QH0295.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0295
 QH0295.The geoid height was determined by GEOID03.
 QH0295
 QH0295;                    North         East     Units Scale Factor Converg.
 QH0295;SPC ME W     -   291,609.199   859,774.809   MT  0.99998655   -0 21 59.6
 QH0295;UTM  19      - 5,035,054.937   368,571.973   MT  0.99981238   -1 11 53.6
 QH0295
 QH0295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0295!SPC ME W     -   0.99989214  x   0.99998655  =   0.99987869
 QH0295!UTM  19      -   0.99989214  x   0.99981238  =   0.99970454
 QH0295
 QH0295|---------------------------------------------------------------------|
 QH0295| PID    Reference Object                     Distance      Geod. Az  |
 QH0295|                                                           dddmmss.s |
 QH0295| QH0294 MON 409 ECC IBC                       1.424 METERS 03812     |
 QH0295| QH0267 BUMP IBC                            APPROX. 2.8 KM 0945029.0 |
 QH0295|---------------------------------------------------------------------|
 QH0295
 QH0295                          SUPERSEDED SURVEY CONTROL
 QH0295
 QH0295  NAD 83(1992)-  45 27 23.94536(N)    070 40 51.42953(W) AD(       ) 3
 QH0295  NAD 83(1992)-  45 27 23.95189(N)    070 40 51.42370(W) AD(       ) 3
 QH0295  NAD 83(1986)-  45 27 23.94770(N)    070 40 51.43185(W) AD(       ) 3
 QH0295  NAD 27      -  45 27 23.78000(N)    070 40 53.15900(W) AD(       ) 3
 QH0295
 QH0295.Superseded values are not recommended for survey control.
 QH0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0295.See file dsdata.txt to determine how the superseded data were derived.
 QH0295
 QH0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL6857235055(NAD 83)
 QH0295_MARKER: Z = SEE DESCRIPTION
 QH0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0295_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0295+STABILITY: SURFACE MOTION
 QH0295
 QH0295  HISTORY     - Date     Condition        Report By
 QH0295  HISTORY     - 1845     MONUMENTED       IBC
 QH0295  HISTORY     - 1941     POOR             IBC
 QH0295  HISTORY     - 1967     SEE DESCRIPTION  IBC
 QH0295
 QH0295                          STATION DESCRIPTION
 QH0295
 QH0295'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0295'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0295'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0295'THE SURFACE OF THE BASE.
 QH0295
 QH0295                          STATION RECOVERY (1941)
 QH0295
 QH0295'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941 (FHB)
 QH0295'FOUND WITH A CAST - IRON POST AND CONCRETE BASE SOLID BUT WITH FOUR
 QH0295'LARGE PIECES OF TOP CRUST OF THE BASE, 3 INCHES THICK AND MADE OF
 QH0295'SOUND CONCRETE, LOOSENED FROM THE MAIN PART OF THE BASE.  THE REPAIRS
 QH0295'CONSISTED OF REMOVING ALL SMALL, LOOSE PIECES OF CONCRETE, BRUSHING
 QH0295'ALL SURFACES WITH A STEEL BRUSH, AND SOAKING THE OLD CONCRETE WITH
 QH0295'WATER.  A THICK LAYER OF RICH CEMENT MORTAR WAS THEN SPREAD ON THE
 QH0295'BASE AND THE FOUR LARGE PIECES OF THE TOP WERE FITTED BACK IN PLACE,
 QH0295'ALL CRACKS BEING SEALED WITH MORTAR.  WOODEN FORMS WERE USED ON
 QH0295'THREE SIDES OF THE TOP OF THE BASE TO CONFINE THE FRESH CONCRETE.
 QH0295
 QH0295                          STATION RECOVERY (1967)
 QH0295
 QH0295'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1967 (HGD)
 QH0295'NEW TOP CONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0268 ***********************************************************************
 QH0268  DESIGNATION -  MON 410 IBC
 QH0268  PID         -  QH0268
 QH0268  STATE/COUNTY-  ME/FRANKLIN
 QH0268  USGS QUAD   -  MERRILL MOUNTAIN (1970)
 QH0268
 QH0268                         *CURRENT SURVEY CONTROL
 QH0268  ___________________________________________________________________
 QH0268* NAD 83(1996)-  45 26 41.88808(N)    070 39 02.87052(W)     ADJUSTED  
 QH0268* NAVD 88     -      1013.     (meters)    3323.     (feet)  SCALED    
 QH0268  ___________________________________________________________________
 QH0268  LAPLACE CORR-          10.60  (seconds)                    DEFLEC99
 QH0268  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 QH0268
 QH0268  HORZ ORDER  -  SECOND
 QH0268
 QH0268.The horizontal coordinates were established by classical geodetic methods
 QH0268.and adjusted by the National Geodetic Survey in March 1998..
 QH0268
 QH0268.The orthometric height was scaled from a topographic map.
 QH0268
 QH0268.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0268
 QH0268.The geoid height was determined by GEOID03.
 QH0268
 QH0268;                    North         East     Units Scale Factor Converg.
 QH0268;SPC ME W     -   290,296.150   862,125.707   MT  0.99998430   -0 20 41.9
 QH0268;UTM  19      - 5,033,708.145   370,903.155   MT  0.99980491   -1 10 35.3
 QH0268
 QH0268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0268!SPC ME W     -   0.99984525  x   0.99998430  =   0.99982955
 QH0268!UTM  19      -   0.99984525  x   0.99980491  =   0.99965019
 QH0268
 QH0268:                Primary Azimuth Mark                     Grid Az
 QH0268:SPC ME W     -  SOUTH IBC                                323 34 17.0
 QH0268:UTM  19      -  SOUTH IBC                                324 24 10.4
 QH0268
 QH0268|---------------------------------------------------------------------|
 QH0268| PID    Reference Object                     Distance      Geod. Az  |
 QH0268|                                                           dddmmss.s |
 QH0268| QH0274 SOUTH IBC                           APPROX. 3.9 KM 3231335.1 |
 QH0268|---------------------------------------------------------------------|
 QH0268
 QH0268                          SUPERSEDED SURVEY CONTROL
 QH0268
 QH0268  NAD 83(1992)-  45 26 41.88659(N)    070 39 02.86506(W) AD(       ) 2
 QH0268  NAD 83(1992)-  45 26 41.89249(N)    070 39 02.85928(W) AD(       ) 2
 QH0268  NAD 83(1986)-  45 26 41.88861(N)    070 39 02.86778(W) AD(       ) 2
 QH0268  NAD 27      -  45 26 41.71900(N)    070 39 04.60900(W) AD(       ) 2
 QH0268
 QH0268.Superseded values are not recommended for survey control.
 QH0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0268.See file dsdata.txt to determine how the superseded data were derived.
 QH0268
 QH0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL7090333708(NAD 83)
 QH0268_MARKER: Z = SEE DESCRIPTION
 QH0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0268_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0268+STABILITY: SURFACE MOTION
 QH0268
 QH0268  HISTORY     - Date     Condition        Report By
 QH0268  HISTORY     - 1845     MONUMENTED       IBC
 QH0268  HISTORY     - 1967     GOOD             IBC
 QH0268  HISTORY     - 20060715 GOOD             GEOCAC
 QH0268
 QH0268                          STATION DESCRIPTION
 QH0268
 QH0268'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0268'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0268'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0268'THE SURFACE OF THE BASE.
 QH0268
 QH0268                          STATION RECOVERY (1967)
 QH0268
 QH0268'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1967 (HGD)
 QH0268'STATION RECOVERED IN GOOD CONDITION.
 QH0268
 QH0268                          STATION RECOVERY (2006)
 QH0268
 QH0268'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 QH0268'THE STATION WAS FOUND IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0265 ***********************************************************************
 QH0265  DESIGNATION -  MON 411 IBC
 QH0265  PID         -  QH0265
 QH0265  STATE/COUNTY-  ME/FRANKLIN
 QH0265  USGS QUAD   -  MERRILL MOUNTAIN (1970)
 QH0265
 QH0265                         *CURRENT SURVEY CONTROL
 QH0265  ___________________________________________________________________
 QH0265* NAD 83(1996)-  45 25 42.74780(N)    070 38 12.84333(W)     ADJUSTED  
 QH0265* NAVD 88     -      1092.     (meters)    3583.     (feet)  SCALED    
 QH0265  ___________________________________________________________________
 QH0265  LAPLACE CORR-           9.39  (seconds)                    DEFLEC99
 QH0265  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 QH0265
 QH0265  HORZ ORDER  -  SECOND
 QH0265
 QH0265.The horizontal coordinates were established by classical geodetic methods
 QH0265.and adjusted by the National Geodetic Survey in March 1998..
 QH0265
 QH0265.The orthometric height was scaled from a topographic map.
 QH0265
 QH0265.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0265
 QH0265.The geoid height was determined by GEOID03.
 QH0265
 QH0265;                    North         East     Units Scale Factor Converg.
 QH0265;SPC ME W     -   288,463.963   863,202.171   MT  0.99998331   -0 20 06.0
 QH0265;UTM  19      - 5,031,860.865   371,952.731   MT  0.99980159   -1 09 58.5
 QH0265
 QH0265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0265!SPC ME W     -   0.99983286  x   0.99998331  =   0.99981617
 QH0265!UTM  19      -   0.99983286  x   0.99980159  =   0.99963448
 QH0265
 QH0265:                Primary Azimuth Mark                     Grid Az
 QH0265:SPC ME W     -  MON 410 IBC                              329 33 52.1
 QH0265:UTM  19      -  MON 410 IBC                              330 23 44.6
 QH0265
 QH0265|---------------------------------------------------------------------|
 QH0265| PID    Reference Object                     Distance      Geod. Az  |
 QH0265|                                                           dddmmss.s |
 QH0265| QH0268 MON 410 IBC                         APPROX. 2.1 KM 3291346.1 |
 QH0265|---------------------------------------------------------------------|
 QH0265
 QH0265                          SUPERSEDED SURVEY CONTROL
 QH0265
 QH0265  NAD 83(1992)-  45 25 42.74606(N)    070 38 12.83787(W) AD(       ) 2
 QH0265  NAD 83(1992)-  45 25 42.75185(N)    070 38 12.83263(W) AD(       ) 2
 QH0265  NAD 83(1986)-  45 25 42.74829(N)    070 38 12.84116(W) AD(       ) 2
 QH0265  NAD 27      -  45 25 42.57500(N)    070 38 14.58400(W) AD(       ) 2
 QH0265
 QH0265.Superseded values are not recommended for survey control.
 QH0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0265.See file dsdata.txt to determine how the superseded data were derived.
 QH0265
 QH0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL7195331861(NAD 83)
 QH0265_MARKER: Z = SEE DESCRIPTION
 QH0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0265_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0265+STABILITY: SURFACE MOTION
 QH0265
 QH0265  HISTORY     - Date     Condition        Report By
 QH0265  HISTORY     - 1845     MONUMENTED       IBC
 QH0265  HISTORY     - 1967     GOOD             IBC
 QH0265  HISTORY     - 20060715 GOOD             GEOCAC
 QH0265
 QH0265                          STATION DESCRIPTION
 QH0265
 QH0265'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0265'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0265'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0265'THE SURFACE OF THE BASE.
 QH0265
 QH0265                          STATION RECOVERY (1967)
 QH0265
 QH0265'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1967 (HGD)
 QH0265'STATION RECOVERED IN GOOD CONDITION.
 QH0265
 QH0265                          STATION RECOVERY (2006)
 QH0265
 QH0265'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 QH0265'THE STATION WAS FOUND IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0259 ***********************************************************************
 QH0259  DESIGNATION -  MON 412 IBC
 QH0259  PID         -  QH0259
 QH0259  STATE/COUNTY-  ME/FRANKLIN
 QH0259  USGS QUAD   -  MERRILL MOUNTAIN (1970)
 QH0259
 QH0259                         *CURRENT SURVEY CONTROL
 QH0259  ___________________________________________________________________
 QH0259* NAD 83(1996)-  45 25 21.18792(N)    070 37 40.42811(W)     ADJUSTED  
 QH0259* NAVD 88     -       944.     (meters)    3097.     (feet)  SCALED    
 QH0259  ___________________________________________________________________
 QH0259  LAPLACE CORR-           7.86  (seconds)                    DEFLEC99
 QH0259  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 QH0259
 QH0259  HORZ ORDER  -  THIRD
 QH0259
 QH0259.The horizontal coordinates were established by classical geodetic methods
 QH0259.and adjusted by the National Geodetic Survey in March 1998..
 QH0259.No horizontal observational check was made to the station.
 QH0259
 QH0259.The orthometric height was scaled from a topographic map.
 QH0259
 QH0259.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0259
 QH0259.The geoid height was determined by GEOID03.
 QH0259
 QH0259;                    North         East     Units Scale Factor Converg.
 QH0259;SPC ME W     -   287,794.303   863,902.973   MT  0.99998268   -0 19 42.7
 QH0259;UTM  19      - 5,031,181.233   372,643.619   MT  0.99979942   -1 09 35.0
 QH0259
 QH0259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0259!SPC ME W     -   0.99985605  x   0.99998268  =   0.99983873
 QH0259!UTM  19      -   0.99985605  x   0.99979942  =   0.99965550
 QH0259
 QH0259:                Primary Azimuth Mark                     Grid Az
 QH0259:SPC ME W     -  KIBBY IBC                                094 00 09.4
 QH0259:UTM  19      -  KIBBY IBC                                094 50 01.7
 QH0259
 QH0259|---------------------------------------------------------------------|
 QH0259| PID    Reference Object                     Distance      Geod. Az  |
 QH0259|                                                           dddmmss.s |
 QH0259| QH0255 KIBBY IBC                           APPROX. 6.6 KM 0934026.7 |
 QH0259| QH0257 MON 412 ECC FLAG IBC                 56.828 METERS 11425     |
 QH0259|---------------------------------------------------------------------|
 QH0259
 QH0259                          SUPERSEDED SURVEY CONTROL
 QH0259
 QH0259  NAD 83(1992)-  45 25 21.18607(N)    070 37 40.42262(W) AD(       ) 3
 QH0259  NAD 83(1992)-  45 25 21.19177(N)    070 37 40.41760(W) AD(       ) 3
 QH0259  NAD 83(1986)-  45 25 21.18833(N)    070 37 40.42617(W) AD(       ) 3
 QH0259  NAD 27      -  45 25 21.01200(N)    070 37 42.17100(W) AD(       ) 3
 QH0259
 QH0259.Superseded values are not recommended for survey control.
 QH0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0259.See file dsdata.txt to determine how the superseded data were derived.
 QH0259
 QH0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL7264431181(NAD 83)
 QH0259_MARKER: Z = SEE DESCRIPTION
 QH0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0259_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0259+STABILITY: SURFACE MOTION
 QH0259
 QH0259  HISTORY     - Date     Condition        Report By
 QH0259  HISTORY     - 1845     MONUMENTED       IBC
 QH0259  HISTORY     - 1967     GOOD             IBC
 QH0259
 QH0259                          STATION DESCRIPTION
 QH0259
 QH0259'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0259'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0259'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0259'THE SURFACE OF THE BASE.
 QH0259
 QH0259                          STATION RECOVERY (1967)
 QH0259
 QH0259'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1967 (HGD)
 QH0259'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0261 ***********************************************************************
 QH0261  DESIGNATION -  MON 413 IBC
 QH0261  PID         -  QH0261
 QH0261  STATE/COUNTY-  ME/FRANKLIN
 QH0261  USGS QUAD   -  MERRILL MOUNTAIN (1970)
 QH0261
 QH0261                         *CURRENT SURVEY CONTROL
 QH0261  ___________________________________________________________________
 QH0261* NAD 83(1996)-  45 24 36.91474(N)    070 38 03.59627(W)     ADJUSTED  
 QH0261* NAVD 88     -       912.     (meters)    2992.     (feet)  SCALED    
 QH0261  ___________________________________________________________________
 QH0261  LAPLACE CORR-           9.54  (seconds)                    DEFLEC99
 QH0261  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 QH0261
 QH0261  HORZ ORDER  -  THIRD
 QH0261
 QH0261.The horizontal coordinates were established by classical geodetic methods
 QH0261.and adjusted by the National Geodetic Survey in March 1998..
 QH0261.No horizontal observational check was made to the station.
 QH0261
 QH0261.The orthometric height was scaled from a topographic map.
 QH0261
 QH0261.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0261
 QH0261.The geoid height was determined by GEOID03.
 QH0261
 QH0261;                    North         East     Units Scale Factor Converg.
 QH0261;SPC ME W     -   286,430.447   863,391.361   MT  0.99998314   -0 19 59.0
 QH0261;UTM  19      - 5,029,825.189   372,112.376   MT  0.99980109   -1 09 50.6
 QH0261
 QH0261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0261!SPC ME W     -   0.99986106  x   0.99998314  =   0.99984421
 QH0261!UTM  19      -   0.99986106  x   0.99980109  =   0.99966218
 QH0261
 QH0261|---------------------------------------------------------------------|
 QH0261| PID    Reference Object                     Distance      Geod. Az  |
 QH0261|                                                           dddmmss.s |
 QH0261| QH0262 MON 413 ECC IBC                      12.657 METERS 18124     |
 QH0261| QH0270 SADDLE IBC                          APPROX. 4.1 KM 2102425.1 |
 QH0261|---------------------------------------------------------------------|
 QH0261
 QH0261                          SUPERSEDED SURVEY CONTROL
 QH0261
 QH0261  NAD 83(1992)-  45 24 36.91288(N)    070 38 03.59100(W) AD(       ) 3
 QH0261  NAD 83(1992)-  45 24 36.91912(N)    070 38 03.58638(W) AD(       ) 3
 QH0261  NAD 83(1986)-  45 24 36.91586(N)    070 38 03.59465(W) AD(       ) 3
 QH0261  NAD 27      -  45 24 36.74200(N)    070 38 05.34100(W) AD(       ) 3
 QH0261
 QH0261.Superseded values are not recommended for survey control.
 QH0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0261.See file dsdata.txt to determine how the superseded data were derived.
 QH0261
 QH0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL7211229825(NAD 83)
 QH0261_MARKER: Z = SEE DESCRIPTION
 QH0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0261_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0261+STABILITY: SURFACE MOTION
 QH0261
 QH0261  HISTORY     - Date     Condition        Report By
 QH0261  HISTORY     - 1845     MONUMENTED       IBC
 QH0261  HISTORY     - 1967     GOOD             IBC
 QH0261
 QH0261                          STATION DESCRIPTION
 QH0261
 QH0261'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0261'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0261'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0261'THE SURFACE OF THE BASE.
 QH0261
 QH0261                          STATION RECOVERY (1967)
 QH0261
 QH0261'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1967 (HGD)
 QH0261'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0253 ***********************************************************************
 QH0253  DESIGNATION -  MON 414 IBC
 QH0253  PID         -  QH0253
 QH0253  STATE/COUNTY-  ME/FRANKLIN
 QH0253  USGS QUAD   -  KIBBY MOUNTAIN (1970)
 QH0253
 QH0253                         *CURRENT SURVEY CONTROL
 QH0253  ___________________________________________________________________
 QH0253* NAD 83(1996)-  45 24 08.76675(N)    070 37 17.20077(W)     ADJUSTED  
 QH0253* NAVD 88     -      1079.     (meters)    3540.     (feet)  SCALED    
 QH0253  ___________________________________________________________________
 QH0253  LAPLACE CORR-           7.55  (seconds)                    DEFLEC99
 QH0253  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 QH0253
 QH0253  HORZ ORDER  -  THIRD
 QH0253
 QH0253.The horizontal coordinates were established by classical geodetic methods
 QH0253.and adjusted by the National Geodetic Survey in March 1998..
 QH0253.No horizontal observational check was made to the station.
 QH0253
 QH0253.The orthometric height was scaled from a topographic map.
 QH0253
 QH0253.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0253
 QH0253.The geoid height was determined by GEOID03.
 QH0253
 QH0253;                    North         East     Units Scale Factor Converg.
 QH0253;SPC ME W     -   285,555.704   864,395.287   MT  0.99998225   -0 19 25.8
 QH0253;UTM  19      - 5,028,936.142   373,103.329   MT  0.99979799   -1 09 17.0
 QH0253
 QH0253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0253!SPC ME W     -   0.99983488  x   0.99998225  =   0.99981713
 QH0253!UTM  19      -   0.99983488  x   0.99979799  =   0.99963291
 QH0253
 QH0253|---------------------------------------------------------------------|
 QH0253| PID    Reference Object                     Distance      Geod. Az  |
 QH0253|                                                           dddmmss.s |
 QH0253| QH0252 MON 414 ECC FLAG IBC                  7.388 METERS 11234     |
 QH0253| QH0265 MON 411 IBC                         APPROX. 3.1 KM 3372212.5 |
 QH0253|---------------------------------------------------------------------|
 QH0253
 QH0253                          SUPERSEDED SURVEY CONTROL
 QH0253
 QH0253  NAD 83(1992)-  45 24 08.76478(N)    070 37 17.19546(W) AD(       ) 3
 QH0253  NAD 83(1992)-  45 24 08.77092(N)    070 37 17.19117(W) AD(       ) 3
 QH0253  NAD 83(1986)-  45 24 08.76787(N)    070 37 17.19962(W) AD(       ) 3
 QH0253  NAD 27      -  45 24 08.59300(N)    070 37 18.94400(W) AD(       ) 3
 QH0253
 QH0253.Superseded values are not recommended for survey control.
 QH0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0253.See file dsdata.txt to determine how the superseded data were derived.
 QH0253
 QH0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL7310328936(NAD 83)
 QH0253_MARKER: Z = SEE DESCRIPTION
 QH0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0253_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0253+STABILITY: SURFACE MOTION
 QH0253
 QH0253  HISTORY     - Date     Condition        Report By
 QH0253  HISTORY     - 1845     MONUMENTED       IBC
 QH0253  HISTORY     - 1967     SEE DESCRIPTION  IBC
 QH0253
 QH0253                          STATION DESCRIPTION
 QH0253
 QH0253'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0253'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0253'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0253'THE SURFACE OF THE BASE.
 QH0253
 QH0253                          STATION RECOVERY (1967)
 QH0253
 QH0253'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1967 (HGD)
 QH0253'NEW TOP CONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0263 ***********************************************************************
 QH0263  DESIGNATION -  MON 415 IBC
 QH0263  PID         -  QH0263
 QH0263  STATE/COUNTY-  ME/FRANKLIN
 QH0263  USGS QUAD   -  MERRILL MOUNTAIN (1970)
 QH0263
 QH0263                         *CURRENT SURVEY CONTROL
 QH0263  ___________________________________________________________________
 QH0263* NAD 83(1996)-  45 22 57.24818(N)    070 38 11.17877(W)     ADJUSTED  
 QH0263* NAVD 88     -       902.     (meters)    2959.     (feet)  SCALED    
 QH0263  ___________________________________________________________________
 QH0263  LAPLACE CORR-           8.21  (seconds)                    DEFLEC99
 QH0263  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 QH0263
 QH0263  HORZ ORDER  -  THIRD
 QH0263
 QH0263.The horizontal coordinates were established by classical geodetic methods
 QH0263.and adjusted by the National Geodetic Survey in March 1998..
 QH0263.No horizontal observational check was made to the station.
 QH0263
 QH0263.The orthometric height was scaled from a topographic map.
 QH0263
 QH0263.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0263
 QH0263.The geoid height was determined by GEOID03.
 QH0263
 QH0263;                    North         East     Units Scale Factor Converg.
 QH0263;SPC ME W     -   283,354.596   863,208.524   MT  0.99998330   -0 20 03.8
 QH0263;UTM  19      - 5,026,752.871   371,885.000   MT  0.99980181   -1 09 54.0
 QH0263
 QH0263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0263!SPC ME W     -   0.99986263  x   0.99998330  =   0.99984593
 QH0263!UTM  19      -   0.99986263  x   0.99980181  =   0.99966447
 QH0263
 QH0263|---------------------------------------------------------------------|
 QH0263| PID    Reference Object                     Distance      Geod. Az  |
 QH0263|                                                           dddmmss.s |
 QH0263| QH0264 MON 415 ECC IBC                      38.490 METERS 24000     |
 QH0263| QH0270 SADDLE IBC                          APPROX. 2.0 KM 2555541.0 |
 QH0263|---------------------------------------------------------------------|
 QH0263
 QH0263                          SUPERSEDED SURVEY CONTROL
 QH0263
 QH0263  NAD 83(1992)-  45 22 57.24617(N)    070 38 11.17377(W) AD(       ) 3
 QH0263  NAD 83(1992)-  45 22 57.25253(N)    070 38 11.16986(W) AD(       ) 3
 QH0263  NAD 83(1986)-  45 22 57.24964(N)    070 38 11.17780(W) AD(       ) 3
 QH0263  NAD 27      -  45 22 57.07200(N)    070 38 12.92900(W) AD(       ) 3
 QH0263
 QH0263.Superseded values are not recommended for survey control.
 QH0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0263.See file dsdata.txt to determine how the superseded data were derived.
 QH0263
 QH0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL7188526753(NAD 83)
 QH0263_MARKER: Z = SEE DESCRIPTION
 QH0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0263_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0263+STABILITY: SURFACE MOTION
 QH0263
 QH0263  HISTORY     - Date     Condition        Report By
 QH0263  HISTORY     - 1845     MONUMENTED       IBC
 QH0263  HISTORY     - 1967     SEE DESCRIPTION  IBC
 QH0263
 QH0263                          STATION DESCRIPTION
 QH0263
 QH0263'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0263'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0263'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0263'THE SURFACE OF THE BASE.
 QH0263
 QH0263                          STATION RECOVERY (1967)
 QH0263
 QH0263'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1967 (HGD)
 QH0263'NEW TOP CONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0292 ***********************************************************************
 QH0292  DESIGNATION -  MON 416 IBC
 QH0292  PID         -  QH0292
 QH0292  STATE/COUNTY-  ME/FRANKLIN
 QH0292  USGS QUAD   -  MERRILL MOUNTAIN (1970)
 QH0292
 QH0292                         *CURRENT SURVEY CONTROL
 QH0292  ___________________________________________________________________
 QH0292* NAD 83(1996)-  45 22 40.57867(N)    070 38 54.70002(W)     ADJUSTED  
 QH0292* NAVD 88     -       713.     (meters)    2339.     (feet)  SCALED    
 QH0292  ___________________________________________________________________
 QH0292  LAPLACE CORR-           9.28  (seconds)                    DEFLEC99
 QH0292  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 QH0292
 QH0292  HORZ ORDER  -  THIRD
 QH0292
 QH0292.The horizontal coordinates were established by classical geodetic methods
 QH0292.and adjusted by the National Geodetic Survey in March 1998..
 QH0292.No horizontal observational check was made to the station.
 QH0292
 QH0292.The orthometric height was scaled from a topographic map.
 QH0292
 QH0292.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0292
 QH0292.The geoid height was determined by GEOID03.
 QH0292
 QH0292;                    North         East     Units Scale Factor Converg.
 QH0292;SPC ME W     -   282,845.589   862,258.641   MT  0.99998417   -0 20 34.7
 QH0292;UTM  19      - 5,026,257.776   370,928.012   MT  0.99980483   -1 10 24.6
 QH0292
 QH0292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0292!SPC ME W     -   0.99989226  x   0.99998417  =   0.99987643
 QH0292!UTM  19      -   0.99989226  x   0.99980483  =   0.99969711
 QH0292
 QH0292:                Primary Azimuth Mark                     Grid Az
 QH0292:SPC ME W     -  SADDLE IBC                               272 13 53.0
 QH0292:UTM  19      -  SADDLE IBC                               273 03 42.9
 QH0292
 QH0292|---------------------------------------------------------------------|
 QH0292| PID    Reference Object                     Distance      Geod. Az  |
 QH0292|                                                           dddmmss.s |
 QH0292| QH0270 SADDLE IBC                          APPROX. 1.0 KM 2715318.3 |
 QH0292| QH0293 MON 416 ECC IBC                       8.367 METERS 32309     |
 QH0292|---------------------------------------------------------------------|
 QH0292
 QH0292                          SUPERSEDED SURVEY CONTROL
 QH0292
 QH0292  NAD 83(1992)-  45 22 40.57667(N)    070 38 54.69516(W) AD(       ) 3
 QH0292  NAD 83(1992)-  45 22 40.58321(N)    070 38 54.69126(W) AD(       ) 3
 QH0292  NAD 83(1986)-  45 22 40.58027(N)    070 38 54.69892(W) AD(       ) 3
 QH0292  NAD 27      -  45 22 40.40200(N)    070 38 56.44900(W) AD(       ) 3
 QH0292
 QH0292.Superseded values are not recommended for survey control.
 QH0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0292.See file dsdata.txt to determine how the superseded data were derived.
 QH0292
 QH0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL7092826258(NAD 83)
 QH0292_MARKER: Z = SEE DESCRIPTION
 QH0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0292_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0292+STABILITY: SURFACE MOTION
 QH0292
 QH0292  HISTORY     - Date     Condition        Report By
 QH0292  HISTORY     - 1845     MONUMENTED       IBC
 QH0292  HISTORY     - 1941     POOR             IBC
 QH0292  HISTORY     - 1967     POOR             IBC
 QH0292  HISTORY     - 1975     GOOD             IBC
 QH0292
 QH0292                          STATION DESCRIPTION
 QH0292
 QH0292'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0292'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0292'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0292'THE SURFACE OF THE BASE.
 QH0292
 QH0292                          STATION RECOVERY (1941)
 QH0292
 QH0292'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941 (FHB)
 QH0292'FOUND WITH THREE CRACKS ACROSS THE TOP OF THE CONCRETE BASE.  THE
 QH0292'REPAIRS CONSISTED OF FILLING THESE CRACKS WITH CEMENT MORTAR.
 QH0292
 QH0292                          STATION RECOVERY (1967)
 QH0292
 QH0292'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1967 (HGD)
 QH0292'NEW TOP CONSTRUCTED.
 QH0292
 QH0292                          STATION RECOVERY (1975)
 QH0292
 QH0292'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (HGD)
 QH0292'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0269 ***********************************************************************
 QH0269  DESIGNATION -  MON 417 IBC
 QH0269  PID         -  QH0269
 QH0269  STATE/COUNTY-  ME/FRANKLIN
 QH0269  USGS QUAD   -  MERRILL MOUNTAIN (1970)
 QH0269
 QH0269                         *CURRENT SURVEY CONTROL
 QH0269  ___________________________________________________________________
 QH0269* NAD 83(1996)-  45 22 42.08468(N)    070 39 38.99015(W)     ADJUSTED  
 QH0269* NAVD 88     -      1013.     (meters)    3323.     (feet)  SCALED    
 QH0269  ___________________________________________________________________
 QH0269  LAPLACE CORR-          10.59  (seconds)                    DEFLEC99
 QH0269  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 QH0269
 QH0269  HORZ ORDER  -  THIRD
 QH0269
 QH0269.The horizontal coordinates were established by classical geodetic methods
 QH0269.and adjusted by the National Geodetic Survey in March 1998..
 QH0269.No horizontal observational check was made to the station.
 QH0269
 QH0269.The orthometric height was scaled from a topographic map.
 QH0269
 QH0269.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0269
 QH0269.The geoid height was determined by GEOID03.
 QH0269
 QH0269;                    North         East     Units Scale Factor Converg.
 QH0269;SPC ME W     -   282,897.923   861,295.320   MT  0.99998508   -0 21 06.2
 QH0269;UTM  19      - 5,026,324.056   369,965.721   MT  0.99980790   -1 10 56.2
 QH0269
 QH0269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0269!SPC ME W     -   0.99984524  x   0.99998508  =   0.99983033
 QH0269!UTM  19      -   0.99984524  x   0.99980790  =   0.99965317
 QH0269
 QH0269                          SUPERSEDED SURVEY CONTROL
 QH0269
 QH0269  NAD 83(1992)-  45 22 42.08277(N)    070 39 38.98531(W) AD(       ) 3
 QH0269  NAD 83(1992)-  45 22 42.08942(N)    070 39 38.98133(W) AD(       ) 3
 QH0269  NAD 83(1986)-  45 22 42.08645(N)    070 39 38.98892(W) AD(       ) 3
 QH0269  NAD 27      -  45 22 41.90900(N)    070 39 40.73700(W) AD(       ) 3
 QH0269
 QH0269.Superseded values are not recommended for survey control.
 QH0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0269.See file dsdata.txt to determine how the superseded data were derived.
 QH0269
 QH0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL6996626324(NAD 83)
 QH0269_MARKER: Z = SEE DESCRIPTION
 QH0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0269_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0269+STABILITY: SURFACE MOTION
 QH0269
 QH0269  HISTORY     - Date     Condition        Report By
 QH0269  HISTORY     - 1845     MONUMENTED       IBC
 QH0269  HISTORY     - 1975     GOOD             IBC
 QH0269
 QH0269                          STATION DESCRIPTION
 QH0269
 QH0269'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0269'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0269'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0269'THE SURFACE OF THE BASE.
 QH0269
 QH0269                          STATION RECOVERY (1975)
 QH0269
 QH0269'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (HGD)
 QH0269'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0272 ***********************************************************************
 QH0272  DESIGNATION -  MON 418 IBC
 QH0272  PID         -  QH0272
 QH0272  STATE/COUNTY-  ME/FRANKLIN
 QH0272  USGS QUAD   -  MERRILL MOUNTAIN (1970)
 QH0272
 QH0272                         *CURRENT SURVEY CONTROL
 QH0272  ___________________________________________________________________
 QH0272* NAD 83(1996)-  45 23 10.98542(N)    070 39 42.77126(W)     ADJUSTED  
 QH0272* NAVD 88     -       924.     (meters)    3031.     (feet)  SCALED    
 QH0272  ___________________________________________________________________
 QH0272  LAPLACE CORR-          11.27  (seconds)                    DEFLEC99
 QH0272  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 QH0272
 QH0272  HORZ ORDER  -  THIRD
 QH0272
 QH0272.The horizontal coordinates were established by classical geodetic methods
 QH0272.and adjusted by the National Geodetic Survey in March 1998..
 QH0272
 QH0272.The orthometric height was scaled from a topographic map.
 QH0272
 QH0272.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0272
 QH0272.The geoid height was determined by GEOID03.
 QH0272
 QH0272;                    North         East     Units Scale Factor Converg.
 QH0272;SPC ME W     -   283,790.623   861,218.545   MT  0.99998515   -0 21 09.1
 QH0272;UTM  19      - 5,027,217.617   369,901.907   MT  0.99980810   -1 10 59.5
 QH0272
 QH0272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0272!SPC ME W     -   0.99985920  x   0.99998515  =   0.99984435
 QH0272!UTM  19      -   0.99985920  x   0.99980810  =   0.99966732
 QH0272
 QH0272|---------------------------------------------------------------------|
 QH0272| PID    Reference Object                     Distance      Geod. Az  |
 QH0272|                                                           dddmmss.s |
 QH0272| QH0271 BACK IBC                             22.647 METERS 09726     |
 QH0272| QH0270 SADDLE IBC                          APPROX. 0.9 KM 1753826.1 |
 QH0272|---------------------------------------------------------------------|
 QH0272
 QH0272                          SUPERSEDED SURVEY CONTROL
 QH0272
 QH0272  NAD 83(1992)-  45 23 10.98355(N)    070 39 42.76638(W) AD(       ) 3
 QH0272  NAD 83(1992)-  45 23 10.99018(N)    070 39 42.76219(W) AD(       ) 3
 QH0272  NAD 83(1986)-  45 23 10.98709(N)    070 39 42.76986(W) AD(       ) 3
 QH0272  NAD 27      -  45 23 10.81100(N)    070 39 44.51600(W) AD(       ) 3
 QH0272
 QH0272.Superseded values are not recommended for survey control.
 QH0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0272.See file dsdata.txt to determine how the superseded data were derived.
 QH0272
 QH0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL6990227218(NAD 83)
 QH0272_MARKER: Z = SEE DESCRIPTION
 QH0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0272_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0272+STABILITY: SURFACE MOTION
 QH0272
 QH0272  HISTORY     - Date     Condition        Report By
 QH0272  HISTORY     - 1845     MONUMENTED       IBC
 QH0272  HISTORY     - 1975     GOOD             IBC
 QH0272
 QH0272                          STATION DESCRIPTION
 QH0272
 QH0272'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0272'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0272'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0272'THE SURFACE OF THE BASE.
 QH0272
 QH0272                          STATION RECOVERY (1975)
 QH0272
 QH0272'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (HGD)
 QH0272'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0275 ***********************************************************************
 QH0275  DESIGNATION -  MON 419 IBC
 QH0275  PID         -  QH0275
 QH0275  STATE/COUNTY-  ME/FRANKLIN
 QH0275  USGS QUAD   -  MERRILL MOUNTAIN (1970)
 QH0275
 QH0275                         *CURRENT SURVEY CONTROL
 QH0275  ___________________________________________________________________
 QH0275* NAD 83(1996)-  45 23 41.53795(N)    070 41 03.14173(W)     ADJUSTED  
 QH0275* NAVD 88     -       520.     (meters)    1706.     (feet)  SCALED    
 QH0275  ___________________________________________________________________
 QH0275  LAPLACE CORR-          10.79  (seconds)                    DEFLEC99
 QH0275  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 QH0275
 QH0275  HORZ ORDER  -  THIRD
 QH0275
 QH0275.The horizontal coordinates were established by classical geodetic methods
 QH0275.and adjusted by the National Geodetic Survey in March 1998..
 QH0275.No horizontal observational check was made to the station.
 QH0275
 QH0275.The orthometric height was scaled from a topographic map.
 QH0275
 QH0275.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0275
 QH0275.The geoid height was determined by GEOID03.
 QH0275
 QH0275;                    North         East     Units Scale Factor Converg.
 QH0275;SPC ME W     -   284,744.810   859,476.275   MT  0.99998685   -0 22 06.5
 QH0275;UTM  19      - 5,028,196.792   368,173.956   MT  0.99981367   -1 11 57.4
 QH0275
 QH0275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0275!SPC ME W     -   0.99992254  x   0.99998685  =   0.99990939
 QH0275!UTM  19      -   0.99992254  x   0.99981367  =   0.99973622
 QH0275
 QH0275:                Primary Azimuth Mark                     Grid Az
 QH0275:SPC ME W     -  SADDLE IBC                               135 51 54.3
 QH0275:UTM  19      -  SADDLE IBC                               136 41 45.2
 QH0275
 QH0275|---------------------------------------------------------------------|
 QH0275| PID    Reference Object                     Distance      Geod. Az  |
 QH0275|                                                           dddmmss.s |
 QH0275| QH0270 SADDLE IBC                          APPROX. 2.6 KM 1352947.8 |
 QH0275| QH0276 MON 419 ECC IBC                      15.475 METERS 30200     |
 QH0275|---------------------------------------------------------------------|
 QH0275
 QH0275                          SUPERSEDED SURVEY CONTROL
 QH0275
 QH0275  NAD 83(1992)-  45 23 41.53632(N)    070 41 03.13715(W) AD(       ) 3
 QH0275  NAD 83(1992)-  45 23 41.54319(N)    070 41 03.13278(W) AD(       ) 3
 QH0275  NAD 83(1986)-  45 23 41.53974(N)    070 41 03.13996(W) AD(       ) 3
 QH0275  NAD 27      -  45 23 41.36400(N)    070 41 04.88400(W) AD(       ) 3
 QH0275
 QH0275.Superseded values are not recommended for survey control.
 QH0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0275.See file dsdata.txt to determine how the superseded data were derived.
 QH0275
 QH0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL6817428197(NAD 83)
 QH0275_MARKER: Z = SEE DESCRIPTION
 QH0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0275_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0275+STABILITY: SURFACE MOTION
 QH0275
 QH0275  HISTORY     - Date     Condition        Report By
 QH0275  HISTORY     - 1845     MONUMENTED       IBC
 QH0275  HISTORY     - 1975     GOOD             IBC
 QH0275
 QH0275                          STATION DESCRIPTION
 QH0275
 QH0275'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0275'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0275'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0275'THE SURFACE OF THE BASE.
 QH0275
 QH0275                          STATION RECOVERY (1975)
 QH0275
 QH0275'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (HGD)
 QH0275'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0283 ***********************************************************************
 QH0283  DESIGNATION -  MON 420 IBC
 QH0283  PID         -  QH0283
 QH0283  STATE/COUNTY-  ME/FRANKLIN
 QH0283  USGS QUAD   -  MERRILL MOUNTAIN (1970)
 QH0283
 QH0283                         *CURRENT SURVEY CONTROL
 QH0283  ___________________________________________________________________
 QH0283* NAD 83(1996)-  45 23 36.65563(N)    070 42 09.80875(W)     ADJUSTED  
 QH0283* NAVD 88     -       460.     (meters)    1509.     (feet)  SCALED    
 QH0283  ___________________________________________________________________
 QH0283  LAPLACE CORR-           8.66  (seconds)                    DEFLEC99
 QH0283  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 QH0283
 QH0283  HORZ ORDER  -  THIRD
 QH0283
 QH0283.The horizontal coordinates were established by classical geodetic methods
 QH0283.and adjusted by the National Geodetic Survey in March 1998..
 QH0283.No horizontal observational check was made to the station.
 QH0283
 QH0283.The orthometric height was scaled from a topographic map.
 QH0283
 QH0283.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0283
 QH0283.The geoid height was determined by GEOID03.
 QH0283
 QH0283;                    North         East     Units Scale Factor Converg.
 QH0283;SPC ME W     -   284,603.580   858,025.249   MT  0.99998832   -0 22 53.9
 QH0283;UTM  19      - 5,028,076.637   366,721.285   MT  0.99981840   -1 12 44.7
 QH0283
 QH0283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0283!SPC ME W     -   0.99993195  x   0.99998832  =   0.99992028
 QH0283!UTM  19      -   0.99993195  x   0.99981840  =   0.99975037
 QH0283
 QH0283|---------------------------------------------------------------------|
 QH0283| PID    Reference Object                     Distance      Geod. Az  |
 QH0283|                                                           dddmmss.s |
 QH0283| QH0282 MON 420 ECC IBC                      10.357 METERS 00135     |
 QH0283| QH0270 SADDLE IBC                          APPROX. 3.7 KM 1172725.4 |
 QH0283|---------------------------------------------------------------------|
 QH0283
 QH0283                          SUPERSEDED SURVEY CONTROL
 QH0283
 QH0283  NAD 83(1992)-  45 23 36.65407(N)    070 42 09.80442(W) AD(       ) 3
 QH0283  NAD 83(1992)-  45 23 36.66116(N)    070 42 09.80006(W) AD(       ) 3
 QH0283  NAD 83(1986)-  45 23 36.65759(N)    070 42 09.80685(W) AD(       ) 3
 QH0283  NAD 27      -  45 23 36.48100(N)    070 42 11.54200(W) AD(       ) 3
 QH0283
 QH0283.Superseded values are not recommended for survey control.
 QH0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0283.See file dsdata.txt to determine how the superseded data were derived.
 QH0283
 QH0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL6672128077(NAD 83)
 QH0283_MARKER: Z = SEE DESCRIPTION
 QH0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0283_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0283+STABILITY: SURFACE MOTION
 QH0283
 QH0283  HISTORY     - Date     Condition        Report By
 QH0283  HISTORY     - 1845     MONUMENTED       IBC
 QH0283  HISTORY     - 1967     SEE DESCRIPTION  IBC
 QH0283  HISTORY     - 1975     GOOD             IBC
 QH0283
 QH0283                          STATION DESCRIPTION
 QH0283
 QH0283'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0283'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0283'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0283'THE SURFACE OF THE BASE.
 QH0283
 QH0283                          STATION RECOVERY (1967)
 QH0283
 QH0283'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1967 (HGD)
 QH0283'NEW TOP CONSTRUCTED.
 QH0283
 QH0283                          STATION RECOVERY (1975)
 QH0283
 QH0283'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (HGD)
 QH0283'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0286 ***********************************************************************
 QH0286  DESIGNATION -  MON 421 IBC
 QH0286  PID         -  QH0286
 QH0286  STATE/COUNTY-  ME/FRANKLIN
 QH0286  USGS QUAD   -  MERRILL MOUNTAIN (1970)
 QH0286
 QH0286                         *CURRENT SURVEY CONTROL
 QH0286  ___________________________________________________________________
 QH0286* NAD 83(1996)-  45 23 41.74346(N)    070 43 19.01183(W)     ADJUSTED  
 QH0286* NAVD 88     -       519.     (meters)    1703.     (feet)  SCALED    
 QH0286  ___________________________________________________________________
 QH0286  LAPLACE CORR-           6.93  (seconds)                    DEFLEC99
 QH0286  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 QH0286
 QH0286  HORZ ORDER  -  THIRD
 QH0286
 QH0286.The horizontal coordinates were established by classical geodetic methods
 QH0286.and adjusted by the National Geodetic Survey in March 1998..
 QH0286.No horizontal observational check was made to the station.
 QH0286
 QH0286.The orthometric height was scaled from a topographic map.
 QH0286
 QH0286.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0286
 QH0286.The geoid height was determined by GEOID03.
 QH0286
 QH0286;                    North         East     Units Scale Factor Converg.
 QH0286;SPC ME W     -   284,770.853   856,521.116   MT  0.99998990   -0 23 43.2
 QH0286;UTM  19      - 5,028,265.669   365,219.988   MT  0.99982335   -1 13 34.1
 QH0286
 QH0286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0286!SPC ME W     -   0.99992272  x   0.99998990  =   0.99991262
 QH0286!UTM  19      -   0.99992272  x   0.99982335  =   0.99974608
 QH0286
 QH0286:                Primary Azimuth Mark                     Grid Az
 QH0286:SPC ME W     -  SADDLE IBC                               111 37 23.1
 QH0286:UTM  19      -  SADDLE IBC                               112 27 14.0
 QH0286
 QH0286|---------------------------------------------------------------------|
 QH0286| PID    Reference Object                     Distance      Geod. Az  |
 QH0286|                                                           dddmmss.s |
 QH0286| QH0270 SADDLE IBC                          APPROX. 5.1 KM 1111339.9 |
 QH0286| QH0287 MON 421 ECC IBC                      18.151 METERS 31612     |
 QH0286|---------------------------------------------------------------------|
 QH0286
 QH0286                          SUPERSEDED SURVEY CONTROL
 QH0286
 QH0286  NAD 83(1992)-  45 23 41.74193(N)    070 43 19.00737(W) AD(       ) 3
 QH0286  NAD 83(1992)-  45 23 41.74919(N)    070 43 19.00282(W) AD(       ) 3
 QH0286  NAD 83(1986)-  45 23 41.74556(N)    070 43 19.00958(W) AD(       ) 3
 QH0286  NAD 27      -  45 23 41.57400(N)    070 43 20.75800(W) AD(       ) 3
 QH0286
 QH0286.Superseded values are not recommended for survey control.
 QH0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0286.See file dsdata.txt to determine how the superseded data were derived.
 QH0286
 QH0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL6522028266(NAD 83)
 QH0286_MARKER: Z = SEE DESCRIPTION
 QH0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0286_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0286+STABILITY: SURFACE MOTION
 QH0286
 QH0286  HISTORY     - Date     Condition        Report By
 QH0286  HISTORY     - 1845     MONUMENTED       IBC
 QH0286  HISTORY     - 1975     GOOD             IBC
 QH0286
 QH0286                          STATION DESCRIPTION
 QH0286
 QH0286'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0286'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0286'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0286'THE SURFACE OF THE BASE.
 QH0286
 QH0286                          STATION RECOVERY (1975)
 QH0286
 QH0286'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (HGD)
 QH0286'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0289 ***********************************************************************
 QH0289  DESIGNATION -  MON 422 IBC
 QH0289  PID         -  QH0289
 QH0289  STATE/COUNTY-  ME/FRANKLIN
 QH0289  USGS QUAD   -  MERRILL MOUNTAIN (1970)
 QH0289
 QH0289                         *CURRENT SURVEY CONTROL
 QH0289  ___________________________________________________________________
 QH0289* NAD 83(1996)-  45 24 25.54392(N)    070 44 09.50620(W)     ADJUSTED  
 QH0289* NAVD 88     -       477.     (meters)    1565.     (feet)  SCALED    
 QH0289  ___________________________________________________________________
 QH0289  LAPLACE CORR-           6.67  (seconds)                    DEFLEC99
 QH0289  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 QH0289
 QH0289  HORZ ORDER  -  THIRD
 QH0289
 QH0289.The horizontal coordinates were established by classical geodetic methods
 QH0289.and adjusted by the National Geodetic Survey in March 1998..
 QH0289
 QH0289.The orthometric height was scaled from a topographic map.
 QH0289
 QH0289.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0289
 QH0289.The geoid height was determined by GEOID03.
 QH0289
 QH0289;                    North         East     Units Scale Factor Converg.
 QH0289;SPC ME W     -   286,130.694   855,432.422   MT  0.99999108   -0 24 19.5
 QH0289;UTM  19      - 5,029,640.927   364,151.304   MT  0.99982691   -1 14 11.0
 QH0289
 QH0289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0289!SPC ME W     -   0.99992931  x   0.99999108  =   0.99992039
 QH0289!UTM  19      -   0.99992931  x   0.99982691  =   0.99975623
 QH0289
 QH0289:                Primary Azimuth Mark                     Grid Az
 QH0289:SPC ME W     -  MON 411 IBC                              073 17 05.4
 QH0289:UTM  19      -  MON 411 IBC                              074 06 56.9
 QH0289
 QH0289|---------------------------------------------------------------------|
 QH0289| PID    Reference Object                     Distance      Geod. Az  |
 QH0289|                                                           dddmmss.s |
 QH0289| QH0265 MON 411 IBC                         APPROX. 8.1 KM 0725245.9 |
 QH0289| QH0288 MON 422 ECC IBC                      12.594 METERS 11053     |
 QH0289|---------------------------------------------------------------------|
 QH0289
 QH0289                          SUPERSEDED SURVEY CONTROL
 QH0289
 QH0289  NAD 83(1992)-  45 24 25.54256(N)    070 44 09.50166(W) AD(       ) 3
 QH0289  NAD 83(1992)-  45 24 25.54979(N)    070 44 09.49723(W) AD(       ) 3
 QH0289  NAD 83(1986)-  45 24 25.54591(N)    070 44 09.50396(W) AD(       ) 3
 QH0289  NAD 27      -  45 24 25.37700(N)    070 44 11.24800(W) AD(       ) 3
 QH0289
 QH0289.Superseded values are not recommended for survey control.
 QH0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0289.See file dsdata.txt to determine how the superseded data were derived.
 QH0289
 QH0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL6415129641(NAD 83)
 QH0289_MARKER: Z = SEE DESCRIPTION
 QH0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0289_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0289+STABILITY: SURFACE MOTION
 QH0289
 QH0289  HISTORY     - Date     Condition        Report By
 QH0289  HISTORY     - 1845     MONUMENTED       IBC
 QH0289  HISTORY     - 1940     POOR             IBC
 QH0289  HISTORY     - 1975     GOOD             IBC
 QH0289
 QH0289                          STATION DESCRIPTION
 QH0289
 QH0289'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0289'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0289'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0289'THE SURFACE OF THE BASE.
 QH0289
 QH0289                          STATION RECOVERY (1940)
 QH0289
 QH0289'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1940 (FHB)
 QH0289'WITH POST 6 INCHES OUT OF PLUMB, APPARENTLY HEAVED BY FROST.  THE
 QH0289'REPAIRS CONSISTED OF DIGGING A TRENCH AROUND THE BASE, PLUMBING THE
 QH0289'POST, AND THEN FILLING AND TAMPING AROUND THE BASE.
 QH0289
 QH0289                          STATION RECOVERY (1975)
 QH0289
 QH0289'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (HGD)
 QH0289'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0291 ***********************************************************************
 QH0291  DESIGNATION -  MON 423 IBC
 QH0291  PID         -  QH0291
 QH0291  STATE/COUNTY-  ME/FRANKLIN
 QH0291  USGS QUAD   -  MERRILL MOUNTAIN (1970)
 QH0291
 QH0291                         *CURRENT SURVEY CONTROL
 QH0291  ___________________________________________________________________
 QH0291* NAD 83(1996)-  45 25 16.20320(N)    070 44 38.44519(W)     ADJUSTED  
 QH0291* NAVD 88     -       451.     (meters)    1480.     (feet)  SCALED    
 QH0291  ___________________________________________________________________
 QH0291  LAPLACE CORR-           6.20  (seconds)                    DEFLEC99
 QH0291  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 QH0291
 QH0291  HORZ ORDER  -  THIRD
 QH0291
 QH0291.The horizontal coordinates were established by classical geodetic methods
 QH0291.and adjusted by the National Geodetic Survey in March 1998..
 QH0291
 QH0291.The orthometric height was scaled from a topographic map.
 QH0291
 QH0291.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0291
 QH0291.The geoid height was determined by GEOID03.
 QH0291
 QH0291;                    North         East     Units Scale Factor Converg.
 QH0291;SPC ME W     -   287,699.087   854,814.352   MT  0.99999176   -0 24 40.5
 QH0291;UTM  19      - 5,031,217.863   363,556.146   MT  0.99982890   -1 14 32.7
 QH0291
 QH0291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0291!SPC ME W     -   0.99993339  x   0.99999176  =   0.99992515
 QH0291!UTM  19      -   0.99993339  x   0.99982890  =   0.99976230
 QH0291
 QH0291:                Primary Azimuth Mark                     Grid Az
 QH0291:SPC ME W     -  MON 422 IBC                              158 29 30.3
 QH0291:UTM  19      -  MON 422 IBC                              159 19 22.5
 QH0291
 QH0291|---------------------------------------------------------------------|
 QH0291| PID    Reference Object                     Distance      Geod. Az  |
 QH0291|                                                           dddmmss.s |
 QH0291| QH0289 MON 422 IBC                         APPROX. 1.7 KM 1580449.8 |
 QH0291|---------------------------------------------------------------------|
 QH0291
 QH0291                          SUPERSEDED SURVEY CONTROL
 QH0291
 QH0291  NAD 83(1992)-  45 25 16.20197(N)    070 44 38.44056(W) AD(       ) 3
 QH0291  NAD 83(1992)-  45 25 16.20925(N)    070 44 38.43572(W) AD(       ) 3
 QH0291  NAD 83(1986)-  45 25 16.20516(N)    070 44 38.44251(W) AD(       ) 3
 QH0291  NAD 27      -  45 25 16.03900(N)    070 44 40.18500(W) AD(       ) 3
 QH0291
 QH0291.Superseded values are not recommended for survey control.
 QH0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0291.See file dsdata.txt to determine how the superseded data were derived.
 QH0291
 QH0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL6355631218(NAD 83)
 QH0291_MARKER: Z = SEE DESCRIPTION
 QH0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0291_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0291+STABILITY: SURFACE MOTION
 QH0291
 QH0291  HISTORY     - Date     Condition        Report By
 QH0291  HISTORY     - 1845     MONUMENTED       IBC
 QH0291  HISTORY     - 1967     SEE DESCRIPTION  IBC
 QH0291  HISTORY     - 1975     GOOD             IBC
 QH0291
 QH0291                          STATION DESCRIPTION
 QH0291
 QH0291'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0291'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0291'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0291'THE SURFACE OF THE BASE.
 QH0291
 QH0291                          STATION RECOVERY (1967)
 QH0291
 QH0291'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1967 (HGD)
 QH0291'NEW TOP CONSTRUCTED.
 QH0291
 QH0291                          STATION RECOVERY (1975)
 QH0291
 QH0291'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (HGD)
 QH0291'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0321 ***********************************************************************
 QH0321  DESIGNATION -  MON 424 IBC
 QH0321  PID         -  QH0321
 QH0321  STATE/COUNTY-  ME/FRANKLIN
 QH0321  USGS QUAD   -  LOUISE MOUNTAIN (1990)
 QH0321
 QH0321                         *CURRENT SURVEY CONTROL
 QH0321  ___________________________________________________________________
 QH0321* NAD 83(1996)-  45 25 35.73700(N)    070 45 56.10746(W)     ADJUSTED  
 QH0321* NAVD 88     -       491.     (meters)    1611.     (feet)  SCALED    
 QH0321  ___________________________________________________________________
 QH0321  LAPLACE CORR-           4.20  (seconds)                    DEFLEC99
 QH0321  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 QH0321
 QH0321  HORZ ORDER  -  THIRD
 QH0321
 QH0321.The horizontal coordinates were established by classical geodetic methods
 QH0321.and adjusted by the National Geodetic Survey in March 1998..
 QH0321
 QH0321.The orthometric height was scaled from a topographic map.
 QH0321
 QH0321.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0321
 QH0321.The geoid height was determined by GEOID03.
 QH0321
 QH0321;                    North         East     Units Scale Factor Converg.
 QH0321;SPC ME W     -   288,314.464   853,130.456   MT  0.99999367   -0 25 35.9
 QH0321;UTM  19      - 5,031,857.501   361,881.624   MT  0.99983455   -1 15 28.5
 QH0321
 QH0321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0321!SPC ME W     -   0.99992713  x   0.99999367  =   0.99992080
 QH0321!UTM  19      -   0.99992713  x   0.99983455  =   0.99976169
 QH0321
 QH0321|---------------------------------------------------------------------|
 QH0321| PID    Reference Object                     Distance      Geod. Az  |
 QH0321|                                                           dddmmss.s |
 QH0321| QH0320 MON 424 ECC IBC                      53.249 METERS 06419     |
 QH0321|---------------------------------------------------------------------|
 QH0321
 QH0321                          SUPERSEDED SURVEY CONTROL
 QH0321
 QH0321  NAD 83(1992)-  45 25 35.73590(N)    070 45 56.10295(W) AD(       ) 3
 QH0321  NAD 83(1992)-  45 25 35.74351(N)    070 45 56.09820(W) AD(       ) 3
 QH0321  NAD 83(1986)-  45 25 35.73921(N)    070 45 56.10477(W) AD(       ) 3
 QH0321  NAD 27      -  45 25 35.57600(N)    070 45 57.84700(W) AD(       ) 3
 QH0321
 QH0321.Superseded values are not recommended for survey control.
 QH0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0321.See file dsdata.txt to determine how the superseded data were derived.
 QH0321
 QH0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL6188231858(NAD 83)
 QH0321_MARKER: Z = SEE DESCRIPTION
 QH0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0321_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0321+STABILITY: SURFACE MOTION
 QH0321
 QH0321  HISTORY     - Date     Condition        Report By
 QH0321  HISTORY     - 1845     MONUMENTED       IBC
 QH0321  HISTORY     - 1975     GOOD             IBC
 QH0321
 QH0321                          STATION DESCRIPTION
 QH0321
 QH0321'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0321'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0321'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0321'THE SURFACE OF THE BASE.
 QH0321
 QH0321                          STATION RECOVERY (1975)
 QH0321
 QH0321'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (HGD)
 QH0321'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0322 ***********************************************************************
 QH0322  DESIGNATION -  MON 425 LOUISE IBC
 QH0322  PID         -  QH0322
 QH0322  STATE/COUNTY-  ME/FRANKLIN
 QH0322  USGS QUAD   -  LOUISE MOUNTAIN (1990)
 QH0322
 QH0322                         *CURRENT SURVEY CONTROL
 QH0322  ___________________________________________________________________
 QH0322* NAD 83(1996)-  45 25 52.43419(N)    070 46 53.18645(W)     ADJUSTED  
 QH0322* NAVD 88     -       752.     (meters)    2467.     (feet)  SCALED    
 QH0322  ___________________________________________________________________
 QH0322  LAPLACE CORR-           4.15  (seconds)                    DEFLEC99
 QH0322  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 QH0322
 QH0322  HORZ ORDER  -  SECOND
 QH0322
 QH0322.The horizontal coordinates were established by classical geodetic methods
 QH0322.and adjusted by the National Geodetic Survey in March 1998..
 QH0322
 QH0322.The orthometric height was scaled from a topographic map.
 QH0322
 QH0322.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0322
 QH0322.The geoid height was determined by GEOID03.
 QH0322
 QH0322;                    North         East     Units Scale Factor Converg.
 QH0322;SPC ME W     -   288,839.288   851,893.612   MT  0.99999511   -0 26 16.7
 QH0322;UTM  19      - 5,032,400.129   360,652.718   MT  0.99983874   -1 16 09.5
 QH0322
 QH0322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0322!SPC ME W     -   0.99988622  x   0.99999511  =   0.99988133
 QH0322!UTM  19      -   0.99988622  x   0.99983874  =   0.99972498
 QH0322
 QH0322:                Primary Azimuth Mark                     Grid Az
 QH0322:SPC ME W     -  MON 405 MOOSE IBC                        033 48 42.8
 QH0322:UTM  19      -  MON 405 MOOSE IBC                        034 38 35.6
 QH0322
 QH0322|---------------------------------------------------------------------|
 QH0322| PID    Reference Object                     Distance      Geod. Az  |
 QH0322|                                                           dddmmss.s |
 QH0322| QH0478 MON 405 MOOSE IBC                   APPROX. 9.6 KM 0332226.1 |
 QH0322|---------------------------------------------------------------------|
 QH0322
 QH0322                          SUPERSEDED SURVEY CONTROL
 QH0322
 QH0322  NAD 83(1992)-  45 25 52.43323(N)    070 46 53.18220(W) AD(       ) 2
 QH0322  NAD 83(1992)-  45 25 52.44106(N)    070 46 53.17744(W) AD(       ) 2
 QH0322  NAD 83(1986)-  45 25 52.43670(N)    070 46 53.18423(W) AD(       ) 2
 QH0322  NAD 27      -  45 25 52.27400(N)    070 46 54.92100(W) AD(       ) 2
 QH0322
 QH0322.Superseded values are not recommended for survey control.
 QH0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0322.See file dsdata.txt to determine how the superseded data were derived.
 QH0322
 QH0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL6065332400(NAD 83)
 QH0322_MARKER: Z = SEE DESCRIPTION
 QH0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0322_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0322+STABILITY: SURFACE MOTION
 QH0322
 QH0322  HISTORY     - Date     Condition        Report By
 QH0322  HISTORY     - 1845     MONUMENTED       IBC
 QH0322  HISTORY     - 1975     GOOD             IBC
 QH0322
 QH0322                          STATION DESCRIPTION
 QH0322
 QH0322'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0322'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0322'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0322'THE SURFACE OF THE BASE.
 QH0322
 QH0322                          STATION RECOVERY (1975)
 QH0322
 QH0322'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (HGD)
 QH0322'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0324 ***********************************************************************
 QH0324  DESIGNATION -  MON 426 IBC
 QH0324  PID         -  QH0324
 QH0324  STATE/COUNTY-  ME/FRANKLIN
 QH0324  USGS QUAD   -  LOUISE MOUNTAIN (1990)
 QH0324
 QH0324                         *CURRENT SURVEY CONTROL
 QH0324  ___________________________________________________________________
 QH0324* NAD 83(1996)-  45 25 04.02472(N)    070 48 10.23612(W)     ADJUSTED  
 QH0324* NAVD 88     -       623.     (meters)    2044.     (feet)  SCALED    
 QH0324  ___________________________________________________________________
 QH0324  LAPLACE CORR-           4.20  (seconds)                    DEFLEC99
 QH0324  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 QH0324
 QH0324  HORZ ORDER  -  THIRD
 QH0324
 QH0324.The horizontal coordinates were established by classical geodetic methods
 QH0324.and adjusted by the National Geodetic Survey in March 1998..
 QH0324.No horizontal observational check was made to the station.
 QH0324
 QH0324.The orthometric height was scaled from a topographic map.
 QH0324
 QH0324.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0324
 QH0324.The geoid height was determined by GEOID03.
 QH0324
 QH0324;                    North         East     Units Scale Factor Converg.
 QH0324;SPC ME W     -   287,357.856   850,207.021   MT  0.99999714   -0 27 11.2
 QH0324;UTM  19      - 5,030,943.545   358,945.077   MT  0.99984463   -1 17 03.4
 QH0324
 QH0324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0324!SPC ME W     -   0.99990644  x   0.99999714  =   0.99990358
 QH0324!UTM  19      -   0.99990644  x   0.99984463  =   0.99975109
 QH0324
 QH0324:                Primary Azimuth Mark                     Grid Az
 QH0324:SPC ME W     -  MON 425 LOUISE IBC                       048 42 18.7
 QH0324:UTM  19      -  MON 425 LOUISE IBC                       049 32 10.9
 QH0324
 QH0324|---------------------------------------------------------------------|
 QH0324| PID    Reference Object                     Distance      Geod. Az  |
 QH0324|                                                           dddmmss.s |
 QH0324| QH0322 MON 425 LOUISE IBC                  APPROX. 2.2 KM 0481507.5 |
 QH0324| QH0323 MON 426 ECC IBC                      20.390 METERS 13017     |
 QH0324|---------------------------------------------------------------------|
 QH0324
 QH0324                          SUPERSEDED SURVEY CONTROL
 QH0324
 QH0324  NAD 83(1992)-  45 25 04.02397(N)    070 48 10.23169(W) AD(       ) 3
 QH0324  NAD 83(1992)-  45 25 04.03153(N)    070 48 10.22791(W) AD(       ) 3
 QH0324  NAD 83(1986)-  45 25 04.02718(N)    070 48 10.23431(W) AD(       ) 3
 QH0324  NAD 27      -  45 25 03.86200(N)    070 48 11.97600(W) AD(       ) 3
 QH0324
 QH0324.Superseded values are not recommended for survey control.
 QH0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0324.See file dsdata.txt to determine how the superseded data were derived.
 QH0324
 QH0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL5894530944(NAD 83)
 QH0324_MARKER: Z = SEE DESCRIPTION
 QH0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0324_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0324+STABILITY: SURFACE MOTION
 QH0324
 QH0324  HISTORY     - Date     Condition        Report By
 QH0324  HISTORY     - 1845     MONUMENTED       IBC
 QH0324  HISTORY     - 1975     GOOD             IBC
 QH0324
 QH0324                          STATION DESCRIPTION
 QH0324
 QH0324'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0324'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0324'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0324'THE SURFACE OF THE BASE.
 QH0324
 QH0324                          STATION RECOVERY (1975)
 QH0324
 QH0324'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (HGD)
 QH0324'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0330 ***********************************************************************
 QH0330  DESIGNATION -  MON 427 IBC
 QH0330  PID         -  QH0330
 QH0330  STATE/COUNTY-  ME/FRANKLIN
 QH0330  USGS QUAD   -  LOUISE MOUNTAIN (1990)
 QH0330
 QH0330                         *CURRENT SURVEY CONTROL
 QH0330  ___________________________________________________________________
 QH0330* NAD 83(1996)-  45 24 11.46864(N)    070 49 16.81773(W)     ADJUSTED  
 QH0330* NAVD 88     -       597.     (meters)    1959.     (feet)  SCALED    
 QH0330  ___________________________________________________________________
 QH0330  LAPLACE CORR-           2.99  (seconds)                    DEFLEC99
 QH0330  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 QH0330
 QH0330  HORZ ORDER  -  THIRD
 QH0330
 QH0330.The horizontal coordinates were established by classical geodetic methods
 QH0330.and adjusted by the National Geodetic Survey in March 1998..
 QH0330.No horizontal observational check was made to the station.
 QH0330
 QH0330.The orthometric height was scaled from a topographic map.
 QH0330
 QH0330.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0330
 QH0330.The geoid height was determined by GEOID03.
 QH0330
 QH0330;                    North         East     Units Scale Factor Converg.
 QH0330;SPC ME W     -   285,747.006   848,746.240   MT  0.99999895   -0 27 58.2
 QH0330;UTM  19      - 5,029,354.292   357,461.310   MT  0.99984981   -1 17 49.7
 QH0330
 QH0330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0330!SPC ME W     -   0.99991052  x   0.99999895  =   0.99990947
 QH0330!UTM  19      -   0.99991052  x   0.99984981  =   0.99976034
 QH0330
 QH0330:                Primary Azimuth Mark                     Grid Az
 QH0330:SPC ME W     -  MON 425 LOUISE IBC                       045 30 20.6
 QH0330:UTM  19      -  MON 425 LOUISE IBC                       046 20 12.1
 QH0330
 QH0330|---------------------------------------------------------------------|
 QH0330| PID    Reference Object                     Distance      Geod. Az  |
 QH0330|                                                           dddmmss.s |
 QH0330| QH0322 MON 425 LOUISE IBC                  APPROX. 4.4 KM 0450222.4 |
 QH0330| QH0329 MON 427 ECC IBC                      13.009 METERS 12814     |
 QH0330|---------------------------------------------------------------------|
 QH0330
 QH0330                          SUPERSEDED SURVEY CONTROL
 QH0330
 QH0330  NAD 83(1992)-  45 24 11.46789(N)    070 49 16.81348(W) AD(       ) 3
 QH0330  NAD 83(1992)-  45 24 11.47535(N)    070 49 16.81028(W) AD(       ) 3
 QH0330  NAD 83(1986)-  45 24 11.47133(N)    070 49 16.81591(W) AD(       ) 3
 QH0330  NAD 27      -  45 24 11.30200(N)    070 49 18.55300(W) AD(       ) 3
 QH0330
 QH0330.Superseded values are not recommended for survey control.
 QH0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0330.See file dsdata.txt to determine how the superseded data were derived.
 QH0330
 QH0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL5746129354(NAD 83)
 QH0330_MARKER: Z = SEE DESCRIPTION
 QH0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0330_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0330+STABILITY: SURFACE MOTION
 QH0330
 QH0330  HISTORY     - Date     Condition        Report By
 QH0330  HISTORY     - 1845     MONUMENTED       IBC
 QH0330  HISTORY     - 1967     SEE DESCRIPTION  IBC
 QH0330  HISTORY     - 1975     GOOD             IBC
 QH0330
 QH0330                          STATION DESCRIPTION
 QH0330
 QH0330'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0330'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0330'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0330'THE SURFACE OF THE BASE.
 QH0330
 QH0330                          STATION RECOVERY (1967)
 QH0330
 QH0330'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1967 (HGD)
 QH0330'NEW TOP CONSTRUCTED.
 QH0330
 QH0330                          STATION RECOVERY (1975)
 QH0330
 QH0330'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (HGD)
 QH0330'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0331 ***********************************************************************
 QH0331  DESIGNATION -  MON 428 IBC
 QH0331  PID         -  QH0331
 QH0331  STATE/COUNTY-  ME/FRANKLIN
 QH0331  USGS QUAD   -  LOUISE MOUNTAIN (1990)
 QH0331
 QH0331                         *CURRENT SURVEY CONTROL
 QH0331  ___________________________________________________________________
 QH0331* NAD 83(1996)-  45 23 29.23566(N)    070 49 26.43985(W)     ADJUSTED  
 QH0331* NAVD 88     -       666.     (meters)    2185.     (feet)  SCALED    
 QH0331  ___________________________________________________________________
 QH0331  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 QH0331  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 QH0331
 QH0331  HORZ ORDER  -  THIRD
 QH0331
 QH0331.The horizontal coordinates were established by classical geodetic methods
 QH0331.and adjusted by the National Geodetic Survey in March 1998..
 QH0331
 QH0331.The orthometric height was scaled from a topographic map.
 QH0331
 QH0331.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0331
 QH0331.The geoid height was determined by GEOID03.
 QH0331
 QH0331;                    North         East     Units Scale Factor Converg.
 QH0331;SPC ME W     -   284,444.936   848,526.338   MT  0.99999923   -0 28 04.8
 QH0331;UTM  19      - 5,028,055.741   357,222.584   MT  0.99985064   -1 17 55.6
 QH0331
 QH0331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0331!SPC ME W     -   0.99989970  x   0.99999923  =   0.99989893
 QH0331!UTM  19      -   0.99989970  x   0.99985064  =   0.99975035
 QH0331
 QH0331:                Primary Azimuth Mark                     Grid Az
 QH0331:SPC ME W     -  MON 425 LOUISE IBC                       037 27 42.6
 QH0331:UTM  19      -  MON 425 LOUISE IBC                       038 17 33.4
 QH0331
 QH0331|---------------------------------------------------------------------|
 QH0331| PID    Reference Object                     Distance      Geod. Az  |
 QH0331|                                                           dddmmss.s |
 QH0331| QH0322 MON 425 LOUISE IBC                  APPROX. 5.5 KM 0365937.8 |
 QH0331| QH0319 MON 428 ECC IBC                      58.339 METERS 17429     |
 QH0331|---------------------------------------------------------------------|
 QH0331
 QH0331                          SUPERSEDED SURVEY CONTROL
 QH0331
 QH0331  NAD 83(1992)-  45 23 29.23498(N)    070 49 26.43577(W) AD(       ) 3
 QH0331  NAD 83(1992)-  45 23 29.24159(N)    070 49 26.43254(W) AD(       ) 3
 QH0331  NAD 83(1986)-  45 23 29.23794(N)    070 49 26.43808(W) AD(       ) 3
 QH0331  NAD 27      -  45 23 29.07200(N)    070 49 28.17600(W) AD(       ) 3
 QH0331
 QH0331.Superseded values are not recommended for survey control.
 QH0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0331.See file dsdata.txt to determine how the superseded data were derived.
 QH0331
 QH0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL5722328056(NAD 83)
 QH0331_MARKER: Z = SEE DESCRIPTION
 QH0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0331_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0331+STABILITY: SURFACE MOTION
 QH0331
 QH0331  HISTORY     - Date     Condition        Report By
 QH0331  HISTORY     - 1845     MONUMENTED       IBC
 QH0331  HISTORY     - 1975     GOOD             IBC
 QH0331
 QH0331                          STATION DESCRIPTION
 QH0331
 QH0331'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0331'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0331'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0331'THE SURFACE OF THE BASE.
 QH0331
 QH0331                          STATION RECOVERY (1975)
 QH0331
 QH0331'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (HGD)
 QH0331'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0328 ***********************************************************************
 QH0328  DESIGNATION -  MON 429 IBC
 QH0328  PID         -  QH0328
 QH0328  STATE/COUNTY-  ME/FRANKLIN
 QH0328  USGS QUAD   -  LOUISE MOUNTAIN (1990)
 QH0328
 QH0328                         *CURRENT SURVEY CONTROL
 QH0328  ___________________________________________________________________
 QH0328* NAD 83(1996)-  45 23 04.71421(N)    070 48 46.12374(W)     ADJUSTED  
 QH0328* NAVD 88     -       470.     (meters)    1542.     (feet)  SCALED    
 QH0328  ___________________________________________________________________
 QH0328  LAPLACE CORR-           2.42  (seconds)                    DEFLEC99
 QH0328  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 QH0328
 QH0328  HORZ ORDER  -  THIRD
 QH0328
 QH0328.The horizontal coordinates were established by classical geodetic methods
 QH0328.and adjusted by the National Geodetic Survey in March 1998..
 QH0328
 QH0328.The orthometric height was scaled from a topographic map.
 QH0328
 QH0328.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0328
 QH0328.The geoid height was determined by GEOID03.
 QH0328
 QH0328;                    North         East     Units Scale Factor Converg.
 QH0328;SPC ME W     -   283,680.833   849,397.196   MT  0.99999814   -0 27 35.9
 QH0328;UTM  19      - 5,027,279.208   358,082.145   MT  0.99984764   -1 17 26.3
 QH0328
 QH0328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0328!SPC ME W     -   0.99993041  x   0.99999814  =   0.99992855
 QH0328!UTM  19      -   0.99993041  x   0.99984764  =   0.99977806
 QH0328
 QH0328                          SUPERSEDED SURVEY CONTROL
 QH0328
 QH0328  NAD 83(1992)-  45 23 04.71347(N)    070 48 46.11966(W) AD(       ) 3
 QH0328  NAD 83(1992)-  45 23 04.72004(N)    070 48 46.11637(W) AD(       ) 3
 QH0328  NAD 83(1986)-  45 23 04.71654(N)    070 48 46.12198(W) AD(       ) 3
 QH0328  NAD 27      -  45 23 04.54800(N)    070 48 47.85800(W) AD(       ) 3
 QH0328
 QH0328.Superseded values are not recommended for survey control.
 QH0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0328.See file dsdata.txt to determine how the superseded data were derived.
 QH0328
 QH0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL5808227279(NAD 83)
 QH0328_MARKER: Z = SEE DESCRIPTION
 QH0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0328_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0328+STABILITY: SURFACE MOTION
 QH0328
 QH0328  HISTORY     - Date     Condition        Report By
 QH0328  HISTORY     - 1845     MONUMENTED       IBC
 QH0328  HISTORY     - 1941     SEE DESCRIPTION  IBC
 QH0328  HISTORY     - 1975     GOOD             IBC
 QH0328
 QH0328                          STATION DESCRIPTION
 QH0328
 QH0328'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0328'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0328'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0328'THE SURFACE OF THE BASE.
 QH0328
 QH0328                          STATION RECOVERY (1941)
 QH0328
 QH0328'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941 (FHB)
 QH0328'THE CAST - IRON POST WAS GIVEN TWO COATS OF THE HASTOLITE
 QH0328'CORPORATIONS ALUMINUM - ZINC PAINT NO 2047, TO TEST THE WEARING
 QH0328'QUALITY OF THIS COATING.
 QH0328
 QH0328                          STATION RECOVERY (1975)
 QH0328
 QH0328'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (HGD)
 QH0328'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0326 ***********************************************************************
 QH0326  DESIGNATION -  MON 430 IBC
 QH0326  PID         -  QH0326
 QH0326  STATE/COUNTY-  ME/FRANKLIN
 QH0326  USGS QUAD   -  LOUISE MOUNTAIN (1990)
 QH0326
 QH0326                         *CURRENT SURVEY CONTROL
 QH0326  ___________________________________________________________________
 QH0326* NAD 83(1996)-  45 22 36.90270(N)    070 48 23.45043(W)     ADJUSTED  
 QH0326* NAVD 88     -       428.     (meters)    1404.     (feet)  SCALED    
 QH0326  ___________________________________________________________________
 QH0326  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 QH0326  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 QH0326
 QH0326  HORZ ORDER  -  THIRD
 QH0326
 QH0326.The horizontal coordinates were established by classical geodetic methods
 QH0326.and adjusted by the National Geodetic Survey in March 1998..
 QH0326.No horizontal observational check was made to the station.
 QH0326
 QH0326.The orthometric height was scaled from a topographic map.
 QH0326
 QH0326.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0326
 QH0326.The geoid height was determined by GEOID03.
 QH0326
 QH0326;                    North         East     Units Scale Factor Converg.
 QH0326;SPC ME W     -   282,818.325   849,883.609   MT  0.99999754   -0 27 19.5
 QH0326;UTM  19      - 5,026,409.870   358,555.932   MT  0.99984599   -1 17 09.6
 QH0326
 QH0326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0326!SPC ME W     -   0.99993699  x   0.99999754  =   0.99993453
 QH0326!UTM  19      -   0.99993699  x   0.99984599  =   0.99978299
 QH0326
 QH0326|---------------------------------------------------------------------|
 QH0326| PID    Reference Object                     Distance      Geod. Az  |
 QH0326|                                                           dddmmss.s |
 QH0326| QH0325 MON 430 ECC IBC                       9.570 METERS 08933     |
 QH0326| QH0327 MON 429 ECC IBC                     APPROX. 0.9 KM 3283847.9 |
 QH0326|---------------------------------------------------------------------|
 QH0326
 QH0326                          SUPERSEDED SURVEY CONTROL
 QH0326
 QH0326  NAD 83(1992)-  45 22 36.90193(N)    070 48 23.44638(W) AD(       ) 3
 QH0326  NAD 83(1992)-  45 22 36.90844(N)    070 48 23.44310(W) AD(       ) 3
 QH0326  NAD 83(1986)-  45 22 36.90504(N)    070 48 23.44869(W) AD(       ) 3
 QH0326  NAD 27      -  45 22 36.73700(N)    070 48 25.18900(W) AD(       ) 3
 QH0326
 QH0326.Superseded values are not recommended for survey control.
 QH0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0326.See file dsdata.txt to determine how the superseded data were derived.
 QH0326
 QH0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL5855626410(NAD 83)
 QH0326_MARKER: Z = SEE DESCRIPTION
 QH0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0326_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0326+STABILITY: SURFACE MOTION
 QH0326
 QH0326  HISTORY     - Date     Condition        Report By
 QH0326  HISTORY     - 1845     MONUMENTED       IBC
 QH0326  HISTORY     - 1941     SEE DESCRIPTION  IBC
 QH0326  HISTORY     - 1975     SEE DESCRIPTION  IBC
 QH0326
 QH0326                          STATION DESCRIPTION
 QH0326
 QH0326'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0326'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0326'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0326'THE SURFACE OF THE BASE.
 QH0326
 QH0326                          STATION RECOVERY (1941)
 QH0326
 QH0326'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941 (FHB)
 QH0326'THE CAST - IRON POST WAS GIVEN TWO COATS OF THE HASTOLITE
 QH0326'CORPORATIONS ALUMINUM PAINT NO 2001, TO TEST THE WEARING QUALITY OF
 QH0326'THIS COATING.
 QH0326
 QH0326                          STATION RECOVERY (1975)
 QH0326
 QH0326'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (HGD)
 QH0326'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0334 ***********************************************************************
 QH0334  DESIGNATION -  MON 431 IBC
 QH0334  PID         -  QH0334
 QH0334  STATE/COUNTY-  ME/FRANKLIN
 QH0334  USGS QUAD   -  NORTHWEST POND (1990)
 QH0334
 QH0334                         *CURRENT SURVEY CONTROL
 QH0334  ___________________________________________________________________
 QH0334* NAD 83(1996)-  45 21 54.06890(N)    070 48 10.62130(W)     ADJUSTED  
 QH0334* NAVD 88     -       467.     (meters)    1532.     (feet)  SCALED    
 QH0334  ___________________________________________________________________
 QH0334  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 QH0334  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 QH0334
 QH0334  HORZ ORDER  -  THIRD
 QH0334
 QH0334.The horizontal coordinates were established by classical geodetic methods
 QH0334.and adjusted by the National Geodetic Survey in March 1998..
 QH0334
 QH0334.The orthometric height was scaled from a topographic map.
 QH0334
 QH0334.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0334
 QH0334.The geoid height was determined by GEOID03.
 QH0334
 QH0334;                    North         East     Units Scale Factor Converg.
 QH0334;SPC ME W     -   281,493.794   850,152.283   MT  0.99999721   -0 27 10.0
 QH0334;UTM  19      - 5,025,081.786   358,805.341   MT  0.99984512   -1 16 59.5
 QH0334
 QH0334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0334!SPC ME W     -   0.99993087  x   0.99999721  =   0.99992808
 QH0334!UTM  19      -   0.99993087  x   0.99984512  =   0.99977600
 QH0334
 QH0334                          SUPERSEDED SURVEY CONTROL
 QH0334
 QH0334  NAD 83(1992)-  45 21 54.06808(N)    070 48 10.61733(W) AD(       ) 3
 QH0334  NAD 83(1992)-  45 21 54.07450(N)    070 48 10.61408(W) AD(       ) 3
 QH0334  NAD 83(1986)-  45 21 54.07129(N)    070 48 10.61970(W) AD(       ) 3
 QH0334  NAD 27      -  45 21 53.90300(N)    070 48 12.36000(W) AD(       ) 3
 QH0334
 QH0334.Superseded values are not recommended for survey control.
 QH0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0334.See file dsdata.txt to determine how the superseded data were derived.
 QH0334
 QH0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL5880525082(NAD 83)
 QH0334_MARKER: Z = SEE DESCRIPTION
 QH0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0334_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0334+STABILITY: SURFACE MOTION
 QH0334
 QH0334  HISTORY     - Date     Condition        Report By
 QH0334  HISTORY     - 1845     MONUMENTED       IBC
 QH0334  HISTORY     - 1975     GOOD             IBC
 QH0334
 QH0334                          STATION DESCRIPTION
 QH0334
 QH0334'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0334'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0334'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0334'THE SURFACE OF THE BASE.
 QH0334
 QH0334                          STATION RECOVERY (1975)
 QH0334
 QH0334'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (HGD)
 QH0334'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0341 ***********************************************************************
 QH0341  DESIGNATION -  MON 432 IBC
 QH0341  PID         -  QH0341
 QH0341  STATE/COUNTY-  ME/FRANKLIN
 QH0341  USGS QUAD   -  NORTHWEST POND (1990)
 QH0341
 QH0341                         *CURRENT SURVEY CONTROL
 QH0341  ___________________________________________________________________
 QH0341* NAD 83(1996)-  45 21 31.36837(N)    070 48 34.99305(W)     ADJUSTED  
 QH0341* NAVD 88     -       562.     (meters)    1844.     (feet)  SCALED    
 QH0341  ___________________________________________________________________
 QH0341  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 QH0341  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 QH0341
 QH0341  HORZ ORDER  -  THIRD
 QH0341
 QH0341.The horizontal coordinates were established by classical geodetic methods
 QH0341.and adjusted by the National Geodetic Survey in March 1998..
 QH0341
 QH0341.The orthometric height was scaled from a topographic map.
 QH0341
 QH0341.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0341
 QH0341.The geoid height was determined by GEOID03.
 QH0341
 QH0341;                    North         East     Units Scale Factor Converg.
 QH0341;SPC ME W     -   280,797.223   849,616.316   MT  0.99999787   -0 27 27.2
 QH0341;UTM  19      - 5,024,393.160   358,259.419   MT  0.99984702   -1 17 16.3
 QH0341
 QH0341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0341!SPC ME W     -   0.99991597  x   0.99999787  =   0.99991384
 QH0341!UTM  19      -   0.99991597  x   0.99984702  =   0.99976301
 QH0341
 QH0341                          SUPERSEDED SURVEY CONTROL
 QH0341
 QH0341  NAD 83(1992)-  45 21 31.36755(N)    070 48 34.98915(W) AD(       ) 3
 QH0341  NAD 83(1992)-  45 21 31.37398(N)    070 48 34.98600(W) AD(       ) 3
 QH0341  NAD 83(1986)-  45 21 31.37083(N)    070 48 34.99153(W) AD(       ) 3
 QH0341  NAD 27      -  45 21 31.20100(N)    070 48 36.73100(W) AD(       ) 3
 QH0341
 QH0341.Superseded values are not recommended for survey control.
 QH0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0341.See file dsdata.txt to determine how the superseded data were derived.
 QH0341
 QH0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL5825924393(NAD 83)
 QH0341_MARKER: Z = SEE DESCRIPTION
 QH0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0341_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0341+STABILITY: SURFACE MOTION
 QH0341
 QH0341  HISTORY     - Date     Condition        Report By
 QH0341  HISTORY     - 1845     MONUMENTED       IBC
 QH0341  HISTORY     - 1975     GOOD             IBC
 QH0341
 QH0341                          STATION DESCRIPTION
 QH0341
 QH0341'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0341'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0341'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0341'THE SURFACE OF THE BASE.
 QH0341
 QH0341                          STATION RECOVERY (1975)
 QH0341
 QH0341'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (HGD)
 QH0341'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0343 ***********************************************************************
 QH0343  DESIGNATION -  MON 433 IBC
 QH0343  PID         -  QH0343
 QH0343  STATE/COUNTY-  ME/FRANKLIN
 QH0343  USGS QUAD   -  NORTHWEST POND (1990)
 QH0343
 QH0343                         *CURRENT SURVEY CONTROL
 QH0343  ___________________________________________________________________
 QH0343* NAD 83(1996)-  45 21 06.72134(N)    070 48 38.63219(W)     ADJUSTED  
 QH0343* NAVD 88     -       729.     (meters)    2392.     (feet)  SCALED    
 QH0343  ___________________________________________________________________
 QH0343  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 QH0343  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 QH0343
 QH0343  HORZ ORDER  -  THIRD
 QH0343
 QH0343.The horizontal coordinates were established by classical geodetic methods
 QH0343.and adjusted by the National Geodetic Survey in March 1998..
 QH0343
 QH0343.The orthometric height was scaled from a topographic map.
 QH0343
 QH0343.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0343
 QH0343.The geoid height was determined by GEOID03.
 QH0343
 QH0343;                    North         East     Units Scale Factor Converg.
 QH0343;SPC ME W     -   280,036.982   849,531.028   MT  0.99999797   -0 27 29.6
 QH0343;UTM  19      - 5,023,634.349   358,163.138   MT  0.99984735   -1 17 18.4
 QH0343
 QH0343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0343!SPC ME W     -   0.99988979  x   0.99999797  =   0.99988776
 QH0343!UTM  19      -   0.99988979  x   0.99984735  =   0.99973716
 QH0343
 QH0343:                Primary Azimuth Mark                     Grid Az
 QH0343:SPC ME W     -  MINE IBC                                 243 36 58.2
 QH0343:UTM  19      -  MINE IBC                                 244 26 47.0
 QH0343
 QH0343|---------------------------------------------------------------------|
 QH0343| PID    Reference Object                     Distance      Geod. Az  |
 QH0343|                                                           dddmmss.s |
 QH0343| QH0357 MINE IBC                            APPROX. 1.8 KM 2430928.6 |
 QH0343|---------------------------------------------------------------------|
 QH0343
 QH0343                          SUPERSEDED SURVEY CONTROL
 QH0343
 QH0343  NAD 83(1992)-  45 21 06.72048(N)    070 48 38.62834(W) AD(       ) 3
 QH0343  NAD 83(1992)-  45 21 06.72690(N)    070 48 38.62526(W) AD(       ) 3
 QH0343  NAD 83(1986)-  45 21 06.72390(N)    070 48 38.63079(W) AD(       ) 3
 QH0343  NAD 27      -  45 21 06.55500(N)    070 48 40.37100(W) AD(       ) 3
 QH0343
 QH0343.Superseded values are not recommended for survey control.
 QH0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0343.See file dsdata.txt to determine how the superseded data were derived.
 QH0343
 QH0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL5816323634(NAD 83)
 QH0343_MARKER: Z = SEE DESCRIPTION
 QH0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0343_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0343+STABILITY: SURFACE MOTION
 QH0343
 QH0343  HISTORY     - Date     Condition        Report By
 QH0343  HISTORY     - 1845     MONUMENTED       IBC
 QH0343  HISTORY     - 1975     GOOD             IBC
 QH0343
 QH0343                          STATION DESCRIPTION
 QH0343
 QH0343'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0343'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0343'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0343'THE SURFACE OF THE BASE.
 QH0343
 QH0343                          STATION RECOVERY (1975)
 QH0343
 QH0343'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (HGD)
 QH0343'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0349 ***********************************************************************
 QH0349  DESIGNATION -  MON 434 IBC
 QH0349  PID         -  QH0349
 QH0349  STATE/COUNTY-  ME/FRANKLIN
 QH0349  USGS QUAD   -  NORTHWEST POND (1990)
 QH0349
 QH0349                         *CURRENT SURVEY CONTROL
 QH0349  ___________________________________________________________________
 QH0349* NAD 83(1996)-  45 20 48.46248(N)    070 48 43.28550(W)     ADJUSTED  
 QH0349* NAVD 88     -       693.     (meters)    2274.     (feet)  SCALED    
 QH0349  ___________________________________________________________________
 QH0349  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 QH0349  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 QH0349
 QH0349  HORZ ORDER  -  THIRD
 QH0349
 QH0349.The horizontal coordinates were established by classical geodetic methods
 QH0349.and adjusted by the National Geodetic Survey in March 1998..
 QH0349.No horizontal observational check was made to the station.
 QH0349
 QH0349.The orthometric height was scaled from a topographic map.
 QH0349
 QH0349.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0349
 QH0349.The geoid height was determined by GEOID03.
 QH0349
 QH0349;                    North         East     Units Scale Factor Converg.
 QH0349;SPC ME W     -   279,474.128   849,425.224   MT  0.99999810   -0 27 32.8
 QH0349;UTM  19      - 5,023,073.171   358,049.207   MT  0.99984775   -1 17 21.3
 QH0349
 QH0349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0349!SPC ME W     -   0.99989543  x   0.99999810  =   0.99989353
 QH0349!UTM  19      -   0.99989543  x   0.99984775  =   0.99974320
 QH0349
 QH0349|---------------------------------------------------------------------|
 QH0349| PID    Reference Object                     Distance      Geod. Az  |
 QH0349|                                                           dddmmss.s |
 QH0349| QH0342 RIVER IBC                           360.071 METERS 02353     |
 QH0349| QH0346 MON 434 ECC IBC                      24.930 METERS 12607     |
 QH0349|---------------------------------------------------------------------|
 QH0349
 QH0349                          SUPERSEDED SURVEY CONTROL
 QH0349
 QH0349  NAD 83(1992)-  45 20 48.46162(N)    070 48 43.28168(W) AD(       ) 3
 QH0349  NAD 83(1992)-  45 20 48.46802(N)    070 48 43.27863(W) AD(       ) 3
 QH0349  NAD 83(1986)-  45 20 48.46506(N)    070 48 43.28408(W) AD(       ) 3
 QH0349  NAD 27      -  45 20 48.29600(N)    070 48 45.02300(W) AD(       ) 3
 QH0349
 QH0349.Superseded values are not recommended for survey control.
 QH0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0349.See file dsdata.txt to determine how the superseded data were derived.
 QH0349
 QH0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL5804923073(NAD 83)
 QH0349_MARKER: Z = SEE DESCRIPTION
 QH0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0349_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0349+STABILITY: SURFACE MOTION
 QH0349
 QH0349  HISTORY     - Date     Condition        Report By
 QH0349  HISTORY     - 1845     MONUMENTED       IBC
 QH0349  HISTORY     - 1940     POOR             IBC
 QH0349  HISTORY     - 1975     GOOD             IBC
 QH0349
 QH0349                          STATION DESCRIPTION
 QH0349
 QH0349'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0349'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0349'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0349'THE SURFACE OF THE BASE.
 QH0349
 QH0349                          STATION RECOVERY (1940)
 QH0349
 QH0349'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1940 (FHB)
 QH0349'FOUND WITH THREE CRACKS ACROSS TOP OF BASE, ONE CORNER OF BASE
 QH0349'BROKEN OFF, AND SURFACE OF BASE AROUND POST BROKEN.  THE REPAIRS
 QH0349'CONSISTED OF CUTTING OUT THE BROKEN SURFACE AROUND THE POST, BUILDING
 QH0349'UP THE BROKEN CORNER WITHIN A WOOD FORM, FILLING THE THREE CRACKS
 QH0349'WITH CEMENT MORTAR, AND STAMPING NEW
 QH0349'INSCRIPTIONS---U.S.---AND---RENEWED---.
 QH0349
 QH0349                          STATION RECOVERY (1975)
 QH0349
 QH0349'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (HGD)
 QH0349'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0354 ***********************************************************************
 QH0354  DESIGNATION -  MON 435 IBC
 QH0354  PID         -  QH0354
 QH0354  STATE/COUNTY-  ME/FRANKLIN
 QH0354  USGS QUAD   -  NORTHWEST POND (1990)
 QH0354
 QH0354                         *CURRENT SURVEY CONTROL
 QH0354  ___________________________________________________________________
 QH0354* NAD 83(1996)-  45 20 23.50764(N)    070 49 11.20150(W)     ADJUSTED  
 QH0354* NAVD 88     -       842.     (meters)    2762.     (feet)  SCALED    
 QH0354  ___________________________________________________________________
 QH0354  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 QH0354  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 QH0354
 QH0354  HORZ ORDER  -  THIRD
 QH0354
 QH0354.The horizontal coordinates were established by classical geodetic methods
 QH0354.and adjusted by the National Geodetic Survey in March 1998..
 QH0354
 QH0354.The orthometric height was scaled from a topographic map.
 QH0354
 QH0354.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0354
 QH0354.The geoid height was determined by GEOID03.
 QH0354
 QH0354;                    North         East     Units Scale Factor Converg.
 QH0354;SPC ME W     -   278,708.652   848,811.284   MT  0.99999887   -0 27 52.4
 QH0354;UTM  19      - 5,022,316.783   357,424.336   MT  0.99984994   -1 17 40.6
 QH0354
 QH0354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0354!SPC ME W     -   0.99987207  x   0.99999887  =   0.99987094
 QH0354!UTM  19      -   0.99987207  x   0.99984994  =   0.99972203
 QH0354
 QH0354:                Primary Azimuth Mark                     Grid Az
 QH0354:SPC ME W     -  GOSFORD IBC                              221 21 44.1
 QH0354:UTM  19      -  GOSFORD IBC                              222 11 32.3
 QH0354
 QH0354|---------------------------------------------------------------------|
 QH0354| PID    Reference Object                     Distance      Geod. Az  |
 QH0354|                                                           dddmmss.s |
 QH0354| QH0332 GOSFORD IBC                         APPROX. 5.6 KM 2205351.7 |
 QH0354| QH0355 MON 435 ECC FLAG IBC                 16.889 METERS 29702     |
 QH0354|---------------------------------------------------------------------|
 QH0354
 QH0354                          SUPERSEDED SURVEY CONTROL
 QH0354
 QH0354  NAD 83(1992)-  45 20 23.50673(N)    070 49 11.19775(W) AD(       ) 3
 QH0354  NAD 83(1992)-  45 20 23.51322(N)    070 49 11.19495(W) AD(       ) 3
 QH0354  NAD 83(1986)-  45 20 23.51034(N)    070 49 11.20027(W) AD(       ) 3
 QH0354  NAD 27      -  45 20 23.33900(N)    070 49 12.93800(W) AD(       ) 3
 QH0354
 QH0354.Superseded values are not recommended for survey control.
 QH0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0354.See file dsdata.txt to determine how the superseded data were derived.
 QH0354
 QH0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL5742422317(NAD 83)
 QH0354_MARKER: Z = SEE DESCRIPTION
 QH0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0354_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0354+STABILITY: SURFACE MOTION
 QH0354
 QH0354  HISTORY     - Date     Condition        Report By
 QH0354  HISTORY     - 1845     MONUMENTED       IBC
 QH0354  HISTORY     - 1975     GOOD             IBC
 QH0354
 QH0354                          STATION DESCRIPTION
 QH0354
 QH0354'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0354'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0354'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0354'THE SURFACE OF THE BASE.
 QH0354
 QH0354                          STATION RECOVERY (1975)
 QH0354
 QH0354'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (HGD)
 QH0354'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0350 ***********************************************************************
 QH0350  DESIGNATION -  MON 436 IBC
 QH0350  PID         -  QH0350
 QH0350  STATE/COUNTY-  ME/FRANKLIN
 QH0350  USGS QUAD   -  NORTHWEST POND (1990)
 QH0350
 QH0350                         *CURRENT SURVEY CONTROL
 QH0350  ___________________________________________________________________
 QH0350* NAD 83(1996)-  45 19 54.49340(N)    070 49 00.61023(W)     ADJUSTED  
 QH0350* NAVD 88     -       874.     (meters)    2867.     (feet)  SCALED    
 QH0350  ___________________________________________________________________
 QH0350  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 QH0350  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 QH0350
 QH0350  HORZ ORDER  -  THIRD
 QH0350
 QH0350.The horizontal coordinates were established by classical geodetic methods
 QH0350.and adjusted by the National Geodetic Survey in March 1998..
 QH0350.No horizontal observational check was made to the station.
 QH0350
 QH0350.The orthometric height was scaled from a topographic map.
 QH0350
 QH0350.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0350
 QH0350.The geoid height was determined by GEOID03.
 QH0350
 QH0350;                    North         East     Units Scale Factor Converg.
 QH0350;SPC ME W     -   277,811.096   849,034.641   MT  0.99999859   -0 27 44.7
 QH0350;UTM  19      - 5,021,416.220   357,634.636   MT  0.99984920   -1 17 32.4
 QH0350
 QH0350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0350!SPC ME W     -   0.99986705  x   0.99999859  =   0.99986564
 QH0350!UTM  19      -   0.99986705  x   0.99984920  =   0.99971627
 QH0350
 QH0350:                Primary Azimuth Mark                     Grid Az
 QH0350:SPC ME W     -  GOSFORD IBC                              229 50 49.9
 QH0350:UTM  19      -  GOSFORD IBC                              230 40 37.6
 QH0350
 QH0350|---------------------------------------------------------------------|
 QH0350| PID    Reference Object                     Distance      Geod. Az  |
 QH0350|                                                           dddmmss.s |
 QH0350| QH0332 GOSFORD IBC                         APPROX. 5.2 KM 2292305.2 |
 QH0350| QH0351 MON 436 ECC IBC                      16.300 METERS 34711     |
 QH0350|---------------------------------------------------------------------|
 QH0350
 QH0350                          SUPERSEDED SURVEY CONTROL
 QH0350
 QH0350  NAD 83(1992)-  45 19 54.49242(N)    070 49 00.60648(W) AD(       ) 3
 QH0350  NAD 83(1992)-  45 19 54.49903(N)    070 49 00.60366(W) AD(       ) 3
 QH0350  NAD 83(1986)-  45 19 54.49624(N)    070 49 00.60902(W) AD(       ) 3
 QH0350  NAD 27      -  45 19 54.31700(N)    070 49 02.35800(W) AD(       ) 3
 QH0350
 QH0350.Superseded values are not recommended for survey control.
 QH0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0350.See file dsdata.txt to determine how the superseded data were derived.
 QH0350
 QH0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL5763521416(NAD 83)
 QH0350_MARKER: Z = SEE DESCRIPTION
 QH0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0350_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0350+STABILITY: SURFACE MOTION
 QH0350
 QH0350  HISTORY     - Date     Condition        Report By
 QH0350  HISTORY     - 1845     MONUMENTED       IBC
 QH0350  HISTORY     - 1975     GOOD             IBC
 QH0350
 QH0350                          STATION DESCRIPTION
 QH0350
 QH0350'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0350'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0350'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0350'THE SURFACE OF THE BASE.
 QH0350
 QH0350                          STATION RECOVERY (1975)
 QH0350
 QH0350'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (HGD)
 QH0350'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0344 ***********************************************************************
 QH0344  DESIGNATION -  MON 437 IBC
 QH0344  PID         -  QH0344
 QH0344  STATE/COUNTY-  ME/FRANKLIN
 QH0344  USGS QUAD   -  NORTHWEST POND (1990)
 QH0344
 QH0344                         *CURRENT SURVEY CONTROL
 QH0344  ___________________________________________________________________
 QH0344* NAD 83(1996)-  45 19 40.63905(N)    070 48 38.69277(W)     ADJUSTED  
 QH0344* NAVD 88     -       913.     (meters)    2995.     (feet)  SCALED    
 QH0344  ___________________________________________________________________
 QH0344  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 QH0344  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 QH0344
 QH0344  HORZ ORDER  -  THIRD
 QH0344
 QH0344.The horizontal coordinates were established by classical geodetic methods
 QH0344.and adjusted by the National Geodetic Survey in March 1998..
 QH0344
 QH0344.The orthometric height was scaled from a topographic map.
 QH0344
 QH0344.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0344
 QH0344.The geoid height was determined by GEOID03.
 QH0344
 QH0344;                    North         East     Units Scale Factor Converg.
 QH0344;SPC ME W     -   277,379.569   849,508.460   MT  0.99999800   -0 27 29.0
 QH0344;UTM  19      - 5,020,977.942   358,102.085   MT  0.99984757   -1 17 16.5
 QH0344
 QH0344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0344!SPC ME W     -   0.99986093  x   0.99999800  =   0.99985893
 QH0344!UTM  19      -   0.99986093  x   0.99984757  =   0.99970853
 QH0344
 QH0344                          SUPERSEDED SURVEY CONTROL
 QH0344
 QH0344  NAD 83(1992)-  45 19 40.63800(N)    070 48 38.68906(W) AD(       ) 3
 QH0344  NAD 83(1992)-  45 19 40.64462(N)    070 48 38.68622(W) AD(       ) 3
 QH0344  NAD 83(1986)-  45 19 40.64192(N)    070 48 38.69167(W) AD(       ) 3
 QH0344  NAD 27      -  45 19 40.46400(N)    070 48 40.44400(W) AD(       ) 3
 QH0344
 QH0344.Superseded values are not recommended for survey control.
 QH0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0344.See file dsdata.txt to determine how the superseded data were derived.
 QH0344
 QH0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL5810220978(NAD 83)
 QH0344_MARKER: Z = SEE DESCRIPTION
 QH0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0344_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0344+STABILITY: SURFACE MOTION
 QH0344
 QH0344  HISTORY     - Date     Condition        Report By
 QH0344  HISTORY     - 1845     MONUMENTED       IBC
 QH0344  HISTORY     - 1975     GOOD             IBC
 QH0344
 QH0344                          STATION DESCRIPTION
 QH0344
 QH0344'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0344'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0344'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0344'THE SURFACE OF THE BASE.
 QH0344
 QH0344                          STATION RECOVERY (1975)
 QH0344
 QH0344'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (HGD)
 QH0344'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0335 ***********************************************************************
 QH0335  DESIGNATION -  MON 438 IBC
 QH0335  PID         -  QH0335
 QH0335  STATE/COUNTY-  ME/FRANKLIN
 QH0335  USGS QUAD   -  NORTHWEST POND (1990)
 QH0335
 QH0335                         *CURRENT SURVEY CONTROL
 QH0335  ___________________________________________________________________
 QH0335* NAD 83(1996)-  45 19 27.43727(N)    070 48 27.25068(W)     ADJUSTED  
 QH0335* NAVD 88     -       771.     (meters)    2530.     (feet)  SCALED    
 QH0335  ___________________________________________________________________
 QH0335  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 QH0335  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 QH0335
 QH0335  HORZ ORDER  -  THIRD
 QH0335
 QH0335.The horizontal coordinates were established by classical geodetic methods
 QH0335.and adjusted by the National Geodetic Survey in March 1998..
 QH0335.No horizontal observational check was made to the station.
 QH0335
 QH0335.The orthometric height was scaled from a topographic map.
 QH0335
 QH0335.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0335
 QH0335.The geoid height was determined by GEOID03.
 QH0335
 QH0335;                    North         East     Units Scale Factor Converg.
 QH0335;SPC ME W     -   276,970.034   849,754.380   MT  0.99999770   -0 27 20.7
 QH0335;UTM  19      - 5,020,564.951   358,342.012   MT  0.99984673   -1 17 08.1
 QH0335
 QH0335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0335!SPC ME W     -   0.99988319  x   0.99999770  =   0.99988089
 QH0335!UTM  19      -   0.99988319  x   0.99984673  =   0.99972994
 QH0335
 QH0335:                Primary Azimuth Mark                     Grid Az
 QH0335:SPC ME W     -  GOSFORD IBC                              241 56 47.9
 QH0335:UTM  19      -  GOSFORD IBC                              242 46 35.3
 QH0335
 QH0335|---------------------------------------------------------------------|
 QH0335| PID    Reference Object                     Distance      Geod. Az  |
 QH0335|                                                           dddmmss.s |
 QH0335| QH0332 GOSFORD IBC                         APPROX. 5.3 KM 2412927.2 |
 QH0335| QH0338 MON 438 ECC IBC                     174.561 METERS 24704     |
 QH0335|---------------------------------------------------------------------|
 QH0335
 QH0335                          SUPERSEDED SURVEY CONTROL
 QH0335
 QH0335  NAD 83(1992)-  45 19 27.43622(N)    070 48 27.24698(W) AD(       ) 3
 QH0335  NAD 83(1992)-  45 19 27.44285(N)    070 48 27.24429(W) AD(       ) 3
 QH0335  NAD 83(1986)-  45 19 27.44012(N)    070 48 27.24970(W) AD(       ) 3
 QH0335  NAD 27      -  45 19 27.26600(N)    070 48 29.00500(W) AD(       ) 3
 QH0335
 QH0335.Superseded values are not recommended for survey control.
 QH0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0335.See file dsdata.txt to determine how the superseded data were derived.
 QH0335
 QH0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL5834220565(NAD 83)
 QH0335_MARKER: Z = SEE DESCRIPTION
 QH0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0335_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0335+STABILITY: SURFACE MOTION
 QH0335
 QH0335  HISTORY     - Date     Condition        Report By
 QH0335  HISTORY     - 1845     MONUMENTED       IBC
 QH0335  HISTORY     - 1975     GOOD             IBC
 QH0335
 QH0335                          STATION DESCRIPTION
 QH0335
 QH0335'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0335'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0335'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0335'THE SURFACE OF THE BASE.
 QH0335
 QH0335                          STATION RECOVERY (1975)
 QH0335
 QH0335'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (HGD)
 QH0335'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0337 ***********************************************************************
 QH0337  DESIGNATION -  MON 439 IBC
 QH0337  PID         -  QH0337
 QH0337  STATE/COUNTY-  ME/FRANKLIN
 QH0337  USGS QUAD   -  NORTHWEST POND (1990)
 QH0337
 QH0337                         *CURRENT SURVEY CONTROL
 QH0337  ___________________________________________________________________
 QH0337* NAD 83(1996)-  45 18 42.17415(N)    070 48 30.81421(W)     ADJUSTED  
 QH0337* NAVD 88     -       961.     (meters)    3153.     (feet)  SCALED    
 QH0337  ___________________________________________________________________
 QH0337  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 QH0337  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 QH0337
 QH0337  HORZ ORDER  -  THIRD
 QH0337
 QH0337.The horizontal coordinates were established by classical geodetic methods
 QH0337.and adjusted by the National Geodetic Survey in March 1998..
 QH0337.No horizontal observational check was made to the station.
 QH0337
 QH0337.The orthometric height was scaled from a topographic map.
 QH0337
 QH0337.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0337
 QH0337.The geoid height was determined by GEOID03.
 QH0337
 QH0337;                    North         East     Units Scale Factor Converg.
 QH0337;SPC ME W     -   275,573.352   849,665.645   MT  0.99999781   -0 27 22.9
 QH0337;UTM  19      - 5,019,169.910   358,233.077   MT  0.99984711   -1 17 09.6
 QH0337
 QH0337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0337!SPC ME W     -   0.99985340  x   0.99999781  =   0.99985121
 QH0337!UTM  19      -   0.99985340  x   0.99984711  =   0.99970053
 QH0337
 QH0337|---------------------------------------------------------------------|
 QH0337| PID    Reference Object                     Distance      Geod. Az  |
 QH0337|                                                           dddmmss.s |
 QH0337| QH0336 MON 439 ECC IBC                       9.523 METERS 09404     |
 QH0337| QH0365 SEYMOUR IBC                         APPROX. 3.9 KM 2883225.5 |
 QH0337|---------------------------------------------------------------------|
 QH0337
 QH0337                          SUPERSEDED SURVEY CONTROL
 QH0337
 QH0337  NAD 83(1992)-  45 18 42.17298(N)    070 48 30.81058(W) AD(       ) 3
 QH0337  NAD 83(1992)-  45 18 42.17975(N)    070 48 30.80789(W) AD(       ) 3
 QH0337  NAD 83(1986)-  45 18 42.17723(N)    070 48 30.81329(W) AD(       ) 3
 QH0337  NAD 27      -  45 18 42.00000(N)    070 48 32.56900(W) AD(       ) 3
 QH0337
 QH0337.Superseded values are not recommended for survey control.
 QH0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0337.See file dsdata.txt to determine how the superseded data were derived.
 QH0337
 QH0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL5823319170(NAD 83)
 QH0337_MARKER: Z = SEE DESCRIPTION
 QH0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0337_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0337+STABILITY: SURFACE MOTION
 QH0337
 QH0337  HISTORY     - Date     Condition        Report By
 QH0337  HISTORY     - 1845     MONUMENTED       IBC
 QH0337  HISTORY     - 1975     GOOD             IBC
 QH0337
 QH0337                          STATION DESCRIPTION
 QH0337
 QH0337'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0337'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0337'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0337'THE SURFACE OF THE BASE.
 QH0337
 QH0337                          STATION RECOVERY (1975)
 QH0337
 QH0337'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (HGD)
 QH0337'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0347 ***********************************************************************
 QH0347  DESIGNATION -  MON 440 IBC
 QH0347  PID         -  QH0347
 QH0347  STATE/COUNTY-  ME/FRANKLIN
 QH0347  USGS QUAD   -  NORTHWEST POND (1990)
 QH0347
 QH0347                         *CURRENT SURVEY CONTROL
 QH0347  ___________________________________________________________________
 QH0347* NAD 83(1996)-  45 18 21.45147(N)    070 48 43.16412(W)     ADJUSTED  
 QH0347* NAVD 88     -       864.     (meters)    2835.     (feet)  SCALED    
 QH0347  ___________________________________________________________________
 QH0347  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 QH0347  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 QH0347
 QH0347  HORZ ORDER  -  THIRD
 QH0347
 QH0347.The horizontal coordinates were established by classical geodetic methods
 QH0347.and adjusted by the National Geodetic Survey in March 1998..
 QH0347.No horizontal observational check was made to the station.
 QH0347
 QH0347.The orthometric height was scaled from a topographic map.
 QH0347
 QH0347.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0347
 QH0347.The geoid height was determined by GEOID03.
 QH0347
 QH0347;                    North         East     Units Scale Factor Converg.
 QH0347;SPC ME W     -   274,935.779   849,391.516   MT  0.99999815   -0 27 31.5
 QH0347;UTM  19      - 5,018,536.469   357,949.788   MT  0.99984810   -1 17 17.9
 QH0347
 QH0347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0347!SPC ME W     -   0.99986860  x   0.99999815  =   0.99986675
 QH0347!UTM  19      -   0.99986860  x   0.99984810  =   0.99971672
 QH0347
 QH0347:                Primary Azimuth Mark                     Grid Az
 QH0347:SPC ME W     -  SNOW IBC                                 101 43 35.2
 QH0347:UTM  19      -  SNOW IBC                                 102 33 21.6
 QH0347
 QH0347|---------------------------------------------------------------------|
 QH0347| PID    Reference Object                     Distance      Geod. Az  |
 QH0347|                                                           dddmmss.s |
 QH0347| QH0256 SNOW IBC                            APPROX. 8.2 KM 1011603.7 |
 QH0347| QH0348 MON 440 ECC IBC                      10.850 METERS 18448     |
 QH0347|---------------------------------------------------------------------|
 QH0347
 QH0347                          SUPERSEDED SURVEY CONTROL
 QH0347
 QH0347  NAD 83(1992)-  45 18 21.45028(N)    070 48 43.16060(W) AD(       ) 3
 QH0347  NAD 83(1992)-  45 18 21.45714(N)    070 48 43.15780(W) AD(       ) 3
 QH0347  NAD 83(1986)-  45 18 21.45463(N)    070 48 43.16318(W) AD(       ) 3
 QH0347  NAD 27      -  45 18 21.27800(N)    070 48 44.92000(W) AD(       ) 3
 QH0347
 QH0347.Superseded values are not recommended for survey control.
 QH0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0347.See file dsdata.txt to determine how the superseded data were derived.
 QH0347
 QH0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL5795018536(NAD 83)
 QH0347_MARKER: Z = SEE DESCRIPTION
 QH0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0347_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0347+STABILITY: SURFACE MOTION
 QH0347
 QH0347  HISTORY     - Date     Condition        Report By
 QH0347  HISTORY     - 1845     MONUMENTED       IBC
 QH0347  HISTORY     - 1975     GOOD             IBC
 QH0347
 QH0347                          STATION DESCRIPTION
 QH0347
 QH0347'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0347'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0347'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0347'THE SURFACE OF THE BASE.
 QH0347
 QH0347                          STATION RECOVERY (1975)
 QH0347
 QH0347'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (HGD)
 QH0347'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0353 ***********************************************************************
 QH0353  DESIGNATION -  MON 441 IBC
 QH0353  PID         -  QH0353
 QH0353  STATE/COUNTY-  ME/FRANKLIN
 QH0353  USGS QUAD   -  NORTHWEST POND (1990)
 QH0353
 QH0353                         *CURRENT SURVEY CONTROL
 QH0353  ___________________________________________________________________
 QH0353* NAD 83(1996)-  45 17 55.09981(N)    070 49 04.89316(W)     ADJUSTED  
 QH0353* NAVD 88     -      1003.     (meters)    3291.     (feet)  SCALED    
 QH0353  ___________________________________________________________________
 QH0353  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 QH0353  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 QH0353
 QH0353  HORZ ORDER  -  THIRD
 QH0353
 QH0353.The horizontal coordinates were established by classical geodetic methods
 QH0353.and adjusted by the National Geodetic Survey in March 1998..
 QH0353.No horizontal observational check was made to the station.
 QH0353
 QH0353.The orthometric height was scaled from a topographic map.
 QH0353
 QH0353.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0353
 QH0353.The geoid height was determined by GEOID03.
 QH0353
 QH0353;                    North         East     Units Scale Factor Converg.
 QH0353;SPC ME W     -   274,126.097   848,911.590   MT  0.99999875   -0 27 46.7
 QH0353;UTM  19      - 5,017,733.939   357,458.264   MT  0.99984982   -1 17 32.8
 QH0353
 QH0353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0353!SPC ME W     -   0.99984681  x   0.99999875  =   0.99984556
 QH0353!UTM  19      -   0.99984681  x   0.99984982  =   0.99969665
 QH0353
 QH0353:                Primary Azimuth Mark                     Grid Az
 QH0353:SPC ME W     -  STEEP 437 ECC IBC                        009 59 52.6
 QH0353:UTM  19      -  STEEP 437 ECC IBC                        010 49 38.7
 QH0353
 QH0353|---------------------------------------------------------------------|
 QH0353| PID    Reference Object                     Distance      Geod. Az  |
 QH0353|                                                           dddmmss.s |
 QH0353| QH0367 STEEP 437 ECC IBC                   APPROX. 3.3 KM 0093205.9 |
 QH0353| QH0352 MON 441 ECC IBC                      24.240 METERS 10448     |
 QH0353|---------------------------------------------------------------------|
 QH0353
 QH0353                          SUPERSEDED SURVEY CONTROL
 QH0353
 QH0353  NAD 83(1992)-  45 17 55.09860(N)    070 49 04.88965(W) AD(       ) 3
 QH0353  NAD 83(1992)-  45 17 55.10548(N)    070 49 04.88701(W) AD(       ) 3
 QH0353  NAD 83(1986)-  45 17 55.10311(N)    070 49 04.89226(W) AD(       ) 3
 QH0353  NAD 27      -  45 17 54.92800(N)    070 49 06.64300(W) AD(       ) 3
 QH0353
 QH0353.Superseded values are not recommended for survey control.
 QH0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0353.See file dsdata.txt to determine how the superseded data were derived.
 QH0353
 QH0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL5745817734(NAD 83)
 QH0353_MARKER: Z = SEE DESCRIPTION
 QH0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0353_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0353+STABILITY: SURFACE MOTION
 QH0353
 QH0353  HISTORY     - Date     Condition        Report By
 QH0353  HISTORY     - 1845     MONUMENTED       IBC
 QH0353  HISTORY     - 1975     GOOD             IBC
 QH0353
 QH0353                          STATION DESCRIPTION
 QH0353
 QH0353'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0353'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0353'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0353'THE SURFACE OF THE BASE.
 QH0353
 QH0353                          STATION RECOVERY (1975)
 QH0353
 QH0353'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (HGD)
 QH0353'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0369 ***********************************************************************
 QH0369  DESIGNATION -  MON 442 IBC
 QH0369  PID         -  QH0369
 QH0369  STATE/COUNTY-  ME/FRANKLIN
 QH0369  USGS QUAD   -  NORTHWEST POND (1990)
 QH0369
 QH0369                         *CURRENT SURVEY CONTROL
 QH0369  ___________________________________________________________________
 QH0369* NAD 83(1996)-  45 17 50.14913(N)    070 49 33.64155(W)     ADJUSTED  
 QH0369* NAVD 88     -       985.     (meters)    3232.     (feet)  SCALED    
 QH0369  ___________________________________________________________________
 QH0369  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 QH0369  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 QH0369
 QH0369  HORZ ORDER  -  THIRD
 QH0369
 QH0369.The horizontal coordinates were established by classical geodetic methods
 QH0369.and adjusted by the National Geodetic Survey in March 1998..
 QH0369.No horizontal observational check was made to the station.
 QH0369
 QH0369.The orthometric height was scaled from a topographic map.
 QH0369
 QH0369.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0369
 QH0369.The geoid height was determined by GEOID03.
 QH0369
 QH0369;                    North         East     Units Scale Factor Converg.
 QH0369;SPC ME W     -   273,978.360   848,283.996   MT  0.99999954   -0 28 07.1
 QH0369;UTM  19      - 5,017,595.323   356,828.691   MT  0.99985203   -1 17 53.1
 QH0369
 QH0369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0369!SPC ME W     -   0.99984963  x   0.99999954  =   0.99984917
 QH0369!UTM  19      -   0.99984963  x   0.99985203  =   0.99970168
 QH0369
 QH0369|---------------------------------------------------------------------|
 QH0369| PID    Reference Object                     Distance      Geod. Az  |
 QH0369|                                                           dddmmss.s |
 QH0369| QH0368 MON 442 ECC IBC                       4.083 METERS 00009     |
 QH0369| QH0416 WOBURN IBC                          APPROX.11.8 KM 3244938.5 |
 QH0369|---------------------------------------------------------------------|
 QH0369
 QH0369                          SUPERSEDED SURVEY CONTROL
 QH0369
 QH0369  NAD 83(1992)-  45 17 50.14790(N)    070 49 33.63810(W) AD(       ) 3
 QH0369  NAD 83(1992)-  45 17 50.15494(N)    070 49 33.63545(W) AD(       ) 3
 QH0369  NAD 83(1986)-  45 17 50.15257(N)    070 49 33.64058(W) AD(       ) 3
 QH0369  NAD 27      -  45 17 49.96800(N)    070 49 35.38200(W) AD(       ) 3
 QH0369
 QH0369.Superseded values are not recommended for survey control.
 QH0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0369.See file dsdata.txt to determine how the superseded data were derived.
 QH0369
 QH0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL5682917595(NAD 83)
 QH0369_MARKER: Z = SEE DESCRIPTION
 QH0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0369_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0369+STABILITY: SURFACE MOTION
 QH0369
 QH0369  HISTORY     - Date     Condition        Report By
 QH0369  HISTORY     - 1845     MONUMENTED       IBC
 QH0369  HISTORY     - 1975     GOOD             IBC
 QH0369
 QH0369                          STATION DESCRIPTION
 QH0369
 QH0369'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0369'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0369'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0369'THE SURFACE OF THE BASE.
 QH0369
 QH0369                          STATION RECOVERY (1975)
 QH0369
 QH0369'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (HGD)
 QH0369'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0360 ***********************************************************************
 QH0360  DESIGNATION -  MON 443 IBC
 QH0360  PID         -  QH0360
 QH0360  STATE/COUNTY-  ME/FRANKLIN
 QH0360  USGS QUAD   -  NORTHWEST POND (1990)
 QH0360
 QH0360                         *CURRENT SURVEY CONTROL
 QH0360  ___________________________________________________________________
 QH0360* NAD 83(1996)-  45 17 37.79416(N)    070 50 07.99491(W)     ADJUSTED  
 QH0360* NAVD 88     -      1156.     (meters)    3793.     (feet)  SCALED    
 QH0360  ___________________________________________________________________
 QH0360  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 QH0360  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 QH0360
 QH0360  HORZ ORDER  -  THIRD
 QH0360
 QH0360.The horizontal coordinates were established by classical geodetic methods
 QH0360.and adjusted by the National Geodetic Survey in March 1998..
 QH0360.No horizontal observational check was made to the station.
 QH0360
 QH0360.The orthometric height was scaled from a topographic map.
 QH0360
 QH0360.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0360
 QH0360.The geoid height was determined by GEOID03.
 QH0360
 QH0360;                    North         East     Units Scale Factor Converg.
 QH0360;SPC ME W     -   273,603.122   847,532.354   MT  1.00000050   -0 28 31.5
 QH0360;UTM  19      - 5,017,231.059   356,071.807   MT  0.99985471   -1 18 17.3
 QH0360
 QH0360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0360!SPC ME W     -   0.99982282  x   1.00000050  =   0.99982332
 QH0360!UTM  19      -   0.99982282  x   0.99985471  =   0.99967756
 QH0360
 QH0360                          SUPERSEDED SURVEY CONTROL
 QH0360
 QH0360  NAD 83(1992)-  45 17 37.79293(N)    070 50 07.99157(W) AD(       ) 3
 QH0360  NAD 83(1992)-  45 17 37.79996(N)    070 50 07.98880(W) AD(       ) 3
 QH0360  NAD 83(1986)-  45 17 37.79765(N)    070 50 07.99389(W) AD(       ) 3
 QH0360  NAD 27      -  45 17 37.62200(N)    070 50 09.74400(W) AD(       ) 3
 QH0360
 QH0360.Superseded values are not recommended for survey control.
 QH0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0360.See file dsdata.txt to determine how the superseded data were derived.
 QH0360
 QH0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL5607217231(NAD 83)
 QH0360_MARKER: Z = SEE DESCRIPTION
 QH0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0360_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0360+STABILITY: SURFACE MOTION
 QH0360
 QH0360  HISTORY     - Date     Condition        Report By
 QH0360  HISTORY     - 1845     MONUMENTED       IBC
 QH0360  HISTORY     - 1975     GOOD             IBC
 QH0360  HISTORY     - 20060713 GOOD             GEOCAC
 QH0360
 QH0360                          STATION DESCRIPTION
 QH0360
 QH0360'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0360'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0360'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0360'THE SURFACE OF THE BASE.
 QH0360
 QH0360                          STATION RECOVERY (1975)
 QH0360
 QH0360'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (HGD)
 QH0360'STATION RECOVERED IN GOOD CONDITION.
 QH0360
 QH0360                          STATION RECOVERY (2006)
 QH0360
 QH0360'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 QH0360'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0370 ***********************************************************************
 QH0370  DESIGNATION -  MON 444 IBC
 QH0370  PID         -  QH0370
 QH0370  STATE/COUNTY-  ME/FRANKLIN
 QH0370  USGS QUAD   -  NORTHWEST POND (1990)
 QH0370
 QH0370                         *CURRENT SURVEY CONTROL
 QH0370  ___________________________________________________________________
 QH0370* NAD 83(1996)-  45 17 06.03933(N)    070 49 51.17434(W)     ADJUSTED  
 QH0370* NAVD 88     -      1021.     (meters)    3350.     (feet)  SCALED    
 QH0370  ___________________________________________________________________
 QH0370  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 QH0370  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 QH0370
 QH0370  HORZ ORDER  -  THIRD
 QH0370
 QH0370.The horizontal coordinates were established by classical geodetic methods
 QH0370.and adjusted by the National Geodetic Survey in March 1998..
 QH0370.No horizontal observational check was made to the station.
 QH0370
 QH0370.The orthometric height was scaled from a topographic map.
 QH0370
 QH0370.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0370
 QH0370.The geoid height was determined by GEOID03.
 QH0370
 QH0370;                    North         East     Units Scale Factor Converg.
 QH0370;SPC ME W     -   272,619.806   847,890.780   MT  1.00000004   -0 28 19.2
 QH0370;UTM  19      - 5,016,242.801   356,415.912   MT  0.99985349   -1 18 04.6
 QH0370
 QH0370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0370!SPC ME W     -   0.99984398  x   1.00000004  =   0.99984402
 QH0370!UTM  19      -   0.99984398  x   0.99985349  =   0.99969749
 QH0370
 QH0370:                Primary Azimuth Mark                     Grid Az
 QH0370:SPC ME W     -  SNOW IBC                                 086 07 43.1
 QH0370:UTM  19      -  SNOW IBC                                 086 57 28.5
 QH0370
 QH0370|---------------------------------------------------------------------|
 QH0370| PID    Reference Object                     Distance      Geod. Az  |
 QH0370|                                                           dddmmss.s |
 QH0370| QH0256 SNOW IBC                            APPROX. 9.6 KM 0853923.9 |
 QH0370| QH0371 MON 444 ECC IBC                       5.740 METERS 27309     |
 QH0370|---------------------------------------------------------------------|
 QH0370
 QH0370                          SUPERSEDED SURVEY CONTROL
 QH0370
 QH0370  NAD 83(1992)-  45 17 06.03805(N)    070 49 51.17099(W) AD(       ) 3
 QH0370  NAD 83(1992)-  45 17 06.04518(N)    070 49 51.16842(W) AD(       ) 3
 QH0370  NAD 83(1986)-  45 17 06.04295(N)    070 49 51.17348(W) AD(       ) 3
 QH0370  NAD 27      -  45 17 05.86600(N)    070 49 52.92300(W) AD(       ) 3
 QH0370
 QH0370.Superseded values are not recommended for survey control.
 QH0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0370.See file dsdata.txt to determine how the superseded data were derived.
 QH0370
 QH0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL5641616243(NAD 83)
 QH0370_MARKER: Z = SEE DESCRIPTION
 QH0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0370_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0370+STABILITY: SURFACE MOTION
 QH0370
 QH0370  HISTORY     - Date     Condition        Report By
 QH0370  HISTORY     - 1845     MONUMENTED       IBC
 QH0370  HISTORY     - 1967     GOOD             IBC
 QH0370  HISTORY     - 20060713 GOOD             GEOCAC
 QH0370
 QH0370                          STATION DESCRIPTION
 QH0370
 QH0370'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0370'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0370'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0370'THE SURFACE OF THE BASE.
 QH0370
 QH0370                          STATION RECOVERY (1967)
 QH0370
 QH0370'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1967 (HGD)
 QH0370'STATION RECOVERED IN GOOD CONDITION.
 QH0370
 QH0370                          STATION RECOVERY (2006)
 QH0370
 QH0370'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 QH0370'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0374 ***********************************************************************
 QH0374  DESIGNATION -  MON 445 IBC
 QH0374  PID         -  QH0374
 QH0374  STATE/COUNTY-  ME/OXFORD
 QH0374  USGS QUAD   -  NORTHWEST POND (1990)
 QH0374
 QH0374                         *CURRENT SURVEY CONTROL
 QH0374  ___________________________________________________________________
 QH0374* NAD 83(1996)-  45 16 06.56074(N)    070 50 23.45043(W)     ADJUSTED  
 QH0374* NAVD 88     -      1135.     (meters)    3724.     (feet)  SCALED    
 QH0374  ___________________________________________________________________
 QH0374  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 QH0374  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 QH0374
 QH0374  HORZ ORDER  -  THIRD
 QH0374
 QH0374.The horizontal coordinates were established by classical geodetic methods
 QH0374.and adjusted by the National Geodetic Survey in March 1998..
 QH0374.No horizontal observational check was made to the station.
 QH0374
 QH0374.The orthometric height was scaled from a topographic map.
 QH0374
 QH0374.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0374
 QH0374.The geoid height was determined by GEOID03.
 QH0374
 QH0374;                    North         East     Units Scale Factor Converg.
 QH0374;SPC ME W     -   270,789.512   847,172.080   MT  1.00000097   -0 28 41.7
 QH0374;UTM  19      - 5,014,423.365   355,670.911   MT  0.99985613   -1 18 26.2
 QH0374
 QH0374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0374!SPC ME W     -   0.99982610  x   1.00000097  =   0.99982707
 QH0374!UTM  19      -   0.99982610  x   0.99985613  =   0.99968226
 QH0374
 QH0374|---------------------------------------------------------------------|
 QH0374| PID    Reference Object                     Distance      Geod. Az  |
 QH0374|                                                           dddmmss.s |
 QH0374| QH0375 MON 445 ECC IBC                       2.898 METERS 25052     |
 QH0374| QH0332 GOSFORD IBC                         APPROX. 4.2 KM 3301042.2 |
 QH0374|---------------------------------------------------------------------|
 QH0374
 QH0374                          SUPERSEDED SURVEY CONTROL
 QH0374
 QH0374  NAD 83(1992)-  45 16 06.55940(N)    070 50 23.44730(W) AD(       ) 3
 QH0374  NAD 83(1992)-  45 16 06.56677(N)    070 50 23.44460(W) AD(       ) 3
 QH0374  NAD 83(1986)-  45 16 06.56467(N)    070 50 23.44950(W) AD(       ) 3
 QH0374  NAD 27      -  45 16 06.39100(N)    070 50 25.20300(W) AD(       ) 3
 QH0374
 QH0374.Superseded values are not recommended for survey control.
 QH0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0374.See file dsdata.txt to determine how the superseded data were derived.
 QH0374
 QH0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL5567114423(NAD 83)
 QH0374_MARKER: Z = SEE DESCRIPTION
 QH0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0374_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0374+STABILITY: SURFACE MOTION
 QH0374
 QH0374  HISTORY     - Date     Condition        Report By
 QH0374  HISTORY     - 1845     MONUMENTED       IBC
 QH0374  HISTORY     - 1967     GOOD             IBC
 QH0374  HISTORY     - 1976     POOR             IBC
 QH0374  HISTORY     - 20060713 POOR             GEOCAC
 QH0374
 QH0374                          STATION DESCRIPTION
 QH0374
 QH0374'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0374'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0374'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0374'THE SURFACE OF THE BASE.
 QH0374
 QH0374                          STATION RECOVERY (1967)
 QH0374
 QH0374'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1967 (HGD)
 QH0374'STATION RECOVERED IN GOOD CONDITION.
 QH0374
 QH0374                          STATION RECOVERY (1976)
 QH0374
 QH0374'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1976 (HGD)
 QH0374'CAST IRON MONUMENT REPAIRED.
 QH0374
 QH0374                          STATION RECOVERY (2006)
 QH0374
 QH0374'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 QH0374'THE CAST IRON POST OF THE MONUMENT WAS FOUND BROKEN OFF AT A POINT
 QH0374'NEAR THE TOP OF THE CONCRETE BASE AND WAS LYING NEARBY ON THE GROUND.
 QH0374' 
 QH0374' 
 QH0374'VANDALISM WAS SUSPECTED AS THE CAUSE OF THIS DAMAGE.  THE IBC WAS
 QH0374'NOTIFIED AT ITS EASTERN REGION FIELD OFFICE IN HOULTON MAINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0376 ***********************************************************************
 QH0376  DESIGNATION -  MON 446 IBC
 QH0376  PID         -  QH0376
 QH0376  STATE/COUNTY-  ME/OXFORD
 QH0376  USGS QUAD   -  NORTHWEST POND (1990)
 QH0376
 QH0376                         *CURRENT SURVEY CONTROL
 QH0376  ___________________________________________________________________
 QH0376* NAD 83(1996)-  45 15 52.42139(N)    070 50 46.81545(W)     ADJUSTED  
 QH0376* NAVD 88     -      1084.     (meters)    3556.     (feet)  SCALED    
 QH0376  ___________________________________________________________________
 QH0376  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 QH0376  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 QH0376
 QH0376  HORZ ORDER  -  THIRD
 QH0376
 QH0376.The horizontal coordinates were established by classical geodetic methods
 QH0376.and adjusted by the National Geodetic Survey in March 1998..
 QH0376.No horizontal observational check was made to the station.
 QH0376
 QH0376.The orthometric height was scaled from a topographic map.
 QH0376
 QH0376.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0376
 QH0376.The geoid height was determined by GEOID03.
 QH0376
 QH0376;                    North         East     Units Scale Factor Converg.
 QH0376;SPC ME W     -   270,357.297   846,659.077   MT  1.00000164   -0 28 58.2
 QH0376;UTM  19      - 5,013,998.679   355,151.782   MT  0.99985798   -1 18 42.5
 QH0376
 QH0376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0376!SPC ME W     -   0.99983409  x   1.00000164  =   0.99983573
 QH0376!UTM  19      -   0.99983409  x   0.99985798  =   0.99969210
 QH0376
 QH0376:                Primary Azimuth Mark                     Grid Az
 QH0376:SPC ME W     -  GOSFORD IBC                              339 14 20.9
 QH0376:UTM  19      -  GOSFORD IBC                              340 04 05.2
 QH0376
 QH0376|---------------------------------------------------------------------|
 QH0376| PID    Reference Object                     Distance      Geod. Az  |
 QH0376|                                                           dddmmss.s |
 QH0376| QH0332 GOSFORD IBC                         APPROX. 4.4 KM 3384522.7 |
 QH0376| QH0377 MON 446 ECC IBC                       2.958 METERS 34057     |
 QH0376|---------------------------------------------------------------------|
 QH0376
 QH0376                          SUPERSEDED SURVEY CONTROL
 QH0376
 QH0376  NAD 83(1992)-  45 15 52.42005(N)    070 50 46.81238(W) AD(       ) 3
 QH0376  NAD 83(1992)-  45 15 52.42747(N)    070 50 46.80961(W) AD(       ) 3
 QH0376  NAD 83(1986)-  45 15 52.42539(N)    070 50 46.81441(W) AD(       ) 3
 QH0376  NAD 27      -  45 15 52.25600(N)    070 50 48.56800(W) AD(       ) 3
 QH0376
 QH0376.Superseded values are not recommended for survey control.
 QH0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0376.See file dsdata.txt to determine how the superseded data were derived.
 QH0376
 QH0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL5515213999(NAD 83)
 QH0376_MARKER: Z = SEE DESCRIPTION
 QH0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0376_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0376+STABILITY: SURFACE MOTION
 QH0376
 QH0376  HISTORY     - Date     Condition        Report By
 QH0376  HISTORY     - 1845     MONUMENTED       IBC
 QH0376  HISTORY     - 1967     GOOD             IBC
 QH0376  HISTORY     - 20060713 GOOD             GEOCAC
 QH0376
 QH0376                          STATION DESCRIPTION
 QH0376
 QH0376'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0376'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0376'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0376'THE SURFACE OF THE BASE.
 QH0376
 QH0376                          STATION RECOVERY (1967)
 QH0376
 QH0376'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1967 (HGD)
 QH0376'STATION RECOVERED IN GOOD CONDITION.
 QH0376
 QH0376                          STATION RECOVERY (2006)
 QH0376
 QH0376'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 QH0376'THE MARK WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0379 ***********************************************************************
 QH0379  DESIGNATION -  MON 447 IBC
 QH0379  PID         -  QH0379
 QH0379  STATE/COUNTY-  ME/OXFORD
 QH0379  USGS QUAD   -  NORTHWEST POND (1990)
 QH0379
 QH0379                         *CURRENT SURVEY CONTROL
 QH0379  ___________________________________________________________________
 QH0379* NAD 83(1996)-  45 15 16.77027(N)    070 50 54.66273(W)     ADJUSTED  
 QH0379* NAVD 88     -      1077.     (meters)    3533.     (feet)  SCALED    
 QH0379  ___________________________________________________________________
 QH0379  LAPLACE CORR-           3.10  (seconds)                    DEFLEC99
 QH0379  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 QH0379
 QH0379  HORZ ORDER  -  THIRD
 QH0379
 QH0379.The horizontal coordinates were established by classical geodetic methods
 QH0379.and adjusted by the National Geodetic Survey in March 1998..
 QH0379.No horizontal observational check was made to the station.
 QH0379
 QH0379.The orthometric height was scaled from a topographic map.
 QH0379
 QH0379.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0379
 QH0379.The geoid height was determined by GEOID03.
 QH0379
 QH0379;                    North         East     Units Scale Factor Converg.
 QH0379;SPC ME W     -   269,258.180   846,478.701   MT  1.00000187   -0 29 03.4
 QH0379;UTM  19      - 5,012,902.444   354,955.553   MT  0.99985868   -1 18 47.2
 QH0379
 QH0379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0379!SPC ME W     -   0.99983519  x   1.00000187  =   0.99983706
 QH0379!UTM  19      -   0.99983519  x   0.99985868  =   0.99969389
 QH0379
 QH0379:                Primary Azimuth Mark                     Grid Az
 QH0379:SPC ME W     -  DUTCH IBC                                023 09 44.8
 QH0379:UTM  19      -  DUTCH IBC                                023 59 28.6
 QH0379
 QH0379|---------------------------------------------------------------------|
 QH0379| PID    Reference Object                     Distance      Geod. Az  |
 QH0379|                                                           dddmmss.s |
 QH0379| QH0363 DUTCH IBC                           APPROX. 1.5 KM 0224041.4 |
 QH0379| QH0378 MON 447 ECC IBC                       5.410 METERS 05611     |
 QH0379|---------------------------------------------------------------------|
 QH0379
 QH0379                          SUPERSEDED SURVEY CONTROL
 QH0379
 QH0379  NAD 83(1992)-  45 15 16.76887(N)    070 50 54.65975(W) AD(       ) 3
 QH0379  NAD 83(1992)-  45 15 16.77642(N)    070 50 54.65699(W) AD(       ) 3
 QH0379  NAD 83(1986)-  45 15 16.77445(N)    070 50 54.66171(W) AD(       ) 3
 QH0379  NAD 27      -  45 15 16.60200(N)    070 50 56.42100(W) AD(       ) 3
 QH0379
 QH0379.Superseded values are not recommended for survey control.
 QH0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0379.See file dsdata.txt to determine how the superseded data were derived.
 QH0379
 QH0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL5495612902(NAD 83)
 QH0379_MARKER: Z = SEE DESCRIPTION
 QH0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0379_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0379+STABILITY: SURFACE MOTION
 QH0379
 QH0379  HISTORY     - Date     Condition        Report By
 QH0379  HISTORY     - 1845     MONUMENTED       IBC
 QH0379  HISTORY     - 1967     GOOD             IBC
 QH0379  HISTORY     - 20060713 POOR             GEOCAC
 QH0379
 QH0379                          STATION DESCRIPTION
 QH0379
 QH0379'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0379'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0379'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0379'THE SURFACE OF THE BASE.
 QH0379
 QH0379                          STATION RECOVERY (1967)
 QH0379
 QH0379'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1967 (HGD)
 QH0379'STATION RECOVERED IN GOOD CONDITION.
 QH0379
 QH0379                          STATION RECOVERY (2006)
 QH0379
 QH0379'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 QH0379'THE CAST IRON POST OF THE MONUMENT WAS FOUND BROKEN OFF AT A POINT
 QH0379'NEAR THE TOP OF THE CONCRETE BASE AND WAS LYING NEARBY ON THE GROUND.
 QH0379'THIS WAS THE SECOND MONUMENT IN A SHORT DISTANCE FOUND IN THIS
 QH0379'CONDITION (THE OTHER WAS MONUMENT 445) AND VANDALISM WAS SUSPECTED AS
 QH0379'THE CAUSE.
 QH0379' 
 QH0379'THE IBC WAS NOTIFIED AT ITS EASTERN REGION FIELD OFFICE IN HOULTON
 QH0379'MAINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0300 ***********************************************************************
 QH0300  DESIGNATION -  MON 448 IBC
 QH0300  PID         -  QH0300
 QH0300  STATE/COUNTY-  ME/OXFORD
 QH0300  USGS QUAD   -  LITTLE KENNEBAGO LAKE (1990)
 QH0300
 QH0300                         *CURRENT SURVEY CONTROL
 QH0300  ___________________________________________________________________
 QH0300* NAD 83(1996)-  45 14 48.57850(N)    070 50 55.29805(W)     ADJUSTED  
 QH0300* NAVD 88     -       877.     (meters)    2877.     (feet)  SCALED    
 QH0300  ___________________________________________________________________
 QH0300  LAPLACE CORR-           3.43  (seconds)                    DEFLEC99
 QH0300  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 QH0300
 QH0300  HORZ ORDER  -  THIRD
 QH0300
 QH0300.The horizontal coordinates were established by classical geodetic methods
 QH0300.and adjusted by the National Geodetic Survey in March 1998..
 QH0300.No horizontal observational check was made to the station.
 QH0300
 QH0300.The orthometric height was scaled from a topographic map.
 QH0300
 QH0300.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0300
 QH0300.The geoid height was determined by GEOID03.
 QH0300
 QH0300;                    North         East     Units Scale Factor Converg.
 QH0300;SPC ME W     -   268,388.010   846,457.491   MT  1.00000190   -0 29 03.7
 QH0300;UTM  19      - 5,012,032.796   354,921.764   MT  0.99985880   -1 18 47.1
 QH0300
 QH0300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0300!SPC ME W     -   0.99986653  x   1.00000190  =   0.99986843
 QH0300!UTM  19      -   0.99986653  x   0.99985880  =   0.99972535
 QH0300
 QH0300:                Primary Azimuth Mark                     Grid Az
 QH0300:SPC ME W     -  MON 450 ECC IBC                          138 34 03.9
 QH0300:UTM  19      -  MON 450 ECC IBC                          139 23 47.3
 QH0300
 QH0300|---------------------------------------------------------------------|
 QH0300| PID    Reference Object                     Distance      Geod. Az  |
 QH0300|                                                           dddmmss.s |
 QH0300| QH0306 MON 450 ECC IBC                     APPROX. 1.4 KM 1380500.2 |
 QH0300| QH0299 MON 448 ECC IBC                      12.789 METERS 16448     |
 QH0300|---------------------------------------------------------------------|
 QH0300
 QH0300                          SUPERSEDED SURVEY CONTROL
 QH0300
 QH0300  NAD 83(1992)-  45 14 48.57707(N)    070 50 55.29515(W) AD(       ) 3
 QH0300  NAD 83(1992)-  45 14 48.58470(N)    070 50 55.29243(W) AD(       ) 3
 QH0300  NAD 83(1986)-  45 14 48.58281(N)    070 50 55.29697(W) AD(       ) 3
 QH0300  NAD 27      -  45 14 48.41200(N)    070 50 57.05900(W) AD(       ) 3
 QH0300
 QH0300.Superseded values are not recommended for survey control.
 QH0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0300.See file dsdata.txt to determine how the superseded data were derived.
 QH0300
 QH0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL5492212033(NAD 83)
 QH0300_MARKER: Z = SEE DESCRIPTION
 QH0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0300_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0300+STABILITY: SURFACE MOTION
 QH0300
 QH0300  HISTORY     - Date     Condition        Report By
 QH0300  HISTORY     - 1845     MONUMENTED       IBC
 QH0300  HISTORY     - 1967     GOOD             IBC
 QH0300
 QH0300                          STATION DESCRIPTION
 QH0300
 QH0300'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0300'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0300'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0300'THE SURFACE OF THE BASE.
 QH0300
 QH0300                          STATION RECOVERY (1967)
 QH0300
 QH0300'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1967 (HGD)
 QH0300'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0298 ***********************************************************************
 QH0298  DESIGNATION -  MON 449 IBC
 QH0298  PID         -  QH0298
 QH0298  STATE/COUNTY-  ME/OXFORD
 QH0298  USGS QUAD   -  LITTLE KENNEBAGO LAKE (1990)
 QH0298
 QH0298                         *CURRENT SURVEY CONTROL
 QH0298  ___________________________________________________________________
 QH0298* NAD 83(1996)-  45 14 26.66131(N)    070 50 37.03584(W)     ADJUSTED  
 QH0298* NAVD 88     -       894.     (meters)    2933.     (feet)  SCALED    
 QH0298  ___________________________________________________________________
 QH0298  LAPLACE CORR-           3.57  (seconds)                    DEFLEC99
 QH0298  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 QH0298
 QH0298  HORZ ORDER  -  THIRD
 QH0298
 QH0298.The horizontal coordinates were established by classical geodetic methods
 QH0298.and adjusted by the National Geodetic Survey in March 1998..
 QH0298.No horizontal observational check was made to the station.
 QH0298
 QH0298.The orthometric height was scaled from a topographic map.
 QH0298
 QH0298.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0298
 QH0298.The geoid height was determined by GEOID03.
 QH0298
 QH0298;                    North         East     Units Scale Factor Converg.
 QH0298;SPC ME W     -   267,708.068   846,850.057   MT  1.00000139   -0 28 50.5
 QH0298;UTM  19      - 5,011,347.345   355,304.400   MT  0.99985743   -1 18 33.6
 QH0298
 QH0298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0298!SPC ME W     -   0.99986387  x   1.00000139  =   0.99986526
 QH0298!UTM  19      -   0.99986387  x   0.99985743  =   0.99972132
 QH0298
 QH0298|---------------------------------------------------------------------|
 QH0298| PID    Reference Object                     Distance      Geod. Az  |
 QH0298|                                                           dddmmss.s |
 QH0298| QH0297 MON 449 ECC IBC                      14.744 METERS 07746     |
 QH0298| QH0364 DENNISON IBC                        APPROX. 1.4 KM 3504556.3 |
 QH0298|---------------------------------------------------------------------|
 QH0298
 QH0298                          SUPERSEDED SURVEY CONTROL
 QH0298
 QH0298  NAD 83(1992)-  45 14 26.65980(N)    070 50 37.03292(W) AD(       ) 3
 QH0298  NAD 83(1992)-  45 14 26.66751(N)    070 50 37.03027(W) AD(       ) 3
 QH0298  NAD 83(1986)-  45 14 26.66570(N)    070 50 37.03486(W) AD(       ) 3
 QH0298  NAD 27      -  45 14 26.49300(N)    070 50 38.79900(W) AD(       ) 3
 QH0298
 QH0298.Superseded values are not recommended for survey control.
 QH0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0298.See file dsdata.txt to determine how the superseded data were derived.
 QH0298
 QH0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL5530411347(NAD 83)
 QH0298_MARKER: Z = SEE DESCRIPTION
 QH0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0298_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0298+STABILITY: SURFACE MOTION
 QH0298
 QH0298  HISTORY     - Date     Condition        Report By
 QH0298  HISTORY     - 1845     MONUMENTED       IBC
 QH0298  HISTORY     - 1967     GOOD             IBC
 QH0298
 QH0298                          STATION DESCRIPTION
 QH0298
 QH0298'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0298'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0298'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0298'THE SURFACE OF THE BASE.
 QH0298
 QH0298                          STATION RECOVERY (1967)
 QH0298
 QH0298'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1967 (HGD)
 QH0298'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0305 ***********************************************************************
 QH0305  DESIGNATION -  MON 450 IBC
 QH0305  PID         -  QH0305
 QH0305  STATE/COUNTY-  ME/OXFORD
 QH0305  USGS QUAD   -  LITTLE KENNEBAGO LAKE (1990)
 QH0305
 QH0305                         *CURRENT SURVEY CONTROL
 QH0305  ___________________________________________________________________
 QH0305* NAD 83(1996)-  45 14 14.29617(N)    070 50 11.89580(W)     ADJUSTED  
 QH0305* NAVD 88     -      1075.     (meters)    3527.     (feet)  SCALED    
 QH0305  ___________________________________________________________________
 QH0305  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 QH0305  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 QH0305
 QH0305  HORZ ORDER  -  THIRD
 QH0305
 QH0305.The horizontal coordinates were established by classical geodetic methods
 QH0305.and adjusted by the National Geodetic Survey in March 1998..
 QH0305
 QH0305.The orthometric height was scaled from a topographic map.
 QH0305
 QH0305.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0305
 QH0305.The geoid height was determined by GEOID03.
 QH0305
 QH0305;                    North         East     Units Scale Factor Converg.
 QH0305;SPC ME W     -   267,321.777   847,395.173   MT  1.00000068   -0 28 32.6
 QH0305;UTM  19      - 5,010,953.269   355,843.795   MT  0.99985552   -1 18 15.4
 QH0305
 QH0305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0305!SPC ME W     -   0.99983549  x   1.00000068  =   0.99983617
 QH0305!UTM  19      -   0.99983549  x   0.99985552  =   0.99969104
 QH0305
 QH0305:                Primary Azimuth Mark                     Grid Az
 QH0305:SPC ME W     -  SUPTIC IBC                               240 27 39.2
 QH0305:UTM  19      -  SUPTIC IBC                               241 17 22.0
 QH0305
 QH0305|---------------------------------------------------------------------|
 QH0305| PID    Reference Object                     Distance      Geod. Az  |
 QH0305|                                                           dddmmss.s |
 QH0305| QH0303 SUPTIC IBC                          APPROX. 2.4 KM 2395906.6 |
 QH0305| QH0306 MON 450 ECC IBC                       3.900 METERS 35853     |
 QH0305|---------------------------------------------------------------------|
 QH0305
 QH0305                          SUPERSEDED SURVEY CONTROL
 QH0305
 QH0305  NAD 83(1992)-  45 14 14.29462(N)    070 50 11.89287(W) AD(       ) 3
 QH0305  NAD 83(1992)-  45 14 14.30236(N)    070 50 11.89033(W) AD(       ) 3
 QH0305  NAD 83(1986)-  45 14 14.30061(N)    070 50 11.89507(W) AD(       ) 3
 QH0305  NAD 27      -  45 14 14.12800(N)    070 50 13.65900(W) AD(       ) 3
 QH0305
 QH0305.Superseded values are not recommended for survey control.
 QH0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0305.See file dsdata.txt to determine how the superseded data were derived.
 QH0305
 QH0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL5584410953(NAD 83)
 QH0305_MARKER: Z = SEE DESCRIPTION
 QH0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0305_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0305+STABILITY: SURFACE MOTION
 QH0305
 QH0305  HISTORY     - Date     Condition        Report By
 QH0305  HISTORY     - 1845     MONUMENTED       IBC
 QH0305  HISTORY     - 1967     SEE DESCRIPTION  IBC
 QH0305
 QH0305                          STATION DESCRIPTION
 QH0305
 QH0305'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0305'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0305'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0305'THE SURFACE OF THE BASE.
 QH0305
 QH0305                          STATION RECOVERY (1967)
 QH0305
 QH0305'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1967 (HGD)
 QH0305'NEW TOP CONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0302 ***********************************************************************
 QH0302  DESIGNATION -  MON 451 IBC
 QH0302  PID         -  QH0302
 QH0302  STATE/COUNTY-  ME/OXFORD
 QH0302  USGS QUAD   -  LITTLE KENNEBAGO LAKE (1990)
 QH0302
 QH0302                         *CURRENT SURVEY CONTROL
 QH0302  ___________________________________________________________________
 QH0302* NAD 83(1996)-  45 13 55.57981(N)    070 51 05.31148(W)     ADJUSTED  
 QH0302* NAVD 88     -       944.     (meters)    3097.     (feet)  SCALED    
 QH0302  ___________________________________________________________________
 QH0302  LAPLACE CORR-           4.66  (seconds)                    DEFLEC99
 QH0302  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 QH0302
 QH0302  HORZ ORDER  -  THIRD
 QH0302
 QH0302.The horizontal coordinates were established by classical geodetic methods
 QH0302.and adjusted by the National Geodetic Survey in March 1998..
 QH0302.No horizontal observational check was made to the station.
 QH0302
 QH0302.The orthometric height was scaled from a topographic map.
 QH0302
 QH0302.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0302
 QH0302.The geoid height was determined by GEOID03.
 QH0302
 QH0302;                    North         East     Units Scale Factor Converg.
 QH0302;SPC ME W     -   266,753.780   846,225.244   MT  1.00000221   -0 29 10.3
 QH0302;UTM  19      - 5,010,402.328   354,665.944   MT  0.99985971   -1 18 53.0
 QH0302
 QH0302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0302!SPC ME W     -   0.99985603  x   1.00000221  =   0.99985824
 QH0302!UTM  19      -   0.99985603  x   0.99985971  =   0.99971576
 QH0302
 QH0302|---------------------------------------------------------------------|
 QH0302| PID    Reference Object                     Distance      Geod. Az  |
 QH0302|                                                           dddmmss.s |
 QH0302| QH0301 MON 451 ECC IBC                      13.170 METERS 01954     |
 QH0302| QH0304 BOULDER IBC                         APPROX. 2.1 KM 3284013.4 |
 QH0302|---------------------------------------------------------------------|
 QH0302
 QH0302                          SUPERSEDED SURVEY CONTROL
 QH0302
 QH0302  NAD 83(1992)-  45 13 55.57829(N)    070 51 05.30868(W) AD(       ) 3
 QH0302  NAD 83(1992)-  45 13 55.58613(N)    070 51 05.30597(W) AD(       ) 3
 QH0302  NAD 83(1986)-  45 13 55.58438(N)    070 51 05.31046(W) AD(       ) 3
 QH0302  NAD 27      -  45 13 55.41100(N)    070 51 07.07600(W) AD(       ) 3
 QH0302
 QH0302.Superseded values are not recommended for survey control.
 QH0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0302.See file dsdata.txt to determine how the superseded data were derived.
 QH0302
 QH0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL5466610402(NAD 83)
 QH0302_MARKER: Z = SEE DESCRIPTION
 QH0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0302_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0302+STABILITY: SURFACE MOTION
 QH0302
 QH0302  HISTORY     - Date     Condition        Report By
 QH0302  HISTORY     - 1845     MONUMENTED       IBC
 QH0302  HISTORY     - 1967     GOOD             IBC
 QH0302
 QH0302                          STATION DESCRIPTION
 QH0302
 QH0302'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0302'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0302'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0302'THE SURFACE OF THE BASE.
 QH0302
 QH0302                          STATION RECOVERY (1967)
 QH0302
 QH0302'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1967 (HGD)
 QH0302'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0309 ***********************************************************************
 QH0309  DESIGNATION -  MON 452 IBC
 QH0309  PID         -  QH0309
 QH0309  STATE/COUNTY-  ME/OXFORD
 QH0309  USGS QUAD   -  PARMACHENEE LAKE (1990)
 QH0309
 QH0309                         *CURRENT SURVEY CONTROL
 QH0309  ___________________________________________________________________
 QH0309* NAD 83(1996)-  45 14 02.90721(N)    070 52 29.49111(W)     ADJUSTED  
 QH0309* NAVD 88     -       756.     (meters)    2480.     (feet)  SCALED    
 QH0309  ___________________________________________________________________
 QH0309  LAPLACE CORR-           4.73  (seconds)                    DEFLEC99
 QH0309  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 QH0309
 QH0309  HORZ ORDER  -  THIRD
 QH0309
 QH0309.The horizontal coordinates were established by classical geodetic methods
 QH0309.and adjusted by the National Geodetic Survey in March 1998..
 QH0309.No horizontal observational check was made to the station.
 QH0309
 QH0309.The orthometric height was scaled from a topographic map.
 QH0309
 QH0309.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0309
 QH0309.The geoid height was determined by GEOID03.
 QH0309
 QH0309;                    North         East     Units Scale Factor Converg.
 QH0309;SPC ME W     -   266,995.826   844,391.056   MT  1.00000467   -0 30 10.2
 QH0309;UTM  19      - 5,010,670.833   352,835.705   MT  0.99986629   -1 19 52.9
 QH0309
 QH0309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0309!SPC ME W     -   0.99988550  x   1.00000467  =   0.99989017
 QH0309!UTM  19      -   0.99988550  x   0.99986629  =   0.99975181
 QH0309
 QH0309:                Primary Azimuth Mark                     Grid Az
 QH0309:SPC ME W     -  BOULDER IBC                              025 26 26.9
 QH0309:UTM  19      -  BOULDER IBC                              026 16 09.6
 QH0309
 QH0309|---------------------------------------------------------------------|
 QH0309| PID    Reference Object                     Distance      Geod. Az  |
 QH0309|                                                           dddmmss.s |
 QH0309| QH0304 BOULDER IBC                         APPROX. 1.7 KM 0245616.7 |
 QH0309| QH0310 MON 452 ECC IBC                      13.370 METERS 28718     |
 QH0309|---------------------------------------------------------------------|
 QH0309
 QH0309                          SUPERSEDED SURVEY CONTROL
 QH0309
 QH0309  NAD 83(1992)-  45 14 02.90581(N)    070 52 29.48847(W) AD(       ) 3
 QH0309  NAD 83(1992)-  45 14 02.91366(N)    070 52 29.48547(W) AD(       ) 3
 QH0309  NAD 83(1986)-  45 14 02.91178(N)    070 52 29.48966(W) AD(       ) 3
 QH0309  NAD 27      -  45 14 02.74500(N)    070 52 31.25400(W) AD(       ) 3
 QH0309
 QH0309.Superseded values are not recommended for survey control.
 QH0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0309.See file dsdata.txt to determine how the superseded data were derived.
 QH0309
 QH0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL5283610671(NAD 83)
 QH0309_MARKER: Z = SEE DESCRIPTION
 QH0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0309_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0309+STABILITY: SURFACE MOTION
 QH0309
 QH0309  HISTORY     - Date     Condition        Report By
 QH0309  HISTORY     - 1845     MONUMENTED       IBC
 QH0309  HISTORY     - 1967     GOOD             IBC
 QH0309
 QH0309                          STATION DESCRIPTION
 QH0309
 QH0309'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0309'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0309'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0309'THE SURFACE OF THE BASE.
 QH0309
 QH0309                          STATION RECOVERY (1967)
 QH0309
 QH0309'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1967 (HGD)
 QH0309'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0312 ***********************************************************************
 QH0312  DESIGNATION -  MON 453 IBC
 QH0312  PID         -  QH0312
 QH0312  STATE/COUNTY-  ME/OXFORD
 QH0312  USGS QUAD   -  PARMACHENEE LAKE (1990)
 QH0312
 QH0312                         *CURRENT SURVEY CONTROL
 QH0312  ___________________________________________________________________
 QH0312* NAD 83(1996)-  45 14 05.48084(N)    070 53 03.53728(W)     ADJUSTED  
 QH0312* NAVD 88     -       804.     (meters)    2638.     (feet)  SCALED    
 QH0312  ___________________________________________________________________
 QH0312  LAPLACE CORR-           4.52  (seconds)                    DEFLEC99
 QH0312  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 QH0312
 QH0312  HORZ ORDER  -  THIRD
 QH0312
 QH0312.The horizontal coordinates were established by classical geodetic methods
 QH0312.and adjusted by the National Geodetic Survey in March 1998..
 QH0312.No horizontal observational check was made to the station.
 QH0312
 QH0312.The orthometric height was scaled from a topographic map.
 QH0312
 QH0312.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0312
 QH0312.The geoid height was determined by GEOID03.
 QH0312
 QH0312;                    North         East     Units Scale Factor Converg.
 QH0312;SPC ME W     -   267,081.835   843,649.155   MT  1.00000570   -0 30 34.4
 QH0312;UTM  19      - 5,010,767.549   352,095.227   MT  0.99986898   -1 20 17.2
 QH0312
 QH0312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0312!SPC ME W     -   0.99987798  x   1.00000570  =   0.99988368
 QH0312!UTM  19      -   0.99987798  x   0.99986898  =   0.99974698
 QH0312
 QH0312:                Primary Azimuth Mark                     Grid Az
 QH0312:SPC ME W     -  MON 450 ECC IBC                          086 16 32.3
 QH0312:UTM  19      -  MON 450 ECC IBC                          087 06 15.1
 QH0312
 QH0312|---------------------------------------------------------------------|
 QH0312| PID    Reference Object                     Distance      Geod. Az  |
 QH0312|                                                           dddmmss.s |
 QH0312| QH0306 MON 450 ECC IBC                     APPROX. 3.8 KM 0854557.9 |
 QH0312| QH0311 MON 453 ECC IBC                      30.572 METERS 11954     |
 QH0312|---------------------------------------------------------------------|
 QH0312
 QH0312                          SUPERSEDED SURVEY CONTROL
 QH0312
 QH0312  NAD 83(1992)-  45 14 05.47947(N)    070 53 03.53469(W) AD(       ) 3
 QH0312  NAD 83(1992)-  45 14 05.48732(N)    070 53 03.53156(W) AD(       ) 3
 QH0312  NAD 83(1986)-  45 14 05.48544(N)    070 53 03.53565(W) AD(       ) 3
 QH0312  NAD 27      -  45 14 05.31900(N)    070 53 05.30000(W) AD(       ) 3
 QH0312
 QH0312.Superseded values are not recommended for survey control.
 QH0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0312.See file dsdata.txt to determine how the superseded data were derived.
 QH0312
 QH0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL5209510768(NAD 83)
 QH0312_MARKER: Z = SEE DESCRIPTION
 QH0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0312_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0312+STABILITY: SURFACE MOTION
 QH0312
 QH0312  HISTORY     - Date     Condition        Report By
 QH0312  HISTORY     - 1845     MONUMENTED       IBC
 QH0312  HISTORY     - 1967     GOOD             IBC
 QH0312
 QH0312                          STATION DESCRIPTION
 QH0312
 QH0312'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0312'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0312'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0312'THE SURFACE OF THE BASE.
 QH0312
 QH0312                          STATION RECOVERY (1967)
 QH0312
 QH0312'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1967 (HGD)
 QH0312'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0318 ***********************************************************************
 QH0318  DESIGNATION -  MON 454 IBC
 QH0318  PID         -  QH0318
 QH0318  STATE/COUNTY-  ME/OXFORD
 QH0318  USGS QUAD   -  PARMACHENEE LAKE (1990)
 QH0318
 QH0318                         *CURRENT SURVEY CONTROL
 QH0318  ___________________________________________________________________
 QH0318* NAD 83(1996)-  45 14 19.56871(N)    070 53 22.45712(W)     ADJUSTED  
 QH0318* NAVD 88     -       854.     (meters)    2802.     (feet)  SCALED    
 QH0318  ___________________________________________________________________
 QH0318  LAPLACE CORR-           4.71  (seconds)                    DEFLEC99
 QH0318  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 QH0318
 QH0318  HORZ ORDER  -  THIRD
 QH0318
 QH0318.The horizontal coordinates were established by classical geodetic methods
 QH0318.and adjusted by the National Geodetic Survey in March 1998..
 QH0318.No horizontal observational check was made to the station.
 QH0318
 QH0318.The orthometric height was scaled from a topographic map.
 QH0318
 QH0318.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0318
 QH0318.The geoid height was determined by GEOID03.
 QH0318
 QH0318;                    North         East     Units Scale Factor Converg.
 QH0318;SPC ME W     -   267,520.414   843,240.381   MT  1.00000626   -0 30 47.9
 QH0318;UTM  19      - 5,011,211.932   351,692.893   MT  0.99987044   -1 20 30.9
 QH0318
 QH0318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0318!SPC ME W     -   0.99987015  x   1.00000626  =   0.99987641
 QH0318!UTM  19      -   0.99987015  x   0.99987044  =   0.99974060
 QH0318
 QH0318:                Primary Azimuth Mark                     Grid Az
 QH0318:SPC ME W     -  BOULDER IBC                              061 03 52.0
 QH0318:UTM  19      -  BOULDER IBC                              061 53 35.0
 QH0318
 QH0318|---------------------------------------------------------------------|
 QH0318| PID    Reference Object                     Distance      Geod. Az  |
 QH0318|                                                           dddmmss.s |
 QH0318| QH0304 BOULDER IBC                         APPROX. 2.2 KM 0603304.1 |
 QH0318| QH0317 MON 454 ECC IBC                       7.898 METERS 13831     |
 QH0318|---------------------------------------------------------------------|
 QH0318
 QH0318                          SUPERSEDED SURVEY CONTROL
 QH0318
 QH0318  NAD 83(1992)-  45 14 19.56737(N)    070 53 22.45453(W) AD(       ) 3
 QH0318  NAD 83(1992)-  45 14 19.57519(N)    070 53 22.45132(W) AD(       ) 3
 QH0318  NAD 83(1986)-  45 14 19.57326(N)    070 53 22.45541(W) AD(       ) 3
 QH0318  NAD 27      -  45 14 19.40800(N)    070 53 24.21700(W) AD(       ) 3
 QH0318
 QH0318.Superseded values are not recommended for survey control.
 QH0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0318.See file dsdata.txt to determine how the superseded data were derived.
 QH0318
 QH0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL5169311212(NAD 83)
 QH0318_MARKER: Z = SEE DESCRIPTION
 QH0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0318_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0318+STABILITY: SURFACE MOTION
 QH0318
 QH0318  HISTORY     - Date     Condition        Report By
 QH0318  HISTORY     - 1845     MONUMENTED       IBC
 QH0318  HISTORY     - 1967     GOOD             IBC
 QH0318
 QH0318                          STATION DESCRIPTION
 QH0318
 QH0318'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0318'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0318'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0318'THE SURFACE OF THE BASE.
 QH0318
 QH0318                          STATION RECOVERY (1967)
 QH0318
 QH0318'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1967 (HGD)
 QH0318'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0314 ***********************************************************************
 QH0314  DESIGNATION -  MON 455 IBC
 QH0314  PID         -  QH0314
 QH0314  STATE/COUNTY-  ME/OXFORD
 QH0314  USGS QUAD   -  PARMACHENEE LAKE (1990)
 QH0314
 QH0314                         *CURRENT SURVEY CONTROL
 QH0314  ___________________________________________________________________
 QH0314* NAD 83(1996)-  45 14 26.86674(N)    070 53 43.47499(W)     ADJUSTED  
 QH0314* NAVD 88     -       918.     (meters)    3012.     (feet)  SCALED    
 QH0314  ___________________________________________________________________
 QH0314  LAPLACE CORR-           4.87  (seconds)                    DEFLEC99
 QH0314  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 QH0314
 QH0314  HORZ ORDER  -  THIRD
 QH0314
 QH0314.The horizontal coordinates were established by classical geodetic methods
 QH0314.and adjusted by the National Geodetic Survey in March 1998..
 QH0314.No horizontal observational check was made to the station.
 QH0314
 QH0314.The orthometric height was scaled from a topographic map.
 QH0314
 QH0314.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0314
 QH0314.The geoid height was determined by GEOID03.
 QH0314
 QH0314;                    North         East     Units Scale Factor Converg.
 QH0314;SPC ME W     -   267,749.829   842,784.016   MT  1.00000690   -0 31 02.9
 QH0314;UTM  19      - 5,011,447.891   351,239.955   MT  0.99987210   -1 20 46.0
 QH0314
 QH0314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0314!SPC ME W     -   0.99986012  x   1.00000690  =   0.99986702
 QH0314!UTM  19      -   0.99986012  x   0.99987210  =   0.99973224
 QH0314
 QH0314|---------------------------------------------------------------------|
 QH0314| PID    Reference Object                     Distance      Geod. Az  |
 QH0314|                                                           dddmmss.s |
 QH0314| QH0313 MON 455 ECC IBC                      19.454 METERS 06349     |
 QH0314| QH0364 DENNISON IBC                        APPROX. 4.1 KM 0700156.7 |
 QH0314|---------------------------------------------------------------------|
 QH0314
 QH0314                          SUPERSEDED SURVEY CONTROL
 QH0314
 QH0314  NAD 83(1992)-  45 14 26.86544(N)    070 53 43.47242(W) AD(       ) 3
 QH0314  NAD 83(1992)-  45 14 26.87325(N)    070 53 43.46913(W) AD(       ) 3
 QH0314  NAD 83(1986)-  45 14 26.87128(N)    070 53 43.47320(W) AD(       ) 3
 QH0314  NAD 27      -  45 14 26.70700(N)    070 53 45.23300(W) AD(       ) 3
 QH0314
 QH0314.Superseded values are not recommended for survey control.
 QH0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0314.See file dsdata.txt to determine how the superseded data were derived.
 QH0314
 QH0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL5124011448(NAD 83)
 QH0314_MARKER: Z = SEE DESCRIPTION
 QH0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0314_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0314+STABILITY: SURFACE MOTION
 QH0314
 QH0314  HISTORY     - Date     Condition        Report By
 QH0314  HISTORY     - 1845     MONUMENTED       IBC
 QH0314  HISTORY     - 1967     GOOD             IBC
 QH0314
 QH0314                          STATION DESCRIPTION
 QH0314
 QH0314'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0314'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0314'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0314'THE SURFACE OF THE BASE.
 QH0314
 QH0314                          STATION RECOVERY (1967)
 QH0314
 QH0314'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1967 (HGD)
 QH0314'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0393 ***********************************************************************
 QH0393  DESIGNATION -  MON 456 IBC
 QH0393  PID         -  QH0393
 QH0393  STATE/COUNTY-  ME/OXFORD
 QH0393  USGS QUAD   -  TWIN PEAKS (1990)
 QH0393
 QH0393                         *CURRENT SURVEY CONTROL
 QH0393  ___________________________________________________________________
 QH0393* NAD 83(1996)-  45 15 02.50891(N)    070 53 45.84354(W)     ADJUSTED  
 QH0393* NAVD 88     -       804.     (meters)    2638.     (feet)  SCALED    
 QH0393  ___________________________________________________________________
 QH0393  LAPLACE CORR-           5.71  (seconds)                    DEFLEC99
 QH0393  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 QH0393
 QH0393  HORZ ORDER  -  THIRD
 QH0393
 QH0393.The horizontal coordinates were established by classical geodetic methods
 QH0393.and adjusted by the National Geodetic Survey in March 1998..
 QH0393.No horizontal observational check was made to the station.
 QH0393
 QH0393.The orthometric height was scaled from a topographic map.
 QH0393
 QH0393.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0393
 QH0393.The geoid height was determined by GEOID03.
 QH0393
 QH0393;                    North         East     Units Scale Factor Converg.
 QH0393;SPC ME W     -   268,850.577   842,742.307   MT  1.00000696   -0 31 04.9
 QH0393;UTM  19      - 5,012,548.979   351,214.174   MT  0.99987219   -1 20 48.6
 QH0393
 QH0393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0393!SPC ME W     -   0.99987799  x   1.00000696  =   0.99988495
 QH0393!UTM  19      -   0.99987799  x   0.99987219  =   0.99975020
 QH0393
 QH0393:                Primary Azimuth Mark                     Grid Az
 QH0393:SPC ME W     -  DENNISON IBC                             086 11 38.0
 QH0393:UTM  19      -  DENNISON IBC                             087 01 21.7
 QH0393
 QH0393|---------------------------------------------------------------------|
 QH0393| PID    Reference Object                     Distance      Geod. Az  |
 QH0393|                                                           dddmmss.s |
 QH0393| QH0364 DENNISON IBC                        APPROX. 3.9 KM 0854033.1 |
 QH0393| QH0394 MON 456 ECC IBC                      11.278 METERS 30226     |
 QH0393|---------------------------------------------------------------------|
 QH0393
 QH0393                          SUPERSEDED SURVEY CONTROL
 QH0393
 QH0393  NAD 83(1992)-  45 15 02.50768(N)    070 53 45.84092(W) AD(       ) 3
 QH0393  NAD 83(1992)-  45 15 02.51537(N)    070 53 45.83759(W) AD(       ) 3
 QH0393  NAD 83(1986)-  45 15 02.51329(N)    070 53 45.84167(W) AD(       ) 3
 QH0393  NAD 27      -  45 15 02.34800(N)    070 53 47.59700(W) AD(       ) 3
 QH0393
 QH0393.Superseded values are not recommended for survey control.
 QH0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0393.See file dsdata.txt to determine how the superseded data were derived.
 QH0393
 QH0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL5121412549(NAD 83)
 QH0393_MARKER: Z = SEE DESCRIPTION
 QH0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0393_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0393+STABILITY: SURFACE MOTION
 QH0393
 QH0393  HISTORY     - Date     Condition        Report By
 QH0393  HISTORY     - 1845     MONUMENTED       IBC
 QH0393  HISTORY     - 1967     GOOD             IBC
 QH0393
 QH0393                          STATION DESCRIPTION
 QH0393
 QH0393'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0393'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0393'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0393'THE SURFACE OF THE BASE.
 QH0393
 QH0393                          STATION RECOVERY (1967)
 QH0393
 QH0393'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1967 (HGD)
 QH0393'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0395 ***********************************************************************
 QH0395  DESIGNATION -  MON 457 IBC
 QH0395  PID         -  QH0395
 QH0395  STATE/COUNTY-  ME/OXFORD
 QH0395  USGS QUAD   -  TWIN PEAKS (1990)
 QH0395
 QH0395                         *CURRENT SURVEY CONTROL
 QH0395  ___________________________________________________________________
 QH0395* NAD 83(1996)-  45 15 30.24510(N)    070 53 54.92542(W)     ADJUSTED  
 QH0395* NAVD 88     -       781.     (meters)    2562.     (feet)  SCALED    
 QH0395  ___________________________________________________________________
 QH0395  LAPLACE CORR-           5.78  (seconds)                    DEFLEC99
 QH0395  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 QH0395
 QH0395  HORZ ORDER  -  THIRD
 QH0395
 QH0395.The horizontal coordinates were established by classical geodetic methods
 QH0395.and adjusted by the National Geodetic Survey in March 1998..
 QH0395.No horizontal observational check was made to the station.
 QH0395
 QH0395.The orthometric height was scaled from a topographic map.
 QH0395
 QH0395.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0395
 QH0395.The geoid height was determined by GEOID03.
 QH0395
 QH0395;                    North         East     Units Scale Factor Converg.
 QH0395;SPC ME W     -   269,708.595   842,552.042   MT  1.00000723   -0 31 11.6
 QH0395;UTM  19      - 5,013,409.543   351,036.365   MT  0.99987284   -1 20 55.7
 QH0395
 QH0395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0395!SPC ME W     -   0.99988160  x   1.00000723  =   0.99988883
 QH0395!UTM  19      -   0.99988160  x   0.99987284  =   0.99975445
 QH0395
 QH0395:                Primary Azimuth Mark                     Grid Az
 QH0395:SPC ME W     -  MCLEOD IBC                               011 02 31.0
 QH0395:UTM  19      -  MCLEOD IBC                               011 52 15.1
 QH0395
 QH0395|---------------------------------------------------------------------|
 QH0395| PID    Reference Object                     Distance      Geod. Az  |
 QH0395|                                                           dddmmss.s |
 QH0395| QH0392 MCLEOD IBC                          APPROX. 3.9 KM 0103119.4 |
 QH0395| QH0396 MON 457 ECC IBC                      23.391 METERS 32703     |
 QH0395|---------------------------------------------------------------------|
 QH0395
 QH0395                          SUPERSEDED SURVEY CONTROL
 QH0395
 QH0395  NAD 83(1992)-  45 15 30.24393(N)    070 53 54.92278(W) AD(       ) 3
 QH0395  NAD 83(1992)-  45 15 30.25155(N)    070 53 54.91945(W) AD(       ) 3
 QH0395  NAD 83(1986)-  45 15 30.24939(N)    070 53 54.92353(W) AD(       ) 3
 QH0395  NAD 27      -  45 15 30.08100(N)    070 53 56.65100(W) AD(       ) 3
 QH0395
 QH0395.Superseded values are not recommended for survey control.
 QH0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0395.See file dsdata.txt to determine how the superseded data were derived.
 QH0395
 QH0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL5103613410(NAD 83)
 QH0395_MARKER: Z = SEE DESCRIPTION
 QH0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0395_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0395+STABILITY: SURFACE MOTION
 QH0395
 QH0395  HISTORY     - Date     Condition        Report By
 QH0395  HISTORY     - 1845     MONUMENTED       IBC
 QH0395  HISTORY     - 1967     GOOD             IBC
 QH0395
 QH0395                          STATION DESCRIPTION
 QH0395
 QH0395'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0395'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0395'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0395'THE SURFACE OF THE BASE.
 QH0395
 QH0395                          STATION RECOVERY (1967)
 QH0395
 QH0395'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1967 (HGD)
 QH0395'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0398 ***********************************************************************
 QH0398  DESIGNATION -  MON 458 IBC
 QH0398  PID         -  QH0398
 QH0398  STATE/COUNTY-  ME/OXFORD
 QH0398  USGS QUAD   -  TWIN PEAKS (1990)
 QH0398
 QH0398                         *CURRENT SURVEY CONTROL
 QH0398  ___________________________________________________________________
 QH0398* NAD 83(1996)-  45 15 51.80337(N)    070 54 20.92691(W)     ADJUSTED  
 QH0398* NAVD 88     -       785.     (meters)    2575.     (feet)  SCALED    
 QH0398  ___________________________________________________________________
 QH0398  LAPLACE CORR-           5.61  (seconds)                    DEFLEC99
 QH0398  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 QH0398
 QH0398  HORZ ORDER  -  THIRD
 QH0398
 QH0398.The horizontal coordinates were established by classical geodetic methods
 QH0398.and adjusted by the National Geodetic Survey in March 1998..
 QH0398.No horizontal observational check was made to the station.
 QH0398
 QH0398.The orthometric height was scaled from a topographic map.
 QH0398
 QH0398.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0398
 QH0398.The geoid height was determined by GEOID03.
 QH0398
 QH0398;                    North         East     Units Scale Factor Converg.
 QH0398;SPC ME W     -   270,379.275   841,991.243   MT  1.00000803   -0 31 30.3
 QH0398;UTM  19      - 5,014,088.176   350,485.402   MT  0.99987487   -1 21 14.6
 QH0398
 QH0398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0398!SPC ME W     -   0.99988098  x   1.00000803  =   0.99988900
 QH0398!UTM  19      -   0.99988098  x   0.99987487  =   0.99975586
 QH0398
 QH0398:                Primary Azimuth Mark                     Grid Az
 QH0398:SPC ME W     -  MCLEOD IBC                               022 20 39.3
 QH0398:UTM  19      -  MCLEOD IBC                               023 10 23.6
 QH0398
 QH0398|---------------------------------------------------------------------|
 QH0398| PID    Reference Object                     Distance      Geod. Az  |
 QH0398|                                                           dddmmss.s |
 QH0398| QH0392 MCLEOD IBC                          APPROX. 3.5 KM 0214909.0 |
 QH0398| QH0397 MON 458 ECC IBC                      19.328 METERS 03257     |
 QH0398|---------------------------------------------------------------------|
 QH0398
 QH0398                          SUPERSEDED SURVEY CONTROL
 QH0398
 QH0398  NAD 83(1992)-  45 15 51.80229(N)    070 54 20.92425(W) AD(       ) 3
 QH0398  NAD 83(1992)-  45 15 51.80983(N)    070 54 20.92077(W) AD(       ) 3
 QH0398  NAD 83(1986)-  45 15 51.80757(N)    070 54 20.92484(W) AD(       ) 3
 QH0398  NAD 27      -  45 15 51.64100(N)    070 54 22.64700(W) AD(       ) 3
 QH0398
 QH0398.Superseded values are not recommended for survey control.
 QH0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0398.See file dsdata.txt to determine how the superseded data were derived.
 QH0398
 QH0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL5048514088(NAD 83)
 QH0398_MARKER: Z = SEE DESCRIPTION
 QH0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0398_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0398+STABILITY: SURFACE MOTION
 QH0398
 QH0398  HISTORY     - Date     Condition        Report By
 QH0398  HISTORY     - 1845     MONUMENTED       IBC
 QH0398  HISTORY     - 1967     GOOD             IBC
 QH0398
 QH0398                          STATION DESCRIPTION
 QH0398
 QH0398'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0398'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0398'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0398'THE SURFACE OF THE BASE.
 QH0398
 QH0398                          STATION RECOVERY (1967)
 QH0398
 QH0398'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1967 (HGD)
 QH0398'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0400 ***********************************************************************
 QH0400  DESIGNATION -  MON 459 IBC
 QH0400  PID         -  QH0400
 QH0400  STATE/COUNTY-  ME/OXFORD
 QH0400  USGS QUAD   -  TWIN PEAKS (1990)
 QH0400
 QH0400                         *CURRENT SURVEY CONTROL
 QH0400  ___________________________________________________________________
 QH0400* NAD 83(1996)-  45 16 09.89897(N)    070 54 30.34580(W)     ADJUSTED  
 QH0400* NAVD 88     -       719.     (meters)    2359.     (feet)  SCALED    
 QH0400  ___________________________________________________________________
 QH0400  LAPLACE CORR-           5.32  (seconds)                    DEFLEC99
 QH0400  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 QH0400
 QH0400  HORZ ORDER  -  THIRD
 QH0400
 QH0400.The horizontal coordinates were established by classical geodetic methods
 QH0400.and adjusted by the National Geodetic Survey in March 1998..
 QH0400.No horizontal observational check was made to the station.
 QH0400
 QH0400.The orthometric height was scaled from a topographic map.
 QH0400
 QH0400.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0400
 QH0400.The geoid height was determined by GEOID03.
 QH0400
 QH0400;                    North         East     Units Scale Factor Converg.
 QH0400;SPC ME W     -   270,939.777   841,791.048   MT  1.00000831   -0 31 37.1
 QH0400;UTM  19      - 5,014,651.441   350,293.362   MT  0.99987557   -1 21 21.8
 QH0400
 QH0400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0400!SPC ME W     -   0.99989132  x   1.00000831  =   0.99989963
 QH0400!UTM  19      -   0.99989132  x   0.99987557  =   0.99976691
 QH0400
 QH0400:                Primary Azimuth Mark                     Grid Az
 QH0400:SPC ME W     -  GOSFORD IBC                              042 57 39.4
 QH0400:UTM  19      -  GOSFORD IBC                              043 47 24.1
 QH0400
 QH0400|---------------------------------------------------------------------|
 QH0400| PID    Reference Object                     Distance      Geod. Az  |
 QH0400|                                                           dddmmss.s |
 QH0400| QH0332 GOSFORD IBC                         APPROX. 4.8 KM 0422602.3 |
 QH0400| QH0399 MON 459 ECC IBC                      13.983 METERS 06806     |
 QH0400|---------------------------------------------------------------------|
 QH0400
 QH0400                          SUPERSEDED SURVEY CONTROL
 QH0400
 QH0400  NAD 83(1992)-  45 16 09.89797(N)    070 54 30.34311(W) AD(       ) 3
 QH0400  NAD 83(1992)-  45 16 09.90540(N)    070 54 30.33963(W) AD(       ) 3
 QH0400  NAD 83(1986)-  45 16 09.90304(N)    070 54 30.34364(W) AD(       ) 3
 QH0400  NAD 27      -  45 16 09.73700(N)    070 54 32.06800(W) AD(       ) 3
 QH0400
 QH0400.Superseded values are not recommended for survey control.
 QH0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0400.See file dsdata.txt to determine how the superseded data were derived.
 QH0400
 QH0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL5029314651(NAD 83)
 QH0400_MARKER: Z = SEE DESCRIPTION
 QH0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0400_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0400+STABILITY: SURFACE MOTION
 QH0400
 QH0400  HISTORY     - Date     Condition        Report By
 QH0400  HISTORY     - 1845     MONUMENTED       IBC
 QH0400  HISTORY     - 1967     GOOD             IBC
 QH0400
 QH0400                          STATION DESCRIPTION
 QH0400
 QH0400'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0400'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0400'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0400'THE SURFACE OF THE BASE.
 QH0400
 QH0400                          STATION RECOVERY (1967)
 QH0400
 QH0400'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1967 (HGD)
 QH0400'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0415 ***********************************************************************
 QH0415  DESIGNATION -  MON 460 IBC
 QH0415  PID         -  QH0415
 QH0415  STATE/COUNTY-  ME/OXFORD
 QH0415  USGS QUAD   -  TWIN PEAKS (1990)
 QH0415
 QH0415                         *CURRENT SURVEY CONTROL
 QH0415  ___________________________________________________________________
 QH0415* NAD 83(1996)-  45 16 30.15165(N)    070 54 55.20380(W)     ADJUSTED  
 QH0415* NAVD 88     -       687.     (meters)    2254.     (feet)  SCALED    
 QH0415  ___________________________________________________________________
 QH0415  LAPLACE CORR-           5.00  (seconds)                    DEFLEC99
 QH0415  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 QH0415
 QH0415  HORZ ORDER  -  THIRD
 QH0415
 QH0415.The horizontal coordinates were established by classical geodetic methods
 QH0415.and adjusted by the National Geodetic Survey in March 1998..
 QH0415.No horizontal observational check was made to the station.
 QH0415
 QH0415.The orthometric height was scaled from a topographic map.
 QH0415
 QH0415.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0415
 QH0415.The geoid height was determined by GEOID03.
 QH0415
 QH0415;                    North         East     Units Scale Factor Converg.
 QH0415;SPC ME W     -   271,569.992   841,254.991   MT  1.00000908   -0 31 55.0
 QH0415;UTM  19      - 5,015,289.262   349,766.550   MT  0.99987751   -1 21 39.9
 QH0415
 QH0415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0415!SPC ME W     -   0.99989634  x   1.00000908  =   0.99990542
 QH0415!UTM  19      -   0.99989634  x   0.99987751  =   0.99977387
 QH0415
 QH0415|---------------------------------------------------------------------|
 QH0415| PID    Reference Object                     Distance      Geod. Az  |
 QH0415|                                                           dddmmss.s |
 QH0415| QH0414 MON 460 ECC IBC                       8.100 METERS 02722     |
 QH0415| QH0392 MCLEOD IBC                          APPROX. 2.9 KM 0450155.7 |
 QH0415|---------------------------------------------------------------------|
 QH0415
 QH0415                          SUPERSEDED SURVEY CONTROL
 QH0415
 QH0415  NAD 83(1992)-  45 16 30.15071(N)    070 54 55.20113(W) AD(       ) 3
 QH0415  NAD 83(1992)-  45 16 30.15807(N)    070 54 55.19756(W) AD(       ) 3
 QH0415  NAD 83(1986)-  45 16 30.15567(N)    070 54 55.20145(W) AD(       ) 3
 QH0415  NAD 27      -  45 16 29.98800(N)    070 54 56.92700(W) AD(       ) 3
 QH0415
 QH0415.Superseded values are not recommended for survey control.
 QH0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0415.See file dsdata.txt to determine how the superseded data were derived.
 QH0415
 QH0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL4976715289(NAD 83)
 QH0415_MARKER: Z = SEE DESCRIPTION
 QH0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0415_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0415+STABILITY: SURFACE MOTION
 QH0415
 QH0415  HISTORY     - Date     Condition        Report By
 QH0415  HISTORY     - 1845     MONUMENTED       IBC
 QH0415  HISTORY     - 1976     GOOD             IBC
 QH0415  HISTORY     - 20060823 GOOD             GEOCAC
 QH0415
 QH0415                          STATION DESCRIPTION
 QH0415
 QH0415'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0415'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0415'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0415'THE SURFACE OF THE BASE.
 QH0415
 QH0415                          STATION RECOVERY (1976)
 QH0415
 QH0415'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1976 (HGD)
 QH0415'STATION RECOVERED IN GOOD CONDITION.
 QH0415
 QH0415                          STATION RECOVERY (2006)
 QH0415
 QH0415'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 QH0415'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0405 ***********************************************************************
 QH0405  DESIGNATION -  MON 461 IBC
 QH0405  PID         -  QH0405
 QH0405  STATE/COUNTY-  ME/OXFORD
 QH0405  USGS QUAD   -  TWIN PEAKS (1990)
 QH0405
 QH0405                         *CURRENT SURVEY CONTROL
 QH0405  ___________________________________________________________________
 QH0405* NAD 83(1996)-  45 17 17.19281(N)    070 55 03.97675(W)     ADJUSTED  
 QH0405* NAVD 88     -       719.     (meters)    2359.     (feet)  SCALED    
 QH0405  ___________________________________________________________________
 QH0405  LAPLACE CORR-           4.31  (seconds)                    DEFLEC99
 QH0405  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 QH0405
 QH0405  HORZ ORDER  -  THIRD
 QH0405
 QH0405.The horizontal coordinates were established by classical geodetic methods
 QH0405.and adjusted by the National Geodetic Survey in March 1998..
 QH0405.No horizontal observational check was made to the station.
 QH0405
 QH0405.The orthometric height was scaled from a topographic map.
 QH0405
 QH0405.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0405
 QH0405.The geoid height was determined by GEOID03.
 QH0405
 QH0405;                    North         East     Units Scale Factor Converg.
 QH0405;SPC ME W     -   273,023.950   841,077.302   MT  1.00000934   -0 32 01.6
 QH0405;UTM  19      - 5,016,745.449   349,609.943   MT  0.99987809   -1 21 47.3
 QH0405
 QH0405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0405!SPC ME W     -   0.99989133  x   1.00000934  =   0.99990067
 QH0405!UTM  19      -   0.99989133  x   0.99987809  =   0.99976944
 QH0405
 QH0405:                Primary Azimuth Mark                     Grid Az
 QH0405:SPC ME W     -  LOUIS IBC                                093 23 24.9
 QH0405:UTM  19      -  LOUIS IBC                                094 13 10.6
 QH0405
 QH0405|---------------------------------------------------------------------|
 QH0405| PID    Reference Object                     Distance      Geod. Az  |
 QH0405|                                                           dddmmss.s |
 QH0405| QH0391 LOUIS IBC                           APPROX. 3.1 KM 0925123.3 |
 QH0405| QH0406 MON 461 ECC IBC                       9.815 METERS 28643     |
 QH0405|---------------------------------------------------------------------|
 QH0405
 QH0405                          SUPERSEDED SURVEY CONTROL
 QH0405
 QH0405  NAD 83(1992)-  45 17 17.19194(N)    070 55 03.97397(W) AD(       ) 3
 QH0405  NAD 83(1992)-  45 17 17.19915(N)    070 55 03.97026(W) AD(       ) 3
 QH0405  NAD 83(1986)-  45 17 17.19659(N)    070 55 03.97433(W) AD(       ) 3
 QH0405  NAD 27      -  45 17 17.02800(N)    070 55 05.70800(W) AD(       ) 3
 QH0405
 QH0405.Superseded values are not recommended for survey control.
 QH0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0405.See file dsdata.txt to determine how the superseded data were derived.
 QH0405
 QH0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL4961016745(NAD 83)
 QH0405_MARKER: Z = SEE DESCRIPTION
 QH0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0405_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0405+STABILITY: SURFACE MOTION
 QH0405
 QH0405  HISTORY     - Date     Condition        Report By
 QH0405  HISTORY     - 1845     MONUMENTED       IBC
 QH0405  HISTORY     - 1976     GOOD             IBC
 QH0405
 QH0405                          STATION DESCRIPTION
 QH0405
 QH0405'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0405'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0405'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0405'THE SURFACE OF THE BASE.
 QH0405
 QH0405                          STATION RECOVERY (1976)
 QH0405
 QH0405'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1976 (HGD)
 QH0405'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0402 ***********************************************************************
 QH0402  DESIGNATION -  MON 462 IBC
 QH0402  PID         -  QH0402
 QH0402  STATE/COUNTY-  ME/OXFORD
 QH0402  USGS QUAD   -  TWIN PEAKS (1990)
 QH0402
 QH0402                         *CURRENT SURVEY CONTROL
 QH0402  ___________________________________________________________________
 QH0402* NAD 83(1996)-  45 17 34.89517(N)    070 54 49.15042(W)     ADJUSTED  
 QH0402* NAVD 88     -       735.     (meters)    2411.     (feet)  SCALED    
 QH0402  ___________________________________________________________________
 QH0402  LAPLACE CORR-           4.23  (seconds)                    DEFLEC99
 QH0402  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 QH0402
 QH0402  HORZ ORDER  -  THIRD
 QH0402
 QH0402.The horizontal coordinates were established by classical geodetic methods
 QH0402.and adjusted by the National Geodetic Survey in March 1998..
 QH0402.No horizontal observational check was made to the station.
 QH0402
 QH0402.The orthometric height was scaled from a topographic map.
 QH0402
 QH0402.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0402
 QH0402.The geoid height was determined by GEOID03.
 QH0402
 QH0402;                    North         East     Units Scale Factor Converg.
 QH0402;SPC ME W     -   273,567.428   841,405.448   MT  1.00000886   -0 31 51.3
 QH0402;UTM  19      - 5,017,284.049   349,945.877   MT  0.99987685   -1 21 37.1
 QH0402
 QH0402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0402!SPC ME W     -   0.99988883  x   1.00000886  =   0.99989768
 QH0402!UTM  19      -   0.99988883  x   0.99987685  =   0.99976569
 QH0402
 QH0402:                Primary Azimuth Mark                     Grid Az
 QH0402:SPC ME W     -  MCLEOD IBC                               089 31 43.0
 QH0402:UTM  19      -  MCLEOD IBC                               090 21 28.8
 QH0402
 QH0402|---------------------------------------------------------------------|
 QH0402| PID    Reference Object                     Distance      Geod. Az  |
 QH0402|                                                           dddmmss.s |
 QH0402| QH0392 MCLEOD IBC                          APPROX. 1.9 KM 0885951.7 |
 QH0402| QH0401 MON 462 ECC IBC                      19.110 METERS 17052     |
 QH0402|---------------------------------------------------------------------|
 QH0402
 QH0402                          SUPERSEDED SURVEY CONTROL
 QH0402
 QH0402  NAD 83(1992)-  45 17 34.89431(N)    070 54 49.14756(W) AD(       ) 3
 QH0402  NAD 83(1992)-  45 17 34.90143(N)    070 54 49.14389(W) AD(       ) 3
 QH0402  NAD 83(1986)-  45 17 34.89885(N)    070 54 49.14806(W) AD(       ) 3
 QH0402  NAD 27      -  45 17 34.73300(N)    070 54 50.88200(W) AD(       ) 3
 QH0402
 QH0402.Superseded values are not recommended for survey control.
 QH0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0402.See file dsdata.txt to determine how the superseded data were derived.
 QH0402
 QH0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL4994617284(NAD 83)
 QH0402_MARKER: Z = SEE DESCRIPTION
 QH0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0402_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0402+STABILITY: SURFACE MOTION
 QH0402
 QH0402  HISTORY     - Date     Condition        Report By
 QH0402  HISTORY     - 1845     MONUMENTED       IBC
 QH0402  HISTORY     - 1976     GOOD             IBC
 QH0402
 QH0402                          STATION DESCRIPTION
 QH0402
 QH0402'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0402'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0402'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0402'THE SURFACE OF THE BASE.
 QH0402
 QH0402                          STATION RECOVERY (1976)
 QH0402
 QH0402'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1976 (HGD)
 QH0402'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0404 ***********************************************************************
 QH0404  DESIGNATION -  MON 463 IBC
 QH0404  PID         -  QH0404
 QH0404  STATE/COUNTY-  ME/OXFORD
 QH0404  USGS QUAD   -  TWIN PEAKS (1990)
 QH0404
 QH0404                         *CURRENT SURVEY CONTROL
 QH0404  ___________________________________________________________________
 QH0404* NAD 83(1996)-  45 18 10.44602(N)    070 55 00.72422(W)     ADJUSTED  
 QH0404* NAVD 88     -       778.     (meters)    2552.     (feet)  SCALED    
 QH0404  ___________________________________________________________________
 QH0404  LAPLACE CORR-           3.14  (seconds)                    DEFLEC99
 QH0404  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 QH0404
 QH0404  HORZ ORDER  -  THIRD
 QH0404
 QH0404.The horizontal coordinates were established by classical geodetic methods
 QH0404.and adjusted by the National Geodetic Survey in March 1998..
 QH0404.No horizontal observational check was made to the station.
 QH0404
 QH0404.The orthometric height was scaled from a topographic map.
 QH0404
 QH0404.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0404
 QH0404.The geoid height was determined by GEOID03.
 QH0404
 QH0404;                    North         East     Units Scale Factor Converg.
 QH0404;SPC ME W     -   274,667.243   841,163.478   MT  1.00000921   -0 31 59.8
 QH0404;UTM  19      - 5,018,387.106   349,719.884   MT  0.99987768   -1 21 46.2
 QH0404
 QH0404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0404!SPC ME W     -   0.99988209  x   1.00000921  =   0.99989130
 QH0404!UTM  19      -   0.99988209  x   0.99987768  =   0.99975979
 QH0404
 QH0404|---------------------------------------------------------------------|
 QH0404| PID    Reference Object                     Distance      Geod. Az  |
 QH0404|                                                           dddmmss.s |
 QH0404| QH0403 MON 463 ECC IBC                      11.100 METERS 03850     |
 QH0404| QH0332 GOSFORD IBC                         APPROX. 3.9 KM 0920604.7 |
 QH0404|---------------------------------------------------------------------|
 QH0404
 QH0404                          SUPERSEDED SURVEY CONTROL
 QH0404
 QH0404  NAD 83(1992)-  45 18 10.44522(N)    070 55 00.72131(W) AD(       ) 3
 QH0404  NAD 83(1992)-  45 18 10.45220(N)    070 55 00.71756(W) AD(       ) 3
 QH0404  NAD 83(1986)-  45 18 10.44955(N)    070 55 00.72176(W) AD(       ) 3
 QH0404  NAD 27      -  45 18 10.28900(N)    070 55 02.45500(W) AD(       ) 3
 QH0404
 QH0404.Superseded values are not recommended for survey control.
 QH0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0404.See file dsdata.txt to determine how the superseded data were derived.
 QH0404
 QH0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL4972018387(NAD 83)
 QH0404_MARKER: Z = SEE DESCRIPTION
 QH0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0404_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0404+STABILITY: SURFACE MOTION
 QH0404
 QH0404  HISTORY     - Date     Condition        Report By
 QH0404  HISTORY     - 1845     MONUMENTED       IBC
 QH0404  HISTORY     - 1976     GOOD             IBC
 QH0404
 QH0404                          STATION DESCRIPTION
 QH0404
 QH0404'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0404'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0404'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0404'THE SURFACE OF THE BASE.
 QH0404
 QH0404                          STATION RECOVERY (1976)
 QH0404
 QH0404'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1976 (HGD)
 QH0404'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0410 ***********************************************************************
 QH0410  DESIGNATION -  MON 464 IBC
 QH0410  PID         -  QH0410
 QH0410  STATE/COUNTY-  ME/OXFORD
 QH0410  USGS QUAD   -  TWIN PEAKS (1990)
 QH0410
 QH0410                         *CURRENT SURVEY CONTROL
 QH0410  ___________________________________________________________________
 QH0410* NAD 83(1996)-  45 18 50.64651(N)    070 55 23.41951(W)     ADJUSTED  
 QH0410* NAVD 88     -       786.     (meters)    2579.     (feet)  SCALED    
 QH0410  ___________________________________________________________________
 QH0410  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 QH0410  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 QH0410
 QH0410  HORZ ORDER  -  THIRD
 QH0410
 QH0410.The horizontal coordinates were established by classical geodetic methods
 QH0410.and adjusted by the National Geodetic Survey in March 1998..
 QH0410.No horizontal observational check was made to the station.
 QH0410
 QH0410.The orthometric height was scaled from a topographic map.
 QH0410
 QH0410.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0410
 QH0410.The geoid height was determined by GEOID03.
 QH0410
 QH0410;                    North         East     Units Scale Factor Converg.
 QH0410;SPC ME W     -   275,912.876   840,680.700   MT  1.00000991   -0 32 16.3
 QH0410;UTM  19      - 5,019,639.435   349,255.253   MT  0.99987940   -1 22 03.3
 QH0410
 QH0410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0410!SPC ME W     -   0.99988084  x   1.00000991  =   0.99989075
 QH0410!UTM  19      -   0.99988084  x   0.99987940  =   0.99976026
 QH0410
 QH0410:                Primary Azimuth Mark                     Grid Az
 QH0410:SPC ME W     -  WOBURN IBC                               006 28 37.4
 QH0410:UTM  19      -  WOBURN IBC                               007 18 24.4
 QH0410
 QH0410|---------------------------------------------------------------------|
 QH0410| PID    Reference Object                     Distance      Geod. Az  |
 QH0410|                                                           dddmmss.s |
 QH0410| QH0416 WOBURN IBC                          APPROX. 7.8 KM 0055621.1 |
 QH0410| QH0409 MON 464 ECC IBC                      24.058 METERS 06722     |
 QH0410|---------------------------------------------------------------------|
 QH0410
 QH0410                          SUPERSEDED SURVEY CONTROL
 QH0410
 QH0410  NAD 83(1992)-  45 18 50.64577(N)    070 55 23.41645(W) AD(       ) 3
 QH0410  NAD 83(1992)-  45 18 50.65252(N)    070 55 23.41336(W) AD(       ) 3
 QH0410  NAD 83(1986)-  45 18 50.64996(N)    070 55 23.41703(W) AD(       ) 3
 QH0410  NAD 27      -  45 18 50.47400(N)    070 55 25.16400(W) AD(       ) 3
 QH0410
 QH0410.Superseded values are not recommended for survey control.
 QH0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0410.See file dsdata.txt to determine how the superseded data were derived.
 QH0410
 QH0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL4925519639(NAD 83)
 QH0410_MARKER: Z = SEE DESCRIPTION
 QH0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0410_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0410+STABILITY: SURFACE MOTION
 QH0410
 QH0410  HISTORY     - Date     Condition        Report By
 QH0410  HISTORY     - 1845     MONUMENTED       IBC
 QH0410  HISTORY     - 1976     GOOD             IBC
 QH0410
 QH0410                          STATION DESCRIPTION
 QH0410
 QH0410'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0410'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0410'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0410'THE SURFACE OF THE BASE.
 QH0410
 QH0410                          STATION RECOVERY (1976)
 QH0410
 QH0410'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1976 (HGD)
 QH0410'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0413 ***********************************************************************
 QH0413  DESIGNATION -  MON 465 IBC
 QH0413  PID         -  QH0413
 QH0413  STATE/COUNTY-  ME/OXFORD
 QH0413  USGS QUAD   -  TWIN PEAKS (1990)
 QH0413
 QH0413                         *CURRENT SURVEY CONTROL
 QH0413  ___________________________________________________________________
 QH0413* NAD 83(1996)-  45 19 09.47701(N)    070 56 01.20507(W)     ADJUSTED  
 QH0413* NAVD 88     -       652.     (meters)    2139.     (feet)  SCALED    
 QH0413  ___________________________________________________________________
 QH0413  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 QH0413  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 QH0413
 QH0413  HORZ ORDER  -  THIRD
 QH0413
 QH0413.The horizontal coordinates were established by classical geodetic methods
 QH0413.and adjusted by the National Geodetic Survey in March 1998..
 QH0413.No horizontal observational check was made to the station.
 QH0413
 QH0413.The orthometric height was scaled from a topographic map.
 QH0413
 QH0413.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0413
 QH0413.The geoid height was determined by GEOID03.
 QH0413
 QH0413;                    North         East     Units Scale Factor Converg.
 QH0413;SPC ME W     -   276,501.965   839,863.220   MT  1.00001111   -0 32 43.4
 QH0413;UTM  19      - 5,020,240.222   348,446.494   MT  0.99988241   -1 22 30.6
 QH0413
 QH0413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0413!SPC ME W     -   0.99990185  x   1.00001111  =   0.99991296
 QH0413!UTM  19      -   0.99990185  x   0.99988241  =   0.99978427
 QH0413
 QH0413|---------------------------------------------------------------------|
 QH0413| PID    Reference Object                     Distance      Geod. Az  |
 QH0413|                                                           dddmmss.s |
 QH0413| QH0412 MON 465 ECC IBC                      14.427 METERS 06605     |
 QH0413| QH0411 LANDON IBC                          430.095 METERS 1261336.0 |
 QH0413|---------------------------------------------------------------------|
 QH0413
 QH0413                          SUPERSEDED SURVEY CONTROL
 QH0413
 QH0413  NAD 83(1992)-  45 19 09.47635(N)    070 56 01.20201(W) AD(       ) 3
 QH0413  NAD 83(1992)-  45 19 09.48313(N)    070 56 01.19905(W) AD(       ) 3
 QH0413  NAD 83(1986)-  45 19 09.48041(N)    070 56 01.20244(W) AD(       ) 3
 QH0413  NAD 27      -  45 19 09.29900(N)    070 56 02.95100(W) AD(       ) 3
 QH0413
 QH0413.Superseded values are not recommended for survey control.
 QH0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0413.See file dsdata.txt to determine how the superseded data were derived.
 QH0413
 QH0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL4844620240(NAD 83)
 QH0413_MARKER: Z = SEE DESCRIPTION
 QH0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0413_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0413+STABILITY: SURFACE MOTION
 QH0413
 QH0413  HISTORY     - Date     Condition        Report By
 QH0413  HISTORY     - 1845     MONUMENTED       IBC
 QH0413  HISTORY     - 1976     GOOD             IBC
 QH0413
 QH0413                          STATION DESCRIPTION
 QH0413
 QH0413'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0413'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0413'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0413'THE SURFACE OF THE BASE.
 QH0413
 QH0413                          STATION RECOVERY (1976)
 QH0413
 QH0413'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1976 (HGD)
 QH0413'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0385 ***********************************************************************
 QH0385  DESIGNATION -  MON 466 IBC
 QH0385  PID         -  QH0385
 QH0385  STATE/COUNTY-  ME/OXFORD
 QH0385  USGS QUAD   -  TWIN PEAKS (1990)
 QH0385
 QH0385                         *CURRENT SURVEY CONTROL
 QH0385  ___________________________________________________________________
 QH0385* NAD 83(1996)-  45 20 05.27034(N)    070 57 03.36060(W)     ADJUSTED  
 QH0385* NAVD 88     -       789.     (meters)    2589.     (feet)  SCALED    
 QH0385  ___________________________________________________________________
 QH0385  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 QH0385  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 QH0385
 QH0385  HORZ ORDER  -  THIRD
 QH0385
 QH0385.The horizontal coordinates were established by classical geodetic methods
 QH0385.and adjusted by the National Geodetic Survey in March 1998..
 QH0385
 QH0385.The orthometric height was scaled from a topographic map.
 QH0385
 QH0385.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0385
 QH0385.The geoid height was determined by GEOID03.
 QH0385
 QH0385;                    North         East     Units Scale Factor Converg.
 QH0385;SPC ME W     -   278,237.372   838,526.291   MT  1.00001311   -0 33 28.1
 QH0385;UTM  19      - 5,021,994.588   347,135.008   MT  0.99988732   -1 23 16.2
 QH0385
 QH0385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0385!SPC ME W     -   0.99988039  x   1.00001311  =   0.99989349
 QH0385!UTM  19      -   0.99988039  x   0.99988732  =   0.99976772
 QH0385
 QH0385:                Primary Azimuth Mark                     Grid Az
 QH0385:SPC ME W     -  MON 428 ECC IBC                          058 25 25.5
 QH0385:UTM  19      -  MON 428 ECC IBC                          059 15 13.6
 QH0385
 QH0385|---------------------------------------------------------------------|
 QH0385| PID    Reference Object                     Distance      Geod. Az  |
 QH0385|                                                           dddmmss.s |
 QH0385| QH0319 MON 428 ECC IBC                     APPROX.11.7 KM 0575157.4 |
 QH0385| QH0384 MON 466 ECC IBC                      20.148 METERS 19514     |
 QH0385|---------------------------------------------------------------------|
 QH0385
 QH0385                          SUPERSEDED SURVEY CONTROL
 QH0385
 QH0385  NAD 83(1992)-  45 20 05.26983(N)    070 57 03.35769(W) AD(       ) 3
 QH0385  NAD 83(1992)-  45 20 05.27632(N)    070 57 03.35391(W) AD(       ) 3
 QH0385  NAD 83(1986)-  45 20 05.27356(N)    070 57 03.35734(W) AD(       ) 3
 QH0385  NAD 27      -  45 20 05.10800(N)    070 57 05.09300(W) AD(       ) 3
 QH0385
 QH0385.Superseded values are not recommended for survey control.
 QH0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0385.See file dsdata.txt to determine how the superseded data were derived.
 QH0385
 QH0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL4713521995(NAD 83)
 QH0385_MARKER: Z = SEE DESCRIPTION
 QH0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0385_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0385+STABILITY: SURFACE MOTION
 QH0385
 QH0385  HISTORY     - Date     Condition        Report By
 QH0385  HISTORY     - 1845     MONUMENTED       IBC
 QH0385
 QH0385                          STATION DESCRIPTION
 QH0385
 QH0385'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0385'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0385'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0385'THE SURFACE OF THE BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0386 ***********************************************************************
 QH0386  DESIGNATION -  MON 467 IBC
 QH0386  PID         -  QH0386
 QH0386  STATE/COUNTY-  ME/OXFORD
 QH0386  USGS QUAD   -  TWIN PEAKS (1990)
 QH0386
 QH0386                         *CURRENT SURVEY CONTROL
 QH0386  ___________________________________________________________________
 QH0386* NAD 83(1996)-  45 20 15.97648(N)    070 57 30.46172(W)     ADJUSTED  
 QH0386* NAVD 88     -       814.     (meters)    2671.     (feet)  SCALED    
 QH0386  ___________________________________________________________________
 QH0386  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 QH0386  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 QH0386
 QH0386  HORZ ORDER  -  THIRD
 QH0386
 QH0386.The horizontal coordinates were established by classical geodetic methods
 QH0386.and adjusted by the National Geodetic Survey in March 1998..
 QH0386
 QH0386.The orthometric height was scaled from a topographic map.
 QH0386
 QH0386.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0386
 QH0386.The geoid height was determined by GEOID03.
 QH0386
 QH0386;                    North         East     Units Scale Factor Converg.
 QH0386;SPC ME W     -   278,573.651   837,939.461   MT  1.00001400   -0 33 47.5
 QH0386;UTM  19      - 5,022,339.290   346,553.184   MT  0.99988951   -1 23 35.7
 QH0386
 QH0386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0386!SPC ME W     -   0.99987647  x   1.00001400  =   0.99989047
 QH0386!UTM  19      -   0.99987647  x   0.99988951  =   0.99976599
 QH0386
 QH0386|---------------------------------------------------------------------|
 QH0386| PID    Reference Object                     Distance      Geod. Az  |
 QH0386|                                                           dddmmss.s |
 QH0386| QH0387 MON 467 ECC IBC                      26.280 METERS 08711     |
 QH0386| QH0418 CHARLIE IBC                         APPROX. 6.5 KM 3322418.6 |
 QH0386|---------------------------------------------------------------------|
 QH0386
 QH0386                          SUPERSEDED SURVEY CONTROL
 QH0386
 QH0386  NAD 83(1992)-  45 20 15.97601(N)    070 57 30.45882(W) AD(       ) 3
 QH0386  NAD 83(1992)-  45 20 15.98247(N)    070 57 30.45498(W) AD(       ) 3
 QH0386  NAD 83(1986)-  45 20 15.97968(N)    070 57 30.45836(W) AD(       ) 3
 QH0386  NAD 27      -  45 20 15.81300(N)    070 57 32.18000(W) AD(       ) 3
 QH0386
 QH0386.Superseded values are not recommended for survey control.
 QH0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0386.See file dsdata.txt to determine how the superseded data were derived.
 QH0386
 QH0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL4655322339(NAD 83)
 QH0386_MARKER: Z = SEE DESCRIPTION
 QH0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0386_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0386+STABILITY: SURFACE MOTION
 QH0386
 QH0386  HISTORY     - Date     Condition        Report By
 QH0386  HISTORY     - 1845     MONUMENTED       IBC
 QH0386
 QH0386                          STATION DESCRIPTION
 QH0386
 QH0386'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0386'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0386'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0386'THE SURFACE OF THE BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0383 ***********************************************************************
 QH0383  DESIGNATION -  MON 468 IBC
 QH0383  PID         -  QH0383
 QH0383  STATE/COUNTY-  ME/OXFORD
 QH0383  USGS QUAD   -  TWIN PEAKS (1990)
 QH0383
 QH0383                         *CURRENT SURVEY CONTROL
 QH0383  ___________________________________________________________________
 QH0383* NAD 83(1996)-  45 19 56.51145(N)    070 58 45.45064(W)     ADJUSTED  
 QH0383* NAVD 88     -       758.     (meters)    2487.     (feet)  SCALED    
 QH0383  ___________________________________________________________________
 QH0383  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 QH0383  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 QH0383
 QH0383  HORZ ORDER  -  THIRD
 QH0383
 QH0383.The horizontal coordinates were established by classical geodetic methods
 QH0383.and adjusted by the National Geodetic Survey in March 1998..
 QH0383
 QH0383.The orthometric height was scaled from a topographic map.
 QH0383
 QH0383.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0383
 QH0383.The geoid height was determined by GEOID03.
 QH0383
 QH0383;                    North         East     Units Scale Factor Converg.
 QH0383;SPC ME W     -   277,989.012   836,300.734   MT  1.00001654   -0 34 40.6
 QH0383;UTM  19      - 5,021,778.520   344,906.361   MT  0.99989576   -1 24 28.6
 QH0383
 QH0383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0383!SPC ME W     -   0.99988525  x   1.00001654  =   0.99990178
 QH0383!UTM  19      -   0.99988525  x   0.99989576  =   0.99978102
 QH0383
 QH0383|---------------------------------------------------------------------|
 QH0383| PID    Reference Object                     Distance      Geod. Az  |
 QH0383|                                                           dddmmss.s |
 QH0383| QH0382 MON 468 ECC IBC                      13.712 METERS 11530     |
 QH0383| QH0381 NICOLLET                            APPROX. 2.2 KM 2001944.1 |
 QH0383|---------------------------------------------------------------------|
 QH0383
 QH0383                          SUPERSEDED SURVEY CONTROL
 QH0383
 QH0383  NAD 83(1992)-  45 19 56.51104(N)    070 58 45.44790(W) AD(       ) 3
 QH0383  NAD 83(1992)-  45 19 56.51740(N)    070 58 45.44400(W) AD(       ) 3
 QH0383  NAD 83(1986)-  45 19 56.51476(N)    070 58 45.44696(W) AD(       ) 3
 QH0383  NAD 27      -  45 19 56.34900(N)    070 58 47.18400(W) AD(       ) 3
 QH0383
 QH0383.Superseded values are not recommended for survey control.
 QH0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0383.See file dsdata.txt to determine how the superseded data were derived.
 QH0383
 QH0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL4490621779(NAD 83)
 QH0383_MARKER: Z = SEE DESCRIPTION
 QH0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0383_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0383+STABILITY: SURFACE MOTION
 QH0383
 QH0383  HISTORY     - Date     Condition        Report By
 QH0383  HISTORY     - 1845     MONUMENTED       IBC
 QH0383
 QH0383                          STATION DESCRIPTION
 QH0383
 QH0383'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0383'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0383'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0383'THE SURFACE OF THE BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0389 ***********************************************************************
 QH0389  DESIGNATION -  MON 469 IBC
 QH0389  PID         -  QH0389
 QH0389  STATE/COUNTY-  ME/OXFORD
 QH0389  USGS QUAD   -  TWIN PEAKS (1990)
 QH0389
 QH0389                         *CURRENT SURVEY CONTROL
 QH0389  ___________________________________________________________________
 QH0389* NAD 83(1996)-  45 20 17.47333(N)    070 59 28.07879(W)     ADJUSTED  
 QH0389* NAVD 88     -       693.     (meters)    2274.     (feet)  SCALED    
 QH0389  ___________________________________________________________________
 QH0389  LAPLACE CORR-           2.30  (seconds)                    DEFLEC99
 QH0389  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 QH0389
 QH0389  HORZ ORDER  -  THIRD
 QH0389
 QH0389.The horizontal coordinates were established by classical geodetic methods
 QH0389.and adjusted by the National Geodetic Survey in March 1998..
 QH0389
 QH0389.The orthometric height was scaled from a topographic map.
 QH0389
 QH0389.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0389
 QH0389.The geoid height was determined by GEOID03.
 QH0389
 QH0389;                    North         East     Units Scale Factor Converg.
 QH0389;SPC ME W     -   278,645.551   835,379.165   MT  1.00001799   -0 35 11.2
 QH0389;UTM  19      - 5,022,448.260   343,994.509   MT  0.99989924   -1 24 59.5
 QH0389
 QH0389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0389!SPC ME W     -   0.99989544  x   1.00001799  =   0.99991343
 QH0389!UTM  19      -   0.99989544  x   0.99989924  =   0.99979469
 QH0389
 QH0389|---------------------------------------------------------------------|
 QH0389| PID    Reference Object                     Distance      Geod. Az  |
 QH0389|                                                           dddmmss.s |
 QH0389| QH0388 MON 469 ECC IBC                      12.730 METERS 10700     |
 QH0389| QH0520 NEIL IBC                            APPROX. 0.9 KM 3065304.6 |
 QH0389|---------------------------------------------------------------------|
 QH0389
 QH0389                          SUPERSEDED SURVEY CONTROL
 QH0389
 QH0389  NAD 83(1992)-  45 20 17.47300(N)    070 59 28.07605(W) AD(       ) 3
 QH0389  NAD 83(1992)-  45 20 17.47928(N)    070 59 28.07220(W) AD(       ) 3
 QH0389  NAD 83(1986)-  45 20 17.47656(N)    070 59 28.07499(W) AD(       ) 3
 QH0389  NAD 27      -  45 20 17.31100(N)    070 59 29.81100(W) AD(       ) 3
 QH0389
 QH0389.Superseded values are not recommended for survey control.
 QH0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0389.See file dsdata.txt to determine how the superseded data were derived.
 QH0389
 QH0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL4399522448(NAD 83)
 QH0389_MARKER: Z = SEE DESCRIPTION
 QH0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0389_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0389+STABILITY: SURFACE MOTION
 QH0389
 QH0389  HISTORY     - Date     Condition        Report By
 QH0389  HISTORY     - 1845     MONUMENTED       IBC
 QH0389  HISTORY     - 1965     GOOD             IBC
 QH0389
 QH0389                          STATION DESCRIPTION
 QH0389
 QH0389'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0389'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0389'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0389'THE SURFACE OF THE BASE.
 QH0389
 QH0389                          STATION RECOVERY (1965)
 QH0389
 QH0389'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965 (HGD)
 QH0389'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0521 ***********************************************************************
 QH0521  DESIGNATION -  MON 470 ECC IBC
 QH0521  PID         -  QH0521
 QH0521  STATE/COUNTY-  ME/OXFORD
 QH0521  USGS QUAD   -  MOOSE BOG (1989)
 QH0521
 QH0521                         *CURRENT SURVEY CONTROL
 QH0521  ___________________________________________________________________
 QH0521* NAD 83(1996)-  45 20 51.58397(N)    071 00 38.34444(W)     ADJUSTED  
 QH0521* NAVD 88     -       973.     (meters)    3192.     (feet)  SCALED    
 QH0521  ___________________________________________________________________
 QH0521  LAPLACE CORR-           3.80  (seconds)                    DEFLEC99
 QH0521  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 QH0521
 QH0521  HORZ ORDER  -  SECOND
 QH0521
 QH0521.The horizontal coordinates were established by classical geodetic methods
 QH0521.and adjusted by the National Geodetic Survey in March 1998..
 QH0521
 QH0521.The orthometric height was scaled from a topographic map.
 QH0521
 QH0521.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0521
 QH0521.The geoid height was determined by GEOID03.
 QH0521
 QH0521;                    North         East     Units Scale Factor Converg.
 QH0521;SPC ME W     -   279,714.416   833,860.381   MT  1.00002043   -0 36 01.5
 QH0521;UTM  19      - 5,023,538.889   342,491.547   MT  0.99990504   -1 25 50.3
 QH0521
 QH0521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0521!SPC ME W     -   0.99985156  x   1.00002043  =   0.99987199
 QH0521!UTM  19      -   0.99985156  x   0.99990504  =   0.99975661
 QH0521
 QH0521:                Primary Azimuth Mark                     Grid Az
 QH0521:SPC ME W     -  WOBURN IBC                               062 44 17.3
 QH0521:UTM  19      -  WOBURN IBC                               063 34 06.1
 QH0521
 QH0521|---------------------------------------------------------------------|
 QH0521| PID    Reference Object                     Distance      Geod. Az  |
 QH0521|                                                           dddmmss.s |
 QH0521| QH0416 WOBURN IBC                          APPROX. 8.7 KM 0620815.8 |
 QH0521| QH0515 ART IBC                              49.851 METERS 22822     |
 QH0521| QH0522 MON 470 IBC                           1.692 METERS 34650     |
 QH0521|---------------------------------------------------------------------|
 QH0521
 QH0521                          SUPERSEDED SURVEY CONTROL
 QH0521
 QH0521  NAD 83(1992)-  45 20 51.58373(N)    071 00 38.34172(W) AD(       ) 2
 QH0521  NAD 83(1992)-  45 20 51.58988(N)    071 00 38.33795(W) AD(       ) 2
 QH0521  NAD 83(1986)-  45 20 51.58711(N)    071 00 38.34022(W) AD(       ) 2
 QH0521  NAD 27      -  45 20 51.41666(N)    071 00 40.07616(W) AD(       ) 2
 QH0521
 QH0521.Superseded values are not recommended for survey control.
 QH0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0521.See file dsdata.txt to determine how the superseded data were derived.
 QH0521
 QH0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL4249223539(NAD 83)
 QH0521_MARKER: Z = SEE DESCRIPTION
 QH0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0521
 QH0521  HISTORY     - Date     Condition        Report By
 QH0521  HISTORY     - 1845     MONUMENTED       IBC
 QH0521  HISTORY     - 1965     GOOD             IBC
 QH0521  HISTORY     - 20060712 GOOD             GEOCAC
 QH0521
 QH0521                          STATION DESCRIPTION
 QH0521
 QH0521'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0521'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0521'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0521'THE SURFACE OF THE BASE.
 QH0521
 QH0521                          STATION RECOVERY (1965)
 QH0521
 QH0521'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965 (HGD)
 QH0521'STATION RECOVERED IN GOOD CONDITION.
 QH0521
 QH0521                          STATION RECOVERY (2006)
 QH0521
 QH0521'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 QH0521'THE MARK WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0512 ***********************************************************************
 QH0512  DESIGNATION -  MON 471 IBC
 QH0512  PID         -  QH0512
 QH0512  STATE/COUNTY-  ME/OXFORD
 QH0512  USGS QUAD   -  MOOSE BOG (1989)
 QH0512
 QH0512                         *CURRENT SURVEY CONTROL
 QH0512  ___________________________________________________________________
 QH0512* NAD 83(1996)-  45 19 49.41270(N)    071 00 14.45533(W)     ADJUSTED  
 QH0512* NAVD 88     -       674.     (meters)    2211.     (feet)  SCALED    
 QH0512  ___________________________________________________________________
 QH0512  LAPLACE CORR-           3.33  (seconds)                    DEFLEC99
 QH0512  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 QH0512
 QH0512  HORZ ORDER  -  THIRD
 QH0512
 QH0512.The horizontal coordinates were established by classical geodetic methods
 QH0512.and adjusted by the National Geodetic Survey in March 1998..
 QH0512
 QH0512.The orthometric height was scaled from a topographic map.
 QH0512
 QH0512.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0512
 QH0512.The geoid height was determined by GEOID03.
 QH0512
 QH0512;                    North         East     Units Scale Factor Converg.
 QH0512;SPC ME W     -   277,789.716   834,360.454   MT  1.00001962   -0 35 43.9
 QH0512;UTM  19      - 5,021,607.370   342,963.629   MT  0.99990321   -1 25 31.8
 QH0512
 QH0512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0512!SPC ME W     -   0.99989842  x   1.00001962  =   0.99991803
 QH0512!UTM  19      -   0.99989842  x   0.99990321  =   0.99980164
 QH0512
 QH0512:                Primary Azimuth Mark                     Grid Az
 QH0512:SPC ME W     -  NICOLLET                                 149 05 06.4
 QH0512:UTM  19      -  NICOLLET                                 149 54 54.3
 QH0512
 QH0512|---------------------------------------------------------------------|
 QH0512| PID    Reference Object                     Distance      Geod. Az  |
 QH0512|                                                           dddmmss.s |
 QH0512| QH0381 NICOLLET                            APPROX. 2.2 KM 1482922.5 |
 QH0512| QH0511 MON 471 ECC IBC                      11.950 METERS 17529     |
 QH0512|---------------------------------------------------------------------|
 QH0512
 QH0512                          SUPERSEDED SURVEY CONTROL
 QH0512
 QH0512  NAD 83(1992)-  45 19 49.41238(N)    071 00 14.45272(W) AD(       ) 3
 QH0512  NAD 83(1992)-  45 19 49.41859(N)    071 00 14.44877(W) AD(       ) 3
 QH0512  NAD 83(1986)-  45 19 49.41605(N)    071 00 14.45134(W) AD(       ) 3
 QH0512  NAD 27      -  45 19 49.24700(N)    071 00 16.18900(W) AD(       ) 3
 QH0512
 QH0512.Superseded values are not recommended for survey control.
 QH0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0512.See file dsdata.txt to determine how the superseded data were derived.
 QH0512
 QH0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL4296421607(NAD 83)
 QH0512_MARKER: Z = SEE DESCRIPTION
 QH0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0512_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0512+STABILITY: SURFACE MOTION
 QH0512
 QH0512  HISTORY     - Date     Condition        Report By
 QH0512  HISTORY     - 1845     MONUMENTED       IBC
 QH0512  HISTORY     - 1965     GOOD             IBC
 QH0512  HISTORY     - 20060712 GOOD             GEOCAC
 QH0512
 QH0512                          STATION DESCRIPTION
 QH0512
 QH0512'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0512'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0512'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0512'THE SURFACE OF THE BASE.
 QH0512
 QH0512                          STATION RECOVERY (1965)
 QH0512
 QH0512'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965 (HGD)
 QH0512'STATION RECOVERED IN GOOD CONDITION.
 QH0512
 QH0512                          STATION RECOVERY (2006)
 QH0512
 QH0512'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 QH0512'THE MARK WAS RECOVERED IN GOOD CONDITION.
 QH0512' 
 QH0512'THE BOUNDARY SWATH IS RATHER OVERGROWN IN THIS SECTION AND VEGETATION
 QH0512'ALMOST HIDES THIS MONUMENT ALTOGETHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0509 ***********************************************************************
 QH0509  DESIGNATION -  MON 472 IBC
 QH0509  PID         -  QH0509
 QH0509  STATE/COUNTY-  ME/OXFORD
 QH0509  USGS QUAD   -  MOOSE BOG (1989)
 QH0509
 QH0509                         *CURRENT SURVEY CONTROL
 QH0509  ___________________________________________________________________
 QH0509* NAD 83(1996)-  45 19 00.71158(N)    071 00 48.46740(W)     ADJUSTED  
 QH0509* NAVD 88     -       691.     (meters)    2267.     (feet)  SCALED    
 QH0509  ___________________________________________________________________
 QH0509  LAPLACE CORR-           3.64  (seconds)                    DEFLEC99
 QH0509  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 QH0509
 QH0509  HORZ ORDER  -  THIRD
 QH0509
 QH0509.The horizontal coordinates were established by classical geodetic methods
 QH0509.and adjusted by the National Geodetic Survey in March 1998..
 QH0509
 QH0509.The orthometric height was scaled from a topographic map.
 QH0509
 QH0509.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0509
 QH0509.The geoid height was determined by GEOID03.
 QH0509
 QH0509;                    North         East     Units Scale Factor Converg.
 QH0509;SPC ME W     -   276,294.023   833,604.043   MT  1.00002085   -0 36 07.6
 QH0509;UTM  19      - 5,020,122.961   342,185.724   MT  0.99990623   -1 25 54.8
 QH0509
 QH0509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0509!SPC ME W     -   0.99989575  x   1.00002085  =   0.99991660
 QH0509!UTM  19      -   0.99989575  x   0.99990623  =   0.99980199
 QH0509
 QH0509:                Primary Azimuth Mark                     Grid Az
 QH0509:SPC ME W     -  MARBLE IBC                               001 33 14.0
 QH0509:UTM  19      -  MARBLE IBC                               002 23 01.2
 QH0509
 QH0509|---------------------------------------------------------------------|
 QH0509| PID    Reference Object                     Distance      Geod. Az  |
 QH0509|                                                           dddmmss.s |
 QH0509| QH0513 MARBLE IBC                          APPROX. 1.8 KM 0005706.4 |
 QH0509| QH0510 MON 472 ECC IBC                      11.876 METERS 03607     |
 QH0509|---------------------------------------------------------------------|
 QH0509
 QH0509                          SUPERSEDED SURVEY CONTROL
 QH0509
 QH0509  NAD 83(1992)-  45 19 00.71124(N)    071 00 48.46494(W) AD(       ) 3
 QH0509  NAD 83(1992)-  45 19 00.71744(N)    071 00 48.46081(W) AD(       ) 3
 QH0509  NAD 83(1986)-  45 19 00.71513(N)    071 00 48.46330(W) AD(       ) 3
 QH0509  NAD 27      -  45 19 00.54700(N)    071 00 50.20100(W) AD(       ) 3
 QH0509
 QH0509.Superseded values are not recommended for survey control.
 QH0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0509.See file dsdata.txt to determine how the superseded data were derived.
 QH0509
 QH0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL4218620123(NAD 83)
 QH0509_MARKER: Z = SEE DESCRIPTION
 QH0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0509_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0509+STABILITY: SURFACE MOTION
 QH0509
 QH0509  HISTORY     - Date     Condition        Report By
 QH0509  HISTORY     - 1845     MONUMENTED       IBC
 QH0509  HISTORY     - 1976     GOOD             IBC
 QH0509  HISTORY     - 20060825 GOOD             GEOCAC
 QH0509
 QH0509                          STATION DESCRIPTION
 QH0509
 QH0509'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0509'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0509'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0509'THE SURFACE OF THE BASE.
 QH0509
 QH0509                          STATION RECOVERY (1976)
 QH0509
 QH0509'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1976 (HGD)
 QH0509'STATION RECOVERED IN GOOD CONDITION.
 QH0509
 QH0509                          STATION RECOVERY (2006)
 QH0509
 QH0509'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 QH0509'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 QH0509' 
 QH0509'THE CAST IRON POST HAS BEEN REPLACED BY A GRANITE POST OF SIMILAR
 QH0509'DIMENSIONS WITH THE NAMES 'CANADA' AND 'UNITED STATES' ENGRAVED ON THE
 QH0509'APPROPRIATE FACES OF THE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0508 ***********************************************************************
 QH0508  DESIGNATION -  MON 473 IBC
 QH0508  PID         -  QH0508
 QH0508  STATE/COUNTY-  ME/OXFORD
 QH0508  USGS QUAD   -  MOOSE BOG (1989)
 QH0508
 QH0508                         *CURRENT SURVEY CONTROL
 QH0508  ___________________________________________________________________
 QH0508* NAD 83(1996)-  45 18 54.57227(N)    071 01 31.46238(W)     ADJUSTED  
 QH0508* NAVD 88     -       719.     (meters)    2359.     (feet)  SCALED    
 QH0508  ___________________________________________________________________
 QH0508  LAPLACE CORR-           3.97  (seconds)                    DEFLEC99
 QH0508  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 QH0508
 QH0508  HORZ ORDER  -  THIRD
 QH0508
 QH0508.The horizontal coordinates were established by classical geodetic methods
 QH0508.and adjusted by the National Geodetic Survey in March 1998..
 QH0508
 QH0508.The orthometric height was scaled from a topographic map.
 QH0508
 QH0508.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0508
 QH0508.The geoid height was determined by GEOID03.
 QH0508
 QH0508;                    North         East     Units Scale Factor Converg.
 QH0508;SPC ME W     -   276,114.409   832,665.588   MT  1.00002239   -0 36 38.1
 QH0508;UTM  19      - 5,019,956.976   341,244.873   MT  0.99990989   -1 26 25.2
 QH0508
 QH0508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0508!SPC ME W     -   0.99989136  x   1.00002239  =   0.99991375
 QH0508!UTM  19      -   0.99989136  x   0.99990989  =   0.99980126
 QH0508
 QH0508:                Primary Azimuth Mark                     Grid Az
 QH0508:SPC ME W     -  LAKE IBC                                 150 56 06.8
 QH0508:UTM  19      -  LAKE IBC                                 151 45 53.9
 QH0508
 QH0508|---------------------------------------------------------------------|
 QH0508| PID    Reference Object                     Distance      Geod. Az  |
 QH0508|                                                           dddmmss.s |
 QH0508| QH0496 LAKE IBC                            APPROX. 2.6 KM 1501928.7 |
 QH0508| QH0507 MON 473 ECC IBC                      33.665 METERS 19513     |
 QH0508|---------------------------------------------------------------------|
 QH0508
 QH0508                          SUPERSEDED SURVEY CONTROL
 QH0508
 QH0508  NAD 83(1992)-  45 18 54.57196(N)    071 01 31.45998(W) AD(       ) 3
 QH0508  NAD 83(1992)-  45 18 54.57808(N)    071 01 31.45581(W) AD(       ) 3
 QH0508  NAD 83(1986)-  45 18 54.57586(N)    071 01 31.45810(W) AD(       ) 3
 QH0508  NAD 27      -  45 18 54.40800(N)    071 01 33.19400(W) AD(       ) 3
 QH0508
 QH0508.Superseded values are not recommended for survey control.
 QH0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0508.See file dsdata.txt to determine how the superseded data were derived.
 QH0508
 QH0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL4124519957(NAD 83)
 QH0508_MARKER: Z = SEE DESCRIPTION
 QH0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0508_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0508+STABILITY: SURFACE MOTION
 QH0508
 QH0508  HISTORY     - Date     Condition        Report By
 QH0508  HISTORY     - 1845     MONUMENTED       IBC
 QH0508  HISTORY     - 1976     GOOD             IBC
 QH0508  HISTORY     - 20060825 GOOD             GEOCAC
 QH0508
 QH0508                          STATION DESCRIPTION
 QH0508
 QH0508'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0508'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0508'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0508'THE SURFACE OF THE BASE.
 QH0508
 QH0508                          STATION RECOVERY (1976)
 QH0508
 QH0508'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1976 (HGD)
 QH0508'STATION RECOVERED IN GOOD CONDITION.
 QH0508
 QH0508                          STATION RECOVERY (2006)
 QH0508
 QH0508'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 QH0508'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 QH0508' 
 QH0508'THE CAST IRON POST HAS BEEN REPLACED BY A GRANITE POST OF SIMILAR
 QH0508'DIMENSIONS WITH THE NAMES 'CANADA' AND 'UNITED STATES' ENGRAVED ON THE
 QH0508'APPROPRIATE FACES OF THE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0506 ***********************************************************************
 QH0506  DESIGNATION -  MON 474 IBC
 QH0506  PID         -  QH0506
 QH0506  STATE/COUNTY-  ME/OXFORD
 QH0506  USGS QUAD   -  MOOSE BOG (1989)
 QH0506
 QH0506                         *CURRENT SURVEY CONTROL
 QH0506  ___________________________________________________________________
 QH0506* NAD 83(1996)-  45 18 44.64202(N)    071 03 18.09976(W)     ADJUSTED  
 QH0506* NAVD 88     -       689.     (meters)    2260.     (feet)  SCALED    
 QH0506  ___________________________________________________________________
 QH0506  LAPLACE CORR-           4.77  (seconds)                    DEFLEC99
 QH0506  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 QH0506
 QH0506  HORZ ORDER  -  THIRD
 QH0506
 QH0506.The horizontal coordinates were established by classical geodetic methods
 QH0506.and adjusted by the National Geodetic Survey in March 1998..
 QH0506
 QH0506.The orthometric height was scaled from a topographic map.
 QH0506
 QH0506.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0506
 QH0506.The geoid height was determined by GEOID03.
 QH0506
 QH0506;                    North         East     Units Scale Factor Converg.
 QH0506;SPC ME W     -   275,833.036   830,339.567   MT  1.00002631   -0 37 53.8
 QH0506;UTM  19      - 5,019,709.343   338,915.277   MT  0.99991905   -1 27 40.8
 QH0506
 QH0506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0506!SPC ME W     -   0.99989607  x   1.00002631  =   0.99992238
 QH0506!UTM  19      -   0.99989607  x   0.99991905  =   0.99981513
 QH0506
 QH0506:                Primary Azimuth Mark                     Grid Az
 QH0506:SPC ME W     -  BARKER IBC                               114 08 35.5
 QH0506:UTM  19      -  BARKER IBC                               114 58 22.5
 QH0506
 QH0506|---------------------------------------------------------------------|
 QH0506| PID    Reference Object                     Distance      Geod. Az  |
 QH0506|                                                           dddmmss.s |
 QH0506| QH0503 BARKER IBC                          APPROX. 1.8 KM 1133041.7 |
 QH0506| QH0505 MON 474 ECC IBC                      31.676 METERS 23706     |
 QH0506|---------------------------------------------------------------------|
 QH0506
 QH0506                          SUPERSEDED SURVEY CONTROL
 QH0506
 QH0506  NAD 83(1992)-  45 18 44.64182(N)    071 03 18.09750(W) AD(       ) 3
 QH0506  NAD 83(1992)-  45 18 44.64778(N)    071 03 18.09323(W) AD(       ) 3
 QH0506  NAD 83(1986)-  45 18 44.64571(N)    071 03 18.09504(W) AD(       ) 3
 QH0506  NAD 27      -  45 18 44.48000(N)    071 03 19.83000(W) AD(       ) 3
 QH0506
 QH0506.Superseded values are not recommended for survey control.
 QH0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0506.See file dsdata.txt to determine how the superseded data were derived.
 QH0506
 QH0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL3891519709(NAD 83)
 QH0506_MARKER: Z = SEE DESCRIPTION
 QH0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0506_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0506+STABILITY: SURFACE MOTION
 QH0506
 QH0506  HISTORY     - Date     Condition        Report By
 QH0506  HISTORY     - 1845     MONUMENTED       IBC
 QH0506  HISTORY     - 1976     GOOD             IBC
 QH0506  HISTORY     - 20060825 GOOD             GEOCAC
 QH0506
 QH0506                          STATION DESCRIPTION
 QH0506
 QH0506'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0506'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0506'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0506'THE SURFACE OF THE BASE.
 QH0506
 QH0506                          STATION RECOVERY (1976)
 QH0506
 QH0506'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1976 (HGD)
 QH0506'STATION RECOVERED IN GOOD CONDITION.
 QH0506
 QH0506                          STATION RECOVERY (2006)
 QH0506
 QH0506'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 QH0506'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 QH0506' 
 QH0506'THE CAST IRON POST HAS BEEN REPLACED BY A GRANITE POST OF SIMILAR
 QH0506'DIMENSIONS WITH THE NAMES 'CANADA' AND 'UNITED STATES' ENGRAVED ON THE
 QH0506'APPROPRIATE FACES OF THE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0502 ***********************************************************************
 QH0502  DESIGNATION -  MON 475 IBC
 QH0502  PID         -  QH0502
 QH0502  STATE/COUNTY-  ME/OXFORD
 QH0502  USGS QUAD   -  MOOSE BOG (1989)
 QH0502
 QH0502                         *CURRENT SURVEY CONTROL
 QH0502  ___________________________________________________________________
 QH0502* NAD 83(1996)-  45 18 19.68356(N)    071 05 02.35932(W)     ADJUSTED  
 QH0502* NAVD 88     -       789.     (meters)    2589.     (feet)  SCALED    
 QH0502  ___________________________________________________________________
 QH0502  LAPLACE CORR-           5.11  (seconds)                    DEFLEC99
 QH0502  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 QH0502
 QH0502  HORZ ORDER  -  THIRD
 QH0502
 QH0502.The horizontal coordinates were established by classical geodetic methods
 QH0502.and adjusted by the National Geodetic Survey in March 1998..
 QH0502
 QH0502.The orthometric height was scaled from a topographic map.
 QH0502
 QH0502.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0502
 QH0502.The geoid height was determined by GEOID03.
 QH0502
 QH0502;                    North         East     Units Scale Factor Converg.
 QH0502;SPC ME W     -   275,087.998   828,059.835   MT  1.00003028   -0 39 07.6
 QH0502;UTM  19      - 5,018,997.469   336,625.236   MT  0.99992819   -1 28 54.4
 QH0502
 QH0502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0502!SPC ME W     -   0.99988040  x   1.00003028  =   0.99991068
 QH0502!UTM  19      -   0.99988040  x   0.99992819  =   0.99980860
 QH0502
 QH0502:                Primary Azimuth Mark                     Grid Az
 QH0502:SPC ME W     -  RUMP IBC                                 172 33 03.8
 QH0502:UTM  19      -  RUMP IBC                                 173 22 50.6
 QH0502
 QH0502|---------------------------------------------------------------------|
 QH0502| PID    Reference Object                     Distance      Geod. Az  |
 QH0502|                                                           dddmmss.s |
 QH0502| QH0543 RUMP IBC                            APPROX.11.4 KM 1715356.2 |
 QH0502| QH0501 MON 475 ECC IBC                      17.657 METERS 24623     |
 QH0502|---------------------------------------------------------------------|
 QH0502
 QH0502                          SUPERSEDED SURVEY CONTROL
 QH0502
 QH0502  NAD 83(1992)-  45 18 19.68343(N)    071 05 02.35721(W) AD(       ) 3
 QH0502  NAD 83(1992)-  45 18 19.68925(N)    071 05 02.35277(W) AD(       ) 3
 QH0502  NAD 83(1986)-  45 18 19.68739(N)    071 05 02.35417(W) AD(       ) 3
 QH0502  NAD 27      -  45 18 19.52200(N)    071 05 04.09000(W) AD(       ) 3
 QH0502
 QH0502.Superseded values are not recommended for survey control.
 QH0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0502.See file dsdata.txt to determine how the superseded data were derived.
 QH0502
 QH0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL3662518997(NAD 83)
 QH0502_MARKER: Z = SEE DESCRIPTION
 QH0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0502_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QH0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0502+STABILITY: SURFACE MOTION
 QH0502
 QH0502  HISTORY     - Date     Condition        Report By
 QH0502  HISTORY     - 1845     MONUMENTED       IBC
 QH0502  HISTORY     - 1976     GOOD             IBC
 QH0502  HISTORY     - 20060826 GOOD             GEOCAC
 QH0502
 QH0502                          STATION DESCRIPTION
 QH0502
 QH0502'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0502'CAST - IRON POST, 6 FEET LONG, WHICH IS NOW SET IN A CONCRETE BASE 3
 QH0502'FEET SQUARE WITH THE TOP OF THE CAST - IRON POST RISING 3 FEET ABOVE
 QH0502'THE SURFACE OF THE BASE.
 QH0502
 QH0502                          STATION RECOVERY (1976)
 QH0502
 QH0502'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1976 (HGD)
 QH0502'STATION RECOVERED IN GOOD CONDITION.
 QH0502
 QH0502                          STATION RECOVERY (2006)
 QH0502
 QH0502'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 QH0502'RECOVERED IN GOOD CONDITION.  THE CAST IRON POST WAS  REPLACED IN 1993
 QH0502'BY A GRANITE POST OF SIMILAR DIMENSIONS WITH THE NAMES 'CANADA' AND
 QH0502''UNITED STATES' ENGRAVED ON THE APPROPRIATE FACES OF THE POST.
 QH0502' 
 QH0502'THE MAINE - NEW HAMPSHIRE STATE BOUNDARY MONUMENT WAS ALSO RECOVERED.
 QH0502'IT IS AN IRREGULARLY SHAPED GRANITE STONE MONUMENT, ABOUT 15 INCHES BY
 QH0502'12 INCHES, WHICH WAS ABOUT 3 INCHES BELOW THE GROUND LEVEL AND
 QH0502'DIRECTLY ADJACENT TO THE CONCRETE BASE OF IBC MONUMENT 475 AND
 QH0502'CENTERED ON THE U. S. SIDE.  IT IS ENGRAVED WITH THE DATE '1858' AND
 QH0502'THE INITIALS 'NH' AND 'ME' WITH AN ENGRAVED LINE BETWEEN MARKING THE
 QH0502'BOUNDARY.
 QH0502' 
 QH0502'THIS MONUMENT, ALSO KNOWN AS THE 'CROWN MONUMENT', MARKS THE NORTHERN
 QH0502'TERMINUS OF THE BORDER BETWEEN NEW HAMPSHIRE AND MAINE. THE ORIGINAL
 QH0502''CROWN MONUMENT' WAS SPECIFIED IN THE WEBSTER ASHBURTON TREATY OF 1842
 QH0502'AS THE STARTING POINT OF THE NEW HAMPSHIRE SECTION OF THE
 QH0502'INTERNATIONAL BOUNDARY.
 QH0502' 
 QH0502'NOTE THAT THE CURRENT 24K USGS TOPOGRAPHIC MAP (MOOSE BOG QUADRANGLE,
 QH0502'1989) INCORRECTLY DEPICTS THE LOCATION OF MONUMENT 475. THE CORRECT
 QH0502'LOCATION IS THE NH-ME-QUEBEC BOUNDARY TRI-POINT WHICH IS CORRECTLY
 QH0502'SHOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0375 ***********************************************************************
 OB0375  DESIGNATION -  MONHEGAN 1858
 OB0375  PID         -  OB0375
 OB0375  STATE/COUNTY-  ME/LINCOLN
 OB0375  USGS QUAD   -  MONHEGAN (1979)
 OB0375
 OB0375                         *CURRENT SURVEY CONTROL
 OB0375  ___________________________________________________________________
 OB0375* NAD 83(1996)-  43 46 16.57569(N)    069 18 16.64951(W)     ADJUSTED  
 OB0375* NAVD 88     -        47.     (meters)     154.     (feet)  SCALED    
 OB0375  ___________________________________________________________________
 OB0375  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 OB0375  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 OB0375
 OB0375  HORZ ORDER  -  THIRD
 OB0375
 OB0375.The horizontal coordinates were established by classical geodetic methods
 OB0375.and adjusted by the National Geodetic Survey in March 1998..
 OB0375
 OB0375.The orthometric height was scaled from a topographic map.
 OB0375
 OB0375.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0375
 OB0375.The geoid height was determined by GEOID03.
 OB0375
 OB0375;                    North         East     Units Scale Factor Converg.
 OB0375;SPC ME W     -   104,561.317   969,403.959   MT  1.00002589   +0 35 46.9
 OB0375;SPC ME E     -    11,935.751   235,223.076   MT  0.99995159   -0 33 23.9
 OB0375;UTM  19      - 4,846,514.014   475,483.337   MT  0.99960739   -0 12 38.6
 OB0375
 OB0375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0375!SPC ME W     -   0.99999663  x   1.00002589  =   1.00002252
 OB0375!SPC ME E     -   0.99999663  x   0.99995159  =   0.99994822
 OB0375!UTM  19      -   0.99999663  x   0.99960739  =   0.99960402
 OB0375
 OB0375                          SUPERSEDED SURVEY CONTROL
 OB0375
 OB0375  NAD 83(1992)-  43 46 16.57073(N)    069 18 16.63274(W) AD(       ) 3
 OB0375  NAD 83(1986)-  43 46 16.57600(N)    069 18 16.63976(W) AD(       ) 3
 OB0375  NAD 27      -  43 46 16.29700(N)    069 18 18.54100(W) AD(       ) 3
 OB0375
 OB0375.Superseded values are not recommended for survey control.
 OB0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0375.See file dsdata.txt to determine how the superseded data were derived.
 OB0375
 OB0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ7548346514(NAD 83)
 OB0375_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OB0375+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2006
 OB0375
 OB0375  HISTORY     - Date     Condition        Report By
 OB0375  HISTORY     - 1858     MONUMENTED       COASUR
 OB0375  HISTORY     - 1923     SEE DESCRIPTION  USE
 OB0375  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0375  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OB0375  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OB0375  HISTORY     - 1963     SEE DESCRIPTION  CGS
 OB0375  HISTORY     - 20060725 GOOD             GEOCAC
 OB0375
 OB0375                          STATION DESCRIPTION
 OB0375
 OB0375'DESCRIBED BY US ENGINEERS 1923
 OB0375'STATION ON HIGHEST PART OF ISLAND ABOUT 400 METERS NW OF BLACK
 OB0375'HEAD IN SPRUCE WOODS.
 OB0375'
 OB0375'SIGNAL ERECTED SEPT. 5, 1852 AND MARKED BY DRILL HOLE IN GRANITE
 OB0375'OUTCROP.  DRILL HOLE ENLARGED AND STANDARD DISK STATION MARK
 OB0375'(MARKED MONHEGAN 1858) SET WITH WEDGE AND PORTLAND CEMENT.  STONES
 OB0375'OF ORIGINAL CAIRN COVERING STATION HAVE BEEN PILED IN A CIRCLE
 OB0375'AROUND THE MARK.  STATION MARKED JULY 7, 1923.
 OB0375'
 OB0375'REFERENCE POINT ON LARGE DOUBLE SPRUCE WITH LADDER AND IMPROVISED
 OB0375'PLATFORM.  POINT IS GALVANIZED SPIKE IN CENTER OF LARGE BLAZE,
 OB0375'SPIKE IS IN CENTER OF TRIANGLE OF GALVANIZED NAILS MARKED
 OB0375'U.S.R.P.  POINT BEARS S 12 DEG W FROM STATION (AZ 354-1/2 DEG + OR
 OB0375'-).  LIGHT BEARS S 70 DEG W FROM TREE (AZ 52-1/2 DEG + OR
 OB0375'-).  R.P. IS 23.90 METERS FROM STATION.
 OB0375
 OB0375                          STATION RECOVERY (1934)
 OB0375
 OB0375'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0375'STATION RECOVERED, IT BEING MARKED BY A STANDARD STATION DISK,
 OB0375'HAVING NO REFERENCE MARKS.
 OB0375'
 OB0375'STATION IS ON THE HIGHEST POINT ON A LEDGE ON THE SUMMIT OF
 OB0375'THE HILL ON THE NE END OF THE ISLAND, WHICH HILL IS THE HIGHEST
 OB0375'POINT ON THE ISLAND.  THE STATION IS SURROUNDED BY A 4-FOOT CIRCLE
 OB0375'OF ROCKS ABOUT 2 FEET HIGH.
 OB0375'
 OB0375'TO REACH STATION FROM STEAMBOAT DOCK, FOLLOW ROAD NE ALONG
 OB0375'CENTER OF ISLAND ABOUT 3/4 MILE, THEN FOLLOW TRAIL ABOUT 3/4 MILE,
 OB0375'KEEPING TO LEFT, TO THE SUMMIT.  AT A TRIANGULAR BLAZE ON A TREE,
 OB0375'TURN E AND FOLLOW RIDGE ABOUT 150 METERS TO STATION.
 OB0375
 OB0375                          STATION RECOVERY (1943)
 OB0375
 OB0375'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 OB0375'STATION WAS RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS--
 OB0375'
 OB0375'MARK IS 42.0 METERS SE OF A 40-FOOT BIRCH TREE, 21.0 METERS SW
 OB0375'OF A 20-FOOT BIRCH TREE, 10.0 METERS W OF A 30-FOOT BIRCH TREE,
 OB0375'AND 9.7 METERS NE OF A 20-FOOT BIRCH TREE.
 OB0375
 OB0375                          STATION RECOVERY (1953)
 OB0375
 OB0375'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (PT)
 OB0375'STATION WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION BY
 OB0375'K.G.C. IN 1934 WAS FOUND TO BE ADEQUATE.  THE PATH TO GREEN POINT
 OB0375'LEADS WITHIN 10 FT. OF THE STATION.  THE ROCK CAIRN IS VISIBLE FROM
 OB0375'THE PATH.  THE BIRCH TREES, SHOWN AS REFERENCES IN THE RECOVERY
 OB0375'NOTE OF F.L.P. IN 1943, HAVE BEEN DESTROYED.
 OB0375
 OB0375                          STATION RECOVERY (1963)
 OB0375
 OB0375'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (GAM)
 OB0375'THE STATION WAS RECOVERED AND THE STATION MARK WAS FOUND IN GOOD
 OB0375'CONDITION.  THE REFERENCE POINT MENTIONED IN 1858, (A GALVANIZED
 OB0375'SPIKE IN THE CENTER OF A BLAZE ON A TREE) WAS ALSO RECOVERED.
 OB0375'
 OB0375'TO REACH THE STATION FROM THE POST OFFICE IN MONHEGAN, GO
 OB0375'NORTHEASTERLY ON A GRADED ROAD FOR ABOUT 0.1 MILE TO A FORK.  TAKE
 OB0375'THE LEFT ROAD, NORTHEASTERLY, AND GO ABOUT 0.3 MILE TO THE END OF
 OB0375'TRUCK TRAVEL.  FROM THIS POINT PACK NORTHEASTERLY ON A WELL MARKED
 OB0375'TRAIL FOR ABOUT 20 MINUTES TO A FORK IN THE TRAIL, (THIS IS JUST
 OB0375'AFTER PASSING A DIM TRAIL TO THE LEFT), AND A TRIANGULAR BLAZE
 OB0375'ON A 12 INCH PINE TREE.  TAKE THE LEFT FORK AND GO ABOUT 10
 OB0375'MINUTES TO THE STATION SURROUNDED BY A RING OF ROCKS ABOUT 15
 OB0375'FEET TO THE RIGHT OF THE TRAIL.
 OB0375
 OB0375                          STATION RECOVERY (2006)
 OB0375
 OB0375'RECOVERY NOTE BY GEOCACHING 2006 (NW)
 OB0375'RECOVERED AS DESCRIBED IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0380 ***********************************************************************
 OB0380  DESIGNATION -  MONHEGAN FOG BELL
 OB0380  PID         -  OB0380
 OB0380  STATE/COUNTY-  ME/KNOX
 OB0380  USGS QUAD   -  MONHEGAN (1979)
 OB0380
 OB0380                         *CURRENT SURVEY CONTROL
 OB0380  ___________________________________________________________________
 OB0380* NAD 83(1996)-  43 45 47.67309(N)    069 19 36.25479(W)     ADJUSTED  
 OB0380* NAVD 88     -                                                        
 OB0380  ___________________________________________________________________
 OB0380  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 OB0380  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 OB0380
 OB0380  HORZ ORDER  -  THIRD
 OB0380
 OB0380.The horizontal coordinates were established by classical geodetic methods
 OB0380.and adjusted by the National Geodetic Survey in March 1998..
 OB0380
 OB0380
 OB0380.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0380
 OB0380.The geoid height was determined by GEOID03.
 OB0380
 OB0380;                    North         East     Units Scale Factor Converg.
 OB0380;SPC ME E     -    11,061.341   233,433.978   MT  0.99995448   -0 34 18.7
 OB0380;SPC ME W     -   103,651.021   967,632.691   MT  1.00002291   +0 34 51.5
 OB0380;UTM  19      - 4,845,629.125   473,700.166   MT  0.99960851   -0 13 33.6
 OB0380
 OB0380                          SUPERSEDED SURVEY CONTROL
 OB0380
 OB0380  NAD 83(1992)-  43 45 47.66703(N)    069 19 36.23808(W) AD(       ) 4
 OB0380  NAD 83(1986)-  43 45 47.67238(N)    069 19 36.24513(W) AD(       ) 4
 OB0380  NAD 27      -  43 45 47.35000(N)    069 19 38.06000(W) AD(       ) 3
 OB0380
 OB0380.Superseded values are not recommended for survey control.
 OB0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0380.See file dsdata.txt to determine how the superseded data were derived.
 OB0380
 OB0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ7370045629(NAD 83)
 OB0380
 OB0380  HISTORY     - Date     Condition        Report By
 OB0380  HISTORY     - UNK      MONUMENTED
 OB0380  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OB0380  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OB0380
 OB0380                          STATION DESCRIPTION
 OB0380
 OB0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FLP)
 OB0380'ACCORDING TO LOCAL INFORMATION FROM LIGHTHOUSE KEEPER, THE FOGHORN
 OB0380'HAS BEEN ALTERED SEVERAL TIMES, THE LAST TIME BEING IN 1941.  THE
 OB0380'LOCATION IS APPROXIMATELY THE SAME, BUT MAY NOT BE THE EXACT
 OB0380'ORIGINAL POSITION.  THERE IS ALSO A SMALL BELL HOUSE TO THE E
 OB0380'OF THE S END OF THE FOGHORN LOCATION.  THIS MIGHT BE THE TRUE
 OB0380'STATION, BUT NO DEFINITE INFORMATION COULD BE OBTAINED
 OB0380'CONCERNING THIS BELL HOUSE.  THE AIR COMPILATION OFFICE SHOULD
 OB0380'VERIFY THE TRUE LOCATION IF POSSIBLE.
 OB0380
 OB0380                          STATION RECOVERY (1953)
 OB0380
 OB0380'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (PT)
 OB0380'THE STATION IS BELIEVED TO BE DESTROYED.  ACCORDING TO LOCAL
 OB0380'INFORMATION, IT HAS BEEN ALTERED SEVERAL TIMES.  THE LIGHT LIST
 OB0380'SHOWS IT BEING REBUILT IN 1870.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0378 ***********************************************************************
 OB0378  DESIGNATION -  MONHEGAN LIGHT
 OB0378  PID         -  OB0378
 OB0378  STATE/COUNTY-  ME/KNOX
 OB0378  USGS QUAD   -  MONHEGAN (1979)
 OB0378
 OB0378                         *CURRENT SURVEY CONTROL
 OB0378  ___________________________________________________________________
 OB0378* NAD 83(1996)-  43 45 53.32251(N)    069 18 56.98749(W)     ADJUSTED  
 OB0378* NAVD 88     -                                                        
 OB0378  ___________________________________________________________________
 OB0378  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 OB0378  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 OB0378
 OB0378  HORZ ORDER  -  THIRD
 OB0378
 OB0378.The horizontal coordinates were established by classical geodetic methods
 OB0378.and adjusted by the National Geodetic Survey in March 1998..
 OB0378
 OB0378
 OB0378.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0378
 OB0378.The geoid height was determined by GEOID03.
 OB0378
 OB0378;                    North         East     Units Scale Factor Converg.
 OB0378;SPC ME E     -    11,226.976   234,313.939   MT  0.99995305   -0 33 51.6
 OB0378;SPC ME W     -   103,834.340   968,509.202   MT  1.00002437   +0 35 18.8
 OB0378;UTM  19      - 4,845,800.010   474,578.807   MT  0.99960795   -0 13 06.5
 OB0378
 OB0378                          SUPERSEDED SURVEY CONTROL
 OB0378
 OB0378  NAD 83(1992)-  43 45 53.31742(N)    069 18 56.97062(W) AD(       ) 4
 OB0378  NAD 83(1986)-  43 45 53.32299(N)    069 18 56.97795(W) AD(       ) 4
 OB0378  NAD 27      -  43 45 52.97900(N)    069 18 58.81600(W) AD(       ) 3
 OB0378
 OB0378.Superseded values are not recommended for survey control.
 OB0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0378.See file dsdata.txt to determine how the superseded data were derived.
 OB0378
 OB0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ7457945800(NAD 83)
 OB0378_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OB0378+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2004
 OB0378
 OB0378  HISTORY     - Date     Condition        Report By
 OB0378  HISTORY     - UNK      MONUMENTED
 OB0378  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OB0378  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0378  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OB0378  HISTORY     - 1963     SEE DESCRIPTION  CGS
 OB0378  HISTORY     - 20040531 GOOD             USPSQD
 OB0378
 OB0378                          STATION DESCRIPTION
 OB0378
 OB0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OB0378'THE STATION HAS NOT BEEN PREVIOUSLY DESCRIBED.
 OB0378'
 OB0378'ON MONHEGAN ISLAND AT ABOUT THE CENTER OF THE ISLAND.  THE
 OB0378'STATION HAS NOT CHANGED SINCE ITS RECONSTRUCTION IN 1850.  IT IS
 OB0378'A GRAY CONICAL TOWER, WITH A COVERED WAY TO A WHITE DWELLING.
 OB0378
 OB0378                          STATION RECOVERY (1934)
 OB0378
 OB0378'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0378'THERE HAS BEEN NO CHANGE IN THE POSITION OF THE LIGHT SINCE 1859,
 OB0378'ACCORDING TO MR. WOODWARD, KEEPER.
 OB0378
 OB0378                          STATION RECOVERY (1953)
 OB0378
 OB0378'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (PT)
 OB0378'STATION WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION BY
 OB0378'C.M.D. IN 1933 IS ADEQUATE AND COMPLETE WITH THE FOLLOWING
 OB0378'ADDITION--THE LIGHT IS 47 FT. ABOVE GROUND.
 OB0378
 OB0378                          STATION RECOVERY (1963)
 OB0378
 OB0378'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (GAM)
 OB0378'THE STATION WAS RECOVERED AS DESCRIBED.
 OB0378'
 OB0378'THE STATION IS MANNED BY U.S. COAST GUARD PERSONAL QUARTERED
 OB0378'AT THE COAST GUARD STATION ON MANANA ISLAND.
 OB0378
 OB0378                          STATION RECOVERY (2004)
 OB0378
 OB0378'RECOVERY NOTE BY US POWER SQUADRON 2004 (LM)
 OB0378'RECOVERED AS DESCRIBED. ALSO FOUND A STANDARD DISK IN GRANITE LEDGE
 OB0378'APROXIMATELY 80 FT SW OF LIGHT MARKED MON 1961
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0721 ***********************************************************************
 RE0721  DESIGNATION -  MONTICELLO GSC
 RE0721  PID         -  RE0721
 RE0721  STATE/COUNTY-  ME/AROOSTOOK
 RE0721  USGS QUAD   -  MONTICELLO (1984)
 RE0721
 RE0721                         *CURRENT SURVEY CONTROL
 RE0721  ___________________________________________________________________
 RE0721* NAD 83(1996)-  46 20 33.72241(N)    067 51 35.06446(W)     ADJUSTED  
 RE0721* NAVD 88     -       216.7    (meters)     711.     (feet)  VERTCON   
 RE0721  ___________________________________________________________________
 RE0721  LAPLACE CORR-           3.16  (seconds)                    DEFLEC99
 RE0721  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 RE0721
 RE0721  HORZ ORDER  -  SECOND
 RE0721
 RE0721.The horizontal coordinates were established by classical geodetic methods
 RE0721.and adjusted by the National Geodetic Survey in March 1998..
 RE0721
 RE0721.The NAVD 88 height was computed by applying the VERTCON shift value to
 RE0721.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RE0721
 RE0721.The Laplace correction was computed from DEFLEC99 derived deflections.
 RE0721
 RE0721.The geoid height was determined by GEOID03.
 RE0721
 RE0721;                    North         East     Units Scale Factor Converg.
 RE0721;SPC ME E     -   297,562.154   349,284.580   MT  0.99992985   +0 27 47.6
 RE0721;UTM  19      - 5,132,756.767   587,746.016   MT  0.99969464   +0 49 30.0
 RE0721
 RE0721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RE0721!SPC ME E     -   0.99996971  x   0.99992985  =   0.99989956
 RE0721!UTM  19      -   0.99996971  x   0.99969464  =   0.99966436
 RE0721
 RE0721:                Primary Azimuth Mark                     Grid Az
 RE0721:SPC ME E     -  BLAINE                                   334 21 08.4
 RE0721:UTM  19      -  BLAINE                                   333 59 26.0
 RE0721
 RE0721|---------------------------------------------------------------------|
 RE0721| PID    Reference Object                     Distance      Geod. Az  |
 RE0721|                                                           dddmmss.s |
 RE0721| RE0722 BLAINE                              APPROX.16.0 KM 3344856.0 |
 RE0721|---------------------------------------------------------------------|
 RE0721
 RE0721                          SUPERSEDED SURVEY CONTROL
 RE0721
 RE0721  NAD 83(1992)-  46 20 33.71882(N)    067 51 35.06163(W) AD(       ) 2
 RE0721  NAD 83(1986)-  46 20 33.71747(N)    067 51 35.07647(W) AD(       ) 2
 RE0721  NAD 27      -  46 20 33.55500(N)    067 51 37.00100(W) AD(       ) 2
 RE0721  NGVD 29 (07/19/86)  216.9    (m)          712.     (f) VERT ANG       
 RE0721
 RE0721.Superseded values are not recommended for survey control.
 RE0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0721.See file dsdata.txt to determine how the superseded data were derived.
 RE0721
 RE0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM8774632757(NAD 83)
 RE0721_MARKER: DD = SURVEY DISK
 RE0721_SETTING: 66 = SET IN ROCK OUTCROP
 RE0721_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 RE0721_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RE0721+STABILITY: POSITION/ELEVATION WELL
 RE0721
 RE0721  HISTORY     - Date     Condition        Report By
 RE0721  HISTORY     - 1916     MONUMENTED       GSC
 RE0721
 RE0721                          STATION DESCRIPTION
 RE0721
 RE0721'DESCRIBED BY GEODETIC SURVEY OF CANADA 1916 (JLR)
 RE0721'IN MONTICELLO TOWNSHIP LOT 104, ON LAND OWNED BY IVAN HOGAN.  THE
 RE0721'STATION LIES ON TOP OF A HILL ABOUT 600 FEET EAST OF HIS HOUSE.  IT
 RE0721'IS ON THE HIGHEST GROUND IN A CULTIVATED FIELD.
 RE0721'
 RE0721'STATION MARK--BRONZE DISK CEMENTED IN A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0449 ***********************************************************************
 OB0449  DESIGNATION -  MONTSEAG
 OB0449  PID         -  OB0449
 OB0449  STATE/COUNTY-  ME/LINCOLN
 OB0449  USGS QUAD   -  WESTPORT (1970)
 OB0449
 OB0449                         *CURRENT SURVEY CONTROL
 OB0449  ___________________________________________________________________
 OB0449* NAD 83(1996)-  43 53 26.69882(N)    069 43 43.56975(W)     ADJUSTED  
 OB0449* NAVD 88     -                                                        
 OB0449  ___________________________________________________________________
 OB0449  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 OB0449  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 OB0449
 OB0449  HORZ ORDER  -  THIRD
 OB0449
 OB0449.The horizontal coordinates were established by classical geodetic methods
 OB0449.and adjusted by the National Geodetic Survey in March 1998..
 OB0449
 OB0449
 OB0449.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0449
 OB0449.The geoid height was determined by GEOID03.
 OB0449
 OB0449;                    North         East     Units Scale Factor Converg.
 OB0449;SPC ME W     -   117,568.040   935,185.299   MT  0.99998189   +0 18 12.9
 OB0449;UTM  19      - 4,859,996.860   441,464.393   MT  0.99964214   -0 30 18.9
 OB0449
 OB0449                          SUPERSEDED SURVEY CONTROL
 OB0449
 OB0449  NAD 83(1992)-  43 53 26.69661(N)    069 43 43.56826(W) AD(       ) 4
 OB0449  NAD 83(1986)-  43 53 26.70190(N)    069 43 43.57382(W) AD(       ) 4
 OB0449  NAD 27      -  43 53 26.44000(N)    069 43 45.39000(W) AD(       ) 3
 OB0449
 OB0449.Superseded values are not recommended for survey control.
 OB0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0449.See file dsdata.txt to determine how the superseded data were derived.
 OB0449
 OB0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ4146459997(NAD 83)
 OB0449
 OB0449  HISTORY     - Date     Condition        Report By
 OB0449  HISTORY     - 1855     MONUMENTED       COASUR
 OB0449  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0449
 OB0449                          STATION DESCRIPTION
 OB0449
 OB0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (HOF)
 OB0449'A SEARCH WAS MADE AND TWO PROMINENT GRANITE LEDGES WERE FOUND
 OB0449'COVERED WITH MOSS AND JUNIPERS, BUT NO MARK WAS FOUND.  PLANE
 OB0449'TABLE AND AIR COMPILATION METHODS MIGHT LOCATE THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF1030 ***********************************************************************
 SF1030  DESIGNATION -  MONUMENT 178 IBC
 SF1030  PID         -  SF1030
 SF1030  STATE/COUNTY-  ME/AROOSTOOK
 SF1030  USGS QUAD   -  ESTCOURT (1987)
 SF1030
 SF1030                         *CURRENT SURVEY CONTROL
 SF1030  ___________________________________________________________________
 SF1030* NAD 83(1996)-  47 27 34.46550(N)    069 13 29.04116(W)     ADJUSTED  
 SF1030* NAVD 88     -       213.     (meters)     699.     (feet)  SCALED    
 SF1030  ___________________________________________________________________
 SF1030  LAPLACE CORR-           4.30  (seconds)                    DEFLEC99
 SF1030  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 SF1030
 SF1030  HORZ ORDER  -  THIRD
 SF1030
 SF1030.The horizontal coordinates were established by classical geodetic methods
 SF1030.and adjusted by the National Geodetic Survey in March 1998..
 SF1030
 SF1030.The orthometric height was scaled from a topographic map.
 SF1030
 SF1030.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF1030
 SF1030.The geoid height was determined by GEOID03.
 SF1030
 SF1030;                    North         East     Units Scale Factor Converg.
 SF1030;SPC ME E     -   421,766.698   245,359.666   MT  0.99993668   -0 32 02.4
 SF1030;UTM  19      - 5,256,261.408   483,061.553   MT  0.99960353   -0 09 56.1
 SF1030
 SF1030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF1030!SPC ME E     -   0.99997066  x   0.99993668  =   0.99990734
 SF1030!UTM  19      -   0.99997066  x   0.99960353  =   0.99957420
 SF1030
 SF1030                          SUPERSEDED SURVEY CONTROL
 SF1030
 SF1030  NAD 83(1992)-  47 27 34.43794(N)    069 13 29.04080(W) AD(       ) 3
 SF1030  NAD 83(1986)-  47 27 34.44470(N)    069 13 29.03761(W) AD(       ) 3
 SF1030  NAD 27      -  47 27 34.36100(N)    069 13 30.89400(W) AD(       ) 3
 SF1030
 SF1030.Superseded values are not recommended for survey control.
 SF1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF1030.See file dsdata.txt to determine how the superseded data were derived.
 SF1030
 SF1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN8306256261(NAD 83)
 SF1030_MARKER: Z = SEE DESCRIPTION
 SF1030_SETTING: 0 = UNSPECIFIED SETTING
 SF1030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF1030
 SF1030  HISTORY     - Date     Condition        Report By
 SF1030  HISTORY     - 1911     MONUMENTED       IBC
 SF1030  HISTORY     - 1939     POOR             IBC
 SF1030  HISTORY     - 1960     POOR             IBC
 SF1030
 SF1030                          STATION DESCRIPTION
 SF1030
 SF1030'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF1030'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF1030'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF1030'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF1030'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF1030'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF1030'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF1030'THE POST.
 SF1030
 SF1030                          STATION RECOVERY (1939)
 SF1030
 SF1030'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1939 (DFC)
 SF1030'FOUND WITH SIDES OF BASE (ABOVE GROUND) DISINTEGRATED AND WITH CRACKS
 SF1030'IN TOP SURFACE OF BASE, BUT WITH POST PLUMB AND FIRMLY SET.  THIS
 SF1030'RIVER BOUNDARY AND THE---SOUTHWEST LINE---.  IT IS ONE OF THE
 SF1030'LARGEST MONUMENTS, A CAST - IRON POST EXTENDING 5 - 1/2 FEET ABOVE
 SF1030'THE CONCRETE BASE WHICH IS 5 FEET SQUARE AND 3 FEET HIGH.  REPAIRS
 SF1030'CONSISTED OF THE REMOVAL OF ALL DISINTEGRATED CONCRETE AND THE
 SF1030'RECONSTRUCTION OF THE TOP AND SIDES OF THE BASE WITH NEW MATERIAL.
 SF1030
 SF1030                          STATION RECOVERY (1960)
 SF1030
 SF1030'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1960 (NWS)
 SF1030'SPECIAL TYPE OF LARGE CAST IRON POST IN CONCRETE BASE.  NEW CONCRETE
 SF1030'CAP ON BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF1031 ***********************************************************************
 SF1031  DESIGNATION -  MONUMENT 179 IBC
 SF1031  PID         -  SF1031
 SF1031  STATE/COUNTY-  ME/AROOSTOOK
 SF1031  USGS QUAD   -  ESTCOURT (1987)
 SF1031
 SF1031                         *CURRENT SURVEY CONTROL
 SF1031  ___________________________________________________________________
 SF1031* NAD 83(1996)-  47 27 32.04039(N)    069 13 31.53733(W)     ADJUSTED  
 SF1031* NAVD 88     -       198.     (meters)     650.     (feet)  SCALED    
 SF1031  ___________________________________________________________________
 SF1031  LAPLACE CORR-           4.23  (seconds)                    DEFLEC99
 SF1031  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 SF1031
 SF1031  HORZ ORDER  -  THIRD
 SF1031
 SF1031.The horizontal coordinates were established by classical geodetic methods
 SF1031.and adjusted by the National Geodetic Survey in March 1998..
 SF1031
 SF1031.The orthometric height was scaled from a topographic map.
 SF1031
 SF1031.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF1031
 SF1031.The geoid height was determined by GEOID03.
 SF1031
 SF1031;                    North         East     Units Scale Factor Converg.
 SF1031;SPC ME E     -   421,692.298   245,306.691   MT  0.99993675   -0 32 04.2
 SF1031;UTM  19      - 5,256,186.694   483,009.075   MT  0.99960355   -0 09 57.9
 SF1031
 SF1031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF1031!SPC ME E     -   0.99997301  x   0.99993675  =   0.99990977
 SF1031!UTM  19      -   0.99997301  x   0.99960355  =   0.99957657
 SF1031
 SF1031                          SUPERSEDED SURVEY CONTROL
 SF1031
 SF1031  NAD 83(1992)-  47 27 32.01286(N)    069 13 31.53703(W) AD(       ) 3
 SF1031  NAD 83(1986)-  47 27 32.01963(N)    069 13 31.53381(W) AD(       ) 3
 SF1031  NAD 27      -  47 27 31.93400(N)    069 13 33.39000(W) AD(       ) 3
 SF1031
 SF1031.Superseded values are not recommended for survey control.
 SF1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF1031.See file dsdata.txt to determine how the superseded data were derived.
 SF1031
 SF1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN8300956187(NAD 83)
 SF1031_MARKER: Z = SEE DESCRIPTION
 SF1031_SETTING: 0 = UNSPECIFIED SETTING
 SF1031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF1031
 SF1031  HISTORY     - Date     Condition        Report By
 SF1031  HISTORY     - 1910     MONUMENTED       IBC
 SF1031  HISTORY     - 1928     POOR             IBC
 SF1031  HISTORY     - 1960     POOR             IBC
 SF1031
 SF1031                          STATION DESCRIPTION
 SF1031
 SF1031'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (BF)
 SF1031'THE STATION MARK IS A SMALL CONCRETE OR GRANITE MONUMENT CONSISTING
 SF1031'OF AN 8 - 18 INCH TALL OBELISK PROJECTING ABOVE A SQUARE CONCRETE
 SF1031'BLOCK.  ---CANADA,--- ---U.S.--- ---TREATY 1842---AND THE NUMBER OF
 SF1031'THE MONUMENT AND THE YEAR IT WAS MONUMENTED ARE INSCRIBED ON THE
 SF1031'SIDES OF THE CONCRETE BLOCK.
 SF1031
 SF1031                          STATION RECOVERY (1928)
 SF1031
 SF1031'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1928 (JH)
 SF1031'DAMAGE, CONCRETE BASE BROKEN.  REPAIRS, BASE RESTORED BY BONDING NEW
 SF1031'CONCRETE TO OLD BASE.
 SF1031
 SF1031                          STATION RECOVERY (1960)
 SF1031
 SF1031'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1960 (NWS)
 SF1031'CAST IRON POST IN CONCRETE BASE.  NEW CONCRETE CAP ON BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF1034 ***********************************************************************
 SF1034  DESIGNATION -  MONUMENT 180 A IBC
 SF1034  PID         -  SF1034
 SF1034  STATE/COUNTY-  ME/AROOSTOOK
 SF1034  USGS QUAD   -  ESTCOURT (1987)
 SF1034
 SF1034                         *CURRENT SURVEY CONTROL
 SF1034  ___________________________________________________________________
 SF1034* NAD 83(1996)-  47 27 25.83787(N)    069 13 37.92019(W)     ADJUSTED  
 SF1034* NAVD 88     -       213.     (meters)     699.     (feet)  SCALED    
 SF1034  ___________________________________________________________________
 SF1034  LAPLACE CORR-           3.90  (seconds)                    DEFLEC99
 SF1034  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 SF1034
 SF1034  HORZ ORDER  -  THIRD
 SF1034
 SF1034.The horizontal coordinates were established by classical geodetic methods
 SF1034.and adjusted by the National Geodetic Survey in March 1998..
 SF1034
 SF1034.The orthometric height was scaled from a topographic map.
 SF1034
 SF1034.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF1034
 SF1034.The geoid height was determined by GEOID03.
 SF1034
 SF1034;                    North         East     Units Scale Factor Converg.
 SF1034;SPC ME E     -   421,502.013   245,171.225   MT  0.99993693   -0 32 08.9
 SF1034;UTM  19      - 5,255,995.606   482,874.880   MT  0.99960360   -0 10 02.6
 SF1034
 SF1034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF1034!SPC ME E     -   0.99997066  x   0.99993693  =   0.99990759
 SF1034!UTM  19      -   0.99997066  x   0.99960360  =   0.99957427
 SF1034
 SF1034|---------------------------------------------------------------------|
 SF1034| PID    Reference Object                     Distance      Geod. Az  |
 SF1034|                                                           dddmmss.s |
 SF1034| SF1033 MONUMENT 180 IBC                    141.705 METERS 03455     |
 SF1034| SF1031 MONUMENT 179 IBC                    233.595 METERS 03455     |
 SF1034| SF1030 MONUMENT 178 IBC                    324.933 METERS 03455     |
 SF1034| SF0870 MONUMENT 181 IBC                    466.746 METERS 2145443.1 |
 SF1034|---------------------------------------------------------------------|
 SF1034
 SF1034                          SUPERSEDED SURVEY CONTROL
 SF1034
 SF1034  NAD 83(1992)-  47 27 25.81042(N)    069 13 37.91997(W) AD(       ) 3
 SF1034  NAD 83(1986)-  47 27 25.81722(N)    069 13 37.91668(W) AD(       ) 3
 SF1034  NAD 27      -  47 27 25.73100(N)    069 13 39.77300(W) AD(       ) 3
 SF1034
 SF1034.Superseded values are not recommended for survey control.
 SF1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF1034.See file dsdata.txt to determine how the superseded data were derived.
 SF1034
 SF1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN8287555996(NAD 83)
 SF1034_MARKER: Z = SEE DESCRIPTION
 SF1034_SETTING: 0 = UNSPECIFIED SETTING
 SF1034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF1034
 SF1034  HISTORY     - Date     Condition        Report By
 SF1034  HISTORY     - 1910     MONUMENTED       IBC
 SF1034
 SF1034                          STATION DESCRIPTION
 SF1034
 SF1034'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (BF)
 SF1034'THE STATION MARK IS A SMALL CONCRETE OR GRANITE MONUMENT CONSISTING
 SF1034'OF AN 8 - 18 INCH TALL OBELISK PROJECTING ABOVE A SQUARE CONCRETE
 SF1034'BLOCK.  ---CANADA,--- ---U.S.--- ---TREATY 1842---AND THE NUMBER OF
 SF1034'THE MONUMENT AND THE YEAR IT WAS MONUMENTED ARE INSCRIBED ON THE
 SF1034'SIDES OF THE CONCRETE BLOCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF1033 ***********************************************************************
 SF1033  DESIGNATION -  MONUMENT 180 IBC
 SF1033  PID         -  SF1033
 SF1033  STATE/COUNTY-  ME/AROOSTOOK
 SF1033  USGS QUAD   -  ESTCOURT (1987)
 SF1033
 SF1033                         *CURRENT SURVEY CONTROL
 SF1033  ___________________________________________________________________
 SF1033* NAD 83(1996)-  47 27 29.60055(N)    069 13 34.04828(W)     ADJUSTED  
 SF1033* NAVD 88     -       213.     (meters)     699.     (feet)  SCALED    
 SF1033  ___________________________________________________________________
 SF1033  LAPLACE CORR-           3.98  (seconds)                    DEFLEC99
 SF1033  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 SF1033
 SF1033  HORZ ORDER  -  THIRD
 SF1033
 SF1033.The horizontal coordinates were established by classical geodetic methods
 SF1033.and adjusted by the National Geodetic Survey in March 1998..
 SF1033
 SF1033.The orthometric height was scaled from a topographic map.
 SF1033
 SF1033.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF1033
 SF1033.The geoid height was determined by GEOID03.
 SF1033
 SF1033;                    North         East     Units Scale Factor Converg.
 SF1033;SPC ME E     -   421,617.446   245,253.401   MT  0.99993682   -0 32 06.0
 SF1033;UTM  19      - 5,256,111.527   482,956.285   MT  0.99960357   -0 09 59.8
 SF1033
 SF1033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF1033!SPC ME E     -   0.99997066  x   0.99993682  =   0.99990748
 SF1033!UTM  19      -   0.99997066  x   0.99960357  =   0.99957424
 SF1033
 SF1033                          SUPERSEDED SURVEY CONTROL
 SF1033
 SF1033  NAD 83(1992)-  47 27 29.57301(N)    069 13 34.04804(W) AD(       ) 3
 SF1033  NAD 83(1986)-  47 27 29.57981(N)    069 13 34.04479(W) AD(       ) 3
 SF1033  NAD 27      -  47 27 29.49400(N)    069 13 35.90100(W) AD(       ) 3
 SF1033
 SF1033.Superseded values are not recommended for survey control.
 SF1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF1033.See file dsdata.txt to determine how the superseded data were derived.
 SF1033
 SF1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN8295656112(NAD 83)
 SF1033_MARKER: Z = SEE DESCRIPTION
 SF1033_SETTING: 0 = UNSPECIFIED SETTING
 SF1033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF1033
 SF1033  HISTORY     - Date     Condition        Report By
 SF1033  HISTORY     - 1910     MONUMENTED       IBC
 SF1033
 SF1033                          STATION DESCRIPTION
 SF1033
 SF1033'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (BF)
 SF1033'THE STATION MARK IS A SMALL CONCRETE OR GRANITE MONUMENT CONSISTING
 SF1033'OF AN 8 - 18 INCH TALL OBELISK PROJECTING ABOVE A SQUARE CONCRETE
 SF1033'BLOCK.  ---CANADA,--- ---U.S.--- ---TREATY 1842---AND THE NUMBER OF
 SF1033'THE MONUMENT AND THE YEAR IT WAS MONUMENTED ARE INSCRIBED ON THE
 SF1033'SIDES OF THE CONCRETE BLOCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0870 ***********************************************************************
 SF0870  DESIGNATION -  MONUMENT 181 IBC
 SF0870  PID         -  SF0870
 SF0870  STATE/COUNTY-  ME/AROOSTOOK
 SF0870  USGS QUAD   -  ESTCOURT (1987)
 SF0870
 SF0870                         *CURRENT SURVEY CONTROL
 SF0870  ___________________________________________________________________
 SF0870* NAD 83(1996)-  47 27 13.44432(N)    069 13 50.67262(W)     ADJUSTED  
 SF0870* NAVD 88     -       213.     (meters)     699.     (feet)  SCALED    
 SF0870  ___________________________________________________________________
 SF0870  LAPLACE CORR-           3.64  (seconds)                    DEFLEC99
 SF0870  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 SF0870
 SF0870  HORZ ORDER  -  THIRD
 SF0870
 SF0870.The horizontal coordinates were established by classical geodetic methods
 SF0870.and adjusted by the National Geodetic Survey in March 1998..
 SF0870
 SF0870.The orthometric height was scaled from a topographic map.
 SF0870
 SF0870.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0870
 SF0870.The geoid height was determined by GEOID03.
 SF0870
 SF0870;                    North         East     Units Scale Factor Converg.
 SF0870;SPC ME E     -   421,121.804   244,900.547   MT  0.99993730   -0 32 18.1
 SF0870;UTM  19      - 5,255,613.792   482,606.742   MT  0.99960372   -0 10 12.0
 SF0870
 SF0870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0870!SPC ME E     -   0.99997066  x   0.99993730  =   0.99990797
 SF0870!UTM  19      -   0.99997066  x   0.99960372  =   0.99957440
 SF0870
 SF0870:                Primary Azimuth Mark                     Grid Az
 SF0870:SPC ME E     -  MONUMENT 180 A IBC                       035 26 51.8
 SF0870:UTM  19      -  MONUMENT 180 A IBC                       035 04 45.7
 SF0870
 SF0870|---------------------------------------------------------------------|
 SF0870| PID    Reference Object                     Distance      Geod. Az  |
 SF0870|                                                           dddmmss.s |
 SF0870| SF1034 MONUMENT 180 A IBC                  466.746 METERS 0345433.7 |
 SF0870| SF1028 REF MON C176 IBC                    APPROX. 1.3 KM 0345430.0 |
 SF0870|---------------------------------------------------------------------|
 SF0870
 SF0870                          SUPERSEDED SURVEY CONTROL
 SF0870
 SF0870  NAD 83(1992)-  47 27 13.41683(N)    069 13 50.67278(W) AD(       ) 3
 SF0870  NAD 83(1986)-  47 27 13.42375(N)    069 13 50.66930(W) AD(       ) 3
 SF0870  NAD 27      -  47 27 13.33700(N)    069 13 52.52500(W) AD(       ) 3
 SF0870
 SF0870.Superseded values are not recommended for survey control.
 SF0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0870.See file dsdata.txt to determine how the superseded data were derived.
 SF0870
 SF0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN8260755614(NAD 83)
 SF0870_MARKER: Z = SEE DESCRIPTION
 SF0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF0870_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF0870+STABILITY: SURFACE MOTION
 SF0870
 SF0870  HISTORY     - Date     Condition        Report By
 SF0870  HISTORY     - 1845     MONUMENTED       IBC
 SF0870  HISTORY     - 1910     GOOD             IBC
 SF0870  HISTORY     - 1928     POOR             IBC
 SF0870  HISTORY     - 1976     GOOD             IBC
 SF0870
 SF0870                          STATION DESCRIPTION
 SF0870
 SF0870'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 SF0870'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 SF0870'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 SF0870'CONCRETE BASE.  THE NUMBER OF THE
 SF0870'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 SF0870'INSCRIBED IN THE CONCRETE BASE.
 SF0870
 SF0870                          STATION RECOVERY (1910)
 SF0870
 SF0870'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1910 (BF)
 SF0870'THE STATION MARK IS A SMALL CONCRETE OR GRANITE MONUMENT CONSISTING
 SF0870'OF AN 8 - 18 INCH TALL OBELISK PROJECTING ABOVE A SQUARE CONCRETE
 SF0870'BLOCK.  ---CANADA,--- ---U.S.--- ---TREATY 1842---AND THE NUMBER OF
 SF0870'THE MONUMENT AND THE YEAR IT WAS MONUMENTED ARE INSCRIBED ON THE
 SF0870'SIDES OF THE CONCRETE BLOCK.
 SF0870
 SF0870                          STATION RECOVERY (1928)
 SF0870
 SF0870'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1928 (JH)
 SF0870'DAMAGE, CONCRETE BASE BROKEN.  REPAIRS, BASE RESTORED BY BONDING NEW
 SF0870'CONCRETE TO OLD BASE.
 SF0870
 SF0870                          STATION RECOVERY (1976)
 SF0870
 SF0870'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1976
 SF0870'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF1069 ***********************************************************************
 SF1069  DESIGNATION -  MONUMENT 187 IBC
 SF1069  PID         -  SF1069
 SF1069  STATE/COUNTY-  ME/AROOSTOOK
 SF1069  USGS QUAD   -  SAINT ELEUTHERE (1987)
 SF1069
 SF1069                         *CURRENT SURVEY CONTROL
 SF1069  ___________________________________________________________________
 SF1069* NAD 83(1996)-  47 23 27.63680(N)    069 17 42.63498(W)     ADJUSTED  
 SF1069* NAVD 88     -       560.     (meters)    1837.     (feet)  SCALED    
 SF1069  ___________________________________________________________________
 SF1069  LAPLACE CORR-           3.58  (seconds)                    DEFLEC99
 SF1069  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 SF1069
 SF1069  HORZ ORDER  -  THIRD
 SF1069
 SF1069.The horizontal coordinates were established by classical geodetic methods
 SF1069.and adjusted by the National Geodetic Survey in March 1998..
 SF1069
 SF1069.The orthometric height was scaled from a topographic map.
 SF1069
 SF1069.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF1069
 SF1069.The geoid height was determined by GEOID03.
 SF1069
 SF1069;                    North         East     Units Scale Factor Converg.
 SF1069;SPC ME E     -   414,196.592   239,970.856   MT  0.99994427   -0 35 06.9
 SF1069;UTM  19      - 5,248,659.381   477,723.295   MT  0.99960610   -0 13 02.1
 SF1069
 SF1069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF1069!SPC ME E     -   0.99991628  x   0.99994427  =   0.99986055
 SF1069!UTM  19      -   0.99991628  x   0.99960610  =   0.99952241
 SF1069
 SF1069:                Primary Azimuth Mark                     Grid Az
 SF1069:SPC ME E     -  MON 186 IBC                              035 26 39.2
 SF1069:UTM  19      -  MON 186 IBC                              035 04 34.4
 SF1069
 SF1069|---------------------------------------------------------------------|
 SF1069| PID    Reference Object                     Distance      Geod. Az  |
 SF1069|                                                           dddmmss.s |
 SF1069| SF1068 MON 186 IBC                         449.616 METERS 0345132.3 |
 SF1069| SF1062 BOUNDARY MON 189=FRONTIER           APPROX. 1.8 KM 2145135.5 |
 SF1069|---------------------------------------------------------------------|
 SF1069
 SF1069                          SUPERSEDED SURVEY CONTROL
 SF1069
 SF1069  NAD 83(1992)-  47 23 27.61526(N)    069 17 42.63670(W) AD(       ) 3
 SF1069  NAD 83(1986)-  47 23 27.62132(N)    069 17 42.63245(W) AD(       ) 3
 SF1069  NAD 27      -  47 23 27.54000(N)    069 17 44.47700(W) AD(       ) 3
 SF1069
 SF1069.Superseded values are not recommended for survey control.
 SF1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF1069.See file dsdata.txt to determine how the superseded data were derived.
 SF1069
 SF1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN7772348659(NAD 83)
 SF1069_MARKER: Z = SEE DESCRIPTION
 SF1069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF1069_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF1069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF1069+STABILITY: SURFACE MOTION
 SF1069
 SF1069  HISTORY     - Date     Condition        Report By
 SF1069  HISTORY     - 1845     MONUMENTED       IBC
 SF1069  HISTORY     - 1910     GOOD             IBC
 SF1069  HISTORY     - 1976     GOOD             IBC
 SF1069
 SF1069                          STATION DESCRIPTION
 SF1069
 SF1069'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 SF1069'THE MONUMENT IS A CAST - IRON POST 6 FEET LONG AND SET IN A CONCRETE
 SF1069'BASE THAT IS THREE FEET SQUARE.  THE POST PROJECTS 3 FEET ABOVE THE
 SF1069'CONCRETE BASE.  THE NUMBER OF THE
 SF1069'MONUMENT,---U.S.---,---CANADA---,---RENEWED---AND---TREATY 1842---ARE
 SF1069'INSCRIBED IN THE CONCRETE BASE.
 SF1069
 SF1069                          STATION RECOVERY (1910)
 SF1069
 SF1069'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1910
 SF1069'THE STATION MARK IS A SMALL CONCRETE OR GRANITE MONUMENT CONSISTING OF
 SF1069'AN 8 - 18 INCH TALL OBELISK PROJECTING ABOVE A SQUARE CONCRETE BLOCK.
 SF1069'---CANADA,--- ---U.S.--- ---TREATY 1842---AND THE NUMBER OF THE
 SF1069'MONUMENT AND THE YEAR IT WAS MONUMENTED ARE INSCRIBED ON THE SIDES OF
 SF1069'THE CONCRETE BLOCK.
 SF1069
 SF1069                          STATION RECOVERY (1976)
 SF1069
 SF1069'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1976
 SF1069'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1770 ***********************************************************************
 QF1770  DESIGNATION -  MONUMENT 1A IBC
 QF1770  PID         -  QF1770
 QF1770  STATE/COUNTY-  ME/AROOSTOOK
 QF1770  USGS QUAD   -  NORTH AMITY (1989)
 QF1770
 QF1770                         *CURRENT SURVEY CONTROL
 QF1770  ___________________________________________________________________
 QF1770* NAD 83(1996)-  45 56 56.27084(N)    067 46 52.45623(W)     ADJUSTED  
 QF1770* NAVD 88     -       168.     (meters)     551.     (feet)  SCALED    
 QF1770  ___________________________________________________________________
 QF1770  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 QF1770  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 QF1770
 QF1770  HORZ ORDER  -  THIRD
 QF1770
 QF1770.The horizontal coordinates were established by classical geodetic methods
 QF1770.and adjusted by the National Geodetic Survey in March 1998..
 QF1770
 QF1770.The orthometric height was scaled from a topographic map.
 QF1770
 QF1770.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1770
 QF1770.The geoid height was determined by GEOID03.
 QF1770
 QF1770;                    North         East     Units Scale Factor Converg.
 QF1770;SPC ME E     -   253,853.056   355,723.237   MT  0.99993816   +0 30 59.8
 QF1770;UTM  19      - 5,089,099.182   594,458.076   MT  0.99970969   +0 52 33.7
 QF1770
 QF1770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1770!SPC ME E     -   0.99997738  x   0.99993816  =   0.99991555
 QF1770!UTM  19      -   0.99997738  x   0.99970969  =   0.99968708
 QF1770
 QF1770                          SUPERSEDED SURVEY CONTROL
 QF1770
 QF1770  NAD 83(1992)-  45 56 56.26844(N)    067 46 52.45495(W) AD(       ) 3
 QF1770  NAD 83(1986)-  45 56 56.27439(N)    067 46 52.47677(W) AD(       ) 3
 QF1770  NAD 27      -  45 56 56.06800(N)    067 46 54.41800(W) AD(       ) 3
 QF1770
 QF1770.Superseded values are not recommended for survey control.
 QF1770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1770.See file dsdata.txt to determine how the superseded data were derived.
 QF1770
 QF1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9445889099(NAD 83)
 QF1770_MARKER: Z = SEE DESCRIPTION
 QF1770_SETTING: 0 = UNSPECIFIED SETTING
 QF1770_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QF1770
 QF1770  HISTORY     - Date     Condition        Report By
 QF1770  HISTORY     - 1908     MONUMENTED       IBC
 QF1770
 QF1770                          STATION DESCRIPTION
 QF1770
 QF1770'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (JBB)
 QF1770'MONUMENT A1 IS THE FIRST ONE OF THE GRANITE POST SET BY MESSRS,
 QF1770'BAYLOR AND RAINBOTH NORTH OF THE INTERNATIONAL MONUMENT AT THE HEAD
 QF1770'OF THE ST CROIX RIVER, AND IS ON NORTH SIDE OF ROAD AT CORNER OF
 QF1770'FENCE LINE WHICH SEPARATES THE LAND ON THE AMERICAN SIDE OF THE BORDER
 QF1770'FROM THAT ON THE CANADIAN SIDE.  THE POST IS ON THE NORTH SIDE OF THE
 QF1770'CORNER.  THE ROAD HERE REFERRED TO, IS THE INTERNATIONAL ROAD
 QF1770'RUNNING FROM THE MAIN ROAD BETWEEN DANFORTH AND HOULTON, MAINE,
 QF1770'INTERSECTING IT NEAR NORTH AMITY POST OFFICE.
 QF1770'
 QF1770'THE MONUMENT IS A DRESSED BLOCK OF GRANITE WHICH PROJECTS ABOUT 15
 QF1770'INCHES ABOVE A BASE OF CONCRETE, WHICH IS 3 FEET SQUARE ON TOP AND
 QF1770'PROTRUDES ABOUT 7 INCHES ABOVE THE GROUND.  THE BLOCK IS 10 INCHES
 QF1770'SQUARE AND 11 INCHES ABOVE WHERE IT EMERGES FROM THE CONCRETE, IT
 QF1770'FINISHES OFF IN A 4 SIDED PYRAMID RUNNING TO A POINT.
 QF1770'
 QF1770'THE LETTERS---U.S.---ARE CARVED IN THE W FACE OF THE GRANITE BLOCK
 QF1770'AND---CANADA---IS CARVED IN THE E FACE.
 QF1770'
 QF1770'THE SAME LETTERS APPEAR ON THE SMOOTH TOP OF THE CONCRETE---U.S.---ON
 QF1770'W SIDE AND---CANADA---ON THE E SIDE.  ON THE N SIDE OF THE CONCRETE
 QF1770'TOP ARE, ALSO, THE LETTERS---TREATY 1842---.
 QF1770'
 QF1770'THE STONE IS NOT EXACTLY VERTICAL, ITS TOP LEANING 0.10 FOOT TOWARDS
 QF1770'SOUTH.  THE POINT ON TOP OF THE PYRAMID WAS USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0700 ***********************************************************************
 RE0700  DESIGNATION -  MONUMENT 24B IBC
 RE0700  PID         -  RE0700
 RE0700  STATE/COUNTY-  ME/AROOSTOOK
 RE0700  USGS QUAD   -  HOULTON NORTH (1984)
 RE0700
 RE0700                         *CURRENT SURVEY CONTROL
 RE0700  ___________________________________________________________________
 RE0700* NAD 83(1996)-  46 13 00.48520(N)    067 46 53.93474(W)     ADJUSTED  
 RE0700* NAVD 88     -       132.7    (meters)     435.     (feet)  VERTCON   
 RE0700  ___________________________________________________________________
 RE0700  LAPLACE CORR-           3.01  (seconds)                    DEFLEC99
 RE0700  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 RE0700
 RE0700  HORZ ORDER  -  THIRD
 RE0700
 RE0700.The horizontal coordinates were established by classical geodetic methods
 RE0700.and adjusted by the National Geodetic Survey in March 1998..
 RE0700
 RE0700.The NAVD 88 height was computed by applying the VERTCON shift value to
 RE0700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RE0700
 RE0700.The Laplace correction was computed from DEFLEC99 derived deflections.
 RE0700
 RE0700.The geoid height was determined by GEOID03.
 RE0700
 RE0700;                    North         East     Units Scale Factor Converg.
 RE0700;SPC ME E     -   283,620.612   355,422.538   MT  0.99993775   +0 31 07.1
 RE0700;UTM  19      - 5,118,857.448   593,970.346   MT  0.99970855   +0 52 46.8
 RE0700
 RE0700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RE0700!SPC ME E     -   0.99998287  x   0.99993775  =   0.99992062
 RE0700!UTM  19      -   0.99998287  x   0.99970855  =   0.99969143
 RE0700
 RE0700:                Primary Azimuth Mark                     Grid Az
 RE0700:SPC ME E     -  WAKEFIELD GSC                            079 55 38.8
 RE0700:UTM  19      -  WAKEFIELD GSC                            079 33 59.1
 RE0700
 RE0700|---------------------------------------------------------------------|
 RE0700| PID    Reference Object                     Distance      Geod. Az  |
 RE0700|                                                           dddmmss.s |
 RE0700| RE0692 WAKEFIELD GSC                       APPROX. 5.0 KM 0802645.9 |
 RE0700|---------------------------------------------------------------------|
 RE0700
 RE0700                          SUPERSEDED SURVEY CONTROL
 RE0700
 RE0700  NAD 83(1992)-  46 13 00.48188(N)    067 46 53.93347(W) AD(       ) 3
 RE0700  NAD 83(1986)-  46 13 00.48258(N)    067 46 53.95379(W) AD(       ) 3
 RE0700  NAD 27      -  46 13 00.30000(N)    067 46 55.89300(W) AD(       ) 3
 RE0700  NGVD 29 (07/19/86)  132.9    (m)          436.     (f) VERT ANG       
 RE0700
 RE0700.Superseded values are not recommended for survey control.
 RE0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0700.See file dsdata.txt to determine how the superseded data were derived.
 RE0700
 RE0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM9397018857(NAD 83)
 RE0700_MARKER: Z = SEE DESCRIPTION
 RE0700_SETTING: 0 = UNSPECIFIED SETTING
 RE0700_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RE0700
 RE0700  HISTORY     - Date     Condition        Report By
 RE0700  HISTORY     - 1908     MONUMENTED       IBC
 RE0700
 RE0700                          STATION DESCRIPTION
 RE0700
 RE0700'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (GCR)
 RE0700'THIS MONUMENT WAS A GRANITE OR CONCRETE SPIKE, ABOUT 10 INCHES SQUARE,
 RE0700'SET IN AN APPROXIMATELY 3 FEET SQUARE CONCRETE BASE, WHOSE TOP IS
 RE0700'SLOPED DOWN FROM THE INTERSECTION WITH THE SPIKE.  THE NUMBER OF THE
 RE0700'MONUMENT WAS STAMPED ON THE TOP OF THE BASE.
 RE0700'
 RE0700'NO DESCRIPTION WAS WRITTEN FOR THIS MONUMENT AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0701 ***********************************************************************
 RE0701  DESIGNATION -  MONUMENT 26 IBC
 RE0701  PID         -  RE0701
 RE0701  STATE/COUNTY-  ME/AROOSTOOK
 RE0701  USGS QUAD   -  HOULTON NORTH (1984)
 RE0701
 RE0701                         *CURRENT SURVEY CONTROL
 RE0701  ___________________________________________________________________
 RE0701* NAD 83(1996)-  46 13 10.21361(N)    067 46 54.02827(W)     ADJUSTED  
 RE0701* NAVD 88     -       128.6    (meters)     422.     (feet)  VERTCON   
 RE0701  ___________________________________________________________________
 RE0701  LAPLACE CORR-           2.98  (seconds)                    DEFLEC99
 RE0701  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 RE0701
 RE0701  HORZ ORDER  -  THIRD
 RE0701
 RE0701.The horizontal coordinates were established by classical geodetic methods
 RE0701.and adjusted by the National Geodetic Survey in March 1998..
 RE0701
 RE0701.The NAVD 88 height was computed by applying the VERTCON shift value to
 RE0701.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RE0701
 RE0701.The Laplace correction was computed from DEFLEC99 derived deflections.
 RE0701
 RE0701.The geoid height was determined by GEOID03.
 RE0701
 RE0701;                    North         East     Units Scale Factor Converg.
 RE0701;SPC ME E     -   283,920.943   355,417.815   MT  0.99993774   +0 31 07.1
 RE0701;UTM  19      - 5,119,157.674   593,963.732   MT  0.99970853   +0 52 46.9
 RE0701
 RE0701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RE0701!SPC ME E     -   0.99998352  x   0.99993774  =   0.99992126
 RE0701!UTM  19      -   0.99998352  x   0.99970853  =   0.99969205
 RE0701
 RE0701:                Primary Azimuth Mark                     Grid Az
 RE0701:SPC ME E     -  PORTER GSC                               344 45 12.5
 RE0701:UTM  19      -  PORTER GSC                               344 23 32.7
 RE0701
 RE0701|---------------------------------------------------------------------|
 RE0701| PID    Reference Object                     Distance      Geod. Az  |
 RE0701|                                                           dddmmss.s |
 RE0701| RE0720 PORTER GSC                          APPROX.11.8 KM 3451619.6 |
 RE0701|---------------------------------------------------------------------|
 RE0701
 RE0701                          SUPERSEDED SURVEY CONTROL
 RE0701
 RE0701  NAD 83(1992)-  46 13 10.21032(N)    067 46 54.02672(W) AD(       ) 3
 RE0701  NAD 83(1986)-  46 13 10.21100(N)    067 46 54.04688(W) AD(       ) 3
 RE0701  NAD 27      -  46 13 10.02800(N)    067 46 55.98500(W) AD(       ) 3
 RE0701  NGVD 29 (07/19/86)  128.8    (m)          423.     (f) VERT ANG       
 RE0701
 RE0701.Superseded values are not recommended for survey control.
 RE0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0701.See file dsdata.txt to determine how the superseded data were derived.
 RE0701
 RE0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM9396419158(NAD 83)
 RE0701_MARKER: Z = SEE DESCRIPTION
 RE0701_SETTING: 0 = UNSPECIFIED SETTING
 RE0701_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RE0701
 RE0701  HISTORY     - Date     Condition        Report By
 RE0701  HISTORY     - 1908     MONUMENTED       IBC
 RE0701
 RE0701                          STATION DESCRIPTION
 RE0701
 RE0701'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (GCR)
 RE0701'THIS MONUMENT WAS ONE OF THE 1843 SURVEYS OBELISK SHAPED CAST - IRON
 RE0701'POST (OR A COPY OF ONE) SET SO THAT ABOUT 3 FEET OF IT PROJECTED
 RE0701'FROM THE TOP OF AN APPROXIMATELY 3 FEET SQUARE CONCRETE BASE, WHOSE
 RE0701'TOP SLOPED DOWN FROM THE INTERSECTION WITH THE POST.  THE NUMBER OF
 RE0701'THE MONUMENT WAS STAMPED ON THE TOP OF THE BASE.
 RE0701'
 RE0701'THIS MONUMENT WAS MOVED 87 FEET NORTH OF THE POSITION OF THE 1843
 RE0701'MONUMENT WITH THE SAME NUMBER.  NO DESCRIPTION WAS WRITTEN FOR THIS
 RE0701'MONUMENT AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0718 ***********************************************************************
 RE0718  DESIGNATION -  MONUMENT 35A IBC
 RE0718  PID         -  RE0718
 RE0718  STATE/COUNTY-  ME/AROOSTOOK
 RE0718  USGS QUAD   -  MONTICELLO (1984)
 RE0718
 RE0718                         *CURRENT SURVEY CONTROL
 RE0718  ___________________________________________________________________
 RE0718* NAD 83(1996)-  46 18 32.82099(N)    067 46 57.10979(W)     ADJUSTED  
 RE0718* NAVD 88     -       119.2    (meters)     391.     (feet)  VERTCON   
 RE0718  ___________________________________________________________________
 RE0718  LAPLACE CORR-           3.33  (seconds)                    DEFLEC99
 RE0718  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 RE0718
 RE0718  HORZ ORDER  -  THIRD
 RE0718
 RE0718.The horizontal coordinates were established by classical geodetic methods
 RE0718.and adjusted by the National Geodetic Survey in March 1998..
 RE0718
 RE0718.The NAVD 88 height was computed by applying the VERTCON shift value to
 RE0718.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RE0718
 RE0718.The Laplace correction was computed from DEFLEC99 derived deflections.
 RE0718
 RE0718.The geoid height was determined by GEOID03.
 RE0718
 RE0718;                    North         East     Units Scale Factor Converg.
 RE0718;SPC ME E     -   293,880.399   355,261.657   MT  0.99993753   +0 31 07.7
 RE0718;UTM  19      - 5,129,113.664   593,744.821   MT  0.99970803   +0 52 49.4
 RE0718
 RE0718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RE0718!SPC ME E     -   0.99998498  x   0.99993753  =   0.99992251
 RE0718!UTM  19      -   0.99998498  x   0.99970803  =   0.99969301
 RE0718
 RE0718:                Primary Azimuth Mark                     Grid Az
 RE0718:SPC ME E     -  LUNNON GSC                               195 11 30.1
 RE0718:UTM  19      -  LUNNON GSC                               194 49 48.4
 RE0718
 RE0718|---------------------------------------------------------------------|
 RE0718| PID    Reference Object                     Distance      Geod. Az  |
 RE0718|                                                           dddmmss.s |
 RE0718| RE0719 LUNNON GSC                          APPROX. 2.2 KM 1954237.8 |
 RE0718|---------------------------------------------------------------------|
 RE0718
 RE0718                          SUPERSEDED SURVEY CONTROL
 RE0718
 RE0718  NAD 83(1992)-  46 18 32.81733(N)    067 46 57.10761(W) AD(       ) 3
 RE0718  NAD 83(1986)-  46 18 32.81591(N)    067 46 57.12538(W) AD(       ) 3
 RE0718  NAD 27      -  46 18 32.64500(N)    067 46 59.05200(W) AD(       ) 3
 RE0718  NGVD 29 (07/19/86)  119.4    (m)          392.     (f) VERT ANG       
 RE0718
 RE0718.Superseded values are not recommended for survey control.
 RE0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0718.See file dsdata.txt to determine how the superseded data were derived.
 RE0718
 RE0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM9374529114(NAD 83)
 RE0718_MARKER: Z = SEE DESCRIPTION
 RE0718_SETTING: 0 = UNSPECIFIED SETTING
 RE0718_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RE0718
 RE0718  HISTORY     - Date     Condition        Report By
 RE0718  HISTORY     - 1908     MONUMENTED       IBC
 RE0718
 RE0718                          STATION DESCRIPTION
 RE0718
 RE0718'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (GCR)
 RE0718'THIS MONUMENT WAS A GRANITE OR CONCRETE SPIKE, ABOUT 10 INCHES SQUARE,
 RE0718'SET IN AN APPROXIMATELY 3 FEET SQUARE CONCRETE BASE, WHOSE TOP SLOPED
 RE0718'DOWN FROM THE INTERSECTION WITH THE SPIKE.  THE NUMBER OF THE MONUMENT
 RE0718'WAS STAMPED ON TOP OF THE BASE.
 RE0718'
 RE0718'NO DESCRIPTION WAS WRITTEN FOR THIS MONUMENT AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0717 ***********************************************************************
 RE0717  DESIGNATION -  MONUMENT 44 IBC
 RE0717  PID         -  RE0717
 RE0717  STATE/COUNTY-  ME/AROOSTOOK
 RE0717  USGS QUAD   -  BRIDGEWATER (1984)
 RE0717
 RE0717                         *CURRENT SURVEY CONTROL
 RE0717  ___________________________________________________________________
 RE0717* NAD 83(1996)-  46 25 04.68750(N)    067 47 03.05672(W)     ADJUSTED  
 RE0717* NAVD 88     -       192.9    (meters)     633.     (feet)  VERTCON   
 RE0717  ___________________________________________________________________
 RE0717  LAPLACE CORR-           3.37  (seconds)                    DEFLEC99
 RE0717  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 RE0717
 RE0717  HORZ ORDER  -  SECOND
 RE0717
 RE0717.The horizontal coordinates were established by classical geodetic methods
 RE0717.and adjusted by the National Geodetic Survey in March 1998..
 RE0717
 RE0717.The NAVD 88 height was computed by applying the VERTCON shift value to
 RE0717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RE0717
 RE0717.The Laplace correction was computed from DEFLEC99 derived deflections.
 RE0717
 RE0717.The geoid height was determined by GEOID03.
 RE0717
 RE0717;                    North         East     Units Scale Factor Converg.
 RE0717;SPC ME E     -   305,977.790   355,025.022   MT  0.99993721   +0 31 06.8
 RE0717;UTM  19      - 5,141,206.540   593,431.848   MT  0.99970730   +0 52 50.8
 RE0717
 RE0717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RE0717!SPC ME E     -   0.99997341  x   0.99993721  =   0.99991063
 RE0717!UTM  19      -   0.99997341  x   0.99970730  =   0.99968072
 RE0717
 RE0717:                Primary Azimuth Mark                     Grid Az
 RE0717:SPC ME E     -  MONTICELLO GSC                           214 17 53.5
 RE0717:UTM  19      -  MONTICELLO GSC                           213 56 09.5
 RE0717
 RE0717|---------------------------------------------------------------------|
 RE0717| PID    Reference Object                     Distance      Geod. Az  |
 RE0717|                                                           dddmmss.s |
 RE0717| RE0721 MONTICELLO GSC                      APPROX.10.2 KM 2144900.3 |
 RE0717|---------------------------------------------------------------------|
 RE0717
 RE0717                          SUPERSEDED SURVEY CONTROL
 RE0717
 RE0717  NAD 83(1992)-  46 25 04.68335(N)    067 47 03.05366(W) AD(       ) 2
 RE0717  NAD 83(1986)-  46 25 04.67946(N)    067 47 03.06746(W) AD(       ) 2
 RE0717  NAD 27      -  46 25 04.52600(N)    067 47 04.99500(W) AD(       ) 2
 RE0717  NGVD 29 (07/19/86)  193.1    (m)          634.     (f) VERT ANG       
 RE0717
 RE0717.Superseded values are not recommended for survey control.
 RE0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0717.See file dsdata.txt to determine how the superseded data were derived.
 RE0717
 RE0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM9343241207(NAD 83)
 RE0717_MARKER: Z = SEE DESCRIPTION
 RE0717_SETTING: 0 = UNSPECIFIED SETTING
 RE0717_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RE0717
 RE0717  HISTORY     - Date     Condition        Report By
 RE0717  HISTORY     - 1843     MONUMENTED       IBC
 RE0717
 RE0717                          STATION DESCRIPTION
 RE0717
 RE0717'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1843
 RE0717'THIS MONUMENT WAS AN APPROXIMATELY 6 FEET LONG OBELISK SHAPED
 RE0717'CAST - IRON POST SET SO THAT ABOUT 3 FEET OF IT PROJECTED FROM
 RE0717'GROUND SURFACE.  IT WAS SET TO MARK THE POINT OF A DEFLECTION ANGLE
 RE0717'BETWEEN 2 STRAIGHT LINE COURSES OF THE BOUNDARYS CENTER LINE.  THE
 RE0717'NAMES OF THE COMMISSIONERS, THE NAME OF THE TREATY, THE DATE OF THE
 RE0717'TREATY, AND BOUNDARY WERE CASTED ON THE SIDES OF THE POST.  NO
 RE0717'OTHER DESCRIPTION WAS WRITTEN AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0728 ***********************************************************************
 RE0728  DESIGNATION -  MONUMENT 53 IBC
 RE0728  PID         -  RE0728
 RE0728  STATE/COUNTY-  ME/AROOSTOOK
 RE0728  USGS QUAD   -  MARS HILL (1984)
 RE0728
 RE0728                         *CURRENT SURVEY CONTROL
 RE0728  ___________________________________________________________________
 RE0728* NAD 83(1996)-  46 30 19.43390(N)    067 47 09.19479(W)     ADJUSTED  
 RE0728* NAVD 88     -       157.2    (meters)     516.     (feet)  VERTCON   
 RE0728  ___________________________________________________________________
 RE0728  LAPLACE CORR-           4.03  (seconds)                    DEFLEC99
 RE0728  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 RE0728
 RE0728  HORZ ORDER  -  THIRD
 RE0728
 RE0728.The horizontal coordinates were established by classical geodetic methods
 RE0728.and adjusted by the National Geodetic Survey in March 1998..
 RE0728
 RE0728.The NAVD 88 height was computed by applying the VERTCON shift value to
 RE0728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RE0728
 RE0728.The Laplace correction was computed from DEFLEC99 derived deflections.
 RE0728
 RE0728.The geoid height was determined by GEOID03.
 RE0728
 RE0728;                    North         East     Units Scale Factor Converg.
 RE0728;SPC ME E     -   315,694.295   354,806.153   MT  0.99993691   +0 31 05.0
 RE0728;UTM  19      - 5,150,919.230   593,151.572   MT  0.99970666   +0 52 51.0
 RE0728
 RE0728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RE0728!SPC ME E     -   0.99997900  x   0.99993691  =   0.99991591
 RE0728!UTM  19      -   0.99997900  x   0.99970666  =   0.99968566
 RE0728
 RE0728:                Primary Azimuth Mark                     Grid Az
 RE0728:SPC ME E     -  BLAINE                                   253 22 21.8
 RE0728:UTM  19      -  BLAINE                                   253 00 35.8
 RE0728
 RE0728|---------------------------------------------------------------------|
 RE0728| PID    Reference Object                     Distance      Geod. Az  |
 RE0728|                                                           dddmmss.s |
 RE0728| RE0722 BLAINE                              APPROX.13.0 KM 2535326.8 |
 RE0728|---------------------------------------------------------------------|
 RE0728
 RE0728                          SUPERSEDED SURVEY CONTROL
 RE0728
 RE0728  NAD 83(1992)-  46 30 19.42945(N)    067 47 09.19087(W) AD(       ) 3
 RE0728  NAD 83(1986)-  46 30 19.42411(N)    067 47 09.20072(W) AD(       ) 3
 RE0728  NAD 27      -  46 30 19.27500(N)    067 47 11.13700(W) AD(       ) 3
 RE0728  NGVD 29 (07/19/86)  157.4    (m)          516.     (f) VERT ANG       
 RE0728
 RE0728.Superseded values are not recommended for survey control.
 RE0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0728.See file dsdata.txt to determine how the superseded data were derived.
 RE0728
 RE0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM9315250919(NAD 83)
 RE0728_MARKER: Z = SEE DESCRIPTION
 RE0728_SETTING: 0 = UNSPECIFIED SETTING
 RE0728_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RE0728
 RE0728  HISTORY     - Date     Condition        Report By
 RE0728  HISTORY     - 1843     MONUMENTED       IBC
 RE0728
 RE0728                          STATION DESCRIPTION
 RE0728
 RE0728'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1843
 RE0728'THIS MONUMENT WAS AN OBELISK SHAPED CAST - IRON POST, APPROXIMATELY 6
 RE0728'FEET LONG, SET SO THAT ABOUT 3 FEET OF IT PROJECTED FROM GROUND
 RE0728'SURFACE.  IT WAS SET TO MARK THE POINT OF A DEFLECTION ANGLE BETWEEN
 RE0728'2 STRAIGHT LINE COURSES OF THE BOUNDARYS CENTER LINE.  THE NAMES OF
 RE0728'THE COMMISSIONERS, THE NAME OF THE TREATY, THE DATE OF THE TREATY,
 RE0728'AND BOUNDARY WERE CASTED ON THE SIDES OF THE POST.  NO OTHER
 RE0728'DESCRIPTION WAS WRITTEN FOR THIS MONUMENT AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0729 ***********************************************************************
 RE0729  DESIGNATION -  MONUMENT 64 IBC
 RE0729  PID         -  RE0729
 RE0729  STATE/COUNTY-  ME/AROOSTOOK
 RE0729  USGS QUAD   -  MARS HILL (1984)
 RE0729
 RE0729                         *CURRENT SURVEY CONTROL
 RE0729  ___________________________________________________________________
 RE0729* NAD 83(1996)-  46 36 56.29924(N)    067 47 17.96171(W)     ADJUSTED  
 RE0729* NAVD 88     -       238.7    (meters)     783.     (feet)  VERTCON   
 RE0729  ___________________________________________________________________
 RE0729  LAPLACE CORR-           4.28  (seconds)                    DEFLEC99
 RE0729  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 RE0729
 RE0729  HORZ ORDER  -  THIRD
 RE0729
 RE0729.The horizontal coordinates were established by classical geodetic methods
 RE0729.and adjusted by the National Geodetic Survey in March 1998..
 RE0729
 RE0729.The NAVD 88 height was computed by applying the VERTCON shift value to
 RE0729.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RE0729
 RE0729.The Laplace correction was computed from DEFLEC99 derived deflections.
 RE0729
 RE0729.The geoid height was determined by GEOID03.
 RE0729
 RE0729;                    North         East     Units Scale Factor Converg.
 RE0729;SPC ME E     -   327,945.902   354,508.736   MT  0.99993651   +0 31 02.0
 RE0729;UTM  19      - 5,163,165.883   592,776.607   MT  0.99970580   +0 52 50.4
 RE0729
 RE0729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RE0729!SPC ME E     -   0.99996620  x   0.99993651  =   0.99990272
 RE0729!UTM  19      -   0.99996620  x   0.99970580  =   0.99967201
 RE0729
 RE0729                          SUPERSEDED SURVEY CONTROL
 RE0729
 RE0729  NAD 83(1992)-  46 36 56.29467(N)    067 47 17.95743(W) AD(       ) 3
 RE0729  NAD 83(1986)-  46 36 56.28893(N)    067 47 17.96502(W) AD(       ) 3
 RE0729  NAD 27      -  46 36 56.13600(N)    067 47 19.90000(W) AD(       ) 3
 RE0729  NGVD 29 (07/19/86)  238.9    (m)          784.     (f) VERT ANG       
 RE0729
 RE0729.Superseded values are not recommended for survey control.
 RE0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0729.See file dsdata.txt to determine how the superseded data were derived.
 RE0729
 RE0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM9277763166(NAD 83)
 RE0729_MARKER: Z = SEE DESCRIPTION
 RE0729_SETTING: 0 = UNSPECIFIED SETTING
 RE0729_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RE0729
 RE0729  HISTORY     - Date     Condition        Report By
 RE0729  HISTORY     - 1843     MONUMENTED       IBC
 RE0729
 RE0729                          STATION DESCRIPTION
 RE0729
 RE0729'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1843
 RE0729'THIS MONUMENT WAS AN APPROXIMATELY 6 FEET LONG OBELISK SHAPED
 RE0729'CAST - IRON POST SET SO THAT ABOUT 3 FEET OF IT PROJECTED FROM GROUND
 RE0729'SURFACE.  IT WAS SET TO MARK THE POINT OF A DEFLECTION ANGLE IN THE
 RE0729'BOUNDARYS CENTER LINE.  THE NAMES OF THE COMMISSIONERS, THE NAME OF
 RE0729'THE TREATY, THE DATE OF THIS TREATY, AND BOUNDARY WERE CASTED ON THE
 RE0729'SIDES OF THE POST.  NO OTHER DESCRIPTION WAS WRITTEN AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0725 ***********************************************************************
 RE0725  DESIGNATION -  MONUMENT 72A IBC
 RE0725  PID         -  RE0725
 RE0725  STATE/COUNTY-  ME/AROOSTOOK
 RE0725  USGS QUAD   -  EASTON CENTER (1984)
 RE0725
 RE0725                         *CURRENT SURVEY CONTROL
 RE0725  ___________________________________________________________________
 RE0725* NAD 83(1996)-  46 42 21.39454(N)    067 47 20.14233(W)     ADJUSTED  
 RE0725* NAVD 88     -       233.6    (meters)     766.     (feet)  VERTCON   
 RE0725  ___________________________________________________________________
 RE0725  LAPLACE CORR-           6.28  (seconds)                    DEFLEC99
 RE0725  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 RE0725
 RE0725  HORZ ORDER  -  SECOND
 RE0725
 RE0725.The horizontal coordinates were established by classical geodetic methods
 RE0725.and adjusted by the National Geodetic Survey in March 1998..
 RE0725
 RE0725.The NAVD 88 height was computed by applying the VERTCON shift value to
 RE0725.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RE0725
 RE0725.The Laplace correction was computed from DEFLEC99 derived deflections.
 RE0725
 RE0725.The geoid height was determined by GEOID03.
 RE0725
 RE0725;                    North         East     Units Scale Factor Converg.
 RE0725;SPC ME E     -   337,983.037   354,371.737   MT  0.99993633   +0 31 03.2
 RE0725;UTM  19      - 5,173,199.630   592,575.943   MT  0.99970534   +0 52 53.5
 RE0725
 RE0725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RE0725!SPC ME E     -   0.99996699  x   0.99993633  =   0.99990332
 RE0725!UTM  19      -   0.99996699  x   0.99970534  =   0.99967234
 RE0725
 RE0725:                Primary Azimuth Mark                     Grid Az
 RE0725:SPC ME E     -  EASTON GSC                               232 57 32.7
 RE0725:UTM  19      -  EASTON GSC                               232 35 42.4
 RE0725
 RE0725|---------------------------------------------------------------------|
 RE0725| PID    Reference Object                     Distance      Geod. Az  |
 RE0725|                                                           dddmmss.s |
 RE0725| RE0726 EASTON GSC                          APPROX. 5.9 KM 2332835.9 |
 RE0725|---------------------------------------------------------------------|
 RE0725
 RE0725                          SUPERSEDED SURVEY CONTROL
 RE0725
 RE0725  NAD 83(1992)-  46 42 21.39045(N)    067 47 20.13789(W) AD(       ) 2
 RE0725  NAD 83(1986)-  46 42 21.38514(N)    067 47 20.14296(W) AD(       ) 2
 RE0725  NAD 27      -  46 42 21.22900(N)    067 47 22.07700(W) AD(       ) 2
 RE0725  NGVD 29 (07/19/86)  233.8    (m)          767.     (f) VERT ANG       
 RE0725
 RE0725.Superseded values are not recommended for survey control.
 RE0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0725.See file dsdata.txt to determine how the superseded data were derived.
 RE0725
 RE0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM9257673200(NAD 83)
 RE0725_MARKER: Z = SEE DESCRIPTION
 RE0725_SETTING: 0 = UNSPECIFIED SETTING
 RE0725_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RE0725
 RE0725  HISTORY     - Date     Condition        Report By
 RE0725  HISTORY     - 1908     MONUMENTED       IBC
 RE0725
 RE0725                          STATION DESCRIPTION
 RE0725
 RE0725'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (JBB)
 RE0725'THIS MONUMENT WAS A GRANITE OR CONCRETE SPIKE, ABOUT 10 INCHES SQUARE,
 RE0725'SET SO THAT ABOUT 1 FOOT OF IT PROJECTED FROM AN APPROXIMATELY 3 FEET
 RE0725'SQUARE CONCRETE BASE.  THIS TOP OF THE BASE, STAMPED WITH THE
 RE0725'MONUMENTS NUMBER, SLOPED DOWN FROM THE INTERSECTION WITH THE SPIKE.
 RE0725'
 RE0725'NO DESCRIPTION WAS WRITTEN FOR THIS MONUMENT AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0737 ***********************************************************************
 RE0737  DESIGNATION -  MONUMENT 81B IBC
 RE0737  PID         -  RE0737
 RE0737  STATE/COUNTY-  ME/AROOSTOOK
 RE0737  USGS QUAD   -  FORT FAIRFIELD (1984)
 RE0737
 RE0737                         *CURRENT SURVEY CONTROL
 RE0737  ___________________________________________________________________
 RE0737* NAD 83(1996)-  46 47 32.85342(N)    067 47 22.63064(W)     ADJUSTED  
 RE0737* NAVD 88     -       131.9    (meters)     433.     (feet)  VERTCON   
 RE0737  ___________________________________________________________________
 RE0737  LAPLACE CORR-           6.87  (seconds)                    DEFLEC99
 RE0737  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 RE0737
 RE0737  HORZ ORDER  -  THIRD
 RE0737
 RE0737.The horizontal coordinates were established by classical geodetic methods
 RE0737.and adjusted by the National Geodetic Survey in March 1998..
 RE0737
 RE0737.The NAVD 88 height was computed by applying the VERTCON shift value to
 RE0737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RE0737
 RE0737.The Laplace correction was computed from DEFLEC99 derived deflections.
 RE0737
 RE0737.The geoid height was determined by GEOID03.
 RE0737
 RE0737;                    North         East     Units Scale Factor Converg.
 RE0737;SPC ME E     -   347,599.227   354,232.036   MT  0.99993614   +0 31 04.1
 RE0737;UTM  19      - 5,182,812.515   592,375.162   MT  0.99970488   +0 52 56.2
 RE0737
 RE0737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RE0737!SPC ME E     -   0.99998293  x   0.99993614  =   0.99991907
 RE0737!UTM  19      -   0.99998293  x   0.99970488  =   0.99968782
 RE0737
 RE0737                          SUPERSEDED SURVEY CONTROL
 RE0737
 RE0737  NAD 83(1992)-  46 47 32.85027(N)    067 47 22.62624(W) AD(       ) 3
 RE0737  NAD 83(1986)-  46 47 32.84597(N)    067 47 22.62904(W) AD(       ) 3
 RE0737  NAD 27      -  46 47 32.69100(N)    067 47 24.56500(W) AD(       ) 3
 RE0737  NGVD 29 (07/19/86)  132.1    (m)          433.     (f) VERT ANG       
 RE0737
 RE0737.Superseded values are not recommended for survey control.
 RE0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0737.See file dsdata.txt to determine how the superseded data were derived.
 RE0737
 RE0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM9237582813(NAD 83)
 RE0737_MARKER: Z = SEE DESCRIPTION
 RE0737_SETTING: 0 = UNSPECIFIED SETTING
 RE0737_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RE0737
 RE0737  HISTORY     - Date     Condition        Report By
 RE0737  HISTORY     - 1908     MONUMENTED       IBC
 RE0737
 RE0737                          STATION DESCRIPTION
 RE0737
 RE0737'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (JBB)
 RE0737'THIS MONUMENT WAS A GRANITE SPIKE, ABOUT 10 INCHES SQUARE, SET SO THAT
 RE0737'ABOUT 1 FOOT OF IT PROJECTED FROM THE TOP OF AN APPROXIMATELY 3 FEET
 RE0737'SQUARE CONCRETE BASE.  THE TOP OF THE BASE, STAMPED WITH THE MONUMENTS
 RE0737'NUMBER, SLOPED DOWN FROM THE INTERSECTION WITH THE SPIKE.
 RE0737'
 RE0737'NO DESCRIPTION WAS WRITTEN FOR THIS MONUMENT AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0736 ***********************************************************************
 RE0736  DESIGNATION -  MONUMENT 92 IBC
 RE0736  PID         -  RE0736
 RE0736  STATE/COUNTY-  ME/AROOSTOOK
 RE0736  USGS QUAD   -  FORT FAIRFIELD (1984)
 RE0736
 RE0736                         *CURRENT SURVEY CONTROL
 RE0736  ___________________________________________________________________
 RE0736* NAD 83(1996)-  46 52 15.91156(N)    067 47 22.02647(W)     ADJUSTED  
 RE0736* NAVD 88     -       156.1    (meters)     512.     (feet)  VERTCON   
 RE0736  ___________________________________________________________________
 RE0736  LAPLACE CORR-           6.42  (seconds)                    DEFLEC99
 RE0736  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 RE0736
 RE0736  HORZ ORDER  -  THIRD
 RE0736
 RE0736.The horizontal coordinates were established by classical geodetic methods
 RE0736.and adjusted by the National Geodetic Survey in March 1998..
 RE0736
 RE0736.The NAVD 88 height was computed by applying the VERTCON shift value to
 RE0736.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RE0736
 RE0736.The Laplace correction was computed from DEFLEC99 derived deflections.
 RE0736
 RE0736.The geoid height was determined by GEOID03.
 RE0736
 RE0736;                    North         East     Units Scale Factor Converg.
 RE0736;SPC ME E     -   356,339.227   354,165.793   MT  0.99993605   +0 31 06.9
 RE0736;UTM  19      - 5,191,549.894   592,253.313   MT  0.99970460   +0 53 00.7
 RE0736
 RE0736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RE0736!SPC ME E     -   0.99997913  x   0.99993605  =   0.99991518
 RE0736!UTM  19      -   0.99997913  x   0.99970460  =   0.99968373
 RE0736
 RE0736                          SUPERSEDED SURVEY CONTROL
 RE0736
 RE0736  NAD 83(1992)-  46 52 15.90904(N)    067 47 22.02232(W) AD(       ) 3
 RE0736  NAD 83(1986)-  46 52 15.90542(N)    067 47 22.02324(W) AD(       ) 3
 RE0736  NAD 27      -  46 52 15.74900(N)    067 47 23.96300(W) AD(       ) 3
 RE0736  NGVD 29 (07/19/86)  156.3    (m)          513.     (f) VERT ANG       
 RE0736
 RE0736.Superseded values are not recommended for survey control.
 RE0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0736.See file dsdata.txt to determine how the superseded data were derived.
 RE0736
 RE0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM9225391550(NAD 83)
 RE0736_MARKER: Z = SEE DESCRIPTION
 RE0736_SETTING: 0 = UNSPECIFIED SETTING
 RE0736_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RE0736
 RE0736  HISTORY     - Date     Condition        Report By
 RE0736  HISTORY     - 1908     MONUMENTED       IBC
 RE0736
 RE0736                          STATION DESCRIPTION
 RE0736
 RE0736'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (JBB)
 RE0736'THIS MONUMENT WAS ONE OF THE GRANITE OR CONCRETE SPIKE, ABOUT 10
 RE0736'INCHES SQUARE, SET SO THAT ABOUT 1 FOOT OF IT PROJECTED FROM AN
 RE0736'APPROXIMATELY 3 FEET SQUARE CONCRETE BASE.  THE TOP OF THE BASE,
 RE0736'STAMPED WITH THE MONUMENTS NUMBER, SLOPED DOWN FROM THE INTERSECTION
 RE0736'WITH THE SPIKE.
 RE0736'
 RE0736'NO DESCRIPTION WAS WRITTEN FOR THIS MONUMENT, EXCEPT THAT IT WAS SET
 RE0736'417 FEET SOUTH OF THE POSITION OF THE 1843 SURVEYS MONUMENT, NOW GONE,
 RE0736'WHICH HAD THE SAME NUMBER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1737 ***********************************************************************
 OC1737  DESIGNATION -  MOODY 1852
 OC1737  PID         -  OC1737
 OC1737  STATE/COUNTY-  ME/CUMBERLAND
 OC1737  USGS QUAD   -  PORTLAND EAST (1975)
 OC1737
 OC1737                         *CURRENT SURVEY CONTROL
 OC1737  ___________________________________________________________________
 OC1737* NAD 83(1996)-  43 42 37.78219(N)    070 13 33.60103(W)     ADJUSTED  
 OC1737* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 OC1737  ___________________________________________________________________
 OC1737  LAPLACE CORR-           3.74  (seconds)                    DEFLEC99
 OC1737  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 OC1737
 OC1737  HORZ ORDER  -  THIRD
 OC1737
 OC1737.The horizontal coordinates were established by classical geodetic methods
 OC1737.and adjusted by the National Geodetic Survey in March 1998..
 OC1737
 OC1737.The orthometric height was scaled from a topographic map.
 OC1737
 OC1737.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1737
 OC1737.The geoid height was determined by GEOID03.
 OC1737
 OC1737;                    North         East     Units Scale Factor Converg.
 OC1737;SPC ME W     -    97,449.408   895,218.157   MT  0.99996695   -0 02 27.6
 OC1737;UTM  19      - 4,840,449.257   401,229.478   MT  0.99971999   -0 50 50.1
 OC1737
 OC1737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1737!SPC ME W     -   1.00000366  x   0.99996695  =   0.99997061
 OC1737!UTM  19      -   1.00000366  x   0.99971999  =   0.99972365
 OC1737
 OC1737:                Primary Azimuth Mark                     Grid Az
 OC1737:SPC ME W     -  STURDEVANT IS                            046 25 56.1
 OC1737:UTM  19      -  STURDEVANT IS                            047 14 18.6
 OC1737
 OC1737|---------------------------------------------------------------------|
 OC1737| PID    Reference Object                     Distance      Geod. Az  |
 OC1737|                                                           dddmmss.s |
 OC1737| OC1674 STURDEVANT IS                       APPROX. 5.0 KM 0462328.5 |
 OC1737| OC1788 WHITE HOUSE                         APPROX. 7.6 KM 0821207.9 |
 OC1737| OC1684 BRUNSWICK SCHOOLHOUSE               APPROX. 6.2 KM 1145941.0 |
 OC1737| OC1757 LITTLE HOG ISLAND                   APPROX. 5.1 KM 1661343.8 |
 OC1737| OC1766 FT SCAMMEL BLOCKHOUSE CHIM          APPROX. 6.8 KM 1704612.3 |
 OC1737| OC1740 FORT PREBLE FLAGSTAFF               APPROX. 6.8 KM 1804327.7 |
 OC1737| OC1572 WOODBURY HOUSE N CHIMNEY            APPROX. 9.9 KM 1833646.8 |
 OC1737| OC1614 POORDICK CHURCH                     APPROX. 8.5 KM 1875135.6 |
 OC1737| OC1727 MACKEY                              APPROX. 2.5 KM 1911841.8 |
 OC1737| OC1639 PORTLAND ST LAWRENCE CONG CH        APPROX. 5.3 KM 1993228.8 |
 OC1737| OC1656 MUNJOY HILL OBSERVATORY             APPROX. 5.3 KM 1994138.5 |
 OC1737| OC1816 PORTLAND CONGRESS ST SPIRE          APPROX. 6.3 KM 2040929.7 |
 OC1737| OC1825 PORTLAND PARK ST UNITARIAN CH       APPROX. 7.1 KM 2042356.3 |
 OC1737| OC1826 PORTLAND HIGH ST TALL TOWER         APPROX. 7.0 KM 2045529.4 |
 OC1737| OC1817 PORTLAND CASCO ST GREEN SPIRE       APPROX. 6.6 KM 2061219.6 |
 OC1737| OC1798 PORTLAND STATE ST TALL SPIRE        APPROX. 7.2 KM 2061718.7 |
 OC1737| OC1801 PORTLAND PINE STREET METH CH        APPROX. 7.2 KM 2072254.8 |
 OC1737| OC1819 RIDGE                               APPROX. 4.9 KM 2081451.6 |
 OC1737| OC1809 STATE REFORM SCHOOL E TOWER         APPROX.10.4 KM 2191753.4 |
 OC1737| OC1810 LONGFELLOW HOUSE EAST CHIM          APPROX. 7.2 KM 2262057.3 |
 OC1737| OC1800 PAYSON COTTAGE CHIMNEY              APPROX. 4.7 KM 2303645.7 |
 OC1737| OC1828 GRAVES HILL                         APPROX. 3.3 KM 2441719.8 |
 OC1737| OC1966 MT INDEPENDENCE                     APPROX. 9.3 KM 3053548.7 |
 OC1737|---------------------------------------------------------------------|
 OC1737
 OC1737                          SUPERSEDED SURVEY CONTROL
 OC1737
 OC1737  NAD 83(1992)-  43 42 37.78058(N)    070 13 33.60164(W) AD(       ) 3
 OC1737  NAD 83(1986)-  43 42 37.78666(N)    070 13 33.60708(W) AD(       ) 3
 OC1737  NAD 27      -  43 42 37.49300(N)    070 13 35.43700(W) AD(       ) 3
 OC1737
 OC1737.Superseded values are not recommended for survey control.
 OC1737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1737.See file dsdata.txt to determine how the superseded data were derived.
 OC1737
 OC1737_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0122940449(NAD 83)
 OC1737
 OC1737  HISTORY     - Date     Condition        Report By
 OC1737  HISTORY     - 1852     MONUMENTED       COASUR
 OC1737  HISTORY     - 1911     SEE DESCRIPTION  CGS
 OC1737  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1737  HISTORY     - 1941     SEE DESCRIPTION  CGS
 OC1737
 OC1737                          STATION DESCRIPTION
 OC1737
 OC1737'DESCRIBED BY COAST AND GEODETIC SURVEY 1911
 OC1737'STATION IS ON A HILL ON THE W SIDE OF CASCO BAY, ABOUT 300 METERS W
 OC1737'OF THE HEAD OF MUSSEL COVE, AND ABOUT 100 METERS E OF THE SHORE
 OC1737'ROAD FROM PORTLAND TO YARMOUTH.  IT IS ALSO ABOUT 3-1/2 MILES NE
 OC1737'BY E FROM PORTLAND.  THE STATION IS ON THE HIGHEST PART OF THE
 OC1737'HILL ON LAND NOW BELONGING TO JOHN MARSHALL BROWN ESTATE.  THE
 OC1737'HOUSE FORMERLY OCCUPIED BY CAPT. MOODY AND THAT OF HERBERT PAYSON
 OC1737'ARE TO THE SOUTHWESTWARD OF THE STATION.  THE STATION ORIGINALLY
 OC1737'MARKED BY AN EARTHENWARE CYLINDER 10 INCHES HIGH AND 8 INCHES
 OC1737'IN DIAMETER SET WITH ITS TOP 18 INCHES BELOW THE SURFACE.  OVER
 OC1737'THIS IN 1911 A 20-INCH LENGTH OF DRAIN TILE FILLED WITH CEMENT
 OC1737'AND SAND WAS PLACED AND IN ITS TOP A STANDARD DISK STATION MARKER
 OC1737'WAS SET, PROJECTING 2 INCHES ABOVE THE SURFACE OF THE GROUND.  THE
 OC1737'UNITED STATES ENGINEERS IN 1910 DRILLED THREE HOLES AS REFERENCE
 OC1737'MARKS, EACH WITH AN ARROW CUT IN THE ROCK AND POINTING TO THE
 OC1737'STATION.  THE DISTANCES AND APPROXIMATE DIRECTIONS ARE 72 FEET
 OC1737'NNW, 133.9 FEET NE BY E, 101 FEET ESE.  A FOURTH DRILL HOLE TO THE
 OC1737'SE HAS NO ARROW.
 OC1737
 OC1737                          STATION RECOVERY (1933)
 OC1737
 OC1737'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1737'STATION IS ON THE THIRTEENTH FAIRWAY OF THE GOLF COURSE OF THE
 OC1737'PORTLAND COUNTRY CLUB, AND 60.4 FEET W OF GOLF.  THE TOP PORTION OF
 OC1737'THE SURFACE MARK HAS BEEN DESTROYED BUT THE SUBSURFACE MARK IS
 OC1737'STILL IN PLACE.
 OC1737
 OC1737                          STATION RECOVERY (1941)
 OC1737
 OC1737'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FLP)
 OC1737'RECOVERED AS DESCRIBED IN 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2102 ***********************************************************************
 OC2102  DESIGNATION -  MOODY POINT FCT 1943
 OC2102  PID         -  OC2102
 OC2102  STATE/COUNTY-  ME/YORK
 OC2102  USGS QUAD   -  WELLS (1979)
 OC2102
 OC2102                         *CURRENT SURVEY CONTROL
 OC2102  ___________________________________________________________________
 OC2102* NAD 83(1996)-  43 17 12.20162(N)    070 34 17.49973(W)     ADJUSTED  
 OC2102* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 OC2102  ___________________________________________________________________
 OC2102  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 OC2102  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 OC2102
 OC2102  HORZ ORDER  -  SECOND
 OC2102
 OC2102.The horizontal coordinates were established by classical geodetic methods
 OC2102.and adjusted by the National Geodetic Survey in March 1998..
 OC2102
 OC2102.The orthometric height was scaled from a topographic map.
 OC2102
 OC2102.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2102
 OC2102.The geoid height was determined by GEOID03.
 OC2102
 OC2102;                    North         East     Units Scale Factor Converg.
 OC2102;SPC ME W     -    50,446.711   867,142.235   MT  0.99997994   -0 16 39.3
 OC2102;SPC NH       -    87,977.065   388,879.719   MT  1.00006380   +0 45 03.4
 OC2102;SPC NH       -   288,638.09  1,275,849.54   sFT  1.00006380   +0 45 03.4
 OC2102;UTM  19      - 4,793,854.681   372,503.597   MT  0.99979996   -1 04 39.6
 OC2102
 OC2102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2102!SPC ME W     -   1.00000292  x   0.99997994  =   0.99998286
 OC2102!SPC NH       -   1.00000292  x   1.00006380  =   1.00006672
 OC2102!UTM  19      -   1.00000292  x   0.99979996  =   0.99980288
 OC2102
 OC2102                          SUPERSEDED SURVEY CONTROL
 OC2102
 OC2102  NAD 83(1992)-  43 17 12.20045(N)    070 34 17.50077(W) AD(       ) 2
 OC2102  NAD 83(1986)-  43 17 12.20570(N)    070 34 17.50657(W) AD(       ) 2
 OC2102  NAD 27      -  43 17 11.89800(N)    070 34 19.31100(W) AD(       ) 2
 OC2102
 OC2102.Superseded values are not recommended for survey control.
 OC2102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2102.See file dsdata.txt to determine how the superseded data were derived.
 OC2102
 OC2102_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH7250493855(NAD 83)
 OC2102
 OC2102  HISTORY     - Date     Condition        Report By
 OC2102  HISTORY     - 1943     MONUMENTED       CGS
 OC2102
 OC2102                          STATION DESCRIPTION
 OC2102
 OC2102'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 OC2102'STATION IS THE CENTER OF THE INSTRUMENT MOUNT ON THE TOP FLOOR
 OC2102'OF THE MOODY POINT FIRE CONTROL TOWER.  IT WAS LOCATED BY
 OC2102'DISTANCE AND DIRECTION FROM STATION MOODY PT 153.
 OC2102'
 OC2102'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2089 ***********************************************************************
 OC2089  DESIGNATION -  MOODY POINT ROBERTS SPIRE
 OC2089  PID         -  OC2089
 OC2089  STATE/COUNTY-  ME/YORK
 OC2089  USGS QUAD   -  WELLS (1979)
 OC2089
 OC2089                         *CURRENT SURVEY CONTROL
 OC2089  ___________________________________________________________________
 OC2089* NAD 83(1996)-  43 17 13.20725(N)    070 34 14.16884(W)     ADJUSTED  
 OC2089* NAVD 88     -                                                        
 OC2089  ___________________________________________________________________
 OC2089  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 OC2089  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 OC2089
 OC2089  HORZ ORDER  -  THIRD
 OC2089
 OC2089.The horizontal coordinates were established by classical geodetic methods
 OC2089.and adjusted by the National Geodetic Survey in March 1998..
 OC2089
 OC2089
 OC2089.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2089
 OC2089.The geoid height was determined by GEOID03.
 OC2089
 OC2089;                    North         East     Units Scale Factor Converg.
 OC2089;SPC ME W     -    50,477.381   867,217.476   MT  0.99997988   -0 16 37.1
 OC2089;SPC NH       -    88,009.083   388,954.404   MT  1.00006397   +0 45 05.6
 OC2089;SPC NH       -   288,743.13  1,276,094.57   sFT  1.00006397   +0 45 05.6
 OC2089;UTM  19      - 4,793,884.292   372,579.246   MT  0.99979972   -1 04 37.3
 OC2089
 OC2089                          SUPERSEDED SURVEY CONTROL
 OC2089
 OC2089  NAD 83(1992)-  43 17 13.20608(N)    070 34 14.16988(W) AD(       ) 4
 OC2089  NAD 83(1986)-  43 17 13.21162(N)    070 34 14.17562(W) AD(       ) 4
 OC2089  NAD 27      -  43 17 12.90300(N)    070 34 15.97800(W) AD(       ) 3
 OC2089
 OC2089.Superseded values are not recommended for survey control.
 OC2089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2089.See file dsdata.txt to determine how the superseded data were derived.
 OC2089
 OC2089_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH7257993884(NAD 83)
 OC2089
 OC2089  HISTORY     - Date     Condition        Report By
 OC2089  HISTORY     - 1943     MONUMENTED       CGS
 OC2089  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OC2089
 OC2089                          STATION DESCRIPTION
 OC2089
 OC2089'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 OC2089'STATION IS A SMALL SPIRE ON THE NE SIDE OF A WHITE TWO-STORY
 OC2089'COTTAGE LOCATED AT THE W END OF WELLS BEACH, AND 100 YDS. S
 OC2089'OF OCEAN AVENUE.  THE SPIRE IS A THREE-STORY STRUCTURE WITH
 OC2089'A GREEN ROOF AND A DORMER WINDOW IN EACH OF THE FOUR SIDES OF
 OC2089'THE PYRAMID-SHAPED ROOF.  THE SPIRE HAS A SMALL WOODEN FINIAL
 OC2089'AT THE TOP.
 OC2089'
 OC2089'THIS IS AN INTERSECTION STATION.
 OC2089
 OC2089                          STATION RECOVERY (1953)
 OC2089
 OC2089'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EHK)
 OC2089'STATION WAS RECOVERED AS DESCRIBED.  THE PUBLISHED DESCRIPTION
 OC2089'IS ADEQUATE AND CORRECT WITH THE FOLLOWING EXCEPTION--HOUSE IS
 OC2089'NOW OWNED BY RALPH E FARNSWORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0454 ***********************************************************************
 OC0454  DESIGNATION -  MOODY PT 153
 OC0454  PID         -  OC0454
 OC0454  STATE/COUNTY-  ME/YORK
 OC0454  USGS QUAD   -  WELLS (1979)
 OC0454
 OC0454                         *CURRENT SURVEY CONTROL
 OC0454  ___________________________________________________________________
 OC0454* NAD 83(1996)-  43 17 12.28140(N)    070 34 17.90892(W)     ADJUSTED  
 OC0454* NAVD 88     -         7.991  (meters)      26.22   (feet)  ADJUSTED  
 OC0454  ___________________________________________________________________
 OC0454  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 OC0454  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 OC0454  DYNAMIC HT  -           7.990 (meters)      26.21  (feet)  COMP
 OC0454  MODELED GRAV-     980,473.3   (mgal)                       NAVD 88
 OC0454
 OC0454  HORZ ORDER  -  SECOND
 OC0454  VERT ORDER  -  SECOND    CLASS 0
 OC0454
 OC0454.The horizontal coordinates were established by classical geodetic methods
 OC0454.and adjusted by the National Geodetic Survey in March 1998..
 OC0454
 OC0454.The orthometric height was determined by differential leveling
 OC0454.and adjusted by the National Geodetic Survey in June 1991..
 OC0454
 OC0454.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC0454
 OC0454.The geoid height was determined by GEOID03.
 OC0454
 OC0454.The dynamic height is computed by dividing the NAVD 88
 OC0454.geopotential number by the normal gravity value computed on the
 OC0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0454.degrees latitude (g = 980.6199 gals.).
 OC0454
 OC0454.The modeled gravity was interpolated from observed gravity values.
 OC0454
 OC0454;                    North         East     Units Scale Factor Converg.
 OC0454;SPC ME W     -    50,449.218   867,133.022   MT  0.99997995   -0 16 39.6
 OC0454;SPC NH       -    87,979.406   388,870.462   MT  1.00006378   +0 45 03.1
 OC0454;SPC NH       -   288,645.77  1,275,819.17   sFT  1.00006378   +0 45 03.1
 OC0454;UTM  19      - 4,793,857.315   372,494.422   MT  0.99979999   -1 04 39.9
 OC0454
 OC0454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC0454!SPC ME W     -   1.00000289  x   0.99997995  =   0.99998284
 OC0454!SPC NH       -   1.00000289  x   1.00006378  =   1.00006667
 OC0454!UTM  19      -   1.00000289  x   0.99979999  =   0.99980288
 OC0454
 OC0454|---------------------------------------------------------------------|
 OC0454| PID    Reference Object                     Distance      Geod. Az  |
 OC0454|                                                           dddmmss.s |
 OC0454| CE8327 MOODY POINT 153 RM 1                 38.198 METERS 00457     |
 OC0454| OC0457 MOODY PT 153 AZ MK                                 0184719.1 |
 OC0454| OC2021 KENNEBUNK BEACH ATL HOTEL ROOF      APPROX. 8.9 KM 0421036.7 |
 OC0454| OC2089 MOODY POINT ROBERTS SPIRE            89.028 METERS 07117     |
 OC0454| CE8328 MOODY POINT 153 RM 2                 45.384 METERS 08816     |
 OC0454| OC2102 MOODY POINT FCT 1943                  9.548 METERS 10457     |
 OC0454| OC2149 OGUNQUIT STANDPIPE                  APPROX. 5.0 KM 2105939.7 |
 OC0454| OC2304 MOUNT AGAMENTICUS FIRE TOWER        APPROX.12.1 KM 2343442.7 |
 OC0454| OC2083 WELLS FIRST CONG CHURCH SPIRE       APPROX. 2.0 KM 3235739.3 |
 OC0454|---------------------------------------------------------------------|
 OC0454
 OC0454                          SUPERSEDED SURVEY CONTROL
 OC0454
 OC0454  NAD 83(1992)-  43 17 12.28023(N)    070 34 17.90997(W) AD(       ) 2
 OC0454  NAD 83(1986)-  43 17 12.28547(N)    070 34 17.91576(W) AD(       ) 2
 OC0454  NAD 27      -  43 17 11.97800(N)    070 34 19.72000(W) AD(       ) 2
 OC0454  NGVD 29 (??/??/92)    8.217  (m)           26.96   (f) ADJ UNCH    2 0
 OC0454
 OC0454.Superseded values are not recommended for survey control.
 OC0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0454.See file dsdata.txt to determine how the superseded data were derived.
 OC0454
 OC0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH7249493857(NAD 83)
 OC0454_MARKER: DD = SURVEY DISK
 OC0454_SETTING: 0 = UNSPECIFIED SETTING
 OC0454_STAMPING: MOODY PT 153 1943
 OC0454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC0454
 OC0454  HISTORY     - Date     Condition        Report By
 OC0454  HISTORY     - 1941     MONUMENTED       CGS
 OC0454  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OC0454  HISTORY     - 1943     GOOD             NGS
 OC0454  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OC0454  HISTORY     - 1975     SEE DESCRIPTION  MEDT
 OC0454  HISTORY     - 1976     MARK NOT FOUND   NGS
 OC0454
 OC0454                          STATION DESCRIPTION
 OC0454
 OC0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC0454'STATION IS LOCATED ON MOODY POINT WHICH IS MIDWAY BETWEEN WELLS
 OC0454'BEACH ON THE N AND OGUNQUIT BEACH ON THE S.  IT IS ON A SE CORNER
 OC0454'LOT BELONGING TO MR. F.K. ALLEN, ABOUT 0.1 MI. W OF THE BEACH,
 OC0454'60 FT. E OF A N-S ROAD, 75 FT. SE OF THE CENTER OF THE
 OC0454'INTERSECTION OF N-S AND E-W ROADS, AND 42 FT. NE OF N.E.T. AND T.
 OC0454'CO. POLE 69.
 OC0454'
 OC0454'THE SURFACE STATION MARK IS A U.S. ARMY MAP-CONTROL BRONZE
 OC0454'DISK, STAMPED MOODY PT 153 1941 AND SET IN A SQUARE CONCRETE
 OC0454'MONUMENT PROJECTING ABOUT 2 IN. ABOVE GROUND.
 OC0454'
 OC0454'THE UNDERGROUND STATION MARK IS A STANDARD DISK, SET IN CONCRETE.
 OC0454'
 OC0454'THE REFERENCE MARKS ARE SET IN SMALL OUTCROPS.  REFERENCE MARK
 OC0454'1 IS N OF THE STATION, 12 FT. E OF THE CENTER OF A N-S ROAD,
 OC0454'AND ABOUT 170 FT. N OF A ROAD INTERSECTION.  REFERENCE MARK 2 IS
 OC0454'IN THE OPEN LOT SE OF THE STATION, AND ABOUT 150 FT. FROM BOTH
 OC0454'THE N-S AND E-W ROADS.  BOTH MARKS ARE STANDARD REFERENCE-MARK
 OC0454'DISKS.
 OC0454'
 OC0454'THE AZIMUTH MARK, A STANDARD BRONZE DISK SET IN THE TOP OF A
 OC0454'CONCRETE SEAWALL, IS 0.45 MI. (BY SPEEDOMETER) N OF THE STATION,
 OC0454'ABOUT 40 FT. SW OF THE SW CORNER OF A BROWN SHINGLE HOUSE, AND 30
 OC0454'FT. N OF A SMALL WAYS WHERE FISHING BOATS ARE HAULED OUT.
 OC0454'
 OC0454'HEIGHT OF LIGHT ABOVE STATION MARK 90 FEET.
 OC0454
 OC0454                          STATION RECOVERY (1943)
 OC0454
 OC0454'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 OC0454'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 OC0454'DESCRIBED AND FOUND IN GOOD CONDITION.  ORIGINAL DESCRIPTION
 OC0454'SUBMITTED BY P.L.B. IN 1941 IS ADEQUATE.
 OC0454
 OC0454                          STATION RECOVERY (1943)
 OC0454
 OC0454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 OC0454'2.5 MI SE FROM WELLS.
 OC0454'2.2 MILES SOUTH ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 OC0454'WELLS, YORK COUNTY, THENCE 1.1 MILES EAST ALONG LOWER BEACH ROAD,
 OC0454'ON MOODY POINT, AT THE ARMY FIRE CONTROL TOWER, 12 FEET WEST
 OC0454'OF THE WEST DOOR ENTRANCE TO THE TOWER, AT A ROAD INTERSECTION,
 OC0454'60 FEET EAST OF THE NORTH-AND-SOUTH ROAD, AND 55 FEET NORTH
 OC0454'OF THE EAST-AND-WEST ROAD.
 OC0454
 OC0454                          STATION RECOVERY (1953)
 OC0454
 OC0454'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EHK)
 OC0454'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 OC0454'DISTANCE TO REFERENCE MARK 1 WAS MEASURED WITH A STEEL TAPE AND
 OC0454'FOUND TO BE CORRECT.  A BUILDING HAS BEEN CONSTRUCTED BETWEEN
 OC0454'THE STATION AND REFERENCE MARK 2, AND THE DISTANCE WAS NOT
 OC0454'MEASURED.  THE PUBLISHED DESCRIPTION IS ADEQUATE WITH THE
 OC0454'FOLLOWING CORRECTIONS--
 OC0454'
 OC0454'STATION IS IN THE SW CORNER OF LAND OWNED BY WILLIAM MC CULLOUGH,
 OC0454'75.0 FT. NE OF THE CENTER OF THE INTERSECTION, 20.2 FT. NW OF
 OC0454'THE SW CORNER AND 20.2 FT. SW OF THE NW CORNER OF THE TOWER
 OC0454'RESTAURANT, WHICH WAS FORMERLY A COAST GUARD STATION.  IT IS A
 OC0454'CORPS OF ENGINEERS DISK, 0.5 FT. BELOW THE SURFACE OF THE GROUND.
 OC0454'
 OC0454'REFERENCE MARK 1 IS 69.8 FT. SW OF THE SW CORNER OF A WHITE
 OC0454'TWO-STORY BUILDING, AND 15.0 FT. S OF A FIRE HYDRANT.  IT IS
 OC0454'STAMPED MOODY PT 153 1941 NO 1 AND IS 0.3 FT. BELOW THE SURFACE.
 OC0454'
 OC0454'REFERENCE MARK 2 IS NE OF THE STATION.  IT IS STAMPED MOODY
 OC0454'PT 153 1941 NO 2 AND SET IN A ROCK OUTCROP.
 OC0454'
 OC0454'THE AZIMUTH MARK IS 201.4 FT. N-NE OF THE WELLS BEACH FIRE
 OC0454'STATION, AND 61.2 FT. N OF A SMALL WAYS WHERE FISHING BOATS ARE
 OC0454'HAULED OUT.  IT IS A STANDARD AZIMUTH-MARK DISK, STAMPED MOODY
 OC0454'PT 153 1941 AND SET IN A CONCRETE BREAKWATER.
 OC0454
 OC0454                          STATION RECOVERY (1975)
 OC0454
 OC0454'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 OC0454'MOODY PT. 153, RM. 1, AND RM. 2, NOT RECOVERED.  MAY BE LOST DUE
 OC0454'TO HOME CONSTRUCTION IN AREA.
 OC0454
 OC0454                          STATION RECOVERY (1976)
 OC0454
 OC0454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0454'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0457 ***********************************************************************
 OC0457  DESIGNATION -  MOODY PT 153 AZ MK
 OC0457  PID         -  OC0457
 OC0457  STATE/COUNTY-  ME/YORK
 OC0457  USGS QUAD   -  WELLS (1979)
 OC0457
 OC0457                         *CURRENT SURVEY CONTROL
 OC0457  ___________________________________________________________________
 OC0457* NAD 83(1986)-  43 17 34.     (N)    070 34 08.     (W)     SCALED    
 OC0457* NAVD 88     -         4.392  (meters)      14.41   (feet)  ADJUSTED  
 OC0457  ___________________________________________________________________
 OC0457  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 OC0457  DYNAMIC HT  -           4.391 (meters)      14.41  (feet)  COMP
 OC0457  MODELED GRAV-     980,473.1   (mgal)                       NAVD 88
 OC0457
 OC0457  VERT ORDER  -  SECOND    CLASS 0
 OC0457
 OC0457.The horizontal coordinates were scaled from a topographic map and have
 OC0457.an estimated accuracy of +/- 6 seconds.
 OC0457
 OC0457.The orthometric height was determined by differential leveling
 OC0457.and adjusted by the National Geodetic Survey in June 1991..
 OC0457
 OC0457.The geoid height was determined by GEOID03.
 OC0457
 OC0457.The dynamic height is computed by dividing the NAVD 88
 OC0457.geopotential number by the normal gravity value computed on the
 OC0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0457.degrees latitude (g = 980.6199 gals.).
 OC0457
 OC0457.The modeled gravity was interpolated from observed gravity values.
 OC0457
 OC0457;                    North         East    Units  Estimated Accuracy
 OC0457;SPC ME W     -    51,120.      867,360.      MT  (+/- 180 meters Scaled)
 OC0457
 OC0457                          SUPERSEDED SURVEY CONTROL
 OC0457
 OC0457  NGVD 29 (??/??/92)    4.618  (m)           15.15   (f) ADJ UNCH    2 0
 OC0457
 OC0457.Superseded values are not recommended for survey control.
 OC0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0457.See file dsdata.txt to determine how the superseded data were derived.
 OC0457
 OC0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH727945(NAD 83)
 OC0457_MARKER: DZ = AZIMUTH MARK DISK
 OC0457_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OC0457_SP_SET: RETAINING WALL
 OC0457_STAMPING: MOODY PT 153 1943
 OC0457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC0457
 OC0457  HISTORY     - Date     Condition        Report By
 OC0457  HISTORY     - 1941     MONUMENTED       CGS
 OC0457  HISTORY     - 1943     GOOD             CGS
 OC0457  HISTORY     - 1976     MARK NOT FOUND   NGS
 OC0457  HISTORY     - 20060326 MARK NOT FOUND   GEOCAC
 OC0457
 OC0457                          STATION DESCRIPTION
 OC0457
 OC0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 OC0457'2 MI SE FROM WELLS.
 OC0457'3.8 MILES SOUTHEAST OF WELLS, YORK COUNTY.  THIS BENCH MARK MAY
 OC0457'BE REACHED FROM THE POST OFFICE BY GOING 2.2 MILES SOUTH ALONG
 OC0457'U.S. HIGHWAY 1, THENCE 1.1 MILES EAST ALONG LOWER BEACH ROAD,
 OC0457'AND THENCE 0.45 MILE NORTH ALONG A ROAD.  IT IS ON MOODY POINT,
 OC0457'40 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A BROWN SHINGLED
 OC0457'HOUSE, 40 FEET NORTH OF THE SMALL WAYS WHERE THE FISHING BOATS
 OC0457'ARE HAULED OUT OF THE WATER, AND IN THE TOP OF THE CONCRETE
 OC0457'RETAINING WALL ALONG THE SHORE.
 OC0457
 OC0457                          STATION RECOVERY (1976)
 OC0457
 OC0457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0457'MARK NOT FOUND.
 OC0457
 OC0457                          STATION RECOVERY (2006)
 OC0457
 OC0457'RECOVERY NOTE BY GEOCACHING 2006 (JKS)
 OC0457'MARK NOT FOUND. DESCRIPTION NO LONGER MATCHES THE AREA. SUBMITTED BY
 OC0457'JOHN K. SNYDER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0455 ***********************************************************************
 OC0455  DESIGNATION -  MOODY PT 153 RM 1
 OC0455  PID         -  OC0455
 OC0455  STATE/COUNTY-  ME/YORK
 OC0455  USGS QUAD   -  WELLS (1979)
 OC0455
 OC0455                         *CURRENT SURVEY CONTROL
 OC0455  ___________________________________________________________________
 OC0455* NAD 83(1986)-  43 17 12.     (N)    070 34 18.     (W)     SCALED    
 OC0455* NAVD 88     -         8.091  (meters)      26.55   (feet)  ADJUSTED  
 OC0455  ___________________________________________________________________
 OC0455  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 OC0455  DYNAMIC HT  -           8.089 (meters)      26.54  (feet)  COMP
 OC0455  MODELED GRAV-     980,473.2   (mgal)                       NAVD 88
 OC0455
 OC0455  VERT ORDER  -  SECOND    CLASS 0
 OC0455
 OC0455.The horizontal coordinates were scaled from a topographic map and have
 OC0455.an estimated accuracy of +/- 6 seconds.
 OC0455
 OC0455.The orthometric height was determined by differential leveling
 OC0455.and adjusted by the National Geodetic Survey in June 1991..
 OC0455
 OC0455.The geoid height was determined by GEOID03.
 OC0455
 OC0455.The dynamic height is computed by dividing the NAVD 88
 OC0455.geopotential number by the normal gravity value computed on the
 OC0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0455.degrees latitude (g = 980.6199 gals.).
 OC0455
 OC0455.The modeled gravity was interpolated from observed gravity values.
 OC0455
 OC0455;                    North         East    Units  Estimated Accuracy
 OC0455;SPC ME W     -    50,440.      867,130.      MT  (+/- 180 meters Scaled)
 OC0455
 OC0455                          SUPERSEDED SURVEY CONTROL
 OC0455
 OC0455  NGVD 29 (??/??/92)    8.316  (m)           27.28   (f) ADJ UNCH    2 0
 OC0455
 OC0455.Superseded values are not recommended for survey control.
 OC0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0455.See file dsdata.txt to determine how the superseded data were derived.
 OC0455
 OC0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH724938(NAD 83)
 OC0455_MARKER: DR = REFERENCE MARK DISK
 OC0455_SETTING: 66 = SET IN ROCK OUTCROP
 OC0455_SP_SET: ROCK LEDGE
 OC0455_STAMPING: MOODY PT 153 1943 1
 OC0455_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC0455+STABILITY: POSITION/ELEVATION WELL
 OC0455
 OC0455  HISTORY     - Date     Condition        Report By
 OC0455  HISTORY     - 1943     MONUMENTED       CGS
 OC0455  HISTORY     - 1976     MARK NOT FOUND   NGS
 OC0455
 OC0455                          STATION DESCRIPTION
 OC0455
 OC0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 OC0455'2.5 MI SW FROM WELLS.
 OC0455'2.2 MILES SOUTH ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 OC0455'WELLS, YORK COUNTY, THENCE 1.1 MILES EAST ALONG LOWER BEACH ROAD,
 OC0455'ON MOODY POINT, AT THE ARMY FIRE CONTROL TOWER, 120 FEET NORTHWEST
 OC0455'OF THE TOWER, AT A ROAD INTERSECTION, 12 FEET EAST OF THE
 OC0455'NORTH-AND-SOUTH ROAD, AND IN AN OUTCROPPING LEDGE ROCK FLUSH
 OC0455'WITH THE GROUND.
 OC0455
 OC0455                          STATION RECOVERY (1976)
 OC0455
 OC0455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0455'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0456 ***********************************************************************
 OC0456  DESIGNATION -  MOODY PT 153 RM 2
 OC0456  PID         -  OC0456
 OC0456  STATE/COUNTY-  ME/YORK
 OC0456  USGS QUAD   -  WELLS (1979)
 OC0456
 OC0456                         *CURRENT SURVEY CONTROL
 OC0456  ___________________________________________________________________
 OC0456* NAD 83(1986)-  43 17 12.     (N)    070 34 18.     (W)     SCALED    
 OC0456* NAVD 88     -         6.598  (meters)      21.65   (feet)  ADJUSTED  
 OC0456  ___________________________________________________________________
 OC0456  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 OC0456  DYNAMIC HT  -           6.597 (meters)      21.64  (feet)  COMP
 OC0456  MODELED GRAV-     980,473.2   (mgal)                       NAVD 88
 OC0456
 OC0456  VERT ORDER  -  SECOND    CLASS 0
 OC0456
 OC0456.The horizontal coordinates were scaled from a topographic map and have
 OC0456.an estimated accuracy of +/- 6 seconds.
 OC0456
 OC0456.The orthometric height was determined by differential leveling
 OC0456.and adjusted by the National Geodetic Survey in June 1991..
 OC0456
 OC0456.The geoid height was determined by GEOID03.
 OC0456
 OC0456.The dynamic height is computed by dividing the NAVD 88
 OC0456.geopotential number by the normal gravity value computed on the
 OC0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0456.degrees latitude (g = 980.6199 gals.).
 OC0456
 OC0456.The modeled gravity was interpolated from observed gravity values.
 OC0456
 OC0456;                    North         East    Units  Estimated Accuracy
 OC0456;SPC ME W     -    50,440.      867,130.      MT  (+/- 180 meters Scaled)
 OC0456
 OC0456                          SUPERSEDED SURVEY CONTROL
 OC0456
 OC0456  NGVD 29 (??/??/92)    6.823  (m)           22.39   (f) ADJ UNCH    2 0
 OC0456
 OC0456.Superseded values are not recommended for survey control.
 OC0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0456.See file dsdata.txt to determine how the superseded data were derived.
 OC0456
 OC0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH724938(NAD 83)
 OC0456_MARKER: DR = REFERENCE MARK DISK
 OC0456_SETTING: 66 = SET IN ROCK OUTCROP
 OC0456_SP_SET: ROCK LEDGE
 OC0456_STAMPING: MOODY PT 153 1941 2
 OC0456_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC0456+STABILITY: POSITION/ELEVATION WELL
 OC0456
 OC0456  HISTORY     - Date     Condition        Report By
 OC0456  HISTORY     - 1941     MONUMENTED       CGS
 OC0456  HISTORY     - 1943     GOOD             NGS
 OC0456  HISTORY     - 1976     MARK NOT FOUND   NGS
 OC0456
 OC0456                          STATION DESCRIPTION
 OC0456
 OC0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 OC0456'2.5 MI SE FROM WELLS.
 OC0456'2.2 MILES SOUTH ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 OC0456'WELLS, YORK COUNTY, THENCE 1.1 MILES EAST ALONG LOWER BEACH
 OC0456'ROAD, ON MOODY POINT, AT THE ARMY FIRE CONTROL TOWER, AT A ROAD
 OC0456'INTERSECTION, 150 FEET EAST OF THE NORTH-AND-SOUTH ROAD, 150
 OC0456'FEET NORTH OF THE EAST-AND-WEST ROAD, AND IN AN OUTCROPPING LEDGE
 OC0456'ROCK FLUSH WITH THE GROUND.
 OC0456
 OC0456                          STATION RECOVERY (1976)
 OC0456
 OC0456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0456'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1851 ***********************************************************************
 QF1851  DESIGNATION -  MOON
 QF1851  PID         -  QF1851
 QF1851  STATE/COUNTY-  ME/AROOSTOOK
 QF1851  USGS QUAD   -  ORIENT (1989)
 QF1851
 QF1851                         *CURRENT SURVEY CONTROL
 QF1851  ___________________________________________________________________
 QF1851* NAD 83(1996)-  45 47 24.02717(N)    067 48 31.98678(W)     ADJUSTED  
 QF1851* NAVD 88     -       133.     (meters)     436.     (feet)  SCALED    
 QF1851  ___________________________________________________________________
 QF1851  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 QF1851  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 QF1851
 QF1851  HORZ ORDER  -  THIRD
 QF1851
 QF1851.The horizontal coordinates were established by classical geodetic methods
 QF1851.and adjusted by the National Geodetic Survey in March 1998..
 QF1851
 QF1851.The orthometric height was scaled from a topographic map.
 QF1851
 QF1851.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1851
 QF1851.The geoid height was determined by GEOID03.
 QF1851
 QF1851;                    North         East     Units Scale Factor Converg.
 QF1851;SPC ME E     -   236,168.077   353,732.787   MT  0.99993548   +0 29 43.4
 QF1851;UTM  19      - 5,071,406.140   592,578.882   MT  0.99970537   +0 51 13.8
 QF1851
 QF1851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1851!SPC ME E     -   0.99998289  x   0.99993548  =   0.99991838
 QF1851!UTM  19      -   0.99998289  x   0.99970537  =   0.99968827
 QF1851
 QF1851:                Primary Azimuth Mark                     Grid Az
 QF1851:SPC ME E     -  CARIBOU                                  002 20 55.7
 QF1851:UTM  19      -  CARIBOU                                  001 59 25.3
 QF1851
 QF1851|---------------------------------------------------------------------|
 QF1851| PID    Reference Object                     Distance      Geod. Az  |
 QF1851|                                                           dddmmss.s |
 QF1851| QF1852 CARIBOU                             APPROX. 0.9 KM 0025039.1 |
 QF1851| QF1938 MEDSELENE TABLET IBC                 18.980 METERS 17428     |
 QF1851| CE8968 MOON RM 2                            17.540 METERS 22322     |
 QF1851|---------------------------------------------------------------------|
 QF1851
 QF1851                          SUPERSEDED SURVEY CONTROL
 QF1851
 QF1851  NAD 83(1992)-  45 47 24.02432(N)    067 48 31.98525(W) AD(       ) 3
 QF1851  NAD 83(1986)-  45 47 24.02915(N)    067 48 32.00488(W) AD(       ) 3
 QF1851  NAD 27      -  45 47 23.81800(N)    067 48 33.96100(W) AD(       ) 3
 QF1851
 QF1851.Superseded values are not recommended for survey control.
 QF1851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1851.See file dsdata.txt to determine how the superseded data were derived.
 QF1851
 QF1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9257971406(NAD 83)
 QF1851_MARKER: Z = SEE DESCRIPTION
 QF1851_SETTING: 0 = UNSPECIFIED SETTING
 QF1851
 QF1851  HISTORY     - Date     Condition        Report By
 QF1851  HISTORY     - 1946     MONUMENTED       IBC
 QF1851  HISTORY     - 1955     GOOD             IBC
 QF1851
 QF1851                          STATION DESCRIPTION
 QF1851
 QF1851'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF1851'STATION IS ON THE E SIDE OF THE SE POINT OF HALF MOON ISLAND IN
 QF1851'GRAND LAKE.  IT IS ABOUT 50 FEET N OF THE POINT, 10 FEET
 QF1851'INSHORE FROM THE LAKE AT HIGH WATER, AND 2 FEET ABOVE HIGH WATER.
 QF1851'
 QF1851'STATION MARK IS A STANDARD I.B.C. STATION BRONZE DISK CEMENTED
 QF1851'IN A DRILL HOLE IN A SQUARE STONE ABOUT 18 INCHES ON A SIDE AND
 QF1851'10 INCHES THICK SET IN THE GROUND WITH ITS TOP ABOUT 4 INCHES
 QF1851'BELOW THE GROUND LEVEL.  THE SUBSURFACE MARK IS A CROSS IN THE
 QF1851'TOP OF A SQUARE PIECE OF BRONZE METAL CEMENTED IN A DRILL HOLE
 QF1851'IN A FLAT STONE 10 INCHES SQUARE AND 4 INCHES THICK BURIED 2-1/2
 QF1851'FEET UNDERGROUND.
 QF1851'
 QF1851'REFERENCE MARK 1 IS MEDSELENE TABLET DESCRIBED ABOVE.
 QF1851'
 QF1851'REFERENCE MARK 2 IS A DRILL HOLE IN A ROCK 2 FEET IN DIAMETER
 QF1851'AND 2 FEET HIGH, 6 FEET INSIDE THE SHORELINE AT HIGH WATER, AT
 QF1851'THE FOOT OF THE HIGH BANK ALONG THE S SHORE OF THE ISLAND 40
 QF1851'FEET W OF THE POINT.
 QF1851
 QF1851                          STATION RECOVERY (1955)
 QF1851
 QF1851'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1851'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0646 ***********************************************************************
 PD0646  DESIGNATION -  MOON
 PD0646  PID         -  PD0646
 PD0646  STATE/COUNTY-  ME/WASHINGTON
 PD0646  USGS QUAD   -  WEST LUBEC (1975)
 PD0646
 PD0646                         *CURRENT SURVEY CONTROL
 PD0646  ___________________________________________________________________
 PD0646* NAD 83(1996)-  44 52 18.15873(N)    067 02 41.83449(W)     ADJUSTED  
 PD0646* NAVD 88     -         4.5    (meters)      15.     (feet)  VERTCON   
 PD0646  ___________________________________________________________________
 PD0646  LAPLACE CORR-           3.44  (seconds)                    DEFLEC99
 PD0646  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 PD0646
 PD0646  HORZ ORDER  -  THIRD
 PD0646
 PD0646.The horizontal coordinates were established by classical geodetic methods
 PD0646.and adjusted by the National Geodetic Survey in March 1998..
 PD0646
 PD0646.The NAVD 88 height was computed by applying the VERTCON shift value to
 PD0646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PD0646
 PD0646.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0646
 PD0646.The geoid height was determined by GEOID03.
 PD0646
 PD0646;                    North         East     Units Scale Factor Converg.
 PD0646;SPC ME E     -   134,918.166   414,970.074   MT  1.00006249   +1 01 36.0
 PD0646;UTM  19      - 4,970,558.489   654,431.173   MT  0.99989327   +1 22 46.6
 PD0646
 PD0646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0646!SPC ME E     -   1.00000281  x   1.00006249  =   1.00006530
 PD0646!UTM  19      -   1.00000281  x   0.99989327  =   0.99989608
 PD0646
 PD0646                          SUPERSEDED SURVEY CONTROL
 PD0646
 PD0646  NAD 83(1992)-  44 52 18.14883(N)    067 02 41.83612(W) AD(       ) 3
 PD0646  NAD 83(1986)-  44 52 18.14697(N)    067 02 41.83504(W) AD(       ) 3
 PD0646  NGVD 29 (09/20/87)    4.7    (m)           15.     (f) VERT ANG       
 PD0646
 PD0646.Superseded values are not recommended for survey control.
 PD0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0646.See file dsdata.txt to determine how the superseded data were derived.
 PD0646
 PD0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5443170558(NAD 83)
 PD0646_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PD0646_SETTING: 66 = SET IN ROCK OUTCROP
 PD0646_SP_SET: SET IN A ROCK LEDGE
 PD0646_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0646_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0646+STABILITY: POSITION/ELEVATION WELL
 PD0646
 PD0646  HISTORY     - Date     Condition        Report By
 PD0646  HISTORY     - UNK      MONUMENTED
 PD0646  HISTORY     - 1986     GOOD             NOS
 PD0646
 PD0646                          STATION DESCRIPTION
 PD0646
 PD0646'DESCRIBED BY NATIONAL OCEAN SERVICE 1986 (JGF)
 PD0646'THE STATION IS LOCATED ON THE WEST SIDE OF SEAWARD NECK APPROXIMATELY
 PD0646'0.5 MILE EAST-NORTHEAST FROM THE NORTH END OF LONG ISLAND.  IT IS
 PD0646'ON THE SOUTH TIP OF A POINT WITH SMALL BAY TO THE SOUTH AND EAST.
 PD0646'
 PD0646'THE STATION WAS REACHED BY BOAT.
 PD0646'
 PD0646'THE STATION IS USC+GS TOPOGRAPHIC DISK STAMPED---MOON 1946---,
 PD0646'CEMENTED IN A DRILL HOLE IN A ROCK LEDGE APPROXIMATELY 3.04 METERS
 PD0646'(10 FT) ABOVE HIGH WATER, 3.65 METERS (12 FT) WEST FROM TREE LINE,
 PD0646'AND .60 METERS (2 FT) EAST OF CLIFF.
 PD0646'
 PD0646'HEIGHT OF LIGHT SHOWN WAS 1.6 METERS ABOVE THE MARK.
 PD0646'DESCRIBED BY J. G. FREDERICK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0228 ***********************************************************************
 PE0228  DESIGNATION -  MOORE
 PE0228  PID         -  PE0228
 PE0228  STATE/COUNTY-  ME/HANCOCK
 PE0228  USGS QUAD   -  WINTER HARBOR (1985)
 PE0228
 PE0228                         *CURRENT SURVEY CONTROL
 PE0228  ___________________________________________________________________
 PE0228* NAD 83(1986)-  44 23 52.     (N)    068 01 20.     (W)     SCALED    
 PE0228* NAVD 88     -        15.176  (meters)      49.79   (feet)  ADJUSTED  
 PE0228  ___________________________________________________________________
 PE0228  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 PE0228  DYNAMIC HT  -          15.175 (meters)      49.79  (feet)  COMP
 PE0228  MODELED GRAV-     980,564.4   (mgal)                       NAVD 88
 PE0228
 PE0228  VERT ORDER  -  SECOND    CLASS 0
 PE0228
 PE0228.The horizontal coordinates were scaled from a topographic map and have
 PE0228.an estimated accuracy of +/- 6 seconds.
 PE0228
 PE0228.The orthometric height was determined by differential leveling
 PE0228.and adjusted by the National Geodetic Survey in June 1991..
 PE0228
 PE0228.The geoid height was determined by GEOID03.
 PE0228
 PE0228.The dynamic height is computed by dividing the NAVD 88
 PE0228.geopotential number by the normal gravity value computed on the
 PE0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0228.degrees latitude (g = 980.6199 gals.).
 PE0228
 PE0228.The modeled gravity was interpolated from observed gravity values.
 PE0228
 PE0228;                    North         East    Units  Estimated Accuracy
 PE0228;SPC ME E     -    81,340.      338,060.      MT  (+/- 180 meters Scaled)
 PE0228
 PE0228                          SUPERSEDED SURVEY CONTROL
 PE0228
 PE0228  NGVD 29 (??/??/92)   15.375  (m)           50.44   (f) ADJ UNCH    2 0
 PE0228
 PE0228.Superseded values are not recommended for survey control.
 PE0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0228.See file dsdata.txt to determine how the superseded data were derived.
 PE0228
 PE0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK778165(NAD 83)
 PE0228_MARKER: DS = TRIANGULATION STATION DISK
 PE0228_SETTING: 66 = SET IN ROCK OUTCROP
 PE0228_SP_SET: ROCK OUTCROP
 PE0228_STAMPING: MOORE
 PE0228_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0228+STABILITY: POSITION/ELEVATION WELL
 PE0228
 PE0228  HISTORY     - Date     Condition        Report By
 PE0228  HISTORY     - UNK      MONUMENTED       CGS
 PE0228  HISTORY     - 1962     GOOD             CGS
 PE0228  HISTORY     - 1962     GOOD             NGS
 PE0228  HISTORY     - 1966     GOOD             NGS
 PE0228
 PE0228                          STATION DESCRIPTION
 PE0228
 PE0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (GG)
 PE0228'1.0 MILE SOUTH ON STATE HIGHWAY 186 FROM THE POST OFFICE AT PROSPECT
 PE0228'HARBOR.  SET IN A DRILL HOLE IN THE TOP AND AT THE HIGHEST POINT OF
 PE0228'A ROCK OUTCROP.  225 FEET WEST OF A FRAME BUILDING, (SPINSONS
 PE0228'STORE), 175 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 160
 PE0228'FEET NORTHEAST OF THE NORTHEAST CORNER OF A 2 STORIED HOUSE WHICH
 PE0228'SETS ON TOP OF A HILL AND 25 FEET ABOVE THE HIGHWAY.
 PE0228'
 PE0228'1.0 MILE SOUTH ON STATE HIGHWAY 186 FROM THE POST OFFICE AT PROSPECT
 PE0228'HARBOR.  SET IN A DRILL HOLE IN THE TOP AND AT THE NORTHWEST CORNER
 PE0228'OF THE BOTTOM CONCRETE STEP OF FRAME BUILDING (SPINSONS STORE),
 PE0228'52 FEET EAST OF THE CENTER LINE OF THE HIGHWAY AND 1 FOOT ABOVE
 PE0228'THE GROUND.  NOTE--THIS MARK WAS ESTABLISHED BY MR. CARROLL F.
 PE0228'MERRIAM OF PROSPECT HARBOR, MAINE.
 PE0228
 PE0228                          STATION RECOVERY (1962)
 PE0228
 PE0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 PE0228'1 MI S FROM PROSPECT HARBOR.
 PE0228'1.0 MILE SOUTH ON STATE HIGHWAY 186 FROM THE POST OFFICE AT
 PE0228'PROSPECT HARBOR.  SET IN A DRILL HOLE IN THE TOP AND AT THE
 PE0228'HIGHEST POINT OF A ROCK OUTCROP, 225 FEET WEST OF A FRAME
 PE0228'BUILDING, (SPINSONS STORE), 175 FEET NORTHWEST OF THE CENTER
 PE0228'LINE OF THE HIGHWAY, 160 FEET NORTHEAST OF THE NORTHEAST CORNER
 PE0228'OF A 2 STORIED HOUSE WHICH SETS ON TOP OF A HILL AND 25 FEET
 PE0228'ABOVE THE HIGHWAY.
 PE0228
 PE0228                          STATION RECOVERY (1966)
 PE0228
 PE0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 PE0228'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0028 ***********************************************************************
 RE0028  DESIGNATION -  MOOSE
 RE0028  PID         -  RE0028
 RE0028  STATE/COUNTY-  ME/AROOSTOOK
 RE0028  USGS QUAD   -  TWIN BROOK (1984)
 RE0028
 RE0028                         *CURRENT SURVEY CONTROL
 RE0028  ___________________________________________________________________
 RE0028* NAD 83(1996)-  46 07 43.02136(N)    067 53 44.98773(W)     ADJUSTED  
 RE0028* NAVD 88     -       130.391  (meters)     427.79   (feet)  ADJUSTED  
 RE0028  ___________________________________________________________________
 RE0028  LAPLACE CORR-           2.46  (seconds)                    DEFLEC99
 RE0028  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 RE0028  DYNAMIC HT  -         130.398 (meters)     427.81  (feet)  COMP
 RE0028  MODELED GRAV-     980,669.8   (mgal)                       NAVD 88
 RE0028
 RE0028  HORZ ORDER  -  SECOND
 RE0028  VERT ORDER  -  SECOND    CLASS 0
 RE0028
 RE0028.The horizontal coordinates were established by classical geodetic methods
 RE0028.and adjusted by the National Geodetic Survey in March 1998..
 RE0028
 RE0028.The orthometric height was determined by differential leveling
 RE0028.and adjusted by the National Geodetic Survey in June 1991..
 RE0028
 RE0028.The Laplace correction was computed from DEFLEC99 derived deflections.
 RE0028
 RE0028.The geoid height was determined by GEOID03.
 RE0028
 RE0028.The dynamic height is computed by dividing the NAVD 88
 RE0028.geopotential number by the normal gravity value computed on the
 RE0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0028.degrees latitude (g = 980.6199 gals.).
 RE0028
 RE0028.The modeled gravity was interpolated from observed gravity values.
 RE0028
 RE0028;                    North         East     Units Scale Factor Converg.
 RE0028;SPC ME E     -   273,746.098   346,687.748   MT  0.99992679   +0 26 08.0
 RE0028;UTM  19      - 5,108,930.449   585,299.926   MT  0.99968944   +0 47 45.7
 RE0028
 RE0028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RE0028!SPC ME E     -   0.99998326  x   0.99992679  =   0.99991005
 RE0028!UTM  19      -   0.99998326  x   0.99968944  =   0.99967271
 RE0028
 RE0028:                Primary Azimuth Mark                     Grid Az
 RE0028:SPC ME E     -  HOULTON                                  084 46 47.1
 RE0028:UTM  19      -  HOULTON                                  084 25 09.4
 RE0028
 RE0028|---------------------------------------------------------------------|
 RE0028| PID    Reference Object                     Distance      Geod. Az  |
 RE0028|                                                           dddmmss.s |
 RE0028| RE0032 HOULTON                             APPROX. 2.6 KM 0851255.1 |
 RE0028| RE0703 HOULTON TV INC MAST                 APPROX. 5.6 KM 1010257.8 |
 RE0028| DA5521 MOOSE AZ MK                                        1713419.6 |
 RE0028| RE0029 MOOSE RM 1                           30.230 METERS 21618     |
 RE0028| DA5522 MOOSE RM 2                           31.226 METERS 32659     |
 RE0028|---------------------------------------------------------------------|
 RE0028
 RE0028                          SUPERSEDED SURVEY CONTROL
 RE0028
 RE0028  NAD 83(1992)-  46 07 43.01819(N)    067 53 44.98747(W) AD(       ) 2
 RE0028  NAD 83(1986)-  46 07 43.02329(N)    067 53 45.01357(W) AD(       ) 2
 RE0028  NAD 27      -  46 07 42.82840(N)    067 53 46.95210(W) AD(       ) 2
 RE0028  NGVD 29 (??/??/92)  130.580  (m)          428.41   (f) ADJ UNCH    2 0
 RE0028
 RE0028.Superseded values are not recommended for survey control.
 RE0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0028.See file dsdata.txt to determine how the superseded data were derived.
 RE0028
 RE0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM8530008930(NAD 83)
 RE0028_MARKER: DS = TRIANGULATION STATION DISK
 RE0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RE0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RE0028_STAMPING: MOOSE 1959
 RE0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RE0028+STABILITY: SURFACE MOTION
 RE0028
 RE0028  HISTORY     - Date     Condition        Report By
 RE0028  HISTORY     - 1959     MONUMENTED       CGS
 RE0028  HISTORY     - 1959     GOOD             CGS
 RE0028  HISTORY     - 1972     SEE DESCRIPTION  MEDT
 RE0028  HISTORY     - 1975     SEE DESCRIPTION  NGS
 RE0028  HISTORY     - 1978     MARK NOT FOUND   NGS
 RE0028
 RE0028                          STATION DESCRIPTION
 RE0028
 RE0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (HRL)
 RE0028'STATION IS LOCATED IN A FARM YARD ALONG THE NORTH SIDE OF
 RE0028'U.S. HIGHWAY NO. 2, ABOUT 2-1/2 MILES WEST OF HOULTON.  STATION
 RE0028'A STANDARD DISK SET IN A 12X12 INCH CONCRETE MONUMENT AND
 RE0028'STAMPED MOOSE 1959 IS 22 FEET WEST OF THE NORTHWEST CORNER OF
 RE0028'A POTATO BARN, 53 FEET NORTHWEST OF THE SOUTHWEST CORNER OF
 RE0028'POTATO BARN AND 74 FEET EAST OF NORTHEAST CORNER OF BARN.  THE
 RE0028'MARK IS SET FLUSH WITH THE GROUND.
 RE0028'
 RE0028'TO REACH FROM THE ROTARY CIRCLE IN HOULTON, GO NORTH ON
 RE0028'U.S. HIGHWAY NO. 2 FOR 0.2 MILE TO JUNCTION OF U.S. HIGHWAYS NO. 2
 RE0028'AND 1.  TURN LEFT AND GO WEST ON U.S. HIGHWAY NO. 2 FOR 2.75 MILE
 RE0028'TO A SIDE ROAD LEFT.  CONTINUE WESTERLY ON U.S. HIGHWAY NO. 2
 RE0028'FOR 0.05 MILE TO DRIVE WAY ON RIGHT (NORTH) SIDE OF HIGHWAY.
 RE0028'TURN RIGHT AND GO NORTH ON DRIVEWAY FOR 0.05 MILE TO STATION AS
 RE0028'DESCRIBED.  TO REACH AZIMUTH MARK FROM STATION, GO SOUTH
 RE0028'0.05 MILE TO HIGHWAY, TURN LEFT AND GO EAST ON HIGHWAY FOR 0.05
 RE0028'MILE TO SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON GRAVEL
 RE0028'ROAD FOR 0.15 MILE TO FARM ROAD RIGHT AND AZIMUTH MARK ON RIGHT
 RE0028'AS DESCRIBED.
 RE0028'
 RE0028'REFERENCE MARK NO. 1, A STANDARD DISK SET IN A 12X12 INCH
 RE0028'CONCRETE MONUMENT AND STAMPED MOOSE NO 1 1959 IS 20 FEET SOUTH
 RE0028'OF THE SOUTHEAST CORNER OF BARN, 11 FEET SOUTH OF APPROXIMATE
 RE0028'CENTERLINE OF DRIVEWAY AND 1-1/2 FEET EAST OF POWERLINE POLE.  THE
 RE0028'MARK PROJECTS 4 INCHES.
 RE0028'
 RE0028'REFERENCE MARK NO. 2, A STANDARD DISK SET IN A 12X12 INCH
 RE0028'CONCRETE MONUMENT AND STAMPED MOOSE NO 2 1959 IS 5 FEET SOUTH OF
 RE0028'AN APPLE TREE AND 14-1/2 FEET EAST OF AN APPLE TREE.  THE MARK
 RE0028'PROJECTS 3 INCHES.
 RE0028'
 RE0028'AZIMUTH MARK, A STANDARD DISK SET IN A 12X12 INCH CONCRETE
 RE0028'MONUMENT AND STAMPED MOOSE 1959 IS 63 FEET WEST OF APPROXIMATE
 RE0028'CENTERLINE OF ROAD AND 2 FEET NORTHWEST OF A WITNESS POST.  THE
 RE0028'MARK PROJECTS 4 INCHES.
 RE0028'
 RE0028'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 RE0028
 RE0028                          STATION RECOVERY (1959)
 RE0028
 RE0028'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 RE0028'2.7 MI W FROM HOULTON.
 RE0028'ABOUT 2.65 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION
 RE0028'U.S. HIGHWAY 1 AT HOULTON, THENCE NORTH ON DRIVEWAY FOR 0.05
 RE0028'MILE, 22 FEET WEST OF THE NORTHWEST CORNER OF A POTATO BARN,
 RE0028'53 FEET NORTHWEST OF THE SOUTHWEST CORNER OF A POTATO BARN,
 RE0028'74 FEET EAST OF NORTHEAST CORNER OF BARN, SET IN TOP OF A
 RE0028'CONCRETE POST AND SET FLUSH WITH THE GROUND.
 RE0028
 RE0028                          STATION RECOVERY (1972)
 RE0028
 RE0028'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1972 (BJR)
 RE0028'AZ MK MOOSE GOOD
 RE0028'
 RE0028'RM 2, RM 1, MOOSE DESTROYED BY EXTENSIVE BUILDING IN AREA
 RE0028
 RE0028                          STATION RECOVERY (1975)
 RE0028
 RE0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 RE0028'STATION MARK, REFERENCE MARKS 1 AND 2 WERE NOT RECOVERED AND THEY
 RE0028'ARE BELIEVED TO BE DESTROYED WHEN THE POTATO BARN WAS TORN DOWN
 RE0028'AND THE AREA WAS LEVELED OFF, THE AZIMUTH MARK WAS RECOVERED AND
 RE0028'FOUND IN GOOD CONDITION.
 RE0028'
 RE0028'STATION WAS LOCATED ABOUT 2-1/2 MILES WEST OF HOULTON AND IN A
 RE0028'FARM YARD NORTH OF U.S. HIGHWAY 2.
 RE0028'
 RE0028'TO REACH FROM THE TRAFFIC CIRCLE IN HOULTON, GO NORTH ON
 RE0028'U.S. HIGHWAYS 1 AND 2 FOR 0.2 MILE.  TURN LEFT, GO WEST ON
 RE0028'U.S. HIGHWAY 2 FOR 2.7 MILES TO SIDE ROAD LEFT (TURN LEFT, GO
 RE0028'SOUTH FOR 0.15 MILE TO THE AZIMUTH MARK ON RIGHT).  CONTINUE
 RE0028'AHEAD FOR 0.05 MILE TO DRIVEWAY INTO FARM YARD AND STATION ABOUT
 RE0028'100 YARDS TO THE NORTHEAST.
 RE0028'
 RE0028'AZIMUTH MARK IS A STANDARD DISK SET TOP OF A 12 INCH SQUARE
 RE0028'CONCRETE MONUMENT PROJECTING ABOUT 3 INCHES ABOVE GROUND AND IS
 RE0028'STAMPED MOOSE 1959.  IT IS 63 FEET WEST OF CENTER OF ROAD 2 FEET
 RE0028'NORTHWEST OF WITNESS POST.
 RE0028'
 RE0028'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RE0028'2-1/2 MILES WEST OF HOULTON.
 RE0028
 RE0028                          STATION RECOVERY (1978)
 RE0028
 RE0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 RE0028'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2580 ***********************************************************************
 PE2580  DESIGNATION -  MOOSE
 PE2580  PID         -  PE2580
 PE2580  STATE/COUNTY-  ME/WALDO
 PE2580  USGS QUAD   -  SEARSPORT (1988)
 PE2580
 PE2580                         *CURRENT SURVEY CONTROL
 PE2580  ___________________________________________________________________
 PE2580* NAD 83(1996)-  44 25 42.22570(N)    068 56 46.23217(W)     ADJUSTED  
 PE2580* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 PE2580  ___________________________________________________________________
 PE2580  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 PE2580  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 PE2580
 PE2580  HORZ ORDER  -  THIRD
 PE2580
 PE2580.The horizontal coordinates were established by classical geodetic methods
 PE2580.and adjusted by the National Geodetic Survey in March 1998..
 PE2580.No horizontal observational check was made to the station.
 PE2580
 PE2580.The orthometric height was scaled from a topographic map.
 PE2580
 PE2580.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2580
 PE2580.The geoid height was determined by GEOID03.
 PE2580
 PE2580;                    North         East     Units Scale Factor Converg.
 PE2580;SPC ME E     -    84,726.526   264,475.993   MT  0.99991551   -0 18 44.4
 PE2580;UTM  19      - 4,919,457.044   504,284.152   MT  0.99960023   +0 02 15.6
 PE2580
 PE2580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2580!SPC ME E     -   1.00000345  x   0.99991551  =   0.99991896
 PE2580!UTM  19      -   1.00000345  x   0.99960023  =   0.99960368
 PE2580
 PE2580                          SUPERSEDED SURVEY CONTROL
 PE2580
 PE2580  NAD 83(1992)-  44 25 42.22751(N)    068 56 46.21089(W) AD(       ) 3
 PE2580  NAD 83(1986)-  44 25 42.23049(N)    068 56 46.21270(W) AD(       ) 3
 PE2580
 PE2580.Superseded values are not recommended for survey control.
 PE2580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2580.See file dsdata.txt to determine how the superseded data were derived.
 PE2580
 PE2580_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK0428419457(NAD 83)
 PE2580_MARKER: DD = SURVEY DISK
 PE2580_SETTING: 66 = SET IN ROCK OUTCROP
 PE2580_SP_SET: SET IN BEDROCK
 PE2580_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2580_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE2580+STABILITY: POSITION/ELEVATION WELL
 PE2580
 PE2580  HISTORY     - Date     Condition        Report By
 PE2580  HISTORY     - 1983     MONUMENTED       NOS
 PE2580
 PE2580                          STATION DESCRIPTION
 PE2580
 PE2580'DESCRIBED BY NATIONAL OCEAN SERVICE 1983 (RST)
 PE2580'THE STATION IS LOCATED ON THE NORTHWEST SIDE OF PENOBSCOT BAY
 PE2580'AT MOOSE POINT STATE PARK.
 PE2580'
 PE2580'TO REACH THE STATION FROM SEARSPORT, GO SOUTH ON US 1 TO
 PE2580'MOOSE POINT STATE PARK.  TURN LEFT INTO THE PARK AND DRIVE
 PE2580'TO THE LOOP PARKING LOT.  WALK ALONG THE TRAIL TO THE WEST SIDE
 PE2580'OF MOOSE POINT TO THE STATION.
 PE2580'
 PE2580'THE STATION IS A PLAIN BRONZE DISK 5 CM IN DIAMETER STAMPED
 PE2580'---MOOSE 1982---, SET FLUSH IN BEDROCK.
 PE2580'IT IS LOCATED
 PE2580'24.7 METERS (80.9 FT) WEST FROM A 1 METER SPRUCE TREE,
 PE2580'15.7 METERS (19 FT) EAST FROM THE WEST SIDE OF MOOSE POINT, AND
 PE2580'9.57 METERS (31.4 FT) NORTH FROM THE SOUTH END OF MOOSE POINT.
 PE2580'
 PE2580'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1126 ***********************************************************************
 PD1126  DESIGNATION -  MOOSE 1862
 PD1126  PID         -  PD1126
 PD1126  STATE/COUNTY-  ME/WASHINGTON
 PD1126  USGS QUAD   -  ADDISON (1975)
 PD1126
 PD1126                         *CURRENT SURVEY CONTROL
 PD1126  ___________________________________________________________________
 PD1126* NAD 83(1996)-  44 33 21.08502(N)    067 39 17.42893(W)     ADJUSTED  
 PD1126* NAVD 88     -        27.     (meters)      89.     (feet)  SCALED    
 PD1126  ___________________________________________________________________
 PD1126  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 PD1126  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 PD1126
 PD1126  HORZ ORDER  -  THIRD
 PD1126
 PD1126.The horizontal coordinates were established by classical geodetic methods
 PD1126.and adjusted by the National Geodetic Survey in March 1998..
 PD1126
 PD1126.The orthometric height was scaled from a topographic map.
 PD1126
 PD1126.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1126
 PD1126.The geoid height was determined by GEOID03.
 PD1126
 PD1126;                    North         East     Units Scale Factor Converg.
 PD1126;SPC ME E     -    99,139.436   367,144.217   MT  0.99995542   +0 35 34.8
 PD1126;UTM  19      - 4,934,493.633   606,835.104   MT  0.99974036   +0 56 37.9
 PD1126
 PD1126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD1126!SPC ME E     -   0.99999943  x   0.99995542  =   0.99995485
 PD1126!UTM  19      -   0.99999943  x   0.99974036  =   0.99973979
 PD1126
 PD1126:                Primary Azimuth Mark                     Grid Az
 PD1126:SPC ME E     -  INDIAN RIVER CHURCH 2                    024 18 42.6
 PD1126:UTM  19      -  INDIAN RIVER CHURCH 2                    023 57 39.5
 PD1126
 PD1126|---------------------------------------------------------------------|
 PD1126| PID    Reference Object                     Distance      Geod. Az  |
 PD1126|                                                           dddmmss.s |
 PD1126| PD1118 INDIAN RIVER CHURCH 2               APPROX. 2.1 KM 0245417.4 |
 PD1126| PD1119 INDIAN RIVER CHURCH 1               APPROX. 2.1 KM 0263402.8 |
 PD1126| PD1120 KELLY RESET                         APPROX. 1.6 KM 0675103.7 |
 PD1126|---------------------------------------------------------------------|
 PD1126
 PD1126                          SUPERSEDED SURVEY CONTROL
 PD1126
 PD1126  NAD 83(1992)-  44 33 21.08111(N)    067 39 17.42810(W) AD(       ) 3
 PD1126  NAD 83(1986)-  44 33 21.07715(N)    067 39 17.43121(W) AD(       ) 3
 PD1126  NAD 27      -  44 33 20.79400(N)    067 39 19.45600(W) AD(       ) 3
 PD1126
 PD1126.Superseded values are not recommended for survey control.
 PD1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1126.See file dsdata.txt to determine how the superseded data were derived.
 PD1126
 PD1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK0683534494(NAD 83)
 PD1126
 PD1126  HISTORY     - Date     Condition        Report By
 PD1126  HISTORY     - 1862     MONUMENTED       COASUR
 PD1126  HISTORY     - 1913     SEE DESCRIPTION  CGS
 PD1126  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PD1126  HISTORY     - 1945     SEE DESCRIPTION  CGS
 PD1126
 PD1126                          STATION DESCRIPTION
 PD1126
 PD1126'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 PD1126'STATION IS ON THE HIGHEST PART OF A HILL IN THE NORTHERN PART OF
 PD1126'MOOSE ISLAND, WHICH LIES BETWEEN INDIAN AND WEST RIVERS.  THE
 PD1126'HILL IS NOW COVERED BY A DENSE THICKET.  THE LEDGE ON WHICH THE
 PD1126'STATION IS PLACED IS ABOUT 1/4 MILE W OF INDIAN RIVER, ABOUT 1/2
 PD1126'MILE S OF THE N END OF THE ISLAND, AND ABOUT 150 METERS W OF THE
 PD1126'ROAD LEADING TO INDIAN RIVER VILLAGE.  IT MAY BE HARD TO FIND,
 PD1126'BUT CAN BEST BE REACHED BY LEAVING THE ROAD AT A POINT NEARLY
 PD1126'1/4 MILE N OF A HOUSE ON ITS WESTERN SIDE AND PROCEEDING
 PD1126'WESTERLY AND KEEPING NEAR THE SOUTHERLY SLOPE WHILE GOING UP
 PD1126'THE EASTERN ONE.  A PILE OF STONES PLACED OVER THE
 PD1126'STATION WILL ASSIST IN ITS LOCATION.  THE STATION IS A DRILL HOLE
 PD1126'SURROUNDED BY A TRIANGLE CUT IN THE ROCK.  A ROUNDED KNOB
 PD1126'ABOUT 3 INCHES HIGHER THAN THE REST OF THE LEDGE IS ABOUT 4
 PD1126'FEET SW OF THE STATION MARK.
 PD1126
 PD1126                          STATION RECOVERY (1934)
 PD1126
 PD1126'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PD1126'STATION RECOVERED AS DESCRIBED.  STATION WAS RE-MARKED, A STANDARD
 PD1126'DISK WEDGED IN THE DRILL HOLE, AND TWO REFERENCE MARKS, STANDARD
 PD1126'DISKS WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK, WERE SET.
 PD1126'
 PD1126'REFERENCE MARK NO. 1 IS NE OF THE STATION IN A FLAT LEDGE
 PD1126'WHICH IS NORMALLY COVERED WITH A FOOT OF EARTH.  IT IS IN AZIMUTH
 PD1126'57 DEG 00 MIN (MAG.) FROM THE STATION.
 PD1126'
 PD1126'REFERENCE MARK NO. 2 IS NNW OF THE STATION IN A BARE POINTED LEDGE.
 PD1126'
 PD1126'NO SIGNAL WAS BUILT, BUT A PILE OF ROCKS ABOUT 3 FEET HIGH WAS
 PD1126'PLACED OVER THE STATION.
 PD1126'
 PD1126'THE LEDGE IS COVERED WITH EARTH EXCEPT AT THE STATION AND THE
 PD1126'KNOLL IS THICKLY WOODED.
 PD1126'
 PD1126'THE STATION IS MOST EASILY REACHED BY FOLLOWING HIGHWAY 187
 PD1126'TO THE CONCRETE BRIDGE AT INDIAN RIVER.  TAKE DIRT ROAD AT N END
 PD1126'OF BRIDGE, AND FOLLOW SW 0.9 MILE TO BRIDGE.  WALK OVER BRIDGE
 PD1126'AND FOLLOW ROAD 1/2 MILE TO TRAIL LEADING W.  FOLLOW TRAIL ABOUT
 PD1126'1/8 MILE THEN FOLLOW RIDGE ABOUT 200 YARDS TO SUMMIT OF KNOLL.
 PD1126
 PD1126                          STATION RECOVERY (1945)
 PD1126
 PD1126'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (FLP)
 PD1126'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  HOWEVER,
 PD1126'THEY ARE COMPLETELY COVERED BY SOD, AND ROCKS MARK POSITION OF
 PD1126'STATION AND RMS.  A 3-FOOT PILE OF ROCKS IS OVER STATION AND
 PD1126'A 1-FOOT PILE ON EACH RM.  THE BRIDGE CONNECTING MOOSE ISLAND
 PD1126'WITH THE MAINLAND IS WASHED OUT.  A BOAT WAS USED TO CROSS TO
 PD1126'MOOSE ISLAND.
 PD1126'
 PD1126'TO REACH STATION AFTER LANDING ON N END OF MOOSE ISLAND
 PD1126'FOLLOW ROAD FOR 1/2 MILE TO A 50-FOOT SPRUCE TREE BLAZED ON N
 PD1126'SIDE AND WALK W 1/8 MILE TO RIDGE.  FOLLOW RIDGE FOR 200 YARDS
 PD1126'TO STATION.  NO TRAIL EXISTS BETWEEN ROAD AND RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1098 ***********************************************************************
 PD1098  DESIGNATION -  MOOSE A BEC RESET
 PD1098  PID         -  PD1098
 PD1098  STATE/COUNTY-  ME/WASHINGTON
 PD1098  USGS QUAD   -  JONESPORT (1977)
 PD1098
 PD1098                         *CURRENT SURVEY CONTROL
 PD1098  ___________________________________________________________________
 PD1098* NAD 83(1996)-  44 30 09.63247(N)    067 31 16.77486(W)     ADJUSTED  
 PD1098* NAVD 88     -        60.     (meters)     197.     (feet)  SCALED    
 PD1098  ___________________________________________________________________
 PD1098  LAPLACE CORR-           4.69  (seconds)                    DEFLEC99
 PD1098  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 PD1098
 PD1098  HORZ ORDER  -  SECOND
 PD1098
 PD1098.The horizontal coordinates were established by classical geodetic methods
 PD1098.and adjusted by the National Geodetic Survey in March 1998..
 PD1098
 PD1098.The orthometric height was scaled from a topographic map.
 PD1098
 PD1098.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1098
 PD1098.The geoid height was determined by GEOID03.
 PD1098
 PD1098;                    North         East     Units Scale Factor Converg.
 PD1098;SPC ME E     -    93,348.830   377,822.216   MT  0.99997445   +0 41 09.7
 PD1098;UTM  19      - 4,928,769.697   617,546.100   MT  0.99976992   +1 02 11.7
 PD1098
 PD1098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD1098!SPC ME E     -   0.99999422  x   0.99997445  =   0.99996867
 PD1098!UTM  19      -   0.99999422  x   0.99976992  =   0.99976414
 PD1098
 PD1098:                Primary Azimuth Mark                     Grid Az
 PD1098:SPC ME E     -  HOWARD                                   034 39 17.6
 PD1098:UTM  19      -  HOWARD                                   034 18 15.6
 PD1098
 PD1098|---------------------------------------------------------------------|
 PD1098| PID    Reference Object                     Distance      Geod. Az  |
 PD1098|                                                           dddmmss.s |
 PD1098| PD1029 HOWARD                              APPROX.17.3 KM 0352027.3 |
 PD1098| CE8117 MOOSE A BEC RM 1                     11.950 METERS 09721     |
 PD1098| CE8118 MOOSE A BEC RM 2                      9.167 METERS 14104     |
 PD1098| CE8119 MOOSE A BEC RM 3                      8.592 METERS 20128     |
 PD1098| PD1113 JONESPORT CHURCH SPIRE              APPROX. 6.9 KM 3000202.5 |
 PD1098|---------------------------------------------------------------------|
 PD1098
 PD1098                          SUPERSEDED SURVEY CONTROL
 PD1098
 PD1098  NAD 83(1992)-  44 30 09.62781(N)    067 31 16.77385(W) AD(       ) 2
 PD1098  NAD 83(1986)-  44 30 09.62354(N)    067 31 16.77696(W) AD(       ) 2
 PD1098  NAD 27      -  44 30 09.33800(N)    067 31 18.81100(W) AD(       ) 2
 PD1098
 PD1098.Superseded values are not recommended for survey control.
 PD1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1098.See file dsdata.txt to determine how the superseded data were derived.
 PD1098
 PD1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK1754628770(NAD 83)
 PD1098
 PD1098  HISTORY     - Date     Condition        Report By
 PD1098  HISTORY     - 1934     MONUMENTED       CGS
 PD1098  HISTORY     - 1913     SEE DESCRIPTION  CGS
 PD1098  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PD1098  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD1098  HISTORY     - 1966     SEE DESCRIPTION  CGS
 PD1098
 PD1098                          STATION DESCRIPTION
 PD1098
 PD1098'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 PD1098'STATION IS ON THE SUMMIT OF THE HIGHEST HILL ON HEAD HARBOR
 PD1098'ISLAND, ABOUT 4-1/2 MILES SE OF JONESPORT AND 2 MILES N BY E
 PD1098'FROM MOOSE PEAK LIGHTHOUSE AND NEARLY 1 MILE FROM THE S END OF
 PD1098'THE ISLAND.  THE HILL IS COVERED WITH A DENSE GROWTH OF TREES,
 PD1098'MOSTLY SPRUCE AND FIR, WITH MORE OR LESS BRUSH.  THE STATION IS
 PD1098'ON THE HIGHEST POINT OF A BROAD OPEN LEDGE, WHICH HAS A SHARP
 PD1098'DROP ABOUT 5 METERS TO THE SOUTHWARD, AND IS MARKED BY A DRILL
 PD1098'HOLE SURROUNDED BY A TRIANGLE CUT IN THE ROCK.  NEAR THE EDGE
 PD1098'OF THE LEDGE AND ON THE LINE TO MOOSE PEAK LIGHTHOUSE A CROSS
 PD1098'WAS CUT IN THE ROCK AT A DISTANCE OF 5.195 METERS FROM THE
 PD1098'STATION.
 PD1098
 PD1098                          STATION RECOVERY (1934)
 PD1098
 PD1098'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PD1098'THIS STATION WAS RECOVERED AS DESCRIBED.  STATION WAS RE-MARKED
 PD1098'AND THREE REFERENCE MARKS ESTABLISHED.  ALL MARKS ARE STANDARD
 PD1098'DISKS WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.
 PD1098'
 PD1098'REFERENCE MARK NO. 1 IS E OF THE STATION, REFERENCE MARK NO. 2
 PD1098'IS SE, AND REFERENCE MARK NO. 3 IS SSW, ALL ON BARE LEDGE, AND
 PD1098'ON THE EDGE OF THE VERTICAL DROP INTO THE GULLEY BELOW.
 PD1098'
 PD1098'THE WHOLE ISLAND IS DENSELY WOODED, AND THIS, TOGETHER WITH
 PD1098'FALLEN TREES MAKES TRAVEL ON THE ISLAND EXTREMELY DIFFICULT.
 PD1098'
 PD1098'THE STATION MAY BEST BE APPROACHED FROM THE COW YARD, A SMALL
 PD1098'COVE ON THE W SIDE OF THE ISLAND.  FROM HERE, THE GULLEY
 PD1098'MENTIONED ABOVE MAY BE APPROACHED THROUGH A CLEFT IN THE ROCK
 PD1098'JUST S OF A NARROW BARE SCAR ON THE SIDE OF THE HILL.  THE GULLEY
 PD1098'MAY BE FOLLOWED FAIRLY EASILY TO JUST UNDER THE STATION.
 PD1098'
 PD1098'A 30-FOOT SIGNAL ANCHORED WITH ROCK WAS BUILT OVER THE STATION.
 PD1098
 PD1098                          STATION RECOVERY (1946)
 PD1098
 PD1098'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD1098'THE STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 PD1098'
 PD1098'REFERENCE MARK DISTANCES WERE MEASURED AND FOUND TO BE CORRECT.
 PD1098'
 PD1098'THE EXISTING DESCRIPTION IS ADEQUATE.
 PD1098
 PD1098                          STATION RECOVERY (1966)
 PD1098
 PD1098'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JLC)
 PD1098'THE STATION MARK, REFERENCE MARKS 2 AND 3 WERE RECOVERED AND
 PD1098'FOUND IN GOOD CONDITION.  NO DATA WAS FURNISHED TO CHECK THE
 PD1098'DISTANCES AND DIRECTIONS TO THE MARKS.  FOLLOWING IS A COMPLETE
 PD1098'NEW DESCRIPTION.
 PD1098'
 PD1098'THE STATION IS LOCATED ON THE HIGHEST POINT OF HEAD HARBOR
 PD1098'ISLAND, ABOUT 4-1/4 MILES SOUTHEAST OF JONESPORT, 1-3/4 MILES NORTH
 PD1098'OF THE MOOSE PEAK LIGHTHOUSE AND 3/4 MILE EAST OF CROW POINT.
 PD1098'
 PD1098'THE ISLAND WAS REACHED FROM JONESPORT VIA COAST GUARD BOATS, A
 PD1098'LARGER BOAT TO APPROACH THE ISLAND AND A SMALL BOAT THROUGH
 PD1098'SHOAL WATER TO THE SHORE.  A STREAK OF BARE ROCK SHOWS PLAINLY FROM
 PD1098'THE COWS YARD (CHART C AND GS 304) RUNNING FROM THE SHORE LINE TO
 PD1098'THE APPARENT CREST OF THE HILL AND ALONG THIS OPEN GROUND THE
 PD1098'TRAVEL IS THE EASIEST, THENCE NORTH-NORTHWEST, PACKING THROUGH
 PD1098'TIMBER AND HEAVY UNDERBRUSH FOR ABOUT 20 MINUTES TO THE HIGHEST
 PD1098'POINT OF HILL AND THE STATION.
 PD1098'
 PD1098'THE STATION MARK IS A STANDARD DISK STAMPED MOOSE A BEC 1861 1934,
 PD1098'CEMENTED IN A DRILL HOLE IN LARGE OUTCROPPING BEDROCK WHICH PROJECTS
 PD1098'1 FOOT ABOVE THE GROUND SURFACE.  (NOTE 2)
 PD1098'
 PD1098'REFERENCE MARK 2 IS A STANDARD DISK STAMPED MOOSE A BEC NO 2 1861
 PD1098'1934, CEMENTED IN A DRILL HOLE IN A LARGE OUTCROPPING BEDROCK ON
 PD1098'THE SOUTH SLOPE OF THE HILL AND ABOUT 8 FEET LOWER IN ELEVATION
 PD1098'THAN THE STATION.  (NOTE 12 A)
 PD1098'
 PD1098'REFERENCE MARK 3 IS A STANDARD DISK STAMPED MOOSE A BEC NO 3
 PD1098'1861 1934 CEMENTED IN A DRILL HOLE IN A LARGE OUTCROPPING BEDROCK
 PD1098'ON THE SOUTHWEST SLOPE OF THE HILL AND ABOUT 10 FEET LOWER IN
 PD1098'ELEVATION THAN THE STATION.  (NOTE 12 A)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1051 ***********************************************************************
 PF1051  DESIGNATION -  MOOSE HILL
 PF1051  PID         -  PF1051
 PF1051  STATE/COUNTY-  ME/ANDROSCOGGIN
 PF1051  USGS QUAD   -  LIVERMORE FALLS (1967)
 PF1051
 PF1051                         *CURRENT SURVEY CONTROL
 PF1051  ___________________________________________________________________
 PF1051* NAD 83(1996)-  44 29 01.38237(N)    070 07 58.48845(W)     ADJUSTED  
 PF1051* NAVD 88     -       341.     (meters)    1119.     (feet)  SCALED    
 PF1051  ___________________________________________________________________
 PF1051  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 PF1051  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 PF1051
 PF1051  HORZ ORDER  -  THIRD
 PF1051
 PF1051.The horizontal coordinates were established by classical geodetic methods
 PF1051.and adjusted by the National Geodetic Survey in March 1998..
 PF1051
 PF1051.The orthometric height was scaled from a topographic map.
 PF1051
 PF1051.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1051
 PF1051.The geoid height was determined by GEOID03.
 PF1051
 PF1051;                    North         East     Units Scale Factor Converg.
 PF1051;SPC ME W     -   183,361.314   902,685.035   MT  0.99996676   +0 01 25.1
 PF1051;UTM  19      - 4,926,224.682   409,910.751   MT  0.99969981   -0 47 38.0
 PF1051
 PF1051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1051!SPC ME W     -   0.99995066  x   0.99996676  =   0.99991743
 PF1051!UTM  19      -   0.99995066  x   0.99969981  =   0.99965049
 PF1051
 PF1051:                Primary Azimuth Mark                     Grid Az
 PF1051:SPC ME W     -  SEBATTUS                                 173 22 27.6
 PF1051:UTM  19      -  SEBATTUS                                 174 11 30.7
 PF1051
 PF1051|---------------------------------------------------------------------|
 PF1051| PID    Reference Object                     Distance      Geod. Az  |
 PF1051|                                                           dddmmss.s |
 PF1051| PF1052 SEBATTUS                            APPROX.38.0 KM 1732352.7 |
 PF1051|---------------------------------------------------------------------|
 PF1051
 PF1051                          SUPERSEDED SURVEY CONTROL
 PF1051
 PF1051  NAD 83(1992)-  44 29 01.38189(N)    070 07 58.48640(W) AD(       ) 3
 PF1051  NAD 83(1986)-  44 29 01.38723(N)    070 07 58.49074(W) AD(       ) 3
 PF1051  NAD 27      -  44 29 01.16515(N)    070 08 00.29367(W) AD(       ) 3
 PF1051
 PF1051.Superseded values are not recommended for survey control.
 PF1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1051.See file dsdata.txt to determine how the superseded data were derived.
 PF1051
 PF1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK0991126225(NAD 83)
 PF1051_MARKER: DD = SURVEY DISK
 PF1051_SETTING: 66 = SET IN ROCK OUTCROP
 PF1051_SP_SET: SET IN ROCK OUTCROP
 PF1051_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PF1051+STABILITY: POSITION/ELEVATION WELL
 PF1051
 PF1051  HISTORY     - Date     Condition        Report By
 PF1051  HISTORY     - 1910     MONUMENTED       USGS
 PF1051
 PF1051                          STATION DESCRIPTION
 PF1051
 PF1051'DESCRIBED BY US GEOLOGICAL SURVEY 1910
 PF1051'A PROMINENT BARE HILL IN TOWN OF EAST LIVERMORE ABOUT 3.0 MI E.
 PF1051'OF LIVERMORE FALLS.  LAND OWNED BY F. H. RECORD AND BROTHER.
 PF1051'
 PF1051'STATION MARK,  A STANDARD TRIANGULATION DISK CEMENTED IN SOLID ROCK.
 PF1051'
 PF1051'REFERENCE MARK NO 1, A HOLE DRILLED 1 INCH DEEP IN LARGE BOULDER
 PF1051'38.5 FT DISTANT, N 67 DEG 17 MIN W.
 PF1051'
 PF1051'REFERENCE MARK NO 2, A HOLE DRILLED 8 IN. DEEP IN SOLID LEDGE 51.8 FT
 PF1051'DISTANT, N 54 DEG 44 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1044 ***********************************************************************
 PD1044  DESIGNATION -  MOOSE PEAK LH
 PD1044  PID         -  PD1044
 PD1044  STATE/COUNTY-  ME/WASHINGTON
 PD1044  USGS QUAD   -  GREAT WASS ISLAND (1975)
 PD1044
 PD1044                         *CURRENT SURVEY CONTROL
 PD1044  ___________________________________________________________________
 PD1044* NAD 83(1996)-  44 28 27.64831(N)    067 31 55.24545(W)     ADJUSTED  
 PD1044* NAVD 88     -                                                        
 PD1044  ___________________________________________________________________
 PD1044  LAPLACE CORR-           4.81  (seconds)                    DEFLEC99
 PD1044  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 PD1044
 PD1044  HORZ ORDER  -  THIRD
 PD1044
 PD1044.The horizontal coordinates were established by classical geodetic methods
 PD1044.and adjusted by the National Geodetic Survey in March 1998..
 PD1044
 PD1044
 PD1044.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1044
 PD1044.The geoid height was determined by GEOID03.
 PD1044
 PD1044;                    North         East     Units Scale Factor Converg.
 PD1044;SPC ME E     -    90,191.055   377,009.732   MT  0.99997291   +0 40 41.5
 PD1044;UTM  19      - 4,925,607.659   616,753.109   MT  0.99976763   +1 01 42.9
 PD1044
 PD1044                          SUPERSEDED SURVEY CONTROL
 PD1044
 PD1044  NAD 83(1992)-  44 28 27.64351(N)    067 31 55.24470(W) AD(       ) 4
 PD1044  NAD 83(1986)-  44 28 27.63925(N)    067 31 55.24792(W) AD(       ) 4
 PD1044  NAD 27      -  44 28 27.36700(N)    067 31 57.26900(W) AD(       ) 3
 PD1044
 PD1044.Superseded values are not recommended for survey control.
 PD1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1044.See file dsdata.txt to determine how the superseded data were derived.
 PD1044
 PD1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK1675325608(NAD 83)
 PD1044
 PD1044  HISTORY     - Date     Condition        Report By
 PD1044  HISTORY     - UNK      MONUMENTED
 PD1044  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD1044  HISTORY     - 1959     SEE DESCRIPTION  CGS
 PD1044
 PD1044                          STATION DESCRIPTION
 PD1044
 PD1044'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD1044'THIS STATION IS THE FINIAL OF THE WHITE, CONICAL, STONE
 PD1044'LIGHTHOUSE LOCATED AT THE SE POINT OF MISTAKE ISLAND.  THE TOP
 PD1044'OF THE TOWER IS APPROXIMATELY 60 FEET ABOVE THE ROCK LEDGE AT
 PD1044'ITS BASE.  THE LIGHTHOUSE IS CONNECTED TO THE DWELLING NW OF THE
 PD1044'TOWER BY A COVERED WALKWAY.
 PD1044
 PD1044                          STATION RECOVERY (1959)
 PD1044
 PD1044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GFW)
 PD1044'STATION RECOVERED AS DESCRIBED IN THE RECOVERY NOTES OF R.A.G. IN
 PD1044'1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2137 ***********************************************************************
 PE2137  DESIGNATION -  MOOSE POINT 2
 PE2137  PID         -  PE2137
 PE2137  STATE/COUNTY-  ME/WALDO
 PE2137  USGS QUAD   -  SEARSPORT (1988)
 PE2137
 PE2137                         *CURRENT SURVEY CONTROL
 PE2137  ___________________________________________________________________
 PE2137* NAD 83(1996)-  44 25 44.84194(N)    068 56 37.01000(W)     ADJUSTED  
 PE2137* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 PE2137  ___________________________________________________________________
 PE2137  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 PE2137  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 PE2137
 PE2137  HORZ ORDER  -  SECOND
 PE2137
 PE2137.The horizontal coordinates were established by classical geodetic methods
 PE2137.and adjusted by the National Geodetic Survey in March 1998..
 PE2137
 PE2137.The orthometric height was scaled from a topographic map.
 PE2137
 PE2137.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2137
 PE2137.The geoid height was determined by GEOID03.
 PE2137
 PE2137;                    North         East     Units Scale Factor Converg.
 PE2137;SPC ME E     -    84,806.164   264,680.392   MT  0.99991534   -0 18 38.0
 PE2137;UTM  19      - 4,919,537.904   504,487.996   MT  0.99960025   +0 02 22.1
 PE2137
 PE2137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2137!SPC ME E     -   1.00000303  x   0.99991534  =   0.99991837
 PE2137!UTM  19      -   1.00000303  x   0.99960025  =   0.99960328
 PE2137
 PE2137:                Primary Azimuth Mark                     Grid Az
 PE2137:SPC ME E     -  WEST STOCKTON WHITE CH SPIRE             042 06 39.7
 PE2137:UTM  19      -  WEST STOCKTON WHITE CH SPIRE             041 45 39.6
 PE2137
 PE2137|---------------------------------------------------------------------|
 PE2137| PID    Reference Object                     Distance      Geod. Az  |
 PE2137|                                                           dddmmss.s |
 PE2137| PE2135 WEST STOCKTON WHITE CH SPIRE        APPROX. 6.7 KM 0414801.7 |
 PE2137| PE2107 STOCKTON SPRINGS UNIV CHURCH        APPROX. 9.7 KM 0445252.0 |
 PE2137| PE2133 LONG COVE YELLOW TANK               APPROX. 4.8 KM 0470804.0 |
 PE2137| PE2113 CASTINE YELLOW WINDMILL             APPROX.12.3 KM 1081002.2 |
 PE2137| PE2111 CASTINE NORMAL SCHOOL SPIRE         APPROX.12.0 KM 1110302.6 |
 PE2137| PE2115 DICE HEAD LH                        APPROX.11.2 KM 1172358.1 |
 PE2137| PE2117 BAKEMAN HILL RESET                  APPROX.15.0 KM 1240935.7 |
 PE2137| PE2131 ISLESBORO SOUTH CHURCH SPIRE        APPROX.15.7 KM 1693825.3 |
 PE2137| PE2127 EAST NORTHPORT BLACK WATER TK       APPROX. 6.5 KM 1972301.9 |
 PE2137| PE2138 STEEL LEDGE MONUMENT LIGHT          APPROX. 2.5 KM 2443159.0 |
 PE2137| CE8120 MOOSE POINT 2 RM 1                    9.120 METERS 32517     |
 PE2137| CE8551 MOOSE POINT 2 RM 2                   12.945 METERS 34313     |
 PE2137|---------------------------------------------------------------------|
 PE2137
 PE2137                          SUPERSEDED SURVEY CONTROL
 PE2137
 PE2137  NAD 83(1992)-  44 25 44.84240(N)    068 56 36.98755(W) AD(       ) 2
 PE2137  NAD 83(1986)-  44 25 44.84600(N)    068 56 36.98713(W) AD(       ) 2
 PE2137  NAD 27      -  44 25 44.56500(N)    068 56 38.87200(W) AD(       ) 2
 PE2137
 PE2137.Superseded values are not recommended for survey control.
 PE2137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2137.See file dsdata.txt to determine how the superseded data were derived.
 PE2137
 PE2137_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK0448819538(NAD 83)
 PE2137
 PE2137  HISTORY     - Date     Condition        Report By
 PE2137  HISTORY     - 1911     MONUMENTED       CGS
 PE2137  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2137  HISTORY     - 1947     SEE DESCRIPTION  CGS
 PE2137  HISTORY     - 1957     SEE DESCRIPTION  CGS
 PE2137
 PE2137                          STATION DESCRIPTION
 PE2137
 PE2137'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (NHH)
 PE2137'STATION IS ON THE NW SHORE OF PENOBSCOT BAY BETWEEN BELFAST BAY AND
 PE2137'SEARSPORT HARBOR.  THE STATION IS ON THE EASTERN SIDE OF THE POINT
 PE2137'AND NEAR THE SHORE.  IT IS MARKED BY A COPPER BOLT SET IN A SMALL
 PE2137'LEDGE WHICH PROJECTS ABOUT 6 INCHES ABOVE THE SURFACE OF THE
 PE2137'GROUND.  TWO REFERENCE MARKS, 3/4-INCH DRILL HOLES FILLED WITH
 PE2137'LEAD, ARE PLACED RESPECTIVELY, 9.19 METERS NNW AND 32.17 METERS
 PE2137'NNE OF THE STATION.
 PE2137
 PE2137                          STATION RECOVERY (1934)
 PE2137
 PE2137'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2137'STATION RECOVERED.  IT IS ON THE N SHORE OF THE PENOBSCOT BAY ON
 PE2137'MOOSE POINT, WHICH IS THE MOST PROMINENT POINT BETWEEN BELFAST BAY
 PE2137'AND SEARSPORT HARBOR.  IT IS IN A SMALL LEDGE, SURROUNDED BY
 PE2137'BUSHES 130 FEET N OF THE ABRUPT SHORE LINE OF THE BAY AND 35 FEET
 PE2137'E OF THE ROAD WHICH RUNS ALONG THE W SIDE OF A MEADOW TO THE
 PE2137'STATION.
 PE2137'
 PE2137'TWO NEW REFERENCE MARKS WERE ESTABLISHED.
 PE2137'
 PE2137'REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL HOLES IN
 PE2137'OUTCROPPING BEDROCK.
 PE2137'
 PE2137'REFERENCE MARK NO. 1 IS 160 FEET N OF THE SHORE LINE AND 38 FEET E
 PE2137'OF THE ROAD.
 PE2137'
 PE2137'REFERENCE MARK NO. 2 IS 170 FEET N OF THE SHORE LINE AND 50 FEET E
 PE2137'OF THE ROAD.
 PE2137'
 PE2137'TO REACH FROM THE BRIDGE AT BELFAST, GO 3 MILES E ON ROUTE 1 AND
 PE2137'TURN RIGHT AT THE SIGN, THIS ESTATE FOR SALE, AT TELEPHONE POLE
 PE2137'NO. 61.  FOLLOW THROUGH MEADOW TO SHORE AND STATION.
 PE2137'
 PE2137'A 20-FOOT SIGNAL WAS USED AT THIS STATION.
 PE2137
 PE2137                          STATION RECOVERY (1947)
 PE2137
 PE2137'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (WFM)
 PE2137'RECOVERED AS DESCRIBED.  BECAUSE OF CHANGES IN THE VEGETATION, THE
 PE2137'1934 DESCRIPTION SHOULD BE REVISED TO READ AS FOLLOWS--
 PE2137'
 PE2137'STATION IS ON THE NW SHORE OF PENOBSCOT BAY ON MOOSE POINT, WHICH
 PE2137'IS THE MOST PROMINENT POINT BETWEEN BELFAST BAY AND SEARSPORT
 PE2137'HARBOR.  IT IS APPROXIMATELY 90 FEET W OF THE E SHORELINE OF THE
 PE2137'POINT AND 155 FEET N OF THE SHORELINE, BOTH DISTANCES FROM THE
 PE2137'VEGETATION LINE.  IT IS IN A DENSE GROWTH OF BRUSH AND TREES
 PE2137'APPROXIMATELY 25 FEET E OF THE SIDE OF A LARGE MEADOW ON THE
 PE2137'POINT.
 PE2137'
 PE2137'STATION IS MARKED BY A COPPER BOLT IN A SMALL OUTCROPPING LEDGE
 PE2137'WHICH PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.
 PE2137'
 PE2137'R.M. 1 (1934) AND R.M. 2 (1934) ARE BRONZE DISKS WEDGED IN DRILL
 PE2137'HOLES IN OUTCROPPING BEDROCK.
 PE2137'
 PE2137'A 20-FOOT WOODEN TOWER BUILT IN 1934 WAS STRENGTHENED AND DRESSED
 PE2137'FOR HYDROGRAPHIC USE IN 1947.  TREES FROM W TO S WERE TOPPED ABOUT
 PE2137'10 FEET ABOVE THE GROUND.
 PE2137'
 PE2137'TO REACH FROM THE BRIDGE AT BELFAST, GO 3 MILES E ON ROUTE 1 AND
 PE2137'TURN RIGHT AT THE SIGN THIS ESTATE FOR SALE, AT TELEPHONE POLE
 PE2137'61.  FOLLOW THROUGH MEADOW TO SHORE AND STATION.
 PE2137'
 PE2137'NOTE--THE DISTANCES AND DIRECTIONS AND THE APPROACH FROM SHORE
 PE2137'ARE FROM THE 1934 WORK AND WERE NOT CHECKED BY THE 1947 HYDROGRAPHIC
 PE2137'PARTY, AS THE LATTER RECOVERY WAS MADE FROM SEAWARD AND FOR
 PE2137'HYDROGRAPHIC PURPOSES ONLY.
 PE2137
 PE2137                          STATION RECOVERY (1957)
 PE2137
 PE2137'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 PE2137'STATION RECOVERED IN GOOD CONDITION.  DISKS ARE STAMPED MOOSE POINT
 PE2137'2 NO 1 1911 1934 AND MOOSE POINT 2 NO 2 1911 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0951 ***********************************************************************
 PD0951  DESIGNATION -  MOOSE RESET
 PD0951  PID         -  PD0951
 PD0951  STATE/COUNTY-  ME/WASHINGTON
 PD0951  USGS QUAD   -  MOOSE RIVER (1993)
 PD0951
 PD0951                         *CURRENT SURVEY CONTROL
 PD0951  ___________________________________________________________________
 PD0951* NAD 83(1996)-  44 44 33.78596(N)    067 04 46.15107(W)     ADJUSTED  
 PD0951* NAVD 88     -        66.6    (meters)     219.     (feet)  VERTCON   
 PD0951  ___________________________________________________________________
 PD0951  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 PD0951  GEOID HEIGHT-         -22.31  (meters)                     GEOID03
 PD0951
 PD0951  HORZ ORDER  -  SECOND
 PD0951
 PD0951.The horizontal coordinates were established by classical geodetic methods
 PD0951.and adjusted by the National Geodetic Survey in March 1998..
 PD0951
 PD0951.The NAVD 88 height was computed by applying the VERTCON shift value to
 PD0951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PD0951
 PD0951.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0951
 PD0951.The geoid height was determined by GEOID03.
 PD0951
 PD0951;                    North         East     Units Scale Factor Converg.
 PD0951;SPC ME E     -   120,536.573   412,491.985   MT  1.00005556   +1 00 00.1
 PD0951;UTM  19      - 4,956,164.372   652,042.021   MT  0.99988427   +1 21 07.8
 PD0951
 PD0951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0951!SPC ME E     -   0.99999305  x   1.00005556  =   1.00004861
 PD0951!UTM  19      -   0.99999305  x   0.99988427  =   0.99987732
 PD0951
 PD0951:                Primary Azimuth Mark                     Grid Az
 PD0951:SPC ME E     -  MOOSE AZ MK                              004 22 19.9
 PD0951:UTM  19      -  MOOSE AZ MK                              004 01 12.2
 PD0951
 PD0951|---------------------------------------------------------------------|
 PD0951| PID    Reference Object                     Distance      Geod. Az  |
 PD0951|                                                           dddmmss.s |
 PD0951| CE8114 MOOSE AZ MK                                        0052220.0 |
 PD0951| PD0721 QUODDY HEAD LOOKOUT TOWER           APPROX.12.2 KM 0484601.0 |
 PD0951| CE8115 MOOSE RM 1                            7.300 METERS 08759     |
 PD0951| PD0676 GRAND MANAN SW HEAD LH              APPROX.21.0 KM 1384457.9 |
 PD0951| CE8116 MOOSE RM 2                            6.488 METERS 19125     |
 PD0951| PD0948 BOG CREEK RESET                     APPROX. 3.9 KM 2252454.4 |
 PD0951|---------------------------------------------------------------------|
 PD0951
 PD0951                          SUPERSEDED SURVEY CONTROL
 PD0951
 PD0951  NAD 83(1992)-  44 44 33.78301(N)    067 04 46.15089(W) AD(       ) 2
 PD0951  NAD 83(1986)-  44 44 33.77997(N)    067 04 46.15265(W) AD(       ) 2
 PD0951  NAD 27      -  44 44 33.48700(N)    067 04 48.23000(W) AD(       ) 2
 PD0951  NGVD 29 (07/19/86)   66.8    (m)          219.     (f) VERT ANG       
 PD0951
 PD0951.Superseded values are not recommended for survey control.
 PD0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0951.See file dsdata.txt to determine how the superseded data were derived.
 PD0951
 PD0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5204256164(NAD 83)
 PD0951_MARKER: H = DRILL HOLE
 PD0951_SETTING: 66 = SET IN ROCK OUTCROP
 PD0951_SP_SET: PARTIALLY EXPOSED BEDROCK
 PD0951
 PD0951  HISTORY     - Date     Condition        Report By
 PD0951  HISTORY     - 1960     MONUMENTED       CGS
 PD0951  HISTORY     - 1946     GOOD             CGS
 PD0951  HISTORY     - 1960     GOOD             CGS
 PD0951
 PD0951                          STATION DESCRIPTION
 PD0951
 PD0951'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0951'STATION IS ON THE S SIDE OF EASTERN HEAD, A POINT ON THE COAST
 PD0951'OF GRAND MANAN CHANNEL BETWEEN MOOSE COVE AND HAYCOCK HARBOR,
 PD0951'ABOUT 1/4 MILE W OF THE MOST E POINT OF EASTERN HEAD, AND 0.1 MILE
 PD0951'N OF THE SHORELINE ON THE S SIDE OF THE HEAD.  THE STATION
 PD0951'IS ABOUT 30 FEET NW OF THE HIGHEST POINT ON THE HIGHEST AND
 PD0951'MOST PROMINENT HILL ON OR IN VICINITY OF EASTERN HEAD.  THE
 PD0951'HILL IS BARE OF TIMBER, AFFORDING GOOD VIEW IN ALL DIRECTIONS.
 PD0951'
 PD0951'STATION MARK IS A 5/8-INCH DRILL HOLE, 5/8 INCH DEEP, IN THE
 PD0951'LEDGE, AND COVERED BY A CAIRN.
 PD0951'
 PD0951'TO REACH THE STATION FROM CUTLER POST OFFICE, DRIVE NE ON MAINE
 PD0951'HIGHWAY 191 ABOUT 9.4 MILES TO A SMALL HOUSE, WHICH IS THE
 PD0951'SECOND HOUSE ON THE SE SIDE OF THE HIGHWAY, SW OF THE HEAD OF
 PD0951'HAYCOCK HARBOR.  FROM HERE WALK ON AN OLD WOODS ROAD JUST SE OF
 PD0951'THE HOUSE, ABOUT 0.9 MILE SE TO ITS END IN A CUT-OVER AREA, AND
 PD0951'CONTINUE SE 0.2 MILE ACROSS AN OPEN DRAW TO SUMMIT OF BARE HILL
 PD0951'AND STATION.
 PD0951
 PD0951                          STATION RECOVERY (1960)
 PD0951
 PD0951'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HRL)
 PD0951'STATION WAS RECOVERED AS DESCRIBED BY R.A.G. IN 1946 AND FOUND
 PD0951'TO BE IN GOOD CONDITION.  A STANDARD TRIANGULATION DISK WAS SET
 PD0951'IN THE DRILLHOLE WHICH MARKED THE ORIGINAL STATION AND TWO
 PD0951'REFERENCE MARKS AND AN AZIMUTH MARK WERE ESTABLISHED.
 PD0951'
 PD0951'THE DESCRIPTION BY R.A.G. IN 1946 IS ADEQUATE WITH THE FOLLOWING
 PD0951'ADDITIONS--
 PD0951'
 PD0951'TO REACH FROM THE POST OFFICE IN CUTLER, GO NORTHERLY ON STATE
 PD0951'HIGHWAY NO. 191 FOR 8.9 MILES TO A DIM TRACK ROAD RIGHT WHICH
 PD0951'IS ABOUT 0.1 MILE SOUTH OF A SMALL GROUP OF FRAME HOUSES AT THE
 PD0951'HEAD OF HAYCOCK HARBOR.  PACK OR DRIVE FOUR-WHEEL-DRIVE VEHICLE
 PD0951'EAST AND SOUTH ALONG DIM WOODS ROAD FOR 1.0 TO END OF ROAD.  PACK
 PD0951'SOUTH AND EAST THROUGH CLEARING IN LOW AREA SURROUNDING THE
 PD0951'STATION HILL AND UP THE HILL FOR 0.25 MILE TO THE HIGHEST POINT
 PD0951'OF HILL AND STATION ABOUT 30 FEET NORTHWEST OF THE HIGHEST
 PD0951'POINT.  ABOUT 30 MINUTE PACK.
 PD0951'
 PD0951'THE STATION IS MARKED BY A STANDARD TRIANGULATION DISK CEMENTED
 PD0951'FLUSH INTO BEDROCK AND STAMPED MOOSE 1883 1960.
 PD0951'
 PD0951'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED FLUSH IN
 PD0951'BEDROCK AND STAMPED MOOSE NO 1 1883 1960.
 PD0951'
 PD0951'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED FLUSH IN
 PD0951'BEDROCK AND STAMPED MOOSE NO 2 1883 1960.
 PD0951'
 PD0951'AZIMUTH MARK IS A STANDARD DISK CEMENTED FLUSH IN A DRILLHOLE
 PD0951'IN OUTCROPPING BED ROCK LOCATED ABOUT 0.2 MILE NORTH OF STATION
 PD0951'IN THE LOW AREA SURROUNDING THE HILL THE STATION IS ON.  IT IS
 PD0951'THE FIRST GRAY ROCK AREA VISIBLE IN THE LOW AREA LOOKING NORTH
 PD0951'FROM STATION.
 PD0951'HEIGHT OF LIGHT STAND ABOVE STATION MAK 1.37 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0029 ***********************************************************************
 RE0029  DESIGNATION -  MOOSE RM 1
 RE0029  PID         -  RE0029
 RE0029  STATE/COUNTY-  ME/AROOSTOOK
 RE0029  USGS QUAD   -  TWIN BROOK (1984)
 RE0029
 RE0029                         *CURRENT SURVEY CONTROL
 RE0029  ___________________________________________________________________
 RE0029* NAD 83(1986)-  46 07 44.     (N)    067 53 46.     (W)     SCALED    
 RE0029* NAVD 88     -       128.866  (meters)     422.79   (feet)  ADJUSTED  
 RE0029  ___________________________________________________________________
 RE0029  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 RE0029  DYNAMIC HT  -         128.873 (meters)     422.81  (feet)  COMP
 RE0029  MODELED GRAV-     980,669.7   (mgal)                       NAVD 88
 RE0029
 RE0029  VERT ORDER  -  SECOND    CLASS 0
 RE0029
 RE0029.The horizontal coordinates were scaled from a topographic map and have
 RE0029.an estimated accuracy of +/- 6 seconds.
 RE0029
 RE0029.The orthometric height was determined by differential leveling
 RE0029.and adjusted by the National Geodetic Survey in June 1991..
 RE0029
 RE0029.The geoid height was determined by GEOID03.
 RE0029
 RE0029.The dynamic height is computed by dividing the NAVD 88
 RE0029.geopotential number by the normal gravity value computed on the
 RE0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0029.degrees latitude (g = 980.6199 gals.).
 RE0029
 RE0029.The modeled gravity was interpolated from observed gravity values.
 RE0029
 RE0029;                    North         East    Units  Estimated Accuracy
 RE0029;SPC ME E     -   273,780.      346,670.      MT  (+/- 180 meters Scaled)
 RE0029
 RE0029                          SUPERSEDED SURVEY CONTROL
 RE0029
 RE0029  NGVD 29 (??/??/92)  129.055  (m)          423.41   (f) ADJ UNCH    2 0
 RE0029
 RE0029.Superseded values are not recommended for survey control.
 RE0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0029.See file dsdata.txt to determine how the superseded data were derived.
 RE0029
 RE0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM852089(NAD 83)
 RE0029_MARKER: DR = REFERENCE MARK DISK
 RE0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RE0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RE0029_STAMPING: MOOSE NO 1 1959
 RE0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RE0029+STABILITY: SURFACE MOTION
 RE0029
 RE0029  HISTORY     - Date     Condition        Report By
 RE0029  HISTORY     - 1959     MONUMENTED       CGS
 RE0029  HISTORY     - 1978     MARK NOT FOUND   NGS
 RE0029
 RE0029                          STATION DESCRIPTION
 RE0029
 RE0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RE0029'2.7 MI W FROM HOULTON.
 RE0029'ABOUT 2.65 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION
 RE0029'U.S. HIGHWAY 1 AT HOULTON, THENCE NORTH ON DRIVEWAY FOR 0.05
 RE0029'MILE, 20 FEET SOUTH OF THE SOUTHEAST CORNER OF BARN, 11 FEET
 RE0029'SOUTH OF APPROXIMATE CENTERLINE OF DRIVEWAY AND 1 1/2 FEET
 RE0029'EAST OF POWERLINE POLE, 99.2 FEET SOUTHWEST OF THE STATION, SET
 RE0029'IN TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND.
 RE0029
 RE0029                          STATION RECOVERY (1978)
 RE0029
 RE0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 RE0029'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1097 ***********************************************************************
 PD1097  DESIGNATION -  MOOSE ROCK TRIPOD
 PD1097  PID         -  PD1097
 PD1097  STATE/COUNTY-  ME/WASHINGTON
 PD1097  USGS QUAD   -  JONESPORT (1977)
 PD1097
 PD1097                         *CURRENT SURVEY CONTROL
 PD1097  ___________________________________________________________________
 PD1097* NAD 83(1996)-  44 31 14.15652(N)    067 32 22.11590(W)     ADJUSTED  
 PD1097* NAVD 88     -                                                        
 PD1097  ___________________________________________________________________
 PD1097  LAPLACE CORR-           4.39  (seconds)                    DEFLEC99
 PD1097  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 PD1097
 PD1097  HORZ ORDER  -  THIRD
 PD1097
 PD1097.The horizontal coordinates were established by classical geodetic methods
 PD1097.and adjusted by the National Geodetic Survey in March 1998..
 PD1097
 PD1097
 PD1097.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1097
 PD1097.The geoid height was determined by GEOID03.
 PD1097
 PD1097;                    North         East     Units Scale Factor Converg.
 PD1097;SPC ME E     -    95,323.197   376,355.530   MT  0.99997167   +0 40 24.7
 PD1097;UTM  19      - 4,930,734.648   616,067.664   MT  0.99976567   +1 01 27.1
 PD1097
 PD1097                          SUPERSEDED SURVEY CONTROL
 PD1097
 PD1097  NAD 83(1992)-  44 31 14.15199(N)    067 32 22.11479(W) AD(       ) 4
 PD1097  NAD 83(1986)-  44 31 14.14771(N)    067 32 22.11783(W) AD(       ) 4
 PD1097  NAD 27      -  44 31 13.85500(N)    067 32 24.14200(W) AD(       ) 3
 PD1097
 PD1097.Superseded values are not recommended for survey control.
 PD1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1097.See file dsdata.txt to determine how the superseded data were derived.
 PD1097
 PD1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK1606830735(NAD 83)
 PD1097
 PD1097  HISTORY     - Date     Condition        Report By
 PD1097  HISTORY     - 1913     MONUMENTED       CGS
 PD1097  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD1097
 PD1097                          STATION DESCRIPTION
 PD1097
 PD1097'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (OBF)
 PD1097'THE TOP OF THE TRIPOD STRUCTURE PLACED ON A LEDGE ABOUT 1/2
 PD1097'MILE N OF THE MIDDLE OF HEAD HARBOR ISLAND BY THE LIGHTHOUSE
 PD1097'SERVICE.  IT IS AN IRON STRUCTURE WITH A CAGE ON THE TOP.
 PD1097
 PD1097                          STATION RECOVERY (1946)
 PD1097
 PD1097'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD1097'STATION RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1913 ***********************************************************************
 QF1913  DESIGNATION -  MOOSE TABLET IBC
 QF1913  PID         -  QF1913
 QF1913  STATE/COUNTY-  ME/AROOSTOOK
 QF1913  USGS QUAD   -  ORIENT (1989)
 QF1913
 QF1913                         *CURRENT SURVEY CONTROL
 QF1913  ___________________________________________________________________
 QF1913* NAD 83(1996)-  45 51 44.75796(N)    067 47 54.31476(W)     ADJUSTED  
 QF1913* NAVD 88     -       134.     (meters)     440.     (feet)  SCALED    
 QF1913  ___________________________________________________________________
 QF1913  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 QF1913  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 QF1913
 QF1913  HORZ ORDER  -  THIRD
 QF1913
 QF1913.The horizontal coordinates were established by classical geodetic methods
 QF1913.and adjusted by the National Geodetic Survey in March 1998..
 QF1913
 QF1913.The orthometric height was scaled from a topographic map.
 QF1913
 QF1913.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1913
 QF1913.The geoid height was determined by GEOID03.
 QF1913
 QF1913;                    North         East     Units Scale Factor Converg.
 QF1913;SPC ME E     -   244,224.257   354,475.682   MT  0.99993647   +0 30 12.7
 QF1913;UTM  19      - 5,079,464.959   593,271.173   MT  0.99970695   +0 51 44.6
 QF1913
 QF1913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1913!SPC ME E     -   0.99998273  x   0.99993647  =   0.99991920
 QF1913!UTM  19      -   0.99998273  x   0.99970695  =   0.99968968
 QF1913
 QF1913                          SUPERSEDED SURVEY CONTROL
 QF1913
 QF1913  NAD 83(1992)-  45 51 44.75537(N)    067 47 54.31385(W) AD(       ) 4
 QF1913  NAD 83(1986)-  45 51 44.75024(N)    067 47 54.31664(W) AD(       ) 4
 QF1913  NAD 27      -  45 51 44.56167(N)    067 47 56.29992(W) AD(       ) 3
 QF1913
 QF1913.Superseded values are not recommended for survey control.
 QF1913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1913.See file dsdata.txt to determine how the superseded data were derived.
 QF1913
 QF1913_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9327179465(NAD 83)
 QF1913_MARKER: DD = SURVEY DISK
 QF1913_SETTING: 80 = SET IN A BOULDER
 QF1913_SP_SET: SET IN A DRILL HOLE IN A BOULDER
 QF1913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1913+STABILITY: SURFACE MOTION
 QF1913
 QF1913  HISTORY     - Date     Condition        Report By
 QF1913  HISTORY     - 1912     MONUMENTED       IBC
 QF1913  HISTORY     - 1955     GOOD             IBC
 QF1913  HISTORY     - 1972     GOOD             IBC
 QF1913
 QF1913                          STATION DESCRIPTION
 QF1913
 QF1913'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (JEM)
 QF1913'ON MONUMENT BROOK, ABOUT 60 METERS BACK FROM THE STREAM, ABOUT 3/5
 QF1913'MILE BELOW THE MOUTH OF GREENLEAF BROOK, ON THE OUTER END OF THE
 QF1913'FIRST POINT BELOW HARDWOOD POINT.  THE STATION IS ON A ROCK
 QF1913'APPROXIMATELY 0.6 BY 1.2 METERS IN CROSS SECTION AND 0.4 METER HIGH.
 QF1913'
 QF1913'IN 1946 IT WAS 75 FEET UPSTREAM FROM THE EXTREME POINT OF TREES ON
 QF1913'THE POINT AND 25 FEET W OF THE OLD LOGGING ROAD PARALLEL TO THE
 QF1913'RIVER.  THE MOSS COVERING THE ROCK WAS REMOVED.
 QF1913'
 QF1913'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE SURROUNDED BY A
 QF1913'TRIANGLE CUT IN THE ROCK.
 QF1913
 QF1913                          STATION RECOVERY (1955)
 QF1913
 QF1913'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1913'STATION RECOVERED IN GOOD CONDITION.
 QF1913
 QF1913                          STATION RECOVERY (1972)
 QF1913
 QF1913'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1913'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0751 ***********************************************************************
 PE0751  DESIGNATION -  MOOSEHEAD AZ MK
 PE0751  PID         -  PE0751
 PE0751  STATE/COUNTY-  ME/PENOBSCOT
 PE0751  USGS QUAD   -  PLYMOUTH (1982)
 PE0751
 PE0751                         *CURRENT SURVEY CONTROL
 PE0751  ___________________________________________________________________
 PE0751* NAD 83(1986)-  44 48 19.     (N)    069 13 20.     (W)     SCALED    
 PE0751* NAVD 88     -        75.023  (meters)     246.14   (feet)  ADJUSTED  
 PE0751  ___________________________________________________________________
 PE0751  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 PE0751  DYNAMIC HT  -          75.019 (meters)     246.12  (feet)  COMP
 PE0751  MODELED GRAV-     980,569.2   (mgal)                       NAVD 88
 PE0751
 PE0751  VERT ORDER  -  SECOND    CLASS 0
 PE0751
 PE0751.The horizontal coordinates were scaled from a topographic map and have
 PE0751.an estimated accuracy of +/- 6 seconds.
 PE0751
 PE0751.The orthometric height was determined by differential leveling
 PE0751.and adjusted by the National Geodetic Survey in June 1991..
 PE0751
 PE0751.The geoid height was determined by GEOID03.
 PE0751
 PE0751.The dynamic height is computed by dividing the NAVD 88
 PE0751.geopotential number by the normal gravity value computed on the
 PE0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0751.degrees latitude (g = 980.6199 gals.).
 PE0751
 PE0751.The modeled gravity was interpolated from observed gravity values.
 PE0751
 PE0751;                    North         East    Units  Estimated Accuracy
 PE0751;SPC ME E     -   126,760.      242,870.      MT  (+/- 180 meters Scaled)
 PE0751
 PE0751                          SUPERSEDED SURVEY CONTROL
 PE0751
 PE0751  NGVD 29 (??/??/92)   75.242  (m)          246.86   (f) ADJ UNCH    2 0
 PE0751
 PE0751.Superseded values are not recommended for survey control.
 PE0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0751.See file dsdata.txt to determine how the superseded data were derived.
 PE0751
 PE0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK824613(NAD 83)
 PE0751_MARKER: DZ = AZIMUTH MARK DISK
 PE0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0751_STAMPING: MOOSEHEAD 1958
 PE0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0751+STABILITY: SURFACE MOTION
 PE0751
 PE0751  HISTORY     - Date     Condition        Report By
 PE0751  HISTORY     - 1958     MONUMENTED       CGS
 PE0751
 PE0751                          STATION DESCRIPTION
 PE0751
 PE0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0751'3.9 MI SE FROM NEWPORT.
 PE0751'2.75 MILES SOUTHEAST ALONG U.S. HIGHWAY 2 AND STATE HIGHWAY
 PE0751'100 FROM THE BRIDGE OVER THE EAST BRANCH OF THE SEBASTICOOK
 PE0751'RIVER AT NEWPORT, THENCE 1.15 MILES SOUTH ALONG STATE HIGHWAY 7,
 PE0751'ABOUT 0.1 MILE SOUTH OF THE JUNCTION OF A GRAVEL ROAD EAST, AT
 PE0751'A POWER LINE CROSSING, 20.5 FEET EAST OF THE CENTER LINE OF THE
 PE0751'HIGHWAY, 3 1/2 FEET WEST OF POWER POLE 37-223F-40, 1 FOOT WEST OF
 PE0751'A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY,
 PE0751'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1061 ***********************************************************************
 QG1061  DESIGNATION -  MOOSEHEAD GAGE RM USGS
 QG1061  PID         -  QG1061
 QG1061  STATE/COUNTY-  ME/PISCATAQUIS
 QG1061  USGS QUAD   -  MOOSEHEAD (1989)
 QG1061
 QG1061                         *CURRENT SURVEY CONTROL
 QG1061  ___________________________________________________________________
 QG1061* NAD 83(1986)-  45 35 07.     (N)    069 42 53.     (W)     SCALED    
 QG1061* NAVD 88     -       314.806  (meters)    1032.83   (feet)  ADJUSTED  
 QG1061  ___________________________________________________________________
 QG1061  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 QG1061  DYNAMIC HT  -         314.798 (meters)    1032.80  (feet)  COMP
 QG1061  MODELED GRAV-     980,582.7   (mgal)                       NAVD 88
 QG1061
 QG1061  VERT ORDER  -  FIRST     CLASS II
 QG1061
 QG1061.The horizontal coordinates were scaled from a topographic map and have
 QG1061.an estimated accuracy of +/- 6 seconds.
 QG1061
 QG1061.The orthometric height was determined by differential leveling
 QG1061.and adjusted by the National Geodetic Survey in June 1991..
 QG1061
 QG1061.The geoid height was determined by GEOID03.
 QG1061
 QG1061.The dynamic height is computed by dividing the NAVD 88
 QG1061.geopotential number by the normal gravity value computed on the
 QG1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1061.degrees latitude (g = 980.6199 gals.).
 QG1061
 QG1061.The modeled gravity was interpolated from observed gravity values.
 QG1061
 QG1061;                    North         East    Units  Estimated Accuracy
 QG1061;SPC ME E     -   213,900.      205,210.      MT  (+/- 180 meters Scaled)
 QG1061
 QG1061                          SUPERSEDED SURVEY CONTROL
 QG1061
 QG1061.No superseded survey control is available for this station.
 QG1061
 QG1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL442482(NAD 83)
 QG1061_MARKER: DR = REFERENCE MARK DISK
 QG1061_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QG1061_SP_SET: CONCRETE WINGWALL
 QG1061_STAMPING: GAGING STATION
 QG1061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG1061
 QG1061  HISTORY     - Date     Condition        Report By
 QG1061  HISTORY     - UNK      MONUMENTED       USGS
 QG1061  HISTORY     - 1978     GOOD             NGS
 QG1061
 QG1061                          STATION DESCRIPTION
 QG1061
 QG1061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1061'7.2 MI SOUTH FROM ROCKWOOD.
 QG1061'0.25 MILE SOUTHWEST ALONG LAKE STREET FROM THE ROCKWOOD POST OFFICE,
 QG1061'THENCE 6.65 MILES SOUTH ALONG STATE HIGHWAY 6, THENCE 0.15 MILE
 QG1061'NORTHEAST ALONG A DIRT ROAD LEADING TO WILSONS CAMP, THENCE 0.1
 QG1061'MILE SOUTHEAST ALONG THE SAME DIRT ROAD, THENCE 0.05 MILE NORTH
 QG1061'ALONG A DIRT LEVEE, 15 FT SOUTH OF THE SOUTH END OF THE CONCRETE
 QG1061'DAM ACROSS THE EAST OUTLET OF THE KENNEBEC RIVER AT MOOSEHEAD,
 QG1061'21 FT NORTH OF THE SOUTH END OF THE CONCRETE WINGWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1676 ***********************************************************************
 PE1676  DESIGNATION -  MOOSEHEAD RESET
 PE1676  PID         -  PE1676
 PE1676  STATE/COUNTY-  ME/PENOBSCOT
 PE1676  USGS QUAD   -  PLYMOUTH (1982)
 PE1676
 PE1676                         *CURRENT SURVEY CONTROL
 PE1676  ___________________________________________________________________
 PE1676* NAD 83(1996)-  44 48 21.18454(N)    069 13 21.94966(W)     ADJUSTED  
 PE1676* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 PE1676  ___________________________________________________________________
 PE1676  LAPLACE CORR-           2.93  (seconds)                    DEFLEC99
 PE1676  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 PE1676
 PE1676  HORZ ORDER  -  SECOND
 PE1676
 PE1676.The horizontal coordinates were established by classical geodetic methods
 PE1676.and adjusted by the National Geodetic Survey in March 1998..
 PE1676
 PE1676.The orthometric height was scaled from a topographic map.
 PE1676
 PE1676.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1676
 PE1676.The geoid height was determined by GEOID03.
 PE1676
 PE1676;                    North         East     Units Scale Factor Converg.
 PE1676;SPC ME E     -   126,827.791   242,825.974   MT  0.99994018   -0 30 33.7
 PE1676;SPC ME W     -   219,593.825   974,672.160   MT  1.00003521   +0 39 54.7
 PE1676;UTM  19      - 4,961,411.140   482,383.624   MT  0.99960382   -0 09 25.1
 PE1676
 PE1676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1676!SPC ME E     -   0.99999207  x   0.99994018  =   0.99993225
 PE1676!SPC ME W     -   0.99999207  x   1.00003521  =   1.00002728
 PE1676!UTM  19      -   0.99999207  x   0.99960382  =   0.99959589
 PE1676
 PE1676:                Primary Azimuth Mark                     Grid Az
 PE1676:SPC ME E     -  MOOSEHEAD AZ MK                          109 46 34.6
 PE1676:SPC ME W     -  MOOSEHEAD AZ MK                          108 36 06.2
 PE1676:UTM  19      -  MOOSEHEAD AZ MK                          109 25 26.0
 PE1676
 PE1676|---------------------------------------------------------------------|
 PE1676| PID    Reference Object                     Distance      Geod. Az  |
 PE1676|                                                           dddmmss.s |
 PE1676| PE0751 MOOSEHEAD AZ MK                                    1091600.9 |
 PE1676| PE0750 MOOSEHEAD RM 2                       26.085 METERS 11840     |
 PE1676| PE0729 HASTY                               APPROX. 3.1 KM 3011620.2 |
 PE1676| PE0748 MOOSEHEAD RM 1                       24.082 METERS 34353     |
 PE1676|---------------------------------------------------------------------|
 PE1676
 PE1676                          SUPERSEDED SURVEY CONTROL
 PE1676
 PE1676  NAD 83(1992)-  44 48 21.18180(N)    069 13 21.94606(W) AD(       ) 2
 PE1676  NAD 83(1986)-  44 48 21.18273(N)    069 13 21.95535(W) AD(       ) 2
 PE1676  NAD 27      -  44 48 20.94570(N)    069 13 23.77430(W) AD(       ) 2
 PE1676
 PE1676.Superseded values are not recommended for survey control.
 PE1676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1676.See file dsdata.txt to determine how the superseded data were derived.
 PE1676
 PE1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK8238461411(NAD 83)
 PE1676_MARKER: DH = HORIZONTAL CONTROL DISK
 PE1676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1676_STAMPING: MOOSEHEAD 1958 1981
 PE1676_MARK LOGO: NGS   
 PE1676_PROJECTION: RECESSED 36 CENTIMETERS
 PE1676_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE1676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1676+STABILITY: SURFACE MOTION
 PE1676
 PE1676  HISTORY     - Date     Condition        Report By
 PE1676  HISTORY     - 1981     MONUMENTED       NGS
 PE1676  HISTORY     - 1981     GOOD             NGS
 PE1676  HISTORY     - 19810927 GOOD             NGS
 PE1676
 PE1676                          STATION DESCRIPTION
 PE1676
 PE1676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 PE1676'7.2 KM (4.45 MI) SE FROM NEWPORT.
 PE1676'FROM THE POST OFFICE IN NEWPORT, GO EAST ALONG U.S. HIGHWAY 2 AND
 PE1676'STATE HIGHWAY 100 AND 7 FOR 5.3 KM (3.3 MI) TO WHERE HIGHWAY 7 GOES
 PE1676'SOUTH, TURN AND GO SOUTH ALONG HIGHWAY 7 FOR 1.7 KM (1.05 MI) TO
 PE1676'THE DRIVEWAY LEADING TO A STATE MAINTENANCE YARD ON THE RIGHT, TURN
 PE1676'RIGHT AND WEST FOR 0.2 KM (0.1 MI) TO THE YARD BEHIND THE BUILDING
 PE1676'AND THE MARK, 41.3 METERS (135.4 FT) WEST OF THE SOUTHWEST CORNER
 PE1676'OF THE MAIN BUILDING, 23.5 METERS (77.0 FT) NORTH OF A 12-INCH PINE
 PE1676'TREE, 21.0 METERS (69.0 FT) SOUTHEAST OF A LIGHT POLE, 15.1 METERS
 PE1676'(49.6 FT) NORTHWEST OF THE NORTHEAST CORNER OF A STEEL FRAME, AND
 PE1676'13.7 METERS (45.0 FT) NORTHEAST OF THE NORTHWEST CORNER OF THE
 PE1676'STEEL FRAME.
 PE1676
 PE1676                          STATION RECOVERY (1981)
 PE1676
 PE1676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 PE1676'THE UNDERGROUND STATION MARK, REFERENCE MARK 2 WITH THE TOP OF DISK
 PE1676'MISSING AND THE AZIMUTH MARK WERE RECOVERED.  REFERENCE MARK 1 WAS
 PE1676'PROBABLY DESTROYED WHEN THE MAINTENANCE YARD WAS BUILT.  THE DIRECTION
 PE1676'TO REFERENCE MARK 2 CHECKED BUT A SHORTER DISTANCE OF 0.011 M (0.036
 PE1676'FT) WAS NOTED TO THE MARK.  A NEW SURFACE STATION MARK, A NEW DISK FOR
 PE1676'REFERENCE MARK 2 AND REFERENCE MARK 3 WERE SET AT THIS TIME.  THE
 PE1676'AZIMUTH MARK IS 2 FT (0.6 M) UNDERGROUND AND REFERENCE MARK 2 IS 15
 PE1676'INCHES UNDERGROUND.  A NEW DESCRIPTION FOLLOWS.
 PE1676' 
 PE1676'THE STATION IS LOCATED ABOUT 4.4 KM (2.75 MI) NORTH OF PLYMOUTH, 1.6
 PE1676'KM (1.00 MI) SOUTH OF EAST NEWPORT, 0.4 KM (0.25 MI) NORTHWEST OF THE
 PE1676'JUNCTION OF INTERSTATE HIGHWAY 95 AND STATE HIGHWAY 7 AND IN THE
 PE1676'MAINTENANCE YARD BEHIND THE DEPARTMENT OF TRANSPORTATION MAINTENANCE
 PE1676'BUILDING.  TO REACH THE STATION FROM THE POST OFFICE IN NEWPORT, GO
 PE1676'EAST ON US HIGHWAY 2 AND STATE HIGHWAYS 100 AND 7 FOR 5.3 KM (3.30 MI)
 PE1676'TO WHERE HIGHWAY 7 GOES SOUTH.  TURN RIGHT AND GO SOUTH ON HIGHWAY 7
 PE1676'FOR 1.7 KM (1.05 MI) TO THE DRIVEWAY LEADING TO THE MAINTENANCE YARD
 PE1676'ON THE RIGHT.  TURN RIGHT AND GO WEST FOR 0.2 KM (0.10 MI) TO THE YARD
 PE1676'BEHIND THE BUILDING AND THE STATION.
 PE1676' 
 PE1676'THE STATION IS A STANDARD NGS DISK STAMPED--MOOSEHEAD 1958 1981--, SET
 PE1676'INTO THE TOP OF A SQUARE CONCRETE MONUMENT 14 INCHES OR 36 CM ON SIDE
 PE1676'RECESSED 4 INCHES OR 10 CM BELOW THE GROUND LOCATED 135.4 FT (41.3 M)
 PE1676'W FROM THE SOUTHWEST CORNER OF THE MAINTENANCE BUILDING, 77.0 FT (23.5
 PE1676'M) N FROM A 12-INCH PINE TREE, 49.6 FT (15.1 M) NW FROM THE NORTHEAST
 PE1676'CORNER OF A STEEL FRAME, 45.0 FT (13.7 M) NE FROM THE NORTHWEST CORNER
 PE1676'OF THE STEEL FRAME, AND 69.0 FT (21.0 M) SE FROM A LIGHT POLE.  THE
 PE1676'UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED--MOOSEHEAD 1958--, SET
 PE1676'INTO AN IRREGULAR MASS OF CONCRETE 2.0 FT (0.6 M) BELOW THE SURFACE.
 PE1676'REFERENCE MARK NO 2 IS A STANDARD NGS DISK STAMPED--MOOSEHEAD 1958 NO
 PE1676'2 1981--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES OR
 PE1676'30 CM ON SIDE RECESSED 15 INCHES OR 38 CM BELOW THE GROUND LOCATED
 PE1676'78.9 FT (24.0 M) SW FROM THE SOUTHWEST CORNER OF BUILDING, 43.4 FT
 PE1676'(13.2 M) NW FROM THE END OF A RIGHT-OF-WAY FENCE, 43.0 FT (13.1 M) SW
 PE1676'FROM A 14-INCH PINE TREE, 35.7 FT (10.9 M) E FROM THE SOUTHEAST CORNER
 PE1676'OF STEEL FRAME, AND 3.0 FT (0.9 M) LOWER THAN THE STATION.  REFERENCE
 PE1676'MARK NO 3 IS A STANDARD NGS DISK STAMPED--MOOSEHEAD 1958 NO 3 1981--,
 PE1676'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES OR 30 CM ON
 PE1676'SIDE FLUSH WITH GROUND LOCATED 47.1 FT (14.4 M) SE FROM THE SOUTHWEST
 PE1676'CORNER OF THE STEEL FRAME, 30.7 FT (9.4 M) W FROM THE 12 INCH PINE
 PE1676'TREE, 16.0 FT (4.9 M) NNW FROM A 36-INCH PINE TREE, AND 2.0 FT (0.6 M)
 PE1676'LOWER THAN THE STATION.  AZIMUTH MARK NO 1 IS A STANDARD NGS DISK
 PE1676'STAMPED--MOOSEHEAD 1958--, SET INTO THE TOP OF A SQUARE CONCRETE
 PE1676'MONUMENT 12 INCHES OR 30 CM ON SIDE RECESSED 24 INCHES OR 60 CM BELOW
 PE1676'THE GROUND LOCATED 57.0 FT (17.4 M) SE FROM THE CURBING IN THE CENTER
 PE1676'OF ROADS LEADING TO I-95, 42.0 FT (12.8 M) N FROM POWERLINE POLE
 PE1676'NUMBER 58, 19.5 FT (5.9 M) E FROM THE CENTER OF HIGHWAY 7, AND 11.0 FT
 PE1676'(3.4 M) SSW FROM A HIGHWAY SIGN POLE, THE WEST ONE OF TWO.  TO REACH
 PE1676'THE AZIMUTH MARK FROM THE ENTRANCE TO THE MAINTENANCE BUILDING, GO
 PE1676'SOUTH ON HIGHWAY 7 FOR 85 YARDS TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0748 ***********************************************************************
 PE0748  DESIGNATION -  MOOSEHEAD RM 1
 PE0748  PID         -  PE0748
 PE0748  STATE/COUNTY-  ME/PENOBSCOT
 PE0748  USGS QUAD   -  PLYMOUTH (1982)
 PE0748
 PE0748                         *CURRENT SURVEY CONTROL
 PE0748  ___________________________________________________________________
 PE0748* NAD 83(1986)-  44 48 20.     (N)    069 13 21.     (W)     SCALED    
 PE0748* NAVD 88     -        77.170  (meters)     253.18   (feet)  ADJUSTED  
 PE0748  ___________________________________________________________________
 PE0748  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 PE0748  DYNAMIC HT  -          77.166 (meters)     253.17  (feet)  COMP
 PE0748  MODELED GRAV-     980,569.3   (mgal)                       NAVD 88
 PE0748
 PE0748  VERT ORDER  -  SECOND    CLASS 0
 PE0748
 PE0748.The horizontal coordinates were scaled from a topographic map and have
 PE0748.an estimated accuracy of +/- 6 seconds.
 PE0748
 PE0748.The orthometric height was determined by differential leveling
 PE0748.and adjusted by the National Geodetic Survey in June 1991..
 PE0748
 PE0748.The geoid height was determined by GEOID03.
 PE0748
 PE0748.The dynamic height is computed by dividing the NAVD 88
 PE0748.geopotential number by the normal gravity value computed on the
 PE0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0748.degrees latitude (g = 980.6199 gals.).
 PE0748
 PE0748.The modeled gravity was interpolated from observed gravity values.
 PE0748
 PE0748;                    North         East    Units  Estimated Accuracy
 PE0748;SPC ME E     -   126,790.      242,850.      MT  (+/- 180 meters Scaled)
 PE0748
 PE0748                          SUPERSEDED SURVEY CONTROL
 PE0748
 PE0748  NGVD 29 (??/??/92)   77.388  (m)          253.90   (f) ADJ UNCH    2 0
 PE0748
 PE0748.Superseded values are not recommended for survey control.
 PE0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0748.See file dsdata.txt to determine how the superseded data were derived.
 PE0748
 PE0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK824613(NAD 83)
 PE0748_MARKER: DR = REFERENCE MARK DISK
 PE0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0748_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0748_STAMPING: MOOSEHEAD NO 1 1958
 PE0748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0748+STABILITY: SURFACE MOTION
 PE0748
 PE0748  HISTORY     - Date     Condition        Report By
 PE0748  HISTORY     - 1958     MONUMENTED       CGS
 PE0748  HISTORY     - 1982     MARK NOT FOUND   LOCSUR
 PE0748
 PE0748                          STATION DESCRIPTION
 PE0748
 PE0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0748'4 MI SE FROM NEWPORT.
 PE0748'2.75 MILES SOUTHEAST ALONG U.S. HIGHWAY 2 AND STATE HIGHWAY 100
 PE0748'FROM THE BRIDGE OVER THE EAST BRANCH OF THE SEBASTICOOK RIVER
 PE0748'AT NEWPORT, THENCE 1.1 MILES SOUTH ALONG STATE HIGHWAY 7, THENCE
 PE0748'0.05 MILE WEST ALONG A TRAIL ROAD TO FORK, THENCE 0.05 MILES
 PE0748'SOUTHWEST ALONG TRAIL ROAD TO A SMALL CLEARING, 137 FEET SOUTHWEST
 PE0748'OF THE JUNCTION OF THE TRAIL ROAD, 27 FEET NORTHWEST OF THE
 PE0748'CENTER LINE OF THE TRAIL, 79.3 FEET NORTH OF TRIANGULATION
 PE0748'STATION MOOSEHEAD, 2 FEET SOUTHWEST OF A METAL WITNESS POST,
 PE0748'ABOUT LEVEL WITH THE TRAIL, SET IN THE TOP OF A CONCRETE POST
 PE0748'PROJECTING 3 INCHES.
 PE0748
 PE0748                          STATION RECOVERY (1982)
 PE0748
 PE0748'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 PE0748'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0750 ***********************************************************************
 PE0750  DESIGNATION -  MOOSEHEAD RM 2
 PE0750  PID         -  PE0750
 PE0750  STATE/COUNTY-  ME/PENOBSCOT
 PE0750  USGS QUAD   -  PLYMOUTH (1982)
 PE0750
 PE0750                         *CURRENT SURVEY CONTROL
 PE0750  ___________________________________________________________________
 PE0750* NAD 83(1986)-  44 48 20.     (N)    069 13 21.     (W)     SCALED    
 PE0750* NAVD 88     -        76.162  (meters)     249.87   (feet)  ADJUSTED  
 PE0750  ___________________________________________________________________
 PE0750  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 PE0750  DYNAMIC HT  -          76.158 (meters)     249.86  (feet)  COMP
 PE0750  MODELED GRAV-     980,569.3   (mgal)                       NAVD 88
 PE0750
 PE0750  VERT ORDER  -  SECOND    CLASS 0
 PE0750
 PE0750.The horizontal coordinates were scaled from a topographic map and have
 PE0750.an estimated accuracy of +/- 6 seconds.
 PE0750
 PE0750.The orthometric height was determined by differential leveling
 PE0750.and adjusted by the National Geodetic Survey in June 1991..
 PE0750
 PE0750.The geoid height was determined by GEOID03.
 PE0750
 PE0750.The dynamic height is computed by dividing the NAVD 88
 PE0750.geopotential number by the normal gravity value computed on the
 PE0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0750.degrees latitude (g = 980.6199 gals.).
 PE0750
 PE0750.The modeled gravity was interpolated from observed gravity values.
 PE0750
 PE0750;                    North         East    Units  Estimated Accuracy
 PE0750;SPC ME E     -   126,790.      242,850.      MT  (+/- 180 meters Scaled)
 PE0750
 PE0750                          SUPERSEDED SURVEY CONTROL
 PE0750
 PE0750  NGVD 29 (??/??/92)   76.380  (m)          250.59   (f) ADJ UNCH    2 0
 PE0750
 PE0750.Superseded values are not recommended for survey control.
 PE0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0750.See file dsdata.txt to determine how the superseded data were derived.
 PE0750
 PE0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK824613(NAD 83)
 PE0750_MARKER: DR = REFERENCE MARK DISK
 PE0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0750_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0750_STAMPING: MOOSEHEAD NO 2 1958
 PE0750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0750+STABILITY: SURFACE MOTION
 PE0750
 PE0750  HISTORY     - Date     Condition        Report By
 PE0750  HISTORY     - 1958     MONUMENTED       CGS
 PE0750  HISTORY     - 1982     MARK NOT FOUND   LOCSUR
 PE0750
 PE0750                          STATION DESCRIPTION
 PE0750
 PE0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0750'4 MI SE FROM NEWPORT.
 PE0750'2.75 MILES SOUTHEAST ALONG U.S. HIGHWAY 2 AND STATE HIGHWAY 100
 PE0750'FROM THE BRIDGE OVER THE EAST BRANCH OF THE SEBASTICOOK RIVER AT
 PE0750'NEWPORT, THENCE 1.1 MILES SOUTH ALONG STATE HIGHWAY 7, THENCE
 PE0750'0.05 MILES WEST ALONG A TRAIL ROAD TO A FORK, THENCE 0.05 MILES
 PE0750'SOUTHWEST ALONG TRAIL ROAD TO A SMALL CLEARING, 85.0 FEET SOUTH
 PE0750'OF TRIANGULATION STATION MOOSEHEAD, 268 FEET SOUTHWEST OF THE
 PE0750'JUNCTION OF TRAIL ROADS, 33 FEET NORTHWEST OF FENCE LINE, 18
 PE0750'FEET NORTHWEST OF THE CENTER LINE OF THE TRAIL ROAD, 79 FEET
 PE0750'SOUTHWEST OF A GAP IN THE FENCE LINE NEAR THE SOUTHEAST CORNER
 PE0750'OF THE CLEARING, 153 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 PE0750'LEVEL WITH THE TRAIL ROAD, SET IN THE TOP OF A CONCRETE POST
 PE0750'PROJECTING 1 INCH.
 PE0750
 PE0750                          STATION RECOVERY (1982)
 PE0750
 PE0750'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 PE0750'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0687 ***********************************************************************
 QF0687  DESIGNATION -  MOOSEHORN
 QF0687  PID         -  QF0687
 QF0687  STATE/COUNTY-  ME/WASHINGTON
 QF0687  USGS QUAD   -  RED BEACH (1949)
 QF0687
 QF0687                         *CURRENT SURVEY CONTROL
 QF0687  ___________________________________________________________________
 QF0687* NAD 83(1996)-  45 05 33.11690(N)    067 14 10.95791(W)     ADJUSTED  
 QF0687* NAVD 88     -       138.     (meters)     453.     (feet)  SCALED    
 QF0687  ___________________________________________________________________
 QF0687  LAPLACE CORR-           4.83  (seconds)                    DEFLEC99
 QF0687  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 QF0687
 QF0687  HORZ ORDER  -  THIRD
 QF0687
 QF0687.The horizontal coordinates were established by classical geodetic methods
 QF0687.and adjusted by the National Geodetic Survey in March 1998..
 QF0687
 QF0687.The orthometric height was scaled from a topographic map.
 QF0687
 QF0687.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0687
 QF0687.The geoid height was determined by GEOID03.
 QF0687
 QF0687;                    North         East     Units Scale Factor Converg.
 QF0687;SPC ME E     -   159,202.737   399,462.202   MT  1.00002160   +0 53 42.1
 QF0687;UTM  19      - 4,994,742.614   638,776.503   MT  0.99983681   +1 14 57.4
 QF0687
 QF0687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0687!SPC ME E     -   0.99998201  x   1.00002160  =   1.00000361
 QF0687!UTM  19      -   0.99998201  x   0.99983681  =   0.99981882
 QF0687
 QF0687:                Primary Azimuth Mark                     Grid Az
 QF0687:SPC ME E     -  LANE 1866                                010 47 24.3
 QF0687:UTM  19      -  LANE 1866                                010 26 09.0
 QF0687
 QF0687|---------------------------------------------------------------------|
 QF0687| PID    Reference Object                     Distance      Geod. Az  |
 QF0687|                                                           dddmmss.s |
 QF0687| QF0701 LANE 1866                           APPROX. 7.5 KM 0114106.4 |
 QF0687| CE8969 MOOSEHORN RM 1                       21.405 METERS 14139     |
 QF0687| QF0928 BALD MTN LOOKOUT TOWER              APPROX. 4.2 KM 2630326.4 |
 QF0687| CE8970 MOOSEHORN RM 2                       17.630 METERS 27537     |
 QF0687|---------------------------------------------------------------------|
 QF0687
 QF0687                          SUPERSEDED SURVEY CONTROL
 QF0687
 QF0687  NAD 83(1992)-  45 05 33.11099(N)    067 14 10.95741(W) AD(       ) 3
 QF0687  NAD 83(1986)-  45 05 33.11241(N)    067 14 10.96144(W) AD(       ) 3
 QF0687  NAD 27      -  45 05 32.83600(N)    067 14 13.00500(W) AD(       ) 3
 QF0687
 QF0687.Superseded values are not recommended for survey control.
 QF0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0687.See file dsdata.txt to determine how the superseded data were derived.
 QF0687
 QF0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK3877794743(NAD 83)
 QF0687
 QF0687  HISTORY     - Date     Condition        Report By
 QF0687  HISTORY     - 1946     MONUMENTED       CGS
 QF0687
 QF0687                          STATION DESCRIPTION
 QF0687
 QF0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAG)
 QF0687'STATION IS ABOUT 7 MILES SSE OF CALAIS, 6.3 MILES WNW OF
 QF0687'ROBBINSTON, 0.4 MILE N OF THE N SIDE OF HOWARD LAKE, ON THE
 QF0687'PROMINENT HILL KNOWN LOCALLY AS HOWARD LAKE MOUNTAIN.  THIS HILL
 QF0687'HAS BEEN CUT OVER AND IS NOW GENERALLY COVERED BY A DENSE GROWTH
 QF0687'OF YOUNG HARDWOOD, WITH A FEW SCATTERED SPRUCE AND OLDER HARDWOOD
 QF0687'TREES, AND LIES WITHIN THE MOOSEHORN NATIONAL WILD LIFE
 QF0687'REFUGE.  THE STATION IS IN A SMALL CLEARING ON THE SUMMIT OF
 QF0687'THE HILL, ABOUT 25 METERS SE OF A PROMINENT 50-FOOT OAK TREE,
 QF0687'AND 35 METERS E OF A PROMINENT, LONE BOULDER IN ANOTHER
 QF0687'SMALL CLEARING.
 QF0687'
 QF0687'STATION MARK IS A STANDARD BRONZE DISK SET IN A DRILL HOLE IN
 QF0687'BEDROCK.  REFERENCES ARE STANDARD DISK REFERENCE MARKS IN ROCK
 QF0687'LEDGE.  REFERENCE 1 IS SE OF THE STATION, ON SAME ELEVATION, AND
 QF0687'REFERENCE 2 IS W OF STATION, 4 FEET LOWER.
 QF0687'
 QF0687'TO REACH THE STATION LEAVE U.S. HIGHWAY 1 ONE MILE S OF MILLTOWN,
 QF0687'DRIVE S THROUGH THE MOOSEHORN NATIONAL WILD LIFE REFUGE ON A
 QF0687'GRAVELLED ROAD 2.4 MILES, TAKE A ROAD E OPPOSITE A DIRECTION SIGN
 QF0687'TO THE MOOSEHORN HEADQUARTERS, LEADING SE TOWARD HOWARD LAKE,
 QF0687'2.4 MILES, THENCE FOLLOW A TRAIL TURNING LEFT 125 METERS TO AN
 QF0687'ABANDONED QUARRY, THENCE WALK 400 METERS NW TO SUMMIT OF HILL
 QF0687'AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ2712 ***********************************************************************
 AJ2712  CBN         -  This is a Cooperative Base Network Control Station.
 AJ2712  DESIGNATION -  MOPANG
 AJ2712  PID         -  AJ2712
 AJ2712  STATE/COUNTY-  ME/WASHINGTON
 AJ2712  USGS QUAD   -  NORTHEAST BLUFF (1990)
 AJ2712
 AJ2712                         *CURRENT SURVEY CONTROL
 AJ2712  ___________________________________________________________________
 AJ2712* NAD 83(1996)-  44 52 17.32339(N)    067 56 32.74430(W)     ADJUSTED  
 AJ2712* NAVD 88     -        99.3    (meters)     326.     (feet)  GPS OBS   
 AJ2712  ___________________________________________________________________
 AJ2712  X           -   1,700,335.694 (meters)                     COMP
 AJ2712  Y           -  -4,196,333.829 (meters)                     COMP
 AJ2712  Z           -   4,477,290.831 (meters)                     COMP
 AJ2712  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 AJ2712  ELLIP HEIGHT-          75.25  (meters)          (04/26/01) GPS OBS
 AJ2712  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 AJ2712
 AJ2712  HORZ ORDER  -  A
 AJ2712  ELLP ORDER  -  FOURTH    CLASS I
 AJ2712
 AJ2712.The horizontal coordinates were established by GPS observations
 AJ2712.and adjusted by the National Geodetic Survey in April 2001..
 AJ2712
 AJ2712.The orthometric height was determined by GPS observations and a
 AJ2712.high-resolution geoid model.
 AJ2712
 AJ2712.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2712
 AJ2712.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2712
 AJ2712.The ellipsoidal height was determined by GPS observations
 AJ2712.and is referenced to NAD 83.
 AJ2712
 AJ2712.The geoid height was determined by GEOID03.
 AJ2712
 AJ2712;                    North         East     Units Scale Factor Converg.
 AJ2712;SPC ME E     -   134,013.555   344,056.480   MT  0.99992386   +0 23 36.2
 AJ2712;UTM  19      - 4,969,217.452   583,538.934   MT  0.99968581   +0 44 46.2
 AJ2712
 AJ2712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2712!SPC ME E     -   0.99998820  x   0.99992386  =   0.99991206
 AJ2712!UTM  19      -   0.99998820  x   0.99968581  =   0.99967402
 AJ2712
 AJ2712                          SUPERSEDED SURVEY CONTROL
 AJ2712
 AJ2712.No superseded survey control is available for this station.
 AJ2712
 AJ2712_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK8353969217(NAD 83)
 AJ2712_MARKER: DD = SURVEY DISK
 AJ2712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2712_STAMPING: MOPANG 1989
 AJ2712_MARK LOGO: MEDT  
 AJ2712_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2712+STABILITY: SURFACE MOTION
 AJ2712_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2712+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2000
 AJ2712
 AJ2712  HISTORY     - Date     Condition        Report By
 AJ2712  HISTORY     - 1989     MONUMENTED       MEDT
 AJ2712  HISTORY     - 20000714 GOOD             MEDT
 AJ2712
 AJ2712                          STATION DESCRIPTION
 AJ2712
 AJ2712'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 2000 (TL)
 AJ2712'TO REACH FROM THE STATE HIGHWAY 9 BRIDGE OVER MOPANG STREAM IN T-30
 AJ2712'MD, GO WEST FOR ABOUT 0.05 MI (0.08 KM) ON HIGHWAY 9 TO THE STATION ON
 AJ2712'THE RIGHT.  LOCATED 97.4 FT (29.7 M) NORTHEAST OF THE CENTERLINE OF
 AJ2712'HIGHWAY, 76 FT (23.2 M) NORTHWEST OF THE CENTERLINE OF GRANT ROAD,
 AJ2712'75.5 FT (23.0 M) SOUTHEAST OF A 12-INCH RED PINE TREE AND 16.0 FT (4.9
 AJ2712'M) SOUTHWEST OF A METAL WITNESS POST.  UNDERGROUND MARK IS A DISK
 AJ2712'STAMPED ---MOPANG 1989---, SET IN AN IRREGULAR MASS OF CONCRETE 1.2 M
 AJ2712'(3.9 FT) BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0373 ***********************************************************************
 QH0373  DESIGNATION -  MORAN IBC
 QH0373  PID         -  QH0373
 QH0373  STATE/COUNTY-  ME/OXFORD
 QH0373  USGS QUAD   -  NORTHWEST POND (1990)
 QH0373
 QH0373                         *CURRENT SURVEY CONTROL
 QH0373  ___________________________________________________________________
 QH0373* NAD 83(1996)-  45 17 38.50404(N)    070 50 21.69527(W)     ADJUSTED  
 QH0373* NAVD 88     -      1060.     (meters)    3478.     (feet)  SCALED    
 QH0373  ___________________________________________________________________
 QH0373  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 QH0373  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 QH0373
 QH0373  HORZ ORDER  -  THIRD
 QH0373
 QH0373.The horizontal coordinates were established by classical geodetic methods
 QH0373.and adjusted by the National Geodetic Survey in March 1998..
 QH0373
 QH0373.The orthometric height was scaled from a topographic map.
 QH0373
 QH0373.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0373
 QH0373.The geoid height was determined by GEOID03.
 QH0373
 QH0373;                    North         East     Units Scale Factor Converg.
 QH0373;SPC ME W     -   273,627.521   847,234.021   MT  1.00000089   -0 28 41.2
 QH0373;UTM  19      - 5,017,259.769   355,773.901   MT  0.99985576   -1 18 27.0
 QH0373
 QH0373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0373!SPC ME W     -   0.99983787  x   1.00000089  =   0.99983876
 QH0373!UTM  19      -   0.99983787  x   0.99985576  =   0.99969365
 QH0373
 QH0373|---------------------------------------------------------------------|
 QH0373| PID    Reference Object                     Distance      Geod. Az  |
 QH0373|                                                           dddmmss.s |
 QH0373| QH0362 MORAN ECC 1 IBC                      45.060 METERS 05917     |
 QH0373| QH0256 SNOW IBC                            APPROX.10.2 KM 0913308.6 |
 QH0373| QH0359 MON 443 ECC IBC                     303.323 METERS 09134     |
 QH0373|---------------------------------------------------------------------|
 QH0373
 QH0373                          SUPERSEDED SURVEY CONTROL
 QH0373
 QH0373  NAD 83(1992)-  45 17 38.50285(N)    070 50 21.69196(W) AD(       ) 3
 QH0373  NAD 83(1992)-  45 17 38.50988(N)    070 50 21.68913(W) AD(       ) 3
 QH0373  NAD 83(1986)-  45 17 38.50753(N)    070 50 21.69412(W) AD(       ) 3
 QH0373  NAD 27      -  45 17 38.33200(N)    070 50 23.44400(W) AD(       ) 3
 QH0373
 QH0373.Superseded values are not recommended for survey control.
 QH0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0373.See file dsdata.txt to determine how the superseded data were derived.
 QH0373
 QH0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL5577417260(NAD 83)
 QH0373_MARKER: DD = SURVEY DISK
 QH0373_SETTING: 66 = SET IN ROCK OUTCROP
 QH0373_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 QH0373_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QH0373+STABILITY: POSITION/ELEVATION WELL
 QH0373_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QH0373+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2006
 QH0373
 QH0373  HISTORY     - Date     Condition        Report By
 QH0373  HISTORY     - 1916     MONUMENTED       IBC
 QH0373  HISTORY     - 1941     GOOD             IBC
 QH0373  HISTORY     - 20060713 GOOD             GEOCAC
 QH0373
 QH0373                          STATION DESCRIPTION
 QH0373
 QH0373'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1916 (JH)
 QH0373'IN WOBURN TOWNSHIP, 6 MILES SOUTH OF WOBURN, QUEBEC, ON THE EAST PEAK
 QH0373'OF GOSFORD MOUNTAIN RANGE, ON WHICH ARE THE SOURCES OF MORIN BROOK
 QH0373'AND CLEARWATER BROOK.  THE STATION IS ABOUT 1000 FEET WEST OF
 QH0373'MONUMENT 443, ON THE TOP OF THE FLAT SUMMIT OF THE PEAK.
 QH0373'
 QH0373'STATION MARK--A BRONZE DISK CEMENTED IN A DRILL HOLE IN A ROCK.
 QH0373
 QH0373                          STATION RECOVERY (1941)
 QH0373
 QH0373'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941 (FHB)
 QH0373'STATION RECOVERED IN GOOD CONDITION.
 QH0373
 QH0373                          STATION RECOVERY (2006)
 QH0373
 QH0373'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 QH0373'THE MARK WAS RECOVERED IN GOOD CONDITION.
 QH0373' 
 QH0373'TO REACH THE STATION FROM WOBURN QUEBEC, GO WEST ON ROUTE 212 ABOUT 2
 QH0373'MILES. GO LEFT ON A DIRT ROAD AT THE SIGN 'ZEC LOUISE GOSFORD'. GO
 QH0373'SOUTH ON THIS ROAD ABOUT 3.8 MILES TO GATE HOUSE ON LEFT.
 QH0373' 
 QH0373'TAKE THE MAIN PARK ROAD SOUTH, EAST AND FINALLY NORTH AROUND THE PARK
 QH0373'FOR ABOUT 7.5 MILES TO A FORK IN THE ROAD.  GO STRAIGHT (ANOTHER ROAD
 QH0373'GOES RIGHT) AND GO NORTH ABOUT 5 MILES TO A PARKING AREA AT THE END OF
 QH0373'CH. CLEARWATER AT ABOUT THE HEIGHT OF LAND BETWEEN MONT GOSFORD AND
 QH0373'THE PEAK WEST OF MONUMENT 443 AND THE STATION. THIS PEAK IS KNOWN
 QH0373'LOCALLY AS MONT BELVEDERE.
 QH0373' 
 QH0373'THE PEAK IS REACHED BY HIKING WEST ON TRAIL NO. 1 FROM THE PARKING LOT
 QH0373'ABOUT 1 MILE EAST TO THE HEIGHT OF LAND, JUST EAST OF AN OBSERVATION
 QH0373'PLATFORM AND ABOUT 300 YARDS WEST OF MONUMENT 443.
 QH0373' 
 QH0373'THE MAIN TRAIL TURNS TO THE LEFT HERE AND A FAINT GRASSY PATH LEADS
 QH0373'RIGHT (SOUTH) TOWARDS THE SUMMIT. THIS PATH REACHES THE SUMMIT IN
 QH0373'ABOUT .3 MILES. THERE IS A ROCK OUTCROP ABOUT 18 INCHES HIGH ON THE
 QH0373'RIGHT OF THE PATH AT THE HIGH POINT. THE MARK IS LOCATED ON A MOSS
 QH0373'COVERED ROCK AT GROUND LEVEL ABOUT 12 FEET FROM THIS ROCK AT A BEARING
 QH0373'OF ABOUT 103 DEGREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1923 ***********************************************************************
 PE1923  DESIGNATION -  MORGAN 1864
 PE1923  PID         -  PE1923
 PE1923  STATE/COUNTY-  ME/HANCOCK
 PE1923  USGS QUAD   -  NEWBURY NECK (1981)
 PE1923
 PE1923                         *CURRENT SURVEY CONTROL
 PE1923  ___________________________________________________________________
 PE1923* NAD 83(1996)-  44 25 20.04147(N)    068 29 53.41241(W)     ADJUSTED  
 PE1923* NAVD 88     -        67.     (meters)     220.     (feet)  SCALED    
 PE1923  ___________________________________________________________________
 PE1923  LAPLACE CORR-           5.96  (seconds)                    DEFLEC99
 PE1923  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 PE1923
 PE1923  HORZ ORDER  -  THIRD
 PE1923
 PE1923.The horizontal coordinates were established by classical geodetic methods
 PE1923.and adjusted by the National Geodetic Survey in March 1998..
 PE1923
 PE1923.The orthometric height was scaled from a topographic map.
 PE1923
 PE1923.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1923
 PE1923.The geoid height was determined by GEOID03.
 PE1923
 PE1923;                    North         East     Units Scale Factor Converg.
 PE1923;SPC ME E     -    83,945.014   300,145.709   MT  0.99990000   +0 00 04.6
 PE1923;UTM  19      - 4,918,893.602   539,947.350   MT  0.99961962   +0 21 04.5
 PE1923
 PE1923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1923!SPC ME E     -   0.99999339  x   0.99990000  =   0.99989339
 PE1923!UTM  19      -   0.99999339  x   0.99961962  =   0.99961301
 PE1923
 PE1923:                Primary Azimuth Mark                     Grid Az
 PE1923:SPC ME E     -  SURRY METHODIST CHURCH CHIMNEY           029 24 07.8
 PE1923:UTM  19      -  SURRY METHODIST CHURCH CHIMNEY           029 03 07.9
 PE1923
 PE1923|---------------------------------------------------------------------|
 PE1923| PID    Reference Object                     Distance      Geod. Az  |
 PE1923|                                                           dddmmss.s |
 PE1923| PE1932 SURRY METHODIST CHURCH CHIMNEY      APPROX. 4.6 KM 0292412.4 |
 PE1923| PE1935 NEWBURY NECK WHITE HSE S CHIM       APPROX. 3.8 KM 0444119.0 |
 PE1923| PE1927 OAK POINT RED HOUSE WEST CHIM       APPROX. 6.3 KM 1133501.3 |
 PE1923| PE1936 NEWBURY NECK UNION CHURCH           APPROX. 3.2 KM 1191442.8 |
 PE1923| PE1973 CARTER                              APPROX. 8.0 KM 1872603.2 |
 PE1923| PE1956 LONG ISLAND FISH HOUSE N GABLE      APPROX. 4.3 KM 1880537.6 |
 PE1923| PE1969 CANDAGES S HOUSE SOUTH CHIMNEY      APPROX. 8.3 KM 2093246.0 |
 PE1923|---------------------------------------------------------------------|
 PE1923
 PE1923                          SUPERSEDED SURVEY CONTROL
 PE1923
 PE1923  NAD 83(1992)-  44 25 20.03626(N)    068 29 53.39452(W) AD(       ) 3
 PE1923  NAD 83(1986)-  44 25 20.03598(N)    068 29 53.39765(W) AD(       ) 3
 PE1923  NAD 27      -  44 25 19.75000(N)    068 29 55.33000(W) AD(       ) 3
 PE1923
 PE1923.Superseded values are not recommended for survey control.
 PE1923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1923.See file dsdata.txt to determine how the superseded data were derived.
 PE1923
 PE1923_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK3994718894(NAD 83)
 PE1923
 PE1923  HISTORY     - Date     Condition        Report By
 PE1923  HISTORY     - 1864     MONUMENTED       CGS
 PE1923  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE1923  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE1923
 PE1923                          STATION DESCRIPTION
 PE1923
 PE1923'DESCRIBED BY COAST AND GEODETIC SURVEY 1864 (GAF)
 PE1923'ON A HIGH GRANITE HILL RISING ABRUPTLY FROM THE WATER ON THE
 PE1923'WESTERN SHORE OF MORGAN BAY, AN ARM OF BLUE HILL BAY LYING W OF
 PE1923'NEWBURY NECK AND ABOUT 4-1/4 MILES E OF THE VILLAGE OF BLUE
 PE1923'HILL.
 PE1923'
 PE1923'THE STATION IS ON THE HIGHEST PART OF THE HILL, ON A BARE
 PE1923'LEDGE, AND IS MARKED BY A COPPER BOLT SET IN A HOLE IN A ROCK.
 PE1923
 PE1923                          STATION RECOVERY (1934)
 PE1923
 PE1923'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1923'LOST.  THE LEDGE HAS BEEN BROKEN UP AT THE POSITION OF THE
 PE1923'STATION.
 PE1923
 PE1923                          STATION RECOVERY (1944)
 PE1923
 PE1923'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1923'STATION WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1924 ***********************************************************************
 PE1924  DESIGNATION -  MORGAN 2
 PE1924  PID         -  PE1924
 PE1924  STATE/COUNTY-  ME/HANCOCK
 PE1924  USGS QUAD   -  NEWBURY NECK (1981)
 PE1924
 PE1924                         *CURRENT SURVEY CONTROL
 PE1924  ___________________________________________________________________
 PE1924* NAD 83(1996)-  44 25 20.04210(N)    068 29 53.43250(W)     ADJUSTED  
 PE1924* NAVD 88     -        67.     (meters)     220.     (feet)  SCALED    
 PE1924  ___________________________________________________________________
 PE1924  LAPLACE CORR-           5.96  (seconds)                    DEFLEC99
 PE1924  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 PE1924
 PE1924  HORZ ORDER  -  SECOND
 PE1924
 PE1924.The horizontal coordinates were established by classical geodetic methods
 PE1924.and adjusted by the National Geodetic Survey in March 1998..
 PE1924
 PE1924.The orthometric height was scaled from a topographic map.
 PE1924
 PE1924.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1924
 PE1924.The geoid height was determined by GEOID03.
 PE1924
 PE1924;                    North         East     Units Scale Factor Converg.
 PE1924;SPC ME E     -    83,945.034   300,145.264   MT  0.99990000   +0 00 04.6
 PE1924;UTM  19      - 4,918,893.619   539,946.906   MT  0.99961962   +0 21 04.5
 PE1924
 PE1924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1924!SPC ME E     -   0.99999339  x   0.99990000  =   0.99989339
 PE1924!UTM  19      -   0.99999339  x   0.99961962  =   0.99961301
 PE1924
 PE1924:                Primary Azimuth Mark                     Grid Az
 PE1924:SPC ME E     -  SMITH                                    030 58 29.4
 PE1924:UTM  19      -  SMITH                                    030 37 29.5
 PE1924
 PE1924|---------------------------------------------------------------------|
 PE1924| PID    Reference Object                     Distance      Geod. Az  |
 PE1924|                                                           dddmmss.s |
 PE1924| PE1933 SMITH                               APPROX. 4.7 KM 0305834.0 |
 PE1924| CE8552 MORGAN 2 RM 1                        11.570 METERS 08249     |
 PE1924| CE8553 MORGAN 2 RM 2                         6.473 METERS 17028     |
 PE1924|---------------------------------------------------------------------|
 PE1924
 PE1924                          SUPERSEDED SURVEY CONTROL
 PE1924
 PE1924  NAD 83(1992)-  44 25 20.03708(N)    068 29 53.41437(W) AD(       ) 2
 PE1924  NAD 83(1986)-  44 25 20.03686(N)    068 29 53.41749(W) AD(       ) 2
 PE1924  NAD 27      -  44 25 19.74900(N)    068 29 55.34000(W) AD(       ) 2
 PE1924
 PE1924.Superseded values are not recommended for survey control.
 PE1924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1924.See file dsdata.txt to determine how the superseded data were derived.
 PE1924
 PE1924_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK3994718894(NAD 83)
 PE1924
 PE1924  HISTORY     - Date     Condition        Report By
 PE1924  HISTORY     - 1934     MONUMENTED       CGS
 PE1924  HISTORY     - 1956     SEE DESCRIPTION  CGS
 PE1924
 PE1924                          STATION DESCRIPTION
 PE1924
 PE1924'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1924'THE STATION IS ON SUMMIT OF WHAT IS KNOWN LOCALLY AS HIGH HEAD ON
 PE1924'THE W SHORE OF THE MOUTH OF MORGAN BAY, 1-1/4 MILES E OF EAST BLUE
 PE1924'HILL, AND 5-1/4 MILES S OF SURRY.
 PE1924'
 PE1924'LAND IS OWNED BY DR. MILLIKEN.  THE STATION IS ON HIGH HEAD.  A
 PE1924'WOODED LEDGE, THE SUMMIT OF WHICH IS 175 FEET LONG IN A N AND S
 PE1924'DIRECTION.  THE STATION IS AT THE NORTHERLY PART OF THE SUMMIT
 PE1924'AND WHERE SUMMIT IS AT ITS WIDEST E AND W DIRECTION OF 90 FEET.
 PE1924'
 PE1924'THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 PE1924'WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.  STATION IS ON A
 PE1924'LEDGE 10 FEET E OF W EDGE OF SUMMIT.  THE SHOWING LEDGE WHICH IS
 PE1924'10 FEET WIDE WITH THE 25-FOOT LONG SIDE SLOPING DOWN GRADE IN A
 PE1924'NNW DIRECTION.  THE MARK IS 6.8 FEET NW OF THE HIGH CORNER OF THE
 PE1924'LEDGE AND 10 FEET E OF A 1-FOOT FACE ON W SIDE.  IT IS 7.8 FEET
 PE1924'SSE OF CENTER OF A TRIANGULAR DEPRESSION IN SHOWING LEDGE.
 PE1924'
 PE1924'REFERENCE MARK NO. 1, IS 37.96 FEET E OF STATION IN A MOSS-COVERED
 PE1924'LEDGE AND 73 FEET SW OF A 2-FOOT HIGHER LEDGE.  REFERENCE MARK NO. 2
 PE1924'IS 21.24 FEET SSE OF STATION AND 14.0 FEET N OF A ROUNDED TOP
 PE1924'4 BY 6 FEET SHOWING LEDGE IN PATH TO STATION.
 PE1924'
 PE1924'TO REACH FROM EAST BLUE HILL AT SIGN SHORE ROAD TO ELLSWORTH, GO E
 PE1924'ONE MILE AND TAKE LEFT FORK, FOLLOW 0.3 MILE AND COME TO CLUBHOUSE
 PE1924'AND DOCK, FOLLOW N ALONG PATH FOLLOWING SHORE LINE ABOUT 1/4
 PE1924'MILE TO SIGN HIGH HEAD.  TAKE PATH TO LEFT INDICATED BY THIS SIGN
 PE1924'AND FOLLOW TO SUMMIT OF HILL.
 PE1924'
 PE1924'A 20-FOOT SIGNAL WAS USED.
 PE1924
 PE1924                          STATION RECOVERY (1956)
 PE1924
 PE1924'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 PE1924'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 PE1924'CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE VERIFIED.  THE
 PE1924'ORIGINAL DESCRIPTION IS ADEQUATE WITH THE FOLLOWING ADDITIONS--
 PE1924'
 PE1924'THE STATION MARK IS STAMPED MORGAN 2 1934.
 PE1924'
 PE1924'REFERENCE MARK 1 IS STAMPED MORGAN 2 1934 NO 1.
 PE1924'
 PE1924'REFERENCE MARK 2 IS STAMPED MORGAN 2 1934 NO 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0939 ***********************************************************************
 PD0939  DESIGNATION -  MORONG 1887
 PD0939  PID         -  PD0939
 PD0939  STATE/COUNTY-  ME/WASHINGTON
 PD0939  USGS QUAD   -  PEMBROKE (1977)
 PD0939
 PD0939                         *CURRENT SURVEY CONTROL
 PD0939  ___________________________________________________________________
 PD0939* NAD 83(1996)-  44 52 31.03365(N)    067 10 59.05488(W)     ADJUSTED  
 PD0939* NAVD 88     -        32.     (meters)     105.     (feet)  SCALED    
 PD0939  ___________________________________________________________________
 PD0939  LAPLACE CORR-           5.03  (seconds)                    DEFLEC99
 PD0939  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 PD0939
 PD0939  HORZ ORDER  -  THIRD
 PD0939
 PD0939.The horizontal coordinates were established by classical geodetic methods
 PD0939.and adjusted by the National Geodetic Survey in March 1998..
 PD0939
 PD0939.The orthometric height was scaled from a topographic map.
 PD0939
 PD0939.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0939
 PD0939.The geoid height was determined by GEOID03.
 PD0939
 PD0939;                    North         East     Units Scale Factor Converg.
 PD0939;SPC ME E     -   135,129.277   404,050.355   MT  1.00003309   +0 55 45.3
 PD0939;UTM  19      - 4,970,702.310   643,512.267   MT  0.99985326   +1 16 55.9
 PD0939
 PD0939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0939!SPC ME E     -   0.99999858  x   1.00003309  =   1.00003167
 PD0939!UTM  19      -   0.99999858  x   0.99985326  =   0.99985184
 PD0939
 PD0939                          SUPERSEDED SURVEY CONTROL
 PD0939
 PD0939  NAD 83(1992)-  44 52 31.02462(N)    067 10 59.05397(W) AD(       ) 3
 PD0939  NAD 83(1986)-  44 52 31.02237(N)    067 10 59.05644(W) AD(       ) 3
 PD0939  NAD 27      -  44 52 30.73700(N)    067 11 01.11400(W) AD(       ) 3
 PD0939
 PD0939.Superseded values are not recommended for survey control.
 PD0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0939.See file dsdata.txt to determine how the superseded data were derived.
 PD0939
 PD0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK4351270702(NAD 83)
 PD0939
 PD0939  HISTORY     - Date     Condition        Report By
 PD0939  HISTORY     - 1887     MONUMENTED       CGS
 PD0939  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0939
 PD0939                          STATION DESCRIPTION
 PD0939
 PD0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0939'STATION IS ON THE E SUMMIT OF A HILL ON THE W SIDE OF DENNYS
 PD0939'BAY, ABOUT 3 MILES SE OF DENNYSVILLE, AND ABOUT 200 METERS
 PD0939'SE OF THE FORK IN THE DENNYSVILLE-WHITING ROAD.  THE W SUMMIT
 PD0939'IS COVERED WITH TIMBER, BUT THE ONE ON WHICH THE STATION IS
 PD0939'LOCATED IS FAIRLY OPEN EXCEPT TOWARD THE W.  ENE OF THE
 PD0939'STATION THERE ARE TWO HOUSES IN RANGE AND DISTANT 1/8 AND
 PD0939'1/4 MILE, RESPECTIVELY.  THE STATION IS MARKED BY A STANDARD
 PD0939'BRONZE DISK WEDGED IN A DRILL HOLE IN A BOULDER.  A DRILL HOLE
 PD0939'1 INCH IN DIAMETER AND 5.67 METERS N OF THE STATION WAS MADE
 PD0939'TO SERVE AS A REFERENCE MARK.  IT IS ABOUT 1 FOOT LOWER THAN
 PD0939'THE STATION AND ABOUT 3 FEET E OF THE HIGH PART OF THE
 PD0939'LEDGE.  USED BY A.A.A. IN 1935.
 PD0939'
 PD0939'TO REACH THE STATION FROM DENNYSVILLE, DRIVE SE ON
 PD0939'U.S. HIGHWAY 1 ABOUT 2.6 MILES, TURN E ON SIDE ROAD 0.2 MILE,
 PD0939'FROM WHICH POINT THE BARE LEDGE CAN BE SEEN ABOUT 200 METERS
 PD0939'S OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0706 ***********************************************************************
 RF0706  DESIGNATION -  MORRISON
 RF0706  PID         -  RF0706
 RF0706  STATE/COUNTY-  ME/AROOSTOOK
 RF0706  USGS QUAD   -  MEDUXNEKEAG LAKE (1986)
 RF0706
 RF0706                         *CURRENT SURVEY CONTROL
 RF0706  ___________________________________________________________________
 RF0706* NAD 83(1996)-  46 04 20.64728(N)    068 00 31.14163(W)     ADJUSTED  
 RF0706* NAVD 88     -       369.     (meters)    1211.     (feet)  SCALED    
 RF0706  ___________________________________________________________________
 RF0706  LAPLACE CORR-           2.40  (seconds)                    DEFLEC99
 RF0706  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 RF0706
 RF0706  HORZ ORDER  -  FIRST
 RF0706
 RF0706.The horizontal coordinates were established by classical geodetic methods
 RF0706.and adjusted by the National Geodetic Survey in March 1998..
 RF0706
 RF0706.The orthometric height was scaled from a topographic map.
 RF0706
 RF0706.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0706
 RF0706.The geoid height was determined by GEOID03.
 RF0706
 RF0706;                    North         East     Units Scale Factor Converg.
 RF0706;SPC ME E     -   267,438.160   338,008.064   MT  0.99991775   +0 21 14.0
 RF0706;UTM  19      - 5,102,569.588   576,662.168   MT  0.99967225   +0 42 50.5
 RF0706
 RF0706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0706!SPC ME E     -   0.99994590  x   0.99991775  =   0.99986366
 RF0706!UTM  19      -   0.99994590  x   0.99967225  =   0.99961817
 RF0706
 RF0706|---------------------------------------------------------------------|
 RF0706| PID    Reference Object                     Distance      Geod. Az  |
 RF0706|                                                           dddmmss.s |
 RF0706| DA5523 MORRISON RM 1                        16.645 METERS 05210     |
 RF0706| QF1766 SPRING HILL 2 RESET                 APPROX.22.1 KM 1451545.3 |
 RF0706| DA5524 MORRISON RM 2                        20.482 METERS 30535     |
 RF0706| RF0705 SMYRNA MILLS ST HWY RAD MAST        APPROX.12.0 KM 3264118.7 |
 RF0706|---------------------------------------------------------------------|
 RF0706
 RF0706                          SUPERSEDED SURVEY CONTROL
 RF0706
 RF0706  NAD 83(1992)-  46 04 20.64394(N)    068 00 31.14050(W) AD(       ) 1
 RF0706  NAD 83(1986)-  46 04 20.64808(N)    068 00 31.16101(W) AD(       ) 1
 RF0706  NAD 27      -  46 04 20.45400(N)    068 00 33.09200(W) AD(       ) 1
 RF0706
 RF0706.Superseded values are not recommended for survey control.
 RF0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0706.See file dsdata.txt to determine how the superseded data were derived.
 RF0706
 RF0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM7666202570(NAD 83)
 RF0706_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RF0706_SETTING: 66 = SET IN ROCK OUTCROP
 RF0706
 RF0706  HISTORY     - Date     Condition        Report By
 RF0706  HISTORY     - 1941     MONUMENTED       CGS
 RF0706  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RF0706  HISTORY     - 1981     GOOD             MEDT
 RF0706
 RF0706                          STATION DESCRIPTION
 RF0706
 RF0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 RF0706'THE STATION IS LOCATED ABOUT 9 MILES SOUTHWEST OF HOULTON, 8.5
 RF0706'MILES SOUTHEAST OF SMYRNA MILLS, AND 14 MILES EAST SOUTHEAST OF
 RF0706'ISLAND FALLS, ON A HIGH RIDGE LOCALLY KNOWN AS WALLACE MOUNTAIN,
 RF0706'AND ON LAND OWNED BY THE CAREY HEIRS OF HOULTON.  IT IS 24 FEET
 RF0706'SOUTHWEST OF A TRIANGLE BLAZED 16 INCH WHITE PINE TREE, AND 22
 RF0706'FEET SOUTH OF A TRIANGLE BLAZED 24 INCH WHITE PINE TREE.  THE DISK
 RF0706'IS SET IN BEDROCK ABOUT 5 BY 7 FEET IN DIAMETER AND FLUSH WITH
 RF0706'THE GROUND.  IT IS STAMPED MORRISON 1941.
 RF0706'
 RF0706'REFERENCE MARK NO 1 IS NORTHEAST OF THE STATION, SET IN A BOULDER
 RF0706'ABOUT 1 BY 2 FEET IN DIAMETER AND PROJECTS 12 INCHES.  IT IS
 RF0706'STAMPED MORRISON NO 1, 1941.
 RF0706'
 RF0706'REFERENCE MARK NO 2 IS NORTH OF THE STATION, SET IN BEDROCK
 RF0706'FLUSH WITH THE GROUND, AND ABOUT 3 FEET LOWER THAN THE STATION
 RF0706'MARK.  IT IS STAMPED MORRISON NO 2, 1941.
 RF0706'
 RF0706'TO REACH THE STATION FROM H.L. LODGIES STORE AND POST OFFICE IN
 RF0706'LINNEUS.  (WHICH IS ABOUT 8.6 MILES SOUTHWEST OF HOULTON ON
 RF0706'U.S. HIGHWAY 2-A), BY GOING NORTHWEST ON THE DIRT ROAD FOR 1.8
 RF0706'MILES TO A T ROAD RIGHT, TURN RIGHT AND GO 2.1 MILES TO THE HOME OF
 RF0706'AMOS MORRISON ON THE LEFT, TURN LEFT INTO THE DRIVEWAY PASSING
 RF0706'BETWEEN BARN AND GARDEN GOING IN A WESTERLY DIRECTION TO THE
 RF0706'SOUTH SIDE OF THE FIELD, BEAR RIGHT ON A DIM ROAD ALONG THE
 RF0706'SOUTH SIDE OF THE FIELD AND CONTINUE IN A NORTHERLY DIRECTION
 RF0706'PASSING BETWEEN A STONE FENCE TO THE TOP OF THE HILL AND A
 RF0706'TRIANGLE BLAZED 12 INCH WHITE PINE TREE, END OF TRUCK TRAVEL.
 RF0706'FROM HERE FOLLOW AN OLD LOGGING ROAD IN A NORTHWESTERLY
 RF0706'DIRECTION TO A WOODS TRAIL RIGHT, TURN RIGHT AND FOLLOW A BLAZED
 RF0706'TRAIL TO THE TOP OF THE RIDGE AND STATION AS DESCRIBED.
 RF0706'
 RF0706'NOTE--A 40 FOOT POLE TOWER REQUIRED TO CLEAR ALL LINES.
 RF0706'
 RF0706'HEIGHT OF LIGHT ABOVE STATION MARK 12 METERS.
 RF0706
 RF0706                          STATION RECOVERY (1959)
 RF0706
 RF0706'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (HRL)
 RF0706'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RF0706'CONDITION.  A CHECK WAS MADE OF THE DISTANCE AND DIRECTION TO THE
 RF0706'MARKS AND FOUND TO BE CORRECT.  THE ORIGINAL DESCRIPTION IS
 RF0706'ADEQUATE.  BUT DUE TO CHANGES IN LAND MARKS, A NEW TO REACH
 RF0706'DESCRIPTION FOLLOWS--
 RF0706'
 RF0706'TO REACH FROM THE SIGNAL LIGHT ON U.S. HIGHWAY NO. 2A WHICH IS
 RF0706'NEAR THE POST OFFICE IN THE VILLAGE OF LINNEUS, GO WESTERLY ON
 RF0706'SURFACED ROAD FOR 1.0 MILE TO SIDE ROAD RIGHT.  CONTINUE WESTERLY
 RF0706'ON SURFACED ROAD FOR 0.8 MILE TO SIDE ROAD RIGHT.  TURN RIGHT
 RF0706'AND GO NORTH ON GRAVEL ROAD FOR 1.75 MILE TO TRACK ROAD
 RF0706'LEFT AT SOUTHEAST CORNER OF PASTURE.  TURN LEFT PASSING THROUGH
 RF0706'GATE AND GO WESTERLY ON TRACK ROAD FOR 0.3 MILE TO GATE AT EDGE OF
 RF0706'WOODS.  PASS THROUGH GATE AND GO WESTERLY ON WOODS ROAD FOR
 RF0706'0.45 MILE TO FORKS.  TAKE RIGHT FORK AND GO NORTHERLY ON OLD
 RF0706'LOGGING ROAD FOR 0.25 MILE TO TRIANGLE BLAZED TREE ON RIGHT (EAST)
 RF0706'SIDE OF ROAD.  TURN RIGHT, PASS TO NORTH OF TRIANGLE BLAZED
 RF0706'TREE AND FOLLOW BLAZED TRAIL IN A NORTHEASTERLY DIRECTION FOR
 RF0706'ABOUT 0.35 MILE TO TOP OF SECOND HILL AND STATION BETWEEN
 RF0706'TWO TRIANGLE BLAZED TREES.
 RF0706'
 RF0706'NOTE--DUE TO HEAVY GROWTH OF TIMBER, NO AZIMUTH MARK WAS
 RF0706'ESTABLISHED.  A FOUR WHEEL DRIVE VEHICLE CAN BE DRIVEN TO STATION.
 RF0706
 RF0706                          STATION RECOVERY (1981)
 RF0706
 RF0706'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1981 (BJR)
 RF0706'MORRISON - 1941 RECOVERED GOOD.
 RF0706'
 RF0706'MORRISON NO. 1 - 1941 RECOVERED GOOD.
 RF0706'
 RF0706'MORRISON NO. 2 - 1941 SEARCHED FOR, NOT FOUND.
 RF0706'
 RF0706'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 9 MI. SOUTHWEST
 RF0706'OF HOULTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0617 ***********************************************************************
 QF0617  DESIGNATION -  MORRISON
 QF0617  PID         -  QF0617
 QF0617  STATE/COUNTY-  ME/WASHINGTON
 QF0617  USGS QUAD   -  VANCEBORO (1988)
 QF0617
 QF0617                         *CURRENT SURVEY CONTROL
 QF0617  ___________________________________________________________________
 QF0617* NAD 83(1996)-  45 35 56.27451(N)    067 28 58.62829(W)     ADJUSTED  
 QF0617* NAVD 88     -       118.     (meters)     387.     (feet)  SCALED    
 QF0617  ___________________________________________________________________
 QF0617  LAPLACE CORR-           2.22  (seconds)                    DEFLEC99
 QF0617  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 QF0617
 QF0617  HORZ ORDER  -  THIRD
 QF0617
 QF0617.The horizontal coordinates were established by classical geodetic methods
 QF0617.and adjusted by the National Geodetic Survey in March 1998..
 QF0617
 QF0617.The orthometric height was scaled from a topographic map.
 QF0617
 QF0617.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0617
 QF0617.The geoid height was determined by GEOID03.
 QF0617
 QF0617;                    North         East     Units Scale Factor Converg.
 QF0617;SPC ME E     -   215,207.583   379,343.086   MT  0.99997737   +0 43 36.0
 QF0617;UTM  19      - 5,050,610.548   618,314.000   MT  0.99977210   +1 05 02.4
 QF0617
 QF0617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0617!SPC ME E     -   0.99998525  x   0.99997737  =   0.99996262
 QF0617!UTM  19      -   0.99998525  x   0.99977210  =   0.99975735
 QF0617
 QF0617|---------------------------------------------------------------------|
 QF0617| PID    Reference Object                     Distance      Geod. Az  |
 QF0617|                                                           dddmmss.s |
 QF0617| CE8971 MORRISON RM 1                                      14849     |
 QF0617| QF0619 WHITE OWL IBC                       APPROX. 1.0 KM 2070240.1 |
 QF0617| QF0647 REFERENCE MON 111 46                353.954 METERS 28337     |
 QF0617|---------------------------------------------------------------------|
 QF0617
 QF0617                          SUPERSEDED SURVEY CONTROL
 QF0617
 QF0617  NAD 83(1992)-  45 35 56.27067(N)    067 28 58.62542(W) AD(       ) 3
 QF0617  NAD 83(1986)-  45 35 56.27487(N)    067 28 58.63619(W) AD(       ) 3
 QF0617  NAD 27      -  45 35 56.04504(N)    067 29 00.63820(W) AD(       ) 3
 QF0617
 QF0617.Superseded values are not recommended for survey control.
 QF0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0617.See file dsdata.txt to determine how the superseded data were derived.
 QF0617
 QF0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL1831450611(NAD 83)
 QF0617_MARKER: DD = SURVEY DISK
 QF0617_SETTING: 80 = SET IN A BOULDER
 QF0617_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF0617
 QF0617  HISTORY     - Date     Condition        Report By
 QF0617  HISTORY     - 1911     MONUMENTED       IBC
 QF0617  HISTORY     - 1946     GOOD             IBC
 QF0617
 QF0617                          STATION DESCRIPTION
 QF0617
 QF0617'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (AJB)
 QF0617'ON THE S SHORE OF SPEDNIK LAKE, ON MORRISON POINT 2/3 MILE N OF AND
 QF0617'BELOW---THE NARROWS---.  IT IS ON A ROCK 4.3 METERS LONG, 2.9 METERS
 QF0617'WIDE, AND 2.7 METERS HIGH.  THE SOMEWHAT POINTED STATION ROCK IS 80
 QF0617'FEET OUTSIDE THE ROCKY BEACH ON MEAN LOW WATER, 150 FEET UPSTREAM
 QF0617'FROM THE EXTREME END OF MORRISON POINT, AND 150 FEET DOWNSTREAM FROM
 QF0617'ANOTHER POINT AT LOW WATER.
 QF0617'
 QF0617'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE IN THE ROCK.  A
 QF0617'CROSS WITHIN A TRIANGLE IS CUT IN A ROCK 10.41 METERS UPSTREAM FROM
 QF0617'THE STATION, A LIKE MARK IS CUT IN A BIG ROCK 16.01 METERS INLAND
 QF0617'FROM THE STATION, AND A THIRD LIKE MARK IS CUT IN ROCK TOWARD A
 QF0617'DUGOUT 10.64 METERS FROM THE STATION.  THESE ARE SLOPE MEASUREMENTS.
 QF0617'
 QF0617'A GS OF C REFERENCE DISK IS WEDGE IN A FLAT ROCK 6 FEET SQUARE,
 QF0617'RISING 1 INCH TO 10 INCHES ABOVE THE BEACH, 96.8 FEET INLAND FROM
 QF0617'THE STATION.
 QF0617
 QF0617                          STATION RECOVERY (1946)
 QF0617
 QF0617'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF0617'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0890 ***********************************************************************
 PD0890  DESIGNATION -  MORRISON 1883
 PD0890  PID         -  PD0890
 PD0890  STATE/COUNTY-  ME/WASHINGTON
 PD0890  USGS QUAD   -  WEST LUBEC (1975)
 PD0890
 PD0890                         *CURRENT SURVEY CONTROL
 PD0890  ___________________________________________________________________
 PD0890* NAD 83(1996)-  44 45 24.26176(N)    067 04 45.51753(W)     ADJUSTED  
 PD0890* NAVD 88     -        54.     (meters)     177.     (feet)  SCALED    
 PD0890  ___________________________________________________________________
 PD0890  LAPLACE CORR-           2.19  (seconds)                    DEFLEC99
 PD0890  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 PD0890
 PD0890  HORZ ORDER  -  THIRD
 PD0890
 PD0890.The horizontal coordinates were established by classical geodetic methods
 PD0890.and adjusted by the National Geodetic Survey in March 1998..
 PD0890
 PD0890.The orthometric height was scaled from a topographic map.
 PD0890
 PD0890.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0890
 PD0890.The geoid height was determined by GEOID03.
 PD0890
 PD0890;                    North         East     Units Scale Factor Converg.
 PD0890;SPC ME E     -   122,094.781   412,478.719   MT  1.00005553   +1 00 01.5
 PD0890;UTM  19      - 4,957,722.203   652,019.183   MT  0.99988419   +1 21 09.4
 PD0890
 PD0890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0890!SPC ME E     -   0.99999506  x   1.00005553  =   1.00005059
 PD0890!UTM  19      -   0.99999506  x   0.99988419  =   0.99987925
 PD0890
 PD0890                          SUPERSEDED SURVEY CONTROL
 PD0890
 PD0890  NAD 83(1992)-  44 45 24.25780(N)    067 04 45.51743(W) AD(       ) 3
 PD0890  NAD 83(1986)-  44 45 24.25489(N)    067 04 45.51918(W) AD(       ) 3
 PD0890  NAD 27      -  44 45 23.96300(N)    067 04 47.59700(W) AD(       ) 3
 PD0890
 PD0890.Superseded values are not recommended for survey control.
 PD0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0890.See file dsdata.txt to determine how the superseded data were derived.
 PD0890
 PD0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5201957722(NAD 83)
 PD0890
 PD0890  HISTORY     - Date     Condition        Report By
 PD0890  HISTORY     - 1883     MONUMENTED       CGS
 PD0890  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0890
 PD0890                          STATION DESCRIPTION
 PD0890
 PD0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0890'STATION IS ON THE TOP OF A PROMINENT HILL, NOW LARGELY WOODED,
 PD0890'ON THE N SIDE OF HAYCOCK HARBOR, ABOUT 1/3 WAY FROM ITS HEAD
 PD0890'TO ITS ENTRANCE.  A ROAD LEADING TO BALCHS HEAD IS JUST N
 PD0890'OF THE HILL AND THE REMAINS OF AN OLD HOUSE ARE ABOUT 150
 PD0890'METERS NW OF THE STATION.
 PD0890'
 PD0890'STATION MARK IS A DRILL HOLE, SURROUNDED BY A TRIANGLE
 PD0890'CUT IN THE ROCK, AND COVERED BY A CAIRN.
 PD0890'
 PD0890'TO REACH THE STATION FROM WEST LUBEC POST OFFICE, FOLLOW
 PD0890'STATE HIGHWAY 191 S 4.2 MILES TO A FARM ROAD LEADING SE AT
 PD0890'A POINT 300 METERS NE OF THE STREAM AT THE HEAD OF HAYCOCK
 PD0890'HARBOR.  FOLLOW THIS FARM ROAD SE ABOUT 0.25 MILE TO A POINT
 PD0890'JUST SW OF A GRAVEL PIT, THEN WALK ABOUT 350 METERS TO SUMMIT
 PD0890'OF HILL AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0780 ***********************************************************************
 PE0780  DESIGNATION -  MORSE
 PE0780  PID         -  PE0780
 PE0780  STATE/COUNTY-  ME/PENOBSCOT
 PE0780  USGS QUAD   -  CARMEL (1982)
 PE0780
 PE0780                         *CURRENT SURVEY CONTROL
 PE0780  ___________________________________________________________________
 PE0780* NAD 83(1996)-  44 46 51.41482(N)    069 02 02.51516(W)     ADJUSTED  
 PE0780* NAVD 88     -        71.124  (meters)     233.35   (feet)  ADJUSTED  
 PE0780  ___________________________________________________________________
 PE0780  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 PE0780  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 PE0780  DYNAMIC HT  -          71.120 (meters)     233.33  (feet)  COMP
 PE0780  MODELED GRAV-     980,569.9   (mgal)                       NAVD 88
 PE0780
 PE0780  HORZ ORDER  -  SECOND
 PE0780  VERT ORDER  -  SECOND    CLASS 0
 PE0780
 PE0780.The horizontal coordinates were established by classical geodetic methods
 PE0780.and adjusted by the National Geodetic Survey in March 1998..
 PE0780
 PE0780.The orthometric height was determined by differential leveling
 PE0780.and adjusted by the National Geodetic Survey in June 1991..
 PE0780
 PE0780.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE0780
 PE0780.The geoid height was determined by GEOID03.
 PE0780
 PE0780.The dynamic height is computed by dividing the NAVD 88
 PE0780.geopotential number by the normal gravity value computed on the
 PE0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0780.degrees latitude (g = 980.6199 gals.).
 PE0780
 PE0780.The modeled gravity was interpolated from observed gravity values.
 PE0780
 PE0780;                    North         East     Units Scale Factor Converg.
 PE0780;SPC ME E     -   123,941.587   257,737.358   MT  0.99992196   -0 22 34.2
 PE0780;SPC ME W     -   217,013.514   989,641.348   MT  1.00006544   +0 47 52.4
 PE0780;UTM  19      - 4,958,617.594   497,307.558   MT  0.99960009   -0 01 26.3
 PE0780
 PE0780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE0780!SPC ME E     -   0.99999277  x   0.99992196  =   0.99991473
 PE0780!SPC ME W     -   0.99999277  x   1.00006544  =   1.00005821
 PE0780!UTM  19      -   0.99999277  x   0.99960009  =   0.99959287
 PE0780
 PE0780|---------------------------------------------------------------------|
 PE0780| PID    Reference Object                     Distance      Geod. Az  |
 PE0780|                                                           dddmmss.s |
 PE0780| PE0779 MORSE RM 1                           23.020 METERS 00655     |
 PE0780| PE0781 MORSE RM 2                           23.760 METERS 19002     |
 PE0780| PE0773 CARMEL                              APPROX. 2.1 KM 2773119.3 |
 PE0780| CE8554 MORSE AZ MK                                        3513556.9 |
 PE0780|---------------------------------------------------------------------|
 PE0780
 PE0780                          SUPERSEDED SURVEY CONTROL
 PE0780
 PE0780  NAD 83(1992)-  44 46 51.41248(N)    069 02 02.50998(W) AD(       ) 2
 PE0780  NAD 83(1986)-  44 46 51.41086(N)    069 02 02.51678(W) AD(       ) 2
 PE0780  NAD 27      -  44 46 51.16350(N)    069 02 04.35500(W) AD(       ) 2
 PE0780  NGVD 29 (??/??/92)   71.342  (m)          234.06   (f) ADJ UNCH    2 0
 PE0780
 PE0780.Superseded values are not recommended for survey control.
 PE0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0780.See file dsdata.txt to determine how the superseded data were derived.
 PE0780
 PE0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK9730858618(NAD 83)
 PE0780_MARKER: DS = TRIANGULATION STATION DISK
 PE0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0780_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0780_STAMPING: MORSE 1958
 PE0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0780+STABILITY: SURFACE MOTION
 PE0780
 PE0780  HISTORY     - Date     Condition        Report By
 PE0780  HISTORY     - 1958     MONUMENTED       CGS
 PE0780  HISTORY     - 1958     GOOD             CGS
 PE0780  HISTORY     - 1980     GOOD             USGS
 PE0780
 PE0780                          STATION DESCRIPTION
 PE0780
 PE0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 PE0780'STATION IS LOCATED 6-1/2 MILES WEST-SOUTHWEST OF HERMON, 1-1/2
 PE0780'MILES SOUTHEAST OF CARMEL AND ABOUT 1/2 MILE SOUTHWEST OF THE
 PE0780'MORSES HOUSE ON THE HIGHEST GROUND OF THE CLEARING.  STATION IS
 PE0780'21.5 FEET SOUTHWEST OF WITNESS POST, 29 FEET SOUTHWEST OF 18
 PE0780'INCH TRIANGLE BLAZED FIR TREE, 17 FEET WEST OF WOODED AREA, AND
 PE0780'37 FEET EAST-SOUTHEAST OF A LARGE BOULDER.  MARK IS SET FLUSH AND
 PE0780'THE DISK IS STAMPED MORSE 1958.
 PE0780'
 PE0780'R.M. NO. 1 IS 61 FEET NORTH OF WITNESS POST, 1 FOOT WEST OF
 PE0780'WOODS AREA, AND 6 FEET SOUTHWEST OF 6 INCH EVERGREEN TREE.  MARK
 PE0780'IS SET FLUSH WITH THE SURFACE OF THE GROUND AND THE DIST IS
 PE0780'STAMPED MORSE NO. 1 1958.
 PE0780'
 PE0780'R.M. NO. 2 IS 2 FEET NORTHWEST OF FENCELINE, 96 FEET
 PE0780'SOUTH-SOUTHWEST OF WITNESS POST, AND 6 FEET NORTHEAST OF 4 INCH
 PE0780'EVERGREEN TREE.  MARK IS SET FLUSH AND THE DISK IS STAMPED MORSE
 PE0780'NO. 2 1958.
 PE0780'
 PE0780'AZIMUTH MARK IS 0.15 MILE SOUTH OF STATION ALONG WEST SIDE OF
 PE0780'WOODS AREA, 16 FEET WEST OF WITNESS POST, 15 FEET WEST-SOUTHWEST
 PE0780'OF 4 INCH CEDAR TREE, AND 150 FEET NORTH-NORTHEAST OF A 24
 PE0780'INCH TREE.  MARK IS SET IN A DRILL HOLE IN OUTCROPPING ROCK
 PE0780'FLUSH WITH THE GROUND AND THE DISK IS STAMPED MORSE 1958.
 PE0780'
 PE0780'TO REACH FROM THE POST OFFICE IN CARMEL, GO SOUTHEAST ON HAMPDEN
 PE0780'ROAD FOR 0.85 MILE TO SIDE ROAD RIGHT JUST AFTER CROSSING SMALL
 PE0780'STREAM.  TURN RIGHT AND GO SOUTH FOR 0.5 MILE TO CLEARING ON LEFT
 PE0780'AND ELMER SPRAGUES HOUSE ON THE RIGHT, ABOUT 40 YARDS SOUTHEAST
 PE0780'OF SPRAGUES HOUSE TURN LEFT AND GO EAST ON TRACK FIELD ROAD ALONG
 PE0780'NORTH SIDE OF WOODS FOR 0.05 MILE TO NORTHWEST CORNER OF ANOTHER
 PE0780'CLEARING.  FROM HERE SO SOUTHEAST ACROSS CLEARING UP HILL FOR
 PE0780'0.25 MILE TO HIGHEST POINT IN CLEARING AND STATION AS
 PE0780'DESCRIBED.
 PE0780'
 PE0780'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 PE0780
 PE0780                          STATION RECOVERY (1958)
 PE0780
 PE0780'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 PE0780'1.6 MI SE FROM CARMEL.
 PE0780'0.85 MILES SOUTHEAST ALONG BLACKTOP ROAD FROM THE POST OFFICE
 PE0780'AT CARMEL, THENCE 0.5 MILE SOUTHWEST ALONG A GRAVEL ROAD TO A
 PE0780'FIELD AND A FIELD ROAD ON THE EAST SIDE OF THE ROAD AND A HOUSE
 PE0780'ON THE WEST SIDE OF THE ROAD, THENCE 0.25 MILE EAST AND SOUTHEAST
 PE0780'ALONG THE FIELD ROAD UPHILL TO THE EAST END OF THE FIELD, 127
 PE0780'FEET NORTHEAST OF THE SOUTH CORNER OF THE FIELD AND GATE, 18
 PE0780'FEET NORTHWEST OF FENCE LINE, 27 FEET SOUTHEAST OF SOUTHEAST
 PE0780'EDGE OF A 3-FOOT HIGH IRREGULAR BEDROCK OVERGROWN WITH SMALL
 PE0780'TREES, 21.6 FEET WEST OF A METAL WITNESS POST, SET IN THE TOP
 PE0780'OF A CONCRETE POST 1 INCH UNDERGROUND.
 PE0780
 PE0780                          STATION RECOVERY (1980)
 PE0780
 PE0780'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 PE0780'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0483 ***********************************************************************
 OB0483  DESIGNATION -  MORSE MT RADAR TOWER
 OB0483  PID         -  OB0483
 OB0483  STATE/COUNTY-  ME/SAGADAHOC
 OB0483  USGS QUAD   -  SMALL POINT (1957)
 OB0483
 OB0483                         *CURRENT SURVEY CONTROL
 OB0483  ___________________________________________________________________
 OB0483* NAD 83(1996)-  43 44 17.01373(N)    069 49 32.71782(W)     ADJUSTED  
 OB0483* NAVD 88     -                                                        
 OB0483  ___________________________________________________________________
 OB0483  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 OB0483  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 OB0483
 OB0483  HORZ ORDER  -  THIRD
 OB0483
 OB0483.The horizontal coordinates were established by classical geodetic methods
 OB0483.and adjusted by the National Geodetic Survey in March 1998..
 OB0483
 OB0483
 OB0483.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0483
 OB0483.The geoid height was determined by GEOID03.
 OB0483
 OB0483;                    North         East     Units Scale Factor Converg.
 OB0483;SPC ME W     -   100,566.665   927,462.332   MT  0.99997594   +0 14 08.5
 OB0483;UTM  19      - 4,843,111.631   433,505.156   MT  0.99965438   -0 34 15.3
 OB0483
 OB0483                          SUPERSEDED SURVEY CONTROL
 OB0483
 OB0483  NAD 83(1992)-  43 44 17.01107(N)    069 49 32.71660(W) AD(       ) 4
 OB0483  NAD 83(1986)-  43 44 17.01680(N)    069 49 32.72223(W) AD(       ) 4
 OB0483  NAD 27      -  43 44 16.70900(N)    069 49 34.55900(W) AD(       ) 3
 OB0483
 OB0483.Superseded values are not recommended for survey control.
 OB0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0483.See file dsdata.txt to determine how the superseded data were derived.
 OB0483
 OB0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3350543112(NAD 83)
 OB0483
 OB0483  HISTORY     - Date     Condition        Report By
 OB0483  HISTORY     - 1943     MONUMENTED       CGS
 OB0483
 OB0483                          STATION DESCRIPTION
 OB0483
 OB0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 OB0483'THE STATION IS LOCATED ON THE HIGHEST POINT OF MORSE MOUNTAIN,
 OB0483'ABOUT 2.5 MI. W OF POPHAM POINT, AND 3.5 MI. NW OF THE SEGUINE
 OB0483'ISLAND LIGHTHOUSE.  IT IS A FOUR-LEGGED STEEL STRUCTURE ABOUT
 OB0483'110 FT. HIGH WITH AN OSCILLATING WHEEL ON THE TOP.  POINT OBSERVED
 OB0483'UPON, THE JUNCTION OF THE WHEEL AND TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0482 ***********************************************************************
 OB0482  DESIGNATION -  MORSE RESET
 OB0482  PID         -  OB0482
 OB0482  STATE/COUNTY-  ME/SAGADAHOC
 OB0482  USGS QUAD   -  SMALL POINT (1957)
 OB0482
 OB0482                         *CURRENT SURVEY CONTROL
 OB0482  ___________________________________________________________________
 OB0482* NAD 83(1996)-  43 44 17.17444(N)    069 49 32.87195(W)     ADJUSTED  
 OB0482* NAVD 88     -        64.     (meters)     210.     (feet)  SCALED    
 OB0482  ___________________________________________________________________
 OB0482  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 OB0482  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 OB0482
 OB0482  HORZ ORDER  -  THIRD
 OB0482
 OB0482.The horizontal coordinates were established by classical geodetic methods
 OB0482.and adjusted by the National Geodetic Survey in March 1998..
 OB0482
 OB0482.The orthometric height was scaled from a topographic map.
 OB0482
 OB0482.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0482
 OB0482.The geoid height was determined by GEOID03.
 OB0482
 OB0482;                    North         East     Units Scale Factor Converg.
 OB0482;SPC ME W     -   100,571.611   927,458.863   MT  0.99997594   +0 14 08.4
 OB0482;UTM  19      - 4,843,116.623   433,501.758   MT  0.99965439   -0 34 15.4
 OB0482
 OB0482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0482!SPC ME W     -   0.99999403  x   0.99997594  =   0.99996997
 OB0482!UTM  19      -   0.99999403  x   0.99965439  =   0.99964842
 OB0482
 OB0482:                Primary Azimuth Mark                     Grid Az
 OB0482:SPC ME W     -  CAPE SMALL NORTH WATER TOWER             212 16 52.0
 OB0482:UTM  19      -  CAPE SMALL NORTH WATER TOWER             213 05 15.8
 OB0482
 OB0482|---------------------------------------------------------------------|
 OB0482| PID    Reference Object                     Distance      Geod. Az  |
 OB0482|                                                           dddmmss.s |
 OB0482| OB0475 CAPE SMALL NORTH WATER TOWER        APPROX. 1.9 KM 2123100.4 |
 OB0482| CE8329 MORSE RM 1                            3.212 METERS 24914     |
 OB0482| CE8330 MORSE RM 2                            3.799 METERS 31137     |
 OB0482| OB0532 ROBINSONS ROCK 2                    APPROX. 3.1 KM 3194227.3 |
 OB0482|---------------------------------------------------------------------|
 OB0482
 OB0482                          SUPERSEDED SURVEY CONTROL
 OB0482
 OB0482  NAD 83(1992)-  43 44 17.17176(N)    069 49 32.87073(W) AD(       ) 3
 OB0482  NAD 83(1986)-  43 44 17.17749(N)    069 49 32.87630(W) AD(       ) 3
 OB0482  NAD 27      -  43 44 16.86900(N)    069 49 34.71100(W) AD(       ) 3
 OB0482
 OB0482.Superseded values are not recommended for survey control.
 OB0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0482.See file dsdata.txt to determine how the superseded data were derived.
 OB0482
 OB0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3350243117(NAD 83)
 OB0482
 OB0482  HISTORY     - Date     Condition        Report By
 OB0482  HISTORY     - 1852     MONUMENTED       CGS
 OB0482  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OB0482  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0482  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0482  HISTORY     - 1957     SEE DESCRIPTION  USGS
 OB0482
 OB0482                          STATION DESCRIPTION
 OB0482
 OB0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1852 (COB)
 OB0482'ON A HILL KNOWN AS MORSES MOUNTAIN, ON CAPE SMALL PENINSULA, BETWEEN
 OB0482'SPRAGUE AND MORSE RIVERS ABOUT 300 METERS E OF THE FORMER AND 1/4
 OB0482'MILE W OF THE LATTER, AND ABOUT 3/4 MILE E OF THE OCEAN SHORE.  THE
 OB0482'STATION IS ON THE SUMMIT AND IS MARKED BY A HOLE DRILLED IN THE
 OB0482'ROCK.
 OB0482
 OB0482                          STATION RECOVERY (1933)
 OB0482
 OB0482'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OB0482'THIS STATION WAS FOUND AS DESCRIBED.  DRILL HOLE 1 INCH IN DIAMETER
 OB0482'BY 1-1/2 INCHES DEEP, 3 FEET 5 INCHES N OF SIDE OF OLD OBSERVATION
 OB0482'TOWER, 5 FEET 4-1/2 INCHES FROM NW CORNER POST AND 5 FEET 9 INCHES
 OB0482'FROM NE CORNER POST OF TOWER.  STATION IS ON HIGHEST POINT OF
 OB0482'MORSE MOUNTAIN ON BARE ROCK.
 OB0482'
 OB0482'THE STATION WAS RE-MARKED.  THE STATION AND REFERENCE MARKS ARE
 OB0482'STANDARD BRONZE DISKS WEDGED IN DRILL HOLES IN BOULDERS.
 OB0482'
 OB0482'REFERENCE MARK NO. 1 IS 3.22 METERS W OF STATION, 2 METERS N OF A
 OB0482'SMALL TRIPLE PINE, AND 2 METERS W OF THE NW CORNER OF THE OLD
 OB0482'OBSERVATORY.
 OB0482'
 OB0482'REFERENCE MARK NO. 2, IS 3.81 METERS NW OF THE STATION AND 3.667
 OB0482'METERS N OF REFERENCE MARK NO. 1.
 OB0482'
 OB0482'STATION WAS REACHED BY TAKING POPHAM BEACH ROAD WHICH TURNS E FROM
 OB0482'SMALL POINT ROAD 1 MILE S OF ASHDALE.  FOLLOW THIS 3/4 MILE TO ROAD
 OB0482'ON RIGHT THROUGH GATE.  FOLLOW RIGHT ROAD PAST MORSES HOUSE AND
 OB0482'AROUND E SIDE OF MOUNTAIN.  VERY ROUGH MOUNTAIN ROAD LEADS TO TOP
 OB0482'OF MOUNTAIN WITHIN 50 YARDS OF STATION.  PROBABLY STATION COULD
 OB0482'BE REACHED FROM THE W SIDE OF THE MOUNTAIN AS A NEW ROAD IS UNDER
 OB0482'CONSTRUCTION.  PROPERTY BELONGS TO MISS BROWN OF OGONTZ
 OB0482'SCHOOL IN PENNSYLVANIA.
 OB0482
 OB0482                          STATION RECOVERY (1934)
 OB0482
 OB0482'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0482'THIS STATION IS ON TOP OF A HILL KNOWN AS MORSE MOUNTAIN ON CAPE
 OB0482'SMALL PENINSULA BETWEEN SPRAGUE AND MORSE RIVERS.
 OB0482'
 OB0482'A STANDARD DISK WAS PLACED IN THE ORIGINAL DRILL HOLE, AND TWO
 OB0482'STANDARD REFERENCE MARKS PLACED IN LEDGE NEAR THE STATION.
 OB0482'
 OB0482'TO REACH THE STATION FROM BATH GO S ON HIGHWAYS 209 AND 216 TO THE
 OB0482'JUNCTION OF HIGHWAYS 216 AND 217.  FROM THIS JUNCTION CONTINUE S ON
 OB0482'HIGHWAY 216 A DISTANCE OF 1-1/2 MILES AND TAKE PRIVATE ROAD LEFT AT
 OB0482'TWO MAIL BOXES, AND CONTINUE 1/4 MILE TO THE HOME OF A MR.
 OB0482'MC INTIRE.  THE MOUNTAIN CAN BE SEEN TO THE E FROM HERE ABOUT 1/2
 OB0482'MILE AWAY.  A ROAD LEADS FROM HIS HOUSE ACROSS A MARSH, OVER THE
 OB0482'MOUNTAIN TO A BEACH ON THE E SHORE.  THE STATION IS ON THE
 OB0482'HIGHEST PART OF THE HILL ON BARE LEDGE ABOUT 5 FEET N OF THE
 OB0482'RUINS OF AN OLD OBSERVATORY.  A FOOTPATH LEADS OFF TO THE RIGHT
 OB0482'FROM THE ROAD NEAR THE TOP OF THE HILL.
 OB0482
 OB0482                          STATION RECOVERY (1942)
 OB0482
 OB0482'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (HOF)
 OB0482'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED WITH THE
 OB0482'FOLLOWING ADDITION--
 OB0482'
 OB0482'THE MARK IS ON RANGE WITH REFERENCE MARK 2 AND THE SE
 OB0482'CENTER LINE OF THE TOWER FOOTING.  4.38 METERS NE OF THE CENTER LINE
 OB0482'OF NW TOWER FOOTING, 4.27 METERS NW OF THE NE CENTER LINE TOWER
 OB0482'FOOTING, 8.52 METERS NW OF THE SE CENTER LINE TOWER FOOTING, AND
 OB0482'8.60 METERS NE OF THE SW CENTER LINE TOWER FOOTING.
 OB0482
 OB0482                          STATION RECOVERY (1957)
 OB0482
 OB0482'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 OB0482'TOWER HAS BEEN REMOVED AND THE SUMMIT OF THE MOUNTAIN IS NOW THE
 OB0482'SITE OF THREE COTTAGES.  THE OWNER, MR. ST. JOHN, DISCLAIMS ANY
 OB0482'KNOWLEDGE OF THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0779 ***********************************************************************
 PE0779  DESIGNATION -  MORSE RM 1
 PE0779  PID         -  PE0779
 PE0779  STATE/COUNTY-  ME/PENOBSCOT
 PE0779  USGS QUAD   -  CARMEL (1982)
 PE0779
 PE0779                         *CURRENT SURVEY CONTROL
 PE0779  ___________________________________________________________________
 PE0779* NAD 83(1986)-  44 46 51.     (N)    069 02 02.     (W)     SCALED    
 PE0779* NAVD 88     -        70.521  (meters)     231.37   (feet)  ADJUSTED  
 PE0779  ___________________________________________________________________
 PE0779  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 PE0779  DYNAMIC HT  -          70.517 (meters)     231.35  (feet)  COMP
 PE0779  MODELED GRAV-     980,569.9   (mgal)                       NAVD 88
 PE0779
 PE0779  VERT ORDER  -  SECOND    CLASS 0
 PE0779
 PE0779.The horizontal coordinates were scaled from a topographic map and have
 PE0779.an estimated accuracy of +/- 6 seconds.
 PE0779
 PE0779.The orthometric height was determined by differential leveling
 PE0779.and adjusted by the National Geodetic Survey in June 1991..
 PE0779
 PE0779.The geoid height was determined by GEOID03.
 PE0779
 PE0779.The dynamic height is computed by dividing the NAVD 88
 PE0779.geopotential number by the normal gravity value computed on the
 PE0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0779.degrees latitude (g = 980.6199 gals.).
 PE0779
 PE0779.The modeled gravity was interpolated from observed gravity values.
 PE0779
 PE0779;                    North         East    Units  Estimated Accuracy
 PE0779;SPC ME E     -   123,930.      257,750.      MT  (+/- 180 meters Scaled)
 PE0779
 PE0779                          SUPERSEDED SURVEY CONTROL
 PE0779
 PE0779  NGVD 29 (??/??/92)   70.739  (m)          232.08   (f) ADJ UNCH    2 0
 PE0779
 PE0779.Superseded values are not recommended for survey control.
 PE0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0779.See file dsdata.txt to determine how the superseded data were derived.
 PE0779
 PE0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK973586(NAD 83)
 PE0779_MARKER: DR = REFERENCE MARK DISK
 PE0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0779_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0779_STAMPING: MORSE NO 1 1958
 PE0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0779+STABILITY: SURFACE MOTION
 PE0779
 PE0779  HISTORY     - Date     Condition        Report By
 PE0779  HISTORY     - 1958     MONUMENTED       CGS
 PE0779
 PE0779                          STATION DESCRIPTION
 PE0779
 PE0779'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0779'1.6 MI SE FROM CARMEL.
 PE0779'0.85 MILES SOUTHEAST ALONG A BLACKTOP ROAD FROM THE POST OFFICE
 PE0779'AT CARMEL, THENCE 0.5 MILES SOUTHWEST ALONG A GRAVEL ROAD TO A
 PE0779'FIELD AND A FIELD ROAD ON THE EAST SIDE OF THE ROAD AND A HOUSE
 PE0779'ON THE WEST SIDE OF THE ROAD, THENCE 0.25 MILE EAST AND SOUTHEAST
 PE0779'ALONG THE FIELD ROAD UPHILL TO THE EAST END OF THE FIELD, 200
 PE0779'FEET NORTHEAST OF THE SOUTH CORNER OF THE FIELD AND A FIELD GATE,
 PE0779'1/2 FOOT NORTHWEST OF FENCE LINE, 75.0 FEET NORTHEAST OF
 PE0779'TRIANGULATION STATION MORSE, 67 FEET EAST OF THE EAST EDGE OF A
 PE0779'3-FOOT HIGH IRREGULAR BEDROCK OVERGROWN WITH SMALL TREES, 61 FEET
 PE0779'NORTHEAST OF A METAL WITNESS POST, SET IN THE TOP OF A CONCRETE
 PE0779'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0781 ***********************************************************************
 PE0781  DESIGNATION -  MORSE RM 2
 PE0781  PID         -  PE0781
 PE0781  STATE/COUNTY-  ME/PENOBSCOT
 PE0781  USGS QUAD   -  CARMEL (1982)
 PE0781
 PE0781                         *CURRENT SURVEY CONTROL
 PE0781  ___________________________________________________________________
 PE0781* NAD 83(1986)-  44 46 51.     (N)    069 02 02.     (W)     SCALED    
 PE0781* NAVD 88     -        70.897  (meters)     232.60   (feet)  ADJUSTED  
 PE0781  ___________________________________________________________________
 PE0781  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 PE0781  DYNAMIC HT  -          70.894 (meters)     232.59  (feet)  COMP
 PE0781  MODELED GRAV-     980,569.9   (mgal)                       NAVD 88
 PE0781
 PE0781  VERT ORDER  -  SECOND    CLASS 0
 PE0781
 PE0781.The horizontal coordinates were scaled from a topographic map and have
 PE0781.an estimated accuracy of +/- 6 seconds.
 PE0781
 PE0781.The orthometric height was determined by differential leveling
 PE0781.and adjusted by the National Geodetic Survey in June 1991..
 PE0781
 PE0781.The geoid height was determined by GEOID03.
 PE0781
 PE0781.The dynamic height is computed by dividing the NAVD 88
 PE0781.geopotential number by the normal gravity value computed on the
 PE0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0781.degrees latitude (g = 980.6199 gals.).
 PE0781
 PE0781.The modeled gravity was interpolated from observed gravity values.
 PE0781
 PE0781;                    North         East    Units  Estimated Accuracy
 PE0781;SPC ME E     -   123,930.      257,750.      MT  (+/- 180 meters Scaled)
 PE0781
 PE0781                          SUPERSEDED SURVEY CONTROL
 PE0781
 PE0781  NGVD 29 (??/??/92)   71.116  (m)          233.32   (f) ADJ UNCH    2 0
 PE0781
 PE0781.Superseded values are not recommended for survey control.
 PE0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0781.See file dsdata.txt to determine how the superseded data were derived.
 PE0781
 PE0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK973586(NAD 83)
 PE0781_MARKER: DR = REFERENCE MARK DISK
 PE0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0781_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0781_STAMPING: MORSE NO 2 1958
 PE0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0781+STABILITY: SURFACE MOTION
 PE0781
 PE0781  HISTORY     - Date     Condition        Report By
 PE0781  HISTORY     - 1958     MONUMENTED       CGS
 PE0781
 PE0781                          STATION DESCRIPTION
 PE0781
 PE0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0781'1.6 MI SE FROM CARMEL.
 PE0781'0.85 MILES SOUTHEAST ALONG A BLACKTOP ROAD FROM THE POST OFFICE
 PE0781'AT CARMEL, THENCE 0.5 MILES SOUTHWEST ALONG A GRAVEL ROAD TO A
 PE0781'FIELD AND A FIELD ROAD ON THE EAST SIDE OF THE ROAD AND A HOUSE
 PE0781'ON THE WEST SIDE OF THE ROAD, THENCE 0.25 MILE EAST AND SOUTHEAST
 PE0781'ALONG THE FIELD ROAD UPHILL TO THE EAST END OF THE FIELD, 43
 PE0781'FEET NORTHEAST OF THE SOUTH CORNER OF THE FIELD AND A GATE, 2 FEET
 PE0781'NORTHWEST OF FENCE LINE, 92 FEET SOUTH OF THE SOUTH EDGE OF A
 PE0781'3-FOOT HIGH IRREGULAR BEDROCK OVERGROWN WITH SMALL TREES, 78.0
 PE0781'FEET SOUTHWEST OF TRIANGULATION STATION MORSE, 95 FEET SOUTHWEST
 PE0781'OF A METAL WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 PE0781'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1877 ***********************************************************************
 PE1877  DESIGNATION -  MOSELEYS W F HOUSE CHIMNEY
 PE1877  PID         -  PE1877
 PE1877  STATE/COUNTY-  ME/HANCOCK
 PE1877  USGS QUAD   -  SALSBURY COVE (1981)
 PE1877
 PE1877                         *CURRENT SURVEY CONTROL
 PE1877  ___________________________________________________________________
 PE1877* NAD 83(1996)-  44 29 38.90149(N)    068 16 48.81002(W)     ADJUSTED  
 PE1877* NAVD 88     -                                                        
 PE1877  ___________________________________________________________________
 PE1877  LAPLACE CORR-           4.58  (seconds)                    DEFLEC99
 PE1877  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 PE1877
 PE1877  HORZ ORDER  -  THIRD
 PE1877
 PE1877.The horizontal coordinates were established by classical geodetic methods
 PE1877.and adjusted by the National Geodetic Survey in March 1998..
 PE1877
 PE1877
 PE1877.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1877
 PE1877.The geoid height was determined by GEOID03.
 PE1877
 PE1877;                    North         East     Units Scale Factor Converg.
 PE1877;SPC ME E     -    91,957.939   317,478.613   MT  0.99990376   +0 09 14.5
 PE1877;UTM  19      - 4,927,010.111   557,226.254   MT  0.99964027   +0 30 16.0
 PE1877
 PE1877                          SUPERSEDED SURVEY CONTROL
 PE1877
 PE1877  NAD 83(1992)-  44 29 38.89520(N)    068 16 48.81031(W) AD(       ) 4
 PE1877  NAD 83(1986)-  44 29 38.89394(N)    068 16 48.81400(W) AD(       ) 4
 PE1877  NAD 27      -  44 29 38.62000(N)    068 16 50.76000(W) AD(       ) 3
 PE1877
 PE1877.Superseded values are not recommended for survey control.
 PE1877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1877.See file dsdata.txt to determine how the superseded data were derived.
 PE1877
 PE1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK5722627010(NAD 83)
 PE1877
 PE1877  HISTORY     - Date     Condition        Report By
 PE1877  HISTORY     - UNK      MONUMENTED
 PE1877  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE1877
 PE1877                          STATION DESCRIPTION
 PE1877
 PE1877'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1877'THE STATION IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0317 ***********************************************************************
 OB0317  DESIGNATION -  MOSQUITO HEAD
 OB0317  PID         -  OB0317
 OB0317  STATE/COUNTY-  ME/KNOX
 OB0317  USGS QUAD   -  TENANTS HARBOR (1973)
 OB0317
 OB0317                         *CURRENT SURVEY CONTROL
 OB0317  ___________________________________________________________________
 OB0317* NAD 83(1996)-  43 55 59.39685(N)    069 12 48.08721(W)     ADJUSTED  
 OB0317* NAVD 88     -        28.     (meters)      92.     (feet)  SCALED    
 OB0317  ___________________________________________________________________
 OB0317  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 OB0317  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 OB0317
 OB0317  HORZ ORDER  -  THIRD
 OB0317
 OB0317.The horizontal coordinates were established by classical geodetic methods
 OB0317.and adjusted by the National Geodetic Survey in March 1998..
 OB0317
 OB0317.The orthometric height was scaled from a topographic map.
 OB0317
 OB0317.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0317
 OB0317.The geoid height was determined by GEOID03.
 OB0317
 OB0317;                    North         East     Units Scale Factor Converg.
 OB0317;SPC ME E     -    29,854.697   242,725.789   MT  0.99994033   -0 29 41.8
 OB0317;SPC ME W     -   122,629.381   976,544.659   MT  1.00003870   +0 39 41.2
 OB0317;UTM  19      - 4,864,471.878   482,875.056   MT  0.99960361   -0 08 52.9
 OB0317
 OB0317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0317!SPC ME E     -   0.99999960  x   0.99994033  =   0.99993993
 OB0317!SPC ME W     -   0.99999960  x   1.00003870  =   1.00003830
 OB0317!UTM  19      -   0.99999960  x   0.99960361  =   0.99960321
 OB0317
 OB0317|---------------------------------------------------------------------|
 OB0317| PID    Reference Object                     Distance      Geod. Az  |
 OB0317|                                                           dddmmss.s |
 OB0317| CE8331 MOSQUITO HEAD RM 1                   15.728 METERS 01551     |
 OB0317| CE8332 MOSQUITO HEAD RM 2                   12.459 METERS 25345     |
 OB0317| OB0329 TURKEY CHURCH 2 1934                APPROX. 2.9 KM 2995535.4 |
 OB0317|---------------------------------------------------------------------|
 OB0317
 OB0317                          SUPERSEDED SURVEY CONTROL
 OB0317
 OB0317  NAD 83(1992)-  43 55 59.39961(N)    069 12 48.06759(W) AD(       ) 3
 OB0317  NAD 83(1986)-  43 55 59.40405(N)    069 12 48.07458(W) AD(       ) 3
 OB0317  NAD 27      -  43 55 59.10500(N)    069 12 49.91200(W) AD(       ) 3
 OB0317
 OB0317.Superseded values are not recommended for survey control.
 OB0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0317.See file dsdata.txt to determine how the superseded data were derived.
 OB0317
 OB0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ8287564472(NAD 83)
 OB0317
 OB0317  HISTORY     - Date     Condition        Report By
 OB0317  HISTORY     - 1934     MONUMENTED       CGS
 OB0317  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OB0317
 OB0317                          STATION DESCRIPTION
 OB0317
 OB0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0317'THIS STATION IS ON MOSQUITO HEAD, A WOODED PENINSULA ABOUT
 OB0317'2-1/2 MILES S OF TENANTS HARBOR.
 OB0317'
 OB0317'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 OB0317'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 OB0317'
 OB0317'REFERENCE MARK NO. 1 IS NE OF THE STATION, ON BARE LEDGE AND
 OB0317'ABOUT 3 METERS NW OF THE PATH.
 OB0317'
 OB0317'REFERENCE MARK NO. 2 IS W OF THE STATION IN THE MIDDLE OF THE
 OB0317'PATH ALSO ON BARE LEDGE.  THE STATION, WHICH IS ON BARE LEDGE,
 OB0317'IS SURROUNDED BY ROCK PILES USED TO HOLD DOWN THE LEGS OF THE
 OB0317'SIGNAL.
 OB0317'
 OB0317'THE LAND IS OWNED BY R.G. LEONARD OF HAMPDEN.
 OB0317'
 OB0317'TO REACH FROM TOMASTON GO S ON HIGHWAY 131 AT THE E END OF
 OB0317'TOWN, FOLLOW 11.95 MILES AND TURN LEFT ONTO DIRT ROAD AT SIGN
 OB0317'WELCOME TO MARTINSVILLE.  AT 12.2 KEEP RIGHT ON MAIN ROAD AT
 OB0317'WINDMILL, AT 72.5 TAKE LEFT FORK AND FOLLOW ROAD TO BROWN SHINGLED
 OB0317'AT 12.7 MILES.  TAKE PATH LEADING RIGHT IN BACK OF
 OB0317'HOUSE AND FOLLOW FOR ABOUT 200 YARDS TO A SHARP LEFT BEND IN
 OB0317'THE PATH.  A PATH LEADS OFF THE THE RIGHT ABOUT 200 FEET BEFORE
 OB0317'THIS, BUT KEEP STRAIGHT AHEAD HERE.  THE STATION IS IN THE
 OB0317'LEFT BEND ABOVE MENTIONED AND ABOUT A METER SE OF THE PATH.
 OB0317'
 OB0317'HEIGHT OF LIGHT ABOVE STATION MARK 9 METERS.
 OB0317
 OB0317                          STATION RECOVERY (1953)
 OB0317
 OB0317'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (PT)
 OB0317'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 OB0317'PUBLISHED DESCRIPTION IS ADEQUATE AND CORRECT.  THE DISTANCES
 OB0317'BETWEEN THE REFERENCE MARKS AND THE STATION WERE CHECKED WITH
 OB0317'A STEEL TAPE AND FOUND TO BE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0324 ***********************************************************************
 OB0324  DESIGNATION -  MOSQUITO ISLAND 1910
 OB0324  PID         -  OB0324
 OB0324  STATE/COUNTY-  ME/KNOX
 OB0324  USGS QUAD   -  TENANTS HARBOR (1973)
 OB0324
 OB0324                         *CURRENT SURVEY CONTROL
 OB0324  ___________________________________________________________________
 OB0324* NAD 83(1996)-  43 55 07.77419(N)    069 12 57.09155(W)     ADJUSTED  
 OB0324* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 OB0324  ___________________________________________________________________
 OB0324  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 OB0324  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 OB0324
 OB0324  HORZ ORDER  -  THIRD
 OB0324
 OB0324.The horizontal coordinates were established by classical geodetic methods
 OB0324.and adjusted by the National Geodetic Survey in March 1998..
 OB0324
 OB0324.The orthometric height was scaled from a topographic map.
 OB0324
 OB0324.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0324
 OB0324.The geoid height was determined by GEOID03.
 OB0324
 OB0324;                    North         East     Units Scale Factor Converg.
 OB0324;SPC ME E     -    28,263.302   242,511.162   MT  0.99994064   -0 29 47.6
 OB0324;SPC ME W     -   121,033.822   976,362.171   MT  1.00003836   +0 39 34.4
 OB0324;UTM  19      - 4,862,879.749   482,670.136   MT  0.99960369   -0 08 59.0
 OB0324
 OB0324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0324!SPC ME E     -   1.00000336  x   0.99994064  =   0.99994400
 OB0324!SPC ME W     -   1.00000336  x   1.00003836  =   1.00004172
 OB0324!UTM  19      -   1.00000336  x   0.99960369  =   0.99960705
 OB0324
 OB0324:                Primary Azimuth Mark                     Grid Az
 OB0324:SPC ME E     -  TENANTS HARBOR LH                        028 23 16.6
 OB0324:SPC ME W     -  TENANTS HARBOR LH                        027 13 54.6
 OB0324:UTM  19      -  TENANTS HARBOR LH                        028 02 28.0
 OB0324
 OB0324|---------------------------------------------------------------------|
 OB0324| PID    Reference Object                     Distance      Geod. Az  |
 OB0324|                                                           dddmmss.s |
 OB0324| OB0319 TENANTS HARBOR LH                   APPROX. 5.3 KM 0275329.0 |
 OB0324| OB0316 METINIC IS HOUSE CHIMNEY            APPROX. 7.8 KM 1105414.1 |
 OB0324| OB0373 BURNT ISLAND LIFE SAVING STA        APPROX. 8.7 KM 2270933.6 |
 OB0324|---------------------------------------------------------------------|
 OB0324
 OB0324                          SUPERSEDED SURVEY CONTROL
 OB0324
 OB0324  NAD 83(1992)-  43 55 07.77646(N)    069 12 57.07217(W) AD(       ) 3
 OB0324  NAD 83(1986)-  43 55 07.78096(N)    069 12 57.07922(W) AD(       ) 3
 OB0324  NAD 27      -  43 55 07.46000(N)    069 12 58.93000(W) AD(       ) 3
 OB0324
 OB0324.Superseded values are not recommended for survey control.
 OB0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0324.See file dsdata.txt to determine how the superseded data were derived.
 OB0324
 OB0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ8267062880(NAD 83)
 OB0324
 OB0324  HISTORY     - Date     Condition        Report By
 OB0324  HISTORY     - 1910     MONUMENTED       CGS
 OB0324  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0324  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OB0324
 OB0324                          STATION DESCRIPTION
 OB0324
 OB0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (NHH)
 OB0324'A STATION ON THE ISLAND OF THAT NAME WHICH LIES ABOUT 1/2 MILE
 OB0324'TO THE SOUTHWESTWARD OF MOSQUITO HEAD AND 1-3/4 MILES TO THE
 OB0324'EASTWARD OF MARSHALL POINT ON HERRING GUT LIGHTHOUSE.  THE STATION
 OB0324'IS ON THE SE SHORE ABOUT 8 METERS FROM HIGH-WATER MARK AND 34
 OB0324'METERS S OF A LARGE WHITE BOULDER.  THE SOUTHERNMOST OF TWO LONE
 OB0324'SPRUCE TREES IS 34.75 METERS EAST OF THE STATION.  THE STATION
 OB0324'IS MARKED WITH A HOLE DRILLED IN A ROCK PROJECTING ABOUT 8
 OB0324'INCHES ABOVE THE SOIL.
 OB0324
 OB0324                          STATION RECOVERY (1934)
 OB0324
 OB0324'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0324'THIS STATION IS LOST.  THE DRILL HOLE WAS FOUND BUT THE LEDGE
 OB0324'CONTAINING THE DRILL HAS BEEN BROKEN OFF AND MOVED OUT OF POSITION.
 OB0324
 OB0324                          STATION RECOVERY (1943)
 OB0324
 OB0324'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 OB0324'STATION WAS RECOVERED AS DESCRIBED IN 1934 WITH THE FOLLOWING
 OB0324'EXCEPTIONS--
 OB0324'
 OB0324'THE DRILL HOLE IS IN A LOOSE ROCK OUTCROP ABOUT 0.5 METER
 OB0324'ACROSS.  THE TWO LONE SPRUCE TREES IN THE ORIGINAL DESCRIPTION
 OB0324'ARE NOW DEAD.  THERE IS NO DOUBT THAT THE ORIGINAL POSITION OF
 OB0324'THE MARK HAS MOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1737 ***********************************************************************
 PE1737  DESIGNATION -  MOTEL 1956
 PE1737  PID         -  PE1737
 PE1737  STATE/COUNTY-  ME/HANCOCK
 PE1737  USGS QUAD   -  ELLSWORTH (1981)
 PE1737
 PE1737                         *CURRENT SURVEY CONTROL
 PE1737  ___________________________________________________________________
 PE1737* NAD 83(1996)-  44 32 21.78158(N)    068 26 33.28801(W)     ADJUSTED  
 PE1737* NAVD 88     -        65.     (meters)     213.     (feet)  SCALED    
 PE1737  ___________________________________________________________________
 PE1737  LAPLACE CORR-           6.18  (seconds)                    DEFLEC99
 PE1737  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 PE1737
 PE1737  HORZ ORDER  -  SECOND
 PE1737
 PE1737.The horizontal coordinates were established by classical geodetic methods
 PE1737.and adjusted by the National Geodetic Survey in March 1998..
 PE1737
 PE1737.The orthometric height was scaled from a topographic map.
 PE1737
 PE1737.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1737
 PE1737.The geoid height was determined by GEOID03.
 PE1737
 PE1737;                    North         East     Units Scale Factor Converg.
 PE1737;SPC ME E     -    96,963.217   304,563.056   MT  0.99990026   +0 02 25.0
 PE1737;UTM  19      - 4,931,934.942   544,283.807   MT  0.99962412   +0 23 27.5
 PE1737
 PE1737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1737!SPC ME E     -   0.99999369  x   0.99990026  =   0.99989395
 PE1737!UTM  19      -   0.99999369  x   0.99962412  =   0.99961782
 PE1737
 PE1737                          SUPERSEDED SURVEY CONTROL
 PE1737
 PE1737  NAD 83(1992)-  44 32 21.76333(N)    068 26 33.27365(W) AD(       ) 2
 PE1737  NAD 83(1986)-  44 32 21.76218(N)    068 26 33.27615(W) AD(       ) 2
 PE1737  NAD 27      -  44 32 21.47000(N)    068 26 35.23000(W) AD(       ) 2
 PE1737
 PE1737.Superseded values are not recommended for survey control.
 PE1737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1737.See file dsdata.txt to determine how the superseded data were derived.
 PE1737
 PE1737_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK4428431935(NAD 83)
 PE1737_MARKER: DE = TRAVERSE STATION DISK
 PE1737_SETTING: 66 = SET IN ROCK OUTCROP
 PE1737_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 PE1737_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1737+STABILITY: POSITION/ELEVATION WELL
 PE1737_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PE1737+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2004
 PE1737
 PE1737  HISTORY     - Date     Condition        Report By
 PE1737  HISTORY     - 1956     MONUMENTED       CGS
 PE1737  HISTORY     - 1960     GOOD             CGS
 PE1737  HISTORY     - 1970     SEE DESCRIPTION  NGS
 PE1737  HISTORY     - 1975     GOOD             LOCENG
 PE1737  HISTORY     - 20041208 GOOD             PATRIO
 PE1737
 PE1737                          STATION DESCRIPTION
 PE1737
 PE1737'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (IRR)
 PE1737'THE STATION IS LOCATED ALONG U.S. HIGHWAY 1 ABOUT 1.0 MI. W OF THE
 PE1737'POST OFFICE IN ELLSWORTH, AT THE TWILITE MOTEL.  IT IS 67.0 FT. N
 PE1737'OF THE CENTERLINE OF U.S. HIGHWAY 1, AND 12.6 FT. E OF THE
 PE1737'CENTERLINE OF THE W DRIVEWAY LEADING INTO THE MOTEL.
 PE1737'
 PE1737'THE STATION IS MARKED BY A STANDARD TRAVERSE DISK, STAMPED
 PE1737'MOTEL 1956, CEMENTED IN A DRILL HOLE IN A ROCK LEDGE.  THE ROCK
 PE1737'LEDGE IS ABOUT 0.5 FT. ABOVE THE GROUND.
 PE1737'
 PE1737'THIS IS A TRAVERSE STATION.
 PE1737'
 PE1737'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 PE1737
 PE1737                          STATION RECOVERY (1960)
 PE1737
 PE1737'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HRL)
 PE1737'THE STATION WAS RECOVERED IN GOOD CONDITION AS PREVIOUSLY
 PE1737'DESCRIBED IN 1956.
 PE1737'
 PE1737'A TRAVERSE CONNECTION WAS MADE WITH TRIANGULATION STATION
 PE1737'ELLSWORTH AND THE DISTANCE IS 97.10 FEET OR 29.596 METERS.
 PE1737
 PE1737                          STATION RECOVERY (1970)
 PE1737
 PE1737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 PE1737'STATION MARK WAS RECOVERED IN GOOD CONDITION.  A STANDARD
 PE1737'TRAVERSE STATION DISK, STAMPED MOTEL 1956, CEMENTED IN A DRILL
 PE1737'HOLE IN BEDROCK FLUSH WITH LAWN, UNDER THE WEST SIDE OF A 10-INCH
 PE1737'SPRUCE, AT EAST EDGE OF THE WEST DRIVEWAY OF THE TWILITE MOTEL.
 PE1737'
 PE1737'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PE1737'1 MILE WEST OF ELLSWORTH.
 PE1737
 PE1737                          STATION RECOVERY (1975)
 PE1737
 PE1737'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975 (ACK)
 PE1737'MOTEL 1956 GOOD
 PE1737'
 PE1737'MARK IS ACCESSIBLE ONLY FOR A BACKSIGHT.  CANNOT BE OCCUPIED AS
 PE1737'IT IS AT THE BASE OF A LARGE SPRUCE TREE WITH OVERHANGING
 PE1737'BRANCHES.  TREE IS ON PROPERTY OWNERS FRONT LAWN.
 PE1737
 PE1737                          STATION RECOVERY (2004)
 PE1737
 PE1737'RECOVERY NOTE BY PATRIOT LAND SURVEYORS 2004 (JBC)
 PE1737'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1044 ***********************************************************************
 PF1044  DESIGNATION -  MOUNT ABRAHAM
 PF1044  PID         -  PF1044
 PF1044  STATE/COUNTY-  ME/FRANKLIN
 PF1044  USGS QUAD   -  MOUNT ABRAHAM (1984)
 PF1044
 PF1044                         *CURRENT SURVEY CONTROL
 PF1044  ___________________________________________________________________
 PF1044* NAD 83(1996)-  44 58 22.22342(N)    070 19 34.62980(W)     ADJUSTED  
 PF1044* NAVD 88     -      1234.     (meters)    4049.     (feet)  SCALED    
 PF1044  ___________________________________________________________________
 PF1044  LAPLACE CORR-          -4.84  (seconds)                    DEFLEC99
 PF1044  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 PF1044
 PF1044  HORZ ORDER  -  FIRST
 PF1044
 PF1044.The horizontal coordinates were established by classical geodetic methods
 PF1044.and adjusted by the National Geodetic Survey in March 1998..
 PF1044
 PF1044.The orthometric height was scaled from a topographic map.
 PF1044
 PF1044.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1044
 PF1044.The geoid height was determined by GEOID03.
 PF1044
 PF1044;                    North         East     Units Scale Factor Converg.
 PF1044;SPC ME W     -   237,725.801   887,408.992   MT  0.99996862   -0 06 46.1
 PF1044;UTM  19      - 4,980,788.828   395,418.974   MT  0.99973449   -0 56 14.9
 PF1044
 PF1044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1044!SPC ME W     -   0.99981056  x   0.99996862  =   0.99977919
 PF1044!UTM  19      -   0.99981056  x   0.99973449  =   0.99954510
 PF1044
 PF1044:                Primary Azimuth Mark                     Grid Az
 PF1044:SPC ME W     -  MT BIGELOW                               011 49 40.3
 PF1044:UTM  19      -  MT BIGELOW                               012 39 09.1
 PF1044
 PF1044|---------------------------------------------------------------------|
 PF1044| PID    Reference Object                     Distance      Geod. Az  |
 PF1044|                                                           dddmmss.s |
 PF1044| QH0245 MT BIGELOW                          APPROX.19.7 KM 0114254.2 |
 PF1044| CE8555 MOUNT ABRAHAM RM 1                    7.743 METERS 02818     |
 PF1044| CE8556 MOUNT ABRAHAM RM 2                    2.938 METERS 13735     |
 PF1044| PF1045 MT ABRAHAM USGS 1928                  6.590 METERS 30851     |
 PF1044| PF1046 FIRE LOOKOUT TOWER 1928               4.100 METERS 31033     |
 PF1044|---------------------------------------------------------------------|
 PF1044
 PF1044                          SUPERSEDED SURVEY CONTROL
 PF1044
 PF1044  NAD 83(1992)-  44 58 22.22402(N)    070 19 34.62596(W) AD(       ) 1
 PF1044  NAD 83(1986)-  44 58 22.22694(N)    070 19 34.63082(W) AD(       ) 1
 PF1044  NAD 27      -  44 58 22.02600(N)    070 19 36.38400(W) AD(       ) 1
 PF1044
 PF1044.Superseded values are not recommended for survey control.
 PF1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1044.See file dsdata.txt to determine how the superseded data were derived.
 PF1044
 PF1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK9541980789(NAD 83)
 PF1044
 PF1044  HISTORY     - Date     Condition        Report By
 PF1044  HISTORY     - 1928     MONUMENTED       CGS
 PF1044
 PF1044                          STATION DESCRIPTION
 PF1044
 PF1044'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (CAS)
 PF1044'STATION IS LOCATED ON THE HIGHEST POINT OF THE MOUNTAIN KNOW
 PF1044'TO THE MAINE STATE FOREST RESERVE AND MOST INHABITANTS OF THE
 PF1044'VICINITY AS MT. ABRAM.  THERE IS A FIRE LOOKOUT TOWER ON TOP
 PF1044'OF THE MOUNTAIN.  THE STATION IS JUST TO THE E OF THE TOWER.  A
 PF1044'U.S.G.S. STATION IS JUST W OF THE TOWER.
 PF1044'
 PF1044'STATION IS MARKED WITH A STANDARD STATION MARK AND TWO REFERENCE
 PF1044'MARKS ALL SET IN ROCK OUTCROP.
 PF1044'
 PF1044'TO REACH THE STATION FROM STRONG, MAINE, GO N ON STATE HIGHWAY
 PF1044'145 FOR 9.6 MILES.  HERE TURN LEFT BEFORE CROSSING RAILROAD AND
 PF1044'GO W FOR 0.6 MILE.  HERE TURN N AGAIN.  PASS UNDER A RAILROAD
 PF1044'TRESTLE AND GO 1.4 MILES TO CROSSROADS.  HERE TURN LEFT AGAIN AND
 PF1044'GO 0.6 MILE TO POINT WHERE ROAD CROSSES A LARGE STREAM.  JUST
 PF1044'AFTER CROSSING THE BRIDGE, TURN SHARPLY TO THE RIGHT AND DRIVE
 PF1044'ABOUT 300 YARDS ALONG ROAD TO EDGE OF WOODS WHERE A SIGN MARKS
 PF1044'THE TRAIL TO THE LOOKOUT.  THIS IS AS FAR AS A TRUCK CAN BE
 PF1044'DRIVEN.  FROM HERE IT IS ABOUT 5-1/2 MILES TO THE CABIN OF
 PF1044'THE LOOKOUT MAN AND ABOUT 1-1/2 MILES FROM THE CABIN TO THE
 PF1044'TOP OF THE MOUNTAIN.  THE TRAIL IS WELL MARKED ALL THE WAY.
 PF1044'FROM THE CABIN TO THE TOP IT IS STEEP AND ROCKY.
 PF1044'
 PF1044'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2304 ***********************************************************************
 OC2304  DESIGNATION -  MOUNT AGAMENTICUS FIRE TOWER
 OC2304  PID         -  OC2304
 OC2304  STATE/COUNTY-  ME/YORK
 OC2304  USGS QUAD   -  YORK HARBOR (1993)
 OC2304
 OC2304                         *CURRENT SURVEY CONTROL
 OC2304  ___________________________________________________________________
 OC2304* NAD 83(1996)-  43 13 25.40778(N)    070 41 33.66643(W)     ADJUSTED  
 OC2304* NAVD 88     -                                                        
 OC2304  ___________________________________________________________________
 OC2304  LAPLACE CORR-           3.46  (seconds)                    DEFLEC99
 OC2304  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 OC2304
 OC2304  HORZ ORDER  -  THIRD
 OC2304
 OC2304.The horizontal coordinates were established by classical geodetic methods
 OC2304.and adjusted by the National Geodetic Survey in March 1998..
 OC2304
 OC2304
 OC2304.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2304
 OC2304.The geoid height was determined by GEOID03.
 OC2304
 OC2304;                    North         East     Units Scale Factor Converg.
 OC2304;SPC ME W     -    43,502.729   857,265.279   MT  0.99998912   -0 21 36.9
 OC2304;SPC NH       -    80,856.519   379,128.251   MT  1.00004366   +0 40 01.4
 OC2304;SPC NH       -   265,276.76  1,243,856.60   sFT  1.00004366   +0 40 01.4
 OC2304;UTM  19      - 4,787,050.359   362,532.375   MT  0.99983247   -1 09 33.9
 OC2304
 OC2304                          SUPERSEDED SURVEY CONTROL
 OC2304
 OC2304  NAD 83(1992)-  43 13 25.40681(N)    070 41 33.66696(W) AD(       ) 4
 OC2304  NAD 83(1986)-  43 13 25.41138(N)    070 41 33.67315(W) AD(       ) 4
 OC2304  NAD 27      -  43 13 25.09700(N)    070 41 35.47700(W) AD(       ) 3
 OC2304
 OC2304.Superseded values are not recommended for survey control.
 OC2304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2304.See file dsdata.txt to determine how the superseded data were derived.
 OC2304
 OC2304_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH6253287050(NAD 83)
 OC2304_MARKER: 57 = LOOKOUT TOWER
 OC2304
 OC2304  HISTORY     - Date     Condition        Report By
 OC2304  HISTORY     - 1941     FIRST OBSERVED   CGS
 OC2304  HISTORY     - 1943     GOOD             CGS
 OC2304  HISTORY     - 1975     GOOD             NGS
 OC2304
 OC2304                          STATION DESCRIPTION
 OC2304
 OC2304'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC2304'THIS INTERSECTION STATION IS THE STEEL FIRE TOWER ON THE SUMMIT
 OC2304'OF MOUNT AGAMENTICUS ABOUT 200 FEET W OF A SMALL BUILDING AND
 OC2304'STATION AGAMENTICUS 1847.  THE TOWER IS ABOUT 50 FEET
 OC2304'HIGH.  MOUNT AGAMENTICUS IS PROBABLY THE HIGHEST AND BEST KNOWN
 OC2304'MOUNTAIN IN YORK COUNTY.
 OC2304
 OC2304                          STATION RECOVERY (1943)
 OC2304
 OC2304'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 OC2304'STATION RECOVERED IN GOOD CONDITION.
 OC2304
 OC2304                          STATION RECOVERY (1975)
 OC2304
 OC2304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 OC2304'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1943.
 OC2304'THE DESCRIPTION WAS FOUND TO BE ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2278 ***********************************************************************
 PE2278  DESIGNATION -  MOUNT BATTIE MEM OBSERVATORY
 PE2278  PID         -  PE2278
 PE2278  STATE/COUNTY-  ME/KNOX
 PE2278  USGS QUAD   -  CAMDEN (1991)
 PE2278
 PE2278                         *CURRENT SURVEY CONTROL
 PE2278  ___________________________________________________________________
 PE2278* NAD 83(1996)-  44 13 22.01908(N)    069 04 08.99399(W)     ADJUSTED  
 PE2278* NAVD 88     -       250.     (meters)     820.     (feet)  SCALED    
 PE2278  ___________________________________________________________________
 PE2278  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 PE2278  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 PE2278
 PE2278  HORZ ORDER  -  THIRD
 PE2278
 PE2278.The horizontal coordinates were established by classical geodetic methods
 PE2278.and adjusted by the National Geodetic Survey in March 1998..
 PE2278
 PE2278.The orthometric height was scaled from a topographic map.
 PE2278
 PE2278.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2278
 PE2278.The geoid height was determined by GEOID03.
 PE2278
 PE2278;                    North         East     Units Scale Factor Converg.
 PE2278;SPC ME E     -    61,942.097   254,525.132   MT  0.99992542   -0 23 49.1
 PE2278;UTM  19      - 4,896,619.676   494,475.549   MT  0.99960038   -0 02 53.7
 PE2278
 PE2278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2278!SPC ME E     -   0.99996470  x   0.99992542  =   0.99989013
 PE2278!UTM  19      -   0.99996470  x   0.99960038  =   0.99956510
 PE2278
 PE2278                          SUPERSEDED SURVEY CONTROL
 PE2278
 PE2278  NAD 83(1992)-  44 13 22.02409(N)    069 04 08.97377(W) AD(       ) 4
 PE2278  NAD 83(1986)-  44 13 22.03376(N)    069 04 08.98269(W) AD(       ) 4
 PE2278  NAD 27      -  44 13 21.75800(N)    069 04 10.82000(W) AD(       ) 3
 PE2278
 PE2278.Superseded values are not recommended for survey control.
 PE2278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2278.See file dsdata.txt to determine how the superseded data were derived.
 PE2278
 PE2278_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ9447696620(NAD 83)
 PE2278_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PE2278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE2278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE2278_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE2278+STABILITY: SURFACE MOTION
 PE2278_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE2278+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2003
 PE2278
 PE2278  HISTORY     - Date     Condition        Report By
 PE2278  HISTORY     - 1934     MONUMENTED       CGS
 PE2278  HISTORY     - 1954     SEE DESCRIPTION  CGS
 PE2278  HISTORY     - 1983     GOOD             NOS
 PE2278  HISTORY     - 19910606 GOOD             USPSQD
 PE2278  HISTORY     - 20011105 GOOD             USPSQD
 PE2278  HISTORY     - 20031008 GOOD             USPSQD
 PE2278
 PE2278                          STATION DESCRIPTION
 PE2278
 PE2278'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2278'THIS INTERSECTION STATION IS LOCATED ON THE SUMMIT OF MOUNT
 PE2278'BATTIE, ABOUT 1 MILE N OF CAMDEN AND ON THE WESTERN SHORE OF
 PE2278'THE PENOBSCOT BAY.  IT IS A MEMORIAL ERECTED TO HONOR THE
 PE2278'WORLD WAR DEAD.  THE MEMORIAL IS MADE OF STONE.  IT IS ABOUT
 PE2278'15 FEET IN DIAMETER AND ABOUT 30 FEET HIGH.  THERE IS A SOLID
 PE2278'CONCRETE PLATFORM ON THE TOP WHICH COULD BE OCCUPIED BY
 PE2278'SETTING UP A TRIPOD.
 PE2278
 PE2278                          STATION RECOVERY (1954)
 PE2278
 PE2278'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HOF)
 PE2278'THIS STATION WAS USED AS A HYDROGRAPHIC SIGNAL IN 1954, BUT THE
 PE2278'STATION WAS NOT VISITED.
 PE2278
 PE2278                          STATION RECOVERY (1983)
 PE2278
 PE2278'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1983 (RST)
 PE2278'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 PE2278'THERE WAS A DISK FOUND CEMENTED IN THE CENTER OF THE MONUMENT
 PE2278'AND THIS POINT WAS OCCUPIED IN A TRAVERSE.  DUE TO THE STATION
 PE2278'BEING OCCUPIED A NEW POSITION WAS DETERMINED AT THIS TIME.
 PE2278'
 PE2278'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.55 METERS.
 PE2278
 PE2278                          STATION RECOVERY (1991)
 PE2278
 PE2278'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 PE2278'RECOVERED IN GOOD CONDITION.
 PE2278
 PE2278                          STATION RECOVERY (2001)
 PE2278
 PE2278'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 PE2278'RECOVERED IN GOOD CONDITION.
 PE2278
 PE2278                          STATION RECOVERY (2003)
 PE2278
 PE2278'RECOVERY NOTE BY US POWER SQUADRON 2003 (RMS)
 PE2278'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1911 ***********************************************************************
 PE1911  DESIGNATION -  MOUNT DESERT OLD CONG CHURCH
 PE1911  PID         -  PE1911
 PE1911  STATE/COUNTY-  ME/HANCOCK
 PE1911  USGS QUAD   -  BARTLETT ISLAND (1981)
 PE1911
 PE1911                         *CURRENT SURVEY CONTROL
 PE1911  ___________________________________________________________________
 PE1911* NAD 83(1996)-  44 20 06.66942(N)    068 24 01.92900(W)     ADJUSTED  
 PE1911* NAVD 88     -                                                        
 PE1911  ___________________________________________________________________
 PE1911  LAPLACE CORR-           6.63  (seconds)                    DEFLEC99
 PE1911  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 PE1911
 PE1911  HORZ ORDER  -  THIRD
 PE1911
 PE1911.The horizontal coordinates were established by classical geodetic methods
 PE1911.and adjusted by the National Geodetic Survey in March 1998..
 PE1911
 PE1911
 PE1911.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1911
 PE1911.The geoid height was determined by GEOID03.
 PE1911
 PE1911;                    North         East     Units Scale Factor Converg.
 PE1911;SPC ME E     -    74,278.072   307,931.800   MT  0.99990077   +0 04 10.2
 PE1911;UTM  19      - 4,909,277.023   547,790.128   MT  0.99962809   +0 25 08.2
 PE1911
 PE1911                          SUPERSEDED SURVEY CONTROL
 PE1911
 PE1911  NAD 83(1992)-  44 20 06.67099(N)    068 24 01.91875(W) AD(       ) 4
 PE1911  NAD 83(1986)-  44 20 06.67089(N)    068 24 01.92300(W) AD(       ) 4
 PE1911  NAD 27      -  44 20 06.39000(N)    068 24 03.85000(W) AD(       ) 3
 PE1911
 PE1911.Superseded values are not recommended for survey control.
 PE1911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1911.See file dsdata.txt to determine how the superseded data were derived.
 PE1911
 PE1911_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK4779009277(NAD 83)
 PE1911
 PE1911  HISTORY     - Date     Condition        Report By
 PE1911  HISTORY     - UNK      MONUMENTED
 PE1911  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE1911  HISTORY     - 1945     SEE DESCRIPTION  CGS
 PE1911
 PE1911                          STATION DESCRIPTION
 PE1911
 PE1911'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1911'LOST.  THERE IS NOW NO CHURCH IN THE VICINITY OF ITS PLOTTED
 PE1911'POSITION.
 PE1911
 PE1911                          STATION RECOVERY (1945)
 PE1911
 PE1911'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (FLP)
 PE1911'THE STATION IS LOST.  THERE IS NOW NO CHURCH IN THE VICINITY
 PE1911'OF ITS PLOTTED POSITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1778 ***********************************************************************
 PE1778  DESIGNATION -  MOUNT DESERT RESET
 PE1778  PID         -  PE1778
 PE1778  STATE/COUNTY-  ME/HANCOCK
 PE1778  USGS QUAD   -  SEAL HARBOR (1983)
 PE1778
 PE1778                         *CURRENT SURVEY CONTROL
 PE1778  ___________________________________________________________________
 PE1778* NAD 83(1996)-  44 21 04.81352(N)    068 13 35.57686(W)     ADJUSTED  
 PE1778* NAVD 88     -       462.8    (meters)    1518.     (feet)  VERTCON   
 PE1778  ___________________________________________________________________
 PE1778  LAPLACE CORR-           4.08  (seconds)                    DEFLEC99
 PE1778  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 PE1778
 PE1778  HORZ ORDER  -  FIRST
 PE1778
 PE1778.The horizontal coordinates were established by classical geodetic methods
 PE1778.and adjusted by the National Geodetic Survey in March 1998..
 PE1778
 PE1778.The NAVD 88 height was computed by applying the VERTCON shift value to
 PE1778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PE1778
 PE1778.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1778
 PE1778.The geoid height was determined by GEOID03.
 PE1778
 PE1778;                    North         East     Units Scale Factor Converg.
 PE1778;SPC ME E     -    76,104.146   321,800.437   MT  0.99990584   +0 11 28.2
 PE1778;UTM  19      - 4,911,187.149   561,643.684   MT  0.99964673   +0 32 26.5
 PE1778
 PE1778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1778!SPC ME E     -   0.99993119  x   0.99990584  =   0.99983704
 PE1778!UTM  19      -   0.99993119  x   0.99964673  =   0.99957795
 PE1778
 PE1778:                Primary Azimuth Mark                     Grid Az
 PE1778:SPC ME E     -  MOUNT DESERT AZ MK                       030 30 35.1
 PE1778:UTM  19      -  MOUNT DESERT AZ MK                       030 09 36.8
 PE1778
 PE1778|---------------------------------------------------------------------|
 PE1778| PID    Reference Object                     Distance      Geod. Az  |
 PE1778|                                                           dddmmss.s |
 PE1778| CE8557 MOUNT DESERT AZ MK                                 0304203.3 |
 PE1778| CE8558 MOUNT DESERT RM 1                    23.100 METERS 03144     |
 PE1778| CE8559 MOUNT DESERT RM 2                    17.671 METERS 14655     |
 PE1778| CE7797 K 24                                               17505     |
 PE1778| PE1963 BLUE HILL RM 3                      APPROX.30.4 KM 2874155.2 |
 PE1778|---------------------------------------------------------------------|
 PE1778
 PE1778                          SUPERSEDED SURVEY CONTROL
 PE1778
 PE1778  NAD 83(1992)-  44 21 04.81381(N)    068 13 35.58698(W) AD(       ) 1
 PE1778  NAD 83(1986)-  44 21 04.81277(N)    068 13 35.59208(W) AD(       ) 1
 PE1778  NAD 27      -  44 21 04.53000(N)    068 13 37.54200(W) AD(       ) 1
 PE1778  NGVD 29 (07/19/86)  463.0    (m)         1519.     (f) VERT ANG       
 PE1778
 PE1778.Superseded values are not recommended for survey control.
 PE1778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1778.See file dsdata.txt to determine how the superseded data were derived.
 PE1778
 PE1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK6164411187(NAD 83)
 PE1778_MARKER: DS = TRIANGULATION STATION DISK
 PE1778_SETTING: 66 = SET IN ROCK OUTCROP
 PE1778_SP_SET: DRILL HOLE IN BEAD ROCK
 PE1778_STAMPING: MT DESERT 1856
 PE1778_MARK LOGO: CGS   
 PE1778_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE1778+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2005
 PE1778
 PE1778  HISTORY     - Date     Condition        Report By
 PE1778  HISTORY     - 1856     MONUMENTED       SURCOA
 PE1778  HISTORY     - 1902     GOOD             CGS
 PE1778  HISTORY     - 1931     SEE DESCRIPTION  MEGS
 PE1778  HISTORY     - 1932     GOOD             MEGS
 PE1778  HISTORY     - 1933     GOOD             MEGS
 PE1778  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE1778  HISTORY     - 1944     GOOD             CGS
 PE1778  HISTORY     - 1960     GOOD             CGS
 PE1778  HISTORY     - 1971     GOOD             NGS
 PE1778  HISTORY     - 20020912 GOOD             USPSQD
 PE1778  HISTORY     - 20050827 GOOD             TXDOT
 PE1778
 PE1778                          STATION DESCRIPTION
 PE1778
 PE1778'DESCRIBED BY COAST AND GEODETIC SURVEY 1902
 PE1778'ON THE HIGHEST ELEVATION OF MOUNT DESERT ISLAND, KNOWN AS MOUNT
 PE1778'DESERT OR GREEN MOUNT.  IT IS A VERY COMMANDING POSITION AND THE
 PE1778'VIEW IS UNOBSTRUCTED IN ALL DIRECTIONS.
 PE1778'
 PE1778'THE STATION IS ON THE SUMMIT AND 22-1/4 INCHES E OF THE SE
 PE1778'CORNER OF A CREVICE IN THE ROCK.  THE STATION IS A HOLE DRILLED
 PE1778'IN A ROCK.  ALSO THE FOLLOWING RANGE DRILL HOLES WERE FOUND
 PE1778'53.17 FEET FROM STATION ON LINE TOWARD PEAKED MOUNTAIN, 17.52
 PE1778'FEET FROM THE STATION ON LINE TO BLUE HILL, AND 21.83 FEET FROM
 PE1778'THE STATION ON LINE TO RAGGED MOUNTAIN.
 PE1778
 PE1778                          STATION RECOVERY (1931)
 PE1778
 PE1778'RECOVERY NOTE BY MAINE GEODETIC SURVEY 1931
 PE1778'THE STATION IS ON THE HIGHEST PART OF CADILLAC MOUNTAIN (FORMERLY
 PE1778'CALLED GREEN MOUNTAIN), IN THE ACADIA NATIONAL PARK.  A FINE
 PE1778'AUTOMOBILE ROAD ON THE MOUNTAIN WAS OPENED IN OCTOBER 1931, AND
 PE1778'THIS ROAD PASSES SOME 500 FEET TO THE N OF THE STATION, MAKING
 PE1778'IT EASY OF ACCESS.
 PE1778'
 PE1778'ON JULY 18, 1931, I FOUND A DRILL HOLE WHICH APPEARED TO BE
 PE1778'THE STATION MARK AND WHICH CHECKED FAIRLY WELL WITH THE RANGE
 PE1778'HOLES.  IT WAS COVERED WITH SEVERAL STONES WHICH HAD APPARENTLY
 PE1778'ONCE BEEN A CAIRN.  ABOUT 10 FEET S OF THE HOLE THE LEDGE WAS
 PE1778'A FEW FEET HIGHER, BEING APPARENTLY THE HIGHEST POINT ON THE
 PE1778'ISLAND, AND WAS MARKED BY A CAIRN, UNDER WHICH I COULD FIND NO
 PE1778'HOLE OR OTHER MARK.  THE CAIRN REMAINS IN PLACE.
 PE1778'
 PE1778'ON SEPT. 1, 1931, I CEMENTED A STANDARD C. AND G.S. TRIANGULATION
 PE1778'TABLET IN THE HOLE, AND SET TWO STANDARD REFERENCE MARKS IN
 PE1778'EXPOSED LEDGE, THE HORIZONTAL DISTANCES FROM THE
 PE1778'STATION BEING ABOUT AS FOLLOWS--NO.1, 75.8 FEET,
 PE1778'NO.2 58.0 FEET.  THESE VALUES ARE ONLY
 PE1778'APPROXIMATE, BECAUSE OF UNFAVORABLE CONDITIONS FOR THE
 PE1778'MEASUREMENTS, AND THEY SHOULD NOT BE RELIED ON TO PERHAPS ONE
 PE1778'OR TWO TENTHS OF A FOOT AND TWO OR THREE MINUTES OF ARC.  I
 PE1778'HOPE TO HAVE MORE ACCURATE FIGURES NEXT YEAR.
 PE1778'
 PE1778'THE VIEW FROM THE STATION IS OBSTRUCTED BY TREES FROM ABOUT
 PE1778'S, THROUGH W, TO ABOUT NNE.  AND PARTIALLY CUT OFF BY A LOWER
 PE1778'SUMMIT OF THE SAME MOUNTAIN, TO THE EASTWARD.
 PE1778'
 PE1778'FOR ADDITIONAL DETAILS SEE MY LETTER OF DEC. 7, 1931.
 PE1778
 PE1778                          STATION RECOVERY (1932)
 PE1778
 PE1778'RECOVERY NOTE BY MAINE GEODETIC SURVEY 1932
 PE1778'WHEN I RE-MARKED THIS STATION IN 1931 THE ONLY REFERENCE MARKS
 PE1778'OF WHICH I HAD KNOWLEDGE WERE THE THREE HOLES MENTIONED IN
 PE1778'THE PRINTED DESCRIPTION.  LATER I OBTAINED A COPY OF A SKETCH
 PE1778'IN THE ORIGINAL DESCRIPTION OF THE STATION, WHICH SHOWED RANGE
 PE1778'HOLES ON LINE TO A NUMBER OF OTHER STATIONS, AND IN 1932 I
 PE1778'VISITED THE STATION AGAIN TO SEE IF I COULD FIND ANY OF THESE
 PE1778'HOLES AND THUS GET AN ADDITIONAL CHECK ON MY IDENTIFICATION OF THE
 PE1778'STATION POINT.  I FOUND 6 OUT OF 8 OF THE NEARER HOLES OF
 PE1778'THE RANGES AND THESE CHECKED IN AZIMUTH TO WITHIN A FEW
 PE1778'MINUTES OF ARC, WHICH WAS AS CLOSE AS I COULD DETERMINE THE
 PE1778'DIRECTIONS WITH THE MINIATURE TRANSIT WHICH I USED, BUT
 PE1778'THE DISTANCES WERE ALL LESS THAN THOSE GIVEN ON THE SKETCH.
 PE1778'MY MEASUREMENTS WERE AS FOLLOWS, THE DISTANCES ON THE SKETCH
 PE1778'BEING IN PARENTHESES, ALL BEING IN FEET AND INCHES--ISLE AU
 PE1778'HAUT 50-6-1/2 (50-11).  TUNK 40-5 (41-1).  BURKE NOT FOUND.
 PE1778'COOPER 86-6 (86-10).  EAST BASE 112-3 (112-7).  MITTEN
 PE1778'MOUNT 66-7 (67-4).  HOWARD 56-4 (57-2).  THE FARTHER HOLES
 PE1778'OF THESE RANGES WERE, ACCORDING TO THE SKETCH, SO FAR FROM
 PE1778'THE STATION THAT I DID NOT LOOK FOR THEM, EXCEPT IN THE
 PE1778'CASE OF MITTEN MOUNT, WHICH I FOUND AND WHICH WAS ABOUT
 PE1778'RIGHT IN AZIMUTH, BUT I DID NOT MEASURE THE DISTANCE
 PE1778'BECAUSE OF INTERVENING BUSHES.  THE DISCREPANCIES IN
 PE1778'DISTANCE ARE PERHAPS DUE TO INACCURACIES IN THE ORIGINAL
 PE1778'MEASUREMENTS, OR IN MINE, OVER RATHER ROUGH GROUND, AND TO
 PE1778'POSSIBLE SLIGHT DIFFERENCES DUE TO HORIZONTAL OR SLOPE DISTANCES.
 PE1778'
 PE1778'THE LINE TO STATION TUNK, ON THE SKETCH, IS MARKED WITH A
 PE1778'NAME WHICH LOOKS LIKE HINK, BUT THIS IS EVIDENTLY AN ERROR, AS
 PE1778'THERE IS NO SUCH STATION IN THE VICINITY, AND THE DIRECTION IS
 PE1778'CORRECT FOR TUNK.
 PE1778'
 PE1778'THE HOLES ON LINES TO RAGGED MOUNTAIN, BLUE HILL AND PEAKED
 PE1778'MOUNTAIN, WHICH ARE MENTIONED IN THE PRINTED DESCRIPTION, ARE NOT
 PE1778'SHOWN ON THE SKETCH, BUT THEY CHECKED FAIRLY WELL, WITH THE
 PE1778'EXCEPTION OF THE ONE SAID TO BE ON THE LINE TO BLUE HILL, WHICH
 PE1778'WAS ABOUT 3 DEG S OF THAT LINE.  THIS HOLE (A SHALLOW ONE) IS,
 PE1778'HOWEVER, ON OR CLOSE TO THE LINE TO MOUNT BLUE, WHICH IS A
 PE1778'STATION OF THE PRIMARY SCHEME, ALTHOUGH I CAN FIND NO RECORD
 PE1778'THAT THE LINE WAS OBSERVED OVER, PROBABLY BECAUSE OF
 PE1778'OBSTRUCTIONS.
 PE1778'
 PE1778'I FEEL THAT ON THE WHOLE MY IDENTIFICATION OF THE STATION HAS
 PE1778'BEEN CONFIRMED, BUT I HOPE THAT THE NEXT SUMMER IT WILL BE
 PE1778'POSSIBLE TO MAKE SOME BETTER DETERMINATIONS OF THE DISTANCES AND
 PE1778'AZIMUTHS OF THE RANGE HOLES.
 PE1778
 PE1778                          STATION RECOVERY (1933)
 PE1778
 PE1778'RECOVERY NOTE BY MAINE GEODETIC SURVEY 1933
 PE1778'DURING THE SUMMER OF 1933 I FOUND 6 MORE OF THE RANGE HOLES AT
 PE1778'THIS STATION, MAKING WITH THE 10 PREVIOUSLY FOUND, 16 IN
 PE1778'ALL.  THESE INCLUDE THE 3 HOLES MENTIONED IN THE DESCRIPTION
 PE1778'(BUT NOT SHOWN ON THE ORIGINAL SKETCH), AND ALL BUT ONE OF THE
 PE1778'14 HOLES SHOWN ON THE SKETCH IN THE ORIGINAL DESCRIPTION.  THE
 PE1778'ONE MISSING HOLE WAS PROBABLY DESTROYED BY THE BREAKING OFF OF
 PE1778'A PIECE OF THE LEDGE.  (THIS WAS THE NEARER HOLE ON THE LINE TO
 PE1778'BURKE).
 PE1778'
 PE1778'IN ADDITION I FOUND ONE HOLE WHICH WAS SIMILAR TO THE OTHERS
 PE1778'BUT WHICH I COULD NOT IDENTIFY AS BEING ON A LINE TO ANY
 PE1778'STATION.  IT WAS DISTANT ABOUT 49.1 FEET FROM THE FARTHER HOLE ON
 PE1778'THE LINE TO HOWARD, IN A DIRECTION SOMEWHAT S OF E.
 PE1778'
 PE1778'ALTHOUGH THESE RANGE HOLES MAY BE OF NO IMPORTANCE, I HAVE
 PE1778'MENTIONED THEM BECAUSE THEY FURNISH A CONVENIENT CHECK ON THE
 PE1778'IDENTIFICATION OF THE STATION POINT, WHICH I RE-MARKED IN 1931.
 PE1778'
 PE1778'THE CAIRN MENTIONED IN MY 1931 RECOVERY NOTE HAS BEEN REMOVED,
 PE1778'DOUBTLESS BY THE PARK AUTHORITIES, AND A WEDGE-SHAPED STONE SET
 PE1778'IN ITS PLACE.  THE STONE IS ABOUT 12 FEET, IN A SOUTHERLY
 PE1778'DIRECTION, FROM THE STATION TABLET.
 PE1778
 PE1778                          STATION RECOVERY (1934)
 PE1778
 PE1778'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1778'STATION WAS RECOVERED AS DESCRIBED.  IT IS NOW A STANDARD BRONZE
 PE1778'DISK WEDGED IN A DRILL HOLE IN OUTCROPPING BEDROCK, WITH TWO
 PE1778'REFERENCE MARKS, STANDARD BRONZE DISKS IN OUTCROPPING BEDROCK.  IT
 PE1778'IS ON THE FLAT LEDGE 13 FEET N OF THE U.S.G.S. BENCH MARK.  THE
 PE1778'BENCH MARK IS ON THE HIGHEST POINT OF THE MOUNTAIN.  THE
 PE1778'MOUNTAIN IS NOW KNOWN AS CADILLAC MOUNTAIN AND IS A PART OF
 PE1778'ARCADIA NATIONAL PARK.  THE SUMMIT IS EASILY REACHED BY A PAVED
 PE1778'ROAD.
 PE1778'
 PE1778'THE STATION IS ABOUT 100 YARDS SW OF THE PARKING CIRCLE AT THE
 PE1778'END OF THIS ROAD.  DRILL HOLES ON LINE TO OTHER STATIONS WERE
 PE1778'FOUND AS FOLLOWS--ISLE AU HAUT 50.4 FEET, RAGGED MOUNTAIN 21.7
 PE1778'FEET, TUNK 40.4 FEET, COOPER 86.5 FEET, EAST BASE 112.3 FEET,
 PE1778'MITTEN MOUNT 66.6 FEET, HOWARD 56.3 FEET.  THESE MEASUREMENTS
 PE1778'ARE HORIZONTAL AND ARE SLIGHTLY LESS THAN THE RECORD DISTANCES
 PE1778'GIVEN IN THE ORIGINAL DESCRIPTION.
 PE1778
 PE1778                          STATION RECOVERY (1944)
 PE1778
 PE1778'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1778'STATION AND REFERENCE MARK 1 RECOVERED IN GOOD CONDITION AS
 PE1778'DESCRIBED BY K.G.C. IN 1934.  NO ATTEMPT WAS MADE TO RECOVER
 PE1778'DRILL HOLES.  REFERENCE MARK 2 HAS BEEN COVERED APPROXIMATELY
 PE1778'4 FEET DEEP BY A ROADWAY OF STONE WITH MACADAM SURFACE.
 PE1778
 PE1778                          STATION RECOVERY (1960)
 PE1778
 PE1778'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HRL)
 PE1778'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND TO
 PE1778'BE IN GOOD CONDITION.  THE PREVIOUS DESCRIPTION IS ADEQUATE WITH
 PE1778'THE FOLLOWING ADDITION--
 PE1778'
 PE1778'THE STATION MAY BE REACHED AFTER ARRIVING AT THE PARKING CIRCLE
 PE1778'AT THE TOP OF THE MOUNTAIN BY GOING SOUTHERLY ON THE PAVED
 PE1778'DRIVEWAY RUNNING ON THE EAST SIDE OF THE GIFT SHOP TO THE END OF
 PE1778'PAVEMENT AND THE STATION ABOUT 100 FEET FURTHER SOUTH.
 PE1778
 PE1778                          STATION RECOVERY (1971)
 PE1778
 PE1778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 PE1778'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  THE
 PE1778'DISTANCE AND ANGLES TO THE REFERENCE MARKS WAS NOT CHECKED DUE
 PE1778'TO LACK OF TIME.
 PE1778'
 PE1778'STATION IS LOCATED IN ACADIA NATIONAL PARK, ON THE SUMMIT OF
 PE1778'CADILLAC MOUNTAIN, AT THE NORTHWEST END OF THE OPEN, BEDROCK
 PE1778'AREA, ABOUT 200 YARDS SOUTHWEST OF THE PARKING AREA AT END OF
 PE1778'PARK HIGHWAY.
 PE1778'
 PE1778'TO REACH STATION FROM THE ACADIA NATIONAL PARK HEADQUARTERS
 PE1778'AT BASE OF THE MOUNTAIN, FOLLOW THE PARK HIGHWAY FOR 6.9 MILES
 PE1778'TO SUMMIT, AND END OF HIGHWAY AT PARKING AREA.  WALK SOUTHWEST
 PE1778'UP GRAVELED ROADWAY ABOUT 125 YARDS TO STATION.
 PE1778'
 PE1778'STATION MARK IS A STANDARD DISK STAMPED MT DESERT 1856, CEMENTED
 PE1778'IN A DRILL HOLE IN BEDROCK.
 PE1778'
 PE1778'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED MT DESERT
 PE1778'RM 1 1856, CEMENTED IN A DRILL HOLE IN BEDROCK, NORTHEAST FROM
 PE1778'STATION ON OPPOSITE SIDE OF BRUSH PATCH, AND ABOUT 4 FEET LOWER
 PE1778'THAN STATION.
 PE1778'
 PE1778'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED MT DESERT
 PE1778'RM 2 1856, CEMENTED IN A DRILL HOLE IN BEDROCK, SOUTHEAST FROM
 PE1778'STATION ALONG HILLTOP, AT ABOUT SAME ELEVATION AS STATION.
 PE1778'
 PE1778'USGS BM IS A STANDARD USGS DISK CEMEMTED IN A DRILL HOLE IN THE
 PE1778'HIGHEST BEDROCK FORMATION ON THE HILL, ABOUT 3 FEET HIGHER THAN
 PE1778'STATION.
 PE1778'
 PE1778'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PE1778'2-1/2 MILES SW OF BAR HARBOR.
 PE1778
 PE1778                          STATION RECOVERY (2002)
 PE1778
 PE1778'RECOVERY NOTE BY US POWER SQUADRON 2002 (SWL)
 PE1778'RECOVERED IN GOOD CONDITION.
 PE1778
 PE1778                          STATION RECOVERY (2005)
 PE1778
 PE1778'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2005 (WDW)
 PE1778'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2198 ***********************************************************************
 PE2198  DESIGNATION -  MOUNT EPHRAIM RESET
 PE2198  PID         -  PE2198
 PE2198  STATE/COUNTY-  ME/WALDO
 PE2198  USGS QUAD   -  MOUNT WALDO (1982)
 PE2198
 PE2198                         *CURRENT SURVEY CONTROL
 PE2198  ___________________________________________________________________
 PE2198* NAD 83(1996)-  44 31 27.23526(N)    068 57 14.42973(W)     ADJUSTED  
 PE2198* NAVD 88     -       228.     (meters)     748.     (feet)  SCALED    
 PE2198  ___________________________________________________________________
 PE2198  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 PE2198  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 PE2198
 PE2198  HORZ ORDER  -  SECOND
 PE2198
 PE2198.The horizontal coordinates were established by classical geodetic methods
 PE2198.and adjusted by the National Geodetic Survey in March 1998..
 PE2198
 PE2198.The orthometric height was scaled from a topographic map.
 PE2198
 PE2198.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2198
 PE2198.The geoid height was determined by GEOID03.
 PE2198
 PE2198;                    North         East     Units Scale Factor Converg.
 PE2198;SPC ME E     -    95,378.340   263,911.483   MT  0.99991601   -0 19 06.1
 PE2198;UTM  19      - 4,930,101.847   503,654.725   MT  0.99960016   +0 01 56.1
 PE2198
 PE2198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2198!SPC ME E     -   0.99996823  x   0.99991601  =   0.99988424
 PE2198!UTM  19      -   0.99996823  x   0.99960016  =   0.99956840
 PE2198
 PE2198|---------------------------------------------------------------------|
 PE2198| PID    Reference Object                     Distance      Geod. Az  |
 PE2198|                                                           dddmmss.s |
 PE2198| CE8560 MOUNT EPHRAIM RM 1                   10.447 METERS 00607     |
 PE2198| PE2199 WALDO RESET                         APPROX. 7.8 KM 0370610.2 |
 PE2198| CE8561 MOUNT EPHRAIM RM 2                   11.823 METERS 08848     |
 PE2198| PE2116 CASTINE                             APPROX.18.7 KM 1434747.9 |
 PE2198|---------------------------------------------------------------------|
 PE2198
 PE2198                          SUPERSEDED SURVEY CONTROL
 PE2198
 PE2198  NAD 83(1992)-  44 31 27.23247(N)    068 57 14.41025(W) AD(       ) 2
 PE2198  NAD 83(1986)-  44 31 27.23275(N)    068 57 14.41022(W) AD(       ) 2
 PE2198  NAD 27      -  44 31 26.96300(N)    068 57 16.29100(W) AD(       ) 2
 PE2198
 PE2198.Superseded values are not recommended for survey control.
 PE2198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2198.See file dsdata.txt to determine how the superseded data were derived.
 PE2198
 PE2198_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK0365530102(NAD 83)
 PE2198
 PE2198  HISTORY     - Date     Condition        Report By
 PE2198  HISTORY     - 1860     MONUMENTED       CGS
 PE2198  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2198
 PE2198                          STATION DESCRIPTION
 PE2198
 PE2198'DESCRIBED BY COAST AND GEODETIC SURVEY 1860 (SH)
 PE2198'STATION IS ON A LEDGE ON THE SUMMIT OF THE HIGH HILL OF THAT
 PE2198'NAME LOCATED ABOUT 7 MILES NE OF BELFAST AND ABOUT 4-1/2 MILES N
 PE2198'OF SEARSPORT.  THE STATION IS ON THE LAND BELONGING TO W. CHASE
 PE2198'AND IS MARKED BY A HOLE DRILLED IN THE ROCK.
 PE2198
 PE2198                          STATION RECOVERY (1934)
 PE2198
 PE2198'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2198'STATION WAS RECOVERED AS DESCRIBED.  IT IS ON THE HILL KNOWN
 PE2198'LOCALLY AS BOG HILL, 4.5 MILES N OF SEARSPORT, AND ABOUT 2 MILES
 PE2198'E OF SWANSVILLE.  THE PROPERTY IS OWNED BY NICKERSON AND DAM,
 PE2198'WHO HAVE A STORE IN SWANSVILLE.
 PE2198'
 PE2198'THE STATION IS ON SUMMIT LEDGE WHICH RUNS N AND S 65 FEET AND
 PE2198'E AND W 25 FEET.  THE MARK IS 13 FEET S OF CENTER OF A
 PE2198'SLIGHTLY HIGHER BLOCK OF SHOWING LEDGE WHICH MEASURED 3.5 FEET
 PE2198'BY 4.5 FEET.  IT IS 4.5 FEET E OF A V NOTCH IN THE W SIDE OF
 PE2198'THE LEDGE.  INSTRUMENT TRIPOD DRILL HOLES 1/2 BY 1/4-INCH DEEP
 PE2198'ARE FROM THE STATION MARK RESPECTIVELY, 2.05 FEET NNW, 2.05 FEET
 PE2198'SW, AND 2.20 FEET ESE.
 PE2198'
 PE2198'STATION AND REFERENCE MARKS ARE STANDARD DISKS WEDGED IN DRILL
 PE2198'HOLES IN OUTCROPPING BEDROCK.
 PE2198'
 PE2198'REFERENCE MARK NO. 1 IS ON A LEDGE 34.3 FEET W OF THE STATION.
 PE2198'
 PE2198'THREE CRACKS IN THE LEDGE RUN E AND W.  A DEEP 3-INCH WIDE
 PE2198'CRACK IS 4.6 FEET N OF REFERENCE MARK NO. 1.  REFERENCE MARK NO. 2
 PE2198'IS 38.8 FEET E OF THE STATION AND 11 FEET SSE OF THE V NOTCH.
 PE2198'
 PE2198'TO REACH THE STATION FROM THE CENTER OF SEARSPORT, GO N ON
 PE2198'MOUNT EPHRAIM ROAD WHICH IS OPPOSITE THE SHIPS MAST ON S SIDE
 PE2198'OF THE ROAD.  AT 2.1 MILES CONTINUE STRAIGHT AHEAD WHERE ROAD
 PE2198'FORKS TO RIGHT.  AT 3.75 MILES CONTINUE STRAIGHT AHEAD AT
 PE2198'CROSSROADS.  AT 4.4 TURN RIGHT AT CROSSROADS AND THEN LEFT INTO
 PE2198'SCHOOLYARD.  THE STATION ON SUMMIT IS 1/4 MILE NE.
 PE2198'
 PE2198'A 16-FOOT SIGNAL TRIPOD WAS USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0649 ***********************************************************************
 QF0649  DESIGNATION -  MOUNT HENRY
 QF0649  PID         -  QF0649
 QF0649  STATE/COUNTY-  ME/WASHINGTON
 QF0649  USGS QUAD   -  VANCEBORO (1988)
 QF0649
 QF0649                         *CURRENT SURVEY CONTROL
 QF0649  ___________________________________________________________________
 QF0649* NAD 83(1996)-  45 38 00.31424(N)    067 25 10.77123(W)     ADJUSTED  
 QF0649* NAVD 88     -       274.     (meters)     899.     (feet)  SCALED    
 QF0649  ___________________________________________________________________
 QF0649  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 QF0649  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 QF0649
 QF0649  HORZ ORDER  -  FIRST
 QF0649
 QF0649.The horizontal coordinates were established by classical geodetic methods
 QF0649.and adjusted by the National Geodetic Survey in March 1998..
 QF0649
 QF0649.The orthometric height was scaled from a topographic map.
 QF0649
 QF0649.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0649
 QF0649.The geoid height was determined by GEOID03.
 QF0649
 QF0649;                    North         East     Units Scale Factor Converg.
 QF0649;SPC ME E     -   219,101.277   384,229.204   MT  0.99998720   +0 46 20.5
 QF0649;UTM  19      - 5,054,533.851   623,174.747   MT  0.99978653   +1 07 47.6
 QF0649
 QF0649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0649!SPC ME E     -   0.99996079  x   0.99998720  =   0.99994799
 QF0649!UTM  19      -   0.99996079  x   0.99978653  =   0.99974733
 QF0649
 QF0649:                Primary Azimuth Mark                     Grid Az
 QF0649:SPC ME E     -  BRANDY HILL                              152 51 13.9
 QF0649:UTM  19      -  BRANDY HILL                              152 29 46.8
 QF0649
 QF0649|---------------------------------------------------------------------|
 QF0649| PID    Reference Object                     Distance      Geod. Az  |
 QF0649|                                                           dddmmss.s |
 QF0649| QF0354 BRANDY HILL                         APPROX.12.5 KM 1533734.4 |
 QF0649| QF0428 VANCEBORO SCH FLAGPOLE 1917         APPROX. 7.6 KM 1865442.7 |
 QF0649| QF0594 VANCEBORO US CUSTOMS FLAGSTAFF      APPROX. 8.1 KM 1872228.1 |
 QF0649|---------------------------------------------------------------------|
 QF0649
 QF0649                          SUPERSEDED SURVEY CONTROL
 QF0649
 QF0649  NAD 83(1992)-  45 38 00.31047(N)    067 25 10.76817(W) AD(       ) 1
 QF0649  NAD 83(1986)-  45 38 00.31554(N)    067 25 10.77890(W) AD(       ) 1
 QF0649  NAD 27      -  45 38 00.08100(N)    067 25 12.77100(W) AD(       ) 1
 QF0649
 QF0649.Superseded values are not recommended for survey control.
 QF0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0649.See file dsdata.txt to determine how the superseded data were derived.
 QF0649
 QF0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2317554534(NAD 83)
 QF0649_MARKER: DH = HORIZONTAL CONTROL DISK
 QF0649_SETTING: 66 = SET IN ROCK OUTCROP
 QF0649_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF0649_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0649+STABILITY: POSITION/ELEVATION WELL
 QF0649
 QF0649  HISTORY     - Date     Condition        Report By
 QF0649  HISTORY     - 1888     MONUMENTED       CGS
 QF0649  HISTORY     - 1946     GOOD             IBC
 QF0649
 QF0649                          STATION DESCRIPTION
 QF0649
 QF0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1888 (CHB)
 QF0649'MASONRY ON THE MOUTAIN OF THAT NAME LOCATED ABOUT 4-1/2 MILES NNE OF
 QF0649'VANCEBORO, ME, AND ABOUT 1-3/4 MILES E OF THE HEAD OF LAKE PALFREY.
 QF0649'THE STATION IS ON A BARE LEDGE 25 METERS SW OF AND 0.6 METER LOWER
 QF0649'THAN THE HIGHEST POINT OF THE SUMMIT, SURROUNDED BY 40 - FOOT
 QF0649'HARDWOOD TREES.
 QF0649'
 QF0649'STATION MARK IS AN IBC STATION DISK WEDGED IN A DRILL HOLE, WITHIN
 QF0649'A TRIANGLE CUT IN THE OPEN ROCK LEDGE, WITH A CAIRN BUILT OVER THE
 QF0649'STATION MARK.  AN ARROW POINTING TOWARD THE STATION IS CUT ON A LARGE
 QF0649'BOULDER 23 METERS NE OF THE STATION.
 QF0649
 QF0649                          STATION RECOVERY (1946)
 QF0649
 QF0649'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF0649'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1868 ***********************************************************************
 OC1868  DESIGNATION -  MOUNT JOY 1852
 OC1868  PID         -  OC1868
 OC1868  STATE/COUNTY-  ME/CUMBERLAND
 OC1868  USGS QUAD   -  PROUTS NECK (1978)
 OC1868
 OC1868                         *CURRENT SURVEY CONTROL
 OC1868  ___________________________________________________________________
 OC1868* NAD 83(1996)-  43 35 44.79174(N)    070 15 10.33861(W)     ADJUSTED  
 OC1868* NAVD 88     -        44.     (meters)     144.     (feet)  SCALED    
 OC1868  ___________________________________________________________________
 OC1868  LAPLACE CORR-           2.97  (seconds)                    DEFLEC99
 OC1868  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 OC1868
 OC1868  HORZ ORDER  -  THIRD
 OC1868
 OC1868.The horizontal coordinates were established by classical geodetic methods
 OC1868.and adjusted by the National Geodetic Survey in March 1998..
 OC1868
 OC1868.The orthometric height was scaled from a topographic map.
 OC1868
 OC1868.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1868
 OC1868.The geoid height was determined by GEOID03.
 OC1868
 OC1868;                    North         East     Units Scale Factor Converg.
 OC1868;SPC ME W     -    84,705.761   893,039.274   MT  0.99996726   -0 03 34.0
 OC1868;UTM  19      - 4,827,740.601   398,872.255   MT  0.99972579   -0 51 50.4
 OC1868
 OC1868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1868!SPC ME W     -   0.99999722  x   0.99996726  =   0.99996448
 OC1868!UTM  19      -   0.99999722  x   0.99972579  =   0.99972301
 OC1868
 OC1868:                Primary Azimuth Mark                     Grid Az
 OC1868:SPC ME W     -  RICHMOND IS 1850                         169 11 30.3
 OC1868:UTM  19      -  RICHMOND IS 1850                         169 59 46.7
 OC1868
 OC1868|---------------------------------------------------------------------|
 OC1868| PID    Reference Object                     Distance      Geod. Az  |
 OC1868|                                                           dddmmss.s |
 OC1868| OC1608 RICHMOND IS 1850                    APPROX. 6.2 KM 1690756.3 |
 OC1868| OC1878 SPURWINK CHURCH                     APPROX. 1.8 KM 1770132.3 |
 OC1868|---------------------------------------------------------------------|
 OC1868
 OC1868                          SUPERSEDED SURVEY CONTROL
 OC1868
 OC1868  NAD 83(1992)-  43 35 44.79005(N)    070 15 10.33971(W) AD(       ) 3
 OC1868  NAD 83(1986)-  43 35 44.79609(N)    070 15 10.34520(W) AD(       ) 3
 OC1868  NAD 27      -  43 35 44.50000(N)    070 15 12.20000(W) AD(       ) 3
 OC1868
 OC1868.Superseded values are not recommended for survey control.
 OC1868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1868.See file dsdata.txt to determine how the superseded data were derived.
 OC1868
 OC1868_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9887227741(NAD 83)
 OC1868
 OC1868  HISTORY     - Date     Condition        Report By
 OC1868  HISTORY     - 1852     MONUMENTED       CGS
 OC1868  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OC1868
 OC1868                          STATION DESCRIPTION
 OC1868
 OC1868'DESCRIBED BY COAST AND GEODETIC SURVEY 1852 (COB)
 OC1868'STATION IS ON A HILL OF THAT NAME ON CAPE ELIZABETH PENINSULA
 OC1868'ABOUT 3-1/2 MILES S OF PORTLAND, 2-1/2 MILES S BY E FROM CAPE
 OC1868'ELIZABETH DEPOT, ABOUT 0.4 MILE W OF THE SPURWINK ROAD, AND 0.6
 OC1868'MILE NNE OF SPURWINK RIVER.  THE STATION IS ON THE SUMMIT OF THE
 OC1868'HILL AND IS MARKED BY AN EARTHENWARE CONE WHOSE TOP IS 12 INCHES
 OC1868'BELOW THE SURFACE OF THE GROUND.  THE SURFACE MARK WAS A STAKE
 OC1868'WITH A NAIL IN ITS TOP CENTERED IN THE BURIED CONE.  THE
 OC1868'SURFACE MARK HAS PROBABLY DISAPPEARED.
 OC1868
 OC1868                          STATION RECOVERY (1942)
 OC1868
 OC1868'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OC1868'SEARCHED FOR BUT NOT FOUND.  PLANE TABLE METHODS MIGHT LOCATE
 OC1868'THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1577 ***********************************************************************
 OC1577  DESIGNATION -  MOUNT MISERY 1850
 OC1577  PID         -  OC1577
 OC1577  STATE/COUNTY-  ME/CUMBERLAND
 OC1577  USGS QUAD   -  CAPE ELIZABETH (1975)
 OC1577
 OC1577                         *CURRENT SURVEY CONTROL
 OC1577  ___________________________________________________________________
 OC1577* NAD 83(1996)-  43 35 47.05421(N)    070 13 40.33861(W)     ADJUSTED  
 OC1577* NAVD 88     -        34.     (meters)     112.     (feet)  SCALED    
 OC1577  ___________________________________________________________________
 OC1577  LAPLACE CORR-           2.43  (seconds)                    DEFLEC99
 OC1577  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 OC1577
 OC1577  HORZ ORDER  -  THIRD
 OC1577
 OC1577.The horizontal coordinates were established by classical geodetic methods
 OC1577.and adjusted by the National Geodetic Survey in March 1998..
 OC1577
 OC1577.The orthometric height was scaled from a topographic map.
 OC1577
 OC1577.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1577
 OC1577.The geoid height was determined by GEOID03.
 OC1577
 OC1577;                    North         East     Units Scale Factor Converg.
 OC1577;SPC ME W     -    84,773.793   895,057.977   MT  0.99996697   -0 02 31.9
 OC1577;UTM  19      - 4,827,780.271   400,891.221   MT  0.99972082   -0 50 48.4
 OC1577
 OC1577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1577!SPC ME W     -   0.99999879  x   0.99996697  =   0.99996576
 OC1577!UTM  19      -   0.99999879  x   0.99972082  =   0.99971961
 OC1577
 OC1577:                Primary Azimuth Mark                     Grid Az
 OC1577:SPC ME W     -  SPURWINK CHURCH                          226 02 45.1
 OC1577:UTM  19      -  SPURWINK CHURCH                          226 51 01.6
 OC1577
 OC1577|---------------------------------------------------------------------|
 OC1577| PID    Reference Object                     Distance      Geod. Az  |
 OC1577|                                                           dddmmss.s |
 OC1577| OC1878 SPURWINK CHURCH                     APPROX. 2.7 KM 2260013.2 |
 OC1577| OC1872 BLUE POINT HILL RESET               APPROX.11.7 KM 2452847.0 |
 OC1577| OC1656 MUNJOY HILL OBSERVATORY             APPROX. 7.8 KM 3475334.5 |
 OC1577|---------------------------------------------------------------------|
 OC1577
 OC1577                          SUPERSEDED SURVEY CONTROL
 OC1577
 OC1577  NAD 83(1992)-  43 35 47.05248(N)    070 13 40.33971(W) AD(       ) 3
 OC1577  NAD 83(1986)-  43 35 47.05852(N)    070 13 40.34518(W) AD(       ) 3
 OC1577  NAD 27      -  43 35 46.76000(N)    070 13 42.19000(W) AD(       ) 3
 OC1577
 OC1577.Superseded values are not recommended for survey control.
 OC1577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1577.See file dsdata.txt to determine how the superseded data were derived.
 OC1577
 OC1577_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0089127780(NAD 83)
 OC1577
 OC1577  HISTORY     - Date     Condition        Report By
 OC1577  HISTORY     - 1850     MONUMENTED       CGS
 OC1577  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1577
 OC1577                          STATION DESCRIPTION
 OC1577
 OC1577'DESCRIBED BY COAST AND GEODETIC SURVEY 1850 (COB)
 OC1577'STATION IS ON THE SUMMIT OF A HILL ON THE PENINSULA OF CAPE
 OC1577'ELIZABETH ABOUT 2-1/2 MILES NNW OF CAPE ELIZABETH LIGHT, ABOUT
 OC1577'2 MILES SW OF PORTLAND HEAD LIGHT, ABOUT 4 MILES S OF PORTLAND,
 OC1577'AND CLOSE BY THE INTERSECTION OF THE ROAD FROM CAPE ELIZABETH TO
 OC1577'PORTLAND AND THE ROAD TO DELANO PARK AND PORTLAND HEAD.  THE
 OC1577'FORMER ROAD IS JUST W OF THE HILL AND THE LATTER IS JUST N OF
 OC1577'IT.  THE HILL IS ALSO KNOWN AS PROSPECT HILL.  THE STATION IS
 OC1577'MARKED BY A COPPER BOLT SET IN A HOLE IN THE ROCK.
 OC1577
 OC1577                          STATION RECOVERY (1933)
 OC1577
 OC1577'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1577'STATION LOST.  ROCK ON WHICH STATION MARK WAS SET IS DISINTEGRATING
 OC1577'AND STATION MARK HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0424 ***********************************************************************
 OB0424  DESIGNATION -  MOUNT PISGAH 1857
 OB0424  PID         -  OB0424
 OB0424  STATE/COUNTY-  ME/LINCOLN
 OB0424  USGS QUAD   -  PEMAQUID POINT (1997)
 OB0424
 OB0424                         *CURRENT SURVEY CONTROL
 OB0424  ___________________________________________________________________
 OB0424* NAD 83(1996)-  43 51 08.04977(N)    069 37 10.65987(W)     ADJUSTED  
 OB0424* NAVD 88     -        48.     (meters)     157.     (feet)  SCALED    
 OB0424  ___________________________________________________________________
 OB0424  LAPLACE CORR-           2.18  (seconds)                    DEFLEC99
 OB0424  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 OB0424
 OB0424  HORZ ORDER  -  THIRD
 OB0424
 OB0424.The horizontal coordinates were established by classical geodetic methods
 OB0424.and adjusted by the National Geodetic Survey in March 1998..
 OB0424
 OB0424.The orthometric height was scaled from a topographic map.
 OB0424
 OB0424.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0424
 OB0424.The geoid height was determined by GEOID03.
 OB0424
 OB0424;                    North         East     Units Scale Factor Converg.
 OB0424;SPC ME W     -   113,341.195   943,983.217   MT  0.99999045   +0 22 44.4
 OB0424;SPC ME E     -    21,225.454   209,985.114   MT  0.99999963   -0 46 32.6
 OB0424;UTM  19      - 4,855,647.804   450,198.730   MT  0.99963050   -0 25 45.4
 OB0424
 OB0424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0424!SPC ME W     -   0.99999651  x   0.99999045  =   0.99998696
 OB0424!SPC ME E     -   0.99999651  x   0.99999963  =   0.99999614
 OB0424!UTM  19      -   0.99999651  x   0.99963050  =   0.99962701
 OB0424
 OB0424:                Primary Azimuth Mark                     Grid Az
 OB0424:SPC ME W     -  WHITE ISLAND                             152 28 18.4
 OB0424:SPC ME E     -  WHITE ISLAND                             153 37 35.4
 OB0424:UTM  19      -  WHITE ISLAND                             153 16 48.2
 OB0424
 OB0424|---------------------------------------------------------------------|
 OB0424| PID    Reference Object                     Distance      Geod. Az  |
 OB0424|                                                           dddmmss.s |
 OB0424| OB0416 WHITE ISLAND                        APPROX. 8.1 KM 1525102.8 |
 OB0424| OB0438 BURNT IS LH                         APPROX. 3.4 KM 2084939.0 |
 OB0424| OB0431 TOWNSEND HARBOR WHITE SPIRE         APPROX. 0.7 KM 3203752.6 |
 OB0424| OB0459 BOOTHBAY CENTER WHITE SPIRE         APPROX. 2.8 KM 3353006.0 |
 OB0424| OB0458 BOOTHBAY CENTER BROWN SPIRE         APPROX. 2.9 KM 3360925.5 |
 OB0424|---------------------------------------------------------------------|
 OB0424
 OB0424                          SUPERSEDED SURVEY CONTROL
 OB0424
 OB0424  NAD 83(1992)-  43 51 08.04835(N)    069 37 10.65497(W) AD(       ) 3
 OB0424  NAD 83(1986)-  43 51 08.05372(N)    069 37 10.66079(W) AD(       ) 3
 OB0424  NAD 27      -  43 51 07.75600(N)    069 37 12.49900(W) AD(       ) 3
 OB0424
 OB0424.Superseded values are not recommended for survey control.
 OB0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0424.See file dsdata.txt to determine how the superseded data were derived.
 OB0424
 OB0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ5019955648(NAD 83)
 OB0424
 OB0424  HISTORY     - Date     Condition        Report By
 OB0424  HISTORY     - 1857     MONUMENTED       COASUR
 OB0424  HISTORY     - 1902     SEE DESCRIPTION  CGS
 OB0424  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0424  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0424  HISTORY     - 20040823 MARK NOT FOUND   USPSQD
 OB0424
 OB0424                          STATION DESCRIPTION
 OB0424
 OB0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1902
 OB0424'ON A BARE HILL OF THAT NAME IN BOOTHBAY AND ON THE EASTERN SIDE
 OB0424'OF THE HARBOR AND DISTANT FROM IT ABOUT 1/4 MILE.  THE LAND IS OWNED
 OB0424'BY CAPTAIN ALLEN LEWIS.  THE STATION IS MARKED BY A HOLE DRILLED
 OB0424'IN THE ROCK.  THE HOLE IS TO THE S AND WITHIN 3 FEET OF THE
 OB0424'BOOTHBAY HARBOR STANDPIPE.  TREES AND HOUSES NOW INTERCEPT THE
 OB0424'VIEW IN NEARLY EVERY DIRECTION.
 OB0424
 OB0424                          STATION RECOVERY (1934)
 OB0424
 OB0424'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0424'STATION IS MARKED BY A DRILL HOLE, 3 FEET S OF THE STONE FOOTING
 OB0424'OF THE BOOTHBAY HARBOR STANDPIPE ON MOUNT PISGAH IN THE TOWN OF
 OB0424'BOOTHBAY HARBOR.  THE STANDPIPE WAS LOCATED BY INTERSECTION IN
 OB0424'THE 1934 TRIANGULATION AND THE POSITION OF THE DRILL HOLE IS
 OB0424'VERIFIED BY THE LOCATION OF THE STANDPIPE.  IT WAS NOT CONSIDERED
 OB0424'WORTHWHILE TO RE-MARK THIS STATION.  IT IS SURROUNDED BY HOUSES
 OB0424'AND HIGH TREES.
 OB0424
 OB0424                          STATION RECOVERY (1942)
 OB0424
 OB0424'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (HOF)
 OB0424'STATION RECOVERED AS DESCRIBED.
 OB0424
 OB0424                          STATION RECOVERY (2004)
 OB0424
 OB0424'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMW)
 OB0424'THE AREA IS COMPLETLY CHANGED DUE TO REPLACEMENT OF THE OLD STANDPIPE
 OB0424'(OB0428). THE MARK WAS NOT SEEN BY THE BOOTHBAY HARBOR WATER DIST.
 OB0424'PERSONNEL WHEN THE DURING THE STANDPIPE REPLACEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2581 ***********************************************************************
 PE2581  DESIGNATION -  MOUSE
 PE2581  PID         -  PE2581
 PE2581  STATE/COUNTY-  ME/KNOX
 PE2581  USGS QUAD   -  NORTH HAVEN WEST (1983)
 PE2581
 PE2581                         *CURRENT SURVEY CONTROL
 PE2581  ___________________________________________________________________
 PE2581* NAD 83(1996)-  44 11 53.89445(N)    068 56 31.33242(W)     ADJUSTED  
 PE2581* NAVD 88     -        10.     (meters)      33.     (feet)  SCALED    
 PE2581  ___________________________________________________________________
 PE2581  LAPLACE CORR-           2.22  (seconds)                    DEFLEC99
 PE2581  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 PE2581
 PE2581  HORZ ORDER  -  THIRD
 PE2581
 PE2581.The horizontal coordinates were established by classical geodetic methods
 PE2581.and adjusted by the National Geodetic Survey in March 1998..
 PE2581
 PE2581.The orthometric height was scaled from a topographic map.
 PE2581
 PE2581.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2581
 PE2581.The geoid height was determined by GEOID03.
 PE2581
 PE2581;                    North         East     Units Scale Factor Converg.
 PE2581;SPC ME E     -    59,159.828   264,667.736   MT  0.99991535   -0 18 29.4
 PE2581;UTM  19      - 4,893,900.048   504,631.643   MT  0.99960026   +0 02 25.5
 PE2581
 PE2581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2581!SPC ME E     -   1.00000239  x   0.99991535  =   0.99991774
 PE2581!UTM  19      -   1.00000239  x   0.99960026  =   0.99960265
 PE2581
 PE2581                          SUPERSEDED SURVEY CONTROL
 PE2581
 PE2581  NAD 83(1992)-  44 11 53.89985(N)    068 56 31.31150(W) AD(       ) 3
 PE2581  NAD 83(1986)-  44 11 53.90148(N)    068 56 31.31349(W) AD(       ) 3
 PE2581
 PE2581.Superseded values are not recommended for survey control.
 PE2581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2581.See file dsdata.txt to determine how the superseded data were derived.
 PE2581
 PE2581_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ0463293900(NAD 83)
 PE2581_MARKER: O = CHISELED CIRCLE
 PE2581_SETTING: 66 = SET IN ROCK OUTCROP
 PE2581_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 PE2581_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2581_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE2581+STABILITY: POSITION/ELEVATION WELL
 PE2581
 PE2581  HISTORY     - Date     Condition        Report By
 PE2581  HISTORY     - 1983     MONUMENTED       NOS
 PE2581
 PE2581                          STATION DESCRIPTION
 PE2581
 PE2581'DESCRIBED BY NATIONAL OCEAN SERVICE 1983 (RST)
 PE2581'THE STATION IS LOCATED ON MOUSE ISLAND WHICH LIES EAST OF
 PE2581'LASELL ISLAND IN PENOBSCOT BAY.
 PE2581'
 PE2581'TO REACH THE STATION FROM THE CAMDEN HARBOR NE POINT LIGHT
 PE2581'BY BOAT, GO ESE FOR 3.9 NAUTICAL MILES TO THE SOUTH END OF
 PE2581'LASELL ISLAND AND THEN TURN NORTHEAST AND GO 1.0 NAUTICAL
 PE2581'MILES TO MOUSE ISLAND.
 PE2581'
 PE2581'THE STATION IS LOCATED ON THE HIGHEST POINT OF THE ISLAND
 PE2581'IN AN OUTCROPPING ROCK LEDGE.  THE STATION IS MARKED BY A
 PE2581'1/2 INCH DRILL HOLE IN THE ROCK.
 PE2581'
 PE2581'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.40 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2100 ***********************************************************************
 PE2100  DESIGNATION -  MOUSE ISLAND LEDGE SPINDLE
 PE2100  PID         -  PE2100
 PE2100  STATE/COUNTY-  ME/KNOX
 PE2100  USGS QUAD   -  NORTH HAVEN WEST (1983)
 PE2100
 PE2100                         *CURRENT SURVEY CONTROL
 PE2100  ___________________________________________________________________
 PE2100* NAD 83(1996)-  44 12 07.51383(N)    068 56 26.89915(W)     ADJUSTED  
 PE2100* NAVD 88     -                                                        
 PE2100  ___________________________________________________________________
 PE2100  LAPLACE CORR-           2.21  (seconds)                    DEFLEC99
 PE2100  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 PE2100
 PE2100  HORZ ORDER  -  THIRD
 PE2100
 PE2100.The horizontal coordinates were established by classical geodetic methods
 PE2100.and adjusted by the National Geodetic Survey in March 1998..
 PE2100
 PE2100
 PE2100.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2100
 PE2100.The geoid height was determined by GEOID03.
 PE2100
 PE2100;                    North         East     Units Scale Factor Converg.
 PE2100;SPC ME E     -    59,579.628   264,768.422   MT  0.99991526   -0 18 26.4
 PE2100;UTM  19      - 4,894,320.320   504,729.743   MT  0.99960028   +0 02 28.6
 PE2100
 PE2100                          SUPERSEDED SURVEY CONTROL
 PE2100
 PE2100  NAD 83(1992)-  44 12 07.51903(N)    068 56 26.87820(W) AD(       ) 4
 PE2100  NAD 83(1986)-  44 12 07.56679(N)    068 56 26.85480(W) AD(       ) 4
 PE2100  NAD 27      -  44 12 07.28000(N)    068 56 28.71000(W) AD(       ) 3
 PE2100
 PE2100.Superseded values are not recommended for survey control.
 PE2100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2100.See file dsdata.txt to determine how the superseded data were derived.
 PE2100
 PE2100_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ0473094320(NAD 83)
 PE2100
 PE2100  HISTORY     - Date     Condition        Report By
 PE2100  HISTORY     - UNK      MONUMENTED
 PE2100  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2100  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2100  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 PE2100
 PE2100                          STATION DESCRIPTION
 PE2100
 PE2100'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2100'THIS INTERSECTION STATION IS THE TOP OF THE SPINDLE MARKING MOUSE
 PE2100'ISLAND LEDGE, AND IS LOCATED IN PENOBSCOT BAY JUST N OF MOUSE
 PE2100'ISLAND, ABOUT 6 MILES DUE E OF CAMDEN.
 PE2100
 PE2100                          STATION RECOVERY (1943)
 PE2100
 PE2100'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2100'STATION WAS RECOVERED AS DESCRIBED IN 1934.  STATION IS THE BLACK
 PE2100'CASK ON BILGE ON TOP OF BLACK IRON SPINDLE.
 PE2100
 PE2100                          STATION RECOVERY (1988)
 PE2100
 PE2100'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE2100'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1672 ***********************************************************************
 QF1672  DESIGNATION -  MOUTH IBC
 QF1672  PID         -  QF1672
 QF1672  STATE/COUNTY-  ME/WASHINGTON
 QF1672  USGS QUAD   -  FOREST CITY (1988)
 QF1672
 QF1672                         *CURRENT SURVEY CONTROL
 QF1672  ___________________________________________________________________
 QF1672* NAD 83(1996)-  45 41 09.95085(N)    067 43 30.13680(W)     ADJUSTED  
 QF1672* NAVD 88     -       116.     (meters)     381.     (feet)  SCALED    
 QF1672  ___________________________________________________________________
 QF1672  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 QF1672  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 QF1672
 QF1672  HORZ ORDER  -  THIRD
 QF1672
 QF1672.The horizontal coordinates were established by classical geodetic methods
 QF1672.and adjusted by the National Geodetic Survey in March 1998..
 QF1672
 QF1672.The orthometric height was scaled from a topographic map.
 QF1672
 QF1672.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1672
 QF1672.The geoid height was determined by GEOID03.
 QF1672
 QF1672;                    North         East     Units Scale Factor Converg.
 QF1672;SPC ME E     -   224,679.832   360,363.596   MT  0.99994478   +0 33 16.3
 QF1672;UTM  19      - 5,059,962.162   599,279.849   MT  0.99972118   +0 54 44.4
 QF1672
 QF1672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1672!SPC ME E     -   0.99998557  x   0.99994478  =   0.99993035
 QF1672!UTM  19      -   0.99998557  x   0.99972118  =   0.99970676
 QF1672
 QF1672|---------------------------------------------------------------------|
 QF1672| PID    Reference Object                     Distance      Geod. Az  |
 QF1672|                                                           dddmmss.s |
 QF1672| QF1664 REFERENCE MON 75=MINYUS             270.033 METERS 13611     |
 QF1672| QF1670 SOCKALEXIS IBC                      282.709 METERS 16632     |
 QF1672| QF1674 REFERENCE MON 74=PICNIC MUD LK      109.078 METERS 18459     |
 QF1672| QF1678 SALMON IBC                          335.299 METERS 33118     |
 QF1672|---------------------------------------------------------------------|
 QF1672
 QF1672                          SUPERSEDED SURVEY CONTROL
 QF1672
 QF1672  NAD 83(1992)-  45 41 09.94794(N)    067 43 30.13525(W) AD(       ) 3
 QF1672  NAD 83(1986)-  45 41 09.95260(N)    067 43 30.15153(W) AD(       ) 3
 QF1672  NAD 27      -  45 41 09.73726(N)    067 43 32.12378(W) AD(       ) 3
 QF1672
 QF1672.Superseded values are not recommended for survey control.
 QF1672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1672.See file dsdata.txt to determine how the superseded data were derived.
 QF1672
 QF1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9928059962(NAD 83)
 QF1672_MARKER: DD = SURVEY DISK
 QF1672_SETTING: 80 = SET IN A BOULDER
 QF1672_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF1672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1672+STABILITY: SURFACE MOTION
 QF1672
 QF1672  HISTORY     - Date     Condition        Report By
 QF1672  HISTORY     - 1912     MONUMENTED       IBC
 QF1672  HISTORY     - 1955     GOOD             IBC
 QF1672  HISTORY     - 1972     GOOD             IBC
 QF1672
 QF1672                          STATION DESCRIPTION
 QF1672
 QF1672'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (AJB)
 QF1672'ON THE E OR CANADIAN SIDE NEAR THE MOUTH OF THE STREAM CONNECTING
 QF1672'MUD AND SPEDNIK LAKES.  IT IS ON A ROCK ABOUT 2 METERS LONG, 1-1/2
 QF1672'METERS WIDE, AND 1/2 METER HIGH, SITUATED ABOUT 20 METERS ABOVE THE
 QF1672'LOWER END OF THE PATH FROM MUD TO SPEDNIK LAKE.  A HUGE ROCK IN THE
 QF1672'RIVER JUST TOUCHING THE SHORE IS 17 METERS FROM THE STATION.  A HUGE
 QF1672'ROCK BESIDE THE PATH IS 34 METERS UPSTREAM FROM THE STATION.  THE
 QF1672'STATION ROCK IS 3 FEET TOWARD THE STREAM FROM THE SECOND COTTAGE AND
 QF1672'18 FEET UPSTREAM FROM THE FIRST COTTAGE.
 QF1672'
 QF1672'STATION MARK IS A COPPER DISK SET IN A DRILL HOLE IN THE ROCK.  A
 QF1672'CROSS WITHIN A TRIANGLE IS CUT IN A ROCK 1 METER HIGH, 10.65 METERS
 QF1672'INLAND, AND E OF THE STATION.  A CROSS WITHIN A TRIANGLE CUT IN A
 QF1672'ROCK 0.6 METER HIGH IS 5.62 METERS UPSTREAM FROM THE STATION.  A
 QF1672'CROSS WITHIN A TRIANGLE IS CUT IN A ROCK 1.5 METERS HIGH, 14.59
 QF1672'METERS FROM THE STATION, ON A LINE THAT PASSES BETWEEN THE OTHER
 QF1672'TWO CROSSES.
 QF1672
 QF1672                          STATION RECOVERY (1955)
 QF1672
 QF1672'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1672'STATION RECOVERED IN GOOD CONDITION.
 QF1672
 QF1672                          STATION RECOVERY (1972)
 QF1672
 QF1672'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1672'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1999 ***********************************************************************
 OC1999  DESIGNATION -  MOUTH SACO RIVER BCN ON PIER
 OC1999  PID         -  OC1999
 OC1999  STATE/COUNTY-  ME/YORK
 OC1999  USGS QUAD   -  BIDDEFORD POOL (1970)
 OC1999
 OC1999                         *CURRENT SURVEY CONTROL
 OC1999  ___________________________________________________________________
 OC1999* NAD 83(1996)-  43 27 43.64768(N)    070 22 12.53422(W)     ADJUSTED  
 OC1999* NAVD 88     -                                                        
 OC1999  ___________________________________________________________________
 OC1999  LAPLACE CORR-           3.26  (seconds)                    DEFLEC99
 OC1999  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 OC1999
 OC1999  HORZ ORDER  -  THIRD
 OC1999
 OC1999.The horizontal coordinates were established by classical geodetic methods
 OC1999.and adjusted by the National Geodetic Survey in March 1998..
 OC1999
 OC1999
 OC1999.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1999
 OC1999.The geoid height was determined by GEOID03.
 OC1999
 OC1999;                    North         East     Units Scale Factor Converg.
 OC1999;SPC ME W     -    69,873.711   883,533.337   MT  0.99997000   -0 08 23.9
 OC1999;UTM  19      - 4,813,046.713   389,161.471   MT  0.99975112   -0 56 33.3
 OC1999
 OC1999                          SUPERSEDED SURVEY CONTROL
 OC1999
 OC1999  NAD 83(1992)-  43 27 43.64629(N)    070 22 12.53554(W) AD(       ) 4
 OC1999  NAD 83(1986)-  43 27 43.65225(N)    070 22 12.54117(W) AD(       ) 4
 OC1999  NAD 27      -  43 27 43.35000(N)    070 22 14.36000(W) AD(       ) 3
 OC1999
 OC1999.Superseded values are not recommended for survey control.
 OC1999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1999.See file dsdata.txt to determine how the superseded data were derived.
 OC1999
 OC1999_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ8916113047(NAD 83)
 OC1999
 OC1999  HISTORY     - Date     Condition        Report By
 OC1999  HISTORY     - UNK      MONUMENTED
 OC1999  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OC1999
 OC1999                          STATION DESCRIPTION
 OC1999
 OC1999'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (EHK)
 OC1999'THE BEACON HAS BEEN REMOVED AND THE STATION HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0915 ***********************************************************************
 PD0915  DESIGNATION -  MOWES MTN 1886
 PD0915  PID         -  PD0915
 PD0915  STATE/COUNTY-  ME/WASHINGTON
 PD0915  USGS QUAD   -  WHITING (1977)
 PD0915
 PD0915                         *CURRENT SURVEY CONTROL
 PD0915  ___________________________________________________________________
 PD0915* NAD 83(1996)-  44 52 15.68130(N)    067 07 29.25096(W)     ADJUSTED  
 PD0915* NAVD 88     -        38.     (meters)     125.     (feet)  SCALED    
 PD0915  ___________________________________________________________________
 PD0915  LAPLACE CORR-           4.58  (seconds)                    DEFLEC99
 PD0915  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 PD0915
 PD0915  HORZ ORDER  -  THIRD
 PD0915
 PD0915.The horizontal coordinates were established by classical geodetic methods
 PD0915.and adjusted by the National Geodetic Survey in March 1998..
 PD0915
 PD0915.The orthometric height was scaled from a topographic map.
 PD0915
 PD0915.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0915
 PD0915.The geoid height was determined by GEOID03.
 PD0915
 PD0915;                    North         East     Units Scale Factor Converg.
 PD0915;SPC ME E     -   134,731.749   408,662.990   MT  1.00004515   +0 58 13.2
 PD0915;UTM  19      - 4,970,333.266   648,126.443   MT  0.99986981   +1 19 23.6
 PD0915
 PD0915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0915!SPC ME E     -   0.99999762  x   1.00004515  =   1.00004277
 PD0915!UTM  19      -   0.99999762  x   0.99986981  =   0.99986743
 PD0915
 PD0915:                Primary Azimuth Mark                     Grid Az
 PD0915:SPC ME E     -  FALL ISLAND FLAG                         005 03 10.0
 PD0915:UTM  19      -  FALL ISLAND FLAG                         004 41 59.6
 PD0915
 PD0915|---------------------------------------------------------------------|
 PD0915| PID    Reference Object                     Distance      Geod. Az  |
 PD0915|                                                           dddmmss.s |
 PD0915| PD0860 FALL ISLAND FLAG                    APPROX. 1.2 KM 0060123.2 |
 PD0915| PD0851 CLARK 2 FLAG                        APPROX. 6.8 KM 0840947.8 |
 PD0915| PD0700 LUBEC CHURCH SPIRE                  APPROX.10.9 KM 0960427.6 |
 PD0915| PD0909 BLACK FLAG                          APPROX. 5.4 KM 1040325.5 |
 PD0915| PD0893 MC CURDY 1886                       APPROX. 5.0 KM 1662653.2 |
 PD0915| PD0917 BELLS MOUNTAIN                      APPROX. 6.1 KM 2104312.9 |
 PD0915| PD0913 MAHAIS SPRUCE FLAG                  APPROX. 1.2 KM 2480420.6 |
 PD0915|---------------------------------------------------------------------|
 PD0915
 PD0915                          SUPERSEDED SURVEY CONTROL
 PD0915
 PD0915  NAD 83(1992)-  44 52 15.67177(N)    067 07 29.25071(W) AD(       ) 3
 PD0915  NAD 83(1986)-  44 52 15.66957(N)    067 07 29.25265(W) AD(       ) 3
 PD0915  NAD 27      -  44 52 15.38200(N)    067 07 31.32100(W) AD(       ) 3
 PD0915
 PD0915.Superseded values are not recommended for survey control.
 PD0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0915.See file dsdata.txt to determine how the superseded data were derived.
 PD0915
 PD0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK4812670333(NAD 83)
 PD0915
 PD0915  HISTORY     - Date     Condition        Report By
 PD0915  HISTORY     - 1886     MONUMENTED       CGS
 PD0915  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0915
 PD0915                          STATION DESCRIPTION
 PD0915
 PD0915'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0915'STATION IS ON THE SUMMIT OF THE HIGHEST HILL IN THE N END OF CROWE
 PD0915'NECK, WHICH LIES BETWEEN STRAIGHT BAY AND WHITING BAY.  THE
 PD0915'STATION IS ON A FLAT-TOPPED LEDGE AND IS ABOUT 200 METERS E OF THE
 PD0915'CROWE NECK ROAD, 1/3 MILE S OF THE TIP OF THE NECK, AND 200 METERS
 PD0915'NW OF A COVE OF STRAIGHT BAY.  THE STATION IS 10 METERS S OF THE
 PD0915'HIGHEST POINT ON THE LEDGE AND 5.2 METERS E OF THE W EDGE OF THE
 PD0915'ROCK BLUFF.
 PD0915'
 PD0915'STATION MARK IS A COPPER BOLT SET IN A DRILL HOLE, SURROUNDED BY
 PD0915'A TRIANGLE HAVING TWO SIDES CUT IN THE ROCK AND THE THIRD SIDE
 PD0915'FORMED BY A SMALL CRACK IN THE LEDGE.
 PD0915'
 PD0915'TO REACH THE STATION FROM WHITING, DRIVE 2.5 MILES NE ON LUBEC
 PD0915'ROAD TO CEMETERY, TURN N 2.5 MILES TO A T-INTERSECTION, TURN LEFT
 PD0915'ON THE CROWE NECK ROAD 2.5 MILES TO A DRIVE LEADING E.  FOLLOW
 PD0915'THIS DRIVE 0.2 MILE TO ITS END AT A COTTAGE.  WALK 0.2 MILE N
 PD0915'TO SUMMIT OF HILL AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1360 ***********************************************************************
 QG1360  DESIGNATION -  MOXIE
 QG1360  PID         -  QG1360
 QG1360  STATE/COUNTY-  ME/SOMERSET
 QG1360  USGS QUAD   -  CARATUNK (1989)
 QG1360
 QG1360                         *CURRENT SURVEY CONTROL
 QG1360  ___________________________________________________________________
 QG1360* NAD 83(1996)-  45 12 24.10718(N)    069 53 37.12763(W)     ADJUSTED  
 QG1360* NAVD 88     -       892.     (meters)    2927.     (feet)  SCALED    
 QG1360  ___________________________________________________________________
 QG1360  LAPLACE CORR-           3.54  (seconds)                    DEFLEC99
 QG1360  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 QG1360
 QG1360  HORZ ORDER  -  THIRD
 QG1360
 QG1360.The horizontal coordinates were established by classical geodetic methods
 QG1360.and adjusted by the National Geodetic Survey in March 1998..
 QG1360
 QG1360.The orthometric height was scaled from a topographic map.
 QG1360
 QG1360.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1360
 QG1360.The geoid height was determined by GEOID03.
 QG1360
 QG1360;                    North         East     Units Scale Factor Converg.
 QG1360;SPC ME W     -   263,738.114   921,448.517   MT  0.99997232   +0 11 37.5
 QG1360;UTM  19      - 5,006,300.578   429,820.694   MT  0.99966056   -0 38 03.1
 QG1360
 QG1360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1360!SPC ME W     -   0.99986414  x   0.99997232  =   0.99983647
 QG1360!UTM  19      -   0.99986414  x   0.99966056  =   0.99952475
 QG1360
 QG1360:                Primary Azimuth Mark                     Grid Az
 QG1360:SPC ME W     -  FLETCHER                                 191 00 20.0
 QG1360:UTM  19      -  FLETCHER                                 191 50 00.6
 QG1360
 QG1360|---------------------------------------------------------------------|
 QG1360| PID    Reference Object                     Distance      Geod. Az  |
 QG1360|                                                           dddmmss.s |
 QG1360| QG1359 FLETCHER                            APPROX.18.9 KM 1911157.5 |
 QG1360|---------------------------------------------------------------------|
 QG1360
 QG1360                          SUPERSEDED SURVEY CONTROL
 QG1360
 QG1360  NAD 83(1992)-  45 12 24.10619(N)    069 53 37.12226(W) AD(       ) 3
 QG1360  NAD 83(1986)-  45 12 24.10886(N)    069 53 37.12949(W) AD(       ) 3
 QG1360  NAD 27      -  45 12 23.92379(N)    069 53 38.91759(W) AD(       ) 3
 QG1360
 QG1360.Superseded values are not recommended for survey control.
 QG1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1360.See file dsdata.txt to determine how the superseded data were derived.
 QG1360
 QG1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL2982106301(NAD 83)
 QG1360_MARKER: DS = TRIANGULATION STATION DISK
 QG1360_SETTING: 0 = UNSPECIFIED SETTING
 QG1360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG1360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QG1360+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2005
 QG1360
 QG1360  HISTORY     - Date     Condition        Report By
 QG1360  HISTORY     - 1902     MONUMENTED       USGS
 QG1360  HISTORY     - 20050510 GOOD             GEOCAC
 QG1360
 QG1360                          STATION DESCRIPTION
 QG1360
 QG1360'DESCRIBED BY US GEOLOGICAL SURVEY 1902
 QG1360'A WELL-KNOWN MOUNTAIN ABOUT 15 MI N. OF BINGHAM.  CAN BE REACHED
 QG1360'FROM PLEASANT POND VIA LOG ROADS BY WALKING 8 OR 9 MILES.  CAN BE
 QG1360'REACHED ALSO BY LEAVING ROAD UP KENNEBEC RIVER AT BERRYS ABOUT 8.0
 QG1360'MI ABOVE BINGHAM AND GOING OVER KATE HILL.
 QG1360'
 QG1360'STATION MARK,  A STANDARD DISK CEMENTED IN SOLID ROCK.
 QG1360'
 QG1360'REFERENCE MARK,  A HOLE DRILLED 2 INCHES DEEP IN SOLID LEDGE 63.7 FT,
 QG1360'N 58 DEG 54 MIN W.
 QG1360
 QG1360                          STATION RECOVERY (2005)
 QG1360
 QG1360'RECOVERY NOTE BY GEOCACHING 2005 (RG)
 QG1360'NEW DIRECTIONS.
 QG1360'GO WEST ON ROUTE 16 FROM MAYFIELD CORNER ABOUT 4 MILES TO TOWN LINE
 QG1360'ROAD. GO 9.6 MILES NORTH ON DIRT TOWN LINE ROAD TO BRIDGE ON WEST
 QG1360'SIDE. CROSS BRIDGE AND GO WEST ABOUT 3 MILES ON DIRT ROAD TO DIMMICK
 QG1360'POND CAMPSITE.  VEHICLES SHOULD PARK HERE.
 QG1360'GO SOUTH ON LOGGING ROAD ON FOOT ABOUT .5 MILES.  BUSHWHACK ABOUT .6
 QG1360'MILES WEST TO BASE OF MOXIE SLIDE.  CLIMB SLIDE.  BUSHWHACK ALONG
 QG1360'RIDGE SSW ABOUT .4 MILES TO PEAK.
 QG1360'PEAK HAS RECENT COMMUNICATIONS STRUCTURES AND A WOODEN HELIPAD.
 QG1360'STATION MARK IS ABOUT 5 FEET SOUTH OF THE SOUTH EDGE OF THE HELIPAD,
 QG1360'CEMENTED IN EXPOSED ROCK.
 QG1360'URL OF DIGITAL PHOTO OF DISK
 QG1360'IMG.GROUNDSPEAK.COM/BENCHMARK/LG/5E9AA4AD-9613-43F7-BD87-7BF4FB3A2A50.
 QG1360' DISK
 QG1360'IMG.GROUNDSPEAK.COM/BENCHMARK/LG/5E9AA4AD-9613-43F7-BD87-7BF4FB3A2A50.
 QG1360'O OF DISK
 QG1360'IMG.GROUNDSPEAK.COM/BENCHMARK/LG/5E9AA4AD-9613-43F7-BD87-7BF4FB3A2A50.
 QG1360' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1363 ***********************************************************************
 QG1363  DESIGNATION -  MOXIE BALD
 QG1363  PID         -  QG1363
 QG1363  STATE/COUNTY-  ME/SOMERSET
 QG1363  USGS QUAD   -  MOXIE POND (1988)
 QG1363
 QG1363                         *CURRENT SURVEY CONTROL
 QG1363  ___________________________________________________________________
 QG1363* NAD 83(1996)-  45 15 49.92440(N)    069 46 18.60005(W)     ADJUSTED  
 QG1363* NAVD 88     -       801.5    (meters)    2630.     (feet)  VERTCON   
 QG1363  ___________________________________________________________________
 QG1363  LAPLACE CORR-           2.83  (seconds)                    DEFLEC99
 QG1363  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 QG1363
 QG1363  HORZ ORDER  -  FIRST
 QG1363
 QG1363.The horizontal coordinates were established by classical geodetic methods
 QG1363.and adjusted by the National Geodetic Survey in March 1998..
 QG1363
 QG1363.The NAVD 88 height was computed by applying the VERTCON shift value to
 QG1363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QG1363
 QG1363.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1363
 QG1363.The geoid height was determined by GEOID03.
 QG1363
 QG1363;                    North         East     Units Scale Factor Converg.
 QG1363;SPC ME W     -   270,131.309   930,987.101   MT  0.99997847   +0 16 49.7
 QG1363;SPC ME E     -   178,252.346   200,191.354   MT  1.00002245   -0 54 12.7
 QG1363;UTM  19      - 5,012,553.187   439,447.602   MT  0.99964508   -0 32 53.9
 QG1363
 QG1363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1363!SPC ME W     -   0.99987827  x   0.99997847  =   0.99985674
 QG1363!SPC ME E     -   0.99987827  x   1.00002245  =   0.99990072
 QG1363!UTM  19      -   0.99987827  x   0.99964508  =   0.99952339
 QG1363
 QG1363|---------------------------------------------------------------------|
 QG1363| PID    Reference Object                     Distance      Geod. Az  |
 QG1363|                                                           dddmmss.s |
 QG1363| DA5210 MOXIE BALD RM 1                       5.819 METERS 04346     |
 QG1363| QG1364 MOXIE BALD USGS 1928                  3.768 METERS 11101     |
 QG1363| QG1357 KELLY                               APPROX.23.2 KM 1725346.4 |
 QG1363| DA5211 MOXIE BALD RM 2                      10.756 METERS 29720     |
 QG1363|---------------------------------------------------------------------|
 QG1363
 QG1363                          SUPERSEDED SURVEY CONTROL
 QG1363
 QG1363  NAD 83(1992)-  45 15 49.92307(N)    069 46 18.59544(W) AD(       ) 1
 QG1363  NAD 83(1986)-  45 15 49.92572(N)    069 46 18.60350(W) AD(       ) 1
 QG1363  NAD 27      -  45 15 49.73500(N)    069 46 20.40000(W) AD(       ) 1
 QG1363  NGVD 29 (07/19/86)  801.7    (m)         2630.     (f) VERT ANG       
 QG1363
 QG1363.Superseded values are not recommended for survey control.
 QG1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1363.See file dsdata.txt to determine how the superseded data were derived.
 QG1363
 QG1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL3944812553(NAD 83)
 QG1363
 QG1363  HISTORY     - Date     Condition        Report By
 QG1363  HISTORY     - 1928     MONUMENTED       CGS
 QG1363  HISTORY     - 1955     SEE DESCRIPTION  CGS
 QG1363
 QG1363                          STATION DESCRIPTION
 QG1363
 QG1363'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 QG1363'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 QG1363'CONDITION.  A COMPLETE DESCRIPTION FOLLOWS.
 QG1363'
 QG1363'STATION IS LOCATED, AIRLINE, ABOUT 17 MILES SOUTH SOUTHWEST OF
 QG1363'GREENVILLE, 4-1/4 MILES SOUTHWEST OF THE SPORTING CAMP OF
 QG1363'TROUTDALE AND ON THE HIGHEST PART OF BALD MOUNTAIN.  IT IS
 QG1363'DIRECTLY UNDER THE CENTER OF THE MAINE STATE LOOKOUT TOWER.
 QG1363'
 QG1363'STATION IS REACHED AS FOLLOWS--FROM THE BRIDGE OVER THE
 QG1363'KENNEBEC RIVER AT THE FORKS, GO EAST ON A HARD SURFACED ROAD
 QG1363'FOR 5.4 MILES TO A FORK AT MOXIE COTTAGES.  TURN RIGHT AND
 QG1363'FOLLOW THE ROAD ALONG THE WEST SIDE OF MOXIE POND FOR 4.6 MILES
 QG1363'TO TROUTDALE.  HERE INQUIRE ABOUT BOAT AND MOTOR FOR CROSSING
 QG1363'MOXIE POND TO THE START OF THE TRAIL.  FROM TROUTDALE CONTINUE
 QG1363'SOUTHERLY FOR 2.2 MILES TO A SMALL BRIDGE.  CONTINUE SOUTHERLY
 QG1363'FOR 0.4 MILE TO A POINT OPPOSITE A CABIN ON THE EAST SIDE OF
 QG1363'THE POND ABOUT 1/4 MILE DISTANT.  THIS IS THE END OF TRUCK
 QG1363'TRAVEL.  CROSS MOXIE POND BY BOAT TO A POINT ABOUT 0.1
 QG1363'MILE NORTH OF THE CABIN AT A LARGE WHITE BOX USED TO STORE
 QG1363'FOOD FOR THE FOREST SERVICE.  THE TRAIL STARTS HERE.  THE
 QG1363'TELEPHONE WIRE LEADING TO THE LOOKOUT TOWER STARTS ABOUT 75
 QG1363'YARDS EAST OF THE SHORE AND FOLLOWS THE TRAIL TO THE LOOKOUT
 QG1363'TOWER AND THE STATION.  TIME OF PACK IS TWO HOURS.
 QG1363'THERE IS WATER NEAR THE LOWER CABIN WHICH IS ABOUT TEN
 QG1363'MINUTES FROM THE TOP OF THE MOUNTAIN.
 QG1363'
 QG1363'STATION MARK, STAMPED MOXIE BALD 1928, IS A STANDARD DISK
 QG1363'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK AND DIRECTLY
 QG1363'UNDER THE CENTER OF THE LOOKOUT TOWER.  IT IS FLUSH WITH THE
 QG1363'GROUND.
 QG1363'
 QG1363'REFERENCE MARK NUMBER 1, STAMPED MOXIE BALD NO 1 1928, IS A
 QG1363'STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 QG1363'FLUSH WITH THE GROUND AND AT ABOUT THE SAME ELEVATION AS THE
 QG1363'STATION.
 QG1363'
 QG1363'REFERENCE MARK NUMBER 2, STAMPED MOXIE BALD NO 2 1928, IS A
 QG1363'STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 QG1363'FLUSH WITH THE GROUND AND ABOUT 3 FEET LOWER THAN THE STATION.
 QG1363'
 QG1363'USGS BENCH MARK DISK, NOT STAMPED, IS A BRONZE DISK CEMENTED IN
 QG1363'A DRILL HOLE IN OUTCROPPING BEDROCK AT THE SAME ELEVATION AS
 QG1363'THE STATION AND IN THE SAME BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1364 ***********************************************************************
 QG1364  DESIGNATION -  MOXIE BALD USGS 1928
 QG1364  PID         -  QG1364
 QG1364  STATE/COUNTY-  ME/SOMERSET
 QG1364  USGS QUAD   -  MOXIE POND (1988)
 QG1364
 QG1364                         *CURRENT SURVEY CONTROL
 QG1364  ___________________________________________________________________
 QG1364* NAD 83(1996)-  45 15 49.88063(N)    069 46 18.43873(W)     ADJUSTED  
 QG1364* NAVD 88     -       801.     (meters)    2628.     (feet)  SCALED    
 QG1364  ___________________________________________________________________
 QG1364  LAPLACE CORR-           2.82  (seconds)                    DEFLEC99
 QG1364  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 QG1364
 QG1364  HORZ ORDER  -  SECOND
 QG1364
 QG1364.The horizontal coordinates were established by classical geodetic methods
 QG1364.and adjusted by the National Geodetic Survey in March 1998..
 QG1364
 QG1364.The orthometric height was scaled from a topographic map.
 QG1364
 QG1364.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1364
 QG1364.The geoid height was determined by GEOID03.
 QG1364
 QG1364;                    North         East     Units Scale Factor Converg.
 QG1364;SPC ME W     -   270,129.975   930,990.625   MT  0.99997847   +0 16 49.8
 QG1364;SPC ME E     -   178,250.939   200,194.849   MT  1.00002244   -0 54 12.6
 QG1364;UTM  19      - 5,012,551.802   439,451.105   MT  0.99964508   -0 32 53.7
 QG1364
 QG1364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1364!SPC ME W     -   0.99987838  x   0.99997847  =   0.99985685
 QG1364!SPC ME E     -   0.99987838  x   1.00002244  =   0.99990082
 QG1364!UTM  19      -   0.99987838  x   0.99964508  =   0.99952350
 QG1364
 QG1364                          SUPERSEDED SURVEY CONTROL
 QG1364
 QG1364  NAD 83(1992)-  45 15 49.87930(N)    069 46 18.43411(W) AD(       ) 2
 QG1364  NAD 83(1986)-  45 15 49.88196(N)    069 46 18.44218(W) AD(       ) 2
 QG1364  NAD 27      -  45 15 49.69200(N)    069 46 20.23800(W) AD(       ) 2
 QG1364
 QG1364.Superseded values are not recommended for survey control.
 QG1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1364.See file dsdata.txt to determine how the superseded data were derived.
 QG1364
 QG1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL3945112552(NAD 83)
 QG1364_MARKER: 55 = TOWER
 QG1364_SETTING: 0 = UNSPECIFIED SETTING
 QG1364
 QG1364  HISTORY     - Date     Condition        Report By
 QG1364  HISTORY     - 1920     FIRST OBSERVED   USGS
 QG1364  HISTORY     - 1955     SEE DESCRIPTION  CGS
 QG1364
 QG1364                          STATION DESCRIPTION
 QG1364
 QG1364'DESCRIBED BY US GEOLOGICAL SURVEY 1920
 QG1364'STATION IS THE FIRE TOWER ON MOXIE BALD MOUNTAIN.
 QG1364
 QG1364                          STATION RECOVERY (1955)
 QG1364
 QG1364'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WRH)
 QG1364'THE STATION IS LOCATED ABOUT 17 MILES AIRLINE SOUTH SOUTHWEST
 QG1364'OF GREENVILLE, 4-1/4 MILE AIRLINE SOUTHWEST OF THE SPORTING
 QG1364'CAMP OF TROUTDALE AND ON THE HIGHEST PART OF BALD MOUNTAIN.
 QG1364'
 QG1364'THE MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK, UNSTAMPED,
 QG1364'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS THE
 QG1364'SAME ELEVATION AND 12.334 FEET, 3.760 METERS EAST SOUTHEAST OF
 QG1364'TRIANGULATION STATION MOXIE BALD 1928.  THE CENTER OF THE MARK
 QG1364'WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0027 ***********************************************************************
 SF0027  DESIGNATION -  MR 10
 SF0027  PID         -  SF0027
 SF0027  STATE/COUNTY-  ME/AROOSTOOK
 SF0027  USGS QUAD   -  FRENCHVILLE (1986)
 SF0027
 SF0027                         *CURRENT SURVEY CONTROL
 SF0027  ___________________________________________________________________
 SF0027* NAD 83(1986)-  47 16 47.     (N)    068 23 01.     (W)     SCALED    
 SF0027* NAVD 88     -       152.575  (meters)     500.57   (feet)  ADJUSTED  
 SF0027  ___________________________________________________________________
 SF0027  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 SF0027  DYNAMIC HT  -         152.597 (meters)     500.65  (feet)  COMP
 SF0027  MODELED GRAV-     980,759.4   (mgal)                       NAVD 88
 SF0027
 SF0027  VERT ORDER  -  SECOND    CLASS 0
 SF0027
 SF0027.The horizontal coordinates were scaled from a topographic map and have
 SF0027.an estimated accuracy of +/- 6 seconds.
 SF0027
 SF0027.The orthometric height was determined by differential leveling
 SF0027.and adjusted by the National Geodetic Survey in June 1991..
 SF0027
 SF0027.The geoid height was determined by GEOID03.
 SF0027
 SF0027.The dynamic height is computed by dividing the NAVD 88
 SF0027.geopotential number by the normal gravity value computed on the
 SF0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0027.degrees latitude (g = 980.6199 gals.).
 SF0027
 SF0027.The modeled gravity was interpolated from observed gravity values.
 SF0027
 SF0027;                    North         East    Units  Estimated Accuracy
 SF0027;SPC ME E     -   401,530.      308,810.      MT  (+/- 180 meters Scaled)
 SF0027
 SF0027                          SUPERSEDED SURVEY CONTROL
 SF0027
 SF0027  NGVD 29 (??/??/92)  152.685  (m)          500.93   (f) ADJ UNCH    2 0
 SF0027
 SF0027.Superseded values are not recommended for survey control.
 SF0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0027.See file dsdata.txt to determine how the superseded data were derived.
 SF0027
 SF0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN466364(NAD 83)
 SF0027_MARKER: DD = SURVEY DISK
 SF0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SF0027_STAMPING: MR 10 1927
 SF0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF0027+STABILITY: SURFACE MOTION
 SF0027
 SF0027  HISTORY     - Date     Condition        Report By
 SF0027  HISTORY     - 1927     MONUMENTED       USGS
 SF0027  HISTORY     - 1944     GOOD             NGS
 SF0027
 SF0027                          STATION DESCRIPTION
 SF0027
 SF0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SF0027'AT FRENCHVILLE.
 SF0027'AT FRENCHVILLE, AROOSTOOK COUNTY, AT THE PUBLIC SCHOOL, AT THE
 SF0027'NORTHWEST CORNER OF THE SCHOOLHOUSE GROUNDS, 40 YARDS NORTH OF
 SF0027'THE NORTHWEST CORNER OF THE BUILDING, 12 YARDS SOUTH OF THE
 SF0027'CENTERLINE OF U.S. HIGHWAY 1, 2 YARDS SOUTH OF THE CENTERLINE OF
 SF0027'THE SIDEWALK, AND ABOUT 6 INCHES HIGHER THAN THE SIDEWALK.  A
 SF0027'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED MR 10
 SF0027'1927 AND SET IN THE TOP OF A CONCRETE POST.  NOTE--MOST OF THE
 SF0027'STAMPING IS UNREADABLE.  THE LETTERS AND NUMBERS HAVE BEEN
 SF0027'DEFACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1045 ***********************************************************************
 PF1045  DESIGNATION -  MT ABRAHAM USGS 1928
 PF1045  PID         -  PF1045
 PF1045  STATE/COUNTY-  ME/FRANKLIN
 PF1045  USGS QUAD   -  MOUNT ABRAHAM (1984)
 PF1045
 PF1045                         *CURRENT SURVEY CONTROL
 PF1045  ___________________________________________________________________
 PF1045* NAD 83(1996)-  44 58 22.35731(N)    070 19 34.86404(W)     ADJUSTED  
 PF1045* NAVD 88     -      1234.     (meters)    4049.     (feet)  SCALED    
 PF1045  ___________________________________________________________________
 PF1045  LAPLACE CORR-          -4.84  (seconds)                    DEFLEC99
 PF1045  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 PF1045
 PF1045  HORZ ORDER  -  THIRD
 PF1045
 PF1045.The horizontal coordinates were established by classical geodetic methods
 PF1045.and adjusted by the National Geodetic Survey in March 1998..
 PF1045
 PF1045.The orthometric height was scaled from a topographic map.
 PF1045
 PF1045.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1045
 PF1045.The geoid height was determined by GEOID03.
 PF1045
 PF1045;                    North         East     Units Scale Factor Converg.
 PF1045;SPC ME W     -   237,729.944   887,403.867   MT  0.99996862   -0 06 46.3
 PF1045;UTM  19      - 4,980,793.043   395,413.911   MT  0.99973450   -0 56 15.0
 PF1045
 PF1045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1045!SPC ME W     -   0.99981056  x   0.99996862  =   0.99977919
 PF1045!UTM  19      -   0.99981056  x   0.99973450  =   0.99954511
 PF1045
 PF1045:                Primary Azimuth Mark                     Grid Az
 PF1045:SPC ME W     -  MT BLUE                                  182 43 13.8
 PF1045:UTM  19      -  MT BLUE                                  183 32 42.5
 PF1045
 PF1045|---------------------------------------------------------------------|
 PF1045| PID    Reference Object                     Distance      Geod. Az  |
 PF1045|                                                           dddmmss.s |
 PF1045| PF1037 MT BLUE                             APPROX.27.2 KM 1823627.5 |
 PF1045| QH0308 SAWYER                              APPROX.47.3 KM 2743156.8 |
 PF1045| QH0296 LANG LOT                            APPROX.28.5 KM 3002234.0 |
 PF1045|---------------------------------------------------------------------|
 PF1045
 PF1045                          SUPERSEDED SURVEY CONTROL
 PF1045
 PF1045  NAD 83(1992)-  44 58 22.35791(N)    070 19 34.86020(W) AD(       ) 3
 PF1045  NAD 83(1986)-  44 58 22.36084(N)    070 19 34.86508(W) AD(       ) 3
 PF1045  NAD 27      -  44 58 22.16000(N)    070 19 36.61800(W) AD(       ) 3
 PF1045
 PF1045.Superseded values are not recommended for survey control.
 PF1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1045.See file dsdata.txt to determine how the superseded data were derived.
 PF1045
 PF1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK9541480793(NAD 83)
 PF1045
 PF1045  HISTORY     - Date     Condition        Report By
 PF1045  HISTORY     - 1928     MONUMENTED       CGS
 PF1045
 PF1045                          STATION DESCRIPTION
 PF1045
 PF1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1928
 PF1045'SEE STATION MT ABRAHAM
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1107 ***********************************************************************
 PF1107  DESIGNATION -  MT ABRAM
 PF1107  PID         -  PF1107
 PF1107  STATE/COUNTY-  ME/OXFORD
 PF1107  USGS QUAD   -  GREENWOOD (1967)
 PF1107
 PF1107                         *CURRENT SURVEY CONTROL
 PF1107  ___________________________________________________________________
 PF1107* NAD 83(1996)-  44 22 10.07100(N)    070 42 46.35521(W)     ADJUSTED  
 PF1107* NAVD 88     -       607.5    (meters)    1993.     (feet)  VERTCON   
 PF1107  ___________________________________________________________________
 PF1107  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 PF1107  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 PF1107
 PF1107  HORZ ORDER  -  FIRST
 PF1107
 PF1107.The horizontal coordinates were established by classical geodetic methods
 PF1107.and adjusted by the National Geodetic Survey in March 1998..
 PF1107
 PF1107.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF1107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF1107
 PF1107.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1107
 PF1107.The geoid height was determined by GEOID03.
 PF1107
 PF1107;                    North         East     Units Scale Factor Converg.
 PF1107;SPC ME W     -   170,810.420   856,464.801   MT  0.99998997   -0 22 55.1
 PF1107;UTM  19      - 4,914,336.472   363,526.228   MT  0.99982905   -1 11 52.7
 PF1107
 PF1107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1107!SPC ME W     -   0.99990892  x   0.99998997  =   0.99989890
 PF1107!UTM  19      -   0.99990892  x   0.99982905  =   0.99973799
 PF1107
 PF1107:                Primary Azimuth Mark                     Grid Az
 PF1107:SPC ME W     -  ME=CURTIS                                102 44 17.7
 PF1107:UTM  19      -  ME=CURTIS                                103 33 15.3
 PF1107
 PF1107|---------------------------------------------------------------------|
 PF1107| PID    Reference Object                     Distance      Geod. Az  |
 PF1107|                                                           dddmmss.s |
 PF1107| PF1102 ME=CURTIS                           APPROX.10.2 KM 1022122.6 |
 PF1107| PF1103 GREENWOOD ATT MICROWAVE             APPROX.11.1 KM 1364333.0 |
 PF1107| CE8563 MT ABRAM RM 2                        19.918 METERS 24654     |
 PF1107| CE8562 MT ABRAM RM 1                        21.045 METERS 34635     |
 PF1107|---------------------------------------------------------------------|
 PF1107
 PF1107                          SUPERSEDED SURVEY CONTROL
 PF1107
 PF1107  NAD 83(1992)-  44 22 10.07099(N)    070 42 46.35561(W) AD(       ) 1
 PF1107  NAD 83(1986)-  44 22 10.07854(N)    070 42 46.35812(W) AD(       ) 1
 PF1107  NAD 27      -  44 22 09.83276(N)    070 42 48.11746(W) AD(       ) 1
 PF1107  NGVD 29 (07/19/86)  607.7    (m)         1994.     (f) VERT ANG       
 PF1107
 PF1107.Superseded values are not recommended for survey control.
 PF1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1107.See file dsdata.txt to determine how the superseded data were derived.
 PF1107
 PF1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK6352614336(NAD 83)
 PF1107_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PF1107_SETTING: 66 = SET IN ROCK OUTCROP
 PF1107
 PF1107  HISTORY     - Date     Condition        Report By
 PF1107  HISTORY     - 1976     MONUMENTED       NGS
 PF1107
 PF1107                          STATION DESCRIPTION
 PF1107
 PF1107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 PF1107'THE STATION IS ABOUT 3.2 MILES WEST-SOUTHWEST OF BRYANT POND,
 PF1107'4.4 MILES SOUTHEAST OF BETHEL, 8.6 MILES SOUTH-SOUTHWEST OF
 PF1107'RUMFORD POINT AND ON PROPERTY ATOP MT ABRAM OWNED BY THE CROSS
 PF1107'BROTHERS. PERMISSION FOR THE STATION WAS GRANTED BY DON CROSS
 PF1107'VERNON STREET, BETHEL , MAINE. TELEPHONE NUMBER 824-2853.
 PF1107'
 PF1107'TO REACH THE STATION FROM THE POST OFFICE IN BRYANT POND, GO
 PF1107'NORTHWEST ON STATE HIGHWAY 26 FOR 3.4 MILES TO A SIDE ROAD LEFT
 PF1107'IN LOCKE MILLS. TURN LEFT AND GO SOUTHWEST ON A PAVED ROAD FOR
 PF1107'0.1 MILE TO A FORK JUST AFTER CROSSING A RAILROAD CROSSING,
 PF1107'BEAR RIGHT AND GO WESTERLY FOR 1.3 MILES TO THE MT ABRAM SKI
 PF1107'LODGE ON THE LEFT. CONTINUE WEST FOR 0.2 MILES TO THE END OF
 PF1107'PAVEMENT AND WHERE THE ROAD TURNS SOUTHERLY, CONTINUE ON THE
 PF1107'GRAVEL ROAD FOR 0.7 MILE TO A TRACK ROAD LEFT AND A LOCKED
 PF1107'GATE ABOUT 100 FEET OFF OF THE ROAD. TURN LEFT AND GO
 PF1107'SOUTHEAST FOR 0.7 MILE TO A SKI SLOPE AND THE END OF TRUCK
 PF1107'TRAVEL. FROM HERE PACK UPHILL FOR ABOUT 30 MINUTES TO THE TOP
 PF1107'OF THE MOUNTAIN AND THE STATION.
 PF1107'
 PF1107'STATION MARK, STAMPED---MT ABRAM 1976---, IS A STANDARD DISK
 PF1107'CEMENTED IN A DRILL HOLE IN BEDROCK. IT IS 45.5 NORTHEAST OF
 PF1107'THE NORTHEAST CORNER OF A RED BUILDING.
 PF1107'
 PF1107'REFERENCE MARK 1 , STAMPED---MT ABRAM NO 1 1976---, IS A
 PF1107'STANDARD DISK CEMENTED IN A DRILL HOLE IN BURIED BOULDER THAT
 PF1107'IS FLUSH WITH THE GROUND. IT IS 81.1 FEET NORTHEAST OF THE
 PF1107'SOUTHEAST CORNER OF A CONCRETE ANCHOR OF A SKI LIFT.
 PF1107'
 PF1107'REFERENCE MARK 2, STAMPED---MT ABRAM NO 2 1976---, IS A
 PF1107'STANDARD DISK CEMENTED IN A DRILL HOLE IN A BURIED BOULDER
 PF1107'THAT IS FLUSH WITH THE GROUND. IT IS 60.4 FEET SOUTHEAST OF
 PF1107'THE SOUTHEAST CORNER OF THE CONCRETE ANCHOR OF THE SKI LIFT
 PF1107'AND 26.2 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE RED
 PF1107'BUILDING.
 PF1107'
 PF1107'THERE WAS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 PF1107'
 PF1107'THE DISTANCE BETWEEN REFERENCE MARKS WAS NOT MEASURED BECAUSE
 PF1107'OF LARGE TREES OBSTRUCTING THE LINE.
 PF1107'
 PF1107'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 18.7 METERS.
 PF1107'
 PF1107'DESCRIBED BY G.E. NELSON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2313 ***********************************************************************
 OC2313  DESIGNATION -  MT AGAMENTICUS MICROWAVE
 OC2313  PID         -  OC2313
 OC2313  STATE/COUNTY-  ME/YORK
 OC2313  USGS QUAD   -  YORK HARBOR (1993)
 OC2313
 OC2313                         *CURRENT SURVEY CONTROL
 OC2313  ___________________________________________________________________
 OC2313* NAD 83(1996)-  43 13 26.44400(N)    070 41 33.80921(W)     ADJUSTED  
 OC2313* NAVD 88     -                                                        
 OC2313  ___________________________________________________________________
 OC2313  LAPLACE CORR-           3.46  (seconds)                    DEFLEC99
 OC2313  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 OC2313
 OC2313  HORZ ORDER  -  THIRD
 OC2313
 OC2313.The horizontal coordinates were established by classical geodetic methods
 OC2313.and adjusted by the National Geodetic Survey in March 1998..
 OC2313
 OC2313
 OC2313.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2313
 OC2313.The geoid height was determined by GEOID03.
 OC2313
 OC2313;                    North         East     Units Scale Factor Converg.
 OC2313;SPC ME W     -    43,534.726   857,262.258   MT  0.99998913   -0 21 37.0
 OC2313;SPC NH       -    80,888.459   379,124.656   MT  1.00004365   +0 40 01.3
 OC2313;SPC NH       -   265,381.55  1,243,844.81   sFT  1.00004365   +0 40 01.3
 OC2313;UTM  19      - 4,787,082.390   362,529.801   MT  0.99983247   -1 09 34.0
 OC2313
 OC2313                          SUPERSEDED SURVEY CONTROL
 OC2313
 OC2313  NAD 83(1992)-  43 13 26.44302(N)    070 41 33.80967(W) AD(       ) 4
 OC2313  NAD 83(1986)-  43 13 26.44759(N)    070 41 33.81567(W) AD(       ) 4
 OC2313  NAD 27      -  43 13 26.13029(N)    070 41 35.60852(W) AD(       ) 3
 OC2313
 OC2313.Superseded values are not recommended for survey control.
 OC2313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2313.See file dsdata.txt to determine how the superseded data were derived.
 OC2313
 OC2313_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH6253087082(NAD 83)
 OC2313_MARKER: 45 = MICROWAVE TOWER
 OC2313
 OC2313  HISTORY     - Date     Condition        Report By
 OC2313  HISTORY     - 1975     FIRST OBSERVED   NGS
 OC2313
 OC2313                          STATION DESCRIPTION
 OC2313
 OC2313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 OC2313'THE STATION, YORK AGAMENTICUS MICROWAVE, IS THE TOP-CENTER OF THE
 OC2313'125 FOOT, STEEL, MICROWAVE TOWER.  LOCATED IN THE TOWN OF YORK
 OC2313'AT THE TOP OF MOUNT AGAMENTICUS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0595 ***********************************************************************
 OB0595  DESIGNATION -  MT ARARAT FIRE LOT 1933
 OB0595  PID         -  OB0595
 OB0595  STATE/COUNTY-  ME/SAGADAHOC
 OB0595  USGS QUAD   -  BRUNSWICK (1980)
 OB0595
 OB0595                         *CURRENT SURVEY CONTROL
 OB0595  ___________________________________________________________________
 OB0595* NAD 83(1996)-  43 56 25.74628(N)    069 57 34.28655(W)     ADJUSTED  
 OB0595* NAVD 88     -                                                        
 OB0595  ___________________________________________________________________
 OB0595  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 OB0595  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 OB0595
 OB0595  HORZ ORDER  -  THIRD
 OB0595
 OB0595.The horizontal coordinates were established by classical geodetic methods
 OB0595.and adjusted by the National Geodetic Survey in March 1998..
 OB0595
 OB0595
 OB0595.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0595
 OB0595.The geoid height was determined by GEOID03.
 OB0595
 OB0595;                    North         East     Units Scale Factor Converg.
 OB0595;SPC ME W     -   123,021.629   916,630.167   MT  0.99997007   +0 08 37.5
 OB0595;UTM  19      - 4,865,710.142   422,994.017   MT  0.99967293   -0 39 57.1
 OB0595
 OB0595                          SUPERSEDED SURVEY CONTROL
 OB0595
 OB0595  NAD 83(1992)-  43 56 25.74505(N)    069 57 34.28621(W) AD(       ) 4
 OB0595  NAD 83(1986)-  43 56 25.75063(N)    069 57 34.29209(W) AD(       ) 4
 OB0595  NAD 27      -  43 56 25.46144(N)    069 57 36.10810(W) AD(       ) 3
 OB0595
 OB0595.Superseded values are not recommended for survey control.
 OB0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0595.See file dsdata.txt to determine how the superseded data were derived.
 OB0595
 OB0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ2299465710(NAD 83)
 OB0595_MARKER: 57 = LOOKOUT TOWER
 OB0595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OB0595+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2004
 OB0595
 OB0595  HISTORY     - Date     Condition        Report By
 OB0595  HISTORY     - 1933     FIRST OBSERVED   CGS
 OB0595  HISTORY     - 1942     GOOD             CGS
 OB0595  HISTORY     - 1957     GOOD             USN
 OB0595  HISTORY     - 1959     GOOD             CGS
 OB0595  HISTORY     - 1975     GOOD             NGS
 OB0595  HISTORY     - 20040621 GOOD             USPSQD
 OB0595
 OB0595                          STATION DESCRIPTION
 OB0595
 OB0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (HOF)
 OB0595'COMPLETE NEW DESCRIPTION--
 OB0595'
 OB0595'STATION IS ON THE S SLOPE OF THE HIGH HILL
 OB0595'LOCALLY KNOWN AS MOUNT ARARAT, WHICH IS ABOUT 2
 OB0595'MILES N OF THE CITY OF BRUNSWICK.  ON THE SAME HILL
 OB0595'AND 21.59 METERS FROM THE CENTER OF THE TOWER,
 OB0595'TO THE S, IS ANOTHER STATION CALLED ARARAT 1933.
 OB0595
 OB0595                          STATION RECOVERY (1957)
 OB0595
 OB0595'RECOVERY NOTE BY US NAVY 1957
 OB0595'RECOVERED AS DESCRIBED IN 1942.  SUGGEST SUBSTITUTION
 OB0595'OF PHRASE 2 MILES NE FOR 2 MILES N.
 OB0595
 OB0595                          STATION RECOVERY (1959)
 OB0595
 OB0595'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (DCM)
 OB0595'STATION RECOVERED AS DESCRIBED.
 OB0595
 OB0595                          STATION RECOVERY (1975)
 OB0595
 OB0595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 OB0595'THE STATION, MOUNT ARARAT LOOKOUT TOWER IS THE CENTER OF THE CABIN
 OB0595'ON THE 4 LEGGED, STEEL TOWER BELONGING TO MAINE DEPARTMENT OF
 OB0595'FORESTRY.  THE TOWER IS LOCATED ON THE TOP OF ARARAT MOUNTAIN IN
 OB0595'THE TOWN OF TOPSHAM.  ACCESS IS STRAIGHT THROUGH BRUNSWICK AIR
 OB0595'STATION ANNEX PASSING THE WEATHER STATION TO THE STATION AT THE
 OB0595'TOP OF THE MOUNTAIN.
 OB0595
 OB0595                          STATION RECOVERY (2004)
 OB0595
 OB0595'RECOVERY NOTE BY US POWER SQUADRON 2004 (AHE)
 OB0595'THE TOWER IS NO LONGER IN USE, BUT STILL IN TACT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0245 ***********************************************************************
 QH0245  DESIGNATION -  MT BIGELOW
 QH0245  PID         -  QH0245
 QH0245  STATE/COUNTY-  ME/SOMERSET
 QH0245  USGS QUAD   -  THE HORNS (1989)
 QH0245
 QH0245                         *CURRENT SURVEY CONTROL
 QH0245  ___________________________________________________________________
 QH0245* NAD 83(1996)-  45 08 47.86977(N)    070 16 31.28878(W)     ADJUSTED  
 QH0245* NAVD 88     -      1246.     (meters)    4088.     (feet)  SCALED    
 QH0245  ___________________________________________________________________
 QH0245  LAPLACE CORR-          -5.21  (seconds)                    DEFLEC99
 QH0245  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 QH0245
 QH0245  HORZ ORDER  -  FIRST
 QH0245
 QH0245.The horizontal coordinates were established by classical geodetic methods
 QH0245.and adjusted by the National Geodetic Survey in March 1998..
 QH0245
 QH0245.The orthometric height was scaled from a topographic map.
 QH0245
 QH0245.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0245
 QH0245.The geoid height was determined by GEOID03.
 QH0245
 QH0245;                    North         East     Units Scale Factor Converg.
 QH0245;SPC ME W     -   257,032.376   891,452.204   MT  0.99996756   -0 04 37.4
 QH0245;UTM  19      - 5,000,030.517   399,739.021   MT  0.99972360   -0 54 15.1
 QH0245
 QH0245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0245!SPC ME W     -   0.99980867  x   0.99996756  =   0.99977624
 QH0245!UTM  19      -   0.99980867  x   0.99972360  =   0.99953232
 QH0245
 QH0245|---------------------------------------------------------------------|
 QH0245| PID    Reference Object                     Distance      Geod. Az  |
 QH0245|                                                           dddmmss.s |
 QH0245| DA5216 MT BIGELOW RM 2                       5.628 METERS 22143     |
 QH0245| QH0244 MT BIGELOW USGS 1928                  0.200 METERS 24013     |
 QH0245| DA5215 MT BIGELOW RM 1                       5.783 METERS 31828     |
 QH0245| QH0248 KIBBY                               APPROX.36.9 KM 3251116.9 |
 QH0245|---------------------------------------------------------------------|
 QH0245
 QH0245                          SUPERSEDED SURVEY CONTROL
 QH0245
 QH0245  NAD 83(1992)-  45 08 47.87037(N)    070 16 31.28382(W) AD(       ) 1
 QH0245  NAD 83(1986)-  45 08 47.87077(N)    070 16 31.29086(W) AD(       ) 1
 QH0245  NAD 27      -  45 08 47.66900(N)    070 16 33.04800(W) AD(       ) 1
 QH0245
 QH0245.Superseded values are not recommended for survey control.
 QH0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0245.See file dsdata.txt to determine how the superseded data were derived.
 QH0245
 QH0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL9973900031(NAD 83)
 QH0245
 QH0245  HISTORY     - Date     Condition        Report By
 QH0245  HISTORY     - 1928     MONUMENTED       CGS
 QH0245
 QH0245                          STATION DESCRIPTION
 QH0245
 QH0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (CAS)
 QH0245'STATION IS LOCATED ON THE EASTERLY OF THE TWO PEAKS OF
 QH0245'MT. BIGELOW.
 QH0245'
 QH0245'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 QH0245'IN DRILL HOLES IN OUTCROPPING BEDROCK.  THERE IS A SMALL CABIN
 QH0245'ABOUT 100 FEET W OF THE TOWER.  IT IS ABOUT 4 FEET HIGHER THAN
 QH0245'THE GROUND ON WHICH THE CABIN IS BUILT.
 QH0245'
 QH0245'TO REACH THE STATION, GO N FROM THE LEDGE HOUSE IN DEAD RIVER
 QH0245'3-1/4 MILES ON HIGHWAY 144 TO A POINT WHERE THERE IS A PROMINENT
 QH0245'ROUND BARN ON THE RIGHT-HAND SIDE OF THE ROAD AND A LUMBER YARD
 QH0245'AND MILL ON THE LEFT.  HERE TURN TO THE LEFT THROUGH THE GATE
 QH0245'INTO THE LUMBER YARD AND THEN BEAR TO THE LEFT ALONG A DIM ROAD
 QH0245'FOR ABOUT 200 YARDS.  THIS IS AS FAR AS A TRUCK CAN BE
 QH0245'DRIVEN.  FROM HERE THE TELEPHONE LINE TO THE LOOKOUT TOWER CAN
 QH0245'BE PLAINLY SEEN AND A WELL-MARKED TRAIL FOLLOWS THE TELEPHONE
 QH0245'LINE TO THE TOP OF THE MOUNTAIN.  TWO HOURS AND FIFTY MINUTES
 QH0245'CLIMB WITH OBSERVING EQUIPMENT.  STATION IS UNDER THE LOOKOUT
 QH0245'TOWER EMBEDDED IN THE SAME ROCK OUTCROP AS A U.S.G.S. MARK.
 QH0245'
 QH0245'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.12 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1037 ***********************************************************************
 PF1037  DESIGNATION -  MT BLUE
 PF1037  PID         -  PF1037
 PF1037  STATE/COUNTY-  ME/FRANKLIN
 PF1037  USGS QUAD   -  MOUNT BLUE (1968)
 PF1037
 PF1037                         *CURRENT SURVEY CONTROL
 PF1037  ___________________________________________________________________
 PF1037* NAD 83(1996)-  44 43 41.03101(N)    070 20 31.17032(W)     ADJUSTED  
 PF1037* NAVD 88     -       975.9    (meters)    3202.     (feet)  VERTCON   
 PF1037  ___________________________________________________________________
 PF1037  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 PF1037  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 PF1037
 PF1037  HORZ ORDER  -  FIRST
 PF1037
 PF1037.The horizontal coordinates were established by classical geodetic methods
 PF1037.and adjusted by the National Geodetic Survey in March 1998..
 PF1037
 PF1037.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF1037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF1037
 PF1037.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1037
 PF1037.The geoid height was determined by GEOID03.
 PF1037
 PF1037;                    North         East     Units Scale Factor Converg.
 PF1037;SPC ME W     -   210,527.627   886,111.401   MT  0.99996904   -0 07 24.2
 PF1037;UTM  19      - 4,953,618.403   393,731.300   MT  0.99973887   -0 56 40.2
 PF1037
 PF1037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1037!SPC ME W     -   0.99985107  x   0.99996904  =   0.99982012
 PF1037!UTM  19      -   0.99985107  x   0.99973887  =   0.99958998
 PF1037
 PF1037:                Primary Azimuth Mark                     Grid Az
 PF1037:SPC ME W     -  MOUNT ABRAHAM                            002 43 52.3
 PF1037:UTM  19      -  MOUNT ABRAHAM                            003 33 08.3
 PF1037
 PF1037|---------------------------------------------------------------------|
 PF1037| PID    Reference Object                     Distance      Geod. Az  |
 PF1037|                                                           dddmmss.s |
 PF1037| PF1044 MOUNT ABRAHAM                       APPROX.27.2 KM 0023628.1 |
 PF1037| CE8564 MT BLUE RM 1                          6.210 METERS 03921     |
 PF1037| CE8565 MT BLUE RM 2                          2.773 METERS 13338     |
 PF1037|---------------------------------------------------------------------|
 PF1037
 PF1037                          SUPERSEDED SURVEY CONTROL
 PF1037
 PF1037  NAD 83(1992)-  44 43 41.03164(N)    070 20 31.16781(W) AD(       ) 1
 PF1037  NAD 83(1986)-  44 43 41.03658(N)    070 20 31.17194(W) AD(       ) 1
 PF1037  NAD 27      -  44 43 40.83300(N)    070 20 32.93900(W) AD(       ) 1
 PF1037  NGVD 29 (07/19/86)  976.0    (m)         3202.     (f) VERT ANG       
 PF1037
 PF1037.Superseded values are not recommended for survey control.
 PF1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1037.See file dsdata.txt to determine how the superseded data were derived.
 PF1037
 PF1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK9373153618(NAD 83)
 PF1037
 PF1037  HISTORY     - Date     Condition        Report By
 PF1037  HISTORY     - 1853     MONUMENTED       CGS
 PF1037  HISTORY     - 1907     SEE DESCRIPTION  CGS
 PF1037  HISTORY     - 1927     SEE DESCRIPTION  CGS
 PF1037  HISTORY     - 1928     SEE DESCRIPTION  CGS
 PF1037  HISTORY     - 1952     SEE DESCRIPTION  CGS
 PF1037  HISTORY     - 1962     SEE DESCRIPTION  CGS
 PF1037
 PF1037                          STATION DESCRIPTION
 PF1037
 PF1037'DESCRIBED BY COAST AND GEODETIC SURVEY 1907
 PF1037'THIS MOUNTAIN IS LOCATED IN AVON TOWNSHIP, ABOUT 7 MILES S OF
 PF1037'THE VILLAGE OF PHILLIPS AND ABOUT 11 MILES NW OF FARMINGTON.  THE
 PF1037'DISTANCES BY ROAD ARE GREATER.  THE SUMMIT IS BARE AND ITS
 PF1037'ELEVATION GIVES A COMMANDING VIEW OF THE COUNTRY FOR 60 TO
 PF1037'70 MILES.  THE STATION IS 83 FEET SW OF AND 3.7 FEET LOWER THAN
 PF1037'THE HIGHEST POINT OF THE SUMMIT, AND IS MARKED BY AN IRON BOLT
 PF1037'SET IN A HOLE DRILLED IN THE ROCK.  THREE REFERENCE MARKS ARE
 PF1037'ARROWS CUT IN THE ROCK AND POINTING TO THE STATION AND LOCATED
 PF1037'RESPECTIVELY, 4.75 METERS TO THE EASTWARD, 5.47 METERS TO THE
 PF1037'SOUTHWARD AND 3.03 METERS TO THE WESTWARD OF THE STATION.
 PF1037'THE AZIMUTH STATION OF 1907 IS IDENTICAL WITH THE
 PF1037'TRIANGULATION STATION.
 PF1037
 PF1037                          STATION RECOVERY (1927)
 PF1037
 PF1037'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1927 (CMD)
 PF1037'OLD DESCRIPTION IS CORRECT.
 PF1037
 PF1037                          STATION RECOVERY (1928)
 PF1037
 PF1037'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928 (CAS)
 PF1037'STATION IS ON MOUNT BLUE IN AVON TOWNSHIP, ABOUT 7 MILES S OF
 PF1037'THE TOWN OF PHILLIPS, 11 MILES NW OF THE TOWN OF FARMINGTON
 PF1037'AND ABOUT 5 MILES NE OF THE TOWN OF WELD.
 PF1037'
 PF1037'THE STATION IS MARKED WITH A STANDARD STATION MARK OF THE
 PF1037'U.S. GEOLOGICAL SURVEY AND TWO STANDARD REFERENCE MARKS OF
 PF1037'THE U.S.C. AND G. SURVEY, ALL CEMENTED IN DRILL HOLES IN ROCK
 PF1037'OUTCROP.  THE STATION MARK HAS BEEN PLACED SINCE THE
 PF1037'RECONNAISSANCE PARTY VISITED THE STATION IN 1927.  IT IS
 PF1037'EVIDENTLY SET IN THE DRILL HOLE WHICH FORMERLY HELD THE IRON
 PF1037'BOLT MARKING THE STATION.  THE TOP OF THE MOUNTAIN IS NOW
 PF1037'SOMEWHAT WOODED WITH SCRUB SPRUCE.  SOME CLEARING WAS DONE
 PF1037'TO THE N AND NE.  A TRIPOD 3.55 METERS IN HEIGHT WAS USED BUT
 PF1037'A 4-FOOT STAND COULD HAVE BEEN USED WITH A SLIGHT
 PF1037'ADDITIONAL AMOUNT OF CLEARING.  THE STATION IS 83 FEET SW
 PF1037'AND ABOUT 3.7 FEET LOWER THAN THE HIGHEST PART OF THE
 PF1037'MOUNTAIN.
 PF1037'
 PF1037'REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL HOLES
 PF1037'IN OUTCROPPING BEDROCK.
 PF1037'
 PF1037'THE STATION CAN BE REACHED FROM THE PHILLIPS SIDE OF THE
 PF1037'MOUNTAIN AS DESCRIBED BY THE RECONNAISSANCE PARTY BUT IT IS
 PF1037'BEST REACHED FROM THE TOWN OF WELD.  WELD CAN BE REACHED FROM
 PF1037'EITHER FARMINGTON OR PHILLIPS BY STATE ROADS THROUGH WILTON.  TO
 PF1037'REACH FROM WELD TAKE ROAD THAT LEAVES TOWN TO THE NORTH.  KEEP
 PF1037'RIGHT AT THE FORKS JUST OUTSIDE THE VILLAGE.  FROM THERE FOLLOW
 PF1037'ROAD TO RANCH OF ALVIN PRATT AT FOOT OF MOUNT BLUE, A DISTANCE
 PF1037'OF ABOUT 3-1/4 MILES FROM THE WELD POST OFFICE.  THE ROAD TO
 PF1037'THE PRATT RANCH GETS DIMMER ALL ALONG AND ENDS AT THE
 PF1037'RANCH.  TRUCKS CAN BE DRIVEN AS FAR AS THE PRATT BUILDINGS.
 PF1037'A WELL-MARKED TRAIL STARTS BEHIND PRATTS BARN, BEARS TO THE
 PF1037'LEFT UP THROUGH AN OPEN PIECE OF GROUND ENTERS THE WOODS
 PF1037'ABOUT 300 YARDS FROM THE BARN AND LEADS ON TO THE STATION AT
 PF1037'THE TOP OF THE MOUNTAIN.  MANY TOURISTS GO TO THE TOP OF THE
 PF1037'MOUNTAIN THIS WAY EACH YEAR SO THE TRAIL IS WELL-WORN.  THE
 PF1037'STATION IS ABOUT 2 MILES FROM THE PRATT RANCH, ABOUT AN HOURS
 PF1037'CLIMB WITH NO PACK.  THE LAST HALF MILE IS ROCKY.  WATER
 PF1037'ABOUT ONE-THIRD THE WAY UP.
 PF1037'
 PF1037'HEIGHT OF SIGNAL ABOVE STATION MARK - 3.55 METERS.
 PF1037
 PF1037                          STATION RECOVERY (1952)
 PF1037
 PF1037'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (HSS)
 PF1037'THE MOUNTAIN IS IN THE MOUNT BLUE STATE PARK, AND IT MAY BEST
 PF1037'BE REACHED FROM THE VILLAGE OF WELD, AT THE JUNCTION OF
 PF1037'HIGHWAYS 142 AND 156.  PROCEED NE FROM THERE, FOLLOWING SIGNS
 PF1037'SHOWING THE WAY TO THE PARK AND THE MT. BLUE TRAIL, AND
 PF1037'REACHING A PARKING PLACE ABOUT 6 MI. FROM WELD.  THE TRAIL
 PF1037'STARTS AT THE PARKING PLACE AND LEADS TO A FIRE TOWER ON THE
 PF1037'SUMMIT.  IT IS ABOUT 1-1/2 MI. LONG, IS MUCH USED, AND THE
 PF1037'CLIMB TAKES ABOUT 1-1/2 HRS. OR LESS.  THERE IS A GOOD SPRING
 PF1037'NEAR THE PARKING PLACE AND ANOTHER AT THE WATCHMANS CABIN,
 PF1037'ABOUT 1/3 OF THE WAY UP THE TRAIL.
 PF1037'
 PF1037'THE STATION IS MARKED BY A U.S.G.S. TABLET, AS STATED IN THE
 PF1037'RECOVERY NOTE OF C.A.S. IN 1928, AND IT IS UNDER THE TOWER,
 PF1037'ABOUT 3 OR 4 FT. NW OF THE CENTER.  THE STATION MARK AND
 PF1037'REFERENCE MARK 1 ARE IN GOOD CONDITION, BUT REFERENCE MARK 2
 PF1037'IS NOT IN ITS ORIGINAL POSITION BUT IS IN THE CONCRETE FOOTING
 PF1037'OF THE NE LEG OF THE FIRE TOWER.  APPARENTLY IT WAS IN THE WAY
 PF1037'WHEN THE FIRE TOWER WAS BUILT IN 1931, AND WAS MOVED TO ITS
 PF1037'PRESENT POSITION AT THAT TIME.  IT IS 2.86 M. FROM THE STATION
 PF1037'AND MAKES A POOR INTERSECTION WITH REFERENCE MARK 1, AS IT IS
 PF1037'ONLY ABOUT 12 DEG E OF REFERENCE MARK 1 AS VIEWED FROM THE
 PF1037'STATION.  THE ARROW ON REFERENCE MARK 2 POINTS SLIGHTLY W
 PF1037'OF N, AND ABOUT 120 DEG AWAY FROM THE STATION, SO IT IS
 PF1037'EVIDENT THAT IT WAS MOVED BY SOMEONE WHO DID NOT UNDERSTAND
 PF1037'ITS PURPOSE.  THE FIRE WATCHMAN SUGGESTED THAT
 PF1037'PROBABLY AN ATTEMPT HAD BEEN MADE TO HAVE THE ARROW POINT TO
 PF1037'THE N.  THE THREE ARROWS CUT IN THE ROCK, AS STATED IN THE
 PF1037'ORIGINAL DESCRIPTION, CAN STILL BE SEEN, EACH BEING ABOUT 1 FT.
 PF1037'LONG.  THE VIEW FROM THE GROUND AT THE STATION IS
 PF1037'CONSIDERABLY OBSTRUCTED BY TREES.
 PF1037
 PF1037                          STATION RECOVERY (1962)
 PF1037
 PF1037'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PF1037'STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1038 ***********************************************************************
 PF1038  DESIGNATION -  MT BLUE LOT
 PF1038  PID         -  PF1038
 PF1038  STATE/COUNTY-  ME/FRANKLIN
 PF1038  USGS QUAD   -  MOUNT BLUE (1968)
 PF1038
 PF1038                         *CURRENT SURVEY CONTROL
 PF1038  ___________________________________________________________________
 PF1038* NAD 83(1996)-  44 43 41.01912(N)    070 20 31.13112(W)     ADJUSTED  
 PF1038* NAVD 88     -                                                        
 PF1038  ___________________________________________________________________
 PF1038  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 PF1038  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 PF1038
 PF1038  HORZ ORDER  -  THIRD
 PF1038
 PF1038.The horizontal coordinates were established by classical geodetic methods
 PF1038.and adjusted by the National Geodetic Survey in March 1998..
 PF1038
 PF1038
 PF1038.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1038
 PF1038.The geoid height was determined by GEOID03.
 PF1038
 PF1038;                    North         East     Units Scale Factor Converg.
 PF1038;SPC ME W     -   210,527.258   886,112.263   MT  0.99996904   -0 07 24.2
 PF1038;UTM  19      - 4,953,618.022   393,732.157   MT  0.99973887   -0 56 40.2
 PF1038
 PF1038                          SUPERSEDED SURVEY CONTROL
 PF1038
 PF1038  NAD 83(1992)-  44 43 41.01846(N)    070 20 31.12848(W) AD(       ) 4
 PF1038  NAD 83(1986)-  44 43 41.02330(N)    070 20 31.13233(W) AD(       ) 4
 PF1038  NAD 27      -  44 43 40.82024(N)    070 20 32.91588(W) AD(       ) 3
 PF1038
 PF1038.Superseded values are not recommended for survey control.
 PF1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1038.See file dsdata.txt to determine how the superseded data were derived.
 PF1038
 PF1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK9373253618(NAD 83)
 PF1038_MARKER: 57 = LOOKOUT TOWER
 PF1038
 PF1038  HISTORY     - Date     Condition        Report By
 PF1038  HISTORY     - 1974     FIRST OBSERVED   NGS
 PF1038
 PF1038                          STATION DESCRIPTION
 PF1038
 PF1038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (RCA)
 PF1038'THE STATION, MOUNT BLUE LOOK OUT TOWER, IS THE TOP CENTER OF THE
 PF1038'MAINE DEPARTMENT OF FORESTRY LOOK OUT CABIN ROOF ATOP THE
 PF1038'TOWER.  THE TOWER IS LOCATED ON TOP OF MOUNT BLUE WHICH IS 10
 PF1038'MILES NORTHWEST OF THE TOWN OF FARMINGTON AND 5 MILES NORTHEAST OF
 PF1038'THE TOWN OF WELD.  THE TOWER CABIN HAS BEEN BOARDED UP AND IS
 PF1038'BEING USED FOR SOME OTHER PURPOSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0243 ***********************************************************************
 QH0243  DESIGNATION -  MT COBURN
 QH0243  PID         -  QH0243
 QH0243  STATE/COUNTY-  ME/SOMERSET
 QH0243  USGS QUAD   -  ENCHANTED POND (1989)
 QH0243
 QH0243                         *CURRENT SURVEY CONTROL
 QH0243  ___________________________________________________________________
 QH0243* NAD 83(1996)-  45 28 06.93911(N)    070 07 35.11557(W)     ADJUSTED  
 QH0243* NAVD 88     -      1135.3    (meters)    3725.     (feet)  VERTCON   
 QH0243  ___________________________________________________________________
 QH0243  LAPLACE CORR-           2.82  (seconds)                    DEFLEC99
 QH0243  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 QH0243
 QH0243  HORZ ORDER  -  FIRST
 QH0243
 QH0243.The horizontal coordinates were established by classical geodetic methods
 QH0243.and adjusted by the National Geodetic Survey in March 1998..
 QH0243
 QH0243.The NAVD 88 height was computed by applying the VERTCON shift value to
 QH0243.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QH0243
 QH0243.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0243
 QH0243.The geoid height was determined by GEOID03.
 QH0243
 QH0243;                    North         East     Units Scale Factor Converg.
 QH0243;SPC ME W     -   292,808.558   903,147.167   MT  0.99996679   +0 01 43.3
 QH0243;UTM  19      - 5,035,624.478   411,947.504   MT  0.99969532   -0 48 10.9
 QH0243
 QH0243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0243!SPC ME W     -   0.99982597  x   0.99996679  =   0.99979277
 QH0243!UTM  19      -   0.99982597  x   0.99969532  =   0.99952134
 QH0243
 QH0243:                Primary Azimuth Mark                     Grid Az
 QH0243:SPC ME W     -  MT WILLIAMS LOOKOUT TOWER                044 09 22.9
 QH0243:UTM  19      -  MT WILLIAMS LOOKOUT TOWER                044 59 17.1
 QH0243
 QH0243|---------------------------------------------------------------------|
 QH0243| PID    Reference Object                     Distance      Geod. Az  |
 QH0243|                                                           dddmmss.s |
 QH0243| QH0110 MT WILLIAMS LOOKOUT TOWER           APPROX.13.2 KM 0441106.2 |
 QH0243| DA5217 MT COBURN RM 1                       18.138 METERS 04456     |
 QH0243| QG1363 MOXIE BALD                          APPROX.35.9 KM 1291135.9 |
 QH0243| DA5218 MT COBURN RM 2                        4.642 METERS 25228     |
 QH0243|---------------------------------------------------------------------|
 QH0243
 QH0243                          SUPERSEDED SURVEY CONTROL
 QH0243
 QH0243  NAD 83(1992)-  45 28 06.93887(N)    070 07 35.10986(W) AD(       ) 1
 QH0243  NAD 83(1986)-  45 28 06.93938(N)    070 07 35.12036(W) AD(       ) 1
 QH0243  NAD 27      -  45 28 06.76300(N)    070 07 36.88900(W) AD(       ) 1
 QH0243  NGVD 29 (07/19/86) 1135.4    (m)         3725.     (f) VERT ANG       
 QH0243
 QH0243.Superseded values are not recommended for survey control.
 QH0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0243.See file dsdata.txt to determine how the superseded data were derived.
 QH0243
 QH0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL1194835624(NAD 83)
 QH0243
 QH0243  HISTORY     - Date     Condition        Report By
 QH0243  HISTORY     - UNK      MONUMENTED       USGS
 QH0243  HISTORY     - 1955     SEE DESCRIPTION  CGS
 QH0243
 QH0243                          STATION DESCRIPTION
 QH0243
 QH0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 QH0243'THE STATION WAS RECOVERED AND ALL MARKS FOUND TO BE IN
 QH0243'GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS.
 QH0243'
 QH0243'THE STATION IS LOCATED UNDER THE FIRE LOOKOUT TOWER ON THE
 QH0243'HIGHEST POINT OF MT. COBURN.  IT IS ABOUT 12 MILES AIRLINE
 QH0243'SOUTH-SOUTHEAST OF JACKMAN AND 10 MILES AIRLINE SOUTH-SOUTHWEST
 QH0243'OF LONG POND.
 QH0243'
 QH0243'TO REACH FROM THE U.S. POST OFFICE IN THE FORKS, GO
 QH0243'NORTHWEST ON U.S. HIGHWAY 201 FOR 10.5 MILES TO A SIDE ROAD
 QH0243'LEFT, 100 YARDS AFTER CROSSING A SMALL STREAM.  TURN LEFT AND GO
 QH0243'WEST ON TRACK ROAD THROUGH TIMBER FOR 0.5 MILE TO AN OLD
 QH0243'BUILDING AND END OF TRUCK TRAVEL.  PACK WESTERLY ON GOOD TRAIL
 QH0243'FOLLOWING TELEPHONE LINE FOR ABOUT 2 HOURS TO TOP OF MOUNTAIN
 QH0243'AND STATION.
 QH0243'
 QH0243'THE STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY DISK,
 QH0243'UNSTAMPED, CEMENTED IN A DRILL HOLE IN A 12-INCH-SQUARE BOULDER
 QH0243'THAT PROJECTS 2 INCHES.
 QH0243'
 QH0243'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED MT COBURN
 QH0243'REF NO 1 1928, CEMENTED IN A DRILL HOLE IN A 2-FOOT BOULDER
 QH0243'THAT PROJECTS 1 FOOT.  IT IS BY THE NORTH EAST CORNER OF A SMALL
 QH0243'CABIN AND ABOUT 2 FEET LOWER THAN THE STATION.
 QH0243'
 QH0243'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED MT COBURN
 QH0243'REF NO 2 1928, CEMENTED IN A DRILL HOLE IN A 12-INCH BOULDER THAT
 QH0243'PROJECTS 6 INCHES.  IT IS ABOUT 6 INCHES HIGHER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2409 ***********************************************************************
 PE2409  DESIGNATION -  MT COOK LOT
 PE2409  PID         -  PE2409
 PE2409  STATE/COUNTY-  ME/KENNEBEC
 PE2409  USGS QUAD   -  VASSALBORO (1988)
 PE2409
 PE2409                         *CURRENT SURVEY CONTROL
 PE2409  ___________________________________________________________________
 PE2409* NAD 83(1996)-  44 29 20.62882(N)    069 39 04.20994(W)     ADJUSTED  
 PE2409* NAVD 88     -                                                        
 PE2409  ___________________________________________________________________
 PE2409  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 PE2409  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 PE2409
 PE2409  HORZ ORDER  -  THIRD
 PE2409
 PE2409.The horizontal coordinates were established by classical geodetic methods
 PE2409.and adjusted by the National Geodetic Survey in March 1998..
 PE2409
 PE2409
 PE2409.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2409
 PE2409.The geoid height was determined by GEOID03.
 PE2409
 PE2409;                    North         East     Units Scale Factor Converg.
 PE2409;SPC ME W     -   184,084.088   941,003.577   MT  0.99998733   +0 21 40.5
 PE2409;UTM  19      - 4,926,400.573   448,223.798   MT  0.99963297   -0 27 22.8
 PE2409
 PE2409                          SUPERSEDED SURVEY CONTROL
 PE2409
 PE2409  NAD 83(1992)-  44 29 20.62730(N)    069 39 04.20684(W) AD(       ) 4
 PE2409  NAD 83(1986)-  44 29 20.63284(N)    069 39 04.21330(W) AD(       ) 4
 PE2409  NAD 27      -  44 29 20.38653(N)    069 39 06.05803(W) AD(       ) 3
 PE2409
 PE2409.Superseded values are not recommended for survey control.
 PE2409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2409.See file dsdata.txt to determine how the superseded data were derived.
 PE2409
 PE2409_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK4822426401(NAD 83)
 PE2409_MARKER: 57 = LOOKOUT TOWER
 PE2409
 PE2409  HISTORY     - Date     Condition        Report By
 PE2409  HISTORY     - 1974     FIRST OBSERVED   NGS
 PE2409
 PE2409                          STATION DESCRIPTION
 PE2409
 PE2409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (RCA)
 PE2409'THE STATION, MOUNTAIN COOK LOOKOUT TOWER, IS THE CENTER OF THE
 PE2409'FORESTRY LOOKOUT CABIN ATOP A STEEL FRAME.  LOCATED ON TOP OF
 PE2409'COOK MOUNTAIN IN THE TOWN OF VASSALBORO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1871 ***********************************************************************
 PE1871  DESIGNATION -  MT DESERT NARROWS N TRANSM TWR
 PE1871  PID         -  PE1871
 PE1871  STATE/COUNTY-  ME/HANCOCK
 PE1871  USGS QUAD   -  SALSBURY COVE (1981)
 PE1871
 PE1871                         *CURRENT SURVEY CONTROL
 PE1871  ___________________________________________________________________
 PE1871* NAD 83(1996)-  44 25 54.00881(N)    068 22 04.19468(W)     ADJUSTED  
 PE1871* NAVD 88     -                                                        
 PE1871  ___________________________________________________________________
 PE1871  LAPLACE CORR-           6.14  (seconds)                    DEFLEC99
 PE1871  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 PE1871
 PE1871  HORZ ORDER  -  THIRD
 PE1871
 PE1871.The horizontal coordinates were established by classical geodetic methods
 PE1871.and adjusted by the National Geodetic Survey in March 1998..
 PE1871
 PE1871
 PE1871.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1871
 PE1871.The geoid height was determined by GEOID03.
 PE1871
 PE1871;                    North         East     Units Scale Factor Converg.
 PE1871;SPC ME E     -    85,001.868   310,522.492   MT  0.99990136   +0 05 33.1
 PE1871;UTM  19      - 4,920,013.517   550,314.628   MT  0.99963113   +0 26 33.2
 PE1871
 PE1871                          SUPERSEDED SURVEY CONTROL
 PE1871
 PE1871  NAD 83(1992)-  44 25 54.00385(N)    068 22 04.18850(W) AD(       ) 4
 PE1871  NAD 83(1986)-  44 25 54.00311(N)    068 22 04.19228(W) AD(       ) 4
 PE1871  NAD 27      -  44 25 53.72500(N)    068 22 06.13000(W) AD(       ) 3
 PE1871
 PE1871.Superseded values are not recommended for survey control.
 PE1871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1871.See file dsdata.txt to determine how the superseded data were derived.
 PE1871
 PE1871_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK5031520014(NAD 83)
 PE1871
 PE1871  HISTORY     - Date     Condition        Report By
 PE1871  HISTORY     - 1934     MONUMENTED       CGS
 PE1871  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE1871  HISTORY     - 1953     SEE DESCRIPTION  CGS
 PE1871  HISTORY     - 1965     SEE DESCRIPTION  CGS
 PE1871  HISTORY     - 1970     SEE DESCRIPTION  NGS
 PE1871
 PE1871                          STATION DESCRIPTION
 PE1871
 PE1871'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1871'THE CENTER OF THE TRANSMISSION TOWER ON THE N SIDE OF MOUNT
 PE1871'DESERT NARROWS AT THE POINT WHERE HIGHWAY 3 CROSSES THE NARROWS.
 PE1871
 PE1871                          STATION RECOVERY (1944)
 PE1871
 PE1871'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1871'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED BY K.G.C. IN 1934.
 PE1871
 PE1871                          STATION RECOVERY (1953)
 PE1871
 PE1871'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (DFR)
 PE1871'STATION WAS RECOVERED IN GOOD CONDITION.
 PE1871
 PE1871                          STATION RECOVERY (1965)
 PE1871
 PE1871'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (NCS)
 PE1871'DESTROYED, THE TOWERS HAVE BEEN REMOVED.
 PE1871'
 PE1871'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PE1871'5 MILES NORTH OF SOMESVILLE, 4 MILES WEST OF SALSBURY COVE.
 PE1871
 PE1871                          STATION RECOVERY (1970)
 PE1871
 PE1871'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 PE1871'THE TOWER HAS BEEN REMOVED.  THE CONCRETE FOUNDATIONS FOR THE
 PE1871'TOWER LEGS COULD NOT BE FOUND.
 PE1871'
 PE1871'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PE1871'8-1/2 MILES SSE OF ELLSWORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1869 ***********************************************************************
 PE1869  DESIGNATION -  MT DESERT NARROWS S TRANSM TWR
 PE1869  PID         -  PE1869
 PE1869  STATE/COUNTY-  ME/HANCOCK
 PE1869  USGS QUAD   -  SALSBURY COVE (1981)
 PE1869
 PE1869                         *CURRENT SURVEY CONTROL
 PE1869  ___________________________________________________________________
 PE1869* NAD 83(1996)-  44 25 45.75879(N)    068 21 59.65759(W)     ADJUSTED  
 PE1869* NAVD 88     -                                                        
 PE1869  ___________________________________________________________________
 PE1869  LAPLACE CORR-           6.14  (seconds)                    DEFLEC99
 PE1869  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 PE1869
 PE1869  HORZ ORDER  -  THIRD
 PE1869
 PE1869.The horizontal coordinates were established by classical geodetic methods
 PE1869.and adjusted by the National Geodetic Survey in March 1998..
 PE1869
 PE1869
 PE1869.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1869
 PE1869.The geoid height was determined by GEOID03.
 PE1869
 PE1869;                    North         East     Units Scale Factor Converg.
 PE1869;SPC ME E     -    84,747.404   310,623.245   MT  0.99990139   +0 05 36.3
 PE1869;UTM  19      - 4,919,759.742   550,416.906   MT  0.99963126   +0 26 36.3
 PE1869
 PE1869                          SUPERSEDED SURVEY CONTROL
 PE1869
 PE1869  NAD 83(1992)-  44 25 45.75401(N)    068 21 59.65145(W) AD(       ) 4
 PE1869  NAD 83(1986)-  44 25 45.75328(N)    068 21 59.65524(W) AD(       ) 4
 PE1869  NAD 27      -  44 25 45.47700(N)    068 22 01.59400(W) AD(       ) 3
 PE1869
 PE1869.Superseded values are not recommended for survey control.
 PE1869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1869.See file dsdata.txt to determine how the superseded data were derived.
 PE1869
 PE1869_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK5041719760(NAD 83)
 PE1869
 PE1869  HISTORY     - Date     Condition        Report By
 PE1869  HISTORY     - 1934     MONUMENTED       CGS
 PE1869  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE1869  HISTORY     - 1956     SEE DESCRIPTION  CGS
 PE1869  HISTORY     - 1965     SEE DESCRIPTION  CGS
 PE1869  HISTORY     - 1970     SEE DESCRIPTION  NGS
 PE1869
 PE1869                          STATION DESCRIPTION
 PE1869
 PE1869'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1869'THE CENTER OF THE TRANSMISSION TOWER ON THE S SIDE OF MOUNT
 PE1869'DESERT NARROWS AT THE POINT WHERE HIGHWAY 3 CROSSES THE NARROWS.
 PE1869
 PE1869                          STATION RECOVERY (1944)
 PE1869
 PE1869'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1869'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED BY K.G.C. IN 1934.
 PE1869
 PE1869                          STATION RECOVERY (1956)
 PE1869
 PE1869'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 PE1869'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 PE1869'DESCRIPTION IS ADEQUATE AND COMPLETE.
 PE1869
 PE1869                          STATION RECOVERY (1965)
 PE1869
 PE1869'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (NCS)
 PE1869'DESTROYED.  THE TOWERS HAVE BEEN REMOVED.
 PE1869'
 PE1869'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PE1869'4 MILES WEST OF SALSBURY COVE.
 PE1869
 PE1869                          STATION RECOVERY (1970)
 PE1869
 PE1869'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 PE1869'TOWER HAS BEEN REMOVED, HOWEVER THE FOUR CONCRETE FOUNDATIONS
 PE1869'OF THE LEGS ARE IN PLACE.
 PE1869'
 PE1869'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PE1869'8-1/2 MILES SSE OF ELLSWORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2241 ***********************************************************************
 PE2241  DESIGNATION -  MT HARRIS LOOKOUT TOWER 1958
 PE2241  PID         -  PE2241
 PE2241  STATE/COUNTY-  ME/PENOBSCOT
 PE2241  USGS QUAD   -  DIXMONT (1982)
 PE2241
 PE2241                         *CURRENT SURVEY CONTROL
 PE2241  ___________________________________________________________________
 PE2241* NAD 83(1996)-  44 39 54.43593(N)    069 08 52.70762(W)     ADJUSTED  
 PE2241* NAVD 88     -       381.     (meters)    1250.     (feet)  VERTCON   
 PE2241  ___________________________________________________________________
 PE2241  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 PE2241  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 PE2241
 PE2241  HORZ ORDER  -  SECOND
 PE2241
 PE2241.The horizontal coordinates were established by classical geodetic methods
 PE2241.and adjusted by the National Geodetic Survey in March 1998..
 PE2241
 PE2241.The NAVD 88 height was computed by applying the VERTCON shift value to
 PE2241.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PE2241
 PE2241.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2241
 PE2241.The geoid height was determined by GEOID03.
 PE2241
 PE2241;                    North         East     Units Scale Factor Converg.
 PE2241;SPC ME E     -   111,136.900   248,617.669   MT  0.99993246   -0 27 19.8
 PE2241;UTM  19      - 4,945,761.342   488,269.623   MT  0.99960169   -0 06 14.5
 PE2241
 PE2241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2241!SPC ME E     -   0.99994423  x   0.99993246  =   0.99987670
 PE2241!UTM  19      -   0.99994423  x   0.99960169  =   0.99954594
 PE2241
 PE2241                          SUPERSEDED SURVEY CONTROL
 PE2241
 PE2241  NAD 83(1992)-  44 39 54.43424(N)    069 08 52.70405(W) AD(       ) 2
 PE2241  NAD 83(1986)-  44 39 54.43720(N)    069 08 52.71354(W) AD(       ) 2
 PE2241  NAD 27      -  44 39 54.18422(N)    069 08 54.52864(W) AD(       ) 2
 PE2241  NGVD 29 (07/19/86)  381.     (m)         1250.     (f) VERT ANG       
 PE2241
 PE2241.Superseded values are not recommended for survey control.
 PE2241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2241.See file dsdata.txt to determine how the superseded data were derived.
 PE2241
 PE2241_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK8827045761(NAD 83)
 PE2241
 PE2241  HISTORY     - Date     Condition        Report By
 PE2241  HISTORY     - 1958     MONUMENTED       CGS
 PE2241  HISTORY     - 1974     GOOD             NGS
 PE2241
 PE2241                          STATION DESCRIPTION
 PE2241
 PE2241'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 PE2241'STATION IS LOCATED ABOUT 1-1/2 MILES SOUTHEAST OF THE SMALL
 PE2241'VILLAGE OF DIXMONT ON THE WOODED SUMMIT OF THE LARGEST AND HIGHEST
 PE2241'OF THE DIXMONT HILLS.  STATION IS ABOUT 55 FEET HIGH, OF WOOD
 PE2241'CONSTRUCTION AND A 14 FT X 14 FT CABIN MOUNTED ON FOUR LEGS.
 PE2241'
 PE2241'A TRAVERSE CONNECTION WAS MADE TO THE APPROXIMATE CENTER OF
 PE2241'LOOKOUT TOWER FROM TRIANGULATION STATION MT HARRIS 1928 AND THE
 PE2241'DISTANCE IS 1.323 METERS OR 4.34 FEET WEST SOUTHWEST OF STATION.
 PE2241'
 PE2241'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 7 AND 9 IN
 PE2241'DIXMONT, GO SOUTH ON STATE HIGHWAY 7 FOR 1.7 MILES TO SIDE ROAD
 PE2241'LEFT.  TURN LEFT AND GO EAST ON WOODS ROAD FOR 0.9 MILE TO SIDE
 PE2241'ROAD LEFT AT TOP OF RIDGE.  TURN LEFT AND GO 0.5 MILE TO
 PE2241'STATION AS DESCRIBED.
 PE2241'
 PE2241'A FOUR-WHEEL DRIVE VEHICLE IS NECESSARY TO DRIVE THE LAST 0.5 MILE.
 PE2241
 PE2241                          STATION RECOVERY (1974)
 PE2241
 PE2241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RCA)
 PE2241'THE STATION IS DESCRIBED HERE BECAUSE THE OLD DESCRIPTION IS
 PE2241'PRESENTLY UNAVAILABLE.
 PE2241'
 PE2241'THE STATION, MOUNT HARRIS LOOKOUT TOWER, IS THE TOP-CENTER OF
 PE2241'THE MAINE DEPT OF FORESTRY LOOKOUT TOWER CABIN ROOF ATOP
 PE2241'THE TOWER.  THE TOWER IS LOCATED ON TOP OF MT HARRIS ABOUT 1.4
 PE2241'MILES SOUTHEAST OF THE VILLAGE OF DIXMONT IN THE COUNTY OF
 PE2241'PENOBSCOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2242 ***********************************************************************
 PE2242  DESIGNATION -  MT HARRIS RESET
 PE2242  PID         -  PE2242
 PE2242  STATE/COUNTY-  ME/PENOBSCOT
 PE2242  USGS QUAD   -  DIXMONT (1982)
 PE2242
 PE2242                         *CURRENT SURVEY CONTROL
 PE2242  ___________________________________________________________________
 PE2242* NAD 83(1996)-  44 39 54.45371(N)    069 08 52.65297(W)     ADJUSTED  
 PE2242* NAVD 88     -       380.8    (meters)    1249.     (feet)  VERTCON   
 PE2242  ___________________________________________________________________
 PE2242  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 PE2242  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 PE2242
 PE2242  HORZ ORDER  -  FIRST
 PE2242
 PE2242.The horizontal coordinates were established by classical geodetic methods
 PE2242.and adjusted by the National Geodetic Survey in March 1998..
 PE2242
 PE2242.The NAVD 88 height was computed by applying the VERTCON shift value to
 PE2242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PE2242
 PE2242.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2242
 PE2242.The geoid height was determined by GEOID03.
 PE2242
 PE2242;                    North         East     Units Scale Factor Converg.
 PE2242;SPC ME E     -   111,137.439   248,618.877   MT  0.99993245   -0 27 19.8
 PE2242;SPC ME W     -   204,023.729   980,785.720   MT  1.00004689   +0 42 58.1
 PE2242;UTM  19      - 4,945,761.888   488,270.828   MT  0.99960169   -0 06 14.4
 PE2242
 PE2242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2242!SPC ME E     -   0.99994423  x   0.99993245  =   0.99987669
 PE2242!SPC ME W     -   0.99994423  x   1.00004689  =   0.99999112
 PE2242!UTM  19      -   0.99994423  x   0.99960169  =   0.99954594
 PE2242
 PE2242|---------------------------------------------------------------------|
 PE2242| PID    Reference Object                     Distance      Geod. Az  |
 PE2242|                                                           dddmmss.s |
 PE2242| CE8568 MT HARRIS RM 1                       22.963 METERS 00211     |
 PE2242| CE8570 MT HARRIS RM 3                       18.413 METERS 04818     |
 PE2242| PE2240 AIRWAY BCN ENE OF DIXMONT           APPROX. 6.8 KM 0525037.4 |
 PE2242| PE2227 BANGOR DOW AFB STANDPIPE            APPROX.31.3 KM 0602034.7 |
 PE2242| CE8567 MT HARRIS AZ MK                                    0623730.6 |
 PE2242| PE2155 ATT MICROWAVE 7 MI S OF BREWER      APPROX.31.1 KM 0864014.9 |
 PE2242| PE2241 MT HARRIS LOOKOUT TOWER 1958          1.323 METERS 24530     |
 PE2242| CE8569 MT HARRIS RM 2                       20.721 METERS 25709     |
 PE2242| PE1455 CENTRAL                             APPROX.36.9 KM 2594626.7 |
 PE2242|---------------------------------------------------------------------|
 PE2242
 PE2242                          SUPERSEDED SURVEY CONTROL
 PE2242
 PE2242  NAD 83(1992)-  44 39 54.45202(N)    069 08 52.64940(W) AD(       ) 1
 PE2242  NAD 83(1986)-  44 39 54.45498(N)    069 08 52.65889(W) AD(       ) 1
 PE2242  NAD 27      -  44 39 54.20200(N)    069 08 54.47400(W) AD(       ) 1
 PE2242  NGVD 29 (07/19/86)  381.0    (m)         1250.     (f) VERT ANG       
 PE2242
 PE2242.Superseded values are not recommended for survey control.
 PE2242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2242.See file dsdata.txt to determine how the superseded data were derived.
 PE2242
 PE2242_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK8827145762(NAD 83)
 PE2242_MARKER: N = NAIL
 PE2242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE2242
 PE2242  HISTORY     - Date     Condition        Report By
 PE2242  HISTORY     - 1855     MONUMENTED       CGS
 PE2242  HISTORY     - 1927     SEE DESCRIPTION  CGS
 PE2242  HISTORY     - 1928     SEE DESCRIPTION  CGS
 PE2242  HISTORY     - 1929     SEE DESCRIPTION  CGS
 PE2242  HISTORY     - 1934     GOOD             CGS
 PE2242  HISTORY     - 1941     GOOD             CGS
 PE2242  HISTORY     - 1953     GOOD             CGS
 PE2242  HISTORY     - 1958     GOOD             CGS
 PE2242  HISTORY     - 1974     GOOD             NGS
 PE2242
 PE2242                          STATION DESCRIPTION
 PE2242
 PE2242'DESCRIBED BY COAST AND GEODETIC SURVEY 1855 (ADB)
 PE2242'STATION IS ON THE LARGEST OF THE DIXMONT HILLS, IN THE TOWNSHIP
 PE2242'OF DIXMONT, ABOUT 21 MILES W BY S FROM BANGOR, ABOUT 18 MILES
 PE2242'N BY W FROM BELFAST, AND ABOUT 12 MILES S BY E FROM NEWPORT.  THE
 PE2242'STATION IS ON THE SUMMIT AND IS MARKED BY A BURIED EARTHEN
 PE2242'CONE AND A STAKE WITH A NAIL IN ITS TOP REACHING ABOVE THE
 PE2242'SURFACE.  ALSO A STONE COLUMN 15.8 FEET HIGH, WITH A BASE OF
 PE2242'7 FEET AND WIDTH AT TOP 5 FEET, AND EXTENDING 20 INCHES BELOW
 PE2242'THE SURFACE, WAS CONSTRUCTED AROUND THE POINT.  THREE DRILL
 PE2242'HOLES IN THE ROCK WERE ALSO MADE TO THE N, E, AND W OF THE
 PE2242'STATION AT DISTANCES, RESPECTIVELY, OF 74 FEET, 17.3 FEET
 PE2242'AND 69.4 FEET.  THESE DRILL HOLES WERE FILLED WITH SULPHUR.
 PE2242
 PE2242                          STATION RECOVERY (1927)
 PE2242
 PE2242'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1927 (CMD)
 PE2242'NO REFERENCE MARKS WERE FOUND.  STONE COLUMN IS NOW ABOUT
 PE2242'10-12 FEET HIGH.  IT WILL BE NECESSARY TO TEAR DOWN THE COLUMN
 PE2242'TO FIND THE UNDERGROUND MARK.
 PE2242
 PE2242                          STATION RECOVERY (1928)
 PE2242
 PE2242'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928 (CAS)
 PE2242'THIS STATION IS ON THE LARGEST OF THE DIXMONT HILLS IN THE
 PE2242'TOWNSHIP OF DIXMONT, ABOUT 1-1/2 MILES AIRLINE S BY E OF THE
 PE2242'VILLAGE OF DIXMONT.  THE OLD STONE COLUMN WAS TORN DOWN UNTIL
 PE2242'IT STANDS ONLY ABOUT 2 FEET ABOVE THE SURFACE OF THE GROUND.
 PE2242'
 PE2242'THE STATION WAS RE-MARKED WITH A STANDARD STATION MARK SET
 PE2242'IN AN IRREGULAR MASS OF CONCRETE POURED IN A HOLE DUG IN THE
 PE2242'CENTER OF THE REMAINS OF THE STONE COLUMN AND BY 2 STANDARD
 PE2242'REFERENCE MARKS CEMENTED IN DRILL HOLES IN ROCK OUTCROP.  THE
 PE2242'STATION IS ABOUT 1-1/2 MILES BY ROAD FROM THE BROOKS ROAD.  THERE
 PE2242'IS NO UNDERGROUND MARK.
 PE2242'
 PE2242'TO REACH FROM DIXMONT TAKE THE BROOKS ROAD S 1-1/2 MILES TO
 PE2242'A LONG, WHITE UNOCCUPIED HOUSE ON THE LEFT SIDE OF THE ROAD.  HERE
 PE2242'TURN LEFT IN A SOUTHEASTERLY DIRECTION BY THE FRONT OF THE
 PE2242'HOUSE TO THE S EDGE OF THE FIELD WHERE THE ROAD TURNS
 PE2242'EASTERLY.  FOLLOW THE ROAD ACROSS A BROOK, PAST TWO OLD CELLARS
 PE2242'TO A HEIGHT OF LAND WHERE THE ROAD STARTS DOWN HILL.  HERE TURN
 PE2242'LEFT AND FOLLOW TRAIL UP HILL TO SUMMIT.  THE SUMMIT IS COVERED
 PE2242'WITH TREES FROM 50 TO 60 FEET HIGH.  IT CAN BE REACHED WITH
 PE2242'TEAM AND WAGON.
 PE2242'
 PE2242'A 30-FOOT TOWER WAS BUILT AND EXTENSIVE CLEARING DONE IN THE
 PE2242'SW, W AND NW OF THE STATION.
 PE2242
 PE2242                          STATION RECOVERY (1929)
 PE2242
 PE2242'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1929 (CAS)
 PE2242'THE MARK ESTABLISHED HERE IN 1928 WAS REMOVED AND A THOROUGH
 PE2242'SEARCH MADE FOR THE UNDERGROUND MARK ESTABLISHED IN 1855.  ALTHOUGH
 PE2242'THE EARTH IN THE VICINITY OF THE STATION WAS REMOVED TO BEDROCK
 PE2242'NO EARTHEN CONE WAS RECOVERED.  ABOUT 1-1/2 FEET BELOW THE SURFACE
 PE2242'A SMALL AMOUNT OF BLACK SOIL WAS FOUND THAT CONTRASTED GREATLY
 PE2242'WITH THE YELLOW CLAY FOUND ON THE TOP OF THE MOUNTAIN.  THIS DARK
 PE2242'SOIL WAS NOT IN THE SHAPE OF A CONE AND WAS SOFT WHICH SEEMS
 PE2242'UNUSUAL FOR ANYTHING BEING USED FOR A MARK.  HAVING DUG TO BEDROCK
 PE2242'IN SEARCH OF THE UNDERGROUND MARK WITHOUT RESULTS A THOROUGH
 PE2242'SEARCH WAS MADE FOR THE OLD REFERENCE MARKS.  TWO OF THE THREE
 PE2242'WERE FOUND--DRILL HOLES IN LEDGE ROCK WITH THE SULPHUR STILL IN
 PE2242'THE HOLES.  THE MARK WAS RE-ESTABLISHED FROM THESE REFERENCE
 PE2242'HOLES BEING SET 74.00 FEET FROM THE HOLE TO THE NORTH OF THE
 PE2242'STATION AND 17.30 FEET FROM THE HOLE TO THE W OF THE STATION.  AS
 PE2242'NEAR AS COULD BE TOLD BY MEMORY THIS POINT WAS DIRECTLY OVER
 PE2242'THE PLACE WHERE THE PIECE OF BLACK SOIL WAS FOUND.  THE
 PE2242'TOWER OF 1928 HAS BEEN TORN DOWN AND A POLE SIGNAL OF THE
 PE2242'U.S.G.S. PLACED OVER THE MARK.  TO AVOID DISTURBING THIS
 PE2242'MARK THE INSTRUMENT WAS NOT USED BUT THE ANGLE WAS MEASURED
 PE2242'FROM MOUNT HARRIS ECCENTRIC 1928 BETWEEN REFERENCE MARK NO. 1
 PE2242'OF 1928 AND MOUNT HARRIS CENTER.
 PE2242'
 PE2242'THE DISTANCE WAS MEASURED FROM THE MARK AS RE-ESTABLISHED
 PE2242'TO THE REFERENCE MARK OF 1928.  THE MEASUREMENTS WERE AS
 PE2242'FOLLOWS.  POINT OCCUPIED MOUNT HARRIS ECCENTRIC INSTRUMENT
 PE2242'USED AZIMUTH COMPASS 372.  READING ON REFERENCE MARK NO. 1
 PE2242'20 DEG 30 MIN.  READING ON MOUNT HARRIS CENTER 77 DEG 30
 PE2242'MIN.  ECCENTRIC DISTANCE 0.094 METER.  DISTANCE FROM MOUNT
 PE2242'HARRIS CENTER TO REFERENCE MARK NO. 1--22.981 METERS.  DISTANCE
 PE2242'FROM MOUNT HARRIS TO REFERENCE MARK NO. 2--20.723
 PE2242'METERS.
 PE2242'
 PE2242'STATION WAS MARKED BY A STANDARD DISK (THE SAME ONE USED TO
 PE2242'MARK THE 1928 STATION AND STAMPED 1928) SET IN A CONCRETE
 PE2242'MONUMENT PLACED ON BEDROCK.
 PE2242
 PE2242                          STATION RECOVERY (1934)
 PE2242
 PE2242'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2242'STATION RECOVERED AS DESCRIBED.
 PE2242
 PE2242                          STATION RECOVERY (1941)
 PE2242
 PE2242'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (PLB)
 PE2242'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  LOCATED
 PE2242'ON THE WOODED SUMMIT OF THE LARGEST AND HIGHEST ONE OF THE
 PE2242'DIXMONT HILLS, IN THE DIXMONT TOWNSHIP, ABOUT 1.5 MILES ESE
 PE2242'OF THE VILLAGE OF DIXMONT.  THERE IS THE REMAINS OF AN OLD
 PE2242'WOODEN TOWER LYING NEAR THE STATION.
 PE2242'
 PE2242'STATION IS MARKED BY A STANDARD BRONZE DISK, STAMPED
 PE2242'MT. HARRIS 1928, SET IN A SQUARE MASS OF CONCRETE FLUSH WITH
 PE2242'THE GROUND.  THE REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 PE2242'IN BOULDERS.  BOTH ARE STAMPED MT. HARRIS 1928.
 PE2242'
 PE2242'STATION IS REACHED FROM THE POST OFFICE OR THE INTERSECTION
 PE2242'OF STATE HIGHWAYS 7 AND 9 IN DIXMONT BY GOING S ON HIGHWAY
 PE2242'7 (BROOKS ROAD) FOR 1.6 MILES TO A LONG WHITE HOUSE ON THE LEFT,
 PE2242'OCCUPIED BY MR. J.W. NORRIS.  THENCE LEFT ON A FARM ROAD BY
 PE2242'THE SW CORNER OF HIS HOUSE AND FOLLOW IT E AND SE TO THE
 PE2242'EDGE OF THE WOODS.  THENCE ON AN OLD ABANDONED ROAD IN AN
 PE2242'EASTERLY DIRECTION TO THE SUMMIT OF A SADDLE IN THE RIDGE
 PE2242'AND THE END OF TRUCK TRAVEL.  DISTANCE FROM MAIN ROAD TO END
 PE2242'OF TRUCK TRAVEL IS 0.9 MILE.  FROM HERE THERE IS AN OLD WAGON
 PE2242'ROAD LEADING UP THE RIDGE TO THE N AND BY FOLLOWING IT, IT
 PE2242'IS ABOUT 20 MINUTES PACK TO THE STATION.
 PE2242'
 PE2242'THE 1928 DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS
 PE2242'COULD NOT BE CHECKED IN THE FIELD.
 PE2242'
 PE2242'A 37-FOOT TOWER WAS USED AND TREES HAD TO BE TOPPED TO CLEAR
 PE2242'THE LINES TO BIGELOW AND MT. ST. ALBANS.
 PE2242
 PE2242                          STATION RECOVERY (1953)
 PE2242
 PE2242'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (HSS)
 PE2242'STATION MAY BE REACHED FROM THE JUNCTION OF ROUTES 202 AND
 PE2242'7 IN THE VILLAGE OF DIXMONT, BY GOING S ON ROUTE 7 FOR 1.7
 PE2242'MI. TO A WOODS ROAD ON THE LEFT MARKED BY A TELEPHONE LINE
 PE2242'WHICH LEADS TO A FIRE OBSERVATION TOWER ON THE SUMMIT.  THE
 PE2242'ROAD IS NARROW, BUT AN ORDINARY CAR CAN BE DRIVEN OVER IT FOR
 PE2242'ABOUT 1 MI.  THE REMAINING 1/2 MI. OR SO TO THE SUMMIT IS
 PE2242'RATHER STEEP IN PLACES, BUT WOULD BE PASSABLE FOR A SUITABLE
 PE2242'VEHICLE.  THE SUMMIT IS HEAVILY WOODED, WITH NO VIEW FROM THE
 PE2242'GROUND, BUT IT IS CLEAR FROM THE CAB OF THE FIRE OBSERVATION
 PE2242'TOWER WHICH WAS BUILT BY THE MAINE FOREST SERVICE IN 1945.
 PE2242'IN 1945.
 PE2242'
 PE2242'THE STATION IS UNDER THE TOWER, ABOUT 4 FT. NE OF THE
 PE2242'CENTER.  STATION AND REFERENCE MARK 1 WERE FOUND IN GOOD
 PE2242'CONDITION, BUT THE DISK AT REFERENCE MARK 2 WAS MISSING WITH
 PE2242'ONLY THE COUNTER-SUNK DRILL HOLE REMAINING.  THE DISK WAS FOUND,
 PE2242'HOWEVER, LYING ON THE GROUND SEVERAL FT. AWAY, BUT FACILITIES
 PE2242'FOR RESETTING IT WERE LACKING, SO IT WAS REMOVED FROM THE
 PE2242'LOCALITY.  THE OLD DRILL HOLE TO THE N OF THE STATION WAS FOUND
 PE2242'IN GOOD CONDITION, WITH TRACES OF SULPHUR IN THE BOTTOM.  IT
 PE2242'IS ABOUT 1.46 FT. S-SE OF REFERENCE MARK 1.
 PE2242'
 PE2242'WHAT APPEARED TO BE A DRILL HOLE, NEARLY FULL OF SULPHUR,
 PE2242'FOUND A LITTLE S OF E OF THE STATION MARK, BUT THE RECOVERY WAS
 PE2242'NOT CERTAIN BECAUSE OF THE ROUGHNESS OF THE LEDGE IN THE
 PE2242'VICINITY.  THE DISTANCE FROM THE STATION MARK WAS NOT CHECKED
 PE2242'BECAUSE ONE OF THE CONCRETE FOOTINGS OF THE TOWER WAS IN THE WAY.
 PE2242'
 PE2242'THE OLD DRILL HOLE TO THE W OF THE STATION WAS ALSO RECOVERED
 PE2242'IN GOOD CONDITION, BUT NO SULPHUR WAS FOUND.  IT IS 5.72 FT. S
 PE2242'OF REFERENCE MARK 2.  A ROUGH MEASUREMENT OF THE DISTANCE OF
 PE2242'THE DRILL HOLE FROM THE STATION GAVE ABOUT 69.9 FT. OR SOME
 PE2242'0.5 FT. MORE THAN THE VALUE GIVEN IN THE ORIGINAL DESCRIPTION.
 PE2242'THE HOLE IS IN A SMALL AREA OF EXPOSED LEDGE, AND ALTHOUGH COVERED
 PE2242'BY A SMALL PIECE WHEN FIRST FOUND, THIS WOULD HARDLY SEEM TO
 PE2242'ACCOUNT FOR THE APPARENT FAILURE TO RECOVER IT IN 1929.
 PE2242'
 PE2242'IN VIEW OF THE VARIOUS UNCERTAINTIES, INCLUDING THE FAILURE TO
 PE2242'RECOVER THE UNDERGROUND MARK IN 1929, IT SEEMS QUITE POSSIBLE THAT
 PE2242'THE PRESENT DISK DOES NOT VERY ACCURATELY MARK THE ORIGINAL CENTER.
 PE2242
 PE2242                          STATION RECOVERY (1958)
 PE2242
 PE2242'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCE)
 PE2242'STATION AND REFERENCE MARK NO. 1 WERE RECOVERED AS DESCRIBED AND
 PE2242'FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS NOT
 PE2242'RECOVERED SO REFERENCE MARK NO. 3 WAS ESTABLISHED.  THE MARK IS
 PE2242'58 FEET NORTHEAST OF LOOKOUT TOWER.  THE MARK PROJECTS ABOUT
 PE2242'4 INCHES AND THE DISK IS STAMPED MT HARRIS NO 3 1928.  NOTE 11A.
 PE2242'
 PE2242'A FIRE LOOKOUT TOWER HAS BEEN CONSTRUCTED OVER THE STATION
 PE2242'MARK BY THE MAINE FOREST SERVICE SO A 4 FOOT WOOD STAND WAS SET UP
 PE2242'IN THE LOOKOUT TOWER AND USED FOR OBSERVATIONS.  A DIFFERENCE WAS
 PE2242'FOUND IN THE DIRECTION TO REFERENCE MARK NO. 1, (1941 DATA) AND
 PE2242'TWO SEPARATE SETS OF OBSERVATIONS WERE TAKEN AND MEANED.  THE
 PE2242'DISTANCE TO REFERENCE MARK NO. 1 WAS FOUND TO BE CORRECT.
 PE2242'
 PE2242'TO REACH STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 PE2242'202 AND STATE HIGHWAY 7 IN DIXMONT GO SOUTHERLY ON STATE
 PE2242'HIGHWAY 7 FOR 1.7 MILES TO A SIDE ROAD LEFT AT SIGN HARRIS
 PE2242'MT LOOKOUT TOWER.  TURN LEFT AND GO EAST ON WOODS ROAD FOR
 PE2242'0.9 MILE TO SIDE ROAD LEFT AT TOP OF RIDGE AND SIGN TRAIL TO
 PE2242'HARRIS MT LOOKOUT TOWER.  TURN LEFT AND GO NORTHERLY FOR
 PE2242'0.5 MILE TO LOOKOUT TOWER AND STATION AS DESCRIBED.  A FOUR
 PE2242'WHEEL DRIVE VEHICLE IS NECESSARY TO DRIVE THE LAST 0.5 MILE.
 PE2242'
 PE2242'1958 OBSERVATIONS TAKEN FROM A 4 FOOT STAND IN LOOKOUT TOWER.
 PE2242
 PE2242                          STATION RECOVERY (1974)
 PE2242
 PE2242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RCA)
 PE2242'THE STATION MARK AND REFERENCE MARKS 1 AND 3 WERE RECOVERED AND
 PE2242'FOUND TO BE IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS.
 PE2242'
 PE2242'THE STATION IS LOCATED 1.5 MILES SOUTHEAST OF DIXMONT, AND 4.0
 PE2242'MILES NORTH OF JACKSON, ON THE HIGHEST POINT OF A HIGH HILL
 PE2242'KNOWN LOCALLY AS MOUNT HARRIS.
 PE2242'
 PE2242'TO REACH THE STATION FROM THE JUNCTION OF U.S. ROUTE 202 AND
 PE2242'STATE ROAD 7 IN DIXMONT, GO SOUTHERLY ON STATE ROAD 7 FOR 1.7
 PE2242'MILES TO A TRACK ROAD ON THE LEFT.  TURN LEFT AND PROCEED
 PE2242'EASTERLY ON THE TRACK FOR 0.75 MILE TO A Y-INTERSECTION.  BEAR
 PE2242'LEFT AND FOLLOW THE TRACK ROAD NORTHERLY FOR 0.55 MILE TO THE TOP
 PE2242'OF THE HILL AND A LOOKOUT TOWER AND THE STATION ON THE RIGHT AS
 PE2242'DESCRIBED.
 PE2242'
 PE2242'THE STATION MARK IS A STANDARD DISK STAMPED MT HARRIS 1928 SET
 PE2242'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4
 PE2242'INCHES.  IT IS 8.5 FEET SOUTHEAST OF THE NORTHERN-MOST FOOTING OF
 PE2242'THE LOOKOUT TOWER, 5.0 FEET WEST OF THE EASTERN-MOST FOOTING OF
 PE2242'THE LOOKOUT TOWER, 11.4 FEET NORTH-NORTHEAST OF THE SOUTHERN-MOST
 PE2242'FOOTING OF THE LOOKOUT TOWER, AND 4.36 FEET NORTHEAST OF THE
 PE2242'CENTER OF THE LOOKOUT TOWER.
 PE2242'
 PE2242'REFERENCE MARK 1 IS A STANDARD DISK THAT IS CEMENTED IN A DRILL
 PE2242'HOLE IN ROCK LEDGE AND IS STAMPED NO 1 MT HARRIS 1928.  IT IS 19.7
 PE2242'FEET SOUTHWEST OF A DUG WELL, AND 68.1 FEET NORTH OF THE
 PE2242'NORTHERN-MOST FOOTING OF THE LOOKOUT TOWER.
 PE2242'
 PE2242'REFERENCE MARK 3 IS A STANDARD DISK STAMPED MT HARRIS 1928 NO 3
 PE2242'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 PE2242'5 INCHES ABOVE THE GROUND SURFACE.  IT IS 10.0 FEET WEST OF A
 PE2242'BLAZED YELLOW PROPERTY LINE, 50.7 FEET SOUTHEAST OF A DUG WELL,
 PE2242'57.9 FEET NORTHEAST OF THE NORTHERN-MOST FOOTING OF THE LOOKOUT
 PE2242'TOWER, AND 59.0 FEET NORTHEAST OF THE NORTHERN-MOST FOOTING OF
 PE2242'THE LOOKOUT TOWER.
 PE2242'
 PE2242'THIS STATION WAS USED FOR CHECK ANGLE PURPOSES ONLY AND WAS
 PE2242'NOT OCCUPIED AS PART OF THE MAIN SCHEME.
 PE2242'
 PE2242'THE ANGLE BETWEEN RM 1 AND RM 3 WAS FOUND TO BE 2 MIN 25 SEC
 PE2242'GREATER THAN THE 1958 ANGLE.  THE DISTANCES FROM THE STATION TO
 PE2242'REFERENCE MARKS 1 AND 3 WERE 0.05 FEET AND 0.13 FEET LESS
 PE2242'RESPECTIVELY THAN THE 1958 MEASUREMENTS.
 PE2242'
 PE2242'HEIGHT OF LIGHT ABOVE STATION MARK 4.5 FEET.
 PE2242'
 PE2242'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PE2242'1.5 MILES SOUTHEAST OF DIXMONT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1972 ***********************************************************************
 OC1972  DESIGNATION -  MT INDEPENDENCE
 OC1972  PID         -  OC1972
 OC1972  STATE/COUNTY-  ME/CUMBERLAND
 OC1972  USGS QUAD   -  CUMBERLAND CENTER (1975)
 OC1972
 OC1972                         *CURRENT SURVEY CONTROL
 OC1972  ___________________________________________________________________
 OC1972* NAD 83(1996)-  43 45 33.60517(N)    070 19 12.15492(W)     ADJUSTED  
 OC1972* NAVD 88     -       152.5    (meters)     500.     (feet)  VERTCON   
 OC1972  ___________________________________________________________________
 OC1972  LAPLACE CORR-           3.06  (seconds)                    DEFLEC99
 OC1972  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 OC1972
 OC1972  HORZ ORDER  -  FIRST
 OC1972
 OC1972.The horizontal coordinates were established by classical geodetic methods
 OC1972.and adjusted by the National Geodetic Survey in March 1998..
 OC1972
 OC1972.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC1972.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC1972
 OC1972.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1972
 OC1972.The geoid height was determined by GEOID03.
 OC1972
 OC1972;                    North         East     Units Scale Factor Converg.
 OC1972;SPC ME W     -   102,885.387   887,649.060   MT  0.99996854   -0 06 21.9
 OC1972;UTM  19      - 4,845,989.933   393,739.443   MT  0.99973888   -0 54 47.0
 OC1972
 OC1972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1972!SPC ME W     -   0.99998021  x   0.99996854  =   0.99994875
 OC1972!UTM  19      -   0.99998021  x   0.99973888  =   0.99971910
 OC1972
 OC1972:                Primary Azimuth Mark                     Grid Az
 OC1972:SPC ME W     -  SINCLAIR                                 001 45 36.1
 OC1972:UTM  19      -  SINCLAIR                                 002 34 01.2
 OC1972
 OC1972|---------------------------------------------------------------------|
 OC1972| PID    Reference Object                     Distance      Geod. Az  |
 OC1972|                                                           dddmmss.s |
 OC1972| OC1969 SINCLAIR                            APPROX. 6.2 KM 0013914.2 |
 OC1972| OC1968 CUMBERLAND CTR TANK                 APPROX. 7.3 KM 0490531.6 |
 OC1972| CE8334 MT INDEPENDENCE RM 2                  8.674 METERS 10609     |
 OC1972| OC1863 WEST FALMOUTH BAP CH SPIRE          APPROX. 2.0 KM 1340147.2 |
 OC1972| OC1862 PORTLAND RAD STA WGAN E MAST        APPROX. 7.7 KM 1775728.0 |
 OC1972| OC1861 PORTLAND RAD STA WGAN W MAST        APPROX. 7.7 KM 1785659.7 |
 OC1972| OC1796 WESTBROOK STACK                     APPROX. 8.7 KM 1975225.9 |
 OC1972| OC1940 GORHAM FIRST CONG CH SPIRE          APPROX.13.2 KM 2285107.0 |
 OC1972| OC1939 GORHAM MUN TANK                     APPROX.13.7 KM 2300848.4 |
 OC1972| OC1971 BLACKSTRAP LOT                        9.810 METERS 26018     |
 OC1972| OC1967 FALMOUTH TV STA WCSH MAST           APPROX. 0.6 KM 3110139.7 |
 OC1972| CE8333 MT INDEPENDENCE RM 1                 35.826 METERS 32031     |
 OC1972| OC1986 RAYMOND TV MAST WGAN                APPROX.22.9 KM 3231606.4 |
 OC1972| OC1976 DUTTON                              APPROX.10.2 KM 3494023.5 |
 OC1972| OC1975 GRAY NETT MICROWAVE                 APPROX.10.1 KM 3502532.4 |
 OC1972|---------------------------------------------------------------------|
 OC1972
 OC1972                          SUPERSEDED SURVEY CONTROL
 OC1972
 OC1972  NAD 83(1992)-  43 45 33.60391(N)    070 19 12.15549(W) AD(       ) 1
 OC1972  NAD 83(1986)-  43 45 33.60993(N)    070 19 12.16081(W) AD(       ) 1
 OC1972  NAD 27      -  43 45 33.32506(N)    070 19 13.97440(W) AD(       ) 1
 OC1972  NGVD 29 (07/19/86)  152.7    (m)          501.     (f) VERT ANG       
 OC1972
 OC1972.Superseded values are not recommended for survey control.
 OC1972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1972.See file dsdata.txt to determine how the superseded data were derived.
 OC1972
 OC1972_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9373945990(NAD 83)
 OC1972_MARKER: DD = SURVEY DISK
 OC1972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC1972_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC1972
 OC1972  HISTORY     - Date     Condition        Report By
 OC1972  HISTORY     - 1974     MONUMENTED       MEDT
 OC1972  HISTORY     - 1975     GOOD             MEDT
 OC1972  HISTORY     - 1977     SEE DESCRIPTION  NGS
 OC1972
 OC1972                          STATION DESCRIPTION
 OC1972
 OC1972'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975 (RCA)
 OC1972'THE STATION IS LOCATED IN THE WESTERN PART OF FALMOUTH ON
 OC1972'BLACKSTRAP HILL ABOUT 2 MILES SOUTH-SOUTHEAST OF HIGHLAND LAKE
 OC1972'AND 5.75 MILES NORTH-NORTHEAST OF WESTBROOK ON PROPERTY OWNED
 OC1972'BY WGAN TELEVISION.
 OC1972'
 OC1972'TO REACH THE STATION FROM THE JUNCTION OF EXIT 10 (PORTLAND
 OC1972'NORTH) OF THE MAINE TURNPIKE AND STATE ROUTES 26 AND 100, GO NORTH
 OC1972'ON STATE ROUTES 26 AND 100 FOR 0.25 TO INTERSECTION WITH
 OC1972'LEIGHTON ROAD.  TURN LEFT, GO SOUTHWEST ON LEIGHTON ROAD FOR 0.5
 OC1972'MILE TO JUNCTION WITH BOOK ROAD, TURN LEFT AND GO SOUTH-SOUTHWEST
 OC1972'ON BOOK ROAD FOR 0.2 MILE TO INTERSECTION WITH BLACKSTRAP
 OC1972'ROAD.  HERE TURN RIGHT, GO NORTH ON BLACKSTRAP ROAD FOR 2.2
 OC1972'MILES TO SIDE ROAD RIGHT, TURN RIGHT AND GO EAST ON SIDE ROAD
 OC1972'FOR 0.2 MILE AND THE STATION LOCATED BEHIND FIRE TOWER AND
 OC1972'CINDER BLOCK BUILDING.
 OC1972'
 OC1972'THE STATION IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION DISK
 OC1972'STAMPED MT INDEPENDENCE 1974, SET IN THE TOP OF A 12-INCH
 OC1972'CYLINDRICAL CONCRETE CYLINDER WHICH PROJECTS 2 INCHES ABOVE THE
 OC1972'GROUND.  THE SUBSURFACE MARK IS AN ALUMINUM DISK STAMPED MT
 OC1972'INDEPENDENCE 1974, SET IN AN IRREGULAR MASS OF CONCRETE WHICH IS
 OC1972'ABOUT 47 INCHES BELOW THE GROUND.  IT IS 18.0 FEET EAST OF A
 OC1972'CYCLONE FENCE, 23.9 FEET SOUTHEAST OF THE NORTHEAST LOOKOUT
 OC1972'TOWER LEG, 24.7 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE
 OC1972'CYCLONE FENCE, 25.4 FEET EAST-NORTHEAST OF THE SOUTHEAST
 OC1972'LOOKOUT TOWER LEG AND 59.9 FEET NORTHEAST OF THE SOUTHEAST
 OC1972'CORNER OF THE CINDER BLOCK BUILDING.
 OC1972'
 OC1972'REFERENCE MARK 1 IS A STANDARD U.S.C. AND G.S. DISK STAMPED
 OC1972'MOUNT INDEPENDENCE NO 1 1849 1933, CEMENTED IN A DRILL HOLE IN A
 OC1972'2-1/2 BY 3 FOOT BOULDER WHICH PROJECTS 2 INCHES ABOVE THE
 OC1972'GROUND.  IT IS 7.0 FEET EAST OF A TRACK ROAD, 12.0 FEET NORTHWEST
 OC1972'OF A POLE WITH AN ANTENNA, 69.0 FEET NORTH OF THE NORTHWEST CORNER
 OC1972'OF THE CINDER BLOCK BUILDING AND 93.0 FEET NORTHWEST OF THE
 OC1972'NORTHEAST CORNER OF THE CYCLONE FENCE.
 OC1972'
 OC1972'REFERENCE MARK 2 IS A STANDARD U.S.C. AND G.S. DISK STAMPED
 OC1972'MOUNT INDEPENDENCE NO 2 1849 1933, SET IN A DRILL HOLE IN A 3 BY
 OC1972'3 FOOT BOULDER WHICH IS FLUSH WITH THE GROUND.  IT IS 49.1 FEET
 OC1972'EAST OF THE SOUTHEAST LOOKOUT TOWER LEG, 52.2 FEET SOUTHEAST OF
 OC1972'THE NORTHEAST LOOKOUT TOWER LEG, 52.5 FEET SOUTHEAST OF THE
 OC1972'NORTHEAST CORNER OF THE CYCLONE FENCE AND 72.3 FEET NORTHEAST OF
 OC1972'THE SOUTHEAST CORNER OF THE CINDER BLOCK BUILDING.
 OC1972'
 OC1972'NO AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 OC1972'
 OC1972'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 OC1972
 OC1972                          STATION RECOVERY (1977)
 OC1972
 OC1972'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (ALB)
 OC1972'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 OC1972'DESCRIBED BY R. C. ARNOLD IN 1975 AND FOUND TO BE IN GOOD
 OC1972'CONDITION.
 OC1972'
 OC1972'THE HEIGHT OF LIGHT ABOVE THE STATION WAS 26.9 METERS.
 OC1972'
 OC1972'NO MEASUREMENT WAS RECORDED BETWEEN REFERENCE MARKS 1 AND 2 AT
 OC1972'THIS TIME BECAUSE OF A POWER POLE ON LINE.
 OC1972'
 OC1972'RECOVERED BY JOHN R. HIGGINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1371 ***********************************************************************
 QG1371  DESIGNATION -  MT KINEO LOOKOUT TOWER 1955
 QG1371  PID         -  QG1371
 QG1371  STATE/COUNTY-  ME/PISCATAQUIS
 QG1371  USGS QUAD   -  MOUNT KINEO (1989)
 QG1371
 QG1371                         *CURRENT SURVEY CONTROL
 QG1371  ___________________________________________________________________
 QG1371* NAD 83(1996)-  45 41 59.25130(N)    069 44 01.40704(W)     ADJUSTED  
 QG1371* NAVD 88     -       545.     (meters)    1788.     (feet)  SCALED    
 QG1371  ___________________________________________________________________
 QG1371  LAPLACE CORR-           3.55  (seconds)                    DEFLEC99
 QG1371  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 QG1371
 QG1371  HORZ ORDER  -  THIRD
 QG1371
 QG1371.The horizontal coordinates were established by classical geodetic methods
 QG1371.and adjusted by the National Geodetic Survey in March 1998..
 QG1371
 QG1371.The orthometric height was scaled from a topographic map.
 QG1371
 QG1371.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1371
 QG1371.The geoid height was determined by GEOID03.
 QG1371
 QG1371;                    North         East     Units Scale Factor Converg.
 QG1371;SPC ME E     -   226,650.000   203,925.905   MT  1.00001344   -0 52 58.9
 QG1371;SPC ME W     -   318,594.150   933,716.933   MT  0.99998064   +0 18 35.5
 QG1371;UTM  19      - 5,060,954.971   442,879.601   MT  0.99964011   -0 31 30.5
 QG1371
 QG1371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1371!SPC ME E     -   0.99991849  x   1.00001344  =   0.99993193
 QG1371!SPC ME W     -   0.99991849  x   0.99998064  =   0.99989913
 QG1371!UTM  19      -   0.99991849  x   0.99964011  =   0.99955863
 QG1371
 QG1371                          SUPERSEDED SURVEY CONTROL
 QG1371
 QG1371  NAD 83(1992)-  45 41 59.25044(N)    069 44 01.40058(W) AD(       ) 3
 QG1371  NAD 83(1986)-  45 41 59.25357(N)    069 44 01.41240(W) AD(       ) 3
 QG1371  NAD 27      -  45 41 59.09600(N)    069 44 03.20600(W) AD(       ) 3
 QG1371
 QG1371.Superseded values are not recommended for survey control.
 QG1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1371.See file dsdata.txt to determine how the superseded data were derived.
 QG1371
 QG1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL4288060955(NAD 83)
 QG1371
 QG1371  HISTORY     - Date     Condition        Report By
 QG1371  HISTORY     - 1955     MONUMENTED       CGS
 QG1371
 QG1371                          STATION DESCRIPTION
 QG1371
 QG1371'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 QG1371'THE STATION IS LOCATED ABOUT 18 MILES AIRLINE NORTH NORTHWEST
 QG1371'OF GREENVILLE, 1-1/2 MILES NORTH NORTHEAST OF THE U.S. POST
 QG1371'OFFICE IN ROCKWOOD ON THE HIGHEST PART OF MOUNT KINEO.
 QG1371'
 QG1371'THE TOWER IS A MAINE STATE FOREST SERVICE LOOKOUT TOWER WITH A
 QG1371'10 FOOT SQUARE HOUSE, ABOUT 10 FEET HIGH ON TOP.  THE HOUSE IS
 QG1371'PAINTED WHITE AND HAS A POINTED ROOF.  IT IS 67 FEET FROM THE
 QG1371'GROUND TO THE TOP OF THE ROOF.  THE CENTER OF THE TOWER IS
 QG1371'8.432 FEET, 2.571 METERS NORTHEAST OF TRIANGULATION STATION
 QG1371'KINEO.  THE CENTER OF THE TOWER WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0531 ***********************************************************************
 OB0531  DESIGNATION -  MT MERRITT 2
 OB0531  PID         -  OB0531
 OB0531  STATE/COUNTY-  ME/SAGADAHOC
 OB0531  USGS QUAD   -  PHIPPSBURG (1957)
 OB0531
 OB0531                         *CURRENT SURVEY CONTROL
 OB0531  ___________________________________________________________________
 OB0531* NAD 83(1996)-  43 46 05.26651(N)    069 51 10.53105(W)     ADJUSTED  
 OB0531* NAVD 88     -        69.     (meters)     226.     (feet)  SCALED    
 OB0531  ___________________________________________________________________
 OB0531  LAPLACE CORR-           2.46  (seconds)                    DEFLEC99
 OB0531  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 OB0531
 OB0531  HORZ ORDER  -  SECOND
 OB0531
 OB0531.The horizontal coordinates were established by classical geodetic methods
 OB0531.and adjusted by the National Geodetic Survey in March 1998..
 OB0531
 OB0531.The orthometric height was scaled from a topographic map.
 OB0531
 OB0531.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0531
 OB0531.The geoid height was determined by GEOID03.
 OB0531
 OB0531;                    North         East     Units Scale Factor Converg.
 OB0531;SPC ME W     -   103,898.935   925,260.958   MT  0.99997451   +0 13 01.3
 OB0531;UTM  19      - 4,846,473.496   431,351.610   MT  0.99965796   -0 35 24.1
 OB0531
 OB0531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0531!SPC ME W     -   0.99999325  x   0.99997451  =   0.99996776
 OB0531!UTM  19      -   0.99999325  x   0.99965796  =   0.99965121
 OB0531
 OB0531|---------------------------------------------------------------------|
 OB0531| PID    Reference Object                     Distance      Geod. Az  |
 OB0531|                                                           dddmmss.s |
 OB0531| CE8336 MT MERRITT 2 RM 1                     4.688 METERS 08408     |
 OB0531| OB0378 MONHEGAN LIGHT                      APPROX.43.2 KM 0901809.4 |
 OB0531| CE8337 MT MERRITT 2 RM 2                     1.765 METERS 14114     |
 OB0531| OB0483 MORSE MT RADAR TOWER                APPROX. 4.0 KM 1464602.3 |
 OB0531|---------------------------------------------------------------------|
 OB0531
 OB0531                          SUPERSEDED SURVEY CONTROL
 OB0531
 OB0531  NAD 83(1992)-  43 46 05.26424(N)    069 51 10.52999(W) AD(       ) 2
 OB0531  NAD 83(1986)-  43 46 05.26995(N)    069 51 10.53549(W) AD(       ) 2
 OB0531  NAD 27      -  43 46 04.96800(N)    069 51 12.37100(W) AD(       ) 2
 OB0531
 OB0531.Superseded values are not recommended for survey control.
 OB0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0531.See file dsdata.txt to determine how the superseded data were derived.
 OB0531
 OB0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3135246473(NAD 83)
 OB0531_MARKER: DS = TRIANGULATION STATION DISK
 OB0531_SETTING: 66 = SET IN ROCK OUTCROP
 OB0531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OB0531+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2005
 OB0531
 OB0531  HISTORY     - Date     Condition        Report By
 OB0531  HISTORY     - 1933     MONUMENTED       CGS
 OB0531  HISTORY     - 1943     GOOD             CGS
 OB0531  HISTORY     - 1948     GOOD             CGS
 OB0531  HISTORY     - 1982     GOOD             USPSQD
 OB0531  HISTORY     - 1983     GOOD             USPSQD
 OB0531  HISTORY     - 19970625 GOOD             USPSQD
 OB0531  HISTORY     - 20050407 GOOD             INDIV
 OB0531
 OB0531                          STATION DESCRIPTION
 OB0531
 OB0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OB0531'THIS STATION IS ON MT. MERRITT, E OF SEBASCO HARBOR, AND IS ON
 OB0531'THE NW END OF THE SUMMIT JUST ABOVE A SHELF ON THE N SIDE.
 OB0531'
 OB0531'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 OB0531'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 OB0531'
 OB0531'THIS STATION IS AT THE APPROXIMATE CENTER OF A POLE WHICH WAS
 OB0531'IN THE CENTER OF A CEMENTED CAIRN OF ROCK WITH AN OLD REFERENCE
 OB0531'MARK NEARBY.  WHEN THE CAIRN WAS TORN DOWN NO MARK WAS FOUND ON
 OB0531'THE ROCK.  THE NEW STATION MARKER WAS PUT IN AS CLOSE TO THE
 OB0531'CENTER OF THE OLD POLE AS POSSIBLE.
 OB0531'
 OB0531'THE REFERENCE MARKS ARE ON THE TOP OF THE ROCK NEAR THE STATION.
 OB0531'
 OB0531'TO REACH STATION FROM THE WATER LAND AT SEBASCO HARBOR AND
 OB0531'FOLLOW THE ROAD PAST THE HOTEL TO THE MAIN ROAD.  CROSS THE MAIN
 OB0531'ROAD AND FOLLOW THE PATH UP THE HILL.  NEAR A STONE COTTAGE TAKE
 OB0531'THE RIGHT HAND TRAIL AND FOLLOW IT TO THE TOP OF THE HIGH BALD
 OB0531'ROCK SUMMIT OF MT. MERRITT.
 OB0531'
 OB0531'HEIGHT OF SIGNAL ABOVE STATION MARK - 11.97 METERS.
 OB0531
 OB0531                          STATION RECOVERY (1943)
 OB0531
 OB0531'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 OB0531'STATION AND REFERENCE MARKS 1 AND 2
 OB0531'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  ORIGINAL
 OB0531'DESCRIPTION SUBMITTED IN 1933 ADEQUATE.
 OB0531'
 OB0531'OBSERVATIONS MADE FROM A 4-FOOT STAND.
 OB0531
 OB0531                          STATION RECOVERY (1948)
 OB0531
 OB0531'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (HSS)
 OB0531'THE STATION MAY BE REACHED FROM BATH BY FOLLOWING ROUTE 209
 OB0531'SOUTH ABOUT 11 MILES TO ITS JUNCTION WITH ROUTE 217.  TURN RIGHT
 OB0531'ON ROUTE 217 AND PROCEED ABOUT 1.2 MILES TO THE SUMMER RESORT OF
 OB0531'SEBASCO ESTATES.  AT THIS POINT A PRIVATE DRIVEWAY LEADS OFF TO
 OB0531'THE RIGHT AND A ROAD LEADS TO THE LEFT IN THE DIRECTION OF A
 OB0531'HOTEL.  FOLLOW THE PRIVATE DRIVEWAY FOR ABOUT 300 FEET TO A
 OB0531'TRAIL WHICH BRANCHES OFF TO THE RIGHT, JUST AS THE DRIVEWAY
 OB0531'TURNS TO THE LEFT TOWARD A STONE COTTAGE.  THE TRAIL IS EASY
 OB0531'TO FOLLOW, ALTHOUGH NARROW, AND LEADS DIRECTLY TO THE
 OB0531'STATION, WHICH IS ON A LARGE EXPOSED LEDGE, WITH A GOOD VIEW
 OB0531'IN ALL DIRECTIONS.
 OB0531'
 OB0531'THE STATION MARK AND R.M. 1 WERE FOUND IN GOOD CONDITION,
 OB0531'COUNTERSUNK AND CEMENTED FIRMLY IN THE LEDGE, BUT R.M. 2 WAS
 OB0531'MISSING, AND IN THE PLACE WHERE IT SHOULD HAVE BEEN THERE WAS ONLY
 OB0531'A 1-INCH DRILL HOLE ABOUT 3 INCHES DEEP.  THERE WAS NO EVIDENCE
 OB0531'THAT A TABLET HAD ONCE BEEN COUNTERSUNK AND CEMENTED IN THE HOLE,
 OB0531'SO PROBABLY IT HAD BEEN MERELY WEDGED IN THE HOLE.
 OB0531'
 OB0531'THE REFERENCE MARK FOR STATION MOUNT MERRITT 1911, MENTIONED
 OB0531'IN PREVIOUS DESCRIPTIONS, WAS NOT FOUND AND MAY HAVE BEEN REMOVED
 OB0531'WHEN MOUNT MERRITT 2 WAS ESTABLISHED, OR MAY HAVE BEEN USED AS
 OB0531'R.M. 2, WHICH IS NOW MISSING.
 OB0531'
 OB0531'SEVEN RUSTY IRON BOLTS, WITH NUTS AND WASHERS, WERE NOTED, SET
 OB0531'IN THE LEDGE AT DISTANCE OF FROM 4.7 TO 8.4 FEET FROM THE
 OB0531'STATION, AND THEY HAD EVIDENTLY BEEN USED AS ANCHOR BOLTS FOR
 OB0531'SIGNAL STRUCTURES.  THERE WAS ALSO A SIMILAR BOLT, WITH A NUT,
 OB0531'38.4 FEET S OF THE STATION.
 OB0531
 OB0531                          STATION RECOVERY (1982)
 OB0531
 OB0531'RECOVERY NOTE BY US POWER SQUADRON 1982 (SLP)
 OB0531'VERIFICATION W/PICTURES IS SUBMITTED FOR THE US COAST AND GEODETIC
 OB0531'SURVEY MARKER LOCATED ON MT MERRITT, NEAREST P.O. - SEBASCO,
 OB0531'SAGADAHOC COUNTY, MAINE.  THE MARKER INSTALLED IN 1933 IS IN GOOD
 OB0531'CONDITION AND SHOULD LAST ANOTHER 50 YEARS.  THE INSCRIPTION OF
 OB0531'THE STANDARD MARKER IS MT MERRITT2-1933.
 OB0531
 OB0531                          STATION RECOVERY (1983)
 OB0531
 OB0531'RECOVERY NOTE BY US POWER SQUADRON 1983 (DAP)
 OB0531'MT MERRITT 2-1933 RECOVERED GOOD.
 OB0531'RECOVERED AS DESCRIBED.  DESCRIPTION IS COMPLETE AND ADEQUATE.
 OB0531
 OB0531                          STATION RECOVERY (1997)
 OB0531
 OB0531'RECOVERY NOTE BY US POWER SQUADRON 1997
 OB0531'RECOVERED IN GOOD CONDITION.
 OB0531
 OB0531                          STATION RECOVERY (2005)
 OB0531
 OB0531'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JJR)
 OB0531'THE STATION WAS RECOVERED IN EXCELLENT CONDITION.  BE SURE TO STAY ON
 OB0531'THE MAIN TRAIL TO THE LEDGE, SINCE THERE ARE SEVERAL TURN OFFS.
 OB0531'NEITHER RM1 NOR RM 2 WAS RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1139 ***********************************************************************
 PD1139  DESIGNATION -  MT MITTEN FIRE TOWER 1949
 PD1139  PID         -  PD1139
 PD1139  STATE/COUNTY-  ME/WASHINGTON
 PD1139  USGS QUAD   -  COLUMBIA FALLS (1977)
 PD1139
 PD1139                         *CURRENT SURVEY CONTROL
 PD1139  ___________________________________________________________________
 PD1139* NAD 83(1996)-  44 43 20.06829(N)    067 40 05.73224(W)     ADJUSTED  
 PD1139* NAVD 88     -       137.     (meters)     449.     (feet)  SCALED    
 PD1139  ___________________________________________________________________
 PD1139  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 PD1139  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 PD1139
 PD1139  HORZ ORDER  -  THIRD
 PD1139
 PD1139.The horizontal coordinates were established by classical geodetic methods
 PD1139.and adjusted by the National Geodetic Survey in March 1998..
 PD1139
 PD1139.The orthometric height was scaled from a topographic map.
 PD1139
 PD1139.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1139
 PD1139.The geoid height was determined by GEOID03.
 PD1139
 PD1139;                    North         East     Units Scale Factor Converg.
 PD1139;SPC ME E     -   117,616.073   365,889.661   MT  0.99995337   +0 35 07.1
 PD1139;UTM  19      - 4,952,958.242   605,467.554   MT  0.99973678   +0 56 13.9
 PD1139
 PD1139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD1139!SPC ME E     -   0.99998222  x   0.99995337  =   0.99993559
 PD1139!UTM  19      -   0.99998222  x   0.99973678  =   0.99971901
 PD1139
 PD1139                          SUPERSEDED SURVEY CONTROL
 PD1139
 PD1139  NAD 83(1992)-  44 43 20.06502(N)    067 40 05.72985(W) AD(       ) 3
 PD1139  NAD 83(1986)-  44 43 20.06139(N)    067 40 05.73224(W) AD(       ) 3
 PD1139  NAD 27      -  44 43 19.79000(N)    067 40 07.74500(W) AD(       ) 3
 PD1139
 PD1139.Superseded values are not recommended for survey control.
 PD1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1139.See file dsdata.txt to determine how the superseded data were derived.
 PD1139
 PD1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK0546852958(NAD 83)
 PD1139
 PD1139  HISTORY     - Date     Condition        Report By
 PD1139  HISTORY     - 1949     MONUMENTED       CGS
 PD1139
 PD1139                          STATION DESCRIPTION
 PD1139
 PD1139'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (ERM)
 PD1139'STATION IS WEATHER VANE ATOP 50-FOOT FIRE TOWER NEAR MITTEN MOUNT,
 PD1139'1850.  LOCALITY - CENTERVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1146 ***********************************************************************
 PF1146  DESIGNATION -  MT PLEASANT LOOKOUT TOWER 1958
 PF1146  PID         -  PF1146
 PF1146  STATE/COUNTY-  ME/OXFORD
 PF1146  USGS QUAD   -  PLEASANT MTN (1963)
 PF1146
 PF1146                         *CURRENT SURVEY CONTROL
 PF1146  ___________________________________________________________________
 PF1146* NAD 83(1996)-  44 01 37.32391(N)    070 49 20.36442(W)     ADJUSTED  
 PF1146* NAVD 88     -                                                        
 PF1146  ___________________________________________________________________
 PF1146  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 PF1146  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 PF1146
 PF1146  HORZ ORDER  -  THIRD
 PF1146
 PF1146.The horizontal coordinates were established by classical geodetic methods
 PF1146.and adjusted by the National Geodetic Survey in March 1998..
 PF1146
 PF1146
 PF1146.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1146
 PF1146.The geoid height was determined by GEOID03.
 PF1146
 PF1146;                    North         East     Units Scale Factor Converg.
 PF1146;SPC ME W     -   132,826.134   847,437.861   MT  1.00000063   -0 27 20.5
 PF1146;SPC NH       -   169,991.269   367,688.629   MT  1.00002300   +0 35 12.6
 PF1146;SPC NH       -   557,713.02  1,206,325.11   sFT  1.00002300   +0 35 12.6
 PF1146;UTM  19      - 4,876,489.845   353,962.318   MT  0.99986231   -1 16 00.2
 PF1146
 PF1146                          SUPERSEDED SURVEY CONTROL
 PF1146
 PF1146  NAD 83(1992)-  44 01 37.32402(N)    070 49 20.36696(W) AD(       ) 4
 PF1146  NAD 83(1986)-  44 01 37.33270(N)    070 49 20.37060(W) AD(       ) 4
 PF1146  NAD 27      -  44 01 37.07745(N)    070 49 22.13843(W) AD(       ) 3
 PF1146
 PF1146.Superseded values are not recommended for survey control.
 PF1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1146.See file dsdata.txt to determine how the superseded data were derived.
 PF1146
 PF1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ5396276490(NAD 83)
 PF1146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PF1146+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2004
 PF1146
 PF1146  HISTORY     - Date     Condition        Report By
 PF1146  HISTORY     - 1958     MONUMENTED       CGS
 PF1146  HISTORY     - 1976     SEE DESCRIPTION  NGS
 PF1146  HISTORY     - 1988     GOOD             USPSQD
 PF1146  HISTORY     - 20040605 GOOD             GEOCAC
 PF1146
 PF1146                          STATION DESCRIPTION
 PF1146
 PF1146'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 PF1146'THE STATION IS LOCATED ON THE SUMMIT OF PLEASANT MOUNTAIN
 PF1146'APPROXIMATELY 8 MILES EAST OF FRYEBURG AND 1.5 MILES WEST OF
 PF1146'MOOSE POND.
 PF1146'
 PF1146'A TRAVERSE CONNECTION WAS MADE TO THE CENTER OF THE LOOKOUT
 PF1146'TOWER FROM TRIANGULATION STATION MT PLEASANT 1853 (OLD), THE
 PF1146'DISTANCE BEING 20.420 METERS (66.99 FEET) NORTH-NORTHEAST OF
 PF1146'STATION MT PLEASANT 1853 (OLD).
 PF1146
 PF1146                          STATION RECOVERY (1976)
 PF1146
 PF1146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 PF1146'THE STATION WAS RECOVERED AS DESCRIBED BY W.E. RANDALL
 PF1146'IN 1958.  A TRAVERSE CONNECTION WAS MADE TO THE CENTER OF
 PF1146'THE LOOKOUT TOWER FROM TRIANGULATION STATION MT PLEASANT
 PF1146'OLD, THE DISTANCE BEING 20.443 METERS.
 PF1146'
 PF1146'DESCRIBED BY GREGORY S. NELSON
 PF1146
 PF1146                          STATION RECOVERY (1988)
 PF1146
 PF1146'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBD)
 PF1146'RECOVERED IN GOOD CONDITION.
 PF1146
 PF1146                          STATION RECOVERY (2004)
 PF1146
 PF1146'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 PF1146'FOUND THIS TO BE IN GOOD CONDITION AT THE GIVEN CO-ORDINATES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1147 ***********************************************************************
 PF1147  DESIGNATION -  MT PLEASANT NEW
 PF1147  PID         -  PF1147
 PF1147  STATE/COUNTY-  ME/OXFORD
 PF1147  USGS QUAD   -  PLEASANT MTN (1963)
 PF1147
 PF1147                         *CURRENT SURVEY CONTROL
 PF1147  ___________________________________________________________________
 PF1147* NAD 83(1996)-  44 01 36.36775(N)    070 49 20.02270(W)     ADJUSTED  
 PF1147* NAVD 88     -       614.9    (meters)    2017.     (feet)  VERTCON   
 PF1147  ___________________________________________________________________
 PF1147  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 PF1147  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 PF1147
 PF1147  HORZ ORDER  -  FIRST
 PF1147
 PF1147.The horizontal coordinates were established by classical geodetic methods
 PF1147.and adjusted by the National Geodetic Survey in March 1998..
 PF1147
 PF1147.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF1147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF1147
 PF1147.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1147
 PF1147.The geoid height was determined by GEOID03.
 PF1147
 PF1147;                    North         East     Units Scale Factor Converg.
 PF1147;SPC ME W     -   132,796.562   847,445.236   MT  1.00000062   -0 27 20.2
 PF1147;SPC NH       -   169,961.836   367,696.541   MT  1.00002301   +0 35 12.8
 PF1147;SPC NH       -   557,616.46  1,206,351.07   sFT  1.00002301   +0 35 12.8
 PF1147;UTM  19      - 4,876,460.177   353,969.273   MT  0.99986228   -1 15 60.0
 PF1147
 PF1147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1147!SPC ME W     -   0.99990785  x   1.00000062  =   0.99990847
 PF1147!SPC NH       -   0.99990785  x   1.00002301  =   0.99993086
 PF1147!UTM  19      -   0.99990785  x   0.99986228  =   0.99977015
 PF1147
 PF1147:                Primary Azimuth Mark                     Grid Az
 PF1147:SPC ME W     -  CAPE SMALL                               109 28 19.4
 PF1147:SPC NH       -  CAPE SMALL                               108 25 46.4
 PF1147:UTM  19      -  CAPE SMALL                               110 16 59.2
 PF1147
 PF1147|---------------------------------------------------------------------|
 PF1147| PID    Reference Object                     Distance      Geod. Az  |
 PF1147|                                                           dddmmss.s |
 PF1147| OB0554 CAPE SMALL                          APPROX.83.2 KM 1090059.2 |
 PF1147|---------------------------------------------------------------------|
 PF1147
 PF1147                          SUPERSEDED SURVEY CONTROL
 PF1147
 PF1147  NAD 83(1992)-  44 01 36.36787(N)    070 49 20.02526(W) AD(       ) 1
 PF1147  NAD 83(1986)-  44 01 36.37616(N)    070 49 20.02794(W) AD(       ) 1
 PF1147  NAD 27      -  44 01 36.12300(N)    070 49 21.79600(W) AD(       ) 1
 PF1147  NGVD 29 (07/19/86)  615.0    (m)         2018.     (f) VERT ANG       
 PF1147
 PF1147.Superseded values are not recommended for survey control.
 PF1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1147.See file dsdata.txt to determine how the superseded data were derived.
 PF1147
 PF1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ5396976460(NAD 83)
 PF1147
 PF1147  HISTORY     - Date     Condition        Report By
 PF1147  HISTORY     - 1853     MONUMENTED       CGS
 PF1147  HISTORY     - 1927     SEE DESCRIPTION  CGS
 PF1147  HISTORY     - 1930     SEE DESCRIPTION  CGS
 PF1147  HISTORY     - 1935     SEE DESCRIPTION  MEGS
 PF1147  HISTORY     - 1953     SEE DESCRIPTION  CGS
 PF1147  HISTORY     - 20040605 MARK NOT FOUND   GEOCAC
 PF1147
 PF1147                          STATION DESCRIPTION
 PF1147
 PF1147'DESCRIBED BY COAST AND GEODETIC SURVEY 1853 (ADB)
 PF1147'ON PLEASANT MOUNTAIN, WHICH IS ABOUT 6 MILES W OF BRIDGTON AND IS
 PF1147'BETWEEN 2,000 AND 3,000 FEET HEIGHT.  THE ORIGINAL STATION WAS ON
 PF1147'THE SUMMIT OF THE MOUNTAIN AND WAS MARKED BY A COPPER BOLT SET
 PF1147'IN THE ROCK ABOUT A FOOT BELOW THE SURFACE OF THE GROUND.  THE
 PF1147'ERECTION OF A NEW HOTEL ON THE SUMMIT CUT OFF THE LINE TO MOUNT
 PF1147'BLUE AND IT BECAME NECESSARY TO CHANGE THE STATION POINT.  THE
 PF1147'NEW STATION IS 16.922 METERS TO THE SE OF THE OLD ONE, AND ON
 PF1147'THE LINE TO MOUNT INDEPENDENCE, AND IS ALSO MARKED BY A COPPER
 PF1147'BOLT.  IT IS UNDER THE SOIL MADE ON THE ROCK AND IS ABOUT 4
 PF1147'FEET LOWER IN ELEVATION THAN THE OLD ONE.  THE NEW STATION IS
 PF1147'ALSO 86.16 FEET FROM THE SW CORNER OF THE HOTEL AND 115.67
 PF1147'FEET FROM THE SE CORNER OF THE BOWLING ALLEY.
 PF1147
 PF1147                          STATION RECOVERY (1927)
 PF1147
 PF1147'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1927 (CMD)
 PF1147'THE HOTEL IS NOW DESTROYED.  FIRE LOOKOUT TOWER NOW ON TOP OF THE
 PF1147'MOUNTAIN.  BOTH SET OF MARKS RECOVERED.  THE LATER STATION MARK
 PF1147'WAS ABOUT A FOOT UNDER EARTH.  LINE TO MOUNT BLUE IS NOW CLEAR
 PF1147'FROM BOTH STATIONS.  TRAIL FROM MOUNTAIN AQUA COTTAGE AT FOOT
 PF1147'OF MOUNTAIN ON W SIDE.
 PF1147
 PF1147                          STATION RECOVERY (1930)
 PF1147
 PF1147'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (RLP)
 PF1147'ABOUT 6 MILES W OF BRIDGTON, ON THE HIGHEST POINT OF PLEASANT
 PF1147'MOUNTAIN, A WELL-KNOWN PEAK OF 2,007 FEET ELEVATION.  THIS IS
 PF1147'THE HIGHEST PEAK IN THE VICINITY.
 PF1147'
 PF1147'THE HOTEL MENTIONED IN THE DESCRIPTION HAS BEEN DESTROYED AND
 PF1147'THE STATION NOW SEES AROUND THE ENTIRE HORIZON EXCEPT FOR A
 PF1147'SMALL SECTION CUT OUT BY THE LEGS OF FIRE LOOKOUT TOWER NNE OF
 PF1147'THE STATION.  THE SW LEG OF THIS TOWER BEARS N 12-1/2 DEG E,
 PF1147'TRUE, AND IS DISTANT 17.83 METERS FROM STATION.
 PF1147'
 PF1147'THE STATION IS MARKED BY A COPPER BOLT SET IN A LARGE SOLID ROCK
 PF1147'OUTCROP, THIS OUTCROP IS ABOVE THE GENERAL GROUND LEVEL AND THE
 PF1147'MARK IS BARE AND NOT UNDERGROUND AS STATED.
 PF1147'
 PF1147'A LATER STATION, MARKED BY A COPPER BOLT SET IN ROCK, IS 1 FOOT
 PF1147'UNDERGROUND AND 16.92 METERS SE OF THE ORIGINAL STATION, DESCRIBED
 PF1147'ABOVE.  IT IS ABOUT 4 OR 5 FEET LOWER THAN THE ORIGINAL STATION.
 PF1147'
 PF1147'THE STATION IS BEST REACHED FROM THE W SIDE, WHERE A GOOD
 PF1147'TRAIL LEADS IN FROM THE HIGHWAY TO THE SUMMIT OF THE
 PF1147'MOUNTAIN.  BECAUSE OF UNSAFE BRIDGES, TRUCKS CANNOT BE TAKEN IN
 PF1147'CLOSER THAN ABOUT 2 MILES OF THE STATION.  IN NO CASE COULD
 PF1147'TRUCKS OR WAGONS BE TAKEN IN FARTHER THAN THE HALF-WAY HOUSE,
 PF1147'WHICH IS ABOUT A MILE AND A QUARTER FROM THE SUMMIT.
 PF1147
 PF1147                          STATION RECOVERY (1935)
 PF1147
 PF1147'RECOVERY NOTE BY MAINE GEODETIC SURVEY 1935
 PF1147'OLD MARK ON EXPOSED LEDGE.  NEW MARK WAS COVERED BY ABOUT 1 FOOT
 PF1147'OF EARTH, NOW COVERED BY CAIRN.  LEDGE AROUND NEW MARK
 PF1147'DISINTEGRATED TO SOME EXTENT, OLD MARK IS IN BETTER
 PF1147'CONDITION.  OLD MARK 58.6 FEET SSW OF SW LEG OF FIRE TOWER.  NEW
 PF1147'MARK 92 FEET S FROM SE LEG OF FIRE TOWER.
 PF1147
 PF1147                          STATION RECOVERY (1953)
 PF1147
 PF1147'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (HSS)
 PF1147'THE STATION IS ON PLEASANT MOUNTAIN, ABOUT 6 MI. WSW OF THE TOWN
 PF1147'OF BRIDGTON.  THERE ARE SEVERAL TRAILS ON THE MTN., THE BEST
 PF1147'BEING THE ONE USED BY THE FIRE WATCHMAN, ON THE W SIDE.  FROM
 PF1147'THE WESTERN JCT. OF ROUTES 302 AND 117, NEAR THE W EDGE OF THE
 PF1147'BUSINESS PART OF BRIDGTON, PROCEED W ON ROUTE 302 8.0 MI., TURN
 PF1147'LEFT (S) ON A DIRT ROAD AND GO 1.1 MI. TO A FARM AT THE FOOT OF
 PF1147'THE TRAIL.  THE FIRE WATCHMAN DRIVES HIS CAR TO HIS CABIN ABOUT
 PF1147'A THIRD OF THE WAY UP THE TRAIL BUT THE ROAD IS ROUGH IN
 PF1147'PLACES AND VISITORS TO THE MTN. LEAVE THEIR CARS AT THE FARM.
 PF1147'THE TRAIL IS MUCH USED AND IS EASY TO FOLLOW, THE CLIMB TAKING
 PF1147'ABOUT 1-1/2 HRS.  THE SUMMIT IS OWNED BY THE STATE OF MAINE AND
 PF1147'THE VIEW IS MOSTLY UNOBSTRUCTED, EXCEPT BY SCATTERED TREES AND
 PF1147'BUSHES.  THE FIRE LOOKOUT TOWER REMAINS AS PREVIOUSLY
 PF1147'DESCRIBED, BUT THE DISTANCES FROM IT TO THE TWO STATIONS
 PF1147'WERE NOT CHECKED ON THIS VISIT.  THERE ARE TWO MARKED POINTS
 PF1147'ON THE SUMMIT, AS STATED IN PREVIOUS PUBLISHED DESCRIPTIONS,
 PF1147'THE OLDER ONE BEING A COPPER BOLT, ABOUT 13 OR 14 FT. W OF
 PF1147'THE HIGHEST PART OF AN EXPOSED LEDGE.  THE BOLT IS FIRMLY
 PF1147'IN PLACE BUT THE HEAD IS SOMEWHAT BATTERED.  IRON RODS,
 PF1147'EVIDENTLY OLD GUY ANCHORS, ARE SET IN THE LEDGE, ROUGHLY 9.1
 PF1147'FT. N, 10.6 FT. SE AND 8.8 FT. W OF THE BOLT.  SMALL
 PF1147'DRILL HOLES IN RANGE WITH OTHER STATIONS WERE FOUND AT
 PF1147'APPROXIMATELY THE FOLLOWING DISTANCES, IN FEET, FROM THE
 PF1147'BOLT--MT. BLUE 55.0, SEBATTUS 12.5, RAGGED MTN. 14.4, CAPE SMALL
 PF1147'11.1, MT. INDEPENDENCE 10.8, OSSIPEE 44.8, AGAMENTICUS
 PF1147'43.0.  INFORMATION RECEIVED FROM THE WASHINGTON OFFICE, DATED
 PF1147'OCTOBER 7, 1952, IS AS FOLLOWS--APPARENTLY MOUNT PLEASANT WAS
 PF1147'ESTABLISHED AND OBSERVED IN 1847 AND 1849 AND A HOTEL WAS BUILT
 PF1147'BEFORE ALL THE OBSERVATIONS IN CONNECTION WITH THE STATION WERE
 PF1147'COMPLETED.  THE NEW STATION WAS ESTABLISHED IN 1851 AND ALL
 PF1147'OBSERVATIONS REDUCED TO IT.  THE FIRST STATION SEEMS TO HAVE
 PF1147'BEEN TREATED AS AN ECCENTRIC AND A POSITION GIVEN ONLY FOR
 PF1147'THE 1851 STATION WHICH WAS DESCRIBED AS A NEW STATION BUT NOT
 PF1147'DESIGNATED AS A 2 STATION.  IT APPEARS, THEREFORE, THAT
 PF1147'THE NEWER POINT IS THE TRUE STATION AND THAT THE GEOGRAPHIC
 PF1147'POSITION AND OTHER DATA REFERRING TO MOUNT PLEASANT 1853
 PF1147'APPLY TO IT RATHER THAN TO THE ORIGINAL POINT.  ACCORDING TO
 PF1147'THE PUBLISHED DESCRIPTION THE NEWER POINT (THE TRUE
 PF1147'STATION) IS 16.922 METERS FROM THE OLDER ONE, ON THE LINE TO
 PF1147'MOUNT INDEPENDENCE, BUT THE DISTANCE WAS ONLY VERY ROUGHLY
 PF1147'CHECKED DURING THIS VISIT.  THE BOLT WHICH MARKS THE TRUE
 PF1147'STATION MIGHT WELL BE CALLED A RIVET, AS THE SHANK IS LESS
 PF1147'THAN 1-1/4 INCHES LONG AND ABOUT 1/2 INCH IN DIAMETER.  THE
 PF1147'ROUNDED HEAD, WITH A CROSS IN IT, IS A LITTLE OVER AN INCH IN
 PF1147'DIAMETER.  THE LEDGE IN WHICH THE BOLT IS PLACED IS A
 PF1147'FOOT OR MORE BELOW THE LEVEL OF THE GROUND AND THE LEDGE IS IN POOR
 PF1147'CONDITION, BEING FRACTURED SO MUCH THAT THE BOLT COULD BE EASILY
 PF1147'LIFTED OUT WITH THE FINGERS.  IT WAS REPLACED AND COVERED WITH
 PF1147'SEVERAL STONES, ABOUT LEVEL WITH THE SURFACE.  THERE SEEMS TO BE
 PF1147'LITTLE DANGER, HOWEVER, THAT THE POSITION WILL BE LOST AS LONG AS
 PF1147'THE ECCENTRIC STATION REMAINS IN ITS PRESENT GOOD CONDITION.
 PF1147'
 PF1147'NOTE.  THE OBSERVATIONS AT SOME OF THE EARLY STATIONS EXTENDED
 PF1147'OVER A PERIOD OF SEVERAL YEARS AND THE DATES ASSIGNED TO THE
 PF1147'STATIONS MAY, AS IN THIS CASE, BE MUCH LATER THAN THE DATES WHEN
 PF1147'THEY WERE FIRST OCCUPIED.
 PF1147
 PF1147                          STATION RECOVERY (2004)
 PF1147
 PF1147'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 PF1147'THREE OF US SPENT AN HOUR MEASURING, SEARCHING, PROBING AND DIGGING
 PF1147'WITHOUT FINDING THIS MARK. ALL RELATED REFERENCE ITEMS ARE INTACT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1145 ***********************************************************************
 PF1145  DESIGNATION -  MT PLEASANT OLD
 PF1145  PID         -  PF1145
 PF1145  STATE/COUNTY-  ME/OXFORD
 PF1145  USGS QUAD   -  PLEASANT MTN (1963)
 PF1145
 PF1145                         *CURRENT SURVEY CONTROL
 PF1145  ___________________________________________________________________
 PF1145* NAD 83(1996)-  44 01 36.69165(N)    070 49 20.63609(W)     ADJUSTED  
 PF1145* NAVD 88     -       609.06   (+/-2cm)    1998.2    (feet)  VERTCON   
 PF1145  ___________________________________________________________________
 PF1145  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 PF1145  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 PF1145
 PF1145  HORZ ORDER  -  FIRST
 PF1145  VERT ORDER  -  THIRD ? (See Below)
 PF1145
 PF1145.The horizontal coordinates were established by classical geodetic methods
 PF1145.and adjusted by the National Geodetic Survey in March 1998..
 PF1145
 PF1145.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF1145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF1145.The vertical order pertains to the NGVD 29 superseded value.
 PF1145
 PF1145.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1145
 PF1145.The geoid height was determined by GEOID03.
 PF1145
 PF1145;                    North         East     Units Scale Factor Converg.
 PF1145;SPC ME W     -   132,806.668   847,431.656   MT  1.00000064   -0 27 20.7
 PF1145;SPC NH       -   169,971.693   367,682.779   MT  1.00002299   +0 35 12.4
 PF1145;SPC NH       -   557,648.80  1,206,305.92   sFT  1.00002299   +0 35 12.4
 PF1145;UTM  19      - 4,876,470.472   353,955.839   MT  0.99986233   -1 16 00.4
 PF1145
 PF1145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1145!SPC ME W     -   0.99990876  x   1.00000064  =   0.99990940
 PF1145!SPC NH       -   0.99990876  x   1.00002299  =   0.99993175
 PF1145!UTM  19      -   0.99990876  x   0.99986233  =   0.99977111
 PF1145
 PF1145:                Primary Azimuth Mark                     Grid Az
 PF1145:SPC ME W     -  BURNELL                                  009 16 34.5
 PF1145:SPC NH       -  BURNELL                                  008 14 01.4
 PF1145:UTM  19      -  BURNELL                                  010 05 14.2
 PF1145
 PF1145|---------------------------------------------------------------------|
 PF1145| PID    Reference Object                     Distance      Geod. Az  |
 PF1145|                                                           dddmmss.s |
 PF1145| PF1138 BURNELL                             APPROX.17.9 KM 0084913.8 |
 PF1145| PF1146 MT PLEASANT LOOKOUT TOWER 1958       20.431 METERS 01713     |
 PF1145| CE8572 MT PLEASANT OLD RM 1                  3.820 METERS 07731     |
 PF1145| PF1147 MT PLEASANT NEW                      16.927 METERS 12612     |
 PF1145| OC2771 APT BCN E SLOPES REGIONAL APT       APPROX.11.1 KM 2473504.5 |
 PF1145| OC1323 CONWAY RADIO STATION WBNC MAST      APPROX.23.7 KM 2572508.0 |
 PF1145| CE8571 MT PLEASANT OLD AZ MK                              3143419.7 |
 PF1145| CE8573 MT PLEASANT OLD RM 2                  4.969 METERS 33121     |
 PF1145|---------------------------------------------------------------------|
 PF1145
 PF1145                          SUPERSEDED SURVEY CONTROL
 PF1145
 PF1145  NAD 83(1992)-  44 01 36.69177(N)    070 49 20.63864(W) AD(       ) 1
 PF1145  NAD 83(1986)-  44 01 36.70035(N)    070 49 20.64188(W) AD(       ) 1
 PF1145  NAD 27      -  44 01 36.44690(N)    070 49 22.40940(W) AD(       ) 1
 PF1145  NGVD 29 (07/19/86)  609.20   (m)         1998.7    (f) LEVELING    3  
 PF1145
 PF1145.Superseded values are not recommended for survey control.
 PF1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1145.See file dsdata.txt to determine how the superseded data were derived.
 PF1145
 PF1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ5395676470(NAD 83)
 PF1145
 PF1145  HISTORY     - Date     Condition        Report By
 PF1145  HISTORY     - 1853     MONUMENTED       CGS
 PF1145  HISTORY     - 1958     SEE DESCRIPTION  CGS
 PF1145  HISTORY     - 1962     SEE DESCRIPTION  CGS
 PF1145  HISTORY     - 1976     SEE DESCRIPTION  NGS
 PF1145  HISTORY     - 1988     GOOD             USPSQD
 PF1145  HISTORY     - 20040605 POOR             GEOCAC
 PF1145
 PF1145                          STATION DESCRIPTION
 PF1145
 PF1145'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 PF1145'BOTH STATION PINS WERE RECOVERED.  THE OLD PIN IS IN GOOD
 PF1145'CONDITION.  THE NEW PIN WHICH IS SET IN A DRILL HOLE IN BEDROCK
 PF1145'ABOUT 1 FOOT BENEATH THE SURFACE OF THE GROUND IS IN VERY POOR
 PF1145'CONDITION.  THE NEW PIN IS SO LOOSE THAT YOU CAN LIFT IT FROM
 PF1145'THE DRILL HOLE WITH YOUR FINGERS AND THE BEDROCK, IN WHICH IT IS
 PF1145'SET, IS FRACTURED.  IN OUR RECORDS THE LOOSE PIN IS REFERRED TO
 PF1145'AS MT PLEASANT 1853 (NEW).  CHECK ANGLES SHOWED THE PREVIOUS
 PF1145'G.P. WAS OVER THE LOOSE PIN.  A TRAVERSE G.P. WAS COMPUTED TO
 PF1145'THE SOLID PIN WHICH IS REFERRED TO IN OUR RECORDS AS MT
 PF1145'PLEASANT 1853 (OLD).  THE SOLID PIN WAS USED BY THIS PARTY
 PF1145'FOR THE STATION MARK.
 PF1145'
 PF1145'REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND AN AZIMUTH MARK
 PF1145'WERE ESTABLISHED.
 PF1145'
 PF1145'A COMPLETE NEW DESCRIPTION FOLLOWS--
 PF1145'
 PF1145'THE STATION IS LOCATED ON THE SUMMIT OF PLEASANT MOUNTAIN
 PF1145'APPROXIMATELY 8 MILES EAST OF FRYEBURG AND 1.5 MILES WEST OF MOOSE
 PF1145'POND.  IT IS ON PROPERTY OF THE STATE OF MAINE FOREST SERVICE.
 PF1145'
 PF1145'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 302 AND
 PF1145'STATE HIGHWAYS 5 AND 113 IN FRYEBURG, GO EAST ON U.S. HIGHWAY
 PF1145'302 AND STATE HIGHWAY 5 FOR 0.5 MILE TO FORK WHERE HIGHWAYS
 PF1145'SEPARATE, TAKE RIGHT FORK AND FOLLOW U.S. HIGHWAY 302 FOR 2.7
 PF1145'MILES TO A STEEL BRIDGE, CROSS BRIDGE AND CONTINUE EASTERLY ON
 PF1145'U.S. HIGHWAY 302 FOR 1.1 MILES TO THE BRIDGE OVER DEAD LAKE
 PF1145'STREAM, CONTINUE ON U.S. HIGHWAY 302 FOR 2.45 MILES TO A SIDE
 PF1145'ROAD RIGHT AT THE TOP OF A SMALL HILL.  (CONTINUE STRAIGHT
 PF1145'AHEAD FOR 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT.) TURN
 PF1145'RIGHT AND FOLLOW DIRT ROAD SOUTH FOR 1.2 MILES TO A SIDE ROAD
 PF1145'ON THE LEFT JUST BEFORE YELLOW HOUSE ON THE LEFT AND
 PF1145'YELLOW BARN ON THE RIGHT, TURN LEFT AND FOLLOW NARROW ROAD FOR
 PF1145'1.2 MILES TO THE RANGER CAMP AND END OF 2-WHEEL DRIVE TRUCK
 PF1145'TRAVEL.  FROM HERE A JEEP CAN BE DRIVEN TO THE STATION.
 PF1145'CONTINUE UPHILL ON NARROW AND ROCKY ROAD FOR ABOUT 1.0 MILE
 PF1145'TO THE SUMMIT AND THE STATION.
 PF1145'
 PF1145'STATION MARK IS A BRASS PIN CEMENTED IN A DRILL HOLE IN A LARGE
 PF1145'MASS OF OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 3 FEET.  IT IS
 PF1145'59 FEET SOUTHWEST OF THE SOUTHWEST LEG OF THE LOOKOUT TOWER AND
 PF1145'53 FEET SOUTHWEST OF THE SOUTHEAST LEG OF THE LOOKOUT TOWER.
 PF1145'
 PF1145'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED MT PLEASANT NO 1 1853
 PF1145'OLD, IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS
 PF1145'54.5 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST LEG OF THE LOOKOUT
 PF1145'TOWER.  (NOTE 12A)
 PF1145'
 PF1145'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED MT PLEASANT NO 2 1853
 PF1145'OLD, IS CEMENTED IN A DRILL HOLE IN A FLAT BEDROCK.  IT IS 48 FEET
 PF1145'SOUTHWEST OF THE SOUTHWEST LEG OF THE LOOKOUT TOWER.  (NOTE 12A)
 PF1145'
 PF1145'AZIMUTH MARK, A STANDARD DISK STAMPED MT PLEASANT 1853 OLD, IS
 PF1145'CEMENTED IN A DRILL HOLE IN AN IRREGULAR SHAPED BOULDER WHICH
 PF1145'PROJECTS ABOUT 1.5 FEET.  IT IS 107 FEET EAST OF A POWER POLE WITH
 PF1145'TRANSFORMER AND 26 FEET SOUTH-SOUTHEAST OF THE CENTER OF
 PF1145'U.S. HIGHWAY 302.  (NOTE 17C)
 PF1145
 PF1145                          STATION RECOVERY (1962)
 PF1145
 PF1145'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JDB)
 PF1145'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 PF1145'CONDITION.  THE OLD STATION AS DESCRIBED BY W.E.R. IN 1958 WAS
 PF1145'USED AS THE STATION MARK AND THIS DESCRIPTION IS ADEQUATE.
 PF1145'
 PF1145'THE LAST 1-1/4 MILE CAN BE DRIVEN ONLY BY A SHORT-WHEEL BASE JEEP.
 PF1145
 PF1145                          STATION RECOVERY (1976)
 PF1145
 PF1145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 PF1145'ALL MARKS WERE RECOVERED AS DESCRIBED BY W.E.R. IN 1958. THE
 PF1145'AZIMUTH MARK WAS NOT OBSERVED AT THIS TIME AS IT WAS OBSTRUCTED
 PF1145'BY TREES. THE DIRECTIONS TO REFERENCE MARKS 1 AND 2 AND MT
 PF1145'PLEASANT NEW CHECKED. THE DISTANCES TO REFERENCE MARKS 1 AND 2
 PF1145'CHECKED. HOWEVER A LONGER DISTANCE OF 0.031 METERS WAS NOTED TO
 PF1145'MT PLEASANT NEW. MT PLEASANT NEW IS STILL LOOSE IN THE DRILL
 PF1145'HOLE.
 PF1145'
 PF1145'THE HEIGHT OF LIGHT ABOVE THE STATION WAS 15.1 METERS.
 PF1145'
 PF1145'RECOVERED BY JOHN R. HIGGINS.
 PF1145
 PF1145                          STATION RECOVERY (1988)
 PF1145
 PF1145'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBD)
 PF1145'RECOVERED IN GOOD CONDITION.
 PF1145
 PF1145                          STATION RECOVERY (2004)
 PF1145
 PF1145'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 PF1145'FOUND THE MAIN MARK, A BRASS PIN, AT THE GIVEN DESCRIPTION, IN GOOD
 PF1145'CONDITION.
 PF1145'RM NO.1, A DISC, WAS FOUND AT THE GIVEN DESCRIPTION IN MUTILATED
 PF1145'CONDITION.
 PF1145'RM NO.2, WAS FOUND TO HAVE BEEN BROKEN AND OR STOLEN. THE STEM IS
 PF1145'CLEARLY FOUND AT THE GIVEN DESCRIPTION AND AN IMPRINT OF THE DISC IS
 PF1145'CLEARLY VISIBLE IN THE LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2254 ***********************************************************************
 PE2254  DESIGNATION -  MT ST ALBANS
 PE2254  PID         -  PE2254
 PE2254  STATE/COUNTY-  ME/SOMERSET
 PE2254  USGS QUAD   -  HARTLAND (1982)
 PE2254
 PE2254                         *CURRENT SURVEY CONTROL
 PE2254  ___________________________________________________________________
 PE2254* NAD 83(1996)-  44 58 29.69295(N)    069 27 31.83723(W)     ADJUSTED  
 PE2254* NAVD 88     -       137.     (meters)     449.     (feet)  SCALED    
 PE2254  ___________________________________________________________________
 PE2254  LAPLACE CORR-           4.06  (seconds)                    DEFLEC99
 PE2254  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 PE2254
 PE2254  HORZ ORDER  -  FIRST
 PE2254
 PE2254.The horizontal coordinates were established by classical geodetic methods
 PE2254.and adjusted by the National Geodetic Survey in March 1998..
 PE2254
 PE2254.The orthometric height was scaled from a topographic map.
 PE2254
 PE2254.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2254
 PE2254.The geoid height was determined by GEOID03.
 PE2254
 PE2254;                    North         East     Units Scale Factor Converg.
 PE2254;SPC ME W     -   238,187.740   955,832.092   MT  1.00000498   +0 30 01.1
 PE2254;SPC ME E     -   145,803.323   224,372.784   MT  0.99997031   -0 40 39.9
 PE2254;UTM  19      - 4,980,266.143   463,820.322   MT  0.99961610   -0 19 27.5
 PE2254
 PE2254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2254!SPC ME W     -   0.99998252  x   1.00000498  =   0.99998750
 PE2254!SPC ME E     -   0.99998252  x   0.99997031  =   0.99995283
 PE2254!UTM  19      -   0.99998252  x   0.99961610  =   0.99959863
 PE2254
 PE2254|---------------------------------------------------------------------|
 PE2254| PID    Reference Object                     Distance      Geod. Az  |
 PE2254|                                                           dddmmss.s |
 PE2254| CE8575 MT ST ALBANS RM 2                    23.337 METERS 09835     |
 PE2254| PE2483 NELSON RESET                        APPROX.24.7 KM 1931003.9 |
 PE2254| PE2482 CHASE HILL LOOKOUT TOWER            APPROX.17.6 KM 2025157.4 |
 PE2254| CE8574 MT ST ALBANS RM 1                    20.690 METERS 35838     |
 PE2254|---------------------------------------------------------------------|
 PE2254
 PE2254                          SUPERSEDED SURVEY CONTROL
 PE2254
 PE2254  NAD 83(1992)-  44 58 29.69109(N)    069 27 31.83262(W) AD(       ) 1
 PE2254  NAD 83(1986)-  44 58 29.69439(N)    069 27 31.83983(W) AD(       ) 1
 PE2254  NAD 27      -  44 58 29.48800(N)    069 27 33.67100(W) AD(       ) 1
 PE2254
 PE2254.Superseded values are not recommended for survey control.
 PE2254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2254.See file dsdata.txt to determine how the superseded data were derived.
 PE2254
 PE2254_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK6382080266(NAD 83)
 PE2254
 PE2254  HISTORY     - Date     Condition        Report By
 PE2254  HISTORY     - 1941     MONUMENTED       CGS
 PE2254  HISTORY     - 1958     SEE DESCRIPTION  CGS
 PE2254  HISTORY     - 1975     SEE DESCRIPTION  NGS
 PE2254
 PE2254                          STATION DESCRIPTION
 PE2254
 PE2254'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 PE2254'STATION IS LOCATED ON THE SOUTHERN EDGE OF THE WOODED SUMMIT
 PE2254'OF MOUNT ST. ALBANS, ON GROUND ABOUT 15 FEET LOWER THAN THE
 PE2254'HIGHEST POINT OF THE MOUNTAIN WHICH IS ABOUT 100 YARDS TO THE
 PE2254'NE.  STATION IS ON WHAT APPEARS TO BE THE HIGHEST POINT, WHEN
 PE2254'APPROACHING IT FROM THE S OF SE BECAUSE IT IS ON A HUMP WITH
 PE2254'LOWER GROUND ALL AROUND.  TREES WERE BLAZED ALL AROUND THE
 PE2254'STATION AND TIMBER CUT TO BUILD A 60-FOOT POLE SIGNAL, THE
 PE2254'REMAINS OF WHICH WILL BE THERE SEVERAL YEARS.  STATION IS BY
 PE2254'AIR LINE ABOUT 4.5 MILES W OF ST. ALBANS, 6.5 MILES N BY W OF
 PE2254'HARTLAND, 2.5 MILES E BY N OF MAINSTREAM, AND 4.5 MILES W BY
 PE2254'S OF RIPLEY.
 PE2254'
 PE2254'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 PE2254'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 PE2254'
 PE2254'NO UNDERGROUND MARK WAS SET.
 PE2254'
 PE2254'REACHED FROM ST. ALBANS BY GOING N ON STATE HIGHWAY 152 FOR
 PE2254'0.1 MILE TO A GRAVEL ROAD LEFT WITH SIGN MAINSTREAM 6 MI, HERE
 PE2254'BEAR LEFT AND FOLLOW MAIN ROAD TO THE WESTWARD FOR 2.0 MILES
 PE2254'TO AN INTERSECTION WITH AN OLD SCHOOL IN THE NW CORNER AND A
 PE2254'FARMHOUSE IN THE NE CORNER OF THE INTERSECTION.  THENCE
 PE2254'CONTINUE STRAIGHT AHEAD (W) FOR 2.1 MILES TO A DIM ROAD TO THE
 PE2254'RIGHT, BEAR LEFT ON MAIN ROAD AND GO 0.1 MILE TO TOP OF RIDGE
 PE2254'AND AN OLD OVERGROWN FIELD ON THE RIGHT, CROSS FIELD TO EDGE
 PE2254'OF WOODS AND END OF TRUCK TRAVEL.  HERE PICK UP AN OLD WAGON
 PE2254'ROAD AND FOLLOW IT NORTHWESTERLY ABOUT 3/4 MILE TO A
 PE2254'TRIANGULAR BLAZED 16-INCH WHITE BIRCH ON THE LEFT SIDE
 PE2254'(OLD ROAD BEYOND THIS POINT IS VERY DIM).  HERE TURN LEFT
 PE2254'UPHILL TO THE CORNER OF OLD STONE WALLS.  WALLS RUN N AND W.
 PE2254'FOLLOW THE W WALL TO ITS END THEN FOLLOW THE WELL BLAZED
 PE2254'TRAIL, IN THE SAME GENERAL DIRECTION, TO WHAT IS APPARENTLY THE
 PE2254'HIGHEST POINT OF THE HILL AND THE STATION.  ABOUT AN HOUR
 PE2254'PACK WITH OBSERVING EQUIPMENT.
 PE2254
 PE2254                          STATION RECOVERY (1958)
 PE2254
 PE2254'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCE)
 PE2254'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 PE2254'FOUND TO BE IN GOOD CONDITION.  THE STATION IS LOCATED
 PE2254'IN SOMERSET COUNTY AND NOT PISCATAQUIS COUNTY AS STATED
 PE2254'IN ORIGINAL DESCRIPTION.  A DIFFERENCE WAS FOUND IN THE
 PE2254'DISTANCE TO REFERENCE MARK NO. 2.  ALL OTHER DISTANCES AND
 PE2254'DIRECTIONS CHECKED THE ORIGINAL DESCRIPTION WHICH IS ADEQUATE
 PE2254'BUT A NEW TO REACH STATION DESCRIPTION FOLLOWS.
 PE2254'
 PE2254'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 23, 43, AND
 PE2254'152 IN ST. ALBANS, GO NORTH ON STATE HIGHWAY 152 FOR 5.3 MILES
 PE2254'TO JUNCTION OF STATE HIGHWAY 154.  TURN LEFT AND GO WEST FOR
 PE2254'0.1 MILE TO ANOTHER JUNCTION OF THE TWO HIGHWAYS.  CONTINUE
 PE2254'STRAIGHT AHEAD ON STATE HIGHWAY 154 FOR 2.1 MILES TO A FIELD
 PE2254'ROAD LEFT AND A HOUSE ON THE RIGHT.  TURN LEFT ON FIELD ROAD
 PE2254'AND GO SOUTH ACROSS CLEARING FOR 0.2 MILE TO ETT AT TRIANGLE
 PE2254'BLAZED TREE AT THE SOUTHEAST CORNER OF CLEARING.  PACK
 PE2254'SOUTHERLY ON WOODS ROAD FOR ABOUT 0.1 MILE TO SMALL
 PE2254'STREAM.  CROSS STREAM AND FOLLOW BLAZED TRAIL ALONG STREAM
 PE2254'FOR ABOUT 15 MINUTES.  BEAR LEFT ON BLAZED TRAIL FOR ABOUT 20
 PE2254'MINUTES TO TOP OF HILL AND STATION AS DESCRIBED.
 PE2254'
 PE2254'1958 OBSERVATIONS TAKEN FROM A 47 FOOT POLE TOWER.
 PE2254
 PE2254                          STATION RECOVERY (1975)
 PE2254
 PE2254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 PE2254'RECOVERED IN GOOD CONDITION WITH THE DESCRIPTION REVISED AS
 PE2254'FOLLOWS--FOLLOW THE W WALL TO ITS END THEN FOLLOW THE WELL---TO
 PE2254'READ-FOLLOW THE N WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0110 ***********************************************************************
 QH0110  DESIGNATION -  MT WILLIAMS LOOKOUT TOWER
 QH0110  PID         -  QH0110
 QH0110  STATE/COUNTY-  ME/SOMERSET
 QH0110  USGS QUAD   -  LONG POND (1989)
 QH0110
 QH0110                         *CURRENT SURVEY CONTROL
 QH0110  ___________________________________________________________________
 QH0110* NAD 83(1996)-  45 33 14.18076(N)    070 00 29.75906(W)     ADJUSTED  
 QH0110* NAVD 88     -                                                        
 QH0110  ___________________________________________________________________
 QH0110  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 QH0110  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 QH0110
 QH0110  HORZ ORDER  -  THIRD
 QH0110
 QH0110.The horizontal coordinates were established by classical geodetic methods
 QH0110.and adjusted by the National Geodetic Survey in March 1998..
 QH0110
 QH0110
 QH0110.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0110
 QH0110.The geoid height was determined by GEOID03.
 QH0110
 QH0110;                    North         East     Units Scale Factor Converg.
 QH0110;SPC ME W     -   302,305.043   912,368.019   MT  0.99996855   +0 06 47.1
 QH0110;UTM  19      - 5,044,983.376   421,302.693   MT  0.99967614   -0 43 11.5
 QH0110
 QH0110                          SUPERSEDED SURVEY CONTROL
 QH0110
 QH0110  NAD 83(1992)-  45 33 14.17988(N)    070 00 29.75278(W) AD(       ) 4
 QH0110  NAD 83(1986)-  45 33 14.18096(N)    070 00 29.76476(W) AD(       ) 4
 QH0110  NAD 27      -  45 33 14.01600(N)    070 00 31.53500(W) AD(       ) 3
 QH0110
 QH0110.Superseded values are not recommended for survey control.
 QH0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0110.See file dsdata.txt to determine how the superseded data were derived.
 QH0110
 QH0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL2130344983(NAD 83)
 QH0110
 QH0110  HISTORY     - Date     Condition        Report By
 QH0110  HISTORY     - 1955     MONUMENTED       CGS
 QH0110
 QH0110                          STATION DESCRIPTION
 QH0110
 QH0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 QH0110'THE STATION IS LOCATED ABOUT 20 MILES AIRLINE WEST NORTHWEST OF
 QH0110'GREENVILLE, 16-1/2 MILES AIRLINE SOUTHWEST OF ROCKWOOD ON THE
 QH0110'HIGHEST PART OF MT. WILLIAMS.
 QH0110'
 QH0110'THE TOWER IS A MAINE FOREST SERVICE LOOKOUT TOWER THAT IS
 QH0110'CONSTRUCTED OF FOUR STEEL LEGS WITH AN 8 FOOT SQUARE HOUSE ON
 QH0110'TOP THAT IS PAINTED WHITE.  IT IS ABOUT 65 FEET HIGH.  THE CENTER
 QH0110'OF THE ROOF WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ2693 ***********************************************************************
 AJ2693  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ2693  DESIGNATION -  MTS YARMOUTH COOP CORS ARP
 AJ2693  CORS_ID     -  YMTS
 AJ2693  PID         -  AJ2693
 AJ2693  STATE/COUNTY-  ME/CUMBERLAND
 AJ2693  USGS QUAD   -  YARMOUTH (1975)
 AJ2693
 AJ2693                         *CURRENT SURVEY CONTROL
 AJ2693  ___________________________________________________________________
 AJ2693* NAD 83(CORS)-  43 47 54.61001(N)    070 11 20.29876(W)     ADJUSTED  
 AJ2693* NAVD 88     -        40.2    (meters)     132.     (feet)  GPS OBS   
 AJ2693  ___________________________________________________________________
 AJ2693  EPOCH DATE  -        2002.00
 AJ2693  X           -   1,562,759.111 (meters)                     COMP
 AJ2693  Y           -  -4,338,110.357 (meters)                     COMP
 AJ2693  Z           -   4,391,969.168 (meters)                     COMP
 AJ2693  ELLIP HEIGHT-          14.08  (meters)          (03/??/02) GPS OBS
 AJ2693  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AJ2693
 AJ2693  HORZ ORDER  -  SPECIAL (CORS)
 AJ2693  ELLP ORDER  -  SPECIAL (CORS)
 AJ2693
 AJ2693.ITRF positions are available for this station.
 AJ2693.The coordinates were established by GPS observations
 AJ2693.and adjusted by the National Geodetic Survey in March 2002..
 AJ2693.The coordinates are valid at the epoch date displayed above.
 AJ2693.The epoch date for horizontal control is a decimal equivalence
 AJ2693.of Year/Month/Day.
 AJ2693
 AJ2693.The orthometric height was determined by GPS observations and a
 AJ2693.high-resolution geoid model.
 AJ2693
 AJ2693.The PID for the CORS L1 Phase Center is DE6265.
 AJ2693
 AJ2693.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ2693
 AJ2693.The ellipsoidal height was determined by GPS observations
 AJ2693.and is referenced to NAD 83.
 AJ2693
 AJ2693.The geoid height was determined by GEOID03.
 AJ2693
 AJ2693;                    North         East     Units Scale Factor Converg.
 AJ2693;SPC ME W     -   107,225.927   898,205.000   MT  0.99996671   -0 00 55.6
 AJ2693
 AJ2693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2693!SPC ME W     -   0.99999779  x   0.99996671  =   0.99996450
 AJ2693
 AJ2693                          SUPERSEDED SURVEY CONTROL
 AJ2693
 AJ2693.No superseded survey control is available for this station.
 AJ2693
 AJ2693_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0435350180(NAD 83)
 AJ2693_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AJ2693_MARK LOGO: NONE  
 AJ2693_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2693
 AJ2693                          STATION DESCRIPTION
 AJ2693
 AJ2693'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AJ2693'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 AJ2693'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 AJ2693'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 AJ2693'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 AJ2693'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DE6265 ***********************************************************************
 DE6265  CORS        -  This is a GPS Continuously Operating Reference Station.
 DE6265  DESIGNATION -  MTS YARMOUTH COOP CORS L1 PHASE CENTER
 DE6265  CORS_ID     -  YMTS
 DE6265  PID         -  DE6265
 DE6265  STATE/COUNTY-  ME/CUMBERLAND
 DE6265  USGS QUAD   -  YARMOUTH (1975)
 DE6265
 DE6265                         *CURRENT SURVEY CONTROL
 DE6265  ___________________________________________________________________
 DE6265* NAD 83(CORS)-  43 47 54.60999(N)    070 11 20.29886(W)     ADJUSTED  
 DE6265* NAVD 88     -                                                        
 DE6265  ___________________________________________________________________
 DE6265  EPOCH DATE  -        2002.00
 DE6265  X           -   1,562,759.126 (meters)                     COMP
 DE6265  Y           -  -4,338,110.406 (meters)                     COMP
 DE6265  Z           -   4,391,969.216 (meters)                     COMP
 DE6265  ELLIP HEIGHT-          14.15  (meters)          (03/??/02) GPS OBS
 DE6265  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 DE6265
 DE6265  HORZ ORDER  -  SPECIAL (CORS)
 DE6265  ELLP ORDER  -  SPECIAL (CORS)
 DE6265
 DE6265.ITRF positions are available for this station.
 DE6265.The coordinates were established by GPS observations
 DE6265.and adjusted by the National Geodetic Survey in March 2002..
 DE6265.The coordinates are valid at the epoch date displayed above.
 DE6265.The epoch date for horizontal control is a decimal equivalence
 DE6265.of Year/Month/Day.
 DE6265
 DE6265
 DE6265.The PID for the CORS ARP is AJ2693.
 DE6265
 DE6265.The XYZ, and position/ellipsoidal ht. are equivalent.
 DE6265
 DE6265.The ellipsoidal height was determined by GPS observations
 DE6265.and is referenced to NAD 83.
 DE6265
 DE6265.The geoid height was determined by GEOID03.
 DE6265
 DE6265;                    North         East     Units Scale Factor Converg.
 DE6265;SPC ME W     -   107,225.927   898,204.998   MT  0.99996671   -0 00 55.6
 DE6265
 DE6265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6265!SPC ME W     -   0.99999778  x   0.99996671  =   0.99996449
 DE6265
 DE6265                          SUPERSEDED SURVEY CONTROL
 DE6265
 DE6265.No superseded survey control is available for this station.
 DE6265
 DE6265_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0435350180(NAD 83)
 DE6265_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DE6265
 DE6265                          STATION DESCRIPTION
 DE6265
 DE6265'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DE6265'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DE6265'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DE6265'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DE6265'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DE6265'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1566 ***********************************************************************
 QF1566  DESIGNATION -  MUCO IBC
 QF1566  PID         -  QF1566
 QF1566  STATE/COUNTY-  ME/WASHINGTON
 QF1566  USGS QUAD   -  LAMBERT LAKE (1988)
 QF1566
 QF1566                         *CURRENT SURVEY CONTROL
 QF1566  ___________________________________________________________________
 QF1566* NAD 83(1996)-  45 35 33.49583(N)    067 33 37.52611(W)     ADJUSTED  
 QF1566* NAVD 88     -       118.     (meters)     387.     (feet)  SCALED    
 QF1566  ___________________________________________________________________
 QF1566  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 QF1566  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 QF1566
 QF1566  HORZ ORDER  -  THIRD
 QF1566
 QF1566.The horizontal coordinates were established by classical geodetic methods
 QF1566.and adjusted by the National Geodetic Survey in March 1998..
 QF1566
 QF1566.The orthometric height was scaled from a topographic map.
 QF1566
 QF1566.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1566
 QF1566.The geoid height was determined by GEOID03.
 QF1566
 QF1566;                    North         East     Units Scale Factor Converg.
 QF1566;SPC ME E     -   214,430.668   373,307.532   MT  0.99996605   +0 40 16.5
 QF1566;UTM  19      - 5,049,796.181   612,284.663   MT  0.99975501   +1 01 42.7
 QF1566
 QF1566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1566!SPC ME E     -   0.99998525  x   0.99996605  =   0.99995130
 QF1566!UTM  19      -   0.99998525  x   0.99975501  =   0.99974027
 QF1566
 QF1566:                Primary Azimuth Mark                     Grid Az
 QF1566:SPC ME E     -  ROCKY POINT                              299 48 12.2
 QF1566:UTM  19      -  ROCKY POINT                              299 26 46.0
 QF1566
 QF1566|---------------------------------------------------------------------|
 QF1566| PID    Reference Object                     Distance      Geod. Az  |
 QF1566|                                                           dddmmss.s |
 QF1566| QF1550 ROCKY POINT                         437.681 METERS 3002828.7 |
 QF1566| QF1573 AURORA                              APPROX. 1.7 KM 3161204.0 |
 QF1566|---------------------------------------------------------------------|
 QF1566
 QF1566                          SUPERSEDED SURVEY CONTROL
 QF1566
 QF1566  NAD 83(1992)-  45 35 33.49207(N)    067 33 37.52341(W) AD(       ) 3
 QF1566  NAD 83(1986)-  45 35 33.49573(N)    067 33 37.53494(W) AD(       ) 3
 QF1566  NAD 27      -  45 35 33.25800(N)    067 33 39.51000(W) AD(       ) 3
 QF1566
 QF1566.Superseded values are not recommended for survey control.
 QF1566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1566.See file dsdata.txt to determine how the superseded data were derived.
 QF1566
 QF1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL1228549796(NAD 83)
 QF1566_MARKER: DD = SURVEY DISK
 QF1566_SETTING: 80 = SET IN A BOULDER
 QF1566_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF1566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1566+STABILITY: SURFACE MOTION
 QF1566
 QF1566  HISTORY     - Date     Condition        Report By
 QF1566  HISTORY     - 1946     MONUMENTED       IBC
 QF1566  HISTORY     - 1955     GOOD             IBC
 QF1566  HISTORY     - 1972     GOOD             IBC
 QF1566
 QF1566                          STATION DESCRIPTION
 QF1566
 QF1566'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF1566'ON THE ROCKY POINT ON W SIDE OF MUNCY COVE NEAR ITS ENTRANCE AT LOW
 QF1566'WATER, ALL EXCEPT THE HIGHER BOULDERS BEING COVERED BY HIGH WATER.
 QF1566'THE STATION IS ON THE LARGEST ROCK ON THE POINT, 180 FEET SE OF THE
 QF1566'EXTREME POINT AT LOW WATER, 80 FEET W OF LOW WATER IN MUNCY COVE,
 QF1566'AND 150 FEET E OF THE LINE OF VEGETATION.
 QF1566'
 QF1566'STATION MARK IS AN IBC STATION DISK SET IN A DRILL HOLE IN THE
 QF1566'TRIANGULAR ROCK, 6 FEET HIGH WITH SIDES 26, 22 AND 22 FEET.
 QF1566
 QF1566                          STATION RECOVERY (1955)
 QF1566
 QF1566'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1566'STATION RECOVERED IN GOOD CONDITION.
 QF1566
 QF1566                          STATION RECOVERY (1972)
 QF1566
 QF1566'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1566'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0119 ***********************************************************************
 QG0119  DESIGNATION -  MUD
 QG0119  PID         -  QG0119
 QG0119  STATE/COUNTY-  ME/PENOBSCOT
 QG0119  USGS QUAD   -  SALMON STREAM LAKE (1988)
 QG0119
 QG0119                         *CURRENT SURVEY CONTROL
 QG0119  ___________________________________________________________________
 QG0119* NAD 83(1996)-  45 43 58.31257(N)    068 28 21.20536(W)     ADJUSTED  
 QG0119* NAVD 88     -       127.432  (meters)     418.08   (feet)  ADJUSTED  
 QG0119  ___________________________________________________________________
 QG0119  LAPLACE CORR-           2.59  (seconds)                    DEFLEC99
 QG0119  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 QG0119  DYNAMIC HT  -         127.435 (meters)     418.09  (feet)  COMP
 QG0119  MODELED GRAV-     980,637.1   (mgal)                       NAVD 88
 QG0119
 QG0119  HORZ ORDER  -  THIRD
 QG0119  VERT ORDER  -  SECOND    CLASS 0
 QG0119
 QG0119.The horizontal coordinates were established by classical geodetic methods
 QG0119.and adjusted by the National Geodetic Survey in March 1998..
 QG0119
 QG0119.The orthometric height was determined by differential leveling
 QG0119.and adjusted by the National Geodetic Survey in June 1991..
 QG0119
 QG0119.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG0119
 QG0119.The geoid height was determined by GEOID03.
 QG0119
 QG0119.The dynamic height is computed by dividing the NAVD 88
 QG0119.geopotential number by the normal gravity value computed on the
 QG0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0119.degrees latitude (g = 980.6199 gals.).
 QG0119
 QG0119.The modeled gravity was interpolated from observed gravity values.
 QG0119
 QG0119;                    North         East     Units Scale Factor Converg.
 QG0119;SPC ME E     -   229,585.537   302,135.815   MT  0.99990006   +0 01 10.7
 QG0119;UTM  19      - 5,064,502.876   541,037.211   MT  0.99962070   +0 22 39.7
 QG0119
 QG0119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG0119!SPC ME E     -   0.99998382  x   0.99990006  =   0.99988388
 QG0119!UTM  19      -   0.99998382  x   0.99962070  =   0.99960452
 QG0119
 QG0119|---------------------------------------------------------------------|
 QG0119| PID    Reference Object                     Distance      Geod. Az  |
 QG0119|                                                           dddmmss.s |
 QG0119| QG0120 MUD RM 1                             41.895 METERS 06728     |
 QG0119| QG0113 SALMON                              APPROX. 3.1 KM 1862811.6 |
 QG0119| QG0118 MUD RM 2                             24.223 METERS 19528     |
 QG0119| QG0117 MUD AZ MK                                          2672006.7 |
 QG0119|---------------------------------------------------------------------|
 QG0119
 QG0119                          SUPERSEDED SURVEY CONTROL
 QG0119
 QG0119  NAD 83(1992)-  45 43 58.31164(N)    068 28 21.20274(W) AD(       ) 3
 QG0119  NAD 83(1986)-  45 43 58.31747(N)    068 28 21.21203(W) AD(       ) 3
 QG0119  NAD 27      -  45 43 58.13320(N)    068 28 23.10770(W) AD(       ) 3
 QG0119  NGVD 29 (??/??/92)  127.616  (m)          418.69   (f) ADJ UNCH    2 0
 QG0119
 QG0119.Superseded values are not recommended for survey control.
 QG0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0119.See file dsdata.txt to determine how the superseded data were derived.
 QG0119
 QG0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL4103764503(NAD 83)
 QG0119_MARKER: DS = TRIANGULATION STATION DISK
 QG0119_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QG0119_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QG0119_STAMPING: MUD 1958
 QG0119_MARK LOGO: CGS   
 QG0119_MAGNETIC: P = MARKER IS A STEEL PIPE
 QG0119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG0119
 QG0119  HISTORY     - Date     Condition        Report By
 QG0119  HISTORY     - 19580101 MONUMENTED       CGS
 QG0119  HISTORY     - 1959     GOOD             NGS
 QG0119  HISTORY     - 1981     GOOD             MEDT
 QG0119  HISTORY     - 19830511 GOOD             NGS
 QG0119  HISTORY     - 19851107 GOOD             USPSQD
 QG0119
 QG0119                          STATION DESCRIPTION
 QG0119
 QG0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 QG0119'THE STATION IS LOCATED ABOUT 10.5 MILES SOUTH-SOUTHWEST OF
 QG0119'SHERMAN MILLS, 9 MILES NORTH-NORTHEAST OF MEDWAY, 0.5 MILE
 QG0119'SOUTH OF THE MOUTH OF MUD BROOK, 200 YARDS EAST OF SALMON STREAM
 QG0119'LAKE AND ON PROPERTY OWNED BY THE INTERNATIONAL PAPER CO.
 QG0119'
 QG0119'TO REACH THE STATION FROM THE POST OFFICE IN THE VILLAGE OF
 QG0119'BENEDICTA.  GO SOUTH ON THE BLACKTOP ROAD FOR 1.7 MILES TO A
 QG0119'SIDE ROAD RIGHT AT SIGN MOLUNKUS 14 MI., TURN RIGHT AND GO WEST
 QG0119'FOR 0.8 MILE TO A Y FORK ON TOP OF A HILL AT A LARGE BARN, TAKE
 QG0119'RIGHT FORK AND CONTINUE WEST FOR 0.45 MILE TO A SIDE ROAD LEFT,
 QG0119'TURN LEFT AND GO SOUTH FOR 0.45 MILE TO WHERE THE MAIN ROAD
 QG0119'TURNS RIGHT AND TRACK ROAD CONTINUES STRAIGHT AHEAD, KEEP
 QG0119'STRAIGHT AHEAD ON TRACK ROAD FOR 0.6 MILE TO A FORK, TAKE
 QG0119'RIGHT FORK FOR 0.1 MILE TO TOP OF HILL AND A TRACK ROAD LEFT,
 QG0119'TURN LEFT ON TRACK ROAD ALONG WEST SIDE OF CLEARING AND GO SOUTH
 QG0119'FOR 0.15 MILE TO WHERE THE TRACK ROAD ENTERS THE WOODS, (THIS
 QG0119'IS ETT FOR 2 WHEEL DRIVE) CONTINUE SOUTH ON MAIN TRACK ROAD
 QG0119'FOR 1.3 MILES TO A FORK, KEEP LEFT FORK ON MAIN TRACK ROAD FOR
 QG0119'0.25 MILE TO A DIM TRACK ROAD AND TWO TRIANGLE BLAZED TREES
 QG0119'ON THE RIGHT, TURN RIGHT ON OLD WOODS ROAD AND GO WEST FOR
 QG0119'0.25 MILE TO A REVERSE FORK, CONTINUE STRAIGHT AHEAD FOR
 QG0119'0.15 MILE TO A FORK, KEEP RIGHT FORK AND CONTINUE FOR 0.75
 QG0119'MILE TO A REVERSE FORK ON THE LEFT, CONTINUE STRAIGHT AHEAD
 QG0119'FOR 0.15 MILE TO THE RUINS OF AN OLD LOG CABIN ON THE RIGHT,
 QG0119'(THIS IS THE ETT FOR 4 WHEEL DRIVE) PACK FROM THE SOUTHWEST
 QG0119'CORNER OF THE CLEARING ALONG THE GROWN UP WOODS ROAD FOR
 QG0119'ABOUT 0.3 MILE TO A FORK, KEEP LEFT FORK FOR ABOUT 100
 QG0119'YARDS TO A SWAMP, CROSS SWAMP IN A WEST-SOUTHWEST
 QG0119'DIRECTION TO WHERE SOME TREES ARE LAYING ACROSS THE OLD ROAD,
 QG0119'PASS TREES AND FOLLOW THE WOODS ROAD FOR ABOUT 0.2 MILE TO HIGH
 QG0119'GROUND AND THE STATION.
 QG0119'
 QG0119'STATION MARK, A STANDARD DISK STAMPED MUD 1958, IS SET IN THE
 QG0119'TOP OF A 4 INCH TILE PIPE WHIDH PROJECTS 6 INCHES.  THE MARK IS
 QG0119'14 FEET SOUTH OF THE CENTER OF THE OLD WOODS ROAD AND 4 FEET
 QG0119'EAST-NORTHEAST OF A WITNESS POST.
 QG0119'
 QG0119'REFERENCE MARK NUMBER 1, A STANDARD DISK STAMPED MUD NO. 1 1958,
 QG0119'IS SET IN THE TOP OF A 4 INCH TILE PIPE WHICH PROJECTS 8
 QG0119'INCHES.  THE MARK IS 8 FEET SOUTH OF THE CENTER OF THE OLD WOODS
 QG0119'ROAD.
 QG0119'
 QG0119'REFERENCE MARK NUMBER 2, A STANDARD DISK STAMPED MUD NO. 2
 QG0119'1958, IS SET IN THE TOP OF A 4 INCH TILE PILE WHICH PROJECTS 6
 QG0119'INCHES.  THE MARK IS 93 FEET SOUTH OF THE OLD WOODS ROAD.
 QG0119'
 QG0119'AZIMUTH MARK, A STANDARD DISK STAMPED MUD 1958, IS SET IN THE
 QG0119'TOP OF A 4 INCH TILE PIPE WHICH PROJECTS 8 INCHES.  THE MARK IS
 QG0119'ABOUT 100 FEET EAST OF THE SHORE LINE OF THE LAKE AND 3 FEET
 QG0119'NORTHWEST OF A WITNESS POST.
 QG0119'
 QG0119'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 QG0119
 QG0119                          STATION RECOVERY (1959)
 QG0119
 QG0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 QG0119'7.3 MI SW FROM BENEDICTA.
 QG0119'1.6 MILES SOUTH ALONG AN ASPHALT ROAD FROM THE POST OFFICE AT
 QG0119'BENEDICTA, THENCE 1.2 MILES WEST ALONG A GRAVEL ROAD, THENCE 1.2
 QG0119'MILES SOUTH ALONG A GRAVEL ROAD AND A FARM ROAD, THENCE 1.5 MILES
 QG0119'SOUTH ALONG A WOODS ROAD, THENCE 1.4 MILE WEST ALONG WOODS ROAD TO
 QG0119'ABANDONED CAMPSITE, THENCE 0.4 MILE WEST ALONG DIM WOODS ROAD
 QG0119'AND TRAIL, ON THE TOP OF A SMALL RISE, AT A HEAVILY WOODED AREA,
 QG0119'ABOUT 0.5 MILE SOUTH OF THE MOUTH OF MUD BROOK, ABOUT 200 YARDS
 QG0119'EAST OF THE EAST EDGE OF SALMON STREAM LAKE, 14 FEET SOUTH OF
 QG0119'THE CENTER LINE OF THE ROAD, 4 FEET EAST OF A METAL WITNESS POST,
 QG0119'WELDED ON THE TOP OF A 2 1/2 INCH IRON PIPE PROJECTING 5 INCHES
 QG0119'ABOVE THE LEVEL OF THE GROUND AND ABOUT LEVEL WITH THE OLD WOODS
 QG0119'ROAD.
 QG0119
 QG0119                          STATION RECOVERY (1981)
 QG0119
 QG0119'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1981 (BJR)
 QG0119'MUD - 1958 RECOVERED GOOD.
 QG0119'
 QG0119'MUD NO. 2 - 1958 RECOVERED GOOD.
 QG0119'
 QG0119'MUD NO. 3 - 1958 RECOVERED GOOD.
 QG0119'
 QG0119'AZ MUD - 1958 DESTROYED.
 QG0119'
 QG0119'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 10.5 MI.
 QG0119'SOUTH-SOUTHWEST OF SHERMAN MILLS.
 QG0119
 QG0119                          STATION RECOVERY (1983)
 QG0119
 QG0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 QG0119'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 QG0119'CONDITION.  REFERENCE MARK 1 WAS NOT RECOVERED AND IS PROBABLY
 QG0119'DESTROYED.  THE PIPE FOR THE AZIMUTH MARK WAS FOUND WITH THE DISK
 QG0119'BROKE OFF.  THE DISTANCE TO REFERENCE MARK 2 CHECKED.  REFERENCE MARK
 QG0119'3 WAS ESTABLISHED.  THERE WAS NOT SUITABLE LOCATION TO SET A NEW
 QG0119'AZIMUTH MARK.  A NEW DESCRIPTION FOLLOWS.
 QG0119' 
 QG0119'THE STATION IS LOCATED ABOUT 16.9 KM (10.5 MI) SOUTH SOUTHWEST OF
 QG0119'SHERMAN MILLS, 14.5 KM (9.0 MI) NORTH NORTHEAST OF MEDWAY, 0.8 KM (0.5
 QG0119'MI) SOUTH OF THE MOUTH OF MUD BROOK, 200 YARDS EAST OF SALMON STREAM
 QG0119'LAKE, ON THE WEST SIDE OF INTERSTATE HIGHWAY 95.
 QG0119' 
 QG0119'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 AND
 QG0119'STATE HIGHWAY 157, AT THE EAST SIDE OF MEDWAY, GO NORTH ON HIGHWAY
 QG0119'I-95 FOR 15.3 KM (9.5 MI) TO A CROSSOVER ROAD.  TURN LEFT TO THE SOUTH
 QG0119'BOUND LANE AND THEN GO SOUTH ON I-95 FOR 100 YARDS TO THE STATION ON
 QG0119'THE RIGHT.
 QG0119' 
 QG0119'THE STATION IS A STANDARD NGS DISK STAMPED--MUD 1958--, WELDED TO THE
 QG0119'TOP OF A 3-INCH IRON PIPE THAT PROJECTS 15 CM (6 INCHES) ABOVE THE
 QG0119'GROUND LOCATED 145.0 FT (44.2 M) W FROM THE CENTER OF THE SOUTHBOUND
 QG0119'LANE OF I-95, 13.0 FT (4.0 M) S FROM THE CENTER OF A TRACK ROAD, AND
 QG0119'5.0 FT (1.5 M) NE FROM A METAL WITNESS POST.
 QG0119' 
 QG0119'REFERENCE MARK NO 2 IS A STANDARD NGS DISK STAMPED--MUD NO 2 1958--,
 QG0119'WELDED TO THE TOP OF A 3-INCH IRON PIPE THAT PROJECTS 15 CM (16
 QG0119'INCHES) ABOVE THE GROUND LOCATED 148.0 FT (45.1 M) W FROM THE CENTER
 QG0119'OF THE SOUTH BOUND LANE OF I-95, 86.0 FT (26.2 M) S FROM THE CENTER OF
 QG0119'THE TRACK ROAD, 1.0 FT (0.3 M) N FROM A METAL WITNESS POST, AND 0.5 FT
 QG0119'(0.2 M) LOWER THAN THE STATION.
 QG0119' 
 QG0119'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--MUD 1958 RM NO 3
 QG0119'1983--, SET IN CONCRETE IN A 4-INCH PLASTIC PIPE THAT PROJECTS 30 CM
 QG0119'(12 INCHES) ABOVE THE GROUND LOCATED 161.0 FT (49.1 M) W FROM THE
 QG0119'CENTER OF THE SOUTH BOUND LANE OF I-95, 51.0 FT (15.5 M) N FROM THE
 QG0119'CENTER OF THE TRACK ROAD, 4.0 FT (1.2 M) E FROM A METAL WITNESS POST,
 QG0119'AND 1.0 FT (0.3 M) HIGHER THAN THE STATION.
 QG0119
 QG0119                          STATION RECOVERY (1985)
 QG0119
 QG0119'RECOVERY NOTE BY US POWER SQUADRON 1985 (DVH)
 QG0119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0117 ***********************************************************************
 QG0117  DESIGNATION -  MUD AZ MK
 QG0117  PID         -  QG0117
 QG0117  STATE/COUNTY-  ME/PENOBSCOT
 QG0117  USGS QUAD   -  SALMON STREAM LAKE (1988)
 QG0117
 QG0117                         *CURRENT SURVEY CONTROL
 QG0117  ___________________________________________________________________
 QG0117* NAD 83(1986)-  45 43 59.     (N)    068 28 21.     (W)     SCALED    
 QG0117* NAVD 88     -       124.836  (meters)     409.57   (feet)  ADJUSTED  
 QG0117  ___________________________________________________________________
 QG0117  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 QG0117  DYNAMIC HT  -         124.839 (meters)     409.58  (feet)  COMP
 QG0117  MODELED GRAV-     980,637.2   (mgal)                       NAVD 88
 QG0117
 QG0117  VERT ORDER  -  SECOND    CLASS 0
 QG0117
 QG0117.The horizontal coordinates were scaled from a topographic map and have
 QG0117.an estimated accuracy of +/- 6 seconds.
 QG0117
 QG0117.The orthometric height was determined by differential leveling
 QG0117.and adjusted by the National Geodetic Survey in June 1991..
 QG0117
 QG0117.The geoid height was determined by GEOID03.
 QG0117
 QG0117.The dynamic height is computed by dividing the NAVD 88
 QG0117.geopotential number by the normal gravity value computed on the
 QG0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0117.degrees latitude (g = 980.6199 gals.).
 QG0117
 QG0117.The modeled gravity was interpolated from observed gravity values.
 QG0117
 QG0117;                    North         East    Units  Estimated Accuracy
 QG0117;SPC ME E     -   229,610.      302,140.      MT  (+/- 180 meters Scaled)
 QG0117
 QG0117                          SUPERSEDED SURVEY CONTROL
 QG0117
 QG0117  NGVD 29 (??/??/92)  125.02   (m)          410.2    (f) COMPUTED    2 0
 QG0117
 QG0117.Superseded values are not recommended for survey control.
 QG0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0117.See file dsdata.txt to determine how the superseded data were derived.
 QG0117
 QG0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL410645(NAD 83)
 QG0117_MARKER: DZ = AZIMUTH MARK DISK
 QG0117_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QG0117_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QG0117_STAMPING: MUD 1958
 QG0117_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG0117
 QG0117  HISTORY     - Date     Condition        Report By
 QG0117  HISTORY     - 1958     MONUMENTED       CGS
 QG0117  HISTORY     - 1959     GOOD             NGS
 QG0117
 QG0117                          STATION DESCRIPTION
 QG0117
 QG0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QG0117'7.4 MI SW FROM BENEDICTA.
 QG0117'1.6 MILES SOUTH ALONG AN ASPHALT ROAD FROM THE POST OFFICE AT
 QG0117'BENEDICTA, THENCE 1.2 MILES WEST ALONG A GRAVEL ROAD, THENCE 1.2
 QG0117'MILES SOUTH ALONG A GRAVEL ROAD AND A FARM ROAD, THENCE 1.5 MILES
 QG0117'SOUTH ALONG A WOODS ROAD, THENCE 1.4 MILES WEST ALONG A WOODS
 QG0117'ROAD TO AN ABANDONED CAMPSITE, THENCE 0.45 MILE WEST ALONG TRAIL
 QG0117'AND WOODS ROAD, ABOUT 100 FEET EAST OF THE EAST SHORE OF SALMON
 QG0117'LAKE STREAM, 80 PACES WEST OF THE STATION AND WELDED ON THE TOP
 QG0117'OF A 2 1/2-INCH IRON PIPE PROJECTING 4 INCHES ABOVE THE GROUND.
 QG0117'IT IS ALSO 3 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1591 ***********************************************************************
 QF1591  DESIGNATION -  MUD IBC
 QF1591  PID         -  QF1591
 QF1591  STATE/COUNTY-  ME/WASHINGTON
 QF1591  USGS QUAD   -  LAMBERT LAKE (1988)
 QF1591
 QF1591                         *CURRENT SURVEY CONTROL
 QF1591  ___________________________________________________________________
 QF1591* NAD 83(1996)-  45 35 42.44875(N)    067 33 13.96211(W)     ADJUSTED  
 QF1591* NAVD 88     -       116.     (meters)     381.     (feet)  SCALED    
 QF1591  ___________________________________________________________________
 QF1591  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 QF1591  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 QF1591
 QF1591  HORZ ORDER  -  THIRD
 QF1591
 QF1591.The horizontal coordinates were established by classical geodetic methods
 QF1591.and adjusted by the National Geodetic Survey in March 1998..
 QF1591
 QF1591.The orthometric height was scaled from a topographic map.
 QF1591
 QF1591.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1591
 QF1591.The geoid height was determined by GEOID03.
 QF1591
 QF1591;                    North         East     Units Scale Factor Converg.
 QF1591;SPC ME E     -   214,713.049   373,814.967   MT  0.99996697   +0 40 33.4
 QF1591;UTM  19      - 5,050,081.660   612,790.221   MT  0.99975641   +1 01 59.7
 QF1591
 QF1591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1591!SPC ME E     -   0.99998557  x   0.99996697  =   0.99995254
 QF1591!UTM  19      -   0.99998557  x   0.99975641  =   0.99974198
 QF1591
 QF1591|---------------------------------------------------------------------|
 QF1591| PID    Reference Object                     Distance      Geod. Az  |
 QF1591|                                                           dddmmss.s |
 QF1591| QF1564 REFERENCE MON 101=MUD RM             20.024 METERS 16109     |
 QF1591| QF1569 REFERENCE MON 100=DEADMAN           APPROX. 1.1 KM 2965728.5 |
 QF1591|---------------------------------------------------------------------|
 QF1591
 QF1591                          SUPERSEDED SURVEY CONTROL
 QF1591
 QF1591  NAD 83(1992)-  45 35 42.44500(N)    067 33 13.95939(W) AD(       ) 3
 QF1591  NAD 83(1986)-  45 35 42.44872(N)    067 33 13.96978(W) AD(       ) 3
 QF1591  NAD 27      -  45 35 42.20800(N)    067 33 15.94500(W) AD(       ) 3
 QF1591
 QF1591.Superseded values are not recommended for survey control.
 QF1591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1591.See file dsdata.txt to determine how the superseded data were derived.
 QF1591
 QF1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL1279050082(NAD 83)
 QF1591_MARKER: DD = SURVEY DISK
 QF1591_SETTING: 80 = SET IN A BOULDER
 QF1591_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF1591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1591+STABILITY: SURFACE MOTION
 QF1591
 QF1591  HISTORY     - Date     Condition        Report By
 QF1591  HISTORY     - 1911     MONUMENTED       IBC
 QF1591  HISTORY     - 1946     SEE DESCRIPTION  IBC
 QF1591  HISTORY     - 1955     MARK NOT FOUND   IBC
 QF1591  HISTORY     - 1972     GOOD             IBC
 QF1591
 QF1591                          STATION DESCRIPTION
 QF1591
 QF1591'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (AJB)
 QF1591'ON A 3 - BY 5 - FOOT ROCK 2 FEET HIGH ON THE BEACH, ON THE POINT ON
 QF1591'THE W SIDE OF MUD COVE IN SPEDNIK LAKE.
 QF1591'
 QF1591'STATION MARK IS A US AND CB STATION DISK SET IN A DRILL HOLE IN THE
 QF1591'ROCK.
 QF1591
 QF1591                          STATION RECOVERY (1946)
 QF1591
 QF1591'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF1591'THE ROCK WAS UNDERMINED AND TIPPED ABOUT 45 DEGREES TOWARD THE LAKE.
 QF1591'IT IS UNSTABLE AND SUBJECT TO ICE ACTION.
 QF1591
 QF1591                          STATION RECOVERY (1955)
 QF1591
 QF1591'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1591'STATION LOST.
 QF1591
 QF1591                          STATION RECOVERY (1972)
 QF1591
 QF1591'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1591'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0118 ***********************************************************************
 QG0118  DESIGNATION -  MUD RM 2
 QG0118  PID         -  QG0118
 QG0118  STATE/COUNTY-  ME/PENOBSCOT
 QG0118  USGS QUAD   -  SALMON STREAM LAKE (1988)
 QG0118
 QG0118                         *CURRENT SURVEY CONTROL
 QG0118  ___________________________________________________________________
 QG0118* NAD 83(1986)-  45 43 58.     (N)    068 28 21.     (W)     SCALED    
 QG0118* NAVD 88     -       127.267  (meters)     417.54   (feet)  ADJUSTED  
 QG0118  ___________________________________________________________________
 QG0118  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 QG0118  DYNAMIC HT  -         127.270 (meters)     417.55  (feet)  COMP
 QG0118  MODELED GRAV-     980,637.1   (mgal)                       NAVD 88
 QG0118
 QG0118  VERT ORDER  -  SECOND    CLASS 0
 QG0118
 QG0118.The horizontal coordinates were scaled from a topographic map and have
 QG0118.an estimated accuracy of +/- 6 seconds.
 QG0118
 QG0118.The orthometric height was determined by differential leveling
 QG0118.and adjusted by the National Geodetic Survey in June 1991..
 QG0118
 QG0118.The geoid height was determined by GEOID03.
 QG0118
 QG0118.The dynamic height is computed by dividing the NAVD 88
 QG0118.geopotential number by the normal gravity value computed on the
 QG0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0118.degrees latitude (g = 980.6199 gals.).
 QG0118
 QG0118.The modeled gravity was interpolated from observed gravity values.
 QG0118
 QG0118;                    North         East    Units  Estimated Accuracy
 QG0118;SPC ME E     -   229,580.      302,140.      MT  (+/- 180 meters Scaled)
 QG0118
 QG0118                          SUPERSEDED SURVEY CONTROL
 QG0118
 QG0118  NGVD 29 (??/??/92)  127.452  (m)          418.15   (f) ADJ UNCH    2 0
 QG0118
 QG0118.Superseded values are not recommended for survey control.
 QG0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0118.See file dsdata.txt to determine how the superseded data were derived.
 QG0118
 QG0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL410644(NAD 83)
 QG0118_MARKER: DR = REFERENCE MARK DISK
 QG0118_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QG0118_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QG0118_STAMPING: MUD NO 2 1958
 QG0118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG0118
 QG0118  HISTORY     - Date     Condition        Report By
 QG0118  HISTORY     - 1958     MONUMENTED       CGS
 QG0118  HISTORY     - 1959     GOOD             NGS
 QG0118
 QG0118                          STATION DESCRIPTION
 QG0118
 QG0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QG0118'7.3 MI SW FROM BENEDICTA.
 QG0118'1.6 MILES SOUTH ALONG AN ASPHALT ROAD FROM THE POST OFFICE AT
 QG0118'BENEDICTA, THENCE 1.2 MILES WEST ALONG A GRAVEL ROAD, THENCE 1.2
 QG0118'MILES SOUTH ALONG A GRAVEL ROAD AND A FARM ROAD, THENCE 1.5 MILES
 QG0118'SOUTH ALONG WOODS ROAD, THENCE 1.4 MILES WEST ALONG A WOODS ROAD
 QG0118'TO AN ABANDONED CAMPSITE, THENCE 0.4 MILE WEST ALONG DIM WOODS
 QG0118'ROAD AND TRAIL, 79.5 FEET SOUTH OF THE STATION, 93 FEET SOUTH
 QG0118'OF THE CENTER LINE OF THE DIM WOODS ROAD, WELDED ON THE TOP OF A
 QG0118'2 1/2 INCH IRON PIPE PROJECTING 6 INCHES ABOVE THE LEVEL OF THE
 QG0118'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1590 ***********************************************************************
 QF1590  DESIGNATION -  MUDDIE IBC
 QF1590  PID         -  QF1590
 QF1590  STATE/COUNTY-  ME/WASHINGTON
 QF1590  USGS QUAD   -  LAMBERT LAKE (1988)
 QF1590
 QF1590                         *CURRENT SURVEY CONTROL
 QF1590  ___________________________________________________________________
 QF1590* NAD 83(1996)-  45 35 42.49334(N)    067 33 13.89077(W)     ADJUSTED  
 QF1590* NAVD 88     -       116.     (meters)     381.     (feet)  SCALED    
 QF1590  ___________________________________________________________________
 QF1590  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 QF1590  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 QF1590
 QF1590  HORZ ORDER  -  THIRD
 QF1590
 QF1590.The horizontal coordinates were established by classical geodetic methods
 QF1590.and adjusted by the National Geodetic Survey in March 1998..
 QF1590
 QF1590.The orthometric height was scaled from a topographic map.
 QF1590
 QF1590.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1590
 QF1590.The geoid height was determined by GEOID03.
 QF1590
 QF1590;                    North         East     Units Scale Factor Converg.
 QF1590;SPC ME E     -   214,714.443   373,816.497   MT  0.99996697   +0 40 33.5
 QF1590;UTM  19      - 5,050,083.064   612,791.742   MT  0.99975641   +1 01 59.7
 QF1590
 QF1590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1590!SPC ME E     -   0.99998557  x   0.99996697  =   0.99995254
 QF1590!UTM  19      -   0.99998557  x   0.99975641  =   0.99974198
 QF1590
 QF1590|---------------------------------------------------------------------|
 QF1590| PID    Reference Object                     Distance      Geod. Az  |
 QF1590|                                                           dddmmss.s |
 QF1590| QF1564 REFERENCE MON 101=MUD RM             20.915 METERS 16623     |
 QF1590| QF1566 MUCO IBC                            APPROX. 0.6 KM 2413202.1 |
 QF1590|---------------------------------------------------------------------|
 QF1590
 QF1590                          SUPERSEDED SURVEY CONTROL
 QF1590
 QF1590  NAD 83(1992)-  45 35 42.48958(N)    067 33 13.88805(W) AD(       ) 3
 QF1590  NAD 83(1986)-  45 35 42.49319(N)    067 33 13.89990(W) AD(       ) 3
 QF1590  NAD 27      -  45 35 42.25500(N)    067 33 15.87500(W) AD(       ) 3
 QF1590
 QF1590.Superseded values are not recommended for survey control.
 QF1590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1590.See file dsdata.txt to determine how the superseded data were derived.
 QF1590
 QF1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL1279250083(NAD 83)
 QF1590_MARKER: DR = REFERENCE MARK DISK
 QF1590_SETTING: 80 = SET IN A BOULDER
 QF1590_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF1590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1590+STABILITY: SURFACE MOTION
 QF1590
 QF1590  HISTORY     - Date     Condition        Report By
 QF1590  HISTORY     - 1946     MONUMENTED       IBC
 QF1590  HISTORY     - 1955     GOOD             IBC
 QF1590
 QF1590                          STATION DESCRIPTION
 QF1590
 QF1590'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF1590'ON THE BEACH, ON THE POINT ON THE W SIDE OF ENTRANCE OF MUD COVE IN
 QF1590'SPEDNIK LAKE.  IT IS ON THE ONLY SOLID ROCK ON THE BEACH 5 BY 5 FEET
 QF1590'AND 6 INCHES HIGH WITH AN UNEVEN TOP, 25 FEET INSIDE THE LOW - WATER
 QF1590'LINE, 40 FEET OUTSIDE, AND 4 FEET BELOW HIGH - WATER LINE WHICH IS
 QF1590'ALSO THE TREE LINE.  IT IS 14.72 FEET FROM PRESENT POSITION OF OLD
 QF1590'STATION MUD AND 68.75 FEET FROM REFERENCE MONUMENT 101.
 QF1590'
 QF1590'STATION MARK IS A GS OF C REFERENCE DISK SET IN A DRILL HOLE IN THE
 QF1590'ROCK.
 QF1590
 QF1590                          STATION RECOVERY (1955)
 QF1590
 QF1590'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1590'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1572 ***********************************************************************
 QF1572  DESIGNATION -  MUNCY IBC
 QF1572  PID         -  QF1572
 QF1572  STATE/COUNTY-  ME/WASHINGTON
 QF1572  USGS QUAD   -  LAMBERT LAKE (1988)
 QF1572
 QF1572                         *CURRENT SURVEY CONTROL
 QF1572  ___________________________________________________________________
 QF1572* NAD 83(1996)-  45 35 45.43534(N)    067 34 20.14972(W)     ADJUSTED  
 QF1572* NAVD 88     -       118.     (meters)     387.     (feet)  SCALED    
 QF1572  ___________________________________________________________________
 QF1572  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 QF1572  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 QF1572
 QF1572  HORZ ORDER  -  THIRD
 QF1572
 QF1572.The horizontal coordinates were established by classical geodetic methods
 QF1572.and adjusted by the National Geodetic Survey in March 1998..
 QF1572
 QF1572.The orthometric height was scaled from a topographic map.
 QF1572
 QF1572.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1572
 QF1572.The geoid height was determined by GEOID03.
 QF1572
 QF1572;                    North         East     Units Scale Factor Converg.
 QF1572;SPC ME E     -   214,788.486   372,379.498   MT  0.99996439   +0 39 46.2
 QF1572;UTM  19      - 5,050,148.131   611,354.613   MT  0.99975245   +1 01 12.4
 QF1572
 QF1572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1572!SPC ME E     -   0.99998525  x   0.99996439  =   0.99994964
 QF1572!UTM  19      -   0.99998525  x   0.99975245  =   0.99973771
 QF1572
 QF1572:                Primary Azimuth Mark                     Grid Az
 QF1572:SPC ME E     -  MARTIN IBC                               304 10 49.3
 QF1572:UTM  19      -  MARTIN IBC                               303 49 23.1
 QF1572
 QF1572|---------------------------------------------------------------------|
 QF1572| PID    Reference Object                     Distance      Geod. Az  |
 QF1572|                                                           dddmmss.s |
 QF1572| QF1574 MARTIN IBC                          436.331 METERS 3045035.5 |
 QF1572| QF1573 AURORA                              APPROX. 0.9 KM 3442654.3 |
 QF1572|---------------------------------------------------------------------|
 QF1572
 QF1572                          SUPERSEDED SURVEY CONTROL
 QF1572
 QF1572  NAD 83(1992)-  45 35 45.43160(N)    067 34 20.14705(W) AD(       ) 3
 QF1572  NAD 83(1986)-  45 35 45.43507(N)    067 34 20.15833(W) AD(       ) 3
 QF1572  NAD 27      -  45 35 45.19683(N)    067 34 22.12788(W) AD(       ) 3
 QF1572
 QF1572.Superseded values are not recommended for survey control.
 QF1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1572.See file dsdata.txt to determine how the superseded data were derived.
 QF1572
 QF1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL1135550148(NAD 83)
 QF1572_MARKER: DD = SURVEY DISK
 QF1572_SETTING: 80 = SET IN A BOULDER
 QF1572_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF1572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1572+STABILITY: SURFACE MOTION
 QF1572
 QF1572  HISTORY     - Date     Condition        Report By
 QF1572  HISTORY     - 1912     MONUMENTED       IBC
 QF1572  HISTORY     - 1955     GOOD             IBC
 QF1572  HISTORY     - 1972     GOOD             IBC
 QF1572
 QF1572                          STATION DESCRIPTION
 QF1572
 QF1572'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (AJB)
 QF1572'ON THE W SHORE OF SPEDNIK LAKE, ACROSS THE CHANNEL AND A LITTLE
 QF1572'UPLAKE FROM SANDY POINT, AND 4/5 MILE ABOVE MUNCY COVE.  IT IS ON A
 QF1572'ROCK 6 METERS LONG, 4 METERS WIDE, AND 2 METERS HIGH.  LOOKING E FROM
 QF1572'THE STATION, THE TWO POINTS AT THE MOUTH OF MUD COVE ARE IN LINE.
 QF1572'STATION ROCK IS 90 FEET OUTSIDE TREE LINE, ON LOW - WATER LINE.
 QF1572'
 QF1572'STATION MARK IS A US AND CB BRONZE DISK SET IN A DRILL HOLE IN THE
 QF1572'ROCK.  THERE IS ONE EYEBOLT AND TWO DRILL HOLES IN THE ROCK.
 QF1572
 QF1572                          STATION RECOVERY (1955)
 QF1572
 QF1572'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1572'STATION RECOVERED IN GOOD CONDITION.
 QF1572
 QF1572                          STATION RECOVERY (1972)
 QF1572
 QF1572'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1572'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1656 ***********************************************************************
 OC1656  DESIGNATION -  MUNJOY HILL OBSERVATORY
 OC1656  PID         -  OC1656
 OC1656  STATE/COUNTY-  ME/CUMBERLAND
 OC1656  USGS QUAD   -  PORTLAND EAST (1975)
 OC1656
 OC1656                         *CURRENT SURVEY CONTROL
 OC1656  ___________________________________________________________________
 OC1656* NAD 83(1996)-  43 39 55.32067(N)    070 14 53.70176(W)     ADJUSTED  
 OC1656* NAVD 88     -        43.     (meters)     141.     (feet)  SCALED    
 OC1656  ___________________________________________________________________
 OC1656  LAPLACE CORR-           3.61  (seconds)                    DEFLEC99
 OC1656  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 OC1656
 OC1656  HORZ ORDER  -  THIRD
 OC1656
 OC1656.The horizontal coordinates were established by classical geodetic methods
 OC1656.and adjusted by the National Geodetic Survey in March 1998..
 OC1656
 OC1656.The orthometric height was scaled from a topographic map.
 OC1656
 OC1656.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1656
 OC1656.The geoid height was determined by GEOID03.
 OC1656
 OC1656;                    North         East     Units Scale Factor Converg.
 OC1656;SPC ME W     -    92,437.078   893,420.026   MT  0.99996720   -0 03 22.8
 OC1656;UTM  19      - 4,835,463.935   399,361.482   MT  0.99972458   -0 51 42.9
 OC1656
 OC1656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1656!SPC ME W     -   0.99999739  x   0.99996720  =   0.99996459
 OC1656!UTM  19      -   0.99999739  x   0.99972458  =   0.99972197
 OC1656
 OC1656                          SUPERSEDED SURVEY CONTROL
 OC1656
 OC1656  NAD 83(1992)-  43 39 55.31921(N)    070 14 53.70252(W) AD(       ) 4
 OC1656  NAD 83(1986)-  43 39 55.32512(N)    070 14 53.70809(W) AD(       ) 4
 OC1656  NAD 27      -  43 39 55.03500(N)    070 14 55.53200(W) AD(       ) 3
 OC1656
 OC1656.Superseded values are not recommended for survey control.
 OC1656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1656.See file dsdata.txt to determine how the superseded data were derived.
 OC1656
 OC1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9936135464(NAD 83)
 OC1656_MARKER: 88 = OBSERVATORY DOME
 OC1656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OC1656+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2004
 OC1656
 OC1656  HISTORY     - Date     Condition        Report By
 OC1656  HISTORY     - UNK      FIRST OBSERVED
 OC1656  HISTORY     - 1933     GOOD             CGS
 OC1656  HISTORY     - 1941     GOOD             CGS
 OC1656  HISTORY     - 1975     GOOD             NGS
 OC1656  HISTORY     - 19910711 GOOD             USPSQD
 OC1656  HISTORY     - 20020813 GOOD             USPSQD
 OC1656  HISTORY     - 20041022 GOOD             USPSQD
 OC1656
 OC1656                          STATION DESCRIPTION
 OC1656
 OC1656'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1656'STATION RECOVERED.  IT STANDS ON MUNJOY HILL ON CONGRESS STREET.
 OC1656
 OC1656                          STATION RECOVERY (1941)
 OC1656
 OC1656'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FLP)
 OC1656'STATION RECOVERED.  IT IS THE DOME OF THE OBSERVATORY ON MUNJOY
 OC1656'HILL ON CONGRESS STREET.
 OC1656
 OC1656                          STATION RECOVERY (1975)
 OC1656
 OC1656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 OC1656'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1933.
 OC1656'THE DESCRIPTION WAS FOUND TO BE ADEQUATE.
 OC1656
 OC1656                          STATION RECOVERY (1991)
 OC1656
 OC1656'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OC1656'RECOVERED IN GOOD CONDITION.
 OC1656
 OC1656                          STATION RECOVERY (2002)
 OC1656
 OC1656'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMW)
 OC1656'THE OBSERVATORY WAS REPAIRED IN THE LATE 90'S. THE STRUCTURE WAS NOT
 OC1656'CHANGED. THERE IS A BALL AT THE APEX OF THE DOME WHICH IS NOT
 OC1656'MENTIONED PREVIOUSLY.
 OC1656
 OC1656                          STATION RECOVERY (2004)
 OC1656
 OC1656'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMW)
 OC1656'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1560 ***********************************************************************
 OC1560  DESIGNATION -  MURRAYS BARN CUPOLA RAY
 OC1560  PID         -  OC1560
 OC1560  STATE/COUNTY-  ME/CUMBERLAND
 OC1560  USGS QUAD   -  CAPE ELIZABETH (1975)
 OC1560
 OC1560                         *CURRENT SURVEY CONTROL
 OC1560  ___________________________________________________________________
 OC1560* NAD 83(1996)-  43 33 40.76210(N)    070 12 26.16023(W)     ADJUSTED  
 OC1560* NAVD 88     -                                                        
 OC1560  ___________________________________________________________________
 OC1560  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 OC1560  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 OC1560
 OC1560  HORZ ORDER  -  THIRD
 OC1560
 OC1560.The horizontal coordinates were established by classical geodetic methods
 OC1560.and adjusted by the National Geodetic Survey in March 1998..
 OC1560
 OC1560
 OC1560.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1560
 OC1560.The geoid height was determined by GEOID03.
 OC1560
 OC1560;                    North         East     Units Scale Factor Converg.
 OC1560;SPC ME W     -    80,875.248   896,719.836   MT  0.99996680   -0 01 40.7
 OC1560;UTM  19      - 4,823,859.754   402,497.793   MT  0.99971693   -0 49 55.3
 OC1560
 OC1560                          SUPERSEDED SURVEY CONTROL
 OC1560
 OC1560  NAD 83(1992)-  43 33 40.76040(N)    070 12 26.16156(W) AD(       ) 4
 OC1560  NAD 83(1986)-  43 33 40.76643(N)    070 12 26.16752(W) AD(       ) 4
 OC1560  NAD 27      -  43 33 40.46000(N)    070 12 27.94000(W) AD(       ) 3
 OC1560
 OC1560.Superseded values are not recommended for survey control.
 OC1560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1560.See file dsdata.txt to determine how the superseded data were derived.
 OC1560
 OC1560_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0249823860(NAD 83)
 OC1560
 OC1560  HISTORY     - Date     Condition        Report By
 OC1560  HISTORY     - 1923     MONUMENTED       CGS
 OC1560
 OC1560                          STATION DESCRIPTION
 OC1560
 OC1560'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (OWS)
 OC1560'THIS STATION IS THE CUPOLA ON A LARGE, PROMINENT, WHITE BARN
 OC1560'SITUATED ON A HILLTOP AND KNOWN AS MURRAYS BARN.  IT IS ABOUT
 OC1560'1/2 MILE S OF THE CAPE ELIZABETH TWIN LIGHTS.  A COMPARISON WITH
 OC1560'THE 1914 STATION CHIM SHOWS THAT THE TWO ARE IDENTICAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0401 ***********************************************************************
 OB0401  DESIGNATION -  MUSCONGUS ISLAND WHITE CHIMNEY
 OB0401  PID         -  OB0401
 OB0401  STATE/COUNTY-  ME/LINCOLN
 OB0401  USGS QUAD   -  LOUDS ISLAND (1979)
 OB0401
 OB0401                         *CURRENT SURVEY CONTROL
 OB0401  ___________________________________________________________________
 OB0401* NAD 83(1996)-  43 55 15.49830(N)    069 25 31.53354(W)     ADJUSTED  
 OB0401* NAVD 88     -                                                        
 OB0401  ___________________________________________________________________
 OB0401  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 OB0401  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 OB0401
 OB0401  HORZ ORDER  -  THIRD
 OB0401
 OB0401.The horizontal coordinates were established by classical geodetic methods
 OB0401.and adjusted by the National Geodetic Survey in March 1998..
 OB0401
 OB0401
 OB0401.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0401
 OB0401.The geoid height was determined by GEOID03.
 OB0401
 OB0401;                    North         East     Units Scale Factor Converg.
 OB0401;SPC ME W     -   121,099.813   959,529.031   MT  1.00001024   +0 30 51.1
 OB0401;SPC ME E     -    28,668.892   225,683.959   MT  0.99996791   -0 38 31.1
 OB0401;UTM  19      - 4,863,183.363   465,846.597   MT  0.99961435   -0 17 42.4
 OB0401
 OB0401                          SUPERSEDED SURVEY CONTROL
 OB0401
 OB0401  NAD 83(1992)-  43 55 15.50012(N)    069 25 31.52189(W) AD(       ) 4
 OB0401  NAD 83(1986)-  43 55 15.50496(N)    069 25 31.52812(W) AD(       ) 4
 OB0401  NAD 27      -  43 55 15.22000(N)    069 25 33.35000(W) AD(       ) 3
 OB0401
 OB0401.Superseded values are not recommended for survey control.
 OB0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0401.See file dsdata.txt to determine how the superseded data were derived.
 OB0401
 OB0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ6584763183(NAD 83)
 OB0401
 OB0401  HISTORY     - Date     Condition        Report By
 OB0401  HISTORY     - UNK      MONUMENTED
 OB0401  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0401  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OB0401
 OB0401                          STATION DESCRIPTION
 OB0401
 OB0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0401'THIS STATION IS LOST.
 OB0401
 OB0401                          STATION RECOVERY (1943)
 OB0401
 OB0401'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 OB0401'LISTED AS LOST IN 1934.
 OB0401'
 OB0401'THE HOUSE IS GONE BUT THE REMAINS OF THE OLD CHIMNEY SITE WERE
 OB0401'LOCATED ON THE PHOTOGRAPHS FOR AIR COMPILATION PURPOSES AND
 OB0401'SHOULD BE VERIFIED BY THAT OFFICE.  FOR OBSERVATION PURPOSES THE
 OB0401'STATION IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0393 ***********************************************************************
 OB0393  DESIGNATION -  MUSCONGUS RESET
 OB0393  PID         -  OB0393
 OB0393  STATE/COUNTY-  ME/LINCOLN
 OB0393  USGS QUAD   -  LOUDS ISLAND (1979)
 OB0393
 OB0393                         *CURRENT SURVEY CONTROL
 OB0393  ___________________________________________________________________
 OB0393* NAD 83(1996)-  43 58 42.68946(N)    069 26 43.21687(W)     ADJUSTED  
 OB0393* NAVD 88     -        66.     (meters)     217.     (feet)  SCALED    
 OB0393  ___________________________________________________________________
 OB0393  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 OB0393  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 OB0393
 OB0393  HORZ ORDER  -  THIRD
 OB0393
 OB0393.The horizontal coordinates were established by classical geodetic methods
 OB0393.and adjusted by the National Geodetic Survey in March 1998..
 OB0393
 OB0393.The orthometric height was scaled from a topographic map.
 OB0393
 OB0393.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0393
 OB0393.The geoid height was determined by GEOID03.
 OB0393
 OB0393;                    North         East     Units Scale Factor Converg.
 OB0393;SPC ME W     -   127,480.258   957,874.017   MT  1.00000785   +0 30 03.2
 OB0393;SPC ME E     -    35,081.193   224,158.149   MT  0.99997072   -0 39 23.3
 OB0393;UTM  19      - 4,869,584.036   464,282.531   MT  0.99961569   -0 18 33.3
 OB0393
 OB0393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0393!SPC ME W     -   0.99999367  x   1.00000785  =   1.00000152
 OB0393!SPC ME E     -   0.99999367  x   0.99997072  =   0.99996439
 OB0393!UTM  19      -   0.99999367  x   0.99961569  =   0.99960937
 OB0393
 OB0393|---------------------------------------------------------------------|
 OB0393| PID    Reference Object                     Distance      Geod. Az  |
 OB0393|                                                           dddmmss.s |
 OB0393| CE8338 MUSCONGUS RM 1                        8.322 METERS 00541     |
 OB0393| PE2391 JOHNSTON RESET                      APPROX. 4.1 KM 0173726.5 |
 OB0393| OB0396 GREENLAND COVE HSE S CHIMNEY        APPROX. 2.5 KM 0340505.9 |
 OB0393| PE2367 WALDOBORO CHURCH SPIRE 1            APPROX.11.6 KM 0524907.8 |
 OB0393| PE2380 WALDOBORO CONG CHURCH SPIRE         APPROX.11.5 KM 0525410.5 |
 OB0393| PE2345 ST GEORGE RIVER N RADIO MAST        APPROX.19.1 KM 0735835.4 |
 OB0393| PE2348 ST GEORGE RIVER S RADIO MAST        APPROX.19.0 KM 0744408.6 |
 OB0393| OB0361 CUSHING CHURCH 1                    APPROX.13.2 KM 0814310.5 |
 OB0393| OB0347 FRIENDSHIP WHITE CHURCH SPIRE       APPROX. 9.3 KM 0845954.9 |
 OB0393| OB0328 TURKEY CHURCH                       APPROX.16.5 KM 1023033.5 |
 OB0393| OB0371 HERRING GUT CHURCH                  APPROX.16.2 KM 1095028.2 |
 OB0393| OB0367 HOOPER                              APPROX.15.4 KM 1134144.9 |
 OB0393| OB0338 CRANBERRY ISLAND HOUSE CHIMNEY      APPROX. 8.7 KM 1205239.0 |
 OB0393| OB0341 OTTER ISLAND HOUSE CHIMNEY          APPROX. 9.6 KM 1211852.9 |
 OB0393| OB0334 CRANBERRY                           APPROX. 8.3 KM 1260123.8 |
 OB0393| OB0339 OTTER ISLAND                        APPROX. 9.8 KM 1265012.0 |
 OB0393| OB0351 THOMPSON                            APPROX.13.4 KM 1304137.7 |
 OB0393| OB0332 CROW                                APPROX. 8.2 KM 1352758.5 |
 OB0393| OB0399 FRANKLIN ISLAND LH                  APPROX.11.1 KM 1492545.1 |
 OB0393| OB0397 MARSH                               APPROX. 8.4 KM 1541449.0 |
 OB0393| OB0378 MONHEGAN LIGHT                      APPROX.25.9 KM 1561659.4 |
 OB0393| OB0380 MONHEGAN FOG BELL                   APPROX.25.7 KM 1581346.3 |
 OB0393| OB0387 WHITE HOUSE WITH RED ROOF CHIM      APPROX. 4.9 KM 1630742.8 |
 OB0393| OB0390 ROUND POND CHURCH SPIRE             APPROX. 3.7 KM 1995315.8 |
 OB0393| OB0389 ROUND POND WHITE CHURCH SPIRE       APPROX. 3.8 KM 2005725.5 |
 OB0393| CE8339 MUSCONGUS RM 2                        8.720 METERS 29205     |
 OB0393|---------------------------------------------------------------------|
 OB0393
 OB0393                          SUPERSEDED SURVEY CONTROL
 OB0393
 OB0393  NAD 83(1992)-  43 58 42.69318(N)    069 26 43.20570(W) AD(       ) 3
 OB0393  NAD 83(1986)-  43 58 42.69787(N)    069 26 43.21171(W) AD(       ) 3
 OB0393  NAD 27      -  43 58 42.39800(N)    069 26 45.00800(W) AD(       ) 3
 OB0393
 OB0393.Superseded values are not recommended for survey control.
 OB0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0393.See file dsdata.txt to determine how the superseded data were derived.
 OB0393
 OB0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ6428369584(NAD 83)
 OB0393
 OB0393  HISTORY     - Date     Condition        Report By
 OB0393  HISTORY     - 1859     MONUMENTED       CGS
 OB0393  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0393  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OB0393
 OB0393                          STATION DESCRIPTION
 OB0393
 OB0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1859 (FPW)
 OB0393'THE STATION IS ON A BARE HILL ON THE W SIDE OF MUSCONGUS
 OB0393'SOUND ABOUT 3/4 MILE NORTHWARD OF MUSCONGUS HARBOR AND ABOUT
 OB0393'600 METERS FROM THE SHORE.  THE STATION IS MARKED BY A HOLE
 OB0393'DRILLED IN THE ROCK.
 OB0393
 OB0393                          STATION RECOVERY (1934)
 OB0393
 OB0393'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0393'STATION RECOVERED.  IT IS ABOUT 8 MILES SSW OF WALDOBORO.
 OB0393'
 OB0393'A STANDARD STATION DISK WAS INSERTED IN THE ORIGINAL DRILL HOLE
 OB0393'AND TWO STANDARD REFERENCE MARKS PLACED AS FOLLOWS--REFERENCE
 OB0393'MARK NO. 1, N OF THE STATION, ON THE SAME LEDGE AS THE STATION,
 OB0393'AND REFERENCE MARK NO. 2, W OF THE STATION ON A BARE PIECE OF
 OB0393'LEDGE ABOUT 1 METER IN DIAMETER.  THREE ANCHOR BOLTS 0.5 METERS
 OB0393'AWAY WERE PLACED AROUND THE STATION, AND A 25-FOOT SIGNAL BUILT,
 OB0393'WITH ROCK PILED AROUND EACH LEG.  THE STATION IS ON LAND OWNED
 OB0393'BY MR. POQUETT.
 OB0393'
 OB0393'TO REACH FROM WALDOBORO, GO S ON HIGHWAY 32, 10.3 MILES TO
 OB0393'HOME OF JOH POQUETT, A LARGE WHITE HOUSE WITH RED TIN ROOF, ON
 OB0393'THE E SIDE OF THE ROAD.  A PATH IN BACK OF THIS HOUSE LEADS TO
 OB0393'TOP OF HILL AND STATION.  THE STATION IS ON A BARE LEDGE ABOUT
 OB0393'25 METERS BY 3 METERS IN SIZE, ABOUT 8 METERS N OF THE S END.
 OB0393
 OB0393                          STATION RECOVERY (1953)
 OB0393
 OB0393'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (PT)
 OB0393'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 OB0393'CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE MEASURED
 OB0393'WITH A STEEL TAPE AND FOUND TO BE CORRECT.  THE 1934 DESCRIPTION
 OB0393'IS ADEQUATE WITH THE FOLLOWING CORRECTIONS AND ADDITION--
 OB0393'
 OB0393'THE LARGE WHITE HOUSE REFERRED TO IS NOW OWNED BY HENRY E. DOW,
 OB0393'AND THE ROOF IS NOW GREEN.
 OB0393'
 OB0393'A TRUCK ROAD FOR HAULING BLUEBERRIES LEADS TO THE STATION FROM
 OB0393'THE DIRT ROAD SE OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0630 ***********************************************************************
 QF0630  DESIGNATION -  MUSQUASH IBC
 QF0630  PID         -  QF0630
 QF0630  STATE/COUNTY-  ME/WASHINGTON
 QF0630  USGS QUAD   -  VANCEBORO (1988)
 QF0630
 QF0630                         *CURRENT SURVEY CONTROL
 QF0630  ___________________________________________________________________
 QF0630* NAD 83(1996)-  45 35 28.91606(N)    067 29 51.81907(W)     ADJUSTED  
 QF0630* NAVD 88     -       119.     (meters)     390.     (feet)  SCALED    
 QF0630  ___________________________________________________________________
 QF0630  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 QF0630  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 QF0630
 QF0630  HORZ ORDER  -  THIRD
 QF0630
 QF0630.The horizontal coordinates were established by classical geodetic methods
 QF0630.and adjusted by the National Geodetic Survey in March 1998..
 QF0630
 QF0630.The orthometric height was scaled from a topographic map.
 QF0630
 QF0630.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0630
 QF0630.The geoid height was determined by GEOID03.
 QF0630
 QF0630;                    North         East     Units Scale Factor Converg.
 QF0630;SPC ME E     -   214,348.514   378,200.983   MT  0.99997516   +0 42 57.7
 QF0630;UTM  19      - 5,049,744.553   617,177.510   MT  0.99976881   +1 04 23.9
 QF0630
 QF0630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0630!SPC ME E     -   0.99998509  x   0.99997516  =   0.99996025
 QF0630!UTM  19      -   0.99998509  x   0.99976881  =   0.99975390
 QF0630
 QF0630:                Primary Azimuth Mark                     Grid Az
 QF0630:SPC ME E     -  WHITE OWL IBC                            095 17 49.9
 QF0630:UTM  19      -  WHITE OWL IBC                            094 56 23.7
 QF0630
 QF0630|---------------------------------------------------------------------|
 QF0630| PID    Reference Object                     Distance      Geod. Az  |
 QF0630|                                                           dddmmss.s |
 QF0630| QF0619 WHITE OWL IBC                       APPROX. 0.7 KM 0960047.6 |
 QF0630| QF0631 REFERENCE MON 106=MUSQUASH RM       138.567 METERS 34801     |
 QF0630|---------------------------------------------------------------------|
 QF0630
 QF0630                          SUPERSEDED SURVEY CONTROL
 QF0630
 QF0630  NAD 83(1992)-  45 35 28.91224(N)    067 29 51.81622(W) AD(       ) 3
 QF0630  NAD 83(1986)-  45 35 28.91629(N)    067 29 51.82695(W) AD(       ) 3
 QF0630  NAD 27      -  45 35 28.68130(N)    067 29 53.82741(W) AD(       ) 3
 QF0630
 QF0630.Superseded values are not recommended for survey control.
 QF0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0630.See file dsdata.txt to determine how the superseded data were derived.
 QF0630
 QF0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL1717849745(NAD 83)
 QF0630_MARKER: DD = SURVEY DISK
 QF0630_SETTING: 80 = SET IN A BOULDER
 QF0630_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0630+STABILITY: SURFACE MOTION
 QF0630
 QF0630  HISTORY     - Date     Condition        Report By
 QF0630  HISTORY     - 1911     MONUMENTED       IBC
 QF0630  HISTORY     - 1955     GOOD             IBC
 QF0630  HISTORY     - 1972     GOOD             IBC
 QF0630
 QF0630                          STATION DESCRIPTION
 QF0630
 QF0630'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (AJB)
 QF0630'ABOUT 1/3 MILE W OF---THE NARROWS---IN SPEDNIK LAKE ON A TRIANGULAR,
 QF0630'RIDGE - SHAPED BOULDER 150 FEET OUTSIDE THE LOW - WATER LINE ON THE
 QF0630'SW POINT OF THE ISLAND.  A ROCKY BAR IS E OF STATION AND VARIOUS
 QF0630'ROCKS NEARBY ARE BARE AT EXTREME LOW WATER.  THE STATION BOULDER HAS
 QF0630'SIDES 20, 12 AND 12 FEET IN LENGTH AND IS 10 FEET HIGH.
 QF0630'
 QF0630'STATION MARK IS A US AND CB BRONZE DISK SET IN A DRILL HOLE IN THE
 QF0630'ROCK.  THREE 3/4 - INCH HOLES ARE DRILLED IN THE ROCK, ONE IN THE
 QF0630'DIRECTION OF SCRAGGY ISLAND, 1.76 METERS, THE SECOND TOWARD THE S,
 QF0630'1.62 METERS, AND THE THIRD 1.80 METERS DISTANT FROM THE STATION MARK.
 QF0630'
 QF0630'REFERENCE MARK IS A DRILL HOLE IN A FLAT ROCK 8 FEET BY 8 FEET BY 2
 QF0630'FEET ABOVE LOW WATER, 30.82 FEET WSW OF THE STATION.  THIS WAS USED
 QF0630'AS AN ECCENTRIC STATION.
 QF0630
 QF0630                          STATION RECOVERY (1955)
 QF0630
 QF0630'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF0630'STATION RECOVERED IN GOOD CONDITION.
 QF0630
 QF0630                          STATION RECOVERY (1972)
 QF0630
 QF0630'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF0630'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1540 ***********************************************************************
 QF1540  DESIGNATION -  MUSQUASH MTN LOT
 QF1540  PID         -  QF1540
 QF1540  STATE/COUNTY-  ME/WASHINGTON
 QF1540  USGS QUAD   -  FARROW MOUNTAIN (1988)
 QF1540
 QF1540                         *CURRENT SURVEY CONTROL
 QF1540  ___________________________________________________________________
 QF1540* NAD 83(1996)-  45 23 18.84320(N)    067 47 47.35993(W)     ADJUSTED  
 QF1540* NAVD 88     -                                                        
 QF1540  ___________________________________________________________________
 QF1540  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 QF1540  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 QF1540
 QF1540  HORZ ORDER  -  THIRD
 QF1540
 QF1540.The horizontal coordinates were established by classical geodetic methods
 QF1540.and adjusted by the National Geodetic Survey in March 1998..
 QF1540
 QF1540
 QF1540.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1540
 QF1540.The geoid height was determined by GEOID03.
 QF1540
 QF1540;                    North         East     Units Scale Factor Converg.
 QF1540;SPC ME E     -   191,563.648   355,087.899   MT  0.99993730   +0 30 03.0
 QF1540;UTM  19      - 5,026,821.246   594,211.686   MT  0.99970913   +0 51 24.6
 QF1540
 QF1540                          SUPERSEDED SURVEY CONTROL
 QF1540
 QF1540  NAD 83(1992)-  45 23 18.83994(N)    067 47 47.35783(W) AD(       ) 4
 QF1540  NAD 83(1986)-  45 23 18.84177(N)    067 47 47.36570(W) AD(       ) 4
 QF1540  NAD 27      -  45 23 18.59053(N)    067 47 49.35032(W) AD(       ) 3
 QF1540
 QF1540.Superseded values are not recommended for survey control.
 QF1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1540.See file dsdata.txt to determine how the superseded data were derived.
 QF1540
 QF1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9421226821(NAD 83)
 QF1540_MARKER: 57 = LOOKOUT TOWER
 QF1540
 QF1540  HISTORY     - Date     Condition        Report By
 QF1540  HISTORY     - 1975     FIRST OBSERVED   NGS
 QF1540
 QF1540                          STATION DESCRIPTION
 QF1540
 QF1540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 QF1540'THE STATION IS AN OLD FIRE TOWER LOCATED ON MUSQUASH MTN. ABOUT
 QF1540'1 MILE SOUTH OF EAST MUSQUASH LAKE AND 3-1/2 MILES SOUTHWEST
 QF1540'OF TOPSFIELD.  THE TOWER CABIN IS NOW BOARDED UP.
 QF1540'
 QF1540'THE POINT INTERSECTED IS THE TOP CENTER OF THE TOWER CABIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0833 ***********************************************************************
 PE0833  DESIGNATION -  MUTTON
 PE0833  PID         -  PE0833
 PE0833  STATE/COUNTY-  ME/KENNEBEC
 PE0833  USGS QUAD   -  BURNHAM (1982)
 PE0833
 PE0833                         *CURRENT SURVEY CONTROL
 PE0833  ___________________________________________________________________
 PE0833* NAD 83(1996)-  44 40 13.25770(N)    069 29 49.61940(W)     ADJUSTED  
 PE0833* NAVD 88     -        72.239  (meters)     237.00   (feet)  ADJUSTED  
 PE0833  ___________________________________________________________________
 PE0833  LAPLACE CORR-           4.11  (seconds)                    DEFLEC99
 PE0833  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 PE0833  DYNAMIC HT  -          72.235 (meters)     236.99  (feet)  COMP
 PE0833  MODELED GRAV-     980,565.8   (mgal)                       NAVD 88
 PE0833
 PE0833  HORZ ORDER  -  SECOND
 PE0833  VERT ORDER  -  SECOND    CLASS 0
 PE0833
 PE0833.The horizontal coordinates were established by classical geodetic methods
 PE0833.and adjusted by the National Geodetic Survey in March 1998..
 PE0833
 PE0833.The orthometric height was determined by differential leveling
 PE0833.and adjusted by the National Geodetic Survey in June 1991..
 PE0833
 PE0833.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE0833
 PE0833.The geoid height was determined by GEOID03.
 PE0833
 PE0833.The dynamic height is computed by dividing the NAVD 88
 PE0833.geopotential number by the normal gravity value computed on the
 PE0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0833.degrees latitude (g = 980.6199 gals.).
 PE0833
 PE0833.The modeled gravity was interpolated from observed gravity values.
 PE0833
 PE0833;                    North         East     Units Scale Factor Converg.
 PE0833;SPC ME W     -   204,317.369   953,091.994   MT  1.00000132   +0 28 14.6
 PE0833;SPC ME E     -   111,997.257   220,938.869   MT  0.99997684   -0 42 03.7
 PE0833;UTM  19      - 4,946,451.633   460,595.596   MT  0.99961909   -0 20 58.2
 PE0833
 PE0833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE0833!SPC ME W     -   0.99999268  x   1.00000132  =   0.99999400
 PE0833!SPC ME E     -   0.99999268  x   0.99997684  =   0.99996952
 PE0833!UTM  19      -   0.99999268  x   0.99961909  =   0.99961178
 PE0833
 PE0833|---------------------------------------------------------------------|
 PE0833| PID    Reference Object                     Distance      Geod. Az  |
 PE0833|                                                           dddmmss.s |
 PE0833| PE0834 MUTTON RM 3                          23.415 METERS 04807     |
 PE0833| PE0831 MUTTON RM 1                          27.455 METERS 11117     |
 PE0833| CE8576 MUTTON AZ MK                                       1500331.3 |
 PE0833| PE0832 MUTTON RM 2                          30.838 METERS 23802     |
 PE0833|---------------------------------------------------------------------|
 PE0833
 PE0833                          SUPERSEDED SURVEY CONTROL
 PE0833
 PE0833  NAD 83(1992)-  44 40 13.25497(N)    069 29 49.61677(W) AD(       ) 2
 PE0833  NAD 83(1986)-  44 40 13.25968(N)    069 29 49.62586(W) AD(       ) 2
 PE0833  NAD 27      -  44 40 13.02340(N)    069 29 51.45370(W) AD(       ) 2
 PE0833  NGVD 29 (??/??/92)   72.458  (m)          237.72   (f) ADJ UNCH    2 0
 PE0833
 PE0833.Superseded values are not recommended for survey control.
 PE0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0833.See file dsdata.txt to determine how the superseded data were derived.
 PE0833
 PE0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK6059646452(NAD 83)
 PE0833_MARKER: DS = TRIANGULATION STATION DISK
 PE0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0833_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0833_STAMPING: MUTTON 1958
 PE0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0833+STABILITY: SURFACE MOTION
 PE0833
 PE0833  HISTORY     - Date     Condition        Report By
 PE0833  HISTORY     - 1958     MONUMENTED       CGS
 PE0833  HISTORY     - 1958     GOOD             CGS
 PE0833  HISTORY     - 1979     MARK NOT FOUND   USGS
 PE0833
 PE0833                          STATION DESCRIPTION
 PE0833
 PE0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 PE0833'STATION IS LOCATED ABOUT 3-1/2 MILES SOUTHWEST OF BURNHAM AND
 PE0833'ABOUT 2-1/2 MILES NORTH OF CLINTON.  STATION IS 35 FEET WEST OF
 PE0833'APPROXIMATE CENTERLINE OF ROAD, 33 FEET SOUTH-SOUTHEAST OF 24
 PE0833'INCH MAPLE TRIANGLE BLAZED TREE AND 25 FEET EAST-NORTHEAST OF
 PE0833'OPEN WELL.  MARK IS SET FLUSH AND THE DISK IS STAMPED MUTTON
 PE0833'1958.
 PE0833'
 PE0833'REFERENCE MARK NO. 1 IS 42 FEET EAST OF APPROXIMATE CENTERLINE
 PE0833'OF ROAD, 29 FEET SOUTH OF POWERLINE POLE NO. 57 AND 7.3 FEET
 PE0833'SOUTH OF WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK
 PE0833'IS STAMPED MUTTON RM 1 1958.
 PE0833'
 PE0833'REFERENCE MARK NO. 2 IS 131 FEET EAST OF APPROXIMATE
 PE0833'CENTERLINE OF ROAD AND 6 FEET NORTH OF EAST-WEST ROCK FENCE.  THE
 PE0833'MARK IS SET FLUSH AND THE DISK IS STAMPED MUTTON RM 2 1958.
 PE0833'
 PE0833'REFERENCE MARK NO. 3 IS 33 FEET EAST OF THE APPROXIMATE
 PE0833'CENTERLINE OF ROAD, 39-1/2 FEET SOUTH-SOUTHWEST OF 15 INCH TREE,
 PE0833'3 FEET WEST OF WEST SIDE OF A ROCK FENCE AND 61 FEET
 PE0833'NORTH-NORTHEAST OF POLE NO. 57.  MARK PROJECTS 2 INCHES AND THE
 PE0833'DISK IS STAMPED MUTTON NO. 3 1958.
 PE0833'
 PE0833'AZIMUTH MARK IS 2 FEET WEST OF WITNESS POST, 11 FEET NORTH OF
 PE0833'ROCK FENCE, 18 FEET EAST-NORTHEAST OF CENTER OF OPEN GATE AND 125
 PE0833'FEET WEST OF CENTRAL MAINE HIGHLINE.  MARK PROJECTS 4 INCHES AND
 PE0833'THE DISK IS STAMPED MUTTON 1958.
 PE0833'
 PE0833'TO REACH FROM THE INTERSECTION OF MAIN STREET AND RAILROAD STREET
 PE0833'IN THE CENTER OF THE VILLAGE OF CLINTON, GO NORTH ON RAILROAD
 PE0833'STREET FOR 0.1 MILE TO POST OFFICE ON RIGHT, CONTINUE AHEAD NORTH
 PE0833'FOR 0.15 MILE TO RAILROAD CROSSING, CONTINUE ACROSS RAILROAD
 PE0833'TRACKS AND GO 0.2 MILE TO ROAD FORK, TAKE RIGHT FORK AND GO
 PE0833'NORTH-NORTHEAST ON MUTTON LANE FOR 2.05 MILE TO A SMALL LOW
 PE0833'KNOLL ON LEFT AND STATION AS DESCRIBED.
 PE0833'
 PE0833'INFORMATION FROM OWNER INFORMED US THAT PLANS IN THE FUTURE WAS
 PE0833'TO BUILD OVER R.M. NO. 2 SO R.M. NO. 3 WAS SET.
 PE0833'
 PE0833'AZIMUTH MARK FROM STATION IS REACHED BY GOING SOUTH FOR 0.15 MILE
 PE0833'TO DRIVEWAY ON LEFT LEADING TO HOUSE.  TURN LEFT AND GO BETWEEN
 PE0833'HOUSE AND BARN FOR 0.1 MILE TO AZIMUTH MARK.
 PE0833'
 PE0833'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 PE0833
 PE0833                          STATION RECOVERY (1958)
 PE0833
 PE0833'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 PE0833'2.1 MI N FROM CLINTON.
 PE0833'0.2 MILES NORTH ALONG A BLACKTOP ROAD FROM THE MAINE CENTRAL
 PE0833'RAILROAD STATION AT CLINTON, THENCE 1.9 MILES NORTH ALONG A
 PE0833'GRAVEL ROAD (MUTTON LANE), 36 FEET WEST OF THE CENTER LINE OF
 PE0833'THE ROAD, 33 FEET SOUTH OF A TRIANGULAR BLAZED MAPLE TREE, 69
 PE0833'FEET WEST OF POWER POLE 57, 76.9 FEET SOUTHWEST OF REFERENCE
 PE0833'MARK 3, 90.1 FEET NORTHWEST OF REFERENCE MARK 1, 83 1/2 FEET
 PE0833'NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE GROUND
 PE0833'AND 1 FOOT BELOW THE LEVEL OF THE ROAD, SET IN THE TOP OF A
 PE0833'CONCRETE POST FLUSH WITH THE GROUND.
 PE0833
 PE0833                          STATION RECOVERY (1979)
 PE0833
 PE0833'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PE0833'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0831 ***********************************************************************
 PE0831  DESIGNATION -  MUTTON RM 1
 PE0831  PID         -  PE0831
 PE0831  STATE/COUNTY-  ME/KENNEBEC
 PE0831  USGS QUAD   -  BURNHAM (1982)
 PE0831
 PE0831                         *CURRENT SURVEY CONTROL
 PE0831  ___________________________________________________________________
 PE0831* NAD 83(1986)-  44 40 13.     (N)    069 29 49.     (W)     SCALED    
 PE0831* NAVD 88     -        72.369  (meters)     237.43   (feet)  ADJUSTED  
 PE0831  ___________________________________________________________________
 PE0831  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 PE0831  DYNAMIC HT  -          72.365 (meters)     237.42  (feet)  COMP
 PE0831  MODELED GRAV-     980,565.8   (mgal)                       NAVD 88
 PE0831
 PE0831  VERT ORDER  -  SECOND    CLASS 0
 PE0831
 PE0831.The horizontal coordinates were scaled from a topographic map and have
 PE0831.an estimated accuracy of +/- 6 seconds.
 PE0831
 PE0831.The orthometric height was determined by differential leveling
 PE0831.and adjusted by the National Geodetic Survey in June 1991..
 PE0831
 PE0831.The geoid height was determined by GEOID03.
 PE0831
 PE0831.The dynamic height is computed by dividing the NAVD 88
 PE0831.geopotential number by the normal gravity value computed on the
 PE0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0831.degrees latitude (g = 980.6199 gals.).
 PE0831
 PE0831.The modeled gravity was interpolated from observed gravity values.
 PE0831
 PE0831;                    North         East    Units  Estimated Accuracy
 PE0831;SPC ME W     -   204,310.      953,110.      MT  (+/- 180 meters Scaled)
 PE0831
 PE0831                          SUPERSEDED SURVEY CONTROL
 PE0831
 PE0831  NGVD 29 (??/??/92)   72.588  (m)          238.15   (f) ADJ UNCH    2 0
 PE0831
 PE0831.Superseded values are not recommended for survey control.
 PE0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0831.See file dsdata.txt to determine how the superseded data were derived.
 PE0831
 PE0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK606464(NAD 83)
 PE0831_MARKER: DR = REFERENCE MARK DISK
 PE0831_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 PE0831_SP_SET: UNSPECIFIED ROCK
 PE0831_STAMPING: MUTTON RM 1 1958
 PE0831_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0831
 PE0831  HISTORY     - Date     Condition        Report By
 PE0831  HISTORY     - 1958     MONUMENTED       CGS
 PE0831
 PE0831                          STATION DESCRIPTION
 PE0831
 PE0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0831'2.1 MI N FROM CLINTON.
 PE0831'0.2 MILES NORTH ALONG A BLACKTOP ROAD FROM THE MAINE CENTRAL
 PE0831'RAILROAD STATION AT CLINTON, THENCE 1.9 MILES NORTH ALONG A
 PE0831'GRAVEL ROAD (MUTTON LANE), SET IN THE TOP OF A ROCK, 42 FEET
 PE0831'EAST OF THE CENTER LINE OF THE ROAD, 29 FEET SOUTHEAST OF POWER
 PE0831'POLE 57, 111 FEET SOUTHEAST AND ACROSS THE ROAD FROM A
 PE0831'TRIANGULAR BLAZED MAPLE TREE, 90.1 FEET SOUTHEAST OF
 PE0831'TRIANGULATION STATION MUTTON, 7 FEET SOUTHEAST OF A METAL
 PE0831'WITNESS POST, ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0832 ***********************************************************************
 PE0832  DESIGNATION -  MUTTON RM 2
 PE0832  PID         -  PE0832
 PE0832  STATE/COUNTY-  ME/KENNEBEC
 PE0832  USGS QUAD   -  BURNHAM (1982)
 PE0832
 PE0832                         *CURRENT SURVEY CONTROL
 PE0832  ___________________________________________________________________
 PE0832* NAD 83(1986)-  44 40 13.     (N)    069 29 49.     (W)     SCALED    
 PE0832* NAVD 88     -        72.259  (meters)     237.07   (feet)  ADJUSTED  
 PE0832  ___________________________________________________________________
 PE0832  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 PE0832  DYNAMIC HT  -          72.255 (meters)     237.06  (feet)  COMP
 PE0832  MODELED GRAV-     980,565.8   (mgal)                       NAVD 88
 PE0832
 PE0832  VERT ORDER  -  SECOND    CLASS 0
 PE0832
 PE0832.The horizontal coordinates were scaled from a topographic map and have
 PE0832.an estimated accuracy of +/- 6 seconds.
 PE0832
 PE0832.The orthometric height was determined by differential leveling
 PE0832.and adjusted by the National Geodetic Survey in June 1991..
 PE0832
 PE0832.The geoid height was determined by GEOID03.
 PE0832
 PE0832.The dynamic height is computed by dividing the NAVD 88
 PE0832.geopotential number by the normal gravity value computed on the
 PE0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0832.degrees latitude (g = 980.6199 gals.).
 PE0832
 PE0832.The modeled gravity was interpolated from observed gravity values.
 PE0832
 PE0832;                    North         East    Units  Estimated Accuracy
 PE0832;SPC ME W     -   204,310.      953,110.      MT  (+/- 180 meters Scaled)
 PE0832
 PE0832                          SUPERSEDED SURVEY CONTROL
 PE0832
 PE0832  NGVD 29 (??/??/92)   72.478  (m)          237.79   (f) ADJ UNCH    2 0
 PE0832
 PE0832.Superseded values are not recommended for survey control.
 PE0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0832.See file dsdata.txt to determine how the superseded data were derived.
 PE0832
 PE0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK606464(NAD 83)
 PE0832_MARKER: DR = REFERENCE MARK DISK
 PE0832_SETTING: 66 = SET IN ROCK OUTCROP
 PE0832_SP_SET: ROCK OUTCROP
 PE0832_STAMPING: MUTTON RM 2 1958
 PE0832_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0832+STABILITY: POSITION/ELEVATION WELL
 PE0832
 PE0832  HISTORY     - Date     Condition        Report By
 PE0832  HISTORY     - 1958     MONUMENTED       CGS
 PE0832
 PE0832                          STATION DESCRIPTION
 PE0832
 PE0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0832'2.1 MI N FROM CLINTON.
 PE0832'0.2 MILES NORTH ALONG A BLACKTOP ROAD FROM THE MAINE CENTRAL
 PE0832'RAILROAD STATION AT CLINTON, THENCE 1.9 MILES NORTH ALONG A
 PE0832'GRAVEL ROAD (MUTTON LANE), SET IN THE CENTER OF THE TOP OF A
 PE0832'3-FOOT BY 3-FOOT ROCK OUTCROP, 131 FEET WEST OF THE CENTER LINE
 PE0832'OF MUTTON LANE, 119 FEET SOUTHWEST OF A TRIANGULAR BLAZED MAPLE
 PE0832'TREE, 101.2 FEET WEST-SOUTHWEST OF TRIANGULATION STATION MUTTON,
 PE0832'167 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 PE0832'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0834 ***********************************************************************
 PE0834  DESIGNATION -  MUTTON RM 3
 PE0834  PID         -  PE0834
 PE0834  STATE/COUNTY-  ME/KENNEBEC
 PE0834  USGS QUAD   -  BURNHAM (1982)
 PE0834
 PE0834                         *CURRENT SURVEY CONTROL
 PE0834  ___________________________________________________________________
 PE0834* NAD 83(1986)-  44 40 13.     (N)    069 29 49.     (W)     SCALED    
 PE0834* NAVD 88     -        72.106  (meters)     236.57   (feet)  ADJUSTED  
 PE0834  ___________________________________________________________________
 PE0834  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 PE0834  DYNAMIC HT  -          72.102 (meters)     236.55  (feet)  COMP
 PE0834  MODELED GRAV-     980,565.8   (mgal)                       NAVD 88
 PE0834
 PE0834  VERT ORDER  -  SECOND    CLASS 0
 PE0834
 PE0834.The horizontal coordinates were scaled from a topographic map and have
 PE0834.an estimated accuracy of +/- 6 seconds.
 PE0834
 PE0834.The orthometric height was determined by differential leveling
 PE0834.and adjusted by the National Geodetic Survey in June 1991..
 PE0834
 PE0834.The geoid height was determined by GEOID03.
 PE0834
 PE0834.The dynamic height is computed by dividing the NAVD 88
 PE0834.geopotential number by the normal gravity value computed on the
 PE0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0834.degrees latitude (g = 980.6199 gals.).
 PE0834
 PE0834.The modeled gravity was interpolated from observed gravity values.
 PE0834
 PE0834;                    North         East    Units  Estimated Accuracy
 PE0834;SPC ME W     -   204,310.      953,110.      MT  (+/- 180 meters Scaled)
 PE0834
 PE0834                          SUPERSEDED SURVEY CONTROL
 PE0834
 PE0834  NGVD 29 (??/??/92)   72.324  (m)          237.28   (f) ADJ UNCH    2 0
 PE0834
 PE0834.Superseded values are not recommended for survey control.
 PE0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0834.See file dsdata.txt to determine how the superseded data were derived.
 PE0834
 PE0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK606464(NAD 83)
 PE0834_MARKER: DR = REFERENCE MARK DISK
 PE0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0834_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0834_STAMPING: MUTTON NO 3 1958
 PE0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0834+STABILITY: SURFACE MOTION
 PE0834
 PE0834  HISTORY     - Date     Condition        Report By
 PE0834  HISTORY     - 1958     MONUMENTED       CGS
 PE0834
 PE0834                          STATION DESCRIPTION
 PE0834
 PE0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0834'2.1 MI N FROM CLINTON.
 PE0834'0.2 MILES NORTH ALONG A BLACKTOP ROAD FROM THE MAINE CENTRAL
 PE0834'RAILROAD STATION AT CLINTON, THENCE 1.9 MILES NORTH ALONG A
 PE0834'GRAVEL ROAD (MUTTON LANE), 32 FEET EAST OF THE CENTER LINE OF
 PE0834'MUTTON LANE, 60.5 FEET NORTH OF A POWER POLE, 64 FEET EAST OF
 PE0834'A TRIANGULAR BLAZED MAPLE TREE, 76.9 FEET NORTHEAST OF
 PE0834'TRIANGULATION STATION MUTTON, 82 FEET NORTH OF A METAL WITNESS
 PE0834'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1634 ***********************************************************************
 OC1634  DESIGNATION -  MUZZYS WHARF 1869
 OC1634  PID         -  OC1634
 OC1634  STATE/COUNTY-  ME/CUMBERLAND
 OC1634  USGS QUAD   -  PORTLAND EAST (1975)
 OC1634
 OC1634                         *CURRENT SURVEY CONTROL
 OC1634  ___________________________________________________________________
 OC1634* NAD 83(1996)-  43 38 39.07645(N)    070 14 48.94504(W)     ADJUSTED  
 OC1634* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 OC1634  ___________________________________________________________________
 OC1634  LAPLACE CORR-           3.39  (seconds)                    DEFLEC99
 OC1634  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 OC1634
 OC1634  HORZ ORDER  -  SECOND
 OC1634
 OC1634.The horizontal coordinates were established by classical geodetic methods
 OC1634.and adjusted by the National Geodetic Survey in March 1998..
 OC1634
 OC1634.The orthometric height was scaled from a topographic map.
 OC1634
 OC1634.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1634
 OC1634.The geoid height was determined by GEOID03.
 OC1634
 OC1634;                    North         East     Units Scale Factor Converg.
 OC1634;SPC ME W     -    90,083.955   893,524.319   MT  0.99996718   -0 03 19.4
 OC1634;UTM  19      - 4,833,110.150   399,432.669   MT  0.99972440   -0 51 38.4
 OC1634
 OC1634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1634!SPC ME W     -   1.00000319  x   0.99996718  =   0.99997037
 OC1634!UTM  19      -   1.00000319  x   0.99972440  =   0.99972759
 OC1634
 OC1634                          SUPERSEDED SURVEY CONTROL
 OC1634
 OC1634  NAD 83(1992)-  43 38 39.07481(N)    070 14 48.94591(W) AD(       ) 2
 OC1634  NAD 83(1986)-  43 38 39.08091(N)    070 14 48.95138(W) AD(       ) 2
 OC1634  NAD 27      -  43 38 38.77300(N)    070 14 50.79700(W) AD(       ) 2
 OC1634
 OC1634.Superseded values are not recommended for survey control.
 OC1634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1634.See file dsdata.txt to determine how the superseded data were derived.
 OC1634
 OC1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9943333110(NAD 83)
 OC1634
 OC1634  HISTORY     - Date     Condition        Report By
 OC1634  HISTORY     - 1869     MONUMENTED       COASUR
 OC1634  HISTORY     - 1913     SEE DESCRIPTION  CGS
 OC1634  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1634  HISTORY     - 1941     SEE DESCRIPTION  CGS
 OC1634
 OC1634                          STATION DESCRIPTION
 OC1634
 OC1634'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 OC1634'THE OLD WHARF OF THIS NAME, ALSO KNOWN AS PLUSH WHARF, IS AT
 OC1634'THE FOOT OF MUZZY STREET, SOUTH PORTLAND.  THE STATION IS NEAR
 OC1634'THE NW CORNER OF HIGH AND MUZZY STREETS, ON OPEN GRASS LAND
 OC1634'BELONGING TO CHARLES N. TREFETHEN, WHO LIVES NEARBY AT 237 HIGH
 OC1634'STREET.  IT IS MARKED BY A STONE POST WITH A DRILLED HOLE IN THE
 OC1634'CENTER OF THE TOP.  IT IS 7.4 METERS FROM THE EDGE OF A BLUFF,
 OC1634'ON LINE TO OUTER (W) CORNER OF THE STONE WHARF, AND 15.4 METERS
 OC1634'FROM EDGE OF BANK ON LINE TO TREFETHENS BARN CUPOLA.
 OC1634
 OC1634                          STATION RECOVERY (1933)
 OC1634
 OC1634'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1634'STATION WAS RECOVERED.  THE STATION IS IN THE OPEN GRASS LAND
 OC1634'NW OF THE INTERSECTION OF HIGH AND MUZZY STREETS, SOUTH
 OC1634'PORTLAND.  THE OLD WHARF HAS BEEN REPLACED BY THE NEW WHARF OF
 OC1634'THE U.S. LIGHTHOUSE SERVICE.  STATION IS 2.5 METERS NE OF
 OC1634'PROJECTED LINE OF THE SW SIDE OF THE WHARF AND NEARLY ON THE
 OC1634'PROJECTED SE BUILDING LINE OF THE NEW LIGHTHOUSE SERVICE
 OC1634'BUILDING AT THE HEAD OF THE WHARF AND 86.5 METERS FROM THE
 OC1634'CORNER OF THE BUILDING, ALSO 6 METERS FROM THE TOP OF A GRADED
 OC1634'SLOPE TO NW AND 15 METERS FROM THE TOP OF THE SLOPE TO NE.
 OC1634'THE MARK IS IN GOOD CONDITION AS DESCRIBED.
 OC1634
 OC1634                          STATION RECOVERY (1941)
 OC1634
 OC1634'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FLP)
 OC1634'STATION LOST WHEN THE NEW LIGHTHOUSE DEPOT WAS CONSTRUCTED.  THE
 OC1634'AREA WAS GRADED AWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB2658 ***********************************************************************
 AB2658  CBN         -  This is a Cooperative Base Network Control Station.
 AB2658  PACS        -  This is a Primary Airport Control Station.
 AB2658  DESIGNATION -  MVM A
 AB2658  PID         -  AB2658
 AB2658  STATE/COUNTY-  ME/WASHINGTON
 AB2658  USGS QUAD   -  MACHIAS (1977)
 AB2658
 AB2658                         *CURRENT SURVEY CONTROL
 AB2658  ___________________________________________________________________
 AB2658* NAD 83(1996)-  44 41 58.47679(N)    067 28 33.34740(W)     ADJUSTED  
 AB2658* NAVD 88     -        20.41   (meters)      67.0    (feet)  GPS OBS   
 AB2658  ___________________________________________________________________
 AB2658  X           -   1,739,579.210 (meters)                     COMP
 AB2658  Y           -  -4,194,730.538 (meters)                     COMP
 AB2658  Z           -   4,463,677.527 (meters)                     COMP
 AB2658  LAPLACE CORR-           5.64  (seconds)                    DEFLEC99
 AB2658  ELLIP HEIGHT-          -2.65  (meters)          (04/26/01) GPS OBS
 AB2658  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 AB2658
 AB2658  HORZ ORDER  -  B
 AB2658  ELLP ORDER  -  FOURTH    CLASS I
 AB2658
 AB2658.This mark is at Machias Valley Airport (MVM)
 AB2658
 AB2658.The horizontal coordinates were established by GPS observations
 AB2658.and adjusted by the National Geodetic Survey in July 1997..
 AB2658
 AB2658.The orthometric height was determined by GPS observations and a
 AB2658.high-resolution geoid model.
 AB2658
 AB2658.GPS derived orthometric heights for airport stations designated as
 AB2658.PACS or SACS are published to 2 decimal places.  This maintains
 AB2658.centimeter relative accuracy between the PACS and SACS.  It does
 AB2658.not indicate centimeter accuracy relative to other marks which are
 AB2658.part of the NAVD 88 network.
 AB2658
 AB2658.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2658
 AB2658.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2658
 AB2658.The ellipsoidal height was determined by GPS observations
 AB2658.and is referenced to NAD 83.
 AB2658
 AB2658.The geoid height was determined by GEOID03.
 AB2658
 AB2658;                    North         East     Units Scale Factor Converg.
 AB2658;SPC ME E     -   115,271.369   381,157.461   MT  0.99998097   +0 43 13.3
 AB2658;UTM  19      - 4,950,707.809   620,746.268   MT  0.99977929   +1 04 19.7
 AB2658
 AB2658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2658!SPC ME E     -   1.00000042  x   0.99998097  =   0.99998139
 AB2658!UTM  19      -   1.00000042  x   0.99977929  =   0.99977971
 AB2658
 AB2658:                Primary Azimuth Mark                     Grid Az
 AB2658:SPC ME E     -  MVM B                                    328 12 06.2
 AB2658:UTM  19      -  MVM B                                    327 50 59.8
 AB2658
 AB2658|---------------------------------------------------------------------|
 AB2658| PID    Reference Object                     Distance      Geod. Az  |
 AB2658|                                                           dddmmss.s |
 AB2658| AB2659 MVM B                               464.792 METERS 3285519.5 |
 AB2658|---------------------------------------------------------------------|
 AB2658
 AB2658                          SUPERSEDED SURVEY CONTROL
 AB2658
 AB2658  ELLIP H (07/24/97)   -2.67   (m)                       GP(       ) 1 1
 AB2658  NAD 83(1992)-  44 41 58.47695(N)    067 28 33.34709(W) AD(1995.00) B
 AB2658  ELLIP H (04/19/96)   -2.67   (m)                       GP(1995.00) 3 1
 AB2658
 AB2658.Superseded values are not recommended for survey control.
 AB2658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2658.See file dsdata.txt to determine how the superseded data were derived.
 AB2658
 AB2658_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK2074650708(NAD 83)
 AB2658_MARKER: I = METAL ROD
 AB2658_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB2658_STAMPING: MVM A 1995
 AB2658_MARK LOGO: NGS   
 AB2658_PROJECTION: FLUSH
 AB2658_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2658_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2658_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2658+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2000
 AB2658_ROD/PIPE-DEPTH: 6.7  meters
 AB2658
 AB2658  HISTORY     - Date     Condition        Report By
 AB2658  HISTORY     - 1995     MONUMENTED       CHANCE
 AB2658  HISTORY     - 19960708 GOOD             NGS
 AB2658  HISTORY     - 20000714 GOOD             MEDT
 AB2658
 AB2658                          STATION DESCRIPTION
 AB2658
 AB2658'DESCRIBED BY JE CHANCE AND ASSOCIATES 1995 (CRL)
 AB2658'THE STATION IS LOCATED 2.1 KM (1.30 MI) SOUTHWEST OF MACHIAS AT THE
 AB2658'MACHIAS VALLEY MUNICIPAL AIRPORT.  OWNERSHIP--TOWN OF MACHIAS, JEFF
 AB2658'BROWN - TOWN MANAGER, PHONE 207-255-6621  TO REACH THE STATION FROM
 AB2658'THE BRIDGE CROSSING ON U.S.  HIGHWAY 1 OVER THE MACHIAS RIVER IN
 AB2658'MACHIAS, PROCEED SOUTHWESTERLY ON U.S.  HIGHWAY 1 FOR 2.1 KM (1.30 MI)
 AB2658'TO THE AIRPORT ACCESS ROAD ON THE RIGHT.  TURN RIGHT AND PROCEED NORTH
 AB2658'ON THE AIRPORT ACCESS ROAD FOR 0.24 KM (0.15 MI) TO THE STATION ON THE
 AB2658'LEFT IN THE GRASS NEAR THE SOUTH END OF RUNWAY 18-36  THE STATION IS
 AB2658'THE TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH
 AB2658'OF 6.65 M (21.82 FT) RECESSED 15 CM BELOW GROUND LEVEL IN A 2.5 CM
 AB2658'GREASE FILLED FLUTED PLASTIC SLEEVE 90 CM LONG ENCASED IN A 12.7 CM
 AB2658'DIA PVC PIPE WITH NGS LOGO CAP SURROUNDED BY CONCRETE.  THE LOGO CAP
 AB2658'AND CONCRETE ARE SET FLUSH WITH THE GROUND. THE STATION IS LOCATED
 AB2658'41.05 M (134.68 FT) EAST FROM THE CENTERLINE OF THE SOUTH END OF
 AB2658'RUNWAY 18-36, 9.12 M (29.92 FT) EAST FROM THE EASTERN RUNWAY END
 AB2658'INDICATOR LIGHT (REIL) , 60.82 M (199.54 FT) SOUTHEAST FROM THE FIRST
 AB2658'RUNWAY LIGHT NORTH OF THE SOUTH END OF RUNWAY 18-36, 48.80 M (160.10
 AB2658'FT) SOUTH FROM THE WINDSOCK, 39.00 M (127.95 FT) SOUTHWEST FROM A
 AB2658'UTILITY POLE, 43.50 M (142.72 FT) NORTHWEST FROM A UTILITY POLE, AND
 AB2658'0.9 M (3.0 FT) WEST FROM A CARSONITE WITNESS POST  THE STATION IS
 AB2658'DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION (PACS) - MAINE ANA
 AB2658'SURVEYS 1995
 AB2658
 AB2658                          STATION RECOVERY (1996)
 AB2658
 AB2658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AB2658'THE STATION IS LOCATED 2.1 KM (1.30 MI) SOUTHWEST OF MACHIAS AT THE
 AB2658'MACHIAS VALLEY MUNICIPAL AIRPORT.  OWNERSHIP--TOWN OF MACHIAS, JEFF
 AB2658'BROWN - TOWN MANAGER, PHONE 207-255-6621 TO REACH THE STATION FROM THE
 AB2658'BRIDGE CROSSING ON U.S.  HIGHWAY 1 OVER THE MACHIAS RIVER IN MACHIAS,
 AB2658'PROCEED SOUTHWESTERLY ON U.S.  HIGHWAY 1 FOR 2.1 KM (1.30 MI) TO THE
 AB2658'AIRPORT ACCESS ROAD ON THE RIGHT.  TURN RIGHT AND PROCEED NORTH ON THE
 AB2658'AIRPORT ACCESS ROAD FOR 0.24 KM (0.15 MI) TO THE STATION ON THE LEFT
 AB2658'IN THE GRASS NEAR THE SOUTH END OF RUNWAY 18-36 THE STATION IS THE TOP
 AB2658'CENTER OF A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 6.65 M
 AB2658'(21.82 FT) RECESSED 15 CM BELOW GROUND LEVEL IN A 2.5 CM GREASE FILLED
 AB2658'FLUTED PLASTIC SLEEVE 90 CM LONG ENCASED IN A 12.7 CM DIA PVC PIPE
 AB2658'WITH NGS LOGO CAP SURROUNDED BY CONCRETE.  THE LOGO CAP AND CONCRETE
 AB2658'ARE SET FLUSH WITH THE GROUND. THE STATION IS LOCATED 41.05 M (134.68
 AB2658'FT) EAST FROM THE CENTERLINE OF THE SOUTH END OF RUNWAY 18-36, 9.12 M
 AB2658'(29.92 FT) EAST FROM THE EASTERN RUNWAY END INDICATOR LIGHT (REIL) ,
 AB2658'60.82 M (199.54 FT) SOUTHEAST FROM THE FIRST RUNWAY LIGHT NORTH OF THE
 AB2658'SOUTH END OF RUNWAY 18-36, 48.80 M (160.10 FT) SOUTH FROM THE
 AB2658'WINDSOCK, 39.00 M (127.95 FT) SOUTHWEST FROM A UTILITY POLE, 43.50 M
 AB2658'(142.72 FT) NORTHWEST FROM A UTILITY POLE, AND 0.9 M (3.0 FT) WEST
 AB2658'FROM A CARSONITE WITNESS POST THE STATION IS DESIGNATED AS A PRIMARY
 AB2658'AIRPORT CONTROL STATION (PACS) - MAINE ANA SURVEYS 1995
 AB2658
 AB2658                          STATION RECOVERY (2000)
 AB2658
 AB2658'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 2000 (TL)
 AB2658'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB2659 ***********************************************************************
 AB2659  SACS        -  This is a Secondary Airport Control Station.
 AB2659  DESIGNATION -  MVM B
 AB2659  PID         -  AB2659
 AB2659  STATE/COUNTY-  ME/WASHINGTON
 AB2659  USGS QUAD   -  MACHIAS (1977)
 AB2659
 AB2659                         *CURRENT SURVEY CONTROL
 AB2659  ___________________________________________________________________
 AB2659* NAD 83(1996)-  44 42 11.37267(N)    067 28 44.24590(W)     ADJUSTED  
 AB2659* NAVD 88     -        25.90   (meters)      85.0    (feet)  GPS OBS   
 AB2659  ___________________________________________________________________
 AB2659  X           -   1,739,251.811 (meters)                     COMP
 AB2659  Y           -  -4,194,567.389 (meters)                     COMP
 AB2659  Z           -   4,463,964.326 (meters)                     COMP
 AB2659  LAPLACE CORR-           5.56  (seconds)                    DEFLEC99
 AB2659  ELLIP HEIGHT-           2.83  (meters)          (01/07/02) GPS OBS
 AB2659  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 AB2659
 AB2659  HORZ ORDER  -  FIRST
 AB2659  ELLP ORDER  -  FIFTH     CLASS I
 AB2659
 AB2659.This mark is at Machias Valley Airport (MVM)
 AB2659
 AB2659.The horizontal coordinates were established by GPS observations
 AB2659.and adjusted by the National Geodetic Survey in July 1997..
 AB2659
 AB2659.The orthometric height was determined by GPS observations and a
 AB2659.high-resolution geoid model.
 AB2659
 AB2659.GPS derived orthometric heights for airport stations designated as
 AB2659.PACS or SACS are published to 2 decimal places.  This maintains
 AB2659.centimeter relative accuracy between the PACS and SACS.  It does
 AB2659.not indicate centimeter accuracy relative to other marks which are
 AB2659.part of the NAVD 88 network.
 AB2659
 AB2659.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2659
 AB2659.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2659
 AB2659.The ellipsoidal height was determined by GPS observations
 AB2659.and is referenced to NAD 83.
 AB2659
 AB2659.The geoid height was determined by GEOID03.
 AB2659
 AB2659;                    North         East     Units Scale Factor Converg.
 AB2659;SPC ME E     -   115,666.392   380,912.553   MT  0.99998048   +0 43 05.8
 AB2659;UTM  19      - 4,951,101.241   620,498.989   MT  0.99977855   +1 04 12.3
 AB2659
 AB2659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2659!SPC ME E     -   0.99999956  x   0.99998048  =   0.99998004
 AB2659!UTM  19      -   0.99999956  x   0.99977855  =   0.99977811
 AB2659
 AB2659:                Primary Azimuth Mark                     Grid Az
 AB2659:SPC ME E     -  MVM A                                    148 12 06.0
 AB2659:UTM  19      -  MVM A                                    147 50 59.5
 AB2659
 AB2659|---------------------------------------------------------------------|
 AB2659| PID    Reference Object                     Distance      Geod. Az  |
 AB2659|                                                           dddmmss.s |
 AB2659| AB2658 MVM A                               464.792 METERS 1485511.8 |
 AB2659|---------------------------------------------------------------------|
 AB2659
 AB2659                          SUPERSEDED SURVEY CONTROL
 AB2659
 AB2659  ELLIP H (07/24/97)    2.81   (m)                       GP(       ) 1 1
 AB2659  NAD 83(1992)-  44 42 11.37283(N)    067 28 44.24558(W) AD(1995.00) 1
 AB2659  ELLIP H (04/19/96)    2.82   (m)                       GP(1995.00) 3 1
 AB2659
 AB2659.Superseded values are not recommended for survey control.
 AB2659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2659.See file dsdata.txt to determine how the superseded data were derived.
 AB2659
 AB2659_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK2049951101(NAD 83)
 AB2659_MARKER: DD = SURVEY DISK
 AB2659_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB2659_STAMPING: MVM B 1995
 AB2659_MARK LOGO: NGS   
 AB2659_PROJECTION: FLUSH
 AB2659_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2659+STABILITY: SURFACE MOTION
 AB2659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2659+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1996
 AB2659_ROD/PIPE-DEPTH: 1    meters
 AB2659
 AB2659  HISTORY     - Date     Condition        Report By
 AB2659  HISTORY     - 1995     MONUMENTED       CHANCE
 AB2659  HISTORY     - 19960708 GOOD             NGS
 AB2659
 AB2659                          STATION DESCRIPTION
 AB2659
 AB2659'DESCRIBED BY JE CHANCE AND ASSOCIATES 1995 (CRL)
 AB2659'THE STATION IS LOCATED 2.1 KM (1.30 MI) SOUTHWEST OF MACHIAS AT THE
 AB2659'MACHIAS VALLEY MUNICIPAL AIRPORT.  OWNERSHIP--TOWN OF MACHIAS, JEFF
 AB2659'BROWN - TOWN MANAGER, PHONE 207-255-6621  TO REACH THE STATION FROM
 AB2659'THE BRIDGE CROSSING ON U.S.  HIGHWAY 1 OVER THE MACHIAS RIVER IN
 AB2659'MACHIAS, PROCEED SOUTHWESTERLY ON U.S.  HIGHWAY 1 FOR 2.1 KM (1.30 MI)
 AB2659'TO THE AIRPORT ACCESS ROAD ON THE RIGHT.  TURN RIGHT AND PROCEED NORTH
 AB2659'ON THE AIRPORT ACCESS ROAD FOR 0.32 KM (0.20 MI) TO GATE AND TERMINAL
 AB2659'BLDG.  CROSS THE APRON AND FOLLOW TAXIWAY TO RUNWAY.  GO NORTH ON
 AB2659'RUNWAY FOR 0.24 KM (0.15 MI) TO STATION ON THE LEFT 15 M (49.2 FT)
 AB2659'FROM RUNWAY EDGE  THE STATION IS THE CENTER OF A 5 CM SURVEY DISK SET
 AB2659'INTO THE TOP OF A 1.0 M (3.3 FT) LONG FENO PIPE, RECESSED 12 CM BELOW
 AB2659'GROUND LEVEL AND ENCASED IN A 12.7 CM DIA PVC PIPE WITH A LOGO CAP
 AB2659'SURROUNDED BY CONCRETE.  THE LOGO CAP AND CONCRETE ARE SET FLUSH WITH
 AB2659'THE GROUND. THREE CIRCULAR ANCHOR PRONGS EXTEND FROM THE BOTTOM OF THE
 AB2659'PIPE.  THE STATION IS LOCATED 30.15 M (98.92 FT) SOUTH-SOUTHWEST FROM
 AB2659'THE 7TH RUNWAY LIGHT FROM NORTH, 30.52 M (100.13 FT) NORTH-NORTHWEST
 AB2659'FROM 8TH RUNWAY LIGHT FROM NORTH, 14.85 M (48.72 FT) WEST FROM THE
 AB2659'WEST EDGE OF RUNWAY, AND 0.9 M (3.0 FT) EAST FROM CARSONITE WITNESS
 AB2659'POST  THE STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION
 AB2659'(SACS) - MAINE ANA SURVEYS 1995
 AB2659
 AB2659                          STATION RECOVERY (1996)
 AB2659
 AB2659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AB2659'THE STATION IS LOCATED 2.1 KM (1.30 MI) SOUTHWEST OF MACHIAS AT THE
 AB2659'MACHIAS VALLEY MUNICIPAL AIRPORT.  OWNERSHIP--TOWN OF MACHIAS, JEFF
 AB2659'BROWN - TOWN MANAGER, PHONE 207-255-6621 TO REACH THE STATION FROM THE
 AB2659'BRIDGE CROSSING ON U.S.  HIGHWAY 1 OVER THE MACHIAS RIVER IN MACHIAS,
 AB2659'PROCEED SOUTHWESTERLY ON U.S.  HIGHWAY 1 FOR 2.1 KM (1.30 MI) TO THE
 AB2659'AIRPORT ACCESS ROAD ON THE RIGHT.  TURN RIGHT AND PROCEED NORTH ON THE
 AB2659'AIRPORT ACCESS ROAD FOR 0.32 KM (0.20 MI) TO GATE AND TERMINAL BLDG.
 AB2659'CROSS THE APRON AND FOLLOW TAXIWAY TO RUNWAY.  GO NORTH ON RUNWAY FOR
 AB2659'0.24 KM (0.15 MI) TO STATION ON THE LEFT 15 M (49.2 FT) FROM RUNWAY
 AB2659'EDGE THE STATION IS THE CENTER OF A 5 CM SURVEY DISK SET INTO THE TOP
 AB2659'OF A 1.0 M (3.3 FT) LONG FENO PIPE, RECESSED 12 CM BELOW GROUND LEVEL
 AB2659'AND ENCASED IN A 12.7 CM DIA PVC PIPE WITH A LOGO CAP SURROUNDED BY
 AB2659'CONCRETE.  THE LOGO CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
 AB2659'THREE CIRCULAR ANCHOR PRONGS EXTEND FROM THE BOTTOM OF THE PIPE.  THE
 AB2659'STATION IS LOCATED 30.15 M (98.92 FT) SOUTH-SOUTHWEST FROM THE 7TH
 AB2659'RUNWAY LIGHT FROM NORTH, 30.52 M (100.13 FT) NORTH-NORTHWEST FROM 8TH
 AB2659'RUNWAY LIGHT FROM NORTH, 14.85 M (48.72 FT) WEST FROM THE WEST EDGE OF
 AB2659'RUNWAY, AND 0.9 M (3.0 FT) EAST FROM CARSONITE WITNESS POST THE
 AB2659'STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION (SACS) -
 AB2659'MAINE ANA SURVEYS 1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB2660 ***********************************************************************
 AB2660  SACS        -  This is a Secondary Airport Control Station.
 AB2660  DESIGNATION -  MVM C
 AB2660  PID         -  AB2660
 AB2660  STATE/COUNTY-  ME/WASHINGTON
 AB2660  USGS QUAD   -  MACHIAS (1977)
 AB2660
 AB2660                         *CURRENT SURVEY CONTROL
 AB2660  ___________________________________________________________________
 AB2660* NAD 83(1996)-  44 42 25.49607(N)    067 28 49.47971(W)     ADJUSTED  
 AB2660* NAVD 88     -        29.20   (meters)      95.8    (feet)  GPS OBS   
 AB2660  ___________________________________________________________________
 AB2660  X           -   1,739,028.809 (meters)                     COMP
 AB2660  Y           -  -4,194,330.375 (meters)                     COMP
 AB2660  Z           -   4,464,276.491 (meters)                     COMP
 AB2660  LAPLACE CORR-           5.47  (seconds)                    DEFLEC99
 AB2660  ELLIP HEIGHT-           6.11  (meters)          (01/07/02) GPS OBS
 AB2660  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 AB2660
 AB2660  HORZ ORDER  -  FIRST
 AB2660  ELLP ORDER  -  FIFTH     CLASS I
 AB2660
 AB2660.This mark is at Machias Valley Airport (MVM)
 AB2660
 AB2660.The horizontal coordinates were established by GPS observations
 AB2660.and adjusted by the National Geodetic Survey in July 1997..
 AB2660
 AB2660.The orthometric height was determined by GPS observations and a
 AB2660.high-resolution geoid model.
 AB2660
 AB2660.GPS derived orthometric heights for airport stations designated as
 AB2660.PACS or SACS are published to 2 decimal places.  This maintains
 AB2660.centimeter relative accuracy between the PACS and SACS.  It does
 AB2660.not indicate centimeter accuracy relative to other marks which are
 AB2660.part of the NAVD 88 network.
 AB2660
 AB2660.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2660
 AB2660.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2660
 AB2660.The ellipsoidal height was determined by GPS observations
 AB2660.and is referenced to NAD 83.
 AB2660
 AB2660.The geoid height was determined by GEOID03.
 AB2660
 AB2660;                    North         East     Units Scale Factor Converg.
 AB2660;SPC ME E     -   116,100.872   380,791.886   MT  0.99998024   +0 43 02.3
 AB2660;UTM  19      - 4,951,534.884   620,375.681   MT  0.99977819   +1 04 08.9
 AB2660
 AB2660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2660!SPC ME E     -   0.99999904  x   0.99998024  =   0.99997928
 AB2660!UTM  19      -   0.99999904  x   0.99977819  =   0.99977723
 AB2660
 AB2660                          SUPERSEDED SURVEY CONTROL
 AB2660
 AB2660  ELLIP H (07/24/97)    6.09   (m)                       GP(       ) 1 1
 AB2660  NAD 83(1992)-  44 42 25.49623(N)    067 28 49.47940(W) AD(1995.00) 1
 AB2660  ELLIP H (04/19/96)    6.10   (m)                       GP(1995.00) 3 1
 AB2660
 AB2660.Superseded values are not recommended for survey control.
 AB2660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2660.See file dsdata.txt to determine how the superseded data were derived.
 AB2660
 AB2660_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK2037651535(NAD 83)
 AB2660_MARKER: DD = SURVEY DISK
 AB2660_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB2660_STAMPING: MVM C 1995
 AB2660_MARK LOGO: NGS   
 AB2660_PROJECTION: FLUSH
 AB2660_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2660+STABILITY: SURFACE MOTION
 AB2660_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2660+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1996
 AB2660_ROD/PIPE-DEPTH: 1    meters
 AB2660
 AB2660  HISTORY     - Date     Condition        Report By
 AB2660  HISTORY     - 1995     MONUMENTED       CHANCE
 AB2660  HISTORY     - 19960708 GOOD             NGS
 AB2660
 AB2660                          STATION DESCRIPTION
 AB2660
 AB2660'DESCRIBED BY JE CHANCE AND ASSOCIATES 1995 (CRL)
 AB2660'THE STATION IS LOCATED 2.1 KM (1.30 MI) SOUTHWEST OF MACHIAS AT THE
 AB2660'MACHIAS VALLEY MUNICIPAL AIRPORT.  OWNERSHIP--TOWN OF MACHIAS, JEFF
 AB2660'BROWN - TOWN MANAGER, PHONE 207-255-6621  TO REACH THE STATION FROM
 AB2660'THE BRIDGE CROSSING ON U.S.  HIGHWAY 1 OVER THE MACHIAS RIVER IN
 AB2660'MACHIAS, PROCEED SOUTHWESTERLY ON U.S.  HIGHWAY 1 FOR 2.1 KM (1.30 MI)
 AB2660'TO THE AIRPORT ACCESS ROAD ON THE RIGHT.  TURN RIGHT AND PROCEED NORTH
 AB2660'ON THE AIRPORT ACCESS ROAD FOR 0.32 KM (0.20 MI) TO GATE AND TERMINAL
 AB2660'BLDG.  PROCEED THROUGH GATE AND CROSS THE APRON AND FOLLOW A GRAVEL
 AB2660'ROAD AND DIRT TRACK NORTHWESTERLY FOR 0.8 KM (0.50 MI) TO END OF THE
 AB2660'RUNWAY AND THE STATION ON THE RIGHT  THE STATION IS THE CENTER OF A 5
 AB2660'CM SURVEY DISK SET INTO THE TOP OF A 1.0 M (3.3 FT) LONG FENO PIPE,
 AB2660'RECESSED 10 CM BELOW GROUND LEVEL AND ENCASED IN A 12.7 CM DIA PVC
 AB2660'PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE.  THE LOGO CAP AND
 AB2660'CONCRETE ARE SET FLUSH WITH THE GROUND. THREE CIRCULAR ANCHOR PRONGS
 AB2660'EXTEND FROM THE BOTTOM OF THE PIPE.  THE STATION IS LOCATED 44.71 M
 AB2660'(146.69 FT) NORTHEAST FROM THE CENTERLINE END OF RUNWAY, 31.28 M
 AB2660'(102.62 FT) EAST FROM THE NORTHEAST CORNER OF THE PAVED UNUSABLE
 AB2660'RUNWAY NORTH OF THE THRESHOLD, 34.30 M (112.53 FT) NORTHEAST OF THE
 AB2660'EASTERNMOST THRESHOLD LIGHT, 81.04 M (265.88 FT) NORTH-NORTHEAST OF
 AB2660'THE FIRST RUNWAY LIGHT SOUTH OF THE RUNWAY END ON THE EAST SIDE, AND
 AB2660'0.9 M (3.0 FT) WEST OF A CARSONITE WITNESS POST  THE STATION IS
 AB2660'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION (SACS) - MAINE ANA
 AB2660'SURVEYS 1995
 AB2660
 AB2660                          STATION RECOVERY (1996)
 AB2660
 AB2660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AB2660'THE STATION IS LOCATED 2.1 KM (1.30 MI) SOUTHWEST OF MACHIAS AT THE
 AB2660'MACHIAS VALLEY MUNICIPAL AIRPORT.  OWNERSHIP--TOWN OF MACHIAS, JEFF
 AB2660'BROWN - TOWN MANAGER, PHONE 207-255-6621 TO REACH THE STATION FROM THE
 AB2660'BRIDGE CROSSING ON U.S.  HIGHWAY 1 OVER THE MACHIAS RIVER IN MACHIAS,
 AB2660'PROCEED SOUTHWESTERLY ON U.S.  HIGHWAY 1 FOR 2.1 KM (1.30 MI) TO THE
 AB2660'AIRPORT ACCESS ROAD ON THE RIGHT.  TURN RIGHT AND PROCEED NORTH ON THE
 AB2660'AIRPORT ACCESS ROAD FOR 0.32 KM (0.20 MI) TO GATE AND TERMINAL BLDG.
 AB2660'PROCEED THROUGH GATE AND CROSS THE APRON AND FOLLOW A GRAVEL ROAD AND
 AB2660'DIRT TRACK NORTHWESTERLY FOR 0.8 KM (0.50 MI) TO END OF THE RUNWAY AND
 AB2660'THE STATION ON THE RIGHT THE STATION IS THE CENTER OF A 5 CM SURVEY
 AB2660'DISK SET INTO THE TOP OF A 1.0 M (3.3 FT) LONG FENO PIPE, RECESSED 10
 AB2660'CM BELOW GROUND LEVEL AND ENCASED IN A 12.7 CM DIA PVC PIPE WITH A
 AB2660'LOGO CAP SURROUNDED BY CONCRETE.  THE LOGO CAP AND CONCRETE ARE SET
 AB2660'FLUSH WITH THE GROUND. THREE CIRCULAR ANCHOR PRONGS EXTEND FROM THE
 AB2660'BOTTOM OF THE PIPE.  THE STATION IS LOCATED 44.71 M (146.69 FT)
 AB2660'NORTHEAST FROM THE CENTERLINE END OF RUNWAY, 31.28 M (102.62 FT) EAST
 AB2660'FROM THE NORTHEAST CORNER OF THE PAVED UNUSABLE RUNWAY NORTH OF THE
 AB2660'THRESHOLD, 34.30 M (112.53 FT) NORTHEAST OF THE EASTERNMOST THRESHOLD
 AB2660'LIGHT, 81.04 M (265.88 FT) NORTH-NORTHEAST OF THE FIRST RUNWAY LIGHT
 AB2660'SOUTH OF THE RUNWAY END ON THE EAST SIDE, AND 0.9 M (3.0 FT) WEST OF A
 AB2660'CARSONITE WITNESS POST THE STATION IS DESIGNATED AS A SECONDARY
 AB2660'AIRPORT CONTROL STATION (SACS) - MAINE ANA SURVEYS 1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0279 ***********************************************************************
 SF0279  DESIGNATION -  MWSKA CATH CH SP IBC 1951
 SF0279  PID         -  SF0279
 SF0279  STATE/COUNTY-  ME/AROOSTOOK
 SF0279  USGS QUAD   -  MADAWASKA (1986)
 SF0279
 SF0279                         *CURRENT SURVEY CONTROL
 SF0279  ___________________________________________________________________
 SF0279* NAD 83(1996)-  47 21 16.50901(N)    068 19 39.87866(W)     ADJUSTED  
 SF0279* NAVD 88     -                                                        
 SF0279  ___________________________________________________________________
 SF0279  LAPLACE CORR-           5.78  (seconds)                    DEFLEC99
 SF0279  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 SF0279
 SF0279  HORZ ORDER  -  THIRD
 SF0279
 SF0279.The horizontal coordinates were established by classical geodetic methods
 SF0279.and adjusted by the National Geodetic Survey in March 1998..
 SF0279
 SF0279
 SF0279.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0279
 SF0279.The geoid height was determined by GEOID03.
 SF0279
 SF0279;                    North         East     Units Scale Factor Converg.
 SF0279;SPC ME E     -   409,855.201   313,012.867   MT  0.99990208   +0 07 36.1
 SF0279;UTM  19      - 5,244,788.258   550,769.440   MT  0.99963168   +0 29 40.2
 SF0279
 SF0279                          SUPERSEDED SURVEY CONTROL
 SF0279
 SF0279  NAD 83(1992)-  47 21 16.50435(N)    068 19 39.87539(W) AD(       ) 4
 SF0279  NAD 83(1986)-  47 21 16.50975(N)    068 19 39.86721(W) AD(       ) 4
 SF0279  NAD 27      -  47 21 16.36653(N)    068 19 41.71062(W) AD(       ) 3
 SF0279
 SF0279.Superseded values are not recommended for survey control.
 SF0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0279.See file dsdata.txt to determine how the superseded data were derived.
 SF0279
 SF0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN5076944788(NAD 83)
 SF0279_MARKER: 90 = CHURCH SPIRE
 SF0279
 SF0279  HISTORY     - Date     Condition        Report By
 SF0279  HISTORY     - 1951     FIRST OBSERVED   IBC
 SF0279  HISTORY     - 1975     GOOD             NGS
 SF0279
 SF0279                          STATION DESCRIPTION
 SF0279
 SF0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CRM)
 SF0279'THE STATION WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0281 ***********************************************************************
 SF0281  DESIGNATION -  MWSKA FRASER WT TK IBC 1973
 SF0281  PID         -  SF0281
 SF0281  STATE/COUNTY-  ME/AROOSTOOK
 SF0281  USGS QUAD   -  MADAWASKA (1986)
 SF0281
 SF0281                         *CURRENT SURVEY CONTROL
 SF0281  ___________________________________________________________________
 SF0281* NAD 83(1996)-  47 21 23.08783(N)    068 19 38.09689(W)     ADJUSTED  
 SF0281* NAVD 88     -                                                        
 SF0281  ___________________________________________________________________
 SF0281  LAPLACE CORR-           5.76  (seconds)                    DEFLEC99
 SF0281  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 SF0281
 SF0281  HORZ ORDER  -  THIRD
 SF0281
 SF0281.The horizontal coordinates were established by classical geodetic methods
 SF0281.and adjusted by the National Geodetic Survey in March 1998..
 SF0281
 SF0281
 SF0281.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0281
 SF0281.The geoid height was determined by GEOID03.
 SF0281
 SF0281;                    North         East     Units Scale Factor Converg.
 SF0281;SPC ME E     -   410,058.435   313,049.806   MT  0.99990209   +0 07 37.5
 SF0281;UTM  19      - 5,244,991.670   550,805.064   MT  0.99963172   +0 29 41.5
 SF0281
 SF0281                          SUPERSEDED SURVEY CONTROL
 SF0281
 SF0281  NAD 83(1992)-  47 21 23.08315(N)    068 19 38.09362(W) AD(       ) 4
 SF0281  NAD 83(1986)-  47 21 23.08855(N)    068 19 38.08540(W) AD(       ) 4
 SF0281  NAD 27      -  47 21 22.94512(N)    068 19 39.92805(W) AD(       ) 3
 SF0281
 SF0281.Superseded values are not recommended for survey control.
 SF0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0281.See file dsdata.txt to determine how the superseded data were derived.
 SF0281
 SF0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN5080544992(NAD 83)
 SF0281_MARKER: 51 = TANK
 SF0281
 SF0281  HISTORY     - Date     Condition        Report By
 SF0281  HISTORY     - 1973     FIRST OBSERVED   IBC
 SF0281  HISTORY     - 1975     GOOD             NGS
 SF0281
 SF0281                          STATION DESCRIPTION
 SF0281
 SF0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CRM)
 SF0281'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0267 ***********************************************************************
 SF0267  DESIGNATION -  MWSKA MUN WT TK IBC 1973
 SF0267  PID         -  SF0267
 SF0267  STATE/COUNTY-  ME/AROOSTOOK
 SF0267  USGS QUAD   -  MADAWASKA (1986)
 SF0267
 SF0267                         *CURRENT SURVEY CONTROL
 SF0267  ___________________________________________________________________
 SF0267* NAD 83(1996)-  47 20 51.87687(N)    068 19 42.32701(W)     ADJUSTED  
 SF0267* NAVD 88     -                                                        
 SF0267  ___________________________________________________________________
 SF0267  LAPLACE CORR-           5.82  (seconds)                    DEFLEC99
 SF0267  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 SF0267
 SF0267  HORZ ORDER  -  THIRD
 SF0267
 SF0267.The horizontal coordinates were established by classical geodetic methods
 SF0267.and adjusted by the National Geodetic Survey in March 1998..
 SF0267
 SF0267
 SF0267.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0267
 SF0267.The geoid height was determined by GEOID03.
 SF0267
 SF0267;                    North         East     Units Scale Factor Converg.
 SF0267;SPC ME E     -   409,094.457   312,963.165   MT  0.99990206   +0 07 34.3
 SF0267;UTM  19      - 5,244,027.417   550,724.635   MT  0.99963162   +0 29 38.2
 SF0267
 SF0267                          SUPERSEDED SURVEY CONTROL
 SF0267
 SF0267  NAD 83(1992)-  47 20 51.87228(N)    068 19 42.32372(W) AD(       ) 4
 SF0267  NAD 83(1986)-  47 20 51.87768(N)    068 19 42.31571(W) AD(       ) 4
 SF0267  NAD 27      -  47 20 51.73416(N)    068 19 44.15825(W) AD(       ) 3
 SF0267
 SF0267.Superseded values are not recommended for survey control.
 SF0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0267.See file dsdata.txt to determine how the superseded data were derived.
 SF0267
 SF0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN5072544027(NAD 83)
 SF0267_MARKER: 51 = TANK
 SF0267
 SF0267  HISTORY     - Date     Condition        Report By
 SF0267  HISTORY     - 1973     FIRST OBSERVED   IBC
 SF0267  HISTORY     - 1975     GOOD             NGS
 SF0267
 SF0267                          STATION DESCRIPTION
 SF0267
 SF0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CRM)
 SF0267'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0001 ***********************************************************************
 QH0001  DESIGNATION -  N
 QH0001  PID         -  QH0001
 QH0001  STATE/COUNTY-  ME/SOMERSET
 QH0001  USGS QUAD   -  HOLEB (1989)
 QH0001
 QH0001                         *CURRENT SURVEY CONTROL
 QH0001  ___________________________________________________________________
 QH0001* NAD 83(1986)-  45 34 37.     (N)    070 29 34.     (W)     SCALED    
 QH0001* NAVD 88     -       386.316  (meters)    1267.44   (feet)  ADJUSTED  
 QH0001  ___________________________________________________________________
 QH0001  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 QH0001  DYNAMIC HT  -         386.300 (meters)    1267.39  (feet)  COMP
 QH0001  MODELED GRAV-     980,563.3   (mgal)                       NAVD 88
 QH0001
 QH0001  VERT ORDER  -  FIRST     CLASS II
 QH0001
 QH0001.The horizontal coordinates were scaled from a topographic map and have
 QH0001.an estimated accuracy of +/- 6 seconds.
 QH0001
 QH0001.The orthometric height was determined by differential leveling
 QH0001.and adjusted by the National Geodetic Survey in June 1991..
 QH0001
 QH0001.The geoid height was determined by GEOID03.
 QH0001
 QH0001.The dynamic height is computed by dividing the NAVD 88
 QH0001.geopotential number by the normal gravity value computed on the
 QH0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QH0001.degrees latitude (g = 980.6199 gals.).
 QH0001
 QH0001.The modeled gravity was interpolated from observed gravity values.
 QH0001
 QH0001;                    North         East    Units  Estimated Accuracy
 QH0001;SPC ME W     -   304,900.      874,550.      MT  (+/- 180 meters Scaled)
 QH0001
 QH0001                          SUPERSEDED SURVEY CONTROL
 QH0001
 QH0001  NGVD 29 (??/??/92)  386.485  (m)         1267.99   (f) ADJ UNCH    1 2
 QH0001
 QH0001.Superseded values are not recommended for survey control.
 QH0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0001.See file dsdata.txt to determine how the superseded data were derived.
 QH0001
 QH0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL835481(NAD 83)
 QH0001_MARKER: DB = BENCH MARK DISK
 QH0001_SETTING: 80 = SET IN A BOULDER
 QH0001_SP_SET: BOULDER
 QH0001_STAMPING: ELEV 1267.993 FT N 1916
 QH0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0001+STABILITY: SURFACE MOTION
 QH0001
 QH0001  HISTORY     - Date     Condition        Report By
 QH0001  HISTORY     - 1916     MONUMENTED       CGS
 QH0001  HISTORY     - 1934     GOOD             NGS
 QH0001
 QH0001                          STATION DESCRIPTION
 QH0001
 QH0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1916
 QH0001'1.5 MI W FROM HOLEB.
 QH0001'1.5 MILES WEST ALONG THE CANADIAN PACIFIC RAILWAY FROM HOLEB,
 QH0001'SOMERSET COUNTY, 4-1/2 POLES WEST OF MILEPOST 88, 15 YARDS SOUTH
 QH0001'OF THE CENTER LINE OF THE TRACK, IN THE TOP OF AN 8- BY 12-FOOT
 QH0001'BOULDER, AND ABOUT 2 FEET ABOVE THE GROUND.  A STANDARD DISK,
 QH0001'STAMPED ELEV 1267.993 FT N 1916.
 QH0001
 QH0001                          STATION RECOVERY (1934)
 QH0001
 QH0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QH0001'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0152 ***********************************************************************
 PE0152  DESIGNATION -  N 1
 PE0152  PID         -  PE0152
 PE0152  STATE/COUNTY-  ME/HANCOCK
 PE0152  USGS QUAD   -  HOPKINS POND (1988)
 PE0152
 PE0152                         *CURRENT SURVEY CONTROL
 PE0152  ___________________________________________________________________
 PE0152* NAD 83(1986)-  44 49 15.     (N)    068 27 58.     (W)     SCALED    
 PE0152* NAVD 88     -       159.298  (meters)     522.63   (feet)  ADJUSTED  
 PE0152  ___________________________________________________________________
 PE0152  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 PE0152  DYNAMIC HT  -         159.288 (meters)     522.60  (feet)  COMP
 PE0152  MODELED GRAV-     980,552.1   (mgal)                       NAVD 88
 PE0152
 PE0152  VERT ORDER  -  SECOND    CLASS 0
 PE0152
 PE0152.The horizontal coordinates were scaled from a topographic map and have
 PE0152.an estimated accuracy of +/- 6 seconds.
 PE0152
 PE0152.The orthometric height was determined by differential leveling
 PE0152.and adjusted by the National Geodetic Survey in June 1991..
 PE0152
 PE0152.The geoid height was determined by GEOID03.
 PE0152
 PE0152.The dynamic height is computed by dividing the NAVD 88
 PE0152.geopotential number by the normal gravity value computed on the
 PE0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0152.degrees latitude (g = 980.6199 gals.).
 PE0152
 PE0152.The modeled gravity was interpolated from observed gravity values.
 PE0152
 PE0152;                    North         East    Units  Estimated Accuracy
 PE0152;SPC ME E     -   128,240.      302,680.      MT  (+/- 180 meters Scaled)
 PE0152
 PE0152                          SUPERSEDED SURVEY CONTROL
 PE0152
 PE0152  NGVD 29 (??/??/92)  159.494  (m)          523.27   (f) ADJ UNCH    2 0
 PE0152
 PE0152.Superseded values are not recommended for survey control.
 PE0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0152.See file dsdata.txt to determine how the superseded data were derived.
 PE0152
 PE0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK422631(NAD 83)
 PE0152_MARKER: DD = SURVEY DISK
 PE0152_SETTING: 66 = SET IN ROCK OUTCROP
 PE0152_SP_SET: BOULDER
 PE0152_STAMPING: N 1 1928 ME
 PE0152_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0152+STABILITY: POSITION/ELEVATION WELL
 PE0152
 PE0152  HISTORY     - Date     Condition        Report By
 PE0152  HISTORY     - 1928     MONUMENTED       USGS
 PE0152  HISTORY     - 1953     MARK NOT FOUND   NGS
 PE0152
 PE0152                          STATION DESCRIPTION
 PE0152
 PE0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 PE0152'6.2 MI W FROM AMHERST.
 PE0152'6.2 MILES WEST ALONG STATE HIGHWAY 9 FROM THE JUNCTION OF STATE
 PE0152'HIGHWAY 181 AT AMHERST, HANCOCK COUNTY, 26.3 FEET NORTH OF THE
 PE0152'CENTER LINE OF THE HIGHWAY, IN THE TOP OF A LARGE BOULDER, AND
 PE0152'ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.  A UNITED STATES
 PE0152'GEOLOGICAL SURVEY STANDARD DISK, STAMPED N 1 1928 ME.  NOTE-- THE
 PE0152'HIGHWAY HAS BEEN REBUILT AND REROUTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0779 ***********************************************************************
 QG0779  DESIGNATION -  N 1
 QG0779  PID         -  QG0779
 QG0779  STATE/COUNTY-  ME/PISCATAQUIS
 QG0779  USGS QUAD   -  GREENVILLE (1989)
 QG0779
 QG0779                         *CURRENT SURVEY CONTROL
 QG0779  ___________________________________________________________________
 QG0779* NAD 83(1986)-  45 27 44.     (N)    069 37 18.     (W)     SCALED    
 QG0779* NAVD 88     -       322.575  (meters)    1058.31   (feet)  ADJUSTED  
 QG0779  ___________________________________________________________________
 QG0779  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 QG0779  DYNAMIC HT  -         322.566 (meters)    1058.29  (feet)  COMP
 QG0779  MODELED GRAV-     980,578.1   (mgal)                       NAVD 88
 QG0779  OBS GRAVITY -     980,575.2   (mgal)                       GRAV_OBS
 QG0779
 QG0779  VERT ORDER  -  FIRST     CLASS II
 QG0779
 QG0779.The horizontal coordinates were scaled from a topographic map and have
 QG0779.an estimated accuracy of +/- 6 seconds.
 QG0779
 QG0779.The orthometric height was determined by differential leveling
 QG0779.and adjusted by the National Geodetic Survey in June 1991..
 QG0779
 QG0779.The geoid height was determined by GEOID03.
 QG0779
 QG0779.The dynamic height is computed by dividing the NAVD 88
 QG0779.geopotential number by the normal gravity value computed on the
 QG0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0779.degrees latitude (g = 980.6199 gals.).
 QG0779
 QG0779.The modeled gravity was interpolated from observed gravity values.
 QG0779.The observed gravity was obtained from relative gravimeter ties
 QG0779.to the IGSN71 gravity network.
 QG0779
 QG0779;                    North         East    Units  Estimated Accuracy
 QG0779;SPC ME E     -   200,120.      212,280.      MT  (+/- 180 meters Scaled)
 QG0779
 QG0779                          SUPERSEDED SURVEY CONTROL
 QG0779
 QG0779  NGVD 29 (??/??/92)  322.744  (m)         1058.87   (f) ADJ UNCH    1 2
 QG0779
 QG0779.Superseded values are not recommended for survey control.
 QG0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0779.See file dsdata.txt to determine how the superseded data were derived.
 QG0779
 QG0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL513344(NAD 83)
 QG0779_MARKER: DB = BENCH MARK DISK
 QG0779_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QG0779_SP_SET: ABUTMENT
 QG0779_STAMPING: ELEV 1058.869 FT N 1 1916
 QG0779_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG0779
 QG0779  HISTORY     - Date     Condition        Report By
 QG0779  HISTORY     - 1916     MONUMENTED       CGS
 QG0779  HISTORY     - 1942     GOOD             NGS
 QG0779  HISTORY     - 1977     GOOD             LOCENG
 QG0779  HISTORY     - 1978     GOOD             NGS
 QG0779
 QG0779                          STATION DESCRIPTION
 QG0779
 QG0779'DESCRIBED BY COAST AND GEODETIC SURVEY 1916
 QG0779'AT GREENVILLE JUNCTION.
 QG0779'AT GREENVILLE JUNCTION, PISCATAQUIS COUNTY, ON THE CANADIAN
 QG0779'PACIFIC RAILWAY, 324 FEET SOUTH OF THE STATION, AT BRIDGE 33-23
 QG0779'OVER THE BANGOR AND AROOSTOOK RAILROAD, IN THE TOP OF THE WEST
 QG0779'END OF THE NORTH ABUTMENT, 7.4 FEET WEST OF THE CENTER LINE OF THE
 QG0779'TRACK, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED ELEV
 QG0779'1058.869 FT N 1 1916.
 QG0779
 QG0779                          STATION RECOVERY (1942)
 QG0779
 QG0779'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 QG0779'RECOVERED IN GOOD CONDITION.
 QG0779
 QG0779                          STATION RECOVERY (1977)
 QG0779
 QG0779'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 QG0779'RECOVERED IN GOOD CONDITION.
 QG0779
 QG0779                          STATION RECOVERY (1978)
 QG0779
 QG0779'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0779'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0171 ***********************************************************************
 PE0171  DESIGNATION -  N 10
 PE0171  PID         -  PE0171
 PE0171  STATE/COUNTY-  ME/HANCOCK
 PE0171  USGS QUAD   -  ROCKY POND (1987)
 PE0171
 PE0171                         *CURRENT SURVEY CONTROL
 PE0171  ___________________________________________________________________
 PE0171* NAD 83(1986)-  44 50 28.     (N)    068 08 48.     (W)     SCALED    
 PE0171* NAVD 88     -       162.194  (meters)     532.13   (feet)  ADJUSTED  
 PE0171  ___________________________________________________________________
 PE0171  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 PE0171  DYNAMIC HT  -         162.183 (meters)     532.10  (feet)  COMP
 PE0171  MODELED GRAV-     980,549.7   (mgal)                       NAVD 88
 PE0171
 PE0171  VERT ORDER  -  SECOND    CLASS 0
 PE0171
 PE0171.The horizontal coordinates were scaled from a topographic map and have
 PE0171.an estimated accuracy of +/- 6 seconds.
 PE0171
 PE0171.The orthometric height was determined by differential leveling
 PE0171.and adjusted by the National Geodetic Survey in June 1991..
 PE0171
 PE0171.The geoid height was determined by GEOID03.
 PE0171
 PE0171.The dynamic height is computed by dividing the NAVD 88
 PE0171.geopotential number by the normal gravity value computed on the
 PE0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0171.degrees latitude (g = 980.6199 gals.).
 PE0171
 PE0171.The modeled gravity was interpolated from observed gravity values.
 PE0171
 PE0171;                    North         East    Units  Estimated Accuracy
 PE0171;SPC ME E     -   130,550.      327,930.      MT  (+/- 180 meters Scaled)
 PE0171
 PE0171                          SUPERSEDED SURVEY CONTROL
 PE0171
 PE0171  NGVD 29 (??/??/92)  162.382  (m)          532.75   (f) ADJ UNCH    2 0
 PE0171
 PE0171.Superseded values are not recommended for survey control.
 PE0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0171.See file dsdata.txt to determine how the superseded data were derived.
 PE0171
 PE0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK674656(NAD 83)
 PE0171_MARKER: DD = SURVEY DISK
 PE0171_SETTING: 80 = SET IN A BOULDER
 PE0171_SP_SET: BOULDER
 PE0171_STAMPING: N 10 1928 ME
 PE0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0171+STABILITY: SURFACE MOTION
 PE0171_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PE0171+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2006
 PE0171
 PE0171  HISTORY     - Date     Condition        Report By
 PE0171  HISTORY     - 1928     MONUMENTED       USGS
 PE0171  HISTORY     - 1935     GOOD             NGS
 PE0171  HISTORY     - 20060219 GOOD             INDIV
 PE0171
 PE0171                          STATION DESCRIPTION
 PE0171
 PE0171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PE0171'5.3 MI W FROM BEDDINGTON.
 PE0171'IN HANCOCK COUNTY, 5.3 MILES WEST ALONG STATE HIGHWAY 9 FROM THE
 PE0171'POST OFFICE AT BEDDINGTON, WASHINGTON COUNTY, AT THE TOP OF A
 PE0171'HILL, IN AN OLD APPLE ORCHARD, NEAR THE JUNCTION OF A PRIVATE
 PE0171'ROAD LEADING NORTH, 75 FEET NORTH OF THE CENTER LINE OF THE
 PE0171'HIGHWAY, AND IN THE TOP OF A SMALL BOULDER.  A UNITED STATES
 PE0171'GEOLOGICAL SURVEY STANDARD DISK, STAMPED N 10 1928 ME.
 PE0171
 PE0171                          STATION RECOVERY (2006)
 PE0171
 PE0171'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (RLH)
 PE0171'10.4 MI EAST ON STATE ROUTE 9 (AIRLINE ROAD) FROM INTERSECTION WITH
 PE0171'STATE ROUTE 179 IN AURORA, 0.10 MI NORTH ALONG GRAVEL ROAD LEADING TO
 PE0171' 
 PE0171'MIDDLE AND UPPER LEAD MOUNTAIN PONDS, RIGHT AT OLD CELLAR EXCAVATION
 PE0171'APPROXIMATELY 110 FT SOUTHEAST TO A CURVE LEFT IN PATH LEADING ANOTHER
 PE0171' 
 PE0171'190 FT EAST TO A CABIN, 30 FT SOUTH OF CENTERLINE OF PATH, 100 FT WEST
 PE0171' 
 PE0171'OF A 30 IN DBH PINE TREE AND 75 FT NORTH ALONG BARELY DISCERNABLE PATH
 PE0171' 
 PE0171'FROM CENTERLINE OF FORMER LOCATION OF STATE ROUTE 9, IN THE TOP OF A
 PE0171'SMALL BOULDER AND NEARLY AT GROUND LEVEL.
 PE0171'A USGS STANDARD DISK, STAMPED N 10 1928 ME.  HANDHELD GPS RECEIVER
 PE0171'(WAAS-ENABLED) COORDINATES  N44 50 26.7 W068 08 51.4 ACCURACY +/- 30
 PE0171'FT DUE TO TREE COVER.
 PE0171'(NOTE TO EDITOR  SUBMITTED BY INDIVIDUAL ENGINEER -- NOT A GEOCACHER).
 PE0171' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0156 ***********************************************************************
 RF0156  DESIGNATION -  N 10
 RF0156  PID         -  RF0156
 RF0156  STATE/COUNTY-  ME/AROOSTOOK
 RF0156  USGS QUAD   -  WINTERVILLE (1985)
 RF0156
 RF0156                         *CURRENT SURVEY CONTROL
 RF0156  ___________________________________________________________________
 RF0156* NAD 83(1986)-  46 55 01.     (N)    068 34 41.     (W)     SCALED    
 RF0156* NAVD 88     -       186.820  (meters)     612.93   (feet)  ADJUSTED  
 RF0156  ___________________________________________________________________
 RF0156  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 RF0156  DYNAMIC HT  -         186.839 (meters)     612.99  (feet)  COMP
 RF0156  MODELED GRAV-     980,712.7   (mgal)                       NAVD 88
 RF0156
 RF0156  VERT ORDER  -  FIRST     CLASS II
 RF0156
 RF0156.The horizontal coordinates were scaled from a topographic map and have
 RF0156.an estimated accuracy of +/- 6 seconds.
 RF0156
 RF0156.The orthometric height was determined by differential leveling
 RF0156.and adjusted by the National Geodetic Survey in June 1991..
 RF0156
 RF0156.The geoid height was determined by GEOID03.
 RF0156
 RF0156.The dynamic height is computed by dividing the NAVD 88
 RF0156.geopotential number by the normal gravity value computed on the
 RF0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0156.degrees latitude (g = 980.6199 gals.).
 RF0156
 RF0156.The modeled gravity was interpolated from observed gravity values.
 RF0156
 RF0156;                    North         East    Units  Estimated Accuracy
 RF0156;SPC ME E     -   361,200.      294,060.      MT  (+/- 180 meters Scaled)
 RF0156
 RF0156                          SUPERSEDED SURVEY CONTROL
 RF0156
 RF0156  NGVD 29 (??/??/92)  186.972  (m)          613.42   (f) ADJ UNCH    1 2
 RF0156
 RF0156.Superseded values are not recommended for survey control.
 RF0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0156.See file dsdata.txt to determine how the superseded data were derived.
 RF0156
 RF0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM321960(NAD 83)
 RF0156_MARKER: DB = BENCH MARK DISK
 RF0156_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RF0156_SP_SET: CULVERT
 RF0156_STAMPING: 613.424 N 10 1927
 RF0156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RF0156
 RF0156  HISTORY     - Date     Condition        Report By
 RF0156  HISTORY     - 1927     MONUMENTED       CGS
 RF0156  HISTORY     - 1978     GOOD             NGS
 RF0156
 RF0156                          STATION DESCRIPTION
 RF0156
 RF0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 RF0156'3.8 MI SE FROM WINTERVILLE STATION.
 RF0156'3.8 MILES SOUTHEAST ALONG THE BANGOR AND AROOSTOOK RAILROAD
 RF0156'FROM WINTERVILLE STATION, AROOSTOOK COUNTY, 0.5 MILE SOUTH OF
 RF0156'MC NALLY, AT CULVERT A 67.56, IN THE TOP OF THE NORTH END OF THE
 RF0156'EAST HEADWALL, 15 FEET EAST OF THE EAST RAIL, AND ABOUT 8 FEET
 RF0156'LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED 613.424 N 10 1927.
 RF0156
 RF0156                          STATION RECOVERY (1978)
 RF0156
 RF0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 RF0156'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0884 ***********************************************************************
 QG0884  DESIGNATION -  N 100
 QG0884  PID         -  QG0884
 QG0884  STATE/COUNTY-  ME/SOMERSET
 QG0884  USGS QUAD   -  TOMHEGAN POND (1989)
 QG0884
 QG0884                         *CURRENT SURVEY CONTROL
 QG0884  ___________________________________________________________________
 QG0884* NAD 83(1986)-  45 45 32.     (N)    069 53 08.     (W)     SCALED    
 QG0884* NAVD 88     -       374.488  (meters)    1228.63   (feet)  ADJUSTED  
 QG0884  ___________________________________________________________________
 QG0884  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 QG0884  DYNAMIC HT  -         374.479 (meters)    1228.60  (feet)  COMP
 QG0884  MODELED GRAV-     980,580.5   (mgal)                       NAVD 88
 QG0884
 QG0884  VERT ORDER  -  SECOND    CLASS 0
 QG0884
 QG0884.The horizontal coordinates were scaled from a topographic map and have
 QG0884.an estimated accuracy of +/- 6 seconds.
 QG0884
 QG0884.The orthometric height was determined by differential leveling
 QG0884.and adjusted by the National Geodetic Survey in June 1991..
 QG0884
 QG0884.The geoid height was determined by GEOID03.
 QG0884
 QG0884.The dynamic height is computed by dividing the NAVD 88
 QG0884.geopotential number by the normal gravity value computed on the
 QG0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0884.degrees latitude (g = 980.6199 gals.).
 QG0884
 QG0884.The modeled gravity was interpolated from observed gravity values.
 QG0884
 QG0884;                    North         East    Units  Estimated Accuracy
 QG0884;SPC ME W     -   325,110.      921,870.      MT  (+/- 180 meters Scaled)
 QG0884
 QG0884                          SUPERSEDED SURVEY CONTROL
 QG0884
 QG0884  NGVD 29 (??/??/92)  374.651  (m)         1229.17   (f) ADJ UNCH    2 0
 QG0884
 QG0884.Superseded values are not recommended for survey control.
 QG0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0884.See file dsdata.txt to determine how the superseded data were derived.
 QG0884
 QG0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL311676(NAD 83)
 QG0884_MARKER: DB = BENCH MARK DISK
 QG0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0884_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0884_STAMPING: N 100 1953
 QG0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0884+STABILITY: SURFACE MOTION
 QG0884
 QG0884  HISTORY     - Date     Condition        Report By
 QG0884  HISTORY     - 1953     MONUMENTED       CGS
 QG0884  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QG0884
 QG0884                          STATION DESCRIPTION
 QG0884
 QG0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0884'8.1 MI NW FROM ROCKWOOD.
 QG0884'8.1 MILES NORTHWEST ALONG A PRIVATE GRAVEL ROAD FROM BRIDGE
 QG0884'OVER MOOSE RIVER AT ROCKWOOD, ABOUT 0.15 MILE NORTHWEST OF A
 QG0884'15-INCH PIPE CULVERT UNDER ROAD, LOCATED NEAR THE EAST CORNER OF
 QG0884'A SMALL CLEARING SOUTHWEST OF ROAD AND NEAR THE TOP OF A LONG
 QG0884'GRADE DESCENDING NORTHWEST, 47 FEET SOUTHWEST OF CENTER LINE
 QG0884'OF ROAD, 81 FEET SOUTHWEST AND ACROSS ROAD FROM A TRIANGULAR BLAZED
 QG0884'8-INCH BALSAM TREE, 99 FEET SOUTH AND ACROSS ROAD FROM THE THIRD
 QG0884'TELEPHONE POLE NORTHWEST OF A DIRECTIONAL CHANGE IN TELEPHONE
 QG0884'LINE, ABOUT 2 FEET ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A
 QG0884'CONCRETE POST PROJECTING 4 INCHES.
 QG0884
 QG0884                          STATION RECOVERY (1985)
 QG0884
 QG0884'RECOVERY NOTE BY US POWER SQUADRON 1985 (JHS)
 QG0884'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0169 ***********************************************************************
 RF0169  DESIGNATION -  N 101
 RF0169  PID         -  RF0169
 RF0169  STATE/COUNTY-  ME/AROOSTOOK
 RF0169  USGS QUAD   -  GREENLAW POND (1986)
 RF0169
 RF0169                         *CURRENT SURVEY CONTROL
 RF0169  ___________________________________________________________________
 RF0169* NAD 83(1986)-  46 39 42.     (N)    068 37 42.     (W)     SCALED    
 RF0169* NAVD 88     -       244.771  (meters)     803.05   (feet)  ADJUSTED  
 RF0169  ___________________________________________________________________
 RF0169  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 RF0169  DYNAMIC HT  -         244.794 (meters)     803.13  (feet)  COMP
 RF0169  MODELED GRAV-     980,702.5   (mgal)                       NAVD 88
 RF0169
 RF0169  VERT ORDER  -  FIRST     CLASS II
 RF0169
 RF0169.The horizontal coordinates were scaled from a topographic map and have
 RF0169.an estimated accuracy of +/- 6 seconds.
 RF0169
 RF0169.The orthometric height was determined by differential leveling
 RF0169.and adjusted by the National Geodetic Survey in June 1991..
 RF0169
 RF0169.The geoid height was determined by GEOID03.
 RF0169
 RF0169.The dynamic height is computed by dividing the NAVD 88
 RF0169.geopotential number by the normal gravity value computed on the
 RF0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0169.degrees latitude (g = 980.6199 gals.).
 RF0169
 RF0169.The modeled gravity was interpolated from observed gravity values.
 RF0169
 RF0169;                    North         East    Units  Estimated Accuracy
 RF0169;SPC ME E     -   332,820.      290,180.      MT  (+/- 180 meters Scaled)
 RF0169
 RF0169                          SUPERSEDED SURVEY CONTROL
 RF0169
 RF0169  NGVD 29 (??/??/92)  244.974  (m)          803.72   (f) ADJ UNCH    1 2
 RF0169
 RF0169.Superseded values are not recommended for survey control.
 RF0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0169.See file dsdata.txt to determine how the superseded data were derived.
 RF0169
 RF0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM284676(NAD 83)
 RF0169_MARKER: DB = BENCH MARK DISK
 RF0169_SETTING: 80 = SET IN A BOULDER
 RF0169_SP_SET: BOULDER
 RF0169_STAMPING: N 101 1953
 RF0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0169+STABILITY: SURFACE MOTION
 RF0169
 RF0169  HISTORY     - Date     Condition        Report By
 RF0169  HISTORY     - 1953     MONUMENTED       CGS
 RF0169  HISTORY     - 1978     GOOD             NGS
 RF0169
 RF0169                          STATION DESCRIPTION
 RF0169
 RF0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0169'11.2 MI W FROM ASHLAND.
 RF0169'0.3 MILE WEST ALONG STATE HIGHWAY 11 FROM THE BANGOR AND
 RF0169'AROOSTOOK RAILROAD STATION AT ASHLAND, THENCE ABOUT 0.6 MILE
 RF0169'SOUTHWEST ALONG A BLACK TOP ROAD, THENCE ABOUT 10.3 MILES WEST
 RF0169'ALONG A PRIVATE GRAVEL ROAD, AT GREENLAW STREAM CROSSING, 39 FEET
 RF0169'NORTH OF CENTER LINE OF ROAD, 33 1/2 FEET NORTH OF NORTHWEST
 RF0169'CORNER OF WOODEN BRIDGE OVER GREENLAW STREAM, IN THE TOP AND NEAR
 RF0169'THE HIGHEST POINT OF A 9 BY 6 FOOT 4-FOOT HIGH BOULDER EMBEDDED
 RF0169'IN THE WEST BANK OF GREENLAW STREAM, AND ABOUT 1 1/2 FEET ABOVE
 RF0169'LEVEL OF ROAD.
 RF0169
 RF0169                          STATION RECOVERY (1978)
 RF0169
 RF0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 RF0169'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0207 ***********************************************************************
 RF0207  DESIGNATION -  N 102
 RF0207  PID         -  RF0207
 RF0207  STATE/COUNTY-  ME/PISCATAQUIS
 RF0207  USGS QUAD   -  MOOSELEUK LAKE (1985)
 RF0207
 RF0207                         *CURRENT SURVEY CONTROL
 RF0207  ___________________________________________________________________
 RF0207* NAD 83(1986)-  46 31 00.     (N)    068 59 57.     (W)     SCALED    
 RF0207* NAVD 88     -       345.738  (meters)    1134.31   (feet)  ADJUSTED  
 RF0207  ___________________________________________________________________
 RF0207  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 RF0207  DYNAMIC HT  -         345.757 (meters)    1134.37  (feet)  COMP
 RF0207  MODELED GRAV-     980,659.7   (mgal)                       NAVD 88
 RF0207
 RF0207  VERT ORDER  -  SECOND    CLASS 0
 RF0207
 RF0207.The horizontal coordinates were scaled from a topographic map and have
 RF0207.an estimated accuracy of +/- 6 seconds.
 RF0207
 RF0207.The orthometric height was determined by differential leveling
 RF0207.and adjusted by the National Geodetic Survey in June 1991..
 RF0207
 RF0207.The geoid height was determined by GEOID03.
 RF0207
 RF0207.The dynamic height is computed by dividing the NAVD 88
 RF0207.geopotential number by the normal gravity value computed on the
 RF0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0207.degrees latitude (g = 980.6199 gals.).
 RF0207
 RF0207.The modeled gravity was interpolated from observed gravity values.
 RF0207
 RF0207;                    North         East    Units  Estimated Accuracy
 RF0207;SPC ME E     -   316,820.      261,700.      MT  (+/- 180 meters Scaled)
 RF0207
 RF0207                          SUPERSEDED SURVEY CONTROL
 RF0207
 RF0207  NGVD 29 (??/??/92)  345.928  (m)         1134.93   (f) ADJ UNCH    2 0
 RF0207
 RF0207.Superseded values are not recommended for survey control.
 RF0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0207.See file dsdata.txt to determine how the superseded data were derived.
 RF0207
 RF0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM000514(NAD 83)
 RF0207_MARKER: DB = BENCH MARK DISK
 RF0207_SETTING: 80 = SET IN A BOULDER
 RF0207_SP_SET: BOULDER
 RF0207_STAMPING: N 102 1953
 RF0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0207+STABILITY: SURFACE MOTION
 RF0207
 RF0207  HISTORY     - Date     Condition        Report By
 RF0207  HISTORY     - 1953     MONUMENTED       CGS
 RF0207
 RF0207                          STATION DESCRIPTION
 RF0207
 RF0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0207'37.6 MI W FROM ASHLAND.
 RF0207'0.3 MILE WEST ALONG STATE HIGHWAY 11 FROM THE BANGOR AND
 RF0207'AROOSTOOK RAILROAD STATION AT ASHLAND, THENCE ABOUT 0.6
 RF0207'MILE SOUTHWEST ALONG A BLACK TOP ROAD, THENCE ABOUT 36.65 MILES
 RF0207'WEST AND SOUTHWEST ALONG A PRIVATE GRAVEL ROAD, 1.2 MILES WEST
 RF0207'OF A BRIDGE OVER BIG HUDSON BROOK, ABOUT 1.6 MILES EAST OF A
 RF0207'BRIDGE OVER MULE BROOK, ABOUT 35 YARDS NORTHEAST OF A CURVE WITH
 RF0207'TANGENTS EXTENDING NORTHEAST AND WEST, ABOUT 218 YARDS WEST OF
 RF0207'THE TOP OF A GRADE, IN THE TOP OF THE LOWER PORTION AND 3/4 FOOT
 RF0207'NORTHWEST OF SOUTHEAST EDGE OF A 4-FOOT HIGH 7 BY 8-FOOT IRREGULAR
 RF0207'SHAPED BOULDER, AND ABOUT 1/2 FOOT BELOW LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0021 ***********************************************************************
 QH0021  DESIGNATION -  N 103
 QH0021  PID         -  QH0021
 QH0021  STATE/COUNTY-  ME/SOMERSET
 QH0021  USGS QUAD   -  FOLEY POND (1989)
 QH0021
 QH0021                         *CURRENT SURVEY CONTROL
 QH0021  ___________________________________________________________________
 QH0021* NAD 83(1986)-  45 59 41.     (N)    070 03 57.     (W)     SCALED    
 QH0021* NAVD 88     -       389.510  (meters)    1277.92   (feet)  ADJUSTED  
 QH0021  ___________________________________________________________________
 QH0021  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 QH0021  DYNAMIC HT  -         389.495 (meters)    1277.87  (feet)  COMP
 QH0021  MODELED GRAV-     980,567.7   (mgal)                       NAVD 88
 QH0021
 QH0021  VERT ORDER  -  SECOND    CLASS 0
 QH0021
 QH0021.The horizontal coordinates were scaled from a topographic map and have
 QH0021.an estimated accuracy of +/- 6 seconds.
 QH0021
 QH0021.The orthometric height was determined by differential leveling
 QH0021.and adjusted by the National Geodetic Survey in June 1991..
 QH0021
 QH0021.The geoid height was determined by GEOID03.
 QH0021
 QH0021.The dynamic height is computed by dividing the NAVD 88
 QH0021.geopotential number by the normal gravity value computed on the
 QH0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QH0021.degrees latitude (g = 980.6199 gals.).
 QH0021
 QH0021.The modeled gravity was interpolated from observed gravity values.
 QH0021
 QH0021;                    North         East    Units  Estimated Accuracy
 QH0021;SPC ME W     -   351,290.      907,810.      MT  (+/- 180 meters Scaled)
 QH0021
 QH0021                          SUPERSEDED SURVEY CONTROL
 QH0021
 QH0021  NGVD 29 (??/??/92)  389.667  (m)         1278.43   (f) ADJ UNCH    2 0
 QH0021
 QH0021.Superseded values are not recommended for survey control.
 QH0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0021.See file dsdata.txt to determine how the superseded data were derived.
 QH0021
 QH0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL174940(NAD 83)
 QH0021_MARKER: DB = BENCH MARK DISK
 QH0021_SETTING: 66 = SET IN ROCK OUTCROP
 QH0021_SP_SET: ROCK LEDGE
 QH0021_STAMPING: N 103 1953
 QH0021_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QH0021+STABILITY: POSITION/ELEVATION WELL
 QH0021
 QH0021  HISTORY     - Date     Condition        Report By
 QH0021  HISTORY     - 1953     MONUMENTED       CGS
 QH0021
 QH0021                          STATION DESCRIPTION
 QH0021
 QH0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QH0021'10 MI N FROM PITTSTON FARM.
 QH0021'2.0 MILES NORTHWEST ALONG A PRIVATE GRAVEL ROAD FROM BRIDGE OVER
 QH0021'SOUTH BRANCH PENOBSCOT RIVER AT PITTSTON FARM, THENCE ABOUT 8.05
 QH0021'MILES NORTH ALONG A PRIVATE GRAVEL ROAD, ABOUT 0.25 MILE NORTH OF
 QH0021'JUNCTION OF A GRAVEL ROAD WEST TO A LUMBER CAMP, ON A STEEL
 QH0021'HILL DECENDING SOUTHEAST, IN THE TOP OF A PROMINENT ROCK LEDGE
 QH0021'ABOUT 16 FEET LONG AND PROJECTING OUT OF BANK INTO ROAD DITCH,
 QH0021'19 FEET NORTHEAST OF CENTER LINE OF ROAD, 12 FEET SOUTHWEST OF A
 QH0021'TRIANGULAR BLAZED 24-INCH MAPLE TREE, 1 1/2 FEET SOUTHEAST OF
 QH0021'NORTHWEST END OF LEDGE, ABOUT 4 FEET ABOVE BOTTOM OF DITCH AND
 QH0021'ABOUT 3 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0931 ***********************************************************************
 QG0931  DESIGNATION -  N 104
 QG0931  PID         -  QG0931
 QG0931  STATE/COUNTY-  ME/SOMERSET
 QG0931  USGS QUAD   -  SEBOOMOOK LAKE EAST (1989)
 QG0931
 QG0931                         *CURRENT SURVEY CONTROL
 QG0931  ___________________________________________________________________
 QG0931* NAD 83(1986)-  45 54 13.     (N)    069 46 10.     (W)     SCALED    
 QG0931* NAVD 88     -       359.751  (meters)    1180.28   (feet)  ADJUSTED  
 QG0931  ___________________________________________________________________
 QG0931  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 QG0931  DYNAMIC HT  -         359.748 (meters)    1180.27  (feet)  COMP
 QG0931  MODELED GRAV-     980,595.6   (mgal)                       NAVD 88
 QG0931
 QG0931  VERT ORDER  -  SECOND    CLASS 0
 QG0931
 QG0931.The horizontal coordinates were scaled from a topographic map and have
 QG0931.an estimated accuracy of +/- 6 seconds.
 QG0931
 QG0931.The orthometric height was determined by differential leveling
 QG0931.and adjusted by the National Geodetic Survey in June 1991..
 QG0931
 QG0931.The geoid height was determined by GEOID03.
 QG0931
 QG0931.The dynamic height is computed by dividing the NAVD 88
 QG0931.geopotential number by the normal gravity value computed on the
 QG0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0931.degrees latitude (g = 980.6199 gals.).
 QG0931
 QG0931.The modeled gravity was interpolated from observed gravity values.
 QG0931
 QG0931;                    North         East    Units  Estimated Accuracy
 QG0931;SPC ME W     -   341,230.      930,820.      MT  (+/- 180 meters Scaled)
 QG0931
 QG0931                          SUPERSEDED SURVEY CONTROL
 QG0931
 QG0931  NGVD 29 (??/??/92)  359.914  (m)         1180.82   (f) ADJ UNCH    2 0
 QG0931
 QG0931.Superseded values are not recommended for survey control.
 QG0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0931.See file dsdata.txt to determine how the superseded data were derived.
 QG0931
 QG0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL403836(NAD 83)
 QG0931_MARKER: DB = BENCH MARK DISK
 QG0931_SETTING: 66 = SET IN ROCK OUTCROP
 QG0931_SP_SET: ROCK LEDGE
 QG0931_STAMPING: N 104 1953
 QG0931_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0931+STABILITY: POSITION/ELEVATION WELL
 QG0931
 QG0931  HISTORY     - Date     Condition        Report By
 QG0931  HISTORY     - 1953     MONUMENTED       CGS
 QG0931  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QG0931
 QG0931                          STATION DESCRIPTION
 QG0931
 QG0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0931'4.1 MI SW FROM SEBOOMOOK DAM.
 QG0931'4.1 MILES SOUTH AND WEST ALONG A GRAVEL ROAD LEADING TO ROCKWOOD
 QG0931'FROM SEBOOMOOK DAM, ABOUT 0.3 MILE WEST OF A DIM ROAD NORTH, IN
 QG0931'THE TOP OF AN OUTCROPPING ROCK LEDGE, 48 FEET NORTHEAST OF
 QG0931'CENTER LINE OF ROAD, 72 FEET NORTHEAST AND ACROSS ROAD FROM A
 QG0931'TELEPHONE POLE, 23 1/2 FEET SOUTHEAST OF A TRIANGULAR BLAZED
 QG0931'16-INCH BIRCH TREE AND ABOUT 1 1/2 FEET ABOVE LEVEL OF ROAD.
 QG0931
 QG0931                          STATION RECOVERY (1985)
 QG0931
 QG0931'RECOVERY NOTE BY US POWER SQUADRON 1985 (JHS)
 QG0931'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0561 ***********************************************************************
 RF0561  DESIGNATION -  N 105
 RF0561  PID         -  RF0561
 RF0561  STATE/COUNTY-  ME/SOMERSET
 RF0561  USGS QUAD   -  RUSSELL MOUNTAIN (1989)
 RF0561
 RF0561                         *CURRENT SURVEY CONTROL
 RF0561  ___________________________________________________________________
 RF0561* NAD 83(1986)-  46 01 17.     (N)    069 45 21.     (W)     SCALED    
 RF0561* NAVD 88     -       404.113  (meters)    1325.83   (feet)  ADJUSTED  
 RF0561  ___________________________________________________________________
 RF0561  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 RF0561  DYNAMIC HT  -         404.110 (meters)    1325.82  (feet)  COMP
 RF0561  MODELED GRAV-     980,597.5   (mgal)                       NAVD 88
 RF0561
 RF0561  VERT ORDER  -  SECOND    CLASS 0
 RF0561
 RF0561.The horizontal coordinates were scaled from a topographic map and have
 RF0561.an estimated accuracy of +/- 6 seconds.
 RF0561
 RF0561.The orthometric height was determined by differential leveling
 RF0561.and adjusted by the National Geodetic Survey in June 1991..
 RF0561
 RF0561.The geoid height was determined by GEOID03.
 RF0561
 RF0561.The dynamic height is computed by dividing the NAVD 88
 RF0561.geopotential number by the normal gravity value computed on the
 RF0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0561.degrees latitude (g = 980.6199 gals.).
 RF0561
 RF0561.The modeled gravity was interpolated from observed gravity values.
 RF0561
 RF0561;                    North         East    Units  Estimated Accuracy
 RF0561;SPC ME W     -   354,330.      931,810.      MT  (+/- 180 meters Scaled)
 RF0561
 RF0561                          SUPERSEDED SURVEY CONTROL
 RF0561
 RF0561  NGVD 29 (??/??/92)  404.27   (m)         1326.3    (f) COMPUTED    2 0
 RF0561
 RF0561.Superseded values are not recommended for survey control.
 RF0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0561.See file dsdata.txt to determine how the superseded data were derived.
 RF0561
 RF0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL414967(NAD 83)
 RF0561_MARKER: DB = BENCH MARK DISK
 RF0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RF0561_STAMPING: N 105 1953
 RF0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0561+STABILITY: SURFACE MOTION
 RF0561
 RF0561  HISTORY     - Date     Condition        Report By
 RF0561  HISTORY     - 1953     MONUMENTED       CGS
 RF0561  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RF0561
 RF0561                          STATION DESCRIPTION
 RF0561
 RF0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0561'9.4 MI N FROM SEBOOMOOK DAM.
 RF0561'9.4 MILES NORTHWEST AND NORTH ALONG A GRAVEL ROAD LEADING
 RF0561'TO CAUCOMGOMOC LAKE FROM SEBOOMOOK DAM, ABOUT 1.8 MILES
 RF0561'NORTHEAST OF A 25-FOOT WOODEN BRIDGE OVER ELM STREAM, ABOUT
 RF0561'1.3 MILES SOUTHEAST OF A PRIVATE ROAD LEADING EAST, ON A SLIGHT
 RF0561'GRADE DECENDING NORTH, 22 FEET WEST OF CENTER LINE OF ROAD,
 RF0561'282 FEET NORTH OF CENTER LINE OF ROAD AT TOP OF GRADE, 42 FEET
 RF0561'WEST AND ACROSS ROAD FROM A TELEPHONE POLE, 2 FEET NORTHEAST
 RF0561'OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF
 RF0561'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 RF0561
 RF0561                          STATION RECOVERY (1985)
 RF0561
 RF0561'RECOVERY NOTE BY US POWER SQUADRON 1985 (LMT)
 RF0561'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0913 ***********************************************************************
 QG0913  DESIGNATION -  N 106
 QG0913  PID         -  QG0913
 QG0913  STATE/COUNTY-  ME/PISCATAQUIS
 QG0913  USGS QUAD   -  LOBSTER MOUNTAIN (1989)
 QG0913
 QG0913                         *CURRENT SURVEY CONTROL
 QG0913  ___________________________________________________________________
 QG0913* NAD 83(1986)-  45 51 16.     (N)    069 36 00.     (W)     SCALED    
 QG0913* NAVD 88     -       325.976  (meters)    1069.47   (feet)  ADJUSTED  
 QG0913  ___________________________________________________________________
 QG0913  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 QG0913  DYNAMIC HT  -         325.973 (meters)    1069.46  (feet)  COMP
 QG0913  MODELED GRAV-     980,594.6   (mgal)                       NAVD 88
 QG0913
 QG0913  VERT ORDER  -  SECOND    CLASS 0
 QG0913
 QG0913.The horizontal coordinates were scaled from a topographic map and have
 QG0913.an estimated accuracy of +/- 6 seconds.
 QG0913
 QG0913.The orthometric height was determined by differential leveling
 QG0913.and adjusted by the National Geodetic Survey in June 1991..
 QG0913
 QG0913.The geoid height was determined by GEOID03.
 QG0913
 QG0913.The dynamic height is computed by dividing the NAVD 88
 QG0913.geopotential number by the normal gravity value computed on the
 QG0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0913.degrees latitude (g = 980.6199 gals.).
 QG0913
 QG0913.The modeled gravity was interpolated from observed gravity values.
 QG0913
 QG0913;                    North         East    Units  Estimated Accuracy
 QG0913;SPC ME E     -   243,690.      214,580.      MT  (+/- 180 meters Scaled)
 QG0913
 QG0913                          SUPERSEDED SURVEY CONTROL
 QG0913
 QG0913  NGVD 29 (??/??/92)  326.139  (m)         1070.01   (f) ADJ UNCH    2 0
 QG0913
 QG0913.Superseded values are not recommended for survey control.
 QG0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0913.See file dsdata.txt to determine how the superseded data were derived.
 QG0913
 QG0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL534780(NAD 83)
 QG0913_MARKER: DB = BENCH MARK DISK
 QG0913_SETTING: 80 = SET IN A BOULDER
 QG0913_SP_SET: BOULDER
 QG0913_STAMPING: N 106 1953
 QG0913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0913+STABILITY: SURFACE MOTION
 QG0913
 QG0913  HISTORY     - Date     Condition        Report By
 QG0913  HISTORY     - 1953     MONUMENTED       CGS
 QG0913  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QG0913
 QG0913                          STATION DESCRIPTION
 QG0913
 QG0913'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0913'2.8 MI SE FROM NORTHEAST CARRY.
 QG0913'0.75 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE INN AT NORTHEAST
 QG0913'CARRY, THENCE 2.05 MILES SOUTHEAST ALONG A GRAVEL ROAD, AT A
 QG0913'VERY DIM CROSS TRAIL, ABOUT 1.0 MILE NORTHWEST OF HALFWAY BROOK,
 QG0913'IN THE TOP OF THE NORTH CORNER OF A LARGE BOULDER THAT HAS A
 QG0913'12-INCH FIR TREE GROWING ON TOP OF IT, 60 FEET SOUTH OF THE
 QG0913'CENTER LINE OF THE ROAD, 21 FEET WEST OF THE CENTER LINE OF THE
 QG0913'TRAIL SOUTH, 45 FEET WEST AND ACROSS THE TRAIL SOUTH FROM A
 QG0913'TELEPHONE POLE AND ABOUT 3 FEET ABOVE THE LEVEL OF THE MAIN ROAD.
 QG0913
 QG0913                          STATION RECOVERY (1985)
 QG0913
 QG0913'RECOVERY NOTE BY US POWER SQUADRON 1985 (JHS)
 QG0913'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0276 ***********************************************************************
 RF0276  DESIGNATION -  N 107
 RF0276  PID         -  RF0276
 RF0276  STATE/COUNTY-  ME/PISCATAQUIS
 RF0276  USGS QUAD   -  WADLEIGH POND (1989)
 RF0276
 RF0276                         *CURRENT SURVEY CONTROL
 RF0276  ___________________________________________________________________
 RF0276* NAD 83(1986)-  46 15 16.     (N)    069 40 59.     (W)     SCALED    
 RF0276* NAVD 88     -       320.268  (meters)    1050.75   (feet)  ADJUSTED  
 RF0276  ___________________________________________________________________
 RF0276  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 RF0276  DYNAMIC HT  -         320.280 (meters)    1050.79  (feet)  COMP
 RF0276  MODELED GRAV-     980,644.3   (mgal)                       NAVD 88
 RF0276
 RF0276  VERT ORDER  -  SECOND    CLASS 0
 RF0276
 RF0276.The horizontal coordinates were scaled from a topographic map and have
 RF0276.an estimated accuracy of +/- 6 seconds.
 RF0276
 RF0276.The orthometric height was determined by differential leveling
 RF0276.and adjusted by the National Geodetic Survey in June 1991..
 RF0276
 RF0276.The geoid height was determined by GEOID03.
 RF0276
 RF0276.The dynamic height is computed by dividing the NAVD 88
 RF0276.geopotential number by the normal gravity value computed on the
 RF0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0276.degrees latitude (g = 980.6199 gals.).
 RF0276
 RF0276.The modeled gravity was interpolated from observed gravity values.
 RF0276
 RF0276;                    North         East    Units  Estimated Accuracy
 RF0276;SPC ME E     -   288,230.      208,790.      MT  (+/- 180 meters Scaled)
 RF0276
 RF0276                          SUPERSEDED SURVEY CONTROL
 RF0276
 RF0276  NGVD 29 (??/??/92)  320.441  (m)         1051.31   (f) ADJ UNCH    2 0
 RF0276
 RF0276.Superseded values are not recommended for survey control.
 RF0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0276.See file dsdata.txt to determine how the superseded data were derived.
 RF0276
 RF0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM473225(NAD 83)
 RF0276_MARKER: DB = BENCH MARK DISK
 RF0276_SETTING: 66 = SET IN ROCK OUTCROP
 RF0276_SP_SET: ROCK LEDGE
 RF0276_STAMPING: N 107 1953
 RF0276_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0276+STABILITY: POSITION/ELEVATION WELL
 RF0276
 RF0276  HISTORY     - Date     Condition        Report By
 RF0276  HISTORY     - 1953     MONUMENTED       CGS
 RF0276  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RF0276
 RF0276                          STATION DESCRIPTION
 RF0276
 RF0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0276'29.8 MI N FROM SEBOOMOOK DAM.
 RF0276'ABOUT 26.3 MILES NORTHWEST AND NORTH ALONG A GRAVEL ROAD LEADING
 RF0276'TO CAUCOMGOMOC LAKE FROM SEBOOMOOK DAM, THENCE ABOUT 3.5 MILES
 RF0276'NORTH ALONG A ROAD LEADING TO FRANCIS LAKE, ABOUT 0.1 MILE
 RF0276'SOUTHWEST OF A SMALL STREAM CROSSING ROAD, IN THE TOP OF A ROCK
 RF0276'LEDGE WITH 12 BY 7 FOOT EXPOSED SURFACE, 18 FEET SOUTHEAST OF
 RF0276'CENTER LINE OF ROAD, 45 FEET SOUTHEAST AND ACROSS ROAD FROM A
 RF0276'TRIANGULAR BLAZED 7-INCH SPRUCE TREE, 45 FEET SOUTHWEST OF A
 RF0276'TRIANGULAR BLAZED 12-INCH MAPLE TREE, 20 FEET NORTH OF A
 RF0276'TRIANGULAR BLAZED 8-INCH MAPLE TREE AND ABOUT 2 FEET ABOVE LEVEL
 RF0276'OF ROAD.
 RF0276
 RF0276                          STATION RECOVERY (1985)
 RF0276
 RF0276'RECOVERY NOTE BY US POWER SQUADRON 1985 (LMT)
 RF0276'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0360 ***********************************************************************
 RF0360  DESIGNATION -  N 108
 RF0360  PID         -  RF0360
 RF0360  STATE/COUNTY-  ME/AROOSTOOK
 RF0360  USGS QUAD   -  BURNTLAND POND (1986)
 RF0360
 RF0360                         *CURRENT SURVEY CONTROL
 RF0360  ___________________________________________________________________
 RF0360* NAD 83(1986)-  46 41 26.     (N)    069 58 59.     (W)     SCALED    
 RF0360* NAVD 88     -       368.761  (meters)    1209.84   (feet)  ADJUSTED  
 RF0360  ___________________________________________________________________
 RF0360  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 RF0360  DYNAMIC HT  -         368.773 (meters)    1209.88  (feet)  COMP
 RF0360  MODELED GRAV-     980,638.1   (mgal)                       NAVD 88
 RF0360
 RF0360  VERT ORDER  -  SECOND    CLASS 0
 RF0360
 RF0360.The horizontal coordinates were scaled from a topographic map and have
 RF0360.an estimated accuracy of +/- 6 seconds.
 RF0360
 RF0360.The orthometric height was determined by differential leveling
 RF0360.and adjusted by the National Geodetic Survey in June 1991..
 RF0360
 RF0360.The geoid height was determined by GEOID03.
 RF0360
 RF0360.The dynamic height is computed by dividing the NAVD 88
 RF0360.geopotential number by the normal gravity value computed on the
 RF0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0360.degrees latitude (g = 980.6199 gals.).
 RF0360
 RF0360.The modeled gravity was interpolated from observed gravity values.
 RF0360
 RF0360;                    North         East    Units  Estimated Accuracy
 RF0360;SPC ME E     -   337,100.      186,570.      MT  (+/- 180 meters Scaled)
 RF0360
 RF0360                          SUPERSEDED SURVEY CONTROL
 RF0360
 RF0360  NGVD 29 (??/??/92)  368.934  (m)         1210.41   (f) ADJ UNCH    2 0
 RF0360
 RF0360.Superseded values are not recommended for survey control.
 RF0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0360.See file dsdata.txt to determine how the superseded data were derived.
 RF0360
 RF0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM248712(NAD 83)
 RF0360_MARKER: DB = BENCH MARK DISK
 RF0360_SETTING: 80 = SET IN A BOULDER
 RF0360_SP_SET: BOULDER
 RF0360_STAMPING: N 108 1953
 RF0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0360+STABILITY: SURFACE MOTION
 RF0360
 RF0360  HISTORY     - Date     Condition        Report By
 RF0360  HISTORY     - 1953     MONUMENTED       CGS
 RF0360  HISTORY     - 1981     GOOD             NGS
 RF0360
 RF0360                          STATION DESCRIPTION
 RF0360
 RF0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0360'1 MI E FROM LAC FRONTIERE.
 RF0360'ABOUT 1.05 MILES EAST ALONG A PRIVATE GRAVEL ROAD LEADING TO
 RF0360'CLAYTON LAKE FROM THE JUNCTION OF ROUTE 24 AT LAC FRONTIERE, ABOUT
 RF0360'0.75 MILE EAST OF CANADIAN CUSTOM AND IMMIGRATION BUILDING AND THE
 RF0360'U.S. - CANADIAN BOUNDARY LINE, 0.55 MILE EAST OF U.S. CUSTOMS
 RF0360'BUILDING, 47 FEET SOUTH OF CENTER LINE OF ROAD, IN THE TOP OF
 RF0360'A 1 1/2-FOOT HIGH 8 BY 6 FLAT PARTLY BURIED ROCK, AT ABOUT THE
 RF0360'HIGHEST POINT OF ROCK, 25 FEET SOUTH OF SOUTHEAST END OF A 1-FOOT
 RF0360'HIGH 8 FOOT LONG RIDGE SHAPED ROCK IN ROAD DITCH AND ABOUT 1/2
 RF0360'FOOT BELOW LEVEL OF ROAD.
 RF0360
 RF0360                          STATION RECOVERY (1981)
 RF0360
 RF0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RF0360'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0244 ***********************************************************************
 RF0244  DESIGNATION -  N 109
 RF0244  PID         -  RF0244
 RF0244  STATE/COUNTY-  ME/PISCATAQUIS
 RF0244  USGS QUAD   -  SPIDER LAKE (1989)
 RF0244
 RF0244                         *CURRENT SURVEY CONTROL
 RF0244  ___________________________________________________________________
 RF0244* NAD 83(1986)-  46 29 29.     (N)    069 12 34.     (W)     SCALED    
 RF0244* NAVD 88     -       380.010  (meters)    1246.75   (feet)  ADJUSTED  
 RF0244  ___________________________________________________________________
 RF0244  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 RF0244  DYNAMIC HT  -         380.029 (meters)    1246.81  (feet)  COMP
 RF0244  MODELED GRAV-     980,655.0   (mgal)                       NAVD 88
 RF0244
 RF0244  VERT ORDER  -  SECOND    CLASS 0
 RF0244
 RF0244.The horizontal coordinates were scaled from a topographic map and have
 RF0244.an estimated accuracy of +/- 6 seconds.
 RF0244
 RF0244.The orthometric height was determined by differential leveling
 RF0244.and adjusted by the National Geodetic Survey in June 1991..
 RF0244
 RF0244.The geoid height was determined by GEOID03.
 RF0244
 RF0244.The dynamic height is computed by dividing the NAVD 88
 RF0244.geopotential number by the normal gravity value computed on the
 RF0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0244.degrees latitude (g = 980.6199 gals.).
 RF0244
 RF0244.The modeled gravity was interpolated from observed gravity values.
 RF0244
 RF0244;                    North         East    Units  Estimated Accuracy
 RF0244;SPC ME E     -   314,130.      245,540.      MT  (+/- 180 meters Scaled)
 RF0244
 RF0244                          SUPERSEDED SURVEY CONTROL
 RF0244
 RF0244  NGVD 29 (??/??/92)  380.199  (m)         1247.37   (f) ADJ UNCH    2 0
 RF0244
 RF0244.Superseded values are not recommended for survey control.
 RF0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0244.See file dsdata.txt to determine how the superseded data were derived.
 RF0244
 RF0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM839486(NAD 83)
 RF0244_MARKER: DB = BENCH MARK DISK
 RF0244_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RF0244_SP_SET: CEDAR TREE
 RF0244_STAMPING: N 109 1953
 RF0244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RF0244
 RF0244  HISTORY     - Date     Condition        Report By
 RF0244  HISTORY     - 1953     MONUMENTED       CGS
 RF0244
 RF0244                          STATION DESCRIPTION
 RF0244
 RF0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0244'4.2 MI E FROM CHURCHILL LAKE.
 RF0244'3.85 MILES SOUTHEAST AND EAST ALONG A TRAIL FOLLOWING A TELEPHONE
 RF0244'LINE FROM THE BRIDGE AND DAM OVER ALLAGASH RIVER AT CHURCHILL
 RF0244'LAKE, THENCE ABOUT 0.35 MILE EAST ALONG AN ABANDONED TOTE ROAD
 RF0244'LEADING TO THE NORTH COVE OF BIG PLEASANT LAKE, 24 FEET NORTH
 RF0244'OF CENTER LINE OF TOTE ROAD, SET VERTICALLY ABOUT 4 FEET ABOVE
 RF0244'GROUND IN THE SOUTH FACE OF AN 8-INCH CEDAR TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0174 ***********************************************************************
 PE0174  DESIGNATION -  N 11
 PE0174  PID         -  PE0174
 PE0174  STATE/COUNTY-  ME/HANCOCK
 PE0174  USGS QUAD   -  LEAD MOUNTAIN (1987)
 PE0174
 PE0174                         *CURRENT SURVEY CONTROL
 PE0174  ___________________________________________________________________
 PE0174* NAD 83(1986)-  44 49 43.     (N)    068 05 04.     (W)     SCALED    
 PE0174* NAVD 88     -        85.113  (meters)     279.24   (feet)  ADJUSTED  
 PE0174  ___________________________________________________________________
 PE0174  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 PE0174  DYNAMIC HT  -          85.107 (meters)     279.22  (feet)  COMP
 PE0174  MODELED GRAV-     980,552.3   (mgal)                       NAVD 88
 PE0174
 PE0174  VERT ORDER  -  SECOND    CLASS 0
 PE0174
 PE0174.The horizontal coordinates were scaled from a topographic map and have
 PE0174.an estimated accuracy of +/- 6 seconds.
 PE0174
 PE0174.The orthometric height was determined by differential leveling
 PE0174.and adjusted by the National Geodetic Survey in June 1991..
 PE0174
 PE0174.The geoid height was determined by GEOID03.
 PE0174
 PE0174.The dynamic height is computed by dividing the NAVD 88
 PE0174.geopotential number by the normal gravity value computed on the
 PE0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0174.degrees latitude (g = 980.6199 gals.).
 PE0174
 PE0174.The modeled gravity was interpolated from observed gravity values.
 PE0174
 PE0174;                    North         East    Units  Estimated Accuracy
 PE0174;SPC ME E     -   129,180.      332,860.      MT  (+/- 180 meters Scaled)
 PE0174
 PE0174                          SUPERSEDED SURVEY CONTROL
 PE0174
 PE0174  NGVD 29 (??/??/92)   85.299  (m)          279.85   (f) ADJ UNCH    2 0
 PE0174
 PE0174.Superseded values are not recommended for survey control.
 PE0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0174.See file dsdata.txt to determine how the superseded data were derived.
 PE0174
 PE0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK723643(NAD 83)
 PE0174_MARKER: DD = SURVEY DISK
 PE0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0174_STAMPING: N 11 1928 ME
 PE0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0174+STABILITY: SURFACE MOTION
 PE0174
 PE0174  HISTORY     - Date     Condition        Report By
 PE0174  HISTORY     - 1928     MONUMENTED       USGS
 PE0174  HISTORY     - 1935     GOOD             NGS
 PE0174
 PE0174                          STATION DESCRIPTION
 PE0174
 PE0174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PE0174'1.9 MI W FROM BEDDINGTON.
 PE0174'IN HANCOCK COUNTY, 1.9 MILES WEST ALONG STATE HIGHWAY 9 FROM THE
 PE0174'POST OFFICE AT BEDDINGTON, WASHINGTON COUNTY, AT THE JUNCTION
 PE0174'OF A ROAD LEADING SOUTH, 27 FEET SOUTH OF THE CENTER LINE OF THE
 PE0174'HIGHWAY, AND 26 FEET EAST OF THE CENTER LINE OF THE ROAD.  A UNITED
 PE0174'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED N 11 1928 ME AND
 PE0174'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 PE0174'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0093 ***********************************************************************
 RF0093  DESIGNATION -  N 11
 RF0093  PID         -  RF0093
 RF0093  STATE/COUNTY-  ME/AROOSTOOK
 RF0093  USGS QUAD   -  MC NALLY RIDGE (1986)
 RF0093
 RF0093                         *CURRENT SURVEY CONTROL
 RF0093  ___________________________________________________________________
 RF0093* NAD 83(1986)-  46 21 42.     (N)    068 17 00.     (W)     SCALED    
 RF0093* NAVD 88     -       192.142  (meters)     630.39   (feet)  ADJUSTED  
 RF0093  ___________________________________________________________________
 RF0093  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 RF0093  DYNAMIC HT  -         192.153 (meters)     630.42  (feet)  COMP
 RF0093  MODELED GRAV-     980,669.2   (mgal)                       NAVD 88
 RF0093
 RF0093  VERT ORDER  -  FIRST     CLASS II
 RF0093
 RF0093.The horizontal coordinates were scaled from a topographic map and have
 RF0093.an estimated accuracy of +/- 6 seconds.
 RF0093
 RF0093.The orthometric height was determined by differential leveling
 RF0093.and adjusted by the National Geodetic Survey in June 1991..
 RF0093
 RF0093.The geoid height was determined by GEOID03.
 RF0093
 RF0093.The dynamic height is computed by dividing the NAVD 88
 RF0093.geopotential number by the normal gravity value computed on the
 RF0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0093.degrees latitude (g = 980.6199 gals.).
 RF0093
 RF0093.The modeled gravity was interpolated from observed gravity values.
 RF0093
 RF0093;                    North         East    Units  Estimated Accuracy
 RF0093;SPC ME E     -   299,490.      316,670.      MT  (+/- 180 meters Scaled)
 RF0093
 RF0093                          SUPERSEDED SURVEY CONTROL
 RF0093
 RF0093  NGVD 29 (??/??/92)  192.301  (m)          630.91   (f) ADJ UNCH    1 2
 RF0093
 RF0093.Superseded values are not recommended for survey control.
 RF0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0093.See file dsdata.txt to determine how the superseded data were derived.
 RF0093
 RF0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM551344(NAD 83)
 RF0093_MARKER: DB = BENCH MARK DISK
 RF0093_SETTING: 80 = SET IN A BOULDER
 RF0093_SP_SET: BOULDER
 RF0093_STAMPING: 630.908 N 11 1927
 RF0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0093+STABILITY: SURFACE MOTION
 RF0093
 RF0093  HISTORY     - Date     Condition        Report By
 RF0093  HISTORY     - 1927     MONUMENTED       CGS
 RF0093
 RF0093                          STATION DESCRIPTION
 RF0093
 RF0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 RF0093'11.2 MI SE FROM MASARDIS.
 RF0093'11.2 MILES SOUTHEAST ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 RF0093'THE STATION AT MASARDIS, AROOSTOOK COUNTY, 7 RAILS SOUTH OF
 RF0093'CULVERT A 21.79, 27.1 FEET EAST OF THE EAST RAIL, IN THE TOP
 RF0093'OF A BOULDER 2.5 FEET IN DIAMETER, ABOUT 1-1/2 FEET ABOVE THE
 RF0093'LEVEL OF THE GROUND, AND ABOUT 8 FEET ABOVE THE TRACK.  A
 RF0093'STANDARD DISK, STAMPED 630.908 N 11 1927.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0327 ***********************************************************************
 RF0327  DESIGNATION -  N 110
 RF0327  PID         -  RF0327
 RF0327  STATE/COUNTY-  ME/AROOSTOOK
 RF0327  USGS QUAD   -  CLAYTON LAKE (1986)
 RF0327
 RF0327                         *CURRENT SURVEY CONTROL
 RF0327  ___________________________________________________________________
 RF0327* NAD 83(1986)-  46 37 17.     (N)    069 33 15.     (W)     SCALED    
 RF0327* NAVD 88     -       352.836  (meters)    1157.60   (feet)  ADJUSTED  
 RF0327  ___________________________________________________________________
 RF0327  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 RF0327  DYNAMIC HT  -         352.848 (meters)    1157.64  (feet)  COMP
 RF0327  MODELED GRAV-     980,640.2   (mgal)                       NAVD 88
 RF0327
 RF0327  VERT ORDER  -  SECOND    CLASS 0
 RF0327
 RF0327.The horizontal coordinates were scaled from a topographic map and have
 RF0327.an estimated accuracy of +/- 6 seconds.
 RF0327
 RF0327.The orthometric height was determined by differential leveling
 RF0327.and adjusted by the National Geodetic Survey in June 1991..
 RF0327
 RF0327.The geoid height was determined by GEOID03.
 RF0327
 RF0327.The dynamic height is computed by dividing the NAVD 88
 RF0327.geopotential number by the normal gravity value computed on the
 RF0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0327.degrees latitude (g = 980.6199 gals.).
 RF0327
 RF0327.The modeled gravity was interpolated from observed gravity values.
 RF0327
 RF0327;                    North         East    Units  Estimated Accuracy
 RF0327;SPC ME E     -   328,880.      219,270.      MT  (+/- 180 meters Scaled)
 RF0327
 RF0327                          SUPERSEDED SURVEY CONTROL
 RF0327
 RF0327  NGVD 29 (??/??/92)  353.015  (m)         1158.18   (f) ADJ UNCH    2 0
 RF0327
 RF0327.Superseded values are not recommended for survey control.
 RF0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0327.See file dsdata.txt to determine how the superseded data were derived.
 RF0327
 RF0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM575632(NAD 83)
 RF0327_MARKER: DB = BENCH MARK DISK
 RF0327_SETTING: 80 = SET IN A BOULDER
 RF0327_SP_SET: BOULDER
 RF0327_STAMPING: N 110 1953
 RF0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0327+STABILITY: SURFACE MOTION
 RF0327
 RF0327  HISTORY     - Date     Condition        Report By
 RF0327  HISTORY     - 1953     MONUMENTED       CGS
 RF0327
 RF0327                          STATION DESCRIPTION
 RF0327
 RF0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0327'1.8 MI NW FROM CLAYTON LAKE.
 RF0327'ABOUT 1.75 MILES NORTHWEST ALONG A GRAVEL ROAD LEADING TO
 RF0327'LAC FRONTIERE FROM THE POST OFFICE AT CLAYTON LAKE, ABOUT 0.45
 RF0327'MILE EAST OF A 30-FOOT WOODEN BRIDGE OVER KELLEY BROOK, ALONG
 RF0327'A SHORT FLAT STRETCH ON THE WEST SLOPE OF A LONG HILL, IN THE
 RF0327'TOP OF A LARGE ROUGH EDGE BOULDER, 15 FEET SOUTH OF CENTER
 RF0327'LINE OF ROAD, 29 FEET SOUTH AND ACROSS ROAD FROM A TELEPHONE
 RF0327'POLE, ABOUT 1 1/2 FEET ABOVE GROUND AND ABOUT 1 FOOT ABOVE LEVEL
 RF0327'OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0692 ***********************************************************************
 QG0692  DESIGNATION -  N 111
 QG0692  PID         -  QG0692
 QG0692  STATE/COUNTY-  ME/PISCATAQUIS
 QG0692  USGS QUAD   -  BIG SPENCER MTN (1988)
 QG0692
 QG0692                         *CURRENT SURVEY CONTROL
 QG0692  ___________________________________________________________________
 QG0692* NAD 83(1986)-  45 47 42.     (N)    069 26 17.     (W)     SCALED    
 QG0692* NAVD 88     -       409.652  (meters)    1344.00   (feet)  ADJUSTED  
 QG0692  ___________________________________________________________________
 QG0692  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 QG0692  DYNAMIC HT  -         409.642 (meters)    1343.97  (feet)  COMP
 QG0692  MODELED GRAV-     980,578.4   (mgal)                       NAVD 88
 QG0692
 QG0692  VERT ORDER  -  SECOND    CLASS 0
 QG0692
 QG0692.The horizontal coordinates were scaled from a topographic map and have
 QG0692.an estimated accuracy of +/- 6 seconds.
 QG0692
 QG0692.The orthometric height was determined by differential leveling
 QG0692.and adjusted by the National Geodetic Survey in June 1991..
 QG0692
 QG0692.The geoid height was determined by GEOID03.
 QG0692
 QG0692.The dynamic height is computed by dividing the NAVD 88
 QG0692.geopotential number by the normal gravity value computed on the
 QG0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0692.degrees latitude (g = 980.6199 gals.).
 QG0692
 QG0692.The modeled gravity was interpolated from observed gravity values.
 QG0692
 QG0692;                    North         East    Units  Estimated Accuracy
 QG0692;SPC ME E     -   236,920.      227,080.      MT  (+/- 180 meters Scaled)
 QG0692
 QG0692                          SUPERSEDED SURVEY CONTROL
 QG0692
 QG0692  NGVD 29 (??/??/92)  409.808  (m)         1344.51   (f) ADJ UNCH    2 0
 QG0692
 QG0692.Superseded values are not recommended for survey control.
 QG0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0692.See file dsdata.txt to determine how the superseded data were derived.
 QG0692
 QG0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL659713(NAD 83)
 QG0692_MARKER: DB = BENCH MARK DISK
 QG0692_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QG0692_SP_SET: BRIDGE
 QG0692_STAMPING: N 111 1953
 QG0692_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG0692
 QG0692  HISTORY     - Date     Condition        Report By
 QG0692  HISTORY     - 1953     MONUMENTED       CGS
 QG0692  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 QG0692
 QG0692                          STATION DESCRIPTION
 QG0692
 QG0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0692'14.7 MI N FROM KOKADJO.
 QG0692'8.2 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE POST OFFICE
 QG0692'AT KOKADJO, THENCE ABOUT 6.5 MILES NORTHWEST AND WEST ALONG A
 QG0692'PRIVATE GRAVEL ROAD, ABOUT 1.0 MILE WEST OF A WOODEN BRIDGE OVER
 QG0692'A SMALL STREAM, ON THE NORTHWEST SLOPE OF A HILL, IN THE TOP OF
 QG0692'A ROUNDED BOULDER ABOUT 3 FEET IN DIAMETER AND PROJECTING ABOUT
 QG0692'6 INCHES OUT OF GROUND, 27 FEET NORTHEAST OF CENTER LINE OF
 QG0692'ROAD, 42 FEET NORTHWEST OF THE FIRST TELEPHONE POLE SOUTHEAST OF
 QG0692'A TELEPHONE POLE WITH A BRACE POLE, 3 FEET NORTHEAST OF LINE
 QG0692'OF POLES, ABOUT 1 FOOT BELOW LEVEL OF ROAD.
 QG0692
 QG0692                          STATION RECOVERY (1984)
 QG0692
 QG0692'RECOVERY NOTE BY US POWER SQUADRON 1984 (RPS)
 QG0692'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0271 ***********************************************************************
 RF0271  DESIGNATION -  N 112
 RF0271  PID         -  RF0271
 RF0271  STATE/COUNTY-  ME/PISCATAQUIS
 RF0271  USGS QUAD   -  WADLEIGH POND (1989)
 RF0271
 RF0271                         *CURRENT SURVEY CONTROL
 RF0271  ___________________________________________________________________
 RF0271* NAD 83(1986)-  46 17 49.     (N)    069 42 02.     (W)     SCALED    
 RF0271* NAVD 88     -       491.659  (meters)    1613.05   (feet)  ADJUSTED  
 RF0271  ___________________________________________________________________
 RF0271  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 RF0271  DYNAMIC HT  -         491.665 (meters)    1613.07  (feet)  COMP
 RF0271  MODELED GRAV-     980,609.3   (mgal)                       NAVD 88
 RF0271
 RF0271  VERT ORDER  -  SECOND    CLASS 0
 RF0271
 RF0271.The horizontal coordinates were scaled from a topographic map and have
 RF0271.an estimated accuracy of +/- 6 seconds.
 RF0271
 RF0271.The orthometric height was determined by differential leveling
 RF0271.and adjusted by the National Geodetic Survey in June 1991..
 RF0271
 RF0271.The geoid height was determined by GEOID03.
 RF0271
 RF0271.The dynamic height is computed by dividing the NAVD 88
 RF0271.geopotential number by the normal gravity value computed on the
 RF0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0271.degrees latitude (g = 980.6199 gals.).
 RF0271
 RF0271.The modeled gravity was interpolated from observed gravity values.
 RF0271
 RF0271;                    North         East    Units  Estimated Accuracy
 RF0271;SPC ME E     -   292,980.      207,510.      MT  (+/- 180 meters Scaled)
 RF0271
 RF0271                          SUPERSEDED SURVEY CONTROL
 RF0271
 RF0271  NGVD 29 (??/??/92)  491.818  (m)         1613.57   (f) ADJ UNCH    2 0
 RF0271
 RF0271.Superseded values are not recommended for survey control.
 RF0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0271.See file dsdata.txt to determine how the superseded data were derived.
 RF0271
 RF0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM460272(NAD 83)
 RF0271_MARKER: DB = BENCH MARK DISK
 RF0271_SETTING: 66 = SET IN ROCK OUTCROP
 RF0271_SP_SET: ROCK LEDGE
 RF0271_STAMPING: N 112 1953
 RF0271_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0271+STABILITY: POSITION/ELEVATION WELL
 RF0271
 RF0271  HISTORY     - Date     Condition        Report By
 RF0271  HISTORY     - 1953     MONUMENTED       CGS
 RF0271  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RF0271
 RF0271                          STATION DESCRIPTION
 RF0271
 RF0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0271'33.2 MI N FROM SEBOOMOOK DAM.
 RF0271'ABOUT 26.3 MILES NORTHWEST AND NORTH ALONG A GRAVEL ROAD LEADING
 RF0271'TO CAUCOMGOMOC LAKE FROM SEBOOMOOK DAM, THENCE ABOUT 6.85 MILES
 RF0271'NORTH AND NORTHWEST ALONG A ROAD LEADING TO FRANCIS LAKE, ON A
 RF0271'GRADE DECENDING SOUTH-SOUTHWEST, SET IN THE TOP OF AN OUTCROPPING
 RF0271'GRANITE LEDGE ABOUT 12 BY 6 FEET AND PROJECTING 3 FEET, 13 FEET
 RF0271'WEST-NORTHWEST OF CENTER LINE OF ROAD, 23 FEET EAST-SOUTHEAST OF
 RF0271'A TRIANGULAR BLAZED 16-INCH CEDAR TREE AND ABOUT 3 1/2 FEET
 RF0271'ABOVE LEVEL OF ROAD.
 RF0271
 RF0271                          STATION RECOVERY (1985)
 RF0271
 RF0271'RECOVERY NOTE BY US POWER SQUADRON 1985 (LMT)
 RF0271'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SE0027 ***********************************************************************
 SE0027  DESIGNATION -  N 113
 SE0027  PID         -  SE0027
 SE0027  STATE/COUNTY-  ME/AROOSTOOK
 SE0027  USGS QUAD   -  VAN BUREN (1986)
 SE0027
 SE0027                         *CURRENT SURVEY CONTROL
 SE0027  ___________________________________________________________________
 SE0027* NAD 83(1986)-  47 08 42.     (N)    067 55 03.     (W)     SCALED    
 SE0027* NAVD 88     -       134.685  (meters)     441.88   (feet)  ADJUSTED  
 SE0027  ___________________________________________________________________
 SE0027  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 SE0027  DYNAMIC HT  -         134.704 (meters)     441.94  (feet)  COMP
 SE0027  MODELED GRAV-     980,749.8   (mgal)                       NAVD 88
 SE0027
 SE0027  VERT ORDER  -  SECOND    CLASS 0
 SE0027
 SE0027.The horizontal coordinates were scaled from a topographic map and have
 SE0027.an estimated accuracy of +/- 6 seconds.
 SE0027
 SE0027.The orthometric height was determined by differential leveling
 SE0027.and adjusted by the National Geodetic Survey in June 1991..
 SE0027
 SE0027.The geoid height was determined by GEOID03.
 SE0027
 SE0027.The dynamic height is computed by dividing the NAVD 88
 SE0027.geopotential number by the normal gravity value computed on the
 SE0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SE0027.degrees latitude (g = 980.6199 gals.).
 SE0027
 SE0027.The modeled gravity was interpolated from observed gravity values.
 SE0027
 SE0027;                    North         East    Units  Estimated Accuracy
 SE0027;SPC ME E     -   386,710.      344,180.      MT  (+/- 180 meters Scaled)
 SE0027
 SE0027                          SUPERSEDED SURVEY CONTROL
 SE0027
 SE0027  NGVD 29 (??/??/92)  134.857  (m)          442.44   (f) ADJ UNCH    2 0
 SE0027
 SE0027.Superseded values are not recommended for survey control.
 SE0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SE0027.See file dsdata.txt to determine how the superseded data were derived.
 SE0027
 SE0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN820218(NAD 83)
 SE0027_MARKER: DB = BENCH MARK DISK
 SE0027_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SE0027_SP_SET: ABUTMENT
 SE0027_STAMPING: N 113 1953
 SE0027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SE0027
 SE0027  HISTORY     - Date     Condition        Report By
 SE0027  HISTORY     - 1953     MONUMENTED       CGS
 SE0027
 SE0027                          STATION DESCRIPTION
 SE0027
 SE0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 SE0027'1 MI SE FROM VAN BUREN.
 SE0027'1.05 MILES SOUTHEAST ALONG STATE HIGHWAY 165 FROM THE POST
 SE0027'OFFICE AT VAN BUREN, IN THE TOP OF THE SOUTHWEST END OF THE
 SE0027'SOUTHEAST ABUTMENT OF HIGHWAY BRIDGE OVER HAMMOND BROOK, 18 FEET
 SE0027'SOUTHWEST OF CENTER LINE OF HIGHWAY, 31 FEET EAST OF TELEPHONE
 SE0027'POLE NO. 38 AND ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0394 ***********************************************************************
 QG0394  DESIGNATION -  N 114
 QG0394  PID         -  QG0394
 QG0394  STATE/COUNTY-  ME/PISCATAQUIS
 QG0394  USGS QUAD   -  MILO NORTH (1988)
 QG0394
 QG0394                         *CURRENT SURVEY CONTROL
 QG0394  ___________________________________________________________________
 QG0394* NAD 83(1986)-  45 20 36.     (N)    068 54 28.     (W)     SCALED    
 QG0394* NAVD 88     -       142.736  (meters)     468.29   (feet)  ADJUSTED  
 QG0394  ___________________________________________________________________
 QG0394  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 QG0394  DYNAMIC HT  -         142.735 (meters)     468.29  (feet)  COMP
 QG0394  MODELED GRAV-     980,608.7   (mgal)                       NAVD 88
 QG0394
 QG0394  VERT ORDER  -  SECOND    CLASS 0
 QG0394
 QG0394.The horizontal coordinates were scaled from a topographic map and have
 QG0394.an estimated accuracy of +/- 6 seconds.
 QG0394
 QG0394.The orthometric height was determined by differential leveling
 QG0394.and adjusted by the National Geodetic Survey in June 1991..
 QG0394
 QG0394.The geoid height was determined by GEOID03.
 QG0394
 QG0394.The dynamic height is computed by dividing the NAVD 88
 QG0394.geopotential number by the normal gravity value computed on the
 QG0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0394.degrees latitude (g = 980.6199 gals.).
 QG0394
 QG0394.The modeled gravity was interpolated from observed gravity values.
 QG0394
 QG0394;                    North         East    Units  Estimated Accuracy
 QG0394;SPC ME E     -   186,380.      268,040.      MT  (+/- 180 meters Scaled)
 QG0394
 QG0394                          SUPERSEDED SURVEY CONTROL
 QG0394
 QG0394  NGVD 29 (??/??/92)  142.911  (m)          468.87   (f) ADJ UNCH    2 0
 QG0394
 QG0394.Superseded values are not recommended for survey control.
 QG0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0394.See file dsdata.txt to determine how the superseded data were derived.
 QG0394
 QG0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL072210(NAD 83)
 QG0394_MARKER: DB = BENCH MARK DISK
 QG0394_SETTING: 80 = SET IN A BOULDER
 QG0394_SP_SET: BOULDER
 QG0394_STAMPING: N 114 1953
 QG0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0394+STABILITY: SURFACE MOTION
 QG0394
 QG0394  HISTORY     - Date     Condition        Report By
 QG0394  HISTORY     - 1953     MONUMENTED       CGS
 QG0394
 QG0394                          STATION DESCRIPTION
 QG0394
 QG0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0394'1.4 MI N FROM ADAMS.
 QG0394'1.45 MILES NORTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM THE
 QG0394'CROSSING OF CANADIAN PACIFIC RAILWAY AT ADAMS, ABOUT 0.25 MILE
 QG0394'SOUTH OF MILE POST 18, 132 YARDS NORTH OF PIPE CULVERT NO. 17.66,
 QG0394'29 FEET EAST OF EAST RAIL, IN THE TOP OF THE HIGHEST POINT OF A
 QG0394'3-FOOT HIGH 10 BY 7 FOOT BOULDER, ABOUT 20 FEET NORTH OF THE
 QG0394'LARGEST BOULDER IN VICINITY AND ABOUT 5 1/2 FEET ABOVE TOP OF
 QG0394'RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0015 ***********************************************************************
 QF0015  DESIGNATION -  N 115
 QF0015  PID         -  QF0015
 QF0015  STATE/COUNTY-  ME/WASHINGTON
 QF0015  USGS QUAD   -  MEDDYBEMPS LAKE EAST (1987)
 QF0015
 QF0015                         *CURRENT SURVEY CONTROL
 QF0015  ___________________________________________________________________
 QF0015* NAD 83(1986)-  45 03 25.     (N)    067 15 52.     (W)     SCALED    
 QF0015* NAVD 88     -        36.101  (meters)     118.44   (feet)  ADJUSTED  
 QF0015  ___________________________________________________________________
 QF0015  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 QF0015  DYNAMIC HT  -          36.101 (meters)     118.44  (feet)  COMP
 QF0015  MODELED GRAV-     980,612.1   (mgal)                       NAVD 88
 QF0015
 QF0015  VERT ORDER  -  FIRST     CLASS I
 QF0015
 QF0015.The horizontal coordinates were scaled from a topographic map and have
 QF0015.an estimated accuracy of +/- 6 seconds.
 QF0015
 QF0015.The orthometric height was determined by differential leveling
 QF0015.and adjusted by the National Geodetic Survey in June 1991..
 QF0015.WARNING-Repeat measurements at this control monument indicate possible
 QF0015.vertical movement.
 QF0015
 QF0015.The geoid height was determined by GEOID03.
 QF0015
 QF0015.The dynamic height is computed by dividing the NAVD 88
 QF0015.geopotential number by the normal gravity value computed on the
 QF0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0015.degrees latitude (g = 980.6199 gals.).
 QF0015
 QF0015.The modeled gravity was interpolated from observed gravity values.
 QF0015
 QF0015;                    North         East    Units  Estimated Accuracy
 QF0015;SPC ME E     -   155,210.      397,310.      MT  (+/- 180 meters Scaled)
 QF0015
 QF0015                          SUPERSEDED SURVEY CONTROL
 QF0015
 QF0015  NGVD 29 (??/??/92)   36.308  (m)          119.12   (f) ADJ UNCH    1 1
 QF0015
 QF0015.Superseded values are not recommended for survey control.
 QF0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0015.See file dsdata.txt to determine how the superseded data were derived.
 QF0015
 QF0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK366907(NAD 83)
 QF0015_MARKER: DB = BENCH MARK DISK
 QF0015_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QF0015_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QF0015_STAMPING: N 115 1953
 QF0015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QF0015
 QF0015  HISTORY     - Date     Condition        Report By
 QF0015  HISTORY     - 1953     MONUMENTED       CGS
 QF0015  HISTORY     - 1966     GOOD             NGS
 QF0015  HISTORY     - 1978     GOOD             DMA
 QF0015
 QF0015                          STATION DESCRIPTION
 QF0015
 QF0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 QF0015'2.6 MI N FROM CHARLOTTE.
 QF0015'2.65 MILES NORTH ALONG THE MAINE CENTRAL RAILROAD FROM THE
 QF0015'CROSSING OF A BLACK TOPPED ROAD AT CHARLOTTE, 308 FEET SOUTHEAST
 QF0015'OF MILEPOST C10/P260, 38 1/2 FEET SOUTH-SOUTHEAST OF A TRIANGULAR
 QF0015'BLAZED 8-INCH FIR TREE, 29.0 FEET NORTHEAST OF THE NORTHEAST
 QF0015'RAIL, ABOUT 3 1/2 FEET ABOVE THE LEVEL OF THE TRACK, AND IS A
 QF0015'DISK WELDED ON TOP OF A 3-INCH IRON PIPE PROJECTING 0.5 FOOT.
 QF0015
 QF0015                          STATION RECOVERY (1978)
 QF0015
 QF0015'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 QF0015'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0316 ***********************************************************************
 RF0316  DESIGNATION -  N 116
 RF0316  PID         -  RF0316
 RF0316  STATE/COUNTY-  ME/SOMERSET
 RF0316  USGS QUAD   -  BAKER LAKE NW (1989)
 RF0316
 RF0316                         *CURRENT SURVEY CONTROL
 RF0316  ___________________________________________________________________
 RF0316* NAD 83(1986)-  46 24 54.     (N)    069 58 36.     (W)     SCALED    
 RF0316* NAVD 88     -       422.007  (meters)    1384.53   (feet)  ADJUSTED  
 RF0316  ___________________________________________________________________
 RF0316  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 RF0316  DYNAMIC HT  -         422.012 (meters)    1384.55  (feet)  COMP
 RF0316  MODELED GRAV-     980,611.9   (mgal)                       NAVD 88
 RF0316
 RF0316  VERT ORDER  -  SECOND    CLASS 0
 RF0316
 RF0316.The horizontal coordinates were scaled from a topographic map and have
 RF0316.an estimated accuracy of +/- 6 seconds.
 RF0316
 RF0316.The orthometric height was determined by differential leveling
 RF0316.and adjusted by the National Geodetic Survey in June 1991..
 RF0316
 RF0316.The geoid height was determined by GEOID03.
 RF0316
 RF0316.The dynamic height is computed by dividing the NAVD 88
 RF0316.geopotential number by the normal gravity value computed on the
 RF0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0316.degrees latitude (g = 980.6199 gals.).
 RF0316
 RF0316.The modeled gravity was interpolated from observed gravity values.
 RF0316
 RF0316;                    North         East    Units  Estimated Accuracy
 RF0316;SPC ME W     -   398,020.      914,610.      MT  (+/- 180 meters Scaled)
 RF0316
 RF0316                          SUPERSEDED SURVEY CONTROL
 RF0316
 RF0316  NGVD 29 (??/??/92)  422.174  (m)         1385.08   (f) ADJ UNCH    2 0
 RF0316
 RF0316.Superseded values are not recommended for survey control.
 RF0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0316.See file dsdata.txt to determine how the superseded data were derived.
 RF0316
 RF0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM249406(NAD 83)
 RF0316_MARKER: DB = BENCH MARK DISK
 RF0316_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RF0316_SP_SET: MAPLE TREE
 RF0316_STAMPING: N 116 1953
 RF0316_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RF0316
 RF0316  HISTORY     - Date     Condition        Report By
 RF0316  HISTORY     - 1953     MONUMENTED       CGS
 RF0316
 RF0316                          STATION DESCRIPTION
 RF0316
 RF0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0316'13.6 MI SE FROM STE CAMILLE.
 RF0316'ABOUT 13.1 MILES SOUTHEAST ALONG A ROAD FROM THE CROSSING OF THE
 RF0316'QUEBEC CENTRAL RAILWAY AND STATION AT STE CAMILLE, THENCE ABOUT
 RF0316'0.55 MILE EAST ALONG A JEEP ROAD FOLLOWING A TELEPHONE LINE, SET
 RF0316'VERTICALLY ABOUT 3 FEET ABOVE GROUND IN THE NORTHEAST FACE OF A
 RF0316'12-INCH MAPLE TREE, 17 FEET SOUTHWEST OF CENTER LINE OF TRAIL,
 RF0316'14 FEET WEST-NORTHWEST OF A TRIANGULAR BLAZED 10-INCH ELM TREE
 RF0316'AND ABOUT 3 FEET ABOVE LEVEL OF TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0105 ***********************************************************************
 PE0105  CBN         -  This is a Cooperative Base Network Control Station.
 PE0105  DESIGNATION -  N 12
 PE0105  PID         -  PE0105
 PE0105  STATE/COUNTY-  ME/WASHINGTON
 PE0105  USGS QUAD   -  LEAD MOUNTAIN (1987)
 PE0105
 PE0105                         *CURRENT SURVEY CONTROL
 PE0105  ___________________________________________________________________
 PE0105* NAD 83(1996)-  44 47 34.27816(N)    068 02 20.33568(W)     ADJUSTED  
 PE0105* NAVD 88     -       136.218  (meters)     446.91   (feet)  ADJUSTED  
 PE0105  ___________________________________________________________________
 PE0105  X           -   1,695,575.267 (meters)                     COMP
 PE0105  Y           -  -4,204,930.628 (meters)                     COMP
 PE0105  Z           -   4,471,120.389 (meters)                     COMP
 PE0105  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 PE0105  ELLIP HEIGHT-         112.05  (meters)          (04/26/01) GPS OBS
 PE0105  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 PE0105  DYNAMIC HT  -         136.207 (meters)     446.87  (feet)  COMP
 PE0105  MODELED GRAV-     980,539.0   (mgal)                       NAVD 88
 PE0105
 PE0105  HORZ ORDER  -  A
 PE0105  VERT ORDER  -  SECOND    CLASS 0
 PE0105  ELLP ORDER  -  FOURTH    CLASS I
 PE0105
 PE0105.The horizontal coordinates were established by GPS observations
 PE0105.and adjusted by the National Geodetic Survey in April 2001..
 PE0105
 PE0105.The orthometric height was determined by differential leveling
 PE0105.and adjusted by the National Geodetic Survey in June 1991..
 PE0105
 PE0105.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PE0105
 PE0105.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE0105
 PE0105.The ellipsoidal height was determined by GPS observations
 PE0105.and is referenced to NAD 83.
 PE0105
 PE0105.The geoid height was determined by GEOID03.
 PE0105
 PE0105.The dynamic height is computed by dividing the NAVD 88
 PE0105.geopotential number by the normal gravity value computed on the
 PE0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0105.degrees latitude (g = 980.6199 gals.).
 PE0105
 PE0105.The modeled gravity was interpolated from observed gravity values.
 PE0105
 PE0105;                    North         East     Units Scale Factor Converg.
 PE0105;SPC ME E     -   125,229.250   336,476.892   MT  0.99991636   +0 19 29.3
 PE0105;UTM  19      - 4,960,388.809   576,015.359   MT  0.99967105   +0 40 37.6
 PE0105
 PE0105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE0105!SPC ME E     -   0.99998243  x   0.99991636  =   0.99989879
 PE0105!UTM  19      -   0.99998243  x   0.99967105  =   0.99965349
 PE0105
 PE0105                          SUPERSEDED SURVEY CONTROL
 PE0105
 PE0105  NAVD 88 (04/26/01)  136.22   (m)          446.9    (f) LEVELING    3  
 PE0105  NGVD 29 (??/??/92)  136.400  (m)          447.51   (f) ADJ UNCH    2 0
 PE0105
 PE0105.Superseded values are not recommended for survey control.
 PE0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0105.See file dsdata.txt to determine how the superseded data were derived.
 PE0105
 PE0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK7601560389(NAD 83)
 PE0105_MARKER: DD = SURVEY DISK
 PE0105_SETTING: 80 = SET IN A BOULDER
 PE0105_SP_SET: BOULDER
 PE0105_STAMPING: N 12 1928 ME
 PE0105_MARK LOGO: USGS  
 PE0105_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PE0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0105+STABILITY: SURFACE MOTION
 PE0105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE0105+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2000
 PE0105
 PE0105  HISTORY     - Date     Condition        Report By
 PE0105  HISTORY     - 1928     MONUMENTED       USGS
 PE0105  HISTORY     - 1942     GOOD             NGS
 PE0105  HISTORY     - 20000714 GOOD             MEDT
 PE0105
 PE0105                          STATION DESCRIPTION
 PE0105
 PE0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PE0105'0.7 MI S FROM SOUTH BEDDINGTON.
 PE0105'0.7 MILE SOUTH ALONG STATE HIGHWAY 193 FROM THE TOWNHALL AT
 PE0105'SOUTH BEDDINGTON, WASHINGTON COUNTY, 0.1 MILE NORTH OF A SMALL
 PE0105'CEMETERY, AT THE OLD S.L. OAKES HOMESTEAD, 216 FEET NORTHWEST
 PE0105'OF THE HOMESTEAD, 60 FEET EAST OF THE CENTER LINE OF THE
 PE0105'HIGHWAY, 23 FEET NORTH OF THE CENTER LINE OF THE DRIVEWAY
 PE0105'LEADING TO THE HOUSE, IN THE TOP OF A 9- BY 10-FOOT BOULDER
 PE0105'PROJECTING 4 FEET ABOVE THE GROUND, AND ABOUT 4 FEET HIGHER THAN
 PE0105'THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 PE0105'STAMPED N 12 1928 ME.
 PE0105
 PE0105                          STATION RECOVERY (2000)
 PE0105
 PE0105'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 2000 (TL)
 PE0105'THE STATION IS ABOUT 5.5 MI (8.9 KM) SOUTH OF BEDDINGTON, 0.1 MI (0.2
 PE0105'KM) NORTH OF A SMALL CEMETERY.  TO REACH FROM THE JUNCTION OF STATE
 PE0105'HIGHWAYS 9 AND 193, ABOUT 2 MI (3.2 KM) SOUTHWEST OF BEDDINGTON, GO
 PE0105'SOUTH FOR 0.7 MI (1.1 KM) ON HIGHWAY 193 TO THE BEDDINGTON TOWN LINE.
 PE0105'CONTINUE SOUTH FOR 2.1 MI (3.4 KM) ON HIGHWAY 193 TO THE BEDDINGTON
 PE0105'FIRE DEPARTMENT.  CONTINUE SOUTH FOR 0.6 MI (1.0 KM) ON HIGHWAY 193 TO
 PE0105'THE STATION ON THE LEFT, AT A GRAVEL DRIVE LEADING EAST TO A HOUSE.
 PE0105'THE STATION IS SET IN A DRILL HOLE IN A 9 FT (2.7 M) BY 10 FT (3.0 M)
 PE0105'BOULDER PROJECTING 3 FT (0.9 M) ABOVE GROUND.  LOCATED 60.8 FT (18.5
 PE0105'M) WEST OF A 6-INCH IRON WELL CASING PROJECTING 1 FT (0.3 M) ABOVE
 PE0105'GROUND, 58.3 FT (17.8 M) EAST-NORTHEAST OF THE CENTERLINE OF HIGHWAY,
 PE0105'53.1 FT (16.2 M) NORTH OF UTILITY POLE NUMBER 81 AND 22.3 FT (6.8 M)
 PE0105'NORTHWEST OF THE APPROXIMATE CENTER OF THE GRAVEL DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0026 ***********************************************************************
 QG0026  DESIGNATION -  N 12
 QG0026  PID         -  QG0026
 QG0026  STATE/COUNTY-  ME/PENOBSCOT
 QG0026  USGS QUAD   -  BENEDICTA (1989)
 QG0026
 QG0026                         *CURRENT SURVEY CONTROL
 QG0026  ___________________________________________________________________
 QG0026* NAD 83(1986)-  45 51 37.     (N)    068 29 11.     (W)     SCALED    
 QG0026* NAVD 88     -       157.557  (meters)     516.92   (feet)  ADJUSTED  
 QG0026  ___________________________________________________________________
 QG0026  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 QG0026  DYNAMIC HT  -         157.562 (meters)     516.93  (feet)  COMP
 QG0026  MODELED GRAV-     980,642.2   (mgal)                       NAVD 88
 QG0026
 QG0026  VERT ORDER  -  FIRST     CLASS II
 QG0026
 QG0026.The horizontal coordinates were scaled from a topographic map and have
 QG0026.an estimated accuracy of +/- 6 seconds.
 QG0026
 QG0026.The orthometric height was determined by differential leveling
 QG0026.and adjusted by the National Geodetic Survey in June 1991..
 QG0026
 QG0026.The geoid height was determined by GEOID03.
 QG0026
 QG0026.The dynamic height is computed by dividing the NAVD 88
 QG0026.geopotential number by the normal gravity value computed on the
 QG0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0026.degrees latitude (g = 980.6199 gals.).
 QG0026
 QG0026.The modeled gravity was interpolated from observed gravity values.
 QG0026
 QG0026;                    North         East    Units  Estimated Accuracy
 QG0026;SPC ME E     -   243,750.      301,060.      MT  (+/- 180 meters Scaled)
 QG0026
 QG0026                          SUPERSEDED SURVEY CONTROL
 QG0026
 QG0026  NGVD 29 (??/??/92)  157.730  (m)          517.49   (f) ADJ UNCH    1 2
 QG0026
 QG0026.Superseded values are not recommended for survey control.
 QG0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0026.See file dsdata.txt to determine how the superseded data were derived.
 QG0026
 QG0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL398786(NAD 83)
 QG0026_MARKER: DB = BENCH MARK DISK
 QG0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0026_STAMPING: 517.486 N 12 1927
 QG0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0026+STABILITY: SURFACE MOTION
 QG0026
 QG0026  HISTORY     - Date     Condition        Report By
 QG0026  HISTORY     - 1927     MONUMENTED       CGS
 QG0026
 QG0026                          STATION DESCRIPTION
 QG0026
 QG0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 QG0026'AT STACYVILLE.
 QG0026'AT STACYVILLE, PENOBSCOT COUNTY, ON THE BANGOR AND AROOSTOOK
 QG0026'RAILROAD, 39 RAILS SOUTHWEST OF THE SOUTHWEST END OF THE STATION,
 QG0026'AT A ROAD CROSSING, 38 FEET SOUTHWEST OF THE CENTER LINE OF THE
 QG0026'ROAD, 31.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND 2.7 FEET
 QG0026'SOUTHWEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 QG0026'517.486 N 12 1927 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 QG0026'5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0115 ***********************************************************************
 OC0115  DESIGNATION -  N 121
 OC0115  PID         -  OC0115
 OC0115  STATE/COUNTY-  ME/CUMBERLAND
 OC0115  USGS QUAD   -  PORTLAND WEST (1978)
 OC0115
 OC0115                         *CURRENT SURVEY CONTROL
 OC0115  ___________________________________________________________________
 OC0115* NAD 83(1986)-  43 40 17.     (N)    070 19 47.     (W)     SCALED    
 OC0115* NAVD 88     -        24.527  (meters)      80.47   (feet)  ADJUSTED  
 OC0115  ___________________________________________________________________
 OC0115  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 OC0115  DYNAMIC HT  -          24.524 (meters)      80.46  (feet)  COMP
 OC0115  MODELED GRAV-     980,493.8   (mgal)                       NAVD 88
 OC0115
 OC0115  VERT ORDER  -  FIRST     CLASS II
 OC0115
 OC0115.The horizontal coordinates were scaled from a topographic map and have
 OC0115.an estimated accuracy of +/- 6 seconds.
 OC0115
 OC0115.The orthometric height was determined by differential leveling
 OC0115.and adjusted by the National Geodetic Survey in June 1991..
 OC0115
 OC0115.The geoid height was determined by GEOID03.
 OC0115
 OC0115.The dynamic height is computed by dividing the NAVD 88
 OC0115.geopotential number by the normal gravity value computed on the
 OC0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0115.degrees latitude (g = 980.6199 gals.).
 OC0115
 OC0115.The modeled gravity was interpolated from observed gravity values.
 OC0115
 OC0115;                    North         East    Units  Estimated Accuracy
 OC0115;SPC ME W     -    93,120.      886,850.      MT  (+/- 180 meters Scaled)
 OC0115
 OC0115                          SUPERSEDED SURVEY CONTROL
 OC0115
 OC0115  NGVD 29 (??/??/92)   24.740  (m)           81.17   (f) ADJ UNCH    1 2
 OC0115
 OC0115.Superseded values are not recommended for survey control.
 OC0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0115.See file dsdata.txt to determine how the superseded data were derived.
 OC0115
 OC0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ928362(NAD 83)
 OC0115_MARKER: DB = BENCH MARK DISK
 OC0115_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC0115_SP_SET: PIER
 OC0115_STAMPING: N 121 1955
 OC0115_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC0115
 OC0115  HISTORY     - Date     Condition        Report By
 OC0115  HISTORY     - 1955     MONUMENTED       CGS
 OC0115  HISTORY     - 1976     GOOD             NGS
 OC0115  HISTORY     - 19940617 POOR             USPSQD
 OC0115
 OC0115                          STATION DESCRIPTION
 OC0115
 OC0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 OC0115'1.2 MI SE FROM WESTBROOK.
 OC0115'ABOUT 1.25 MILES SOUTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM
 OC0115'CUMBERLAND MILLS STATION AT WESTBROOK, ABOUT 300 YARDS NORTHWEST
 OC0115'OF MILE POST P 4, AT THE OVERPASS OF THE MAINE TURNPIKE OVER
 OC0115'TRACK, SET VERTICALLY IN THE NORTHWEST FACE OF THE SOUTHWEST
 OC0115'PIER UNDER THE NORTHWEST LANE OF OVERPASS OF TURNPIKE, 37 1/2
 OC0115'FEET SOUTHWEST OF SOUTHWEST RAIL AND ABOUT 7 FEET ABOVE LEVEL
 OC0115'OF TRACK.
 OC0115
 OC0115                          STATION RECOVERY (1976)
 OC0115
 OC0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0115'RECOVERED IN GOOD CONDITION.
 OC0115
 OC0115                          STATION RECOVERY (1994)
 OC0115
 OC0115'RECOVERY NOTE BY US POWER SQUADRON 1994
 OC0115'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0544 ***********************************************************************
 OC0544  DESIGNATION -  N 122
 OC0544  PID         -  OC0544
 OC0544  STATE/COUNTY-  ME/CUMBERLAND
 OC0544  USGS QUAD   -  STEEP FALLS (1983)
 OC0544
 OC0544                         *CURRENT SURVEY CONTROL
 OC0544  ___________________________________________________________________
 OC0544* NAD 83(1986)-  43 48 37.     (N)    070 41 37.     (W)     SCALED    
 OC0544* NAVD 88     -        98.253  (meters)     322.35   (feet)  ADJUSTED  
 OC0544  ___________________________________________________________________
 OC0544  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 OC0544  DYNAMIC HT  -          98.238 (meters)     322.30  (feet)  COMP
 OC0544  MODELED GRAV-     980,462.9   (mgal)                       NAVD 88
 OC0544
 OC0544  VERT ORDER  -  FIRST     CLASS II
 OC0544
 OC0544.The horizontal coordinates were scaled from a topographic map and have
 OC0544.an estimated accuracy of +/- 6 seconds.
 OC0544
 OC0544.The orthometric height was determined by differential leveling
 OC0544.and adjusted by the National Geodetic Survey in June 1991..
 OC0544
 OC0544.The geoid height was determined by GEOID03.
 OC0544
 OC0544.The dynamic height is computed by dividing the NAVD 88
 OC0544.geopotential number by the normal gravity value computed on the
 OC0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0544.degrees latitude (g = 980.6199 gals.).
 OC0544
 OC0544.The modeled gravity was interpolated from observed gravity values.
 OC0544
 OC0544;                    North         East    Units  Estimated Accuracy
 OC0544;SPC ME W     -   108,670.      857,600.      MT  (+/- 180 meters Scaled)
 OC0544
 OC0544                          SUPERSEDED SURVEY CONTROL
 OC0544
 OC0544  NGVD 29 (??/??/92)   98.433  (m)          322.94   (f) ADJ UNCH    1 2
 OC0544
 OC0544.Superseded values are not recommended for survey control.
 OC0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0544.See file dsdata.txt to determine how the superseded data were derived.
 OC0544
 OC0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ637521(NAD 83)
 OC0544_MARKER: DB = BENCH MARK DISK
 OC0544_SETTING: 66 = SET IN ROCK OUTCROP
 OC0544_SP_SET: ROCK CUT
 OC0544_STAMPING: N 122 1955
 OC0544_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC0544+STABILITY: POSITION/ELEVATION WELL
 OC0544
 OC0544  HISTORY     - Date     Condition        Report By
 OC0544  HISTORY     - 1955     MONUMENTED       CGS
 OC0544  HISTORY     - 1976     GOOD             NGS
 OC0544  HISTORY     - 20040418 GOOD             GEOCAC
 OC0544
 OC0544                          STATION DESCRIPTION
 OC0544
 OC0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 OC0544'2.4 MI W FROM STEEP FALLS.
 OC0544'2.4 MILES WEST ALONG THE MAINE CENTRAL RAILROAD FROM THE STATION
 OC0544'AT STEEP FALLS, ABOUT 12K YARDS NORTHWEST OF MILE POST P 27,
 OC0544'ABOUT 130 YARDS NORTHWEST OF THE CROSSING OF A BLACK TOP ROAD
 OC0544'(OLD STATE HIGHWAY 113), 99 FEET NORTHEAST AND ACROSS STATE
 OC0544'HIGHWAY 113 FROM THE NORTHEAST RAIL, 30 1/2 FEET NORTHEAST OF THE
 OC0544'CENTER LINE OF THE HIGHWAY, SET VERTICALLY ABOUT 3 1/2 FEET
 OC0544'ABOVE THE LEVEL OF THE HIGHWAY IN THE FACE OF THE LARGEST ROCK
 OC0544'IN A BENCH CUT ALONG THE HIGHWAY, 2 FEET BELOW AND 2 FEET
 OC0544'NORTHWEST OF A CROSS FORMED IN THE FACE OF THE ROCK BY
 OC0544'INTERSECTING QUARTZ VEINS, 78 FEET NORTHEAST AND ACROSS THE
 OC0544'HIGHWAY FROM TWIN TELEPHONE POLES NUMBER 932 1/2 AND ABOUT 10
 OC0544'FEET ABOVE THE LEVEL OF THE TRACK.
 OC0544
 OC0544                          STATION RECOVERY (1976)
 OC0544
 OC0544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0544'RECOVERED IN GOOD CONDITION.
 OC0544
 OC0544                          STATION RECOVERY (2004)
 OC0544
 OC0544'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 OC0544'RECOVERED AS DESCRIBED IN GOOD CONDITION. ALTHOUGH THE DESCRIPTION IS
 OC0544'ADEQUATE (IF NOT COMPLICATED) THE CO-ORDINATES ARE OFF. I SHOW THEM TO
 OC0544'BE
 OC0544'43 DEGREES 48.562 N
 OC0544'070 DEGREES 41.579 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1474 ***********************************************************************
 PE1474  DESIGNATION -  N 128
 PE1474  PID         -  PE1474
 PE1474  STATE/COUNTY-  ME/KENNEBEC
 PE1474  USGS QUAD   -  CLINTON (1988)
 PE1474
 PE1474                         *CURRENT SURVEY CONTROL
 PE1474  ___________________________________________________________________
 PE1474* NAD 83(1986)-  44 38 18.     (N)    069 30 26.     (W)     SCALED    
 PE1474* NAVD 88     -        39.544  (meters)     129.74   (feet)  ADJUSTED  
 PE1474  ___________________________________________________________________
 PE1474  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 PE1474  DYNAMIC HT  -          39.542 (meters)     129.73  (feet)  COMP
 PE1474  MODELED GRAV-     980,569.7   (mgal)                       NAVD 88
 PE1474
 PE1474  VERT ORDER  -  FIRST     CLASS I
 PE1474
 PE1474.The horizontal coordinates were scaled from a topographic map and have
 PE1474.an estimated accuracy of +/- 6 seconds.
 PE1474
 PE1474.The orthometric height was determined by differential leveling
 PE1474.and adjusted by the National Geodetic Survey in June 1991..
 PE1474
 PE1474.The geoid height was determined by GEOID03.
 PE1474
 PE1474.The dynamic height is computed by dividing the NAVD 88
 PE1474.geopotential number by the normal gravity value computed on the
 PE1474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1474.degrees latitude (g = 980.6199 gals.).
 PE1474
 PE1474.The modeled gravity was interpolated from observed gravity values.
 PE1474
 PE1474;                    North         East    Units  Estimated Accuracy
 PE1474;SPC ME W     -   200,750.      952,320.      MT  (+/- 180 meters Scaled)
 PE1474
 PE1474                          SUPERSEDED SURVEY CONTROL
 PE1474
 PE1474  NGVD 29 (??/??/92)   39.745  (m)          130.40   (f) ADJ UNCH    1 1
 PE1474
 PE1474.Superseded values are not recommended for survey control.
 PE1474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1474.See file dsdata.txt to determine how the superseded data were derived.
 PE1474
 PE1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK597429(NAD 83)
 PE1474_MARKER: DB = BENCH MARK DISK
 PE1474_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE1474_SP_SET: ABUTMENT
 PE1474_STAMPING: N 128 1958
 PE1474_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE1474
 PE1474  HISTORY     - Date     Condition        Report By
 PE1474  HISTORY     - 1958     MONUMENTED       CGS
 PE1474  HISTORY     - 1966     GOOD             NGS
 PE1474  HISTORY     - 1978     MARK NOT FOUND   DOD
 PE1474
 PE1474                          STATION DESCRIPTION
 PE1474
 PE1474'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE1474'0.1 MI W FROM CLINTON.
 PE1474'ABOUT 0.1 MILES WEST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE1474'STATION AT CLINTON, SET IN THE TOP OF THE SOUTH END OF THE EAST
 PE1474'STONE ABUTMENT OF A 54-FOOT RAILROAD BRIDGE, 6 FEET SOUTH OF THE
 PE1474'SOUTH RAIL OF THE SOUTH TRACK, 264 FEET WEST OF MILE POST P 90
 PE1474'AND V 161, 5 FEET SOUTH OF THE STEEL GIRDER, ABOUT 6 FEET BELOW
 PE1474'THE LEVEL OF THE TRACK.
 PE1474
 PE1474                          STATION RECOVERY (1966)
 PE1474
 PE1474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 PE1474'RECOVERED IN GOOD CONDITION.
 PE1474
 PE1474                          STATION RECOVERY (1978)
 PE1474
 PE1474'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE1474'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2628 ***********************************************************************
 PE2628  DESIGNATION -  N 129 RESET
 PE2628  PID         -  PE2628
 PE2628  STATE/COUNTY-  ME/WALDO
 PE2628  USGS QUAD   -  BURNHAM (1982)
 PE2628
 PE2628                         *CURRENT SURVEY CONTROL
 PE2628  ___________________________________________________________________
 PE2628* NAD 83(1986)-  44 40 38.     (N)    069 26 40.     (W)     SCALED    
 PE2628* NAVD 88     -        42.18   (meters)     138.4    (feet)  RESET     
 PE2628  ___________________________________________________________________
 PE2628  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 PE2628
 PE2628  VERT ORDER  -  THIRD
 PE2628
 PE2628.The horizontal coordinates were scaled from a topographic map and have
 PE2628.an estimated accuracy of +/- 6 seconds.
 PE2628
 PE2628.The orthometric height was computed from unverified reset data.
 PE2628.No vertical observational check was made to the station.
 PE2628
 PE2628.The geoid height was determined by GEOID03.
 PE2628
 PE2628;                    North         East    Units  Estimated Accuracy
 PE2628;SPC ME E     -   112,710.      225,120.      MT  (+/- 180 meters Scaled)
 PE2628
 PE2628                          SUPERSEDED SURVEY CONTROL
 PE2628
 PE2628  NGVD 29 (01/19/06)   42.38   (m)          139.0    (f) RESET       3  
 PE2628
 PE2628.Superseded values are not recommended for survey control.
 PE2628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2628.See file dsdata.txt to determine how the superseded data were derived.
 PE2628
 PE2628_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK647471(NAD 83)
 PE2628_MARKER: DV = VERTICAL CONTROL DISK
 PE2628_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PE2628_SP_SET: WINGWALL
 PE2628_STAMPING: N 129 RESET 1991
 PE2628_MARK LOGO: NGS   
 PE2628_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE2628+STABILITY: SURFACE MOTION
 PE2628
 PE2628  HISTORY     - Date     Condition        Report By
 PE2628  HISTORY     - 1991     MONUMENTED       MEDT
 PE2628
 PE2628                          STATION DESCRIPTION
 PE2628
 PE2628'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1991
 PE2628'IN BURNHAM, 1.45 MILES (2.33 KM) SOUTHWESTERLY ALONG STATE ROUTE 11
 PE2628'AND 100 FROM THE FOUR CORNERS IN BURNHAM, IN TOP OF SOUTHWEST CORNER
 PE2628'OF WINGWALL, 13.2 FEET (4.0 M) SOUTH SOUTHEAST OF CENTERLINE OF ROUTE
 PE2628'100+11.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0109 ***********************************************************************
 PE0109  DESIGNATION -  N 13
 PE0109  PID         -  PE0109
 PE0109  STATE/COUNTY-  ME/WASHINGTON
 PE0109  USGS QUAD   -  TUNK MOUNTAIN (1982)
 PE0109
 PE0109                         *CURRENT SURVEY CONTROL
 PE0109  ___________________________________________________________________
 PE0109* NAD 83(1986)-  44 44 33.     (N)    068 01 00.     (W)     SCALED    
 PE0109* NAVD 88     -        62.057  (meters)     203.60   (feet)  ADJUSTED  
 PE0109  ___________________________________________________________________
 PE0109  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 PE0109  DYNAMIC HT  -          62.052 (meters)     203.58  (feet)  COMP
 PE0109  MODELED GRAV-     980,545.2   (mgal)                       NAVD 88
 PE0109
 PE0109  VERT ORDER  -  SECOND    CLASS 0
 PE0109
 PE0109.The horizontal coordinates were scaled from a topographic map and have
 PE0109.an estimated accuracy of +/- 6 seconds.
 PE0109
 PE0109.The orthometric height was determined by differential leveling
 PE0109.and adjusted by the National Geodetic Survey in June 1991..
 PE0109
 PE0109.The geoid height was determined by GEOID03.
 PE0109
 PE0109.The dynamic height is computed by dividing the NAVD 88
 PE0109.geopotential number by the normal gravity value computed on the
 PE0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0109.degrees latitude (g = 980.6199 gals.).
 PE0109
 PE0109.The modeled gravity was interpolated from observed gravity values.
 PE0109
 PE0109;                    North         East    Units  Estimated Accuracy
 PE0109;SPC ME E     -   119,640.      338,280.      MT  (+/- 180 meters Scaled)
 PE0109
 PE0109                          SUPERSEDED SURVEY CONTROL
 PE0109
 PE0109  NGVD 29 (??/??/92)   62.236  (m)          204.19   (f) ADJ UNCH    2 0
 PE0109
 PE0109.Superseded values are not recommended for survey control.
 PE0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0109.See file dsdata.txt to determine how the superseded data were derived.
 PE0109
 PE0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK778548(NAD 83)
 PE0109_MARKER: DD = SURVEY DISK
 PE0109_SETTING: 80 = SET IN A BOULDER
 PE0109_SP_SET: BOULDER
 PE0109_STAMPING: N 13 1928 ME
 PE0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0109+STABILITY: SURFACE MOTION
 PE0109
 PE0109  HISTORY     - Date     Condition        Report By
 PE0109  HISTORY     - 1928     MONUMENTED       USGS
 PE0109  HISTORY     - 1942     GOOD             NGS
 PE0109
 PE0109                          STATION DESCRIPTION
 PE0109
 PE0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PE0109'AT DEBLOIS.
 PE0109'AT DEBLOIS, WASHINGTON COUNTY, ON STATE HIGHWAY 193, AT THE
 PE0109'PUBLIC SCHOOL, 57 FEET WEST ACROSS THE HIGHWAY FROM THE
 PE0109'SCHOOLHOUSE, 30 FEET SOUTH OF A SMALL CULVERT, 21 FEET WEST OF
 PE0109'THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF A 10-BY 12-FOOT
 PE0109'BOULDER PROJECTING 3 FEET ABOVE THE GROUND, AND ABOUT 2 FEET
 PE0109'HIGHER THAN THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY
 PE0109'STANDARD DISK, STAMPED N 13 1928 ME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0716 ***********************************************************************
 QG0716  DESIGNATION -  N 13
 QG0716  PID         -  QG0716
 QG0716  STATE/COUNTY-  ME/PISCATAQUIS
 QG0716  USGS QUAD   -  BROWNVILLE JUNCTION (1988)
 QG0716
 QG0716                         *CURRENT SURVEY CONTROL
 QG0716  ___________________________________________________________________
 QG0716* NAD 83(1986)-  45 19 48.     (N)    069 03 15.     (W)     SCALED    
 QG0716* NAVD 88     -       114.024  (meters)     374.09   (feet)  POSTED    
 QG0716  ___________________________________________________________________
 QG0716  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 QG0716  DYNAMIC HT  -         114.020 (meters)     374.08  (feet)  COMP
 QG0716  MODELED GRAV-     980,597.9   (mgal)                       NAVD 88
 QG0716
 QG0716  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 QG0716
 QG0716.The horizontal coordinates were scaled from a topographic map and have
 QG0716.an estimated accuracy of +/- 6 seconds.
 QG0716
 QG0716.The orthometric height was determined by differential leveling
 QG0716.and adjusted by the National Geodetic Survey in 1992..
 QG0716.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 QG0716.rate of 2.1 thru 3.0 mm/km.
 QG0716
 QG0716.The geoid height was determined by GEOID03.
 QG0716
 QG0716.The dynamic height is computed by dividing the NAVD 88
 QG0716.geopotential number by the normal gravity value computed on the
 QG0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0716.degrees latitude (g = 980.6199 gals.).
 QG0716
 QG0716.The modeled gravity was interpolated from observed gravity values.
 QG0716
 QG0716;                    North         East    Units  Estimated Accuracy
 QG0716;SPC ME E     -   184,960.      256,560.      MT  (+/- 180 meters Scaled)
 QG0716
 QG0716                          SUPERSEDED SURVEY CONTROL
 QG0716
 QG0716  NGVD 29 (??/??/92)  114.199  (m)          374.67   (f) ADJ UNCH    1 2
 QG0716
 QG0716.Superseded values are not recommended for survey control.
 QG0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0716.See file dsdata.txt to determine how the superseded data were derived.
 QG0716
 QG0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL957196(NAD 83)
 QG0716_MARKER: DB = BENCH MARK DISK
 QG0716_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QG0716_SP_SET: BRIDGE
 QG0716_STAMPING: 374.668 N 13 1927
 QG0716_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG0716
 QG0716  HISTORY     - Date     Condition        Report By
 QG0716  HISTORY     - 1927     MONUMENTED       CGS
 QG0716  HISTORY     - 1953     GOOD             NGS
 QG0716
 QG0716                          STATION DESCRIPTION
 QG0716
 QG0716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 QG0716'1.4 MI SE FROM BROWNVILLE JUNCTION.
 QG0716'1.45 MILES SOUTHEAST ALONG A SPUR TRACK OF BANGOR AND AROOSTOOK
 QG0716'RAILROAD LEADING TO BROWNVILLE FROM THE JUNCTION OF THE CANADIAN
 QG0716'PACIFIC RAILWAY AT BROWNVILLE JUNCTION, ABOUT 0.45 MILE
 QG0716'NORTHWEST OF MILE POST K 2, IN THE TOP OF THE NORTH END OF EAST
 QG0716'CONCRETE HEAD WALL OF A 14-FOOT CONCRETE AND STONE BRIDGE OVER
 QG0716'A CREEK, 17 FEET EAST OF EAST RAIL AND ABOUT 4 FEET BELOW LEVEL
 QG0716'OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0086 ***********************************************************************
 QF0086  DESIGNATION -  N 13 USGS
 QF0086  PID         -  QF0086
 QF0086  STATE/COUNTY-  ME/WASHINGTON
 QF0086  USGS QUAD   -  DEVILS HEAD (1977)
 QF0086
 QF0086                         *CURRENT SURVEY CONTROL
 QF0086  ___________________________________________________________________
 QF0086* NAD 83(1986)-  45 09 42.     (N)    067 13 56.     (W)     SCALED    
 QF0086* NAVD 88     -        23.453  (meters)      76.95   (feet)  ADJUSTED  
 QF0086  ___________________________________________________________________
 QF0086  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 QF0086  DYNAMIC HT  -          23.453 (meters)      76.95  (feet)  COMP
 QF0086  MODELED GRAV-     980,623.2   (mgal)                       NAVD 88
 QF0086
 QF0086  VERT ORDER  -  SECOND    CLASS 0
 QF0086
 QF0086.The horizontal coordinates were scaled from a topographic map and have
 QF0086.an estimated accuracy of +/- 6 seconds.
 QF0086
 QF0086.The orthometric height was determined by differential leveling
 QF0086.and adjusted by the National Geodetic Survey in June 1991..
 QF0086
 QF0086.The geoid height was determined by GEOID03.
 QF0086
 QF0086.The dynamic height is computed by dividing the NAVD 88
 QF0086.geopotential number by the normal gravity value computed on the
 QF0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0086.degrees latitude (g = 980.6199 gals.).
 QF0086
 QF0086.The modeled gravity was interpolated from observed gravity values.
 QF0086
 QF0086;                    North         East    Units  Estimated Accuracy
 QF0086;SPC ME E     -   166,890.      399,670.      MT  (+/- 180 meters Scaled)
 QF0086
 QF0086                          SUPERSEDED SURVEY CONTROL
 QF0086
 QF0086  NGVD 29 (??/??/92)   23.654  (m)           77.60   (f) ADJ UNCH    2 0
 QF0086
 QF0086.Superseded values are not recommended for survey control.
 QF0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0086.See file dsdata.txt to determine how the superseded data were derived.
 QF0086
 QF0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL389024(NAD 83)
 QF0086_MARKER: DD = SURVEY DISK
 QF0086_SETTING: 66 = SET IN ROCK OUTCROP
 QF0086_SP_SET: ROCK OUTCROP
 QF0086_STAMPING: N 13 1929
 QF0086_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0086+STABILITY: POSITION/ELEVATION WELL
 QF0086
 QF0086  HISTORY     - Date     Condition        Report By
 QF0086  HISTORY     - 1929     MONUMENTED       USGS
 QF0086  HISTORY     - 1935     GOOD             NGS
 QF0086  HISTORY     - 1946     GOOD             NGS
 QF0086  HISTORY     - 1978     MARK NOT FOUND   NGS
 QF0086
 QF0086                          STATION DESCRIPTION
 QF0086
 QF0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QF0086'3 MI SE FROM CALAIS.
 QF0086'3.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 QF0086'CALAIS, WASHINGTON COUNTY, AT THE FOOT OF A HILL, 26.6 FEET
 QF0086'NORTHEAST OF THE NORTHEAST END OF A HOUSE, 31 FEET SOUTHWEST OF
 QF0086'THE CENTER LINE OF THE HIGHWAY, AT A PRIVATE YARD, IN THE TOP
 QF0086'OF A ROCK OUTCROP, AND ABOUT 4 INCHES ABOVE GROUND.  A UNITED
 QF0086'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED N 13 1929.
 QF0086
 QF0086                          STATION RECOVERY (1946)
 QF0086
 QF0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 QF0086'RECOVERED IN GOOD CONDITION.
 QF0086
 QF0086                          STATION RECOVERY (1978)
 QF0086
 QF0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QF0086'MARK SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0758 ***********************************************************************
 PE0758  DESIGNATION -  N 130
 PE0758  PID         -  PE0758
 PE0758  STATE/COUNTY-  ME/PENOBSCOT
 PE0758  USGS QUAD   -  PLYMOUTH (1982)
 PE0758
 PE0758                         *CURRENT SURVEY CONTROL
 PE0758  ___________________________________________________________________
 PE0758* NAD 83(1986)-  44 46 37.     (N)    069 10 40.     (W)     SCALED    
 PE0758* NAVD 88     -       105.582  (meters)     346.40   (feet)  ADJUSTED  
 PE0758  ___________________________________________________________________
 PE0758  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 PE0758  DYNAMIC HT  -         105.576 (meters)     346.38  (feet)  COMP
 PE0758  MODELED GRAV-     980,559.0   (mgal)                       NAVD 88
 PE0758
 PE0758  VERT ORDER  -  SECOND    CLASS 0
 PE0758
 PE0758.The horizontal coordinates were scaled from a topographic map and have
 PE0758.an estimated accuracy of +/- 6 seconds.
 PE0758
 PE0758.The orthometric height was determined by differential leveling
 PE0758.and adjusted by the National Geodetic Survey in June 1991..
 PE0758
 PE0758.The geoid height was determined by GEOID03.
 PE0758
 PE0758.The dynamic height is computed by dividing the NAVD 88
 PE0758.geopotential number by the normal gravity value computed on the
 PE0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0758.degrees latitude (g = 980.6199 gals.).
 PE0758
 PE0758.The modeled gravity was interpolated from observed gravity values.
 PE0758
 PE0758;                    North         East    Units  Estimated Accuracy
 PE0758;SPC ME E     -   123,580.      246,360.      MT  (+/- 180 meters Scaled)
 PE0758
 PE0758                          SUPERSEDED SURVEY CONTROL
 PE0758
 PE0758  NGVD 29 (??/??/92)  105.799  (m)          347.11   (f) ADJ UNCH    2 0
 PE0758
 PE0758.Superseded values are not recommended for survey control.
 PE0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0758.See file dsdata.txt to determine how the superseded data were derived.
 PE0758
 PE0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK859581(NAD 83)
 PE0758_MARKER: DB = BENCH MARK DISK
 PE0758_SETTING: 66 = SET IN ROCK OUTCROP
 PE0758_SP_SET: ROCK OUTCROP
 PE0758_STAMPING: N 130 1958
 PE0758_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0758+STABILITY: POSITION/ELEVATION WELL
 PE0758
 PE0758  HISTORY     - Date     Condition        Report By
 PE0758  HISTORY     - 1958     MONUMENTED       CGS
 PE0758  HISTORY     - 1980     MARK NOT FOUND   USGS
 PE0758  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 PE0758
 PE0758                          STATION DESCRIPTION
 PE0758
 PE0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0758'1.8 MI E FROM PLYMOUTH.
 PE0758'1.8 MILES EAST ALONG THE BLACKTOP ROAD TO CARMEL FROM THE
 PE0758'PLYMOUTH GRANGE HALL AT PLYMOUTH, ABOUT 0.1 MILE WEST OF JUNCTION
 PE0758'OF ROAD NORTH, 3 POLES WEST OF PLYMOUTH TOWN LINE MARKER, SET IN
 PE0758'THE TOP OF THE CENTER OF A 27-FOOT BY 27-FOOT ROCK OUTCROP, 30
 PE0758'FEET NORTH OF THE CENTER LINE OF THE ROAD, 53 FEET NORTH OF POWER
 PE0758'POLE 33, ABOUT 69 YARDS EAST OF A CORRUGATED PIPE CULVERT, ABOUT
 PE0758'1 FOOT ABOVE THE LEVEL OF THE ROAD.
 PE0758
 PE0758                          STATION RECOVERY (1980)
 PE0758
 PE0758'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 PE0758'MARK NOT FOUND.
 PE0758
 PE0758                          STATION RECOVERY (1984)
 PE0758
 PE0758'RECOVERY NOTE BY US POWER SQUADRON 1984
 PE0758'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0642 ***********************************************************************
 PE0642  DESIGNATION -  N 131
 PE0642  PID         -  PE0642
 PE0642  STATE/COUNTY-  ME/PENOBSCOT
 PE0642  USGS QUAD   -  HERMON (1978)
 PE0642
 PE0642                         *CURRENT SURVEY CONTROL
 PE0642  ___________________________________________________________________
 PE0642* NAD 83(1986)-  44 45 55.     (N)    068 55 15.     (W)     SCALED    
 PE0642* NAVD 88     -        39.894  (meters)     130.89   (feet)  ADJUSTED  
 PE0642  ___________________________________________________________________
 PE0642  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 PE0642  DYNAMIC HT  -          39.892 (meters)     130.88  (feet)  COMP
 PE0642  MODELED GRAV-     980,573.6   (mgal)                       NAVD 88
 PE0642
 PE0642  VERT ORDER  -  SECOND    CLASS 0
 PE0642
 PE0642.The horizontal coordinates were scaled from a topographic map and have
 PE0642.an estimated accuracy of +/- 6 seconds.
 PE0642
 PE0642.The orthometric height was determined by differential leveling
 PE0642.and adjusted by the National Geodetic Survey in June 1991..
 PE0642
 PE0642.The geoid height was determined by GEOID03.
 PE0642
 PE0642.The dynamic height is computed by dividing the NAVD 88
 PE0642.geopotential number by the normal gravity value computed on the
 PE0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0642.degrees latitude (g = 980.6199 gals.).
 PE0642
 PE0642.The modeled gravity was interpolated from observed gravity values.
 PE0642
 PE0642;                    North         East    Units  Estimated Accuracy
 PE0642;SPC ME E     -   122,150.      266,690.      MT  (+/- 180 meters Scaled)
 PE0642
 PE0642                          SUPERSEDED SURVEY CONTROL
 PE0642
 PE0642  NGVD 29 (??/??/92)   40.106  (m)          131.58   (f) ADJ UNCH    2 0
 PE0642
 PE0642.Superseded values are not recommended for survey control.
 PE0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0642.See file dsdata.txt to determine how the superseded data were derived.
 PE0642
 PE0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK062568(NAD 83)
 PE0642_MARKER: DB = BENCH MARK DISK
 PE0642_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE0642_SP_SET: BRIDGE
 PE0642_STAMPING: N 131 1958
 PE0642_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0642
 PE0642  HISTORY     - Date     Condition        Report By
 PE0642  HISTORY     - 1958     MONUMENTED       CGS
 PE0642
 PE0642                          STATION DESCRIPTION
 PE0642
 PE0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0642'4.3 MI SW FROM NORTHERN MAINE JUNCTION.
 PE0642'1.8 MILES WEST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE0642'STATION AT NORTHERN MAINE JUNCTION, THENCE 2.5 MILES SOUTHWEST
 PE0642'ALONG A BLACKTOP AND GRAVEL ROAD, SET IN THE TOP OF THE NORTH
 PE0642'END OF THE WEST ABUTMENT OF A 65-FOOT CONCRETE BRIDGE, 13 FEET
 PE0642'NORTH OF THE CENTER LINE OF THE ROAD, ABOUT 1/2 FOOT ABOVE THE
 PE0642'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0620 ***********************************************************************
 PE0620  DESIGNATION -  N 132
 PE0620  PID         -  PE0620
 PE0620  STATE/COUNTY-  ME/PENOBSCOT
 PE0620  USGS QUAD   -  HERMON (1978)
 PE0620
 PE0620                         *CURRENT SURVEY CONTROL
 PE0620  ___________________________________________________________________
 PE0620* NAD 83(1986)-  44 45 35.     (N)    068 53 05.     (W)     SCALED    
 PE0620* NAVD 88     -        37.412  (meters)     122.74   (feet)  ADJUSTED  
 PE0620  ___________________________________________________________________
 PE0620  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 PE0620  DYNAMIC HT  -          37.410 (meters)     122.74  (feet)  COMP
 PE0620  MODELED GRAV-     980,572.2   (mgal)                       NAVD 88
 PE0620
 PE0620  VERT ORDER  -  SECOND    CLASS 0
 PE0620
 PE0620.The horizontal coordinates were scaled from a topographic map and have
 PE0620.an estimated accuracy of +/- 6 seconds.
 PE0620
 PE0620.The orthometric height was determined by differential leveling
 PE0620.and adjusted by the National Geodetic Survey in June 1991..
 PE0620
 PE0620.The geoid height was determined by GEOID03.
 PE0620
 PE0620.The dynamic height is computed by dividing the NAVD 88
 PE0620.geopotential number by the normal gravity value computed on the
 PE0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0620.degrees latitude (g = 980.6199 gals.).
 PE0620
 PE0620.The modeled gravity was interpolated from observed gravity values.
 PE0620
 PE0620;                    North         East    Units  Estimated Accuracy
 PE0620;SPC ME E     -   121,520.      269,540.      MT  (+/- 180 meters Scaled)
 PE0620
 PE0620                          SUPERSEDED SURVEY CONTROL
 PE0620
 PE0620  NGVD 29 (??/??/92)   37.621  (m)          123.43   (f) ADJ UNCH    2 0
 PE0620
 PE0620.Superseded values are not recommended for survey control.
 PE0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0620.See file dsdata.txt to determine how the superseded data were derived.
 PE0620
 PE0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK091562(NAD 83)
 PE0620_MARKER: DB = BENCH MARK DISK
 PE0620_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE0620_SP_SET: BRIDGE
 PE0620_STAMPING: N 132 1958
 PE0620_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0620
 PE0620  HISTORY     - Date     Condition        Report By
 PE0620  HISTORY     - 1958     MONUMENTED       CGS
 PE0620  HISTORY     - 1985     GOOD             USPSQD
 PE0620  HISTORY     - 1985     GOOD             USPSQD
 PE0620
 PE0620                          STATION DESCRIPTION
 PE0620
 PE0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0620'4.5 MI W FROM HAMPDEN.
 PE0620'2.4 MILES NORTHWEST ALONG BLACKTOP ROAD TO HERMON CENTER FROM
 PE0620'THE WATER WORKS AT HAMPDEN, THENCE 1.7 MILES SOUTH ALONG BLACKTOP
 PE0620'ROAD, THENCE 0.4 MILE NORTHWEST ALONG GRAVEL ROAD, SET IN THE
 PE0620'TOP OF THE WEST END OF THE NORTH CONCRETE ABUTMENT OF A 65-FOOT
 PE0620'BRIDGE, 10 FEET WEST OF THE CENTER LINE OF THE ROAD, 1/2 FOOT
 PE0620'EAST OF THE WEST END OF THE ABUTMENT, ABOUT 1/2 FOOT BELOW THE
 PE0620'LEVEL OF THE ROAD.
 PE0620
 PE0620                          STATION RECOVERY (1985)
 PE0620
 PE0620'RECOVERY NOTE BY US POWER SQUADRON 1985
 PE0620'THIS BRIDGE OVER SOUDABSCOOK STREAM IS ON THE MANNING MILL ROAD.
 PE0620
 PE0620                          STATION RECOVERY (1985)
 PE0620
 PE0620'RECOVERY NOTE BY US POWER SQUADRON 1985
 PE0620'THIS BRIDGE OVER SOUDABSCOOK STREAM IS ON THE MANNING MILL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0413 ***********************************************************************
 QG0413  DESIGNATION -  N 133
 QG0413  PID         -  QG0413
 QG0413  STATE/COUNTY-  ME/PENOBSCOT
 QG0413  USGS QUAD   -  GREENBUSH (1988)
 QG0413
 QG0413                         *CURRENT SURVEY CONTROL
 QG0413  ___________________________________________________________________
 QG0413* NAD 83(1986)-  45 02 40.     (N)    068 40 22.     (W)     SCALED    
 QG0413* NAVD 88     -        38.103  (meters)     125.01   (feet)  ADJUSTED  
 QG0413  ___________________________________________________________________
 QG0413  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 QG0413  DYNAMIC HT  -          38.103 (meters)     125.01  (feet)  COMP
 QG0413  MODELED GRAV-     980,607.7   (mgal)                       NAVD 88
 QG0413
 QG0413  VERT ORDER  -  SECOND    CLASS 0
 QG0413
 QG0413.The horizontal coordinates were scaled from a topographic map and have
 QG0413.an estimated accuracy of +/- 6 seconds.
 QG0413
 QG0413.The orthometric height was determined by differential leveling
 QG0413.and adjusted by the National Geodetic Survey in June 1991..
 QG0413
 QG0413.The geoid height was determined by GEOID03.
 QG0413
 QG0413.The dynamic height is computed by dividing the NAVD 88
 QG0413.geopotential number by the normal gravity value computed on the
 QG0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0413.degrees latitude (g = 980.6199 gals.).
 QG0413
 QG0413.The modeled gravity was interpolated from observed gravity values.
 QG0413
 QG0413;                    North         East    Units  Estimated Accuracy
 QG0413;SPC ME E     -   153,100.      286,390.      MT  (+/- 180 meters Scaled)
 QG0413
 QG0413                          SUPERSEDED SURVEY CONTROL
 QG0413
 QG0413  NGVD 29 (??/??/92)   38.310  (m)          125.69   (f) ADJ UNCH    2 0
 QG0413
 QG0413.Superseded values are not recommended for survey control.
 QG0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0413.See file dsdata.txt to determine how the superseded data were derived.
 QG0413
 QG0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK257879(NAD 83)
 QG0413_MARKER: DB = BENCH MARK DISK
 QG0413_SETTING: 80 = SET IN A BOULDER
 QG0413_SP_SET: BOULDER
 QG0413_STAMPING: N 133 1958
 QG0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0413+STABILITY: SURFACE MOTION
 QG0413
 QG0413  HISTORY     - Date     Condition        Report By
 QG0413  HISTORY     - 1958     MONUMENTED       CGS
 QG0413
 QG0413                          STATION DESCRIPTION
 QG0413
 QG0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 QG0413'11.6 MI N FROM OLD TOWN.
 QG0413'2.95 MILES NORTHWEST ALONG STATE HIGHWAY 43 FROM ITS JUNCTION
 QG0413'WITH U.S. HIGHWAY 2 AT OLD TOWN, THENCE 2.25 MILES NORTH ALONG
 QG0413'STATE HIGHWAY 16, THENCE 6.45 MILES NORTH ALONG STATE HIGHWAY
 QG0413'116, SET IN THE TOP OF A 5-FOOT BY 3-FOOT EXPOSED PORTION
 QG0413'OF A BOULDER 2 FEET HIGH, 37 FEET EAST OF THE CENTER LINE OF
 QG0413'THE HIGHWAY, 80 FEET NORTH-NORTHEAST OF TELEPHONE POLE 263,
 QG0413'166 FEET NORTHEAST OF THE CENTER LINE OF JUNCTION OF DRIVE
 QG0413'WEST TO A HOUSE, 216 FEET SOUTHEAST OF THE CENTER LINE OF
 QG0413'JUNCTION OF DRIVE WEST OT A FLAT TOP HOUSE, 1 1/2 FEET NORTH
 QG0413'OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 QG0413'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0500 ***********************************************************************
 QG0500  DESIGNATION -  N 136 RESET 1966
 QG0500  PID         -  QG0500
 QG0500  STATE/COUNTY-  ME/PENOBSCOT
 QG0500  USGS QUAD   -  LINCOLN WEST (1988)
 QG0500
 QG0500                         *CURRENT SURVEY CONTROL
 QG0500  ___________________________________________________________________
 QG0500* NAD 83(1986)-  45 22 26.     (N)    068 35 32.     (W)     SCALED    
 QG0500* NAVD 88     -        60.11   (meters)     197.2    (feet)  RESET     
 QG0500  ___________________________________________________________________
 QG0500  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 QG0500
 QG0500  VERT ORDER  -  THIRD
 QG0500
 QG0500.The horizontal coordinates were scaled from a topographic map and have
 QG0500.an estimated accuracy of +/- 6 seconds.
 QG0500
 QG0500.The orthometric height was computed from unverified reset data.
 QG0500
 QG0500.The geoid height was determined by GEOID03.
 QG0500
 QG0500;                    North         East    Units  Estimated Accuracy
 QG0500;SPC ME E     -   189,700.      292,780.      MT  (+/- 180 meters Scaled)
 QG0500
 QG0500                          SUPERSEDED SURVEY CONTROL
 QG0500
 QG0500  NGVD 29 (??/??/??)   60.29   (m)          197.8    (f) RESET       3  
 QG0500
 QG0500.Superseded values are not recommended for survey control.
 QG0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0500.See file dsdata.txt to determine how the superseded data were derived.
 QG0500
 QG0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL319245(NAD 83)
 QG0500_MARKER: DB = BENCH MARK DISK
 QG0500_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QG0500_SP_SET: CULVERT
 QG0500_STAMPING: N 136 RESET 1966
 QG0500_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG0500
 QG0500  HISTORY     - Date     Condition        Report By
 QG0500  HISTORY     - 1966     MONUMENTED       MEHD
 QG0500
 QG0500                          STATION DESCRIPTION
 QG0500
 QG0500'DESCRIBED BY MAINE HIGHWAY DEPARTMENT (NOW MEDT) 1966
 QG0500'13.8 MI NE FROM HOWLAND.
 QG0500'12.1 MILES NORTHEAST ALONG STATE HIGHWAY 116 FROM THE NORTH END OF
 QG0500'THE HIGHWAY BRIDGE OVER THE PISCATAQUIS RIVER AT HOWLAND, THENCE
 QG0500'1.7 MILES NORTHWEST ALONG THE LINCOLN ACCESS ROAD TO MARSH CREEK,
 QG0500'35 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD AND SET IN THE
 QG0500'SOUTHWEST CORNER OF HEADWALL OF A BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0577 ***********************************************************************
 QG0577  DESIGNATION -  N 137
 QG0577  PID         -  QG0577
 QG0577  STATE/COUNTY-  ME/PENOBSCOT
 QG0577  USGS QUAD   -  EAST MILLINOCKET (1988)
 QG0577
 QG0577                         *CURRENT SURVEY CONTROL
 QG0577  ___________________________________________________________________
 QG0577* NAD 83(1986)-  45 37 51.     (N)    068 31 45.     (W)     SCALED    
 QG0577* NAVD 88     -       103.227  (meters)     338.67   (feet)  ADJUSTED  
 QG0577  ___________________________________________________________________
 QG0577  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 QG0577  DYNAMIC HT  -         103.228 (meters)     338.67  (feet)  COMP
 QG0577  MODELED GRAV-     980,631.2   (mgal)                       NAVD 88
 QG0577
 QG0577  VERT ORDER  -  SECOND    CLASS 0
 QG0577
 QG0577.The horizontal coordinates were scaled from a topographic map and have
 QG0577.an estimated accuracy of +/- 6 seconds.
 QG0577
 QG0577.The orthometric height was determined by differential leveling
 QG0577.and adjusted by the National Geodetic Survey in June 1991..
 QG0577
 QG0577.The geoid height was determined by GEOID03.
 QG0577
 QG0577.The dynamic height is computed by dividing the NAVD 88
 QG0577.geopotential number by the normal gravity value computed on the
 QG0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0577.degrees latitude (g = 980.6199 gals.).
 QG0577
 QG0577.The modeled gravity was interpolated from observed gravity values.
 QG0577
 QG0577;                    North         East    Units  Estimated Accuracy
 QG0577;SPC ME E     -   218,250.      297,730.      MT  (+/- 180 meters Scaled)
 QG0577
 QG0577                          SUPERSEDED SURVEY CONTROL
 QG0577
 QG0577  NGVD 29 (??/??/92)  103.426  (m)          339.32   (f) ADJ UNCH    2 0
 QG0577
 QG0577.Superseded values are not recommended for survey control.
 QG0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0577.See file dsdata.txt to determine how the superseded data were derived.
 QG0577
 QG0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL366531(NAD 83)
 QG0577_MARKER: DB = BENCH MARK DISK
 QG0577_SETTING: 80 = SET IN A BOULDER
 QG0577_SP_SET: BOULDER
 QG0577_STAMPING: N 137 1959
 QG0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0577+STABILITY: SURFACE MOTION
 QG0577
 QG0577  HISTORY     - Date     Condition        Report By
 QG0577  HISTORY     - 1959     MONUMENTED       CGS
 QG0577
 QG0577                          STATION DESCRIPTION
 QG0577
 QG0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QG0577'1.4 MI N FROM MEDWAY.
 QG0577'0.9 MILE NORTH ALONG STATE HIGHWAY 11 FROM ITS JUNCTION WITH
 QG0577'STATE HIGHWAY 157 AT MEDWAY, THENCE 0.45 MILE EAST ALONG A
 QG0577'DIM WOODS ROAD, SET ON TOP OF A 6-BY-4-FOOT BLACK BOULDER
 QG0577'PROJECTING 2 1/2 FEET ABOVE THE GROUND, 13 FEET NORTH OF THE
 QG0577'CENTER LINE OF THE DIM WOODS ROAD, 6 FEET NORTHEAST OF A METAL
 QG0577'WITNESS POST AND ABOUT 2 FEET ABOVE THE LEVEL OF THE WOODS
 QG0577'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0121 ***********************************************************************
 QG0121  DESIGNATION -  N 138
 QG0121  PID         -  QG0121
 QG0121  STATE/COUNTY-  ME/PENOBSCOT
 QG0121  USGS QUAD   -  SALMON STREAM LAKE (1988)
 QG0121
 QG0121                         *CURRENT SURVEY CONTROL
 QG0121  ___________________________________________________________________
 QG0121* NAD 83(1986)-  45 44 07.     (N)    068 27 36.     (W)     SCALED    
 QG0121* NAVD 88     -       178.845  (meters)     586.76   (feet)  ADJUSTED  
 QG0121  ___________________________________________________________________
 QG0121  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 QG0121  DYNAMIC HT  -         178.849 (meters)     586.77  (feet)  COMP
 QG0121  MODELED GRAV-     980,636.5   (mgal)                       NAVD 88
 QG0121
 QG0121  VERT ORDER  -  SECOND    CLASS 0
 QG0121
 QG0121.The horizontal coordinates were scaled from a topographic map and have
 QG0121.an estimated accuracy of +/- 6 seconds.
 QG0121
 QG0121.The orthometric height was determined by differential leveling
 QG0121.and adjusted by the National Geodetic Survey in June 1991..
 QG0121
 QG0121.The geoid height was determined by GEOID03.
 QG0121
 QG0121.The dynamic height is computed by dividing the NAVD 88
 QG0121.geopotential number by the normal gravity value computed on the
 QG0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0121.degrees latitude (g = 980.6199 gals.).
 QG0121
 QG0121.The modeled gravity was interpolated from observed gravity values.
 QG0121
 QG0121;                    North         East    Units  Estimated Accuracy
 QG0121;SPC ME E     -   229,850.      303,110.      MT  (+/- 180 meters Scaled)
 QG0121
 QG0121                          SUPERSEDED SURVEY CONTROL
 QG0121
 QG0121  NGVD 29 (??/??/92)  179.029  (m)          587.36   (f) ADJ UNCH    2 0
 QG0121
 QG0121.Superseded values are not recommended for survey control.
 QG0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0121.See file dsdata.txt to determine how the superseded data were derived.
 QG0121
 QG0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL420647(NAD 83)
 QG0121_MARKER: DB = BENCH MARK DISK
 QG0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0121_STAMPING: N 138 1959
 QG0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0121+STABILITY: SURFACE MOTION
 QG0121
 QG0121  HISTORY     - Date     Condition        Report By
 QG0121  HISTORY     - 1959     MONUMENTED       CGS
 QG0121  HISTORY     - 19851112 MARK NOT FOUND   USPSQD
 QG0121
 QG0121                          STATION DESCRIPTION
 QG0121
 QG0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QG0121'6.7 MI SW FROM BENEDICTA.
 QG0121'1.6 MILES SOUTH ALONG AN ASPHALT ROAD FROM THE POST OFFICE
 QG0121'AT BENEDICTA, THENCE 1.2 MILES WEST ALONG A GRAVEL ROAD, THENCE
 QG0121'1.2 MILES SOUTH ALONG A GRAVEL ROAD AND A WOODS ROAD, THENCE
 QG0121'1.5 MILES SOUTH ALONG A WOODS ROAD, THENCE 1.2 MILES WEST
 QG0121'ALONG A WOODS ROAD, ON THE TOP OF A HILL, ABOUT 0.2 MILE EAST OF
 QG0121'AN ABANDONED CABIN AT A CLEARING IN A Y JUNCTION FORMED BY
 QG0121'WOODS ROAD, 16 FEET NORTH OF THE CENTER LINE OF THE MAIN WOODS
 QG0121'ROAD, 18 FEET SOUTH OF A DIM WOODS ROAD, 19 FEET NORTHEAST
 QG0121'OF A 15-INCH POPLAR TREE WITH A METAL WITNESS POST NAILED
 QG0121'TO TREE, 1 FOOT ABOVE THE LEVEL OF THE ROAD AND SET IN THE
 QG0121'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND.
 QG0121
 QG0121                          STATION RECOVERY (1985)
 QG0121
 QG0121'RECOVERY NOTE BY US POWER SQUADRON 1985 (DVH)
 QG0121'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0130 ***********************************************************************
 RF0130  DESIGNATION -  N 139
 RF0130  PID         -  RF0130
 RF0130  STATE/COUNTY-  ME/AROOSTOOK
 RF0130  USGS QUAD   -  OAKFIELD (1986)
 RF0130
 RF0130                         *CURRENT SURVEY CONTROL
 RF0130  ___________________________________________________________________
 RF0130* NAD 83(1986)-  46 04 15.     (N)    068 11 59.     (W)     SCALED    
 RF0130* NAVD 88     -       171.818  (meters)     563.71   (feet)  ADJUSTED  
 RF0130  ___________________________________________________________________
 RF0130  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 RF0130  DYNAMIC HT  -         171.824 (meters)     563.73  (feet)  COMP
 RF0130  MODELED GRAV-     980,647.6   (mgal)                       NAVD 88
 RF0130
 RF0130  VERT ORDER  -  SECOND    CLASS 0
 RF0130
 RF0130.The horizontal coordinates were scaled from a topographic map and have
 RF0130.an estimated accuracy of +/- 6 seconds.
 RF0130
 RF0130.The orthometric height was determined by differential leveling
 RF0130.and adjusted by the National Geodetic Survey in June 1991..
 RF0130
 RF0130.The geoid height was determined by GEOID03.
 RF0130
 RF0130.The dynamic height is computed by dividing the NAVD 88
 RF0130.geopotential number by the normal gravity value computed on the
 RF0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0130.degrees latitude (g = 980.6199 gals.).
 RF0130
 RF0130.The modeled gravity was interpolated from observed gravity values.
 RF0130
 RF0130;                    North         East    Units  Estimated Accuracy
 RF0130;SPC ME E     -   267,190.      323,230.      MT  (+/- 180 meters Scaled)
 RF0130
 RF0130                          SUPERSEDED SURVEY CONTROL
 RF0130
 RF0130  NGVD 29 (??/??/92)  171.988  (m)          564.26   (f) ADJ UNCH    2 0
 RF0130
 RF0130.Superseded values are not recommended for survey control.
 RF0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0130.See file dsdata.txt to determine how the superseded data were derived.
 RF0130
 RF0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM618022(NAD 83)
 RF0130_MARKER: DB = BENCH MARK DISK
 RF0130_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RF0130_SP_SET: CULVERT
 RF0130_STAMPING: N 139 1959
 RF0130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RF0130
 RF0130  HISTORY     - Date     Condition        Report By
 RF0130  HISTORY     - 1959     MONUMENTED       CGS
 RF0130
 RF0130                          STATION DESCRIPTION
 RF0130
 RF0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RF0130'1.1 MI SW FROM DYER BROOK.
 RF0130'1.1 MILES SOUTHWEST ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 RF0130'THE U.S. HIGHWAY 2 OVERPASS AT DYER BROOK, ON TOP OF THE WEST
 RF0130'END OF THE SOUTH STONE HEADWALL OF A 6 BY 4 FEET STONE BOX TYPE
 RF0130'CULVERT UNDER TRACK, 16.1 FEET SOUTH OF THE SOUTH RAIL, 34
 RF0130'RAILS EAST OF MILE POST NO. 145, 1 FOOT EAST OF THE WEST END
 RF0130'OF THE HEADWALL, 5 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0089 ***********************************************************************
 QF0089  DESIGNATION -  N 14 USGS
 QF0089  PID         -  QF0089
 QF0089  STATE/COUNTY-  ME/WASHINGTON
 QF0089  USGS QUAD   -  DEVILS HEAD (1977)
 QF0089
 QF0089                         *CURRENT SURVEY CONTROL
 QF0089  ___________________________________________________________________
 QF0089* NAD 83(1986)-  45 09 23.     (N)    067 10 42.     (W)     SCALED    
 QF0089* NAVD 88     -        26.159  (meters)      85.82   (feet)  ADJUSTED  
 QF0089  ___________________________________________________________________
 QF0089  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 QF0089  DYNAMIC HT  -          26.159 (meters)      85.82  (feet)  COMP
 QF0089  MODELED GRAV-     980,623.3   (mgal)                       NAVD 88
 QF0089
 QF0089  VERT ORDER  -  SECOND    CLASS 0
 QF0089
 QF0089.The horizontal coordinates were scaled from a topographic map and have
 QF0089.an estimated accuracy of +/- 6 seconds.
 QF0089
 QF0089.The orthometric height was determined by differential leveling
 QF0089.and adjusted by the National Geodetic Survey in June 1991..
 QF0089
 QF0089.The geoid height was determined by GEOID03.
 QF0089
 QF0089.The dynamic height is computed by dividing the NAVD 88
 QF0089.geopotential number by the normal gravity value computed on the
 QF0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0089.degrees latitude (g = 980.6199 gals.).
 QF0089
 QF0089.The modeled gravity was interpolated from observed gravity values.
 QF0089
 QF0089;                    North         East    Units  Estimated Accuracy
 QF0089;SPC ME E     -   166,370.      403,920.      MT  (+/- 180 meters Scaled)
 QF0089
 QF0089                          SUPERSEDED SURVEY CONTROL
 QF0089
 QF0089  NGVD 29 (??/??/92)   26.351  (m)           86.45   (f) ADJ UNCH    2 0
 QF0089
 QF0089.Superseded values are not recommended for survey control.
 QF0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0089.See file dsdata.txt to determine how the superseded data were derived.
 QF0089
 QF0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL431019(NAD 83)
 QF0089_MARKER: DD = SURVEY DISK
 QF0089_SETTING: 66 = SET IN ROCK OUTCROP
 QF0089_SP_SET: ROCK LEDGE
 QF0089_STAMPING: N 14 1929
 QF0089_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0089+STABILITY: POSITION/ELEVATION WELL
 QF0089
 QF0089  HISTORY     - Date     Condition        Report By
 QF0089  HISTORY     - 1929     MONUMENTED       USGS
 QF0089  HISTORY     - 1935     GOOD             NGS
 QF0089  HISTORY     - 1946     GOOD             NGS
 QF0089  HISTORY     - 1978     MARK NOT FOUND   NGS
 QF0089
 QF0089                          STATION DESCRIPTION
 QF0089
 QF0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QF0089'3.1 MI NW FROM RED BEACH.
 QF0089'3.1 MILES NORTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 QF0089'RED BEACH, WASHINGTON COUNTY, AT THE MIDDLE OF A GRADE, ABOUT
 QF0089'60 FEET SOUTHEAST OF A GUARDRAIL, 20 FEET SOUTHWEST OF THE CENTER
 QF0089'LINE OF THE HIGHWAY, IN THE TOP OF A ROCK LEDGE ABOUT 3 FEET
 QF0089'HIGHER THAN THE HIGHWAY, AND ABOUT LEVEL WITH THE GROUND.  A
 QF0089'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED N 14 1929.
 QF0089
 QF0089                          STATION RECOVERY (1946)
 QF0089
 QF0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 QF0089'RECOVERED IN GOOD CONDITION.
 QF0089
 QF0089                          STATION RECOVERY (1978)
 QF0089
 QF0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QF0089'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0270 ***********************************************************************
 PE0270  DESIGNATION -  N 144
 PE0270  PID         -  PE0270
 PE0270  STATE/COUNTY-  ME/HANCOCK
 PE0270  USGS QUAD   -  SALSBURY COVE (1981)
 PE0270
 PE0270                         *CURRENT SURVEY CONTROL
 PE0270  ___________________________________________________________________
 PE0270* NAD 83(1986)-  44 23 54.     (N)    068 20 04.     (W)     SCALED    
 PE0270* NAVD 88     -        54.783  (meters)     179.73   (feet)  ADJUSTED  
 PE0270  ___________________________________________________________________
 PE0270  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 PE0270  DYNAMIC HT  -          54.780 (meters)     179.72  (feet)  COMP
 PE0270  MODELED GRAV-     980,564.5   (mgal)                       NAVD 88
 PE0270
 PE0270  VERT ORDER  -  SECOND    CLASS 0
 PE0270
 PE0270.The horizontal coordinates were scaled from a topographic map and have
 PE0270.an estimated accuracy of +/- 6 seconds.
 PE0270
 PE0270.The orthometric height was determined by differential leveling
 PE0270.and adjusted by the National Geodetic Survey in June 1991..
 PE0270
 PE0270.The geoid height was determined by GEOID03.
 PE0270
 PE0270.The dynamic height is computed by dividing the NAVD 88
 PE0270.geopotential number by the normal gravity value computed on the
 PE0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0270.degrees latitude (g = 980.6199 gals.).
 PE0270
 PE0270.The modeled gravity was interpolated from observed gravity values.
 PE0270
 PE0270;                    North         East    Units  Estimated Accuracy
 PE0270;SPC ME E     -    81,300.      313,190.      MT  (+/- 180 meters Scaled)
 PE0270
 PE0270                          SUPERSEDED SURVEY CONTROL
 PE0270
 PE0270  NGVD 29 (??/??/92)   54.975  (m)          180.36   (f) ADJ UNCH    2 0
 PE0270
 PE0270.Superseded values are not recommended for survey control.
 PE0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0270.See file dsdata.txt to determine how the superseded data were derived.
 PE0270
 PE0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK530163(NAD 83)
 PE0270_MARKER: DB = BENCH MARK DISK
 PE0270_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE0270_SP_SET: FLAG POLE BASE
 PE0270_STAMPING: N 144 1962
 PE0270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE0270
 PE0270  HISTORY     - Date     Condition        Report By
 PE0270  HISTORY     - 1962     MONUMENTED       CGS
 PE0270  HISTORY     - 20060103 POOR             PATRIO
 PE0270
 PE0270                          STATION DESCRIPTION
 PE0270
 PE0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PE0270'AT TOWN HILL.
 PE0270'34 FEET WEST OF THE CENTER LINE OF STATE HIGHWAYS 102 AND 198,
 PE0270'29 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE FIRE HOUSE AND
 PE0270'1 FOOT ABOVE THE LEVEL OF THE GROUND.  SET IN A DRILL HOLE IN
 PE0270'THE NORTHEAST CORNER OF THE CONCRETE BASE OF THE FLAG POLE AT
 PE0270'TOWN HILL.  NOTE-- THIS PARTY HAS TOLD THAT THE CONCRETE BASE
 PE0270'WAS SET MORE THAN 5 FEET IN THE GROUND WHICH IS BELOW THE FROST
 PE0270'LINE.
 PE0270
 PE0270                          STATION RECOVERY (2006)
 PE0270
 PE0270'RECOVERY NOTE BY PATRIOT LAND SURVEYORS 2006 (JBC)
 PE0270'DISK IS GONE FROM APPARENT DAMAGE TO FLAGPOLE CONCRETE BASE PRIOR TO
 PE0270'FIRST OBSERVATION IN SPRING OF 1998. AT THAT TIME DISK MOUNTING
 PE0270'SURFACE AND STEMHOLE STILL REMAINED AND 0.03' WAS SUBTRACTED FROM
 PE0270'DATASHEET ELEVATION. NOW ONLY DISK STEMHOLE REMAINS, HOWEVER STEMHOLE
 PE0270'TOP ELEVATION MATCHES 1998 OBSERVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0320 ***********************************************************************
 PE0320  DESIGNATION -  N 145
 PE0320  PID         -  PE0320
 PE0320  STATE/COUNTY-  ME/HANCOCK
 PE0320  USGS QUAD   -  BARTLETT ISLAND (1981)
 PE0320
 PE0320                         *CURRENT SURVEY CONTROL
 PE0320  ___________________________________________________________________
 PE0320* NAD 83(1986)-  44 20 27.     (N)    068 23 24.     (W)     SCALED    
 PE0320* NAVD 88     -        47.687  (meters)     156.45   (feet)  ADJUSTED  
 PE0320  ___________________________________________________________________
 PE0320  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 PE0320  DYNAMIC HT  -          47.684 (meters)     156.44  (feet)  COMP
 PE0320  MODELED GRAV-     980,563.3   (mgal)                       NAVD 88
 PE0320
 PE0320  VERT ORDER  -  SECOND    CLASS 0
 PE0320
 PE0320.The horizontal coordinates were scaled from a topographic map and have
 PE0320.an estimated accuracy of +/- 6 seconds.
 PE0320
 PE0320.The orthometric height was determined by differential leveling
 PE0320.and adjusted by the National Geodetic Survey in June 1991..
 PE0320
 PE0320.The geoid height was determined by GEOID03.
 PE0320
 PE0320.The dynamic height is computed by dividing the NAVD 88
 PE0320.geopotential number by the normal gravity value computed on the
 PE0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0320.degrees latitude (g = 980.6199 gals.).
 PE0320
 PE0320.The modeled gravity was interpolated from observed gravity values.
 PE0320
 PE0320;                    North         East    Units  Estimated Accuracy
 PE0320;SPC ME E     -    74,910.      308,770.      MT  (+/- 180 meters Scaled)
 PE0320
 PE0320                          SUPERSEDED SURVEY CONTROL
 PE0320
 PE0320  NGVD 29 (??/??/92)   47.880  (m)          157.09   (f) ADJ UNCH    2 0
 PE0320
 PE0320.Superseded values are not recommended for survey control.
 PE0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0320.See file dsdata.txt to determine how the superseded data were derived.
 PE0320
 PE0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK486099(NAD 83)
 PE0320_MARKER: DB = BENCH MARK DISK
 PE0320_SETTING: 66 = SET IN ROCK OUTCROP
 PE0320_SP_SET: BEDROCK
 PE0320_STAMPING: N 145 1962
 PE0320_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0320+STABILITY: POSITION/ELEVATION WELL
 PE0320
 PE0320  HISTORY     - Date     Condition        Report By
 PE0320  HISTORY     - 1962     MONUMENTED       CGS
 PE0320  HISTORY     - 1987     GOOD             USPSQD
 PE0320  HISTORY     - 19950630 GOOD             USPSQD
 PE0320
 PE0320                          STATION DESCRIPTION
 PE0320
 PE0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PE0320'3.8 MI SW FROM SOMESVILLE.
 PE0320'3.8 MILES SOUTHWEST ON STATE HIGHWAY 102 FROM THE GRADE SCHOOL AT
 PE0320'SOMESVILLE.  0.4 MILE NORTH OF ROAD LEADING TO PRETTY MARSH, 63
 PE0320'FEET NORTH OF POWER LINE POLE NO. 602-10, 24 FEET WEST OF THE
 PE0320'CENTER LINE OF HIGHWAY 102 AND 1 FOOT ABOVE THE LEVEL OF THE
 PE0320'HIGHWAY.  SET IN A DRILL HOLE IN THE TOP AND AT THE SOUTHWEST
 PE0320'END OF AN EXPOSED BEDROCK PROJECTING 6 INCHES.
 PE0320
 PE0320                          STATION RECOVERY (1987)
 PE0320
 PE0320'RECOVERY NOTE BY US POWER SQUADRON 1987 (ELG)
 PE0320'RECOVERED IN GOOD CONDITION.
 PE0320
 PE0320                          STATION RECOVERY (1995)
 PE0320
 PE0320'RECOVERY NOTE BY US POWER SQUADRON 1995
 PE0320'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0342 ***********************************************************************
 PE0342  DESIGNATION -  N 146
 PE0342  PID         -  PE0342
 PE0342  STATE/COUNTY-  ME/HANCOCK
 PE0342  USGS QUAD   -  BLUE HILL (1981)
 PE0342
 PE0342                         *CURRENT SURVEY CONTROL
 PE0342  ___________________________________________________________________
 PE0342* NAD 83(1986)-  44 24 32.     (N)    068 33 49.     (W)     SCALED    
 PE0342* NAVD 88     -         3.785  (meters)      12.42   (feet)  ADJUSTED  
 PE0342  ___________________________________________________________________
 PE0342  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 PE0342  DYNAMIC HT  -           3.784 (meters)      12.41  (feet)  COMP
 PE0342  MODELED GRAV-     980,539.7   (mgal)                       NAVD 88
 PE0342
 PE0342  VERT ORDER  -  SECOND    CLASS 0
 PE0342
 PE0342.The horizontal coordinates were scaled from a topographic map and have
 PE0342.an estimated accuracy of +/- 6 seconds.
 PE0342
 PE0342.The orthometric height was determined by differential leveling
 PE0342.and adjusted by the National Geodetic Survey in June 1991..
 PE0342
 PE0342.The geoid height was determined by GEOID03.
 PE0342
 PE0342.The dynamic height is computed by dividing the NAVD 88
 PE0342.geopotential number by the normal gravity value computed on the
 PE0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0342.degrees latitude (g = 980.6199 gals.).
 PE0342
 PE0342.The modeled gravity was interpolated from observed gravity values.
 PE0342
 PE0342;                    North         East    Units  Estimated Accuracy
 PE0342;SPC ME E     -    82,460.      294,930.      MT  (+/- 180 meters Scaled)
 PE0342
 PE0342                          SUPERSEDED SURVEY CONTROL
 PE0342
 PE0342  NGVD 29 (??/??/92)    3.972  (m)           13.03   (f) ADJ UNCH    2 0
 PE0342
 PE0342.Superseded values are not recommended for survey control.
 PE0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0342.See file dsdata.txt to determine how the superseded data were derived.
 PE0342
 PE0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK347173(NAD 83)
 PE0342_MARKER: DB = BENCH MARK DISK
 PE0342_SETTING: 66 = SET IN ROCK OUTCROP
 PE0342_SP_SET: BEDROCK
 PE0342_STAMPING: N 146 1962
 PE0342_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0342+STABILITY: POSITION/ELEVATION WELL
 PE0342
 PE0342  HISTORY     - Date     Condition        Report By
 PE0342  HISTORY     - 1962     MONUMENTED       CGS
 PE0342  HISTORY     - 1983     GOOD             USPSQD
 PE0342  HISTORY     - 1987     GOOD             USPSQD
 PE0342  HISTORY     - 1988     GOOD             USPSQD
 PE0342  HISTORY     - 1989     GOOD             USPSQD
 PE0342
 PE0342                          STATION DESCRIPTION
 PE0342
 PE0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PE0342'1.6 MI E FROM BLUE HILL.
 PE0342'ABOUT 0.2 MILE NORTHEAST ALONG STATE HIGHWAY 172 FROM THE POST
 PE0342'OFFICE AT BLUE HILL, THENCE 1.2 MILES EAST ALONG STATE HIGHWAY
 PE0342'176, THENCE 0.25 MILE SOUTHWEST ALONG A PRIVATE GRAVEL ROAD
 PE0342'LEADING TO THE KOLLEGEWIDGWOK YATCH CLUB, SET ON TOP OF THE
 PE0342'HIGHEST PART OF A MASS OF BEDROCK, 14.6 FEET SOUTHWEST OF
 PE0342'THE SOUTHEAST CORNER OF THE YATCH CLUB, 9.6 FEET SOUTHEAST OF
 PE0342'THE SOUTHEAST CORNER OF A CONCRETE PATIO, 28 FEET WEST OF
 PE0342'TIDAL 1 (1953), AND ABOUT LEVEL WITH THE GROUND.  TIDAL STATION
 PE0342'14A, BLUE HILL HARBOR, BLUE HILL BAY.
 PE0342
 PE0342                          STATION RECOVERY (1983)
 PE0342
 PE0342'RECOVERY NOTE BY US POWER SQUADRON 1983
 PE0342'RECOVERED IN GOOD CONDITION.
 PE0342
 PE0342                          STATION RECOVERY (1987)
 PE0342
 PE0342'RECOVERY NOTE BY US POWER SQUADRON 1987 (MRW)
 PE0342'RECOVERED IN GOOD CONDITION.
 PE0342
 PE0342                          STATION RECOVERY (1988)
 PE0342
 PE0342'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE0342'RECOVERED IN GOOD CONDITION.
 PE0342
 PE0342                          STATION RECOVERY (1989)
 PE0342
 PE0342'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELG)
 PE0342'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0244 ***********************************************************************
 PD0244  DESIGNATION -  N 147
 PD0244  PID         -  PD0244
 PD0244  STATE/COUNTY-  ME/WASHINGTON
 PD0244  USGS QUAD   -  PETIT MANAN POINT (1977)
 PD0244
 PD0244                         *CURRENT SURVEY CONTROL
 PD0244  ___________________________________________________________________
 PD0244* NAD 83(1986)-  44 29 26.     (N)    067 55 05.     (W)     SCALED    
 PD0244* NAVD 88     -        23.390  (meters)      76.74   (feet)  ADJUSTED  
 PD0244  ___________________________________________________________________
 PD0244  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 PD0244  DYNAMIC HT  -          23.389 (meters)      76.74  (feet)  COMP
 PD0244  MODELED GRAV-     980,570.5   (mgal)                       NAVD 88
 PD0244
 PD0244  VERT ORDER  -  SECOND    CLASS 0
 PD0244
 PD0244.The horizontal coordinates were scaled from a topographic map and have
 PD0244.an estimated accuracy of +/- 6 seconds.
 PD0244
 PD0244.The orthometric height was determined by differential leveling
 PD0244.and adjusted by the National Geodetic Survey in June 1991..
 PD0244
 PD0244.The geoid height was determined by GEOID03.
 PD0244
 PD0244.The dynamic height is computed by dividing the NAVD 88
 PD0244.geopotential number by the normal gravity value computed on the
 PD0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0244.degrees latitude (g = 980.6199 gals.).
 PD0244
 PD0244.The modeled gravity was interpolated from observed gravity values.
 PD0244
 PD0244;                    North         East    Units  Estimated Accuracy
 PD0244;SPC ME E     -    91,700.      346,290.      MT  (+/- 180 meters Scaled)
 PD0244
 PD0244                          SUPERSEDED SURVEY CONTROL
 PD0244
 PD0244  NGVD 29 (??/??/92)   23.587  (m)           77.39   (f) ADJ UNCH    2 0
 PD0244
 PD0244.Superseded values are not recommended for survey control.
 PD0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0244.See file dsdata.txt to determine how the superseded data were derived.
 PD0244
 PD0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK860269(NAD 83)
 PD0244_MARKER: DB = BENCH MARK DISK
 PD0244_SETTING: 80 = SET IN A BOULDER
 PD0244_SP_SET: BOULDER
 PD0244_STAMPING: N 147 1962
 PD0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0244+STABILITY: SURFACE MOTION
 PD0244
 PD0244  HISTORY     - Date     Condition        Report By
 PD0244  HISTORY     - 1962     MONUMENTED       CGS
 PD0244  HISTORY     - 20020914 GOOD             USPSQD
 PD0244
 PD0244                          STATION DESCRIPTION
 PD0244
 PD0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PD0244'3 MI SE FROM STEUBEN.
 PD0244'2.0 MILES EAST ALONG U.S. HIGHWAY 1 FROM THE TOWN PARK AT
 PD0244'STEUBEN, THENCE 1.0 MILE SOUTH ALONG A BLACK TOP ROAD, 0.1 MILE
 PD0244'SOUTH OF AN OLD CEMETERY, SET ON THE TOP AND NEAR THE SOUTHWEST
 PD0244'END OF A 5-BY-3-FOOT BOULDER PROJECTING 2 FEET ABOVE THE LEVEL
 PD0244'OF THE GROUND, 37 FEET WEST OF THE CENTER LINE OF THE ROAD, 21
 PD0244'FEET WEST OF POWER LINE POLE NO. 5-20 AND 1 FOOT ABOVE THE LEVEL
 PD0244'OF THE ROAD.
 PD0244
 PD0244                          STATION RECOVERY (2002)
 PD0244
 PD0244'RECOVERY NOTE BY US POWER SQUADRON 2002 (SWL)
 PD0244'REDESCRIBE AS FOLLOWS, DELETING ALL AFTER 2 FEET ABOVE THE LEVEL OF
 PD0244'THE GROUND. ADD '23 FEET W OF THE CENTERLINE OF THE ROAD, 17.5 FEET W
 PD0244'OF POWER LINE POLE NUMBER E P75 SPP 535, AND 1 FOOT ABOVE THE LEVEL OF
 PD0244'THE ROAD'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0319 ***********************************************************************
 PD0319  DESIGNATION -  N 148
 PD0319  PID         -  PD0319
 PD0319  STATE/COUNTY-  ME/WASHINGTON
 PD0319  USGS QUAD   -  COLUMBIA FALLS (1977)
 PD0319
 PD0319                         *CURRENT SURVEY CONTROL
 PD0319  ___________________________________________________________________
 PD0319* NAD 83(1986)-  44 40 11.     (N)    067 38 45.     (W)     SCALED    
 PD0319* NAVD 88     -        42.271  (meters)     138.68   (feet)  ADJUSTED  
 PD0319  ___________________________________________________________________
 PD0319  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 PD0319  DYNAMIC HT  -          42.269 (meters)     138.68  (feet)  COMP
 PD0319  MODELED GRAV-     980,573.8   (mgal)                       NAVD 88
 PD0319  OBS GRAVITY -     980,571.7   (mgal)                       GRAV_OBS
 PD0319
 PD0319  VERT ORDER  -  FIRST     CLASS I
 PD0319
 PD0319.The horizontal coordinates were scaled from a topographic map and have
 PD0319.an estimated accuracy of +/- 6 seconds.
 PD0319
 PD0319.The orthometric height was determined by differential leveling
 PD0319.and adjusted by the National Geodetic Survey in June 1991..
 PD0319
 PD0319.The geoid height was determined by GEOID03.
 PD0319
 PD0319.The dynamic height is computed by dividing the NAVD 88
 PD0319.geopotential number by the normal gravity value computed on the
 PD0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0319.degrees latitude (g = 980.6199 gals.).
 PD0319
 PD0319.The modeled gravity was interpolated from observed gravity values.
 PD0319.The observed gravity was obtained from relative gravimeter ties
 PD0319.to the IGSN71 gravity network.
 PD0319
 PD0319;                    North         East    Units  Estimated Accuracy
 PD0319;SPC ME E     -   111,800.      367,730.      MT  (+/- 180 meters Scaled)
 PD0319
 PD0319                          SUPERSEDED SURVEY CONTROL
 PD0319
 PD0319  NGVD 29 (??/??/92)   42.481  (m)          139.37   (f) ADJ UNCH    1 1
 PD0319
 PD0319.Superseded values are not recommended for survey control.
 PD0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0319.See file dsdata.txt to determine how the superseded data were derived.
 PD0319
 PD0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK073471(NAD 83)
 PD0319_MARKER: DB = BENCH MARK DISK
 PD0319_SETTING: 80 = SET IN A BOULDER
 PD0319_SP_SET: BOULDER
 PD0319_STAMPING: N 148 1962
 PD0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0319+STABILITY: SURFACE MOTION
 PD0319
 PD0319  HISTORY     - Date     Condition        Report By
 PD0319  HISTORY     - 1962     MONUMENTED       CGS
 PD0319  HISTORY     - 1966     GOOD             NGS
 PD0319  HISTORY     - 1978     GOOD             DMA
 PD0319
 PD0319                          STATION DESCRIPTION
 PD0319
 PD0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PD0319'AT JONESBORO STATION.
 PD0319'AT JONESBORO STATION, ALONG THE MAINE CENTRAL RAILROAD, SET IN
 PD0319'THE TOP AND NEAR THE SOUTH END OF A 4-BY-6-FOOT BURIED BOULDER
 PD0319'PROJECTING 1 FOOT ABOVE THE LEVEL OF THE GROUND, 136 FEET NORTHEAST
 PD0319'OF THE CENTER OF THE BLACK TOPPED ROAD CROSSING THE TRACK, 104
 PD0319'FEET NORTH OF THE NORTH RAIL, 47 FEET SOUTHWEST OF THE SOUTHWEST
 PD0319'CORNER OF A LARGE HOUSE AND BARN COMBINED, AND ABOUT 6 FEET
 PD0319'ABOVE THE LEVEL OF THE TRACK.
 PD0319
 PD0319                          STATION RECOVERY (1978)
 PD0319
 PD0319'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PD0319'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0429 ***********************************************************************
 PD0429  DESIGNATION -  N 149
 PD0429  PID         -  PD0429
 PD0429  STATE/COUNTY-  ME/WASHINGTON
 PD0429  USGS QUAD   -  ADDISON (1975)
 PD0429
 PD0429                         *CURRENT SURVEY CONTROL
 PD0429  ___________________________________________________________________
 PD0429* NAD 83(1986)-  44 35 48.     (N)    067 39 38.     (W)     SCALED    
 PD0429* NAVD 88     -        39.605  (meters)     129.94   (feet)  ADJUSTED  
 PD0429  ___________________________________________________________________
 PD0429  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 PD0429  DYNAMIC HT  -          39.603 (meters)     129.93  (feet)  COMP
 PD0429  MODELED GRAV-     980,586.8   (mgal)                       NAVD 88
 PD0429
 PD0429  VERT ORDER  -  SECOND    CLASS 0
 PD0429
 PD0429.The horizontal coordinates were scaled from a topographic map and have
 PD0429.an estimated accuracy of +/- 6 seconds.
 PD0429
 PD0429.The orthometric height was determined by differential leveling
 PD0429.and adjusted by the National Geodetic Survey in June 1991..
 PD0429
 PD0429.The geoid height was determined by GEOID03.
 PD0429
 PD0429.The dynamic height is computed by dividing the NAVD 88
 PD0429.geopotential number by the normal gravity value computed on the
 PD0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0429.degrees latitude (g = 980.6199 gals.).
 PD0429
 PD0429.The modeled gravity was interpolated from observed gravity values.
 PD0429
 PD0429;                    North         East    Units  Estimated Accuracy
 PD0429;SPC ME E     -   103,670.      366,640.      MT  (+/- 180 meters Scaled)
 PD0429
 PD0429                          SUPERSEDED SURVEY CONTROL
 PD0429
 PD0429  NGVD 29 (??/??/92)   39.818  (m)          130.64   (f) ADJ UNCH    2 0
 PD0429
 PD0429.Superseded values are not recommended for survey control.
 PD0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0429.See file dsdata.txt to determine how the superseded data were derived.
 PD0429
 PD0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK063390(NAD 83)
 PD0429_MARKER: DB = BENCH MARK DISK
 PD0429_SETTING: 66 = SET IN ROCK OUTCROP
 PD0429_SP_SET: BEDROCK
 PD0429_STAMPING: N 149 1962
 PD0429_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0429+STABILITY: POSITION/ELEVATION WELL
 PD0429
 PD0429  HISTORY     - Date     Condition        Report By
 PD0429  HISTORY     - 1962     MONUMENTED       CGS
 PD0429
 PD0429                          STATION DESCRIPTION
 PD0429
 PD0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PD0429'2.1 MI N FROM INDIAN RIVER.
 PD0429'1.7 MILES NORTHWEST ALONG STATE HIGHWAY 187 FROM THE CONCRETE
 PD0429'BRIDGE OVER INDIAN RIVER AT INDIAN RIVER, THENCE 0.4 MILE
 PD0429'NORTHEAST ALONG A GRAVEL ROAD, 0.4 MILE NORTHEAST OF BRYANT
 PD0429'CORNER, SET ON THE TOP OF A 7-BY-4-FOOT EXPOSED BEDROCK, NEAR
 PD0429'THE TOP OF A SMALL RISE IN THE ROAD AND BEDROCK, 33 FEET
 PD0429'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 24 FEET NORTHEAST OF
 PD0429'THE CENTER LINE OF A FIELD ROAD, 0.1 MILE SOUTHWEST OF A SMALL
 PD0429'WOODEN CULVERT AND 4 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0876 ***********************************************************************
 PF0876  DESIGNATION -  N 15
 PF0876  PID         -  PF0876
 PF0876  STATE/COUNTY-  ME/KENNEBEC
 PF0876  USGS QUAD   -  WAYNE (1966)
 PF0876
 PF0876                         *CURRENT SURVEY CONTROL
 PF0876  ___________________________________________________________________
 PF0876* NAD 83(1986)-  44 16 02.     (N)    070 00 24.     (W)     SCALED    
 PF0876* NAVD 88     -        54.659  (meters)     179.33   (feet)  POSTED    
 PF0876  ___________________________________________________________________
 PF0876  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 PF0876  DYNAMIC HT  -          54.650 (meters)     179.30  (feet)  COMP
 PF0876  MODELED GRAV-     980,526.3   (mgal)                       NAVD 88
 PF0876
 PF0876  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 PF0876
 PF0876.The horizontal coordinates were scaled from a topographic map and have
 PF0876.an estimated accuracy of +/- 6 seconds.
 PF0876
 PF0876.The orthometric height was determined by differential leveling
 PF0876.and adjusted by the National Geodetic Survey in 1992..
 PF0876.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 PF0876.rate greater than 8.0 mm/km.
 PF0876
 PF0876.The geoid height was determined by GEOID03.
 PF0876
 PF0876.The dynamic height is computed by dividing the NAVD 88
 PF0876.geopotential number by the normal gravity value computed on the
 PF0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0876.degrees latitude (g = 980.6199 gals.).
 PF0876
 PF0876.The modeled gravity was interpolated from observed gravity values.
 PF0876
 PF0876;                    North         East    Units  Estimated Accuracy
 PF0876;SPC ME W     -   159,320.      912,780.      MT  (+/- 180 meters Scaled)
 PF0876
 PF0876                          SUPERSEDED SURVEY CONTROL
 PF0876
 PF0876  NGVD 29 (??/??/92)   54.824  (m)          179.87   (f) ADJ UNCH    1 2
 PF0876
 PF0876.Superseded values are not recommended for survey control.
 PF0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0876.See file dsdata.txt to determine how the superseded data were derived.
 PF0876
 PF0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK196020(NAD 83)
 PF0876_MARKER: DB = BENCH MARK DISK
 PF0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PF0876_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PF0876_STAMPING: N 15 1927
 PF0876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0876+STABILITY: SURFACE MOTION
 PF0876
 PF0876  HISTORY     - Date     Condition        Report By
 PF0876  HISTORY     - 1927     MONUMENTED       CGS
 PF0876  HISTORY     - 1966     GOOD             NGS
 PF0876
 PF0876                          STATION DESCRIPTION
 PF0876
 PF0876'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PF0876'AT ANNABESSACOOK STATION.
 PF0876'AT ANNABESSACOOK STATION.  ON RIGHT-OF-WAY OF MAINE CENTRAL
 PF0876'RAILWAY, 6 RAILS NE OF EAST END OF ANNABESSACOOK STATION, 26
 PF0876'FEET NE OF THE CENTERLINE OF THE ROADWAY EAST OF THE STATION
 PF0876'AND 25.2 FEET NW OF THE NORTH RAIL.  A STANDARD DISK EMBEDDED
 PF0876'IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0092 ***********************************************************************
 QF0092  DESIGNATION -  N 15 USGS
 QF0092  PID         -  QF0092
 QF0092  STATE/COUNTY-  ME/WASHINGTON
 QF0092  USGS QUAD   -  RED BEACH (1949)
 QF0092
 QF0092                         *CURRENT SURVEY CONTROL
 QF0092  ___________________________________________________________________
 QF0092* NAD 83(1986)-  45 07 07.     (N)    067 08 42.     (W)     SCALED    
 QF0092* NAVD 88     -        32.828  (meters)     107.70   (feet)  ADJUSTED  
 QF0092  ___________________________________________________________________
 QF0092  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 QF0092  DYNAMIC HT  -          32.829 (meters)     107.71  (feet)  COMP
 QF0092  MODELED GRAV-     980,628.5   (mgal)                       NAVD 88
 QF0092
 QF0092  VERT ORDER  -  FIRST     CLASS II
 QF0092
 QF0092.The horizontal coordinates were scaled from a topographic map and have
 QF0092.an estimated accuracy of +/- 6 seconds.
 QF0092
 QF0092.The orthometric height was determined by differential leveling
 QF0092.and adjusted by the National Geodetic Survey in June 1991..
 QF0092
 QF0092.The geoid height was determined by GEOID03.
 QF0092
 QF0092.The dynamic height is computed by dividing the NAVD 88
 QF0092.geopotential number by the normal gravity value computed on the
 QF0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0092.degrees latitude (g = 980.6199 gals.).
 QF0092
 QF0092.The modeled gravity was interpolated from observed gravity values.
 QF0092
 QF0092;                    North         East    Units  Estimated Accuracy
 QF0092;SPC ME E     -   162,220.      406,610.      MT  (+/- 180 meters Scaled)
 QF0092
 QF0092                          SUPERSEDED SURVEY CONTROL
 QF0092
 QF0092.No superseded survey control is available for this station.
 QF0092
 QF0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK459978(NAD 83)
 QF0092_MARKER: DD = SURVEY DISK
 QF0092_SETTING: 66 = SET IN ROCK OUTCROP
 QF0092_SP_SET: ROCK OUTCROP
 QF0092_STAMPING: N 15 1929
 QF0092_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0092+STABILITY: POSITION/ELEVATION WELL
 QF0092
 QF0092  HISTORY     - Date     Condition        Report By
 QF0092  HISTORY     - 1929     MONUMENTED       USGS
 QF0092  HISTORY     - 1935     GOOD             NGS
 QF0092  HISTORY     - 1946     GOOD             NGS
 QF0092  HISTORY     - 1978     GOOD             NGS
 QF0092
 QF0092                          STATION DESCRIPTION
 QF0092
 QF0092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QF0092'AT RED BEACH.
 QF0092'AT RED BEACH, WASHINGTON COUNTY, ON U.S. HIGHWAY 1, ABOUT 90
 QF0092'YARDS SOUTH OF THE POST OFFICE, ABOUT 58 FEET NORTHEAST OF A
 QF0092'HOUSE, 37 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP
 QF0092'OF A ROCK OUTCROP, IN A PRIVATE YARD, ABOUT 1 FOOT ABOVE GROUND,
 QF0092'AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY.  A UNITED STATES
 QF0092'GEOLOGICAL SURVEY STANDARD DISK, STAMPED N 15 1929.
 QF0092
 QF0092                          STATION RECOVERY (1946)
 QF0092
 QF0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 QF0092'RECOVERED IN GOOD CONDITION.
 QF0092
 QF0092                          STATION RECOVERY (1978)
 QF0092
 QF0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QF0092'DELETE-ABOUT 90 YARDS SOUTH OF POST OFFICE.
 QF0092'ADD-0.1 MILE NORTH OF POST OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1056 ***********************************************************************
 PE1056  DESIGNATION -  N 151
 PE1056  PID         -  PE1056
 PE1056  STATE/COUNTY-  ME/KNOX
 PE1056  USGS QUAD   -  ROCKLAND (1979)
 PE1056
 PE1056                         *CURRENT SURVEY CONTROL
 PE1056  ___________________________________________________________________
 PE1056* NAD 83(1986)-  44 04 57.     (N)    069 03 28.     (W)     SCALED    
 PE1056* NAVD 88     -        25.910  (meters)      85.01   (feet)  ADJUSTED  
 PE1056  ___________________________________________________________________
 PE1056  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 PE1056  DYNAMIC HT  -          25.908 (meters)      85.00  (feet)  COMP
 PE1056  MODELED GRAV-     980,533.5   (mgal)                       NAVD 88
 PE1056
 PE1056  VERT ORDER  -  SECOND    CLASS 0
 PE1056
 PE1056.The horizontal coordinates were scaled from a topographic map and have
 PE1056.an estimated accuracy of +/- 6 seconds.
 PE1056
 PE1056.The orthometric height was determined by differential leveling
 PE1056.and adjusted by the National Geodetic Survey in June 1991..
 PE1056
 PE1056.The geoid height was determined by GEOID03.
 PE1056
 PE1056.The dynamic height is computed by dividing the NAVD 88
 PE1056.geopotential number by the normal gravity value computed on the
 PE1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1056.degrees latitude (g = 980.6199 gals.).
 PE1056
 PE1056.The modeled gravity was interpolated from observed gravity values.
 PE1056
 PE1056;                    North         East    Units  Estimated Accuracy
 PE1056;SPC ME E     -    46,350.      255,330.      MT  (+/- 180 meters Scaled)
 PE1056
 PE1056                          SUPERSEDED SURVEY CONTROL
 PE1056
 PE1056  NGVD 29 (??/??/92)   26.121  (m)           85.70   (f) ADJ UNCH    2 0
 PE1056
 PE1056.Superseded values are not recommended for survey control.
 PE1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1056.See file dsdata.txt to determine how the superseded data were derived.
 PE1056
 PE1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ953810(NAD 83)
 PE1056_MARKER: DB = BENCH MARK DISK
 PE1056_SETTING: 66 = SET IN ROCK OUTCROP
 PE1056_SP_SET: BEDROCK
 PE1056_STAMPING: N 151 1962
 PE1056_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1056+STABILITY: POSITION/ELEVATION WELL
 PE1056
 PE1056  HISTORY     - Date     Condition        Report By
 PE1056  HISTORY     - 1962     MONUMENTED       CGS
 PE1056  HISTORY     - 19950728 GOOD             USPSQD
 PE1056
 PE1056                          STATION DESCRIPTION
 PE1056
 PE1056'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PE1056'AT OWLS HEAD.
 PE1056'AT OWLS HEAD, SET ON THE TOP AND ABOUT IN THE CENTER OF A LARGE
 PE1056'MASS OF ROUGH BEDROCK, 156 FEET NORTHWEST OF THE NORTHWEST
 PE1056'CORNER OF THE OWLS HEAD POST OFFICE AND GENERAL STORE, 114 FEET
 PE1056'SOUTH OF THE CENTER OF A MEMORIAL MONUMENT LOCATED IN THE CENTER
 PE1056'OF A GRASSY CIRCLE AT ROAD JUNCTION, 32 FEET EAST OF THE CENTER
 PE1056'LINE OF THE ROAD, 51 FEET SOUTHEAST OF POWER LINE POLE NO. 263
 PE1056'J 95, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
 PE1056
 PE1056                          STATION RECOVERY (1995)
 PE1056
 PE1056'RECOVERY NOTE BY US POWER SQUADRON 1995
 PE1056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1077 ***********************************************************************
 PE1077  DESIGNATION -  N 152
 PE1077  PID         -  PE1077
 PE1077  STATE/COUNTY-  ME/LINCOLN
 PE1077  USGS QUAD   -  WALDOBORO WEST (1988)
 PE1077
 PE1077                         *CURRENT SURVEY CONTROL
 PE1077  ___________________________________________________________________
 PE1077* NAD 83(1986)-  44 05 06.     (N)    069 22 35.     (W)     SCALED    
 PE1077* NAVD 88     -        34.677  (meters)     113.77   (feet)  ADJUSTED  
 PE1077  ___________________________________________________________________
 PE1077  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 PE1077  DYNAMIC HT  -          34.674 (meters)     113.76  (feet)  COMP
 PE1077  MODELED GRAV-     980,516.3   (mgal)                       NAVD 88
 PE1077
 PE1077  VERT ORDER  -  SECOND    CLASS 0
 PE1077
 PE1077.The horizontal coordinates were scaled from a topographic map and have
 PE1077.an estimated accuracy of +/- 6 seconds.
 PE1077
 PE1077.The orthometric height was determined by differential leveling
 PE1077.and adjusted by the National Geodetic Survey in June 1991..
 PE1077
 PE1077.The geoid height was determined by GEOID03.
 PE1077
 PE1077.The dynamic height is computed by dividing the NAVD 88
 PE1077.geopotential number by the normal gravity value computed on the
 PE1077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1077.degrees latitude (g = 980.6199 gals.).
 PE1077
 PE1077.The modeled gravity was interpolated from observed gravity values.
 PE1077
 PE1077;                    North         East    Units  Estimated Accuracy
 PE1077;SPC ME W     -   139,360.      963,290.      MT  (+/- 180 meters Scaled)
 PE1077
 PE1077                          SUPERSEDED SURVEY CONTROL
 PE1077
 PE1077  NGVD 29 (??/??/92)   34.888  (m)          114.46   (f) ADJ UNCH    2 0
 PE1077
 PE1077.Superseded values are not recommended for survey control.
 PE1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1077.See file dsdata.txt to determine how the superseded data were derived.
 PE1077
 PE1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ698813(NAD 83)
 PE1077_MARKER: DB = BENCH MARK DISK
 PE1077_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE1077_SP_SET: BUILDING
 PE1077_STAMPING: N 152 1962
 PE1077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE1077_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PE1077+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2006
 PE1077
 PE1077  HISTORY     - Date     Condition        Report By
 PE1077  HISTORY     - 1962     MONUMENTED       CGS
 PE1077  HISTORY     - 1990     GOOD             USPSQD
 PE1077  HISTORY     - 20060113 GOOD             USPSQD
 PE1077
 PE1077                          STATION DESCRIPTION
 PE1077
 PE1077'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PE1077'1 MI SE FROM WALDOBORO.
 PE1077'ABOUT 0.95 MILE SOUTHEAST ALONG STATE HIGHWAY 220 FROM THE
 PE1077'POST OFFICE AT WALDOBORO, SET VERTICALLY IN THE NORTHEAST
 PE1077'CONCRETE FACE AND NEAR THE NORTHWEST CORNER OF THE LARGE
 PE1077'SYLVANIA ELECTRICAL PRODUCT CO. BUILDING, 342 FEET NORTHWEST
 PE1077'OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT SOUTHEAST OF THE
 PE1077'NORTHWEST CORNER OF THE BUILDING AND 1 1/2 FEET ABOVE THE
 PE1077'LEVEL OF THE GROUND.  THE BUILDING ENGINEER INFORMED THIS PARTY
 PE1077'THAT THE FOUNDATION FOR THE BUILDING WAS 13 FEET DEEP.
 PE1077
 PE1077                          STATION RECOVERY (1990)
 PE1077
 PE1077'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMW)
 PE1077'RECOVERED IN GOOD CONDITION.
 PE1077
 PE1077                          STATION RECOVERY (2006)
 PE1077
 PE1077'RECOVERY NOTE BY US POWER SQUADRON 2006 (JEK)
 PE1077'LOCATIONED ON NORTHWEST BACK CORNER OF LONGEST BUILDING, SOUTHERN MOST
 PE1077'WING.  MARK HAS BEEN PAINTED OVER WHEN BUILDING WAS REPAIRED.  IT IS
 PE1077'STILL READABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1216 ***********************************************************************
 PE1216  DESIGNATION -  N 153
 PE1216  PID         -  PE1216
 PE1216  STATE/COUNTY-  ME/LINCOLN
 PE1216  USGS QUAD   -  WISCASSET (1979)
 PE1216
 PE1216                         *CURRENT SURVEY CONTROL
 PE1216  ___________________________________________________________________
 PE1216* NAD 83(1986)-  44 01 17.     (N)    069 39 16.     (W)     SCALED    
 PE1216* NAVD 88     -        17.169  (meters)      56.33   (feet)  ADJUSTED  
 PE1216  ___________________________________________________________________
 PE1216  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 PE1216  DYNAMIC HT  -          17.167 (meters)      56.32  (feet)  COMP
 PE1216  MODELED GRAV-     980,520.1   (mgal)                       NAVD 88
 PE1216
 PE1216  VERT ORDER  -  SECOND    CLASS 0
 PE1216
 PE1216.The horizontal coordinates were scaled from a topographic map and have
 PE1216.an estimated accuracy of +/- 6 seconds.
 PE1216
 PE1216.The orthometric height was determined by differential leveling
 PE1216.and adjusted by the National Geodetic Survey in June 1991..
 PE1216
 PE1216.The geoid height was determined by GEOID03.
 PE1216
 PE1216.The dynamic height is computed by dividing the NAVD 88
 PE1216.geopotential number by the normal gravity value computed on the
 PE1216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1216.degrees latitude (g = 980.6199 gals.).
 PE1216
 PE1216.The modeled gravity was interpolated from observed gravity values.
 PE1216
 PE1216;                    North         East    Units  Estimated Accuracy
 PE1216;SPC ME W     -   132,120.      941,070.      MT  (+/- 180 meters Scaled)
 PE1216
 PE1216                          SUPERSEDED SURVEY CONTROL
 PE1216
 PE1216  NGVD 29 (??/??/92)   17.382  (m)           57.03   (f) ADJ UNCH    2 0
 PE1216
 PE1216.Superseded values are not recommended for survey control.
 PE1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1216.See file dsdata.txt to determine how the superseded data were derived.
 PE1216
 PE1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ475744(NAD 83)
 PE1216_MARKER: DB = BENCH MARK DISK
 PE1216_SETTING: 66 = SET IN ROCK OUTCROP
 PE1216_SP_SET: BEDROCK
 PE1216_STAMPING: N 153 1962
 PE1216_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1216+STABILITY: POSITION/ELEVATION WELL
 PE1216
 PE1216  HISTORY     - Date     Condition        Report By
 PE1216  HISTORY     - 1962     MONUMENTED       CGS
 PE1216  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 PE1216
 PE1216                          STATION DESCRIPTION
 PE1216
 PE1216'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PE1216'1.4 MI N FROM WISCASSET.
 PE1216'ABOUT 1.4 MILES NORTH ALONG STATE HIGHWAY 218 FROM ITS JUNCTION
 PE1216'WITH U.S. HIGHWAY 1 AND THE POST OFFICE AT WISCASSET, NEAR THE
 PE1216'JUNCTION OF A BLACK TOP ROAD LEADING NORTHWESTERLY, SET ON THE
 PE1216'TOP OF A 10-BY-15-FOOT LARGE EXPOSED BEDROCK, 73 YARDS NORTH OF
 PE1216'THE CENTER LINE OF THE HIGHWAY, 19 FEET NORTHEAST OF THE CENTER
 PE1216'LINE OF THE BLACK TOP ROAD, 43 1/2 FEET NORTHEAST OF AND ACROSS
 PE1216'THE BLACK TOP ROAD FROM POWER LINE POLE NO. 17, 38 FEET SOUTHEAST
 PE1216'OF A POINT UNDER A TELEPHONE CABLE LINE, AND 4 FEET ABOVE THE
 PE1216'LEVEL OF THE BLACK TOP ROAD.
 PE1216
 PE1216                          STATION RECOVERY (1990)
 PE1216
 PE1216'RECOVERY NOTE BY US POWER SQUADRON 1990 (FC)
 PE1216'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0128 ***********************************************************************
 OB0128  DESIGNATION -  N 154
 OB0128  PID         -  OB0128
 OB0128  STATE/COUNTY-  ME/LINCOLN
 OB0128  USGS QUAD   -  BOOTHBAY HARBOR (1997)
 OB0128
 OB0128                         *CURRENT SURVEY CONTROL
 OB0128  ___________________________________________________________________
 OB0128* NAD 83(1986)-  43 50 54.     (N)    069 38 40.     (W)     SCALED    
 OB0128* NAVD 88     -         7.933  (meters)      26.03   (feet)  ADJUSTED  
 OB0128  ___________________________________________________________________
 OB0128  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 OB0128  DYNAMIC HT  -           7.932 (meters)      26.02  (feet)  COMP
 OB0128  MODELED GRAV-     980,526.1   (mgal)                       NAVD 88
 OB0128
 OB0128  VERT ORDER  -  SECOND    CLASS 0
 OB0128
 OB0128.The horizontal coordinates were scaled from a topographic map and have
 OB0128.an estimated accuracy of +/- 6 seconds.
 OB0128
 OB0128.The orthometric height was determined by differential leveling
 OB0128.and adjusted by the National Geodetic Survey in June 1991..
 OB0128
 OB0128.The geoid height was determined by GEOID03.
 OB0128
 OB0128.The dynamic height is computed by dividing the NAVD 88
 OB0128.geopotential number by the normal gravity value computed on the
 OB0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0128.degrees latitude (g = 980.6199 gals.).
 OB0128
 OB0128.The modeled gravity was interpolated from observed gravity values.
 OB0128
 OB0128;                    North         East    Units  Estimated Accuracy
 OB0128;SPC ME W     -   112,900.      941,990.      MT  (+/- 180 meters Scaled)
 OB0128
 OB0128                          SUPERSEDED SURVEY CONTROL
 OB0128
 OB0128  NGVD 29 (??/??/92)    8.148  (m)           26.73   (f) ADJ UNCH    2 0
 OB0128
 OB0128.Superseded values are not recommended for survey control.
 OB0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0128.See file dsdata.txt to determine how the superseded data were derived.
 OB0128
 OB0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ482552(NAD 83)
 OB0128_MARKER: DB = BENCH MARK DISK
 OB0128_SETTING: 66 = SET IN ROCK OUTCROP
 OB0128_SP_SET: BEDROCK
 OB0128_STAMPING: N 154 1963
 OB0128_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0128+STABILITY: POSITION/ELEVATION WELL
 OB0128_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OB0128+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2005
 OB0128
 OB0128  HISTORY     - Date     Condition        Report By
 OB0128  HISTORY     - 1963     MONUMENTED       CGS
 OB0128  HISTORY     - 1990     GOOD             USPSQD
 OB0128  HISTORY     - 20040519 GOOD             USPSQD
 OB0128  HISTORY     - 20051205 GOOD             USPSQD
 OB0128
 OB0128                          STATION DESCRIPTION
 OB0128
 OB0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OB0128'IN WEST BOOTHBAY HARBOR.
 OB0128'AT WEST BOOTHBAY HARBOR, ALONG STATE HIGHWAY 27, SET ON TOP AND NEAR
 OB0128'THE HIGHEST PART OF A LARGE MASS OF EXPOSED BEDROCK WHICH PROJECTS 1
 OB0128'FOOT ABOVE THE LEVEL OF THE GROUND, 53 FEET NORTHWEST OF THE CENTER
 OB0128'LINE OF THE HIGHWAY, 25.6 FEET NORTHEAST OF THE EAST CORNER OF THE
 OB0128'WEST BOOTHBAY POST OFFICE AND GENERAL STORE, 19 FEET SOUTHWEST OF THE
 OB0128'CENTER LINE OF A DRIVEWAY, 1.9 FEET WEST OF THE EAST EDGE OF A SHARP
 OB0128'DROP IN BEDROCK AND 10 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 OB0128
 OB0128                          STATION RECOVERY (1990)
 OB0128
 OB0128'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMW)
 OB0128'RECOVERED IN GOOD CONDITION.
 OB0128
 OB0128                          STATION RECOVERY (2004)
 OB0128
 OB0128'RECOVERY NOTE BY US POWER SQUADRON 2004 (JS)
 OB0128'THE BUILDING IS ONLY THE POST OFFICE NOW.
 OB0128
 OB0128                          STATION RECOVERY (2005)
 OB0128
 OB0128'RECOVERY NOTE BY US POWER SQUADRON 2005 (WTM)
 OB0128'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0026 ***********************************************************************
 OB0026  DESIGNATION -  N 155
 OB0026  PID         -  OB0026
 OB0026  STATE/COUNTY-  ME/LINCOLN
 OB0026  USGS QUAD   -  LOUDS ISLAND (1979)
 OB0026
 OB0026                         *CURRENT SURVEY CONTROL
 OB0026  ___________________________________________________________________
 OB0026* NAD 83(1986)-  43 59 08.     (N)    069 27 17.     (W)     SCALED    
 OB0026* NAVD 88     -        30.021  (meters)      98.49   (feet)  ADJUSTED  
 OB0026  ___________________________________________________________________
 OB0026  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 OB0026  DYNAMIC HT  -          30.018 (meters)      98.48  (feet)  COMP
 OB0026  MODELED GRAV-     980,522.1   (mgal)                       NAVD 88
 OB0026
 OB0026  VERT ORDER  -  SECOND    CLASS 0
 OB0026
 OB0026.The horizontal coordinates were scaled from a topographic map and have
 OB0026.an estimated accuracy of +/- 6 seconds.
 OB0026
 OB0026.The orthometric height was determined by differential leveling
 OB0026.and adjusted by the National Geodetic Survey in June 1991..
 OB0026
 OB0026.The geoid height was determined by GEOID03.
 OB0026
 OB0026.The dynamic height is computed by dividing the NAVD 88
 OB0026.geopotential number by the normal gravity value computed on the
 OB0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0026.degrees latitude (g = 980.6199 gals.).
 OB0026
 OB0026.The modeled gravity was interpolated from observed gravity values.
 OB0026
 OB0026;                    North         East    Units  Estimated Accuracy
 OB0026;SPC ME W     -   128,260.      957,110.      MT  (+/- 180 meters Scaled)
 OB0026
 OB0026                          SUPERSEDED SURVEY CONTROL
 OB0026
 OB0026  NGVD 29 (??/??/92)   30.229  (m)           99.18   (f) ADJ UNCH    2 0
 OB0026
 OB0026.Superseded values are not recommended for survey control.
 OB0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0026.See file dsdata.txt to determine how the superseded data were derived.
 OB0026
 OB0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ635703(NAD 83)
 OB0026_MARKER: DB = BENCH MARK DISK
 OB0026_SETTING: 66 = SET IN ROCK OUTCROP
 OB0026_SP_SET: OUTCROP
 OB0026_STAMPING: N 155 1963
 OB0026_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0026+STABILITY: POSITION/ELEVATION WELL
 OB0026
 OB0026  HISTORY     - Date     Condition        Report By
 OB0026  HISTORY     - 1963     MONUMENTED       CGS
 OB0026  HISTORY     - 19910504 GOOD             USPSQD
 OB0026  HISTORY     - 20020726 MARK NOT FOUND   USPSQD
 OB0026
 OB0026                          STATION DESCRIPTION
 OB0026
 OB0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OB0026'3.1 MI N FROM ROUND POND.
 OB0026'ABOUT 3.1 MILES NORTH ALONG STATE HIGHWAY 32 FROM THE METHODIST CHURCH
 OB0026'AT ROUND POND, 130 YARDS SOUTH OF THE APPROXIMATE CENTER OF THE
 OB0026'JUNCTION OF HIGHWAY AND A GRAVEL ROAD LEADING SOUTHWEST, AT THE SUMMIT
 OB0026'OF A SMALL HILL, SET ON THE TOP OF A LARGE OUTCROP WHICH PROJECT 1
 OB0026'FOOT ABOVE THE LEVEL OF THE GROUND, ABOUT MIDWAY BETWEEN POWER LINE
 OB0026'POLES 22 AND 23, 9 FEET NORTH OF THE SOUTH END OF THE ROCK, 79 FEET
 OB0026'EAST OF THE CENTER LINE OF THE HIGHWAY AND 1 FOOT ABOVE THE LEVEL OF
 OB0026'THE HIGHWAY.
 OB0026
 OB0026                          STATION RECOVERY (1991)
 OB0026
 OB0026'RECOVERY NOTE BY US POWER SQUADRON 1991 (SS)
 OB0026'RECOVERED IN GOOD CONDITION.
 OB0026
 OB0026                          STATION RECOVERY (2002)
 OB0026
 OB0026'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMW)
 OB0026'COULD NOT LOCATE ANY ROCK OUTCROP AS THE AREA IS OVERGROWN AND COVERED
 OB0026'WITH SOIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0180 ***********************************************************************
 OB0180  DESIGNATION -  N 156
 OB0180  PID         -  OB0180
 OB0180  STATE/COUNTY-  ME/SAGADAHOC
 OB0180  USGS QUAD   -  WESTPORT (1970)
 OB0180
 OB0180                         *CURRENT SURVEY CONTROL
 OB0180  ___________________________________________________________________
 OB0180* NAD 83(1986)-  43 54 12.     (N)    069 44 28.     (W)     SCALED    
 OB0180* NAVD 88     -        22.238  (meters)      72.96   (feet)  ADJUSTED  
 OB0180  ___________________________________________________________________
 OB0180  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 OB0180  DYNAMIC HT  -          22.236 (meters)      72.95  (feet)  COMP
 OB0180  MODELED GRAV-     980,524.3   (mgal)                       NAVD 88
 OB0180
 OB0180  VERT ORDER  -  SECOND    CLASS 0
 OB0180
 OB0180.The horizontal coordinates were scaled from a topographic map and have
 OB0180.an estimated accuracy of +/- 6 seconds.
 OB0180
 OB0180.The orthometric height was determined by differential leveling
 OB0180.and adjusted by the National Geodetic Survey in June 1991..
 OB0180
 OB0180.The geoid height was determined by GEOID03.
 OB0180
 OB0180.The dynamic height is computed by dividing the NAVD 88
 OB0180.geopotential number by the normal gravity value computed on the
 OB0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0180.degrees latitude (g = 980.6199 gals.).
 OB0180
 OB0180.The modeled gravity was interpolated from observed gravity values.
 OB0180
 OB0180;                    North         East    Units  Estimated Accuracy
 OB0180;SPC ME W     -   118,960.      934,190.      MT  (+/- 180 meters Scaled)
 OB0180
 OB0180                          SUPERSEDED SURVEY CONTROL
 OB0180
 OB0180  NGVD 29 (??/??/92)   22.448  (m)           73.65   (f) ADJ UNCH    2 0
 OB0180
 OB0180.Superseded values are not recommended for survey control.
 OB0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0180.See file dsdata.txt to determine how the superseded data were derived.
 OB0180
 OB0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ404614(NAD 83)
 OB0180_MARKER: DB = BENCH MARK DISK
 OB0180_SETTING: 66 = SET IN ROCK OUTCROP
 OB0180_SP_SET: BEDROCK
 OB0180_STAMPING: N 156 1963
 OB0180_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0180+STABILITY: POSITION/ELEVATION WELL
 OB0180
 OB0180  HISTORY     - Date     Condition        Report By
 OB0180  HISTORY     - 1963     MONUMENTED       CGS
 OB0180
 OB0180                          STATION DESCRIPTION
 OB0180
 OB0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OB0180'8.75 MI SW FROM WISCASSET.
 OB0180'4.7 MILES SOUTHWEST ALONG U. S. HIGHWAY 1 FROM THE POST OFFICE AT
 OB0180'WISCASSET, THENCE 4.05 MILES SOUTH ALONG A BLACK TOP ROAD, ON THE
 OB0180'PROPERTY OF THE W. T. GARDINER ESTATE, SET ON THE TOP OF A 24-BY-21
 OB0180'FEET MASS OF EXPOSED BEDROCK WHICH PROJECTS 3 FEET ABOVE THE LEVEL OF
 OB0180'THE GROUND, 129 FEET WEST OF THE WEST CORNER OF THE MAIN HOUSE OF THE
 OB0180'GARDINER ESTATE, 21 FEET SOUTHWEST OF THE CENTER OF A STEEL GATE, 9
 OB0180'FEET NORTHWEST OF A FENCE LINE, 153 FEET WEST OF THE CENTER OF AN
 OB0180'ALUMINUM GATE AT PASTURE ENTRANCE AND 3 FEET ABOVE THE LEVEL OF THE
 OB0180'GROUND.  NOTE-- THIS MARK IS ABOUT 0.6 MILE NORTH OF PHIPPS POINT AND
 OB0180'TIDAL STATION NO. 62.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0350 ***********************************************************************
 OC0350  DESIGNATION -  N 157
 OC0350  PID         -  OC0350
 OC0350  STATE/COUNTY-  ME/YORK
 OC0350  USGS QUAD   -  NORTH BERWICK (1973)
 OC0350
 OC0350                         *CURRENT SURVEY CONTROL
 OC0350  ___________________________________________________________________
 OC0350* NAD 83(1986)-  43 17 23.     (N)    070 44 37.     (W)     SCALED    
 OC0350* NAVD 88     -        46.458  (meters)     152.42   (feet)  ADJUSTED  
 OC0350  ___________________________________________________________________
 OC0350  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 OC0350  DYNAMIC HT  -          46.450 (meters)     152.39  (feet)  COMP
 OC0350  MODELED GRAV-     980,451.7   (mgal)                       NAVD 88
 OC0350
 OC0350  VERT ORDER  -  FIRST     CLASS I
 OC0350
 OC0350.The horizontal coordinates were scaled from a topographic map and have
 OC0350.an estimated accuracy of +/- 6 seconds.
 OC0350
 OC0350.The orthometric height was determined by differential leveling
 OC0350.and adjusted by the National Geodetic Survey in June 1991..
 OC0350
 OC0350.The geoid height was determined by GEOID03.
 OC0350
 OC0350.The dynamic height is computed by dividing the NAVD 88
 OC0350.geopotential number by the normal gravity value computed on the
 OC0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0350.degrees latitude (g = 980.6199 gals.).
 OC0350
 OC0350.The modeled gravity was interpolated from observed gravity values.
 OC0350
 OC0350;                    North         East    Units  Estimated Accuracy
 OC0350;SPC ME W     -    50,860.      853,180.      MT  (+/- 180 meters Scaled)
 OC0350
 OC0350                          SUPERSEDED SURVEY CONTROL
 OC0350
 OC0350  NGVD 29 (??/??/92)   46.676  (m)          153.14   (f) ADJ UNCH    1 1
 OC0350
 OC0350.Superseded values are not recommended for survey control.
 OC0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0350.See file dsdata.txt to determine how the superseded data were derived.
 OC0350
 OC0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH585944(NAD 83)
 OC0350_MARKER: DB = BENCH MARK DISK
 OC0350_SETTING: 66 = SET IN ROCK OUTCROP
 OC0350_SP_SET: ROCK CUT
 OC0350_STAMPING: N 157 1966
 OC0350_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC0350+STABILITY: POSITION/ELEVATION WELL
 OC0350
 OC0350  HISTORY     - Date     Condition        Report By
 OC0350  HISTORY     - 1966     MONUMENTED       CGS
 OC0350  HISTORY     - 1978     GOOD             DOD
 OC0350  HISTORY     - 19880408 GOOD             USPSQD
 OC0350  HISTORY     - 19890301 GOOD             USPSQD
 OC0350  HISTORY     - 19950910 GOOD             USPSQD
 OC0350
 OC0350                          STATION DESCRIPTION
 OC0350
 OC0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OC0350'0.7 MI S FROM NORTH BERWICK.
 OC0350'ABOUT 0.7 MILE SOUTH ALONG STATE HIGHWAY 4 FROM THE SOUTH
 OC0350'JUNCTION OF STATE HIGHWAY 9 AT NORTH BERWICK, ABOUT 0.3 MILE
 OC0350'SOUTHWEST OF THE CROSSING OF THE BOSTON AND MAINE RAILROAD,
 OC0350'65 FEET EAST OF THE EAST CORNER OF THE STONE FENCE AROUND
 OC0350'THE QUAKER CEMETERY, IN THE TOP OF A ROCK THAT IS ABOUT 20
 OC0350'FEET LONG AND 4 FEET HIGH AND IS PART OF LONG LOW CUT, 31 FEET
 OC0350'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 4 FEET
 OC0350'ABOVE THE LEVEL OF THE HIGHWAY.
 OC0350
 OC0350                          STATION RECOVERY (1978)
 OC0350
 OC0350'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 OC0350'RECOVERED IN GOOD CONDITION.
 OC0350
 OC0350                          STATION RECOVERY (1988)
 OC0350
 OC0350'RECOVERY NOTE BY US POWER SQUADRON 1988 (RSR)
 OC0350'RECOVERED IN GOOD CONDITION.
 OC0350
 OC0350                          STATION RECOVERY (1989)
 OC0350
 OC0350'RECOVERY NOTE BY US POWER SQUADRON 1989 (RH)
 OC0350'RECOVERED IN GOOD CONDITION.
 OC0350
 OC0350                          STATION RECOVERY (1995)
 OC0350
 OC0350'RECOVERY NOTE BY US POWER SQUADRON 1995
 OC0350'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0700 ***********************************************************************
 PE0700  DESIGNATION -  N 158
 PE0700  PID         -  PE0700
 PE0700  STATE/COUNTY-  ME/SOMERSET
 PE0700  USGS QUAD   -  PITTSFIELD (1982)
 PE0700
 PE0700                         *CURRENT SURVEY CONTROL
 PE0700  ___________________________________________________________________
 PE0700* NAD 83(1986)-  44 46 47.     (N)    069 23 05.     (W)     SCALED    
 PE0700* NAVD 88     -        72.786  (meters)     238.80   (feet)  ADJUSTED  
 PE0700  ___________________________________________________________________
 PE0700  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 PE0700  DYNAMIC HT  -          72.783 (meters)     238.79  (feet)  COMP
 PE0700  MODELED GRAV-     980,571.7   (mgal)                       NAVD 88
 PE0700  OBS GRAVITY -     980,572.1   (mgal)                       GRAV_OBS
 PE0700
 PE0700  VERT ORDER  -  FIRST     CLASS I
 PE0700
 PE0700.The horizontal coordinates were scaled from a topographic map and have
 PE0700.an estimated accuracy of +/- 6 seconds.
 PE0700
 PE0700.The orthometric height was determined by differential leveling
 PE0700.and adjusted by the National Geodetic Survey in June 1991..
 PE0700
 PE0700.The geoid height was determined by GEOID03.
 PE0700
 PE0700.The dynamic height is computed by dividing the NAVD 88
 PE0700.geopotential number by the normal gravity value computed on the
 PE0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0700.degrees latitude (g = 980.6199 gals.).
 PE0700
 PE0700.The modeled gravity was interpolated from observed gravity values.
 PE0700.The observed gravity was obtained from relative gravimeter ties
 PE0700.to the IGSN71 gravity network.
 PE0700
 PE0700;                    North         East    Units  Estimated Accuracy
 PE0700;SPC ME W     -   216,550.      961,890.      MT  (+/- 180 meters Scaled)
 PE0700
 PE0700                          SUPERSEDED SURVEY CONTROL
 PE0700
 PE0700  NGVD 29 (??/??/92)   73.000  (m)          239.50   (f) ADJ UNCH    1 1
 PE0700
 PE0700.Superseded values are not recommended for survey control.
 PE0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0700.See file dsdata.txt to determine how the superseded data were derived.
 PE0700
 PE0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK695585(NAD 83)
 PE0700_MARKER: DB = BENCH MARK DISK
 PE0700_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE0700_SP_SET: FOUNDATION
 PE0700_STAMPING: N 158 1966
 PE0700_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0700
 PE0700  HISTORY     - Date     Condition        Report By
 PE0700  HISTORY     - 1966     MONUMENTED       CGS
 PE0700  HISTORY     - 1978     GOOD             DOD
 PE0700  HISTORY     - 1984     GOOD             USPSQD
 PE0700  HISTORY     - 1989     GOOD             USPSQD
 PE0700
 PE0700                          STATION DESCRIPTION
 PE0700
 PE0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE0700'AT PITTSFIELD.
 PE0700'AT PITTSFIELD, ABOUT 0.2 SOUTHWEST ALONG STATE HIGHWAYS
 PE0700'100 AND 11 FROM THE MAINE CENTRAL RAILROAD STATION, ON THE
 PE0700'GROUNDS OF THE MAINE CENTRAL INSTITUTE (A COEDUCATIONAL PREPARATORY
 PE0700'SCHOOL), DIRECTLY IN THE REAR OF THE FIRST BAPTIST CHURCH, SET
 PE0700'VERTICALLY IN THE EAST FACE OF THE NORTHEAST CORNER OF THE
 PE0700'CONCRETE FOUNDATION OF THE ALUMNI HALL, AND ABOUT 0.3 FOOT ABOVE
 PE0700'THE LEVEL OF THE GROUND.
 PE0700
 PE0700                          STATION RECOVERY (1978)
 PE0700
 PE0700'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE0700'RECOVERED IN GOOD CONDITION.
 PE0700
 PE0700                          STATION RECOVERY (1984)
 PE0700
 PE0700'RECOVERY NOTE BY US POWER SQUADRON 1984
 PE0700'RECOVERED IN GOOD CONDITION.
 PE0700
 PE0700                          STATION RECOVERY (1989)
 PE0700
 PE0700'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELG)
 PE0700'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0394 ***********************************************************************
 PE0394  DESIGNATION -  N 159
 PE0394  PID         -  PE0394
 PE0394  STATE/COUNTY-  ME/PENOBSCOT
 PE0394  USGS QUAD   -  BANGOR (1991)
 PE0394
 PE0394                         *CURRENT SURVEY CONTROL
 PE0394  ___________________________________________________________________
 PE0394* NAD 83(1986)-  44 46 27.     (N)    068 45 18.     (W)     SCALED    
 PE0394* NAVD 88     -        41.142  (meters)     134.98   (feet)  ADJUSTED  
 PE0394  ___________________________________________________________________
 PE0394  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 PE0394  DYNAMIC HT  -          41.140 (meters)     134.97  (feet)  COMP
 PE0394  MODELED GRAV-     980,580.4   (mgal)                       NAVD 88
 PE0394  OBS GRAVITY -     980,575.8   (mgal)                       GRAV_OBS
 PE0394
 PE0394  VERT ORDER  -  FIRST     CLASS I
 PE0394
 PE0394.The horizontal coordinates were scaled from a topographic map and have
 PE0394.an estimated accuracy of +/- 6 seconds.
 PE0394
 PE0394.The orthometric height was determined by differential leveling
 PE0394.and adjusted by the National Geodetic Survey in June 1991..
 PE0394
 PE0394.The geoid height was determined by GEOID03.
 PE0394
 PE0394.The dynamic height is computed by dividing the NAVD 88
 PE0394.geopotential number by the normal gravity value computed on the
 PE0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0394.degrees latitude (g = 980.6199 gals.).
 PE0394
 PE0394.The modeled gravity was interpolated from observed gravity values.
 PE0394.The observed gravity was obtained from relative gravimeter ties
 PE0394.to the IGSN71 gravity network.
 PE0394
 PE0394;                    North         East    Units  Estimated Accuracy
 PE0394;SPC ME E     -   123,080.      279,820.      MT  (+/- 180 meters Scaled)
 PE0394
 PE0394                          SUPERSEDED SURVEY CONTROL
 PE0394
 PE0394  NGVD 29 (??/??/92)   41.351  (m)          135.67   (f) ADJ UNCH    1 1
 PE0394
 PE0394.Superseded values are not recommended for survey control.
 PE0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0394.See file dsdata.txt to determine how the superseded data were derived.
 PE0394
 PE0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK193578(NAD 83)
 PE0394_MARKER: DB = BENCH MARK DISK
 PE0394_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE0394_SP_SET: SIGNAL CONCRETE BASE
 PE0394_STAMPING: N 159 1966
 PE0394_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE0394
 PE0394  HISTORY     - Date     Condition        Report By
 PE0394  HISTORY     - 1966     MONUMENTED       CGS
 PE0394  HISTORY     - 1978     GOOD             DMA
 PE0394  HISTORY     - 1988     POOR             USPSQD
 PE0394
 PE0394                          STATION DESCRIPTION
 PE0394
 PE0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE0394'1.5 MI S FROM BREWER.
 PE0394'1.5 MILES SOUTH ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE0394'CROSSING OF WILSON STREET AT BREWER, ABOUT 0.1 MILE NORTH OF
 PE0394'MILEPOST P140/C130, 12 1/2 RAILS SOUTH OF THE SOUTH END OF A
 PE0394'SIDETRACK, IN THE TOP OF A 2 1/2-FOOT SQUARE CONCRETE ABANDONED
 PE0394'SIGNAL BASE, 8.7 FEET WEST OF THE WEST RAIL, AND ABOUT 1 FOOT
 PE0394'ABOVE THE LEVEL OF THE TRACK.
 PE0394
 PE0394                          STATION RECOVERY (1978)
 PE0394
 PE0394'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PE0394'RECOVERED IN GOOD CONDITION.
 PE0394
 PE0394                          STATION RECOVERY (1988)
 PE0394
 PE0394'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE0394'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0558 ***********************************************************************
 OC0558  DESIGNATION -  N 16
 OC0558  PID         -  OC0558
 OC0558  STATE/COUNTY-  ME/OXFORD
 OC0558  USGS QUAD   -  KEZAR FALLS (1989)
 OC0558
 OC0558                         *CURRENT SURVEY CONTROL
 OC0558  ___________________________________________________________________
 OC0558* NAD 83(1986)-  43 48 25.     (N)    070 53 17.     (W)     SCALED    
 OC0558* NAVD 88     -       114.532  (meters)     375.76   (feet)  ADJUSTED  
 OC0558  ___________________________________________________________________
 OC0558  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 OC0558  DYNAMIC HT  -         114.513 (meters)     375.70  (feet)  COMP
 OC0558  MODELED GRAV-     980,451.1   (mgal)                       NAVD 88
 OC0558
 OC0558  VERT ORDER  -  FIRST     CLASS II
 OC0558
 OC0558.The horizontal coordinates were scaled from a topographic map and have
 OC0558.an estimated accuracy of +/- 6 seconds.
 OC0558
 OC0558.The orthometric height was determined by differential leveling
 OC0558.and adjusted by the National Geodetic Survey in June 1991..
 OC0558.WARNING-Repeat measurements at this control monument indicate possible
 OC0558.vertical movement.
 OC0558
 OC0558.The geoid height was determined by GEOID03.
 OC0558
 OC0558.The dynamic height is computed by dividing the NAVD 88
 OC0558.geopotential number by the normal gravity value computed on the
 OC0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0558.degrees latitude (g = 980.6199 gals.).
 OC0558
 OC0558.The modeled gravity was interpolated from observed gravity values.
 OC0558
 OC0558;                    North         East    Units  Estimated Accuracy
 OC0558;SPC ME W     -   108,420.      841,960.      MT  (+/- 180 meters Scaled)
 OC0558
 OC0558                          SUPERSEDED SURVEY CONTROL
 OC0558
 OC0558  NGVD 29 (??/??/92)  114.702  (m)          376.32   (f) ADJ UNCH    1 2
 OC0558
 OC0558.Superseded values are not recommended for survey control.
 OC0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0558.See file dsdata.txt to determine how the superseded data were derived.
 OC0558
 OC0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ481521(NAD 83)
 OC0558_MARKER: DB = BENCH MARK DISK
 OC0558_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC0558_SP_SET: PIER
 OC0558_STAMPING: N 16 1933
 OC0558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC0558
 OC0558  HISTORY     - Date     Condition        Report By
 OC0558  HISTORY     - 1933     MONUMENTED       CGS
 OC0558  HISTORY     - 1955     GOOD             NGS
 OC0558  HISTORY     - 1975     GOOD             NGS
 OC0558  HISTORY     - 20040424 MARK NOT FOUND   GEOCAC
 OC0558
 OC0558                          STATION DESCRIPTION
 OC0558
 OC0558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 OC0558'AT KEZAR FALLS.
 OC0558'AT KEZAR FALLS, ABOUT 0.1 MILE NORTHWEST ALONG STATE HIGHWAY 25
 OC0558'FROM KEZAR FALLS NATIONAL BANK, AT HIGHWAY BRIDGE OVER OSSIPEE
 OC0558'RIVER AND THE OXFORD-YORK COUNTY LINE, IN THE TOP OF CONCRETE
 OC0558'BANISTER AND DIRECTLY OVER THE NORTHWEST PIER OF BRIDGE, 40
 OC0558'FEET SOUTHEAST OF NORTHWEST END OF BRIDGE, 15 1/2 FEET NORTHEAST
 OC0558'OF CENTER LINE OF BRIDGE FLOOR AND ABOUT 4 1/2 FEET ABOVE LEVEL
 OC0558'OF BRIDGE FLOOR.
 OC0558
 OC0558                          STATION RECOVERY (1975)
 OC0558
 OC0558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 OC0558'RECOVERED IN GOOD CONDITION.
 OC0558
 OC0558                          STATION RECOVERY (2004)
 OC0558
 OC0558'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 OC0558'THIS BRIDGE WAS TORN DOWN IN 2002-2003 AND REPLACED WITH A NEW ONE
 OC0558'SLIGHTLY TO THE WEST. I HAVE CHECKED THE NEW BRIDGE OVER AND DO NOT
 OC0558'THINK THE DISC WAS MOVED OR RESET. IT IS MOST LIKELY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1448 ***********************************************************************
 QG1448  DESIGNATION -  N 16 MC=KATAHDIN
 QG1448  PID         -  QG1448
 QG1448  STATE/COUNTY-  ME/PISCATAQUIS
 QG1448  USGS QUAD   -  MOUNT KATAHDIN (1997)
 QG1448
 QG1448                         *CURRENT SURVEY CONTROL
 QG1448  ___________________________________________________________________
 QG1448* NAD 83(1996)-  45 54 15.67266(N)    068 55 16.58180(W)     ADJUSTED  
 QG1448* NAVD 88     -      1605.16   (+/-2cm)    5266.3    (feet)  VERTCON   
 QG1448  ___________________________________________________________________
 QG1448  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 QG1448  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 QG1448
 QG1448  HORZ ORDER  -  FIRST
 QG1448  VERT ORDER  -  THIRD ? (See Below)
 QG1448
 QG1448.The horizontal coordinates were established by classical geodetic methods
 QG1448.and adjusted by the National Geodetic Survey in March 1998..
 QG1448
 QG1448.The NAVD 88 height was computed by applying the VERTCON shift value to
 QG1448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QG1448.The vertical order pertains to the NGVD 29 superseded value.
 QG1448
 QG1448.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1448
 QG1448.The geoid height was determined by GEOID03.
 QG1448
 QG1448;                    North         East     Units Scale Factor Converg.
 QG1448;SPC ME E     -   248,730.176   267,313.920   MT  0.99991313   -0 18 09.2
 QG1448;UTM  19      - 5,083,423.614   506,106.530   MT  0.99960046   +0 03 23.5
 QG1448
 QG1448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1448!SPC ME E     -   0.99975216  x   0.99991313  =   0.99966531
 QG1448!UTM  19      -   0.99975216  x   0.99960046  =   0.99935272
 QG1448
 QG1448|---------------------------------------------------------------------|
 QG1448| PID    Reference Object                     Distance      Geod. Az  |
 QG1448|                                                           dddmmss.s |
 QG1448| CE8902 KATAHDIN RM 1                        11.272 METERS 21353     |
 QG1448| CE8900 KATAHDIN AZ MK                                     2295324.0 |
 QG1448| QG1449 KATAHDIN USGS 1941 RM 1               8.043 METERS 28759     |
 QG1448|---------------------------------------------------------------------|
 QG1448
 QG1448                          SUPERSEDED SURVEY CONTROL
 QG1448
 QG1448  NAD 83(1992)-  45 54 15.67132(N)    068 55 16.57559(W) AD(       ) 1
 QG1448  NAD 83(1986)-  45 54 15.67568(N)    068 55 16.58769(W) AD(       ) 1
 QG1448  NAD 27      -  45 54 15.50400(N)    068 55 18.42200(W) AD(       ) 1
 QG1448  NGVD 29 (07/19/86) 1605.29   (m)         5266.7    (f) LEVELING    3  
 QG1448
 QG1448.Superseded values are not recommended for survey control.
 QG1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1448.See file dsdata.txt to determine how the superseded data were derived.
 QG1448
 QG1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL0610783424(NAD 83)
 QG1448
 QG1448  HISTORY     - Date     Condition        Report By
 QG1448  HISTORY     - 1941     MONUMENTED       CGS
 QG1448  HISTORY     - 1955     SEE DESCRIPTION  CGS
 QG1448
 QG1448                          STATION DESCRIPTION
 QG1448
 QG1448'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 QG1448'STATION IS ABOUT 18.5 MILES NNW OF MILLINOCKET, 23 MILES W BY S
 QG1448'OF PATTEN, AND 40 MILES N BY W OF BROWNVILLE, ON THE HIGHEST
 QG1448'POINT OF MOUNT KATAHDIN ON A BARE ROCKY PEAK KNOWN AS MONUMENT
 QG1448'OR BAXTER PEAK, AND ON LAND OWNED BY THE STATE GAME PRESERVE.  IT
 QG1448'IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK SET IN
 QG1448'BEDROCK ABOUT 1.5 BY 4 FEET IN DIAMETER AND PROJECTS ABOUT 8
 QG1448'INCHES.  THE DISK IS STAMPED N-16, 1927 M.C.
 QG1448'
 QG1448'REFERENCE MARK NO. 1 IS A STANDARD U.S.C. AND G.S. BRONZE DISK
 QG1448'WEDGED IN A DRILL HOLE IN A BOULDER ABOUT 6 BY 8 FEET IN DIAMETER
 QG1448'AND PROJECTS ABOUT 3 FEET.  THE DISK IS STAMPED KATAHDIN (USGS)
 QG1448'NO. 1 1941.
 QG1448'
 QG1448'REFERENCE MARK NO. 2 IS A STANDARD U.S.C. AND G.S. BRONZE DISK
 QG1448'WEDGED IN A DRILL HOLE IN A BOULDER, ABOUT 5 BY 6 FEET IN DIAMETER
 QG1448'AND PROJECTS ABOUT 3 FEET AND ABOUT 4 FEET LOWER IN ELEVATION
 QG1448'THAN THE STATION.  THE DISK IS STAMPED KATAHDIN (USGS) 1941 NO. 2.
 QG1448'
 QG1448'AZIMUTH MARK IS 0.6 MILE S OF THE STATION, 15 FEET E OF THE
 QG1448'WHITE TRAIL LEADING UP TO THE SUMMIT, AT A POINT WHERE THE
 QG1448'TRAIL MAKES A LEFT TURN.  IT IS A STANDARD U.S.C. AND G.S. BRONZE
 QG1448'DISK SET IN A DRILL HOLE IN BEDROCK ABOUT 2 BY 4 FEET IN DIAMETER
 QG1448'AND PROJECTS 8 INCHES.  THE DISK IS STAMPED KATAHDIN (USGS) 1941.
 QG1448'
 QG1448'TO REACH THE STATION FROM THE BANGOR AND AROOSTOOK RAILROAD
 QG1448'STATION IN MILLINOCKET, BY GOING N ON THE MACADAM ROAD FOR 8.6
 QG1448'MILES TO THE MILLINOCKET LAKE CAMP, CONTINUE ON GRAVEL ROAD
 QG1448'IN A NORTHERLY DIRECTION FOR 7.4 MILES TO A Y, TAKE LEFT FORK AND
 QG1448'CONTINUE ON MAIN-TRAVELED ROAD FOR 9.4 MILES TO PARKING GROUNDS
 QG1448'AND CAMP SITE, NEAR A BROOK AND LOG BRIDGE AND ABOUT 200 YARDS
 QG1448'BEYOND A SIGN MARKING THE BEGINNING OF THE HUNT TRAIL.  TRUCK
 QG1448'TRAVEL STOPS HERE.  TURN RIGHT AFTER CROSSING THE STREAM AND
 QG1448'FOLLOW THE NEW TRAIL UP THE E SIDE OF THE STREAM FOR ABOUT
 QG1448'1.0 MILE TO A LOG BRIDGE, CROSS THE STREAM AND TURN LEFT
 QG1448'FOLLOWING THE MAIN BLAZED TRAIL TO THE TOP OF MOUNT KATAHDIN
 QG1448'AND STATION.  THE DISTANCE OF THE PACK IS 5.2 MILES,
 QG1448'TIME REQUIRED ABOUT 4 HOURS WITH A PACK.
 QG1448'
 QG1448'A 4-FOOT STAND REQUIRED TO CLEAR ALL LINES.
 QG1448
 QG1448                          STATION RECOVERY (1955)
 QG1448
 QG1448'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WRH)
 QG1448'STATION RECOVERED AS DESCRIBED AND ALL MARKS BUT THE STATION MARK
 QG1448'ARE IN GOOD CONDITION.  THE STATION MARK APPEARS TO HAVE MOVED IN
 QG1448'A SOUTHERLY DIRECTION ABOUT 0.2 METERS.  THE ROCK IT IS SET IN IS
 QG1448'VERY HEAVY AND WEDGED BETWEEN OUTCROPPING BEDROCK.  THE CHIMNEY
 QG1448'POND TRAIL WAS USED TO REACH THE STATION.  IT IS THE BEST WAY
 QG1448'WITH A HEAVY LOAD AND ALSO TWO BURROS ARE AVAILABLE TO CARRY THE
 QG1448'LOAD ABOUT 2/3 OF THE WAY UP.  CONTACT ROARING BROOK RANGER
 QG1448'STATION FOR INFORMATION ABOUT THE TRAIL AND THE BURROS.  A
 QG1448'COMPLETE DESCRIPTION FOLLOWS.
 QG1448'
 QG1448'STATION IS LOCATED, AIRLINE, ABOUT 23 MILES WEST SOUTHWEST OF
 QG1448'PATTEN, 19-1/2 MILES NORTH NORTHWEST OF MILLINOCKET, IN BAXTER
 QG1448'STATE PARK, ON THE HIGHEST POINT OF MOUNT KATAHDIN WHICH IS
 QG1448'KNOWN AS BAXTER PEAK.
 QG1448'
 QG1448'STATION IS REACHED AS FOLLOWS--FROM THE U.S. POST OFFICE IN
 QG1448'KOKADJO, GO NORTHEAST FOR 0.3 MILE.  TAKE THE LEFT FORK AND GO
 QG1448'23.3 MILES TO THE FORK AT RIPOGENUS DAM.  TURN RIGHT AND GO 0.9
 QG1448'MILE TO A FORK.  TAKE THE RIGHT FORK AND GO 20.7 MILES TO A REVERSE
 QG1448'FORK.  CONTINUE STRAIGHT AHEAD FOR 3.3 MILES TO A FORK.  TAKE
 QG1448'THE LEFT FORK AS PER SIGN ROARING BROOK AND GO 9.0 MILES TO THE
 QG1448'END OF THE ROAD AND THE ROARING BROOK RANGER STATION.  THE TRAIL
 QG1448'STARTS IN FRONT OF THE RANGER STATION.  THE TRAIL IS 3.3 MILES TO
 QG1448'THE CAMP AT CHIMNEY POND.  FROM CHIMNEY POND THE TRAIL LEADS TO
 QG1448'THE RIGHT TO A SADDLE AND THEN LEFT TO BAXTER PEAK AND THE
 QG1448'STATION.  FROM CHIMNEY POND IT IS 2.2 MILES TO THE STATION BY
 QG1448'TRAIL.
 QG1448'
 QG1448'STATION MARK, STAMPED 5267 N 16 1927 MC, IS A USGS SURVEY AND
 QG1448'STATE SURVEY DISK CEMENTED IN A DRILL HOLE IN A BOULDER 4 FEET
 QG1448'LONG AND 18 INCHES WIDE, PROJECTING 8 INCHES AND WEDGED IN
 QG1448'OUTCROPPING BEDROCK.  IT IS 44.9 FEET SOUTHEAST OF A 4 FOOT CAIRN.
 QG1448'
 QG1448'REFERENCE MARK NUMBER 1, STAMPED KATAHDIN USGS NO 1 1941, IS A
 QG1448'STANDARD USC AND GS DISK CEMENTED IN A DRILL HOLE IN A BOULDER 4
 QG1448'FEET SQUARE, PROJECTING 2 FEET AND 1 FOOT HIGHER THAN THE
 QG1448'STATION.  IT IS 20.0 FEET SOUTHEAST OF THE CAIRN.
 QG1448'
 QG1448'REFERENCE MARK NUMBER 2, STAMPED KATAHDIN USGS NO 2 1941, IS A
 QG1448'STANDARD USC AND GS DISK CEMENTED IN A DRILL HOLE IN A BOULDER 3 BY
 QG1448'4 FEET, PROJECTING 3 FEET AND 5 FEET LOWER THAN THE STATION.
 QG1448'
 QG1448'AZIMUTH MARK, STAMPED KATAHDIN USGS 1941, IS A STANDARD USC AND
 QG1448'GS DISK CEMENTED IN A DRILL HOLE IN A BOULDER 2 BY 4 FEET AND
 QG1448'PROJECTING 8 INCHES.  TO REACH FROM THE STATION, GO SOUTHWEST
 QG1448'DOWN THE HUNT TRAIL FOR ABOUT 0.6 MILE TO WHERE THE TRAIL MAKES
 QG1448'A BEND TO THE WEST.  THE AZIMUTH MARK IS AT THIS POINT 2 FEET
 QG1448'EAST OF THE TRAIL.
 QG1448'
 QG1448'BAXTER PEAK CAIRN IS 4 FEET HIGH AND 4 FEET WIDE.  IT SITS ON
 QG1448'A LARGE BOULDER 10 FEET SQUARE AND 3 FEET HIGH AND IS THE HIGHEST
 QG1448'BOULDER ON THE SUMMIT.
 QG1448'
 QG1448'OFFICE NOTE--OFFICE COMPUTATION VERIFY THAT STATION HAS BEEN
 QG1448'MOVED, A NEW POSITION IS BEING LISTED AS KATAHDIN 2 (USGS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0711 ***********************************************************************
 PE0711  DESIGNATION -  N 160
 PE0711  PID         -  PE0711
 PE0711  STATE/COUNTY-  ME/SOMERSET
 PE0711  USGS QUAD   -  NEWPORT (1982)
 PE0711
 PE0711                         *CURRENT SURVEY CONTROL
 PE0711  ___________________________________________________________________
 PE0711* NAD 83(1986)-  44 48 25.     (N)    069 18 34.     (W)     SCALED    
 PE0711* NAVD 88     -        67.579  (meters)     221.72   (feet)  ADJUSTED  
 PE0711  ___________________________________________________________________
 PE0711  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 PE0711  DYNAMIC HT  -          67.576 (meters)     221.71  (feet)  COMP
 PE0711  MODELED GRAV-     980,573.4   (mgal)                       NAVD 88
 PE0711
 PE0711  VERT ORDER  -  FIRST     CLASS I
 PE0711
 PE0711.The horizontal coordinates were scaled from a topographic map and have
 PE0711.an estimated accuracy of +/- 6 seconds.
 PE0711
 PE0711.The orthometric height was determined by differential leveling
 PE0711.and adjusted by the National Geodetic Survey in June 1991..
 PE0711
 PE0711.The geoid height was determined by GEOID03.
 PE0711
 PE0711.The dynamic height is computed by dividing the NAVD 88
 PE0711.geopotential number by the normal gravity value computed on the
 PE0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0711.degrees latitude (g = 980.6199 gals.).
 PE0711
 PE0711.The modeled gravity was interpolated from observed gravity values.
 PE0711
 PE0711;                    North         East    Units  Estimated Accuracy
 PE0711;SPC ME W     -   219,640.      967,810.      MT  (+/- 180 meters Scaled)
 PE0711
 PE0711                          SUPERSEDED SURVEY CONTROL
 PE0711
 PE0711  NGVD 29 (??/??/92)   67.797  (m)          222.43   (f) ADJ UNCH    1 1
 PE0711
 PE0711.Superseded values are not recommended for survey control.
 PE0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0711.See file dsdata.txt to determine how the superseded data were derived.
 PE0711
 PE0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK755615(NAD 83)
 PE0711_MARKER: DB = BENCH MARK DISK
 PE0711_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PE0711_SP_SET: 20.2 FEET
 PE0711_STAMPING: N 160 1966
 PE0711_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0711
 PE0711  HISTORY     - Date     Condition        Report By
 PE0711  HISTORY     - 1966     MONUMENTED       CGS
 PE0711  HISTORY     - 1979     MARK NOT FOUND   USGS
 PE0711
 PE0711                          STATION DESCRIPTION
 PE0711
 PE0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE0711'2.7 MI SW FROM NEWPORT.
 PE0711'2.7 MILES SOUTHWEST ALONG STATE HIGHWAY 100 AND 11 FROM THE
 PE0711'POST OFFICE AT NEWPORT, ON THE OUTSIDE OF A LONG CURVE WITH
 PE0711'TANGENTS EXTENDING WEST AND NORTHEAST, 260 FEET SOUTHWEST OF
 PE0711'THE CENTER OF THE JUNCTION OF THE NORTHEAST LEG OF STATE HIGHWAY
 PE0711'220, 21 FEET SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY 220,
 PE0711'12 FEET SOUTHWEST OF THE SOUTHEAST END OF A 18-INCH PIPE CULVERT
 PE0711'UNDER STATE HIGHWAY 220, 14 FEET EAST OF A 24-INCH ELM TREE, 0.9
 PE0711'FOOT SOUTHEAST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE
 PE0711'LEVEL OF THE HIGHWAY, AND IS A DISK ON TOP OF A COPPER COATED
 PE0711'STEEL ROD PROJECTING 0.4 FOOT AND PROTECTED BY A 5-INCH IRON
 PE0711'PIPE PROJECTING 0.5 FOOT.  THE ROD WAS DRIVEN TO REFUSAL AT A
 PE0711'DEPTH OF 20.2 FEET.
 PE0711
 PE0711                          STATION RECOVERY (1979)
 PE0711
 PE0711'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PE0711'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0226 ***********************************************************************
 OC0226  DESIGNATION -  N 161
 OC0226  PID         -  OC0226
 OC0226  STATE/COUNTY-  ME/YORK
 OC0226  USGS QUAD   -  BIDDEFORD (1975)
 OC0226
 OC0226                         *CURRENT SURVEY CONTROL
 OC0226  ___________________________________________________________________
 OC0226* NAD 83(1986)-  43 27 39.     (N)    070 29 31.     (W)     SCALED    
 OC0226* NAVD 88     -        36.657  (meters)     120.27   (feet)  ADJUSTED  
 OC0226  ___________________________________________________________________
 OC0226  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 OC0226  DYNAMIC HT  -          36.652 (meters)     120.25  (feet)  COMP
 OC0226  MODELED GRAV-     980,482.0   (mgal)                       NAVD 88
 OC0226
 OC0226  VERT ORDER  -  FIRST     CLASS I
 OC0226
 OC0226.The horizontal coordinates were scaled from a topographic map and have
 OC0226.an estimated accuracy of +/- 6 seconds.
 OC0226
 OC0226.The orthometric height was determined by differential leveling
 OC0226.and adjusted by the National Geodetic Survey in June 1991..
 OC0226
 OC0226.The geoid height was determined by GEOID03.
 OC0226
 OC0226.The dynamic height is computed by dividing the NAVD 88
 OC0226.geopotential number by the normal gravity value computed on the
 OC0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0226.degrees latitude (g = 980.6199 gals.).
 OC0226
 OC0226.The modeled gravity was interpolated from observed gravity values.
 OC0226
 OC0226;                    North         East    Units  Estimated Accuracy
 OC0226;SPC ME W     -    69,760.      873,680.      MT  (+/- 180 meters Scaled)
 OC0226
 OC0226                          SUPERSEDED SURVEY CONTROL
 OC0226
 OC0226  NGVD 29 (??/??/92)   36.881  (m)          121.00   (f) ADJ UNCH    1 1
 OC0226
 OC0226.Superseded values are not recommended for survey control.
 OC0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0226.See file dsdata.txt to determine how the superseded data were derived.
 OC0226
 OC0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ793130(NAD 83)
 OC0226_MARKER: DB = BENCH MARK DISK
 OC0226_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OC0226_SP_SET: CULVERT
 OC0226_STAMPING: N 161 1966
 OC0226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC0226
 OC0226  HISTORY     - Date     Condition        Report By
 OC0226  HISTORY     - 1966     MONUMENTED       CGS
 OC0226  HISTORY     - 1978     GOOD             DOD
 OC0226
 OC0226                          STATION DESCRIPTION
 OC0226
 OC0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OC0226'1.7 MI SW FROM BIDDEFORD.
 OC0226'ABOUT 1.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE
 OC0226'INTERSECTION OF STATE HIGHWAY 111 AT BIDDEFORD, 0.35 MILE
 OC0226'NORTHEAST OF THE NORTHEAST END OF HIGHWAY OVERPASS OVER THE
 OC0226'BOSTON AND MAINE RAILROAD, IN THE TOP OF THE SOUTHWEST END OF
 OC0226'THE SOUTHEAST CONCRETE HEAD WALL FOR A 5- FOOT BOX CULVERT OVER
 OC0226'RICHARDSON BROOK, 27.0 FEET SOUTHEAST OF THE CENTER LINE OF THE
 OC0226'HIGHWAY, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 OC0226
 OC0226                          STATION RECOVERY (1978)
 OC0226
 OC0226'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 OC0226'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0086 ***********************************************************************
 OC0086  DESIGNATION -  N 162
 OC0086  PID         -  OC0086
 OC0086  STATE/COUNTY-  ME/CUMBERLAND
 OC0086  USGS QUAD   -  PROUTS NECK (1978)
 OC0086
 OC0086                         *CURRENT SURVEY CONTROL
 OC0086  ___________________________________________________________________
 OC0086* NAD 83(1986)-  43 34 44.     (N)    070 19 18.     (W)     SCALED    
 OC0086* NAVD 88     -        10.516  (meters)      34.50   (feet)  ADJUSTED  
 OC0086  ___________________________________________________________________
 OC0086  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 OC0086  DYNAMIC HT  -          10.515 (meters)      34.50  (feet)  COMP
 OC0086  MODELED GRAV-     980,500.7   (mgal)                       NAVD 88
 OC0086
 OC0086  VERT ORDER  -  FIRST     CLASS I
 OC0086
 OC0086.The horizontal coordinates were scaled from a topographic map and have
 OC0086.an estimated accuracy of +/- 6 seconds.
 OC0086
 OC0086.The orthometric height was determined by differential leveling
 OC0086.and adjusted by the National Geodetic Survey in June 1991..
 OC0086
 OC0086.The geoid height was determined by GEOID03.
 OC0086
 OC0086.The dynamic height is computed by dividing the NAVD 88
 OC0086.geopotential number by the normal gravity value computed on the
 OC0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0086.degrees latitude (g = 980.6199 gals.).
 OC0086
 OC0086.The modeled gravity was interpolated from observed gravity values.
 OC0086
 OC0086;                    North         East    Units  Estimated Accuracy
 OC0086;SPC ME W     -    82,840.      887,480.      MT  (+/- 180 meters Scaled)
 OC0086
 OC0086                          SUPERSEDED SURVEY CONTROL
 OC0086
 OC0086  NGVD 29 (??/??/92)   10.743  (m)           35.25   (f) ADJ UNCH    1 1
 OC0086
 OC0086.Superseded values are not recommended for survey control.
 OC0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0086.See file dsdata.txt to determine how the superseded data were derived.
 OC0086
 OC0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ932259(NAD 83)
 OC0086_MARKER: DB = BENCH MARK DISK
 OC0086_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC0086_SP_SET: ABUTMENT
 OC0086_STAMPING: N 162 1966
 OC0086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC0086
 OC0086  HISTORY     - Date     Condition        Report By
 OC0086  HISTORY     - 1966     MONUMENTED       CGS
 OC0086  HISTORY     - 1978     GOOD             DOD
 OC0086  HISTORY     - 1987     GOOD             USPSQD
 OC0086  HISTORY     - 1988     GOOD             USPSQD
 OC0086
 OC0086                          STATION DESCRIPTION
 OC0086
 OC0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OC0086'1.2 MI SE FROM SCARBOROUGH.
 OC0086'ABOUT 0.1 MILE EAST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE
 OC0086'AT SCARBOROUGH, THENCE ABOUT 1.15 MILE SOUTHEAST ALONG STATE
 OC0086'HIGHWAY 207, AT THE OVERPASS WHERE THE HIGHWAY CROSSES OVER THE
 OC0086'BOSTON AND MAINE RAILROAD, IN THE TOP OF THE NORTHEAST END
 OC0086'OF THE NORTHWEST CONCRETE ABUTMENT OF THE OVERPASS, 20.0 FEET
 OC0086'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 1 FOOT
 OC0086'ABOVE THE LEVEL OF THE HIGHWAY.
 OC0086
 OC0086                          STATION RECOVERY (1978)
 OC0086
 OC0086'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 OC0086'RECOVERED IN GOOD CONDITION.
 OC0086
 OC0086                          STATION RECOVERY (1987)
 OC0086
 OC0086'RECOVERY NOTE BY US POWER SQUADRON 1987 (DWH)
 OC0086'RECOVERED IN GOOD CONDITION.
 OC0086
 OC0086                          STATION RECOVERY (1988)
 OC0086
 OC0086'RECOVERY NOTE BY US POWER SQUADRON 1988 (DWH)
 OC0086'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0093 ***********************************************************************
 PF0093  DESIGNATION -  N 164
 PF0093  PID         -  PF0093
 PF0093  STATE/COUNTY-  ME/ANDROSCOGGIN
 PF0093  USGS QUAD   -  LEWISTON (1979)
 PF0093
 PF0093                         *CURRENT SURVEY CONTROL
 PF0093  ___________________________________________________________________
 PF0093* NAD 83(1986)-  44 04 01.     (N)    070 14 27.     (W)     SCALED    
 PF0093* NAVD 88     -        62.236  (meters)     204.19   (feet)  ADJUSTED  
 PF0093  ___________________________________________________________________
 PF0093  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 PF0093  DYNAMIC HT  -          62.229 (meters)     204.16  (feet)  COMP
 PF0093  MODELED GRAV-     980,505.3   (mgal)                       NAVD 88
 PF0093
 PF0093  VERT ORDER  -  FIRST     CLASS I
 PF0093
 PF0093.The horizontal coordinates were scaled from a topographic map and have
 PF0093.an estimated accuracy of +/- 6 seconds.
 PF0093
 PF0093.The orthometric height was determined by differential leveling
 PF0093.and adjusted by the National Geodetic Survey in June 1991..
 PF0093
 PF0093.The geoid height was determined by GEOID03.
 PF0093
 PF0093.The dynamic height is computed by dividing the NAVD 88
 PF0093.geopotential number by the normal gravity value computed on the
 PF0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0093.degrees latitude (g = 980.6199 gals.).
 PF0093
 PF0093.The modeled gravity was interpolated from observed gravity values.
 PF0093
 PF0093;                    North         East    Units  Estimated Accuracy
 PF0093;SPC ME W     -   137,050.      894,060.      MT  (+/- 180 meters Scaled)
 PF0093
 PF0093                          SUPERSEDED SURVEY CONTROL
 PF0093
 PF0093  NGVD 29 (??/??/92)   62.426  (m)          204.81   (f) ADJ UNCH    1 1
 PF0093
 PF0093.Superseded values are not recommended for survey control.
 PF0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0093.See file dsdata.txt to determine how the superseded data were derived.
 PF0093
 PF0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ006800(NAD 83)
 PF0093_MARKER: DB = BENCH MARK DISK
 PF0093_SETTING: 66 = SET IN ROCK OUTCROP
 PF0093_SP_SET: BEDROCK
 PF0093_STAMPING: N 164 1966
 PF0093_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PF0093+STABILITY: POSITION/ELEVATION WELL
 PF0093
 PF0093  HISTORY     - Date     Condition        Report By
 PF0093  HISTORY     - 1966     MONUMENTED       CGS
 PF0093  HISTORY     - 1978     GOOD             DOD
 PF0093
 PF0093                          STATION DESCRIPTION
 PF0093
 PF0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PF0093'2.2 MI SW FROM AUBURN.
 PF0093'ABOUT 2.25 MILES SOUTHWEST ALONG THE MAINE CENTRAL RAILROAD
 PF0093'FROM THE CROSSING OF COURT STREET AT AUBURN, 23.0 FEET NORTHEAST
 PF0093'OF THE NORTHEAST CORNER OF MILEPOST P 34-V 220 WITH BENCH MARK
 PF0093'204 (U.S.G.S.) DESCRIBED, IN THE TOP OF AND NEAR THE WEST
 PF0093'EDGE OF A SLOPING BEDROCK THAT THE EXPOSED PORTION IS ABOUT
 PF0093'28-BY-30-FOOT, 10 FEET SOUTH OF THE NORTH EDGE OF THE ROCK,
 PF0093'3 FEET EAST OF THE WEST EDGE OF THE ROCK, 24.0 FEET EAST OF THE
 PF0093'EAST RAIL, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK.
 PF0093
 PF0093                          STATION RECOVERY (1978)
 PF0093
 PF0093'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PF0093'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1425 ***********************************************************************
 PE1425  DESIGNATION -  N 165
 PE1425  PID         -  PE1425
 PE1425  STATE/COUNTY-  ME/KENNEBEC
 PE1425  USGS QUAD   -  ROME (1982)
 PE1425
 PE1425                         *CURRENT SURVEY CONTROL
 PE1425  ___________________________________________________________________
 PE1425* NAD 83(1986)-  44 30 34.     (N)    069 46 24.     (W)     SCALED    
 PE1425* NAVD 88     -        84.454  (meters)     277.08   (feet)  ADJUSTED  
 PE1425  ___________________________________________________________________
 PE1425  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 PE1425  DYNAMIC HT  -          84.447 (meters)     277.06  (feet)  COMP
 PE1425  MODELED GRAV-     980,537.4   (mgal)                       NAVD 88
 PE1425  OBS GRAVITY -     980,542.0   (mgal)                       GRAV_OBS
 PE1425
 PE1425  VERT ORDER  -  FIRST     CLASS I
 PE1425
 PE1425.The horizontal coordinates were scaled from a topographic map and have
 PE1425.an estimated accuracy of +/- 6 seconds.
 PE1425
 PE1425.The orthometric height was determined by differential leveling
 PE1425.and adjusted by the National Geodetic Survey in June 1991..
 PE1425
 PE1425.The geoid height was determined by GEOID03.
 PE1425
 PE1425.The dynamic height is computed by dividing the NAVD 88
 PE1425.geopotential number by the normal gravity value computed on the
 PE1425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1425.degrees latitude (g = 980.6199 gals.).
 PE1425
 PE1425.The modeled gravity was interpolated from observed gravity values.
 PE1425.The observed gravity was obtained from relative gravimeter ties
 PE1425.to the IGSN71 gravity network.
 PE1425
 PE1425;                    North         East    Units  Estimated Accuracy
 PE1425;SPC ME W     -   186,300.      931,280.      MT  (+/- 180 meters Scaled)
 PE1425
 PE1425                          SUPERSEDED SURVEY CONTROL
 PE1425
 PE1425  NGVD 29 (??/??/92)   84.644  (m)          277.70   (f) ADJ UNCH    1 1
 PE1425
 PE1425.Superseded values are not recommended for survey control.
 PE1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1425.See file dsdata.txt to determine how the superseded data were derived.
 PE1425
 PE1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK385287(NAD 83)
 PE1425_MARKER: DB = BENCH MARK DISK
 PE1425_SETTING: 80 = SET IN A BOULDER
 PE1425_SP_SET: BOULDER
 PE1425_STAMPING: N 165 1966
 PE1425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1425+STABILITY: SURFACE MOTION
 PE1425
 PE1425  HISTORY     - Date     Condition        Report By
 PE1425  HISTORY     - 1966     MONUMENTED       CGS
 PE1425  HISTORY     - 1978     GOOD             DOD
 PE1425
 PE1425                          STATION DESCRIPTION
 PE1425
 PE1425'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE1425'3.8 MI SW FROM OAKLAND.
 PE1425'ABOUT 3.75 MILES SOUTHWEST ALONG THE MAINE CENTRAL RAILROAD
 PE1425'FROM THE POST OFFICE AT OAKLAND, ABOUT 0.35 MILE NORTHEAST OF
 PE1425'MILEPOST P 75/V179, ABOUT 130 YARDS SOUTHWEST OF A GRADED
 PE1425'ROAD CROSSING, NEAR THE CROSSING OF EAST-WEST TELEPHONE LINE,
 PE1425'IN THE TOP OF A 2-BY-4-FOOT EMBEDDED BOULDER WHICH IS PART OF THE
 PE1425'SOUTHEAST BANK OF A RAILROAD CUT, 97.0 FEET SOUTHEAST OF THE
 PE1425'SOUTHEAST RAIL OF THE MAIN TRACK, 99.0 FEET SOUTH OF A
 PE1425'TELEPHONE POLE IN THE EAST-WEST LINE, 61 FEET SOUTHEAST OF A
 PE1425'RIGHT-OF-WAY FENCE, AND ABOUT 14 FEET ABOVE THE LEVEL OF THE
 PE1425'TRACK.
 PE1425
 PE1425                          STATION RECOVERY (1978)
 PE1425
 PE1425'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE1425'THE MARK IS 99 YARDS SOUTHWEST OF A GRADED ROAD CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0127 ***********************************************************************
 PF0127  DESIGNATION -  N 166
 PF0127  PID         -  PF0127
 PF0127  STATE/COUNTY-  ME/KENNEBEC
 PF0127  USGS QUAD   -  MONMOUTH (1979)
 PF0127
 PF0127                         *CURRENT SURVEY CONTROL
 PF0127  ___________________________________________________________________
 PF0127* NAD 83(1986)-  44 14 18.     (N)    070 02 09.     (W)     SCALED    
 PF0127* NAVD 88     -        82.045  (meters)     269.18   (feet)  ADJUSTED  
 PF0127  ___________________________________________________________________
 PF0127  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 PF0127  DYNAMIC HT  -          82.037 (meters)     269.15  (feet)  COMP
 PF0127  MODELED GRAV-     980,519.6   (mgal)                       NAVD 88
 PF0127  OBS GRAVITY -     980,521.8   (mgal)                       GRAV_OBS
 PF0127
 PF0127  VERT ORDER  -  FIRST     CLASS I
 PF0127
 PF0127.The horizontal coordinates were scaled from a topographic map and have
 PF0127.an estimated accuracy of +/- 6 seconds.
 PF0127
 PF0127.The orthometric height was determined by differential leveling
 PF0127.and adjusted by the National Geodetic Survey in June 1991..
 PF0127
 PF0127.The geoid height was determined by GEOID03.
 PF0127
 PF0127.The dynamic height is computed by dividing the NAVD 88
 PF0127.geopotential number by the normal gravity value computed on the
 PF0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0127.degrees latitude (g = 980.6199 gals.).
 PF0127
 PF0127.The modeled gravity was interpolated from observed gravity values.
 PF0127.The observed gravity was obtained from relative gravimeter ties
 PF0127.to the IGSN71 gravity network.
 PF0127
 PF0127;                    North         East    Units  Estimated Accuracy
 PF0127;SPC ME W     -   156,100.      910,450.      MT  (+/- 180 meters Scaled)
 PF0127
 PF0127                          SUPERSEDED SURVEY CONTROL
 PF0127
 PF0127  NGVD 29 (??/??/92)   82.232  (m)          269.79   (f) ADJ UNCH    1 1
 PF0127
 PF0127.Superseded values are not recommended for survey control.
 PF0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0127.See file dsdata.txt to determine how the superseded data were derived.
 PF0127
 PF0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ172988(NAD 83)
 PF0127_MARKER: DB = BENCH MARK DISK
 PF0127_SETTING: 80 = SET IN A BOULDER
 PF0127_SP_SET: BOULDER
 PF0127_STAMPING: N 166 1966
 PF0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0127+STABILITY: SURFACE MOTION
 PF0127
 PF0127  HISTORY     - Date     Condition        Report By
 PF0127  HISTORY     - 1966     MONUMENTED       CGS
 PF0127  HISTORY     - 1978     GOOD             DOD
 PF0127
 PF0127                          STATION DESCRIPTION
 PF0127
 PF0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PF0127'AT MONMOUTH.
 PF0127'AT MONMOUTH, ALONG THE MAINE CENTRAL RAILROAD, ABOUT 0.1 MILE
 PF0127'EAST OF MILEPOST P51/V203, ABOUT 100 YARDS EAST OF THE CROSSING
 PF0127'OF STATE HIGHWAY 132, IN THE TOP OF A 4-BY-8-FOOT EMBEDDED
 PF0127'BOULDER, 14.0 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK,
 PF0127'12 FEET EAST-SOUTHEAST OF A SWITCH STAND, 3.0 FEET WEST OF THE
 PF0127'EAST END OF THE ROCK, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE
 PF0127'TRACK.
 PF0127
 PF0127                          STATION RECOVERY (1978)
 PF0127
 PF0127'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PF0127'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0132 ***********************************************************************
 PD0132  DESIGNATION -  N 167
 PD0132  PID         -  PD0132
 PD0132  STATE/COUNTY-  ME/WASHINGTON
 PD0132  USGS QUAD   -  MACHIAS (1977)
 PD0132
 PD0132                         *CURRENT SURVEY CONTROL
 PD0132  ___________________________________________________________________
 PD0132* NAD 83(1986)-  44 44 05.     (N)    067 23 31.     (W)     SCALED    
 PD0132* NAVD 88     -         5.398  (meters)      17.71   (feet)  ADJUSTED  
 PD0132  ___________________________________________________________________
 PD0132  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 PD0132  DYNAMIC HT  -           5.398 (meters)      17.71  (feet)  COMP
 PD0132  MODELED GRAV-     980,596.3   (mgal)                       NAVD 88
 PD0132  OBS GRAVITY -     980,599.0   (mgal)                       GRAV_OBS
 PD0132
 PD0132  VERT ORDER  -  FIRST     CLASS I
 PD0132
 PD0132.The horizontal coordinates were scaled from a topographic map and have
 PD0132.an estimated accuracy of +/- 6 seconds.
 PD0132
 PD0132.The orthometric height was determined by differential leveling
 PD0132.and adjusted by the National Geodetic Survey in June 1991..
 PD0132.WARNING-Repeat measurements at this control monument indicate possible
 PD0132.vertical movement.
 PD0132
 PD0132.The geoid height was determined by GEOID03.
 PD0132
 PD0132.The dynamic height is computed by dividing the NAVD 88
 PD0132.geopotential number by the normal gravity value computed on the
 PD0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0132.degrees latitude (g = 980.6199 gals.).
 PD0132
 PD0132.The modeled gravity was interpolated from observed gravity values.
 PD0132.The observed gravity was obtained from relative gravimeter ties
 PD0132.to the IGSN71 gravity network.
 PD0132
 PD0132;                    North         East    Units  Estimated Accuracy
 PD0132;SPC ME E     -   119,260.      387,760.      MT  (+/- 180 meters Scaled)
 PD0132
 PD0132                          SUPERSEDED SURVEY CONTROL
 PD0132
 PD0132  NGVD 29 (??/??/92)    5.598  (m)           18.37   (f) ADJ UNCH    1 1
 PD0132
 PD0132.Superseded values are not recommended for survey control.
 PD0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0132.See file dsdata.txt to determine how the superseded data were derived.
 PD0132
 PD0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK273547(NAD 83)
 PD0132_MARKER: DB = BENCH MARK DISK
 PD0132_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PD0132_SP_SET: BRIDGE
 PD0132_STAMPING: N 167 1966
 PD0132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PD0132
 PD0132  HISTORY     - Date     Condition        Report By
 PD0132  HISTORY     - 1966     MONUMENTED       CGS
 PD0132  HISTORY     - 1978     GOOD             NGS
 PD0132  HISTORY     - 1978     GOOD             DMA
 PD0132
 PD0132                          STATION DESCRIPTION
 PD0132
 PD0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PD0132'0.3 MI SW FROM EAST MACHIAS.
 PD0132'0.3 MILE SOUTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PD0132'CROSSING OF U.S. HIGHWAY 1 AT EAST MACHIAS, AT THE WILLOW STREET
 PD0132'BRIDGE OVER THE EAST MACHIAS RIVER, 179 FEET SOUTH OF THE
 PD0132'SOUTH RAIL, 17.0 FEET WEST OF THE CENTER LINE OF WILLOW STREET,
 PD0132'ABOUT 1 FOOT ABOVE THE LEVEL OF THE STREET, AND SET IN THE TOP
 PD0132'OF THE WEST END OF THE NORTH CONCRETE ABUTMENT OF THE BRIDGE
 PD0132'(MILL MEMORIAL BRIDGE).
 PD0132
 PD0132                          STATION RECOVERY (1978)
 PD0132
 PD0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PD0132'RECOVERED IN GOOD CONDITION.
 PD0132
 PD0132                          STATION RECOVERY (1978)
 PD0132
 PD0132'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PD0132'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0007 ***********************************************************************
 QF0007  DESIGNATION -  N 168
 QF0007  PID         -  QF0007
 QF0007  STATE/COUNTY-  ME/WASHINGTON
 QF0007  USGS QUAD   -  RED BEACH (1949)
 QF0007
 QF0007                         *CURRENT SURVEY CONTROL
 QF0007  ___________________________________________________________________
 QF0007* NAD 83(1986)-  45 01 16.     (N)    067 14 42.     (W)     SCALED    
 QF0007* NAVD 88     -        26.588  (meters)      87.23   (feet)  ADJUSTED  
 QF0007  ___________________________________________________________________
 QF0007  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 QF0007  DYNAMIC HT  -          26.588 (meters)      87.23  (feet)  COMP
 QF0007  MODELED GRAV-     980,606.1   (mgal)                       NAVD 88
 QF0007
 QF0007  VERT ORDER  -  FIRST     CLASS I
 QF0007
 QF0007.The horizontal coordinates were scaled from a topographic map and have
 QF0007.an estimated accuracy of +/- 6 seconds.
 QF0007
 QF0007.The orthometric height was determined by differential leveling
 QF0007.and adjusted by the National Geodetic Survey in June 1991..
 QF0007
 QF0007.The geoid height was determined by GEOID03.
 QF0007
 QF0007.The dynamic height is computed by dividing the NAVD 88
 QF0007.geopotential number by the normal gravity value computed on the
 QF0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0007.degrees latitude (g = 980.6199 gals.).
 QF0007
 QF0007.The modeled gravity was interpolated from observed gravity values.
 QF0007
 QF0007;                    North         East    Units  Estimated Accuracy
 QF0007;SPC ME E     -   151,260.      398,910.      MT  (+/- 180 meters Scaled)
 QF0007
 QF0007                          SUPERSEDED SURVEY CONTROL
 QF0007
 QF0007  NGVD 29 (??/??/92)   26.80   (m)           87.9    (f) COMPUTED    1 1
 QF0007
 QF0007.Superseded values are not recommended for survey control.
 QF0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0007.See file dsdata.txt to determine how the superseded data were derived.
 QF0007
 QF0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK382867(NAD 83)
 QF0007_MARKER: DB = BENCH MARK DISK
 QF0007_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QF0007_SP_SET: 47.0 FEET
 QF0007_STAMPING: N 168 1966
 QF0007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QF0007
 QF0007  HISTORY     - Date     Condition        Report By
 QF0007  HISTORY     - 1966     MONUMENTED       CGS
 QF0007  HISTORY     - 1978     POOR             DMA
 QF0007
 QF0007                          STATION DESCRIPTION
 QF0007
 QF0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 QF0007'AT CHARLOTTE.
 QF0007'AT CHARLOTTE, ALONG THE MAINE CENTRAL RAILROAD, ABOUT 0.25 MILE
 QF0007'NORTHEAST OF MILEPOST C13/P257, 165 FEET NORTHEAST OF THE CENTER
 QF0007'OF A BLACK TOPPED ROAD CROSSING, 99 FEET SOUTHWEST OF THE
 QF0007'SOUTHWEST CORNER OF A RAILROAD PHONE BOOTH, 85 FEET NORTH OF
 QF0007'THE CENTER LINE OF THE ROAD, 63.4 FEET NORTHEAST OF THE CENTER
 QF0007'OF A SWITCH STAND, 17.0 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 QF0007'159.5 FEET NORTH-NORTHWEST OF AND ACROSS THE ROAD FROM BENCH
 QF0007'MARK F 96 DESCRIBED, 1.5 FEET SOUTHWEST OF A METAL WITNESS POST,
 QF0007'ABOUT 1/2 FOOT BELOW THE LEVEL OF THE TRACK, AND IS A DISK ON
 QF0007'TOP OF A COPPER COATED STEEL ROD PROJECTING 0.1 FOOT AND
 QF0007'PROTECTED BY A 5-INCH IRON PIPE PROJECTING 0.2 FOOT.  THE ROD
 QF0007'WAS DRIVEN TO REFUSAL AT A DEPTH OF 47.0 FEET.
 QF0007
 QF0007                          STATION RECOVERY (1978)
 QF0007
 QF0007'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 QF0007'FIVE INCH IRON PIPE APPEARS TO HAVE BEEN BENT SIDEWAYS SLIGHTLY ITS
 QF0007'POSSIBLE MONUMENT WAS MOVED TOO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0236 ***********************************************************************
 PE0236  DESIGNATION -  N 169
 PE0236  PID         -  PE0236
 PE0236  STATE/COUNTY-  ME/HANCOCK
 PE0236  USGS QUAD   -  WINTER HARBOR (1985)
 PE0236
 PE0236                         *CURRENT SURVEY CONTROL
 PE0236  ___________________________________________________________________
 PE0236* NAD 83(1986)-  44 23 41.     (N)    068 05 01.     (W)     SCALED    
 PE0236* NAVD 88     -         2.574  (meters)       8.44   (feet)  ADJUSTED  
 PE0236  ___________________________________________________________________
 PE0236  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 PE0236  DYNAMIC HT  -           2.574 (meters)       8.44  (feet)  COMP
 PE0236  MODELED GRAV-     980,569.4   (mgal)                       NAVD 88
 PE0236
 PE0236  VERT ORDER  -  SECOND    CLASS 0
 PE0236
 PE0236.The horizontal coordinates were scaled from a topographic map and have
 PE0236.an estimated accuracy of +/- 6 seconds.
 PE0236
 PE0236.The orthometric height was determined by differential leveling
 PE0236.and adjusted by the National Geodetic Survey in June 1991..
 PE0236
 PE0236.The geoid height was determined by GEOID03.
 PE0236
 PE0236.The dynamic height is computed by dividing the NAVD 88
 PE0236.geopotential number by the normal gravity value computed on the
 PE0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0236.degrees latitude (g = 980.6199 gals.).
 PE0236
 PE0236.The modeled gravity was interpolated from observed gravity values.
 PE0236
 PE0236;                    North         East    Units  Estimated Accuracy
 PE0236;SPC ME E     -    80,970.      333,170.      MT  (+/- 180 meters Scaled)
 PE0236
 PE0236                          SUPERSEDED SURVEY CONTROL
 PE0236
 PE0236  NGVD 29 (??/??/92)    2.778  (m)            9.11   (f) ADJ UNCH    2 0
 PE0236
 PE0236.Superseded values are not recommended for survey control.
 PE0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0236.See file dsdata.txt to determine how the superseded data were derived.
 PE0236
 PE0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK729161(NAD 83)
 PE0236_MARKER: DB = BENCH MARK DISK
 PE0236_SETTING: 66 = SET IN ROCK OUTCROP
 PE0236_SP_SET: BEDROCK
 PE0236_STAMPING: N 169 1966
 PE0236_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0236+STABILITY: POSITION/ELEVATION WELL
 PE0236
 PE0236  HISTORY     - Date     Condition        Report By
 PE0236  HISTORY     - 1966     MONUMENTED       CGS
 PE0236  HISTORY     - 1978     MARK NOT FOUND   USGS
 PE0236
 PE0236                          STATION DESCRIPTION
 PE0236
 PE0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE0236'AT WINTER HARBOR.
 PE0236'AT WINTER HARBOR, ALONG MAIN STREET, 306 FEET WEST ALONG MAIN
 PE0236'STREET FROM ITS JUNCTION WITH STATE HIGHWAY 186, SET ON THE TOP
 PE0236'AND ABOUT IN THE CENTER OF A 7-BY-7-FOOT EXPOSED PORTION OF
 PE0236'BEDROCK WHICH IS FLUSH WITH THE GROUND, ON PRIVATE PROPERTY AND
 PE0236'PERMISSION WAS GRANTED, 89.5 FEET NORTHEAST OF THE NORTHEAST
 PE0236'CORNER OF THE POST OFFICE, 41.5 FEET SOUTH OF THE CENTER LINE OF
 PE0236'A 7-BY-3-FOOT CONCRETE BOX CULVERT UNDER MAIN STREET, AND ABOUT
 PE0236'LEVEL WITH MAIN STREET.
 PE0236
 PE0236                          STATION RECOVERY (1978)
 PE0236
 PE0236'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 PE0236'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1288 ***********************************************************************
 PE1288  DESIGNATION -  N 17
 PE1288  PID         -  PE1288
 PE1288  STATE/COUNTY-  ME/LINCOLN
 PE1288  USGS QUAD   -  DAMARISCOTTA (1979)
 PE1288
 PE1288                         *CURRENT SURVEY CONTROL
 PE1288  ___________________________________________________________________
 PE1288* NAD 83(1986)-  44 02 16.     (N)    069 32 16.     (W)     SCALED    
 PE1288* NAVD 88     -        28.021  (meters)      91.93   (feet)  ADJUSTED  
 PE1288  ___________________________________________________________________
 PE1288  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 PE1288  DYNAMIC HT  -          28.018 (meters)      91.92  (feet)  COMP
 PE1288  MODELED GRAV-     980,522.7   (mgal)                       NAVD 88
 PE1288
 PE1288  VERT ORDER  -  SECOND    CLASS 0
 PE1288
 PE1288.The horizontal coordinates were scaled from a topographic map and have
 PE1288.an estimated accuracy of +/- 6 seconds.
 PE1288
 PE1288.The orthometric height was determined by differential leveling
 PE1288.and adjusted by the National Geodetic Survey in June 1991..
 PE1288
 PE1288.The geoid height was determined by GEOID03.
 PE1288
 PE1288.The dynamic height is computed by dividing the NAVD 88
 PE1288.geopotential number by the normal gravity value computed on the
 PE1288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1288.degrees latitude (g = 980.6199 gals.).
 PE1288
 PE1288.The modeled gravity was interpolated from observed gravity values.
 PE1288
 PE1288;                    North         East    Units  Estimated Accuracy
 PE1288;SPC ME W     -   134,000.      950,410.      MT  (+/- 180 meters Scaled)
 PE1288
 PE1288                          SUPERSEDED SURVEY CONTROL
 PE1288
 PE1288  NGVD 29 (??/??/92)   28.230  (m)           92.62   (f) ADJ UNCH    2 0
 PE1288
 PE1288.Superseded values are not recommended for survey control.
 PE1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1288.See file dsdata.txt to determine how the superseded data were derived.
 PE1288
 PE1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ569762(NAD 83)
 PE1288_MARKER: DB = BENCH MARK DISK
 PE1288_SETTING: 80 = SET IN A BOULDER
 PE1288_SP_SET: BOULDER
 PE1288_STAMPING: N 17 1933 92.618
 PE1288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1288+STABILITY: SURFACE MOTION
 PE1288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE1288+SATELLITE: SATELLITE OBSERVATIONS - January 02, 2006
 PE1288
 PE1288  HISTORY     - Date     Condition        Report By
 PE1288  HISTORY     - 1933     MONUMENTED       CGS
 PE1288  HISTORY     - 1963     GOOD             NGS
 PE1288  HISTORY     - 19910504 GOOD             USPSQD
 PE1288  HISTORY     - 20031124 GOOD             USPSQD
 PE1288  HISTORY     - 20060102 GOOD             USPSQD
 PE1288
 PE1288                          STATION DESCRIPTION
 PE1288
 PE1288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 PE1288'AT NEWCASTLE.
 PE1288'AT NEWCASTLE, ALONG THE MAINE CENTRAL RAILROAD, SET ON THE TOP
 PE1288'OF A 7-BY-7-FOOT BURIED BOULDER PROJECTING 4 FEET ABOVE THE LEVEL
 PE1288'OF THE GROUND, 10 RAILS EAST OF THE EAST END OF THE STATION,
 PE1288'13.4 FEET NORTH OF THE NORTH RAIL OF SIDE TRACK, 23.5 FEET NORTH
 PE1288'OF THE NORTH RAIL OF MAIN TRACK, AND 4 FEET ABOVE THE LEVEL OF
 PE1288'THE TRACK.
 PE1288
 PE1288                          STATION RECOVERY (1991)
 PE1288
 PE1288'RECOVERY NOTE BY US POWER SQUADRON 1991 (SS)
 PE1288'RECOVERED IN GOOD CONDITION.
 PE1288
 PE1288                          STATION RECOVERY (2003)
 PE1288
 PE1288'RECOVERY NOTE BY US POWER SQUADRON 2003 (CB)
 PE1288'IN NEWCASTLE, FROM THE INTERSECTION OF ACADEMY HILL RD. WITH BUSINESS
 PE1288'RT.1 TRAVEL NW ON ACADEMY HILL TO THE RR TRACKS. THE OLD PASSENGER
 PE1288'STATION NO LONGER EXISTS. PROCEED ALONG THE TRACKS PAST THE OLD
 PE1288'FREIGHT STATION AND ABOUT 150 FEET PAST THE SIDING SWITCH TO THE MARK
 PE1288'ON THE LEFT. THE LOCATING DESCRIPTION IS CORRECT.
 PE1288
 PE1288                          STATION RECOVERY (2006)
 PE1288
 PE1288'RECOVERY NOTE BY US POWER SQUADRON 2006 (AMW)
 PE1288'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0099 ***********************************************************************
 QF0099  DESIGNATION -  N 17
 QF0099  PID         -  QF0099
 QF0099  STATE/COUNTY-  ME/WASHINGTON
 QF0099  USGS QUAD   -  ROBBINSTON (1977)
 QF0099
 QF0099                         *CURRENT SURVEY CONTROL
 QF0099  ___________________________________________________________________
 QF0099* NAD 83(1986)-  45 02 04.     (N)    067 06 39.     (W)     SCALED    
 QF0099* NAVD 88     -         6.303  (meters)      20.68   (feet)  ADJUSTED  
 QF0099  ___________________________________________________________________
 QF0099  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 QF0099  DYNAMIC HT  -           6.303 (meters)      20.68  (feet)  COMP
 QF0099  MODELED GRAV-     980,629.8   (mgal)                       NAVD 88
 QF0099
 QF0099  VERT ORDER  -  SECOND    CLASS 0
 QF0099
 QF0099.The horizontal coordinates were scaled from a topographic map and have
 QF0099.an estimated accuracy of +/- 6 seconds.
 QF0099
 QF0099.The orthometric height was determined by differential leveling
 QF0099.and adjusted by the National Geodetic Survey in June 1991..
 QF0099
 QF0099.The geoid height was determined by GEOID03.
 QF0099
 QF0099.The dynamic height is computed by dividing the NAVD 88
 QF0099.geopotential number by the normal gravity value computed on the
 QF0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0099.degrees latitude (g = 980.6199 gals.).
 QF0099
 QF0099.The modeled gravity was interpolated from observed gravity values.
 QF0099
 QF0099;                    North         East    Units  Estimated Accuracy
 QF0099;SPC ME E     -   152,910.      409,460.      MT  (+/- 180 meters Scaled)
 QF0099
 QF0099                          SUPERSEDED SURVEY CONTROL
 QF0099
 QF0099  NGVD 29 (??/??/92)    6.48   (m)           21.3    (f) COMPUTED    2 0
 QF0099
 QF0099.Superseded values are not recommended for survey control.
 QF0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0099.See file dsdata.txt to determine how the superseded data were derived.
 QF0099
 QF0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK488885(NAD 83)
 QF0099_MARKER: DD = SURVEY DISK
 QF0099_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QF0099_SP_SET: CULVERT
 QF0099_STAMPING: N 17 1929
 QF0099_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QF0099
 QF0099  HISTORY     - Date     Condition        Report By
 QF0099  HISTORY     - 1929     MONUMENTED       USGS
 QF0099  HISTORY     - 1935     GOOD             NGS
 QF0099  HISTORY     - 1946     GOOD             NGS
 QF0099
 QF0099                          STATION DESCRIPTION
 QF0099
 QF0099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QF0099'3.6 MI S FROM ROBBINSTON.
 QF0099'ABOUT 3.6 MILES SOUTH ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE
 QF0099'AT ROBBINSTON, WASHINGTON COUNTY, ABOUT 0.5 MILE SOUTH OF THE
 QF0099'ROBBINSTON-PERRY TOWN LINE, IN THE TOP OF THE EAST END OF THE
 QF0099'SOUTH HEAD WALL OF A 10- BY 12-FOOT CONCRETE CULVERT, 13 FEET
 QF0099'EAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT LOWER
 QF0099'THAN THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 QF0099'DISK, STAMPED N 17 1929.
 QF0099
 QF0099                          STATION RECOVERY (1946)
 QF0099
 QF0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 QF0099'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0304 ***********************************************************************
 QF0304  DESIGNATION -  N 17 USGS RESET 1971
 QF0304  PID         -  QF0304
 QF0304  STATE/COUNTY-  ME/WASHINGTON
 QF0304  USGS QUAD   -  ROBBINSTON (1977)
 QF0304
 QF0304                         *CURRENT SURVEY CONTROL
 QF0304  ___________________________________________________________________
 QF0304* NAD 83(1986)-  45 02 06.     (N)    067 06 40.     (W)     SCALED    
 QF0304* NAVD 88     -         3.719  (meters)      12.20   (feet)  ADJUSTED  
 QF0304  ___________________________________________________________________
 QF0304  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 QF0304  DYNAMIC HT  -           3.719 (meters)      12.20  (feet)  COMP
 QF0304  MODELED GRAV-     980,629.8   (mgal)                       NAVD 88
 QF0304
 QF0304  VERT ORDER  -  FIRST     CLASS II
 QF0304
 QF0304.The horizontal coordinates were scaled from a topographic map and have
 QF0304.an estimated accuracy of +/- 6 seconds.
 QF0304
 QF0304.The orthometric height was determined by differential leveling
 QF0304.and adjusted by the National Geodetic Survey in June 1991..
 QF0304
 QF0304.The geoid height was determined by GEOID03.
 QF0304
 QF0304.The dynamic height is computed by dividing the NAVD 88
 QF0304.geopotential number by the normal gravity value computed on the
 QF0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0304.degrees latitude (g = 980.6199 gals.).
 QF0304
 QF0304.The modeled gravity was interpolated from observed gravity values.
 QF0304
 QF0304;                    North         East    Units  Estimated Accuracy
 QF0304;SPC ME E     -   152,970.      409,430.      MT  (+/- 180 meters Scaled)
 QF0304
 QF0304                          SUPERSEDED SURVEY CONTROL
 QF0304
 QF0304.No superseded survey control is available for this station.
 QF0304
 QF0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK487885(NAD 83)
 QF0304_MARKER: DB = BENCH MARK DISK
 QF0304_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QF0304_SP_SET: HEAD WALL
 QF0304_STAMPING: 17 N 1929 RESET 1971
 QF0304_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QF0304
 QF0304  HISTORY     - Date     Condition        Report By
 QF0304  HISTORY     - 1971     MONUMENTED       USGS
 QF0304  HISTORY     - 1978     GOOD             NGS
 QF0304
 QF0304                          STATION DESCRIPTION
 QF0304
 QF0304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0304'3.2 MI SOUTH FROM ROBBINSTON.
 QF0304'3.2 MILES SOUTH ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 QF0304'ROBBINSTON, AT A 10-FT. CORRUGATED STEEL PIPE CULVERT OVER POTTLE
 QF0304'BROOK, 76.0 FEET EAST OF THE CENTER LINE OF HIGHWAY, IN THE
 QF0304'TOP OF THE NORTHEAST HEAD WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0201 ***********************************************************************
 PE0201  DESIGNATION -  N 170
 PE0201  PID         -  PE0201
 PE0201  STATE/COUNTY-  ME/HANCOCK
 PE0201  USGS QUAD   -  ELLSWORTH (1981)
 PE0201
 PE0201                         *CURRENT SURVEY CONTROL
 PE0201  ___________________________________________________________________
 PE0201* NAD 83(1986)-  44 31 47.     (N)    068 22 45.     (W)     SCALED    
 PE0201* NAVD 88     -        45.907  (meters)     150.61   (feet)  ADJUSTED  
 PE0201  ___________________________________________________________________
 PE0201  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 PE0201  DYNAMIC HT  -          45.904 (meters)     150.60  (feet)  COMP
 PE0201  MODELED GRAV-     980,560.3   (mgal)                       NAVD 88
 PE0201
 PE0201  VERT ORDER  -  SECOND    CLASS 0
 PE0201
 PE0201.The horizontal coordinates were scaled from a topographic map and have
 PE0201.an estimated accuracy of +/- 6 seconds.
 PE0201
 PE0201.The orthometric height was determined by differential leveling
 PE0201.and adjusted by the National Geodetic Survey in June 1991..
 PE0201
 PE0201.The geoid height was determined by GEOID03.
 PE0201
 PE0201.The dynamic height is computed by dividing the NAVD 88
 PE0201.geopotential number by the normal gravity value computed on the
 PE0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0201.degrees latitude (g = 980.6199 gals.).
 PE0201
 PE0201.The modeled gravity was interpolated from observed gravity values.
 PE0201
 PE0201;                    North         East    Units  Estimated Accuracy
 PE0201;SPC ME E     -    95,900.      309,600.      MT  (+/- 180 meters Scaled)
 PE0201
 PE0201                          SUPERSEDED SURVEY CONTROL
 PE0201
 PE0201  NGVD 29 (??/??/92)   46.098  (m)          151.24   (f) ADJ UNCH    2 0
 PE0201
 PE0201.Superseded values are not recommended for survey control.
 PE0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0201.See file dsdata.txt to determine how the superseded data were derived.
 PE0201
 PE0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK493308(NAD 83)
 PE0201_MARKER: DB = BENCH MARK DISK
 PE0201_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PE0201_SP_SET: 101 1/2 FEET
 PE0201_STAMPING: N 170 1966
 PE0201_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0201
 PE0201  HISTORY     - Date     Condition        Report By
 PE0201  HISTORY     - 1966     MONUMENTED       CGS
 PE0201  HISTORY     - 1976     POOR             USGS
 PE0201  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 PE0201
 PE0201                          STATION DESCRIPTION
 PE0201
 PE0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE0201'1.5 MI E FROM ELLSWORTH.
 PE0201'ABOUT 1.5 MILES EAST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF
 PE0201'STATE HIGHWAY 3 AT ELLSWORTH, ABOUT 0.6 MILE EAST OF THE JUNCTION
 PE0201'OF STATE HIGHWAY 184, ALONG THE SOUTH SIDE OF THE WHITE BIRCH
 PE0201'GOLF COURSE, NEAR A STEEL FENCE AROUND A SMALL POWER SUB-STATION,
 PE0201'54 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 10.7 FEET SOUTH
 PE0201'OF THE NORTHWEST CORNER OF THE STEEL FENCE, 1 FOOT WEST OF THE
 PE0201'NORTH-SOUTH FENCE LINE, 1.2 FEET SOUTH OF A METAL WITNESS POST,
 PE0201'ABOUT LEVEL WITH THE HIGHWAY AND IS A DISK ON THE TOP OF A COPPER
 PE0201'COATED STEEL ROD PROJECTING 5 INCHES ABOVE THE LEVEL OF THE
 PE0201'GROUND AND PROTECTED BY A 5 INCH METAL PIPE WHICH PROJECTS 5
 PE0201'INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO
 PE0201'REFUSAL AT A DEPTH OF 101 1/2 FEET.
 PE0201
 PE0201                          STATION RECOVERY (1976)
 PE0201
 PE0201'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 PE0201'THE BM IS LOCATED ON A GOLF COURSE. THE SUBSTATION LISTED IN THE
 PE0201'PREVIOUS DESCRIPTION HAS BEEN MOVED 0.2 MI WEST. ONLY A CONCRETE SLAB
 PE0201'REMAINS OF THE FORMER STATION. 53.7 FT NORTH CENTERLINE OF ROAD. 29.4
 PE0201'FT NW OF POLE NO. 74. 28.4 FT NORTH OF THE EAST END OF A 12 IN. PIPE
 PE0201'CULVERT UNDER FIELD ENTRANCE. 9.2 FT WSW OF NW CORNER OF NORTH MOST
 PE0201'OF THREE CONCRETE SLABS. STANDARD TABLET CRIMPED TO THE TOP OF A
 PE0201'COPPER COATED STEED ROD PROJ. 0.5 FT. AND PROTECTED BY A 5 INCH IRON
 PE0201'PIPE.
 PE0201
 PE0201                          STATION RECOVERY (1985)
 PE0201
 PE0201'RECOVERY NOTE BY US POWER SQUADRON 1985
 PE0201'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0732 ***********************************************************************
 PF0732  DESIGNATION -  N 171
 PF0732  PID         -  PF0732
 PF0732  STATE/COUNTY-  ME/ANDROSCOGGIN
 PF0732  USGS QUAD   -  MECHANIC FALLS (1981)
 PF0732
 PF0732                         *CURRENT SURVEY CONTROL
 PF0732  ___________________________________________________________________
 PF0732* NAD 83(1986)-  44 06 37.     (N)    070 25 00.     (W)     SCALED    
 PF0732* NAVD 88     -        90.926  (meters)     298.31   (feet)  ADJUSTED  
 PF0732  ___________________________________________________________________
 PF0732  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 PF0732  DYNAMIC HT  -          90.914 (meters)     298.27  (feet)  COMP
 PF0732  MODELED GRAV-     980,485.6   (mgal)                       NAVD 88
 PF0732
 PF0732  VERT ORDER  -  FIRST     CLASS II
 PF0732
 PF0732.The horizontal coordinates were scaled from a topographic map and have
 PF0732.an estimated accuracy of +/- 6 seconds.
 PF0732
 PF0732.The orthometric height was determined by differential leveling
 PF0732.and adjusted by the National Geodetic Survey in June 1991..
 PF0732
 PF0732.The geoid height was determined by GEOID03.
 PF0732
 PF0732.The dynamic height is computed by dividing the NAVD 88
 PF0732.geopotential number by the normal gravity value computed on the
 PF0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0732.degrees latitude (g = 980.6199 gals.).
 PF0732
 PF0732.The modeled gravity was interpolated from observed gravity values.
 PF0732
 PF0732;                    North         East    Units  Estimated Accuracy
 PF0732;SPC ME W     -   141,900.      879,990.      MT  (+/- 180 meters Scaled)
 PF0732
 PF0732                          SUPERSEDED SURVEY CONTROL
 PF0732
 PF0732.No superseded survey control is available for this station.
 PF0732
 PF0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ866850(NAD 83)
 PF0732_MARKER: DB = BENCH MARK DISK
 PF0732_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PF0732_SP_SET: BRIDGE ABUTMENT
 PF0732_STAMPING: N 171 1978
 PF0732_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0732
 PF0732  HISTORY     - Date     Condition        Report By
 PF0732  HISTORY     - 1978     MONUMENTED       NGS
 PF0732
 PF0732                          STATION DESCRIPTION
 PF0732
 PF0732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PF0732'1.4 MI WEST FROM MECHANIC FALLS.
 PF0732'1.4 MI. WEST ALONG STATE HIGHWAY 121 FROM THE PLEASANT STREET BRIDGE
 PF0732'OVER THE LITTLE ANDROSCOGGIN RIVER AT MECHANIC FALLS, 0.55 MI.
 PF0732'SOUTHWEST OF AN OVERPASS OF THE CANADIAN NATIONAL RAILROAD, AT THE
 PF0732'T-JUNCTION OF A PAVED ROAD LEADING TO A CONCRETE BRIDGE OVER THE
 PF0732'LITTLE ANDROSCOGGIN RIVER, IN TOP OF THE WEST END OF THE NORTH BRIDGE
 PF0732'ABUTMENT, 17.8 FT. WEST OF THE CENTER LINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0765 ***********************************************************************
 PF0765  DESIGNATION -  N 172
 PF0765  PID         -  PF0765
 PF0765  STATE/COUNTY-  ME/OXFORD
 PF0765  USGS QUAD   -  WEST PARIS (1967)
 PF0765
 PF0765                         *CURRENT SURVEY CONTROL
 PF0765  ___________________________________________________________________
 PF0765* NAD 83(1986)-  44 20 40.     (N)    070 37 07.     (W)     SCALED    
 PF0765* NAVD 88     -       233.370  (meters)     765.65   (feet)  ADJUSTED  
 PF0765  ___________________________________________________________________
 PF0765  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 PF0765  DYNAMIC HT  -         233.340 (meters)     765.55  (feet)  COMP
 PF0765  MODELED GRAV-     980,485.6   (mgal)                       NAVD 88
 PF0765
 PF0765  VERT ORDER  -  FIRST     CLASS II
 PF0765
 PF0765.The horizontal coordinates were scaled from a topographic map and have
 PF0765.an estimated accuracy of +/- 6 seconds.
 PF0765
 PF0765.The orthometric height was determined by differential leveling
 PF0765.and adjusted by the National Geodetic Survey in June 1991..
 PF0765
 PF0765.The geoid height was determined by GEOID03.
 PF0765
 PF0765.The dynamic height is computed by dividing the NAVD 88
 PF0765.geopotential number by the normal gravity value computed on the
 PF0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0765.degrees latitude (g = 980.6199 gals.).
 PF0765
 PF0765.The modeled gravity was interpolated from observed gravity values.
 PF0765
 PF0765;                    North         East    Units  Estimated Accuracy
 PF0765;SPC ME W     -   167,990.      863,960.      MT  (+/- 180 meters Scaled)
 PF0765
 PF0765                          SUPERSEDED SURVEY CONTROL
 PF0765
 PF0765.No superseded survey control is available for this station.
 PF0765
 PF0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK709114(NAD 83)
 PF0765_MARKER: DB = BENCH MARK DISK
 PF0765_SETTING: 66 = SET IN ROCK OUTCROP
 PF0765_SP_SET: OUTCROP
 PF0765_STAMPING: N 172 1978
 PF0765_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PF0765+STABILITY: POSITION/ELEVATION WELL
 PF0765
 PF0765  HISTORY     - Date     Condition        Report By
 PF0765  HISTORY     - 1978     MONUMENTED       NGS
 PF0765
 PF0765                          STATION DESCRIPTION
 PF0765
 PF0765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PF0765'2.7 MI SE FROM BRYANT POND.
 PF0765'0.25 MILE SOUTHEAST ALONG RAILROAD STREET FROM THE POST OFFICE AT
 PF0765'BRYANT POND, THENCE 2.45 MI. SOUTHEAST ALONG OLD COUNTY ROAD (BIRCH
 PF0765'STREET), 0.15 MI. SOUTH OF A SMALL BRIDGE OVER BLACK BROOK, IN THE
 PF0765'NORTHEAST CORNER OF THE FRONT LAWN TO A RANCH STYLE HOUSE, 86.8 FT.
 PF0765'WEST OF THE CENTER LINE OF THE ROAD, 67 FT. WEST OF POWER POLE 326-4,
 PF0765'77.3 FT. EAST OF THE NORTHEAST CORNER OF THE HOUSE, 93 FT. NORTH OF
 PF0765'THE CENTER LINE OF THE DRIVEWAY TO THE HOUSE, IN TOP OF THE HIGHEST
 PF0765'POINT OF A 4 BY 4-FT. ROCK OUTCROP, 1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0082 ***********************************************************************
 SF0082  DESIGNATION -  N 173
 SF0082  PID         -  SF0082
 SF0082  STATE/COUNTY-  ME/AROOSTOOK
 SF0082  USGS QUAD   -  FORT KENT SOUTH (1985)
 SF0082
 SF0082                         *CURRENT SURVEY CONTROL
 SF0082  ___________________________________________________________________
 SF0082* NAD 83(1986)-  47 13 22.     (N)    068 35 44.     (W)     SCALED    
 SF0082* NAVD 88     -       199.762  (meters)     655.39   (feet)  ADJUSTED  
 SF0082  ___________________________________________________________________
 SF0082  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 SF0082  DYNAMIC HT  -         199.790 (meters)     655.48  (feet)  COMP
 SF0082  MODELED GRAV-     980,747.6   (mgal)                       NAVD 88
 SF0082
 SF0082  VERT ORDER  -  FIRST     CLASS II
 SF0082
 SF0082.The horizontal coordinates were scaled from a topographic map and have
 SF0082.an estimated accuracy of +/- 6 seconds.
 SF0082
 SF0082.The orthometric height was determined by differential leveling
 SF0082.and adjusted by the National Geodetic Survey in June 1991..
 SF0082
 SF0082.The geoid height was determined by GEOID03.
 SF0082
 SF0082.The dynamic height is computed by dividing the NAVD 88
 SF0082.geopotential number by the normal gravity value computed on the
 SF0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0082.degrees latitude (g = 980.6199 gals.).
 SF0082
 SF0082.The modeled gravity was interpolated from observed gravity values.
 SF0082
 SF0082;                    North         East    Units  Estimated Accuracy
 SF0082;SPC ME E     -   395,190.      292,760.      MT  (+/- 180 meters Scaled)
 SF0082
 SF0082                          SUPERSEDED SURVEY CONTROL
 SF0082
 SF0082.No superseded survey control is available for this station.
 SF0082
 SF0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN306300(NAD 83)
 SF0082_MARKER: DB = BENCH MARK DISK
 SF0082_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SF0082_SP_SET: STAINLESS STEEL ROD
 SF0082_STAMPING: N 173 1978
 SF0082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SF0082
 SF0082  HISTORY     - Date     Condition        Report By
 SF0082  HISTORY     - 1978     MONUMENTED       NGS
 SF0082
 SF0082                          STATION DESCRIPTION
 SF0082
 SF0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 SF0082'2.45 MI SOUTH FROM FORT KENT.
 SF0082'2.45 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE JUNCTION OF U.S.
 SF0082'HIGHWAY 1 AT FT. KENT, OPPOSITE AND NORTHWEST OF AN OPENING IN A
 SF0082'METAL GUARD RAIL, FOR A DIRT ROAD LEADING EAST, 39.8 FT. WEST OF THE
 SF0082'CENTER LINE OF THE HIGHWAY, 152.0 FT. SOUTH OF THE SOUTHEAST CORNER
 SF0082'OF A RANCH STYLE HOUSE, 62,4 FT. NORTH OF THE NORTH END OF A 24 INCH
 SF0082'METAL PIPE CULVERT UNDER A BANK, 2.2 FT. SOUTH OF POWER POLE 92,
 SF0082'THE DISK IS 3-INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH
 SF0082'A 4-INCH PLASTIC SCREW PLUG FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1561 ***********************************************************************
 PE1561  DESIGNATION -  N 175
 PE1561  PID         -  PE1561
 PE1561  STATE/COUNTY-  ME/PENOBSCOT
 PE1561  USGS QUAD   -  PUSHAW LAKE (1977)
 PE1561
 PE1561                         *CURRENT SURVEY CONTROL
 PE1561  ___________________________________________________________________
 PE1561* NAD 83(1986)-  44 54 37.     (N)    068 50 51.     (W)     SCALED    
 PE1561* NAVD 88     -        54.835  (meters)     179.90   (feet)  ADJUSTED  
 PE1561  ___________________________________________________________________
 PE1561  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 PE1561  DYNAMIC HT  -          54.834 (meters)     179.90  (feet)  COMP
 PE1561  MODELED GRAV-     980,592.1   (mgal)                       NAVD 88
 PE1561  OBS GRAVITY -     980,590.6   (mgal)                       GRAV_OBS
 PE1561
 PE1561  VERT ORDER  -  FIRST     CLASS II
 PE1561
 PE1561.The horizontal coordinates were scaled from a topographic map and have
 PE1561.an estimated accuracy of +/- 6 seconds.
 PE1561
 PE1561.The orthometric height was determined by differential leveling
 PE1561.and adjusted by the National Geodetic Survey in June 1991..
 PE1561
 PE1561.The geoid height was determined by GEOID03.
 PE1561
 PE1561.The dynamic height is computed by dividing the NAVD 88
 PE1561.geopotential number by the normal gravity value computed on the
 PE1561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1561.degrees latitude (g = 980.6199 gals.).
 PE1561
 PE1561.The modeled gravity was interpolated from observed gravity values.
 PE1561.The observed gravity was obtained from relative gravimeter ties
 PE1561.to the IGSN71 gravity network.
 PE1561
 PE1561;                    North         East    Units  Estimated Accuracy
 PE1561;SPC ME E     -   138,230.      272,560.      MT  (+/- 180 meters Scaled)
 PE1561
 PE1561                          SUPERSEDED SURVEY CONTROL
 PE1561
 PE1561.No superseded survey control is available for this station.
 PE1561
 PE1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK120729(NAD 83)
 PE1561_MARKER: DB = BENCH MARK DISK
 PE1561_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PE1561_SP_SET: STAINLESS STEEL ROD
 PE1561_STAMPING: N 175
 PE1561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE1561
 PE1561  HISTORY     - Date     Condition        Report By
 PE1561  HISTORY     - 1978     MONUMENTED       NGS
 PE1561  HISTORY     - 1980     GOOD             USGS
 PE1561
 PE1561                          STATION DESCRIPTION
 PE1561
 PE1561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PE1561'6.65 MI SOUTH FROM HUDSON.
 PE1561'6.65 MILES SOUTH ALONG STATE HIGHWAY 221 FROM ITS JUNCTION WITH STATE
 PE1561'HIGHWAY 43 AT HUDSON, 26 FT. WEST OF THE CENTER LINE OF STATE HIGHWAY
 PE1561'221, 38 FT. SOUTH OF THE CENTER LINE OF LAKEVIEW RD., 3 FT. SOUTHWEST
 PE1561'OF TELEPHONE POLE 70 113.THE DISK IS 5 INCHES BELOW GROUND,
 PE1561'ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 PE1561
 PE1561                          STATION RECOVERY (1980)
 PE1561
 PE1561'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 PE1561'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1110 ***********************************************************************
 QG1110  DESIGNATION -  N 176
 QG1110  PID         -  QG1110
 QG1110  STATE/COUNTY-  ME/PENOBSCOT
 QG1110  USGS QUAD   -  MILO SOUTH (1983)
 QG1110
 QG1110                         *CURRENT SURVEY CONTROL
 QG1110  ___________________________________________________________________
 QG1110* NAD 83(1986)-  45 07 50.     (N)    068 53 28.     (W)     SCALED    
 QG1110* NAVD 88     -        99.044  (meters)     324.95   (feet)  ADJUSTED  
 QG1110  ___________________________________________________________________
 QG1110  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 QG1110  DYNAMIC HT  -          99.043 (meters)     324.94  (feet)  COMP
 QG1110  MODELED GRAV-     980,604.6   (mgal)                       NAVD 88
 QG1110
 QG1110  VERT ORDER  -  FIRST     CLASS II
 QG1110
 QG1110.The horizontal coordinates were scaled from a topographic map and have
 QG1110.an estimated accuracy of +/- 6 seconds.
 QG1110
 QG1110.The orthometric height was determined by differential leveling
 QG1110.and adjusted by the National Geodetic Survey in June 1991..
 QG1110
 QG1110.The geoid height was determined by GEOID03.
 QG1110
 QG1110.The dynamic height is computed by dividing the NAVD 88
 QG1110.geopotential number by the normal gravity value computed on the
 QG1110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1110.degrees latitude (g = 980.6199 gals.).
 QG1110
 QG1110.The modeled gravity was interpolated from observed gravity values.
 QG1110
 QG1110;                    North         East    Units  Estimated Accuracy
 QG1110;SPC ME E     -   162,730.      269,240.      MT  (+/- 180 meters Scaled)
 QG1110
 QG1110                          SUPERSEDED SURVEY CONTROL
 QG1110
 QG1110.No superseded survey control is available for this station.
 QG1110
 QG1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK085974(NAD 83)
 QG1110_MARKER: DB = BENCH MARK DISK
 QG1110_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QG1110_SP_SET: STAINLESS STEEL ROD
 QG1110_STAMPING: N 176 1978
 QG1110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG1110
 QG1110  HISTORY     - Date     Condition        Report By
 QG1110  HISTORY     - 1978     MONUMENTED       NGS
 QG1110
 QG1110                          STATION DESCRIPTION
 QG1110
 QG1110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1110'3.3 MI SW FROM LAGRANGE.
 QG1110'3.3 MILES SOUTHWEST ALONG STATE HIGHWAY 155 FROM ITS JUNCTION WITH
 QG1110'STATE HIGHWAY 16, 20.5 FT. SOUTHEAST OF THE CENTER LINE OF THE
 QG1110'HIGHWAY, 39.5 FT. WEST OF THE CENTER LINE OF STORER ROAD, 68.0 FT
 QG1110'SOUTHWEST OF THE INTERSECTION OF STATE HIGHWAY 155 AND STORER ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0978 ***********************************************************************
 QG0978  DESIGNATION -  N 177
 QG0978  PID         -  QG0978
 QG0978  STATE/COUNTY-  ME/PISCATAQUIS
 QG0978  USGS QUAD   -  DOVER FOXCROFT (1983)
 QG0978
 QG0978                         *CURRENT SURVEY CONTROL
 QG0978  ___________________________________________________________________
 QG0978* NAD 83(1986)-  45 12 23.     (N)    069 10 16.     (W)     SCALED    
 QG0978* NAVD 88     -       107.198  (meters)     351.70   (feet)  ADJUSTED  
 QG0978  ___________________________________________________________________
 QG0978  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 QG0978  DYNAMIC HT  -         107.195 (meters)     351.69  (feet)  COMP
 QG0978  MODELED GRAV-     980,589.0   (mgal)                       NAVD 88
 QG0978
 QG0978  VERT ORDER  -  FIRST     CLASS II
 QG0978
 QG0978.The horizontal coordinates were scaled from a topographic map and have
 QG0978.an estimated accuracy of +/- 6 seconds.
 QG0978
 QG0978.The orthometric height was determined by differential leveling
 QG0978.and adjusted by the National Geodetic Survey in June 1991..
 QG0978
 QG0978.The geoid height was determined by GEOID03.
 QG0978
 QG0978.The dynamic height is computed by dividing the NAVD 88
 QG0978.geopotential number by the normal gravity value computed on the
 QG0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0978.degrees latitude (g = 980.6199 gals.).
 QG0978
 QG0978.The modeled gravity was interpolated from observed gravity values.
 QG0978
 QG0978;                    North         East    Units  Estimated Accuracy
 QG0978;SPC ME E     -   171,300.      247,280.      MT  (+/- 180 meters Scaled)
 QG0978
 QG0978                          SUPERSEDED SURVEY CONTROL
 QG0978
 QG0978.No superseded survey control is available for this station.
 QG0978
 QG0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL865058(NAD 83)
 QG0978_MARKER: DB = BENCH MARK DISK
 QG0978_SETTING: 66 = SET IN ROCK OUTCROP
 QG0978_SP_SET: ROCK OUTCROP
 QG0978_STAMPING: N 177 1978
 QG0978_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0978+STABILITY: POSITION/ELEVATION WELL
 QG0978
 QG0978  HISTORY     - Date     Condition        Report By
 QG0978  HISTORY     - 1978     MONUMENTED       NGS
 QG0978
 QG0978                          STATION DESCRIPTION
 QG0978
 QG0978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG0978'3.8 MI NE FROM DOVER FOXCROFT.
 QG0978'3,5 MILES NORTHEAST ALONG STATE HIGHWAY 6 FROM ITS JUNCTION WITH
 QG0978'STATE HIGHWAY 15, THENCE 0.3 MILE SOUTH ALONG A DIRT ROAD, 11.5 FT.
 QG0978'WEST OF CENTER OF ROAD, 40.0 FT. NORTHWEST OF A LARGE OAK TREE
 QG0978'3.0 FT. IN DIAMETER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1013 ***********************************************************************
 QG1013  DESIGNATION -  N 178
 QG1013  PID         -  QG1013
 QG1013  STATE/COUNTY-  ME/PISCATAQUIS
 QG1013  USGS QUAD   -  GUILFORD (1984)
 QG1013
 QG1013                         *CURRENT SURVEY CONTROL
 QG1013  ___________________________________________________________________
 QG1013* NAD 83(1986)-  45 14 31.     (N)    069 29 22.     (W)     SCALED    
 QG1013* NAVD 88     -       224.735  (meters)     737.32   (feet)  ADJUSTED  
 QG1013  ___________________________________________________________________
 QG1013  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 QG1013  DYNAMIC HT  -         224.727 (meters)     737.29  (feet)  COMP
 QG1013  MODELED GRAV-     980,574.3   (mgal)                       NAVD 88
 QG1013  OBS GRAVITY -     980,571.5   (mgal)                       GRAV_OBS
 QG1013
 QG1013  VERT ORDER  -  FIRST     CLASS II
 QG1013
 QG1013.The horizontal coordinates were scaled from a topographic map and have
 QG1013.an estimated accuracy of +/- 6 seconds.
 QG1013
 QG1013.The orthometric height was determined by differential leveling
 QG1013.and adjusted by the National Geodetic Survey in June 1991..
 QG1013
 QG1013.The geoid height was determined by GEOID03.
 QG1013
 QG1013.The dynamic height is computed by dividing the NAVD 88
 QG1013.geopotential number by the normal gravity value computed on the
 QG1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1013.degrees latitude (g = 980.6199 gals.).
 QG1013
 QG1013.The modeled gravity was interpolated from observed gravity values.
 QG1013.The observed gravity was obtained from relative gravimeter ties
 QG1013.to the IGSN71 gravity network.
 QG1013
 QG1013;                    North         East    Units  Estimated Accuracy
 QG1013;SPC ME E     -   175,510.      222,320.      MT  (+/- 180 meters Scaled)
 QG1013
 QG1013                          SUPERSEDED SURVEY CONTROL
 QG1013
 QG1013.No superseded survey control is available for this station.
 QG1013
 QG1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL615099(NAD 83)
 QG1013_MARKER: DB = BENCH MARK DISK
 QG1013_SETTING: 66 = SET IN ROCK OUTCROP
 QG1013_SP_SET: ROCK OUTCROP
 QG1013_STAMPING: N 178 1978
 QG1013_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG1013+STABILITY: POSITION/ELEVATION WELL
 QG1013
 QG1013  HISTORY     - Date     Condition        Report By
 QG1013  HISTORY     - 1978     MONUMENTED       NGS
 QG1013  HISTORY     - 1982     GOOD             NGS
 QG1013
 QG1013                          STATION DESCRIPTION
 QG1013
 QG1013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1013'3.1 MI SOUTH FROM MONSON.
 QG1013'3.1 MILES SOUTH ALONG STATE HIGHWAY 6 FROM THE MONSON POST OFFICE,
 QG1013'37.2 FT EAST OF THE CENTER LINE OF THE HIGHWAY, 66.1 FT WEST OF
 QG1013'A WOOD FRAME HOUSE OWNED BY ERICK VIIK, 28 FT SOUTH OF POWER POLE
 QG1013'642 D 74.
 QG1013
 QG1013                          STATION RECOVERY (1982)
 QG1013
 QG1013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QG1013'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1038 ***********************************************************************
 QG1038  DESIGNATION -  N 179
 QG1038  PID         -  QG1038
 QG1038  STATE/COUNTY-  ME/PISCATAQUIS
 QG1038  USGS QUAD   -  GREENVILLE (1989)
 QG1038
 QG1038                         *CURRENT SURVEY CONTROL
 QG1038  ___________________________________________________________________
 QG1038* NAD 83(1986)-  45 25 20.     (N)    069 35 45.     (W)     SCALED    
 QG1038* NAVD 88     -       409.401  (meters)    1343.18   (feet)  ADJUSTED  
 QG1038  ___________________________________________________________________
 QG1038  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 QG1038  DYNAMIC HT  -         409.380 (meters)    1343.11  (feet)  COMP
 QG1038  MODELED GRAV-     980,552.5   (mgal)                       NAVD 88
 QG1038
 QG1038  VERT ORDER  -  FIRST     CLASS II
 QG1038
 QG1038.The horizontal coordinates were scaled from a topographic map and have
 QG1038.an estimated accuracy of +/- 6 seconds.
 QG1038
 QG1038.The orthometric height was determined by differential leveling
 QG1038.and adjusted by the National Geodetic Survey in June 1991..
 QG1038
 QG1038.The geoid height was determined by GEOID03.
 QG1038
 QG1038.The dynamic height is computed by dividing the NAVD 88
 QG1038.geopotential number by the normal gravity value computed on the
 QG1038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1038.degrees latitude (g = 980.6199 gals.).
 QG1038
 QG1038.The modeled gravity was interpolated from observed gravity values.
 QG1038
 QG1038;                    North         East    Units  Estimated Accuracy
 QG1038;SPC ME E     -   195,650.      214,240.      MT  (+/- 180 meters Scaled)
 QG1038
 QG1038                          SUPERSEDED SURVEY CONTROL
 QG1038
 QG1038.No superseded survey control is available for this station.
 QG1038
 QG1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL533300(NAD 83)
 QG1038_MARKER: DB = BENCH MARK DISK
 QG1038_SETTING: 66 = SET IN ROCK OUTCROP
 QG1038_SP_SET: ROCK OUTCROP
 QG1038_STAMPING: N 179 1978
 QG1038_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG1038+STABILITY: POSITION/ELEVATION WELL
 QG1038
 QG1038  HISTORY     - Date     Condition        Report By
 QG1038  HISTORY     - 1978     MONUMENTED       NGS
 QG1038
 QG1038                          STATION DESCRIPTION
 QG1038
 QG1038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1038'2.55 MI SOUTH FROM GREENVILLE.
 QG1038'2.55 MILES SOUTH ALONG STATE HIGHWAY 6 FROM THE GREENVILLE TOWN
 QG1038'HALL, 45.0 FT. WEST OF THE CENTER LINE OF THE HIGHWAY, 0.2 MILES
 QG1038'SOUTH OF THE SOUTH ENTRANCE TO A REST AREA AT THE TOP OF A HILL,
 QG1038'0.15 MILES SOUTH OF A PAVED ROAD LEADING SOUTHWEST, 0.05 MILES NORTH
 QG1038'OF A GRAVEL DRIVE LEADING EAST TO A CLEARING IN THE WOODS, SET IN
 QG1038'TOP OF THE NORTH END AND 5.0 FT. WEST OF THE EAST EDGE OF THE
 QG1038'WEST BANK OF A ROCK CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0366 ***********************************************************************
 PE0366  DESIGNATION -  N 18
 PE0366  PID         -  PE0366
 PE0366  STATE/COUNTY-  ME/WALDO
 PE0366  USGS QUAD   -  ISLESBORO (1979)
 PE0366
 PE0366                         *CURRENT SURVEY CONTROL
 PE0366  ___________________________________________________________________
 PE0366* NAD 83(1986)-  44 18 50.     (N)    068 58 05.     (W)     SCALED    
 PE0366* NAVD 88     -        57.294  (meters)     187.97   (feet)  ADJUSTED  
 PE0366  ___________________________________________________________________
 PE0366  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 PE0366  DYNAMIC HT  -          57.289 (meters)     187.96  (feet)  COMP
 PE0366  MODELED GRAV-     980,542.2   (mgal)                       NAVD 88
 PE0366
 PE0366  VERT ORDER  -  SECOND    CLASS 0
 PE0366
 PE0366.The horizontal coordinates were scaled from a topographic map and have
 PE0366.an estimated accuracy of +/- 6 seconds.
 PE0366
 PE0366.The orthometric height was determined by differential leveling
 PE0366.and adjusted by the National Geodetic Survey in June 1991..
 PE0366
 PE0366.The geoid height was determined by GEOID03.
 PE0366
 PE0366.The dynamic height is computed by dividing the NAVD 88
 PE0366.geopotential number by the normal gravity value computed on the
 PE0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0366.degrees latitude (g = 980.6199 gals.).
 PE0366
 PE0366.The modeled gravity was interpolated from observed gravity values.
 PE0366
 PE0366;                    North         East    Units  Estimated Accuracy
 PE0366;SPC ME E     -    72,010.      262,660.      MT  (+/- 180 meters Scaled)
 PE0366
 PE0366                          SUPERSEDED SURVEY CONTROL
 PE0366
 PE0366  NGVD 29 (??/??/92)   57.518  (m)          188.71   (f) ADJ UNCH    2 0
 PE0366
 PE0366.Superseded values are not recommended for survey control.
 PE0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0366.See file dsdata.txt to determine how the superseded data were derived.
 PE0366
 PE0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK025067(NAD 83)
 PE0366_MARKER: DB = BENCH MARK DISK
 PE0366_SETTING: 66 = SET IN ROCK OUTCROP
 PE0366_SP_SET: ROCK OUTCROP
 PE0366_STAMPING: 188.707 N 18 1933
 PE0366_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0366+STABILITY: POSITION/ELEVATION WELL
 PE0366
 PE0366  HISTORY     - Date     Condition        Report By
 PE0366  HISTORY     - 1933     MONUMENTED       CGS
 PE0366  HISTORY     - 1935     GOOD             NGS
 PE0366
 PE0366                          STATION DESCRIPTION
 PE0366
 PE0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PE0366'3.5 MI NE FROM LINCOLNVILLE.
 PE0366'3.5 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 PE0366'LINCOLNVILLE, WALDO COUNTY, AT THE TOP OF A HILL, 15 YARDS EAST
 PE0366'OF THE EAST CORNER OF A FARMHOUSE, 8 YARDS NORTHWEST OF THE
 PE0366'CENTERLINE OF THE HIGHWAY, IN THE TOP OF A 7- BY 10-FOOT ROCK
 PE0366'LEDGE OUTCROP, AND 2 FEET ABOVE GROUND.  A STANDARD DISK, STAMPED
 PE0366'188.707 N 18 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0028 ***********************************************************************
 PD0028  DESIGNATION -  N 18 USGS
 PD0028  PID         -  PD0028
 PD0028  STATE/COUNTY-  ME/WASHINGTON
 PD0028  USGS QUAD   -  EASTPORT (1977)
 PD0028
 PD0028                         *CURRENT SURVEY CONTROL
 PD0028  ___________________________________________________________________
 PD0028* NAD 83(1986)-  44 59 58.     (N)    067 05 19.     (W)     SCALED    
 PD0028* NAVD 88     -        60.400  (meters)     198.16   (feet)  ADJUSTED  
 PD0028  ___________________________________________________________________
 PD0028  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 PD0028  DYNAMIC HT  -          60.400 (meters)     198.16  (feet)  COMP
 PD0028  MODELED GRAV-     980,619.2   (mgal)                       NAVD 88
 PD0028
 PD0028  VERT ORDER  -  SECOND    CLASS 0
 PD0028
 PD0028.The horizontal coordinates were scaled from a topographic map and have
 PD0028.an estimated accuracy of +/- 6 seconds.
 PD0028
 PD0028.The orthometric height was determined by differential leveling
 PD0028.and adjusted by the National Geodetic Survey in June 1991..
 PD0028
 PD0028.The geoid height was determined by GEOID03.
 PD0028
 PD0028.The dynamic height is computed by dividing the NAVD 88
 PD0028.geopotential number by the normal gravity value computed on the
 PD0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0028.degrees latitude (g = 980.6199 gals.).
 PD0028
 PD0028.The modeled gravity was interpolated from observed gravity values.
 PD0028
 PD0028;                    North         East    Units  Estimated Accuracy
 PD0028;SPC ME E     -   149,050.      411,270.      MT  (+/- 180 meters Scaled)
 PD0028
 PD0028                          SUPERSEDED SURVEY CONTROL
 PD0028
 PD0028  NGVD 29 (??/??/92)   60.584  (m)          198.77   (f) ADJ UNCH    2 0
 PD0028
 PD0028.Superseded values are not recommended for survey control.
 PD0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0028.See file dsdata.txt to determine how the superseded data were derived.
 PD0028
 PD0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK506846(NAD 83)
 PD0028_MARKER: DD = SURVEY DISK
 PD0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PD0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PD0028_STAMPING: N 18 1929
 PD0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0028+STABILITY: SURFACE MOTION
 PD0028
 PD0028  HISTORY     - Date     Condition        Report By
 PD0028  HISTORY     - 1929     MONUMENTED       USGS
 PD0028  HISTORY     - 1935     GOOD             NGS
 PD0028  HISTORY     - 1946     GOOD             NGS
 PD0028  HISTORY     - 1978     MARK NOT FOUND   NGS
 PD0028
 PD0028                          STATION DESCRIPTION
 PD0028
 PD0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PD0028'1.9 MI NW FROM PERRY.
 PD0028'1.9 MILES NORTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 PD0028'PERRY, WASHINGTON COUNTY, ABOUT 63 YARDS NORTHEAST OF A SCHOOL,
 PD0028'27 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND 8 FEET
 PD0028'NORTHWEST OF A STONE POST MARKED LATITUDE 45 DEGREES.  A UNITED
 PD0028'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED N 18 1929 AND SET
 PD0028'IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 PD0028
 PD0028                          STATION RECOVERY (1946)
 PD0028
 PD0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 PD0028'RECOVERED IN GOOD CONDITION.
 PD0028
 PD0028                          STATION RECOVERY (1978)
 PD0028
 PD0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PD0028'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1071 ***********************************************************************
 QG1071  DESIGNATION -  N 180
 QG1071  PID         -  QG1071
 QG1071  STATE/COUNTY-  ME/SOMERSET
 QG1071  USGS QUAD   -  MOUNT KINEO (1989)
 QG1071
 QG1071                         *CURRENT SURVEY CONTROL
 QG1071  ___________________________________________________________________
 QG1071* NAD 83(1986)-  45 38 11.     (N)    069 44 16.     (W)     SCALED    
 QG1071* NAVD 88     -       369.782  (meters)    1213.19   (feet)  ADJUSTED  
 QG1071  ___________________________________________________________________
 QG1071  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 QG1071  DYNAMIC HT  -         369.774 (meters)    1213.17  (feet)  COMP
 QG1071  MODELED GRAV-     980,583.6   (mgal)                       NAVD 88
 QG1071
 QG1071  VERT ORDER  -  FIRST     CLASS II
 QG1071
 QG1071.The horizontal coordinates were scaled from a topographic map and have
 QG1071.an estimated accuracy of +/- 6 seconds.
 QG1071
 QG1071.The orthometric height was determined by differential leveling
 QG1071.and adjusted by the National Geodetic Survey in June 1991..
 QG1071
 QG1071.The geoid height was determined by GEOID03.
 QG1071
 QG1071.The dynamic height is computed by dividing the NAVD 88
 QG1071.geopotential number by the normal gravity value computed on the
 QG1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1071.degrees latitude (g = 980.6199 gals.).
 QG1071
 QG1071.The modeled gravity was interpolated from observed gravity values.
 QG1071
 QG1071;                    North         East    Units  Estimated Accuracy
 QG1071;SPC ME W     -   311,550.      933,440.      MT  (+/- 180 meters Scaled)
 QG1071
 QG1071                          SUPERSEDED SURVEY CONTROL
 QG1071
 QG1071.No superseded survey control is available for this station.
 QG1071
 QG1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL424539(NAD 83)
 QG1071_MARKER: DB = BENCH MARK DISK
 QG1071_SETTING: 66 = SET IN ROCK OUTCROP
 QG1071_SP_SET: ROCK OUTCROP
 QG1071_STAMPING: N 180 1978
 QG1071_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG1071+STABILITY: POSITION/ELEVATION WELL
 QG1071
 QG1071  HISTORY     - Date     Condition        Report By
 QG1071  HISTORY     - 1978     MONUMENTED       NGS
 QG1071
 QG1071                          STATION DESCRIPTION
 QG1071
 QG1071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1071'2.95 MI SOUTH FROM ROCKWOOD.
 QG1071'0.25 MILES SOUTHWEST ALONG LAKE STREET FROM THE ROCKWOOD POST OFFICE
 QG1071'THENCE 2.7 MILES SOUTH ALONG STATE HIGHWAY 6, 28.6 FT. EAST OF THE
 QG1071'CENTER LINE OF THE HIGHWAY, 70.0 YARDS SOUTH OF THE CREST OF THE HILL,
 QG1071'136.0 FT. SOUTH OF POWER POLE 427 74, ALSO 1.1 MILES SOUTH ALONG
 QG1071'STATE HIGHWAY 6 FROM THE SOUTH END OF THE BRIDGE OVER THE WEST
 QG1071'OUTLET OF THE KENNEBEC RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0044 ***********************************************************************
 QH0044  DESIGNATION -  N 181
 QH0044  PID         -  QH0044
 QH0044  STATE/COUNTY-  ME/SOMERSET
 QH0044  USGS QUAD   -  LONG POND (1989)
 QH0044
 QH0044                         *CURRENT SURVEY CONTROL
 QH0044  ___________________________________________________________________
 QH0044* NAD 83(1986)-  45 37 23.     (N)    070 06 04.     (W)     SCALED    
 QH0044* NAVD 88     -       364.183  (meters)    1194.82   (feet)  ADJUSTED  
 QH0044  ___________________________________________________________________
 QH0044  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 QH0044  DYNAMIC HT  -         364.169 (meters)    1194.78  (feet)  COMP
 QH0044  MODELED GRAV-     980,564.9   (mgal)                       NAVD 88
 QH0044
 QH0044  VERT ORDER  -  FIRST     CLASS II
 QH0044
 QH0044.The horizontal coordinates were scaled from a topographic map and have
 QH0044.an estimated accuracy of +/- 6 seconds.
 QH0044
 QH0044.The orthometric height was determined by differential leveling
 QH0044.and adjusted by the National Geodetic Survey in June 1991..
 QH0044
 QH0044.The geoid height was determined by GEOID03.
 QH0044
 QH0044.The dynamic height is computed by dividing the NAVD 88
 QH0044.geopotential number by the normal gravity value computed on the
 QH0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QH0044.degrees latitude (g = 980.6199 gals.).
 QH0044
 QH0044.The modeled gravity was interpolated from observed gravity values.
 QH0044
 QH0044;                    North         East    Units  Estimated Accuracy
 QH0044;SPC ME W     -   309,980.      905,110.      MT  (+/- 180 meters Scaled)
 QH0044
 QH0044                          SUPERSEDED SURVEY CONTROL
 QH0044
 QH0044.No superseded survey control is available for this station.
 QH0044
 QH0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL141527(NAD 83)
 QH0044_MARKER: DB = BENCH MARK DISK
 QH0044_SETTING: 66 = SET IN ROCK OUTCROP
 QH0044_SP_SET: ROCK OUTCROP
 QH0044_STAMPING: N 181
 QH0044_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QH0044+STABILITY: POSITION/ELEVATION WELL
 QH0044
 QH0044  HISTORY     - Date     Condition        Report By
 QH0044  HISTORY     - 1978     MONUMENTED       NGS
 QH0044
 QH0044                          STATION DESCRIPTION
 QH0044
 QH0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QH0044'8.3 MI EAST FROM JACKMAN.
 QH0044'0.5 MILES SOUTHEAST ALONG STATE HIGHWAY 6 FROM ITS JUNCTION WITH THE
 QH0044'CANADIAN PACIFIC RAILROAD AT JACKMAN THENCE 7.8 MILES EAST ALONG
 QH0044'STATE HIGHWAY 6, 29.0 FT. SOUTH-SOUTHWEST OF THE CENTER LINE OF THE
 QH0044'HIGHWAY, 0.05 MILES EAST-SOUTHEAST OF THE EAST END OF A CURVE, 65.5
 QH0044'FT. SOUTHWEST OF POWER POLE 134, 17.8 FT. NORTHEAST OF A TRIANGULAR
 QH0044'BLAZED TREE 0.6 FT. IN DIAMETER, SET IN OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0067 ***********************************************************************
 QH0067  DESIGNATION -  N 182
 QH0067  PID         -  QH0067
 QH0067  STATE/COUNTY-  ME/SOMERSET
 QH0067  USGS QUAD   -  JACKMAN (1989)
 QH0067
 QH0067                         *CURRENT SURVEY CONTROL
 QH0067  ___________________________________________________________________
 QH0067* NAD 83(1986)-  45 42 33.     (N)    070 17 07.     (W)     SCALED    
 QH0067* NAVD 88     -       446.981  (meters)    1466.47   (feet)  ADJUSTED  
 QH0067  ___________________________________________________________________
 QH0067  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 QH0067  DYNAMIC HT  -         446.962 (meters)    1466.41  (feet)  COMP
 QH0067  MODELED GRAV-     980,561.0   (mgal)                       NAVD 88
 QH0067
 QH0067  VERT ORDER  -  FIRST     CLASS II
 QH0067
 QH0067.The horizontal coordinates were scaled from a topographic map and have
 QH0067.an estimated accuracy of +/- 6 seconds.
 QH0067
 QH0067.The orthometric height was determined by differential leveling
 QH0067.and adjusted by the National Geodetic Survey in June 1991..
 QH0067
 QH0067.The geoid height was determined by GEOID03.
 QH0067
 QH0067.The dynamic height is computed by dividing the NAVD 88
 QH0067.geopotential number by the normal gravity value computed on the
 QH0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QH0067.degrees latitude (g = 980.6199 gals.).
 QH0067
 QH0067.The modeled gravity was interpolated from observed gravity values.
 QH0067
 QH0067;                    North         East    Units  Estimated Accuracy
 QH0067;SPC ME W     -   319,550.      890,760.      MT  (+/- 180 meters Scaled)
 QH0067
 QH0067                          SUPERSEDED SURVEY CONTROL
 QH0067
 QH0067.No superseded survey control is available for this station.
 QH0067
 QH0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL999625(NAD 83)
 QH0067_MARKER: DB = BENCH MARK DISK
 QH0067_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QH0067_SP_SET: STAINLESS STEEL ROD
 QH0067_STAMPING: N 182
 QH0067_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QH0067
 QH0067  HISTORY     - Date     Condition        Report By
 QH0067  HISTORY     - 1978     MONUMENTED       NGS
 QH0067
 QH0067                          STATION DESCRIPTION
 QH0067
 QH0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QH0067'6.35 MI NW FROM JACKMAN.
 QH0067'6.35 MILES NORTHWEST ALONG STATE HIGHWAY 6 FROM ITS JUNCTION WITH THE
 QH0067'CANADIAN PACIFIC RAILROAD AT JACKMAN, 46.0 FT. EAST OF THE CENTER LINE
 QH0067'OF THE HIGHWAY, 80.0 YARDS SOUTH-SOUTHEAST OF THE CREST OF THE HILL,
 QH0067'17.8 FT. NORTHWEST OF A TRIANGULAR BLAZED TREE 0.4 FT. IN DIAMETER,
 QH0067'13.5 FT. WEST-SOUTHWEST OF A TRIANGULAR BLAZED TREE 0.5 FT. IN
 QH0067'DIAMETER, 11.0 FT. SOUTH-SOUTHEAST OF TELEPHONE POLE 141, ACCESS TO
 QH0067'WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1135 ***********************************************************************
 QG1135  DESIGNATION -  N 183
 QG1135  PID         -  QG1135
 QG1135  STATE/COUNTY-  ME/PISCATAQUIS
 QG1135  USGS QUAD   -  MILO NORTH (1988)
 QG1135
 QG1135                         *CURRENT SURVEY CONTROL
 QG1135  ___________________________________________________________________
 QG1135* NAD 83(1986)-  45 18 34.     (N)    068 53 04.     (W)     SCALED    
 QG1135* NAVD 88     -       125.967  (meters)     413.28   (feet)  ADJUSTED  
 QG1135  ___________________________________________________________________
 QG1135  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 QG1135  DYNAMIC HT  -         125.966 (meters)     413.27  (feet)  COMP
 QG1135  MODELED GRAV-     980,606.1   (mgal)                       NAVD 88
 QG1135
 QG1135  VERT ORDER  -  FIRST     CLASS II
 QG1135
 QG1135.The horizontal coordinates were scaled from a topographic map and have
 QG1135.an estimated accuracy of +/- 6 seconds.
 QG1135
 QG1135.The orthometric height was determined by differential leveling
 QG1135.and adjusted by the National Geodetic Survey in June 1991..
 QG1135
 QG1135.The geoid height was determined by GEOID03.
 QG1135
 QG1135.The dynamic height is computed by dividing the NAVD 88
 QG1135.geopotential number by the normal gravity value computed on the
 QG1135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1135.degrees latitude (g = 980.6199 gals.).
 QG1135
 QG1135.The modeled gravity was interpolated from observed gravity values.
 QG1135
 QG1135;                    North         East    Units  Estimated Accuracy
 QG1135;SPC ME E     -   182,600.      269,850.      MT  (+/- 180 meters Scaled)
 QG1135
 QG1135                          SUPERSEDED SURVEY CONTROL
 QG1135
 QG1135.No superseded survey control is available for this station.
 QG1135
 QG1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL090173(NAD 83)
 QG1135_MARKER: DB = BENCH MARK DISK
 QG1135_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QG1135_SP_SET: SEMAPHORE FOOTING
 QG1135_STAMPING: N 183 1978
 QG1135_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG1135
 QG1135  HISTORY     - Date     Condition        Report By
 QG1135  HISTORY     - 1978     MONUMENTED       NGS
 QG1135
 QG1135                          STATION DESCRIPTION
 QG1135
 QG1135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1135'11.1 MI NE FROM MILO.
 QG1135'8.8 MILES EAST ALONG OLD STATE HIGHWAY 16 FROM THE POST OFFICE AT
 QG1135'MILO, TO THE JUNCTION OF A GRAVEL ROAD (FORMERLY THE BANGOR AND
 QG1135'AROOSTOOK RAILROAD) LEADING NORTHWESTERLY FROM THE HIGHWAY, THENCE
 QG1135'2.3 MILES NORTHWEST ALONG THE ROAD, 11.5 FT. WEST-SOUTHWEST FROM THE
 QG1135'CENTER LINE OF THE ROAD, IN THE TOP OF A 2.5 BY 3-FT. CONCRETE
 QG1135'SEMAPHORE FOOTING, MARK DOES NOT CONFORM TO CURRENT NATIONAL GEODETIC
 QG1135'SURVEY SPECIFICATIONS FOR THE FIRST ORDER-CLASS THREE RELEVELING
 QG1135'PROGRAM, INABILITY TO SUCCESSFULLY ACQUIRE SUFFICIENT DEPTH WITH
 QG1135'CLASS B ROD MARK AND ABSENCE OF ROCK OUTCROP, AREA WAS ABUNDANT WITH
 QG1135'GLACIAL TILL AND RAILROAD GRADE FILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1167 ***********************************************************************
 QG1167  DESIGNATION -  N 184
 QG1167  PID         -  QG1167
 QG1167  STATE/COUNTY-  ME/PENOBSCOT
 QG1167  USGS QUAD   -  LINCOLN CENTER (1988)
 QG1167
 QG1167                         *CURRENT SURVEY CONTROL
 QG1167  ___________________________________________________________________
 QG1167* NAD 83(1986)-  45 27 34.     (N)    068 24 24.     (W)     SCALED    
 QG1167* NAVD 88     -        60.091  (meters)     197.15   (feet)  ADJUSTED  
 QG1167  ___________________________________________________________________
 QG1167  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 QG1167  DYNAMIC HT  -          60.092 (meters)     197.15  (feet)  COMP
 QG1167  MODELED GRAV-     980,633.9   (mgal)                       NAVD 88
 QG1167
 QG1167  VERT ORDER  -  FIRST     CLASS II
 QG1167
 QG1167.The horizontal coordinates were scaled from a topographic map and have
 QG1167.an estimated accuracy of +/- 6 seconds.
 QG1167
 QG1167.The orthometric height was determined by differential leveling
 QG1167.and adjusted by the National Geodetic Survey in June 1991..
 QG1167
 QG1167.The geoid height was determined by GEOID03.
 QG1167
 QG1167.The dynamic height is computed by dividing the NAVD 88
 QG1167.geopotential number by the normal gravity value computed on the
 QG1167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1167.degrees latitude (g = 980.6199 gals.).
 QG1167
 QG1167.The modeled gravity was interpolated from observed gravity values.
 QG1167
 QG1167;                    North         East    Units  Estimated Accuracy
 QG1167;SPC ME E     -   199,200.      307,300.      MT  (+/- 180 meters Scaled)
 QG1167
 QG1167                          SUPERSEDED SURVEY CONTROL
 QG1167
 QG1167.No superseded survey control is available for this station.
 QG1167
 QG1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL463341(NAD 83)
 QG1167_MARKER: DB = BENCH MARK DISK
 QG1167_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QG1167_SP_SET: STAINLESS STEEL ROD
 QG1167_STAMPING: N 184 1978
 QG1167_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG1167
 QG1167  HISTORY     - Date     Condition        Report By
 QG1167  HISTORY     - 1978     MONUMENTED       NGS
 QG1167
 QG1167                          STATION DESCRIPTION
 QG1167
 QG1167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1167'2.2 MI SW FROM WINN.
 QG1167'2.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 2 FROM THE POST OFFICE AT WINN,
 QG1167'72.8 FT. NORTHWEST OF AND ACROSS THE HIGHWAY FROM POWER POLE 866 78,
 QG1167'43.8 FT. NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 36.0 FT. SOUTH-
 QG1167'WEST OF THE CENTER LINE OF THE NORTHEAST END OF A CIRCULAR GRAVEL
 QG1167'DRIVE LEADING NORTH FROM THE HIGHWAY TO TWO MOBILE HOMES, 25.5 FT.
 QG1167'NORTHEAST OF THE CENTER LINE OF THE SOUTHWEST END OF THE CIRCULAR
 QG1167'DRIVE, 3.2 FT. NORTHEAST OF A POWER POLE, THE DISK IS 4 INCHES BELOW
 QG1167'GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0488 ***********************************************************************
 RF0488  DESIGNATION -  N 185
 RF0488  PID         -  RF0488
 RF0488  STATE/COUNTY-  ME/AROOSTOOK
 RF0488  USGS QUAD   -  WINTERVILLE (1985)
 RF0488
 RF0488                         *CURRENT SURVEY CONTROL
 RF0488  ___________________________________________________________________
 RF0488* NAD 83(1986)-  46 57 42.     (N)    068 33 30.     (W)     SCALED    
 RF0488* NAVD 88     -       289.747  (meters)     950.61   (feet)  ADJUSTED  
 RF0488  ___________________________________________________________________
 RF0488  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 RF0488  DYNAMIC HT  -         289.778 (meters)     950.71  (feet)  COMP
 RF0488  MODELED GRAV-     980,712.0   (mgal)                       NAVD 88
 RF0488
 RF0488  VERT ORDER  -  FIRST     CLASS II
 RF0488
 RF0488.The horizontal coordinates were scaled from a topographic map and have
 RF0488.an estimated accuracy of +/- 6 seconds.
 RF0488
 RF0488.The orthometric height was determined by differential leveling
 RF0488.and adjusted by the National Geodetic Survey in June 1991..
 RF0488
 RF0488.The geoid height was determined by GEOID03.
 RF0488
 RF0488.The dynamic height is computed by dividing the NAVD 88
 RF0488.geopotential number by the normal gravity value computed on the
 RF0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0488.degrees latitude (g = 980.6199 gals.).
 RF0488
 RF0488.The modeled gravity was interpolated from observed gravity values.
 RF0488
 RF0488;                    North         East    Units  Estimated Accuracy
 RF0488;SPC ME E     -   366,160.      295,560.      MT  (+/- 180 meters Scaled)
 RF0488
 RF0488                          SUPERSEDED SURVEY CONTROL
 RF0488
 RF0488.No superseded survey control is available for this station.
 RF0488
 RF0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN336009(NAD 83)
 RF0488_MARKER: DB = BENCH MARK DISK
 RF0488_SETTING: 66 = SET IN ROCK OUTCROP
 RF0488_SP_SET: OUTCROP
 RF0488_STAMPING: N 185 1978
 RF0488_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0488+STABILITY: POSITION/ELEVATION WELL
 RF0488
 RF0488  HISTORY     - Date     Condition        Report By
 RF0488  HISTORY     - 1978     MONUMENTED       NGS
 RF0488
 RF0488                          STATION DESCRIPTION
 RF0488
 RF0488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0488'5.5 MI SOUTH FROM EAGLE LAKE.
 RF0488'5.5 MILES SOUTH ALONG STATE HIGHWAY 11 FROM ST. MARYS CHURCH AT
 RF0488'EAGLE LAKE 0.8 MILES SOUTHEAST OF THE T-JUNCTION OF A PAVED ROAD
 RF0488'LEADING SOUTHWEST TO WINTERVILLE, 0.3 MILES SOUTHEAST OF THE PORTAGE
 RF0488'LAKE TOWN LINE, IN FRONT OF A 3-STORY WOOD HOUSE, IN THE TOP OF THE
 RF0488'APPROXIMATE CENTER OF A LARGE IRREGULAR ROCK OUTCROP, 59.7 FT.
 RF0488'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 28.9 SOUTHWEST OF THE
 RF0488'WEST CORNER OF THE HOUSE, 25.0 FT. SOUTHEAST OF THE CENTER LINE OF
 RF0488'A DRIVEWAY, 3.4 FT. WEST OF A 1-INCH FIR TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0461 ***********************************************************************
 RF0461  DESIGNATION -  N 186
 RF0461  PID         -  RF0461
 RF0461  STATE/COUNTY-  ME/AROOSTOOK
 RF0461  USGS QUAD   -  ASHLAND (1986)
 RF0461
 RF0461                         *CURRENT SURVEY CONTROL
 RF0461  ___________________________________________________________________
 RF0461* NAD 83(1986)-  46 43 22.     (N)    068 27 48.     (W)     SCALED    
 RF0461* NAVD 88     -       228.486  (meters)     749.62   (feet)  ADJUSTED  
 RF0461  ___________________________________________________________________
 RF0461  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 RF0461  DYNAMIC HT  -         228.509 (meters)     749.70  (feet)  COMP
 RF0461  MODELED GRAV-     980,708.8   (mgal)                       NAVD 88
 RF0461
 RF0461  VERT ORDER  -  FIRST     CLASS II
 RF0461
 RF0461.The horizontal coordinates were scaled from a topographic map and have
 RF0461.an estimated accuracy of +/- 6 seconds.
 RF0461
 RF0461.The orthometric height was determined by differential leveling
 RF0461.and adjusted by the National Geodetic Survey in June 1991..
 RF0461
 RF0461.The geoid height was determined by GEOID03.
 RF0461
 RF0461.The dynamic height is computed by dividing the NAVD 88
 RF0461.geopotential number by the normal gravity value computed on the
 RF0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0461.degrees latitude (g = 980.6199 gals.).
 RF0461
 RF0461.The modeled gravity was interpolated from observed gravity values.
 RF0461
 RF0461;                    North         East    Units  Estimated Accuracy
 RF0461;SPC ME E     -   339,610.      302,800.      MT  (+/- 180 meters Scaled)
 RF0461
 RF0461                          SUPERSEDED SURVEY CONTROL
 RF0461
 RF0461.No superseded survey control is available for this station.
 RF0461
 RF0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM410744(NAD 83)
 RF0461_MARKER: DB = BENCH MARK DISK
 RF0461_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RF0461_SP_SET: STAINLESS STEEL ROD
 RF0461_STAMPING: N 186 1978
 RF0461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0461
 RF0461  HISTORY     - Date     Condition        Report By
 RF0461  HISTORY     - 1978     MONUMENTED       NGS
 RF0461
 RF0461                          STATION DESCRIPTION
 RF0461
 RF0461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0461'2.85 MI SOUTH FROM PORTAGE.
 RF0461'2.85 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT
 RF0461'PORTAGE, 0.1 MILES SOUTHEAST OF A GRAVEL CROSS ROAD 16.4 FEET
 RF0461'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 60.5 FEET NORTHEAST
 RF0461'OF A 19-INCH TRIANGLE BLAZED TREE, 30.5 FEET SOUTHWEST OF A POWER
 RF0461'POLE. THE DISK IS 2-INCHES BELOW GROUND, ACCESS TO WHICH IS HAD
 RF0461'THROUGH A 4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0375 ***********************************************************************
 RF0375  DESIGNATION -  N 187
 RF0375  PID         -  RF0375
 RF0375  STATE/COUNTY-  ME/AROOSTOOK
 RF0375  USGS QUAD   -  BIG MACHIAS LAKE (1985)
 RF0375
 RF0375                         *CURRENT SURVEY CONTROL
 RF0375  ___________________________________________________________________
 RF0375* NAD 83(1986)-  46 40 55.     (N)    068 46 15.     (W)     SCALED    
 RF0375* NAVD 88     -       279.161  (meters)     915.88   (feet)  ADJUSTED  
 RF0375  ___________________________________________________________________
 RF0375  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 RF0375  DYNAMIC HT  -         279.183 (meters)     915.95  (feet)  COMP
 RF0375  MODELED GRAV-     980,683.6   (mgal)                       NAVD 88
 RF0375  OBS GRAVITY -     980,685.0   (mgal)                       GRAV_OBS
 RF0375
 RF0375  VERT ORDER  -  FIRST     CLASS II
 RF0375
 RF0375.The horizontal coordinates were scaled from a topographic map and have
 RF0375.an estimated accuracy of +/- 6 seconds.
 RF0375
 RF0375.The orthometric height was determined by differential leveling
 RF0375.and adjusted by the National Geodetic Survey in June 1991..
 RF0375
 RF0375.The geoid height was determined by GEOID03.
 RF0375
 RF0375.The dynamic height is computed by dividing the NAVD 88
 RF0375.geopotential number by the normal gravity value computed on the
 RF0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0375.degrees latitude (g = 980.6199 gals.).
 RF0375
 RF0375.The modeled gravity was interpolated from observed gravity values.
 RF0375.The observed gravity was obtained from relative gravimeter ties
 RF0375.to the IGSN71 gravity network.
 RF0375
 RF0375;                    North         East    Units  Estimated Accuracy
 RF0375;SPC ME E     -   335,110.      279,280.      MT  (+/- 180 meters Scaled)
 RF0375
 RF0375                          SUPERSEDED SURVEY CONTROL
 RF0375
 RF0375.No superseded survey control is available for this station.
 RF0375
 RF0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM175698(NAD 83)
 RF0375_MARKER: DB = BENCH MARK DISK
 RF0375_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RF0375_SP_SET: STAINLESS STEEL ROD
 RF0375_STAMPING: N 187 1978
 RF0375_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0375
 RF0375  HISTORY     - Date     Condition        Report By
 RF0375  HISTORY     - 1978     MONUMENTED       NGS
 RF0375
 RF0375                          STATION DESCRIPTION
 RF0375
 RF0375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0375'14.3 MI WEST FROM SIX MILE CHECK POINT.
 RF0375'10.85 MILES WEST ALONG AMERICAN REALTY ROAD FROM SIX MILE CHECK
 RF0375'POINT, THENCE 3.45 MILES NORTHWEST ALONG THE MAIN TRAVELED GRAVEL
 RF0375'ROAD, 0.35 MILE NORTHWEST OF THE SOUTHEAST ENTRANCE ROAD HEADING
 RF0375'SOUTHWEST TO CAMP SITES, 0.35 MILE SOUTHEAST OF THE T-JUNCTION OF
 RF0375'THE MAIN ENTRANCE TO A MAINE STATE FOREST SERVICE OFFICE, OPPOSITE
 RF0375'AND NORTH OF A SMALL WOODEN COTTAGE, 25.0 FEET NORTHEAST OF THE
 RF0375'CENTER LINE OF THE ROAD, 89.7 FEET NORTH OF AND ACROSS THE ROAD
 RF0375'FROM THE NORTH CORNER OF THE HOUSE, 13.1 FEET SOUTHEAST OF AN
 RF0375'18-INCH TRIANGULAR BLAZED FIR TREE. THE DISK IS 3 INCHES BELOW
 RF0375'GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1191 ***********************************************************************
 QG1191  DESIGNATION -  N 187 X
 QG1191  PID         -  QG1191
 QG1191  STATE/COUNTY-  ME/AROOSTOOK
 QG1191  USGS QUAD   -  WYTOPITLOCK (1988)
 QG1191
 QG1191                         *CURRENT SURVEY CONTROL
 QG1191  ___________________________________________________________________
 QG1191* NAD 83(1986)-  45 40 08.     (N)    068 06 36.     (W)     SCALED    
 QG1191* NAVD 88     -       145.348  (meters)     476.86   (feet)  ADJUSTED  
 QG1191  ___________________________________________________________________
 QG1191  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 QG1191  DYNAMIC HT  -         145.350 (meters)     476.87  (feet)  COMP
 QG1191  MODELED GRAV-     980,632.4   (mgal)                       NAVD 88
 QG1191
 QG1191  VERT ORDER  -  FIRST     CLASS II
 QG1191
 QG1191.The horizontal coordinates were scaled from a topographic map and have
 QG1191.an estimated accuracy of +/- 6 seconds.
 QG1191
 QG1191.The orthometric height was determined by differential leveling
 QG1191.and adjusted by the National Geodetic Survey in June 1991..
 QG1191
 QG1191.The geoid height was determined by GEOID03.
 QG1191
 QG1191.The dynamic height is computed by dividing the NAVD 88
 QG1191.geopotential number by the normal gravity value computed on the
 QG1191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1191.degrees latitude (g = 980.6199 gals.).
 QG1191
 QG1191.The modeled gravity was interpolated from observed gravity values.
 QG1191
 QG1191;                    North         East    Units  Estimated Accuracy
 QG1191;SPC ME E     -   222,550.      330,390.      MT  (+/- 180 meters Scaled)
 QG1191
 QG1191                          SUPERSEDED SURVEY CONTROL
 QG1191
 QG1191.No superseded survey control is available for this station.
 QG1191
 QG1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL693576(NAD 83)
 QG1191_MARKER: DB = BENCH MARK DISK
 QG1191_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QG1191_SP_SET: STAINLESS STEEL ROD
 QG1191_STAMPING: N 187 X 1978
 QG1191_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG1191
 QG1191  HISTORY     - Date     Condition        Report By
 QG1191  HISTORY     - 1978     MONUMENTED       NGS
 QG1191
 QG1191                          STATION DESCRIPTION
 QG1191
 QG1191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1191'2.1 MI NW FROM WYTOPITLOCK.
 QG1191'2.1 MILES NORTHWEST ALONG STATE HIGHWAY 171 FROM THE CANADIAN AND
 QG1191'PACIFIC RAILROAD CROSSING AT WYTOPITLOCK, 49.5 FT. WEST OF THE
 QG1191'SOUTHWEST CORNER OF A WELL HOUSE, 33.9 FT. NORTHWEST OF THE NORTHWEST
 QG1191'CORNER OF A ONE STORY WOOD FRAME HOUSE NAMED THE LONESOME SPRUCE
 QG1191'CAMP, 22.9 FT. EAST OF CENTER LINE OF HIGHWAY, 3.4 FT. NORTH OF POWER
 QG1191'POLE 44 WITH ONE TRANSFORMER. DISK IS 4 INCHES BELOW GROUND ACCESS
 QG1191'TO WHICH IS HAD THROUGH A 4 INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0399 ***********************************************************************
 RF0399  DESIGNATION -  N 188
 RF0399  PID         -  RF0399
 RF0399  STATE/COUNTY-  ME/AROOSTOOK
 RF0399  USGS QUAD   -  THIRD MUSQUACOOK LAKE (1986)
 RF0399
 RF0399                         *CURRENT SURVEY CONTROL
 RF0399  ___________________________________________________________________
 RF0399* NAD 83(1986)-  46 36 13.     (N)    069 07 56.     (W)     SCALED    
 RF0399* NAVD 88     -       363.408  (meters)    1192.28   (feet)  ADJUSTED  
 RF0399  ___________________________________________________________________
 RF0399  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 RF0399  DYNAMIC HT  -         363.431 (meters)    1192.36  (feet)  COMP
 RF0399  MODELED GRAV-     980,665.9   (mgal)                       NAVD 88
 RF0399
 RF0399  VERT ORDER  -  FIRST     CLASS II
 RF0399
 RF0399.The horizontal coordinates were scaled from a topographic map and have
 RF0399.an estimated accuracy of +/- 6 seconds.
 RF0399
 RF0399.The orthometric height was determined by differential leveling
 RF0399.and adjusted by the National Geodetic Survey in June 1991..
 RF0399
 RF0399.The geoid height was determined by GEOID03.
 RF0399
 RF0399.The dynamic height is computed by dividing the NAVD 88
 RF0399.geopotential number by the normal gravity value computed on the
 RF0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0399.degrees latitude (g = 980.6199 gals.).
 RF0399
 RF0399.The modeled gravity was interpolated from observed gravity values.
 RF0399
 RF0399;                    North         East    Units  Estimated Accuracy
 RF0399;SPC ME E     -   326,560.      251,570.      MT  (+/- 180 meters Scaled)
 RF0399
 RF0399                          SUPERSEDED SURVEY CONTROL
 RF0399
 RF0399.No superseded survey control is available for this station.
 RF0399
 RF0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM898611(NAD 83)
 RF0399_MARKER: DB = BENCH MARK DISK
 RF0399_SETTING: 66 = SET IN ROCK OUTCROP
 RF0399_SP_SET: OUTCROP
 RF0399_STAMPING: N 188 1978
 RF0399_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0399+STABILITY: POSITION/ELEVATION WELL
 RF0399
 RF0399  HISTORY     - Date     Condition        Report By
 RF0399  HISTORY     - 1978     MONUMENTED       NGS
 RF0399
 RF0399                          STATION DESCRIPTION
 RF0399
 RF0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0399'1.9 MILES SE FROM MUSQUACOOK CHECK POINT.
 RF0399'1.9 MILES SOUTHEAST ALONG THE MAIN TRAVELED GRAVEL ROAD FROM
 RF0399'MUSQUACOOK CHECK POINT, 1.6 MILES SOUTHEAST OF THE T-JUNCTION OF
 RF0399'A DIRT ROAD LEADING NORTHEAST TO SECOND MUSQUACOOK LAKE, 0.3 MILES
 RF0399'WEST OF THE T-JUNCTION OF A GRAVELED ROAD LEADING NORTHWEST TO
 RF0399'SECOND MUSQUACOOK LAKE, ABOUT 0.1 MILES EAST OF THE CREST OF A HILL,
 RF0399'INSIDE AND AT THE SOUTHEAST END OF A CURVE, 24.5 FEET NORTH OF THE
 RF0399'CENTER LINE OF THE ROAD, 17.3 FEET SOUTHEAST OF A 9-INCH TRIANGLE
 RF0399'BLAZED FIR TREE, IN THE TOP OF A 6 BY 3-FT. OUTCROP, 2 FT. ABOVE
 RF0399'GROUND, 18 INCHES NORTH OF THE SOUTH EDGE OF THE ROCK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0438 ***********************************************************************
 RF0438  DESIGNATION -  N 189
 RF0438  PID         -  RF0438
 RF0438  STATE/COUNTY-  ME/AROOSTOOK
 RF0438  USGS QUAD   -  BEAVER POND SE (1986)
 RF0438
 RF0438                         *CURRENT SURVEY CONTROL
 RF0438  ___________________________________________________________________
 RF0438* NAD 83(1986)-  46 35 10.     (N)    069 46 22.     (W)     SCALED    
 RF0438* NAVD 88     -       345.313  (meters)    1132.91   (feet)  ADJUSTED  
 RF0438  ___________________________________________________________________
 RF0438  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 RF0438  DYNAMIC HT  -         345.322 (meters)    1132.94  (feet)  COMP
 RF0438  MODELED GRAV-     980,632.0   (mgal)                       NAVD 88
 RF0438
 RF0438  VERT ORDER  -  FIRST     CLASS II
 RF0438
 RF0438.The horizontal coordinates were scaled from a topographic map and have
 RF0438.an estimated accuracy of +/- 6 seconds.
 RF0438
 RF0438.The orthometric height was determined by differential leveling
 RF0438.and adjusted by the National Geodetic Survey in June 1991..
 RF0438
 RF0438.The geoid height was determined by GEOID03.
 RF0438
 RF0438.The dynamic height is computed by dividing the NAVD 88
 RF0438.geopotential number by the normal gravity value computed on the
 RF0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0438.degrees latitude (g = 980.6199 gals.).
 RF0438
 RF0438.The modeled gravity was interpolated from observed gravity values.
 RF0438
 RF0438;                    North         East    Units  Estimated Accuracy
 RF0438;SPC ME E     -   325,210.      202,460.      MT  (+/- 180 meters Scaled)
 RF0438
 RF0438                          SUPERSEDED SURVEY CONTROL
 RF0438
 RF0438.No superseded survey control is available for this station.
 RF0438
 RF0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM407594(NAD 83)
 RF0438_MARKER: DB = BENCH MARK DISK
 RF0438_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RF0438_SP_SET: STAINLESS STEEL ROD
 RF0438_STAMPING: N 189 1978
 RF0438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0438
 RF0438  HISTORY     - Date     Condition        Report By
 RF0438  HISTORY     - 1978     MONUMENTED       NGS
 RF0438
 RF0438                          STATION DESCRIPTION
 RF0438
 RF0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0438'12.8 MI EAST FROM DAAQUAM.
 RF0438'12.8 MILES EAST ALONG MAIN TRAVELED GRAVEL ROAD FROM THE U.S.
 RF0438'CUSTOM HOUSE OFFICE AT DAAQUAM, 2.55 MILES EAST OF THE SOUTHEAST
 RF0438'END OF A BRIDGE OVER THE ST. JOHN RIVER, 0.6 MILE SOUTHEAST OF A
 RF0438'SMALL WOODEN BRIDGE OVER A STREAM, 1.0 MILE SOUTHEAST OF THE
 RF0438'Y-JUNCTION OF A ROAD LEADING NORTH TO RED PINE GROVE CAMP SITE,
 RF0438'ON THE OUTSIDE OF A LONG CURVE, AT A SMALL CLEARING AND OPPOSITE
 RF0438'A LARGE CLEARING, 40.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 RF0438'55.0 FEET EAST OF A PROMINENT 11-INCH TRIANGULAR BLAZED WHITE
 RF0438'BIRCH TREE. THE DISK IS 1-INCH BELOW GROUND, ACCESS TO WHICH IS
 RF0438'HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0041 ***********************************************************************
 QF0041  DESIGNATION -  N 19
 QF0041  PID         -  QF0041
 QF0041  STATE/COUNTY-  ME/WASHINGTON
 QF0041  USGS QUAD   -  WOODLAND (1987)
 QF0041
 QF0041                         *CURRENT SURVEY CONTROL
 QF0041  ___________________________________________________________________
 QF0041* NAD 83(1986)-  45 10 12.     (N)    067 24 25.     (W)     SCALED    
 QF0041* NAVD 88     -        46.773  (meters)     153.45   (feet)  ADJUSTED  
 QF0041  ___________________________________________________________________
 QF0041  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 QF0041  DYNAMIC HT  -          46.771 (meters)     153.45  (feet)  COMP
 QF0041  MODELED GRAV-     980,596.1   (mgal)                       NAVD 88
 QF0041
 QF0041  VERT ORDER  -  SECOND    CLASS 0
 QF0041
 QF0041.The horizontal coordinates were scaled from a topographic map and have
 QF0041.an estimated accuracy of +/- 6 seconds.
 QF0041
 QF0041.The orthometric height was determined by differential leveling
 QF0041.and adjusted by the National Geodetic Survey in June 1991..
 QF0041
 QF0041.The geoid height was determined by GEOID03.
 QF0041
 QF0041.The dynamic height is computed by dividing the NAVD 88
 QF0041.geopotential number by the normal gravity value computed on the
 QF0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0041.degrees latitude (g = 980.6199 gals.).
 QF0041
 QF0041.The modeled gravity was interpolated from observed gravity values.
 QF0041
 QF0041;                    North         East    Units  Estimated Accuracy
 QF0041;SPC ME E     -   167,620.      385,920.      MT  (+/- 180 meters Scaled)
 QF0041
 QF0041                          SUPERSEDED SURVEY CONTROL
 QF0041
 QF0041  NGVD 29 (??/??/92)   46.972  (m)          154.11   (f) ADJ UNCH    2 0
 QF0041
 QF0041.Superseded values are not recommended for survey control.
 QF0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0041.See file dsdata.txt to determine how the superseded data were derived.
 QF0041
 QF0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL251030(NAD 83)
 QF0041_MARKER: DB = BENCH MARK DISK
 QF0041_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QF0041_SP_SET: FOOTING
 QF0041_STAMPING: 154.107 N 19 1933
 QF0041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QF0041
 QF0041  HISTORY     - Date     Condition        Report By
 QF0041  HISTORY     - 1933     MONUMENTED       CGS
 QF0041  HISTORY     - 1934     GOOD             NGS
 QF0041
 QF0041                          STATION DESCRIPTION
 QF0041
 QF0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 QF0041'AT WOODLAND JUNCTION.
 QF0041'AT WOODLAND JUNCTION, WASHINGTON COUNTY, ON THE ABANDONED MAINE
 QF0041'CENTRAL RAILROAD, AT THE THIRD POWER-TRANSMISSION LINE TOWER
 QF0041'NORTH OF THE RAILROAD BRIDGE OVER ST. CROIX RIVER, IN THE TOP OF
 QF0041'THE SOUTHWEST CORNER OF THE SOUTHWEST CONCRETE FOOTING, 8 YARDS
 QF0041'SOUTHEAST OF THE CENTER LINE OF THE OLD ROADBED, AND ABOUT 1
 QF0041'FOOT LOWER THAN THE ROADBED.  A STANDARD DISK, STAMPED 154.107
 QF0041'N 19 1933.
 QF0041
 QF0041                          STATION RECOVERY (1934)
 QF0041
 QF0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QF0041'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0421 ***********************************************************************
 RF0421  DESIGNATION -  N 190
 RF0421  PID         -  RF0421
 RF0421  STATE/COUNTY-  ME/AROOSTOOK
 RF0421  USGS QUAD   -  UMSASKIS LAKE WEST (1986)
 RF0421
 RF0421                         *CURRENT SURVEY CONTROL
 RF0421  ___________________________________________________________________
 RF0421* NAD 83(1986)-  46 36 53.     (N)    069 29 57.     (W)     SCALED    
 RF0421* NAVD 88     -       332.469  (meters)    1090.78   (feet)  ADJUSTED  
 RF0421  ___________________________________________________________________
 RF0421  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 RF0421  DYNAMIC HT  -         332.482 (meters)    1090.82  (feet)  COMP
 RF0421  MODELED GRAV-     980,642.6   (mgal)                       NAVD 88
 RF0421
 RF0421  VERT ORDER  -  FIRST     CLASS II
 RF0421
 RF0421.The horizontal coordinates were scaled from a topographic map and have
 RF0421.an estimated accuracy of +/- 6 seconds.
 RF0421
 RF0421.The orthometric height was determined by differential leveling
 RF0421.and adjusted by the National Geodetic Survey in June 1991..
 RF0421
 RF0421.The geoid height was determined by GEOID03.
 RF0421
 RF0421.The dynamic height is computed by dividing the NAVD 88
 RF0421.geopotential number by the normal gravity value computed on the
 RF0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0421.degrees latitude (g = 980.6199 gals.).
 RF0421
 RF0421.The modeled gravity was interpolated from observed gravity values.
 RF0421
 RF0421;                    North         East    Units  Estimated Accuracy
 RF0421;SPC ME E     -   328,080.      223,470.      MT  (+/- 180 meters Scaled)
 RF0421
 RF0421                          SUPERSEDED SURVEY CONTROL
 RF0421
 RF0421.No superseded survey control is available for this station.
 RF0421
 RF0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM617624(NAD 83)
 RF0421_MARKER: DB = BENCH MARK DISK
 RF0421_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RF0421_SP_SET: STAINLESS STEEL ROD
 RF0421_STAMPING: N 190 1978
 RF0421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0421
 RF0421  HISTORY     - Date     Condition        Report By
 RF0421  HISTORY     - 1978     MONUMENTED       NGS
 RF0421
 RF0421                          STATION DESCRIPTION
 RF0421
 RF0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0421'1.8 MI EAST FROM CLAYTON LAKE.
 RF0421'1.8 MILES EAST ALONG THE MAIN TRAVELED GRAVEL ROAD FROM THE POST
 RF0421'OFFICE AT CLAYTON LAKE, 0.7 MILE NORTHEAST OF THE Y-JUNCTION OF A
 RF0421'HEAVILY TRAVELED ROAD LEADING SOUTHEAST, ABOUT 0.05 MILE SOUTHWEST
 RF0421'OF THE CREST OF THE HILL, AT A SMALL CLEARING WITH YOUNG FIR TREES
 RF0421'ON THE PERIMETER, 33.0 FEET SOUTHEAST OF THE CENTER LINE OF THE
 RF0421'ROAD, 22.3 FEET NORTHWEST OF A 13-INCH CEDAR TREE. THE DISK IS 1-INCH
 RF0421'BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC
 RF0421'SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0274 ***********************************************************************
 QF0274  DESIGNATION -  N 191
 QF0274  PID         -  QF0274
 QF0274  STATE/COUNTY-  ME/WASHINGTON
 QF0274  USGS QUAD   -  TOMAH MOUNTAIN (1988)
 QF0274
 QF0274                         *CURRENT SURVEY CONTROL
 QF0274  ___________________________________________________________________
 QF0274* NAD 83(1986)-  45 29 22.     (N)    067 44 55.     (W)     SCALED    
 QF0274* NAVD 88     -       167.483  (meters)     549.48   (feet)  ADJUSTED  
 QF0274  ___________________________________________________________________
 QF0274  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 QF0274  DYNAMIC HT  -         167.482 (meters)     549.48  (feet)  COMP
 QF0274  MODELED GRAV-     980,604.3   (mgal)                       NAVD 88
 QF0274  OBS GRAVITY -     980,603.3   (mgal)                       GRAV_OBS
 QF0274
 QF0274  VERT ORDER  -  FIRST     CLASS II
 QF0274
 QF0274.The horizontal coordinates were scaled from a topographic map and have
 QF0274.an estimated accuracy of +/- 6 seconds.
 QF0274
 QF0274.The orthometric height was determined by differential leveling
 QF0274.and adjusted by the National Geodetic Survey in June 1991..
 QF0274
 QF0274.The geoid height was determined by GEOID03.
 QF0274
 QF0274.The dynamic height is computed by dividing the NAVD 88
 QF0274.geopotential number by the normal gravity value computed on the
 QF0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0274.degrees latitude (g = 980.6199 gals.).
 QF0274
 QF0274.The modeled gravity was interpolated from observed gravity values.
 QF0274.The observed gravity was obtained from relative gravimeter ties
 QF0274.to the IGSN71 gravity network.
 QF0274
 QF0274;                    North         East    Units  Estimated Accuracy
 QF0274;SPC ME E     -   202,810.      358,730.      MT  (+/- 180 meters Scaled)
 QF0274
 QF0274                          SUPERSEDED SURVEY CONTROL
 QF0274
 QF0274.No superseded survey control is available for this station.
 QF0274
 QF0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL977380(NAD 83)
 QF0274_MARKER: DB = BENCH MARK DISK
 QF0274_SETTING: 66 = SET IN ROCK OUTCROP
 QF0274_SP_SET: OUTCROP
 QF0274_STAMPING: N 191 1978
 QF0274_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0274+STABILITY: POSITION/ELEVATION WELL
 QF0274
 QF0274  HISTORY     - Date     Condition        Report By
 QF0274  HISTORY     - 1978     MONUMENTED       NGS
 QF0274
 QF0274                          STATION DESCRIPTION
 QF0274
 QF0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0274'3.0 MI SE FROM BROOKTON.
 QF0274'3.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 1 FROM THE CROSS ROADS OF
 QF0274'LAKE ROAD AND FOREST STATION ROAD AT BROOKTON, 124.4 FEET SOUTHWEST
 QF0274'OF AND ACROSS HIGHWAY FROM POWER POLE, 31.0 FEET SOUTH OF THE CENTER
 QF0274'LINE OF TRACK ROAD LEADING WEST, 23.3 FEET WEST OF THE CENTER LINE
 QF0274'OF HIGHWAY. DISK IS SET 3 INCHES DEEP AND IS 2 FEET NORTH OF THE
 QF0274'SOUTH END AND 4 FEET WEST OF THE EAST END.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0226 ***********************************************************************
 QF0226  DESIGNATION -  N 192
 QF0226  PID         -  QF0226
 QF0226  STATE/COUNTY-  ME/AROOSTOOK
 QF0226  USGS QUAD   -  ORIENT (1989)
 QF0226
 QF0226                         *CURRENT SURVEY CONTROL
 QF0226  ___________________________________________________________________
 QF0226* NAD 83(1986)-  45 51 03.     (N)    067 51 06.     (W)     SCALED    
 QF0226* NAVD 88     -       144.117  (meters)     472.82   (feet)  ADJUSTED  
 QF0226  ___________________________________________________________________
 QF0226  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 QF0226  DYNAMIC HT  -         144.121 (meters)     472.84  (feet)  COMP
 QF0226  MODELED GRAV-     980,641.0   (mgal)                       NAVD 88
 QF0226
 QF0226  VERT ORDER  -  FIRST     CLASS II
 QF0226
 QF0226.The horizontal coordinates were scaled from a topographic map and have
 QF0226.an estimated accuracy of +/- 6 seconds.
 QF0226
 QF0226.The orthometric height was determined by differential leveling
 QF0226.and adjusted by the National Geodetic Survey in June 1991..
 QF0226
 QF0226.The geoid height was determined by GEOID03.
 QF0226
 QF0226.The dynamic height is computed by dividing the NAVD 88
 QF0226.geopotential number by the normal gravity value computed on the
 QF0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0226.degrees latitude (g = 980.6199 gals.).
 QF0226
 QF0226.The modeled gravity was interpolated from observed gravity values.
 QF0226
 QF0226;                    North         East    Units  Estimated Accuracy
 QF0226;SPC ME E     -   242,900.      350,350.      MT  (+/- 180 meters Scaled)
 QF0226
 QF0226                          SUPERSEDED SURVEY CONTROL
 QF0226
 QF0226.No superseded survey control is available for this station.
 QF0226
 QF0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL891781(NAD 83)
 QF0226_MARKER: DB = BENCH MARK DISK
 QF0226_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QF0226_SP_SET: STAINLESS STEEL ROD
 QF0226_STAMPING: N 192 1978
 QF0226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QF0226
 QF0226  HISTORY     - Date     Condition        Report By
 QF0226  HISTORY     - 1978     MONUMENTED       NGS
 QF0226
 QF0226                          STATION DESCRIPTION
 QF0226
 QF0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0226'7.1 MI SOUTH FROM NORTH AMITY.
 QF0226'7.1 MILES SOUTH ALONG U.S. HIGHWAY 1, FROM THE AMITY BAPTIST AT
 QF0226'NORTH AMITY, 101.5 FEET SOUTHWEST OF AND ACROSS THE HIGHWAY FROM
 QF0226'TELEPHONE POLE 374 WITH ONE GUY WIRE TO GROUND, 48.8 FEET WEST-
 QF0226'NORTHWEST OF CENTER LINE OF HIGHWAY, 15.5 FEET SOUTH-SOUTHWEST OF
 QF0226'POWER POLE 12 15 WITH ONE GUY WIRE TO GROUND. THE DISK IS 4 INCHES
 QF0226'BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW
 QF0226'PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0204 ***********************************************************************
 QF0204  DESIGNATION -  N 193
 QF0204  PID         -  QF0204
 QF0204  STATE/COUNTY-  ME/WASHINGTON
 QF0204  USGS QUAD   -  LAMBERT LAKE (1988)
 QF0204
 QF0204                         *CURRENT SURVEY CONTROL
 QF0204  ___________________________________________________________________
 QF0204* NAD 83(1986)-  45 32 22.     (N)    067 32 12.     (W)     SCALED    
 QF0204* NAVD 88     -       140.602  (meters)     461.29   (feet)  ADJUSTED  
 QF0204  ___________________________________________________________________
 QF0204  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 QF0204  DYNAMIC HT  -         140.602 (meters)     461.29  (feet)  COMP
 QF0204  MODELED GRAV-     980,608.2   (mgal)                       NAVD 88
 QF0204
 QF0204  VERT ORDER  -  FIRST     CLASS II
 QF0204
 QF0204.The horizontal coordinates were scaled from a topographic map and have
 QF0204.an estimated accuracy of +/- 6 seconds.
 QF0204
 QF0204.The orthometric height was determined by differential leveling
 QF0204.and adjusted by the National Geodetic Survey in June 1991..
 QF0204
 QF0204.The geoid height was determined by GEOID03.
 QF0204
 QF0204.The dynamic height is computed by dividing the NAVD 88
 QF0204.geopotential number by the normal gravity value computed on the
 QF0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0204.degrees latitude (g = 980.6199 gals.).
 QF0204
 QF0204.The modeled gravity was interpolated from observed gravity values.
 QF0204
 QF0204;                    North         East    Units  Estimated Accuracy
 QF0204;SPC ME E     -   208,540.      375,230.      MT  (+/- 180 meters Scaled)
 QF0204
 QF0204                          SUPERSEDED SURVEY CONTROL
 QF0204
 QF0204.No superseded survey control is available for this station.
 QF0204
 QF0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL142439(NAD 83)
 QF0204_MARKER: DB = BENCH MARK DISK
 QF0204_SETTING: 66 = SET IN ROCK OUTCROP
 QF0204_SP_SET: OUTCROP
 QF0204_STAMPING: N 193 1978
 QF0204_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0204+STABILITY: POSITION/ELEVATION WELL
 QF0204
 QF0204  HISTORY     - Date     Condition        Report By
 QF0204  HISTORY     - 1978     MONUMENTED       NGS
 QF0204
 QF0204                          STATION DESCRIPTION
 QF0204
 QF0204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0204'0.3 MI SW FROM LAMBERT LAKE.
 QF0204'0.3 MILE SOUTHWEST ALONG STATE HIGHWAY 6 FROM THE CANADIAN PACIFIC
 QF0204'RAILROAD CROSSING AT LAMBERT LAKE, 53.5 FEET NORTHWEST OF AND
 QF0204'ACROSS HIGHWAY FROM POWER POLE WITH ONE LIGHT ATTACHED, 27.1 FEET
 QF0204'NORTHWEST OF THE CENTER LINE OF HIGHWAY, 15.8 FEET SOUTHWEST OF
 QF0204'POWER POLE NUMBER 81 WITH ONE TRANSFORMER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0252 ***********************************************************************
 QF0252  DESIGNATION -  N 194
 QF0252  PID         -  QF0252
 QF0252  STATE/COUNTY-  ME/WASHINGTON
 QF0252  USGS QUAD   -  PRINCETON (1990)
 QF0252
 QF0252                         *CURRENT SURVEY CONTROL
 QF0252  ___________________________________________________________________
 QF0252* NAD 83(1986)-  45 14 47.     (N)    067 35 55.     (W)     SCALED    
 QF0252* NAVD 88     -        70.712  (meters)     231.99   (feet)  ADJUSTED  
 QF0252  ___________________________________________________________________
 QF0252  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 QF0252  DYNAMIC HT  -          70.711 (meters)     231.99  (feet)  COMP
 QF0252  MODELED GRAV-     980,602.1   (mgal)                       NAVD 88
 QF0252  OBS GRAVITY -     980,604.7   (mgal)                       GRAV_OBS
 QF0252
 QF0252  VERT ORDER  -  FIRST     CLASS II
 QF0252
 QF0252.The horizontal coordinates were scaled from a topographic map and have
 QF0252.an estimated accuracy of +/- 6 seconds.
 QF0252
 QF0252.The orthometric height was determined by differential leveling
 QF0252.and adjusted by the National Geodetic Survey in June 1991..
 QF0252
 QF0252.The geoid height was determined by GEOID03.
 QF0252
 QF0252.The dynamic height is computed by dividing the NAVD 88
 QF0252.geopotential number by the normal gravity value computed on the
 QF0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0252.degrees latitude (g = 980.6199 gals.).
 QF0252
 QF0252.The modeled gravity was interpolated from observed gravity values.
 QF0252.The observed gravity was obtained from relative gravimeter ties
 QF0252.to the IGSN71 gravity network.
 QF0252
 QF0252;                    North         East    Units  Estimated Accuracy
 QF0252;SPC ME E     -   175,920.      370,760.      MT  (+/- 180 meters Scaled)
 QF0252
 QF0252                          SUPERSEDED SURVEY CONTROL
 QF0252
 QF0252.No superseded survey control is available for this station.
 QF0252
 QF0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL099112(NAD 83)
 QF0252_MARKER: DB = BENCH MARK DISK
 QF0252_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QF0252_SP_SET: STAINLESS STEEL ROD
 QF0252_STAMPING: N 194 1978
 QF0252_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QF0252
 QF0252  HISTORY     - Date     Condition        Report By
 QF0252  HISTORY     - 1978     MONUMENTED       NGS
 QF0252  HISTORY     - 1982     GOOD             NGS
 QF0252
 QF0252                          STATION DESCRIPTION
 QF0252
 QF0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0252'1.7 MI NW FROM PRINCETON.
 QF0252'1.7 MILES NORTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 QF0252'PRINCETON, 35.0 FEET WEST OF THE CENTER LINE OF HIGHWAY, 15.9 FEET
 QF0252'SOUTH-SOUTHEAST OF A TRIANGULAR BLAZED 27-INCH PINE TREE. DISK IS
 QF0252'4 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH
 QF0252'PLASTIC SCREW PLUG.
 QF0252
 QF0252                          STATION RECOVERY (1982)
 QF0252
 QF0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QF0252'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0525 ***********************************************************************
 RF0525  DESIGNATION -  N 195
 RF0525  PID         -  RF0525
 RF0525  STATE/COUNTY-  ME/AROOSTOOK
 RF0525  USGS QUAD   -  MC NALLY RIDGE (1986)
 RF0525
 RF0525                         *CURRENT SURVEY CONTROL
 RF0525  ___________________________________________________________________
 RF0525* NAD 83(1986)-  46 18 22.     (N)    068 21 20.     (W)     SCALED    
 RF0525* NAVD 88     -       318.584  (meters)    1045.22   (feet)  ADJUSTED  
 RF0525  ___________________________________________________________________
 RF0525  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 RF0525  DYNAMIC HT  -         318.600 (meters)    1045.27  (feet)  COMP
 RF0525  MODELED GRAV-     980,657.0   (mgal)                       NAVD 88
 RF0525
 RF0525  VERT ORDER  -  FIRST     CLASS II
 RF0525
 RF0525.The horizontal coordinates were scaled from a topographic map and have
 RF0525.an estimated accuracy of +/- 6 seconds.
 RF0525
 RF0525.The orthometric height was determined by differential leveling
 RF0525.and adjusted by the National Geodetic Survey in June 1991..
 RF0525
 RF0525.The geoid height was determined by GEOID03.
 RF0525
 RF0525.The dynamic height is computed by dividing the NAVD 88
 RF0525.geopotential number by the normal gravity value computed on the
 RF0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0525.degrees latitude (g = 980.6199 gals.).
 RF0525
 RF0525.The modeled gravity was interpolated from observed gravity values.
 RF0525
 RF0525;                    North         East    Units  Estimated Accuracy
 RF0525;SPC ME E     -   293,310.      311,130.      MT  (+/- 180 meters Scaled)
 RF0525
 RF0525                          SUPERSEDED SURVEY CONTROL
 RF0525
 RF0525.No superseded survey control is available for this station.
 RF0525
 RF0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM496282(NAD 83)
 RF0525_MARKER: DB = BENCH MARK DISK
 RF0525_SETTING: 66 = SET IN ROCK OUTCROP
 RF0525_SP_SET: LEDGE
 RF0525_STAMPING: N 195 1978
 RF0525_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0525+STABILITY: POSITION/ELEVATION WELL
 RF0525
 RF0525  HISTORY     - Date     Condition        Report By
 RF0525  HISTORY     - 1978     MONUMENTED       NGS
 RF0525
 RF0525                          STATION DESCRIPTION
 RF0525
 RF0525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0525'14.8 MI SOUTH FROM MASARDIS.
 RF0525'14.85 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE BRIDGE OVER THE
 RF0525'ST. CROIX STREAM AT MASARDIS, 1.2 MILES SOUTH OF THE JUNCTION OF A
 RF0525'DIRT ROAD LEADING EAST TO LEVESQUE CAMPS, 17.8 MILES NORTHWEST
 RF0525'OF THE JUNCTION OF STATE HIGHWAY 212 AND U.S. HIGHWAY 2 AT SMYRNA
 RF0525'MILLS, 25.6 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 57.5 FEET
 RF0525'SOUTHEAST OF AND ACROSS THE HIGHWAY FROM A POWER POLE, 26.8 FEET
 RF0525'SOUTHWEST OF A 7-INCH TRIANGULAR BLAZED FIR TREE, IN THE TOP OF
 RF0525'THE NORTH END OF A 3 BY 2-FT. SHALE OUTCROP TO A LEDGE 1 FOOT
 RF0525'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0669 ***********************************************************************
 RE0669  DESIGNATION -  N 196
 RE0669  PID         -  RE0669
 RE0669  STATE/COUNTY-  ME/AROOSTOOK
 RE0669  USGS QUAD   -  HOULTON SOUTH (1984)
 RE0669
 RE0669                         *CURRENT SURVEY CONTROL
 RE0669  ___________________________________________________________________
 RE0669* NAD 83(1986)-  46 07 28.     (N)    067 49 49.     (W)     SCALED    
 RE0669* NAVD 88     -       129.263  (meters)     424.09   (feet)  ADJUSTED  
 RE0669  ___________________________________________________________________
 RE0669  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 RE0669  DYNAMIC HT  -         129.271 (meters)     424.12  (feet)  COMP
 RE0669  MODELED GRAV-     980,674.3   (mgal)                       NAVD 88
 RE0669  OBS GRAVITY -     980,668.6   (mgal)                       GRAV_OBS
 RE0669
 RE0669  VERT ORDER  -  FIRST     CLASS II
 RE0669
 RE0669.The horizontal coordinates were scaled from a topographic map and have
 RE0669.an estimated accuracy of +/- 6 seconds.
 RE0669
 RE0669.The orthometric height was determined by differential leveling
 RE0669.and adjusted by the National Geodetic Survey in June 1991..
 RE0669
 RE0669.The geoid height was determined by GEOID03.
 RE0669
 RE0669.The dynamic height is computed by dividing the NAVD 88
 RE0669.geopotential number by the normal gravity value computed on the
 RE0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0669.degrees latitude (g = 980.6199 gals.).
 RE0669
 RE0669.The modeled gravity was interpolated from observed gravity values.
 RE0669.The observed gravity was obtained from relative gravimeter ties
 RE0669.to the IGSN71 gravity network.
 RE0669
 RE0669;                    North         East    Units  Estimated Accuracy
 RE0669;SPC ME E     -   273,320.      351,760.      MT  (+/- 180 meters Scaled)
 RE0669
 RE0669                          SUPERSEDED SURVEY CONTROL
 RE0669
 RE0669.No superseded survey control is available for this station.
 RE0669
 RE0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM903085(NAD 83)
 RE0669_MARKER: DB = BENCH MARK DISK
 RE0669_SETTING: 66 = SET IN ROCK OUTCROP
 RE0669_SP_SET: BEDROCK
 RE0669_STAMPING: N 196 1978
 RE0669_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RE0669+STABILITY: POSITION/ELEVATION WELL
 RE0669
 RE0669  HISTORY     - Date     Condition        Report By
 RE0669  HISTORY     - 1978     MONUMENTED       NGS
 RE0669  HISTORY     - 1982     GOOD             NGS
 RE0669
 RE0669                          STATION DESCRIPTION
 RE0669
 RE0669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RE0669'HOULTON.
 RE0669'0.5 MILE EAST ALONG U.S. HIGHWAY 2 FROM THE POST OFFICE AT HOULTON, IN
 RE0669'THE TOP OF A 50-FT. LONG ROCK CUT, 104.2 FEET SOUTH-SOUTHEAST OF THE
 RE0669'SOUTHWEST CORNER OF THE HOULTON POLICE DEPARTMENT BUILDING, ABOUT 300
 RE0669'FEET SOUTH OF THE CENTER LINE OF MILITARY STREET, HIGHWAY 2, 36 FEET
 RE0669'WEST OF THE WEST EDGE OF AND 3 FEET BELOW THE FIRE DEPARTMENT PARKING
 RE0669'LOT, 13 FEET EAST OF AND 7 FEET ABOVE THE EAST CURB RETURN OF THE
 RE0669'POLICE DEPARTMENT PARKING LOT. THIS BENCH MARK HAS BEEN DESIGNATED
 RE0669'A BASIC NET A LEVEL LINE JUNCTION MARK.
 RE0669
 RE0669                          STATION RECOVERY (1982)
 RE0669
 RE0669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RE0669'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0499 ***********************************************************************
 RF0499  DESIGNATION -  N 197
 RF0499  PID         -  RF0499
 RF0499  STATE/COUNTY-  ME/AROOSTOOK
 RF0499  USGS QUAD   -  MEDUXNEKEAG LAKE (1986)
 RF0499
 RF0499                         *CURRENT SURVEY CONTROL
 RF0499  ___________________________________________________________________
 RF0499* NAD 83(1986)-  46 06 54.     (N)    068 05 51.     (W)     SCALED    
 RF0499* NAVD 88     -       197.750  (meters)     648.78   (feet)  ADJUSTED  
 RF0499  ___________________________________________________________________
 RF0499  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 RF0499  DYNAMIC HT  -         197.757 (meters)     648.81  (feet)  COMP
 RF0499  MODELED GRAV-     980,646.8   (mgal)                       NAVD 88
 RF0499
 RF0499  VERT ORDER  -  FIRST     CLASS II
 RF0499
 RF0499.The horizontal coordinates were scaled from a topographic map and have
 RF0499.an estimated accuracy of +/- 6 seconds.
 RF0499
 RF0499.The orthometric height was determined by differential leveling
 RF0499.and adjusted by the National Geodetic Survey in June 1991..
 RF0499
 RF0499.The geoid height was determined by GEOID03.
 RF0499
 RF0499.The dynamic height is computed by dividing the NAVD 88
 RF0499.geopotential number by the normal gravity value computed on the
 RF0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0499.degrees latitude (g = 980.6199 gals.).
 RF0499
 RF0499.The modeled gravity was interpolated from observed gravity values.
 RF0499
 RF0499;                    North         East    Units  Estimated Accuracy
 RF0499;SPC ME E     -   272,130.      331,110.      MT  (+/- 180 meters Scaled)
 RF0499
 RF0499                          SUPERSEDED SURVEY CONTROL
 RF0499
 RF0499.No superseded survey control is available for this station.
 RF0499
 RF0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM697072(NAD 83)
 RF0499_MARKER: DB = BENCH MARK DISK
 RF0499_SETTING: 66 = SET IN ROCK OUTCROP
 RF0499_SP_SET: OUTCROP
 RF0499_STAMPING: N 197 1978
 RF0499_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0499+STABILITY: POSITION/ELEVATION WELL
 RF0499
 RF0499  HISTORY     - Date     Condition        Report By
 RF0499  HISTORY     - 1978     MONUMENTED       NGS
 RF0499
 RF0499                          STATION DESCRIPTION
 RF0499
 RF0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0499'3.15 MI NE FROM OAKFIELD.
 RF0499'3.15 MILES NORTHEAST ALONG AN ASPHALT ROAD FROM THE BANGOR AND
 RF0499'AROOSTOOK RAILROAD OVERPASS AT OAKFIELD, 0.05 MILE NORTHEAST OF
 RF0499'THE Y-JUNCTION OF A DRIVEWAY LEADING NORTH TO MADEAU HOMESTEAD,
 RF0499'254.0 FEET SOUTH ACROSS PASTURE, IN THE TOP OF THE HIGHEST POINT
 RF0499'OF A 5 BY 2-FT. OUTCROP, AT THE HIGHEST POINT OF A SMALL KNOLL
 RF0499'WHICH IS AT THE SOUTHWEST END OF A LONG RAISED PORTION OF THE
 RF0499'PASTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0516 ***********************************************************************
 PD0516  DESIGNATION -  N 198
 PD0516  PID         -  PD0516
 PD0516  STATE/COUNTY-  ME/WASHINGTON
 PD0516  USGS QUAD   -  EASTPORT (1977)
 PD0516
 PD0516                         *CURRENT SURVEY CONTROL
 PD0516  ___________________________________________________________________
 PD0516* NAD 83(1986)-  44 52 55.     (N)    067 01 22.     (W)     SCALED    
 PD0516* NAVD 88     -        21.848  (meters)      71.68   (feet)  ADJUSTED  
 PD0516  ___________________________________________________________________
 PD0516  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 PD0516  DYNAMIC HT  -          21.848 (meters)      71.68  (feet)  COMP
 PD0516  MODELED GRAV-     980,621.5   (mgal)                       NAVD 88
 PD0516
 PD0516  VERT ORDER  -  FIRST     CLASS II
 PD0516
 PD0516.The horizontal coordinates were scaled from a topographic map and have
 PD0516.an estimated accuracy of +/- 6 seconds.
 PD0516
 PD0516.The orthometric height was determined by differential leveling
 PD0516.and adjusted by the National Geodetic Survey in June 1991..
 PD0516
 PD0516.The geoid height was determined by GEOID03.
 PD0516
 PD0516.The dynamic height is computed by dividing the NAVD 88
 PD0516.geopotential number by the normal gravity value computed on the
 PD0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0516.degrees latitude (g = 980.6199 gals.).
 PD0516
 PD0516.The modeled gravity was interpolated from observed gravity values.
 PD0516
 PD0516;                    North         East    Units  Estimated Accuracy
 PD0516;SPC ME E     -   136,090.      416,700.      MT  (+/- 180 meters Scaled)
 PD0516
 PD0516                          SUPERSEDED SURVEY CONTROL
 PD0516
 PD0516.No superseded survey control is available for this station.
 PD0516
 PD0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK561717(NAD 83)
 PD0516_MARKER: DB = BENCH MARK DISK
 PD0516_SETTING: 66 = SET IN ROCK OUTCROP
 PD0516_SP_SET: LEDGE
 PD0516_STAMPING: N 198 1978
 PD0516_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0516+STABILITY: POSITION/ELEVATION WELL
 PD0516
 PD0516  HISTORY     - Date     Condition        Report By
 PD0516  HISTORY     - 1978     MONUMENTED       NGS
 PD0516
 PD0516                          STATION DESCRIPTION
 PD0516
 PD0516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PD0516'3.35 MI NORTH FROM LUBEC.
 PD0516'3.35 MILES NORTH ALONG NORTH LUBEC ROAD FROM THE JUNCTION OF STATE
 PD0516'HIGHWAY 189 AT LUBEC, 0.3 MILE NORTHWEST OF A SMALL CEMETERY, AT
 PD0516'THE T-JUNCTION OF A LONG GRAVEL DRIVEWAY LEADING NORTHEAST, 62.0
 PD0516'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 48.5 FEET NORTHWEST
 PD0516'OF THE CENTER LINE OF THE DRIVEWAY, 45.5 FEET NORTH OF POWER POLE
 PD0516'NUMBER 85 65, IN THE TOP OF THE NORTH END OF A TRIANGULAR SHAPED
 PD0516'LEDGE FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0155 ***********************************************************************
 PE0155  DESIGNATION -  N 2
 PE0155  PID         -  PE0155
 PE0155  STATE/COUNTY-  ME/HANCOCK
 PE0155  USGS QUAD   -  HOPKINS POND (1988)
 PE0155
 PE0155                         *CURRENT SURVEY CONTROL
 PE0155  ___________________________________________________________________
 PE0155* NAD 83(1986)-  44 49 29.     (N)    068 24 21.     (W)     SCALED    
 PE0155* NAVD 88     -        62.988  (meters)     206.65   (feet)  ADJUSTED  
 PE0155  ___________________________________________________________________
 PE0155  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 PE0155  DYNAMIC HT  -          62.985 (meters)     206.64  (feet)  COMP
 PE0155  MODELED GRAV-     980,564.4   (mgal)                       NAVD 88
 PE0155
 PE0155  VERT ORDER  -  SECOND    CLASS 0
 PE0155
 PE0155.The horizontal coordinates were scaled from a topographic map and have
 PE0155.an estimated accuracy of +/- 6 seconds.
 PE0155
 PE0155.The orthometric height was determined by differential leveling
 PE0155.and adjusted by the National Geodetic Survey in June 1991..
 PE0155
 PE0155.The geoid height was determined by GEOID03.
 PE0155
 PE0155.The dynamic height is computed by dividing the NAVD 88
 PE0155.geopotential number by the normal gravity value computed on the
 PE0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0155.degrees latitude (g = 980.6199 gals.).
 PE0155
 PE0155.The modeled gravity was interpolated from observed gravity values.
 PE0155
 PE0155;                    North         East    Units  Estimated Accuracy
 PE0155;SPC ME E     -   128,670.      307,450.      MT  (+/- 180 meters Scaled)
 PE0155
 PE0155                          SUPERSEDED SURVEY CONTROL
 PE0155
 PE0155  NGVD 29 (??/??/92)   63.184  (m)          207.30   (f) ADJ UNCH    2 0
 PE0155
 PE0155.Superseded values are not recommended for survey control.
 PE0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0155.See file dsdata.txt to determine how the superseded data were derived.
 PE0155
 PE0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK469636(NAD 83)
 PE0155_MARKER: DD = SURVEY DISK
 PE0155_SETTING: 80 = SET IN A BOULDER
 PE0155_SP_SET: BOULDER
 PE0155_STAMPING: N 2 1928 ME
 PE0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0155+STABILITY: SURFACE MOTION
 PE0155
 PE0155  HISTORY     - Date     Condition        Report By
 PE0155  HISTORY     - 1928     MONUMENTED       USGS
 PE0155  HISTORY     - 1953     GOOD             NGS
 PE0155
 PE0155                          STATION DESCRIPTION
 PE0155
 PE0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 PE0155'2.2 MI W FROM AMHERST.
 PE0155'2.2 MILES WEST ALONG STATE HIGHWAY 9 FROM THE JUNCTION OF STATE
 PE0155'HIGHWAY 181 AT AMHERST, HANCOCK COUNTY, 55 YARDS WEST OF THE
 PE0155'TOP OF A GRADE AND A SMALL ABANDONED HOUSE, 179 FEET EAST OF THE
 PE0155'SOUTH END OF A 4-FOOT STONE CULVERT UNDER A SHORT FILL, 39 FEET
 PE0155'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 55 FEET SOUTH-SOUTHWEST
 PE0155'OF THE CENTER OF THE JUNCTION OF A FARM ROAD LEADING NORTH, IN
 PE0155'THE TOP NEAR THE CENTER OF AN 8- BY 6-FOOT BOULDER PROJECTING
 PE0155'3 FEET ABOVE THE GROUND, AND ABOUT 3-1/2 FEET BELOW THE LEVEL
 PE0155'OF THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 PE0155'STAMPED N 2 1928 ME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0259 ***********************************************************************
 QG0259  DESIGNATION -  N 2
 QG0259  PID         -  QG0259
 QG0259  STATE/COUNTY-  ME/PENOBSCOT
 QG0259  USGS QUAD   -  SEBOEIS (1988)
 QG0259
 QG0259                         *CURRENT SURVEY CONTROL
 QG0259  ___________________________________________________________________
 QG0259* NAD 83(1986)-  45 21 59.     (N)    068 44 43.     (W)     SCALED    
 QG0259* NAVD 88     -        73.164  (meters)     240.04   (feet)  ADJUSTED  
 QG0259  ___________________________________________________________________
 QG0259  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 QG0259  DYNAMIC HT  -          73.164 (meters)     240.04  (feet)  COMP
 QG0259  MODELED GRAV-     980,615.0   (mgal)                       NAVD 88
 QG0259
 QG0259  VERT ORDER  -  FIRST     CLASS II
 QG0259
 QG0259.The horizontal coordinates were scaled from a topographic map and have
 QG0259.an estimated accuracy of +/- 6 seconds.
 QG0259
 QG0259.The orthometric height was determined by differential leveling
 QG0259.and adjusted by the National Geodetic Survey in June 1991..
 QG0259
 QG0259.The geoid height was determined by GEOID03.
 QG0259
 QG0259.The dynamic height is computed by dividing the NAVD 88
 QG0259.geopotential number by the normal gravity value computed on the
 QG0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0259.degrees latitude (g = 980.6199 gals.).
 QG0259
 QG0259.The modeled gravity was interpolated from observed gravity values.
 QG0259
 QG0259;                    North         East    Units  Estimated Accuracy
 QG0259;SPC ME E     -   188,890.      280,790.      MT  (+/- 180 meters Scaled)
 QG0259
 QG0259                          SUPERSEDED SURVEY CONTROL
 QG0259
 QG0259  NGVD 29 (??/??/92)   73.342  (m)          240.62   (f) ADJ UNCH    1 2
 QG0259
 QG0259.Superseded values are not recommended for survey control.
 QG0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0259.See file dsdata.txt to determine how the superseded data were derived.
 QG0259
 QG0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL199236(NAD 83)
 QG0259_MARKER: DB = BENCH MARK DISK
 QG0259_SETTING: 80 = SET IN A BOULDER
 QG0259_SP_SET: BOULDER
 QG0259_STAMPING: ELEV 240.623 FT N 2 1916
 QG0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0259+STABILITY: SURFACE MOTION
 QG0259
 QG0259  HISTORY     - Date     Condition        Report By
 QG0259  HISTORY     - 1916     MONUMENTED       CGS
 QG0259
 QG0259                          STATION DESCRIPTION
 QG0259
 QG0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1916
 QG0259'1.5 MI W FROM SEBOOIS.
 QG0259'1.5 MILES WEST ALONG THE CANADIAN PACIFIC RAILWAY FROM SEBOOIS,
 QG0259'PANOBSCOT COUNTY, 1.3 MILES NORTHWEST OF A STREAM CROSSING,
 QG0259'6 POLES EAST OF MILEPOST 85, 15 YARDS NORTH OF THE CENTER
 QG0259'LINE OF THE TRACK, IN THE TOP OF A 3- BY 4-FOOT BOULDER, AND
 QG0259'ABOUT 1-1/2 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED
 QG0259'ELEV 240.623 FT N 2 1916.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0171 ***********************************************************************
 QF0171  DESIGNATION -  N 20
 QF0171  PID         -  QF0171
 QF0171  STATE/COUNTY-  ME/WASHINGTON
 QF0171  USGS QUAD   -  DANFORTH (1988)
 QF0171
 QF0171                         *CURRENT SURVEY CONTROL
 QF0171  ___________________________________________________________________
 QF0171* NAD 83(1986)-  45 43 47.     (N)    067 52 27.     (W)     SCALED    
 QF0171* NAVD 88     -       218.367  (meters)     716.43   (feet)  ADJUSTED  
 QF0171  ___________________________________________________________________
 QF0171  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 QF0171  DYNAMIC HT  -         218.368 (meters)     716.43  (feet)  COMP
 QF0171  MODELED GRAV-     980,617.5   (mgal)                       NAVD 88
 QF0171
 QF0171  VERT ORDER  -  SECOND    CLASS 0
 QF0171
 QF0171.The horizontal coordinates were scaled from a topographic map and have
 QF0171.an estimated accuracy of +/- 6 seconds.
 QF0171
 QF0171.The orthometric height was determined by differential leveling
 QF0171.and adjusted by the National Geodetic Survey in June 1991..
 QF0171
 QF0171.The geoid height was determined by GEOID03.
 QF0171
 QF0171.The dynamic height is computed by dividing the NAVD 88
 QF0171.geopotential number by the normal gravity value computed on the
 QF0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0171.degrees latitude (g = 980.6199 gals.).
 QF0171
 QF0171.The modeled gravity was interpolated from observed gravity values.
 QF0171
 QF0171;                    North         East    Units  Estimated Accuracy
 QF0171;SPC ME E     -   229,430.      348,710.      MT  (+/- 180 meters Scaled)
 QF0171
 QF0171                          SUPERSEDED SURVEY CONTROL
 QF0171
 QF0171  NGVD 29 (??/??/92)  218.526  (m)          716.95   (f) ADJ UNCH    2 0
 QF0171
 QF0171.Superseded values are not recommended for survey control.
 QF0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0171.See file dsdata.txt to determine how the superseded data were derived.
 QF0171
 QF0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL875646(NAD 83)
 QF0171_MARKER: DB = BENCH MARK DISK
 QF0171_SETTING: 80 = SET IN A BOULDER
 QF0171_SP_SET: BOULDER
 QF0171_STAMPING: 716.947 N 20 1933
 QF0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0171+STABILITY: SURFACE MOTION
 QF0171
 QF0171  HISTORY     - Date     Condition        Report By
 QF0171  HISTORY     - 1933     MONUMENTED       CGS
 QF0171  HISTORY     - 1978     MARK NOT FOUND   NGS
 QF0171
 QF0171                          STATION DESCRIPTION
 QF0171
 QF0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 QF0171'5.2 MI N FROM DANFORTH.
 QF0171'IN AROOSTOOK COUNTY, 5.2 MILES NORTH ALONG U.S. HIGHWAY 1 FROM
 QF0171'THE POST OFFICE AT DANFORTH, WASHINGTON COUNTY, 0.2 MILE SOUTH
 QF0171'OF THE JUNCTION OF A ROAD LEADING WEST, AT WESTON, 700 FEET NORTH
 QF0171'OF THE SCHOOLHOUSE, 160 FEET NORTH OF THE POST OFFICE, 30 FEET
 QF0171'WEST OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF A 4-BY
 QF0171'5-FOOT GRANITE BOULDER PROJECTING ABOUT 2 FEET ABOVE THE GROUND,
 QF0171'AND ABOUT 4 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK,
 QF0171'STAMPED 716.947 N 20 1933.
 QF0171
 QF0171                          STATION RECOVERY (1978)
 QF0171
 QF0171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QF0171'MARK SEARCHED FOR BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0310 ***********************************************************************
 QF0310  DESIGNATION -  N 200
 QF0310  PID         -  QF0310
 QF0310  STATE/COUNTY-  ME/WASHINGTON
 QF0310  USGS QUAD   -  RED BEACH (1949)
 QF0310
 QF0310                         *CURRENT SURVEY CONTROL
 QF0310  ___________________________________________________________________
 QF0310* NAD 83(1986)-  45 06 09.     (N)    067 07 56.     (W)     SCALED    
 QF0310* NAVD 88     -         8.827  (meters)      28.96   (feet)  ADJUSTED  
 QF0310  ___________________________________________________________________
 QF0310  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 QF0310  DYNAMIC HT  -           8.827 (meters)      28.96  (feet)  COMP
 QF0310  MODELED GRAV-     980,629.1   (mgal)                       NAVD 88
 QF0310
 QF0310  VERT ORDER  -  FIRST     CLASS II
 QF0310
 QF0310.The horizontal coordinates were scaled from a topographic map and have
 QF0310.an estimated accuracy of +/- 6 seconds.
 QF0310
 QF0310.The orthometric height was determined by differential leveling
 QF0310.and adjusted by the National Geodetic Survey in June 1991..
 QF0310
 QF0310.The geoid height was determined by GEOID03.
 QF0310
 QF0310.The dynamic height is computed by dividing the NAVD 88
 QF0310.geopotential number by the normal gravity value computed on the
 QF0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0310.degrees latitude (g = 980.6199 gals.).
 QF0310
 QF0310.The modeled gravity was interpolated from observed gravity values.
 QF0310
 QF0310;                    North         East    Units  Estimated Accuracy
 QF0310;SPC ME E     -   160,440.      407,640.      MT  (+/- 180 meters Scaled)
 QF0310
 QF0310                          SUPERSEDED SURVEY CONTROL
 QF0310
 QF0310.No superseded survey control is available for this station.
 QF0310
 QF0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK469960(NAD 83)
 QF0310_MARKER: DB = BENCH MARK DISK
 QF0310_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QF0310_SP_SET: HEAD WALL
 QF0310_STAMPING: N 200 1978
 QF0310_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QF0310
 QF0310  HISTORY     - Date     Condition        Report By
 QF0310  HISTORY     - 1978     MONUMENTED       NGS
 QF0310
 QF0310                          STATION DESCRIPTION
 QF0310
 QF0310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0310'1.3 MI SE FROM RED BEACH.
 QF0310'1.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT RED
 QF0310'BEACH, AT A CONCRETE BRIDGE OVER A STREAM FLOWING TO LAMB COVE, 26 FT.
 QF0310'WEST OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF THE SOUTHWEST
 QF0310'HEAD WALL OF A 10 BY 6-FOOT CONCRETE BRIDGE, ALSO 1.7 MILES NORTHWEST
 QF0310'ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT ROBINSTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI8332 ***********************************************************************
 AI8332  DESIGNATION -  N 206
 AI8332  PID         -  AI8332
 AI8332  STATE/COUNTY-  ME/HANCOCK
 AI8332  USGS QUAD   -  BLUE HILL (1981)
 AI8332
 AI8332                         *CURRENT SURVEY CONTROL
 AI8332  ___________________________________________________________________
 AI8332* NAD 83(1986)-  44 24 50.     (N)    068 36 07.     (W)     SCALED    
 AI8332* NAVD 88     -        58.052  (meters)     190.46   (feet)  ADJUSTED  
 AI8332  ___________________________________________________________________
 AI8332  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 AI8332  DYNAMIC HT  -          58.048 (meters)     190.45  (feet)  COMP
 AI8332  MODELED GRAV-     980,542.5   (mgal)                       NAVD 88
 AI8332
 AI8332  VERT ORDER  -  SECOND    CLASS I
 AI8332
 AI8332.The horizontal coordinates were scaled from a topographic map and have
 AI8332.an estimated accuracy of +/- 6 seconds.
 AI8332
 AI8332.The orthometric height was determined by differential leveling
 AI8332.and adjusted by the National Geodetic Survey in July 2002..
 AI8332
 AI8332.The geoid height was determined by GEOID03.
 AI8332
 AI8332.The dynamic height is computed by dividing the NAVD 88
 AI8332.geopotential number by the normal gravity value computed on the
 AI8332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8332.degrees latitude (g = 980.6199 gals.).
 AI8332
 AI8332.The modeled gravity was interpolated from observed gravity values.
 AI8332
 AI8332;                    North         East    Units  Estimated Accuracy
 AI8332;SPC ME E     -    83,020.      291,880.      MT  (+/- 180 meters Scaled)
 AI8332
 AI8332                          SUPERSEDED SURVEY CONTROL
 AI8332
 AI8332.No superseded survey control is available for this station.
 AI8332
 AI8332_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK316179(NAD 83)
 AI8332_MARKER: DV = VERTICAL CONTROL DISK
 AI8332_SETTING: 66 = SET IN ROCK OUTCROP
 AI8332_STAMPING: N 206 2000
 AI8332_MARK LOGO: NGS   
 AI8332_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI8332_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI8332+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AI8332
 AI8332  HISTORY     - Date     Condition        Report By
 AI8332  HISTORY     - 2000     MONUMENTED       NGS
 AI8332
 AI8332                          STATION DESCRIPTION
 AI8332
 AI8332'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 AI8332'0.3 KM (0.20 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 176 FROM THE POST
 AI8332'OFFICE IN BLUE HILL, THENCE 1.1 KM (0.70 MI) WESTERLY ALONG STATE
 AI8332'HIGHWAY 177, NEAR THE CENTER OF A 5 BY 6-FOOT EXPOSED ROCK OUTCROP,
 AI8332'36.2 M (118.8 FT) SOUTH OF THE HIGHWAY CENTERLINE, 9.0 M (29.5 FT)
 AI8332'EAST OF THE SOUTHEAST CORNER OF A BUILDING, AND 1.2 M (3.9 FT) ABOVE
 AI8332'THE LEVEL OF THE HIGHWAY.  NOTE--THE MARK IS ON PROPERTY OWNED BY THE
 AI8332'HOUCK AND CHEEK LAW FIRM, P.O. BOX 106, BLUE HILL, ME 04614.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0018 ***********************************************************************
 RE0018  DESIGNATION -  N 21
 RE0018  PID         -  RE0018
 RE0018  STATE/COUNTY-  ME/AROOSTOOK
 RE0018  USGS QUAD   -  HARVEY (1984)
 RE0018
 RE0018                         *CURRENT SURVEY CONTROL
 RE0018  ___________________________________________________________________
 RE0018* NAD 83(1986)-  46 20 50.     (N)    067 54 26.     (W)     SCALED    
 RE0018* NAVD 88     -       166.481  (meters)     546.20   (feet)  ADJUSTED  
 RE0018  ___________________________________________________________________
 RE0018  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 RE0018  DYNAMIC HT  -         166.491 (meters)     546.23  (feet)  COMP
 RE0018  MODELED GRAV-     980,670.7   (mgal)                       NAVD 88
 RE0018
 RE0018  VERT ORDER  -  SECOND    CLASS 0
 RE0018
 RE0018.The horizontal coordinates were scaled from a topographic map and have
 RE0018.an estimated accuracy of +/- 6 seconds.
 RE0018
 RE0018.The orthometric height was determined by differential leveling
 RE0018.and adjusted by the National Geodetic Survey in June 1991..
 RE0018
 RE0018.The geoid height was determined by GEOID03.
 RE0018
 RE0018.The dynamic height is computed by dividing the NAVD 88
 RE0018.geopotential number by the normal gravity value computed on the
 RE0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0018.degrees latitude (g = 980.6199 gals.).
 RE0018
 RE0018.The modeled gravity was interpolated from observed gravity values.
 RE0018
 RE0018;                    North         East    Units  Estimated Accuracy
 RE0018;SPC ME E     -   298,040.      345,630.      MT  (+/- 180 meters Scaled)
 RE0018
 RE0018                          SUPERSEDED SURVEY CONTROL
 RE0018
 RE0018  NGVD 29 (??/??/92)  166.678  (m)          546.84   (f) ADJ UNCH    2 0
 RE0018
 RE0018.Superseded values are not recommended for survey control.
 RE0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0018.See file dsdata.txt to determine how the superseded data were derived.
 RE0018
 RE0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM840332(NAD 83)
 RE0018_MARKER: DB = BENCH MARK DISK
 RE0018_SETTING: 80 = SET IN A BOULDER
 RE0018_SP_SET: BOULDER
 RE0018_STAMPING: N 21 1933
 RE0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RE0018+STABILITY: SURFACE MOTION
 RE0018
 RE0018  HISTORY     - Date     Condition        Report By
 RE0018  HISTORY     - 1933     MONUMENTED       CGS
 RE0018  HISTORY     - 1951     GOOD             NGS
 RE0018
 RE0018                          STATION DESCRIPTION
 RE0018
 RE0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 RE0018'AT HARVEY.
 RE0018'AT HARVEY, AROOSTOOK COUNTY, ON THE BANGOR AND AROOSTOOK
 RE0018'RAILROAD, 120 FEET NORTHEAST OF THE STATION, 35 FEET NORTHEAST
 RE0018'OF THE CENTERLINE OF THE TRACK, 15 FEET NORTH OF A DIRT-ROAD
 RE0018'CROSSING, IN THE TOP OF A 3- BY 4-FOOT BOULDER, AND ABOUT 2 FEET
 RE0018'LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED N 21
 RE0018'1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0178 ***********************************************************************
 PE0178  DESIGNATION -  N 21
 PE0178  PID         -  PE0178
 PE0178  STATE/COUNTY-  ME/WASHINGTON
 PE0178  USGS QUAD   -  LEAD MOUNTAIN (1987)
 PE0178
 PE0178                         *CURRENT SURVEY CONTROL
 PE0178  ___________________________________________________________________
 PE0178* NAD 83(1986)-  44 51 23.     (N)    068 03 08.     (W)     SCALED    
 PE0178* NAVD 88     -       155.881  (meters)     511.42   (feet)  ADJUSTED  
 PE0178  ___________________________________________________________________
 PE0178  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 PE0178  DYNAMIC HT  -         155.873 (meters)     511.39  (feet)  COMP
 PE0178  MODELED GRAV-     980,559.0   (mgal)                       NAVD 88
 PE0178
 PE0178  VERT ORDER  -  SECOND    CLASS 0
 PE0178
 PE0178.The horizontal coordinates were scaled from a topographic map and have
 PE0178.an estimated accuracy of +/- 6 seconds.
 PE0178
 PE0178.The orthometric height was determined by differential leveling
 PE0178.and adjusted by the National Geodetic Survey in June 1991..
 PE0178
 PE0178.The geoid height was determined by GEOID03.
 PE0178
 PE0178.The dynamic height is computed by dividing the NAVD 88
 PE0178.geopotential number by the normal gravity value computed on the
 PE0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0178.degrees latitude (g = 980.6199 gals.).
 PE0178
 PE0178.The modeled gravity was interpolated from observed gravity values.
 PE0178
 PE0178;                    North         East    Units  Estimated Accuracy
 PE0178;SPC ME E     -   132,280.      335,390.      MT  (+/- 180 meters Scaled)
 PE0178
 PE0178                          SUPERSEDED SURVEY CONTROL
 PE0178
 PE0178  NGVD 29 (??/??/92)  156.070  (m)          512.04   (f) ADJ UNCH    2 0
 PE0178
 PE0178.Superseded values are not recommended for survey control.
 PE0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0178.See file dsdata.txt to determine how the superseded data were derived.
 PE0178
 PE0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK748674(NAD 83)
 PE0178_MARKER: DD = SURVEY DISK
 PE0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0178_STAMPING: N 21 1928 ME
 PE0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0178+STABILITY: SURFACE MOTION
 PE0178
 PE0178  HISTORY     - Date     Condition        Report By
 PE0178  HISTORY     - 1928     MONUMENTED       USGS
 PE0178  HISTORY     - 1935     GOOD             NGS
 PE0178
 PE0178                          STATION DESCRIPTION
 PE0178
 PE0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PE0178'0.7 MI E FROM BEDDINGTON.
 PE0178'0.7 MILE EAST ALONG STATE HIGHWAY 9 FROM THE POST OFFICE AT
 PE0178'BEDDINGTON, WASHINGTON COUNTY, OPPOSITE AN 18-INCH CORRUGATED-IRON
 PE0178'CULVERT, AND 55 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY.  A
 PE0178'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED N 21 1928
 PE0178'ME AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0075 ***********************************************************************
 QF0075  DESIGNATION -  N 21
 QF0075  PID         -  QF0075
 QF0075  STATE/COUNTY-  ME/WASHINGTON
 QF0075  USGS QUAD   -  MEDDYBEMPS LAKE EAST (1987)
 QF0075
 QF0075                         *CURRENT SURVEY CONTROL
 QF0075  ___________________________________________________________________
 QF0075* NAD 83(1986)-  45 01 16.     (N)    067 18 01.     (W)     SCALED    
 QF0075* NAVD 88     -        98.703  (meters)     323.83   (feet)  ADJUSTED  
 QF0075  ___________________________________________________________________
 QF0075  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 QF0075  DYNAMIC HT  -          98.701 (meters)     323.82  (feet)  COMP
 QF0075  MODELED GRAV-     980,587.7   (mgal)                       NAVD 88
 QF0075
 QF0075  VERT ORDER  -  FIRST     CLASS II
 QF0075
 QF0075.The horizontal coordinates were scaled from a topographic map and have
 QF0075.an estimated accuracy of +/- 6 seconds.
 QF0075
 QF0075.The orthometric height was determined by differential leveling
 QF0075.and adjusted by the National Geodetic Survey in June 1991..
 QF0075
 QF0075.The geoid height was determined by GEOID03.
 QF0075
 QF0075.The dynamic height is computed by dividing the NAVD 88
 QF0075.geopotential number by the normal gravity value computed on the
 QF0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0075.degrees latitude (g = 980.6199 gals.).
 QF0075
 QF0075.The modeled gravity was interpolated from observed gravity values.
 QF0075
 QF0075;                    North         East    Units  Estimated Accuracy
 QF0075;SPC ME E     -   151,190.      394,550.      MT  (+/- 180 meters Scaled)
 QF0075
 QF0075                          SUPERSEDED SURVEY CONTROL
 QF0075
 QF0075.No superseded survey control is available for this station.
 QF0075
 QF0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK339867(NAD 83)
 QF0075_MARKER: DD = SURVEY DISK
 QF0075_SETTING: 80 = SET IN A BOULDER
 QF0075_SP_SET: BOULDER
 QF0075_STAMPING: N 21 1929
 QF0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0075+STABILITY: SURFACE MOTION
 QF0075
 QF0075  HISTORY     - Date     Condition        Report By
 QF0075  HISTORY     - 1929     MONUMENTED       USGS
 QF0075  HISTORY     - 1953     GOOD             NGS
 QF0075
 QF0075                          STATION DESCRIPTION
 QF0075
 QF0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 QF0075'1.6 MI NW FROM BLANCHARD CORNER.
 QF0075'1.6 MILES NORTHWEST ALONG STATE HIGHWAY 214 FROM THE CROSSROAD
 QF0075'AT BLANCHARD CORNER, AT DAMONS RIDGE, AT THE JUNCTION OF A GRAVEL
 QF0075'ROAD LEADING SOUTHWEST, 24 FEET SOUTHWEST OF CENTER LINE OF
 QF0075'HIGHWAY, 86 FEET WEST-NORTHWEST OF CENTER OF JUNCTION, 77 FEET
 QF0075'NORTHWEST OF CENTER LINE OF GRAVEL ROAD SOUTHWEST, 7 1/2 FEET
 QF0075'EAST-SOUTHEAST OF A TELEPHONE POLE NO. 6/71, ABOUT 1 FOOT ABOVE
 QF0075'LEVEL OF HIGHWAY AND SET IN THE TOP OF A SMALL BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0181 ***********************************************************************
 PE0181  DESIGNATION -  N 22
 PE0181  PID         -  PE0181
 PE0181  STATE/COUNTY-  ME/WASHINGTON
 PE0181  USGS QUAD   -  LEAD MOUNTAIN (1987)
 PE0181
 PE0181                         *CURRENT SURVEY CONTROL
 PE0181  ___________________________________________________________________
 PE0181* NAD 83(1986)-  44 52 23.     (N)    068 00 29.     (W)     SCALED    
 PE0181* NAVD 88     -       219.361  (meters)     719.69   (feet)  ADJUSTED  
 PE0181  ___________________________________________________________________
 PE0181  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 PE0181  DYNAMIC HT  -         219.346 (meters)     719.64  (feet)  COMP
 PE0181  MODELED GRAV-     980,544.4   (mgal)                       NAVD 88
 PE0181
 PE0181  VERT ORDER  -  SECOND    CLASS 0
 PE0181
 PE0181.The horizontal coordinates were scaled from a topographic map and have
 PE0181.an estimated accuracy of +/- 6 seconds.
 PE0181
 PE0181.The orthometric height was determined by differential leveling
 PE0181.and adjusted by the National Geodetic Survey in June 1991..
 PE0181
 PE0181.The geoid height was determined by GEOID03.
 PE0181
 PE0181.The dynamic height is computed by dividing the NAVD 88
 PE0181.geopotential number by the normal gravity value computed on the
 PE0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0181.degrees latitude (g = 980.6199 gals.).
 PE0181
 PE0181.The modeled gravity was interpolated from observed gravity values.
 PE0181
 PE0181;                    North         East    Units  Estimated Accuracy
 PE0181;SPC ME E     -   134,160.      338,870.      MT  (+/- 180 meters Scaled)
 PE0181
 PE0181                          SUPERSEDED SURVEY CONTROL
 PE0181
 PE0181  NGVD 29 (??/??/92)  219.547  (m)          720.30   (f) ADJ UNCH    2 0
 PE0181
 PE0181.Superseded values are not recommended for survey control.
 PE0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0181.See file dsdata.txt to determine how the superseded data were derived.
 PE0181
 PE0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK783693(NAD 83)
 PE0181_MARKER: DD = SURVEY DISK
 PE0181_SETTING: 80 = SET IN A BOULDER
 PE0181_SP_SET: BOULDER
 PE0181_STAMPING: N 22 1928 ME
 PE0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0181+STABILITY: SURFACE MOTION
 PE0181
 PE0181  HISTORY     - Date     Condition        Report By
 PE0181  HISTORY     - 1928     MONUMENTED       USGS
 PE0181  HISTORY     - 1935     GOOD             NGS
 PE0181
 PE0181                          STATION DESCRIPTION
 PE0181
 PE0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PE0181'3.2 MI E FROM BEDDINGTON.
 PE0181'3.2 MILES EAST ALONG STATE HIGHWAY 9 FROM THE POST OFFICE AT
 PE0181'BEDDINGTON, WASHINGTON COUNTY, AT THE TOP OF A HILL, 50 YARDS
 PE0181'EAST OF A 2-FOOT WOODEN-BOX CULVERT, 14 FEET SOUTH OF AN OLD
 PE0181'SHOP AND BUILDING, 50 FEET NORTH OF THE CENTER LINE OF THE
 PE0181'HIGHWAY, AND IN THE TOP OF A SMALL BOULDER.  A UNITED STATES
 PE0181'GEOLOGICAL SURVEY STANDARD DISK, STAMPED N 22 1928 ME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0077 ***********************************************************************
 QF0077  DESIGNATION -  N 22
 QF0077  PID         -  QF0077
 QF0077  STATE/COUNTY-  ME/WASHINGTON
 QF0077  USGS QUAD   -  MEDDYBEMPS LAKE EAST (1987)
 QF0077
 QF0077                         *CURRENT SURVEY CONTROL
 QF0077  ___________________________________________________________________
 QF0077* NAD 83(1986)-  45 02 19.     (N)    067 21 21.     (W)     SCALED    
 QF0077* NAVD 88     -        52.894  (meters)     173.54   (feet)  ADJUSTED  
 QF0077  ___________________________________________________________________
 QF0077  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 QF0077  DYNAMIC HT  -          52.893 (meters)     173.53  (feet)  COMP
 QF0077  MODELED GRAV-     980,599.0   (mgal)                       NAVD 88
 QF0077
 QF0077  VERT ORDER  -  SECOND    CLASS 0
 QF0077
 QF0077.The horizontal coordinates were scaled from a topographic map and have
 QF0077.an estimated accuracy of +/- 6 seconds.
 QF0077
 QF0077.The orthometric height was determined by differential leveling
 QF0077.and adjusted by the National Geodetic Survey in June 1991..
 QF0077
 QF0077.The geoid height was determined by GEOID03.
 QF0077
 QF0077.The dynamic height is computed by dividing the NAVD 88
 QF0077.geopotential number by the normal gravity value computed on the
 QF0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0077.degrees latitude (g = 980.6199 gals.).
 QF0077
 QF0077.The modeled gravity was interpolated from observed gravity values.
 QF0077
 QF0077;                    North         East    Units  Estimated Accuracy
 QF0077;SPC ME E     -   153,070.      390,140.      MT  (+/- 180 meters Scaled)
 QF0077
 QF0077                          SUPERSEDED SURVEY CONTROL
 QF0077
 QF0077  NGVD 29 (??/??/92)   53.098  (m)          174.21   (f) ADJ UNCH    2 0
 QF0077
 QF0077.Superseded values are not recommended for survey control.
 QF0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0077.See file dsdata.txt to determine how the superseded data were derived.
 QF0077
 QF0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK294885(NAD 83)
 QF0077_MARKER: DD = SURVEY DISK
 QF0077_SETTING: 80 = SET IN A BOULDER
 QF0077_SP_SET: BOULDER
 QF0077_STAMPING: N 22 1929
 QF0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0077+STABILITY: SURFACE MOTION
 QF0077
 QF0077  HISTORY     - Date     Condition        Report By
 QF0077  HISTORY     - 1929     MONUMENTED       USGS
 QF0077  HISTORY     - 1935     GOOD             NGS
 QF0077  HISTORY     - 1935     GOOD             NGS
 QF0077
 QF0077                          STATION DESCRIPTION
 QF0077
 QF0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QF0077'AT MEDDYBEMPS.
 QF0077'AT MEDDYBEMPS, WASHINGTON COUNTY, ON STATE HIGHWAY 191, 300
 QF0077'FEET SOUTHEAST OF THE H.W. LANHARD STORE, 90 FEET EAST OF THE
 QF0077'BAPTIST CHURCH, 25 FEET EAST OF THE CENTER OF A SMALL CONCRETE
 QF0077'BRIDGE OVER A STREAM, 20 FEET NORTHEAST OF THE CENTER LINE OF THE
 QF0077'HIGHWAY, AND IN THE TOP OF A LARGE BOULDER AT A FENCE LINE.  A
 QF0077'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED N 22 1929.
 QF0077
 QF0077                          STATION RECOVERY (1935)
 QF0077
 QF0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 QF0077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0001 ***********************************************************************
 SF0001  DESIGNATION -  N 22
 SF0001  PID         -  SF0001
 SF0001  STATE/COUNTY-  ME/AROOSTOOK
 SF0001  USGS QUAD   -  STOCKHOLM (1986)
 SF0001
 SF0001                         *CURRENT SURVEY CONTROL
 SF0001  ___________________________________________________________________
 SF0001* NAD 83(1986)-  47 02 18.     (N)    068 08 09.     (W)     SCALED    
 SF0001* NAVD 88     -       169.918  (meters)     557.47   (feet)  ADJUSTED  
 SF0001  ___________________________________________________________________
 SF0001  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 SF0001  DYNAMIC HT  -         169.939 (meters)     557.54  (feet)  COMP
 SF0001  MODELED GRAV-     980,730.9   (mgal)                       NAVD 88
 SF0001
 SF0001  VERT ORDER  -  SECOND    CLASS 0
 SF0001
 SF0001.The horizontal coordinates were scaled from a topographic map and have
 SF0001.an estimated accuracy of +/- 6 seconds.
 SF0001
 SF0001.The orthometric height was determined by differential leveling
 SF0001.and adjusted by the National Geodetic Survey in June 1991..
 SF0001
 SF0001.The geoid height was determined by GEOID03.
 SF0001
 SF0001.The dynamic height is computed by dividing the NAVD 88
 SF0001.geopotential number by the normal gravity value computed on the
 SF0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0001.degrees latitude (g = 980.6199 gals.).
 SF0001
 SF0001.The modeled gravity was interpolated from observed gravity values.
 SF0001
 SF0001;                    North         East    Units  Estimated Accuracy
 SF0001;SPC ME E     -   374,750.      327,670.      MT  (+/- 180 meters Scaled)
 SF0001
 SF0001                          SUPERSEDED SURVEY CONTROL
 SF0001
 SF0001  NGVD 29 (??/??/92)  170.101  (m)          558.07   (f) ADJ UNCH    2 0
 SF0001
 SF0001.Superseded values are not recommended for survey control.
 SF0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0001.See file dsdata.txt to determine how the superseded data were derived.
 SF0001
 SF0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN656097(NAD 83)
 SF0001_MARKER: DB = BENCH MARK DISK
 SF0001_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SF0001_SP_SET: BRIDGE
 SF0001_STAMPING: N 22 1933
 SF0001_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SF0001
 SF0001  HISTORY     - Date     Condition        Report By
 SF0001  HISTORY     - 1933     MONUMENTED       CGS
 SF0001  HISTORY     - 1935     GOOD             NGS
 SF0001
 SF0001                          STATION DESCRIPTION
 SF0001
 SF0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SF0001'0.5 MI S FROM STOCKHOLM.
 SF0001'0.5 MILE SOUTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 SF0001'STOCKHOLM, AROOSTOOK COUNTY, ON THE SOUTHEAST END OF A STEEL
 SF0001'BRIDGE OVER MADWASKA RIVER, IN THE TOP OF THE NORTHEAST END OF
 SF0001'THE WING WALL, 10 FEET EAST OF THE CENTERLINE OF THE TRACK, AND
 SF0001'ABOUT ONE FOOT LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 SF0001'STAMPED N 22 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0081 ***********************************************************************
 QF0081  DESIGNATION -  N 23
 QF0081  PID         -  QF0081
 QF0081  STATE/COUNTY-  ME/WASHINGTON
 QF0081  USGS QUAD   -  MEDDYBEMPS LAKE WEST (1987)
 QF0081
 QF0081                         *CURRENT SURVEY CONTROL
 QF0081  ___________________________________________________________________
 QF0081* NAD 83(1986)-  45 00 19.     (N)    067 25 02.     (W)     SCALED    
 QF0081* NAVD 88     -        70.830  (meters)     232.38   (feet)  ADJUSTED  
 QF0081  ___________________________________________________________________
 QF0081  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 QF0081  DYNAMIC HT  -          70.827 (meters)     232.37  (feet)  COMP
 QF0081  MODELED GRAV-     980,578.1   (mgal)                       NAVD 88
 QF0081
 QF0081  VERT ORDER  -  SECOND    CLASS 0
 QF0081
 QF0081.The horizontal coordinates were scaled from a topographic map and have
 QF0081.an estimated accuracy of +/- 6 seconds.
 QF0081
 QF0081.The orthometric height was determined by differential leveling
 QF0081.and adjusted by the National Geodetic Survey in June 1991..
 QF0081
 QF0081.The geoid height was determined by GEOID03.
 QF0081
 QF0081.The dynamic height is computed by dividing the NAVD 88
 QF0081.geopotential number by the normal gravity value computed on the
 QF0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0081.degrees latitude (g = 980.6199 gals.).
 QF0081
 QF0081.The modeled gravity was interpolated from observed gravity values.
 QF0081
 QF0081;                    North         East    Units  Estimated Accuracy
 QF0081;SPC ME E     -   149,300.      385,360.      MT  (+/- 180 meters Scaled)
 QF0081
 QF0081                          SUPERSEDED SURVEY CONTROL
 QF0081
 QF0081  NGVD 29 (??/??/92)   71.03   (m)          233.0    (f) COMPUTED    2 0
 QF0081
 QF0081.Superseded values are not recommended for survey control.
 QF0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0081.See file dsdata.txt to determine how the superseded data were derived.
 QF0081
 QF0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK247847(NAD 83)
 QF0081_MARKER: DD = SURVEY DISK
 QF0081_SETTING: 80 = SET IN A BOULDER
 QF0081_SP_SET: BOULDER
 QF0081_STAMPING: N 23 1929
 QF0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0081+STABILITY: SURFACE MOTION
 QF0081
 QF0081  HISTORY     - Date     Condition        Report By
 QF0081  HISTORY     - 1929     MONUMENTED       USGS
 QF0081
 QF0081                          STATION DESCRIPTION
 QF0081
 QF0081'DESCRIBED BY US GEOLOGICAL SURVEY 1929
 QF0081'2.4 MI E FROM COOPERS CORNER.
 QF0081'2.4 MILES EAST ALONG STATE HIGHWAY 191 FROM COOPERS CORNER,
 QF0081'WASHINGTON COUNTY, 125 FEET WEST OF THE JUNCTION OF A ROAD
 QF0081'LEADING TO ALEXANDER, 45 FEET SOUTHWEST OF THE NORTHEAST CORNER
 QF0081'OF A CEMETERY FENCE, 40 FEET NORTHWEST OF THE CENTER LINE OF
 QF0081'THE HIGHWAY, 1.5 FEET SOUTHEAST OF THE CEMETERY FENCE, AND IN
 QF0081'THE TOP OF A BOULDER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 QF0081'DISK, STAMPED N 23 1929.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0187 ***********************************************************************
 PD0187  DESIGNATION -  N 24
 PD0187  PID         -  PD0187
 PD0187  STATE/COUNTY-  ME/WASHINGTON
 PD0187  USGS QUAD   -  LAKE CATHANCE (1987)
 PD0187
 PD0187                         *CURRENT SURVEY CONTROL
 PD0187  ___________________________________________________________________
 PD0187* NAD 83(1986)-  44 59 57.     (N)    067 27 48.     (W)     SCALED    
 PD0187* NAVD 88     -       115.788  (meters)     379.88   (feet)  ADJUSTED  
 PD0187  ___________________________________________________________________
 PD0187  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 PD0187  DYNAMIC HT  -         115.782 (meters)     379.86  (feet)  COMP
 PD0187  MODELED GRAV-     980,560.2   (mgal)                       NAVD 88
 PD0187
 PD0187  VERT ORDER  -  SECOND    CLASS 0
 PD0187
 PD0187.The horizontal coordinates were scaled from a topographic map and have
 PD0187.an estimated accuracy of +/- 6 seconds.
 PD0187
 PD0187.The orthometric height was determined by differential leveling
 PD0187.and adjusted by the National Geodetic Survey in June 1991..
 PD0187
 PD0187.The geoid height was determined by GEOID03.
 PD0187
 PD0187.The dynamic height is computed by dividing the NAVD 88
 PD0187.geopotential number by the normal gravity value computed on the
 PD0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0187.degrees latitude (g = 980.6199 gals.).
 PD0187
 PD0187.The modeled gravity was interpolated from observed gravity values.
 PD0187
 PD0187;                    North         East    Units  Estimated Accuracy
 PD0187;SPC ME E     -   148,570.      381,730.      MT  (+/- 180 meters Scaled)
 PD0187
 PD0187                          SUPERSEDED SURVEY CONTROL
 PD0187
 PD0187  NGVD 29 (??/??/92)  115.991  (m)          380.55   (f) ADJ UNCH    2 0
 PD0187
 PD0187.Superseded values are not recommended for survey control.
 PD0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0187.See file dsdata.txt to determine how the superseded data were derived.
 PD0187
 PD0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK211840(NAD 83)
 PD0187_MARKER: DB = BENCH MARK DISK
 PD0187_SETTING: 80 = SET IN A BOULDER
 PD0187_SP_SET: BOULDER
 PD0187_STAMPING: N 24 1929
 PD0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0187+STABILITY: SURFACE MOTION
 PD0187
 PD0187  HISTORY     - Date     Condition        Report By
 PD0187  HISTORY     - 1929     MONUMENTED       USGS
 PD0187  HISTORY     - 1935     GOOD             NGS
 PD0187
 PD0187                          STATION DESCRIPTION
 PD0187
 PD0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PD0187'AT COOPERS CORNER.
 PD0187'AT COOPERS CORNER, WASHINGTON COUNTY, ON STATE HIGHWAY 191,
 PD0187'AT A TURN IN THE HIGHWAY, 90 FEET EAST OF THE CENTER LINE OF
 PD0187'THE HIGHWAY LEADING SOUTH, 51 FEET SOUTH OF THE CENTER LINE OF
 PD0187'THE HIGHWAY LEADING EAST, AND IN THE TOP OF A LOW BOULDER.  A
 PD0187'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED N 24 1929.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0823 ***********************************************************************
 QG0823  DESIGNATION -  N 24
 QG0823  PID         -  QG0823
 QG0823  STATE/COUNTY-  ME/SOMERSET
 QG0823  USGS QUAD   -  MAHONEY HILL (1989)
 QG0823
 QG0823                         *CURRENT SURVEY CONTROL
 QG0823  ___________________________________________________________________
 QG0823* NAD 83(1986)-  45 02 30.     (N)    069 51 53.     (W)     SCALED    
 QG0823* NAVD 88     -       104.179  (meters)     341.79   (feet)  ADJUSTED  
 QG0823  ___________________________________________________________________
 QG0823  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 QG0823  DYNAMIC HT  -         104.173 (meters)     341.77  (feet)  COMP
 QG0823  MODELED GRAV-     980,553.9   (mgal)                       NAVD 88
 QG0823
 QG0823  VERT ORDER  -  SECOND    CLASS 0
 QG0823
 QG0823.The horizontal coordinates were scaled from a topographic map and have
 QG0823.an estimated accuracy of +/- 6 seconds.
 QG0823
 QG0823.The orthometric height was determined by differential leveling
 QG0823.and adjusted by the National Geodetic Survey in June 1991..
 QG0823
 QG0823.The geoid height was determined by GEOID03.
 QG0823
 QG0823.The dynamic height is computed by dividing the NAVD 88
 QG0823.geopotential number by the normal gravity value computed on the
 QG0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0823.degrees latitude (g = 980.6199 gals.).
 QG0823
 QG0823.The modeled gravity was interpolated from observed gravity values.
 QG0823
 QG0823;                    North         East    Units  Estimated Accuracy
 QG0823;SPC ME W     -   245,410.      923,790.      MT  (+/- 180 meters Scaled)
 QG0823
 QG0823                          SUPERSEDED SURVEY CONTROL
 QG0823
 QG0823  NGVD 29 (??/??/92)  104.344  (m)          342.34   (f) ADJ UNCH    2 0
 QG0823
 QG0823.Superseded values are not recommended for survey control.
 QG0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0823.See file dsdata.txt to determine how the superseded data were derived.
 QG0823
 QG0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK318879(NAD 83)
 QG0823_MARKER: DB = BENCH MARK DISK
 QG0823_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QG0823_SP_SET: BRIDGE
 QG0823_STAMPING: 342.335 N 24 1933
 QG0823_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG0823
 QG0823  HISTORY     - Date     Condition        Report By
 QG0823  HISTORY     - 1933     MONUMENTED       CGS
 QG0823  HISTORY     - 1942     GOOD             NGS
 QG0823  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 QG0823
 QG0823                          STATION DESCRIPTION
 QG0823
 QG0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 QG0823'1.6 MI SE FROM BINGHAM.
 QG0823'1.6 MILES SOUTHEAST ALONG STATE HIGHWAY 201 FROM THE POST
 QG0823'OFFICE AT BINGHAM, SOMERSET COUNTY, AT THE CROSSING OF THE
 QG0823'MAINE CENTRAL RAILROAD, 78 YARDS EAST OF THE CENTER OF THE
 QG0823'CROSSING, AT A CONCRETE BRIDGE OVER JACKSON BROOK, IN THE TOP
 QG0823'OF THE SOUTHWEST WING WALL, 15 FEET SOUTH OF THE CENTER LINE
 QG0823'OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK,
 QG0823'STAMPED 342.335 N 24 1933.
 QG0823
 QG0823                          STATION RECOVERY (1942)
 QG0823
 QG0823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 QG0823'RECOVERED IN GOOD CONDITION.
 QG0823
 QG0823                          STATION RECOVERY (1986)
 QG0823
 QG0823'RECOVERY NOTE BY US POWER SQUADRON 1986 (WRM)
 QG0823'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0002 ***********************************************************************
 PF0002  DESIGNATION -  N 25
 PF0002  PID         -  PF0002
 PF0002  STATE/COUNTY-  ME/SOMERSET
 PF0002  USGS QUAD   -  NEW PORTLAND (1989)
 PF0002
 PF0002                         *CURRENT SURVEY CONTROL
 PF0002  ___________________________________________________________________
 PF0002* NAD 83(1986)-  44 54 53.     (N)    070 00 29.     (W)     SCALED    
 PF0002* NAVD 88     -       125.850  (meters)     412.89   (feet)  ADJUSTED  
 PF0002  ___________________________________________________________________
 PF0002  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 PF0002  DYNAMIC HT  -         125.841 (meters)     412.86  (feet)  COMP
 PF0002  MODELED GRAV-     980,546.1   (mgal)                       NAVD 88
 PF0002
 PF0002  VERT ORDER  -  SECOND    CLASS 0
 PF0002
 PF0002.The horizontal coordinates were scaled from a topographic map and have
 PF0002.an estimated accuracy of +/- 6 seconds.
 PF0002
 PF0002.The orthometric height was determined by differential leveling
 PF0002.and adjusted by the National Geodetic Survey in June 1991..
 PF0002
 PF0002.The geoid height was determined by GEOID03.
 PF0002
 PF0002.The dynamic height is computed by dividing the NAVD 88
 PF0002.geopotential number by the normal gravity value computed on the
 PF0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0002.degrees latitude (g = 980.6199 gals.).
 PF0002
 PF0002.The modeled gravity was interpolated from observed gravity values.
 PF0002
 PF0002;                    North         East    Units  Estimated Accuracy
 PF0002;SPC ME W     -   231,270.      912,520.      MT  (+/- 180 meters Scaled)
 PF0002
 PF0002                          SUPERSEDED SURVEY CONTROL
 PF0002
 PF0002  NGVD 29 (??/??/92)  126.017  (m)          413.44   (f) ADJ UNCH    2 0
 PF0002
 PF0002.Superseded values are not recommended for survey control.
 PF0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0002.See file dsdata.txt to determine how the superseded data were derived.
 PF0002
 PF0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK204739(NAD 83)
 PF0002_MARKER: DB = BENCH MARK DISK
 PF0002_SETTING: 80 = SET IN A BOULDER
 PF0002_SP_SET: BOULDER
 PF0002_STAMPING: 413.441 N 25 1933
 PF0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0002+STABILITY: SURFACE MOTION
 PF0002
 PF0002  HISTORY     - Date     Condition        Report By
 PF0002  HISTORY     - 1933     MONUMENTED       CGS
 PF0002  HISTORY     - 1934     GOOD             NGS
 PF0002
 PF0002                          STATION DESCRIPTION
 PF0002
 PF0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PF0002'1.1 MI SE FROM NORTH NEW PORTLAND.
 PF0002'1.1 MILES SOUTHEAST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE
 PF0002'AT NORTH NEW PORTLAND, SOMERSET COUNTY, 110 YARDS SOUTH OF
 PF0002'A SMALL CONCRETE CULVERT, 20 YARDS NORTH OF THE NORTH END OF
 PF0002'A SMALL SHACK, 15 YARDS WEST OF THE CENTER LINE OF THE HIGHWAY,
 PF0002'IN THE TOP OF A LARGE EMBEDDED BOULDER, AND ABOUT 1 FOOT HIGHER
 PF0002'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED 413.441 N 25 1933.
 PF0002
 PF0002                          STATION RECOVERY (1934)
 PF0002
 PF0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PF0002'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0278 ***********************************************************************
 PF0278  DESIGNATION -  N 26
 PF0278  PID         -  PF0278
 PF0278  STATE/COUNTY-  ME/OXFORD
 PF0278  USGS QUAD   -  RUMFORD (1969)
 PF0278
 PF0278                         *CURRENT SURVEY CONTROL
 PF0278  ___________________________________________________________________
 PF0278* NAD 83(1986)-  44 32 46.     (N)    070 32 45.     (W)     SCALED    
 PF0278* NAVD 88     -       156.110  (meters)     512.17   (feet)  ADJUSTED  
 PF0278  ___________________________________________________________________
 PF0278  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 PF0278  DYNAMIC HT  -         156.092 (meters)     512.11  (feet)  COMP
 PF0278  MODELED GRAV-     980,499.7   (mgal)                       NAVD 88
 PF0278
 PF0278  VERT ORDER  -  SECOND    CLASS 0
 PF0278
 PF0278.The horizontal coordinates were scaled from a topographic map and have
 PF0278.an estimated accuracy of +/- 6 seconds.
 PF0278
 PF0278.The orthometric height was determined by differential leveling
 PF0278.and adjusted by the National Geodetic Survey in June 1991..
 PF0278
 PF0278.The geoid height was determined by GEOID03.
 PF0278
 PF0278.The dynamic height is computed by dividing the NAVD 88
 PF0278.geopotential number by the normal gravity value computed on the
 PF0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0278.degrees latitude (g = 980.6199 gals.).
 PF0278
 PF0278.The modeled gravity was interpolated from observed gravity values.
 PF0278
 PF0278;                    North         East    Units  Estimated Accuracy
 PF0278;SPC ME W     -   190,360.      869,870.      MT  (+/- 180 meters Scaled)
 PF0278
 PF0278                          SUPERSEDED SURVEY CONTROL
 PF0278
 PF0278  NGVD 29 (??/??/92)  156.253  (m)          512.64   (f) ADJ UNCH    2 0
 PF0278
 PF0278.Superseded values are not recommended for survey control.
 PF0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0278.See file dsdata.txt to determine how the superseded data were derived.
 PF0278
 PF0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK772336(NAD 83)
 PF0278_MARKER: DB = BENCH MARK DISK
 PF0278_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PF0278_SP_SET: BUILDING
 PF0278_STAMPING: 512.640 N 26 1933
 PF0278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0278
 PF0278  HISTORY     - Date     Condition        Report By
 PF0278  HISTORY     - 1933     MONUMENTED       CGS
 PF0278  HISTORY     - 1934     GOOD             NGS
 PF0278
 PF0278                          STATION DESCRIPTION
 PF0278
 PF0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PF0278'AT RUMFORD.
 PF0278'AT RUMFORD, OXFORD COUNTY, AT THE INTERSECTION OF HARTFORD
 PF0278'STREET AND CONGRESS STREET, 21 YARDS NORTH OF THE CENTER LINE OF
 PF0278'HARTFORD STREET, 17 YARDS WEST OF THE CENTER LINE OF CONGRESS
 PF0278'STREET, AT THE POST OFFICE, IN THE EAST WALL, 12 YARDS SOUTH
 PF0278'OF THE CONGRESS STREET ENTRANCE, 1 FOOT NORTH OF THE SOUTHEAST
 PF0278'CORNER OF THE BUILDING, AND 5 FEET ABOVE THE GROUND.  A STANDARD
 PF0278'DISK, STAMPED 512.640 N 26 1933 AND SET VERTICALLY.
 PF0278
 PF0278                          STATION RECOVERY (1934)
 PF0278
 PF0278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PF0278'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0137 ***********************************************************************
 QF0137  DESIGNATION -  N 26
 QF0137  PID         -  QF0137
 QF0137  STATE/COUNTY-  ME/WASHINGTON
 QF0137  USGS QUAD   -  CRAWFORD LAKE (1990)
 QF0137
 QF0137                         *CURRENT SURVEY CONTROL
 QF0137  ___________________________________________________________________
 QF0137* NAD 83(1986)-  45 05 10.     (N)    067 30 07.     (W)     SCALED    
 QF0137* NAVD 88     -       176.550  (meters)     579.23   (feet)  ADJUSTED  
 QF0137  ___________________________________________________________________
 QF0137  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 QF0137  DYNAMIC HT  -         176.543 (meters)     579.21  (feet)  COMP
 QF0137  MODELED GRAV-     980,577.4   (mgal)                       NAVD 88
 QF0137
 QF0137  VERT ORDER  -  SECOND    CLASS 0
 QF0137
 QF0137.The horizontal coordinates were scaled from a topographic map and have
 QF0137.an estimated accuracy of +/- 6 seconds.
 QF0137
 QF0137.The orthometric height was determined by differential leveling
 QF0137.and adjusted by the National Geodetic Survey in June 1991..
 QF0137
 QF0137.The geoid height was determined by GEOID03.
 QF0137
 QF0137.The dynamic height is computed by dividing the NAVD 88
 QF0137.geopotential number by the normal gravity value computed on the
 QF0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0137.degrees latitude (g = 980.6199 gals.).
 QF0137
 QF0137.The modeled gravity was interpolated from observed gravity values.
 QF0137
 QF0137;                    North         East    Units  Estimated Accuracy
 QF0137;SPC ME E     -   158,200.      378,570.      MT  (+/- 180 meters Scaled)
 QF0137
 QF0137                          SUPERSEDED SURVEY CONTROL
 QF0137
 QF0137.No superseded survey control is available for this station.
 QF0137
 QF0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK178936(NAD 83)
 QF0137_MARKER: DD = SURVEY DISK
 QF0137_SETTING: 80 = SET IN A BOULDER
 QF0137_SP_SET: BOULDER
 QF0137_STAMPING: N 26 1929
 QF0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0137+STABILITY: SURFACE MOTION
 QF0137
 QF0137  HISTORY     - Date     Condition        Report By
 QF0137  HISTORY     - 1929     MONUMENTED       USGS
 QF0137  HISTORY     - 1935     GOOD             NGS
 QF0137
 QF0137                          STATION DESCRIPTION
 QF0137
 QF0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QF0137'NEAR ALEXANDER.
 QF0137'AT THE JUNCTION OF STATE HIGHWAY 9 AND A ROAD LEADING TO SOUTH
 QF0137'PRINCETON NEAR ALEXANDER, WASHINGTON COUNTY, 130 FEET SOUTH
 QF0137'OF THE CENTER LINE OF STATE HIGHWAY 9, 18 FEET EAST OF THE
 QF0137'CENTER LINE OF THE ROAD, AND IN THE TOP OF A BOULDER.  A UNITED
 QF0137'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED N 26 1929.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0140 ***********************************************************************
 QF0140  DESIGNATION -  N 27
 QF0140  PID         -  QF0140
 QF0140  STATE/COUNTY-  ME/WASHINGTON
 QF0140  USGS QUAD   -  PRINCETON (1990)
 QF0140
 QF0140                         *CURRENT SURVEY CONTROL
 QF0140  ___________________________________________________________________
 QF0140* NAD 83(1986)-  45 08 59.     (N)    067 30 02.     (W)     SCALED    
 QF0140* NAVD 88     -       108.272  (meters)     355.22   (feet)  ADJUSTED  
 QF0140  ___________________________________________________________________
 QF0140  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 QF0140  DYNAMIC HT  -         108.271 (meters)     355.22  (feet)  COMP
 QF0140  MODELED GRAV-     980,600.9   (mgal)                       NAVD 88
 QF0140
 QF0140  VERT ORDER  -  SECOND    CLASS 0
 QF0140
 QF0140.The horizontal coordinates were scaled from a topographic map and have
 QF0140.an estimated accuracy of +/- 6 seconds.
 QF0140
 QF0140.The orthometric height was determined by differential leveling
 QF0140.and adjusted by the National Geodetic Survey in June 1991..
 QF0140
 QF0140.The geoid height was determined by GEOID03.
 QF0140
 QF0140.The dynamic height is computed by dividing the NAVD 88
 QF0140.geopotential number by the normal gravity value computed on the
 QF0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0140.degrees latitude (g = 980.6199 gals.).
 QF0140
 QF0140.The modeled gravity was interpolated from observed gravity values.
 QF0140
 QF0140;                    North         East    Units  Estimated Accuracy
 QF0140;SPC ME E     -   165,270.      378,590.      MT  (+/- 180 meters Scaled)
 QF0140
 QF0140                          SUPERSEDED SURVEY CONTROL
 QF0140
 QF0140  NGVD 29 (??/??/92)  108.474  (m)          355.89   (f) ADJ UNCH    2 0
 QF0140
 QF0140.Superseded values are not recommended for survey control.
 QF0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0140.See file dsdata.txt to determine how the superseded data were derived.
 QF0140
 QF0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL178006(NAD 83)
 QF0140_MARKER: DD = SURVEY DISK
 QF0140_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QF0140_SP_SET: CONC PLATFORM
 QF0140_STAMPING: N 27 1929
 QF0140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QF0140
 QF0140  HISTORY     - Date     Condition        Report By
 QF0140  HISTORY     - UNK      MONUMENTED       USGS
 QF0140  HISTORY     - 1935     GOOD             NGS
 QF0140
 QF0140                          STATION DESCRIPTION
 QF0140
 QF0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QF0140'AT SOUTH PRINCETON.
 QF0140'AT SOUTH PRINCETON, WASHINGTON COUNTY, 105 FEET NORTHWEST OF
 QF0140'THE CENTER OF A ROAD INTERSECTION, AT THE DISCIPLES CHURCH, AND
 QF0140'IN THE TOP OF THE CONCRETE PLATFORM AT THE ENTRANCE TO THE
 QF0140'CHURCH.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 QF0140'N 27 1929.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0187 ***********************************************************************
 PF0187  DESIGNATION -  N 28
 PF0187  PID         -  PF0187
 PF0187  STATE/COUNTY-  ME/CUMBERLAND
 PF0187  USGS QUAD   -  BRIDGTON (1983)
 PF0187
 PF0187                         *CURRENT SURVEY CONTROL
 PF0187  ___________________________________________________________________
 PF0187* NAD 83(1986)-  44 07 28.     (N)    070 40 00.     (W)     SCALED    
 PF0187* NAVD 88     -        96.186  (meters)     315.57   (feet)  ADJUSTED  
 PF0187  ___________________________________________________________________
 PF0187  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 PF0187  DYNAMIC HT  -          96.173 (meters)     315.53  (feet)  COMP
 PF0187  MODELED GRAV-     980,478.1   (mgal)                       NAVD 88
 PF0187
 PF0187  VERT ORDER  -  SECOND    CLASS 0
 PF0187
 PF0187.The horizontal coordinates were scaled from a topographic map and have
 PF0187.an estimated accuracy of +/- 6 seconds.
 PF0187
 PF0187.The orthometric height was determined by differential leveling
 PF0187.and adjusted by the National Geodetic Survey in June 1991..
 PF0187
 PF0187.The geoid height was determined by GEOID03.
 PF0187
 PF0187.The dynamic height is computed by dividing the NAVD 88
 PF0187.geopotential number by the normal gravity value computed on the
 PF0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0187.degrees latitude (g = 980.6199 gals.).
 PF0187
 PF0187.The modeled gravity was interpolated from observed gravity values.
 PF0187
 PF0187;                    North         East    Units  Estimated Accuracy
 PF0187;SPC ME W     -   143,560.      859,980.      MT  (+/- 180 meters Scaled)
 PF0187
 PF0187                          SUPERSEDED SURVEY CONTROL
 PF0187
 PF0187  NGVD 29 (??/??/92)   96.362  (m)          316.15   (f) ADJ UNCH    2 0
 PF0187
 PF0187.Superseded values are not recommended for survey control.
 PF0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0187.See file dsdata.txt to determine how the superseded data were derived.
 PF0187
 PF0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ666870(NAD 83)
 PF0187_MARKER: DB = BENCH MARK DISK
 PF0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PF0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PF0187_STAMPING: N 28 1935
 PF0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0187+STABILITY: SURFACE MOTION
 PF0187_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PF0187+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2004
 PF0187
 PF0187  HISTORY     - Date     Condition        Report By
 PF0187  HISTORY     - 1935     MONUMENTED       CGS
 PF0187  HISTORY     - 20040428 GOOD             GEOCAC
 PF0187
 PF0187                          STATION DESCRIPTION
 PF0187
 PF0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PF0187'1.3 MI NE FROM HARRISON.
 PF0187'ABOUT 1.3 MILES NORTHEAST ALONG STATE HIGHWAY 117 FROM THE
 PF0187'POST OFFICE AT HARRISON, CUMBERLAND COUNTY, ABOUT 112 YARDS
 PF0187'SOUTHWEST OF THE CENTER LINE OF A SMALL WOODEN BRIDGE LEADING
 PF0187'FROM A RESORT TO A LAKE, 40 FEET NORTHEAST OF THE CENTER LINE
 PF0187'OF A GRADED ROAD, AND 31 FEET SOUTHEAST OF THE CENTER LINE OF THE
 PF0187'HIGHWAY.  A STANDARD DISK, STAMPED N 28 1935 AND SET IN THE TOP
 PF0187'OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 PF0187
 PF0187                          STATION RECOVERY (2004)
 PF0187
 PF0187'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 PF0187'RECOVERED AS DESCRIBED AND IN GOOD CONDITION. IS CURRENTLY SPRAY
 PF0187'PAINTED HIGH VISIBILTY YELLOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0054 ***********************************************************************
 PF0054  DESIGNATION -  N 29
 PF0054  PID         -  PF0054
 PF0054  STATE/COUNTY-  ME/FRANKLIN
 PF0054  USGS QUAD   -  FARMINGTON (1968)
 PF0054
 PF0054                         *CURRENT SURVEY CONTROL
 PF0054  ___________________________________________________________________
 PF0054* NAD 83(1986)-  44 43 45.     (N)    070 11 47.     (W)     SCALED    
 PF0054* NAVD 88     -       161.940  (meters)     531.30   (feet)  ADJUSTED  
 PF0054  ___________________________________________________________________
 PF0054  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 PF0054  DYNAMIC HT  -         161.926 (meters)     531.25  (feet)  COMP
 PF0054  MODELED GRAV-     980,528.8   (mgal)                       NAVD 88
 PF0054
 PF0054  VERT ORDER  -  SECOND    CLASS 0
 PF0054
 PF0054.The horizontal coordinates were scaled from a topographic map and have
 PF0054.an estimated accuracy of +/- 6 seconds.
 PF0054
 PF0054.The orthometric height was determined by differential leveling
 PF0054.and adjusted by the National Geodetic Survey in June 1991..
 PF0054
 PF0054.The geoid height was determined by GEOID03.
 PF0054
 PF0054.The dynamic height is computed by dividing the NAVD 88
 PF0054.geopotential number by the normal gravity value computed on the
 PF0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0054.degrees latitude (g = 980.6199 gals.).
 PF0054
 PF0054.The modeled gravity was interpolated from observed gravity values.
 PF0054
 PF0054;                    North         East    Units  Estimated Accuracy
 PF0054;SPC ME W     -   210,640.      897,650.      MT  (+/- 180 meters Scaled)
 PF0054
 PF0054                          SUPERSEDED SURVEY CONTROL
 PF0054
 PF0054  NGVD 29 (??/??/92)  162.084  (m)          531.77   (f) ADJ UNCH    2 0
 PF0054
 PF0054.Superseded values are not recommended for survey control.
 PF0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0054.See file dsdata.txt to determine how the superseded data were derived.
 PF0054
 PF0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK052535(NAD 83)
 PF0054_MARKER: DB = BENCH MARK DISK
 PF0054_SETTING: 0 = UNSPECIFIED SETTING
 PF0054_STAMPING: N 29 1935
 PF0054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PF0054
 PF0054  HISTORY     - Date     Condition        Report By
 PF0054  HISTORY     - 1935     MONUMENTED       CGS
 PF0054  HISTORY     - 20040908 MARK NOT FOUND   USPSQD
 PF0054
 PF0054                          STATION DESCRIPTION
 PF0054
 PF0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PF0054'5.3 MI N FROM FARMINGTON.
 PF0054'5.3 MILES NORTH ALONG STATE HIGHWAY 4 FROM THE COUNTY COURTHOUSE
 PF0054'AT FARMINGTON, FRANKLIN COUNTY, 227 YARDS SOUTH OF THE
 PF0054'FARMINGTON-STRONG TOWN LINE, AT THE TOP OF A SMALL HILL, 28 FEET
 PF0054'EAST OF THE CENTERLINE OF THE HIGHWAY, AND 17.4 FEET SOUTH OF
 PF0054'A 12-INCH MAPLE TREE.
 PF0054
 PF0054                          STATION RECOVERY (2004)
 PF0054
 PF0054'RECOVERY NOTE BY US POWER SQUADRON 2004 (GBM)
 PF0054'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0156 ***********************************************************************
 PE0156  DESIGNATION -  N 3
 PE0156  PID         -  PE0156
 PE0156  STATE/COUNTY-  ME/HANCOCK
 PE0156  USGS QUAD   -  AMHERST (1988)
 PE0156
 PE0156                         *CURRENT SURVEY CONTROL
 PE0156  ___________________________________________________________________
 PE0156* NAD 83(1986)-  44 49 58.     (N)    068 21 49.     (W)     SCALED    
 PE0156* NAVD 88     -        91.448  (meters)     300.03   (feet)  ADJUSTED  
 PE0156  ___________________________________________________________________
 PE0156  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 PE0156  DYNAMIC HT  -          91.444 (meters)     300.01  (feet)  COMP
 PE0156  MODELED GRAV-     980,573.4   (mgal)                       NAVD 88
 PE0156
 PE0156  VERT ORDER  -  SECOND    CLASS 0
 PE0156
 PE0156.The horizontal coordinates were scaled from a topographic map and have
 PE0156.an estimated accuracy of +/- 6 seconds.
 PE0156
 PE0156.The orthometric height was determined by differential leveling
 PE0156.and adjusted by the National Geodetic Survey in June 1991..
 PE0156
 PE0156.The geoid height was determined by GEOID03.
 PE0156
 PE0156.The dynamic height is computed by dividing the NAVD 88
 PE0156.geopotential number by the normal gravity value computed on the
 PE0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0156.degrees latitude (g = 980.6199 gals.).
 PE0156
 PE0156.The modeled gravity was interpolated from observed gravity values.
 PE0156
 PE0156;                    North         East    Units  Estimated Accuracy
 PE0156;SPC ME E     -   129,570.      310,780.      MT  (+/- 180 meters Scaled)
 PE0156
 PE0156                          SUPERSEDED SURVEY CONTROL
 PE0156
 PE0156  NGVD 29 (??/??/92)   91.643  (m)          300.67   (f) ADJ UNCH    2 0
 PE0156
 PE0156.Superseded values are not recommended for survey control.
 PE0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0156.See file dsdata.txt to determine how the superseded data were derived.
 PE0156
 PE0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK503645(NAD 83)
 PE0156_MARKER: DD = SURVEY DISK
 PE0156_SETTING: 66 = SET IN ROCK OUTCROP
 PE0156_SP_SET: ROCK CUT
 PE0156_STAMPING: N 3 1928 ME
 PE0156_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0156+STABILITY: POSITION/ELEVATION WELL
 PE0156
 PE0156  HISTORY     - Date     Condition        Report By
 PE0156  HISTORY     - 1928     MONUMENTED       USGS
 PE0156  HISTORY     - 1953     GOOD             NGS
 PE0156
 PE0156                          STATION DESCRIPTION
 PE0156
 PE0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 PE0156'AT AMHERST.
 PE0156'AT AMHERST, HANCOCK COUNTY, ON STATE HIGHWAY 9, AT A ROAD
 PE0156'INTERSECTION (STATE HIGHWAY 181 LEADS SOUTHEAST AND A BLACK-TOP
 PE0156'ROAD LEADS NORTHWEST), 83 FEET NORTHWEST OF THE CENTER LINE OF
 PE0156'STATE HIGHWAY 9, 20 FEET NORTHEAST OF THE CENTER LINE OF THE
 PE0156'BLACK-TOP ROAD, AT A TWO-STORY FARMHOUSE, AT THE SOUTHWEST EDGE
 PE0156'OF THE LAWN, IN THE TOP OF THE 1-FOOT EXPOSED SURFACE OF A ROCK
 PE0156'FLUSH WITH THE GROUND, ABOUT 4 FEET ABOVE THE LEVEL OF STATE
 PE0156'HIGHWAY 9, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE BLACKTOP
 PE0156'ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 PE0156'N 3 1928 ME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0149 ***********************************************************************
 QF0149  DESIGNATION -  N 3
 QF0149  PID         -  QF0149
 QF0149  STATE/COUNTY-  ME/WASHINGTON
 QF0149  USGS QUAD   -  FOREST (1988)
 QF0149
 QF0149                         *CURRENT SURVEY CONTROL
 QF0149  ___________________________________________________________________
 QF0149* NAD 83(1986)-  45 34 17.     (N)    067 44 46.     (W)     SCALED    
 QF0149* NAVD 88     -       134.011  (meters)     439.67   (feet)  ADJUSTED  
 QF0149  ___________________________________________________________________
 QF0149  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 QF0149  DYNAMIC HT  -         134.011 (meters)     439.67  (feet)  COMP
 QF0149  MODELED GRAV-     980,609.9   (mgal)                       NAVD 88
 QF0149
 QF0149  VERT ORDER  -  FIRST     CLASS II
 QF0149
 QF0149.The horizontal coordinates were scaled from a topographic map and have
 QF0149.an estimated accuracy of +/- 6 seconds.
 QF0149
 QF0149.The orthometric height was determined by differential leveling
 QF0149.and adjusted by the National Geodetic Survey in June 1991..
 QF0149
 QF0149.The geoid height was determined by GEOID03.
 QF0149
 QF0149.The dynamic height is computed by dividing the NAVD 88
 QF0149.geopotential number by the normal gravity value computed on the
 QF0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0149.degrees latitude (g = 980.6199 gals.).
 QF0149
 QF0149.The modeled gravity was interpolated from observed gravity values.
 QF0149
 QF0149;                    North         East    Units  Estimated Accuracy
 QF0149;SPC ME E     -   211,920.      358,840.      MT  (+/- 180 meters Scaled)
 QF0149
 QF0149                          SUPERSEDED SURVEY CONTROL
 QF0149
 QF0149.No superseded survey control is available for this station.
 QF0149
 QF0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL978471(NAD 83)
 QF0149_MARKER: DB = BENCH MARK DISK
 QF0149_SETTING: 80 = SET IN A BOULDER
 QF0149_SP_SET: BOULDER
 QF0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0149+STABILITY: SURFACE MOTION
 QF0149
 QF0149  HISTORY     - Date     Condition        Report By
 QF0149  HISTORY     - UNK      MONUMENTED       CGS
 QF0149  HISTORY     - 1916     GOOD             NGS
 QF0149
 QF0149                          STATION DESCRIPTION
 QF0149
 QF0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1916
 QF0149'0.7 MI W FROM FOREST.
 QF0149'ABOUT 0.7 MILE WEST ALONG THE MAINE CENTRAL RAILROAD FROM
 QF0149'FOREST, WASHINGTON COUNTY, 12 POLES EAST OF MILEPOST 18, 20 RAILS
 QF0149'EAST OF BLOCK SIGNAL E 2331, ABOUT 15 YARDS NORTH OF THE TRACK IN
 QF0149'THE TOP OF A 3-BY 6-FOOT BOULDER, ABOUT 1 FOOT ABOVE THE GROUND
 QF0149'SURFACE.  A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0251 ***********************************************************************
 OB0251  DESIGNATION -  N 30
 OB0251  PID         -  OB0251
 OB0251  STATE/COUNTY-  ME/SAGADAHOC
 OB0251  USGS QUAD   -  BRUNSWICK (1980)
 OB0251
 OB0251                         *CURRENT SURVEY CONTROL
 OB0251  ___________________________________________________________________
 OB0251* NAD 83(1986)-  43 59 08.     (N)    069 54 54.     (W)     SCALED    
 OB0251* NAVD 88     -        17.881  (meters)      58.66   (feet)  ADJUSTED  
 OB0251  ___________________________________________________________________
 OB0251  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 OB0251  DYNAMIC HT  -          17.879 (meters)      58.66  (feet)  COMP
 OB0251  MODELED GRAV-     980,515.3   (mgal)                       NAVD 88
 OB0251
 OB0251  VERT ORDER  -  SECOND    CLASS 0
 OB0251
 OB0251.The horizontal coordinates were scaled from a topographic map and have
 OB0251.an estimated accuracy of +/- 6 seconds.
 OB0251
 OB0251.The orthometric height was determined by differential leveling
 OB0251.and adjusted by the National Geodetic Survey in June 1991..
 OB0251
 OB0251.The geoid height was determined by GEOID03.
 OB0251
 OB0251.The dynamic height is computed by dividing the NAVD 88
 OB0251.geopotential number by the normal gravity value computed on the
 OB0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0251.degrees latitude (g = 980.6199 gals.).
 OB0251
 OB0251.The modeled gravity was interpolated from observed gravity values.
 OB0251
 OB0251;                    North         East    Units  Estimated Accuracy
 OB0251;SPC ME W     -   128,040.      920,190.      MT  (+/- 180 meters Scaled)
 OB0251
 OB0251                          SUPERSEDED SURVEY CONTROL
 OB0251
 OB0251  NGVD 29 (??/??/92)   18.087  (m)           59.34   (f) ADJ UNCH    2 0
 OB0251
 OB0251.Superseded values are not recommended for survey control.
 OB0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0251.See file dsdata.txt to determine how the superseded data were derived.
 OB0251
 OB0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ266706(NAD 83)
 OB0251_MARKER: DB = BENCH MARK DISK
 OB0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OB0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OB0251_STAMPING: N 30 1935
 OB0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OB0251+STABILITY: SURFACE MOTION
 OB0251
 OB0251  HISTORY     - Date     Condition        Report By
 OB0251  HISTORY     - 1935     MONUMENTED       CGS
 OB0251
 OB0251                          STATION DESCRIPTION
 OB0251
 OB0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OB0251'2.0 MI N FROM CATHANCE.
 OB0251'2.0 MILES NORTH ALONG THE MAINE CENTRAL RAILROAD FROM THE STATION AT
 OB0251'CATHANCE, OPPOSITE MILEPOST P 35-V 216, ABOUT 40 YARDS NORTH OF AN
 OB0251'OVERHEAD BRIDGE, 40.5 FEET NORTHWEST OF A POST MARKED SECTION 12 AND
 OB0251'19.7 FEET WEST OF THE WEST RAIL.  A STANDARD DISK, STAMPED N 30 1935
 OB0251'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1211 ***********************************************************************
 PE1211  DESIGNATION -  N 31
 PE1211  PID         -  PE1211
 PE1211  STATE/COUNTY-  ME/KENNEBEC
 PE1211  USGS QUAD   -  VASSALBORO (1988)
 PE1211
 PE1211                         *CURRENT SURVEY CONTROL
 PE1211  ___________________________________________________________________
 PE1211* NAD 83(1986)-  44 25 29.     (N)    069 42 04.     (W)     SCALED    
 PE1211* NAVD 88     -        15.603  (meters)      51.19   (feet)  ADJUSTED  
 PE1211  ___________________________________________________________________
 PE1211  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 PE1211  DYNAMIC HT  -          15.601 (meters)      51.18  (feet)  COMP
 PE1211  MODELED GRAV-     980,535.6   (mgal)                       NAVD 88
 PE1211
 PE1211  VERT ORDER  -  SECOND    CLASS 0
 PE1211
 PE1211.The horizontal coordinates were scaled from a topographic map and have
 PE1211.an estimated accuracy of +/- 6 seconds.
 PE1211
 PE1211.The orthometric height was determined by differential leveling
 PE1211.and adjusted by the National Geodetic Survey in June 1991..
 PE1211
 PE1211.The geoid height was determined by GEOID03.
 PE1211
 PE1211.The dynamic height is computed by dividing the NAVD 88
 PE1211.geopotential number by the normal gravity value computed on the
 PE1211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1211.degrees latitude (g = 980.6199 gals.).
 PE1211
 PE1211.The modeled gravity was interpolated from observed gravity values.
 PE1211
 PE1211;                    North         East    Units  Estimated Accuracy
 PE1211;SPC ME W     -   176,910.      937,070.      MT  (+/- 180 meters Scaled)
 PE1211
 PE1211                          SUPERSEDED SURVEY CONTROL
 PE1211
 PE1211  NGVD 29 (??/??/92)   15.824  (m)           51.92   (f) ADJ UNCH    2 0
 PE1211
 PE1211.Superseded values are not recommended for survey control.
 PE1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1211.See file dsdata.txt to determine how the superseded data were derived.
 PE1211
 PE1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK441192(NAD 83)
 PE1211_MARKER: DB = BENCH MARK DISK
 PE1211_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE1211_SP_SET: CULVERT
 PE1211_STAMPING: N 31 1935
 PE1211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE1211
 PE1211  HISTORY     - Date     Condition        Report By
 PE1211  HISTORY     - 1935     MONUMENTED       CGS
 PE1211
 PE1211                          STATION DESCRIPTION
 PE1211
 PE1211'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE1211'1.1 MI NE FROM RIVERDALE.
 PE1211'1.1 MILES NORTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE1211'STATION AT RIVERSIDE, KENNEBEC COUNTY, 9 POLES NORTHEAST OF
 PE1211'MILEPOST P 71, 12 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND IN
 PE1211'THE TOP OF THE NORTHEAST END OF THE SOUTHEAST HEADWALL OF A
 PE1211'CULVERT.  A STANDARD DISK, STAMPED N 31 1935 AND FLUSH WITH THE
 PE1211'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0761 ***********************************************************************
 QG0761  DESIGNATION -  N 32
 QG0761  PID         -  QG0761
 QG0761  STATE/COUNTY-  ME/PENOBSCOT
 QG0761  USGS QUAD   -  DEXTER (1984)
 QG0761
 QG0761                         *CURRENT SURVEY CONTROL
 QG0761  ___________________________________________________________________
 QG0761* NAD 83(1986)-  45 03 19.     (N)    069 16 06.     (W)     SCALED    
 QG0761* NAVD 88     -       165.494  (meters)     542.96   (feet)  ADJUSTED  
 QG0761  ___________________________________________________________________
 QG0761  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 QG0761  DYNAMIC HT  -         165.487 (meters)     542.94  (feet)  COMP
 QG0761  MODELED GRAV-     980,570.0   (mgal)                       NAVD 88
 QG0761
 QG0761  VERT ORDER  -  SECOND    CLASS 0
 QG0761
 QG0761.The horizontal coordinates were scaled from a topographic map and have
 QG0761.an estimated accuracy of +/- 6 seconds.
 QG0761
 QG0761.The orthometric height was determined by differential leveling
 QG0761.and adjusted by the National Geodetic Survey in June 1991..
 QG0761
 QG0761.The geoid height was determined by GEOID03.
 QG0761
 QG0761.The dynamic height is computed by dividing the NAVD 88
 QG0761.geopotential number by the normal gravity value computed on the
 QG0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0761.degrees latitude (g = 980.6199 gals.).
 QG0761
 QG0761.The modeled gravity was interpolated from observed gravity values.
 QG0761
 QG0761;                    North         East    Units  Estimated Accuracy
 QG0761;SPC ME E     -   154,570.      239,480.      MT  (+/- 180 meters Scaled)
 QG0761
 QG0761                          SUPERSEDED SURVEY CONTROL
 QG0761
 QG0761  NGVD 29 (??/??/92)  165.674  (m)          543.55   (f) ADJ UNCH    2 0
 QG0761
 QG0761.Superseded values are not recommended for survey control.
 QG0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0761.See file dsdata.txt to determine how the superseded data were derived.
 QG0761
 QG0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK788891(NAD 83)
 QG0761_MARKER: DB = BENCH MARK DISK
 QG0761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0761_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0761_STAMPING: N 32 1935
 QG0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0761+STABILITY: SURFACE MOTION
 QG0761
 QG0761  HISTORY     - Date     Condition        Report By
 QG0761  HISTORY     - 1935     MONUMENTED       CGS
 QG0761
 QG0761                          STATION DESCRIPTION
 QG0761
 QG0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QG0761'2.2 MI N FROM DEXTER.
 QG0761'2.2 MILES NORTH ALONG THE MAINE CENTRAL RAILROAD FROM THE STATION
 QG0761'AT DEXTER, PENOBSCOT COUNTY, ABOUT 45 YARDS SOUTH OF MILEPOST F
 QG0761'12, AT A CURVE, 21 FEET WEST OF THE WEST RAIL, AND 6 FEET EAST OF
 QG0761'THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED N 32 1935
 QG0761'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1/2 FOOT
 QG0761'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0805 ***********************************************************************
 QG0805  DESIGNATION -  N 33
 QG0805  PID         -  QG0805
 QG0805  STATE/COUNTY-  ME/PISCATAQUIS
 QG0805  USGS QUAD   -  WHETSTONE POND (1989)
 QG0805
 QG0805                         *CURRENT SURVEY CONTROL
 QG0805  ___________________________________________________________________
 QG0805* NAD 83(1986)-  45 13 54.     (N)    069 31 16.     (W)     SCALED    
 QG0805* NAVD 88     -       178.968  (meters)     587.16   (feet)  ADJUSTED  
 QG0805  ___________________________________________________________________
 QG0805  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 QG0805  DYNAMIC HT  -         178.961 (meters)     587.14  (feet)  COMP
 QG0805  MODELED GRAV-     980,575.5   (mgal)                       NAVD 88
 QG0805
 QG0805  VERT ORDER  -  SECOND    CLASS 0
 QG0805
 QG0805.The horizontal coordinates were scaled from a topographic map and have
 QG0805.an estimated accuracy of +/- 6 seconds.
 QG0805
 QG0805.The orthometric height was determined by differential leveling
 QG0805.and adjusted by the National Geodetic Survey in June 1991..
 QG0805
 QG0805.The geoid height was determined by GEOID03.
 QG0805
 QG0805.The dynamic height is computed by dividing the NAVD 88
 QG0805.geopotential number by the normal gravity value computed on the
 QG0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0805.degrees latitude (g = 980.6199 gals.).
 QG0805
 QG0805.The modeled gravity was interpolated from observed gravity values.
 QG0805
 QG0805;                    North         East    Units  Estimated Accuracy
 QG0805;SPC ME E     -   174,390.      219,820.      MT  (+/- 180 meters Scaled)
 QG0805
 QG0805                          SUPERSEDED SURVEY CONTROL
 QG0805
 QG0805  NGVD 29 (??/??/92)  179.155  (m)          587.78   (f) ADJ UNCH    2 0
 QG0805
 QG0805.Superseded values are not recommended for survey control.
 QG0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0805.See file dsdata.txt to determine how the superseded data were derived.
 QG0805
 QG0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL590088(NAD 83)
 QG0805_MARKER: DB = BENCH MARK DISK
 QG0805_SETTING: 66 = SET IN ROCK OUTCROP
 QG0805_SP_SET: ROCK LEDGE
 QG0805_STAMPING: N 33 1935
 QG0805_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0805+STABILITY: POSITION/ELEVATION WELL
 QG0805
 QG0805  HISTORY     - Date     Condition        Report By
 QG0805  HISTORY     - 1935     MONUMENTED       CGS
 QG0805
 QG0805                          STATION DESCRIPTION
 QG0805
 QG0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QG0805'3 MI N FROM MONSON JUNCTION.
 QG0805'3.0 MILES NORTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 QG0805'THE STATION AT MONSON JUNCTION, PISCATAQUIS COUNTY, 48 YARDS
 QG0805'NORTH OF POLE 30+24, 60 YARDS SOUTH OF A CUT, OPPOSITE A CURVE,
 QG0805'20.5 FEET EAST OF THE EAST RAIL, IN THE TOP OF A SLATE ROCK
 QG0805'LEDGE, AND LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0052 ***********************************************************************
 QF0052  DESIGNATION -  N 33
 QF0052  PID         -  QF0052
 QF0052  STATE/COUNTY-  ME/WASHINGTON
 QF0052  USGS QUAD   -  MEDDYBEMPS LAKE EAST (1987)
 QF0052
 QF0052                         *CURRENT SURVEY CONTROL
 QF0052  ___________________________________________________________________
 QF0052* NAD 83(1986)-  45 07 26.     (N)    067 21 01.     (W)     SCALED    
 QF0052* NAVD 88     -        35.313  (meters)     115.86   (feet)  ADJUSTED  
 QF0052  ___________________________________________________________________
 QF0052  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 QF0052  DYNAMIC HT  -          35.313 (meters)     115.86  (feet)  COMP
 QF0052  MODELED GRAV-     980,612.3   (mgal)                       NAVD 88
 QF0052
 QF0052  VERT ORDER  -  SECOND    CLASS 0
 QF0052
 QF0052.The horizontal coordinates were scaled from a topographic map and have
 QF0052.an estimated accuracy of +/- 6 seconds.
 QF0052
 QF0052.The orthometric height was determined by differential leveling
 QF0052.and adjusted by the National Geodetic Survey in June 1991..
 QF0052
 QF0052.The geoid height was determined by GEOID03.
 QF0052
 QF0052.The dynamic height is computed by dividing the NAVD 88
 QF0052.geopotential number by the normal gravity value computed on the
 QF0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0052.degrees latitude (g = 980.6199 gals.).
 QF0052
 QF0052.The modeled gravity was interpolated from observed gravity values.
 QF0052
 QF0052;                    North         East    Units  Estimated Accuracy
 QF0052;SPC ME E     -   162,550.      390,450.      MT  (+/- 180 meters Scaled)
 QF0052
 QF0052                          SUPERSEDED SURVEY CONTROL
 QF0052
 QF0052  NGVD 29 (??/??/92)   35.520  (m)          116.54   (f) ADJ UNCH    2 0
 QF0052
 QF0052.Superseded values are not recommended for survey control.
 QF0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0052.See file dsdata.txt to determine how the superseded data were derived.
 QF0052
 QF0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK297980(NAD 83)
 QF0052_MARKER: DD = SURVEY DISK
 QF0052_SETTING: 80 = SET IN A BOULDER
 QF0052_SP_SET: BOULDER
 QF0052_STAMPING: N 33 1929
 QF0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0052+STABILITY: SURFACE MOTION
 QF0052
 QF0052  HISTORY     - Date     Condition        Report By
 QF0052  HISTORY     - 1929     MONUMENTED       USGS
 QF0052  HISTORY     - 1935     GOOD             NGS
 QF0052  HISTORY     - 1946     GOOD             NGS
 QF0052  HISTORY     - 1978     MARK NOT FOUND   NGS
 QF0052
 QF0052                          STATION DESCRIPTION
 QF0052
 QF0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QF0052'1.4 MI W FROM BARING.
 QF0052'1.4 MILES WEST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF STATE
 QF0052'HIGHWAY 191 WEST OF BARING, WASHINGTON COUNTY, AT THE JUNCTION
 QF0052'OF STATE HIGHWAY 9, 77 FEET NORTHEAST OF THE CENTER LINE OF
 QF0052'U.S. HIGHWAY 1, 54 FEET NORTHEAST OF A FENCE, AND IN THE TOP OF
 QF0052'A GRANITE BOULDER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 QF0052'DISK, STAMPED N 33 1929.
 QF0052
 QF0052                          STATION RECOVERY (1946)
 QF0052
 QF0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 QF0052'RECOVERED IN GOOD CONDITION.
 QF0052
 QF0052                          STATION RECOVERY (1978)
 QF0052
 QF0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QF0052'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0750 ***********************************************************************
 QG0750  DESIGNATION -  N 34
 QG0750  PID         -  QG0750
 QG0750  STATE/COUNTY-  ME/PISCATAQUIS
 QG0750  USGS QUAD   -  SOUTH SEBEC (1983)
 QG0750
 QG0750                         *CURRENT SURVEY CONTROL
 QG0750  ___________________________________________________________________
 QG0750* NAD 83(1986)-  45 12 30.     (N)    069 05 00.     (W)     SCALED    
 QG0750* NAVD 88     -        93.033  (meters)     305.23   (feet)  ADJUSTED  
 QG0750  ___________________________________________________________________
 QG0750  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 QG0750  DYNAMIC HT  -          93.032 (meters)     305.22  (feet)  COMP
 QG0750  MODELED GRAV-     980,600.3   (mgal)                       NAVD 88
 QG0750
 QG0750  VERT ORDER  -  SECOND    CLASS 0
 QG0750
 QG0750.The horizontal coordinates were scaled from a topographic map and have
 QG0750.an estimated accuracy of +/- 6 seconds.
 QG0750
 QG0750.The orthometric height was determined by differential leveling
 QG0750.and adjusted by the National Geodetic Survey in June 1991..
 QG0750
 QG0750.The geoid height was determined by GEOID03.
 QG0750
 QG0750.The dynamic height is computed by dividing the NAVD 88
 QG0750.geopotential number by the normal gravity value computed on the
 QG0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0750.degrees latitude (g = 980.6199 gals.).
 QG0750
 QG0750.The modeled gravity was interpolated from observed gravity values.
 QG0750
 QG0750;                    North         East    Units  Estimated Accuracy
 QG0750;SPC ME E     -   171,460.      254,180.      MT  (+/- 180 meters Scaled)
 QG0750
 QG0750                          SUPERSEDED SURVEY CONTROL
 QG0750
 QG0750  NGVD 29 (??/??/92)   93.194  (m)          305.75   (f) ADJ UNCH    2 0
 QG0750
 QG0750.Superseded values are not recommended for survey control.
 QG0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0750.See file dsdata.txt to determine how the superseded data were derived.
 QG0750
 QG0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL934060(NAD 83)
 QG0750_MARKER: DB = BENCH MARK DISK
 QG0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0750_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0750_STAMPING: N 34 1935
 QG0750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0750+STABILITY: SURFACE MOTION
 QG0750
 QG0750  HISTORY     - Date     Condition        Report By
 QG0750  HISTORY     - 1935     MONUMENTED       CGS
 QG0750  HISTORY     - 1978     MARK NOT FOUND   NGS
 QG0750
 QG0750                          STATION DESCRIPTION
 QG0750
 QG0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QG0750'AT SOUTH SEBEC.
 QG0750'AT SOUTH SEBEC, PISCATAQUIS COUNTY, 4-1/2 POLES WEST OF THE
 QG0750'BANGOR AND AROOSTOOK RAILROAD STATION, 13 FEET SOUTH OF MILEPOST
 QG0750'6, AND 24.2 FEET SOUTH OF THE SOUTH RAIL.  A STANDARD DISK,
 QG0750'STAMPED N 34 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 QG0750'6 INCHES ABOVE GROUND.
 QG0750
 QG0750                          STATION RECOVERY (1978)
 QG0750
 QG0750'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0750'MARK SEARCHED BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0276 ***********************************************************************
 QG0276  DESIGNATION -  N 35
 QG0276  PID         -  QG0276
 QG0276  STATE/COUNTY-  ME/PENOBSCOT
 QG0276  USGS QUAD   -  PASSADUMKEAG (1988)
 QG0276
 QG0276                         *CURRENT SURVEY CONTROL
 QG0276  ___________________________________________________________________
 QG0276* NAD 83(1986)-  45 07 50.     (N)    068 36 37.     (W)     SCALED    
 QG0276* NAVD 88     -        44.068  (meters)     144.58   (feet)  ADJUSTED  
 QG0276  ___________________________________________________________________
 QG0276  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 QG0276  DYNAMIC HT  -          44.067 (meters)     144.58  (feet)  COMP
 QG0276  MODELED GRAV-     980,611.8   (mgal)                       NAVD 88
 QG0276
 QG0276  VERT ORDER  -  SECOND    CLASS 0
 QG0276
 QG0276.The horizontal coordinates were scaled from a topographic map and have
 QG0276.an estimated accuracy of +/- 6 seconds.
 QG0276
 QG0276.The orthometric height was determined by differential leveling
 QG0276.and adjusted by the National Geodetic Survey in June 1991..
 QG0276
 QG0276.The geoid height was determined by GEOID03.
 QG0276
 QG0276.The dynamic height is computed by dividing the NAVD 88
 QG0276.geopotential number by the normal gravity value computed on the
 QG0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0276.degrees latitude (g = 980.6199 gals.).
 QG0276
 QG0276.The modeled gravity was interpolated from observed gravity values.
 QG0276
 QG0276;                    North         East    Units  Estimated Accuracy
 QG0276;SPC ME E     -   162,660.      291,330.      MT  (+/- 180 meters Scaled)
 QG0276
 QG0276                          SUPERSEDED SURVEY CONTROL
 QG0276
 QG0276  NGVD 29 (??/??/92)   44.274  (m)          145.26   (f) ADJ UNCH    2 0
 QG0276
 QG0276.Superseded values are not recommended for survey control.
 QG0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0276.See file dsdata.txt to determine how the superseded data were derived.
 QG0276
 QG0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK306975(NAD 83)
 QG0276_MARKER: DB = BENCH MARK DISK
 QG0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0276_STAMPING: N 35 1935
 QG0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0276+STABILITY: SURFACE MOTION
 QG0276
 QG0276  HISTORY     - Date     Condition        Report By
 QG0276  HISTORY     - 1935     MONUMENTED       CGS
 QG0276  HISTORY     - 1960     GOOD             USGS
 QG0276
 QG0276                          STATION DESCRIPTION
 QG0276
 QG0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QG0276'0.3 MI N FROM OLAMON.
 QG0276'0.3 MILE NORTH ALONG THE MAINE CENTRAL RAILROAD FROM THE
 QG0276'STATION AT OLAMON, PENOBSCOT COUNTY, ABOUT 120 YARDS SOUTH
 QG0276'OF THE CENTER OF THE CROSSING OF U.S. HIGHWAY 2, 32.6 FEET
 QG0276'NORTH OF A POLE, 21 FEET EAST OF THE EAST RAIL, AND IN LINE WITH
 QG0276'A ROW OF POLES.  A STANDARD DISK, STAMPED N 35 1935 AND SET
 QG0276'IN THE TOP OF A CONCRETE POST, PROJECTING ABOUT 6 INCHES ABOVE
 QG0276'GROUND.
 QG0276
 QG0276                          STATION RECOVERY (1960)
 QG0276
 QG0276'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 QG0276'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0064 ***********************************************************************
 RF0064  DESIGNATION -  N 36
 RF0064  PID         -  RF0064
 RF0064  STATE/COUNTY-  ME/AROOSTOOK
 RF0064  USGS QUAD   -  MAPLETON (1984)
 RF0064
 RF0064                         *CURRENT SURVEY CONTROL
 RF0064  ___________________________________________________________________
 RF0064* NAD 83(1986)-  46 38 29.     (N)    068 11 02.     (W)     SCALED    
 RF0064* NAVD 88     -       175.922  (meters)     577.17   (feet)  ADJUSTED  
 RF0064  ___________________________________________________________________
 RF0064  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 RF0064  DYNAMIC HT  -         175.938 (meters)     577.22  (feet)  COMP
 RF0064  MODELED GRAV-     980,700.9   (mgal)                       NAVD 88
 RF0064
 RF0064  VERT ORDER  -  SECOND    CLASS 0
 RF0064
 RF0064.The horizontal coordinates were scaled from a topographic map and have
 RF0064.an estimated accuracy of +/- 6 seconds.
 RF0064
 RF0064.The orthometric height was determined by differential leveling
 RF0064.and adjusted by the National Geodetic Survey in June 1991..
 RF0064
 RF0064.The geoid height was determined by GEOID03.
 RF0064
 RF0064.The dynamic height is computed by dividing the NAVD 88
 RF0064.geopotential number by the normal gravity value computed on the
 RF0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0064.degrees latitude (g = 980.6199 gals.).
 RF0064
 RF0064.The modeled gravity was interpolated from observed gravity values.
 RF0064
 RF0064;                    North         East    Units  Estimated Accuracy
 RF0064;SPC ME E     -   330,610.      324,200.      MT  (+/- 180 meters Scaled)
 RF0064
 RF0064                          SUPERSEDED SURVEY CONTROL
 RF0064
 RF0064  NGVD 29 (??/??/92)  176.10   (m)          577.8    (f) COMPUTED    2 0
 RF0064
 RF0064.Superseded values are not recommended for survey control.
 RF0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0064.See file dsdata.txt to determine how the superseded data were derived.
 RF0064
 RF0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM624656(NAD 83)
 RF0064_MARKER: DB = BENCH MARK DISK
 RF0064_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RF0064_SP_SET: CULVERT
 RF0064_STAMPING: N 36 1935
 RF0064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RF0064
 RF0064  HISTORY     - Date     Condition        Report By
 RF0064  HISTORY     - 1935     MONUMENTED       CGS
 RF0064  HISTORY     - 1953     SEE DESCRIPTION  BARR
 RF0064
 RF0064                          STATION DESCRIPTION
 RF0064
 RF0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RF0064'3.9 MI SW FROM MAPLETON.
 RF0064'ALONG B. AND A. RAILROAD.  3.9 MILES SOUTHWEST OF THE R.R. STATION,
 RF0064'96 YDS. EAST OF MILE POST W-14, STANDARD TABLET SET IN TOP OF
 RF0064'SOUTHEAST HEADWALL OF A 3 OPENING (8 FT X 4 FT EACH) BOX CULVERT
 RF0064'NO. W-14.06 UNDER TRACK, 6 FT. SOUTHEAST OF SOUTHEAST RAIL.  IN
 RF0064'CENTER OF WALL 2 FT. FROM SOUTHWEST END.
 RF0064
 RF0064                          STATION RECOVERY (1953)
 RF0064
 RF0064'RECOVERY NOTE BY BANGOR AND AROOSTOOK RAILROAD 1953
 RF0064'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0065 ***********************************************************************
 RF0065  DESIGNATION -  N 36 RESET 1953
 RF0065  PID         -  RF0065
 RF0065  STATE/COUNTY-  ME/AROOSTOOK
 RF0065  USGS QUAD   -  MAPLETON (1984)
 RF0065
 RF0065                         *CURRENT SURVEY CONTROL
 RF0065  ___________________________________________________________________
 RF0065* NAD 83(1986)-  46 38 29.     (N)    068 11 02.     (W)     SCALED    
 RF0065* NAVD 88     -       176.12   (meters)     577.8    (feet)  RESET     
 RF0065  ___________________________________________________________________
 RF0065  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 RF0065
 RF0065  VERT ORDER  -  THIRD
 RF0065
 RF0065.The horizontal coordinates were scaled from a topographic map and have
 RF0065.an estimated accuracy of +/- 6 seconds.
 RF0065
 RF0065.The orthometric height was computed from unverified reset data.
 RF0065
 RF0065.The geoid height was determined by GEOID03.
 RF0065
 RF0065;                    North         East    Units  Estimated Accuracy
 RF0065;SPC ME E     -   330,610.      324,200.      MT  (+/- 180 meters Scaled)
 RF0065
 RF0065                          SUPERSEDED SURVEY CONTROL
 RF0065
 RF0065  NGVD 29 (??/??/??)  176.30   (m)          578.4    (f) RESET       3  
 RF0065
 RF0065.Superseded values are not recommended for survey control.
 RF0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0065.See file dsdata.txt to determine how the superseded data were derived.
 RF0065
 RF0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM624656(NAD 83)
 RF0065_MARKER: DB = BENCH MARK DISK
 RF0065_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RF0065_SP_SET: CULVERT
 RF0065_STAMPING: N 36 RESET 1953
 RF0065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RF0065
 RF0065  HISTORY     - Date     Condition        Report By
 RF0065  HISTORY     - 1953     MONUMENTED       BARR
 RF0065
 RF0065                          STATION DESCRIPTION
 RF0065
 RF0065'DESCRIBED BY BANGOR AND AROOSTOOK RAILROAD 1953
 RF0065'3.9 MI SW FROM MAPLETON.
 RF0065'3.9 MILES SOUTHWEST ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 RF0065'THE STATION AT MAPLETON, AROOSTOOK COUNTY, 96 YARDS EAST OF MILEPOST
 RF0065'14, AT TRIPLE 4- BY 8-FOOT BOX CULVERT W 14.06, 4 FEET SOUTHEAST
 RF0065'OF THE SOUTHEAST RAIL, IN THE TOP OF THE SOUTHEAST HEAD WALL,
 RF0065'AND 2 FEET FROM SOUTHWEST END.  A STANDARD DISK, STAMPED N 36 RESET
 RF0065'1953.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0803 ***********************************************************************
 PE0803  DESIGNATION -  N 37
 PE0803  PID         -  PE0803
 PE0803  STATE/COUNTY-  ME/WALDO
 PE0803  USGS QUAD   -  BROOKS EAST (1982)
 PE0803
 PE0803                         *CURRENT SURVEY CONTROL
 PE0803  ___________________________________________________________________
 PE0803* NAD 83(1986)-  44 33 24.     (N)    069 06 04.     (W)     SCALED    
 PE0803* NAVD 88     -       113.391  (meters)     372.02   (feet)  ADJUSTED  
 PE0803  ___________________________________________________________________
 PE0803  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 PE0803  DYNAMIC HT  -         113.383 (meters)     371.99  (feet)  COMP
 PE0803  MODELED GRAV-     980,545.4   (mgal)                       NAVD 88
 PE0803
 PE0803  VERT ORDER  -  SECOND    CLASS 0
 PE0803
 PE0803.The horizontal coordinates were scaled from a topographic map and have
 PE0803.an estimated accuracy of +/- 6 seconds.
 PE0803
 PE0803.The orthometric height was determined by differential leveling
 PE0803.and adjusted by the National Geodetic Survey in June 1991..
 PE0803
 PE0803.The geoid height was determined by GEOID03.
 PE0803
 PE0803.The dynamic height is computed by dividing the NAVD 88
 PE0803.geopotential number by the normal gravity value computed on the
 PE0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0803.degrees latitude (g = 980.6199 gals.).
 PE0803
 PE0803.The modeled gravity was interpolated from observed gravity values.
 PE0803
 PE0803;                    North         East    Units  Estimated Accuracy
 PE0803;SPC ME E     -    99,060.      252,250.      MT  (+/- 180 meters Scaled)
 PE0803
 PE0803                          SUPERSEDED SURVEY CONTROL
 PE0803
 PE0803  NGVD 29 (??/??/92)  113.596  (m)          372.69   (f) ADJ UNCH    2 0
 PE0803
 PE0803.Superseded values are not recommended for survey control.
 PE0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0803.See file dsdata.txt to determine how the superseded data were derived.
 PE0803
 PE0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK919337(NAD 83)
 PE0803_MARKER: DB = BENCH MARK DISK
 PE0803_SETTING: 80 = SET IN A BOULDER
 PE0803_SP_SET: BOULDER
 PE0803_STAMPING: N 37 1935
 PE0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0803+STABILITY: SURFACE MOTION
 PE0803
 PE0803  HISTORY     - Date     Condition        Report By
 PE0803  HISTORY     - 1935     MONUMENTED       CGS
 PE0803
 PE0803                          STATION DESCRIPTION
 PE0803
 PE0803'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE0803'1 MI E FROM BROOKS.
 PE0803'1.0 MILE EAST ALONG THE BELFAST AND MOOSEHEAD LAKE RAILROAD FROM
 PE0803'THE STATION AT BROOKS, WALDO COUNTY, ABOUT 75 YARDS WEST OF
 PE0803'MILEPOST B 11, ABOUT 302 YARDS NORTHWEST OF THE CENTER OF A
 PE0803'COUNTY-ROAD CROSSING, 50 FEET EAST OF A WHISTLE POST, AT THE WEST
 PE0803'END OF A ROCK CUT, 9.9 FEET NORTH OF THE NORTH RAIL, IN THE TOP
 PE0803'OF A LARGE BOULDER, AND ABOUT 2 FEET HIGHER THAN THE TRACK.  A
 PE0803'STANDARD DISK, STAMPED N 37 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0151 ***********************************************************************
 PE0151  DESIGNATION -  N 38
 PE0151  PID         -  PE0151
 PE0151  STATE/COUNTY-  ME/PENOBSCOT
 PE0151  USGS QUAD   -  HOPKINS POND (1988)
 PE0151
 PE0151                         *CURRENT SURVEY CONTROL
 PE0151  ___________________________________________________________________
 PE0151* NAD 83(1986)-  44 49 19.     (N)    068 28 16.     (W)     SCALED    
 PE0151* NAVD 88     -       140.250  (meters)     460.14   (feet)  ADJUSTED  
 PE0151  ___________________________________________________________________
 PE0151  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 PE0151  DYNAMIC HT  -         140.242 (meters)     460.11  (feet)  COMP
 PE0151  MODELED GRAV-     980,555.5   (mgal)                       NAVD 88
 PE0151
 PE0151  VERT ORDER  -  SECOND    CLASS 0
 PE0151
 PE0151.The horizontal coordinates were scaled from a topographic map and have
 PE0151.an estimated accuracy of +/- 6 seconds.
 PE0151
 PE0151.The orthometric height was determined by differential leveling
 PE0151.and adjusted by the National Geodetic Survey in June 1991..
 PE0151
 PE0151.The geoid height was determined by GEOID03.
 PE0151
 PE0151.The dynamic height is computed by dividing the NAVD 88
 PE0151.geopotential number by the normal gravity value computed on the
 PE0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0151.degrees latitude (g = 980.6199 gals.).
 PE0151
 PE0151.The modeled gravity was interpolated from observed gravity values.
 PE0151
 PE0151;                    North         East    Units  Estimated Accuracy
 PE0151;SPC ME E     -   128,360.      302,290.      MT  (+/- 180 meters Scaled)
 PE0151
 PE0151                          SUPERSEDED SURVEY CONTROL
 PE0151
 PE0151  NGVD 29 (??/??/92)  140.446  (m)          460.78   (f) ADJ UNCH    2 0
 PE0151
 PE0151.Superseded values are not recommended for survey control.
 PE0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0151.See file dsdata.txt to determine how the superseded data were derived.
 PE0151
 PE0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK418633(NAD 83)
 PE0151_MARKER: DB = BENCH MARK DISK
 PE0151_SETTING: 80 = SET IN A BOULDER
 PE0151_SP_SET: BOULDER
 PE0151_STAMPING: N 38 1935
 PE0151_MARK LOGO: CGS   
 PE0151_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0151+STABILITY: SURFACE MOTION
 PE0151
 PE0151  HISTORY     - Date     Condition        Report By
 PE0151  HISTORY     - 1935     MONUMENTED       CGS
 PE0151  HISTORY     - 1953     GOOD             NGS
 PE0151  HISTORY     - 19900522 GOOD             MEDT
 PE0151
 PE0151                          STATION DESCRIPTION
 PE0151
 PE0151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 PE0151'4.1 MI E FROM CLIFTON.
 PE0151'IN HANCOCK COUNTY, 4.1 MILES EAST ALONG STATE HIGHWAY 9 FROM
 PE0151'THE JUNCTION OF STATE HIGHWAY 180 AT CLIFTON, PENOBSCOT COUNTY,
 PE0151'6.6 MILES WEST OF THE JUNCTION OF STATE HIGHWAY 181 AT AMHERST,
 PE0151'HANCOCK COUNTY, 0.8 MILE NORTHWEST OF THE PENOBSCOT-HANCOCK
 PE0151'COUNTY LINE, 0.2 MILE EAST OF A SMALL COTTAGE, 140 YARDS EAST OF
 PE0151'A GUARDRAIL ALONG A SHORT FILL, 155 FEET EAST-SOUTHEAST ACROSS
 PE0151'THE HIGHWAY FROM POWER-TRANSMISSION LINE POLE 385, ON THE WEST
 PE0151'SLOPE OF A LONG HILL, 41 FEET SOUTH OF THE CENTER LINE OF THE
 PE0151'HIGHWAY, 62 FEET SOUTH-SOUTHEAST ACROSS THE HIGHWAY FROM THE EAST
 PE0151'END OF A 12-INCH PIPE CULVERT UNDER A WOODS ROAD LEADING NORTH, 37
 PE0151'FEET EAST-NORTHEAST OF A TRIANGULAR-BLAZED 8-INCH BALSAM TREE,
 PE0151'IN THE TOP OF A SLANTING 15- BY 10-FOOT BOULDER PROJECTING 4
 PE0151'FEET ON ITS EAST SIDE, 3 FEET SOUTH OF THE NORTHEAST CORNER OF THE
 PE0151'BOULDER, 1 FOOT WEST OF THE EAST EDGE, AND ABOUT 5 FEET ABOVE
 PE0151'THE LEVEL OF THE HIGHWAY.  A STANDARD DISK, STAMPED N 38 1935.
 PE0151
 PE0151                          STATION RECOVERY (1990)
 PE0151
 PE0151'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1990
 PE0151'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2627 ***********************************************************************
 PE2627  DESIGNATION -  N 38 RESET
 PE2627  PID         -  PE2627
 PE2627  STATE/COUNTY-  ME/PENOBSCOT
 PE2627  USGS QUAD   -  HOPKINS POND (1988)
 PE2627
 PE2627                         *CURRENT SURVEY CONTROL
 PE2627  ___________________________________________________________________
 PE2627* NAD 83(1986)-  44 49 19.     (N)    068 28 16.     (W)     SCALED    
 PE2627* NAVD 88     -       140.26   (meters)     460.2    (feet)  RESET     
 PE2627  ___________________________________________________________________
 PE2627  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 PE2627
 PE2627  VERT ORDER  -  THIRD
 PE2627
 PE2627.The horizontal coordinates were scaled from a topographic map and have
 PE2627.an estimated accuracy of +/- 6 seconds.
 PE2627
 PE2627.The orthometric height was computed from unverified reset data.
 PE2627.No vertical observational check was made to the station.
 PE2627
 PE2627.The geoid height was determined by GEOID03.
 PE2627
 PE2627;                    North         East    Units  Estimated Accuracy
 PE2627;SPC ME E     -   128,360.      302,290.      MT  (+/- 180 meters Scaled)
 PE2627
 PE2627                          SUPERSEDED SURVEY CONTROL
 PE2627
 PE2627  NGVD 29 (01/19/06)  140.45   (m)          460.8    (f) RESET       3  
 PE2627
 PE2627.Superseded values are not recommended for survey control.
 PE2627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2627.See file dsdata.txt to determine how the superseded data were derived.
 PE2627
 PE2627_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK418633(NAD 83)
 PE2627_MARKER: DV = VERTICAL CONTROL DISK
 PE2627_SETTING: 80 = SET IN A BOULDER
 PE2627_SP_SET: BOULDER
 PE2627_STAMPING: N 38 RESET 1990
 PE2627_MARK LOGO: NGS   
 PE2627_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE2627+STABILITY: SURFACE MOTION
 PE2627
 PE2627  HISTORY     - Date     Condition        Report By
 PE2627  HISTORY     - 1990     MONUMENTED       MEDT
 PE2627
 PE2627                          STATION DESCRIPTION
 PE2627
 PE2627'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1990
 PE2627'IN CLIFTON, 6.6 MILES (10.6 KM) WEST ALONG ROUTE 9 OF THE JUNCTION OF
 PE2627'STATE ROUTE 181, 4.1 MILES (6.6 KM) EAST OF THE JUNCTION OF STATE
 PE2627'ROUTE 180, IN LARGE BOULDER, 89 FEET (27.1 M) RIGHT (SOUTH) OF
 PE2627'CENTERLINE STATION 702+88 OF ROUTE 9, 9.1 FEET (2.8 M) NORTHWEST OF A
 PE2627'12 INCH OAK TREE, 3.5 FEET (1.1 M) NORTH OF A FIBERGLASS WITNESS
 PE2627'POST, AND 15.5 FEET (4.7 M) SOUTHEAST OF A 14 INCH RED PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0180 ***********************************************************************
 PE0180  DESIGNATION -  N 39
 PE0180  PID         -  PE0180
 PE0180  STATE/COUNTY-  ME/WASHINGTON
 PE0180  USGS QUAD   -  LEAD MOUNTAIN (1987)
 PE0180
 PE0180                         *CURRENT SURVEY CONTROL
 PE0180  ___________________________________________________________________
 PE0180* NAD 83(1986)-  44 52 10.     (N)    068 01 03.     (W)     SCALED    
 PE0180* NAVD 88     -       218.294  (meters)     716.19   (feet)  ADJUSTED  
 PE0180  ___________________________________________________________________
 PE0180  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 PE0180  DYNAMIC HT  -         218.279 (meters)     716.14  (feet)  COMP
 PE0180  MODELED GRAV-     980,544.5   (mgal)                       NAVD 88
 PE0180
 PE0180  VERT ORDER  -  SECOND    CLASS 0
 PE0180
 PE0180.The horizontal coordinates were scaled from a topographic map and have
 PE0180.an estimated accuracy of +/- 6 seconds.
 PE0180
 PE0180.The orthometric height was determined by differential leveling
 PE0180.and adjusted by the National Geodetic Survey in June 1991..
 PE0180
 PE0180.The geoid height was determined by GEOID03.
 PE0180
 PE0180.The dynamic height is computed by dividing the NAVD 88
 PE0180.geopotential number by the normal gravity value computed on the
 PE0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0180.degrees latitude (g = 980.6199 gals.).
 PE0180
 PE0180.The modeled gravity was interpolated from observed gravity values.
 PE0180
 PE0180;                    North         East    Units  Estimated Accuracy
 PE0180;SPC ME E     -   133,750.      338,130.      MT  (+/- 180 meters Scaled)
 PE0180
 PE0180                          SUPERSEDED SURVEY CONTROL
 PE0180
 PE0180  NGVD 29 (??/??/92)  218.480  (m)          716.80   (f) ADJ UNCH    2 0
 PE0180
 PE0180.Superseded values are not recommended for survey control.
 PE0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0180.See file dsdata.txt to determine how the superseded data were derived.
 PE0180
 PE0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK776689(NAD 83)
 PE0180_MARKER: DB = BENCH MARK DISK
 PE0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0180_STAMPING: N 39 1935
 PE0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0180+STABILITY: SURFACE MOTION
 PE0180
 PE0180  HISTORY     - Date     Condition        Report By
 PE0180  HISTORY     - 1935     MONUMENTED       CGS
 PE0180
 PE0180                          STATION DESCRIPTION
 PE0180
 PE0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE0180'2.7 MI NE FROM BEDDINGTON.
 PE0180'2.7 MILES NORTHEAST ALONG STATE HIGHWAY 9 FROM THE POST OFFICE AT
 PE0180'BEDDINGTON, WASHINGTON COUNTY, ON A LONG GRADE, AT THE WEST END
 PE0180'OF A SHORT STRAIGHT STRETCH OF HIGHWAY, 39 FEET SOUTHWEST OF THE
 PE0180'SOUTH END OF A 16-INCH CORRUGATED-IRON CULVERT, AND 27 FEET
 PE0180'SOUTH OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 PE0180'N 39 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 PE0180'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0132 ***********************************************************************
 PE0132  DESIGNATION -  N 4
 PE0132  PID         -  PE0132
 PE0132  STATE/COUNTY-  ME/HANCOCK
 PE0132  USGS QUAD   -  AMHERST (1988)
 PE0132
 PE0132                         *CURRENT SURVEY CONTROL
 PE0132  ___________________________________________________________________
 PE0132* NAD 83(1986)-  44 50 07.     (N)    068 19 15.     (W)     SCALED    
 PE0132* NAVD 88     -       114.652  (meters)     376.15   (feet)  ADJUSTED  
 PE0132  ___________________________________________________________________
 PE0132  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 PE0132  DYNAMIC HT  -         114.646 (meters)     376.13  (feet)  COMP
 PE0132  MODELED GRAV-     980,563.4   (mgal)                       NAVD 88
 PE0132
 PE0132  VERT ORDER  -  SECOND    CLASS 0
 PE0132
 PE0132.The horizontal coordinates were scaled from a topographic map and have
 PE0132.an estimated accuracy of +/- 6 seconds.
 PE0132
 PE0132.The orthometric height was determined by differential leveling
 PE0132.and adjusted by the National Geodetic Survey in June 1991..
 PE0132
 PE0132.The geoid height was determined by GEOID03.
 PE0132
 PE0132.The dynamic height is computed by dividing the NAVD 88
 PE0132.geopotential number by the normal gravity value computed on the
 PE0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0132.degrees latitude (g = 980.6199 gals.).
 PE0132
 PE0132.The modeled gravity was interpolated from observed gravity values.
 PE0132
 PE0132;                    North         East    Units  Estimated Accuracy
 PE0132;SPC ME E     -   129,860.      314,170.      MT  (+/- 180 meters Scaled)
 PE0132
 PE0132                          SUPERSEDED SURVEY CONTROL
 PE0132
 PE0132  NGVD 29 (??/??/92)  114.846  (m)          376.79   (f) ADJ UNCH    2 0
 PE0132
 PE0132.Superseded values are not recommended for survey control.
 PE0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0132.See file dsdata.txt to determine how the superseded data were derived.
 PE0132
 PE0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK536648(NAD 83)
 PE0132_MARKER: DD = SURVEY DISK
 PE0132_SETTING: 80 = SET IN A BOULDER
 PE0132_SP_SET: BOULDER
 PE0132_STAMPING: N 4 1928 ME
 PE0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0132+STABILITY: SURFACE MOTION
 PE0132
 PE0132  HISTORY     - Date     Condition        Report By
 PE0132  HISTORY     - 1928     MONUMENTED       USGS
 PE0132  HISTORY     - 1953     GOOD             NGS
 PE0132
 PE0132                          STATION DESCRIPTION
 PE0132
 PE0132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 PE0132'1.2 MI S FROM AURORA.
 PE0132'1.15 MILES SOUTH ALONG STATE HIGHWAY 179 FROM THE JUNCTION OF
 PE0132'STATE HIGHWAY 9 AT AURORA, AT THE JUNCTION OF A GRAVEL ROAD
 PE0132'SOUTHEAST, 26 FEET WEST OF CENTER LINE OF HIGHWAY, 4 FEET
 PE0132'SOUTHWEST OF EXTENDED CENTER LINE OF ROAD SOUTHEAST, 72 FEET
 PE0132'WEST-NORTHWEST AND ACROSS HIGHWAY FROM POWER POLE 5/14, IN THE
 PE0132'TOP OF THE NORTH AND LOWER EDGE OF A 9 BY 6-FOOT POINTED BOULDER
 PE0132'PROJECTING ABOUT 3 FEET AT ITS HIGHEST POINT, 3 1/2 FEET NORTH
 PE0132'OF HIGH POINT OF BOULDER, 3 INCHES ABOVE GROUND, 6 FEET SOUTH OF
 PE0132'NORTH EDGE OF BOULDER AND ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0418 ***********************************************************************
 PD0418  DESIGNATION -  N 40
 PD0418  PID         -  PD0418
 PD0418  STATE/COUNTY-  ME/WASHINGTON
 PD0418  USGS QUAD   -  WESLEY (1990)
 PD0418
 PD0418                         *CURRENT SURVEY CONTROL
 PD0418  ___________________________________________________________________
 PD0418* NAD 83(1986)-  44 59 37.     (N)    067 37 48.     (W)     SCALED    
 PD0418* NAVD 88     -        31.090  (meters)     102.00   (feet)  ADJUSTED  
 PD0418  ___________________________________________________________________
 PD0418  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 PD0418  DYNAMIC HT  -          31.088 (meters)     101.99  (feet)  COMP
 PD0418  MODELED GRAV-     980,571.8   (mgal)                       NAVD 88
 PD0418
 PD0418  VERT ORDER  -  SECOND    CLASS 0
 PD0418
 PD0418.The horizontal coordinates were scaled from a topographic map and have
 PD0418.an estimated accuracy of +/- 6 seconds.
 PD0418
 PD0418.The orthometric height was determined by differential leveling
 PD0418.and adjusted by the National Geodetic Survey in June 1991..
 PD0418
 PD0418.The geoid height was determined by GEOID03.
 PD0418
 PD0418.The dynamic height is computed by dividing the NAVD 88
 PD0418.geopotential number by the normal gravity value computed on the
 PD0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0418.degrees latitude (g = 980.6199 gals.).
 PD0418
 PD0418.The modeled gravity was interpolated from observed gravity values.
 PD0418
 PD0418;                    North         East    Units  Estimated Accuracy
 PD0418;SPC ME E     -   147,800.      368,600.      MT  (+/- 180 meters Scaled)
 PD0418
 PD0418                          SUPERSEDED SURVEY CONTROL
 PD0418
 PD0418  NGVD 29 (??/??/92)   31.280  (m)          102.62   (f) ADJ UNCH    2 0
 PD0418
 PD0418.Superseded values are not recommended for survey control.
 PD0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0418.See file dsdata.txt to determine how the superseded data were derived.
 PD0418
 PD0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK079831(NAD 83)
 PD0418_MARKER: DB = BENCH MARK DISK
 PD0418_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PD0418_SP_SET: CULVERT
 PD0418_STAMPING: N 40 1935
 PD0418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PD0418
 PD0418  HISTORY     - Date     Condition        Report By
 PD0418  HISTORY     - 1935     MONUMENTED       CGS
 PD0418  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 PD0418
 PD0418                          STATION DESCRIPTION
 PD0418
 PD0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PD0418'3.1 MI E FROM WESLEY.
 PD0418'3.1 MILES EAST ALONG STATE HIGHWAY 9 FROM THE JUNCTION OF STATE
 PD0418'HIGHWAY 192 AT WESLEY, WASHINGTON COUNTY, 0.4 MILE EAST OF THE
 PD0418'WESLEY TOWN LINE, AT AN 8-FOOT CULVERT OVER A CREEK, AND IN THE
 PD0418'TOP OF THE EAST END OF THE SOUTH CONCRETE HEADWALL.  A STANDARD
 PD0418'DISK, STAMPED N 40 1935.
 PD0418
 PD0418                          STATION RECOVERY (1986)
 PD0418
 PD0418'RECOVERY NOTE BY US POWER SQUADRON 1986 (LEP)
 PD0418'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0065 ***********************************************************************
 QF0065  DESIGNATION -  N 41
 QF0065  PID         -  QF0065
 QF0065  STATE/COUNTY-  ME/WASHINGTON
 QF0065  USGS QUAD   -  MEDDYBEMPS LAKE EAST (1987)
 QF0065
 QF0065                         *CURRENT SURVEY CONTROL
 QF0065  ___________________________________________________________________
 QF0065* NAD 83(1986)-  45 05 02.     (N)    067 20 06.     (W)     SCALED    
 QF0065* NAVD 88     -        70.119  (meters)     230.05   (feet)  ADJUSTED  
 QF0065  ___________________________________________________________________
 QF0065  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 QF0065  DYNAMIC HT  -          70.119 (meters)     230.05  (feet)  COMP
 QF0065  MODELED GRAV-     980,605.5   (mgal)                       NAVD 88
 QF0065
 QF0065  VERT ORDER  -  SECOND    CLASS 0
 QF0065
 QF0065.The horizontal coordinates were scaled from a topographic map and have
 QF0065.an estimated accuracy of +/- 6 seconds.
 QF0065
 QF0065.The orthometric height was determined by differential leveling
 QF0065.and adjusted by the National Geodetic Survey in June 1991..
 QF0065
 QF0065.The geoid height was determined by GEOID03.
 QF0065
 QF0065.The dynamic height is computed by dividing the NAVD 88
 QF0065.geopotential number by the normal gravity value computed on the
 QF0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0065.degrees latitude (g = 980.6199 gals.).
 QF0065
 QF0065.The modeled gravity was interpolated from observed gravity values.
 QF0065
 QF0065;                    North         East    Units  Estimated Accuracy
 QF0065;SPC ME E     -   158,130.      391,710.      MT  (+/- 180 meters Scaled)
 QF0065
 QF0065                          SUPERSEDED SURVEY CONTROL
 QF0065
 QF0065  NGVD 29 (??/??/92)   70.326  (m)          230.73   (f) ADJ UNCH    2 0
 QF0065
 QF0065.Superseded values are not recommended for survey control.
 QF0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0065.See file dsdata.txt to determine how the superseded data were derived.
 QF0065
 QF0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK310936(NAD 83)
 QF0065_MARKER: DB = BENCH MARK DISK
 QF0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QF0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QF0065_STAMPING: N 41 1935
 QF0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0065+STABILITY: SURFACE MOTION
 QF0065
 QF0065  HISTORY     - Date     Condition        Report By
 QF0065  HISTORY     - 1935     MONUMENTED       CGS
 QF0065
 QF0065                          STATION DESCRIPTION
 QF0065
 QF0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QF0065'2.9 MI S FROM BARING.
 QF0065'2.9 MILES SOUTH ALONG STATE HIGHWAY 191 FROM THE JUNCTION OF
 QF0065'U.S. HIGHWAY 1 WEST OF BARING, WASHINGTON COUNTY, 125 YARDS
 QF0065'SOUTHWEST OF A 15-INCH PIPE CULVERT, ON THE SIDE OF A HILL, 35
 QF0065'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND NEAR A
 QF0065'POLE.  A STANDARD DISK, STAMPED N 41 1935 AND SET IN THE TOP OF
 QF0065'A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0170 ***********************************************************************
 PF0170  DESIGNATION -  N 4=486 USGS
 PF0170  PID         -  PF0170
 PF0170  STATE/COUNTY-  ME/OXFORD
 PF0170  USGS QUAD   -  WEST PARIS (1967)
 PF0170
 PF0170                         *CURRENT SURVEY CONTROL
 PF0170  ___________________________________________________________________
 PF0170* NAD 83(1986)-  44 19 24.     (N)    070 34 28.     (W)     SCALED    
 PF0170* NAVD 88     -       147.974  (meters)     485.48   (feet)  ADJUSTED  
 PF0170  ___________________________________________________________________
 PF0170  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 PF0170  DYNAMIC HT  -         147.955 (meters)     485.42  (feet)  COMP
 PF0170  MODELED GRAV-     980,483.8   (mgal)                       NAVD 88
 PF0170
 PF0170  VERT ORDER  -  FIRST     CLASS II
 PF0170
 PF0170.The horizontal coordinates were scaled from a topographic map and have
 PF0170.an estimated accuracy of +/- 6 seconds.
 PF0170
 PF0170.The orthometric height was determined by differential leveling
 PF0170.and adjusted by the National Geodetic Survey in June 1991..
 PF0170
 PF0170.The geoid height was determined by GEOID03.
 PF0170
 PF0170.The dynamic height is computed by dividing the NAVD 88
 PF0170.geopotential number by the normal gravity value computed on the
 PF0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0170.degrees latitude (g = 980.6199 gals.).
 PF0170
 PF0170.The modeled gravity was interpolated from observed gravity values.
 PF0170
 PF0170;                    North         East    Units  Estimated Accuracy
 PF0170;SPC ME W     -   165,620.      867,470.      MT  (+/- 180 meters Scaled)
 PF0170
 PF0170                          SUPERSEDED SURVEY CONTROL
 PF0170
 PF0170  NGVD 29 (??/??/92)  148.148  (m)          486.05   (f) ADJ UNCH    1 2
 PF0170
 PF0170.Superseded values are not recommended for survey control.
 PF0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0170.See file dsdata.txt to determine how the superseded data were derived.
 PF0170
 PF0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK744089(NAD 83)
 PF0170_MARKER: DD = SURVEY DISK
 PF0170_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PF0170_SP_SET: ABUTMENT
 PF0170_STAMPING: 486
 PF0170_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0170
 PF0170  HISTORY     - Date     Condition        Report By
 PF0170  HISTORY     - UNK      MONUMENTED       USGS
 PF0170  HISTORY     - 1934     GOOD             NGS
 PF0170  HISTORY     - 1978     GOOD             NGS
 PF0170
 PF0170                          STATION DESCRIPTION
 PF0170
 PF0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PF0170'AT BATES.
 PF0170'AT BATES, (POST OFFICE WEST PARIS), OXFORD COUNTY, 300 FEET
 PF0170'EAST OF THE STATION, ON THE GRAND TRUNK RAILWAY, AT THE BRIDGE
 PF0170'OVER LITTLE ANDROSCOGGIN RIVER, IN THE TOP OF THE NORTH END OF
 PF0170'THE CAPSTONE OF THE WEST ABUTMENT, AND 8 FEET NORTH OF THE
 PF0170'NORTH RAIL.
 PF0170
 PF0170                          STATION RECOVERY (1978)
 PF0170
 PF0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PF0170'AT WEST PARIS, IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST
 PF0170'ABUTMENT OF THE CANADIAN NATIONAL RAILROAD BRIDGE OVER THE LITTLE
 PF0170'ANDROSCOGGIN RIVER, 101 FT. SOUTHEAST OF THE CENTER LINE OF THE
 PF0170'MAIN STREET CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1248 ***********************************************************************
 PE1248  DESIGNATION -  N 45
 PE1248  PID         -  PE1248
 PE1248  STATE/COUNTY-  ME/KENNEBEC
 PE1248  USGS QUAD   -  WEEKS MILLS (1982)
 PE1248
 PE1248                         *CURRENT SURVEY CONTROL
 PE1248  ___________________________________________________________________
 PE1248* NAD 83(1986)-  44 16 27.     (N)    069 33 15.     (W)     SCALED    
 PE1248* NAVD 88     -        54.488  (meters)     178.77   (feet)  ADJUSTED  
 PE1248  ___________________________________________________________________
 PE1248  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 PE1248  DYNAMIC HT  -          54.482 (meters)     178.75  (feet)  COMP
 PE1248  MODELED GRAV-     980,525.2   (mgal)                       NAVD 88
 PE1248
 PE1248  VERT ORDER  -  SECOND    CLASS 0
 PE1248
 PE1248.The horizontal coordinates were scaled from a topographic map and have
 PE1248.an estimated accuracy of +/- 6 seconds.
 PE1248
 PE1248.The orthometric height was determined by differential leveling
 PE1248.and adjusted by the National Geodetic Survey in June 1991..
 PE1248
 PE1248.The geoid height was determined by GEOID03.
 PE1248
 PE1248.The dynamic height is computed by dividing the NAVD 88
 PE1248.geopotential number by the normal gravity value computed on the
 PE1248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1248.degrees latitude (g = 980.6199 gals.).
 PE1248
 PE1248.The modeled gravity was interpolated from observed gravity values.
 PE1248
 PE1248;                    North         East    Units  Estimated Accuracy
 PE1248;SPC ME W     -   160,260.      948,900.      MT  (+/- 180 meters Scaled)
 PE1248
 PE1248                          SUPERSEDED SURVEY CONTROL
 PE1248
 PE1248  NGVD 29 (??/??/92)   54.699  (m)          179.46   (f) ADJ UNCH    2 0
 PE1248
 PE1248.Superseded values are not recommended for survey control.
 PE1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1248.See file dsdata.txt to determine how the superseded data were derived.
 PE1248
 PE1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK557024(NAD 83)
 PE1248_MARKER: DB = BENCH MARK DISK
 PE1248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1248_STAMPING: N 45 1935
 PE1248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1248+STABILITY: SURFACE MOTION
 PE1248
 PE1248  HISTORY     - Date     Condition        Report By
 PE1248  HISTORY     - 1935     MONUMENTED       CGS
 PE1248
 PE1248                          STATION DESCRIPTION
 PE1248
 PE1248'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE1248'1.1 MI N FROM COOPERS MILLS.
 PE1248'IN KENNEBEC COUNTY, 1.1 MILES NORTH ALONG THE SOUTH CHINA ROAD
 PE1248'FROM THE POST OFFICE AT COOPERS MILLS, LINCOLN COUNTY, 100 YARDS
 PE1248'SOUTH OF A FARMHOUSE AT THE EAST SIDE OF A ROAD, AT THE SOUTH
 PE1248'SLOPE OF A LONG HILL, 85 FEET NORTHWEST OF THE CENTER OF THE
 PE1248'JUNCTION OF A ROAD LEADING EAST, 24 FEET WEST OF THE CENTERLINE
 PE1248'OF THE ROAD, 8.3 FEET NORTHEAST OF A TREE, AND OPPOSITE POLE
 PE1248'26+41.  A STANDARD DISK, STAMPED N 45 1935 AND SET IN THE TOP OF A
 PE1248'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0810 ***********************************************************************
 PE0810  DESIGNATION -  N 46
 PE0810  PID         -  PE0810
 PE0810  STATE/COUNTY-  ME/KENNEBEC
 PE0810  USGS QUAD   -  ALBION (1982)
 PE0810
 PE0810                         *CURRENT SURVEY CONTROL
 PE0810  ___________________________________________________________________
 PE0810* NAD 83(1986)-  44 30 58.     (N)    069 27 17.     (W)     SCALED    
 PE0810* NAVD 88     -       100.108  (meters)     328.44   (feet)  ADJUSTED  
 PE0810  ___________________________________________________________________
 PE0810  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 PE0810  DYNAMIC HT  -         100.100 (meters)     328.41  (feet)  COMP
 PE0810  MODELED GRAV-     980,539.1   (mgal)                       NAVD 88
 PE0810
 PE0810  VERT ORDER  -  SECOND    CLASS 0
 PE0810
 PE0810.The horizontal coordinates were scaled from a topographic map and have
 PE0810.an estimated accuracy of +/- 6 seconds.
 PE0810
 PE0810.The orthometric height was determined by differential leveling
 PE0810.and adjusted by the National Geodetic Survey in June 1991..
 PE0810
 PE0810.The geoid height was determined by GEOID03.
 PE0810
 PE0810.The dynamic height is computed by dividing the NAVD 88
 PE0810.geopotential number by the normal gravity value computed on the
 PE0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0810.degrees latitude (g = 980.6199 gals.).
 PE0810
 PE0810.The modeled gravity was interpolated from observed gravity values.
 PE0810
 PE0810;                    North         East    Units  Estimated Accuracy
 PE0810;SPC ME W     -   187,210.      956,600.      MT  (+/- 180 meters Scaled)
 PE0810
 PE0810                          SUPERSEDED SURVEY CONTROL
 PE0810
 PE0810  NGVD 29 (??/??/92)  100.324  (m)          329.15   (f) ADJ UNCH    2 0
 PE0810
 PE0810.Superseded values are not recommended for survey control.
 PE0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0810.See file dsdata.txt to determine how the superseded data were derived.
 PE0810
 PE0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK638292(NAD 83)
 PE0810_MARKER: DB = BENCH MARK DISK
 PE0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0810_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0810_STAMPING: N 46 1935
 PE0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0810+STABILITY: SURFACE MOTION
 PE0810
 PE0810  HISTORY     - Date     Condition        Report By
 PE0810  HISTORY     - 1935     MONUMENTED       CGS
 PE0810  HISTORY     - 1979     MARK NOT FOUND   USGS
 PE0810
 PE0810                          STATION DESCRIPTION
 PE0810
 PE0810'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE0810'1.5 MI SW FROM ALBION.
 PE0810'1.5 MILES SOUTHWEST ALONG STATE HIGHWAY 9 FROM THE FRANK L.
 PE0810'BESSE SCHOOL AT ALBION, KENNEBEC COUNTY, 56 YARDS SOUTHWEST
 PE0810'OF THE SOUTH CORNER OF A FARMHOUSE, AT THE SOUTHWEST SLOPE OF
 PE0810'A HILL, 20 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 12
 PE0810'FEET SOUTHWEST OF A FENCE CORNER POST AT THE EAST CORNER OF A
 PE0810'PASTURE, AND 1 FOOT SOUTHEAST OF THE FENCE.  A STANDARD DISK,
 PE0810'STAMPED N 46 1935 AND SET IN THE TOP OF A CONCRETE POST
 PE0810'PROJECTING 1/2 FOOT ABOVE GROUND.
 PE0810
 PE0810                          STATION RECOVERY (1979)
 PE0810
 PE0810'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PE0810'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0925 ***********************************************************************
 PE0925  DESIGNATION -  N 47
 PE0925  PID         -  PE0925
 PE0925  STATE/COUNTY-  ME/WALDO
 PE0925  USGS QUAD   -  WASHINGTON (1973)
 PE0925
 PE0925                         *CURRENT SURVEY CONTROL
 PE0925  ___________________________________________________________________
 PE0925* NAD 83(1986)-  44 19 13.     (N)    069 21 40.     (W)     SCALED    
 PE0925* NAVD 88     -        97.162  (meters)     318.77   (feet)  ADJUSTED  
 PE0925  ___________________________________________________________________
 PE0925  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 PE0925  DYNAMIC HT  -          97.154 (meters)     318.75  (feet)  COMP
 PE0925  MODELED GRAV-     980,528.7   (mgal)                       NAVD 88
 PE0925
 PE0925  VERT ORDER  -  SECOND    CLASS 0
 PE0925
 PE0925.The horizontal coordinates were scaled from a topographic map and have
 PE0925.an estimated accuracy of +/- 6 seconds.
 PE0925
 PE0925.The orthometric height was determined by differential leveling
 PE0925.and adjusted by the National Geodetic Survey in June 1991..
 PE0925
 PE0925.The geoid height was determined by GEOID03.
 PE0925
 PE0925.The dynamic height is computed by dividing the NAVD 88
 PE0925.geopotential number by the normal gravity value computed on the
 PE0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0925.degrees latitude (g = 980.6199 gals.).
 PE0925
 PE0925.The modeled gravity was interpolated from observed gravity values.
 PE0925
 PE0925;                    North         East    Units  Estimated Accuracy
 PE0925;SPC ME E     -    72,980.      231,310.      MT  (+/- 180 meters Scaled)
 PE0925
 PE0925                          SUPERSEDED SURVEY CONTROL
 PE0925
 PE0925  NGVD 29 (??/??/92)   97.372  (m)          319.46   (f) ADJ UNCH    2 0
 PE0925
 PE0925.Superseded values are not recommended for survey control.
 PE0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0925.See file dsdata.txt to determine how the superseded data were derived.
 PE0925
 PE0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK712075(NAD 83)
 PE0925_MARKER: DB = BENCH MARK DISK
 PE0925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0925_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0925_STAMPING: N 47 1935
 PE0925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0925+STABILITY: SURFACE MOTION
 PE0925
 PE0925  HISTORY     - Date     Condition        Report By
 PE0925  HISTORY     - 1935     MONUMENTED       CGS
 PE0925
 PE0925                          STATION DESCRIPTION
 PE0925
 PE0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE0925'AT SOUTH LIBERTY.
 PE0925'AT SOUTH LIBERTY, WALDO COUNTY, ON STATE HIGHWAY 220, 90 YARDS
 PE0925'SOUTH OF A STONE BRIDGE OVER THE MEDOMAK RIVER, AT A RIGHT-ANGLE
 PE0925'CURVE TO THE EAST, 42 FEET SOUTH OF THE CENTERLINE OF STATE
 PE0925'HIGHWAY 105, 38 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY
 PE0925'220, AND 7.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE SOUTH
 PE0925'LIBERTY BAPTIST CHURCH.  A STANDARD DISK, STAMPED N 47 1935 AND
 PE0925'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0926 ***********************************************************************
 PE0926  DESIGNATION -  N 47 RESET 1971
 PE0926  PID         -  PE0926
 PE0926  STATE/COUNTY-  ME/WALDO
 PE0926  USGS QUAD   -  WASHINGTON (1973)
 PE0926
 PE0926                         *CURRENT SURVEY CONTROL
 PE0926  ___________________________________________________________________
 PE0926* NAD 83(1986)-  44 19 13.     (N)    069 21 40.     (W)     SCALED    
 PE0926* NAVD 88     -        97.79   (meters)     320.8    (feet)  RESET     
 PE0926  ___________________________________________________________________
 PE0926  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 PE0926
 PE0926  VERT ORDER  -  THIRD
 PE0926
 PE0926.The horizontal coordinates were scaled from a topographic map and have
 PE0926.an estimated accuracy of +/- 6 seconds.
 PE0926
 PE0926.The orthometric height was computed from unverified reset data.
 PE0926
 PE0926.The geoid height was determined by GEOID03.
 PE0926
 PE0926;                    North         East    Units  Estimated Accuracy
 PE0926;SPC ME E     -    72,980.      231,310.      MT  (+/- 180 meters Scaled)
 PE0926
 PE0926                          SUPERSEDED SURVEY CONTROL
 PE0926
 PE0926.No superseded survey control is available for this station.
 PE0926
 PE0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK712075(NAD 83)
 PE0926_MARKER: DB = BENCH MARK DISK
 PE0926_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE0926_SP_SET: BEDROCK DIKE
 PE0926_STAMPING: N 47 RESET 1971
 PE0926_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE0926
 PE0926  HISTORY     - Date     Condition        Report By
 PE0926  HISTORY     - 1971     MONUMENTED       NGS
 PE0926
 PE0926                          STATION DESCRIPTION
 PE0926
 PE0926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 PE0926'AT SOUTH LIBERTY.
 PE0926'AT SOUTH LIBERTY, 188 FEET SOUTHEAST OF CENTER LINE OF STATE
 PE0926'HIGHWAY 220, 34.5 FEET NORTHEAST OF CENTER LINE OF STATE HIGHWAY
 PE0926'105, DIAGONALLY, EAST, ACROSS HIGHWAY 105 FROM THE SOUTH LIBERTY
 PE0926'BAPTIST CHURCH, 63 FEET NORTHEAST OF POWER POLE NO. 1, 6 FEET
 PE0926'NORTHWEST OF A METAL WITNESS POST, AND CEMENTED IN A DRILL HOLE
 PE0926'NEAR THE SOUTHWEST END OF A LONG, BEDROCK DIKE THAT PROJECTS
 PE0926'ABOUT 3 FEET ABOVE THE SURROUNDING GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0947 ***********************************************************************
 PE0947  DESIGNATION -  N 48
 PE0947  PID         -  PE0947
 PE0947  STATE/COUNTY-  ME/KNOX
 PE0947  USGS QUAD   -  THOMASTON (1973)
 PE0947
 PE0947                         *CURRENT SURVEY CONTROL
 PE0947  ___________________________________________________________________
 PE0947* NAD 83(1986)-  44 06 30.     (N)    069 13 34.     (W)     SCALED    
 PE0947* NAVD 88     -        57.263  (meters)     187.87   (feet)  ADJUSTED  
 PE0947  ___________________________________________________________________
 PE0947  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 PE0947  DYNAMIC HT  -          57.257 (meters)     187.85  (feet)  COMP
 PE0947  MODELED GRAV-     980,522.1   (mgal)                       NAVD 88
 PE0947
 PE0947  VERT ORDER  -  SECOND    CLASS 0
 PE0947
 PE0947.The horizontal coordinates were scaled from a topographic map and have
 PE0947.an estimated accuracy of +/- 6 seconds.
 PE0947
 PE0947.The orthometric height was determined by differential leveling
 PE0947.and adjusted by the National Geodetic Survey in June 1991..
 PE0947
 PE0947.The geoid height was determined by GEOID03.
 PE0947
 PE0947.The dynamic height is computed by dividing the NAVD 88
 PE0947.geopotential number by the normal gravity value computed on the
 PE0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0947.degrees latitude (g = 980.6199 gals.).
 PE0947
 PE0947.The modeled gravity was interpolated from observed gravity values.
 PE0947
 PE0947;                    North         East    Units  Estimated Accuracy
 PE0947;SPC ME E     -    49,330.      241,870.      MT  (+/- 180 meters Scaled)
 PE0947
 PE0947                          SUPERSEDED SURVEY CONTROL
 PE0947
 PE0947  NGVD 29 (??/??/92)   57.472  (m)          188.56   (f) ADJ UNCH    2 0
 PE0947
 PE0947.Superseded values are not recommended for survey control.
 PE0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0947.See file dsdata.txt to determine how the superseded data were derived.
 PE0947
 PE0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ819839(NAD 83)
 PE0947_MARKER: DB = BENCH MARK DISK
 PE0947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0947_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0947_STAMPING: N 48 1935
 PE0947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0947+STABILITY: SURFACE MOTION
 PE0947
 PE0947  HISTORY     - Date     Condition        Report By
 PE0947  HISTORY     - 1935     MONUMENTED       CGS
 PE0947  HISTORY     - 1953     MARK NOT FOUND   NGS
 PE0947  HISTORY     - 1966     MARK NOT FOUND   NGS
 PE0947
 PE0947                          STATION DESCRIPTION
 PE0947
 PE0947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 PE0947'1 MI SE FROM WARREN.
 PE0947'1.0 MILE SOUTHEAST ALONG STATE HIGHWAY 131 FROM THE INTERSECTION
 PE0947'OF STATE HIGHWAY 137 AT WARREN, KNOX COUNTY, 63.5 FEET NORTH OF
 PE0947'THE WEST END OF A 20-INCH CONCRETE CULVERT, 55 FEET SOUTH OF A
 PE0947'POULTRY HOUSE, 21 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 PE0947'AND 2 FEET EAST OF THE STONE FENCE.  A STANDARD DISK, STAMPED
 PE0947'N 48 1935 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 PE0947'GROUND.  NOTE-- 1966 REPORT STATES HWY. 137 SHOULD NOW READ
 PE0947'HWY. 90.  NOTE-- THE AREA SHOWS NO EVIDENCE OF HAVING BEEN
 PE0947'DISTURBED AND IT IS BELIEVED THAT THE MARK IS INTACT BUT
 PE0947'COVERED OVER BY ROCKS AND GRASS.
 PE0947
 PE0947                          STATION RECOVERY (1966)
 PE0947
 PE0947'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 PE0947'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0088 ***********************************************************************
 OC0088  DESIGNATION -  N 5
 OC0088  PID         -  OC0088
 OC0088  STATE/COUNTY-  ME/CUMBERLAND
 OC0088  USGS QUAD   -  PROUTS NECK (1978)
 OC0088
 OC0088                         *CURRENT SURVEY CONTROL
 OC0088  ___________________________________________________________________
 OC0088* NAD 83(1986)-  43 34 43.     (N)    070 19 18.     (W)     SCALED    
 OC0088* NAVD 88     -         4.956  (meters)      16.26   (feet)  ADJUSTED  
 OC0088  ___________________________________________________________________
 OC0088  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 OC0088  DYNAMIC HT  -           4.955 (meters)      16.26  (feet)  COMP
 OC0088  MODELED GRAV-     980,500.7   (mgal)                       NAVD 88
 OC0088
 OC0088  VERT ORDER  -  FIRST     CLASS I
 OC0088
 OC0088.The horizontal coordinates were scaled from a topographic map and have
 OC0088.an estimated accuracy of +/- 6 seconds.
 OC0088
 OC0088.The orthometric height was determined by differential leveling
 OC0088.and adjusted by the National Geodetic Survey in June 1991..
 OC0088
 OC0088.The geoid height was determined by GEOID03.
 OC0088
 OC0088.The dynamic height is computed by dividing the NAVD 88
 OC0088.geopotential number by the normal gravity value computed on the
 OC0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0088.degrees latitude (g = 980.6199 gals.).
 OC0088
 OC0088.The modeled gravity was interpolated from observed gravity values.
 OC0088
 OC0088;                    North         East    Units  Estimated Accuracy
 OC0088;SPC ME W     -    82,810.      887,480.      MT  (+/- 180 meters Scaled)
 OC0088
 OC0088                          SUPERSEDED SURVEY CONTROL
 OC0088
 OC0088  NGVD 29 (??/??/92)    5.183  (m)           17.00   (f) ADJ UNCH    1 1
 OC0088
 OC0088.Superseded values are not recommended for survey control.
 OC0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0088.See file dsdata.txt to determine how the superseded data were derived.
 OC0088
 OC0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ932259(NAD 83)
 OC0088_MARKER: DB = BENCH MARK DISK
 OC0088_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OC0088_SP_SET: RETAINING WALL
 OC0088_STAMPING: N 5 ELEV 17.005 FT 1923
 OC0088_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC0088
 OC0088  HISTORY     - Date     Condition        Report By
 OC0088  HISTORY     - 1923     MONUMENTED       CGS
 OC0088  HISTORY     - 1966     GOOD             NGS
 OC0088  HISTORY     - 1978     GOOD             DOD
 OC0088  HISTORY     - 1987     GOOD             USPSQD
 OC0088  HISTORY     - 1988     GOOD             USPSQD
 OC0088
 OC0088                          STATION DESCRIPTION
 OC0088
 OC0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 OC0088'1.2 MI SE FROM SCARBOROUGH.
 OC0088'ABOUT 0.1 MILE EAST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE
 OC0088'AT SCARBOROUGH, THENCE ABOUT 1.15 MILES SOUTHEAST ALONG STATE
 OC0088'HIGHWAY 207, NEAR THE OVERPASS WHERE THE HIGHWAY CROSSES OVER
 OC0088'THE BOSTON AND MAINE RAILROAD, ALONG THE RAILROAD RIGHT-OF-WAY,
 OC0088'154 FEET NORTHEAST OF THE OVERPASS, SET VERTICALLY IN THE
 OC0088'NORTHWEST FACE OF THE SOUTHEAST STONE RETAINING WALL, 76.0
 OC0088'FEET SOUTHWEST OF THE NORTHEAST END OF THE WALL, 20.5 FEET
 OC0088'SOUTHEAST OF THE SOUTHEAST RAIL, AND ABOUT LEVEL WITH THE TRACK.
 OC0088
 OC0088                          STATION RECOVERY (1978)
 OC0088
 OC0088'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 OC0088'RECOVERED IN GOOD CONDITION.
 OC0088
 OC0088                          STATION RECOVERY (1987)
 OC0088
 OC0088'RECOVERY NOTE BY US POWER SQUADRON 1987 (DWH)
 OC0088'RECOVERED IN GOOD CONDITION.
 OC0088
 OC0088                          STATION RECOVERY (1988)
 OC0088
 OC0088'RECOVERY NOTE BY US POWER SQUADRON 1988 (DWH)
 OC0088'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0130 ***********************************************************************
 PE0130  DESIGNATION -  N 5
 PE0130  PID         -  PE0130
 PE0130  STATE/COUNTY-  ME/HANCOCK
 PE0130  USGS QUAD   -  AMHERST (1988)
 PE0130
 PE0130                         *CURRENT SURVEY CONTROL
 PE0130  ___________________________________________________________________
 PE0130* NAD 83(1986)-  44 47 47.     (N)    068 19 05.     (W)     SCALED    
 PE0130* NAVD 88     -        99.685  (meters)     327.05   (feet)  ADJUSTED  
 PE0130  ___________________________________________________________________
 PE0130  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 PE0130  DYNAMIC HT  -          99.680 (meters)     327.03  (feet)  COMP
 PE0130  MODELED GRAV-     980,566.0   (mgal)                       NAVD 88
 PE0130
 PE0130  VERT ORDER  -  SECOND    CLASS 0
 PE0130
 PE0130.The horizontal coordinates were scaled from a topographic map and have
 PE0130.an estimated accuracy of +/- 6 seconds.
 PE0130
 PE0130.The orthometric height was determined by differential leveling
 PE0130.and adjusted by the National Geodetic Survey in June 1991..
 PE0130
 PE0130.The geoid height was determined by GEOID03.
 PE0130
 PE0130.The dynamic height is computed by dividing the NAVD 88
 PE0130.geopotential number by the normal gravity value computed on the
 PE0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0130.degrees latitude (g = 980.6199 gals.).
 PE0130
 PE0130.The modeled gravity was interpolated from observed gravity values.
 PE0130
 PE0130;                    North         East    Units  Estimated Accuracy
 PE0130;SPC ME E     -   125,540.      314,400.      MT  (+/- 180 meters Scaled)
 PE0130
 PE0130                          SUPERSEDED SURVEY CONTROL
 PE0130
 PE0130  NGVD 29 (??/??/92)   99.880  (m)          327.69   (f) ADJ UNCH    2 0
 PE0130
 PE0130.Superseded values are not recommended for survey control.
 PE0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0130.See file dsdata.txt to determine how the superseded data were derived.
 PE0130
 PE0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK539605(NAD 83)
 PE0130_MARKER: DD = SURVEY DISK
 PE0130_SETTING: 80 = SET IN A BOULDER
 PE0130_SP_SET: BOULDER
 PE0130_STAMPING: N 5 1928 ME
 PE0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0130+STABILITY: SURFACE MOTION
 PE0130
 PE0130  HISTORY     - Date     Condition        Report By
 PE0130  HISTORY     - 1928     MONUMENTED       USGS
 PE0130  HISTORY     - 1953     GOOD             NGS
 PE0130
 PE0130                          STATION DESCRIPTION
 PE0130
 PE0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 PE0130'3.9 MI S FROM AURORA.
 PE0130'3.9 MILES SOUTH ALONG STATE HIGHWAY 179 FROM THE JUNCTION OF
 PE0130'STATE HIGHWAY 9 AT AURORA, ABOUT 0.55 MILE SOUTH OF MONTICELLO
 PE0130'SCHOOL, 51 FEET WEST OF CENTER LINE OF HIGHWAY, 63 1/2 FEET
 PE0130'SOUTH OF SOUTHEAST CORNER OF A BARN AT AN OLD FARM HOUSE, 34
 PE0130'FEET WEST OF A TELEPHONE POLE, 109 FEET SOUTHWEST AND ACROSS
 PE0130'HIGHWAY FROM POWER POLE NO. 5/49, IN THE TOP AND 4 INCHES
 PE0130'EAST OF WEST EDGE OF THE 2-FOOT EXPOSED PART OF A BOULDER
 PE0130'PROJECTING 6 INCHES AND ABOUT 2 FEET BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0067 ***********************************************************************
 RG0067  DESIGNATION -  N 5
 RG0067  PID         -  RG0067
 RG0067  STATE/COUNTY-  ME/SOMERSET
 RG0067  USGS QUAD   -  HARDWOOD MOUNTAIN SW (1989)
 RG0067
 RG0067                         *CURRENT SURVEY CONTROL
 RG0067  ___________________________________________________________________
 RG0067* NAD 83(1986)-  46 27 43.     (N)    070 09 46.     (W)     SCALED    
 RG0067* NAVD 88     -       407.092  (meters)    1335.60   (feet)  ADJUSTED  
 RG0067  ___________________________________________________________________
 RG0067  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 RG0067  DYNAMIC HT  -         407.099 (meters)    1335.62  (feet)  COMP
 RG0067  MODELED GRAV-     980,620.0   (mgal)                       NAVD 88
 RG0067
 RG0067  VERT ORDER  -  SECOND    CLASS 0
 RG0067
 RG0067.The horizontal coordinates were scaled from a topographic map and have
 RG0067.an estimated accuracy of +/- 6 seconds.
 RG0067
 RG0067.The orthometric height was determined by differential leveling
 RG0067.and adjusted by the National Geodetic Survey in June 1991..
 RG0067
 RG0067.The geoid height was determined by GEOID03.
 RG0067
 RG0067.The dynamic height is computed by dividing the NAVD 88
 RG0067.geopotential number by the normal gravity value computed on the
 RG0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RG0067.degrees latitude (g = 980.6199 gals.).
 RG0067
 RG0067.The modeled gravity was interpolated from observed gravity values.
 RG0067
 RG0067;                    North         East    Units  Estimated Accuracy
 RG0067;SPC ME W     -   403,220.      900,300.      MT  (+/- 180 meters Scaled)
 RG0067
 RG0067                          SUPERSEDED SURVEY CONTROL
 RG0067
 RG0067  NGVD 29 (??/??/92)  407.260  (m)         1336.15   (f) ADJ UNCH    2 0
 RG0067
 RG0067.Superseded values are not recommended for survey control.
 RG0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0067.See file dsdata.txt to determine how the superseded data were derived.
 RG0067
 RG0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM107460(NAD 83)
 RG0067_MARKER: DB = BENCH MARK DISK
 RG0067_SETTING: 80 = SET IN A BOULDER
 RG0067_SP_SET: BOULDER
 RG0067_STAMPING: N 5 1953
 RG0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RG0067+STABILITY: SURFACE MOTION
 RG0067
 RG0067  HISTORY     - Date     Condition        Report By
 RG0067  HISTORY     - 1953     MONUMENTED       CGS
 RG0067
 RG0067                          STATION DESCRIPTION
 RG0067
 RG0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RG0067'2.8 MI SE FROM STE CAMILLE.
 RG0067'2.75 MILES SOUTHEAST ALONG A ROAD FROM THE CROSSING OF THE QUEBEC
 RG0067'CENTRAL RAILWAY AND STATION AT STE CAMILLE, ABOUT 0.15 MILE
 RG0067'SOUTHEAST OF A CURVE WITH TANGENTS EXTENDING SOUTHEAST AND
 RG0067'SOUTHWEST, 23 FEET NORTHEAST OF CENTER LINE OF ROAD, 430 FEET
 RG0067'SOUTHEAST AND SOUTHWEST, 23 FEET NORTHEAST OF CENTER LINE OF
 RG0067'ROAD, 430 FEET SOUTHEAST OF CENTER LINE OF A PROMINENT WOODS
 RG0067'ROAD LEADING NORTHEAST, AT THE JUNCTION OF A WOODS TRAIL LEADING
 RG0067'NORTHEAST, 11 FEET SOUTHEAST OF CENTER LINE OF TRAIL, IN THE
 RG0067'TOP OF RIDGE SHAPED EMBEDDED BOULDER WITH 4 BY 1 1/2-FEET EXPOSED
 RG0067'SURFACE PROJECTING 6 INCHES ABOVE GROUND, 3 FEET SOUTHEAST OF
 RG0067'NORTHWEST END OF EXPOSED POINT OF BOULDER AND ABOUT 1 FOOT BELOW
 RG0067'LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1007 ***********************************************************************
 PE1007  DESIGNATION -  N 50
 PE1007  PID         -  PE1007
 PE1007  STATE/COUNTY-  ME/WALDO
 PE1007  USGS QUAD   -  RAZORVILLE (1979)
 PE1007
 PE1007                         *CURRENT SURVEY CONTROL
 PE1007  ___________________________________________________________________
 PE1007* NAD 83(1986)-  44 22 21.     (N)    069 22 36.     (W)     SCALED    
 PE1007* NAVD 88     -       145.363  (meters)     476.91   (feet)  ADJUSTED  
 PE1007  ___________________________________________________________________
 PE1007  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 PE1007  DYNAMIC HT  -         145.349 (meters)     476.87  (feet)  COMP
 PE1007  MODELED GRAV-     980,524.4   (mgal)                       NAVD 88
 PE1007
 PE1007  VERT ORDER  -  SECOND    CLASS 0
 PE1007
 PE1007.The horizontal coordinates were scaled from a topographic map and have
 PE1007.an estimated accuracy of +/- 6 seconds.
 PE1007
 PE1007.The orthometric height was determined by differential leveling
 PE1007.and adjusted by the National Geodetic Survey in June 1991..
 PE1007
 PE1007.The geoid height was determined by GEOID03.
 PE1007
 PE1007.The dynamic height is computed by dividing the NAVD 88
 PE1007.geopotential number by the normal gravity value computed on the
 PE1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1007.degrees latitude (g = 980.6199 gals.).
 PE1007
 PE1007.The modeled gravity was interpolated from observed gravity values.
 PE1007
 PE1007;                    North         East    Units  Estimated Accuracy
 PE1007;SPC ME E     -    78,790.      230,130.      MT  (+/- 180 meters Scaled)
 PE1007
 PE1007                          SUPERSEDED SURVEY CONTROL
 PE1007
 PE1007  NGVD 29 (??/??/92)  145.577  (m)          477.61   (f) ADJ UNCH    2 0
 PE1007
 PE1007.Superseded values are not recommended for survey control.
 PE1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1007.See file dsdata.txt to determine how the superseded data were derived.
 PE1007
 PE1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK699133(NAD 83)
 PE1007_MARKER: DB = BENCH MARK DISK
 PE1007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1007_STAMPING: N 50 1935
 PE1007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1007+STABILITY: SURFACE MOTION
 PE1007
 PE1007  HISTORY     - Date     Condition        Report By
 PE1007  HISTORY     - 1935     MONUMENTED       CGS
 PE1007
 PE1007                          STATION DESCRIPTION
 PE1007
 PE1007'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE1007'4.4 MI W FROM LIBERTY.
 PE1007'4.4 MILES WEST ALONG STATE HIGHWAY 3 FROM THE INTERSECTION OF
 PE1007'STATE HIGHWAY 220 AT LIBERTY, WALDO COUNTY, 43 YARDS WEST OF
 PE1007'THE CENTERLINE OF A ROAD LEADING NORTH, 35 FEET NORTH OF THE
 PE1007'CENTERLINE OF THE HIGHWAY, AND 18.5 FEET SOUTH OF THE SOUTHWEST
 PE1007'CORNER OF THE ROCK FOUNDATION OF AN OLD HOUSE.  A STANDARD DISK,
 PE1007'STAMPED N 50 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PE1007'3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1279 ***********************************************************************
 PE1279  DESIGNATION -  N 51
 PE1279  PID         -  PE1279
 PE1279  STATE/COUNTY-  ME/LINCOLN
 PE1279  USGS QUAD   -  WISCASSET (1979)
 PE1279
 PE1279                         *CURRENT SURVEY CONTROL
 PE1279  ___________________________________________________________________
 PE1279* NAD 83(1986)-  44 06 29.     (N)    069 42 21.     (W)     SCALED    
 PE1279* NAVD 88     -        57.014  (meters)     187.05   (feet)  ADJUSTED  
 PE1279  ___________________________________________________________________
 PE1279  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 PE1279  DYNAMIC HT  -          57.008 (meters)     187.03  (feet)  COMP
 PE1279  MODELED GRAV-     980,512.7   (mgal)                       NAVD 88
 PE1279
 PE1279  VERT ORDER  -  SECOND    CLASS 0
 PE1279
 PE1279.The horizontal coordinates were scaled from a topographic map and have
 PE1279.an estimated accuracy of +/- 6 seconds.
 PE1279
 PE1279.The orthometric height was determined by differential leveling
 PE1279.and adjusted by the National Geodetic Survey in June 1991..
 PE1279
 PE1279.The geoid height was determined by GEOID03.
 PE1279
 PE1279.The dynamic height is computed by dividing the NAVD 88
 PE1279.geopotential number by the normal gravity value computed on the
 PE1279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1279.degrees latitude (g = 980.6199 gals.).
 PE1279
 PE1279.The modeled gravity was interpolated from observed gravity values.
 PE1279
 PE1279;                    North         East    Units  Estimated Accuracy
 PE1279;SPC ME W     -   141,720.      936,890.      MT  (+/- 180 meters Scaled)
 PE1279
 PE1279                          SUPERSEDED SURVEY CONTROL
 PE1279
 PE1279  NGVD 29 (??/??/92)   57.223  (m)          187.74   (f) ADJ UNCH    2 0
 PE1279
 PE1279.Superseded values are not recommended for survey control.
 PE1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1279.See file dsdata.txt to determine how the superseded data were derived.
 PE1279
 PE1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ435841(NAD 83)
 PE1279_MARKER: DB = BENCH MARK DISK
 PE1279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1279_STAMPING: N 51 1935
 PE1279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1279+STABILITY: SURFACE MOTION
 PE1279
 PE1279  HISTORY     - Date     Condition        Report By
 PE1279  HISTORY     - 1935     MONUMENTED       CGS
 PE1279  HISTORY     - 1957     MARK NOT FOUND   NGS
 PE1279
 PE1279                          STATION DESCRIPTION
 PE1279
 PE1279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 PE1279'1 MI E FROM DRESDEN MILLS.
 PE1279'1.0 MILE EAST ALONG THE HEAD TIDE ROAD FROM THE JUNCTION WITH
 PE1279'STATE HIGHWAY 27 AT DRESDEN MILLS, LINCOLN COUNTY, 0.4 MILE
 PE1279'SOUTHEAST OF THE JUNCTION OF A ROAD, 56 YARDS WEST OF THE
 PE1279'CENTERLINE OF A DRIVE LEADING SOUTH TO A FARMHOUSE, AT THE WEST
 PE1279'SLOPE OF A STEEP HILL, OPPOSITE A CURVE, 28 FEET SOUTH OF THE
 PE1279'CENTERLINE OF THE ROAD, AND 2 FEET WEST OF THE NORTHWEST CORNER
 PE1279'OF A PASTURE.  A STANDARD DISK, STAMPED N 51 1935 AND SET IN THE
 PE1279'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 PE1279'GROUND.  NOTE-- PROBABLY DESTROYED, AREA BULLDOZED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1293 ***********************************************************************
 PE1293  DESIGNATION -  N 52
 PE1293  PID         -  PE1293
 PE1293  STATE/COUNTY-  ME/LINCOLN
 PE1293  USGS QUAD   -  WEEKS MILLS (1982)
 PE1293
 PE1293                         *CURRENT SURVEY CONTROL
 PE1293  ___________________________________________________________________
 PE1293* NAD 83(1986)-  44 15 01.     (N)    069 32 14.     (W)     SCALED    
 PE1293* NAVD 88     -        67.823  (meters)     222.52   (feet)  ADJUSTED  
 PE1293  ___________________________________________________________________
 PE1293  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 PE1293  DYNAMIC HT  -          67.817 (meters)     222.50  (feet)  COMP
 PE1293  MODELED GRAV-     980,521.6   (mgal)                       NAVD 88
 PE1293
 PE1293  VERT ORDER  -  SECOND    CLASS 0
 PE1293
 PE1293.The horizontal coordinates were scaled from a topographic map and have
 PE1293.an estimated accuracy of +/- 6 seconds.
 PE1293
 PE1293.The orthometric height was determined by differential leveling
 PE1293.and adjusted by the National Geodetic Survey in June 1991..
 PE1293
 PE1293.The geoid height was determined by GEOID03.
 PE1293
 PE1293.The dynamic height is computed by dividing the NAVD 88
 PE1293.geopotential number by the normal gravity value computed on the
 PE1293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1293.degrees latitude (g = 980.6199 gals.).
 PE1293
 PE1293.The modeled gravity was interpolated from observed gravity values.
 PE1293
 PE1293;                    North         East    Units  Estimated Accuracy
 PE1293;SPC ME W     -   157,620.      950,270.      MT  (+/- 180 meters Scaled)
 PE1293
 PE1293                          SUPERSEDED SURVEY CONTROL
 PE1293
 PE1293  NGVD 29 (??/??/92)   68.034  (m)          223.21   (f) ADJ UNCH    2 0
 PE1293
 PE1293.Superseded values are not recommended for survey control.
 PE1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1293.See file dsdata.txt to determine how the superseded data were derived.
 PE1293
 PE1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ571998(NAD 83)
 PE1293_MARKER: DB = BENCH MARK DISK
 PE1293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1293_STAMPING: N 52 1935
 PE1293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1293+STABILITY: SURFACE MOTION
 PE1293
 PE1293  HISTORY     - Date     Condition        Report By
 PE1293  HISTORY     - 1935     MONUMENTED       CGS
 PE1293
 PE1293                          STATION DESCRIPTION
 PE1293
 PE1293'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE1293'0.9 MI SE FROM COOPERS MILLS.
 PE1293'0.9 MILE SOUTHEAST ALONG STATE HIGHWAY 17 FROM THE POST OFFICE
 PE1293'AT COOPERS MILLS, LINCOLN COUNTY, 180 YARDS SOUTHEAST OF THE
 PE1293'CENTER OF THE JUNCTION OF STATE HIGHWAY 32, 90 YARDS WEST OF THE
 PE1293'WEST EDGE OF TRAVEL POND, 30 FEET SOUTHEAST OF THE CENTERLINE
 PE1293'OF A LANE AT THE NORTH CORNER OF A PASTURE, AND 29 FEET SOUTHWEST
 PE1293'OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED N 52
 PE1293'1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1/2 FOOT
 PE1293'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0087 ***********************************************************************
 RE0087  DESIGNATION -  N 55
 RE0087  PID         -  RE0087
 RE0087  STATE/COUNTY-  ME/AROOSTOOK
 RE0087  USGS QUAD   -  FORT FAIRFIELD (1984)
 RE0087
 RE0087                         *CURRENT SURVEY CONTROL
 RE0087  ___________________________________________________________________
 RE0087* NAD 83(1986)-  46 52 02.     (N)    067 48 58.     (W)     SCALED    
 RE0087* NAVD 88     -       154.074  (meters)     505.49   (feet)  ADJUSTED  
 RE0087  ___________________________________________________________________
 RE0087  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 RE0087  DYNAMIC HT  -         154.091 (meters)     505.55  (feet)  COMP
 RE0087  MODELED GRAV-     980,722.2   (mgal)                       NAVD 88
 RE0087
 RE0087  VERT ORDER  -  SECOND    CLASS 0
 RE0087
 RE0087.The horizontal coordinates were scaled from a topographic map and have
 RE0087.an estimated accuracy of +/- 6 seconds.
 RE0087
 RE0087.The orthometric height was determined by differential leveling
 RE0087.and adjusted by the National Geodetic Survey in June 1991..
 RE0087
 RE0087.The geoid height was determined by GEOID03.
 RE0087
 RE0087.The dynamic height is computed by dividing the NAVD 88
 RE0087.geopotential number by the normal gravity value computed on the
 RE0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0087.degrees latitude (g = 980.6199 gals.).
 RE0087
 RE0087.The modeled gravity was interpolated from observed gravity values.
 RE0087
 RE0087;                    North         East    Units  Estimated Accuracy
 RE0087;SPC ME E     -   355,890.      352,140.      MT  (+/- 180 meters Scaled)
 RE0087
 RE0087                          SUPERSEDED SURVEY CONTROL
 RE0087
 RE0087  NGVD 29 (??/??/92)  154.287  (m)          506.19   (f) ADJ UNCH    2 0
 RE0087
 RE0087.Superseded values are not recommended for survey control.
 RE0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0087.See file dsdata.txt to determine how the superseded data were derived.
 RE0087
 RE0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM902910(NAD 83)
 RE0087_MARKER: DB = BENCH MARK DISK
 RE0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RE0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RE0087_STAMPING: N 55 1935
 RE0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RE0087+STABILITY: SURFACE MOTION
 RE0087
 RE0087  HISTORY     - Date     Condition        Report By
 RE0087  HISTORY     - 1935     MONUMENTED       CGS
 RE0087  HISTORY     - 1952     MARK NOT FOUND   NGS
 RE0087
 RE0087                          STATION DESCRIPTION
 RE0087
 RE0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RE0087'3.2 MI S FROM LIMESTONE.
 RE0087'3.2 MILES SOUTH ALONG STATE HIGHWAY 165 FROM THE POST OFFICE
 RE0087'AT LIMESTONE, AROOSTOOK COUNTY, 0.3 MILE SOUTH OF A
 RE0087'LIMESTONE-FORT FAIRFIELD TOWN-LINE SIGN, AT A FENCE CORNER,
 RE0087'23 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND 19 FEET
 RE0087'NORTH OF POLE 306.  A STANDARD DISK, STAMPED N 55 1935 AND
 RE0087'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 RE0087'GROUND.
 RE0087
 RE0087                          STATION RECOVERY (1952)
 RE0087
 RE0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 RE0087'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0035 ***********************************************************************
 SF0035  DESIGNATION -  N 56
 SF0035  PID         -  SF0035
 SF0035  STATE/COUNTY-  ME/AROOSTOOK
 SF0035  USGS QUAD   -  PICARD BROOK (1986)
 SF0035
 SF0035                         *CURRENT SURVEY CONTROL
 SF0035  ___________________________________________________________________
 SF0035* NAD 83(1986)-  47 00 24.     (N)    068 03 20.     (W)     SCALED    
 SF0035* NAVD 88     -       221.954  (meters)     728.19   (feet)  ADJUSTED  
 SF0035  ___________________________________________________________________
 SF0035  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 SF0035  DYNAMIC HT  -         221.982 (meters)     728.29  (feet)  COMP
 SF0035  MODELED GRAV-     980,732.4   (mgal)                       NAVD 88
 SF0035
 SF0035  VERT ORDER  -  SECOND    CLASS 0
 SF0035
 SF0035.The horizontal coordinates were scaled from a topographic map and have
 SF0035.an estimated accuracy of +/- 6 seconds.
 SF0035
 SF0035.The orthometric height was determined by differential leveling
 SF0035.and adjusted by the National Geodetic Survey in June 1991..
 SF0035
 SF0035.The geoid height was determined by GEOID03.
 SF0035
 SF0035.The dynamic height is computed by dividing the NAVD 88
 SF0035.geopotential number by the normal gravity value computed on the
 SF0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0035.degrees latitude (g = 980.6199 gals.).
 SF0035
 SF0035.The modeled gravity was interpolated from observed gravity values.
 SF0035
 SF0035;                    North         East    Units  Estimated Accuracy
 SF0035;SPC ME E     -   371,260.      333,800.      MT  (+/- 180 meters Scaled)
 SF0035
 SF0035                          SUPERSEDED SURVEY CONTROL
 SF0035
 SF0035  NGVD 29 (??/??/92)  222.135  (m)          728.79   (f) ADJ UNCH    2 0
 SF0035
 SF0035.Superseded values are not recommended for survey control.
 SF0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0035.See file dsdata.txt to determine how the superseded data were derived.
 SF0035
 SF0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN717063(NAD 83)
 SF0035_MARKER: DB = BENCH MARK DISK
 SF0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SF0035_STAMPING: N 56 1935
 SF0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF0035+STABILITY: SURFACE MOTION
 SF0035
 SF0035  HISTORY     - Date     Condition        Report By
 SF0035  HISTORY     - 1935     MONUMENTED       CGS
 SF0035  HISTORY     - 1953     GOOD             NGS
 SF0035
 SF0035                          STATION DESCRIPTION
 SF0035
 SF0035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 SF0035'5.5 MI SE FROM STOCKHOLM.
 SF0035'ABOUT 5.5 MILES SOUTHEAST ALONG THE ACADIA ROAD FROM THE
 SF0035'INTERSECTION OF MAIN STREET AND THE BANGOR AND AROOSTOOK RAILROAD
 SF0035'AT STOCKHOLM, ABOUT 1.6 MILES SOUTHEAST OF THE SCHOOL AT EAST
 SF0035'JEMTLAND, ABOUT 0.7 MILE SOUTH OF A CURVE IN ROAD WITH TANGENTS
 SF0035'EXTENDING SOUTH AND WEST, 24 FEET EAST-NORTHEAST OF CENTER LINE
 SF0035'OF ROAD, 43 FEET SOUTH OF NORTH EDGE OF A WOODED AREA, 12 YARDS
 SF0035'NORTH-NORTHEAST OF THE CENTER OF ROAD AT TOP OF GRADE, 49 1/2
 SF0035'FEET NORTH-NORTHWEST OF AN 8-INCH ASPEN TREE, ABOUT LEVEL WITH
 SF0035'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 SF0035'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0039 ***********************************************************************
 RF0039  DESIGNATION -  N 57
 RF0039  PID         -  RF0039
 RF0039  STATE/COUNTY-  ME/AROOSTOOK
 RF0039  USGS QUAD   -  WASHBURN (1984)
 RF0039
 RF0039                         *CURRENT SURVEY CONTROL
 RF0039  ___________________________________________________________________
 RF0039* NAD 83(1986)-  46 50 36.     (N)    068 08 09.     (W)     SCALED    
 RF0039* NAVD 88     -       171.743  (meters)     563.46   (feet)  ADJUSTED  
 RF0039  ___________________________________________________________________
 RF0039  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 RF0039  DYNAMIC HT  -         171.763 (meters)     563.53  (feet)  COMP
 RF0039  MODELED GRAV-     980,723.8   (mgal)                       NAVD 88
 RF0039
 RF0039  VERT ORDER  -  SECOND    CLASS 0
 RF0039
 RF0039.The horizontal coordinates were scaled from a topographic map and have
 RF0039.an estimated accuracy of +/- 6 seconds.
 RF0039
 RF0039.The orthometric height was determined by differential leveling
 RF0039.and adjusted by the National Geodetic Survey in June 1991..
 RF0039
 RF0039.The geoid height was determined by GEOID03.
 RF0039
 RF0039.The dynamic height is computed by dividing the NAVD 88
 RF0039.geopotential number by the normal gravity value computed on the
 RF0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0039.degrees latitude (g = 980.6199 gals.).
 RF0039
 RF0039.The modeled gravity was interpolated from observed gravity values.
 RF0039
 RF0039;                    North         East    Units  Estimated Accuracy
 RF0039;SPC ME E     -   353,070.      327,780.      MT  (+/- 180 meters Scaled)
 RF0039
 RF0039                          SUPERSEDED SURVEY CONTROL
 RF0039
 RF0039  NGVD 29 (??/??/92)  171.924  (m)          564.05   (f) ADJ UNCH    2 0
 RF0039
 RF0039.Superseded values are not recommended for survey control.
 RF0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0039.See file dsdata.txt to determine how the superseded data were derived.
 RF0039
 RF0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM658881(NAD 83)
 RF0039_MARKER: DB = BENCH MARK DISK
 RF0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RF0039_STAMPING: N 57 1935
 RF0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0039+STABILITY: SURFACE MOTION
 RF0039
 RF0039  HISTORY     - Date     Condition        Report By
 RF0039  HISTORY     - 1935     MONUMENTED       CGS
 RF0039
 RF0039                          STATION DESCRIPTION
 RF0039
 RF0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RF0039'AT CARSON.
 RF0039'AT CARSON, AROOSTOOK COUNTY, 31 FEET SOUTH OF THE CENTER OF THE
 RF0039'INTERSECTION OF THE AROOSTOOK VALLEY RAILROAD AND A ROAD, 30
 RF0039'FEET EAST OF THE EAST RAIL, AND 17.2 FEET EAST OF A POLE.  A
 RF0039'STANDARD DISK, STAMPED N 57 1935 AND SET IN THE TOP OF A CONCRETE
 RF0039'POST ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0079 ***********************************************************************
 QG0079  DESIGNATION -  N 59
 QG0079  PID         -  QG0079
 QG0079  STATE/COUNTY-  ME/AROOSTOOK
 QG0079  USGS QUAD   -  REED POND (1988)
 QG0079
 QG0079                         *CURRENT SURVEY CONTROL
 QG0079  ___________________________________________________________________
 QG0079* NAD 83(1986)-  45 43 10.     (N)    068 08 51.     (W)     SCALED    
 QG0079* NAVD 88     -       174.428  (meters)     572.27   (feet)  ADJUSTED  
 QG0079  ___________________________________________________________________
 QG0079  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 QG0079  DYNAMIC HT  -         174.433 (meters)     572.29  (feet)  COMP
 QG0079  MODELED GRAV-     980,638.5   (mgal)                       NAVD 88
 QG0079
 QG0079  VERT ORDER  -  SECOND    CLASS 0
 QG0079
 QG0079.The horizontal coordinates were scaled from a topographic map and have
 QG0079.an estimated accuracy of +/- 6 seconds.
 QG0079
 QG0079.The orthometric height was determined by differential leveling
 QG0079.and adjusted by the National Geodetic Survey in June 1991..
 QG0079
 QG0079.The geoid height was determined by GEOID03.
 QG0079
 QG0079.The dynamic height is computed by dividing the NAVD 88
 QG0079.geopotential number by the normal gravity value computed on the
 QG0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0079.degrees latitude (g = 980.6199 gals.).
 QG0079
 QG0079.The modeled gravity was interpolated from observed gravity values.
 QG0079
 QG0079;                    North         East    Units  Estimated Accuracy
 QG0079;SPC ME E     -   228,150.      327,440.      MT  (+/- 180 meters Scaled)
 QG0079
 QG0079                          SUPERSEDED SURVEY CONTROL
 QG0079
 QG0079  NGVD 29 (??/??/92)  174.599  (m)          572.83   (f) ADJ UNCH    2 0
 QG0079
 QG0079.Superseded values are not recommended for survey control.
 QG0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0079.See file dsdata.txt to determine how the superseded data were derived.
 QG0079
 QG0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL663632(NAD 83)
 QG0079_MARKER: DB = BENCH MARK DISK
 QG0079_SETTING: 80 = SET IN A BOULDER
 QG0079_SP_SET: BOULDER
 QG0079_STAMPING: N 59 1935
 QG0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0079+STABILITY: SURFACE MOTION
 QG0079
 QG0079  HISTORY     - Date     Condition        Report By
 QG0079  HISTORY     - 1935     MONUMENTED       CGS
 QG0079  HISTORY     - 1935     GOOD             NGS
 QG0079  HISTORY     - 1978     MARK NOT FOUND   NGS
 QG0079  HISTORY     - 1978     MARK NOT FOUND   NGS
 QG0079  HISTORY     - 1978     MARK NOT FOUND   NGS
 QG0079
 QG0079                          STATION DESCRIPTION
 QG0079
 QG0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QG0079'8.2 MI NE FROM MACWAHOC.
 QG0079'8.2 MILES NORTHEAST ALONG U.S. HIGHWAY 2A FROM THE JUNCTION OF
 QG0079'U.S. HIGHWAY 2 AT MACWAHOC, AROOSTOOK COUNTY, 0.3 MILE SOUTHWEST
 QG0079'OF THE JUNCTION OF STATE HIGHWAY 171 AT REED, 52.6 FEET SOUTHEAST
 QG0079'OF TELEPHONE POLE 824, 32 FEET NORTHWEST OF THE NORTHWEST CORNER
 QG0079'OF AN OLD SCHOOLHOUSE, 50 FEET SOUTHEAST OF THE CENTERLINE OF
 QG0079'THE HIGHWAY, 2.5 FEET SOUTHWEST OF THE CEMETERY FENCE, AND IN
 QG0079'THE TOP OF A BOULDER.  A STANDARD DISK, STAMPED N 59 1935.
 QG0079
 QG0079                          STATION RECOVERY (1978)
 QG0079
 QG0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0079'MARK SEARCHED FOR BUT NOT FOUND.
 QG0079
 QG0079                          STATION RECOVERY (1978)
 QG0079
 QG0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0079'MARK SEARCHED FOR BUT NOT FOUND.
 QG0079
 QG0079                          STATION RECOVERY (1978)
 QG0079
 QG0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0079'MARK SEARCHED FOR BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0125 ***********************************************************************
 PE0125  DESIGNATION -  N 6
 PE0125  PID         -  PE0125
 PE0125  STATE/COUNTY-  ME/HANCOCK
 PE0125  USGS QUAD   -  EASTBROOK (1981)
 PE0125
 PE0125                         *CURRENT SURVEY CONTROL
 PE0125  ___________________________________________________________________
 PE0125* NAD 83(1986)-  44 44 55.     (N)    068 19 21.     (W)     SCALED    
 PE0125* NAVD 88     -        55.419  (meters)     181.82   (feet)  ADJUSTED  
 PE0125  ___________________________________________________________________
 PE0125  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 PE0125  DYNAMIC HT  -          55.415 (meters)     181.81  (feet)  COMP
 PE0125  MODELED GRAV-     980,562.7   (mgal)                       NAVD 88
 PE0125
 PE0125  VERT ORDER  -  SECOND    CLASS 0
 PE0125
 PE0125.The horizontal coordinates were scaled from a topographic map and have
 PE0125.an estimated accuracy of +/- 6 seconds.
 PE0125
 PE0125.The orthometric height was determined by differential leveling
 PE0125.and adjusted by the National Geodetic Survey in June 1991..
 PE0125
 PE0125.The geoid height was determined by GEOID03.
 PE0125
 PE0125.The dynamic height is computed by dividing the NAVD 88
 PE0125.geopotential number by the normal gravity value computed on the
 PE0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0125.degrees latitude (g = 980.6199 gals.).
 PE0125
 PE0125.The modeled gravity was interpolated from observed gravity values.
 PE0125
 PE0125;                    North         East    Units  Estimated Accuracy
 PE0125;SPC ME E     -   120,230.      314,060.      MT  (+/- 180 meters Scaled)
 PE0125
 PE0125                          SUPERSEDED SURVEY CONTROL
 PE0125
 PE0125  NGVD 29 (??/??/92)   55.615  (m)          182.46   (f) ADJ UNCH    2 0
 PE0125
 PE0125.Superseded values are not recommended for survey control.
 PE0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0125.See file dsdata.txt to determine how the superseded data were derived.
 PE0125
 PE0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK536552(NAD 83)
 PE0125_MARKER: DD = SURVEY DISK
 PE0125_SETTING: 66 = SET IN ROCK OUTCROP
 PE0125_SP_SET: ROCK OUTCROP
 PE0125_STAMPING: N 6 1928 ME
 PE0125_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0125+STABILITY: POSITION/ELEVATION WELL
 PE0125
 PE0125  HISTORY     - Date     Condition        Report By
 PE0125  HISTORY     - 1928     MONUMENTED       USGS
 PE0125  HISTORY     - 1953     GOOD             NGS
 PE0125
 PE0125                          STATION DESCRIPTION
 PE0125
 PE0125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 PE0125'3 MI N FROM WALTHAM.
 PE0125'3.0 MILES NORTH ALONG STATE HIGHWAY 179 FROM THE TOWN HALL AT
 PE0125'WALTHAM, 183 FEET NORTH OF NORTHWEST CORNER OF JONES BRIDGE
 PE0125'OVER EAST BRANCH, 40 FEET WEST OF CENTER LINE OF HIGHWAY, 51
 PE0125'FEET NORTH OF CENTER LINE OF A ROAD EAST TO A PICNIC AREA, IN
 PE0125'THE TOP AND 2 FEET SOUTHWEST OF NORTHEAST EDGE OF A SLANTING
 PE0125'15 BY 10-FOOT ROCK OUTCROP AND ABOUT 3 FEET ABOVE LEVEL OF
 PE0125'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0164 ***********************************************************************
 QF0164  DESIGNATION -  N 60
 QF0164  PID         -  QF0164
 QF0164  STATE/COUNTY-  ME/AROOSTOOK
 QF0164  USGS QUAD   -  HAYNESVILLE (1989)
 QF0164
 QF0164                         *CURRENT SURVEY CONTROL
 QF0164  ___________________________________________________________________
 QF0164* NAD 83(1986)-  45 46 13.     (N)    067 56 11.     (W)     SCALED    
 QF0164* NAVD 88     -       127.611  (meters)     418.67   (feet)  ADJUSTED  
 QF0164  ___________________________________________________________________
 QF0164  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 QF0164  DYNAMIC HT  -         127.614 (meters)     418.68  (feet)  COMP
 QF0164  MODELED GRAV-     980,641.2   (mgal)                       NAVD 88
 QF0164
 QF0164  VERT ORDER  -  SECOND    CLASS 0
 QF0164
 QF0164.The horizontal coordinates were scaled from a topographic map and have
 QF0164.an estimated accuracy of +/- 6 seconds.
 QF0164
 QF0164.The orthometric height was determined by differential leveling
 QF0164.and adjusted by the National Geodetic Survey in June 1991..
 QF0164
 QF0164.The geoid height was determined by GEOID03.
 QF0164
 QF0164.The dynamic height is computed by dividing the NAVD 88
 QF0164.geopotential number by the normal gravity value computed on the
 QF0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0164.degrees latitude (g = 980.6199 gals.).
 QF0164
 QF0164.The modeled gravity was interpolated from observed gravity values.
 QF0164
 QF0164;                    North         East    Units  Estimated Accuracy
 QF0164;SPC ME E     -   233,900.      343,840.      MT  (+/- 180 meters Scaled)
 QF0164
 QF0164                          SUPERSEDED SURVEY CONTROL
 QF0164
 QF0164  NGVD 29 (??/??/92)  127.778  (m)          419.22   (f) ADJ UNCH    2 0
 QF0164
 QF0164.Superseded values are not recommended for survey control.
 QF0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0164.See file dsdata.txt to determine how the superseded data were derived.
 QF0164
 QF0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL826690(NAD 83)
 QF0164_MARKER: DB = BENCH MARK DISK
 QF0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QF0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QF0164_STAMPING: N 60 1935
 QF0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0164+STABILITY: SURFACE MOTION
 QF0164
 QF0164  HISTORY     - Date     Condition        Report By
 QF0164  HISTORY     - 1935     MONUMENTED       CGS
 QF0164
 QF0164                          STATION DESCRIPTION
 QF0164
 QF0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QF0164'5.1 MI SE FROM HAYNESVILLE.
 QF0164'5.1 MILES SOUTHEAST ALONG THE WESTON ROAD FROM THE JUNCTION OF
 QF0164'U.S. HIGHWAY 2A AT HAYNESVILLE, AROOSTOOK COUNTY, 0.5 MILE NORTH
 QF0164'OF THE JUNCTION OF A NORTH-AND-SOUTH ROAD, 50 YARDS SOUTH OF
 QF0164'THE CREST OF A HILL, 124.5 FEET NORTH OF THE CENTERLINE OF AN
 QF0164'18-INCH CORRUGATED-IRON CULVERT, AND 21 FEET WEST OF THE CENTERLINE
 QF0164'OF THE ROAD.  A STANDARD DISK, STAMPED N 60 1935 AND SET IN THE
 QF0164'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0040 ***********************************************************************
 QG0040  DESIGNATION -  N 61
 QG0040  PID         -  QG0040
 QG0040  STATE/COUNTY-  ME/AROOSTOOK
 QG0040  USGS QUAD   -  MONARDA (1989)
 QG0040
 QG0040                         *CURRENT SURVEY CONTROL
 QG0040  ___________________________________________________________________
 QG0040* NAD 83(1986)-  45 47 33.     (N)    068 19 19.     (W)     SCALED    
 QG0040* NAVD 88     -       160.152  (meters)     525.43   (feet)  ADJUSTED  
 QG0040  ___________________________________________________________________
 QG0040  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 QG0040  DYNAMIC HT  -         160.156 (meters)     525.45  (feet)  COMP
 QG0040  MODELED GRAV-     980,635.3   (mgal)                       NAVD 88
 QG0040
 QG0040  VERT ORDER  -  SECOND    CLASS 0
 QG0040
 QG0040.The horizontal coordinates were scaled from a topographic map and have
 QG0040.an estimated accuracy of +/- 6 seconds.
 QG0040
 QG0040.The orthometric height was determined by differential leveling
 QG0040.and adjusted by the National Geodetic Survey in June 1991..
 QG0040
 QG0040.The geoid height was determined by GEOID03.
 QG0040
 QG0040.The dynamic height is computed by dividing the NAVD 88
 QG0040.geopotential number by the normal gravity value computed on the
 QG0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0040.degrees latitude (g = 980.6199 gals.).
 QG0040
 QG0040.The modeled gravity was interpolated from observed gravity values.
 QG0040
 QG0040;                    North         East    Units  Estimated Accuracy
 QG0040;SPC ME E     -   236,230.      313,840.      MT  (+/- 180 meters Scaled)
 QG0040
 QG0040                          SUPERSEDED SURVEY CONTROL
 QG0040
 QG0040  NGVD 29 (??/??/92)  160.320  (m)          525.98   (f) ADJ UNCH    2 0
 QG0040
 QG0040.Superseded values are not recommended for survey control.
 QG0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0040.See file dsdata.txt to determine how the superseded data were derived.
 QG0040
 QG0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL526712(NAD 83)
 QG0040_MARKER: DB = BENCH MARK DISK
 QG0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0040_STAMPING: N 61 1935
 QG0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0040+STABILITY: SURFACE MOTION
 QG0040
 QG0040  HISTORY     - Date     Condition        Report By
 QG0040  HISTORY     - 1935     MONUMENTED       CGS
 QG0040  HISTORY     - 1940     POOR             USGS
 QG0040  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QG0040
 QG0040                          STATION DESCRIPTION
 QG0040
 QG0040'DESCRIBED BY US GEOLOGICAL SURVEY 1940
 QG0040'0.3 MI S FROM MONARDA.
 QG0040'0.3 MILE SOUTH ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF A ROAD
 QG0040'LEADING NORTHWEST TO BENEDICTA AT MONARDA, ARCOSTOCK COUNTY,
 QG0040'12.1 MILES NORTHWEST OF THE JUNCTION OF U.S. HIGHWAY 2A AT
 QG0040'MACWAHOC, AT THE TOP OF A HILL, 48 FEET SOUTHEAST OF POLE 925,
 QG0040'AND 30 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD
 QG0040'DISK, STAMPED N 61 1935 AND SET IN THE TOP OF A CONCRETE POST
 QG0040'PROJECTING ABOUT 1/2 FOOT ABOVE GROUND.  NOTE-- SHAKEN LOOSE.
 QG0040'USE WITH CAUTION.
 QG0040
 QG0040                          STATION RECOVERY (1985)
 QG0040
 QG0040'RECOVERY NOTE BY US POWER SQUADRON 1985 (BRP)
 QG0040'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0059 ***********************************************************************
 QG0059  DESIGNATION -  N 62
 QG0059  PID         -  QG0059
 QG0059  STATE/COUNTY-  ME/PENOBSCOT
 QG0059  USGS QUAD   -  MATTASEUNK LAKE (1988)
 QG0059
 QG0059                         *CURRENT SURVEY CONTROL
 QG0059  ___________________________________________________________________
 QG0059* NAD 83(1986)-  45 35 12.     (N)    068 29 29.     (W)     SCALED    
 QG0059* NAVD 88     -       106.647  (meters)     349.89   (feet)  ADJUSTED  
 QG0059  ___________________________________________________________________
 QG0059  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 QG0059  DYNAMIC HT  -         106.649 (meters)     349.90  (feet)  COMP
 QG0059  MODELED GRAV-     980,628.3   (mgal)                       NAVD 88
 QG0059
 QG0059  VERT ORDER  -  SECOND    CLASS 0
 QG0059
 QG0059.The horizontal coordinates were scaled from a topographic map and have
 QG0059.an estimated accuracy of +/- 6 seconds.
 QG0059
 QG0059.The orthometric height was determined by differential leveling
 QG0059.and adjusted by the National Geodetic Survey in June 1991..
 QG0059
 QG0059.The geoid height was determined by GEOID03.
 QG0059
 QG0059.The dynamic height is computed by dividing the NAVD 88
 QG0059.geopotential number by the normal gravity value computed on the
 QG0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0059.degrees latitude (g = 980.6199 gals.).
 QG0059
 QG0059.The modeled gravity was interpolated from observed gravity values.
 QG0059
 QG0059;                    North         East    Units  Estimated Accuracy
 QG0059;SPC ME E     -   213,340.      300,670.      MT  (+/- 180 meters Scaled)
 QG0059
 QG0059                          SUPERSEDED SURVEY CONTROL
 QG0059
 QG0059  NGVD 29 (??/??/92)  106.843  (m)          350.53   (f) ADJ UNCH    2 0
 QG0059
 QG0059.Superseded values are not recommended for survey control.
 QG0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0059.See file dsdata.txt to determine how the superseded data were derived.
 QG0059
 QG0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL396482(NAD 83)
 QG0059_MARKER: DB = BENCH MARK DISK
 QG0059_SETTING: 80 = SET IN A BOULDER
 QG0059_SP_SET: BOULDER
 QG0059_STAMPING: N 62 1935
 QG0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0059+STABILITY: SURFACE MOTION
 QG0059
 QG0059  HISTORY     - Date     Condition        Report By
 QG0059  HISTORY     - 1935     MONUMENTED       CGS
 QG0059  HISTORY     - 19851012 MARK NOT FOUND   USPSQD
 QG0059
 QG0059                          STATION DESCRIPTION
 QG0059
 QG0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QG0059'4 MI S FROM MEDWAY.
 QG0059'1.3 MILES WEST ALONG STATE HIGHWAY 157 FROM THE JUNCTION OF STATE
 QG0059'HIGHWAY 11 AT MEDWAY, PENOBSCOT COUNTY, THENCE 1.2 MILES SOUTH
 QG0059'ALONG THE ROAD LEADING TO CHESTER, AND THENCE 1.5 MILES
 QG0059'SOUTHEAST ALONG STATE HIGHWAY 116, AT THE TOP OF A HILL, 19
 QG0059'FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND IN THE TOP
 QG0059'OF A 1-FOOT BOULDER.  A STANDARD DISK, STAMPED N 62 1935.
 QG0059
 QG0059                          STATION RECOVERY (1985)
 QG0059
 QG0059'RECOVERY NOTE BY US POWER SQUADRON 1985 (LCR)
 QG0059'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0100 ***********************************************************************
 QF0100  DESIGNATION -  N 65
 QF0100  PID         -  QF0100
 QF0100  STATE/COUNTY-  ME/WASHINGTON
 QF0100  USGS QUAD   -  ROBBINSTON (1977)
 QF0100
 QF0100                         *CURRENT SURVEY CONTROL
 QF0100  ___________________________________________________________________
 QF0100* NAD 83(1986)-  45 01 17.     (N)    067 05 59.     (W)     SCALED    
 QF0100* NAVD 88     -        57.919  (meters)     190.02   (feet)  ADJUSTED  
 QF0100  ___________________________________________________________________
 QF0100  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 QF0100  DYNAMIC HT  -          57.919 (meters)     190.02  (feet)  COMP
 QF0100  MODELED GRAV-     980,625.3   (mgal)                       NAVD 88
 QF0100
 QF0100  VERT ORDER  -  SECOND    CLASS 0
 QF0100
 QF0100.The horizontal coordinates were scaled from a topographic map and have
 QF0100.an estimated accuracy of +/- 6 seconds.
 QF0100
 QF0100.The orthometric height was determined by differential leveling
 QF0100.and adjusted by the National Geodetic Survey in June 1991..
 QF0100
 QF0100.The geoid height was determined by GEOID03.
 QF0100
 QF0100.The dynamic height is computed by dividing the NAVD 88
 QF0100.geopotential number by the normal gravity value computed on the
 QF0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0100.degrees latitude (g = 980.6199 gals.).
 QF0100
 QF0100.The modeled gravity was interpolated from observed gravity values.
 QF0100
 QF0100;                    North         East    Units  Estimated Accuracy
 QF0100;SPC ME E     -   151,470.      410,360.      MT  (+/- 180 meters Scaled)
 QF0100
 QF0100                          SUPERSEDED SURVEY CONTROL
 QF0100
 QF0100  NGVD 29 (??/??/92)   58.10   (m)          190.6    (f) COMPUTED    2 0
 QF0100
 QF0100.Superseded values are not recommended for survey control.
 QF0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0100.See file dsdata.txt to determine how the superseded data were derived.
 QF0100
 QF0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK497870(NAD 83)
 QF0100_MARKER: DB = BENCH MARK DISK
 QF0100_SETTING: 66 = SET IN ROCK OUTCROP
 QF0100_SP_SET: ROCK OUTCROP
 QF0100_STAMPING: N 65 1935
 QF0100_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0100+STABILITY: POSITION/ELEVATION WELL
 QF0100
 QF0100  HISTORY     - Date     Condition        Report By
 QF0100  HISTORY     - 1935     MONUMENTED       CGS
 QF0100  HISTORY     - 1946     GOOD             NGS
 QF0100  HISTORY     - 1978     MARK NOT FOUND   NGS
 QF0100
 QF0100                          STATION DESCRIPTION
 QF0100
 QF0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QF0100'4.7 MI SE FROM ROBBINSTON.
 QF0100'4.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 QF0100'ROBBINSTON, WASHINGTON COUNTY, ABOUT 1.6 MILES SOUTH OF THE
 QF0100'ROBBINSTON-PERRY TOWN LINE, ABOUT 65 YARDS NORTH OF THE CENTER OF
 QF0100'THE JUNCTION OF A COUNTY ROAD, ABOUT 100 FEET SOUTHEAST OF THE
 QF0100'CENTER OF THE JUNCTION OF A PRIVATE ROAD, 22 FEET NORTHEAST OF
 QF0100'THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF A ROCK OUTCROP,
 QF0100'ABOUT 1 FOOT ABOVE GROUND, AND ABOUT LEVEL WITH THE HIGHWAY.
 QF0100'A STANDARD DISK, STAMPED N 65 1935.
 QF0100
 QF0100                          STATION RECOVERY (1946)
 QF0100
 QF0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 QF0100'RECOVERED IN GOOD CONDITION.
 QF0100
 QF0100                          STATION RECOVERY (1978)
 QF0100
 QF0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QF0100'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0062 ***********************************************************************
 PD0062  DESIGNATION -  N 66
 PD0062  PID         -  PD0062
 PD0062  STATE/COUNTY-  ME/WASHINGTON
 PD0062  USGS QUAD   -  MACHIAS BAY (1993)
 PD0062
 PD0062                         *CURRENT SURVEY CONTROL
 PD0062  ___________________________________________________________________
 PD0062* NAD 83(1986)-  44 44 42.     (N)    067 18 05.     (W)     SCALED    
 PD0062* NAVD 88     -        25.224  (meters)      82.76   (feet)  ADJUSTED  
 PD0062  ___________________________________________________________________
 PD0062  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 PD0062  DYNAMIC HT  -          25.224 (meters)      82.76  (feet)  COMP
 PD0062  MODELED GRAV-     980,599.0   (mgal)                       NAVD 88
 PD0062
 PD0062  VERT ORDER  -  SECOND    CLASS 0
 PD0062
 PD0062.The horizontal coordinates were scaled from a topographic map and have
 PD0062.an estimated accuracy of +/- 6 seconds.
 PD0062
 PD0062.The orthometric height was determined by differential leveling
 PD0062.and adjusted by the National Geodetic Survey in June 1991..
 PD0062
 PD0062.The geoid height was determined by GEOID03.
 PD0062
 PD0062.The dynamic height is computed by dividing the NAVD 88
 PD0062.geopotential number by the normal gravity value computed on the
 PD0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0062.degrees latitude (g = 980.6199 gals.).
 PD0062
 PD0062.The modeled gravity was interpolated from observed gravity values.
 PD0062
 PD0062;                    North         East    Units  Estimated Accuracy
 PD0062;SPC ME E     -   120,510.      394,920.      MT  (+/- 180 meters Scaled)
 PD0062
 PD0062                          SUPERSEDED SURVEY CONTROL
 PD0062
 PD0062  NGVD 29 (??/??/92)   25.433  (m)           83.44   (f) ADJ UNCH    2 0
 PD0062
 PD0062.Superseded values are not recommended for survey control.
 PD0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0062.See file dsdata.txt to determine how the superseded data were derived.
 PD0062
 PD0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK344560(NAD 83)
 PD0062_MARKER: DB = BENCH MARK DISK
 PD0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PD0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PD0062_STAMPING: N 66 1935
 PD0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0062+STABILITY: SURFACE MOTION
 PD0062
 PD0062  HISTORY     - Date     Condition        Report By
 PD0062  HISTORY     - 1935     MONUMENTED       CGS
 PD0062  HISTORY     - 1946     GOOD             NGS
 PD0062
 PD0062                          STATION DESCRIPTION
 PD0062
 PD0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PD0062'4.9 MI NE FROM EAST MACHIAS.
 PD0062'4.9 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE MEMORIAL
 PD0062'LIBRARY AT EAST MACHIAS, WASHINGTON COUNTY, ABOUT 34 YARDS
 PD0062'SOUTHWEST OF A 5-BY 6-FOOT CONCRETE CULVERT, AT A BANK, BETWEEN
 PD0062'AN OLD ROADBED AND THE HIGHWAY, AND 30 FEET SOUTHEAST OF THE
 PD0062'CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED N 66 1935
 PD0062'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1/2 FOOT
 PD0062'ABOVE GROUND.
 PD0062
 PD0062                          STATION RECOVERY (1946)
 PD0062
 PD0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 PD0062'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0025 ***********************************************************************
 PD0025  DESIGNATION -  N 67
 PD0025  PID         -  PD0025
 PD0025  STATE/COUNTY-  ME/WASHINGTON
 PD0025  USGS QUAD   -  WEST LUBEC (1975)
 PD0025
 PD0025                         *CURRENT SURVEY CONTROL
 PD0025  ___________________________________________________________________
 PD0025* NAD 83(1986)-  44 48 06.     (N)    067 00 30.     (W)     SCALED    
 PD0025* NAVD 88     -        49.368  (meters)     161.97   (feet)  ADJUSTED  
 PD0025  ___________________________________________________________________
 PD0025  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 PD0025  DYNAMIC HT  -          49.368 (meters)     161.97  (feet)  COMP
 PD0025  MODELED GRAV-     980,624.3   (mgal)                       NAVD 88
 PD0025
 PD0025  VERT ORDER  -  FIRST     CLASS II
 PD0025
 PD0025.The horizontal coordinates were scaled from a topographic map and have
 PD0025.an estimated accuracy of +/- 6 seconds.
 PD0025
 PD0025.The orthometric height was determined by differential leveling
 PD0025.and adjusted by the National Geodetic Survey in June 1991..
 PD0025
 PD0025.The geoid height was determined by GEOID03.
 PD0025
 PD0025.The dynamic height is computed by dividing the NAVD 88
 PD0025.geopotential number by the normal gravity value computed on the
 PD0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0025.degrees latitude (g = 980.6199 gals.).
 PD0025
 PD0025.The modeled gravity was interpolated from observed gravity values.
 PD0025
 PD0025;                    North         East    Units  Estimated Accuracy
 PD0025;SPC ME E     -   127,190.      418,010.      MT  (+/- 180 meters Scaled)
 PD0025
 PD0025                          SUPERSEDED SURVEY CONTROL
 PD0025
 PD0025  NGVD 29 (??/??/92)   49.521  (m)          162.47   (f) ADJ UNCH    1 2
 PD0025
 PD0025.Superseded values are not recommended for survey control.
 PD0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0025.See file dsdata.txt to determine how the superseded data were derived.
 PD0025
 PD0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK575628(NAD 83)
 PD0025_MARKER: DB = BENCH MARK DISK
 PD0025_SETTING: 80 = SET IN A BOULDER
 PD0025_SP_SET: BOULDER
 PD0025_STAMPING: N 67 1935
 PD0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0025+STABILITY: SURFACE MOTION
 PD0025
 PD0025  HISTORY     - Date     Condition        Report By
 PD0025  HISTORY     - 1935     MONUMENTED       CGS
 PD0025  HISTORY     - 1960     GOOD             NGS
 PD0025  HISTORY     - 1978     GOOD             NGS
 PD0025
 PD0025                          STATION DESCRIPTION
 PD0025
 PD0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 PD0025'2.1 MI SW FROM S LUBEC.
 PD0025'2.1 MILES SOUTHWEST ALONG THE ROAD LEADING TO SOUTH TRESCOTT
 PD0025'FROM CHRISTIAN TEMPLE CHURCH AT SOUTH LUBEC, 38 FEET SOUTHEAST
 PD0025'OF THE CENTER OF THE JUNCTION OF A DIRT ROAD LEADING NORTH, 33 FEET
 PD0025'SOUTH OF THE CENTERLINE OF THE MAIN ROAD, 5 FEET EAST OF A 6-INCH
 PD0025'BIRCH TREE, IN THE TOP OF A LARGE GRANITE BOULDER PROJECTING 4 FEET
 PD0025'ABOVE GROUND, AND FOUR FEET HIGHER THAN THE ROAD.  A STANDARD
 PD0025'DISK, STAMPED N 67 1935.
 PD0025
 PD0025                          STATION RECOVERY (1978)
 PD0025
 PD0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PD0025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0105 ***********************************************************************
 PD0105  DESIGNATION -  N 68
 PD0105  PID         -  PD0105
 PD0105  STATE/COUNTY-  ME/WASHINGTON
 PD0105  USGS QUAD   -  CUTLER (1993)
 PD0105
 PD0105                         *CURRENT SURVEY CONTROL
 PD0105  ___________________________________________________________________
 PD0105* NAD 83(1986)-  44 40 00.     (N)    067 14 19.     (W)     SCALED    
 PD0105* NAVD 88     -        14.921  (meters)      48.95   (feet)  POSTED    
 PD0105  ___________________________________________________________________
 PD0105  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 PD0105  DYNAMIC HT  -          14.920 (meters)      48.95  (feet)  COMP
 PD0105  MODELED GRAV-     980,615.8   (mgal)                       NAVD 88
 PD0105
 PD0105  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 PD0105
 PD0105.The horizontal coordinates were scaled from a topographic map and have
 PD0105.an estimated accuracy of +/- 6 seconds.
 PD0105
 PD0105.The orthometric height was determined by differential leveling
 PD0105.and adjusted by the National Geodetic Survey in 1992..
 PD0105.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 PD0105.rate of 4.1 thru 8.0 mm/km.
 PD0105
 PD0105.The geoid height was determined by GEOID03.
 PD0105
 PD0105.The dynamic height is computed by dividing the NAVD 88
 PD0105.geopotential number by the normal gravity value computed on the
 PD0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0105.degrees latitude (g = 980.6199 gals.).
 PD0105
 PD0105.The modeled gravity was interpolated from observed gravity values.
 PD0105
 PD0105;                    North         East    Units  Estimated Accuracy
 PD0105;SPC ME E     -   111,880.      400,020.      MT  (+/- 180 meters Scaled)
 PD0105
 PD0105                          SUPERSEDED SURVEY CONTROL
 PD0105
 PD0105  NGVD 29 (??/??/92)   15.047  (m)           49.37   (f) ADJ UNCH    2 0
 PD0105
 PD0105.Superseded values are not recommended for survey control.
 PD0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0105.See file dsdata.txt to determine how the superseded data were derived.
 PD0105
 PD0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK396474(NAD 83)
 PD0105_MARKER: DB = BENCH MARK DISK
 PD0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PD0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PD0105_STAMPING: N 68 1935
 PD0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0105+STABILITY: SURFACE MOTION
 PD0105
 PD0105  HISTORY     - Date     Condition        Report By
 PD0105  HISTORY     - 1935     MONUMENTED       CGS
 PD0105  HISTORY     - 1946     POOR             NGS
 PD0105  HISTORY     - 1978     MARK NOT FOUND   NGS
 PD0105
 PD0105                          STATION DESCRIPTION
 PD0105
 PD0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PD0105'2 MI NW FROM CUTLER.
 PD0105'2.0 MILES NORTHWEST ALONG STATE HIGHWAY 191 FROM THE POST OFFICE
 PD0105'AT CUTLER, WASHINGTON COUNTY, ABOUT 92 YARDS NORTHWEST OF A
 PD0105'FARMHOUSE, ABOUT 73 YARDS SOUTHEAST OF A 30-INCH CORRUGATED-IRON
 PD0105'CULVERT, AND 22 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY.
 PD0105'A STANDARD DISK, STAMPED N 68 1935 AND SET IN THE TOP OF A
 PD0105'CONCRETE POST PROJECTING ABOUT 1/2 FOOT ABOVE GROUND.  NOTE-- NOT
 PD0105'TO BE USED FOR PRECISE WORK.
 PD0105
 PD0105                          STATION RECOVERY (1946)
 PD0105
 PD0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 PD0105'MARK RECOVERED IN POOR CONDITION.
 PD0105
 PD0105                          STATION RECOVERY (1978)
 PD0105
 PD0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PD0105'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0160 ***********************************************************************
 PE0160  DESIGNATION -  N 7
 PE0160  PID         -  PE0160
 PE0160  STATE/COUNTY-  ME/HANCOCK
 PE0160  USGS QUAD   -  AMHERST (1988)
 PE0160
 PE0160                         *CURRENT SURVEY CONTROL
 PE0160  ___________________________________________________________________
 PE0160* NAD 83(1986)-  44 51 45.     (N)    068 18 37.     (W)     SCALED    
 PE0160* NAVD 88     -        79.904  (meters)     262.15   (feet)  ADJUSTED  
 PE0160  ___________________________________________________________________
 PE0160  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 PE0160  DYNAMIC HT  -          79.900 (meters)     262.14  (feet)  COMP
 PE0160  MODELED GRAV-     980,565.8   (mgal)                       NAVD 88
 PE0160
 PE0160  VERT ORDER  -  SECOND    CLASS 0
 PE0160
 PE0160.The horizontal coordinates were scaled from a topographic map and have
 PE0160.an estimated accuracy of +/- 6 seconds.
 PE0160
 PE0160.The orthometric height was determined by differential leveling
 PE0160.and adjusted by the National Geodetic Survey in June 1991..
 PE0160
 PE0160.The geoid height was determined by GEOID03.
 PE0160
 PE0160.The dynamic height is computed by dividing the NAVD 88
 PE0160.geopotential number by the normal gravity value computed on the
 PE0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0160.degrees latitude (g = 980.6199 gals.).
 PE0160
 PE0160.The modeled gravity was interpolated from observed gravity values.
 PE0160
 PE0160;                    North         East    Units  Estimated Accuracy
 PE0160;SPC ME E     -   132,880.      314,990.      MT  (+/- 180 meters Scaled)
 PE0160
 PE0160                          SUPERSEDED SURVEY CONTROL
 PE0160
 PE0160  NGVD 29 (??/??/92)   80.098  (m)          262.79   (f) ADJ UNCH    2 0
 PE0160
 PE0160.Superseded values are not recommended for survey control.
 PE0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0160.See file dsdata.txt to determine how the superseded data were derived.
 PE0160
 PE0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK544679(NAD 83)
 PE0160_MARKER: DD = SURVEY DISK
 PE0160_SETTING: 80 = SET IN A BOULDER
 PE0160_SP_SET: BOULDER
 PE0160_STAMPING: N 7 1928 ME
 PE0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0160+STABILITY: SURFACE MOTION
 PE0160
 PE0160  HISTORY     - Date     Condition        Report By
 PE0160  HISTORY     - 1928     MONUMENTED       USGS
 PE0160  HISTORY     - 1935     GOOD             NGS
 PE0160
 PE0160                          STATION DESCRIPTION
 PE0160
 PE0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PE0160'1.4 MI E FROM AMHERST.
 PE0160'1.4 MILES EAST ALONG STATE HIGHWAY 9 FROM THE JUNCTION OF STATE
 PE0160'HIGHWAY 179 AT AURORA, HANCOCK COUNTY, 130 YARDS WEST OF THE
 PE0160'JUNCTION OF A ROAD LEADING TO GREAT POND, IN A SMALL VALLEY, 60
 PE0160'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND IN THE TOP OF
 PE0160'A SMALL BOULDER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 PE0160'DISK, STAMPED N 7 1928 ME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0198 ***********************************************************************
 PD0198  DESIGNATION -  N 75
 PD0198  PID         -  PD0198
 PD0198  STATE/COUNTY-  ME/WASHINGTON
 PD0198  USGS QUAD   -  HADLEY LAKE (1987)
 PD0198
 PD0198                         *CURRENT SURVEY CONTROL
 PD0198  ___________________________________________________________________
 PD0198* NAD 83(1986)-  44 50 49.     (N)    067 25 26.     (W)     SCALED    
 PD0198* NAVD 88     -        36.026  (meters)     118.20   (feet)  ADJUSTED  
 PD0198  ___________________________________________________________________
 PD0198  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 PD0198  DYNAMIC HT  -          36.025 (meters)     118.19  (feet)  COMP
 PD0198  MODELED GRAV-     980,583.7   (mgal)                       NAVD 88
 PD0198
 PD0198  VERT ORDER  -  SECOND    CLASS 0
 PD0198
 PD0198.The horizontal coordinates were scaled from a topographic map and have
 PD0198.an estimated accuracy of +/- 6 seconds.
 PD0198
 PD0198.The orthometric height was determined by differential leveling
 PD0198.and adjusted by the National Geodetic Survey in June 1991..
 PD0198
 PD0198.The geoid height was determined by GEOID03.
 PD0198
 PD0198.The dynamic height is computed by dividing the NAVD 88
 PD0198.geopotential number by the normal gravity value computed on the
 PD0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0198.degrees latitude (g = 980.6199 gals.).
 PD0198
 PD0198.The modeled gravity was interpolated from observed gravity values.
 PD0198
 PD0198;                    North         East    Units  Estimated Accuracy
 PD0198;SPC ME E     -   131,700.      385,070.      MT  (+/- 180 meters Scaled)
 PD0198
 PD0198                          SUPERSEDED SURVEY CONTROL
 PD0198
 PD0198  NGVD 29 (??/??/92)   36.234  (m)          118.88   (f) ADJ UNCH    2 0
 PD0198
 PD0198.Superseded values are not recommended for survey control.
 PD0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0198.See file dsdata.txt to determine how the superseded data were derived.
 PD0198
 PD0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK245671(NAD 83)
 PD0198_MARKER: DB = BENCH MARK DISK
 PD0198_SETTING: 80 = SET IN A BOULDER
 PD0198_SP_SET: BOULDER
 PD0198_STAMPING: N 75 1935
 PD0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0198+STABILITY: SURFACE MOTION
 PD0198
 PD0198  HISTORY     - Date     Condition        Report By
 PD0198  HISTORY     - 1935     MONUMENTED       CGS
 PD0198
 PD0198                          STATION DESCRIPTION
 PD0198
 PD0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PD0198'6 MI N FROM JACKSONVILLE.
 PD0198'6.0 MILES NORTH ALONG STATE HIGHWAY 191 FROM JACKSONVILLE,
 PD0198'WASHINGTON COUNTY, 0.8 MILE NORTH OF THE CROSSING OF THE MAINE
 PD0198'CENTRAL RAILROAD, 55 YARDS NORTHWEST OF A FARMHOUSE, AT THE
 PD0198'TOP OF A HILL, 64 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 PD0198'IN THE TOP OF A BOULDER, AND LEVEL WITH THE GROUND.  A STANDARD
 PD0198'DISK, STAMPED N 75 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0115 ***********************************************************************
 PE0115  DESIGNATION -  N 76
 PE0115  PID         -  PE0115
 PE0115  STATE/COUNTY-  ME/HANCOCK
 PE0115  USGS QUAD   -  EASTBROOK (1981)
 PE0115
 PE0115                         *CURRENT SURVEY CONTROL
 PE0115  ___________________________________________________________________
 PE0115* NAD 83(1986)-  44 38 48.     (N)    068 15 43.     (W)     SCALED    
 PE0115* NAVD 88     -        70.866  (meters)     232.50   (feet)  ADJUSTED  
 PE0115  ___________________________________________________________________
 PE0115  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 PE0115  DYNAMIC HT  -          70.861 (meters)     232.48  (feet)  COMP
 PE0115  MODELED GRAV-     980,549.6   (mgal)                       NAVD 88
 PE0115
 PE0115  VERT ORDER  -  SECOND    CLASS 0
 PE0115
 PE0115.The horizontal coordinates were scaled from a topographic map and have
 PE0115.an estimated accuracy of +/- 6 seconds.
 PE0115
 PE0115.The orthometric height was determined by differential leveling
 PE0115.and adjusted by the National Geodetic Survey in June 1991..
 PE0115
 PE0115.The geoid height was determined by GEOID03.
 PE0115
 PE0115.The dynamic height is computed by dividing the NAVD 88
 PE0115.geopotential number by the normal gravity value computed on the
 PE0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0115.degrees latitude (g = 980.6199 gals.).
 PE0115
 PE0115.The modeled gravity was interpolated from observed gravity values.
 PE0115
 PE0115;                    North         East    Units  Estimated Accuracy
 PE0115;SPC ME E     -   108,910.      318,880.      MT  (+/- 180 meters Scaled)
 PE0115
 PE0115                          SUPERSEDED SURVEY CONTROL
 PE0115
 PE0115  NGVD 29 (??/??/92)   71.066  (m)          233.16   (f) ADJ UNCH    2 0
 PE0115
 PE0115.Superseded values are not recommended for survey control.
 PE0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0115.See file dsdata.txt to determine how the superseded data were derived.
 PE0115
 PE0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK585439(NAD 83)
 PE0115_MARKER: DB = BENCH MARK DISK
 PE0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0115_STAMPING: N 76 1935
 PE0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0115+STABILITY: SURFACE MOTION
 PE0115
 PE0115  HISTORY     - Date     Condition        Report By
 PE0115  HISTORY     - 1935     MONUMENTED       CGS
 PE0115  HISTORY     - 1953     GOOD             NGS
 PE0115  HISTORY     - 1987     GOOD             USPSQD
 PE0115
 PE0115                          STATION DESCRIPTION
 PE0115
 PE0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 PE0115'2.2 MI S FROM EASTBROOK.
 PE0115'2.15 MILES SOUTH ALONG STATE HIGHWAY 200 FROM THE BAPTIST CHURCH
 PE0115'AT EASTBROOK, ABOUT 0.25 MILE NORTH OF JUNCTION OF A BLACK TOP
 PE0115'ROAD NORTHWEST TO WEBB POND, AT THE JUNCTION OF A DRIVE EAST TO
 PE0115'A CEMETERY, ON THE SOUTH SLOPE OF A HILL, 22 FEET WEST OF CENTER
 PE0115'LINE OF HIGHWAY, 37 FEET SOUTH OF EXTENDED CENTER LINE OF DRIVE
 PE0115'TO CEMETERY, 4 1/2 FEET WEST-SOUTHWEST OF POWER POLE NO. 74/88,
 PE0115'34 FEET NORTH OF A LONE 4-INCH CEDAR TREE, 74 FEET SOUTH OF
 PE0115'CENTER LINE OF A FARM DRIVE LEADING WEST, ABOUT 3 FEET ABOVE
 PE0115'LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 PE0115'PROJECTING 6 INCHES.
 PE0115
 PE0115                          STATION RECOVERY (1987)
 PE0115
 PE0115'RECOVERY NOTE BY US POWER SQUADRON 1987 (ELG)
 PE0115'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0116 ***********************************************************************
 QF0116  DESIGNATION -  N 78
 QF0116  PID         -  QF0116
 QF0116  STATE/COUNTY-  ME/PENOBSCOT
 QF0116  USGS QUAD   -  DILL HILL (1988)
 QF0116
 QF0116                         *CURRENT SURVEY CONTROL
 QF0116  ___________________________________________________________________
 QF0116* NAD 83(1986)-  45 24 37.     (N)    067 58 49.     (W)     SCALED    
 QF0116* NAVD 88     -       163.686  (meters)     537.03   (feet)  ADJUSTED  
 QF0116  ___________________________________________________________________
 QF0116  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 QF0116  DYNAMIC HT  -         163.685 (meters)     537.02  (feet)  COMP
 QF0116  MODELED GRAV-     980,606.2   (mgal)                       NAVD 88
 QF0116
 QF0116  VERT ORDER  -  SECOND    CLASS 0
 QF0116
 QF0116.The horizontal coordinates were scaled from a topographic map and have
 QF0116.an estimated accuracy of +/- 6 seconds.
 QF0116
 QF0116.The orthometric height was determined by differential leveling
 QF0116.and adjusted by the National Geodetic Survey in June 1991..
 QF0116
 QF0116.The geoid height was determined by GEOID03.
 QF0116
 QF0116.The dynamic height is computed by dividing the NAVD 88
 QF0116.geopotential number by the normal gravity value computed on the
 QF0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0116.degrees latitude (g = 980.6199 gals.).
 QF0116
 QF0116.The modeled gravity was interpolated from observed gravity values.
 QF0116
 QF0116;                    North         East    Units  Estimated Accuracy
 QF0116;SPC ME E     -   193,870.      340,680.      MT  (+/- 180 meters Scaled)
 QF0116
 QF0116                          SUPERSEDED SURVEY CONTROL
 QF0116
 QF0116  NGVD 29 (??/??/92)  163.880  (m)          537.66   (f) ADJ UNCH    2 0
 QF0116
 QF0116.Superseded values are not recommended for survey control.
 QF0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0116.See file dsdata.txt to determine how the superseded data were derived.
 QF0116
 QF0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL797290(NAD 83)
 QF0116_MARKER: DB = BENCH MARK DISK
 QF0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QF0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QF0116_STAMPING: N 78 1935
 QF0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0116+STABILITY: SURFACE MOTION
 QF0116
 QF0116  HISTORY     - Date     Condition        Report By
 QF0116  HISTORY     - 1935     MONUMENTED       CGS
 QF0116  HISTORY     - UNK      GOOD             NGS
 QF0116
 QF0116                          STATION DESCRIPTION
 QF0116
 QF0116'DESCRIBED BY NATIONAL GEODETIC SURVEY UNK
 QF0116'3 MI E FROM CARROLL.
 QF0116'BENCH MARK IS ABOUT 0.3 MILE WEST OF THE CARROLL-KOSSUTH TOWN
 QF0116'LINE, ABOUT 180.0 FEET SOUTHEAST OF THE INTERSECTION OF A TRAIL
 QF0116'LEADING SOUTH, 25.0 FEET SOUTHWEST OF AND ABOUT THE SAME
 QF0116'ELEVATION AS THE CENTERLINE OF THE HIGHWAY, AND 3.0 FEET EAST OF
 QF0116'A 4 BY 4 INCH WOODEN MARKER POST.  A DISK SET IN PRECAST CONCRETE
 QF0116'POST PROJECTING 0.5 FOOT.  NOTE-- TO REACH FROM THE GENERAL STORE
 QF0116'AT CARROLL, PROCEED EASTERLY ON STATE HIGHWAY NUMBER 16 AND GO
 QF0116'3.0 MILES TO SITE OF BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0412 ***********************************************************************
 PE0412  DESIGNATION -  N 8
 PE0412  PID         -  PE0412
 PE0412  STATE/COUNTY-  ME/HANCOCK
 PE0412  USGS QUAD   -  GREEN LAKE (1982)
 PE0412
 PE0412                         *CURRENT SURVEY CONTROL
 PE0412  ___________________________________________________________________
 PE0412* NAD 83(1986)-  44 41 58.     (N)    068 36 05.     (W)     SCALED    
 PE0412* NAVD 88     -        77.147  (meters)     253.11   (feet)  ADJUSTED  
 PE0412  ___________________________________________________________________
 PE0412  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 PE0412  DYNAMIC HT  -          77.142 (meters)     253.09  (feet)  COMP
 PE0412  MODELED GRAV-     980,544.7   (mgal)                       NAVD 88
 PE0412
 PE0412  VERT ORDER  -  FIRST     CLASS I
 PE0412
 PE0412.The horizontal coordinates were scaled from a topographic map and have
 PE0412.an estimated accuracy of +/- 6 seconds.
 PE0412
 PE0412.The orthometric height was determined by differential leveling
 PE0412.and adjusted by the National Geodetic Survey in June 1991..
 PE0412.WARNING-Repeat measurements at this control monument indicate possible
 PE0412.vertical movement.
 PE0412
 PE0412.The geoid height was determined by GEOID03.
 PE0412
 PE0412.The dynamic height is computed by dividing the NAVD 88
 PE0412.geopotential number by the normal gravity value computed on the
 PE0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0412.degrees latitude (g = 980.6199 gals.).
 PE0412
 PE0412.The modeled gravity was interpolated from observed gravity values.
 PE0412
 PE0412;                    North         East    Units  Estimated Accuracy
 PE0412;SPC ME E     -   114,750.      291,970.      MT  (+/- 180 meters Scaled)
 PE0412
 PE0412                          SUPERSEDED SURVEY CONTROL
 PE0412
 PE0412  NGVD 29 (??/??/92)   77.344  (m)          253.75   (f) ADJ UNCH    1 1
 PE0412
 PE0412.Superseded values are not recommended for survey control.
 PE0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0412.See file dsdata.txt to determine how the superseded data were derived.
 PE0412
 PE0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK315496(NAD 83)
 PE0412_MARKER: DB = BENCH MARK DISK
 PE0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0412_STAMPING: N 8 1927 253.503
 PE0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0412+STABILITY: SURFACE MOTION
 PE0412
 PE0412  HISTORY     - Date     Condition        Report By
 PE0412  HISTORY     - 1927     MONUMENTED       CGS
 PE0412  HISTORY     - 1966     GOOD             NGS
 PE0412  HISTORY     - 1978     GOOD             DMA
 PE0412  HISTORY     - 1987     GOOD             USPSQD
 PE0412
 PE0412                          STATION DESCRIPTION
 PE0412
 PE0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0412'3.3 MI SE FROM EAST HOLDEN.
 PE0412'3.3 MILES SOUTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE0412'CROSSING OF STATE HIGHWAY 46 AT EAST HOLDEN, ABOUT 0.2 MILE
 PE0412'NORTH OF MILEPOST P151/C119, 101 FEET WEST OF THE CENTER OF A
 PE0412'ROAD CROSSING, 99 FEET NORTHWEST OF THE CENTER OF A ROAD
 PE0412'JUNCTION, 22.3 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 6.5 FEET
 PE0412'SOUTHEAST OF A RIGHT-OF-WAY FENCE, ABOUT 4 1/2 FEET BELOW THE
 PE0412'LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PE0412'0.4 FOOT.  NOTE-- THE 1942 DESCRIPTION REPORTS THIS MARK
 PE0412'PROJECTING 0.8 FOOT.
 PE0412
 PE0412                          STATION RECOVERY (1978)
 PE0412
 PE0412'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PE0412'RECOVERED IN GOOD CONDITION.
 PE0412
 PE0412                          STATION RECOVERY (1987)
 PE0412
 PE0412'RECOVERY NOTE BY US POWER SQUADRON 1987 (ELG)
 PE0412'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0543 ***********************************************************************
 QG0543  DESIGNATION -  N 80
 QG0543  PID         -  QG0543
 QG0543  STATE/COUNTY-  ME/PISCATAQUIS
 QG0543  USGS QUAD   -  ABOL POND (1988)
 QG0543
 QG0543                         *CURRENT SURVEY CONTROL
 QG0543  ___________________________________________________________________
 QG0543* NAD 83(1986)-  45 46 17.     (N)    068 53 04.     (W)     SCALED    
 QG0543* NAVD 88     -       171.851  (meters)     563.81   (feet)  ADJUSTED  
 QG0543  ___________________________________________________________________
 QG0543  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 QG0543  DYNAMIC HT  -         171.853 (meters)     563.82  (feet)  COMP
 QG0543  MODELED GRAV-     980,624.7   (mgal)                       NAVD 88
 QG0543
 QG0543  VERT ORDER  -  SECOND    CLASS 0
 QG0543
 QG0543.The horizontal coordinates were scaled from a topographic map and have
 QG0543.an estimated accuracy of +/- 6 seconds.
 QG0543
 QG0543.The orthometric height was determined by differential leveling
 QG0543.and adjusted by the National Geodetic Survey in June 1991..
 QG0543
 QG0543.The geoid height was determined by GEOID03.
 QG0543
 QG0543.The dynamic height is computed by dividing the NAVD 88
 QG0543.geopotential number by the normal gravity value computed on the
 QG0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0543.degrees latitude (g = 980.6199 gals.).
 QG0543
 QG0543.The modeled gravity was interpolated from observed gravity values.
 QG0543
 QG0543;                    North         East    Units  Estimated Accuracy
 QG0543;SPC ME E     -   233,940.      270,100.      MT  (+/- 180 meters Scaled)
 QG0543
 QG0543                          SUPERSEDED SURVEY CONTROL
 QG0543
 QG0543  NGVD 29 (??/??/92)  172.012  (m)          564.34   (f) ADJ UNCH    2 0
 QG0543
 QG0543.Superseded values are not recommended for survey control.
 QG0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0543.See file dsdata.txt to determine how the superseded data were derived.
 QG0543
 QG0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL089686(NAD 83)
 QG0543_MARKER: DB = BENCH MARK DISK
 QG0543_SETTING: 80 = SET IN A BOULDER
 QG0543_SP_SET: BOULDER
 QG0543_STAMPING: N 80 1942
 QG0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0543+STABILITY: SURFACE MOTION
 QG0543
 QG0543  HISTORY     - Date     Condition        Report By
 QG0543  HISTORY     - 1942     MONUMENTED       CGS
 QG0543
 QG0543                          STATION DESCRIPTION
 QG0543
 QG0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0543'12 MI NW FROM MILLINOCKET.
 QG0543'IN PISCATAQUIS COUNTY, 12.0 MILES NORTHWEST ALONG THE BAXTER STATE
 QG0543'PARK ROAD FROM THE BANGOR AND AROOSTOOK RAILROAD STATION AT
 QG0543'MILLINOCKET, PENOBSCOT COUNTY, 3.9 MILES NORTHWEST OF THE ENTRANCE
 QG0543'TO THE MILLINOCKET LAKE CAMP GROUNDS, 100 FEET SOUTHEAST OF THE
 QG0543'CREST OF A SMALL HILL, 22 FEET NORTHEAST OF THE CENTER LINE OF THE
 QG0543'ROAD, 7 FEET NORTH OF A LARGE SHARP-POINTED BOULDER, 6 FEET
 QG0543'SOUTHEAST OF A POLE, IN THE TOP OF A 5- BY 7-FOOT FLAT-TOPPED
 QG0543'GRANITE BOULDER, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED
 QG0543'N 80 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0673 ***********************************************************************
 QG0673  DESIGNATION -  N 81
 QG0673  PID         -  QG0673
 QG0673  STATE/COUNTY-  ME/PISCATAQUIS
 QG0673  USGS QUAD   -  DOUBLETOP MTN (1988)
 QG0673
 QG0673                         *CURRENT SURVEY CONTROL
 QG0673  ___________________________________________________________________
 QG0673* NAD 83(1986)-  45 58 19.     (N)    069 05 27.     (W)     SCALED    
 QG0673* NAVD 88     -       447.149  (meters)    1467.02   (feet)  ADJUSTED  
 QG0673  ___________________________________________________________________
 QG0673  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 QG0673  DYNAMIC HT  -         447.151 (meters)    1467.03  (feet)  COMP
 QG0673  MODELED GRAV-     980,606.1   (mgal)                       NAVD 88
 QG0673
 QG0673  VERT ORDER  -  SECOND    CLASS 0
 QG0673
 QG0673.The horizontal coordinates were scaled from a topographic map and have
 QG0673.an estimated accuracy of +/- 6 seconds.
 QG0673
 QG0673.The orthometric height was determined by differential leveling
 QG0673.and adjusted by the National Geodetic Survey in June 1991..
 QG0673
 QG0673.The geoid height was determined by GEOID03.
 QG0673
 QG0673.The dynamic height is computed by dividing the NAVD 88
 QG0673.geopotential number by the normal gravity value computed on the
 QG0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0673.degrees latitude (g = 980.6199 gals.).
 QG0673
 QG0673.The modeled gravity was interpolated from observed gravity values.
 QG0673
 QG0673;                    North         East    Units  Estimated Accuracy
 QG0673;SPC ME E     -   256,330.      254,210.      MT  (+/- 180 meters Scaled)
 QG0673
 QG0673                          SUPERSEDED SURVEY CONTROL
 QG0673
 QG0673  NGVD 29 (??/??/92)  447.302  (m)         1467.52   (f) ADJ UNCH    2 0
 QG0673
 QG0673.Superseded values are not recommended for survey control.
 QG0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0673.See file dsdata.txt to determine how the superseded data were derived.
 QG0673
 QG0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL929909(NAD 83)
 QG0673_MARKER: DB = BENCH MARK DISK
 QG0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0673_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0673_STAMPING: N 81 1942
 QG0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0673+STABILITY: SURFACE MOTION
 QG0673
 QG0673  HISTORY     - Date     Condition        Report By
 QG0673  HISTORY     - 1942     MONUMENTED       CGS
 QG0673  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 QG0673
 QG0673                          STATION DESCRIPTION
 QG0673
 QG0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0673'34.2 MI NW FROM MILLINOCKET.
 QG0673'IN PISCATAQUIS COUNTY, 34.2 MILES NORTHWEST OF MILLINOCKET,
 QG0673'PENOBSCOT COUNTY.  THIS BENCH MARK MAY BE REACHED FROM THE BANGOR
 QG0673'AND AROOSTOOK RAILROAD STATION BY GOING 24.2 MILES NORTHWEST ALONG
 QG0673'THE BAXTER STATE PARK ROAD TO THE KATAHDIN STREAM RANGER STATION,
 QG0673'THENCE 9.0 MILES NORTHWEST PAST THE RANGER STATION TO THE JUNCTION
 QG0673'OF THE CAMP PHOENIX ROAD, AND THENCE 1.0 MILE WEST ALONG THE ROAD
 QG0673'TO RIPOGENUS DAM.  IT IS NEAR THE TOP OF A SHORT STEEP GRADE, 38
 QG0673'FEET NORTH ACROSS THE ROAD FROM A POLE WITH A GUY WIRE, 16 FEET
 QG0673'NORTH OF THE CENTER LINE OF THE ROAD, 3 FEET EAST OF A WHITE
 QG0673'WOODEN WITNESS POST, AND LEVEL WITH THE ROAD.  A STANDARD DISK,
 QG0673'STAMPED N 81 1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 QG0673'0.5 FOOT ABOVE GROUND.
 QG0673
 QG0673                          STATION RECOVERY (1984)
 QG0673
 QG0673'RECOVERY NOTE BY US POWER SQUADRON 1984 (RPS)
 QG0673'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0057 ***********************************************************************
 QG0057  DESIGNATION -  N 82
 QG0057  PID         -  QG0057
 QG0057  STATE/COUNTY-  ME/PENOBSCOT
 QG0057  USGS QUAD   -  KINGMAN (1988)
 QG0057
 QG0057                         *CURRENT SURVEY CONTROL
 QG0057  ___________________________________________________________________
 QG0057* NAD 83(1986)-  45 31 16.     (N)    068 08 24.     (W)     SCALED    
 QG0057* NAVD 88     -       105.667  (meters)     346.68   (feet)  ADJUSTED  
 QG0057  ___________________________________________________________________
 QG0057  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 QG0057  DYNAMIC HT  -         105.668 (meters)     346.68  (feet)  COMP
 QG0057  MODELED GRAV-     980,623.6   (mgal)                       NAVD 88
 QG0057
 QG0057  VERT ORDER  -  SECOND    CLASS 0
 QG0057
 QG0057.The horizontal coordinates were scaled from a topographic map and have
 QG0057.an estimated accuracy of +/- 6 seconds.
 QG0057
 QG0057.The orthometric height was determined by differential leveling
 QG0057.and adjusted by the National Geodetic Survey in June 1991..
 QG0057
 QG0057.The geoid height was determined by GEOID03.
 QG0057
 QG0057.The dynamic height is computed by dividing the NAVD 88
 QG0057.geopotential number by the normal gravity value computed on the
 QG0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0057.degrees latitude (g = 980.6199 gals.).
 QG0057
 QG0057.The modeled gravity was interpolated from observed gravity values.
 QG0057
 QG0057;                    North         East    Units  Estimated Accuracy
 QG0057;SPC ME E     -   206,120.      328,120.      MT  (+/- 180 meters Scaled)
 QG0057
 QG0057                          SUPERSEDED SURVEY CONTROL
 QG0057
 QG0057  NGVD 29 (??/??/92)  105.850  (m)          347.28   (f) ADJ UNCH    2 0
 QG0057
 QG0057.Superseded values are not recommended for survey control.
 QG0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0057.See file dsdata.txt to determine how the superseded data were derived.
 QG0057
 QG0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL671412(NAD 83)
 QG0057_MARKER: DB = BENCH MARK DISK
 QG0057_SETTING: 80 = SET IN A BOULDER
 QG0057_SP_SET: BOULDER
 QG0057_STAMPING: N 82 1942
 QG0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0057+STABILITY: SURFACE MOTION
 QG0057
 QG0057  HISTORY     - Date     Condition        Report By
 QG0057  HISTORY     - 1942     MONUMENTED       CGS
 QG0057
 QG0057                          STATION DESCRIPTION
 QG0057
 QG0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0057'4.2 MI SE FROM KINGMAN.
 QG0057'4.2 MILES SOUTHEAST ALONG STATE HIGHWAY 170 FROM THE MAINE CENTRAL
 QG0057'RAILROAD STATION AT KINGMAN, PENOBSCOT COUNTY, AT THE
 QG0057'PRENTISS-WEBSTER TOWN LINE, 105 FEET SOUTH OF THE TOWNLINE SIGN,
 QG0057'35 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, IN TOP OF A
 QG0057'6- BY 8-FOOT BOULDER ABOUT 3 FEET HIGH, AND ABOUT 3 FEET HIGHER
 QG0057'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED N 82 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0372 ***********************************************************************
 QG0372  DESIGNATION -  N 83
 QG0372  PID         -  QG0372
 QG0372  STATE/COUNTY-  ME/PENOBSCOT
 QG0372  USGS QUAD   -  LAGRANGE (1983)
 QG0372
 QG0372                         *CURRENT SURVEY CONTROL
 QG0372  ___________________________________________________________________
 QG0372* NAD 83(1986)-  45 11 30.     (N)    068 49 28.     (W)     SCALED    
 QG0372* NAVD 88     -       115.879  (meters)     380.18   (feet)  ADJUSTED  
 QG0372  ___________________________________________________________________
 QG0372  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 QG0372  DYNAMIC HT  -         115.877 (meters)     380.17  (feet)  COMP
 QG0372  MODELED GRAV-     980,600.1   (mgal)                       NAVD 88
 QG0372
 QG0372  VERT ORDER  -  SECOND    CLASS 0
 QG0372
 QG0372.The horizontal coordinates were scaled from a topographic map and have
 QG0372.an estimated accuracy of +/- 6 seconds.
 QG0372
 QG0372.The orthometric height was determined by differential leveling
 QG0372.and adjusted by the National Geodetic Survey in June 1991..
 QG0372
 QG0372.The geoid height was determined by GEOID03.
 QG0372
 QG0372.The dynamic height is computed by dividing the NAVD 88
 QG0372.geopotential number by the normal gravity value computed on the
 QG0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0372.degrees latitude (g = 980.6199 gals.).
 QG0372
 QG0372.The modeled gravity was interpolated from observed gravity values.
 QG0372
 QG0372;                    North         East    Units  Estimated Accuracy
 QG0372;SPC ME E     -   169,490.      274,510.      MT  (+/- 180 meters Scaled)
 QG0372
 QG0372                          SUPERSEDED SURVEY CONTROL
 QG0372
 QG0372  NGVD 29 (??/??/92)  116.075  (m)          380.82   (f) ADJ UNCH    2 0
 QG0372
 QG0372.Superseded values are not recommended for survey control.
 QG0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0372.See file dsdata.txt to determine how the superseded data were derived.
 QG0372
 QG0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL137042(NAD 83)
 QG0372_MARKER: DB = BENCH MARK DISK
 QG0372_SETTING: 80 = SET IN A BOULDER
 QG0372_SP_SET: BOULDER
 QG0372_STAMPING: N 83 1942
 QG0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0372+STABILITY: SURFACE MOTION
 QG0372
 QG0372  HISTORY     - Date     Condition        Report By
 QG0372  HISTORY     - 1942     MONUMENTED       CGS
 QG0372
 QG0372                          STATION DESCRIPTION
 QG0372
 QG0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0372'2 MI NE FROM LA GRANGE.
 QG0372'2.0 MILES NORTHEAST ALONG STATE HIGHWAY 11 FROM THE HIGH SCHOOL
 QG0372'AT LA GRANGE, PENOBSCOT COUNTY, AT THE NORTHEAST END OF A SMALL
 QG0372'HIGHWAY CUT, AT THE NORTHEAST EDGE OF A GROUP OF LARGE BOULDERS,
 QG0372'IN THE TOP OF A 5-FOOT GRANITE BOULDER PROJECTING ABOUT 2 FEET
 QG0372'ABOVE GROUND, 28 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 QG0372'AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 QG0372'N 83 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0571 ***********************************************************************
 PE0571  DESIGNATION -  N 84
 PE0571  PID         -  PE0571
 PE0571  STATE/COUNTY-  ME/PENOBSCOT
 PE0571  USGS QUAD   -  OLD TOWN (1988)
 PE0571
 PE0571                         *CURRENT SURVEY CONTROL
 PE0571  ___________________________________________________________________
 PE0571* NAD 83(1986)-  44 57 34.     (N)    068 41 48.     (W)     SCALED    
 PE0571* NAVD 88     -        34.118  (meters)     111.94   (feet)  ADJUSTED  
 PE0571  ___________________________________________________________________
 PE0571  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 PE0571  DYNAMIC HT  -          34.117 (meters)     111.93  (feet)  COMP
 PE0571  MODELED GRAV-     980,598.6   (mgal)                       NAVD 88
 PE0571
 PE0571  VERT ORDER  -  SECOND    CLASS 0
 PE0571
 PE0571.The horizontal coordinates were scaled from a topographic map and have
 PE0571.an estimated accuracy of +/- 6 seconds.
 PE0571
 PE0571.The orthometric height was determined by differential leveling
 PE0571.and adjusted by the National Geodetic Survey in June 1991..
 PE0571.WARNING-Repeat measurements at this control monument indicate possible
 PE0571.vertical movement.
 PE0571
 PE0571.The geoid height was determined by GEOID03.
 PE0571
 PE0571.The dynamic height is computed by dividing the NAVD 88
 PE0571.geopotential number by the normal gravity value computed on the
 PE0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0571.degrees latitude (g = 980.6199 gals.).
 PE0571
 PE0571.The modeled gravity was interpolated from observed gravity values.
 PE0571
 PE0571;                    North         East    Units  Estimated Accuracy
 PE0571;SPC ME E     -   143,660.      284,480.      MT  (+/- 180 meters Scaled)
 PE0571
 PE0571                          SUPERSEDED SURVEY CONTROL
 PE0571
 PE0571  NGVD 29 (??/??/92)   34.323  (m)          112.61   (f) ADJ UNCH    2 0
 PE0571
 PE0571.Superseded values are not recommended for survey control.
 PE0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0571.See file dsdata.txt to determine how the superseded data were derived.
 PE0571
 PE0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK239784(NAD 83)
 PE0571_MARKER: DB = BENCH MARK DISK
 PE0571_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE0571_SP_SET: ABUTMENT
 PE0571_STAMPING: N 84 1942
 PE0571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0571
 PE0571  HISTORY     - Date     Condition        Report By
 PE0571  HISTORY     - 1942     MONUMENTED       CGS
 PE0571  HISTORY     - 1958     GOOD             NGS
 PE0571  HISTORY     - 1989     POOR             USPSQD
 PE0571  HISTORY     - 1990     POOR             USPSQD
 PE0571
 PE0571                          STATION DESCRIPTION
 PE0571
 PE0571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 PE0571'3.4 MI NW FROM OLD TOWN.
 PE0571'2.95 MILES NORTHWEST ALONG STATE HIGHWAY 43 FROM ITS JUNCTION
 PE0571'WITH U.S. HIGHWAY 2 AT OLD TOWN, THENCE 0.5 MILES NORTH ALONG
 PE0571'STATE HIGHWAY 16, SET IN THE TOP OF THE WEST END OF THE SOUTH
 PE0571'ABUTMENT OF A 100-FOOT STEEL BRIDGE, 16 FEET WEST OF THE CENTER
 PE0571'LINE OF THE HIGHWAY, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 PE0571
 PE0571                          STATION RECOVERY (1989)
 PE0571
 PE0571'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELG)
 PE0571'MARK RECOVERED IN POOR CONDITION.
 PE0571
 PE0571                          STATION RECOVERY (1990)
 PE0571
 PE0571'RECOVERY NOTE BY US POWER SQUADRON 1990 (ELG)
 PE0571'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0630 ***********************************************************************
 QG0630  DESIGNATION -  N 85
 QG0630  PID         -  QG0630
 QG0630  STATE/COUNTY-  ME/PISCATAQUIS
 QG0630  USGS QUAD   -  NUMBER FOUR MTN (1988)
 QG0630
 QG0630                         *CURRENT SURVEY CONTROL
 QG0630  ___________________________________________________________________
 QG0630* NAD 83(1986)-  45 36 28.     (N)    069 29 50.     (W)     SCALED    
 QG0630* NAVD 88     -       325.983  (meters)    1069.50   (feet)  ADJUSTED  
 QG0630  ___________________________________________________________________
 QG0630  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 QG0630  DYNAMIC HT  -         325.978 (meters)    1069.48  (feet)  COMP
 QG0630  MODELED GRAV-     980,590.3   (mgal)                       NAVD 88
 QG0630
 QG0630  VERT ORDER  -  SECOND    CLASS 0
 QG0630
 QG0630.The horizontal coordinates were scaled from a topographic map and have
 QG0630.an estimated accuracy of +/- 6 seconds.
 QG0630
 QG0630.The orthometric height was determined by differential leveling
 QG0630.and adjusted by the National Geodetic Survey in June 1991..
 QG0630
 QG0630.The geoid height was determined by GEOID03.
 QG0630
 QG0630.The dynamic height is computed by dividing the NAVD 88
 QG0630.geopotential number by the normal gravity value computed on the
 QG0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0630.degrees latitude (g = 980.6199 gals.).
 QG0630
 QG0630.The modeled gravity was interpolated from observed gravity values.
 QG0630
 QG0630;                    North         East    Units  Estimated Accuracy
 QG0630;SPC ME E     -   216,170.      222,220.      MT  (+/- 180 meters Scaled)
 QG0630
 QG0630                          SUPERSEDED SURVEY CONTROL
 QG0630
 QG0630  NGVD 29 (??/??/92)  326.150  (m)         1070.04   (f) ADJ UNCH    2 0
 QG0630
 QG0630.Superseded values are not recommended for survey control.
 QG0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0630.See file dsdata.txt to determine how the superseded data were derived.
 QG0630
 QG0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL612505(NAD 83)
 QG0630_MARKER: DB = BENCH MARK DISK
 QG0630_SETTING: 66 = SET IN ROCK OUTCROP
 QG0630_SP_SET: ROCK OUTCROP
 QG0630_STAMPING: N 85 1942
 QG0630_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0630+STABILITY: POSITION/ELEVATION WELL
 QG0630
 QG0630  HISTORY     - Date     Condition        Report By
 QG0630  HISTORY     - 1942     MONUMENTED       CGS
 QG0630
 QG0630                          STATION DESCRIPTION
 QG0630
 QG0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0630'0.7 MI N FROM LILY BAY.
 QG0630'0.7 MILE NORTH ALONG A GRAVEL ROAD FROM THE HOTEL AT LILY BAY,
 QG0630'PISCATAQUIS COUNTY, 200 FEET NORTH OF AN OPEN HAY FIELD, 36
 QG0630'FEET NORTHWEST OF POLE 464, 21 FEET EAST OF THE CENTER LINE OF
 QG0630'THE ROAD, IN THE TOP OF A LARGE ROCK OUTCROP, AND ABOUT 3
 QG0630'FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED N 85 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0655 ***********************************************************************
 QG0655  DESIGNATION -  N 86
 QG0655  PID         -  QG0655
 QG0655  STATE/COUNTY-  ME/PISCATAQUIS
 QG0655  USGS QUAD   -  RAINBOW LAKE WEST (1988)
 QG0655
 QG0655                         *CURRENT SURVEY CONTROL
 QG0655  ___________________________________________________________________
 QG0655* NAD 83(1986)-  45 50 49.     (N)    069 13 45.     (W)     SCALED    
 QG0655* NAVD 88     -       320.853  (meters)    1052.67   (feet)  ADJUSTED  
 QG0655  ___________________________________________________________________
 QG0655  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 QG0655  DYNAMIC HT  -         320.859 (meters)    1052.68  (feet)  COMP
 QG0655  MODELED GRAV-     980,626.1   (mgal)                       NAVD 88
 QG0655
 QG0655  VERT ORDER  -  SECOND    CLASS 0
 QG0655
 QG0655.The horizontal coordinates were scaled from a topographic map and have
 QG0655.an estimated accuracy of +/- 6 seconds.
 QG0655
 QG0655.The orthometric height was determined by differential leveling
 QG0655.and adjusted by the National Geodetic Survey in June 1991..
 QG0655
 QG0655.The geoid height was determined by GEOID03.
 QG0655
 QG0655.The dynamic height is computed by dividing the NAVD 88
 QG0655.geopotential number by the normal gravity value computed on the
 QG0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0655.degrees latitude (g = 980.6199 gals.).
 QG0655
 QG0655.The modeled gravity was interpolated from observed gravity values.
 QG0655
 QG0655;                    North         East    Units  Estimated Accuracy
 QG0655;SPC ME E     -   242,520.      243,370.      MT  (+/- 180 meters Scaled)
 QG0655
 QG0655                          SUPERSEDED SURVEY CONTROL
 QG0655
 QG0655  NGVD 29 (??/??/92)  321.011  (m)         1053.18   (f) ADJ UNCH    2 0
 QG0655
 QG0655.Superseded values are not recommended for survey control.
 QG0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0655.See file dsdata.txt to determine how the superseded data were derived.
 QG0655
 QG0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL822770(NAD 83)
 QG0655_MARKER: DB = BENCH MARK DISK
 QG0655_SETTING: 66 = SET IN ROCK OUTCROP
 QG0655_SP_SET: ROCK OUTCROP
 QG0655_STAMPING: N 86 1942
 QG0655_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0655+STABILITY: POSITION/ELEVATION WELL
 QG0655
 QG0655  HISTORY     - Date     Condition        Report By
 QG0655  HISTORY     - 1942     MONUMENTED       CGS
 QG0655  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 QG0655
 QG0655                          STATION DESCRIPTION
 QG0655
 QG0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0655'4.4 MI S FROM RIPOGENUS DAM.
 QG0655'4.4 MILES SOUTH ALONG A GRAVEL ROAD FROM RIPOGENUS DAM, PISCATAQUIS
 QG0655'COUNTY, 1.1 MILES NORTH OF THE STATE GAME WARDENS CAMP, 200
 QG0655'FEET SOUTH OF A CURVE, 18 FEET EAST OF THE CENTER LINE OF THE
 QG0655'ROAD, 27 FEET SOUTH OF A POLE, IN THE TOP OF A LARGE ROCK
 QG0655'OUTCROP, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.  A STANDARD DISK,
 QG0655'STAMPED N 86 1942.
 QG0655
 QG0655                          STATION RECOVERY (1984)
 QG0655
 QG0655'RECOVERY NOTE BY US POWER SQUADRON 1984 (RPS)
 QG0655'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0844 ***********************************************************************
 QG0844  DESIGNATION -  N 87
 QG0844  PID         -  QG0844
 QG0844  STATE/COUNTY-  ME/PISCATAQUIS
 QG0844  USGS QUAD   -  FOSTER RIDGE (1989)
 QG0844
 QG0844                         *CURRENT SURVEY CONTROL
 QG0844  ___________________________________________________________________
 QG0844* NAD 83(1986)-  45 08 04.     (N)    069 38 20.     (W)     SCALED    
 QG0844* NAVD 88     -       349.662  (meters)    1147.18   (feet)  ADJUSTED  
 QG0844  ___________________________________________________________________
 QG0844  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 QG0844  DYNAMIC HT  -         349.636 (meters)    1147.10  (feet)  COMP
 QG0844  MODELED GRAV-     980,533.7   (mgal)                       NAVD 88
 QG0844
 QG0844  VERT ORDER  -  SECOND    CLASS 0
 QG0844
 QG0844.The horizontal coordinates were scaled from a topographic map and have
 QG0844.an estimated accuracy of +/- 6 seconds.
 QG0844
 QG0844.The orthometric height was determined by differential leveling
 QG0844.and adjusted by the National Geodetic Survey in June 1991..
 QG0844
 QG0844.The geoid height was determined by GEOID03.
 QG0844
 QG0844.The dynamic height is computed by dividing the NAVD 88
 QG0844.geopotential number by the normal gravity value computed on the
 QG0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0844.degrees latitude (g = 980.6199 gals.).
 QG0844
 QG0844.The modeled gravity was interpolated from observed gravity values.
 QG0844
 QG0844;                    North         East    Units  Estimated Accuracy
 QG0844;SPC ME E     -   163,710.      210,420.      MT  (+/- 180 meters Scaled)
 QG0844
 QG0844                          SUPERSEDED SURVEY CONTROL
 QG0844
 QG0844  NGVD 29 (??/??/92)  349.838  (m)         1147.76   (f) ADJ UNCH    2 0
 QG0844
 QG0844.Superseded values are not recommended for survey control.
 QG0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0844.See file dsdata.txt to determine how the superseded data were derived.
 QG0844
 QG0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK497980(NAD 83)
 QG0844_MARKER: DB = BENCH MARK DISK
 QG0844_SETTING: 80 = SET IN A BOULDER
 QG0844_SP_SET: BOULDER
 QG0844_STAMPING: N 87 1942
 QG0844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0844+STABILITY: SURFACE MOTION
 QG0844
 QG0844  HISTORY     - Date     Condition        Report By
 QG0844  HISTORY     - 1942     MONUMENTED       CGS
 QG0844
 QG0844                          STATION DESCRIPTION
 QG0844
 QG0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0844'1.2 MI NE FROM KINGSBURY.
 QG0844'1.2 MILES NORTHEAST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE
 QG0844'AT KINGSBURY, PISCATAQUIS COUNTY, ABOUT 300 FEET EAST ACROSS
 QG0844'THE ROAD FROM A 2-STORY FRAME HOUSE, JUST OUTSIDE THE NORTH
 QG0844'CORNER OF A SMALL GARDEN, 54 FEET SOUTHEAST OF THE CENTER LINE
 QG0844'OF THE HIGHWAY, 10 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE,
 QG0844'ABOUT 2 FEET LOWER THAN THE HIGHWAY, AND IN THE TOP OF AN 8- BY
 QG0844'8-FOOT BOULDER PROJECTING ABOUT 1 FOOT ABOVE GROUND.  A STANDARD
 QG0844'DISK, STAMPED N 87 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0279 ***********************************************************************
 PD0279  DESIGNATION -  N 88
 PD0279  PID         -  PD0279
 PD0279  STATE/COUNTY-  ME/WASHINGTON
 PD0279  USGS QUAD   -  CHERRYFIELD (1978)
 PD0279
 PD0279                         *CURRENT SURVEY CONTROL
 PD0279  ___________________________________________________________________
 PD0279* NAD 83(1986)-  44 36 09.     (N)    067 56 35.     (W)     SCALED    
 PD0279* NAVD 88     -        32.710  (meters)     107.32   (feet)  ADJUSTED  
 PD0279  ___________________________________________________________________
 PD0279  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 PD0279  DYNAMIC HT  -          32.708 (meters)     107.31  (feet)  COMP
 PD0279  MODELED GRAV-     980,575.8   (mgal)                       NAVD 88
 PD0279  OBS GRAVITY -     980,576.7   (mgal)                       GRAV_OBS
 PD0279
 PD0279  VERT ORDER  -  FIRST     CLASS I
 PD0279
 PD0279.The horizontal coordinates were scaled from a topographic map and have
 PD0279.an estimated accuracy of +/- 6 seconds.
 PD0279
 PD0279.The orthometric height was determined by differential leveling
 PD0279.and adjusted by the National Geodetic Survey in June 1991..
 PD0279
 PD0279.The geoid height was determined by GEOID03.
 PD0279
 PD0279.The dynamic height is computed by dividing the NAVD 88
 PD0279.geopotential number by the normal gravity value computed on the
 PD0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0279.degrees latitude (g = 980.6199 gals.).
 PD0279
 PD0279.The modeled gravity was interpolated from observed gravity values.
 PD0279.The observed gravity was obtained from relative gravimeter ties
 PD0279.to the IGSN71 gravity network.
 PD0279
 PD0279;                    North         East    Units  Estimated Accuracy
 PD0279;SPC ME E     -   104,130.      344,210.      MT  (+/- 180 meters Scaled)
 PD0279
 PD0279                          SUPERSEDED SURVEY CONTROL
 PD0279
 PD0279  NGVD 29 (??/??/92)   32.917  (m)          108.00   (f) ADJ UNCH    1 1
 PD0279
 PD0279.Superseded values are not recommended for survey control.
 PD0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0279.See file dsdata.txt to determine how the superseded data were derived.
 PD0279
 PD0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK838393(NAD 83)
 PD0279_MARKER: DB = BENCH MARK DISK
 PD0279_SETTING: 80 = SET IN A BOULDER
 PD0279_SP_SET: BOULDER
 PD0279_STAMPING: N 88 1942
 PD0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0279+STABILITY: SURFACE MOTION
 PD0279
 PD0279  HISTORY     - Date     Condition        Report By
 PD0279  HISTORY     - 1942     MONUMENTED       CGS
 PD0279  HISTORY     - 1966     GOOD             NGS
 PD0279  HISTORY     - 1978     GOOD             DMA
 PD0279
 PD0279                          STATION DESCRIPTION
 PD0279
 PD0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PD0279'1 MI SW FROM CHERRYFIELD.
 PD0279'1.0 MILE SOUTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PD0279'STATION AT CHERRYFIELD, ABOUT 0.1 MILE NORTHEAST OF MILEPOST
 PD0279'P196/C74, ABOUT 0.15 MILE SOUTHWEST OF THE CROSSING OF STATE
 PD0279'HIGHWAY 182, IN THE TOP OF AN EMBEDDED BOULDER THAT THE EXPOSED
 PD0279'PORTION IS 5 FEET ACROSS AND PROJECTS 2 1/2 FEET, 50 FEET
 PD0279'NORTHWEST OF THE NORTHWEST RAIL, 19 FEET NORTH OF A 24-INCH OAK
 PD0279'TREE, AND ABOUT LEVEL WITH THE TRACK.
 PD0279
 PD0279                          STATION RECOVERY (1978)
 PD0279
 PD0279'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PD0279'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0398 ***********************************************************************
 PE0398  DESIGNATION -  N 89
 PE0398  PID         -  PE0398
 PE0398  STATE/COUNTY-  ME/PENOBSCOT
 PE0398  USGS QUAD   -  VEAZIE (1988)
 PE0398
 PE0398                         *CURRENT SURVEY CONTROL
 PE0398  ___________________________________________________________________
 PE0398* NAD 83(1986)-  44 46 11.     (N)    068 43 06.     (W)     SCALED    
 PE0398* NAVD 88     -        25.623  (meters)      84.06   (feet)  ADJUSTED  
 PE0398  ___________________________________________________________________
 PE0398  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 PE0398  DYNAMIC HT  -          25.622 (meters)      84.06  (feet)  COMP
 PE0398  MODELED GRAV-     980,578.8   (mgal)                       NAVD 88
 PE0398
 PE0398  VERT ORDER  -  FIRST     CLASS I
 PE0398
 PE0398.The horizontal coordinates were scaled from a topographic map and have
 PE0398.an estimated accuracy of +/- 6 seconds.
 PE0398
 PE0398.The orthometric height was determined by differential leveling
 PE0398.and adjusted by the National Geodetic Survey in June 1991..
 PE0398
 PE0398.The geoid height was determined by GEOID03.
 PE0398
 PE0398.The dynamic height is computed by dividing the NAVD 88
 PE0398.geopotential number by the normal gravity value computed on the
 PE0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0398.degrees latitude (g = 980.6199 gals.).
 PE0398
 PE0398.The modeled gravity was interpolated from observed gravity values.
 PE0398
 PE0398;                    North         East    Units  Estimated Accuracy
 PE0398;SPC ME E     -   122,580.      282,720.      MT  (+/- 180 meters Scaled)
 PE0398
 PE0398                          SUPERSEDED SURVEY CONTROL
 PE0398
 PE0398  NGVD 29 (??/??/92)   25.854  (m)           84.82   (f) ADJ UNCH    1 1
 PE0398
 PE0398.Superseded values are not recommended for survey control.
 PE0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0398.See file dsdata.txt to determine how the superseded data were derived.
 PE0398
 PE0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK222574(NAD 83)
 PE0398_MARKER: DB = BENCH MARK DISK
 PE0398_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE0398_SP_SET: CULVERT
 PE0398_STAMPING: N 89 1942
 PE0398_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE0398
 PE0398  HISTORY     - Date     Condition        Report By
 PE0398  HISTORY     - 1942     MONUMENTED       CGS
 PE0398  HISTORY     - 1966     GOOD             NGS
 PE0398  HISTORY     - 1978     MARK NOT FOUND   DMA
 PE0398  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 PE0398
 PE0398                          STATION DESCRIPTION
 PE0398
 PE0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0398'2.2 MI SE FROM BREWER.
 PE0398'2.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 1A FROM THE POST OFFICE
 PE0398'AT BREWER, ABOUT 102 YARDS NORTHWEST OF THE CROSSING OF THE MAINE
 PE0398'CENTRAL RAILROAD, IN THE TOP NEAR THE SOUTHEAST END OF THE
 PE0398'SOUTHWEST CONCRETE HEAD WALL FOR A 10-FOOT BOX CULVERT, 18.0
 PE0398'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 1/2
 PE0398'FEET BELOW THE LEVEL OF THE HIGHWAY.
 PE0398
 PE0398                          STATION RECOVERY (1978)
 PE0398
 PE0398'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PE0398'NOT RECOVERED MAY BE DESTROYED HIGHWAY 1A HAS BEEN WIDENED.
 PE0398
 PE0398                          STATION RECOVERY (1985)
 PE0398
 PE0398'RECOVERY NOTE BY US POWER SQUADRON 1985
 PE0398'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0168 ***********************************************************************
 PE0168  DESIGNATION -  N 9
 PE0168  PID         -  PE0168
 PE0168  STATE/COUNTY-  ME/HANCOCK
 PE0168  USGS QUAD   -  ROCKY POND (1987)
 PE0168
 PE0168                         *CURRENT SURVEY CONTROL
 PE0168  ___________________________________________________________________
 PE0168* NAD 83(1986)-  44 50 05.     (N)    068 11 37.     (W)     SCALED    
 PE0168* NAVD 88     -       117.320  (meters)     384.91   (feet)  ADJUSTED  
 PE0168  ___________________________________________________________________
 PE0168  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 PE0168  DYNAMIC HT  -         117.313 (meters)     384.88  (feet)  COMP
 PE0168  MODELED GRAV-     980,558.5   (mgal)                       NAVD 88
 PE0168
 PE0168  VERT ORDER  -  SECOND    CLASS 0
 PE0168
 PE0168.The horizontal coordinates were scaled from a topographic map and have
 PE0168.an estimated accuracy of +/- 6 seconds.
 PE0168
 PE0168.The orthometric height was determined by differential leveling
 PE0168.and adjusted by the National Geodetic Survey in June 1991..
 PE0168
 PE0168.The geoid height was determined by GEOID03.
 PE0168
 PE0168.The dynamic height is computed by dividing the NAVD 88
 PE0168.geopotential number by the normal gravity value computed on the
 PE0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0168.degrees latitude (g = 980.6199 gals.).
 PE0168
 PE0168.The modeled gravity was interpolated from observed gravity values.
 PE0168
 PE0168;                    North         East    Units  Estimated Accuracy
 PE0168;SPC ME E     -   129,820.      324,230.      MT  (+/- 180 meters Scaled)
 PE0168
 PE0168                          SUPERSEDED SURVEY CONTROL
 PE0168
 PE0168  NGVD 29 (??/??/92)  117.509  (m)          385.53   (f) ADJ UNCH    2 0
 PE0168
 PE0168.Superseded values are not recommended for survey control.
 PE0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0168.See file dsdata.txt to determine how the superseded data were derived.
 PE0168
 PE0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK637649(NAD 83)
 PE0168_MARKER: DD = SURVEY DISK
 PE0168_SETTING: 80 = SET IN A BOULDER
 PE0168_SP_SET: BOULDER
 PE0168_STAMPING: N 9 1928 ME
 PE0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0168+STABILITY: SURFACE MOTION
 PE0168
 PE0168  HISTORY     - Date     Condition        Report By
 PE0168  HISTORY     - 1928     MONUMENTED       USGS
 PE0168  HISTORY     - 1935     GOOD             NGS
 PE0168
 PE0168                          STATION DESCRIPTION
 PE0168
 PE0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PE0168'8 MI W FROM BEDDINGTON.
 PE0168'IN HANCOCK COUNTY, 8.0 MILES WEST ALONG STATE HIGHWAY 9 FROM THE
 PE0168'POST OFFICE AT BEDDINGTON, WASHINGTON COUNTY, 56 YARDS EAST OF
 PE0168'THE T 28 MD-T 22 MD TOWNSHIP LINE, AT A CURVE, 23 FEET SOUTH OF
 PE0168'THE CENTER LINE OF THE HIGHWAY, AND IN THE TOP OF A LARGE BOULDER.
 PE0168'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED N 9 1928
 PE0168'ME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0243 ***********************************************************************
 PD0243  DESIGNATION -  N 9
 PD0243  PID         -  PD0243
 PD0243  STATE/COUNTY-  ME/WASHINGTON
 PD0243  USGS QUAD   -  PETIT MANAN POINT (1977)
 PD0243
 PD0243                         *CURRENT SURVEY CONTROL
 PD0243  ___________________________________________________________________
 PD0243* NAD 83(1986)-  44 29 57.     (N)    067 55 25.     (W)     SCALED    
 PD0243* NAVD 88     -        29.983  (meters)      98.37   (feet)  ADJUSTED  
 PD0243  ___________________________________________________________________
 PD0243  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 PD0243  DYNAMIC HT  -          29.981 (meters)      98.36  (feet)  COMP
 PD0243  MODELED GRAV-     980,570.7   (mgal)                       NAVD 88
 PD0243
 PD0243  VERT ORDER  -  SECOND    CLASS 0
 PD0243
 PD0243.The horizontal coordinates were scaled from a topographic map and have
 PD0243.an estimated accuracy of +/- 6 seconds.
 PD0243
 PD0243.The orthometric height was determined by differential leveling
 PD0243.and adjusted by the National Geodetic Survey in June 1991..
 PD0243
 PD0243.The geoid height was determined by GEOID03.
 PD0243
 PD0243.The dynamic height is computed by dividing the NAVD 88
 PD0243.geopotential number by the normal gravity value computed on the
 PD0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0243.degrees latitude (g = 980.6199 gals.).
 PD0243
 PD0243.The modeled gravity was interpolated from observed gravity values.
 PD0243
 PD0243;                    North         East    Units  Estimated Accuracy
 PD0243;SPC ME E     -    92,660.      345,840.      MT  (+/- 180 meters Scaled)
 PD0243
 PD0243                          SUPERSEDED SURVEY CONTROL
 PD0243
 PD0243  NGVD 29 (??/??/92)   30.179  (m)           99.01   (f) ADJ UNCH    2 0
 PD0243
 PD0243.Superseded values are not recommended for survey control.
 PD0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0243.See file dsdata.txt to determine how the superseded data were derived.
 PD0243
 PD0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK855278(NAD 83)
 PD0243_MARKER: DB = BENCH MARK DISK
 PD0243_SETTING: 80 = SET IN A BOULDER
 PD0243_SP_SET: BOULDER
 PD0243_STAMPING: N 9 1945
 PD0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0243+STABILITY: SURFACE MOTION
 PD0243
 PD0243  HISTORY     - Date     Condition        Report By
 PD0243  HISTORY     - 1945     MONUMENTED       CGS
 PD0243  HISTORY     - 1962     GOOD             NGS
 PD0243  HISTORY     - 20020914 POOR             USPSQD
 PD0243
 PD0243                          STATION DESCRIPTION
 PD0243
 PD0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PD0243'2.3 MI SE FROM STEUBEN.
 PD0243'2.0 MILES EAST ALONG U.S. HIGHWAY 1 FROM THE TOWN PARK AT
 PD0243'STEUBEN, THENCE 0.3 MILE SOUTH ALONG A BLACK TOP ROAD LEADING TO
 PD0243'STANLEY POINT, SET ON THE TOP OF THE HIGHEST PART OF A
 PD0243'4-BY-4-FOOT BOULDER PROJECTING 2 FEET ABOVE THE LEVEL OF THE
 PD0243'GROUND, 16 FEET WEST OF THE CENTER LINE OF THE ROAD, 142 FEET
 PD0243'NORTH OF THE CENTER LINE OF A FARM ROAD LEADING WEST, 60 FEET
 PD0243'NORTH OF POWER LINE POLE NO. BHE - HS 221, AND ABOUT 1 FOOT BELOW
 PD0243'THE LEVEL OF THE ROAD.
 PD0243
 PD0243                          STATION RECOVERY (2002)
 PD0243
 PD0243'RECOVERY NOTE BY US POWER SQUADRON 2002 (SWL)
 PD0243'BM DISC IS STILL CEMENTED IN THE BOULDER, BUT THE BOULDER HAS BEEN
 PD0243'MOVED WITH HEAVY CONSTRUCTION EQUIPMENT ABOUT TEN FEET OUTSIDE THE
 PD0243'R.O.W.  THE MARK IS NOT USEABLE IN ITS PRESENT POSITION OR LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0045 ***********************************************************************
 PE0045  DESIGNATION -  N 90
 PE0045  PID         -  PE0045
 PE0045  STATE/COUNTY-  ME/HANCOCK
 PE0045  USGS QUAD   -  HANCOCK (1981)
 PE0045
 PE0045                         *CURRENT SURVEY CONTROL
 PE0045  ___________________________________________________________________
 PE0045* NAD 83(1986)-  44 33 53.     (N)    068 20 22.     (W)     SCALED    
 PE0045* NAVD 88     -        30.322  (meters)      99.48   (feet)  ADJUSTED  
 PE0045  ___________________________________________________________________
 PE0045  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 PE0045  DYNAMIC HT  -          30.321 (meters)      99.48  (feet)  COMP
 PE0045  MODELED GRAV-     980,566.8   (mgal)                       NAVD 88
 PE0045  OBS GRAVITY -     980,568.0   (mgal)                       GRAV_OBS
 PE0045
 PE0045  VERT ORDER  -  FIRST     CLASS I
 PE0045
 PE0045.The horizontal coordinates were scaled from a topographic map and have
 PE0045.an estimated accuracy of +/- 6 seconds.
 PE0045
 PE0045.The orthometric height was determined by differential leveling
 PE0045.and adjusted by the National Geodetic Survey in June 1991..
 PE0045.WARNING-Repeat measurements at this control monument indicate possible
 PE0045.vertical movement.
 PE0045
 PE0045.The geoid height was determined by GEOID03.
 PE0045
 PE0045.The dynamic height is computed by dividing the NAVD 88
 PE0045.geopotential number by the normal gravity value computed on the
 PE0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0045.degrees latitude (g = 980.6199 gals.).
 PE0045
 PE0045.The modeled gravity was interpolated from observed gravity values.
 PE0045.The observed gravity was obtained from relative gravimeter ties
 PE0045.to the IGSN71 gravity network.
 PE0045
 PE0045;                    North         East    Units  Estimated Accuracy
 PE0045;SPC ME E     -    99,790.      312,750.      MT  (+/- 180 meters Scaled)
 PE0045
 PE0045                          SUPERSEDED SURVEY CONTROL
 PE0045
 PE0045  NGVD 29 (??/??/92)   30.517  (m)          100.12   (f) ADJ UNCH    1 1
 PE0045
 PE0045.Superseded values are not recommended for survey control.
 PE0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0045.See file dsdata.txt to determine how the superseded data were derived.
 PE0045
 PE0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK524348(NAD 83)
 PE0045_MARKER: DB = BENCH MARK DISK
 PE0045_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE0045_SP_SET: CULVERT
 PE0045_STAMPING: N 90 1942
 PE0045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE0045
 PE0045  HISTORY     - Date     Condition        Report By
 PE0045  HISTORY     - 1942     MONUMENTED       CGS
 PE0045  HISTORY     - 1966     GOOD             NGS
 PE0045  HISTORY     - 1978     GOOD             DMA
 PE0045
 PE0045                          STATION DESCRIPTION
 PE0045
 PE0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0045'2.4 MI NE FROM WASHINGTON JUNCTION.
 PE0045'2.4 MILES NORTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE0045'STATION AT WASHINGTON JUNCTION, ABOUT 0.1 MILE WEST OF MILEPOST
 PE0045'P171/C99, IN THE TOP OF THE WEST END OF THE NORTH HEAD WALL FOR A
 PE0045'4-FOOT BOX CULVERT, 14.7 FEET NORTH OF THE NORTH RAIL, AND ABOUT
 PE0045'5 FEET BELOW THE LEVEL OF THE TRACK.
 PE0045
 PE0045                          STATION RECOVERY (1978)
 PE0045
 PE0045'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PE0045'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0254 ***********************************************************************
 PE0254  DESIGNATION -  N 91
 PE0254  PID         -  PE0254
 PE0254  STATE/COUNTY-  ME/HANCOCK
 PE0254  USGS QUAD   -  WINTER HARBOR (1985)
 PE0254
 PE0254                         *CURRENT SURVEY CONTROL
 PE0254  ___________________________________________________________________
 PE0254* NAD 83(1986)-  44 28 44.     (N)    068 02 18.     (W)     SCALED    
 PE0254* NAVD 88     -        32.432  (meters)     106.40   (feet)  ADJUSTED  
 PE0254  ___________________________________________________________________
 PE0254  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 PE0254  DYNAMIC HT  -          32.431 (meters)     106.40  (feet)  COMP
 PE0254  MODELED GRAV-     980,583.3   (mgal)                       NAVD 88
 PE0254
 PE0254  VERT ORDER  -  SECOND    CLASS 0
 PE0254
 PE0254.The horizontal coordinates were scaled from a topographic map and have
 PE0254.an estimated accuracy of +/- 6 seconds.
 PE0254
 PE0254.The orthometric height was determined by differential leveling
 PE0254.and adjusted by the National Geodetic Survey in June 1991..
 PE0254
 PE0254.The geoid height was determined by GEOID03.
 PE0254
 PE0254.The dynamic height is computed by dividing the NAVD 88
 PE0254.geopotential number by the normal gravity value computed on the
 PE0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0254.degrees latitude (g = 980.6199 gals.).
 PE0254
 PE0254.The modeled gravity was interpolated from observed gravity values.
 PE0254
 PE0254;                    North         East    Units  Estimated Accuracy
 PE0254;SPC ME E     -    90,340.      336,730.      MT  (+/- 180 meters Scaled)
 PE0254
 PE0254                          SUPERSEDED SURVEY CONTROL
 PE0254
 PE0254  NGVD 29 (??/??/92)   32.631  (m)          107.06   (f) ADJ UNCH    2 0
 PE0254
 PE0254.Superseded values are not recommended for survey control.
 PE0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0254.See file dsdata.txt to determine how the superseded data were derived.
 PE0254
 PE0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK764255(NAD 83)
 PE0254_MARKER: DB = BENCH MARK DISK
 PE0254_SETTING: 66 = SET IN ROCK OUTCROP
 PE0254_SP_SET: SET IN ROCK OUTCROP
 PE0254_STAMPING: N 91 1942
 PE0254_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0254+STABILITY: POSITION/ELEVATION WELL
 PE0254
 PE0254  HISTORY     - Date     Condition        Report By
 PE0254  HISTORY     - 1942     MONUMENTED       CGS
 PE0254  HISTORY     - 1966     GOOD             NGS
 PE0254
 PE0254                          STATION DESCRIPTION
 PE0254
 PE0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0254'0.2 MI N FROM GOULDSBORO.
 PE0254'0.15 MILE NORTH ALONG STATE HIGHWAY 186 FROM THE POST OFFICE
 PE0254'AT GOULDSBORO, NEAR THE EAST LEG OF THE JUNCTION OF U.S.
 PE0254'HIGHWAY 1 AND STATE HIGHWAY 186, 310 FEET NORTH ALONG BLACK
 PE0254'TOPPED ROAD (OLD U.S. HIGHWAY 1) FROM THE JUNCTION OF THE TWO
 PE0254'HIGHWAYS, SET ON THE TOP OF A LARGE SLOPING MASS OF BEDROCK, 33
 PE0254'FEET NORTH OF THE CENTER LINE OF THE OLD HIGHWAY, 33 FEET EAST
 PE0254'OF THE CENTER LINE OF A GRAVELED ROAD LEADING NORTH, 7.0 FEET
 PE0254'NORTHEAST OF THE SOUTHWEST EDGE OF OUTCROP AND 3 FEET ABOVE
 PE0254'THE LEVEL OF THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0174 ***********************************************************************
 PD0174  DESIGNATION -  N 92
 PD0174  PID         -  PD0174
 PD0174  STATE/COUNTY-  ME/WASHINGTON
 PD0174  USGS QUAD   -  PORCUPINE MOUNTAIN (1987)
 PD0174
 PD0174                         *CURRENT SURVEY CONTROL
 PD0174  ___________________________________________________________________
 PD0174* NAD 83(1986)-  44 55 23.     (N)    067 15 13.     (W)     SCALED    
 PD0174* NAVD 88     -        40.491  (meters)     132.84   (feet)  ADJUSTED  
 PD0174  ___________________________________________________________________
 PD0174  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 PD0174  DYNAMIC HT  -          40.490 (meters)     132.84  (feet)  COMP
 PD0174  MODELED GRAV-     980,598.9   (mgal)                       NAVD 88
 PD0174  OBS GRAVITY -     980,599.1   (mgal)                       GRAV_OBS
 PD0174
 PD0174  VERT ORDER  -  FIRST     CLASS I
 PD0174
 PD0174.The horizontal coordinates were scaled from a topographic map and have
 PD0174.an estimated accuracy of +/- 6 seconds.
 PD0174
 PD0174.The orthometric height was determined by differential leveling
 PD0174.and adjusted by the National Geodetic Survey in June 1991..
 PD0174
 PD0174.The geoid height was determined by GEOID03.
 PD0174
 PD0174.The dynamic height is computed by dividing the NAVD 88
 PD0174.geopotential number by the normal gravity value computed on the
 PD0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0174.degrees latitude (g = 980.6199 gals.).
 PD0174
 PD0174.The modeled gravity was interpolated from observed gravity values.
 PD0174.The observed gravity was obtained from relative gravimeter ties
 PD0174.to the IGSN71 gravity network.
 PD0174
 PD0174;                    North         East    Units  Estimated Accuracy
 PD0174;SPC ME E     -   140,350.      398,400.      MT  (+/- 180 meters Scaled)
 PD0174
 PD0174                          SUPERSEDED SURVEY CONTROL
 PD0174
 PD0174  NGVD 29 (??/??/92)   40.693  (m)          133.51   (f) ADJ UNCH    1 1
 PD0174
 PD0174.Superseded values are not recommended for survey control.
 PD0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0174.See file dsdata.txt to determine how the superseded data were derived.
 PD0174
 PD0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK378758(NAD 83)
 PD0174_MARKER: DB = BENCH MARK DISK
 PD0174_SETTING: 66 = SET IN ROCK OUTCROP
 PD0174_SP_SET: ROCK LEDGE
 PD0174_STAMPING: N 92 1942
 PD0174_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0174+STABILITY: POSITION/ELEVATION WELL
 PD0174
 PD0174  HISTORY     - Date     Condition        Report By
 PD0174  HISTORY     - 1942     MONUMENTED       CGS
 PD0174  HISTORY     - 1966     GOOD             NGS
 PD0174  HISTORY     - 1978     GOOD             DMA
 PD0174
 PD0174                          STATION DESCRIPTION
 PD0174
 PD0174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PD0174'1.6 MI N FROM DENNYSVILLE.
 PD0174'1.65 MILE NORTH ALONG THE MAINE CENTRAL RAILROAD FROM THE CROSSING
 PD0174'OF STATE HIGHWAY 86 AT DENNYSVILLE, 48 FEET SOUTH OF AND ACROSS
 PD0174'THE TRACK FROM MILEPOST C21/P249, 17.2 FEET SOUTHWEST OF THE
 PD0174'SOUTHWEST RAIL, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE TRACK,
 PD0174'AND SET IN THE TOP OF A 2 1/2-BY-5-FOOT EXPOSED PORTION OF A
 PD0174'ROCK LEDGE.
 PD0174
 PD0174                          STATION RECOVERY (1978)
 PD0174
 PD0174'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PD0174'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0249 ***********************************************************************
 PE0249  DESIGNATION -  N 93
 PE0249  PID         -  PE0249
 PE0249  STATE/COUNTY-  ME/HANCOCK
 PE0249  USGS QUAD   -  WINTER HARBOR (1985)
 PE0249
 PE0249                         *CURRENT SURVEY CONTROL
 PE0249  ___________________________________________________________________
 PE0249* NAD 83(1986)-  44 27 50.     (N)    068 05 42.     (W)     SCALED    
 PE0249* NAVD 88     -        19.338  (meters)      63.44   (feet)  ADJUSTED  
 PE0249  ___________________________________________________________________
 PE0249  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 PE0249  DYNAMIC HT  -          19.337 (meters)      63.44  (feet)  COMP
 PE0249  MODELED GRAV-     980,580.4   (mgal)                       NAVD 88
 PE0249
 PE0249  VERT ORDER  -  SECOND    CLASS 0
 PE0249
 PE0249.The horizontal coordinates were scaled from a topographic map and have
 PE0249.an estimated accuracy of +/- 6 seconds.
 PE0249
 PE0249.The orthometric height was determined by differential leveling
 PE0249.and adjusted by the National Geodetic Survey in June 1991..
 PE0249
 PE0249.The geoid height was determined by GEOID03.
 PE0249
 PE0249.The dynamic height is computed by dividing the NAVD 88
 PE0249.geopotential number by the normal gravity value computed on the
 PE0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0249.degrees latitude (g = 980.6199 gals.).
 PE0249
 PE0249.The modeled gravity was interpolated from observed gravity values.
 PE0249
 PE0249;                    North         East    Units  Estimated Accuracy
 PE0249;SPC ME E     -    88,650.      332,230.      MT  (+/- 180 meters Scaled)
 PE0249
 PE0249                          SUPERSEDED SURVEY CONTROL
 PE0249
 PE0249  NGVD 29 (??/??/92)   19.544  (m)           64.12   (f) ADJ UNCH    2 0
 PE0249
 PE0249.Superseded values are not recommended for survey control.
 PE0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0249.See file dsdata.txt to determine how the superseded data were derived.
 PE0249
 PE0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK719237(NAD 83)
 PE0249_MARKER: DB = BENCH MARK DISK
 PE0249_SETTING: 66 = SET IN ROCK OUTCROP
 PE0249_SP_SET: BEDROCK
 PE0249_STAMPING: N 93 1942
 PE0249_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0249+STABILITY: POSITION/ELEVATION WELL
 PE0249
 PE0249  HISTORY     - Date     Condition        Report By
 PE0249  HISTORY     - 1942     MONUMENTED       CGS
 PE0249  HISTORY     - 1966     GOOD             NGS
 PE0249
 PE0249                          STATION DESCRIPTION
 PE0249
 PE0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0249'0.2 MI S FROM SOUTH GOULDSBORO.
 PE0249'0.2 MILE SOUTH ALONG STATE HIGHWAY 186 FROM THE POST OFFICE AT
 PE0249'WEST GOULDSBORO, SET ON THE TOP OF THE NORTH CORNER OF A LARGE
 PE0249'MASS OF EXPOSED BEDROCK, 241 FEET SOUTHWEST OF THE WEST CORNER
 PE0249'OF A CHURCH (MEASURED ALONG THE HIGHWAY), 40 FEET SOUTHEAST
 PE0249'OF THE CENTER LINE OF THE HIGHWAY, 107 FEET EAST OF AND ACROSS
 PE0249'THE HIGHWAY FROM POWER LINE POLE NO. 18-96, 2.1 FEET SOUTHEAST
 PE0249'OF THE NORTHWEST EDGE OF THE EXPOSED PORTION OF BEDROCK, 3.4
 PE0249'FEET SOUTH OF THE NORTH CORNER OF THE ROCK AND 3 FEET ABOVE THE
 PE0249'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0127 ***********************************************************************
 PD0127  DESIGNATION -  N 94
 PD0127  PID         -  PD0127
 PD0127  STATE/COUNTY-  ME/WASHINGTON
 PD0127  USGS QUAD   -  MACHIAS (1977)
 PD0127
 PD0127                         *CURRENT SURVEY CONTROL
 PD0127  ___________________________________________________________________
 PD0127* NAD 83(1986)-  44 43 16.     (N)    067 26 43.     (W)     SCALED    
 PD0127* NAVD 88     -         3.421  (meters)      11.22   (feet)  ADJUSTED  
 PD0127  ___________________________________________________________________
 PD0127  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 PD0127  DYNAMIC HT  -           3.421 (meters)      11.22  (feet)  COMP
 PD0127  MODELED GRAV-     980,591.9   (mgal)                       NAVD 88
 PD0127  OBS GRAVITY -     980,594.2   (mgal)                       GRAV_OBS
 PD0127
 PD0127  VERT ORDER  -  FIRST     CLASS I
 PD0127
 PD0127.The horizontal coordinates were scaled from a topographic map and have
 PD0127.an estimated accuracy of +/- 6 seconds.
 PD0127
 PD0127.The orthometric height was determined by differential leveling
 PD0127.and adjusted by the National Geodetic Survey in June 1991..
 PD0127.WARNING-Repeat measurements at this control monument indicate possible
 PD0127.vertical movement.
 PD0127
 PD0127.The geoid height was determined by GEOID03.
 PD0127
 PD0127.The dynamic height is computed by dividing the NAVD 88
 PD0127.geopotential number by the normal gravity value computed on the
 PD0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0127.degrees latitude (g = 980.6199 gals.).
 PD0127
 PD0127.The modeled gravity was interpolated from observed gravity values.
 PD0127.The observed gravity was obtained from relative gravimeter ties
 PD0127.to the IGSN71 gravity network.
 PD0127
 PD0127;                    North         East    Units  Estimated Accuracy
 PD0127;SPC ME E     -   117,700.      383,560.      MT  (+/- 180 meters Scaled)
 PD0127
 PD0127                          SUPERSEDED SURVEY CONTROL
 PD0127
 PD0127  NGVD 29 (??/??/92)    3.630  (m)           11.91   (f) ADJ UNCH    1 1
 PD0127
 PD0127.Superseded values are not recommended for survey control.
 PD0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0127.See file dsdata.txt to determine how the superseded data were derived.
 PD0127
 PD0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK231531(NAD 83)
 PD0127_MARKER: DB = BENCH MARK DISK
 PD0127_SETTING: 80 = SET IN A BOULDER
 PD0127_SP_SET: BOULDER
 PD0127_STAMPING: N 94 1942
 PD0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0127+STABILITY: SURFACE MOTION
 PD0127
 PD0127  HISTORY     - Date     Condition        Report By
 PD0127  HISTORY     - 1942     MONUMENTED       CGS
 PD0127  HISTORY     - 1966     GOOD             NGS
 PD0127  HISTORY     - 1978     GOOD             DMA
 PD0127
 PD0127                          STATION DESCRIPTION
 PD0127
 PD0127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PD0127'0.3 MI E FROM MACHIAS.
 PD0127'0.3 MILE EAST ALONG THE MAINE CENTRAL RAILROAD FROM THE STATION
 PD0127'AT MACHIAS, ABOUT 0.1 MILE EAST OF THE CROSSING OF U.S. HIGHWAY
 PD0127'1, ABOUT 0.1 MILE WEST OF MILEPOST C44/P266, 13.0 FEET NORTH OF
 PD0127'THE NORTH RAIL, ABOUT LEVEL WITH THE TRACK, AND IN THE TOP OF
 PD0127'THE SOUTHEAST CORNER OF A EMBEDDED BOULDER THAT THE EXPOSED PORTION
 PD0127'IS 4-BY-5-FOOT AND PROJECTS 2 FEET.
 PD0127
 PD0127                          STATION RECOVERY (1978)
 PD0127
 PD0127'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PD0127'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0213 ***********************************************************************
 OB0213  DESIGNATION -  N 96
 OB0213  PID         -  OB0213
 OB0213  STATE/COUNTY-  ME/SAGADAHOC
 OB0213  USGS QUAD   -  SMALL POINT (1957)
 OB0213
 OB0213                         *CURRENT SURVEY CONTROL
 OB0213  ___________________________________________________________________
 OB0213* NAD 83(1986)-  43 42 58.     (N)    069 50 50.     (W)     SCALED    
 OB0213* NAVD 88     -        15.258  (meters)      50.06   (feet)  ADJUSTED  
 OB0213  ___________________________________________________________________
 OB0213  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 OB0213  DYNAMIC HT  -          15.257 (meters)      50.06  (feet)  COMP
 OB0213  MODELED GRAV-     980,517.2   (mgal)                       NAVD 88
 OB0213
 OB0213  VERT ORDER  -  SECOND    CLASS 0
 OB0213
 OB0213.The horizontal coordinates were scaled from a topographic map and have
 OB0213.an estimated accuracy of +/- 6 seconds.
 OB0213
 OB0213.The orthometric height was determined by differential leveling
 OB0213.and adjusted by the National Geodetic Survey in June 1991..
 OB0213
 OB0213.The geoid height was determined by GEOID03.
 OB0213
 OB0213.The dynamic height is computed by dividing the NAVD 88
 OB0213.geopotential number by the normal gravity value computed on the
 OB0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0213.degrees latitude (g = 980.6199 gals.).
 OB0213
 OB0213.The modeled gravity was interpolated from observed gravity values.
 OB0213
 OB0213;                    North         East    Units  Estimated Accuracy
 OB0213;SPC ME W     -    98,120.      925,740.      MT  (+/- 180 meters Scaled)
 OB0213
 OB0213                          SUPERSEDED SURVEY CONTROL
 OB0213
 OB0213  NGVD 29 (??/??/92)   15.470  (m)           50.75   (f) ADJ UNCH    2 0
 OB0213
 OB0213.Superseded values are not recommended for survey control.
 OB0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0213.See file dsdata.txt to determine how the superseded data were derived.
 OB0213
 OB0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ317406(NAD 83)
 OB0213_MARKER: DB = BENCH MARK DISK
 OB0213_SETTING: 66 = SET IN ROCK OUTCROP
 OB0213_SP_SET: ROCK LEDGE
 OB0213_STAMPING: N 96 1943
 OB0213_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0213+STABILITY: POSITION/ELEVATION WELL
 OB0213
 OB0213  HISTORY     - Date     Condition        Report By
 OB0213  HISTORY     - 1943     MONUMENTED       CGS
 OB0213  HISTORY     - 1943     GOOD             NGS
 OB0213  HISTORY     - 1957     MARK NOT FOUND   USGS
 OB0213
 OB0213                          STATION DESCRIPTION
 OB0213
 OB0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 OB0213'1.0 MI S FROM SMALL POINT BEACH.
 OB0213'1.0 MILE SOUTH ALONG A DIRT ROAD FROM THE POST OFFICE AT SMALL POINT
 OB0213'BEACH, SAGADAHOC COUNTY, 0.4 MILE NORTHEAST OF AN OLD CEMETERY, 9 FEET
 OB0213'NORTHWEST OF THE CENTER LINE OF THE ROAD, ON A PROMINENT BENCH OF A
 OB0213'HIGH ROCK LEDGE, AND ABOUT 2-1/2 FEET HIGHER THAN THE ROAD.  A
 OB0213'STANDARD DISK, STAMPED N 96 1943.
 OB0213
 OB0213                          STATION RECOVERY (1957)
 OB0213
 OB0213'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 OB0213'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0241 ***********************************************************************
 OB0241  DESIGNATION -  N 97
 OB0241  PID         -  OB0241
 OB0241  STATE/COUNTY-  ME/CUMBERLAND
 OB0241  USGS QUAD   -  ORRS ISLAND (1997)
 OB0241
 OB0241                         *CURRENT SURVEY CONTROL
 OB0241  ___________________________________________________________________
 OB0241* NAD 83(1986)-  43 47 24.     (N)    069 56 55.     (W)     SCALED    
 OB0241* NAVD 88     -        26.322  (meters)      86.36   (feet)  ADJUSTED  
 OB0241  ___________________________________________________________________
 OB0241  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 OB0241  DYNAMIC HT  -          26.319 (meters)      86.35  (feet)  COMP
 OB0241  MODELED GRAV-     980,520.5   (mgal)                       NAVD 88
 OB0241
 OB0241  VERT ORDER  -  SECOND    CLASS 0
 OB0241
 OB0241.The horizontal coordinates were scaled from a topographic map and have
 OB0241.an estimated accuracy of +/- 6 seconds.
 OB0241
 OB0241.The orthometric height was determined by differential leveling
 OB0241.and adjusted by the National Geodetic Survey in June 1991..
 OB0241
 OB0241.The geoid height was determined by GEOID03.
 OB0241
 OB0241.The dynamic height is computed by dividing the NAVD 88
 OB0241.geopotential number by the normal gravity value computed on the
 OB0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0241.degrees latitude (g = 980.6199 gals.).
 OB0241
 OB0241.The modeled gravity was interpolated from observed gravity values.
 OB0241
 OB0241;                    North         East    Units  Estimated Accuracy
 OB0241;SPC ME W     -   106,300.      917,550.      MT  (+/- 180 meters Scaled)
 OB0241
 OB0241                          SUPERSEDED SURVEY CONTROL
 OB0241
 OB0241  NGVD 29 (??/??/92)   26.518  (m)           87.00   (f) ADJ UNCH    2 0
 OB0241
 OB0241.Superseded values are not recommended for survey control.
 OB0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0241.See file dsdata.txt to determine how the superseded data were derived.
 OB0241
 OB0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ236489(NAD 83)
 OB0241_MARKER: DB = BENCH MARK DISK
 OB0241_SETTING: 66 = SET IN ROCK OUTCROP
 OB0241_SP_SET: BEDROCK OUTCROP
 OB0241_STAMPING: N 97 1943
 OB0241_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0241+STABILITY: POSITION/ELEVATION WELL
 OB0241_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OB0241+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2006
 OB0241
 OB0241  HISTORY     - Date     Condition        Report By
 OB0241  HISTORY     - 1943     MONUMENTED       CGS
 OB0241  HISTORY     - 1978     GOOD             LOCENG
 OB0241  HISTORY     - 20060712 GOOD             GEOCAC
 OB0241
 OB0241                          STATION DESCRIPTION
 OB0241
 OB0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 OB0241'2.6 MI NE FROM ORRS ISLAND.
 OB0241'2.6 MILES NORTHEAST ALONG STATE HIGHWAY 24 FROM THE POST OFFICE AT
 OB0241'ORRS ISLAND, CUMBERLAND COUNTY, 0.4 MILE SOUTH OF ORRS ISLAND BRIDGE,
 OB0241'NEAR THE TOP OF A HILL, 36 FEET WEST OF THE CENTER LINE OF THE
 OB0241'HIGHWAY, 7 FEET WEST OF POLE 437, 3.6 FEET SOUTHEAST OF THE POLE
 OB0241'GUY-WIRE ANCHOR, AND IN THE TOP OF AN OUTCROP OF BEDROCK.  A STANDARD
 OB0241'DISK, STAMPED N 97 1943.
 OB0241
 OB0241                          STATION RECOVERY (1978)
 OB0241
 OB0241'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 OB0241'RECOVERED IN GOOD CONDITION.
 OB0241
 OB0241                          STATION RECOVERY (2006)
 OB0241
 OB0241'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 OB0241'POLE AND GUY WIRE HAVE BEEN REPLACED, BUT USEFUL AS REFERENCE.  POLE
 OB0241'IS NUMBERED 133  137.  WITNESS POST IS STILL IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0247 ***********************************************************************
 OC0247  DESIGNATION -  N 98 RESET 1957
 OC0247  PID         -  OC0247
 OC0247  STATE/COUNTY-  ME/YORK
 OC0247  USGS QUAD   -  BIDDEFORD (1975)
 OC0247
 OC0247                         *CURRENT SURVEY CONTROL
 OC0247  ___________________________________________________________________
 OC0247* NAD 83(1986)-  43 28 44.     (N)    070 25 20.     (W)     SCALED    
 OC0247* NAVD 88     -        11.35   (meters)      37.2    (feet)  RESET     
 OC0247  ___________________________________________________________________
 OC0247  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 OC0247
 OC0247  VERT ORDER  -  THIRD
 OC0247
 OC0247.The horizontal coordinates were scaled from a topographic map and have
 OC0247.an estimated accuracy of +/- 6 seconds.
 OC0247
 OC0247.The orthometric height was computed from unverified reset data.
 OC0247
 OC0247.The geoid height was determined by GEOID03.
 OC0247
 OC0247;                    North         East    Units  Estimated Accuracy
 OC0247;SPC ME W     -    71,750.      879,330.      MT  (+/- 180 meters Scaled)
 OC0247
 OC0247                          SUPERSEDED SURVEY CONTROL
 OC0247
 OC0247  NGVD 29 (??/??/??)   11.56   (m)           37.9    (f) RESET       3  
 OC0247
 OC0247.Superseded values are not recommended for survey control.
 OC0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0247.See file dsdata.txt to determine how the superseded data were derived.
 OC0247
 OC0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ849149(NAD 83)
 OC0247_MARKER: DD = SURVEY DISK
 OC0247_SETTING: 66 = SET IN ROCK OUTCROP
 OC0247_SP_SET: ROCK LEDGE
 OC0247_STAMPING: N 98 RESET 1957
 OC0247_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC0247+STABILITY: POSITION/ELEVATION WELL
 OC0247
 OC0247  HISTORY     - Date     Condition        Report By
 OC0247  HISTORY     - 1957     MONUMENTED       MEHD
 OC0247  HISTORY     - 1976     MARK NOT FOUND   NGS
 OC0247
 OC0247                          STATION DESCRIPTION
 OC0247
 OC0247'DESCRIBED BY MAINE HIGHWAY DEPARTMENT (NOW MEDT) 1957
 OC0247'1.8 MI SE FROM BIDDEFORD.
 OC0247'1.8 MILES SOUTHEAST ALONG BIDDEFORD POOL ROAD FROM BIDDEFORD, ON
 OC0247'THE SOUTH BANK OF A SMALL CREEK, AT A 60-INCH CULVERT, 46.5
 OC0247'FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, IN A LARGE SLOPING
 OC0247'LEDGED OUTCROP, AND ABOUT 10 FEET HIGHER THAN THE CREEK BED.
 OC0247
 OC0247                          STATION RECOVERY (1976)
 OC0247
 OC0247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0247'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0493 ***********************************************************************
 OC0493  DESIGNATION -  N 99
 OC0493  PID         -  OC0493
 OC0493  STATE/COUNTY-  ME/YORK
 OC0493  USGS QUAD   -  KITTERY (1989)
 OC0493
 OC0493                         *CURRENT SURVEY CONTROL
 OC0493  ___________________________________________________________________
 OC0493* NAD 83(1986)-  43 06 19.     (N)    070 40 32.     (W)     SCALED    
 OC0493* NAVD 88     -        14.972  (meters)      49.12   (feet)  ADJUSTED  
 OC0493  ___________________________________________________________________
 OC0493  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 OC0493  DYNAMIC HT  -          14.970 (meters)      49.11  (feet)  COMP
 OC0493  MODELED GRAV-     980,464.6   (mgal)                       NAVD 88
 OC0493
 OC0493  VERT ORDER  -  SECOND    CLASS 0
 OC0493
 OC0493.The horizontal coordinates were scaled from a topographic map and have
 OC0493.an estimated accuracy of +/- 6 seconds.
 OC0493
 OC0493.The orthometric height was determined by differential leveling
 OC0493.and adjusted by the National Geodetic Survey in June 1991..
 OC0493
 OC0493.The geoid height was determined by GEOID03.
 OC0493
 OC0493.The dynamic height is computed by dividing the NAVD 88
 OC0493.geopotential number by the normal gravity value computed on the
 OC0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0493.degrees latitude (g = 980.6199 gals.).
 OC0493
 OC0493.The modeled gravity was interpolated from observed gravity values.
 OC0493
 OC0493;                    North         East    Units  Estimated Accuracy
 OC0493;SPC ME W     -    30,340.      858,580.      MT  (+/- 180 meters Scaled)
 OC0493
 OC0493                          SUPERSEDED SURVEY CONTROL
 OC0493
 OC0493  NGVD 29 (??/??/92)   15.206  (m)           49.89   (f) ADJ UNCH    2 0
 OC0493
 OC0493.Superseded values are not recommended for survey control.
 OC0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0493.See file dsdata.txt to determine how the superseded data were derived.
 OC0493
 OC0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH636738(NAD 83)
 OC0493_MARKER: DB = BENCH MARK DISK
 OC0493_SETTING: 80 = SET IN A BOULDER
 OC0493_SP_SET: BOULDER
 OC0493_STAMPING: N 99 1943
 OC0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC0493+STABILITY: SURFACE MOTION
 OC0493
 OC0493  HISTORY     - Date     Condition        Report By
 OC0493  HISTORY     - 1943     MONUMENTED       CGS
 OC0493  HISTORY     - 1976     GOOD             NGS
 OC0493  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 OC0493
 OC0493                          STATION DESCRIPTION
 OC0493
 OC0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 OC0493'2.5 MI NE FROM KITTERY POINT.
 OC0493'2.5 MILES NORTHEAST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT
 OC0493'KITTERY POINT, YORK COUNTY, 2.5 MILES SOUTH OF YORK HARBOR, 57
 OC0493'FEET SOUTH OF THE SOUTHEAST CORNER OF A HOUSE ON THE WEST SIDE
 OC0493'OF THE HIGHWAY, 38 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 OC0493'AND IN A LARGE FLAT BOULDER FLUSH WITH THE GROUND.
 OC0493
 OC0493                          STATION RECOVERY (1976)
 OC0493
 OC0493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0493'RECOVERED IN GOOD CONDITION.
 OC0493
 OC0493                          STATION RECOVERY (1988)
 OC0493
 OC0493'RECOVERY NOTE BY US POWER SQUADRON 1988 (RSR)
 OC0493'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1139 ***********************************************************************
 QF1139  DESIGNATION -  N IBC
 QF1139  PID         -  QF1139
 QF1139  STATE/COUNTY-  ME/WASHINGTON
 QF1139  USGS QUAD   -  KELLEYLAND (1988)
 QF1139
 QF1139                         *CURRENT SURVEY CONTROL
 QF1139  ___________________________________________________________________
 QF1139* NAD 83(1996)-  45 21 37.12373(N)    067 25 55.29110(W)     ADJUSTED  
 QF1139* NAVD 88     -        64.     (meters)     210.     (feet)  SCALED    
 QF1139  ___________________________________________________________________
 QF1139  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 QF1139  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 QF1139
 QF1139  HORZ ORDER  -  THIRD
 QF1139
 QF1139.The horizontal coordinates were established by classical geodetic methods
 QF1139.and adjusted by the National Geodetic Survey in March 1998..
 QF1139
 QF1139.The orthometric height was scaled from a topographic map.
 QF1139
 QF1139.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1139
 QF1139.The geoid height was determined by GEOID03.
 QF1139
 QF1139;                    North         East     Units Scale Factor Converg.
 QF1139;SPC ME E     -   188,737.790   383,668.566   MT  0.99998604   +0 45 35.8
 QF1139;UTM  19      - 5,024,173.555   622,803.224   MT  0.99978542   +1 06 56.9
 QF1139
 QF1139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1139!SPC ME E     -   0.99999370  x   0.99998604  =   0.99997974
 QF1139!UTM  19      -   0.99999370  x   0.99978542  =   0.99977912
 QF1139
 QF1139                          SUPERSEDED SURVEY CONTROL
 QF1139
 QF1139  NAD 83(1992)-  45 21 37.12178(N)    067 25 55.29039(W) AD(       ) 3
 QF1139  NAD 83(1986)-  45 21 37.12573(N)    067 25 55.29821(W) AD(       ) 3
 QF1139  NAD 27      -  45 21 36.86700(N)    067 25 57.28700(W) AD(       ) 3
 QF1139
 QF1139.Superseded values are not recommended for survey control.
 QF1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1139.See file dsdata.txt to determine how the superseded data were derived.
 QF1139
 QF1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2280324174(NAD 83)
 QF1139_MARKER: X = CHISELED CROSS
 QF1139_SETTING: 80 = SET IN A BOULDER
 QF1139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1139+STABILITY: SURFACE MOTION
 QF1139
 QF1139  HISTORY     - Date     Condition        Report By
 QF1139  HISTORY     - 1910     MONUMENTED       IBC
 QF1139
 QF1139                          STATION DESCRIPTION
 QF1139
 QF1139'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (AJB)
 QF1139'ON THE W SIDE OF THE ST CROIX RIVER, 300 YARDS OR SO BELOW HORSE
 QF1139'ISLAND, AND 100 YARDS BELOW A SHARP BEND IN THE SHORE.
 QF1139'
 QF1139'STATION MARK IS THE CENTER OF A CROSS CUT IN A ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0465 ***********************************************************************
 PE0465  DESIGNATION -  N MAINE JUNCTION
 PE0465  PID         -  PE0465
 PE0465  STATE/COUNTY-  ME/PENOBSCOT
 PE0465  USGS QUAD   -  BANGOR (1991)
 PE0465
 PE0465                         *CURRENT SURVEY CONTROL
 PE0465  ___________________________________________________________________
 PE0465* NAD 83(1986)-  44 47 32.     (N)    068 51 47.     (W)     SCALED    
 PE0465* NAVD 88     -        47.695  (meters)     156.48   (feet)  ADJUSTED  
 PE0465  ___________________________________________________________________
 PE0465  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 PE0465  DYNAMIC HT  -          47.693 (meters)     156.47  (feet)  COMP
 PE0465  MODELED GRAV-     980,576.4   (mgal)                       NAVD 88
 PE0465  OBS GRAVITY -     980,575.1   (mgal)                       GRAV_OBS
 PE0465
 PE0465  VERT ORDER  -  FIRST     CLASS I
 PE0465
 PE0465.The horizontal coordinates were scaled from a topographic map and have
 PE0465.an estimated accuracy of +/- 6 seconds.
 PE0465
 PE0465.The orthometric height was determined by differential leveling
 PE0465.and adjusted by the National Geodetic Survey in June 1991..
 PE0465.WARNING-Repeat measurements at this control monument indicate possible
 PE0465.vertical movement.
 PE0465
 PE0465.The geoid height was determined by GEOID03.
 PE0465
 PE0465.The dynamic height is computed by dividing the NAVD 88
 PE0465.geopotential number by the normal gravity value computed on the
 PE0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0465.degrees latitude (g = 980.6199 gals.).
 PE0465
 PE0465.The modeled gravity was interpolated from observed gravity values.
 PE0465.The observed gravity was obtained from relative gravimeter ties
 PE0465.to the IGSN71 gravity network.
 PE0465
 PE0465;                    North         East    Units  Estimated Accuracy
 PE0465;SPC ME E     -   125,120.      271,270.      MT  (+/- 180 meters Scaled)
 PE0465
 PE0465                          SUPERSEDED SURVEY CONTROL
 PE0465
 PE0465  NGVD 29 (??/??/92)   47.907  (m)          157.17   (f) ADJ UNCH    1 1
 PE0465
 PE0465.Superseded values are not recommended for survey control.
 PE0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0465.See file dsdata.txt to determine how the superseded data were derived.
 PE0465
 PE0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK108598(NAD 83)
 PE0465_MARKER: DB = BENCH MARK DISK
 PE0465_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE0465_SP_SET: OVERPASS
 PE0465_STAMPING: N MAINE JUNCTION 1933 157.162
 PE0465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0465
 PE0465  HISTORY     - Date     Condition        Report By
 PE0465  HISTORY     - 1933     MONUMENTED       CGS
 PE0465  HISTORY     - 1966     GOOD             NGS
 PE0465  HISTORY     - 1985     GOOD             USPSQD
 PE0465  HISTORY     - 1988     GOOD             USPSQD
 PE0465
 PE0465                          STATION DESCRIPTION
 PE0465
 PE0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0465'5.9 MI W FROM BANGOR.
 PE0465'5.7 MILES WEST ALONG THE MAINE CENTRAL RAILROAD FROM THE UNION
 PE0465'STREET BRIDGE OVER THE PENOBSCOT RIVER AT BANGOR, THENCE ABOUT
 PE0465'0.2 MILE NORTHWEST ALONG A SPUR TRACK OF THE BANGOR AND AROOSTOOK
 PE0465'RAILROAD, ABOUT 0.2 MILE EAST OF THE MAIN LINE OF THE BANGOR
 PE0465'AND AROOSTOOK RAILROAD OVERPASS OVER U.S. HIGHWAY 2 AND THE
 PE0465'MAINE CENTRAL RAILROAD, AT THE OVERPASS WHERE THE SPUR TRACK
 PE0465'CROSSES U.S. HIGHWAY 2, 9.5 FEET WEST OF THE WESTERNMOST RAIL,
 PE0465'ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP
 PE0465'OF THE WEST END OF THE NORTH CONCRETE ABUTMENT OF THE OVERPASS.
 PE0465
 PE0465                          STATION RECOVERY (1985)
 PE0465
 PE0465'RECOVERY NOTE BY US POWER SQUADRON 1985
 PE0465'RECOVERED IN GOOD CONDITION.
 PE0465
 PE0465                          STATION RECOVERY (1988)
 PE0465
 PE0465'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE0465'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0248 ***********************************************************************
 OC0248  DESIGNATION -  NAIL RM
 OC0248  PID         -  OC0248
 OC0248  STATE/COUNTY-  ME/YORK
 OC0248  USGS QUAD   -  BIDDEFORD (1975)
 OC0248
 OC0248                         *CURRENT SURVEY CONTROL
 OC0248  ___________________________________________________________________
 OC0248* NAD 83(1986)-  43 28 20.     (N)    070 24 51.     (W)     SCALED    
 OC0248* NAVD 88     -        12.489  (meters)      40.97   (feet)  ADJUSTED  
 OC0248  ___________________________________________________________________
 OC0248  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 OC0248  DYNAMIC HT  -          12.487 (meters)      40.97  (feet)  COMP
 OC0248  MODELED GRAV-     980,491.2   (mgal)                       NAVD 88
 OC0248
 OC0248  VERT ORDER  -  SECOND    CLASS 0
 OC0248
 OC0248.The horizontal coordinates were scaled from a topographic map and have
 OC0248.an estimated accuracy of +/- 6 seconds.
 OC0248
 OC0248.The orthometric height was determined by differential leveling
 OC0248.and adjusted by the National Geodetic Survey in June 1991..
 OC0248
 OC0248.The geoid height was determined by GEOID03.
 OC0248
 OC0248.The dynamic height is computed by dividing the NAVD 88
 OC0248.geopotential number by the normal gravity value computed on the
 OC0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0248.degrees latitude (g = 980.6199 gals.).
 OC0248
 OC0248.The modeled gravity was interpolated from observed gravity values.
 OC0248
 OC0248;                    North         East    Units  Estimated Accuracy
 OC0248;SPC ME W     -    71,010.      879,980.      MT  (+/- 180 meters Scaled)
 OC0248
 OC0248                          SUPERSEDED SURVEY CONTROL
 OC0248
 OC0248  NGVD 29 (??/??/92)   12.706  (m)           41.69   (f) ADJ UNCH    2 0
 OC0248
 OC0248.Superseded values are not recommended for survey control.
 OC0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0248.See file dsdata.txt to determine how the superseded data were derived.
 OC0248
 OC0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ856142(NAD 83)
 OC0248_MARKER: N = NAIL
 OC0248_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OC0248_SP_SET: ELM TREE ROOT
 OC0248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC0248
 OC0248  HISTORY     - Date     Condition        Report By
 OC0248  HISTORY     - UNK      MONUMENTED       USGS
 OC0248  HISTORY     - 1943     GOOD             NGS
 OC0248
 OC0248                          STATION DESCRIPTION
 OC0248
 OC0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 OC0248'2.4 MI SE FROM BIDDEFORD.
 OC0248'2.4 MILES SOUTHEAST ALONG BIDDEFORD POOL ROAD FROM THE POST
 OC0248'OFFICE AT BIDDEFORD, YORK COUNTY, 80 FEET NORTHWEST OF BENCH MARK
 OC0248'TT 44 TDA (USGS) DESCRIBED BELOW, AT THE JUNCTION OF THE
 OC0248'KENNEBUNKPORT ROAD, 15 FEET NORTHEAST OF THE CENTERLINE OF THE
 OC0248'HIGHWAY, AND IN THE ROOT OF A 40-INCH ELM TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2603 ***********************************************************************
 OC2603  DESIGNATION -  NAPLES
 OC2603  PID         -  OC2603
 OC2603  STATE/COUNTY-  ME/CUMBERLAND
 OC2603  USGS QUAD   -  NAPLES (1983)
 OC2603
 OC2603                         *CURRENT SURVEY CONTROL
 OC2603  ___________________________________________________________________
 OC2603* NAD 83(1996)-  43 58 07.13117(N)    070 35 21.03401(W)     ADJUSTED  
 OC2603* NAVD 88     -       100.2    (meters)     329.     (feet)  VERTCON   
 OC2603  ___________________________________________________________________
 OC2603  LAPLACE CORR-           3.50  (seconds)                    DEFLEC99
 OC2603  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 OC2603
 OC2603  HORZ ORDER  -  SECOND
 OC2603
 OC2603.The horizontal coordinates were established by classical geodetic methods
 OC2603.and adjusted by the National Geodetic Survey in March 1998..
 OC2603
 OC2603.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2603
 OC2603.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2603
 OC2603.The geoid height was determined by GEOID03.
 OC2603
 OC2603;                    North         East     Units Scale Factor Converg.
 OC2603;SPC ME W     -   126,216.625   866,095.404   MT  0.99998080   -0 17 36.0
 OC2603;UTM  19      - 4,869,618.150   372,521.528   MT  0.99979987   -1 06 12.4
 OC2603
 OC2603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2603!SPC ME W     -   0.99998850  x   0.99998080  =   0.99996930
 OC2603!UTM  19      -   0.99998850  x   0.99979987  =   0.99978837
 OC2603
 OC2603|---------------------------------------------------------------------|
 OC2603| PID    Reference Object                     Distance      Geod. Az  |
 OC2603|                                                           dddmmss.s |
 OC2603| OC2602 NAPLES RM 1                          19.207 METERS 00710     |
 OC2603| OC2611 SEBAGO TV STA WCSH MAST             APPROX.15.6 KM 2184603.2 |
 OC2603| OC2604 NAPLES AZ MK                        426.685 METERS 2870523.7 |
 OC2603| CE8342 NAPLES RM 2                          13.363 METERS 28831     |
 OC2603|---------------------------------------------------------------------|
 OC2603
 OC2603                          SUPERSEDED SURVEY CONTROL
 OC2603
 OC2603  NAD 83(1992)-  43 58 07.13031(N)    070 35 21.03505(W) AD(       ) 2
 OC2603  NAD 83(1986)-  43 58 07.13732(N)    070 35 21.03904(W) AD(       ) 2
 OC2603  NAD 27      -  43 58 06.86876(N)    070 35 22.82346(W) AD(       ) 2
 OC2603  NGVD 29 (07/19/86)  100.4    (m)          329.     (f) VERT ANG       
 OC2603
 OC2603.Superseded values are not recommended for survey control.
 OC2603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2603.See file dsdata.txt to determine how the superseded data were derived.
 OC2603
 OC2603_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ7252269618(NAD 83)
 OC2603_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OC2603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC2603_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC2603
 OC2603  HISTORY     - Date     Condition        Report By
 OC2603  HISTORY     - 1976     MONUMENTED       NGS
 OC2603  HISTORY     - 1981     GOOD             MEDT
 OC2603  HISTORY     - 20050930 MARK NOT FOUND   GEOCAC
 OC2603
 OC2603                          STATION DESCRIPTION
 OC2603
 OC2603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2603'THE STATION IS LOCATED ON THE NORTH SIDE OF THE BAY OF NAPLES
 OC2603'1 MILE EAST OF NAPLES AND 4 MILES NORTH OF SEBAGO LAKE.
 OC2603'
 OC2603'TO REACH THE STATION FROM THE JUNCTION OF U.S. ROUTE 302, STATE
 OC2603'ROUTES 11 AND 35, ABOUT 1 MILE EAST OF NAPLES, GO EAST ON
 OC2603'ROUTES 302, 11 AND 35 FOR 0.25 MILE TO THE STATION ON THE RIGHT
 OC2603'AT THE EAST END OF A LARGE FIELD.
 OC2603'
 OC2603'THE AZIMUTH MARK IS LOCATED IN THE NORTHWEST CORNER
 OC2603'OF THE INTERSECTION OF ROUTES 302, 11 AND 35.
 OC2603'
 OC2603'THE STATION MARKS, STAMPED---NAPLES 1976---, ARE STANDARD
 OC2603'DISKS.  THE SURFACE DISK IS
 OC2603'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST
 OC2603'WHICH IS FLUSH WITH THE GROUND SURFACE.
 OC2603'IT IS 3 FEET NORTHEAST OF A METAL WITNESS POST, 25 FEET
 OC2603'SOUTHWEST OF THE CENTERLINE OF THE ROAD AND 27 FEET NORTHWEST
 OC2603'OF THE CENTERLINE OF A GRAVEL DRIVE. THE UNDERGROUND MARK IS
 OC2603'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 48
 OC2603'INCHES BELOW THE GROUND SURFACE.
 OC2603'
 OC2603'REFERENCE MARK 1, STAMPED---NAPLES NO 1 1976---, IS A STANDARD
 OC2603'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST THAT
 OC2603'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND SURFACE. IT IS 2.5
 OC2603'FEET SOUTHWEST OF A POLE NUMBER 25/CTC 1, AND 36 FEET
 OC2603'NORTHEAST OF THE CENTERLINE OF THE ROAD.
 OC2603'
 OC2603'REFERENCE MARK 2, STAMPED---NAPLES NO 2 1976---, IS A STANDARD
 OC2603'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST THAT
 OC2603'IS FLUSH WITH THE GROUND SURFACE. IT IS 2.5 FEET NORTHEAST
 OC2603'OF A METAL WITNESS POST AND 27 FEET SOUTHWEST OF THE CENTERLINE
 OC2603'OF THE ROAD.
 OC2603'
 OC2603'THE AZIMUTH MARK, STAMPED---NAPLES 1976---, IS A STANDARD
 OC2603'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST
 OC2603'THAT IS FLUSH WITH THE GROUND SURFACE. IT IS 34.0 FEET
 OC2603'WEST-NORTHWEST OF THE CENTERLINE OF ROUTE 35, 28 FEET
 OC2603'NORTH-NORTHEAST OF THE CENTERLINE OF ROUTES 302 AND 11, 44 FEET
 OC2603'EAST-SOUTHEAST OF A MAINE DEPARTMENT OF TRANSPORTATION PROJECT
 OC2603'MARKER NUMBERED RF 014-1(18)
 OC2603'AND 9.0 FEET SOUTH OF THE SOUTHEAST CORNER OF A 5 FOOT BY 6
 OC2603'FOOT STONE PLANTER.
 OC2603'
 OC2603'THE HEIGHT OF THE LIGHT ABOVE THE STATION WAS 1.0 METERS.
 OC2603'
 OC2603'DESCRIBED BY PHILIP H. PARENT JR.
 OC2603
 OC2603                          STATION RECOVERY (1981)
 OC2603
 OC2603'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1981 (RSL)
 OC2603'NAPLES 1976 NAPLES NO 1 1976 NAPLES NO 2 1976 NAPLES 1976 (AZ. MK.)
 OC2603'ALL MARKS WERE RECOVERED AS DESCRIBED, IN GOOD CONDITION.
 OC2603
 OC2603                          STATION RECOVERY (2005)
 OC2603
 OC2603'RECOVERY NOTE BY GEOCACHING 2005 (JKS)
 OC2603'MAIN STATION, RM 1, RM 2 AND AZIMUTH MARKS ALL NOT FOUND. EXTENSIVE
 OC2603'ROAD WIDENING, NEW COMMERCIAL BUILDINGS, A REBUILD OF THE
 OC2603'INTERSECTION, POLES MOVED AND RENUMBERED AND NO WITNESS POSTS LEADS
 OC2603'ONE TO BELIEVE THE MARKS MAY HAVE BEEN DESTROYED. SUBMITTED BY J.K.
 OC2603'SNYDER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2604 ***********************************************************************
 OC2604  DESIGNATION -  NAPLES AZ MK
 OC2604  PID         -  OC2604
 OC2604  STATE/COUNTY-  ME/CUMBERLAND
 OC2604  USGS QUAD   -  NAPLES (1983)
 OC2604
 OC2604                         *CURRENT SURVEY CONTROL
 OC2604  ___________________________________________________________________
 OC2604* NAD 83(1996)-  43 58 11.19340(N)    070 35 39.33053(W)     ADJUSTED  
 OC2604* NAVD 88     -        93.7    (meters)     307.     (feet)  VERTCON   
 OC2604  ___________________________________________________________________
 OC2604  LAPLACE CORR-           3.36  (seconds)                    DEFLEC99
 OC2604  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 OC2604
 OC2604  HORZ ORDER  -  SECOND
 OC2604
 OC2604.The horizontal coordinates were established by classical geodetic methods
 OC2604.and adjusted by the National Geodetic Survey in March 1998..
 OC2604
 OC2604.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2604
 OC2604.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2604
 OC2604.The geoid height was determined by GEOID03.
 OC2604
 OC2604;                    North         East     Units Scale Factor Converg.
 OC2604;SPC ME W     -   126,344.100   865,688.215   MT  0.99998114   -0 17 48.7
 OC2604;UTM  19      - 4,869,751.345   372,116.255   MT  0.99980115   -1 06 25.2
 OC2604
 OC2604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2604!SPC ME W     -   0.99998952  x   0.99998114  =   0.99997066
 OC2604!UTM  19      -   0.99998952  x   0.99980115  =   0.99979067
 OC2604
 OC2604:                Primary Azimuth Mark                     Grid Az
 OC2604:SPC ME W     -  NAPLES RM 1                              104 49 28.3
 OC2604:UTM  19      -  NAPLES RM 1                              105 38 04.8
 OC2604
 OC2604|---------------------------------------------------------------------|
 OC2604| PID    Reference Object                     Distance      Geod. Az  |
 OC2604|                                                           dddmmss.s |
 OC2604| OC2602 NAPLES RM 1                         423.795 METERS 1043139.6 |
 OC2604| OC2603 NAPLES                              426.685 METERS 1070511.0 |
 OC2604|---------------------------------------------------------------------|
 OC2604
 OC2604                          SUPERSEDED SURVEY CONTROL
 OC2604
 OC2604  NAD 83(1992)-  43 58 11.19255(N)    070 35 39.33157(W) AD(       ) 2
 OC2604  NAD 83(1986)-  43 58 11.19958(N)    070 35 39.33556(W) AD(       ) 2
 OC2604  NAD 27      -  43 58 10.93123(N)    070 35 41.11932(W) AD(       ) 2
 OC2604  NGVD 29 (07/19/86)   93.9    (m)          308.     (f) VERT ANG       
 OC2604
 OC2604.Superseded values are not recommended for survey control.
 OC2604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2604.See file dsdata.txt to determine how the superseded data were derived.
 OC2604
 OC2604_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ7211669751(NAD 83)
 OC2604_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OC2604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC2604_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC2604
 OC2604  HISTORY     - Date     Condition        Report By
 OC2604  HISTORY     - 1976     MONUMENTED       NGS
 OC2604  HISTORY     - 20050930 MARK NOT FOUND   GEOCAC
 OC2604
 OC2604                          STATION DESCRIPTION
 OC2604
 OC2604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2604'THIS STATION WAS ESTABLISHED BY AN EDM MEASUREMENT FROM
 OC2604'TRAVERSE STATION NAPLES. SEE DESCRIPTION THEREOF.
 OC2604'
 OC2604'DESCRIBED BY JERRY E. ELLINGWOOD.
 OC2604'
 OC2604'THE HEIGHT OF LIGHT ABOVE THE STATION WAS 1.0 METER.
 OC2604
 OC2604                          STATION RECOVERY (2005)
 OC2604
 OC2604'RECOVERY NOTE BY GEOCACHING 2005 (JKS)
 OC2604'MARK NOT FOUND. SEE OC2603, NAPLES, FOR DETAILS. SUBMITTED BY J.K.
 OC2604'SNYDER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1710 ***********************************************************************
 PE1710  DESIGNATION -  NAR
 PE1710  PID         -  PE1710
 PE1710  STATE/COUNTY-  ME/HANCOCK
 PE1710  USGS QUAD   -  SULLIVAN (1982)
 PE1710
 PE1710                         *CURRENT SURVEY CONTROL
 PE1710  ___________________________________________________________________
 PE1710* NAD 83(1996)-  44 31 18.76122(N)    068 13 15.07038(W)     ADJUSTED  
 PE1710* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 PE1710  ___________________________________________________________________
 PE1710  LAPLACE CORR-           4.15  (seconds)                    DEFLEC99
 PE1710  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 PE1710
 PE1710  HORZ ORDER  -  THIRD
 PE1710
 PE1710.The horizontal coordinates were established by classical geodetic methods
 PE1710.and adjusted by the National Geodetic Survey in March 1998..
 PE1710
 PE1710.The orthometric height was scaled from a topographic map.
 PE1710
 PE1710.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1710
 PE1710.The geoid height was determined by GEOID03.
 PE1710
 PE1710;                    North         East     Units Scale Factor Converg.
 PE1710;SPC ME E     -    95,054.437   322,189.927   MT  0.99990605   +0 11 44.6
 PE1710;UTM  19      - 4,930,134.556   561,917.310   MT  0.99964715   +0 32 46.8
 PE1710
 PE1710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1710!SPC ME E     -   1.00000335  x   0.99990605  =   0.99990940
 PE1710!UTM  19      -   1.00000335  x   0.99964715  =   0.99965050
 PE1710
 PE1710:                Primary Azimuth Mark                     Grid Az
 PE1710:SPC ME E     -  HANCOCK UNION CHURCH SPIRE               287 38 11.9
 PE1710:UTM  19      -  HANCOCK UNION CHURCH SPIRE               287 17 09.7
 PE1710
 PE1710|---------------------------------------------------------------------|
 PE1710| PID    Reference Object                     Distance      Geod. Az  |
 PE1710|                                                           dddmmss.s |
 PE1710| PE1729 HANCOCK UNION CHURCH SPIRE          APPROX. 3.3 KM 2874956.5 |
 PE1710| PE1727 ISLAND                              APPROX. 4.5 KM 3124049.0 |
 PE1710|---------------------------------------------------------------------|
 PE1710
 PE1710                          SUPERSEDED SURVEY CONTROL
 PE1710
 PE1710  NAD 83(1992)-  44 31 18.75616(N)    068 13 15.07464(W) AD(       ) 3
 PE1710  NAD 83(1986)-  44 31 18.75459(N)    068 13 15.07852(W) AD(       ) 3
 PE1710  NAD 27      -  44 31 18.47300(N)    068 13 17.03700(W) AD(       ) 3
 PE1710
 PE1710.Superseded values are not recommended for survey control.
 PE1710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1710.See file dsdata.txt to determine how the superseded data were derived.
 PE1710
 PE1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK6191730135(NAD 83)
 PE1710
 PE1710  HISTORY     - Date     Condition        Report By
 PE1710  HISTORY     - 1944     MONUMENTED       CGS
 PE1710
 PE1710                          STATION DESCRIPTION
 PE1710
 PE1710'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1710'STATION IS THE BASE OF NORTHWEST LEG OF THE TRANSMISSION TOWER
 PE1710'ON THE EAST SIDE OF THE NARROWS OF THE SULLIVAN RIVER.  THE
 PE1710'POINT OBSERVED FROM IS MARKED BY A 2 X 4 STAKE IN THE GROUND.  THE
 PE1710'STATION WAS OCCUPIED ECCENTRICALLY.
 PE1710'
 PE1710'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK 60 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1062 ***********************************************************************
 PD1062  DESIGNATION -  NARRAGUAGUS LIGHTHOUSE
 PD1062  PID         -  PD1062
 PD1062  STATE/COUNTY-  ME/WASHINGTON
 PD1062  USGS QUAD   -  BOIS BUBERT (1950)
 PD1062
 PD1062                         *CURRENT SURVEY CONTROL
 PD1062  ___________________________________________________________________
 PD1062* NAD 83(1996)-  44 27 21.42233(N)    067 49 52.52702(W)     ADJUSTED  
 PD1062* NAVD 88     -                                                        
 PD1062  ___________________________________________________________________
 PD1062  LAPLACE CORR-           4.60  (seconds)                    DEFLEC99
 PD1062  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 PD1062
 PD1062  HORZ ORDER  -  THIRD
 PD1062
 PD1062.The horizontal coordinates were established by classical geodetic methods
 PD1062.and adjusted by the National Geodetic Survey in March 1998..
 PD1062
 PD1062
 PD1062.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1062
 PD1062.The geoid height was determined by GEOID03.
 PD1062
 PD1062;                    North         East     Units Scale Factor Converg.
 PD1062;SPC ME E     -    87,908.813   353,219.528   MT  0.99993482   +0 28 06.1
 PD1062;UTM  19      - 4,923,180.535   592,982.460   MT  0.99970632   +0 49 07.0
 PD1062
 PD1062                          SUPERSEDED SURVEY CONTROL
 PD1062
 PD1062  NAD 83(1992)-  44 27 21.41872(N)    067 49 52.52838(W) AD(       ) 4
 PD1062  NAD 83(1986)-  44 27 21.41521(N)    067 49 52.53241(W) AD(       ) 4
 PD1062  NAD 27      -  44 27 21.14000(N)    067 49 54.52800(W) AD(       ) 3
 PD1062
 PD1062.Superseded values are not recommended for survey control.
 PD1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1062.See file dsdata.txt to determine how the superseded data were derived.
 PD1062
 PD1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK9298223181(NAD 83)
 PD1062
 PD1062  HISTORY     - Date     Condition        Report By
 PD1062  HISTORY     - UNK      MONUMENTED
 PD1062  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PD1062  HISTORY     - 1945     SEE DESCRIPTION  CGS
 PD1062
 PD1062                          STATION DESCRIPTION
 PD1062
 PD1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PD1062'THIS INTERSECTION STATION IS THE CENTER OF THE OLD LIGHTHOUSE
 PD1062'TOWER ON POND ISLAND IN NARRAGUAGUS BAY.  THE LIGHT HAS BEEN
 PD1062'DISMANTLED, BUT THE CENTER OF THE TOWER CHECKS THE POSITION
 PD1062'OF THE OLD STATION.
 PD1062
 PD1062                          STATION RECOVERY (1945)
 PD1062
 PD1062'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (FLP)
 PD1062'STATION RECOVERED IN GOOD CONDITION EXCEPT FOR DISMANTLED LIGHT
 PD1062'AS DESCRIBED.  PRESENT DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1703 ***********************************************************************
 QF1703  DESIGNATION -  NARROW IBC
 QF1703  PID         -  QF1703
 QF1703  STATE/COUNTY-  ME/WASHINGTON
 QF1703  USGS QUAD   -  FOREST CITY (1988)
 QF1703
 QF1703                         *CURRENT SURVEY CONTROL
 QF1703  ___________________________________________________________________
 QF1703* NAD 83(1996)-  45 41 03.49851(N)    067 43 57.43945(W)     ADJUSTED  
 QF1703* NAVD 88     -       131.     (meters)     430.     (feet)  SCALED    
 QF1703  ___________________________________________________________________
 QF1703  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 QF1703  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 QF1703
 QF1703  HORZ ORDER  -  THIRD
 QF1703
 QF1703.The horizontal coordinates were established by classical geodetic methods
 QF1703.and adjusted by the National Geodetic Survey in March 1998..
 QF1703
 QF1703.The orthometric height was scaled from a topographic map.
 QF1703
 QF1703.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1703
 QF1703.The geoid height was determined by GEOID03.
 QF1703
 QF1703;                    North         East     Units Scale Factor Converg.
 QF1703;SPC ME E     -   224,474.955   359,774.765   MT  0.99994391   +0 32 56.7
 QF1703;UTM  19      - 5,059,753.659   598,692.441   MT  0.99971975   +0 54 24.8
 QF1703
 QF1703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1703!SPC ME E     -   0.99998322  x   0.99994391  =   0.99992713
 QF1703!UTM  19      -   0.99998322  x   0.99971975  =   0.99970298
 QF1703
 QF1703                          SUPERSEDED SURVEY CONTROL
 QF1703
 QF1703  NAD 83(1992)-  45 41 03.49530(N)    067 43 57.43762(W) AD(       ) 3
 QF1703  NAD 83(1986)-  45 41 03.49973(N)    067 43 57.45395(W) AD(       ) 3
 QF1703  NAD 27      -  45 41 03.28000(N)    067 43 59.42300(W) AD(       ) 3
 QF1703
 QF1703.Superseded values are not recommended for survey control.
 QF1703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1703.See file dsdata.txt to determine how the superseded data were derived.
 QF1703
 QF1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9869259754(NAD 83)
 QF1703_MARKER: DD = SURVEY DISK
 QF1703_SETTING: 80 = SET IN A BOULDER
 QF1703_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF1703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1703+STABILITY: SURFACE MOTION
 QF1703
 QF1703  HISTORY     - Date     Condition        Report By
 QF1703  HISTORY     - 1912     MONUMENTED       IBC
 QF1703  HISTORY     - 1955     GOOD             IBC
 QF1703  HISTORY     - 1972     GOOD             IBC
 QF1703
 QF1703                          STATION DESCRIPTION
 QF1703
 QF1703'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (AJB)
 QF1703'ABOUT 40 FEET BACK FROM THE E SHORE OF MUD LAKE, JUST BELOW THE
 QF1703'NARROWEST POINT IN THE LAKE, ABOUT 1.5 MILES N OF FOREST CITY.  IT IS
 QF1703'DIRECTLY INSHORE FROM REFERENCE MONUMENT 68, ABOUT 25 FEET OUTSIDE
 QF1703'THE EDGE OF TREES, AND 75 FEET S OF THE TIMBER OF THE EXTREME POINT.
 QF1703'THE STATION ROCK IS 12 BY 7 FEET AND 3-1/2 FEET HIGH AND CONTAINS 2
 QF1703'HOLES DRILLED FOR GUY WIRES.
 QF1703'
 QF1703'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE IN THE ROCK.  A
 QF1703'CROSS WITHIN A TRIANGLE IS CUT ON A LARGE PEAKED ROCK 2 METERS HIGH,
 QF1703'8.78 METERS N OF THE STATION.  A CROSS WITHIN A TRIANGLE IS CUT IN A
 QF1703'ROCK 3.69 METERS LAKEWARD FROM THE STATION.  A CROSS IS CUT IN A LOW
 QF1703'TRIANGULAR ROCK 3.50 METERS LANDWARD FROM THE STATION.  THE STATION
 QF1703'IS 0.40 METER N OF THE LINE JOINING THE LAST TWO CROSSES.
 QF1703
 QF1703                          STATION RECOVERY (1955)
 QF1703
 QF1703'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1703'STATION RECOVERED IN GOOD CONDITION.
 QF1703
 QF1703                          STATION RECOVERY (1972)
 QF1703
 QF1703'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1703'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0369 ***********************************************************************
 OB0369  DESIGNATION -  NARROWS
 OB0369  PID         -  OB0369
 OB0369  STATE/COUNTY-  ME/KNOX
 OB0369  USGS QUAD   -  FRIENDSHIP (1973)
 OB0369
 OB0369                         *CURRENT SURVEY CONTROL
 OB0369  ___________________________________________________________________
 OB0369* NAD 83(1996)-  43 59 05.32745(N)    069 15 35.88373(W)     ADJUSTED  
 OB0369* NAVD 88     -                                                        
 OB0369  ___________________________________________________________________
 OB0369  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 OB0369  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 OB0369
 OB0369  HORZ ORDER  -  THIRD
 OB0369
 OB0369.The horizontal coordinates were established by classical geodetic methods
 OB0369.and adjusted by the National Geodetic Survey in March 1998..
 OB0369
 OB0369
 OB0369.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0369
 OB0369.The geoid height was determined by GEOID03.
 OB0369
 OB0369;                    North         East     Units Scale Factor Converg.
 OB0369;SPC ME E     -    35,626.143   239,036.368   MT  0.99994570   -0 31 40.0
 OB0369;SPC ME W     -   128,325.681   972,739.108   MT  1.00003172   +0 37 46.9
 OB0369;UTM  19      - 4,870,218.922   479,152.002   MT  0.99960535   -0 10 49.9
 OB0369
 OB0369                          SUPERSEDED SURVEY CONTROL
 OB0369
 OB0369  NAD 83(1992)-  43 59 05.33119(N)    069 15 35.86599(W) AD(       ) 4
 OB0369  NAD 83(1986)-  43 59 05.33558(N)    069 15 35.87264(W) AD(       ) 4
 OB0369  NAD 27      -  43 59 05.03000(N)    069 15 37.71000(W) AD(       ) 3
 OB0369
 OB0369.Superseded values are not recommended for survey control.
 OB0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0369.See file dsdata.txt to determine how the superseded data were derived.
 OB0369
 OB0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ7915270219(NAD 83)
 OB0369
 OB0369  HISTORY     - Date     Condition        Report By
 OB0369  HISTORY     - UNK      MONUMENTED
 OB0369  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OB0369
 OB0369                          STATION DESCRIPTION
 OB0369
 OB0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FLP)
 OB0369'A SEARCH WAS MADE AND TWO PROMINENT LEDGES COVERED WITH MOSS AND
 OB0369'SPRUCE TREES WERE FOUND BUT NO MARK.  PLANE-TABLE AND AIR
 OB0369'COMPILATION METHODS MIGHT LOCATE THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1711 ***********************************************************************
 PE1711  DESIGNATION -  NARROWS
 PE1711  PID         -  PE1711
 PE1711  STATE/COUNTY-  ME/HANCOCK
 PE1711  USGS QUAD   -  SULLIVAN (1982)
 PE1711
 PE1711                         *CURRENT SURVEY CONTROL
 PE1711  ___________________________________________________________________
 PE1711* NAD 83(1996)-  44 31 18.83703(N)    068 13 14.77778(W)     ADJUSTED  
 PE1711* NAVD 88     -        18.     (meters)      59.     (feet)  SCALED    
 PE1711  ___________________________________________________________________
 PE1711  LAPLACE CORR-           4.15  (seconds)                    DEFLEC99
 PE1711  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 PE1711
 PE1711  HORZ ORDER  -  THIRD
 PE1711
 PE1711.The horizontal coordinates were established by classical geodetic methods
 PE1711.and adjusted by the National Geodetic Survey in March 1998..
 PE1711
 PE1711.The orthometric height was scaled from a topographic map.
 PE1711
 PE1711.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1711
 PE1711.The geoid height was determined by GEOID03.
 PE1711
 PE1711;                    North         East     Units Scale Factor Converg.
 PE1711;SPC ME E     -    95,056.798   322,196.380   MT  0.99990606   +0 11 44.8
 PE1711;UTM  19      - 4,930,136.957   561,923.747   MT  0.99964715   +0 32 47.0
 PE1711
 PE1711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1711!SPC ME E     -   1.00000100  x   0.99990606  =   0.99990706
 PE1711!UTM  19      -   1.00000100  x   0.99964715  =   0.99964815
 PE1711
 PE1711:                Primary Azimuth Mark                     Grid Az
 PE1711:SPC ME E     -  SULLIVAN HOTEL FLAGSTAFF                 087 26 52.5
 PE1711:UTM  19      -  SULLIVAN HOTEL FLAGSTAFF                 087 05 50.3
 PE1711
 PE1711|---------------------------------------------------------------------|
 PE1711| PID    Reference Object                     Distance      Geod. Az  |
 PE1711|                                                           dddmmss.s |
 PE1711| PE1714 SULLIVAN HOTEL FLAGSTAFF            APPROX. 1.0 KM 0873837.3 |
 PE1711| PE1729 HANCOCK UNION CHURCH SPIRE          APPROX. 3.3 KM 2874530.7 |
 PE1711| PE1719 SULLIVAN W MINING CO BARN FLAG      APPROX. 1.5 KM 3080028.6 |
 PE1711|---------------------------------------------------------------------|
 PE1711
 PE1711                          SUPERSEDED SURVEY CONTROL
 PE1711
 PE1711  NAD 83(1992)-  44 31 18.83138(N)    068 13 14.78051(W) AD(       ) 3
 PE1711  NAD 83(1986)-  44 31 18.82970(N)    068 13 14.78407(W) AD(       ) 3
 PE1711  NAD 27      -  44 31 18.55000(N)    068 13 16.73000(W) AD(       ) 3
 PE1711
 PE1711.Superseded values are not recommended for survey control.
 PE1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1711.See file dsdata.txt to determine how the superseded data were derived.
 PE1711
 PE1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK6192430137(NAD 83)
 PE1711
 PE1711  HISTORY     - Date     Condition        Report By
 PE1711  HISTORY     - UNK      MONUMENTED
 PE1711  HISTORY     - 1933     SEE DESCRIPTION  MEGS
 PE1711  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE1711
 PE1711                          STATION DESCRIPTION
 PE1711
 PE1711'DESCRIBED BY MAINE GEODETIC SURVEY 1933
 PE1711'STATION WAS EVIDENTLY ON A KNOLL AT THE END OF FALLS POINT,
 PE1711'BETWEEN SULLIVAN AND WEST SULLIVAN.  IT MAY EASILY BE REACHED
 PE1711'FROM U.S. HIGHWAY NO. 1, AS SHOWN ON THE U.S.G.S. TUNK LAKE
 PE1711'SHEET, BY FOLLOWING A FOOT-PATH THROUGH OPEN FIELDS, ALONG THE
 PE1711'POINT.  THE KNOLL IS PARTLY WOODED, WITH A PROMINENT STEEL
 PE1711'TRANSMISSION LINE TOWER ON THE TOP.  THERE ARE A FEW SMALL
 PE1711'BOULDERS ON THE KNOLL, BUT I FAILED TO FIND ANY DRILL HOLE OR
 PE1711'OTHER SURFACE MARK.  IN THE ABSENCE OF A DESCRIPTION I DO NOT
 PE1711'KNOW HOW THE STATION WAS MARKED, IF AT ALL.
 PE1711
 PE1711                          STATION RECOVERY (1944)
 PE1711
 PE1711'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1711'SUMMIT OF KNOLL ON FALLS POINT WAS THOROUGHLY SEARCHED FOR BUT
 PE1711'NO SURFACE EVIDENCE OF THE STATION COULD BE FOUND.  IT SHOULD
 PE1711'BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0700 ***********************************************************************
 QF0700  DESIGNATION -  NARROWS
 QF0700  PID         -  QF0700
 QF0700  STATE/COUNTY-  ME/WASHINGTON
 QF0700  USGS QUAD   -  DEVILS HEAD (1977)
 QF0700
 QF0700                         *CURRENT SURVEY CONTROL
 QF0700  ___________________________________________________________________
 QF0700* NAD 83(1996)-  45 09 44.29694(N)    067 13 33.32945(W)     ADJUSTED  
 QF0700* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 QF0700  ___________________________________________________________________
 QF0700  LAPLACE CORR-           4.04  (seconds)                    DEFLEC99
 QF0700  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 QF0700
 QF0700  HORZ ORDER  -  THIRD
 QF0700
 QF0700.The horizontal coordinates were established by classical geodetic methods
 QF0700.and adjusted by the National Geodetic Survey in March 1998..
 QF0700
 QF0700.The orthometric height was scaled from a topographic map.
 QF0700
 QF0700.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0700
 QF0700.The geoid height was determined by GEOID03.
 QF0700
 QF0700;                    North         East     Units Scale Factor Converg.
 QF0700;SPC ME E     -   166,968.948   400,162.724   MT  1.00002332   +0 54 12.7
 QF0700;UTM  19      - 5,002,511.576   639,428.845   MT  0.99983904   +1 15 29.6
 QF0700
 QF0700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0700!SPC ME E     -   1.00000272  x   1.00002332  =   1.00002604
 QF0700!UTM  19      -   1.00000272  x   0.99983904  =   0.99984176
 QF0700
 QF0700|---------------------------------------------------------------------|
 QF0700| PID    Reference Object                     Distance      Geod. Az  |
 QF0700|                                                           dddmmss.s |
 QF0700| QF0745 HILLS IBC                           333.039 METERS 00156     |
 QF0700| QF0727 MARK POINT LH FINIAL IBC            APPROX. 1.5 KM 0544709.1 |
 QF0700| CE8977 NARROWS RM 1                         19.199 METERS 17330     |
 QF0700| CE8978 NARROWS RM 2                         16.696 METERS 20958     |
 QF0700| QF0706 REFERENCE MON 233=BOG BROOK LH      126.093 METERS 29453     |
 QF0700|---------------------------------------------------------------------|
 QF0700
 QF0700                          SUPERSEDED SURVEY CONTROL
 QF0700
 QF0700  NAD 83(1992)-  45 09 44.29149(N)    067 13 33.32768(W) AD(       ) 3
 QF0700  NAD 83(1986)-  45 09 44.29445(N)    067 13 33.33225(W) AD(       ) 3
 QF0700  NAD 27      -  45 09 44.02000(N)    067 13 35.37400(W) AD(       ) 3
 QF0700
 QF0700.Superseded values are not recommended for survey control.
 QF0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0700.See file dsdata.txt to determine how the superseded data were derived.
 QF0700
 QF0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL3942902512(NAD 83)
 QF0700_MARKER: DH = HORIZONTAL CONTROL DISK
 QF0700_SETTING: 80 = SET IN A BOULDER
 QF0700_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF0700
 QF0700  HISTORY     - Date     Condition        Report By
 QF0700  HISTORY     - 1909     MONUMENTED       IBC
 QF0700  HISTORY     - 1946     SEE DESCRIPTION  CGS
 QF0700  HISTORY     - 1972     MARK NOT FOUND   IBC
 QF0700
 QF0700                          STATION DESCRIPTION
 QF0700
 QF0700'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JEM)
 QF0700'ON THE S BANK OF THE ST CROIX RIVER, ABOUT 3-1/2 MILES BELOW CALAIS,
 QF0700'ON THAT PORTION OF THE RIVER KNOWN AS THE NARROWS.  THE STATION IS
 QF0700'ABOUT 120 METERS DOWNSTREAM FROM WHITLOCKS MILL LIGHTHOUSE, ON THE TOP
 QF0700'OF THE BANK ABOUT 3 METERS FROM THE LEDGE.  A COTTAGE IS 30 METERS
 QF0700'DOWNSTREAM FROM THE STATION.
 QF0700'
 QF0700'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE IN THE TOP OF A
 QF0700'PYRADMIDAL-TOPPED STONE.  THE LETTERS---U.S.R.M.---ARE CUT IN THE
 QF0700'STONE.  A CROSS WITHIN A TRIANGLE IS CUT IN A STONE S 6 30 E, 19.20
 QF0700'METERS FROM THE STATION, AND A LIKE MARK IS CUT IN A STONE S 29
 QF0700'58 W, 16.70 METERS FROM THE STATION.  THERE IS AN EYEBOLT ABOUT 2
 QF0700'METERS EAST.
 QF0700
 QF0700                          STATION RECOVERY (1946)
 QF0700
 QF0700'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (NWS)
 QF0700'THE STATION IS ON THE S BANK OF THE ST. CROIX RIVER, ABOUT 3-1/2
 QF0700'MILES BELOW CALAIS, ON THAT PORTION OF THE RIVER KNOWN AS THE
 QF0700'NARROWS.  THE STATION IS ABOUT 120 METERS DOWNSTREAM FROM
 QF0700'WHITLOCKS MILL LIGHTHOUSE, ON THE TOP OF THE BANK, ABOUT 3 METERS
 QF0700'FROM THE LEDGE.  A COTTAGE IS 30 METERS DOWNSTREAM FROM THE
 QF0700'STATION.
 QF0700'
 QF0700'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE IN THE TOP OF
 QF0700'A PYRAMIDAL-TOPPED STONE.  THE LETTERS U.S.R.M. ARE CUT IN THE
 QF0700'STONE.  A CROSS WITHIN A TRIANGLE IS CUT IN A STONE S. 6 DEG 30 MIN
 QF0700'E., 19.20 METERS FROM THE STATION, AND A LIKE MARK IS CUT IN A
 QF0700'STONE S. 29 DEG 58 MIN W., 16.70 METERS FROM THE STATION.  THERE
 QF0700'IS AN EYEBOLT ABOUT 2 METERS EAST.
 QF0700
 QF0700                          STATION RECOVERY (1972)
 QF0700
 QF0700'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF0700'THREE MEN SEARCHED FOR MORE THAN A HALF HOUR WITHOUT FINDING THIS
 QF0700'STATION. THE COTTAGE MENTIONED IN THE DESCRIPTION HAS BEEN REPLACED BY
 QF0700'A NEW ONE WHICH BELONGS TO DR MASON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1019 ***********************************************************************
 PD1019  DESIGNATION -  NARROWS MOUNTAIN
 PD1019  PID         -  PD1019
 PD1019  STATE/COUNTY-  ME/WASHINGTON
 PD1019  USGS QUAD   -  MACHIAS (1977)
 PD1019
 PD1019                         *CURRENT SURVEY CONTROL
 PD1019  ___________________________________________________________________
 PD1019* NAD 83(1996)-  44 38 55.25640(N)    067 26 10.66692(W)     ADJUSTED  
 PD1019* NAVD 88     -                                                        
 PD1019  ___________________________________________________________________
 PD1019  LAPLACE CORR-           4.60  (seconds)                    DEFLEC99
 PD1019  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 PD1019
 PD1019  HORZ ORDER  -  THIRD
 PD1019
 PD1019.The horizontal coordinates were established by classical geodetic methods
 PD1019.and adjusted by the National Geodetic Survey in March 1998..
 PD1019
 PD1019
 PD1019.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1019
 PD1019.The geoid height was determined by GEOID03.
 PD1019
 PD1019;                    North         East     Units Scale Factor Converg.
 PD1019;SPC ME E     -   109,656.501   384,372.236   MT  0.99998751   +0 44 51.3
 PD1019;UTM  19      - 4,945,113.895   623,994.792   MT  0.99978907   +1 05 56.6
 PD1019
 PD1019                          SUPERSEDED SURVEY CONTROL
 PD1019
 PD1019  NAD 83(1992)-  44 38 55.25228(N)    067 26 10.66481(W) AD(       ) 4
 PD1019  NAD 83(1986)-  44 38 55.24826(N)    067 26 10.66730(W) AD(       ) 4
 PD1019  NAD 27      -  44 38 54.97000(N)    067 26 12.70900(W) AD(       ) 3
 PD1019
 PD1019.Superseded values are not recommended for survey control.
 PD1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1019.See file dsdata.txt to determine how the superseded data were derived.
 PD1019
 PD1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK2399545114(NAD 83)
 PD1019
 PD1019  HISTORY     - Date     Condition        Report By
 PD1019  HISTORY     - UNK      MONUMENTED
 PD1019  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD1019
 PD1019                          STATION DESCRIPTION
 PD1019
 PD1019'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD1019'THE AREA AROUND THE PLOTTED POSITION WHICH IS COVERED WITH A
 PD1019'DENSE GROWTH OF SPRUCE AND A THICK MAT OF MOSS AND ROOTS
 PD1019'UNDERFOOT WAS SEARCHED BUT NO EVIDENCE OF THE STATION COULD BE
 PD1019'FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1884 ***********************************************************************
 QF1884  DESIGNATION -  NARROWS TABLET IBC
 QF1884  PID         -  QF1884
 QF1884  STATE/COUNTY-  ME/AROOSTOOK
 QF1884  USGS QUAD   -  ORIENT (1989)
 QF1884
 QF1884                         *CURRENT SURVEY CONTROL
 QF1884  ___________________________________________________________________
 QF1884* NAD 83(1996)-  45 50 34.73039(N)    067 46 34.36265(W)     ADJUSTED  
 QF1884* NAVD 88     -       132.     (meters)     433.     (feet)  SCALED    
 QF1884  ___________________________________________________________________
 QF1884  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 QF1884  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 QF1884
 QF1884  HORZ ORDER  -  THIRD
 QF1884
 QF1884.The horizontal coordinates were established by classical geodetic methods
 QF1884.and adjusted by the National Geodetic Survey in March 1998..
 QF1884
 QF1884.The orthometric height was scaled from a topographic map.
 QF1884
 QF1884.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1884
 QF1884.The geoid height was determined by GEOID03.
 QF1884
 QF1884;                    North         East     Units Scale Factor Converg.
 QF1884;SPC ME E     -   242,077.802   356,219.737   MT  0.99993884   +0 31 09.4
 QF1884;UTM  19      - 5,077,329.957   595,028.235   MT  0.99971102   +0 52 41.0
 QF1884
 QF1884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1884!SPC ME E     -   0.99998304  x   0.99993884  =   0.99992188
 QF1884!UTM  19      -   0.99998304  x   0.99971102  =   0.99969407
 QF1884
 QF1884                          SUPERSEDED SURVEY CONTROL
 QF1884
 QF1884  NAD 83(1992)-  45 50 34.72772(N)    067 46 34.36126(W) AD(       ) 3
 QF1884  NAD 83(1986)-  45 50 34.73384(N)    067 46 34.38173(W) AD(       ) 3
 QF1884  NAD 27      -  45 50 34.52815(N)    067 46 36.34249(W) AD(       ) 3
 QF1884
 QF1884.Superseded values are not recommended for survey control.
 QF1884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1884.See file dsdata.txt to determine how the superseded data were derived.
 QF1884
 QF1884_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9502877330(NAD 83)
 QF1884_MARKER: DD = SURVEY DISK
 QF1884_SETTING: 80 = SET IN A BOULDER
 QF1884_SP_SET: SET IN A DRILL HOLE IN A BOULDER
 QF1884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1884+STABILITY: SURFACE MOTION
 QF1884
 QF1884  HISTORY     - Date     Condition        Report By
 QF1884  HISTORY     - 1912     MONUMENTED       IBC
 QF1884  HISTORY     - 1955     GOOD             IBC
 QF1884  HISTORY     - 1972     GOOD             IBC
 QF1884
 QF1884                          STATION DESCRIPTION
 QF1884
 QF1884'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (JEM)
 QF1884'ABOUT 25 FEET W OF MONUMENT BROOK, IN A THICK FIR GROVE, ABOUT A
 QF1884'MILE ABOVE NORTH LAKE, AT---THE NARROWS---.  THE STATION IS N 55
 QF1884'DEGREES W, 8.6 METERS, FROM REFERENCE MONUMENT 18 AND ON THE N SIDE
 QF1884'OF A SMALL HOLLOW.
 QF1884'
 QF1884'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE SURROUNDED BY A
 QF1884'TRIANGLE CUT IN A GRANITE ROCK ABOUT 2 FEET IN DIAMETER.
 QF1884
 QF1884                          STATION RECOVERY (1955)
 QF1884
 QF1884'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1884'STATION RECOVERED IN GOOD CONDITION.
 QF1884
 QF1884                          STATION RECOVERY (1972)
 QF1884
 QF1884'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1884'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2243 ***********************************************************************
 PE2243  DESIGNATION -  NASH
 PE2243  PID         -  PE2243
 PE2243  STATE/COUNTY-  ME/SOMERSET
 PE2243  USGS QUAD   -  BURNHAM (1982)
 PE2243
 PE2243                         *CURRENT SURVEY CONTROL
 PE2243  ___________________________________________________________________
 PE2243* NAD 83(1996)-  44 44 57.37856(N)    069 26 47.23407(W)     ADJUSTED  
 PE2243* NAVD 88     -       134.3    (meters)     441.     (feet)  VERTCON   
 PE2243  ___________________________________________________________________
 PE2243  LAPLACE CORR-           4.24  (seconds)                    DEFLEC99
 PE2243  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 PE2243
 PE2243  HORZ ORDER  -  SECOND
 PE2243
 PE2243.The horizontal coordinates were established by classical geodetic methods
 PE2243.and adjusted by the National Geodetic Survey in March 1998..
 PE2243
 PE2243.The NAVD 88 height was computed by applying the VERTCON shift value to
 PE2243.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PE2243
 PE2243.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2243
 PE2243.The geoid height was determined by GEOID03.
 PE2243
 PE2243;                    North         East     Units Scale Factor Converg.
 PE2243;SPC ME W     -   213,121.685   957,031.728   MT  1.00000665   +0 30 25.4
 PE2243;SPC ME E     -   120,718.836   225,057.820   MT  0.99996904   -0 39 58.8
 PE2243;UTM  19      - 4,955,195.226   464,659.475   MT  0.99961536   -0 18 51.5
 PE2243
 PE2243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2243!SPC ME W     -   0.99998294  x   1.00000665  =   0.99998959
 PE2243!SPC ME E     -   0.99998294  x   0.99996904  =   0.99995198
 PE2243!UTM  19      -   0.99998294  x   0.99961536  =   0.99959831
 PE2243
 PE2243|---------------------------------------------------------------------|
 PE2243| PID    Reference Object                     Distance      Geod. Az  |
 PE2243|                                                           dddmmss.s |
 PE2243| CE8578 NASH RM 1                            31.165 METERS 01601     |
 PE2243| PE2247 LIBBY                               APPROX.16.9 KM 0444532.2 |
 PE2243| CE8579 NASH RM 2                            24.638 METERS 12734     |
 PE2243| CE8577 NASH AZ MK                                         1472716.7 |
 PE2243|---------------------------------------------------------------------|
 PE2243
 PE2243                          SUPERSEDED SURVEY CONTROL
 PE2243
 PE2243  NAD 83(1992)-  44 44 57.37590(N)    069 26 47.23022(W) AD(       ) 2
 PE2243  NAD 83(1986)-  44 44 57.37976(N)    069 26 47.24039(W) AD(       ) 2
 PE2243  NAD 27      -  44 44 57.14880(N)    069 26 49.06280(W) AD(       ) 2
 PE2243  NGVD 29 (07/19/86)  134.5    (m)          441.     (f) VERT ANG       
 PE2243
 PE2243.Superseded values are not recommended for survey control.
 PE2243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2243.See file dsdata.txt to determine how the superseded data were derived.
 PE2243
 PE2243_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK6465955195(NAD 83)
 PE2243_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PE2243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE2243
 PE2243  HISTORY     - Date     Condition        Report By
 PE2243  HISTORY     - 1958     MONUMENTED       CGS
 PE2243
 PE2243                          STATION DESCRIPTION
 PE2243
 PE2243'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 PE2243'STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF PITTSFIELD AND
 PE2243'ABOUT 4 MILES NORTH NORTHWEST OF BURNHAM AT THE JUNCTION OF A
 PE2243'ROAD FORK KNOWN LOCALLY AS NASH CORNER.  STATION IS 28 FEET WEST
 PE2243'NORTHWEST OF THE APPROXIMATE CENTERLINE OF BLACKTOP ROAD, 15
 PE2243'FEET NORTHWEST OF THE APPROXIMATE CENTER OF DIRT ROAD AND 8 FEET
 PE2243'SOUTH SOUTHWEST OF WITNESS POST.  THE MARK IS FLUSH WITH THE
 PE2243'GROUND AND THE DISK IS STAMPED NASH 1958.
 PE2243'
 PE2243'REFERENCE MARK NO. 1 IS 18 FEET SOUTHEAST OF THE APPROXIMATE
 PE2243'CENTER OF ROAD AND 2 FEET SOUTH OF UTILITY POLE.  THE MARK IS
 PE2243'FLUSH WITH THE GROUND AND THE DISK IS STAMPED NASH NO 1 1958.
 PE2243'
 PE2243'REFERENCE MARK NO. 2 IS 21 FEET SOUTHEAST OF THE APPROXIMATE
 PE2243'CENTER OF ROAD AND 3 FEET NORTHEAST OF GUY POLE.  THE MARK IS
 PE2243'FLUSH WITH THE GROUND AND THE DISK IS STAMPED NASH NO 2 1958.
 PE2243'
 PE2243'AZIMUTH MARK IS 21 FEET WEST OF THE APPROXIMATE CENTER OF ROAD
 PE2243'AND 3 FEET NORTH OF WITNESS POST.  THE MARK PROJECTS ABOUT 4
 PE2243'INCHES AND THE DISK IS STAMPED NASH 1958.
 PE2243'
 PE2243'TO REACH FROM THE CROSSROADS IN BURNHAM, ABOUT ONE BLOCK EAST
 PE2243'OF THE RAILROAD DEPOT AND POST OFFICE, GO NORTHERLY ON STATE
 PE2243'HIGHWAY 100 FOR 2.2 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND
 PE2243'GO NORTHWESTERLY FOR 2.7 MILES TO THE AZIMUTH MARK ON THE LEFT
 PE2243'AS DESCRIBED.  CONTINUE FOR 0.15 MILE TO REVERSE FORK LEFT AND
 PE2243'STATION ON THE LEFT AS DESCRIBED.
 PE2243'
 PE2243'SOME CLEARING NECESSARY TO MAKE AZIMUTH MARK V.G.
 PE2243'
 PE2243'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1050 ***********************************************************************
 PD1050  DESIGNATION -  NASH ISLAND LIGHTHOUSE NEW
 PD1050  PID         -  PD1050
 PD1050  STATE/COUNTY-  ME/WASHINGTON
 PD1050  USGS QUAD   -  DRISKO ISLAND (1975)
 PD1050
 PD1050                         *CURRENT SURVEY CONTROL
 PD1050  ___________________________________________________________________
 PD1050* NAD 83(1996)-  44 27 51.34622(N)    067 44 50.33368(W)     ADJUSTED  
 PD1050* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 PD1050  ___________________________________________________________________
 PD1050  LAPLACE CORR-           3.77  (seconds)                    DEFLEC99
 PD1050  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 PD1050
 PD1050  HORZ ORDER  -  THIRD
 PD1050
 PD1050.The horizontal coordinates were established by classical geodetic methods
 PD1050.and adjusted by the National Geodetic Survey in March 1998..
 PD1050
 PD1050.The orthometric height was scaled from a topographic map.
 PD1050
 PD1050.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1050
 PD1050.The geoid height was determined by GEOID03.
 PD1050
 PD1050;                    North         East     Units Scale Factor Converg.
 PD1050;SPC ME E     -    88,890.421   359,891.315   MT  0.99994410   +0 31 38.1
 PD1050;UTM  19      - 4,924,202.680   599,646.620   MT  0.99972211   +0 52 39.1
 PD1050
 PD1050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD1050!SPC ME E     -   1.00000368  x   0.99994410  =   0.99994778
 PD1050!UTM  19      -   1.00000368  x   0.99972211  =   0.99972579
 PD1050
 PD1050:                Primary Azimuth Mark                     Grid Az
 PD1050:SPC ME E     -  PIGEON                                   264 23 39.4
 PD1050:UTM  19      -  PIGEON                                   264 02 38.4
 PD1050
 PD1050|---------------------------------------------------------------------|
 PD1050| PID    Reference Object                     Distance      Geod. Az  |
 PD1050|                                                           dddmmss.s |
 PD1050| PD1071 PIGEON                              APPROX.11.4 KM 2645517.5 |
 PD1050|---------------------------------------------------------------------|
 PD1050
 PD1050                          SUPERSEDED SURVEY CONTROL
 PD1050
 PD1050  NAD 83(1992)-  44 27 51.34224(N)    067 44 50.33428(W) AD(       ) 4
 PD1050  NAD 83(1986)-  44 27 51.33834(N)    067 44 50.33809(W) AD(       ) 4
 PD1050  NAD 27      -  44 27 51.05500(N)    067 44 52.34900(W) AD(       ) 3
 PD1050
 PD1050.Superseded values are not recommended for survey control.
 PD1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1050.See file dsdata.txt to determine how the superseded data were derived.
 PD1050
 PD1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK9964724203(NAD 83)
 PD1050_MARKER: 13 = LIGHTHOUSE
 PD1050
 PD1050  HISTORY     - Date     Condition        Report By
 PD1050  HISTORY     - 1902     FIRST OBSERVED   CGS
 PD1050  HISTORY     - 1934     GOOD             CGS
 PD1050  HISTORY     - 1934     GOOD             CGS
 PD1050  HISTORY     - 1959     GOOD             CGS
 PD1050
 PD1050                          STATION DESCRIPTION
 PD1050
 PD1050'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PD1050'THIS STATION IS THE CENTER OF THE LIGHT ON NASH ISLAND, WHICH LIES
 PD1050'ABOUT 2-1/2 MILES S OF CAPE SPLIT, JUST W OF THE ENTRANCE TO
 PD1050'MOOSE-A-BEC REACH.
 PD1050
 PD1050                          STATION RECOVERY (1934)
 PD1050
 PD1050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PD1050'THE STATION WAS LOST WHEN THE LIGHTHOUSE WAS REBUILT MANY YEARS
 PD1050'AGO.  THE NEW LIGHTHOUSE IS CALLED NASH ISLAND LIGHTHOUSE 1902.
 PD1050
 PD1050                          STATION RECOVERY (1959)
 PD1050
 PD1050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GFW)
 PD1050'STATION RECOVERED AS DESCRIBED.  THE PUBLISHED DESCRIPTION IS
 PD1050'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1994 ***********************************************************************
 PE1994  DESIGNATION -  NASKEAG CHURCH CUPOLA
 PE1994  PID         -  PE1994
 PE1994  STATE/COUNTY-  ME/HANCOCK
 PE1994  USGS QUAD   -  STINSON NECK (1983)
 PE1994
 PE1994                         *CURRENT SURVEY CONTROL
 PE1994  ___________________________________________________________________
 PE1994* NAD 83(1996)-  44 14 05.32212(N)    068 31 56.15676(W)     ADJUSTED  
 PE1994* NAVD 88     -                                                        
 PE1994  ___________________________________________________________________
 PE1994  LAPLACE CORR-           4.92  (seconds)                    DEFLEC99
 PE1994  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 PE1994
 PE1994  HORZ ORDER  -  THIRD
 PE1994
 PE1994.The horizontal coordinates were established by classical geodetic methods
 PE1994.and adjusted by the National Geodetic Survey in March 1998..
 PE1994
 PE1994
 PE1994.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1994
 PE1994.The geoid height was determined by GEOID03.
 PE1994
 PE1994;                    North         East     Units Scale Factor Converg.
 PE1994;SPC ME E     -    63,121.516   297,422.572   MT  0.99990008   -0 01 21.0
 PE1994;UTM  19      - 4,898,059.755   537,351.976   MT  0.99961716   +0 19 34.7
 PE1994
 PE1994                          SUPERSEDED SURVEY CONTROL
 PE1994
 PE1994  NAD 83(1992)-  44 14 05.32871(N)    068 31 56.14034(W) AD(       ) 4
 PE1994  NAD 83(1986)-  44 14 05.32930(N)    068 31 56.14392(W) AD(       ) 4
 PE1994  NAD 27      -  44 14 05.04500(N)    068 31 58.06900(W) AD(       ) 3
 PE1994
 PE1994.Superseded values are not recommended for survey control.
 PE1994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1994.See file dsdata.txt to determine how the superseded data were derived.
 PE1994
 PE1994_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ3735298060(NAD 83)
 PE1994
 PE1994  HISTORY     - Date     Condition        Report By
 PE1994  HISTORY     - 1934     MONUMENTED       CGS
 PE1994  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE1994  HISTORY     - 1956     SEE DESCRIPTION  CGS
 PE1994  HISTORY     - 1983     GOOD             USPSQD
 PE1994  HISTORY     - 1988     GOOD             USPSQD
 PE1994
 PE1994                          STATION DESCRIPTION
 PE1994
 PE1994'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1994'THE CHURCH IS THE ONLY ONE ON TOP OF A HILL IN NASKEAG.  IT IS
 PE1994'JUST S OF A SCHOOLHOUSE ON SAME AND E SIDE OF ROAD AND E ACROSS
 PE1994'THE ROAD FROM A CEMETERY WITH WHITE PICKET FENCE.
 PE1994
 PE1994                          STATION RECOVERY (1944)
 PE1994
 PE1994'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1994'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED BY K.G.C. IN
 PE1994'1934.  THE CUPOLA IS TALL, SQUARE, AND SHINGLED, IT HAS A
 PE1994'PYRAMIDAL ROOF WITH A WEATHER VANE AT ITS PEAK, AND SETS AT SW
 PE1994'CORNER OF CHURCH.
 PE1994'
 PE1994'ACCORDING TO A LOCAL RESIDENT AND CHURCH MEMBER, THE CUPOLA
 PE1994'REMAINS UNCHANGED SINCE 1934, EXCEPT FOR THE RESHINGLING ON ONE
 PE1994'SIDE OF ITS ROOF.
 PE1994
 PE1994                          STATION RECOVERY (1956)
 PE1994
 PE1994'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 PE1994'THE STATION WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION
 PE1994'IS AS FOLLOWS--
 PE1994'
 PE1994'THE STATION IS LOCATED ABOUT 3.5 MI. SE OF BROOKLIN, ON THE W
 PE1994'SHORE OF BLUE HILL BAY, AT THE SETTLEMENT OF NASKEAG.  IT IS
 PE1994'ON THE E SIDE OF A HIGHWAY LEADING FROM BROOKLIN TO NASKEAG,
 PE1994'ABOUT 200 FT. S OF A GARAGE AND DIRECTLY ACROSS THE ROAD FROM A
 PE1994'CEMETERY WITH A WHITE PICKET FENCE.
 PE1994'
 PE1994'THE STATION IS THE CUPOLA ON THE SW CORNER OF A CHURCH.  IT IS
 PE1994'TALL, SQUARE, SHINGLED AND HAS A WEATHER VANE AT ITS PEAK.
 PE1994
 PE1994                          STATION RECOVERY (1983)
 PE1994
 PE1994'RECOVERY NOTE BY US POWER SQUADRON 1983 (ELG)
 PE1994'STATION RECOVERED GOOD.
 PE1994'
 PE1994'THE STATION WAS FOUND IN GOOD CONDITION.  THE CHURCH IS IN USE AND
 PE1994'IS WELL MAINTAINED.  THE SIGN IN FRONT IN FRONT LABELS IT AS BETH
 PE1994'EDEN CHAPEL 1900.  THE 1956 DESCRIPTION IS ACCURATE AND COMPLETE.
 PE1994
 PE1994                          STATION RECOVERY (1988)
 PE1994
 PE1994'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE1994'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1998 ***********************************************************************
 PE1998  DESIGNATION -  NASKEAG RESET
 PE1998  PID         -  PE1998
 PE1998  STATE/COUNTY-  ME/HANCOCK
 PE1998  USGS QUAD   -  STINSON NECK (1983)
 PE1998
 PE1998                         *CURRENT SURVEY CONTROL
 PE1998  ___________________________________________________________________
 PE1998* NAD 83(1996)-  44 14 06.60292(N)    068 31 59.78180(W)     ADJUSTED  
 PE1998* NAVD 88     -        32.     (meters)     105.     (feet)  SCALED    
 PE1998  ___________________________________________________________________
 PE1998  LAPLACE CORR-           4.90  (seconds)                    DEFLEC99
 PE1998  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 PE1998
 PE1998  HORZ ORDER  -  SECOND
 PE1998
 PE1998.The horizontal coordinates were established by classical geodetic methods
 PE1998.and adjusted by the National Geodetic Survey in March 1998..
 PE1998
 PE1998.The orthometric height was scaled from a topographic map.
 PE1998
 PE1998.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1998
 PE1998.The geoid height was determined by GEOID03.
 PE1998
 PE1998;                    North         East     Units Scale Factor Converg.
 PE1998;SPC ME E     -    63,161.077   297,342.151   MT  0.99990009   -0 01 23.6
 PE1998;UTM  19      - 4,898,098.815   537,271.338   MT  0.99961708   +0 19 32.1
 PE1998
 PE1998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1998!SPC ME E     -   0.99999888  x   0.99990009  =   0.99989897
 PE1998!UTM  19      -   0.99999888  x   0.99961708  =   0.99961596
 PE1998
 PE1998:                Primary Azimuth Mark                     Grid Az
 PE1998:SPC ME E     -  BLUE HILL BAY FLYE IS LH                 061 54 38.0
 PE1998:UTM  19      -  BLUE HILL BAY FLYE IS LH                 061 33 42.3
 PE1998
 PE1998|---------------------------------------------------------------------|
 PE1998| PID    Reference Object                     Distance      Geod. Az  |
 PE1998|                                                           dddmmss.s |
 PE1998| PE1861 BLUE HILL BAY FLYE IS LH            APPROX. 3.2 KM 0615314.4 |
 PE1998| CE8580 NASKEAG RM 1                         11.796 METERS 08805     |
 PE1998| PE1835 BASS HARBOR HEAD LIGHTHOUSE         APPROX.15.7 KM 0951707.5 |
 PE1998| PE1848 SHIP AND BARGES LEDGE N BEACON      APPROX. 8.2 KM 0963436.4 |
 PE1998| PE1849 SHIP AND BARGE BEACON               APPROX. 8.2 KM 0971751.9 |
 PE1998| PE1994 NASKEAG CHURCH CUPOLA                89.634 METERS 11610     |
 PE1998| PE1857 SWAN ISLAND CHURCH SPIRE            APPROX.11.9 KM 1260751.5 |
 PE1998| CE8581 NASKEAG RM 2                         16.309 METERS 13622     |
 PE1998| PE1996 EGG ROCK BEACON                     APPROX. 5.9 KM 1604422.2 |
 PE1998| PE2005 HALIBUT ROCKS BEACON                APPROX.11.2 KM 1765124.0 |
 PE1998| PE2001 LONG LEDGE BEACON                   APPROX. 6.3 KM 1902132.3 |
 PE1998| PE1988 STINSON                             APPROX. 6.3 KM 2222932.3 |
 PE1998| PE2004 WHITMORE NECK BELFRY ON SCHOOL      APPROX. 9.0 KM 2324429.3 |
 PE1998| PE1965 TORRYS CASTLE BEACON                APPROX. 5.8 KM 2882255.1 |
 PE1998| PE1964 BROOKLIN CHURCH SPIRE               APPROX. 4.5 KM 3213042.0 |
 PE1998|---------------------------------------------------------------------|
 PE1998
 PE1998                          SUPERSEDED SURVEY CONTROL
 PE1998
 PE1998  NAD 83(1992)-  44 14 06.60950(N)    068 31 59.76524(W) AD(       ) 2
 PE1998  NAD 83(1986)-  44 14 06.61053(N)    068 31 59.76921(W) AD(       ) 2
 PE1998  NAD 27      -  44 14 06.32300(N)    068 32 01.68800(W) AD(       ) 2
 PE1998
 PE1998.Superseded values are not recommended for survey control.
 PE1998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1998.See file dsdata.txt to determine how the superseded data were derived.
 PE1998
 PE1998_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ3727198099(NAD 83)
 PE1998_MARKER: DS = TRIANGULATION STATION DISK
 PE1998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1998_STAMPING: NASKEAG 1934 1984
 PE1998_MARK LOGO: NGS   
 PE1998_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE1998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1998+STABILITY: SURFACE MOTION
 PE1998
 PE1998  HISTORY     - Date     Condition        Report By
 PE1998  HISTORY     - 19840604 MONUMENTED       NGS
 PE1998  HISTORY     - 1988     GOOD             USPSQD
 PE1998
 PE1998                          STATION DESCRIPTION
 PE1998
 PE1998'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 PE1998'THE STATION MARK WAS RECOVERED SLIGHTLY TIPPED.  THE MARK WAS REMOVED
 PE1998'AND NO UNDERGROUND DISK COULD BE FOUND.  THERE WAS A LARGE BOULDER IN
 PE1998'THE BOTTOM OF THE HOLE.  REFERENCE MARK 1 WAS RECOVERED PROJECTING TWO
 PE1998'FEET.  THE PROPERTY OWNER SAID THE MARK WAS REMOVED WHEN A LARGE TREE
 PE1998'STUMP WAS DUG UP.  HE RESET THE MARK NEAR THE POINT IT CAME FROM.  THE
 PE1998'MARK WAS RESET AND USED AS REFERENCE MARK 3. REFERENCE MARK 2 WAS
 PE1998'RECOVERED IN GOOD CONDITION.  A NEW SURFACE STATE MARK WAS ESTABLISHED
 PE1998'USING THE OLD DISTANCE TO REFERENCE MARK 2 AND THE OLD DIRECTION FROM
 PE1998'THE NASKEAG CHURCH CUPOLA TO REFERENCE MARK 2. A NEW DESCRIPTION
 PE1998'FOLLOWS.
 PE1998' 
 PE1998'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI) SOUTHEAST OF BROOKLIN, ON
 PE1998'A HIGH HILL IN NASKEAG POINT AND WESTERLY OF A CHURCH ON THE EAST SIDE
 PE1998'OF THE ROAD AND A CEMETERY WITH A WHITE PICKET FENCE ON THE WEST SIDE
 PE1998'OF THE ROAD.
 PE1998' 
 PE1998'OWNERSHIP- ARTHUR A SMITH, BROOKLIN, MAINE, TELEPHONE 207 359-8365.
 PE1998' 
 PE1998'TO REACH THE STATION FROM THE INTERSECTION, JUST WEST OF THE BAPTIST
 PE1998'CHURCH IN BROOKLIN, GO SOUTHEAST ON A PAVED ROAD FOR 5.2 KM (3.2 MI)
 PE1998'TO A TRACK ROAD ON THE RIGHT, JUST BEFORE REACHING A CEMETERY.  TURN
 PE1998'RIGHT AND GO WEST ALONG THE NORTH SIDE OF THE CEMETERY FOR 225 FEET TO
 PE1998'THE STATION.
 PE1998' 
 PE1998'THE STATION IS A STANDARD NGS DISK STAMPED--NASKEAG 1934 1984--, SET
 PE1998'INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES OR 30 CM ON SIDE
 PE1998'PROJECTING 12 INCHES OR 30 CM ABOVE THE GROUND LOCATED 225.0 FT (68.6
 PE1998'M) W FROM THE CENTER OF HIGHWAY, 57.0 FT (17.4 M) S FROM THE SOUTHWEST
 PE1998'CORNER OF A GARAGE, 40.0 FT (12.2 M) W FROM THE NORTHWEST CORNER OF
 PE1998'CEMETERY FENCE, 23.0 FT (7.0 M) ENE FROM A WELL VENT, AND 15.0 FT (4.6
 PE1998'M) S FROM THE CENTER OF THE TRACK ROAD.
 PE1998' 
 PE1998'REFERENCE MARK NO 2 IS A STANDARD NGS DISK STAMPED--NASKEAG NO 2
 PE1998'1934--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES OR 30
 PE1998'CM ON SIDE PROJECTING 8 INCHES OR 20 CM ABOVE THE GROUND LOCATED 48.0
 PE1998'FT (14.6 M) S FROM THE CENTER OF THE TRACK ROAD, 39.0 FT (11.9 M) S
 PE1998'FROM THE NORTHWEST CORNER OF THE CEMETERY FENCE, 2.5 FT (0.8 M) W FROM
 PE1998'THE NORTH-SOUTH FENCE LINE, AND 2.0 FT 0.6 M) HIGHER THAN THE STATION.
 PE1998'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--NASKEAG 1934 NO 3
 PE1998'1984--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES OR 30
 PE1998'CM) ON SIDE PROJECTING 12 INCHES OR 30 CM ABOVE THE GROUND LOCATED
 PE1998'185.0 FT (56.4 M) W FROM THE CENTER OF THE HIGHWAY, 9.0 FT (2.7 M) S
 PE1998'FROM THE CENTER OF A TRACK BOUND ROAD, 1.0 FT (0.3 M) NW FROM THE
 PE1998'NORTHWEST CORNER OF THE CEMETERY, AN 1.0 FT (0.3 M) LOWER THAN THE
 PE1998'STATION.
 PE1998
 PE1998                          STATION RECOVERY (1988)
 PE1998
 PE1998'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE1998'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2039 ***********************************************************************
 OC2039  DESIGNATION -  NASON 1851
 OC2039  PID         -  OC2039
 OC2039  STATE/COUNTY-  ME/YORK
 OC2039  USGS QUAD   -  BIDDEFORD (1975)
 OC2039
 OC2039                         *CURRENT SURVEY CONTROL
 OC2039  ___________________________________________________________________
 OC2039* NAD 83(1996)-  43 26 57.11848(N)    070 26 31.92472(W)     ADJUSTED  
 OC2039* NAVD 88     -        50.     (meters)     164.     (feet)  SCALED    
 OC2039  ___________________________________________________________________
 OC2039  LAPLACE CORR-           3.49  (seconds)                    DEFLEC99
 OC2039  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 OC2039
 OC2039  HORZ ORDER  -  THIRD
 OC2039
 OC2039.The horizontal coordinates were established by classical geodetic methods
 OC2039.and adjusted by the National Geodetic Survey in March 1998..
 OC2039
 OC2039.The orthometric height was scaled from a topographic map.
 OC2039
 OC2039.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2039
 OC2039.The geoid height was determined by GEOID03.
 OC2039
 OC2039;                    North         East     Units Scale Factor Converg.
 OC2039;SPC ME W     -    68,454.561   877,697.737   MT  0.99997278   -0 11 22.2
 OC2039;UTM  19      - 4,811,709.720   383,307.808   MT  0.99976750   -0 59 30.9
 OC2039
 OC2039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2039!SPC ME W     -   0.99999632  x   0.99997278  =   0.99996910
 OC2039!UTM  19      -   0.99999632  x   0.99976750  =   0.99976382
 OC2039
 OC2039:                Primary Azimuth Mark                     Grid Az
 OC2039:SPC ME W     -  SUMMIT SMITHS HILL                       187 46 51.3
 OC2039:UTM  19      -  SUMMIT SMITHS HILL                       188 35 00.0
 OC2039
 OC2039|---------------------------------------------------------------------|
 OC2039| PID    Reference Object                     Distance      Geod. Az  |
 OC2039|                                                           dddmmss.s |
 OC2039| OC2008 SUMMIT SMITHS HILL                  APPROX. 9.7 KM 1873529.1 |
 OC2039| OC2045 BIDDEFORD ORTHODOX CH SPIRE         APPROX. 4.9 KM 3443003.3 |
 OC2039|---------------------------------------------------------------------|
 OC2039
 OC2039                          SUPERSEDED SURVEY CONTROL
 OC2039
 OC2039  NAD 83(1992)-  43 26 57.11707(N)    070 26 31.92607(W) AD(       ) 3
 OC2039  NAD 83(1986)-  43 26 57.12302(N)    070 26 31.93178(W) AD(       ) 3
 OC2039  NAD 27      -  43 26 56.82400(N)    070 26 33.75200(W) AD(       ) 3
 OC2039
 OC2039.Superseded values are not recommended for survey control.
 OC2039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2039.See file dsdata.txt to determine how the superseded data were derived.
 OC2039
 OC2039_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ8330811710(NAD 83)
 OC2039
 OC2039  HISTORY     - Date     Condition        Report By
 OC2039  HISTORY     - 1851     MONUMENTED       COASUR
 OC2039  HISTORY     - 1913     SEE DESCRIPTION  CGS
 OC2039
 OC2039                          STATION DESCRIPTION
 OC2039
 OC2039'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 OC2039'ON A HILL ABOUT 2-1/2 MI. S OF BIDDEFORD, ABOUT 1-1/4 MI. N-NW
 OC2039'OF OAK RIDGE, AND ABOUT 3-1/4 MI. W OF THE MOUTH OF THE SACO
 OC2039'RIVER.  THE ROAD, CONNECTING THE BIDDEFORD-KENNEBUNK ROAD WITH
 OC2039'THAT TO KENNEBUNK PORT, PASSES ABOUT 200 M. TO THE W OF THE
 OC2039'STATION AND JOINS THE LATTER AT A POINT ABOUT 0.3 MI. SE OF
 OC2039'THE STATION.
 OC2039'
 OC2039'STATION MARK IS A NAIL PROJECTING ABOVE THE UPPER SURFACE OF A
 OC2039'LARGE CYLINDER OR BLOCK OF CONCRETE INTO WHICH ARE CUT THE LETTERS
 OC2039'U.S.C. AND G.S. AND THE DATE.
 OC2039'
 OC2039'THE MARK WAS NOT FOUND IN 1913 OWING TO THE THICKLY WOODED
 OC2039'CONDITION, BUT PROBABLY STILL EXISTS.  CONSIDERABLE CUTTING OR
 OC2039'BUILDING UP WOULD BE REQUIRED TO MAKE THIS STATION AVAILABLE
 OC2039'FOR FUTURE WORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0666 ***********************************************************************
 QF0666  DESIGNATION -  NAVY ISLAND
 QF0666  PID         -  QF0666
 QF0666  STATE/COUNTY-  ME/WASHINGTON
 QF0666  USGS QUAD   -  ROBBINSTON (1977)
 QF0666
 QF0666                         *CURRENT SURVEY CONTROL
 QF0666  ___________________________________________________________________
 QF0666* NAD 83(1996)-  45 03 17.34276(N)    067 02 38.33843(W)     ADJUSTED  
 QF0666* NAVD 88     -        15.     (meters)      49.     (feet)  VERTCON   
 QF0666  ___________________________________________________________________
 QF0666  LAPLACE CORR-           2.30  (seconds)                    DEFLEC99
 QF0666  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 QF0666
 QF0666  HORZ ORDER  -  THIRD
 QF0666
 QF0666.The horizontal coordinates were established by classical geodetic methods
 QF0666.and adjusted by the National Geodetic Survey in March 1998..
 QF0666
 QF0666.The NAVD 88 height was computed by applying the VERTCON shift value to
 QF0666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QF0666
 QF0666.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0666
 QF0666.The geoid height was determined by GEOID03.
 QF0666
 QF0666;                    North         East     Units Scale Factor Converg.
 QF0666;SPC ME E     -   155,266.364   414,681.346   MT  1.00006167   +1 01 50.4
 QF0666;UTM  19      - 4,990,901.068   654,016.984   MT  0.99989168   +1 23 04.9
 QF0666
 QF0666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0666!SPC ME E     -   1.00000117  x   1.00006167  =   1.00006284
 QF0666!UTM  19      -   1.00000117  x   0.99989168  =   0.99989285
 QF0666
 QF0666:                Primary Azimuth Mark                     Grid Az
 QF0666:SPC ME E     -  B SUB                                    185 38 17.4
 QF0666:UTM  19      -  B SUB                                    185 17 02.9
 QF0666
 QF0666|---------------------------------------------------------------------|
 QF0666| PID    Reference Object                     Distance      Geod. Az  |
 QF0666|                                                           dddmmss.s |
 QF0666| PD0842 B SUB                               APPROX. 7.5 KM 1864007.8 |
 QF0666|---------------------------------------------------------------------|
 QF0666
 QF0666                          SUPERSEDED SURVEY CONTROL
 QF0666
 QF0666  NAD 83(1992)-  45 03 17.33439(N)    067 02 38.33716(W) AD(       ) 3
 QF0666  NAD 83(1986)-  45 03 17.33419(N)    067 02 38.33702(W) AD(       ) 3
 QF0666  NAD 27      -  45 03 17.05600(N)    067 02 40.39100(W) AD(       ) 3
 QF0666  NGVD 29 (09/20/87)   15.     (m)           49.     (f) VERT ANG       
 QF0666
 QF0666.Superseded values are not recommended for survey control.
 QF0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0666.See file dsdata.txt to determine how the superseded data were derived.
 QF0666
 QF0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5401790901(NAD 83)
 QF0666_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QF0666_SETTING: 66 = SET IN ROCK OUTCROP
 QF0666_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 QF0666_MAGNETIC: N = NO MAGNETIC MATERIAL
 QF0666_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0666+STABILITY: POSITION/ELEVATION WELL
 QF0666
 QF0666  HISTORY     - Date     Condition        Report By
 QF0666  HISTORY     - 1863     MONUMENTED       NGS
 QF0666  HISTORY     - 1972     GOOD             IBC
 QF0666  HISTORY     - 1985     POOR             NOS
 QF0666
 QF0666                          STATION DESCRIPTION
 QF0666
 QF0666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1863 (FPW)
 QF0666'IN OPEN PASTURE LAND, ON THE SE END OF NAVY ISLAND IS NORTHERN
 QF0666'PASSAMAQUODDY BAY, ABOUT 1 MILE SE OF THE MOUTH OF THE ST CROIX
 QF0666'RIVER, AND ABOUT A MILE SW OF ST ANDREWS, NB.  THE STATION IS ABOUT
 QF0666'100 METERS INLAND FROM THE SE POINT OF THE ISLAND, ABOUT 18 METERS
 QF0666'FROM THE EDGE OF THE BLUFF ON THE W SIDE, AND 40 METERS ON THE E
 QF0666'SIDE.  ABOUT 66 METERS TO THE NW IS A ROW OF STONES, EVIDENTLY THE
 QF0666'REMAINS OF AN OLD FENCE ACROSS THE ISLAND.  THE STATION IS IN A
 QF0666'SMALL EMBEDDED BOULDER ABOUT 6 INCHES HIGH, IN A SMALL DEPRESSION
 QF0666'IN THE GROUND, WITH THE TOP OF THE ROCK ABOUT ON GENERAL GROUND
 QF0666'LEVEL.
 QF0666'
 QF0666'STATION MARK IS A C AND GS BRONZE STATION DISK WEDGED IN A DRILL
 QF0666'HOLE IN THE ROCK.  THE REFERENCE IS A C AND GS BRONZE REFERENCE
 QF0666'DISK WEDGED IN A DRILL HOLE IN A SMALL ROCK, 1 FOOT IN DIAMETER AND
 QF0666'FLUSH WITH THE GROUND, NE OF THE STATION 3.586 METERS.
 QF0666
 QF0666                          STATION RECOVERY (1972)
 QF0666
 QF0666'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF0666'THE STATION WAS RECOVERED AS DESCRIBED EXCEPT THAT ONLY THE SHANK
 QF0666'OF THE STATION MARK REMAINS.  THE DISC IS GONE.
 QF0666
 QF0666                          STATION RECOVERY (1985)
 QF0666
 QF0666'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1985 (WVH)
 QF0666'THE STATION WAS RECOVERED AT THIS DATE.
 QF0666'ONLY THE STATION DISK STEM REMAINS, IN A ROCK FLUSH WITH THE GROUND
 QF0666'WITH ABOUT 2 FEET BY 2 FEET EXPOSED.  THE REFERENCE MARK IS A
 QF0666'STANDARD USCGS REFERENCE MARK DISK WITH NO STAMPING.  THE ARROW
 QF0666'POINTS TOWARD THE STATION.
 QF0666'
 QF0666'HEIGHT OF LIGHT SHOWN WAS 1.3 METERS ABOVE THE MARK.
 QF0666'
 QF0666'DESCRIBED BY G.E.L.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0261 ***********************************************************************
 QF0261  DESIGNATION -  NEAL
 QF0261  PID         -  QF0261
 QF0261  STATE/COUNTY-  ME/WASHINGTON
 QF0261  USGS QUAD   -  WAITE (1988)
 QF0261
 QF0261                         *CURRENT SURVEY CONTROL
 QF0261  ___________________________________________________________________
 QF0261* NAD 83(1996)-  45 18 59.97461(N)    067 41 00.74057(W)     ADJUSTED  
 QF0261* NAVD 88     -       131.075  (meters)     430.04   (feet)  ADJUSTED  
 QF0261  ___________________________________________________________________
 QF0261  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 QF0261  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 QF0261  DYNAMIC HT  -         131.073 (meters)     430.03  (feet)  COMP
 QF0261  MODELED GRAV-     980,602.9   (mgal)                       NAVD 88
 QF0261
 QF0261  HORZ ORDER  -  FIRST
 QF0261  VERT ORDER  -  FIRST     CLASS II
 QF0261
 QF0261.The horizontal coordinates were established by classical geodetic methods
 QF0261.and adjusted by the National Geodetic Survey in March 1998..
 QF0261
 QF0261.The orthometric height was determined by differential leveling
 QF0261.and adjusted by the National Geodetic Survey in June 1991..
 QF0261
 QF0261.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0261
 QF0261.The geoid height was determined by GEOID03.
 QF0261
 QF0261.The dynamic height is computed by dividing the NAVD 88
 QF0261.geopotential number by the normal gravity value computed on the
 QF0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0261.degrees latitude (g = 980.6199 gals.).
 QF0261
 QF0261.The modeled gravity was interpolated from observed gravity values.
 QF0261
 QF0261;                    North         East     Units Scale Factor Converg.
 QF0261;SPC ME E     -   183,656.223   364,013.360   MT  0.99995037   +0 34 49.9
 QF0261;UTM  19      - 5,018,971.153   603,184.067   MT  0.99973091   +0 56 09.9
 QF0261
 QF0261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0261!SPC ME E     -   0.99998317  x   0.99995037  =   0.99993354
 QF0261!UTM  19      -   0.99998317  x   0.99973091  =   0.99971409
 QF0261
 QF0261|---------------------------------------------------------------------|
 QF0261| PID    Reference Object                     Distance      Geod. Az  |
 QF0261|                                                           dddmmss.s |
 QF0261| QF0260 NEAL RM 1                            14.640 METERS 05602     |
 QF0261| QF1540 MUSQUASH MTN LOT                    APPROX.11.9 KM 3120711.6 |
 QF0261| QF1541 R=MUSQUASH                          APPROX.12.0 KM 3121718.3 |
 QF0261| QF0259 NEAL RM 2                            13.583 METERS 32418     |
 QF0261|---------------------------------------------------------------------|
 QF0261
 QF0261                          SUPERSEDED SURVEY CONTROL
 QF0261
 QF0261  NAD 83(1992)-  45 18 59.97103(N)    067 41 00.73860(W) AD(       ) 1
 QF0261  NAD 83(1986)-  45 18 59.97345(N)    067 41 00.74556(W) AD(       ) 1
 QF0261  NAD 27      -  45 18 59.71900(N)    067 41 02.74700(W) AD(       ) 1
 QF0261  NGVD 29 (07/19/86)  131.22   (m)          430.5    (f) LEVELING    3  
 QF0261
 QF0261.Superseded values are not recommended for survey control.
 QF0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0261.See file dsdata.txt to determine how the superseded data were derived.
 QF0261
 QF0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL0318418971(NAD 83)
 QF0261_MARKER: DS = TRIANGULATION STATION DISK
 QF0261_SETTING: 66 = SET IN ROCK OUTCROP
 QF0261_SP_SET: OUTCROP
 QF0261_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0261+STABILITY: POSITION/ELEVATION WELL
 QF0261
 QF0261  HISTORY     - Date     Condition        Report By
 QF0261  HISTORY     - UNK      MONUMENTED       IBC
 QF0261  HISTORY     - 1946     GOOD             CGS
 QF0261  HISTORY     - 1957     GOOD             CGS
 QF0261  HISTORY     - 1963     GOOD             CGS
 QF0261  HISTORY     - 1975     SEE DESCRIPTION  NGS
 QF0261  HISTORY     - 1978     GOOD             NGS
 QF0261
 QF0261                          STATION DESCRIPTION
 QF0261
 QF0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (NWS)
 QF0261'STATION IS ON THE HIGHEST POINT OF THE LEDGE ON THE SUMMIT
 QF0261'OF NEALS HILL, A HIGH, ROCKY-TOPPED HILL, DENSELY COVERED
 QF0261'WITH EVERGREEN TREES, ON THE E SIDE OF THE PRINCETON-DANFORTH
 QF0261'ROAD, ABOUT 8 MILES FROM PRINCETON, AND ABOUT A MILE S OF
 QF0261'WAITE POST OFFICE.  STATION IS DIRECTLY E FROM AN OLD BARN ON
 QF0261'THE W SIDE OF THE ROAD.
 QF0261'
 QF0261'STATION MARK IS AN I.B.C. BRONZE STATION DISK SET IN A
 QF0261'DRILL HOLE INSIDE A TRIANGLE CUT IN THE LEDGE ROCK.  TWO DRILL
 QF0261'HOLES IN THE SAME LEDGE ARE IN LINE N, DISTANT 5.09 METERS
 QF0261'AND 10.88 METERS FROM THE STATION.
 QF0261
 QF0261                          STATION RECOVERY (1957)
 QF0261
 QF0261'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 QF0261'THE STATION WAS RECOVERED AS DESCRIBED.
 QF0261'
 QF0261'THE OLD DESCRIPTION IS ADEQUATE.  THE STATION WAS NOT OCCUPIED
 QF0261'NOR WERE ANY MEASUREMENTS MADE TO THE REFERENCE DRILL HOLES.
 QF0261
 QF0261                          STATION RECOVERY (1963)
 QF0261
 QF0261'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (GAM)
 QF0261'STATION WAS RECOVERED AND MARK WAS FOUND IN GOOD CONDITION.
 QF0261'
 QF0261'TO REACH FROM THE POST OFFICE IN WAITE GO SOUTH ON HWY. ONE
 QF0261'FOR 1.1 MILE TO A HOUSE ON THE LEFT.  TURN LEFT AND GO UP
 QF0261'THE DRIVE-WAY PASSING TO THE RIGHT OF THE HOUSE FOR 0.1 MILE
 QF0261'TO THE WEST EDGE OF A SMALL FIELD.  TURN LEFT AND NORTH FOR
 QF0261'0.05 MILE TO THE EDGE OF THE WOODS AND A VERY DIM GRASSY
 QF0261'ROAD, CONTINUE NORTH ON THIS ROAD FOR 0.3 MILE AND THE STATION
 QF0261'ON THE LEFT.
 QF0261'
 QF0261'STATION IS A BRONZE DISC SET IN A DRILL HOLE IN A LARGE
 QF0261'OUTCROPPING OF ROCK AND FLUSH WITH THE GROUND.
 QF0261
 QF0261                          STATION RECOVERY (1975)
 QF0261
 QF0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 QF0261'THE STATION MARK WAS RECOVERED AS DESCRIBED BY N.W.S. IN
 QF0261'1946 AND FOUND TO BE IN GOOD CONDITION.  REFERENCE MARKS
 QF0261'NUMBER 1 AND 2 WERE ESTABLISHED AT THIS TIME.
 QF0261'
 QF0261'A COMPLETE DESCRIPTION FOLLOWS.
 QF0261'
 QF0261'THE STATION IS LOCATED ON THE SUMMIT OF A HEAVY WOODED HILL
 QF0261'ON THE HIGHEST POINT OF A ROCK LEDGE, 1/3 MILE EAST OF
 QF0261'U.S. HIGHWAY 1, 1 MILE SOUTH OF WAITE, 8 MILES NORTH OF
 QF0261'PRINCETON AND ON PROPERTY OWNED BY MR. RICHARD NEAL.
 QF0261'
 QF0261'TO REACH THE STATION FROM THE POST OFFICE IN WAITE, GO SOUTH
 QF0261'ON U.S. HIGHWAY 1 FOR 0.55 MILE TO A SIDE ROAD RIGHT, CONTINUE
 QF0261'SOUTH ON U.S. HIGHWAY 1 FOR 0.8 MILE TO MR. RICHARD NEALS
 QF0261'RESIDENCE ON THE LEFT, CONTINUE SOUTH ON U.S. HIGHWAY 1 FOR
 QF0261'0.1 MILE TO A FIELD ENTRANCE ON THE LEFT.  TURN LEFT AND GO
 QF0261'EAST ON THE FIELD ROAD FOR 0.05 MILE TO A FORK.  KEEP THE
 QF0261'LEFT FORK AND GO EAST-NORTHEAST ON THE WOODS ROAD FOR 0.05
 QF0261'MILE TO A FORK.  KEEP THE LEFT FORK AND GO NORTH-NORTHEAST
 QF0261'ON THE WOODS ROAD FOR 0.15 MILE TO THE SUMMIT OF THE HILL AND
 QF0261'A LARGE ROCK ON THE LEFT AND THE STATION ON THE LEFT AS
 QF0261'DESCRIBED.
 QF0261'
 QF0261'THE STATION MARK IS AN INTERNATIONAL BOUNDARY COMMISSION DISK
 QF0261'(NOT STAMPED) CEMENTED IN A DRILL HOLE IN OUTCROPPING ROCK FLUSH
 QF0261'WITH THE GROUND.  IT IS 8.0 FEET NORTH-NORTHEAST OF A WITNESS
 QF0261'POST, 15.0 FEET WEST OF THE CENTER OF THE WOODS ROAD AND
 QF0261'10.0 FEET NORTH OF A TRIANGULAR BLAZED FIR TREE.
 QF0261'
 QF0261'REFERENCE MARK 1 IS A STANDARD DISK STAMPED NEAL NO 1 1975,
 QF0261'CEMENTED IN A DRILL HOLE IN OUTCROPPING ROCK FLUSH WITH THE
 QF0261'GROUND SURFACE.  IT IS 15.0 FEET
 QF0261'EAST OF THE CENTER OF THE WOODS ROAD AND 55.5 FEET NORTHEAST
 QF0261'OF THE WITNESS POST.
 QF0261'
 QF0261'REFERENCE MARK 2 IS A STANDARD DISK STAMPED NEAL NO 2 1975,
 QF0261'CEMENTED IN A DRILL HOLE IN OUTCROPPING ROCK FLUSH WITH THE
 QF0261'GROUND SURFACE.  IT IS 48.0 FEET
 QF0261'NORTHWEST OF THE WITNESS POST AND 51.5 FEET WEST OF THE CENTER
 QF0261'OF THE WOODS ROAD.
 QF0261'
 QF0261'NO SUITABLE LOCATION FOR AN AZIMUTH MARK HOWEVER, A SMALL AMOUNT
 QF0261'OF CLEARING AT THE STATION WILL SEE MUSQUASH LOOKOUT TOWER.
 QF0261'
 QF0261'HEIGHT OF LIGHT ABOVE STATION MARK 60 FEET.
 QF0261'
 QF0261'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QF0261'1.0 MILE SOUTH OF WAITE.
 QF0261
 QF0261                          STATION RECOVERY (1978)
 QF0261
 QF0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QF0261'1.0 MI SOUTH FROM WAITE.
 QF0261'TO REACH STATION FROM THE POST OFFICE IN WAITE, GO SOUTH ON U.S. HIWAY
 QF0261'ONE FOR 0.55 MILES TO A SIDE ROAD RIGHT, CONTINUE SOUTH ON U.S. HIWAY
 QF0261'FOR 0.8 MILE TO MR. RICHARD NEALS RESIDENCE ON THE LEFT, CONTINUE
 QF0261'SOUTH ON U.S. HIWAY 1 FOR 0.1 MILE TO A FIELD ENTRANCE ON THE LEFT
 QF0261'TURN LEFT AND GO EAST ON THE FIELD ROAD FOR 0.05 FILE TO A FORK.
 QF0261'KEEP LEFT AND GO NORTH-NORTHEAST ON THE WOODS ROAD FOR 0.15 MILE TO
 QF0261'THE SUMMIT OF THE HILL AND A  LARGE ROCK ON THE LEFT AND
 QF0261'THE STATION ON THE LEFT. ALSO DESCRIBED IN HOR. CONTROL QUAD 450673.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0260 ***********************************************************************
 QF0260  DESIGNATION -  NEAL RM 1
 QF0260  PID         -  QF0260
 QF0260  STATE/COUNTY-  ME/WASHINGTON
 QF0260  USGS QUAD   -  WAITE (1988)
 QF0260
 QF0260                         *CURRENT SURVEY CONTROL
 QF0260  ___________________________________________________________________
 QF0260* NAD 83(1986)-  45 18 59.     (N)    067 41 01.     (W)     SCALED    
 QF0260* NAVD 88     -       130.475  (meters)     428.07   (feet)  ADJUSTED  
 QF0260  ___________________________________________________________________
 QF0260  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 QF0260  DYNAMIC HT  -         130.473 (meters)     428.06  (feet)  COMP
 QF0260  MODELED GRAV-     980,602.8   (mgal)                       NAVD 88
 QF0260
 QF0260  VERT ORDER  -  FIRST     CLASS II
 QF0260
 QF0260.The horizontal coordinates were scaled from a topographic map and have
 QF0260.an estimated accuracy of +/- 6 seconds.
 QF0260
 QF0260.The orthometric height was determined by differential leveling
 QF0260.and adjusted by the National Geodetic Survey in June 1991..
 QF0260
 QF0260.The geoid height was determined by GEOID03.
 QF0260
 QF0260.The dynamic height is computed by dividing the NAVD 88
 QF0260.geopotential number by the normal gravity value computed on the
 QF0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0260.degrees latitude (g = 980.6199 gals.).
 QF0260
 QF0260.The modeled gravity was interpolated from observed gravity values.
 QF0260
 QF0260;                    North         East    Units  Estimated Accuracy
 QF0260;SPC ME E     -   183,630.      364,010.      MT  (+/- 180 meters Scaled)
 QF0260
 QF0260                          SUPERSEDED SURVEY CONTROL
 QF0260
 QF0260.No superseded survey control is available for this station.
 QF0260
 QF0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL031189(NAD 83)
 QF0260_MARKER: DR = REFERENCE MARK DISK
 QF0260_SETTING: 66 = SET IN ROCK OUTCROP
 QF0260_SP_SET: OUTCROP
 QF0260_STAMPING: NEAL NO 1 1975
 QF0260_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0260+STABILITY: POSITION/ELEVATION WELL
 QF0260
 QF0260  HISTORY     - Date     Condition        Report By
 QF0260  HISTORY     - 1975     MONUMENTED       NGS
 QF0260  HISTORY     - 1978     GOOD             NGS
 QF0260
 QF0260                          STATION DESCRIPTION
 QF0260
 QF0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0260'1.0 MI SOUTH FROM WAITE.
 QF0260'TO REACH STATION FROM THE POST OFFICE IN WAITE, GO SOUTH ON U.S. HIWAY
 QF0260'ONE FOR 0.55 MILES TO A SIDE ROAD RIGHT, CONTINUE SOUTH ON U.S. HIWAY
 QF0260'FOR 0.8 MILE TO MR. RICHARD NEALS RESIDENCE ON THE LEFT, CONTINUE
 QF0260'SOUTH ON U.S. HIWAY 1 FOR 0.1 MILE TO A FIELD ENTRANCE ON THE LEFT
 QF0260'TURN LEFT AND GO EAST ON THE FIELD ROAD FOR 0.05 FILE TO A FORK.
 QF0260'KEEP LEFT AND GO NORTH-NORTHEAST ON THE WOODS ROAD FOR 0.15 MILE TO
 QF0260'THE SUMMIT OF THE HILL. REFERENCE MARK IS LOACATED 48 FEET NORTHEAST
 QF0260'OF THE MAIN STATION LOCATED NEAR A LARGE ROCK ON THE LEFT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0259 ***********************************************************************
 QF0259  DESIGNATION -  NEAL RM 2
 QF0259  PID         -  QF0259
 QF0259  STATE/COUNTY-  ME/WASHINGTON
 QF0259  USGS QUAD   -  WAITE (1988)
 QF0259
 QF0259                         *CURRENT SURVEY CONTROL
 QF0259  ___________________________________________________________________
 QF0259* NAD 83(1986)-  45 18 59.     (N)    067 41 01.     (W)     SCALED    
 QF0259* NAVD 88     -       130.543  (meters)     428.29   (feet)  ADJUSTED  
 QF0259  ___________________________________________________________________
 QF0259  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 QF0259  DYNAMIC HT  -         130.542 (meters)     428.29  (feet)  COMP
 QF0259  MODELED GRAV-     980,602.8   (mgal)                       NAVD 88
 QF0259
 QF0259  VERT ORDER  -  FIRST     CLASS II
 QF0259
 QF0259.The horizontal coordinates were scaled from a topographic map and have
 QF0259.an estimated accuracy of +/- 6 seconds.
 QF0259
 QF0259.The orthometric height was determined by differential leveling
 QF0259.and adjusted by the National Geodetic Survey in June 1991..
 QF0259
 QF0259.The geoid height was determined by GEOID03.
 QF0259
 QF0259.The dynamic height is computed by dividing the NAVD 88
 QF0259.geopotential number by the normal gravity value computed on the
 QF0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0259.degrees latitude (g = 980.6199 gals.).
 QF0259
 QF0259.The modeled gravity was interpolated from observed gravity values.
 QF0259
 QF0259;                    North         East    Units  Estimated Accuracy
 QF0259;SPC ME E     -   183,630.      364,010.      MT  (+/- 180 meters Scaled)
 QF0259
 QF0259                          SUPERSEDED SURVEY CONTROL
 QF0259
 QF0259.No superseded survey control is available for this station.
 QF0259
 QF0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL031189(NAD 83)
 QF0259_MARKER: DR = REFERENCE MARK DISK
 QF0259_SETTING: 66 = SET IN ROCK OUTCROP
 QF0259_SP_SET: OUTCROP
 QF0259_STAMPING: NEAL NO 2 1975
 QF0259_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0259+STABILITY: POSITION/ELEVATION WELL
 QF0259
 QF0259  HISTORY     - Date     Condition        Report By
 QF0259  HISTORY     - 1975     MONUMENTED       NGS
 QF0259  HISTORY     - 1978     GOOD             NGS
 QF0259
 QF0259                          STATION DESCRIPTION
 QF0259
 QF0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0259'1.0 MI SOUTH FROM WAITE.
 QF0259'TO REACH STATION FROM THE POST OFFICE IN WAITE, GO SOUTH ON U.S. HIWAY
 QF0259'ONE FOR 0.55 MILES TO A SIDE ROAD RIGHT, CONTINUE SOUTH ON U.S. HIWAY
 QF0259'FOR 0.8 MILE TO MR. RICHARD NEALS RESIDENCE ON THE LEFT, CONTINUE
 QF0259'SOUTH ON U.S. HIWAY 1 FOR 0.1 MILE TO A FIELD ENTRANCE ON THE LEFT
 QF0259'TURN LEFT AND GO EAST ON THE FIELD ROAD FOR 0.05 FILE TO A FORK.
 QF0259'KEEP LEFT AND GO NORTH-NORTHEAST ON THE WOODS ROAD FOR 0.15 MILE TO
 QF0259'THE SUMMIT OF THE HILL. REFERENCE MARK IS LOACATED 44 FEET NORTHWEST
 QF0259'OF THE MAIN STATION LOCATED NEAR A LARGE ROCK ON THE LEFT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0949 ***********************************************************************
 QF0949  DESIGNATION -  NEARBY
 QF0949  PID         -  QF0949
 QF0949  STATE/COUNTY-  ME/WASHINGTON
 QF0949  USGS QUAD   -  WOODLAND (1987)
 QF0949
 QF0949                         *CURRENT SURVEY CONTROL
 QF0949  ___________________________________________________________________
 QF0949* NAD 83(1996)-  45 09 16.37960(N)    067 23 39.44137(W)     ADJUSTED  
 QF0949* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 QF0949  ___________________________________________________________________
 QF0949  LAPLACE CORR-           3.90  (seconds)                    DEFLEC99
 QF0949  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 QF0949
 QF0949  HORZ ORDER  -  THIRD
 QF0949
 QF0949.The horizontal coordinates were established by classical geodetic methods
 QF0949.and adjusted by the National Geodetic Survey in March 1998..
 QF0949
 QF0949.The orthometric height was scaled from a topographic map.
 QF0949
 QF0949.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0949
 QF0949.The geoid height was determined by GEOID03.
 QF0949
 QF0949;                    North         East     Units Scale Factor Converg.
 QF0949;SPC ME E     -   165,912.255   386,938.383   MT  0.99999291   +0 47 02.4
 QF0949;UTM  19      - 5,001,373.266   626,213.818   MT  0.99979587   +1 08 19.0
 QF0949
 QF0949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0949!SPC ME E     -   1.00000136  x   0.99999291  =   0.99999427
 QF0949!UTM  19      -   1.00000136  x   0.99979587  =   0.99979723
 QF0949
 QF0949|---------------------------------------------------------------------|
 QF0949| PID    Reference Object                     Distance      Geod. Az  |
 QF0949|                                                           dddmmss.s |
 QF0949| QF0948 CROSSING IBC                        150.855 METERS 03453     |
 QF0949| QF0947 WAPSACONHAGAN                       109.088 METERS 11916     |
 QF0949| CE8979 NEARBY RM 1                          11.213 METERS 15017     |
 QF0949| CE8980 NEARBY RM 2                           5.954 METERS 20113     |
 QF0949| QF0953 SPOILBANK                           435.374 METERS 3080910.0 |
 QF0949| QF0951 LOWER BASE IBC                      449.451 METERS 3332403.5 |
 QF0949|---------------------------------------------------------------------|
 QF0949
 QF0949                          SUPERSEDED SURVEY CONTROL
 QF0949
 QF0949  NAD 83(1992)-  45 09 16.37468(N)    067 23 39.43955(W) AD(       ) 3
 QF0949  NAD 83(1986)-  45 09 16.37699(N)    067 23 39.44510(W) AD(       ) 3
 QF0949  NAD 27      -  45 09 16.10600(N)    067 23 41.47700(W) AD(       ) 3
 QF0949
 QF0949.Superseded values are not recommended for survey control.
 QF0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0949.See file dsdata.txt to determine how the superseded data were derived.
 QF0949
 QF0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2621401373(NAD 83)
 QF0949_MARKER: DS = TRIANGULATION STATION DISK
 QF0949_SETTING: 80 = SET IN A BOULDER
 QF0949_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF0949
 QF0949  HISTORY     - Date     Condition        Report By
 QF0949  HISTORY     - 1910     MONUMENTED       IBC
 QF0949
 QF0949                          STATION DESCRIPTION
 QF0949
 QF0949'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JEM)
 QF0949'IN THE SE PART OF WOODLAND, ON THE BANK OF THE ST CROIX RIVER.  IT IS
 QF0949'ABOUT 12 METERS INLAND FROM THE TOP OF THE RIVERBANK AND ABOUT 140
 QF0949'METERS UPRIVER FROM THE MOUTH OF WAPSACONHAGAN BROOK.
 QF0949'
 QF0949'STATION MARK IS A C AND GS TRIANGULATION DISK SET IN A DRILL HOLE IN
 QF0949'A GRANITE BOULDER ABOUT 1.2 BY 0.7 AND 0.3 METERS HIGH.  TWO CROSSES
 QF0949'WITHIN TRIANGLES ARE CUT IN ROCKS AT DISTANCES OF 11.21 AND 5.95
 QF0949'METERS, S 29 DEG 39 MIN E, RESPECTIVELY, FROM
 QF0949'THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1630 ***********************************************************************
 OC1630  DESIGNATION -  NECK
 OC1630  PID         -  OC1630
 OC1630  STATE/COUNTY-  ME/CUMBERLAND
 OC1630  USGS QUAD   -  PORTLAND EAST (1975)
 OC1630
 OC1630                         *CURRENT SURVEY CONTROL
 OC1630  ___________________________________________________________________
 OC1630* NAD 83(1996)-  43 40 23.60890(N)    070 12 18.34396(W)     ADJUSTED  
 OC1630* NAVD 88     -                                                        
 OC1630  ___________________________________________________________________
 OC1630  LAPLACE CORR-           3.60  (seconds)                    DEFLEC99
 OC1630  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 OC1630
 OC1630  HORZ ORDER  -  THIRD
 OC1630
 OC1630.The horizontal coordinates were established by classical geodetic methods
 OC1630.and adjusted by the National Geodetic Survey in March 1998..
 OC1630
 OC1630
 OC1630.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1630
 OC1630.The geoid height was determined by GEOID03.
 OC1630
 OC1630;                    North         East     Units Scale Factor Converg.
 OC1630;SPC ME W     -    93,307.584   896,901.003   MT  0.99996678   -0 01 35.5
 OC1630;UTM  19      - 4,836,285.208   402,853.493   MT  0.99971608   -0 49 56.1
 OC1630
 OC1630                          SUPERSEDED SURVEY CONTROL
 OC1630
 OC1630  NAD 83(1992)-  43 40 23.60717(N)    070 12 18.34468(W) AD(       ) 4
 OC1630  NAD 83(1986)-  43 40 23.61321(N)    070 12 18.35019(W) AD(       ) 4
 OC1630  NAD 27      -  43 40 23.33100(N)    070 12 20.17700(W) AD(       ) 3
 OC1630
 OC1630.Superseded values are not recommended for survey control.
 OC1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1630.See file dsdata.txt to determine how the superseded data were derived.
 OC1630
 OC1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0285336285(NAD 83)
 OC1630
 OC1630  HISTORY     - Date     Condition        Report By
 OC1630  HISTORY     - UNK      MONUMENTED
 OC1630  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1630
 OC1630                          STATION DESCRIPTION
 OC1630
 OC1630'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1630'STATION LOST.  NO SIGN OF MARKING FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0647 ***********************************************************************
 PD0647  DESIGNATION -  NECK
 PD0647  PID         -  PD0647
 PD0647  STATE/COUNTY-  ME/WASHINGTON
 PD0647  USGS QUAD   -  EASTPORT (1977)
 PD0647
 PD0647                         *CURRENT SURVEY CONTROL
 PD0647  ___________________________________________________________________
 PD0647* NAD 83(1996)-  44 52 43.14274(N)    067 06 07.10316(W)     ADJUSTED  
 PD0647* NAVD 88     -         2.8    (meters)       9.     (feet)  VERTCON   
 PD0647  ___________________________________________________________________
 PD0647  LAPLACE CORR-           4.24  (seconds)                    DEFLEC99
 PD0647  GEOID HEIGHT-         -22.56  (meters)                     GEOID03
 PD0647
 PD0647  HORZ ORDER  -  THIRD
 PD0647
 PD0647.The horizontal coordinates were established by classical geodetic methods
 PD0647.and adjusted by the National Geodetic Survey in March 1998..
 PD0647
 PD0647.The NAVD 88 height was computed by applying the VERTCON shift value to
 PD0647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PD0647
 PD0647.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0647
 PD0647.The geoid height was determined by GEOID03.
 PD0647
 PD0647;                    North         East     Units Scale Factor Converg.
 PD0647;SPC ME E     -   135,610.171   410,451.442   MT  1.00004997   +0 59 11.6
 PD0647;UTM  19      - 4,971,222.533   649,909.139   MT  0.99987634   +1 20 22.2
 PD0647
 PD0647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0647!SPC ME E     -   1.00000309  x   1.00004997  =   1.00005306
 PD0647!UTM  19      -   1.00000309  x   0.99987634  =   0.99987943
 PD0647
 PD0647                          SUPERSEDED SURVEY CONTROL
 PD0647
 PD0647  NAD 83(1992)-  44 52 43.13290(N)    067 06 07.10382(W) AD(       ) 3
 PD0647  NAD 83(1986)-  44 52 43.13272(N)    067 06 07.10446(W) AD(       ) 3
 PD0647  NGVD 29 (09/20/87)    3.0    (m)           10.     (f) VERT ANG       
 PD0647
 PD0647.Superseded values are not recommended for survey control.
 PD0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0647.See file dsdata.txt to determine how the superseded data were derived.
 PD0647
 PD0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK4990971223(NAD 83)
 PD0647_MARKER: DD = SURVEY DISK
 PD0647_SETTING: 66 = SET IN ROCK OUTCROP
 PD0647_SP_SET: SET IN A ROCK LEDGE
 PD0647_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0647_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0647+STABILITY: POSITION/ELEVATION WELL
 PD0647
 PD0647  HISTORY     - Date     Condition        Report By
 PD0647  HISTORY     - 1986     MONUMENTED       NOS
 PD0647
 PD0647                          STATION DESCRIPTION
 PD0647
 PD0647'DESCRIBED BY NATIONAL OCEAN SERVICE 1986 (JGF)
 PD0647'THE STATION IS LOCATED ON THE WEST SIDE OF DENBOW NECK APPROXIMATELY
 PD0647'1 MILE SOUTH OF DENBOW POINT ON A POINT THAT IS 0.1 MILE NORTH FROM
 PD0647'THE NORTH TIP OF HUCKINS ISLAND.
 PD0647'
 PD0647'TO REACH STATION, MAKE A LANDING ON DENBOW NECK, 0.1 MILE NORTH OF
 PD0647'HUCKINS ISLAND.
 PD0647'
 PD0647'THE STATION IS A NOS BRONZE DISK STAMPED---NECK 1986---,CEMENTED IN
 PD0647'A DRILL HOLE IN ROUGH LAVA ROCK LEDGE.
 PD0647'IT IS LOCATED,
 PD0647'5.18 METERS (17 FT) S FROM THE GRASS AND TREE VINE
 PD0647'0.91 METERS (3 FT) N FROM THE HIGH WATER LINE
 PD0647'1.21 METERS (4 FT) ABOVE THE HWL
 PD0647'14.9 METERS (49 FT) SW FROM AN 8 FOOT BIRCH WITH A WITNESS SIGN
 PD0647'
 PD0647'HEIGHT OF LIGHT SHOWN WAS 1.6 METERS ABOVE THE MARK.
 PD0647'DESCRIBED BY J. G. FREDERICK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2272 ***********************************************************************
 PE2272  DESIGNATION -  NEGRO ISLAND LIGHTHOUSE
 PE2272  PID         -  PE2272
 PE2272  STATE/COUNTY-  ME/KNOX
 PE2272  USGS QUAD   -  CAMDEN (1991)
 PE2272
 PE2272                         *CURRENT SURVEY CONTROL
 PE2272  ___________________________________________________________________
 PE2272* NAD 83(1996)-  44 12 04.89903(N)    069 02 55.93061(W)     ADJUSTED  
 PE2272* NAVD 88     -        56.     (meters)     184.     (feet)  SCALED    
 PE2272  ___________________________________________________________________
 PE2272  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 PE2272  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 PE2272
 PE2272  HORZ ORDER  -  THIRD
 PE2272
 PE2272.The horizontal coordinates were established by classical geodetic methods
 PE2272.and adjusted by the National Geodetic Survey in March 1998..
 PE2272
 PE2272.The orthometric height was scaled from a topographic map.
 PE2272
 PE2272.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2272
 PE2272.The geoid height was determined by GEOID03.
 PE2272
 PE2272;                    North         East     Units Scale Factor Converg.
 PE2272;SPC ME E     -    59,550.936   256,130.785   MT  0.99992366   -0 22 57.6
 PE2272;UTM  19      - 4,894,239.102   496,095.198   MT  0.99960019   -0 02 02.7
 PE2272
 PE2272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2272!SPC ME E     -   0.99999519  x   0.99992366  =   0.99991885
 PE2272!UTM  19      -   0.99999519  x   0.99960019  =   0.99959538
 PE2272
 PE2272:                Primary Azimuth Mark                     Grid Az
 PE2272:SPC ME E     -  NORTHEAST POINT LEDGES SPINDLE           013 40 01.2
 PE2272:UTM  19      -  NORTHEAST POINT LEDGES SPINDLE           013 19 06.3
 PE2272
 PE2272|---------------------------------------------------------------------|
 PE2272| PID    Reference Object                     Distance      Geod. Az  |
 PE2272|                                                           dddmmss.s |
 PE2272| PE2258 NORTHEAST POINT LEDGES SPINDLE      APPROX. 0.8 KM 0131703.6 |
 PE2272| PE2271 INNER LEDGES SPINDLE                APPROX. 0.7 KM 0170143.8 |
 PE2272| PE2103 MARK ISLAND POINT SPINDLE           APPROX. 6.3 KM 1231330.4 |
 PE2272| PE2283 OWLS HEAD LIGHTHOUSE                APPROX.12.1 KM 1781158.3 |
 PE2272|---------------------------------------------------------------------|
 PE2272
 PE2272                          SUPERSEDED SURVEY CONTROL
 PE2272
 PE2272  NAD 83(1992)-  44 12 04.90455(N)    069 02 55.91095(W) AD(       ) 3
 PE2272  NAD 83(1986)-  44 12 04.90978(N)    069 02 55.92614(W) AD(       ) 3
 PE2272  NAD 27      -  44 12 04.63400(N)    069 02 57.76000(W) AD(       ) 3
 PE2272
 PE2272.Superseded values are not recommended for survey control.
 PE2272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2272.See file dsdata.txt to determine how the superseded data were derived.
 PE2272
 PE2272_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ9609594239(NAD 83)
 PE2272_MARKER: 13 = LIGHTHOUSE
 PE2272_SETTING: 0 = UNSPECIFIED SETTING
 PE2272_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2272
 PE2272  HISTORY     - Date     Condition        Report By
 PE2272  HISTORY     - UNK      FIRST OBSERVED
 PE2272  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2272  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2272  HISTORY     - 1954     SEE DESCRIPTION  CGS
 PE2272  HISTORY     - 1983     GOOD             NOS
 PE2272
 PE2272                          STATION DESCRIPTION
 PE2272
 PE2272'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2272'THIS STATION IS THE CENTER OF THE LIGHT ON NEGRO ISLAND AT THE
 PE2272'ENTRANCE TO CAMDEN HARBOR.
 PE2272
 PE2272                          STATION RECOVERY (1943)
 PE2272
 PE2272'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2272'STATION WAS RECOVERED AS DESCRIBED IN 1934.  THE LIGHT IS ON
 PE2272'TOP OF A WHITE STONE TOWER, LOCATED ON SE END OF NEGRO (CURTIS)
 PE2272'ISLAND.
 PE2272
 PE2272                          STATION RECOVERY (1954)
 PE2272
 PE2272'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HOF)
 PE2272'THIS STATION WAS USED AS A HYDROGRAPHIC SIGNAL IN 1954, BUT THE
 PE2272'STATION WAS NOT VISITED.
 PE2272
 PE2272                          STATION RECOVERY (1983)
 PE2272
 PE2272'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1983 (RST)
 PE2272'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0516 ***********************************************************************
 OB0516  DESIGNATION -  NEGUASSET 1856
 OB0516  PID         -  OB0516
 OB0516  STATE/COUNTY-  ME/SAGADAHOC
 OB0516  USGS QUAD   -  BATH (1980)
 OB0516
 OB0516                         *CURRENT SURVEY CONTROL
 OB0516  ___________________________________________________________________
 OB0516* NAD 83(1996)-  43 57 40.71098(N)    069 45 16.75865(W)     ADJUSTED  
 OB0516* NAVD 88     -        74.     (meters)     243.     (feet)  SCALED    
 OB0516  ___________________________________________________________________
 OB0516  LAPLACE CORR-           2.42  (seconds)                    DEFLEC99
 OB0516  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 OB0516
 OB0516  HORZ ORDER  -  THIRD
 OB0516
 OB0516.The horizontal coordinates were established by classical geodetic methods
 OB0516.and adjusted by the National Geodetic Survey in March 1998..
 OB0516
 OB0516.The orthometric height was scaled from a topographic map.
 OB0516
 OB0516.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0516
 OB0516.The geoid height was determined by GEOID03.
 OB0516
 OB0516;                    North         East     Units Scale Factor Converg.
 OB0516;SPC ME W     -   125,396.951   933,066.249   MT  0.99998011   +0 17 09.6
 OB0516;UTM  19      - 4,867,852.272   439,456.821   MT  0.99964508   -0 31 26.0
 OB0516
 OB0516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0516!SPC ME W     -   0.99999246  x   0.99998011  =   0.99997257
 OB0516!UTM  19      -   0.99999246  x   0.99964508  =   0.99963755
 OB0516
 OB0516                          SUPERSEDED SURVEY CONTROL
 OB0516
 OB0516  NAD 83(1992)-  43 57 40.71131(N)    069 45 16.75609(W) AD(       ) 3
 OB0516  NAD 83(1986)-  43 57 40.71666(N)    069 45 16.76151(W) AD(       ) 3
 OB0516  NAD 27      -  43 57 40.41900(N)    069 45 18.55500(W) AD(       ) 3
 OB0516
 OB0516.Superseded values are not recommended for survey control.
 OB0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0516.See file dsdata.txt to determine how the superseded data were derived.
 OB0516
 OB0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3945767852(NAD 83)
 OB0516
 OB0516  HISTORY     - Date     Condition        Report By
 OB0516  HISTORY     - 1856     MONUMENTED       COASUR
 OB0516  HISTORY     - 1913     SEE DESCRIPTION  CGS
 OB0516  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OB0516  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0516  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0516
 OB0516                          STATION DESCRIPTION
 OB0516
 OB0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 OB0516'ON LAND OWNED BY J.S. BAILEY, ON THE MEADOW ROAD, 5 MILES FROM
 OB0516'WOOLWICH FERRY, OPPOSITE BATH, AND ABOUT 1-3/4 MILES N OF THE
 OB0516'ROAD LEADING FROM BATH TO WISCASSET.  THE STATION IS ON A SMALL
 OB0516'KNOLL ABOUT 115 METERS N OF THE STONE FENCE FORMING THE S
 OB0516'BOUNDARY OF BAILEYS LAND.  TWO PROMINENT BARE LEDGES SHOW ON THIS
 OB0516'KNOLL, AND THE STATION IS ON A BENCH OF THE SOUTHERN ONE, ON ITS
 OB0516'E SIDE AND NEAR ITS N END, AND ABOUT 3 FEET LOWER THAN ITS
 OB0516'HIGHEST PART.  STATION AND REFERENCE MARKS ARE STANDARD BRONZE
 OB0516'DISKS WEDGED IN DRILL HOLES IN BOULDERS.  THE REFERENCE MARK
 OB0516'IS 3.65 METERS IN A DIRECTION S 27 DEG W FROM THE STATION.
 OB0516
 OB0516                          STATION RECOVERY (1933)
 OB0516
 OB0516'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OB0516'STATION WAS RECOVERED.  ON LAND NOW OWNED BY JAMES MUNSEY ON THE
 OB0516'MEADOW ROAD, 1-1/2 MILES FROM U.S. HIGHWAY 1, ABOUT 5 MILES NE OF
 OB0516'BATH (AIR LINE).  THE STATION IS ON A SMALL KNOLL 117.4 METERS
 OB0516'N OF THE STONE FENCE FORMING THE S BOUNDARY OF MUNSEYS LAND AND
 OB0516'1/4 MILE SW OF MUNSEYS HOUSE.  TWO PROMINENT LEDGES SHOW ON THIS
 OB0516'KNOLL AND THE STATION IS ON A BENCH OF THE SOUTHERN ONE (WHICH
 OB0516'IS APPARENTLY THE HIGHEST POINT OF THE HILL) ON ITS E SIDE AND
 OB0516'NEAR THE N END AND ABOUT 3 FEET LOWER THAN ITS HIGHEST PART.  VIEW
 OB0516'OFF HILL IS OBSTRUCTED BY 30-FOOT TREES FROM S TO SW, IN OTHER
 OB0516'DIRECTIONS, LINES COULD BE EASILY CLEARED THROUGH SCATTERED
 OB0516'TREES.  CLEARED THROUGH SCATTERED TREES.
 OB0516'
 OB0516'TO REACH THE STATION CONTINUE NE ON HIGHWAY 1, 1.2 MILES FROM
 OB0516'THE NEQUASSET BROOK BRIDGE AND TAKE SIDE ROAD TO N, 1.5 MILES
 OB0516'FROM U.S. ROUTE NO. 1 COME TO MUNSEYS HOUSE AND WALK SW TO STATION.
 OB0516
 OB0516                          STATION RECOVERY (1934)
 OB0516
 OB0516'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0516'STATION WAS RECOVERED.  AN UNOCCUPIED STATION ON A HILL OF ABOUT
 OB0516'240 FEET ELEVATION ON THE N SIDE OF THE ROAD FROM BATH TO WISCASSET,
 OB0516'ABOUT 4-1/2 MILES NE OF BATH AND 1/2 MILE NW OF THE MAINE CENTRAL
 OB0516'RAILROAD TRACKS.  THE STATION IS ON THE HILL 0.3 MILE SW OF THE
 OB0516'HOUSE OF GEORGE MAIN WHO NOW OWNS THE LAND.  TWO PROMINENT BARE
 OB0516'LEDGES SHOW ON THIS KNOLL AND THE STATION IS ON A BENCH OF THE
 OB0516'SOUTHERN ONE, ON ITS E SIDE AND NEAR ITS N END, ABOUT 3 FEET
 OB0516'LOWER THAN THE HIGHEST PART.
 OB0516'
 OB0516'REFERENCE MARK NO. 1 IS ON THE HIGHEST PART OF THE HILL AND
 OB0516'ON THE SOUTHERN LEDGE, S OF THE STATION MARK.  AN ADDITIONAL
 OB0516'REFERENCE MARK, REFERENCE MARK NO. 2, IS ON THE NORTHERN LEDGE
 OB0516'AND IS N OF THE STATION MARK.
 OB0516'
 OB0516'TO REACH FROM RAILROAD CROSSING IN WISCASSET GO SW ON HIGHWAY 1,
 OB0516'6.4 MILES AND TURN RIGHT THROUGH GUARD RAILS ONTO DIRT ROAD LEADING
 OB0516'N.  AT 6.55 CROSS RAILROAD TRACKS.  AT 7.85 HOUSE OF GEORGE MAIN
 OB0516'ON LEFT.  TURN INTO YARD AND CONTINUE AROUND AND TO BACK OF THE
 OB0516'HOUSE ACROSS FIELD AND UP HILL INTO WOODS ROAD SW OF HOUSE.  AT
 OB0516'8.00 STOP TRUCK AND CONTINUE AFOOT TO TOP OF HILL.  A 4-FOOT
 OB0516'STAND WAS ERECTED OVER THE STATION.
 OB0516
 OB0516                          STATION RECOVERY (1942)
 OB0516
 OB0516'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (HOF)
 OB0516'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED EXCEPT FOR
 OB0516'THE FOLLOWING DISCREPANCY--
 OB0516'
 OB0516'THE DATE STAMPED ON THE MARK IS 1855.  PREVIOUS DESCRIPTION GIVES
 OB0516'IT AS 1856.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0693 ***********************************************************************
 RE0693  DESIGNATION -  NEKEAG
 RE0693  PID         -  RE0693
 RE0693  STATE/COUNTY-  ME/AROOSTOOK
 RE0693  USGS QUAD   -  HOULTON NORTH (1984)
 RE0693
 RE0693                         *CURRENT SURVEY CONTROL
 RE0693  ___________________________________________________________________
 RE0693* NAD 83(1996)-  46 08 17.39131(N)    067 49 12.71360(W)     ADJUSTED  
 RE0693* NAVD 88     -       127.5    (meters)     418.     (feet)  VERTCON   
 RE0693  ___________________________________________________________________
 RE0693  LAPLACE CORR-           3.55  (seconds)                    DEFLEC99
 RE0693  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 RE0693
 RE0693  HORZ ORDER  -  SECOND
 RE0693
 RE0693.The horizontal coordinates were established by classical geodetic methods
 RE0693.and adjusted by the National Geodetic Survey in March 1998..
 RE0693
 RE0693.The NAVD 88 height was computed by applying the VERTCON shift value to
 RE0693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RE0693
 RE0693.The Laplace correction was computed from DEFLEC99 derived deflections.
 RE0693
 RE0693.The geoid height was determined by GEOID03.
 RE0693
 RE0693;                    North         East     Units Scale Factor Converg.
 RE0693;SPC ME E     -   274,854.410   352,523.164   MT  0.99993390   +0 29 24.6
 RE0693;UTM  19      - 5,110,075.187   591,126.885   MT  0.99970208   +0 51 02.6
 RE0693
 RE0693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RE0693!SPC ME E     -   0.99998370  x   0.99993390  =   0.99991760
 RE0693!UTM  19      -   0.99998370  x   0.99970208  =   0.99968578
 RE0693
 RE0693|---------------------------------------------------------------------|
 RE0693| PID    Reference Object                     Distance      Geod. Az  |
 RE0693|                                                           dddmmss.s |
 RE0693| DA5527 NEKEAG RM 1                          17.468 METERS 04917     |
 RE0693| DA5528 NEKEAG RM 2                          17.432 METERS 31232     |
 RE0693| RE0697 HOULTON MAINE ST POLICE MAST        APPROX. 3.2 KM 3292124.7 |
 RE0693|---------------------------------------------------------------------|
 RE0693
 RE0693                          SUPERSEDED SURVEY CONTROL
 RE0693
 RE0693  NAD 83(1992)-  46 08 17.38830(N)    067 49 12.71376(W) AD(       ) 2
 RE0693  NAD 83(1986)-  46 08 17.39465(N)    067 49 12.74158(W) AD(       ) 2
 RE0693  NAD 27      -  46 08 17.20420(N)    067 49 14.68560(W) AD(       ) 2
 RE0693  NGVD 29 (07/19/86)  127.7    (m)          419.     (f) VERT ANG       
 RE0693
 RE0693.Superseded values are not recommended for survey control.
 RE0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0693.See file dsdata.txt to determine how the superseded data were derived.
 RE0693
 RE0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM9112710075(NAD 83)
 RE0693_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RE0693_SETTING: 66 = SET IN ROCK OUTCROP
 RE0693
 RE0693  HISTORY     - Date     Condition        Report By
 RE0693  HISTORY     - 1959     MONUMENTED       CGS
 RE0693  HISTORY     - 1972     SEE DESCRIPTION  MEDT
 RE0693  HISTORY     - 1975     SEE DESCRIPTION  NGS
 RE0693  HISTORY     - 1981     GOOD             MEDT
 RE0693
 RE0693                          STATION DESCRIPTION
 RE0693
 RE0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (HRL)
 RE0693'STATION IS LOCATED IN A PASTURE ABOUT 1-1/4 MILES NORTHEAST OF
 RE0693'HOULTON.  STATION, A STANDARD DISK SET IN A DRILLHOLE IN OUTCROPPING
 RE0693'ROCK AND STAMPED NEKEAG 1959 IS 39 FEET SOUTHWEST OF FENCELINE AND
 RE0693'2-1/2 FEET NORTHEAST OF WITNESS POST.  THE MARK IS FLUSH WITH
 RE0693'THE GROUND.
 RE0693'
 RE0693'TO REACH FROM THE POST OFFICE IN HOULTON, GO EAST ON U.S. HIGHWAY
 RE0693'NO. 2 FOR 0.9 MILE TO A SIDE ROAD LEFT JUST BEFORE REACHING
 RE0693'RAILROAD CROSSING.  TURN LEFT AND GO NORTH ALONG THE WEST SIDE OF
 RE0693'RAILROAD TRACKS FOR 0.9 MILE TO DRIVE AND THREE MAIL BOXES ON
 RE0693'LEFT.  TURN LEFT AND GO 0.05 MILE TO FARM HOUSE.  TURN RIGHT AND
 RE0693'GO 60 FEET THENCE WEST ON TRACK ROAD ALONG THE SOUTH SIDE OF AN
 RE0693'ELECTRIC FENCE FOR 0.1 MILE TO STATION ON LEFT AS DESCRIBED.
 RE0693'
 RE0693'REFERENCE MARK NO. 1, A STANDARD DISK SET IN A 12X12 INCH
 RE0693'CONCRETE MONUMENT AND STAMPED NEKEAG NO 1 1959 IS 6 FEET SOUTHWEST
 RE0693'OF FENCELINE.  THE MARK PROJECTS 2 INCHES.
 RE0693'
 RE0693'REFERENCE MARK NO. 2, A STANDARD DISK SET IN A 12X12 INCH
 RE0693'CONCRETE MONUMENT AND STAMPED NEKEAG NO 2 1959 IS 6 INCHES
 RE0693'SOUTHWEST OF FENCELINE AND 4 FEET EAST OF FENCE POST.  THE MARK
 RE0693'PROJECTS 2 INCHES.
 RE0693'
 RE0693'HOULTON WHOU RADIO MAST IS VISIBLE FROM GROUND AND MAY BE USED
 RE0693'AS AZIMUTH.
 RE0693'
 RE0693'DISTANCE BETWEEN REFERENCE MARK NO. 1 AND 2 IS 85.54 FEET OR
 RE0693'26.072 METERS.
 RE0693'
 RE0693'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 RE0693
 RE0693                          STATION RECOVERY (1972)
 RE0693
 RE0693'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1972 (BJR)
 RE0693'NEKEAG 1959 GOOD
 RE0693'
 RE0693'RM 1 GOOD
 RE0693'
 RE0693'RM 2 DESTROYED
 RE0693
 RE0693                          STATION RECOVERY (1975)
 RE0693
 RE0693'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 RE0693'STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION, REFERENCE
 RE0693'MARKS 1 AND 2 WERE DESTROYED BY FARM MACHINERY, REFERENCE MARK 3
 RE0693'AND 4 WERE ESTABLISHED AT THIS TIME, STATION IS NOW IN THE MIDDLE
 RE0693'OF A POTATO FIELD.
 RE0693'
 RE0693'STATION IS LOCATED ABOUT 1-1/4 MILES NORTHEAST OF THE CENTER OF
 RE0693'HOULTON, ABOUT 0.1 MILE WEST OF FOX CROFT ROAD IN A SMALL ROCK
 RE0693'LEDGE IN THE MIDDLE OF A POTATO FIELD, ABOUT 100 YARDS WEST OF
 RE0693'HOUSE OF PROPERTY OWNER MR FRANCIS CALKNAN.
 RE0693'
 RE0693'TO REACH THE STATION FROM THE POST OFFICE IN HOULTON, GO EAST ON
 RE0693'U.S. HIGHWAY 2 FOR 0.9 MILE TO SIDE ROAD LEFT, JUST BEFORE
 RE0693'REACHING THE RAILROAD TRACKS, TURN LEFT, GO NORTH ON FOX CROFT
 RE0693'ROAD FOR 0.9 MILE TO DRIVEWAY ON LEFT AND STATION ABOUT 0.1 MILE
 RE0693'WEST IN MIDDLE OF FIELD.
 RE0693'
 RE0693'STATION MARK IS A STANDARD DISK SET IN A DRILL HOLE IN OUTCROPPING
 RE0693'ROCK FLUSH WITH THE GROUND AND THE DISK IS STAMPED NEKEAG 1959.  IT
 RE0693'IS ABOUT 100 YARDS WEST OF HOUSE.
 RE0693'
 RE0693'REFERENCE MARK 3 IS A STANDARD DISK SET IN TOP OF A 12 INCH SQUARE
 RE0693'CONCRETE MONUMENT FLUSH WITH THE GROUND AND IS STAMPED NEKEAG
 RE0693'1959 NO 3 1975.  30 FEET NORTH OF ROW OF TREES, 19 FEET NORTH OF
 RE0693'CENTER OF DIM FIELD ROAD AND 1.8 FEET WEST OF WITNESS POST.
 RE0693'
 RE0693'REFERENCE MARK 4 IS A STANDARD DISK SET IN TOP OF A 12 INCH SQUARE
 RE0693'CONCRETE MONUMENT FLUSH WITH THE GROUND AND IS STAMPED NEKEAG 1959
 RE0693'NO 4 1975.  IT IS 144 FEET NORTH OF FIELD ROAD, 18 FEET EAST OF DIM
 RE0693'FIELD ROAD AND 4.4 FEET WEST OF WITNESS POST.
 RE0693'
 RE0693'NO AZIMUTH MARK
 RE0693'
 RE0693'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RE0693'1-1/4 MILE NORTHEAST OF HOULTON.
 RE0693
 RE0693                          STATION RECOVERY (1981)
 RE0693
 RE0693'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1981 (BJR)
 RE0693'NEKEAG 1959 RECOVERED GOOD.
 RE0693'
 RE0693'NEKEAG NO. 3 - 1959 1979 RECOVERED GOOD.
 RE0693'
 RE0693'NEKEAG NO. 4 - 1959 1979 RECOVERED GOOD.
 RE0693'
 RE0693'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1.25 MI.
 RE0693'NORTHEAST OF HOULTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2483 ***********************************************************************
 PE2483  DESIGNATION -  NELSON RESET
 PE2483  PID         -  PE2483
 PE2483  STATE/COUNTY-  ME/SOMERSET
 PE2483  USGS QUAD   -  CANAAN (1989)
 PE2483
 PE2483                         *CURRENT SURVEY CONTROL
 PE2483  ___________________________________________________________________
 PE2483* NAD 83(1996)-  44 45 30.48667(N)    069 31 47.67513(W)     ADJUSTED  
 PE2483* NAVD 88     -       134.     (meters)     440.     (feet)  SCALED    
 PE2483  ___________________________________________________________________
 PE2483  LAPLACE CORR-           4.99  (seconds)                    DEFLEC99
 PE2483  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 PE2483
 PE2483  HORZ ORDER  -  SECOND
 PE2483
 PE2483.The horizontal coordinates were established by classical geodetic methods
 PE2483.and adjusted by the National Geodetic Survey in March 1998..
 PE2483
 PE2483.The orthometric height was scaled from a topographic map.
 PE2483
 PE2483.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2483
 PE2483.The geoid height was determined by GEOID03.
 PE2483
 PE2483;                    North         East     Units Scale Factor Converg.
 PE2483;SPC ME W     -   214,088.556   950,415.082   MT  0.99999791   +0 26 54.1
 PE2483;SPC ME E     -   121,820.982   218,462.541   MT  0.99998173   -0 43 30.8
 PE2483;UTM  19      - 4,956,256.446   458,059.904   MT  0.99962163   -0 22 23.3
 PE2483
 PE2483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2483!SPC ME W     -   0.99998304  x   0.99999791  =   0.99998095
 PE2483!SPC ME E     -   0.99998304  x   0.99998173  =   0.99996477
 PE2483!UTM  19      -   0.99998304  x   0.99962163  =   0.99960468
 PE2483
 PE2483|---------------------------------------------------------------------|
 PE2483| PID    Reference Object                     Distance      Geod. Az  |
 PE2483|                                                           dddmmss.s |
 PE2483| CE8584 NELSON RM 2                          29.628 METERS 26329     |
 PE2483| CE8582 NELSON AZ MK                                       3294509.8 |
 PE2483| PE2482 CHASE HILL LOOKOUT TOWER            APPROX. 8.0 KM 3511958.6 |
 PE2483| CE8583 NELSON RM 1                          62.509 METERS 35253     |
 PE2483|---------------------------------------------------------------------|
 PE2483
 PE2483                          SUPERSEDED SURVEY CONTROL
 PE2483
 PE2483  NAD 83(1992)-  44 45 30.48480(N)    069 31 47.67066(W) AD(       ) 2
 PE2483  NAD 83(1986)-  44 45 30.48920(N)    069 31 47.67852(W) AD(       ) 2
 PE2483  NAD 27      -  44 45 30.26190(N)    069 31 49.50460(W) AD(       ) 2
 PE2483
 PE2483.Superseded values are not recommended for survey control.
 PE2483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2483.See file dsdata.txt to determine how the superseded data were derived.
 PE2483
 PE2483_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK5806056256(NAD 83)
 PE2483_MARKER: DS = TRIANGULATION STATION DISK
 PE2483_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 PE2483_SP_SET: IN IRREGULAR MASS OF CONCRETE
 PE2483_STAMPING: NELSON 1958 1978
 PE2483_PROJECTION: RECESSED 30 CENTIMETERS
 PE2483
 PE2483  HISTORY     - Date     Condition        Report By
 PE2483  HISTORY     - 1978     MONUMENTED       NGS
 PE2483
 PE2483                          STATION DESCRIPTION
 PE2483
 PE2483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 PE2483'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 PE2483'
 PE2483'THE UNDERGROUND STATION MARK AND REFERENCE MARKS 1 AND 2 WERE
 PE2483'RECOVERED.  THE SURFACE STATION MARK WAS TORN OUT WHEN THE ROCK
 PE2483'WALL WAS MOVED OUT OF THE FIELD.  THE AZIMUTH MARK WAS SEARCHED
 PE2483'FOR BUT WAS NOT RECOVERED.  A NEW SURFACE MARK WAS SET OVER THE
 PE2483'UNDERGROUND MARK.  THE REFERENCE MARK DISKS HAVE BEEN POUNDED
 PE2483'ON WITH A HEAVY OBJECT BUT REMAIN SOLID.  THE DISTANCE TO
 PE2483'REFERENCE MARK 1 CHECKED BUT A LONGER DISTANCE OF 0.018 METERS
 PE2483'WAS NOTED TO REFERENCE MARK 2.  THE DIRECTION BETWEEN THE
 PE2483'REFERENCE MARKS FAILED TO CHECK BY 4 MINUTES AND 8 SECONDS.
 PE2483'A NEW DESCRIPTION FOLLOWS.
 PE2483'
 PE2483'THE STATION IS LOCATED ABOUT 2 MILES EAST OF CANAAN.  IT IS
 PE2483'NEAR THE HIGHEST PART OF HILL, IN A CULTIVATED FIELD, ON
 PE2483'PROPERTY OWNED BY MRS. C. B. TOWNSEND WHO LIVES IN THE HOUSE
 PE2483'JUST SOUTH OF THE STATION.
 PE2483'
 PE2483'TO REACH THE STATION FROM THE POST OFFICE IN CANAAN, GO EAST
 PE2483'ON U.S. HIGHWAY 2 FOR 0.05 MILE TO A SIDE ROAD RIGHT.  TURN
 PE2483'RIGHT AND GO SOUTH ON A PAVED ROAD FOR 0.3 MILE TO A FORK, TAKE
 PE2483'THE LEFT FORK AND GO 0.7 MILE TO A FORK, TAKE THE LEFT FORK
 PE2483'AND GO 0.65 MILE TO WHERE THE ROAD TURNS SHARP RIGHT.  GO EAST
 PE2483'ON A PAVED ROAD FOR 0.4 MILE TO MRS. TOWNSENDS DRIVEWAY ON THE
 PE2483'LEFT.  CONTINUE EAST ON THE PAVED ROAD FOR 0.2 MILE TO A SIDE
 PE2483'ROAD LEFT.  TURN LEFT AND GO NORTH ON THE DIRT ROAD FOR 0.25 MILE
 PE2483'TO A POWERLINE POLE ON THE LEFT.  TURN LEFT AND GO
 PE2483'WEST-NORTHWEST ACROSS THE CULTIVATED FIELD FOR 410 FEET TO THE
 PE2483'STATION.
 PE2483'
 PE2483'THE STATION MARK IS A STANDARD DISK STAMPED NELSON 1958 1978,
 PE2483'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE WHICH IS 12
 PE2483'INCHES UNDERGROUND.  IT IS 410 FEET WEST-NORTHWEST OF POWERLINE
 PE2483'POLE NUMBER 3126-5 AND 2 FEET SOUTH-SOUTHEAST OF A METAL WITNESS
 PE2483'POST.
 PE2483'
 PE2483'REFERENCE MARK 1 IS A STANDARD DISK STAMPED NELSON RM 1 1958,
 PE2483'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 1-FOOT.  THE
 PE2483'BOULDER IS WELL EXPOSED IN THE CULTIVATED FIELD.
 PE2483'
 PE2483'REFERENCE MARK 2 IS A STANDARD DISK STAMPED NELSON RM 2 1958,
 PE2483'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 8 INCHES.  IT
 PE2483'IS 1.5 FEET EAST-SOUTHEAST OF A METAL WITNESS POST.  THIS
 PE2483'BOULDER IS ALSO WELL EXPOSED IN THE CULTIVATED FIELD.
 PE2483'
 PE2483'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PE2483'2 MILES EAST OF CANAAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1911 ***********************************************************************
 QF1911  DESIGNATION -  NESS TABLET IBC
 QF1911  PID         -  QF1911
 QF1911  STATE/COUNTY-  ME/AROOSTOOK
 QF1911  USGS QUAD   -  ORIENT (1989)
 QF1911
 QF1911                         *CURRENT SURVEY CONTROL
 QF1911  ___________________________________________________________________
 QF1911* NAD 83(1996)-  45 51 20.88941(N)    067 47 37.33777(W)     ADJUSTED  
 QF1911* NAVD 88     -       133.     (meters)     436.     (feet)  SCALED    
 QF1911  ___________________________________________________________________
 QF1911  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 QF1911  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 QF1911
 QF1911  HORZ ORDER  -  THIRD
 QF1911
 QF1911.The horizontal coordinates were established by classical geodetic methods
 QF1911.and adjusted by the National Geodetic Survey in March 1998..
 QF1911
 QF1911.The orthometric height was scaled from a topographic map.
 QF1911
 QF1911.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1911
 QF1911.The geoid height was determined by GEOID03.
 QF1911
 QF1911;                    North         East     Units Scale Factor Converg.
 QF1911;SPC ME E     -   243,490.629   354,848.371   MT  0.99993697   +0 30 24.6
 QF1911;UTM  19      - 5,078,733.848   593,648.364   MT  0.99970782   +0 51 56.5
 QF1911
 QF1911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1911!SPC ME E     -   0.99998288  x   0.99993697  =   0.99991985
 QF1911!UTM  19      -   0.99998288  x   0.99970782  =   0.99969071
 QF1911
 QF1911                          SUPERSEDED SURVEY CONTROL
 QF1911
 QF1911  NAD 83(1992)-  45 51 20.88706(N)    067 47 37.33703(W) AD(       ) 4
 QF1911  NAD 83(1986)-  45 51 20.88302(N)    067 47 37.34056(W) AD(       ) 4
 QF1911  NAD 27      -  45 51 20.68951(N)    067 47 39.32099(W) AD(       ) 3
 QF1911
 QF1911.Superseded values are not recommended for survey control.
 QF1911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1911.See file dsdata.txt to determine how the superseded data were derived.
 QF1911
 QF1911_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9364878734(NAD 83)
 QF1911_MARKER: DD = SURVEY DISK
 QF1911_SETTING: 80 = SET IN A BOULDER
 QF1911_SP_SET: SET IN A DRILL HOLE IN A BOULDER
 QF1911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1911+STABILITY: SURFACE MOTION
 QF1911
 QF1911  HISTORY     - Date     Condition        Report By
 QF1911  HISTORY     - 1912     MONUMENTED       IBC
 QF1911  HISTORY     - 1955     GOOD             IBC
 QF1911  HISTORY     - 1972     GOOD             IBC
 QF1911
 QF1911                          STATION DESCRIPTION
 QF1911
 QF1911'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (JEM)
 QF1911'ABOUT 100 FEET W OF THE BED OF MONUMENT BROOK, ABOUT 75 FEET FROM THE
 QF1911'BUSHES ON HIGH - WATER LINE, ABOUT 600 FEET BELOW THE OLD EASTERN
 QF1911'MAINE RAILROAD EMBANKMENT, AND 3/4 MILE BELOW THE MOUTH OF GREENLEAF
 QF1911'BROOK.  IT IS ABOUT ON A LINE WITH THE MARSH TO N AND S OF THE POINT
 QF1911'IT IS ON AT HIGH WATER.  IT IS ON S SIDE OF THE PATH LEADING TO THE
 QF1911'WATER ON THE POINT AND ON THE RIVER SIDE OF THE SMALL OPEN FIELD
 QF1911'WHERE A CABIN ONE STOOD.  SEVERAL INCHES OF GRASS AND DEBRIS WERE
 QF1911'REMOVED FROM THE SITE IN 1946.
 QF1911'
 QF1911'STATION MARK IS A BRONZE DISK IN A DRILL HOLE SURROUNDED BY A
 QF1911'TRIANGLE CUT IN THE GRANITE ROCK WHOSE EXPOSED DIMENSIONS ARE 1-1/2
 QF1911'BY 3 FEET BY 1-1/2 FEET HIGH.
 QF1911
 QF1911                          STATION RECOVERY (1955)
 QF1911
 QF1911'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1911'STATION RECOVERED IN GOOD CONDITION.
 QF1911
 QF1911                          STATION RECOVERY (1972)
 QF1911
 QF1911'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1911'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0293 ***********************************************************************
 OB0293  DESIGNATION -  NET 1944
 OB0293  PID         -  OB0293
 OB0293  STATE/COUNTY-  ME/KNOX
 OB0293  USGS QUAD   -  MATINICUS (1973)
 OB0293
 OB0293                         *CURRENT SURVEY CONTROL
 OB0293  ___________________________________________________________________
 OB0293* NAD 83(1996)-  43 50 43.99273(N)    068 53 01.51230(W)     ADJUSTED  
 OB0293* NAVD 88     -        14.     (meters)      46.     (feet)  SCALED    
 OB0293  ___________________________________________________________________
 OB0293  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 OB0293  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 OB0293
 OB0293  HORZ ORDER  -  THIRD
 OB0293
 OB0293.The horizontal coordinates were established by classical geodetic methods
 OB0293.and adjusted by the National Geodetic Survey in March 1998..
 OB0293
 OB0293.The orthometric height was scaled from a topographic map.
 OB0293
 OB0293.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0293
 OB0293.The geoid height was determined by GEOID03.
 OB0293
 OB0293;                    North         East     Units Scale Factor Converg.
 OB0293;SPC ME E     -    19,945.263   269,143.944   MT  0.99991171   -0 15 57.0
 OB0293;UTM  19      - 4,854,725.611   509,344.109   MT  0.99960107   +0 04 49.9
 OB0293
 OB0293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0293!SPC ME E     -   1.00000175  x   0.99991171  =   0.99991346
 OB0293!UTM  19      -   1.00000175  x   0.99960107  =   0.99960282
 OB0293
 OB0293:                Primary Azimuth Mark                     Grid Az
 OB0293:SPC ME E     -  MATINICUS ROCK LIGHTHOUSE S              161 37 18.2
 OB0293:UTM  19      -  MATINICUS ROCK LIGHTHOUSE S              161 16 31.3
 OB0293
 OB0293|---------------------------------------------------------------------|
 OB0293| PID    Reference Object                     Distance      Geod. Az  |
 OB0293|                                                           dddmmss.s |
 OB0293| OB0284 MATINICUS ROCK LIGHTHOUSE S         APPROX. 7.3 KM 1612121.2 |
 OB0293|---------------------------------------------------------------------|
 OB0293
 OB0293                          SUPERSEDED SURVEY CONTROL
 OB0293
 OB0293  NAD 83(1992)-  43 50 43.99929(N)    068 53 01.49127(W) AD(       ) 3
 OB0293  NAD 83(1986)-  43 50 44.00290(N)    068 53 01.49821(W) AD(       ) 3
 OB0293  NAD 27      -  43 50 43.71000(N)    068 53 03.37000(W) AD(       ) 3
 OB0293
 OB0293.Superseded values are not recommended for survey control.
 OB0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0293.See file dsdata.txt to determine how the superseded data were derived.
 OB0293
 OB0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ0934454726(NAD 83)
 OB0293
 OB0293  HISTORY     - Date     Condition        Report By
 OB0293  HISTORY     - 1944     MONUMENTED       CGS
 OB0293
 OB0293                          STATION DESCRIPTION
 OB0293
 OB0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLP)
 OB0293'STATION IS ON THE HIGHEST PART OF THE SE TIP OF TEN POUND ISLAND,
 OB0293'30 METERS NW OF THE MEAN HIGH-WATER LINE, 40 FEET ABOVE MEAN
 OB0293'HIGH-WATER LINE.
 OB0293'
 OB0293'STATION MARK IS A STANDARD TOPOGRAPHIC DISK STAMPED NET
 OB0293'1944.  IT IS SET IN HIGH POINT OF WHITE GRANITE LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1003 ***********************************************************************
 PD1003  DESIGNATION -  NEW BARN NORTH GABLE
 PD1003  PID         -  PD1003
 PD1003  STATE/COUNTY-  ME/WASHINGTON
 PD1003  USGS QUAD   -  ROQUE BLUFFS (1975)
 PD1003
 PD1003                         *CURRENT SURVEY CONTROL
 PD1003  ___________________________________________________________________
 PD1003* NAD 83(1996)-  44 36 46.75631(N)    067 26 05.28947(W)     ADJUSTED  
 PD1003* NAVD 88     -                                                        
 PD1003  ___________________________________________________________________
 PD1003  LAPLACE CORR-           4.75  (seconds)                    DEFLEC99
 PD1003  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 PD1003
 PD1003  HORZ ORDER  -  THIRD
 PD1003
 PD1003.The horizontal coordinates were established by classical geodetic methods
 PD1003.and adjusted by the National Geodetic Survey in March 1998..
 PD1003
 PD1003
 PD1003.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1003
 PD1003.The geoid height was determined by GEOID03.
 PD1003
 PD1003;                    North         East     Units Scale Factor Converg.
 PD1003;SPC ME E     -   105,691.902   384,542.527   MT  0.99998787   +0 44 53.3
 PD1003;UTM  19      - 4,941,151.201   624,189.353   MT  0.99978966   +1 05 57.8
 PD1003
 PD1003                          SUPERSEDED SURVEY CONTROL
 PD1003
 PD1003  NAD 83(1992)-  44 36 46.75197(N)    067 26 05.28753(W) AD(       ) 4
 PD1003  NAD 83(1986)-  44 36 46.74788(N)    067 26 05.29017(W) AD(       ) 4
 PD1003  NAD 27      -  44 36 46.47000(N)    067 26 07.33000(W) AD(       ) 3
 PD1003
 PD1003.Superseded values are not recommended for survey control.
 PD1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1003.See file dsdata.txt to determine how the superseded data were derived.
 PD1003
 PD1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK2418941151(NAD 83)
 PD1003
 PD1003  HISTORY     - Date     Condition        Report By
 PD1003  HISTORY     - UNK      MONUMENTED
 PD1003  HISTORY     - 1913     SEE DESCRIPTION  CGS
 PD1003  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD1003  HISTORY     - 1959     SEE DESCRIPTION  CGS
 PD1003
 PD1003                          STATION DESCRIPTION
 PD1003
 PD1003'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 PD1003'THE N GABLE OF THE LARGE BARN ON THE E SIDE OF THE ROAD NEAR ITS
 PD1003'END AT SEA WALL POINT ON THE W SHORE OF LITTLE KENNEBEC BAY,
 PD1003'ABOUT 7 MILES S OF THE TOWN OF MACHIAS, OR ABOUT 10 MILES BY
 PD1003'ROAD, ABOUT 100 METERS FROM THE SHORE OF BARE COVE, AND A LITTLE
 PD1003'MORE THAN 100 METERS FROM THE SMALL COVE TO THE NORTHWARD.
 PD1003
 PD1003                          STATION RECOVERY (1946)
 PD1003
 PD1003'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD1003'STATION IS LOST.  ACCORDING TO LOCAL INFORMATION, THE BARN WAS
 PD1003'BLOWN DOWN DURING A GALE ABOUT 50 YEARS AGO.
 PD1003
 PD1003                          STATION RECOVERY (1959)
 PD1003
 PD1003'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GFW)
 PD1003'STATION DESTROYED.  THE BARN WAS DESTROYED BY A WIND STORM
 PD1003'APPROXIMATELY 65 YEARS AGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1961 ***********************************************************************
 OC1961  DESIGNATION -  NEW GLOUCESTER LOT
 OC1961  PID         -  OC1961
 OC1961  STATE/COUNTY-  ME/CUMBERLAND
 OC1961  USGS QUAD   -  GRAY (1980)
 OC1961
 OC1961                         *CURRENT SURVEY CONTROL
 OC1961  ___________________________________________________________________
 OC1961* NAD 83(1996)-  43 57 12.32543(N)    070 17 38.92430(W)     ADJUSTED  
 OC1961* NAVD 88     -                                                        
 OC1961  ___________________________________________________________________
 OC1961  LAPLACE CORR-           2.96  (seconds)                    DEFLEC99
 OC1961  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 OC1961
 OC1961  HORZ ORDER  -  THIRD
 OC1961
 OC1961.The horizontal coordinates were established by classical geodetic methods
 OC1961.and adjusted by the National Geodetic Survey in March 1998..
 OC1961
 OC1961
 OC1961.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1961
 OC1961.The geoid height was determined by GEOID03.
 OC1961
 OC1961;                    North         East     Units Scale Factor Converg.
 OC1961;SPC ME W     -   124,446.251   889,767.743   MT  0.99996795   -0 05 18.5
 OC1961;UTM  19      - 4,867,513.752   396,161.553   MT  0.99973262   -0 53 53.9
 OC1961
 OC1961                          SUPERSEDED SURVEY CONTROL
 OC1961
 OC1961  NAD 83(1992)-  43 57 12.32434(N)    070 17 38.92440(W) AD(       ) 4
 OC1961  NAD 83(1986)-  43 57 12.33116(N)    070 17 38.93050(W) AD(       ) 4
 OC1961  NAD 27      -  43 57 12.06098(N)    070 17 40.73459(W) AD(       ) 3
 OC1961
 OC1961.Superseded values are not recommended for survey control.
 OC1961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1961.See file dsdata.txt to determine how the superseded data were derived.
 OC1961
 OC1961_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9616267514(NAD 83)
 OC1961
 OC1961  HISTORY     - Date     Condition        Report By
 OC1961  HISTORY     - 1977     MONUMENTED       NGS
 OC1961
 OC1961                          STATION DESCRIPTION
 OC1961
 OC1961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (ALB)
 OC1961'THE STATION, NEW GLOUCESTER FIRE LOOKOUT TOWER, IS LOCATED ON
 OC1961'GLOUCESTER HILL ABOUT 1.0 MILE SOUTHWEST OF NEW GLOUCESTER. THE
 OC1961'TOWER IS 48 FEET IN HEIGHT WHICH INCLUDES A 7-FOOT BY
 OC1961'7-FOOT CABIN. IT IS A MAINE FORESTRY SERVICE LOOKOUT TOWER ON
 OC1961'LAND LEASED FROM THE OPPORTUNITY FARM FOR BOYS. A TRAVERSE
 OC1961'CONNECTION WAS MADE FROM TRIANGULATION STATION GLOUCESTER,
 OC1961'TO THE APPROXIMATE CENTER OF THE LOOKOUT TOWER, DISTANCE
 OC1961'BEING 13.191 METERS.
 OC1961'
 OC1961'DESCRIBED BY GREGORY S. NELSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0423 ***********************************************************************
 OB0423  DESIGNATION -  NEW HBR METH EPIS CH STEEPLE
 OB0423  PID         -  OB0423
 OB0423  STATE/COUNTY-  ME/LINCOLN
 OB0423  USGS QUAD   -  PEMAQUID POINT (1997)
 OB0423
 OB0423                         *CURRENT SURVEY CONTROL
 OB0423  ___________________________________________________________________
 OB0423* NAD 83(1996)-  43 52 24.41067(N)    069 30 00.40890(W)     ADJUSTED  
 OB0423* NAVD 88     -                                                        
 OB0423  ___________________________________________________________________
 OB0423  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 OB0423  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 OB0423
 OB0423  HORZ ORDER  -  THIRD
 OB0423
 OB0423.The horizontal coordinates were established by classical geodetic methods
 OB0423.and adjusted by the National Geodetic Survey in March 1998..
 OB0423
 OB0423
 OB0423.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0423
 OB0423.The geoid height was determined by GEOID03.
 OB0423
 OB0423;                    North         East     Units Scale Factor Converg.
 OB0423;SPC ME W     -   115,768.415   953,573.454   MT  1.00000195   +0 27 43.1
 OB0423;SPC ME E     -    23,458.864   219,622.262   MT  0.99997944   -0 41 35.5
 OB0423;UTM  19      - 4,857,938.620   459,818.689   MT  0.99961986   -0 20 47.8
 OB0423
 OB0423                          SUPERSEDED SURVEY CONTROL
 OB0423
 OB0423  NAD 83(1992)-  43 52 24.41005(N)    069 30 00.40080(W) AD(       ) 4
 OB0423  NAD 83(1986)-  43 52 24.41524(N)    069 30 00.40675(W) AD(       ) 4
 OB0423  NAD 27      -  43 52 24.12300(N)    069 30 02.22300(W) AD(       ) 3
 OB0423
 OB0423.Superseded values are not recommended for survey control.
 OB0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0423.See file dsdata.txt to determine how the superseded data were derived.
 OB0423
 OB0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ5981957939(NAD 83)
 OB0423
 OB0423  HISTORY     - Date     Condition        Report By
 OB0423  HISTORY     - 1934     MONUMENTED       CGS
 OB0423  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OB0423  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OB0423
 OB0423                          STATION DESCRIPTION
 OB0423
 OB0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0423'STATION IS THE TOP OF THE CROSS ON THE METHODIST EPISCOPAL
 OB0423'CHURCH STEEPLE AT NEW HARBOR ON PEMAQUID NECK.
 OB0423
 OB0423                          STATION RECOVERY (1943)
 OB0423
 OB0423'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (LPR)
 OB0423'STATION WAS RECOVERED AS DESCRIBED.
 OB0423
 OB0423                          STATION RECOVERY (1953)
 OB0423
 OB0423'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (PT)
 OB0423'STATION DESTROYED.  THE CROSS NO LONGER EXISTS.
 OB0423'
 OB0423'ACCORDING TO LOCAL INFORMATION, THE STEEPLE WAS DESTROYED AND
 OB0423'REBUILT IN 1945.
 OB0423'
 OB0423'BELL TOWER 1953 (SEE AP TRAVERSE) IS VERY NEAR THE SAME POSITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1830 ***********************************************************************
 OC1830  DESIGNATION -  NEW NORTH TUKEY USE
 OC1830  PID         -  OC1830
 OC1830  STATE/COUNTY-  ME/CUMBERLAND
 OC1830  USGS QUAD   -  PORTLAND WEST (1978)
 OC1830
 OC1830                         *CURRENT SURVEY CONTROL
 OC1830  ___________________________________________________________________
 OC1830* NAD 83(1996)-  43 40 42.89282(N)    070 15 23.92270(W)     ADJUSTED  
 OC1830* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 OC1830  ___________________________________________________________________
 OC1830  LAPLACE CORR-           3.58  (seconds)                    DEFLEC99
 OC1830  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 OC1830
 OC1830  HORZ ORDER  -  THIRD
 OC1830
 OC1830.The horizontal coordinates were established by classical geodetic methods
 OC1830.and adjusted by the National Geodetic Survey in March 1998..
 OC1830
 OC1830.The orthometric height was scaled from a topographic map.
 OC1830
 OC1830.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1830
 OC1830.The geoid height was determined by GEOID03.
 OC1830
 OC1830;                    North         East     Units Scale Factor Converg.
 OC1830;SPC ME W     -    93,905.936   892,744.561   MT  0.99996731   -0 03 43.7
 OC1830;UTM  19      - 4,836,941.788   398,706.896   MT  0.99972620   -0 52 04.5
 OC1830
 OC1830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1830!SPC ME W     -   1.00000398  x   0.99996731  =   0.99997129
 OC1830!UTM  19      -   1.00000398  x   0.99972620  =   0.99973018
 OC1830
 OC1830:                Primary Azimuth Mark                     Grid Az
 OC1830:SPC ME W     -  EAST DEERING USE 1909                    039 58 10.6
 OC1830:UTM  19      -  EAST DEERING USE 1909                    040 46 31.4
 OC1830
 OC1830|---------------------------------------------------------------------|
 OC1830| PID    Reference Object                     Distance      Geod. Az  |
 OC1830|                                                           dddmmss.s |
 OC1830| OC1834 EAST DEERING USE 1909               APPROX. 0.5 KM 0395426.9 |
 OC1830| OC1824 NEW SOUTH TUKEY USE                 APPROX. 0.6 KM 1744437.0 |
 OC1830|---------------------------------------------------------------------|
 OC1830
 OC1830                          SUPERSEDED SURVEY CONTROL
 OC1830
 OC1830  NAD 83(1992)-  43 40 42.89143(N)    070 15 23.92374(W) AD(       ) 3
 OC1830  NAD 83(1986)-  43 40 42.89736(N)    070 15 23.92915(W) AD(       ) 3
 OC1830  NAD 27      -  43 40 42.62000(N)    070 15 25.76000(W) AD(       ) 3
 OC1830
 OC1830.Superseded values are not recommended for survey control.
 OC1830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1830.See file dsdata.txt to determine how the superseded data were derived.
 OC1830
 OC1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9870736942(NAD 83)
 OC1830
 OC1830  HISTORY     - Date     Condition        Report By
 OC1830  HISTORY     - UNK      MONUMENTED
 OC1830  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1830
 OC1830                          STATION DESCRIPTION
 OC1830
 OC1830'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1830'STATION LOST.  AUTHORITY OF U.S.E. OFFICE PORTLAND, MAINE.
 OC1830'
 OC1830'THIS STATION WAS ESTABLISHED BY THE U.S.E. IN 1909.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0558 ***********************************************************************
 QF0558  DESIGNATION -  NEW PIER IBC
 QF0558  PID         -  QF0558
 QF0558  STATE/COUNTY-  ME/WASHINGTON
 QF0558  USGS QUAD   -  VANCEBORO (1988)
 QF0558
 QF0558                         *CURRENT SURVEY CONTROL
 QF0558  ___________________________________________________________________
 QF0558* NAD 83(1996)-  45 34 34.66259(N)    067 25 29.32432(W)     ADJUSTED  
 QF0558* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 QF0558  ___________________________________________________________________
 QF0558  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 QF0558  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 QF0558
 QF0558  HORZ ORDER  -  THIRD
 QF0558
 QF0558.The horizontal coordinates were established by classical geodetic methods
 QF0558.and adjusted by the National Geodetic Survey in March 1998..
 QF0558
 QF0558.The orthometric height was scaled from a topographic map.
 QF0558
 QF0558.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0558
 QF0558.The geoid height was determined by GEOID03.
 QF0558
 QF0558;                    North         East     Units Scale Factor Converg.
 QF0558;SPC ME E     -   212,747.401   383,912.534   MT  0.99998654   +0 46 04.5
 QF0558;UTM  19      - 5,048,179.400   622,897.768   MT  0.99978570   +1 07 30.4
 QF0558
 QF0558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0558!SPC ME E     -   0.99998539  x   0.99998654  =   0.99997193
 QF0558!UTM  19      -   0.99998539  x   0.99978570  =   0.99977109
 QF0558
 QF0558|---------------------------------------------------------------------|
 QF0558| PID    Reference Object                     Distance      Geod. Az  |
 QF0558|                                                           dddmmss.s |
 QF0558| QF0553 VARNEY IBC                          212.071 METERS 02550     |
 QF0558| QF0552 REFERENCE MON 124 ECC               307.706 METERS 15938     |
 QF0558| QF0560 REFERENCE MON 123                   259.948 METERS 18350     |
 QF0558| QF0574 MC GRATH IBC                        324.594 METERS 32939     |
 QF0558| QF0561 LACEY IBC                           332.705 METERS 35220     |
 QF0558|---------------------------------------------------------------------|
 QF0558
 QF0558                          SUPERSEDED SURVEY CONTROL
 QF0558
 QF0558  NAD 83(1992)-  45 34 34.65849(N)    067 25 29.32136(W) AD(       ) 3
 QF0558  NAD 83(1986)-  45 34 34.66292(N)    067 25 29.33138(W) AD(       ) 3
 QF0558  NAD 27      -  45 34 34.42600(N)    067 25 31.32900(W) AD(       ) 3
 QF0558
 QF0558.Superseded values are not recommended for survey control.
 QF0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0558.See file dsdata.txt to determine how the superseded data were derived.
 QF0558
 QF0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2289848179(NAD 83)
 QF0558_MARKER: B = BOLT
 QF0558_SETTING: 0 = UNSPECIFIED SETTING
 QF0558_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QF0558
 QF0558  HISTORY     - Date     Condition        Report By
 QF0558  HISTORY     - 1946     MONUMENTED       IBC
 QF0558  HISTORY     - 1955     GOOD             IBC
 QF0558
 QF0558                          STATION DESCRIPTION
 QF0558
 QF0558'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF0558'ON THE FIRST ROCK PIER N OF VARNEY ISLAND, ON A GRAVEL BAR WHICH IS
 QF0558'COVERED BY HIGH WATER.
 QF0558'
 QF0558'STATION MARK IS AN IRON BOLT IN THE TOP OF THE CENTER CROSS BEAM NEAR
 QF0558'THE TOP OF THE PIER.
 QF0558
 QF0558                          STATION RECOVERY (1955)
 QF0558
 QF0558'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF0558'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1029 ***********************************************************************
 PF1029  DESIGNATION -  NEW PORTLAND
 PF1029  PID         -  PF1029
 PF1029  STATE/COUNTY-  ME/SOMERSET
 PF1029  USGS QUAD   -  NEW PORTLAND (1989)
 PF1029
 PF1029                         *CURRENT SURVEY CONTROL
 PF1029  ___________________________________________________________________
 PF1029* NAD 83(1996)-  44 52 42.53087(N)    070 02 22.96958(W)     ADJUSTED  
 PF1029* NAVD 88     -       338.     (meters)    1109.     (feet)  SCALED    
 PF1029  ___________________________________________________________________
 PF1029  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 PF1029  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 PF1029
 PF1029  HORZ ORDER  -  THIRD
 PF1029
 PF1029.The horizontal coordinates were established by classical geodetic methods
 PF1029.and adjusted by the National Geodetic Survey in March 1998..
 PF1029
 PF1029.The orthometric height was scaled from a topographic map.
 PF1029
 PF1029.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1029
 PF1029.The geoid height was determined by GEOID03.
 PF1029
 PF1029;                    North         East     Units Scale Factor Converg.
 PF1029;SPC ME W     -   227,235.445   910,030.636   MT  0.99996790   +0 05 22.5
 PF1029;UTM  19      - 4,969,977.061   417,881.595   MT  0.99968292   -0 44 01.2
 PF1029
 PF1029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1029!SPC ME W     -   0.99995110  x   0.99996790  =   0.99991900
 PF1029!UTM  19      -   0.99995110  x   0.99968292  =   0.99963404
 PF1029
 PF1029:                Primary Azimuth Mark                     Grid Az
 PF1029:SPC ME W     -  MT BLUE                                  235 03 55.1
 PF1029:UTM  19      -  MT BLUE                                  235 53 18.8
 PF1029
 PF1029|---------------------------------------------------------------------|
 PF1029| PID    Reference Object                     Distance      Geod. Az  |
 PF1029|                                                           dddmmss.s |
 PF1029| PF1037 MT BLUE                             APPROX.29.2 KM 2350917.6 |
 PF1029|---------------------------------------------------------------------|
 PF1029
 PF1029                          SUPERSEDED SURVEY CONTROL
 PF1029
 PF1029  NAD 83(1992)-  44 52 42.53062(N)    070 02 22.96540(W) AD(       ) 3
 PF1029  NAD 83(1986)-  44 52 42.53460(N)    070 02 22.97120(W) AD(       ) 3
 PF1029  NAD 27      -  44 52 42.32898(N)    070 02 24.76656(W) AD(       ) 3
 PF1029
 PF1029.Superseded values are not recommended for survey control.
 PF1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1029.See file dsdata.txt to determine how the superseded data were derived.
 PF1029
 PF1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK1788269977(NAD 83)
 PF1029_MARKER: DD = SURVEY DISK
 PF1029_SETTING: 66 = SET IN ROCK OUTCROP
 PF1029_SP_SET: SET IN ROCK OUTCROP
 PF1029_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PF1029+STABILITY: POSITION/ELEVATION WELL
 PF1029
 PF1029  HISTORY     - Date     Condition        Report By
 PF1029  HISTORY     - 1927     MONUMENTED       USGS
 PF1029
 PF1029                          STATION DESCRIPTION
 PF1029
 PF1029'DESCRIBED BY US GEOLOGICAL SURVEY 1927
 PF1029'IN THE TOWN OF NEW PORTLAND, ABOUT 2.0 MI E. OF NEW PORTLAND POST
 PF1029'OFFICE, ON A HIGH BARE HILL OWNED BY C. A. MCKENNEY.
 PF1029'
 PF1029'STATION MARK, A STANDARD DISK CEMENTED IN SOLID ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1824 ***********************************************************************
 OC1824  DESIGNATION -  NEW SOUTH TUKEY USE
 OC1824  PID         -  OC1824
 OC1824  STATE/COUNTY-  ME/CUMBERLAND
 OC1824  USGS QUAD   -  PORTLAND WEST (1978)
 OC1824
 OC1824                         *CURRENT SURVEY CONTROL
 OC1824  ___________________________________________________________________
 OC1824* NAD 83(1996)-  43 40 23.61431(N)    070 15 21.47916(W)     ADJUSTED  
 OC1824* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 OC1824  ___________________________________________________________________
 OC1824  LAPLACE CORR-           3.61  (seconds)                    DEFLEC99
 OC1824  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 OC1824
 OC1824  HORZ ORDER  -  THIRD
 OC1824
 OC1824.The horizontal coordinates were established by classical geodetic methods
 OC1824.and adjusted by the National Geodetic Survey in March 1998..
 OC1824
 OC1824.The orthometric height was scaled from a topographic map.
 OC1824
 OC1824.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1824
 OC1824.The geoid height was determined by GEOID03.
 OC1824
 OC1824;                    North         East     Units Scale Factor Converg.
 OC1824;SPC ME W     -    93,310.908   892,798.653   MT  0.99996730   -0 03 42.0
 OC1824;UTM  19      - 4,836,346.203   398,752.604   MT  0.99972609   -0 52 02.5
 OC1824
 OC1824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1824!SPC ME W     -   1.00000398  x   0.99996730  =   0.99997128
 OC1824!UTM  19      -   1.00000398  x   0.99972609  =   0.99973007
 OC1824
 OC1824:                Primary Azimuth Mark                     Grid Az
 OC1824:SPC ME W     -  EAST DEERING USE 1909                    015 23 44.0
 OC1824:UTM  19      -  EAST DEERING USE 1909                    016 12 04.5
 OC1824
 OC1824|---------------------------------------------------------------------|
 OC1824| PID    Reference Object                     Distance      Geod. Az  |
 OC1824|                                                           dddmmss.s |
 OC1824| OC1834 EAST DEERING USE 1909               APPROX. 1.0 KM 0152002.0 |
 OC1824| OC1830 NEW NORTH TUKEY USE                 APPROX. 0.6 KM 3544438.6 |
 OC1824|---------------------------------------------------------------------|
 OC1824
 OC1824                          SUPERSEDED SURVEY CONTROL
 OC1824
 OC1824  NAD 83(1992)-  43 40 23.61288(N)    070 15 21.48023(W) AD(       ) 3
 OC1824  NAD 83(1986)-  43 40 23.61885(N)    070 15 21.48565(W) AD(       ) 3
 OC1824  NAD 27      -  43 40 23.35000(N)    070 15 23.31000(W) AD(       ) 3
 OC1824
 OC1824.Superseded values are not recommended for survey control.
 OC1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1824.See file dsdata.txt to determine how the superseded data were derived.
 OC1824
 OC1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9875336346(NAD 83)
 OC1824
 OC1824  HISTORY     - Date     Condition        Report By
 OC1824  HISTORY     - UNK      MONUMENTED
 OC1824  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1824
 OC1824                          STATION DESCRIPTION
 OC1824
 OC1824'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1824'STATION LOST.  AUTHORITY OF U.S.E. OFFICE, PORTLAND, MAINE.
 OC1824'
 OC1824'THIS STATION WAS ESTABLISHED BY THE U.S.E. IN 1909.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0679 ***********************************************************************
 RF0679  DESIGNATION -  NEW SWEDEN
 RF0679  PID         -  RF0679
 RF0679  STATE/COUNTY-  ME/AROOSTOOK
 RF0679  USGS QUAD   -  NEW SWEDEN (1978)
 RF0679
 RF0679                         *CURRENT SURVEY CONTROL
 RF0679  ___________________________________________________________________
 RF0679* NAD 83(1996)-  46 56 44.53966(N)    068 06 41.88146(W)     ADJUSTED  
 RF0679* NAVD 88     -       303.     (meters)     994.     (feet)  SCALED    
 RF0679  ___________________________________________________________________
 RF0679  LAPLACE CORR-           3.48  (seconds)                    DEFLEC99
 RF0679  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 RF0679
 RF0679  HORZ ORDER  -  THIRD
 RF0679
 RF0679.The horizontal coordinates were established by classical geodetic methods
 RF0679.and adjusted by the National Geodetic Survey in March 1998..
 RF0679
 RF0679.The orthometric height was scaled from a topographic map.
 RF0679
 RF0679.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0679
 RF0679.The geoid height was determined by GEOID03.
 RF0679
 RF0679;                    North         East     Units Scale Factor Converg.
 RF0679;SPC ME E     -   364,461.801   329,564.521   MT  0.99991074   +0 17 01.6
 RF0679;UTM  19      - 5,199,513.576   567,606.764   MT  0.99965618   +0 38 57.0
 RF0679
 RF0679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0679!SPC ME E     -   0.99995621  x   0.99991074  =   0.99986695
 RF0679!UTM  19      -   0.99995621  x   0.99965618  =   0.99961240
 RF0679
 RF0679:                Primary Azimuth Mark                     Grid Az
 RF0679:SPC ME E     -  WOODLAND GSC                             157 28 32.6
 RF0679:UTM  19      -  WOODLAND GSC                             157 06 37.2
 RF0679
 RF0679|---------------------------------------------------------------------|
 RF0679| PID    Reference Object                     Distance      Geod. Az  |
 RF0679|                                                           dddmmss.s |
 RF0679| RF0678 WOODLAND GSC                        APPROX. 4.1 KM 1574534.2 |
 RF0679|---------------------------------------------------------------------|
 RF0679
 RF0679                          SUPERSEDED SURVEY CONTROL
 RF0679
 RF0679  NAD 83(1992)-  46 56 44.53512(N)    068 06 41.87788(W) AD(       ) 3
 RF0679  NAD 83(1986)-  46 56 44.53452(N)    068 06 41.87818(W) AD(       ) 3
 RF0679  NAD 27      -  46 56 44.34834(N)    068 06 43.74187(W) AD(       ) 3
 RF0679
 RF0679.Superseded values are not recommended for survey control.
 RF0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0679.See file dsdata.txt to determine how the superseded data were derived.
 RF0679
 RF0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM6760799514(NAD 83)
 RF0679_MARKER: DD = SURVEY DISK
 RF0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RF0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0679+STABILITY: SURFACE MOTION
 RF0679
 RF0679  HISTORY     - Date     Condition        Report By
 RF0679  HISTORY     - 1927     MONUMENTED       USGS
 RF0679
 RF0679                          STATION DESCRIPTION
 RF0679
 RF0679'DESCRIBED BY US GEOLOGICAL SURVEY 1927
 RF0679'STATION IS IN  NEW SWEDEN TOWNSHIP, ABOUT 1.0 MI W. OF NEW SWEDEN
 RF0679'STATION ON BANGOR AND AROOSTOOK RR.  IT IS ON NORTHERLY AND HIGHEST
 RF0679'ONE OF TWO HIGH TIMBERED KNOBS.  IT IS NOT ON HIGHEST POINT BUT NEAR
 RF0679'SW. CORNER IN AN OPEN FIELD WITH GOOD VIEW TO S. AND W.  LAND IS OWNED
 RF0679'BY GEORGE OSTLUND OF NEW SWEDEN.
 RF0679'
 RF0679'STATION MARK,  STANDARD DISK SET IN CYLINDRICAL CONCRETE BLOCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1934 ***********************************************************************
 PE1934  DESIGNATION -  NEWBURY NECK HOUSE EAST CHIM
 PE1934  PID         -  PE1934
 PE1934  STATE/COUNTY-  ME/HANCOCK
 PE1934  USGS QUAD   -  NEWBURY NECK (1981)
 PE1934
 PE1934                         *CURRENT SURVEY CONTROL
 PE1934  ___________________________________________________________________
 PE1934* NAD 83(1996)-  44 22 55.65182(N)    068 28 00.53808(W)     ADJUSTED  
 PE1934* NAVD 88     -                                                        
 PE1934  ___________________________________________________________________
 PE1934  LAPLACE CORR-           6.73  (seconds)                    DEFLEC99
 PE1934  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 PE1934
 PE1934  HORZ ORDER  -  THIRD
 PE1934
 PE1934.The horizontal coordinates were established by classical geodetic methods
 PE1934.and adjusted by the National Geodetic Survey in March 1998..
 PE1934
 PE1934
 PE1934.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1934
 PE1934.The geoid height was determined by GEOID03.
 PE1934
 PE1934;                    North         East     Units Scale Factor Converg.
 PE1934;SPC ME E     -    79,489.163   302,644.146   MT  0.99990009   +0 01 23.6
 PE1934;UTM  19      - 4,914,454.329   542,472.243   MT  0.99962218   +0 22 22.6
 PE1934
 PE1934                          SUPERSEDED SURVEY CONTROL
 PE1934
 PE1934  NAD 83(1992)-  44 22 55.65015(N)    068 28 00.52312(W) AD(       ) 4
 PE1934  NAD 83(1986)-  44 22 55.65004(N)    068 28 00.52673(W) AD(       ) 4
 PE1934  NAD 27      -  44 22 55.36000(N)    068 28 02.45000(W) AD(       ) 3
 PE1934
 PE1934.Superseded values are not recommended for survey control.
 PE1934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1934.See file dsdata.txt to determine how the superseded data were derived.
 PE1934
 PE1934_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK4247214454(NAD 83)
 PE1934
 PE1934  HISTORY     - Date     Condition        Report By
 PE1934  HISTORY     - UNK      MONUMENTED
 PE1934  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE1934  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE1934
 PE1934                          STATION DESCRIPTION
 PE1934
 PE1934'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1934'THE STATION IS LOST.
 PE1934
 PE1934                          STATION RECOVERY (1944)
 PE1934
 PE1934'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1934'THE STATION IS LOST.  HOUSE AND CHIMNEY ARE BOTH DESTROYED.  SITE
 PE1934'OF CHIMNEY RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1936 ***********************************************************************
 PE1936  DESIGNATION -  NEWBURY NECK UNION CHURCH
 PE1936  PID         -  PE1936
 PE1936  STATE/COUNTY-  ME/HANCOCK
 PE1936  USGS QUAD   -  NEWBURY NECK (1981)
 PE1936
 PE1936                         *CURRENT SURVEY CONTROL
 PE1936  ___________________________________________________________________
 PE1936* NAD 83(1996)-  44 24 28.62113(N)    068 27 45.34897(W)     ADJUSTED  
 PE1936* NAVD 88     -                                                        
 PE1936  ___________________________________________________________________
 PE1936  LAPLACE CORR-           6.91  (seconds)                    DEFLEC99
 PE1936  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 PE1936
 PE1936  HORZ ORDER  -  THIRD
 PE1936
 PE1936.The horizontal coordinates were established by classical geodetic methods
 PE1936.and adjusted by the National Geodetic Survey in March 1998..
 PE1936
 PE1936
 PE1936.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1936
 PE1936.The geoid height was determined by GEOID03.
 PE1936
 PE1936;                    North         East     Units Scale Factor Converg.
 PE1936;SPC ME E     -    82,358.672   302,979.028   MT  0.99990011   +0 01 34.2
 PE1936;UTM  19      - 4,917,325.032   542,789.511   MT  0.99962252   +0 22 33.8
 PE1936
 PE1936                          SUPERSEDED SURVEY CONTROL
 PE1936
 PE1936  NAD 83(1992)-  44 24 28.61725(N)    068 27 45.33430(W) AD(       ) 4
 PE1936  NAD 83(1986)-  44 24 28.61695(N)    068 27 45.33767(W) AD(       ) 4
 PE1936  NAD 27      -  44 24 28.32000(N)    068 27 47.26400(W) AD(       ) 3
 PE1936
 PE1936.Superseded values are not recommended for survey control.
 PE1936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1936.See file dsdata.txt to determine how the superseded data were derived.
 PE1936
 PE1936_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK4279017325(NAD 83)
 PE1936
 PE1936  HISTORY     - Date     Condition        Report By
 PE1936  HISTORY     - UNK      MONUMENTED
 PE1936  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE1936  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE1936  HISTORY     - 1956     SEE DESCRIPTION  CGS
 PE1936
 PE1936                          STATION DESCRIPTION
 PE1936
 PE1936'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1936'A SMALL AGED CHURCH WITH A SHORT SPIRE IS AT THE PLOTTED POSITION
 PE1936'OF THIS STATION.  IT IS NOW OBSCURED BY TREES EXCEPT TO THE
 PE1936'E.  A SMALL CEMETERY IS DIRECTLY ACROSS THE ROAD FROM THE
 PE1936'CHURCH.  NO RELIABLE LOCAL INFORMATION WAS OBTAINED AS TO WHEN
 PE1936'THE CHURCH WAS BUILT AND IT WAS NOT OBSERVED UPON IN THE 1934
 PE1936'TRIANGULATION.
 PE1936
 PE1936                          STATION RECOVERY (1944)
 PE1936
 PE1936'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1936'STATION RECOVERED.  STATION IS THE VERTICAL SUPPORT WHICH ONCE
 PE1936'HELD A WEATHER VANE ON TOP OF THE SHINGLED, PYRAMIDAL-ROOFED
 PE1936'BELFRY OF THE NEWBURY NECK, UNION CHURCH WHICH STANDS DIRECTLY
 PE1936'ACROSS THE ROAD FROM, AND DUE E OF THE BAYVIEW CEMETERY.
 PE1936'
 PE1936'THE CHURCH IS NOW A DULL GRAY COLOR FROM LACK OF PAINT, THE
 PE1936'WINDOWS ARE BROKEN, AND PART OF THE ROOF HAS CAVED IN, BUT THE
 PE1936'BELFRY STILL STANDS IN FAIR CONDITION.
 PE1936'
 PE1936'POSITIVE LOCAL INFORMATION REVEALS THAT THE BELFRY IS THE
 PE1936'ORIGINAL ONE AND HAS NOT BEEN CHANGED SINCE THE CHURCH WAS BUILT
 PE1936'WHICH WAS LONG BEFORE 1864.
 PE1936
 PE1936                          STATION RECOVERY (1956)
 PE1936
 PE1936'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 PE1936'THE STATION IS DESTROYED.  THE CHURCH BUILDING WAS TORN DOWN
 PE1936'ABOUT 1947.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1935 ***********************************************************************
 PE1935  DESIGNATION -  NEWBURY NECK WHITE HSE S CHIM
 PE1935  PID         -  PE1935
 PE1935  STATE/COUNTY-  ME/HANCOCK
 PE1935  USGS QUAD   -  NEWBURY NECK (1981)
 PE1935
 PE1935                         *CURRENT SURVEY CONTROL
 PE1935  ___________________________________________________________________
 PE1935* NAD 83(1996)-  44 26 48.03699(N)    068 27 51.87786(W)     ADJUSTED  
 PE1935* NAVD 88     -                                                        
 PE1935  ___________________________________________________________________
 PE1935  LAPLACE CORR-           6.87  (seconds)                    DEFLEC99
 PE1935  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 PE1935
 PE1935  HORZ ORDER  -  THIRD
 PE1935
 PE1935.The horizontal coordinates were established by classical geodetic methods
 PE1935.and adjusted by the National Geodetic Survey in March 1998..
 PE1935
 PE1935
 PE1935.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1935
 PE1935.The geoid height was determined by GEOID03.
 PE1935
 PE1935;                    North         East     Units Scale Factor Converg.
 PE1935;SPC ME E     -    86,661.503   302,832.711   MT  0.99990010   +0 01 29.7
 PE1935;UTM  19      - 4,921,625.694   542,616.961   MT  0.99962233   +0 22 30.2
 PE1935
 PE1935                          SUPERSEDED SURVEY CONTROL
 PE1935
 PE1935  NAD 83(1992)-  44 26 48.02961(N)    068 27 51.86253(W) AD(       ) 4
 PE1935  NAD 83(1986)-  44 26 48.02914(N)    068 27 51.86563(W) AD(       ) 4
 PE1935  NAD 27      -  44 26 47.74000(N)    068 27 53.79000(W) AD(       ) 3
 PE1935
 PE1935.Superseded values are not recommended for survey control.
 PE1935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1935.See file dsdata.txt to determine how the superseded data were derived.
 PE1935
 PE1935_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK4261721626(NAD 83)
 PE1935
 PE1935  HISTORY     - Date     Condition        Report By
 PE1935  HISTORY     - UNK      MONUMENTED
 PE1935  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE1935  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE1935
 PE1935                          STATION DESCRIPTION
 PE1935
 PE1935'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1935'THE STATION IS LOST.
 PE1935
 PE1935                          STATION RECOVERY (1944)
 PE1935
 PE1935'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1935'STATION IS THOUGHT TO BE THE S CHIMNEY ON TOP THE ROOF OF THE
 PE1935'S SECTION OF A WHITE HOUSE NOW OWNED BY A MRS. DAVID
 PE1935'C. HOLE.  THIS HOUSE STANDS IN THE PLOTTED POSITION OF THE
 PE1935'STATION, DUE E OF CARRYING PLACE, AND IT WAS STANDING THERE IN
 PE1935'1864 ACCORDING TO AN AGED RESIDENT.  OUTSIDE OF ABOVE
 PE1935'INFORMATION, STATION COULD NOT BE IDENTIFIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1047 ***********************************************************************
 PF1047  DESIGNATION -  NEWMAN
 PF1047  PID         -  PF1047
 PF1047  STATE/COUNTY-  ME/FRANKLIN
 PF1047  USGS QUAD   -  MADRID (1984)
 PF1047
 PF1047                         *CURRENT SURVEY CONTROL
 PF1047  ___________________________________________________________________
 PF1047* NAD 83(1996)-  44 46 03.67466(N)    070 28 47.78548(W)     ADJUSTED  
 PF1047* NAVD 88     -       897.     (meters)    2943.     (feet)  SCALED    
 PF1047  ___________________________________________________________________
 PF1047  LAPLACE CORR-          -3.51  (seconds)                    DEFLEC99
 PF1047  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 PF1047
 PF1047  HORZ ORDER  -  THIRD
 PF1047
 PF1047.The horizontal coordinates were established by classical geodetic methods
 PF1047.and adjusted by the National Geodetic Survey in March 1998..
 PF1047
 PF1047.The orthometric height was scaled from a topographic map.
 PF1047
 PF1047.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1047
 PF1047.The geoid height was determined by GEOID03.
 PF1047
 PF1047;                    North         East     Units Scale Factor Converg.
 PF1047;SPC ME W     -   214,963.477   875,200.571   MT  0.99997423   -0 13 14.2
 PF1047;UTM  19      - 4,958,209.214   382,887.547   MT  0.99976866   -1 02 32.4
 PF1047
 PF1047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1047!SPC ME W     -   0.99986345  x   0.99997423  =   0.99983768
 PF1047!UTM  19      -   0.99986345  x   0.99976866  =   0.99963214
 PF1047
 PF1047:                Primary Azimuth Mark                     Grid Az
 PF1047:SPC ME W     -  LITTLE JACKSON                           251 37 38.4
 PF1047:UTM  19      -  LITTLE JACKSON                           252 26 56.6
 PF1047
 PF1047|---------------------------------------------------------------------|
 PF1047| PID    Reference Object                     Distance      Geod. Az  |
 PF1047|                                                           dddmmss.s |
 PF1047| PF1175 LITTLE JACKSON                      APPROX. 4.7 KM 2512424.2 |
 PF1047|---------------------------------------------------------------------|
 PF1047
 PF1047                          SUPERSEDED SURVEY CONTROL
 PF1047
 PF1047  NAD 83(1992)-  44 46 03.67589(N)    070 28 47.78309(W) AD(       ) 3
 PF1047  NAD 83(1986)-  44 46 03.68072(N)    070 28 47.78748(W) AD(       ) 3
 PF1047  NAD 27      -  44 46 03.48017(N)    070 28 49.54392(W) AD(       ) 3
 PF1047
 PF1047.Superseded values are not recommended for survey control.
 PF1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1047.See file dsdata.txt to determine how the superseded data were derived.
 PF1047
 PF1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK8288858209(NAD 83)
 PF1047_MARKER: DD = SURVEY DISK
 PF1047_SETTING: 66 = SET IN ROCK OUTCROP
 PF1047_SP_SET: SET IN A ROCK LEDGE
 PF1047_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PF1047+STABILITY: POSITION/ELEVATION WELL
 PF1047
 PF1047  HISTORY     - Date     Condition        Report By
 PF1047  HISTORY     - 1927     MONUMENTED       USGS
 PF1047
 PF1047                          STATION DESCRIPTION
 PF1047
 PF1047'DESCRIBED BY US GEOLOGICAL SURVEY 1927
 PF1047'STATION IS ON NEWMAN MOUNTAIN, ABOUT 6.0 MI NW. OF WELD.  MOUNTAIN
 PF1047'HAS BEEN BURNED OVER AND IS BARE.
 PF1047'
 PF1047'STATION MARK, STANDARD DISK IN SOLID ROCK ON HIGHEST PART OF MOUNTAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1076 ***********************************************************************
 PD1076  DESIGNATION -  NEWMAN 2
 PD1076  PID         -  PD1076
 PD1076  STATE/COUNTY-  ME/HANCOCK
 PD1076  USGS QUAD   -  PETIT MANAN POINT (1977)
 PD1076
 PD1076                         *CURRENT SURVEY CONTROL
 PD1076  ___________________________________________________________________
 PD1076* NAD 83(1996)-  44 25 13.78931(N)    067 58 38.50655(W)     ADJUSTED  
 PD1076* NAVD 88     -        26.     (meters)      85.     (feet)  SCALED    
 PD1076  ___________________________________________________________________
 PD1076  LAPLACE CORR-           3.40  (seconds)                    DEFLEC99
 PD1076  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 PD1076
 PD1076  HORZ ORDER  -  SECOND
 PD1076
 PD1076.The horizontal coordinates were established by classical geodetic methods
 PD1076.and adjusted by the National Geodetic Survey in March 1998..
 PD1076
 PD1076.The orthometric height was scaled from a topographic map.
 PD1076
 PD1076.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1076
 PD1076.The geoid height was determined by GEOID03.
 PD1076
 PD1076;                    North         East     Units Scale Factor Converg.
 PD1076;SPC ME E     -    83,884.902   341,617.391   MT  0.99992129   +0 21 56.9
 PD1076;UTM  19      - 4,919,086.763   581,407.839   MT  0.99968150   +0 42 56.9
 PD1076
 PD1076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD1076!SPC ME E     -   0.99999967  x   0.99992129  =   0.99992096
 PD1076!UTM  19      -   0.99999967  x   0.99968150  =   0.99968117
 PD1076
 PD1076:                Primary Azimuth Mark                     Grid Az
 PD1076:SPC ME E     -  PIGEON                                   060 47 40.0
 PD1076:UTM  19      -  PIGEON                                   060 26 40.0
 PD1076
 PD1076|---------------------------------------------------------------------|
 PD1076| PID    Reference Object                     Distance      Geod. Az  |
 PD1076|                                                           dddmmss.s |
 PD1076| PD1071 PIGEON                              APPROX. 8.0 KM 0610936.9 |
 PD1076| CE8587 NEWMAN 2 RM 3                         4.271 METERS 13554     |
 PD1076| PD1077 COREA CHURCH SPIRE                  APPROX. 2.1 KM 1781845.0 |
 PD1076| CE8588 NEWMAN 2 RM 4                         4.124 METERS 24706     |
 PD1076| PD1075 NEWMAN RESET                         10.400 METERS 34121     |
 PD1076|---------------------------------------------------------------------|
 PD1076
 PD1076                          SUPERSEDED SURVEY CONTROL
 PD1076
 PD1076  NAD 83(1992)-  44 25 13.78654(N)    067 58 38.51114(W) AD(       ) 2
 PD1076  NAD 83(1986)-  44 25 13.78388(N)    067 58 38.51572(W) AD(       ) 2
 PD1076  NAD 27      -  44 25 13.49575(N)    067 58 40.50571(W) AD(       ) 2
 PD1076
 PD1076.Superseded values are not recommended for survey control.
 PD1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1076.See file dsdata.txt to determine how the superseded data were derived.
 PD1076
 PD1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK8140819087(NAD 83)
 PD1076_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PD1076_SETTING: 66 = SET IN ROCK OUTCROP
 PD1076_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 PD1076_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD1076_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD1076+STABILITY: POSITION/ELEVATION WELL
 PD1076
 PD1076  HISTORY     - Date     Condition        Report By
 PD1076  HISTORY     - 1970     MONUMENTED       NGS
 PD1076  HISTORY     - 1986     GOOD             NOS
 PD1076
 PD1076                          STATION DESCRIPTION
 PD1076
 PD1076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 PD1076'STATION IS LOCATED ABOUT 1-1/2 MILES NORTH OF COREA, ON THE
 PD1076'SUMMIT OF A ROCKY HILL ALONG THE WEST SIDE OF GOULDSBORO BAY,
 PD1076'ABOUT 200 YARDS SOUTHWEST OF NEWMAN COVE.
 PD1076'
 PD1076'TO REACH STATION FROM THE POST OFFICE AT PROSPECT HARBOR, GO
 PD1076'EAST ON STATE HIGHWAY 195 FOR 2.1 MILES TO THE COREA CEMETERY
 PD1076'ON RIGHT.  CONTINUE AHEAD FOR 0.35 MILE TO GRAVEL SIDE ROAD
 PD1076'LEFT.  TURN LEFT AND GO NORTH FOR 1.2 MILES TO STEEP DRIVEWAY
 PD1076'ON LEFT.  GO UP DRIVEWAY FOR 0.15 MILE TO PARKING AREA.  WALK
 PD1076'ABOUT 75 FEET UP KNOLL TO STATION.
 PD1076'
 PD1076'STATION MARK IS A STANDARD DISK STAMPED NEWMAN 2 1970,
 PD1076'CEMENTED IN A DRILL HOLE IN A BEDROCK OUTCROP NEAR SOUTH END OF
 PD1076'HILLTOP.  NOTE--STATION WILL BE JUST SOUTH OF THE HOUSE TO BE
 PD1076'BUILT.
 PD1076'
 PD1076'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED NEWMAN
 PD1076'2 NO 3 1970, CEMENTED IN A DRILL HOLE IN A BEDROCK OUTCROP
 PD1076'PROJECTING 2 INCHES FROM GROUND.  IT IS 8 FEET NORTH-NORTHWEST
 PD1076'OF EXTREME SOUTH POINT OF THE HILLTOP AND ABOUT 6 INCHES LOWER
 PD1076'THAN STATION MARK.
 PD1076'
 PD1076'REFERENCE MARK NUMBER FOUR IS A STANDARD DISK STAMPED NEWMAN
 PD1076'2 NO 4 1970, CEMENTED IN A DRILL HOLE IN A BEDROCK OUTCROP
 PD1076'PROJECTING 8 INCHES FROM GROUND.  IT IS 7 FEET EAST OF WEST EDGE
 PD1076'OF HILLTOP AND ABOUT 8 INCHES LOWER THAN STATION MARK.
 PD1076'
 PD1076'DISTANCE FROM R.M. NO. 3 TO R.M. NO. 4 = 6.932 M, 22.740 FT.
 PD1076
 PD1076                          STATION RECOVERY (1986)
 PD1076
 PD1076'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1986 (JED)
 PD1076'THE STATION WAS RECOVERED AT THIS DATE.
 PD1076'THE STATION AND REFERENCE MARKS 3 AND 4 WERE RECOVERED IN GOOD
 PD1076'CONDITION BY THE 1970 DESCRIPTION.
 PD1076'
 PD1076'RECOVERED BY JED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1075 ***********************************************************************
 PD1075  DESIGNATION -  NEWMAN RESET
 PD1075  PID         -  PD1075
 PD1075  STATE/COUNTY-  ME/HANCOCK
 PD1075  USGS QUAD   -  PETIT MANAN POINT (1977)
 PD1075
 PD1075                         *CURRENT SURVEY CONTROL
 PD1075  ___________________________________________________________________
 PD1075* NAD 83(1996)-  44 25 14.10856(N)    067 58 38.65685(W)     ADJUSTED  
 PD1075* NAVD 88     -        26.     (meters)      85.     (feet)  SCALED    
 PD1075  ___________________________________________________________________
 PD1075  LAPLACE CORR-           3.40  (seconds)                    DEFLEC99
 PD1075  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 PD1075
 PD1075  HORZ ORDER  -  SECOND
 PD1075
 PD1075.The horizontal coordinates were established by classical geodetic methods
 PD1075.and adjusted by the National Geodetic Survey in March 1998..
 PD1075
 PD1075.The orthometric height was scaled from a topographic map.
 PD1075
 PD1075.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1075
 PD1075.The geoid height was determined by GEOID03.
 PD1075
 PD1075;                    North         East     Units Scale Factor Converg.
 PD1075;SPC ME E     -    83,894.734   341,614.004   MT  0.99992129   +0 21 56.8
 PD1075;UTM  19      - 4,919,096.572   581,404.392   MT  0.99968149   +0 42 56.8
 PD1075
 PD1075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD1075!SPC ME E     -   0.99999967  x   0.99992129  =   0.99992096
 PD1075!UTM  19      -   0.99999967  x   0.99968149  =   0.99968116
 PD1075
 PD1075|---------------------------------------------------------------------|
 PD1075| PID    Reference Object                     Distance      Geod. Az  |
 PD1075|                                                           dddmmss.s |
 PD1075| CE8586 NEWMAN RM 2                           6.601 METERS 02447     |
 PD1075| PD1071 PIGEON                              APPROX. 8.0 KM 0611401.3 |
 PD1075| PD1076 NEWMAN 2                             10.400 METERS 16121     |
 PD1075| PD1077 COREA CHURCH SPIRE                  APPROX. 2.1 KM 1781346.7 |
 PD1075| CE8585 NEWMAN RM 1                           5.950 METERS 30516     |
 PD1075|---------------------------------------------------------------------|
 PD1075
 PD1075                          SUPERSEDED SURVEY CONTROL
 PD1075
 PD1075  NAD 83(1992)-  44 25 14.10578(N)    067 58 38.66143(W) AD(       ) 2
 PD1075  NAD 83(1986)-  44 25 14.10308(N)    067 58 38.66599(W) AD(       ) 2
 PD1075  NAD 27      -  44 25 13.81500(N)    067 58 40.65600(W) AD(       ) 2
 PD1075
 PD1075.Superseded values are not recommended for survey control.
 PD1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1075.See file dsdata.txt to determine how the superseded data were derived.
 PD1075
 PD1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK8140419097(NAD 83)
 PD1075_MARKER: H = DRILL HOLE
 PD1075_SETTING: 66 = SET IN ROCK OUTCROP
 PD1075
 PD1075  HISTORY     - Date     Condition        Report By
 PD1075  HISTORY     - 1861     MONUMENTED       CGS
 PD1075  HISTORY     - 1930     GOOD             MEGS
 PD1075  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PD1075  HISTORY     - 1970     SEE DESCRIPTION  NGS
 PD1075
 PD1075                          STATION DESCRIPTION
 PD1075
 PD1075'DESCRIBED BY COAST AND GEODETIC SURVEY 1861 (FPW)
 PD1075'ON A HILL ON THE W SIDE OF GOULDSBORO BAY NEAR THE HEAD OF
 PD1075'NEWMAN COVE.  THE HILL IS BARE AND ROCKY AND RISES DIRECTLY
 PD1075'FROM THE WATERS EDGE, AND IS OWNED BY TIM NEWMAN.
 PD1075'
 PD1075'THE STATION IS MARKED BY A HOLE DRILLED IN A ROCK.
 PD1075
 PD1075                          STATION RECOVERY (1930)
 PD1075
 PD1075'RECOVERY NOTE BY MAINE GEODETIC SURVEY 1930
 PD1075'I WAS AT THIS STATION ON AUGUST 31, 1930.  IT IS MARKED BY A
 PD1075'PILE OF STONES AND THE DRILL HOLE IS IN GOOD CONDITION.  THERE
 PD1075'ARE A FEW SMALL TREES ON THE HILL, BUT LINES COULD EASILY BE
 PD1075'OPENED.
 PD1075'
 PD1075'IT CAN BE MOST EASILY REACHED BY WATER, VIA WHAT IS CALLED
 PD1075'TOM NEWMANS COVE.  THE LAND IS SAID TO BE OWNED NOW BY B.W. BROWN,
 PD1075'OF MILLBRIDGE, MAINE.
 PD1075
 PD1075                          STATION RECOVERY (1934)
 PD1075
 PD1075'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PD1075'THIS STATION IS ON THE SUMMIT OF A ROCKY HILL ON THE W SIDE OF
 PD1075'GOULDSBORO BAY, AT THE HEAD OF NEWMANS COVE ABOUT 6 MILES WNW
 PD1075'OF PETIT MANAN LIGHT.  THE HILL RISES DIRECTLY FROM THE WATERS
 PD1075'EDGE AND THE STATION IS ON THE HIGHEST POINT ON A BARE FLAT LEDGE.
 PD1075'
 PD1075'THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 PD1075'WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.
 PD1075'
 PD1075'REFERENCE MARK NO.1 IS WNW AND REFERENCE MARK NO.2 IS NNE
 PD1075'OF THE STATION, BOTH ON BARE LEDGES.
 PD1075'
 PD1075'THE BEST WAY TO REACH THE STATION IS TO LAND NEAR THE MOUTH
 PD1075'OF THE SMALL BROOK AT THE HEAD OF NEWMANS COVE, AND FROM THERE
 PD1075'GO THRU THE BRUSH TO THE TOP OF THE HILL.
 PD1075'
 PD1075'A 20-FOOT SIGNAL ANCHORED BY ROCKS, WAS BUILT OVER THE STATION
 PD1075'IN 1934.
 PD1075
 PD1075                          STATION RECOVERY (1970)
 PD1075
 PD1075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 PD1075'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION,
 PD1075'AS PREVIOUSLY DESCRIBED, BUT IN THE WAY OF A HOUSE WHICH IS
 PD1075'SOON TO BE BUILT ON THE HILL, AND HAD TO BE MOVED AT THE
 PD1075'REQUEST OF THE LANDOWNER.
 PD1075'
 PD1075'NEWMAN 2 WAS ESTABLISHED A SHORT DISTANCE SOUTHEAST OF THE
 PD1075'ORIGINAL STATION, AND THE OLD MARKS WERE LEFT IN PLACE UNTIL
 PD1075'SUCH A TIME AS THEY ARE COVERED BY THE NEW HOUSE, OR DESTROYED.
 PD1075'
 PD1075'FOR FURTHER INFORMATION, SEE DESCRIPTION FOR NEWMAN 2.
 PD1075'
 PD1075'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PD1075'1-1/2 MILES NORTH OF COREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0721 ***********************************************************************
 PE0721  DESIGNATION -  NEWPORT
 PE0721  PID         -  PE0721
 PE0721  STATE/COUNTY-  ME/PENOBSCOT
 PE0721  USGS QUAD   -  NEWPORT (1982)
 PE0721
 PE0721                         *CURRENT SURVEY CONTROL
 PE0721  ___________________________________________________________________
 PE0721* NAD 83(1996)-  44 49 44.23188(N)    069 16 40.10040(W)     ADJUSTED  
 PE0721* NAVD 88     -        63.914  (meters)     209.69   (feet)  ADJUSTED  
 PE0721  ___________________________________________________________________
 PE0721  LAPLACE CORR-           2.78  (seconds)                    DEFLEC99
 PE0721  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 PE0721  DYNAMIC HT  -          63.911 (meters)     209.68  (feet)  COMP
 PE0721  MODELED GRAV-     980,575.9   (mgal)                       NAVD 88
 PE0721
 PE0721  HORZ ORDER  -  SECOND
 PE0721  VERT ORDER  -  FIRST     CLASS I
 PE0721
 PE0721.The horizontal coordinates were established by classical geodetic methods
 PE0721.and adjusted by the National Geodetic Survey in March 1998..
 PE0721
 PE0721.The orthometric height was determined by differential leveling
 PE0721.and adjusted by the National Geodetic Survey in June 1991..
 PE0721
 PE0721.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE0721
 PE0721.The geoid height was determined by GEOID03.
 PE0721
 PE0721.The dynamic height is computed by dividing the NAVD 88
 PE0721.geopotential number by the normal gravity value computed on the
 PE0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0721.degrees latitude (g = 980.6199 gals.).
 PE0721
 PE0721.The modeled gravity was interpolated from observed gravity values.
 PE0721
 PE0721;                    North         East     Units Scale Factor Converg.
 PE0721;SPC ME E     -   129,431.303   238,496.429   MT  0.99994650   -0 32 54.1
 PE0721;SPC ME W     -   222,108.243   970,289.761   MT  1.00002740   +0 37 36.0
 PE0721;UTM  19      - 4,963,987.099   478,039.616   MT  0.99960593   -0 11 45.1
 PE0721
 PE0721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE0721!SPC ME E     -   0.99999393  x   0.99994650  =   0.99994043
 PE0721!SPC ME W     -   0.99999393  x   1.00002740  =   1.00002133
 PE0721!UTM  19      -   0.99999393  x   0.99960593  =   0.99959987
 PE0721
 PE0721:                Primary Azimuth Mark                     Grid Az
 PE0721:SPC ME E     -  NEWPORT DANIEL E CUMMINGS TANK           033 34 36.7
 PE0721:SPC ME W     -  NEWPORT DANIEL E CUMMINGS TANK           032 24 06.6
 PE0721:UTM  19      -  NEWPORT DANIEL E CUMMINGS TANK           033 13 27.7
 PE0721
 PE0721|---------------------------------------------------------------------|
 PE0721| PID    Reference Object                     Distance      Geod. Az  |
 PE0721|                                                           dddmmss.s |
 PE0721| PE2245 NEWPORT DANIEL E CUMMINGS TANK      APPROX. 0.6 KM 0330142.6 |
 PE0721| PE0722 NEWPORT RM 2                         20.570 METERS 18225     |
 PE0721| PE2248 NEWPORT WATER WORKS TANK            APPROX. 2.4 KM 3402925.4 |
 PE0721| PE0720 NEWPORT RM 1                         16.160 METERS 34832     |
 PE0721|---------------------------------------------------------------------|
 PE0721
 PE0721                          SUPERSEDED SURVEY CONTROL
 PE0721
 PE0721  NAD 83(1992)-  44 49 44.22893(N)    069 16 40.09572(W) AD(       ) 2
 PE0721  NAD 83(1986)-  44 49 44.23141(N)    069 16 40.10579(W) AD(       ) 2
 PE0721  NAD 27      -  44 49 43.99960(N)    069 16 41.92260(W) AD(       ) 2
 PE0721  NGVD 29 (??/??/92)   64.136  (m)          210.42   (f) ADJ UNCH    1 1
 PE0721
 PE0721.Superseded values are not recommended for survey control.
 PE0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0721.See file dsdata.txt to determine how the superseded data were derived.
 PE0721
 PE0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK7804063987(NAD 83)
 PE0721_MARKER: DS = TRIANGULATION STATION DISK
 PE0721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0721_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0721_STAMPING: NEWPORT 1958
 PE0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0721+STABILITY: SURFACE MOTION
 PE0721
 PE0721  HISTORY     - Date     Condition        Report By
 PE0721  HISTORY     - 1958     MONUMENTED       CGS
 PE0721  HISTORY     - 1966     SEE DESCRIPTION  CGS
 PE0721  HISTORY     - 1966     GOOD             NGS
 PE0721  HISTORY     - 1989     GOOD             USPSQD
 PE0721
 PE0721                          STATION DESCRIPTION
 PE0721
 PE0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 PE0721'STATION IS LOCATED IN THE SOUTHWEST EDGE OF NEWPORT, ABOUT 0.15
 PE0721'MILES WEST OF THE EAST BRANCH SEBASTICOOK RIVER AND NEAR THE END
 PE0721'OF SPRING STREET, 17 FEET WEST OF APPROXIMATE CENTERLINE OF
 PE0721'TRACK ROAD, 15 FEET EAST OF EAST SIDE OF BUILDNG AND 47 FEET
 PE0721'SOUTH-SOUTHEAST OF WITNESS POST.  MARK IS SET FLUSH AND THE DISK
 PE0721'IS STAMPED NEWPORT 1958.
 PE0721'
 PE0721'R.M. NO. 1 IS 66-1/2 FEET WEST OF SIXTY INCH ELM TREE, 36 FEET
 PE0721'WEST OF APPROXIMATE CENERLINE OF TRACK ROAD, 5-1/2 FEET NORTH OF
 PE0721'WITNESS POST AND 2-1/2 EAST OF EAST SIDE OF BUILDING.  MARK IS SET
 PE0721'FLUSH AND THE DISK IS STAMPED NEWPORT NO. 1 1958.
 PE0721'
 PE0721'R.M. NO. 2 IS 14 FEET WEST OF APPROXIMATE CENTERLINE OF TRACK
 PE0721'ROAD, 113 FEET SOUTH-SOUTHEAST OF WITNESS POST AND THE MARK IS
 PE0721'FLUSH AND THE DISK IS STAMPED NEWPORT NO. 2 1958.
 PE0721'
 PE0721'NEWPORT, DANIEL E. CUMMINGS CO. WATER TANK WAS USED AS AN
 PE0721'AZIMUTH MARK.
 PE0721'
 PE0721'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 2 AND STATE
 PE0721'HIGHWAYS 100 AND 11 AT THE JONES INN IN NEWPORT, GO SOUTH ON
 PE0721'SPRING STREET FOR 0.4 MILE TO STATION ON RIGHT AS DESCRIBED.
 PE0721'
 PE0721'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 PE0721
 PE0721                          STATION RECOVERY (1966)
 PE0721
 PE0721'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (RRG)
 PE0721'RECOVERED IN GOOD CONDITION, THE DESCRIPTION IS ADEQUATE.
 PE0721
 PE0721                          STATION RECOVERY (1966)
 PE0721
 PE0721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 PE0721'AT NEWPORT.
 PE0721'AT NEWPORT, ABOUT 0.2 MILE WEST ALONG THE MAINE CENTRAL RAILROAD
 PE0721'FROM THE STATION, THENCE 0.25 MILE SOUTHWEST ALONG SPRING STREET,
 PE0721'AT THE CIRCLE NEAR THE SOUTHWEST END OF SPRING STREET, 88 FEET
 PE0721'SOUTHWEST OF THE SOUTH CORNER OF A GARAGE FOR A LARGE TWO-STORIED
 PE0721'HOUSE, 82 FEET WEST-SOUTHWEST OF THE CENTER LINE OF THE SOUTHWEST
 PE0721'SIDE OF THE CIRCLE, 79 FEET WEST OF A 40 INCH ELM TREE THE
 PE0721'SOUTHWEST ONE OF A ROW, 27 FEET NORTHWEST OF THE EXTENDED
 PE0721'CENTER LINE OF SPRING STREET, DIRECTLY IN LINE WITH THE SOUTHEAST
 PE0721'SIDE OF THE HOUSE, ABOUT LEVEL WITH THE STREET, AND SET IN THE
 PE0721'TOP OF A CONCRETE POST 0.4 FOOT UNDERGROUND.
 PE0721
 PE0721                          STATION RECOVERY (1989)
 PE0721
 PE0721'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELG)
 PE0721'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1780 ***********************************************************************
 PE1780  DESIGNATION -  NEWPORT 1860
 PE1780  PID         -  PE1780
 PE1780  STATE/COUNTY-  ME/HANCOCK
 PE1780  USGS QUAD   -  SEAL HARBOR (1983)
 PE1780
 PE1780                         *CURRENT SURVEY CONTROL
 PE1780  ___________________________________________________________________
 PE1780* NAD 83(1996)-  44 21 02.63161(N)    068 11 38.40826(W)     ADJUSTED  
 PE1780* NAVD 88     -       322.     (meters)    1056.     (feet)  SCALED    
 PE1780  ___________________________________________________________________
 PE1780  LAPLACE CORR-           2.19  (seconds)                    DEFLEC99
 PE1780  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 PE1780
 PE1780  HORZ ORDER  -  THIRD
 PE1780
 PE1780.The horizontal coordinates were established by classical geodetic methods
 PE1780.and adjusted by the National Geodetic Survey in March 1998..
 PE1780
 PE1780.The orthometric height was scaled from a topographic map.
 PE1780
 PE1780.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1780
 PE1780.The geoid height was determined by GEOID03.
 PE1780
 PE1780;                    North         East     Units Scale Factor Converg.
 PE1780;SPC ME E     -    76,045.977   324,395.434   MT  0.99990732   +0 12 50.1
 PE1780;UTM  19      - 4,911,144.823   564,238.318   MT  0.99965075   +0 33 48.4
 PE1780
 PE1780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1780!SPC ME E     -   0.99995329  x   0.99990732  =   0.99986062
 PE1780!UTM  19      -   0.99995329  x   0.99965075  =   0.99960406
 PE1780
 PE1780                          SUPERSEDED SURVEY CONTROL
 PE1780
 PE1780  NAD 83(1992)-  44 21 02.63074(N)    068 11 38.41317(W) AD(       ) 3
 PE1780  NAD 83(1986)-  44 21 02.62934(N)    068 11 38.41838(W) AD(       ) 3
 PE1780  NAD 27      -  44 21 02.33300(N)    068 11 40.42200(W) AD(       ) 3
 PE1780
 PE1780.Superseded values are not recommended for survey control.
 PE1780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1780.See file dsdata.txt to determine how the superseded data were derived.
 PE1780
 PE1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK6423811145(NAD 83)
 PE1780_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE1780+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2001
 PE1780
 PE1780  HISTORY     - Date     Condition        Report By
 PE1780  HISTORY     - 1860     MONUMENTED       CGS
 PE1780  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE1780  HISTORY     - 1978     GOOD             MEDT
 PE1780  HISTORY     - 20010820 GOOD             LOCENG
 PE1780  HISTORY     - 20050613 GOOD             INDIV
 PE1780
 PE1780                          STATION DESCRIPTION
 PE1780
 PE1780'DESCRIBED BY COAST AND GEODETIC SURVEY 1860 (FPW)
 PE1780'ON THE HIGHEST POINT OF NEWPORT MOUNTAIN, WHICH IS LOCATED IN THE
 PE1780'EASTERN PART OF MOUNT DESERT ISLAND, ABOUT 5/8 MILE FROM THE SHORE
 PE1780'AND 2-1/2 MILES FROM BAR HARBOR.  THE MOUNTAIN IS WOODED ABOUT
 PE1780'HALFWAY UP AND THE REMAINDER IS BARE GRANITE.  A ROAD FROM BAR
 PE1780'HARBOR TO THE COAST AT NEWPORT COVE, JUST W OF GREAT HERD, RUNS
 PE1780'ALONG THE EASTERN BASE OF THE MOUNTAIN.
 PE1780'
 PE1780'THE STATION IS A HOLE DRILLED IN A ROCK.
 PE1780
 PE1780                          STATION RECOVERY (1934)
 PE1780
 PE1780'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1780'STATION WAS RECOVERED BY MR. LARNER OF THE U.S. GEOLOGICAL SURVEY
 PE1780'AND WAS USED BY HIM ON A TOPOGRAPHICAL SURVEY OF THE ISLAND DURING
 PE1780'THIS SUMMER.  IT IS ABOUT 100 FEET S OF WHAT APPEARS TO BE THE
 PE1780'HIGHEST POINT ON THE MOUNTAIN AND 10 FEET W OF A TRAIL SIGN
 PE1780'POST.  THE STATION MARK IS 11 FEET N OF THE S END OF THE LEDGE IN
 PE1780'WHICH IT IS SET.
 PE1780'
 PE1780'THE STATION WAS RE-MARKED AND TWO REFERENCE MARKS WERE
 PE1780'INSTALLED.  MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL HOLES IN
 PE1780'OUTCROPPING BEDROCK.
 PE1780'
 PE1780'THE STATION IS REACHED BY TRAIL FROM THE MAIN ROAD ALONG THE E SIDE
 PE1780'OF THE MOUNTAIN.  OTHER TRAILS CAN BE USED TO REACH THE SUMMIT AS
 PE1780'SHOWN ON TRAIL MAPS OF THE ISLAND.  THE MOUNTAIN IS STILL KNOWN AS
 PE1780'NEWPORT MOUNTAIN AND IS DIRECTLY E OF CADILLAC MOUNTAIN.
 PE1780
 PE1780                          STATION RECOVERY (1978)
 PE1780
 PE1780'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1978 (BJR)
 PE1780'NEWPORT RECOVERED FAIR.
 PE1780'
 PE1780'RM NO. 1 RECOVERED GOOD.
 PE1780'
 PE1780'RM NO. 2 RECOVERED GOOD.
 PE1780'
 PE1780'THE MOUNTAIN IS NOW CALLED CHAPLAIN MOUNTAIN.
 PE1780'
 PE1780'DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES SE OF
 PE1780'BAR HARBOR.
 PE1780
 PE1780                          STATION RECOVERY (2001)
 PE1780
 PE1780'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2001 (AWS)
 PE1780'NEWPORT RM 1 AND NEWPORT RM 2 WERE RECOVERED IN GOOD CONDITION.
 PE1780
 PE1780                          STATION RECOVERY (2005)
 PE1780
 PE1780'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JKM)
 PE1780'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 PE1780'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2245 ***********************************************************************
 PE2245  DESIGNATION -  NEWPORT DANIEL E CUMMINGS TANK
 PE2245  PID         -  PE2245
 PE2245  STATE/COUNTY-  ME/PENOBSCOT
 PE2245  USGS QUAD   -  NEWPORT (1982)
 PE2245
 PE2245                         *CURRENT SURVEY CONTROL
 PE2245  ___________________________________________________________________
 PE2245* NAD 83(1996)-  44 50 00.99295(N)    069 16 24.78645(W)     ADJUSTED  
 PE2245* NAVD 88     -                                                        
 PE2245  ___________________________________________________________________
 PE2245  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 PE2245  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 PE2245
 PE2245  HORZ ORDER  -  THIRD
 PE2245
 PE2245.The horizontal coordinates were established by classical geodetic methods
 PE2245.and adjusted by the National Geodetic Survey in March 1998..
 PE2245
 PE2245
 PE2245.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2245
 PE2245.The geoid height was determined by GEOID03.
 PE2245
 PE2245;                    North         East     Units Scale Factor Converg.
 PE2245;SPC ME E     -   129,945.439   238,837.721   MT  0.99994599   -0 32 43.5
 PE2245;SPC ME W     -   222,629.313   970,620.465   MT  1.00002797   +0 37 47.0
 PE2245;UTM  19      - 4,964,503.149   478,377.624   MT  0.99960575   -0 11 34.3
 PE2245
 PE2245                          SUPERSEDED SURVEY CONTROL
 PE2245
 PE2245  NAD 83(1992)-  44 50 00.98985(N)    069 16 24.78168(W) AD(       ) 4
 PE2245  NAD 83(1986)-  44 50 00.99236(N)    069 16 24.79157(W) AD(       ) 4
 PE2245  NAD 27      -  44 50 00.76100(N)    069 16 26.60900(W) AD(       ) 3
 PE2245
 PE2245.Superseded values are not recommended for survey control.
 PE2245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2245.See file dsdata.txt to determine how the superseded data were derived.
 PE2245
 PE2245_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK7837864503(NAD 83)
 PE2245_MARKER: 53 = ELEVATED TANK
 PE2245
 PE2245  HISTORY     - Date     Condition        Report By
 PE2245  HISTORY     - 1958     FIRST OBSERVED   CGS
 PE2245  HISTORY     - 1984     GOOD             USPSQD
 PE2245  HISTORY     - 1989     GOOD             USPSQD
 PE2245
 PE2245                          STATION DESCRIPTION
 PE2245
 PE2245'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 PE2245'STATION IS LOCATED IN THE TOWN OF NEWPORT JUST EAST OF THE
 PE2245'RAILROAD STATION.  IT IS A 4 LEGGED STEEL STRUCTURE, ABOUT 125
 PE2245'FEET HIGH, WITH THE TANK PAINTED SILVER AND THE LEGS BLACK.
 PE2245'
 PE2245'THE POINT INTERSECTED WAS THE BALL ON TOP.
 PE2245
 PE2245                          STATION RECOVERY (1984)
 PE2245
 PE2245'RECOVERY NOTE BY US POWER SQUADRON 1984 (ELG)
 PE2245'STATION RECOVERED GOOD.
 PE2245'
 PE2245'TANK IS IN USE AND IN GOOD CONDITION.  IT IS NOW PAINTED LIGHT BLUE
 PE2245'AND IS ADJACENT TO THE GUILFORD TEXTILE MILL.
 PE2245
 PE2245                          STATION RECOVERY (1989)
 PE2245
 PE2245'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELG)
 PE2245'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2249 ***********************************************************************
 PE2249  DESIGNATION -  NEWPORT HOOD AND SONS STACK
 PE2249  PID         -  PE2249
 PE2249  STATE/COUNTY-  ME/PENOBSCOT
 PE2249  USGS QUAD   -  NEWPORT (1982)
 PE2249
 PE2249                         *CURRENT SURVEY CONTROL
 PE2249  ___________________________________________________________________
 PE2249* NAD 83(1996)-  44 50 02.57580(N)    069 16 32.08416(W)     ADJUSTED  
 PE2249* NAVD 88     -                                                        
 PE2249  ___________________________________________________________________
 PE2249  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 PE2249  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 PE2249
 PE2249  HORZ ORDER  -  THIRD
 PE2249
 PE2249.The horizontal coordinates were established by classical geodetic methods
 PE2249.and adjusted by the National Geodetic Survey in March 1998..
 PE2249
 PE2249
 PE2249.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2249
 PE2249.The geoid height was determined by GEOID03.
 PE2249
 PE2249;                    North         East     Units Scale Factor Converg.
 PE2249;SPC ME E     -   129,995.823   238,677.908   MT  0.99994623   -0 32 48.6
 PE2249;SPC ME W     -   222,676.412   970,459.639   MT  1.00002769   +0 37 41.9
 PE2249;UTM  19      - 4,964,552.532   478,217.558   MT  0.99960583   -0 11 39.5
 PE2249
 PE2249                          SUPERSEDED SURVEY CONTROL
 PE2249
 PE2249  NAD 83(1992)-  44 50 02.57256(N)    069 16 32.07929(W) AD(       ) 4
 PE2249  NAD 83(1986)-  44 50 02.57513(N)    069 16 32.08913(W) AD(       ) 4
 PE2249  NAD 27      -  44 50 02.34400(N)    069 16 33.90600(W) AD(       ) 3
 PE2249
 PE2249.Superseded values are not recommended for survey control.
 PE2249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2249.See file dsdata.txt to determine how the superseded data were derived.
 PE2249
 PE2249_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK7821864553(NAD 83)
 PE2249
 PE2249  HISTORY     - Date     Condition        Report By
 PE2249  HISTORY     - UNK      MONUMENTED
 PE2249  HISTORY     - 1984     GOOD             USPSQD
 PE2249  HISTORY     - 1989     GOOD             USPSQD
 PE2249
 PE2249                          STATION DESCRIPTION
 PE2249
 PE2249'DESCRIBED BY US POWER SQUADRON 1984 (ELG)
 PE2249'STATION RECOVERED GOOD.
 PE2249'
 PE2249'STACK IS IN USE AND IN GOOD CONDITION.  IT IS PAINTED IN ALUMINUM
 PE2249'COLOR WITH A SIX-FOOT BLACK BAND AT THE TOP.
 PE2249
 PE2249                          STATION RECOVERY (1989)
 PE2249
 PE2249'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELG)
 PE2249'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0720 ***********************************************************************
 PE0720  DESIGNATION -  NEWPORT RM 1
 PE0720  PID         -  PE0720
 PE0720  STATE/COUNTY-  ME/PENOBSCOT
 PE0720  USGS QUAD   -  NEWPORT (1982)
 PE0720
 PE0720                         *CURRENT SURVEY CONTROL
 PE0720  ___________________________________________________________________
 PE0720* NAD 83(1986)-  44 49 43.     (N)    069 16 39.     (W)     SCALED    
 PE0720* NAVD 88     -        64.080  (meters)     210.24   (feet)  ADJUSTED  
 PE0720  ___________________________________________________________________
 PE0720  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 PE0720  DYNAMIC HT  -          64.077 (meters)     210.23  (feet)  COMP
 PE0720  MODELED GRAV-     980,575.9   (mgal)                       NAVD 88
 PE0720
 PE0720  VERT ORDER  -  FIRST     CLASS I
 PE0720
 PE0720.The horizontal coordinates were scaled from a topographic map and have
 PE0720.an estimated accuracy of +/- 6 seconds.
 PE0720
 PE0720.The orthometric height was determined by differential leveling
 PE0720.and adjusted by the National Geodetic Survey in June 1991..
 PE0720
 PE0720.The geoid height was determined by GEOID03.
 PE0720
 PE0720.The dynamic height is computed by dividing the NAVD 88
 PE0720.geopotential number by the normal gravity value computed on the
 PE0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0720.degrees latitude (g = 980.6199 gals.).
 PE0720
 PE0720.The modeled gravity was interpolated from observed gravity values.
 PE0720
 PE0720;                    North         East    Units  Estimated Accuracy
 PE0720;SPC ME E     -   129,390.      238,520.      MT  (+/- 180 meters Scaled)
 PE0720
 PE0720                          SUPERSEDED SURVEY CONTROL
 PE0720
 PE0720  NGVD 29 (??/??/92)   64.302  (m)          210.96   (f) ADJ UNCH    1 1
 PE0720
 PE0720.Superseded values are not recommended for survey control.
 PE0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0720.See file dsdata.txt to determine how the superseded data were derived.
 PE0720
 PE0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK780639(NAD 83)
 PE0720_MARKER: DR = REFERENCE MARK DISK
 PE0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0720_STAMPING: NEWPORT NO 1 1958
 PE0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0720+STABILITY: SURFACE MOTION
 PE0720
 PE0720  HISTORY     - Date     Condition        Report By
 PE0720  HISTORY     - 1958     MONUMENTED       CGS
 PE0720  HISTORY     - 1966     GOOD             NGS
 PE0720  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 PE0720
 PE0720                          STATION DESCRIPTION
 PE0720
 PE0720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0720'AT NEWPORT.
 PE0720'AT NEWPORT, ABOUT 0.2 MILE WEST ALONG THE MAINE CENTRAL RAILROAD
 PE0720'FROM THE STATION, THENCE 0.25 MILE SOUTHWEST ALONG SPRING STREET,
 PE0720'NEAR THE CIRCLE AT THE SOUTHWEST END OF SPRING STREET, 66 FEET
 PE0720'NORTHWEST OF A 40-INCH ELM TREE, 53.2 FEET NORTH-NORTHEAST OF
 PE0720'TRIANGULATION STATION NEWPORT DESCRIBED, 43 1/2 FEET WEST OF
 PE0720'THE CENTER LINE OF SPRING STREET, 36 FEET SOUTH OF THE WEST
 PE0720'CORNER OF THE GARAGE AT A LARGE TWO-STORIED HOUSE, ABOUT LEVEL
 PE0720'WITH THE STREET, AND SET IN THE TOP OF A CONCRETE POST 0.4 FOOT
 PE0720'UNDERGROUND.
 PE0720
 PE0720                          STATION RECOVERY (1989)
 PE0720
 PE0720'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELG)
 PE0720'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0722 ***********************************************************************
 PE0722  DESIGNATION -  NEWPORT RM 2
 PE0722  PID         -  PE0722
 PE0722  STATE/COUNTY-  ME/PENOBSCOT
 PE0722  USGS QUAD   -  NEWPORT (1982)
 PE0722
 PE0722                         *CURRENT SURVEY CONTROL
 PE0722  ___________________________________________________________________
 PE0722* NAD 83(1986)-  44 49 43.     (N)    069 16 39.     (W)     SCALED    
 PE0722* NAVD 88     -        63.830  (meters)     209.42   (feet)  ADJUSTED  
 PE0722  ___________________________________________________________________
 PE0722  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 PE0722  DYNAMIC HT  -          63.827 (meters)     209.41  (feet)  COMP
 PE0722  MODELED GRAV-     980,575.9   (mgal)                       NAVD 88
 PE0722
 PE0722  VERT ORDER  -  FIRST     CLASS I
 PE0722
 PE0722.The horizontal coordinates were scaled from a topographic map and have
 PE0722.an estimated accuracy of +/- 6 seconds.
 PE0722
 PE0722.The orthometric height was determined by differential leveling
 PE0722.and adjusted by the National Geodetic Survey in June 1991..
 PE0722
 PE0722.The geoid height was determined by GEOID03.
 PE0722
 PE0722.The dynamic height is computed by dividing the NAVD 88
 PE0722.geopotential number by the normal gravity value computed on the
 PE0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0722.degrees latitude (g = 980.6199 gals.).
 PE0722
 PE0722.The modeled gravity was interpolated from observed gravity values.
 PE0722
 PE0722;                    North         East    Units  Estimated Accuracy
 PE0722;SPC ME E     -   129,390.      238,520.      MT  (+/- 180 meters Scaled)
 PE0722
 PE0722                          SUPERSEDED SURVEY CONTROL
 PE0722
 PE0722  NGVD 29 (??/??/92)   64.052  (m)          210.14   (f) ADJ UNCH    1 1
 PE0722
 PE0722.Superseded values are not recommended for survey control.
 PE0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0722.See file dsdata.txt to determine how the superseded data were derived.
 PE0722
 PE0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK780639(NAD 83)
 PE0722_MARKER: DR = REFERENCE MARK DISK
 PE0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0722_STAMPING: NEWPORT NO 2 1958
 PE0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0722+STABILITY: SURFACE MOTION
 PE0722
 PE0722  HISTORY     - Date     Condition        Report By
 PE0722  HISTORY     - 1958     MONUMENTED       CGS
 PE0722  HISTORY     - 1966     GOOD             NGS
 PE0722  HISTORY     - 1989     GOOD             USPSQD
 PE0722
 PE0722                          STATION DESCRIPTION
 PE0722
 PE0722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0722'AT NEWPORT.
 PE0722'AT NEWPORT, ABOUT 0.2 MILE WEST ALONG THE MAINE CENTRAL RAILROAD
 PE0722'FROM THE STATION, THENCE 0.25 MILE SOUTHWEST ALONG SPRING STREET,
 PE0722'AT THE CIRCLE NEAR THE SOUTHWEST END OF SPRING STREET, 147 FEET
 PE0722'SOUTHWEST OF THE CENTER LINE OF THE SOUTHWEST SIDE OF THE CIRCLE,
 PE0722'67.5 FEET SOUTHWEST OF THE STATION MARK DESCRIBED, 30 FEET
 PE0722'NORTHWEST OF THE EXTENDED CENTER LINE OF THE STREET, 6 FEET
 PE0722'NORTHWEST OF THE EXTENDED SOUTHEAST SIDE OF A LARGE TWO-STORIED
 PE0722'HOUSE, ABOUT LEVEL WITH THE STREET, AND SET IN THE TOP OF A CONCRETE
 PE0722'POST 0.1 FOOT UNDERGROUND.
 PE0722
 PE0722                          STATION RECOVERY (1989)
 PE0722
 PE0722'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELG)
 PE0722'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2248 ***********************************************************************
 PE2248  DESIGNATION -  NEWPORT WATER WORKS TANK
 PE2248  PID         -  PE2248
 PE2248  STATE/COUNTY-  ME/PENOBSCOT
 PE2248  USGS QUAD   -  NEWPORT (1982)
 PE2248
 PE2248                         *CURRENT SURVEY CONTROL
 PE2248  ___________________________________________________________________
 PE2248* NAD 83(1996)-  44 50 56.66627(N)    069 17 16.17810(W)     ADJUSTED  
 PE2248* NAVD 88     -                                                        
 PE2248  ___________________________________________________________________
 PE2248  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 PE2248  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 PE2248
 PE2248  HORZ ORDER  -  THIRD
 PE2248
 PE2248.The horizontal coordinates were established by classical geodetic methods
 PE2248.and adjusted by the National Geodetic Survey in March 1998..
 PE2248
 PE2248
 PE2248.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2248
 PE2248.The geoid height was determined by GEOID03.
 PE2248
 PE2248;                    North         East     Units Scale Factor Converg.
 PE2248;SPC ME E     -   131,674.696   237,725.668   MT  0.99994767   -0 33 20.3
 PE2248;SPC ME W     -   224,335.533   969,473.085   MT  1.00002599   +0 37 11.3
 PE2248;UTM  19      - 4,966,224.943   477,255.333   MT  0.99960636   -0 12 10.8
 PE2248
 PE2248                          SUPERSEDED SURVEY CONTROL
 PE2248
 PE2248  NAD 83(1992)-  44 50 56.66251(N)    069 17 16.17264(W) AD(       ) 4
 PE2248  NAD 83(1986)-  44 50 56.66581(N)    069 17 16.18245(W) AD(       ) 4
 PE2248  NAD 27      -  44 50 56.43600(N)    069 17 17.99700(W) AD(       ) 3
 PE2248
 PE2248.Superseded values are not recommended for survey control.
 PE2248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2248.See file dsdata.txt to determine how the superseded data were derived.
 PE2248
 PE2248_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK7725566225(NAD 83)
 PE2248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE2248+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2005
 PE2248
 PE2248  HISTORY     - Date     Condition        Report By
 PE2248  HISTORY     - 1958     MONUMENTED       CGS
 PE2248  HISTORY     - 1984     GOOD             USPSQD
 PE2248  HISTORY     - 1989     GOOD             USPSQD
 PE2248  HISTORY     - 20051227 GOOD             USPSQD
 PE2248
 PE2248                          STATION DESCRIPTION
 PE2248
 PE2248'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 PE2248'STATION IS LOCATED ABOUT 1 MILE NORTHWEST OF NEWPORT.  IT IS
 PE2248'ABOUT 40 FEET IN DIAMETER, 50 FEET HIGH AND PAINTED SILVER.
 PE2248'
 PE2248'THE POINT INTERSECTED WAS THE CENTER OF THE PROJECTION ON THE ROOF.
 PE2248'
 PE2248'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 2, STATE HIGHWAY 7 AND
 PE2248'100 IN NEWPORT, GO NORTH ON STATE HIGHWAY 7 FOR 0.75 MILE TO A SIDE
 PE2248'ROAD FORKING LEFT, TURN LEFT ON GRAVELED ROAD FOR 0.4 MILE TO THE
 PE2248'TANK ON THE LEFT.
 PE2248
 PE2248                          STATION RECOVERY (1984)
 PE2248
 PE2248'RECOVERY NOTE BY US POWER SQUADRON 1984 (ELG)
 PE2248'STATION RECOVERED GOOD.
 PE2248'
 PE2248'TANK IS IN USE AND IN GOOD CONDITION.  IT IS NOW PAINTED LIGHT
 PE2248'GREEN.  THE 1958 DESCRIPTION FOR REACHING THE STATION IS APPLICABLE
 PE2248'EVEN THOUGH STATE HIGHWAYS 7 AND 100 HAVE BEEN REROUTED.  THE
 PE2248'GRAVEL ROAD CITED HAS NOW BEEN PAVED.
 PE2248
 PE2248                          STATION RECOVERY (1989)
 PE2248
 PE2248'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELG)
 PE2248'RECOVERED IN GOOD CONDITION.
 PE2248
 PE2248                          STATION RECOVERY (2005)
 PE2248
 PE2248'RECOVERY NOTE BY US POWER SQUADRON 2005 (CGM)
 PE2248'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0201 ***********************************************************************
 PF0201  DESIGNATION -  NEWRY
 PF0201  PID         -  PF0201
 PF0201  STATE/COUNTY-  ME/OXFORD
 PF0201  USGS QUAD   -  BETHEL (1970)
 PF0201
 PF0201                         *CURRENT SURVEY CONTROL
 PF0201  ___________________________________________________________________
 PF0201* NAD 83(1986)-  44 29 12.     (N)    070 47 16.     (W)     SCALED    
 PF0201* NAVD 88     -       195.871  (meters)     642.62   (feet)  ADJUSTED  
 PF0201  ___________________________________________________________________
 PF0201  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 PF0201  DYNAMIC HT  -         195.846 (meters)     642.54  (feet)  COMP
 PF0201  MODELED GRAV-     980,488.8   (mgal)                       NAVD 88
 PF0201
 PF0201  VERT ORDER  -  SECOND    CLASS 0
 PF0201
 PF0201.The horizontal coordinates were scaled from a topographic map and have
 PF0201.an estimated accuracy of +/- 6 seconds.
 PF0201
 PF0201.The orthometric height was determined by differential leveling
 PF0201.and adjusted by the National Geodetic Survey in June 1991..
 PF0201
 PF0201.The geoid height was determined by GEOID03.
 PF0201
 PF0201.The dynamic height is computed by dividing the NAVD 88
 PF0201.geopotential number by the normal gravity value computed on the
 PF0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0201.degrees latitude (g = 980.6199 gals.).
 PF0201
 PF0201.The modeled gravity was interpolated from observed gravity values.
 PF0201
 PF0201;                    North         East    Units  Estimated Accuracy
 PF0201;SPC ME W     -   183,880.      850,590.      MT  (+/- 180 meters Scaled)
 PF0201
 PF0201                          SUPERSEDED SURVEY CONTROL
 PF0201
 PF0201  NGVD 29 (??/??/92)  196.028  (m)          643.14   (f) ADJ UNCH    2 0
 PF0201
 PF0201.Superseded values are not recommended for survey control.
 PF0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0201.See file dsdata.txt to determine how the superseded data were derived.
 PF0201
 PF0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK578274(NAD 83)
 PF0201_MARKER: DD = SURVEY DISK
 PF0201_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PF0201_SP_SET: BRIDGE
 PF0201_STAMPING: 636
 PF0201_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0201
 PF0201  HISTORY     - Date     Condition        Report By
 PF0201  HISTORY     - UNK      MONUMENTED       USGS
 PF0201  HISTORY     - 1933     GOOD             NGS
 PF0201  HISTORY     - 1978     GOOD             NGS
 PF0201  HISTORY     - 20030906 GOOD             USPSQD
 PF0201
 PF0201                          STATION DESCRIPTION
 PF0201
 PF0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PF0201'AT NEWRY.
 PF0201'AT NEWRY, OXFORD COUNTY, 75 YARDS SOUTH OF THE INTERSECTION OF
 PF0201'U.S. HIGHWAY 2 AND STATE HIGHWAY 26, AT A CONCRETE HIGHWAY BRIDGE
 PF0201'OVER BEAR RIVER, IN THE SOUTHEAST PARAPET WALL, 2.5 FEET SOUTH OF
 PF0201'THE NORTH END, AND ABOUT 8 INCHES HIGHER THAN THE HIGHWAY.  A
 PF0201'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 636.
 PF0201
 PF0201                          STATION RECOVERY (1978)
 PF0201
 PF0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PF0201'ADD-WEST END OF THE EAST CONCRETE WING WALL.
 PF0201
 PF0201                          STATION RECOVERY (2003)
 PF0201
 PF0201'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 PF0201'MARK RECOVERED GOOD. MARK IS AT THE NORTHEAST CORNER OF THE BRIDGE ON
 PF0201'THE CONCRETE WING WALL. IT IS STAMPED -- 26 1906 29 RESET 1960 --.  NO
 PF0201'OTHER MARKS WERE FOUND ON THE WING WALLS OF THIS BRIDGE OVER BEAR
 PF0201'CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0279 ***********************************************************************
 QF0279  DESIGNATION -  NEWTON
 QF0279  PID         -  QF0279
 QF0279  STATE/COUNTY-  ME/WASHINGTON
 QF0279  USGS QUAD   -  BROOKTON (1988)
 QF0279
 QF0279                         *CURRENT SURVEY CONTROL
 QF0279  ___________________________________________________________________
 QF0279* NAD 83(1996)-  45 31 23.55447(N)    067 45 35.85269(W)     ADJUSTED  
 QF0279* NAVD 88     -       156.897  (meters)     514.75   (feet)  ADJUSTED  
 QF0279  ___________________________________________________________________
 QF0279  X           -   1,694,255.006 (meters)                     COMP
 QF0279  Y           -  -4,143,365.746 (meters)                     COMP
 QF0279  Z           -   4,528,371.837 (meters)                     COMP
 QF0279  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 QF0279  ELLIP HEIGHT-         133.10  (meters)          (03/06/98) GPS OBS
 QF0279  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 QF0279  DYNAMIC HT  -         156.898 (meters)     514.76  (feet)  COMP
 QF0279  MODELED GRAV-     980,614.2   (mgal)                       NAVD 88
 QF0279
 QF0279  HORZ ORDER  -  SECOND
 QF0279  VERT ORDER  -  FIRST     CLASS II
 QF0279  ELLP ORDER  -  FOURTH    CLASS I
 QF0279
 QF0279.The horizontal coordinates were established by classical geodetic methods
 QF0279.and adjusted by the National Geodetic Survey in March 1998..
 QF0279
 QF0279.The orthometric height was determined by differential leveling
 QF0279.and adjusted by the National Geodetic Survey in June 1991..
 QF0279
 QF0279.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QF0279
 QF0279.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0279
 QF0279.The ellipsoidal height was determined by GPS observations
 QF0279.and is referenced to NAD 83.
 QF0279
 QF0279.The geoid height was determined by GEOID03.
 QF0279
 QF0279.The dynamic height is computed by dividing the NAVD 88
 QF0279.geopotential number by the normal gravity value computed on the
 QF0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0279.degrees latitude (g = 980.6199 gals.).
 QF0279
 QF0279.The modeled gravity was interpolated from observed gravity values.
 QF0279
 QF0279;                    North         East     Units Scale Factor Converg.
 QF0279;SPC ME E     -   206,551.994   357,810.588   MT  0.99994108   +0 31 41.0
 QF0279;UTM  19      - 5,041,822.832   596,840.491   MT  0.99971530   +0 53 05.6
 QF0279
 QF0279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0279!SPC ME E     -   0.99997913  x   0.99994108  =   0.99992021
 QF0279!UTM  19      -   0.99997913  x   0.99971530  =   0.99969444
 QF0279
 QF0279|---------------------------------------------------------------------|
 QF0279| PID    Reference Object                     Distance      Geod. Az  |
 QF0279|                                                           dddmmss.s |
 QF0279| QF0280 NEWTON RM 1                          10.392 METERS 01810     |
 QF0279| QF0278 NEWTON RM 2                          11.256 METERS 14427     |
 QF0279| CE8981 NEWTON AZ MK                                       1651944.4 |
 QF0279| QF1541 R=MUSQUASH                          APPROX.15.2 KM 1905520.7 |
 QF0279|---------------------------------------------------------------------|
 QF0279
 QF0279                          SUPERSEDED SURVEY CONTROL
 QF0279
 QF0279  NAD 83(1992)-  45 31 23.55126(N)    067 45 35.85192(W) AD(       ) 2
 QF0279  ELLIP H (01/28/95)  133.18   (m)                       GP(       ) 4 2
 QF0279  NAD 83(1986)-  45 31 23.55348(N)    067 45 35.86437(W) AD(       ) 2
 QF0279  NAD 27      -  45 31 23.30251(N)    067 45 37.84118(W) AD(       ) 2
 QF0279  NGVD 29 (11/20/87)  157.04   (m)          515.2    (f) LEVELING    3  
 QF0279
 QF0279.Superseded values are not recommended for survey control.
 QF0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0279.See file dsdata.txt to determine how the superseded data were derived.
 QF0279
 QF0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9684041823(NAD 83)
 QF0279_MARKER: DS = TRIANGULATION STATION DISK
 QF0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QF0279_SP_SET: CONCRETE POST
 QF0279_STAMPING: NEWTON 1975
 QF0279_MAGNETIC: N = NO MAGNETIC MATERIAL
 QF0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0279+STABILITY: SURFACE MOTION
 QF0279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QF0279+SATELLITE: SATELLITE OBSERVATIONS - 1985
 QF0279
 QF0279  HISTORY     - Date     Condition        Report By
 QF0279  HISTORY     - 1975     MONUMENTED       NGS
 QF0279  HISTORY     - 1978     GOOD             NGS
 QF0279  HISTORY     - 1985     GOOD             NGS
 QF0279
 QF0279                          STATION DESCRIPTION
 QF0279
 QF0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 QF0279'THE STATION IS LOCATED IN THE NORTH PART OF THE TOWN OF
 QF0279'TOPSFIELD, ABOUT 8 MILES NORTH-NORTHEAST OF MUSQUASH MOUNTAIN,
 QF0279'2 MILES SOUTH-SOUTHEAST OF BROOKTON, 2 MILES EAST OF BASKAHEGAN
 QF0279'LAKE, ON THE EAST SIDE OF U.S. ROUTE 1 ON PROPERTY OWNED BY
 QF0279'MR. HARRY A. RUSSELL.
 QF0279'
 QF0279'TO REACH THE STATION FROM THE U.S. POST OFFICE IN TOPSFIELD,
 QF0279'AND THE INTERSECTION OF STATE ROUTE 6 AND U.S. ROUTE 1, GO
 QF0279'NORTHERLY ON U.S. ROUTE 1 FOR 3.45 MILES TO AN AT AND T
 QF0279'MICROWAVE TOWER ON THE RIGHT, CONTINUE FOR 4.15 MILES NORTHERLY
 QF0279'ON U.S. ROUTE 1 TO THE BROOKTON-TOPSFIELD TOWN LINE, CONTINUE
 QF0279'NORTHERLY ON U.S. ROUTE 1 FOR 0.95 MILE TO THE AZIMUTH MARK ON
 QF0279'THE LEFT, CONTINUE FOR 0.15 MILE TO A DRIVEWAY ON THE RIGHT
 QF0279'AND THE STATION ON THE NORTH EDGE OF THE DRIVEWAY.
 QF0279'
 QF0279'THE STATION IS A STANDARD DISK STAMPED NEWTON 1975 SET IN THE
 QF0279'TOP OF A 12-INCH CYLINDRICAL CONCRETE POST WHICH PROJECTS 3
 QF0279'INCHES.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 QF0279'NEWTON 1975 SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 42
 QF0279'INCHES BELOW THE SURFACE.  THE STATION IS 32.0 FEET EAST OF THE
 QF0279'CENTERLINE OF U.S. ROUTE 1, 19.0 FEET NORTH OF THE CENTERLINE
 QF0279'OF THE DRIVEWAY, 33.1 FEET SOUTHWEST OF A CLUMP OF 5 BIRCH
 QF0279'TREES, AND 7.4 FEET SOUTHWEST OF A METAL WITNESS POST.
 QF0279'
 QF0279'REFERENCE MARK 1 IS A STANDARD DISK STAMPED NEWTON NO 1 1975,
 QF0279'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST WHICH
 QF0279'PROJECTS 2 INCHES.  IT IS 50.5 FEET EAST OF THE CENTERLINE
 QF0279'OF U.S. ROUTE 1, 44.8 FEET NORTH OF THE CENTERLINE OF THE
 QF0279'DRIVE WAY, AND 11.0 FEET NORTHWEST OF A CLUMP OF 5 BIRCHES.
 QF0279'
 QF0279'REFERENCE MARK 2 IS A STANDARD DISK STAMPED NEWTON NO 2 1975,
 QF0279'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST WHICH
 QF0279'PROJECTS 1 INCH.  IT IS 45.5 FEET EAST OF THE CENTERLINE OF
 QF0279'U.S. ROUTE 1, 17.0 FEET SOUTH OF THE CENTERLINE OF THE DRIVEWAY,
 QF0279'AND 23.8 FEET NORTHWEST OF A 26-INCH PINE TREE.
 QF0279'
 QF0279'THE AZIMUTH MARK IS A STANDARD DISK STAMPED NEWTON AZ 1975,
 QF0279'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST WHICH
 QF0279'PROJECTS FLUSH.  IT IS 29.3 FEET WEST OF THE CENTERLINE OF
 QF0279'U.S. ROUTE 1, 11.5 FEET SOUTHEAST OF A TRIANGULAR BLAZED
 QF0279'8-INCH FIR TREE, AND 5 FEET EAST OF A METAL WITNESS POST.
 QF0279'
 QF0279'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 QF0279
 QF0279                          STATION RECOVERY (1978)
 QF0279
 QF0279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QF0279'0.5 MI SE FROM BROOKTON.
 QF0279'TO REACH THE STATION FROM THE POST OFFICE IN TOPSFIELD, AND THE
 QF0279'INTERSECTION OF STATE ROUTE 6 AND U.S. ROUTE 1, GO NORTHERLY ON
 QF0279'U.S. ROUTE 1 FOR 3.45 MILES TO AN AT&T MICRO WAVE TOWER ON THE RIGHT,
 QF0279'CONTINUE FOR 4.15 MILES NORTHERLY ON U.S. ROUTE 1 TO THE BROOKTON
 QF0279'TOPSFIELD TOWN LINE, CONTINUE NORTHERLY ON U.S. ROUTE 1 FOR 0.95 MILES
 QF0279'TO THE AZIMUTH MARK ON THE LEFT, CONTINUE FOR 0.15 MILES TO A
 QF0279'DRIVEWAY ON THE RIGHT AND THE STATION ON THE NORTH EDGE OF THE DRIVE.
 QF0279'ALSO DESCRIBED IN HORIZONTAL QUAD 450674.
 QF0279
 QF0279                          STATION RECOVERY (1985)
 QF0279
 QF0279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (MRM)
 QF0279'THE STATION WAS RECOVERED AT THIS DATE.
 QF0279'NO OTHER MARKS WERE SEARCHED FOR AT THIS DATE.
 QF0279'
 QF0279'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE
 QF0279'HIGHWAY 6 IN TOPSFIELD, GO NORTH FOR 4.0 KM (2.5 MI) ON HIGHWAY 1
 QF0279'TO A MICROWAVE TOWER ON THE RIGHT.  CONTINUE AHEAD FOR 6.8 KM (4.25
 QF0279'MI) ON HIGHWAY 1 TO THE BROOKTON-TOPSFIELD TOWN LINE.  CONTINUE
 QF0279'AHEAD FOR 1.7 KM (1.05 MI) ON HIGHWAY 1 TO A GRAVEL DRIVE RIGHT AND
 QF0279'THE STATION ON THE RIGHT.
 QF0279'
 QF0279'THE STATION IS A STANDARD NGS DISK
 QF0279'STAMPED---NEWTON 1975---,
 QF0279'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 QF0279'30 CM IN DIAMETER PROJECTING 4 CM ABOVE GROUND.  LOCATED
 QF0279'9.9 METERS (32.5 FT) EAST-NORTHEAST FROM THE APPROXIMATE CENTER OF
 QF0279'THE HIGHWAY,
 QF0279'6.0 METERS (19.7 FT) NORTH-NORTHWEST FROM THE APPROXIMATE CENTER OF
 QF0279'THE GRAVEL ROAD AND
 QF0279'2.3 METERS (7.5 FT) SOUTH-SOUTHWEST FROM A METAL WITNESS POST.
 QF0279'NOTE, THE 1975 DESCRIPTION INDICATES AN UNDERGROUND MARK.
 QF0279'
 QF0279'FAA AIRPORT SURVEYS, MAINE, OCTOBER-NOVEMBER 1985.
 QF0279'
 QF0279'THIS STATION SUITABLE FOR GPS SURVEYS.
 QF0279'
 QF0279'DESCRIBED BY G.R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0280 ***********************************************************************
 QF0280  DESIGNATION -  NEWTON RM 1
 QF0280  PID         -  QF0280
 QF0280  STATE/COUNTY-  ME/WASHINGTON
 QF0280  USGS QUAD   -  BROOKTON (1988)
 QF0280
 QF0280                         *CURRENT SURVEY CONTROL
 QF0280  ___________________________________________________________________
 QF0280* NAD 83(1986)-  45 31 23.     (N)    067 45 36.     (W)     SCALED    
 QF0280* NAVD 88     -       157.225  (meters)     515.83   (feet)  ADJUSTED  
 QF0280  ___________________________________________________________________
 QF0280  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 QF0280  DYNAMIC HT  -         157.225 (meters)     515.83  (feet)  COMP
 QF0280  MODELED GRAV-     980,614.2   (mgal)                       NAVD 88
 QF0280
 QF0280  VERT ORDER  -  FIRST     CLASS II
 QF0280
 QF0280.The horizontal coordinates were scaled from a topographic map and have
 QF0280.an estimated accuracy of +/- 6 seconds.
 QF0280
 QF0280.The orthometric height was determined by differential leveling
 QF0280.and adjusted by the National Geodetic Survey in June 1991..
 QF0280
 QF0280.The geoid height was determined by GEOID03.
 QF0280
 QF0280.The dynamic height is computed by dividing the NAVD 88
 QF0280.geopotential number by the normal gravity value computed on the
 QF0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0280.degrees latitude (g = 980.6199 gals.).
 QF0280
 QF0280.The modeled gravity was interpolated from observed gravity values.
 QF0280
 QF0280;                    North         East    Units  Estimated Accuracy
 QF0280;SPC ME E     -   206,540.      357,810.      MT  (+/- 180 meters Scaled)
 QF0280
 QF0280                          SUPERSEDED SURVEY CONTROL
 QF0280
 QF0280.No superseded survey control is available for this station.
 QF0280
 QF0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL968418(NAD 83)
 QF0280_MARKER: DR = REFERENCE MARK DISK
 QF0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QF0280_SP_SET: CONCRETE POST
 QF0280_STAMPING: NEWTON NO 1 1975
 QF0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0280+STABILITY: SURFACE MOTION
 QF0280
 QF0280  HISTORY     - Date     Condition        Report By
 QF0280  HISTORY     - 1975     MONUMENTED       NGS
 QF0280  HISTORY     - 1978     GOOD             NGS
 QF0280
 QF0280                          STATION DESCRIPTION
 QF0280
 QF0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0280'0.5 MI SE FROM BROOKTON.
 QF0280'TO REACH THE STATION FROM THE POST OFFICE IN TOPSFIELD, AND THE
 QF0280'INTERSECTION OF STATE ROUTE 6 AND U.S. ROUTE 1, GO NORTHERLY ON
 QF0280'U.S. ROUTE 1 FOR 3.45 MILES TO AN AT&T MICRO WAVE TOWER ON THE RIGHT,
 QF0280'CONTINUE FOR 4.15 MILES NORTHERLY ON U.S. ROUTE 1 TO THE BROOKTON
 QF0280'TOPSFIELD TOWN LINE, CONTINUE NORTHERLY ON U.S. ROUTE 1 FOR 0.95 MILES
 QF0280'TO THE AZIMUTH MARK ON THE LEFT, CONTINUE FOR 0.15 MILES TO A
 QF0280'DRIVEWAY ON THE RIGHT AND THE STATION ON THE NORTH EDGE OF THE DRIVE.
 QF0280'REFERENCE MARK IS 34.1 FEET NORTH-NORTHEAST OF MAIN STATION
 QF0280'ALSO DESCRIBED IN HORIZONTAL QUAD 450674.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0278 ***********************************************************************
 QF0278  DESIGNATION -  NEWTON RM 2
 QF0278  PID         -  QF0278
 QF0278  STATE/COUNTY-  ME/WASHINGTON
 QF0278  USGS QUAD   -  BROOKTON (1988)
 QF0278
 QF0278                         *CURRENT SURVEY CONTROL
 QF0278  ___________________________________________________________________
 QF0278* NAD 83(1996)-  45 31 23.25784(N)    067 45 35.55112(W)     ADJUSTED  
 QF0278* NAVD 88     -       156.654  (meters)     513.96   (feet)  ADJUSTED  
 QF0278  ___________________________________________________________________
 QF0278  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 QF0278  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 QF0278  DYNAMIC HT  -         156.654 (meters)     513.96  (feet)  COMP
 QF0278  MODELED GRAV-     980,614.2   (mgal)                       NAVD 88
 QF0278
 QF0278  HORZ ORDER  -  SECOND
 QF0278  VERT ORDER  -  FIRST     CLASS II
 QF0278
 QF0278.The horizontal coordinates were established by classical geodetic methods
 QF0278.and adjusted by the National Geodetic Survey in March 1998..
 QF0278
 QF0278.The orthometric height was determined by differential leveling
 QF0278.and adjusted by the National Geodetic Survey in June 1991..
 QF0278
 QF0278.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0278
 QF0278.The geoid height was determined by GEOID03.
 QF0278
 QF0278.The dynamic height is computed by dividing the NAVD 88
 QF0278.geopotential number by the normal gravity value computed on the
 QF0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0278.degrees latitude (g = 980.6199 gals.).
 QF0278
 QF0278.The modeled gravity was interpolated from observed gravity values.
 QF0278
 QF0278;                    North         East     Units Scale Factor Converg.
 QF0278;SPC ME E     -   206,542.897   357,817.216   MT  0.99994109   +0 31 41.2
 QF0278;UTM  19      - 5,041,813.779   596,847.175   MT  0.99971532   +0 53 05.8
 QF0278
 QF0278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0278!SPC ME E     -   0.99997916  x   0.99994109  =   0.99992026
 QF0278!UTM  19      -   0.99997916  x   0.99971532  =   0.99969449
 QF0278
 QF0278:                Primary Azimuth Mark                     Grid Az
 QF0278:SPC ME E     -  R=MUSQUASH                               190 25 30.7
 QF0278:UTM  19      -  R=MUSQUASH                               190 04 06.1
 QF0278
 QF0278|---------------------------------------------------------------------|
 QF0278| PID    Reference Object                     Distance      Geod. Az  |
 QF0278|                                                           dddmmss.s |
 QF0278| QF1541 R=MUSQUASH                          APPROX.15.2 KM 1905711.9 |
 QF0278| QF0279 NEWTON                               11.256 METERS 32427     |
 QF0278|---------------------------------------------------------------------|
 QF0278
 QF0278                          SUPERSEDED SURVEY CONTROL
 QF0278
 QF0278  NAD 83(1992)-  45 31 23.25463(N)    067 45 35.55035(W) AD(       ) 2
 QF0278  NAD 83(1986)-  45 31 23.25684(N)    067 45 35.56278(W) AD(       ) 2
 QF0278  NAD 27      -  45 31 23.00587(N)    067 45 37.53962(W) AD(       ) 2
 QF0278  NGVD 29 (07/19/86)  156.4    (m)          513.     (f) VERT ANG       
 QF0278
 QF0278.Superseded values are not recommended for survey control.
 QF0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0278.See file dsdata.txt to determine how the superseded data were derived.
 QF0278
 QF0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9684741814(NAD 83)
 QF0278_MARKER: DR = REFERENCE MARK DISK
 QF0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QF0278_SP_SET: CONCRETE POST
 QF0278_STAMPING: NEWTON NO 2 1975
 QF0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0278+STABILITY: SURFACE MOTION
 QF0278
 QF0278  HISTORY     - Date     Condition        Report By
 QF0278  HISTORY     - 1975     MONUMENTED       NGS
 QF0278  HISTORY     - 1978     GOOD             NGS
 QF0278
 QF0278                          STATION DESCRIPTION
 QF0278
 QF0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 QF0278'TO REACH STATION NEWTON FROM THE U.S. POST OFFICE IN TOPSFIELD,
 QF0278'AND THE INTERSECTION OF STATE ROUTE 6 AND U.S. ROUTE 1, GO
 QF0278'NORTHERLY ON U.S. ROUTE 1 FOR 3.45 MILES TO AN AT AND T
 QF0278'MICROWAVE TOWER ON THE RIGHT, CONTINUE FOR 4.15 MILES NORTHERLY
 QF0278'ON U.S. ROUTE 1 TO THE BROOKTON-TOPSFIELD TOWN LINE, CONTINUE
 QF0278'NORTHERLY ON U.S. ROUTE 1 FOR 0.95 MILE TO THE AZIMUTH MARK ON
 QF0278'THE LEFT, CONTINUE FOR 0.15 MILE TO A DRIVEWAY ON THE RIGHT
 QF0278'AND THE STATION ON THE NORTH EDGE OF THE DRIVEWAY.
 QF0278'
 QF0278'REFERENCE MARK 2 IS A STANDARD DISK STAMPED NEWTON NO 2 1975,
 QF0278'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST WHICH
 QF0278'PROJECTS 1 INCH.  IT IS 45.5 FEET EAST OF THE CENTERLINE OF
 QF0278'U.S. ROUTE 1, 17.0 FEET SOUTH OF THE CENTERLINE OF THE DRIVEWAY,
 QF0278'AND 23.8 FEET NORTHWEST OF A 26-INCH PINE TREE.
 QF0278
 QF0278                          STATION RECOVERY (1978)
 QF0278
 QF0278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QF0278'0.5 MI SE FROM BROOKTON.
 QF0278'TO REACH THE STATION FROM THE POST OFFICE IN TOPSFIELD, AND THE
 QF0278'INTERSECTION OF STATE ROUTE 6 AND U.S. ROUTE 1, GO NORTHERLY ON
 QF0278'U.S. ROUTE 1 FOR 3.45 MILES TO AN AT&T MICRO WAVE TOWER ON THE RIGHT,
 QF0278'CONTINUE FOR 4.15 MILES NORTHERLY ON U.S. ROUTE 1 TO THE BROOKTON
 QF0278'TOPSFIELD TOWN LINE, CONTINUE NORTHERLY ON U.S. ROUTE 1 FOR 0.95 MILES
 QF0278'TO THE AZIMUTH MARK ON THE LEFT, CONTINUE FOR 0.15 MILES TO A
 QF0278'DRIVEWAY ON THE RIGHT AND THE STATION ON THE NORTH EDGE OF THE DRIVE.
 QF0278'REFERENCE MARK 36.9 FEET SOUTH-SOUTHEAST OF MAIN STATION.
 QF0278'ALSO DESCRIBED IN HORIZONTAL QUAD 450674.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0648 ***********************************************************************
 PD0648  DESIGNATION -  NFALLS
 PD0648  PID         -  PD0648
 PD0648  STATE/COUNTY-  ME/WASHINGTON
 PD0648  USGS QUAD   -  EASTPORT (1977)
 PD0648
 PD0648                         *CURRENT SURVEY CONTROL
 PD0648  ___________________________________________________________________
 PD0648* NAD 83(1996)-  44 53 13.99539(N)    067 07 19.76063(W)     ADJUSTED  
 PD0648* NAVD 88     -         3.4    (meters)      11.     (feet)  VERTCON   
 PD0648  ___________________________________________________________________
 PD0648  LAPLACE CORR-           4.47  (seconds)                    DEFLEC99
 PD0648  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 PD0648
 PD0648  HORZ ORDER  -  THIRD
 PD0648
 PD0648.The horizontal coordinates were established by classical geodetic methods
 PD0648.and adjusted by the National Geodetic Survey in March 1998..
 PD0648
 PD0648.The NAVD 88 height was computed by applying the VERTCON shift value to
 PD0648.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PD0648
 PD0648.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0648
 PD0648.The geoid height was determined by GEOID03.
 PD0648
 PD0648;                    North         East     Units Scale Factor Converg.
 PD0648;SPC ME E     -   136,535.217   408,840.743   MT  1.00004562   +0 58 20.9
 PD0648;UTM  19      - 4,972,137.479   648,293.054   MT  0.99987042   +1 19 31.7
 PD0648
 PD0648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0648!SPC ME E     -   1.00000301  x   1.00004562  =   1.00004863
 PD0648!UTM  19      -   1.00000301  x   0.99987042  =   0.99987343
 PD0648
 PD0648                          SUPERSEDED SURVEY CONTROL
 PD0648
 PD0648  NAD 83(1992)-  44 53 13.98557(N)    067 07 19.76124(W) AD(       ) 3
 PD0648  NAD 83(1986)-  44 53 13.98517(N)    067 07 19.76209(W) AD(       ) 3
 PD0648  NGVD 29 (09/20/87)    3.6    (m)           12.     (f) VERT ANG       
 PD0648
 PD0648.Superseded values are not recommended for survey control.
 PD0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0648.See file dsdata.txt to determine how the superseded data were derived.
 PD0648
 PD0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK4829372137(NAD 83)
 PD0648_MARKER: I = METAL ROD
 PD0648_SETTING: 66 = SET IN ROCK OUTCROP
 PD0648_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 PD0648_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0648_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0648+STABILITY: POSITION/ELEVATION WELL
 PD0648
 PD0648  HISTORY     - Date     Condition        Report By
 PD0648  HISTORY     - 1985     MONUMENTED       NOS
 PD0648
 PD0648                          STATION DESCRIPTION
 PD0648
 PD0648'DESCRIBED BY NATIONAL OCEAN SERVICE 1985 (WVH)
 PD0648'THE STATION IS LOCATED ON THE MOST NORTHERLY TOP OF FALLS ISLAND.
 PD0648'
 PD0648'THE STATION WAS REACHED BY SMALL BOAT FROM EASTPORT.
 PD0648'
 PD0648'THE STATION IS A BRASS PLUG, UNSTAMPED, CEMENTED IN A DRILL HOLE
 PD0648'IN A ROCK LEDGE.  IT IS LOCATED, 7.5 METERS (24.5 FT) SOUTH FROM
 PD0648'THE NORTH END OF ISLAND, 3.7 METERS (12 FT) WEST FROM TREE LINE,
 PD0648'1.8 METERS (5.9 FT) EAST FROM THE HIGH WATER LINE AND 1.5 METERS
 PD0648'(5 FT) ABOVE HIGH WATER.
 PD0648'
 PD0648'HEIGHT OF LIGHT SHOWN WAS 1.3 METERS ABOVE THE MARK.
 PD0648'
 PD0648'DESCRIBED BY J.G.F.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0624 ***********************************************************************
 QG0624  DESIGNATION -  NICATOU
 QG0624  PID         -  QG0624
 QG0624  STATE/COUNTY-  ME/PENOBSCOT
 QG0624  USGS QUAD   -  MEDUNKEUNK LAKE (1988)
 QG0624
 QG0624                         *CURRENT SURVEY CONTROL
 QG0624  ___________________________________________________________________
 QG0624* NAD 83(1996)-  45 35 44.14328(N)    068 31 35.69856(W)     ADJUSTED  
 QG0624* NAVD 88     -       123.463  (meters)     405.06   (feet)  ADJUSTED  
 QG0624  ___________________________________________________________________
 QG0624  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 QG0624  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 QG0624  DYNAMIC HT  -         123.465 (meters)     405.07  (feet)  COMP
 QG0624  MODELED GRAV-     980,628.5   (mgal)                       NAVD 88
 QG0624
 QG0624  HORZ ORDER  -  SECOND
 QG0624  VERT ORDER  -  SECOND    CLASS 0
 QG0624
 QG0624.The horizontal coordinates were established by classical geodetic methods
 QG0624.and adjusted by the National Geodetic Survey in March 1998..
 QG0624
 QG0624.The orthometric height was determined by differential leveling
 QG0624.and adjusted by the National Geodetic Survey in June 1991..
 QG0624
 QG0624.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG0624
 QG0624.The geoid height was determined by GEOID03.
 QG0624
 QG0624.The dynamic height is computed by dividing the NAVD 88
 QG0624.geopotential number by the normal gravity value computed on the
 QG0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0624.degrees latitude (g = 980.6199 gals.).
 QG0624
 QG0624.The modeled gravity was interpolated from observed gravity values.
 QG0624
 QG0624;                    North         East     Units Scale Factor Converg.
 QG0624;SPC ME E     -   214,330.283   297,926.056   MT  0.99990005   -0 01 08.4
 QG0624;UTM  19      - 5,049,225.942   536,923.911   MT  0.99961676   +0 20 17.6
 QG0624
 QG0624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG0624!SPC ME E     -   0.99998446  x   0.99990005  =   0.99988451
 QG0624!UTM  19      -   0.99998446  x   0.99961676  =   0.99960122
 QG0624
 QG0624|---------------------------------------------------------------------|
 QG0624| PID    Reference Object                     Distance      Geod. Az  |
 QG0624|                                                           dddmmss.s |
 QG0624| QG0623 NICATOU RM 1                          7.626 METERS 16255     |
 QG0624| CE8983 NICATOU RM 3                          7.923 METERS 16419     |
 QG0624| QG0622 NICATOU RM 2                          9.470 METERS 23141     |
 QG0624| QG1436 E MILLINOCKET G N PAPER NW STK      APPROX. 4.8 KM 3084422.8 |
 QG0624| QG1434 MEDWAY HIGH SCHOOL BELFRY           APPROX. 1.6 KM 3514902.9 |
 QG0624| QG1435 MEDWAY CONG CHURCH BELFRY           APPROX. 1.1 KM 3565706.9 |
 QG0624| QG1437 MEDWAY 2                            APPROX. 1.1 KM 3565727.4 |
 QG0624|---------------------------------------------------------------------|
 QG0624
 QG0624                          SUPERSEDED SURVEY CONTROL
 QG0624
 QG0624  NAD 83(1992)-  45 35 44.14298(N)    068 31 35.69595(W) AD(       ) 2
 QG0624  NAD 83(1986)-  45 35 44.14964(N)    068 31 35.70221(W) AD(       ) 2
 QG0624  NAD 27      -  45 35 43.95460(N)    068 31 37.59820(W) AD(       ) 2
 QG0624  NGVD 29 (??/??/92)  123.662  (m)          405.71   (f) ADJ UNCH    2 0
 QG0624
 QG0624.Superseded values are not recommended for survey control.
 QG0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0624.See file dsdata.txt to determine how the superseded data were derived.
 QG0624
 QG0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL3692449226(NAD 83)
 QG0624_MARKER: DS = TRIANGULATION STATION DISK
 QG0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0624_STAMPING: NICATOU 1958
 QG0624_MARK LOGO: CGS   
 QG0624_MAGNETIC: N = NO MAGNETIC MATERIAL
 QG0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0624+STABILITY: SURFACE MOTION
 QG0624
 QG0624  HISTORY     - Date     Condition        Report By
 QG0624  HISTORY     - 1958     MONUMENTED       CGS
 QG0624  HISTORY     - 1959     GOOD             NGS
 QG0624  HISTORY     - 1976     SEE DESCRIPTION  NGS
 QG0624  HISTORY     - 1981     GOOD             MEDT
 QG0624  HISTORY     - 19811007 GOOD             NGS
 QG0624  HISTORY     - 19930626 GOOD             USPSQD
 QG0624
 QG0624                          STATION DESCRIPTION
 QG0624
 QG0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 QG0624'STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF EAST MILLINOCKET,
 QG0624'ABOUT 1 MILE SOUTH OF MEDWAY AND ABOUT 1/2 MILE SOUTH SOUTHWEST
 QG0624'OF THE PENOBSCOT RIVER.  STATION IS LOCATED ON HIGH GROUND ON THE
 QG0624'PROPERTY OF MR. UNO PASANEN.  STATION IS 4.5 FEET EAST OF WITNESS
 QG0624'POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 QG0624'NICATOU 1958.
 QG0624'
 QG0624'REFERENCE MARK NO. 1 IS CEMENTED FLUSH IN A DRILL HOLE IN A ROCK
 QG0624'THAT PROJECTS ABOUT 1 FOOT AND THE DISK IS STAMPED NICATOU NO. 1
 QG0624'1958.
 QG0624'
 QG0624'REFERENCE MARK NO. 2 IS CEMENTED FLUSH IN A DRILL HOLE IN A ROCK
 QG0624'THAT PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED NICATOU
 QG0624'NO. 2 1958.
 QG0624'
 QG0624'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 11, 116 AND
 QG0624'157 ABOUT 1-1/2 MILES SOUTHEAST OF EAST MILLINOCKET, GO SOUTH
 QG0624'AND EASTERLY ON STATE HIGHWAY 116 FOR 1.95 MILES TO DRIVEWAY ON
 QG0624'RIGHT.  TURN RIGHT ON DRIVEWAY PASSING TO THE SOUTH OF HOUSE AND
 QG0624'GO 0.05 MILE TO ANOTHER HOUSE.  KEEP TO LEFT OF HOUSE FOR ABOUT
 QG0624'0.05 MILE.  TURN LEFT UP HILL FOR 0.1 MILE TO STATION AS
 QG0624'DESCRIBED.
 QG0624'
 QG0624'STATION MEDWAY IS INTERVISIBLE FROM THE GROUND AND MAY BE USED
 QG0624'AS AZIMUTH MARK.
 QG0624'
 QG0624'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 QG0624
 QG0624                          STATION RECOVERY (1959)
 QG0624
 QG0624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 QG0624'1.2 MI SSE FROM MEDWAY.
 QG0624'1.1 MILES SOUTH-SOUTHEAST ALONG STATE HIGHWAY 116 FROM THE
 QG0624'SOUTH END OF THE LARGE STEEL BRIDGE OVER THE WEST BRANCH OF
 QG0624'THE PENOBSCOT RIVER, THENCE 0.1 MILE SOUTH ALONG A DIM ROAD,
 QG0624'THENCE 0.05 MILE EAST UPHILL TO TOP OF A RIDGE, AT A CLEARING,
 QG0624'ON THE PROPERTY OF MR. UNO PASANEN, ABOUT 200 FEET NORTH OF A
 QG0624'WOODED AREA, 4 1/2 FEET EAST OF A METAL WITNESS POST AND SET
 QG0624'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE
 QG0624'GROUND.
 QG0624
 QG0624                          STATION RECOVERY (1976)
 QG0624
 QG0624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 QG0624'STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AND FOUND IN
 QG0624'GOOD CONDITION.  REFERENCE MARK 1 HAD BEEN DISTURBED BY A
 QG0624'BULLDOZER, BUT THE BOULDER IN WHICH THE DISK IS SET IN SOLID, THE
 QG0624'DISK WAS RESTAMPED AND IS USED AS REFERENCE MARK 3.
 QG0624'
 QG0624'STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF MILLINOCKET,
 QG0624'ABOUT 1 MILE SOUTH OF MEDWAY, ABOUT 1/2 MILE SOUTH-SOUTHWEST OF
 QG0624'THE PENOBSCOT RIVER, ON A HILL NEAR THE SOUTHWEST EDGE OF AN
 QG0624'ABANDONED GRAVEL PIT ON PROPERTY OWNED BY MR UNO PASANEN WHO LIVES
 QG0624'IN HOUSE JUST NORTHEAST OF THE STATION.
 QG0624'
 QG0624'STATION MARK IS A STANDARD DISK SET TOP OF A 12 INCH SQUARE
 QG0624'CONCRETE MONUMENT PROJECTING ABOUT 4 INCHES ABOVE GROUND AND IS
 QG0624'STAMPED NICATOU 1958.  IT IS 25 FEET SOUTHWEST OF THE EDGE OF AN
 QG0624'ABANDONED GRAVEL PIT AND 4.5 FEET EAST OF WITNESS POST.
 QG0624'
 QG0624'REFERENCE MARK 2 IS A STANDARD DISK SET DRILL HOLE IN BOULDER
 QG0624'WHICH IS 4 X 4 FEET PROJECTING ABOUT 2 FEET ABOVE GROUND AND THE
 QG0624'DISK IS STAMPED NICATOU NO 2 1958.  IT IS 52 FEET SOUTHWEST OF
 QG0624'EDGE OF GRAVEL PIT AND 27.5 FEET SOUTHWEST OF WITNESS POST.
 QG0624'
 QG0624'REFERENCE MARK 3 IS A STANDARD DISK SET IN A DRILL HOLE IN A
 QG0624'4 X 4 FOOT BOULDER PROJECTING ABOUT 2 FEET ABOVE GROUND AND THE
 QG0624'DISK IS STAMPED NICATOU NO 3 1976.  IT IS 27.2 FEET SOUTHEAST
 QG0624'OF WITNESS POST.
 QG0624'
 QG0624'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 116,
 QG0624'11 AND 157 IN MEDWAY (ABOUT 1-1/2 MILE EAST OF MILLINOCKET).  GO
 QG0624'SOUTHERLY ON STATE HIGHWAY 116 FOR 1.35 MILES TO POINT WHERE
 QG0624'INTERSTATE 90 CROSSES OVERHEAD, CONTINUE AHEAD FOR 0.35 MILE TO
 QG0624'SIDE ROAD RIGHT, TURN SHARP RIGHT, GO SOUTHWEST FOR 0.15 MILE TO
 QG0624'TOP OF HILL, TURN LEFT ON TRACK ROAD, GO SOUTHEASTERLY FOR 0.15
 QG0624'MILE TO ABANDONED GRAVEL PIT, WALK UP HILL FOR ABOUT 100 YARDS
 QG0624'TO TOP OF PIT AND THE STATION.
 QG0624'
 QG0624'NO AZIMUTH MARK AT THIS STATION.  STATION MEDWAY 2 MAY BE USED.
 QG0624'
 QG0624'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QG0624'1 MILE SOUTH OF MEDWAY.
 QG0624
 QG0624                          STATION RECOVERY (1981)
 QG0624
 QG0624'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1981 (BJR)
 QG0624'NICATOU - 1958 RECOVERED GOOD.
 QG0624'
 QG0624'NICATOU NO. 1 - 1958 DESTROYED.
 QG0624'
 QG0624'NICATOU NO. 2 - 1958 RECOVERED GOOD.
 QG0624'
 QG0624'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MI. SOUTHEAST
 QG0624'OF EAST MILLINOCKET.
 QG0624
 QG0624                          STATION RECOVERY (1981)
 QG0624
 QG0624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 QG0624'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 QG0624'CONDITION.  THE STEM FOR REFERENCE MARK 3 WAS RECOVERED.  REFERENCE
 QG0624'MARK 4 WAS SET IN THE SAME DRILL HOLE.  THE DISTANCE AND DIRECTION TO
 QG0624'REFERENCE MARK 2 CHECKED.  A NEW DESCRIPTION FOLLOWS.
 QG0624' 
 QG0624'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) SOUTHEAST OF
 QG0624'MILLINOCKET, 1.6 KM (1.00 MI) SOUTH OF MEDWAY, 0.8 KM (0.50 MI) SOUTH
 QG0624'SOUTHWEST OF THE PENOBSCOT RIVER AND ON A HIGH HILL NEAR THE SOUTHWEST
 QG0624'EDGE OF AN ABANDONED GRAVEL PIT.  OWNERSHIP-- MR LINO PASANEN, MEDWAY,
 QG0624'MAINE. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 116,
 QG0624'157 AND 11 IN MEDWAY, GO SOUTH ON HIGHWAY 116 FOR 2.2 KM (1.35 MI) TO
 QG0624'THE INTERSTATE HIGHWAY 95 BRIDGES.  CONTINUE AHEAD ON HIGHWAY 116 FOR
 QG0624'0.6 KM (0.35 MI) TO A SIDE ROAD RIGHT AT A LARGE BOULDER IN A YARD.
 QG0624'TURN SHARP RIGHT AND GO WEST ON A TRACK ROAD FOR 0.2 KM (0.10 MI) TO A
 QG0624'SIDE ROAD LEFT.  TURN LEFT AND GO SOUTHWEST ON A TRACK ROAD FOR 0.1 KM
 QG0624'(0.05 MI) TO A FORK.  TAKE THE LEFT FORK AND GO SOUTHEAST ON A TRACK
 QG0624'ROAD FOR 0.2 KM (0.10 MI) TO THE OLD GRAVEL PIT AND THE END OF TRUCK
 QG0624'TRAVEL.  PACK SOUTHWEST UP STEEP HILL FOR ABOUT 100 YARDS TO THE
 QG0624'STATION.
 QG0624' 
 QG0624'THE STATION IS A STANDARD NGS DISK STAMPED--NICATOU 1958--, SET INTO
 QG0624'THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES OR 30 CM ON SIDE
 QG0624'PROJECTING 4 INCHES OR 10 CM ABOVE THE GROUND LOCATED 22.0 FT (6.7 M)
 QG0624'SW FROM THE EDGE OF THE GRAVEL PIT, 13.5 FT (4.1 M) WSW FROM A 18-INCH
 QG0624'PINE TREE ON THE EDGE OF GRAVEL PIT, AND 4.5 FT (1.4 M) E FROM A METAL
 QG0624'WITNESS POST.  REFERENCE MARK NO 2 IS A STANDARD NGS DISK
 QG0624'STAMPED--NICATOU NO 2 1958--, SET INTO THE TOP OF A BOULDER 4 FT (1.2
 QG0624'M) LARGEST DIMENSION LOCATED 43.0 FT (13.1 M) WSW FROM THE PINE TREE,
 QG0624'31.0 FT (9.4 M) S FROM THE EDGE OF GRAVEL PIT, 27.0 FT (8.2 M) WSW
 QG0624'FROM THE WITNESS POST, AND 1.0 FT (0.3 M) HIGHER THAN THE STATION.
 QG0624'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED--NICATOU 1958 NO 4
 QG0624'1981--, SET INTO THE TOP OF A BOULDER 4 FT (1.2 M) LARGEST DIMENSION
 QG0624'LOCATED 29.0 FT (8.8 M) SSW FROM THE PINE TREE, AND 27.0 FT (8.2 M)
 QG0624'SSE FROM A METAL WITNESS POST.
 QG0624
 QG0624                          STATION RECOVERY (1993)
 QG0624
 QG0624'RECOVERY NOTE BY US POWER SQUADRON 1993 (ELG)
 QG0624'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0623 ***********************************************************************
 QG0623  DESIGNATION -  NICATOU RM 1
 QG0623  PID         -  QG0623
 QG0623  STATE/COUNTY-  ME/PENOBSCOT
 QG0623  USGS QUAD   -  MEDUNKEUNK LAKE (1988)
 QG0623
 QG0623                         *CURRENT SURVEY CONTROL
 QG0623  ___________________________________________________________________
 QG0623* NAD 83(1986)-  45 35 44.     (N)    068 31 35.     (W)     SCALED    
 QG0623* NAVD 88     -       123.580  (meters)     405.45   (feet)  ADJUSTED  
 QG0623  ___________________________________________________________________
 QG0623  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 QG0623  DYNAMIC HT  -         123.582 (meters)     405.45  (feet)  COMP
 QG0623  MODELED GRAV-     980,628.6   (mgal)                       NAVD 88
 QG0623
 QG0623  VERT ORDER  -  SECOND    CLASS 0
 QG0623
 QG0623.The horizontal coordinates were scaled from a topographic map and have
 QG0623.an estimated accuracy of +/- 6 seconds.
 QG0623
 QG0623.The orthometric height was determined by differential leveling
 QG0623.and adjusted by the National Geodetic Survey in June 1991..
 QG0623
 QG0623.The geoid height was determined by GEOID03.
 QG0623
 QG0623.The dynamic height is computed by dividing the NAVD 88
 QG0623.geopotential number by the normal gravity value computed on the
 QG0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0623.degrees latitude (g = 980.6199 gals.).
 QG0623
 QG0623.The modeled gravity was interpolated from observed gravity values.
 QG0623
 QG0623;                    North         East    Units  Estimated Accuracy
 QG0623;SPC ME E     -   214,330.      297,940.      MT  (+/- 180 meters Scaled)
 QG0623
 QG0623                          SUPERSEDED SURVEY CONTROL
 QG0623
 QG0623  NGVD 29 (??/??/92)  123.778  (m)          406.10   (f) ADJ UNCH    2 0
 QG0623
 QG0623.Superseded values are not recommended for survey control.
 QG0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0623.See file dsdata.txt to determine how the superseded data were derived.
 QG0623
 QG0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL369492(NAD 83)
 QG0623_MARKER: DR = REFERENCE MARK DISK
 QG0623_SETTING: 66 = SET IN ROCK OUTCROP
 QG0623_SP_SET: ROCK OUTCROP
 QG0623_STAMPING: NICATOU NO 1 1958
 QG0623_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0623+STABILITY: POSITION/ELEVATION WELL
 QG0623
 QG0623  HISTORY     - Date     Condition        Report By
 QG0623  HISTORY     - 1958     MONUMENTED       CGS
 QG0623  HISTORY     - 1959     GOOD             NGS
 QG0623
 QG0623                          STATION DESCRIPTION
 QG0623
 QG0623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QG0623'1.2 MI SSE FROM MEDWAY.
 QG0623'1.1 MILE SOUTH-SOUTHEAST ALONG STATE HIGHWAY 116 FROM THE SOUTH
 QG0623'END OF THE LARGE STEEL BRIDGE OVER THE WEST BRANCH OF THE
 QG0623'PENOBSCOT RIVER AT MEDWAWY, THENCE 0.1 MILE SOUTH ALONG A DIM
 QG0623'ROAD, THENCE 0.05 MILE EAST UPHILL TO TOP OF A RIDGE, AT A
 QG0623'CLEARING, SET IN THE TOP OF A 2-BY-2-FOOT BLACK OUTCROP PROJECTING
 QG0623'1 FOOT ABOVE THE GROUND, 25 FEET SOUTHEAST OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0622 ***********************************************************************
 QG0622  DESIGNATION -  NICATOU RM 2
 QG0622  PID         -  QG0622
 QG0622  STATE/COUNTY-  ME/PENOBSCOT
 QG0622  USGS QUAD   -  MEDUNKEUNK LAKE (1988)
 QG0622
 QG0622                         *CURRENT SURVEY CONTROL
 QG0622  ___________________________________________________________________
 QG0622* NAD 83(1986)-  45 35 44.     (N)    068 31 35.     (W)     SCALED    
 QG0622* NAVD 88     -       123.790  (meters)     406.13   (feet)  ADJUSTED  
 QG0622  ___________________________________________________________________
 QG0622  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 QG0622  DYNAMIC HT  -         123.791 (meters)     406.14  (feet)  COMP
 QG0622  MODELED GRAV-     980,628.6   (mgal)                       NAVD 88
 QG0622
 QG0622  VERT ORDER  -  SECOND    CLASS 0
 QG0622
 QG0622.The horizontal coordinates were scaled from a topographic map and have
 QG0622.an estimated accuracy of +/- 6 seconds.
 QG0622
 QG0622.The orthometric height was determined by differential leveling
 QG0622.and adjusted by the National Geodetic Survey in June 1991..
 QG0622
 QG0622.The geoid height was determined by GEOID03.
 QG0622
 QG0622.The dynamic height is computed by dividing the NAVD 88
 QG0622.geopotential number by the normal gravity value computed on the
 QG0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0622.degrees latitude (g = 980.6199 gals.).
 QG0622
 QG0622.The modeled gravity was interpolated from observed gravity values.
 QG0622
 QG0622;                    North         East    Units  Estimated Accuracy
 QG0622;SPC ME E     -   214,330.      297,940.      MT  (+/- 180 meters Scaled)
 QG0622
 QG0622                          SUPERSEDED SURVEY CONTROL
 QG0622
 QG0622  NGVD 29 (??/??/92)  123.988  (m)          406.78   (f) ADJ UNCH    2 0
 QG0622
 QG0622.Superseded values are not recommended for survey control.
 QG0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0622.See file dsdata.txt to determine how the superseded data were derived.
 QG0622
 QG0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL369492(NAD 83)
 QG0622_MARKER: DR = REFERENCE MARK DISK
 QG0622_SETTING: 66 = SET IN ROCK OUTCROP
 QG0622_SP_SET: ROCK OUTCROP
 QG0622_STAMPING: NICATOU NO 2 1958
 QG0622_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0622+STABILITY: POSITION/ELEVATION WELL
 QG0622
 QG0622  HISTORY     - Date     Condition        Report By
 QG0622  HISTORY     - 1958     MONUMENTED       CGS
 QG0622  HISTORY     - 1959     GOOD             NGS
 QG0622  HISTORY     - 1981     GOOD             NGS
 QG0622  HISTORY     - 19930626 GOOD             USPSQD
 QG0622
 QG0622                          STATION DESCRIPTION
 QG0622
 QG0622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QG0622'1.2 MI SSE FROM MEDWAY.
 QG0622'1.1 MILE SOUTH-SOUTHEAST ALONG STATE HIGHWAY 116 FROM THE
 QG0622'SOUTH END OF THE LARGE STEEL BRIDGE OVER THE WEST BRANCH OF THE
 QG0622'PENOBSCOT RIVER AT MEDWAY, THENCE 0.1 MILE SOUTH ALONG A
 QG0622'DIM ROAD, THENCE 0.05 MILE EAST UPHILL TO TOP OF A RIDGE, AT
 QG0622'A CLEARING, SET IN THE TOP OF A 3-BY-2-FOOT OUTCROP WHICH
 QG0622'PROJECTS 1 FOOT ABOVE THE GROUND, 31.3 FEET SOUTHWEST OF THE
 QG0622'STATION.
 QG0622
 QG0622                          STATION RECOVERY (1981)
 QG0622
 QG0622'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 QG0622'RECOVERED IN GOOD CONDITION.
 QG0622
 QG0622                          STATION RECOVERY (1993)
 QG0622
 QG0622'RECOVERY NOTE BY US POWER SQUADRON 1993 (ELG)
 QG0622'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0411 ***********************************************************************
 OB0411  DESIGNATION -  NICHOLS 1860
 OB0411  PID         -  OB0411
 OB0411  STATE/COUNTY-  ME/LINCOLN
 OB0411  USGS QUAD   -  BRISTOL (1969)
 OB0411
 OB0411                         *CURRENT SURVEY CONTROL
 OB0411  ___________________________________________________________________
 OB0411* NAD 83(1996)-  43 58 19.82922(N)    069 33 21.48942(W)     ADJUSTED  
 OB0411* NAVD 88     -        37.     (meters)     121.     (feet)  SCALED    
 OB0411  ___________________________________________________________________
 OB0411  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 OB0411  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 OB0411
 OB0411  HORZ ORDER  -  THIRD
 OB0411
 OB0411.The horizontal coordinates were established by classical geodetic methods
 OB0411.and adjusted by the National Geodetic Survey in March 1998..
 OB0411
 OB0411.The orthometric height was scaled from a topographic map.
 OB0411
 OB0411.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0411
 OB0411.The geoid height was determined by GEOID03.
 OB0411
 OB0411;                    North         East     Units Scale Factor Converg.
 OB0411;SPC ME W     -   126,703.064   949,002.999   MT  0.99999619   +0 25 26.5
 OB0411;UTM  19      - 4,868,932.589   455,404.804   MT  0.99962446   -0 23 09.7
 OB0411
 OB0411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0411!SPC ME W     -   0.99999823  x   0.99999619  =   0.99999442
 OB0411!UTM  19      -   0.99999823  x   0.99962446  =   0.99962269
 OB0411
 OB0411                          SUPERSEDED SURVEY CONTROL
 OB0411
 OB0411  NAD 83(1992)-  43 58 19.83041(N)    069 33 21.48309(W) AD(       ) 3
 OB0411  NAD 83(1986)-  43 58 19.83545(N)    069 33 21.48881(W) AD(       ) 3
 OB0411  NAD 27      -  43 58 19.54000(N)    069 33 23.30600(W) AD(       ) 3
 OB0411
 OB0411.Superseded values are not recommended for survey control.
 OB0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0411.See file dsdata.txt to determine how the superseded data were derived.
 OB0411
 OB0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ5540568933(NAD 83)
 OB0411
 OB0411  HISTORY     - Date     Condition        Report By
 OB0411  HISTORY     - 1860     MONUMENTED       CGS
 OB0411  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0411  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0411
 OB0411                          STATION DESCRIPTION
 OB0411
 OB0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1860 (FPW)
 OB0411'THE STATION IS ON THE ROOF OF OLIVER NICHOLS BARN ABOUT 1/4 MILE
 OB0411'FROM THE E SHORE OF DAMARISCOTTA RIVER, ABOUT 4-1/2 MILES BELOW
 OB0411'DAMARISCOTTA AND IMMEDIATELY ON THE E SIDE OF THE ROAD LEADING
 OB0411'THERETO.  MR. NICHOLS HOUSE IS ABOUT 80 METERS N OF THE BARN.  THE
 OB0411'STATION IS 25-1/2 FEET FROM THE NW CORNER OF THE ROOF AND 26
 OB0411'FEET FROM ITS WESTERN SIDE.  IT IS MARKED BY A COPPER TACK,
 OB0411'WHICH IS SURROUNDED BY 4 OTHERS EACH 3 INCHES FROM THE CENTRAL
 OB0411'MARK.
 OB0411
 OB0411                          STATION RECOVERY (1934)
 OB0411
 OB0411'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0411'STATION LOST.  THE STATION WAS ORIGINALLY MARKED BY COPPER TACKS
 OB0411'IN THE ROOF OF A BARN.
 OB0411
 OB0411                          STATION RECOVERY (1942)
 OB0411
 OB0411'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (HOF)
 OB0411'A SEARCH WAS MADE BUT IT WAS FOUND THAT BOTH THE HOUSE AND BARN
 OB0411'OF MR. NICHOLS HAD BEEN TORN DOWN AND REBUILT, SO OLD LOCATION
 OB0411'OF BARN COULD NOT BE DETERMINED.  STATION IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2174 ***********************************************************************
 PE2174  DESIGNATION -  NICHOLS 1864
 PE2174  PID         -  PE2174
 PE2174  STATE/COUNTY-  ME/PENOBSCOT
 PE2174  USGS QUAD   -  HAMPDEN (1982)
 PE2174
 PE2174                         *CURRENT SURVEY CONTROL
 PE2174  ___________________________________________________________________
 PE2174* NAD 83(1996)-  44 44 49.74642(N)    068 48 31.35208(W)     ADJUSTED  
 PE2174* NAVD 88     -        56.     (meters)     184.     (feet)  SCALED    
 PE2174  ___________________________________________________________________
 PE2174  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 PE2174  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 PE2174
 PE2174  HORZ ORDER  -  THIRD
 PE2174
 PE2174.The horizontal coordinates were established by classical geodetic methods
 PE2174.and adjusted by the National Geodetic Survey in March 1998..
 PE2174
 PE2174.The orthometric height was scaled from a topographic map.
 PE2174
 PE2174.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2174
 PE2174.The geoid height was determined by GEOID03.
 PE2174
 PE2174;                    North         East     Units Scale Factor Converg.
 PE2174;SPC ME E     -   120,093.845   275,554.906   MT  0.99990735   -0 13 02.4
 PE2174;UTM  19      - 4,954,880.588   515,142.827   MT  0.99960282   +0 08 04.8
 PE2174
 PE2174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2174!SPC ME E     -   0.99999516  x   0.99990735  =   0.99990251
 PE2174!UTM  19      -   0.99999516  x   0.99960282  =   0.99959798
 PE2174
 PE2174:                Primary Azimuth Mark                     Grid Az
 PE2174:SPC ME E     -  ORRINGTON 1863                           192 37 57.2
 PE2174:UTM  19      -  ORRINGTON 1863                           192 16 50.0
 PE2174
 PE2174|---------------------------------------------------------------------|
 PE2174| PID    Reference Object                     Distance      Geod. Az  |
 PE2174|                                                           dddmmss.s |
 PE2174| PE2176 ORRINGTON 1863                      APPROX. 2.2 KM 1922454.8 |
 PE2174| PE2157 ORRINGTON CHURCH SPIRE              APPROX. 2.2 KM 2164334.8 |
 PE2174| PE2159 HAMPDEN CLOCKFACE BELFRY DOME       APPROX. 3.2 KM 2395522.8 |
 PE2174| PE2165 HAMPDEN BAPTIST CHURCH              APPROX. 2.5 KM 2495334.3 |
 PE2174| PE2168 HAMPDEN CONGREGATIONAL CHURCH       APPROX. 2.2 KM 2682502.8 |
 PE2174|---------------------------------------------------------------------|
 PE2174
 PE2174                          SUPERSEDED SURVEY CONTROL
 PE2174
 PE2174  NAD 83(1992)-  44 44 49.74334(N)    068 48 31.34650(W) AD(       ) 3
 PE2174  NAD 83(1986)-  44 44 49.74187(N)    068 48 31.34769(W) AD(       ) 3
 PE2174  NAD 27      -  44 44 49.49000(N)    068 48 33.23000(W) AD(       ) 3
 PE2174
 PE2174.Superseded values are not recommended for survey control.
 PE2174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2174.See file dsdata.txt to determine how the superseded data were derived.
 PE2174
 PE2174_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1514354881(NAD 83)
 PE2174
 PE2174  HISTORY     - Date     Condition        Report By
 PE2174  HISTORY     - 1864     MONUMENTED       CGS
 PE2174  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2174  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE2174
 PE2174                          STATION DESCRIPTION
 PE2174
 PE2174'DESCRIBED BY COAST AND GEODETIC SURVEY 1864 (SCM)
 PE2174'STATION IS ON A HILL IN THE TOWNSHIP OF ORRINGTON, E BANK OF
 PE2174'THE PENOBSCOT RIVER, KNOWN AS BAKERS HILL, ON LAND BELONGING TO
 PE2174'ROBERT M. NICHOLS QUITE CLOSE TO BREWER AND BANGOR ROAD.  THE
 PE2174'CENTER IS MARKED WITH AN IRON CONE SUNK BELOW THE SURFACE OF THE
 PE2174'GROUND WITH ROCKS PILED UPON THE TOP.  THE FOLLOWING REFERENCES
 PE2174'ARE GIVEN--TO W CORNER OF HOUSE S, 169.5 FEET.  TO FENCE IN
 PE2174'DIRECTION OF HORSEBACK 184.4 FEET.
 PE2174
 PE2174                          STATION RECOVERY (1934)
 PE2174
 PE2174'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2174'THE STATION IS LOST.  THERE ARE SEVERAL HOUSES AND FENCES ON
 PE2174'THIS HILL AT THE PRESENT TIME AND THE ONES MENTIONED IN THE
 PE2174'DESCRIPTION AS REFERENCES TO THE UNDERGROUND MARK COULD NOT BE
 PE2174'IDENTIFIED WITH ANY CERTAINTY.
 PE2174
 PE2174                          STATION RECOVERY (1944)
 PE2174
 PE2174'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE2174'STATION COULD NOT BE FOUND.  THE SUMMIT OF THE HILL WAS
 PE2174'THOROUGHLY SEARCHED BUT THERE WAS NO EVIDENCE OF THE STATION OR
 PE2174'ANY REFERENCE MARKS THAT COULD BE POSITIVELY IDENTIFIED.  LOCAL
 PE2174'INQUIRY REVEALED NOTHING CONCERNING STATION.  IT SHOULD BE
 PE2174'CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1078 ***********************************************************************
 PD1078  DESIGNATION -  NICK 1945
 PD1078  PID         -  PD1078
 PD1078  STATE/COUNTY-  ME/WASHINGTON
 PD1078  USGS QUAD   -  PETIT MANAN POINT (1977)
 PD1078
 PD1078                         *CURRENT SURVEY CONTROL
 PD1078  ___________________________________________________________________
 PD1078* NAD 83(1996)-  44 28 28.23259(N)    067 58 29.81381(W)     ADJUSTED  
 PD1078* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 PD1078  ___________________________________________________________________
 PD1078  LAPLACE CORR-           3.84  (seconds)                    DEFLEC99
 PD1078  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 PD1078
 PD1078  HORZ ORDER  -  THIRD
 PD1078
 PD1078.The horizontal coordinates were established by classical geodetic methods
 PD1078.and adjusted by the National Geodetic Survey in March 1998..
 PD1078
 PD1078.The orthometric height was scaled from a topographic map.
 PD1078
 PD1078.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1078
 PD1078.The geoid height was determined by GEOID03.
 PD1078
 PD1078;                    North         East     Units Scale Factor Converg.
 PD1078;SPC ME E     -    89,887.407   341,771.157   MT  0.99992145   +0 22 04.3
 PD1078;UTM  19      - 4,925,088.656   581,524.890   MT  0.99968173   +0 43 05.5
 PD1078
 PD1078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD1078!SPC ME E     -   1.00000249  x   0.99992145  =   0.99992394
 PD1078!UTM  19      -   1.00000249  x   0.99968173  =   0.99968422
 PD1078
 PD1078:                Primary Azimuth Mark                     Grid Az
 PD1078:SPC ME E     -  STEUBEN CHURCH SPIRE                     013 56 48.6
 PD1078:UTM  19      -  STEUBEN CHURCH SPIRE                     013 35 47.4
 PD1078
 PD1078|---------------------------------------------------------------------|
 PD1078| PID    Reference Object                     Distance      Geod. Az  |
 PD1078|                                                           dddmmss.s |
 PD1078| PD1166 STEUBEN CHURCH SPIRE                APPROX. 4.1 KM 0141852.9 |
 PD1078| PD1075 NEWMAN RESET                        APPROX. 6.0 KM 1815211.5 |
 PD1078|---------------------------------------------------------------------|
 PD1078
 PD1078                          SUPERSEDED SURVEY CONTROL
 PD1078
 PD1078  NAD 83(1992)-  44 28 28.23053(N)    067 58 29.81718(W) AD(       ) 3
 PD1078  NAD 83(1986)-  44 28 28.22784(N)    067 58 29.82120(W) AD(       ) 3
 PD1078  NAD 27      -  44 28 27.94100(N)    067 58 31.81500(W) AD(       ) 3
 PD1078
 PD1078.Superseded values are not recommended for survey control.
 PD1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1078.See file dsdata.txt to determine how the superseded data were derived.
 PD1078
 PD1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK8152525089(NAD 83)
 PD1078
 PD1078  HISTORY     - Date     Condition        Report By
 PD1078  HISTORY     - 1945     MONUMENTED       CGS
 PD1078
 PD1078                          STATION DESCRIPTION
 PD1078
 PD1078'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (FLP)
 PD1078'STATION IS SET IN LEDGE ROCK ON THE TOP OF THE HILL, ON THE N
 PD1078'SIDE OF ROGERS POINT, AND ON THE E SIDE OF GOULDSBORO BAY.  STATION
 PD1078'IS 2.7 MILES S OF THE CROSS ROADS AT STEUBEN.  TO REACH STATION
 PD1078'FROM THE CROSS ROADS AT STEUBEN, GO S 2.7 MILES ON TAR-AND-DIRT
 PD1078'ROAD TO ROGERS POINT, AND PROCEED TO THE TOP OF HILL WHERE STATION
 PD1078'IS SET IN LEDGE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0381 ***********************************************************************
 QH0381  DESIGNATION -  NICOLLET
 QH0381  PID         -  QH0381
 QH0381  STATE/COUNTY-  ME/OXFORD
 QH0381  USGS QUAD   -  TWIN PEAKS (1990)
 QH0381
 QH0381                         *CURRENT SURVEY CONTROL
 QH0381  ___________________________________________________________________
 QH0381* NAD 83(1996)-  45 18 48.23361(N)    070 59 21.30154(W)     ADJUSTED  
 QH0381* NAVD 88     -       701.     (meters)    2300.     (feet)  SCALED    
 QH0381  ___________________________________________________________________
 QH0381  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 QH0381  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 QH0381
 QH0381  HORZ ORDER  -  SECOND
 QH0381
 QH0381.The horizontal coordinates were established by classical geodetic methods
 QH0381.and adjusted by the National Geodetic Survey in March 1998..
 QH0381
 QH0381.The orthometric height was scaled from a topographic map.
 QH0381
 QH0381.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0381
 QH0381.The geoid height was determined by GEOID03.
 QH0381
 QH0381;                    North         East     Units Scale Factor Converg.
 QH0381;SPC ME W     -   275,889.155   835,498.591   MT  1.00001780   -0 35 05.5
 QH0381;UTM  19      - 5,019,690.750   344,073.990   MT  0.99989894   -1 24 52.4
 QH0381
 QH0381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0381!SPC ME W     -   0.99989418  x   1.00001780  =   0.99991197
 QH0381!UTM  19      -   0.99989418  x   0.99989894  =   0.99979313
 QH0381
 QH0381:                Primary Azimuth Mark                     Grid Az
 QH0381:SPC ME W     -  FISH IBC                                 344 46 31.2
 QH0381:UTM  19      -  FISH IBC                                 345 36 18.1
 QH0381
 QH0381|---------------------------------------------------------------------|
 QH0381| PID    Reference Object                     Distance      Geod. Az  |
 QH0381|                                                           dddmmss.s |
 QH0381| QH0514 FISH IBC                            APPROX. 3.5 KM 3441125.7 |
 QH0381|---------------------------------------------------------------------|
 QH0381
 QH0381                          SUPERSEDED SURVEY CONTROL
 QH0381
 QH0381  NAD 83(1992)-  45 18 48.23315(N)    070 59 21.29901(W) AD(       ) 2
 QH0381  NAD 83(1992)-  45 18 48.23949(N)    070 59 21.29488(W) AD(       ) 2
 QH0381  NAD 83(1986)-  45 18 48.23718(N)    070 59 21.29779(W) AD(       ) 2
 QH0381  NAD 27      -  45 18 48.06900(N)    070 59 23.03700(W) AD(       ) 2
 QH0381
 QH0381.Superseded values are not recommended for survey control.
 QH0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0381.See file dsdata.txt to determine how the superseded data were derived.
 QH0381
 QH0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL4407419691(NAD 83)
 QH0381_MARKER: DD = SURVEY DISK
 QH0381_SETTING: 80 = SET IN A BOULDER
 QH0381_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 QH0381_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QH0381+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2006
 QH0381
 QH0381  HISTORY     - Date     Condition        Report By
 QH0381  HISTORY     - 1916     MONUMENTED       IBC
 QH0381  HISTORY     - 20060825 GOOD             GEOCAC
 QH0381
 QH0381                          STATION DESCRIPTION
 QH0381
 QH0381'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1916 (JH)
 QH0381'IN TOWNSHIP 4, RANGE 6, ON THE MORE EASTERLY OF THE TWO PEAKS OF
 QH0381'MOUNT NICOLLET, A MOUNTAIN THAT IS VERY STEEP ON ITS EAST SIDE, 1-3/4
 QH0381'MILES SOUTHEAST OF MARBLE MOUNTAIN, AND 1-1/4 MILES EAST OF MONUMENT
 QH0381'472.  THE STATION IS ON THE HIGHEST POINT OF THE PEAK NEAR THE CENTER
 QH0381'OF THE TOP.
 QH0381'
 QH0381'STATION MARK--A BRONZE DISK CEMENTED IN A BOULDER WHICH WAS SET IN
 QH0381'THE EARTH.
 QH0381
 QH0381                          STATION RECOVERY (2006)
 QH0381
 QH0381'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 QH0381'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 QH0381' 
 QH0381'THE PEAK IS NOW KNOW AS 'TWIN PEAKS'.  THE NAME 'NICOLLET' DOES NOT
 QH0381'APPEAR ON ANY AVAILABLE MAPS. THERE ARE TWO SMALL MOUNDS 3-4 FEET HIGH
 QH0381'ON THIS SUMMIT.  THE STATION IS ON THE NORTHERLY OF THE TWO.  A HIKERS
 QH0381'REGISTER (GLASS JAR) WAS ON THE OTHER BUMP.
 QH0381' 
 QH0381'THE STATION IS MOUNTED ON THE SLANTED FACE OF A BOULDER.  ALTHOUGH A
 QH0381'STATION WOULD NORMALLY BE EXPECTED TO BE MOUNTED HORIZONTALLY, THE
 QH0381'BOULDER DID NOT APPEAR TO HAVE BEEN DISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0649 ***********************************************************************
 PD0649  DESIGNATION -  NIL
 PD0649  PID         -  PD0649
 PD0649  STATE/COUNTY-  ME/WASHINGTON
 PD0649  USGS QUAD   -  EASTPORT (1977)
 PD0649
 PD0649                         *CURRENT SURVEY CONTROL
 PD0649  ___________________________________________________________________
 PD0649* NAD 83(1996)-  44 57 41.98764(N)    067 02 16.74162(W)     ADJUSTED  
 PD0649* NAVD 88     -         9.5    (meters)      31.     (feet)  VERTCON   
 PD0649  ___________________________________________________________________
 PD0649  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 PD0649  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 PD0649
 PD0649  HORZ ORDER  -  THIRD
 PD0649
 PD0649.The horizontal coordinates were established by classical geodetic methods
 PD0649.and adjusted by the National Geodetic Survey in March 1998..
 PD0649
 PD0649.The NAVD 88 height was computed by applying the VERTCON shift value to
 PD0649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PD0649
 PD0649.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0649
 PD0649.The geoid height was determined by GEOID03.
 PD0649
 PD0649;                    North         East     Units Scale Factor Converg.
 PD0649;SPC ME E     -   144,923.506   415,340.699   MT  1.00006354   +1 01 59.6
 PD0649;UTM  19      - 4,980,564.231   654,740.061   MT  0.99989444   +1 23 12.1
 PD0649
 PD0649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0649!SPC ME E     -   1.00000206  x   1.00006354  =   1.00006560
 PD0649!UTM  19      -   1.00000206  x   0.99989444  =   0.99989650
 PD0649
 PD0649                          SUPERSEDED SURVEY CONTROL
 PD0649
 PD0649  NAD 83(1992)-  44 57 41.97761(N)    067 02 16.74258(W) AD(       ) 3
 PD0649  NAD 83(1986)-  44 57 41.97602(N)    067 02 16.74105(W) AD(       ) 3
 PD0649  NGVD 29 (09/20/87)    9.7    (m)           32.     (f) VERT ANG       
 PD0649
 PD0649.Superseded values are not recommended for survey control.
 PD0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0649.See file dsdata.txt to determine how the superseded data were derived.
 PD0649
 PD0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5474080564(NAD 83)
 PD0649_MARKER: DD = SURVEY DISK
 PD0649_SETTING: 66 = SET IN ROCK OUTCROP
 PD0649_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 PD0649_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0649_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0649+STABILITY: POSITION/ELEVATION WELL
 PD0649
 PD0649  HISTORY     - Date     Condition        Report By
 PD0649  HISTORY     - 1985     MONUMENTED       NOS
 PD0649
 PD0649                          STATION DESCRIPTION
 PD0649
 PD0649'DESCRIBED BY NATIONAL OCEAN SERVICE 1985 (JGF)
 PD0649'THE STATION IS LOCATED ON THE HIGHEST AND MOST NORTHERLY POINT OF
 PD0649'AN UNNAMED ISLAND WHICH LIES BETWEEN PLEASANT POINT AND FROST ISLAND
 PD0649'IN PASSAMAQUODDY BAY
 PD0649'
 PD0649'TO REACH THE STATION, MAKE A LANDING ON THE NORTH SIDE OF THE
 PD0649'ISLAND.
 PD0649'
 PD0649'THE STATION IS BRONZE DISK STAMPED---8519200---,CEMENTED IN A DRILL
 PD0649'HOLE IN THE ROCK OUTCROP.
 PD0649'
 PD0649'IT IS LOCATED,
 PD0649'24.8 METERS (81.36 FT) FROM THE HIGH WATER LINE.
 PD0649'
 PD0649'HEIGHT OF LIGHT SHOWN WAS 1.6 METERS ABOVE THE MARK.
 PD0649'DESCRIBED BY J. G. FREDERICK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0650 ***********************************************************************
 PD0650  DESIGNATION -  NIPP
 PD0650  PID         -  PD0650
 PD0650  STATE/COUNTY-  ME/WASHINGTON
 PD0650  USGS QUAD   -  EASTPORT (1977)
 PD0650
 PD0650                         *CURRENT SURVEY CONTROL
 PD0650  ___________________________________________________________________
 PD0650* NAD 83(1996)-  44 55 33.95086(N)    067 03 08.81097(W)     ADJUSTED  
 PD0650* NAVD 88     -         4.6    (meters)      15.     (feet)  VERTCON   
 PD0650  ___________________________________________________________________
 PD0650  LAPLACE CORR-           3.00  (seconds)                    DEFLEC99
 PD0650  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 PD0650
 PD0650  HORZ ORDER  -  THIRD
 PD0650
 PD0650.The horizontal coordinates were established by classical geodetic methods
 PD0650.and adjusted by the National Geodetic Survey in March 1998..
 PD0650
 PD0650.The NAVD 88 height was computed by applying the VERTCON shift value to
 PD0650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PD0650
 PD0650.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0650
 PD0650.The geoid height was determined by GEOID03.
 PD0650
 PD0650;                    North         East     Units Scale Factor Converg.
 PD0650;SPC ME E     -   140,950.971   414,270.183   MT  1.00006051   +1 01 20.5
 PD0650;UTM  19      - 4,976,585.844   653,694.243   MT  0.99989047   +1 22 32.2
 PD0650
 PD0650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0650!SPC ME E     -   1.00000282  x   1.00006051  =   1.00006333
 PD0650!UTM  19      -   1.00000282  x   0.99989047  =   0.99989329
 PD0650
 PD0650                          SUPERSEDED SURVEY CONTROL
 PD0650
 PD0650  NAD 83(1992)-  44 55 33.94076(N)    067 03 08.81177(W) AD(       ) 3
 PD0650  NAD 83(1986)-  44 55 33.94059(N)    067 03 08.81175(W) AD(       ) 3
 PD0650  NGVD 29 (09/20/87)    4.8    (m)           16.     (f) VERT ANG       
 PD0650
 PD0650.Superseded values are not recommended for survey control.
 PD0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0650.See file dsdata.txt to determine how the superseded data were derived.
 PD0650
 PD0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5369476586(NAD 83)
 PD0650_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PD0650_SETTING: 66 = SET IN ROCK OUTCROP
 PD0650_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 PD0650_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0650_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0650+STABILITY: POSITION/ELEVATION WELL
 PD0650
 PD0650  HISTORY     - Date     Condition        Report By
 PD0650  HISTORY     - UNK      MONUMENTED
 PD0650  HISTORY     - 1985     GOOD             NOS
 PD0650
 PD0650                          STATION DESCRIPTION
 PD0650
 PD0650'DESCRIBED BY NATIONAL OCEAN SERVICE 1985 (WVH)
 PD0650'THE STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF LUBEC, ABOUT
 PD0650'THREE MILES NORTHWEST OF EASTPORT, IN COBSCOOK BAY, NEAR THE WEST
 PD0650'END OF NIPPS ISLAND.
 PD0650'
 PD0650'THE STATION WAS REACHED BY SMALL BOAT FROM EASTPORT.  MUDFLATS
 PD0650'SURROUND THE ISLAND AT LOW TIDE.
 PD0650'
 PD0650'THE STATION IS A C+GS TOPOGRAPHIC DISK STAMPED---NIPP 1946---,
 PD0650'CEMENTED IN A DRILL HOLE IN A PARTIALLY EXPOSED BOULDER AT THE
 PD0650'WESTERN END OF THE LOW DIRT COVERED ISLAND.  NO PREVIOUS
 PD0650'DESCRIPTION NOR POSITION COULD BE FOUND FOR THE SURVEY MARK.
 PD0650'
 PD0650'HEIGHT OF LIGHT SHOWN WAS 1.3 METERS ABOVE THE MARK.
 PD0650'
 PD0650'DESCRIBED BY G.E.L.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2632 ***********************************************************************
 OC2632  DESIGNATION -  NIPPIN
 OC2632  PID         -  OC2632
 OC2632  STATE/COUNTY-  ME/YORK
 OC2632  USGS QUAD   -  STANDISH (1983)
 OC2632
 OC2632                         *CURRENT SURVEY CONTROL
 OC2632  ___________________________________________________________________
 OC2632* NAD 83(1996)-  43 38 42.12776(N)    070 35 06.77501(W)     ADJUSTED  
 OC2632* NAVD 88     -        82.4    (meters)     270.     (feet)  VERTCON   
 OC2632  ___________________________________________________________________
 OC2632  LAPLACE CORR-           4.02  (seconds)                    DEFLEC99
 OC2632  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 OC2632
 OC2632  HORZ ORDER  -  SECOND
 OC2632
 OC2632.The horizontal coordinates were established by classical geodetic methods
 OC2632.and adjusted by the National Geodetic Survey in March 1998..
 OC2632
 OC2632.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2632
 OC2632.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2632
 OC2632.The geoid height was determined by GEOID03.
 OC2632
 OC2632;                    North         East     Units Scale Factor Converg.
 OC2632;SPC ME W     -    90,260.121   866,231.426   MT  0.99998069   -0 17 20.0
 OC2632;UTM  19      - 4,833,669.784   372,150.712   MT  0.99980105   -1 05 39.3
 OC2632
 OC2632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2632!SPC ME W     -   0.99999126  x   0.99998069  =   0.99997195
 OC2632!UTM  19      -   0.99999126  x   0.99980105  =   0.99979231
 OC2632
 OC2632|---------------------------------------------------------------------|
 OC2632| PID    Reference Object                     Distance      Geod. Az  |
 OC2632|                                                           dddmmss.s |
 OC2632| OC2631 NIPPIN 1976 A PT                     11.976 METERS 02551     |
 OC2632| CE8343 NIPPIN RM 1                          12.575 METERS 12435     |
 OC2632| OC2643 NIPPIN AZ MK A PT                   335.565 METERS 17826     |
 OC2632| OC2644 NIPPIN AZ MK                        339.487 METERS 17856     |
 OC2632| CE8344 NIPPIN RM 2                          21.085 METERS 20814     |
 OC2632| OC2687 OSSIPEE LOT                         APPROX.14.0 KM 2425703.0 |
 OC2632|---------------------------------------------------------------------|
 OC2632
 OC2632                          SUPERSEDED SURVEY CONTROL
 OC2632
 OC2632  NAD 83(1992)-  43 38 42.12637(N)    070 35 06.77643(W) AD(       ) 2
 OC2632  NAD 83(1986)-  43 38 42.13287(N)    070 35 06.78214(W) AD(       ) 2
 OC2632  NAD 27      -  43 38 41.84391(N)    070 35 08.58631(W) AD(       ) 2
 OC2632  NGVD 29 (07/19/86)   82.6    (m)          271.     (f) VERT ANG       
 OC2632
 OC2632.Superseded values are not recommended for survey control.
 OC2632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2632.See file dsdata.txt to determine how the superseded data were derived.
 OC2632
 OC2632_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ7215133670(NAD 83)
 OC2632_MARKER: DS = TRIANGULATION STATION DISK
 OC2632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC2632_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC2632
 OC2632  HISTORY     - Date     Condition        Report By
 OC2632  HISTORY     - 1976     MONUMENTED       NGS
 OC2632
 OC2632                          STATION DESCRIPTION
 OC2632
 OC2632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (1JL)
 OC2632'THE STATION IS LOCATED ABOUT 1.5 MILES SOUTHEAST OF WEST
 OC2632'BUXTON, 3.0 MILES NORTHWEST OF BAR MILLS AND 2.5 MILES WEST
 OC2632'OF BUXTON CENTER ON PROPERTY OWNED BY THE STATE OF MAINE.
 OC2632'
 OC2632'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 4A
 OC2632'AND 112 AT TRORY HILL IN THE TOWN OF BUXTON, GO NORTH ON
 OC2632'THE JUNCTION WITH STATE ROUTE 4 AND U.S. ROUTE 202 AT
 OC2632'BAR MILLS. STAY ON ROUTE 112 FOR 4.7 MILES TO A SHARP CURVE
 OC2632'TO THE RIGHT AND THE AZIMUTH MARK ON THE LEFT. CONTINUE ON
 OC2632'ROUTE 112 FOR 0.2 MILE TO THE BACK NIPPIN ROAD ON THE RIGHT.
 OC2632'THIS INTERSECTION FORMS A TRIANGLE AND THE STATION IS
 OC2632'IN THE TRIANGLE.  NO UNDERGROUND MARK WAS SET BEACUSE OF
 OC2632'SUBSURFACE WATER.
 OC2632'
 OC2632'THE STATION MARK IS A STANDARD DISK STAMPED--NIPPIN 1976--,
 OC2632'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST WHICH
 OC2632'IS SET FLUSH WITH THE GROUND SURFACE. IT IS 36.5 FEET EAST
 OC2632'OF THE CENTERLINE OF ROUTE 112, 5.7 FEET SOUTH OF POWER POLE
 OC2632'NUMBER 11241 AND 3.0 FEET WEST OF A METAL WITNESS POST,
 OC2632'
 OC2632'REFERENCE MARK 1 IS A STANDARD DISK STAMPED--NIPPIN NO 1 1976--
 OC2632'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST WHICH PROJECTS
 OC2632'0.1 INCH. IT IS 55.0 FEET EAST OF THE CENTERLINE OF ROUTE 112,
 OC2632'46.0 FEET SOUTH-SOUTHEAST OF POWER POLE NUMBER 41 AND  3.9 FEET
 OC2632'NORTH-NORTHWEST OF A METAL WITNESS POST.
 OC2632'
 OC2632'REFERNCE MARK 2 IS A STANDARD IS DISK STAMPED--NIPPIN NO 2 1976--
 OC2632'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST WHICH IS
 OC2632'FLUSH WITH THE GROUND SURFACE.  IT IS 21.0 FEET WEST OF THE
 OC2632'CENTERLINE OF ROUTE 112, 5.6 FEET NORTH OF POWER POLE NUMBER
 OC2632'5.6 FEET NORTH OF POWER POLE NUMBER 41.1 AND 3.5 FEET EAST OF
 OC2632'A METAL WITNESS POST.
 OC2632'
 OC2632'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED--NIPPIN
 OC2632'AZ 1976--SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST
 OC2632'WHICH PROJECTS 2-INCHES.  IT IS 24.0 FEET WEST OF THE CENTERLINE
 OC2632'OF ROUTE 112, 6.4 FEET NORTH-NORTHWEST OF POWER POLE NUMBER 76
 OC2632'AND 3.3 FEET EAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0844 ***********************************************************************
 PD0844  DESIGNATION -  NIPPS ISLAND
 PD0844  PID         -  PD0844
 PD0844  STATE/COUNTY-  ME/WASHINGTON
 PD0844  USGS QUAD   -  EASTPORT (1977)
 PD0844
 PD0844                         *CURRENT SURVEY CONTROL
 PD0844  ___________________________________________________________________
 PD0844* NAD 83(1996)-  44 55 34.01158(N)    067 03 08.07818(W)     ADJUSTED  
 PD0844* NAVD 88     -                                                        
 PD0844  ___________________________________________________________________
 PD0844  LAPLACE CORR-           3.00  (seconds)                    DEFLEC99
 PD0844  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 PD0844
 PD0844  HORZ ORDER  -  THIRD
 PD0844
 PD0844.The horizontal coordinates were established by classical geodetic methods
 PD0844.and adjusted by the National Geodetic Survey in March 1998..
 PD0844
 PD0844
 PD0844.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0844
 PD0844.The geoid height was determined by GEOID03.
 PD0844
 PD0844;                    North         East     Units Scale Factor Converg.
 PD0844;SPC ME E     -   140,953.132   414,286.218   MT  1.00006056   +1 01 21.0
 PD0844;UTM  19      - 4,976,588.104   653,710.261   MT  0.99989053   +1 22 32.7
 PD0844
 PD0844                          SUPERSEDED SURVEY CONTROL
 PD0844
 PD0844  NAD 83(1992)-  44 55 34.00131(N)    067 03 08.07898(W) AD(       ) 4
 PD0844  NAD 83(1986)-  44 55 33.99925(N)    067 03 08.07961(W) AD(       ) 4
 PD0844  NAD 27      -  44 55 33.72000(N)    067 03 10.16000(W) AD(       ) 3
 PD0844
 PD0844.Superseded values are not recommended for survey control.
 PD0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0844.See file dsdata.txt to determine how the superseded data were derived.
 PD0844
 PD0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5371076588(NAD 83)
 PD0844_MARKER: Z = SEE DESCRIPTION
 PD0844_SETTING: 0 = UNSPECIFIED SETTING
 PD0844_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0844_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PD0844
 PD0844  HISTORY     - Date     Condition        Report By
 PD0844  HISTORY     - 1887     MONUMENTED       CGS
 PD0844  HISTORY     - 1985     MARK NOT FOUND   NOS
 PD0844
 PD0844                          STATION DESCRIPTION
 PD0844
 PD0844'DESCRIBED BY NATIONAL OCEAN SERVICE 1985 (WVH)
 PD0844'THE STATION NOT RECOVERED AT THIS DATE.
 PD0844'NO ORIGINAL TEXT WAS AVAILABLE.  IN SEARCHING THE SMALL ISLAND
 PD0844'A USCGS TOPOGRAPHIC DISK, STAMPED---NIPP 1946---WAS FOUND.
 PD0844'THIS WAS POSITIONED IN 1985 AND AN INVERSE DIRECTION AND DISTANCE
 PD0844'COMPUTED TO NIPPS ISLAND.  THE MEASURED LOCATION WAS IN A ROCK LEDGE
 PD0844'BUT NO INDICATION OF A STATION COULD BE FOUND.
 PD0844'
 PD0844'DESCRIBED BY G.E.L.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1005 ***********************************************************************
 PD1005  DESIGNATION -  NO 3
 PD1005  PID         -  PD1005
 PD1005  STATE/COUNTY-  ME/WASHINGTON
 PD1005  USGS QUAD   -  ROQUE BLUFFS (1975)
 PD1005
 PD1005                         *CURRENT SURVEY CONTROL
 PD1005  ___________________________________________________________________
 PD1005* NAD 83(1996)-  44 36 34.23519(N)    067 25 14.35137(W)     ADJUSTED  
 PD1005* NAVD 88     -                                                        
 PD1005  ___________________________________________________________________
 PD1005  LAPLACE CORR-           4.93  (seconds)                    DEFLEC99
 PD1005  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 PD1005
 PD1005  HORZ ORDER  -  THIRD
 PD1005
 PD1005.The horizontal coordinates were established by classical geodetic methods
 PD1005.and adjusted by the National Geodetic Survey in March 1998..
 PD1005
 PD1005
 PD1005.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1005
 PD1005.The geoid height was determined by GEOID03.
 PD1005
 PD1005;                    North         East     Units Scale Factor Converg.
 PD1005;SPC ME E     -   105,320.202   385,670.657   MT  0.99999023   +0 45 28.9
 PD1005;UTM  19      - 4,940,786.496   625,319.517   MT  0.99979313   +1 06 33.4
 PD1005
 PD1005                          SUPERSEDED SURVEY CONTROL
 PD1005
 PD1005  NAD 83(1992)-  44 36 34.23084(N)    067 25 14.34927(W) AD(       ) 4
 PD1005  NAD 83(1986)-  44 36 34.22670(N)    067 25 14.35182(W) AD(       ) 4
 PD1005  NAD 27      -  44 36 33.95000(N)    067 25 16.40000(W) AD(       ) 3
 PD1005
 PD1005.Superseded values are not recommended for survey control.
 PD1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1005.See file dsdata.txt to determine how the superseded data were derived.
 PD1005
 PD1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK2532040786(NAD 83)
 PD1005
 PD1005  HISTORY     - Date     Condition        Report By
 PD1005  HISTORY     - UNK      MONUMENTED
 PD1005  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD1005  HISTORY     - 1959     SEE DESCRIPTION  CGS
 PD1005
 PD1005                          STATION DESCRIPTION
 PD1005
 PD1005'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD1005'ALTHOUGH AN EXTENSIVE SEARCH WAS CONDUCTED IN THE AREA OF THE
 PD1005'PLOTTED POSITION, NO EVIDENCE OF THE STATION COULD BE FOUND.
 PD1005
 PD1005                          STATION RECOVERY (1959)
 PD1005
 PD1005'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GFW)
 PD1005'THERE IS NO PREVIOUS DESCRIPTION OF THIS STATION.  THE AREA WAS
 PD1005'CAREFULLY SEARCHED BY A THREE MAN PARTY WITH NO RESULTS.  THE
 PD1005'STATION MAY STILL BE IN EXISTENCE BUT WILL REQUIRE MORE INFORMATION
 PD1005'THAN IS AVAILABLE FOR ITS RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1325 ***********************************************************************
 QG1325  DESIGNATION -  NO 4 MTN LO
 QG1325  PID         -  QG1325
 QG1325  STATE/COUNTY-  ME/PISCATAQUIS
 QG1325  USGS QUAD   -  NUMBER FOUR MTN (1988)
 QG1325
 QG1325                         *CURRENT SURVEY CONTROL
 QG1325  ___________________________________________________________________
 QG1325* NAD 83(1996)-  45 36 48.07273(N)    069 24 27.89204(W)     ADJUSTED  
 QG1325* NAVD 88     -       882.1    (meters)    2894.     (feet)  VERTCON   
 QG1325  ___________________________________________________________________
 QG1325  LAPLACE CORR-           3.89  (seconds)                    DEFLEC99
 QG1325  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 QG1325
 QG1325  HORZ ORDER  -  SECOND
 QG1325
 QG1325.The horizontal coordinates were established by classical geodetic methods
 QG1325.and adjusted by the National Geodetic Survey in March 1998..
 QG1325
 QG1325.The NAVD 88 height was computed by applying the VERTCON shift value to
 QG1325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QG1325
 QG1325.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1325
 QG1325.The geoid height was determined by GEOID03.
 QG1325
 QG1325;                    North         East     Units Scale Factor Converg.
 QG1325;SPC ME E     -   216,704.259   229,201.832   MT  0.99996161   -0 38 55.4
 QG1325;SPC ME W     -   309,176.297   959,194.484   MT  1.00000973   +0 32 32.5
 QG1325;UTM  19      - 5,051,170.722   468,207.960   MT  0.99961243   -0 17 29.0
 QG1325
 QG1325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1325!SPC ME E     -   0.99986552  x   0.99996161  =   0.99982713
 QG1325!SPC ME W     -   0.99986552  x   1.00000973  =   0.99987525
 QG1325!UTM  19      -   0.99986552  x   0.99961243  =   0.99947800
 QG1325
 QG1325|---------------------------------------------------------------------|
 QG1325| PID    Reference Object                     Distance      Geod. Az  |
 QG1325|                                                           dddmmss.s |
 QG1325| DA5237 NO 4 MTN LO RM 1                     15.722 METERS 03526     |
 QG1325| QG1324 NO 4 MTN LO RM                        6.875 METERS 22025     |
 QG1325| QG1368 LILY BAY                            APPROX. 8.6 KM 2583707.4 |
 QG1325|---------------------------------------------------------------------|
 QG1325
 QG1325                          SUPERSEDED SURVEY CONTROL
 QG1325
 QG1325  NAD 83(1992)-  45 36 48.07084(N)    069 24 27.88468(W) AD(       ) 2
 QG1325  NAD 83(1986)-  45 36 48.07381(N)    069 24 27.89550(W) AD(       ) 2
 QG1325  NAD 27      -  45 36 47.91700(N)    069 24 29.70500(W) AD(       ) 2
 QG1325  NGVD 29 (07/19/86)  882.2    (m)         2894.     (f) VERT ANG       
 QG1325
 QG1325.Superseded values are not recommended for survey control.
 QG1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1325.See file dsdata.txt to determine how the superseded data were derived.
 QG1325
 QG1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL6820851171(NAD 83)
 QG1325_MARKER: DS = TRIANGULATION STATION DISK
 QG1325_SETTING: 80 = SET IN A BOULDER
 QG1325_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QG1325
 QG1325  HISTORY     - Date     Condition        Report By
 QG1325  HISTORY     - 1955     MONUMENTED       CGS
 QG1325  HISTORY     - 1978     GOOD             NGS
 QG1325
 QG1325                          STATION DESCRIPTION
 QG1325
 QG1325'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 QG1325'THE STATION IS LOCATED UNDER THE FIRE LOOKOUT TOWER ON THE SUMMIT
 QG1325'OF NO. 4 MOUNTAIN.  IT IS ABOUT 5 MILES AIRLINE SOUTH-SOUTHEAST
 QG1325'OF KOKADJO AND 14 MILES AIRLINE NORTHEAST OF GREENVILLE.
 QG1325'
 QG1325'TO REACH FROM THE U.S. POST OFFICE IN GREENVILLE, GO EAST FOR
 QG1325'0.05 MILE TO THE T-INTERSECTION.  TURN LEFT AND GO NORTH ON
 QG1325'STATE HIGHWAY 15 FOR 12.2 MILES TO THE LILY BAY HOUSE ON THE
 QG1325'LEFT.  CONTINUE ON THE HIGHWAY FOR 6.0 MILES TO A T-ROAD RIGHT AND
 QG1325'SIGN SHERMANS CAMP.  TURN RIGHT ON T-ROAD AND GO EASTERLY FOR 3.4
 QG1325'MILES TO A DIM TRACK ROAD RIGHT AND SIGN LOOKOUT TRAIL.  TURN
 QG1325'RIGHT ON DIM TRACK ROAD AND GO SOUTHERLY FOR 2.4 MILES TO A
 QG1325'CABIN.  CONTINUE ON TRACK ROAD UPHILL ALONG TELEPHONE LINE
 QG1325'FOR 0.5 MILE TO END OF ROAD.  FROM HERE PACK SOUTHERLY ON TRAIL
 QG1325'ALONG TELEPHONE LINE FOR ABOUT 1 MILE TO TOP OF MOUNTAIN AND
 QG1325'THE STATION.
 QG1325'
 QG1325'THE STATION MARK IS A STANDARD DISK STAMPED NO 4 MTN 1955,
 QG1325'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 6 INCHES.  IT
 QG1325'IS AT THE INTERSECTION OF THE DIAGONALS FORMED BY THE FOUR LEGS
 QG1325'OF THE LOOKOUT TOWER.
 QG1325'
 QG1325'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED NO 4 MTN
 QG1325'NO 1 1955, CEMENTED IN A DRILL HOLE IN A 1 X 2-FOOT BOULDER THAT
 QG1325'PROJECTS 1 FOOT.  IT IS 6 FEET WEST OF THE LOOKOUT TRAIL AND
 QG1325'ABOUT 6 FEET LOWER THAN THE STATION.
 QG1325'
 QG1325'REFERENCE MARK NUMBER TWO IS A U.S. GEOLOGICAL SURVEY REFERENCE
 QG1325'DISK, UNSTAMPED, CEMENTED IN A DRILL HOLE IN A LARGE BOULDER
 QG1325'THAT PROJECTS 3 FEET.  IT IS ABOUT 2 FEET LOWER THAN THE STATION.
 QG1325
 QG1325                          STATION RECOVERY (1978)
 QG1325
 QG1325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (DHB)
 QG1325'STATION RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1324 ***********************************************************************
 QG1324  DESIGNATION -  NO 4 MTN LO RM
 QG1324  PID         -  QG1324
 QG1324  STATE/COUNTY-  ME/PISCATAQUIS
 QG1324  USGS QUAD   -  NUMBER FOUR MTN (1988)
 QG1324
 QG1324                         *CURRENT SURVEY CONTROL
 QG1324  ___________________________________________________________________
 QG1324* NAD 83(1996)-  45 36 47.90319(N)    069 24 28.09777(W)     ADJUSTED  
 QG1324* NAVD 88     -       881.     (meters)    2890.     (feet)  SCALED    
 QG1324  ___________________________________________________________________
 QG1324  LAPLACE CORR-           3.90  (seconds)                    DEFLEC99
 QG1324  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 QG1324
 QG1324  HORZ ORDER  -  SECOND
 QG1324
 QG1324.The horizontal coordinates were established by classical geodetic methods
 QG1324.and adjusted by the National Geodetic Survey in March 1998..
 QG1324
 QG1324.The orthometric height was scaled from a topographic map.
 QG1324
 QG1324.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1324
 QG1324.The geoid height was determined by GEOID03.
 QG1324
 QG1324;                    North         East     Units Scale Factor Converg.
 QG1324;SPC ME E     -   216,699.076   229,197.316   MT  0.99996161   -0 38 55.6
 QG1324;UTM  19      - 5,051,165.512   468,203.477   MT  0.99961243   -0 17 29.2
 QG1324
 QG1324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1324!SPC ME E     -   0.99986571  x   0.99996161  =   0.99982732
 QG1324!UTM  19      -   0.99986571  x   0.99961243  =   0.99947819
 QG1324
 QG1324                          SUPERSEDED SURVEY CONTROL
 QG1324
 QG1324  NAD 83(1992)-  45 36 47.90130(N)    069 24 28.09041(W) AD(       ) 2
 QG1324  NAD 83(1986)-  45 36 47.90427(N)    069 24 28.10123(W) AD(       ) 2
 QG1324  NAD 27      -  45 36 47.74700(N)    069 24 29.91100(W) AD(       ) 2
 QG1324
 QG1324.Superseded values are not recommended for survey control.
 QG1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1324.See file dsdata.txt to determine how the superseded data were derived.
 QG1324
 QG1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL6820351166(NAD 83)
 QG1324_MARKER: Z = SEE DESCRIPTION
 QG1324_SETTING: 0 = UNSPECIFIED SETTING
 QG1324
 QG1324  HISTORY     - Date     Condition        Report By
 QG1324  HISTORY     - 1955     MONUMENTED       CGS
 QG1324
 QG1324                          STATION DESCRIPTION
 QG1324
 QG1324'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 QG1324'THE STATION IS LOCATED ABOUT 14 MILES AIRLINE NORTHEAST OF
 QG1324'GREENVILLE, 5 MILES AIRLINE SOUTH SOUTHEAST OF KOKADJO ON THE
 QG1324'SUMMIT OF NO 4 MOUNTAIN.
 QG1324'
 QG1324'THE MARK IS A U.S. GEOLOGICAL SURVEY REFERENCE DISK, UNSTAMPED,
 QG1324'CEMENTED IN A DRILL HOLE IN A LARGE BOULDER THAT PROJECTS
 QG1324'3 FEET.  IT IS 22.559 FEET, 6.875 METERS SOUTHWEST OF TRIANGULATION
 QG1324'STATION NO 4 MTN AND ABOUT TWO FEET LOWER IN ELEVATION.  THE
 QG1324'CENTER OF THE MARK WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0700 ***********************************************************************
 RF0700  DESIGNATION -  NO 9 LOT
 RF0700  PID         -  RF0700
 RF0700  STATE/COUNTY-  ME/AROOSTOOK
 RF0700  USGS QUAD   -  NUMBER NINE LAKE (1986)
 RF0700
 RF0700                         *CURRENT SURVEY CONTROL
 RF0700  ___________________________________________________________________
 RF0700* NAD 83(1996)-  46 25 21.23447(N)    068 01 24.92203(W)     ADJUSTED  
 RF0700* NAVD 88     -       499.     (meters)    1637.     (feet)  SCALED    
 RF0700  ___________________________________________________________________
 RF0700  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 RF0700  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 RF0700
 RF0700  HORZ ORDER  -  THIRD
 RF0700
 RF0700.The horizontal coordinates were established by classical geodetic methods
 RF0700.and adjusted by the National Geodetic Survey in March 1998..
 RF0700
 RF0700.The orthometric height was scaled from a topographic map.
 RF0700
 RF0700.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0700
 RF0700.The geoid height was determined by GEOID03.
 RF0700
 RF0700;                    North         East     Units Scale Factor Converg.
 RF0700;SPC ME E     -   306,349.966   336,618.710   MT  0.99991648   +0 20 42.5
 RF0700;UTM  19      - 5,141,462.276   575,027.943   MT  0.99966919   +0 42 26.6
 RF0700
 RF0700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0700!SPC ME E     -   0.99992549  x   0.99991648  =   0.99984198
 RF0700!UTM  19      -   0.99992549  x   0.99966919  =   0.99959471
 RF0700
 RF0700:                Primary Azimuth Mark                     Grid Az
 RF0700:SPC ME E     -  QUAGGY JOE                               003 21 22.8
 RF0700:UTM  19      -  QUAGGY JOE                               002 59 38.7
 RF0700
 RF0700|---------------------------------------------------------------------|
 RF0700| PID    Reference Object                     Distance      Geod. Az  |
 RF0700|                                                           dddmmss.s |
 RF0700| RF0685 QUAGGY JOE                          APPROX.20.1 KM 0034205.3 |
 RF0700|---------------------------------------------------------------------|
 RF0700
 RF0700                          SUPERSEDED SURVEY CONTROL
 RF0700
 RF0700  NAD 83(1992)-  46 25 21.23020(N)    068 01 24.91724(W) AD(       ) 3
 RF0700  NAD 83(1986)-  46 25 21.22857(N)    068 01 24.92982(W) AD(       ) 3
 RF0700  NAD 27      -  46 25 21.06867(N)    068 01 26.82322(W) AD(       ) 3
 RF0700
 RF0700.Superseded values are not recommended for survey control.
 RF0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0700.See file dsdata.txt to determine how the superseded data were derived.
 RF0700
 RF0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM7502841462(NAD 83)
 RF0700_MARKER: DD = SURVEY DISK
 RF0700_SETTING: 66 = SET IN ROCK OUTCROP
 RF0700_SP_SET: SET IN A ROCK LEDGE
 RF0700_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0700+STABILITY: POSITION/ELEVATION WELL
 RF0700
 RF0700  HISTORY     - Date     Condition        Report By
 RF0700  HISTORY     - 1927     MONUMENTED       USGS
 RF0700
 RF0700                          STATION DESCRIPTION
 RF0700
 RF0700'DESCRIBED BY US GEOLOGICAL SURVEY 1927
 RF0700'STATION IS 9.0 MI W. OF BRIDGEWATER, ON PROMINENT MOUNTAIN.  TAKE
 RF0700'RD. W. FROM BRIDGEWATER FOR 3.0 MI TO ITS END.  THEN FOLLOW TOTE RD.
 RF0700'THROUGH WOODS FOR 6.0 MI.  THERE ARE NUMEROUS FORKS TO THIS RD. AND
 RF0700'A GUIDE IS NEEDED.  A STEEL FIRE TOWER 47 FT HIGH STANDS IN HIGHEST
 RF0700'PART OF MOUNTAIN, WHICH IS ROCKY LEDGE MORE OR LESS TIMBERED.  LINES
 RF0700'OF SIGHT FROM STATION MARK WERE CUT TO OTHER STATIONS.  THE TOWER
 RF0700'WATCHMAN CABIN WITH ACCOMMODATIONS FOR 4 MEN IS ABOUT 0.25 MI S.
 RF0700'
 RF0700'SIGNAL-  CENTER OF CABIN ON TOP OF FIRE TOWER.
 RF0700'
 RF0700'STATION MARK-  STANDARD DISK IN SOLID LEDGE.
 RF0700'
 RF0700'REFERENCE MARK,  CENTER OF FIRE TOWER, DISTANT 12.2 FT,
 RF0700'N 07 DEG 17 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0282 ***********************************************************************
 OB0282  DESIGNATION -  NO MANS LAND 1913
 OB0282  PID         -  OB0282
 OB0282  STATE/COUNTY-  ME/KNOX
 OB0282  USGS QUAD   -  MATINICUS (1973)
 OB0282
 OB0282                         *CURRENT SURVEY CONTROL
 OB0282  ___________________________________________________________________
 OB0282* NAD 83(1996)-  43 53 04.91735(N)    068 52 11.54417(W)     ADJUSTED  
 OB0282* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 OB0282  ___________________________________________________________________
 OB0282  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 OB0282  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 OB0282
 OB0282  HORZ ORDER  -  THIRD
 OB0282
 OB0282.The horizontal coordinates were established by classical geodetic methods
 OB0282.and adjusted by the National Geodetic Survey in March 1998..
 OB0282
 OB0282.The orthometric height was scaled from a topographic map.
 OB0282
 OB0282.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0282
 OB0282.The geoid height was determined by GEOID03.
 OB0282
 OB0282;                    North         East     Units Scale Factor Converg.
 OB0282;SPC ME E     -    24,289.214   270,279.438   MT  0.99991086   -0 15 23.0
 OB0282;UTM  19      - 4,859,075.000   510,452.969   MT  0.99960134   +0 05 24.7
 OB0282
 OB0282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0282!SPC ME E     -   1.00000206  x   0.99991086  =   0.99991292
 OB0282!UTM  19      -   1.00000206  x   0.99960134  =   0.99960340
 OB0282
 OB0282:                Primary Azimuth Mark                     Grid Az
 OB0282:SPC ME E     -  MATINICUS ROCK LIGHTHOUSE N              174 16 23.3
 OB0282:UTM  19      -  MATINICUS ROCK LIGHTHOUSE N              173 55 35.6
 OB0282
 OB0282|---------------------------------------------------------------------|
 OB0282| PID    Reference Object                     Distance      Geod. Az  |
 OB0282|                                                           dddmmss.s |
 OB0282| OB0283 MATINICUS ROCK LIGHTHOUSE N         APPROX.11.3 KM 1740100.3 |
 OB0282| OB0291 JUDD YOUNGS HOUSE CHIMNEY           APPROX. 3.7 KM 2121805.6 |
 OB0282| OB0288 JOHN 1913                           APPROX. 3.0 KM 2355805.6 |
 OB0282| OB0298 GREEN ISLAND WESTERNMOST BLDG       APPROX.11.5 KM 2813809.6 |
 OB0282|---------------------------------------------------------------------|
 OB0282
 OB0282                          SUPERSEDED SURVEY CONTROL
 OB0282
 OB0282  NAD 83(1992)-  43 53 04.92372(N)    068 52 11.52442(W) AD(       ) 3
 OB0282  NAD 83(1986)-  43 53 04.92709(N)    068 52 11.53095(W) AD(       ) 3
 OB0282  NAD 27      -  43 53 04.62900(N)    068 52 13.40200(W) AD(       ) 3
 OB0282
 OB0282.Superseded values are not recommended for survey control.
 OB0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0282.See file dsdata.txt to determine how the superseded data were derived.
 OB0282
 OB0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ1045359075(NAD 83)
 OB0282_MARKER: Z = SEE DESCRIPTION
 OB0282_SETTING: 0 = UNSPECIFIED SETTING
 OB0282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OB0282
 OB0282  HISTORY     - Date     Condition        Report By
 OB0282  HISTORY     - 1913     MONUMENTED       CGS
 OB0282  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0282  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OB0282
 OB0282                          STATION DESCRIPTION
 OB0282
 OB0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (NHH)
 OB0282'ON THE NORTHEASTERN PART OF NO MANS LAND.  RUNNING FROM
 OB0282'MATINICUS HARBOR TO NO MANS LAND, THE STATION IS ON THE SECOND
 OB0282'HIGH SPOT FROM THE E.  THE BEST WAY TO REACH THIS STATION IS TO
 OB0282'RUN INTO A SMALL COVE ON THE EASTERN SIDE OF THE ISLAND KNOWN
 OB0282'AS RUM GUZZLE.  THE STATION IS ON THE LEFT-HAND SIDE ON
 OB0282'ENTERING THIS COVE.  THE STATION MARK CONSISTS OF A STANDARD
 OB0282'TRIANGULATION MARK WITH STEM.  A NAIL IS INSERTED IN THE
 OB0282'STEM.  THE MARK IS SET IN CONCRETE FLUSH WITH ITS FACE.
 OB0282'REFERENCE MARK NO. 1, A DRILL HOLE 1 INCH DEEP IN THE LEDGE
 OB0282'SURROUNDED BY A 2-INCH CIRCLE, IS 7.29 METERS FROM THE
 OB0282'STATION, IN AZIMUTH 190 DEG 52 MIN.  REFERENCE MARK NO. 2,
 OB0282'A DRILL HOLE 1 INCH DEEP IN THE LEDGE IS 14.5 METERS FROM THE
 OB0282'STATION, IN AZIMUTH 290 DEG 08 MIN.
 OB0282
 OB0282                          STATION RECOVERY (1934)
 OB0282
 OB0282'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0282'THE STATION WAS RECOVERED AS DESCRIBED.  AS AN ADDITION TO THE
 OB0282'ORIGINAL DESCRIPTION, IT MIGHT BE MENTIONED THAT THE STATION IS
 OB0282'4 METERS NW OF THE HIGHEST POINT OF THE NORTHWESTERLY OF THE
 OB0282'TWO HIGHEST HILLS ON THE ISLAND.
 OB0282'
 OB0282'REFERENCE MARK NO. 1 WAS FOUND AT THE DISTANCE GIVEN.
 OB0282'
 OB0282'REFERENCE MARK NO. 2 WAS NOT.  HOWEVER, A DRILL HOLE WAS FOUND
 OB0282'MUCH NEARER THE STATION, AND THIS WAS THOUGHT TO BE REFERENCE
 OB0282'MARK NO. 2 AS THE ANGLE BETWEEN THE TWO WAS TURNED VERY CLOSE TO
 OB0282'THAT GIVEN IN THE DESCRIPTION.
 OB0282'
 OB0282'STANDARD REFERENCE DISKS WERE PLACED IN DRILL HOLES, THE ANGLES
 OB0282'BETWEEN THESE TURNED, AND ALL DISTANCES MEASURED.
 OB0282'
 OB0282'WHEN RECOVERED THE STATION WAS GROWN OVER WITH MOSS.  ALTHOUGH
 OB0282'THE AREA AROUND THE STATION WAS CLEARED IT WILL PROBABLY BE
 OB0282'GROWN OVER AGAIN WITHIN A FEW YEARS.
 OB0282
 OB0282                          STATION RECOVERY (1953)
 OB0282
 OB0282'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (PT)
 OB0282'THE STATION MARK AND REFERENCE MARK WERE RECOVERED IN GOOD
 OB0282'CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE MEASURED
 OB0282'WITH A STEEL TAPE AND FOUND TO BE CORRECT.  THE 1913 AND 1934
 OB0282'DESCRIPTIONS ARE ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1657 ***********************************************************************
 QF1657  DESIGNATION -  NOGO IBC
 QF1657  PID         -  QF1657
 QF1657  STATE/COUNTY-  ME/WASHINGTON
 QF1657  USGS QUAD   -  FOREST CITY (1988)
 QF1657
 QF1657                         *CURRENT SURVEY CONTROL
 QF1657  ___________________________________________________________________
 QF1657* NAD 83(1996)-  45 40 41.68672(N)    067 43 11.16960(W)     ADJUSTED  
 QF1657* NAVD 88     -       119.     (meters)     390.     (feet)  SCALED    
 QF1657  ___________________________________________________________________
 QF1657  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 QF1657  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 QF1657
 QF1657  HORZ ORDER  -  THIRD
 QF1657
 QF1657.The horizontal coordinates were established by classical geodetic methods
 QF1657.and adjusted by the National Geodetic Survey in March 1998..
 QF1657
 QF1657.The orthometric height was scaled from a topographic map.
 QF1657
 QF1657.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1657
 QF1657.The geoid height was determined by GEOID03.
 QF1657
 QF1657;                    North         East     Units Scale Factor Converg.
 QF1657;SPC ME E     -   223,811.290   360,782.486   MT  0.99994541   +0 33 29.6
 QF1657;UTM  19      - 5,059,096.446   599,704.060   MT  0.99972222   +0 54 57.6
 QF1657
 QF1657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1657!SPC ME E     -   0.99998510  x   0.99994541  =   0.99993051
 QF1657!UTM  19      -   0.99998510  x   0.99972222  =   0.99970733
 QF1657
 QF1657|---------------------------------------------------------------------|
 QF1657| PID    Reference Object                     Distance      Geod. Az  |
 QF1657|                                                           dddmmss.s |
 QF1657| QF1655 BOB IBC                             348.466 METERS 02002     |
 QF1657| QF1652 REFERENCE MON 77=PLUMB              484.509 METERS 0485653.6 |
 QF1657| QF1651 ALL IBC                             427.052 METERS 0653428.1 |
 QF1657| QF1650 HY U IBC                            430.638 METERS 0703416.1 |
 QF1657| QF1658 HALO IBC                            179.016 METERS 35809     |
 QF1657|---------------------------------------------------------------------|
 QF1657
 QF1657                          SUPERSEDED SURVEY CONTROL
 QF1657
 QF1657  NAD 83(1992)-  45 40 41.68375(N)    067 43 11.16797(W) AD(       ) 3
 QF1657  NAD 83(1986)-  45 40 41.68830(N)    067 43 11.18400(W) AD(       ) 3
 QF1657  NAD 27      -  45 40 41.47000(N)    067 43 13.15500(W) AD(       ) 3
 QF1657
 QF1657.Superseded values are not recommended for survey control.
 QF1657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1657.See file dsdata.txt to determine how the superseded data were derived.
 QF1657
 QF1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9970459096(NAD 83)
 QF1657_MARKER: DD = SURVEY DISK
 QF1657_SETTING: 80 = SET IN A BOULDER
 QF1657_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF1657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1657+STABILITY: SURFACE MOTION
 QF1657
 QF1657  HISTORY     - Date     Condition        Report By
 QF1657  HISTORY     - 1912     MONUMENTED       IBC
 QF1657  HISTORY     - 1955     GOOD             IBC
 QF1657  HISTORY     - 1972     GOOD             IBC
 QF1657
 QF1657                          STATION DESCRIPTION
 QF1657
 QF1657'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (AJB)
 QF1657'ON THE W SIDE OF THE BAY OF SPEDNIK LAKE INTO WHICH THE RIVER FROM
 QF1657'MUD LAKE FLOWS.  IT IS ABOUT 500 METERS N OF THE S END OF THE BAY, ON
 QF1657'A ROCK 7.3 METERS LONG, 6.7 METERS WIDE, AND 3 METERS HIGH.  A LINE
 QF1657'PRODUCED FROM THE STATION OVER THE HIGHEST ROCK ON THE ISLAND - LIKE
 QF1657'PARK OF THE POINT AT THE MOUTH OF THE BAY STRIKES HAMILTONS COTTAGE
 QF1657'ON THE E SHORE OF PIRATE COVE.  STATION IS ON THE LOW - WATER LINE,
 QF1657'50 FEET OUTSIDE THE TREE LINE, AND 400 FEET DOWNSTREAM FROM THE
 QF1657'PROMINENT POINT OPPOSITE THE OUTLET TO THE BAY.
 QF1657'
 QF1657'STATION MARK IS A COPPER DISK SET IN A DRILL HOLE IN THE ROCK.
 QF1657'THERE ARE THREE CROSSES WITHIN TRIANGLES CUT IN THE ROCK.  THE FIRST
 QF1657'IS UPLAKE 1.58 METERS, THE SECOND IS DOWNLAKE AND INLAND 1.80 METERS,
 QF1657'AND THE THIRD DOWNLAKE AND LAKEWARD 2.58 METERS FROM THE STATION.
 QF1657
 QF1657                          STATION RECOVERY (1955)
 QF1657
 QF1657'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1657'STATION RECOVERED IN GOOD CONDITION.
 QF1657
 QF1657                          STATION RECOVERY (1972)
 QF1657
 QF1657'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1657'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1629 ***********************************************************************
 QF1629  DESIGNATION -  NONE IBC
 QF1629  PID         -  QF1629
 QF1629  STATE/COUNTY-  ME/WASHINGTON
 QF1629  USGS QUAD   -  FOREST CITY (1988)
 QF1629
 QF1629                         *CURRENT SURVEY CONTROL
 QF1629  ___________________________________________________________________
 QF1629* NAD 83(1996)-  45 39 02.29763(N)    067 41 17.44649(W)     ADJUSTED  
 QF1629* NAVD 88     -       118.     (meters)     387.     (feet)  SCALED    
 QF1629  ___________________________________________________________________
 QF1629  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 QF1629  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 QF1629
 QF1629  HORZ ORDER  -  THIRD
 QF1629
 QF1629.The horizontal coordinates were established by classical geodetic methods
 QF1629.and adjusted by the National Geodetic Survey in March 1998..
 QF1629
 QF1629.The orthometric height was scaled from a topographic map.
 QF1629
 QF1629.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1629
 QF1629.The geoid height was determined by GEOID03.
 QF1629
 QF1629;                    North         East     Units Scale Factor Converg.
 QF1629;SPC ME E     -   220,767.572   363,274.522   MT  0.99994921   +0 34 50.0
 QF1629;UTM  19      - 5,056,069.017   602,214.492   MT  0.99972845   +0 56 17.3
 QF1629
 QF1629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1629!SPC ME E     -   0.99998526  x   0.99994921  =   0.99993447
 QF1629!UTM  19      -   0.99998526  x   0.99972845  =   0.99971371
 QF1629
 QF1629|---------------------------------------------------------------------|
 QF1629| PID    Reference Object                     Distance      Geod. Az  |
 QF1629|                                                           dddmmss.s |
 QF1629| QF1627 SHORT IBC                           266.383 METERS 16128     |
 QF1629| QF1628 BYRON IBC                           APPROX. 0.9 KM 1763523.4 |
 QF1629| QF1631 JIMMIE IBC                          444.565 METERS 2160007.3 |
 QF1629| QF1632 JIM IBC                             448.846 METERS 2193709.9 |
 QF1629| QF1633 REFERENCE MON 85=ELEPHANT           432.712 METERS 2373827.2 |
 QF1629| QF1630 REFERENCE MON 84=PINE               APPROX. 0.6 KM 3392212.7 |
 QF1629|---------------------------------------------------------------------|
 QF1629
 QF1629                          SUPERSEDED SURVEY CONTROL
 QF1629
 QF1629  NAD 83(1992)-  45 39 02.29442(N)    067 41 17.44447(W) AD(       ) 3
 QF1629  NAD 83(1986)-  45 39 02.29836(N)    067 41 17.45881(W) AD(       ) 3
 QF1629  NAD 27      -  45 39 02.08100(N)    067 41 19.43700(W) AD(       ) 3
 QF1629
 QF1629.Superseded values are not recommended for survey control.
 QF1629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1629.See file dsdata.txt to determine how the superseded data were derived.
 QF1629
 QF1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL0221456069(NAD 83)
 QF1629_MARKER: DD = SURVEY DISK
 QF1629_SETTING: 80 = SET IN A BOULDER
 QF1629_SP_SET: SET IN A DRILL HOLE IN A BOULDER
 QF1629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1629+STABILITY: SURFACE MOTION
 QF1629
 QF1629  HISTORY     - Date     Condition        Report By
 QF1629  HISTORY     - 1912     MONUMENTED       IBC
 QF1629  HISTORY     - 1955     GOOD             IBC
 QF1629  HISTORY     - 1972     GOOD             IBC
 QF1629
 QF1629                          STATION DESCRIPTION
 QF1629
 QF1629'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (AJB)
 QF1629'ABOUT 10 FEET OUTSIDE THE TREE LINE, ON A POINT ON THE E SIDE OF
 QF1629'SPEDNIK LAKE, OPPOSITE THE LOW ROCKY POINT AT THE UPPER END OF
 QF1629'CURRENT ISLAND WHEN WATER IS LOW.  THE STATION IS 50 FEET UPSTREAM
 QF1629'FROM THE EXTREME POINT AT LOW WATER AND 125 FEET DOWNSTREAM FROM THE
 QF1629'OUTER TREES ON THE POINT.
 QF1629'
 QF1629'STATION MARK IS AN IBC BRONZE STATION DISK SET IN A DRILL HOLE AT
 QF1629'CENTER OF A CROSS CUT IN A SLOPING BOULDER ABOUT 20 FEET SQUARE AND
 QF1629'10 FEET HIGH AT THE S SIDE AND 5 FEET HIGH AT THE N SIDE.
 QF1629
 QF1629                          STATION RECOVERY (1955)
 QF1629
 QF1629'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1629'STATION RECOVERED IN GOOD CONDITION.
 QF1629
 QF1629                          STATION RECOVERY (1972)
 QF1629
 QF1629'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1629'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0740 ***********************************************************************
 PF0740  DESIGNATION -  NOR MEDT
 PF0740  PID         -  PF0740
 PF0740  STATE/COUNTY-  ME/OXFORD
 PF0740  USGS QUAD   -  NORWAY (1983)
 PF0740
 PF0740                         *CURRENT SURVEY CONTROL
 PF0740  ___________________________________________________________________
 PF0740* NAD 83(1986)-  44 11 18.     (N)    070 31 13.     (W)     SCALED    
 PF0740* NAVD 88     -       104.307  (meters)     342.21   (feet)  ADJUSTED  
 PF0740  ___________________________________________________________________
 PF0740  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 PF0740  DYNAMIC HT  -         104.292 (meters)     342.16  (feet)  COMP
 PF0740  MODELED GRAV-     980,478.8   (mgal)                       NAVD 88
 PF0740
 PF0740  VERT ORDER  -  FIRST     CLASS II
 PF0740
 PF0740.The horizontal coordinates were scaled from a topographic map and have
 PF0740.an estimated accuracy of +/- 6 seconds.
 PF0740
 PF0740.The orthometric height was determined by differential leveling
 PF0740.and adjusted by the National Geodetic Survey in June 1991..
 PF0740
 PF0740.The geoid height was determined by GEOID03.
 PF0740
 PF0740.The dynamic height is computed by dividing the NAVD 88
 PF0740.geopotential number by the normal gravity value computed on the
 PF0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0740.degrees latitude (g = 980.6199 gals.).
 PF0740
 PF0740.The modeled gravity was interpolated from observed gravity values.
 PF0740
 PF0740;                    North         East    Units  Estimated Accuracy
 PF0740;SPC ME W     -   150,600.      871,730.      MT  (+/- 180 meters Scaled)
 PF0740
 PF0740                          SUPERSEDED SURVEY CONTROL
 PF0740
 PF0740.No superseded survey control is available for this station.
 PF0740
 PF0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ784939(NAD 83)
 PF0740_MARKER: DD = SURVEY DISK
 PF0740_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PF0740_SP_SET: BRIDGE GUARDRAIL
 PF0740_STAMPING: NOR 8.10.71
 PF0740_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0740
 PF0740  HISTORY     - Date     Condition        Report By
 PF0740  HISTORY     - 1971     MONUMENTED       MEDT
 PF0740  HISTORY     - 1978     GOOD             NGS
 PF0740
 PF0740                          STATION DESCRIPTION
 PF0740
 PF0740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PF0740'3.1 MI SOUTH FROM SOUTH PARIS.
 PF0740'3.1 MILES SOUTH ALONG STATE HIGHWAY 26 FROM THE POST OFFICE AT SOUTH
 PF0740'PARIS, 0.1 MI. NORTHWEST OF THE Y-JUNCTION OF OXFORD STREET, IN TOP
 PF0740'OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE GUARD RAIL OF A HIGHWAY
 PF0740'BRIDGE OVER THE LITTLE ANDROSCOGGIN RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1752 ***********************************************************************
 QF1752  DESIGNATION -  NORM
 QF1752  PID         -  QF1752
 QF1752  STATE/COUNTY-  ME/AROOSTOOK
 QF1752  USGS QUAD   -  DANFORTH (1988)
 QF1752
 QF1752                         *CURRENT SURVEY CONTROL
 QF1752  ___________________________________________________________________
 QF1752* NAD 83(1996)-  45 44 32.17994(N)    067 48 42.79580(W)     ADJUSTED  
 QF1752* NAVD 88     -       133.     (meters)     436.     (feet)  SCALED    
 QF1752  ___________________________________________________________________
 QF1752  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 QF1752  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 QF1752
 QF1752  HORZ ORDER  -  THIRD
 QF1752
 QF1752.The horizontal coordinates were established by classical geodetic methods
 QF1752.and adjusted by the National Geodetic Survey in March 1998..
 QF1752
 QF1752.The orthometric height was scaled from a topographic map.
 QF1752
 QF1752.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1752
 QF1752.The geoid height was determined by GEOID03.
 QF1752
 QF1752;                    North         East     Units Scale Factor Converg.
 QF1752;SPC ME E     -   230,860.976   353,545.001   MT  0.99993524   +0 29 34.2
 QF1752;UTM  19      - 5,066,099.190   592,424.323   MT  0.99970502   +0 51 03.6
 QF1752
 QF1752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1752!SPC ME E     -   0.99998290  x   0.99993524  =   0.99991814
 QF1752!UTM  19      -   0.99998290  x   0.99970502  =   0.99968792
 QF1752
 QF1752:                Primary Azimuth Mark                     Grid Az
 QF1752:SPC ME E     -  REFERENCE MON 39=BAY                     022 09 23.4
 QF1752:UTM  19      -  REFERENCE MON 39=BAY                     021 47 54.0
 QF1752
 QF1752|---------------------------------------------------------------------|
 QF1752| PID    Reference Object                     Distance      Geod. Az  |
 QF1752|                                                           dddmmss.s |
 QF1752| QF1916 REFERENCE MON 39=BAY                APPROX. 2.2 KM 0223857.6 |
 QF1752| CE8984 NORM RM                              11.720 METERS 31201     |
 QF1752|---------------------------------------------------------------------|
 QF1752
 QF1752                          SUPERSEDED SURVEY CONTROL
 QF1752
 QF1752  NAD 83(1992)-  45 44 32.17696(N)    067 48 42.79423(W) AD(       ) 3
 QF1752  NAD 83(1986)-  45 44 32.18125(N)    067 48 42.81296(W) AD(       ) 3
 QF1752  NAD 27      -  45 44 31.96900(N)    067 48 44.77300(W) AD(       ) 3
 QF1752
 QF1752.Superseded values are not recommended for survey control.
 QF1752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1752.See file dsdata.txt to determine how the superseded data were derived.
 QF1752
 QF1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9242466099(NAD 83)
 QF1752_MARKER: DD = SURVEY DISK
 QF1752_SETTING: 80 = SET IN A BOULDER
 QF1752_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF1752
 QF1752  HISTORY     - Date     Condition        Report By
 QF1752  HISTORY     - 1946     MONUMENTED       IBC
 QF1752  HISTORY     - 1955     GOOD             IBC
 QF1752
 QF1752                          STATION DESCRIPTION
 QF1752
 QF1752'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF1752'ON A SOLID ROCK 5 FEET IN DIAMETER AND 1 FOOT ABOVE HIGH WATER, 20
 QF1752'FEET S OF THE VEGETATION ON THE LONG SLIM WORK POINT AT THE E SIDE OF
 QF1752'WORK COVE ON W SIDE OF GRAND LAKE.  IT IS ABOUT HALFWAY FROM THE
 QF1752'VEGETATION TO THE S ROCK OFF THE POINT SHOWING AT HIGH WATER.
 QF1752'
 QF1752'STATION MARK IS AN IBC BRONZE DISK CEMENTED IN A DRILL HOLE IN THE
 QF1752'ROCK.
 QF1752'
 QF1752'REFERENCE MARK IS A DRILL HOLE IN A ROCK 6 BY 5 FEET AND 2 FEET HIGH
 QF1752'ON THE W SIDE OF THE POINT, 38.45 FEET DISTANT.
 QF1752
 QF1752                          STATION RECOVERY (1955)
 QF1752
 QF1752'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1752'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2582 ***********************************************************************
 PE2582  DESIGNATION -  NORM
 PE2582  PID         -  PE2582
 PE2582  STATE/COUNTY-  ME/KNOX
 PE2582  USGS QUAD   -  CAMDEN (1991)
 PE2582
 PE2582                         *CURRENT SURVEY CONTROL
 PE2582  ___________________________________________________________________
 PE2582* NAD 83(1996)-  44 12 10.07418(N)    069 03 16.52216(W)     ADJUSTED  
 PE2582* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 PE2582  ___________________________________________________________________
 PE2582  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 PE2582  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 PE2582
 PE2582  HORZ ORDER  -  THIRD
 PE2582
 PE2582.The horizontal coordinates were established by classical geodetic methods
 PE2582.and adjusted by the National Geodetic Survey in March 1998..
 PE2582.No horizontal observational check was made to the station.
 PE2582
 PE2582.The orthometric height was scaled from a topographic map.
 PE2582
 PE2582.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2582
 PE2582.The geoid height was determined by GEOID03.
 PE2582
 PE2582;                    North         East     Units Scale Factor Converg.
 PE2582;SPC ME E     -    59,713.724   255,674.693   MT  0.99992416   -0 23 12.0
 PE2582;UTM  19      - 4,894,399.060   495,638.272   MT  0.99960023   -0 02 17.0
 PE2582
 PE2582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2582!SPC ME E     -   1.00000359  x   0.99992416  =   0.99992775
 PE2582!UTM  19      -   1.00000359  x   0.99960023  =   0.99960382
 PE2582
 PE2582                          SUPERSEDED SURVEY CONTROL
 PE2582
 PE2582  NAD 83(1992)-  44 12 10.07906(N)    069 03 16.50230(W) AD(       ) 3
 PE2582  NAD 83(1986)-  44 12 10.08822(N)    069 03 16.51261(W) AD(       ) 3
 PE2582
 PE2582.Superseded values are not recommended for survey control.
 PE2582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2582.See file dsdata.txt to determine how the superseded data were derived.
 PE2582
 PE2582_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ9563894399(NAD 83)
 PE2582_MARKER: DD = SURVEY DISK
 PE2582_SETTING: 80 = SET IN A BOULDER
 PE2582_SP_SET: SET IN DRILL HOLE IN A BOULDER
 PE2582_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE2582+STABILITY: SURFACE MOTION
 PE2582_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE2582+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2001
 PE2582
 PE2582  HISTORY     - Date     Condition        Report By
 PE2582  HISTORY     - 1983     MONUMENTED       NOS
 PE2582  HISTORY     - 19910606 GOOD             USPSQD
 PE2582  HISTORY     - 20011103 GOOD             USPSQD
 PE2582
 PE2582                          STATION DESCRIPTION
 PE2582
 PE2582'DESCRIBED BY NATIONAL OCEAN SERVICE 1983 (RST)
 PE2582'THE STATION IS LOCATED ON A POINT OF LAND KNOWN AS DILLINGHAM
 PE2582'POINT WHICH IS SOUTH OF CAMDEN, MAINE ON WEST PENOBSCOT BAY.
 PE2582'
 PE2582'TO REACH THE STATION FROM THE INTERSECTION OF US 1 AND BAYVIEW
 PE2582'STREET IN THE TOWN OF CAMDEN MAINE, PROCEED SOUTH ON BAYVIEW
 PE2582'STREET FOR 1.1 KM (0.7 MI) TO PENOBSCOT ROAD.  TURN LEFT ON
 PE2582'PENOBSCOT ROAD AND GO 0.2 KM (0.1 MI) TO THREE HOMES AND TO THE
 PE2582'STATION.
 PE2582'
 PE2582'THE STATION IS A STANDARD USE DISK
 PE2582'STAMPED---NORM---,
 PE2582'SET FLUSH INTO A LARGE ROCK.
 PE2582'IT IS LOCATED
 PE2582'21.5 METERS (70 FT) EAST FROM THE SEAWALL AND IS VISIBLE AT HIGH
 PE2582'TIDE.
 PE2582'
 PE2582'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.27 METERS.
 PE2582
 PE2582                          STATION RECOVERY (1991)
 PE2582
 PE2582'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 PE2582'RECOVERED IN GOOD CONDITION.
 PE2582
 PE2582                          STATION RECOVERY (2001)
 PE2582
 PE2582'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 PE2582'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0225 ***********************************************************************
 PD0225  DESIGNATION -  NORMAL
 PD0225  PID         -  PD0225
 PD0225  STATE/COUNTY-  ME/WASHINGTON
 PD0225  USGS QUAD   -  MACHIAS (1977)
 PD0225
 PD0225                         *CURRENT SURVEY CONTROL
 PD0225  ___________________________________________________________________
 PD0225* NAD 83(1986)-  44 42 36.     (N)    067 27 32.     (W)     SCALED    
 PD0225* NAVD 88     -        33.320  (meters)     109.32   (feet)  ADJUSTED  
 PD0225  ___________________________________________________________________
 PD0225  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 PD0225  DYNAMIC HT  -          33.319 (meters)     109.31  (feet)  COMP
 PD0225  MODELED GRAV-     980,592.2   (mgal)                       NAVD 88
 PD0225
 PD0225  VERT ORDER  -  FIRST     CLASS I
 PD0225
 PD0225.The horizontal coordinates were scaled from a topographic map and have
 PD0225.an estimated accuracy of +/- 6 seconds.
 PD0225
 PD0225.The orthometric height was determined by differential leveling
 PD0225.and adjusted by the National Geodetic Survey in June 1991..
 PD0225
 PD0225.The geoid height was determined by GEOID03.
 PD0225
 PD0225.The dynamic height is computed by dividing the NAVD 88
 PD0225.geopotential number by the normal gravity value computed on the
 PD0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0225.degrees latitude (g = 980.6199 gals.).
 PD0225
 PD0225.The modeled gravity was interpolated from observed gravity values.
 PD0225
 PD0225;                    North         East    Units  Estimated Accuracy
 PD0225;SPC ME E     -   116,450.      382,490.      MT  (+/- 180 meters Scaled)
 PD0225
 PD0225                          SUPERSEDED SURVEY CONTROL
 PD0225
 PD0225  NGVD 29 (??/??/92)   33.528  (m)          110.00   (f) ADJ UNCH    1 1
 PD0225
 PD0225.Superseded values are not recommended for survey control.
 PD0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0225.See file dsdata.txt to determine how the superseded data were derived.
 PD0225
 PD0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK220518(NAD 83)
 PD0225_MARKER: DD = SURVEY DISK
 PD0225_SETTING: 66 = SET IN ROCK OUTCROP
 PD0225_SP_SET: BEDROCK
 PD0225_STAMPING: NORMAL 1948
 PD0225_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0225+STABILITY: POSITION/ELEVATION WELL
 PD0225
 PD0225  HISTORY     - Date     Condition        Report By
 PD0225  HISTORY     - 1948     MONUMENTED       MIT
 PD0225  HISTORY     - 1966     GOOD             NGS
 PD0225  HISTORY     - 1973     GOOD             MEDT
 PD0225
 PD0225                          STATION DESCRIPTION
 PD0225
 PD0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PD0225'AT MACHIAS.
 PD0225'AT MACHIAS, ON THE CAMPUS OF WASHINGTON STATE MEMORIAL COLLEGE,
 PD0225'166 FEET SOUTH OF THE SOUTHWEST CORNER OF KIMBALL HALL, 115 FEET
 PD0225'NORTHWEST OF THE SOUTHWEST CORNER OF SENNETT HALL, 25 FEET EAST
 PD0225'OF THE EAST CURB OF OBRIEN AVENUE, ABOUT 2 1/2 FEET ABOVE THE
 PD0225'LEVEL OF THE AVENUE, SET IN THE TOP AND NEAR THE NORTH END OF A
 PD0225'12-BY-28-FOOT BEDROCK THAT PROJECTS ABOUT 1 1/2 FEET.
 PD0225
 PD0225                          STATION RECOVERY (1973)
 PD0225
 PD0225'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1973
 PD0225'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2519 ***********************************************************************
 PE2519  PACS        -  This is a Primary Airport Control Station.
 PE2519  DESIGNATION -  NORRIDGE
 PE2519  PID         -  PE2519
 PE2519  STATE/COUNTY-  ME/SOMERSET
 PE2519  USGS QUAD   -  NORRIDGEWOCK (1982)
 PE2519
 PE2519                         *CURRENT SURVEY CONTROL
 PE2519  ___________________________________________________________________
 PE2519* NAD 83(1996)-  44 42 59.87907(N)    069 51 58.25978(W)     ADJUSTED  
 PE2519* NAVD 88     -        81.48   (meters)     267.3    (feet)  GPS OBS   
 PE2519  ___________________________________________________________________
 PE2519  X           -   1,562,676.743 (meters)                     COMP
 PE2519  Y           -  -4,262,418.013 (meters)                     COMP
 PE2519  Z           -   4,465,065.394 (meters)                     COMP
 PE2519  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 PE2519  ELLIP HEIGHT-          55.36  (meters)          (01/07/02) GPS OBS
 PE2519  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 PE2519
 PE2519  HORZ ORDER  -  B
 PE2519  ELLP ORDER  -  FIFTH     CLASS I
 PE2519
 PE2519.This mark is at Central Maine Arpt Of Norridgewock Airport (OWK)
 PE2519
 PE2519.The horizontal coordinates were established by GPS observations
 PE2519.and adjusted by the National Geodetic Survey in July 1997..
 PE2519
 PE2519.The orthometric height was determined by GPS observations and a
 PE2519.high-resolution geoid model.
 PE2519
 PE2519.GPS derived orthometric heights for airport stations designated as
 PE2519.PACS or SACS are published to 2 decimal places.  This maintains
 PE2519.centimeter relative accuracy between the PACS and SACS.  It does
 PE2519.not indicate centimeter accuracy relative to other marks which are
 PE2519.part of the NAVD 88 network.
 PE2519
 PE2519.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PE2519
 PE2519.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2519
 PE2519.The ellipsoidal height was determined by GPS observations
 PE2519.and is referenced to NAD 83.
 PE2519
 PE2519.The geoid height was determined by GEOID03.
 PE2519
 PE2519;                    North         East     Units Scale Factor Converg.
 PE2519;SPC ME W     -   209,286.344   923,807.861   MT  0.99997363   +0 12 41.1
 PE2519;UTM  19      - 4,951,837.591   431,395.820   MT  0.99965788   -0 36 34.1
 PE2519
 PE2519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2519!SPC ME W     -   0.99999132  x   0.99997363  =   0.99996495
 PE2519!UTM  19      -   0.99999132  x   0.99965788  =   0.99964920
 PE2519
 PE2519:                Primary Azimuth Mark                     Grid Az
 PE2519:SPC ME W     -  NORRIDGE AZ MK                           122 32 42.7
 PE2519:UTM  19      -  NORRIDGE AZ MK                           123 21 57.9
 PE2519
 PE2519|---------------------------------------------------------------------|
 PE2519| PID    Reference Object                     Distance      Geod. Az  |
 PE2519|                                                           dddmmss.s |
 PE2519| PE2520 NORRIDGE AZ MK                      APPROX. 0.5 KM 1224523.8 |
 PE2519| AB2662 OWK A                               APPROX. 0.6 KM 1880605.6 |
 PE2519|---------------------------------------------------------------------|
 PE2519
 PE2519                          SUPERSEDED SURVEY CONTROL
 PE2519
 PE2519  ELLIP H (07/24/97)   55.34   (m)                       GP(       ) 1 1
 PE2519  NAD 83(1992)-  44 42 59.87895(N)    069 51 58.25905(W) AD(1995.00) B
 PE2519  ELLIP H (04/19/96)   55.33   (m)                       GP(1995.00) 3 1
 PE2519  NAD 83(1992)-  44 42 59.87838(N)    069 51 58.25822(W) AD(       ) 1
 PE2519  ELLIP H (01/28/95)   55.37   (m)                       GP(       ) 4 2
 PE2519  NAD 83(1986)-  44 42 59.88160(N)    069 51 58.27017(W) AD(       ) 1
 PE2519  NGVD 29 (11/20/87)   81.4    (m)          267.     (f) GPS OBS        
 PE2519
 PE2519.Superseded values are not recommended for survey control.
 PE2519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2519.See file dsdata.txt to determine how the superseded data were derived.
 PE2519
 PE2519_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK3139651838(NAD 83)
 PE2519_MARKER: DH = HORIZONTAL CONTROL DISK
 PE2519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE2519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE2519_STAMPING: NORRIDGE 1985
 PE2519_MARK LOGO: NGS   
 PE2519_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE2519+STABILITY: SURFACE MOTION
 PE2519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE2519+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1996
 PE2519
 PE2519  HISTORY     - Date     Condition        Report By
 PE2519  HISTORY     - 1985     MONUMENTED       NGS
 PE2519  HISTORY     - 19951007 GOOD             CHANCE
 PE2519  HISTORY     - 19951025 GOOD             NGS
 PE2519  HISTORY     - 19960703 GOOD             NGS
 PE2519
 PE2519                          STATION DESCRIPTION
 PE2519
 PE2519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (MRM)
 PE2519'THE STATION IS LOCATED ABOUT 6.0 KM (3.7 MI)
 PE2519'WEST OF NORRIDGEWOCK, AT THE NORRIDGEWOCK CENTRAL MAINE AIRPORT, IN
 PE2519'THE SOUTH ANGLE OF THE RUNWAYS, ADJACENT TO THE WINDSOCK POLE.
 PE2519'OWNERSHIP--TOWN OF NORRIDGEWOCK, RON CHASE - AIRPORT MANAGER, P.O.
 PE2519'BOX 1760, NORRIDGEWOCK ME 04950, PHONE 207-634-5351.
 PE2519'
 PE2519'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 2 WEST,
 PE2519'201A AND STATE HIGHWAY 8 AT THE VETERANS MEMORIAL IN NORRIDGEWOCK, GO
 PE2519'SOUTHWEST FOR 1.2 KM (0.7 MI) ON HIGHWAY 2 TO A ROAD RIGHT.
 PE2519'TURN RIGHT AND GO NORTHWEST FOR 3.1 KM (1.95 MI) ON AIRPORT ROAD TO
 PE2519'A ROAD LEFT.
 PE2519'TURN LEFT AND GO WEST FOR 1.5 KM (0.95 MI) TO THE END OF ROAD AT
 PE2519'THE AIRPORT.  CONTINUE AHEAD FOR 0.2 KM (0.15 MI) ON THE TAXI STRIP
 PE2519'TO THE RUNWAY JUNCTION.  BEAR LEFT FOR 50 METERS (164 FT) TO THE
 PE2519'WINDSOCK AND THE STATION.
 PE2519'
 PE2519'THE STATION IS A STANDARD NGS DISK
 PE2519'STAMPED---NORRIDGE 1985---,
 PE2519'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 PE2519'30 CM IN DIAMETER PROJECTING 5 CM ABOVE GROUND.  LOCATED
 PE2519'57.0 METERS (187.0 FT) EAST-SOUTHEAST FROM THE APPROXIMATE CENTER
 PE2519'OF RUNWAY 3-21,
 PE2519'49.8 METERS (163.4 FT) SOUTH-SOUTHEAST FROM THE CENTER OF A ROUND
 PE2519'DRAIN COVER AT THE RUNWAY EDGE JUNCTION,
 PE2519'40.3 METERS (132.2 FT) SOUTHWEST FROM THE APPROXIMATE CENTER OF
 PE2519'RUNWAY 15-33,
 PE2519'4.1 METERS (13.5 FT) EAST FROM THE WINDSOCK POLE AND
 PE2519'0.7 METERS (2.3 FT) WEST FROM A CARSONITE WITNESS POST.
 PE2519'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 PE2519'STAMPED---NORRIDGE 1985---,
 PE2519'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 PE2519'
 PE2519'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK
 PE2519'STAMPED---NORRIDGE 1985---,
 PE2519'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 PE2519'30 CM IN DIAMETER PROJECTING 1 CM ABOVE GROUND.  LOCATED
 PE2519'119 METERS (390.4 FT) NORTHWEST FROM THE SOUTHEAST END OF THE
 PE2519'RUNWAY,
 PE2519'24.0 METERS (78.7 FT) NORTHEAST FROM THE APPROXIMATE CENTER OF
 PE2519'RUNWAY 33,
 PE2519'5.8 METERS (19.0 FT) EAST FROM THE CENTER OF A SQUARE DRAIN COVER,
 PE2519'5.5 METERS (18.0 FT) NORTHWEST FROM THE JUNCTION OF EDGE OF RUNWAY
 PE2519'AND RAMP,
 PE2519'4.9 METERS (16.1 FT) SOUTHEAST FROM THE CENTER OF A ROUND DRAIN
 PE2519'COVER AND
 PE2519'0.7 METERS (2.3 FT) SOUTHWEST FROM A CARSONITE WITNESS POST.
 PE2519'TO REACH THE AZIMUTH FROM THE STATION,
 PE2519'GO SOUTHEAST FOR 0.6 KM (0.35 MI) ON RUNWAY 15-33 TO A RAMP AND
 PE2519'MARK ON THE LEFT.
 PE2519'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 PE2519'STAMPED---NORRIDGE 1985---,
 PE2519'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 PE2519'
 PE2519'NO REFERENCE MARKS WERE SET AT THIS TIME.
 PE2519'
 PE2519'FAA AIRPORT SURVEYS, MAINE, OCTOBER-NOVEMBER 1985.
 PE2519'
 PE2519'THIS STATION SUITABLE FOR GPS SURVEYS.
 PE2519'
 PE2519'DESCRIBED BY G.R. HEID.
 PE2519
 PE2519                          STATION RECOVERY (1995)
 PE2519
 PE2519'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KB)
 PE2519'RECOVERED AS DESCRIBED WITH THE FOLLOWING INFORMATION-  THIS STATION
 PE2519'IS DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION (PACS) - MAINE ANA
 PE2519'SURVEYS 1995
 PE2519
 PE2519                          STATION RECOVERY (1995)
 PE2519
 PE2519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (ALG)
 PE2519'THE STATION IS LOCATED IN NORRIDGEWOCK, ME.  AT THE CENTRAL MAINE
 PE2519'AIRPORT AT THE APPROXIMATE CENTER OF THE AIRFIELD, ON THE EAST SIDE OF
 PE2519'THE WINDSOCK AND SEMICIRCLE OF 50 GALLON DRUMS.  PERMISSION MUST BE
 PE2519'OBTAINED BEFORE ACCESSING THE AIRFIELD.  TO REACH THE STATION FROM THE
 PE2519'JUNCTION OF STATE HIGHWAY 2, STATE HIGHWAY ALT.  201A, AND COUNTY ROAD
 PE2519'8, IN DOWNTOWN NORRIDGEWOCK, (ACROSS FROM POST OFFICE) .  GO WEST ON
 PE2519'STATE HWY.  2 FOR 1.2 MI (1.9 KM) TO A ROAD RIGHT, AIRPORT ROAD.  TURN
 PE2519'RIGHT ONTO AIRPORT ROADAND GO NORTHLY FOR 3.0 MI (4.8 KM) TO THE
 PE2519'AIRPORT AND STATION TO THE LEFT.  THE STATION IS APPROXIMATELY 0.20 MI
 PE2519'(0.32 KM) WEST OF THE AIRPORT BEACON, 32.0 M (105.0 FT) EAST SOUTHEAST
 PE2519'OF THE SOUTHEAST EDGE OF RUNWAY 3-21, 17.3 M (56.8 FT) SOUTHWEST OF
 PE2519'THE SOUTHWEST EDGE OF RUNWAY 15-33, 4.2 M (13.8 FT) EAST OF THE
 PE2519'WINDSOCK, AND 0.5 M (1.6 FT) WEST OF A WITNESS POST.  THE STATION IS A
 PE2519'NGS HORIZONTAL CONTROL DISK STAMPED---NORRIDGEWOCK 1985--- SET IN THE
 PE2519'TOP OF A ROUND CONCRETE MONUMENT.
 PE2519
 PE2519                          STATION RECOVERY (1996)
 PE2519
 PE2519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 PE2519'THE STATION IS LOCATED ABOUT 6.0 KM (3.70 MI) WEST OF NORRIDGEWOCK, AT
 PE2519'THE NORRIDGEWOCK CENTRAL MAINE AIRPORT, IN THE SOUTH ANGLE OF THE
 PE2519'RUNWAYS, ADJACENT TO THE WINDSOCK POLE.  OWNERSHIP--TOWN OF
 PE2519'NORRIDGEWOCK, RON CHASE - AIRPORT MANAGER, BOX 1760, NORRIDGEWOCK, ME.
 PE2519'04950, PHONE 207-634-5351.  TO REACH THE STATION FROM THE JUNCTION OF
 PE2519'U.S.  HIGHWAYS 2 WEST, 201A AND STATE HIGHWAY 8 AT THE VETERANS
 PE2519'MEMORIAL IN NORRIDGEWOCK, GO SOUTHWEST FOR 1.2 KM (0.75 MI) ON HIGHWAY
 PE2519'2 TO A ROAD RIGHT, TURN RIGHT AND GO NORTHWEST FOR 3.1 KM (1.90 MI) ON
 PE2519'AIRPORT ROAD TO A ROAD FORK LEFT, BEAR LEFT AND GO WEST FOR 1.5 KM
 PE2519'(0.95 MI) TO THE END OF ROAD AT THE AIRPORT, CONTINUE AHEAD FOR 0.2 KM
 PE2519'(0.10 MI) ON THE APRON THEN ON A CONNECTOR TAXIWAY TO THE RUNWAY
 PE2519'JUNCTION, BEAR LEFT AND GO SOUTHERLY FOR 50 METERS (164.0 FT) TO THE
 PE2519'WINDSOCK AND THE STATION.  THE STATION IS A STANDARD NGS DISK
 PE2519'STAMPED---NORRIDGE 1985---, SET INTO THE TOP OF A ROUND CONCRETE
 PE2519'MONUMENT 30 CM IN DIAMETER PROJECTING 5 CM ABOVE GROUND, LOCATED 57.0
 PE2519'METERS (187.0 FT) EAST-SOUTHEAST FROM THE APPROXIMATE CENTER OF RUNWAY
 PE2519'3-21, 49.8 METERS (163.4 FT) SOUTH-SOUTHEAST FROM THE CENTER OF A
 PE2519'ROUND DRAIN COVER AT THE RUNWAY EDGE JUNCTION, 40.3 METERS (132.2 FT)
 PE2519'SOUTHWEST FROM THE APPROXIMATE CENTER OF RUNWAY 15-33, 4.1 METERS
 PE2519'(13.5 FT) EAST FROM THE WINDSOCK POLE AND 0.7 METERS (2.3 FT) WEST
 PE2519'FROM A WITNESS POST.  THIS IS THE PRIMARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2520 ***********************************************************************
 PE2520  SACS        -  This is a Secondary Airport Control Station.
 PE2520  DESIGNATION -  NORRIDGE AZ MK
 PE2520  PID         -  PE2520
 PE2520  STATE/COUNTY-  ME/SOMERSET
 PE2520  USGS QUAD   -  NORRIDGEWOCK (1982)
 PE2520
 PE2520                         *CURRENT SURVEY CONTROL
 PE2520  ___________________________________________________________________
 PE2520* NAD 83(1996)-  44 42 50.48585(N)    069 51 37.78577(W)     ADJUSTED  
 PE2520* NAVD 88     -        79.39   (meters)     260.5    (feet)  GPS OBS   
 PE2520  ___________________________________________________________________
 PE2520  X           -   1,563,169.557 (meters)                     COMP
 PE2520  Y           -  -4,262,453.020 (meters)                     COMP
 PE2520  Z           -   4,464,857.878 (meters)                     COMP
 PE2520  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 PE2520  ELLIP HEIGHT-          53.27  (meters)          (01/07/02) GPS OBS
 PE2520  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 PE2520
 PE2520  HORZ ORDER  -  FIRST
 PE2520  ELLP ORDER  -  FIFTH     CLASS I
 PE2520
 PE2520.This mark is at Central Maine Arpt Of Norridgewock Airport (OWK)
 PE2520
 PE2520.The horizontal coordinates were established by GPS observations
 PE2520.and adjusted by the National Geodetic Survey in July 1997..
 PE2520
 PE2520.The orthometric height was determined by GPS observations and a
 PE2520.high-resolution geoid model.
 PE2520
 PE2520.GPS derived orthometric heights for airport stations designated as
 PE2520.PACS or SACS are published to 2 decimal places.  This maintains
 PE2520.centimeter relative accuracy between the PACS and SACS.  It does
 PE2520.not indicate centimeter accuracy relative to other marks which are
 PE2520.part of the NAVD 88 network.
 PE2520
 PE2520.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PE2520
 PE2520.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2520
 PE2520.The ellipsoidal height was determined by GPS observations
 PE2520.and is referenced to NAD 83.
 PE2520
 PE2520.The geoid height was determined by GEOID03.
 PE2520
 PE2520;                    North         East     Units Scale Factor Converg.
 PE2520;SPC ME W     -   208,998.079   924,259.560   MT  0.99997390   +0 12 55.5
 PE2520;UTM  19      - 4,951,542.978   431,843.202   MT  0.99965712   -0 36 19.6
 PE2520
 PE2520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2520!SPC ME W     -   0.99999165  x   0.99997390  =   0.99996555
 PE2520!UTM  19      -   0.99999165  x   0.99965712  =   0.99964877
 PE2520
 PE2520:                Primary Azimuth Mark                     Grid Az
 PE2520:SPC ME W     -  NORRIDGE                                 302 32 42.7
 PE2520:UTM  19      -  NORRIDGE                                 303 21 57.8
 PE2520
 PE2520|---------------------------------------------------------------------|
 PE2520| PID    Reference Object                     Distance      Geod. Az  |
 PE2520|                                                           dddmmss.s |
 PE2520| PE2519 NORRIDGE                            APPROX. 0.5 KM 3024538.2 |
 PE2520|---------------------------------------------------------------------|
 PE2520
 PE2520                          SUPERSEDED SURVEY CONTROL
 PE2520
 PE2520  ELLIP H (07/24/97)   53.25   (m)                       GP(       ) 1 1
 PE2520  NAD 83(1992)-  44 42 50.48574(N)    069 51 37.78505(W) AD(1995.00) 1
 PE2520  ELLIP H (04/19/96)   53.24   (m)                       GP(1995.00) 3 1
 PE2520  NAD 83(1992)-  44 42 50.48327(N)    069 51 37.78609(W) AD(       ) 1
 PE2520  ELLIP H (01/28/95)   53.37   (m)                       GP(       ) 4 2
 PE2520  NAD 83(1986)-  44 42 50.49058(N)    069 51 37.79436(W) AD(       ) 1
 PE2520  NGVD 29 (11/20/87)   79.3    (m)          260.     (f) GPS OBS        
 PE2520
 PE2520.Superseded values are not recommended for survey control.
 PE2520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2520.See file dsdata.txt to determine how the superseded data were derived.
 PE2520
 PE2520_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK3184351543(NAD 83)
 PE2520_MARKER: DZ = AZIMUTH MARK DISK
 PE2520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE2520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE2520_STAMPING: NORRIDGE 1985
 PE2520_MARK LOGO: NGS   
 PE2520_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE2520+STABILITY: SURFACE MOTION
 PE2520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE2520+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1996
 PE2520
 PE2520  HISTORY     - Date     Condition        Report By
 PE2520  HISTORY     - 1985     MONUMENTED       NGS
 PE2520  HISTORY     - 19951007 GOOD             CHANCE
 PE2520  HISTORY     - 19960703 GOOD             NGS
 PE2520
 PE2520                          STATION DESCRIPTION
 PE2520
 PE2520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (MRM)
 PE2520'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI)
 PE2520'WEST OF NORRIDGEWOCK, AT THE NORRIDGEWOCK CENTRAL MAINE AIRPORT, AT
 PE2520'THE END OF RUNWAY 33, AT THE JUNCTION OF RUNWAY AND A RAMP.
 PE2520'OWNERSHIP--TOWN OF NORRIDGEWOCK, RON CHASE - AIRPORT MANAGER, RR 1,
 PE2520'P.O. BOX 1760, NORRIDGEWOCK ME 04950, PHONE 207-634-5351.
 PE2520'
 PE2520'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 2 AND 201A,
 PE2520'AND STATE HIGHWAY 8 AT THE VETERANS MEMORIAL IN NORRIDGEWOCK, GO
 PE2520'SOUTHWEST FOR 1.1 KM (0.7 MI) ON HIGHWAY 2 TO A ROAD RIGHT.
 PE2520'TURN RIGHT AND GO NORTHWEST FOR 3.1 KM (1.95 MI) ON AIRPORT ROAD TO
 PE2520'A PAVED ROAD LEFT.
 PE2520'TURN LEFT AND GO WEST FOR 1.5 KM (0.95 MI) ON THE PAVED ROAD TO THE
 PE2520'END OF ROAD AT AIRPORT.  CONTINUE AHEAD FOR 0.2 KM (0.15 MI) ON THE
 PE2520'TAXI STRIP TO THE RUNWAY JUNCTION.  TURN LEFT AND GO SOUTHEAST FOR
 PE2520'0.6 KM (0.4 MI) ON RUNWAY 15-33 TO THE RAMP AND STATION ON THE LEFT.
 PE2520'
 PE2520'THE STATION IS A STANDARD NGS DISK
 PE2520'STAMPED---NORRIDGE 1985---,
 PE2520'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 PE2520'30 CM IN DIAMETER PROJECTING 1 CM ABOVE GROUND.  LOCATED
 PE2520'119 METERS (390.4 FT) NORTHWEST FROM THE SOUTHEAST END OF THE
 PE2520'RUNWAY,
 PE2520'24.0 METERS (78.7 FT) NORTHEAST FROM THE APPROXIMATE CENTER OF THE
 PE2520'RUNWAY,
 PE2520'5.8 METERS (19.0 FT) EAST FROM THE CENTER OF A SQUARE DRAIN COVER,
 PE2520'5.5 METERS (18.0 FT) NORTHWEST FROM THE JUNCTION OF THE EDGE OF THE
 PE2520'RUNWAY AND RAMP,
 PE2520'4.9 METERS (16.1 FT) SOUTHEAST FROM THE CENTER OF A ROUND DRAIN
 PE2520'COVER AND
 PE2520'0.7 METERS (2.3 FT) SOUTHWEST FROM A CARSONITE WITNESS POST.
 PE2520'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 PE2520'STAMPED---NORRIDGE 1985---,
 PE2520'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 PE2520'
 PE2520'NO REFERENCE MARKS WERE SET AT THIS TIME.
 PE2520'
 PE2520'FAA AIRPORT SURVEYS, MAINE, OCTOBER-NOVEMBER 1985.
 PE2520'
 PE2520'THIS STATION SUITABLE FOR GPS SURVEYS.
 PE2520'
 PE2520'DESCRIBED BY G.R. HEID.
 PE2520
 PE2520                          STATION RECOVERY (1995)
 PE2520
 PE2520'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (CS)
 PE2520'RECOVERED AS DESCRIBED WITH THE FOLLOWING INFORMATION-  THIS STATION
 PE2520'IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION (SACS) - MAINE
 PE2520'ANA SURVEYS 1995
 PE2520
 PE2520                          STATION RECOVERY (1996)
 PE2520
 PE2520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 PE2520'THE STATION IS LOCATED ABOUT 5.6 KM (3.45 MI) WEST OF NORRIDGEWOCK, AT
 PE2520'THE NORRIDGEWOCK CENTRAL MAINE AIRPORT, AT THE END OF RUNWAY 33, AT
 PE2520'THE JUNCTION OF A TAXIWAY AND THE RUNWAY.  OWNERSHIP--TOWN OF
 PE2520'NORRIDGEWOCK, RON CHASE - AIRPORT MANAGER, BOX 1760, NORRIDGEWOCK, ME.
 PE2520'04950, PHONE 207-634-5351.  TO REACH THE STATION FROM THE JUNCTION OF
 PE2520'U.S.  HIGHWAYS 2 AND 201A, AND STATE HIGHWAY 8 AT THE VETERANS
 PE2520'MEMORIAL IN NORRIDGEWOCK, GO SOUTHWEST FOR 1.1 KM (0.70 MI) ON HIGHWAY
 PE2520'2 TO A ROAD RIGHT, TURN RIGHT AND GO NORTHWEST FOR 3.1 KM (1.90 MI) ON
 PE2520'AIRPORT ROAD TO A PAVED ROAD FORK LEFT, BEAR LEFT AND GO WEST FOR 1.5
 PE2520'KM (0.95 MI) ON THE PAVED ROAD TO THE END OF ROAD AT AIRPORT, TURN
 PE2520'LEFT AND GO SOUTHEAST ON THE APRON THEN SOUTH ON A TAXIWAY FOR 0.56 KM
 PE2520'(0.35 MI) TO RUNWAY 15-33 AND THE STATION ON THE RIGHT.  THE STATION
 PE2520'IS A STANDARD NGS DISK STAMPED---NORRIDGE 1985---, SET INTO THE TOP OF
 PE2520'A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER PROJECTING 1 CM ABOVE
 PE2520'GROUND, LOCATED 119 METERS (390.4 FT) NORTHWEST FROM THE SOUTHEAST END
 PE2520'OF THE RUNWAY, 24.0 METERS (78.7 FT) NORTHEAST FROM THE APPROXIMATE
 PE2520'CENTER OF THE RUNWAY, 5.8 METERS (19.0 FT) EAST FROM THE CENTER OF A
 PE2520'SQUARE DRAIN COVER, 5.5 METERS (18.0 FT) NORTHWEST FROM THE JUNCTION
 PE2520'OF THE EDGE OF THE RUNWAY AND RAMP, 4.9 METERS (16.1 FT) SOUTHEAST
 PE2520'FROM THE CENTER OF A ROUND DRAIN COVER AND 0.7 METERS (2.3 FT)
 PE2520'SOUTHWEST FROM A WITNESS POST.  THIS IS A SECONDARY AIRPORT CONTROL
 PE2520'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1692 ***********************************************************************
 QF1692  DESIGNATION -  NORTH BASE IBC
 QF1692  PID         -  QF1692
 QF1692  STATE/COUNTY-  ME/WASHINGTON
 QF1692  USGS QUAD   -  FOREST CITY (1988)
 QF1692
 QF1692                         *CURRENT SURVEY CONTROL
 QF1692  ___________________________________________________________________
 QF1692* NAD 83(1996)-  45 40 31.99015(N)    067 43 49.21455(W)     ADJUSTED  
 QF1692* NAVD 88     -       131.     (meters)     430.     (feet)  SCALED    
 QF1692  ___________________________________________________________________
 QF1692  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 QF1692  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 QF1692
 QF1692  HORZ ORDER  -  SECOND
 QF1692
 QF1692.The horizontal coordinates were established by classical geodetic methods
 QF1692.and adjusted by the National Geodetic Survey in March 1998..
 QF1692
 QF1692.The orthometric height was scaled from a topographic map.
 QF1692
 QF1692.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1692
 QF1692.The geoid height was determined by GEOID03.
 QF1692
 QF1692;                    North         East     Units Scale Factor Converg.
 QF1692;SPC ME E     -   223,503.985   359,962.079   MT  0.99994419   +0 33 02.3
 QF1692;UTM  19      - 5,058,784.095   598,885.771   MT  0.99972022   +0 54 30.2
 QF1692
 QF1692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1692!SPC ME E     -   0.99998322  x   0.99994419  =   0.99992741
 QF1692!UTM  19      -   0.99998322  x   0.99972022  =   0.99970345
 QF1692
 QF1692|---------------------------------------------------------------------|
 QF1692| PID    Reference Object                     Distance      Geod. Az  |
 QF1692|                                                           dddmmss.s |
 QF1692| QF1682 SOUTH BASE IBC                      323.663 METERS 14258     |
 QF1692| SF0230 GREEN RIVER GSC                                    3505556.4 |
 QF1692|---------------------------------------------------------------------|
 QF1692
 QF1692                          SUPERSEDED SURVEY CONTROL
 QF1692
 QF1692  NAD 83(1992)-  45 40 31.98699(N)    067 43 49.21275(W) AD(       ) 2
 QF1692  NAD 83(1986)-  45 40 31.99132(N)    067 43 49.22893(W) AD(       ) 2
 QF1692  NAD 27      -  45 40 31.77200(N)    067 43 51.19600(W) AD(       ) 2
 QF1692
 QF1692.Superseded values are not recommended for survey control.
 QF1692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1692.See file dsdata.txt to determine how the superseded data were derived.
 QF1692
 QF1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9888658784(NAD 83)
 QF1692_MARKER: DD = SURVEY DISK
 QF1692_SETTING: 80 = SET IN A BOULDER
 QF1692_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF1692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1692+STABILITY: SURFACE MOTION
 QF1692
 QF1692  HISTORY     - Date     Condition        Report By
 QF1692  HISTORY     - 1912     MONUMENTED       IBC
 QF1692  HISTORY     - 1955     SEE DESCRIPTION  IBC
 QF1692  HISTORY     - 1972     GOOD             IBC
 QF1692
 QF1692                          STATION DESCRIPTION
 QF1692
 QF1692'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (AJB)
 QF1692'ON THE W SHORE OF MUD LAKE, ABOUT 0.9 MILE N OF FOREST CITY.  IT IS
 QF1692'ON A LARGE WHITE ROCK 1.8 METERS HIGH AT THE LAKE END OF A CROOKED
 QF1692'FENCE ON THE FARM OF HARVEY BOONE AND IS 83 METERS S OF THE LINE
 QF1692'FENCE BETWEEN THE FARMS OF HARVEY BOONE AND GEORGE BOONE.  IT IS IN
 QF1692'PASTURE LAND 50 FEET N OF A FENCE ENDING AT LAKE AND 30 FEET FROM THE
 QF1692'LAKE, JUST INSIDE THE BUSHES.
 QF1692'
 QF1692'STATION MARK IS A COPPER DISK SET IN A DRILL HOLE IN THE ROCK.  A
 QF1692'CROSS WITHIN A TRIANGLE IS CUT ON A SMALL ROCK NEAR THE FENCE 5.25
 QF1692'METERS INLAND FROM THE STATION.  ANOTHER CROSS WITHIN A TRIANGLE IS
 QF1692'CUT IN A ROCK IN LINE WITH THE FENCE 13.70 METERS LAKEWARD FROM THE
 QF1692'STATION.  THE STATION IS 1.89 METERS S OF THE LINE JOINING THESE
 QF1692'TWO CROSSES.  A CROSS WITHIN A TRIANGLE IS CUT ON A ROCK 7.28 METERS
 QF1692'S OF THE STATION.
 QF1692
 QF1692                          STATION RECOVERY (1955)
 QF1692
 QF1692'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1692'SECOND REFERENCE IN WATER.
 QF1692
 QF1692                          STATION RECOVERY (1972)
 QF1692
 QF1692'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1692'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1957 ***********************************************************************
 QF1957  DESIGNATION -  NORTH CROSS IBC
 QF1957  PID         -  QF1957
 QF1957  STATE/COUNTY-  ME/AROOSTOOK
 QF1957  USGS QUAD   -  ORIENT (1989)
 QF1957
 QF1957                         *CURRENT SURVEY CONTROL
 QF1957  ___________________________________________________________________
 QF1957* NAD 83(1996)-  45 49 00.40731(N)    067 46 49.79807(W)     ADJUSTED  
 QF1957* NAVD 88     -       133.     (meters)     436.     (feet)  SCALED    
 QF1957  ___________________________________________________________________
 QF1957  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 QF1957  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 QF1957
 QF1957  HORZ ORDER  -  THIRD
 QF1957
 QF1957.The horizontal coordinates were established by classical geodetic methods
 QF1957.and adjusted by the National Geodetic Survey in March 1998..
 QF1957
 QF1957.The orthometric height was scaled from a topographic map.
 QF1957
 QF1957.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1957
 QF1957.The geoid height was determined by GEOID03.
 QF1957
 QF1957;                    North         East     Units Scale Factor Converg.
 QF1957;SPC ME E     -   239,162.917   355,912.929   MT  0.99993842   +0 30 57.5
 QF1957;UTM  19      - 5,074,413.874   594,739.747   MT  0.99971034   +0 52 28.5
 QF1957
 QF1957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1957!SPC ME E     -   0.99998289  x   0.99993842  =   0.99992131
 QF1957!UTM  19      -   0.99998289  x   0.99971034  =   0.99969324
 QF1957
 QF1957                          SUPERSEDED SURVEY CONTROL
 QF1957
 QF1957  NAD 83(1992)-  45 49 00.40450(N)    067 46 49.79656(W) AD(       ) 3
 QF1957  NAD 83(1986)-  45 49 00.40954(N)    067 46 49.81681(W) AD(       ) 3
 QF1957  NAD 27      -  45 49 00.19856(N)    067 46 51.77348(W) AD(       ) 3
 QF1957
 QF1957.Superseded values are not recommended for survey control.
 QF1957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1957.See file dsdata.txt to determine how the superseded data were derived.
 QF1957
 QF1957_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9474074414(NAD 83)
 QF1957_MARKER: X = CHISELED CROSS
 QF1957_SETTING: 0 = UNSPECIFIED SETTING
 QF1957_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QF1957
 QF1957  HISTORY     - Date     Condition        Report By
 QF1957  HISTORY     - 1978     MONUMENTED       IBC
 QF1957
 QF1957                          STATION DESCRIPTION
 QF1957
 QF1957'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1978 (CRM)
 QF1957'THE STATION IS LOCATED ON THE NORTH GUARD RAIL AND IN THE
 QF1957'APPROXIMATE CENTER OF THE ORIENT - FOSTERVILLE BRIDGE.
 QF1957'
 QF1957'THE STATION MARK IS A 3/4 INCH CHISELED CROSS.
 QF1957'
 QF1957'IT IS 14.87 FEET OR 4.534 METERS BETWEEN NORTH CROSS 1978 AND SOUTH
 QF1957'CROSS 1978.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1657 ***********************************************************************
 OC1657  DESIGNATION -  NORTH CUSHING
 OC1657  PID         -  OC1657
 OC1657  STATE/COUNTY-  ME/CUMBERLAND
 OC1657  USGS QUAD   -  PORTLAND EAST (1975)
 OC1657
 OC1657                         *CURRENT SURVEY CONTROL
 OC1657  ___________________________________________________________________
 OC1657* NAD 83(1996)-  43 38 45.98275(N)    070 12 14.07227(W)     ADJUSTED  
 OC1657* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 OC1657  ___________________________________________________________________
 OC1657  LAPLACE CORR-           3.15  (seconds)                    DEFLEC99
 OC1657  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 OC1657
 OC1657  HORZ ORDER  -  THIRD
 OC1657
 OC1657.The horizontal coordinates were established by classical geodetic methods
 OC1657.and adjusted by the National Geodetic Survey in March 1998..
 OC1657
 OC1657.The orthometric height was scaled from a topographic map.
 OC1657
 OC1657.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1657
 OC1657.The geoid height was determined by GEOID03.
 OC1657
 OC1657;                    North         East     Units Scale Factor Converg.
 OC1657;SPC ME W     -    90,294.637   896,995.340   MT  0.99996678   -0 01 32.5
 OC1657;UTM  19      - 4,833,271.988   402,905.451   MT  0.99971596   -0 49 51.6
 OC1657
 OC1657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1657!SPC ME W     -   1.00000318  x   0.99996678  =   0.99996996
 OC1657!UTM  19      -   1.00000318  x   0.99971596  =   0.99971914
 OC1657
 OC1657:                Primary Azimuth Mark                     Grid Az
 OC1657:SPC ME W     -  CEMETERY RESET                           021 59 52.4
 OC1657:UTM  19      -  CEMETERY RESET                           022 48 11.5
 OC1657
 OC1657|---------------------------------------------------------------------|
 OC1657| PID    Reference Object                     Distance      Geod. Az  |
 OC1657|                                                           dddmmss.s |
 OC1657| OC1641 CEMETERY RESET                      APPROX. 0.8 KM 0215819.9 |
 OC1657| CE8347 NORTH CUSHING RM 1                    5.493 METERS 02716     |
 OC1657| OC1669 TROTTS ROCK BEACON                  APPROX. 0.9 KM 0700137.0 |
 OC1657| CE8348 NORTH CUSHING RM 2                   21.079 METERS 27226     |
 OC1657| OC1735 HOUSE ISLAND WINDMILL               APPROX. 0.9 KM 3335439.9 |
 OC1657|---------------------------------------------------------------------|
 OC1657
 OC1657                          SUPERSEDED SURVEY CONTROL
 OC1657
 OC1657  NAD 83(1992)-  43 38 45.98094(N)    070 12 14.07304(W) AD(       ) 3
 OC1657  NAD 83(1986)-  43 38 45.98705(N)    070 12 14.07883(W) AD(       ) 3
 OC1657  NAD 27      -  43 38 45.68100(N)    070 12 15.90300(W) AD(       ) 3
 OC1657
 OC1657.Superseded values are not recommended for survey control.
 OC1657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1657.See file dsdata.txt to determine how the superseded data were derived.
 OC1657
 OC1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0290533272(NAD 83)
 OC1657
 OC1657  HISTORY     - Date     Condition        Report By
 OC1657  HISTORY     - 1911     MONUMENTED       USE
 OC1657  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1657  HISTORY     - 1941     SEE DESCRIPTION  CGS
 OC1657  HISTORY     - 1987     GOOD             USPSQD
 OC1657
 OC1657                          STATION DESCRIPTION
 OC1657
 OC1657'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1657'THE STATION WAS FOUND AS DESCRIBED BY U S E D, ON THE EXTREME
 OC1657'NORTH POINT OF CUSHING ISLAND, 112 METERS FROM ROCKS AT TIP OF
 OC1657'THE POINT, 86 METERS SOUTHWEST OF SMALL OPEN PAVILION ON THE
 OC1657'POINT, 13 METERS NORTHEAST OF EAST CORNER OF OLD STONE CELLAR,
 OC1657'17 METERS WEST OF BIG WILLOW TREE WHICH IS AT THE HIGH WATER
 OC1657'LINE ON THE COVE TO THE EAST OF THE POINT.  THE STATION WAS
 OC1657'A DRILL HOLE IN A BOULDER WHICH OUTCROPS IN A SPOT ABOUT 1/2
 OC1657'METER ACROSS AND 6 IN HIGH IN THE PATH OF THE PAVILION, ABOUT
 OC1657'5 METERS ABOVE HIGH WATER LINE.
 OC1657'
 OC1657'R.M. 1 IS NORTHEAST OF STATION ON SIMILAR OUTCROP ,
 OC1657'1 METER WEST OF THE PATH.  R.M. 2 IS WEST OF THE STATION ON
 OC1657'TOP OF LEDGE OF ROCK, 12 METERS EAST OF TOP OF BLUFF ON NORTHWEST
 OC1657'SIDE OF POINT, 8 METERS NORTHWEST OF STONE CELLAR.
 OC1657
 OC1657                          STATION RECOVERY (1941)
 OC1657
 OC1657'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FLP)
 OC1657'RECOVERED AS DESCRIBED IN 1933.
 OC1657
 OC1657                          STATION RECOVERY (1987)
 OC1657
 OC1657'RECOVERY NOTE BY US POWER SQUADRON 1987 (DWH)
 OC1657'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2342 ***********************************************************************
 PE2342  DESIGNATION -  NORTH CUSHING WHITE CH SPIRE
 PE2342  PID         -  PE2342
 PE2342  STATE/COUNTY-  ME/KNOX
 PE2342  USGS QUAD   -  THOMASTON (1973)
 PE2342
 PE2342                         *CURRENT SURVEY CONTROL
 PE2342  ___________________________________________________________________
 PE2342* NAD 83(1996)-  44 02 11.51308(N)    069 12 44.42493(W)     ADJUSTED  
 PE2342* NAVD 88     -                                                        
 PE2342  ___________________________________________________________________
 PE2342  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 PE2342  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 PE2342
 PE2342  HORZ ORDER  -  THIRD
 PE2342
 PE2342.The horizontal coordinates were established by classical geodetic methods
 PE2342.and adjusted by the National Geodetic Survey in March 1998..
 PE2342
 PE2342
 PE2342.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2342
 PE2342.The geoid height was determined by GEOID03.
 PE2342
 PE2342;                    North         East     Units Scale Factor Converg.
 PE2342;SPC ME E     -    41,338.032   242,906.625   MT  0.99994008   -0 29 42.6
 PE2342;SPC ME W     -   134,115.156   976,493.483   MT  1.00003860   +0 39 48.2
 PE2342;UTM  19      - 4,875,952.232   482,986.256   MT  0.99960356   -0 08 51.4
 PE2342
 PE2342                          SUPERSEDED SURVEY CONTROL
 PE2342
 PE2342  NAD 83(1992)-  44 02 11.51813(N)    069 12 44.40620(W) AD(       ) 4
 PE2342  NAD 83(1986)-  44 02 11.52222(N)    069 12 44.41283(W) AD(       ) 4
 PE2342  NAD 27      -  44 02 11.23000(N)    069 12 46.25000(W) AD(       ) 3
 PE2342
 PE2342.Superseded values are not recommended for survey control.
 PE2342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2342.See file dsdata.txt to determine how the superseded data were derived.
 PE2342
 PE2342_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ8298675952(NAD 83)
 PE2342
 PE2342  HISTORY     - Date     Condition        Report By
 PE2342  HISTORY     - 1934     MONUMENTED       CGS
 PE2342  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2342  HISTORY     - 1953     SEE DESCRIPTION  CGS
 PE2342
 PE2342                          STATION DESCRIPTION
 PE2342
 PE2342'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2342'THIS STATION IS ON THE W SIDE OF THE ST. GEORGE RIVER AND ABOUT
 PE2342'ONE HALF MILE S OF THE TOWN OF NORTH CUSHING.  THE CHURCH IS
 PE2342'ON THE W SIDE OF THE ROAD LEADING FROM NORTH CUSHING TO
 PE2342'CUSHING.  THE SPIRE AND THE CHURCH ARE BOTH WHITE.
 PE2342
 PE2342                          STATION RECOVERY (1943)
 PE2342
 PE2342'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2342'STATION RECOVERED AS DESCRIBED WITH FOLLOWING ADDITIONS--
 PE2342'
 PE2342'THERE IS WHITE LATTICE WORK AROUND THE BELFRY PART OF THE SPIRE
 PE2342'AND THE CHURCH IS A WOODEN STRUCTURE.
 PE2342
 PE2342                          STATION RECOVERY (1953)
 PE2342
 PE2342'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (PT)
 PE2342'STATION DESTROYED.  THE SPIRE HAS BEEN REMOVED.  THE CHURCH IS
 PE2342'NOW BEING REBUILT AS A HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0460 ***********************************************************************
 OB0460  DESIGNATION -  NORTH EDGECOMBE WHITE SPIRE
 OB0460  PID         -  OB0460
 OB0460  STATE/COUNTY-  ME/LINCOLN
 OB0460  USGS QUAD   -  WESTPORT (1970)
 OB0460
 OB0460                         *CURRENT SURVEY CONTROL
 OB0460  ___________________________________________________________________
 OB0460* NAD 83(1996)-  43 59 10.46708(N)    069 38 42.90066(W)     ADJUSTED  
 OB0460* NAVD 88     -                                                        
 OB0460  ___________________________________________________________________
 OB0460  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 OB0460  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 OB0460
 OB0460  HORZ ORDER  -  THIRD
 OB0460
 OB0460.The horizontal coordinates were established by classical geodetic methods
 OB0460.and adjusted by the National Geodetic Survey in March 1998..
 OB0460
 OB0460
 OB0460.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0460
 OB0460.The geoid height was determined by GEOID03.
 OB0460
 OB0460;                    North         East     Units Scale Factor Converg.
 OB0460;SPC ME W     -   128,216.778   941,829.122   MT  0.99998818   +0 21 43.6
 OB0460;UTM  19      - 4,870,546.998   448,255.646   MT  0.99963293   -0 26 53.3
 OB0460
 OB0460                          SUPERSEDED SURVEY CONTROL
 OB0460
 OB0460  NAD 83(1992)-  43 59 10.46829(N)    069 38 42.89650(W) AD(       ) 4
 OB0460  NAD 83(1986)-  43 59 10.47343(N)    069 38 42.90200(W) AD(       ) 4
 OB0460  NAD 27      -  43 59 10.19000(N)    069 38 44.72000(W) AD(       ) 3
 OB0460
 OB0460.Superseded values are not recommended for survey control.
 OB0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0460.See file dsdata.txt to determine how the superseded data were derived.
 OB0460
 OB0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ4825670547(NAD 83)
 OB0460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OB0460+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2005
 OB0460
 OB0460  HISTORY     - Date     Condition        Report By
 OB0460  HISTORY     - 1934     MONUMENTED       CGS
 OB0460  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0460  HISTORY     - 1988     GOOD             USPSQD
 OB0460  HISTORY     - 20040422 GOOD             USPSQD
 OB0460  HISTORY     - 20051104 GOOD             USPSQD
 OB0460
 OB0460                          STATION DESCRIPTION
 OB0460
 OB0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0460'THIS STATION IS THE TALL WHITE SPIRE AT THE JUNCTION OF THE PAVED
 OB0460'ROADS IN NORTH EDGECOMBE, WHICH IS ON THE E SIDE OF THE SHEEPSCOT
 OB0460'RIVER, SE OF WISCASSET.
 OB0460'
 OB0460'THE STATION IS A NO CHECK POINT.
 OB0460
 OB0460                          STATION RECOVERY (1942)
 OB0460
 OB0460'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (HOF)
 OB0460'RECOVERED AS DESCRIBED.
 OB0460
 OB0460                          STATION RECOVERY (1988)
 OB0460
 OB0460'RECOVERY NOTE BY US POWER SQUADRON 1988 (AMW)
 OB0460'RECOVERED IN GOOD CONDITION.
 OB0460
 OB0460                          STATION RECOVERY (2004)
 OB0460
 OB0460'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMW)
 OB0460'RECOVERED IN GOOD CONDITION.
 OB0460
 OB0460                          STATION RECOVERY (2005)
 OB0460
 OB0460'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMW)
 OB0460'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2063 ***********************************************************************
 PE2063  DESIGNATION -  NORTH FOX
 PE2063  PID         -  PE2063
 PE2063  STATE/COUNTY-  ME/KNOX
 PE2063  USGS QUAD   -  NORTH HAVEN EAST (1982)
 PE2063
 PE2063                         *CURRENT SURVEY CONTROL
 PE2063  ___________________________________________________________________
 PE2063* NAD 83(1996)-  44 10 52.48990(N)    068 49 37.66877(W)     ADJUSTED  
 PE2063* NAVD 88     -        49.     (meters)     161.     (feet)  SCALED    
 PE2063  ___________________________________________________________________
 PE2063  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 PE2063  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 PE2063
 PE2063  HORZ ORDER  -  SECOND
 PE2063
 PE2063.The horizontal coordinates were established by classical geodetic methods
 PE2063.and adjusted by the National Geodetic Survey in March 1998..
 PE2063
 PE2063.The orthometric height was scaled from a topographic map.
 PE2063
 PE2063.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2063
 PE2063.The geoid height was determined by GEOID03.
 PE2063
 PE2063;                    North         East     Units Scale Factor Converg.
 PE2063;SPC ME E     -    57,221.753   273,844.748   MT  0.99990841   -0 13 40.8
 PE2063;UTM  19      - 4,892,018.415   513,817.421   MT  0.99960235   +0 07 13.7
 PE2063
 PE2063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2063!SPC ME E     -   0.99999626  x   0.99990841  =   0.99990467
 PE2063!UTM  19      -   0.99999626  x   0.99960235  =   0.99959861
 PE2063
 PE2063:                Primary Azimuth Mark                     Grid Az
 PE2063:SPC ME E     -  STONINGTON WATER TOWER                   101 53 45.4
 PE2063:UTM  19      -  STONINGTON WATER TOWER                   101 32 50.9
 PE2063
 PE2063|---------------------------------------------------------------------|
 PE2063| PID    Reference Object                     Distance      Geod. Az  |
 PE2063|                                                           dddmmss.s |
 PE2063| PE2048 STONINGTON WATER TOWER              APPROX.12.6 KM 1014004.6 |
 PE2063| PE2051 CROTCH ISLAND STACK                 APPROX.12.8 KM 1074912.4 |
 PE2063| CE8589 NORTH FOX RM 1                        7.518 METERS 11357     |
 PE2063| CE8590 NORTH FOX RM 2                       11.305 METERS 19900     |
 PE2063| PE2058 NORTH HAVEN WATER TOWER             APPROX. 6.5 KM 2143420.1 |
 PE2063| PE2103 MARK ISLAND POINT SPINDLE           APPROX.12.5 KM 2642524.0 |
 PE2063| PE2130 DARK HARBOR HOTEL CHIM SE END       APPROX.10.9 KM 3222528.4 |
 PE2063| PE2129 DARK HARBOR HOTEL WATER TANK        APPROX.10.9 KM 3230727.3 |
 PE2063|---------------------------------------------------------------------|
 PE2063
 PE2063                          SUPERSEDED SURVEY CONTROL
 PE2063
 PE2063  NAD 83(1992)-  44 10 52.49559(N)    068 49 37.64815(W) AD(       ) 2
 PE2063  NAD 83(1986)-  44 10 52.49835(N)    068 49 37.65110(W) AD(       ) 2
 PE2063  NAD 27      -  44 10 52.20700(N)    068 49 39.54500(W) AD(       ) 2
 PE2063
 PE2063.Superseded values are not recommended for survey control.
 PE2063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2063.See file dsdata.txt to determine how the superseded data were derived.
 PE2063
 PE2063_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ1381792018(NAD 83)
 PE2063
 PE2063  HISTORY     - Date     Condition        Report By
 PE2063  HISTORY     - 1858     MONUMENTED       CGS
 PE2063  HISTORY     - 1911     SEE DESCRIPTION  CGS
 PE2063  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2063  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2063
 PE2063                          STATION DESCRIPTION
 PE2063
 PE2063'DESCRIBED BY COAST AND GEODETIC SURVEY 1911
 PE2063'STATION IS ON THE SUMMIT OF A HIGH BARE HILL CALLED OAK HILL,
 PE2063'NEAR THE NORTHEASTERN EXTREMITY OF NORTH HAVEN ISLAND.  ANOTHER
 PE2063'HILL WITHIN 30 FEET OF THE SAME ELEVATION STANDS ABOUT 1/4
 PE2063'MILE TO THE NORTHWARD.  THE STATION IS READILY ACCESSIBLE, IT
 PE2063'BEING POSSIBLE TO DRIVE RIGHT TO IT.  IT IS MARKED BY A COPPER
 PE2063'BOLT SET IN A HOLE IN THE ROCK.  TWO REFERENCE MARKS, 3/4-INCH
 PE2063'DRILL HOLES FILLED WITH LEAD, ARE PLACED, RESPECTIVELY, 109.5
 PE2063'FEET SW AND 70.2 FEET E BY N FROM THE STATION.
 PE2063
 PE2063                          STATION RECOVERY (1934)
 PE2063
 PE2063'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2063'STATION WAS RECOVERED AS DESCRIBED.  THE COPPER BOLT BEING IN
 PE2063'GOOD CONDITION WAS USED AS THE STATION MARK, BUT TWO NEW
 PE2063'REFERENCE MARKS WERE SET, STANDARD BRONZE DISKS WEDGED IN
 PE2063'DRILL HOLES IN OUTCROPPING BEDROCK.  THE OLD REFERENCE MARKS WERE
 PE2063'REMEASURED AND FOUND TO BE 70.78 FEET AND 110.35 FEET.
 PE2063'
 PE2063'STATION CAN BE REACHED EITHER FROM THE COVE ON THE E SIDE
 PE2063'OF OAK HILL OR THE COVE ON THE W SIDE.  AT EITHER COVE, LAND
 PE2063'ON THE PEBBLE BEACH AND FOLLOW FROM THE ROAD TO TOP OF HILL
 PE2063'1/4 MILE FROM SHORE.  TURN N ON OAK HILL AND FOLLOW ABOUT 200
 PE2063'METERS FROM A STONE FENCE TO THE HIGHEST POINT OF THE HILL AND
 PE2063'THE STATION.
 PE2063'
 PE2063'A 16-FOOT A FRAME SIGNAL WAS USED AND THE INSTRUMENT WAS 1.5
 PE2063'METERS ABOVE THE GROUND.
 PE2063
 PE2063                          STATION RECOVERY (1943)
 PE2063
 PE2063'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2063'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2104 ***********************************************************************
 PE2104  DESIGNATION -  NORTH HAVEN BAPTIST CH SPIRE
 PE2104  PID         -  PE2104
 PE2104  STATE/COUNTY-  ME/KNOX
 PE2104  USGS QUAD   -  NORTH HAVEN WEST (1983)
 PE2104
 PE2104                         *CURRENT SURVEY CONTROL
 PE2104  ___________________________________________________________________
 PE2104* NAD 83(1996)-  44 09 00.52245(N)    068 52 49.34123(W)     ADJUSTED  
 PE2104* NAVD 88     -                                                        
 PE2104  ___________________________________________________________________
 PE2104  LAPLACE CORR-           2.22  (seconds)                    DEFLEC99
 PE2104  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 PE2104
 PE2104  HORZ ORDER  -  THIRD
 PE2104
 PE2104.The horizontal coordinates were established by classical geodetic methods
 PE2104.and adjusted by the National Geodetic Survey in March 1998..
 PE2104
 PE2104
 PE2104.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2104
 PE2104.The geoid height was determined by GEOID03.
 PE2104
 PE2104;                    North         East     Units Scale Factor Converg.
 PE2104;SPC ME E     -    53,784.492   269,571.842   MT  0.99991138   -0 15 53.8
 PE2104;UTM  19      - 4,888,556.305   509,566.804   MT  0.99960113   +0 04 60.0
 PE2104
 PE2104                          SUPERSEDED SURVEY CONTROL
 PE2104
 PE2104  NAD 83(1992)-  44 09 00.52805(N)    068 52 49.32068(W) AD(       ) 4
 PE2104  NAD 83(1986)-  44 09 00.53059(N)    068 52 49.32330(W) AD(       ) 4
 PE2104  NAD 27      -  44 09 00.23900(N)    068 52 51.21500(W) AD(       ) 3
 PE2104
 PE2104.Superseded values are not recommended for survey control.
 PE2104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2104.See file dsdata.txt to determine how the superseded data were derived.
 PE2104
 PE2104_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ0956788556(NAD 83)
 PE2104_MARKER: 90 = CHURCH SPIRE
 PE2104
 PE2104  HISTORY     - Date     Condition        Report By
 PE2104  HISTORY     - 1910     FIRST OBSERVED   CGS
 PE2104  HISTORY     - 1934     GOOD             CGS
 PE2104  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2104
 PE2104                          STATION DESCRIPTION
 PE2104
 PE2104'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2104'STATION IS A WHITE BELFRY NEAR THE CENTER OF THE ISLAND NE OF
 PE2104'SOUTHERN HARBOR.
 PE2104
 PE2104                          STATION RECOVERY (1943)
 PE2104
 PE2104'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2104'RECOVERED AS DESCRIBED IN 1934.  SAME AS PULPIT HARBOR CHURCH
 PE2104'SPIRE, 1910.  ACCORDING TO LOCAL INFORMATION THIS IS THE
 PE2104'ORIGINAL CHURCH AND SPIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2095 ***********************************************************************
 PE2095  DESIGNATION -  NORTH HAVEN CATHOLIC CH SPIRE
 PE2095  PID         -  PE2095
 PE2095  STATE/COUNTY-  ME/KNOX
 PE2095  USGS QUAD   -  NORTH HAVEN WEST (1983)
 PE2095
 PE2095                         *CURRENT SURVEY CONTROL
 PE2095  ___________________________________________________________________
 PE2095* NAD 83(1996)-  44 07 42.67087(N)    068 52 31.92688(W)     ADJUSTED  
 PE2095* NAVD 88     -                                                        
 PE2095  ___________________________________________________________________
 PE2095  LAPLACE CORR-           2.22  (seconds)                    DEFLEC99
 PE2095  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 PE2095
 PE2095  HORZ ORDER  -  THIRD
 PE2095
 PE2095.The horizontal coordinates were established by classical geodetic methods
 PE2095.and adjusted by the National Geodetic Survey in March 1998..
 PE2095
 PE2095
 PE2095.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2095
 PE2095.The geoid height was determined by GEOID03.
 PE2095
 PE2095;                    North         East     Units Scale Factor Converg.
 PE2095;SPC ME E     -    51,380.043   269,947.840   MT  0.99991110   -0 15 41.3
 PE2095;UTM  19      - 4,886,154.931   509,957.286   MT  0.99960122   +0 05 12.0
 PE2095
 PE2095                          SUPERSEDED SURVEY CONTROL
 PE2095
 PE2095  NAD 83(1992)-  44 07 42.67684(N)    068 52 31.90653(W) AD(       ) 4
 PE2095  NAD 83(1986)-  44 07 42.67944(N)    068 52 31.90940(W) AD(       ) 4
 PE2095  NAD 27      -  44 07 42.38200(N)    068 52 33.80500(W) AD(       ) 3
 PE2095
 PE2095.Superseded values are not recommended for survey control.
 PE2095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2095.See file dsdata.txt to determine how the superseded data were derived.
 PE2095
 PE2095_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ0995786155(NAD 83)
 PE2095
 PE2095  HISTORY     - Date     Condition        Report By
 PE2095  HISTORY     - 1934     MONUMENTED       CGS
 PE2095  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2095  HISTORY     - 1988     GOOD             USPSQD
 PE2095
 PE2095                          STATION DESCRIPTION
 PE2095
 PE2095'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2095'THIS CHURCH HAS A GOLD COLORED CROSS AT THE TOP OF THE SPIRE.  IT
 PE2095'IS ABOUT 1/2 MILE NW OF THE STEAM BOAT WHARF IN THE VILLAGE OF
 PE2095'NORTH HAVEN.
 PE2095
 PE2095                          STATION RECOVERY (1943)
 PE2095
 PE2095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2095'STATION WAS RECOVERED AS DESCRIBED IN 1934.
 PE2095
 PE2095                          STATION RECOVERY (1988)
 PE2095
 PE2095'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE2095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2057 ***********************************************************************
 PE2057  DESIGNATION -  NORTH HAVEN EPIS CH SPIRE
 PE2057  PID         -  PE2057
 PE2057  STATE/COUNTY-  ME/KNOX
 PE2057  USGS QUAD   -  NORTH HAVEN EAST (1982)
 PE2057
 PE2057                         *CURRENT SURVEY CONTROL
 PE2057  ___________________________________________________________________
 PE2057* NAD 83(1996)-  44 07 43.80861(N)    068 52 26.73053(W)     ADJUSTED  
 PE2057* NAVD 88     -                                                        
 PE2057  ___________________________________________________________________
 PE2057  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 PE2057  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 PE2057
 PE2057  HORZ ORDER  -  THIRD
 PE2057
 PE2057.The horizontal coordinates were established by classical geodetic methods
 PE2057.and adjusted by the National Geodetic Survey in March 1998..
 PE2057
 PE2057
 PE2057.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2057
 PE2057.The geoid height was determined by GEOID03.
 PE2057
 PE2057;                    North         East     Units Scale Factor Converg.
 PE2057;SPC ME E     -    51,414.630   270,063.510   MT  0.99991102   -0 15 37.7
 PE2057;UTM  19      - 4,886,190.209   510,072.708   MT  0.99960125   +0 05 15.6
 PE2057
 PE2057                          SUPERSEDED SURVEY CONTROL
 PE2057
 PE2057  NAD 83(1992)-  44 07 43.81461(N)    068 52 26.71023(W) AD(       ) 4
 PE2057  NAD 83(1986)-  44 07 43.81726(N)    068 52 26.71322(W) AD(       ) 4
 PE2057  NAD 27      -  44 07 43.52500(N)    068 52 28.60900(W) AD(       ) 3
 PE2057
 PE2057.Superseded values are not recommended for survey control.
 PE2057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2057.See file dsdata.txt to determine how the superseded data were derived.
 PE2057
 PE2057_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ1007386190(NAD 83)
 PE2057
 PE2057  HISTORY     - Date     Condition        Report By
 PE2057  HISTORY     - 1934     MONUMENTED       CGS
 PE2057  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2057  HISTORY     - 1988     GOOD             USPSQD
 PE2057
 PE2057                          STATION DESCRIPTION
 PE2057
 PE2057'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2057'THIS CHURCH HAS A BLACK APPEARING SLENDER SPIRE AND IS IN THE
 PE2057'VILLAGE OF NORTH HAVEN, ABOUT 1/4 MILE NW OF THE STEAMBOAT WHARF.
 PE2057
 PE2057                          STATION RECOVERY (1943)
 PE2057
 PE2057'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2057'STATION WAS RECOVERED AS DESCRIBED IN 1934.
 PE2057
 PE2057                          STATION RECOVERY (1988)
 PE2057
 PE2057'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE2057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2058 ***********************************************************************
 PE2058  DESIGNATION -  NORTH HAVEN WATER TOWER
 PE2058  PID         -  PE2058
 PE2058  STATE/COUNTY-  ME/KNOX
 PE2058  USGS QUAD   -  NORTH HAVEN EAST (1982)
 PE2058
 PE2058                         *CURRENT SURVEY CONTROL
 PE2058  ___________________________________________________________________
 PE2058* NAD 83(1996)-  44 07 59.92709(N)    068 52 22.75514(W)     ADJUSTED  
 PE2058* NAVD 88     -                                                        
 PE2058  ___________________________________________________________________
 PE2058  LAPLACE CORR-           2.21  (seconds)                    DEFLEC99
 PE2058  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 PE2058
 PE2058  HORZ ORDER  -  THIRD
 PE2058
 PE2058.The horizontal coordinates were established by classical geodetic methods
 PE2058.and adjusted by the National Geodetic Survey in March 1998..
 PE2058
 PE2058
 PE2058.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2058
 PE2058.The geoid height was determined by GEOID03.
 PE2058
 PE2058;                    North         East     Units Scale Factor Converg.
 PE2058;SPC ME E     -    51,911.680   270,154.134   MT  0.99991095   -0 15 35.0
 PE2058;UTM  19      - 4,886,687.646   510,160.283   MT  0.99960127   +0 05 18.4
 PE2058
 PE2058                          SUPERSEDED SURVEY CONTROL
 PE2058
 PE2058  NAD 83(1992)-  44 07 59.93291(N)    068 52 22.73466(W) AD(       ) 4
 PE2058  NAD 83(1986)-  44 07 59.93546(N)    068 52 22.73782(W) AD(       ) 4
 PE2058  NAD 27      -  44 07 59.63600(N)    068 52 24.63400(W) AD(       ) 3
 PE2058
 PE2058.Superseded values are not recommended for survey control.
 PE2058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2058.See file dsdata.txt to determine how the superseded data were derived.
 PE2058
 PE2058_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ1016086688(NAD 83)
 PE2058
 PE2058  HISTORY     - Date     Condition        Report By
 PE2058  HISTORY     - UNK      MONUMENTED
 PE2058  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2058  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2058  HISTORY     - 1988     GOOD             USPSQD
 PE2058
 PE2058                          STATION DESCRIPTION
 PE2058
 PE2058'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2058'THIS INTERSECTION STATION IS THE CENTER OF THE BLACK STANDPIPE
 PE2058'IN THE TOWN OF NORTH HAVEN ON NORTH HAVEN ISLAND IN PENOBSCOT BAY.
 PE2058
 PE2058                          STATION RECOVERY (1943)
 PE2058
 PE2058'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2058'STATION WAS RECOVERED AS DESCRIBED IN 1934.
 PE2058
 PE2058                          STATION RECOVERY (1988)
 PE2058
 PE2058'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE2058'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0171 ***********************************************************************
 OC0171  DESIGNATION -  NORTH JEWELL
 OC0171  PID         -  OC0171
 OC0171  STATE/COUNTY-  ME/CUMBERLAND
 OC0171  USGS QUAD   -  SOUTH HARPSWELL (1975)
 OC0171
 OC0171                         *CURRENT SURVEY CONTROL
 OC0171  ___________________________________________________________________
 OC0171* NAD 83(1996)-  43 41 03.23049(N)    070 05 20.16821(W)     ADJUSTED  
 OC0171* LOCAL TIDAL -         7.096  (meters)      23.28   (feet)  ADJ UNCH  
 OC0171  ___________________________________________________________________
 OC0171  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 OC0171  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 OC0171
 OC0171  HORZ ORDER  -  SECOND
 OC0171  VERT ORDER  -  SECOND    CLASS 0
 OC0171
 OC0171.The horizontal coordinates were established by classical geodetic methods
 OC0171.and adjusted by the National Geodetic Survey in March 1998..
 OC0171
 OC0171.The orthometric height was key entered from printed documents
 OC0171.and not key verified.
 OC0171
 OC0171.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC0171
 OC0171.The geoid height was determined by GEOID03.
 OC0171
 OC0171;                    North         East     Units Scale Factor Converg.
 OC0171;SPC ME W     -    94,532.594   906,267.273   MT  0.99996715   +0 03 13.3
 OC0171;UTM  19      - 4,837,378.093   412,233.610   MT  0.99969475   -0 45 07.8
 OC0171
 OC0171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC0171!SPC ME W     -   1.00000295  x   0.99996715  =   0.99997010
 OC0171!UTM  19      -   1.00000295  x   0.99969475  =   0.99969770
 OC0171
 OC0171:                Primary Azimuth Mark                     Grid Az
 OC0171:SPC ME W     -  NORTH JEWELL AZ MK                       026 34 22.5
 OC0171:UTM  19      -  NORTH JEWELL AZ MK                       027 22 43.6
 OC0171
 OC0171|---------------------------------------------------------------------|
 OC0171| PID    Reference Object                     Distance      Geod. Az  |
 OC0171|                                                           dddmmss.s |
 OC0171| CE8349 NORTH JEWELL AZ MK                                 0263735.8 |
 OC0171| OC0173 NORTH JEWELL RM 1                    22.140 METERS 03448     |
 OC0171| OC1527 MARK IS STONE BEACON                APPROX. 5.4 KM 0591222.3 |
 OC0171| OC0172 NORTH JEWELL RM 2                    20.078 METERS 20355     |
 OC0171|---------------------------------------------------------------------|
 OC0171
 OC0171                          SUPERSEDED SURVEY CONTROL
 OC0171
 OC0171  NAD 83(1992)-  43 41 03.22843(N)    070 05 20.16871(W) AD(       ) 2
 OC0171  NAD 83(1986)-  43 41 03.23424(N)    070 05 20.17369(W) AD(       ) 2
 OC0171  NAD 27      -  43 41 02.93300(N)    070 05 22.00500(W) AD(       ) 2
 OC0171
 OC0171.Superseded values are not recommended for survey control.
 OC0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0171.See file dsdata.txt to determine how the superseded data were derived.
 OC0171
 OC0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ1223437378(NAD 83)
 OC0171_MARKER: DS = TRIANGULATION STATION DISK
 OC0171_SETTING: 66 = SET IN ROCK OUTCROP
 OC0171_SP_SET: BEDROCK
 OC0171_STAMPING: NORTH JEWELL 1943
 OC0171_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC0171+STABILITY: POSITION/ELEVATION WELL
 OC0171
 OC0171  HISTORY     - Date     Condition        Report By
 OC0171  HISTORY     - 1943     MONUMENTED       CGS
 OC0171  HISTORY     - 1943     GOOD             CGS
 OC0171
 OC0171                          STATION DESCRIPTION
 OC0171
 OC0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 OC0171'THE STATION IS LOCATED ON THE E SIDE OF JEWELL ISLAND, ABOUT 0.5
 OC0171'MI. N-NE OF THE JEWELL ISLAND FIRE CONTROL TOWER, 0.6 MI. S-SE
 OC0171'OF THE NE END OF THE ISLAND, 0.2 MI. S OF THE POINT WHERE THE
 OC0171'ROAD COMES OUT OF THE WOODS, 75 FT. E OF A NEW SEWER LINE, 125
 OC0171'FT. S OF A SMALL BAY, AND 20 FT. W OF THE ROCKY BLUFF.  IT IS A
 OC0171'STANDARD STATION DISK, STAMPED NORTH JEWEL 1943 AND SET IN A
 OC0171'BEDROCK RIDGE FLUSH WITH THE ROCK SURFACE AND FLUSH WITH THE
 OC0171'GROUND.
 OC0171'
 OC0171'THE AZIMUTH MARK IS ABOUT 0.25 MI. N-NE OF THE STATION, IN THE
 OC0171'E-MOST ONE OF TWO KNIFE EDGE ROCK RIDGES, ABOUT 30 FT. W OF THE
 OC0171'WATER LINE.  IT IS A STANDARD AZIMUTH-MARK DISK, STAMPED NORTH
 OC0171'JEWEL 1943 AND SET FLUSH WITH THE ROCK SURFACE.  TO REACH FROM
 OC0171'THE STATION, GO N AROUND THE W EDGE OF THE SMALL BAY TO THE N
 OC0171'END, AND A DIM ROAD GOING N, CONTINUE ON E FOR ABOUT 250 FT. TO
 OC0171'THE MARK AS DESCRIBED.
 OC0171'
 OC0171'REFERENCE MARK 1 IS N-NE OF THE STATION, AND IN THE ROCK RIDGE
 OC0171'ABOUT 20 FT. W OF THE EDGE OF THE BLUFF.  IT IS A STANDARD
 OC0171'REFERENCE-MARK DISK, STAMPED NORTH JEWEL NO 1 1943 AND SET
 OC0171'FLUSH WITH THE ROCK SURFACE.
 OC0171'
 OC0171'REFERENCE MARK 2 IS S-SW OF THE STATION, IN THE ROCK RIDGE, AND
 OC0171'20 FT. W OF THE BLUFF.  IT IS A STANDARD REFERENCE-MARK DISK,
 OC0171'STAMPED NORTH JEWEL NO 2 1943 AND SET FLUSH WITH THE ROCK SURFACE.
 OC0171'
 OC0171'TO REACH THE STATION FROM THE JEWELL ISLAND WHARF, GO E ON THE
 OC0171'MAIN ROAD TO THE TOP OF THE HILL AND A SIDE ROAD LEFT, TURN LEFT
 OC0171'AND FOLLOW A WOODS ROAD IN A NE DIRECTION FOR ABOUT 0.4 MI. TO
 OC0171'WHERE THE ROAD LEAVES THE WOODS, BEAR RIGHT AROUND THE W EDGE OF
 OC0171'THE SMALL BAY AND CONTINUE S TO THE S END, AND THE STATION ON THE
 OC0171'FIRST KNOLL JUST S OF THE END OF THE BAY, AND THE STATION AS
 OC0171'DESCRIBED.
 OC0171'
 OC0171'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 OC0171
 OC0171                          STATION RECOVERY (1943)
 OC0171
 OC0171'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 OC0171'10 MI E FROM PORTLAND.
 OC0171'10.0 MILES EAST (BY BOAT) OF THE DOCKS AT PORTLAND, CUMBERLAND
 OC0171'COUNTY, AT JEWELL ISLAND, ON THE EAST SIDE OF THE ISLAND, 0.5
 OC0171'MILE NORTHEAST OF THE FIRE TOWER, 0.2 MILE SOUTH OF THE POINT
 OC0171'WHERE THE ROAD COMES OUT OF THE WOODS, 140 FEET SOUTHEAST OF THE
 OC0171'CENTERLINE OF A NEW ROAD, 125 FEET SOUTH OF A SMALL BAY, 20
 OC0171'FEET WEST OF A ROCKY BLUFF, AND IN BEDROCK FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0173 ***********************************************************************
 OC0173  DESIGNATION -  NORTH JEWELL RM 1
 OC0173  PID         -  OC0173
 OC0173  STATE/COUNTY-  ME/CUMBERLAND
 OC0173  USGS QUAD   -  SOUTH HARPSWELL (1975)
 OC0173
 OC0173                         *CURRENT SURVEY CONTROL
 OC0173  ___________________________________________________________________
 OC0173* NAD 83(1986)-  43 41 02.     (N)    070 05 20.     (W)     SCALED    
 OC0173* LOCAL TIDAL -         5.183  (meters)      17.00   (feet)  ADJ UNCH  
 OC0173  ___________________________________________________________________
 OC0173  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 OC0173
 OC0173  VERT ORDER  -  SECOND    CLASS 0
 OC0173
 OC0173.The horizontal coordinates were scaled from a topographic map and have
 OC0173.an estimated accuracy of +/- 6 seconds.
 OC0173
 OC0173.The orthometric height was key entered from printed documents
 OC0173.and not key verified.
 OC0173
 OC0173.The geoid height was determined by GEOID03.
 OC0173
 OC0173;                    North         East    Units  Estimated Accuracy
 OC0173;SPC ME W     -    94,500.      906,270.      MT  (+/- 180 meters Scaled)
 OC0173
 OC0173                          SUPERSEDED SURVEY CONTROL
 OC0173
 OC0173.No superseded survey control is available for this station.
 OC0173
 OC0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ122373(NAD 83)
 OC0173_MARKER: DR = REFERENCE MARK DISK
 OC0173_SETTING: 66 = SET IN ROCK OUTCROP
 OC0173_SP_SET: BEDROCK
 OC0173_STAMPING: NORTH JEWELL NO 1 1943
 OC0173_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC0173+STABILITY: POSITION/ELEVATION WELL
 OC0173
 OC0173  HISTORY     - Date     Condition        Report By
 OC0173  HISTORY     - 1943     MONUMENTED       CGS
 OC0173
 OC0173                          STATION DESCRIPTION
 OC0173
 OC0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 OC0173'10 MI E FROM PORTLAND.
 OC0173'65.9 FEET NORTHEAST OF TRIANGULATION STATION NORTH JEWELL
 OC0173'DESCRIBED ABOVE, 120 FEET SOUTHEAST OF THE CENTERLINE OF A NEW
 OC0173'ROAD, 53 FEET SOUTH OF A SMALL BAY, IN A LEDGE OF BEDROCK, AND
 OC0173'COVERED WITH WATER AT HIGH TIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0172 ***********************************************************************
 OC0172  DESIGNATION -  NORTH JEWELL RM 2
 OC0172  PID         -  OC0172
 OC0172  STATE/COUNTY-  ME/CUMBERLAND
 OC0172  USGS QUAD   -  SOUTH HARPSWELL (1975)
 OC0172
 OC0172                         *CURRENT SURVEY CONTROL
 OC0172  ___________________________________________________________________
 OC0172* NAD 83(1986)-  43 41 02.     (N)    070 05 20.     (W)     SCALED    
 OC0172* LOCAL TIDAL -         7.478  (meters)      24.53   (feet)  ADJ UNCH  
 OC0172  ___________________________________________________________________
 OC0172  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 OC0172
 OC0172  VERT ORDER  -  SECOND    CLASS 0
 OC0172
 OC0172.The horizontal coordinates were scaled from a topographic map and have
 OC0172.an estimated accuracy of +/- 6 seconds.
 OC0172
 OC0172.The orthometric height was key entered from printed documents
 OC0172.and not key verified.
 OC0172
 OC0172.The geoid height was determined by GEOID03.
 OC0172
 OC0172;                    North         East    Units  Estimated Accuracy
 OC0172;SPC ME W     -    94,500.      906,270.      MT  (+/- 180 meters Scaled)
 OC0172
 OC0172                          SUPERSEDED SURVEY CONTROL
 OC0172
 OC0172.No superseded survey control is available for this station.
 OC0172
 OC0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ122373(NAD 83)
 OC0172_MARKER: DR = REFERENCE MARK DISK
 OC0172_SETTING: 66 = SET IN ROCK OUTCROP
 OC0172_SP_SET: ROCK RIDGE
 OC0172_STAMPING: NORTH JEWELL 1943 NO 2
 OC0172_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC0172+STABILITY: POSITION/ELEVATION WELL
 OC0172
 OC0172  HISTORY     - Date     Condition        Report By
 OC0172  HISTORY     - 1943     MONUMENTED       CGS
 OC0172
 OC0172                          STATION DESCRIPTION
 OC0172
 OC0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 OC0172'10 MI E FROM PORTLAND.
 OC0172'72.6 FEET SOUTH-SOUTHWEST OF TRIANGULATION STATION NORTH JEWELL
 OC0172'DESCRIBED ABOVE, 197 FEET SOUTH OF A SMALL BAY, 150 FEET
 OC0172'SOUTHEAST OF THE CENTERLINE OF A NEW ROAD, 50 FEET SOUTHEAST OF
 OC0172'A SPRUCE TREE, 20 FEET WEST OF A ROCKY BLUFF, AND IN A ROCK
 OC0172'RIDGE PROJECTING ABOUT 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0651 ***********************************************************************
 PD0651  DESIGNATION -  NORTH LUBEC CABLE TV MAST
 PD0651  PID         -  PD0651
 PD0651  STATE/COUNTY-  ME/WASHINGTON
 PD0651  USGS QUAD   -  WEST LUBEC (1975)
 PD0651
 PD0651                         *CURRENT SURVEY CONTROL
 PD0651  ___________________________________________________________________
 PD0651* NAD 83(1996)-  44 51 18.60082(N)    067 01 11.59480(W)     ADJUSTED  
 PD0651* NAVD 88     -                                                        
 PD0651  ___________________________________________________________________
 PD0651  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 PD0651  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 PD0651
 PD0651  HORZ ORDER  -  THIRD
 PD0651
 PD0651.The horizontal coordinates were established by classical geodetic methods
 PD0651.and adjusted by the National Geodetic Survey in March 1998..
 PD0651
 PD0651
 PD0651.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0651
 PD0651.The geoid height was determined by GEOID03.
 PD0651
 PD0651;                    North         East     Units Scale Factor Converg.
 PD0651;SPC ME E     -   133,115.642   416,984.213   MT  1.00006823   +1 02 38.6
 PD0651;UTM  19      - 4,968,768.704   656,456.034   MT  0.99990101   +1 23 48.8
 PD0651
 PD0651                          SUPERSEDED SURVEY CONTROL
 PD0651
 PD0651  NAD 83(1992)-  44 51 18.59084(N)    067 01 11.59702(W) AD(       ) 4
 PD0651  NAD 83(1986)-  44 51 18.58807(N)    067 01 11.59356(W) AD(       ) 4
 PD0651
 PD0651.Superseded values are not recommended for survey control.
 PD0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0651.See file dsdata.txt to determine how the superseded data were derived.
 PD0651
 PD0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5645668769(NAD 83)
 PD0651_MARKER: 42 = RADIO/TV MAST
 PD0651
 PD0651  HISTORY     - Date     Condition        Report By
 PD0651  HISTORY     - 1985     FIRST OBSERVED   NOS
 PD0651
 PD0651                          STATION DESCRIPTION
 PD0651
 PD0651'DESCRIBED BY NATIONAL OCEAN SERVICE 1985 (WVH)
 PD0651'THE STATION IS LOCATED 3.5 MILES SOUTH-SOUTHWEST OF EASTPORT AND
 PD0651'1 MILE WEST OF LUBEC.
 PD0651'
 PD0651'TO REACH FROM THE FORK IN HIGHWAY AT THE SOUTH SIDE OF THE VILLAGE
 PD0651'OF LUBEC GO SOUTHWEST ON MAIN HIGHWAY FOR 1.65 MILE TO A SIDEROAD
 PD0651'RIGHT.  TURN RIGHT AND GO NORTH FOR 1 MILE TO A SIDEROAD RIGHT AND
 PD0651'STATION.
 PD0651'
 PD0651'THE STATION IS A CABLE TV MAST THAT IS 100 FOOT ABOVE THE GROUND.
 PD0651'IS IS LOCATED ON THE WEST SIDE OF A HILL ON THE WEST SHORE OF
 PD0651'JOHNSON BAY.  IT IS OWNED BY PINE TREE CABLEVISION, TELEPHONE
 PD0651'207-733-8838.
 PD0651'
 PD0651'DESCRIBED BY G.E.L.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1910 ***********************************************************************
 QF1910  DESIGNATION -  NORTH POINT
 QF1910  PID         -  QF1910
 QF1910  STATE/COUNTY-  ME/AROOSTOOK
 QF1910  USGS QUAD   -  ORIENT (1989)
 QF1910
 QF1910                         *CURRENT SURVEY CONTROL
 QF1910  ___________________________________________________________________
 QF1910* NAD 83(1996)-  45 48 13.68222(N)    067 47 34.77419(W)     ADJUSTED  
 QF1910* NAVD 88     -       133.     (meters)     436.     (feet)  SCALED    
 QF1910  ___________________________________________________________________
 QF1910  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 QF1910  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 QF1910
 QF1910  HORZ ORDER  -  THIRD
 QF1910
 QF1910.The horizontal coordinates were established by classical geodetic methods
 QF1910.and adjusted by the National Geodetic Survey in March 1998..
 QF1910
 QF1910.The orthometric height was scaled from a topographic map.
 QF1910
 QF1910.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1910
 QF1910.The geoid height was determined by GEOID03.
 QF1910
 QF1910;                    North         East     Units Scale Factor Converg.
 QF1910;SPC ME E     -   237,711.791   354,954.825   MT  0.99993712   +0 30 24.9
 QF1910;UTM  19      - 5,072,957.113   593,790.960   MT  0.99970815   +0 51 55.6
 QF1910
 QF1910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1910!SPC ME E     -   0.99998289  x   0.99993712  =   0.99992001
 QF1910!UTM  19      -   0.99998289  x   0.99970815  =   0.99969105
 QF1910
 QF1910:                Primary Azimuth Mark                     Grid Az
 QF1910:SPC ME E     -  GREEN MOUNTAIN                           129 33 21.6
 QF1910:UTM  19      -  GREEN MOUNTAIN                           129 11 50.9
 QF1910
 QF1910|---------------------------------------------------------------------|
 QF1910| PID    Reference Object                     Distance      Geod. Az  |
 QF1910|                                                           dddmmss.s |
 QF1910| QF1858 GREEN MOUNTAIN                      APPROX. 3.4 KM 1300346.5 |
 QF1910| CE8987 NORTH POINT RM                        7.520 METERS 18043     |
 QF1910|---------------------------------------------------------------------|
 QF1910
 QF1910                          SUPERSEDED SURVEY CONTROL
 QF1910
 QF1910  NAD 83(1992)-  45 48 13.67941(N)    067 47 34.77265(W) AD(       ) 3
 QF1910  NAD 83(1986)-  45 48 13.68441(N)    067 47 34.79254(W) AD(       ) 3
 QF1910  NAD 27      -  45 48 13.47200(N)    067 47 36.74700(W) AD(       ) 3
 QF1910
 QF1910.Superseded values are not recommended for survey control.
 QF1910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1910.See file dsdata.txt to determine how the superseded data were derived.
 QF1910
 QF1910_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9379172957(NAD 83)
 QF1910_MARKER: DD = SURVEY DISK
 QF1910_SETTING: 80 = SET IN A BOULDER
 QF1910
 QF1910  HISTORY     - Date     Condition        Report By
 QF1910  HISTORY     - 1911     MONUMENTED       IBC
 QF1910  HISTORY     - 1946     GOOD             IBC
 QF1910  HISTORY     - 1978     GOOD             IBC
 QF1910
 QF1910                          STATION DESCRIPTION
 QF1910
 QF1910'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JEM)
 QF1910'ON THE OUTERMOST (N) ROCK AT HIGH WATER IN THE WATER OFF NORTH POINT,
 QF1910'THE NE POINT OF THE CANADIAN PENINSULA INTO NORTHERN GRAND LAKE.
 QF1910'THIS FLAT - TOPPED ROCK IS ONE OF THE LARGEST ON THE POINT, 8 BY 15
 QF1910'FEET AND 1 FOOT ABOVE HIGH WATER.  THERE ARE EYEBOLTS IN THE ROCK.
 QF1910'
 QF1910'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE WITHIN A TRIANGLE
 QF1910'CUT IN THE ROCK.
 QF1910'
 QF1910'THE REFERENCE MARK IS A CROSS INSIDE A TRIANGLE CUT IN THE SLOPING
 QF1910'FACE OF A BOULDER 5 BY 10 FEET BY 4 FEET HIGH, WHICH BEARS S 0 DEGREES
 QF1910'4 MINUTES W, 7.52 METERS DISTANT.
 QF1910
 QF1910                          STATION RECOVERY (1946)
 QF1910
 QF1910'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF1910'RECOVERED IN GOOD CONDITION.
 QF1910
 QF1910                          STATION RECOVERY (1978)
 QF1910
 QF1910'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1978 (CRM)
 QF1910'RECOVERED IN 1978.  REFERENCE MARK NO RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1716 ***********************************************************************
 OC1716  DESIGNATION -  NORTH RAM USE 1911
 OC1716  PID         -  OC1716
 OC1716  STATE/COUNTY-  ME/CUMBERLAND
 OC1716  USGS QUAD   -  PORTLAND EAST (1975)
 OC1716
 OC1716                         *CURRENT SURVEY CONTROL
 OC1716  ___________________________________________________________________
 OC1716* NAD 83(1996)-  43 38 19.43629(N)    070 11 10.77761(W)     ADJUSTED  
 OC1716* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 OC1716  ___________________________________________________________________
 OC1716  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 OC1716  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 OC1716
 OC1716  HORZ ORDER  -  THIRD
 OC1716
 OC1716.The horizontal coordinates were established by classical geodetic methods
 OC1716.and adjusted by the National Geodetic Survey in March 1998..
 OC1716
 OC1716.The orthometric height was scaled from a topographic map.
 OC1716
 OC1716.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1716
 OC1716.The geoid height was determined by GEOID03.
 OC1716
 OC1716;                    North         East     Units Scale Factor Converg.
 OC1716;SPC ME W     -    89,474.886   898,413.627   MT  0.99996670   -0 00 48.8
 OC1716;UTM  19      - 4,832,432.598   404,311.722   MT  0.99971262   -0 49 07.5
 OC1716
 OC1716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1716!SPC ME W     -   1.00000302  x   0.99996670  =   0.99996972
 OC1716!UTM  19      -   1.00000302  x   0.99971262  =   0.99971564
 OC1716
 OC1716:                Primary Azimuth Mark                     Grid Az
 OC1716:SPC ME W     -  RAM ISLAND LEDGE USE 1911                185 26 34.5
 OC1716:UTM  19      -  RAM ISLAND LEDGE USE 1911                186 14 53.2
 OC1716
 OC1716|---------------------------------------------------------------------|
 OC1716| PID    Reference Object                     Distance      Geod. Az  |
 OC1716|                                                           dddmmss.s |
 OC1716| OC1712 RAM ISLAND LEDGE USE 1911           APPROX. 0.8 KM 1852545.7 |
 OC1716| OC1705 SOUTH RAM USE 1933                  410.905 METERS 1903050.7 |
 OC1716|---------------------------------------------------------------------|
 OC1716
 OC1716                          SUPERSEDED SURVEY CONTROL
 OC1716
 OC1716  NAD 83(1992)-  43 38 19.43445(N)    070 11 10.77848(W) AD(       ) 3
 OC1716  NAD 83(1986)-  43 38 19.44051(N)    070 11 10.78399(W) AD(       ) 3
 OC1716  NAD 27      -  43 38 19.13200(N)    070 11 12.62000(W) AD(       ) 3
 OC1716
 OC1716.Superseded values are not recommended for survey control.
 OC1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1716.See file dsdata.txt to determine how the superseded data were derived.
 OC1716
 OC1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0431232433(NAD 83)
 OC1716
 OC1716  HISTORY     - Date     Condition        Report By
 OC1716  HISTORY     - UNK      MONUMENTED
 OC1716  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1716  HISTORY     - 1941     SEE DESCRIPTION  CGS
 OC1716
 OC1716                          STATION DESCRIPTION
 OC1716
 OC1716'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1716'THIS STATION IS PART OF THE U.S.E.D. FIRE CONTROL TRIANGULATION
 OC1716'OF PORTLAND HARBOR.  THE STATION WAS MARKED BY A DRILL HOLE
 OC1716'AND IS ON THE N TIP OF RAM ISLAND ON THE NARROW BARE LEDGE
 OC1716'WHICH FORMS THE BACKBONE OF THE POINT.  IT IS 16-1/2 METERS SW
 OC1716'OF THE EXTREME TIP OF THE LEDGE, 20 METERS W OF PROMINENT
 OC1716'KNOB OF ROCK NEAR WATER LINE, 40 METERS SE OF ANOTHER PROMINENT
 OC1716'KNOB OFF THE NW SIDE OF THE POINT.  THE LEDGE CONTAINING THE
 OC1716'STATION IS CRISS-CROSSED WITH VEINS OF QUARTZ.
 OC1716
 OC1716                          STATION RECOVERY (1941)
 OC1716
 OC1716'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FLP)
 OC1716'RECOVERED AS DESCRIBED IN 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1382 ***********************************************************************
 QG1382  DESIGNATION -  NORTH WOODVILLE
 QG1382  PID         -  QG1382
 QG1382  STATE/COUNTY-  ME/PENOBSCOT
 QG1382  USGS QUAD   -  MATTASEUNK LAKE (1988)
 QG1382
 QG1382                         *CURRENT SURVEY CONTROL
 QG1382  ___________________________________________________________________
 QG1382* NAD 83(1996)-  45 33 41.49137(N)    068 26 41.36235(W)     ADJUSTED  
 QG1382* NAVD 88     -       182.     (meters)     597.     (feet)  SCALED    
 QG1382  ___________________________________________________________________
 QG1382  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 QG1382  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 QG1382
 QG1382  HORZ ORDER  -  THIRD
 QG1382
 QG1382.The horizontal coordinates were established by classical geodetic methods
 QG1382.and adjusted by the National Geodetic Survey in March 1998..
 QG1382
 QG1382.The orthometric height was scaled from a topographic map.
 QG1382
 QG1382.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1382
 QG1382.The geoid height was determined by GEOID03.
 QG1382
 QG1382;                    North         East     Units Scale Factor Converg.
 QG1382;SPC ME E     -   210,545.157   304,307.407   MT  0.99990023   +0 02 21.8
 QG1382;UTM  19      - 5,045,481.712   543,326.935   MT  0.99962308   +0 23 47.1
 QG1382
 QG1382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1382!SPC ME E     -   0.99997530  x   0.99990023  =   0.99987553
 QG1382!UTM  19      -   0.99997530  x   0.99962308  =   0.99959839
 QG1382
 QG1382:                Primary Azimuth Mark                     Grid Az
 QG1382:SPC ME E     -  MATTAMISCONTIS MTN LOT                   240 36 10.9
 QG1382:UTM  19      -  MATTAMISCONTIS MTN LOT                   240 14 45.6
 QG1382
 QG1382|---------------------------------------------------------------------|
 QG1382| PID    Reference Object                     Distance      Geod. Az  |
 QG1382|                                                           dddmmss.s |
 QG1382| QG1417 MATTAMISCONTIS MTN LOT              APPROX.24.6 KM 2403832.7 |
 QG1382|---------------------------------------------------------------------|
 QG1382
 QG1382                          SUPERSEDED SURVEY CONTROL
 QG1382
 QG1382  NAD 83(1992)-  45 33 41.49107(N)    068 26 41.35921(W) AD(       ) 3
 QG1382  NAD 83(1986)-  45 33 41.49630(N)    068 26 41.37077(W) AD(       ) 3
 QG1382  NAD 27      -  45 33 41.33308(N)    068 26 43.26091(W) AD(       ) 3
 QG1382
 QG1382.Superseded values are not recommended for survey control.
 QG1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1382.See file dsdata.txt to determine how the superseded data were derived.
 QG1382
 QG1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL4332745482(NAD 83)
 QG1382_MARKER: DD = SURVEY DISK
 QG1382_SETTING: 80 = SET IN A BOULDER
 QG1382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG1382+STABILITY: SURFACE MOTION
 QG1382
 QG1382  HISTORY     - Date     Condition        Report By
 QG1382  HISTORY     - 1916     MONUMENTED       USGS
 QG1382
 QG1382                          STATION DESCRIPTION
 QG1382
 QG1382'DESCRIBED BY US GEOLOGICAL SURVEY 1916
 QG1382'STATION IS ON CULTIVATED RIDGE IN NOTHERN PART OF WOODVILLE
 QG1382'PLANTATION.
 QG1382'STATION MARK, A DISK IN CENTER OF LARGE PILE OF GRANITE BOULDERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2583 ***********************************************************************
 PE2583  DESIGNATION -  NORTHEAST
 PE2583  PID         -  PE2583
 PE2583  STATE/COUNTY-  ME/KNOX
 PE2583  USGS QUAD   -  CAMDEN (1991)
 PE2583
 PE2583                         *CURRENT SURVEY CONTROL
 PE2583  ___________________________________________________________________
 PE2583* NAD 83(1996)-  44 12 33.85473(N)    069 02 45.77830(W)     ADJUSTED  
 PE2583* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 PE2583  ___________________________________________________________________
 PE2583  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 PE2583  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 PE2583
 PE2583  HORZ ORDER  -  THIRD
 PE2583
 PE2583.The horizontal coordinates were established by classical geodetic methods
 PE2583.and adjusted by the National Geodetic Survey in March 1998..
 PE2583.No horizontal observational check was made to the station.
 PE2583
 PE2583.The orthometric height was scaled from a topographic map.
 PE2583
 PE2583.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2583
 PE2583.The geoid height was determined by GEOID03.
 PE2583
 PE2583;                    North         East     Units Scale Factor Converg.
 PE2583;SPC ME E     -    60,443.082   256,362.123   MT  0.99992341   -0 22 50.7
 PE2583;UTM  19      - 4,895,132.351   496,321.030   MT  0.99960017   -0 01 55.6
 PE2583
 PE2583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2583!SPC ME E     -   1.00000332  x   0.99992341  =   0.99992673
 PE2583!UTM  19      -   1.00000332  x   0.99960017  =   0.99960349
 PE2583
 PE2583                          SUPERSEDED SURVEY CONTROL
 PE2583
 PE2583  NAD 83(1992)-  44 12 33.86030(N)    069 02 45.75906(W) AD(       ) 3
 PE2583  NAD 83(1986)-  44 12 33.86808(N)    069 02 45.77018(W) AD(       ) 3
 PE2583
 PE2583.Superseded values are not recommended for survey control.
 PE2583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2583.See file dsdata.txt to determine how the superseded data were derived.
 PE2583
 PE2583_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ9632195132(NAD 83)
 PE2583_MARKER: DD = SURVEY DISK
 PE2583_SETTING: 66 = SET IN ROCK OUTCROP
 PE2583_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 PE2583_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2583_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE2583+STABILITY: POSITION/ELEVATION WELL
 PE2583
 PE2583  HISTORY     - Date     Condition        Report By
 PE2583  HISTORY     - 1983     MONUMENTED       NOS
 PE2583  HISTORY     - 19910606 GOOD             USPSQD
 PE2583
 PE2583                          STATION DESCRIPTION
 PE2583
 PE2583'DESCRIBED BY NATIONAL OCEAN SERVICE 1983 (RST)
 PE2583'THE STATION IS LOCATED ON THE POINT OF LAND KNOWN AS NORTHEAST
 PE2583'POINT WHICH IS EAST OF CAMDEN, MAINE AND ON WEST PENOBSCOT BAY.
 PE2583'
 PE2583'TO REACH THE STATION FROM THE INTERSECTION OF US 52 AND US 1
 PE2583'IN THE TOWN OF CAMDEN PROCEED NORTH ON US 1 FOR 1.5 KM (0.9 MI)
 PE2583'AND TURN RIGHT ON SHERMANS POINT ROAD.  CONTINUE ON SHERMANS
 PE2583'POINT ROAD FOR 1.1 KM (0.7 MI) TO A T INTERSECTION.  TURN LEFT
 PE2583'AND CONTINUE FOR 0.3 KM (0.2 MI) TO A LARGE WHITE HOUSE.  FROM
 PE2583'THIS HOUSE WALK TO THE NORTHEAST POINT OF THE POINT AND TO THE
 PE2583'STATION.
 PE2583'
 PE2583'THE STATION IS A PLAIN BRONZE DISK 5 CM IN DIAMETER SET FLUSH
 PE2583'INTO A DRILL HOLE IN A ROCK OUTCROP.
 PE2583'IT IS STAMPED---NORTHEAST 1982---,
 PE2583'IT IS LOCATED ON THE NORTHEAST SIDE OF THE POINT OF LAND
 PE2583'AND IS ABOUT 1.2 METER (4 FEET) FROM THE HIGH WATER LINE,
 PE2583'AND 2.4 METERS (8 FEET) ABOVE THE HIGH WATER LINE.  THE
 PE2583'POINT BECOMES AN ISLAND AT HIGH TIDE.
 PE2583'
 PE2583'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.42 METERS.
 PE2583
 PE2583                          STATION RECOVERY (1991)
 PE2583
 PE2583'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 PE2583'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2258 ***********************************************************************
 PE2258  DESIGNATION -  NORTHEAST POINT LEDGES SPINDLE
 PE2258  PID         -  PE2258
 PE2258  STATE/COUNTY-  ME/KNOX
 PE2258  USGS QUAD   -  CAMDEN (1991)
 PE2258
 PE2258                         *CURRENT SURVEY CONTROL
 PE2258  ___________________________________________________________________
 PE2258* NAD 83(1996)-  44 12 30.66652(N)    069 02 47.47260(W)     ADJUSTED  
 PE2258* NAVD 88     -                                                        
 PE2258  ___________________________________________________________________
 PE2258  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 PE2258  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 PE2258
 PE2258  HORZ ORDER  -  THIRD
 PE2258
 PE2258.The horizontal coordinates were established by classical geodetic methods
 PE2258.and adjusted by the National Geodetic Survey in March 1998..
 PE2258
 PE2258
 PE2258.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2258
 PE2258.The geoid height was determined by GEOID03.
 PE2258
 PE2258;                    North         East     Units Scale Factor Converg.
 PE2258;SPC ME E     -    60,344.936   256,323.857   MT  0.99992345   -0 22 51.9
 PE2258;UTM  19      - 4,895,034.005   496,283.374   MT  0.99960017   -0 01 56.8
 PE2258
 PE2258                          SUPERSEDED SURVEY CONTROL
 PE2258
 PE2258  NAD 83(1992)-  44 12 30.67220(N)    069 02 47.45295(W) AD(       ) 4
 PE2258  NAD 83(1986)-  44 12 30.67783(N)    069 02 47.46837(W) AD(       ) 4
 PE2258  NAD 27      -  44 12 30.40200(N)    069 02 49.30200(W) AD(       ) 3
 PE2258
 PE2258.Superseded values are not recommended for survey control.
 PE2258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2258.See file dsdata.txt to determine how the superseded data were derived.
 PE2258
 PE2258_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ9628395034(NAD 83)
 PE2258
 PE2258  HISTORY     - Date     Condition        Report By
 PE2258  HISTORY     - UNK      MONUMENTED
 PE2258  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2258  HISTORY     - 1953     SEE DESCRIPTION  CGS
 PE2258
 PE2258                          STATION DESCRIPTION
 PE2258
 PE2258'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2258'COMPLETE NEW DESCRIPTION--
 PE2258'
 PE2258'THE STATION IS NOW KNOWN AS NORTHEAST POINT LIGHT, LOCATED ON
 PE2258'NORTHEAST POINT AT ENTRANCE TO CAMDEN HARBOR.  IT IS A RED
 PE2258'STEEL-SKELETON TOWER WITH A CONCRETE BASE, ABOUT 20 FEET ABOVE
 PE2258'WATER.
 PE2258'
 PE2258'AIR PHOTO PARTY REPORTS THAT STATION STILL EXISTS.
 PE2258
 PE2258                          STATION RECOVERY (1953)
 PE2258
 PE2258'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (PT)
 PE2258'THE STATION IS DESTROYED.  THE SPINDLE HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2259 ***********************************************************************
 PE2259  DESIGNATION -  NORTHEAST POINT LIGHT
 PE2259  PID         -  PE2259
 PE2259  STATE/COUNTY-  ME/KNOX
 PE2259  USGS QUAD   -  CAMDEN (1991)
 PE2259
 PE2259                         *CURRENT SURVEY CONTROL
 PE2259  ___________________________________________________________________
 PE2259* NAD 83(1996)-  44 12 30.65712(N)    069 02 47.49985(W)     ADJUSTED  
 PE2259* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 PE2259  ___________________________________________________________________
 PE2259  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 PE2259  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 PE2259
 PE2259  HORZ ORDER  -  THIRD
 PE2259
 PE2259.The horizontal coordinates were established by classical geodetic methods
 PE2259.and adjusted by the National Geodetic Survey in March 1998..
 PE2259
 PE2259.The orthometric height was scaled from a topographic map.
 PE2259
 PE2259.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2259
 PE2259.The geoid height was determined by GEOID03.
 PE2259
 PE2259;                    North         East     Units Scale Factor Converg.
 PE2259;SPC ME E     -    60,344.650   256,323.250   MT  0.99992345   -0 22 51.9
 PE2259;SPC ME W     -   153,391.892   989,524.019   MT  1.00006520   +0 46 51.9
 PE2259;UTM  19      - 4,895,033.715   496,282.769   MT  0.99960017   -0 01 56.8
 PE2259
 PE2259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2259!SPC ME E     -   1.00000397  x   0.99992345  =   0.99992742
 PE2259!SPC ME W     -   1.00000397  x   1.00006520  =   1.00006917
 PE2259!UTM  19      -   1.00000397  x   0.99960017  =   0.99960414
 PE2259
 PE2259:                Primary Azimuth Mark                     Grid Az
 PE2259:SPC ME E     -  THE GRAVES LIGHT                         163 10 17.6
 PE2259:SPC ME W     -  THE GRAVES LIGHT                         162 00 33.8
 PE2259:UTM  19      -  THE GRAVES LIGHT                         162 49 22.5
 PE2259
 PE2259|---------------------------------------------------------------------|
 PE2259| PID    Reference Object                     Distance      Geod. Az  |
 PE2259|                                                           dddmmss.s |
 PE2259| PE2274 THE GRAVES LIGHT                    APPROX. 3.1 KM 1624725.7 |
 PE2259| PE2366 RAGGED MTN                          APPROX. 8.4 KM 2730416.3 |
 PE2259| PE2278 MOUNT BATTIE MEM OBSERVATORY        APPROX. 2.4 KM 3111412.3 |
 PE2259|---------------------------------------------------------------------|
 PE2259
 PE2259                          SUPERSEDED SURVEY CONTROL
 PE2259
 PE2259  NAD 83(1992)-  44 12 30.66301(N)    069 02 47.48013(W) AD(       ) 3
 PE2259  NAD 83(1986)-  44 12 30.67903(N)    069 02 47.49339(W) AD(       ) 3
 PE2259  NAD 27      -  44 12 30.40000(N)    069 02 49.33000(W) AD(       ) 3
 PE2259
 PE2259.Superseded values are not recommended for survey control.
 PE2259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2259.See file dsdata.txt to determine how the superseded data were derived.
 PE2259
 PE2259_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ9628395034(NAD 83)
 PE2259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE2259+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2004
 PE2259
 PE2259  HISTORY     - Date     Condition        Report By
 PE2259  HISTORY     - 1953     MONUMENTED       CGS
 PE2259  HISTORY     - 20011105 GOOD             USPSQD
 PE2259  HISTORY     - 20040903 GOOD             USPSQD
 PE2259
 PE2259                          STATION DESCRIPTION
 PE2259
 PE2259'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (PT)
 PE2259'THE STATION IS LOCATED ON NORTHEAST POINT, AT THE ENTRANCE TO
 PE2259'CAMDEN HARBOR.  THE STATION IS A RED STEEL SKELETON TOWER SET ON
 PE2259'A LARGE CONCRETE FOUNDATION.
 PE2259
 PE2259                          STATION RECOVERY (2001)
 PE2259
 PE2259'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 PE2259'NORTHEAST POINT LIGHTHOUSE - 2001 ATLANTIC COAST LIGHT LIST NUMBER
 PE2259'4340
 PE2259
 PE2259                          STATION RECOVERY (2004)
 PE2259
 PE2259'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMW)
 PE2259'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1089 ***********************************************************************
 PD1089  DESIGNATION -  NORTHFIELD USGS 1928
 PD1089  PID         -  PD1089
 PD1089  STATE/COUNTY-  ME/WASHINGTON
 PD1089  USGS QUAD   -  BOG LAKE (1990)
 PD1089
 PD1089                         *CURRENT SURVEY CONTROL
 PD1089  ___________________________________________________________________
 PD1089* NAD 83(1996)-  44 49 00.83189(N)    067 34 44.18654(W)     ADJUSTED  
 PD1089* NAVD 88     -       111.     (meters)     364.     (feet)  SCALED    
 PD1089  ___________________________________________________________________
 PD1089  LAPLACE CORR-           4.04  (seconds)                    DEFLEC99
 PD1089  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 PD1089
 PD1089  HORZ ORDER  -  THIRD
 PD1089
 PD1089.The horizontal coordinates were established by classical geodetic methods
 PD1089.and adjusted by the National Geodetic Survey in March 1998..
 PD1089
 PD1089.The orthometric height was scaled from a topographic map.
 PD1089
 PD1089.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1089
 PD1089.The geoid height was determined by GEOID03.
 PD1089
 PD1089;                    North         East     Units Scale Factor Converg.
 PD1089;SPC ME E     -   128,210.124   372,846.280   MT  0.99996523   +0 38 57.2
 PD1089;UTM  19      - 4,963,592.586   612,357.450   MT  0.99975524   +1 00 06.2
 PD1089
 PD1089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD1089!SPC ME E     -   0.99998630  x   0.99996523  =   0.99995153
 PD1089!UTM  19      -   0.99998630  x   0.99975524  =   0.99974155
 PD1089
 PD1089:                Primary Azimuth Mark                     Grid Az
 PD1089:SPC ME E     -  MITTEN MOUNT RESET                       213 17 11.3
 PD1089:UTM  19      -  MITTEN MOUNT RESET                       212 56 02.3
 PD1089
 PD1089|---------------------------------------------------------------------|
 PD1089| PID    Reference Object                     Distance      Geod. Az  |
 PD1089|                                                           dddmmss.s |
 PD1089| PD1138 MITTEN MOUNT RESET                  APPROX.12.7 KM 2135608.5 |
 PD1089|---------------------------------------------------------------------|
 PD1089
 PD1089                          SUPERSEDED SURVEY CONTROL
 PD1089
 PD1089  NAD 83(1992)-  44 49 00.82917(N)    067 34 44.18353(W) AD(       ) 3
 PD1089  NAD 83(1986)-  44 49 00.82870(N)    067 34 44.18472(W) AD(       ) 3
 PD1089  NAD 27      -  44 49 00.58000(N)    067 34 46.19000(W) AD(       ) 3
 PD1089
 PD1089.Superseded values are not recommended for survey control.
 PD1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1089.See file dsdata.txt to determine how the superseded data were derived.
 PD1089
 PD1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK1235763593(NAD 83)
 PD1089_MARKER: DD = SURVEY DISK
 PD1089_SETTING: 80 = SET IN A BOULDER
 PD1089_SP_SET: SET IN DRILL HOLE IN A BOULDER
 PD1089_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD1089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD1089+STABILITY: SURFACE MOTION
 PD1089
 PD1089  HISTORY     - Date     Condition        Report By
 PD1089  HISTORY     - 1928     MONUMENTED       USGS
 PD1089  HISTORY     - 1946     GOOD             CGS
 PD1089
 PD1089                          STATION DESCRIPTION
 PD1089
 PD1089'DESCRIBED BY US GEOLOGICAL SURVEY 1928 (TTR)
 PD1089'STATION IS 11.25 MI SE. OF WESLEY, 9.75 MI NW. OF MACHIAS, 0.5 MI W.
 PD1089'OF MAIN HWY., 0.35 MI N. OF RESIDENCE OF JESSE RICE WHICH IS 0.45 MI
 PD1089'W. OF NORTHFIELD SCHOOL DISTRICT NO. 1, ON W. SIDE OF TWO PARALLEL
 PD1089'ROCKY LEDGES WHICH FORM TOP OF CLEARED HILL AND IS ON MOST PROMINENTLY
 PD1089'EXPOSED PART OF LEDGE, NEAR LINE BETWEEN PROPERTIES OWNED BY VIRGIL
 PD1089'RICE AND CLYDE RICE, STATION MARK-  STANDARD DISK SET IN GRANITE
 PD1089'LEDGE AND STAMPED---Y 1928---.
 PD1089
 PD1089                          STATION RECOVERY (1946)
 PD1089
 PD1089'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD1089'STATION WAS RECOVERED.
 PD1089'
 PD1089'IT IS LOCATED ABOUT 9.2 MILES NNE OF MACHIAS, 1.5 MILES SSW OF
 PD1089'THE SE END OF BOG LAKE, 0.5 MILE W OF STATE HIGHWAY 192
 PD1089'(MACHIAS-WESLEY ROAD) ON THE S PEAK OF A PROMINENT HILL.  THE HILL
 PD1089'HAS TWO PEAKS OF APPROXIMATELY THE SAME ELEVATION.  THE N PEAK IS
 PD1089'WOODED, THE S PEAK MOSTLY BLUEBERRY FIELD.  THE STATION IS ON THE
 PD1089'SUMMIT OF THE S PEAK.
 PD1089'
 PD1089'STATION MARK IS A BRONZE U.S.G.S. DISK, STAMPED Y 1928, AND SET
 PD1089'IN A DRILL HOLE IN A LARGE BOULDER.
 PD1089'
 PD1089'TO REACH THE STATION FROM MACHIAS, DRIVE NNE ON STATE HIGHWAY
 PD1089'192 ABOUT 9.0 MILES TO A SIDE ROAD LEADING WSW PAST AN ABANDONED
 PD1089'SCHOOLHOUSE, TURN WSW AND DRIVE ABOUT 0.5 MILE TO THE FIRST
 PD1089'FARMHOUSE ON THE N SIDE OF THE ROAD.  TURN INTO FARMYARD, BETWEEN
 PD1089'THE HOUSE AND THE BARN, TAKE RIGHT FORK OF FARM ROADS AND DRIVE
 PD1089'UP STEEP HILL ABOUT 0.3 MILE, NEARLY TO THE SUMMIT.  THE SUMMIT
 PD1089'AND THE STATION ARE ABOUT 100 METERS W OF THE END OF TRUCK
 PD1089'TRAVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2319 ***********************************************************************
 PE2319  DESIGNATION -  NORTHS HOUSE CHIMNEY
 PE2319  PID         -  PE2319
 PE2319  STATE/COUNTY-  ME/KNOX
 PE2319  USGS QUAD   -  ROCKLAND (1979)
 PE2319
 PE2319                         *CURRENT SURVEY CONTROL
 PE2319  ___________________________________________________________________
 PE2319* NAD 83(1996)-  44 05 10.12298(N)    069 04 37.42289(W)     ADJUSTED  
 PE2319* NAVD 88     -                                                        
 PE2319  ___________________________________________________________________
 PE2319  LAPLACE CORR-           2.91  (seconds)                    DEFLEC99
 PE2319  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 PE2319
 PE2319  HORZ ORDER  -  THIRD
 PE2319
 PE2319.The horizontal coordinates were established by classical geodetic methods
 PE2319.and adjusted by the National Geodetic Survey in March 1998..
 PE2319
 PE2319
 PE2319.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2319
 PE2319.The geoid height was determined by GEOID03.
 PE2319
 PE2319;                    North         East     Units Scale Factor Converg.
 PE2319;SPC ME E     -    46,765.448   253,787.676   MT  0.99992626   -0 24 05.4
 PE2319;UTM  19      - 4,881,443.765   493,830.576   MT  0.99960047   -0 03 13.0
 PE2319
 PE2319                          SUPERSEDED SURVEY CONTROL
 PE2319
 PE2319  NAD 83(1992)-  44 05 10.12743(N)    069 04 37.40271(W) AD(       ) 4
 PE2319  NAD 83(1986)-  44 05 10.13032(N)    069 04 37.40888(W) AD(       ) 4
 PE2319  NAD 27      -  44 05 09.95000(N)    069 04 39.31000(W) AD(       ) 3
 PE2319
 PE2319.Superseded values are not recommended for survey control.
 PE2319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2319.See file dsdata.txt to determine how the superseded data were derived.
 PE2319
 PE2319_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ9383181444(NAD 83)
 PE2319
 PE2319  HISTORY     - Date     Condition        Report By
 PE2319  HISTORY     - UNK      MONUMENTED
 PE2319  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2319  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2319
 PE2319                          STATION DESCRIPTION
 PE2319
 PE2319'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2319'THE STATION IS LOST.
 PE2319
 PE2319                          STATION RECOVERY (1943)
 PE2319
 PE2319'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2319'LISTED AS LOST IN 1934.  THE PRESENT LOCATION OF THE CHIMNEY IS
 PE2319'ON A WHITE, 1-1/2-STORY, TWO-SECTION DWELLING WITH GREEN ROOF.  THE
 PE2319'HOUSE HAS BEEN ALTERED SINCE PHOTOGRAPHS HAVE BEEN TAKEN AND THE
 PE2319'CHIMNEY IS NEW.  THERE IS A CELLAR HOLE TO THE E OF THE ABOVE
 PE2319'LOCATION, AT THE EDGE OF THE FIELD, BUT THE CHIMNEY SITE COULD
 PE2319'NOT BE DETERMINED.  THIS SITE IS PROBABLY THE CORRECT ONE.
 PE2319'
 PE2319'AIR PHOTO PARTY REPORTS THAT THE STATION STILL EXISTS AND IS
 PE2319'THE CHIMNEY IN THE CENTER OF THE HOUSE WHICH IS NOW STANDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0340 ***********************************************************************
 OB0340  DESIGNATION -  NORTHWEST PT WHITE HOUSE CHIM
 OB0340  PID         -  OB0340
 OB0340  STATE/COUNTY-  ME/KNOX
 OB0340  USGS QUAD   -  FRIENDSHIP (1973)
 OB0340
 OB0340                         *CURRENT SURVEY CONTROL
 OB0340  ___________________________________________________________________
 OB0340* NAD 83(1996)-  43 57 43.48561(N)    069 20 42.81040(W)     ADJUSTED  
 OB0340* NAVD 88     -                                                        
 OB0340  ___________________________________________________________________
 OB0340  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 OB0340  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 OB0340
 OB0340  HORZ ORDER  -  THIRD
 OB0340
 OB0340.The horizontal coordinates were established by classical geodetic methods
 OB0340.and adjusted by the National Geodetic Survey in March 1998..
 OB0340
 OB0340
 OB0340.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0340
 OB0340.The geoid height was determined by GEOID03.
 OB0340
 OB0340;                    North         East     Units Scale Factor Converg.
 OB0340;SPC ME E     -    33,166.926   232,171.239   MT  0.99995657   -0 35 12.3
 OB0340;SPC ME W     -   125,728.120   965,924.536   MT  1.00002010   +0 34 12.9
 OB0340;UTM  19      - 4,867,719.011   472,304.255   MT  0.99960943   -0 14 22.7
 OB0340
 OB0340                          SUPERSEDED SURVEY CONTROL
 OB0340
 OB0340  NAD 83(1992)-  43 57 43.48880(N)    069 20 42.79558(W) AD(       ) 4
 OB0340  NAD 83(1986)-  43 57 43.49342(N)    069 20 42.80200(W) AD(       ) 4
 OB0340  NAD 27      -  43 57 43.21000(N)    069 20 44.57000(W) AD(       ) 3
 OB0340
 OB0340.Superseded values are not recommended for survey control.
 OB0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0340.See file dsdata.txt to determine how the superseded data were derived.
 OB0340
 OB0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ7230467719(NAD 83)
 OB0340
 OB0340  HISTORY     - Date     Condition        Report By
 OB0340  HISTORY     - UNK      MONUMENTED
 OB0340  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0340  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OB0340
 OB0340                          STATION DESCRIPTION
 OB0340
 OB0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0340'THIS STATION IS LOST.
 OB0340
 OB0340                          STATION RECOVERY (1943)
 OB0340
 OB0340'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 OB0340'NO DETAILED ORIGINAL DESCRIPTION.  LISTED AS LOST IN 1934.
 OB0340'
 OB0340'A ONE-STORY WHITE HOUSE WITH SHINGLE ROOF, AND TWO BRICK
 OB0340'CHIMNEYS WAS FOUND ON THE OLD SITE.  THE HOUSE WAS VACANT AND
 OB0340'DOES NOT APPEAR TO BE VERY OLD.  THE CHIMNEY ON THE SW SECTION
 OB0340'WAS LOCATED AS THE STATION FOR AIR COMPILATION PURPOSES AND SHOULD
 OB0340'BE VERIFIED BY THAT OFFICE.  NOTE--VERIFIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0314 ***********************************************************************
 OB0314  DESIGNATION -  NORTON ISLAND 1860
 OB0314  PID         -  OB0314
 OB0314  STATE/COUNTY-  ME/KNOX
 OB0314  USGS QUAD   -  TENANTS HARBOR (1973)
 OB0314
 OB0314                         *CURRENT SURVEY CONTROL
 OB0314  ___________________________________________________________________
 OB0314* NAD 83(1996)-  43 59 00.90030(N)    069 08 36.01162(W)     ADJUSTED  
 OB0314* NAVD 88     -        18.     (meters)      59.     (feet)  SCALED    
 OB0314  ___________________________________________________________________
 OB0314  LAPLACE CORR-           2.44  (seconds)                    DEFLEC99
 OB0314  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 OB0314
 OB0314  HORZ ORDER  -  THIRD
 OB0314
 OB0314.The horizontal coordinates were established by classical geodetic methods
 OB0314.and adjusted by the National Geodetic Survey in March 1998..
 OB0314
 OB0314.The orthometric height was scaled from a topographic map.
 OB0314
 OB0314.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0314
 OB0314.The geoid height was determined by GEOID03.
 OB0314
 OB0314;                    North         East     Units Scale Factor Converg.
 OB0314;SPC ME E     -    35,409.942   248,391.319   MT  0.99993275   -0 26 48.4
 OB0314;SPC ME W     -   128,298.496   982,097.466   MT  1.00004953   +0 42 38.5
 OB0314;UTM  19      - 4,870,059.475   488,504.950   MT  0.99960163   -0 05 58.3
 OB0314
 OB0314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0314!SPC ME E     -   1.00000116  x   0.99993275  =   0.99993391
 OB0314!SPC ME W     -   1.00000116  x   1.00004953  =   1.00005069
 OB0314!UTM  19      -   1.00000116  x   0.99960163  =   0.99960279
 OB0314
 OB0314:                Primary Azimuth Mark                     Grid Az
 OB0314:SPC ME E     -  FOGG HILL 2 FLAG IN TREE                 014 37 01.5
 OB0314:SPC ME W     -  FOGG HILL 2 FLAG IN TREE                 013 27 34.6
 OB0314:UTM  19      -  FOGG HILL 2 FLAG IN TREE                 014 16 11.4
 OB0314
 OB0314|---------------------------------------------------------------------|
 OB0314| PID    Reference Object                     Distance      Geod. Az  |
 OB0314|                                                           dddmmss.s |
 OB0314| PE2356 FOGG HILL 2 FLAG IN TREE            APPROX. 2.8 KM 0141013.1 |
 OB0314| PE2325 THORNDIKE HILL FLAG IN TREE         APPROX. 5.6 KM 0223828.4 |
 OB0314| PE2280 ASH POINT ISLAND FLAG IN TREE       APPROX. 8.6 KM 0425103.9 |
 OB0314| OB0304 LARGE HOUSE NORTH CHIMNEY           APPROX. 2.6 KM 0543600.2 |
 OB0314| PE2309 HIGH ISLAND                         APPROX. 7.5 KM 0633306.7 |
 OB0314| PE2294 RACKLEYS IS FLAG IN TREE            APPROX. 7.9 KM 0741053.2 |
 OB0314| OB0300 HEWETTS IS FLAG IN TREE             APPROX. 6.1 KM 0794922.7 |
 OB0314| OB0307 CROCKETTS CAPT HOUSE NE CHIM        APPROX. 5.6 KM 0832022.7 |
 OB0314| OB0306 PLEASANT IS FLAG IN TREE            APPROX. 4.0 KM 0905115.7 |
 OB0314| OB0296 YELLOW LEDGE SPINDLE                APPROX. 2.4 KM 0982712.2 |
 OB0314| OB0319 TENANTS HARBOR LH                   APPROX. 4.2 KM 2331043.5 |
 OB0314| OB0322 CLARKS ENOCH BARN CENTER            APPROX. 7.0 KM 2393144.2 |
 OB0314| OB0328 TURKEY CHURCH                       APPROX. 9.1 KM 2425758.9 |
 OB0314| OB0312 ISLAND N TENNANTS HBR LH FLAG       APPROX. 3.5 KM 2473536.2 |
 OB0314| OB0318 SEAVEYS HILL FLAG IN TREE           APPROX. 4.7 KM 2734611.2 |
 OB0314|---------------------------------------------------------------------|
 OB0314
 OB0314                          SUPERSEDED SURVEY CONTROL
 OB0314
 OB0314  NAD 83(1992)-  43 59 00.90464(N)    069 08 35.99116(W) AD(       ) 3
 OB0314  NAD 83(1986)-  43 59 00.90880(N)    069 08 35.99810(W) AD(       ) 3
 OB0314  NAD 27      -  43 59 00.61600(N)    069 08 37.84700(W) AD(       ) 3
 OB0314
 OB0314.Superseded values are not recommended for survey control.
 OB0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0314.See file dsdata.txt to determine how the superseded data were derived.
 OB0314
 OB0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ8850570059(NAD 83)
 OB0314
 OB0314  HISTORY     - Date     Condition        Report By
 OB0314  HISTORY     - UNK      MONUMENTED
 OB0314  HISTORY     - 1911     SEE DESCRIPTION  CGS
 OB0314  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OB0314  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OB0314
 OB0314                          STATION DESCRIPTION
 OB0314
 OB0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1911
 OB0314'ON THE WESTERN SIDE OF THE ISLAND OF THAT NAME, WHICH LIES IN
 OB0314'THE WESTERN SIDE OF MUSCLE RIDGE CHANNEL BETWEEN WHITEHEAD AND
 OB0314'RACKLIFF ISLANDS.  THE STATION IS ABOUT 2-1/2 MILES ENE FROM
 OB0314'TENANTS HARBOR LIGHT AND 1 MILE NW OF WHITEHEAD ISLAND LIGHT.  THE
 OB0314'STATION IS MARKED BY A COPPER BOLT SET IN A HOLE IN THE ROCK.
 OB0314'TWO REFERENCE MARKS, 3/4-INCH DRILL HOLES FILLED WITH LEAD, ARE
 OB0314'PLACED, RESPECTIVELY, 9.89 METERS NORTHWARD AND 5.8 METERS
 OB0314'NORTHWESTWARD FROM THE STATION.
 OB0314
 OB0314                          STATION RECOVERY (1943)
 OB0314
 OB0314'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 OB0314'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED WITH
 OB0314'THE FOLLOWING ADDITIONS--
 OB0314'
 OB0314'STATION IS 24.3 METERS W OF A TRAIL WHICH LEADS ACROSS THE E
 OB0314'SIDE OF THE TOP OF THE HILL.  A GROWTH OF FROM 5- TO 10-FOOT
 OB0314'SPRUCE TREES ARE NOW GROWING UP AROUND THE STATION SITE.
 OB0314'
 OB0314'AIR PHOTO PARTY REPORTS THE STATION DID NOT HOLD SATISFACTORILY
 OB0314'IN THE RADIAL PLOT.
 OB0314
 OB0314                          STATION RECOVERY (1953)
 OB0314
 OB0314'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (PT)
 OB0314'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 OB0314'CONDITION.  THE DISTANCES WERE MEASURED TO THE REFERENCE MARKS
 OB0314'WITH A STEEL TAPE AND FOUND TO BE CORRECT.  THE PUBLISHED
 OB0314'DESCRIPTION IS ADEQUATE AND CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1066 ***********************************************************************
 PD1066  DESIGNATION -  NORTON ISLAND BEACON
 PD1066  PID         -  PD1066
 PD1066  STATE/COUNTY-  ME/WASHINGTON
 PD1066  USGS QUAD   -  BOIS BUBERT (1950)
 PD1066
 PD1066                         *CURRENT SURVEY CONTROL
 PD1066  ___________________________________________________________________
 PD1066* NAD 83(1996)-  44 29 30.30143(N)    067 45 23.34006(W)     ADJUSTED  
 PD1066* NAVD 88     -                                                        
 PD1066  ___________________________________________________________________
 PD1066  LAPLACE CORR-           4.00  (seconds)                    DEFLEC99
 PD1066  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 PD1066
 PD1066  HORZ ORDER  -  THIRD
 PD1066
 PD1066.The horizontal coordinates were established by classical geodetic methods
 PD1066.and adjusted by the National Geodetic Survey in March 1998..
 PD1066
 PD1066
 PD1066.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1066
 PD1066.The geoid height was determined by GEOID03.
 PD1066
 PD1066;                    North         East     Units Scale Factor Converg.
 PD1066;SPC ME E     -    91,937.909   359,134.009   MT  0.99994299   +0 31 15.9
 PD1066;UTM  19      - 4,927,244.804   598,870.865   MT  0.99972021   +0 52 17.5
 PD1066
 PD1066                          SUPERSEDED SURVEY CONTROL
 PD1066
 PD1066  NAD 83(1992)-  44 29 30.29778(N)    067 45 23.34053(W) AD(       ) 4
 PD1066  NAD 83(1986)-  44 29 30.29407(N)    067 45 23.34429(W) AD(       ) 4
 PD1066  NAD 27      -  44 29 30.01100(N)    067 45 25.35300(W) AD(       ) 3
 PD1066
 PD1066.Superseded values are not recommended for survey control.
 PD1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1066.See file dsdata.txt to determine how the superseded data were derived.
 PD1066
 PD1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK9887127245(NAD 83)
 PD1066
 PD1066  HISTORY     - Date     Condition        Report By
 PD1066  HISTORY     - UNK      MONUMENTED
 PD1066  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PD1066  HISTORY     - 1945     SEE DESCRIPTION  CGS
 PD1066
 PD1066                          STATION DESCRIPTION
 PD1066
 PD1066'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PD1066'THIS INTERSECTION STATION IS THE RED CAGE BEACON ON THE SW END
 PD1066'OF NORTON ISLAND REEF WHICH LIES ABOUT 3/4 MILE SW OF CAPE SPLIT.
 PD1066
 PD1066                          STATION RECOVERY (1945)
 PD1066
 PD1066'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (FLP)
 PD1066'STATION RECOVERED IN GOOD CONDITION.  PRESENT DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1111 ***********************************************************************
 PD1111  DESIGNATION -  NORTON RESET
 PD1111  PID         -  PD1111
 PD1111  STATE/COUNTY-  ME/WASHINGTON
 PD1111  USGS QUAD   -  JONESPORT (1977)
 PD1111
 PD1111                         *CURRENT SURVEY CONTROL
 PD1111  ___________________________________________________________________
 PD1111* NAD 83(1996)-  44 32 07.66384(N)    067 37 06.14993(W)     ADJUSTED  
 PD1111* NAVD 88     -        34.     (meters)     112.     (feet)  SCALED    
 PD1111  ___________________________________________________________________
 PD1111  LAPLACE CORR-           3.33  (seconds)                    DEFLEC99
 PD1111  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 PD1111
 PD1111  HORZ ORDER  -  SECOND
 PD1111
 PD1111.The horizontal coordinates were established by classical geodetic methods
 PD1111.and adjusted by the National Geodetic Survey in March 1998..
 PD1111
 PD1111.The orthometric height was scaled from a topographic map.
 PD1111
 PD1111.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1111
 PD1111.The geoid height was determined by GEOID03.
 PD1111
 PD1111;                    North         East     Units Scale Factor Converg.
 PD1111;SPC ME E     -    96,903.964   370,065.780   MT  0.99996035   +0 37 06.1
 PD1111;UTM  19      - 4,932,276.564   609,769.673   MT  0.99974818   +0 58 08.8
 PD1111
 PD1111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD1111!SPC ME E     -   0.99999832  x   0.99996035  =   0.99995867
 PD1111!UTM  19      -   0.99999832  x   0.99974818  =   0.99974650
 PD1111
 PD1111|---------------------------------------------------------------------|
 PD1111| PID    Reference Object                     Distance      Geod. Az  |
 PD1111|                                                           dddmmss.s |
 PD1111| CE8592 NORTON RM 2                           5.941 METERS 03403     |
 PD1111| PD1102 KELLEY SCHOOL CUPOLA FLAGSTAFF      APPROX. 3.1 KM 0963735.0 |
 PD1111| CE8591 NORTON RM 1                           6.093 METERS 12044     |
 PD1111| PD1114 JONESPORT UNDERWOOD FACT CHIM       APPROX. 0.9 KM 1671648.9 |
 PD1111| PD1109 WEST JONESPORT UNION CHURCH         APPROX. 0.8 KM 1953718.1 |
 PD1111|---------------------------------------------------------------------|
 PD1111
 PD1111                          SUPERSEDED SURVEY CONTROL
 PD1111
 PD1111  NAD 83(1992)-  44 32 07.65972(N)    067 37 06.14910(W) AD(       ) 2
 PD1111  NAD 83(1986)-  44 32 07.65568(N)    067 37 06.15224(W) AD(       ) 2
 PD1111  NAD 27      -  44 32 07.37200(N)    067 37 08.17700(W) AD(       ) 2
 PD1111
 PD1111.Superseded values are not recommended for survey control.
 PD1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1111.See file dsdata.txt to determine how the superseded data were derived.
 PD1111
 PD1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK0977032277(NAD 83)
 PD1111
 PD1111  HISTORY     - Date     Condition        Report By
 PD1111  HISTORY     - 1934     MONUMENTED       CGS
 PD1111  HISTORY     - 1913     SEE DESCRIPTION  CGS
 PD1111  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PD1111  HISTORY     - 1945     SEE DESCRIPTION  CGS
 PD1111  HISTORY     - 1959     SEE DESCRIPTION  CGS
 PD1111
 PD1111                          STATION DESCRIPTION
 PD1111
 PD1111'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 PD1111'STATION IS ON A BARE TOPPED HILL IN WEST JONESPORT, ABOUT 70
 PD1111'METERS N OF THE MAIN SHORE ROAD, 400 METERS E OF THE ROAD TO
 PD1111'INDIAN RIVER, AND NEARLY N OF THE UNDERWOOD CANNING FACTORY.  ABOUT
 PD1111'200 METERS S OF THE HILL THERE IS A LARGE WELL WITH A ROOF OVER
 PD1111'IT.  THE STATION IS ON THE HIGHEST ROUND-TOP LEDGE OF THE SUMMIT
 PD1111'AND ABOUT 200 FEET E OF A N AND S FENCE.  THE STATION IS A DRILL
 PD1111'HOLE SURROUNDED BY A TRIANGLE CUT IN THE ROCK.
 PD1111
 PD1111                          STATION RECOVERY (1934)
 PD1111
 PD1111'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PD1111'STATION RECOVERED, AS DESCRIBED ON A BARE TOPPED HILL IN WEST
 PD1111'JONESPORT, ABOUT 1/2 MILE N AND ABOUT 0.2 MILE E OF HIGHWAY 187.
 PD1111'
 PD1111'THE STATION MARK, A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 PD1111'IN OUTCROPPING BEDROCK, IS TO SUMMIT LEDGE AND ABOUT 60 FEET SE
 PD1111'OF A LIKE APPEARING LEDGE.  IT IS 2.4 FEET S OF N EDGE AND 1.5
 PD1111'FEET W OF E EDGE OF E SLOPE OF LEDGE.
 PD1111'
 PD1111'REFERENCE MARK NO. 1 IS 19.99 FEET SE OF STATION IN A 3 1/2-
 PD1111'BY 8-FOOT RECTANGULAR LEDGE WITH A 3-FOOT SHEER S FACE.  IT IS
 PD1111'2 FEET N OF S FACE AND 3.5 FEET E OF W 1-FOOT SHEER FACE.
 PD1111'
 PD1111'REFERENCE MARK NO. 2 IS 19.49 FEET NE OF STATION IN LEDGE AND
 PD1111'27.11 FEET N OF REFERENCE MARK NO. 1.  IT IS 4.7 FEET E OF W
 PD1111'EDGE OF LEDGE.
 PD1111'
 PD1111'TO REACH THE STATION TAKE THE WAGON ROAD N OF THE HOME OF JOHN
 PD1111'R. CHESTERTON, OWNER OF LAND, IN WEST JONESPORT.  THIS ROAD IS
 PD1111'JUST W OF OPPOSITE ROAD LEADING TO UNDERWOODS SARDINE
 PD1111'FACTORY.  FOLLOW THIS ROAD WITH TRUCK THROUGH PASTURE FIELD
 PD1111'ABOUT 0.4 MILE TO A ROOFED OVER WELL ABOUT 20 FEET IN
 PD1111'DIAMETER.  CONTINUE PAST WELL, THROUGH BARS AND STOP BEFORE
 PD1111'FENCE.  THE STATION IS DIRECTLY UPHILL.
 PD1111
 PD1111                          STATION RECOVERY (1945)
 PD1111
 PD1111'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (FLP)
 PD1111'STATION AND REFERENCE MARKS RECOVERED IN GOOD
 PD1111'CONDITION.  DESCRIPTION IS ADEQUATE.  DISTANCES TO R.M. MEASURED
 PD1111'AND CHECKED.
 PD1111
 PD1111                          STATION RECOVERY (1959)
 PD1111
 PD1111'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GFW)
 PD1111'STATION MARK AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 PD1111'DISTANCES TO THE REFERENCE MARKS WERE VERIFIED.  THE PUBLISHED
 PD1111'DESCRIPTION IS ADEQUATE AND CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0730 ***********************************************************************
 RF0730  DESIGNATION -  NORWAY BLUFF
 RF0730  PID         -  RF0730
 RF0730  STATE/COUNTY-  ME/PISCATAQUIS
 RF0730  USGS QUAD   -  MOOSELEUK MTN (1985)
 RF0730
 RF0730                         *CURRENT SURVEY CONTROL
 RF0730  ___________________________________________________________________
 RF0730* NAD 83(1996)-  46 24 47.13449(N)    068 56 22.38713(W)     ADJUSTED  
 RF0730* NAVD 88     -       696.2    (meters)    2284.     (feet)  VERTCON   
 RF0730  ___________________________________________________________________
 RF0730  LAPLACE CORR-           3.33  (seconds)                    DEFLEC99
 RF0730  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 RF0730
 RF0730  HORZ ORDER  -  FIRST
 RF0730
 RF0730.The horizontal coordinates were established by classical geodetic methods
 RF0730.and adjusted by the National Geodetic Survey in March 1998..
 RF0730
 RF0730.The NAVD 88 height was computed by applying the VERTCON shift value to
 RF0730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RF0730
 RF0730.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0730
 RF0730.The geoid height was determined by GEOID03.
 RF0730
 RF0730;                    North         East     Units Scale Factor Converg.
 RF0730;SPC ME E     -   305,280.740   266,208.525   MT  0.99991403   -0 19 06.2
 RF0730;UTM  19      - 5,139,948.389   504,645.675   MT  0.99960027   +0 02 37.6
 RF0730
 RF0730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0730!SPC ME E     -   0.99989467  x   0.99991403  =   0.99980871
 RF0730!UTM  19      -   0.99989467  x   0.99960027  =   0.99949499
 RF0730
 RF0730|---------------------------------------------------------------------|
 RF0730| PID    Reference Object                     Distance      Geod. Az  |
 RF0730|                                                           dddmmss.s |
 RF0730| RF0731 MCNAIR NORWAY BLUFF LOT USGS          5.644 METERS 04358     |
 RF0730| DA5531 NORWAY BLUFF AZ MK                                 1713538.6 |
 RF0730| DA5532 NORWAY BLUFF RM 1                     6.211 METERS 17349     |
 RF0730| DA5533 NORWAY BLUFF RM 2                     3.213 METERS 29649     |
 RF0730|---------------------------------------------------------------------|
 RF0730
 RF0730                          SUPERSEDED SURVEY CONTROL
 RF0730
 RF0730  NAD 83(1992)-  46 24 47.13094(N)    068 56 22.37865(W) AD(       ) 1
 RF0730  NAD 83(1986)-  46 24 47.13550(N)    068 56 22.38772(W) AD(       ) 1
 RF0730  NAD 27      -  46 24 46.99000(N)    068 56 24.20900(W) AD(       ) 1
 RF0730  NGVD 29 (07/19/86)  696.4    (m)         2285.     (f) VERT ANG       
 RF0730
 RF0730.Superseded values are not recommended for survey control.
 RF0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0730.See file dsdata.txt to determine how the superseded data were derived.
 RF0730
 RF0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM0464639948(NAD 83)
 RF0730_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RF0730_SETTING: 66 = SET IN ROCK OUTCROP
 RF0730
 RF0730  HISTORY     - Date     Condition        Report By
 RF0730  HISTORY     - 1955     MONUMENTED       CGS
 RF0730  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RF0730
 RF0730                          STATION DESCRIPTION
 RF0730
 RF0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 RF0730'THE STATION IS LOCATED ON A PROMINENT TIMBERED RIDGE NEAR THE
 RF0730'NORWAY BLUFF FIRE TOWER.  IT IS ABOUT 27 MILES AIRLINE NORTHWEST
 RF0730'OF SHIN POND, 21 MILES AIRLINE WEST OF OXBOW, 29 MILES AIRLINE
 RF0730'SOUTHWEST OF ASHLAND, AND 2 MILES AIRLINE NORTH OF THE EXTREME
 RF0730'SOUTHEAST END OF MUNSUNGAN LAKE.
 RF0730'
 RF0730'TO REACH BY FLOAT PLANE FROM SHIN POND, GO NORTHWEST ON A TRUE
 RF0730'COURSE OF 317 DEGREES FOR ABOUT 27 MILES TO A SMALL STONE PIER AT
 RF0730'THE SOUTHEAST END OF MUNSUNGAN LAKE AND THE START OF THE NORWAY
 RF0730'BLUFF TRAIL.  PACK NORTHERLY FOR ABOUT 2-1/2 MILES ON GOOD TRAIL
 RF0730'ALONG TELEPHONE LINE TO THE TOP OF THE RIDGE AND THE STATION.
 RF0730'
 RF0730'THE STATION MARK IS A STANDARD DISK STAMPED NORWAY BLUFF 1955,
 RF0730'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 4
 RF0730'INCHES.  IT IS 18.5 FEET SOUTHWEST OF THE CENTER OF THE FIRE TOWER.
 RF0730'
 RF0730'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED NORWAY
 RF0730'BLUFF NO 1 1955, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 RF0730'THAT PROJECTS 1 FOOT.  IT IS ABOUT 3 FEET LOWER THAN THE STATION.
 RF0730'
 RF0730'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED NORWAY
 RF0730'BLUFF NO 2 1955, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 RF0730'THAT PROJECTS 6 INCHES.  IT IS ABOUT 6 INCHES LOWER THAN THE
 RF0730'STATION.
 RF0730'
 RF0730'THE USGS MARK IS A U.S. GEOLOGICAL SURVEY STATION DISK STAMPED
 RF0730'MC NAIR 1929, CEMENTED IN A DRLL HOLE IN OUTCROPPING BEDROCK THAT
 RF0730'PROJECTS 2 INCHES.  IT IS SET AT THE INTERSECTION OF THE DIAGONALS
 RF0730'FORMED BY THE FOUR LEGS OF THE FIRE TOWER AND IS ABOUT 1 FOOT
 RF0730'LOWER THAN THE STATION.
 RF0730'
 RF0730'THE USGS BM WILL SERVE AS THE AZIMUTH MARK.  IT IS A
 RF0730'U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED 823 37 CMN 1953,
 RF0730'CEMENTED IN A DRILL HOLE IN A 5-FOOT BOULDER THAT PROJECTS 3
 RF0730'FEET.  IT IS 50 FEET EAST-SOUTHEAST OF THE END END OF THE DAM
 RF0730'ACROSS THE SOUTHEAST END OF MUNSUNGAN LAKE AND 40 FEET WEST OF A
 RF0730'LOG CABIN.  TO REACH FROM THE SMALL STONE PIER AT THE START OF
 RF0730'THE NORWAY BLUFF TRAIL, PACK SOUTHERLY AROUND END OF LAKE FOR
 RF0730'ABOUT 1/4 MILE TO AZIMUTH MARK IN FRONT OF LOG CABIN.
 RF0730
 RF0730                          STATION RECOVERY (1960)
 RF0730
 RF0730'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HRL)
 RF0730'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RF0730'CONDITION.  A CHECK WAS MADE OF THE DISTANCE AND DIRECTION TO
 RF0730'THE MARKS AND FOUND TO BE CORRECT.
 RF0730'
 RF0730'THE ORIGINAL DESCRIPTION AS DESCRIBED BY W.R.H. IN 1955 IS
 RF0730'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1585 ***********************************************************************
 QF1585  DESIGNATION -  NORWAY IBC
 QF1585  PID         -  QF1585
 QF1585  STATE/COUNTY-  ME/WASHINGTON
 QF1585  USGS QUAD   -  LAMBERT LAKE (1988)
 QF1585
 QF1585                         *CURRENT SURVEY CONTROL
 QF1585  ___________________________________________________________________
 QF1585* NAD 83(1996)-  45 36 36.13655(N)    067 36 20.16866(W)     ADJUSTED  
 QF1585* NAVD 88     -       116.     (meters)     381.     (feet)  SCALED    
 QF1585  ___________________________________________________________________
 QF1585  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 QF1585  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 QF1585
 QF1585  HORZ ORDER  -  THIRD
 QF1585
 QF1585.The horizontal coordinates were established by classical geodetic methods
 QF1585.and adjusted by the National Geodetic Survey in March 1998..
 QF1585
 QF1585.The orthometric height was scaled from a topographic map.
 QF1585
 QF1585.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1585
 QF1585.The geoid height was determined by GEOID03.
 QF1585
 QF1585;                    North         East     Units Scale Factor Converg.
 QF1585;SPC ME E     -   216,324.085   369,761.056   MT  0.99995981   +0 38 21.0
 QF1585;UTM  19      - 5,051,667.046   608,727.205   MT  0.99974534   +0 59 47.5
 QF1585
 QF1585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1585!SPC ME E     -   0.99998557  x   0.99995981  =   0.99994538
 QF1585!UTM  19      -   0.99998557  x   0.99974534  =   0.99973091
 QF1585
 QF1585|---------------------------------------------------------------------|
 QF1585| PID    Reference Object                     Distance      Geod. Az  |
 QF1585|                                                           dddmmss.s |
 QF1585| QF1584 REFERENCE MON 95=TOWER              181.950 METERS 01322     |
 QF1585| QF1573 AURORA                              APPROX. 2.5 KM 1070425.3 |
 QF1585|---------------------------------------------------------------------|
 QF1585
 QF1585                          SUPERSEDED SURVEY CONTROL
 QF1585
 QF1585  NAD 83(1992)-  45 36 36.13288(N)    067 36 20.16605(W) AD(       ) 3
 QF1585  NAD 83(1986)-  45 36 36.13604(N)    067 36 20.17751(W) AD(       ) 3
 QF1585  NAD 27      -  45 36 35.90449(N)    067 36 22.15654(W) AD(       ) 3
 QF1585
 QF1585.Superseded values are not recommended for survey control.
 QF1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1585.See file dsdata.txt to determine how the superseded data were derived.
 QF1585
 QF1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL0872751667(NAD 83)
 QF1585_MARKER: DD = SURVEY DISK
 QF1585_SETTING: 80 = SET IN A BOULDER
 QF1585_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF1585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1585+STABILITY: SURFACE MOTION
 QF1585
 QF1585  HISTORY     - Date     Condition        Report By
 QF1585  HISTORY     - 1912     MONUMENTED       IBC
 QF1585  HISTORY     - 1955     GOOD             IBC
 QF1585  HISTORY     - 1972     SEE DESCRIPTION  IBC
 QF1585
 QF1585                          STATION DESCRIPTION
 QF1585
 QF1585'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (AJB)
 QF1585'ON THE NE SHORE OF SPEDNIK LAKE, ON WHAT WAS NORWAY POINT BEFORE THE
 QF1585'VANCEBORO DAM RAISED THE WATER AND FLOODED THIS SECTION OF THE LAKE.
 QF1585'IT IS ON WHAT BECOMES SAND BAR FROM THE SHORE TO THE W SIDE OF THE
 QF1585'STONY ISLAND FORMED AT THIS LOW STAGE OF THE WATER.  STATION IS NEAR
 QF1585'THE SW EDGE OF THIS BAR, W OF THE CENTER OF THE ISLAND, ON THE MORE
 QF1585'EASTERLY AND HIGHER OF TWO ROCKS ON THE BAR.  THE STATION ROCK IS
 QF1585'LIGHT COLORED, RATHER POINTED NEAR W END, AND ABOUT 8 BY 5 FEET AND
 QF1585'4-1/2 FEET HIGH.
 QF1585'
 QF1585'STATION MARK IS A US AND CB STATION DISK SET IN A DRILL HOLE IN THE
 QF1585'ROCK.
 QF1585'
 QF1585'A CROSS WITHIN A TRIANGLE IS CUT IN THE TOP OF THE OTHER LARGE ROCK
 QF1585'ABOUT 5 FEET HIGH, ON THE BAR W OF THE STATION, DISTANT 10.27 FEET.
 QF1585'A SIMILAR MARK IS 13.86 FEET DISTANT, ON A LOW FLAT ROCK, ON THE BAR
 QF1585'N OF THE STATION, ABOUT ON LINE TO REFERENCE MONUMENT 95.  A SIMILAR
 QF1585'MARK IS 10.56 FEET DISTANT, ON A LOW, FLAT ROCK, ON THE BAR E OF THE
 QF1585'STATION.  A SIMILAR MARK IS 25.44 FEET DISTANT, ON A MEDIUM - SIZED
 QF1585'ROCK, ON THE ISLAND SE OF THE STATION.
 QF1585'
 QF1585'A DRILL HOLE, USED AS AN ECCENTRIC STATION, IS IN A LOW FLAT ROCK
 QF1585'9.64 FEET NE OF THE STATION.
 QF1585
 QF1585                          STATION RECOVERY (1955)
 QF1585
 QF1585'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1585'STATION RECOVERED IN GOOD CONDITION.
 QF1585
 QF1585                          STATION RECOVERY (1972)
 QF1585
 QF1585'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1585'THIS MARK WAS SEARCHED FOR AND NOT RECOVERED.  IT MAY STILL BE THERE.
 QF1585'THE ENTIRE ISLAND IS EITHER GONE OR AT LEAST SUBMERGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0410 ***********************************************************************
 OB0410  DESIGNATION -  NORWOOD RESET
 OB0410  PID         -  OB0410
 OB0410  STATE/COUNTY-  ME/LINCOLN
 OB0410  USGS QUAD   -  BRISTOL (1969)
 OB0410
 OB0410                         *CURRENT SURVEY CONTROL
 OB0410  ___________________________________________________________________
 OB0410* NAD 83(1996)-  43 59 53.94281(N)    069 33 54.42670(W)     ADJUSTED  
 OB0410* NAVD 88     -        39.     (meters)     128.     (feet)  SCALED    
 OB0410  ___________________________________________________________________
 OB0410  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 OB0410  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 OB0410
 OB0410  HORZ ORDER  -  THIRD
 OB0410
 OB0410.The horizontal coordinates were established by classical geodetic methods
 OB0410.and adjusted by the National Geodetic Survey in March 1998..
 OB0410
 OB0410.The orthometric height was scaled from a topographic map.
 OB0410
 OB0410.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0410
 OB0410.The geoid height was determined by GEOID03.
 OB0410
 OB0410;                    North         East     Units Scale Factor Converg.
 OB0410;SPC ME W     -   129,602.343   948,247.674   MT  0.99999529   +0 25 04.3
 OB0410;SPC ME E     -    37,397.267   214,576.846   MT  0.99998972   -0 44 23.7
 OB0410;UTM  19      - 4,871,841.180   454,690.817   MT  0.99962525   -0 23 33.2
 OB0410
 OB0410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0410!SPC ME W     -   0.99999792  x   0.99999529  =   0.99999321
 OB0410!SPC ME E     -   0.99999792  x   0.99998972  =   0.99998764
 OB0410!UTM  19      -   0.99999792  x   0.99962525  =   0.99962317
 OB0410
 OB0410:                Primary Azimuth Mark                     Grid Az
 OB0410:SPC ME W     -  DAMARISCOTTA GRAY STANDPIPE              050 45 17.2
 OB0410:SPC ME E     -  DAMARISCOTTA GRAY STANDPIPE              051 54 45.2
 OB0410:UTM  19      -  DAMARISCOTTA GRAY STANDPIPE              051 33 54.7
 OB0410
 OB0410|---------------------------------------------------------------------|
 OB0410| PID    Reference Object                     Distance      Geod. Az  |
 OB0410|                                                           dddmmss.s |
 OB0410| PE2400 DAMARISCOTTA GRAY STANDPIPE         APPROX. 8.3 KM 0511021.5 |
 OB0410| OB0412 ARISS 1860                          APPROX. 2.1 KM 1250705.1 |
 OB0410| CE8350 NORWOOD RM 1                         13.052 METERS 17443     |
 OB0410| CE8351 NORWOOD RM 2                         14.485 METERS 26044     |
 OB0410|---------------------------------------------------------------------|
 OB0410
 OB0410                          SUPERSEDED SURVEY CONTROL
 OB0410
 OB0410  NAD 83(1992)-  43 59 53.94454(N)    069 33 54.42076(W) AD(       ) 3
 OB0410  NAD 83(1986)-  43 59 53.94953(N)    069 33 54.42636(W) AD(       ) 3
 OB0410  NAD 27      -  43 59 53.66000(N)    069 33 56.24300(W) AD(       ) 3
 OB0410
 OB0410.Superseded values are not recommended for survey control.
 OB0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0410.See file dsdata.txt to determine how the superseded data were derived.
 OB0410
 OB0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ5469171841(NAD 83)
 OB0410
 OB0410  HISTORY     - Date     Condition        Report By
 OB0410  HISTORY     - 1860     MONUMENTED       CGS
 OB0410  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0410  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OB0410
 OB0410                          STATION DESCRIPTION
 OB0410
 OB0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1860 (FPW)
 OB0410'THE STATION IS ABOUT 2-1/2 MILES BELOW NEW CASTLE ON A BARE LEDGE
 OB0410'ON A HILL ON THE W SIDE OF THE DAMARISCOTTA RIVER, BELONGING TO
 OB0410'ZACCHEUS NORWOOD, WHOSE HOUSE IS 150 OR 200 METERS NE.  WILLIAM
 OB0410'HATHS HOUSE IS ABOUT THE SAME DISTANCE TO THE SE.  A STONE FENCE
 OB0410'RUNS 10 METERS N OF THE STATION.  THE STATION IS MARKED WITH A
 OB0410'HOLE DRILLED IN THE ROCK.
 OB0410
 OB0410                          STATION RECOVERY (1934)
 OB0410
 OB0410'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0410'STATION WAS RECOVERED.
 OB0410'
 OB0410'A STANDARD DISK WAS INSERTED IN THE ORIGINAL DRILL HOLE, AND
 OB0410'TWO REFERENCE MARKS PLACED AS FOLLOWS--REFERENCE MARK NO. 2, S
 OB0410'OF THE STATION IN THE PATH LEADING TO THE STATION, REFERENCE
 OB0410'MARK NO. 1 PLACED W OF THE STATION BOTH ON BARE LEDGE.  THE LAND
 OB0410'IS OWNED BY JOSEPH NORWOOD.
 OB0410'
 OB0410'TO REACH THE STATION FROM NEW CASTLE, GO S ON HIGHWAY 1, 1 MILE
 OB0410'FROM THE BRIDGE AT DAMARISCOTTA AND CONTINUE S ON GRAVEL ROAD
 OB0410'WHERE HIGHWAY 1 TURNS W.  FOLLOW THIS ROAD 2.2 MILES TO A
 OB0410'10-INCH MAPLE WITH A TRIANGULAR BLAZE ON RIGHT SIDE OF ROAD.  A
 OB0410'PATH IN BACK OF THIS MAPLE LEADSTO THE HIGHEST PART OF THE HILL
 OB0410'AND THE STATION, ABOUT 1/4 MILE FROM THE ROAD, AND 10 METERS S
 OB0410'OF A STONE FENCE.
 OB0410'
 OB0410'A 30-FOOT SIGNAL WAS BUILT OVER THE STATION AND PILES OF ROCK
 OB0410'USED TO WEIGH IT DOWN.
 OB0410
 OB0410                          STATION RECOVERY (1953)
 OB0410
 OB0410'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (PT)
 OB0410'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 OB0410'CONDITION.  THE 1934 DESCRIPTION IS ADEQUATE WITH THE FOLLOWING
 OB0410'ADDITIONS--
 OB0410'
 OB0410'THE GRAVEL ROAD IS NOW ASPHALT.  THE PATH LEAVES THE ROAD
 OB0410'DIRECTLY UNDER WHERE A POWER LINE CROSSES THE ROAD, AND 50 FT. S
 OB0410'OF POWER POLE 112.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0285 ***********************************************************************
 OB0285  DESIGNATION -  NOT 1944
 OB0285  PID         -  OB0285
 OB0285  STATE/COUNTY-  ME/KNOX
 OB0285  USGS QUAD   -  MATINICUS (1973)
 OB0285
 OB0285                         *CURRENT SURVEY CONTROL
 OB0285  ___________________________________________________________________
 OB0285* NAD 83(1996)-  43 47 14.42351(N)    068 51 10.83606(W)     ADJUSTED  
 OB0285* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 OB0285  ___________________________________________________________________
 OB0285  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 OB0285  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 OB0285
 OB0285  HORZ ORDER  -  THIRD
 OB0285
 OB0285.The horizontal coordinates were established by classical geodetic methods
 OB0285.and adjusted by the National Geodetic Survey in March 1998..
 OB0285
 OB0285.The orthometric height was scaled from a topographic map.
 OB0285
 OB0285.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0285
 OB0285.The geoid height was determined by GEOID03.
 OB0285
 OB0285;                    North         East     Units Scale Factor Converg.
 OB0285;SPC ME E     -    13,466.852   271,588.310   MT  0.99990993   -0 14 39.4
 OB0285;UTM  19      - 4,848,264.087   511,826.803   MT  0.99960172   +0 06 06.2
 OB0285
 OB0285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0285!SPC ME E     -   1.00000316  x   0.99990993  =   0.99991309
 OB0285!UTM  19      -   1.00000316  x   0.99960172  =   0.99960488
 OB0285
 OB0285:                Primary Azimuth Mark                     Grid Az
 OB0285:SPC ME E     -  WOODEN BALL RESET                        023 45 18.2
 OB0285:UTM  19      -  WOODEN BALL RESET                        023 24 32.6
 OB0285
 OB0285|---------------------------------------------------------------------|
 OB0285| PID    Reference Object                     Distance      Geod. Az  |
 OB0285|                                                           dddmmss.s |
 OB0285| OB0287 WOODEN BALL RESET                   APPROX. 8.6 KM 0233038.8 |
 OB0285| OB0284 MATINICUS ROCK LIGHTHOUSE S         443.591 METERS 2000222.5 |
 OB0285|---------------------------------------------------------------------|
 OB0285
 OB0285                          SUPERSEDED SURVEY CONTROL
 OB0285
 OB0285  NAD 83(1992)-  43 47 14.43183(N)    068 51 10.81457(W) AD(       ) 3
 OB0285  NAD 83(1986)-  43 47 14.43513(N)    068 51 10.82165(W) AD(       ) 3
 OB0285  NAD 27      -  43 47 14.14000(N)    068 51 12.70000(W) AD(       ) 3
 OB0285
 OB0285.Superseded values are not recommended for survey control.
 OB0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0285.See file dsdata.txt to determine how the superseded data were derived.
 OB0285
 OB0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ1182748264(NAD 83)
 OB0285
 OB0285  HISTORY     - Date     Condition        Report By
 OB0285  HISTORY     - 1944     MONUMENTED       CGS
 OB0285
 OB0285                          STATION DESCRIPTION
 OB0285
 OB0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLP)
 OB0285'STATION IS NEAR THE NE END OF MATINICUS ROCK, IN LARGE OUTCROP
 OB0285'OF LEDGE, 38 METERS SE OF HIGH-WATER LINE TO NW, 135 METERS SW OF
 OB0285'EXTREME NE POINT OF ISLAND, AND 11.4 METERS S OF WATER
 OB0285'FILLED-DEPRESSION IN LEDGE.
 OB0285'
 OB0285'STATION MARK IS A STANDARD TOPOGRAPHIC DISK SET IN A DRILL
 OB0285'HOLE IN LEDGE.  DISK IS STAMPED NOT 1944.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2541 ***********************************************************************
 PE2541  DESIGNATION -  NRC 1
 PE2541  PID         -  PE2541
 PE2541  STATE/COUNTY-  ME/HANCOCK
 PE2541  USGS QUAD   -  GREEN LAKE (1982)
 PE2541
 PE2541                         *CURRENT SURVEY CONTROL
 PE2541  ___________________________________________________________________
 PE2541* NAD 83(1996)-  44 40 15.45488(N)    068 33 10.44583(W)     ADJUSTED  
 PE2541* NAVD 88     -        53.0    (meters)     174.     (feet)  VERTCON   
 PE2541  ___________________________________________________________________
 PE2541  X           -   1,661,255.165 (meters)                     COMP
 PE2541  Y           -  -4,228,787.859 (meters)                     COMP
 PE2541  Z           -   4,461,438.275 (meters)                     COMP
 PE2541  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 PE2541  ELLIP HEIGHT-          28.27  (meters)          (01/15/02) GPS OBS
 PE2541  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 PE2541
 PE2541  HORZ ORDER  -  FIRST
 PE2541  ELLP ORDER  -  FOURTH    CLASS I
 PE2541
 PE2541.The horizontal coordinates were established by GPS observations
 PE2541.and adjusted by the National Geodetic Survey in March 1998..
 PE2541
 PE2541.The NAVD 88 height was computed by applying the VERTCON shift value to
 PE2541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PE2541
 PE2541.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PE2541
 PE2541.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2541
 PE2541.The ellipsoidal height was determined by GPS observations
 PE2541.and is referenced to NAD 83.
 PE2541
 PE2541.The geoid height was determined by GEOID03.
 PE2541
 PE2541;                    North         East     Units Scale Factor Converg.
 PE2541;SPC ME E     -   111,582.763   295,805.490   MT  0.99990022   -0 02 13.9
 PE2541;UTM  19      - 4,946,496.461   535,439.298   MT  0.99961544   +0 18 51.6
 PE2541
 PE2541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2541!SPC ME E     -   0.99999557  x   0.99990022  =   0.99989579
 PE2541!UTM  19      -   0.99999557  x   0.99961544  =   0.99961101
 PE2541
 PE2541                          SUPERSEDED SURVEY CONTROL
 PE2541
 PE2541  ELLIP H (03/06/98)   28.23   (m)                       GP(       ) 4 1
 PE2541  NAD 83(1992)-  44 40 15.45250(N)    068 33 10.44416(W) AD(       ) 1
 PE2541  ELLIP H (01/28/95)   28.24   (m)                       GP(       ) 4 2
 PE2541  NAD 83(1986)-  44 40 15.45928(N)    068 33 10.45595(W) AD(       ) 1
 PE2541  NGVD 29 (07/20/87)   53.2    (m)          175.     (f) GPS OBS        
 PE2541
 PE2541.Superseded values are not recommended for survey control.
 PE2541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2541.See file dsdata.txt to determine how the superseded data were derived.
 PE2541
 PE2541_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK3543946496(NAD 83)
 PE2541_MARKER: DD = SURVEY DISK
 PE2541_SETTING: 80 = SET IN A BOULDER
 PE2541_SP_SET: IN DRILL HOLE IN A BOULDER
 PE2541_MARK LOGO: NGS   
 PE2541_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PE2541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE2541+STABILITY: SURFACE MOTION
 PE2541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE2541+SATELLITE: SATELLITE OBSERVATIONS - January 12, 1989
 PE2541
 PE2541  HISTORY     - Date     Condition        Report By
 PE2541  HISTORY     - 1986     MONUMENTED       NGS
 PE2541  HISTORY     - 1986     GOOD             NGS
 PE2541  HISTORY     - 19881201 GOOD             NGS
 PE2541  HISTORY     - 19890112 GOOD
 PE2541
 PE2541                          STATION DESCRIPTION
 PE2541
 PE2541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (REP)
 PE2541'THE STATION IS LOCATED ABOUT 22.5 KM (14.0 MI)
 PE2541'SOUTHEAST OF BANGOR, 16.9 KM (10.5 MI) NORTHWEST OF ELLSWORTH AND
 PE2541'0.8 KM (0.5 MI) SOUTHWEST OF THE CENTER OF THE TOWN OF GREEN LAKE.
 PE2541'OWNERSHIP--RAYMOND L AND LINDA W JENKINS JR, RR 2 BOX 312, EAST
 PE2541'HOLDEN MAINE 04429, PHONE NO 207-843-6278.
 PE2541'
 PE2541'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1A AND
 PE2541'GREEN LAKE ROAD, WHICH IS ABOUT 2.4 KM (1.5 MI) SOUTHWEST OF
 PE2541'THE TOWN OF GREEN LAKE.  GO NORTHEASTERLY ON GREEN LAKE ROAD
 PE2541'FOR 1.5 KM (0.95 MI) TO THE CROSSING OF THE MAINE
 PE2541'CENTRAL RAILROAD AND THE STATION ON THE RIGHT.
 PE2541'
 PE2541'THE STATION IS A STANDARD CGS AND STATE DISK
 PE2541'THAT IS ---UNSTAMPED---,
 PE2541'SET INTO THE TOP OF A BOULDER, LOCATED
 PE2541'22.10 METERS (72.5 FT) EAST-SOUTHEAST FROM THE RAILROAD SWITCH BOX,
 PE2541'21.8 METERS (71.5 FT) SOUTH-SOUTHWEST FROM THE CENTER OF FIRE ROAD
 PE2541'20 (GREEN LAKE ROAD),
 PE2541'14.84 METERS (48.7 FT) NORTHEAST FROM THE NORTHEASTERN MOST RAIL
 PE2541'AND
 PE2541'5.94 METERS (19.5 FT) NORTHWEST FROM THE NORTHWEST CORNER OF A
 PE2541'MOBILE HOME.
 PE2541'
 PE2541'SOUTHEAST MAINE SUBSIDENCE NETWORK, AUGUST 1986.
 PE2541'
 PE2541'THIS STATION SUITABLE FOR GPS SURVEYS.
 PE2541'
 PE2541'DESCRIBED BY G.S. HART.
 PE2541
 PE2541                          STATION RECOVERY (1986)
 PE2541
 PE2541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 PE2541'RECOVERED IN GOOD CONDITION.
 PE2541
 PE2541                          STATION RECOVERY (1988)
 PE2541
 PE2541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 PE2541'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW AND COMPLETE
 PE2541'DESCRIPTION FOLLOWS.
 PE2541'THE STATION IS LOCATED ABOUT 22.5 KM (14.00 MI) SOUTHEAST OF BANGOR,
 PE2541'16.9 KM (10.50 MI) NORTHWEST OF ELLSWORTH, 0.8 KM (0.50 MI) SOUTHWEST
 PE2541'OF THE CENTER OF THE TOWN OF GREEN LAKE AND IN THE AREA KNOWN AS
 PE2541'JENKINS BEACH.  OWNERSHIP--RAYMOND AND LINDA JENKINS, RR 2 BOX 312,
 PE2541'EAST HOLDEN ME 04429.  PHONE 207-843-6278.
 PE2541'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1A AND GREEN
 PE2541'LAKE ROAD (FIRE ROAD 20), WHICH IS ABOUT 13.6 KM (8.45 MI)
 PE2541'SOUTH-SOUTHEAST OF EAST HOLDEN, GO NORTHEASTERLY ON GREEN LAKE ROAD
 PE2541'FOR 1.5 KM (0.95 MI) TO THE CROSSING OF THE MAINE CENTRAL RAILROAD AND
 PE2541'THE STATION JUST BEYOND ON THE RIGHT.
 PE2541'THE STATION IS A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY DISK
 PE2541'THAT IS---UNSTAMPED---, SET INTO THE TOP OF A BOULDER WHICH IS ROUGHLY
 PE2541'3.5 M (11.5 FT) IN DIAMETER AND PROJECTS 1.4 M (4.6 FT) ON THE EASTERN
 PE2541'SIDE AND FLUSH WITH THE GROUND ON THE WESTERN SIDE.  LOCATED 22.10 M
 PE2541'(72.5 FT) SOUTHEAST FROM THE RAILROAD SWITCH BOX, 21.8 M (71.5 FT)
 PE2541'SOUTH-SOUTHWEST FROM THE CENTER OF A FIRE ROAD 20 (GREEN LAKE ROAD),
 PE2541'14.84 M (48.7 FT) EAST FROM THE NORTHEASTERN MOST RAIL AND 5.9 M
 PE2541'(19.4 FT) NORTHWEST FROM THE NORTHWEST CORNER OF A MOBILE HOME.
 PE2541'SOUTHEAST MAINE SUBSIDENCE NETWORK, AUGUST 1986 AND OCTOBER 1988.
 PE2541'DESCRIBED BY G.S. HART.
 PE2541
 PE2541                          STATION RECOVERY (1989)
 PE2541
 PE2541'RECOVERED 1989
 PE2541'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2542 ***********************************************************************
 PE2542  DESIGNATION -  NRC 2
 PE2542  PID         -  PE2542
 PE2542  STATE/COUNTY-  ME/HANCOCK
 PE2542  USGS QUAD   -  ELLSWORTH (1981)
 PE2542
 PE2542                         *CURRENT SURVEY CONTROL
 PE2542  ___________________________________________________________________
 PE2542* NAD 83(1996)-  44 33 37.62162(N)    068 26 04.58502(W)     ADJUSTED  
 PE2542* NAVD 88     -        41.9    (meters)     137.     (feet)  VERTCON   
 PE2542  ___________________________________________________________________
 PE2542  X           -   1,673,149.849 (meters)                     COMP
 PE2542  Y           -  -4,233,362.902 (meters)                     COMP
 PE2542  Z           -   4,452,688.949 (meters)                     COMP
 PE2542  LAPLACE CORR-           6.31  (seconds)                    DEFLEC99
 PE2542  ELLIP HEIGHT-          17.17  (meters)          (01/15/02) GPS OBS
 PE2542  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 PE2542
 PE2542  HORZ ORDER  -  FIRST
 PE2542  ELLP ORDER  -  FOURTH    CLASS I
 PE2542
 PE2542.The horizontal coordinates were established by GPS observations
 PE2542.and adjusted by the National Geodetic Survey in March 1998..
 PE2542
 PE2542.The NAVD 88 height was computed by applying the VERTCON shift value to
 PE2542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PE2542
 PE2542.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PE2542
 PE2542.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2542
 PE2542.The ellipsoidal height was determined by GPS observations
 PE2542.and is referenced to NAD 83.
 PE2542
 PE2542.The geoid height was determined by GEOID03.
 PE2542
 PE2542;                    North         East     Units Scale Factor Converg.
 PE2542;SPC ME E     -    99,304.452   305,194.785   MT  0.99990033   +0 02 45.2
 PE2542;UTM  19      - 4,934,279.353   544,901.020   MT  0.99962479   +0 23 48.2
 PE2542
 PE2542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2542!SPC ME E     -   0.99999731  x   0.99990033  =   0.99989764
 PE2542!UTM  19      -   0.99999731  x   0.99962479  =   0.99962210
 PE2542
 PE2542                          SUPERSEDED SURVEY CONTROL
 PE2542
 PE2542  ELLIP H (03/06/98)   17.13   (m)                       GP(       ) 4 1
 PE2542  NAD 83(1992)-  44 33 37.61923(N)    068 26 04.58336(W) AD(       ) 1
 PE2542  ELLIP H (01/28/95)   17.14   (m)                       GP(       ) 4 2
 PE2542  NAD 83(1986)-  44 33 37.62568(N)    068 26 04.59513(W) AD(       ) 1
 PE2542  NGVD 29 (07/20/87)   42.0    (m)          138.     (f) GPS OBS        
 PE2542
 PE2542.Superseded values are not recommended for survey control.
 PE2542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2542.See file dsdata.txt to determine how the superseded data were derived.
 PE2542
 PE2542_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK4490134279(NAD 83)
 PE2542_MARKER: DD = SURVEY DISK
 PE2542_SETTING: 66 = SET IN ROCK OUTCROP
 PE2542_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 PE2542_MARK LOGO: NGS   
 PE2542_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PE2542_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE2542+STABILITY: POSITION/ELEVATION WELL
 PE2542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE2542+SATELLITE: SATELLITE OBSERVATIONS - January 12, 1989
 PE2542
 PE2542  HISTORY     - Date     Condition        Report By
 PE2542  HISTORY     - 1986     MONUMENTED       NGS
 PE2542  HISTORY     - 1986     GOOD             NGS
 PE2542  HISTORY     - 19881201 GOOD             NGS
 PE2542  HISTORY     - 19890112 GOOD
 PE2542
 PE2542                          STATION DESCRIPTION
 PE2542
 PE2542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (REP)
 PE2542'THE STATION IS LOCATED ABOUT 37.0 KM (23.0 MI)
 PE2542'SOUTHEAST OF BANGOR, 2.0 KM (1.25 MI) NORTHWEST OF ELLSWORTH AND
 PE2542'0.2 KM (0.1 MI) SOUTHEAST OF ELLSWORTH FALLS.
 PE2542'OWNERSHIP--COULD NOT FIND ANY INFORMATION ON PROPERTY OWNER.
 PE2542'
 PE2542'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1A AND STATE
 PE2542'HIGHWAY 179 AND 180 NORTH IN ELLSWORTH FALLS, GO SOUTHERLY ON U.S.
 PE2542'HIGHWAY 1A FOR 0.2 KM (0.1 MI) TO THE JUNCTION OF LAKES ROAD ON THE
 PE2542'LEFT.  TURN LEFT AND GO EASTERLY ON LAKES ROAD FOR 0.1 KM (0.05 MI)
 PE2542'TO A RAILROAD CROSSING, CONTINUE ACROSS TRACKS AND TURN RIGHT ON A
 PE2542'DIRT ROAD GOING SOUTHERLY FOR 0.2 KM (0.1 MI) THROUGH A WOODS YARD
 PE2542'TO THE STATION ON THE RIGHT, IN A SMALL CLEARING.
 PE2542'
 PE2542'THE STATION IS A STANDARD CGS AND STATE DISK
 PE2542'THAT IS ---UNSTAMPED---,
 PE2542'SET INTO ROCK OUTCROP, LOCATED
 PE2542'40.23 METERS (132.0 FT) NORTHEAST FROM THE MOST NORTHERLY RAIL,
 PE2542'16.2 METERS (53 FT) SOUTH FROM THE CENTER OF A GRAVEL ROAD AND
 PE2542'6.4 METERS (21 FT) WEST-NORTHWEST FROM A CLUMP OF FIVE SMALL PINE
 PE2542'TREES.
 PE2542'
 PE2542'SOUTHEAST MAINE SUBSIDENCE NETWORK, AUGUST 1986.
 PE2542'
 PE2542'THIS SITE IS SUITABLE FOR GPS SURVEYS.
 PE2542'
 PE2542'DESCRIBED BY D.R. LOKKEN.
 PE2542
 PE2542                          STATION RECOVERY (1986)
 PE2542
 PE2542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 PE2542'RECOVERED IN GOOD CONDITION.
 PE2542
 PE2542                          STATION RECOVERY (1988)
 PE2542
 PE2542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 PE2542'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW AND COMPLETE
 PE2542'DESCRIPTION FOLLOWS.
 PE2542'THE STATION IS LOCATED ABOUT 37.0 KM (23.00 MI) SOUTHEAST OF BANGOR,
 PE2542'2.0 KM (1.25 MI) NORTHWEST OF ELLSWORTH AND 0.2 KM (0.10 MI) SOUTHEAST
 PE2542'OF ELLSWORTH FALLS.  OWNERSHIP--JAMES E RAUSCH, RFD 4 BOX 20,
 PE2542'ELLSWORTH ME 04605.  PHONE 207-667-3437.
 PE2542'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1A AND STATE
 PE2542'HIGHWAY 179 AND 180 NORTH IN ELLSWORTH FALLS, GO SOUTHERLY ON U.S.
 PE2542'HIGHWAY 1A FOR 0.2 KM (0.10 MI) TO THE JUNCTION OF LAKES LANE ON THE
 PE2542'LEFT.  TURN LEFT AND GO EASTERLY ON LAKES LANE OF 0.1 KM (0.05 MI) TO
 PE2542'A RAILROAD CROSSING.  CROSS TRACKS AND MAKE SHARP RIGHT FOLLOWING
 PE2542'ALONG RAILROAD TRACKS, SOUTHERLY, FOR 0.2 KM (0.10 MI) THROUGH WOOD
 PE2542'YARD.  FOLLOW DIRT ROAD WHICH BEARS LEFT, EASTERLY, AND UP SMALL GRADE
 PE2542'INTO WOODS.  CONTINUE ON DIRT ROAD FOR 0.1 KM (0.05 MI) TO A CURVE
 PE2542'LEFT AND STATION ON RIGHT IN A SMALL CLEARING.
 PE2542'THE STATION IS A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY DISK
 PE2542'THAT IS---UNSTAMPED---, SET INTO A PARTIALLY EXPOSED ROCK OUTCROP
 PE2542'FLUSH WITH GROUND.  LOCATED 40.23 M (132.0 FT) NORTHEAST FROM THE MOST
 PE2542'NORTHERLY RAIL, 16.2 M (53.1 FT) SOUTH FROM THE CENTER OF THE DIRT
 PE2542'ROAD AND 6.4 M (21.0 FT) WEST-NORTHWEST FROM A CLUMP OF FIVE SMALL
 PE2542'PINE TREES.
 PE2542'SOUTHEAST MAINE SUBSIDENCE NETWORK, AUGUST 1986 AND OCTOBER 1988.
 PE2542'DESCRIBED BY D.R. LOKKEN.
 PE2542
 PE2542                          STATION RECOVERY (1989)
 PE2542
 PE2542'RECOVERED 1989
 PE2542'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1175 ***********************************************************************
 PD1175  DESIGNATION -  NRC 3
 PD1175  PID         -  PD1175
 PD1175  STATE/COUNTY-  ME/WASHINGTON
 PD1175  USGS QUAD   -  PORCUPINE MOUNTAIN (1987)
 PD1175
 PD1175                         *CURRENT SURVEY CONTROL
 PD1175  ___________________________________________________________________
 PD1175* NAD 83(1996)-  44 52 56.05304(N)    067 15 52.91715(W)     ADJUSTED  
 PD1175* NAVD 88     -        29.0    (meters)      95.     (feet)  VERTCON   
 PD1175  ___________________________________________________________________
 PD1175  X           -   1,749,507.420 (meters)                     COMP
 PD1175  Y           -  -4,175,104.823 (meters)                     COMP
 PD1175  Z           -   4,478,089.168 (meters)                     COMP
 PD1175  LAPLACE CORR-           5.89  (seconds)                    DEFLEC99
 PD1175  ELLIP HEIGHT-           5.99  (meters)          (01/15/02) GPS OBS
 PD1175  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 PD1175
 PD1175  HORZ ORDER  -  FIRST
 PD1175  ELLP ORDER  -  FOURTH    CLASS I
 PD1175
 PD1175.The horizontal coordinates were established by GPS observations
 PD1175.and adjusted by the National Geodetic Survey in March 1998..
 PD1175
 PD1175.The NAVD 88 height was computed by applying the VERTCON shift value to
 PD1175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PD1175
 PD1175.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PD1175
 PD1175.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1175
 PD1175.The ellipsoidal height was determined by GPS observations
 PD1175.and is referenced to NAD 83.
 PD1175
 PD1175.The geoid height was determined by GEOID03.
 PD1175
 PD1175;                    North         East     Units Scale Factor Converg.
 PD1175;SPC ME E     -   135,800.164   397,589.152   MT  1.00001707   +0 52 18.3
 PD1175;UTM  19      - 4,971,333.269   637,048.237   MT  0.99983096   +1 13 28.9
 PD1175
 PD1175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD1175!SPC ME E     -   0.99999906  x   1.00001707  =   1.00001613
 PD1175!UTM  19      -   0.99999906  x   0.99983096  =   0.99983002
 PD1175
 PD1175                          SUPERSEDED SURVEY CONTROL
 PD1175
 PD1175  ELLIP H (03/06/98)    5.96   (m)                       GP(       ) 4 1
 PD1175  NAD 83(1992)-  44 52 56.05028(N)    067 15 52.91603(W) AD(       ) 1
 PD1175  ELLIP H (01/28/95)    6.02   (m)                       GP(       ) 4 2
 PD1175  NAD 83(1986)-  44 52 56.05359(N)    067 15 52.92889(W) AD(       ) 1
 PD1175  NGVD 29 (07/20/87)   29.2    (m)           96.     (f) GPS OBS        
 PD1175
 PD1175.Superseded values are not recommended for survey control.
 PD1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1175.See file dsdata.txt to determine how the superseded data were derived.
 PD1175
 PD1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK3704871333(NAD 83)
 PD1175_MARKER: DD = SURVEY DISK
 PD1175_SETTING: 66 = SET IN ROCK OUTCROP
 PD1175_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 PD1175_STAMPING: 2
 PD1175_MARK LOGO: NGS   
 PD1175_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PD1175_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD1175+STABILITY: POSITION/ELEVATION WELL
 PD1175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PD1175+SATELLITE: SATELLITE OBSERVATIONS - January 20, 1989
 PD1175
 PD1175  HISTORY     - Date     Condition        Report By
 PD1175  HISTORY     - 1986     MONUMENTED       NGS
 PD1175  HISTORY     - 1986     GOOD             NGS
 PD1175  HISTORY     - 19881201 GOOD             NGS
 PD1175  HISTORY     - 19890120 GOOD
 PD1175
 PD1175                          STATION DESCRIPTION
 PD1175
 PD1175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (REP)
 PD1175'THE STATION IS LOCATED ABOUT 32.2 KM (20.0 MI)
 PD1175'SOUTH OF CALAIS, 25.7 KM (16.0 MI) NORTHEAST OF MACHIAS AND 4.8 KM
 PD1175'(3.0 MI) SOUTHWEST OF DENNYSVILLE.
 PD1175'OWNERSHIP--COUNTY ROAD RIGHT-OF-WAY, ADDRESS UNKNOWN.
 PD1175'
 PD1175'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND
 PD1175'STATE HIGHWAY 86 IN DENNYSVILLE, GO WEST ON HIGHWAY 86 FOR 4.3 KM
 PD1175'(2.7 MI) TO A DIRT ROAD ON THE LEFT, TURN LEFT AND GO SOUTHERLY ON
 PD1175'THE DIRT ROAD FOR 0.2 KM (0.1 MI) TO THE CROSSING OF THE MAINE
 PD1175'CENTRAL RAILROAD, CONTINUE AHEAD CROSSING TRACKS FOR 1.0 KM (0.6
 PD1175'MI) TO THE STATION ON THE RIGHT.
 PD1175'
 PD1175'THE STATION IS A STANDARD CGS AND STATE DISK
 PD1175'STAMPED---2---,
 PD1175'SET INTO ROCK OUTCROP, LOCATED
 PD1175'5.5 METERS (18.0 FT) SOUTHWEST FROM THE CENTER OF THE DIRT ROAD.
 PD1175'
 PD1175'SOUTHEAST MAINE SUBSIDENCE NETWORK, AUGUST 1986.
 PD1175'
 PD1175'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 PD1175'
 PD1175'DESCRIBED BY G.S. HART.
 PD1175
 PD1175                          STATION RECOVERY (1986)
 PD1175
 PD1175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 PD1175'RECOVERED IN GOOD CONDITION.
 PD1175
 PD1175                          STATION RECOVERY (1988)
 PD1175
 PD1175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 PD1175'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW AND COMPLETE
 PD1175'DESCRIPTION FOLLOWS.
 PD1175'THE STATION IS LOCATED ABOUT 32.2 KM (20.00 MI) SOUTH OF CALAIS, 25.7
 PD1175'KM (15.95 MI) NORTHEAST OF MACHIAS AND 4.8 KM (3.00 MI) SOUTHWEST OF
 PD1175'DENNYVILLE.  OWNERSHIP--COUNTY ROAD RIGHT-OF-WAY, ADDRESS UNKNOWN.
 PD1175'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND STATE
 PD1175'HIGHWAY 86 IN DENNYSVILLE, GO WEST ON HIGHWAY 86 FOR 2.3 KM (1.45 MI)
 PD1175'TO A RAILROAD CROSSING.  CONTINUE AHEAD ON HIGHWAY 86 FOR 2.22 KM
 PD1175'(1.40 MI) TO DIRT SIDE ROAD LEFT AND SIGN 093-00-0 ATTACHED TO A BIRCH
 PD1175'TREE STUMP.  TURN LEFT AND GO SOUTHERLY OF 0.1 KM (0.05 MI) PASSING
 PD1175'THROUGH YELLOW PIPE GATE.  CONTINUE AHEAD FOR 0.2 KM (0.10 MI) TO
 PD1175'RAILROAD CROSSING.  CROSS TRACKS AND CONTINUE SOUTHERLY ON DIRT ROAD
 PD1175'FOR 0.39 KM (0.25 MI) TO WOODEN BRIDGE OVER SMALL CREEK.  PASS OVER
 PD1175'BRIDGE AND CONTINUE SOUTHERLY ON DIRT ROAD FOR 0.56 KM (0.35 MI) TO
 PD1175'STATION ON THE RIGHT, JUST BELOW CREST OF HILL, IN ROCK OUTCROP FLUSH
 PD1175'WITH GROUND.
 PD1175'THE STATION IS A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY DISK
 PD1175'STAMPED---2---, SET INTO ROCK OUTCROP.  LOCATED 5.5 M (18.0 FT)
 PD1175'SOUTHWEST FROM CENTER OF THE DIRT ROAD.
 PD1175'SOUTHEAST MAINE SUBSIDENCE NETWORK, AUGUST 1986 AND OCTOBER 1988.
 PD1175'DESCRIBED BY F.W. ROSSMANN.
 PD1175
 PD1175                          STATION RECOVERY (1989)
 PD1175
 PD1175'RECOVERED 1989
 PD1175'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1176 ***********************************************************************
 PD1176  DESIGNATION -  NRC 4
 PD1176  PID         -  PD1176
 PD1176  STATE/COUNTY-  ME/WASHINGTON
 PD1176  USGS QUAD   -  PEMBROKE (1977)
 PD1176
 PD1176                         *CURRENT SURVEY CONTROL
 PD1176  ___________________________________________________________________
 PD1176* NAD 83(1996)-  44 59 02.95849(N)    067 13 59.12768(W)     ADJUSTED  
 PD1176* NAVD 88     -        29.4    (meters)      96.     (feet)  VERTCON   
 PD1176  ___________________________________________________________________
 PD1176  X           -   1,748,714.853 (meters)                     COMP
 PD1176  Y           -  -4,166,763.057 (meters)                     COMP
 PD1176  Z           -   4,486,107.627 (meters)                     COMP
 PD1176  LAPLACE CORR-           5.78  (seconds)                    DEFLEC99
 PD1176  ELLIP HEIGHT-           6.38  (meters)          (01/15/02) GPS OBS
 PD1176  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 PD1176
 PD1176  HORZ ORDER  -  FIRST
 PD1176  ELLP ORDER  -  FOURTH    CLASS I
 PD1176
 PD1176.The horizontal coordinates were established by GPS observations
 PD1176.and adjusted by the National Geodetic Survey in March 1998..
 PD1176
 PD1176.The NAVD 88 height was computed by applying the VERTCON shift value to
 PD1176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PD1176
 PD1176.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PD1176
 PD1176.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1176
 PD1176.The ellipsoidal height was determined by GPS observations
 PD1176.and is referenced to NAD 83.
 PD1176
 PD1176.The geoid height was determined by GEOID03.
 PD1176
 PD1176;                    North         East     Units Scale Factor Converg.
 PD1176;SPC ME E     -   147,163.739   399,909.317   MT  1.00002270   +0 53 44.4
 PD1176;UTM  19      - 4,982,708.828   639,297.878   MT  0.99983860   +1 14 57.3
 PD1176
 PD1176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD1176!SPC ME E     -   0.99999900  x   1.00002270  =   1.00002170
 PD1176!UTM  19      -   0.99999900  x   0.99983860  =   0.99983760
 PD1176
 PD1176                          SUPERSEDED SURVEY CONTROL
 PD1176
 PD1176  ELLIP H (03/06/98)    6.35   (m)                       GP(       ) 4 1
 PD1176  NAD 83(1992)-  44 59 02.95570(N)    067 13 59.12657(W) AD(       ) 1
 PD1176  ELLIP H (01/28/95)    6.41   (m)                       GP(       ) 4 2
 PD1176  NAD 83(1986)-  44 59 02.95939(N)    067 13 59.13993(W) AD(       ) 1
 PD1176  NGVD 29 (07/20/87)   29.6    (m)           97.     (f) GPS OBS        
 PD1176
 PD1176.Superseded values are not recommended for survey control.
 PD1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1176.See file dsdata.txt to determine how the superseded data were derived.
 PD1176
 PD1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK3929882709(NAD 83)
 PD1176_MARKER: DD = SURVEY DISK
 PD1176_SETTING: 66 = SET IN ROCK OUTCROP
 PD1176_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 PD1176_STAMPING: 12
 PD1176_MARK LOGO: NGS   
 PD1176_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PD1176_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD1176+STABILITY: POSITION/ELEVATION WELL
 PD1176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PD1176+SATELLITE: SATELLITE OBSERVATIONS - January 19, 1989
 PD1176
 PD1176  HISTORY     - Date     Condition        Report By
 PD1176  HISTORY     - 1986     MONUMENTED       NGS
 PD1176  HISTORY     - 1986     GOOD             NGS
 PD1176  HISTORY     - 19881201 GOOD             NGS
 PD1176  HISTORY     - 19890119 GOOD
 PD1176
 PD1176                          STATION DESCRIPTION
 PD1176
 PD1176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (REP)
 PD1176'THE STATION IS LOCATED ABOUT 35.4 KM (22 MI)
 PD1176'NORTHEAST OF MACHIAS,
 PD1176'24.1 KM (15 MI) SOUTH-SOUTHEAST OF CALAIS,
 PD1176'6.4 KM (4 MI) NORTHWEST OF PEMBROKE AND ALONG STATE HIGHWAY 214.
 PD1176'OWNERSHIP--DEPARTMENT OF TRANSPORTATION, STATION 16 CHILD STREET,
 PD1176'AUGUSTA MAINE 0433, PHONE NO 207-289-2551.
 PD1176'
 PD1176'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE
 PD1176'HIGHWAY 214 AT THE POST OFFICE IN PEMBROKE, GO NORTHWESTERLY ON
 PD1176'HIGHWAY 214 FOR 5.5 KM (3.4 MI) TO THE STATION ON THE RIGHT, WHICH
 PD1176'IS 0.2 KM (0.1 MI) BEFORE THE MAINE CENTRAL RAILROAD CROSSING.
 PD1176'
 PD1176'THE STATION IS A STANDARD CGS AND STATE DISK
 PD1176'STAMPED---12---,
 PD1176'SET INTO ROCK OUTCROP, LOCATED
 PD1176'43.2 METERS (141.7 FT) NORTH-NORTHWEST FROM A UTILITY POLE NUMBER
 PD1176'123,
 PD1176'14.14 METERS (46.4 FT) EAST FROM A UTILITY POLE NUMBER 122 AND
 PD1176'14.0 METERS (46 FT) NORTHEAST FROM THE CENTER OF THE HIGHWAY.
 PD1176'
 PD1176'SOUTHEAST MAINE SUBSIDENCE NETWORK, AUGUST 1986.
 PD1176'
 PD1176'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 PD1176'
 PD1176'DESCRIBED BY R.T. WOODRUFF.
 PD1176
 PD1176                          STATION RECOVERY (1986)
 PD1176
 PD1176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 PD1176'RECOVERED IN GOOD CONDITION.
 PD1176
 PD1176                          STATION RECOVERY (1988)
 PD1176
 PD1176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 PD1176'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW AND COMPLETE
 PD1176'DESCRIPTION FOLLOWS.
 PD1176'THE STATION IS LOCATED ABOUT 35.4 KM (22.00 MI) NORTHEAST OF MACHIAS,
 PD1176'24.1 KM (15.00 MI) SOUTH-SOUTHEAST OF CALAIS, 6.4 KM (4.00 MI)
 PD1176'NORTHWEST OF PEMBROKE AND ALONG STATE HIGHWAY 214.
 PD1176'OWNERSHIP--DEPARTMENT OF TRANSPORTATION, STATION 16, CHILD STREET,
 PD1176'AUGUSTA ME 04333.  PHONE 207-289-2551.
 PD1176'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE
 PD1176'HIGHWAY 214 AT THE POST OFFICE IN PEMBROKE, GO NORTHWESTERLY ON
 PD1176'HIGHWAY 214 FOR 5.52 KM (3.45 MI) TO CREEK CROSSING UNDER HIGHWAY.
 PD1176'CONTINUE AHEAD FOR 0.4 KM (0.25 MI) TO A MAIL BOX AND THE STATION JUST
 PD1176'BEYOND ON THE RIGHT.  THE STATION IS 0.2 KM (0.10 MI) BEFORE THE MAINE
 PD1176'CENTRAL RAILROAD CROSSING ON STATE HIGHWAY 214.
 PD1176'THE STATION IS A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY DISK
 PD1176'STAMPED---12---, SET INTO THE SOUTHERN CORNER OF A LARGE ROCK OUTCROP.
 PD1176'LOCATED 44.63 M (146.4 FT) EAST AND ACROSS HIGHWAY FROM UTILITY POLE
 PD1176'NUMBER 122, 43.2 M (141.7 FT) NORTH-NORTHWEST FROM UTILITY POLE NUMBER
 PD1176'123, 17.86 M (58.6 FT) NORTH FROM MAIL BOX AND 0.6 M (2.0 FT) BELOW
 PD1176'ROAD SURFACE.
 PD1176'SOUTHEAST MAINE SUBSIDENCE NETWORK, AUGUST 1986 AND OCTOBER 1988.
 PD1176'DESCRIBED BY F.W. ROSSMANN.
 PD1176
 PD1176                          STATION RECOVERY (1989)
 PD1176
 PD1176'RECOVERED 1989
 PD1176'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0778 ***********************************************************************
 RF0778  DESIGNATION -  NULHEDUS LO
 RF0778  PID         -  RF0778
 RF0778  STATE/COUNTY-  ME/SOMERSET
 RF0778  USGS QUAD   -  RUSSELL MOUNTAIN (1989)
 RF0778
 RF0778                         *CURRENT SURVEY CONTROL
 RF0778  ___________________________________________________________________
 RF0778* NAD 83(1996)-  46 02 09.85544(N)    069 52 07.43406(W)     ADJUSTED  
 RF0778* NAVD 88     -       651.1    (meters)    2136.     (feet)  VERTCON   
 RF0778  ___________________________________________________________________
 RF0778  LAPLACE CORR-           5.91  (seconds)                    DEFLEC99
 RF0778  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 RF0778
 RF0778  HORZ ORDER  -  SECOND
 RF0778
 RF0778.The horizontal coordinates were established by classical geodetic methods
 RF0778.and adjusted by the National Geodetic Survey in March 1998..
 RF0778
 RF0778.The NAVD 88 height was computed by applying the VERTCON shift value to
 RF0778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RF0778
 RF0778.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0778
 RF0778.The geoid height was determined by GEOID03.
 RF0778
 RF0778;                    North         East     Units Scale Factor Converg.
 RF0778;SPC ME W     -   355,921.873   923,063.253   MT  0.99997320   +0 12 52.0
 RF0778;SPC ME E     -   264,193.846   194,053.392   MT  1.00003795   -0 59 07.0
 RF0778;UTM  19      - 5,098,422.072   432,775.910   MT  0.99965555   -0 37 31.1
 RF0778
 RF0778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0778!SPC ME W     -   0.99990191  x   0.99997320  =   0.99987511
 RF0778!SPC ME E     -   0.99990191  x   1.00003795  =   0.99993986
 RF0778!UTM  19      -   0.99990191  x   0.99965555  =   0.99955749
 RF0778
 RF0778|---------------------------------------------------------------------|
 RF0778| PID    Reference Object                     Distance      Geod. Az  |
 RF0778|                                                           dddmmss.s |
 RF0778| DA5535 NULHEDUS LO RM 1                     26.140 METERS 13942     |
 RF0778| DA5536 NULHEDUS LO RM 2                     32.036 METERS 22159     |
 RF0778| DA5534 NULHEDUS LO AZ MK                                  2495633.0 |
 RF0778|---------------------------------------------------------------------|
 RF0778
 RF0778                          SUPERSEDED SURVEY CONTROL
 RF0778
 RF0778  NAD 83(1992)-  46 02 09.85723(N)    069 52 07.42179(W) AD(       ) 2
 RF0778  NAD 83(1986)-  46 02 09.86230(N)    069 52 07.43724(W) AD(       ) 2
 RF0778  NAD 27      -  46 02 09.74300(N)    069 52 09.19700(W) AD(       ) 2
 RF0778  NGVD 29 (07/19/86)  651.2    (m)         2136.     (f) VERT ANG       
 RF0778
 RF0778.Superseded values are not recommended for survey control.
 RF0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0778.See file dsdata.txt to determine how the superseded data were derived.
 RF0778
 RF0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL3277698422(NAD 83)
 RF0778
 RF0778  HISTORY     - Date     Condition        Report By
 RF0778  HISTORY     - 1955     MONUMENTED       CGS
 RF0778  HISTORY     - 1955     SEE DESCRIPTION  CGS
 RF0778
 RF0778                          STATION DESCRIPTION
 RF0778
 RF0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 RF0778'THE STATION IS LOCATED BENEATH THE CENTER OF THE STEEL LOOKOUT
 RF0778'TOWER ON THE TOP OF NULHEDUS MOUNTAIN ABOUT 11 MILES AIRLINE
 RF0778'NORTH-NORTHEAST OF THE PITTSTON FARM, 17 MILES AIRLINE NORTHWEST
 RF0778'OF NORTH EAST CARRY, AND 20 MILES AIRLINE EAST OF THE UNITED
 RF0778'STATES AND CANADIAN BOUNDARY.
 RF0778'
 RF0778'TO REACH THE STATION FROM THE POST OFFICE IN ROCKWOOD GO WEST
 RF0778'ON STATE HIGHWAY 15 FOR 2.0 MILES TO A FORK.  TURN RIGHT, CROSS
 RF0778'A LARGE BRIDGE, AND GO NORTH ON A GRAVELED ROAD 16.5 MILES TO A
 RF0778'FORK.  TAKE THE RIGHT FORK AS PER SIGN, SEBOOMOOK 12 MI AND GO
 RF0778'EAST 11.1 MILES TO A FORK.  TAKE THE LEFT FORK AS PER SIGN,
 RF0778'N EAST CARRY 10 MI AND GO NORTH 1.9 MILES TO A SIDE ROAD ON THE
 RF0778'LEFT.  TURN LEFT AS PER SIGN, CAUCOMGOMOC AND GO WEST 0.1 MILE
 RF0778'TO THE EAST END OF A DAM AND A SMALL HOUSE ON THE RIGHT.  HERE
 RF0778'OBTAIN THE KEY TO A LOCKED GATE THAT IS ON THE WAY TO THE
 RF0778'STATION.  CROSS THE DAM AND GO WEST 2.4 MILES TO A SIDE ROAD
 RF0778'AND A LOCKED GATE ON THE LEFT.  TURN LEFT, PASS THROUGH THE
 RF0778'GATE, AND GO WEST AND NORTH ON A GRAVELED ROAD 8.8 MILES TO A
 RF0778'CABIN ON THE RIGHT.  KEEP STRAIGHT AHEAD, NORTH, AND GO 1.1
 RF0778'MILES TO AN OLD RAILROAD CAR ON THE LEFT.  KEEP STRAIGHT
 RF0778'AHEAD, NORTH, AND GO 0.6 MILE TO A TRIANGULAR BLAZED TREE ON
 RF0778'THE RIGHT.  PACK NORTHEAST ON A BLAZED TRAIL ABOUT 5
 RF0778'MINUTES TO AN OLD ROAD.  PACK NORTHWEST ON THE ROAD ABOUT 5
 RF0778'MINUTES TO AN OLD CABIN ON THE RIGHT.  PACK NORTH ON A DIM
 RF0778'ROAD ABOUT 15 MINUTES TO A FORK.  TAKE THE RIGHT FORK AND GO
 RF0778'ABOUT 200 YARDS TO THE END OF THE ROAD.  PACK NORTHEAST ON A
 RF0778'BLAZED TRAIL ABOUT 20 MINUTES TO THE TOP OF THE MOUNTAIN, THE
 RF0778'LOOKOUT TOWER, AND THE STATION.
 RF0778'
 RF0778'THE STATION MARK IS A STANDARD DISK STAMPED NULHEDUS 1955 BRAZED
 RF0778'TO THE TOP OF A 2-INCH IRON PIPE THAT PROJECTS 6 INCHES ABOVE
 RF0778'THE GROUND.  IT IS LOCATED BENEATH THE CENTER OF AN ABANDONED
 RF0778'LOOKOUT TOWER.
 RF0778'
 RF0778'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED NULHEDUS
 RF0778'NO 1 1955 CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS
 RF0778'FLUSH WITH THE GROUND.  IT IS 18 INCHES LOWER THAN THE STATION.
 RF0778'
 RF0778'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED NULHEDUS
 RF0778'NO 2 1955 CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS
 RF0778'FLUSH WITH THE GROUND.  IT IS 18 INCHES HIGHER THAN THE STATION.
 RF0778'
 RF0778'THE AZIMUTH MARK IS A STANDARD DISK STAMPED NULHEDUS 1955
 RF0778'CEMENTED IN A DRILL HOLE IN THE TOP OF A LARGE BOULDER THAT
 RF0778'PROJECTS 3 FEET ABOVE THE GROUND.  IT IS 34 FEET SOUTH OF THE
 RF0778'CENTERLINE OF THE ROAD AND 64 FEET SOUTH OF A 14-INCH
 RF0778'TRIANGULAR-BLAZED SPRUCE TREE.
 RF0778'
 RF0778'TO REACH THE AZIMUTH MARK FROM THE OLD RAILROAD CAR MENTIONED
 RF0778'ABOVE GO NORTH AND NORTHWEST ON THE ROAD 1.4 MILES TO A
 RF0778'TRIANGULAR-BLAZED TREE ON THE RIGHT AND THE AZIMUTH MARK ON THE
 RF0778'LEFT.
 RF0778
 RF0778                          STATION RECOVERY (1955)
 RF0778
 RF0778'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WRH)
 RF0778'THE STATION IS LOCATED ABOUT 25 MILES AIRLINE NORTH AND 6-1/2
 RF0778'MILES WEST OF ROCKWOOD AND ABOUT 11 MILES NORTHWEST OF THE
 RF0778'SEBOOMOOK DAM ON THE HIGHEST PART OF NULHEDUS MOUNTAIN.
 RF0778'
 RF0778'THE TOWER IS A MAINE FOREST SERVICE LOOKOUT TOWER THAT IS
 RF0778'CONSTRUCTED OF FOUR STEEL LEGS WITH AN 8 FOOT SQUARE HOUSE ON TOP
 RF0778'THAT IS PAINTED WHITE.  IT IS ABOUT 75 FEET HIGH.  IT IS CENTERED
 RF0778'OVER TRIANGULATION STATION NULHEDUS L.O.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0652 ***********************************************************************
 PD0652  DESIGNATION -  NUT
 PD0652  PID         -  PD0652
 PD0652  STATE/COUNTY-  ME/WASHINGTON
 PD0652  USGS QUAD   -  WEST LUBEC (1975)
 PD0652
 PD0652                         *CURRENT SURVEY CONTROL
 PD0652  ___________________________________________________________________
 PD0652* NAD 83(1996)-  44 52 19.77983(N)    067 06 08.26873(W)     ADJUSTED  
 PD0652* NAVD 88     -         3.1    (meters)      10.     (feet)  VERTCON   
 PD0652  ___________________________________________________________________
 PD0652  LAPLACE CORR-           4.28  (seconds)                    DEFLEC99
 PD0652  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 PD0652
 PD0652  HORZ ORDER  -  THIRD
 PD0652
 PD0652.The horizontal coordinates were established by classical geodetic methods
 PD0652.and adjusted by the National Geodetic Survey in March 1998..
 PD0652
 PD0652.The NAVD 88 height was computed by applying the VERTCON shift value to
 PD0652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PD0652
 PD0652.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0652
 PD0652.The geoid height was determined by GEOID03.
 PD0652
 PD0652;                    North         East     Units Scale Factor Converg.
 PD0652;SPC ME E     -   134,888.606   410,438.277   MT  1.00004993   +0 59 10.4
 PD0652;UTM  19      - 4,970,501.025   649,900.421   MT  0.99987631   +1 20 20.9
 PD0652
 PD0652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0652!SPC ME E     -   1.00000305  x   1.00004993  =   1.00005298
 PD0652!UTM  19      -   1.00000305  x   0.99987631  =   0.99987936
 PD0652
 PD0652                          SUPERSEDED SURVEY CONTROL
 PD0652
 PD0652  NAD 83(1992)-  44 52 19.76993(N)    067 06 08.26946(W) AD(       ) 3
 PD0652  NAD 83(1986)-  44 52 19.76978(N)    067 06 08.26983(W) AD(       ) 3
 PD0652  NGVD 29 (09/20/87)    3.3    (m)           11.     (f) VERT ANG       
 PD0652
 PD0652.Superseded values are not recommended for survey control.
 PD0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0652.See file dsdata.txt to determine how the superseded data were derived.
 PD0652
 PD0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK4990070501(NAD 83)
 PD0652_MARKER: DD = SURVEY DISK
 PD0652_SETTING: 66 = SET IN ROCK OUTCROP
 PD0652_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 PD0652_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0652_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0652+STABILITY: POSITION/ELEVATION WELL
 PD0652
 PD0652  HISTORY     - Date     Condition        Report By
 PD0652  HISTORY     - 1986     MONUMENTED       NOS
 PD0652
 PD0652                          STATION DESCRIPTION
 PD0652
 PD0652'DESCRIBED BY NATIONAL OCEAN SERVICE 1986 (JGF)
 PD0652'STATION IS LOCATED ABOUT 5 MILES WEST OF EASTPORT ON A SMALL ISLET
 PD0652'SOUTH OF HUCKINS ISLAND AND NORTHEAST OF COFFINS POINT.
 PD0652'
 PD0652'TO REACH STATION, GO BY BOAT FROM EASTPORT.
 PD0652'
 PD0652'THE STATION IS A STANDARD NOS DISK STAMPED---NUT 1986---,SET INTO A
 PD0652'DRILL HOLE IN BEDROCK.
 PD0652'IT IS LOCATED,
 PD0652'20.1 METERS (65.94FT) SOUTHEAST OF NORTHWEST TIP OF ISLET
 PD0652'3.0 METERS (9.84FT) EAST OF MHWL.
 PD0652'
 PD0652'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 PD0652'DESCRIBED BY PBW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2199 ***********************************************************************
 OC2199  DESIGNATION -  NUT HILL
 OC2199  PID         -  OC2199
 OC2199  STATE/COUNTY-  ME/YORK
 OC2199  USGS QUAD   -  KITTERY (1989)
 OC2199
 OC2199                         *CURRENT SURVEY CONTROL
 OC2199  ___________________________________________________________________
 OC2199* NAD 83(1996)-  43 05 34.24613(N)    070 39 56.76612(W)     ADJUSTED  
 OC2199* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 OC2199  ___________________________________________________________________
 OC2199  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 OC2199  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 OC2199
 OC2199  HORZ ORDER  -  THIRD
 OC2199
 OC2199.The horizontal coordinates were established by classical geodetic methods
 OC2199.and adjusted by the National Geodetic Survey in March 1998..
 OC2199
 OC2199.The orthometric height was scaled from a topographic map.
 OC2199
 OC2199.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2199
 OC2199.The geoid height was determined by GEOID03.
 OC2199
 OC2199;                    North         East     Units Scale Factor Converg.
 OC2199;SPC ME W     -    28,949.754   859,365.415   MT  0.99998697   -0 20 27.5
 OC2199;SPC NH       -    66,342.645   381,488.790   MT  1.00004832   +0 41 01.8
 OC2199;SPC NH       -   217,659.16  1,251,601.14   sFT  1.00004832   +0 41 01.8
 OC2199;UTM  19      - 4,772,471.855   364,429.274   MT  0.99982610   -1 08 17.5
 OC2199
 OC2199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2199!SPC ME W     -   1.00000231  x   0.99998697  =   0.99998928
 OC2199!SPC NH       -   1.00000231  x   1.00004832  =   1.00005063
 OC2199!UTM  19      -   1.00000231  x   0.99982610  =   0.99982841
 OC2199
 OC2199:                Primary Azimuth Mark                     Grid Az
 OC2199:SPC ME W     -  SEA POINT                                150 02 07.7
 OC2199:SPC NH       -  SEA POINT                                149 00 38.4
 OC2199:UTM  19      -  SEA POINT                                150 49 57.7
 OC2199
 OC2199|---------------------------------------------------------------------|
 OC2199| PID    Reference Object                     Distance      Geod. Az  |
 OC2199|                                                           dddmmss.s |
 OC2199| OC2200 SEA POINT                           APPROX. 0.9 KM 1494140.2 |
 OC2199|---------------------------------------------------------------------|
 OC2199
 OC2199                          SUPERSEDED SURVEY CONTROL
 OC2199
 OC2199  NAD 83(1992)-  43 05 34.24504(N)    070 39 56.76638(W) AD(       ) 3
 OC2199  NAD 83(1986)-  43 05 34.24861(N)    070 39 56.76930(W) AD(       ) 3
 OC2199  NAD 27      -  43 05 33.90000(N)    070 39 58.59000(W) AD(       ) 3
 OC2199
 OC2199.Superseded values are not recommended for survey control.
 OC2199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2199.See file dsdata.txt to determine how the superseded data were derived.
 OC2199
 OC2199_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH6442972472(NAD 83)
 OC2199
 OC2199  HISTORY     - Date     Condition        Report By
 OC2199  HISTORY     - UNK      MONUMENTED
 OC2199  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OC2199
 OC2199                          STATION DESCRIPTION
 OC2199
 OC2199'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (EHK)
 OC2199'STATION WAS NOT RECOVERED.  THIS IS AN UNDESCRIBED TRIANGULATION
 OC2199'STATION.  A 1/2-HR. SEARCH IN THE AREA INDICATED BY THE
 OC2199'GEOGRAPHIC POSITION REVEALED NO TRACE OF A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0261 ***********************************************************************
 QG0261  DESIGNATION -  O 2
 QG0261  PID         -  QG0261
 QG0261  STATE/COUNTY-  ME/PENOBSCOT
 QG0261  USGS QUAD   -  SEBOEIS (1988)
 QG0261
 QG0261                         *CURRENT SURVEY CONTROL
 QG0261  ___________________________________________________________________
 QG0261* NAD 83(1986)-  45 21 34.     (N)    068 42 00.     (W)     SCALED    
 QG0261* NAVD 88     -        75.717  (meters)     248.41   (feet)  ADJUSTED  
 QG0261  ___________________________________________________________________
 QG0261  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 QG0261  DYNAMIC HT  -          75.718 (meters)     248.42  (feet)  COMP
 QG0261  MODELED GRAV-     980,622.4   (mgal)                       NAVD 88
 QG0261
 QG0261  VERT ORDER  -  FIRST     CLASS II
 QG0261
 QG0261.The horizontal coordinates were scaled from a topographic map and have
 QG0261.an estimated accuracy of +/- 6 seconds.
 QG0261
 QG0261.The orthometric height was determined by differential leveling
 QG0261.and adjusted by the National Geodetic Survey in June 1991..
 QG0261
 QG0261.The geoid height was determined by GEOID03.
 QG0261
 QG0261.The dynamic height is computed by dividing the NAVD 88
 QG0261.geopotential number by the normal gravity value computed on the
 QG0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0261.degrees latitude (g = 980.6199 gals.).
 QG0261
 QG0261.The modeled gravity was interpolated from observed gravity values.
 QG0261
 QG0261;                    North         East    Units  Estimated Accuracy
 QG0261;SPC ME E     -   188,110.      284,330.      MT  (+/- 180 meters Scaled)
 QG0261
 QG0261                          SUPERSEDED SURVEY CONTROL
 QG0261
 QG0261  NGVD 29 (??/??/92)   75.895  (m)          249.00   (f) ADJ UNCH    1 2
 QG0261
 QG0261.Superseded values are not recommended for survey control.
 QG0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0261.See file dsdata.txt to determine how the superseded data were derived.
 QG0261
 QG0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL234229(NAD 83)
 QG0261_MARKER: DB = BENCH MARK DISK
 QG0261_SETTING: 80 = SET IN A BOULDER
 QG0261_SP_SET: BOULDER
 QG0261_STAMPING: ELEV 248.999 FT O 2 1916
 QG0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0261+STABILITY: SURFACE MOTION
 QG0261
 QG0261  HISTORY     - Date     Condition        Report By
 QG0261  HISTORY     - 1916     MONUMENTED       CGS
 QG0261
 QG0261                          STATION DESCRIPTION
 QG0261
 QG0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1916
 QG0261'1 MI E FROM SEBOOIS.
 QG0261'1.0 MILE EAST ALONG THE CANADIAN PACIFIC RAILWAY FROM SEBOOIS,
 QG0261'PENOBSCOT COUNTY, 0.4 MILE EAST OF A ROAD CROSSING, 22-1/2
 QG0261'POLES EAST OF MILEPOST 83, 15 YARDS NORTH OF THE CENTER LINE
 QG0261'OF THE TRACK, IN THE TOP OF A 5- BY 9-FOOT BOULDER, AND ABOUT
 QG0261'4 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED ELEV 248.999
 QG0261'FT O 2 1916.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0150 ***********************************************************************
 QF0150  DESIGNATION -  O 3
 QF0150  PID         -  QF0150
 QF0150  STATE/COUNTY-  ME/WASHINGTON
 QF0150  USGS QUAD   -  FOREST (1988)
 QF0150
 QF0150                         *CURRENT SURVEY CONTROL
 QF0150  ___________________________________________________________________
 QF0150* NAD 83(1986)-  45 34 12.     (N)    067 42 42.     (W)     SCALED    
 QF0150* NAVD 88     -       124.938  (meters)     409.90   (feet)  ADJUSTED  
 QF0150  ___________________________________________________________________
 QF0150  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 QF0150  DYNAMIC HT  -         124.937 (meters)     409.90  (feet)  COMP
 QF0150  MODELED GRAV-     980,608.5   (mgal)                       NAVD 88
 QF0150
 QF0150  VERT ORDER  -  FIRST     CLASS II
 QF0150
 QF0150.The horizontal coordinates were scaled from a topographic map and have
 QF0150.an estimated accuracy of +/- 6 seconds.
 QF0150
 QF0150.The orthometric height was determined by differential leveling
 QF0150.and adjusted by the National Geodetic Survey in June 1991..
 QF0150
 QF0150.The geoid height was determined by GEOID03.
 QF0150
 QF0150.The dynamic height is computed by dividing the NAVD 88
 QF0150.geopotential number by the normal gravity value computed on the
 QF0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0150.degrees latitude (g = 980.6199 gals.).
 QF0150
 QF0150.The modeled gravity was interpolated from observed gravity values.
 QF0150
 QF0150;                    North         East    Units  Estimated Accuracy
 QF0150;SPC ME E     -   211,790.      361,530.      MT  (+/- 180 meters Scaled)
 QF0150
 QF0150                          SUPERSEDED SURVEY CONTROL
 QF0150
 QF0150.No superseded survey control is available for this station.
 QF0150
 QF0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL005470(NAD 83)
 QF0150_MARKER: Q = CHISELED SQUARE
 QF0150_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QF0150_SP_SET: CULVERT
 QF0150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QF0150
 QF0150  HISTORY     - Date     Condition        Report By
 QF0150  HISTORY     - UNK      MONUMENTED       CGS
 QF0150  HISTORY     - 1916     GOOD             NGS
 QF0150
 QF0150                          STATION DESCRIPTION
 QF0150
 QF0150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1916
 QF0150'1 MI SE FROM FOREST.
 QF0150'1.0 MILE SOUTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM FOREST,
 QF0150'WASHINGTON COUNTY, ONE POLE WEST OF MILEPOST 16, AT A CULVERT,
 QF0150'AND ON THE TOP OF THE SOUTHEAST END OF THE NORTHEAST HEAD WALL.
 QF0150'A CHISELED SQUARE.  NOTE-- THIS BENCH MARK WAS ORIGINALLY
 QF0150'DESCRIBED AS A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0171 ***********************************************************************
 PF0171  DESIGNATION -  O 4=462 USGS
 PF0171  PID         -  PF0171
 PF0171  STATE/COUNTY-  ME/OXFORD
 PF0171  USGS QUAD   -  WEST PARIS (1967)
 PF0171
 PF0171                         *CURRENT SURVEY CONTROL
 PF0171  ___________________________________________________________________
 PF0171* NAD 83(1986)-  44 18 11.     (N)    070 32 21.     (W)     SCALED    
 PF0171* NAVD 88     -       140.493  (meters)     460.93   (feet)  ADJUSTED  
 PF0171  ___________________________________________________________________
 PF0171  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 PF0171  DYNAMIC HT  -         140.474 (meters)     460.87  (feet)  COMP
 PF0171  MODELED GRAV-     980,480.4   (mgal)                       NAVD 88
 PF0171
 PF0171  VERT ORDER  -  FIRST     CLASS II
 PF0171
 PF0171.The horizontal coordinates were scaled from a topographic map and have
 PF0171.an estimated accuracy of +/- 6 seconds.
 PF0171
 PF0171.The orthometric height was determined by differential leveling
 PF0171.and adjusted by the National Geodetic Survey in June 1991..
 PF0171
 PF0171.The geoid height was determined by GEOID03.
 PF0171
 PF0171.The dynamic height is computed by dividing the NAVD 88
 PF0171.geopotential number by the normal gravity value computed on the
 PF0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0171.degrees latitude (g = 980.6199 gals.).
 PF0171
 PF0171.The modeled gravity was interpolated from observed gravity values.
 PF0171
 PF0171;                    North         East    Units  Estimated Accuracy
 PF0171;SPC ME W     -   163,350.      870,280.      MT  (+/- 180 meters Scaled)
 PF0171
 PF0171                          SUPERSEDED SURVEY CONTROL
 PF0171
 PF0171  NGVD 29 (??/??/92)  140.668  (m)          461.51   (f) ADJ UNCH    1 2
 PF0171
 PF0171.Superseded values are not recommended for survey control.
 PF0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0171.See file dsdata.txt to determine how the superseded data were derived.
 PF0171
 PF0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK772066(NAD 83)
 PF0171_MARKER: DD = SURVEY DISK
 PF0171_SETTING: 66 = SET IN ROCK OUTCROP
 PF0171_SP_SET: ROCK LEDGE
 PF0171_STAMPING: 462
 PF0171_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PF0171+STABILITY: POSITION/ELEVATION WELL
 PF0171
 PF0171  HISTORY     - Date     Condition        Report By
 PF0171  HISTORY     - UNK      MONUMENTED       USGS
 PF0171  HISTORY     - 1934     GOOD             NGS
 PF0171  HISTORY     - 1978     GOOD             NGS
 PF0171
 PF0171                          STATION DESCRIPTION
 PF0171
 PF0171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PF0171'2.3 MI SE FROM BATES.
 PF0171'2.3 MILES SOUTHEAST ALONG THE GRAND TRUNK RAILWAY FROM BATES
 PF0171'(POST OFFICE WEST PARIS), OXFORD COUNTY, AT THE ROAD CROSSING
 PF0171'CALLED SNOW FALLS, 10 FEET WEST OF THE WEST RAIL, 6 FEET NORTHWEST
 PF0171'OF THE CENTERLINE OF THE ROAD, AND IN THE FACE OF A ROCK LEDGE.
 PF0171
 PF0171                          STATION RECOVERY (1978)
 PF0171
 PF0171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PF0171'3.35 MILES SOUTHEAST OF THE POST OFFICE AT WEST PARIS, AT A ROADSIDE
 PF0171'REST AREA, ABOUT 0.1 MI. WEST OF THE HIGHWAY, 10 FT. WEST OF THE WEST
 PF0171'RAIL OF THE CANADIAN NATIONAL RAILROAD, 63 FT. SOUTHWEST OF THE WEST
 PF0171'END OF A SMALL GRANITE ARCH OVER A BY-PASS CHANNEL FOR THE LITTLE
 PF0171'ANDROSCOGGIN RIVER, SET VERTICALLY IN THE WEST FACE OF A ROCK LEDGE,
 PF0171'4 FT. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0076 ***********************************************************************
 OC0076  DESIGNATION -  O 5
 OC0076  PID         -  OC0076
 OC0076  STATE/COUNTY-  ME/CUMBERLAND
 OC0076  USGS QUAD   -  PROUTS NECK (1978)
 OC0076
 OC0076                         *CURRENT SURVEY CONTROL
 OC0076  ___________________________________________________________________
 OC0076* NAD 83(1986)-  43 32 44.     (N)    070 21 04.     (W)     SCALED    
 OC0076* NAVD 88     -         3.710  (meters)      12.17   (feet)  ADJUSTED  
 OC0076  ___________________________________________________________________
 OC0076  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 OC0076  DYNAMIC HT  -           3.709 (meters)      12.17  (feet)  COMP
 OC0076  MODELED GRAV-     980,499.5   (mgal)                       NAVD 88
 OC0076
 OC0076  VERT ORDER  -  FIRST     CLASS II
 OC0076
 OC0076.The horizontal coordinates were scaled from a topographic map and have
 OC0076.an estimated accuracy of +/- 6 seconds.
 OC0076
 OC0076.The orthometric height was determined by differential leveling
 OC0076.and adjusted by the National Geodetic Survey in June 1991..
 OC0076
 OC0076.The geoid height was determined by GEOID03.
 OC0076
 OC0076.The dynamic height is computed by dividing the NAVD 88
 OC0076.geopotential number by the normal gravity value computed on the
 OC0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0076.degrees latitude (g = 980.6199 gals.).
 OC0076
 OC0076.The modeled gravity was interpolated from observed gravity values.
 OC0076
 OC0076;                    North         East    Units  Estimated Accuracy
 OC0076;SPC ME W     -    79,140.      885,090.      MT  (+/- 180 meters Scaled)
 OC0076
 OC0076                          SUPERSEDED SURVEY CONTROL
 OC0076
 OC0076  NGVD 29 (??/??/92)    3.94   (m)           12.9    (f) COMPUTED    1 2
 OC0076
 OC0076.Superseded values are not recommended for survey control.
 OC0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0076.See file dsdata.txt to determine how the superseded data were derived.
 OC0076
 OC0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ908222(NAD 83)
 OC0076_MARKER: DB = BENCH MARK DISK
 OC0076_SETTING: 80 = SET IN A BOULDER
 OC0076_SP_SET: BOULDER
 OC0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC0076+STABILITY: SURFACE MOTION
 OC0076
 OC0076  HISTORY     - Date     Condition        Report By
 OC0076  HISTORY     - UNK      MONUMENTED       CGS
 OC0076  HISTORY     - 1923     GOOD             NGS
 OC0076  HISTORY     - 1966     MARK NOT FOUND   NGS
 OC0076
 OC0076                          STATION DESCRIPTION
 OC0076
 OC0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1923
 OC0076'IN PINE POINT.
 OC0076'IN BOULDER 6 RAIL LENGTHS SOUTH OF RAILROAD STATION AT PINE
 OC0076'POINT, 51 FEET NORTH OF HIGHWAY.  AND 129 FEET EAST OF EAST RAIL.
 OC0076'WESTERN DIV. B AND M. RR.  NOTE-- MARK BELIEVED TO HAVE BEEN
 OC0076'DESTROYED BY THE CONSTRUCTION OF AN OVERPASS IN THE DESCRIBED
 OC0076'AREA.
 OC0076
 OC0076                          STATION RECOVERY (1966)
 OC0076
 OC0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 OC0076'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0077 ***********************************************************************
 OC0077  DESIGNATION -  O 5 RESET 1954
 OC0077  PID         -  OC0077
 OC0077  STATE/COUNTY-  ME/CUMBERLAND
 OC0077  USGS QUAD   -  PROUTS NECK (1978)
 OC0077
 OC0077                         *CURRENT SURVEY CONTROL
 OC0077  ___________________________________________________________________
 OC0077* NAD 83(1986)-  43 32 44.     (N)    070 21 04.     (W)     SCALED    
 OC0077* NAVD 88     -         4.30   (meters)      14.1    (feet)  RESET     
 OC0077  ___________________________________________________________________
 OC0077  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 OC0077
 OC0077  VERT ORDER  -  THIRD
 OC0077
 OC0077.The horizontal coordinates were scaled from a topographic map and have
 OC0077.an estimated accuracy of +/- 6 seconds.
 OC0077
 OC0077.The orthometric height was computed from unverified reset data.
 OC0077
 OC0077.The geoid height was determined by GEOID03.
 OC0077
 OC0077;                    North         East    Units  Estimated Accuracy
 OC0077;SPC ME W     -    79,140.      885,090.      MT  (+/- 180 meters Scaled)
 OC0077
 OC0077                          SUPERSEDED SURVEY CONTROL
 OC0077
 OC0077  NGVD 29 (??/??/??)    4.52   (m)           14.8    (f) RESET       3  
 OC0077
 OC0077.Superseded values are not recommended for survey control.
 OC0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0077.See file dsdata.txt to determine how the superseded data were derived.
 OC0077
 OC0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ908222(NAD 83)
 OC0077_MARKER: DD = SURVEY DISK
 OC0077_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC0077_SP_SET: OVERPASS
 OC0077_STAMPING: O 5 RESET 1954
 OC0077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC0077
 OC0077  HISTORY     - Date     Condition        Report By
 OC0077  HISTORY     - 1954     MONUMENTED       MEHD
 OC0077  HISTORY     - 1978     MARK NOT FOUND   DOD
 OC0077
 OC0077                          STATION DESCRIPTION
 OC0077
 OC0077'DESCRIBED BY MAINE HIGHWAY DEPARTMENT (NOW MEDT) 1954
 OC0077'2.5 MI SW FROM SCARBORO BEACH.
 OC0077'2.5 MILES SOUTHWEST ALONG THE BOSTON AND MAINE RAILROAD FROM
 OC0077'THE STATION AT SCARBORO BEACH, AT PINE POINT, AT AN ABANDONED
 OC0077'ROAD CROSSING 66 FEET NORTH OF THE OLD ROAD, 21 FEET EAST OF
 OC0077'THE EAST RAIL, IN THE CONCRETE PEDESTAL OF THE CENTER PIER
 OC0077'OF THE HIGHWAY OVERPASS, 3 FEET NORTH AND 7 FEET EAST OF THE
 OC0077'CENTER OF THE PIER, AND AT GROUND LEVEL.
 OC0077
 OC0077                          STATION RECOVERY (1978)
 OC0077
 OC0077'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 OC0077'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0180 ***********************************************************************
 PD0180  DESIGNATION -  O 6
 PD0180  PID         -  PD0180
 PD0180  STATE/COUNTY-  ME/WASHINGTON
 PD0180  USGS QUAD   -  PORCUPINE MOUNTAIN (1987)
 PD0180
 PD0180                         *CURRENT SURVEY CONTROL
 PD0180  ___________________________________________________________________
 PD0180* NAD 83(1986)-  44 58 35.     (N)    067 15 20.     (W)     SCALED    
 PD0180* NAVD 88     -        41.677  (meters)     136.74   (feet)  ADJUSTED  
 PD0180  ___________________________________________________________________
 PD0180  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 PD0180  DYNAMIC HT  -          41.676 (meters)     136.73  (feet)  COMP
 PD0180  MODELED GRAV-     980,593.4   (mgal)                       NAVD 88
 PD0180  OBS GRAVITY -     980,600.7   (mgal)                       GRAV_OBS
 PD0180
 PD0180  VERT ORDER  -  FIRST     CLASS I
 PD0180
 PD0180.The horizontal coordinates were scaled from a topographic map and have
 PD0180.an estimated accuracy of +/- 6 seconds.
 PD0180
 PD0180.The orthometric height was determined by differential leveling
 PD0180.and adjusted by the National Geodetic Survey in June 1991..
 PD0180.WARNING-Repeat measurements at this control monument indicate possible
 PD0180.vertical movement.
 PD0180
 PD0180.The geoid height was determined by GEOID03.
 PD0180
 PD0180.The dynamic height is computed by dividing the NAVD 88
 PD0180.geopotential number by the normal gravity value computed on the
 PD0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0180.degrees latitude (g = 980.6199 gals.).
 PD0180
 PD0180.The modeled gravity was interpolated from observed gravity values.
 PD0180.The observed gravity was obtained from relative gravimeter ties
 PD0180.to the IGSN71 gravity network.
 PD0180
 PD0180;                    North         East    Units  Estimated Accuracy
 PD0180;SPC ME E     -   146,270.      398,150.      MT  (+/- 180 meters Scaled)
 PD0180
 PD0180                          SUPERSEDED SURVEY CONTROL
 PD0180
 PD0180  NGVD 29 (??/??/92)   41.885  (m)          137.42   (f) ADJ UNCH    1 1
 PD0180
 PD0180.Superseded values are not recommended for survey control.
 PD0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0180.See file dsdata.txt to determine how the superseded data were derived.
 PD0180
 PD0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK375818(NAD 83)
 PD0180_MARKER: DB = BENCH MARK DISK
 PD0180_SETTING: 66 = SET IN ROCK OUTCROP
 PD0180_SP_SET: ROCK OUTCROP
 PD0180_STAMPING: O 6 1927 137.496
 PD0180_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0180+STABILITY: POSITION/ELEVATION WELL
 PD0180
 PD0180  HISTORY     - Date     Condition        Report By
 PD0180  HISTORY     - 1927     MONUMENTED       CGS
 PD0180  HISTORY     - 1966     GOOD             NGS
 PD0180  HISTORY     - 1978     GOOD             DMA
 PD0180
 PD0180                          STATION DESCRIPTION
 PD0180
 PD0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PD0180'1.2 MI SW FROM AYRES JCT.
 PD0180'1.2 MILES SOUTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PD0180'CROSSING OF STATE HIGHWAY 214 AT AYERS JCT., 106 FEET
 PD0180'NORTH-NORTHEAST OF AND ACROSS THE TRACK FROM MILEPOST C17/P253,
 PD0180'12.0 FEET NORTHWEST OF THE NORTHWEST RAIL, ABOUT 1/2 FOOT ABOVE
 PD0180'THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A 4-BY-5-FOOT
 PD0180'EXPOSED PORTION OF A ROCK OUTCROP THAT PROJECTS 1 1/2 FEET.
 PD0180
 PD0180                          STATION RECOVERY (1978)
 PD0180
 PD0180'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PD0180'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0601 ***********************************************************************
 QF0601  DESIGNATION -  O MALLEY IBC
 QF0601  PID         -  QF0601
 QF0601  STATE/COUNTY-  ME/WASHINGTON
 QF0601  USGS QUAD   -  VANCEBORO (1988)
 QF0601
 QF0601                         *CURRENT SURVEY CONTROL
 QF0601  ___________________________________________________________________
 QF0601* NAD 83(1996)-  45 35 45.54292(N)    067 26 33.32551(W)     ADJUSTED  
 QF0601* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 QF0601  ___________________________________________________________________
 QF0601  LAPLACE CORR-           2.52  (seconds)                    DEFLEC99
 QF0601  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 QF0601
 QF0601  HORZ ORDER  -  THIRD
 QF0601
 QF0601.The horizontal coordinates were established by classical geodetic methods
 QF0601.and adjusted by the National Geodetic Survey in March 1998..
 QF0601
 QF0601.The orthometric height was scaled from a topographic map.
 QF0601
 QF0601.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0601
 QF0601.The geoid height was determined by GEOID03.
 QF0601
 QF0601;                    North         East     Units Scale Factor Converg.
 QF0601;SPC ME E     -   214,917.029   382,496.205   MT  0.99998365   +0 45 19.7
 QF0601;UTM  19      - 5,050,339.719   621,468.227   MT  0.99978140   +1 06 46.0
 QF0601
 QF0601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0601!SPC ME E     -   0.99998540  x   0.99998365  =   0.99996905
 QF0601!UTM  19      -   0.99998540  x   0.99978140  =   0.99976680
 QF0601
 QF0601|---------------------------------------------------------------------|
 QF0601| PID    Reference Object                     Distance      Geod. Az  |
 QF0601|                                                           dddmmss.s |
 QF0601| QF0600 REFERENCE MON 118                    16.490 METERS 09826     |
 QF0601| QF0595 MAXWELL                             APPROX. 0.9 KM 1381141.4 |
 QF0601| QF0599 TAR                                 APPROX. 0.6 KM 1763649.9 |
 QF0601| QF0603 LA COUTE                            245.264 METERS 25230     |
 QF0601| QF0604 REFERENCE MON 117=LA COUTE          272.836 METERS 25733     |
 QF0601| QF0605 FLAT TOP                            476.102 METERS 3171459.5 |
 QF0601|---------------------------------------------------------------------|
 QF0601
 QF0601                          SUPERSEDED SURVEY CONTROL
 QF0601
 QF0601  NAD 83(1992)-  45 35 45.53902(N)    067 26 33.32259(W) AD(       ) 3
 QF0601  NAD 83(1986)-  45 35 45.54348(N)    067 26 33.33312(W) AD(       ) 3
 QF0601  NAD 27      -  45 35 45.31300(N)    067 26 35.33900(W) AD(       ) 3
 QF0601
 QF0601.Superseded values are not recommended for survey control.
 QF0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0601.See file dsdata.txt to determine how the superseded data were derived.
 QF0601
 QF0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2146850340(NAD 83)
 QF0601_MARKER: DD = SURVEY DISK
 QF0601_SETTING: 80 = SET IN A BOULDER
 QF0601_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0601+STABILITY: SURFACE MOTION
 QF0601
 QF0601  HISTORY     - Date     Condition        Report By
 QF0601  HISTORY     - 1911     MONUMENTED       IBC
 QF0601  HISTORY     - 1972     GOOD             IBC
 QF0601
 QF0601                          STATION DESCRIPTION
 QF0601
 QF0601'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (AJB)
 QF0601'ON THE S POINT OF OMALLEY ISLAND, JUST BELOW AND ACROSS FROM
 QF0601'LA COUTE POINT IN SPEDNIK LAKE.  IT IS 12 FEET OUTSIDE THE
 QF0601'HIGH - WATER LINE, ON A FLAT TRIANGULAR ROCK 8 FEET LONG PERPENDICULAR
 QF0601'TO THE WATER, BY 6 FEET ACROSS THE BASE OF THE TRIANGLE NEAREST THE
 QF0601'WOODS, BY 3 FEET HIGH AT THE POINT NEAREST THE WATER.
 QF0601'
 QF0601'STATION MARK IS A BRONZE DISK, STAMPED---US AND CB---, SET IN A DRILL
 QF0601'HOLE IN THE ROCK.  A CROSS WITHIN A TRIANGLE IS CUT IN A ROCK 4.36
 QF0601'METERS N OF THE STATION, A LIKE MARK IS CUT IN A ROCK 2.13 METERS
 QF0601'BELOW THE STATION, AND A THIRD LIKE MARK IS CUT IN A ROCK 10.12
 QF0601'METERS INLAND FROM THE STATION.
 QF0601
 QF0601                          STATION RECOVERY (1972)
 QF0601
 QF0601'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF0601'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0926 ***********************************************************************
 PD0926  DESIGNATION -  OAK 1887
 PD0926  PID         -  PD0926
 PD0926  STATE/COUNTY-  ME/WASHINGTON
 PD0926  USGS QUAD   -  PEMBROKE (1977)
 PD0926
 PD0926                         *CURRENT SURVEY CONTROL
 PD0926  ___________________________________________________________________
 PD0926* NAD 83(1996)-  44 56 26.36942(N)    067 12 01.89135(W)     ADJUSTED  
 PD0926* NAVD 88     -        73.     (meters)     240.     (feet)  SCALED    
 PD0926  ___________________________________________________________________
 PD0926  LAPLACE CORR-           5.57  (seconds)                    DEFLEC99
 PD0926  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 PD0926
 PD0926  HORZ ORDER  -  THIRD
 PD0926
 PD0926.The horizontal coordinates were established by classical geodetic methods
 PD0926.and adjusted by the National Geodetic Survey in March 1998..
 PD0926
 PD0926.The orthometric height was scaled from a topographic map.
 PD0926
 PD0926.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0926
 PD0926.The geoid height was determined by GEOID03.
 PD0926
 PD0926;                    North         East     Units Scale Factor Converg.
 PD0926;SPC ME E     -   142,371.022   402,554.944   MT  1.00002929   +0 55 04.8
 PD0926;UTM  19      - 4,977,933.395   641,972.531   MT  0.99984785   +1 16 16.7
 PD0926
 PD0926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0926!SPC ME E     -   0.99999217  x   1.00002929  =   1.00002146
 PD0926!UTM  19      -   0.99999217  x   0.99984785  =   0.99984002
 PD0926
 PD0926:                Primary Azimuth Mark                     Grid Az
 PD0926:SPC ME E     -  IRON WORKS MTN 1887                      020 18 18.7
 PD0926:UTM  19      -  IRON WORKS MTN 1887                      019 57 06.8
 PD0926
 PD0926|---------------------------------------------------------------------|
 PD0926| PID    Reference Object                     Distance      Geod. Az  |
 PD0926|                                                           dddmmss.s |
 PD0926| PD0941 IRON WORKS MTN 1887                 APPROX. 5.9 KM 0211323.5 |
 PD0926| PD0928 OWENS FLAG                          APPROX. 1.7 KM 0231954.1 |
 PD0926| PD0938 PEMBROKE OLD ENG CH                 APPROX. 3.7 KM 0501152.7 |
 PD0926| PD0937 PEMBROKE SCHHSE BELFRY              APPROX. 3.6 KM 0512432.8 |
 PD0926| PD0933 PEMBROKE WASH HALL                  APPROX. 3.2 KM 0631913.0 |
 PD0926| PD0934 PEMBROKE BAPTIST CH                 APPROX. 3.4 KM 0640413.4 |
 PD0926| PD0946 COGGINS HEAD FLAG                   APPROX. 5.0 KM 1051727.0 |
 PD0926| PD0936 FISHES FLAG                         APPROX. 2.7 KM 1155637.4 |
 PD0926| PD0944 EVERETT FLAG                        APPROX. 6.4 KM 1215506.3 |
 PD0926| PD0935 MITCHELL                            APPROX. 4.5 KM 1345758.8 |
 PD0926| PD0932 LINCOLNS LEDGE FLAG                 APPROX. 5.9 KM 1965220.3 |
 PD0926| PD0931 DENNYSVILLE SPIRE                   APPROX. 4.6 KM 2090753.0 |
 PD0926| PD1037 ALLANS PINE FLAG                    APPROX. 6.5 KM 2290812.1 |
 PD0926| PD0929 CHARLOTTE HOUSE CHIM                APPROX. 6.4 KM 3290329.7 |
 PD0926| PD0925 ANTOINES CHIMNEY                    APPROX. 2.0 KM 3294735.5 |
 PD0926|---------------------------------------------------------------------|
 PD0926
 PD0926                          SUPERSEDED SURVEY CONTROL
 PD0926
 PD0926  NAD 83(1992)-  44 56 26.35949(N)    067 12 01.89005(W) AD(       ) 3
 PD0926  NAD 83(1986)-  44 56 26.35771(N)    067 12 01.89246(W) AD(       ) 3
 PD0926  NAD 27      -  44 56 26.07400(N)    067 12 03.94300(W) AD(       ) 3
 PD0926
 PD0926.Superseded values are not recommended for survey control.
 PD0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0926.See file dsdata.txt to determine how the superseded data were derived.
 PD0926
 PD0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK4197377933(NAD 83)
 PD0926_MARKER: H = DRILL HOLE
 PD0926_SETTING: 66 = SET IN ROCK OUTCROP
 PD0926_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 PD0926_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0926+STABILITY: POSITION/ELEVATION WELL
 PD0926
 PD0926  HISTORY     - Date     Condition        Report By
 PD0926  HISTORY     - 1887     MONUMENTED       IBC
 PD0926  HISTORY     - 1946     GOOD             CGS
 PD0926  HISTORY     - 1946     GOOD             IBC
 PD0926  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0926  HISTORY     - 1975     GOOD             NGS
 PD0926
 PD0926                          STATION DESCRIPTION
 PD0926
 PD0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0926'STATION IS ON THE SUMMIT OF OAK HILL, A HIGH AND PROMINENT HILL
 PD0926'ABOUT 1-1/4 MILES W OF THE W END OF PEMBROKE, 1/3 MILE S OF THE
 PD0926'PEMBROKE-DENNYSVILLE ROAD, AND ABOUT 250 METERS E OF A BRANCH ROAD
 PD0926'RUNNING ALONG THE W SIDE OF THE HILL.  THE STATION IS ON THE
 PD0926'HIGHEST LEDGE OF THE SUMMIT AND IS MARKED BY A DRILL HOLE
 PD0926'SURROUNDED BY A TRIANGLE CUT IN THE ROCK AND COVERED BY A CAIRN.
 PD0926
 PD0926                          STATION RECOVERY (1946)
 PD0926
 PD0926'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 PD0926'RECOVERED IN GOOD CONDITION.
 PD0926
 PD0926                          STATION RECOVERY (1946)
 PD0926
 PD0926'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (NWS)
 PD0926'STATION IS ON THE FLAT SUMMIT OF OAK HILL, ABOUT 10 MILES N OF
 PD0926'ST. STEPHEN, ON THE E SIDE OF THE OLD RIDGE ROAD, ALSO KNOWN AS
 PD0926'THE OAK HILL ROAD.  THE STATION IS 150 FEET BACK FROM THE W
 PD0926'EDGE OF THE FLAT TOP DIRECTLY UP FROM THE SPRING AT THE BASE
 PD0926'OF THE HILL NEAR THE ROAD, AND IS IN A GROUP OF SECOND GROWTH
 PD0926'SPRUCE SURROUNDED BY A HEAVY GROWTH OF SPRUCE AND CEDAR.  ONE
 PD0926'SPRUCE TREE IS GROWING VERY CLOSE TO THE STATION.
 PD0926'
 PD0926'STATION MARK IS AN I.B.C. BRONZE STATION DISK SET IN A DRILL
 PD0926'HOLE SURROUNDED BY A TRIANGLE CUT IN THE ROCK.  A CAIRN WAS
 PD0926'BUILT OVER THE STATION MARK.
 PD0926
 PD0926                          STATION RECOVERY (1975)
 PD0926
 PD0926'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 PD0926'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 PD0926'N.W.S. IN 1946.  THE STATION WAS USED FOR CHECK ANGLE PURPOSES
 PD0926'ONLY AND THUS WAS NOT OBSERVED FROM.
 PD0926'
 PD0926'HEIGHT OF LIGHT ABOVE STATION MARK 50 FEET.
 PD0926'
 PD0926'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PD0926'10 MILES NORTH OF ST. STEPHEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1930 ***********************************************************************
 PE1930  DESIGNATION -  OAK 1944
 PE1930  PID         -  PE1930
 PE1930  STATE/COUNTY-  ME/HANCOCK
 PE1930  USGS QUAD   -  NEWBURY NECK (1981)
 PE1930
 PE1930                         *CURRENT SURVEY CONTROL
 PE1930  ___________________________________________________________________
 PE1930* NAD 83(1996)-  44 23 52.09825(N)    068 25 49.21689(W)     ADJUSTED  
 PE1930* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 PE1930  ___________________________________________________________________
 PE1930  LAPLACE CORR-           7.21  (seconds)                    DEFLEC99
 PE1930  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 PE1930
 PE1930  HORZ ORDER  -  THIRD
 PE1930
 PE1930.The horizontal coordinates were established by classical geodetic methods
 PE1930.and adjusted by the National Geodetic Survey in March 1998..
 PE1930
 PE1930.The orthometric height was scaled from a topographic map.
 PE1930
 PE1930.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1930
 PE1930.The geoid height was determined by GEOID03.
 PE1930
 PE1930;                    North         East     Units Scale Factor Converg.
 PE1930;SPC ME E     -    81,233.124   305,549.300   MT  0.99990038   +0 02 55.5
 PE1930;UTM  19      - 4,916,215.506   545,365.896   MT  0.99962531   +0 23 54.8
 PE1930
 PE1930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1930!SPC ME E     -   1.00000292  x   0.99990038  =   0.99990330
 PE1930!UTM  19      -   1.00000292  x   0.99962531  =   0.99962823
 PE1930
 PE1930:                Primary Azimuth Mark                     Grid Az
 PE1930:SPC ME E     -  SQUID 1944                               130 48 34.3
 PE1930:UTM  19      -  SQUID 1944                               130 27 35.0
 PE1930
 PE1930|---------------------------------------------------------------------|
 PE1930| PID    Reference Object                     Distance      Geod. Az  |
 PE1930|                                                           dddmmss.s |
 PE1930| PE1942 SQUID 1944                          APPROX. 3.0 KM 1305129.8 |
 PE1930|---------------------------------------------------------------------|
 PE1930
 PE1930                          SUPERSEDED SURVEY CONTROL
 PE1930
 PE1930  NAD 83(1992)-  44 23 52.09532(N)    068 25 49.20495(W) AD(       ) 3
 PE1930  NAD 83(1986)-  44 23 52.09496(N)    068 25 49.20860(W) AD(       ) 3
 PE1930  NAD 27      -  44 23 51.81500(N)    068 25 51.12900(W) AD(       ) 3
 PE1930
 PE1930.Superseded values are not recommended for survey control.
 PE1930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1930.See file dsdata.txt to determine how the superseded data were derived.
 PE1930
 PE1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK4536616216(NAD 83)
 PE1930
 PE1930  HISTORY     - Date     Condition        Report By
 PE1930  HISTORY     - 1944     MONUMENTED       CGS
 PE1930
 PE1930                          STATION DESCRIPTION
 PE1930
 PE1930'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1930'STATION IS LOCATED EAST OF UNION RIVER BAY ABOUT 10.0 MILES SOUTH
 PE1930'OF ELLSWORTH, MAINE, 1.14 MILES SOUTH OF HAYNES POINT AND 0.3
 PE1930'MILES SOUTHEAST OF SOUTHWEST POINT ON THE SOUTHWEST SIDE OF
 PE1930'OAK POINT.  MARK IS A STANDARD TOPO DISC STAMPED OAK 1944 SET IN
 PE1930'A 3 FT X 3 FT BOULDER 3 METERS SOUTH OF THE BLUFF LINE AND 2
 PE1930'METERS NORTH OF THE MEAN HIGH WATER LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0719 ***********************************************************************
 RF0719  DESIGNATION -  OAK HILL LOOKOUT TOWER
 RF0719  PID         -  RF0719
 RF0719  STATE/COUNTY-  ME/AROOSTOOK
 RF0719  USGS QUAD   -  UMCOLCUS LAKE (1986)
 RF0719
 RF0719                         *CURRENT SURVEY CONTROL
 RF0719  ___________________________________________________________________
 RF0719* NAD 83(1996)-  46 21 57.03368(N)    068 23 11.32749(W)     ADJUSTED  
 RF0719* NAVD 88     -       335.     (meters)    1099.     (feet)  SCALED    
 RF0719  ___________________________________________________________________
 RF0719  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 RF0719  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 RF0719
 RF0719  HORZ ORDER  -  FIRST
 RF0719
 RF0719.The horizontal coordinates were established by classical geodetic methods
 RF0719.and adjusted by the National Geodetic Survey in March 1998..
 RF0719
 RF0719.The orthometric height was scaled from a topographic map.
 RF0719
 RF0719.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0719
 RF0719.The geoid height was determined by GEOID03.
 RF0719
 RF0719;                    North         East     Units Scale Factor Converg.
 RF0719;SPC ME E     -   299,941.357   308,734.635   MT  0.99990094   +0 04 55.8
 RF0719;UTM  19      - 5,134,879.303   547,192.175   MT  0.99962738   +0 26 38.6
 RF0719
 RF0719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0719!SPC ME E     -   0.99995125  x   0.99990094  =   0.99985219
 RF0719!UTM  19      -   0.99995125  x   0.99962738  =   0.99957865
 RF0719
 RF0719|---------------------------------------------------------------------|
 RF0719| PID    Reference Object                     Distance      Geod. Az  |
 RF0719|                                                           dddmmss.s |
 RF0719| DA5537 OAK HILL RM 1                        19.638 METERS 06615     |
 RF0719| DA5538 OAK HILL RM 2                        33.638 METERS 13800     |
 RF0719| RF0707 KNOWLES CORNER                      APPROX.18.2 KM 1685139.3 |
 RF0719|---------------------------------------------------------------------|
 RF0719
 RF0719                          SUPERSEDED SURVEY CONTROL
 RF0719
 RF0719  NAD 83(1992)-  46 21 57.02959(N)    068 23 11.32239(W) AD(       ) 1
 RF0719  NAD 83(1986)-  46 21 57.03030(N)    068 23 11.33313(W) AD(       ) 1
 RF0719  NAD 27      -  46 21 56.86700(N)    068 23 13.19100(W) AD(       ) 1
 RF0719
 RF0719.Superseded values are not recommended for survey control.
 RF0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0719.See file dsdata.txt to determine how the superseded data were derived.
 RF0719
 RF0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM4719234879(NAD 83)
 RF0719_MARKER: Z = SEE DESCRIPTION
 RF0719_SETTING: 0 = UNSPECIFIED SETTING
 RF0719
 RF0719  HISTORY     - Date     Condition        Report By
 RF0719  HISTORY     - 1941     MONUMENTED       CGS
 RF0719
 RF0719                          STATION DESCRIPTION
 RF0719
 RF0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 RF0719'STATION IS LOCATED ON THE WOODED SUMMIT OF OAK HILL WHOSE ALTITUDE
 RF0719'BY BAROMETER IS ABOUT 960 FEET.  IT IS BY AIR LINE ABOUT 18 MILES
 RF0719'S OF ASHLAND, ABOUT 25.5 MILES N OF PATTEN, AND ABOUT 27.5 MILES
 RF0719'SW OF PRESQUE ISLE.  THE MARK IS IN THE CENTER OF A LARGE FIRE
 RF0719'TOWER WHICH IS ABOUT 70 FEET HIGH AND BUILT UP FROM 4 LARGE
 RF0719'CONCRETE PILLARS.
 RF0719'
 RF0719'SURFACE MARK IS A STANDARD BRONZE DISK SET IN CONCRETE IN
 RF0719'TILE WHICH IS EMBEDDED IN THE GROUND.
 RF0719'
 RF0719'UNDERGROUND MARK IS A STANDARD DISK IN A BLOCK OF CONCRETE.
 RF0719'
 RF0719'REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL HOLES
 RF0719'IN BOULDERS.  THEY ARE OUT IN THE WOODS.
 RF0719'
 RF0719'ALL DISKS ARE STAMPED OAK HILL 1941.
 RF0719'
 RF0719'NO AZIMUTH MARK WAS ESTABLISHED.
 RF0719'
 RF0719'STATION IS REACHED FROM PATTEN BY GOING N ON HIGHWAY 11 FOR
 RF0719'26.8 MILES TO CAMP VIOLETTE (MAINE FOREST SERVICE).  AT THE TOP
 RF0719'OF A HILL IS A CLEARING ON THE W SIDE OF THE ROAD.  FROM HERE ONE
 RF0719'FOLLOWS THE TELEPHONE LINE TO THE NE AND E ALONG A GOOD TRAIL FOR
 RF0719'ABOUT 1 HOUR TO THE STATION.  THERE IS A SPRING ABOUT 15 MINUTES
 RF0719'FROM STATION.
 RF0719'
 RF0719'OBSERVATIONS MADE FROM A 45-FOOT POLE TOWER BUILT INSIDE THE
 RF0719'FIRE TOWER.
 RF0719'
 RF0719'THIS TOWER IS LOCATED ON THE WOODED SUMMIT OF OAK HILL.  IT IS BY
 RF0719'AIR LINE ABOUT 18 MILES S OF ASHLAND, ABOUT 25.5 MILES N OF
 RF0719'PATTEN.  IT IS A FOUR-LEGGED STEEL TOWER SET ON 4 LARGE CONCRETE
 RF0719'PILLARS.  THE TOWER IS SURMOUNTED BY A WHITE CAB AND IS ABOUT 75
 RF0719'FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2178 ***********************************************************************
 PE2178  DESIGNATION -  OAK POINT 1864
 PE2178  PID         -  PE2178
 PE2178  STATE/COUNTY-  ME/WALDO
 PE2178  USGS QUAD   -  HAMPDEN (1982)
 PE2178
 PE2178                         *CURRENT SURVEY CONTROL
 PE2178  ___________________________________________________________________
 PE2178* NAD 83(1996)-  44 40 11.91625(N)    068 48 57.57860(W)     ADJUSTED  
 PE2178* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 PE2178  ___________________________________________________________________
 PE2178  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 PE2178  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 PE2178
 PE2178  HORZ ORDER  -  THIRD
 PE2178
 PE2178.The horizontal coordinates were established by classical geodetic methods
 PE2178.and adjusted by the National Geodetic Survey in March 1998..
 PE2178
 PE2178.The orthometric height was scaled from a topographic map.
 PE2178
 PE2178.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2178
 PE2178.The geoid height was determined by GEOID03.
 PE2178
 PE2178;                    North         East     Units Scale Factor Converg.
 PE2178;SPC ME E     -   111,520.755   274,944.761   MT  0.99990772   -0 13 19.7
 PE2178;UTM  19      - 4,946,306.528   514,585.494   MT  0.99960262   +0 07 45.7
 PE2178
 PE2178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2178!SPC ME E     -   1.00000207  x   0.99990772  =   0.99990979
 PE2178!UTM  19      -   1.00000207  x   0.99960262  =   0.99960469
 PE2178
 PE2178                          SUPERSEDED SURVEY CONTROL
 PE2178
 PE2178  NAD 83(1992)-  44 40 11.91224(N)    068 48 57.56863(W) AD(       ) 3
 PE2178  NAD 83(1986)-  44 40 11.91087(N)    068 48 57.57017(W) AD(       ) 3
 PE2178  NAD 27      -  44 40 11.66000(N)    068 48 59.45000(W) AD(       ) 3
 PE2178
 PE2178.Superseded values are not recommended for survey control.
 PE2178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2178.See file dsdata.txt to determine how the superseded data were derived.
 PE2178
 PE2178_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1458546307(NAD 83)
 PE2178
 PE2178  HISTORY     - Date     Condition        Report By
 PE2178  HISTORY     - 1864     MONUMENTED       CGS
 PE2178  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2178  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE2178
 PE2178                          STATION DESCRIPTION
 PE2178
 PE2178'DESCRIBED BY COAST AND GEODETIC SURVEY 1864 (SCM)
 PE2178'STATION IS ON THE W SIDE OF PENOBSCOT RIVER ABOUT 1/2 MILE
 PE2178'BELOW IRON BEACON.  AN IRON CONE MARKS THE CENTER.
 PE2178
 PE2178                          STATION RECOVERY (1934)
 PE2178
 PE2178'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2178'IT IS A WASTE OF TIME TO SEARCH FOR THIS STATION WITH SUCH AN
 PE2178'INADEQUATE DESCRIPTION AND MARKING.  IT SHOULD BE CONSIDERED
 PE2178'AS LOST.
 PE2178
 PE2178                          STATION RECOVERY (1944)
 PE2178
 PE2178'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE2178'STATION COULD NOT BE FOUND.  IN VIEW OF THE INADEQUATE
 PE2178'DESCRIPTION IT IS IMPRACTICAL TO DIG FOR STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1945 ***********************************************************************
 PE1945  DESIGNATION -  OAK POINT BLUE HILL BAY 1864
 PE1945  PID         -  PE1945
 PE1945  STATE/COUNTY-  ME/HANCOCK
 PE1945  USGS QUAD   -  NEWBURY NECK (1981)
 PE1945
 PE1945                         *CURRENT SURVEY CONTROL
 PE1945  ___________________________________________________________________
 PE1945* NAD 83(1996)-  44 24 21.78325(N)    068 25 02.09538(W)     ADJUSTED  
 PE1945* NAVD 88     -        31.     (meters)     102.     (feet)  SCALED    
 PE1945  ___________________________________________________________________
 PE1945  LAPLACE CORR-           7.03  (seconds)                    DEFLEC99
 PE1945  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 PE1945
 PE1945  HORZ ORDER  -  THIRD
 PE1945
 PE1945.The horizontal coordinates were established by classical geodetic methods
 PE1945.and adjusted by the National Geodetic Survey in March 1998..
 PE1945
 PE1945.The orthometric height was scaled from a topographic map.
 PE1945
 PE1945.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1945
 PE1945.The geoid height was determined by GEOID03.
 PE1945
 PE1945;                    North         East     Units Scale Factor Converg.
 PE1945;SPC ME E     -    82,150.281   306,591.074   MT  0.99990053   +0 03 28.5
 PE1945;UTM  19      - 4,917,138.753   546,401.766   MT  0.99962648   +0 24 28.0
 PE1945
 PE1945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1945!SPC ME E     -   0.99999900  x   0.99990053  =   0.99989953
 PE1945!UTM  19      -   0.99999900  x   0.99962648  =   0.99962548
 PE1945
 PE1945:                Primary Azimuth Mark                     Grid Az
 PE1945:SPC ME E     -  ALLEY ISLAND HOUSE NE CHIMNEY            087 46 59.3
 PE1945:UTM  19      -  ALLEY ISLAND HOUSE NE CHIMNEY            087 25 59.8
 PE1945
 PE1945|---------------------------------------------------------------------|
 PE1945| PID    Reference Object                     Distance      Geod. Az  |
 PE1945|                                                           dddmmss.s |
 PE1945| PE1949 ALLEY ISLAND HOUSE NE CHIMNEY       APPROX. 2.3 KM 0875027.8 |
 PE1945| PE1870 HIGGINS                             APPROX. 4.3 KM 1161140.5 |
 PE1945|---------------------------------------------------------------------|
 PE1945
 PE1945                          SUPERSEDED SURVEY CONTROL
 PE1945
 PE1945  NAD 83(1992)-  44 24 21.77964(N)    068 25 02.08519(W) AD(       ) 3
 PE1945  NAD 83(1986)-  44 24 21.77916(N)    068 25 02.08884(W) AD(       ) 3
 PE1945  NAD 27      -  44 24 21.51000(N)    068 25 04.03000(W) AD(       ) 3
 PE1945
 PE1945.Superseded values are not recommended for survey control.
 PE1945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1945.See file dsdata.txt to determine how the superseded data were derived.
 PE1945
 PE1945_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK4640217139(NAD 83)
 PE1945
 PE1945  HISTORY     - Date     Condition        Report By
 PE1945  HISTORY     - 1864     MONUMENTED       COASUR
 PE1945  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE1945  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE1945
 PE1945                          STATION DESCRIPTION
 PE1945
 PE1945'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1945'THE DESCRIPTION GIVEN IN THE PUBLICATION IS IDENTICAL WITH
 PE1945'THE ONE GIVEN FOR A STATION OF THAT NAME ON THE W SIDE OF THE
 PE1945'PENOBSCOT RIVER.  THE SITE WAS VISITED AND NO MARKINGS OF A
 PE1945'STATION WAS FOUND AND IT IS BELIEVED THAT THE STATION IS LOST.
 PE1945
 PE1945                          STATION RECOVERY (1944)
 PE1945
 PE1945'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1945'STATION WAS NOT SEARCHED FOR.  THE DESCRIPTION IS THE SAME AS
 PE1945'THAT FOR OAK POINT IN PENOBSCOT RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1927 ***********************************************************************
 PE1927  DESIGNATION -  OAK POINT RED HOUSE WEST CHIM
 PE1927  PID         -  PE1927
 PE1927  STATE/COUNTY-  ME/HANCOCK
 PE1927  USGS QUAD   -  NEWBURY NECK (1981)
 PE1927
 PE1927                         *CURRENT SURVEY CONTROL
 PE1927  ___________________________________________________________________
 PE1927* NAD 83(1996)-  44 23 58.63849(N)    068 25 33.58275(W)     ADJUSTED  
 PE1927* NAVD 88     -                                                        
 PE1927  ___________________________________________________________________
 PE1927  LAPLACE CORR-           7.18  (seconds)                    DEFLEC99
 PE1927  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 PE1927
 PE1927  HORZ ORDER  -  THIRD
 PE1927
 PE1927.The horizontal coordinates were established by classical geodetic methods
 PE1927.and adjusted by the National Geodetic Survey in March 1998..
 PE1927
 PE1927
 PE1927.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1927
 PE1927.The geoid height was determined by GEOID03.
 PE1927
 PE1927;                    North         East     Units Scale Factor Converg.
 PE1927;SPC ME E     -    81,435.283   305,895.068   MT  0.99990043   +0 03 06.4
 PE1927;UTM  19      - 4,916,419.716   545,710.329   MT  0.99962570   +0 24 05.8
 PE1927
 PE1927                          SUPERSEDED SURVEY CONTROL
 PE1927
 PE1927  NAD 83(1992)-  44 23 58.63478(N)    068 25 33.57118(W) AD(       ) 4
 PE1927  NAD 83(1986)-  44 23 58.63441(N)    068 25 33.57492(W) AD(       ) 4
 PE1927  NAD 27      -  44 23 58.36000(N)    068 25 35.51000(W) AD(       ) 3
 PE1927
 PE1927.Superseded values are not recommended for survey control.
 PE1927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1927.See file dsdata.txt to determine how the superseded data were derived.
 PE1927
 PE1927_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK4571016420(NAD 83)
 PE1927
 PE1927  HISTORY     - Date     Condition        Report By
 PE1927  HISTORY     - UNK      MONUMENTED
 PE1927  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE1927  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE1927
 PE1927                          STATION DESCRIPTION
 PE1927
 PE1927'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1927'THE STATION IS LOST.
 PE1927
 PE1927                          STATION RECOVERY (1944)
 PE1927
 PE1927'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1927'THE STATION IS LOST.  THE HOUSE HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0133 ***********************************************************************
 RF0133  DESIGNATION -  OAKFIELD RESET
 RF0133  PID         -  RF0133
 RF0133  STATE/COUNTY-  ME/AROOSTOOK
 RF0133  USGS QUAD   -  MEDUXNEKEAG LAKE (1986)
 RF0133
 RF0133                         *CURRENT SURVEY CONTROL
 RF0133  ___________________________________________________________________
 RF0133* NAD 83(1996)-  46 05 38.23239(N)    068 07 13.89285(W)     ADJUSTED  
 RF0133* NAVD 88     -       267.     (meters)     876.     (feet)  SCALED    
 RF0133  ___________________________________________________________________
 RF0133  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 RF0133  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 RF0133
 RF0133  HORZ ORDER  -  SECOND
 RF0133
 RF0133.The horizontal coordinates were established by classical geodetic methods
 RF0133.and adjusted by the National Geodetic Survey in March 1998..
 RF0133
 RF0133.The orthometric height was scaled from a topographic map.
 RF0133
 RF0133.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0133
 RF0133.The geoid height was determined by GEOID03.
 RF0133
 RF0133;                    North         East     Units Scale Factor Converg.
 RF0133;SPC ME E     -   269,786.056   329,342.589   MT  0.99991058   +0 16 24.3
 RF0133;UTM  19      - 5,104,862.388   567,984.270   MT  0.99965682   +0 38 01.2
 RF0133
 RF0133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0133!SPC ME E     -   0.99996190  x   0.99991058  =   0.99987249
 RF0133!UTM  19      -   0.99996190  x   0.99965682  =   0.99961874
 RF0133
 RF0133:                Primary Azimuth Mark                     Grid Az
 RF0133:SPC ME E     -  TIMONEY                                  038 03 07.5
 RF0133:UTM  19      -  TIMONEY                                  037 41 30.6
 RF0133
 RF0133|---------------------------------------------------------------------|
 RF0133| PID    Reference Object                     Distance      Geod. Az  |
 RF0133|                                                           dddmmss.s |
 RF0133| RF0137 TIMONEY                             APPROX. 3.4 KM 0381931.8 |
 RF0133| RF0134 OAKFIELD RM 1                        15.950 METERS 09609     |
 RF0133| RF0132 OAKFIELD RM 2                        15.880 METERS 23539     |
 RF0133| DA5539 OAKFIELD RM 3                        15.791 METERS 23633     |
 RF0133|---------------------------------------------------------------------|
 RF0133
 RF0133                          SUPERSEDED SURVEY CONTROL
 RF0133
 RF0133  NAD 83(1992)-  46 05 38.22880(N)    068 07 13.89208(W) AD(       ) 2
 RF0133  NAD 83(1986)-  46 05 38.23389(N)    068 07 13.90902(W) AD(       ) 2
 RF0133  NAD 27      -  46 05 38.04070(N)    068 07 15.82710(W) AD(       ) 2
 RF0133
 RF0133.Superseded values are not recommended for survey control.
 RF0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0133.See file dsdata.txt to determine how the superseded data were derived.
 RF0133
 RF0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM6798404862(NAD 83)
 RF0133_MARKER: DS = TRIANGULATION STATION DISK
 RF0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RF0133_STAMPING: OAKFIELD 1959 1979
 RF0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0133+STABILITY: SURFACE MOTION
 RF0133
 RF0133  HISTORY     - Date     Condition        Report By
 RF0133  HISTORY     - 1979     MONUMENTED       NGS
 RF0133  HISTORY     - 1979     GOOD             NGS
 RF0133  HISTORY     - 1981     GOOD             MEDT
 RF0133
 RF0133                          STATION DESCRIPTION
 RF0133
 RF0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 RF0133'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED
 RF0133'TILTED.  REFERENCE MARK 1 WAS RECOVERED IN GOOD CONDITION.  A NEW
 RF0133'SURFACE MARK WAS SET OVER THE UNDERGROUND MARK AND REFERENCE MARK 3
 RF0133'WAS ESTABLISHED.  A LOWER VALUE OF 0.22 FEET IN DISTANCE AND 8 MINUTES
 RF0133'IN DIRECTION WAS NOTED TO REFERENCE MARK 1.  A NEW DESCRIPTION
 RF0133'FOLLOWS.
 RF0133'
 RF0133'THE STATION IS LOCATED ABOUT 1.5 MILES EAST-SOUTHEAST OF OAKFIELD, 1
 RF0133'MILE SOUTHWEST OF SPALDING LAKE AND IN PASTURE LAND ON THE NORTHWEST
 RF0133'SLOPE OF SAM DREW MOUNTAIN.
 RF0133'
 RF0133'TO REACH THE STATION FROM THE OAKFIELD POST OFFICE, GO SOUTH ON A
 RF0133'PAVED ROAD FOR 0.4 MILE TO INTERSTATE HIGHWAY 95.  CONTINUE SOUTH ON
 RF0133'THE PAVED ROAD FOR 0.7 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 RF0133'EAST ON A PAVED ROAD FOR 1.7 MILES TO A SIDE ROAD RIGHT AT A SEVENTH
 RF0133'DAY ADVENTIST CHURCH.  TURN RIGHT AND GO SOUTH ON A DIRT ROAD FOR 0.1
 RF0133'MILE TO A HOUSE ON THE LEFT.  CONTINUE SOUTH ON A WASHED OUT ROAD FOR
 RF0133'0.4 MILE TO A EAST-WEST FENCE LINE AND THE END OF TRUCK TRAVEL.  PACK
 RF0133'EAST FOR ABOUT 0.15 MILE TO THE EDGE OF WOODS AND THE STATION.
 RF0133'
 RF0133'THE STATION MARK STAMPED---OAKFIELD 1959 1979---IS A STANDARD DISK
 RF0133'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 RF0133'INCHES.  IT IS 71 FEET NORTHEAST OF A 15-INCH TREE AT THE EDGE OF
 RF0133'WOODS, 16 FEET NORTH OF A WIRE FENCE AND 4 FEET NORTH OF A METAL
 RF0133'WITNESS POST.
 RF0133'
 RF0133'REFERENCE MARK 1 STAMPED---OAKFIELD NO 1 1959---IS A STANDARD DISK
 RF0133'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4
 RF0133'INCHES.  IT IS 50.5 FEET EAST OF THE METAL WITNESS POST AND 1-FOOT
 RF0133'NORTH OF THE WIRE FENCE.
 RF0133'
 RF0133'REFERENCE MARK 3 STAMPED---OAKFIELD 1959 NO 3 1979---IS A STANDARD
 RF0133'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 RF0133'PROJECTS 5 INCHES.  IT IS 52 FEET WEST-SOUTHWEST OF THE METAL WITNESS
 RF0133'POST, 25 FEET NORTH OF THE 15-INCH TREE AND 3 FEET SOUTH OF THE WIRE
 RF0133'FENCE.
 RF0133'
 RF0133'THERE IS A POSSIBILITY YOU CAN DRIVE TO THIS STATION IN DRY WEATHER.
 RF0133
 RF0133                          STATION RECOVERY (1979)
 RF0133
 RF0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RF0133'1.9 MI SE FROM OAKFIELD.
 RF0133'1.4 MILES EAST ALONG AN ASPHALT ROAD FROM THE BANGOR AND AROOSTOOK
 RF0133'RAILROAD OVERPASS AT OAKFIELD, THENCE 0.15 MILE SOUTH ON GRAVEL
 RF0133'ROAD TO END OF ROAD AT WIRE GATE AT SOUTH END OF FARM BUILDINGS,
 RF0133'THENCE THRU GATE AND GO 0.35 MILE SOUTHERLY UPHILL TO EDGE OF
 RF0133'WOODED AREA, ON THE EXTREME NORTHWEST SLOPE OF SAM DREW MOUNTAIN,
 RF0133'18 FEET NORTH OF FENCELINE, 54 FEET NORTHEAST OF CORNER FENCE
 RF0133'POST, 1 1/2 FEET NORTH OF WHITE METAL WITNESS POST, SET IN TOP
 RF0133'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND.
 RF0133
 RF0133                          STATION RECOVERY (1981)
 RF0133
 RF0133'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1981 (BJR)
 RF0133'OAKFIELD - 1959 RECOVERED GOOD.
 RF0133'
 RF0133'OAKFIELD NO. 1 - 1959 RECOVERED GOOD.
 RF0133'
 RF0133'OAKFIELD NO. 3 - 1959-1975 RECOVERED GOOD.
 RF0133'
 RF0133'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1.5 MI.
 RF0133'EAST-SOUTHEAST OF OAKFIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0134 ***********************************************************************
 RF0134  DESIGNATION -  OAKFIELD RM 1
 RF0134  PID         -  RF0134
 RF0134  STATE/COUNTY-  ME/AROOSTOOK
 RF0134  USGS QUAD   -  MEDUXNEKEAG LAKE (1986)
 RF0134
 RF0134                         *CURRENT SURVEY CONTROL
 RF0134  ___________________________________________________________________
 RF0134* NAD 83(1986)-  46 05 38.     (N)    068 07 13.     (W)     SCALED    
 RF0134* NAVD 88     -       269.274  (meters)     883.44   (feet)  ADJUSTED  
 RF0134  ___________________________________________________________________
 RF0134  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 RF0134  DYNAMIC HT  -         269.283 (meters)     883.47  (feet)  COMP
 RF0134  MODELED GRAV-     980,638.3   (mgal)                       NAVD 88
 RF0134
 RF0134  VERT ORDER  -  SECOND    CLASS 0
 RF0134
 RF0134.The horizontal coordinates were scaled from a topographic map and have
 RF0134.an estimated accuracy of +/- 6 seconds.
 RF0134
 RF0134.The orthometric height was determined by differential leveling
 RF0134.and adjusted by the National Geodetic Survey in June 1991..
 RF0134
 RF0134.The geoid height was determined by GEOID03.
 RF0134
 RF0134.The dynamic height is computed by dividing the NAVD 88
 RF0134.geopotential number by the normal gravity value computed on the
 RF0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0134.degrees latitude (g = 980.6199 gals.).
 RF0134
 RF0134.The modeled gravity was interpolated from observed gravity values.
 RF0134
 RF0134;                    North         East    Units  Estimated Accuracy
 RF0134;SPC ME E     -   269,780.      329,360.      MT  (+/- 180 meters Scaled)
 RF0134
 RF0134                          SUPERSEDED SURVEY CONTROL
 RF0134
 RF0134  NGVD 29 (??/??/92)  269.448  (m)          884.01   (f) ADJ UNCH    2 0
 RF0134
 RF0134.Superseded values are not recommended for survey control.
 RF0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0134.See file dsdata.txt to determine how the superseded data were derived.
 RF0134
 RF0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM680048(NAD 83)
 RF0134_MARKER: DR = REFERENCE MARK DISK
 RF0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RF0134_STAMPING: OAKFIELD NO 1 1959
 RF0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0134+STABILITY: SURFACE MOTION
 RF0134
 RF0134  HISTORY     - Date     Condition        Report By
 RF0134  HISTORY     - 1959     MONUMENTED       CGS
 RF0134  HISTORY     - 1978     MARK NOT FOUND   NGS
 RF0134
 RF0134                          STATION DESCRIPTION
 RF0134
 RF0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RF0134'1.9 MI SE FROM OAKFIELD.
 RF0134'1.4 MILES EAST ALONG AN ASPHALT ROAD FROM THE BANGOR AND AROOSTOOK
 RF0134'RAILROAD OVERPASS AT OAKFIELD, THENCE 0.15 MILE SOUTH ON GRAVEL
 RF0134'ROAD TO END OF ROAD AT WIRE GATE AT SOUTH END OF FARM BUILDINGS,
 RF0134'THENCE THROUGH GATE AND GO SOUTHERLY UPHILL TO EDGE OF WOODED
 RF0134'AREA, ON THE EXTREME NORTHWEST SLOPE OF SAM DREW MOUNTAIN,
 RF0134'52.6 FEET EAST OF STATION, 1 FOOT NORTH OF FENCELINE, SET IN TOP OF
 RF0134'A CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND.
 RF0134
 RF0134                          STATION RECOVERY (1978)
 RF0134
 RF0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 RF0134'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0132 ***********************************************************************
 RF0132  DESIGNATION -  OAKFIELD RM 2
 RF0132  PID         -  RF0132
 RF0132  STATE/COUNTY-  ME/AROOSTOOK
 RF0132  USGS QUAD   -  MEDUXNEKEAG LAKE (1986)
 RF0132
 RF0132                         *CURRENT SURVEY CONTROL
 RF0132  ___________________________________________________________________
 RF0132* NAD 83(1986)-  46 05 38.     (N)    068 07 13.     (W)     SCALED    
 RF0132* NAVD 88     -       266.296  (meters)     873.67   (feet)  ADJUSTED  
 RF0132  ___________________________________________________________________
 RF0132  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 RF0132  DYNAMIC HT  -         266.304 (meters)     873.70  (feet)  COMP
 RF0132  MODELED GRAV-     980,638.3   (mgal)                       NAVD 88
 RF0132
 RF0132  VERT ORDER  -  SECOND    CLASS 0
 RF0132
 RF0132.The horizontal coordinates were scaled from a topographic map and have
 RF0132.an estimated accuracy of +/- 6 seconds.
 RF0132
 RF0132.The orthometric height was determined by differential leveling
 RF0132.and adjusted by the National Geodetic Survey in June 1991..
 RF0132
 RF0132.The geoid height was determined by GEOID03.
 RF0132
 RF0132.The dynamic height is computed by dividing the NAVD 88
 RF0132.geopotential number by the normal gravity value computed on the
 RF0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0132.degrees latitude (g = 980.6199 gals.).
 RF0132
 RF0132.The modeled gravity was interpolated from observed gravity values.
 RF0132
 RF0132;                    North         East    Units  Estimated Accuracy
 RF0132;SPC ME E     -   269,780.      329,360.      MT  (+/- 180 meters Scaled)
 RF0132
 RF0132                          SUPERSEDED SURVEY CONTROL
 RF0132
 RF0132  NGVD 29 (??/??/92)  266.47   (m)          874.2    (f) COMPUTED    2 0
 RF0132
 RF0132.Superseded values are not recommended for survey control.
 RF0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0132.See file dsdata.txt to determine how the superseded data were derived.
 RF0132
 RF0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM680048(NAD 83)
 RF0132_MARKER: DR = REFERENCE MARK DISK
 RF0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RF0132_STAMPING: OAKFIELD NO 2 1959
 RF0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0132+STABILITY: SURFACE MOTION
 RF0132
 RF0132  HISTORY     - Date     Condition        Report By
 RF0132  HISTORY     - 1959     MONUMENTED       CGS
 RF0132  HISTORY     - 1978     MARK NOT FOUND   NGS
 RF0132
 RF0132                          STATION DESCRIPTION
 RF0132
 RF0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RF0132'1.9 MI SE FROM OAKFIELD.
 RF0132'1.4 MILES EAST ALONG AN ASPHALT ROAD FROM THE BANGOR AND AROOSTOOK
 RF0132'RAILROAD OVERPASS AT OAKFIELD, THENCE 0.15 MILE SOUTH ON GRAVEL
 RF0132'ROAD TO END OF ROAD AT WIRE GATE AT SOUTH END OF FARM BUILDINGS,
 RF0132'THENCE THROUGH GATE AND GO SOUTHERLY UPHILL TO EDGE OF WOODED
 RF0132'AREA, ON THE EXTREME NORTHWEST SLOPE OF SAM DREW MOUNTAIN, 52.1
 RF0132'FEET SOUTHWEST OF THE STATION, 1 FOOT EAST OF FENCE CORNER, SET
 RF0132'IN TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL
 RF0132'OF THE GROUND.
 RF0132
 RF0132                          STATION RECOVERY (1978)
 RF0132
 RF0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 RF0132'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2038 ***********************************************************************
 OC2038  DESIGNATION -  OAKRIDGE
 OC2038  PID         -  OC2038
 OC2038  STATE/COUNTY-  ME/YORK
 OC2038  USGS QUAD   -  BIDDEFORD (1975)
 OC2038
 OC2038                         *CURRENT SURVEY CONTROL
 OC2038  ___________________________________________________________________
 OC2038* NAD 83(1996)-  43 26 54.47843(N)    070 26 24.57193(W)     ADJUSTED  
 OC2038* NAVD 88     -                                                        
 OC2038  ___________________________________________________________________
 OC2038  LAPLACE CORR-           3.44  (seconds)                    DEFLEC99
 OC2038  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 OC2038
 OC2038  HORZ ORDER  -  THIRD
 OC2038
 OC2038.The horizontal coordinates were established by classical geodetic methods
 OC2038.and adjusted by the National Geodetic Survey in March 1998..
 OC2038
 OC2038
 OC2038.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2038
 OC2038.The geoid height was determined by GEOID03.
 OC2038
 OC2038;                    North         East     Units Scale Factor Converg.
 OC2038;SPC ME W     -    68,372.543   877,862.789   MT  0.99997269   -0 11 17.1
 OC2038;UTM  19      - 4,811,625.416   383,471.661   MT  0.99976703   -0 59 25.8
 OC2038
 OC2038                          SUPERSEDED SURVEY CONTROL
 OC2038
 OC2038  NAD 83(1992)-  43 26 54.47709(N)    070 26 24.57317(W) AD(       ) 4
 OC2038  NAD 83(1986)-  43 26 54.48301(N)    070 26 24.57880(W) AD(       ) 4
 OC2038  NAD 27      -  43 26 54.17400(N)    070 26 26.40700(W) AD(       ) 3
 OC2038
 OC2038.Superseded values are not recommended for survey control.
 OC2038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2038.See file dsdata.txt to determine how the superseded data were derived.
 OC2038
 OC2038_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ8347211625(NAD 83)
 OC2038
 OC2038  HISTORY     - Date     Condition        Report By
 OC2038  HISTORY     - UNK      MONUMENTED
 OC2038  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OC2038
 OC2038                          STATION DESCRIPTION
 OC2038
 OC2038'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FLG)
 OC2038'A LARGE TREE BEARING OLD BLAZES WAS RECOVERED AND IS QUITE
 OC2038'POSSIBLY THE STATION.  THE PROGRESS SKETCHES SHOW THIS TO BE
 OC2038'AN INTERSECTION STATION.  THE TREE WAS FORMERLY VERY TALL BUT
 OC2038'THE TOP HALF OF THE TREE HAS BEEN BROKEN OFF.  OTHER TREES ON
 OC2038'THE HILL ARE RELATIVELY SMALL.  THE BLAZES ARE LARGE AND COULD
 OC2038'VERY EASILY DATE BACK TO 1868.  THE STATION FLETCHERS NECK
 OC2038'WATER TANK 1941 IS VISIBLE FROM THE GROUND FROM A SPOT NEAR THE
 OC2038'BASE OF THE TREE AND CAN BE USED AS AN AZIMUTH MARK.
 OC2038'
 OC2038'TO REACH STATION FROM OAK RIDGE VILLAGE, GO W 0.9 MILE TO A
 OC2038'T-INTERSECTION, THENCE RIGHT 0.4 MILE TO A GRAVEL ROAD, TURN
 OC2038'LEFT AND GO TO THE FIRST HOUSE ON THE RIGHT (APPROXIMATELY
 OC2038'500 FEET).  THE TREE THAT WAS RECOVERED IS ON A WOODED HILL
 OC2038'BEHIND THIS HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2407 ***********************************************************************
 PE2407  DESIGNATION -  OBER AZ MK MEDOT 1974
 PE2407  PID         -  PE2407
 PE2407  STATE/COUNTY-  ME/KENNEBEC
 PE2407  USGS QUAD   -  VASSALBORO (1988)
 PE2407
 PE2407                         *CURRENT SURVEY CONTROL
 PE2407  ___________________________________________________________________
 PE2407* NAD 83(1996)-  44 26 55.13991(N)    069 40 58.62529(W)     ADJUSTED  
 PE2407* NAVD 88     -        63.7    (meters)     209.     (feet)  VERTCON   
 PE2407  ___________________________________________________________________
 PE2407  LAPLACE CORR-           2.92  (seconds)                    DEFLEC99
 PE2407  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 PE2407
 PE2407  HORZ ORDER  -  SECOND
 PE2407
 PE2407.The horizontal coordinates were established by classical geodetic methods
 PE2407.and adjusted by the National Geodetic Survey in March 1998..
 PE2407
 PE2407.The NAVD 88 height was computed by applying the VERTCON shift value to
 PE2407.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PE2407
 PE2407.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2407
 PE2407.The geoid height was determined by GEOID03.
 PE2407
 PE2407;                    North         East     Units Scale Factor Converg.
 PE2407;SPC ME W     -   179,577.972   938,502.134   MT  0.99998489   +0 20 19.4
 PE2407;UTM  19      - 4,921,932.167   445,659.236   MT  0.99963631   -0 28 41.7
 PE2407
 PE2407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2407!SPC ME W     -   0.99999406  x   0.99998489  =   0.99997895
 PE2407!UTM  19      -   0.99999406  x   0.99963631  =   0.99963037
 PE2407
 PE2407:                Primary Azimuth Mark                     Grid Az
 PE2407:SPC ME W     -  OBER MEDOT 1974                          357 46 37.3
 PE2407:UTM  19      -  OBER MEDOT 1974                          358 35 38.4
 PE2407
 PE2407|---------------------------------------------------------------------|
 PE2407| PID    Reference Object                     Distance      Geod. Az  |
 PE2407|                                                           dddmmss.s |
 PE2407| PE2408 OBER MEDOT 1974                     488.976 METERS 3580656.7 |
 PE2407|---------------------------------------------------------------------|
 PE2407
 PE2407                          SUPERSEDED SURVEY CONTROL
 PE2407
 PE2407  NAD 83(1992)-  44 26 55.13852(N)    069 40 58.62247(W) AD(       ) 2
 PE2407  NAD 83(1986)-  44 26 55.14377(N)    069 40 58.62881(W) AD(       ) 2
 PE2407  NAD 27      -  44 26 54.90034(N)    069 41 00.47226(W) AD(       ) 2
 PE2407  NGVD 29 (07/19/86)   63.9    (m)          210.     (f) VERT ANG       
 PE2407
 PE2407.Superseded values are not recommended for survey control.
 PE2407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2407.See file dsdata.txt to determine how the superseded data were derived.
 PE2407
 PE2407_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK4565921932(NAD 83)
 PE2407_MARKER: DD = SURVEY DISK
 PE2407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE2407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE2407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE2407+STABILITY: SURFACE MOTION
 PE2407
 PE2407  HISTORY     - Date     Condition        Report By
 PE2407  HISTORY     - 1974     MONUMENTED       MEDT
 PE2407
 PE2407                          STATION DESCRIPTION
 PE2407
 PE2407'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974 (RCA)
 PE2407'THE STATION IS LOCATED ON THE EAST SIDE OF OLD U.S. ROUTE 201 IN
 PE2407'THE TOWN OF VASSALBORO, 0.75 MILES SOUTH OF THE TOWN VASSALBORO,
 PE2407'3.9 MILES SOUTHWEST OF NORTH VASSALBORO, 3.5 MILES WEST-SOUTHWEST
 PE2407'OF EAST VASSALBORO, AND ON PROPERTY OWNED BY THE STATE OF MAINE.
 PE2407'
 PE2407'TO REACH FROM THE POST OFFICE IN VASSALBORO PROCEED SOUTHERLY ON
 PE2407'OLD U.S. ROUTE 201 0.75 MILES TO THE STATION ON THE LEFT.
 PE2407'
 PE2407'THE STATION MARK IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 PE2407'DISK SET IN A 12 INCH DIAMETER CONCRETE POST, PROJECTING 0.1 FEET
 PE2407'BELOW THE GROUND, AND STAMPED OBER AZ MK 1974.  THE
 PE2407'UNDERGROUND-STATION MARK IS A BRASS PLUG SET IN AN IRREGULAR MASS
 PE2407'OF CONCRETE, 54 INCHES BELOW THE SURFACE OF THE GROUND.  THE
 PE2407'STATION MARK IS 3.0 FEET WEST OF A METAL WITNESS POST, 19.0 FEET
 PE2407'EAST OF THE CENTERLINE OF OLD U.S. ROUTE 201, 39.0 FEET EAST OF
 PE2407'A BARBED WIRE FENCE, AND 76.0 FEET NORTHEAST OF A 36 INCH MAPLE
 PE2407'TREE.
 PE2407'
 PE2407'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 PE2407'
 PE2407'STATION OBER(MDOT) WAS USED AS THE AZIMUTH MARK.
 PE2407'
 PE2407'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2408 ***********************************************************************
 PE2408  DESIGNATION -  OBER MEDOT 1974
 PE2408  PID         -  PE2408
 PE2408  STATE/COUNTY-  ME/KENNEBEC
 PE2408  USGS QUAD   -  VASSALBORO (1988)
 PE2408
 PE2408                         *CURRENT SURVEY CONTROL
 PE2408  ___________________________________________________________________
 PE2408* NAD 83(1996)-  44 27 10.97276(N)    069 40 59.35249(W)     ADJUSTED  
 PE2408* NAVD 88     -        53.5    (meters)     176.     (feet)  VERTCON   
 PE2408  ___________________________________________________________________
 PE2408  LAPLACE CORR-           2.91  (seconds)                    DEFLEC99
 PE2408  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 PE2408
 PE2408  HORZ ORDER  -  SECOND
 PE2408
 PE2408.The horizontal coordinates were established by classical geodetic methods
 PE2408.and adjusted by the National Geodetic Survey in March 1998..
 PE2408
 PE2408.The NAVD 88 height was computed by applying the VERTCON shift value to
 PE2408.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PE2408
 PE2408.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2408
 PE2408.The geoid height was determined by GEOID03.
 PE2408
 PE2408;                    North         East     Units Scale Factor Converg.
 PE2408;SPC ME W     -   180,066.573   938,483.167   MT  0.99998487   +0 20 19.0
 PE2408;UTM  19      - 4,922,420.819   445,647.243   MT  0.99963633   -0 28 42.4
 PE2408
 PE2408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2408!SPC ME W     -   0.99999566  x   0.99998487  =   0.99998053
 PE2408!UTM  19      -   0.99999566  x   0.99963633  =   0.99963199
 PE2408
 PE2408:                Primary Azimuth Mark                     Grid Az
 PE2408:SPC ME W     -  OBER AZ MK MEDOT 1974                    177 46 37.2
 PE2408:UTM  19      -  OBER AZ MK MEDOT 1974                    178 35 38.6
 PE2408
 PE2408|---------------------------------------------------------------------|
 PE2408| PID    Reference Object                     Distance      Geod. Az  |
 PE2408|                                                           dddmmss.s |
 PE2408| PE2407 OBER AZ MK MEDOT 1974               488.976 METERS 1780656.2 |
 PE2408|---------------------------------------------------------------------|
 PE2408
 PE2408                          SUPERSEDED SURVEY CONTROL
 PE2408
 PE2408  NAD 83(1992)-  44 27 10.97137(N)    069 40 59.34963(W) AD(       ) 2
 PE2408  NAD 83(1986)-  44 27 10.97670(N)    069 40 59.35602(W) AD(       ) 2
 PE2408  NAD 27      -  44 27 10.73329(N)    069 41 01.19883(W) AD(       ) 2
 PE2408  NGVD 29 (07/19/86)   53.7    (m)          176.     (f) VERT ANG       
 PE2408
 PE2408.Superseded values are not recommended for survey control.
 PE2408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2408.See file dsdata.txt to determine how the superseded data were derived.
 PE2408
 PE2408_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK4564722421(NAD 83)
 PE2408_MARKER: DD = SURVEY DISK
 PE2408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE2408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE2408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE2408+STABILITY: SURFACE MOTION
 PE2408
 PE2408  HISTORY     - Date     Condition        Report By
 PE2408  HISTORY     - 1974     MONUMENTED       MEDT
 PE2408
 PE2408                          STATION DESCRIPTION
 PE2408
 PE2408'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974 (RCA)
 PE2408'THE STATION IS LOCATED ON THE WEST SIDE OF OLD U.S. ROUTE 201 IN
 PE2408'THE TOWN OF VASSALBORO, 0.45 MILES SOUTH OF THE TOWN OF VASSALBORO,
 PE2408'3.7 MILES SOUTHWEST OF THE TOWN OF NORTH VASSALBORO, 3.5 MILES
 PE2408'WEST OF EAST VASSALBORO, AND ON PROPERTY OWNED BY THE STATE OF
 PE2408'MAINE.
 PE2408'
 PE2408'TO REACH FROM THE POST OFFICE IN VASSALBORO PROCEED SOUTHERLY ON
 PE2408'OLD U.S. ROUTE 201 0.45 MILES TO THE STATION MARK ON THE RIGHT.
 PE2408'
 PE2408'THE STATION MARK IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 PE2408'DISK SET IN A 12 INCH DIAMETER CONCRETE POST, PROJECTING 0.2 FEET
 PE2408'ABOVE THE GROUND, AND STAMPED OBER 1974.  THE UNDERGROUND-STATION
 PE2408'MARK IS A BRASS PLUG SET IN AN IRREGULAR MASS OF CONCRETE, 54
 PE2408'INCHES BELOW THE SURFACE OF THE GROUND, AND STAMPED OBER 1974.  THE
 PE2408'STATION MARK IS 4.7 FEET EAST OF A METAL WITNESS POST, 13.6
 PE2408'FEET EAST OF A BARBED WIRE FENCE, 13.8 FEET WEST OF THE
 PE2408'CENTERLINE OF OLD U.S. ROUTE 201, 35 FEET WEST OF A TELEPHONE
 PE2408'POLE NUMBER 178/0266, AND 107 FEET NORTH-NORTHWEST OF A 36
 PE2408'INCH ELM TREE.
 PE2408'
 PE2408'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 PE2408'
 PE2408'THE AZIMUTH MARK WAS ALSO OCCUPIED, AND LOCATED BY
 PE2408'TRIANGULATION.  THEREFORE, IT HAS ITSELF BEEN DESCRIBED AS A
 PE2408'TRIANGULATION STATION.
 PE2408'
 PE2408'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1091 ***********************************************************************
 PF1091  DESIGNATION -  OCRA
 PF1091  PID         -  PF1091
 PF1091  STATE/COUNTY-  ME/OXFORD
 PF1091  USGS QUAD   -  OXFORD (1980)
 PF1091
 PF1091                         *CURRENT SURVEY CONTROL
 PF1091  ___________________________________________________________________
 PF1091* NAD 83(1996)-  44 09 21.84969(N)    070 28 48.06847(W)     ADJUSTED  
 PF1091* NAVD 88     -       104.3    (meters)     342.     (feet)  VERTCON   
 PF1091  ___________________________________________________________________
 PF1091  LAPLACE CORR-           4.02  (seconds)                    DEFLEC99
 PF1091  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 PF1091
 PF1091  HORZ ORDER  -  SECOND
 PF1091
 PF1091.The horizontal coordinates were established by classical geodetic methods
 PF1091.and adjusted by the National Geodetic Survey in March 1998..
 PF1091
 PF1091.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF1091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF1091
 PF1091.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1091
 PF1091.The geoid height was determined by GEOID03.
 PF1091
 PF1091;                    North         East     Units Scale Factor Converg.
 PF1091;SPC ME W     -   147,001.975   874,934.007   MT  0.99997439   -0 13 05.8
 PF1091;UTM  19      - 4,890,272.282   381,651.868   MT  0.99977226   -1 01 52.0
 PF1091
 PF1091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1091!SPC ME W     -   0.99998783  x   0.99997439  =   0.99996222
 PF1091!UTM  19      -   0.99998783  x   0.99977226  =   0.99976010
 PF1091
 PF1091|---------------------------------------------------------------------|
 PF1091| PID    Reference Object                     Distance      Geod. Az  |
 PF1091|                                                           dddmmss.s |
 PF1091| PF1092 OCRA RM 2                            18.512 METERS 26521     |
 PF1091| PF1093 OCRA AZ MK                          APPROX. 0.6 KM 3125245.2 |
 PF1091| CE8593 OCRA RM 1                            16.508 METERS 35037     |
 PF1091|---------------------------------------------------------------------|
 PF1091
 PF1091                          SUPERSEDED SURVEY CONTROL
 PF1091
 PF1091  NAD 83(1992)-  44 09 21.84932(N)    070 28 48.06922(W) AD(       ) 2
 PF1091  NAD 83(1986)-  44 09 21.85627(N)    070 28 48.07301(W) AD(       ) 2
 PF1091  NAD 27      -  44 09 21.60194(N)    070 28 49.86674(W) AD(       ) 2
 PF1091  NGVD 29 (07/19/86)  104.5    (m)          343.     (f) VERT ANG       
 PF1091
 PF1091.Superseded values are not recommended for survey control.
 PF1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1091.See file dsdata.txt to determine how the superseded data were derived.
 PF1091
 PF1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ8165290272(NAD 83)
 PF1091_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PF1091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PF1091_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PF1091
 PF1091  HISTORY     - Date     Condition        Report By
 PF1091  HISTORY     - 1976     MONUMENTED       NGS
 PF1091
 PF1091                          STATION DESCRIPTION
 PF1091
 PF1091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 PF1091'THE STATION IS LOCATED AT THE OXFORD COUNTY REGIONAL
 PF1091'AIRPORT, 2 MILES NORTHEAST OF OXFORD AND 5 MILES SOUTHEAST
 PF1091'OF NORWAY, ON PROPERTY OWNED BY OXFORD COUNTY. PERMISSION
 PF1091'WAS GRANTED BY MR. JAMES ARCHER, COMMISSIONER,
 PF1091'OXFORD COUNTY BOARD OF COMMISSIONERS.
 PF1091'
 PF1091'TO REACH THE STATION FROM THE POST OFFICE IN OXFORD, GO
 PF1091'NORTHERLY ON STATE ROUTE 121 FOR 0.45 MILES TO A ROAD JUNCTION
 PF1091'ON THE RIGHT AND A SHARP TURN TO THE LEFT. BEAR LEFT AND GO
 PF1091'NORTHEASTERLY ACROSS A BRIDGE AND CONTINUE FOR 0.40 MILE
 PF1091'TO FORK. HERE BEAR LEFT AND GO 0.45 MILE TO THE INTERSECTION OF
 PF1091'STATE ROUTE 26. CROSS OVER ROUTE 26 AND CONTINUE ON A GRAVEL
 PF1091'ROAD FOR 0.65 MILE TO A RAIL-ROAD CROSSING. CONTINUE FOR
 PF1091'75 FEET AND TURN LEFT ONTO THE AIRPORT ACCESS ROAD. FOLLOW
 PF1091'THIS ROAD FOR 0.40 MILE TO THE AIRPORT ENTRANCE. HERE TURN
 PF1091'RIGHT AND GO 150 FEET TO THE STATION ON THE RIGHT, BETWEEN
 PF1091'THE TIE-DOWN AREA AND THE RUNWAY.
 PF1091'
 PF1091'THE STATION MARK, STAMPED---OCRA 1976---, IS A STANDARD DISK
 PF1091'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST WHICH
 PF1091'IS 2 INCHES BELOW THE GROUND SURFACE. IT IS 80 FEET
 PF1091'SOUTHEAST OF THE APPROXIMATE CENTERLINE OF THE TAXI-WAY AND
 PF1091'68 FEET NORTHWEST OF THE EDGE OF THE AIRPLANE TIE-DOWN AREA.
 PF1091'A 3/8-INCH BY 30-INCH STEEL REINFORCING BAR WAS INSTALLED
 PF1091'IN THE STATION MARK.
 PF1091'NO UNDERGROUND MARK WAS SET.
 PF1091'
 PF1091'REFERENCE MARK 1, STAMPED---OCRA NO 1 1976---, IS A STANDARD
 PF1091'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST
 PF1091'WHICH IS 3 INCHES BELOW THE GROUND SURFACE. IT IS 38 FEET
 PF1091'SOUTHEAST OF THE APPROXIMATE CENTERLINE OF THE TAXI-WAY AND
 PF1091'118 FEET SOUTH-SOUTHWEST OF THE APPROXIMATE CENTERLINE OF THE
 PF1091'RUNWAY.
 PF1091'
 PF1091'REFERENCE MARK 2, STAMPED---OCRA NO 2 1976---, IS A STANDARD
 PF1091'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST
 PF1091'WHICH IS 2 INCHES BELOW THE GROUND SURFACE. IT IS 38 FEET
 PF1091'SOUTHEAST OF THE APPROXIMATE CENTERLINE OF THE TAXI-WAY AND
 PF1091'24 FEET NORTH-NORTHEAST OF THE EDGE OF THE AIRPLANE TIE-DOWN
 PF1091'AREA.
 PF1091'
 PF1091'THE AZIMUTH MARK, STAMPED---OCRA 1976---, IS A STANDARD DISK
 PF1091'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST WHICH
 PF1091'IS FLUSH WITH THE GROUND SURFACE. IT IS 64 FEET SOUTHWEST
 PF1091'OF THE EDGE OF THE RUNWAY, 56 FEET NORTHEAST OF A METAL WITNESS
 PF1091'POST AND ON RANGE WITH THE NORTH END OF THE RUNWAY.
 PF1091'
 PF1091'TO REACH THE AZIMUTH FROM THE STATION, GO NORTH ALONG THE
 PF1091'WEST EDGE OF THE RUNWAY FOR 0.45 MILE TO THE AZIMUTH ON THE
 PF1091'LEFT.
 PF1091'
 PF1091'THE HEIGHT OF THE LIGHT ABOVE THE STATION WAS 1.2 METERS.
 PF1091'
 PF1091'DESCRIBED BY PHILIP H. PARENT JR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1093 ***********************************************************************
 PF1093  DESIGNATION -  OCRA AZ MK
 PF1093  PID         -  PF1093
 PF1093  STATE/COUNTY-  ME/OXFORD
 PF1093  USGS QUAD   -  OXFORD (1980)
 PF1093
 PF1093                         *CURRENT SURVEY CONTROL
 PF1093  ___________________________________________________________________
 PF1093* NAD 83(1996)-  44 09 35.79609(N)    070 29 08.93231(W)     ADJUSTED  
 PF1093* NAVD 88     -       104.9    (meters)     344.     (feet)  VERTCON   
 PF1093  ___________________________________________________________________
 PF1093  LAPLACE CORR-           4.07  (seconds)                    DEFLEC99
 PF1093  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 PF1093
 PF1093  HORZ ORDER  -  SECOND
 PF1093
 PF1093.The horizontal coordinates were established by classical geodetic methods
 PF1093.and adjusted by the National Geodetic Survey in March 1998..
 PF1093
 PF1093.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF1093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF1093
 PF1093.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1093
 PF1093.The geoid height was determined by GEOID03.
 PF1093
 PF1093;                    North         East     Units Scale Factor Converg.
 PF1093;SPC ME W     -   147,434.204   874,472.077   MT  0.99997468   -0 13 20.4
 PF1093;UTM  19      - 4,890,710.932   381,196.208   MT  0.99977359   -1 02 06.8
 PF1093
 PF1093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1093!SPC ME W     -   0.99998774  x   0.99997468  =   0.99996242
 PF1093!UTM  19      -   0.99998774  x   0.99977359  =   0.99976133
 PF1093
 PF1093:                Primary Azimuth Mark                     Grid Az
 PF1093:SPC ME W     -  OCRA                                     133 05 51.1
 PF1093:UTM  19      -  OCRA                                     133 54 37.5
 PF1093
 PF1093|---------------------------------------------------------------------|
 PF1093| PID    Reference Object                     Distance      Geod. Az  |
 PF1093|                                                           dddmmss.s |
 PF1093| PF1091 OCRA                                APPROX. 0.6 KM 1325230.7 |
 PF1093|---------------------------------------------------------------------|
 PF1093
 PF1093                          SUPERSEDED SURVEY CONTROL
 PF1093
 PF1093  NAD 83(1992)-  44 09 35.79574(N)    070 29 08.93305(W) AD(       ) 2
 PF1093  NAD 83(1986)-  44 09 35.80270(N)    070 29 08.93682(W) AD(       ) 2
 PF1093  NAD 27      -  44 09 35.54852(N)    070 29 10.72974(W) AD(       ) 2
 PF1093  NGVD 29 (07/19/86)  105.1    (m)          345.     (f) VERT ANG       
 PF1093
 PF1093.Superseded values are not recommended for survey control.
 PF1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1093.See file dsdata.txt to determine how the superseded data were derived.
 PF1093
 PF1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ8119690711(NAD 83)
 PF1093_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PF1093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PF1093_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PF1093
 PF1093  HISTORY     - Date     Condition        Report By
 PF1093  HISTORY     - 1976     MONUMENTED       NGS
 PF1093
 PF1093                          STATION DESCRIPTION
 PF1093
 PF1093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 PF1093'THIS STATION WAS ESTABLISHED BY AN EDM MEASUREMENT FROM
 PF1093'TRAVERSE STATION OCRA. SEE DESCRIPTION THEREOF.
 PF1093'
 PF1093'DESCRIBED BY JERRY E. ELLINGWOOD.
 PF1093'
 PF1093'THE HEIGHT OF LIGHT ABOVE THE STATION WAS 1.0 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2188 ***********************************************************************
 PE2188  DESIGNATION -  ODENS ODOM LEDGE BEACON
 PE2188  PID         -  PE2188
 PE2188  STATE/COUNTY-  ME/WALDO
 PE2188  USGS QUAD   -  BUCKSPORT (1982)
 PE2188
 PE2188                         *CURRENT SURVEY CONTROL
 PE2188  ___________________________________________________________________
 PE2188* NAD 83(1996)-  44 30 55.84040(N)    068 48 02.77777(W)     ADJUSTED  
 PE2188* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 PE2188  ___________________________________________________________________
 PE2188  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 PE2188  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 PE2188
 PE2188  HORZ ORDER  -  THIRD
 PE2188
 PE2188.The horizontal coordinates were established by classical geodetic methods
 PE2188.and adjusted by the National Geodetic Survey in March 1998..
 PE2188
 PE2188.The orthometric height was scaled from a topographic map.
 PE2188
 PE2188.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2188
 PE2188.The geoid height was determined by GEOID03.
 PE2188
 PE2188;                    North         East     Units Scale Factor Converg.
 PE2188;SPC ME E     -    94,353.103   276,088.498   MT  0.99990703   -0 12 39.1
 PE2188;UTM  19      - 4,929,151.431   515,834.010   MT  0.99960308   +0 08 22.8
 PE2188
 PE2188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2188!SPC ME E     -   1.00000379  x   0.99990703  =   0.99991082
 PE2188!UTM  19      -   1.00000379  x   0.99960308  =   0.99960687
 PE2188
 PE2188                          SUPERSEDED SURVEY CONTROL
 PE2188
 PE2188  NAD 83(1992)-  44 30 55.83979(N)    068 48 02.76124(W) AD(       ) 4
 PE2188  NAD 83(1986)-  44 30 55.83611(N)    068 48 02.76418(W) AD(       ) 4
 PE2188  NAD 27      -  44 30 55.56900(N)    068 48 04.65100(W) AD(       ) 3
 PE2188
 PE2188.Superseded values are not recommended for survey control.
 PE2188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2188.See file dsdata.txt to determine how the superseded data were derived.
 PE2188
 PE2188_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1583429151(NAD 83)
 PE2188_MARKER: 16 = DAYBEACON
 PE2188_SETTING: 0 = UNSPECIFIED SETTING
 PE2188_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2188
 PE2188  HISTORY     - Date     Condition        Report By
 PE2188  HISTORY     - UNK      FIRST OBSERVED
 PE2188  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2188  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE2188  HISTORY     - 1957     SEE DESCRIPTION  CGS
 PE2188  HISTORY     - 1983     GOOD             NOS
 PE2188
 PE2188                          STATION DESCRIPTION
 PE2188
 PE2188'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2188'THIS BEACON IS IN THE LIGHT LIST AS ODOMS LEDGE BEACON.  IT IS
 PE2188'SUPPORTED BY A SPINDLE MOUNTED IN A STONE BASE ON THE LEDGE OF
 PE2188'THAT NAME IN THE PENOBSCOT RIVER ABOUT 1-1/2 MILES NW OF THE
 PE2188'SOUTHERN END OF VERONA ISLAND AND OPPOSITE THE SETTLEMENT OF
 PE2188'SANDY POINT.  THE STATION WAS CHECKED BY 1934 OBSERVATIONS.
 PE2188
 PE2188                          STATION RECOVERY (1944)
 PE2188
 PE2188'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE2188'STATION RECOVERED IN GOOD CONDITION.  NO CHECK HAS BEEN MADE
 PE2188'WITH THE U.S. COAST GUARD AS TO WHEN IT MIGHT HAVE BEEN
 PE2188'REBUILT.  LOCAL INFORMATION FROM RESIDENT ALONG RIVER NEAR BEACON
 PE2188'IS THAT BEACON HAS NOT BEEN CHANGED IN PAST 10 YEARS.
 PE2188
 PE2188                          STATION RECOVERY (1957)
 PE2188
 PE2188'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 PE2188'STATION RECOVERED IN GOOD CONDITION.  THE 1934 DESCRIPTION BY
 PE2188'K.G.C. IS ADEQUATE AND COMPLETE.
 PE2188
 PE2188                          STATION RECOVERY (1983)
 PE2188
 PE2188'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1983 (RST)
 PE2188'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2094 ***********************************************************************
 OC2094  DESIGNATION -  OGUNQUIT 1851
 OC2094  PID         -  OC2094
 OC2094  STATE/COUNTY-  ME/YORK
 OC2094  USGS QUAD   -  WELLS (1979)
 OC2094
 OC2094                         *CURRENT SURVEY CONTROL
 OC2094  ___________________________________________________________________
 OC2094* NAD 83(1996)-  43 15 24.58587(N)    070 36 10.78682(W)     ADJUSTED  
 OC2094* NAVD 88     -        37.     (meters)     121.     (feet)  SCALED    
 OC2094  ___________________________________________________________________
 OC2094  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 OC2094  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 OC2094
 OC2094  HORZ ORDER  -  THIRD
 OC2094
 OC2094.The horizontal coordinates were established by classical geodetic methods
 OC2094.and adjusted by the National Geodetic Survey in March 1998..
 OC2094
 OC2094.The orthometric height was scaled from a topographic map.
 OC2094
 OC2094.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2094
 OC2094.The geoid height was determined by GEOID03.
 OC2094
 OC2094;                    North         East     Units Scale Factor Converg.
 OC2094;SPC ME W     -    47,138.587   864,570.960   MT  0.99998210   -0 17 56.4
 OC2094;SPC NH       -    84,623.064   386,368.023   MT  1.00005839   +0 43 44.2
 OC2094;SPC NH       -   277,634.17  1,267,609.09   sFT  1.00005839   +0 43 44.2
 OC2094;UTM  19      - 4,790,583.352   369,886.856   MT  0.99980825   -1 05 55.1
 OC2094
 OC2094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2094!SPC ME W     -   0.99999838  x   0.99998210  =   0.99998048
 OC2094!SPC NH       -   0.99999838  x   1.00005839  =   1.00005677
 OC2094!UTM  19      -   0.99999838  x   0.99980825  =   0.99980663
 OC2094
 OC2094:                Primary Azimuth Mark                     Grid Az
 OC2094:SPC ME W     -  WELLS CHURCH SPIRE                       015 26 07.6
 OC2094:SPC NH       -  WELLS CHURCH SPIRE                       014 24 27.0
 OC2094:UTM  19      -  WELLS CHURCH SPIRE                       016 14 06.3
 OC2094
 OC2094|---------------------------------------------------------------------|
 OC2094| PID    Reference Object                     Distance      Geod. Az  |
 OC2094|                                                           dddmmss.s |
 OC2094| OC2097 WELLS CHURCH SPIRE                  APPROX. 8.0 KM 0150811.2 |
 OC2094| OC2099 WELLS NECK 1851                     APPROX. 4.2 KM 0351110.3 |
 OC2094| OC2011 KENNEBUNK PORT OBSERVATORY          APPROX.15.6 KM 0444537.4 |
 OC2094| OC2031 CAPE PORPOISE LIGHTHOUSE            APPROX.18.3 KM 0520346.6 |
 OC2094| OC1994 BOON ISLAND                         APPROX.18.2 KM 1454013.7 |
 OC2094|---------------------------------------------------------------------|
 OC2094
 OC2094                          SUPERSEDED SURVEY CONTROL
 OC2094
 OC2094  NAD 83(1992)-  43 15 24.58480(N)    070 36 10.78769(W) AD(       ) 3
 OC2094  NAD 83(1986)-  43 15 24.58964(N)    070 36 10.79386(W) AD(       ) 3
 OC2094  NAD 27      -  43 15 24.27500(N)    070 36 12.61400(W) AD(       ) 3
 OC2094
 OC2094.Superseded values are not recommended for survey control.
 OC2094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2094.See file dsdata.txt to determine how the superseded data were derived.
 OC2094
 OC2094_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH6988790583(NAD 83)
 OC2094
 OC2094  HISTORY     - Date     Condition        Report By
 OC2094  HISTORY     - 1851     MONUMENTED       CGS
 OC2094  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OC2094
 OC2094                          STATION DESCRIPTION
 OC2094
 OC2094'DESCRIBED BY COAST AND GEODETIC SURVEY 1851 (TJC)
 OC2094'STATION IS ON THE E SIDE OF A HILL ABOUT 1/2 MILE N OF OGUNQUIT
 OC2094'BEACH, 3/8 MILE W OF THE WATER SEPARATING OGUNQUIT BEACH FROM
 OC2094'THE MAINLAND, ABOUT A MILE S OF OGUNQUIT RIVER, AND ABOUT 250
 OC2094'METERS W OF THE A.S.L. ELECTRIC RAILWAY TO KENNEBUNK.  THE
 OC2094'STATION IS MARKED BY A DRILL HOLE IN A BRICK BURIED BELOW THE
 OC2094'SURFACE WITH A ROD PROJECTING ABOVE THE GROUND.  THE FEET OF THE
 OC2094'BRACES OF THE POLE SIGNAL ALSO HAD PILES OF STONE ABOUT THEM.
 OC2094
 OC2094                          STATION RECOVERY (1953)
 OC2094
 OC2094'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EHK)
 OC2094'STATION WAS NOT RECOVERED AFTER A THOROUGH SEARCH OF THE AREA BY
 OC2094'TWO MEN.  IT IS RECOMMENDED THAT THE STATION BE CLASSIFIED
 OC2094'AS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2149 ***********************************************************************
 OC2149  DESIGNATION -  OGUNQUIT STANDPIPE
 OC2149  PID         -  OC2149
 OC2149  STATE/COUNTY-  ME/YORK
 OC2149  USGS QUAD   -  YORK BEACH (1998)
 OC2149
 OC2149                         *CURRENT SURVEY CONTROL
 OC2149  ___________________________________________________________________
 OC2149* NAD 83(1996)-  43 14 53.12691(N)    070 36 12.25188(W)     ADJUSTED  
 OC2149* NAVD 88     -                                                        
 OC2149  ___________________________________________________________________
 OC2149  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 OC2149  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 OC2149
 OC2149  HORZ ORDER  -  THIRD
 OC2149
 OC2149.The horizontal coordinates were established by classical geodetic methods
 OC2149.and adjusted by the National Geodetic Survey in March 1998..
 OC2149
 OC2149
 OC2149.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2149
 OC2149.The geoid height was determined by GEOID03.
 OC2149
 OC2149;                    North         East     Units Scale Factor Converg.
 OC2149;SPC ME W     -    46,167.953   864,532.845   MT  0.99998213   -0 17 57.3
 OC2149;SPC NH       -    83,651.827   386,347.324   MT  1.00005835   +0 43 42.8
 OC2149;SPC NH       -   274,447.70  1,267,541.18   sFT  1.00005835   +0 43 42.8
 OC2149;UTM  19      - 4,789,613.513   369,835.209   MT  0.99980842   -1 05 55.5
 OC2149
 OC2149                          SUPERSEDED SURVEY CONTROL
 OC2149
 OC2149  NAD 83(1992)-  43 14 53.12582(N)    070 36 12.25301(W) AD(       ) 4
 OC2149  NAD 83(1986)-  43 14 53.13062(N)    070 36 12.25897(W) AD(       ) 4
 OC2149  NAD 27      -  43 14 52.81400(N)    070 36 14.06800(W) AD(       ) 3
 OC2149
 OC2149.Superseded values are not recommended for survey control.
 OC2149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2149.See file dsdata.txt to determine how the superseded data were derived.
 OC2149
 OC2149_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH6983589614(NAD 83)
 OC2149_MARKER: 52 = STANDPIPE TANK
 OC2149
 OC2149  HISTORY     - Date     Condition        Report By
 OC2149  HISTORY     - 1941     FIRST OBSERVED   CGS
 OC2149  HISTORY     - 1953     GOOD             CGS
 OC2149  HISTORY     - 1975     GOOD             NGS
 OC2149
 OC2149                          STATION DESCRIPTION
 OC2149
 OC2149'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC2149'THIS INTERSECTION STATION IS THE MUNICIPAL WATER STANDPIPE
 OC2149'FOR THE TOWN OF OGUNQUIT.  IT STANDS BACK ON A WOODED HILL, W
 OC2149'OF U.S. HIGHWAY 1, AND ABOUT 0.5 MILE SW OF THE CENTER OF THE TOWN.
 OC2149
 OC2149                          STATION RECOVERY (1953)
 OC2149
 OC2149'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EHK)
 OC2149'STATION WAS RECOVERED AS DESCRIBED.  PUBLISHED DESCRIPTION IS
 OC2149'ADEQUATE AND CORRECT.
 OC2149
 OC2149                          STATION RECOVERY (1975)
 OC2149
 OC2149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 OC2149'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1943.
 OC2149'THE DESCRIPTION WAS FOUND TO BE ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2260 ***********************************************************************
 PE2260  DESIGNATION -  OJIER
 PE2260  PID         -  PE2260
 PE2260  STATE/COUNTY-  ME/KNOX
 PE2260  USGS QUAD   -  CAMDEN (1991)
 PE2260
 PE2260                         *CURRENT SURVEY CONTROL
 PE2260  ___________________________________________________________________
 PE2260* NAD 83(1996)-  44 11 44.52294(N)    069 03 31.95647(W)     ADJUSTED  
 PE2260* NAVD 88     -                                                        
 PE2260  ___________________________________________________________________
 PE2260  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 PE2260  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 PE2260
 PE2260  HORZ ORDER  -  THIRD
 PE2260
 PE2260.The horizontal coordinates were established by classical geodetic methods
 PE2260.and adjusted by the National Geodetic Survey in March 1998..
 PE2260
 PE2260
 PE2260.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2260
 PE2260.The geoid height was determined by GEOID03.
 PE2260
 PE2260;                    North         East     Units Scale Factor Converg.
 PE2260;SPC ME E     -    58,927.469   255,326.669   MT  0.99992454   -0 23 22.6
 PE2260;UTM  19      - 4,893,610.958   495,295.149   MT  0.99960027   -0 02 27.8
 PE2260
 PE2260                          SUPERSEDED SURVEY CONTROL
 PE2260
 PE2260  NAD 83(1992)-  44 11 44.52864(N)    069 03 31.93714(W) AD(       ) 4
 PE2260  NAD 83(1986)-  44 11 44.53281(N)    069 03 31.94447(W) AD(       ) 4
 PE2260  NAD 27      -  44 11 44.24000(N)    069 03 33.81000(W) AD(       ) 3
 PE2260
 PE2260.Superseded values are not recommended for survey control.
 PE2260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2260.See file dsdata.txt to determine how the superseded data were derived.
 PE2260
 PE2260_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ9529593611(NAD 83)
 PE2260
 PE2260  HISTORY     - Date     Condition        Report By
 PE2260  HISTORY     - UNK      MONUMENTED
 PE2260  HISTORY     - 1911     SEE DESCRIPTION  CGS
 PE2260  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2260
 PE2260                          STATION DESCRIPTION
 PE2260
 PE2260'DESCRIBED BY COAST AND GEODETIC SURVEY 1911
 PE2260'REPORTED LOST IN 1911.
 PE2260
 PE2260                          STATION RECOVERY (1943)
 PE2260
 PE2260'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2260'REPORTED LOST IN 1911.  A SEARCH WAS MADE ON THE PROMINENT
 PE2260'LEDGES IN THIS VICINITY BUT NO MARK WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2268 ***********************************************************************
 PE2268  DESIGNATION -  OJIERS EDWIN HOUSE
 PE2268  PID         -  PE2268
 PE2268  STATE/COUNTY-  ME/KNOX
 PE2268  USGS QUAD   -  CAMDEN (1991)
 PE2268
 PE2268                         *CURRENT SURVEY CONTROL
 PE2268  ___________________________________________________________________
 PE2268* NAD 83(1996)-  44 11 54.20803(N)    069 03 38.30518(W)     ADJUSTED  
 PE2268* NAVD 88     -                                                        
 PE2268  ___________________________________________________________________
 PE2268  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 PE2268  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 PE2268
 PE2268  HORZ ORDER  -  THIRD
 PE2268
 PE2268.The horizontal coordinates were established by classical geodetic methods
 PE2268.and adjusted by the National Geodetic Survey in March 1998..
 PE2268
 PE2268
 PE2268.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2268
 PE2268.The geoid height was determined by GEOID03.
 PE2268
 PE2268;                    North         East     Units Scale Factor Converg.
 PE2268;SPC ME E     -    59,227.335   255,187.741   MT  0.99992469   -0 23 27.1
 PE2268;UTM  19      - 4,893,909.877   495,154.445   MT  0.99960029   -0 02 32.2
 PE2268
 PE2268                          SUPERSEDED SURVEY CONTROL
 PE2268
 PE2268  NAD 83(1992)-  44 11 54.21373(N)    069 03 38.28589(W) AD(       ) 4
 PE2268  NAD 83(1986)-  44 11 54.21788(N)    069 03 38.29321(W) AD(       ) 4
 PE2268  NAD 27      -  44 11 53.93000(N)    069 03 40.14000(W) AD(       ) 3
 PE2268
 PE2268.Superseded values are not recommended for survey control.
 PE2268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2268.See file dsdata.txt to determine how the superseded data were derived.
 PE2268
 PE2268_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ9515493910(NAD 83)
 PE2268
 PE2268  HISTORY     - Date     Condition        Report By
 PE2268  HISTORY     - UNK      MONUMENTED
 PE2268  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2268  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2268
 PE2268                          STATION DESCRIPTION
 PE2268
 PE2268'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2268'THE STATION IS LOST.
 PE2268
 PE2268                          STATION RECOVERY (1943)
 PE2268
 PE2268'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2268'LISTED AS LOST IN 1934.
 PE2268'
 PE2268'AIR PHOTO PARTY REPORTS THAT THE STATION SHOULD BE CONSIDERED
 PE2268'LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2584 ***********************************************************************
 PE2584  DESIGNATION -  OLD 12
 PE2584  PID         -  PE2584
 PE2584  STATE/COUNTY-  ME/WALDO
 PE2584  USGS QUAD   -  BUCKSPORT (1982)
 PE2584
 PE2584                         *CURRENT SURVEY CONTROL
 PE2584  ___________________________________________________________________
 PE2584* NAD 83(1996)-  44 35 50.72484(N)    068 49 55.62731(W)     ADJUSTED  
 PE2584* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 PE2584  ___________________________________________________________________
 PE2584  LAPLACE CORR-           3.03  (seconds)                    DEFLEC99
 PE2584  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 PE2584
 PE2584  HORZ ORDER  -  THIRD
 PE2584
 PE2584.The horizontal coordinates were established by classical geodetic methods
 PE2584.and adjusted by the National Geodetic Survey in March 1998..
 PE2584
 PE2584.The orthometric height was scaled from a topographic map.
 PE2584
 PE2584.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2584
 PE2584.The geoid height was determined by GEOID03.
 PE2584
 PE2584;                    North         East     Units Scale Factor Converg.
 PE2584;SPC ME E     -   103,464.199   273,633.403   MT  0.99990855   -0 13 59.5
 PE2584;UTM  19      - 4,938,244.550   513,323.942   MT  0.99960218   +0 07 04.3
 PE2584
 PE2584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2584!SPC ME E     -   1.00000359  x   0.99990855  =   0.99991214
 PE2584!UTM  19      -   1.00000359  x   0.99960218  =   0.99960577
 PE2584
 PE2584                          SUPERSEDED SURVEY CONTROL
 PE2584
 PE2584  NAD 83(1992)-  44 35 50.72193(N)    068 49 55.61428(W) AD(       ) 3
 PE2584  NAD 83(1986)-  44 35 50.72076(N)    068 49 55.61507(W) AD(       ) 3
 PE2584
 PE2584.Superseded values are not recommended for survey control.
 PE2584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2584.See file dsdata.txt to determine how the superseded data were derived.
 PE2584
 PE2584_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1332438245(NAD 83)
 PE2584_MARKER: DD = SURVEY DISK
 PE2584_SETTING: 80 = SET IN A BOULDER
 PE2584_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE2584+STABILITY: SURFACE MOTION
 PE2584
 PE2584  HISTORY     - Date     Condition        Report By
 PE2584  HISTORY     - 1983     MONUMENTED       USE
 PE2584
 PE2584                          STATION DESCRIPTION
 PE2584
 PE2584'DESCRIBED BY US ENGINEERS 1983 (RST)
 PE2584'THE STATION IS LOCATED ON THE WEST SIDE OF THE PENOBSCOT RIVER,
 PE2584'SOUTHEAST OF BOWDEN POINT.
 PE2584'
 PE2584'THE STATION IS A STANDARD US ENGINEERS BRONZE DISK STAMPED
 PE2584'---OLD 12---SET ON THE MIDDLE OF THREE LARGE ROCKS
 PE2584'THAT ARE JUST OFF SHORE.
 PE2584'IT IS LOCATED,
 PE2584'SOUTHWEST OF BLACK CAN BOUY 27.
 PE2584'
 PE2584'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.32 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB2663 ***********************************************************************
 AB2663  SACS        -  This is a Secondary Airport Control Station.
 AB2663  DESIGNATION -  OLD A
 AB2663  PID         -  AB2663
 AB2663  STATE/COUNTY-  ME/PENOBSCOT
 AB2663  USGS QUAD   -  OLD TOWN (1988)
 AB2663
 AB2663                         *CURRENT SURVEY CONTROL
 AB2663  ___________________________________________________________________
 AB2663* NAD 83(1996)-  44 56 52.77312(N)    068 40 34.73011(W)     ADJUSTED  
 AB2663* NAVD 88     -        38.40   (meters)     126.0    (feet)  GPS OBS   
 AB2663  ___________________________________________________________________
 AB2663  X           -   1,644,249.302 (meters)                     COMP
 AB2663  Y           -  -4,212,135.451 (meters)                     COMP
 AB2663  Z           -   4,483,269.463 (meters)                     COMP
 AB2663  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 AB2663  ELLIP HEIGHT-          13.79  (meters)          (01/07/02) GPS OBS
 AB2663  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 AB2663
 AB2663  HORZ ORDER  -  FIRST
 AB2663  ELLP ORDER  -  FIFTH     CLASS I
 AB2663
 AB2663.This mark is at Dewitt Fld,old Town Mun Airport (OLD)
 AB2663
 AB2663.The horizontal coordinates were established by GPS observations
 AB2663.and adjusted by the National Geodetic Survey in July 1997..
 AB2663
 AB2663.The orthometric height was determined by GPS observations and a
 AB2663.high-resolution geoid model.
 AB2663
 AB2663.GPS derived orthometric heights for airport stations designated as
 AB2663.PACS or SACS are published to 2 decimal places.  This maintains
 AB2663.centimeter relative accuracy between the PACS and SACS.  It does
 AB2663.not indicate centimeter accuracy relative to other marks which are
 AB2663.part of the NAVD 88 network.
 AB2663
 AB2663.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2663
 AB2663.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2663
 AB2663.The ellipsoidal height was determined by GPS observations
 AB2663.and is referenced to NAD 83.
 AB2663
 AB2663.The geoid height was determined by GEOID03.
 AB2663
 AB2663;                    North         East     Units Scale Factor Converg.
 AB2663;SPC ME E     -   142,379.567   286,087.026   MT  0.99990238   -0 07 28.4
 AB2663;UTM  19      - 4,977,224.012   525,534.483   MT  0.99960802   +0 13 43.2
 AB2663
 AB2663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2663!SPC ME E     -   0.99999784  x   0.99990238  =   0.99990022
 AB2663!UTM  19      -   0.99999784  x   0.99960802  =   0.99960586
 AB2663
 AB2663:                Primary Azimuth Mark                     Grid Az
 AB2663:SPC ME E     -  OLD TOWN                                 024 50 10.7
 AB2663:UTM  19      -  OLD TOWN                                 024 28 59.1
 AB2663
 AB2663|---------------------------------------------------------------------|
 AB2663| PID    Reference Object                     Distance      Geod. Az  |
 AB2663|                                                           dddmmss.s |
 AB2663| PE2528 OLD TOWN                            APPROX. 0.5 KM 0244242.3 |
 AB2663|---------------------------------------------------------------------|
 AB2663
 AB2663                          SUPERSEDED SURVEY CONTROL
 AB2663
 AB2663  ELLIP H (07/24/97)   13.75   (m)                       GP(       ) 1 1
 AB2663  NAD 83(1992)-  44 56 52.77279(N)    068 40 34.72935(W) AD(1995.00) 1
 AB2663  ELLIP H (04/19/96)   13.76   (m)                       GP(1995.00) 3 1
 AB2663
 AB2663.Superseded values are not recommended for survey control.
 AB2663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2663.See file dsdata.txt to determine how the superseded data were derived.
 AB2663
 AB2663_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK2553477224(NAD 83)
 AB2663_MARKER: DD = SURVEY DISK
 AB2663_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB2663_STAMPING: OLD A 1995
 AB2663_MARK LOGO: NGS   
 AB2663_PROJECTION: FLUSH
 AB2663_MAGNETIC: P = MARKER IS A STEEL PIPE
 AB2663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2663+STABILITY: SURFACE MOTION
 AB2663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2663+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1996
 AB2663_ROD/PIPE-DEPTH: 1    meters
 AB2663
 AB2663  HISTORY     - Date     Condition        Report By
 AB2663  HISTORY     - 1995     MONUMENTED       CHANCE
 AB2663  HISTORY     - 19960703 GOOD             NGS
 AB2663
 AB2663                          STATION DESCRIPTION
 AB2663
 AB2663'DESCRIBED BY JE CHANCE AND ASSOCIATES 1995 (CL)
 AB2663'THE STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) NORTHWEST OF OLD TOWN,
 AB2663'2.4 KM (1.50 MI) EAST OF INTERSTATE HIGHWAY 95 EXIT 52, AT DEWITT
 AB2663'FIELD, OLD TOWN MUNICIPAL AIRPORT.  OWNERSHIP--TOWN OF OLD TOWN, ALTON
 AB2663'BOUCHARD - AIRPORT MANAGER, PHONE 207-827-5911  TO REACH THE STATION
 AB2663'FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 AND STATE HIGHWAY 43 (EXIT
 AB2663'52) , GO SOUTHEAST FOR 1.0 KM (0.60 MI) ON HIGHWAY 43 TO THE JUNCTION
 AB2663'OF STATE HIGHWAY 16.  CONTINUE AHEAD FOR 2.1 KM (1.30 MI) TO A PAVED
 AB2663'ROAD LEFT.  TURN LEFT AND GO NORTH 0.6 KM (0.35 MI) ON THE PAVED ROAD
 AB2663'TO A FORK.  FOLLOW THE LEFT FORK AND GO 0.2 KM (0.10 MI) TO A GATE AT
 AB2663'THE AIRPORT.  FROM THE GATE NEAR THE TERMINAL GO NORTH TO EAST-WEST
 AB2663'TAXIWAY AND FOLLOW TAXIWAY WEST-SOUTHWEST FOR 0.16 KM (0.10 MI) TO
 AB2663'RUNWAY 4-22.  TURN LEFT AND FOLLOW RUNWAY 4-22 FOR 0.48 KM (0.30 MI)
 AB2663'TO THE SOUTHERN END AND STATION ON THE RIGHT  THE STATION IS THE
 AB2663'CENTER OF A 5 CM SURVEY DISK SET INTO THE TOP OF A 1 M (3.3 FT) LONG
 AB2663'FENO PIPE, RECESSED 12 CM BELOW GROUND LEVEL AND ENCASED IN A 12.7 CM
 AB2663'DIA PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE.  THE LOGO CAP AND
 AB2663'CONCRETE ARE SET FLUSH WITH THE GROUND. THREE CIRCULAR ANCHOR PRONGS
 AB2663'EXTEND FROM THE BOTTOM OF THE PIPE.  THE STATION IS LOCATED 67.91 M
 AB2663'(222.80 FT) WEST OF THE FIRST RUNWAY LIGHT NORTH OF THE END OF RUNWAY
 AB2663'4-22 ON THE WEST SIDE, 56.10 M (184.05 FT) NORTHWEST OF THE CENTERLINE
 AB2663'OF RUNWAY 4-22, 32.66 M (107.15 FT) NORTHWEST OF THE CENTER OF DRAIN
 AB2663'COVER, 30.63 M (100.49 FT) NORTHWEST OF THE WEST EDGE OF THE WESTERN
 AB2663'RUNWAY END INDICATOR LIGHT (REIL) BOX, AND 18.5 M (60.7 FT) SOUTHEAST
 AB2663'OF EDGE OF BRUSH  THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT
 AB2663'CONTROL STATION (SACS) - MAINE ANA SURVEYS 1995
 AB2663
 AB2663                          STATION RECOVERY (1996)
 AB2663
 AB2663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AB2663'THE STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) NORTHWEST OF OLD TOWN,
 AB2663'2.4 KM (1.50 MI) EAST OF INTERSTATE HIGHWAY 95 EXIT 52, AT DEWITT
 AB2663'FIELD, OLD TOWN MUNICIPAL AIRPORT.  OWNERSHIP--TOWN OF OLD TOWN, ALTON
 AB2663'BOUCHARD - AIRPORT MANAGER, PHONE 207-827-5911.  TO REACH THE STATION
 AB2663'FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 AND STATE HIGHWAY 43 (EXIT
 AB2663'52) , GO SOUTHEAST FOR 1.0 KM (0.60 MI) ON HIGHWAY 43 TO THE JUNCTION
 AB2663'OF STATE HIGHWAY 16, CONTINUE AHEAD AND GO EASTERLY ON HIGHWAY 43 FOR
 AB2663'2.1 KM (1.30 MI) TO A PAVED ROAD LEFT, TURN LEFT AND GO NORTH 0.6 KM
 AB2663'(0.35 MI) ON THE PAVED ROAD TO A FORK, BEAR LEFT AND GO NORTHERLY
 AB2663'FOLLOWING THE PAVED ROAD FOR 0.2 KM (0.10 MI) TO A GATE AT THE
 AB2663'AIRPORT, PASS THROUGH GATE AND GO NORTH FOR 0.08 KM (0.05 MI) TO A
 AB2663'EAST-WEST TAXIWAY, TURN LEFT AND GO WEST ON THE TAXIWAY 0.16 KM (0.10
 AB2663'MI) TO RUNWAY 4-22, TURN LEFT AND GO SOUTHWEST ON RUNWAY 4-22 FOR 0.48
 AB2663'KM (0.30 MI) TO THE END OF THE PAVEMENT AND STATION ON THE RIGHT.  THE
 AB2663'STATION IS THE CENTER OF A 5 CM SURVEY DISK SET INTO THE TOP OF A 1 M
 AB2663'(3.3 FT) LONG FENO PIPE, RECESSED 12 CM BELOW GROUND LEVEL AND ENCASED
 AB2663'IN A 12.7 CM DIA PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE, THE
 AB2663'LOGO CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND AND THREE CIRCULAR
 AB2663'ANCHOR PRONGS EXTEND FROM THE BOTTOM OF THE PIPE.  THE STATION IS
 AB2663'LOCATED 67.91 M (222.80 FT) WEST OF THE FIRST RUNWAY LIGHT NORTH OF
 AB2663'THE END OF RUNWAY 4-22 ON THE WEST SIDE, 56.10 M (184.05 FT) NORTHWEST
 AB2663'OF THE CENTERLINE OF RUNWAY 4-22, 32.66 M (107.15 FT) NORTHWEST OF THE
 AB2663'CENTER OF DRAIN COVER, 30.63 M (100.49 FT) NORTHWEST OF THE WEST EDGE
 AB2663'OF THE WESTERN RUNWAY END INDICATOR LIGHT (REIL) BOX, AND 18.5 M (60.7
 AB2663'FT) SOUTHEAST OF EDGE OF BRUSH.  THIS IS A SECONDARY AIRPORT CONTROL
 AB2663'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB2664 ***********************************************************************
 AB2664  SACS        -  This is a Secondary Airport Control Station.
 AB2664  DESIGNATION -  OLD B
 AB2664  PID         -  AB2664
 AB2664  STATE/COUNTY-  ME/PENOBSCOT
 AB2664  USGS QUAD   -  OLD TOWN (1988)
 AB2664
 AB2664                         *CURRENT SURVEY CONTROL
 AB2664  ___________________________________________________________________
 AB2664* NAD 83(1996)-  44 57 13.72875(N)    068 40 49.67329(W)     ADJUSTED  
 AB2664* NAVD 88     -        36.59   (meters)     120.0    (feet)  GPS OBS   
 AB2664  ___________________________________________________________________
 AB2664  X           -   1,643,777.520 (meters)                     COMP
 AB2664  Y           -  -4,211,827.624 (meters)                     COMP
 AB2664  Z           -   4,483,726.014 (meters)                     COMP
 AB2664  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 AB2664  ELLIP HEIGHT-          12.00  (meters)          (01/07/02) GPS OBS
 AB2664  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 AB2664
 AB2664  HORZ ORDER  -  FIRST
 AB2664  ELLP ORDER  -  FIFTH     CLASS I
 AB2664
 AB2664.This mark is at Dewitt Fld,old Town Mun Airport (OLD)
 AB2664
 AB2664.The horizontal coordinates were established by GPS observations
 AB2664.and adjusted by the National Geodetic Survey in July 1997..
 AB2664
 AB2664.The orthometric height was determined by GPS observations and a
 AB2664.high-resolution geoid model.
 AB2664
 AB2664.GPS derived orthometric heights for airport stations designated as
 AB2664.PACS or SACS are published to 2 decimal places.  This maintains
 AB2664.centimeter relative accuracy between the PACS and SACS.  It does
 AB2664.not indicate centimeter accuracy relative to other marks which are
 AB2664.part of the NAVD 88 network.
 AB2664
 AB2664.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2664
 AB2664.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2664
 AB2664.The ellipsoidal height was determined by GPS observations
 AB2664.and is referenced to NAD 83.
 AB2664
 AB2664.The geoid height was determined by GEOID03.
 AB2664
 AB2664;                    North         East     Units Scale Factor Converg.
 AB2664;SPC ME E     -   143,027.117   285,760.918   MT  0.99990249   -0 07 39.0
 AB2664;UTM  19      - 4,977,869.348   525,204.486   MT  0.99960781   +0 13 32.8
 AB2664
 AB2664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2664!SPC ME E     -   0.99999812  x   0.99990249  =   0.99990061
 AB2664!UTM  19      -   0.99999812  x   0.99960781  =   0.99960593
 AB2664
 AB2664                          SUPERSEDED SURVEY CONTROL
 AB2664
 AB2664  ELLIP H (07/24/97)   11.95   (m)                       GP(       ) 1 1
 AB2664  NAD 83(1992)-  44 57 13.72842(N)    068 40 49.67253(W) AD(1995.00) 1
 AB2664  ELLIP H (04/19/96)   11.96   (m)                       GP(1995.00) 3 1
 AB2664
 AB2664.Superseded values are not recommended for survey control.
 AB2664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2664.See file dsdata.txt to determine how the superseded data were derived.
 AB2664
 AB2664_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK2520477869(NAD 83)
 AB2664_MARKER: DD = SURVEY DISK
 AB2664_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB2664_STAMPING: OLD B 1995
 AB2664_MARK LOGO: NGS   
 AB2664_PROJECTION: FLUSH
 AB2664_MAGNETIC: P = MARKER IS A STEEL PIPE
 AB2664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2664+STABILITY: SURFACE MOTION
 AB2664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2664+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1996
 AB2664_ROD/PIPE-DEPTH: 1    meters
 AB2664
 AB2664  HISTORY     - Date     Condition        Report By
 AB2664  HISTORY     - 1995     MONUMENTED       CHANCE
 AB2664  HISTORY     - 19960703 GOOD             NGS
 AB2664
 AB2664                          STATION DESCRIPTION
 AB2664
 AB2664'DESCRIBED BY JE CHANCE AND ASSOCIATES 1995 (CL)
 AB2664'THE STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) NORTHWEST OF OLD TOWN,
 AB2664'2.4 KM (1.50 MI) EAST OF INTERSTATE HIGHWAY 95 EXIT 52, AT DEWITT
 AB2664'FIELD, OLD TOWN MUNICIPAL AIRPORT.  OWNERSHIP--TOWN OF OLD TOWN, ALTON
 AB2664'BOUCHARD - AIRPORT MANAGER, PHONE 207-827-5911  TO REACH THE STATION
 AB2664'FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 AND STATE HIGHWAY 43 (EXIT
 AB2664'52) NEAR OLD TOWN, GO SOUTHEAST FOR 1.0 KM (0.60 MI) ON HIGHWAY 43 TO
 AB2664'THE JUNCTION OF STATE HIGHWAY 16. CONTINUE AHEAD FOR 2.1 KM (1.30 MI)
 AB2664'TO A PAVED ROAD LEFT.  TURN LEFT AND GO NORTH 0.6 KM (0.35 MI) ON THE
 AB2664'PAVED ROAD TO A FORK.  FOLLOW THE LEFT FORK AND GO 0.2 KM (0.10 MI) TO
 AB2664'A GATE AT THE AIRPORT.  FROM THE GATE NEAR THE TERMINAL GO NORTH TO
 AB2664'EAST-WEST TAXIWAY AND FOLLOW TAXIWAY WEST-SOUTHWEST FOR 0.16 KM (0.10
 AB2664'MI) TO RUNWAY 4-22, TURN RIGHT AND GO NORTHEAST ALONG RUNWAY 4-22 TO
 AB2664'INTERSECTION WITH RUNWAY 12-30.  TURN LEFT AND GO NORTHWEST ALONG
 AB2664'RUNWAY 12-30 FOR 0.56 KM (0.35 MI) TO STATION ON THE RIGHT  THE
 AB2664'STATION IS THE CENTER OF A 5 CM SURVEY DISK SET INTO THE TOP OF A 1 M
 AB2664'(3.3 FT) LONG FENO PIPE, RECESSED 12 CM BELOW GROUND LEVEL AND ENCASED
 AB2664'IN A 12.7 CM DIA PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE.  THE
 AB2664'LOGO CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND. THREE CIRCULAR
 AB2664'ANCHOR PRONGS EXTEND FROM THE BOTTOM OF THE PIPE.  THE STATION IS
 AB2664'LOCATED 37.85 M (124.18 FT) NORTH-NORTHEAST OF THE CENTERLINE OF
 AB2664'RUNWAY 12-30, 64.55 M (211.78 FT) EAST OF 2ND RUNWAY LIGHT SOUTHEAST
 AB2664'FROM THE NORTHEAST END OF RUNWAY, 20.97 M (68.80 FT) NORTH-NORTHEAST
 AB2664'OF THE 3RD RUNWAY LIGHT SOUTHEAST FROM THE NORTHEAST END OF RUNWAY,
 AB2664'61.08 M (200.39 FT) NORTHWEST OF THE 4TH RUNWAY LIGHT SOUTHEAST FROM
 AB2664'THE NORTHEAST END OF RUNWAY, AND 5.65 M (18.54 FT) SOUTH-SOUTHWEST OF
 AB2664'THE EDGE OF BRUSH  THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT
 AB2664'CONTROL STATION (SACS) - MAINE ANA SURVEYS 1995
 AB2664
 AB2664                          STATION RECOVERY (1996)
 AB2664
 AB2664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AB2664'THE STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) NORTHWEST OF OLD TOWN,
 AB2664'2.4 KM (1.50 MI) EAST OF INTERSTATE HIGHWAY 95 EXIT 52, AT DEWITT
 AB2664'FIELD, OLD TOWN MUNICIPAL AIRPORT.  OWNERSHIP--TOWN OF OLD TOWN, ALTON
 AB2664'BOUCHARD - AIRPORT MANAGER, PHONE 207-827-5911.  TO REACH THE STATION
 AB2664'FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 AND STATE HIGHWAY 43 (EXIT
 AB2664'52) NEAR OLD TOWN, GO SOUTHEAST FOR 1.0 KM (0.60 MI) ON HIGHWAY 43 TO
 AB2664'THE JUNCTION OF STATE HIGHWAY 16, CONTINUE AHEAD AND GO EAST ON
 AB2664'HIGHWAY 43 FOR 2.1 KM (1.30 MI) TO A PAVED ROAD LEFT, TURN LEFT AND GO
 AB2664'NORTH FOR 0.6 KM (0.35 MI) ON THE PAVED ROAD TO A FORK. BEAR LEFT AND
 AB2664'GO NORTHERLY FOR 0.2 KM (0.10 MI) TO A GATE AT THE AIRPORT, PASS
 AB2664'THROUGH THE GATE AND GO NORTH ON THE APRON THEN A CONNECTOR TAXIWAY
 AB2664'FOR 0.08 KM (0.05 MI) TO RUNWAY 12-30, TURN LEFT AND GO NORTHWEST ON
 AB2664'RUNWAY 12-30 FOR 0.56 KM (0.35 MI) TO STATION ON THE RIGHT.  THE
 AB2664'STATION IS THE CENTER OF A 5 CM SURVEY DISK SET INTO THE TOP OF A 1 M
 AB2664'(3.3 FT) LONG FENO PIPE, RECESSED 12 CM BELOW GROUND LEVEL AND ENCASED
 AB2664'IN A 12.7 CM DIA PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE.  THE
 AB2664'LOGO CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND AND THREE CIRCULAR
 AB2664'ANCHOR PRONGS EXTEND FROM THE BOTTOM OF THE PIPE.  THE STATION IS
 AB2664'LOCATED 37.85 M (124.18 FT) NORTH-NORTHEAST OF THE CENTERLINE OF
 AB2664'RUNWAY 12-30, 64.55 M (211.78 FT) EAST OF 2ND RUNWAY LIGHT SOUTHEAST
 AB2664'FROM THE NORTHEAST END OF RUNWAY, 20.97 M (68.80 FT) NORTH-NORTHEAST
 AB2664'OF THE 3RD RUNWAY LIGHT SOUTHEAST FROM THE NORTHEAST END OF RUNWAY,
 AB2664'61.08 M (200.39 FT) NORTHWEST OF THE 4TH RUNWAY LIGHT SOUTHEAST FROM
 AB2664'THE NORTHEAST END OF RUNWAY, AND 5.65 M (18.54 FT) SOUTH-SOUTHWEST OF
 AB2664'THE EDGE OF BRUSH.  THIS IS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2393 ***********************************************************************
 PE2393  DESIGNATION -  OLD HOUSE CENTER CHIMNEY
 PE2393  PID         -  PE2393
 PE2393  STATE/COUNTY-  ME/LINCOLN
 PE2393  USGS QUAD   -  WALDOBORO WEST (1988)
 PE2393
 PE2393                         *CURRENT SURVEY CONTROL
 PE2393  ___________________________________________________________________
 PE2393* NAD 83(1996)-  44 01 48.54070(N)    069 25 02.87100(W)     ADJUSTED  
 PE2393* NAVD 88     -                                                        
 PE2393  ___________________________________________________________________
 PE2393  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 PE2393  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 PE2393
 PE2393  HORZ ORDER  -  THIRD
 PE2393
 PE2393.The horizontal coordinates were established by classical geodetic methods
 PE2393.and adjusted by the National Geodetic Survey in March 1998..
 PE2393
 PE2393
 PE2393.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2393
 PE2393.The geoid height was determined by GEOID03.
 PE2393
 PE2393;                    North         East     Units Scale Factor Converg.
 PE2393;SPC ME W     -   133,236.226   960,058.301   MT  1.00001101   +0 31 14.7
 PE2393;SPC ME E     -    40,791.614   226,458.209   MT  0.99996650   -0 38 15.7
 PE2393;UTM  19      - 4,875,306.271   466,547.125   MT  0.99961376   -0 17 24.6
 PE2393
 PE2393                          SUPERSEDED SURVEY CONTROL
 PE2393
 PE2393  NAD 83(1992)-  44 01 48.54626(N)    069 25 02.85889(W) AD(       ) 4
 PE2393  NAD 83(1986)-  44 01 48.55073(N)    069 25 02.86481(W) AD(       ) 4
 PE2393  NAD 27      -  44 01 48.25000(N)    069 25 04.67000(W) AD(       ) 3
 PE2393
 PE2393.Superseded values are not recommended for survey control.
 PE2393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2393.See file dsdata.txt to determine how the superseded data were derived.
 PE2393
 PE2393_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ6654775306(NAD 83)
 PE2393
 PE2393  HISTORY     - Date     Condition        Report By
 PE2393  HISTORY     - UNK      MONUMENTED
 PE2393  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2393  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2393
 PE2393                          STATION DESCRIPTION
 PE2393
 PE2393'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2393'THIS STATION IS LOST.
 PE2393
 PE2393                          STATION RECOVERY (1943)
 PE2393
 PE2393'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2393'LISTED AS LOST IN 1934.
 PE2393'
 PE2393'THE HOUSE IS A CREAM-COLORED ONE-STORY STRUCTURE WITH GREEN
 PE2393'TRIM, AN ASPHALT GREEN SHINGLE ROOF, AND A SINGLE BRICK CHIMNEY
 PE2393'ON N SECTION.  THE CHIMNEY WAS PRICKED AS THE STATION AND SHOULD
 PE2393'BE VERIFIED BY THE COMPILATION OFFICE.  NOTE--VERIFIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0955 ***********************************************************************
 PD0955  DESIGNATION -  OLD MAN
 PD0955  PID         -  PD0955
 PD0955  STATE/COUNTY-  ME/WASHINGTON
 PD0955  USGS QUAD   -  OLD MAN (1993)
 PD0955
 PD0955                         *CURRENT SURVEY CONTROL
 PD0955  ___________________________________________________________________
 PD0955* NAD 83(1996)-  44 37 09.81437(N)    067 14 11.51727(W)     ADJUSTED  
 PD0955* NAVD 88     -                                                        
 PD0955  ___________________________________________________________________
 PD0955  LAPLACE CORR-           4.37  (seconds)                    DEFLEC99
 PD0955  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 PD0955
 PD0955  HORZ ORDER  -  THIRD
 PD0955
 PD0955.The horizontal coordinates were established by classical geodetic methods
 PD0955.and adjusted by the National Geodetic Survey in March 1998..
 PD0955
 PD0955
 PD0955.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0955
 PD0955.The geoid height was determined by GEOID03.
 PD0955
 PD0955;                    North         East     Units Scale Factor Converg.
 PD0955;SPC ME E     -   106,628.207   400,267.825   MT  1.00002360   +0 53 15.1
 PD0955;UTM  19      - 4,942,183.705   639,905.619   MT  0.99984071   +1 14 19.9
 PD0955
 PD0955                          SUPERSEDED SURVEY CONTROL
 PD0955
 PD0955  NAD 83(1992)-  44 37 09.80961(N)    067 14 11.51556(W) AD(       ) 4
 PD0955  NAD 83(1986)-  44 37 09.80527(N)    067 14 11.51853(W) AD(       ) 4
 PD0955  NAD 27      -  44 37 09.51800(N)    067 14 13.57800(W) AD(       ) 3
 PD0955
 PD0955.Superseded values are not recommended for survey control.
 PD0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0955.See file dsdata.txt to determine how the superseded data were derived.
 PD0955
 PD0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK3990642184(NAD 83)
 PD0955
 PD0955  HISTORY     - Date     Condition        Report By
 PD0955  HISTORY     - UNK      MONUMENTED
 PD0955  HISTORY     - 1949     SEE DESCRIPTION  CGS
 PD0955
 PD0955                          STATION DESCRIPTION
 PD0955
 PD0955'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (ERM)
 PD0955'A THOROUGH SEARCH WAS MADE, BY FOUR MEN, IN THE AREA WHERE THIS
 PD0955'STATION PLOTS, BUT NOTHING WAS FOUND THAT WAS INDICATIVE TO A
 PD0955'STATION.  IT IS RECOMMENDED THAT THE STATION BE CLASSIFIED AS LOST.
 PD0955'
 PD0955'NOTE--A TOPOGRAPHIC STATION WAS ESTABLISHED ON THE ISLAND.  SEE
 PD0955'DESCRIPTION OF TOPOGRAPHIC STATION SITZ, 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0379 ***********************************************************************
 OB0379  DESIGNATION -  OLD MAN LEDGE DAYBEACON
 OB0379  PID         -  OB0379
 OB0379  STATE/COUNTY-  ME/KNOX
 OB0379  USGS QUAD   -  MONHEGAN (1979)
 OB0379
 OB0379                         *CURRENT SURVEY CONTROL
 OB0379  ___________________________________________________________________
 OB0379* NAD 83(1996)-  43 50 27.73418(N)    069 18 54.37960(W)     ADJUSTED  
 OB0379* NAVD 88     -                                                        
 OB0379  ___________________________________________________________________
 OB0379  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 OB0379  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 OB0379
 OB0379  HORZ ORDER  -  THIRD
 OB0379
 OB0379.The horizontal coordinates were established by classical geodetic methods
 OB0379.and adjusted by the National Geodetic Survey in March 1998..
 OB0379
 OB0379
 OB0379.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0379
 OB0379.The geoid height was determined by GEOID03.
 OB0379
 OB0379;                    North         East     Units Scale Factor Converg.
 OB0379;SPC ME E     -    19,694.881   234,455.660   MT  0.99995282   -0 33 52.6
 OB0379;SPC ME W     -   112,303.986   968,480.400   MT  1.00002432   +0 35 23.5
 OB0379;UTM  19      - 4,854,265.694   474,669.343   MT  0.99960789   -0 13 05.7
 OB0379
 OB0379                          SUPERSEDED SURVEY CONTROL
 OB0379
 OB0379  NAD 83(1992)-  43 50 27.73261(N)    069 18 54.36323(W) AD(       ) 4
 OB0379  NAD 83(1986)-  43 50 27.73764(N)    069 18 54.37024(W) AD(       ) 4
 OB0379  NAD 27      -  43 50 27.42700(N)    069 18 56.20200(W) AD(       ) 3
 OB0379
 OB0379.Superseded values are not recommended for survey control.
 OB0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0379.See file dsdata.txt to determine how the superseded data were derived.
 OB0379
 OB0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ7466954266(NAD 83)
 OB0379
 OB0379  HISTORY     - Date     Condition        Report By
 OB0379  HISTORY     - 1953     MONUMENTED       CGS
 OB0379
 OB0379                          STATION DESCRIPTION
 OB0379
 OB0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (PT)
 OB0379'THE STATION IS LOCATED ABOUT 4.0 MI. N OF MONHEGAN LIGHTHOUSE,
 OB0379'AND ABOUT 1.5 MI. S OF THE S TIP OF ALLEN ISLAND.  THE STATION
 OB0379'IS AN IRON SPINDLE, WITH WHEEL AND PENDANTS, WHICH IS ABOUT
 OB0379'28 FT. HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1918 ***********************************************************************
 OC1918  DESIGNATION -  OLD ORCHARD HOTEL FLAGPOLE HAR
 OC1918  PID         -  OC1918
 OC1918  STATE/COUNTY-  ME/YORK
 OC1918  USGS QUAD   -  OLD ORCHARD BEACH (1975)
 OC1918
 OC1918                         *CURRENT SURVEY CONTROL
 OC1918  ___________________________________________________________________
 OC1918* NAD 83(1996)-  43 30 57.13524(N)    070 22 41.09848(W)     ADJUSTED  
 OC1918* NAVD 88     -                                                        
 OC1918  ___________________________________________________________________
 OC1918  LAPLACE CORR-           3.43  (seconds)                    DEFLEC99
 OC1918  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 OC1918
 OC1918  HORZ ORDER  -  THIRD
 OC1918
 OC1918.The horizontal coordinates were established by classical geodetic methods
 OC1918.and adjusted by the National Geodetic Survey in March 1998..
 OC1918
 OC1918
 OC1918.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1918
 OC1918.The geoid height was determined by GEOID03.
 OC1918
 OC1918;                    North         East     Units Scale Factor Converg.
 OC1918;SPC ME W     -    75,846.476   882,906.403   MT  0.99997026   -0 08 44.1
 OC1918;UTM  19      - 4,819,026.372   388,618.425   MT  0.99975260   -0 56 56.3
 OC1918
 OC1918                          SUPERSEDED SURVEY CONTROL
 OC1918
 OC1918  NAD 83(1992)-  43 30 57.13376(N)    070 22 41.09972(W) AD(       ) 4
 OC1918  NAD 83(1986)-  43 30 57.13970(N)    070 22 41.10477(W) AD(       ) 4
 OC1918  NAD 27      -  43 30 56.82900(N)    070 22 42.93600(W) AD(       ) 3
 OC1918
 OC1918.Superseded values are not recommended for survey control.
 OC1918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1918.See file dsdata.txt to determine how the superseded data were derived.
 OC1918
 OC1918_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ8861819026(NAD 83)
 OC1918
 OC1918  HISTORY     - Date     Condition        Report By
 OC1918  HISTORY     - 1923     MONUMENTED       CGS
 OC1918
 OC1918                          STATION DESCRIPTION
 OC1918
 OC1918'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (OWS)
 OC1918'FLAGPOLE ON THE OLD ORCHARD HOUSE AT OLD ORCHARD.  THIS IS THE
 OC1918'LARGEST AND MOST PROMINENT HOTEL IN OLD ORCHARD.  IT IS IN THE
 OC1918'CENTER OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1920 ***********************************************************************
 OC1920  DESIGNATION -  OLD ORCHARD STANDPIPE
 OC1920  PID         -  OC1920
 OC1920  STATE/COUNTY-  ME/YORK
 OC1920  USGS QUAD   -  OLD ORCHARD BEACH (1975)
 OC1920
 OC1920                         *CURRENT SURVEY CONTROL
 OC1920  ___________________________________________________________________
 OC1920* NAD 83(1996)-  43 30 48.68627(N)    070 23 21.64012(W)     ADJUSTED  
 OC1920* NAVD 88     -                                                        
 OC1920  ___________________________________________________________________
 OC1920  LAPLACE CORR-           3.52  (seconds)                    DEFLEC99
 OC1920  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 OC1920
 OC1920  HORZ ORDER  -  THIRD
 OC1920
 OC1920.The horizontal coordinates were established by classical geodetic methods
 OC1920.and adjusted by the National Geodetic Survey in March 1998..
 OC1920
 OC1920
 OC1920.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1920
 OC1920.The geoid height was determined by GEOID03.
 OC1920
 OC1920;                    North         East     Units Scale Factor Converg.
 OC1920;SPC ME W     -    75,588.109   881,995.176   MT  0.99997065   -0 09 12.0
 OC1920;UTM  19      - 4,818,780.860   387,703.863   MT  0.99975511   -0 57 24.1
 OC1920
 OC1920                          SUPERSEDED SURVEY CONTROL
 OC1920
 OC1920  NAD 83(1992)-  43 30 48.68484(N)    070 23 21.64135(W) AD(       ) 4
 OC1920  NAD 83(1986)-  43 30 48.69084(N)    070 23 21.64720(W) AD(       ) 4
 OC1920  NAD 27      -  43 30 48.39200(N)    070 23 23.48100(W) AD(       ) 3
 OC1920
 OC1920.Superseded values are not recommended for survey control.
 OC1920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1920.See file dsdata.txt to determine how the superseded data were derived.
 OC1920
 OC1920_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ8770418781(NAD 83)
 OC1920_MARKER: 52 = STANDPIPE TANK
 OC1920
 OC1920  HISTORY     - Date     Condition        Report By
 OC1920  HISTORY     - 1923     FIRST OBSERVED   CGS
 OC1920  HISTORY     - 1941     GOOD             CGS
 OC1920  HISTORY     - 1943     GOOD             CGS
 OC1920  HISTORY     - 1975     GOOD             NGS
 OC1920
 OC1920                          STATION DESCRIPTION
 OC1920
 OC1920'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (OWS)
 OC1920'THIS STATION IS A BLACK STANDPIPE ABOUT 1/2 MILE FROM THE BEACH
 OC1920'AT OLD ORCHARD.  IT IS EVIDENTLY THE SAME TANK AS THE ONE BY
 OC1920'THE SAME NAME ON CHART 1205, BUT DOES NOT PLOT THE SAME.  IT
 OC1920'STANDS VERY PROMINENTLY ON THE SKY LINE.
 OC1920
 OC1920                          STATION RECOVERY (1941)
 OC1920
 OC1920'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1920'STATION IS THE VERY PROMINENT GRAY-PAINTED STANDPIPE STANDING
 OC1920'ABOUT 1/2 MILE W OF THE BEACH AT OLD ORCHARD.
 OC1920
 OC1920                          STATION RECOVERY (1943)
 OC1920
 OC1920'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 OC1920'STATION RECOVERED AND THE DESCRIPTION FOUND ADEQUATE FOR PRESENT
 OC1920'DAY RECOVERY.
 OC1920
 OC1920                          STATION RECOVERY (1975)
 OC1920
 OC1920'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 OC1920'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1943.
 OC1920'THE DESCRIPTION WAS FOUND TO BE ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1028 ***********************************************************************
 PD1028  DESIGNATION -  OLD ROAD
 PD1028  PID         -  PD1028
 PD1028  STATE/COUNTY-  ME/WASHINGTON
 PD1028  USGS QUAD   -  MACHIAS (1977)
 PD1028
 PD1028                         *CURRENT SURVEY CONTROL
 PD1028  ___________________________________________________________________
 PD1028* NAD 83(1996)-  44 41 25.25218(N)    067 27 01.27100(W)     ADJUSTED  
 PD1028* NAVD 88     -                                                        
 PD1028  ___________________________________________________________________
 PD1028  LAPLACE CORR-           4.99  (seconds)                    DEFLEC99
 PD1028  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 PD1028
 PD1028  HORZ ORDER  -  THIRD
 PD1028
 PD1028.The horizontal coordinates were established by classical geodetic methods
 PD1028.and adjusted by the National Geodetic Survey in March 1998..
 PD1028
 PD1028
 PD1028.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1028
 PD1028.The geoid height was determined by GEOID03.
 PD1028
 PD1028;                    North         East     Units Scale Factor Converg.
 PD1028;SPC ME E     -   114,271.687   383,197.636   MT  0.99998509   +0 44 17.6
 PD1028;UTM  19      - 4,949,720.869   622,792.131   MT  0.99978542   +1 05 23.9
 PD1028
 PD1028                          SUPERSEDED SURVEY CONTROL
 PD1028
 PD1028  NAD 83(1992)-  44 41 25.24830(N)    067 27 01.26876(W) AD(       ) 4
 PD1028  NAD 83(1986)-  44 41 25.24438(N)    067 27 01.27123(W) AD(       ) 4
 PD1028  NAD 27      -  44 41 24.96000(N)    067 27 03.30000(W) AD(       ) 3
 PD1028
 PD1028.Superseded values are not recommended for survey control.
 PD1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1028.See file dsdata.txt to determine how the superseded data were derived.
 PD1028
 PD1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK2279249721(NAD 83)
 PD1028
 PD1028  HISTORY     - Date     Condition        Report By
 PD1028  HISTORY     - UNK      MONUMENTED
 PD1028  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD1028
 PD1028                          STATION DESCRIPTION
 PD1028
 PD1028'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD1028'THE AREA AROUND THE PLOTTED POSITION WAS SEARCHED BY TWO MEN BUT
 PD1028'NO EVIDENCE OF THE STATION COULD BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1179 ***********************************************************************
 PF1179  DESIGNATION -  OLD SPECK MTN
 PF1179  PID         -  PF1179
 PF1179  STATE/COUNTY-  ME/OXFORD
 PF1179  USGS QUAD   -  OLD SPECK MOUNTAIN (1984)
 PF1179
 PF1179                         *CURRENT SURVEY CONTROL
 PF1179  ___________________________________________________________________
 PF1179* NAD 83(1996)-  44 34 14.90644(N)    070 57 13.29990(W)     ADJUSTED  
 PF1179* NAVD 88     -      1275.8    (meters)    4186.     (feet)  VERTCON   
 PF1179  ___________________________________________________________________
 PF1179  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 PF1179  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 PF1179
 PF1179  HORZ ORDER  -  SECOND
 PF1179
 PF1179.The horizontal coordinates were established by classical geodetic methods
 PF1179.and adjusted by the National Geodetic Survey in March 1998..
 PF1179
 PF1179.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF1179.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF1179
 PF1179.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1179
 PF1179.The geoid height was determined by GEOID03.
 PF1179
 PF1179;                    North         East     Units Scale Factor Converg.
 PF1179;SPC ME W     -   193,339.428   837,485.881   MT  1.00001471   -0 33 08.4
 PF1179;SPC NH       -   230,312.902   356,631.837   MT  1.00000609   +0 30 01.3
 PF1179;SPC NH       -   755,618.25  1,170,049.62   sFT  1.00000609   +0 30 01.3
 PF1179;UTM  19      - 4,937,130.785   344,873.287   MT  0.99989594   -1 22 16.9
 PF1179
 PF1179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1179!SPC ME W     -   0.99980412  x   1.00001471  =   0.99981883
 PF1179!SPC NH       -   0.99980412  x   1.00000609  =   0.99981021
 PF1179!UTM  19      -   0.99980412  x   0.99989594  =   0.99970008
 PF1179
 PF1179|---------------------------------------------------------------------|
 PF1179| PID    Reference Object                     Distance      Geod. Az  |
 PF1179|                                                           dddmmss.s |
 PF1179| CE8594 OLD SPECK MTN RM 1                   21.932 METERS 03508     |
 PF1179| PF0927 FOREST                              APPROX.22.3 KM 2402659.6 |
 PF1179| CE8595 OLD SPECK MTN RM 2                   11.211 METERS 28700     |
 PF1179|---------------------------------------------------------------------|
 PF1179
 PF1179                          SUPERSEDED SURVEY CONTROL
 PF1179
 PF1179  NAD 83(1992)-  44 34 14.90659(N)    070 57 13.30079(W) AD(       ) 2
 PF1179  NAD 83(1992)-  44 34 14.90867(N)    070 57 13.29803(W) AD(       ) 2
 PF1179  NAD 83(1986)-  44 34 14.91255(N)    070 57 13.30569(W) AD(       ) 2
 PF1179  NAD 27      -  44 34 14.70830(N)    070 57 15.02790(W) AD(       ) 2
 PF1179  NGVD 29 (07/19/86) 1275.9    (m)         4186.     (f) VERT ANG       
 PF1179
 PF1179.Superseded values are not recommended for survey control.
 PF1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1179.See file dsdata.txt to determine how the superseded data were derived.
 PF1179
 PF1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK4487337131(NAD 83)
 PF1179_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PF1179_SETTING: 66 = SET IN ROCK OUTCROP
 PF1179
 PF1179  HISTORY     - Date     Condition        Report By
 PF1179  HISTORY     - 1959     MONUMENTED       CGS
 PF1179
 PF1179                          STATION DESCRIPTION
 PF1179
 PF1179'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (HRL)
 PF1179'STATION IS LOCATED ABOUT 14 MILES NORTHWEST OF BETHEL, ABOUT 13
 PF1179'MILES NORTHEAST OF BERLIN, NEW HAMPSHIRE AND ABOUT 3-1/2
 PF1179'MILES EAST OF THE MAINE-NEW HAMPSHIRE STATE LINE ON OLD SPECK
 PF1179'MOUNTAIN.  STATION IS LOCATED ALONG THE APPALACHIAN TRAIL AT
 PF1179'ABOUT THE APPROXIMATE CENTER OF REMAINS OF A LOOKOUT TOWER AND 12
 PF1179'FEET NORTHEAST OF THE SOUTHWEST EDGE OF CLEARING.  STATION IS
 PF1179'MARKED BY A STANDARD DISK SET FLUSH IN A DRILL HOLE IN
 PF1179'OUTCROPPING ROCK AND THE DISK IS STAPED OLD SPECK MTN 1959.
 PF1179'
 PF1179'REFERENCE MARK NO. 1 IS 17 FEET NORTHEAST OF THE NORTHEAST EDGE
 PF1179'OF CLEARING.  THE MARK IS A STANDARD DISK CEMENTED FLUSH IN A DRILL
 PF1179'HOLE IN A BOULDER WHICH PROJECTS ABOUT 3 FEET AND THE DISK IS
 PF1179'STAMPED OLD SPECK MTN NO 1 1959.
 PF1179'
 PF1179'REFERENCE MARK NO. 2 IS IN THE WEST CORNER OF CLEARING AND IN THE
 PF1179'TRAIL.  THE MARK IS A STANDARD DISK CEMENTED FLUSH IN A DRILL HOLE
 PF1179'IN OUTCROPPING ROCK AND THE DISK IS STAMPED OLD SPECK MTN NO 2
 PF1179'1959.
 PF1179'
 PF1179'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND STATE
 PF1179'HIGHWAYS 5 AND 26 IN NEWRY GO NORTHWEST ON STATE HIGHWAY 26 FOR 2.3
 PF1179'MILES TO THE NEWRY POST OFFICE ON THE RIGHT.  CONTINUE FOR 2.9
 PF1179'MILES TO THE NEWRY COMMUNITY CHURCH ON THE RIGHT.  CONTINUE ON
 PF1179'STATE HIGHWAY 26 FOR 7.0 MILES TO FOREST SERVICE SIGN AND SIDE
 PF1179'ROAD LEFT.  TURN LEFT AND GO ABOUT 100 YARDS TO A SHELTERED
 PF1179'PICNIC TABLE, AND ETT.  PACK STRAIGHT AHEAD UP RIDGE ON TRAIL FOR
 PF1179'ABOUT 1.2 MILES TO FIRE WARDENS CABIN.  AFTER LEAVING CABIN THE
 PF1179'TRAIL CROSSES BROOK AND GOES SOUTH UP RIDGE TO SUMMIT WHICH IS
 PF1179'ABOUT 0.5 MILE.  TRAIL IS PART OF THE APPALACHIAN TRAIL AND IS
 PF1179'WELL MARKED BUT STEEP ALL THE WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2528 ***********************************************************************
 PE2528  FBN         -  This is a Federal Base Network Control Station.
 PE2528  PACS        -  This is a Primary Airport Control Station.
 PE2528  DESIGNATION -  OLD TOWN
 PE2528  PID         -  PE2528
 PE2528  STATE/COUNTY-  ME/PENOBSCOT
 PE2528  USGS QUAD   -  OLD TOWN (1988)
 PE2528
 PE2528                         *CURRENT SURVEY CONTROL
 PE2528  ___________________________________________________________________
 PE2528* NAD 83(1996)-  44 57 08.73670(N)    068 40 24.38420(W)     ADJUSTED  
 PE2528* NAVD 88     -        37.77   (meters)     123.9    (feet)  GPS OBS   
 PE2528  ___________________________________________________________________
 PE2528  X           -   1,644,333.799 (meters)                     COMP
 PE2528  Y           -  -4,211,728.258 (meters)                     COMP
 PE2528  Z           -   4,483,617.791 (meters)                     COMP
 PE2528  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 PE2528  ELLIP HEIGHT-          13.18  (meters)          (04/26/01) GPS OBS
 PE2528  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 PE2528
 PE2528  HORZ ORDER  -  A
 PE2528  ELLP ORDER  -  FOURTH    CLASS I
 PE2528
 PE2528.This mark is at Dewitt Fld,old Town Mun Airport (OLD)
 PE2528
 PE2528.The horizontal coordinates were established by GPS observations
 PE2528.and adjusted by the National Geodetic Survey in July 1997..
 PE2528
 PE2528.The orthometric height was determined by GPS observations and a
 PE2528.high-resolution geoid model.
 PE2528
 PE2528.GPS derived orthometric heights for airport stations designated as
 PE2528.PACS or SACS are published to 2 decimal places.  This maintains
 PE2528.centimeter relative accuracy between the PACS and SACS.  It does
 PE2528.not indicate centimeter accuracy relative to other marks which are
 PE2528.part of the NAVD 88 network.
 PE2528
 PE2528.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PE2528
 PE2528.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2528
 PE2528.The ellipsoidal height was determined by GPS observations
 PE2528.and is referenced to NAD 83.
 PE2528
 PE2528.The geoid height was determined by GEOID03.
 PE2528
 PE2528;                    North         East     Units Scale Factor Converg.
 PE2528;SPC ME E     -   142,871.820   286,314.857   MT  0.99990230   -0 07 21.1
 PE2528;UTM  19      - 4,977,717.514   525,759.209   MT  0.99960816   +0 13 50.6
 PE2528
 PE2528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2528!SPC ME E     -   0.99999793  x   0.99990230  =   0.99990023
 PE2528!UTM  19      -   0.99999793  x   0.99960816  =   0.99960609
 PE2528
 PE2528|---------------------------------------------------------------------|
 PE2528| PID    Reference Object                     Distance      Geod. Az  |
 PE2528|                                                           dddmmss.s |
 PE2528| PE2529 OLD TOWN AZ MK                      309.208 METERS 03236     |
 PE2528| PE2625 OLD TOWN ANTENNA                    286.647 METERS 12157     |
 PE2528| AB2663 OLD A                               APPROX. 0.5 KM 2044249.6 |
 PE2528|---------------------------------------------------------------------|
 PE2528
 PE2528                          SUPERSEDED SURVEY CONTROL
 PE2528
 PE2528  ELLIP H (07/24/97)   13.14   (m)                       GP(       ) 3 2
 PE2528  NAD 83(1992)-  44 57 08.73636(N)    068 40 24.38345(W) AD(1995.00) B
 PE2528  ELLIP H (04/19/96)   13.14   (m)                       GP(1995.00) 3 1
 PE2528  NAD 83(1992)-  44 57 08.73438(N)    068 40 24.38240(W) AD(       ) A
 PE2528  ELLIP H (04/16/93)   13.13   (m)                       GP(       ) 3 1
 PE2528  NAD 83(1986)-  44 57 08.74180(N)    068 40 24.39367(W) AD(       ) 1
 PE2528  NGVD 29 (11/20/87)   38.1    (m)          125.     (f) GPS OBS        
 PE2528
 PE2528.Superseded values are not recommended for survey control.
 PE2528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2528.See file dsdata.txt to determine how the superseded data were derived.
 PE2528
 PE2528_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK2575977718(NAD 83)
 PE2528_MARKER: DH = HORIZONTAL CONTROL DISK
 PE2528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE2528_SP_SET: CONCRETE POST
 PE2528_STAMPING: OLD TOWN 1985
 PE2528_MARK LOGO: NGS   
 PE2528_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE2528+STABILITY: SURFACE MOTION
 PE2528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE2528+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2000
 PE2528
 PE2528  HISTORY     - Date     Condition        Report By
 PE2528  HISTORY     - 1985     MONUMENTED       NGS
 PE2528  HISTORY     - 1985     GOOD             NGS
 PE2528  HISTORY     - 1986     GOOD             NGS
 PE2528  HISTORY     - 19881201 GOOD             NGS
 PE2528  HISTORY     - 19890110 GOOD
 PE2528  HISTORY     - 19920629 GOOD             NGS
 PE2528  HISTORY     - 19951011 GOOD             CHANCE
 PE2528  HISTORY     - 19960702 GOOD             NGS
 PE2528  HISTORY     - 20000414 GOOD             NGS
 PE2528
 PE2528                          STATION DESCRIPTION
 PE2528
 PE2528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (MRM)
 PE2528'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI)
 PE2528'NORTHWEST OF OLD TOWN,
 PE2528'2.4 KM (1.5 MI) EAST OF INTERSTATE HIGHWAY 95 EXIT 52, AT THE OLD
 PE2528'TOWN MUNICIPAL AIRPORT, IN THE WEST ANGLE OF THE RUNWAYS.
 PE2528'OWNERSHIP--TOWN OF OLD TOWN, PETER CALIENDO - AIRPORT MANAGER, P.O.
 PE2528'BOX 558, OLD TOWN ME 04468, PHONE 207-827-5911.
 PE2528'
 PE2528'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 AND
 PE2528'STATE HIGHWAY 43 (EXIT 52) NEAR OLD TOWN, GO
 PE2528'SOUTHEAST FOR 1.0 KM (0.65 MI) ON HIGHWAY 43 TO THE JUNCTION OF
 PE2528'STATE HIGHWAY 16.  CONTINUE AHEAD FOR 2.1 KM (1.3 MI) TO A PAVED
 PE2528'ROAD LEFT.  TURN LEFT AND GO NORTH FOR 0.6 KM (0.4 MI) ON THE PAVED
 PE2528'ROAD TO A FORK.  FOLLOW THE LEFT FORK AND GO 0.2 KM (0.15 MI) TO A
 PE2528'GATE AT THE AIRPORT.  PASS THROUGH GATE AND FOLLOW RAMP FOR 0.2 KM
 PE2528'(0.1 MI) TO RUNWAY 12-30.  TURN LEFT AND GO NORTHWEST FOR 0.2 KM
 PE2528'(0.1 MI) ALONG THE RUNWAY TO THE STATION ACROSS RUNWAY 4-22.
 PE2528'
 PE2528'THE STATION IS A STANDARD NGS DISK
 PE2528'STAMPED---OLD TOWN 1985---,
 PE2528'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 PE2528'30 CM IN DIAMETER PROJECTING 1 CM ABOVE GROUND.  LOCATED
 PE2528'54.1 METERS (177.5 FT) SOUTHWEST FROM THE APPROXIMATE CENTER OF
 PE2528'RUNWAY 12-30,
 PE2528'30.4 METERS (99.7 FT) NORTHWEST FROM THE APPROXIMATE CENTER OF
 PE2528'RUNWAY 4-22,
 PE2528'21.3 METERS (69.9 FT) WEST-SOUTHWEST FROM THE CENTER OF A ROUND
 PE2528'DRAIN COVER,
 PE2528'6 METERS (19.7 FT) SOUTHWEST FROM A SLIGHT SWALE AND
 PE2528'0.6 METERS (2.0 FT) SOUTHEAST FROM A CARSONITE WITNESS POST.
 PE2528'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 PE2528'STAMPED---OLD TOWN 1985---,
 PE2528'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 PE2528'
 PE2528'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK
 PE2528'STAMPED---OLD TOWN 1985---,
 PE2528'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 PE2528'30 CM IN DIAMETER PROJECTING 1 CM ABOVE GROUND.  LOCATED
 PE2528'29.7 METERS (97.4 FT) SOUTHWEST FROM THE APPROXIMATE CENTER OF RAMP
 PE2528'(OLD RUNWAY),
 PE2528'27.2 METERS (89.2 FT) SOUTHEAST FROM THE APPROXIMATE CENTER OF
 PE2528'RUNWAY 4-22,
 PE2528'7.7 METERS (25.3 FT) SOUTH FROM THE CENTER OF A ROUND GRATING AT
 PE2528'JUNCTION OF PAVEMENT EDGES,
 PE2528'4.5 METERS (14.8 FT) WEST-NORTHWEST FROM A CONCRETE PAD
 PE2528'ENGRAVED ---VASI--- AND
 PE2528'0.7 METERS (2.3 FT) NORTHWEST FROM A CARSONITE WITNESS POST.
 PE2528'TO REACH THE AZIMUTH FROM THE STATION,
 PE2528'GO NORTHEAST FOR 0.3 KM (0.2 MI) ALONG RUNWAY 4-22 TO THE MARK ON
 PE2528'EAST SIDE OF RUNWAY AT RAMP.
 PE2528'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 PE2528'STAMPED---OLD TOWN 1985---,
 PE2528'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 PE2528'
 PE2528'NO REFERENCE MARKS WERE SET AT THIS TIME.
 PE2528'
 PE2528'FAA AIRPORT SURVEYS, MAINE, OCTOBER-NOVEMBER 1985.
 PE2528'
 PE2528'THIS STATION SUITABLE FOR GPS SURVEYS.
 PE2528'
 PE2528'DESCRIBED BY G.R. HEID.
 PE2528
 PE2528                          STATION RECOVERY (1985)
 PE2528
 PE2528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PE2528'RECOVERED IN GOOD CONDITION.
 PE2528
 PE2528                          STATION RECOVERY (1986)
 PE2528
 PE2528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (REP)
 PE2528'THE STATION WAS RECOVERED AT THIS DATE.
 PE2528'
 PE2528'SOUTHEAST MAINE SUBSIDENCE NETWORK, AUGUST 1986.
 PE2528'
 PE2528'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 PE2528'
 PE2528'DESCRIBED BY R.T. WOODRUFF.
 PE2528
 PE2528                          STATION RECOVERY (1988)
 PE2528
 PE2528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 PE2528'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW AND COMPLETE
 PE2528'DESCRIPTION FOLLOWS.
 PE2528'THE STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) NORTHWEST OF OLD TOWN,
 PE2528'2.4 KM (1.50 MI) EAST OF INTERSTATE HIGHWAY 95 EXIT 52 AND AT THE OLD
 PE2528'TOWN MUNICIPAL AIRPORT IN THE WEST ANGLE OF THE RUNWAYS.
 PE2528'OWNERSHIP--TOWN OF OLD TOWN, PETER CALIENDO - AIRPORT MANAGER, P O BOX
 PE2528'558, OLD TOWN ME 04468.  PHONE 207-827-5911.
 PE2528'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 AND
 PE2528'STATE HIGHWAY 43 (EXIT 52) NEAR OLD TOWN, GO SOUTHEAST FOR 1.05 KM
 PE2528'(0.65 MI) ON HIGHWAY 43 TO THE JUNCTION OF STATE HIGHWAY 16.  CONTINUE
 PE2528'AHEAD FOR 2.1 KM (1.30 MI) TO A PAVED ROAD LEFT AND SIGN DEWITT FIELD
 PE2528'OLD TOWN MUNICIPAL AIRPORT.  TURN LEFT AND GO NORTH FOR 0.6 KM
 PE2528'(0.35 MI) ON THE PAVED ROAD TO A FORK.  FOLLOW THE LEFT FORK AND GO
 PE2528'0.4 KM (0.25 MI) TO A GATE AT THE AIRPORT.  PASS THROUGH GATE AND
 PE2528'FOLLOW RAMP FOR 0.2 KM (0.10 MI) TO RUNWAY 12-30.  TURN LEFT AND GO
 PE2528'NORTHWEST FOR 0.2 KM (0.10 MI) ALONG THE RUNWAY, CROSSING RUNWAY4-22,
 PE2528'AND THE STATION ON THE LEFT.
 PE2528'THE STATION IS A STANDARD NGS HORIZONTAL DISK SET INTO THE TOP OF A
 PE2528'ROUND CONCRETE MONUMENT 30 CM IN DIAMETER PROJECTING 1 CM ABOVE
 PE2528'GROUND.  LOCATED 54.1 M (177.5 FT) SOUTHWEST FROM THE APPROXIMATE
 PE2528'CENTER OF RUNWAY 12-30, 30.4 M (99.7 FT) NORTHWEST FROM THE
 PE2528'APPROXIMATE CENTER OF RUNWAY 4-22, 21.3 M (69.9 FT) WEST-SOUTHWEST
 PE2528'FROM THE CENTER OF A ROUND DRAIN COVER, 6.0 M (19.7 FT) SOUTHWEST FROM
 PE2528'A SLIGHT SWALE AND O.6 M SOUTHEAST FROM A CARSONITE WITNESS POST.
 PE2528'(1985 DESCRIPTION STATES THERE IS AN UNDERGROUND MARK.)
 PE2528'SOUTHEAST MAINE SUBSIDENCE NETWORK, OCTOBER 1988.
 PE2528'DESCRIBED BY G.R. HEID.
 PE2528
 PE2528                          STATION RECOVERY (1989)
 PE2528
 PE2528'RECOVERED 1989
 PE2528'RECOVERED IN GOOD CONDITION.
 PE2528
 PE2528                          STATION RECOVERY (1992)
 PE2528
 PE2528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 PE2528'THE STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) NORTHWEST OF OLD TOWN,
 PE2528'2.4 KM (1.50 MI) EAST OF INTERSTATE HIGHWAY 95 EXIT 52, AT THE OLD
 PE2528'TOWN MUNICIPAL AIRPORT, IN THE WEST ANGLE OF RUNWAYS.
 PE2528'OWNERSHIP--TOWN OF OLD TOWN, ALTON BOUCHARD, MANAGER, DEWITT FIELD,
 PE2528'P.O. BOX 558, OLD TOWN ME 04468, PHONE 207-827-5911 OR 827-5912.
 PE2528'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 AND
 PE2528'STATE ROUTE 43 (EXIT 52) NEAR OLD TOWN, GO EAST 1.05 KM (0.65 MI) ON
 PE2528'HIGHWAY 43 TO THE JUNCTION OF STATE HIGHWAY 16.  CONTINUE AHEAD FOR
 PE2528'2.1 KM (1.30 MI) TO A PAVED ROAD LEFT AND SIGN, DEWITT FIELD OLD TOWN
 PE2528'MUNICIPAL AIRPORT.  TURN LEFT AND GO NORTH 0.6 KM (0.35 MI) ON THE
 PE2528'PAVED ROAD TO A FORK.  FOLLOW THE LEFT FORK AND GO 0.4 KM (0.25 MI)
 PE2528'TO A GATE AT AIRPORT.  PASS THROUGH GATE AND FOLLOW RAMP 0.2 KM
 PE2528'(0.10 MI) TO RUNWAY 12-30.  TURN LEFT AND GO 0.2 KM (0.10 MI) ALONG
 PE2528'RUNWAY, CROSSING RUNWAY 4-22, TO THE STATION ON THE LEFT, IN FORK OF
 PE2528'THE TWO RUNWAYS.
 PE2528'LOCATED 54.1 M (177.5 FT) SOUTHWEST FROM THE APPROXIMATE CENTERLINE OF
 PE2528'RUNWAY 12-30, 30.4 M (99.7 FT) NORTHWEST FROM THE APPROXIMATE
 PE2528'CENTERLINE OF RUNWAY 4-22, 21.3 M (69.9 FT) WEST-SOUTHWEST FROM THE
 PE2528'CENTER OF A DRAIN COVER AND 0.6 M (2.0 FT) SOUTHEST FROM A WITNESS
 PE2528'POST.
 PE2528
 PE2528                          STATION RECOVERY (1995)
 PE2528
 PE2528'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KB)
 PE2528'RECOVERED AS DESCRIBED WITH THE FOLLOWING INFORMATION-  THIS STATION
 PE2528'IS DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION (PACS) - MAINE ANA
 PE2528'SURVEYS 1995
 PE2528
 PE2528                          STATION RECOVERY (1996)
 PE2528
 PE2528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 PE2528'THE STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) NORTHWEST OF OLD TOWN,
 PE2528'2.4 KM (1.50 MI) EAST OF INTERSTATE HIGHWAY 95 EXIT 52, AT THE OLD
 PE2528'TOWN MUNICIPAL AIRPORT, IN THE WEST ANGLE OF RUNWAYS. OWNERSHIP--TOWN
 PE2528'OF OLD TOWN, ALTON BOUCHARD, MANAGER, DEWITT FIELD, P.O.  BOX 558, OLD
 PE2528'TOWN ME 04468, PHONE 207-827-5911 OR 827-5912.  TO REACH THE STATION
 PE2528'FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 AND STATE ROUTE 43 (EXIT
 PE2528'52) NEAR OLD TOWN, GO EAST 1.05 KM (0.65 MI) ON HIGHWAY 43 TO THE
 PE2528'JUNCTION OF STATE HIGHWAY 16, CONTINUE AHEAD AND GO EAST FOR 2.1 KM
 PE2528'(1.30 MI) TO A PAVED ROAD LEFT AND SIGN, DEWITT FIELD OLD TOWN
 PE2528'MUNICIPAL AIRPORT, TURN LEFT AND GO NORTH 0.6 KM (0.35 MI) ON THE
 PE2528'PAVED ROAD TO A FORK, BEAR LEFT GO NORTHERLY FOLLOWING THE PAVED ROAD
 PE2528'FOR 0.4 KM (0.25 MI) TO A GATE AT AIRPORT, PASS THROUGH GATE AND GO
 PE2528'NORTH ON THE APRON THEN ON A CONNECTOR TAXIWAY FOR 0.2 KM (0.10 MI) TO
 PE2528'RUNWAY 12-30, TURN LEFT AND GO NORTHWEST ON THE RUNWAY FOR 0.2 KM
 PE2528'(0.10 MI) CROSSING RUNWAY 4-22 TO THE STATION ON THE LEFT.  THE
 PE2528'STATION IS LOCATED 54.1 M (177.5 FT) SOUTHWEST FROM THE APPROXIMATE
 PE2528'CENTERLINE OF RUNWAY 12-30, 30.4 M (99.7 FT) NORTHWEST FROM THE
 PE2528'APPROXIMATE CENTERLINE OF RUNWAY 4-22, 21.3 M (69.9 FT) WEST-SOUTHWEST
 PE2528'FROM THE CENTER OF A DRAIN COVER AND 0.6 M (2.0 FT) SOUTHEAST FROM A
 PE2528'WITNESS POST.  THIS IS THE PRIMARY AIRPORT CONTROL STATION.
 PE2528
 PE2528                          STATION RECOVERY (2000)
 PE2528
 PE2528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 PE2528'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2625 ***********************************************************************
 PE2625  DESIGNATION -  OLD TOWN ANTENNA
 PE2625  PID         -  PE2625
 PE2625  STATE/COUNTY-  ME/PENOBSCOT
 PE2625  USGS QUAD   -  OLD TOWN (1988)
 PE2625
 PE2625                         *CURRENT SURVEY CONTROL
 PE2625  ___________________________________________________________________
 PE2625* NAD 83(1996)-  44 57 03.82221(N)    068 40 13.28902(W)     ADJUSTED  
 PE2625* NAVD 88     -        45.     (meters)     148.     (feet)  GPS OBS   
 PE2625  ___________________________________________________________________
 PE2625  X           -   1,644,601.280 (meters)                     COMP
 PE2625  Y           -  -4,211,744.621 (meters)                     COMP
 PE2625  Z           -   4,483,515.760 (meters)                     COMP
 PE2625  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 PE2625  ELLIP HEIGHT-          20.73  (meters)          (01/09/02) GPS OBS
 PE2625  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 PE2625
 PE2625  HORZ ORDER  -  THIRD
 PE2625  ELLP ORDER  -  FIFTH     CLASS I
 PE2625
 PE2625.The horizontal coordinates were established by GPS observations
 PE2625.and adjusted by the National Geodetic Survey in January 2002..
 PE2625
 PE2625.The orthometric height was determined by GPS observations and a
 PE2625.high-resolution geoid model.
 PE2625.No vertical observational check was made to the station.
 PE2625
 PE2625.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PE2625
 PE2625.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2625
 PE2625.The ellipsoidal height was determined by GPS observations
 PE2625.and is referenced to NAD 83.
 PE2625
 PE2625.The geoid height was determined by GEOID03.
 PE2625
 PE2625;                    North         East     Units Scale Factor Converg.
 PE2625;SPC ME E     -   142,719.610   286,557.721   MT  0.99990222   -0 07 13.3
 PE2625;UTM  19      - 4,977,566.849   526,002.935   MT  0.99960831   +0 13 58.4
 PE2625
 PE2625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2625!SPC ME E     -   0.99999675  x   0.99990222  =   0.99989897
 PE2625!UTM  19      -   0.99999675  x   0.99960831  =   0.99960506
 PE2625
 PE2625|---------------------------------------------------------------------|
 PE2625| PID    Reference Object                     Distance      Geod. Az  |
 PE2625|                                                           dddmmss.s |
 PE2625| PE2528 OLD TOWN                            286.647 METERS 30157     |
 PE2625|---------------------------------------------------------------------|
 PE2625
 PE2625                          SUPERSEDED SURVEY CONTROL
 PE2625
 PE2625  NAD 83(1986)-  44 57 03.82733(N)    068 40 13.29878(W) AD(       ) 3
 PE2625  NAD 83(1992)-  44 57 03.81991(N)    068 40 13.28725(W) AD(       ) 3
 PE2625  ELLIP H (04/16/93)   20.69   (m)                       GP(       ) 4 2
 PE2625
 PE2625.Superseded values are not recommended for survey control.
 PE2625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2625.See file dsdata.txt to determine how the superseded data were derived.
 PE2625
 PE2625_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK2600377567(NAD 83)
 PE2625_MARKER: Z = SEE DESCRIPTION
 PE2625_SETTING: 0 = UNSPECIFIED SETTING
 PE2625_MARK LOGO: NGS   
 PE2625_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PE2625_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE2625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE2625+SATELLITE: SATELLITE OBSERVATIONS - 1992
 PE2625
 PE2625  HISTORY     - Date     Condition        Report By
 PE2625  HISTORY     - 1992     MONUMENTED       NGS
 PE2625
 PE2625                          STATION DESCRIPTION
 PE2625
 PE2625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 PE2625'THE STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) NORTHWEST OF OLD TOWN,
 PE2625'2.4 KM (1.50 MI) EAST OF INTERSTATE HIGHWAY 95 (EXIT 52) AND AT THE
 PE2625'OLD TOWN AIRPORT.  OWNERSHIP--TOWN OF OLD TOWN, ALTON BOUCHARD,
 PE2625'AIRPORT MANAGER, DEWITT FIELD, P.O. BOX 558, OLD TOWN ME 04468, PHONE
 PE2625'207-827-5911OR 827-5912.
 PE2625'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 AND
 PE2625'STATE ROUTE 43 (EXIT 52) NEAR OLD TOWN, GO EAST 1.05 KM (0.65 MI) ON
 PE2625'HIGHWAY 43 TO THE JUNCTION OF STATE HIGHWAY 16.  CONTINUE AHEAD FOR
 PE2625'2.1 KM (1.30 MI) TO A PAVED ROAD LEFT AND SIGN DEWITT FIELD OLD TOWN
 PE2625'AIRPORT.  TURN LEFT AND GO NORTH FOR 0.6 KM (0.35 MI) ON THE PAVED
 PE2625'ROAD TO A FORK.  FOLLOW THE LEFT FORK FOR 0.4 KM (0.25 MI) TO A TWO
 PE2625'STORY BUILDING (CENTRAL MAIN FLYING SERVICE).
 PE2625'STATION IS A U.S. PENNY WITH A HOLE IN THE CENTER.  LOCATED ON TOP OF
 PE2625'TWO STORY BUILDING ON A 4.7 FT (1.4 M) BY 11.9 FT (3.6 M)  WOOD
 PE2625'BUILDING, 4.5 FT (1.4 M) SOUTHEAST FROM THE NORTHWEST INN OF WOOD
 PE2625'BUILDING AND 7.5 FT (2.3 M) SOUTHEAST FROM THE SOUTHWEST END OF THE
 PE2625'WOOD BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2529 ***********************************************************************
 PE2529  DESIGNATION -  OLD TOWN AZ MK
 PE2529  PID         -  PE2529
 PE2529  STATE/COUNTY-  ME/PENOBSCOT
 PE2529  USGS QUAD   -  OLD TOWN (1988)
 PE2529
 PE2529                         *CURRENT SURVEY CONTROL
 PE2529  ___________________________________________________________________
 PE2529* NAD 83(1996)-  44 57 17.17450(N)    068 40 16.78253(W)     ADJUSTED  
 PE2529* NAVD 88     -        36.6    (meters)     120.     (feet)  GPS OBS   
 PE2529  ___________________________________________________________________
 PE2529  X           -   1,644,421.772 (meters)                     COMP
 PE2529  Y           -  -4,211,495.435 (meters)                     COMP
 PE2529  Z           -   4,483,801.274 (meters)                     COMP
 PE2529  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 PE2529  ELLIP HEIGHT-          11.98  (meters)          (02/22/02) GPS OBS
 PE2529  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 PE2529
 PE2529  HORZ ORDER  -  THIRD
 PE2529  ELLP ORDER  -  FIFTH     CLASS I
 PE2529
 PE2529.This mark is at Dewitt Fld,old Town Mun Airport (OLD)
 PE2529
 PE2529.The horizontal coordinates were established by GPS observations
 PE2529.and adjusted by the National Geodetic Survey in February 2002..
 PE2529
 PE2529.The orthometric height was determined by GPS observations and a
 PE2529.high-resolution geoid model.
 PE2529
 PE2529.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PE2529
 PE2529.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2529
 PE2529.The ellipsoidal height was determined by GPS observations
 PE2529.and is referenced to NAD 83.
 PE2529
 PE2529.The geoid height was determined by GEOID03.
 PE2529
 PE2529;                    North         East     Units Scale Factor Converg.
 PE2529;SPC ME E     -   143,131.912   286,482.020   MT  0.99990225   -0 07 15.8
 PE2529;UTM  19      - 4,977,978.555   525,924.716   MT  0.99960826   +0 13 56.0
 PE2529
 PE2529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2529!SPC ME E     -   0.99999812  x   0.99990225  =   0.99990037
 PE2529!UTM  19      -   0.99999812  x   0.99960826  =   0.99960638
 PE2529
 PE2529|---------------------------------------------------------------------|
 PE2529| PID    Reference Object                     Distance      Geod. Az  |
 PE2529|                                                           dddmmss.s |
 PE2529| PE2528 OLD TOWN                            309.208 METERS 21236     |
 PE2529|---------------------------------------------------------------------|
 PE2529
 PE2529                          SUPERSEDED SURVEY CONTROL
 PE2529
 PE2529  ELLIP H (01/09/02)   12.04   (m)                       GP(       ) 5 1
 PE2529  NAD 83(1996)-  44 57 17.17416(N)    068 40 16.78179(W) AD(       ) 3
 PE2529  ELLIP H (09/29/97)   11.94   (m)                       GP(       ) 5 1
 PE2529  NAD 83(1992)-  44 57 17.17234(N)    068 40 16.78078(W) AD(       ) 3
 PE2529  NAD 83(1992)-  44 57 17.17234(N)    068 40 16.78078(W) AD(       ) 3
 PE2529  ELLIP H (04/16/93)   11.93   (m)                       GP(       ) 4 2
 PE2529  NAD 83(1986)-  44 57 17.18009(N)    068 40 16.79398(W) AD(       ) 1
 PE2529  NGVD 29 (11/20/87)   36.9    (m)          121.     (f) GPS OBS        
 PE2529
 PE2529.Superseded values are not recommended for survey control.
 PE2529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2529.See file dsdata.txt to determine how the superseded data were derived.
 PE2529
 PE2529_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK2592577979(NAD 83)
 PE2529_MARKER: DZ = AZIMUTH MARK DISK
 PE2529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE2529_SP_SET: CONCRETE POST
 PE2529_STAMPING: OLD TOWN 1985
 PE2529_MARK LOGO: NGS   
 PE2529_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE2529+STABILITY: SURFACE MOTION
 PE2529_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE2529+SATELLITE: SATELLITE OBSERVATIONS - July 02, 1996
 PE2529
 PE2529  HISTORY     - Date     Condition        Report By
 PE2529  HISTORY     - 1985     MONUMENTED       NGS
 PE2529  HISTORY     - 1985     GOOD             NGS
 PE2529  HISTORY     - 19921014 GOOD             NGS
 PE2529  HISTORY     - 19951011 GOOD             CHANCE
 PE2529  HISTORY     - 19960702 GOOD             NGS
 PE2529
 PE2529                          STATION DESCRIPTION
 PE2529
 PE2529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (MRM)
 PE2529'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI)
 PE2529'NORTHWEST OF OLD TOWN,
 PE2529'2.4 KM (1.5 MI) EAST OF INTERSTATE HIGHWAY 95 EXIT 52, AT THE OLD
 PE2529'TOWN MUNICIPAL AIRPORT, IN THE SOUTH ANGLE OF RUNWAY 4-22 AND A
 PE2529'RAMP (FORMERLY A RUNWAY).
 PE2529'OWNERSHIP--TOWN OF OLD TOWN, PETER CALIENDO - AIRPORT MANAGER, P.O.
 PE2529'BOX 558, OLD TOWN ME 04468, PHONE 207-827-5911.
 PE2529'
 PE2529'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 AND
 PE2529'STATE HIGHWAY 43 (EXIT 52) NEAR OLD TOWN, GO
 PE2529'SOUTHEAST FOR 1.0 KM (0.65 MI) ON HIGHWAY 43 TO THE JUNCTION OF
 PE2529'STATE HIGHWAY 16.  CONTINUE AHEAD FOR 2.1 KM (1.3 MI) ON HIGHWAY 43
 PE2529'TO A PAVED ROAD LEFT.
 PE2529'TURN LEFT AND GO NORTH FOR 0.6 KM (0.4 MI) ON THE PAVED ROAD TO A
 PE2529'FORK.  FOLLOW THE LEFT FORK AND GO 0.2 KM (0.15 MI) TO A GATE AT
 PE2529'THE AIRPORT.  PASS THROUGH GATE AND CONTINUE AHEAD FOR 0.2 KM (0.1
 PE2529'MI) ON THE TARMAC AND RAMP TO RUNWAY 12-30.
 PE2529'TURN LEFT AND GO NORTHWEST FOR 0.2 KM (0.1 MI) ALONG THE RUNWAY
 PE2529'EDGE TO RUNWAY 4-22.  TURN RIGHT AND GO NORTHEAST FOR 0.2 KM (0.1
 PE2529'MI) ALONG EDGE OF RUNWAY 4-22 TO THE STATION ON THE RIGHT, AT THE
 PE2529'OLD RUNWAY.
 PE2529'
 PE2529'THE STATION IS A STANDARD NGS DISK
 PE2529'STAMPED---OLD TOWN 1985---,
 PE2529'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 PE2529'30 CM IN DIAMETER PROJECTING 1 CM ABOVE GROUND.  LOCATED
 PE2529'29.7 METERS (97.4 FT) SOUTHWEST FROM THE APPROXIMATE CENTER OF THE
 PE2529'RAMP (OLD RUNWAY),
 PE2529'27.2 METERS (89.2 FT) SOUTHEAST FROM THE APPROXIMATE CENTER OF
 PE2529'RUNWAY 4-22,
 PE2529'7.7 METERS (25.3 FT) SOUTH FROM THE CENTER OF A ROUND DRAIN COVER
 PE2529'AT JUNCTION OF PAVEMENT EDGES,
 PE2529'4.5 METERS (14.8 FT) WEST-NORTHWEST FROM A CONCRETE PAD
 PE2529'ENGRAVED ---VASI--- AND
 PE2529'0.7 METERS (2.3 FT) NORTHWEST FROM A CARSONITE WITNESS POST.
 PE2529'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 PE2529'STAMPED---OLD TOWN 1985---,
 PE2529'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 PE2529'
 PE2529'FAA AIRPORT SURVEYS, MAINE, OCTOBER-NOVEMBER 1985.
 PE2529'
 PE2529'THIS STATION SUITABLE FOR GPS SURVEYS.
 PE2529'
 PE2529'DESCRIBED BY G.R. HEID.
 PE2529
 PE2529                          STATION RECOVERY (1985)
 PE2529
 PE2529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PE2529'RECOVERED IN GOOD CONDITION.
 PE2529
 PE2529                          STATION RECOVERY (1992)
 PE2529
 PE2529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 PE2529'THE STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) NORTHWEST OF OLD TOWN,
 PE2529'2.4 KM (1.50 MI) EAST OF INTERSTATE HIGHWAY 95 (EXIT 52), AT THE OLD
 PE2529'TOWN AIRPORT, IN THE SOUTH ANGLE OF RUNWAY 4-22 AND A RAMP.
 PE2529'OWNERSHIP--TOWN OF OLD TOWN, PETER CAIENDO - AIRPORT MANAGER, P.O.
 PE2529'BOX 558, OLD TOWN ME 04468.  PHONE 207-827-5911.
 PE2529'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 AND
 PE2529'STATE HIGHWAY 43 (EXIT 52) NEAR OLD TOWN, GO SOUTHEAST FOR 1.0 KM
 PE2529'(0.60 MI) ON HIGHWAY 43 TO THE JUNCTION OF STATE HIGHWAY 16.
 PE2529'CONTINUE AHEAD FOR 2.1 KM (1.30 MI) ON HIGHWAY 43 TO A PAVED ROAD
 PE2529'LEFT.  TURN LEFT AND GO NORTH FOR 0.6 KM (0.35 MI) ON THE PAVED ROAD
 PE2529'TO A FORK.  FOLLOW THE LEFT FORK AND GO 0.2 KM (0.10 MI) TO A GATE AT
 PE2529'THE AIRPORT.  PASS THROUGH GATE AND CONTINUE AHEAD FOR 0.2 KM
 PE2529'(0.10 MI) ON THE TARMAC AND RAMP TO RUNWAY 12-30.  TURN LEFT AND GO
 PE2529'NORTHWEST FOR 0.2 KM (0.10 MI) ALONG THE RUNWAY EDGE TO RUNWAY 4-22.
 PE2529'TURN RIGHT AND GO NORTHEAST FOR 0.2 KM (0.10 MI) ALONG EDGE OF RUNWAY
 PE2529'4-22 TO THE STATION ON THE RIGHT, AT THE OLD RUNWAY.
 PE2529'THE STATION IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING
 PE2529'1 CM ABOVE THE GROUND.  LOCATED 29.7 M (97.4 FT) SOUTHWEST FROM THE
 PE2529'APPROXIMATE CENTER OF THE RAMP (OLD RUNWAY), 27.2 M (89.2 FT)
 PE2529'SOUTHEAST FROM THE APPROXIMATE CENTER OF RUNWAY 4-22, 7.7 M (25.3 FT)
 PE2529'SOUTH FROM THE CENTER OF A ROUND DRAIN COVER AT JUNCTION OF PAVEMENT
 PE2529'EDGES, 4.5 M (14.8 FT) WEST-NORTHWEST FROM A CONCRETE PAD ENGRAVED
 PE2529'---VASI---0.7 M NORTHWEST FROM A CARSONITE WITNESS POST.
 PE2529'NOTE, THE 1985 DESCRIPTION STATES THERE IS AN UNDERGROUND MARK 1.2
 PE2529'METERS (3.9 FT) BELOW THE SURFACE.
 PE2529
 PE2529                          STATION RECOVERY (1995)
 PE2529
 PE2529'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KB)
 PE2529'RECOVERED AS DESCRIBED.
 PE2529
 PE2529                          STATION RECOVERY (1996)
 PE2529
 PE2529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 PE2529'THE STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) NORTHWEST OF OLD TOWN,
 PE2529'2.4 KM (1.50 MI) EAST OF INTERSTATE HIGHWAY 95 (EXIT 52) , AT THE OLD
 PE2529'TOWN AIRPORT, IN THE SOUTH ANGLE OF RUNWAY 4-22 AND A RAMP.
 PE2529'OWNERSHIP--TOWN OF OLD TOWN, ALTON BOUCHARD - AIRPORT MANAGER, P.O.
 PE2529'BOX 558, OLD TOWN ME 04468, PHONE 207-827-5911 OR 872-5921.  TO REACH
 PE2529'THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 AND STATE
 PE2529'HIGHWAY 43 (EXIT 52) NEAR OLD TOWN, GO SOUTHEAST FOR 1.0 KM (0.60 MI)
 PE2529'ON HIGHWAY 43 TO THE JUNCTION OF STATE HIGHWAY 16, CONTINUE AHEAD AND
 PE2529'GO EASTERLY ON HIGHWAY 43 FOR 2.1 KM (1.30 MI) TO A PAVED ROAD LEFT,
 PE2529'TURN LEFT AND GO NORTH FOR 0.6 KM (0.35 MI) ON THE PAVED ROAD TO A
 PE2529'FORK, BEAR LEFT AND GO NORTHERLY FOLLOWING THE PAVED ROAD FOR 0.2 KM
 PE2529'(0.10 MI) TO A GATE AT THE AIRPORT, PASS THROUGH GATE AND GO NORTH ON
 PE2529'THE APRON THEN A CONNECTOR TAXIWAY FOR 0.2 KM (0.10 MI) TO RUNWAY
 PE2529'12-30, TURN LEFT AND GO NORTHWEST FOR 0.2 KM (0.10 MI) ON THE RUNWAY
 PE2529'TO RUNWAY 4-22, TURN RIGHT AND GO NORTHEAST FOR 0.2 KM (0.10 MI) ALONG
 PE2529'EDGE OF RUNWAY 4-22 TO THE STATION ON THE RIGHT, JUST BEFORE REACHING
 PE2529'A OLD RUNWAY.  THE STATION IS SET IN THE TOP OF A ROUND CONCRETE
 PE2529'MONUMENT PROJECTING 1 CM ABOVE THE GROUND, LOCATED 29.7 M (97.4 FT)
 PE2529'SOUTHWEST FROM THE APPROXIMATE CENTER OF THE RAMP (OLD RUNWAY) , 27.2
 PE2529'M (89.2 FT) SOUTHEAST FROM THE APPROXIMATE CENTER OF RUNWAY 4-22, 7.7
 PE2529'M (25.3 FT) SOUTH FROM THE CENTER OF A ROUND DRAIN COVER AT JUNCTION
 PE2529'OF PAVEMENT EDGES, 4.5 M (14.8 FT) WEST-NORTHWEST FROM A CONCRETE PAD
 PE2529'ENGRAVED ---VASI---0.7 M NORTHWEST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2145 ***********************************************************************
 PE2145  DESIGNATION -  OLD TOWN PENOBSCOT CHEM CO TK
 PE2145  PID         -  PE2145
 PE2145  STATE/COUNTY-  ME/PENOBSCOT
 PE2145  USGS QUAD   -  OLD TOWN (1988)
 PE2145
 PE2145                         *CURRENT SURVEY CONTROL
 PE2145  ___________________________________________________________________
 PE2145* NAD 83(1996)-  44 55 05.96155(N)    068 38 05.03151(W)     ADJUSTED  
 PE2145* NAVD 88     -                                                        
 PE2145  ___________________________________________________________________
 PE2145  LAPLACE CORR-           2.51  (seconds)                    DEFLEC99
 PE2145  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 PE2145
 PE2145  HORZ ORDER  -  THIRD
 PE2145
 PE2145.The horizontal coordinates were established by classical geodetic methods
 PE2145.and adjusted by the National Geodetic Survey in March 1998..
 PE2145
 PE2145
 PE2145.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2145
 PE2145.The geoid height was determined by GEOID03.
 PE2145
 PE2145;                    North         East     Units Scale Factor Converg.
 PE2145;SPC ME E     -   139,076.377   289,362.871   MT  0.99990139   -0 05 42.5
 PE2145;UTM  19      - 4,973,942.036   528,829.660   MT  0.99961022   +0 15 28.5
 PE2145
 PE2145                          SUPERSEDED SURVEY CONTROL
 PE2145
 PE2145  NAD 83(1992)-  44 55 05.96075(N)    068 38 05.03092(W) AD(       ) 4
 PE2145  NAD 83(1986)-  44 55 05.96209(N)    068 38 05.02827(W) AD(       ) 4
 PE2145  NAD 27      -  44 55 05.70800(N)    068 38 06.90500(W) AD(       ) 3
 PE2145
 PE2145.Superseded values are not recommended for survey control.
 PE2145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2145.See file dsdata.txt to determine how the superseded data were derived.
 PE2145
 PE2145_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK2883073942(NAD 83)
 PE2145
 PE2145  HISTORY     - Date     Condition        Report By
 PE2145  HISTORY     - 1958     MONUMENTED       CGS
 PE2145  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 PE2145
 PE2145                          STATION DESCRIPTION
 PE2145
 PE2145'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 PE2145'STATION IS LOCATED ABOUT 1.25 MILES SOUTH-SOUTHEAST OF OLD TOWN
 PE2145'AND 0.2 MILE EAST OF U.S. HIGHWAY NO. 2.
 PE2145'
 PE2145'WATER TANK HAS 4 LEGS, PAINTED BLACK AND IS APPROXIMATELY 125
 PE2145'FEET TALL.
 PE2145'
 PE2145'POINT INTERSECTED WAS BALL ON TOP.
 PE2145'
 PE2145'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 2 AND STATE
 PE2145'HIGHWAY NO. 43, GO SOUTH ON U.S. HIGHWAY NO. 2 FOR 1.25 MILES TO
 PE2145'A SIGN ON LEFT, OLD TOWN PENOBSCOT FIBRE CHEMICAL CO. AND JAMESON
 PE2145'STREET TO LEFT.  TURN LEFT ON JAMESON STREET AND GO EAST FOR 0.15
 PE2145'MILE TO RAILROAD TRACKS, CONTINUE STRAIGHT AHEAD FOR 0.05 MILE TO
 PE2145'TANK ON RIGHT.
 PE2145
 PE2145                          STATION RECOVERY (1985)
 PE2145
 PE2145'RECOVERY NOTE BY US POWER SQUADRON 1985 (ELG)
 PE2145'STATION FOUND DESTROYED.
 PE2145'
 PE2145'THIS TANK HAS BEEN DISMANTLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2146 ***********************************************************************
 PE2146  DESIGNATION -  OLD TOWN STANDPIPE
 PE2146  PID         -  PE2146
 PE2146  STATE/COUNTY-  ME/PENOBSCOT
 PE2146  USGS QUAD   -  OLD TOWN (1988)
 PE2146
 PE2146                         *CURRENT SURVEY CONTROL
 PE2146  ___________________________________________________________________
 PE2146* NAD 83(1996)-  44 55 51.22207(N)    068 39 31.92812(W)     ADJUSTED  
 PE2146* NAVD 88     -                                                        
 PE2146  ___________________________________________________________________
 PE2146  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 PE2146  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 PE2146
 PE2146  HORZ ORDER  -  THIRD
 PE2146
 PE2146.The horizontal coordinates were established by classical geodetic methods
 PE2146.and adjusted by the National Geodetic Survey in March 1998..
 PE2146
 PE2146
 PE2146.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2146
 PE2146.The geoid height was determined by GEOID03.
 PE2146
 PE2146;                    North         East     Units Scale Factor Converg.
 PE2146;SPC ME E     -   140,476.856   287,459.894   MT  0.99990193   -0 06 43.9
 PE2146;UTM  19      - 4,975,330.355   526,918.647   MT  0.99960891   +0 14 27.3
 PE2146
 PE2146                          SUPERSEDED SURVEY CONTROL
 PE2146
 PE2146  NAD 83(1992)-  44 55 51.22079(N)    068 39 31.92724(W) AD(       ) 4
 PE2146  NAD 83(1986)-  44 55 51.22340(N)    068 39 31.92593(W) AD(       ) 4
 PE2146  NAD 27      -  44 55 50.96600(N)    068 39 33.80100(W) AD(       ) 3
 PE2146
 PE2146.Superseded values are not recommended for survey control.
 PE2146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2146.See file dsdata.txt to determine how the superseded data were derived.
 PE2146
 PE2146_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK2691975330(NAD 83)
 PE2146
 PE2146  HISTORY     - Date     Condition        Report By
 PE2146  HISTORY     - 1958     MONUMENTED       CGS
 PE2146  HISTORY     - 1984     GOOD             USPSQD
 PE2146  HISTORY     - 1989     GOOD             USPSQD
 PE2146
 PE2146                          STATION DESCRIPTION
 PE2146
 PE2146'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 PE2146'STATION IS LOCATED ABOUT 0.75 MILES SOUTH-SOUTHWEST OF OLD
 PE2146'TOWN AND 0.1 MILE SOUTH OF U.S. HIGHWAY 2A.
 PE2146'
 PE2146'STANDPIPE IS GREEN COLORED AND IS APPROXIMATELY 100 FEET TALL.
 PE2146'
 PE2146'POINT INTERSECTED WAS THE CENTER OF STANDPIPE.
 PE2146'
 PE2146'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 2, 2A AND STATE
 PE2146'HIGHWAY 43 IN DOWNTOWN OLD TOWN, GO WEST ON U.S. HIGHWAY 2A FOR
 PE2146'0.75 MILE TO ANCHORAGE HOTEL MOTEL ON LEFT.  TURN LEFT AND GO
 PE2146'0.1 MILE TO STANDPIPE ON LEFT.
 PE2146
 PE2146                          STATION RECOVERY (1984)
 PE2146
 PE2146'RECOVERY NOTE BY US POWER SQUADRON 1984 (ELG)
 PE2146'STATION FOUND GOOD.
 PE2146'
 PE2146'STATION RECOVERED IN GOOD CONDITION.  THE 1958 DESCRIPTION IS GOOD
 PE2146'EXCEPT THE ANCHORAGE HOTEL MOTEL IS NOW KINGS WOK RESTAURANT.
 PE2146
 PE2146                          STATION RECOVERY (1989)
 PE2146
 PE2146'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELG)
 PE2146'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0710 ***********************************************************************
 QF0710  DESIGNATION -  OLIVE IBC 1946
 QF0710  PID         -  QF0710
 QF0710  STATE/COUNTY-  ME/WASHINGTON
 QF0710  USGS QUAD   -  DEVILS HEAD (1977)
 QF0710
 QF0710                         *CURRENT SURVEY CONTROL
 QF0710  ___________________________________________________________________
 QF0710* NAD 83(1996)-  45 09 28.01825(N)    067 14 26.71056(W)     ADJUSTED  
 QF0710* NAVD 88     -        99.     (meters)     325.     (feet)  SCALED    
 QF0710  ___________________________________________________________________
 QF0710  LAPLACE CORR-           4.18  (seconds)                    DEFLEC99
 QF0710  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 QF0710
 QF0710  HORZ ORDER  -  THIRD
 QF0710
 QF0710.The horizontal coordinates were established by classical geodetic methods
 QF0710.and adjusted by the National Geodetic Survey in March 1998..
 QF0710
 QF0710.The orthometric height was scaled from a topographic map.
 QF0710
 QF0710.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0710
 QF0710.The geoid height was determined by GEOID03.
 QF0710
 QF0710;                    North         East     Units Scale Factor Converg.
 QF0710;SPC ME E     -   166,448.185   399,004.831   MT  1.00002049   +0 53 34.6
 QF0710;UTM  19      - 5,001,983.753   638,274.412   MT  0.99983510   +1 14 51.3
 QF0710
 QF0710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0710!SPC ME E     -   0.99998814  x   1.00002049  =   1.00000863
 QF0710!UTM  19      -   0.99998814  x   0.99983510  =   0.99982325
 QF0710
 QF0710:                Primary Azimuth Mark                     Grid Az
 QF0710:SPC ME E     -  MAGUERREWOC                              264 09 21.4
 QF0710:UTM  19      -  MAGUERREWOC                              263 48 04.7
 QF0710
 QF0710|---------------------------------------------------------------------|
 QF0710| PID    Reference Object                     Distance      Geod. Az  |
 QF0710|                                                           dddmmss.s |
 QF0710| QF0765 MAGUERREWOC                         APPROX. 3.1 KM 2650256.0 |
 QF0710|---------------------------------------------------------------------|
 QF0710
 QF0710                          SUPERSEDED SURVEY CONTROL
 QF0710
 QF0710  NAD 83(1992)-  45 09 28.01289(N)    067 14 26.70876(W) AD(       ) 3
 QF0710  NAD 83(1986)-  45 09 28.01563(N)    067 14 26.71297(W) AD(       ) 3
 QF0710  NAD 27      -  45 09 27.74800(N)    067 14 28.75200(W) AD(       ) 3
 QF0710
 QF0710.Superseded values are not recommended for survey control.
 QF0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0710.See file dsdata.txt to determine how the superseded data were derived.
 QF0710
 QF0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL3827401984(NAD 83)
 QF0710_MARKER: DH = HORIZONTAL CONTROL DISK
 QF0710_SETTING: 66 = SET IN ROCK OUTCROP
 QF0710_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 QF0710_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0710+STABILITY: POSITION/ELEVATION WELL
 QF0710
 QF0710  HISTORY     - Date     Condition        Report By
 QF0710  HISTORY     - 1946     MONUMENTED       IBC
 QF0710  HISTORY     - 1955     GOOD             IBC
 QF0710
 QF0710                          STATION DESCRIPTION
 QF0710
 QF0710'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF0710'ON THE SUMMIT OF THE PROJECTING NORTHERLY KNOB OF THE HIGH HILL
 QF0710'WHICH IS 25 FEET LOWER THAN TOP OF HILL, 2 MILES W OF ELLIOT MOUNTAIN,
 QF0710'2 MILES SE OF CALAIS, DIRECTLY INLAND FROM KNIGHTS POINT IN THE
 QF0710'ST CROIX RIVER, ON THE FARM ACROSS THE ROAD FROM THE BOG BROOK
 QF0710'CHURCH.  AN OLD FARM AND WOOD ROAD LEADS MOST OF THE WAY FROM THE
 QF0710'FARMHOUSE TO THE STATION.  THE STATION IS NEAR THE EASTERN END OF
 QF0710'THIS KNOB, WHICH DROPS OFF STEEPLY 20 FEET E OF STATION AND 30 FEET
 QF0710'N OF STATION, AND IS 4 FEET N OF THE LINE FENCE CROSSING THE KNOB,
 QF0710'PARALLEL TO THE RIVER.  IT IS ON THE MOST PROMINENT OUTCROP OF THE
 QF0710'LEDGE, 4 FEET SQUARE AND 1 FOOT HIGH IN THE CENTER.
 QF0710'
 QF0710'STATION MARK IS AN IBC BRONZED STATION DISK WEDGED IN A DRILL HOLE
 QF0710'IN THE LEDGE.  10 - FOOT ALDERS ARE NOW GROWING ON THE BURNED - OVER
 QF0710'HILL.
 QF0710
 QF0710                          STATION RECOVERY (1955)
 QF0710
 QF0710'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955
 QF0710'12 TO 15 FOOT BIRCH SAPLINGS WERE ON THIS KNOB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2323 ***********************************************************************
 PE2323  DESIGNATION -  ONE 1905
 PE2323  PID         -  PE2323
 PE2323  STATE/COUNTY-  ME/KNOX
 PE2323  USGS QUAD   -  ROCKLAND (1979)
 PE2323
 PE2323                         *CURRENT SURVEY CONTROL
 PE2323  ___________________________________________________________________
 PE2323* NAD 83(1996)-  44 04 02.77261(N)    069 03 01.53376(W)     ADJUSTED  
 PE2323* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 PE2323  ___________________________________________________________________
 PE2323  LAPLACE CORR-           2.40  (seconds)                    DEFLEC99
 PE2323  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 PE2323
 PE2323  HORZ ORDER  -  THIRD
 PE2323
 PE2323.The horizontal coordinates were established by classical geodetic methods
 PE2323.and adjusted by the National Geodetic Survey in March 1998..
 PE2323
 PE2323.The orthometric height was scaled from a topographic map.
 PE2323
 PE2323.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2323
 PE2323.The geoid height was determined by GEOID03.
 PE2323
 PE2323;                    North         East     Units Scale Factor Converg.
 PE2323;SPC ME E     -    44,672.286   255,906.844   MT  0.99992390   -0 22 58.2
 PE2323;UTM  19      - 4,879,364.182   495,961.719   MT  0.99960020   -0 02 06.3
 PE2323
 PE2323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2323!SPC ME E     -   1.00000302  x   0.99992390  =   0.99992692
 PE2323!UTM  19      -   1.00000302  x   0.99960020  =   0.99960322
 PE2323
 PE2323:                Primary Azimuth Mark                     Grid Az
 PE2323:SPC ME E     -  INNER NORTH BEACON TOP                   006 07 16.1
 PE2323:UTM  19      -  INNER NORTH BEACON TOP                   005 46 24.2
 PE2323
 PE2323|---------------------------------------------------------------------|
 PE2323| PID    Reference Object                     Distance      Geod. Az  |
 PE2323|                                                           dddmmss.s |
 PE2323| PE2336 INNER NORTH BEACON TOP              APPROX. 2.1 KM 0054417.9 |
 PE2323| PE2334 B                                   252.066 METERS 04033     |
 PE2323| PE2331 TEN 2 1911                          450.107 METERS 0845856.4 |
 PE2323| PE2314 WIND                                APPROX. 1.7 KM 2765706.1 |
 PE2323| PE2310 INNER SOUTH BEACON TOP              APPROX. 0.7 KM 2875427.5 |
 PE2323|---------------------------------------------------------------------|
 PE2323
 PE2323                          SUPERSEDED SURVEY CONTROL
 PE2323
 PE2323  NAD 83(1992)-  44 04 02.77744(N)    069 03 01.51359(W) AD(       ) 3
 PE2323  NAD 83(1986)-  44 04 02.78211(N)    069 03 01.51940(W) AD(       ) 3
 PE2323  NAD 27      -  44 04 02.53000(N)    069 03 03.35200(W) AD(       ) 3
 PE2323
 PE2323.Superseded values are not recommended for survey control.
 PE2323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2323.See file dsdata.txt to determine how the superseded data were derived.
 PE2323
 PE2323_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ9596279364(NAD 83)
 PE2323
 PE2323  HISTORY     - Date     Condition        Report By
 PE2323  HISTORY     - 1905     MONUMENTED       CGS
 PE2323  HISTORY     - 1911     SEE DESCRIPTION  CGS
 PE2323  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2323
 PE2323                          STATION DESCRIPTION
 PE2323
 PE2323'DESCRIBED BY COAST AND GEODETIC SURVEY 1911
 PE2323'ON THE N END OF SHEEP ISLAND.  THE STATION IS THE SOUTHERN END
 PE2323'OF BASE TEN-ONE, AND IS MARKED BY A STAKE.  IN 1911 THE STAKE
 PE2323'WAS FOUND BUT WAS NOT SOLID IN THE GROUND.
 PE2323
 PE2323                          STATION RECOVERY (1943)
 PE2323
 PE2323'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2323'A SEARCH WAS MADE FOR THE STATION BUT NO TRACE OF THE STAKE
 PE2323'WAS FOUND.  PLANE-TABLE AND AIR COMPILATION METHODS MIGHT
 PE2323'LOCATE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0346 ***********************************************************************
 OB0346  DESIGNATION -  ONE STORY WHITE HOUSE CHIM
 OB0346  PID         -  OB0346
 OB0346  STATE/COUNTY-  ME/KNOX
 OB0346  USGS QUAD   -  FRIENDSHIP (1973)
 OB0346
 OB0346                         *CURRENT SURVEY CONTROL
 OB0346  ___________________________________________________________________
 OB0346* NAD 83(1996)-  43 58 37.74886(N)    069 20 01.23579(W)     ADJUSTED  
 OB0346* NAVD 88     -                                                        
 OB0346  ___________________________________________________________________
 OB0346  LAPLACE CORR-           2.30  (seconds)                    DEFLEC99
 OB0346  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 OB0346
 OB0346  HORZ ORDER  -  THIRD
 OB0346
 OB0346.The horizontal coordinates were established by classical geodetic methods
 OB0346.and adjusted by the National Geodetic Survey in March 1998..
 OB0346
 OB0346
 OB0346.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0346
 OB0346.The geoid height was determined by GEOID03.
 OB0346
 OB0346;                    North         East     Units Scale Factor Converg.
 OB0346;SPC ME E     -    34,832.139   233,114.920   MT  0.99995500   -0 34 44.0
 OB0346;SPC ME W     -   127,412.160   966,834.455   MT  1.00002158   +0 34 42.3
 OB0346;UTM  19      - 4,869,389.332   473,237.505   MT  0.99960881   -0 13 54.1
 OB0346
 OB0346                          SUPERSEDED SURVEY CONTROL
 OB0346
 OB0346  NAD 83(1992)-  43 58 37.75259(N)    069 20 01.22058(W) AD(       ) 4
 OB0346  NAD 83(1986)-  43 58 37.75713(N)    069 20 01.22699(W) AD(       ) 4
 OB0346  NAD 27      -  43 58 37.48000(N)    069 20 03.00000(W) AD(       ) 3
 OB0346
 OB0346.Superseded values are not recommended for survey control.
 OB0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0346.See file dsdata.txt to determine how the superseded data were derived.
 OB0346
 OB0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ7323869389(NAD 83)
 OB0346
 OB0346  HISTORY     - Date     Condition        Report By
 OB0346  HISTORY     - UNK      MONUMENTED
 OB0346  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0346  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OB0346
 OB0346                          STATION DESCRIPTION
 OB0346
 OB0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0346'STATION IS LOST.
 OB0346
 OB0346                          STATION RECOVERY (1943)
 OB0346
 OB0346'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 OB0346'THE CHIMNEY ON THE TALLER AND MOST W SECTION OF THE HOUSE WAS
 OB0346'LOCATED AS THE STATION.  ORIGINALLY THERE WERE TWO CHIMNEYS ON
 OB0346'THE HOUSE BUT ONE WAS TORN DOWN.  THE STRUCTURE IS NOW A ONE-STORY
 OB0346'WHITE HOUSE WITH GREEN TRIM AND A SLATE ROOF, LOCATED ON THE E
 OB0346'SHORE OF THE MEDOMAK RIVER, JUST NE OF THE HEAD OF SAMPSON
 OB0346'COVE.  SITE SHOULD BE VERIFIED BY THE COMPILATION OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1883 ***********************************************************************
 PE1883  DESIGNATION -  ONE STORY WHITE HOUSE CHIMNEY
 PE1883  PID         -  PE1883
 PE1883  STATE/COUNTY-  ME/HANCOCK
 PE1883  USGS QUAD   -  SALSBURY COVE (1981)
 PE1883
 PE1883                         *CURRENT SURVEY CONTROL
 PE1883  ___________________________________________________________________
 PE1883* NAD 83(1996)-  44 29 34.67397(N)    068 18 31.80426(W)     ADJUSTED  
 PE1883* NAVD 88     -                                                        
 PE1883  ___________________________________________________________________
 PE1883  LAPLACE CORR-           4.75  (seconds)                    DEFLEC99
 PE1883  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 PE1883
 PE1883  HORZ ORDER  -  THIRD
 PE1883
 PE1883.The horizontal coordinates were established by classical geodetic methods
 PE1883.and adjusted by the National Geodetic Survey in March 1998..
 PE1883
 PE1883
 PE1883.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1883
 PE1883.The geoid height was determined by GEOID03.
 PE1883
 PE1883;                    North         East     Units Scale Factor Converg.
 PE1883;SPC ME E     -    91,821.742   315,203.615   MT  0.99990284   +0 08 02.3
 PE1883;UTM  19      - 4,926,860.042   554,952.733   MT  0.99963714   +0 29 03.8
 PE1883
 PE1883                          SUPERSEDED SURVEY CONTROL
 PE1883
 PE1883  NAD 83(1992)-  44 29 34.66710(N)    068 18 31.80416(W) AD(       ) 4
 PE1883  NAD 83(1986)-  44 29 34.66585(N)    068 18 31.80770(W) AD(       ) 4
 PE1883  NAD 27      -  44 29 34.39000(N)    068 18 33.75000(W) AD(       ) 3
 PE1883
 PE1883.Superseded values are not recommended for survey control.
 PE1883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1883.See file dsdata.txt to determine how the superseded data were derived.
 PE1883
 PE1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK5495326860(NAD 83)
 PE1883
 PE1883  HISTORY     - Date     Condition        Report By
 PE1883  HISTORY     - UNK      MONUMENTED
 PE1883  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE1883  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE1883
 PE1883                          STATION DESCRIPTION
 PE1883
 PE1883'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1883'THE STATION IS LOST.
 PE1883
 PE1883                          STATION RECOVERY (1944)
 PE1883
 PE1883'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1883'STATION IS LOST.  THERE IS NO WHITE HOUSE OF THE DESCRIPTION IN
 PE1883'THE AREA.  LOCAL RESIDENTS HAD NO KNOWLEDGE OF HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2374 ***********************************************************************
 PE2374  DESIGNATION -  ONE STORY WHITE HOUSE CHIMNEY
 PE2374  PID         -  PE2374
 PE2374  STATE/COUNTY-  ME/LINCOLN
 PE2374  USGS QUAD   -  WALDOBORO EAST (1988)
 PE2374
 PE2374                         *CURRENT SURVEY CONTROL
 PE2374  ___________________________________________________________________
 PE2374* NAD 83(1996)-  44 03 59.56316(N)    069 20 48.92998(W)     ADJUSTED  
 PE2374* NAVD 88     -                                                        
 PE2374  ___________________________________________________________________
 PE2374  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 PE2374  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 PE2374
 PE2374  HORZ ORDER  -  THIRD
 PE2374
 PE2374.The horizontal coordinates were established by classical geodetic methods
 PE2374.and adjusted by the National Geodetic Survey in March 1998..
 PE2374
 PE2374
 PE2374.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2374
 PE2374.The geoid height was determined by GEOID03.
 PE2374
 PE2374;                    North         East     Units Scale Factor Converg.
 PE2374;SPC ME W     -   137,333.899   965,672.716   MT  1.00001969   +0 34 12.5
 PE2374;SPC ME E     -    44,774.689   232,154.040   MT  0.99995659   -0 35 20.6
 PE2374;UTM  19      - 4,879,322.427   472,216.698   MT  0.99960949   -0 14 28.6
 PE2374
 PE2374                          SUPERSEDED SURVEY CONTROL
 PE2374
 PE2374  NAD 83(1992)-  44 03 59.57027(N)    069 20 48.91530(W) AD(       ) 4
 PE2374  NAD 83(1986)-  44 03 59.57447(N)    069 20 48.92137(W) AD(       ) 4
 PE2374  NAD 27      -  44 03 59.25000(N)    069 20 50.72000(W) AD(       ) 3
 PE2374
 PE2374.Superseded values are not recommended for survey control.
 PE2374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2374.See file dsdata.txt to determine how the superseded data were derived.
 PE2374
 PE2374_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ7221779322(NAD 83)
 PE2374
 PE2374  HISTORY     - Date     Condition        Report By
 PE2374  HISTORY     - UNK      MONUMENTED
 PE2374  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2374  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2374
 PE2374                          STATION DESCRIPTION
 PE2374
 PE2374'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2374'THIS STATION IS LOST.
 PE2374
 PE2374                          STATION RECOVERY (1943)
 PE2374
 PE2374'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2374'LISTED AS LOST IN 1934.
 PE2374'
 PE2374'THE CHIMNEY ON THE TALLER AND MOST W SECTION OF THE HOUSE WAS
 PE2374'LOCATED AS THE STATION.  ORIGINALLY THERE WERE TWO CHIMNEYS ON
 PE2374'THE HOUSE BUT ONE WAS TORN DOWN.  THE STRUCTURE IS NOW A ONE-STORY
 PE2374'WHITE HOUSE WITH GREEN TRIM AND A SLATE ROOF, LOCATED ON THE E
 PE2374'SHORE OF THE MEDOMAK RIVER, JUST NE OF THE HEAD OF SAMPSON
 PE2374'COVE.  SITE SHOULD BE VERIFIED BY THE COMPILATION OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0692 ***********************************************************************
 RF0692  DESIGNATION -  ORCUTT
 RF0692  PID         -  RF0692
 RF0692  STATE/COUNTY-  ME/AROOSTOOK
 RF0692  USGS QUAD   -  SQUA PAN LAKE WEST (1986)
 RF0692
 RF0692                         *CURRENT SURVEY CONTROL
 RF0692  ___________________________________________________________________
 RF0692* NAD 83(1996)-  46 37 29.24441(N)    068 19 56.88862(W)     ADJUSTED  
 RF0692* NAVD 88     -       283.     (meters)     928.     (feet)  SCALED    
 RF0692  ___________________________________________________________________
 RF0692  LAPLACE CORR-           2.59  (seconds)                    DEFLEC99
 RF0692  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 RF0692
 RF0692  HORZ ORDER  -  FIRST
 RF0692
 RF0692.The horizontal coordinates were established by classical geodetic methods
 RF0692.and adjusted by the National Geodetic Survey in March 1998..
 RF0692
 RF0692.The orthometric height was scaled from a topographic map.
 RF0692
 RF0692.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0692
 RF0692.The geoid height was determined by GEOID03.
 RF0692
 RF0692;                    North         East     Units Scale Factor Converg.
 RF0692;SPC ME E     -   328,730.702   312,829.373   MT  0.99990202   +0 07 18.4
 RF0692;UTM  19      - 5,163,686.159   551,103.539   MT  0.99963210   +0 29 06.8
 RF0692
 RF0692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0692!SPC ME E     -   0.99995939  x   0.99990202  =   0.99986141
 RF0692!UTM  19      -   0.99995939  x   0.99963210  =   0.99959150
 RF0692
 RF0692:                Primary Azimuth Mark                     Grid Az
 RF0692:SPC ME E     -  CASTLE HILL                              040 32 34.3
 RF0692:UTM  19      -  CASTLE HILL                              040 10 45.9
 RF0692
 RF0692|---------------------------------------------------------------------|
 RF0692| PID    Reference Object                     Distance      Geod. Az  |
 RF0692|                                                           dddmmss.s |
 RF0692| RF0688 CASTLE HILL                         APPROX.11.7 KM 0403952.7 |
 RF0692| DA5542 ORCUTT AZ MK                                       1452114.8 |
 RF0692| DA5543 ORCUTT RM 1                          82.732 METERS 17914     |
 RF0692| DA5544 ORCUTT RM 2                          66.093 METERS 26846     |
 RF0692|---------------------------------------------------------------------|
 RF0692
 RF0692                          SUPERSEDED SURVEY CONTROL
 RF0692
 RF0692  NAD 83(1992)-  46 37 29.23980(N)    068 19 56.88360(W) AD(       ) 1
 RF0692  NAD 83(1986)-  46 37 29.23870(N)    068 19 56.88983(W) AD(       ) 1
 RF0692  NAD 27      -  46 37 29.09100(N)    068 19 58.74400(W) AD(       ) 1
 RF0692
 RF0692.Superseded values are not recommended for survey control.
 RF0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0692.See file dsdata.txt to determine how the superseded data were derived.
 RF0692
 RF0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM5110463686(NAD 83)
 RF0692
 RF0692  HISTORY     - Date     Condition        Report By
 RF0692  HISTORY     - 1941     MONUMENTED       CGS
 RF0692
 RF0692                          STATION DESCRIPTION
 RF0692
 RF0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 RF0692'THE STATION IS LOCATED ABOUT 3.5 MILES EAST OF ASHLAND, AND
 RF0692'ABOUT 0.5 MILE SOUTH OF STATE HIGHWAY NO 163, ON LAND OWNED AND
 RF0692'OCCUPIED BY C.T. ORCUTT.  IT IS ABOUT 0.2 MILE SOUTH OF THE HOME OF
 RF0692'MR ORCUTT IN AN OPEN CULTIVATED FIELD, ABOUT 100 FEET SOUTH OF
 RF0692'THE HIGHEST POINT OF THE HILL.  IT IS A STANDARD U.S. GEOLOGICAL
 RF0692'SURVEY BENCH MARK DISK SET IN A BOULDER ABOUT 4 BY 6 FEET IN
 RF0692'DIAMETER AND PROJECTS 3 FEET.  THERE ARE NO STAMPINGS ON THE
 RF0692'DISK.
 RF0692'
 RF0692'THE AZIMUTH MARK IS ABOUT 300 FEET SOUTH SOUTHEAST OF THE STATION
 RF0692'SET IN BEDROCK FLUSH WITH THE GROUND.  THE DISK IS STAMPED ORCUTT
 RF0692'(USGS) 1941.
 RF0692'
 RF0692'REFERENCE MARK NO 1 IS SOUTH OF THE STATION, SET IN BEDROCK
 RF0692'FLUSH WITH THE GROUND.  THE DISK IS STAMPED ORCUTT (USGS) NO 1,
 RF0692'1941.
 RF0692'
 RF0692'REFERENCE MARK NO 2 IS WEST OF THE STATION, 10 FEET WEST OF A
 RF0692'NORTH AND SOUTH FARM ROAD RUNNING BETWEEN THE FIELDS.  THE DISK IS
 RF0692'STAMPED ORCUTT (USGS) NO 2, 1941, AND PROJECTS 4 INCHES.
 RF0692'
 RF0692'TO REACH THE STATION FROM THE CAUTION LIGHT IN ASHLAND, GO SOUTH
 RF0692'ON STATE HIGHWAY NO 11 FOR 0.2 MILES TO ITS JUNCTION WITH STATE
 RF0692'HIGHWAY NO 163 LEFT, TURN LEFT AND GO EAST ON 163 FOR 3.3 MILES
 RF0692'TO THE HOME OF C.T. ORCUTT ON THE RIGHT, TURN RIGHT PASSING
 RF0692'BETWEEN HOUSE AND BARN MAKING A SHORT RIGHT TURN ON FARM ROAD
 RF0692'THEN CONTINUE SOUTH THROUGH THE FIELD TO THE HIGHEST POINT AND
 RF0692'STATION AS DESCRIBED.
 RF0692'
 RF0692'NOTE.  A 4 FOOT STAND REQUIRED TO CLEAR ALL LINES.
 RF0692'
 RF0692'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0738 ***********************************************************************
 RF0738  DESIGNATION -  ORCUTT
 RF0738  PID         -  RF0738
 RF0738  STATE/COUNTY-  ME/AROOSTOOK
 RF0738  USGS QUAD   -  GREENLAW POND (1986)
 RF0738
 RF0738                         *CURRENT SURVEY CONTROL
 RF0738  ___________________________________________________________________
 RF0738* NAD 83(1996)-  46 38 59.96525(N)    068 41 00.79156(W)     ADJUSTED  
 RF0738* NAVD 88     -       488.     (meters)    1601.     (feet)  SCALED    
 RF0738  ___________________________________________________________________
 RF0738  LAPLACE CORR-           3.57  (seconds)                    DEFLEC99
 RF0738  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 RF0738
 RF0738  HORZ ORDER  -  SECOND
 RF0738
 RF0738.The horizontal coordinates were established by classical geodetic methods
 RF0738.and adjusted by the National Geodetic Survey in March 1998..
 RF0738
 RF0738.The orthometric height was scaled from a topographic map.
 RF0738
 RF0738.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0738
 RF0738.The geoid height was determined by GEOID03.
 RF0738
 RF0738;                    North         East     Units Scale Factor Converg.
 RF0738;SPC ME E     -   331,534.506   285,950.180   MT  0.99990243   -0 08 00.5
 RF0738;UTM  19      - 5,166,318.627   524,214.699   MT  0.99960721   +0 13 48.4
 RF0738
 RF0738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0738!SPC ME E     -   0.99992731  x   0.99990243  =   0.99982974
 RF0738!UTM  19      -   0.99992731  x   0.99960721  =   0.99953455
 RF0738
 RF0738|---------------------------------------------------------------------|
 RF0738| PID    Reference Object                     Distance      Geod. Az  |
 RF0738|                                                           dddmmss.s |
 RF0738| DA5540 ORCUTT RM 1                          10.360 METERS 11205     |
 RF0738| DA5541 ORCUTT RM 2                          10.456 METERS 22700     |
 RF0738| RF0740 PEAKED MTN                          APPROX.13.4 KM 2282329.0 |
 RF0738|---------------------------------------------------------------------|
 RF0738
 RF0738                          SUPERSEDED SURVEY CONTROL
 RF0738
 RF0738  NAD 83(1992)-  46 38 59.96048(N)    068 41 00.78437(W) AD(       ) 2
 RF0738  NAD 83(1986)-  46 38 59.96392(N)    068 41 00.78936(W) AD(       ) 2
 RF0738  NAD 27      -  46 38 59.81800(N)    068 41 02.63020(W) AD(       ) 2
 RF0738
 RF0738.Superseded values are not recommended for survey control.
 RF0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0738.See file dsdata.txt to determine how the superseded data were derived.
 RF0738
 RF0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM2421566319(NAD 83)
 RF0738_MARKER: Z = SEE DESCRIPTION
 RF0738_SETTING: 0 = UNSPECIFIED SETTING
 RF0738
 RF0738  HISTORY     - Date     Condition        Report By
 RF0738  HISTORY     - 1960     MONUMENTED       CGS
 RF0738
 RF0738                          STATION DESCRIPTION
 RF0738
 RF0738'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HRL)
 RF0738'STATION IS LOCATED ON THE SUMMIT OF ORCUTT MOUNTAIN WHICH IS
 RF0738'ABOUT 13-1/2 MILES WEST-NORTHWEST OF ASHLAND AND NEAR THE CORNER
 RF0738'OF TOWNSHIP 11 NORTH AND RANGE 7 WEST.  STATION, A STANDARD DISK
 RF0738'CEMENTED IN THE TOP OF A 2-1/2 CAST IRON PIPE AND STAMPED ORCUTT
 RF0738'1960 IS 27 FEET NORTHEAST OF AN 18 INCH OAK TREE WITH WITNESS
 RF0738'MARKER AND 30 FEET EAST OF A 20 INCH OAK TREE.  THE MARK
 RF0738'PROJECTS 18 INCHES.
 RF0738'
 RF0738'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS NO. 11, 227 AND 163
 RF0738'IN ASHLAND, GO WEST ON STATE HIGHWAY NO. 11 FOR 0.7 MILE TO
 RF0738'T-INTERSECTION AT WEST END OF BRIDGE OVER AROOSTOOK RIVER.  TURN
 RF0738'LEFT AND GO SOUTHERLY AND WESTERLY ON SURFACED ROAD FOR 0.55
 RF0738'MILE TO FORKS.  TAKE RIGHT FORK AND GO WESTERLY ON GRAVEL ROAD
 RF0738'FOR 10.5 MILES TO BRIDGE.  CONTINUE WEST ON GRADED ROAD FOR
 RF0738'3.4 MILES TO TRIANGLE BLAZED TREE ON RIGHT AND BULLDOZED TRAIL
 RF0738'ON LEFT AND END OF TRUCK TRAVEL.  PACK SOUTHEASTERLY ON
 RF0738'BULLDOZED ROAD AND UP STEEP GRADE FOR ABOUT 0.5 MILE TO SUMMIT
 RF0738'OF MOUNTAIN AND STATION AS DESCRIBED.
 RF0738'
 RF0738'REFERENCE MARK NO. 1, A STANDARD DISK CEMENTED IN THE TOP OF
 RF0738'A 2-1/2 INCH CAST-IRON PIPE AND STAMPED ORCUTT NO 1 1960 IS
 RF0738'16-1/2 FEET NORTHWEST OF A 12 INCH TREE AND 16 FEET SOUTHWEST OF
 RF0738'AN 18 INCH TREE.  THE MARK PROJECTS 12 INCHES.
 RF0738'
 RF0738'REFERENCE MARK NO. 2, A STANDARD DISK CEMENTED IN THE TOP OF
 RF0738'A 2-1/2 CAST-IRON PIPE AND STAMPED ORCUTT NO 2 1960 IS 7 FEET
 RF0738'SOUTHEAST OF A 15 INCH TREE, 15 FEET SOUTHEAST OF AN 18 INCH TREE
 RF0738'WITH WITNESS SIGN AND 17 FEET SOUTHWEST OF A 15 INCH TREE.  THE
 RF0738'MARK PROJECTS 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1853 ***********************************************************************
 QF1853  DESIGNATION -  ORIENT
 QF1853  PID         -  QF1853
 QF1853  STATE/COUNTY-  ME/AROOSTOOK
 QF1853  USGS QUAD   -  ORIENT (1989)
 QF1853
 QF1853                         *CURRENT SURVEY CONTROL
 QF1853  ___________________________________________________________________
 QF1853* NAD 83(1996)-  45 48 58.65092(N)    067 48 06.67658(W)     ADJUSTED  
 QF1853* NAVD 88     -       162.     (meters)     531.     (feet)  SCALED    
 QF1853  ___________________________________________________________________
 QF1853  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 QF1853  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 QF1853
 QF1853  HORZ ORDER  -  THIRD
 QF1853
 QF1853.The horizontal coordinates were established by classical geodetic methods
 QF1853.and adjusted by the National Geodetic Survey in March 1998..
 QF1853
 QF1853.The orthometric height was scaled from a topographic map.
 QF1853
 QF1853.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1853
 QF1853.The geoid height was determined by GEOID03.
 QF1853
 QF1853;                    North         East     Units Scale Factor Converg.
 QF1853;SPC ME E     -   239,093.972   354,253.881   MT  0.99993618   +0 30 02.4
 QF1853;UTM  19      - 5,074,334.564   593,081.543   MT  0.99970652   +0 51 33.3
 QF1853
 QF1853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1853!SPC ME E     -   0.99997834  x   0.99993618  =   0.99991453
 QF1853!UTM  19      -   0.99997834  x   0.99970652  =   0.99968487
 QF1853
 QF1853|---------------------------------------------------------------------|
 QF1853| PID    Reference Object                     Distance      Geod. Az  |
 QF1853|                                                           dddmmss.s |
 QF1853| CE9422 ORIENT RM 1                          31.812 METERS 04842     |
 QF1853| QF1898 PENGUIN IBC                         APPROX. 1.6 KM 0953630.0 |
 QF1853| CE9423 ORIENT RM 2                          15.661 METERS 15151     |
 QF1853|---------------------------------------------------------------------|
 QF1853
 QF1853                          SUPERSEDED SURVEY CONTROL
 QF1853
 QF1853  NAD 83(1992)-  45 48 58.64811(N)    067 48 06.67506(W) AD(       ) 3
 QF1853  NAD 83(1986)-  45 48 58.65300(N)    067 48 06.69523(W) AD(       ) 3
 QF1853  NAD 27      -  45 48 58.44300(N)    067 48 08.65100(W) AD(       ) 3
 QF1853
 QF1853.Superseded values are not recommended for survey control.
 QF1853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1853.See file dsdata.txt to determine how the superseded data were derived.
 QF1853
 QF1853_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9308274335(NAD 83)
 QF1853
 QF1853  HISTORY     - Date     Condition        Report By
 QF1853  HISTORY     - 1946     MONUMENTED       IBC
 QF1853  HISTORY     - 1955     GOOD             IBC
 QF1853
 QF1853                          STATION DESCRIPTION
 QF1853
 QF1853'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF1853'STATION IS 2 FEET INSIDE THE ROAD LIMIT ON THE N SIDE OF THE
 QF1853'ROAD ABOUT 1 MILE W OF THE THOROUGHFARE, AND 100 FEET E OF THE
 QF1853'A. BARLETT HOUSE, THE FIRST ONE W OF MR. PACKARDS HOME.  IT IS
 QF1853'12 FEET W OF THE W SIDE OF THE BARTLETT BARN EXTENDED, 10 FEET
 QF1853'E OF THE CORNER OF THE FENCE ON E SIDE OF MR. BARTLETTS YARD,
 QF1853'AND ABOUT 400 FEET W OF THE BEND OF THE ROAD W OF MR. PACKARDS
 QF1853'HOME.  IT IS 6 FEET OUTSIDE THE ROAD DITCH AND 3 FEET HIGHER
 QF1853'THAN THE ROAD.  AN 18-INCH SOFT MAPLE, ACROSS THE ROAD AND 20
 QF1853'FEET E, IS THE W OF SEVERAL TREES ON THE S SIDE OF THE
 QF1853'HIGHWAY.
 QF1853'
 QF1853'STATION MARK IS AN I.B.C. BRONZE DISK WEDGED IN A DRILL HOLE
 QF1853'IN A SOLID ROCK, WHOSE EXPOSED DIMENSIONS ARE 15 INCHES IN
 QF1853'DIAMETER AND 3 INCHES ABOVE GROUND.
 QF1853'
 QF1853'REFERENCE MARK 1 IS A DRILL HOLE IN A SLOPING ROCK 2 BY 2
 QF1853'FEET AND 6 INCHES ABOVE GROUND ON E END, IN THE FENCE LINE E
 QF1853'OF STATION.
 QF1853'
 QF1853'REFERENCE MARK 2 IS A DRILL HOLE IN A ROCK 20 INCHES BY 20
 QF1853'INCHES BY 4 INCHES ABOVE GROUND, 4 FEET S OF THE S ROAD FENCE,
 QF1853'AT E END OF A ROCK PILE.
 QF1853
 QF1853                          STATION RECOVERY (1955)
 QF1853
 QF1853'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1853'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1941 ***********************************************************************
 QF1941  DESIGNATION -  ORIENT CHURCH
 QF1941  PID         -  QF1941
 QF1941  STATE/COUNTY-  ME/AROOSTOOK
 QF1941  USGS QUAD   -  ORIENT (1989)
 QF1941
 QF1941                         *CURRENT SURVEY CONTROL
 QF1941  ___________________________________________________________________
 QF1941* NAD 83(1996)-  45 48 52.01363(N)    067 48 57.77774(W)     ADJUSTED  
 QF1941* NAVD 88     -       184.     (meters)     604.     (feet)  SCALED    
 QF1941  ___________________________________________________________________
 QF1941  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 QF1941  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 QF1941
 QF1941  HORZ ORDER  -  THIRD
 QF1941
 QF1941.The horizontal coordinates were established by classical geodetic methods
 QF1941.and adjusted by the National Geodetic Survey in March 1998..
 QF1941
 QF1941.The orthometric height was scaled from a topographic map.
 QF1941
 QF1941.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1941
 QF1941.The geoid height was determined by GEOID03.
 QF1941
 QF1941;                    North         East     Units Scale Factor Converg.
 QF1941;SPC ME E     -   238,879.529   353,152.541   MT  0.99993472   +0 29 25.7
 QF1941;UTM  19      - 5,074,113.284   591,981.820   MT  0.99970401   +0 50 56.6
 QF1941
 QF1941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1941!SPC ME E     -   0.99997490  x   0.99993472  =   0.99990962
 QF1941!UTM  19      -   0.99997490  x   0.99970401  =   0.99967891
 QF1941
 QF1941                          SUPERSEDED SURVEY CONTROL
 QF1941
 QF1941  NAD 83(1992)-  45 48 52.01080(N)    067 48 57.77623(W) AD(       ) 4
 QF1941  NAD 83(1986)-  45 48 52.01564(N)    067 48 57.79639(W) AD(       ) 4
 QF1941  NAD 27      -  45 48 51.80714(N)    067 48 59.75456(W) AD(       ) 3
 QF1941
 QF1941.Superseded values are not recommended for survey control.
 QF1941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1941.See file dsdata.txt to determine how the superseded data were derived.
 QF1941
 QF1941_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9198274113(NAD 83)
 QF1941_MARKER: 86 = CUPOLA
 QF1941
 QF1941  HISTORY     - Date     Condition        Report By
 QF1941  HISTORY     - 1890     FIRST OBSERVED   IBC
 QF1941
 QF1941                          STATION DESCRIPTION
 QF1941
 QF1941'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1890 (JH)
 QF1941'ON THE N SIDE OF THE MAIN ROAD, A SHORT DISTANCE BELOW OR E FROM
 QF1941'WILLIAM MCALLISTERS.  THE STATION IS THE APEX OF THE CUPOLA OF THE
 QF1941'METHODIST CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0513 ***********************************************************************
 PE0513  DESIGNATION -  ORONO
 PE0513  PID         -  PE0513
 PE0513  STATE/COUNTY-  ME/PENOBSCOT
 PE0513  USGS QUAD   -  OLD TOWN (1988)
 PE0513
 PE0513                         *CURRENT SURVEY CONTROL
 PE0513  ___________________________________________________________________
 PE0513* NAD 83(1986)-  44 52 58.     (N)    068 40 21.     (W)     SCALED    
 PE0513* NAVD 88     -        39.888  (meters)     130.87   (feet)  ADJUSTED  
 PE0513  ___________________________________________________________________
 PE0513  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 PE0513  DYNAMIC HT  -          39.887 (meters)     130.86  (feet)  COMP
 PE0513  MODELED GRAV-     980,589.4   (mgal)                       NAVD 88
 PE0513
 PE0513  VERT ORDER  -  SECOND    CLASS 0
 PE0513
 PE0513.The horizontal coordinates were scaled from a topographic map and have
 PE0513.an estimated accuracy of +/- 6 seconds.
 PE0513
 PE0513.The orthometric height was determined by differential leveling
 PE0513.and adjusted by the National Geodetic Survey in June 1991..
 PE0513
 PE0513.The geoid height was determined by GEOID03.
 PE0513
 PE0513.The dynamic height is computed by dividing the NAVD 88
 PE0513.geopotential number by the normal gravity value computed on the
 PE0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0513.degrees latitude (g = 980.6199 gals.).
 PE0513
 PE0513.The modeled gravity was interpolated from observed gravity values.
 PE0513
 PE0513;                    North         East    Units  Estimated Accuracy
 PE0513;SPC ME E     -   135,130.      286,370.      MT  (+/- 180 meters Scaled)
 PE0513
 PE0513                          SUPERSEDED SURVEY CONTROL
 PE0513
 PE0513  NGVD 29 (??/??/92)   40.097  (m)          131.55   (f) ADJ UNCH    2 0
 PE0513
 PE0513.Superseded values are not recommended for survey control.
 PE0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0513.See file dsdata.txt to determine how the superseded data were derived.
 PE0513
 PE0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK258699(NAD 83)
 PE0513_MARKER: DB = BENCH MARK DISK
 PE0513_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE0513_SP_SET: WALL
 PE0513_STAMPING: ORONO 1935
 PE0513_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE0513
 PE0513  HISTORY     - Date     Condition        Report By
 PE0513  HISTORY     - 1935     MONUMENTED       CGS
 PE0513  HISTORY     - 1942     GOOD             NGS
 PE0513  HISTORY     - 1981     GOOD             NGS
 PE0513  HISTORY     - 1984     GOOD             USPSQD
 PE0513  HISTORY     - 1988     GOOD             USPSQD
 PE0513  HISTORY     - 1989     GOOD             USPSQD
 PE0513
 PE0513                          STATION DESCRIPTION
 PE0513
 PE0513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PE0513'AT ORONO.
 PE0513'AT ORONO, PENOBSCOT COUNTY, IN THE SOUTHEAST FOUNDATION WALL OF
 PE0513'THE POST OFFICE, 3.5 FEET SOUTHEAST OF THE CORNER, AND 1-1/2
 PE0513'FEET ABOVE GROUND.  A STANDARD DISK, STAMPED ORONO 1935 AND SET
 PE0513'VERTICALLY.
 PE0513
 PE0513                          STATION RECOVERY (1981)
 PE0513
 PE0513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 PE0513'RECOVERED IN GOOD CONDITION.
 PE0513
 PE0513                          STATION RECOVERY (1984)
 PE0513
 PE0513'RECOVERY NOTE BY US POWER SQUADRON 1984
 PE0513'RECOVERED IN GOOD CONDITION.
 PE0513
 PE0513                          STATION RECOVERY (1988)
 PE0513
 PE0513'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE0513'RECOVERED IN GOOD CONDITION.
 PE0513
 PE0513                          STATION RECOVERY (1989)
 PE0513
 PE0513'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELG)
 PE0513'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AF9645 ***********************************************************************
 AF9645  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9645  DESIGNATION -  ORONO CORS ARP
 AF9645  CORS_ID     -  ORO_
 AF9645  PID         -  AF9645
 AF9645  STATE/COUNTY-  ME/PENOBSCOT
 AF9645  USGS QUAD   -  OLD TOWN (1988)
 AF9645
 AF9645                         *CURRENT SURVEY CONTROL
 AF9645  ___________________________________________________________________
 AF9645* NAD 83(CORS)-  44 54 07.31332(N)    068 40 07.22200(W)     ADJUSTED  
 AF9645* NAVD 88     -                                                        
 AF9645  ___________________________________________________________________
 AF9645  EPOCH DATE  -        2002.00
 AF9645  X           -   1,646,125.916 (meters)                     COMP
 AF9645  Y           -  -4,215,283.196 (meters)                     COMP
 AF9645  Z           -   4,479,660.795 (meters)                     COMP
 AF9645  ELLIP HEIGHT-          24.74  (meters)          (03/??/02) GPS OBS
 AF9645  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 AF9645
 AF9645  HORZ ORDER  -  SPECIAL (CORS)
 AF9645  ELLP ORDER  -  SPECIAL (CORS)
 AF9645
 AF9645.ITRF positions are available for this station.
 AF9645.The coordinates were established by GPS observations
 AF9645.and adjusted by the National Geodetic Survey in March 2002..
 AF9645.The coordinates are valid at the epoch date displayed above.
 AF9645.The epoch date for horizontal control is a decimal equivalence
 AF9645.of Year/Month/Day.
 AF9645
 AF9645
 AF9645.The PID for the CORS L1 Phase Center is AJ7931.
 AF9645
 AF9645.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9645
 AF9645.The ellipsoidal height was determined by GPS observations
 AF9645.and is referenced to NAD 83.
 AF9645
 AF9645.The geoid height was determined by GEOID03.
 AF9645
 AF9645;                    North         East     Units Scale Factor Converg.
 AF9645;SPC ME E     -   137,271.129   286,679.373   MT  0.99990218   -0 07 08.6
 AF9645
 AF9645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9645!SPC ME E     -   0.99999612  x   0.99990218  =   0.99989830
 AF9645
 AF9645                          SUPERSEDED SURVEY CONTROL
 AF9645
 AF9645  NAD 83(CORS)-  44 54 07.31328(N)    068 40 07.22234(W) AD(1997.00) c
 AF9645  ELLIP H (07/??/00)   24.72   (m)                       GP(1997.00) c c
 AF9645  NAD 83(CORS)-  44 54 07.31333(N)    068 40 07.22257(W) AD(1997.00) c
 AF9645  NAD 83(CORS)-  44 54 07.31333(N)    068 40 07.22257(W) AD(1997.00) c
 AF9645  ELLIP H (11/??/99)   24.58   (m)                       GP(1997.00) c c
 AF9645  NAD 83(CORS)-  44 54 07.31315(N)    068 40 07.22279(W) AD(1997.00) c
 AF9645  NAD 83(CORS)-  44 54 07.31315(N)    068 40 07.22279(W) AD(1996.00) c
 AF9645  ELLIP H (09/??/97)   24.61   (m)                       GP(1997.00) c c
 AF9645  ELLIP H (09/??/97)   24.61   (m)                       GP(1996.00) c c
 AF9645
 AF9645.Superseded values are not recommended for survey control.
 AF9645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9645.See file dsdata.txt to determine how the superseded data were derived.
 AF9645
 AF9645_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK2615872121(NAD 83)
 AF9645_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9645
 AF9645                          STATION DESCRIPTION
 AF9645
 AF9645'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AF9645'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AF9645'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AF9645'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AF9645'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AF9645'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ7931 ***********************************************************************
 AJ7931  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ7931  DESIGNATION -  ORONO CORS L1 PHASE CENTER
 AJ7931  CORS_ID     -  ORO_
 AJ7931  PID         -  AJ7931
 AJ7931  STATE/COUNTY-  ME/PENOBSCOT
 AJ7931  USGS QUAD   -  OLD TOWN (1988)
 AJ7931
 AJ7931                         *CURRENT SURVEY CONTROL
 AJ7931  ___________________________________________________________________
 AJ7931* NAD 83(CORS)-  44 54 07.31337(N)    068 40 07.22204(W)     ADJUSTED  
 AJ7931* NAVD 88     -                                                        
 AJ7931  ___________________________________________________________________
 AJ7931  EPOCH DATE  -        2002.00
 AJ7931  X           -   1,646,125.940 (meters)                     COMP
 AJ7931  Y           -  -4,215,283.261 (meters)                     COMP
 AJ7931  Z           -   4,479,660.867 (meters)                     COMP
 AJ7931  ELLIP HEIGHT-          24.84  (meters)          (03/??/02) GPS OBS
 AJ7931  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 AJ7931
 AJ7931  HORZ ORDER  -  SPECIAL (CORS)
 AJ7931  ELLP ORDER  -  SPECIAL (CORS)
 AJ7931
 AJ7931.ITRF positions are available for this station.
 AJ7931.The coordinates were established by GPS observations
 AJ7931.and adjusted by the National Geodetic Survey in March 2002..
 AJ7931.The coordinates are valid at the epoch date displayed above.
 AJ7931.The epoch date for horizontal control is a decimal equivalence
 AJ7931.of Year/Month/Day.
 AJ7931
 AJ7931
 AJ7931.The PID for the CORS ARP is AF9645.
 AJ7931
 AJ7931.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ7931
 AJ7931.The ellipsoidal height was determined by GPS observations
 AJ7931.and is referenced to NAD 83.
 AJ7931
 AJ7931.The geoid height was determined by GEOID03.
 AJ7931
 AJ7931;                    North         East     Units Scale Factor Converg.
 AJ7931;SPC ME E     -   137,271.131   286,679.372   MT  0.99990218   -0 07 08.6
 AJ7931
 AJ7931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7931!SPC ME E     -   0.99999611  x   0.99990218  =   0.99989829
 AJ7931
 AJ7931                          SUPERSEDED SURVEY CONTROL
 AJ7931
 AJ7931  NAD 83(CORS)-  44 54 07.31333(N)    068 40 07.22238(W) AD(1997.00) c
 AJ7931  ELLIP H (07/??/00)   24.83   (m)                       GP(1997.00) c c
 AJ7931  NAD 83(CORS)-  44 54 07.31338(N)    068 40 07.22261(W) AD(1997.00) c
 AJ7931  ELLIP H (11/??/99)   24.69   (m)                       GP(1997.00) c c
 AJ7931  NAD 83(CORS)-  44 54 07.31320(N)    068 40 07.22284(W) AD(1997.00) c
 AJ7931  NAD 83(CORS)-  44 54 07.31320(N)    068 40 07.22284(W) AD(1996.00) c
 AJ7931  ELLIP H (09/??/97)   24.72   (m)                       GP(1997.00) c c
 AJ7931  ELLIP H (09/??/97)   24.72   (m)                       GP(1996.00) c c
 AJ7931
 AJ7931.Superseded values are not recommended for survey control.
 AJ7931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7931.See file dsdata.txt to determine how the superseded data were derived.
 AJ7931
 AJ7931_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK2615872121(NAD 83)
 AJ7931_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AJ7931
 AJ7931                          STATION DESCRIPTION
 AJ7931
 AJ7931'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AJ7931'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ7931'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ7931'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ7931'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ7931'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2144 ***********************************************************************
 PE2144  DESIGNATION -  ORONO STANDPIPE
 PE2144  PID         -  PE2144
 PE2144  STATE/COUNTY-  ME/PENOBSCOT
 PE2144  USGS QUAD   -  OLD TOWN (1988)
 PE2144
 PE2144                         *CURRENT SURVEY CONTROL
 PE2144  ___________________________________________________________________
 PE2144* NAD 83(1996)-  44 53 12.05606(N)    068 41 17.39886(W)     ADJUSTED  
 PE2144* NAVD 88     -                                                        
 PE2144  ___________________________________________________________________
 PE2144  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 PE2144  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 PE2144
 PE2144  HORZ ORDER  -  THIRD
 PE2144
 PE2144.The horizontal coordinates were established by classical geodetic methods
 PE2144.and adjusted by the National Geodetic Survey in March 1998..
 PE2144
 PE2144
 PE2144.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2144
 PE2144.The geoid height was determined by GEOID03.
 PE2144
 PE2144;                    North         East     Units Scale Factor Converg.
 PE2144;SPC ME E     -   135,568.927   285,135.950   MT  0.99990272   -0 07 58.0
 PE2144;UTM  19      - 4,970,409.650   524,625.659   MT  0.99960746   +0 13 12.2
 PE2144
 PE2144                          SUPERSEDED SURVEY CONTROL
 PE2144
 PE2144  NAD 83(1992)-  44 53 12.05490(N)    068 41 17.39855(W) AD(       ) 4
 PE2144  NAD 83(1986)-  44 53 12.05647(N)    068 41 17.39608(W) AD(       ) 4
 PE2144  NAD 27      -  44 53 11.80200(N)    068 41 19.27300(W) AD(       ) 3
 PE2144
 PE2144.Superseded values are not recommended for survey control.
 PE2144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2144.See file dsdata.txt to determine how the superseded data were derived.
 PE2144
 PE2144_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK2462670410(NAD 83)
 PE2144
 PE2144  HISTORY     - Date     Condition        Report By
 PE2144  HISTORY     - 1958     MONUMENTED       CGS
 PE2144  HISTORY     - 1984     GOOD             USPSQD
 PE2144
 PE2144                          STATION DESCRIPTION
 PE2144
 PE2144'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 PE2144'STATION IS LOCATED ABOUT 1 MILE WEST OF ORONO AND 0.1 MILE SOUTH OF
 PE2144'FOREST AVENUE.  IT IS APPROXIMATELY 75 FEET HIGH AND PAINTED SILVER.
 PE2144'
 PE2144'THE POINT INTERSECTED WAS THE CENTER OF STANDPIPE.
 PE2144'
 PE2144'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 2 AND STATE HIGHWAY
 PE2144'16 IN ORONO, GO WEST ON FOREST AVENUE 1.0 MILE TO A DRIVEWAY LEFT,
 PE2144'JUST BEFORE REACHING MR. WHELDENS HOUSE.  TURN LEFT ON DRIVEWAY
 PE2144'0.1 MILE TO HEAVY WOODS AREA.  CONTINUE ON WOODS ROAD 0.1 MILE TO
 PE2144'THE STANDPIPE ON THE LEFT.
 PE2144
 PE2144                          STATION RECOVERY (1984)
 PE2144
 PE2144'RECOVERY NOTE BY US POWER SQUADRON 1984 (ELG)
 PE2144'STATION FOUND GOOD.
 PE2144'
 PE2144'STATION WAS RECOVERED IN GOOD CONDITION.  THE STANDPIPE IS NOW
 PE2144'PAINTED GREEN.  J. C. ELLERBES DESCRIPTION OF 1958 IS GOOD AND
 PE2144'SUFFICIENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1638 ***********************************************************************
 QF1638  DESIGNATION -  ORPHAN IBC
 QF1638  PID         -  QF1638
 QF1638  STATE/COUNTY-  ME/WASHINGTON
 QF1638  USGS QUAD   -  FOREST CITY (1988)
 QF1638
 QF1638                         *CURRENT SURVEY CONTROL
 QF1638  ___________________________________________________________________
 QF1638* NAD 83(1996)-  45 39 21.91994(N)    067 41 58.50182(W)     ADJUSTED  
 QF1638* NAVD 88     -       118.     (meters)     387.     (feet)  SCALED    
 QF1638  ___________________________________________________________________
 QF1638  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 QF1638  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 QF1638
 QF1638  HORZ ORDER  -  THIRD
 QF1638
 QF1638.The horizontal coordinates were established by classical geodetic methods
 QF1638.and adjusted by the National Geodetic Survey in March 1998..
 QF1638
 QF1638.The orthometric height was scaled from a topographic map.
 QF1638
 QF1638.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1638
 QF1638.The geoid height was determined by GEOID03.
 QF1638
 QF1638;                    North         East     Units Scale Factor Converg.
 QF1638;SPC ME E     -   221,364.376   362,379.606   MT  0.99994782   +0 34 20.8
 QF1638;UTM  19      - 5,056,660.093   601,316.067   MT  0.99972620   +0 55 48.3
 QF1638
 QF1638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1638!SPC ME E     -   0.99998526  x   0.99994782  =   0.99993308
 QF1638!UTM  19      -   0.99998526  x   0.99972620  =   0.99971146
 QF1638
 QF1638:                Primary Azimuth Mark                     Grid Az
 QF1638:SPC ME E     -  NONE IBC                                 123 41 55.0
 QF1638:UTM  19      -  NONE IBC                                 123 20 27.5
 QF1638
 QF1638|---------------------------------------------------------------------|
 QF1638| PID    Reference Object                     Distance      Geod. Az  |
 QF1638|                                                           dddmmss.s |
 QF1638| QF1629 NONE IBC                            APPROX. 1.1 KM 1241615.8 |
 QF1638|---------------------------------------------------------------------|
 QF1638
 QF1638                          SUPERSEDED SURVEY CONTROL
 QF1638
 QF1638  NAD 83(1992)-  45 39 21.91680(N)    067 41 58.49998(W) AD(       ) 3
 QF1638  NAD 83(1986)-  45 39 21.92087(N)    067 41 58.51497(W) AD(       ) 3
 QF1638  NAD 27      -  45 39 21.70400(N)    067 42 00.49200(W) AD(       ) 3
 QF1638
 QF1638.Superseded values are not recommended for survey control.
 QF1638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1638.See file dsdata.txt to determine how the superseded data were derived.
 QF1638
 QF1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL0131656660(NAD 83)
 QF1638_MARKER: DD = SURVEY DISK
 QF1638_SETTING: 80 = SET IN A BOULDER
 QF1638_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF1638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1638+STABILITY: SURFACE MOTION
 QF1638
 QF1638  HISTORY     - Date     Condition        Report By
 QF1638  HISTORY     - 1912     MONUMENTED       IBC
 QF1638  HISTORY     - 1972     GOOD             IBC
 QF1638
 QF1638                          STATION DESCRIPTION
 QF1638
 QF1638'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (AJB)
 QF1638'ON THE W SIDE OF SPEDNIK LAKE, ON A SMALL SHARP POINT AT LOW WATER,
 QF1638'0.3 MILE BELOW FOREST CITY LANDING.  IT IS ON THE LOW - WATER LINE ON
 QF1638'N SIDE OF THE POINT, 40 FEET W OF E SIDE OF THE POINT, 150 FEET
 QF1638'OUTSIDE THE EDGE OF TREES WHICH IS ALSO THE HIGH - WATER LINE W OF
 QF1638'THE STATION.  IT IS ON THE LARGEST OF A GROUP OF LARGE BOULDERS
 QF1638'ABOUT 21 FEET SQUARE, 10 FEET HIGH ON THE S SIDE AND 5 FEET HIGH ON
 QF1638'THE N SIDE.  ANOTHER BOULDER OF SIMILAR SIZE IS ABOUT 125 FEET TO THE
 QF1638'S AND A LITTLE CLOSER THE EDGE OF TREES TO THE W.
 QF1638'
 QF1638'STATION MARK IS A US AND CB BRONZE STATION DISK SET IN A DRILL HOLE
 QF1638'IN THE BOULDER.  TWO CROSSES WITHIN TRIANGLES ARE CUT IN THE ROCK,
 QF1638'ONE IS 1.41 METERS AND THE OTHER 2.94 METERS FROM THE STATION.
 QF1638
 QF1638                          STATION RECOVERY (1972)
 QF1638
 QF1638'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1638'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0587 ***********************************************************************
 OB0587  DESIGNATION -  ORR
 OB0587  PID         -  OB0587
 OB0587  STATE/COUNTY-  ME/CUMBERLAND
 OB0587  USGS QUAD   -  ORRS ISLAND (1997)
 OB0587
 OB0587                         *CURRENT SURVEY CONTROL
 OB0587  ___________________________________________________________________
 OB0587* NAD 83(1996)-  43 51 07.09292(N)    069 54 22.03018(W)     ADJUSTED  
 OB0587* NAVD 88     -        50.     (meters)     164.     (feet)  SCALED    
 OB0587  ___________________________________________________________________
 OB0587  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 OB0587  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 OB0587
 OB0587  HORZ ORDER  -  THIRD
 OB0587
 OB0587.The horizontal coordinates were established by classical geodetic methods
 OB0587.and adjusted by the National Geodetic Survey in March 1998..
 OB0587
 OB0587.The orthometric height was scaled from a topographic map.
 OB0587
 OB0587.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0587
 OB0587.The geoid height was determined by GEOID03.
 OB0587
 OB0587;                    North         East     Units Scale Factor Converg.
 OB0587;SPC ME W     -   113,199.195   920,948.689   MT  0.99997206   +0 10 49.8
 OB0587;UTM  19      - 4,855,830.701   427,172.170   MT  0.99966523   -0 37 40.0
 OB0587
 OB0587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0587!SPC ME W     -   0.99999624  x   0.99997206  =   0.99996830
 OB0587!UTM  19      -   0.99999624  x   0.99966523  =   0.99966147
 OB0587
 OB0587:                Primary Azimuth Mark                     Grid Az
 OB0587:SPC ME W     -  ROSS HOUSE CHIMNEY                       292 37 46.1
 OB0587:UTM  19      -  ROSS HOUSE CHIMNEY                       293 26 15.9
 OB0587
 OB0587|---------------------------------------------------------------------|
 OB0587| PID    Reference Object                     Distance      Geod. Az  |
 OB0587|                                                           dddmmss.s |
 OB0587| OB0594 ROSS HOUSE CHIMNEY                  APPROX. 7.2 KM 2924835.9 |
 OB0587| OB0598 BOWDOIN COLL CHAPEL S TURRET        APPROX. 7.7 KM 3242028.7 |
 OB0587| OB0599 BRUNSWICK BOWDOIN COLL CHAPEL       APPROX. 7.7 KM 3242409.3 |
 OB0587| OB0597 BRUNSWICK CONG CHURCH SPIRE         APPROX. 8.0 KM 3250241.5 |
 OB0587| OB0593 TATE                                APPROX.17.4 KM 3354828.0 |
 OB0587|---------------------------------------------------------------------|
 OB0587
 OB0587                          SUPERSEDED SURVEY CONTROL
 OB0587
 OB0587  NAD 83(1992)-  43 51 07.09130(N)    069 54 22.02942(W) AD(       ) 3
 OB0587  NAD 83(1986)-  43 51 07.09697(N)    069 54 22.03468(W) AD(       ) 3
 OB0587  NAD 27      -  43 51 06.80000(N)    069 54 23.88000(W) AD(       ) 3
 OB0587
 OB0587.Superseded values are not recommended for survey control.
 OB0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0587.See file dsdata.txt to determine how the superseded data were derived.
 OB0587
 OB0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ2717255831(NAD 83)
 OB0587
 OB0587  HISTORY     - Date     Condition        Report By
 OB0587  HISTORY     - 1854     MONUMENTED       CGS
 OB0587  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OB0587
 OB0587                          STATION DESCRIPTION
 OB0587
 OB0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1854 (COB)
 OB0587'ON THE HIGHEST PART OF ORRS HILL ON THE NORTHERN PART OF
 OB0587'SEBASCODEGAN ISLAND.  THIS ISLAND IS LARGE AND OF VERY IRREGULAR
 OB0587'SHAPE AND LIES BETWEEN NEW MEADOWS RIVER AND HARPSWELL
 OB0587'SOUND.  THE TREES ON THE SUMMIT WERE ALL CUT DOWN EXCEPT TO THE
 OB0587'NORTHWARD.  THE STATION IS ON A BARE ROCK AND IS ABOUT 1/2 MILE
 OB0587'FROM THE N END OF THE ISLAND, ABOUT A MILE N OF THE VILLAGE OF
 OB0587'EAST HARPSWELL, AND ABOUT 1/4 MILE NE OF A FORK OF ROADS, ONE
 OB0587'OF WHICH PASSES TO THE WESTWARD OF THE STATION AND LEADS TO
 OB0587'BRUNSWICK, WHICH IS ABOUT 6 MILES DISTANT TO THE NW.  THE
 OB0587'STATION IS MARKED BY A HOLE DRILLED IN THE ROCK.
 OB0587
 OB0587                          STATION RECOVERY (1933)
 OB0587
 OB0587'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OB0587'THIS STATION WAS LOST.  A THOROUGH SEARCH WAS MADE ON THE HIGHEST
 OB0587'PART OF ORRS HILL ON SEBASCODEGAN ISLAND AND THE ONLY EVIDENCE
 OB0587'FOUND OF A STATION HAVING BEEN THERE WAS THREE PILES OF STONE
 OB0587'FORMING A TRIANGLE.  WHAT WAS FORMERLY BARE ROCK IS NOW ABOUT 3
 OB0587'INCHES OF MOSS AND DECAYED CRUMBLING ROCK.
 OB0587'
 OB0587'TO REACH FROM BRUNSWICK, MAINE--FOLLOW STATE HIGHWAYS 123 AND
 OB0587'124 SE OUT OF BRUNSWICK TO A POINT WHERE THE TWO ROADS FORK.  SET
 OB0587'SPEEDOMETER AT ZERO AND TAKE LEFT FORK FOLLOWING STATE HIGHWAY
 OB0587'124 TO 5.0 MILES TURN LEFT AND STOP TRUCK AT 5.2.  WALK N UP ORRS
 OB0587'HILL ABOUT 1/4 MILE TO SUMMIT.
 OB0587'
 OB0587'A 50-FOOT TRIPOD WOULD BE NECESSARY TO CLEAR ALL TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0589 ***********************************************************************
 OB0589  DESIGNATION -  ORR 2
 OB0589  PID         -  OB0589
 OB0589  STATE/COUNTY-  ME/CUMBERLAND
 OB0589  USGS QUAD   -  ORRS ISLAND (1997)
 OB0589
 OB0589                         *CURRENT SURVEY CONTROL
 OB0589  ___________________________________________________________________
 OB0589* NAD 83(1996)-  43 51 07.08475(N)    069 54 22.04912(W)     ADJUSTED  
 OB0589* NAVD 88     -        50.     (meters)     164.     (feet)  SCALED    
 OB0589  ___________________________________________________________________
 OB0589  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 OB0589  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 OB0589
 OB0589  HORZ ORDER  -  THIRD
 OB0589
 OB0589.The horizontal coordinates were established by classical geodetic methods
 OB0589.and adjusted by the National Geodetic Survey in March 1998..
 OB0589
 OB0589.The orthometric height was scaled from a topographic map.
 OB0589
 OB0589.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0589
 OB0589.The geoid height was determined by GEOID03.
 OB0589
 OB0589;                    North         East     Units Scale Factor Converg.
 OB0589;SPC ME W     -   113,198.941   920,948.266   MT  0.99997206   +0 10 49.8
 OB0589;UTM  19      - 4,855,830.453   427,171.745   MT  0.99966524   -0 37 40.0
 OB0589
 OB0589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0589!SPC ME W     -   0.99999624  x   0.99997206  =   0.99996830
 OB0589!UTM  19      -   0.99999624  x   0.99966524  =   0.99966148
 OB0589
 OB0589|---------------------------------------------------------------------|
 OB0589| PID    Reference Object                     Distance      Geod. Az  |
 OB0589|                                                           dddmmss.s |
 OB0589| CE8355 ORR 2 RM 1                            8.360 METERS 00710     |
 OB0589| OB0501 WEST BATH STANDPIPE                 APPROX. 8.7 KM 0351718.7 |
 OB0589| OB0504 GREAT HILL RESET                    APPROX. 6.5 KM 0403923.8 |
 OB0589| OB0563 FOSTER POINT HOUSE FLAGPOLE         APPROX. 2.0 KM 0602233.7 |
 OB0589| OB0564 FOSTER PT PYRAMIDAL ROOF PEAK       APPROX. 2.0 KM 0721309.7 |
 OB0589| OB0573 HARPSWELL SKOLFIELDS BARN CUP       APPROX. 3.6 KM 2714554.8 |
 OB0589| OB0575 HARPSWELL MERRUCOONEGAN CUPOLA      APPROX. 3.5 KM 2744400.3 |
 OB0589| CE8356 ORR 2 RM 2                            5.182 METERS 27928     |
 OB0589| OB0591 BRUNSWICK BLACK STANDPIPE           APPROX. 9.9 KM 3184530.7 |
 OB0589| OB0596 BRUNSWICK CHURCH BLACK SPIRE        APPROX. 8.5 KM 3233437.1 |
 OB0589| OB0592 BRUNSWICK TOPSHAM CONC TK VENT      APPROX. 9.6 KM 3240949.4 |
 OB0589| OB0599 BRUNSWICK BOWDOIN COLL CHAPEL       APPROX. 7.7 KM 3242422.4 |
 OB0589| OB0590 BUTTERMILK POINT CHURCH SPIRE       APPROX. 3.7 KM 3474139.5 |
 OB0589|---------------------------------------------------------------------|
 OB0589
 OB0589                          SUPERSEDED SURVEY CONTROL
 OB0589
 OB0589  NAD 83(1992)-  43 51 07.08313(N)    069 54 22.04831(W) AD(       ) 3
 OB0589  NAD 83(1986)-  43 51 07.08878(N)    069 54 22.05359(W) AD(       ) 3
 OB0589  NAD 27      -  43 51 06.79600(N)    069 54 23.88200(W) AD(       ) 3
 OB0589
 OB0589.Superseded values are not recommended for survey control.
 OB0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0589.See file dsdata.txt to determine how the superseded data were derived.
 OB0589
 OB0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ2717255830(NAD 83)
 OB0589
 OB0589  HISTORY     - Date     Condition        Report By
 OB0589  HISTORY     - 1933     MONUMENTED       CGS
 OB0589  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0589  HISTORY     - 1957     SEE DESCRIPTION  USGS
 OB0589
 OB0589                          STATION DESCRIPTION
 OB0589
 OB0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OB0589'THIS STATION IS ON SEBASCODEGAN ISLAND IN CASCO BAY, ON THE
 OB0589'HIGHEST PART OF WHAT IS KNOWN AS ORRS HILL WHICH IS
 OB0589'ABOUT 1 MILE W OF THE NEW MEADOWS RIVER AND ABOUT 3/4 MILE
 OB0589'SE OF SIMONS GURNET.
 OB0589'
 OB0589'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 OB0589'WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.
 OB0589'
 OB0589'STATION AND BOTH REFERENCE MARKS ARE IN THE LEDGE WHICH
 OB0589'OUTCROPS ON TOP OF THE HILL AND IN A SMALL CLEAR SPACE WHICH IS
 OB0589'SURROUNDED BY FIRS AND WHITE PINES.
 OB0589'
 OB0589'TO REACH FROM BRUNSWICK, MAINE, TAKE HIGHWAYS 123 AND 124 WHICH
 OB0589'SEPARATE ON THE S EDGE OF BRUNSWICK, FROM THIS JUNCTION, TAKE
 OB0589'HIGHWAY 124, 5.05 MILES AND TURN LEFT WHERE MAIN ROAD DESCENDS
 OB0589'SHARPLY.  AT 5.65 TURN LEFT INTO DIM WOODS ROAD KEEP STRAIGHT
 OB0589'AT SIDE ROAD AT 5.85, AT 5.95 TURN RIGHT THROUGH GAP IN STONE
 OB0589'WALL AND CONTINUE TO VERY DIM ROAD ON LEFT AT 6.15 MILES.  STOP
 OB0589'CAR HERE AND FOLLOW THIS DIM ROAD (WHICH BECOMES A TRAIL) ABOUT
 OB0589'1/4 MILE TO TOP OF HILL AND STATION.
 OB0589'
 OB0589'HEIGHT OF SIGNAL ABOVE STATION MARK - 15 METERS.
 OB0589
 OB0589                          STATION RECOVERY (1942)
 OB0589
 OB0589'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OB0589'RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE, EXCEPT STATE
 OB0589'HIGHWAY 24 SHOULD BE INSERTED WHERE STATE HIGHWAY 124 IS
 OB0589'MENTIONED.
 OB0589
 OB0589                          STATION RECOVERY (1957)
 OB0589
 OB0589'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957 (LB)
 OB0589'NOT ON U.S.G.S. LIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0585 ***********************************************************************
 OB0585  DESIGNATION -  ORR I LOVELLS COVE PT HSE CHIM
 OB0585  PID         -  OB0585
 OB0585  STATE/COUNTY-  ME/CUMBERLAND
 OB0585  USGS QUAD   -  ORRS ISLAND (1997)
 OB0585
 OB0585                         *CURRENT SURVEY CONTROL
 OB0585  ___________________________________________________________________
 OB0585* NAD 83(1996)-  43 45 17.41009(N)    069 58 25.18069(W)     ADJUSTED  
 OB0585* NAVD 88     -                                                        
 OB0585  ___________________________________________________________________
 OB0585  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 OB0585  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 OB0585
 OB0585  HORZ ORDER  -  THIRD
 OB0585
 OB0585.The horizontal coordinates were established by classical geodetic methods
 OB0585.and adjusted by the National Geodetic Survey in March 1998..
 OB0585
 OB0585
 OB0585.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0585
 OB0585.The geoid height was determined by GEOID03.
 OB0585
 OB0585;                    North         East     Units Scale Factor Converg.
 OB0585;SPC ME W     -   102,392.244   915,543.309   MT  0.99996964   +0 08 00.5
 OB0585;UTM  19      - 4,845,104.233   421,616.679   MT  0.99967557   -0 40 24.2
 OB0585
 OB0585                          SUPERSEDED SURVEY CONTROL
 OB0585
 OB0585  NAD 83(1992)-  43 45 17.40800(N)    069 58 25.18044(W) AD(       ) 4
 OB0585  NAD 83(1986)-  43 45 17.41381(N)    069 58 25.18579(W) AD(       ) 4
 OB0585  NAD 27      -  43 45 17.11000(N)    069 58 27.02000(W) AD(       ) 3
 OB0585
 OB0585.Superseded values are not recommended for survey control.
 OB0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0585.See file dsdata.txt to determine how the superseded data were derived.
 OB0585
 OB0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ2161745104(NAD 83)
 OB0585
 OB0585  HISTORY     - Date     Condition        Report By
 OB0585  HISTORY     - UNK      MONUMENTED
 OB0585  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0585
 OB0585                          STATION DESCRIPTION
 OB0585
 OB0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OB0585'THE RED BRICK CHIMNEY AT THE E SIDE OF A 2-STORY YELLOW WOOD
 OB0585'HOUSE HAS A DECIDED FLARE-OUT AT THE TOP.  THERE IS AN ORNAMENTAL
 OB0585'RAILING AROUND THE APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0580 ***********************************************************************
 OB0580  DESIGNATION -  ORR ISLAND 1854
 OB0580  PID         -  OB0580
 OB0580  STATE/COUNTY-  ME/CUMBERLAND
 OB0580  USGS QUAD   -  ORRS ISLAND (1997)
 OB0580
 OB0580                         *CURRENT SURVEY CONTROL
 OB0580  ___________________________________________________________________
 OB0580* NAD 83(1996)-  43 46 10.99420(N)    069 58 14.67484(W)     ADJUSTED  
 OB0580* NAVD 88     -        36.     (meters)     118.     (feet)  SCALED    
 OB0580  ___________________________________________________________________
 OB0580  LAPLACE CORR-           2.43  (seconds)                    DEFLEC99
 OB0580  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 OB0580
 OB0580  HORZ ORDER  -  THIRD
 OB0580
 OB0580.The horizontal coordinates were established by classical geodetic methods
 OB0580.and adjusted by the National Geodetic Survey in March 1998..
 OB0580
 OB0580.The orthometric height was scaled from a topographic map.
 OB0580
 OB0580.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0580
 OB0580.The geoid height was determined by GEOID03.
 OB0580
 OB0580;                    North         East     Units Scale Factor Converg.
 OB0580;SPC ME W     -   104,046.519   915,774.417   MT  0.99996973   +0 08 07.9
 OB0580;UTM  19      - 4,846,754.603   421,870.988   MT  0.99967508   -0 40 17.6
 OB0580
 OB0580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0580!SPC ME W     -   0.99999844  x   0.99996973  =   0.99996817
 OB0580!UTM  19      -   0.99999844  x   0.99967508  =   0.99967352
 OB0580
 OB0580                          SUPERSEDED SURVEY CONTROL
 OB0580
 OB0580  NAD 83(1992)-  43 46 10.99220(N)    069 58 14.67455(W) AD(       ) 3
 OB0580  NAD 83(1986)-  43 46 10.99801(N)    069 58 14.67990(W) AD(       ) 3
 OB0580  NAD 27      -  43 46 10.70000(N)    069 58 16.50000(W) AD(       ) 3
 OB0580
 OB0580.Superseded values are not recommended for survey control.
 OB0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0580.See file dsdata.txt to determine how the superseded data were derived.
 OB0580
 OB0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ2187146755(NAD 83)
 OB0580
 OB0580  HISTORY     - Date     Condition        Report By
 OB0580  HISTORY     - 1854     MONUMENTED       CGS
 OB0580  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OB0580  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0580
 OB0580                          STATION DESCRIPTION
 OB0580
 OB0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1854 (COB)
 OB0580'ON BYLES POINT, ON A HIGH, LONG, ROCKY HILL AT NE END OF ORR ISLAND,
 OB0580'ON THE ROAD TO SEBASCADEGAN, WHICH CROSSES THE BRIDGE A SHORT
 OB0580'DISTANCE ABOVE THE STATION.  THE STATION IS MARKED BY A HOLE
 OB0580'DRILLED IN THE LEDGE.
 OB0580
 OB0580                          STATION RECOVERY (1933)
 OB0580
 OB0580'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OB0580'STATION LOST.  NO SIGN OF MARKING FOUND.
 OB0580
 OB0580                          STATION RECOVERY (1942)
 OB0580
 OB0580'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OB0580'SEARCHED FOR BUT NOT FOUND.  PLANE TABLE METHODS MIGHT LOCATE THE
 OB0580'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2176 ***********************************************************************
 PE2176  DESIGNATION -  ORRINGTON 1863
 PE2176  PID         -  PE2176
 PE2176  STATE/COUNTY-  ME/PENOBSCOT
 PE2176  USGS QUAD   -  HAMPDEN (1982)
 PE2176
 PE2176                         *CURRENT SURVEY CONTROL
 PE2176  ___________________________________________________________________
 PE2176* NAD 83(1996)-  44 43 38.56165(N)    068 48 53.33431(W)     ADJUSTED  
 PE2176* NAVD 88     -        61.     (meters)     200.     (feet)  SCALED    
 PE2176  ___________________________________________________________________
 PE2176  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 PE2176  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 PE2176
 PE2176  HORZ ORDER  -  THIRD
 PE2176
 PE2176.The horizontal coordinates were established by classical geodetic methods
 PE2176.and adjusted by the National Geodetic Survey in March 1998..
 PE2176
 PE2176.The orthometric height was scaled from a topographic map.
 PE2176
 PE2176.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2176
 PE2176.The geoid height was determined by GEOID03.
 PE2176
 PE2176;                    North         East     Units Scale Factor Converg.
 PE2176;SPC ME E     -   117,898.549   275,062.892   MT  0.99990764   -0 13 17.6
 PE2176;UTM  19      - 4,952,682.981   514,664.451   MT  0.99960264   +0 07 49.2
 PE2176
 PE2176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2176!SPC ME E     -   0.99999438  x   0.99990764  =   0.99990202
 PE2176!UTM  19      -   0.99999438  x   0.99960264  =   0.99959702
 PE2176
 PE2176:                Primary Azimuth Mark                     Grid Az
 PE2176:SPC ME E     -  STUBBS 1864                              166 00 46.8
 PE2176:UTM  19      -  STUBBS 1864                              165 39 40.0
 PE2176
 PE2176|---------------------------------------------------------------------|
 PE2176| PID    Reference Object                     Distance      Geod. Az  |
 PE2176|                                                           dddmmss.s |
 PE2176| PE2175 STUBBS 1864                         APPROX. 5.5 KM 1654729.2 |
 PE2176| PE2164 SANDY HEAD FLAG IN TREE             APPROX. 3.8 KM 2104435.5 |
 PE2176| PE2169 BRAGDON CASTLE                      APPROX. 1.8 KM 2465704.3 |
 PE2176| PE2159 HAMPDEN CLOCKFACE BELFRY DOME       APPROX. 2.4 KM 2835713.3 |
 PE2176| PE2157 ORRINGTON CHURCH SPIRE              APPROX. 0.9 KM 2945440.0 |
 PE2176| PE2165 HAMPDEN BAPTIST CHURCH              APPROX. 2.3 KM 3051837.2 |
 PE2176| PE2168 HAMPDEN CONGREGATIONAL CHURCH       APPROX. 2.7 KM 3213406.8 |
 PE2176|---------------------------------------------------------------------|
 PE2176
 PE2176                          SUPERSEDED SURVEY CONTROL
 PE2176
 PE2176  NAD 83(1992)-  44 43 38.55825(N)    068 48 53.32759(W) AD(       ) 3
 PE2176  NAD 83(1986)-  44 43 38.55678(N)    068 48 53.32889(W) AD(       ) 3
 PE2176  NAD 27      -  44 43 38.30000(N)    068 48 55.21000(W) AD(       ) 3
 PE2176
 PE2176.Superseded values are not recommended for survey control.
 PE2176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2176.See file dsdata.txt to determine how the superseded data were derived.
 PE2176
 PE2176_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1466452683(NAD 83)
 PE2176
 PE2176  HISTORY     - Date     Condition        Report By
 PE2176  HISTORY     - 1863     MONUMENTED       CGS
 PE2176  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2176  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE2176
 PE2176                          STATION DESCRIPTION
 PE2176
 PE2176'DESCRIBED BY COAST AND GEODETIC SURVEY 1863 (SCM)
 PE2176'STATION IS ON A HILL ON THE E SIDE OF PENOBSCOT RIVER ABOUT
 PE2176'3/4 MILE FROM THE SHORE, 5/8 MILE SE OF THE VILLAGE OF ORRINGTON,
 PE2176'AND 1/4 MILE E OF THE MAIN CENTRAL RAILROAD.  THE STATION IS
 PE2176'A COPPER BOLT SET IN A HOLE IN THE ROCK.
 PE2176
 PE2176                          STATION RECOVERY (1934)
 PE2176
 PE2176'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2176'THE TOP OF THE HILL WAS SEARCHED OVER THOROUGHLY WITH NO
 PE2176'RESULT.  THE STATION WAS MARKED BY A COPPER BOLT IN A BOULDER
 PE2176'AND IS STILL PROBABLY IN EXISTENCE, CONCEALED BY BRUSH OR SOIL.
 PE2176
 PE2176                          STATION RECOVERY (1944)
 PE2176
 PE2176'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE2176'STATION COULD NOT BE FOUND AFTER A THOROUGH SEARCH.  FOR ALL
 PE2176'PRACTICAL PURPOSES IT SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2157 ***********************************************************************
 PE2157  DESIGNATION -  ORRINGTON CHURCH SPIRE
 PE2157  PID         -  PE2157
 PE2157  STATE/COUNTY-  ME/PENOBSCOT
 PE2157  USGS QUAD   -  HAMPDEN (1982)
 PE2157
 PE2157                         *CURRENT SURVEY CONTROL
 PE2157  ___________________________________________________________________
 PE2157* NAD 83(1996)-  44 43 51.47277(N)    068 49 32.33975(W)     ADJUSTED  
 PE2157* NAVD 88     -                                                        
 PE2157  ___________________________________________________________________
 PE2157  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 PE2157  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 PE2157
 PE2157  HORZ ORDER  -  THIRD
 PE2157
 PE2157.The horizontal coordinates were established by classical geodetic methods
 PE2157.and adjusted by the National Geodetic Survey in March 1998..
 PE2157
 PE2157
 PE2157.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2157
 PE2157.The geoid height was determined by GEOID03.
 PE2157
 PE2157;                    North         East     Units Scale Factor Converg.
 PE2157;SPC ME E     -   118,300.432   274,206.237   MT  0.99990818   -0 13 45.1
 PE2157;UTM  19      - 4,953,079.474   513,805.607   MT  0.99960234   +0 07 21.7
 PE2157
 PE2157                          SUPERSEDED SURVEY CONTROL
 PE2157
 PE2157  NAD 83(1992)-  44 43 51.46907(N)    068 49 32.33324(W) AD(       ) 4
 PE2157  NAD 83(1986)-  44 43 51.46762(N)    068 49 32.33462(W) AD(       ) 4
 PE2157  NAD 27      -  44 43 51.21000(N)    068 49 34.21000(W) AD(       ) 3
 PE2157
 PE2157.Superseded values are not recommended for survey control.
 PE2157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2157.See file dsdata.txt to determine how the superseded data were derived.
 PE2157
 PE2157_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1380653079(NAD 83)
 PE2157
 PE2157  HISTORY     - Date     Condition        Report By
 PE2157  HISTORY     - UNK      MONUMENTED
 PE2157  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2157  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE2157  HISTORY     - 1956     SEE DESCRIPTION  CGS
 PE2157  HISTORY     - 1957     SEE DESCRIPTION  CGS
 PE2157
 PE2157                          STATION DESCRIPTION
 PE2157
 PE2157'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2157'THE CHURCH IS OVER 100 YEARS OF AGE ACCORDING TO LOCAL
 PE2157'RESIDENTS.  IT IS A METHODIST CHURCH AND HAS A SQUARE BELFRY
 PE2157'AND A SHARP SHINGLED SPIRE.
 PE2157
 PE2157                          STATION RECOVERY (1944)
 PE2157
 PE2157'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE2157'STATION RECOVERED BUT SPIRE IS NOW OUT OF PLUMB.  RECOVERY
 PE2157'NOTE OF K.G.C. IN 1934 IS ADEQUATE, EXCEPT SPIRE HAS A LARGE
 PE2157'WEATHER VANE ON IT.
 PE2157
 PE2157                          STATION RECOVERY (1956)
 PE2157
 PE2157'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (VES)
 PE2157'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. IN
 PE2157'SO FAR AS COULD BE ASCERTAINED BY LOCAL INQUIRY, THIS IS THE
 PE2157'SAME CHURCH AND SPIRE IN EXISTENCE IN 1864.
 PE2157
 PE2157                          STATION RECOVERY (1957)
 PE2157
 PE2157'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 PE2157'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE 1944 RECOVERY
 PE2157'NOTE BY FLP IS ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2619 ***********************************************************************
 PE2619  DESIGNATION -  ORRS HILL 1911
 PE2619  PID         -  PE2619
 PE2619  STATE/COUNTY-  ME/HANCOCK
 PE2619  USGS QUAD   -  CAPE ROSIER (1979)
 PE2619
 PE2619                         *CURRENT SURVEY CONTROL
 PE2619  ___________________________________________________________________
 PE2619* NAD 83(1996)-  44 20 03.00086(N)    068 49 30.04511(W)     ADJUSTED  
 PE2619* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 PE2619  ___________________________________________________________________
 PE2619  LAPLACE CORR-           3.10  (seconds)                    DEFLEC99
 PE2619  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 PE2619
 PE2619  HORZ ORDER  -  THIRD
 PE2619
 PE2619.The horizontal coordinates were established by classical geodetic methods
 PE2619.and adjusted by the National Geodetic Survey in March 1998..
 PE2619
 PE2619.The orthometric height was scaled from a topographic map.
 PE2619
 PE2619.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2619
 PE2619.The geoid height was determined by GEOID03.
 PE2619
 PE2619;                    North         East     Units Scale Factor Converg.
 PE2619;SPC ME E     -    74,211.411   274,081.326   MT  0.99990826   -0 13 37.7
 PE2619;UTM  19      - 4,909,004.000   513,950.483   MT  0.99960239   +0 07 20.2
 PE2619
 PE2619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2619!SPC ME E     -   1.00000207  x   0.99990826  =   0.99991033
 PE2619!UTM  19      -   1.00000207  x   0.99960239  =   0.99960446
 PE2619
 PE2619                          SUPERSEDED SURVEY CONTROL
 PE2619
 PE2619  NAD 83(1992)-  44 20 03.00810(N)    068 49 30.02496(W) AD(       ) 3
 PE2619  NAD 83(1986)-  44 20 02.98570(N)    068 49 30.03147(W) AD(       ) 3
 PE2619  NAD 27      -  44 20 02.63300(N)    068 49 31.94700(W) AD(       ) 3
 PE2619
 PE2619.Superseded values are not recommended for survey control.
 PE2619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2619.See file dsdata.txt to determine how the superseded data were derived.
 PE2619
 PE2619_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1395009004(NAD 83)
 PE2619_MARKER: B = BOLT
 PE2619_SETTING: 66 = SET IN ROCK OUTCROP
 PE2619_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 PE2619_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2619_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE2619+STABILITY: POSITION/ELEVATION WELL
 PE2619
 PE2619  HISTORY     - Date     Condition        Report By
 PE2619  HISTORY     - 1911     MONUMENTED       CGS
 PE2619  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2619  HISTORY     - 1957     SEE DESCRIPTION  CGS
 PE2619  HISTORY     - 1983     GOOD             NOS
 PE2619
 PE2619                          STATION DESCRIPTION
 PE2619
 PE2619'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (NHH)
 PE2619'STATION IS ON THE EASTERN SHORE OF E PENOBSCOT BAY, ON THE MOST
 PE2619'WESTERLY POINT OF ROCK OF THE BARE HILL N OF ORRS HILL AND ABOUT
 PE2619'1-1/2 MILES N OF CAPE ROSIER.  THE STATION IS ABOUT 40 METERS BACK
 PE2619'OF THE HIGH-WATER LINE AND IS MARKED BY A COPPER BOLT SET IN A
 PE2619'HOLE IN THE ROCK AND SURROUNDED BY A TRIANGLE CUT IN THE ROCK,
 PE2619'THE TRIANGLE HAVING A 3/4-INCH DRILL HOLE AT EACH OF ITS ANGLES.
 PE2619'THREE REFERENCE MARKS, 3/4-INCH DRILLED HOLES FILLED WITH LEAD ARE
 PE2619'PLACED, RESPECTIVELY, 5.47 METERS NNE, 4.04 METERS ESE, AND
 PE2619'4.97 METERS S BY E FROM THE STATION.
 PE2619
 PE2619                          STATION RECOVERY (1934)
 PE2619
 PE2619'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2619'THE STATION WAS RECOVERED AS DESCRIBED.  THE STATION WAS LEFT
 PE2619'UNDISTURBED AND TWO REFERENCE MARKS WERE INSTALLED, STANDARD
 PE2619'BRONZE DISKS WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.  NO
 PE2619'OBSERVATIONS WERE TAKEN ON OR FROM THE STATION IN 1934, EXCEPT
 PE2619'TO THE REFERENCE MARKS AS SHOWN BELOW.
 PE2619'
 PE2619'THE STATION IS EASILY REACHED BY BOAT.  IT CAN BE REACHED BY
 PE2619'WALKING S ALONG SHORE LINE FROM STATION FOSTER.
 PE2619
 PE2619                          STATION RECOVERY (1957)
 PE2619
 PE2619'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 PE2619'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 PE2619'CONDITION.  THE 1934 DESCRIPTION BY K. G. C. IS ADEQUATE WITH
 PE2619'THE FOLLOWING ADDITION--
 PE2619'
 PE2619'THE DISTANCE TO DRILL HOLE NO. 1 MEASURED 5.37 METERS, NOT 5.47
 PE2619'METERS.  ALL OTHER DISTANCES CHECKED THOSE OBTAINED IN 1934.
 PE2619'
 PE2619'REFERENCE MARKS 1 AND 2 ARE STANDARD REFERENCES DISKS STAMPED
 PE2619'ORRS HILL NO. 1 1934 AND ORRS HILL NO. 2 1934 RESPECTIVELY.
 PE2619
 PE2619                          STATION RECOVERY (1983)
 PE2619
 PE2619'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1983 (RST)
 PE2619'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2687 ***********************************************************************
 OC2687  DESIGNATION -  OSSIPEE LOT
 OC2687  PID         -  OC2687
 OC2687  STATE/COUNTY-  ME/YORK
 OC2687  USGS QUAD   -  WATERBORO (1983)
 OC2687
 OC2687                         *CURRENT SURVEY CONTROL
 OC2687  ___________________________________________________________________
 OC2687* NAD 83(1996)-  43 35 15.78888(N)    070 44 21.71343(W)     ADJUSTED  
 OC2687* NAVD 88     -                                                        
 OC2687  ___________________________________________________________________
 OC2687  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 OC2687  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 OC2687
 OC2687  HORZ ORDER  -  THIRD
 OC2687
 OC2687.The horizontal coordinates were established by classical geodetic methods
 OC2687.and adjusted by the National Geodetic Survey in March 1998..
 OC2687
 OC2687
 OC2687.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2687
 OC2687.The geoid height was determined by GEOID03.
 OC2687
 OC2687;                    North         East     Units Scale Factor Converg.
 OC2687;SPC ME W     -    83,966.452   853,750.686   MT  0.99999297   -0 23 41.5
 OC2687;UTM  19      - 4,827,553.084   359,584.860   MT  0.99984252   -1 11 57.9
 OC2687
 OC2687                          SUPERSEDED SURVEY CONTROL
 OC2687
 OC2687  NAD 83(1992)-  43 35 15.78734(N)    070 44 21.71498(W) AD(       ) 4
 OC2687  NAD 83(1986)-  43 35 15.79427(N)    070 44 21.72102(W) AD(       ) 4
 OC2687  NAD 27      -  43 35 15.50622(N)    070 44 23.51484(W) AD(       ) 3
 OC2687
 OC2687.Superseded values are not recommended for survey control.
 OC2687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2687.See file dsdata.txt to determine how the superseded data were derived.
 OC2687
 OC2687_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ5958527553(NAD 83)
 OC2687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OC2687+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2005
 OC2687
 OC2687  HISTORY     - Date     Condition        Report By
 OC2687  HISTORY     - UNK      MONUMENTED
 OC2687  HISTORY     - 1976     SEE DESCRIPTION  NGS
 OC2687  HISTORY     - 20050722 GOOD             GEOCAC
 OC2687
 OC2687                          STATION DESCRIPTION
 OC2687
 OC2687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2687'THE STATION IS A FIRE TOWER LOCATED ATOP OSSIPEE HILL ABOUT
 OC2687'3-1/2 MILES NORTH OF WATERBORO.  IT IS ABOUT 50 FEET HIGH,
 OC2687'FOUR LEGGED, PAINTED BROWN AND TOPPED BY A 14 BY 14 FOOT
 OC2687'CABIN.  THE TOWER IS WOODEN IN CONSTRUCTION. IT IS
 OC2687'ON PROPERTY LEASED BY THE FOREST SERVICE AND IS
 OC2687'PRESENTLY USED AS A FIRE LOOKOUT STATION.  IT IS
 OC2687'ABOUT 400 FEET FROM STATION OSSIPEE 1851.
 OC2687'
 OC2687'DESCRIBED BY GREGORY S. NELSON.
 OC2687
 OC2687                          STATION RECOVERY (2005)
 OC2687
 OC2687'RECOVERY NOTE BY GEOCACHING 2005 (JKS)
 OC2687'RECOVERED IN GOOD CONDITION AT THE DESCRIBED LOCATION. SUBMITTED BY
 OC2687'J.K. SNYDER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2669 ***********************************************************************
 OC2669  DESIGNATION -  OSSIPEE RESET
 OC2669  PID         -  OC2669
 OC2669  STATE/COUNTY-  ME/YORK
 OC2669  USGS QUAD   -  WATERBORO (1983)
 OC2669
 OC2669                         *CURRENT SURVEY CONTROL
 OC2669  ___________________________________________________________________
 OC2669* NAD 83(1996)-  43 35 18.57746(N)    070 44 25.76778(W)     ADJUSTED  
 OC2669* NAVD 88     -       323.8    (meters)    1062.     (feet)  VERTCON   
 OC2669  ___________________________________________________________________
 OC2669  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 OC2669  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 OC2669
 OC2669  HORZ ORDER  -  FIRST
 OC2669
 OC2669.The horizontal coordinates were established by classical geodetic methods
 OC2669.and adjusted by the National Geodetic Survey in March 1998..
 OC2669
 OC2669.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2669
 OC2669.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2669
 OC2669.The geoid height was determined by GEOID03.
 OC2669
 OC2669;                    North         East     Units Scale Factor Converg.
 OC2669;SPC ME W     -    84,053.138   853,660.331   MT  0.99999307   -0 23 44.3
 OC2669;SPC NH       -   121,337.476   374,794.190   MT  1.00003545   +0 38 19.0
 OC2669;SPC NH       -   398,088.04  1,229,637.27   sFT  1.00003545   +0 38 19.0
 OC2669;UTM  19      - 4,827,641.018   359,495.744   MT  0.99984283   -1 12 00.8
 OC2669
 OC2669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2669!SPC ME W     -   0.99995342  x   0.99999307  =   0.99994649
 OC2669!SPC NH       -   0.99995342  x   1.00003545  =   0.99998887
 OC2669!UTM  19      -   0.99995342  x   0.99984283  =   0.99979626
 OC2669
 OC2669|---------------------------------------------------------------------|
 OC2669| PID    Reference Object                     Distance      Geod. Az  |
 OC2669|                                                           dddmmss.s |
 OC2669| CE8357 OSSIPEE RM 1                          7.099 METERS 11836     |
 OC2669| OC2686 TT 6 TDA                            130.801 METERS 12547     |
 OC2669| OC2687 OSSIPEE LOT                         125.215 METERS 13325     |
 OC2669| OC2720 WATERBORO FAA MAST                  APPROX. 3.9 KM 1994522.9 |
 OC2669| CE8358 OSSIPEE RM 2                          6.311 METERS 22423     |
 OC2669| OC2722 ABBOTT                              APPROX. 7.6 KM 2762531.3 |
 OC2669|---------------------------------------------------------------------|
 OC2669
 OC2669                          SUPERSEDED SURVEY CONTROL
 OC2669
 OC2669  NAD 83(1992)-  43 35 18.57590(N)    070 44 25.76932(W) AD(       ) 1
 OC2669  NAD 83(1986)-  43 35 18.58281(N)    070 44 25.77528(W) AD(       ) 1
 OC2669  NAD 27      -  43 35 18.29600(N)    070 44 27.56700(W) AD(       ) 1
 OC2669  NGVD 29 (07/19/86)  324.0    (m)         1063.     (f) VERT ANG       
 OC2669
 OC2669.Superseded values are not recommended for survey control.
 OC2669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2669.See file dsdata.txt to determine how the superseded data were derived.
 OC2669
 OC2669_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ5949627641(NAD 83)
 OC2669_MARKER: B = BOLT
 OC2669_SETTING: 66 = SET IN ROCK OUTCROP
 OC2669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OC2669+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2005
 OC2669
 OC2669  HISTORY     - Date     Condition        Report By
 OC2669  HISTORY     - 1858     MONUMENTED       CGS
 OC2669  HISTORY     - 1933     MARK NOT FOUND   MEGS
 OC2669  HISTORY     - 1935     MARK NOT FOUND   MEGS
 OC2669  HISTORY     - 1948     MARK NOT FOUND   CGS
 OC2669  HISTORY     - 1952     SEE DESCRIPTION  CGS
 OC2669  HISTORY     - 1976     SEE DESCRIPTION  NGS
 OC2669  HISTORY     - 20050722 GOOD             GEOCAC
 OC2669
 OC2669                          STATION DESCRIPTION
 OC2669
 OC2669'DESCRIBED BY COAST AND GEODETIC SURVEY 1858
 OC2669'STATION IS ON A HIGH HILL OF THAT NAME LOCATED IN WATERBORO TOWNSHIP
 OC2669'ABOUT 2 MILES W FROM THE VILLAGE OF WATERBORO CENTER AND 2-1/2 MILES
 OC2669'SSW FROM NORTH WATERBORO.  THE STATION IS NOT ON THE HIGHEST
 OC2669'POINT OF THE HILL, ANOTHER PEAK TO THE SW OF IT BEING SOMEWHAT
 OC2669'MORE ELEVATED.  THE STATION MARK IS A COPPER BOLT SET IN A HOLE IN
 OC2669'THE ROCK.
 OC2669
 OC2669                          STATION RECOVERY (1933)
 OC2669
 OC2669'RECOVERY NOTE BY MAINE GEODETIC SURVEY 1933
 OC2669'STATION WAS ON OSSIPEE HILL, WHICH MAY BEST BE REACHED FROM THE
 OC2669'VILLAGE OF WATERBORO CENTER, BY A ROAD WHICH LEADS TO A TRAIL TO
 OC2669'THE FIRE TOWER ON THE SUMMIT.  THE STATION WAS APPARENTLY ON A
 OC2669'LEDGE SOME FOUR OR FIVE HUNDRED FEET NW OF THE TOWER, BUT I FAILED
 OC2669'TO FIND ANY TRACE OF IT AND I THINK THAT IT HAS BEEN DESTROYED.
 OC2669'THIS IS FURTHER INDICATED BY THE FOLLOWING EXTRACT FROM A LETTER
 OC2669'FROM J.H. WOLFER, THE FIRE WATCHMAN--IN 1881 A MAN BY THE NAME
 OC2669'OF BENJAMIN SWETT PUT UP A SIGNAL 24 FEET TALL THE COPPER BOLT
 OC2669'WAS MISSING, THEN A MAN BY THE NAME OF EMERY FOUND THE PLACE
 OC2669'WHERE THE BOLT WAS, HE SAID SOME ONE STOLE THE BOLT BY
 OC2669'BREAKING THE ROCK.  THE STATION IS ON THE NEXT HIGHEST PEAK ON THE
 OC2669'HILL.  THE ROCK WHERE THE BOLT WAS IS THE HIGHEST THERE IS.
 OC2669
 OC2669                          STATION RECOVERY (1935)
 OC2669
 OC2669'RECOVERY NOTE BY MAINE GEODETIC SURVEY 1935
 OC2669'RECOVERED DRILL HOLE IN LEDGE 39 FEET NE OF E LEG, 46 FEET E OF N
 OC2669'LEG OF FIRE TOWER.  APPROXIMATELY 3 FEET LOWER THAN HIGHEST POINT
 OC2669'ON SUMMIT.  SPOKE WITH OLDER INHABITANTS WHO CLAIM BOLT WAS IN
 OC2669'POSITION AS LATE AS 1915.  NO ONE COULD REMEMBER SEEING THE BOLT
 OC2669'LATER THAN THAT YEAR.  THEY APPEARED CERTAIN, HOWEVER, THAT THE
 OC2669'DRILL HOLE WAS THE POINT.
 OC2669'
 OC2669'NOTE--LETTER OF MR. ASA G. RANDALL, 719 BROAD STREET, PROVIDENCE,
 OC2669'R.I., SEPT. 8, 1937--WHILE VISITING MY OLD HOME ON OSSIPEE HILL,
 OC2669'WATERBORO, MAINE, I WENT TO THE TOP OF THE HILL WHERE I USED TO SEE
 OC2669'THE COAST SURVEY SIGNAL.  I COULD LOCATE IT WITHIN THREE FEET OF
 OC2669'ITS ORIGINAL POSITION FROM MEMORY.  THE FOREST FIRE WARDEN THERE
 OC2669'TOLD ME ONE OF YOUR ENGINEERS HAD BEEN TRYING TO LOCATE IT THE
 OC2669'DAY BEFORE ON THE MIDDLE PEAK WHERE HIS TOWER IS.  IT NEVER WAS
 OC2669'THERE BUT ON THE MOST NORTHERN OF THE THREE PEAKS, THE ONE
 OC2669'BEYOND HIS AND ABOUT 25 FEET SW FROM HIGHEST ROCK, FITTED INTO A
 OC2669'CIRCULAR FOUNDATION CHIPPED FROM LEDGES.
 OC2669
 OC2669                          STATION RECOVERY (1948)
 OC2669
 OC2669'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (HSS)
 OC2669'THE STATION MAY BEST BE REACHED FROM THE VILLAGE OF WATERBORO CENTER,
 OC2669'ON ROUTE 5, JUST S OF LITTLE OSSIPEE POND.  AT THIS POINT, SEVERAL
 OC2669'ROADS INTERSECT, AND A NARROW RATHER ROUGH GRAVEL ROAD LEADS ABOUT
 OC2669'W-NW TO THE N SLOPE OF OSSIPEE HILL.  ABOUT 1-3/4 MI. FROM THE
 OC2669'INTERSECTION, THIS ROAD TURNS SHARPLY TO THE LEFT, AND CONTINUES
 OC2669'FOR ABOUT 1/2 MI. TO A PARKING PLACE, FROM WHICH A TRAIL LEADS
 OC2669'TO THE FIRE TOWER ON THE SUMMIT, A 10-MIN. WALK.
 OC2669'
 OC2669'THE DRILL HOLE, NE OF THE FIRE TOWER, MENTIONED IN THE 1935 RECOVERY
 OC2669'NOTE, CONTAINS A U.S.G.S. TRANSIT-TRAVERSE STATION MARK, STAMPED
 OC2669'TT 6 TDA 1940.  THE CENTER OF THE FIRE TOWER IS ABOUT 45.6 FT. SW
 OC2669'OF THE DISK, AND A STEEL RADIO TOWER OF THE MAINE STATE POLICE IS
 OC2669'ABOUT 88 FT. A LITTLE N OF W OF THE TABLET.  ACCORDING TO THE
 OC2669'PUBLISHED GEOGRAPHIC POSITION OF THE TRANSIT-TRAVERSE STATION,
 OC2669'THE OLD TRIANGULATION STATION, OSSIPEE 1851, SHOULD BE ABOUT 440 FT.
 OC2669'TO THE NW OR W-NW (AZIMUTH ABOUT 126 DEG 27 MIN).  THIS PLACES
 OC2669'IT ON THE NW SUMMIT OF THE HILL, SEPARATED FROM THE FIRE TOWER
 OC2669'BY A WOODED RAVINE, AND THIS LOCALITY MAY BE REACHED MOST
 OC2669'EASILY BY TURNING TO THE RIGHT OFF THE TRAIL 500 FT. OR SO
 OC2669'BEFORE REACHING THE FIRE TOWER, THEN CLIMBING TO THE NW SUMMIT.
 OC2669'A CAREFUL SEARCH WAS MADE OF THE LEDGES IN THAT VICINITY, BUT
 OC2669'NO COPPER BOLT WAS FOUND.  HOWEVER, THREE 1/2-IN. DRILL HOLES
 OC2669'WERE DISCOVERED, WHICH MAY HAVE BEEN REFERENCE MARKS, ALTHOUGH
 OC2669'NO MENTION OF THEM HAS BEEN FOUND IN THE RECORDS OF THE
 OC2669'STATION.  THE THREE DRILL HOLES ARE E-SE, S AND SW OF THE
 OC2669'HIGHEST PART OF THE LEDGE, WHICH IS A SORT OF ELONGATED
 OC2669'PINNACLE OF ROCK, THE DISTANCES BETWEEN THE DRILL HOLES BEING 29.5
 OC2669'FT., 17.85 FT. AND 37.2 FT. SHALLOW AND SOMEWHAT WEATHERED
 OC2669'CROSSES ARE CUT IN THE LEDGE AT THE FIRST AND THIRD OF THESE
 OC2669'DRILL HOLES, THE HOLES BEING AT THE INTERSECTION OF TWO LINES
 OC2669'FORMING THE CROSS, AND AT THE ENDS OF THE LINES THERE ARE SHALLOW
 OC2669'DEPRESSIONS, APPARENTLY MADE WITH THE SAME DRILL WITH WHICH THE
 OC2669'HOLES WERE DRILLED.  THE THREE HOLES SEEM TO BE TOO SMALL TO HAVE
 OC2669'HELD A COPPER BOLT OF THE SIZE GENERALLY USED AT THE OLD
 OC2669'STATIONS, AND THE HOLE WHICH HAS NO CROSS IS TOO SHALLOW (LESS
 OC2669'THAN 1-IN. DEEP).
 OC2669'
 OC2669'THE STATION MAY STILL EXIST, IN THE FORM OF A DRILL HOLE, WITH OR
 OC2669'WITHOUT A COPPER BOLT, PERHAPS COVERED WITH SOIL OR VEGETATION,
 OC2669'BUT IT WOULD PROBABLY BE NECESSARY TO DETERMINE ACCURATELY THE
 OC2669'POSITION OF A POINT NEARBY, IN ORDER TO FIND IT OR TO SAY WITH
 OC2669'CONFIDENCE THAT IT HAD BEEN DESTROYED.
 OC2669
 OC2669                          STATION RECOVERY (1952)
 OC2669
 OC2669'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (HSS)
 OC2669'IN AUGUST 1952, I FOUND A DRILL HOLE WHICH I FEEL QUITE SURE MARKS
 OC2669'THIS STATION, EVEN THOUGH THE COPPER BOLT MENTIONED IN THE ORIGINAL
 OC2669'DESCRIPTION IS MISSING.  THE HOLE IS ABOUT 3-1/2 IN. DEEP, ABOUT
 OC2669'1-1/4 IN. IN DIAMETER, AND SOMEWHAT TRIANGULAR IN SHAPE.  IT IS
 OC2669'ABOUT 17 FT. BETWEEN SE AND S-SE FROM THE HIGHEST POINT OF THE
 OC2669'LEDGE, AND ABOUT 6 FT. LOWER.  THE HIGHEST POINT IS ON A
 OC2669'PINNACLE WHICH DROPS OFF RATHER ABRUPTLY ON THE SIDE TOWARDS THE
 OC2669'DRILL HOLE.  THE APPEARANCE OF THE LEDGE AROUND THE DRILL HOLE
 OC2669'SUGGESTS THAT PERHAPS A PIECE OF IT MAY HAVE BEEN BROKEN OFF,
 OC2669'MANY YEARS AGO, BY SOMEONE WHO WANTED TO GET THE COPPER BOLT.  I
 OC2669'HAD PREVIOUSLY FOUND THREE 1/2-IN. DRILL HOLES, AS STATED IN MY
 OC2669'1948 RECOVERY NOTE, AND LATER I FOUND A FOURTH, ALL OF WHICH I
 OC2669'THOUGHT MIGHT BE ON LINES TO OTHER STATIONS, ALTHOUGH NONE WERE
 OC2669'MENTIONED IN THE ORIGINAL DESCRIPTION.  THEREFORE, I MADE A
 OC2669'SKETCH, TO SCALE, OF THE FOUR HOLES AND LAID OVER IT A PIECE
 OC2669'OF TRACING PAPER ON WHICH I HAD DRAWN LINES RADIATING FROM A
 OC2669'COMMON CENTER AND POINTING IN THE DIRECTION OF SEVERAL OF THE
 OC2669'OTHER STATIONS OF THE SCHEME.
 OC2669'
 OC2669'BY MOVING THE TRACING PAPER AROUND OVER THE SKETCH, I WAS ABLE TO
 OC2669'FIND A POSITION FOR THE CENTER WHERE FOUR OF THE LINES PASSED
 OC2669'THROUGH THE FOUR HOLES, RESPECTIVELY.  A SEARCH AT THAT PLACE ON THE
 OC2669'GROUND SHOWED THAT THE SURFACE OF THE LEDGE WAS ROUGH AND
 OC2669'IRREGULAR, BUT NO BOLT OR DRILL HOLE WAS AT FIRST VISIBLE.
 OC2669'HOWEVER, BY REMOVING SOME THICK MOSS AND DOING SOME PROBING, I
 OC2669'FOUND THE HOLE, FILLED WITH DIRT.  THE 1/2-IN. DRILL HOLES
 OC2669'PROVED TO BE IN RANGE WITH OTHER STATIONS AND AT DISTANCES
 OC2669'FROM THE LARGE DRILL HOLE, AS FOLLOWS-- PATUCCAWA 18.5 FT.,
 OC2669'GUNSTOCK 24.7 FT., CAPE SMALL 12.5 FT., AND AGAMENTICUS 15.1
 OC2669'FT.  AFTER KNOWING THE POSITION OF THE STATION, I MADE A FURTHER
 OC2669'SEARCH FOR RANGE HOLES AND FOUND TWO, ONE ON THE LINE TO MOUNT
 OC2669'INDEPENDENCE 12.8 FT. FROM THE STATION, AND THE OTHER, A SECOND
 OC2669'HOLE, ON THE LINE TO AGAMENTICUS 83.3 FT. FROM THE STATION.
 OC2669'
 OC2669'THE OSSIPEE STATION IS MORE THAN 400 FT. NW OF THE FIRE TOWER, AND
 OC2669'THE APPROACH TO IT IS AS DESCRIBED IN MY RECOVERY NOTE OF 1948.
 OC2669
 OC2669                          STATION RECOVERY (1976)
 OC2669
 OC2669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2669'THE STATION MARK WAS RECOVERED AS DESCRIBED BY H.S. SHAW
 OC2669'IN 1952.  THE 1/2 INCH DRILL HOLES WERE NOT USED AS
 OC2669'REFERENCE POINTS.  A STATION MARK WAS CEMENTED IN THE DRILL
 OC2669'HOLE DESCRIBED AS THE STATION AND REFERENCE MARKS 1 AND 2
 OC2669'WERE ESTABLISHED.  AN EDM TIE WAS MADE TO TT 6 TDA USGS.
 OC2669'A NEW COMPLETE DESCRIPTION FOLLOWS.
 OC2669'
 OC2669'THE STATION IS ABOUT 1.5 MILES WEST OF WATERBORO CENTER, 4.0
 OC2669'MILES NORTH-NORTHWEST OF WATERBORO AND 2.25 MILES SOUTH OF
 OC2669'NORTH WATERBORO. IT IS ON PROPERTY OWNED BY FREDRICK C. WALES,
 OC2669'62 OVER STREET, BEVERLY, MASS. TELEPHONE 617-922-4662.
 OC2669'
 OC2669'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 202,
 OC2669'STATE HIGHWAYS 4 AND 5 IN EAST WATERBORO, GO NORTHWEST ON
 OC2669'STATE HIGHWAY 5 FOR 1.8 MILES TO A CROSSROAD, OLD TOWNHOUSE
 OC2669'ROAD TO THE RIGHT AND OSSIPEE HILL ROAD TO THE LEFT. TURN
 OC2669'LEFT AND GO 75 FEET TO A CROSSROAD, ALTERNATE ROUTE 4,
 OC2669'CONTINUE SOUTHWEST ON OSSIPEE HILL ROAD FOR 50 FEET TO A SIDE
 OC2669'ROAD RIGHT. TURN RIGHT AND GO NORTHWESTERLY ON A PAVED AND
 OC2669'GRAVEL ROAD FOR 1.6 MILES TO A FORK, BEAR TO THE LEFT AND GO
 OC2669'WESTERLY ON A GRAVEL ROAD FOR 0.35 MILE TO A TRAIL AHEAD AND
 OC2669'A GATE TO THE RIGHT BEAR RIGHT AND CONTINUE ON THE GRAVEL
 OC2669'ROAD UPHILL, PASSING THROUGH THE GATE, FOR 0.35 MILE TO A
 OC2669'TRAILER ON THE LEFT, CONTINUE UPHILL FOR 0.05 MILE TO A
 OC2669'PARKING AREA AND THE FIRE TOWER TO THE LEFT. FROM HERE PACK
 OC2669'NORTHERLY FOR 400 FEET TO THE STATION JUST BEFORE REACHING
 OC2669'THE HIGHEST POINT OF THE NORTHERNMOST PEAK OF 3.
 OC2669'
 OC2669'STATION MARK IS A STANDARD DISK STAMPED---OSSIPEE 1851 1975---
 OC2669'CEMENTED IN A DRILL HOLE IN BEDROCK. THERE WERE NO LOCAL
 OC2669'OBJECTS TO REFER TO.
 OC2669'
 OC2669'REFERENCE MARK 1, STAMPED---OSSIPEE 1851 NO 1 1975---, IS A
 OC2669'STANDARD DISK CEMENTED IN A DRILL HOLE IN BEDROCK.  THERE
 OC2669'WERE NO LOCAL OBJECTS TO MEASURE TO.
 OC2669'
 OC2669'REFERENCE MARK 2, STAMPED---OSSIPEE 1851 NO 2 1975---, IS
 OC2669'A STANDARD DISK CEMENTED IN A DRILL HOLE IN BEDROCK.  THERE
 OC2669'WERE NO LOCAL OBJECTS TO MEASURE TO.
 OC2669'
 OC2669'THERE WAS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 OC2669'
 OC2669'THE HEIGHT OF THE LIGHT ABOVE THE STATION WAS 4.6 METERS.
 OC2669'
 OC2669'DESCRIBED BY G.E. NELSON.
 OC2669
 OC2669                          STATION RECOVERY (2005)
 OC2669
 OC2669'RECOVERY NOTE BY GEOCACHING 2005 (JKS)
 OC2669'RECOVERED SEVERAL MARKS ASSOCIATED WITH THIS PID.
 OC2669' 
 OC2669'OC2686, TT 6 TDA, RECOVERED IN GOOD CONDITION AT THE DESCRIBED
 OC2669'LOCATION ON THE CENTRAL OF THREE PEAKS. THIS IS THOUGHT TO BE THE
 OC2669'ORIGINAL BOLT LOCATION AS REPORTED IN 1935.
 OC2669' 
 OC2669'OSSIPEE RESET 1851-1975, RECOVERED IN GOOD CONDITION AT THE DESCRIBED
 OC2669'LOCATION ON THE NORTHERN OF THREE PEAKS. THIS IS THOUGHT TO BE THE
 OC2669'ORIGINAL BOLT LOCATION AS REPORTED IN 1948 AND 1952.
 OC2669' 
 OC2669'OSSIPEE RESET 1851-1975 RM NO.1, RECOVERED IN GOOD CONDITION AT THE
 OC2669'DESCRIBED LOCATION.
 OC2669' 
 OC2669'OSSIPEE RESET 1851-1975 RM NO.2, RECOVERED IN GOOD CONDITION AT THE
 OC2669'DESCRIBED LOCATION.
 OC2669' 
 OC2669'THERE WERE NO DRILL HOLES SIGHTED AS REPORTED IN THE 1948 AND 1952
 OC2669'REPORTS.
 OC2669' 
 OC2669'THERE IS NO TRAIL TO THE NORTHERN PEAK. SUBMITTED BY J.K. SNYDER
 OC2669' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1707 ***********************************************************************
 PE1707  DESIGNATION -  OTTER
 PE1707  PID         -  PE1707
 PE1707  STATE/COUNTY-  ME/HANCOCK
 PE1707  USGS QUAD   -  SULLIVAN (1982)
 PE1707
 PE1707                         *CURRENT SURVEY CONTROL
 PE1707  ___________________________________________________________________
 PE1707* NAD 83(1996)-  44 37 11.00255(N)    068 08 33.02933(W)     ADJUSTED  
 PE1707* NAVD 88     -       134.     (meters)     440.     (feet)  SCALED    
 PE1707  ___________________________________________________________________
 PE1707  LAPLACE CORR-           5.24  (seconds)                    DEFLEC99
 PE1707  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 PE1707
 PE1707  HORZ ORDER  -  THIRD
 PE1707
 PE1707.The horizontal coordinates were established by classical geodetic methods
 PE1707.and adjusted by the National Geodetic Survey in March 1998..
 PE1707
 PE1707.The orthometric height was scaled from a topographic map.
 PE1707
 PE1707.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1707
 PE1707.The geoid height was determined by GEOID03.
 PE1707
 PE1707;                    North         East     Units Scale Factor Converg.
 PE1707;SPC ME E     -   105,950.461   328,370.092   MT  0.99990989   +0 15 04.0
 PE1707;UTM  19      - 4,941,065.429   568,029.062   MT  0.99965691   +0 36 08.4
 PE1707
 PE1707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1707!SPC ME E     -   0.99998281  x   0.99990989  =   0.99989271
 PE1707!UTM  19      -   0.99998281  x   0.99965691  =   0.99963973
 PE1707
 PE1707|---------------------------------------------------------------------|
 PE1707| PID    Reference Object                     Distance      Geod. Az  |
 PE1707|                                                           dddmmss.s |
 PE1707| CE8596 OTTER RM 1                           16.758 METERS 06227     |
 PE1707| CE8597 OTTER RM 2                           14.707 METERS 18336     |
 PE1707| PE1706 SCHOODIC MOUNTAIN FIRE TOWER        APPROX. 5.2 KM 1835120.3 |
 PE1707|---------------------------------------------------------------------|
 PE1707
 PE1707                          SUPERSEDED SURVEY CONTROL
 PE1707
 PE1707  NAD 83(1992)-  44 37 11.00177(N)    068 08 33.03049(W) AD(       ) 3
 PE1707  NAD 83(1986)-  44 37 11.00013(N)    068 08 33.03431(W) AD(       ) 3
 PE1707  NAD 27      -  44 37 10.72400(N)    068 08 34.99700(W) AD(       ) 3
 PE1707
 PE1707.Superseded values are not recommended for survey control.
 PE1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1707.See file dsdata.txt to determine how the superseded data were derived.
 PE1707
 PE1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK6802941065(NAD 83)
 PE1707_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PE1707_SETTING: 66 = SET IN ROCK OUTCROP
 PE1707
 PE1707  HISTORY     - Date     Condition        Report By
 PE1707  HISTORY     - 1945     MONUMENTED       CGS
 PE1707
 PE1707                          STATION DESCRIPTION
 PE1707
 PE1707'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (FLP)
 PE1707'THE STATION IS SET IN LEDGE ROCK ON TOP OF OTTER BOG MOUNTAIN
 PE1707'3.2 MILES NORTH OF SCHOODIC MTN. FIRE TOWER, 2.8 MILES WSW OF TUNK
 PE1707'MTN., 0.65 MILES SOUTH OF ROUTE 182.  STATION IS STANDARD DISC
 PE1707'SET IN CEMENT AND STAMPED OTTER 1945.  REFERENCE MARK 1 IS IN
 PE1707'LEDGE ROCK WEST OF THE STATION AND ABOUT 3 FT. LOWER.  REFERENCE
 PE1707'MARK 2 IS S. E. OF THE STATION IN LEDGE ROCK AND ABOUT 2
 PE1707'FT. LOWER THAN THE STATION.  TO REACH THE STATION FROM FRANKLIN
 PE1707'GO N. E. 4.2 MILES ON ROUTE 182 TO AN ABANDONED GULF STATION
 PE1707'ON THE RIGHT.  TAKE TRAIL S. E. PAST GRAVEL PIT ACROSS SMALL
 PE1707'CREEK AND PROCEED UP THE MOUNTAIN.
 PE1707'
 PE1707'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1781 ***********************************************************************
 PE1781  DESIGNATION -  OTTER
 PE1781  PID         -  PE1781
 PE1781  STATE/COUNTY-  ME/HANCOCK
 PE1781  USGS QUAD   -  SEAL HARBOR (1983)
 PE1781
 PE1781                         *CURRENT SURVEY CONTROL
 PE1781  ___________________________________________________________________
 PE1781* NAD 83(1996)-  44 18 37.32519(N)    068 11 25.19129(W)     ADJUSTED  
 PE1781* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 PE1781  ___________________________________________________________________
 PE1781  LAPLACE CORR-           3.28  (seconds)                    DEFLEC99
 PE1781  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 PE1781
 PE1781  HORZ ORDER  -  THIRD
 PE1781
 PE1781.The horizontal coordinates were established by classical geodetic methods
 PE1781.and adjusted by the National Geodetic Survey in March 1998..
 PE1781
 PE1781.The orthometric height was scaled from a topographic map.
 PE1781
 PE1781.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1781
 PE1781.The geoid height was determined by GEOID03.
 PE1781
 PE1781;                    North         East     Units Scale Factor Converg.
 PE1781;SPC ME E     -    71,562.451   324,705.070   MT  0.99990750   +0 12 58.7
 PE1781;UTM  19      - 4,906,664.418   564,575.205   MT  0.99965128   +0 33 56.2
 PE1781
 PE1781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1781!SPC ME E     -   1.00000331  x   0.99990750  =   0.99991081
 PE1781!UTM  19      -   1.00000331  x   0.99965128  =   0.99965459
 PE1781
 PE1781:                Primary Azimuth Mark                     Grid Az
 PE1781:SPC ME E     -  GRINDSTONE NECK STANDPIPE                043 31 21.6
 PE1781:UTM  19      -  GRINDSTONE NECK STANDPIPE                043 10 24.1
 PE1781
 PE1781|---------------------------------------------------------------------|
 PE1781| PID    Reference Object                     Distance      Geod. Az  |
 PE1781|                                                           dddmmss.s |
 PE1781| PE1759 GRINDSTONE NECK STANDPIPE           APPROX.11.0 KM 0434420.3 |
 PE1781| PE1822 BAKER ISLAND LIGHTHOUSE 1861        APPROX. 7.7 KM 1850920.4 |
 PE1781| PE1784 BUNKER LEDGE MONUMENT               APPROX. 4.3 KM 2174117.7 |
 PE1781|---------------------------------------------------------------------|
 PE1781
 PE1781                          SUPERSEDED SURVEY CONTROL
 PE1781
 PE1781  NAD 83(1992)-  44 18 37.32652(N)    068 11 25.19412(W) AD(       ) 3
 PE1781  NAD 83(1986)-  44 18 37.32588(N)    068 11 25.19912(W) AD(       ) 3
 PE1781  NAD 27      -  44 18 37.04800(N)    068 11 27.15600(W) AD(       ) 3
 PE1781
 PE1781.Superseded values are not recommended for survey control.
 PE1781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1781.See file dsdata.txt to determine how the superseded data were derived.
 PE1781
 PE1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK6457506664(NAD 83)
 PE1781
 PE1781  HISTORY     - Date     Condition        Report By
 PE1781  HISTORY     - 1944     MONUMENTED       CGS
 PE1781  HISTORY     - 1953     SEE DESCRIPTION  CGS
 PE1781
 PE1781                          STATION DESCRIPTION
 PE1781
 PE1781'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1781'STATION IS THE CENTER OF THE WOODEN COAST GUARD TOWER ON TOP OF
 PE1781'THE HILL AT OTTER POINT ON THE SOUTH SIDE OF MT. DESERT
 PE1781'ISLAND.  IT IS ABOUT 50 METERS WEST OF PARKING AREA, IS A WOODEN
 PE1781'HOUSE SUPPORTED ON FOUR WOODEN LEGS WHICH ARE ANCHORED TO LEDGE
 PE1781'ROCK WITH ABOUT 1-1/2 IN ANCHOR BOLTS (ONE FOR EACH LEG).
 PE1781'
 PE1781'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK 200 FEET.
 PE1781
 PE1781                          STATION RECOVERY (1953)
 PE1781
 PE1781'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (DFR)
 PE1781'STATION IS LOST.  WOODEN TOWER WAS MOVED TO SCHOODIC POINT IN 1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2328 ***********************************************************************
 PE2328  DESIGNATION -  OTTER IS BLK SPINDLE ON LEDGE
 PE2328  PID         -  PE2328
 PE2328  STATE/COUNTY-  ME/KNOX
 PE2328  USGS QUAD   -  ROCKLAND (1979)
 PE2328
 PE2328                         *CURRENT SURVEY CONTROL
 PE2328  ___________________________________________________________________
 PE2328* NAD 83(1996)-  44 01 30.33346(N)    069 04 50.37021(W)     ADJUSTED  
 PE2328* NAVD 88     -                                                        
 PE2328  ___________________________________________________________________
 PE2328  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 PE2328  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 PE2328
 PE2328  HORZ ORDER  -  THIRD
 PE2328
 PE2328.The horizontal coordinates were established by classical geodetic methods
 PE2328.and adjusted by the National Geodetic Survey in March 1998..
 PE2328
 PE2328
 PE2328.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2328
 PE2328.The geoid height was determined by GEOID03.
 PE2328
 PE2328;                    North         East     Units Scale Factor Converg.
 PE2328;SPC ME E     -    39,984.377   253,451.860   MT  0.99992664   -0 24 12.8
 PE2328;UTM  19      - 4,874,662.992   493,536.011   MT  0.99960051   -0 03 21.8
 PE2328
 PE2328                          SUPERSEDED SURVEY CONTROL
 PE2328
 PE2328  NAD 83(1992)-  44 01 30.33852(N)    069 04 50.34971(W) AD(       ) 4
 PE2328  NAD 83(1986)-  44 01 30.34253(N)    069 04 50.35645(W) AD(       ) 4
 PE2328  NAD 27      -  44 01 30.06000(N)    069 04 52.21000(W) AD(       ) 3
 PE2328
 PE2328.Superseded values are not recommended for survey control.
 PE2328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2328.See file dsdata.txt to determine how the superseded data were derived.
 PE2328
 PE2328_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ9353674663(NAD 83)
 PE2328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE2328+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2001
 PE2328
 PE2328  HISTORY     - Date     Condition        Report By
 PE2328  HISTORY     - UNK      MONUMENTED
 PE2328  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2328  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2328  HISTORY     - 1953     SEE DESCRIPTION  CGS
 PE2328  HISTORY     - 20011105 GOOD             USPSQD
 PE2328
 PE2328                          STATION DESCRIPTION
 PE2328
 PE2328'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2328'THIS STATION IS THE SPINDLE MARKING THE OTTER ISLAND LEDGE.  THIS
 PE2328'LEDGE IS IN THE MUSCLE RIDGE CHANNEL, NW OF OTTER ISLAND, W
 PE2328'PENOBSCOT BAY.
 PE2328
 PE2328                          STATION RECOVERY (1943)
 PE2328
 PE2328'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2328'RECOVERED AS DESCRIBED IN 1934 WITH THE FOLLOWING ADDITIONS--
 PE2328'
 PE2328'SPINDLE IS BLACK WITH CAGE ON TOP AND ABOUT 15 FEET ABOVE MEAN
 PE2328'HIGH WATER.
 PE2328
 PE2328                          STATION RECOVERY (1953)
 PE2328
 PE2328'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (PT)
 PE2328'STATION WAS RECOVERED IN GOOD CONDITION.  THE PUBLISHED
 PE2328'DESCRIPTION IS ADEQUATE AND CORRECT.
 PE2328
 PE2328                          STATION RECOVERY (2001)
 PE2328
 PE2328'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 PE2328'THE DAYBEACON ON OTTER LEDGE IS NOW GREEN, 2001  ATLANTIC COAST LIGHT
 PE2328'LIST VOL 1 NO. 4625, DAYBEACON NUMBER 11.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0339 ***********************************************************************
 OB0339  DESIGNATION -  OTTER ISLAND
 OB0339  PID         -  OB0339
 OB0339  STATE/COUNTY-  ME/KNOX
 OB0339  USGS QUAD   -  FRIENDSHIP (1973)
 OB0339
 OB0339                         *CURRENT SURVEY CONTROL
 OB0339  ___________________________________________________________________
 OB0339* NAD 83(1996)-  43 55 31.25810(N)    069 20 49.92086(W)     ADJUSTED  
 OB0339* NAVD 88     -                                                        
 OB0339  ___________________________________________________________________
 OB0339  LAPLACE CORR-           1.77  (seconds)                    DEFLEC99
 OB0339  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 OB0339
 OB0339  HORZ ORDER  -  THIRD
 OB0339
 OB0339.The horizontal coordinates were established by classical geodetic methods
 OB0339.and adjusted by the National Geodetic Survey in March 1998..
 OB0339
 OB0339
 OB0339.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0339
 OB0339.The geoid height was determined by GEOID03.
 OB0339
 OB0339;                    North         East     Units Scale Factor Converg.
 OB0339;SPC ME E     -    29,087.845   231,970.860   MT  0.99995690   -0 35 15.9
 OB0339;SPC ME W     -   121,645.567   965,806.530   MT  1.00001991   +0 34 06.6
 OB0339;UTM  19      - 4,863,640.209   472,128.645   MT  0.99960955   -0 14 27.1
 OB0339
 OB0339                          SUPERSEDED SURVEY CONTROL
 OB0339
 OB0339  NAD 83(1992)-  43 55 31.25992(N)    069 20 49.90612(W) AD(       ) 4
 OB0339  NAD 83(1986)-  43 55 31.26466(N)    069 20 49.91267(W) AD(       ) 4
 OB0339  NAD 27      -  43 55 30.94000(N)    069 20 51.72000(W) AD(       ) 3
 OB0339
 OB0339.Superseded values are not recommended for survey control.
 OB0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0339.See file dsdata.txt to determine how the superseded data were derived.
 OB0339
 OB0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ7212963640(NAD 83)
 OB0339
 OB0339  HISTORY     - Date     Condition        Report By
 OB0339  HISTORY     - UNK      MONUMENTED
 OB0339  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OB0339
 OB0339                          STATION DESCRIPTION
 OB0339
 OB0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FLP)
 OB0339'A SEARCH WAS MADE ON A LEDGE COVERED WITH EARTH, MOSS, AND
 OB0339'SPRUCE TREES ON THE HIGHEST PART OF THE S END OF THE ISLAND BUT
 OB0339'NO MARK WAS FOUND.
 OB0339'
 OB0339'AIR COMPILATION AND PLANE TABLE METHODS MIGHT LOCATE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2317 ***********************************************************************
 PE2317  DESIGNATION -  OTTER ISLAND BEACON
 PE2317  PID         -  PE2317
 PE2317  STATE/COUNTY-  ME/KNOX
 PE2317  USGS QUAD   -  ROCKLAND (1979)
 PE2317
 PE2317                         *CURRENT SURVEY CONTROL
 PE2317  ___________________________________________________________________
 PE2317* NAD 83(1996)-  44 01 21.14441(N)    069 04 24.19229(W)     ADJUSTED  
 PE2317* NAVD 88     -                                                        
 PE2317  ___________________________________________________________________
 PE2317  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 PE2317  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 PE2317
 PE2317  HORZ ORDER  -  THIRD
 PE2317
 PE2317.The horizontal coordinates were established by classical geodetic methods
 PE2317.and adjusted by the National Geodetic Survey in March 1998..
 PE2317
 PE2317
 PE2317.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2317
 PE2317.The geoid height was determined by GEOID03.
 PE2317
 PE2317;                    North         East     Units Scale Factor Converg.
 PE2317;SPC ME E     -    39,696.708   254,032.816   MT  0.99992598   -0 23 54.5
 PE2317;UTM  19      - 4,874,378.944   494,118.511   MT  0.99960043   -0 03 03.6
 PE2317
 PE2317                          SUPERSEDED SURVEY CONTROL
 PE2317
 PE2317  NAD 83(1992)-  44 01 21.14946(N)    069 04 24.17169(W) AD(       ) 4
 PE2317  NAD 83(1986)-  44 01 21.15338(N)    069 04 24.17845(W) AD(       ) 4
 PE2317  NAD 27      -  44 01 20.86000(N)    069 04 26.03000(W) AD(       ) 3
 PE2317
 PE2317.Superseded values are not recommended for survey control.
 PE2317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2317.See file dsdata.txt to determine how the superseded data were derived.
 PE2317
 PE2317_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ9411974379(NAD 83)
 PE2317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE2317+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2001
 PE2317
 PE2317  HISTORY     - Date     Condition        Report By
 PE2317  HISTORY     - 1934     MONUMENTED       CGS
 PE2317  HISTORY     - 1953     SEE DESCRIPTION  CGS
 PE2317  HISTORY     - 20011105 GOOD             USPSQD
 PE2317  HISTORY     - 20011105 GOOD             USPSQD
 PE2317
 PE2317                          STATION DESCRIPTION
 PE2317
 PE2317'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2317'THE STATION IS THE TRIPOD DAY BEACON ON THE W END OF OTTER ISLAND
 PE2317'SITUATED IN THE MUSCLE RIDGE CHANNEL, W PENOBSCOT BAY.
 PE2317'
 PE2317'THIS IS AN INTERSECTION STATION.
 PE2317
 PE2317                          STATION RECOVERY (1953)
 PE2317
 PE2317'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (PT)
 PE2317'STATION WAS RECOVERED IN GOOD CONDITION.  THE PUBLISHED DESCRIPTION
 PE2317'IS ADEQUATE AND CORRECT.
 PE2317
 PE2317                          STATION RECOVERY (2001)
 PE2317
 PE2317'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 PE2317'OTTER ISLAND BEACON NUMBER 12, 2001 ATLANTIC COAST LIGHT LIST NUMBER
 PE2317'4630
 PE2317
 PE2317                          STATION RECOVERY (2001)
 PE2317
 PE2317'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 PE2317'2001 ATLANTIC COAST LIGHT LIST VOL 1 NUMBER 4630 BEACON 12
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0341 ***********************************************************************
 OB0341  DESIGNATION -  OTTER ISLAND HOUSE CHIMNEY
 OB0341  PID         -  OB0341
 OB0341  STATE/COUNTY-  ME/KNOX
 OB0341  USGS QUAD   -  FRIENDSHIP (1973)
 OB0341
 OB0341                         *CURRENT SURVEY CONTROL
 OB0341  ___________________________________________________________________
 OB0341* NAD 83(1996)-  43 56 00.21236(N)    069 20 34.02408(W)     ADJUSTED  
 OB0341* NAVD 88     -                                                        
 OB0341  ___________________________________________________________________
 OB0341  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 OB0341  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 OB0341
 OB0341  HORZ ORDER  -  THIRD
 OB0341
 OB0341.The horizontal coordinates were established by classical geodetic methods
 OB0341.and adjusted by the National Geodetic Survey in March 1998..
 OB0341
 OB0341
 OB0341.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0341
 OB0341.The geoid height was determined by GEOID03.
 OB0341
 OB0341;                    North         East     Units Scale Factor Converg.
 OB0341;SPC ME E     -    29,977.779   232,334.562   MT  0.99995630   -0 35 05.2
 OB0341;SPC ME W     -   122,542.717   966,152.220   MT  1.00002047   +0 34 17.9
 OB0341;UTM  19      - 4,864,532.019   472,486.827   MT  0.99960931   -0 14 16.2
 OB0341
 OB0341                          SUPERSEDED SURVEY CONTROL
 OB0341
 OB0341  NAD 83(1992)-  43 56 00.21451(N)    069 20 34.00912(W) AD(       ) 4
 OB0341  NAD 83(1986)-  43 56 00.21925(N)    069 20 34.01567(W) AD(       ) 4
 OB0341  NAD 27      -  43 55 59.88000(N)    069 20 35.84000(W) AD(       ) 3
 OB0341
 OB0341.Superseded values are not recommended for survey control.
 OB0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0341.See file dsdata.txt to determine how the superseded data were derived.
 OB0341
 OB0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ7248764532(NAD 83)
 OB0341
 OB0341  HISTORY     - Date     Condition        Report By
 OB0341  HISTORY     - UNK      MONUMENTED
 OB0341  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0341  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OB0341
 OB0341                          STATION DESCRIPTION
 OB0341
 OB0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0341'THIS STATION IS LOST.
 OB0341
 OB0341                          STATION RECOVERY (1943)
 OB0341
 OB0341'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 OB0341'A HOUSE WAS FOUND IN RUINS AND THE CHIMNEY HAD BEEN
 OB0341'REMOVED.  HOUSE WAS APPARENTLY INTACT WHEN PHOTOGRAPHS WERE
 OB0341'MADE.  THE HOLE WHERE CHIMNEY CAME THROUGH THE ROOF WAS TAKEN AS
 OB0341'THE OLD CHIMNEY SITE AND WAS LOCATED ON THE PHOTOGRAPHS, WHICH
 OB0341'SHOULD BE IDENTIFIED BY THE AIR COMPILATION OFFICE.  THE CENTER
 OB0341'OF RIDGE POLE WAS WHERE THE OLD CHIMNEY SITE ORIGINALLY WAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1377 ***********************************************************************
 QG1377  DESIGNATION -  OTTER LAKE FIRE TOWER
 QG1377  PID         -  QG1377
 QG1377  STATE/COUNTY-  ME/AROOSTOOK
 QG1377  USGS QUAD   -  MATTAWAMKEAG LAKE (1989)
 QG1377
 QG1377                         *CURRENT SURVEY CONTROL
 QG1377  ___________________________________________________________________
 QG1377* NAD 83(1996)-  45 54 11.16040(N)    068 12 12.99375(W)     ADJUSTED  
 QG1377* NAVD 88     -       260.     (meters)     853.     (feet)  SCALED    
 QG1377  ___________________________________________________________________
 QG1377  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 QG1377  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 QG1377
 QG1377  HORZ ORDER  -  THIRD
 QG1377
 QG1377.The horizontal coordinates were established by classical geodetic methods
 QG1377.and adjusted by the National Geodetic Survey in March 1998..
 QG1377
 QG1377.The orthometric height was scaled from a topographic map.
 QG1377
 QG1377.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1377
 QG1377.The geoid height was determined by GEOID03.
 QG1377
 QG1377;                    North         East     Units Scale Factor Converg.
 QG1377;SPC ME E     -   248,547.293   322,997.138   MT  0.99990650   +0 12 46.3
 QG1377;UTM  19      - 5,083,589.671   561,773.867   MT  0.99964691   +0 34 19.0
 QG1377
 QG1377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1377!SPC ME E     -   0.99996301  x   0.99990650  =   0.99986951
 QG1377!UTM  19      -   0.99996301  x   0.99964691  =   0.99960993
 QG1377
 QG1377:                Primary Azimuth Mark                     Grid Az
 QG1377:SPC ME E     -  MAY MOUNTAIN FIRE TOWER                  344 45 04.9
 QG1377:UTM  19      -  MAY MOUNTAIN FIRE TOWER                  344 23 32.2
 QG1377
 QG1377|---------------------------------------------------------------------|
 QG1377| PID    Reference Object                     Distance      Geod. Az  |
 QG1377|                                                           dddmmss.s |
 QG1377| RF0712 MAY MOUNTAIN FIRE TOWER             APPROX.14.2 KM 3445751.2 |
 QG1377|---------------------------------------------------------------------|
 QG1377
 QG1377                          SUPERSEDED SURVEY CONTROL
 QG1377
 QG1377  NAD 83(1992)-  45 54 11.15736(N)    068 12 12.99126(W) AD(       ) 3
 QG1377  NAD 83(1986)-  45 54 11.16209(N)    068 12 13.00626(W) AD(       ) 3
 QG1377  NAD 27      -  45 54 10.96000(N)    068 12 14.92800(W) AD(       ) 3
 QG1377
 QG1377.Superseded values are not recommended for survey control.
 QG1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1377.See file dsdata.txt to determine how the superseded data were derived.
 QG1377
 QG1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL6177483590(NAD 83)
 QG1377
 QG1377  HISTORY     - Date     Condition        Report By
 QG1377  HISTORY     - 1959     MONUMENTED       CGS
 QG1377
 QG1377                          STATION DESCRIPTION
 QG1377
 QG1377'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (HRL)
 QG1377'STATION IS A LOW STEEL TOWER WITH A WOODEN CAB ON THE TOP.  THIS
 QG1377'FIRE TOWER HAS BEEN DISCONTINUED FOR THE LAST 10 OR TWELVE
 QG1377'YEARS AND IS IN POOR CONDITION.  THE ROUTE TO REACH THE STATION
 QG1377'IS DIFFICULT AND WOULD NEED A POWER WAGON WITH A WRENCH.
 QG1377'THEREFORE THE STATION WAS NOT VISITED BUT THE INFORMATION AS
 QG1377'LISTED ABOVE WAS GOTTEN FROM THE STATE FOREST SERVICE.
 QG1377'THE STATION IS ABOUT 9 MILES EAST OF SHERMAN MILLS AND 8 MILES
 QG1377'SOUTHEAST OF ISLAND FALLS ON A POINT KNOWN AS OTTER LAKE
 QG1377'MT..  THE CENTER OF THE CAB WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1799 ***********************************************************************
 OC1799  DESIGNATION -  OTWELL USE
 OC1799  PID         -  OC1799
 OC1799  STATE/COUNTY-  ME/CUMBERLAND
 OC1799  USGS QUAD   -  PORTLAND WEST (1978)
 OC1799
 OC1799                         *CURRENT SURVEY CONTROL
 OC1799  ___________________________________________________________________
 OC1799* NAD 83(1996)-  43 40 44.55794(N)    070 15 59.94842(W)     ADJUSTED  
 OC1799* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 OC1799  ___________________________________________________________________
 OC1799  LAPLACE CORR-           3.50  (seconds)                    DEFLEC99
 OC1799  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 OC1799
 OC1799  HORZ ORDER  -  THIRD
 OC1799
 OC1799.The horizontal coordinates were established by classical geodetic methods
 OC1799.and adjusted by the National Geodetic Survey in March 1998..
 OC1799
 OC1799.The orthometric height was scaled from a topographic map.
 OC1799
 OC1799.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1799
 OC1799.The geoid height was determined by GEOID03.
 OC1799
 OC1799;                    North         East     Units Scale Factor Converg.
 OC1799;SPC ME W     -    93,958.248   891,937.694   MT  0.99996747   -0 04 08.6
 OC1799;UTM  19      - 4,837,005.427   397,901.039   MT  0.99972822   -0 52 29.5
 OC1799
 OC1799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1799!SPC ME W     -   1.00000398  x   0.99996747  =   0.99997145
 OC1799!UTM  19      -   1.00000398  x   0.99972822  =   0.99973220
 OC1799
 OC1799:                Primary Azimuth Mark                     Grid Az
 OC1799:SPC ME W     -  NEW SOUTH TUKEY USE                      126 56 20.0
 OC1799:UTM  19      -  NEW SOUTH TUKEY USE                      127 44 40.9
 OC1799
 OC1799|---------------------------------------------------------------------|
 OC1799| PID    Reference Object                     Distance      Geod. Az  |
 OC1799|                                                           dddmmss.s |
 OC1799| OC1824 NEW SOUTH TUKEY USE                 APPROX. 1.1 KM 1265211.4 |
 OC1799|---------------------------------------------------------------------|
 OC1799
 OC1799                          SUPERSEDED SURVEY CONTROL
 OC1799
 OC1799  NAD 83(1992)-  43 40 44.55658(N)    070 15 59.94954(W) AD(       ) 3
 OC1799  NAD 83(1986)-  43 40 44.56251(N)    070 15 59.95490(W) AD(       ) 3
 OC1799  NAD 27      -  43 40 44.29000(N)    070 16 01.77000(W) AD(       ) 3
 OC1799
 OC1799.Superseded values are not recommended for survey control.
 OC1799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1799.See file dsdata.txt to determine how the superseded data were derived.
 OC1799
 OC1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9790137005(NAD 83)
 OC1799
 OC1799  HISTORY     - Date     Condition        Report By
 OC1799  HISTORY     - UNK      MONUMENTED
 OC1799  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1799
 OC1799                          STATION DESCRIPTION
 OC1799
 OC1799'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1799'STATION LOST.  AUTHORITY OF THE U.S.E. OFFICE AT PORTLAND, MAINE.
 OC1799'
 OC1799'ESTABLISHED BY THE U.S.E. IN 1909.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2585 ***********************************************************************
 PE2585  DESIGNATION -  OUT
 PE2585  PID         -  PE2585
 PE2585  STATE/COUNTY-  ME/WALDO
 PE2585  USGS QUAD   -  BUCKSPORT (1982)
 PE2585
 PE2585                         *CURRENT SURVEY CONTROL
 PE2585  ___________________________________________________________________
 PE2585* NAD 83(1996)-  44 31 14.85361(N)    068 45 17.03099(W)     ADJUSTED  
 PE2585* NAVD 88     -        -2.     (meters)      -7.     (feet)  SCALED    
 PE2585  ___________________________________________________________________
 PE2585  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 PE2585  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 PE2585
 PE2585  HORZ ORDER  -  THIRD
 PE2585
 PE2585.The horizontal coordinates were established by classical geodetic methods
 PE2585.and adjusted by the National Geodetic Survey in March 1998..
 PE2585
 PE2585.The orthometric height was scaled from a topographic map.
 PE2585
 PE2585.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2585
 PE2585.The geoid height was determined by GEOID03.
 PE2585
 PE2585;                    North         East     Units Scale Factor Converg.
 PE2585;SPC ME E     -    94,927.491   279,750.594   MT  0.99990504   -0 10 43.0
 PE2585;UTM  19      - 4,929,748.035   519,491.417   MT  0.99960467   +0 10 19.1
 PE2585
 PE2585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2585!SPC ME E     -   1.00000425  x   0.99990504  =   0.99990929
 PE2585!UTM  19      -   1.00000425  x   0.99960467  =   0.99960892
 PE2585
 PE2585                          SUPERSEDED SURVEY CONTROL
 PE2585
 PE2585  NAD 83(1992)-  44 31 14.85473(N)    068 45 17.01465(W) AD(       ) 3
 PE2585  NAD 83(1986)-  44 31 14.84296(N)    068 45 17.02166(W) AD(       ) 3
 PE2585
 PE2585.Superseded values are not recommended for survey control.
 PE2585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2585.See file dsdata.txt to determine how the superseded data were derived.
 PE2585
 PE2585_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1949129748(NAD 83)
 PE2585_MARKER: Z = SEE DESCRIPTION
 PE2585_SETTING: 0 = UNSPECIFIED SETTING
 PE2585_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2585_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE2585
 PE2585  HISTORY     - Date     Condition        Report By
 PE2585  HISTORY     - 1983     MONUMENTED       NOS
 PE2585
 PE2585                          STATION DESCRIPTION
 PE2585
 PE2585'DESCRIBED BY NATIONAL OCEAN SERVICE 1983 (RST)
 PE2585'THE STATION IS LOCATED ON A ROCK ON THE EAST BANK OF THE
 PE2585'EASTERN CHANNEL OF THE PENOBSCOT RIVER, DIRECTLY EAST OF
 PE2585'VERONA ISLAND AND ABOUT 1700 YARDS SOUTH OF THE MOUTH OF
 PE2585'THE ORLAND RIVER.
 PE2585'
 PE2585'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1056 ***********************************************************************
 PD1056  DESIGNATION -  OUTER
 PD1056  PID         -  PD1056
 PD1056  STATE/COUNTY-  ME/WASHINGTON
 PD1056  USGS QUAD   -  DRISKO ISLAND (1975)
 PD1056
 PD1056                         *CURRENT SURVEY CONTROL
 PD1056  ___________________________________________________________________
 PD1056* NAD 83(1996)-  44 27 46.08598(N)    067 40 23.67121(W)     ADJUSTED  
 PD1056* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 PD1056  ___________________________________________________________________
 PD1056  LAPLACE CORR-           2.99  (seconds)                    DEFLEC99
 PD1056  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 PD1056
 PD1056  HORZ ORDER  -  THIRD
 PD1056
 PD1056.The horizontal coordinates were established by classical geodetic methods
 PD1056.and adjusted by the National Geodetic Survey in March 1998..
 PD1056
 PD1056.The orthometric height was scaled from a topographic map.
 PD1056
 PD1056.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1056
 PD1056.The geoid height was determined by GEOID03.
 PD1056
 PD1056;                    North         East     Units Scale Factor Converg.
 PD1056;SPC ME E     -    88,784.977   365,786.961   MT  0.99995321   +0 34 44.8
 PD1056;UTM  19      - 4,924,133.298   605,541.509   MT  0.99973698   +0 55 45.9
 PD1056
 PD1056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD1056!SPC ME E     -   1.00000241  x   0.99995321  =   0.99995562
 PD1056!UTM  19      -   1.00000241  x   0.99973698  =   0.99973939
 PD1056
 PD1056|---------------------------------------------------------------------|
 PD1056| PID    Reference Object                     Distance      Geod. Az  |
 PD1056|                                                           dddmmss.s |
 PD1056| CE8598 OUTER RM 1                            5.790 METERS 04132     |
 PD1056| PD1054 FLAT RESET                          APPROX. 2.8 KM 2642729.2 |
 PD1056| CE8599 OUTER RM 2                           11.822 METERS 26544     |
 PD1056| PD1050 NASH ISLAND LIGHTHOUSE NEW          APPROX. 5.9 KM 2713613.5 |
 PD1056| PD1066 NORTON ISLAND BEACON                APPROX. 7.4 KM 2955610.4 |
 PD1056|---------------------------------------------------------------------|
 PD1056
 PD1056                          SUPERSEDED SURVEY CONTROL
 PD1056
 PD1056  NAD 83(1992)-  44 27 46.08173(N)    067 40 23.67103(W) AD(       ) 3
 PD1056  NAD 83(1986)-  44 27 46.07746(N)    067 40 23.67476(W) AD(       ) 3
 PD1056  NAD 27      -  44 27 45.78500(N)    067 40 25.67100(W) AD(       ) 3
 PD1056
 PD1056.Superseded values are not recommended for survey control.
 PD1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1056.See file dsdata.txt to determine how the superseded data were derived.
 PD1056
 PD1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK0554224133(NAD 83)
 PD1056
 PD1056  HISTORY     - Date     Condition        Report By
 PD1056  HISTORY     - 1946     MONUMENTED       CGS
 PD1056
 PD1056                          STATION DESCRIPTION
 PD1056
 PD1056'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD1056'STATION IS ON OUTER SAND ISLAND, ABOUT 5-1/2 MILES SW OF
 PD1056'JONESPORT, MAINE.  IT IS A BRONZE STATION DISK SET IN A DRILL HOLE
 PD1056'ON A PROMINENT ROCK LEDGE OUTCROP IN THE GRASS AREA IN THE NW PART
 PD1056'OF THE ISLAND, ABOUT HALFWAY BETWEEN THE TREE LINE AND THE N SHORE
 PD1056'OF THE ISLAND, AND APPROXIMATELY HALFWAY BETWEEN THE W END OF THE
 PD1056'ISLAND AND A SMALL COVE ON THE N SIDE OF THE ISLAND.  THE
 PD1056'STATION IS ON THE HIGHEST ROCK OUTCROP IN THE NW PART OF THE
 PD1056'ISLAND.  THE ROCK OUTCROP IS SOMEWHAT SIMILAR TO A HOCKEY
 PD1056'STICK IN SHAPE.
 PD1056'
 PD1056'REFERENCE MARKS 1 AND 2 ARE BRONZE REFERENCE DISKS SET IN
 PD1056'OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1689 ***********************************************************************
 OC1689  DESIGNATION -  OVERSET DATUM MONUMENT
 OC1689  PID         -  OC1689
 OC1689  STATE/COUNTY-  ME/CUMBERLAND
 OC1689  USGS QUAD   -  PORTLAND EAST (1975)
 OC1689
 OC1689                         *CURRENT SURVEY CONTROL
 OC1689  ___________________________________________________________________
 OC1689* NAD 83(1996)-  43 40 22.55368(N)    070 10 08.68768(W)     ADJUSTED  
 OC1689* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 OC1689  ___________________________________________________________________
 OC1689  LAPLACE CORR-           3.31  (seconds)                    DEFLEC99
 OC1689  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 OC1689
 OC1689  HORZ ORDER  -  THIRD
 OC1689
 OC1689.The horizontal coordinates were established by classical geodetic methods
 OC1689.and adjusted by the National Geodetic Survey in March 1998..
 OC1689
 OC1689.The orthometric height was scaled from a topographic map.
 OC1689
 OC1689.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1689
 OC1689.The geoid height was determined by GEOID03.
 OC1689
 OC1689;                    North         East     Units Scale Factor Converg.
 OC1689;SPC ME W     -    93,274.303   899,805.389   MT  0.99996667   -0 00 06.0
 OC1689;UTM  19      - 4,836,211.109   405,756.387   MT  0.99970925   -0 48 26.5
 OC1689
 OC1689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1689!SPC ME W     -   1.00000396  x   0.99996667  =   0.99997063
 OC1689!UTM  19      -   1.00000396  x   0.99970925  =   0.99971321
 OC1689
 OC1689                          SUPERSEDED SURVEY CONTROL
 OC1689
 OC1689  NAD 83(1992)-  43 40 22.55184(N)    070 10 08.68836(W) AD(       ) 3
 OC1689  NAD 83(1986)-  43 40 22.55799(N)    070 10 08.69430(W) AD(       ) 3
 OC1689  NAD 27      -  43 40 22.26000(N)    070 10 10.53000(W) AD(       ) 3
 OC1689
 OC1689.Superseded values are not recommended for survey control.
 OC1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1689.See file dsdata.txt to determine how the superseded data were derived.
 OC1689
 OC1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0575636211(NAD 83)
 OC1689
 OC1689  HISTORY     - Date     Condition        Report By
 OC1689  HISTORY     - 1941     MONUMENTED       CGS
 OC1689  HISTORY     - 1974     SEE DESCRIPTION  NGS
 OC1689
 OC1689                          STATION DESCRIPTION
 OC1689
 OC1689'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1689'STATION IS LOCATED ON THE SW CORNER OF OVERSET ISLAND.  IT IS
 OC1689'A PYRAMID-SHAPED CONCRETE MONUMENT PAINTED BLACK AND WHITE,
 OC1689'USED AS AN ORIENTING POINT FOR THE U.S. ARMY.
 OC1689'
 OC1689'THIS IS A TRAVERSE STATION.
 OC1689
 OC1689                          STATION RECOVERY (1974)
 OC1689
 OC1689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 OC1689'THIS MONUMENT IS BELIEVED TO BE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1690 ***********************************************************************
 OC1690  DESIGNATION -  OVERSET RESET
 OC1690  PID         -  OC1690
 OC1690  STATE/COUNTY-  ME/CUMBERLAND
 OC1690  USGS QUAD   -  PORTLAND EAST (1975)
 OC1690
 OC1690                         *CURRENT SURVEY CONTROL
 OC1690  ___________________________________________________________________
 OC1690* NAD 83(1996)-  43 40 24.08495(N)    070 10 05.92351(W)     ADJUSTED  
 OC1690* NAVD 88     -        15.9    (meters)      52.     (feet)  VERTCON   
 OC1690  ___________________________________________________________________
 OC1690  LAPLACE CORR-           3.31  (seconds)                    DEFLEC99
 OC1690  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 OC1690
 OC1690  HORZ ORDER  -  SECOND
 OC1690
 OC1690.The horizontal coordinates were established by classical geodetic methods
 OC1690.and adjusted by the National Geodetic Survey in March 1998..
 OC1690
 OC1690.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC1690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC1690
 OC1690.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1690
 OC1690.The geoid height was determined by GEOID03.
 OC1690
 OC1690;                    North         East     Units Scale Factor Converg.
 OC1690;SPC ME W     -    93,321.559   899,867.310   MT  0.99996667   -0 00 04.1
 OC1690;UTM  19      - 4,836,257.478   405,818.949   MT  0.99970910   -0 48 24.6
 OC1690
 OC1690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1690!SPC ME W     -   1.00000159  x   0.99996667  =   0.99996826
 OC1690!UTM  19      -   1.00000159  x   0.99970910  =   0.99971069
 OC1690
 OC1690|---------------------------------------------------------------------|
 OC1690| PID    Reference Object                     Distance      Geod. Az  |
 OC1690|                                                           dddmmss.s |
 OC1690| CE8122 OVERSET DH NE IN A TRIANGLE          16.824 METERS 05249     |
 OC1690| CE7336 OVERSET DH NE                        24.649 METERS 05942     |
 OC1690| CE8359 OVERSET RM 1                         13.606 METERS 08616     |
 OC1690| OC1689 OVERSET DATUM MONUMENT               77.895 METERS 23239     |
 OC1690| OC1777 COW ISLAND LEDGE LIGHT              APPROX. 3.7 KM 3334131.0 |
 OC1690| OC1793 LONG ISLAND GREEN HOUSE CUPOLA      APPROX. 1.1 KM 3433611.4 |
 OC1690|---------------------------------------------------------------------|
 OC1690
 OC1690                          SUPERSEDED SURVEY CONTROL
 OC1690
 OC1690  NAD 83(1992)-  43 40 24.08310(N)    070 10 05.92419(W) AD(       ) 2
 OC1690  NAD 83(1986)-  43 40 24.08924(N)    070 10 05.93013(W) AD(       ) 2
 OC1690  NAD 27      -  43 40 23.79300(N)    070 10 07.76800(W) AD(       ) 2
 OC1690  NGVD 29 (07/19/86)   16.1    (m)           53.     (f) VERT ANG       
 OC1690
 OC1690.Superseded values are not recommended for survey control.
 OC1690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1690.See file dsdata.txt to determine how the superseded data were derived.
 OC1690
 OC1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0581936257(NAD 83)
 OC1690_MARKER: DD = SURVEY DISK
 OC1690_SETTING: 66 = SET IN ROCK OUTCROP
 OC1690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OC1690+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2001
 OC1690
 OC1690  HISTORY     - Date     Condition        Report By
 OC1690  HISTORY     - 1933     MONUMENTED       USE
 OC1690  HISTORY     - 1941     GOOD             CGS
 OC1690  HISTORY     - 1974     GOOD             NGS
 OC1690  HISTORY     - 1979     GOOD             LOCENG
 OC1690  HISTORY     - 20010308 GOOD             INDIV
 OC1690
 OC1690                          STATION DESCRIPTION
 OC1690
 OC1690'DESCRIBED BY US ENGINEERS 1933 (CMD)
 OC1690'THIS STATION IS PART OF THE U.S.E.D. FIRE CONTROL TRIANGULATION
 OC1690'OF PORTLAND HARBOR AND WAS FOUND AS DESCRIBED IN THEIR
 OC1690'RECORDS.  THE STATION IS ON THE SW END OF OVERSET ISLAND
 OC1690'WHICH IS SE OF THE S END OF LONG ISLAND, AND WAS MARKED BY
 OC1690'A DRILL HOLE WITHIN A TRIANGLE ON BARE ROCK 17 METERS SW
 OC1690'OF THE HIGHEST POINT ON THE ISLAND AND ONE METER FROM THE
 OC1690'STEEP NW SIDE OF THE ISLAND.  THERE IS ALSO A DRILL HOLE WITHIN
 OC1690'A TRIANGLE ON THE HIGHEST POINT OF THE ISLAND.
 OC1690'
 OC1690'STATION WAS RE-MARKED AND A REFERENCE MARK ESTABLISHED.
 OC1690'
 OC1690'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 OC1690'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 OC1690'
 OC1690'REFERENCE MARK NO. 1 IS E OF THE STATION AND 9 METERS S OF THE
 OC1690'HIGHEST POINT.
 OC1690'
 OC1690'THERE IS A DRILL HOLE NE OF STATION, 9 METERS E OF HIGHEST
 OC1690'POINT.
 OC1690
 OC1690                          STATION RECOVERY (1941)
 OC1690
 OC1690'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FLP)
 OC1690'RECOVERED AS DESCRIBED IN 1933.
 OC1690
 OC1690                          STATION RECOVERY (1974)
 OC1690
 OC1690'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 OC1690'STATION IS LOCATED 1/2 MILE SOUTHEAST OF THE SOUTH END OF
 OC1690'LONG ISLAND, 1 MILE EAST OF THE EAST END OF PEAKS ISLAND AND ON THE
 OC1690'SOUTHWEST END OF OVERSET ISLAND.
 OC1690'
 OC1690'STATION MARK, REFERENCE NO. 1, DRILL HOLE WITH IN A TRIANGLE,
 OC1690'DRILL HOLE 9 METERS NORTHEAST OF THE HIGHEST POINT OF ISLAND
 OC1690'WERE RECOVERED IN GOOD CONDITION.  OVERSET DATUM MONUMENT WAS
 OC1690'NOT RECOVERED.  ANGLES AND MEASUREMENTS CHECK WITHIN REASON.
 OC1690'
 OC1690'STATION IS REACHED BY BOAT FROM PORTLAND, GO NORTHEAST
 OC1690'AROUND THE NORTH END OF PEAKS ISLAND, THEN EAST TO THE
 OC1690'SOUTHWEST END OF OVERSET ISLAND, (SMALL BOAT TO GET ON ISLAND),
 OC1690'PACK UP THE SLOPE TO THE HIGHEST POINT AND STATION ON A LARGE
 OC1690'OUTCROP OF ROCK.
 OC1690'
 OC1690'STATION MARK IS A STANDARD DISK STAMPED OVERSET (USE) 1933
 OC1690'CEMENTED IN A DRILL HOLE IN ROCK OUTCROP, FLUSH WITH THE
 OC1690'SURFACE.  IT IS 55 FEET WEST OF HIGHEST POINT OF ISLAND AND 3.5
 OC1690'FEET SOUTHEAST OF THE NORTHWEST EDGE OF THE ROCK OUTCROP.
 OC1690'
 OC1690'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED OVERSET (USE)
 OC1690'NO. 1 1933 SET IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH
 OC1690'WITH THE ROCK SURFACE AND 30.5 FEET SOUTH OF THE HIGHEST POINT
 OC1690'OF THE ISLAND.
 OC1690'
 OC1690'DRILL HOLE IN A TRIANGLE IS ON THE HIGHEST POINT OF THE HILL IN
 OC1690'A LARGE GRAY ROCK OUTCROP, THE DRILL HOLE IS ABOUT 1-1/2 INCHES
 OC1690'DEEP.
 OC1690'
 OC1690'DRILL HOLE IN GRAY ROCK OUTCROP, NO NOTE OR STAMPING, 29.5
 OC1690'FEET EAST OF HIGHEST POINT OF ISLAND.
 OC1690'
 OC1690'NO AZIMUTH MARK FOR THIS STATION.
 OC1690'
 OC1690'HEIGHT OF LIGHT ABOVE STATION MARK 4.5 FEET.
 OC1690'
 OC1690'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OC1690'ABOUT 4 MILES NORTHEAST OF PORTLAND.
 OC1690
 OC1690                          STATION RECOVERY (1979)
 OC1690
 OC1690'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979 (DAM)
 OC1690'OVERSET U.S.E. GOOD
 OC1690'
 OC1690'DESCRIPTION ADEQUATE
 OC1690
 OC1690                          STATION RECOVERY (2001)
 OC1690
 OC1690'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (SJM)
 OC1690'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB2662 ***********************************************************************
 AB2662  SACS        -  This is a Secondary Airport Control Station.
 AB2662  DESIGNATION -  OWK A
 AB2662  PID         -  AB2662
 AB2662  STATE/COUNTY-  ME/SOMERSET
 AB2662  USGS QUAD   -  NORRIDGEWOCK (1982)
 AB2662
 AB2662                         *CURRENT SURVEY CONTROL
 AB2662  ___________________________________________________________________
 AB2662* NAD 83(1996)-  44 42 41.52541(N)    069 52 01.92365(W)     ADJUSTED  
 AB2662* NAVD 88     -        80.83   (meters)     265.2    (feet)  GPS OBS   
 AB2662  ___________________________________________________________________
 AB2662  X           -   1,562,738.066 (meters)                     COMP
 AB2662  Y           -  -4,262,819.576 (meters)                     COMP
 AB2662  Z           -   4,464,662.315 (meters)                     COMP
 AB2662  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 AB2662  ELLIP HEIGHT-          54.69  (meters)          (01/07/02) GPS OBS
 AB2662  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 AB2662
 AB2662  HORZ ORDER  -  FIRST
 AB2662  ELLP ORDER  -  FIFTH     CLASS I
 AB2662
 AB2662.This mark is at Central Maine Arpt Of Norridgewock Airport (OWK)
 AB2662
 AB2662.The horizontal coordinates were established by GPS observations
 AB2662.and adjusted by the National Geodetic Survey in July 1997..
 AB2662
 AB2662.The orthometric height was determined by GPS observations and a
 AB2662.high-resolution geoid model.
 AB2662
 AB2662.GPS derived orthometric heights for airport stations designated as
 AB2662.PACS or SACS are published to 2 decimal places.  This maintains
 AB2662.centimeter relative accuracy between the PACS and SACS.  It does
 AB2662.not indicate centimeter accuracy relative to other marks which are
 AB2662.part of the NAVD 88 network.
 AB2662
 AB2662.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2662
 AB2662.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2662
 AB2662.The ellipsoidal height was determined by GPS observations
 AB2662.and is referenced to NAD 83.
 AB2662
 AB2662.The geoid height was determined by GEOID03.
 AB2662
 AB2662;                    North         East     Units Scale Factor Converg.
 AB2662;SPC ME W     -   208,719.518   923,729.306   MT  0.99997359   +0 12 38.5
 AB2662;UTM  19      - 4,951,272.127   431,309.180   MT  0.99965802   -0 36 36.5
 AB2662
 AB2662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2662!SPC ME W     -   0.99999143  x   0.99997359  =   0.99996502
 AB2662!UTM  19      -   0.99999143  x   0.99965802  =   0.99964945
 AB2662
 AB2662:                Primary Azimuth Mark                     Grid Az
 AB2662:SPC ME W     -  NORRIDGE                                 007 53 24.5
 AB2662:UTM  19      -  NORRIDGE                                 008 42 39.5
 AB2662
 AB2662|---------------------------------------------------------------------|
 AB2662| PID    Reference Object                     Distance      Geod. Az  |
 AB2662|                                                           dddmmss.s |
 AB2662| PE2519 NORRIDGE                            APPROX. 0.6 KM 0080603.0 |
 AB2662|---------------------------------------------------------------------|
 AB2662
 AB2662                          SUPERSEDED SURVEY CONTROL
 AB2662
 AB2662  ELLIP H (07/24/97)   54.67   (m)                       GP(       ) 1 1
 AB2662  NAD 83(1992)-  44 42 41.52530(N)    069 52 01.92293(W) AD(1995.00) 1
 AB2662  ELLIP H (04/19/96)   54.67   (m)                       GP(1995.00) 3 1
 AB2662
 AB2662.Superseded values are not recommended for survey control.
 AB2662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2662.See file dsdata.txt to determine how the superseded data were derived.
 AB2662
 AB2662_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK3130951272(NAD 83)
 AB2662_MARKER: DD = SURVEY DISK
 AB2662_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB2662_STAMPING: OWK A 1995
 AB2662_MARK LOGO: NGS   
 AB2662_PROJECTION: FLUSH
 AB2662_MAGNETIC: P = MARKER IS A STEEL PIPE
 AB2662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2662+STABILITY: SURFACE MOTION
 AB2662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2662+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1996
 AB2662_ROD/PIPE-DEPTH: 1.0  meters
 AB2662
 AB2662  HISTORY     - Date     Condition        Report By
 AB2662  HISTORY     - 1995     MONUMENTED       CHANCE
 AB2662  HISTORY     - 19960703 GOOD             NGS
 AB2662
 AB2662                          STATION DESCRIPTION
 AB2662
 AB2662'DESCRIBED BY JE CHANCE AND ASSOCIATES 1995 (CL)
 AB2662'THE STATION IS LOCATED ABOUT 6.0 KM (3.70 MI) WEST OF NORRIDGEWOCK, AT
 AB2662'THE CENTRAL MAINE AIRPORT AT NORRIDGEWOCK.  OWNERSHIP--TOWN OF
 AB2662'NORRIDGEWOCK, RON CHASE - AIRPORT MANAGER, PHONE 207-634-5351  TO
 AB2662'REACH THE STATION FROM THE JUNCTION OF U.S.  HWY 2 WEST AND U.S. HWY
 AB2662'201A (STATE HWY 8) AT THE VETERANS MEMORIAL IN NORRIDGEWOCK, GO
 AB2662'SOUTHWEST FOR 1.2 KM (0.75 MI) ON HIGHWAY 2 TO A ROAD RIGHT.  TURN
 AB2662'RIGHT AND GO NORTHWEST FOR 3.1 KM (1.90 MI) ON AIRPORT ROAD TO ROAD
 AB2662'LEFT.  TURN LEFT AND GO WEST FOR 1.5 KM (0.95 MI) TO THE END OF ROAD
 AB2662'AT THE AIRPORT.  PROCEED SOUTHERLY ALONG TAXIWAY FOR APPROXIMATELY 0.6
 AB2662'KM (0.35 MI) TO THE SOUTHEAST END OF RUNWAY 15-33.  CONTINUE WEST
 AB2662'CROSSING RUNWAY 15-33 AND PROCEEDING ALONG EAST-WEST TAXIWAY TO RUNWAY
 AB2662'3-21 AND STATION ON THE LEFT  THE STATION IS THE CENTER OF A 5 CM
 AB2662'SURVEY DISK SET INTO THE TOP OF A 1 M (3.3 FT) LONG FENO PIPE,
 AB2662'RECESSED 12 CM BELOW GROUND AND ENCASED IN A 12.7 CM DIA PVC PIPE WITH
 AB2662'A LOGO CAP SURROUNDED BY CONCRETE. THE LOGO CAP AND CONCRETE ARE SET
 AB2662'FLUSH WITH THE GROUND.  THREE CIRCULAR PRONGS EXTEND FORM THE BOTTOM
 AB2662'OF THE PIPE.  THE STATION IS LOCATED 46.35 M (152.07 FT) SOUTH OF THE
 AB2662'CENTERLINE OF THE EAST-WEST TAXIWAY, 72.67 M (238.42 FT) EAST OF THE
 AB2662'CENTERLINE OF RUNWAY 3-21, 73.47 M (241.04 FT) EAST-SOUTHEAST FROM
 AB2662'INTERSECTION OF CENTERLINES OF TAXIWAY AND RUNWAY, 47.98 M (157.41 FT)
 AB2662'EAST OF THE CENTER OF A ROUND STEEL DRAINAGE GRATE, 31.8 M (104.3 FT)
 AB2662'SOUTWEST OF THE CENTER OF A SQUARE STEEL DRAINAGE GRATE, 75.6 M (248.0
 AB2662'FT) EAST-NORTHEAST OF THE CENTER OF A ROUND STEEL DRAINAGE GRATE, AND
 AB2662'2.0 M (6.6 FT) WEST-NORTHWEST OF A CARSONITE WITNESS POST  THE STATION
 AB2662'IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION (SACS) - MAINE
 AB2662'ANA SURVEYS 1995
 AB2662
 AB2662                          STATION RECOVERY (1996)
 AB2662
 AB2662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AB2662'THE STATION IS LOCATED ABOUT 6.0 KM (3.70 MI) WEST OF NORRIDGEWOCK, AT
 AB2662'THE CENTRAL MAINE AIRPORT AT NORRIDGEWOCK.  OWNERSHIP--TOWN OF
 AB2662'NORRIDGEWOCK, RON CHASE - AIRPORT MANAGER, PHONE 207-634-5351.  TO
 AB2662'REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 2 WEST AND US
 AB2662'HIGHWAY 201A (STATE HIGHWAY 8) AT THE VETERANS MEMORIAL IN
 AB2662'NORRIDGEWOCK, GO SOUTHWEST FOR 1.2 KM (0.75 MI) ON HIGHWAY 2 TO A ROAD
 AB2662'RIGHT, TURN RIGHT AND GO NORTHWEST FOR 3.1 KM (1.90 MI) ON AIRPORT
 AB2662'ROAD TO ROAD FORK LEFT, BEAR LEFT AND GO WEST FOR 1.5 KM (0.95 MI) TO
 AB2662'THE END OF ROAD AT THE AIRPORT, TURN LEFT AND GO SOUTHEAST ON A APRON
 AB2662'THEN SOUTH FOLLOWING A TAXIWAY FOR 0.56 KM (0.35 MI) TO RUNWAY 15-33,
 AB2662'CONTINUE AHEAD (CROSSING RUNWAY) AND GO WEST ON A EAST-WEST TAXIWAY
 AB2662'FOR 0.3 KM (0.20 MI) TO RUNWAY 3-21 JUST AHEAD AND STATION ON THE
 AB2662'LEFT.  THE STATION IS THE CENTER OF A 5 CM SURVEY DISK SET INTO THE
 AB2662'TOP OF A 1 M (3.3 FT) LONG FENO PIPE, RECESSED 12 CM BELOW GROUND AND
 AB2662'ENCASED IN A 12.7 CM DIA PVC PIPE WITH A LOGO CAP SURROUNDED BY
 AB2662'CONCRETE, THE LOGO CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND AND
 AB2662'THREE CIRCULAR PRONGS EXTEND FORM THE BOTTOM OF THE PIPE.  THE STATION
 AB2662'IS LOCATED 46.35 M (152.07 FT) SOUTH OF THE CENTERLINE OF THE
 AB2662'EAST-WEST TAXIWAY, 72.67 M (238.42 FT) EAST OF THE CENTERLINE OF
 AB2662'RUNWAY 3-21, 73.47 M (241.04 FT) EAST-SOUTHEAST FROM INTERSECTION OF
 AB2662'CENTER LINES OF TAXIWAY AND RUNWAY, 47.98 M (157.41 FT) EAST OF THE
 AB2662'CENTER OF A ROUND STEEL DRAINAGE GRATE, 31.8 M (104.3 FT) SOUTHWEST OF
 AB2662'THE CENTER OF A SQUARE STEEL DRAINAGE GRATE, 75.6 M (248.0 FT)
 AB2662'EAST-NORTHEAST OF THE CENTER OF A ROUND STEEL DRAINAGE GRATE, AND 2.0
 AB2662'M (6.6 FT) WEST-NORTHWEST OF A WITNESS POST. THIS IS A SECONDARY
 AB2662'AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2283 ***********************************************************************
 PE2283  DESIGNATION -  OWLS HEAD LIGHTHOUSE
 PE2283  PID         -  PE2283
 PE2283  STATE/COUNTY-  ME/KNOX
 PE2283  USGS QUAD   -  ROCKLAND (1979)
 PE2283
 PE2283                         *CURRENT SURVEY CONTROL
 PE2283  ___________________________________________________________________
 PE2283* NAD 83(1996)-  44 05 31.84436(N)    069 02 38.78725(W)     ADJUSTED  
 PE2283* NAVD 88     -        55.     (meters)     180.     (feet)  SCALED    
 PE2283  ___________________________________________________________________
 PE2283  LAPLACE CORR-           2.42  (seconds)                    DEFLEC99
 PE2283  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 PE2283
 PE2283  HORZ ORDER  -  THIRD
 PE2283
 PE2283.The horizontal coordinates were established by classical geodetic methods
 PE2283.and adjusted by the National Geodetic Survey in March 1998..
 PE2283
 PE2283.The orthometric height was scaled from a topographic map.
 PE2283
 PE2283.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2283
 PE2283.The geoid height was determined by GEOID03.
 PE2283
 PE2283;                    North         East     Units Scale Factor Converg.
 PE2283;SPC ME E     -    47,417.848   256,431.161   MT  0.99992334   -0 22 43.0
 PE2283;UTM  19      - 4,882,111.986   496,469.194   MT  0.99960015   -0 01 50.5
 PE2283
 PE2283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2283!SPC ME E     -   0.99999534  x   0.99992334  =   0.99991868
 PE2283!UTM  19      -   0.99999534  x   0.99960015  =   0.99959549
 PE2283
 PE2283:                Primary Azimuth Mark                     Grid Az
 PE2283:SPC ME E     -  MARK ISLAND POINT SPINDLE                029 51 33.7
 PE2283:UTM  19      -  MARK ISLAND POINT SPINDLE                029 30 41.2
 PE2283
 PE2283|---------------------------------------------------------------------|
 PE2283| PID    Reference Object                     Distance      Geod. Az  |
 PE2283|                                                           dddmmss.s |
 PE2283| PE2103 MARK ISLAND POINT SPINDLE           APPROX.10.0 KM 0292850.7 |
 PE2283| PE2087 BROWNS HEAD LIGHTHOUSE              APPROX.11.0 KM 0783224.0 |
 PE2283| PE2333 SHEEP ISLAND STEEL BEACON           APPROX. 2.6 KM 1873910.6 |
 PE2283| PE2321 ROCKLAND BREAKWATER LIGHTHOUSE      APPROX. 3.0 KM 2961300.7 |
 PE2283| PE2293 SAMOSET HOTEL CUPOLA POLE           APPROX. 4.3 KM 3104151.5 |
 PE2283| PE2281 SHAG ROCK BEACON                    APPROX. 0.5 KM 3123752.2 |
 PE2283| PE2275 BEAR HILL RESET                     APPROX. 7.6 KM 3191501.9 |
 PE2283| PE2265 PORTERFIELD LEDGE BEACON            APPROX. 7.0 KM 3483437.7 |
 PE2283|---------------------------------------------------------------------|
 PE2283
 PE2283                          SUPERSEDED SURVEY CONTROL
 PE2283
 PE2283  NAD 83(1992)-  44 05 31.84941(N)    069 02 38.76710(W) AD(       ) 3
 PE2283  NAD 83(1986)-  44 05 31.85441(N)    069 02 38.77349(W) AD(       ) 3
 PE2283  NAD 27      -  44 05 31.55100(N)    069 02 40.62000(W) AD(       ) 3
 PE2283
 PE2283.Superseded values are not recommended for survey control.
 PE2283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2283.See file dsdata.txt to determine how the superseded data were derived.
 PE2283
 PE2283_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ9646982112(NAD 83)
 PE2283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE2283+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2003
 PE2283
 PE2283  HISTORY     - Date     Condition        Report By
 PE2283  HISTORY     - UNK      MONUMENTED
 PE2283  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2283  HISTORY     - 1954     SEE DESCRIPTION  CGS
 PE2283  HISTORY     - 1974     SEE DESCRIPTION  NGS
 PE2283  HISTORY     - 20010419 GOOD             USPSQD
 PE2283  HISTORY     - 20031008 GOOD             USPSQD
 PE2283
 PE2283                          STATION DESCRIPTION
 PE2283
 PE2283'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2283'THE ORIGINAL LIGHTHOUSE IS STILL STANDING AND IN COMMISSION.  THE
 PE2283'PRESENT KEEPER STATES THAT THE LIGHTHOUSE HAS NOT BEEN CHANGED
 PE2283'SINCE IT WAS BUILT AND THIS IS CONFIRMED BY THE 1934 LIGHT LIST
 PE2283'OF THE LIGHTHOUSE SERVICE.  ALL LINES ARE CLEAR EXCEPT THAT A
 PE2283'FEW LOCAL TREES MAY HAVE TO BE TOPPED TO SEE ANY STATIONS TO THE
 PE2283'W AND SW.
 PE2283'
 PE2283'THE PLATFORM IS NARROW BUT VERY SOLID AND COULD BE OCCUPIED BY
 PE2283'SETTING THE INSTRUMENT TRIPOD HIGH.  THE FINIAL IS A ROUND-TOPPED
 PE2283'VENTILATOR WITH NO SPIKE.
 PE2283
 PE2283                          STATION RECOVERY (1954)
 PE2283
 PE2283'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HOF)
 PE2283'THIS STATION WAS USED AS A HYDROGRAPHIC SIGNAL IN 1954, BUT THE
 PE2283'STATION WAS NOT VISITED.
 PE2283
 PE2283                          STATION RECOVERY (1974)
 PE2283
 PE2283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JWB)
 PE2283'THE STATION WAS RECOVERED AS DESCRIBED.
 PE2283'
 PE2283'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PE2283'3.4 MILES SOUTHEAST OF ROCKLAND.
 PE2283
 PE2283                          STATION RECOVERY (2001)
 PE2283
 PE2283'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 PE2283'RECOVERED IN GOOD CONDITION.
 PE2283
 PE2283                          STATION RECOVERY (2003)
 PE2283
 PE2283'RECOVERY NOTE BY US POWER SQUADRON 2003 (RMS)
 PE2283'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0002 ***********************************************************************
 QH0002  DESIGNATION -  P
 QH0002  PID         -  QH0002
 QH0002  STATE/COUNTY-  ME/SOMERSET
 QH0002  USGS QUAD   -  HOLEB (1989)
 QH0002
 QH0002                         *CURRENT SURVEY CONTROL
 QH0002  ___________________________________________________________________
 QH0002* NAD 83(1986)-  45 34 47.     (N)    070 26 15.     (W)     SCALED    
 QH0002* NAVD 88     -       379.648  (meters)    1245.56   (feet)  ADJUSTED  
 QH0002  ___________________________________________________________________
 QH0002  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 QH0002  DYNAMIC HT  -         379.633 (meters)    1245.51  (feet)  COMP
 QH0002  MODELED GRAV-     980,563.6   (mgal)                       NAVD 88
 QH0002
 QH0002  VERT ORDER  -  FIRST     CLASS II
 QH0002
 QH0002.The horizontal coordinates were scaled from a topographic map and have
 QH0002.an estimated accuracy of +/- 6 seconds.
 QH0002
 QH0002.The orthometric height was determined by differential leveling
 QH0002.and adjusted by the National Geodetic Survey in June 1991..
 QH0002
 QH0002.The geoid height was determined by GEOID03.
 QH0002
 QH0002.The dynamic height is computed by dividing the NAVD 88
 QH0002.geopotential number by the normal gravity value computed on the
 QH0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QH0002.degrees latitude (g = 980.6199 gals.).
 QH0002
 QH0002.The modeled gravity was interpolated from observed gravity values.
 QH0002
 QH0002;                    North         East    Units  Estimated Accuracy
 QH0002;SPC ME W     -   305,190.      878,860.      MT  (+/- 180 meters Scaled)
 QH0002
 QH0002                          SUPERSEDED SURVEY CONTROL
 QH0002
 QH0002  NGVD 29 (??/??/92)  379.815  (m)         1246.11   (f) ADJ UNCH    1 2
 QH0002
 QH0002.Superseded values are not recommended for survey control.
 QH0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0002.See file dsdata.txt to determine how the superseded data were derived.
 QH0002
 QH0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL878483(NAD 83)
 QH0002_MARKER: DB = BENCH MARK DISK
 QH0002_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QH0002_SP_SET: ABUTMENT
 QH0002_STAMPING: ELEV 1246.110 FT P 1916
 QH0002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QH0002
 QH0002  HISTORY     - Date     Condition        Report By
 QH0002  HISTORY     - 1916     MONUMENTED       CGS
 QH0002  HISTORY     - 1934     GOOD             NGS
 QH0002
 QH0002                          STATION DESCRIPTION
 QH0002
 QH0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1916
 QH0002'1 MI E FROM HOLEB.
 QH0002'1.0 MILE EAST ALONG THE CANADIAN PACIFIC RAILWAY FROM HOLEB,
 QH0002'SOMERSET COUNTY, AT MILEAGE 85.4, AT THE BRIDGE OVER HOLEB
 QH0002'STREAM, AND IN THE TOP OF THE NORTH END OF THE EAST ABUTMENT.
 QH0002'A STANDARD DISK, STAMPED ELEV 1246.110 FT P 1916.
 QH0002
 QH0002                          STATION RECOVERY (1934)
 QH0002
 QH0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QH0002'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0781 ***********************************************************************
 QG0781  DESIGNATION -  P 1
 QG0781  PID         -  QG0781
 QG0781  STATE/COUNTY-  ME/PISCATAQUIS
 QG0781  USGS QUAD   -  GREENVILLE (1989)
 QG0781
 QG0781                         *CURRENT SURVEY CONTROL
 QG0781  ___________________________________________________________________
 QG0781* NAD 83(1986)-  45 26 59.     (N)    069 34 46.     (W)     SCALED    
 QG0781* NAVD 88     -       341.647  (meters)    1120.89   (feet)  ADJUSTED  
 QG0781  ___________________________________________________________________
 QG0781  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 QG0781  DYNAMIC HT  -         341.634 (meters)    1120.84  (feet)  COMP
 QG0781  MODELED GRAV-     980,567.9   (mgal)                       NAVD 88
 QG0781
 QG0781  VERT ORDER  -  FIRST     CLASS II
 QG0781
 QG0781.The horizontal coordinates were scaled from a topographic map and have
 QG0781.an estimated accuracy of +/- 6 seconds.
 QG0781
 QG0781.The orthometric height was determined by differential leveling
 QG0781.and adjusted by the National Geodetic Survey in June 1991..
 QG0781
 QG0781.The geoid height was determined by GEOID03.
 QG0781
 QG0781.The dynamic height is computed by dividing the NAVD 88
 QG0781.geopotential number by the normal gravity value computed on the
 QG0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0781.degrees latitude (g = 980.6199 gals.).
 QG0781
 QG0781.The modeled gravity was interpolated from observed gravity values.
 QG0781
 QG0781;                    North         East    Units  Estimated Accuracy
 QG0781;SPC ME E     -   198,690.      215,570.      MT  (+/- 180 meters Scaled)
 QG0781
 QG0781                          SUPERSEDED SURVEY CONTROL
 QG0781
 QG0781  NGVD 29 (??/??/92)  341.811  (m)         1121.42   (f) ADJ UNCH    1 2
 QG0781
 QG0781.Superseded values are not recommended for survey control.
 QG0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0781.See file dsdata.txt to determine how the superseded data were derived.
 QG0781
 QG0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL546330(NAD 83)
 QG0781_MARKER: DB = BENCH MARK DISK
 QG0781_SETTING: 80 = SET IN A BOULDER
 QG0781_SP_SET: BOULDER
 QG0781_STAMPING: ELEV 1121.425 FT P 1 1916
 QG0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0781+STABILITY: SURFACE MOTION
 QG0781
 QG0781  HISTORY     - Date     Condition        Report By
 QG0781  HISTORY     - 1916     MONUMENTED       CGS
 QG0781  HISTORY     - 19861010 MARK NOT FOUND   USPSQD
 QG0781
 QG0781                          STATION DESCRIPTION
 QG0781
 QG0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1916
 QG0781'2.3 MI SE FROM GREENVILLE JUNCTION.
 QG0781'2.3 MILES SOUTHEAST ALONG THE CANADIAN PACIFIC RAILWAY FROM
 QG0781'GREENVILLE JUNCTION, PISCATAQUIS COUNTY, 0.6 MILE SOUTHEAST OF
 QG0781'THE CROSSING OF STATE HIGHWAY 15, ONE-THIRD POLE NORTHWEST OF
 QG0781'MILEPOST 31, 18 YARDS SOUTHWEST OF THE CENTER LINE OF THE TRACK,
 QG0781'6 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE, IN THE TOP OF A 4- BY
 QG0781'6-FOOT BOULDER, AND ABOUT 2 FEET ABOVE THE GROUND.  A STANDARD
 QG0781'DISK, STAMPED ELEV 1121.425 FT P 1 1916.
 QG0781
 QG0781                          STATION RECOVERY (1986)
 QG0781
 QG0781'RECOVERY NOTE BY US POWER SQUADRON 1986 (DVH)
 QG0781'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0157 ***********************************************************************
 RF0157  DESIGNATION -  P 10
 RF0157  PID         -  RF0157
 RF0157  STATE/COUNTY-  ME/AROOSTOOK
 RF0157  USGS QUAD   -  WINTERVILLE (1985)
 RF0157
 RF0157                         *CURRENT SURVEY CONTROL
 RF0157  ___________________________________________________________________
 RF0157* NAD 83(1986)-  46 53 54.     (N)    068 32 13.     (W)     SCALED    
 RF0157* NAVD 88     -       186.967  (meters)     613.41   (feet)  ADJUSTED  
 RF0157  ___________________________________________________________________
 RF0157  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 RF0157  DYNAMIC HT  -         186.987 (meters)     613.47  (feet)  COMP
 RF0157  MODELED GRAV-     980,713.7   (mgal)                       NAVD 88
 RF0157
 RF0157  VERT ORDER  -  FIRST     CLASS II
 RF0157
 RF0157.The horizontal coordinates were scaled from a topographic map and have
 RF0157.an estimated accuracy of +/- 6 seconds.
 RF0157
 RF0157.The orthometric height was determined by differential leveling
 RF0157.and adjusted by the National Geodetic Survey in June 1991..
 RF0157
 RF0157.The geoid height was determined by GEOID03.
 RF0157
 RF0157.The dynamic height is computed by dividing the NAVD 88
 RF0157.geopotential number by the normal gravity value computed on the
 RF0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0157.degrees latitude (g = 980.6199 gals.).
 RF0157
 RF0157.The modeled gravity was interpolated from observed gravity values.
 RF0157
 RF0157;                    North         East    Units  Estimated Accuracy
 RF0157;SPC ME E     -   359,120.      297,190.      MT  (+/- 180 meters Scaled)
 RF0157
 RF0157                          SUPERSEDED SURVEY CONTROL
 RF0157
 RF0157  NGVD 29 (??/??/92)  187.119  (m)          613.91   (f) ADJ UNCH    1 2
 RF0157
 RF0157.Superseded values are not recommended for survey control.
 RF0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0157.See file dsdata.txt to determine how the superseded data were derived.
 RF0157
 RF0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM352939(NAD 83)
 RF0157_MARKER: DB = BENCH MARK DISK
 RF0157_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RF0157_SP_SET: CULVERT
 RF0157_STAMPING: 613.906 P 10 1927
 RF0157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RF0157
 RF0157  HISTORY     - Date     Condition        Report By
 RF0157  HISTORY     - 1927     MONUMENTED       CGS
 RF0157  HISTORY     - 1978     MARK NOT FOUND   NGS
 RF0157
 RF0157                          STATION DESCRIPTION
 RF0157
 RF0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 RF0157'6.2 MI SE FROM WINTERVILLE STATION.
 RF0157'6.2 MILES SOUTHEAST ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 RF0157'WINTERVILLE STATION, AROOSTOOK COUNTY, AT CULVERT A 65.21, IN
 RF0157'THE TOP OF THE NORTHWEST END OF THE NORTHEAST HEADWALL, ON THE
 RF0157'RAILROAD RIGHT-OF-WAY, AND ABOUT 2 FEET LOWER THAN THE TRACK.  A
 RF0157'STANDARD DISK, STAMPED 613.906 P 10 1927.
 RF0157
 RF0157                          STATION RECOVERY (1978)
 RF0157
 RF0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 RF0157'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0885 ***********************************************************************
 QG0885  DESIGNATION -  P 100
 QG0885  PID         -  QG0885
 QG0885  STATE/COUNTY-  ME/SOMERSET
 QG0885  USGS QUAD   -  TOMHEGAN POND (1989)
 QG0885
 QG0885                         *CURRENT SURVEY CONTROL
 QG0885  ___________________________________________________________________
 QG0885* NAD 83(1986)-  45 46 10.     (N)    069 53 20.     (W)     SCALED    
 QG0885* NAVD 88     -       357.336  (meters)    1172.36   (feet)  ADJUSTED  
 QG0885  ___________________________________________________________________
 QG0885  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 QG0885  DYNAMIC HT  -         357.327 (meters)    1172.33  (feet)  COMP
 QG0885  MODELED GRAV-     980,579.6   (mgal)                       NAVD 88
 QG0885
 QG0885  VERT ORDER  -  SECOND    CLASS 0
 QG0885
 QG0885.The horizontal coordinates were scaled from a topographic map and have
 QG0885.an estimated accuracy of +/- 6 seconds.
 QG0885
 QG0885.The orthometric height was determined by differential leveling
 QG0885.and adjusted by the National Geodetic Survey in June 1991..
 QG0885
 QG0885.The geoid height was determined by GEOID03.
 QG0885
 QG0885.The dynamic height is computed by dividing the NAVD 88
 QG0885.geopotential number by the normal gravity value computed on the
 QG0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0885.degrees latitude (g = 980.6199 gals.).
 QG0885
 QG0885.The modeled gravity was interpolated from observed gravity values.
 QG0885
 QG0885;                    North         East    Units  Estimated Accuracy
 QG0885;SPC ME W     -   326,280.      921,610.      MT  (+/- 180 meters Scaled)
 QG0885
 QG0885                          SUPERSEDED SURVEY CONTROL
 QG0885
 QG0885  NGVD 29 (??/??/92)  357.499  (m)         1172.89   (f) ADJ UNCH    2 0
 QG0885
 QG0885.Superseded values are not recommended for survey control.
 QG0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0885.See file dsdata.txt to determine how the superseded data were derived.
 QG0885
 QG0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL308688(NAD 83)
 QG0885_MARKER: DB = BENCH MARK DISK
 QG0885_SETTING: 66 = SET IN ROCK OUTCROP
 QG0885_SP_SET: ROCK LEDGE
 QG0885_STAMPING: P 100 1953
 QG0885_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0885+STABILITY: POSITION/ELEVATION WELL
 QG0885
 QG0885  HISTORY     - Date     Condition        Report By
 QG0885  HISTORY     - 1953     MONUMENTED       CGS
 QG0885
 QG0885                          STATION DESCRIPTION
 QG0885
 QG0885'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0885'8.9 MI NW FROM ROCKWOOD.
 QG0885'8.9 MILES NORTHWEST ALONG A PRIVATE GRAVEL ROAD FROM BRIDGE
 QG0885'OVER MOOSE RIVER AT ROCKWOOD, ABOUT 0.15 MILE NORTH OF BOTTOM OF
 QG0885'GRADES AND A 4-FOOT WOODEN CULVERT, IN THE TOP OF THE HIGHEST
 QG0885'POINT OF AN OUTCROPPING ROCK LEDGE, 28 FEET EAST OF CENTER LINE
 QG0885'OF ROAD, 68 FEET EAST-NORTHEAST AND ACROSS ROAD FROM A TRIANGULAR
 QG0885'BLAZED 9-INCH BALSAM TREE, 11 FEET WEST OF A TRIANGULAR BLAZED
 QG0885'9-INCH BALSAM TREE, 55 FEET SOUTH OF THE SECOND TELEPHONE POLE
 QG0885'SOUTH OF A POLE WITH TELEPHONE BOX, ABOUT 0.1 MILE SOUTH OF A
 QG0885'LOGGING ROAD EAST AND ABOUT 1 FOOT ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0170 ***********************************************************************
 RF0170  DESIGNATION -  P 101
 RF0170  PID         -  RF0170
 RF0170  STATE/COUNTY-  ME/AROOSTOOK
 RF0170  USGS QUAD   -  GREENLAW POND (1986)
 RF0170
 RF0170                         *CURRENT SURVEY CONTROL
 RF0170  ___________________________________________________________________
 RF0170* NAD 83(1986)-  46 39 37.     (N)    068 38 28.     (W)     SCALED    
 RF0170* NAVD 88     -       270.871  (meters)     888.68   (feet)  ADJUSTED  
 RF0170  ___________________________________________________________________
 RF0170  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 RF0170  DYNAMIC HT  -         270.896 (meters)     888.76  (feet)  COMP
 RF0170  MODELED GRAV-     980,699.0   (mgal)                       NAVD 88
 RF0170
 RF0170  VERT ORDER  -  FIRST     CLASS II
 RF0170
 RF0170.The horizontal coordinates were scaled from a topographic map and have
 RF0170.an estimated accuracy of +/- 6 seconds.
 RF0170
 RF0170.The orthometric height was determined by differential leveling
 RF0170.and adjusted by the National Geodetic Survey in June 1991..
 RF0170
 RF0170.The geoid height was determined by GEOID03.
 RF0170
 RF0170.The dynamic height is computed by dividing the NAVD 88
 RF0170.geopotential number by the normal gravity value computed on the
 RF0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0170.degrees latitude (g = 980.6199 gals.).
 RF0170
 RF0170.The modeled gravity was interpolated from observed gravity values.
 RF0170
 RF0170;                    North         East    Units  Estimated Accuracy
 RF0170;SPC ME E     -   332,670.      289,200.      MT  (+/- 180 meters Scaled)
 RF0170
 RF0170                          SUPERSEDED SURVEY CONTROL
 RF0170
 RF0170  NGVD 29 (??/??/92)  271.071  (m)          889.34   (f) ADJ UNCH    1 2
 RF0170
 RF0170.Superseded values are not recommended for survey control.
 RF0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0170.See file dsdata.txt to determine how the superseded data were derived.
 RF0170
 RF0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM274674(NAD 83)
 RF0170_MARKER: DB = BENCH MARK DISK
 RF0170_SETTING: 80 = SET IN A BOULDER
 RF0170_SP_SET: BOULDER
 RF0170_STAMPING: P 101 1953
 RF0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0170+STABILITY: SURFACE MOTION
 RF0170
 RF0170  HISTORY     - Date     Condition        Report By
 RF0170  HISTORY     - 1953     MONUMENTED       CGS
 RF0170  HISTORY     - 1978     GOOD             NGS
 RF0170
 RF0170                          STATION DESCRIPTION
 RF0170
 RF0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0170'12 MI W FROM ASHLAND.
 RF0170'0.3 MILE WEST ALONG STATE HIGHWAY 11 FROM THE BANGOR AND
 RF0170'AROOSTOOK RAILROAD STATION AT ASHLAND, THENCE ABOUT 0.6 MILE
 RF0170'SOUTHWEST ALONG A BLACK TOP ROAD, THENCE ABOUT 1.1 MILES WEST
 RF0170'ALONG A PRIVATE GRAVEL ROAD, ABOUT 0.8 MILE WEST OF A WOODEN
 RF0170'BRIDGE OVER GREENLAW STREAM, IN WOODS, ABOUT 0.15 MILE EAST OF
 RF0170'WOODEN BRIDGE OVER MOOSEHORN STREAM, 95 YARDS SOUTHEAST OF THE
 RF0170'TOP OF A GRADE, 57 1/2 FEET NORTHEAST OF CENTER LINE OF ROAD, 32
 RF0170'YARDS NORTHWEST OF AN ABANDONED TRAIL LEADING NORTHEAST, IN THE
 RF0170'TOP OF A 2-FOOT HIGH 3 BY 7 FOOT EMBEDDED BOULDER AND ABOUT 7
 RF0170'FEET ABOVE LEVEL OF ROAD.
 RF0170
 RF0170                          STATION RECOVERY (1978)
 RF0170
 RF0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 RF0170'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0206 ***********************************************************************
 RF0206  DESIGNATION -  P 102
 RF0206  PID         -  RF0206
 RF0206  STATE/COUNTY-  ME/PISCATAQUIS
 RF0206  USGS QUAD   -  MOOSELEUK LAKE (1985)
 RF0206
 RF0206                         *CURRENT SURVEY CONTROL
 RF0206  ___________________________________________________________________
 RF0206* NAD 83(1986)-  46 31 22.     (N)    068 58 54.     (W)     SCALED    
 RF0206* NAVD 88     -       310.719  (meters)    1019.42   (feet)  ADJUSTED  
 RF0206  ___________________________________________________________________
 RF0206  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 RF0206  DYNAMIC HT  -         310.737 (meters)    1019.48  (feet)  COMP
 RF0206  MODELED GRAV-     980,661.9   (mgal)                       NAVD 88
 RF0206
 RF0206  VERT ORDER  -  SECOND    CLASS 0
 RF0206
 RF0206.The horizontal coordinates were scaled from a topographic map and have
 RF0206.an estimated accuracy of +/- 6 seconds.
 RF0206
 RF0206.The orthometric height was determined by differential leveling
 RF0206.and adjusted by the National Geodetic Survey in June 1991..
 RF0206
 RF0206.The geoid height was determined by GEOID03.
 RF0206
 RF0206.The dynamic height is computed by dividing the NAVD 88
 RF0206.geopotential number by the normal gravity value computed on the
 RF0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0206.degrees latitude (g = 980.6199 gals.).
 RF0206
 RF0206.The modeled gravity was interpolated from observed gravity values.
 RF0206
 RF0206;                    North         East    Units  Estimated Accuracy
 RF0206;SPC ME E     -   317,490.      263,050.      MT  (+/- 180 meters Scaled)
 RF0206
 RF0206                          SUPERSEDED SURVEY CONTROL
 RF0206
 RF0206  NGVD 29 (??/??/92)  310.910  (m)         1020.04   (f) ADJ UNCH    2 0
 RF0206
 RF0206.Superseded values are not recommended for survey control.
 RF0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0206.See file dsdata.txt to determine how the superseded data were derived.
 RF0206
 RF0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM014521(NAD 83)
 RF0206_MARKER: DB = BENCH MARK DISK
 RF0206_SETTING: 80 = SET IN A BOULDER
 RF0206_SP_SET: BOULDER
 RF0206_STAMPING: P 102 1953
 RF0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0206+STABILITY: SURFACE MOTION
 RF0206
 RF0206  HISTORY     - Date     Condition        Report By
 RF0206  HISTORY     - 1953     MONUMENTED       CGS
 RF0206
 RF0206                          STATION DESCRIPTION
 RF0206
 RF0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0206'36.6 MI W FROM ASHLAND.
 RF0206'0.3 MILE WEST ALONG STATE HIGHWAY 11 FROM THE BANGOR AND AROOSTOOK
 RF0206'RAILROAD STATION AT ASHLAND, THENCE ABOUT 0.6 MILE SOUTHWEST
 RF0206'ALONG A BLACK TOP ROAD, THENCE ABOUT 35.65 MILES WEST AND SOUTHWEST
 RF0206'ALONG A PRIVATE GRAVEL ROAD, ABOUT 0.2 MILE WEST OF A BRIDGE OVER
 RF0206'BIG HUDSON BROOK, 113 FEET SOUTH OF CENTER LINE OF ROAD, 105
 RF0206'FEET SOUTH OF SOUTH END OF A 24-INCH PIPE CULVERT UNDER THE ROAD
 RF0206'AND AT THE BOTTOM AND EAST END OF A SHORT STEEP GRADE, SET
 RF0206'VERTICALLY ABOUT 1 1/2 FEET ABOVE GROUND IN THE NORTHEAST FACE
 RF0206'OF A 3 1/2-FOOT HIGH 9 BY 9-FOOT BOULDER WITH A 20-INCH PINE AND
 RF0206'20-INCH BIRCH TREE GROWING ON TOP AND ABOUT 7 FEET ABOVE LEVEL OF
 RF0206'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0021 ***********************************************************************
 RG0021  DESIGNATION -  P 103
 RG0021  PID         -  RG0021
 RG0021  STATE/COUNTY-  ME/SOMERSET
 RG0021  USGS QUAD   -  NORRIS BROOK (1989)
 RG0021
 RG0021                         *CURRENT SURVEY CONTROL
 RG0021  ___________________________________________________________________
 RG0021* NAD 83(1986)-  46 00 26.     (N)    070 04 06.     (W)     SCALED    
 RG0021* NAVD 88     -       417.661  (meters)    1370.28   (feet)  ADJUSTED  
 RG0021  ___________________________________________________________________
 RG0021  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 RG0021  DYNAMIC HT  -         417.644 (meters)    1370.22  (feet)  COMP
 RG0021  MODELED GRAV-     980,561.4   (mgal)                       NAVD 88
 RG0021
 RG0021  VERT ORDER  -  SECOND    CLASS 0
 RG0021
 RG0021.The horizontal coordinates were scaled from a topographic map and have
 RG0021.an estimated accuracy of +/- 6 seconds.
 RG0021
 RG0021.The orthometric height was determined by differential leveling
 RG0021.and adjusted by the National Geodetic Survey in June 1991..
 RG0021
 RG0021.The geoid height was determined by GEOID03.
 RG0021
 RG0021.The dynamic height is computed by dividing the NAVD 88
 RG0021.geopotential number by the normal gravity value computed on the
 RG0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RG0021.degrees latitude (g = 980.6199 gals.).
 RG0021
 RG0021.The modeled gravity was interpolated from observed gravity values.
 RG0021
 RG0021;                    North         East    Units  Estimated Accuracy
 RG0021;SPC ME W     -   352,680.      907,620.      MT  (+/- 180 meters Scaled)
 RG0021
 RG0021                          SUPERSEDED SURVEY CONTROL
 RG0021
 RG0021  NGVD 29 (??/??/92)  417.815  (m)         1370.78   (f) ADJ UNCH    2 0
 RG0021
 RG0021.Superseded values are not recommended for survey control.
 RG0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0021.See file dsdata.txt to determine how the superseded data were derived.
 RG0021
 RG0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL172954(NAD 83)
 RG0021_MARKER: DB = BENCH MARK DISK
 RG0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RG0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RG0021_STAMPING: P 103 1953
 RG0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RG0021+STABILITY: SURFACE MOTION
 RG0021
 RG0021  HISTORY     - Date     Condition        Report By
 RG0021  HISTORY     - 1953     MONUMENTED       CGS
 RG0021
 RG0021                          STATION DESCRIPTION
 RG0021
 RG0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RG0021'11 MI N FROM PITTSTON FARM.
 RG0021'2.0 MILES NORTHWEST ALONG A PRIVATE GRAVEL ROAD FROM BRIDGE OVER
 RG0021'SOUTH BRANCH PENOBSCOT RIVER AT PITTSTON FARM, THENCE ABOUT 9.05
 RG0021'MILES NORTH ALONG A PRIVATE GRAVEL ROAD, ON A SLIGHT GRADE
 RG0021'DECENDING NORTHEAST, ABOUT 3.0 MILES SOUTH OF A CONCRETE AND
 RG0021'STEEL BRIDGE OVER NORTH BRANCH PENOBSCOT RIVER, 33 FEET
 RG0021'NORTHWEST OF CENTER LINE OF ROAD, 140 FEET WEST-SOUTHWEST AND
 RG0021'ACROSS ROAD FROM AN 8-INCH TRIANGULAR BLAZED SPRUCE TREE, 73
 RG0021'FEET WEST-NORTHWEST AND ACROSS ROAD FROM A TRIANGLAR BLAZED
 RG0021'7-INCH MAPLE TREE, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS
 RG0021'POST, ABOUT 1/2 FOOT BELOW LEVEL OF ROAD AND SET IN THE TOP OF A
 RG0021'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0930 ***********************************************************************
 QG0930  DESIGNATION -  P 104
 QG0930  PID         -  QG0930
 QG0930  STATE/COUNTY-  ME/SOMERSET
 QG0930  USGS QUAD   -  SEBOOMOOK LAKE EAST (1989)
 QG0930
 QG0930                         *CURRENT SURVEY CONTROL
 QG0930  ___________________________________________________________________
 QG0930* NAD 83(1986)-  45 53 37.     (N)    069 45 34.     (W)     SCALED    
 QG0930* NAVD 88     -       330.271  (meters)    1083.56   (feet)  ADJUSTED  
 QG0930  ___________________________________________________________________
 QG0930  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 QG0930  DYNAMIC HT  -         330.268 (meters)    1083.55  (feet)  COMP
 QG0930  MODELED GRAV-     980,597.0   (mgal)                       NAVD 88
 QG0930
 QG0930  VERT ORDER  -  SECOND    CLASS 0
 QG0930
 QG0930.The horizontal coordinates were scaled from a topographic map and have
 QG0930.an estimated accuracy of +/- 6 seconds.
 QG0930
 QG0930.The orthometric height was determined by differential leveling
 QG0930.and adjusted by the National Geodetic Survey in June 1991..
 QG0930
 QG0930.The geoid height was determined by GEOID03.
 QG0930
 QG0930.The dynamic height is computed by dividing the NAVD 88
 QG0930.geopotential number by the normal gravity value computed on the
 QG0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0930.degrees latitude (g = 980.6199 gals.).
 QG0930
 QG0930.The modeled gravity was interpolated from observed gravity values.
 QG0930
 QG0930;                    North         East    Units  Estimated Accuracy
 QG0930;SPC ME W     -   340,130.      931,600.      MT  (+/- 180 meters Scaled)
 QG0930
 QG0930                          SUPERSEDED SURVEY CONTROL
 QG0930
 QG0930  NGVD 29 (??/??/92)  330.434  (m)         1084.10   (f) ADJ UNCH    2 0
 QG0930
 QG0930.Superseded values are not recommended for survey control.
 QG0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0930.See file dsdata.txt to determine how the superseded data were derived.
 QG0930
 QG0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL410825(NAD 83)
 QG0930_MARKER: DB = BENCH MARK DISK
 QG0930_SETTING: 66 = SET IN ROCK OUTCROP
 QG0930_SP_SET: ROCK LEDGE
 QG0930_STAMPING: P 104 1953
 QG0930_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0930+STABILITY: POSITION/ELEVATION WELL
 QG0930
 QG0930  HISTORY     - Date     Condition        Report By
 QG0930  HISTORY     - 1953     MONUMENTED       CGS
 QG0930  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QG0930
 QG0930                          STATION DESCRIPTION
 QG0930
 QG0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0930'3.2 MI SW FROM SEBOOMOOK DAM.
 QG0930'3.2 MILES SOUTH AND WEST ALONG A GRAVEL ROAD LEADING TO ROCKWOOD
 QG0930'FROM SEBOOMOOK DAM, IN THE TOP OF A ROCK LEDGE ABOUT 5 BY 4
 QG0930'FEET, 48 FEET NORTHEAST OF CENTER LINE OF ROAD, 24 FEET
 QG0930'NORTHWEST OF CENTER LINE OF A ROAD NORTHEAST TO A SAW MILL
 QG0930'SITE, 26 FEET NORTH-NORTHWEST OF CENTER OF ROAD ON NORTH SIDE
 QG0930'OF TRIANGLE, 49 FEET SOUTH-SOUTHEAST OF A TELEPHONE POLE AND
 QG0930'ABOUT 3 1/2 FEET ABOVE LEVEL OF ROAD.
 QG0930
 QG0930                          STATION RECOVERY (1985)
 QG0930
 QG0930'RECOVERY NOTE BY US POWER SQUADRON 1985 (JHS)
 QG0930'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0300 ***********************************************************************
 RF0300  DESIGNATION -  P 105
 RF0300  PID         -  RF0300
 RF0300  STATE/COUNTY-  ME/SOMERSET
 RF0300  USGS QUAD   -  RUSSELL MOUNTAIN (1989)
 RF0300
 RF0300                         *CURRENT SURVEY CONTROL
 RF0300  ___________________________________________________________________
 RF0300* NAD 83(1986)-  46 02 00.     (N)    069 45 19.     (W)     SCALED    
 RF0300* NAVD 88     -       362.580  (meters)    1189.56   (feet)  ADJUSTED  
 RF0300  ___________________________________________________________________
 RF0300  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 RF0300  DYNAMIC HT  -         362.578 (meters)    1189.56  (feet)  COMP
 RF0300  MODELED GRAV-     980,599.1   (mgal)                       NAVD 88
 RF0300
 RF0300  VERT ORDER  -  SECOND    CLASS 0
 RF0300
 RF0300.The horizontal coordinates were scaled from a topographic map and have
 RF0300.an estimated accuracy of +/- 6 seconds.
 RF0300
 RF0300.The orthometric height was determined by differential leveling
 RF0300.and adjusted by the National Geodetic Survey in June 1991..
 RF0300
 RF0300.The geoid height was determined by GEOID03.
 RF0300
 RF0300.The dynamic height is computed by dividing the NAVD 88
 RF0300.geopotential number by the normal gravity value computed on the
 RF0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0300.degrees latitude (g = 980.6199 gals.).
 RF0300
 RF0300.The modeled gravity was interpolated from observed gravity values.
 RF0300
 RF0300;                    North         East    Units  Estimated Accuracy
 RF0300;SPC ME W     -   355,660.      931,850.      MT  (+/- 180 meters Scaled)
 RF0300
 RF0300                          SUPERSEDED SURVEY CONTROL
 RF0300
 RF0300  NGVD 29 (??/??/92)  362.741  (m)         1190.09   (f) ADJ UNCH    2 0
 RF0300
 RF0300.Superseded values are not recommended for survey control.
 RF0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0300.See file dsdata.txt to determine how the superseded data were derived.
 RF0300
 RF0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL415980(NAD 83)
 RF0300_MARKER: DB = BENCH MARK DISK
 RF0300_SETTING: 66 = SET IN ROCK OUTCROP
 RF0300_SP_SET: ROCK LEDGE
 RF0300_STAMPING: P 105 1953
 RF0300_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0300+STABILITY: POSITION/ELEVATION WELL
 RF0300
 RF0300  HISTORY     - Date     Condition        Report By
 RF0300  HISTORY     - 1953     MONUMENTED       CGS
 RF0300  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RF0300
 RF0300                          STATION DESCRIPTION
 RF0300
 RF0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0300'10.4 MI N FROM SEBOOMOOK DAM.
 RF0300'ABOUT 10.35 MILES NORTHWEST AND NORTH ALONG A GRAVEL ROAD LEADING
 RF0300'TO CAUCOMGOMOC LAKE FROM SEBOOMOOK DAM, ABOUT 0.35 MILE SOUTHWEST
 RF0300'OF JUNCTION OF A PRIVATE ROAD EAST, SET IN THE TOP OF AN
 RF0300'OUTCROPPING ROCK LEDGE EXPOSED ABOUT 3 BY 5 FEET, 20 FEET
 RF0300'NORTHEAST OF CENTER LINE OF ROAD, 102 FEET NORTH-NORTHWEST OF
 RF0300'CENTER OF JUNCTION OF ROAD AND A DIM ROAD SOUTHWEST, 53 FEET
 RF0300'NORTH-NORTHWEST OF A TELEGRAPH POLE, 31 FEET SOUTH OF TOP OF A
 RF0300'SMALL POND, 11 1/2 FEET SOUTH OF A SLASH BLAZED 6-INCH SPRUCE
 RF0300'TREE AND ABOUT LEVEL WITH ROAD.
 RF0300
 RF0300                          STATION RECOVERY (1985)
 RF0300
 RF0300'RECOVERY NOTE BY US POWER SQUADRON 1985 (LMT)
 RF0300'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0912 ***********************************************************************
 QG0912  DESIGNATION -  P 106
 QG0912  PID         -  QG0912
 QG0912  STATE/COUNTY-  ME/PISCATAQUIS
 QG0912  USGS QUAD   -  LOBSTER MOUNTAIN (1989)
 QG0912
 QG0912                         *CURRENT SURVEY CONTROL
 QG0912  ___________________________________________________________________
 QG0912* NAD 83(1986)-  45 50 45.     (N)    069 34 59.     (W)     SCALED    
 QG0912* NAVD 88     -       314.448  (meters)    1031.65   (feet)  ADJUSTED  
 QG0912  ___________________________________________________________________
 QG0912  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 QG0912  DYNAMIC HT  -         314.443 (meters)    1031.64  (feet)  COMP
 QG0912  MODELED GRAV-     980,593.0   (mgal)                       NAVD 88
 QG0912
 QG0912  VERT ORDER  -  SECOND    CLASS 0
 QG0912
 QG0912.The horizontal coordinates were scaled from a topographic map and have
 QG0912.an estimated accuracy of +/- 6 seconds.
 QG0912
 QG0912.The orthometric height was determined by differential leveling
 QG0912.and adjusted by the National Geodetic Survey in June 1991..
 QG0912
 QG0912.The geoid height was determined by GEOID03.
 QG0912
 QG0912.The dynamic height is computed by dividing the NAVD 88
 QG0912.geopotential number by the normal gravity value computed on the
 QG0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0912.degrees latitude (g = 980.6199 gals.).
 QG0912
 QG0912.The modeled gravity was interpolated from observed gravity values.
 QG0912
 QG0912;                    North         East    Units  Estimated Accuracy
 QG0912;SPC ME E     -   242,710.      215,880.      MT  (+/- 180 meters Scaled)
 QG0912
 QG0912                          SUPERSEDED SURVEY CONTROL
 QG0912
 QG0912  NGVD 29 (??/??/92)  314.609  (m)         1032.18   (f) ADJ UNCH    2 0
 QG0912
 QG0912.Superseded values are not recommended for survey control.
 QG0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0912.See file dsdata.txt to determine how the superseded data were derived.
 QG0912
 QG0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL547770(NAD 83)
 QG0912_MARKER: DB = BENCH MARK DISK
 QG0912_SETTING: 66 = SET IN ROCK OUTCROP
 QG0912_SP_SET: SLANTING ROCK
 QG0912_STAMPING: P 106 1953
 QG0912_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0912+STABILITY: POSITION/ELEVATION WELL
 QG0912
 QG0912  HISTORY     - Date     Condition        Report By
 QG0912  HISTORY     - 1953     MONUMENTED       CGS
 QG0912  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QG0912
 QG0912                          STATION DESCRIPTION
 QG0912
 QG0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0912'3.8 MI SE FROM NORTHEAST CARRY.
 QG0912'0.75 MILE NORTHEAST ALONG A GRAVEL ROAD FROM THE INN AT NORTHEAST
 QG0912'CARRY, THENCE ABOUT 3.05 MILES SOUTHEAST ALONG A GRAVEL ROAD, ON
 QG0912'THE NORTHWEST BANK OF HALFWAY BROOK, AT THE SOUTHWEST END OF A
 QG0912'SMALL CLEARING, AT AN OLD LOG CABIN, IN THE TOP OF A SLANTING
 QG0912'ROCK, 42 FEET SOUTHWEST OF CENTER LINE OF ROAD, 33 FEET WEST OF
 QG0912'THE FIRST TELEPHONE POLE NORTHWEST OF CREEK, 40 FEET NORTH OF
 QG0912'WEST CORNER OF THE CABIN AND ABOUT 1 FOOT ABOVE LEVEL OF ROAD.
 QG0912
 QG0912                          STATION RECOVERY (1985)
 QG0912
 QG0912'RECOVERY NOTE BY US POWER SQUADRON 1985 (JHS)
 QG0912'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0275 ***********************************************************************
 RF0275  DESIGNATION -  P 107
 RF0275  PID         -  RF0275
 RF0275  STATE/COUNTY-  ME/PISCATAQUIS
 RF0275  USGS QUAD   -  WADLEIGH POND (1989)
 RF0275
 RF0275                         *CURRENT SURVEY CONTROL
 RF0275  ___________________________________________________________________
 RF0275* NAD 83(1986)-  46 16 08.     (N)    069 41 07.     (W)     SCALED    
 RF0275* NAVD 88     -       388.665  (meters)    1275.15   (feet)  ADJUSTED  
 RF0275  ___________________________________________________________________
 RF0275  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 RF0275  DYNAMIC HT  -         388.679 (meters)    1275.19  (feet)  COMP
 RF0275  MODELED GRAV-     980,637.5   (mgal)                       NAVD 88
 RF0275
 RF0275  VERT ORDER  -  SECOND    CLASS 0
 RF0275
 RF0275.The horizontal coordinates were scaled from a topographic map and have
 RF0275.an estimated accuracy of +/- 6 seconds.
 RF0275
 RF0275.The orthometric height was determined by differential leveling
 RF0275.and adjusted by the National Geodetic Survey in June 1991..
 RF0275
 RF0275.The geoid height was determined by GEOID03.
 RF0275
 RF0275.The dynamic height is computed by dividing the NAVD 88
 RF0275.geopotential number by the normal gravity value computed on the
 RF0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0275.degrees latitude (g = 980.6199 gals.).
 RF0275
 RF0275.The modeled gravity was interpolated from observed gravity values.
 RF0275
 RF0275;                    North         East    Units  Estimated Accuracy
 RF0275;SPC ME E     -   289,840.      208,640.      MT  (+/- 180 meters Scaled)
 RF0275
 RF0275                          SUPERSEDED SURVEY CONTROL
 RF0275
 RF0275  NGVD 29 (??/??/92)  388.837  (m)         1275.71   (f) ADJ UNCH    2 0
 RF0275
 RF0275.Superseded values are not recommended for survey control.
 RF0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0275.See file dsdata.txt to determine how the superseded data were derived.
 RF0275
 RF0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM471241(NAD 83)
 RF0275_MARKER: DB = BENCH MARK DISK
 RF0275_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RF0275_SP_SET: CEDAR TREE
 RF0275_STAMPING: P 107 1953
 RF0275_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RF0275
 RF0275  HISTORY     - Date     Condition        Report By
 RF0275  HISTORY     - 1953     MONUMENTED       CGS
 RF0275
 RF0275                          STATION DESCRIPTION
 RF0275
 RF0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0275'30.9 MI N FROM SEBOOMOOK DAM.
 RF0275'ABOUT 26.3 MILES NORTHWEST AND NORTH ALONG A GRAVEL ROAD LEADING
 RF0275'TO CAUCOMGOMOC LAKE FROM SEBOOMOOK DAM, THENCE ABOUT 4.6 MILES
 RF0275'NORTH ALONG A ROAD LEADING TO FRANCIS LAKE, ABOUT 0.3 MILE SOUTH
 RF0275'OF A 12-FOOT WOODEN BRIDGE, SET VERTICALLY IN WEST FACE OF
 RF0275'16-INCH CEDAR TREE, 31 FEET EAST OF CENTER LINE OF ROAD, 34 FEET
 RF0275'NORTH OF A 24-INCH CEDAR TREE, 8 FEET WEST OF A 20-INCH CEDAR
 RF0275'TREE AND ABOUT 3 1/2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0359 ***********************************************************************
 RF0359  DESIGNATION -  P 108
 RF0359  PID         -  RF0359
 RF0359  STATE/COUNTY-  ME/AROOSTOOK
 RF0359  USGS QUAD   -  BURNTLAND POND (1986)
 RF0359
 RF0359                         *CURRENT SURVEY CONTROL
 RF0359  ___________________________________________________________________
 RF0359* NAD 83(1986)-  46 41 34.     (N)    069 57 41.     (W)     SCALED    
 RF0359* NAVD 88     -       402.450  (meters)    1320.37   (feet)  ADJUSTED  
 RF0359  ___________________________________________________________________
 RF0359  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 RF0359  DYNAMIC HT  -         402.465 (meters)    1320.42  (feet)  COMP
 RF0359  MODELED GRAV-     980,638.5   (mgal)                       NAVD 88
 RF0359
 RF0359  VERT ORDER  -  SECOND    CLASS 0
 RF0359
 RF0359.The horizontal coordinates were scaled from a topographic map and have
 RF0359.an estimated accuracy of +/- 6 seconds.
 RF0359
 RF0359.The orthometric height was determined by differential leveling
 RF0359.and adjusted by the National Geodetic Survey in June 1991..
 RF0359
 RF0359.The geoid height was determined by GEOID03.
 RF0359
 RF0359.The dynamic height is computed by dividing the NAVD 88
 RF0359.geopotential number by the normal gravity value computed on the
 RF0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0359.degrees latitude (g = 980.6199 gals.).
 RF0359
 RF0359.The modeled gravity was interpolated from observed gravity values.
 RF0359
 RF0359;                    North         East    Units  Estimated Accuracy
 RF0359;SPC ME E     -   337,310.      188,230.      MT  (+/- 180 meters Scaled)
 RF0359
 RF0359                          SUPERSEDED SURVEY CONTROL
 RF0359
 RF0359  NGVD 29 (??/??/92)  402.624  (m)         1320.94   (f) ADJ UNCH    2 0
 RF0359
 RF0359.Superseded values are not recommended for survey control.
 RF0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0359.See file dsdata.txt to determine how the superseded data were derived.
 RF0359
 RF0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM264714(NAD 83)
 RF0359_MARKER: DB = BENCH MARK DISK
 RF0359_SETTING: 80 = SET IN A BOULDER
 RF0359_SP_SET: BOULDER
 RF0359_STAMPING: P 108 1953
 RF0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0359+STABILITY: SURFACE MOTION
 RF0359
 RF0359  HISTORY     - Date     Condition        Report By
 RF0359  HISTORY     - 1953     MONUMENTED       CGS
 RF0359  HISTORY     - 1981     MARK NOT FOUND   NGS
 RF0359
 RF0359                          STATION DESCRIPTION
 RF0359
 RF0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0359'2.1 MI E FROM LAC FRONTIERE.
 RF0359'ABOUT 2.1 MILES EAST ALONG A PRIVATE GRAVEL ROAD LEADING TO CLAYTON
 RF0359'LAKE FROM THE JUNCTION OF ROUTE 24 AT LAC FRONTIERE, ABOUT 0.1
 RF0359'MILE EAST OF THE TOP OF A GRADE, ABOUT 128 YARDS SOUTHWEST OF
 RF0359'THE BOTTOM OF GRADES, 27 FEET SOUTHEAST OF CENTER LINE OF ROAD,
 RF0359'IN THE TOP OF THE HIGHEST POINT OF A 2-FOOT HIGH, 4 BY 5-FOOT
 RF0359'BOULDER WITH A 5-INCH SPRUCE AND A 6-INCH BIRCH TREE GROWING ON
 RF0359'NORTHWEST END OF BOULDER AND ABOUT 1 1/2 FEET ABOVE LEVEL OF
 RF0359'ROAD.
 RF0359
 RF0359                          STATION RECOVERY (1981)
 RF0359
 RF0359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RF0359'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0245 ***********************************************************************
 RF0245  DESIGNATION -  P 109
 RF0245  PID         -  RF0245
 RF0245  STATE/COUNTY-  ME/PISCATAQUIS
 RF0245  USGS QUAD   -  SPIDER LAKE (1989)
 RF0245
 RF0245                         *CURRENT SURVEY CONTROL
 RF0245  ___________________________________________________________________
 RF0245* NAD 83(1986)-  46 29 29.     (N)    069 12 52.     (W)     SCALED    
 RF0245* NAVD 88     -       390.049  (meters)    1279.69   (feet)  ADJUSTED  
 RF0245  ___________________________________________________________________
 RF0245  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 RF0245  DYNAMIC HT  -         390.069 (meters)    1279.75  (feet)  COMP
 RF0245  MODELED GRAV-     980,654.4   (mgal)                       NAVD 88
 RF0245
 RF0245  VERT ORDER  -  SECOND    CLASS 0
 RF0245
 RF0245.The horizontal coordinates were scaled from a topographic map and have
 RF0245.an estimated accuracy of +/- 6 seconds.
 RF0245
 RF0245.The orthometric height was determined by differential leveling
 RF0245.and adjusted by the National Geodetic Survey in June 1991..
 RF0245
 RF0245.The geoid height was determined by GEOID03.
 RF0245
 RF0245.The dynamic height is computed by dividing the NAVD 88
 RF0245.geopotential number by the normal gravity value computed on the
 RF0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0245.degrees latitude (g = 980.6199 gals.).
 RF0245
 RF0245.The modeled gravity was interpolated from observed gravity values.
 RF0245
 RF0245;                    North         East    Units  Estimated Accuracy
 RF0245;SPC ME E     -   314,140.      245,150.      MT  (+/- 180 meters Scaled)
 RF0245
 RF0245                          SUPERSEDED SURVEY CONTROL
 RF0245
 RF0245  NGVD 29 (??/??/92)  390.239  (m)         1280.31   (f) ADJ UNCH    2 0
 RF0245
 RF0245.Superseded values are not recommended for survey control.
 RF0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0245.See file dsdata.txt to determine how the superseded data were derived.
 RF0245
 RF0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM835486(NAD 83)
 RF0245_MARKER: DB = BENCH MARK DISK
 RF0245_SETTING: 80 = SET IN A BOULDER
 RF0245_SP_SET: BOULDER
 RF0245_STAMPING: P 109 1953
 RF0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0245+STABILITY: SURFACE MOTION
 RF0245
 RF0245  HISTORY     - Date     Condition        Report By
 RF0245  HISTORY     - 1953     MONUMENTED       CGS
 RF0245
 RF0245                          STATION DESCRIPTION
 RF0245
 RF0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0245'3.8 MI E FROM CHURCHILL LAKE.
 RF0245'3.85 MILES SOUTHEAST AND EAST ALONG A TRAIL FOLLOWING A TELEPHONE
 RF0245'LINE FROM THE BRIDGE AND DAM ACROSS ALLAGASH RIVER AT CHURCHILL
 RF0245'LAKE, AT THE JUNCTION OF TELEPHONE TRAIL AND AN ABANDONED TOTE
 RF0245'ROAD LEADING TO THE NORTH COVE OF BIG PLEASANT LAKE, 34 YARDS
 RF0245'EAST OF CENTER OF JUNCTION, 27 YARDS SOUTHEAST OF CENTER LINE OF
 RF0245'ABANDONED TOTE ROAD, IN THE TOP OF THE HIGHEST POINT OF A
 RF0245'1 1/2-FOOT HIGH 5 BY 5-FOOT TRIANGULAR BOULDER AND ABOUT 3 FEET
 RF0245'BELOW LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0094 ***********************************************************************
 RF0094  DESIGNATION -  P 11
 RF0094  PID         -  RF0094
 RF0094  STATE/COUNTY-  ME/AROOSTOOK
 RF0094  USGS QUAD   -  ST CROIX LAKE (1986)
 RF0094
 RF0094                         *CURRENT SURVEY CONTROL
 RF0094  ___________________________________________________________________
 RF0094* NAD 83(1986)-  46 19 59.     (N)    068 14 48.     (W)     SCALED    
 RF0094* NAVD 88     -       200.298  (meters)     657.14   (feet)  ADJUSTED  
 RF0094  ___________________________________________________________________
 RF0094  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 RF0094  DYNAMIC HT  -         200.309 (meters)     657.18  (feet)  COMP
 RF0094  MODELED GRAV-     980,668.4   (mgal)                       NAVD 88
 RF0094
 RF0094  VERT ORDER  -  FIRST     CLASS II
 RF0094
 RF0094.The horizontal coordinates were scaled from a topographic map and have
 RF0094.an estimated accuracy of +/- 6 seconds.
 RF0094
 RF0094.The orthometric height was determined by differential leveling
 RF0094.and adjusted by the National Geodetic Survey in June 1991..
 RF0094
 RF0094.The geoid height was determined by GEOID03.
 RF0094
 RF0094.The dynamic height is computed by dividing the NAVD 88
 RF0094.geopotential number by the normal gravity value computed on the
 RF0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0094.degrees latitude (g = 980.6199 gals.).
 RF0094
 RF0094.The modeled gravity was interpolated from observed gravity values.
 RF0094
 RF0094;                    North         East    Units  Estimated Accuracy
 RF0094;SPC ME E     -   296,320.      319,500.      MT  (+/- 180 meters Scaled)
 RF0094
 RF0094                          SUPERSEDED SURVEY CONTROL
 RF0094
 RF0094  NGVD 29 (??/??/92)  200.459  (m)          657.67   (f) ADJ UNCH    1 2
 RF0094
 RF0094.Superseded values are not recommended for survey control.
 RF0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0094.See file dsdata.txt to determine how the superseded data were derived.
 RF0094
 RF0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM579313(NAD 83)
 RF0094_MARKER: DB = BENCH MARK DISK
 RF0094_SETTING: 80 = SET IN A BOULDER
 RF0094_SP_SET: BOULDER
 RF0094_STAMPING: 657.673 P 11 1927
 RF0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0094+STABILITY: SURFACE MOTION
 RF0094
 RF0094  HISTORY     - Date     Condition        Report By
 RF0094  HISTORY     - 1927     MONUMENTED       CGS
 RF0094
 RF0094                          STATION DESCRIPTION
 RF0094
 RF0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 RF0094'13.9 MI SE FROM MASARDIS.
 RF0094'13.9 MILES SOUTHEAST ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 RF0094'THE STATION AT MASARDIS, AROOSTOOK COUNTY, ONE-HALF RAIL NORTHWEST
 RF0094'OF MILEPOST 19, 2-1/2 RAILS NORTHWEST OF THE NORTHWEST END OF
 RF0094'BRIDGE A 19.98, 18.8 FEET NORTHEAST OF THE NORTHEAST RAIL, IN THE
 RF0094'TOP OF A 3- BY 5-FOOT BOULDER, AND ABOUT 1 FOOT ABOVE THE
 RF0094'GROUND.  A STANDARD DISK, STAMPED 657.673 P 11 1927.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0326 ***********************************************************************
 RF0326  DESIGNATION -  P 110
 RF0326  PID         -  RF0326
 RF0326  STATE/COUNTY-  ME/AROOSTOOK
 RF0326  USGS QUAD   -  CLAYTON LAKE (1986)
 RF0326
 RF0326                         *CURRENT SURVEY CONTROL
 RF0326  ___________________________________________________________________
 RF0326* NAD 83(1986)-  46 37 00.     (N)    069 32 23.     (W)     SCALED    
 RF0326* NAVD 88     -       335.861  (meters)    1101.90   (feet)  ADJUSTED  
 RF0326  ___________________________________________________________________
 RF0326  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 RF0326  DYNAMIC HT  -         335.873 (meters)    1101.94  (feet)  COMP
 RF0326  MODELED GRAV-     980,640.8   (mgal)                       NAVD 88
 RF0326
 RF0326  VERT ORDER  -  FIRST     CLASS II
 RF0326
 RF0326.The horizontal coordinates were scaled from a topographic map and have
 RF0326.an estimated accuracy of +/- 6 seconds.
 RF0326
 RF0326.The orthometric height was determined by differential leveling
 RF0326.and adjusted by the National Geodetic Survey in June 1991..
 RF0326
 RF0326.The geoid height was determined by GEOID03.
 RF0326
 RF0326.The dynamic height is computed by dividing the NAVD 88
 RF0326.geopotential number by the normal gravity value computed on the
 RF0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0326.degrees latitude (g = 980.6199 gals.).
 RF0326
 RF0326.The modeled gravity was interpolated from observed gravity values.
 RF0326
 RF0326;                    North         East    Units  Estimated Accuracy
 RF0326;SPC ME E     -   328,340.      220,370.      MT  (+/- 180 meters Scaled)
 RF0326
 RF0326                          SUPERSEDED SURVEY CONTROL
 RF0326
 RF0326  NGVD 29 (??/??/92)  336.041  (m)         1102.49   (f) ADJ UNCH    1 2
 RF0326
 RF0326.Superseded values are not recommended for survey control.
 RF0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0326.See file dsdata.txt to determine how the superseded data were derived.
 RF0326
 RF0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM586627(NAD 83)
 RF0326_MARKER: DB = BENCH MARK DISK
 RF0326_SETTING: 66 = SET IN ROCK OUTCROP
 RF0326_SP_SET: ROCK OUTCROP
 RF0326_STAMPING: P 110 1953
 RF0326_MARK LOGO: CGS   
 RF0326_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0326+STABILITY: POSITION/ELEVATION WELL
 RF0326
 RF0326  HISTORY     - Date     Condition        Report By
 RF0326  HISTORY     - 1953     MONUMENTED       CGS
 RF0326  HISTORY     - 1978     GOOD             NGS
 RF0326  HISTORY     - 1984     GOOD             USGS-M
 RF0326
 RF0326                          STATION DESCRIPTION
 RF0326
 RF0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0326'0.9 MI NW FROM CLAYTON LAKE.
 RF0326'ABOUT 0.9 MILE NORTHWEST ALONG A PRIVATE GRAVEL ROAD LEADING
 RF0326'TO LAC FRONTIERE FROM THE POST OFFICE AT CLAYTON LAKE, ABOUT 0.4
 RF0326'MILE NORTHWEST OF A WOODEN MARKER POST MARKING NORTH-SOUTH
 RF0326'CENTER LINE OF SECTION T 11 R 14, ABOUT 50 YARDS SOUTH OF A
 RF0326'12-FOOT WOODEN CULVERT, IN THE WEST CORNER OF A SMALL CLEARING
 RF0326'WHICH IS ON SOUTHWEST SIDE OF ROAD, IN THE TOP OF THE EAST
 RF0326'CORNER OF A LARGE MASS OF ROCK, 132 FEET SOUTHWEST OF CENTER
 RF0326'LINE OF ROAD AND TOP OF A SMALL GRADE AND ABOUT 10 FEET ABOVE
 RF0326'LEVEL OF ROAD.
 RF0326
 RF0326                          STATION RECOVERY (1978)
 RF0326
 RF0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 RF0326'ADD-15.4 FEET NORTHWEST OF A 5-INCH FIR TREE AND WITNESS SIGN,
 RF0326'5 FEET NORTHWEST OF SOUTHEAST EDGE, 5.4 FEET NORTH OF THE SOUTH EDGE,
 RF0326'0.85 MILES NORTH WEST OF THE POST OFFICE.
 RF0326
 RF0326                          STATION RECOVERY (1984)
 RF0326
 RF0326'RECOVERY NOTE BY USGS MID-CONTINENT MAPPING CENTER 1984
 RF0326'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0693 ***********************************************************************
 QG0693  DESIGNATION -  P 111
 QG0693  PID         -  QG0693
 QG0693  STATE/COUNTY-  ME/PISCATAQUIS
 QG0693  USGS QUAD   -  BIG SPENCER MTN (1988)
 QG0693
 QG0693                         *CURRENT SURVEY CONTROL
 QG0693  ___________________________________________________________________
 QG0693* NAD 83(1986)-  45 48 04.     (N)    069 27 21.     (W)     SCALED    
 QG0693* NAVD 88     -       384.072  (meters)    1260.08   (feet)  ADJUSTED  
 QG0693  ___________________________________________________________________
 QG0693  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 QG0693  DYNAMIC HT  -         384.065 (meters)    1260.05  (feet)  COMP
 QG0693  MODELED GRAV-     980,586.0   (mgal)                       NAVD 88
 QG0693
 QG0693  VERT ORDER  -  SECOND    CLASS 0
 QG0693
 QG0693.The horizontal coordinates were scaled from a topographic map and have
 QG0693.an estimated accuracy of +/- 6 seconds.
 QG0693
 QG0693.The orthometric height was determined by differential leveling
 QG0693.and adjusted by the National Geodetic Survey in June 1991..
 QG0693
 QG0693.The geoid height was determined by GEOID03.
 QG0693
 QG0693.The dynamic height is computed by dividing the NAVD 88
 QG0693.geopotential number by the normal gravity value computed on the
 QG0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0693.degrees latitude (g = 980.6199 gals.).
 QG0693
 QG0693.The modeled gravity was interpolated from observed gravity values.
 QG0693
 QG0693;                    North         East    Units  Estimated Accuracy
 QG0693;SPC ME E     -   237,610.      225,700.      MT  (+/- 180 meters Scaled)
 QG0693
 QG0693                          SUPERSEDED SURVEY CONTROL
 QG0693
 QG0693  NGVD 29 (??/??/92)  384.230  (m)         1260.59   (f) ADJ UNCH    2 0
 QG0693
 QG0693.Superseded values are not recommended for survey control.
 QG0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0693.See file dsdata.txt to determine how the superseded data were derived.
 QG0693
 QG0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL645720(NAD 83)
 QG0693_MARKER: DB = BENCH MARK DISK
 QG0693_SETTING: 80 = SET IN A BOULDER
 QG0693_SP_SET: BOULDER
 QG0693_STAMPING: P 111 1953
 QG0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0693+STABILITY: SURFACE MOTION
 QG0693
 QG0693  HISTORY     - Date     Condition        Report By
 QG0693  HISTORY     - 1953     MONUMENTED       CGS
 QG0693
 QG0693                          STATION DESCRIPTION
 QG0693
 QG0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0693'15.7 MI N FROM KOKADJO.
 QG0693'8.2 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 QG0693'KOKADJO, THENCE ABOUT 7.5 MILES NORTHWEST AND WEST ALONG A
 QG0693'PRIVATE GRAVEL ROAD, IN THE TOP OF THE SOUTH EDGE OF THE NORTH ONE
 QG0693'OF TWO LARGE BOULDERS, 31 FEET NORTHEAST OF CENTER LINE OF
 QG0693'ROAD, 2 1/2 FEET NORTH OF SOUTH EDGE OF BOULDER, 4 FEET ABOVE
 QG0693'GROUND AND ABOUT 4 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0270 ***********************************************************************
 RF0270  DESIGNATION -  P 112
 RF0270  PID         -  RF0270
 RF0270  STATE/COUNTY-  ME/PISCATAQUIS
 RF0270  USGS QUAD   -  WADLEIGH POND (1989)
 RF0270
 RF0270                         *CURRENT SURVEY CONTROL
 RF0270  ___________________________________________________________________
 RF0270* NAD 83(1986)-  46 18 19.     (N)    069 41 34.     (W)     SCALED    
 RF0270* NAVD 88     -       474.308  (meters)    1556.13   (feet)  ADJUSTED  
 RF0270  ___________________________________________________________________
 RF0270  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 RF0270  DYNAMIC HT  -         474.312 (meters)    1556.14  (feet)  COMP
 RF0270  MODELED GRAV-     980,609.1   (mgal)                       NAVD 88
 RF0270
 RF0270  VERT ORDER  -  SECOND    CLASS 0
 RF0270
 RF0270.The horizontal coordinates were scaled from a topographic map and have
 RF0270.an estimated accuracy of +/- 6 seconds.
 RF0270
 RF0270.The orthometric height was determined by differential leveling
 RF0270.and adjusted by the National Geodetic Survey in June 1991..
 RF0270
 RF0270.The geoid height was determined by GEOID03.
 RF0270
 RF0270.The dynamic height is computed by dividing the NAVD 88
 RF0270.geopotential number by the normal gravity value computed on the
 RF0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0270.degrees latitude (g = 980.6199 gals.).
 RF0270
 RF0270.The modeled gravity was interpolated from observed gravity values.
 RF0270
 RF0270;                    North         East    Units  Estimated Accuracy
 RF0270;SPC ME E     -   293,900.      208,120.      MT  (+/- 180 meters Scaled)
 RF0270
 RF0270                          SUPERSEDED SURVEY CONTROL
 RF0270
 RF0270  NGVD 29 (??/??/92)  474.466  (m)         1556.64   (f) ADJ UNCH    2 0
 RF0270
 RF0270.Superseded values are not recommended for survey control.
 RF0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0270.See file dsdata.txt to determine how the superseded data were derived.
 RF0270
 RF0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM466282(NAD 83)
 RF0270_MARKER: DB = BENCH MARK DISK
 RF0270_SETTING: 66 = SET IN ROCK OUTCROP
 RF0270_SP_SET: ROCK LEDGE
 RF0270_STAMPING: P 112 1953
 RF0270_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0270+STABILITY: POSITION/ELEVATION WELL
 RF0270
 RF0270  HISTORY     - Date     Condition        Report By
 RF0270  HISTORY     - 1953     MONUMENTED       CGS
 RF0270  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RF0270
 RF0270                          STATION DESCRIPTION
 RF0270
 RF0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0270'34 MI N FROM SEBOOMOOK DAM.
 RF0270'ABOUT 26.3 MILES NORTHWEST AND NORTH ALONG A GRAVEL ROAD LEADING
 RF0270'TO CAUCOMGOMOC LAKE FROM SEBOOMOOK DAM, THENCE ABOUT 7.65 MILES
 RF0270'NORTH AND NORTHWEST ALONG A ROAD LEADING TO FRANCIS LAKE, IN THE
 RF0270'TOP OF A ROCK LEDGE WITH 3 BY 2 1/2-FOOT EXPOSED SURFACE, 10 FEET
 RF0270'SOUTHWEST OF CENTER LINE OF ROAD, 91 FEET NORTHWEST AND ACROSS
 RF0270'ROAD FROM A TRIANGULAR BLAZED 14-INCH MAPLE TREE, 57 FEET SOUTH
 RF0270'AND ACROSS ROAD FROM A TRIANGULAR BLAZED 10-INCH BALSAM TREE,
 RF0270'15 1/2 FEET NORTHEAST OF A TRIANGULAR BLAZED 12-INCH MAPLE TREE
 RF0270'AND ABOUT 2 1/2 FEET ABOVE LEVEL OF ROAD.
 RF0270
 RF0270                          STATION RECOVERY (1985)
 RF0270
 RF0270'RECOVERY NOTE BY US POWER SQUADRON 1985 (LMT)
 RF0270'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SE0028 ***********************************************************************
 SE0028  DESIGNATION -  P 113
 SE0028  PID         -  SE0028
 SE0028  STATE/COUNTY-  ME/AROOSTOOK
 SE0028  USGS QUAD   -  VAN BUREN (1986)
 SE0028
 SE0028                         *CURRENT SURVEY CONTROL
 SE0028  ___________________________________________________________________
 SE0028* NAD 83(1986)-  47 07 52.     (N)    067 54 07.     (W)     SCALED    
 SE0028* NAVD 88     -       139.566  (meters)     457.89   (feet)  ADJUSTED  
 SE0028  ___________________________________________________________________
 SE0028  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 SE0028  DYNAMIC HT  -         139.586 (meters)     457.96  (feet)  COMP
 SE0028  MODELED GRAV-     980,752.2   (mgal)                       NAVD 88
 SE0028
 SE0028  VERT ORDER  -  SECOND    CLASS 0
 SE0028
 SE0028.The horizontal coordinates were scaled from a topographic map and have
 SE0028.an estimated accuracy of +/- 6 seconds.
 SE0028
 SE0028.The orthometric height was determined by differential leveling
 SE0028.and adjusted by the National Geodetic Survey in June 1991..
 SE0028
 SE0028.The geoid height was determined by GEOID03.
 SE0028
 SE0028.The dynamic height is computed by dividing the NAVD 88
 SE0028.geopotential number by the normal gravity value computed on the
 SE0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SE0028.degrees latitude (g = 980.6199 gals.).
 SE0028
 SE0028.The modeled gravity was interpolated from observed gravity values.
 SE0028
 SE0028;                    North         East    Units  Estimated Accuracy
 SE0028;SPC ME E     -   385,170.      345,370.      MT  (+/- 180 meters Scaled)
 SE0028
 SE0028                          SUPERSEDED SURVEY CONTROL
 SE0028
 SE0028  NGVD 29 (??/??/92)  139.740  (m)          458.46   (f) ADJ UNCH    2 0
 SE0028
 SE0028.Superseded values are not recommended for survey control.
 SE0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SE0028.See file dsdata.txt to determine how the superseded data were derived.
 SE0028
 SE0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN832203(NAD 83)
 SE0028_MARKER: P = PIPE CAP
 SE0028_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SE0028_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SE0028_STAMPING: P 113 1953
 SE0028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SE0028
 SE0028  HISTORY     - Date     Condition        Report By
 SE0028  HISTORY     - 1953     MONUMENTED       CGS
 SE0028
 SE0028                          STATION DESCRIPTION
 SE0028
 SE0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 SE0028'2.2 MI SE FROM VAN BUREN.
 SE0028'2.2 MILES SOUTHEAST ALONG STATE HIGHWAY 165 FROM THE POST OFFICE
 SE0028'AT VAN BUREN, 52 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY, 95
 SE0028'FEET NORTH-NORTHWEST OF NORTH CORNER OF A LARGE BROWN BARN,
 SE0028'81 1/2 FEET WEST-SOUTHWEST AND ACROSS HIGHWAY FROM WEST CORNER
 SE0028'OF A POTATO HOUSE, 9 1/2 FEET SOUTHEAST OF THE LINE OF A ROW OF
 SE0028'POWER POLES LEADING SOUTHWEST, 6.8 FEET SOUTHWEST OF EXTENDED
 SE0028'SOUTHEAST FACE OF SOUTHEAST CONCRETE FOOTING OF A POWER
 SE0028'TRANSFORMER, ABOUT 3 FEET BELOW LEVEL OF HIGHWAY AND IS A DISK
 SE0028'WELDED ON TOP OF A 3-INCH IRON PIPE 6 FEET LONG AND PROJECTING 5
 SE0028'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0396 ***********************************************************************
 QG0396  DESIGNATION -  P 114
 QG0396  PID         -  QG0396
 QG0396  STATE/COUNTY-  ME/PISCATAQUIS
 QG0396  USGS QUAD   -  MILO NORTH (1988)
 QG0396
 QG0396                         *CURRENT SURVEY CONTROL
 QG0396  ___________________________________________________________________
 QG0396* NAD 83(1986)-  45 22 04.     (N)    068 54 06.     (W)     SCALED    
 QG0396* NAVD 88     -       145.784  (meters)     478.29   (feet)  ADJUSTED  
 QG0396  ___________________________________________________________________
 QG0396  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 QG0396  DYNAMIC HT  -         145.784 (meters)     478.29  (feet)  COMP
 QG0396  MODELED GRAV-     980,610.0   (mgal)                       NAVD 88
 QG0396
 QG0396  VERT ORDER  -  SECOND    CLASS 0
 QG0396
 QG0396.The horizontal coordinates were scaled from a topographic map and have
 QG0396.an estimated accuracy of +/- 6 seconds.
 QG0396
 QG0396.The orthometric height was determined by differential leveling
 QG0396.and adjusted by the National Geodetic Survey in June 1991..
 QG0396
 QG0396.The geoid height was determined by GEOID03.
 QG0396
 QG0396.The dynamic height is computed by dividing the NAVD 88
 QG0396.geopotential number by the normal gravity value computed on the
 QG0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0396.degrees latitude (g = 980.6199 gals.).
 QG0396
 QG0396.The modeled gravity was interpolated from observed gravity values.
 QG0396
 QG0396;                    North         East    Units  Estimated Accuracy
 QG0396;SPC ME E     -   189,090.      268,540.      MT  (+/- 180 meters Scaled)
 QG0396
 QG0396                          SUPERSEDED SURVEY CONTROL
 QG0396
 QG0396  NGVD 29 (??/??/92)  145.959  (m)          478.87   (f) ADJ UNCH    2 0
 QG0396
 QG0396.Superseded values are not recommended for survey control.
 QG0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0396.See file dsdata.txt to determine how the superseded data were derived.
 QG0396
 QG0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL077238(NAD 83)
 QG0396_MARKER: DB = BENCH MARK DISK
 QG0396_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QG0396_SP_SET: HEMLOCK TREE
 QG0396_STAMPING: P 114 1953
 QG0396_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG0396
 QG0396  HISTORY     - Date     Condition        Report By
 QG0396  HISTORY     - 1953     MONUMENTED       CGS
 QG0396
 QG0396                          STATION DESCRIPTION
 QG0396
 QG0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0396'3.2 MI N FROM ADAMS.
 QG0396'3.15 MILES NORTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM THE
 QG0396'CROSSING OF THE CANADIAN PACIFIC RAILWAY AT ADAMS, 53 FEET EAST
 QG0396'OF EAST RAIL, 72 FEET NORTHEAST OF EAST END OF 30-INCH PIPE
 QG0396'CULVERT NO. 19.41, SET VERTICALLY ABOUT 2 1/2 FEET ABOVE GROUND
 QG0396'IN THE WEST FACE OF A 24-INCH HEMLOCK TREE AND ABOUT 3 FEET ABOVE
 QG0396'TOP OF RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0009 ***********************************************************************
 QF0009  DESIGNATION -  P 115
 QF0009  PID         -  QF0009
 QF0009  STATE/COUNTY-  ME/WASHINGTON
 QF0009  USGS QUAD   -  RED BEACH (1949)
 QF0009
 QF0009                         *CURRENT SURVEY CONTROL
 QF0009  ___________________________________________________________________
 QF0009* NAD 83(1986)-  45 01 52.     (N)    067 14 50.     (W)     SCALED    
 QF0009* NAVD 88     -        34.349  (meters)     112.69   (feet)  ADJUSTED  
 QF0009  ___________________________________________________________________
 QF0009  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 QF0009  DYNAMIC HT  -          34.349 (meters)     112.69  (feet)  COMP
 QF0009  MODELED GRAV-     980,607.6   (mgal)                       NAVD 88
 QF0009
 QF0009  VERT ORDER  -  FIRST     CLASS I
 QF0009
 QF0009.The horizontal coordinates were scaled from a topographic map and have
 QF0009.an estimated accuracy of +/- 6 seconds.
 QF0009
 QF0009.The orthometric height was determined by differential leveling
 QF0009.and adjusted by the National Geodetic Survey in June 1991..
 QF0009.WARNING-Repeat measurements at this control monument indicate possible
 QF0009.vertical movement.
 QF0009
 QF0009.The geoid height was determined by GEOID03.
 QF0009
 QF0009.The dynamic height is computed by dividing the NAVD 88
 QF0009.geopotential number by the normal gravity value computed on the
 QF0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0009.degrees latitude (g = 980.6199 gals.).
 QF0009
 QF0009.The modeled gravity was interpolated from observed gravity values.
 QF0009
 QF0009;                    North         East    Units  Estimated Accuracy
 QF0009;SPC ME E     -   152,360.      398,710.      MT  (+/- 180 meters Scaled)
 QF0009
 QF0009                          SUPERSEDED SURVEY CONTROL
 QF0009
 QF0009  NGVD 29 (??/??/92)   34.56   (m)          113.4    (f) COMPUTED    1 1
 QF0009
 QF0009.Superseded values are not recommended for survey control.
 QF0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0009.See file dsdata.txt to determine how the superseded data were derived.
 QF0009
 QF0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK380879(NAD 83)
 QF0009_MARKER: DB = BENCH MARK DISK
 QF0009_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QF0009_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QF0009_STAMPING: P 115 1953
 QF0009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QF0009
 QF0009  HISTORY     - Date     Condition        Report By
 QF0009  HISTORY     - 1953     MONUMENTED       CGS
 QF0009  HISTORY     - 1966     GOOD             NGS
 QF0009  HISTORY     - 1978     GOOD             DMA
 QF0009
 QF0009                          STATION DESCRIPTION
 QF0009
 QF0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QF0009'0.7 MI N FROM CHARLOTTE.
 QF0009'0.7 MILE NORTH ALONG THE MAINE CENTRAL RAILROAD FROM THE ROAD
 QF0009'CROSSING AT CHARLOTTE, ON THE TOP OF A SMALL KNOLL, 33 FEET
 QF0009'WEST-SOUTHWEST OF WEST-SOUTHWEST RAIL, 166 FEET SOUTH AND ACROSS
 QF0009'TRACK FROM MILE POST C-12-P 258, 33 FEET SOUTH-SOUTHEAST OF A
 QF0009'TRIANGULAR BLAZED 10-INCH ASPEN TREE, 30 FEET NORTH-NORTHWEST
 QF0009'OF A TRIANGULAR BLAZED 8-INCH BALSAM TREE, 13 FEET WEST-SOUTHWEST
 QF0009'OF A TELEPHONE POLE, ABOUT LEVEL WITH TRACK AND IS A DISK
 QF0009'WELDED ON THE TOP OF A 6-FOOT LONG, 3-INCH IRON PIPE PROJECTING
 QF0009'5 INCHES.
 QF0009
 QF0009                          STATION RECOVERY (1966)
 QF0009
 QF0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 QF0009'RECOVERED IN GOOD CONDITION.
 QF0009
 QF0009                          STATION RECOVERY (1978)
 QF0009
 QF0009'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 QF0009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0027 ***********************************************************************
 QG0027  DESIGNATION -  P 12
 QG0027  PID         -  QG0027
 QG0027  STATE/COUNTY-  ME/PENOBSCOT
 QG0027  USGS QUAD   -  BENEDICTA (1989)
 QG0027
 QG0027                         *CURRENT SURVEY CONTROL
 QG0027  ___________________________________________________________________
 QG0027* NAD 83(1986)-  45 50 13.     (N)    068 29 48.     (W)     SCALED    
 QG0027* NAVD 88     -       147.072  (meters)     482.52   (feet)  ADJUSTED  
 QG0027  ___________________________________________________________________
 QG0027  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 QG0027  DYNAMIC HT  -         147.076 (meters)     482.53  (feet)  COMP
 QG0027  MODELED GRAV-     980,641.9   (mgal)                       NAVD 88
 QG0027
 QG0027  VERT ORDER  -  FIRST     CLASS II
 QG0027
 QG0027.The horizontal coordinates were scaled from a topographic map and have
 QG0027.an estimated accuracy of +/- 6 seconds.
 QG0027
 QG0027.The orthometric height was determined by differential leveling
 QG0027.and adjusted by the National Geodetic Survey in June 1991..
 QG0027
 QG0027.The geoid height was determined by GEOID03.
 QG0027
 QG0027.The dynamic height is computed by dividing the NAVD 88
 QG0027.geopotential number by the normal gravity value computed on the
 QG0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0027.degrees latitude (g = 980.6199 gals.).
 QG0027
 QG0027.The modeled gravity was interpolated from observed gravity values.
 QG0027
 QG0027;                    North         East    Units  Estimated Accuracy
 QG0027;SPC ME E     -   241,150.      300,260.      MT  (+/- 180 meters Scaled)
 QG0027
 QG0027                          SUPERSEDED SURVEY CONTROL
 QG0027
 QG0027  NGVD 29 (??/??/92)  147.245  (m)          483.09   (f) ADJ UNCH    1 2
 QG0027
 QG0027.Superseded values are not recommended for survey control.
 QG0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0027.See file dsdata.txt to determine how the superseded data were derived.
 QG0027
 QG0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL390760(NAD 83)
 QG0027_MARKER: DB = BENCH MARK DISK
 QG0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0027_STAMPING: 483.086 P 12 1927
 QG0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0027+STABILITY: SURFACE MOTION
 QG0027
 QG0027  HISTORY     - Date     Condition        Report By
 QG0027  HISTORY     - 1927     MONUMENTED       CGS
 QG0027  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QG0027
 QG0027                          STATION DESCRIPTION
 QG0027
 QG0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 QG0027'1.7 MI S FROM STACYVILLE.
 QG0027'1.7 MILES SOUTH ALONG BANGOR AND AROOSTOOK RAILROAD FROM THE
 QG0027'STATION AT STACYVILLE, PENOBSCOT COUNTY, AT DAVIDSON, 3 RAILS
 QG0027'NORTH OF THE NORTH END OF THE STATION, 36.6 FEET EAST OF A
 QG0027'BUILDING OCCUPIED IN 1927 BY THE POST OFFICE AND IN 1934 BY THE
 QG0027'SUMMIT LUMBER CO. OFFICE, AND 24.6 FEET WEST OF THE WEST RAIL.
 QG0027'A STANDARD DISK, STAMPED 483.086 P 12 1927 AND SET IN THE TOP
 QG0027'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 QG0027
 QG0027                          STATION RECOVERY (1985)
 QG0027
 QG0027'RECOVERY NOTE BY US POWER SQUADRON 1985 (BRP)
 QG0027'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0114 ***********************************************************************
 OC0114  DESIGNATION -  P 121
 OC0114  PID         -  OC0114
 OC0114  STATE/COUNTY-  ME/CUMBERLAND
 OC0114  USGS QUAD   -  PORTLAND WEST (1978)
 OC0114
 OC0114                         *CURRENT SURVEY CONTROL
 OC0114  ___________________________________________________________________
 OC0114* NAD 83(1986)-  43 40 09.     (N)    070 19 27.     (W)     SCALED    
 OC0114* NAVD 88     -        15.324  (meters)      50.28   (feet)  ADJUSTED  
 OC0114  ___________________________________________________________________
 OC0114  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 OC0114  DYNAMIC HT  -          15.322 (meters)      50.27  (feet)  COMP
 OC0114  MODELED GRAV-     980,494.4   (mgal)                       NAVD 88
 OC0114
 OC0114  VERT ORDER  -  FIRST     CLASS II
 OC0114
 OC0114.The horizontal coordinates were scaled from a topographic map and have
 OC0114.an estimated accuracy of +/- 6 seconds.
 OC0114
 OC0114.The orthometric height was determined by differential leveling
 OC0114.and adjusted by the National Geodetic Survey in June 1991..
 OC0114
 OC0114.The geoid height was determined by GEOID03.
 OC0114
 OC0114.The dynamic height is computed by dividing the NAVD 88
 OC0114.geopotential number by the normal gravity value computed on the
 OC0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0114.degrees latitude (g = 980.6199 gals.).
 OC0114
 OC0114.The modeled gravity was interpolated from observed gravity values.
 OC0114
 OC0114;                    North         East    Units  Estimated Accuracy
 OC0114;SPC ME W     -    92,870.      887,300.      MT  (+/- 180 meters Scaled)
 OC0114
 OC0114                          SUPERSEDED SURVEY CONTROL
 OC0114
 OC0114  NGVD 29 (??/??/92)   15.538  (m)           50.98   (f) ADJ UNCH    1 2
 OC0114
 OC0114.Superseded values are not recommended for survey control.
 OC0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0114.See file dsdata.txt to determine how the superseded data were derived.
 OC0114
 OC0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ932359(NAD 83)
 OC0114_MARKER: DB = BENCH MARK DISK
 OC0114_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC0114_SP_SET: ABUTMENT
 OC0114_STAMPING: P 121 1955
 OC0114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC0114
 OC0114  HISTORY     - Date     Condition        Report By
 OC0114  HISTORY     - 1955     MONUMENTED       CGS
 OC0114  HISTORY     - 1976     MARK NOT FOUND   NGS
 OC0114  HISTORY     - 19940617 MARK NOT FOUND   USPSQD
 OC0114
 OC0114                          STATION DESCRIPTION
 OC0114
 OC0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 OC0114'2.8 MI NW FROM PORTLAND.
 OC0114'ABOUT 2.85 MILES NORTHWEST ALONG THE MAINE CENTRAL RAILROAD
 OC0114'FROM U.S. HIGHWAY 1 BRIDGE OVER TRACKS AND FORE RIVER, ABOUT
 OC0114'1.55 MILES SOUTHEAST OF CUMBERLAND MILLS STATION AND CROSSING
 OC0114'OF STATE HIGHWAY 25 AT WESTBROOK, ABOUT 0.3 MILE SOUTHEAST
 OC0114'OF OVERPASS OF MAINE TURNPIKE OVER TRACK, ABOUT 234 YARDS
 OC0114'SOUTHEAST OF MILE POST P 4, ABOUT 127 YARDS NORTHWEST OF A
 OC0114'FIELD ROAD CROSSING, ABOUT 77 YARDS SOUTHEAST OF A FIELD ROAD
 OC0114'CROSSING, IN THE TOP OF THE NORTHEAST END OF SOUTHEAST ABUTMENT
 OC0114'OF A 4-FOOT STONE BRIDGE ACROSS SWAMPY AREA, IN THE TOP OF THE
 OC0114'SECOND LAYER OF STONE FROM TOP OF ABUTMENT, 32 FEET NORTHEAST
 OC0114'OF NORTHEAST RAIL AND ABOUT 7 FEET BELOW LEVEL OF TRACK.
 OC0114
 OC0114                          STATION RECOVERY (1976)
 OC0114
 OC0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0114'MARK NOT FOUND.
 OC0114
 OC0114                          STATION RECOVERY (1994)
 OC0114
 OC0114'RECOVERY NOTE BY US POWER SQUADRON 1994
 OC0114'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0545 ***********************************************************************
 OC0545  DESIGNATION -  P 122
 OC0545  PID         -  OC0545
 OC0545  STATE/COUNTY-  ME/CUMBERLAND
 OC0545  USGS QUAD   -  STEEP FALLS (1983)
 OC0545
 OC0545                         *CURRENT SURVEY CONTROL
 OC0545  ___________________________________________________________________
 OC0545* NAD 83(1996)-  43 48 26.16714(N)    070 42 27.83033(W)     ADJUSTED  
 OC0545* NAVD 88     -        95.535  (meters)     313.43   (feet)  ADJUSTED  
 OC0545  ___________________________________________________________________
 OC0545  X           -   1,523,208.396 (meters)                     COMP
 OC0545  Y           -  -4,351,482.480 (meters)                     COMP
 OC0545  Z           -   4,392,709.836 (meters)                     COMP
 OC0545  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 OC0545  ELLIP HEIGHT-          68.59  (meters)          (01/07/02) GPS OBS
 OC0545  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 OC0545  DYNAMIC HT  -          95.520 (meters)     313.39  (feet)  COMP
 OC0545  MODELED GRAV-     980,461.7   (mgal)                       NAVD 88
 OC0545
 OC0545  HORZ ORDER  -  FIRST
 OC0545  VERT ORDER  -  FIRST     CLASS II
 OC0545  ELLP ORDER  -  FIFTH     CLASS I
 OC0545
 OC0545.The horizontal coordinates were established by GPS observations
 OC0545.and adjusted by the National Geodetic Survey in July 1997..
 OC0545
 OC0545.The orthometric height was determined by differential leveling
 OC0545.and adjusted by the National Geodetic Survey in June 1991..
 OC0545
 OC0545.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OC0545
 OC0545.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC0545
 OC0545.The ellipsoidal height was determined by GPS observations
 OC0545.and is referenced to NAD 83.
 OC0545
 OC0545.The geoid height was determined by GEOID03.
 OC0545
 OC0545.The dynamic height is computed by dividing the NAVD 88
 OC0545.geopotential number by the normal gravity value computed on the
 OC0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0545.degrees latitude (g = 980.6199 gals.).
 OC0545
 OC0545.The modeled gravity was interpolated from observed gravity values.
 OC0545
 OC0545;                    North         East     Units Scale Factor Converg.
 OC0545;SPC ME W     -   108,341.913   856,464.509   MT  0.99998997   -0 22 28.4
 OC0545;UTM  19      - 4,851,884.197   362,640.904   MT  0.99983207   -1 10 56.4
 OC0545
 OC0545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC0545!SPC ME W     -   0.99998924  x   0.99998997  =   0.99997921
 OC0545!UTM  19      -   0.99998924  x   0.99983207  =   0.99982132
 OC0545
 OC0545                          SUPERSEDED SURVEY CONTROL
 OC0545
 OC0545  ELLIP H (07/24/97)   68.57   (m)                       GP(       ) 1 1
 OC0545  NAD 83(1992)-  43 48 26.16723(N)    070 42 27.82929(W) AD(1995.00) 1
 OC0545  ELLIP H (04/19/96)   68.58   (m)                       GP(       ) 3 1
 OC0545  NAVD 88 (04/19/96)   95.53   (m)          313.4    (f) LEVELING    3  
 OC0545  NGVD 29 (??/??/92)   95.715  (m)          314.02   (f) ADJ UNCH    1 2
 OC0545
 OC0545.Superseded values are not recommended for survey control.
 OC0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0545.See file dsdata.txt to determine how the superseded data were derived.
 OC0545
 OC0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ6264151884(NAD 83)
 OC0545_MARKER: DB = BENCH MARK DISK
 OC0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC0545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OC0545_STAMPING: P 122 1955
 OC0545_MAGNETIC: N = NO MAGNETIC MATERIAL
 OC0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC0545+STABILITY: SURFACE MOTION
 OC0545_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OC0545+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2004
 OC0545
 OC0545  HISTORY     - Date     Condition        Report By
 OC0545  HISTORY     - 1955     MONUMENTED       CGS
 OC0545  HISTORY     - 1976     GOOD             NGS
 OC0545  HISTORY     - 19951007 GOOD             CHANCE
 OC0545  HISTORY     - 20010723 GOOD             NGS
 OC0545  HISTORY     - 20040418 GOOD             GEOCAC
 OC0545
 OC0545                          STATION DESCRIPTION
 OC0545
 OC0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 OC0545'3.4 MI W FROM STEEP FALLS.
 OC0545'3.45 MILES WEST ALONG THE MAINE CENTRAL RAILROAD FROM THE STATION
 OC0545'AT STEEP FALLS, ABOUT 210 YARDS EAST OF MILE POST P 28, AT
 OC0545'CROSSING OF A NORTHEAST-SOUTHWEST BLACK TOP ROAD, 36 FEET NORTH
 OC0545'OF NORTH RAIL, 156 FEET NORTHEAST OF CENTER OF CROSSING, 27
 OC0545'FEET SOUTHEAST OF CENTER LINE OF ROAD, 6.3 FEET SOUTHWEST OF
 OC0545'TELEPHONE POLE NO. 970, 96 FEET NORTHEAST OF CROSSING SIGN, ABOUT
 OC0545'2 1/2 FEET ABOVE LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE
 OC0545'POST PROJECTING 3 INCHES.
 OC0545
 OC0545                          STATION RECOVERY (1976)
 OC0545
 OC0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0545'RECOVERED IN GOOD CONDITION.
 OC0545
 OC0545                          STATION RECOVERY (1995)
 OC0545
 OC0545'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KB)
 OC0545'RECOVERED AS DESCRIBED EXCEPT AS FOLLOWS, THE BLACK TOP ROAD REFERRED
 OC0545'TO IN THE 1955 DESCRIPTION IS NOW NAMED CHASE SIDING ROAD.  TELEPHONE
 OC0545'POLE NO.  970 HAS BEEN CUT OFF ABOVE THE GROUND.
 OC0545
 OC0545                          STATION RECOVERY (2001)
 OC0545
 OC0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RTN)
 OC0545'RECOVERED IN GOOD CONDITION.
 OC0545
 OC0545                          STATION RECOVERY (2004)
 OC0545
 OC0545'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 OC0545'RECOVERED AS DESCRIBED. MARKER IN GOOD SHAPE. DUE TO 911 ADDRESS/ROAD
 OC0545'NAME CHANGES, THIS ROAD NAME HAS BEEN CHANGED TO PIGEON BROOK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1485 ***********************************************************************
 PE1485  DESIGNATION -  P 128
 PE1485  PID         -  PE1485
 PE1485  STATE/COUNTY-  ME/KENNEBEC
 PE1485  USGS QUAD   -  CLINTON (1988)
 PE1485
 PE1485                         *CURRENT SURVEY CONTROL
 PE1485  ___________________________________________________________________
 PE1485* NAD 83(1986)-  44 38 54.     (N)    069 30 34.     (W)     SCALED    
 PE1485* NAVD 88     -        40.336  (meters)     132.34   (feet)  ADJUSTED  
 PE1485  ___________________________________________________________________
 PE1485  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 PE1485  DYNAMIC HT  -          40.334 (meters)     132.33  (feet)  COMP
 PE1485  MODELED GRAV-     980,569.3   (mgal)                       NAVD 88
 PE1485
 PE1485  VERT ORDER  -  SECOND    CLASS 0
 PE1485
 PE1485.The horizontal coordinates were scaled from a topographic map and have
 PE1485.an estimated accuracy of +/- 6 seconds.
 PE1485
 PE1485.The orthometric height was determined by differential leveling
 PE1485.and adjusted by the National Geodetic Survey in June 1991..
 PE1485
 PE1485.The geoid height was determined by GEOID03.
 PE1485
 PE1485.The dynamic height is computed by dividing the NAVD 88
 PE1485.geopotential number by the normal gravity value computed on the
 PE1485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1485.degrees latitude (g = 980.6199 gals.).
 PE1485
 PE1485.The modeled gravity was interpolated from observed gravity values.
 PE1485
 PE1485;                    North         East    Units  Estimated Accuracy
 PE1485;SPC ME W     -   201,860.      952,130.      MT  (+/- 180 meters Scaled)
 PE1485
 PE1485                          SUPERSEDED SURVEY CONTROL
 PE1485
 PE1485  NGVD 29 (??/??/92)   40.555  (m)          133.05   (f) ADJ UNCH    2 0
 PE1485
 PE1485.Superseded values are not recommended for survey control.
 PE1485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1485.See file dsdata.txt to determine how the superseded data were derived.
 PE1485
 PE1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK596440(NAD 83)
 PE1485_MARKER: DB = BENCH MARK DISK
 PE1485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1485_STAMPING: P 128 1958
 PE1485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1485+STABILITY: SURFACE MOTION
 PE1485
 PE1485  HISTORY     - Date     Condition        Report By
 PE1485  HISTORY     - 1958     MONUMENTED       CGS
 PE1485  HISTORY     - 1979     MARK NOT FOUND   USGS
 PE1485
 PE1485                          STATION DESCRIPTION
 PE1485
 PE1485'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE1485'0.9 MI NW FROM CLINTON.
 PE1485'ABOUT 0.5 MILES NORTHWEST ALONG A BLACKTOP ROAD FROM THE MAINE
 PE1485'CENTRAL RAILROAD STATION AT CLINTON, THENCE 0.4 MILES NORTH ALONG
 PE1485'A BLACKTOP ROAD, ABOUT 0.15 MILES NORTH OF A 20-FOOT WOODEN
 PE1485'BRIDGE, ABOUT 0.15 MILES SOUTH OF A SMALL HOUSE EAST OF THE ROAD,
 PE1485'AT THE JUNCTION OF DRIVE NORTHWEST TO A GRAVEL PIT, 18 FEET EAST
 PE1485'OF THE CENTER LINE OF THE BLACKTOP ROAD, 96 FEET NORTH-NORTHEAST
 PE1485'OF THE JUNCTION, 3 FEET NORTH OF A POWER POLE, 3 FEET SOUTH OF
 PE1485'A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD,
 PE1485'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 PE1485
 PE1485                          STATION RECOVERY (1979)
 PE1485
 PE1485'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PE1485'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0692 ***********************************************************************
 PE0692  DESIGNATION -  P 129
 PE0692  PID         -  PE0692
 PE0692  STATE/COUNTY-  ME/SOMERSET
 PE0692  USGS QUAD   -  PITTSFIELD (1982)
 PE0692
 PE0692                         *CURRENT SURVEY CONTROL
 PE0692  ___________________________________________________________________
 PE0692* NAD 83(1986)-  44 45 43.     (N)    069 24 41.     (W)     SCALED    
 PE0692* NAVD 88     -        75.371  (meters)     247.28   (feet)  ADJUSTED  
 PE0692  ___________________________________________________________________
 PE0692  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 PE0692  DYNAMIC HT  -          75.367 (meters)     247.27  (feet)  COMP
 PE0692  MODELED GRAV-     980,569.7   (mgal)                       NAVD 88
 PE0692  OBS GRAVITY -     980,569.7   (mgal)                       GRAV_OBS
 PE0692
 PE0692  VERT ORDER  -  FIRST     CLASS I
 PE0692
 PE0692.The horizontal coordinates were scaled from a topographic map and have
 PE0692.an estimated accuracy of +/- 6 seconds.
 PE0692
 PE0692.The orthometric height was determined by differential leveling
 PE0692.and adjusted by the National Geodetic Survey in June 1991..
 PE0692.WARNING-Repeat measurements at this control monument indicate possible
 PE0692.vertical movement.
 PE0692
 PE0692.The geoid height was determined by GEOID03.
 PE0692
 PE0692.The dynamic height is computed by dividing the NAVD 88
 PE0692.geopotential number by the normal gravity value computed on the
 PE0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0692.degrees latitude (g = 980.6199 gals.).
 PE0692
 PE0692.The modeled gravity was interpolated from observed gravity values.
 PE0692.The observed gravity was obtained from relative gravimeter ties
 PE0692.to the IGSN71 gravity network.
 PE0692
 PE0692;                    North         East    Units  Estimated Accuracy
 PE0692;SPC ME W     -   214,560.      959,800.      MT  (+/- 180 meters Scaled)
 PE0692
 PE0692                          SUPERSEDED SURVEY CONTROL
 PE0692
 PE0692  NGVD 29 (??/??/92)   75.581  (m)          247.97   (f) ADJ UNCH    1 1
 PE0692
 PE0692.Superseded values are not recommended for survey control.
 PE0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0692.See file dsdata.txt to determine how the superseded data were derived.
 PE0692
 PE0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK674565(NAD 83)
 PE0692_MARKER: DB = BENCH MARK DISK
 PE0692_SETTING: 80 = SET IN A BOULDER
 PE0692_SP_SET: BOULDER
 PE0692_STAMPING: P 129 1958
 PE0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0692+STABILITY: SURFACE MOTION
 PE0692
 PE0692  HISTORY     - Date     Condition        Report By
 PE0692  HISTORY     - 1958     MONUMENTED       CGS
 PE0692  HISTORY     - 1966     GOOD             NGS
 PE0692  HISTORY     - 1978     GOOD             DOD
 PE0692
 PE0692                          STATION DESCRIPTION
 PE0692
 PE0692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0692'2.3 MI SW FROM PITTSFIELD.
 PE0692'2.3 MILES SOUTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE0692'STATION AT PITTSFIELD, ABOUT 0.15 MILE NORTH OF MILEPOST
 PE0692'P100/V151, IN THE TOP OF A EMBEDDED BOULDER THAT THE EXPOSED
 PE0692'PORTION IS ABOUT 4-BY-5-FOOT AND PROJECTS 1 FOOT, 27 FEET WEST
 PE0692'OF THE WEST RAIL OF THE MAIN TRACK, 1.5 FEET SOUTH OF THE
 PE0692'NORTH END OF THE ROCK, AND ABOUT 6 FEET ABOVE THE LEVEL OF THE
 PE0692'TRACK.
 PE0692
 PE0692                          STATION RECOVERY (1978)
 PE0692
 PE0692'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE0692'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0720 ***********************************************************************
 QG0720  DESIGNATION -  P 13
 QG0720  PID         -  QG0720
 QG0720  STATE/COUNTY-  ME/PISCATAQUIS
 QG0720  USGS QUAD   -  BROWNVILLE JUNCTION (1988)
 QG0720
 QG0720                         *CURRENT SURVEY CONTROL
 QG0720  ___________________________________________________________________
 QG0720* NAD 83(1986)-  45 18 11.     (N)    069 01 56.     (W)     SCALED    
 QG0720* NAVD 88     -       102.069  (meters)     334.87   (feet)  POSTED    
 QG0720  ___________________________________________________________________
 QG0720  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 QG0720  DYNAMIC HT  -         102.070 (meters)     334.87  (feet)  COMP
 QG0720  MODELED GRAV-     980,596.9   (mgal)                       NAVD 88
 QG0720
 QG0720  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QG0720
 QG0720.The horizontal coordinates were scaled from a topographic map and have
 QG0720.an estimated accuracy of +/- 6 seconds.
 QG0720
 QG0720.The orthometric height was determined by differential leveling
 QG0720.and adjusted by the National Geodetic Survey in 1992..
 QG0720.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QG0720.rate of 0.0 thru 1.0 mm/km.
 QG0720
 QG0720.The geoid height was determined by GEOID03.
 QG0720
 QG0720.The dynamic height is computed by dividing the NAVD 88
 QG0720.geopotential number by the normal gravity value computed on the
 QG0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0720.degrees latitude (g = 980.6199 gals.).
 QG0720
 QG0720.The modeled gravity was interpolated from observed gravity values.
 QG0720
 QG0720;                    North         East    Units  Estimated Accuracy
 QG0720;SPC ME E     -   181,960.      258,260.      MT  (+/- 180 meters Scaled)
 QG0720
 QG0720                          SUPERSEDED SURVEY CONTROL
 QG0720
 QG0720  NGVD 29 (??/??/92)  102.246  (m)          335.45   (f) ADJ UNCH    1 2
 QG0720
 QG0720.Superseded values are not recommended for survey control.
 QG0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0720.See file dsdata.txt to determine how the superseded data were derived.
 QG0720
 QG0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL974166(NAD 83)
 QG0720_MARKER: DB = BENCH MARK DISK
 QG0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0720_STAMPING: 335.094 P 13 1927
 QG0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0720+STABILITY: SURFACE MOTION
 QG0720
 QG0720  HISTORY     - Date     Condition        Report By
 QG0720  HISTORY     - 1927     MONUMENTED       CGS
 QG0720  HISTORY     - 1953     GOOD             NGS
 QG0720  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 QG0720
 QG0720                          STATION DESCRIPTION
 QG0720
 QG0720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 QG0720'AT BROWNVILLE.
 QG0720'AT BROWNVILLE, ALONG THE BANGOR AND AROOSTOOK RAILROAD, 63 1/2
 QG0720'FEET SOUTH OF SOUTHEAST CORNER OF STATION, 17 1/2 FEET WEST OF
 QG0720'WEST RAIL OF MAIN TRACK, 4 FEET NORTHEAST OF NORTHEAST CORNER
 QG0720'OF A TOOL SHED, ABOUT 1 FOOT ABOVE LEVEL OF TRACK AND SET
 QG0720'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 QG0720
 QG0720                          STATION RECOVERY (1983)
 QG0720
 QG0720'RECOVERY NOTE BY US POWER SQUADRON 1983 (DVH)
 QG0720'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0644 ***********************************************************************
 PE0644  DESIGNATION -  P 131
 PE0644  PID         -  PE0644
 PE0644  STATE/COUNTY-  ME/PENOBSCOT
 PE0644  USGS QUAD   -  HERMON (1978)
 PE0644
 PE0644                         *CURRENT SURVEY CONTROL
 PE0644  ___________________________________________________________________
 PE0644* NAD 83(1986)-  44 46 39.     (N)    068 54 34.     (W)     SCALED    
 PE0644* NAVD 88     -        51.776  (meters)     169.87   (feet)  ADJUSTED  
 PE0644  ___________________________________________________________________
 PE0644  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 PE0644  DYNAMIC HT  -          51.774 (meters)     169.86  (feet)  COMP
 PE0644  MODELED GRAV-     980,574.9   (mgal)                       NAVD 88
 PE0644
 PE0644  VERT ORDER  -  SECOND    CLASS 0
 PE0644
 PE0644.The horizontal coordinates were scaled from a topographic map and have
 PE0644.an estimated accuracy of +/- 6 seconds.
 PE0644
 PE0644.The orthometric height was determined by differential leveling
 PE0644.and adjusted by the National Geodetic Survey in June 1991..
 PE0644
 PE0644.The geoid height was determined by GEOID03.
 PE0644
 PE0644.The dynamic height is computed by dividing the NAVD 88
 PE0644.geopotential number by the normal gravity value computed on the
 PE0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0644.degrees latitude (g = 980.6199 gals.).
 PE0644
 PE0644.The modeled gravity was interpolated from observed gravity values.
 PE0644
 PE0644;                    North         East    Units  Estimated Accuracy
 PE0644;SPC ME E     -   123,500.      267,600.      MT  (+/- 180 meters Scaled)
 PE0644
 PE0644                          SUPERSEDED SURVEY CONTROL
 PE0644
 PE0644  NGVD 29 (??/??/92)   51.987  (m)          170.56   (f) ADJ UNCH    2 0
 PE0644
 PE0644.Superseded values are not recommended for survey control.
 PE0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0644.See file dsdata.txt to determine how the superseded data were derived.
 PE0644
 PE0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK071582(NAD 83)
 PE0644_MARKER: DB = BENCH MARK DISK
 PE0644_SETTING: 66 = SET IN ROCK OUTCROP
 PE0644_SP_SET: BEDROCK
 PE0644_STAMPING: P 131 1958
 PE0644_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0644+STABILITY: POSITION/ELEVATION WELL
 PE0644
 PE0644  HISTORY     - Date     Condition        Report By
 PE0644  HISTORY     - 1958     MONUMENTED       CGS
 PE0644
 PE0644                          STATION DESCRIPTION
 PE0644
 PE0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0644'3.3 MI SW FROM NORTHERN MAINE JUNCTION.
 PE0644'1.8 MILES WEST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE0644'STATION AT NORTHERN MAINE JUNCTION, THENCE 1.5 MILES SOUTHWEST
 PE0644'ALONG A BLACKTOP AND GRAVEL ROAD, ABOUT 0.05 MILES SOUTHWEST OF
 PE0644'A DRIVEWAY NORTHWEST TO A HOUSE, SET IN THE TOP OF AND IN THE
 PE0644'CENTER OF OUTCROPPING BEDROCK, AT A CUT SOUTHEAST OF THE ROAD,
 PE0644'20 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 34 FEET
 PE0644'SOUTHWEST OF THE NORTHEAST END OF THE BEDROCK, 63 FEET
 PE0644'SOUTHWEST OF TELEPHONE POLE 17, ABOUT 3 FEET ABOVE THE LEVEL OF
 PE0644'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0643 ***********************************************************************
 PE0643  DESIGNATION -  P 131 RESET 1970
 PE0643  PID         -  PE0643
 PE0643  STATE/COUNTY-  ME/PENOBSCOT
 PE0643  USGS QUAD   -  HERMON (1978)
 PE0643
 PE0643                         *CURRENT SURVEY CONTROL
 PE0643  ___________________________________________________________________
 PE0643* NAD 83(1986)-  44 46 39.     (N)    068 54 34.     (W)     SCALED    
 PE0643* NAVD 88     -        51.78   (meters)     169.9    (feet)  RESET     
 PE0643  ___________________________________________________________________
 PE0643  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 PE0643
 PE0643  VERT ORDER  -  THIRD
 PE0643
 PE0643.The horizontal coordinates were scaled from a topographic map and have
 PE0643.an estimated accuracy of +/- 6 seconds.
 PE0643
 PE0643.The orthometric height was computed from unverified reset data.
 PE0643
 PE0643.The geoid height was determined by GEOID03.
 PE0643
 PE0643;                    North         East    Units  Estimated Accuracy
 PE0643;SPC ME E     -   123,500.      267,600.      MT  (+/- 180 meters Scaled)
 PE0643
 PE0643                          SUPERSEDED SURVEY CONTROL
 PE0643
 PE0643  NGVD 29 (01/19/06)   51.99   (m)          170.6    (f) RESET       3  
 PE0643
 PE0643.Superseded values are not recommended for survey control.
 PE0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0643.See file dsdata.txt to determine how the superseded data were derived.
 PE0643
 PE0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK071582(NAD 83)
 PE0643_MARKER: DD = SURVEY DISK
 PE0643_SETTING: 66 = SET IN ROCK OUTCROP
 PE0643_SP_SET: BEDROCK
 PE0643_STAMPING: P 131 RESET 1970
 PE0643_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0643+STABILITY: POSITION/ELEVATION WELL
 PE0643
 PE0643  HISTORY     - Date     Condition        Report By
 PE0643  HISTORY     - 1970     MONUMENTED       MEHD
 PE0643
 PE0643                          STATION DESCRIPTION
 PE0643
 PE0643'DESCRIBED BY MAINE HIGHWAY DEPARTMENT (NOW MEDT) 1970
 PE0643'1.8 MI W FROM NORTHERN MAINE JUNCTION.
 PE0643'1.8 MILES WEST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE0643'STATION AT NORTHERN MAINE JUNCTION, THENCE 1.5 MILES SOUTHWEST
 PE0643'ALONG A BLACK TOP ROAD, ABOUT 0.05 MILE SOUTHWEST OF A
 PE0643'DRIVEWAY NORTHWEST TO A HOUSE, SET IN THE HIGH POINT OF BEDROCK
 PE0643'OUTCROP AND APPROXIMATELY 30 FEET SOUTHEAST OF CENTER LINE OF
 PE0643'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0621 ***********************************************************************
 PE0621  DESIGNATION -  P 132
 PE0621  PID         -  PE0621
 PE0621  STATE/COUNTY-  ME/PENOBSCOT
 PE0621  USGS QUAD   -  HERMON (1978)
 PE0621
 PE0621                         *CURRENT SURVEY CONTROL
 PE0621  ___________________________________________________________________
 PE0621* NAD 83(1986)-  44 46 00.     (N)    068 53 20.     (W)     SCALED    
 PE0621* NAVD 88     -        45.022  (meters)     147.71   (feet)  ADJUSTED  
 PE0621  ___________________________________________________________________
 PE0621  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 PE0621  DYNAMIC HT  -          45.020 (meters)     147.70  (feet)  COMP
 PE0621  MODELED GRAV-     980,573.2   (mgal)                       NAVD 88
 PE0621
 PE0621  VERT ORDER  -  SECOND    CLASS 0
 PE0621
 PE0621.The horizontal coordinates were scaled from a topographic map and have
 PE0621.an estimated accuracy of +/- 6 seconds.
 PE0621
 PE0621.The orthometric height was determined by differential leveling
 PE0621.and adjusted by the National Geodetic Survey in June 1991..
 PE0621
 PE0621.The geoid height was determined by GEOID03.
 PE0621
 PE0621.The dynamic height is computed by dividing the NAVD 88
 PE0621.geopotential number by the normal gravity value computed on the
 PE0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0621.degrees latitude (g = 980.6199 gals.).
 PE0621
 PE0621.The modeled gravity was interpolated from observed gravity values.
 PE0621
 PE0621;                    North         East    Units  Estimated Accuracy
 PE0621;SPC ME E     -   122,290.      269,220.      MT  (+/- 180 meters Scaled)
 PE0621
 PE0621                          SUPERSEDED SURVEY CONTROL
 PE0621
 PE0621  NGVD 29 (??/??/92)   45.231  (m)          148.40   (f) ADJ UNCH    2 0
 PE0621
 PE0621.Superseded values are not recommended for survey control.
 PE0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0621.See file dsdata.txt to determine how the superseded data were derived.
 PE0621
 PE0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK087570(NAD 83)
 PE0621_MARKER: DB = BENCH MARK DISK
 PE0621_SETTING: 66 = SET IN ROCK OUTCROP
 PE0621_SP_SET: BEDROCK
 PE0621_STAMPING: P 132 1958
 PE0621_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0621+STABILITY: POSITION/ELEVATION WELL
 PE0621
 PE0621  HISTORY     - Date     Condition        Report By
 PE0621  HISTORY     - 1958     MONUMENTED       CGS
 PE0621
 PE0621                          STATION DESCRIPTION
 PE0621
 PE0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0621'5 MI W FROM HAMPDEN.
 PE0621'2.4 MILES NORTHWEST ALONG BLACKTOP ROAD TO HERMON CENTER FROM
 PE0621'THE WATER WORKS AT HAMPDEN, THENCE 1.7 MILES SOUTH ALONG A
 PE0621'BLACKTOP ROAD, THENCE 0.55 MILE NORTHWEST ALONG A GRAVEL ROAD,
 PE0621'THENCE 0.4 MILES NORTHWEST ALONG A TRAIL ROAD, AT THE JUNCTION
 PE0621'OF A TRAIL ROAD EAST AND A DILAPIDATED HOUSE, SET IN THE TOP OF
 PE0621'THE HIGHEST PART OF OUTCROPPING BEDROCK, 40 FEET EAST OF THE
 PE0621'CENTER LINE OF THE TRAIL ROAD, 43 FEET NORTH OF THE CENTER LINE
 PE0621'OF THE TRAIL ROAD EAST, 67 FEET NORTHEST OF THE CENTER LINE OF
 PE0621'THE JUNCTION OF THE TRAILROAD, 35 FEET WEST-SOUTHWEST OF SOUTHWEST
 PE0621'CORNER OF THE STONE FOUNDATION OF THE DILAPIDATED HOUSE, 28 FEET
 PE0621'SOUTH OF A 36-INCH MULTIPLE TRUNK TREE, ABOUT 3 FEET ABOVE THE
 PE0621'LEVEL OF THE TRAIL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0415 ***********************************************************************
 QG0415  DESIGNATION -  P 133
 QG0415  PID         -  QG0415
 QG0415  STATE/COUNTY-  ME/PENOBSCOT
 QG0415  USGS QUAD   -  GREENBUSH (1988)
 QG0415
 QG0415                         *CURRENT SURVEY CONTROL
 QG0415  ___________________________________________________________________
 QG0415* NAD 83(1986)-  45 03 05.     (N)    068 41 30.     (W)     SCALED    
 QG0415* NAVD 88     -        46.070  (meters)     151.15   (feet)  ADJUSTED  
 QG0415  ___________________________________________________________________
 QG0415  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 QG0415  DYNAMIC HT  -          46.070 (meters)     151.15  (feet)  COMP
 QG0415  MODELED GRAV-     980,609.0   (mgal)                       NAVD 88
 QG0415
 QG0415  VERT ORDER  -  SECOND    CLASS 0
 QG0415
 QG0415.The horizontal coordinates were scaled from a topographic map and have
 QG0415.an estimated accuracy of +/- 6 seconds.
 QG0415
 QG0415.The orthometric height was determined by differential leveling
 QG0415.and adjusted by the National Geodetic Survey in June 1991..
 QG0415
 QG0415.The geoid height was determined by GEOID03.
 QG0415
 QG0415.The dynamic height is computed by dividing the NAVD 88
 QG0415.geopotential number by the normal gravity value computed on the
 QG0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0415.degrees latitude (g = 980.6199 gals.).
 QG0415
 QG0415.The modeled gravity was interpolated from observed gravity values.
 QG0415
 QG0415;                    North         East    Units  Estimated Accuracy
 QG0415;SPC ME E     -   153,870.      284,900.      MT  (+/- 180 meters Scaled)
 QG0415
 QG0415                          SUPERSEDED SURVEY CONTROL
 QG0415
 QG0415  NGVD 29 (??/??/92)   46.276  (m)          151.82   (f) ADJ UNCH    2 0
 QG0415
 QG0415.Superseded values are not recommended for survey control.
 QG0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0415.See file dsdata.txt to determine how the superseded data were derived.
 QG0415
 QG0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK242887(NAD 83)
 QG0415_MARKER: DB = BENCH MARK DISK
 QG0415_SETTING: 66 = SET IN ROCK OUTCROP
 QG0415_SP_SET: BEDROCK
 QG0415_STAMPING: P 133 1958
 QG0415_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0415+STABILITY: POSITION/ELEVATION WELL
 QG0415
 QG0415  HISTORY     - Date     Condition        Report By
 QG0415  HISTORY     - 1958     MONUMENTED       CGS
 QG0415  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 QG0415  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 QG0415
 QG0415                          STATION DESCRIPTION
 QG0415
 QG0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 QG0415'13.4 MI N FROM OLD TOWN.
 QG0415'2.95 MILES NORTHWEST ALONG STATE HIGHWAY 43 FROM THE JUNCTION
 QG0415'WITH U.S. HIGHWAY 2 AT OLD TOWN, THENCE 2.25 MILES NORTH ALONG
 QG0415'STATE HIGHWAY 16, THENCE 7.15 MILES NORTH ALONG STATE HIGHWAY
 QG0415'116, THENCE 1.0 MILES WEST ALONG A GRAVEL ROAD, SET IN THE TOP
 QG0415'AND THE HIGHEST PART OF A 10-FOOT BY 10-FOOT SECTION OF
 QG0415'OUTCROPPING BEDROCK, ABOUT 20 YARDS EAST OF THE BOTTOM OF THE
 QG0415'GRADE, 44 FEET SOUTHWEST AND ACROSS THE ROAD FROM TELEPHONE
 QG0415'POLE, 19 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 5 FEET
 QG0415'NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD.
 QG0415
 QG0415                          STATION RECOVERY (1986)
 QG0415
 QG0415'RECOVERY NOTE BY US POWER SQUADRON 1986 (RRP)
 QG0415'MARK NOT FOUND.
 QG0415
 QG0415                          STATION RECOVERY (1988)
 QG0415
 QG0415'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 QG0415'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0496 ***********************************************************************
 QG0496  DESIGNATION -  P 136
 QG0496  PID         -  QG0496
 QG0496  STATE/COUNTY-  ME/PENOBSCOT
 QG0496  USGS QUAD   -  LINCOLN WEST (1988)
 QG0496
 QG0496                         *CURRENT SURVEY CONTROL
 QG0496  ___________________________________________________________________
 QG0496* NAD 83(1986)-  45 21 07.     (N)    068 34 39.     (W)     SCALED    
 QG0496* NAVD 88     -        58.752  (meters)     192.76   (feet)  ADJUSTED  
 QG0496  ___________________________________________________________________
 QG0496  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 QG0496  DYNAMIC HT  -          58.752 (meters)     192.76  (feet)  COMP
 QG0496  MODELED GRAV-     980,620.9   (mgal)                       NAVD 88
 QG0496
 QG0496  VERT ORDER  -  FIRST     CLASS II
 QG0496
 QG0496.The horizontal coordinates were scaled from a topographic map and have
 QG0496.an estimated accuracy of +/- 6 seconds.
 QG0496
 QG0496.The orthometric height was determined by differential leveling
 QG0496.and adjusted by the National Geodetic Survey in June 1991..
 QG0496.WARNING-Repeat measurements at this control monument indicate possible
 QG0496.vertical movement.
 QG0496
 QG0496.The geoid height was determined by GEOID03.
 QG0496
 QG0496.The dynamic height is computed by dividing the NAVD 88
 QG0496.geopotential number by the normal gravity value computed on the
 QG0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0496.degrees latitude (g = 980.6199 gals.).
 QG0496
 QG0496.The modeled gravity was interpolated from observed gravity values.
 QG0496
 QG0496;                    North         East    Units  Estimated Accuracy
 QG0496;SPC ME E     -   187,260.      293,930.      MT  (+/- 180 meters Scaled)
 QG0496
 QG0496                          SUPERSEDED SURVEY CONTROL
 QG0496
 QG0496  NGVD 29 (??/??/92)   58.829  (m)          193.01   (f) ADJ UNCH    1 2
 QG0496
 QG0496.Superseded values are not recommended for survey control.
 QG0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0496.See file dsdata.txt to determine how the superseded data were derived.
 QG0496
 QG0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL330221(NAD 83)
 QG0496_MARKER: DB = BENCH MARK DISK
 QG0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0496_STAMPING: P 136 1959
 QG0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0496+STABILITY: SURFACE MOTION
 QG0496
 QG0496  HISTORY     - Date     Condition        Report By
 QG0496  HISTORY     - 1959     MONUMENTED       CGS
 QG0496  HISTORY     - 1978     GOOD             NGS
 QG0496
 QG0496                          STATION DESCRIPTION
 QG0496
 QG0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QG0496'10.2 MI NE FROM HOWLAND.
 QG0496'10.20 MILES NORTHEAST ALONG STATE HIGHWAY 116 FROM THE NORTH
 QG0496'END OF THE LARGE HIGHWAY 116 BRIDGE OVER THE PISCATAQUIS RIVER
 QG0496'AT HOWLAND, 1.10 MILES NORTHEAST OF BRIDGE OVER MATTAMISCONTIS
 QG0496'STREAM, 42 FEET WEST OF THE CENTER LINE OF ROAD LEADING
 QG0496'NORTH-NORTHWEST, 35 FEET NORTH-NORTHWEST OF CENTER LINE OF
 QG0496'HIGHWAY, 50 FEET WEST OF THE CENTER OF JUNCTION OF THE HIGHWAY AND
 QG0496'THE ROAD, 1 1/2 FEET SOUTHEAST OF A WHITE METAL WITNESS POST, 1
 QG0496'FOOT ABOVE THE LEVEL OF THE HIGHWAY, SET IN TOP OF A CONCRETE
 QG0496'POST PROJECTING 4 INCHES ABOVE THE GROUND.
 QG0496
 QG0496                          STATION RECOVERY (1978)
 QG0496
 QG0496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0496'2.2 MILES WEST ALONG STATE HIGHWAY 116 FROM THE NORTH END OF THE
 QG0496'STATE HIGHWAY 116 BRIDGE ACROSS THE PISCATAQUIS RIVER AT HOWLAND TO
 QG0496'A Y-JUNCTION, THENCE 7.8 MILES NORTHEAST ALONG STATE HIGHWAY 116,
 QG0496'41.6 FT. SOUTHWEST OF THE CENTER LINE OF THE DIRT ROAD LEADING
 QG0496'NORTHWEST, 35.3 FT. NORTHWEST OF THE CENTER LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0573 ***********************************************************************
 QG0573  DESIGNATION -  P 137
 QG0573  PID         -  QG0573
 QG0573  STATE/COUNTY-  ME/PENOBSCOT
 QG0573  USGS QUAD   -  EAST MILLINOCKET (1988)
 QG0573
 QG0573                         *CURRENT SURVEY CONTROL
 QG0573  ___________________________________________________________________
 QG0573* NAD 83(1986)-  45 39 08.     (N)    068 33 01.     (W)     SCALED    
 QG0573* NAVD 88     -        83.450  (meters)     273.79   (feet)  ADJUSTED  
 QG0573  ___________________________________________________________________
 QG0573  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 QG0573  DYNAMIC HT  -          83.451 (meters)     273.79  (feet)  COMP
 QG0573  MODELED GRAV-     980,633.2   (mgal)                       NAVD 88
 QG0573
 QG0573  VERT ORDER  -  SECOND    CLASS 0
 QG0573
 QG0573.The horizontal coordinates were scaled from a topographic map and have
 QG0573.an estimated accuracy of +/- 6 seconds.
 QG0573
 QG0573.The orthometric height was determined by differential leveling
 QG0573.and adjusted by the National Geodetic Survey in June 1991..
 QG0573
 QG0573.The geoid height was determined by GEOID03.
 QG0573
 QG0573.The dynamic height is computed by dividing the NAVD 88
 QG0573.geopotential number by the normal gravity value computed on the
 QG0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0573.degrees latitude (g = 980.6199 gals.).
 QG0573
 QG0573.The modeled gravity was interpolated from observed gravity values.
 QG0573
 QG0573;                    North         East    Units  Estimated Accuracy
 QG0573;SPC ME E     -   220,620.      296,080.      MT  (+/- 180 meters Scaled)
 QG0573
 QG0573                          SUPERSEDED SURVEY CONTROL
 QG0573
 QG0573  NGVD 29 (??/??/92)   83.646  (m)          274.43   (f) ADJ UNCH    2 0
 QG0573
 QG0573.Superseded values are not recommended for survey control.
 QG0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0573.See file dsdata.txt to determine how the superseded data were derived.
 QG0573
 QG0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL350555(NAD 83)
 QG0573_MARKER: DB = BENCH MARK DISK
 QG0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0573_STAMPING: P 137 1959
 QG0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0573+STABILITY: SURFACE MOTION
 QG0573
 QG0573  HISTORY     - Date     Condition        Report By
 QG0573  HISTORY     - 1959     MONUMENTED       CGS
 QG0573
 QG0573                          STATION DESCRIPTION
 QG0573
 QG0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QG0573'2.9 MI N FROM MEDWAY.
 QG0573'2.9 MILES NORTH ALONG STATE HIGHWAY 11 FROM ITS JUNCTION WITH
 QG0573'STATE HIGHWAY 157 AT MEDWAY, 30 1/2 FEET SOUTHEAST OF THE
 QG0573'CENTER LINE OF THE HIGHWAY, 117 1/2 FEET SOUTH AND ACROSS THE
 QG0573'HIGHWAY FROM A POWER LINE POLE, 5 FEET NORTHEAST OF A METAL
 QG0573'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, SET IN THE TOP OF A
 QG0573'CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0122 ***********************************************************************
 QG0122  DESIGNATION -  P 138
 QG0122  PID         -  QG0122
 QG0122  STATE/COUNTY-  ME/PENOBSCOT
 QG0122  USGS QUAD   -  SALMON STREAM LAKE (1988)
 QG0122
 QG0122                         *CURRENT SURVEY CONTROL
 QG0122  ___________________________________________________________________
 QG0122* NAD 83(1986)-  45 44 30.     (N)    068 26 41.     (W)     SCALED    
 QG0122* NAVD 88     -       207.042  (meters)     679.27   (feet)  ADJUSTED  
 QG0122  ___________________________________________________________________
 QG0122  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 QG0122  DYNAMIC HT  -         207.048 (meters)     679.29  (feet)  COMP
 QG0122  MODELED GRAV-     980,636.0   (mgal)                       NAVD 88
 QG0122
 QG0122  VERT ORDER  -  SECOND    CLASS 0
 QG0122
 QG0122.The horizontal coordinates were scaled from a topographic map and have
 QG0122.an estimated accuracy of +/- 6 seconds.
 QG0122
 QG0122.The orthometric height was determined by differential leveling
 QG0122.and adjusted by the National Geodetic Survey in June 1991..
 QG0122
 QG0122.The geoid height was determined by GEOID03.
 QG0122
 QG0122.The dynamic height is computed by dividing the NAVD 88
 QG0122.geopotential number by the normal gravity value computed on the
 QG0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0122.degrees latitude (g = 980.6199 gals.).
 QG0122
 QG0122.The modeled gravity was interpolated from observed gravity values.
 QG0122
 QG0122;                    North         East    Units  Estimated Accuracy
 QG0122;SPC ME E     -   230,570.      304,300.      MT  (+/- 180 meters Scaled)
 QG0122
 QG0122                          SUPERSEDED SURVEY CONTROL
 QG0122
 QG0122  NGVD 29 (??/??/92)  207.227  (m)          679.88   (f) ADJ UNCH    2 0
 QG0122
 QG0122.Superseded values are not recommended for survey control.
 QG0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0122.See file dsdata.txt to determine how the superseded data were derived.
 QG0122
 QG0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL431654(NAD 83)
 QG0122_MARKER: DB = BENCH MARK DISK
 QG0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0122_STAMPING: P 138 1959
 QG0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0122+STABILITY: SURFACE MOTION
 QG0122
 QG0122  HISTORY     - Date     Condition        Report By
 QG0122  HISTORY     - 1959     MONUMENTED       CGS
 QG0122  HISTORY     - 19851112 MARK NOT FOUND   USPSQD
 QG0122
 QG0122                          STATION DESCRIPTION
 QG0122
 QG0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QG0122'5.7 MI SW FROM BENEDICTA.
 QG0122'1.6 MILES SOUTH ALONG AN ASPHALT ROAD FROM THE POST OFFICE
 QG0122'AT BENEDICTA, THENCE 1.2 MILES WEST ALONG A GRAVEL ROAD, THENCE
 QG0122'1.2 MILES SOUTH ALONG A GRAVEL ROAD AND FARM ROAD, THENCE
 QG0122'1.5 MILES SOUTH ALONG A WOODS ROAD, THENCE 0.2 MILE WEST ALONG
 QG0122'A WOODS ROAD, 9 FEET NORTH OF THE CENTER LINE OF THE WOODS
 QG0122'ROAD, 7 FEET SOUTHEAST OF A 20-INCH BEECH TREE WITH A METAL
 QG0122'WITNESS POST NAILED TO TREE, 14 FEET EAST OF A 20-INCH
 QG0122'BEECH TREE WITH A BLAZE, 2 FEET ABOVE THE LEVEL OF THE ROAD
 QG0122'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES
 QG0122'ABOVE THE LEVEL OF THE GROUND.
 QG0122
 QG0122                          STATION RECOVERY (1985)
 QG0122
 QG0122'RECOVERY NOTE BY US POWER SQUADRON 1985 (DVH)
 QG0122'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0129 ***********************************************************************
 RF0129  DESIGNATION -  P 139
 RF0129  PID         -  RF0129
 RF0129  STATE/COUNTY-  ME/AROOSTOOK
 RF0129  USGS QUAD   -  OAKFIELD (1986)
 RF0129
 RF0129                         *CURRENT SURVEY CONTROL
 RF0129  ___________________________________________________________________
 RF0129* NAD 83(1986)-  46 03 50.     (N)    068 12 54.     (W)     SCALED    
 RF0129* NAVD 88     -       172.381  (meters)     565.55   (feet)  ADJUSTED  
 RF0129  ___________________________________________________________________
 RF0129  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 RF0129  DYNAMIC HT  -         172.387 (meters)     565.57  (feet)  COMP
 RF0129  MODELED GRAV-     980,647.8   (mgal)                       NAVD 88
 RF0129
 RF0129  VERT ORDER  -  SECOND    CLASS 0
 RF0129
 RF0129.The horizontal coordinates were scaled from a topographic map and have
 RF0129.an estimated accuracy of +/- 6 seconds.
 RF0129
 RF0129.The orthometric height was determined by differential leveling
 RF0129.and adjusted by the National Geodetic Survey in June 1991..
 RF0129
 RF0129.The geoid height was determined by GEOID03.
 RF0129
 RF0129.The dynamic height is computed by dividing the NAVD 88
 RF0129.geopotential number by the normal gravity value computed on the
 RF0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0129.degrees latitude (g = 980.6199 gals.).
 RF0129
 RF0129.The modeled gravity was interpolated from observed gravity values.
 RF0129
 RF0129;                    North         East    Units  Estimated Accuracy
 RF0129;SPC ME E     -   266,410.      322,050.      MT  (+/- 180 meters Scaled)
 RF0129
 RF0129                          SUPERSEDED SURVEY CONTROL
 RF0129
 RF0129  NGVD 29 (??/??/92)  172.552  (m)          566.11   (f) ADJ UNCH    2 0
 RF0129
 RF0129.Superseded values are not recommended for survey control.
 RF0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0129.See file dsdata.txt to determine how the superseded data were derived.
 RF0129
 RF0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM607014(NAD 83)
 RF0129_MARKER: DB = BENCH MARK DISK
 RF0129_SETTING: 66 = SET IN ROCK OUTCROP
 RF0129_SP_SET: ROCK CUT
 RF0129_STAMPING: P 139 1959
 RF0129_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0129+STABILITY: POSITION/ELEVATION WELL
 RF0129
 RF0129  HISTORY     - Date     Condition        Report By
 RF0129  HISTORY     - 1959     MONUMENTED       CGS
 RF0129
 RF0129                          STATION DESCRIPTION
 RF0129
 RF0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RF0129'2 MI SW FROM DYER BROOK.
 RF0129'2.0 MILES SOUTHWEST ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 RF0129'THE U.S. HIGHWAY 2 OVERPASS AT DYER BROOK, 13 3/4 RAILS EAST
 RF0129'OF A ROAD CROSSING, ON TOP OF A 3 FOOT HIGH ROCK CUT, 9.6 FEET
 RF0129'SOUTH OF SOUTH RAIL, 19 1/2 FEET NORTH OF A TELEPHONE POLE, 2
 RF0129'FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0701 ***********************************************************************
 PE0701  DESIGNATION -  P 14
 PE0701  PID         -  PE0701
 PE0701  STATE/COUNTY-  ME/SOMERSET
 PE0701  USGS QUAD   -  NEWPORT (1982)
 PE0701
 PE0701                         *CURRENT SURVEY CONTROL
 PE0701  ___________________________________________________________________
 PE0701* NAD 83(1986)-  44 46 53.     (N)    069 22 26.     (W)     SCALED    
 PE0701* NAVD 88     -        65.153  (meters)     213.76   (feet)  ADJUSTED  
 PE0701  ___________________________________________________________________
 PE0701  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 PE0701  DYNAMIC HT  -          65.150 (meters)     213.75  (feet)  COMP
 PE0701  MODELED GRAV-     980,571.9   (mgal)                       NAVD 88
 PE0701  OBS GRAVITY -     980,573.7   (mgal)                       GRAV_OBS
 PE0701
 PE0701  VERT ORDER  -  FIRST     CLASS I
 PE0701
 PE0701.The horizontal coordinates were scaled from a topographic map and have
 PE0701.an estimated accuracy of +/- 6 seconds.
 PE0701
 PE0701.The orthometric height was determined by differential leveling
 PE0701.and adjusted by the National Geodetic Survey in June 1991..
 PE0701.WARNING-Repeat measurements at this control monument indicate possible
 PE0701.vertical movement.
 PE0701
 PE0701.The geoid height was determined by GEOID03.
 PE0701
 PE0701.The dynamic height is computed by dividing the NAVD 88
 PE0701.geopotential number by the normal gravity value computed on the
 PE0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0701.degrees latitude (g = 980.6199 gals.).
 PE0701
 PE0701.The modeled gravity was interpolated from observed gravity values.
 PE0701.The observed gravity was obtained from relative gravimeter ties
 PE0701.to the IGSN71 gravity network.
 PE0701
 PE0701;                    North         East    Units  Estimated Accuracy
 PE0701;SPC ME W     -   216,740.      962,740.      MT  (+/- 180 meters Scaled)
 PE0701
 PE0701                          SUPERSEDED SURVEY CONTROL
 PE0701
 PE0701  NGVD 29 (??/??/92)   65.367  (m)          214.46   (f) ADJ UNCH    1 1
 PE0701
 PE0701.Superseded values are not recommended for survey control.
 PE0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0701.See file dsdata.txt to determine how the superseded data were derived.
 PE0701
 PE0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK704587(NAD 83)
 PE0701_MARKER: DB = BENCH MARK DISK
 PE0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0701_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0701_STAMPING: P 14 1927 214.258
 PE0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0701+STABILITY: SURFACE MOTION
 PE0701
 PE0701  HISTORY     - Date     Condition        Report By
 PE0701  HISTORY     - 1927     MONUMENTED       CGS
 PE0701  HISTORY     - 1966     GOOD             NGS
 PE0701  HISTORY     - 1978     GOOD             DOD
 PE0701  HISTORY     - 1989     GOOD             USPSQD
 PE0701
 PE0701                          STATION DESCRIPTION
 PE0701
 PE0701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0701'AT PITTSFIELD.
 PE0701'AT PITTSFIELD, ABOUT 0.5 MILE EAST ALONG THE MAINE CENTRAL RAILROAD
 PE0701'FROM THE STATION, ABOUT 0.1 MILE WEST OF MILEPOST P102/V148, 108
 PE0701'FEET NORTHWEST OF THE CENTER OF THE CROSSING OF A BLACK TOPPED
 PE0701'ROAD, 45.7 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 43 1/2
 PE0701'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 7 FEET SOUTH OF
 PE0701'A 24-INCH MAPLE TREE, ABOUT LEVEL WITH THE TRACK AND SET IN THE
 PE0701'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.  NOTE-- THE ELEVATION
 PE0701'OF THIS MARK MAY HAVE BEEN EFFECTED BY FROST ACTION.
 PE0701
 PE0701                          STATION RECOVERY (1978)
 PE0701
 PE0701'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE0701'RECOVERED IN GOOD CONDITION.
 PE0701
 PE0701                          STATION RECOVERY (1989)
 PE0701
 PE0701'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELG)
 PE0701'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0271 ***********************************************************************
 PE0271  DESIGNATION -  P 144
 PE0271  PID         -  PE0271
 PE0271  STATE/COUNTY-  ME/HANCOCK
 PE0271  USGS QUAD   -  SALSBURY COVE (1981)
 PE0271
 PE0271                         *CURRENT SURVEY CONTROL
 PE0271  ___________________________________________________________________
 PE0271* NAD 83(1986)-  44 22 56.     (N)    068 19 52.     (W)     SCALED    
 PE0271* NAVD 88     -        17.767  (meters)      58.29   (feet)  ADJUSTED  
 PE0271  ___________________________________________________________________
 PE0271  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 PE0271  DYNAMIC HT  -          17.766 (meters)      58.29  (feet)  COMP
 PE0271  MODELED GRAV-     980,563.2   (mgal)                       NAVD 88
 PE0271
 PE0271  VERT ORDER  -  SECOND    CLASS 0
 PE0271
 PE0271.The horizontal coordinates were scaled from a topographic map and have
 PE0271.an estimated accuracy of +/- 6 seconds.
 PE0271
 PE0271.The orthometric height was determined by differential leveling
 PE0271.and adjusted by the National Geodetic Survey in June 1991..
 PE0271
 PE0271.The geoid height was determined by GEOID03.
 PE0271
 PE0271.The dynamic height is computed by dividing the NAVD 88
 PE0271.geopotential number by the normal gravity value computed on the
 PE0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0271.degrees latitude (g = 980.6199 gals.).
 PE0271
 PE0271.The modeled gravity was interpolated from observed gravity values.
 PE0271
 PE0271;                    North         East    Units  Estimated Accuracy
 PE0271;SPC ME E     -    79,510.      313,460.      MT  (+/- 180 meters Scaled)
 PE0271
 PE0271                          SUPERSEDED SURVEY CONTROL
 PE0271
 PE0271  NGVD 29 (??/??/92)   17.959  (m)           58.92   (f) ADJ UNCH    2 0
 PE0271
 PE0271.Superseded values are not recommended for survey control.
 PE0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0271.See file dsdata.txt to determine how the superseded data were derived.
 PE0271
 PE0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK532145(NAD 83)
 PE0271_MARKER: DB = BENCH MARK DISK
 PE0271_SETTING: 66 = SET IN ROCK OUTCROP
 PE0271_SP_SET: BEDROCK
 PE0271_STAMPING: P 144 1962
 PE0271_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0271+STABILITY: POSITION/ELEVATION WELL
 PE0271
 PE0271  HISTORY     - Date     Condition        Report By
 PE0271  HISTORY     - 1962     MONUMENTED       CGS
 PE0271
 PE0271                          STATION DESCRIPTION
 PE0271
 PE0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PE0271'1 MI S FROM TOWN HILL.
 PE0271'0.95 MILE SOUTH ON STATE HIGHWAYS 102 AND 198 FROM THE FIRE
 PE0271'HOUSE AT TOWN HILL OR 1.25 MILE NORTH ON STATE HIGHWAY 102
 PE0271'FROM THE GRADE SCHOOL IN SOMESVILLE, 59 FEET WEST AND ACROSS
 PE0271'THE ROAD FROM POWER LINE POLE NO. 29-6, 40.5 FEET NORTH OF
 PE0271'CABLE LINE POLE NO. 233-366 AND 4 FEET ABOVE THE LEVEL OF THE
 PE0271'ROAD.  SET IN A DRILL HOLE IN THE TOP OF A BEDROCK WHICH IS
 PE0271'LOCATED 29.9 FEET WEST OF THE CENTER LINE OF HIGHWAYS 102 AND
 PE0271'198.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0322 ***********************************************************************
 PE0322  DESIGNATION -  P 145
 PE0322  PID         -  PE0322
 PE0322  STATE/COUNTY-  ME/HANCOCK
 PE0322  USGS QUAD   -  SOUTHWEST HARBOR (1983)
 PE0322
 PE0322                         *CURRENT SURVEY CONTROL
 PE0322  ___________________________________________________________________
 PE0322* NAD 83(1986)-  44 21 15.     (N)    068 21 55.     (W)     SCALED    
 PE0322* NAVD 88     -        31.485  (meters)     103.30   (feet)  ADJUSTED  
 PE0322  ___________________________________________________________________
 PE0322  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 PE0322  DYNAMIC HT  -          31.483 (meters)     103.29  (feet)  COMP
 PE0322  MODELED GRAV-     980,564.0   (mgal)                       NAVD 88
 PE0322
 PE0322  VERT ORDER  -  SECOND    CLASS 0
 PE0322
 PE0322.The horizontal coordinates were scaled from a topographic map and have
 PE0322.an estimated accuracy of +/- 6 seconds.
 PE0322
 PE0322.The orthometric height was determined by differential leveling
 PE0322.and adjusted by the National Geodetic Survey in June 1991..
 PE0322
 PE0322.The geoid height was determined by GEOID03.
 PE0322
 PE0322.The dynamic height is computed by dividing the NAVD 88
 PE0322.geopotential number by the normal gravity value computed on the
 PE0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0322.degrees latitude (g = 980.6199 gals.).
 PE0322
 PE0322.The modeled gravity was interpolated from observed gravity values.
 PE0322
 PE0322;                    North         East    Units  Estimated Accuracy
 PE0322;SPC ME E     -    76,390.      310,740.      MT  (+/- 180 meters Scaled)
 PE0322
 PE0322                          SUPERSEDED SURVEY CONTROL
 PE0322
 PE0322  NGVD 29 (??/??/92)   31.677  (m)          103.93   (f) ADJ UNCH    2 0
 PE0322
 PE0322.Superseded values are not recommended for survey control.
 PE0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0322.See file dsdata.txt to determine how the superseded data were derived.
 PE0322
 PE0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK505114(NAD 83)
 PE0322_MARKER: DB = BENCH MARK DISK
 PE0322_SETTING: 80 = SET IN A BOULDER
 PE0322_SP_SET: BOULDER
 PE0322_STAMPING: P 145 1962
 PE0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0322+STABILITY: SURFACE MOTION
 PE0322
 PE0322  HISTORY     - Date     Condition        Report By
 PE0322  HISTORY     - 1962     MONUMENTED       CGS
 PE0322  HISTORY     - 1987     GOOD             USPSQD
 PE0322
 PE0322                          STATION DESCRIPTION
 PE0322
 PE0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PE0322'2.2 MI SW FROM SOMESVILLE.
 PE0322'2.2 MILES SOUTHWEST ON STATE HIGHWAY 102 FROM THE GRADE SCHOOL AT
 PE0322'SOMESVILLE.  SET IN A DRILL HOLE AT THE TOP AND AT THE EAST END
 PE0322'OF A 6 BY 4 FOOT BOULDER PROJECTING 5 FEET.  150 FEET EAST OF THE
 PE0322'CENTER OF A DIRT ROAD LEADING TO GLENMERRY LODGE, 48 FEET SOUTH
 PE0322'OF THE CENTER LINE OF HIGHWAY 102 AND 8 FEET ABOVE THE HIGHWAY.
 PE0322
 PE0322                          STATION RECOVERY (1987)
 PE0322
 PE0322'RECOVERY NOTE BY US POWER SQUADRON 1987 (ELG)
 PE0322'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0341 ***********************************************************************
 PE0341  DESIGNATION -  P 146
 PE0341  PID         -  PE0341
 PE0341  STATE/COUNTY-  ME/HANCOCK
 PE0341  USGS QUAD   -  BLUE HILL (1981)
 PE0341
 PE0341                         *CURRENT SURVEY CONTROL
 PE0341  ___________________________________________________________________
 PE0341* NAD 83(1986)-  44 24 52.     (N)    068 34 13.     (W)     SCALED    
 PE0341* NAVD 88     -         5.182  (meters)      17.00   (feet)  ADJUSTED  
 PE0341  ___________________________________________________________________
 PE0341  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 PE0341  DYNAMIC HT  -           5.181 (meters)      17.00  (feet)  COMP
 PE0341  MODELED GRAV-     980,541.6   (mgal)                       NAVD 88
 PE0341
 PE0341  VERT ORDER  -  SECOND    CLASS 0
 PE0341
 PE0341.The horizontal coordinates were scaled from a topographic map and have
 PE0341.an estimated accuracy of +/- 6 seconds.
 PE0341
 PE0341.The orthometric height was determined by differential leveling
 PE0341.and adjusted by the National Geodetic Survey in June 1991..
 PE0341
 PE0341.The geoid height was determined by GEOID03.
 PE0341
 PE0341.The dynamic height is computed by dividing the NAVD 88
 PE0341.geopotential number by the normal gravity value computed on the
 PE0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0341.degrees latitude (g = 980.6199 gals.).
 PE0341
 PE0341.The modeled gravity was interpolated from observed gravity values.
 PE0341
 PE0341;                    North         East    Units  Estimated Accuracy
 PE0341;SPC ME E     -    83,080.      294,400.      MT  (+/- 180 meters Scaled)
 PE0341
 PE0341                          SUPERSEDED SURVEY CONTROL
 PE0341
 PE0341  NGVD 29 (??/??/92)    5.370  (m)           17.62   (f) ADJ UNCH    2 0
 PE0341
 PE0341.Superseded values are not recommended for survey control.
 PE0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0341.See file dsdata.txt to determine how the superseded data were derived.
 PE0341
 PE0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK342179(NAD 83)
 PE0341_MARKER: DB = BENCH MARK DISK
 PE0341_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE0341_SP_SET: BRIDGE
 PE0341_STAMPING: P 146 1962
 PE0341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0341
 PE0341  HISTORY     - Date     Condition        Report By
 PE0341  HISTORY     - 1962     MONUMENTED       CGS
 PE0341  HISTORY     - 1988     GOOD             USPSQD
 PE0341  HISTORY     - 1989     GOOD             USPSQD
 PE0341
 PE0341                          STATION DESCRIPTION
 PE0341
 PE0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PE0341'0.8 MI E FROM BLUE HILL.
 PE0341'ABOUT 0.2 MILE NORTHEAST ALONG STATE HIGHWAY 172 FROM THE POST
 PE0341'OFFICE AT BLUE HILL, THENCE 0.65 MILE EAST ALONG STATE HIGHWAY
 PE0341'176, SET ON TOP OF THE NORTHEAST CONCRETE WING WALL AND NEAR
 PE0341'THE NORTHWEST END OF THE BRIDGE OVER PETERS BROOK, 13 FEET
 PE0341'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY AND 1 FOOT ABOVE THE
 PE0341'LEVEL OF THE HIGHWAY.
 PE0341
 PE0341                          STATION RECOVERY (1988)
 PE0341
 PE0341'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE0341'RECOVERED IN GOOD CONDITION.
 PE0341
 PE0341                          STATION RECOVERY (1989)
 PE0341
 PE0341'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELG)
 PE0341'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0246 ***********************************************************************
 PD0246  DESIGNATION -  P 147
 PD0246  PID         -  PD0246
 PD0246  STATE/COUNTY-  ME/WASHINGTON
 PD0246  USGS QUAD   -  PETIT MANAN POINT (1977)
 PD0246
 PD0246                         *CURRENT SURVEY CONTROL
 PD0246  ___________________________________________________________________
 PD0246* NAD 83(1986)-  44 28 48.     (N)    067 56 09.     (W)     SCALED    
 PD0246* NAVD 88     -         4.859  (meters)      15.94   (feet)  ADJUSTED  
 PD0246  ___________________________________________________________________
 PD0246  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 PD0246  DYNAMIC HT  -           4.858 (meters)      15.94  (feet)  COMP
 PD0246  MODELED GRAV-     980,567.8   (mgal)                       NAVD 88
 PD0246
 PD0246  VERT ORDER  -  SECOND    CLASS 0
 PD0246
 PD0246.The horizontal coordinates were scaled from a topographic map and have
 PD0246.an estimated accuracy of +/- 6 seconds.
 PD0246
 PD0246.The orthometric height was determined by differential leveling
 PD0246.and adjusted by the National Geodetic Survey in June 1991..
 PD0246
 PD0246.The geoid height was determined by GEOID03.
 PD0246
 PD0246.The dynamic height is computed by dividing the NAVD 88
 PD0246.geopotential number by the normal gravity value computed on the
 PD0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0246.degrees latitude (g = 980.6199 gals.).
 PD0246
 PD0246.The modeled gravity was interpolated from observed gravity values.
 PD0246
 PD0246;                    North         East    Units  Estimated Accuracy
 PD0246;SPC ME E     -    90,520.      344,880.      MT  (+/- 180 meters Scaled)
 PD0246
 PD0246                          SUPERSEDED SURVEY CONTROL
 PD0246
 PD0246  NGVD 29 (??/??/92)    5.058  (m)           16.59   (f) ADJ UNCH    2 0
 PD0246
 PD0246.Superseded values are not recommended for survey control.
 PD0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0246.See file dsdata.txt to determine how the superseded data were derived.
 PD0246
 PD0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK846257(NAD 83)
 PD0246_MARKER: DB = BENCH MARK DISK
 PD0246_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PD0246_SP_SET: BRIDGE
 PD0246_STAMPING: P 147 1962
 PD0246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PD0246
 PD0246  HISTORY     - Date     Condition        Report By
 PD0246  HISTORY     - 1962     MONUMENTED       CGS
 PD0246  HISTORY     - 20020914 GOOD             USPSQD
 PD0246
 PD0246                          STATION DESCRIPTION
 PD0246
 PD0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PD0246'4.2 MI SE FROM STEUBEN.
 PD0246'ABOUT 2.0 MILES EAST ALONG U.S. HIGHWAY 1 FROM THE TOWN PARK AT
 PD0246'STEUBEN, THENCE 2.15 MILES SOUTH ALONG A BLACK TOP ROAD, SET
 PD0246'ON THE TOP OF THE SOUTHWEST CONCRETE WINGWALL AND AT THE
 PD0246'NORTHWEST END OF A NEW CONCRETE BRIDGE OVER A STREAM RUNNING INTO
 PD0246'DYER HARBOR, 13 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD AND
 PD0246'ABOUT LEVEL WITH THE BRIDGE FLOOR.
 PD0246
 PD0246                          STATION RECOVERY (2002)
 PD0246
 PD0246'RECOVERY NOTE BY US POWER SQUADRON 2002 (SWL)
 PD0246'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0472 ***********************************************************************
 PD0472  DESIGNATION -  P 148
 PD0472  PID         -  PD0472
 PD0472  STATE/COUNTY-  ME/WASHINGTON
 PD0472  USGS QUAD   -  COLUMBIA FALLS (1977)
 PD0472
 PD0472                         *CURRENT SURVEY CONTROL
 PD0472  ___________________________________________________________________
 PD0472* NAD 83(1986)-  44 39 46.     (N)    067 37 51.     (W)     SCALED    
 PD0472* NAVD 88     -        34.882  (meters)     114.44   (feet)  ADJUSTED  
 PD0472  ___________________________________________________________________
 PD0472  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 PD0472  DYNAMIC HT  -          34.880 (meters)     114.44  (feet)  COMP
 PD0472  MODELED GRAV-     980,576.9   (mgal)                       NAVD 88
 PD0472
 PD0472  VERT ORDER  -  SECOND    CLASS 0
 PD0472
 PD0472.The horizontal coordinates were scaled from a topographic map and have
 PD0472.an estimated accuracy of +/- 6 seconds.
 PD0472
 PD0472.The orthometric height was determined by differential leveling
 PD0472.and adjusted by the National Geodetic Survey in June 1991..
 PD0472
 PD0472.The geoid height was determined by GEOID03.
 PD0472
 PD0472.The dynamic height is computed by dividing the NAVD 88
 PD0472.geopotential number by the normal gravity value computed on the
 PD0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0472.degrees latitude (g = 980.6199 gals.).
 PD0472
 PD0472.The modeled gravity was interpolated from observed gravity values.
 PD0472
 PD0472;                    North         East    Units  Estimated Accuracy
 PD0472;SPC ME E     -   111,040.      368,930.      MT  (+/- 180 meters Scaled)
 PD0472
 PD0472                          SUPERSEDED SURVEY CONTROL
 PD0472
 PD0472  NGVD 29 (??/??/92)   35.092  (m)          115.13   (f) ADJ UNCH    2 0
 PD0472
 PD0472.Superseded values are not recommended for survey control.
 PD0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0472.See file dsdata.txt to determine how the superseded data were derived.
 PD0472
 PD0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK085464(NAD 83)
 PD0472_MARKER: DB = BENCH MARK DISK
 PD0472_SETTING: 80 = SET IN A BOULDER
 PD0472_SP_SET: BOULDER
 PD0472_STAMPING: P 148 1962
 PD0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0472+STABILITY: SURFACE MOTION
 PD0472
 PD0472  HISTORY     - Date     Condition        Report By
 PD0472  HISTORY     - 1962     MONUMENTED       CGS
 PD0472  HISTORY     - 1966     GOOD             NGS
 PD0472
 PD0472                          STATION DESCRIPTION
 PD0472
 PD0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PD0472'0.9 MI SE FROM JONESBORO.
 PD0472'0.9 MILE SOUTHEAST ALONG A BLACK TOP ROAD FROM THE MAINE CENTRAL
 PD0472'RAILROAD STATION AT JONESBORO (STATION), SET ON THE TOP OF A
 PD0472'3-BY-4-FOOT ROUND BURIED BOULDER PROJECTING 1 FOOT ABOVE THE LEVEL
 PD0472'OF THE GROUND, JUST SOUTHEAST OF THE JONESBORO CITY DUMP, 180 FEET
 PD0472'NORTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT 1.1 MILES WEST OF
 PD0472'A CONCRETE BRIDGE OVER CHANDLER RIVER, AND ABOUT 15 FEET ABOVE THE
 PD0472'LEVEL OF THE ROAD.
 PD0472
 PD0472                          STATION RECOVERY (1966)
 PD0472
 PD0472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 PD0472'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0224 ***********************************************************************
 PD0224  DESIGNATION -  P 149
 PD0224  PID         -  PD0224
 PD0224  STATE/COUNTY-  ME/WASHINGTON
 PD0224  USGS QUAD   -  MACHIAS (1977)
 PD0224
 PD0224                         *CURRENT SURVEY CONTROL
 PD0224  ___________________________________________________________________
 PD0224* NAD 83(1986)-  44 42 34.     (N)    067 27 32.     (W)     SCALED    
 PD0224* NAVD 88     -        32.390  (meters)     106.27   (feet)  ADJUSTED  
 PD0224  ___________________________________________________________________
 PD0224  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 PD0224  DYNAMIC HT  -          32.389 (meters)     106.26  (feet)  COMP
 PD0224  MODELED GRAV-     980,592.3   (mgal)                       NAVD 88
 PD0224
 PD0224  VERT ORDER  -  FIRST     CLASS I
 PD0224
 PD0224.The horizontal coordinates were scaled from a topographic map and have
 PD0224.an estimated accuracy of +/- 6 seconds.
 PD0224
 PD0224.The orthometric height was determined by differential leveling
 PD0224.and adjusted by the National Geodetic Survey in June 1991..
 PD0224
 PD0224.The geoid height was determined by GEOID03.
 PD0224
 PD0224.The dynamic height is computed by dividing the NAVD 88
 PD0224.geopotential number by the normal gravity value computed on the
 PD0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0224.degrees latitude (g = 980.6199 gals.).
 PD0224
 PD0224.The modeled gravity was interpolated from observed gravity values.
 PD0224
 PD0224;                    North         East    Units  Estimated Accuracy
 PD0224;SPC ME E     -   116,390.      382,490.      MT  (+/- 180 meters Scaled)
 PD0224
 PD0224                          SUPERSEDED SURVEY CONTROL
 PD0224
 PD0224  NGVD 29 (??/??/92)   32.598  (m)          106.95   (f) ADJ UNCH    1 1
 PD0224
 PD0224.Superseded values are not recommended for survey control.
 PD0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0224.See file dsdata.txt to determine how the superseded data were derived.
 PD0224
 PD0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK220518(NAD 83)
 PD0224_MARKER: DB = BENCH MARK DISK
 PD0224_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PD0224_SP_SET: BUILDING
 PD0224_STAMPING: P 149 1962
 PD0224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PD0224
 PD0224  HISTORY     - Date     Condition        Report By
 PD0224  HISTORY     - 1962     MONUMENTED       CGS
 PD0224  HISTORY     - 1966     GOOD             NGS
 PD0224  HISTORY     - 1973     GOOD             MEDT
 PD0224
 PD0224                          STATION DESCRIPTION
 PD0224
 PD0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PD0224'AT MACHIAS.
 PD0224'AT MACHIAS, AT WASHINGTON STATE MEMORIAL COLLEGE, SET VERTICALLY
 PD0224'IN THE WEST FACE AND NEAR THE NORTHWEST CORNER OF THE POWERS HALL
 PD0224'BUILDING, 165 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 1, 2
 PD0224'FEET SOUTH OF THE NORTHWEST CORNER OF THE BUILDING AND 3.5
 PD0224'FEET ABOVE THE LEVEL OF THE GROUND.
 PD0224
 PD0224                          STATION RECOVERY (1966)
 PD0224
 PD0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 PD0224'RECOVERED IN GOOD CONDITION.
 PD0224
 PD0224                          STATION RECOVERY (1973)
 PD0224
 PD0224'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1973
 PD0224'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0126 ***********************************************************************
 PF0126  DESIGNATION -  P 15
 PF0126  PID         -  PF0126
 PF0126  STATE/COUNTY-  ME/KENNEBEC
 PF0126  USGS QUAD   -  MONMOUTH (1979)
 PF0126
 PF0126                         *CURRENT SURVEY CONTROL
 PF0126  ___________________________________________________________________
 PF0126* NAD 83(1986)-  44 14 20.     (N)    070 02 08.     (W)     SCALED    
 PF0126* NAVD 88     -        82.833  (meters)     271.76   (feet)  ADJUSTED  
 PF0126  ___________________________________________________________________
 PF0126  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 PF0126  DYNAMIC HT  -          82.824 (meters)     271.73  (feet)  COMP
 PF0126  MODELED GRAV-     980,519.7   (mgal)                       NAVD 88
 PF0126
 PF0126  VERT ORDER  -  FIRST     CLASS I
 PF0126
 PF0126.The horizontal coordinates were scaled from a topographic map and have
 PF0126.an estimated accuracy of +/- 6 seconds.
 PF0126
 PF0126.The orthometric height was determined by differential leveling
 PF0126.and adjusted by the National Geodetic Survey in June 1991..
 PF0126
 PF0126.The geoid height was determined by GEOID03.
 PF0126
 PF0126.The dynamic height is computed by dividing the NAVD 88
 PF0126.geopotential number by the normal gravity value computed on the
 PF0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0126.degrees latitude (g = 980.6199 gals.).
 PF0126
 PF0126.The modeled gravity was interpolated from observed gravity values.
 PF0126
 PF0126;                    North         East    Units  Estimated Accuracy
 PF0126;SPC ME W     -   156,170.      910,470.      MT  (+/- 180 meters Scaled)
 PF0126
 PF0126                          SUPERSEDED SURVEY CONTROL
 PF0126
 PF0126  NGVD 29 (??/??/92)   83.020  (m)          272.37   (f) ADJ UNCH    1 1
 PF0126
 PF0126.Superseded values are not recommended for survey control.
 PF0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0126.See file dsdata.txt to determine how the superseded data were derived.
 PF0126
 PF0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ173989(NAD 83)
 PF0126_MARKER: DB = BENCH MARK DISK
 PF0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PF0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PF0126_STAMPING: P 15 1927 271.843
 PF0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0126+STABILITY: SURFACE MOTION
 PF0126
 PF0126  HISTORY     - Date     Condition        Report By
 PF0126  HISTORY     - 1927     MONUMENTED       CGS
 PF0126  HISTORY     - 1966     POOR             NGS
 PF0126
 PF0126                          STATION DESCRIPTION
 PF0126
 PF0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PF0126'AT MONMOUTH.
 PF0126'AT MONMOUTH, ALONG THE MAINE CENTRAL RAILROAD, NEAR THE CROSSING
 PF0126'OF STATE HIGHWAY 132, 93 YARDS EAST OF MILEPOST P 51/V203, 12.5
 PF0126'FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 1.5 FEET NORTHWEST
 PF0126'OF THE NORTHWEST CURB OF THE HIGHWAY, 12 1/2 FEET NORTHEAST OF
 PF0126'BRACE POLE 85/10, ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK AND
 PF0126'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.9 FOOT.  A NEW
 PF0126'MARK WAS ESTABLISHED 0.05 MILE EAST OF THIS MARK.  BM N 166 1966,
 PF0126'DESCRIBED.  NOTE-- THIS MARK IS LOOSE IN THE GROUND.  THE
 PF0126'ELEVATION SHOULD BE USED WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1067 ***********************************************************************
 PE1067  DESIGNATION -  P 150
 PE1067  PID         -  PE1067
 PE1067  STATE/COUNTY-  ME/KNOX
 PE1067  USGS QUAD   -  THOMASTON (1973)
 PE1067
 PE1067                         *CURRENT SURVEY CONTROL
 PE1067  ___________________________________________________________________
 PE1067* NAD 83(1986)-  44 04 37.     (N)    069 10 00.     (W)     SCALED    
 PE1067* NAVD 88     -        23.631  (meters)      77.53   (feet)  ADJUSTED  
 PE1067  ___________________________________________________________________
 PE1067  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 PE1067  DYNAMIC HT  -          23.629 (meters)      77.52  (feet)  COMP
 PE1067  MODELED GRAV-     980,523.5   (mgal)                       NAVD 88
 PE1067
 PE1067  VERT ORDER  -  SECOND    CLASS 0
 PE1067
 PE1067.The horizontal coordinates were scaled from a topographic map and have
 PE1067.an estimated accuracy of +/- 6 seconds.
 PE1067
 PE1067.The orthometric height was determined by differential leveling
 PE1067.and adjusted by the National Geodetic Survey in June 1991..
 PE1067
 PE1067.The geoid height was determined by GEOID03.
 PE1067
 PE1067.The dynamic height is computed by dividing the NAVD 88
 PE1067.geopotential number by the normal gravity value computed on the
 PE1067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1067.degrees latitude (g = 980.6199 gals.).
 PE1067
 PE1067.The modeled gravity was interpolated from observed gravity values.
 PE1067
 PE1067;                    North         East    Units  Estimated Accuracy
 PE1067;SPC ME E     -    45,800.      246,600.      MT  (+/- 180 meters Scaled)
 PE1067
 PE1067                          SUPERSEDED SURVEY CONTROL
 PE1067
 PE1067  NGVD 29 (??/??/92)   23.842  (m)           78.22   (f) ADJ UNCH    2 0
 PE1067
 PE1067.Superseded values are not recommended for survey control.
 PE1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1067.See file dsdata.txt to determine how the superseded data were derived.
 PE1067
 PE1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ866804(NAD 83)
 PE1067_MARKER: DB = BENCH MARK DISK
 PE1067_SETTING: 80 = SET IN A BOULDER
 PE1067_SP_SET: BOULDER
 PE1067_STAMPING: P 150 1962
 PE1067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1067+STABILITY: SURFACE MOTION
 PE1067
 PE1067  HISTORY     - Date     Condition        Report By
 PE1067  HISTORY     - 1962     MONUMENTED       CGS
 PE1067  HISTORY     - 19910511 GOOD             USPSQD
 PE1067  HISTORY     - 20011108 MARK NOT FOUND   USPSQD
 PE1067
 PE1067                          STATION DESCRIPTION
 PE1067
 PE1067'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PE1067'0.1 MI N FROM THOMASTON.
 PE1067'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 131 FROM THE CROSSING
 PE1067'OF THE MAINE CENTRAL RAILROAD, 0.45 MILE SOUTH ALONG STATE
 PE1067'HIGHWAY 131 FROM ITS JUNCTION WITH U.S. HIGHWAY 1 AT THOMASTON,
 PE1067'SET ON THE TOP OF A 3-BY-2-FOOT BURIED BOULDER FLUSH WITH THE
 PE1067'GROUND, 53 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 61
 PE1067'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A ONE-STORY FRAME
 PE1067'HOUSE (THE SECOND HOUSE NORTH OF THE RAILROAD CROSSING ON THE
 PE1067'WEST SIDE OF THE HIGHWAY), 10 1/2 FEET SOUTH OF THE CENTER LINE
 PE1067'OF A DRIVEWAY LEADING FROM THE HIGHWAY TO THE HOUSE, AND ABOUT
 PE1067'LEVEL WITH THE HIGHWAY SURFACE.  NOTE-- THIS MARK MAY BE REACHED
 PE1067'BY GOING 0.7 MILE EAST ALONG THE MAINE CENTRAL RAILROAD FROM
 PE1067'THE FORMER STATION (NOW OCCUPIED BY A FAMILY) TO THE CROSSING OF
 PE1067'STATE HIGHWAY 131, THENCE 0.1 MILE NORTH ALONG HIGHWAY TO MARK
 PE1067'ON LEFT.
 PE1067
 PE1067                          STATION RECOVERY (1991)
 PE1067
 PE1067'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 PE1067'RECOVERED IN GOOD CONDITION.
 PE1067
 PE1067                          STATION RECOVERY (2001)
 PE1067
 PE1067'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 PE1067'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1057 ***********************************************************************
 PE1057  DESIGNATION -  P 151
 PE1057  PID         -  PE1057
 PE1057  STATE/COUNTY-  ME/KNOX
 PE1057  USGS QUAD   -  ROCKLAND (1979)
 PE1057
 PE1057                         *CURRENT SURVEY CONTROL
 PE1057  ___________________________________________________________________
 PE1057* NAD 83(1986)-  44 05 12.     (N)    069 02 52.     (W)     SCALED    
 PE1057* NAVD 88     -         3.329  (meters)      10.92   (feet)  ADJUSTED  
 PE1057  ___________________________________________________________________
 PE1057  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 PE1057  DYNAMIC HT  -           3.329 (meters)      10.92  (feet)  COMP
 PE1057  MODELED GRAV-     980,534.0   (mgal)                       NAVD 88
 PE1057
 PE1057  VERT ORDER  -  SECOND    CLASS 0
 PE1057
 PE1057.The horizontal coordinates were scaled from a topographic map and have
 PE1057.an estimated accuracy of +/- 6 seconds.
 PE1057
 PE1057.The orthometric height was determined by differential leveling
 PE1057.and adjusted by the National Geodetic Survey in June 1991..
 PE1057
 PE1057.The geoid height was determined by GEOID03.
 PE1057
 PE1057.The dynamic height is computed by dividing the NAVD 88
 PE1057.geopotential number by the normal gravity value computed on the
 PE1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1057.degrees latitude (g = 980.6199 gals.).
 PE1057
 PE1057.The modeled gravity was interpolated from observed gravity values.
 PE1057
 PE1057;                    North         East    Units  Estimated Accuracy
 PE1057;SPC ME E     -    46,810.      256,130.      MT  (+/- 180 meters Scaled)
 PE1057
 PE1057                          SUPERSEDED SURVEY CONTROL
 PE1057
 PE1057  NGVD 29 (??/??/92)    3.540  (m)           11.61   (f) ADJ UNCH    2 0
 PE1057
 PE1057.Superseded values are not recommended for survey control.
 PE1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1057.See file dsdata.txt to determine how the superseded data were derived.
 PE1057
 PE1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ961815(NAD 83)
 PE1057_MARKER: DB = BENCH MARK DISK
 PE1057_SETTING: 66 = SET IN ROCK OUTCROP
 PE1057_SP_SET: ROCK LEDGE
 PE1057_STAMPING: P 151 1962
 PE1057_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1057+STABILITY: POSITION/ELEVATION WELL
 PE1057
 PE1057  HISTORY     - Date     Condition        Report By
 PE1057  HISTORY     - 1962     MONUMENTED       CGS
 PE1057  HISTORY     - 19910511 GOOD             USPSQD
 PE1057
 PE1057                          STATION DESCRIPTION
 PE1057
 PE1057'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PE1057'0.8 MI NE FROM OWLS HEAD.
 PE1057'ABOUT 0.7 MILE NORTHEAST ALONG A BLACK TOP ROAD FROM THE POST
 PE1057'OFFICE AND GENERAL STORE AT OWLS HEAD, THENCE 0.15 MILE SOUTH
 PE1057'ALONG A PRIVATE DRIVEWAY LEADING TO DODGE POINT, SET ON THE TOP
 PE1057'AND NEAR THE SOUTH END OF A LARGE SLOPING ROCK LEDGE AND ABOUT
 PE1057'3 FEET EAST OF THE DIRT BANK, 40 FEET EAST AND ACROSS THE
 PE1057'ROAD OR DRIVEWAY FROM THE 2 ND POWER LINE POLE NORTH OF DODGE
 PE1057'POINT, 30 FEET SOUTHEAST OF THE CENTER LINE OF A DRIVEWAY, 145
 PE1057'FEET NORTHEAST OF BENCH MARK Q 151 1962, 130 FEET NORTH OF THE
 PE1057'MOST NORTHERN HOUSE ON DODGE POINT AND 1 FOOT BELOW THE  LEVEL OF
 PE1057'THE ROAD.
 PE1057
 PE1057                          STATION RECOVERY (1991)
 PE1057
 PE1057'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 PE1057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1078 ***********************************************************************
 PE1078  DESIGNATION -  P 152
 PE1078  PID         -  PE1078
 PE1078  STATE/COUNTY-  ME/LINCOLN
 PE1078  USGS QUAD   -  WALDOBORO EAST (1988)
 PE1078
 PE1078                         *CURRENT SURVEY CONTROL
 PE1078  ___________________________________________________________________
 PE1078* NAD 83(1986)-  44 04 25.     (N)    069 22 11.     (W)     SCALED    
 PE1078* NAVD 88     -        57.021  (meters)     187.08   (feet)  ADJUSTED  
 PE1078  ___________________________________________________________________
 PE1078  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 PE1078  DYNAMIC HT  -          57.015 (meters)     187.06  (feet)  COMP
 PE1078  MODELED GRAV-     980,516.5   (mgal)                       NAVD 88
 PE1078
 PE1078  VERT ORDER  -  SECOND    CLASS 0
 PE1078
 PE1078.The horizontal coordinates were scaled from a topographic map and have
 PE1078.an estimated accuracy of +/- 6 seconds.
 PE1078
 PE1078.The orthometric height was determined by differential leveling
 PE1078.and adjusted by the National Geodetic Survey in June 1991..
 PE1078
 PE1078.The geoid height was determined by GEOID03.
 PE1078
 PE1078.The dynamic height is computed by dividing the NAVD 88
 PE1078.geopotential number by the normal gravity value computed on the
 PE1078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1078.degrees latitude (g = 980.6199 gals.).
 PE1078
 PE1078.The modeled gravity was interpolated from observed gravity values.
 PE1078
 PE1078;                    North         East    Units  Estimated Accuracy
 PE1078;SPC ME W     -   138,100.      963,840.      MT  (+/- 180 meters Scaled)
 PE1078
 PE1078                          SUPERSEDED SURVEY CONTROL
 PE1078
 PE1078  NGVD 29 (??/??/92)   57.230  (m)          187.76   (f) ADJ UNCH    2 0
 PE1078
 PE1078.Superseded values are not recommended for survey control.
 PE1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1078.See file dsdata.txt to determine how the superseded data were derived.
 PE1078
 PE1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ703801(NAD 83)
 PE1078_MARKER: DB = BENCH MARK DISK
 PE1078_SETTING: 66 = SET IN ROCK OUTCROP
 PE1078_SP_SET: BEDROCK
 PE1078_STAMPING: P 152 1962
 PE1078_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1078+STABILITY: POSITION/ELEVATION WELL
 PE1078
 PE1078  HISTORY     - Date     Condition        Report By
 PE1078  HISTORY     - 1962     MONUMENTED       CGS
 PE1078  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 PE1078
 PE1078                          STATION DESCRIPTION
 PE1078
 PE1078'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PE1078'1.9 MI SE FROM WALDOBORO.
 PE1078'ABOUT 1.9 MILES SOUTHEAST ALONG STATE HIGHWAY 220 FROM THE
 PE1078'POST OFFICE AT WALDOBORO, ABOUT 0.9 MILE SOUTHEAST OF THE
 PE1078'LARGE SYLVANIA BUILDING, SET ON THE TOP OF A 2-BY-2-FOOT EXPOSED
 PE1078'BEDROCK THAT IS ABOUT FLUSH WITH THE GROUND, 300 FEET
 PE1078'SOUTHEAST OF THE SUMMIT OF A SMALL HILL, 26.5 FEET SOUTHWEST
 PE1078'OF THE CENTER LINE OF THE HIGHWAY, 88 FEET NORTHWEST OF THE
 PE1078'NORTHWEST END OF A GUARD RAIL AND ABOUT 1 FOOT BELOW THE
 PE1078'LEVEL OF THE HIGHWAY.
 PE1078
 PE1078                          STATION RECOVERY (1990)
 PE1078
 PE1078'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMW)
 PE1078'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0086 ***********************************************************************
 OB0086  DESIGNATION -  P 153
 OB0086  PID         -  OB0086
 OB0086  STATE/COUNTY-  ME/LINCOLN
 OB0086  USGS QUAD   -  WESTPORT (1970)
 OB0086
 OB0086                         *CURRENT SURVEY CONTROL
 OB0086  ___________________________________________________________________
 OB0086* NAD 83(1986)-  43 59 58.     (N)    069 39 05.     (W)     SCALED    
 OB0086* NAVD 88     -         6.170  (meters)      20.24   (feet)  ADJUSTED  
 OB0086  ___________________________________________________________________
 OB0086  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 OB0086  DYNAMIC HT  -           6.170 (meters)      20.24  (feet)  COMP
 OB0086  MODELED GRAV-     980,522.4   (mgal)                       NAVD 88
 OB0086
 OB0086  VERT ORDER  -  SECOND    CLASS 0
 OB0086
 OB0086.The horizontal coordinates were scaled from a topographic map and have
 OB0086.an estimated accuracy of +/- 6 seconds.
 OB0086
 OB0086.The orthometric height was determined by differential leveling
 OB0086.and adjusted by the National Geodetic Survey in June 1991..
 OB0086
 OB0086.The geoid height was determined by GEOID03.
 OB0086
 OB0086.The dynamic height is computed by dividing the NAVD 88
 OB0086.geopotential number by the normal gravity value computed on the
 OB0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0086.degrees latitude (g = 980.6199 gals.).
 OB0086
 OB0086.The modeled gravity was interpolated from observed gravity values.
 OB0086
 OB0086;                    North         East    Units  Estimated Accuracy
 OB0086;SPC ME W     -   129,680.      941,330.      MT  (+/- 180 meters Scaled)
 OB0086
 OB0086                          SUPERSEDED SURVEY CONTROL
 OB0086
 OB0086  NGVD 29 (??/??/92)    6.385  (m)           20.95   (f) ADJ UNCH    2 0
 OB0086
 OB0086.Superseded values are not recommended for survey control.
 OB0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0086.See file dsdata.txt to determine how the superseded data were derived.
 OB0086
 OB0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ477720(NAD 83)
 OB0086_MARKER: DB = BENCH MARK DISK
 OB0086_SETTING: 66 = SET IN ROCK OUTCROP
 OB0086_SP_SET: OUTCROP
 OB0086_STAMPING: P 153 1963
 OB0086_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0086+STABILITY: POSITION/ELEVATION WELL
 OB0086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OB0086+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 OB0086
 OB0086  HISTORY     - Date     Condition        Report By
 OB0086  HISTORY     - 1963     MONUMENTED       CGS
 OB0086  HISTORY     - 1976     GOOD             MEDT
 OB0086  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 OB0086  HISTORY     - 19910427 GOOD             USPSQD
 OB0086  HISTORY     - 20040519 GOOD             USPSQD
 OB0086  HISTORY     - 20051031 GOOD             USPSQD
 OB0086
 OB0086                          STATION DESCRIPTION
 OB0086
 OB0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OB0086'0.75 MI E FROM WISCASSET.
 OB0086'ABOUT 0.75 MILE EAST ALONG U. S. HIGHWAY 1 FROM THE POST OFFICE AT
 OB0086'WISCASSET, SET ON THE TOP AND NEAR THE EAST CORNER OF A 15-BY-15 FOOT
 OB0086'OUTCROP PROJECTING 1 FOOT ABOVE THE LEVEL OF THE GROUND, 275.0 FEET
 OB0086'SOUTHEAST OF THE SOUTHEAST CORNER OF THE LARGE U. S. HIGHWAY 1 BRIDGE
 OB0086'OVER THE SHEEPSCOT RIVER, 90 FEET SOUTHWEST OF THE CENTER LINE OF THE
 OB0086'HIGHWAY, 53 FEET SOUTHEAST OF THE CENTER LINE OF AN ASPHALT ROAD, 15.2
 OB0086'FEET NORTHWEST OF POWER LINE POLE NO. 23 6 C 32, AND ABOUT 2 FEET
 OB0086'ABOVE THE LEVEL OF THE HIGHWAY.
 OB0086
 OB0086                          STATION RECOVERY (1976)
 OB0086
 OB0086'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1976
 OB0086'RECOVERED IN GOOD CONDITION.
 OB0086
 OB0086                          STATION RECOVERY (1990)
 OB0086
 OB0086'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMW)
 OB0086'MARK NOT FOUND.
 OB0086
 OB0086                          STATION RECOVERY (1991)
 OB0086
 OB0086'RECOVERY NOTE BY US POWER SQUADRON 1991 (RSL)
 OB0086'RECOVERED IN GOOD CONDITION.
 OB0086
 OB0086                          STATION RECOVERY (2004)
 OB0086
 OB0086'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMW)
 OB0086'THE OUTCROP IS MOSTLY COVERED WITH GRASS. THE METAL DETECTOR LOCATED
 OB0086'THE STATION. THE DESCRIPTION IS OTHERWISE CORRECT.
 OB0086
 OB0086                          STATION RECOVERY (2005)
 OB0086
 OB0086'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMW)
 OB0086'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1330 ***********************************************************************
 PE1330  DESIGNATION -  P 154
 PE1330  PID         -  PE1330
 PE1330  STATE/COUNTY-  ME/LINCOLN
 PE1330  USGS QUAD   -  DAMARISCOTTA (1979)
 PE1330
 PE1330                         *CURRENT SURVEY CONTROL
 PE1330  ___________________________________________________________________
 PE1330* NAD 83(1986)-  44 01 16.     (N)    069 31 37.     (W)     SCALED    
 PE1330* NAVD 88     -        38.512  (meters)     126.35   (feet)  ADJUSTED  
 PE1330  ___________________________________________________________________
 PE1330  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 PE1330  DYNAMIC HT  -          38.509 (meters)     126.34  (feet)  COMP
 PE1330  MODELED GRAV-     980,522.1   (mgal)                       NAVD 88
 PE1330
 PE1330  VERT ORDER  -  SECOND    CLASS 0
 PE1330
 PE1330.The horizontal coordinates were scaled from a topographic map and have
 PE1330.an estimated accuracy of +/- 6 seconds.
 PE1330
 PE1330.The orthometric height was determined by differential leveling
 PE1330.and adjusted by the National Geodetic Survey in June 1991..
 PE1330
 PE1330.The geoid height was determined by GEOID03.
 PE1330
 PE1330.The dynamic height is computed by dividing the NAVD 88
 PE1330.geopotential number by the normal gravity value computed on the
 PE1330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1330.degrees latitude (g = 980.6199 gals.).
 PE1330
 PE1330.The modeled gravity was interpolated from observed gravity values.
 PE1330
 PE1330;                    North         East    Units  Estimated Accuracy
 PE1330;SPC ME W     -   132,160.      951,290.      MT  (+/- 180 meters Scaled)
 PE1330
 PE1330                          SUPERSEDED SURVEY CONTROL
 PE1330
 PE1330  NGVD 29 (??/??/92)   38.720  (m)          127.03   (f) ADJ UNCH    2 0
 PE1330
 PE1330.Superseded values are not recommended for survey control.
 PE1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1330.See file dsdata.txt to determine how the superseded data were derived.
 PE1330
 PE1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ577743(NAD 83)
 PE1330_MARKER: DB = BENCH MARK DISK
 PE1330_SETTING: 66 = SET IN ROCK OUTCROP
 PE1330_SP_SET: BEDROCK
 PE1330_STAMPING: P 154 1963
 PE1330_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1330+STABILITY: POSITION/ELEVATION WELL
 PE1330
 PE1330  HISTORY     - Date     Condition        Report By
 PE1330  HISTORY     - 1963     MONUMENTED       CGS
 PE1330  HISTORY     - 19910504 GOOD             USPSQD
 PE1330  HISTORY     - 20020719 GOOD             USPSQD
 PE1330
 PE1330                          STATION DESCRIPTION
 PE1330
 PE1330'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PE1330'1 MI S FROM DAMARISCOTTA.
 PE1330'ABOUT 1.0 MILE SOUTH ALONG STATE HIGHWAYS 129 AND 130 FROM THE
 PE1330'SOUTH END OF THE BRIDGE OVER THE DAMARISCOTTA RIVER, AT THE
 PE1330'GLENN ESTATE, SET ON THE TOP OF A LARGE MASS OF EXPOSED BEDROCK
 PE1330'PROJECTING 1 FOOT ABOVE THE LEVEL OF THE GROUND, ABOUT 100
 PE1330'YARDS SOUTH OF THE GLENN ESTATE, ACROSS THE HIGHWAY FROM THE
 PE1330'LARGE GRIFFIN RESIDENCE, 161.0 FEET EAST OF THE CENTER LINE OF
 PE1330'THE HIGHWAY, 30.1 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 PE1330'LARGE RED BARN AND ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 PE1330
 PE1330                          STATION RECOVERY (1991)
 PE1330
 PE1330'RECOVERY NOTE BY US POWER SQUADRON 1991 (SS)
 PE1330'RECOVERED IN GOOD CONDITION.
 PE1330
 PE1330                          STATION RECOVERY (2002)
 PE1330
 PE1330'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAB)
 PE1330'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0027 ***********************************************************************
 OB0027  DESIGNATION -  P 155
 OB0027  PID         -  OB0027
 OB0027  STATE/COUNTY-  ME/LINCOLN
 OB0027  USGS QUAD   -  LOUDS ISLAND (1979)
 OB0027
 OB0027                         *CURRENT SURVEY CONTROL
 OB0027  ___________________________________________________________________
 OB0027* NAD 83(1986)-  43 59 46.     (N)    069 26 54.     (W)     SCALED    
 OB0027* NAVD 88     -        34.155  (meters)     112.06   (feet)  ADJUSTED  
 OB0027  ___________________________________________________________________
 OB0027  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 OB0027  DYNAMIC HT  -          34.152 (meters)     112.05  (feet)  COMP
 OB0027  MODELED GRAV-     980,521.3   (mgal)                       NAVD 88
 OB0027
 OB0027  VERT ORDER  -  SECOND    CLASS 0
 OB0027
 OB0027.The horizontal coordinates were scaled from a topographic map and have
 OB0027.an estimated accuracy of +/- 6 seconds.
 OB0027
 OB0027.The orthometric height was determined by differential leveling
 OB0027.and adjusted by the National Geodetic Survey in June 1991..
 OB0027
 OB0027.The geoid height was determined by GEOID03.
 OB0027
 OB0027.The dynamic height is computed by dividing the NAVD 88
 OB0027.geopotential number by the normal gravity value computed on the
 OB0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0027.degrees latitude (g = 980.6199 gals.).
 OB0027
 OB0027.The modeled gravity was interpolated from observed gravity values.
 OB0027
 OB0027;                    North         East    Units  Estimated Accuracy
 OB0027;SPC ME W     -   129,430.      957,620.      MT  (+/- 180 meters Scaled)
 OB0027
 OB0027                          SUPERSEDED SURVEY CONTROL
 OB0027
 OB0027  NGVD 29 (??/??/92)   34.364  (m)          112.74   (f) ADJ UNCH    2 0
 OB0027
 OB0027.Superseded values are not recommended for survey control.
 OB0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0027.See file dsdata.txt to determine how the superseded data were derived.
 OB0027
 OB0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ640715(NAD 83)
 OB0027_MARKER: DB = BENCH MARK DISK
 OB0027_SETTING: 66 = SET IN ROCK OUTCROP
 OB0027_SP_SET: BEDROCK
 OB0027_STAMPING: P 155 1963
 OB0027_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0027+STABILITY: POSITION/ELEVATION WELL
 OB0027
 OB0027  HISTORY     - Date     Condition        Report By
 OB0027  HISTORY     - 1963     MONUMENTED       CGS
 OB0027  HISTORY     - 19910504 MARK NOT FOUND   USPSQD
 OB0027
 OB0027                          STATION DESCRIPTION
 OB0027
 OB0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OB0027'3.95 MI N FROM ROUND POND.
 OB0027'ABOUT 3.95 MILES NORTH ALONG STATE HIGHWAY 32 FROM THE METHODIST
 OB0027'CHURCH AT ROUND POND, SET ON THE TOP AND AT ABOUT THE HIGHEST PART OF
 OB0027'A LARGE MASS OF EXPOSED BEDROCK, NEAR THE JUNCTION OF A BLACK TOP ROAD
 OB0027'LEADING NORTHWESTERLY TO DAMARISCOTTA, 33.5 FEET NORTHWEST OF THE
 OB0027'CENTER LINE OF THE HIGHWAY, 165 FEET NORTHEAST OF THE APPROXIMATE
 OB0027'CENTER OF THE JUNCTION OF THE HIGHWAY AND ROAD NORTHWEST, 63 FEET
 OB0027'NORTHEAST OF THE EAST CORNER OF A BARN, 17.5 FEET NORTH OF A 10-INCH
 OB0027'HICKORY TREE, 8 1/2 FEET NORTH OF THE SOUTH END OF THE EXPOSED PART OF
 OB0027'THE BEDROCK, AND 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 OB0027
 OB0027                          STATION RECOVERY (1991)
 OB0027
 OB0027'RECOVERY NOTE BY US POWER SQUADRON 1991 (SS)
 OB0027'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0136 ***********************************************************************
 OB0136  DESIGNATION -  P 156
 OB0136  PID         -  OB0136
 OB0136  STATE/COUNTY-  ME/SAGADAHOC
 OB0136  USGS QUAD   -  BATH (1980)
 OB0136
 OB0136                         *CURRENT SURVEY CONTROL
 OB0136  ___________________________________________________________________
 OB0136* NAD 83(1986)-  43 54 40.     (N)    069 48 07.     (W)     SCALED    
 OB0136* NAVD 88     -        19.646  (meters)      64.46   (feet)  ADJUSTED  
 OB0136  ___________________________________________________________________
 OB0136  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 OB0136  DYNAMIC HT  -          19.645 (meters)      64.45  (feet)  COMP
 OB0136  MODELED GRAV-     980,524.6   (mgal)                       NAVD 88
 OB0136
 OB0136  VERT ORDER  -  SECOND    CLASS 0
 OB0136
 OB0136.The horizontal coordinates were scaled from a topographic map and have
 OB0136.an estimated accuracy of +/- 6 seconds.
 OB0136
 OB0136.The orthometric height was determined by differential leveling
 OB0136.and adjusted by the National Geodetic Survey in June 1991..
 OB0136
 OB0136.The geoid height was determined by GEOID03.
 OB0136
 OB0136.The dynamic height is computed by dividing the NAVD 88
 OB0136.geopotential number by the normal gravity value computed on the
 OB0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0136.degrees latitude (g = 980.6199 gals.).
 OB0136
 OB0136.The modeled gravity was interpolated from observed gravity values.
 OB0136
 OB0136;                    North         East    Units  Estimated Accuracy
 OB0136;SPC ME W     -   119,800.      929,300.      MT  (+/- 180 meters Scaled)
 OB0136
 OB0136                          SUPERSEDED SURVEY CONTROL
 OB0136
 OB0136  NGVD 29 (??/??/92)   19.853  (m)           65.13   (f) ADJ UNCH    2 0
 OB0136
 OB0136.Superseded values are not recommended for survey control.
 OB0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0136.See file dsdata.txt to determine how the superseded data were derived.
 OB0136
 OB0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ356623(NAD 83)
 OB0136_MARKER: DB = BENCH MARK DISK
 OB0136_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OB0136_SP_SET: ABUTMENT
 OB0136_STAMPING: P 156 1963
 OB0136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OB0136_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OB0136+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2004
 OB0136
 OB0136  HISTORY     - Date     Condition        Report By
 OB0136  HISTORY     - 1963     MONUMENTED       CGS
 OB0136  HISTORY     - 1977     GOOD             LOCENG
 OB0136  HISTORY     - 19910412 GOOD             USPSQD
 OB0136  HISTORY     - 20040507 GOOD             USPSQD
 OB0136
 OB0136                          STATION DESCRIPTION
 OB0136
 OB0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OB0136'IN WOOLWICH.
 OB0136'AT WOOLWICH, ALONG STATE HIGHWAY 127, SET ON THE TOP OF THE NORTHWEST
 OB0136'END OF THE SOUTHWEST CONCRETE ABUTMENT OF THE STATE HIGHWAY 127
 OB0136'OVERPASS OVER THE MAINE CENTRAL RAILROAD, 15.5 FEET NORTHWEST OF THE
 OB0136'CENTER LINE OF THE HIGHWAY AND 1 FOOT ABOVE THE LEVEL OF THE BRIDGE
 OB0136'FLOOR.
 OB0136
 OB0136                          STATION RECOVERY (1977)
 OB0136
 OB0136'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 OB0136'RECOVERED IN GOOD CONDITION.
 OB0136
 OB0136                          STATION RECOVERY (1991)
 OB0136
 OB0136'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OB0136'RECOVERED IN GOOD CONDITION.
 OB0136
 OB0136                          STATION RECOVERY (2004)
 OB0136
 OB0136'RECOVERY NOTE BY US POWER SQUADRON 2004 (PHM)
 OB0136'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0351 ***********************************************************************
 OC0351  DESIGNATION -  P 157
 OC0351  PID         -  OC0351
 OC0351  STATE/COUNTY-  ME/YORK
 OC0351  USGS QUAD   -  NORTH BERWICK (1973)
 OC0351
 OC0351                         *CURRENT SURVEY CONTROL
 OC0351  ___________________________________________________________________
 OC0351* NAD 83(1986)-  43 18 14.     (N)    070 44 22.     (W)     SCALED    
 OC0351* NAVD 88     -        32.874  (meters)     107.85   (feet)  ADJUSTED  
 OC0351  ___________________________________________________________________
 OC0351  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 OC0351  DYNAMIC HT  -          32.868 (meters)     107.83  (feet)  COMP
 OC0351  MODELED GRAV-     980,451.1   (mgal)                       NAVD 88
 OC0351
 OC0351  VERT ORDER  -  FIRST     CLASS I
 OC0351
 OC0351.The horizontal coordinates were scaled from a topographic map and have
 OC0351.an estimated accuracy of +/- 6 seconds.
 OC0351
 OC0351.The orthometric height was determined by differential leveling
 OC0351.and adjusted by the National Geodetic Survey in June 1991..
 OC0351
 OC0351.The geoid height was determined by GEOID03.
 OC0351
 OC0351.The dynamic height is computed by dividing the NAVD 88
 OC0351.geopotential number by the normal gravity value computed on the
 OC0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0351.degrees latitude (g = 980.6199 gals.).
 OC0351
 OC0351.The modeled gravity was interpolated from observed gravity values.
 OC0351
 OC0351;                    North         East    Units  Estimated Accuracy
 OC0351;SPC ME W     -    52,430.      853,530.      MT  (+/- 180 meters Scaled)
 OC0351
 OC0351                          SUPERSEDED SURVEY CONTROL
 OC0351
 OC0351  NGVD 29 (??/??/92)   33.092  (m)          108.57   (f) ADJ UNCH    1 1
 OC0351
 OC0351.Superseded values are not recommended for survey control.
 OC0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0351.See file dsdata.txt to determine how the superseded data were derived.
 OC0351
 OC0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH589960(NAD 83)
 OC0351_MARKER: DB = BENCH MARK DISK
 OC0351_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC0351_SP_SET: ABUTMENT
 OC0351_STAMPING: P 157 1966
 OC0351_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC0351
 OC0351  HISTORY     - Date     Condition        Report By
 OC0351  HISTORY     - 1966     MONUMENTED       CGS
 OC0351  HISTORY     - 19880408 GOOD             USPSQD
 OC0351  HISTORY     - 1989     GOOD             USPSQD
 OC0351
 OC0351                          STATION DESCRIPTION
 OC0351
 OC0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OC0351'AT NORTH BERWICK.
 OC0351'AT NORTH BERWICK, ABOUT 0.2 MILE EAST ALONG MADISON STREET
 OC0351'FROM THE JUNCTION OF STATE HIGHWAYS 4 AND 9, IN THE TOP OF THE
 OC0351'NORTH END OF THE WEST CONCRETE ABUTMENT FOR A 75-FOOT BRIDGE OVER
 OC0351'THE GREAT WORKS RIVER, 21.0 FEET NORTH OF THE CENTER LINE OF
 OC0351'THE STREET, 2 FEET SOUTHWEST OF THE NORTHEAST CORNER OF THE
 OC0351'ABUTMENT, AND ABOUT 5 FEET BELOW THE LEVEL OF THE STREET.
 OC0351
 OC0351                          STATION RECOVERY (1988)
 OC0351
 OC0351'RECOVERY NOTE BY US POWER SQUADRON 1988 (RSR)
 OC0351'RECOVERED IN GOOD CONDITION.
 OC0351
 OC0351                          STATION RECOVERY (1989)
 OC0351
 OC0351'RECOVERY NOTE BY US POWER SQUADRON 1989 (RH)
 OC0351'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0704 ***********************************************************************
 PE0704  DESIGNATION -  P 158
 PE0704  PID         -  PE0704
 PE0704  STATE/COUNTY-  ME/SOMERSET
 PE0704  USGS QUAD   -  PITTSFIELD (1982)
 PE0704
 PE0704                         *CURRENT SURVEY CONTROL
 PE0704  ___________________________________________________________________
 PE0704* NAD 83(1986)-  44 47 22.     (N)    069 22 49.     (W)     SCALED    
 PE0704* NAVD 88     -        69.176  (meters)     226.95   (feet)  ADJUSTED  
 PE0704  ___________________________________________________________________
 PE0704  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 PE0704  DYNAMIC HT  -          69.173 (meters)     226.95  (feet)  COMP
 PE0704  MODELED GRAV-     980,572.8   (mgal)                       NAVD 88
 PE0704  OBS GRAVITY -     980,573.8   (mgal)                       GRAV_OBS
 PE0704
 PE0704  VERT ORDER  -  FIRST     CLASS I
 PE0704
 PE0704.The horizontal coordinates were scaled from a topographic map and have
 PE0704.an estimated accuracy of +/- 6 seconds.
 PE0704
 PE0704.The orthometric height was determined by differential leveling
 PE0704.and adjusted by the National Geodetic Survey in June 1991..
 PE0704
 PE0704.The geoid height was determined by GEOID03.
 PE0704
 PE0704.The dynamic height is computed by dividing the NAVD 88
 PE0704.geopotential number by the normal gravity value computed on the
 PE0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0704.degrees latitude (g = 980.6199 gals.).
 PE0704
 PE0704.The modeled gravity was interpolated from observed gravity values.
 PE0704.The observed gravity was obtained from relative gravimeter ties
 PE0704.to the IGSN71 gravity network.
 PE0704
 PE0704;                    North         East    Units  Estimated Accuracy
 PE0704;SPC ME W     -   217,630.      962,230.      MT  (+/- 180 meters Scaled)
 PE0704
 PE0704                          SUPERSEDED SURVEY CONTROL
 PE0704
 PE0704  NGVD 29 (??/??/92)   69.391  (m)          227.66   (f) ADJ UNCH    1 1
 PE0704
 PE0704.Superseded values are not recommended for survey control.
 PE0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0704.See file dsdata.txt to determine how the superseded data were derived.
 PE0704
 PE0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK699596(NAD 83)
 PE0704_MARKER: DB = BENCH MARK DISK
 PE0704_SETTING: 66 = SET IN ROCK OUTCROP
 PE0704_SP_SET: ROCK OUTCROP
 PE0704_STAMPING: P 158 1966
 PE0704_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0704+STABILITY: POSITION/ELEVATION WELL
 PE0704
 PE0704  HISTORY     - Date     Condition        Report By
 PE0704  HISTORY     - 1966     MONUMENTED       CGS
 PE0704  HISTORY     - 1978     GOOD             DOD
 PE0704  HISTORY     - 1984     GOOD             USPSQD
 PE0704  HISTORY     - 1989     GOOD             USPSQD
 PE0704
 PE0704                          STATION DESCRIPTION
 PE0704
 PE0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE0704'AT PITTSFIELD.
 PE0704'AT PITTSFIELD, ABOUT 0.55 MILE NORTHEAST ALONG STATE HIGHWAYS
 PE0704'100 AND 11 FROM THE MAINE CENTRAL RAILROAD STATION, NEAR THE
 PE0704'Y JUNCTION OF NORTH MAINE STREET, IN A VACANT LOT, IN THE TOP
 PE0704'OF A ROCK OUTCROP THAT THE EXPOSED PORTION IS 4 1/2-BY-10-FOOT
 PE0704'AND ABOUT FLUSH WITH THE GROUND, 174 FEET EAST OF THE CENTER
 PE0704'LINE OF NORTH MAIN STREET, 84 FEET NORTH OF THE CENTER LINE OF
 PE0704'THE STREET, 114 FEET SOUTHEAST OF THE CENTER LINE OF A DRIVE
 PE0704'LEADING FROM NORTH MAIN STREET TO A HOUSE ON A HILL, ABOUT LEVEL
 PE0704'WITH THE GROUND.
 PE0704
 PE0704                          STATION RECOVERY (1978)
 PE0704
 PE0704'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE0704'RECOVERED IN GOOD CONDITION.
 PE0704
 PE0704                          STATION RECOVERY (1984)
 PE0704
 PE0704'RECOVERY NOTE BY US POWER SQUADRON 1984
 PE0704'RECOVERED IN GOOD CONDITION.
 PE0704
 PE0704                          STATION RECOVERY (1989)
 PE0704
 PE0704'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELG)
 PE0704'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0397 ***********************************************************************
 PE0397  DESIGNATION -  P 159
 PE0397  PID         -  PE0397
 PE0397  STATE/COUNTY-  ME/PENOBSCOT
 PE0397  USGS QUAD   -  VEAZIE (1988)
 PE0397
 PE0397                         *CURRENT SURVEY CONTROL
 PE0397  ___________________________________________________________________
 PE0397* NAD 83(1986)-  44 46 09.     (N)    068 43 02.     (W)     SCALED    
 PE0397* NAVD 88     -        25.025  (meters)      82.10   (feet)  ADJUSTED  
 PE0397  ___________________________________________________________________
 PE0397  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 PE0397  DYNAMIC HT  -          25.024 (meters)      82.10  (feet)  COMP
 PE0397  MODELED GRAV-     980,578.1   (mgal)                       NAVD 88
 PE0397  OBS GRAVITY -     980,577.6   (mgal)                       GRAV_OBS
 PE0397
 PE0397  VERT ORDER  -  FIRST     CLASS I
 PE0397
 PE0397.The horizontal coordinates were scaled from a topographic map and have
 PE0397.an estimated accuracy of +/- 6 seconds.
 PE0397
 PE0397.The orthometric height was determined by differential leveling
 PE0397.and adjusted by the National Geodetic Survey in June 1991..
 PE0397
 PE0397.The geoid height was determined by GEOID03.
 PE0397
 PE0397.The dynamic height is computed by dividing the NAVD 88
 PE0397.geopotential number by the normal gravity value computed on the
 PE0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0397.degrees latitude (g = 980.6199 gals.).
 PE0397
 PE0397.The modeled gravity was interpolated from observed gravity values.
 PE0397.The observed gravity was obtained from relative gravimeter ties
 PE0397.to the IGSN71 gravity network.
 PE0397
 PE0397;                    North         East    Units  Estimated Accuracy
 PE0397;SPC ME E     -   122,520.      282,810.      MT  (+/- 180 meters Scaled)
 PE0397
 PE0397                          SUPERSEDED SURVEY CONTROL
 PE0397
 PE0397  NGVD 29 (??/??/92)   25.236  (m)           82.80   (f) ADJ UNCH    1 1
 PE0397
 PE0397.Superseded values are not recommended for survey control.
 PE0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0397.See file dsdata.txt to determine how the superseded data were derived.
 PE0397
 PE0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK223573(NAD 83)
 PE0397_MARKER: DB = BENCH MARK DISK
 PE0397_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE0397_SP_SET: BRIDGE
 PE0397_STAMPING: P 159 1966
 PE0397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0397
 PE0397  HISTORY     - Date     Condition        Report By
 PE0397  HISTORY     - 1966     MONUMENTED       CGS
 PE0397  HISTORY     - 1978     GOOD             DMA
 PE0397  HISTORY     - 1985     GOOD             USPSQD
 PE0397  HISTORY     - 1988     GOOD             USPSQD
 PE0397
 PE0397                          STATION DESCRIPTION
 PE0397
 PE0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE0397'2.2 MI SE FROM BREWER.
 PE0397'2.2 MILES SE. ALONG THE U.S. HIGHWAY 1A FROM THE POST OFFICE AT
 PE0397'BREWER, ALSO 3.3 MILES SE. ALONG THE MAINE CENTRAL RAILROAD FROM
 PE0397'THE CROSSING OF WILSON STREET AT BREWER, ABOUT 0.2 MILE WEST OF
 PE0397'MILEPOST P142/C128, 5 RAILS WEST OF THE CROSSING OF U.S. HIGHWAY
 PE0397'1A, AT RAILROAD BRIDGE 141-82, 8.0 FEET SOUTH OF THE SOUTH RAIL,
 PE0397'ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP
 PE0397'OF THE SOUTH END OF THE WEST STONE ABUTMENT FOR THE BRIDGE.
 PE0397
 PE0397                          STATION RECOVERY (1978)
 PE0397
 PE0397'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PE0397'RECOVERED IN GOOD CONDITION.
 PE0397
 PE0397                          STATION RECOVERY (1985)
 PE0397
 PE0397'RECOVERY NOTE BY US POWER SQUADRON 1985
 PE0397'IT IS JUST SOUTH OF THE INTERSECTION OF L 395 AND US 1 A ABOUT 3
 PE0397'MILES EAST OF THE PENOBSCOT RIVER.
 PE0397
 PE0397                          STATION RECOVERY (1988)
 PE0397
 PE0397'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE0397'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0563 ***********************************************************************
 OC0563  DESIGNATION -  P 16
 OC0563  PID         -  OC0563
 OC0563  STATE/COUNTY-  ME/OXFORD
 OC0563  USGS QUAD   -  KEZAR FALLS (1989)
 OC0563
 OC0563                         *CURRENT SURVEY CONTROL
 OC0563  ___________________________________________________________________
 OC0563* NAD 83(1986)-  43 47 44.     (N)    070 55 58.     (W)     SCALED    
 OC0563* NAVD 88     -       125.040  (meters)     410.24   (feet)  ADJUSTED  
 OC0563  ___________________________________________________________________
 OC0563  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 OC0563  DYNAMIC HT  -         125.018 (meters)     410.16  (feet)  COMP
 OC0563  MODELED GRAV-     980,442.3   (mgal)                       NAVD 88
 OC0563
 OC0563  VERT ORDER  -  FIRST     CLASS II
 OC0563
 OC0563.The horizontal coordinates were scaled from a topographic map and have
 OC0563.an estimated accuracy of +/- 6 seconds.
 OC0563
 OC0563.The orthometric height was determined by differential leveling
 OC0563.and adjusted by the National Geodetic Survey in June 1991..
 OC0563
 OC0563.The geoid height was determined by GEOID03.
 OC0563
 OC0563.The dynamic height is computed by dividing the NAVD 88
 OC0563.geopotential number by the normal gravity value computed on the
 OC0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0563.degrees latitude (g = 980.6199 gals.).
 OC0563
 OC0563.The modeled gravity was interpolated from observed gravity values.
 OC0563
 OC0563;                    North         East    Units  Estimated Accuracy
 OC0563;SPC ME W     -   107,180.      838,350.      MT  (+/- 180 meters Scaled)
 OC0563
 OC0563                          SUPERSEDED SURVEY CONTROL
 OC0563
 OC0563  NGVD 29 (??/??/92)  125.205  (m)          410.78   (f) ADJ UNCH    1 2
 OC0563
 OC0563.Superseded values are not recommended for survey control.
 OC0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0563.See file dsdata.txt to determine how the superseded data were derived.
 OC0563
 OC0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ445509(NAD 83)
 OC0563_MARKER: DB = BENCH MARK DISK
 OC0563_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC0563_SP_SET: BRIDGE
 OC0563_STAMPING: P 16 1933
 OC0563_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC0563
 OC0563  HISTORY     - Date     Condition        Report By
 OC0563  HISTORY     - 1933     MONUMENTED       CGS
 OC0563  HISTORY     - 1955     GOOD             NGS
 OC0563  HISTORY     - 1975     GOOD             NGS
 OC0563  HISTORY     - 20050611 MARK NOT FOUND   GEOCAC
 OC0563
 OC0563                          STATION DESCRIPTION
 OC0563
 OC0563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 OC0563'AT PORTER.
 OC0563'AT PORTER, ALONG STATE HIGHWAY 25, IN THE TOP OF EAST END OF
 OC0563'SOUTH CONCRETE BANISTER OF HIGHWAY BRIDGE OVER MILL BROOK, 14
 OC0563'FEET SOUTH OF CENTER LINE OF HIGHWAY AND ABOUT 3 1/2 FEET ABOVE
 OC0563'LEVEL OF HIGHWAY.
 OC0563
 OC0563                          STATION RECOVERY (1975)
 OC0563
 OC0563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 OC0563'RECOVERED IN GOOD CONDITION.
 OC0563
 OC0563                          STATION RECOVERY (2005)
 OC0563
 OC0563'RECOVERY NOTE BY GEOCACHING 2005 (JKS)
 OC0563'THIS BRIDGE WAS REBUILT IN 1988. P 16 WAS NOT FOUND BUT IN THE SAME
 OC0563'GENERAL LOCATION OF THE NEW BRIDGE WAS FOUND A DISC STAMPED P 16 RESET
 OC0563'1988, WHICH TECHNICALLY SHOULD BE A DIFFERENT PID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0733 ***********************************************************************
 PE0733  DESIGNATION -  P 160
 PE0733  PID         -  PE0733
 PE0733  STATE/COUNTY-  ME/PENOBSCOT
 PE0733  USGS QUAD   -  PLYMOUTH (1982)
 PE0733
 PE0733                         *CURRENT SURVEY CONTROL
 PE0733  ___________________________________________________________________
 PE0733* NAD 83(1986)-  44 49 28.     (N)    069 14 03.     (W)     SCALED    
 PE0733* NAVD 88     -        75.596  (meters)     248.02   (feet)  ADJUSTED  
 PE0733  ___________________________________________________________________
 PE0733  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 PE0733  DYNAMIC HT  -          75.593 (meters)     248.01  (feet)  COMP
 PE0733  MODELED GRAV-     980,572.0   (mgal)                       NAVD 88
 PE0733
 PE0733  VERT ORDER  -  FIRST     CLASS I
 PE0733
 PE0733.The horizontal coordinates were scaled from a topographic map and have
 PE0733.an estimated accuracy of +/- 6 seconds.
 PE0733
 PE0733.The orthometric height was determined by differential leveling
 PE0733.and adjusted by the National Geodetic Survey in June 1991..
 PE0733
 PE0733.The geoid height was determined by GEOID03.
 PE0733
 PE0733.The dynamic height is computed by dividing the NAVD 88
 PE0733.geopotential number by the normal gravity value computed on the
 PE0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0733.degrees latitude (g = 980.6199 gals.).
 PE0733
 PE0733.The modeled gravity was interpolated from observed gravity values.
 PE0733
 PE0733;                    North         East    Units  Estimated Accuracy
 PE0733;SPC ME E     -   128,900.      241,940.      MT  (+/- 180 meters Scaled)
 PE0733
 PE0733                          SUPERSEDED SURVEY CONTROL
 PE0733
 PE0733  NGVD 29 (??/??/92)   75.817  (m)          248.74   (f) ADJ UNCH    1 1
 PE0733
 PE0733.Superseded values are not recommended for survey control.
 PE0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0733.See file dsdata.txt to determine how the superseded data were derived.
 PE0733
 PE0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK814634(NAD 83)
 PE0733_MARKER: DB = BENCH MARK DISK
 PE0733_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PE0733_SP_SET: 15.8 FEET
 PE0733_STAMPING: P 160 1966
 PE0733_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0733
 PE0733  HISTORY     - Date     Condition        Report By
 PE0733  HISTORY     - 1966     MONUMENTED       CGS
 PE0733  HISTORY     - 1978     GOOD             DOD
 PE0733  HISTORY     - 1989     GOOD             USPSQD
 PE0733
 PE0733                          STATION DESCRIPTION
 PE0733
 PE0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE0733'2 MI SE FROM NEWPORT.
 PE0733'2.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 2 FROM THE CROSSING OF
 PE0733'THE MAINE CENTRAL RAILROAD AT NEWPORT, NEAR THE Y JUNCTION OF A
 PE0733'BLACK TOPPED ROAD LEADING NORTHEAST, 34 FEET NORTHEAST OF THE
 PE0733'CENTER LINE OF THE HIGHWAY, 25 FEET SOUTH OF THE CENTER LINE OF
 PE0733'THE BLACK TOPPED ROAD, 2 1/2 FEET SOUTHEAST OF A POWER POLE, 1.4
 PE0733'FEET SOUTH OF A METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW THE
 PE0733'LEVEL OF THE HIGHWAY, AND IS A DISK ON TOP OF A COPPER COATED STEEL
 PE0733'ROD PROJECTING 0.2 FOOT AND PROTECTED BY A 5-INCH IRON PIPE
 PE0733'PROJECTING 0.4 FOOT.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF
 PE0733'15.8 FEET.
 PE0733
 PE0733                          STATION RECOVERY (1978)
 PE0733
 PE0733'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE0733'RECOVERED IN GOOD CONDITION.
 PE0733
 PE0733                          STATION RECOVERY (1989)
 PE0733
 PE0733'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELG)
 PE0733'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0228 ***********************************************************************
 OC0228  DESIGNATION -  P 161
 OC0228  PID         -  OC0228
 OC0228  STATE/COUNTY-  ME/YORK
 OC0228  USGS QUAD   -  BIDDEFORD (1975)
 OC0228
 OC0228                         *CURRENT SURVEY CONTROL
 OC0228  ___________________________________________________________________
 OC0228* NAD 83(1986)-  43 28 14.     (N)    070 29 00.     (W)     SCALED    
 OC0228* NAVD 88     -        51.559  (meters)     169.16   (feet)  ADJUSTED  
 OC0228  ___________________________________________________________________
 OC0228  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 OC0228  DYNAMIC HT  -          51.552 (meters)     169.13  (feet)  COMP
 OC0228  MODELED GRAV-     980,483.6   (mgal)                       NAVD 88
 OC0228
 OC0228  VERT ORDER  -  FIRST     CLASS I
 OC0228
 OC0228.The horizontal coordinates were scaled from a topographic map and have
 OC0228.an estimated accuracy of +/- 6 seconds.
 OC0228
 OC0228.The orthometric height was determined by differential leveling
 OC0228.and adjusted by the National Geodetic Survey in June 1991..
 OC0228
 OC0228.The geoid height was determined by GEOID03.
 OC0228
 OC0228.The dynamic height is computed by dividing the NAVD 88
 OC0228.geopotential number by the normal gravity value computed on the
 OC0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0228.degrees latitude (g = 980.6199 gals.).
 OC0228
 OC0228.The modeled gravity was interpolated from observed gravity values.
 OC0228
 OC0228;                    North         East    Units  Estimated Accuracy
 OC0228;SPC ME W     -    70,840.      874,380.      MT  (+/- 180 meters Scaled)
 OC0228
 OC0228                          SUPERSEDED SURVEY CONTROL
 OC0228
 OC0228  NGVD 29 (??/??/92)   51.783  (m)          169.89   (f) ADJ UNCH    1 1
 OC0228
 OC0228.Superseded values are not recommended for survey control.
 OC0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0228.See file dsdata.txt to determine how the superseded data were derived.
 OC0228
 OC0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ800141(NAD 83)
 OC0228_MARKER: DB = BENCH MARK DISK
 OC0228_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OC0228_SP_SET: SIGN CONCRETE BASE
 OC0228_STAMPING: P 161 1966
 OC0228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC0228
 OC0228  HISTORY     - Date     Condition        Report By
 OC0228  HISTORY     - 1966     MONUMENTED       CGS
 OC0228  HISTORY     - 1978     GOOD             DOD
 OC0228
 OC0228                          STATION DESCRIPTION
 OC0228
 OC0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OC0228'1 MI SW FROM BIDDEFORD.
 OC0228'ABOUT 1.0 MILE SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE
 OC0228'INTERSECTION OF STATE HIGHWAY 111 AT BIDDEFORD, NEAR THE JUNCTION
 OC0228'OF GRAYSOM STREET, IN THE TOP NEAR THE WEST SIDE OF A 10-FOOT
 OC0228'ROUND CONCRETE BASE WHICH SUPPORTS A SIGN READING MININNI INC.,
 OC0228'49 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 3 FEET
 OC0228'SOUTHWEST OF THE EXTENDED CENTER LINE OF GRAYSOM STREET, 2.6
 OC0228'FEET SOUTH-SOUTHEAST OF THE EAST CORNER OF A CONCRETE BLOCK
 OC0228'BUILDING.
 OC0228
 OC0228                          STATION RECOVERY (1978)
 OC0228
 OC0228'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 OC0228'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0089 ***********************************************************************
 OC0089  DESIGNATION -  P 162
 OC0089  PID         -  OC0089
 OC0089  STATE/COUNTY-  ME/CUMBERLAND
 OC0089  USGS QUAD   -  PROUTS NECK (1978)
 OC0089
 OC0089                         *CURRENT SURVEY CONTROL
 OC0089  ___________________________________________________________________
 OC0089* NAD 83(1986)-  43 35 21.     (N)    070 18 37.     (W)     SCALED    
 OC0089* NAVD 88     -         7.996  (meters)      26.23   (feet)  ADJUSTED  
 OC0089  ___________________________________________________________________
 OC0089  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 OC0089  DYNAMIC HT  -           7.995 (meters)      26.23  (feet)  COMP
 OC0089  MODELED GRAV-     980,501.2   (mgal)                       NAVD 88
 OC0089
 OC0089  VERT ORDER  -  FIRST     CLASS I
 OC0089
 OC0089.The horizontal coordinates were scaled from a topographic map and have
 OC0089.an estimated accuracy of +/- 6 seconds.
 OC0089
 OC0089.The orthometric height was determined by differential leveling
 OC0089.and adjusted by the National Geodetic Survey in June 1991..
 OC0089
 OC0089.The geoid height was determined by GEOID03.
 OC0089
 OC0089.The dynamic height is computed by dividing the NAVD 88
 OC0089.geopotential number by the normal gravity value computed on the
 OC0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0089.degrees latitude (g = 980.6199 gals.).
 OC0089
 OC0089.The modeled gravity was interpolated from observed gravity values.
 OC0089
 OC0089;                    North         East    Units  Estimated Accuracy
 OC0089;SPC ME W     -    83,980.      888,400.      MT  (+/- 180 meters Scaled)
 OC0089
 OC0089                          SUPERSEDED SURVEY CONTROL
 OC0089
 OC0089  NGVD 29 (??/??/92)    8.222  (m)           26.98   (f) ADJ UNCH    1 1
 OC0089
 OC0089.Superseded values are not recommended for survey control.
 OC0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0089.See file dsdata.txt to determine how the superseded data were derived.
 OC0089
 OC0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ942270(NAD 83)
 OC0089_MARKER: DB = BENCH MARK DISK
 OC0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OC0089_STAMPING: P 126 1966
 OC0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC0089+STABILITY: SURFACE MOTION
 OC0089
 OC0089  HISTORY     - Date     Condition        Report By
 OC0089  HISTORY     - 1966     MONUMENTED       CGS
 OC0089  HISTORY     - 1978     GOOD             LOCSUR
 OC0089
 OC0089                          STATION DESCRIPTION
 OC0089
 OC0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OC0089'2.2 MI E FROM SCARBOROUGH.
 OC0089'ABOUT 0.1 MILE EAST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE
 OC0089'AT SCARBOROUGH, THENCE ABOUT 1.15 MILES SOUTHEAST ALONG STATE
 OC0089'HIGHWAY 207, THENCE ABOUT 1.0 MILE NORTHEAST ALONG HIGHLAND
 OC0089'AVENUE AND CHAMBERLAIN ROAD, 400 FEET NORTHEAST ALONG CHAMBERLAIN
 OC0089'ROAD FROM THE JUNCTION WHERE HIGHLAND AVENUE LEADS NORTHEAST TO
 OC0089'SOUTH PORTLAND, 214 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION
 OC0089'OF A TRAIL LEADING NORTH TO THE BOSTON AND MAINE RAILROAD TRACK,
 OC0089'26.0 FEET NORTHWEST OF THE CENTER LINE OF THE TRACK, 1.5 FEET
 OC0089'SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD
 OC0089'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
 OC0089
 OC0089                          STATION RECOVERY (1978)
 OC0089
 OC0089'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 OC0089'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0045 ***********************************************************************
 OC0045  DESIGNATION -  P 163
 OC0045  PID         -  OC0045
 OC0045  STATE/COUNTY-  ME/CUMBERLAND
 OC0045  USGS QUAD   -  YARMOUTH (1975)
 OC0045
 OC0045                         *CURRENT SURVEY CONTROL
 OC0045  ___________________________________________________________________
 OC0045* NAD 83(1986)-  43 50 24.     (N)    070 12 30.     (W)     SCALED    
 OC0045* NAVD 88     -        34.328  (meters)     112.62   (feet)  ADJUSTED  
 OC0045  ___________________________________________________________________
 OC0045  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 OC0045  DYNAMIC HT  -          34.324 (meters)     112.61  (feet)  COMP
 OC0045  MODELED GRAV-     980,503.5   (mgal)                       NAVD 88
 OC0045
 OC0045  VERT ORDER  -  FIRST     CLASS I
 OC0045
 OC0045.The horizontal coordinates were scaled from a topographic map and have
 OC0045.an estimated accuracy of +/- 6 seconds.
 OC0045
 OC0045.The orthometric height was determined by differential leveling
 OC0045.and adjusted by the National Geodetic Survey in June 1991..
 OC0045
 OC0045.The geoid height was determined by GEOID03.
 OC0045
 OC0045.The dynamic height is computed by dividing the NAVD 88
 OC0045.geopotential number by the normal gravity value computed on the
 OC0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0045.degrees latitude (g = 980.6199 gals.).
 OC0045
 OC0045.The modeled gravity was interpolated from observed gravity values.
 OC0045
 OC0045;                    North         East    Units  Estimated Accuracy
 OC0045;SPC ME W     -   111,840.      896,650.      MT  (+/- 180 meters Scaled)
 OC0045
 OC0045                          SUPERSEDED SURVEY CONTROL
 OC0045
 OC0045  NGVD 29 (??/??/92)   34.526  (m)          113.27   (f) ADJ UNCH    1 1
 OC0045
 OC0045.Superseded values are not recommended for survey control.
 OC0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0045.See file dsdata.txt to determine how the superseded data were derived.
 OC0045
 OC0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ028548(NAD 83)
 OC0045_MARKER: DB = BENCH MARK DISK
 OC0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OC0045_STAMPING: P 163 1966
 OC0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC0045+STABILITY: SURFACE MOTION
 OC0045
 OC0045  HISTORY     - Date     Condition        Report By
 OC0045  HISTORY     - 1966     MONUMENTED       CGS
 OC0045  HISTORY     - 1978     GOOD             DOD
 OC0045
 OC0045                          STATION DESCRIPTION
 OC0045
 OC0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OC0045'2 MI N FROM YARMOUTH JUNCTION.
 OC0045'ABOUT 1.95 MILES NORTH ALONG THE CANADIAN NATIONAL RAILWAY
 OC0045'FROM THE CROSSING OF THE MAINE CENTRAL RAILROAD AT YARMOUTH
 OC0045'JUNCTION, NEAR THE CROSSING OF NORTH ROAD, 2 1/2 FEET SOUTH OF
 OC0045'THE 5TH TELEPHONE POLE NORTH OF TELEPHONE POLE WITH MILEPOST 14
 OC0045'ATTACHED, 234 FEET SOUTH-SOUTHWEST OF THE CENTER OF THE CROSSING,
 OC0045'33.5 FEET WEST OF THE WEST RAIL, 1.5 FEET NORTH OF A METAL
 OC0045'WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK, AND
 OC0045'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
 OC0045
 OC0045                          STATION RECOVERY (1978)
 OC0045
 OC0045'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 OC0045'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0096 ***********************************************************************
 PF0096  DESIGNATION -  P 164
 PF0096  PID         -  PF0096
 PF0096  STATE/COUNTY-  ME/ANDROSCOGGIN
 PF0096  USGS QUAD   -  LEWISTON (1979)
 PF0096
 PF0096                         *CURRENT SURVEY CONTROL
 PF0096  ___________________________________________________________________
 PF0096* NAD 83(1986)-  44 04 46.     (N)    070 14 07.     (W)     SCALED    
 PF0096* NAVD 88     -        62.952  (meters)     206.53   (feet)  ADJUSTED  
 PF0096  ___________________________________________________________________
 PF0096  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 PF0096  DYNAMIC HT  -          62.945 (meters)     206.51  (feet)  COMP
 PF0096  MODELED GRAV-     980,507.2   (mgal)                       NAVD 88
 PF0096
 PF0096  VERT ORDER  -  FIRST     CLASS I
 PF0096
 PF0096.The horizontal coordinates were scaled from a topographic map and have
 PF0096.an estimated accuracy of +/- 6 seconds.
 PF0096
 PF0096.The orthometric height was determined by differential leveling
 PF0096.and adjusted by the National Geodetic Survey in June 1991..
 PF0096
 PF0096.The geoid height was determined by GEOID03.
 PF0096
 PF0096.The dynamic height is computed by dividing the NAVD 88
 PF0096.geopotential number by the normal gravity value computed on the
 PF0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0096.degrees latitude (g = 980.6199 gals.).
 PF0096
 PF0096.The modeled gravity was interpolated from observed gravity values.
 PF0096
 PF0096;                    North         East    Units  Estimated Accuracy
 PF0096;SPC ME W     -   138,440.      894,500.      MT  (+/- 180 meters Scaled)
 PF0096
 PF0096                          SUPERSEDED SURVEY CONTROL
 PF0096
 PF0096  NGVD 29 (??/??/92)   63.141  (m)          207.16   (f) ADJ UNCH    1 1
 PF0096
 PF0096.Superseded values are not recommended for survey control.
 PF0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0096.See file dsdata.txt to determine how the superseded data were derived.
 PF0096
 PF0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ010814(NAD 83)
 PF0096_MARKER: DB = BENCH MARK DISK
 PF0096_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PF0096_SP_SET: CULVERT
 PF0096_STAMPING: P 164 1966
 PF0096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PF0096
 PF0096  HISTORY     - Date     Condition        Report By
 PF0096  HISTORY     - 1966     MONUMENTED       CGS
 PF0096  HISTORY     - 1978     GOOD             DOD
 PF0096
 PF0096                          STATION DESCRIPTION
 PF0096
 PF0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PF0096'1.4 MI SW FROM AUBURN.
 PF0096'ABOUT 1.45 MILES SOUTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM
 PF0096'THE CROSSING OF COURT STREET AT AUBURN, 0.2 MILE SOUTHWEST
 PF0096'OF MILEPOST P 35- V 119, IN THE TOP AT THE SOUTHWEST END OF THE
 PF0096'SOUTHEAST CONCRETE HEAD WALL FOR A 9-FOOT ARCHED CULVERT OVER
 PF0096'TAYLOR BROOK, 8.7 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND
 PF0096'ABOUT LEVEL WITH THE TRACK.
 PF0096
 PF0096                          STATION RECOVERY (1978)
 PF0096
 PF0096'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PF0096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1145 ***********************************************************************
 PE1145  DESIGNATION -  P 165
 PE1145  PID         -  PE1145
 PE1145  STATE/COUNTY-  ME/KENNEBEC
 PE1145  USGS QUAD   -  BELGRADE (1980)
 PE1145
 PE1145                         *CURRENT SURVEY CONTROL
 PE1145  ___________________________________________________________________
 PE1145* NAD 83(1986)-  44 29 48.     (N)    069 47 20.     (W)     SCALED    
 PE1145* NAVD 88     -        80.382  (meters)     263.72   (feet)  ADJUSTED  
 PE1145  ___________________________________________________________________
 PE1145  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 PE1145  DYNAMIC HT  -          80.375 (meters)     263.70  (feet)  COMP
 PE1145  MODELED GRAV-     980,536.9   (mgal)                       NAVD 88
 PE1145  OBS GRAVITY -     980,542.3   (mgal)                       GRAV_OBS
 PE1145
 PE1145  VERT ORDER  -  FIRST     CLASS I
 PE1145
 PE1145.The horizontal coordinates were scaled from a topographic map and have
 PE1145.an estimated accuracy of +/- 6 seconds.
 PE1145
 PE1145.The orthometric height was determined by differential leveling
 PE1145.and adjusted by the National Geodetic Survey in June 1991..
 PE1145
 PE1145.The geoid height was determined by GEOID03.
 PE1145
 PE1145.The dynamic height is computed by dividing the NAVD 88
 PE1145.geopotential number by the normal gravity value computed on the
 PE1145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1145.degrees latitude (g = 980.6199 gals.).
 PE1145
 PE1145.The modeled gravity was interpolated from observed gravity values.
 PE1145.The observed gravity was obtained from relative gravimeter ties
 PE1145.to the IGSN71 gravity network.
 PE1145
 PE1145;                    North         East    Units  Estimated Accuracy
 PE1145;SPC ME W     -   184,870.      930,050.      MT  (+/- 180 meters Scaled)
 PE1145
 PE1145                          SUPERSEDED SURVEY CONTROL
 PE1145
 PE1145  NGVD 29 (??/??/92)   80.572  (m)          264.34   (f) ADJ UNCH    1 1
 PE1145
 PE1145.Superseded values are not recommended for survey control.
 PE1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1145.See file dsdata.txt to determine how the superseded data were derived.
 PE1145
 PE1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK372273(NAD 83)
 PE1145_MARKER: DB = BENCH MARK DISK
 PE1145_SETTING: 66 = SET IN ROCK OUTCROP
 PE1145_SP_SET: ROCK LEDGE
 PE1145_STAMPING: P 165 1966
 PE1145_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1145+STABILITY: POSITION/ELEVATION WELL
 PE1145
 PE1145  HISTORY     - Date     Condition        Report By
 PE1145  HISTORY     - 1966     MONUMENTED       CGS
 PE1145  HISTORY     - 1978     GOOD             DOD
 PE1145
 PE1145                          STATION DESCRIPTION
 PE1145
 PE1145'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE1145'4.8 MI SW FROM OAKLAND.
 PE1145'ABOUT 4.85 MILES SOUTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM
 PE1145'THE POST OFFICE AT OAKLAND, ABOUT 0.25 MILE NORTHEAST OF MILEPOST
 PE1145'P 74/V180, 110 YARDS NORTHEAST OF A PRIVATE ROAD CROSSING, SET
 PE1145'VERTICALLY IN THE SOUTHEAST FACE OF A ROCK CUT THAT IS ABOUT 50
 PE1145'YARDS LONG BY 6 FEET HIGH, 11.0 FEET NORTHWEST OF THE NORTHWEST
 PE1145'RAIL OF THE MAIN TRACK, 75 FEET SOUTHWEST OF THE NORTHEAST END
 PE1145'OF THE CUT, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE GROUND.
 PE1145
 PE1145                          STATION RECOVERY (1978)
 PE1145
 PE1145'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE1145'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0125 ***********************************************************************
 PF0125  DESIGNATION -  P 166
 PF0125  PID         -  PF0125
 PF0125  STATE/COUNTY-  ME/KENNEBEC
 PF0125  USGS QUAD   -  MONMOUTH (1979)
 PF0125
 PF0125                         *CURRENT SURVEY CONTROL
 PF0125  ___________________________________________________________________
 PF0125* NAD 83(1986)-  44 13 45.     (N)    070 02 23.     (W)     SCALED    
 PF0125* NAVD 88     -        83.383  (meters)     273.57   (feet)  ADJUSTED  
 PF0125  ___________________________________________________________________
 PF0125  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 PF0125  DYNAMIC HT  -          83.374 (meters)     273.54  (feet)  COMP
 PF0125  MODELED GRAV-     980,517.5   (mgal)                       NAVD 88
 PF0125  OBS GRAVITY -     980,520.6   (mgal)                       GRAV_OBS
 PF0125
 PF0125  VERT ORDER  -  FIRST     CLASS I
 PF0125
 PF0125.The horizontal coordinates were scaled from a topographic map and have
 PF0125.an estimated accuracy of +/- 6 seconds.
 PF0125
 PF0125.The orthometric height was determined by differential leveling
 PF0125.and adjusted by the National Geodetic Survey in June 1991..
 PF0125
 PF0125.The geoid height was determined by GEOID03.
 PF0125
 PF0125.The dynamic height is computed by dividing the NAVD 88
 PF0125.geopotential number by the normal gravity value computed on the
 PF0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0125.degrees latitude (g = 980.6199 gals.).
 PF0125
 PF0125.The modeled gravity was interpolated from observed gravity values.
 PF0125.The observed gravity was obtained from relative gravimeter ties
 PF0125.to the IGSN71 gravity network.
 PF0125
 PF0125;                    North         East    Units  Estimated Accuracy
 PF0125;SPC ME W     -   155,080.      910,140.      MT  (+/- 180 meters Scaled)
 PF0125
 PF0125                          SUPERSEDED SURVEY CONTROL
 PF0125
 PF0125  NGVD 29 (??/??/92)   83.568  (m)          274.17   (f) ADJ UNCH    1 1
 PF0125
 PF0125.Superseded values are not recommended for survey control.
 PF0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0125.See file dsdata.txt to determine how the superseded data were derived.
 PF0125
 PF0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ169978(NAD 83)
 PF0125_MARKER: DB = BENCH MARK DISK
 PF0125_SETTING: 80 = SET IN A BOULDER
 PF0125_SP_SET: BOULDER
 PF0125_STAMPING: P 166 1966
 PF0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0125+STABILITY: SURFACE MOTION
 PF0125
 PF0125  HISTORY     - Date     Condition        Report By
 PF0125  HISTORY     - 1966     MONUMENTED       CGS
 PF0125  HISTORY     - 1978     GOOD             DOD
 PF0125
 PF0125                          STATION DESCRIPTION
 PF0125
 PF0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PF0125'0.8 MI S FROM MONMOUTH.
 PF0125'ABOUT 0.85 MILE SOUTH ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PF0125'CROSSING OF STATE HIGHWAY 132 AT MONMOUTH, ABOUT 0.2 MILE NORTH
 PF0125'OF MILEPOST P 50/V204, NEAR THE CROSSING OF A PRIVATE ROAD, IN
 PF0125'THE TOP OF A 4-BY-7-FOOT EMBEDDED BOULDER, 42.0 FEET WEST OF THE
 PF0125'WEST RAIL, 98 FEET NORTH OF THE CENTER LINE OF THE ROAD, 54.0 FEET
 PF0125'NORTHEAST OF THE NORTHEAST CORNER OF A WOODEN FRAME CABIN, 31 FEET
 PF0125'SOUTH OF THE SOUTH EDGE OF A LAKE, AND ABOUT 4 FEET BELOW THE
 PF0125'LEVEL OF THE TRACK.
 PF0125
 PF0125                          STATION RECOVERY (1978)
 PF0125
 PF0125'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PF0125'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0148 ***********************************************************************
 PD0148  DESIGNATION -  P 167
 PD0148  PID         -  PD0148
 PD0148  STATE/COUNTY-  ME/WASHINGTON
 PD0148  USGS QUAD   -  HADLEY LAKE (1987)
 PD0148
 PD0148                         *CURRENT SURVEY CONTROL
 PD0148  ___________________________________________________________________
 PD0148* NAD 83(1986)-  44 49 16.     (N)    067 25 15.     (W)     SCALED    
 PD0148* NAVD 88     -        31.619  (meters)     103.74   (feet)  ADJUSTED  
 PD0148  ___________________________________________________________________
 PD0148  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 PD0148  DYNAMIC HT  -          31.618 (meters)     103.73  (feet)  COMP
 PD0148  MODELED GRAV-     980,586.7   (mgal)                       NAVD 88
 PD0148
 PD0148  VERT ORDER  -  FIRST     CLASS I
 PD0148
 PD0148.The horizontal coordinates were scaled from a topographic map and have
 PD0148.an estimated accuracy of +/- 6 seconds.
 PD0148
 PD0148.The orthometric height was determined by differential leveling
 PD0148.and adjusted by the National Geodetic Survey in June 1991..
 PD0148
 PD0148.The geoid height was determined by GEOID03.
 PD0148
 PD0148.The dynamic height is computed by dividing the NAVD 88
 PD0148.geopotential number by the normal gravity value computed on the
 PD0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0148.degrees latitude (g = 980.6199 gals.).
 PD0148
 PD0148.The modeled gravity was interpolated from observed gravity values.
 PD0148
 PD0148;                    North         East    Units  Estimated Accuracy
 PD0148;SPC ME E     -   128,830.      385,350.      MT  (+/- 180 meters Scaled)
 PD0148
 PD0148                          SUPERSEDED SURVEY CONTROL
 PD0148
 PD0148  NGVD 29 (??/??/92)   31.827  (m)          104.42   (f) ADJ UNCH    1 1
 PD0148
 PD0148.Superseded values are not recommended for survey control.
 PD0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0148.See file dsdata.txt to determine how the superseded data were derived.
 PD0148
 PD0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK248642(NAD 83)
 PD0148_MARKER: DB = BENCH MARK DISK
 PD0148_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PD0148_SP_SET: 48.0 FEET
 PD0148_STAMPING: P 167 1966
 PD0148_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PD0148
 PD0148  HISTORY     - Date     Condition        Report By
 PD0148  HISTORY     - 1966     MONUMENTED       CGS
 PD0148  HISTORY     - 1978     GOOD             DMA
 PD0148  HISTORY     - 1982     POOR             USGS
 PD0148
 PD0148                          STATION DESCRIPTION
 PD0148
 PD0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PD0148'4.4 MI N FROM JACKSONVILLE.
 PD0148'4.35 MILES NORTH ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PD0148'CROSSING OF STATE HIGHWAY 191 AT JACKSONVILLE, 19.7 FEET
 PD0148'NORTHEAST OF MILEPOST C34/P236, 329 FEET NORTH-NORTHEAST OF THE
 PD0148'SIDETRACK LEADING NORTHEAST TO MC GEORGES GRAVEL PIT, 50 FEET
 PD0148'SOUTH OF A RIGHT-OF-WAY FENCE, 24.4 FEET EAST OF THE EAST RAIL,
 PD0148'1.5 FEET NORTH OF A METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW
 PD0148'THE LEVEL OF THE TRACK, AND IS A DISK ON A COPPER COATED STEEL
 PD0148'ROD PROJECTING 0.2 FOOT AND PROTECTED BY A 6-INCH TILE PROJECTING
 PD0148'0.4 FOOT.  THE ROD WAS DRIVEN TO A DEPTH OF 48.0 FEET.
 PD0148
 PD0148                          STATION RECOVERY (1978)
 PD0148
 PD0148'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PD0148'SIDES OF DISK BENT SLIGHTLY UPWARDS.
 PD0148
 PD0148                          STATION RECOVERY (1982)
 PD0148
 PD0148'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 PD0148'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0017 ***********************************************************************
 QF0017  DESIGNATION -  P 168
 QF0017  PID         -  QF0017
 QF0017  STATE/COUNTY-  ME/WASHINGTON
 QF0017  USGS QUAD   -  MEDDYBEMPS LAKE EAST (1987)
 QF0017
 QF0017                         *CURRENT SURVEY CONTROL
 QF0017  ___________________________________________________________________
 QF0017* NAD 83(1986)-  45 03 59.     (N)    067 16 20.     (W)     SCALED    
 QF0017* NAVD 88     -        37.400  (meters)     122.70   (feet)  ADJUSTED  
 QF0017  ___________________________________________________________________
 QF0017  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 QF0017  DYNAMIC HT  -          37.400 (meters)     122.70  (feet)  COMP
 QF0017  MODELED GRAV-     980,615.1   (mgal)                       NAVD 88
 QF0017
 QF0017  VERT ORDER  -  FIRST     CLASS I
 QF0017
 QF0017.The horizontal coordinates were scaled from a topographic map and have
 QF0017.an estimated accuracy of +/- 6 seconds.
 QF0017
 QF0017.The orthometric height was determined by differential leveling
 QF0017.and adjusted by the National Geodetic Survey in June 1991..
 QF0017
 QF0017.The geoid height was determined by GEOID03.
 QF0017
 QF0017.The dynamic height is computed by dividing the NAVD 88
 QF0017.geopotential number by the normal gravity value computed on the
 QF0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0017.degrees latitude (g = 980.6199 gals.).
 QF0017
 QF0017.The modeled gravity was interpolated from observed gravity values.
 QF0017
 QF0017;                    North         East    Units  Estimated Accuracy
 QF0017;SPC ME E     -   156,250.      396,690.      MT  (+/- 180 meters Scaled)
 QF0017
 QF0017                          SUPERSEDED SURVEY CONTROL
 QF0017
 QF0017  NGVD 29 (??/??/92)   37.606  (m)          123.38   (f) ADJ UNCH    1 1
 QF0017
 QF0017.Superseded values are not recommended for survey control.
 QF0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0017.See file dsdata.txt to determine how the superseded data were derived.
 QF0017
 QF0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK360917(NAD 83)
 QF0017_MARKER: DB = BENCH MARK DISK
 QF0017_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QF0017_SP_SET: 78.0 FEET
 QF0017_STAMPING: P 168 1966
 QF0017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QF0017
 QF0017  HISTORY     - Date     Condition        Report By
 QF0017  HISTORY     - 1966     MONUMENTED       CGS
 QF0017  HISTORY     - 1978     MARK NOT FOUND   DMA
 QF0017
 QF0017                          STATION DESCRIPTION
 QF0017
 QF0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 QF0017'3.6 MI N FROM CHARLOTTE.
 QF0017'3.55 MILES NORTH ALONG THE MAINE CENTRAL RAILROAD FROM THE
 QF0017'CROSSING OF A BLACK TOPPED ROAD AT CHARLOTTE, ABOUT 0.2 MILE
 QF0017'SOUTH OF MILEPOST C9/P261, 155 FEET NORTH-NORTHWEST OF THE NORTH
 QF0017'END OF THE WEST CONCRETE HEAD WALL FOR A DOUBLE PIPE CULVERT
 QF0017'UNDER THE TRACK, 175 FEET EAST OF THE CENTER LINE OF A BLACK
 QF0017'TOPPED ROAD, 32.5 FEET WEST OF THE WEST RAIL, 348 FEET SOUTH OF
 QF0017'BENCH MARK C 96 DESCRIBED, 1.3 FEET SOUTH OF A METAL WITNESS
 QF0017'POST, ABOUT LEVEL WITH THE TRACK, AND IS A DISK ON TOP OF A
 QF0017'COPPER COATED STEEL ROD PROJECTING 0.1 FOOT AND PROTECTED BY A
 QF0017'5-INCH PIPE PROJECTING 0.1 FOOT.  THE ROD WAS DRIVEN TO REFUSAL
 QF0017'AT A DEPTH OF 78.0 FEET.
 QF0017
 QF0017                          STATION RECOVERY (1978)
 QF0017
 QF0017'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 QF0017'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0504 ***********************************************************************
 PE0504  DESIGNATION -  P 169
 PE0504  PID         -  PE0504
 PE0504  STATE/COUNTY-  ME/PENOBSCOT
 PE0504  USGS QUAD   -  BANGOR (1991)
 PE0504
 PE0504                         *CURRENT SURVEY CONTROL
 PE0504  ___________________________________________________________________
 PE0504* NAD 83(1986)-  44 48 08.     (N)    068 45 38.     (W)     SCALED    
 PE0504* NAVD 88     -         7.920  (meters)      25.98   (feet)  ADJUSTED  
 PE0504  ___________________________________________________________________
 PE0504  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 PE0504  DYNAMIC HT  -           7.919 (meters)      25.98  (feet)  COMP
 PE0504  MODELED GRAV-     980,584.1   (mgal)                       NAVD 88
 PE0504
 PE0504  VERT ORDER  -  SECOND    CLASS 0
 PE0504
 PE0504.The horizontal coordinates were scaled from a topographic map and have
 PE0504.an estimated accuracy of +/- 6 seconds.
 PE0504
 PE0504.The orthometric height was determined by differential leveling
 PE0504.and adjusted by the National Geodetic Survey in June 1991..
 PE0504
 PE0504.The geoid height was determined by GEOID03.
 PE0504
 PE0504.The dynamic height is computed by dividing the NAVD 88
 PE0504.geopotential number by the normal gravity value computed on the
 PE0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0504.degrees latitude (g = 980.6199 gals.).
 PE0504
 PE0504.The modeled gravity was interpolated from observed gravity values.
 PE0504
 PE0504;                    North         East    Units  Estimated Accuracy
 PE0504;SPC ME E     -   126,200.      279,390.      MT  (+/- 180 meters Scaled)
 PE0504
 PE0504                          SUPERSEDED SURVEY CONTROL
 PE0504
 PE0504  NGVD 29 (??/??/92)    8.132  (m)           26.68   (f) ADJ UNCH    2 0
 PE0504
 PE0504.Superseded values are not recommended for survey control.
 PE0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0504.See file dsdata.txt to determine how the superseded data were derived.
 PE0504
 PE0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK189610(NAD 83)
 PE0504_MARKER: DB = BENCH MARK DISK
 PE0504_SETTING: 66 = SET IN ROCK OUTCROP
 PE0504_SP_SET: ROCK CLIFF
 PE0504_STAMPING: P 169 1966
 PE0504_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0504+STABILITY: POSITION/ELEVATION WELL
 PE0504
 PE0504  HISTORY     - Date     Condition        Report By
 PE0504  HISTORY     - 1966     MONUMENTED       CGS
 PE0504
 PE0504                          STATION DESCRIPTION
 PE0504
 PE0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE0504'0.5 MI NE FROM BANGOR.
 PE0504'0.5 MILE NORTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE0504'BANGOR-BREWER BRIDGE OVER THE PENOBSCOT RIVER AND RAILROAD,
 PE0504'SET ON THE TOP OF AN 18-BY-5-FOOT EXPOSED BEDROCK, 132 YARDS
 PE0504'NORTHEAST OF THE NORTHEAST END OF A SIDE TRACK, 38 YARDS
 PE0504'SOUTHWEST OF THE SOUTHWEST END OF A SIDE TRACK, 22.0 FEET
 PE0504'NORTHWEST OF THE NORTHWEST RAIL, 26 FEET WEST OF A TELEPHONE
 PE0504'POLE, 17 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF A 25-FOOT
 PE0504'ROCK CLIFF, 3 FEET NORTHWEST OF THE SOUTHEAST EDGE OF THE ROCK
 PE0504'AND 2 1/2 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1290 ***********************************************************************
 PE1290  DESIGNATION -  P 17
 PE1290  PID         -  PE1290
 PE1290  STATE/COUNTY-  ME/LINCOLN
 PE1290  USGS QUAD   -  DAMARISCOTTA (1979)
 PE1290
 PE1290                         *CURRENT SURVEY CONTROL
 PE1290  ___________________________________________________________________
 PE1290* NAD 83(1986)-  44 03 35.     (N)    069 31 27.     (W)     SCALED    
 PE1290* NAVD 88     -         2.966  (meters)       9.73   (feet)  ADJUSTED  
 PE1290  ___________________________________________________________________
 PE1290  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 PE1290  DYNAMIC HT  -           2.965 (meters)       9.73  (feet)  COMP
 PE1290  MODELED GRAV-     980,520.2   (mgal)                       NAVD 88
 PE1290
 PE1290  VERT ORDER  -  SECOND    CLASS 0
 PE1290
 PE1290.The horizontal coordinates were scaled from a topographic map and have
 PE1290.an estimated accuracy of +/- 6 seconds.
 PE1290
 PE1290.The orthometric height was determined by differential leveling
 PE1290.and adjusted by the National Geodetic Survey in June 1991..
 PE1290
 PE1290.The geoid height was determined by GEOID03.
 PE1290
 PE1290.The dynamic height is computed by dividing the NAVD 88
 PE1290.geopotential number by the normal gravity value computed on the
 PE1290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1290.degrees latitude (g = 980.6199 gals.).
 PE1290
 PE1290.The modeled gravity was interpolated from observed gravity values.
 PE1290
 PE1290;                    North         East    Units  Estimated Accuracy
 PE1290;SPC ME W     -   136,450.      951,480.      MT  (+/- 180 meters Scaled)
 PE1290
 PE1290                          SUPERSEDED SURVEY CONTROL
 PE1290
 PE1290  NGVD 29 (??/??/92)    3.178  (m)           10.43   (f) ADJ UNCH    2 0
 PE1290
 PE1290.Superseded values are not recommended for survey control.
 PE1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1290.See file dsdata.txt to determine how the superseded data were derived.
 PE1290
 PE1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ580786(NAD 83)
 PE1290_MARKER: DB = BENCH MARK DISK
 PE1290_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE1290_SP_SET: BRIDGE SEAT
 PE1290_STAMPING: 10.426 P 17 1933
 PE1290_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE1290_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE1290+SATELLITE: SATELLITE OBSERVATIONS - January 02, 2006
 PE1290
 PE1290  HISTORY     - Date     Condition        Report By
 PE1290  HISTORY     - 1933     MONUMENTED       CGS
 PE1290  HISTORY     - 1942     GOOD             NGS
 PE1290  HISTORY     - 20060102 GOOD             USPSQD
 PE1290
 PE1290                          STATION DESCRIPTION
 PE1290
 PE1290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PE1290'AT DAMARISCOTTA MILLS.
 PE1290'AT DAMARISCOTTA MILLS, LINCOLN COUNTY, ON THE MAINE CENTRAL
 PE1290'RAILROAD, 300 YARDS SOUTHWEST OF THE STATION, 21 YARDS NORTHEAST
 PE1290'OF MILEPOST P 58, AT A RAILROAD BRIDGE, IN THE TOP OF THE
 PE1290'NORTHWEST END OF THE SOUTHWEST BRIDGE SEAT, 6 FEET NORTHWEST OF
 PE1290'THE NORTHWEST RAIL, AND 4 FEET BELOW THE BASE OF THE RAIL.  A
 PE1290'STANDARD DISK, STAMPED 10.426 P 17 1933.
 PE1290
 PE1290                          STATION RECOVERY (2006)
 PE1290
 PE1290'RECOVERY NOTE BY US POWER SQUADRON 2006 (JEK)
 PE1290'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0202 ***********************************************************************
 PE0202  DESIGNATION -  P 170
 PE0202  PID         -  PE0202
 PE0202  STATE/COUNTY-  ME/HANCOCK
 PE0202  USGS QUAD   -  ELLSWORTH (1981)
 PE0202
 PE0202                         *CURRENT SURVEY CONTROL
 PE0202  ___________________________________________________________________
 PE0202* NAD 83(1986)-  44 31 47.     (N)    068 23 48.     (W)     SCALED    
 PE0202* NAVD 88     -        64.464  (meters)     211.50   (feet)  ADJUSTED  
 PE0202  ___________________________________________________________________
 PE0202  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 PE0202  DYNAMIC HT  -          64.460 (meters)     211.48  (feet)  COMP
 PE0202  MODELED GRAV-     980,558.3   (mgal)                       NAVD 88
 PE0202
 PE0202  VERT ORDER  -  SECOND    CLASS 0
 PE0202
 PE0202.The horizontal coordinates were scaled from a topographic map and have
 PE0202.an estimated accuracy of +/- 6 seconds.
 PE0202
 PE0202.The orthometric height was determined by differential leveling
 PE0202.and adjusted by the National Geodetic Survey in June 1991..
 PE0202
 PE0202.The geoid height was determined by GEOID03.
 PE0202
 PE0202.The dynamic height is computed by dividing the NAVD 88
 PE0202.geopotential number by the normal gravity value computed on the
 PE0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0202.degrees latitude (g = 980.6199 gals.).
 PE0202
 PE0202.The modeled gravity was interpolated from observed gravity values.
 PE0202
 PE0202;                    North         East    Units  Estimated Accuracy
 PE0202;SPC ME E     -    95,890.      308,210.      MT  (+/- 180 meters Scaled)
 PE0202
 PE0202                          SUPERSEDED SURVEY CONTROL
 PE0202
 PE0202  NGVD 29 (??/??/92)   64.653  (m)          212.12   (f) ADJ UNCH    2 0
 PE0202
 PE0202.Superseded values are not recommended for survey control.
 PE0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0202.See file dsdata.txt to determine how the superseded data were derived.
 PE0202
 PE0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK479308(NAD 83)
 PE0202_MARKER: DB = BENCH MARK DISK
 PE0202_SETTING: 66 = SET IN ROCK OUTCROP
 PE0202_SP_SET: ROCK LEDGE
 PE0202_STAMPING: P 170 1966
 PE0202_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0202+STABILITY: POSITION/ELEVATION WELL
 PE0202
 PE0202  HISTORY     - Date     Condition        Report By
 PE0202  HISTORY     - 1966     MONUMENTED       CGS
 PE0202  HISTORY     - 1976     MARK NOT FOUND   USGS
 PE0202
 PE0202                          STATION DESCRIPTION
 PE0202
 PE0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE0202'0.6 MI E FROM ELLSWORTH.
 PE0202'ABOUT 0.6 MILE EAST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF
 PE0202'STATE HIGHWAY 3 AT ELLSWORTH, ABOUT 1.7 MILES SOUTHEAST ALONG
 PE0202'U.S. HIGHWAY 1 FROM THE POST OFFICE AT ELLSWORTH, ABOUT 0.25 MILE
 PE0202'WEST OF THE JUNCTION OF STATE HIGHWAY 184, ABOUT 75 YARDS WEST
 PE0202'OF THE WEST END OF A CURVE, SET IN THE TOP OF A ROCK LEDGE WHICH
 PE0202'IS AT THE WEST END OF A VERY SHORT ROCK CUT, 21 1/2 FEET NORTH
 PE0202'OF THE CENTER LINE OF THE HIGHWAY, 59 FEET WEST OF POWER LINE
 PE0202'POLE NO. 45, 1 FOOT NORTH OF THE SOUTH EDGE OF LEDGE AND 1 1/2
 PE0202'FEET ABOVE THE LEVEL OF THE HIGHWAY.
 PE0202
 PE0202                          STATION RECOVERY (1976)
 PE0202
 PE0202'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 PE0202'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0733 ***********************************************************************
 PF0733  DESIGNATION -  P 171
 PF0733  PID         -  PF0733
 PF0733  STATE/COUNTY-  ME/OXFORD
 PF0733  USGS QUAD   -  MECHANIC FALLS (1981)
 PF0733
 PF0733                         *CURRENT SURVEY CONTROL
 PF0733  ___________________________________________________________________
 PF0733* NAD 83(1986)-  44 07 12.     (N)    070 25 46.     (W)     SCALED    
 PF0733* NAVD 88     -        99.160  (meters)     325.33   (feet)  ADJUSTED  
 PF0733  ___________________________________________________________________
 PF0733  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 PF0733  DYNAMIC HT  -          99.147 (meters)     325.28  (feet)  COMP
 PF0733  MODELED GRAV-     980,486.0   (mgal)                       NAVD 88
 PF0733
 PF0733  VERT ORDER  -  FIRST     CLASS II
 PF0733
 PF0733.The horizontal coordinates were scaled from a topographic map and have
 PF0733.an estimated accuracy of +/- 6 seconds.
 PF0733
 PF0733.The orthometric height was determined by differential leveling
 PF0733.and adjusted by the National Geodetic Survey in June 1991..
 PF0733
 PF0733.The geoid height was determined by GEOID03.
 PF0733
 PF0733.The dynamic height is computed by dividing the NAVD 88
 PF0733.geopotential number by the normal gravity value computed on the
 PF0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0733.degrees latitude (g = 980.6199 gals.).
 PF0733
 PF0733.The modeled gravity was interpolated from observed gravity values.
 PF0733
 PF0733;                    North         East    Units  Estimated Accuracy
 PF0733;SPC ME W     -   142,980.      878,970.      MT  (+/- 180 meters Scaled)
 PF0733
 PF0733                          SUPERSEDED SURVEY CONTROL
 PF0733
 PF0733.No superseded survey control is available for this station.
 PF0733
 PF0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ856861(NAD 83)
 PF0733_MARKER: DB = BENCH MARK DISK
 PF0733_SETTING: 66 = SET IN ROCK OUTCROP
 PF0733_SP_SET: OUTCROP
 PF0733_STAMPING: P 171 1978
 PF0733_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PF0733+STABILITY: POSITION/ELEVATION WELL
 PF0733
 PF0733  HISTORY     - Date     Condition        Report By
 PF0733  HISTORY     - 1978     MONUMENTED       NGS
 PF0733
 PF0733                          STATION DESCRIPTION
 PF0733
 PF0733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PF0733'2.3 MI NW FROM MECHANIC FALLS.
 PF0733'2.3 MILES NORTHWEST ALONG STATE HIGHWAY 121 FROM THE PLEASANT STREET
 PF0733'BRIDGE OVER THE LITTLE ANDROSCOGGIN RIVER AT MECHANIC FALLS, 0.2 MI.
 PF0733'NORTHWEST OF THE OXFORD COUNTY LINE, AT THE T-JUNCTION OF A DIRT ROAD
 PF0733'LEADING NORTHEAST TO A PRIVATE RAILROAD CROSSING, 168 FT. NORTHEAST
 PF0733'AND ACROSS THE RAILROAD FROM THE CENTER LINE OF THE HIGHWAY, 72.4 FT.
 PF0733'NORTHEAST OF THE NORTHEAST RAIL, 39.5 FT. EAST OF THE SOUTHEAST 4 BY
 PF0733'6-INCH GATE POST TO A WIRE GATE, 11 FT. SOUTHEAST OF THE CENTER LINE
 PF0733'OF THE ROAD, IN THE TOP OF A 10 BY 7-FT. ROCK OUTCROP PROJECTING 3 FT.
 PF0733'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0762 ***********************************************************************
 PF0762  DESIGNATION -  P 172
 PF0762  PID         -  PF0762
 PF0762  STATE/COUNTY-  ME/OXFORD
 PF0762  USGS QUAD   -  WEST PARIS (1967)
 PF0762
 PF0762                         *CURRENT SURVEY CONTROL
 PF0762  ___________________________________________________________________
 PF0762* NAD 83(1986)-  44 19 44.     (N)    070 36 40.     (W)     SCALED    
 PF0762* NAVD 88     -       168.615  (meters)     553.20   (feet)  ADJUSTED  
 PF0762  ___________________________________________________________________
 PF0762  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 PF0762  DYNAMIC HT  -         168.592 (meters)     553.12  (feet)  COMP
 PF0762  MODELED GRAV-     980,483.6   (mgal)                       NAVD 88
 PF0762
 PF0762  VERT ORDER  -  FIRST     CLASS II
 PF0762
 PF0762.The horizontal coordinates were scaled from a topographic map and have
 PF0762.an estimated accuracy of +/- 6 seconds.
 PF0762
 PF0762.The orthometric height was determined by differential leveling
 PF0762.and adjusted by the National Geodetic Survey in June 1991..
 PF0762
 PF0762.The geoid height was determined by GEOID03.
 PF0762
 PF0762.The dynamic height is computed by dividing the NAVD 88
 PF0762.geopotential number by the normal gravity value computed on the
 PF0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0762.degrees latitude (g = 980.6199 gals.).
 PF0762
 PF0762.The modeled gravity was interpolated from observed gravity values.
 PF0762
 PF0762;                    North         East    Units  Estimated Accuracy
 PF0762;SPC ME W     -   166,250.      864,550.      MT  (+/- 180 meters Scaled)
 PF0762
 PF0762                          SUPERSEDED SURVEY CONTROL
 PF0762
 PF0762.No superseded survey control is available for this station.
 PF0762
 PF0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK715096(NAD 83)
 PF0762_MARKER: DB = BENCH MARK DISK
 PF0762_SETTING: 66 = SET IN ROCK OUTCROP
 PF0762_SP_SET: OUTCROP
 PF0762_STAMPING: P 172 1978
 PF0762_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PF0762+STABILITY: POSITION/ELEVATION WELL
 PF0762
 PF0762  HISTORY     - Date     Condition        Report By
 PF0762  HISTORY     - 1978     MONUMENTED       NGS
 PF0762
 PF0762                          STATION DESCRIPTION
 PF0762
 PF0762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PF0762'2.2 MI NW FROM WEST PARIS.
 PF0762'2.0 MILES WEST ALONG STATE HIGHWAY 219 FROM THE POST OFFICE AT WEST
 PF0762'PARIS, THENCE 0.2 MI. NORTHWEST OF AND ACROSS THE CANADIAN NATIONAL
 PF0762'RAILROAD ALONG OLD COUNTY ROAD, OPPOSITE A HIGH STEEP HILL, AT THE
 PF0762'NORTH CORNER OF A SMALL PASTURE, 32.6 FT. SOUTHWEST OF THE CENTER LINE
 PF0762'OF THE ROAD, 128 FT. SOUTHEAST OF THE SOUTHEAST CORNER OF A 2-STORY
 PF0762'FRAME HOUSE, 22.1 FT. NORTHWEST OF POWER POLE 10-T-279-13, IN THE TOP
 PF0762'OF THE EAST END OF A 10 BY 8-FT. ROCK OUTCROP, 5 FT. ABOVE GROUND
 PF0762'LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0081 ***********************************************************************
 SF0081  DESIGNATION -  P 173
 SF0081  PID         -  SF0081
 SF0081  STATE/COUNTY-  ME/AROOSTOOK
 SF0081  USGS QUAD   -  FORT KENT SOUTH (1985)
 SF0081
 SF0081                         *CURRENT SURVEY CONTROL
 SF0081  ___________________________________________________________________
 SF0081* NAD 83(1986)-  47 12 40.     (N)    068 35 58.     (W)     SCALED    
 SF0081* NAVD 88     -       264.198  (meters)     866.79   (feet)  ADJUSTED  
 SF0081  ___________________________________________________________________
 SF0081  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 SF0081  DYNAMIC HT  -         264.235 (meters)     866.91  (feet)  COMP
 SF0081  MODELED GRAV-     980,745.7   (mgal)                       NAVD 88
 SF0081
 SF0081  VERT ORDER  -  FIRST     CLASS II
 SF0081
 SF0081.The horizontal coordinates were scaled from a topographic map and have
 SF0081.an estimated accuracy of +/- 6 seconds.
 SF0081
 SF0081.The orthometric height was determined by differential leveling
 SF0081.and adjusted by the National Geodetic Survey in June 1991..
 SF0081
 SF0081.The geoid height was determined by GEOID03.
 SF0081
 SF0081.The dynamic height is computed by dividing the NAVD 88
 SF0081.geopotential number by the normal gravity value computed on the
 SF0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0081.degrees latitude (g = 980.6199 gals.).
 SF0081
 SF0081.The modeled gravity was interpolated from observed gravity values.
 SF0081
 SF0081;                    North         East    Units  Estimated Accuracy
 SF0081;SPC ME E     -   393,900.      292,470.      MT  (+/- 180 meters Scaled)
 SF0081
 SF0081                          SUPERSEDED SURVEY CONTROL
 SF0081
 SF0081.No superseded survey control is available for this station.
 SF0081
 SF0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN303287(NAD 83)
 SF0081_MARKER: DB = BENCH MARK DISK
 SF0081_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SF0081_SP_SET: STAINLESS STEEL ROD
 SF0081_STAMPING: P 173 1978
 SF0081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SF0081
 SF0081  HISTORY     - Date     Condition        Report By
 SF0081  HISTORY     - 1978     MONUMENTED       NGS
 SF0081
 SF0081                          STATION DESCRIPTION
 SF0081
 SF0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 SF0081'3.3 MI SOUTH FROM FORT KENT.
 SF0081'3.3 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE JUNCTION OF U.S.
 SF0081'HIGHWAY 1 AT FT. KENT, AT THE NORTH SIDE OF THE CREST OF A HILL,
 SF0081'26.4 FT. EAST OF THE CENTER LINE OF THE HIGHWAY, 187.0 FT. NORTH
 SF0081'OF THE NORTHWEST CORNER OF A RANCH STYLE HOUSE, 231.0 FT. SOUTH OF
 SF0081'THE EXTENDED CENTER LINE OF A PAVED DRIVEWAY LEADING NORTHWEST TO AN
 SF0081'A-FRAME HOUSE, 2.8 FT. EAST OF A POWER POLE, THE DISK IS 3-INCHES
 SF0081'BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4 INCH PLASTIC SCREW
 SF0081'PLUG FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1562 ***********************************************************************
 PE1562  DESIGNATION -  P 175
 PE1562  PID         -  PE1562
 PE1562  STATE/COUNTY-  ME/PENOBSCOT
 PE1562  USGS QUAD   -  PUSHAW LAKE (1977)
 PE1562
 PE1562                         *CURRENT SURVEY CONTROL
 PE1562  ___________________________________________________________________
 PE1562* NAD 83(1986)-  44 55 30.     (N)    068 51 00.     (W)     SCALED    
 PE1562* NAVD 88     -        59.199  (meters)     194.22   (feet)  ADJUSTED  
 PE1562  ___________________________________________________________________
 PE1562  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 PE1562  DYNAMIC HT  -          59.198 (meters)     194.22  (feet)  COMP
 PE1562  MODELED GRAV-     980,594.8   (mgal)                       NAVD 88
 PE1562
 PE1562  VERT ORDER  -  FIRST     CLASS II
 PE1562
 PE1562.The horizontal coordinates were scaled from a topographic map and have
 PE1562.an estimated accuracy of +/- 6 seconds.
 PE1562
 PE1562.The orthometric height was determined by differential leveling
 PE1562.and adjusted by the National Geodetic Survey in June 1991..
 PE1562
 PE1562.The geoid height was determined by GEOID03.
 PE1562
 PE1562.The dynamic height is computed by dividing the NAVD 88
 PE1562.geopotential number by the normal gravity value computed on the
 PE1562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1562.degrees latitude (g = 980.6199 gals.).
 PE1562
 PE1562.The modeled gravity was interpolated from observed gravity values.
 PE1562
 PE1562;                    North         East    Units  Estimated Accuracy
 PE1562;SPC ME E     -   139,870.      272,370.      MT  (+/- 180 meters Scaled)
 PE1562
 PE1562                          SUPERSEDED SURVEY CONTROL
 PE1562
 PE1562.No superseded survey control is available for this station.
 PE1562
 PE1562_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK118746(NAD 83)
 PE1562_MARKER: DB = BENCH MARK DISK
 PE1562_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PE1562_SP_SET: STAINLESS STEEL ROD
 PE1562_STAMPING: P 175 1978
 PE1562_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE1562
 PE1562  HISTORY     - Date     Condition        Report By
 PE1562  HISTORY     - 1978     MONUMENTED       NGS
 PE1562
 PE1562                          STATION DESCRIPTION
 PE1562
 PE1562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PE1562'5.6 MI SOUTH FROM HUDSON.
 PE1562'5.6 MILES SOUTH ALONG STATE HIGHWAY 221 FROM ITS JUNCTION WITH STATE
 PE1562'HIGHWAY 43 AT HUDSON, 20 FT. EAST OF THE CENTER LINE OF STATE HIGHWAY
 PE1562'221, 162 FT. SOUTHEAST OF THE SOUTHEAST CORNER OF A ONE STORY WOOD
 PE1562'FRAME ROOM BUILT IN FRONT OF A HOSE TRAILER, 3 FT. SOUTH OF
 PE1562'TELEPHONE POLE 70 133.THE DISK IS 5 INCHES BELOW GROUND, ACCESS TO
 PE1562'WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1111 ***********************************************************************
 QG1111  DESIGNATION -  P 176
 QG1111  PID         -  QG1111
 QG1111  STATE/COUNTY-  ME/PISCATAQUIS
 QG1111  USGS QUAD   -  MILO SOUTH (1983)
 QG1111
 QG1111                         *CURRENT SURVEY CONTROL
 QG1111  ___________________________________________________________________
 QG1111* NAD 83(1986)-  45 08 33.     (N)    068 52 38.     (W)     SCALED    
 QG1111* NAVD 88     -        90.840  (meters)     298.03   (feet)  ADJUSTED  
 QG1111  ___________________________________________________________________
 QG1111  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 QG1111  DYNAMIC HT  -          90.839 (meters)     298.03  (feet)  COMP
 QG1111  MODELED GRAV-     980,604.9   (mgal)                       NAVD 88
 QG1111  OBS GRAVITY -     980,597.9   (mgal)                       GRAV_OBS
 QG1111
 QG1111  VERT ORDER  -  FIRST     CLASS II
 QG1111
 QG1111.The horizontal coordinates were scaled from a topographic map and have
 QG1111.an estimated accuracy of +/- 6 seconds.
 QG1111
 QG1111.The orthometric height was determined by differential leveling
 QG1111.and adjusted by the National Geodetic Survey in June 1991..
 QG1111
 QG1111.The geoid height was determined by GEOID03.
 QG1111
 QG1111.The dynamic height is computed by dividing the NAVD 88
 QG1111.geopotential number by the normal gravity value computed on the
 QG1111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1111.degrees latitude (g = 980.6199 gals.).
 QG1111
 QG1111.The modeled gravity was interpolated from observed gravity values.
 QG1111.The observed gravity was obtained from relative gravimeter ties
 QG1111.to the IGSN71 gravity network.
 QG1111
 QG1111;                    North         East    Units  Estimated Accuracy
 QG1111;SPC ME E     -   164,050.      270,330.      MT  (+/- 180 meters Scaled)
 QG1111
 QG1111                          SUPERSEDED SURVEY CONTROL
 QG1111
 QG1111.No superseded survey control is available for this station.
 QG1111
 QG1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK096987(NAD 83)
 QG1111_MARKER: DB = BENCH MARK DISK
 QG1111_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QG1111_SP_SET: STAINLESS STEEL ROD
 QG1111_STAMPING: P 176 1978
 QG1111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG1111
 QG1111  HISTORY     - Date     Condition        Report By
 QG1111  HISTORY     - 1978     MONUMENTED       NGS
 QG1111  HISTORY     - 1982     GOOD             NGS
 QG1111
 QG1111                          STATION DESCRIPTION
 QG1111
 QG1111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1111'2.3 MI SW FROM LAGRANGE.
 QG1111'2.3 MILES SOUTHWEST ALONG STATE HIGHWAY 155 FROM ITS JUNCTION WITH
 QG1111'STATE HIGHWAY 16, 28.6 FT. NORTHWEST OF THE CENTER LINE OF THE
 QG1111'HIGHWAY, 101 YARDS NORTHEAST OF THE EXTENDED CENTER LINE OF A DRIVE
 QG1111'THAT LEADS TO A LOG HOUSE OWNED BY R. LOMBARDO, 9.0 FT. NORTHEAST OF
 QG1111'A LARGE OAK TREE.
 QG1111
 QG1111                          STATION RECOVERY (1982)
 QG1111
 QG1111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QG1111'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0980 ***********************************************************************
 QG0980  DESIGNATION -  P 177
 QG0980  PID         -  QG0980
 QG0980  STATE/COUNTY-  ME/PISCATAQUIS
 QG0980  USGS QUAD   -  DOVER FOXCROFT (1983)
 QG0980
 QG0980                         *CURRENT SURVEY CONTROL
 QG0980  ___________________________________________________________________
 QG0980* NAD 83(1986)-  45 10 59.     (N)    069 09 52.     (W)     SCALED    
 QG0980* NAVD 88     -       111.233  (meters)     364.94   (feet)  ADJUSTED  
 QG0980  ___________________________________________________________________
 QG0980  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 QG0980  DYNAMIC HT  -         111.230 (meters)     364.93  (feet)  COMP
 QG0980  MODELED GRAV-     980,591.0   (mgal)                       NAVD 88
 QG0980
 QG0980  VERT ORDER  -  FIRST     CLASS II
 QG0980
 QG0980.The horizontal coordinates were scaled from a topographic map and have
 QG0980.an estimated accuracy of +/- 6 seconds.
 QG0980
 QG0980.The orthometric height was determined by differential leveling
 QG0980.and adjusted by the National Geodetic Survey in June 1991..
 QG0980
 QG0980.The geoid height was determined by GEOID03.
 QG0980
 QG0980.The dynamic height is computed by dividing the NAVD 88
 QG0980.geopotential number by the normal gravity value computed on the
 QG0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0980.degrees latitude (g = 980.6199 gals.).
 QG0980
 QG0980.The modeled gravity was interpolated from observed gravity values.
 QG0980
 QG0980;                    North         East    Units  Estimated Accuracy
 QG0980;SPC ME E     -   168,700.      247,780.      MT  (+/- 180 meters Scaled)
 QG0980
 QG0980                          SUPERSEDED SURVEY CONTROL
 QG0980
 QG0980.No superseded survey control is available for this station.
 QG0980
 QG0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL870032(NAD 83)
 QG0980_MARKER: DB = BENCH MARK DISK
 QG0980_SETTING: 66 = SET IN ROCK OUTCROP
 QG0980_SP_SET: ROCK OUTCROP
 QG0980_STAMPING: P 177 1978
 QG0980_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0980+STABILITY: POSITION/ELEVATION WELL
 QG0980
 QG0980  HISTORY     - Date     Condition        Report By
 QG0980  HISTORY     - 1978     MONUMENTED       NGS
 QG0980
 QG0980                          STATION DESCRIPTION
 QG0980
 QG0980'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG0980'4.20 MI SE FROM DOVER FOXCROFT.
 QG0980'1.75 MILES SOUTHEAST ALONG STATE HIGHWAY 15 FROM ITS JUNCTION WITH
 QG0980'STATE HIGHWAY 6,THENCE 2.05 MILES EAST ALONG RANGE ROAD, THENCE
 QG0980'0.4 MILE NORTH ALONG EAST DOVER ROAD, 23.0 FT. WEST OF THE CENTER
 QG0980'LINE OF EAST DOVER ROAD, 68.0 FT. NORTH OF THE CENTER LINE OF A
 QG0980'GRAVEL DRIVE LEADING WEST, 66.5 FT. NORTHWEST OF POWER POLE 9 22
 QG0980'WITH ONE TRANSFORMER AND ONE GUY WIRE, 45.0 FT. EAST OF THE NORTH-
 QG0980'EAST CORNER OF A WOOD FRAME HOUSE OWNED BY R.A. FARRAR, ALSO 0.25
 QG0980'MILE SOUTH ALONG EAST DOVER ROAD FROM THE BRIDGE OVER THE PISCATAQUIS
 QG0980'RIVER AT EAST DOVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1012 ***********************************************************************
 QG1012  DESIGNATION -  P 178
 QG1012  PID         -  QG1012
 QG1012  STATE/COUNTY-  ME/PISCATAQUIS
 QG1012  USGS QUAD   -  GUILFORD (1984)
 QG1012
 QG1012                         *CURRENT SURVEY CONTROL
 QG1012  ___________________________________________________________________
 QG1012* NAD 83(1986)-  45 14 04.     (N)    069 29 14.     (W)     SCALED    
 QG1012* NAVD 88     -       209.660  (meters)     687.86   (feet)  ADJUSTED  
 QG1012  ___________________________________________________________________
 QG1012  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 QG1012  DYNAMIC HT  -         209.652 (meters)     687.83  (feet)  COMP
 QG1012  MODELED GRAV-     980,575.7   (mgal)                       NAVD 88
 QG1012
 QG1012  VERT ORDER  -  FIRST     CLASS II
 QG1012
 QG1012.The horizontal coordinates were scaled from a topographic map and have
 QG1012.an estimated accuracy of +/- 6 seconds.
 QG1012
 QG1012.The orthometric height was determined by differential leveling
 QG1012.and adjusted by the National Geodetic Survey in June 1991..
 QG1012
 QG1012.The geoid height was determined by GEOID03.
 QG1012
 QG1012.The dynamic height is computed by dividing the NAVD 88
 QG1012.geopotential number by the normal gravity value computed on the
 QG1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1012.degrees latitude (g = 980.6199 gals.).
 QG1012
 QG1012.The modeled gravity was interpolated from observed gravity values.
 QG1012
 QG1012;                    North         East    Units  Estimated Accuracy
 QG1012;SPC ME E     -   174,670.      222,490.      MT  (+/- 180 meters Scaled)
 QG1012
 QG1012                          SUPERSEDED SURVEY CONTROL
 QG1012
 QG1012.No superseded survey control is available for this station.
 QG1012
 QG1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL617091(NAD 83)
 QG1012_MARKER: DB = BENCH MARK DISK
 QG1012_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QG1012_SP_SET: STAINLESS STEEL ROD
 QG1012_STAMPING: P 178 1978
 QG1012_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG1012
 QG1012  HISTORY     - Date     Condition        Report By
 QG1012  HISTORY     - 1978     MONUMENTED       NGS
 QG1012
 QG1012                          STATION DESCRIPTION
 QG1012
 QG1012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1012'3.65 MI SOUTH FROM MONSON.
 QG1012'3.65 MILES SOUTH ALONG STATE HIGHWAY 6 FROM THE MONSON POST OFFICE,
 QG1012'45 FT EAST OF THE CENTER LINE OF THE HIGHWAY, 75 FT NORTHEAST OF
 QG1012'TELEPHONE POLE 632 WITH A BRACE POLE, 13 FT EAST OF THE MONSON
 QG1012'TOWN LINE MARKER, ACCESS MARK THROUGH A 4 INCH PLASTIC SCREW PLUG,
 QG1012'ALSO 3.85 MILES NORTH ALONG STATE HIGHWAY 6 FROM ITS JUNCTION WITH
 QG1012'STATE HIGHWAY 16 IN ABBOT VILLAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1039 ***********************************************************************
 QG1039  DESIGNATION -  P 179
 QG1039  PID         -  QG1039
 QG1039  STATE/COUNTY-  ME/PISCATAQUIS
 QG1039  USGS QUAD   -  GREENVILLE (1989)
 QG1039
 QG1039                         *CURRENT SURVEY CONTROL
 QG1039  ___________________________________________________________________
 QG1039* NAD 83(1986)-  45 25 47.     (N)    069 35 28.     (W)     SCALED    
 QG1039* NAVD 88     -       390.852  (meters)    1282.32   (feet)  ADJUSTED  
 QG1039  ___________________________________________________________________
 QG1039  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 QG1039  DYNAMIC HT  -         390.833 (meters)    1282.26  (feet)  COMP
 QG1039  MODELED GRAV-     980,556.1   (mgal)                       NAVD 88
 QG1039
 QG1039  VERT ORDER  -  FIRST     CLASS II
 QG1039
 QG1039.The horizontal coordinates were scaled from a topographic map and have
 QG1039.an estimated accuracy of +/- 6 seconds.
 QG1039
 QG1039.The orthometric height was determined by differential leveling
 QG1039.and adjusted by the National Geodetic Survey in June 1991..
 QG1039
 QG1039.The geoid height was determined by GEOID03.
 QG1039
 QG1039.The dynamic height is computed by dividing the NAVD 88
 QG1039.geopotential number by the normal gravity value computed on the
 QG1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1039.degrees latitude (g = 980.6199 gals.).
 QG1039
 QG1039.The modeled gravity was interpolated from observed gravity values.
 QG1039
 QG1039;                    North         East    Units  Estimated Accuracy
 QG1039;SPC ME E     -   196,480.      214,620.      MT  (+/- 180 meters Scaled)
 QG1039
 QG1039                          SUPERSEDED SURVEY CONTROL
 QG1039
 QG1039.No superseded survey control is available for this station.
 QG1039
 QG1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL537308(NAD 83)
 QG1039_MARKER: DB = BENCH MARK DISK
 QG1039_SETTING: 66 = SET IN ROCK OUTCROP
 QG1039_SP_SET: ROCK OUTCROP
 QG1039_STAMPING: P 179 1978
 QG1039_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG1039+STABILITY: POSITION/ELEVATION WELL
 QG1039
 QG1039  HISTORY     - Date     Condition        Report By
 QG1039  HISTORY     - 1978     MONUMENTED       NGS
 QG1039
 QG1039                          STATION DESCRIPTION
 QG1039
 QG1039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1039'2.0 MI SOUTH FROM GREENVILLE.
 QG1039'2.0 MILES SOUTH ALONG STATE HIGHWAY 6 FROM THE GREENVILLE TOWN HALL,
 QG1039'41.5 FT. EAST OF THE CENTER LINE OF THE HIGHWAY, 0.3 MILES NORTH
 QG1039'OF THE NORTH ENTRANCE TO A REST AREA, 0.1 MILES SOUTH OF A PAVED
 QG1039'ROAD LEADING EAST, 76.5 FT. SOUTH OF POWER POLE 998 37 WITH TWO
 QG1039'GUY WIRES EXTENDING ACROSS THE STREET AND A TELEPHONE JUNCTION BOX
 QG1039'ON A POLE 7.0 FT. EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1072 ***********************************************************************
 QG1072  DESIGNATION -  P 180
 QG1072  PID         -  QG1072
 QG1072  STATE/COUNTY-  ME/SOMERSET
 QG1072  USGS QUAD   -  MOUNT KINEO (1989)
 QG1072
 QG1072                         *CURRENT SURVEY CONTROL
 QG1072  ___________________________________________________________________
 QG1072* NAD 83(1986)-  45 39 07.     (N)    069 44 39.     (W)     SCALED    
 QG1072* NAVD 88     -       314.049  (meters)    1030.34   (feet)  ADJUSTED  
 QG1072  ___________________________________________________________________
 QG1072  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 QG1072  DYNAMIC HT  -         314.042 (meters)    1030.32  (feet)  COMP
 QG1072  MODELED GRAV-     980,584.0   (mgal)                       NAVD 88
 QG1072
 QG1072  VERT ORDER  -  FIRST     CLASS II
 QG1072
 QG1072.The horizontal coordinates were scaled from a topographic map and have
 QG1072.an estimated accuracy of +/- 6 seconds.
 QG1072
 QG1072.The orthometric height was determined by differential leveling
 QG1072.and adjusted by the National Geodetic Survey in June 1991..
 QG1072
 QG1072.The geoid height was determined by GEOID03.
 QG1072
 QG1072.The dynamic height is computed by dividing the NAVD 88
 QG1072.geopotential number by the normal gravity value computed on the
 QG1072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1072.degrees latitude (g = 980.6199 gals.).
 QG1072
 QG1072.The modeled gravity was interpolated from observed gravity values.
 QG1072
 QG1072;                    North         East    Units  Estimated Accuracy
 QG1072;SPC ME W     -   313,270.      932,930.      MT  (+/- 180 meters Scaled)
 QG1072
 QG1072                          SUPERSEDED SURVEY CONTROL
 QG1072
 QG1072.No superseded survey control is available for this station.
 QG1072
 QG1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL420556(NAD 83)
 QG1072_MARKER: DB = BENCH MARK DISK
 QG1072_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QG1072_SP_SET: CONCRETE ABUTMENT
 QG1072_STAMPING: P 180 1978
 QG1072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG1072
 QG1072  HISTORY     - Date     Condition        Report By
 QG1072  HISTORY     - 1978     MONUMENTED       NGS
 QG1072
 QG1072                          STATION DESCRIPTION
 QG1072
 QG1072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1072'1.8 MI SOUTH FROM ROCKWOOD.
 QG1072'0.25 MILES SOUTHWEST ALONG LAKE STREET FROM THE ROCKWOOD POST OFFICE
 QG1072'THENCE 1.55 MILES SOUTH ALONG STATE HIGHWAY 6, 106.6 FT. EAST OF THE
 QG1072'CENTER LINE OF THE HIGHWAY, SET IN TOP AND 19.0 FT. EAST OF THE
 QG1072'WEST END OF THE NORTH ABUTMENT OF A SPILLWAY,AT THE WEST OUTLET OF
 QG1072'THE KENNEBEC RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0045 ***********************************************************************
 QH0045  DESIGNATION -  P 181
 QH0045  PID         -  QH0045
 QH0045  STATE/COUNTY-  ME/SOMERSET
 QH0045  USGS QUAD   -  LONG POND (1989)
 QH0045
 QH0045                         *CURRENT SURVEY CONTROL
 QH0045  ___________________________________________________________________
 QH0045* NAD 83(1986)-  45 37 17.     (N)    070 06 55.     (W)     SCALED    
 QH0045* NAVD 88     -       376.850  (meters)    1236.38   (feet)  ADJUSTED  
 QH0045  ___________________________________________________________________
 QH0045  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 QH0045  DYNAMIC HT  -         376.834 (meters)    1236.33  (feet)  COMP
 QH0045  MODELED GRAV-     980,562.5   (mgal)                       NAVD 88
 QH0045
 QH0045  VERT ORDER  -  FIRST     CLASS II
 QH0045
 QH0045.The horizontal coordinates were scaled from a topographic map and have
 QH0045.an estimated accuracy of +/- 6 seconds.
 QH0045
 QH0045.The orthometric height was determined by differential leveling
 QH0045.and adjusted by the National Geodetic Survey in June 1991..
 QH0045
 QH0045.The geoid height was determined by GEOID03.
 QH0045
 QH0045.The dynamic height is computed by dividing the NAVD 88
 QH0045.geopotential number by the normal gravity value computed on the
 QH0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QH0045.degrees latitude (g = 980.6199 gals.).
 QH0045
 QH0045.The modeled gravity was interpolated from observed gravity values.
 QH0045
 QH0045;                    North         East    Units  Estimated Accuracy
 QH0045;SPC ME W     -   309,790.      904,010.      MT  (+/- 180 meters Scaled)
 QH0045
 QH0045                          SUPERSEDED SURVEY CONTROL
 QH0045
 QH0045.No superseded survey control is available for this station.
 QH0045
 QH0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL130525(NAD 83)
 QH0045_MARKER: DB = BENCH MARK DISK
 QH0045_SETTING: 66 = SET IN ROCK OUTCROP
 QH0045_SP_SET: ROCK OUTCROP
 QH0045_STAMPING: P 181 1978
 QH0045_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QH0045+STABILITY: POSITION/ELEVATION WELL
 QH0045
 QH0045  HISTORY     - Date     Condition        Report By
 QH0045  HISTORY     - 1978     MONUMENTED       NGS
 QH0045
 QH0045                          STATION DESCRIPTION
 QH0045
 QH0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QH0045'7.6 MI EAST FROM JACKMAN.
 QH0045'0.5 MILES SOUTHEAST ALONG STATE HIGHWAY 6 FROM ITS JUNCTION WITH THE
 QH0045'CANADIAN PACIFIC RAILROAD AT JACKMAN, THENCE 7.1 MILES EAST ALONG
 QH0045'STATE HIGHWAY 6, 17.0 FT. SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 QH0045'0.15 MILES WEST OF THE WEST END OF A CURVE IN THE HIGHWAY, 96.5 FT.
 QH0045'EAST OF POWER POLE 121, 77.0 FT. EAST-SOUTHEAST OF THE INTERSECTION
 QH0045'OF A GRAVEL ROAD LEADING NORTHEAST TO A WOOD FRAME HOUSE AND THE
 QH0045'HIGHWAY, 33.0 FT. NORTH-NORTHEAST OF A TRIANGULAR BLAZED TREE 0.6 FT.
 QH0045'IN DIAMETER, 25.4 FT. NORTH-NORTHWEST OF A TRIANGULAR BLAZED TREE
 QH0045'0.6 FT. IN DIAMETER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0066 ***********************************************************************
 QH0066  DESIGNATION -  P 182
 QH0066  PID         -  QH0066
 QH0066  STATE/COUNTY-  ME/SOMERSET
 QH0066  USGS QUAD   -  JACKMAN (1989)
 QH0066
 QH0066                         *CURRENT SURVEY CONTROL
 QH0066  ___________________________________________________________________
 QH0066* NAD 83(1996)-  45 41 59.01724(N)    070 17 08.97975(W)     ADJUSTED  
 QH0066* NAVD 88     -       445.466  (meters)    1461.50   (feet)  ADJUSTED  
 QH0066  ___________________________________________________________________
 QH0066  X           -   1,505,347.130 (meters)                     COMP
 QH0066  Y           -  -4,200,996.957 (meters)                     COMP
 QH0066  Z           -   4,542,301.167 (meters)                     COMP
 QH0066  LAPLACE CORR-           4.73  (seconds)                    DEFLEC99
 QH0066  ELLIP HEIGHT-         419.95  (meters)          (01/07/02) GPS OBS
 QH0066  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 QH0066  DYNAMIC HT  -         445.449 (meters)    1461.44  (feet)  COMP
 QH0066  MODELED GRAV-     980,564.8   (mgal)                       NAVD 88
 QH0066
 QH0066  HORZ ORDER  -  B
 QH0066  VERT ORDER  -  FIRST     CLASS II
 QH0066  ELLP ORDER  -  FIFTH     CLASS I
 QH0066
 QH0066.The horizontal coordinates were established by GPS observations
 QH0066.and adjusted by the National Geodetic Survey in July 1997..
 QH0066
 QH0066.The orthometric height was determined by differential leveling
 QH0066.and adjusted by the National Geodetic Survey in June 1991..
 QH0066
 QH0066.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QH0066
 QH0066.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0066
 QH0066.The ellipsoidal height was determined by GPS observations
 QH0066.and is referenced to NAD 83.
 QH0066
 QH0066.The geoid height was determined by GEOID03.
 QH0066
 QH0066.The dynamic height is computed by dividing the NAVD 88
 QH0066.geopotential number by the normal gravity value computed on the
 QH0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QH0066.degrees latitude (g = 980.6199 gals.).
 QH0066
 QH0066.The modeled gravity was interpolated from observed gravity values.
 QH0066
 QH0066;                    North         East     Units Scale Factor Converg.
 QH0066;SPC ME W     -   318,502.660   890,719.898   MT  0.99996773   -0 05 07.0
 QH0066;UTM  19      - 5,061,489.940   399,898.376   MT  0.99972319   -0 55 13.2
 QH0066
 QH0066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0066!SPC ME W     -   0.99993417  x   0.99996773  =   0.99990190
 QH0066!UTM  19      -   0.99993417  x   0.99972319  =   0.99965738
 QH0066
 QH0066                          SUPERSEDED SURVEY CONTROL
 QH0066
 QH0066  ELLIP H (07/24/97)  419.95   (m)                       GP(       ) 1 1
 QH0066  NAD 83(1992)-  45 41 59.01678(N)    070 17 08.97855(W) AD(1995.00) 1
 QH0066  ELLIP H (04/19/96)  419.94   (m)                       GP(1995.00) 3 1
 QH0066  NAD 83(1986)-  45 41 59.02202(N)    070 17 08.98832(W) AD(       ) B
 QH0066  NAD 83(1992)-  45 41 59.01527(N)    070 17 08.97871(W) AD(       ) B
 QH0066  ELLIP H (04/16/93)  419.97   (m)                       GP(       ) 4 1
 QH0066  NAVD 88 (04/16/93)  445.47   (m)         1461.5    (f) LEVELING    3  
 QH0066
 QH0066.Superseded values are not recommended for survey control.
 QH0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0066.See file dsdata.txt to determine how the superseded data were derived.
 QH0066
 QH0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL9989861490(NAD 83)
 QH0066_MARKER: DV = VERTICAL CONTROL DISK
 QH0066_SETTING: 66 = SET IN ROCK OUTCROP
 QH0066_SP_SET: ROCK OUTCROP
 QH0066_STAMPING: P 182 1978
 QH0066_MARK LOGO: NGS   
 QH0066_MAGNETIC: N = NO MAGNETIC MATERIAL
 QH0066_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QH0066+STABILITY: POSITION/ELEVATION WELL
 QH0066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QH0066+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2000
 QH0066
 QH0066  HISTORY     - Date     Condition        Report By
 QH0066  HISTORY     - 1978     MONUMENTED       NGS
 QH0066  HISTORY     - 19920629 GOOD             NGS
 QH0066  HISTORY     - 19951108 GOOD             CHANCE
 QH0066  HISTORY     - 20000424 GOOD             NGS
 QH0066
 QH0066                          STATION DESCRIPTION
 QH0066
 QH0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QH0066'5.7 MI NW FROM JACKMAN.
 QH0066'5.7 MILES NORTHWEST ALONG STATE HIGHWAY 6 FROM ITS JUNCTION WITH THE
 QH0066'CANADIAN PACIFIC RAILROAD AT JACKMAN, 35.5 FT. SOUTHEAST OF THE CENTER
 QH0066'LINE OF THE HIGHWAY, 127.0 FT. WEST-SOUTHWEST OF THE SOUTHWEST CORNER
 QH0066'OF A TWO STORY WOOD FRAME HOUSE, 66.0 FT. SOUTHEAST OF POWER POLE
 QH0066'36 8 123 WITH TWO GUY WIRES, 28.5 FT. NORTH-NORTHWEST OF A GRAVEL
 QH0066'DRIVE LEADING EAST-NORTHEAST TO THE HOUSE.
 QH0066
 QH0066                          STATION RECOVERY (1992)
 QH0066
 QH0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 QH0066'THE STATION IS LOCATED ABOUT 16.0 KM (9.95 MI) SOUTHEAST OF THE
 QH0066'CANADIAN BORDER, 10.5 KM (6.50 MI) NORTHWEST OF JACKMAN, IN A ROCK
 QH0066'OUTCROP.  OWNERSHIP--UNKNOWN.
 QH0066'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 15 AND U.S.
 QH0066'HIGHWAY 201 (6) IN JACKMAN, GO NORTH ON U.S. 201 (S.R. 6) FOR 1.0 KM
 QH0066'(0.60 MI) TO A RAILROAD CROSSING.  CONTINUE NORTH ON S.R. 6 FOR 1.8
 QH0066'KM (1.10 MI) TO A BRIDGE OVER RIVER.  CONTINUE AHEAD AND GO NORTH FOR
 QH0066'3.0 KM (1.85 MI) TO AN EXXON GAS STATION ON THE LEFT.  CONTINUE AHEAD
 QH0066'AND GO 4.7 KM (2.90 MI) ON U.S. 201 (S.R. 6) TO THE STATION ON THE
 QH0066'RIGHT, IN FRONT OF A TWO STORY HOUSE.
 QH0066'LOCATED 10.8 M (35.4 FT) NORTHEAST FROM THE CENTERLINE OF THE ROAD,
 QH0066'8.8 M (28.9 FT) NORTH FROM THE CENTER OF A GRAVEL DRIVEWAY AND ABOUT
 QH0066'5 FEETABOVE THE PAVED ROAD.
 QH0066
 QH0066                          STATION RECOVERY (1995)
 QH0066
 QH0066'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (JF)
 QH0066'RECOVERED AS DESCRIBED.
 QH0066
 QH0066                          STATION RECOVERY (2000)
 QH0066
 QH0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 QH0066'RECOVERED AS DESCRIBED.  NOTE--THE EXXON SERVICE STATION MENTIONED IN
 QH0066'THE DESCRIPTION TO REACH IS NOW A MOBIL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1136 ***********************************************************************
 QG1136  DESIGNATION -  P 183
 QG1136  PID         -  QG1136
 QG1136  STATE/COUNTY-  ME/PISCATAQUIS
 QG1136  USGS QUAD   -  MILO NORTH (1988)
 QG1136
 QG1136                         *CURRENT SURVEY CONTROL
 QG1136  ___________________________________________________________________
 QG1136* NAD 83(1986)-  45 19 04.     (N)    068 53 33.     (W)     SCALED    
 QG1136* NAVD 88     -       132.291  (meters)     434.02   (feet)  ADJUSTED  
 QG1136  ___________________________________________________________________
 QG1136  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 QG1136  DYNAMIC HT  -         132.290 (meters)     434.02  (feet)  COMP
 QG1136  MODELED GRAV-     980,606.5   (mgal)                       NAVD 88
 QG1136
 QG1136  VERT ORDER  -  FIRST     CLASS II
 QG1136
 QG1136.The horizontal coordinates were scaled from a topographic map and have
 QG1136.an estimated accuracy of +/- 6 seconds.
 QG1136
 QG1136.The orthometric height was determined by differential leveling
 QG1136.and adjusted by the National Geodetic Survey in June 1991..
 QG1136
 QG1136.The geoid height was determined by GEOID03.
 QG1136
 QG1136.The dynamic height is computed by dividing the NAVD 88
 QG1136.geopotential number by the normal gravity value computed on the
 QG1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1136.degrees latitude (g = 980.6199 gals.).
 QG1136
 QG1136.The modeled gravity was interpolated from observed gravity values.
 QG1136
 QG1136;                    North         East    Units  Estimated Accuracy
 QG1136;SPC ME E     -   183,530.      269,230.      MT  (+/- 180 meters Scaled)
 QG1136
 QG1136                          SUPERSEDED SURVEY CONTROL
 QG1136
 QG1136.No superseded survey control is available for this station.
 QG1136
 QG1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL084182(NAD 83)
 QG1136_MARKER: DB = BENCH MARK DISK
 QG1136_SETTING: 80 = SET IN A BOULDER
 QG1136_SP_SET: BOULDER
 QG1136_STAMPING: P 183 1978
 QG1136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG1136+STABILITY: SURFACE MOTION
 QG1136
 QG1136  HISTORY     - Date     Condition        Report By
 QG1136  HISTORY     - 1978     MONUMENTED       NGS
 QG1136
 QG1136                          STATION DESCRIPTION
 QG1136
 QG1136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1136'11.8 MI NE FROM MILO.
 QG1136'8.8 MILES EAST ALONG OLD STATE HIGHWAY 16 FROM THE POST OFFICE AT
 QG1136'MILO, TO THE JUNCTION OF A GRAVEL ROAD (FORMERLY THE BANGOR AND
 QG1136'AROOSTOOK RAILROAD) LEADING NORTHWESTERLY FROM THE HIGHWAY, THENCE
 QG1136'2.95 MILES NORTHWEST ALONG THE ROAD, 28.0 FT. EAST NORTHEAST FROM THE
 QG1136'CENTER LINE OF THE ROAD, IN THE TOP OF A 7 BY 7-FT. BOULDER, MARK DOES
 QG1136'NOT CONFORM TO CURRENT NATIONAL GEODETIC SURVEY SPECIFICATIONS FOR THE
 QG1136'FIRST ORDER-CLASS THREE RELEVELING PROGRAM, INABILITY TO SUCCESSFULLY
 QG1136'ACQUIRE SUFFICIENT DEPTH WITH CLASS B ROD MARK AND ABSENCE OF ROCK
 QG1136'OUTCROP, AREA WAS ABUNDANT WITH GLACIAL TILL AND RAILROAD GRADE FILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1168 ***********************************************************************
 QG1168  DESIGNATION -  P 184
 QG1168  PID         -  QG1168
 QG1168  STATE/COUNTY-  ME/PENOBSCOT
 QG1168  USGS QUAD   -  LINCOLN CENTER (1988)
 QG1168
 QG1168                         *CURRENT SURVEY CONTROL
 QG1168  ___________________________________________________________________
 QG1168* NAD 83(1986)-  45 28 14.     (N)    068 23 23.     (W)     SCALED    
 QG1168* NAVD 88     -        52.886  (meters)     173.51   (feet)  ADJUSTED  
 QG1168  ___________________________________________________________________
 QG1168  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 QG1168  DYNAMIC HT  -          52.887 (meters)     173.51  (feet)  COMP
 QG1168  MODELED GRAV-     980,632.7   (mgal)                       NAVD 88
 QG1168
 QG1168  VERT ORDER  -  FIRST     CLASS II
 QG1168
 QG1168.The horizontal coordinates were scaled from a topographic map and have
 QG1168.an estimated accuracy of +/- 6 seconds.
 QG1168
 QG1168.The orthometric height was determined by differential leveling
 QG1168.and adjusted by the National Geodetic Survey in June 1991..
 QG1168
 QG1168.The geoid height was determined by GEOID03.
 QG1168
 QG1168.The dynamic height is computed by dividing the NAVD 88
 QG1168.geopotential number by the normal gravity value computed on the
 QG1168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1168.degrees latitude (g = 980.6199 gals.).
 QG1168
 QG1168.The modeled gravity was interpolated from observed gravity values.
 QG1168
 QG1168;                    North         East    Units  Estimated Accuracy
 QG1168;SPC ME E     -   200,440.      308,620.      MT  (+/- 180 meters Scaled)
 QG1168
 QG1168                          SUPERSEDED SURVEY CONTROL
 QG1168
 QG1168.No superseded survey control is available for this station.
 QG1168
 QG1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL477354(NAD 83)
 QG1168_MARKER: DB = BENCH MARK DISK
 QG1168_SETTING: 66 = SET IN ROCK OUTCROP
 QG1168_SP_SET: ROCK OUTCROP
 QG1168_STAMPING: P 184 1978
 QG1168_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG1168+STABILITY: POSITION/ELEVATION WELL
 QG1168
 QG1168  HISTORY     - Date     Condition        Report By
 QG1168  HISTORY     - 1978     MONUMENTED       NGS
 QG1168
 QG1168                          STATION DESCRIPTION
 QG1168
 QG1168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1168'1.1 MI SW FROM WINN.
 QG1168'1.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 2 FROM THE POST OFFICE AT WINN,
 QG1168'137.3 FT. NORTH-NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 116.9 FT.
 QG1168'NORTHWEST OF POWER POLE 230 38, 73.5 FT. WEST OF THE WEST CORNER OF A
 QG1168'TWO STORY WOOD FRAME HOUSE OWNED BY R. SAVAGE, 39.9 FT. NORTH-
 QG1168'NORTHWEST OF A TRIANGULAR BLAZED 15 INCH PINE TREE, 26.5 FT. NORTH OF
 QG1168'A TRIANGULAR BLAZED 12 INCH ASH TREE, 4.7 FT. SOUTHEAST OF THE SOUTH
 QG1168'BANK OF THE PENOBSCOT RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0486 ***********************************************************************
 RF0486  DESIGNATION -  P 185
 RF0486  PID         -  RF0486
 RF0486  STATE/COUNTY-  ME/AROOSTOOK
 RF0486  USGS QUAD   -  WINTERVILLE (1985)
 RF0486
 RF0486                         *CURRENT SURVEY CONTROL
 RF0486  ___________________________________________________________________
 RF0486* NAD 83(1986)-  46 56 50.     (N)    068 32 06.     (W)     SCALED    
 RF0486* NAVD 88     -       319.563  (meters)    1048.43   (feet)  ADJUSTED  
 RF0486  ___________________________________________________________________
 RF0486  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 RF0486  DYNAMIC HT  -         319.598 (meters)    1048.55  (feet)  COMP
 RF0486  MODELED GRAV-     980,711.7   (mgal)                       NAVD 88
 RF0486
 RF0486  VERT ORDER  -  FIRST     CLASS II
 RF0486
 RF0486.The horizontal coordinates were scaled from a topographic map and have
 RF0486.an estimated accuracy of +/- 6 seconds.
 RF0486
 RF0486.The orthometric height was determined by differential leveling
 RF0486.and adjusted by the National Geodetic Survey in June 1991..
 RF0486
 RF0486.The geoid height was determined by GEOID03.
 RF0486
 RF0486.The dynamic height is computed by dividing the NAVD 88
 RF0486.geopotential number by the normal gravity value computed on the
 RF0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0486.degrees latitude (g = 980.6199 gals.).
 RF0486
 RF0486.The modeled gravity was interpolated from observed gravity values.
 RF0486
 RF0486;                    North         East    Units  Estimated Accuracy
 RF0486;SPC ME E     -   364,560.      297,340.      MT  (+/- 180 meters Scaled)
 RF0486
 RF0486                          SUPERSEDED SURVEY CONTROL
 RF0486
 RF0486.No superseded survey control is available for this station.
 RF0486
 RF0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM353994(NAD 83)
 RF0486_MARKER: DB = BENCH MARK DISK
 RF0486_SETTING: 66 = SET IN ROCK OUTCROP
 RF0486_SP_SET: ROCK OUTCROP
 RF0486_STAMPING: P 185 1978
 RF0486_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0486+STABILITY: POSITION/ELEVATION WELL
 RF0486
 RF0486  HISTORY     - Date     Condition        Report By
 RF0486  HISTORY     - 1978     MONUMENTED       NGS
 RF0486
 RF0486                          STATION DESCRIPTION
 RF0486
 RF0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0486'7.1 MI SOUTH FROM EAGLE LAKE.
 RF0486'7.1 MILES SOUTH ALONG STATE HIGHWAY 11 FROM ST. MARYS CHURCH AT
 RF0486'EAGLE LAKE, 1.9 MILES SOUTHEAST OF THE PORTAGE LAKE TOWN LINE, 0.15
 RF0486'MILES SOUTHEAST OF THE Y-JUNCTION OF A DIRT ROAD LEADING NORTH, AT
 RF0486'THE SOUTHEAST END AND ON THE OUTSIDE OF A CURVE, SET IN A SLOPING ROCK
 RF0486'OUTCROP, 25.9 FT. NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 56.6
 RF0486'FT. NORTHEAST AND ACROSS THE HIGHWAY FROM POWER POLE 316, 10.9 FT.
 RF0486'SOUTH OF A SMALL TWIN TRUNK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0460 ***********************************************************************
 RF0460  DESIGNATION -  P 186
 RF0460  PID         -  RF0460
 RF0460  STATE/COUNTY-  ME/AROOSTOOK
 RF0460  USGS QUAD   -  ASHLAND (1986)
 RF0460
 RF0460                         *CURRENT SURVEY CONTROL
 RF0460  ___________________________________________________________________
 RF0460* NAD 83(1986)-  46 42 47.     (N)    068 27 23.     (W)     SCALED    
 RF0460* NAVD 88     -       244.130  (meters)     800.95   (feet)  ADJUSTED  
 RF0460  ___________________________________________________________________
 RF0460  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 RF0460  DYNAMIC HT  -         244.154 (meters)     801.03  (feet)  COMP
 RF0460  MODELED GRAV-     980,705.8   (mgal)                       NAVD 88
 RF0460
 RF0460  VERT ORDER  -  FIRST     CLASS II
 RF0460
 RF0460.The horizontal coordinates were scaled from a topographic map and have
 RF0460.an estimated accuracy of +/- 6 seconds.
 RF0460
 RF0460.The orthometric height was determined by differential leveling
 RF0460.and adjusted by the National Geodetic Survey in June 1991..
 RF0460
 RF0460.The geoid height was determined by GEOID03.
 RF0460
 RF0460.The dynamic height is computed by dividing the NAVD 88
 RF0460.geopotential number by the normal gravity value computed on the
 RF0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0460.degrees latitude (g = 980.6199 gals.).
 RF0460
 RF0460.The modeled gravity was interpolated from observed gravity values.
 RF0460
 RF0460;                    North         East    Units  Estimated Accuracy
 RF0460;SPC ME E     -   338,530.      303,330.      MT  (+/- 180 meters Scaled)
 RF0460
 RF0460                          SUPERSEDED SURVEY CONTROL
 RF0460
 RF0460.No superseded survey control is available for this station.
 RF0460
 RF0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM415734(NAD 83)
 RF0460_MARKER: DB = BENCH MARK DISK
 RF0460_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RF0460_SP_SET: STAINLESS STEEL ROD
 RF0460_STAMPING: P 186 1978
 RF0460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0460
 RF0460  HISTORY     - Date     Condition        Report By
 RF0460  HISTORY     - 1978     MONUMENTED       NGS
 RF0460
 RF0460                          STATION DESCRIPTION
 RF0460
 RF0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0460'3.6 MI SOUTH FROM PORTAGE.
 RF0460'3.6 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT
 RF0460'PORTAGE, 0.85 MILE SOUTHEAST OF GRAVEL CROSS ROAD, 32.3 FEET
 RF0460'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, ON A 2-FOOT BANK, 0.5 MIL
 RF0460'MILES NORTH OF THE JUNCTION OF A DIRT ROAD LEADING SOUTHWEST TO
 RF0460'PINKHAM LUMBER COMPANY, 50.0 FEET EAST OF A 10-INCH TRIANGLE BLAZED
 RF0460'WHITE BIRCH, 3.1 FEET SOUTHEAST OF A POWER POLE. THE DISK IS 3-INCH
 RF0460'ES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC
 RF0460'SCREW PLUG FLUSH  WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0376 ***********************************************************************
 RF0376  DESIGNATION -  P 187
 RF0376  PID         -  RF0376
 RF0376  STATE/COUNTY-  ME/AROOSTOOK
 RF0376  USGS QUAD   -  BIG MACHIAS LAKE (1985)
 RF0376
 RF0376                         *CURRENT SURVEY CONTROL
 RF0376  ___________________________________________________________________
 RF0376* NAD 83(1986)-  46 41 18.     (N)    068 47 10.     (W)     SCALED    
 RF0376* NAVD 88     -       279.925  (meters)     918.39   (feet)  ADJUSTED  
 RF0376  ___________________________________________________________________
 RF0376  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 RF0376  DYNAMIC HT  -         279.947 (meters)     918.46  (feet)  COMP
 RF0376  MODELED GRAV-     980,685.4   (mgal)                       NAVD 88
 RF0376
 RF0376  VERT ORDER  -  FIRST     CLASS II
 RF0376
 RF0376.The horizontal coordinates were scaled from a topographic map and have
 RF0376.an estimated accuracy of +/- 6 seconds.
 RF0376
 RF0376.The orthometric height was determined by differential leveling
 RF0376.and adjusted by the National Geodetic Survey in June 1991..
 RF0376
 RF0376.The geoid height was determined by GEOID03.
 RF0376
 RF0376.The dynamic height is computed by dividing the NAVD 88
 RF0376.geopotential number by the normal gravity value computed on the
 RF0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0376.degrees latitude (g = 980.6199 gals.).
 RF0376
 RF0376.The modeled gravity was interpolated from observed gravity values.
 RF0376
 RF0376;                    North         East    Units  Estimated Accuracy
 RF0376;SPC ME E     -   335,820.      278,120.      MT  (+/- 180 meters Scaled)
 RF0376
 RF0376                          SUPERSEDED SURVEY CONTROL
 RF0376
 RF0376.No superseded survey control is available for this station.
 RF0376
 RF0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM163705(NAD 83)
 RF0376_MARKER: DB = BENCH MARK DISK
 RF0376_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RF0376_SP_SET: STAINLESS STEEL ROD
 RF0376_STAMPING: P 187 1978
 RF0376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0376
 RF0376  HISTORY     - Date     Condition        Report By
 RF0376  HISTORY     - 1978     MONUMENTED       NGS
 RF0376
 RF0376                          STATION DESCRIPTION
 RF0376
 RF0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0376'15.2 MI WEST FROM SIX MILE CHECK POINT.
 RF0376'10.85 MILES WEST ALONG AMERICAN REALTY ROAD FROM SIX MILE CHECK
 RF0376'POINT, THENCE 4.35 MILES NORTHWEST ALONG THE MAIN TRAVELED GRAVEL
 RF0376'ROAD, 0.55 MILE NORTHWEST OF THE T-JUNCTION OF THE MAIN ENTRANCE
 RF0376'TO A MAINE STATE FORESTRY SERVICE OFFICE, 0.4 MILE NORTHWEST OF
 RF0376'THE Y-JUNCTION OF A DIRT ROAD LEADING EAST, 0.05 MILE SOUTHEAST
 RF0376'OF A SMALL WOODEN BRIDGE OVER TWENTY MILE BROOK, AT THE T-JUNCTION
 RF0376'OF THE ENTRANCE TO TWENTY MILE CAMP SITES, 29.0 FEET SOUTHWEST OF
 RF0376'THE CENTER LINE OF THE ROAD, 49.0 FEET NORTHWEST OF THE CENTER
 RF0376'LINE OF THE ENTRANCE, 4.0 FEET NORTHWEST OF A 6-INCH WOOD POST
 RF0376'TO A TWENTY MILE CAMP SITE SIGN. THE DISK IS 3 INCHES BELOW GROUND,
 RF0376'ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1192 ***********************************************************************
 QG1192  DESIGNATION -  P 187 X
 QG1192  PID         -  QG1192
 QG1192  STATE/COUNTY-  ME/AROOSTOOK
 QG1192  USGS QUAD   -  WYTOPITLOCK (1988)
 QG1192
 QG1192                         *CURRENT SURVEY CONTROL
 QG1192  ___________________________________________________________________
 QG1192* NAD 83(1986)-  45 39 20.     (N)    068 05 55.     (W)     SCALED    
 QG1192* NAVD 88     -       125.612  (meters)     412.11   (feet)  ADJUSTED  
 QG1192  ___________________________________________________________________
 QG1192  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 QG1192  DYNAMIC HT  -         125.614 (meters)     412.12  (feet)  COMP
 QG1192  MODELED GRAV-     980,630.8   (mgal)                       NAVD 88
 QG1192
 QG1192  VERT ORDER  -  FIRST     CLASS II
 QG1192
 QG1192.The horizontal coordinates were scaled from a topographic map and have
 QG1192.an estimated accuracy of +/- 6 seconds.
 QG1192
 QG1192.The orthometric height was determined by differential leveling
 QG1192.and adjusted by the National Geodetic Survey in June 1991..
 QG1192
 QG1192.The geoid height was determined by GEOID03.
 QG1192
 QG1192.The dynamic height is computed by dividing the NAVD 88
 QG1192.geopotential number by the normal gravity value computed on the
 QG1192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1192.degrees latitude (g = 980.6199 gals.).
 QG1192
 QG1192.The modeled gravity was interpolated from observed gravity values.
 QG1192
 QG1192;                    North         East    Units  Estimated Accuracy
 QG1192;SPC ME E     -   221,070.      331,280.      MT  (+/- 180 meters Scaled)
 QG1192
 QG1192                          SUPERSEDED SURVEY CONTROL
 QG1192
 QG1192.No superseded survey control is available for this station.
 QG1192
 QG1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL702561(NAD 83)
 QG1192_MARKER: DB = BENCH MARK DISK
 QG1192_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QG1192_SP_SET: STAINLESS STEEL ROD
 QG1192_STAMPING: P 187 X 1978
 QG1192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG1192
 QG1192  HISTORY     - Date     Condition        Report By
 QG1192  HISTORY     - 1978     MONUMENTED       NGS
 QG1192
 QG1192                          STATION DESCRIPTION
 QG1192
 QG1192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1192'1.1 MI NE FROM WTOPITLOCK.
 QG1192'1.1 MILES NORTHWEST ALONG STATE HIGHWAY 171 FROM THE CANADIAN PACIFIC
 QG1192'RAILROAD CROSSING AT WYTOPITLOCK, 123 YARDS SOUTH SOUTHEAST OF A
 QG1192'GRAVEL DRIVE LEADING EAST NORTHEAST FROM THE HIGHWAY TO A TWO STORY
 QG1192'WOOD FRAME HOUSE, 43.6 FT. EAST OF THE JUNCTION OF A GRAVE DRIVE
 QG1192'LEADING WEST SOUTHWEST FROM THE HIGHWAY TO A MOBILE HOME, 23.9 FT.
 QG1192'EAST NORTHEAST OF CENTER LINE OF HIGHWAY, 3.6 FT. NORTH NORTHWEST OF
 QG1192'POWER POLE 27 1137 WITH ONE TRANSFORMER AND ONE GUY WIRE TO GROUND.
 QG1192'DISK IS 3 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4
 QG1192'INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0400 ***********************************************************************
 RF0400  DESIGNATION -  P 188
 RF0400  PID         -  RF0400
 RF0400  STATE/COUNTY-  ME/AROOSTOOK
 RF0400  USGS QUAD   -  THIRD MUSQUACOOK LAKE (1986)
 RF0400
 RF0400                         *CURRENT SURVEY CONTROL
 RF0400  ___________________________________________________________________
 RF0400* NAD 83(1986)-  46 36 37.     (N)    069 08 59.     (W)     SCALED    
 RF0400* NAVD 88     -       354.142  (meters)    1161.88   (feet)  ADJUSTED  
 RF0400  ___________________________________________________________________
 RF0400  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 RF0400  DYNAMIC HT  -         354.164 (meters)    1161.95  (feet)  COMP
 RF0400  MODELED GRAV-     980,665.1   (mgal)                       NAVD 88
 RF0400  OBS GRAVITY -     980,659.4   (mgal)                       GRAV_OBS
 RF0400
 RF0400  VERT ORDER  -  FIRST     CLASS II
 RF0400
 RF0400.The horizontal coordinates were scaled from a topographic map and have
 RF0400.an estimated accuracy of +/- 6 seconds.
 RF0400
 RF0400.The orthometric height was determined by differential leveling
 RF0400.and adjusted by the National Geodetic Survey in June 1991..
 RF0400
 RF0400.The geoid height was determined by GEOID03.
 RF0400
 RF0400.The dynamic height is computed by dividing the NAVD 88
 RF0400.geopotential number by the normal gravity value computed on the
 RF0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0400.degrees latitude (g = 980.6199 gals.).
 RF0400
 RF0400.The modeled gravity was interpolated from observed gravity values.
 RF0400.The observed gravity was obtained from relative gravimeter ties
 RF0400.to the IGSN71 gravity network.
 RF0400
 RF0400;                    North         East    Units  Estimated Accuracy
 RF0400;SPC ME E     -   327,310.      250,230.      MT  (+/- 180 meters Scaled)
 RF0400
 RF0400                          SUPERSEDED SURVEY CONTROL
 RF0400
 RF0400.No superseded survey control is available for this station.
 RF0400
 RF0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM885618(NAD 83)
 RF0400_MARKER: DB = BENCH MARK DISK
 RF0400_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RF0400_SP_SET: STAINLESS STEEL ROD
 RF0400_STAMPING: P 188 1978
 RF0400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0400
 RF0400  HISTORY     - Date     Condition        Report By
 RF0400  HISTORY     - 1978     MONUMENTED       NGS
 RF0400  HISTORY     - 1982     GOOD             NGS
 RF0400
 RF0400                          STATION DESCRIPTION
 RF0400
 RF0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0400'0.9 MI SE FROM MUSQUACOOK CHECK POINT.
 RF0400'0.9 MILES SOUTHEAST ALONG THE MAIN TRAVELED GRAVEL ROAD FROM
 RF0400'MUSQUACOOK CHECK POINT, 0.6 MILE SOUTHEAST OF THE T-JUNCTION OF A
 RF0400'DIRT ROAD LEADING NORTHEAST TO SECOND MUSQUACOOK LAKE, 25.0 FEET
 RF0400'NORTHEAST OF THE CENTER LINE OF THE ROAD, 500.0 FEET SOUTHEAST END
 RF0400'OF AN 18-INCH METAL PIPE CULVERT UNDER THE ROAD, 11.0 FEET WEST OF
 RF0400'AN 8-INCH TRIANGLE BLAZED FIR TREE. THE DISK IS 2 INCHES BELOW
 RF0400'GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC PLUG.
 RF0400
 RF0400                          STATION RECOVERY (1982)
 RF0400
 RF0400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RF0400'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0437 ***********************************************************************
 RF0437  DESIGNATION -  P 189
 RF0437  PID         -  RF0437
 RF0437  STATE/COUNTY-  ME/AROOSTOOK
 RF0437  USGS QUAD   -  BEAVER POND SE (1986)
 RF0437
 RF0437                         *CURRENT SURVEY CONTROL
 RF0437  ___________________________________________________________________
 RF0437* NAD 83(1986)-  46 35 44.     (N)    069 45 30.     (W)     SCALED    
 RF0437* NAVD 88     -       357.013  (meters)    1171.30   (feet)  ADJUSTED  
 RF0437  ___________________________________________________________________
 RF0437  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 RF0437  DYNAMIC HT  -         357.023 (meters)    1171.33  (feet)  COMP
 RF0437  MODELED GRAV-     980,632.1   (mgal)                       NAVD 88
 RF0437
 RF0437  VERT ORDER  -  FIRST     CLASS II
 RF0437
 RF0437.The horizontal coordinates were scaled from a topographic map and have
 RF0437.an estimated accuracy of +/- 6 seconds.
 RF0437
 RF0437.The orthometric height was determined by differential leveling
 RF0437.and adjusted by the National Geodetic Survey in June 1991..
 RF0437
 RF0437.The geoid height was determined by GEOID03.
 RF0437
 RF0437.The dynamic height is computed by dividing the NAVD 88
 RF0437.geopotential number by the normal gravity value computed on the
 RF0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0437.degrees latitude (g = 980.6199 gals.).
 RF0437
 RF0437.The modeled gravity was interpolated from observed gravity values.
 RF0437
 RF0437;                    North         East    Units  Estimated Accuracy
 RF0437;SPC ME E     -   326,240.      203,590.      MT  (+/- 180 meters Scaled)
 RF0437
 RF0437                          SUPERSEDED SURVEY CONTROL
 RF0437
 RF0437.No superseded survey control is available for this station.
 RF0437
 RF0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM419605(NAD 83)
 RF0437_MARKER: DB = BENCH MARK DISK
 RF0437_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RF0437_SP_SET: STAINLESS STEEL ROD
 RF0437_STAMPING: P 189 1978
 RF0437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0437
 RF0437  HISTORY     - Date     Condition        Report By
 RF0437  HISTORY     - 1978     MONUMENTED       NGS
 RF0437
 RF0437                          STATION DESCRIPTION
 RF0437
 RF0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0437'13.7 MI EAST FROM DAAQUAM.
 RF0437'13.7 MILES EAST ALONG THE MAIN TRAVELED GRAVEL ROAD FROM THE U.S.
 RF0437'CUSTOM HOUSE OFFICE AT DAAQUAM, 3.45 MILES NORTHEAST OF THE
 RF0437'SOUTHEAST END OF A BRIDGE OVER THE ST. JOHNS RIVER, 1.9 MILES EAST
 RF0437'OF THE Y-JUNCTION OF A ROAD LEADING NORTH TO RED PINE GROVE CAMP
 RF0437'SITE, OPPOSITE A LONG CLEARING, 37.0 FEET SOUTH OF THE CENTER
 RF0437'LINE OF THE ROAD, 26.9 FEET EAST OF A 6-INCH TRIANGULAR BLAZED FIR
 RF0437'TREE. THE DISK IS 2 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD
 RF0437'THROUGH A 4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0042 ***********************************************************************
 QF0042  DESIGNATION -  P 19
 QF0042  PID         -  QF0042
 QF0042  STATE/COUNTY-  ME/WASHINGTON
 QF0042  USGS QUAD   -  WOODLAND (1987)
 QF0042
 QF0042                         *CURRENT SURVEY CONTROL
 QF0042  ___________________________________________________________________
 QF0042* NAD 83(1986)-  45 11 24.     (N)    067 26 00.     (W)     SCALED    
 QF0042* NAVD 88     -        44.618  (meters)     146.38   (feet)  ADJUSTED  
 QF0042  ___________________________________________________________________
 QF0042  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 QF0042  DYNAMIC HT  -          44.617 (meters)     146.38  (feet)  COMP
 QF0042  MODELED GRAV-     980,598.8   (mgal)                       NAVD 88
 QF0042
 QF0042  VERT ORDER  -  SECOND    CLASS 0
 QF0042
 QF0042.The horizontal coordinates were scaled from a topographic map and have
 QF0042.an estimated accuracy of +/- 6 seconds.
 QF0042
 QF0042.The orthometric height was determined by differential leveling
 QF0042.and adjusted by the National Geodetic Survey in June 1991..
 QF0042
 QF0042.The geoid height was determined by GEOID03.
 QF0042
 QF0042.The dynamic height is computed by dividing the NAVD 88
 QF0042.geopotential number by the normal gravity value computed on the
 QF0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0042.degrees latitude (g = 980.6199 gals.).
 QF0042
 QF0042.The modeled gravity was interpolated from observed gravity values.
 QF0042
 QF0042;                    North         East    Units  Estimated Accuracy
 QF0042;SPC ME E     -   169,810.      383,820.      MT  (+/- 180 meters Scaled)
 QF0042
 QF0042                          SUPERSEDED SURVEY CONTROL
 QF0042
 QF0042  NGVD 29 (??/??/92)   44.816  (m)          147.03   (f) ADJ UNCH    2 0
 QF0042
 QF0042.Superseded values are not recommended for survey control.
 QF0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0042.See file dsdata.txt to determine how the superseded data were derived.
 QF0042
 QF0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL230052(NAD 83)
 QF0042_MARKER: DB = BENCH MARK DISK
 QF0042_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QF0042_SP_SET: POWER LINE FOUNDATION
 QF0042_STAMPING: 147.034 P 19 1933
 QF0042_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QF0042
 QF0042  HISTORY     - Date     Condition        Report By
 QF0042  HISTORY     - 1933     MONUMENTED       CGS
 QF0042  HISTORY     - 1934     GOOD             NGS
 QF0042
 QF0042                          STATION DESCRIPTION
 QF0042
 QF0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 QF0042'1.9 MI NW FROM WOODLAND JUNCTION.
 QF0042'1.9 MILES NORTHWEST ALONG THE OLD ROADBED OF THE ABANDONED MAINE
 QF0042'CENTRAL RAILROAD FROM WOODLAND JUNCTION, WASHINGTON COUNTY, 15
 QF0042'YARDS NORTH OF THE OLD ROADBED, AT A POWER-TRANSMISSION LINE TOWER,
 QF0042'IN THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE FOUNDATION,
 QF0042'AND ABOUT 1 FOOT BELOW THE OLD ROADBED.  A STANDARD DISK STAMPED
 QF0042'147.034 P 19 1933.
 QF0042
 QF0042                          STATION RECOVERY (1934)
 QF0042
 QF0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QF0042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0420 ***********************************************************************
 RF0420  DESIGNATION -  P 190
 RF0420  PID         -  RF0420
 RF0420  STATE/COUNTY-  ME/AROOSTOOK
 RF0420  USGS QUAD   -  UMSASKIS LAKE WEST (1986)
 RF0420
 RF0420                         *CURRENT SURVEY CONTROL
 RF0420  ___________________________________________________________________
 RF0420* NAD 83(1986)-  46 36 54.     (N)    069 29 06.     (W)     SCALED    
 RF0420* NAVD 88     -       311.598  (meters)    1022.30   (feet)  ADJUSTED  
 RF0420  ___________________________________________________________________
 RF0420  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 RF0420  DYNAMIC HT  -         311.609 (meters)    1022.34  (feet)  COMP
 RF0420  MODELED GRAV-     980,641.6   (mgal)                       NAVD 88
 RF0420  OBS GRAVITY -     980,641.8   (mgal)                       GRAV_OBS
 RF0420
 RF0420  VERT ORDER  -  FIRST     CLASS II
 RF0420
 RF0420.The horizontal coordinates were scaled from a topographic map and have
 RF0420.an estimated accuracy of +/- 6 seconds.
 RF0420
 RF0420.The orthometric height was determined by differential leveling
 RF0420.and adjusted by the National Geodetic Survey in June 1991..
 RF0420
 RF0420.The geoid height was determined by GEOID03.
 RF0420
 RF0420.The dynamic height is computed by dividing the NAVD 88
 RF0420.geopotential number by the normal gravity value computed on the
 RF0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0420.degrees latitude (g = 980.6199 gals.).
 RF0420
 RF0420.The modeled gravity was interpolated from observed gravity values.
 RF0420.The observed gravity was obtained from relative gravimeter ties
 RF0420.to the IGSN71 gravity network.
 RF0420
 RF0420;                    North         East    Units  Estimated Accuracy
 RF0420;SPC ME E     -   328,100.      224,560.      MT  (+/- 180 meters Scaled)
 RF0420
 RF0420                          SUPERSEDED SURVEY CONTROL
 RF0420
 RF0420.No superseded survey control is available for this station.
 RF0420
 RF0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM628624(NAD 83)
 RF0420_MARKER: DB = BENCH MARK DISK
 RF0420_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RF0420_SP_SET: STAINLESS STEEL ROD
 RF0420_STAMPING: P 190 1978
 RF0420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0420
 RF0420  HISTORY     - Date     Condition        Report By
 RF0420  HISTORY     - 1978     MONUMENTED       NGS
 RF0420  HISTORY     - 1982     GOOD             NGS
 RF0420
 RF0420                          STATION DESCRIPTION
 RF0420
 RF0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0420'2.65 MI EAST FROM CLAYTON LAKE.
 RF0420'2.65 MILES EAST ALONG THE MAIN TRAVELED GRAVEL ROAD FROM THE POST
 RF0420'OFFICE AT CLAYTON LAKE, 1.55 MILES NORTHEAST OF THE Y-JUNCTION OF A
 RF0420'HEAVILY TRAVELED ROAD LEADING SOUTHEAST, 0.35 MILE SOUTH-SOUTHWEST
 RF0420'OF A SMALL BRIDGE OVER PRIESTLY BROOK, OPPOSITE AND EAST OF THE
 RF0420'Y-JUNCTION OF A LOGGING ROAD LEADING NORTHWEST, AT THE CREST OF A
 RF0420'HILL, 59.0 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 17.1 FEET
 RF0420'EAST OF AN 11-INCH TRIANGLE BLAZED FIR TREE. THE DISK IS 1-INCH
 RF0420'BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC
 RF0420'SCREW PLUG.
 RF0420
 RF0420                          STATION RECOVERY (1982)
 RF0420
 RF0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RF0420'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0284 ***********************************************************************
 QF0284  DESIGNATION -  P 191
 QF0284  PID         -  QF0284
 QF0284  STATE/COUNTY-  ME/WASHINGTON
 QF0284  USGS QUAD   -  BROOKTON (1988)
 QF0284
 QF0284                         *CURRENT SURVEY CONTROL
 QF0284  ___________________________________________________________________
 QF0284* NAD 83(1986)-  45 34 48.     (N)    067 47 52.     (W)     SCALED    
 QF0284* NAVD 88     -       157.951  (meters)     518.21   (feet)  ADJUSTED  
 QF0284  ___________________________________________________________________
 QF0284  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 QF0284  DYNAMIC HT  -         157.950 (meters)     518.21  (feet)  COMP
 QF0284  MODELED GRAV-     980,608.1   (mgal)                       NAVD 88
 QF0284
 QF0284  VERT ORDER  -  FIRST     CLASS II
 QF0284
 QF0284.The horizontal coordinates were scaled from a topographic map and have
 QF0284.an estimated accuracy of +/- 6 seconds.
 QF0284
 QF0284.The orthometric height was determined by differential leveling
 QF0284.and adjusted by the National Geodetic Survey in June 1991..
 QF0284
 QF0284.The geoid height was determined by GEOID03.
 QF0284
 QF0284.The dynamic height is computed by dividing the NAVD 88
 QF0284.geopotential number by the normal gravity value computed on the
 QF0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0284.degrees latitude (g = 980.6199 gals.).
 QF0284
 QF0284.The modeled gravity was interpolated from observed gravity values.
 QF0284
 QF0284;                    North         East    Units  Estimated Accuracy
 QF0284;SPC ME E     -   212,840.      354,800.      MT  (+/- 180 meters Scaled)
 QF0284
 QF0284                          SUPERSEDED SURVEY CONTROL
 QF0284
 QF0284.No superseded survey control is available for this station.
 QF0284
 QF0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL937480(NAD 83)
 QF0284_MARKER: DB = BENCH MARK DISK
 QF0284_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QF0284_SP_SET: STAINLESS STEEL ROD
 QF0284_STAMPING: P 191 1978
 QF0284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QF0284
 QF0284  HISTORY     - Date     Condition        Report By
 QF0284  HISTORY     - 1978     MONUMENTED       NGS
 QF0284
 QF0284                          STATION DESCRIPTION
 QF0284
 QF0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0284'3.6 MI NW FROM BROOKTON.
 QF0284'3.6 MILES NORTHWEST ALONG U.S. HIGHWAY 1 FROM THE CROSS ROADS OF
 QF0284'LAKE ROAD AND FOREST STATION ROAD AT BROOKTON, 31.0 FEET EAST OF
 QF0284'THE CENTER LINE OF HIGHWAY, 30.1 FEET NORTHWEST OF A TRIANGULAR
 QF0284'BLAZED 14-INCH POPLAR TREE, 4.8 FEET NORTHEAST OF A POWER POLE,
 QF0284'4.3 FEET SOUTHEAST OF A TELEPHONE POLE NUMBER 133. DISK IS 3 INCHES
 QF0284'BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW
 QF0284'PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0227 ***********************************************************************
 QF0227  DESIGNATION -  P 192
 QF0227  PID         -  QF0227
 QF0227  STATE/COUNTY-  ME/AROOSTOOK
 QF0227  USGS QUAD   -  NORTH AMITY (1989)
 QF0227
 QF0227                         *CURRENT SURVEY CONTROL
 QF0227  ___________________________________________________________________
 QF0227* NAD 83(1986)-  45 52 30.     (N)    067 51 10.     (W)     SCALED    
 QF0227* NAVD 88     -       149.923  (meters)     491.87   (feet)  ADJUSTED  
 QF0227  ___________________________________________________________________
 QF0227  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 QF0227  DYNAMIC HT  -         149.928 (meters)     491.89  (feet)  COMP
 QF0227  MODELED GRAV-     980,643.9   (mgal)                       NAVD 88
 QF0227
 QF0227  VERT ORDER  -  FIRST     CLASS II
 QF0227
 QF0227.The horizontal coordinates were scaled from a topographic map and have
 QF0227.an estimated accuracy of +/- 6 seconds.
 QF0227
 QF0227.The orthometric height was determined by differential leveling
 QF0227.and adjusted by the National Geodetic Survey in June 1991..
 QF0227
 QF0227.The geoid height was determined by GEOID03.
 QF0227
 QF0227.The dynamic height is computed by dividing the NAVD 88
 QF0227.geopotential number by the normal gravity value computed on the
 QF0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0227.degrees latitude (g = 980.6199 gals.).
 QF0227
 QF0227.The modeled gravity was interpolated from observed gravity values.
 QF0227
 QF0227;                    North         East    Units  Estimated Accuracy
 QF0227;SPC ME E     -   245,590.      350,240.      MT  (+/- 180 meters Scaled)
 QF0227
 QF0227                          SUPERSEDED SURVEY CONTROL
 QF0227
 QF0227.No superseded survey control is available for this station.
 QF0227
 QF0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL890807(NAD 83)
 QF0227_MARKER: DB = BENCH MARK DISK
 QF0227_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QF0227_SP_SET: CONCRETE BRIDGE WING WALL
 QF0227_STAMPING: P 192 1978
 QF0227_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QF0227
 QF0227  HISTORY     - Date     Condition        Report By
 QF0227  HISTORY     - 1978     MONUMENTED       NGS
 QF0227
 QF0227                          STATION DESCRIPTION
 QF0227
 QF0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0227'5.4 MI SOUTH FROM NORTH AMITY.
 QF0227'5.4 MILES SOUTH ALONG U.S. HIGHWAY 1 FROM THE AMITY BAPTIST CHURCH
 QF0227'AT NORTH AMITY TO A BRIDGE ACROSS THE GREENLEAF BRANCH, 33.6 FEET
 QF0227'SOUTHEAST OF CENTER LINE OF HIGHWAY. THE DISK SET IN TOP OF THE EAST
 QF0227'WING WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0205 ***********************************************************************
 QF0205  DESIGNATION -  P 193
 QF0205  PID         -  QF0205
 QF0205  STATE/COUNTY-  ME/WASHINGTON
 QF0205  USGS QUAD   -  LAMBERT LAKE (1988)
 QF0205
 QF0205                         *CURRENT SURVEY CONTROL
 QF0205  ___________________________________________________________________
 QF0205* NAD 83(1986)-  45 32 54.     (N)    067 31 02.     (W)     SCALED    
 QF0205* NAVD 88     -       134.159  (meters)     440.15   (feet)  ADJUSTED  
 QF0205  ___________________________________________________________________
 QF0205  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 QF0205  DYNAMIC HT  -         134.158 (meters)     440.15  (feet)  COMP
 QF0205  MODELED GRAV-     980,610.2   (mgal)                       NAVD 88
 QF0205
 QF0205  VERT ORDER  -  FIRST     CLASS II
 QF0205
 QF0205.The horizontal coordinates were scaled from a topographic map and have
 QF0205.an estimated accuracy of +/- 6 seconds.
 QF0205
 QF0205.The orthometric height was determined by differential leveling
 QF0205.and adjusted by the National Geodetic Survey in June 1991..
 QF0205
 QF0205.The geoid height was determined by GEOID03.
 QF0205
 QF0205.The dynamic height is computed by dividing the NAVD 88
 QF0205.geopotential number by the normal gravity value computed on the
 QF0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0205.degrees latitude (g = 980.6199 gals.).
 QF0205
 QF0205.The modeled gravity was interpolated from observed gravity values.
 QF0205
 QF0205;                    North         East    Units  Estimated Accuracy
 QF0205;SPC ME E     -   209,550.      376,740.      MT  (+/- 180 meters Scaled)
 QF0205
 QF0205                          SUPERSEDED SURVEY CONTROL
 QF0205
 QF0205.No superseded survey control is available for this station.
 QF0205
 QF0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL157449(NAD 83)
 QF0205_MARKER: DB = BENCH MARK DISK
 QF0205_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QF0205_SP_SET: STAINLESS STEEL ROD
 QF0205_STAMPING: P 193 1978
 QF0205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QF0205
 QF0205  HISTORY     - Date     Condition        Report By
 QF0205  HISTORY     - 1978     MONUMENTED       NGS
 QF0205
 QF0205                          STATION DESCRIPTION
 QF0205
 QF0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0205'0.7 MI NE FROM LAMBERT LAKE.
 QF0205'0.7 MILE NORTHEAST ALONG STATE HIGHWAY 6 FROM THE CANADIAN PACIFIC
 QF0205'RAILROAD CROSSING AT LAMBERT LAKE, 56 YARDS NORTHEAST OF THE CENTER
 QF0205'LINE OF A GRAVEL ROAD LEADING SOUTHEAST, 32.0 FEET SOUTHEAST OF THE
 QF0205'CENTER LINE OF HIGHWAY, 5.6 FEET SOUTHEAST OF POWER POLE NUMBER
 QF0205'62 WITH THREE TRANSFORMERS. DISK IS 5 INCHES BELOW GROUND, ACCESS
 QF0205'TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0251 ***********************************************************************
 QF0251  DESIGNATION -  P 194
 QF0251  PID         -  QF0251
 QF0251  STATE/COUNTY-  ME/WASHINGTON
 QF0251  USGS QUAD   -  PRINCETON (1990)
 QF0251
 QF0251                         *CURRENT SURVEY CONTROL
 QF0251  ___________________________________________________________________
 QF0251* NAD 83(1986)-  45 14 06.     (N)    067 35 08.     (W)     SCALED    
 QF0251* NAVD 88     -        67.566  (meters)     221.67   (feet)  ADJUSTED  
 QF0251  ___________________________________________________________________
 QF0251  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 QF0251  DYNAMIC HT  -          67.564 (meters)     221.67  (feet)  COMP
 QF0251  MODELED GRAV-     980,600.0   (mgal)                       NAVD 88
 QF0251
 QF0251  VERT ORDER  -  FIRST     CLASS II
 QF0251
 QF0251.The horizontal coordinates were scaled from a topographic map and have
 QF0251.an estimated accuracy of +/- 6 seconds.
 QF0251
 QF0251.The orthometric height was determined by differential leveling
 QF0251.and adjusted by the National Geodetic Survey in June 1991..
 QF0251
 QF0251.The geoid height was determined by GEOID03.
 QF0251
 QF0251.The dynamic height is computed by dividing the NAVD 88
 QF0251.geopotential number by the normal gravity value computed on the
 QF0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0251.degrees latitude (g = 980.6199 gals.).
 QF0251
 QF0251.The modeled gravity was interpolated from observed gravity values.
 QF0251
 QF0251;                    North         East    Units  Estimated Accuracy
 QF0251;SPC ME E     -   174,660.      371,800.      MT  (+/- 180 meters Scaled)
 QF0251
 QF0251                          SUPERSEDED SURVEY CONTROL
 QF0251
 QF0251.No superseded survey control is available for this station.
 QF0251
 QF0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL110100(NAD 83)
 QF0251_MARKER: DB = BENCH MARK DISK
 QF0251_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QF0251_SP_SET: STAINLESS STEEL ROD
 QF0251_STAMPING: P 194 1978
 QF0251_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QF0251
 QF0251  HISTORY     - Date     Condition        Report By
 QF0251  HISTORY     - 1978     MONUMENTED       NGS
 QF0251
 QF0251                          STATION DESCRIPTION
 QF0251
 QF0251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0251'0.8 MI NW FROM PRINCETON.
 QF0251'0.8 MILE NORTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 QF0251'PRINCETON, 173.0 FEET NORTH OF THE CENTER LINE OF A GRAVEL ROAD
 QF0251'LEADING EAST TO THE PLAY-STEAD LODGE AND COTTAGES, 122.8 FEET
 QF0251'NORTHWEST OF AND ACROSS HIGHWAY FROM POWER POLE NUMBER 9 330, 12.2
 QF0251'FEET SOUTH OF A 12-INCH PINE TREE. DISK IS 4 INCHES BELOW GROUND,
 QF0251'ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0526 ***********************************************************************
 RF0526  DESIGNATION -  P 195
 RF0526  PID         -  RF0526
 RF0526  STATE/COUNTY-  ME/AROOSTOOK
 RF0526  USGS QUAD   -  MC NALLY RIDGE (1986)
 RF0526
 RF0526                         *CURRENT SURVEY CONTROL
 RF0526  ___________________________________________________________________
 RF0526* NAD 83(1986)-  46 19 06.     (N)    068 21 24.     (W)     SCALED    
 RF0526* NAVD 88     -       328.018  (meters)    1076.17   (feet)  ADJUSTED  
 RF0526  ___________________________________________________________________
 RF0526  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 RF0526  DYNAMIC HT  -         328.036 (meters)    1076.23  (feet)  COMP
 RF0526  MODELED GRAV-     980,658.5   (mgal)                       NAVD 88
 RF0526
 RF0526  VERT ORDER  -  FIRST     CLASS II
 RF0526
 RF0526.The horizontal coordinates were scaled from a topographic map and have
 RF0526.an estimated accuracy of +/- 6 seconds.
 RF0526
 RF0526.The orthometric height was determined by differential leveling
 RF0526.and adjusted by the National Geodetic Survey in June 1991..
 RF0526
 RF0526.The geoid height was determined by GEOID03.
 RF0526
 RF0526.The dynamic height is computed by dividing the NAVD 88
 RF0526.geopotential number by the normal gravity value computed on the
 RF0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0526.degrees latitude (g = 980.6199 gals.).
 RF0526
 RF0526.The modeled gravity was interpolated from observed gravity values.
 RF0526
 RF0526;                    North         East    Units  Estimated Accuracy
 RF0526;SPC ME E     -   294,670.      311,040.      MT  (+/- 180 meters Scaled)
 RF0526
 RF0526                          SUPERSEDED SURVEY CONTROL
 RF0526
 RF0526.No superseded survey control is available for this station.
 RF0526
 RF0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM495296(NAD 83)
 RF0526_MARKER: DB = BENCH MARK DISK
 RF0526_SETTING: 66 = SET IN ROCK OUTCROP
 RF0526_SP_SET: LEDGE
 RF0526_STAMPING: P 195 1978
 RF0526_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0526+STABILITY: POSITION/ELEVATION WELL
 RF0526
 RF0526  HISTORY     - Date     Condition        Report By
 RF0526  HISTORY     - 1978     MONUMENTED       NGS
 RF0526
 RF0526                          STATION DESCRIPTION
 RF0526
 RF0526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0526'14.0 MI SOUTH FROM MASARDIS.
 RF0526'14.0 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE CONCRETE BRIDGE
 RF0526'OVER THE ST. CROIX STREAM AT MASARDIS, 0.35 MILE SOUTH OF THE T-
 RF0526'JUNCTION OF A DIRT ROAD LEADING EAST TO LEVESQUE CAMPS, AT A SMALL
 RF0526'CIRCULAR EXCAVATION, 108.0 FEET WEST OF THE CENTER LINE OF THE
 RF0526'HIGHWAY, 86.0 FEET WEST OF THE SOUTH END OF A 14-INCH METAL PIPE
 RF0526'CULVERT, 15.9 FEET NORTHWEST OF A 4-INCH WHITE BIRCH TREE, IN THE
 RF0526'TOP OF A FLAT SHALE LEDGE FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0452 ***********************************************************************
 RF0452  DESIGNATION -  P 196
 RF0452  PID         -  RF0452
 RF0452  STATE/COUNTY-  ME/AROOSTOOK
 RF0452  USGS QUAD   -  ASHLAND (1986)
 RF0452
 RF0452                         *CURRENT SURVEY CONTROL
 RF0452  ___________________________________________________________________
 RF0452* NAD 83(1986)-  46 38 00.     (N)    068 25 09.     (W)     SCALED    
 RF0452* NAVD 88     -       166.043  (meters)     544.76   (feet)  ADJUSTED  
 RF0452  ___________________________________________________________________
 RF0452  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 RF0452  DYNAMIC HT  -         166.060 (meters)     544.82  (feet)  COMP
 RF0452  MODELED GRAV-     980,709.7   (mgal)                       NAVD 88
 RF0452  OBS GRAVITY -     980,710.0   (mgal)                       GRAV_OBS
 RF0452
 RF0452  VERT ORDER  -  FIRST     CLASS II
 RF0452
 RF0452.The horizontal coordinates were scaled from a topographic map and have
 RF0452.an estimated accuracy of +/- 6 seconds.
 RF0452
 RF0452.The orthometric height was determined by differential leveling
 RF0452.and adjusted by the National Geodetic Survey in June 1991..
 RF0452
 RF0452.The geoid height was determined by GEOID03.
 RF0452
 RF0452.The dynamic height is computed by dividing the NAVD 88
 RF0452.geopotential number by the normal gravity value computed on the
 RF0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0452.degrees latitude (g = 980.6199 gals.).
 RF0452
 RF0452.The modeled gravity was interpolated from observed gravity values.
 RF0452.The observed gravity was obtained from relative gravimeter ties
 RF0452.to the IGSN71 gravity network.
 RF0452
 RF0452;                    North         East    Units  Estimated Accuracy
 RF0452;SPC ME E     -   329,670.      306,190.      MT  (+/- 180 meters Scaled)
 RF0452
 RF0452                          SUPERSEDED SURVEY CONTROL
 RF0452
 RF0452.No superseded survey control is available for this station.
 RF0452
 RF0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM444645(NAD 83)
 RF0452_MARKER: I = METAL ROD
 RF0452_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RF0452_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RF0452_STAMPING: P 196 1978
 RF0452_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0452+STABILITY: POSITION/ELEVATION WELL
 RF0452
 RF0452  HISTORY     - Date     Condition        Report By
 RF0452  HISTORY     - 1978     MONUMENTED       NGS
 RF0452
 RF0452                          STATION DESCRIPTION
 RF0452
 RF0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0452'1.0 MI NW FROM ASHLAND.
 RF0452'1.0 MILE NORTHERLY ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT
 RF0452'ASHLAND, AT THE T-JUNCTION OF THE HIGHWAY AND GARFIELD ROAD, ABOUT 56
 RF0452'FEET NORTH OF THE APPROXIMATE CENTER LINE OF THE HIGHWAY BRIDGE OVER
 RF0452'THE AROOSTOOK RIVER, 17 FT. WEST-NORTHWEST OF THE EDGE OF THE HIGHWAY
 RF0452'PAVEMENT, 73 FT. SOUTH-SOUTHEAST OF THE SOUTH EDGE OF PLATFORM WITH
 RF0452'TWO GAS PUMPS, 5.5 FT. WEST OF POWER POLE 6-1. THIS BENCH MARK HAS
 RF0452'BEEN DESIGNATED A BASIC NET A LEVEL LINE JUNCTION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0500 ***********************************************************************
 RF0500  DESIGNATION -  P 197
 RF0500  PID         -  RF0500
 RF0500  STATE/COUNTY-  ME/AROOSTOOK
 RF0500  USGS QUAD   -  MEDUXNEKEAG LAKE (1986)
 RF0500
 RF0500                         *CURRENT SURVEY CONTROL
 RF0500  ___________________________________________________________________
 RF0500* NAD 83(1986)-  46 06 28.     (N)    068 06 56.     (W)     SCALED    
 RF0500* NAVD 88     -       184.303  (meters)     604.67   (feet)  ADJUSTED  
 RF0500  ___________________________________________________________________
 RF0500  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 RF0500  DYNAMIC HT  -         184.310 (meters)     604.69  (feet)  COMP
 RF0500  MODELED GRAV-     980,647.5   (mgal)                       NAVD 88
 RF0500
 RF0500  VERT ORDER  -  FIRST     CLASS II
 RF0500
 RF0500.The horizontal coordinates were scaled from a topographic map and have
 RF0500.an estimated accuracy of +/- 6 seconds.
 RF0500
 RF0500.The orthometric height was determined by differential leveling
 RF0500.and adjusted by the National Geodetic Survey in June 1991..
 RF0500
 RF0500.The geoid height was determined by GEOID03.
 RF0500
 RF0500.The dynamic height is computed by dividing the NAVD 88
 RF0500.geopotential number by the normal gravity value computed on the
 RF0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0500.degrees latitude (g = 980.6199 gals.).
 RF0500
 RF0500.The modeled gravity was interpolated from observed gravity values.
 RF0500
 RF0500;                    North         East    Units  Estimated Accuracy
 RF0500;SPC ME E     -   271,320.      329,720.      MT  (+/- 180 meters Scaled)
 RF0500
 RF0500                          SUPERSEDED SURVEY CONTROL
 RF0500
 RF0500.No superseded survey control is available for this station.
 RF0500
 RF0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM683064(NAD 83)
 RF0500_MARKER: DB = BENCH MARK DISK
 RF0500_SETTING: 66 = SET IN ROCK OUTCROP
 RF0500_SP_SET: LEDGE
 RF0500_STAMPING: P 197 1978
 RF0500_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0500+STABILITY: POSITION/ELEVATION WELL
 RF0500
 RF0500  HISTORY     - Date     Condition        Report By
 RF0500  HISTORY     - 1978     MONUMENTED       NGS
 RF0500
 RF0500                          STATION DESCRIPTION
 RF0500
 RF0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0500'2.1 MI EAST FROM OAKFIELD.
 RF0500'2.1 MILES EAST ALONG AN ASPHALT ROAD FROM THE BANGOR AND AROOSTOOK
 RF0500'RAILROAD OVERPASS AT OAKFIELD, 0.1 MILE SOUTHWEST OF A 10 BY 10-FT.
 RF0500'BOX CULVERT FOR A CONNECTING CREEK BETWEEN SPAULDING LAKE AND LONG
 RF0500'LAKE, 39.0 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 89.1
 RF0500'FEET WEST OF AND ACROSS THE ROAD FROM POWER POLE NUMBER 475, ABOUT
 RF0500'427.0 FEET SOUTHWEST OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE
 RF0500'HEAD WALL TO THE BOX CULVERT, IN THE TOP OF A 2 BY 1-FT. EXPOSED
 RF0500'ROCK LEDGE 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0512 ***********************************************************************
 PD0512  DESIGNATION -  P 198
 PD0512  PID         -  PD0512
 PD0512  STATE/COUNTY-  ME/WASHINGTON
 PD0512  USGS QUAD   -  WEST LUBEC (1975)
 PD0512
 PD0512                         *CURRENT SURVEY CONTROL
 PD0512  ___________________________________________________________________
 PD0512* NAD 83(1986)-  44 51 11.     (N)    067 01 09.     (W)     SCALED    
 PD0512* NAVD 88     -        22.782  (meters)      74.74   (feet)  ADJUSTED  
 PD0512  ___________________________________________________________________
 PD0512  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 PD0512  DYNAMIC HT  -          22.782 (meters)      74.74  (feet)  COMP
 PD0512  MODELED GRAV-     980,623.6   (mgal)                       NAVD 88
 PD0512
 PD0512  VERT ORDER  -  FIRST     CLASS II
 PD0512
 PD0512.The horizontal coordinates were scaled from a topographic map and have
 PD0512.an estimated accuracy of +/- 6 seconds.
 PD0512
 PD0512.The orthometric height was determined by differential leveling
 PD0512.and adjusted by the National Geodetic Survey in June 1991..
 PD0512
 PD0512.The geoid height was determined by GEOID03.
 PD0512
 PD0512.The dynamic height is computed by dividing the NAVD 88
 PD0512.geopotential number by the normal gravity value computed on the
 PD0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0512.degrees latitude (g = 980.6199 gals.).
 PD0512
 PD0512.The modeled gravity was interpolated from observed gravity values.
 PD0512
 PD0512;                    North         East    Units  Estimated Accuracy
 PD0512;SPC ME E     -   132,880.      417,050.      MT  (+/- 180 meters Scaled)
 PD0512
 PD0512                          SUPERSEDED SURVEY CONTROL
 PD0512
 PD0512.No superseded survey control is available for this station.
 PD0512
 PD0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK565685(NAD 83)
 PD0512_MARKER: DB = BENCH MARK DISK
 PD0512_SETTING: 66 = SET IN ROCK OUTCROP
 PD0512_SP_SET: LEDGE
 PD0512_STAMPING: P 198 1978
 PD0512_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0512+STABILITY: POSITION/ELEVATION WELL
 PD0512
 PD0512  HISTORY     - Date     Condition        Report By
 PD0512  HISTORY     - 1978     MONUMENTED       NGS
 PD0512
 PD0512                          STATION DESCRIPTION
 PD0512
 PD0512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PD0512'0.9 MI NW FROM LUBEC.
 PD0512'0.9 MILE NORTHWEST ALONG THE NORTH LUBEC ROAD FROM THE JUNCTION OF
 PD0512'STATE HIGHWAY 189 AT LUBEC, AT THE NORTHEAST CORNER OF THE T-
 PD0512'JUNCTION OF A GRAVEL ROAD LEADING EAST, IN THE SOUTHWEST CORNER OF
 PD0512'A PASTURE, IN THE TOP OF A SLOPING LEDGE FLUSH WITH GROUND, 38.4
 PD0512'FEET EAST OF THE CENTER LINE OF THE ROAD, 46.4 FEET NORTH OF THE
 PD0512'CENTER LINE OF THE GRAVEL ROAD, 43.1 FEET SOUTHEAST OF POWER POLE
 PD0512'NUMBER 51.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0262 ***********************************************************************
 QG0262  DESIGNATION -  P 2
 QG0262  PID         -  QG0262
 QG0262  STATE/COUNTY-  ME/PENOBSCOT
 QG0262  USGS QUAD   -  SEBOEIS (1988)
 QG0262
 QG0262                         *CURRENT SURVEY CONTROL
 QG0262  ___________________________________________________________________
 QG0262* NAD 83(1986)-  45 22 02.     (N)    068 39 37.     (W)     SCALED    
 QG0262* NAVD 88     -        68.951  (meters)     226.22   (feet)  ADJUSTED  
 QG0262  ___________________________________________________________________
 QG0262  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 QG0262  DYNAMIC HT  -          68.952 (meters)     226.22  (feet)  COMP
 QG0262  MODELED GRAV-     980,623.1   (mgal)                       NAVD 88
 QG0262
 QG0262  VERT ORDER  -  FIRST     CLASS II
 QG0262
 QG0262.The horizontal coordinates were scaled from a topographic map and have
 QG0262.an estimated accuracy of +/- 6 seconds.
 QG0262
 QG0262.The orthometric height was determined by differential leveling
 QG0262.and adjusted by the National Geodetic Survey in June 1991..
 QG0262
 QG0262.The geoid height was determined by GEOID03.
 QG0262
 QG0262.The dynamic height is computed by dividing the NAVD 88
 QG0262.geopotential number by the normal gravity value computed on the
 QG0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0262.degrees latitude (g = 980.6199 gals.).
 QG0262
 QG0262.The modeled gravity was interpolated from observed gravity values.
 QG0262
 QG0262;                    North         East    Units  Estimated Accuracy
 QG0262;SPC ME E     -   188,960.      287,450.      MT  (+/- 180 meters Scaled)
 QG0262
 QG0262                          SUPERSEDED SURVEY CONTROL
 QG0262
 QG0262  NGVD 29 (??/??/92)   69.129  (m)          226.80   (f) ADJ UNCH    1 2
 QG0262
 QG0262.Superseded values are not recommended for survey control.
 QG0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0262.See file dsdata.txt to determine how the superseded data were derived.
 QG0262
 QG0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL266238(NAD 83)
 QG0262_MARKER: DB = BENCH MARK DISK
 QG0262_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QG0262_SP_SET: ABUTMENT
 QG0262_STAMPING: ELEV 226.801 FT P 2 1916
 QG0262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG0262
 QG0262  HISTORY     - Date     Condition        Report By
 QG0262  HISTORY     - 1916     MONUMENTED       CGS
 QG0262
 QG0262                          STATION DESCRIPTION
 QG0262
 QG0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1916
 QG0262'3 MI E FROM SEBOOIS.
 QG0262'3.0 MILES EAST ALONG THE CANADIAN PACIFIC RAILWAY FROM SEBOOIS,
 QG0262'PENOBSCOT COUNTY, 4.7 MILES SOUTHWEST OF WOODARD, 1.0 MILE
 QG0262'WEST OF THE 1934 SITE OF GILFORD, AT THE BRIDGE AT MILEAGE 80.41,
 QG0262'AND IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST WING
 QG0262'WALL OF THE NORTHEAST ABUTMENT.  A STANDARD DISK, STAMPED
 QG0262'ELEV 226.801 FT P 2 1916.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0518 ***********************************************************************
 PD0518  DESIGNATION -  P 200
 PD0518  PID         -  PD0518
 PD0518  STATE/COUNTY-  ME/WASHINGTON
 PD0518  USGS QUAD   -  EASTPORT (1977)
 PD0518
 PD0518                         *CURRENT SURVEY CONTROL
 PD0518  ___________________________________________________________________
 PD0518* NAD 83(1986)-  44 53 45.     (N)    067 00 04.     (W)     SCALED    
 PD0518* NAVD 88     -        13.109  (meters)      43.01   (feet)  ADJUSTED  
 PD0518  ___________________________________________________________________
 PD0518  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 PD0518  DYNAMIC HT  -          13.109 (meters)      43.01  (feet)  COMP
 PD0518  MODELED GRAV-     980,624.4   (mgal)                       NAVD 88
 PD0518
 PD0518  VERT ORDER  -  FIRST     CLASS II
 PD0518
 PD0518.The horizontal coordinates were scaled from a topographic map and have
 PD0518.an estimated accuracy of +/- 6 seconds.
 PD0518
 PD0518.The orthometric height was determined by differential leveling
 PD0518.and adjusted by the National Geodetic Survey in June 1991..
 PD0518
 PD0518.The geoid height was determined by GEOID03.
 PD0518
 PD0518.The dynamic height is computed by dividing the NAVD 88
 PD0518.geopotential number by the normal gravity value computed on the
 PD0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0518.degrees latitude (g = 980.6199 gals.).
 PD0518
 PD0518.The modeled gravity was interpolated from observed gravity values.
 PD0518
 PD0518;                    North         East    Units  Estimated Accuracy
 PD0518;SPC ME E     -   137,660.      418,390.      MT  (+/- 180 meters Scaled)
 PD0518
 PD0518                          SUPERSEDED SURVEY CONTROL
 PD0518
 PD0518.No superseded survey control is available for this station.
 PD0518
 PD0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK578733(NAD 83)
 PD0518_MARKER: DB = BENCH MARK DISK
 PD0518_SETTING: 66 = SET IN ROCK OUTCROP
 PD0518_SP_SET: OUTCROP
 PD0518_STAMPING: P 200 1978
 PD0518_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0518+STABILITY: POSITION/ELEVATION WELL
 PD0518
 PD0518  HISTORY     - Date     Condition        Report By
 PD0518  HISTORY     - 1978     MONUMENTED       NGS
 PD0518
 PD0518                          STATION DESCRIPTION
 PD0518
 PD0518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PD0518'1.6 MI SW FROM EASTPORT.
 PD0518'0.6 MILE WEST ALONG STATE HIGHWAY 190 FROM THE POST OFFICE AT
 PD0518'EASTPORT, THENCE 0.6 MILE SOUTH-SOUTHEAST ALONG A PAVED ROAD,
 PD0518'THENCE 0.4 MILE WEST ALONG A PAVED ROAD, 110.4 FEET WEST OF THE
 PD0518'WEST CORNER OF A GUARD HOUSE, 103.5 FEET NORTHEAST OF THE NORTH-
 PD0518'EAST CORNER OF A ONE STORY WOOD FRAME BUILDING HOUSING THE OFFICE
 PD0518'OF THE MEARL CORPORATION ESTEES HEAD PLANT, 35.7 FEET NORTHEAST OF
 PD0518'A POWER POLE WITH TWO GUY WIRES, 35.0 FEET SOUTHWEST OF THE CENTER
 PD0518'LINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0019 ***********************************************************************
 RE0019  DESIGNATION -  P 21
 RE0019  PID         -  RE0019
 RE0019  STATE/COUNTY-  ME/AROOSTOOK
 RE0019  USGS QUAD   -  BRIDGEWATER (1984)
 RE0019
 RE0019                         *CURRENT SURVEY CONTROL
 RE0019  ___________________________________________________________________
 RE0019* NAD 83(1986)-  46 24 24.     (N)    067 51 26.     (W)     SCALED    
 RE0019* NAVD 88     -       131.270  (meters)     430.68   (feet)  ADJUSTED  
 RE0019  ___________________________________________________________________
 RE0019  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 RE0019  DYNAMIC HT  -         131.280 (meters)     430.71  (feet)  COMP
 RE0019  MODELED GRAV-     980,685.5   (mgal)                       NAVD 88
 RE0019
 RE0019  VERT ORDER  -  SECOND    CLASS 0
 RE0019
 RE0019.The horizontal coordinates were scaled from a topographic map and have
 RE0019.an estimated accuracy of +/- 6 seconds.
 RE0019
 RE0019.The orthometric height was determined by differential leveling
 RE0019.and adjusted by the National Geodetic Survey in June 1991..
 RE0019
 RE0019.The geoid height was determined by GEOID03.
 RE0019
 RE0019.The dynamic height is computed by dividing the NAVD 88
 RE0019.geopotential number by the normal gravity value computed on the
 RE0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0019.degrees latitude (g = 980.6199 gals.).
 RE0019
 RE0019.The modeled gravity was interpolated from observed gravity values.
 RE0019
 RE0019;                    North         East    Units  Estimated Accuracy
 RE0019;SPC ME E     -   304,670.      349,420.      MT  (+/- 180 meters Scaled)
 RE0019
 RE0019                          SUPERSEDED SURVEY CONTROL
 RE0019
 RE0019  NGVD 29 (??/??/92)  131.475  (m)          431.35   (f) ADJ UNCH    2 0
 RE0019
 RE0019.Superseded values are not recommended for survey control.
 RE0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0019.See file dsdata.txt to determine how the superseded data were derived.
 RE0019
 RE0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM878398(NAD 83)
 RE0019_MARKER: DB = BENCH MARK DISK
 RE0019_SETTING: 66 = SET IN ROCK OUTCROP
 RE0019_SP_SET: ROCK OUTCROP
 RE0019_STAMPING: P 21 1933
 RE0019_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RE0019+STABILITY: POSITION/ELEVATION WELL
 RE0019
 RE0019  HISTORY     - Date     Condition        Report By
 RE0019  HISTORY     - 1933     MONUMENTED       CGS
 RE0019  HISTORY     - 1951     GOOD             NGS
 RE0019
 RE0019                          STATION DESCRIPTION
 RE0019
 RE0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 RE0019'1.4 MI S FROM BRIDGEWATER.
 RE0019'1.4 MILES SOUTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM THE
 RE0019'STATION AT BRIDGEWATER, AROOSTOOK COUNTY, 205 YARDS NORTH OF
 RE0019'MILEPOST 188, 235 YARDS SOUTHWEST OF A BARN, 214 FEET SOUTH OF
 RE0019'THE SOUTH END OF BRIDGE 188.15, 20 FEET EAST OF THE CENTERLINE
 RE0019'OF THE TRACK, IN LINE WITH THE END OF A LONG SNOW FENCE, IN THE
 RE0019'TOP OF A GRANITE OUTCROP, AND ABOUT 6 INCHES LOWER THAN THE
 RE0019'TRACK.  A STANDARD DISK, STAMPED P 21 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0003 ***********************************************************************
 SF0003  DESIGNATION -  P 22
 SF0003  PID         -  SF0003
 SF0003  STATE/COUNTY-  ME/AROOSTOOK
 SF0003  USGS QUAD   -  STOCKHOLM (1986)
 SF0003
 SF0003                         *CURRENT SURVEY CONTROL
 SF0003  ___________________________________________________________________
 SF0003* NAD 83(1986)-  47 02 30.     (N)    068 08 19.     (W)     SCALED    
 SF0003* NAVD 88     -       169.120  (meters)     554.85   (feet)  ADJUSTED  
 SF0003  ___________________________________________________________________
 SF0003  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 SF0003  DYNAMIC HT  -         169.141 (meters)     554.92  (feet)  COMP
 SF0003  MODELED GRAV-     980,732.3   (mgal)                       NAVD 88
 SF0003
 SF0003  VERT ORDER  -  SECOND    CLASS 0
 SF0003
 SF0003.The horizontal coordinates were scaled from a topographic map and have
 SF0003.an estimated accuracy of +/- 6 seconds.
 SF0003
 SF0003.The orthometric height was determined by differential leveling
 SF0003.and adjusted by the National Geodetic Survey in June 1991..
 SF0003
 SF0003.The geoid height was determined by GEOID03.
 SF0003
 SF0003.The dynamic height is computed by dividing the NAVD 88
 SF0003.geopotential number by the normal gravity value computed on the
 SF0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0003.degrees latitude (g = 980.6199 gals.).
 SF0003
 SF0003.The modeled gravity was interpolated from observed gravity values.
 SF0003
 SF0003;                    North         East    Units  Estimated Accuracy
 SF0003;SPC ME E     -   375,120.      327,460.      MT  (+/- 180 meters Scaled)
 SF0003
 SF0003                          SUPERSEDED SURVEY CONTROL
 SF0003
 SF0003  NGVD 29 (??/??/92)  169.300  (m)          555.45   (f) ADJ UNCH    2 0
 SF0003
 SF0003.Superseded values are not recommended for survey control.
 SF0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0003.See file dsdata.txt to determine how the superseded data were derived.
 SF0003
 SF0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN654101(NAD 83)
 SF0003_MARKER: Q = CHISELED SQUARE
 SF0003_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SF0003_SP_SET: ABUTMENT
 SF0003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SF0003
 SF0003  HISTORY     - Date     Condition        Report By
 SF0003  HISTORY     - UNK      MONUMENTED       CGS
 SF0003  HISTORY     - 1935     GOOD             NGS
 SF0003
 SF0003                          STATION DESCRIPTION
 SF0003
 SF0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SF0003'AT STOCKHOLM.
 SF0003'AT STOCKHOLM, AROOSTOOK COUNTY, ON THE BANGOR AND AROOSTOOK
 SF0003'RAILROAD, ABOUT 300 YARDS WEST OF A ROAD CROSSING, ON THE NORTH
 SF0003'MAIN STREET HIGHWAY BRIDGE, 5 YARDS NORTH OF THE CENTERLINE OF
 SF0003'THE BRIDGE, AND ON THE NORTH CORNER OF THE WEST ABUTMENT.  A
 SF0003'CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0824 ***********************************************************************
 QG0824  DESIGNATION -  P 24
 QG0824  PID         -  QG0824
 QG0824  STATE/COUNTY-  ME/SOMERSET
 QG0824  USGS QUAD   -  MAHONEY HILL (1989)
 QG0824
 QG0824                         *CURRENT SURVEY CONTROL
 QG0824  ___________________________________________________________________
 QG0824* NAD 83(1986)-  45 00 30.     (N)    069 51 33.     (W)     SCALED    
 QG0824* NAVD 88     -       101.614  (meters)     333.38   (feet)  ADJUSTED  
 QG0824  ___________________________________________________________________
 QG0824  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 QG0824  DYNAMIC HT  -         101.608 (meters)     333.36  (feet)  COMP
 QG0824  MODELED GRAV-     980,551.1   (mgal)                       NAVD 88
 QG0824
 QG0824  VERT ORDER  -  SECOND    CLASS 0
 QG0824
 QG0824.The horizontal coordinates were scaled from a topographic map and have
 QG0824.an estimated accuracy of +/- 6 seconds.
 QG0824
 QG0824.The orthometric height was determined by differential leveling
 QG0824.and adjusted by the National Geodetic Survey in June 1991..
 QG0824
 QG0824.The geoid height was determined by GEOID03.
 QG0824
 QG0824.The dynamic height is computed by dividing the NAVD 88
 QG0824.geopotential number by the normal gravity value computed on the
 QG0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0824.degrees latitude (g = 980.6199 gals.).
 QG0824
 QG0824.The modeled gravity was interpolated from observed gravity values.
 QG0824
 QG0824;                    North         East    Units  Estimated Accuracy
 QG0824;SPC ME W     -   241,700.      924,240.      MT  (+/- 180 meters Scaled)
 QG0824
 QG0824                          SUPERSEDED SURVEY CONTROL
 QG0824
 QG0824  NGVD 29 (??/??/92)  101.780  (m)          333.92   (f) ADJ UNCH    2 0
 QG0824
 QG0824.Superseded values are not recommended for survey control.
 QG0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0824.See file dsdata.txt to determine how the superseded data were derived.
 QG0824
 QG0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK322842(NAD 83)
 QG0824_MARKER: DB = BENCH MARK DISK
 QG0824_SETTING: 66 = SET IN ROCK OUTCROP
 QG0824_SP_SET: ROCK OUTCROP
 QG0824_STAMPING: 333.923 P 24 1933
 QG0824_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0824+STABILITY: POSITION/ELEVATION WELL
 QG0824
 QG0824  HISTORY     - Date     Condition        Report By
 QG0824  HISTORY     - 1933     MONUMENTED       CGS
 QG0824
 QG0824                          STATION DESCRIPTION
 QG0824
 QG0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 QG0824'3.6 MI S FROM BINGHAM HEIGHTS.
 QG0824'3.6 MILES SOUTH ALONG THE MAINE CENTRAL RAILROAD FROM THE
 QG0824'STATION AT BINGHAM HEIGHTS, SOMERSET COUNTY, 47-1/2 RAILS
 QG0824'SOUTH OF MILEPOST K 53, 7 RAILS NORTH OF THE POINT WHERE THE
 QG0824'RAILROAD BED CHANGES FROM A CUT TO A FILL, 30 YARDS EAST OF
 QG0824'THE CENTER LINE OF THE TRACK, IN THE SOUTHERN END OF A FIELD,
 QG0824'IN THE TOP OF A LARGE LONE OUTCROP (THE ONLY ROCK IN THE FIELD), AND
 QG0824'ABOUT 4 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 QG0824'333.923 P 24 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0004 ***********************************************************************
 PF0004  DESIGNATION -  P 25
 PF0004  PID         -  PF0004
 PF0004  STATE/COUNTY-  ME/SOMERSET
 PF0004  USGS QUAD   -  NEW PORTLAND (1989)
 PF0004
 PF0004                         *CURRENT SURVEY CONTROL
 PF0004  ___________________________________________________________________
 PF0004* NAD 83(1986)-  44 55 25.     (N)    070 01 29.     (W)     SCALED    
 PF0004* NAVD 88     -       116.362  (meters)     381.76   (feet)  ADJUSTED  
 PF0004  ___________________________________________________________________
 PF0004  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 PF0004  DYNAMIC HT  -         116.353 (meters)     381.73  (feet)  COMP
 PF0004  MODELED GRAV-     980,544.7   (mgal)                       NAVD 88
 PF0004
 PF0004  VERT ORDER  -  SECOND    CLASS 0
 PF0004
 PF0004.The horizontal coordinates were scaled from a topographic map and have
 PF0004.an estimated accuracy of +/- 6 seconds.
 PF0004
 PF0004.The orthometric height was determined by differential leveling
 PF0004.and adjusted by the National Geodetic Survey in June 1991..
 PF0004
 PF0004.The geoid height was determined by GEOID03.
 PF0004
 PF0004.The dynamic height is computed by dividing the NAVD 88
 PF0004.geopotential number by the normal gravity value computed on the
 PF0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0004.degrees latitude (g = 980.6199 gals.).
 PF0004
 PF0004.The modeled gravity was interpolated from observed gravity values.
 PF0004
 PF0004;                    North         East    Units  Estimated Accuracy
 PF0004;SPC ME W     -   232,250.      911,210.      MT  (+/- 180 meters Scaled)
 PF0004
 PF0004                          SUPERSEDED SURVEY CONTROL
 PF0004
 PF0004  NGVD 29 (??/??/92)  116.527  (m)          382.31   (f) ADJ UNCH    2 0
 PF0004
 PF0004.Superseded values are not recommended for survey control.
 PF0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0004.See file dsdata.txt to determine how the superseded data were derived.
 PF0004
 PF0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK191749(NAD 83)
 PF0004_MARKER: DB = BENCH MARK DISK
 PF0004_SETTING: 66 = SET IN ROCK OUTCROP
 PF0004_SP_SET: ROCK OUTCROP
 PF0004_STAMPING: 382.306 P 25 1933
 PF0004_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PF0004+STABILITY: POSITION/ELEVATION WELL
 PF0004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PF0004+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2002
 PF0004
 PF0004  HISTORY     - Date     Condition        Report By
 PF0004  HISTORY     - 1933     MONUMENTED       CGS
 PF0004  HISTORY     - 1934     GOOD             NGS
 PF0004  HISTORY     - 20020412 GOOD             INDIV
 PF0004
 PF0004                          STATION DESCRIPTION
 PF0004
 PF0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PF0004'0.1 MI W FROM NORTH NEW PORTLAND.
 PF0004'0.1 MILE WEST ALONG STATE HIGHWAY 142 FROM THE POST OFFICE AT
 PF0004'NORTH NEW PORTLAND, SOMERSET COUNTY, 22 YARDS WEST OF THE WEST
 PF0004'END OF A CONCRETE BRIDGE OVER GILMAN STREAM, 15 YARDS SOUTH
 PF0004'OF THE CENTER LINE OF THE HIGHWAY, 7 YARDS WEST OF THE CENTER
 PF0004'LINE OF A DIRT ROAD FOLLOWING THE STREAM, IN THE TOP OF A
 PF0004'LARGE ROUND ROCK OUTCROP, AND ABOUT 3 FEET HIGHER THAN THE
 PF0004'HIGHWAY.  A STANDARD DISK, STAMPED 382.306 P 25 1933.
 PF0004
 PF0004                          STATION RECOVERY (1934)
 PF0004
 PF0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PF0004'RECOVERED IN GOOD CONDITION.
 PF0004
 PF0004                          STATION RECOVERY (2002)
 PF0004
 PF0004'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (LCD)
 PF0004'GPS COORDINATES  N44 55.417 W070 01.483. (WGS-84)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0279 ***********************************************************************
 PF0279  DESIGNATION -  P 26
 PF0279  PID         -  PF0279
 PF0279  STATE/COUNTY-  ME/OXFORD
 PF0279  USGS QUAD   -  RUMFORD (1969)
 PF0279
 PF0279                         *CURRENT SURVEY CONTROL
 PF0279  ___________________________________________________________________
 PF0279* NAD 83(1986)-  44 31 07.     (N)    070 33 24.     (W)     SCALED    
 PF0279* NAVD 88     -       188.752  (meters)     619.26   (feet)  ADJUSTED  
 PF0279  ___________________________________________________________________
 PF0279  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 PF0279  DYNAMIC HT  -         188.729 (meters)     619.19  (feet)  COMP
 PF0279  MODELED GRAV-     980,494.7   (mgal)                       NAVD 88
 PF0279
 PF0279  VERT ORDER  -  SECOND    CLASS 0
 PF0279
 PF0279.The horizontal coordinates were scaled from a topographic map and have
 PF0279.an estimated accuracy of +/- 6 seconds.
 PF0279
 PF0279.The orthometric height was determined by differential leveling
 PF0279.and adjusted by the National Geodetic Survey in June 1991..
 PF0279
 PF0279.The geoid height was determined by GEOID03.
 PF0279
 PF0279.The dynamic height is computed by dividing the NAVD 88
 PF0279.geopotential number by the normal gravity value computed on the
 PF0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0279.degrees latitude (g = 980.6199 gals.).
 PF0279
 PF0279.The modeled gravity was interpolated from observed gravity values.
 PF0279
 PF0279;                    North         East    Units  Estimated Accuracy
 PF0279;SPC ME W     -   187,310.      868,990.      MT  (+/- 180 meters Scaled)
 PF0279
 PF0279                          SUPERSEDED SURVEY CONTROL
 PF0279
 PF0279  NGVD 29 (??/??/92)  188.896  (m)          619.74   (f) ADJ UNCH    2 0
 PF0279
 PF0279.Superseded values are not recommended for survey control.
 PF0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0279.See file dsdata.txt to determine how the superseded data were derived.
 PF0279
 PF0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK762306(NAD 83)
 PF0279_MARKER: DB = BENCH MARK DISK
 PF0279_SETTING: 80 = SET IN A BOULDER
 PF0279_SP_SET: BOULDER
 PF0279_STAMPING: 619.736 P 26 1933
 PF0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0279+STABILITY: SURFACE MOTION
 PF0279
 PF0279  HISTORY     - Date     Condition        Report By
 PF0279  HISTORY     - 1933     MONUMENTED       CGS
 PF0279  HISTORY     - 1968     MARK NOT FOUND   NGS
 PF0279
 PF0279                          STATION DESCRIPTION
 PF0279
 PF0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PF0279'2.3 MI S FROM RUMFORD.
 PF0279'2.3 MILES SOUTH ALONG U.S. HIGHWAY 2 FROM THE POST OFFICE AT
 PF0279'RUMFORD, OXFORD COUNTY, 3.5 MILES NORTHEAST OF RUMFORD CENTER,
 PF0279'10 YARDS NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, IN THE
 PF0279'TOP OF A LARGE BOULDER, AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY.
 PF0279'A STANDARD DISK, STAMPED 619.736 P 26 1933.
 PF0279
 PF0279                          STATION RECOVERY (1968)
 PF0279
 PF0279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 PF0279'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0188 ***********************************************************************
 PF0188  DESIGNATION -  P 28
 PF0188  PID         -  PF0188
 PF0188  STATE/COUNTY-  ME/CUMBERLAND
 PF0188  USGS QUAD   -  WATERFORD FLAT (1983)
 PF0188
 PF0188                         *CURRENT SURVEY CONTROL
 PF0188  ___________________________________________________________________
 PF0188* NAD 83(1986)-  44 08 41.     (N)    070 38 10.     (W)     SCALED    
 PF0188* NAVD 88     -       151.897  (meters)     498.35   (feet)  ADJUSTED  
 PF0188  ___________________________________________________________________
 PF0188  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 PF0188  DYNAMIC HT  -         151.876 (meters)     498.28  (feet)  COMP
 PF0188  MODELED GRAV-     980,473.9   (mgal)                       NAVD 88
 PF0188
 PF0188  VERT ORDER  -  SECOND    CLASS 0
 PF0188
 PF0188.The horizontal coordinates were scaled from a topographic map and have
 PF0188.an estimated accuracy of +/- 6 seconds.
 PF0188
 PF0188.The orthometric height was determined by differential leveling
 PF0188.and adjusted by the National Geodetic Survey in June 1991..
 PF0188
 PF0188.The geoid height was determined by GEOID03.
 PF0188
 PF0188.The dynamic height is computed by dividing the NAVD 88
 PF0188.geopotential number by the normal gravity value computed on the
 PF0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0188.degrees latitude (g = 980.6199 gals.).
 PF0188
 PF0188.The modeled gravity was interpolated from observed gravity values.
 PF0188
 PF0188;                    North         East    Units  Estimated Accuracy
 PF0188;SPC ME W     -   145,800.      862,440.      MT  (+/- 180 meters Scaled)
 PF0188
 PF0188                          SUPERSEDED SURVEY CONTROL
 PF0188
 PF0188  NGVD 29 (??/??/92)  152.069  (m)          498.91   (f) ADJ UNCH    2 0
 PF0188
 PF0188.Superseded values are not recommended for survey control.
 PF0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0188.See file dsdata.txt to determine how the superseded data were derived.
 PF0188
 PF0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ691892(NAD 83)
 PF0188_MARKER: DB = BENCH MARK DISK
 PF0188_SETTING: 80 = SET IN A BOULDER
 PF0188_SP_SET: BOULDER
 PF0188_STAMPING: P 28 1935
 PF0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0188+STABILITY: SURFACE MOTION
 PF0188_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PF0188+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2004
 PF0188
 PF0188  HISTORY     - Date     Condition        Report By
 PF0188  HISTORY     - 1935     MONUMENTED       CGS
 PF0188  HISTORY     - 20040428 GOOD             GEOCAC
 PF0188
 PF0188                          STATION DESCRIPTION
 PF0188
 PF0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PF0188'3.4 MI NE FROM HARRISON.
 PF0188'ABOUT 3.4 MILES NORTHEAST ALONG STATE HIGHWAY 117 FROM THE POST OFFICE
 PF0188'AT HARRISON, CUMBERLAND COUNTY, ABOUT 7 POLES SOUTHWEST OF THE
 PF0188'CENTER OF A GRADED ROAD CROSSING, ABOUT 2 POLES SOUTHWEST OF
 PF0188'A ROCK WALL NORTHWEST OF THE HIGHWAY, IN A PASTURE, 54 FEET
 PF0188'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 25 FEET SOUTH OF
 PF0188'POLE 116, AND IN THE TOP OF A LARGE BOULDER.  A STANDARD DISK,
 PF0188'STAMPED P 28 1935.
 PF0188
 PF0188                          STATION RECOVERY (2004)
 PF0188
 PF0188'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 PF0188'RECOVERED AS DESCRIBED AND IN GOOD CONDITION. IS CURRENTLY SPRAY
 PF0188'PAINTED HIGH VISIBILTY RED-ORANGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0055 ***********************************************************************
 PF0055  DESIGNATION -  P 29
 PF0055  PID         -  PF0055
 PF0055  STATE/COUNTY-  ME/FRANKLIN
 PF0055  USGS QUAD   -  FARMINGTON (1968)
 PF0055
 PF0055                         *CURRENT SURVEY CONTROL
 PF0055  ___________________________________________________________________
 PF0055* NAD 83(1986)-  44 42 07.     (N)    070 10 50.     (W)     SCALED    
 PF0055* NAVD 88     -       128.667  (meters)     422.13   (feet)  ADJUSTED  
 PF0055  ___________________________________________________________________
 PF0055  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 PF0055  DYNAMIC HT  -         128.656 (meters)     422.10  (feet)  COMP
 PF0055  MODELED GRAV-     980,530.2   (mgal)                       NAVD 88
 PF0055
 PF0055  VERT ORDER  -  SECOND    CLASS 0
 PF0055
 PF0055.The horizontal coordinates were scaled from a topographic map and have
 PF0055.an estimated accuracy of +/- 6 seconds.
 PF0055
 PF0055.The orthometric height was determined by differential leveling
 PF0055.and adjusted by the National Geodetic Survey in June 1991..
 PF0055
 PF0055.The geoid height was determined by GEOID03.
 PF0055
 PF0055.The dynamic height is computed by dividing the NAVD 88
 PF0055.geopotential number by the normal gravity value computed on the
 PF0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0055.degrees latitude (g = 980.6199 gals.).
 PF0055
 PF0055.The modeled gravity was interpolated from observed gravity values.
 PF0055
 PF0055;                    North         East    Units  Estimated Accuracy
 PF0055;SPC ME W     -   207,610.      898,900.      MT  (+/- 180 meters Scaled)
 PF0055
 PF0055                          SUPERSEDED SURVEY CONTROL
 PF0055
 PF0055  NGVD 29 (??/??/92)  128.810  (m)          422.60   (f) ADJ UNCH    2 0
 PF0055
 PF0055.Superseded values are not recommended for survey control.
 PF0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0055.See file dsdata.txt to determine how the superseded data were derived.
 PF0055
 PF0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK064505(NAD 83)
 PF0055_MARKER: DB = BENCH MARK DISK
 PF0055_SETTING: 0 = UNSPECIFIED SETTING
 PF0055_STAMPING: P 29 1935
 PF0055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PF0055
 PF0055  HISTORY     - Date     Condition        Report By
 PF0055  HISTORY     - 1935     MONUMENTED       CGS
 PF0055  HISTORY     - 20040908 MARK NOT FOUND   USPSQD
 PF0055
 PF0055                          STATION DESCRIPTION
 PF0055
 PF0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PF0055'3.2 MI NW FROM FARMINGTON.
 PF0055'3.2 MILES NORTHWEST ALONG STATE HIGHWAY 4 FROM THE COUNTY COURTHOUSE
 PF0055'AT FARMINGTON, FRANKLIN COUNTY, 0.2 MILE NORTHWEST OF A CONCRETE
 PF0055'BRIDGE OVER SANDY RIVER, AT THE TOP OF A HILL, AT A NORTH CURVE, AT
 PF0055'THE JUNCTION OF A DIRT ROAD LEADING SOUTH, 51 FEET SOUTHWEST OF
 PF0055'THE CENTERLINE OF THE HIGHWAY, AND 21 FEET WEST OF THE CENTERLINE
 PF0055'OF THE ROAD.
 PF0055
 PF0055                          STATION RECOVERY (2004)
 PF0055
 PF0055'RECOVERY NOTE BY US POWER SQUADRON 2004 (GBM)
 PF0055'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0151 ***********************************************************************
 QF0151  DESIGNATION -  P 3
 QF0151  PID         -  QF0151
 QF0151  STATE/COUNTY-  ME/WASHINGTON
 QF0151  USGS QUAD   -  FOREST (1988)
 QF0151
 QF0151                         *CURRENT SURVEY CONTROL
 QF0151  ___________________________________________________________________
 QF0151* NAD 83(1986)-  45 33 50.     (N)    067 42 05.     (W)     SCALED    
 QF0151* NAVD 88     -       118.409  (meters)     388.48   (feet)  ADJUSTED  
 QF0151  ___________________________________________________________________
 QF0151  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 QF0151  DYNAMIC HT  -         118.408 (meters)     388.48  (feet)  COMP
 QF0151  MODELED GRAV-     980,608.1   (mgal)                       NAVD 88
 QF0151
 QF0151  VERT ORDER  -  FIRST     CLASS II
 QF0151
 QF0151.The horizontal coordinates were scaled from a topographic map and have
 QF0151.an estimated accuracy of +/- 6 seconds.
 QF0151
 QF0151.The orthometric height was determined by differential leveling
 QF0151.and adjusted by the National Geodetic Survey in June 1991..
 QF0151
 QF0151.The geoid height was determined by GEOID03.
 QF0151
 QF0151.The dynamic height is computed by dividing the NAVD 88
 QF0151.geopotential number by the normal gravity value computed on the
 QF0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0151.degrees latitude (g = 980.6199 gals.).
 QF0151
 QF0151.The modeled gravity was interpolated from observed gravity values.
 QF0151
 QF0151;                    North         East    Units  Estimated Accuracy
 QF0151;SPC ME E     -   211,120.      362,340.      MT  (+/- 180 meters Scaled)
 QF0151
 QF0151                          SUPERSEDED SURVEY CONTROL
 QF0151
 QF0151.No superseded survey control is available for this station.
 QF0151
 QF0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL013464(NAD 83)
 QF0151_MARKER: DB = BENCH MARK DISK
 QF0151_SETTING: 80 = SET IN A BOULDER
 QF0151_SP_SET: BOULDER
 QF0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0151+STABILITY: SURFACE MOTION
 QF0151
 QF0151  HISTORY     - Date     Condition        Report By
 QF0151  HISTORY     - UNK      MONUMENTED       CGS
 QF0151  HISTORY     - 1916     GOOD             NGS
 QF0151
 QF0151                          STATION DESCRIPTION
 QF0151
 QF0151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1916
 QF0151'1.6 MI SE FROM FOREST.
 QF0151'ABOUT 1.6 MILES SOUTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM
 QF0151'FOREST, WASHINGTON COUNTY, 28 POLES SOUTHEAST OF MILEPOST V-16,
 QF0151'11 POLES SOUTHEAST OF SEMAPHORE SIGNAL E 2357, 14 RAILS SOUTHEAST
 QF0151'OF HUGE BOULDER ON NORTHEAST SIDE OF TRACKS, 4 POLES NORTHWEST OF
 QF0151'SEMAPHORE SIGNAL E 2358, AND ABOUT 35 FEET SOUTHWEST OF THE
 QF0151'CENTER LINE OF THE TRACK IN THE TOP OF A 3- BY 6-FOOT BOULDER,
 QF0151'ABOUT 1 1/2 FEET ABOVE THE GROUND SURFACE.  A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1162 ***********************************************************************
 PE1162  DESIGNATION -  P 30
 PE1162  PID         -  PE1162
 PE1162  STATE/COUNTY-  ME/SAGADAHOC
 PE1162  USGS QUAD   -  BOWDOINHAM (1980)
 PE1162
 PE1162                         *CURRENT SURVEY CONTROL
 PE1162  ___________________________________________________________________
 PE1162* NAD 83(1986)-  44 00 27.     (N)    069 53 49.     (W)     SCALED    
 PE1162* NAVD 88     -         3.363  (meters)      11.03   (feet)  ADJUSTED  
 PE1162  ___________________________________________________________________
 PE1162  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 PE1162  DYNAMIC HT  -           3.363 (meters)      11.03  (feet)  COMP
 PE1162  MODELED GRAV-     980,516.0   (mgal)                       NAVD 88
 PE1162
 PE1162  VERT ORDER  -  SECOND    CLASS 0
 PE1162
 PE1162.The horizontal coordinates were scaled from a topographic map and have
 PE1162.an estimated accuracy of +/- 6 seconds.
 PE1162
 PE1162.The orthometric height was determined by differential leveling
 PE1162.and adjusted by the National Geodetic Survey in June 1991..
 PE1162
 PE1162.The geoid height was determined by GEOID03.
 PE1162
 PE1162.The dynamic height is computed by dividing the NAVD 88
 PE1162.geopotential number by the normal gravity value computed on the
 PE1162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1162.degrees latitude (g = 980.6199 gals.).
 PE1162
 PE1162.The modeled gravity was interpolated from observed gravity values.
 PE1162
 PE1162;                    North         East    Units  Estimated Accuracy
 PE1162;SPC ME W     -   130,480.      921,630.      MT  (+/- 180 meters Scaled)
 PE1162
 PE1162                          SUPERSEDED SURVEY CONTROL
 PE1162
 PE1162  NGVD 29 (??/??/92)    3.574  (m)           11.73   (f) ADJ UNCH    2 0
 PE1162
 PE1162.Superseded values are not recommended for survey control.
 PE1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1162.See file dsdata.txt to determine how the superseded data were derived.
 PE1162
 PE1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ280730(NAD 83)
 PE1162_MARKER: DB = BENCH MARK DISK
 PE1162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1162_STAMPING: P 30 1935
 PE1162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1162+STABILITY: SURFACE MOTION
 PE1162
 PE1162  HISTORY     - Date     Condition        Report By
 PE1162  HISTORY     - 1935     MONUMENTED       CGS
 PE1162  HISTORY     - 1941     GOOD             NGS
 PE1162  HISTORY     - 1978     GOOD             LOCENG
 PE1162
 PE1162                          STATION DESCRIPTION
 PE1162
 PE1162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 PE1162'0.2 MI SW FROM BOWDOINHAM.
 PE1162'0.2 MILE SOUTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE1162'STATION AT BOWDOINHAM, SAGADAHOC COUNTY, 30 YARDS EAST OF THE
 PE1162'EAST SIDE OF A SECTION TOOLHOUSE, 11 FEET SOUTH OF THE SOUTH
 PE1162'RAIL OF THE SOUTH TRACK, AND 3.5 FEET WEST OF A WHISTLE POST.
 PE1162'A STANDARD DISK, STAMPED P 30 1935 AND SET IN THE TOP OF A
 PE1162'CONCRETE POST FLUSH WITH THE GROUND.  NOTE-- DOUBLE RUNNING
 PE1162'INDICATES THE MARK HAS BEEN RAISED 0.100 FOOT BY FROST.
 PE1162
 PE1162                          STATION RECOVERY (1978)
 PE1162
 PE1162'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 PE1162'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1213 ***********************************************************************
 PE1213  DESIGNATION -  P 31
 PE1213  PID         -  PE1213
 PE1213  STATE/COUNTY-  ME/KENNEBEC
 PE1213  USGS QUAD   -  VASSALBORO (1988)
 PE1213
 PE1213                         *CURRENT SURVEY CONTROL
 PE1213  ___________________________________________________________________
 PE1213* NAD 83(1986)-  44 27 37.     (N)    069 41 01.     (W)     SCALED    
 PE1213* NAVD 88     -        16.950  (meters)      55.61   (feet)  ADJUSTED  
 PE1213  ___________________________________________________________________
 PE1213  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 PE1213  DYNAMIC HT  -          16.948 (meters)      55.60  (feet)  COMP
 PE1213  MODELED GRAV-     980,540.1   (mgal)                       NAVD 88
 PE1213
 PE1213  VERT ORDER  -  SECOND    CLASS 0
 PE1213
 PE1213.The horizontal coordinates were scaled from a topographic map and have
 PE1213.an estimated accuracy of +/- 6 seconds.
 PE1213
 PE1213.The orthometric height was determined by differential leveling
 PE1213.and adjusted by the National Geodetic Survey in June 1991..
 PE1213
 PE1213.The geoid height was determined by GEOID03.
 PE1213
 PE1213.The dynamic height is computed by dividing the NAVD 88
 PE1213.geopotential number by the normal gravity value computed on the
 PE1213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1213.degrees latitude (g = 980.6199 gals.).
 PE1213
 PE1213.The modeled gravity was interpolated from observed gravity values.
 PE1213
 PE1213;                    North         East    Units  Estimated Accuracy
 PE1213;SPC ME W     -   180,870.      938,440.      MT  (+/- 180 meters Scaled)
 PE1213
 PE1213                          SUPERSEDED SURVEY CONTROL
 PE1213
 PE1213  NGVD 29 (??/??/92)   17.170  (m)           56.33   (f) ADJ UNCH    2 0
 PE1213
 PE1213.Superseded values are not recommended for survey control.
 PE1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1213.See file dsdata.txt to determine how the superseded data were derived.
 PE1213
 PE1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK456232(NAD 83)
 PE1213_MARKER: DB = BENCH MARK DISK
 PE1213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1213_STAMPING: P 31 1935
 PE1213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1213+STABILITY: SURFACE MOTION
 PE1213
 PE1213  HISTORY     - Date     Condition        Report By
 PE1213  HISTORY     - 1935     MONUMENTED       CGS
 PE1213  HISTORY     - 1974     GOOD             NGS
 PE1213
 PE1213                          STATION DESCRIPTION
 PE1213
 PE1213'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE1213'AT VASSALBORO.
 PE1213'AT VASSALBORO, KENNEBEC COUNTY, 93.5 FEET NORTH OF THE NORTH
 PE1213'CORNER OF THE MAINE CENTRAL RAILROAD STATION, 6 POLES SOUTHWEST
 PE1213'OF MILEPOST P 74, AND 23 FEET NORTHWEST OF THE NORTHWEST RAIL.
 PE1213'A STANDARD DISK, STAMPED P 31 1935 AND SET IN THE TOP OF A
 PE1213'CONCRETE POST PROJECTING 1/2 FOOT ABOVE GROUND.
 PE1213
 PE1213                          STATION RECOVERY (1974)
 PE1213
 PE1213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 PE1213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0764 ***********************************************************************
 QG0764  DESIGNATION -  P 32
 QG0764  PID         -  QG0764
 QG0764  STATE/COUNTY-  ME/PENOBSCOT
 QG0764  USGS QUAD   -  GARLAND (1983)
 QG0764
 QG0764                         *CURRENT SURVEY CONTROL
 QG0764  ___________________________________________________________________
 QG0764* NAD 83(1986)-  45 05 10.     (N)    069 14 30.     (W)     SCALED    
 QG0764* NAVD 88     -       135.126  (meters)     443.33   (feet)  ADJUSTED  
 QG0764  ___________________________________________________________________
 QG0764  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 QG0764  DYNAMIC HT  -         135.122 (meters)     443.31  (feet)  COMP
 QG0764  MODELED GRAV-     980,580.4   (mgal)                       NAVD 88
 QG0764
 QG0764  VERT ORDER  -  SECOND    CLASS 0
 QG0764
 QG0764.The horizontal coordinates were scaled from a topographic map and have
 QG0764.an estimated accuracy of +/- 6 seconds.
 QG0764
 QG0764.The orthometric height was determined by differential leveling
 QG0764.and adjusted by the National Geodetic Survey in June 1991..
 QG0764
 QG0764.The geoid height was determined by GEOID03.
 QG0764
 QG0764.The dynamic height is computed by dividing the NAVD 88
 QG0764.geopotential number by the normal gravity value computed on the
 QG0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0764.degrees latitude (g = 980.6199 gals.).
 QG0764
 QG0764.The modeled gravity was interpolated from observed gravity values.
 QG0764
 QG0764;                    North         East    Units  Estimated Accuracy
 QG0764;SPC ME E     -   157,980.      241,620.      MT  (+/- 180 meters Scaled)
 QG0764
 QG0764                          SUPERSEDED SURVEY CONTROL
 QG0764
 QG0764  NGVD 29 (??/??/92)  135.312  (m)          443.94   (f) ADJ UNCH    2 0
 QG0764
 QG0764.Superseded values are not recommended for survey control.
 QG0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0764.See file dsdata.txt to determine how the superseded data were derived.
 QG0764
 QG0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK809925(NAD 83)
 QG0764_MARKER: DB = BENCH MARK DISK
 QG0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0764_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0764_STAMPING: P 32 1935
 QG0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0764+STABILITY: SURFACE MOTION
 QG0764
 QG0764  HISTORY     - Date     Condition        Report By
 QG0764  HISTORY     - 1935     MONUMENTED       CGS
 QG0764
 QG0764                          STATION DESCRIPTION
 QG0764
 QG0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QG0764'AT SILVERS MILLS.
 QG0764'AT SILVERS MILLS, PENOBSCOT COUNTY, ABOUT 118 YARDS EAST OF THE
 QG0764'MAINE CENTRAL RAILROAD STATION, OPPOSITE A SWITCH STAND, AND 21
 QG0764'FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK.  A STANDARD DISK,
 QG0764'STAMPED P 32 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 QG0764'ABOUT 1/2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0806 ***********************************************************************
 QG0806  DESIGNATION -  P 33
 QG0806  PID         -  QG0806
 QG0806  STATE/COUNTY-  ME/PISCATAQUIS
 QG0806  USGS QUAD   -  GUILFORD (1984)
 QG0806
 QG0806                         *CURRENT SURVEY CONTROL
 QG0806  ___________________________________________________________________
 QG0806* NAD 83(1986)-  45 13 03.     (N)    069 29 54.     (W)     SCALED    
 QG0806* NAVD 88     -       155.689  (meters)     510.79   (feet)  ADJUSTED  
 QG0806  ___________________________________________________________________
 QG0806  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 QG0806  DYNAMIC HT  -         155.683 (meters)     510.77  (feet)  COMP
 QG0806  MODELED GRAV-     980,576.4   (mgal)                       NAVD 88
 QG0806
 QG0806  VERT ORDER  -  SECOND    CLASS 0
 QG0806
 QG0806.The horizontal coordinates were scaled from a topographic map and have
 QG0806.an estimated accuracy of +/- 6 seconds.
 QG0806
 QG0806.The orthometric height was determined by differential leveling
 QG0806.and adjusted by the National Geodetic Survey in June 1991..
 QG0806
 QG0806.The geoid height was determined by GEOID03.
 QG0806
 QG0806.The dynamic height is computed by dividing the NAVD 88
 QG0806.geopotential number by the normal gravity value computed on the
 QG0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0806.degrees latitude (g = 980.6199 gals.).
 QG0806
 QG0806.The modeled gravity was interpolated from observed gravity values.
 QG0806
 QG0806;                    North         East    Units  Estimated Accuracy
 QG0806;SPC ME E     -   172,800.      221,590.      MT  (+/- 180 meters Scaled)
 QG0806
 QG0806                          SUPERSEDED SURVEY CONTROL
 QG0806
 QG0806  NGVD 29 (??/??/92)  155.878  (m)          511.41   (f) ADJ UNCH    2 0
 QG0806
 QG0806.Superseded values are not recommended for survey control.
 QG0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0806.See file dsdata.txt to determine how the superseded data were derived.
 QG0806
 QG0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL608072(NAD 83)
 QG0806_MARKER: DB = BENCH MARK DISK
 QG0806_SETTING: 80 = SET IN A BOULDER
 QG0806_SP_SET: BOULDER
 QG0806_STAMPING: P 33 1935
 QG0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0806+STABILITY: SURFACE MOTION
 QG0806
 QG0806  HISTORY     - Date     Condition        Report By
 QG0806  HISTORY     - 1935     MONUMENTED       CGS
 QG0806
 QG0806                          STATION DESCRIPTION
 QG0806
 QG0806'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QG0806'1.4 MI NE FROM MONSON JUNCTION.
 QG0806'1.4 MILES NORTHWEST ALONG THE BANGOR AND AROOSTOK RAILROAD
 QG0806'FROM THE STATION AT MONSON JUNCTION, PISCATAQUIS COUNTY, 95
 QG0806'FEET SOUTHEAST OF POLE 28+72, 96 YARDS SOUTHEAST OF A 10-FOOT
 QG0806'SLATE CUT, 26 FEET EAST OF THE EAST RAIL, AND I THE TOP OF
 QG0806'A GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0752 ***********************************************************************
 QG0752  DESIGNATION -  P 34
 QG0752  PID         -  QG0752
 QG0752  STATE/COUNTY-  ME/PISCATAQUIS
 QG0752  USGS QUAD   -  SOUTH SEBEC (1983)
 QG0752
 QG0752                         *CURRENT SURVEY CONTROL
 QG0752  ___________________________________________________________________
 QG0752* NAD 83(1986)-  45 12 29.     (N)    069 03 47.     (W)     SCALED    
 QG0752* NAVD 88     -        92.421  (meters)     303.22   (feet)  ADJUSTED  
 QG0752  ___________________________________________________________________
 QG0752  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 QG0752  DYNAMIC HT  -          92.419 (meters)     303.21  (feet)  COMP
 QG0752  MODELED GRAV-     980,598.8   (mgal)                       NAVD 88
 QG0752
 QG0752  VERT ORDER  -  SECOND    CLASS 0
 QG0752
 QG0752.The horizontal coordinates were scaled from a topographic map and have
 QG0752.an estimated accuracy of +/- 6 seconds.
 QG0752
 QG0752.The orthometric height was determined by differential leveling
 QG0752.and adjusted by the National Geodetic Survey in June 1991..
 QG0752
 QG0752.The geoid height was determined by GEOID03.
 QG0752
 QG0752.The dynamic height is computed by dividing the NAVD 88
 QG0752.geopotential number by the normal gravity value computed on the
 QG0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0752.degrees latitude (g = 980.6199 gals.).
 QG0752
 QG0752.The modeled gravity was interpolated from observed gravity values.
 QG0752
 QG0752;                    North         East    Units  Estimated Accuracy
 QG0752;SPC ME E     -   171,420.      255,770.      MT  (+/- 180 meters Scaled)
 QG0752
 QG0752                          SUPERSEDED SURVEY CONTROL
 QG0752
 QG0752  NGVD 29 (??/??/92)   92.581  (m)          303.74   (f) ADJ UNCH    2 0
 QG0752
 QG0752.Superseded values are not recommended for survey control.
 QG0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0752.See file dsdata.txt to determine how the superseded data were derived.
 QG0752
 QG0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL950060(NAD 83)
 QG0752_MARKER: DB = BENCH MARK DISK
 QG0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0752_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0752_STAMPING: P 34 1935
 QG0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0752+STABILITY: SURFACE MOTION
 QG0752
 QG0752  HISTORY     - Date     Condition        Report By
 QG0752  HISTORY     - 1935     MONUMENTED       CGS
 QG0752  HISTORY     - 1978     MARK NOT FOUND   NGS
 QG0752
 QG0752                          STATION DESCRIPTION
 QG0752
 QG0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QG0752'0.8 MI E FROM SOUTH SEBEC.
 QG0752'0.8 MILE EAST ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 QG0752'THE STATION AT SOUTH SEBEC, PISCATAQUIS COUNTY, 14.8 FEET
 QG0752'SOUTHEAST OF MILEPOST 5, 60 YARDS WEST OF THE CENTER OF A
 QG0752'PRIVATE-ROAD CROSSING, ON A LINE TANGENT TO THE SOUTH RAIL,
 QG0752'AND 23 FEET SOUTH OF THE SOUTH RAIL.  A STANDARD DISK, STAMPED
 QG0752'P 34 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 QG0752'6 INCHES ABOVE GROUND.
 QG0752
 QG0752                          STATION RECOVERY (1978)
 QG0752
 QG0752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0752'MARK SEARCHED BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0279 ***********************************************************************
 QG0279  DESIGNATION -  P 35
 QG0279  PID         -  QG0279
 QG0279  STATE/COUNTY-  ME/PENOBSCOT
 QG0279  USGS QUAD   -  PASSADUMKEAG (1988)
 QG0279
 QG0279                         *CURRENT SURVEY CONTROL
 QG0279  ___________________________________________________________________
 QG0279* NAD 83(1986)-  45 11 11.     (N)    068 36 47.     (W)     SCALED    
 QG0279* NAVD 88     -        43.329  (meters)     142.16   (feet)  ADJUSTED  
 QG0279  ___________________________________________________________________
 QG0279  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 QG0279  DYNAMIC HT  -          43.329 (meters)     142.16  (feet)  COMP
 QG0279  MODELED GRAV-     980,614.9   (mgal)                       NAVD 88
 QG0279
 QG0279  VERT ORDER  -  SECOND    CLASS 0
 QG0279
 QG0279.The horizontal coordinates were scaled from a topographic map and have
 QG0279.an estimated accuracy of +/- 6 seconds.
 QG0279
 QG0279.The orthometric height was determined by differential leveling
 QG0279.and adjusted by the National Geodetic Survey in June 1991..
 QG0279
 QG0279.The geoid height was determined by GEOID03.
 QG0279
 QG0279.The dynamic height is computed by dividing the NAVD 88
 QG0279.geopotential number by the normal gravity value computed on the
 QG0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0279.degrees latitude (g = 980.6199 gals.).
 QG0279
 QG0279.The modeled gravity was interpolated from observed gravity values.
 QG0279
 QG0279;                    North         East    Units  Estimated Accuracy
 QG0279;SPC ME E     -   168,860.      291,120.      MT  (+/- 180 meters Scaled)
 QG0279
 QG0279                          SUPERSEDED SURVEY CONTROL
 QG0279
 QG0279  NGVD 29 (??/??/92)   43.537  (m)          142.84   (f) ADJ UNCH    2 0
 QG0279
 QG0279.Superseded values are not recommended for survey control.
 QG0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0279.See file dsdata.txt to determine how the superseded data were derived.
 QG0279
 QG0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL303037(NAD 83)
 QG0279_MARKER: DB = BENCH MARK DISK
 QG0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0279_STAMPING: P 35 1935
 QG0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0279+STABILITY: SURFACE MOTION
 QG0279
 QG0279  HISTORY     - Date     Condition        Report By
 QG0279  HISTORY     - 1935     MONUMENTED       CGS
 QG0279  HISTORY     - 1960     MARK NOT FOUND   NGS
 QG0279
 QG0279                          STATION DESCRIPTION
 QG0279
 QG0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QG0279'AT PASSADUMKEAG.
 QG0279'AT PASSADUMKEAG, PENOBSCOT COUNTY, ABOUT 130 FEET SOUTH OF
 QG0279'THE SOUTH END OF THE MAINE CENTRAL RAILROAD STATION, 21 FEET
 QG0279'NORTH OF THE CENTER OF A ROAD CROSSING, 12 FEET EAST OF THE
 QG0279'EAST RAIL, 3.6 FEET NORTH OF A CROSSING SIGN WITH A CONCRETE
 QG0279'BASE, AND 6 INCHES FROM THE EDGE OF THE STATION PLATFORM.  A
 QG0279'STANDARD DISK, STAMPED P 35 1935 AND SET IN THE TOP OF A CONCRETE
 QG0279'POST ABOUT FLUSH WITH THE GROUND.
 QG0279
 QG0279                          STATION RECOVERY (1960)
 QG0279
 QG0279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 QG0279'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0066 ***********************************************************************
 RF0066  DESIGNATION -  P 36
 RF0066  PID         -  RF0066
 RF0066  STATE/COUNTY-  ME/AROOSTOOK
 RF0066  USGS QUAD   -  MAPLETON (1984)
 RF0066
 RF0066                         *CURRENT SURVEY CONTROL
 RF0066  ___________________________________________________________________
 RF0066* NAD 83(1986)-  46 38 55.     (N)    068 09 35.     (W)     SCALED    
 RF0066* NAVD 88     -       167.762  (meters)     550.40   (feet)  ADJUSTED  
 RF0066  ___________________________________________________________________
 RF0066  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 RF0066  DYNAMIC HT  -         167.778 (meters)     550.45  (feet)  COMP
 RF0066  MODELED GRAV-     980,709.7   (mgal)                       NAVD 88
 RF0066
 RF0066  VERT ORDER  -  SECOND    CLASS 0
 RF0066
 RF0066.The horizontal coordinates were scaled from a topographic map and have
 RF0066.an estimated accuracy of +/- 6 seconds.
 RF0066
 RF0066.The orthometric height was determined by differential leveling
 RF0066.and adjusted by the National Geodetic Survey in June 1991..
 RF0066
 RF0066.The geoid height was determined by GEOID03.
 RF0066
 RF0066.The dynamic height is computed by dividing the NAVD 88
 RF0066.geopotential number by the normal gravity value computed on the
 RF0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0066.degrees latitude (g = 980.6199 gals.).
 RF0066
 RF0066.The modeled gravity was interpolated from observed gravity values.
 RF0066
 RF0066;                    North         East    Units  Estimated Accuracy
 RF0066;SPC ME E     -   331,420.      326,050.      MT  (+/- 180 meters Scaled)
 RF0066
 RF0066                          SUPERSEDED SURVEY CONTROL
 RF0066
 RF0066  NGVD 29 (??/??/92)  167.945  (m)          551.00   (f) ADJ UNCH    2 0
 RF0066
 RF0066.Superseded values are not recommended for survey control.
 RF0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0066.See file dsdata.txt to determine how the superseded data were derived.
 RF0066
 RF0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM643664(NAD 83)
 RF0066_MARKER: DB = BENCH MARK DISK
 RF0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RF0066_STAMPING: P 36 1935
 RF0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0066+STABILITY: SURFACE MOTION
 RF0066
 RF0066  HISTORY     - Date     Condition        Report By
 RF0066  HISTORY     - 1935     MONUMENTED       CGS
 RF0066
 RF0066                          STATION DESCRIPTION
 RF0066
 RF0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RF0066'2.6 MI SW FROM CHAPMAN PIT.
 RF0066'ABOUT 2.6 MILES SOUTHWEST ALONG THE BANGOR AND AROOSTOOK RAILROAD
 RF0066'FROM THE STATION AT MAPLETON, AROOSTOOK COUNTY, AT CHAPMAN PIT, 59.6
 RF0066'FEET NORTHWEST OF THE CENTER OF A GRAVEL-ROAD CROSSING, 27 FEET
 RF0066'WEST OF THE WEST RAIL, 19.5 FEET NORTHWEST OF A CROSSING SIGN, AND
 RF0066'2 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 RF0066'STAMPED P 36 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RF0066'ABOUT 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0804 ***********************************************************************
 PE0804  DESIGNATION -  P 37
 PE0804  PID         -  PE0804
 PE0804  STATE/COUNTY-  ME/WALDO
 PE0804  USGS QUAD   -  BROOKS EAST (1982)
 PE0804
 PE0804                         *CURRENT SURVEY CONTROL
 PE0804  ___________________________________________________________________
 PE0804* NAD 83(1986)-  44 33 03.     (N)    069 04 59.     (W)     SCALED    
 PE0804* NAVD 88     -       108.962  (meters)     357.49   (feet)  ADJUSTED  
 PE0804  ___________________________________________________________________
 PE0804  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 PE0804  DYNAMIC HT  -         108.954 (meters)     357.46  (feet)  COMP
 PE0804  MODELED GRAV-     980,542.7   (mgal)                       NAVD 88
 PE0804
 PE0804  VERT ORDER  -  SECOND    CLASS 0
 PE0804
 PE0804.The horizontal coordinates were scaled from a topographic map and have
 PE0804.an estimated accuracy of +/- 6 seconds.
 PE0804
 PE0804.The orthometric height was determined by differential leveling
 PE0804.and adjusted by the National Geodetic Survey in June 1991..
 PE0804
 PE0804.The geoid height was determined by GEOID03.
 PE0804
 PE0804.The dynamic height is computed by dividing the NAVD 88
 PE0804.geopotential number by the normal gravity value computed on the
 PE0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0804.degrees latitude (g = 980.6199 gals.).
 PE0804
 PE0804.The modeled gravity was interpolated from observed gravity values.
 PE0804
 PE0804;                    North         East    Units  Estimated Accuracy
 PE0804;SPC ME E     -    98,400.      253,680.      MT  (+/- 180 meters Scaled)
 PE0804
 PE0804                          SUPERSEDED SURVEY CONTROL
 PE0804
 PE0804  NGVD 29 (??/??/92)  109.167  (m)          358.16   (f) ADJ UNCH    2 0
 PE0804
 PE0804.Superseded values are not recommended for survey control.
 PE0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0804.See file dsdata.txt to determine how the superseded data were derived.
 PE0804
 PE0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK934330(NAD 83)
 PE0804_MARKER: DB = BENCH MARK DISK
 PE0804_SETTING: 80 = SET IN A BOULDER
 PE0804_SP_SET: BOULDER
 PE0804_STAMPING: P 37 1935
 PE0804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0804+STABILITY: SURFACE MOTION
 PE0804
 PE0804  HISTORY     - Date     Condition        Report By
 PE0804  HISTORY     - 1935     MONUMENTED       CGS
 PE0804
 PE0804                          STATION DESCRIPTION
 PE0804
 PE0804'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE0804'2.1 MI SE FROM BROOKS.
 PE0804'2.1 MILES SOUTHEAST ALONG THE BELFAST AND MOOSEHEAD LAKE RAILROAD
 PE0804'FROM THE STATION AT BROOKS, WALDO COUNTY, ABOUT 82 FEET SOUTH
 PE0804'OF MILEPOST B 10, AT THE NORTH END OF A SMALL CUT, 17.2 FEET
 PE0804'SOUTHEAST OF THE SOUTHEAST RAIL, IN THE TOP OF THE NORTH END
 PE0804'OF A BOULDER, 4 FEET HIGHER THAN THE TRACK, AND ABOUT 1 FOOT
 PE0804'ABOVE GROUND.  A STANDARD DISK, STAMPED P 37 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0153 ***********************************************************************
 PE0153  DESIGNATION -  P 38
 PE0153  PID         -  PE0153
 PE0153  STATE/COUNTY-  ME/HANCOCK
 PE0153  USGS QUAD   -  HOPKINS POND (1988)
 PE0153
 PE0153                         *CURRENT SURVEY CONTROL
 PE0153  ___________________________________________________________________
 PE0153* NAD 83(1986)-  44 49 06.     (N)    068 27 12.     (W)     SCALED    
 PE0153* NAVD 88     -       150.531  (meters)     493.87   (feet)  ADJUSTED  
 PE0153  ___________________________________________________________________
 PE0153  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 PE0153  DYNAMIC HT  -         150.521 (meters)     493.83  (feet)  COMP
 PE0153  MODELED GRAV-     980,546.1   (mgal)                       NAVD 88
 PE0153
 PE0153  VERT ORDER  -  SECOND    CLASS 0
 PE0153
 PE0153.The horizontal coordinates were scaled from a topographic map and have
 PE0153.an estimated accuracy of +/- 6 seconds.
 PE0153
 PE0153.The orthometric height was determined by differential leveling
 PE0153.and adjusted by the National Geodetic Survey in June 1991..
 PE0153
 PE0153.The geoid height was determined by GEOID03.
 PE0153
 PE0153.The dynamic height is computed by dividing the NAVD 88
 PE0153.geopotential number by the normal gravity value computed on the
 PE0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0153.degrees latitude (g = 980.6199 gals.).
 PE0153
 PE0153.The modeled gravity was interpolated from observed gravity values.
 PE0153
 PE0153;                    North         East    Units  Estimated Accuracy
 PE0153;SPC ME E     -   127,960.      303,690.      MT  (+/- 180 meters Scaled)
 PE0153
 PE0153                          SUPERSEDED SURVEY CONTROL
 PE0153
 PE0153  NGVD 29 (??/??/92)  150.726  (m)          494.51   (f) ADJ UNCH    2 0
 PE0153
 PE0153.Superseded values are not recommended for survey control.
 PE0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0153.See file dsdata.txt to determine how the superseded data were derived.
 PE0153
 PE0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK432629(NAD 83)
 PE0153_MARKER: DB = BENCH MARK DISK
 PE0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0153_STAMPING: P 38 1935
 PE0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0153+STABILITY: SURFACE MOTION
 PE0153
 PE0153  HISTORY     - Date     Condition        Report By
 PE0153  HISTORY     - 1935     MONUMENTED       CGS
 PE0153  HISTORY     - 1953     GOOD             NGS
 PE0153
 PE0153                          STATION DESCRIPTION
 PE0153
 PE0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 PE0153'4.7 MI W FROM AMHERST.
 PE0153'4.5 MILES WEST ALONG STATE HIGHWAY 9 FROM THE JUNCTION OF STATE
 PE0153'HIGHWAY 181 AT AMHERST, HANCOCK COUNTY, THENCE 0.2 MILE NORTH
 PE0153'ALONG THE OLD HIGHWAY, 0.3 MILE NORTHEAST ALONG STATE HIGHWAY 9
 PE0153'FROM THE HANCOCK-PENOBSCOT COUNTY LINE, THENCE 0.2 MILE NORTH
 PE0153'ALONG THE OLD HIGHWAY, 169 FEET SOUTH OF POWER-TRANSMISSION
 PE0153'LINE POLE 367 FROM WHICH THE LINE OF POLES CROSSES THE
 PE0153'ROAD TO THE SOUTH, 118 FEET NORTH-NORTHEAST OF A 24-INCH PINE
 PE0153'TREE, 67 FEET WEST-NORTHWEST ACROSS THE OLD HIGHWAY FROM A
 PE0153'TRIANGULAR-BLAZED 8-INCH MAPLE TREE, 23 FEET WEST OF THE CENTER
 PE0153'LINE OF THE OLD HIGHWAY, AND ABOUT 3 FEET ABOVE THE OLD
 PE0153'HIGHWAY GRADE.  A STANDARD DISK, STAMPED P 38 1935 AND SET IN THE
 PE0153'TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0393 ***********************************************************************
 PD0393  DESIGNATION -  P 39
 PD0393  PID         -  PD0393
 PD0393  STATE/COUNTY-  ME/WASHINGTON
 PD0393  USGS QUAD   -  NORTHEAST BLUFF (1990)
 PD0393
 PD0393                         *CURRENT SURVEY CONTROL
 PD0393  ___________________________________________________________________
 PD0393* NAD 83(1986)-  44 52 24.     (N)    067 59 29.     (W)     SCALED    
 PD0393* NAVD 88     -       118.025  (meters)     387.22   (feet)  ADJUSTED  
 PD0393  ___________________________________________________________________
 PD0393  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 PD0393  DYNAMIC HT  -         118.017 (meters)     387.19  (feet)  COMP
 PD0393  MODELED GRAV-     980,545.9   (mgal)                       NAVD 88
 PD0393
 PD0393  VERT ORDER  -  SECOND    CLASS 0
 PD0393
 PD0393.The horizontal coordinates were scaled from a topographic map and have
 PD0393.an estimated accuracy of +/- 6 seconds.
 PD0393
 PD0393.The orthometric height was determined by differential leveling
 PD0393.and adjusted by the National Geodetic Survey in June 1991..
 PD0393
 PD0393.The geoid height was determined by GEOID03.
 PD0393
 PD0393.The dynamic height is computed by dividing the NAVD 88
 PD0393.geopotential number by the normal gravity value computed on the
 PD0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0393.degrees latitude (g = 980.6199 gals.).
 PD0393
 PD0393.The modeled gravity was interpolated from observed gravity values.
 PD0393
 PD0393;                    North         East    Units  Estimated Accuracy
 PD0393;SPC ME E     -   134,190.      340,190.      MT  (+/- 180 meters Scaled)
 PD0393
 PD0393                          SUPERSEDED SURVEY CONTROL
 PD0393
 PD0393  NGVD 29 (??/??/92)  118.212  (m)          387.83   (f) ADJ UNCH    2 0
 PD0393
 PD0393.Superseded values are not recommended for survey control.
 PD0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0393.See file dsdata.txt to determine how the superseded data were derived.
 PD0393
 PD0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK796693(NAD 83)
 PD0393_MARKER: DB = BENCH MARK DISK
 PD0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PD0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PD0393_STAMPING: P 39 1935
 PD0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0393+STABILITY: SURFACE MOTION
 PD0393
 PD0393  HISTORY     - Date     Condition        Report By
 PD0393  HISTORY     - 1935     MONUMENTED       CGS
 PD0393  HISTORY     - 1957     GOOD             NGS
 PD0393  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 PD0393
 PD0393                          STATION DESCRIPTION
 PD0393
 PD0393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 PD0393'4.1 MI E FROM BEDDINGTON.
 PD0393'4.1 MILES EAST ALONG STATE HIGHWAY 9 FROM THE POST OFFICE AT
 PD0393'BEDDINGTON, WASHINGTON COUNTY, 27 YARDS WEST OF A WOODEN CULVERT,
 PD0393'AT AN OLD LUMBER-CAMP SITE, AND 25 FEET SOUTH OF THE CENTERLINE
 PD0393'OF THE HIGHWAY.  A STANDARD DISK, STAMPED P 39 1935 AND SET IN
 PD0393'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 PD0393'NOTE-- ELEVATION IN FEET ARE NOT SAME AS ON PUBLISHED COPY AND NO
 PD0393'NEW WORK HAS BEEN DONE IN THIS AREA.
 PD0393
 PD0393                          STATION RECOVERY (1986)
 PD0393
 PD0393'RECOVERY NOTE BY US POWER SQUADRON 1986 (LEP)
 PD0393'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0172 ***********************************************************************
 PF0172  DESIGNATION -  P 4
 PF0172  PID         -  PF0172
 PF0172  STATE/COUNTY-  ME/OXFORD
 PF0172  USGS QUAD   -  WEST PARIS (1967)
 PF0172
 PF0172                         *CURRENT SURVEY CONTROL
 PF0172  ___________________________________________________________________
 PF0172* NAD 83(1986)-  44 17 07.     (N)    070 32 14.     (W)     SCALED    
 PF0172* NAVD 88     -       126.474  (meters)     414.94   (feet)  POSTED    
 PF0172  ___________________________________________________________________
 PF0172  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 PF0172  DYNAMIC HT  -         126.460 (meters)     414.89  (feet)  COMP
 PF0172  MODELED GRAV-     980,478.4   (mgal)                       NAVD 88
 PF0172
 PF0172  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PF0172
 PF0172.The horizontal coordinates were scaled from a topographic map and have
 PF0172.an estimated accuracy of +/- 6 seconds.
 PF0172
 PF0172.The orthometric height was determined by differential leveling
 PF0172.and adjusted by the National Geodetic Survey in 1992..
 PF0172.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PF0172.rate of 0.0 thru 1.0 mm/km.
 PF0172
 PF0172.The geoid height was determined by GEOID03.
 PF0172
 PF0172.The dynamic height is computed by dividing the NAVD 88
 PF0172.geopotential number by the normal gravity value computed on the
 PF0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0172.degrees latitude (g = 980.6199 gals.).
 PF0172
 PF0172.The modeled gravity was interpolated from observed gravity values.
 PF0172
 PF0172;                    North         East    Units  Estimated Accuracy
 PF0172;SPC ME W     -   161,380.      870,420.      MT  (+/- 180 meters Scaled)
 PF0172
 PF0172                          SUPERSEDED SURVEY CONTROL
 PF0172
 PF0172  NGVD 29 (??/??/92)  126.649  (m)          415.51   (f) ADJ UNCH    1 2
 PF0172
 PF0172.Superseded values are not recommended for survey control.
 PF0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0172.See file dsdata.txt to determine how the superseded data were derived.
 PF0172
 PF0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK773047(NAD 83)
 PF0172_MARKER: DB = BENCH MARK DISK
 PF0172_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PF0172_SP_SET: ABUTMENT
 PF0172_STAMPING: P 4 1922
 PF0172_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0172
 PF0172  HISTORY     - Date     Condition        Report By
 PF0172  HISTORY     - 1922     MONUMENTED       CGS
 PF0172  HISTORY     - 1934     GOOD             NGS
 PF0172  HISTORY     - 1978     GOOD             NGS
 PF0172
 PF0172                          STATION DESCRIPTION
 PF0172
 PF0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PF0172'3.6 MI SE FROM BATES.
 PF0172'3.6 MILES SOUTHEAST ALONG THE GRAND TRUNK RAILWAY FROM BATES
 PF0172'(POST OFFICE WEST PARIS), OXFORD COUNTY, 4.7 MILES NORTH OF
 PF0172'SOUTH PARIS, 40 FEET SOUTH OF A ROAD CROSSING (CROSSING HAS
 PF0172'BEEN DISCONTINUED SINCE THE ROAD IS NOW ONLY A PRIVATE ROAD TO
 PF0172'A FARMHOUSE JUST WEST OF THE TRACK), AT A SMALL BRIDGE, AND IN
 PF0172'THE TOP OF THE EAST END OF THE SOUTH ABUTMENT.
 PF0172
 PF0172                          STATION RECOVERY (1978)
 PF0172
 PF0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PF0172'2.5 MILES NORTH ALONG THE CANADIAN NATIONAL RAILROAD FROM THE CROSSING
 PF0172'OF STATE HIGHWAY 26 AT SOUTH PARIS, IN THE TOP OF THE EAST END OF THE
 PF0172'SOUTH ABUTMENT OF A SMALL BRIDGE, 40 FT. SOUTH OF A DISCONTINUED
 PF0172'CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0419 ***********************************************************************
 PD0419  DESIGNATION -  P 40
 PD0419  PID         -  PD0419
 PD0419  STATE/COUNTY-  ME/WASHINGTON
 PD0419  USGS QUAD   -  CRAWFORD LAKE (1990)
 PD0419
 PD0419                         *CURRENT SURVEY CONTROL
 PD0419  ___________________________________________________________________
 PD0419* NAD 83(1986)-  45 00 00.     (N)    067 36 40.     (W)     SCALED    
 PD0419* NAVD 88     -        38.532  (meters)     126.42   (feet)  ADJUSTED  
 PD0419  ___________________________________________________________________
 PD0419  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 PD0419  DYNAMIC HT  -          38.530 (meters)     126.41  (feet)  COMP
 PD0419  MODELED GRAV-     980,577.4   (mgal)                       NAVD 88
 PD0419
 PD0419  VERT ORDER  -  SECOND    CLASS 0
 PD0419
 PD0419.The horizontal coordinates were scaled from a topographic map and have
 PD0419.an estimated accuracy of +/- 6 seconds.
 PD0419
 PD0419.The orthometric height was determined by differential leveling
 PD0419.and adjusted by the National Geodetic Survey in June 1991..
 PD0419
 PD0419.The geoid height was determined by GEOID03.
 PD0419
 PD0419.The dynamic height is computed by dividing the NAVD 88
 PD0419.geopotential number by the normal gravity value computed on the
 PD0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0419.degrees latitude (g = 980.6199 gals.).
 PD0419
 PD0419.The modeled gravity was interpolated from observed gravity values.
 PD0419
 PD0419;                    North         East    Units  Estimated Accuracy
 PD0419;SPC ME E     -   148,530.      370,080.      MT  (+/- 180 meters Scaled)
 PD0419
 PD0419                          SUPERSEDED SURVEY CONTROL
 PD0419
 PD0419  NGVD 29 (??/??/92)   38.723  (m)          127.04   (f) ADJ UNCH    2 0
 PD0419
 PD0419.Superseded values are not recommended for survey control.
 PD0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0419.See file dsdata.txt to determine how the superseded data were derived.
 PD0419
 PD0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK094838(NAD 83)
 PD0419_MARKER: DB = BENCH MARK DISK
 PD0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PD0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PD0419_STAMPING: P 40 1935
 PD0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0419+STABILITY: SURFACE MOTION
 PD0419
 PD0419  HISTORY     - Date     Condition        Report By
 PD0419  HISTORY     - 1935     MONUMENTED       CGS
 PD0419  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 PD0419
 PD0419                          STATION DESCRIPTION
 PD0419
 PD0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PD0419'4.2 MI E FROM WESLEY.
 PD0419'4.2 MILES EAST ALONG STATE HIGHWAY 9 FROM THE JUNCTION OF STATE
 PD0419'HIGHWAY 192 AT WESLEY, WASHINGTON COUNTY, 0.7 MILE EAST OF THE
 PD0419'CRAWFORD TOWN LINE, 0.4 MILE EAST OF A 15-FOOT WOODEN BRIDGE OVER
 PD0419'A CREEK, 50 YARDS WEST OF THE TOP OF A HILL, AND 35 FEET SOUTH
 PD0419'OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED P 40
 PD0419'1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 PD0419'ABOVE GROUND.
 PD0419
 PD0419                          STATION RECOVERY (1986)
 PD0419
 PD0419'RECOVERY NOTE BY US POWER SQUADRON 1986 (LEP)
 PD0419'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0066 ***********************************************************************
 QF0066  DESIGNATION -  P 41
 QF0066  PID         -  QF0066
 QF0066  STATE/COUNTY-  ME/WASHINGTON
 QF0066  USGS QUAD   -  MEDDYBEMPS LAKE EAST (1987)
 QF0066
 QF0066                         *CURRENT SURVEY CONTROL
 QF0066  ___________________________________________________________________
 QF0066* NAD 83(1986)-  45 04 10.     (N)    067 19 51.     (W)     SCALED    
 QF0066* NAVD 88     -        82.269  (meters)     269.91   (feet)  ADJUSTED  
 QF0066  ___________________________________________________________________
 QF0066  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 QF0066  DYNAMIC HT  -          82.267 (meters)     269.90  (feet)  COMP
 QF0066  MODELED GRAV-     980,601.5   (mgal)                       NAVD 88
 QF0066
 QF0066  VERT ORDER  -  SECOND    CLASS 0
 QF0066
 QF0066.The horizontal coordinates were scaled from a topographic map and have
 QF0066.an estimated accuracy of +/- 6 seconds.
 QF0066
 QF0066.The orthometric height was determined by differential leveling
 QF0066.and adjusted by the National Geodetic Survey in June 1991..
 QF0066
 QF0066.The geoid height was determined by GEOID03.
 QF0066
 QF0066.The dynamic height is computed by dividing the NAVD 88
 QF0066.geopotential number by the normal gravity value computed on the
 QF0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0066.degrees latitude (g = 980.6199 gals.).
 QF0066
 QF0066.The modeled gravity was interpolated from observed gravity values.
 QF0066
 QF0066;                    North         East    Units  Estimated Accuracy
 QF0066;SPC ME E     -   156,530.      392,060.      MT  (+/- 180 meters Scaled)
 QF0066
 QF0066                          SUPERSEDED SURVEY CONTROL
 QF0066
 QF0066  NGVD 29 (??/??/92)   82.474  (m)          270.58   (f) ADJ UNCH    2 0
 QF0066
 QF0066.Superseded values are not recommended for survey control.
 QF0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0066.See file dsdata.txt to determine how the superseded data were derived.
 QF0066
 QF0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK313920(NAD 83)
 QF0066_MARKER: DB = BENCH MARK DISK
 QF0066_SETTING: 66 = SET IN ROCK OUTCROP
 QF0066_SP_SET: ROCK OUTCROP
 QF0066_STAMPING: P 41 1935
 QF0066_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0066+STABILITY: POSITION/ELEVATION WELL
 QF0066
 QF0066  HISTORY     - Date     Condition        Report By
 QF0066  HISTORY     - 1935     MONUMENTED       CGS
 QF0066
 QF0066                          STATION DESCRIPTION
 QF0066
 QF0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QF0066'4.1 MI S FROM BARING.
 QF0066'4.1 MILES SOUTH ALONG STATE HIGHWAY 191 FROM THE JUNCTION OF
 QF0066'U.S. HIGHWAY 1 WEST OF BARING, WASHINGTON COUNTY, 0.4 MILE SOUTH
 QF0066'OF THE BARING-MEDDYBEMPS TOWN LINE, 350 YARDS NORTH OF THE TOP
 QF0066'OF A LONG HILL, 33 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND
 QF0066'IN THE TOP OF A ROCK OUTCROP.  A STANDARD DISK, STAMPED P 41 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1249 ***********************************************************************
 PE1249  DESIGNATION -  P 45
 PE1249  PID         -  PE1249
 PE1249  STATE/COUNTY-  ME/KENNEBEC
 PE1249  USGS QUAD   -  WEEKS MILLS (1982)
 PE1249
 PE1249                         *CURRENT SURVEY CONTROL
 PE1249  ___________________________________________________________________
 PE1249* NAD 83(1986)-  44 17 00.     (N)    069 33 42.     (W)     SCALED    
 PE1249* NAVD 88     -        63.377  (meters)     207.93   (feet)  ADJUSTED  
 PE1249  ___________________________________________________________________
 PE1249  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 PE1249  DYNAMIC HT  -          63.372 (meters)     207.91  (feet)  COMP
 PE1249  MODELED GRAV-     980,526.4   (mgal)                       NAVD 88
 PE1249
 PE1249  VERT ORDER  -  SECOND    CLASS 0
 PE1249
 PE1249.The horizontal coordinates were scaled from a topographic map and have
 PE1249.an estimated accuracy of +/- 6 seconds.
 PE1249
 PE1249.The orthometric height was determined by differential leveling
 PE1249.and adjusted by the National Geodetic Survey in June 1991..
 PE1249
 PE1249.The geoid height was determined by GEOID03.
 PE1249
 PE1249.The dynamic height is computed by dividing the NAVD 88
 PE1249.geopotential number by the normal gravity value computed on the
 PE1249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1249.degrees latitude (g = 980.6199 gals.).
 PE1249
 PE1249.The modeled gravity was interpolated from observed gravity values.
 PE1249
 PE1249;                    North         East    Units  Estimated Accuracy
 PE1249;SPC ME W     -   161,270.      948,290.      MT  (+/- 180 meters Scaled)
 PE1249
 PE1249                          SUPERSEDED SURVEY CONTROL
 PE1249
 PE1249  NGVD 29 (??/??/92)   63.59   (m)          208.6    (f) COMPUTED    2 0
 PE1249
 PE1249.Superseded values are not recommended for survey control.
 PE1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1249.See file dsdata.txt to determine how the superseded data were derived.
 PE1249
 PE1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK551034(NAD 83)
 PE1249_MARKER: DB = BENCH MARK DISK
 PE1249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1249_STAMPING: P-45 1935
 PE1249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1249+STABILITY: SURFACE MOTION
 PE1249
 PE1249  HISTORY     - Date     Condition        Report By
 PE1249  HISTORY     - 1935     MONUMENTED       CGS
 PE1249  HISTORY     - 1979     MARK NOT FOUND   USGS
 PE1249
 PE1249                          STATION DESCRIPTION
 PE1249
 PE1249'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE1249'1.9 MI N FROM COOPERS MILLS.
 PE1249'P-45 IS LOCATED 1.9 MILES NORTH OF POST OFFICE AT COOPERS MILLS,
 PE1249'ALONG ROAD TO S. CHINA, 22.5 FT. NORTHEAST OF CENTERLINE OF OLD
 PE1249'RAILROAD BED, 15 FT. SOUTHWEST OF LINE OF POWER POLES, 12 FT.
 PE1249'WEST OF CENTERLINE OF ROAD, 10.5 FT. NORTH OF TELEPHONE POLE.
 PE1249'STANDARD TABLET SET IN CONCRETE POST 5 IN HIGH.
 PE1249
 PE1249                          STATION RECOVERY (1979)
 PE1249
 PE1249'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PE1249'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1250 ***********************************************************************
 PE1250  DESIGNATION -  P 45 RESET 1938
 PE1250  PID         -  PE1250
 PE1250  STATE/COUNTY-  ME/KENNEBEC
 PE1250  USGS QUAD   -  WEEKS MILLS (1982)
 PE1250
 PE1250                         *CURRENT SURVEY CONTROL
 PE1250  ___________________________________________________________________
 PE1250* NAD 83(1986)-  44 17 00.     (N)    069 33 42.     (W)     SCALED    
 PE1250* NAVD 88     -        63.60   (meters)     208.7    (feet)  RESET     
 PE1250  ___________________________________________________________________
 PE1250  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 PE1250
 PE1250  VERT ORDER  -  THIRD
 PE1250
 PE1250.The horizontal coordinates were scaled from a topographic map and have
 PE1250.an estimated accuracy of +/- 6 seconds.
 PE1250
 PE1250.The orthometric height was computed from unverified reset data.
 PE1250.No vertical observational check was made to the station.
 PE1250
 PE1250.The geoid height was determined by GEOID03.
 PE1250
 PE1250;                    North         East    Units  Estimated Accuracy
 PE1250;SPC ME W     -   161,270.      948,290.      MT  (+/- 180 meters Scaled)
 PE1250
 PE1250                          SUPERSEDED SURVEY CONTROL
 PE1250
 PE1250  NGVD 29 (??/??/??)   63.81   (m)          209.3    (f) RESET       3  
 PE1250
 PE1250.Superseded values are not recommended for survey control.
 PE1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1250.See file dsdata.txt to determine how the superseded data were derived.
 PE1250
 PE1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK551034(NAD 83)
 PE1250_MARKER: DB = BENCH MARK DISK
 PE1250_SETTING: 66 = SET IN ROCK OUTCROP
 PE1250_SP_SET: ROCK LEDGE
 PE1250_STAMPING: P 45 RESET 1938
 PE1250_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1250+STABILITY: POSITION/ELEVATION WELL
 PE1250
 PE1250  HISTORY     - Date     Condition        Report By
 PE1250  HISTORY     - 1938     MONUMENTED       MEHD
 PE1250
 PE1250                          STATION DESCRIPTION
 PE1250
 PE1250'DESCRIBED BY MAINE HIGHWAY DEPARTMENT (NOW MEDT) 1938
 PE1250'1.9 MI N FROM COOPERS MILLS.
 PE1250'IN KENNEBEC COUNTY, 1.9 MILES NORTH ALONG THE SOUTH CHINA ROAD
 PE1250'FROM THE POST OFFICE AT COOPERS MILLS, LINCOLN COUNTY, 50
 PE1250'FEET NORTHEAST OF THE CENTERLINE OF AN OLD RAILROAD BED, 20 FEET
 PE1250'WEST OF THE EDGE OF THE ROAD, AND IN A ROCK LEDGE.  A STANDARD
 PE1250'DISK STAMPED P 45 RESET 1938.  NOTE-- THIS BENCH MARK WAS
 PE1250'ESTABLISHED IN DECEMBER 1938 BY ENGINEERS OF THE MAINE STATE
 PE1250'HIGHWAY COMMISSION.  ITS ELEVATION, AS DETERMINED BY THE
 PE1250'HIGHWAY ENGINEERS, IS 0.735 FOOT HIGHER THAN THE ELEVATION OF
 PE1250'THE ORIGINAL BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0811 ***********************************************************************
 PE0811  DESIGNATION -  P 46
 PE0811  PID         -  PE0811
 PE0811  STATE/COUNTY-  ME/KENNEBEC
 PE0811  USGS QUAD   -  ALBION (1982)
 PE0811
 PE0811                         *CURRENT SURVEY CONTROL
 PE0811  ___________________________________________________________________
 PE0811* NAD 83(1986)-  44 31 58.     (N)    069 26 24.     (W)     SCALED    
 PE0811* NAVD 88     -        91.564  (meters)     300.41   (feet)  ADJUSTED  
 PE0811  ___________________________________________________________________
 PE0811  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 PE0811  DYNAMIC HT  -          91.557 (meters)     300.38  (feet)  COMP
 PE0811  MODELED GRAV-     980,541.0   (mgal)                       NAVD 88
 PE0811
 PE0811  VERT ORDER  -  SECOND    CLASS 0
 PE0811
 PE0811.The horizontal coordinates were scaled from a topographic map and have
 PE0811.an estimated accuracy of +/- 6 seconds.
 PE0811
 PE0811.The orthometric height was determined by differential leveling
 PE0811.and adjusted by the National Geodetic Survey in June 1991..
 PE0811
 PE0811.The geoid height was determined by GEOID03.
 PE0811
 PE0811.The dynamic height is computed by dividing the NAVD 88
 PE0811.geopotential number by the normal gravity value computed on the
 PE0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0811.degrees latitude (g = 980.6199 gals.).
 PE0811
 PE0811.The modeled gravity was interpolated from observed gravity values.
 PE0811
 PE0811;                    North         East    Units  Estimated Accuracy
 PE0811;SPC ME W     -   189,070.      957,760.      MT  (+/- 180 meters Scaled)
 PE0811
 PE0811                          SUPERSEDED SURVEY CONTROL
 PE0811
 PE0811  NGVD 29 (??/??/92)   91.780  (m)          301.11   (f) ADJ UNCH    2 0
 PE0811
 PE0811.Superseded values are not recommended for survey control.
 PE0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0811.See file dsdata.txt to determine how the superseded data were derived.
 PE0811
 PE0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK650311(NAD 83)
 PE0811_MARKER: DB = BENCH MARK DISK
 PE0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0811_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0811_STAMPING: P 46 1935
 PE0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0811+STABILITY: SURFACE MOTION
 PE0811
 PE0811  HISTORY     - Date     Condition        Report By
 PE0811  HISTORY     - 1935     MONUMENTED       CGS
 PE0811  HISTORY     - 1957     MARK NOT FOUND   NGS
 PE0811
 PE0811                          STATION DESCRIPTION
 PE0811
 PE0811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 PE0811'AT ALBION.
 PE0811'AT ALBION, KENNEBEC COUNTY, 76.5 FEET SOUTHEAST OF THE SOUTHEAST
 PE0811'CORNER OF THE FRANK L. BESSE SCHOOL, 28 FEET NORTH OF THE
 PE0811'CENTERLINE OF THE HIGHWAY, 21.5 FEET NORTHWEST OF A 10-INCH
 PE0811'CONCRETE CULVERT, AT THE SOUTHEAST CORNER OF THE SCHOOLYARD,
 PE0811'AND 3.6 FEET NORTH OF A LARGE TREE.  A STANDARD DISK, STAMPED
 PE0811'P 46 1935 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 PE0811'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0927 ***********************************************************************
 PE0927  DESIGNATION -  P 47
 PE0927  PID         -  PE0927
 PE0927  STATE/COUNTY-  ME/WALDO
 PE0927  USGS QUAD   -  WASHINGTON (1973)
 PE0927
 PE0927                         *CURRENT SURVEY CONTROL
 PE0927  ___________________________________________________________________
 PE0927* NAD 83(1986)-  44 20 05.     (N)    069 20 50.     (W)     SCALED    
 PE0927* NAVD 88     -       147.878  (meters)     485.16   (feet)  ADJUSTED  
 PE0927  ___________________________________________________________________
 PE0927  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 PE0927  DYNAMIC HT  -         147.864 (meters)     485.12  (feet)  COMP
 PE0927  MODELED GRAV-     980,522.3   (mgal)                       NAVD 88
 PE0927
 PE0927  VERT ORDER  -  SECOND    CLASS 0
 PE0927
 PE0927.The horizontal coordinates were scaled from a topographic map and have
 PE0927.an estimated accuracy of +/- 6 seconds.
 PE0927
 PE0927.The orthometric height was determined by differential leveling
 PE0927.and adjusted by the National Geodetic Survey in June 1991..
 PE0927
 PE0927.The geoid height was determined by GEOID03.
 PE0927
 PE0927.The dynamic height is computed by dividing the NAVD 88
 PE0927.geopotential number by the normal gravity value computed on the
 PE0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0927.degrees latitude (g = 980.6199 gals.).
 PE0927
 PE0927.The modeled gravity was interpolated from observed gravity values.
 PE0927
 PE0927;                    North         East    Units  Estimated Accuracy
 PE0927;SPC ME E     -    74,570.      232,440.      MT  (+/- 180 meters Scaled)
 PE0927
 PE0927                          SUPERSEDED SURVEY CONTROL
 PE0927
 PE0927  NGVD 29 (??/??/92)  148.09   (m)          485.9    (f) COMPUTED    2 0
 PE0927
 PE0927.Superseded values are not recommended for survey control.
 PE0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0927.See file dsdata.txt to determine how the superseded data were derived.
 PE0927
 PE0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK723091(NAD 83)
 PE0927_MARKER: DB = BENCH MARK DISK
 PE0927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0927_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0927_STAMPING: P 47 1935
 PE0927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0927+STABILITY: SURFACE MOTION
 PE0927
 PE0927  HISTORY     - Date     Condition        Report By
 PE0927  HISTORY     - 1935     MONUMENTED       CGS
 PE0927
 PE0927                          STATION DESCRIPTION
 PE0927
 PE0927'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE0927'1 MI NE FROM SOUTH LIBERTY.
 PE0927'1.0 MILE NORTHEAST ALONG STATE HIGHWAY 220 FROM THE JUNCTION
 PE0927'OF STATE HIGHWAY 105 AT SOUTH LIBERTY, WALDO COUNTY, 3 POLES
 PE0927'SOUTHWEST OF THE SOUTHWEST SLOPE OF A LONG HILL, 78.5 FEET
 PE0927'NORTHEAST OF THE NORTHEAST CORNER OF A WELL, 61.5 FEET EAST OF
 PE0927'THE EAST CORNER OF A FARMHOUSE, 22 FEET NORTHWEST OF THE CENTERLINE
 PE0927'OF THE HIGHWAY, AND 15 FEET SOUTHWEST OF THE FIRST MAPLE TREE
 PE0927'SOUTHWEST OF THE DRIVE LEADING TO THE HOUSE.  A STANDARD DISK,
 PE0927'STAMPED P 47 1935 AND SET IN THE TOP OF A CONCRETE POST FLUSH
 PE0927'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0949 ***********************************************************************
 PE0949  DESIGNATION -  P 48
 PE0949  PID         -  PE0949
 PE0949  STATE/COUNTY-  ME/KNOX
 PE0949  USGS QUAD   -  WEST ROCKPORT (1988)
 PE0949
 PE0949                         *CURRENT SURVEY CONTROL
 PE0949  ___________________________________________________________________
 PE0949* NAD 83(1986)-  44 07 32.     (N)    069 14 26.     (W)     SCALED    
 PE0949* NAVD 88     -        30.000  (meters)      98.42   (feet)  ADJUSTED  
 PE0949  ___________________________________________________________________
 PE0949  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 PE0949  DYNAMIC HT  -          29.997 (meters)      98.42  (feet)  COMP
 PE0949  MODELED GRAV-     980,521.8   (mgal)                       NAVD 88
 PE0949
 PE0949  VERT ORDER  -  SECOND    CLASS 0
 PE0949
 PE0949.The horizontal coordinates were scaled from a topographic map and have
 PE0949.an estimated accuracy of +/- 6 seconds.
 PE0949
 PE0949.The orthometric height was determined by differential leveling
 PE0949.and adjusted by the National Geodetic Survey in June 1991..
 PE0949
 PE0949.The geoid height was determined by GEOID03.
 PE0949
 PE0949.The dynamic height is computed by dividing the NAVD 88
 PE0949.geopotential number by the normal gravity value computed on the
 PE0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0949.degrees latitude (g = 980.6199 gals.).
 PE0949
 PE0949.The modeled gravity was interpolated from observed gravity values.
 PE0949
 PE0949;                    North         East    Units  Estimated Accuracy
 PE0949;SPC ME E     -    51,250.      240,730.      MT  (+/- 180 meters Scaled)
 PE0949
 PE0949                          SUPERSEDED SURVEY CONTROL
 PE0949
 PE0949  NGVD 29 (??/??/92)   30.209  (m)           99.11   (f) ADJ UNCH    2 0
 PE0949
 PE0949.Superseded values are not recommended for survey control.
 PE0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0949.See file dsdata.txt to determine how the superseded data were derived.
 PE0949
 PE0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ807858(NAD 83)
 PE0949_MARKER: DB = BENCH MARK DISK
 PE0949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0949_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0949_STAMPING: P 48 1935
 PE0949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0949+STABILITY: SURFACE MOTION
 PE0949
 PE0949  HISTORY     - Date     Condition        Report By
 PE0949  HISTORY     - 1935     MONUMENTED       CGS
 PE0949  HISTORY     - 1953     GOOD             NGS
 PE0949
 PE0949                          STATION DESCRIPTION
 PE0949
 PE0949'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 PE0949'0.4 MI NW FROM WARREN.
 PE0949'0.4 MILE NORTHWEST ALONG STATE HIGHWAY 131 FROM THE INTERSECTION
 PE0949'OF STATE HIGHWAY NO. 90 AT WARREN, KNOX COUNTY, AT A RIGHT
 PE0949'ANGLE CURVE, 40 FEET SOUTHWEST OF THE CENTERLINE OF THE
 PE0949'HIGHWAY, 33 FEET NORTHEAST OF THE NORTHEAST CORNER OF A FARMHOUSE,
 PE0949'32 FEET SOUTH OF THE CENTER OF THE JUNCTION OF A ROAD LEADING
 PE0949'WEST, 30 FEET WEST OF THE CENTERLINE OF A ROAD LEADING SOUTH TO
 PE0949'WARREN, 3 FEET SOUTHEAST OF A TREE, AND 2 INCHES UNDERGROUND.
 PE0949'A STANDARD DISK, STAMPED P 48 1935 AND SET IN THE TOP OF A
 PE0949'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0980 ***********************************************************************
 PE0980  DESIGNATION -  P 49
 PE0980  PID         -  PE0980
 PE0980  STATE/COUNTY-  ME/WALDO
 PE0980  USGS QUAD   -  MORRILL (1979)
 PE0980
 PE0980                         *CURRENT SURVEY CONTROL
 PE0980  ___________________________________________________________________
 PE0980* NAD 83(1986)-  44 26 16.     (N)    069 10 33.     (W)     SCALED    
 PE0980* NAVD 88     -       101.435  (meters)     332.79   (feet)  ADJUSTED  
 PE0980  ___________________________________________________________________
 PE0980  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 PE0980  DYNAMIC HT  -         101.427 (meters)     332.77  (feet)  COMP
 PE0980  MODELED GRAV-     980,532.0   (mgal)                       NAVD 88
 PE0980
 PE0980  VERT ORDER  -  SECOND    CLASS 0
 PE0980
 PE0980.The horizontal coordinates were scaled from a topographic map and have
 PE0980.an estimated accuracy of +/- 6 seconds.
 PE0980
 PE0980.The orthometric height was determined by differential leveling
 PE0980.and adjusted by the National Geodetic Survey in June 1991..
 PE0980
 PE0980.The geoid height was determined by GEOID03.
 PE0980
 PE0980.The dynamic height is computed by dividing the NAVD 88
 PE0980.geopotential number by the normal gravity value computed on the
 PE0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0980.degrees latitude (g = 980.6199 gals.).
 PE0980
 PE0980.The modeled gravity was interpolated from observed gravity values.
 PE0980
 PE0980;                    North         East    Units  Estimated Accuracy
 PE0980;SPC ME E     -    85,890.      246,200.      MT  (+/- 180 meters Scaled)
 PE0980
 PE0980                          SUPERSEDED SURVEY CONTROL
 PE0980
 PE0980  NGVD 29 (??/??/92)  101.651  (m)          333.50   (f) ADJ UNCH    2 0
 PE0980
 PE0980.Superseded values are not recommended for survey control.
 PE0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0980.See file dsdata.txt to determine how the superseded data were derived.
 PE0980
 PE0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK860205(NAD 83)
 PE0980_MARKER: DB = BENCH MARK DISK
 PE0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0980_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0980_STAMPING: P 49 1935
 PE0980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0980+STABILITY: SURFACE MOTION
 PE0980
 PE0980  HISTORY     - Date     Condition        Report By
 PE0980  HISTORY     - 1935     MONUMENTED       CGS
 PE0980
 PE0980                          STATION DESCRIPTION
 PE0980
 PE0980'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE0980'1.5 MI SW FROM MORRILL.
 PE0980'1.5 MILES SOUTHWEST ALONG THE NORTH SEARSMONT ROAD FROM A ROAD
 PE0980'CROSSING AT MORRILL, WALDO COUNTY, AT THE EAST END OF A CURVE, 3
 PE0980'POLES EAST OF THE JUNCTION OF A ROAD LEADING NORTH, 19 FEET SOUTH
 PE0980'OF THE CENTERLINE OF THE ROAD, AND 3 FEET SOUTH OF THE SECOND POLE
 PE0980'WEST OF A LARGE WHITE HOUSE.  A STANDARD DISK, STAMPED P 49 1935
 PE0980'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1/2 FOOT ABOVE
 PE0980'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0070 ***********************************************************************
 RG0070  DESIGNATION -  P 5
 RG0070  PID         -  RG0070
 RG0070  STATE/COUNTY-  ME/SOMERSET
 RG0070  USGS QUAD   -  HARDWOOD MOUNTAIN SW (1989)
 RG0070
 RG0070                         *CURRENT SURVEY CONTROL
 RG0070  ___________________________________________________________________
 RG0070* NAD 83(1986)-  46 29 24.     (N)    070 11 59.     (W)     SCALED    
 RG0070* NAVD 88     -       359.461  (meters)    1179.33   (feet)  ADJUSTED  
 RG0070  ___________________________________________________________________
 RG0070  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 RG0070  DYNAMIC HT  -         359.466 (meters)    1179.35  (feet)  COMP
 RG0070  MODELED GRAV-     980,620.2   (mgal)                       NAVD 88
 RG0070
 RG0070  VERT ORDER  -  FIRST     CLASS II
 RG0070
 RG0070.The horizontal coordinates were scaled from a topographic map and have
 RG0070.an estimated accuracy of +/- 6 seconds.
 RG0070
 RG0070.The orthometric height was determined by differential leveling
 RG0070.and adjusted by the National Geodetic Survey in June 1991..
 RG0070
 RG0070.The geoid height was determined by GEOID03.
 RG0070
 RG0070.The dynamic height is computed by dividing the NAVD 88
 RG0070.geopotential number by the normal gravity value computed on the
 RG0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RG0070.degrees latitude (g = 980.6199 gals.).
 RG0070
 RG0070.The modeled gravity was interpolated from observed gravity values.
 RG0070
 RG0070;                    North         East    Units  Estimated Accuracy
 RG0070;SPC ME W     -   406,340.      897,460.      MT  (+/- 180 meters Scaled)
 RG0070
 RG0070                          SUPERSEDED SURVEY CONTROL
 RG0070
 RG0070  NGVD 29 (??/??/92)  359.629  (m)         1179.88   (f) ADJ UNCH    1 2
 RG0070
 RG0070.Superseded values are not recommended for survey control.
 RG0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0070.See file dsdata.txt to determine how the superseded data were derived.
 RG0070
 RG0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM079491(NAD 83)
 RG0070_MARKER: P = PIPE CAP
 RG0070_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RG0070_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RG0070_STAMPING: P 5 1953
 RG0070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0070
 RG0070  HISTORY     - Date     Condition        Report By
 RG0070  HISTORY     - 1953     MONUMENTED       CGS
 RG0070
 RG0070                          STATION DESCRIPTION
 RG0070
 RG0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RG0070'AT STE CAMILLE.
 RG0070'AT STE CAMILLE, ABOUT 0.15 MILE NORTHEAST ALONG THE QUEBEC
 RG0070'CENTRAL RAILWAY FROM THE STATION, AT THE NORTH CORNER OF A
 RG0070'CLEARING AND WEST CORNER OF A WOODED AREA, AT A FENCE CORNER, 46
 RG0070'FEET SOUTHEAST OF SOUTHEAST RAIL, 30 1/2 FEET SOUTH OF A
 RG0070'TELEPHONE POLE, 3 1/2 FEET NORTH-NORTHEAST OF FENCE CORNER, ABOUT
 RG0070'3 FEET BELOW LEVEL OF TRACK AND IS A DISK WELDED ON THE TOP OF A
 RG0070'3-INCH IRON PIPE PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1009 ***********************************************************************
 PE1009  DESIGNATION -  P 50
 PE1009  PID         -  PE1009
 PE1009  STATE/COUNTY-  ME/WALDO
 PE1009  USGS QUAD   -  PALERMO (1979)
 PE1009
 PE1009                         *CURRENT SURVEY CONTROL
 PE1009  ___________________________________________________________________
 PE1009* NAD 83(1986)-  44 22 50.     (N)    069 24 50.     (W)     SCALED    
 PE1009* NAVD 88     -       102.994  (meters)     337.91   (feet)  ADJUSTED  
 PE1009  ___________________________________________________________________
 PE1009  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 PE1009  DYNAMIC HT  -         102.986 (meters)     337.88  (feet)  COMP
 PE1009  MODELED GRAV-     980,532.8   (mgal)                       NAVD 88
 PE1009
 PE1009  VERT ORDER  -  SECOND    CLASS 0
 PE1009
 PE1009.The horizontal coordinates were scaled from a topographic map and have
 PE1009.an estimated accuracy of +/- 6 seconds.
 PE1009
 PE1009.The orthometric height was determined by differential leveling
 PE1009.and adjusted by the National Geodetic Survey in June 1991..
 PE1009
 PE1009.The geoid height was determined by GEOID03.
 PE1009
 PE1009.The dynamic height is computed by dividing the NAVD 88
 PE1009.geopotential number by the normal gravity value computed on the
 PE1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1009.degrees latitude (g = 980.6199 gals.).
 PE1009
 PE1009.The modeled gravity was interpolated from observed gravity values.
 PE1009
 PE1009;                    North         East    Units  Estimated Accuracy
 PE1009;SPC ME E     -    79,720.      227,180.      MT  (+/- 180 meters Scaled)
 PE1009
 PE1009                          SUPERSEDED SURVEY CONTROL
 PE1009
 PE1009  NGVD 29 (??/??/92)  103.211  (m)          338.62   (f) ADJ UNCH    2 0
 PE1009
 PE1009.Superseded values are not recommended for survey control.
 PE1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1009.See file dsdata.txt to determine how the superseded data were derived.
 PE1009
 PE1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK670142(NAD 83)
 PE1009_MARKER: DB = BENCH MARK DISK
 PE1009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1009_STAMPING: P 50 1935
 PE1009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1009+STABILITY: SURFACE MOTION
 PE1009
 PE1009  HISTORY     - Date     Condition        Report By
 PE1009  HISTORY     - 1935     MONUMENTED       CGS
 PE1009  HISTORY     - 1958     MARK NOT FOUND   USGS
 PE1009
 PE1009                          STATION DESCRIPTION
 PE1009
 PE1009'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 PE1009'4.4 MI E FROM PALERMO.
 PE1009'4.4 MILES EAST ALONG STATE HIGHWAY 3 FROM THE POST OFFICE AT
 PE1009'PALERMO, WALDO COUNTY, 0.4 MILE EAST OF A SMALL CONCRETE CULVERT
 PE1009'OVER A STREAM, 80 YARDS WEST OF THE WEST END OF A CURVE, AT THE
 PE1009'TOP OF A HILL SLOPING EAST, AT THE EAST END OF A HALF-ACRE
 PE1009'CLEARING, AND 38 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.
 PE1009'A STANDARD DISK, STAMPED P 50 1935 AND SET IN THE TOP OF A
 PE1009'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1280 ***********************************************************************
 PE1280  DESIGNATION -  P 51
 PE1280  PID         -  PE1280
 PE1280  STATE/COUNTY-  ME/LINCOLN
 PE1280  USGS QUAD   -  WISCASSET (1979)
 PE1280
 PE1280                         *CURRENT SURVEY CONTROL
 PE1280  ___________________________________________________________________
 PE1280* NAD 83(1986)-  44 06 23.     (N)    069 41 28.     (W)     SCALED    
 PE1280* NAVD 88     -        65.288  (meters)     214.20   (feet)  ADJUSTED  
 PE1280  ___________________________________________________________________
 PE1280  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 PE1280  DYNAMIC HT  -          65.281 (meters)     214.18  (feet)  COMP
 PE1280  MODELED GRAV-     980,510.1   (mgal)                       NAVD 88
 PE1280
 PE1280  VERT ORDER  -  SECOND    CLASS 0
 PE1280
 PE1280.The horizontal coordinates were scaled from a topographic map and have
 PE1280.an estimated accuracy of +/- 6 seconds.
 PE1280
 PE1280.The orthometric height was determined by differential leveling
 PE1280.and adjusted by the National Geodetic Survey in June 1991..
 PE1280
 PE1280.The geoid height was determined by GEOID03.
 PE1280
 PE1280.The dynamic height is computed by dividing the NAVD 88
 PE1280.geopotential number by the normal gravity value computed on the
 PE1280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1280.degrees latitude (g = 980.6199 gals.).
 PE1280
 PE1280.The modeled gravity was interpolated from observed gravity values.
 PE1280
 PE1280;                    North         East    Units  Estimated Accuracy
 PE1280;SPC ME W     -   141,540.      938,070.      MT  (+/- 180 meters Scaled)
 PE1280
 PE1280                          SUPERSEDED SURVEY CONTROL
 PE1280
 PE1280  NGVD 29 (??/??/92)   65.497  (m)          214.88   (f) ADJ UNCH    2 0
 PE1280
 PE1280.Superseded values are not recommended for survey control.
 PE1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1280.See file dsdata.txt to determine how the superseded data were derived.
 PE1280
 PE1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ446839(NAD 83)
 PE1280_MARKER: DB = BENCH MARK DISK
 PE1280_SETTING: 66 = SET IN ROCK OUTCROP
 PE1280_SP_SET: ROCK LEDGE
 PE1280_STAMPING: P 51 1935
 PE1280_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1280+STABILITY: POSITION/ELEVATION WELL
 PE1280
 PE1280  HISTORY     - Date     Condition        Report By
 PE1280  HISTORY     - 1935     MONUMENTED       CGS
 PE1280
 PE1280                          STATION DESCRIPTION
 PE1280
 PE1280'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE1280'1.8 MI E FROM DRESDEN MILLS.
 PE1280'1.8 MILES EAST ALONG THE HEAD TIDE ROAD FROM THE JUNCTION WITH
 PE1280'STATE HIGHWAY 27 AT DRESDEN MILLS, LINCOLN COUNTY, ON THE EAST
 PE1280'SLOPE OF A HILL, 198 FEET WEST OF THE WEST WALL OF AN OLD HOUSE,
 PE1280'40 YARDS NORTH OF THE ROAD, 110 FEET NORTHEAST OF THE CENTERLINE
 PE1280'OF THE ROAD AT THE SOUTHEAST CORNER OF THE L.B. WOODWARD FARM,
 PE1280'OPPOSITE THE WEST EDGE OF A MEADOW, 28 FEET SOUTHWEST OF A STONE
 PE1280'WALL, AND IN THE TOP OF A ROCK LEDGE.  A STANDARD DISK, STAMPED
 PE1280'P 51 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1295 ***********************************************************************
 PE1295  DESIGNATION -  P 52 RESET 1965
 PE1295  PID         -  PE1295
 PE1295  STATE/COUNTY-  ME/KENNEBEC
 PE1295  USGS QUAD   -  WEEKS MILLS (1982)
 PE1295
 PE1295                         *CURRENT SURVEY CONTROL
 PE1295  ___________________________________________________________________
 PE1295* NAD 83(1986)-  44 16 00.     (N)    069 33 51.     (W)     SCALED    
 PE1295* NAVD 88     -        50.64   (meters)     166.1    (feet)  RESET     
 PE1295  ___________________________________________________________________
 PE1295  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 PE1295
 PE1295  VERT ORDER  -  THIRD
 PE1295
 PE1295.The horizontal coordinates were scaled from a topographic map and have
 PE1295.an estimated accuracy of +/- 6 seconds.
 PE1295
 PE1295.The orthometric height was computed from unverified reset data.
 PE1295
 PE1295.The geoid height was determined by GEOID03.
 PE1295
 PE1295;                    North         East    Units  Estimated Accuracy
 PE1295;SPC ME W     -   159,420.      948,110.      MT  (+/- 180 meters Scaled)
 PE1295
 PE1295                          SUPERSEDED SURVEY CONTROL
 PE1295
 PE1295  NGVD 29 (??/??/??)   50.85   (m)          166.8    (f) RESET       3  
 PE1295
 PE1295.Superseded values are not recommended for survey control.
 PE1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1295.See file dsdata.txt to determine how the superseded data were derived.
 PE1295
 PE1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK549016(NAD 83)
 PE1295_MARKER: DD = SURVEY DISK
 PE1295_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE1295_SP_SET: BRIDGE
 PE1295_STAMPING: P 52 RESET 1965
 PE1295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE1295
 PE1295  HISTORY     - Date     Condition        Report By
 PE1295  HISTORY     - 1965     MONUMENTED       MEHD
 PE1295
 PE1295                          STATION DESCRIPTION
 PE1295
 PE1295'DESCRIBED BY MAINE HIGHWAY DEPARTMENT (NOW MEDT) 1965
 PE1295'0.9 MI NW FROM COOPER MILLS.
 PE1295'IN KENNEBEC COUNTY, ABOUT 0.9 MILES NORTHWEST ALONG STATE HIGHWAY
 PE1295'17, FROM THE BRIDGE OVER THE EAST BRANCH OF THE SHEEPSCOT
 PE1295'RIVER AT COOPERS MILLS, LINCOLN COUNTY, ABOUT 0.4 MILE NORTHWEST
 PE1295'OF THE WINDSOR-WHITEFIELD TOWN LINE, AND IN THE TOP OF THE
 PE1295'PARAPET OF THE UP STREAM WING OF ABUTMENT NUMBER 2 OF A BRIDGE
 PE1295'OVER THE WEST BRANCH OF THE SHEEPSCOT RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0088 ***********************************************************************
 RE0088  DESIGNATION -  P 55
 RE0088  PID         -  RE0088
 RE0088  STATE/COUNTY-  ME/AROOSTOOK
 RE0088  USGS QUAD   -  FORT FAIRFIELD (1984)
 RE0088
 RE0088                         *CURRENT SURVEY CONTROL
 RE0088  ___________________________________________________________________
 RE0088* NAD 83(1986)-  46 51 35.     (N)    067 48 29.     (W)     SCALED    
 RE0088* NAVD 88     -       146.731  (meters)     481.40   (feet)  ADJUSTED  
 RE0088  ___________________________________________________________________
 RE0088  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 RE0088  DYNAMIC HT  -         146.747 (meters)     481.45  (feet)  COMP
 RE0088  MODELED GRAV-     980,721.4   (mgal)                       NAVD 88
 RE0088
 RE0088  VERT ORDER  -  SECOND    CLASS 0
 RE0088
 RE0088.The horizontal coordinates were scaled from a topographic map and have
 RE0088.an estimated accuracy of +/- 6 seconds.
 RE0088
 RE0088.The orthometric height was determined by differential leveling
 RE0088.and adjusted by the National Geodetic Survey in June 1991..
 RE0088
 RE0088.The geoid height was determined by GEOID03.
 RE0088
 RE0088.The dynamic height is computed by dividing the NAVD 88
 RE0088.geopotential number by the normal gravity value computed on the
 RE0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0088.degrees latitude (g = 980.6199 gals.).
 RE0088
 RE0088.The modeled gravity was interpolated from observed gravity values.
 RE0088
 RE0088;                    North         East    Units  Estimated Accuracy
 RE0088;SPC ME E     -   355,060.      352,760.      MT  (+/- 180 meters Scaled)
 RE0088
 RE0088                          SUPERSEDED SURVEY CONTROL
 RE0088
 RE0088  NGVD 29 (??/??/92)  146.946  (m)          482.11   (f) ADJ UNCH    2 0
 RE0088
 RE0088.Superseded values are not recommended for survey control.
 RE0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0088.See file dsdata.txt to determine how the superseded data were derived.
 RE0088
 RE0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM908902(NAD 83)
 RE0088_MARKER: DB = BENCH MARK DISK
 RE0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RE0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RE0088_STAMPING: P 55 1935
 RE0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RE0088+STABILITY: SURFACE MOTION
 RE0088
 RE0088  HISTORY     - Date     Condition        Report By
 RE0088  HISTORY     - 1935     MONUMENTED       CGS
 RE0088  HISTORY     - 1952     MARK NOT FOUND   NGS
 RE0088
 RE0088                          STATION DESCRIPTION
 RE0088
 RE0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RE0088'3.8 MI S FROM LIMESTONE.
 RE0088'3.8 MILES SOUTH ALONG STATE HIGHWAY 165 FROM THE POST OFFICE
 RE0088'AT LIMESTONE, AROOSTOOK COUNTY, AT THE CROSSING OF THE BANGOR
 RE0088'AND AROOSTOOK RAILROAD, 32 FEET EAST OF THE CENTER LINE OF THE
 RE0088'HIGHWAY, AND 20 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK.
 RE0088'A STANDARD DISK, STAMPED P 55 1935 AND SET IN THE TOP OF A CONCRETE
 RE0088'POST.
 RE0088
 RE0088                          STATION RECOVERY (1952)
 RE0088
 RE0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 RE0088'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0084 ***********************************************************************
 RF0084  DESIGNATION -  P 56
 RF0084  PID         -  RF0084
 RF0084  STATE/COUNTY-  ME/AROOSTOOK
 RF0084  USGS QUAD   -  NEW SWEDEN (1978)
 RF0084
 RF0084                         *CURRENT SURVEY CONTROL
 RF0084  ___________________________________________________________________
 RF0084* NAD 83(1986)-  46 59 48.     (N)    068 02 24.     (W)     SCALED    
 RF0084* NAVD 88     -       210.566  (meters)     690.83   (feet)  POSTED    
 RF0084  ___________________________________________________________________
 RF0084  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 RF0084  DYNAMIC HT  -         210.590 (meters)     690.91  (feet)  COMP
 RF0084  MODELED GRAV-     980,734.7   (mgal)                       NAVD 88
 RF0084
 RF0084  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 RF0084
 RF0084.The horizontal coordinates were scaled from a topographic map and have
 RF0084.an estimated accuracy of +/- 6 seconds.
 RF0084
 RF0084.The orthometric height was determined by differential leveling
 RF0084.and adjusted by the National Geodetic Survey in 1992..
 RF0084.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 RF0084.rate of 2.1 thru 3.0 mm/km.
 RF0084
 RF0084.The geoid height was determined by GEOID03.
 RF0084
 RF0084.The dynamic height is computed by dividing the NAVD 88
 RF0084.geopotential number by the normal gravity value computed on the
 RF0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0084.degrees latitude (g = 980.6199 gals.).
 RF0084
 RF0084.The modeled gravity was interpolated from observed gravity values.
 RF0084
 RF0084;                    North         East    Units  Estimated Accuracy
 RF0084;SPC ME E     -   370,160.      334,980.      MT  (+/- 180 meters Scaled)
 RF0084
 RF0084                          SUPERSEDED SURVEY CONTROL
 RF0084
 RF0084  NGVD 29 (??/??/92)  210.746  (m)          691.42   (f) ADJ UNCH    2 0
 RF0084
 RF0084.Superseded values are not recommended for survey control.
 RF0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0084.See file dsdata.txt to determine how the superseded data were derived.
 RF0084
 RF0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN729052(NAD 83)
 RF0084_MARKER: DB = BENCH MARK DISK
 RF0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RF0084_STAMPING: P 56 1935
 RF0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0084+STABILITY: SURFACE MOTION
 RF0084
 RF0084  HISTORY     - Date     Condition        Report By
 RF0084  HISTORY     - 1935     MONUMENTED       CGS
 RF0084  HISTORY     - 1935     MARK NOT FOUND   NGS
 RF0084
 RF0084                          STATION DESCRIPTION
 RF0084
 RF0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RF0084'6.6 MI SE FROM STOCKHOLM.
 RF0084'6.6 MILES SOUTHEAST ALONG THE ACADIA ROAD FROM THE CROSSING
 RF0084'OF MAIN STREET AND THE BANGOR AND AROOSTOOK RAILROAD AT STOCKHOLM,
 RF0084'AROOSTOOK COUNTY, 0.6 MILE WEST OF THE JUNCTION OF U.S. HIGHWAY
 RF0084'1 (0.4 MILE NORTH OF ACADIA), AT A RIGHT-ANGLE TURN IN THE
 RF0084'ROAD, 70 FEET EAST OF POLE 87/20, 33 FEET NORTH OF THE PROJECTION
 RF0084'OF THE CENTER LINE OF THE ROAD WEST, AND 3 FEET WEST OF A WIRE
 RF0084'FENCE.  A STANDARD DISK, STAMPED P 56 1935 AND SET IN THE TOP
 RF0084'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0040 ***********************************************************************
 RF0040  DESIGNATION -  P 57
 RF0040  PID         -  RF0040
 RF0040  STATE/COUNTY-  ME/AROOSTOOK
 RF0040  USGS QUAD   -  WASHBURN (1984)
 RF0040
 RF0040                         *CURRENT SURVEY CONTROL
 RF0040  ___________________________________________________________________
 RF0040* NAD 83(1986)-  46 50 44.     (N)    068 09 20.     (W)     SCALED    
 RF0040* NAVD 88     -       213.995  (meters)     702.08   (feet)  ADJUSTED  
 RF0040  ___________________________________________________________________
 RF0040  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 RF0040  DYNAMIC HT  -         214.019 (meters)     702.16  (feet)  COMP
 RF0040  MODELED GRAV-     980,721.8   (mgal)                       NAVD 88
 RF0040
 RF0040  VERT ORDER  -  SECOND    CLASS 0
 RF0040
 RF0040.The horizontal coordinates were scaled from a topographic map and have
 RF0040.an estimated accuracy of +/- 6 seconds.
 RF0040
 RF0040.The orthometric height was determined by differential leveling
 RF0040.and adjusted by the National Geodetic Survey in June 1991..
 RF0040
 RF0040.The geoid height was determined by GEOID03.
 RF0040
 RF0040.The dynamic height is computed by dividing the NAVD 88
 RF0040.geopotential number by the normal gravity value computed on the
 RF0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0040.degrees latitude (g = 980.6199 gals.).
 RF0040
 RF0040.The modeled gravity was interpolated from observed gravity values.
 RF0040
 RF0040;                    North         East    Units  Estimated Accuracy
 RF0040;SPC ME E     -   353,310.      326,270.      MT  (+/- 180 meters Scaled)
 RF0040
 RF0040                          SUPERSEDED SURVEY CONTROL
 RF0040
 RF0040  NGVD 29 (??/??/92)  214.175  (m)          702.67   (f) ADJ UNCH    2 0
 RF0040
 RF0040.Superseded values are not recommended for survey control.
 RF0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0040.See file dsdata.txt to determine how the superseded data were derived.
 RF0040
 RF0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM643883(NAD 83)
 RF0040_MARKER: DB = BENCH MARK DISK
 RF0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RF0040_STAMPING: P 57 1935
 RF0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0040+STABILITY: SURFACE MOTION
 RF0040
 RF0040  HISTORY     - Date     Condition        Report By
 RF0040  HISTORY     - 1935     MONUMENTED       CGS
 RF0040
 RF0040                          STATION DESCRIPTION
 RF0040
 RF0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RF0040'1 MI W FROM CARSON.
 RF0040'ABOUT 1.0 MILE WEST ALONG THE PERHAM ROAD FROM THE CENTER OF
 RF0040'THE INTERSECTION OF THE AROOSTOOK VALLEY RAILROAD AT CARSON, 26
 RF0040'FEET NORTH OF THE CENTER LINE OF THE ROAD, 18 FEET EAST OF THE
 RF0040'SOUTH EXTENSION OF THE CENTER LINE OF A SIDE ROAD, 13 FEET NORTH
 RF0040'OF A CORNER POLE, AND 2 FEET WEST OF THE WIRE FENCE.  A STANDARD
 RF0040'DISK, STAMPED P 57 1935 AND SET IN THE TOP OF A CONCRETE POST
 RF0040'PROJECTING ABOUT 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0156 ***********************************************************************
 QF0156  DESIGNATION -  P 58
 QF0156  PID         -  QF0156
 QF0156  STATE/COUNTY-  ME/AROOSTOOK
 QF0156  USGS QUAD   -  TENMILE LAKE (1989)
 QF0156
 QF0156                         *CURRENT SURVEY CONTROL
 QF0156  ___________________________________________________________________
 QF0156* NAD 83(1986)-  45 58 41.     (N)    067 58 39.     (W)     SCALED    
 QF0156* NAVD 88     -       185.813  (meters)     609.62   (feet)  ADJUSTED  
 QF0156  ___________________________________________________________________
 QF0156  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 QF0156  DYNAMIC HT  -         185.820 (meters)     609.64  (feet)  COMP
 QF0156  MODELED GRAV-     980,645.4   (mgal)                       NAVD 88
 QF0156
 QF0156  VERT ORDER  -  SECOND    CLASS 0
 QF0156
 QF0156.The horizontal coordinates were scaled from a topographic map and have
 QF0156.an estimated accuracy of +/- 6 seconds.
 QF0156
 QF0156.The orthometric height was determined by differential leveling
 QF0156.and adjusted by the National Geodetic Survey in June 1991..
 QF0156
 QF0156.The geoid height was determined by GEOID03.
 QF0156
 QF0156.The dynamic height is computed by dividing the NAVD 88
 QF0156.geopotential number by the normal gravity value computed on the
 QF0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0156.degrees latitude (g = 980.6199 gals.).
 QF0156
 QF0156.The modeled gravity was interpolated from observed gravity values.
 QF0156
 QF0156;                    North         East    Units  Estimated Accuracy
 QF0156;SPC ME E     -   256,970.      340,490.      MT  (+/- 180 meters Scaled)
 QF0156
 QF0156                          SUPERSEDED SURVEY CONTROL
 QF0156
 QF0156  NGVD 29 (??/??/92)  186.00   (m)          610.2    (f) COMPUTED    2 0
 QF0156
 QF0156.Superseded values are not recommended for survey control.
 QF0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0156.See file dsdata.txt to determine how the superseded data were derived.
 QF0156
 QF0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL792921(NAD 83)
 QF0156_MARKER: DB = BENCH MARK DISK
 QF0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QF0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QF0156_STAMPING: P 58 1935
 QF0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0156+STABILITY: SURFACE MOTION
 QF0156
 QF0156  HISTORY     - Date     Condition        Report By
 QF0156  HISTORY     - 1935     MONUMENTED       CGS
 QF0156  HISTORY     - 19850522 MARK NOT FOUND   USPSQD
 QF0156
 QF0156                          STATION DESCRIPTION
 QF0156
 QF0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QF0156'4.4 MI S FROM LINNEUS.
 QF0156'4.4 MILES SOUTH ALONG U.S. HIGHWAY 2A FROM THE JUNCTION OF THE
 QF0156'NEW LIMERICK ROAD AT LINNEUS, AROOSTOOK COUNTY, AT THE CREST OF
 QF0156'A HILL, ON THE TANGENT OF THE EAST EDGE OF THE PAVEMENT FROM
 QF0156'THE SOUTH, AND 23 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A
 QF0156'STANDARD DISK, STAMPED P 58 1935 AND SET IN THE TOP OF A CONCRETE
 QF0156'POST PROJECTING 8 INCHES ABOVE GROUND.
 QF0156
 QF0156                          STATION RECOVERY (1985)
 QF0156
 QF0156'RECOVERY NOTE BY US POWER SQUADRON 1985 (WRM)
 QF0156'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0080 ***********************************************************************
 QG0080  DESIGNATION -  P 59
 QG0080  PID         -  QG0080
 QG0080  STATE/COUNTY-  ME/AROOSTOOK
 QG0080  USGS QUAD   -  REED POND (1988)
 QG0080
 QG0080                         *CURRENT SURVEY CONTROL
 QG0080  ___________________________________________________________________
 QG0080* NAD 83(1986)-  45 42 31.     (N)    068 09 29.     (W)     SCALED    
 QG0080* NAVD 88     -       119.915  (meters)     393.42   (feet)  ADJUSTED  
 QG0080  ___________________________________________________________________
 QG0080  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 QG0080  DYNAMIC HT  -         119.918 (meters)     393.43  (feet)  COMP
 QG0080  MODELED GRAV-     980,638.2   (mgal)                       NAVD 88
 QG0080
 QG0080  VERT ORDER  -  SECOND    CLASS 0
 QG0080
 QG0080.The horizontal coordinates were scaled from a topographic map and have
 QG0080.an estimated accuracy of +/- 6 seconds.
 QG0080
 QG0080.The orthometric height was determined by differential leveling
 QG0080.and adjusted by the National Geodetic Survey in June 1991..
 QG0080
 QG0080.The geoid height was determined by GEOID03.
 QG0080
 QG0080.The dynamic height is computed by dividing the NAVD 88
 QG0080.geopotential number by the normal gravity value computed on the
 QG0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0080.degrees latitude (g = 980.6199 gals.).
 QG0080
 QG0080.The modeled gravity was interpolated from observed gravity values.
 QG0080
 QG0080;                    North         East    Units  Estimated Accuracy
 QG0080;SPC ME E     -   226,950.      326,620.      MT  (+/- 180 meters Scaled)
 QG0080
 QG0080                          SUPERSEDED SURVEY CONTROL
 QG0080
 QG0080  NGVD 29 (??/??/92)  120.08   (m)          394.0    (f) COMPUTED    2 0
 QG0080
 QG0080.Superseded values are not recommended for survey control.
 QG0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0080.See file dsdata.txt to determine how the superseded data were derived.
 QG0080
 QG0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL655620(NAD 83)
 QG0080_MARKER: DB = BENCH MARK DISK
 QG0080_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QG0080_SP_SET: BRIDGE
 QG0080_STAMPING: P-59-1935
 QG0080_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG0080
 QG0080  HISTORY     - Date     Condition        Report By
 QG0080  HISTORY     - 1935     MONUMENTED       CGS
 QG0080  HISTORY     - 1953     GOOD             NGS
 QG0080
 QG0080                          STATION DESCRIPTION
 QG0080
 QG0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QG0080'7.3 MI NE FROM MACWAHOC.
 QG0080'P-59 IS LOCATED 7.3 MILES NORTHEAST OF THE JUNCTION OF STATE
 QG0080'ROAD 166 AND U.S. HY. 2 AT MACWAHOC, 0.9 OF MILE SOUTHWEST OF
 QG0080'JUNCTION OF STAE ROADS, 166 AND 177 AT FOREST LODGE.  STANDARD
 QG0080'TABLET SET IN TOP OF EAST HEADWALL OF CONCRETE HIGHWAY BRIDGE
 QG0080'OVER STREAM, IN CENTER OF WALL 4 INCHES FROM SOUTH END.
 QG0080
 QG0080                          STATION RECOVERY (1953)
 QG0080
 QG0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 QG0080'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0081 ***********************************************************************
 QG0081  DESIGNATION -  P 59 RESET 1953
 QG0081  PID         -  QG0081
 QG0081  STATE/COUNTY-  ME/AROOSTOOK
 QG0081  USGS QUAD   -  REED POND (1988)
 QG0081
 QG0081                         *CURRENT SURVEY CONTROL
 QG0081  ___________________________________________________________________
 QG0081* NAD 83(1986)-  45 42 30.     (N)    068 09 29.     (W)     SCALED    
 QG0081* NAVD 88     -       119.949  (meters)     393.53   (feet)  ADJUSTED  
 QG0081  ___________________________________________________________________
 QG0081  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 QG0081  DYNAMIC HT  -         119.951 (meters)     393.54  (feet)  COMP
 QG0081  MODELED GRAV-     980,638.2   (mgal)                       NAVD 88
 QG0081
 QG0081  VERT ORDER  -  FIRST     CLASS II
 QG0081
 QG0081.The horizontal coordinates were scaled from a topographic map and have
 QG0081.an estimated accuracy of +/- 6 seconds.
 QG0081
 QG0081.The orthometric height was determined by differential leveling
 QG0081.and adjusted by the National Geodetic Survey in June 1991..
 QG0081
 QG0081.The geoid height was determined by GEOID03.
 QG0081
 QG0081.The dynamic height is computed by dividing the NAVD 88
 QG0081.geopotential number by the normal gravity value computed on the
 QG0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0081.degrees latitude (g = 980.6199 gals.).
 QG0081
 QG0081.The modeled gravity was interpolated from observed gravity values.
 QG0081
 QG0081;                    North         East    Units  Estimated Accuracy
 QG0081;SPC ME E     -   226,920.      326,620.      MT  (+/- 180 meters Scaled)
 QG0081
 QG0081                          SUPERSEDED SURVEY CONTROL
 QG0081
 QG0081  NGVD 29 (??/??/??)  120.13   (m)          394.1    (f) RESET       3  
 QG0081
 QG0081.Superseded values are not recommended for survey control.
 QG0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0081.See file dsdata.txt to determine how the superseded data were derived.
 QG0081
 QG0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL655619(NAD 83)
 QG0081_MARKER: DB = BENCH MARK DISK
 QG0081_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QG0081_SP_SET: CULVERT
 QG0081_STAMPING: P 59 RESET 1953
 QG0081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG0081
 QG0081  HISTORY     - Date     Condition        Report By
 QG0081  HISTORY     - 1953     MONUMENTED       MEHD
 QG0081  HISTORY     - 1978     GOOD             NGS
 QG0081  HISTORY     - 1978     GOOD             NGS
 QG0081  HISTORY     - 1978     GOOD             NGS
 QG0081
 QG0081                          STATION DESCRIPTION
 QG0081
 QG0081'DESCRIBED BY MAINE HIGHWAY DEPARTMENT (NOW MEDT) 1953
 QG0081'7.3 MI NE FROM MACWAHOC.
 QG0081'7.3 MILES NORTHEAST ALONG U.S. HIGHWAY 2A FROM THE JUNCTION OF
 QG0081'U.S. HIGHWAY 2 AT MACWAHOC, AROOSTOOK COUNTY, 0.9 MILE SOUTHWEST OF
 QG0081'THE JUNCTION OF STATE HIGHWAY 171 AT REED, AT A CONCRETE BRIDGE
 QG0081'OVER WYTOPITLOCK STREAM, IN THE CENTER OF THE TOP OF THE EAST
 QG0081'HEADWALL, AND 4 INCHES FROM THE SOUTH END.
 QG0081
 QG0081                          STATION RECOVERY (1978)
 QG0081
 QG0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0081'1.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 2A FROM ITS JUNCTION WITH
 QG0081'STATE HIGHWAY 171 AT REED TO A BRIDGE ACROSS THE WYTOPITLOCK STREAM,
 QG0081'24.7 FT. SOUTH OR CENTERLINE OF HIGHWAY. DISK SET IN TOP OF THE
 QG0081'SOUTHEAST CORNER OF HEAD WALL.
 QG0081
 QG0081                          STATION RECOVERY (1978)
 QG0081
 QG0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0081'1.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 2A FROM ITS JUNCTION WITH
 QG0081'STATE HIGHWAY 171 AT REED TO A BRIDGE ACROSS THE WYTOPITLOCK STREAM,
 QG0081'24.7 FT. SOUTH OR CENTERLINE OF HIGHWAY. DISK SET IN TOP OF THE
 QG0081'SOUTHEAST CORNER OF HEAD WALL.
 QG0081
 QG0081                          STATION RECOVERY (1978)
 QG0081
 QG0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0081'1.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 2A FROM ITS JUNCTION WITH
 QG0081'STATE HIGHWAY 171 AT REED TO A BRIDGE ACROSS THE WYTOPITLOCK STREAM,
 QG0081'24.7 FT. SOUTH OR CENTERLINE OF HIGHWAY. DISK SET IN TOP OF THE
 QG0081'SOUTHEAST CORNER OF HEAD WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0041 ***********************************************************************
 QG0041  DESIGNATION -  P 61
 QG0041  PID         -  QG0041
 QG0041  STATE/COUNTY-  ME/AROOSTOOK
 QG0041  USGS QUAD   -  MONARDA (1989)
 QG0041
 QG0041                         *CURRENT SURVEY CONTROL
 QG0041  ___________________________________________________________________
 QG0041* NAD 83(1986)-  45 46 44.     (N)    068 19 05.     (W)     SCALED    
 QG0041* NAVD 88     -       157.372  (meters)     516.31   (feet)  ADJUSTED  
 QG0041  ___________________________________________________________________
 QG0041  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 QG0041  DYNAMIC HT  -         157.375 (meters)     516.32  (feet)  COMP
 QG0041  MODELED GRAV-     980,635.4   (mgal)                       NAVD 88
 QG0041
 QG0041  VERT ORDER  -  SECOND    CLASS 0
 QG0041
 QG0041.The horizontal coordinates were scaled from a topographic map and have
 QG0041.an estimated accuracy of +/- 6 seconds.
 QG0041
 QG0041.The orthometric height was determined by differential leveling
 QG0041.and adjusted by the National Geodetic Survey in June 1991..
 QG0041
 QG0041.The geoid height was determined by GEOID03.
 QG0041
 QG0041.The dynamic height is computed by dividing the NAVD 88
 QG0041.geopotential number by the normal gravity value computed on the
 QG0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0041.degrees latitude (g = 980.6199 gals.).
 QG0041
 QG0041.The modeled gravity was interpolated from observed gravity values.
 QG0041
 QG0041;                    North         East    Units  Estimated Accuracy
 QG0041;SPC ME E     -   234,720.      314,150.      MT  (+/- 180 meters Scaled)
 QG0041
 QG0041                          SUPERSEDED SURVEY CONTROL
 QG0041
 QG0041  NGVD 29 (??/??/92)  157.540  (m)          516.86   (f) ADJ UNCH    2 0
 QG0041
 QG0041.Superseded values are not recommended for survey control.
 QG0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0041.See file dsdata.txt to determine how the superseded data were derived.
 QG0041
 QG0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL530697(NAD 83)
 QG0041_MARKER: DB = BENCH MARK DISK
 QG0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0041_STAMPING: P 61 1935
 QG0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0041+STABILITY: SURFACE MOTION
 QG0041
 QG0041  HISTORY     - Date     Condition        Report By
 QG0041  HISTORY     - 1935     MONUMENTED       CGS
 QG0041  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QG0041
 QG0041                          STATION DESCRIPTION
 QG0041
 QG0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QG0041'1.3 MI S FROM MONARDA.
 QG0041'1.3 MILES SOUTH ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF A
 QG0041'ROAD LEADING NORTHWEST TO BENEDICTA AT MONARDA, AROOSTOOK COUNTY,
 QG0041'11.0 MILES NORTH OF THE JUNCTION OF U.S. HIGHWAY 2 A AT MACWAHOC,
 QG0041'110 YARDS NORTH OF THE CENTERLINE OF A 24-INCH CORRUGATED-IRON
 QG0041'CULVERT, ON THE SOUTH SLOPE OF A HILL, 36 FEET SOUTH OF TELEPHONE
 QG0041'POLE 878, 34 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 15
 QG0041'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE RUINS OF A HOUSE.
 QG0041'A STANDARD DISK, STAMPED P 61 1935 AND SET IN THE TOP OF A
 QG0041'CONCRETE POST PROJECTING ABOUT 1/2 FOOT ABOVE GROUND.
 QG0041
 QG0041                          STATION RECOVERY (1985)
 QG0041
 QG0041'RECOVERY NOTE BY US POWER SQUADRON 1985 (BRP)
 QG0041'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0060 ***********************************************************************
 QG0060  DESIGNATION -  P 62
 QG0060  PID         -  QG0060
 QG0060  STATE/COUNTY-  ME/PENOBSCOT
 QG0060  USGS QUAD   -  MATTASEUNK LAKE (1988)
 QG0060
 QG0060                         *CURRENT SURVEY CONTROL
 QG0060  ___________________________________________________________________
 QG0060* NAD 83(1986)-  45 34 51.     (N)    068 28 34.     (W)     SCALED    
 QG0060* NAVD 88     -        80.062  (meters)     262.67   (feet)  ADJUSTED  
 QG0060  ___________________________________________________________________
 QG0060  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 QG0060  DYNAMIC HT  -          80.063 (meters)     262.67  (feet)  COMP
 QG0060  MODELED GRAV-     980,628.1   (mgal)                       NAVD 88
 QG0060
 QG0060  VERT ORDER  -  SECOND    CLASS 0
 QG0060
 QG0060.The horizontal coordinates were scaled from a topographic map and have
 QG0060.an estimated accuracy of +/- 6 seconds.
 QG0060
 QG0060.The orthometric height was determined by differential leveling
 QG0060.and adjusted by the National Geodetic Survey in June 1991..
 QG0060
 QG0060.The geoid height was determined by GEOID03.
 QG0060
 QG0060.The dynamic height is computed by dividing the NAVD 88
 QG0060.geopotential number by the normal gravity value computed on the
 QG0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0060.degrees latitude (g = 980.6199 gals.).
 QG0060
 QG0060.The modeled gravity was interpolated from observed gravity values.
 QG0060
 QG0060;                    North         East    Units  Estimated Accuracy
 QG0060;SPC ME E     -   212,690.      301,860.      MT  (+/- 180 meters Scaled)
 QG0060
 QG0060                          SUPERSEDED SURVEY CONTROL
 QG0060
 QG0060  NGVD 29 (??/??/92)   80.256  (m)          263.31   (f) ADJ UNCH    2 0
 QG0060
 QG0060.Superseded values are not recommended for survey control.
 QG0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0060.See file dsdata.txt to determine how the superseded data were derived.
 QG0060
 QG0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL408476(NAD 83)
 QG0060_MARKER: DB = BENCH MARK DISK
 QG0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0060_STAMPING: P 62 1935
 QG0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0060+STABILITY: SURFACE MOTION
 QG0060
 QG0060  HISTORY     - Date     Condition        Report By
 QG0060  HISTORY     - 1935     MONUMENTED       CGS
 QG0060  HISTORY     - 1940     MARK NOT FOUND   USGS
 QG0060
 QG0060                          STATION DESCRIPTION
 QG0060
 QG0060'DESCRIBED BY US GEOLOGICAL SURVEY 1940
 QG0060'5 MI S FROM MEDWAY.
 QG0060'1.3 MILES WEST ALONG STATE HIGHWAY 157 FROM THE JUNCTION OF
 QG0060'STATE HIGHWAY 11 AT MEDWAY, PENOBSCOT COUNTY, THENCE 1.2 MILES
 QG0060'SOUTH ALONG THE ROAD LEADING TO CHESTER, AND THENCE 2.5 MILES
 QG0060'SOUTHEAST ALONG STATE HIGHWAY 116, ABOUT 100 YARDS SOUTH OF A LOG
 QG0060'FARMHOUSE, 70 FEET WEST OF THE CENTERLINE OF A DRIVE TO THE
 QG0060'HOUSE, AND 27 FEET SOUTH OF THE CENTERLINE OF THE ROAD.  A
 QG0060'STANDARD DISK, STAMPED P 62 1935 AND SET IN THE TOP OF A
 QG0060'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0101 ***********************************************************************
 QF0101  DESIGNATION -  P 65
 QF0101  PID         -  QF0101
 QF0101  STATE/COUNTY-  ME/WASHINGTON
 QF0101  USGS QUAD   -  ROBBINSTON (1977)
 QF0101
 QF0101                         *CURRENT SURVEY CONTROL
 QF0101  ___________________________________________________________________
 QF0101* NAD 83(1986)-  45 00 30.     (N)    067 05 40.     (W)     SCALED    
 QF0101* NAVD 88     -        69.240  (meters)     227.16   (feet)  ADJUSTED  
 QF0101  ___________________________________________________________________
 QF0101  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 QF0101  DYNAMIC HT  -          69.240 (meters)     227.16  (feet)  COMP
 QF0101  MODELED GRAV-     980,621.8   (mgal)                       NAVD 88
 QF0101
 QF0101  VERT ORDER  -  SECOND    CLASS 0
 QF0101
 QF0101.The horizontal coordinates were scaled from a topographic map and have
 QF0101.an estimated accuracy of +/- 6 seconds.
 QF0101
 QF0101.The orthometric height was determined by differential leveling
 QF0101.and adjusted by the National Geodetic Survey in June 1991..
 QF0101
 QF0101.The geoid height was determined by GEOID03.
 QF0101
 QF0101.The dynamic height is computed by dividing the NAVD 88
 QF0101.geopotential number by the normal gravity value computed on the
 QF0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0101.degrees latitude (g = 980.6199 gals.).
 QF0101
 QF0101.The modeled gravity was interpolated from observed gravity values.
 QF0101
 QF0101;                    North         East    Units  Estimated Accuracy
 QF0101;SPC ME E     -   150,030.      410,800.      MT  (+/- 180 meters Scaled)
 QF0101
 QF0101                          SUPERSEDED SURVEY CONTROL
 QF0101
 QF0101  NGVD 29 (??/??/92)   69.42   (m)          227.8    (f) COMPUTED    2 0
 QF0101
 QF0101.Superseded values are not recommended for survey control.
 QF0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0101.See file dsdata.txt to determine how the superseded data were derived.
 QF0101
 QF0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK501856(NAD 83)
 QF0101_MARKER: DB = BENCH MARK DISK
 QF0101_SETTING: 66 = SET IN ROCK OUTCROP
 QF0101_SP_SET: ROCK OUTCROP
 QF0101_STAMPING: P 65 1935
 QF0101_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0101+STABILITY: POSITION/ELEVATION WELL
 QF0101
 QF0101  HISTORY     - Date     Condition        Report By
 QF0101  HISTORY     - 1935     MONUMENTED       CGS
 QF0101  HISTORY     - 1946     GOOD             NGS
 QF0101  HISTORY     - 1978     MARK NOT FOUND   NGS
 QF0101
 QF0101                          STATION DESCRIPTION
 QF0101
 QF0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QF0101'2.6 MI NW FROM PERRY.
 QF0101'2.6 MILES NORTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 QF0101'PERRY, WASHINGTON COUNTY, ABOUT 93 YARDS NORTH OF THE CENTER OF
 QF0101'THE JUNCTION OF A PRIVATE DRIVE AT A STAND OF FIR TREES, 22 FEET
 QF0101'NORTH OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF A ROCK
 QF0101'OUTCROP, ABOUT 3 FEET HIGHER THAN THE HIGHWAY, AND ABOUT 1 FOOT
 QF0101'ABOVE GROUND.  A STANDARD DISK, STAMPED P 65 1935.
 QF0101
 QF0101                          STATION RECOVERY (1946)
 QF0101
 QF0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 QF0101'RECOVERED IN GOOD CONDITION.
 QF0101
 QF0101                          STATION RECOVERY (1978)
 QF0101
 QF0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QF0101'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0063 ***********************************************************************
 PD0063  DESIGNATION -  P 66
 PD0063  PID         -  PD0063
 PD0063  STATE/COUNTY-  ME/WASHINGTON
 PD0063  USGS QUAD   -  LONG LAKE (1989)
 PD0063
 PD0063                         *CURRENT SURVEY CONTROL
 PD0063  ___________________________________________________________________
 PD0063* NAD 83(1986)-  44 45 05.     (N)    067 17 03.     (W)     SCALED    
 PD0063* NAVD 88     -        41.219  (meters)     135.23   (feet)  ADJUSTED  
 PD0063  ___________________________________________________________________
 PD0063  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 PD0063  DYNAMIC HT  -          41.218 (meters)     135.23  (feet)  COMP
 PD0063  MODELED GRAV-     980,596.9   (mgal)                       NAVD 88
 PD0063
 PD0063  VERT ORDER  -  SECOND    CLASS 0
 PD0063
 PD0063.The horizontal coordinates were scaled from a topographic map and have
 PD0063.an estimated accuracy of +/- 6 seconds.
 PD0063
 PD0063.The orthometric height was determined by differential leveling
 PD0063.and adjusted by the National Geodetic Survey in June 1991..
 PD0063
 PD0063.The geoid height was determined by GEOID03.
 PD0063
 PD0063.The dynamic height is computed by dividing the NAVD 88
 PD0063.geopotential number by the normal gravity value computed on the
 PD0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0063.degrees latitude (g = 980.6199 gals.).
 PD0063
 PD0063.The modeled gravity was interpolated from observed gravity values.
 PD0063
 PD0063;                    North         East    Units  Estimated Accuracy
 PD0063;SPC ME E     -   121,240.      396,270.      MT  (+/- 180 meters Scaled)
 PD0063
 PD0063                          SUPERSEDED SURVEY CONTROL
 PD0063
 PD0063  NGVD 29 (??/??/92)   41.428  (m)          135.92   (f) ADJ UNCH    2 0
 PD0063
 PD0063.Superseded values are not recommended for survey control.
 PD0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0063.See file dsdata.txt to determine how the superseded data were derived.
 PD0063
 PD0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK358567(NAD 83)
 PD0063_MARKER: DB = BENCH MARK DISK
 PD0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PD0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PD0063_STAMPING: P 66 1935
 PD0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0063+STABILITY: SURFACE MOTION
 PD0063
 PD0063  HISTORY     - Date     Condition        Report By
 PD0063  HISTORY     - 1935     MONUMENTED       CGS
 PD0063  HISTORY     - 1946     GOOD             NGS
 PD0063
 PD0063                          STATION DESCRIPTION
 PD0063
 PD0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PD0063'5.9 MI NE FROM EAST MACHIAS.
 PD0063'5.9 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE MEMORIAL
 PD0063'LIBRARY AT EAST MACHIAS, WASHINGTON COUNTY, AT THE WEST END
 PD0063'OF A STRAIGHT STRETCH OF ROAD, 45 FEET SOUTHEAST OF A ROCK
 PD0063'OUTCROP, 27 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND
 PD0063'ON AN ABANDONED STRIP OF THE OLD HIGHWAY.  A STANDARD DISK,
 PD0063'STAMPED P 66 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PD0063'ABOUT 1/2 FOOT ABOVE GROUND.
 PD0063
 PD0063                          STATION RECOVERY (1946)
 PD0063
 PD0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 PD0063'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0027 ***********************************************************************
 PD0027  DESIGNATION -  P 67
 PD0027  PID         -  PD0027
 PD0027  STATE/COUNTY-  ME/WASHINGTON
 PD0027  USGS QUAD   -  WEST LUBEC (1975)
 PD0027
 PD0027                         *CURRENT SURVEY CONTROL
 PD0027  ___________________________________________________________________
 PD0027* NAD 83(1986)-  44 47 14.     (N)    067 00 49.     (W)     SCALED    
 PD0027* NAVD 88     -        24.566  (meters)      80.60   (feet)  POSTED    
 PD0027  ___________________________________________________________________
 PD0027  GEOID HEIGHT-         -22.29  (meters)                     GEOID03
 PD0027  DYNAMIC HT  -          24.570 (meters)      80.61  (feet)  COMP
 PD0027  MODELED GRAV-     980,623.6   (mgal)                       NAVD 88
 PD0027
 PD0027  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 PD0027
 PD0027.The horizontal coordinates were scaled from a topographic map and have
 PD0027.an estimated accuracy of +/- 6 seconds.
 PD0027
 PD0027.The orthometric height was determined by differential leveling
 PD0027.and adjusted by the National Geodetic Survey in 1992..
 PD0027.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 PD0027.rate greater than 8.0 mm/km.
 PD0027
 PD0027.The geoid height was determined by GEOID03.
 PD0027
 PD0027.The dynamic height is computed by dividing the NAVD 88
 PD0027.geopotential number by the normal gravity value computed on the
 PD0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0027.degrees latitude (g = 980.6199 gals.).
 PD0027
 PD0027.The modeled gravity was interpolated from observed gravity values.
 PD0027
 PD0027;                    North         East    Units  Estimated Accuracy
 PD0027;SPC ME E     -   125,580.      417,620.      MT  (+/- 180 meters Scaled)
 PD0027
 PD0027                          SUPERSEDED SURVEY CONTROL
 PD0027
 PD0027.No superseded survey control is available for this station.
 PD0027
 PD0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK571612(NAD 83)
 PD0027_MARKER: DB = BENCH MARK DISK
 PD0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PD0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PD0027_STAMPING: P 67 1935
 PD0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0027+STABILITY: SURFACE MOTION
 PD0027
 PD0027  HISTORY     - Date     Condition        Report By
 PD0027  HISTORY     - 1935     MONUMENTED       CGS
 PD0027  HISTORY     - 1942     MARK NOT FOUND   NGS
 PD0027
 PD0027                          STATION DESCRIPTION
 PD0027
 PD0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PD0027'3.2 MI SW FROM S LUBEC.
 PD0027'3.2 MILES SOUTHWEST ALONG THE ROAD LEADING TO SOUTH TRESCOTT ROAD
 PD0027'FROM CHRISTIAN TEMPLE CHURCH AT SOUTH LUBEC, ABOUT 0.1 MILE WEST
 PD0027'OF A ROAD LEADING TO A FARMHOUSE, AT THE TOP OF A SMALL RIDGE,
 PD0027'AND 23 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD.  A STANDARD
 PD0027'DISK, STAMPED P 67 1935 AND SET IN THE TOP OF A CONCRETE POST
 PD0027'PROJECTING 1/2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0106 ***********************************************************************
 PD0106  DESIGNATION -  P 68
 PD0106  PID         -  PD0106
 PD0106  STATE/COUNTY-  ME/WASHINGTON
 PD0106  USGS QUAD   -  MACHIAS BAY (1993)
 PD0106
 PD0106                         *CURRENT SURVEY CONTROL
 PD0106  ___________________________________________________________________
 PD0106* NAD 83(1986)-  44 40 08.     (N)    067 15 34.     (W)     SCALED    
 PD0106* NAVD 88     -        18.285  (meters)      59.99   (feet)  POSTED    
 PD0106  ___________________________________________________________________
 PD0106  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 PD0106  DYNAMIC HT  -          18.280 (meters)      59.97  (feet)  COMP
 PD0106  MODELED GRAV-     980,611.1   (mgal)                       NAVD 88
 PD0106
 PD0106  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 PD0106
 PD0106.The horizontal coordinates were scaled from a topographic map and have
 PD0106.an estimated accuracy of +/- 6 seconds.
 PD0106
 PD0106.The orthometric height was determined by differential leveling
 PD0106.and adjusted by the National Geodetic Survey in 1992..
 PD0106.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 PD0106.rate of 4.1 thru 8.0 mm/km.
 PD0106
 PD0106.The geoid height was determined by GEOID03.
 PD0106
 PD0106.The dynamic height is computed by dividing the NAVD 88
 PD0106.geopotential number by the normal gravity value computed on the
 PD0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0106.degrees latitude (g = 980.6199 gals.).
 PD0106
 PD0106.The modeled gravity was interpolated from observed gravity values.
 PD0106
 PD0106;                    North         East    Units  Estimated Accuracy
 PD0106;SPC ME E     -   112,100.      398,370.      MT  (+/- 180 meters Scaled)
 PD0106
 PD0106                          SUPERSEDED SURVEY CONTROL
 PD0106
 PD0106  NGVD 29 (??/??/92)   18.397  (m)           60.36   (f) ADJ UNCH    2 0
 PD0106
 PD0106.Superseded values are not recommended for survey control.
 PD0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0106.See file dsdata.txt to determine how the superseded data were derived.
 PD0106
 PD0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK379476(NAD 83)
 PD0106_MARKER: DB = BENCH MARK DISK
 PD0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PD0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PD0106_STAMPING: P 68 1935
 PD0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0106+STABILITY: SURFACE MOTION
 PD0106
 PD0106  HISTORY     - Date     Condition        Report By
 PD0106  HISTORY     - 1935     MONUMENTED       CGS
 PD0106  HISTORY     - 1946     GOOD             NGS
 PD0106  HISTORY     - 1978     MARK NOT FOUND   NGS
 PD0106
 PD0106                          STATION DESCRIPTION
 PD0106
 PD0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PD0106'3.1 MI NW FROM CUTLER.
 PD0106'3.1 MILES NORTHWEST ALONG STATE HIGHWAY 191 FROM THE POST OFFICE
 PD0106'AT CUTLER, WASHINGTON COUNTY, AT THE JUNCTION OF A COUNTY ROAD,
 PD0106'ABOUT 74 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND
 PD0106'24 FEET SOUTH OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK,
 PD0106'STAMPED P 68 1935 AND SET IN THE TOP OF A CONCRETE POST
 PD0106'PROJECTING ABOUT 1/2 FOOT ABOVE GROUND.
 PD0106
 PD0106                          STATION RECOVERY (1946)
 PD0106
 PD0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 PD0106'RECOVERED IN GOOD CONDITION.
 PD0106
 PD0106                          STATION RECOVERY (1978)
 PD0106
 PD0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PD0106'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0282 ***********************************************************************
 PD0282  DESIGNATION -  P 7
 PD0282  PID         -  PD0282
 PD0282  STATE/COUNTY-  ME/WASHINGTON
 PD0282  USGS QUAD   -  CHERRYFIELD (1978)
 PD0282
 PD0282                         *CURRENT SURVEY CONTROL
 PD0282  ___________________________________________________________________
 PD0282* NAD 83(1986)-  44 36 31.     (N)    067 55 33.     (W)     SCALED    
 PD0282* NAVD 88     -        16.345  (meters)      53.63   (feet)  ADJUSTED  
 PD0282  ___________________________________________________________________
 PD0282  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 PD0282  DYNAMIC HT  -          16.345 (meters)      53.63  (feet)  COMP
 PD0282  MODELED GRAV-     980,578.1   (mgal)                       NAVD 88
 PD0282  OBS GRAVITY -     980,583.1   (mgal)                       GRAV_OBS
 PD0282
 PD0282  VERT ORDER  -  FIRST     CLASS II
 PD0282
 PD0282.The horizontal coordinates were scaled from a topographic map and have
 PD0282.an estimated accuracy of +/- 6 seconds.
 PD0282
 PD0282.The orthometric height was determined by differential leveling
 PD0282.and adjusted by the National Geodetic Survey in June 1991..
 PD0282.WARNING-Repeat measurements at this control monument indicate possible
 PD0282.vertical movement.
 PD0282
 PD0282.The geoid height was determined by GEOID03.
 PD0282
 PD0282.The dynamic height is computed by dividing the NAVD 88
 PD0282.geopotential number by the normal gravity value computed on the
 PD0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0282.degrees latitude (g = 980.6199 gals.).
 PD0282
 PD0282.The modeled gravity was interpolated from observed gravity values.
 PD0282.The observed gravity was obtained from relative gravimeter ties
 PD0282.to the IGSN71 gravity network.
 PD0282
 PD0282;                    North         East    Units  Estimated Accuracy
 PD0282;SPC ME E     -   104,810.      345,570.      MT  (+/- 180 meters Scaled)
 PD0282
 PD0282                          SUPERSEDED SURVEY CONTROL
 PD0282
 PD0282  NGVD 29 (??/??/92)   16.552  (m)           54.30   (f) ADJ UNCH    1 2
 PD0282
 PD0282.Superseded values are not recommended for survey control.
 PD0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0282.See file dsdata.txt to determine how the superseded data were derived.
 PD0282
 PD0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK852400(NAD 83)
 PD0282_MARKER: DB = BENCH MARK DISK
 PD0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PD0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PD0282_STAMPING: P 7 1927 54.075
 PD0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0282+STABILITY: SURFACE MOTION
 PD0282
 PD0282  HISTORY     - Date     Condition        Report By
 PD0282  HISTORY     - 1927     MONUMENTED       CGS
 PD0282  HISTORY     - 1966     GOOD             NGS
 PD0282  HISTORY     - 1978     GOOD             DMA
 PD0282
 PD0282                          STATION DESCRIPTION
 PD0282
 PD0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PD0282'AT CHERRYFIELD.
 PD0282'AT CHERRYFIELD, ALONG THE MAINE CENTRAL RAILROAD, 83 FEET
 PD0282'SOUTHEAST OF AND ACROSS THE TRACK FROM THE SOUTHEAST CORNER
 PD0282'OF THE STATION, 0.15 MILE SOUTHEAST OF MILEPOST P197/C73, 46
 PD0282'FEET NORTH OF THE CENTER OF THE CROSSING OF STATE HIGHWAY 193, 19.8
 PD0282'FEET EAST OF THE EAST RAIL, 7.4 FEET EAST OF THE SOUTHEAST
 PD0282'CORNER OF A SIGNAL CONTROL BOX, 14.5 FEET NORTHWEST OF THE CENTER
 PD0282'LINE OF THE HIGHWAY, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE
 PD0282'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT.
 PD0282
 PD0282                          STATION RECOVERY (1978)
 PD0282
 PD0282'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PD0282'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0148 ***********************************************************************
 PE0148  DESIGNATION -  P 77
 PE0148  PID         -  PE0148
 PE0148  STATE/COUNTY-  ME/PENOBSCOT
 PE0148  USGS QUAD   -  HOPKINS POND (1988)
 PE0148
 PE0148                         *CURRENT SURVEY CONTROL
 PE0148  ___________________________________________________________________
 PE0148* NAD 83(1986)-  44 46 23.     (N)    068 28 34.     (W)     SCALED    
 PE0148* NAVD 88     -       202.261  (meters)     663.58   (feet)  ADJUSTED  
 PE0148  ___________________________________________________________________
 PE0148  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 PE0148  DYNAMIC HT  -         202.244 (meters)     663.53  (feet)  COMP
 PE0148  MODELED GRAV-     980,528.2   (mgal)                       NAVD 88
 PE0148
 PE0148  VERT ORDER  -  SECOND    CLASS 0
 PE0148
 PE0148.The horizontal coordinates were scaled from a topographic map and have
 PE0148.an estimated accuracy of +/- 6 seconds.
 PE0148
 PE0148.The orthometric height was determined by differential leveling
 PE0148.and adjusted by the National Geodetic Survey in June 1991..
 PE0148
 PE0148.The geoid height was determined by GEOID03.
 PE0148
 PE0148.The dynamic height is computed by dividing the NAVD 88
 PE0148.geopotential number by the normal gravity value computed on the
 PE0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0148.degrees latitude (g = 980.6199 gals.).
 PE0148
 PE0148.The modeled gravity was interpolated from observed gravity values.
 PE0148
 PE0148;                    North         East    Units  Estimated Accuracy
 PE0148;SPC ME E     -   122,930.      301,890.      MT  (+/- 180 meters Scaled)
 PE0148
 PE0148                          SUPERSEDED SURVEY CONTROL
 PE0148
 PE0148  NGVD 29 (??/??/92)  202.454  (m)          664.22   (f) ADJ UNCH    2 0
 PE0148
 PE0148.Superseded values are not recommended for survey control.
 PE0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0148.See file dsdata.txt to determine how the superseded data were derived.
 PE0148
 PE0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK414578(NAD 83)
 PE0148_MARKER: DB = BENCH MARK DISK
 PE0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0148_STAMPING: P 77 1935
 PE0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0148+STABILITY: SURFACE MOTION
 PE0148
 PE0148  HISTORY     - Date     Condition        Report By
 PE0148  HISTORY     - 1935     MONUMENTED       CGS
 PE0148  HISTORY     - 1953     GOOD             NGS
 PE0148
 PE0148                          STATION DESCRIPTION
 PE0148
 PE0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 PE0148'4.4 MI SE FROM CLIFTON.
 PE0148'4.35 MILES SOUTHEAST ALONG STATE HIGHWAY 180 FROM THE JUNCTION
 PE0148'OF STATE HIGHWAY 9 AT CLIFTON, ABOUT 4.7 MILES NORTHWEST OF
 PE0148'THE CROSSROADS AT OTIS, ABOUT 0.95 MILE NORTHWEST OF THE
 PE0148'HANCOCK-PENOBSCOT COUNTY LINE, NEAR THE TOP OF A DIVIDE, AT THE
 PE0148'EAST CORNER OF A CLEARING, 28 FEET SOUTHWEST OF CENTER LINE OF
 PE0148'HIGHWAY, 13 FEET SOUTHEAST OF CENTER LINE OF A DIM TRAIL
 PE0148'SOUTHWEST, 62 FEET EAST OF AN 18-INCH APPLE TREE, 5 FEET SOUTHWEST
 PE0148'OF A PROPERTY LINE POST MARKED ST R.P. CO., ABOUT 1 FOOT ABOVE
 PE0148'LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PE0148'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0117 ***********************************************************************
 QF0117  DESIGNATION -  P 78
 QF0117  PID         -  QF0117
 QF0117  STATE/COUNTY-  ME/PENOBSCOT
 QF0117  USGS QUAD   -  DILL HILL (1988)
 QF0117
 QF0117                         *CURRENT SURVEY CONTROL
 QF0117  ___________________________________________________________________
 QF0117* NAD 83(1986)-  45 24 46.     (N)    067 57 37.     (W)     SCALED    
 QF0117* NAVD 88     -       158.610  (meters)     520.37   (feet)  ADJUSTED  
 QF0117  ___________________________________________________________________
 QF0117  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 QF0117  DYNAMIC HT  -         158.610 (meters)     520.37  (feet)  COMP
 QF0117  MODELED GRAV-     980,608.8   (mgal)                       NAVD 88
 QF0117
 QF0117  VERT ORDER  -  SECOND    CLASS 0
 QF0117
 QF0117.The horizontal coordinates were scaled from a topographic map and have
 QF0117.an estimated accuracy of +/- 6 seconds.
 QF0117
 QF0117.The orthometric height was determined by differential leveling
 QF0117.and adjusted by the National Geodetic Survey in June 1991..
 QF0117
 QF0117.The geoid height was determined by GEOID03.
 QF0117
 QF0117.The dynamic height is computed by dividing the NAVD 88
 QF0117.geopotential number by the normal gravity value computed on the
 QF0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0117.degrees latitude (g = 980.6199 gals.).
 QF0117
 QF0117.The modeled gravity was interpolated from observed gravity values.
 QF0117
 QF0117;                    North         East    Units  Estimated Accuracy
 QF0117;SPC ME E     -   194,160.      342,240.      MT  (+/- 180 meters Scaled)
 QF0117
 QF0117                          SUPERSEDED SURVEY CONTROL
 QF0117
 QF0117  NGVD 29 (??/??/92)  158.804  (m)          521.01   (f) ADJ UNCH    2 0
 QF0117
 QF0117.Superseded values are not recommended for survey control.
 QF0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0117.See file dsdata.txt to determine how the superseded data were derived.
 QF0117
 QF0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL813293(NAD 83)
 QF0117_MARKER: DB = BENCH MARK DISK
 QF0117_SETTING: 80 = SET IN A BOULDER
 QF0117_SP_SET: BOULDER
 QF0117_STAMPING: P 78 1935
 QF0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0117+STABILITY: SURFACE MOTION
 QF0117
 QF0117  HISTORY     - Date     Condition        Report By
 QF0117  HISTORY     - 1935     MONUMENTED       CGS
 QF0117
 QF0117                          STATION DESCRIPTION
 QF0117
 QF0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QF0117'4 MI E FROM CARROLL.
 QF0117'IN WASHINGTON COUNTY, 4.0 MILES EAST ALONG STATE HIGHWAY 16 FROM
 QF0117'THE GENERAL STORE AT CARROLL, PENOBSCOT COUNTY, 0.7 MILE EAST OF
 QF0117'THE WASHINGTON-PENOBSCOT COUNTY LINE, IN LINE WITH A TRAIL
 QF0117'LEADING SOUTH THROUGH THE WOODS, 24 FEET SOUTH OF THE CENTER LINE
 QF0117'OF THE HIGHWAY, AND IN THE TOP OF A BOULDER.  A STANDARD DISK,
 QF0117'STAMPED P 78 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0406 ***********************************************************************
 PE0406  DESIGNATION -  P 8
 PE0406  PID         -  PE0406
 PE0406  STATE/COUNTY-  ME/PENOBSCOT
 PE0406  USGS QUAD   -  BREWER LAKE (1982)
 PE0406
 PE0406                         *CURRENT SURVEY CONTROL
 PE0406  ___________________________________________________________________
 PE0406* NAD 83(1986)-  44 44 17.     (N)    068 37 40.     (W)     SCALED    
 PE0406* NAVD 88     -        60.716  (meters)     199.20   (feet)  ADJUSTED  
 PE0406  ___________________________________________________________________
 PE0406  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 PE0406  DYNAMIC HT  -          60.713 (meters)     199.19  (feet)  COMP
 PE0406  MODELED GRAV-     980,564.1   (mgal)                       NAVD 88
 PE0406  OBS GRAVITY -     980,563.2   (mgal)                       GRAV_OBS
 PE0406
 PE0406  VERT ORDER  -  FIRST     CLASS I
 PE0406
 PE0406.The horizontal coordinates were scaled from a topographic map and have
 PE0406.an estimated accuracy of +/- 6 seconds.
 PE0406
 PE0406.The orthometric height was determined by differential leveling
 PE0406.and adjusted by the National Geodetic Survey in June 1991..
 PE0406
 PE0406.The geoid height was determined by GEOID03.
 PE0406
 PE0406.The dynamic height is computed by dividing the NAVD 88
 PE0406.geopotential number by the normal gravity value computed on the
 PE0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0406.degrees latitude (g = 980.6199 gals.).
 PE0406
 PE0406.The modeled gravity was interpolated from observed gravity values.
 PE0406.The observed gravity was obtained from relative gravimeter ties
 PE0406.to the IGSN71 gravity network.
 PE0406
 PE0406;                    North         East    Units  Estimated Accuracy
 PE0406;SPC ME E     -   119,050.      289,880.      MT  (+/- 180 meters Scaled)
 PE0406
 PE0406                          SUPERSEDED SURVEY CONTROL
 PE0406
 PE0406  NGVD 29 (??/??/92)   60.920  (m)          199.87   (f) ADJ UNCH    1 1
 PE0406
 PE0406.Superseded values are not recommended for survey control.
 PE0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0406.See file dsdata.txt to determine how the superseded data were derived.
 PE0406
 PE0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK294539(NAD 83)
 PE0406_MARKER: DB = BENCH MARK DISK
 PE0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0406_STAMPING: P 8 1927 199.140
 PE0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0406+STABILITY: SURFACE MOTION
 PE0406
 PE0406  HISTORY     - Date     Condition        Report By
 PE0406  HISTORY     - 1927     MONUMENTED       CGS
 PE0406  HISTORY     - 1966     GOOD             NGS
 PE0406  HISTORY     - 1978     GOOD             DMA
 PE0406  HISTORY     - 1985     GOOD             USPSQD
 PE0406  HISTORY     - 1988     GOOD             USPSQD
 PE0406
 PE0406                          STATION DESCRIPTION
 PE0406
 PE0406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0406'AT EAST HOLDEN.
 PE0406'AT EAST HOLDEN, ALONG THE MAINE CENTRAL RAILROAD, 33 FEET NORTHWEST
 PE0406'OF THE SOUTHEAST END OF A SIDETRACK, 83 1/2 FEET NORTH OF THE
 PE0406'CENTER OF THE CROSSING OF STATE HIGHWAY 46, 15 FEET NORTHWEST
 PE0406'OF THE FIRST TELEPHONE POLE NORTHWEST OF THE CROSSING, 22.1
 PE0406'FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, ABOUT
 PE0406'3 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A
 PE0406'CONCRETE POST PROJECTING 1 FOOT.  NOTE-- THE ELEVATION OF THIS
 PE0406'MARK SHOULD BE USED WITH CAUTION.  THE ORIGINAL DESCRIPTION
 PE0406'REPORTS THIS MARK AS PROJECTING 1.2 FEET.
 PE0406
 PE0406                          STATION RECOVERY (1978)
 PE0406
 PE0406'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PE0406'RECOVERED IN GOOD CONDITION.
 PE0406
 PE0406                          STATION RECOVERY (1985)
 PE0406
 PE0406'RECOVERY NOTE BY US POWER SQUADRON 1985
 PE0406'RECOVERED IN GOOD CONDITION.
 PE0406
 PE0406                          STATION RECOVERY (1988)
 PE0406
 PE0406'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE0406'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0542 ***********************************************************************
 QG0542  DESIGNATION -  P 80
 QG0542  PID         -  QG0542
 QG0542  STATE/COUNTY-  ME/PISCATAQUIS
 QG0542  USGS QUAD   -  ABOL POND (1988)
 QG0542
 QG0542                         *CURRENT SURVEY CONTROL
 QG0542  ___________________________________________________________________
 QG0542* NAD 83(1986)-  45 46 48.     (N)    068 53 20.     (W)     SCALED    
 QG0542* NAVD 88     -       160.475  (meters)     526.49   (feet)  ADJUSTED  
 QG0542  ___________________________________________________________________
 QG0542  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 QG0542  DYNAMIC HT  -         160.477 (meters)     526.50  (feet)  COMP
 QG0542  MODELED GRAV-     980,623.0   (mgal)                       NAVD 88
 QG0542
 QG0542  VERT ORDER  -  SECOND    CLASS 0
 QG0542
 QG0542.The horizontal coordinates were scaled from a topographic map and have
 QG0542.an estimated accuracy of +/- 6 seconds.
 QG0542
 QG0542.The orthometric height was determined by differential leveling
 QG0542.and adjusted by the National Geodetic Survey in June 1991..
 QG0542
 QG0542.The geoid height was determined by GEOID03.
 QG0542
 QG0542.The dynamic height is computed by dividing the NAVD 88
 QG0542.geopotential number by the normal gravity value computed on the
 QG0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0542.degrees latitude (g = 980.6199 gals.).
 QG0542
 QG0542.The modeled gravity was interpolated from observed gravity values.
 QG0542
 QG0542;                    North         East    Units  Estimated Accuracy
 QG0542;SPC ME E     -   234,900.      269,760.      MT  (+/- 180 meters Scaled)
 QG0542
 QG0542                          SUPERSEDED SURVEY CONTROL
 QG0542
 QG0542  NGVD 29 (??/??/92)  160.636  (m)          527.02   (f) ADJ UNCH    2 0
 QG0542
 QG0542.Superseded values are not recommended for survey control.
 QG0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0542.See file dsdata.txt to determine how the superseded data were derived.
 QG0542
 QG0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL086696(NAD 83)
 QG0542_MARKER: DB = BENCH MARK DISK
 QG0542_SETTING: 80 = SET IN A BOULDER
 QG0542_SP_SET: BOULDER
 QG0542_STAMPING: P 80 1942
 QG0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0542+STABILITY: SURFACE MOTION
 QG0542
 QG0542  HISTORY     - Date     Condition        Report By
 QG0542  HISTORY     - 1942     MONUMENTED       CGS
 QG0542
 QG0542                          STATION DESCRIPTION
 QG0542
 QG0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0542'12.9 MI NW FROM MILLINOCKET.
 QG0542'IN PISCATAQUIS COUNTY, 12.9 MILES NORTHWEST ALONG THE BAXTER STATE
 QG0542'PARK ROAD FROM THE BANGOR AND AROOSTOOK RAILROAD STATION AT
 QG0542'MILLINOCKET, PENOBSCOT COUNTY, 4.8 MILES NORTHWEST OF THE ENTRANCE
 QG0542'TO THE MILLINOCKET LAKE CAMP GROUNDS, 150 FEET WEST OF A SMALL
 QG0542'BRIDGE, 80 FEET NORTH OF A LARGE SHARP-POINTED BOULDER, 38 FEET
 QG0542'SOUTH OF THE CENTER LINE OF THE ROAD, IN THE TOP OF AN 8-FOOT
 QG0542'GRANITE BOULDER, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED
 QG0542'P 80 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0672 ***********************************************************************
 QG0672  DESIGNATION -  P 81
 QG0672  PID         -  QG0672
 QG0672  STATE/COUNTY-  ME/PISCATAQUIS
 QG0672  USGS QUAD   -  DOUBLETOP MTN (1988)
 QG0672
 QG0672                         *CURRENT SURVEY CONTROL
 QG0672  ___________________________________________________________________
 QG0672* NAD 83(1986)-  45 57 58.     (N)    069 06 34.     (W)     SCALED    
 QG0672* NAVD 88     -       422.695  (meters)    1386.79   (feet)  ADJUSTED  
 QG0672  ___________________________________________________________________
 QG0672  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 QG0672  DYNAMIC HT  -         422.699 (meters)    1386.81  (feet)  COMP
 QG0672  MODELED GRAV-     980,610.8   (mgal)                       NAVD 88
 QG0672
 QG0672  VERT ORDER  -  SECOND    CLASS 0
 QG0672
 QG0672.The horizontal coordinates were scaled from a topographic map and have
 QG0672.an estimated accuracy of +/- 6 seconds.
 QG0672
 QG0672.The orthometric height was determined by differential leveling
 QG0672.and adjusted by the National Geodetic Survey in June 1991..
 QG0672
 QG0672.The geoid height was determined by GEOID03.
 QG0672
 QG0672.The dynamic height is computed by dividing the NAVD 88
 QG0672.geopotential number by the normal gravity value computed on the
 QG0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0672.degrees latitude (g = 980.6199 gals.).
 QG0672
 QG0672.The modeled gravity was interpolated from observed gravity values.
 QG0672
 QG0672;                    North         East    Units  Estimated Accuracy
 QG0672;SPC ME E     -   255,690.      252,770.      MT  (+/- 180 meters Scaled)
 QG0672
 QG0672                          SUPERSEDED SURVEY CONTROL
 QG0672
 QG0672  NGVD 29 (??/??/92)  422.850  (m)         1387.30   (f) ADJ UNCH    2 0
 QG0672
 QG0672.Superseded values are not recommended for survey control.
 QG0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0672.See file dsdata.txt to determine how the superseded data were derived.
 QG0672
 QG0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL915902(NAD 83)
 QG0672_MARKER: DB = BENCH MARK DISK
 QG0672_SETTING: 66 = SET IN ROCK OUTCROP
 QG0672_SP_SET: ROCK OUTCROP
 QG0672_STAMPING: P 81 1942
 QG0672_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0672+STABILITY: POSITION/ELEVATION WELL
 QG0672
 QG0672  HISTORY     - Date     Condition        Report By
 QG0672  HISTORY     - 1942     MONUMENTED       CGS
 QG0672  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 QG0672
 QG0672                          STATION DESCRIPTION
 QG0672
 QG0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0672'35.2 MI NW FROM MILLINOCKET.
 QG0672'IN PISCATAQUIS COUNTY, 35.2 MILES NORTHWEST OF MILLINOCKET,
 QG0672'PENOBSCOT COUNTY.  THIS BENCH MARK MAY BE REACHED FROM THE BANGOR
 QG0672'AND AROOSTOOK RAILROAD STATION BY GOING 24.2 MILES NORTHWEST ALONG
 QG0672'THE BANGOR STATE PARK ROAD TO THE KATAHDIN STREAM RANGER STATION,
 QG0672'THENCE 9.0 MILES NORTHWEST PAST THE RANGER STATION THE THE JUNCTION
 QG0672'OF THE CAMP PHOENIX ROAD, AND THENCE 2.0 MILES WEST ALONG THE ROAD
 QG0672'TO RIPOGENUS DAM.  IT IS ON THE WEST SLOPE OF A LOW GRADE, 100
 QG0672'FEET WEST OF THE CREST OF THE GRADE, 14 FEET SOUTH OF THE CENTER
 QG0672'LINE OF THE ROAD, 14 FEET NORTH OF A POLE, IN THE TOP OF A
 QG0672'SANDSTONE OUTCROP, AND LEVEL WITH THE ROAD.  A STANDARD DISK,
 QG0672'STAMPED P 81 1942.
 QG0672
 QG0672                          STATION RECOVERY (1984)
 QG0672
 QG0672'RECOVERY NOTE BY US POWER SQUADRON 1984 (RPS)
 QG0672'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0058 ***********************************************************************
 QG0058  DESIGNATION -  P 82
 QG0058  PID         -  QG0058
 QG0058  STATE/COUNTY-  ME/PENOBSCOT
 QG0058  USGS QUAD   -  KINGMAN (1988)
 QG0058
 QG0058                         *CURRENT SURVEY CONTROL
 QG0058  ___________________________________________________________________
 QG0058* NAD 83(1986)-  45 30 47.     (N)    068 07 33.     (W)     SCALED    
 QG0058* NAVD 88     -       123.203  (meters)     404.21   (feet)  ADJUSTED  
 QG0058  ___________________________________________________________________
 QG0058  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 QG0058  DYNAMIC HT  -         123.204 (meters)     404.21  (feet)  COMP
 QG0058  MODELED GRAV-     980,621.7   (mgal)                       NAVD 88
 QG0058
 QG0058  VERT ORDER  -  SECOND    CLASS 0
 QG0058
 QG0058.The horizontal coordinates were scaled from a topographic map and have
 QG0058.an estimated accuracy of +/- 6 seconds.
 QG0058
 QG0058.The orthometric height was determined by differential leveling
 QG0058.and adjusted by the National Geodetic Survey in June 1991..
 QG0058
 QG0058.The geoid height was determined by GEOID03.
 QG0058
 QG0058.The dynamic height is computed by dividing the NAVD 88
 QG0058.geopotential number by the normal gravity value computed on the
 QG0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0058.degrees latitude (g = 980.6199 gals.).
 QG0058
 QG0058.The modeled gravity was interpolated from observed gravity values.
 QG0058
 QG0058;                    North         East    Units  Estimated Accuracy
 QG0058;SPC ME E     -   205,230.      329,230.      MT  (+/- 180 meters Scaled)
 QG0058
 QG0058                          SUPERSEDED SURVEY CONTROL
 QG0058
 QG0058  NGVD 29 (??/??/92)  123.388  (m)          404.82   (f) ADJ UNCH    2 0
 QG0058
 QG0058.Superseded values are not recommended for survey control.
 QG0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0058.See file dsdata.txt to determine how the superseded data were derived.
 QG0058
 QG0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL682403(NAD 83)
 QG0058_MARKER: DB = BENCH MARK DISK
 QG0058_SETTING: 80 = SET IN A BOULDER
 QG0058_SP_SET: BOULDER
 QG0058_STAMPING: P 82 1942
 QG0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0058+STABILITY: SURFACE MOTION
 QG0058
 QG0058  HISTORY     - Date     Condition        Report By
 QG0058  HISTORY     - 1942     MONUMENTED       CGS
 QG0058
 QG0058                          STATION DESCRIPTION
 QG0058
 QG0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0058'5.1 MI SE FROM KINGMAN.
 QG0058'5.1 MILES SOUTHEAST ALONG STATE HIGHWAY 170 FROM THE MAINE
 QG0058'CENTRAL RAILROAD STATION AT KINGMAN, PENOBSCOT COUNTY, 0.1 MILE
 QG0058'SOUTH OF A T-ROAD JUNCTION, AT A SMALL SCHOOLHOUSE, 37 FEET WEST
 QG0058'OF THE CENTER LINE OF THE HIGHWAY, 21 FEET EAST OF THE SOUTHEAST
 QG0058'CORNER OF THE SCHOOLHOUSE, DIRECTLY IN LINE WITH THE SOUTH WALL
 QG0058'OF THE BUILDING, IN THE TOP OF A 4-FOOT FLAT-TOPPED BOULDER
 QG0058'PROJECTING 0.8 FOOT ABOVE THE GROUND, AND LEVEL WITH THE HIGHWAY.
 QG0058'A STANDARD DISK, STAMPED P 82 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0374 ***********************************************************************
 QG0374  DESIGNATION -  P 83
 QG0374  PID         -  QG0374
 QG0374  STATE/COUNTY-  ME/PENOBSCOT
 QG0374  USGS QUAD   -  LAGRANGE (1983)
 QG0374
 QG0374                         *CURRENT SURVEY CONTROL
 QG0374  ___________________________________________________________________
 QG0374* NAD 83(1986)-  45 12 41.     (N)    068 48 02.     (W)     SCALED    
 QG0374* NAVD 88     -       133.626  (meters)     438.40   (feet)  ADJUSTED  
 QG0374  ___________________________________________________________________
 QG0374  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 QG0374  DYNAMIC HT  -         133.624 (meters)     438.40  (feet)  COMP
 QG0374  MODELED GRAV-     980,595.6   (mgal)                       NAVD 88
 QG0374
 QG0374  VERT ORDER  -  SECOND    CLASS 0
 QG0374
 QG0374.The horizontal coordinates were scaled from a topographic map and have
 QG0374.an estimated accuracy of +/- 6 seconds.
 QG0374
 QG0374.The orthometric height was determined by differential leveling
 QG0374.and adjusted by the National Geodetic Survey in June 1991..
 QG0374
 QG0374.The geoid height was determined by GEOID03.
 QG0374
 QG0374.The dynamic height is computed by dividing the NAVD 88
 QG0374.geopotential number by the normal gravity value computed on the
 QG0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0374.degrees latitude (g = 980.6199 gals.).
 QG0374
 QG0374.The modeled gravity was interpolated from observed gravity values.
 QG0374
 QG0374;                    North         East    Units  Estimated Accuracy
 QG0374;SPC ME E     -   171,680.      276,390.      MT  (+/- 180 meters Scaled)
 QG0374
 QG0374                          SUPERSEDED SURVEY CONTROL
 QG0374
 QG0374  NGVD 29 (??/??/92)  133.824  (m)          439.05   (f) ADJ UNCH    2 0
 QG0374
 QG0374.Superseded values are not recommended for survey control.
 QG0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0374.See file dsdata.txt to determine how the superseded data were derived.
 QG0374
 QG0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL156064(NAD 83)
 QG0374_MARKER: DB = BENCH MARK DISK
 QG0374_SETTING: 80 = SET IN A BOULDER
 QG0374_SP_SET: BOULDER
 QG0374_STAMPING: P 83 1942
 QG0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0374+STABILITY: SURFACE MOTION
 QG0374
 QG0374  HISTORY     - Date     Condition        Report By
 QG0374  HISTORY     - 1942     MONUMENTED       CGS
 QG0374  HISTORY     - 1987     GOOD             USPSQD
 QG0374
 QG0374                          STATION DESCRIPTION
 QG0374
 QG0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0374'3.8 MI NE FROM LA GRANGE.
 QG0374'3.8 MILES NORTHEAST ALONG STATE HIGHWAY 11 FROM THE HIGH SCHOOL
 QG0374'AT LA GRANGE, PENOBSCOT COUNTY, AT THE FOOT OF A SMALL GRADE,
 QG0374'ABOUT 250 FEET SOUTHWEST OF THE TOP OF THE GRADE, ABOUT 110
 QG0374'FEET NORTHEAST OF A SMALL PIPE CULVERT, 40 FEET NORTHWEST OF THE
 QG0374'CENTER LINE OF THE HIGHWAY, IN THE TOP OF A 5- BY 10-FOOT GRANITE
 QG0374'BOULDER PROJECTING ABOUT 3.5 FEET ABOVE GROUND, AND ABOUT 2
 QG0374'FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED P 83 1942.
 QG0374
 QG0374                          STATION RECOVERY (1987)
 QG0374
 QG0374'RECOVERY NOTE BY US POWER SQUADRON 1987 (ELG)
 QG0374'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0519 ***********************************************************************
 PE0519  DESIGNATION -  P 84
 PE0519  PID         -  PE0519
 PE0519  STATE/COUNTY-  ME/PENOBSCOT
 PE0519  USGS QUAD   -  OLD TOWN (1988)
 PE0519
 PE0519                         *CURRENT SURVEY CONTROL
 PE0519  ___________________________________________________________________
 PE0519* NAD 83(1986)-  44 57 01.     (N)    068 41 43.     (W)     SCALED    
 PE0519* NAVD 88     -        37.056  (meters)     121.57   (feet)  ADJUSTED  
 PE0519  ___________________________________________________________________
 PE0519  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 PE0519  DYNAMIC HT  -          37.055 (meters)     121.57  (feet)  COMP
 PE0519  MODELED GRAV-     980,597.7   (mgal)                       NAVD 88
 PE0519
 PE0519  VERT ORDER  -  SECOND    CLASS 0
 PE0519
 PE0519.The horizontal coordinates were scaled from a topographic map and have
 PE0519.an estimated accuracy of +/- 6 seconds.
 PE0519
 PE0519.The orthometric height was determined by differential leveling
 PE0519.and adjusted by the National Geodetic Survey in June 1991..
 PE0519
 PE0519.The geoid height was determined by GEOID03.
 PE0519
 PE0519.The dynamic height is computed by dividing the NAVD 88
 PE0519.geopotential number by the normal gravity value computed on the
 PE0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0519.degrees latitude (g = 980.6199 gals.).
 PE0519
 PE0519.The modeled gravity was interpolated from observed gravity values.
 PE0519
 PE0519;                    North         East    Units  Estimated Accuracy
 PE0519;SPC ME E     -   142,640.      284,590.      MT  (+/- 180 meters Scaled)
 PE0519
 PE0519                          SUPERSEDED SURVEY CONTROL
 PE0519
 PE0519  NGVD 29 (??/??/92)   37.258  (m)          122.24   (f) ADJ UNCH    2 0
 PE0519
 PE0519.Superseded values are not recommended for survey control.
 PE0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0519.See file dsdata.txt to determine how the superseded data were derived.
 PE0519
 PE0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK240774(NAD 83)
 PE0519_MARKER: DB = BENCH MARK DISK
 PE0519_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE0519_SP_SET: BRIDGE
 PE0519_STAMPING: P 84 1942
 PE0519_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0519
 PE0519  HISTORY     - Date     Condition        Report By
 PE0519  HISTORY     - 1942     MONUMENTED       CGS
 PE0519  HISTORY     - 1958     GOOD             NGS
 PE0519  HISTORY     - 1988     GOOD             USPSQD
 PE0519  HISTORY     - 1989     GOOD             USPSQD
 PE0519
 PE0519                          STATION DESCRIPTION
 PE0519
 PE0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PE0519'2.8 MI W FROM OLD TOWN.
 PE0519'2.8 MILES WEST ALONG STATE HIGHWAY 43 FROM THE INTERSECTION OF
 PE0519'U.S. HIGHWAY 2 AT OLD TOWN, PENOBSCOT COUNTY, 0.2 MILE EAST OF
 PE0519'THE INTERSECTION OF STATE HIGHWAY 155, AT A LARGE CONCRETE BRIDGE,
 PE0519'29 FEET WEST OF THE EAST END OF THE BRIDGE, IN THE TOP OF THE
 PE0519'SOUTH END OF THE FIRST PIER WEST OF THE EAST END, 11.5 FEET
 PE0519'SOUTH OF THE CENTERLINE OF THE FLOOR OF THE BRIDGE, AND 3-1/2
 PE0519'FEET HIGHER THAN THE BRIDGE FLOOR.  A STANDARD DISK, STAMPED
 PE0519'P 84 1942.
 PE0519
 PE0519                          STATION RECOVERY (1958)
 PE0519
 PE0519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 PE0519'RECOVERED IN GOOD CONDITION.
 PE0519
 PE0519                          STATION RECOVERY (1988)
 PE0519
 PE0519'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE0519'RECOVERED IN GOOD CONDITION.
 PE0519
 PE0519                          STATION RECOVERY (1989)
 PE0519
 PE0519'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELG)
 PE0519'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0631 ***********************************************************************
 QG0631  DESIGNATION -  P 85
 QG0631  PID         -  QG0631
 QG0631  STATE/COUNTY-  ME/PISCATAQUIS
 QG0631  USGS QUAD   -  NUMBER FOUR MTN (1988)
 QG0631
 QG0631                         *CURRENT SURVEY CONTROL
 QG0631  ___________________________________________________________________
 QG0631* NAD 83(1986)-  45 37 02.     (N)    069 29 09.     (W)     SCALED    
 QG0631* NAVD 88     -       364.327  (meters)    1195.30   (feet)  ADJUSTED  
 QG0631  ___________________________________________________________________
 QG0631  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 QG0631  DYNAMIC HT  -         364.319 (meters)    1195.27  (feet)  COMP
 QG0631  MODELED GRAV-     980,582.3   (mgal)                       NAVD 88
 QG0631
 QG0631  VERT ORDER  -  SECOND    CLASS 0
 QG0631
 QG0631.The horizontal coordinates were scaled from a topographic map and have
 QG0631.an estimated accuracy of +/- 6 seconds.
 QG0631
 QG0631.The orthometric height was determined by differential leveling
 QG0631.and adjusted by the National Geodetic Survey in June 1991..
 QG0631
 QG0631.The geoid height was determined by GEOID03.
 QG0631
 QG0631.The dynamic height is computed by dividing the NAVD 88
 QG0631.geopotential number by the normal gravity value computed on the
 QG0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0631.degrees latitude (g = 980.6199 gals.).
 QG0631
 QG0631.The modeled gravity was interpolated from observed gravity values.
 QG0631
 QG0631;                    North         East    Units  Estimated Accuracy
 QG0631;SPC ME E     -   217,210.      223,120.      MT  (+/- 180 meters Scaled)
 QG0631
 QG0631                          SUPERSEDED SURVEY CONTROL
 QG0631
 QG0631  NGVD 29 (??/??/92)  364.490  (m)         1195.83   (f) ADJ UNCH    2 0
 QG0631
 QG0631.Superseded values are not recommended for survey control.
 QG0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0631.See file dsdata.txt to determine how the superseded data were derived.
 QG0631
 QG0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL621516(NAD 83)
 QG0631_MARKER: DB = BENCH MARK DISK
 QG0631_SETTING: 66 = SET IN ROCK OUTCROP
 QG0631_SP_SET: ROCK OUTCROP
 QG0631_STAMPING: P 85 1942
 QG0631_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0631+STABILITY: POSITION/ELEVATION WELL
 QG0631
 QG0631  HISTORY     - Date     Condition        Report By
 QG0631  HISTORY     - 1942     MONUMENTED       CGS
 QG0631
 QG0631                          STATION DESCRIPTION
 QG0631
 QG0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0631'1.6 MI N FROM LILY BAY.
 QG0631'1.6 MILES NORTH ALONG A GRAVEL ROAD FROM THE HOTEL AT LILY BAR,
 QG0631'PISCATAQUIS COUNTY, 0.2 MILE NORTH OF THE STATE FISH REARING
 QG0631'STATION, AT THE TOP OF A SMALL HILL, 60 FEET NORTH OF POLE 492,
 QG0631'21 FEET EAST OF THE CENTER LINE OF THE ROAD, IN THE TOP OF A
 QG0631'ROCK OUTCROP, AND ABOUT 2 FEET HIGHER THAN THE ROAD.  A STANDARD
 QG0631'DISK, STAMPED P 85 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0656 ***********************************************************************
 QG0656  DESIGNATION -  P 86
 QG0656  PID         -  QG0656
 QG0656  STATE/COUNTY-  ME/PISCATAQUIS
 QG0656  USGS QUAD   -  RAINBOW LAKE WEST (1988)
 QG0656
 QG0656                         *CURRENT SURVEY CONTROL
 QG0656  ___________________________________________________________________
 QG0656* NAD 83(1986)-  45 51 19.     (N)    069 13 02.     (W)     SCALED    
 QG0656* NAVD 88     -       286.922  (meters)     941.34   (feet)  ADJUSTED  
 QG0656  ___________________________________________________________________
 QG0656  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 QG0656  DYNAMIC HT  -         286.927 (meters)     941.36  (feet)  COMP
 QG0656  MODELED GRAV-     980,625.0   (mgal)                       NAVD 88
 QG0656
 QG0656  VERT ORDER  -  SECOND    CLASS 0
 QG0656
 QG0656.The horizontal coordinates were scaled from a topographic map and have
 QG0656.an estimated accuracy of +/- 6 seconds.
 QG0656
 QG0656.The orthometric height was determined by differential leveling
 QG0656.and adjusted by the National Geodetic Survey in June 1991..
 QG0656
 QG0656.The geoid height was determined by GEOID03.
 QG0656
 QG0656.The dynamic height is computed by dividing the NAVD 88
 QG0656.geopotential number by the normal gravity value computed on the
 QG0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0656.degrees latitude (g = 980.6199 gals.).
 QG0656
 QG0656.The modeled gravity was interpolated from observed gravity values.
 QG0656
 QG0656;                    North         East    Units  Estimated Accuracy
 QG0656;SPC ME E     -   243,440.      244,300.      MT  (+/- 180 meters Scaled)
 QG0656
 QG0656                          SUPERSEDED SURVEY CONTROL
 QG0656
 QG0656  NGVD 29 (??/??/92)  287.079  (m)          941.86   (f) ADJ UNCH    2 0
 QG0656
 QG0656.Superseded values are not recommended for survey control.
 QG0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0656.See file dsdata.txt to determine how the superseded data were derived.
 QG0656
 QG0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL831779(NAD 83)
 QG0656_MARKER: DB = BENCH MARK DISK
 QG0656_SETTING: 80 = SET IN A BOULDER
 QG0656_SP_SET: BOULDER
 QG0656_STAMPING: P 86 1942
 QG0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0656+STABILITY: SURFACE MOTION
 QG0656
 QG0656  HISTORY     - Date     Condition        Report By
 QG0656  HISTORY     - 1942     MONUMENTED       CGS
 QG0656
 QG0656                          STATION DESCRIPTION
 QG0656
 QG0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0656'3.4 MI S FROM RIPOGENUS DAM.
 QG0656'3.4 MILES SOUTH ALONG A GRAVEL ROAD FROM RIPOGENUS DAM, PISCATAQUIS
 QG0656'COUNTY, 0.1 MILE SOUTH OF CLIFFORDS RAINBOW LAKE GARAGE, 21 FEET
 QG0656'SOUTH OF THE EDGE OF CHESUNCOOK BROOK, 63 FEET EAST OF TE CENTER
 QG0656'LINE OF THE ROAD, IN THE TOP OF A 9- BY 12-FOOT BOULDER PROJECTING
 QG0656'3 FEET ABOVE THE GROUND, AND ABOUT 2 FEET LOWER THAN THE ROAD.
 QG0656'A STANDARD DISK, STAMPED P 86 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0845 ***********************************************************************
 QG0845  DESIGNATION -  P 87
 QG0845  PID         -  QG0845
 QG0845  STATE/COUNTY-  ME/PISCATAQUIS
 QG0845  USGS QUAD   -  FOSTER RIDGE (1989)
 QG0845
 QG0845                         *CURRENT SURVEY CONTROL
 QG0845  ___________________________________________________________________
 QG0845* NAD 83(1986)-  45 08 42.     (N)    069 37 29.     (W)     SCALED    
 QG0845* NAVD 88     -       322.178  (meters)    1057.01   (feet)  ADJUSTED  
 QG0845  ___________________________________________________________________
 QG0845  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 QG0845  DYNAMIC HT  -         322.156 (meters)    1056.94  (feet)  COMP
 QG0845  MODELED GRAV-     980,539.3   (mgal)                       NAVD 88
 QG0845
 QG0845  VERT ORDER  -  SECOND    CLASS 0
 QG0845
 QG0845.The horizontal coordinates were scaled from a topographic map and have
 QG0845.an estimated accuracy of +/- 6 seconds.
 QG0845
 QG0845.The orthometric height was determined by differential leveling
 QG0845.and adjusted by the National Geodetic Survey in June 1991..
 QG0845
 QG0845.The geoid height was determined by GEOID03.
 QG0845
 QG0845.The dynamic height is computed by dividing the NAVD 88
 QG0845.geopotential number by the normal gravity value computed on the
 QG0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0845.degrees latitude (g = 980.6199 gals.).
 QG0845
 QG0845.The modeled gravity was interpolated from observed gravity values.
 QG0845
 QG0845;                    North         East    Units  Estimated Accuracy
 QG0845;SPC ME E     -   164,870.      211,550.      MT  (+/- 180 meters Scaled)
 QG0845
 QG0845                          SUPERSEDED SURVEY CONTROL
 QG0845
 QG0845  NGVD 29 (??/??/92)  322.355  (m)         1057.59   (f) ADJ UNCH    2 0
 QG0845
 QG0845.Superseded values are not recommended for survey control.
 QG0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0845.See file dsdata.txt to determine how the superseded data were derived.
 QG0845
 QG0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK508992(NAD 83)
 QG0845_MARKER: DB = BENCH MARK DISK
 QG0845_SETTING: 80 = SET IN A BOULDER
 QG0845_SP_SET: BOULDER
 QG0845_STAMPING: P 87 1942
 QG0845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0845+STABILITY: SURFACE MOTION
 QG0845
 QG0845  HISTORY     - Date     Condition        Report By
 QG0845  HISTORY     - 1942     MONUMENTED       CGS
 QG0845
 QG0845                          STATION DESCRIPTION
 QG0845
 QG0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0845'2.1 MI NE FROM KINGSBURY.
 QG0845'2.1 MILES NORTHEAST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE
 QG0845'AT KINGSBURY, PISCATAQUIS COUNTY, ABOUT 0.1 MILE NORTHEAST OF
 QG0845'BOTTLE BROOK, ON THE NORTHEAST SLOPE OF A HILL, 22 FEET NORTHWEST
 QG0845'OF THE CENTER LINE OF THE HIGHWAY, ABOUT 4 FEET HIGHER THAN THE
 QG0845'HIGHWAY, AND IN THE TOP OF A 10- BY 16-FOOT BOULDER PROJECTING
 QG0845'ABOUT 5 FEET ABOVE GROUND.  A STANDARD DISK, STAMPED P 87 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0276 ***********************************************************************
 PD0276  DESIGNATION -  P 88
 PD0276  PID         -  PD0276
 PD0276  STATE/COUNTY-  ME/WASHINGTON
 PD0276  USGS QUAD   -  CHERRYFIELD (1978)
 PD0276
 PD0276                         *CURRENT SURVEY CONTROL
 PD0276  ___________________________________________________________________
 PD0276* NAD 83(1986)-  44 35 01.     (N)    067 58 08.     (W)     SCALED    
 PD0276* NAVD 88     -        28.754  (meters)      94.34   (feet)  ADJUSTED  
 PD0276  ___________________________________________________________________
 PD0276  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 PD0276  DYNAMIC HT  -          28.753 (meters)      94.33  (feet)  COMP
 PD0276  MODELED GRAV-     980,569.3   (mgal)                       NAVD 88
 PD0276
 PD0276  VERT ORDER  -  FIRST     CLASS I
 PD0276
 PD0276.The horizontal coordinates were scaled from a topographic map and have
 PD0276.an estimated accuracy of +/- 6 seconds.
 PD0276
 PD0276.The orthometric height was determined by differential leveling
 PD0276.and adjusted by the National Geodetic Survey in June 1991..
 PD0276.WARNING-Repeat measurements at this control monument indicate possible
 PD0276.vertical movement.
 PD0276
 PD0276.The geoid height was determined by GEOID03.
 PD0276
 PD0276.The dynamic height is computed by dividing the NAVD 88
 PD0276.geopotential number by the normal gravity value computed on the
 PD0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0276.degrees latitude (g = 980.6199 gals.).
 PD0276
 PD0276.The modeled gravity was interpolated from observed gravity values.
 PD0276
 PD0276;                    North         East    Units  Estimated Accuracy
 PD0276;SPC ME E     -   102,010.      342,170.      MT  (+/- 180 meters Scaled)
 PD0276
 PD0276                          SUPERSEDED SURVEY CONTROL
 PD0276
 PD0276  NGVD 29 (??/??/92)   28.962  (m)           95.02   (f) ADJ UNCH    1 1
 PD0276
 PD0276.Superseded values are not recommended for survey control.
 PD0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0276.See file dsdata.txt to determine how the superseded data were derived.
 PD0276
 PD0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK818372(NAD 83)
 PD0276_MARKER: DB = BENCH MARK DISK
 PD0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PD0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PD0276_STAMPING: P 88 1942
 PD0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0276+STABILITY: SURFACE MOTION
 PD0276
 PD0276  HISTORY     - Date     Condition        Report By
 PD0276  HISTORY     - 1942     MONUMENTED       CGS
 PD0276  HISTORY     - 1966     GOOD             NGS
 PD0276  HISTORY     - 1978     GOOD             DMA
 PD0276
 PD0276                          STATION DESCRIPTION
 PD0276
 PD0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PD0276'3.1 MI SW FROM CHERRYFIELD.
 PD0276'3.1 MILES SOUTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PD0276'STATION AT CHERRYFIELD, ABOUT 1.2 MILES NORTHEAST OF A BLACK
 PD0276'TOPPED ROAD CROSSING AT UNIONVILLE, ABOUT 0.1 MILE SOUTHWEST
 PD0276'OF AN ABANDONED ROAD CROSSING, 69 1/2 FEET SOUTH OF MILEPOST
 PD0276'P194/C76, 30.2 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 8 FEET
 PD0276'EAST OF A 30-INCH ELM TREE, 1 FOOT NORTHWEST OF A RIGHT-OF-WAY
 PD0276'FENCE, ABOUT 4 1/2 FEET ABOVE THE LEVEL OF THE TRACK AND SET
 PD0276'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
 PD0276
 PD0276                          STATION RECOVERY (1978)
 PD0276
 PD0276'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PD0276'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0400 ***********************************************************************
 PE0400  DESIGNATION -  P 89
 PE0400  PID         -  PE0400
 PE0400  STATE/COUNTY-  ME/PENOBSCOT
 PE0400  USGS QUAD   -  VEAZIE (1988)
 PE0400
 PE0400                         *CURRENT SURVEY CONTROL
 PE0400  ___________________________________________________________________
 PE0400* NAD 83(1986)-  44 46 10.     (N)    068 41 44.     (W)     SCALED    
 PE0400* NAVD 88     -        39.147  (meters)     128.43   (feet)  ADJUSTED  
 PE0400  ___________________________________________________________________
 PE0400  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 PE0400  DYNAMIC HT  -          39.145 (meters)     128.43  (feet)  COMP
 PE0400  MODELED GRAV-     980,572.1   (mgal)                       NAVD 88
 PE0400
 PE0400  VERT ORDER  -  FIRST     CLASS II
 PE0400
 PE0400.The horizontal coordinates were scaled from a topographic map and have
 PE0400.an estimated accuracy of +/- 6 seconds.
 PE0400
 PE0400.The orthometric height was determined by differential leveling
 PE0400.and adjusted by the National Geodetic Survey in June 1991..
 PE0400
 PE0400.The geoid height was determined by GEOID03.
 PE0400
 PE0400.The dynamic height is computed by dividing the NAVD 88
 PE0400.geopotential number by the normal gravity value computed on the
 PE0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0400.degrees latitude (g = 980.6199 gals.).
 PE0400
 PE0400.The modeled gravity was interpolated from observed gravity values.
 PE0400
 PE0400;                    North         East    Units  Estimated Accuracy
 PE0400;SPC ME E     -   122,540.      284,520.      MT  (+/- 180 meters Scaled)
 PE0400
 PE0400                          SUPERSEDED SURVEY CONTROL
 PE0400
 PE0400  NGVD 29 (??/??/92)   39.37   (m)          129.2    (f) COMPUTED    1 2
 PE0400
 PE0400.Superseded values are not recommended for survey control.
 PE0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0400.See file dsdata.txt to determine how the superseded data were derived.
 PE0400
 PE0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK240573(NAD 83)
 PE0400_MARKER: DB = BENCH MARK DISK
 PE0400_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE0400_SP_SET: SIGNAL CONCRETE BASE
 PE0400_STAMPING: P 89 1942
 PE0400_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE0400
 PE0400  HISTORY     - Date     Condition        Report By
 PE0400  HISTORY     - 1942     MONUMENTED       CGS
 PE0400  HISTORY     - 1966     GOOD             NGS
 PE0400  HISTORY     - 1978     MARK NOT FOUND   DMA
 PE0400
 PE0400                          STATION DESCRIPTION
 PE0400
 PE0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0400'4.5 MI NW FROM EAST HOLDEN.
 PE0400'4.5 MILES NORTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE0400'STATION AT EAST HOLDEN, PENOBSCOT COUNTY, 38 FEET SOUTHEAST
 PE0400'OF MILEPOST BH 44-P 143, AT BLOCK SIGNAL 143.1, IN THE NORTHEAST
 PE0400'FACE OF THE CONCRETE BASE, 10 FEET SOUTHWEST OF THE CENTERLINE
 PE0400'OF THE TRACK, AND 1 FOOT ABOVE THE TRACK.  A STANDARD DISK,
 PE0400'STAMPED P 89 1942 AND SET VERTICALLY.
 PE0400
 PE0400                          STATION RECOVERY (1978)
 PE0400
 PE0400'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PE0400'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0245 ***********************************************************************
 PD0245  DESIGNATION -  P 9
 PD0245  PID         -  PD0245
 PD0245  STATE/COUNTY-  ME/WASHINGTON
 PD0245  USGS QUAD   -  PETIT MANAN POINT (1977)
 PD0245
 PD0245                         *CURRENT SURVEY CONTROL
 PD0245  ___________________________________________________________________
 PD0245* NAD 83(1986)-  44 28 57.     (N)    067 55 45.     (W)     SCALED    
 PD0245* NAVD 88     -        39.120  (meters)     128.35   (feet)  ADJUSTED  
 PD0245  ___________________________________________________________________
 PD0245  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 PD0245  DYNAMIC HT  -          39.118 (meters)     128.34  (feet)  COMP
 PD0245  MODELED GRAV-     980,568.6   (mgal)                       NAVD 88
 PD0245
 PD0245  VERT ORDER  -  SECOND    CLASS 0
 PD0245
 PD0245.The horizontal coordinates were scaled from a topographic map and have
 PD0245.an estimated accuracy of +/- 6 seconds.
 PD0245
 PD0245.The orthometric height was determined by differential leveling
 PD0245.and adjusted by the National Geodetic Survey in June 1991..
 PD0245
 PD0245.The geoid height was determined by GEOID03.
 PD0245
 PD0245.The dynamic height is computed by dividing the NAVD 88
 PD0245.geopotential number by the normal gravity value computed on the
 PD0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0245.degrees latitude (g = 980.6199 gals.).
 PD0245
 PD0245.The modeled gravity was interpolated from observed gravity values.
 PD0245
 PD0245;                    North         East    Units  Estimated Accuracy
 PD0245;SPC ME E     -    90,800.      345,410.      MT  (+/- 180 meters Scaled)
 PD0245
 PD0245                          SUPERSEDED SURVEY CONTROL
 PD0245
 PD0245  NGVD 29 (??/??/92)   39.321  (m)          129.01   (f) ADJ UNCH    2 0
 PD0245
 PD0245.Superseded values are not recommended for survey control.
 PD0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0245.See file dsdata.txt to determine how the superseded data were derived.
 PD0245
 PD0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK851260(NAD 83)
 PD0245_MARKER: DB = BENCH MARK DISK
 PD0245_SETTING: 80 = SET IN A BOULDER
 PD0245_SP_SET: BOULDER
 PD0245_STAMPING: P 9 1945
 PD0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0245+STABILITY: SURFACE MOTION
 PD0245
 PD0245  HISTORY     - Date     Condition        Report By
 PD0245  HISTORY     - 1945     MONUMENTED       CGS
 PD0245  HISTORY     - 1962     GOOD             NGS
 PD0245  HISTORY     - 20020914 GOOD             USPSQD
 PD0245
 PD0245                          STATION DESCRIPTION
 PD0245
 PD0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PD0245'3.8 MI SE FROM STEUBEN.
 PD0245'2.0 MILES EAST ALONG U.S. HIGHWAY 1 FROM THE TOWN PARK AT
 PD0245'STEUBEN, THENCE 1.8 MILES SOUTH ALONG A BLACK TOP ROAD, SET ON
 PD0245'THE TOP OF A 2-BY-2-FOOT BOULDER PROJECTING 2 FEET ABOVE THE
 PD0245'LEVEL OF THE GROUND, 105 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 PD0245'OF A SMALL NEW CEMETERY, 25 FEET NORTHWEST OF THE CENTER LINE OF
 PD0245'THE ROAD, 21 FEET SOUTHWEST OF THE CENTER LINE OF A DRIVEWAY
 PD0245'LEADING TO THE CEMETERY, AND ABOUT 1 FOOT ABOVE THE LEVEL OF
 PD0245'THE ROAD.
 PD0245
 PD0245                          STATION RECOVERY (2002)
 PD0245
 PD0245'RECOVERY NOTE BY US POWER SQUADRON 2002 (SWL)
 PD0245'DELETE ALL AFTER PROJECTING 2 FEET ABOVE THE LEVEL OF THE GROUND. ADD
 PD0245' 
 PD0245'26 FEET SOUTHWESTERLY OF THE CENTERLINE OF THE ROAD, 95 FEET NORTH OF
 PD0245'THE MOST SOUTHERLY FENCEPOST OF A NEW CEMETERY NAMES WEST-FOLLETT
 PD0245'CEMETERY, 63 FEET EASTERLY OF THE GATEPOST TO THE CEMETERY, 21 FEET
 PD0245'SOUTHERLY OF AN UNPAVED DRIVEWAY INTO THE CEMETERY, AND ABOUT 1 FOOT
 PD0245'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0255 ***********************************************************************
 PE0255  DESIGNATION -  P 91
 PE0255  PID         -  PE0255
 PE0255  STATE/COUNTY-  ME/HANCOCK
 PE0255  USGS QUAD   -  WINTER HARBOR (1985)
 PE0255
 PE0255                         *CURRENT SURVEY CONTROL
 PE0255  ___________________________________________________________________
 PE0255* NAD 83(1986)-  44 28 34.     (N)    068 03 14.     (W)     SCALED    
 PE0255* NAVD 88     -        36.562  (meters)     119.95   (feet)  ADJUSTED  
 PE0255  ___________________________________________________________________
 PE0255  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 PE0255  DYNAMIC HT  -          36.561 (meters)     119.95  (feet)  COMP
 PE0255  MODELED GRAV-     980,579.7   (mgal)                       NAVD 88
 PE0255
 PE0255  VERT ORDER  -  SECOND    CLASS 0
 PE0255
 PE0255.The horizontal coordinates were scaled from a topographic map and have
 PE0255.an estimated accuracy of +/- 6 seconds.
 PE0255
 PE0255.The orthometric height was determined by differential leveling
 PE0255.and adjusted by the National Geodetic Survey in June 1991..
 PE0255
 PE0255.The geoid height was determined by GEOID03.
 PE0255
 PE0255.The dynamic height is computed by dividing the NAVD 88
 PE0255.geopotential number by the normal gravity value computed on the
 PE0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0255.degrees latitude (g = 980.6199 gals.).
 PE0255
 PE0255.The modeled gravity was interpolated from observed gravity values.
 PE0255
 PE0255;                    North         East    Units  Estimated Accuracy
 PE0255;SPC ME E     -    90,030.      335,490.      MT  (+/- 180 meters Scaled)
 PE0255
 PE0255                          SUPERSEDED SURVEY CONTROL
 PE0255
 PE0255  NGVD 29 (??/??/92)   36.765  (m)          120.62   (f) ADJ UNCH    2 0
 PE0255
 PE0255.Superseded values are not recommended for survey control.
 PE0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0255.See file dsdata.txt to determine how the superseded data were derived.
 PE0255
 PE0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK752251(NAD 83)
 PE0255_MARKER: DB = BENCH MARK DISK
 PE0255_SETTING: 66 = SET IN ROCK OUTCROP
 PE0255_SP_SET: BEDROCK
 PE0255_STAMPING: P 91 1942
 PE0255_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0255+STABILITY: POSITION/ELEVATION WELL
 PE0255
 PE0255  HISTORY     - Date     Condition        Report By
 PE0255  HISTORY     - 1942     MONUMENTED       CGS
 PE0255  HISTORY     - 1966     GOOD             NGS
 PE0255
 PE0255                          STATION DESCRIPTION
 PE0255
 PE0255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0255'1 MI W FROM GOULDSBORO.
 PE0255'0.15 MILE NORTH ALONG STATE HIGHWAY 186 FROM THE POST OFFICE
 PE0255'AT GOULDSBORO, THENCE 0.8 MILE WEST ALONG U.S. HIGHWAY 1, ABOUT
 PE0255'0.8 MILE WEST OF THE EAST LEG OF THE JUNCTION OF U.S. HIGHWAY 1
 PE0255'AND STATE HIGHWAY 186, SET ON THE TOP OF A 69-BY-35 FEET
 PE0255'EXPOSED PART OF A MASS OF BEDROCK, 65 FEET NORTH OF THE
 PE0255'CENTER LINE OF THE HIGHWAY, 40 FEET SOUTH OF THE CENTER LINE OF
 PE0255'THE OLD HIGHWAY, 79 FEET SOUTHEAST OF AND ACROSS THE OLD
 PE0255'HIGHWAY FROM POWER LINE POLE NO. 254-808-13, 26 FEET NORTHWEST
 PE0255'OF AND ABOUT 2 FEET LOWER THAN THE HIGHEST PART OF BEDROCK, 9
 PE0255'FEET SOUTH OF THE NORTH EDGE OF ROCK AND 1 FOOT ABOVE THE LEVEL
 PE0255'OF THE NEW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0173 ***********************************************************************
 PD0173  DESIGNATION -  P 92
 PD0173  PID         -  PD0173
 PD0173  STATE/COUNTY-  ME/WASHINGTON
 PD0173  USGS QUAD   -  PEMBROKE (1977)
 PD0173
 PD0173                         *CURRENT SURVEY CONTROL
 PD0173  ___________________________________________________________________
 PD0173* NAD 83(1986)-  44 54 26.     (N)    067 14 47.     (W)     SCALED    
 PD0173* NAVD 88     -        28.366  (meters)      93.06   (feet)  ADJUSTED  
 PD0173  ___________________________________________________________________
 PD0173  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 PD0173  DYNAMIC HT  -          28.365 (meters)      93.06  (feet)  COMP
 PD0173  MODELED GRAV-     980,602.8   (mgal)                       NAVD 88
 PD0173
 PD0173  VERT ORDER  -  FIRST     CLASS I
 PD0173
 PD0173.The horizontal coordinates were scaled from a topographic map and have
 PD0173.an estimated accuracy of +/- 6 seconds.
 PD0173
 PD0173.The orthometric height was determined by differential leveling
 PD0173.and adjusted by the National Geodetic Survey in June 1991..
 PD0173
 PD0173.The geoid height was determined by GEOID03.
 PD0173
 PD0173.The dynamic height is computed by dividing the NAVD 88
 PD0173.geopotential number by the normal gravity value computed on the
 PD0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0173.degrees latitude (g = 980.6199 gals.).
 PD0173
 PD0173.The modeled gravity was interpolated from observed gravity values.
 PD0173
 PD0173;                    North         East    Units  Estimated Accuracy
 PD0173;SPC ME E     -   138,600.      398,990.      MT  (+/- 180 meters Scaled)
 PD0173
 PD0173                          SUPERSEDED SURVEY CONTROL
 PD0173
 PD0173  NGVD 29 (??/??/92)   28.568  (m)           93.73   (f) ADJ UNCH    1 1
 PD0173
 PD0173.Superseded values are not recommended for survey control.
 PD0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0173.See file dsdata.txt to determine how the superseded data were derived.
 PD0173
 PD0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK384741(NAD 83)
 PD0173_MARKER: DB = BENCH MARK DISK
 PD0173_SETTING: 66 = SET IN ROCK OUTCROP
 PD0173_SP_SET: ROCK OUTCROP
 PD0173_STAMPING: P 92 1942
 PD0173_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0173+STABILITY: POSITION/ELEVATION WELL
 PD0173
 PD0173  HISTORY     - Date     Condition        Report By
 PD0173  HISTORY     - 1942     MONUMENTED       CGS
 PD0173  HISTORY     - 1966     GOOD             NGS
 PD0173  HISTORY     - 1978     GOOD             DMA
 PD0173
 PD0173                          STATION DESCRIPTION
 PD0173
 PD0173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PD0173'0.5 MI N FROM DENNYSVILLE.
 PD0173'0.5 MILE NORTH ALONG THE MAINE CENTRAL RAILROAD FROM THE CROSSING
 PD0173'OF STATE HIGHWAY 86 AT DENNYSVILLE, ABOUT 0.15 MILE SOUTH OF
 PD0173'MILEPOST C22/P248, 462 FEET SOUTH OF THE SOUTH END OF A TRESTLE
 PD0173'OVER A STREAM, 16 FEET NORTH OF THE CENTER DIM TRAIL LEADING
 PD0173'WEST, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK, AND IN THE TOP
 PD0173'OF THE SOUTH EDGE OF A ROCK OUTCROP.  NOTE-- THE MARK MAY BE
 PD0173'COVERED IN THE FUTURE.
 PD0173
 PD0173                          STATION RECOVERY (1978)
 PD0173
 PD0173'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PD0173'MONUMENT IS ALSO NINE FEET WEST OF WEST RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0247 ***********************************************************************
 PE0247  DESIGNATION -  P 93
 PE0247  PID         -  PE0247
 PE0247  STATE/COUNTY-  ME/HANCOCK
 PE0247  USGS QUAD   -  WINTER HARBOR (1985)
 PE0247
 PE0247                         *CURRENT SURVEY CONTROL
 PE0247  ___________________________________________________________________
 PE0247* NAD 83(1986)-  44 26 41.     (N)    068 06 43.     (W)     SCALED    
 PE0247* NAVD 88     -        56.562  (meters)     185.57   (feet)  ADJUSTED  
 PE0247  ___________________________________________________________________
 PE0247  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 PE0247  DYNAMIC HT  -          56.559 (meters)     185.56  (feet)  COMP
 PE0247  MODELED GRAV-     980,572.7   (mgal)                       NAVD 88
 PE0247
 PE0247  VERT ORDER  -  SECOND    CLASS 0
 PE0247
 PE0247.The horizontal coordinates were scaled from a topographic map and have
 PE0247.an estimated accuracy of +/- 6 seconds.
 PE0247
 PE0247.The orthometric height was determined by differential leveling
 PE0247.and adjusted by the National Geodetic Survey in June 1991..
 PE0247
 PE0247.The geoid height was determined by GEOID03.
 PE0247
 PE0247.The dynamic height is computed by dividing the NAVD 88
 PE0247.geopotential number by the normal gravity value computed on the
 PE0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0247.degrees latitude (g = 980.6199 gals.).
 PE0247
 PE0247.The modeled gravity was interpolated from observed gravity values.
 PE0247
 PE0247;                    North         East    Units  Estimated Accuracy
 PE0247;SPC ME E     -    86,520.      330,890.      MT  (+/- 180 meters Scaled)
 PE0247
 PE0247                          SUPERSEDED SURVEY CONTROL
 PE0247
 PE0247  NGVD 29 (??/??/92)   56.766  (m)          186.24   (f) ADJ UNCH    2 0
 PE0247
 PE0247.Superseded values are not recommended for survey control.
 PE0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0247.See file dsdata.txt to determine how the superseded data were derived.
 PE0247
 PE0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK706216(NAD 83)
 PE0247_MARKER: DB = BENCH MARK DISK
 PE0247_SETTING: 66 = SET IN ROCK OUTCROP
 PE0247_SP_SET: BEDROCK
 PE0247_STAMPING: P 93 1942
 PE0247_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0247+STABILITY: POSITION/ELEVATION WELL
 PE0247
 PE0247  HISTORY     - Date     Condition        Report By
 PE0247  HISTORY     - 1942     MONUMENTED       CGS
 PE0247  HISTORY     - 1966     GOOD             NGS
 PE0247
 PE0247                          STATION DESCRIPTION
 PE0247
 PE0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0247'0.6 MI N FROM SOUTH GOULDSBORO.
 PE0247'0.6 MILE NORTH ALONG STATE HIGHWAY 186 FROM THE POST OFFICE
 PE0247'AT SOUTH GOULDSBORO, ALONG THE OLD HIGHWAY, 99 YARDS SOUTHWEST OF
 PE0247'THE APPROXIMATE CENTER OF THE NORTH JUNCTION OF THE OLD HIGHWAY
 PE0247'AND NEW HIGHWAY (BENCH MARK Y 168 DESCRIBED IS AT THE SOUTH
 PE0247'JUNCTION OF OLD AND NEW HIGHWAY), SET ON THE TOP OF THE HIGHEST
 PE0247'PART OF A MASS OF BEDROCK, 131 FEET NORTHWEST OF THE PRESENT
 PE0247'HIGHWAY, 40 FEET SOUTHEAST OF THE CENTER LINE OF THE OLD
 PE0247'HIGHWAY, 71 FEET EAST OF AND ACROSS THE OLD HIGHWAY FROM POWER
 PE0247'LINE POLE NO. 68-145, AND ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE
 PE0247'OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0120 ***********************************************************************
 PD0120  DESIGNATION -  P 94
 PD0120  PID         -  PD0120
 PD0120  STATE/COUNTY-  ME/WASHINGTON
 PD0120  USGS QUAD   -  MACHIAS (1977)
 PD0120
 PD0120                         *CURRENT SURVEY CONTROL
 PD0120  ___________________________________________________________________
 PD0120* NAD 83(1986)-  44 43 00.     (N)    067 28 56.     (W)     SCALED    
 PD0120* NAVD 88     -        36.306  (meters)     119.11   (feet)  ADJUSTED  
 PD0120  ___________________________________________________________________
 PD0120  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 PD0120  DYNAMIC HT  -          36.305 (meters)     119.11  (feet)  COMP
 PD0120  MODELED GRAV-     980,586.7   (mgal)                       NAVD 88
 PD0120
 PD0120  VERT ORDER  -  FIRST     CLASS I
 PD0120
 PD0120.The horizontal coordinates were scaled from a topographic map and have
 PD0120.an estimated accuracy of +/- 6 seconds.
 PD0120
 PD0120.The orthometric height was determined by differential leveling
 PD0120.and adjusted by the National Geodetic Survey in June 1991..
 PD0120.WARNING-Repeat measurements at this control monument indicate possible
 PD0120.vertical movement.
 PD0120
 PD0120.The geoid height was determined by GEOID03.
 PD0120
 PD0120.The dynamic height is computed by dividing the NAVD 88
 PD0120.geopotential number by the normal gravity value computed on the
 PD0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0120.degrees latitude (g = 980.6199 gals.).
 PD0120
 PD0120.The modeled gravity was interpolated from observed gravity values.
 PD0120
 PD0120;                    North         East    Units  Estimated Accuracy
 PD0120;SPC ME E     -   117,160.      380,640.      MT  (+/- 180 meters Scaled)
 PD0120
 PD0120                          SUPERSEDED SURVEY CONTROL
 PD0120
 PD0120  NGVD 29 (??/??/92)   36.516  (m)          119.80   (f) ADJ UNCH    1 1
 PD0120
 PD0120.Superseded values are not recommended for survey control.
 PD0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0120.See file dsdata.txt to determine how the superseded data were derived.
 PD0120
 PD0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK202525(NAD 83)
 PD0120_MARKER: DB = BENCH MARK DISK
 PD0120_SETTING: 80 = SET IN A BOULDER
 PD0120_SP_SET: BOULDER
 PD0120_STAMPING: P 94 1942
 PD0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0120+STABILITY: SURFACE MOTION
 PD0120
 PD0120  HISTORY     - Date     Condition        Report By
 PD0120  HISTORY     - 1942     MONUMENTED       CGS
 PD0120  HISTORY     - 1966     GOOD             NGS
 PD0120  HISTORY     - 1978     GOOD             DMA
 PD0120
 PD0120                          STATION DESCRIPTION
 PD0120
 PD0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PD0120'1.6 MI W FROM MACHIAS.
 PD0120'1.6 MILES WEST ALONG THE MAINE CENTRAL RAILROAD FROM THE STATION
 PD0120'AT MACHIAS, 0.2 MILE NORTHEAST OF THE CROSSING OF U.S. HIGHWAY
 PD0120'1A, IN THE TOP OF A EMBEDDED BOULDER THAT THE EXPOSED PORTION IS
 PD0120'ABOUT 2 1/2-BY-5-FOOT AND PROJECTS ABOUT 1 FOOT, 300 FEET
 PD0120'SOUTHWEST OF MILEPOST C46/P224, 24.0 FEET SOUTHEAST OF AND
 PD0120'ACROSS TRACK FROM A WHISTLE POST, 19.6 FEET SOUTHEAST OF THE
 PD0120'SOUTHEAST RAIL, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE
 PD0120'TRACK.
 PD0120
 PD0120                          STATION RECOVERY (1978)
 PD0120
 PD0120'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PD0120'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0212 ***********************************************************************
 OB0212  DESIGNATION -  P 96
 OB0212  PID         -  OB0212
 OB0212  STATE/COUNTY-  ME/SAGADAHOC
 OB0212  USGS QUAD   -  SMALL POINT (1957)
 OB0212
 OB0212                         *CURRENT SURVEY CONTROL
 OB0212  ___________________________________________________________________
 OB0212* NAD 83(1986)-  43 43 29.     (N)    069 50 20.     (W)     SCALED    
 OB0212* NAVD 88     -        20.411  (meters)      66.97   (feet)  ADJUSTED  
 OB0212  ___________________________________________________________________
 OB0212  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 OB0212  DYNAMIC HT  -          20.409 (meters)      66.96  (feet)  COMP
 OB0212  MODELED GRAV-     980,517.5   (mgal)                       NAVD 88
 OB0212
 OB0212  VERT ORDER  -  SECOND    CLASS 0
 OB0212
 OB0212.The horizontal coordinates were scaled from a topographic map and have
 OB0212.an estimated accuracy of +/- 6 seconds.
 OB0212
 OB0212.The orthometric height was determined by differential leveling
 OB0212.and adjusted by the National Geodetic Survey in June 1991..
 OB0212
 OB0212.The geoid height was determined by GEOID03.
 OB0212
 OB0212.The dynamic height is computed by dividing the NAVD 88
 OB0212.geopotential number by the normal gravity value computed on the
 OB0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0212.degrees latitude (g = 980.6199 gals.).
 OB0212
 OB0212.The modeled gravity was interpolated from observed gravity values.
 OB0212
 OB0212;                    North         East    Units  Estimated Accuracy
 OB0212;SPC ME W     -    99,080.      926,410.      MT  (+/- 180 meters Scaled)
 OB0212
 OB0212                          SUPERSEDED SURVEY CONTROL
 OB0212
 OB0212  NGVD 29 (??/??/92)   20.623  (m)           67.66   (f) ADJ UNCH    2 0
 OB0212
 OB0212.Superseded values are not recommended for survey control.
 OB0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0212.See file dsdata.txt to determine how the superseded data were derived.
 OB0212
 OB0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ324416(NAD 83)
 OB0212_MARKER: DB = BENCH MARK DISK
 OB0212_SETTING: 66 = SET IN ROCK OUTCROP
 OB0212_SP_SET: BEDROCK
 OB0212_STAMPING: P 96 1943
 OB0212_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0212+STABILITY: POSITION/ELEVATION WELL
 OB0212
 OB0212  HISTORY     - Date     Condition        Report By
 OB0212  HISTORY     - 1943     MONUMENTED       CGS
 OB0212  HISTORY     - 1943     GOOD             NGS
 OB0212  HISTORY     - 1957     MARK NOT FOUND   USGS
 OB0212
 OB0212                          STATION DESCRIPTION
 OB0212
 OB0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 OB0212'0.1 MI S FROM SMALL POINT BEACH.
 OB0212'0.1 MILE SOUTH ALONG A DIRT ROAD FROM THE POST OFFICE AT SMALL POINT
 OB0212'BEACH, SAGADAHOC COUNTY, 82.5 FEET SOUTH OF A WHITE FRAME HOUSE, 35
 OB0212'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 18.2 FEET NORTHEAST OF THE
 OB0212'NORTHEAST CORNER OF A BARN, 11 FEET WEST OF THE CENTER LINE OF A
 OB0212'PRIVATE ROAD LEADING SOUTH, IN BEDROCK, AND 0.6 FOOT HIGHER THAN THE
 OB0212'ROAD.  A STANDARD DISK, STAMPED P 96 1943.
 OB0212
 OB0212                          STATION RECOVERY (1957)
 OB0212
 OB0212'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 OB0212'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0242 ***********************************************************************
 OB0242  DESIGNATION -  P 97
 OB0242  PID         -  OB0242
 OB0242  STATE/COUNTY-  ME/CUMBERLAND
 OB0242  USGS QUAD   -  ORRS ISLAND (1997)
 OB0242
 OB0242                         *CURRENT SURVEY CONTROL
 OB0242  ___________________________________________________________________
 OB0242* NAD 83(1986)-  43 46 37.     (N)    069 57 24.     (W)     SCALED    
 OB0242* NAVD 88     -        21.616  (meters)      70.92   (feet)  ADJUSTED  
 OB0242  ___________________________________________________________________
 OB0242  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 OB0242  DYNAMIC HT  -          21.614 (meters)      70.91  (feet)  COMP
 OB0242  MODELED GRAV-     980,520.3   (mgal)                       NAVD 88
 OB0242
 OB0242  VERT ORDER  -  SECOND    CLASS 0
 OB0242
 OB0242.The horizontal coordinates were scaled from a topographic map and have
 OB0242.an estimated accuracy of +/- 6 seconds.
 OB0242
 OB0242.The orthometric height was determined by differential leveling
 OB0242.and adjusted by the National Geodetic Survey in June 1991..
 OB0242
 OB0242.The geoid height was determined by GEOID03.
 OB0242
 OB0242.The dynamic height is computed by dividing the NAVD 88
 OB0242.geopotential number by the normal gravity value computed on the
 OB0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0242.degrees latitude (g = 980.6199 gals.).
 OB0242
 OB0242.The modeled gravity was interpolated from observed gravity values.
 OB0242
 OB0242;                    North         East    Units  Estimated Accuracy
 OB0242;SPC ME W     -   104,850.      916,910.      MT  (+/- 180 meters Scaled)
 OB0242
 OB0242                          SUPERSEDED SURVEY CONTROL
 OB0242
 OB0242  NGVD 29 (??/??/92)   21.812  (m)           71.56   (f) ADJ UNCH    2 0
 OB0242
 OB0242.Superseded values are not recommended for survey control.
 OB0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0242.See file dsdata.txt to determine how the superseded data were derived.
 OB0242
 OB0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ230475(NAD 83)
 OB0242_MARKER: DB = BENCH MARK DISK
 OB0242_SETTING: 66 = SET IN ROCK OUTCROP
 OB0242_SP_SET: BEDROCK OUTCROP
 OB0242_STAMPING: P 97 1943
 OB0242_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0242+STABILITY: POSITION/ELEVATION WELL
 OB0242_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OB0242+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2006
 OB0242
 OB0242  HISTORY     - Date     Condition        Report By
 OB0242  HISTORY     - 1943     MONUMENTED       CGS
 OB0242  HISTORY     - 1978     GOOD             LOCSUR
 OB0242  HISTORY     - 20060712 GOOD             GEOCAC
 OB0242
 OB0242                          STATION DESCRIPTION
 OB0242
 OB0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 OB0242'1.6 MI NE FROM ORRS ISLAND.
 OB0242'1.6 MILES NORTHEAST ALONG STATE HIGHWAY 24 FROM THE POST OFFICE AT
 OB0242'ORRS ISLAND, CUMBERLAND COUNTY, 1.4 MILES SOUTHWEST OF ORRS ISLAND
 OB0242'BRIDGE, AT THE HOME OF C.M. CURRIER, 32.4 FEET SOUTHWEST OF THE
 OB0242'SOUTHWEST CORNER OF THE HOUSE, 57 FEET NORTHEAST OF POLE 472, 47 FEET
 OB0242'EAST OF THE CENTER LINE OF THE HIGHWAY, AND ON THE HIGHEST POINT OF AN
 OB0242'OUTCROP OF BEDROCK.  A STANDARD DISK, STAMPED P 97 1943.
 OB0242
 OB0242                          STATION RECOVERY (1978)
 OB0242
 OB0242'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 OB0242'RECOVERED IN GOOD CONDITION.
 OB0242
 OB0242                          STATION RECOVERY (2006)
 OB0242
 OB0242'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 OB0242'HAND-HELD GPS COORDINATES N 43 46.631 W 069 57.414.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0250 ***********************************************************************
 OC0250  DESIGNATION -  P 98
 OC0250  PID         -  OC0250
 OC0250  STATE/COUNTY-  ME/YORK
 OC0250  USGS QUAD   -  BIDDEFORD (1975)
 OC0250
 OC0250                         *CURRENT SURVEY CONTROL
 OC0250  ___________________________________________________________________
 OC0250* NAD 83(1986)-  43 28 00.     (N)    070 24 10.     (W)     SCALED    
 OC0250* NAVD 88     -        12.704  (meters)      41.68   (feet)  ADJUSTED  
 OC0250  ___________________________________________________________________
 OC0250  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 OC0250  DYNAMIC HT  -          12.703 (meters)      41.68  (feet)  COMP
 OC0250  MODELED GRAV-     980,491.4   (mgal)                       NAVD 88
 OC0250
 OC0250  VERT ORDER  -  SECOND    CLASS 0
 OC0250
 OC0250.The horizontal coordinates were scaled from a topographic map and have
 OC0250.an estimated accuracy of +/- 6 seconds.
 OC0250
 OC0250.The orthometric height was determined by differential leveling
 OC0250.and adjusted by the National Geodetic Survey in June 1991..
 OC0250
 OC0250.The geoid height was determined by GEOID03.
 OC0250
 OC0250.The dynamic height is computed by dividing the NAVD 88
 OC0250.geopotential number by the normal gravity value computed on the
 OC0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0250.degrees latitude (g = 980.6199 gals.).
 OC0250
 OC0250.The modeled gravity was interpolated from observed gravity values.
 OC0250
 OC0250;                    North         East    Units  Estimated Accuracy
 OC0250;SPC ME W     -    70,390.      880,890.      MT  (+/- 180 meters Scaled)
 OC0250
 OC0250                          SUPERSEDED SURVEY CONTROL
 OC0250
 OC0250  NGVD 29 (??/??/92)   12.922  (m)           42.39   (f) ADJ UNCH    2 0
 OC0250
 OC0250.Superseded values are not recommended for survey control.
 OC0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0250.See file dsdata.txt to determine how the superseded data were derived.
 OC0250
 OC0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ865135(NAD 83)
 OC0250_MARKER: DB = BENCH MARK DISK
 OC0250_SETTING: 66 = SET IN ROCK OUTCROP
 OC0250_SP_SET: ROCK OUTCROP
 OC0250_STAMPING: P 98 1943
 OC0250_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC0250+STABILITY: POSITION/ELEVATION WELL
 OC0250
 OC0250  HISTORY     - Date     Condition        Report By
 OC0250  HISTORY     - 1943     MONUMENTED       CGS
 OC0250  HISTORY     - 1963     GOOD             NGS
 OC0250  HISTORY     - 1976     GOOD             NGS
 OC0250
 OC0250                          STATION DESCRIPTION
 OC0250
 OC0250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 OC0250'3.6 MI SE FROM BIDDEFORD.
 OC0250'3.6 MILES SOUTHEASTERLY FROM THE POST OFFICE ALONG THE 1943
 OC0250'LOCATION OF THE POOL ROAD.  IT IS 130 FEET WESTERLY FROM THE
 OC0250'CENTERLINE OF A ROAD LEADING NORTH CALLED FERRY LANE, AND 32
 OC0250'FEET NORTHERLY OF THE CENTER OF POOL ROAD AS TRAVELED IN 1943,
 OC0250'IN AN OUTCROPPING LEDGE 4 FEET, MORE OR LESS, HIGHER THAN THE
 OC0250'ROAD SURFACE.
 OC0250
 OC0250                          STATION RECOVERY (1976)
 OC0250
 OC0250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0250'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0494 ***********************************************************************
 OC0494  DESIGNATION -  P 99
 OC0494  PID         -  OC0494
 OC0494  STATE/COUNTY-  ME/YORK
 OC0494  USGS QUAD   -  KITTERY (1989)
 OC0494
 OC0494                         *CURRENT SURVEY CONTROL
 OC0494  ___________________________________________________________________
 OC0494* NAD 83(1986)-  43 05 28.     (N)    070 40 51.     (W)     SCALED    
 OC0494* NAVD 88     -        16.166  (meters)      53.04   (feet)  ADJUSTED  
 OC0494  ___________________________________________________________________
 OC0494  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 OC0494  DYNAMIC HT  -          16.164 (meters)      53.03  (feet)  COMP
 OC0494  MODELED GRAV-     980,463.4   (mgal)                       NAVD 88
 OC0494
 OC0494  VERT ORDER  -  SECOND    CLASS 0
 OC0494
 OC0494.The horizontal coordinates were scaled from a topographic map and have
 OC0494.an estimated accuracy of +/- 6 seconds.
 OC0494
 OC0494.The orthometric height was determined by differential leveling
 OC0494.and adjusted by the National Geodetic Survey in June 1991..
 OC0494
 OC0494.The geoid height was determined by GEOID03.
 OC0494
 OC0494.The dynamic height is computed by dividing the NAVD 88
 OC0494.geopotential number by the normal gravity value computed on the
 OC0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0494.degrees latitude (g = 980.6199 gals.).
 OC0494
 OC0494.The modeled gravity was interpolated from observed gravity values.
 OC0494
 OC0494;                    North         East    Units  Estimated Accuracy
 OC0494;SPC ME W     -    28,760.      858,140.      MT  (+/- 180 meters Scaled)
 OC0494
 OC0494                          SUPERSEDED SURVEY CONTROL
 OC0494
 OC0494  NGVD 29 (??/??/92)   16.400  (m)           53.81   (f) ADJ UNCH    2 0
 OC0494
 OC0494.Superseded values are not recommended for survey control.
 OC0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0494.See file dsdata.txt to determine how the superseded data were derived.
 OC0494
 OC0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH631723(NAD 83)
 OC0494_MARKER: DB = BENCH MARK DISK
 OC0494_SETTING: 80 = SET IN A BOULDER
 OC0494_SP_SET: BOULDER
 OC0494_STAMPING: P 99 1943
 OC0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC0494+STABILITY: SURFACE MOTION
 OC0494
 OC0494  HISTORY     - Date     Condition        Report By
 OC0494  HISTORY     - 1943     MONUMENTED       CGS
 OC0494  HISTORY     - 1976     GOOD             NGS
 OC0494  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 OC0494  HISTORY     - 19931022 GOOD             USPSQD
 OC0494
 OC0494                          STATION DESCRIPTION
 OC0494
 OC0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 OC0494'1.5 MI NE FROM KITTERY POINT.
 OC0494'1.5 MILES NORTHEAST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE
 OC0494'AT KITTERY POINT, YORK COUNTY, 95 FEET SOUTHWEST OF A SMALL
 OC0494'SQUARE HOUSE, 24 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, IN
 OC0494'A LARGE BOULDER, AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY.
 OC0494
 OC0494                          STATION RECOVERY (1976)
 OC0494
 OC0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0494'RECOVERED IN GOOD CONDITION.
 OC0494
 OC0494                          STATION RECOVERY (1988)
 OC0494
 OC0494'RECOVERY NOTE BY US POWER SQUADRON 1988 (RSR)
 OC0494'MARK NOT FOUND.
 OC0494
 OC0494                          STATION RECOVERY (1993)
 OC0494
 OC0494'RECOVERY NOTE BY US POWER SQUADRON 1993
 OC0494'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1110 ***********************************************************************
 QF1110  DESIGNATION -  P IBC
 QF1110  PID         -  QF1110
 QF1110  STATE/COUNTY-  ME/WASHINGTON
 QF1110  USGS QUAD   -  KELLEYLAND (1988)
 QF1110
 QF1110                         *CURRENT SURVEY CONTROL
 QF1110  ___________________________________________________________________
 QF1110* NAD 83(1996)-  45 21 32.09916(N)    067 25 46.32986(W)     ADJUSTED  
 QF1110* NAVD 88     -        64.     (meters)     210.     (feet)  SCALED    
 QF1110  ___________________________________________________________________
 QF1110  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 QF1110  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 QF1110
 QF1110  HORZ ORDER  -  THIRD
 QF1110
 QF1110.The horizontal coordinates were established by classical geodetic methods
 QF1110.and adjusted by the National Geodetic Survey in March 1998..
 QF1110
 QF1110.The orthometric height was scaled from a topographic map.
 QF1110
 QF1110.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1110
 QF1110.The geoid height was determined by GEOID03.
 QF1110
 QF1110;                    North         East     Units Scale Factor Converg.
 QF1110;SPC ME E     -   188,585.278   383,865.642   MT  0.99998645   +0 45 42.1
 QF1110;UTM  19      - 5,024,022.300   623,001.204   MT  0.99978602   +1 07 03.2
 QF1110
 QF1110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1110!SPC ME E     -   0.99999370  x   0.99998645  =   0.99998015
 QF1110!UTM  19      -   0.99999370  x   0.99978602  =   0.99977972
 QF1110
 QF1110                          SUPERSEDED SURVEY CONTROL
 QF1110
 QF1110  NAD 83(1992)-  45 21 32.09726(N)    067 25 46.32924(W) AD(       ) 3
 QF1110  NAD 83(1986)-  45 21 32.10122(N)    067 25 46.33706(W) AD(       ) 3
 QF1110  NAD 27      -  45 21 31.84200(N)    067 25 48.32700(W) AD(       ) 3
 QF1110
 QF1110.Superseded values are not recommended for survey control.
 QF1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1110.See file dsdata.txt to determine how the superseded data were derived.
 QF1110
 QF1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2300124022(NAD 83)
 QF1110_MARKER: X = CHISELED CROSS
 QF1110_SETTING: 80 = SET IN A BOULDER
 QF1110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1110+STABILITY: SURFACE MOTION
 QF1110
 QF1110  HISTORY     - Date     Condition        Report By
 QF1110  HISTORY     - 1910     MONUMENTED       IBC
 QF1110
 QF1110                          STATION DESCRIPTION
 QF1110
 QF1110'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (AJB)
 QF1110'ON THE W SIDE OF THE ST CROIX RIVER, AT THE LOWER END OF A CROOKED
 QF1110'STRETCH OF THE RIVER BELOW HORSE ISLAND, AND AT THE UPPER END OF A
 QF1110'STRAIGHT STRETCH OF RIVER A 1/4 OF A MILE LONG.  THERE IS A LITTLE
 QF1110'INLET 200 FEET UPSTREAM.
 QF1110'
 QF1110'STATION MARK IS THE CENTER OF A CROSS CUT IN A ROCK IN THE EDGE OF
 QF1110'THE WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1900 ***********************************************************************
 QF1900  DESIGNATION -  PACKARD
 QF1900  PID         -  QF1900
 QF1900  STATE/COUNTY-  ME/AROOSTOOK
 QF1900  USGS QUAD   -  ORIENT (1989)
 QF1900
 QF1900                         *CURRENT SURVEY CONTROL
 QF1900  ___________________________________________________________________
 QF1900* NAD 83(1996)-  45 49 02.14018(N)    067 46 55.29914(W)     ADJUSTED  
 QF1900* NAVD 88     -       135.     (meters)     443.     (feet)  SCALED    
 QF1900  ___________________________________________________________________
 QF1900  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 QF1900  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 QF1900
 QF1900  HORZ ORDER  -  SECOND
 QF1900
 QF1900.The horizontal coordinates were established by classical geodetic methods
 QF1900.and adjusted by the National Geodetic Survey in March 1998..
 QF1900
 QF1900.The orthometric height was scaled from a topographic map.
 QF1900
 QF1900.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1900
 QF1900.The geoid height was determined by GEOID03.
 QF1900
 QF1900;                    North         East     Units Scale Factor Converg.
 QF1900;SPC ME E     -   239,215.345   355,793.701   MT  0.99993826   +0 30 53.6
 QF1900;UTM  19      - 5,074,465.542   594,620.220   MT  0.99971007   +0 52 24.6
 QF1900
 QF1900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1900!SPC ME E     -   0.99998258  x   0.99993826  =   0.99992084
 QF1900!UTM  19      -   0.99998258  x   0.99971007  =   0.99969265
 QF1900
 QF1900:                Primary Azimuth Mark                     Grid Az
 QF1900:SPC ME E     -  GREEN MOUNTAIN                           154 06 06.7
 QF1900:UTM  19      -  GREEN MOUNTAIN                           153 44 35.7
 QF1900
 QF1900|---------------------------------------------------------------------|
 QF1900| PID    Reference Object                     Distance      Geod. Az  |
 QF1900|                                                           dddmmss.s |
 QF1900| QF1858 GREEN MOUNTAIN                      APPROX. 4.1 KM 1543700.3 |
 QF1900| CE9424 PACKARD RM                           31.930 METERS 26029     |
 QF1900|---------------------------------------------------------------------|
 QF1900
 QF1900                          SUPERSEDED SURVEY CONTROL
 QF1900
 QF1900  NAD 83(1992)-  45 49 02.13737(N)    067 46 55.29762(W) AD(       ) 2
 QF1900  NAD 83(1986)-  45 49 02.14238(N)    067 46 55.31786(W) AD(       ) 2
 QF1900  NAD 27      -  45 49 01.93200(N)    067 46 57.27600(W) AD(       ) 2
 QF1900
 QF1900.Superseded values are not recommended for survey control.
 QF1900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1900.See file dsdata.txt to determine how the superseded data were derived.
 QF1900
 QF1900_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9462074466(NAD 83)
 QF1900_MARKER: DD = SURVEY DISK
 QF1900_SETTING: 80 = SET IN A BOULDER
 QF1900
 QF1900  HISTORY     - Date     Condition        Report By
 QF1900  HISTORY     - 1890     MONUMENTED       CGS
 QF1900  HISTORY     - 1955     GOOD             IBC
 QF1900  HISTORY     - 1972     GOOD             IBC
 QF1900
 QF1900                          STATION DESCRIPTION
 QF1900
 QF1900'DESCRIBED BY COAST AND GEODETIC SURVEY 1890 (JH)
 QF1900'ON THE POINT OF LAND MADE BY THE N SHORE OF GRAND LAKE AND THE W BANK
 QF1900'OF THE THOROUGHFARE.  IT IS ON A LONE BOULDER ABOUT 3 BY 3 METERS IN
 QF1900'CROSS SECTION AND 0.8 METER HIGH, IN AN UNINCLOSED CLEARING ON THE N
 QF1900'SIDE OF THE ROAD LEADING W FROM THE THOROUGHFARE.  THE ROCK IS ABOUT
 QF1900'25 METERS FROM THE ROAD AND ABOUT 100 METERS FROM THE BRIDGE ACROSS
 QF1900'THE THOROUGHFARE.  THE E END OF THE ROCK IS USED AS PART OF THE
 QF1900'FOUNDATION OF THE PACKARD HOME.  THE STATION IS ABOUT 6 FEET W OF THE
 QF1900'SIDE OF THE HOUSE, NEAR ITS NW CORNER.
 QF1900'
 QF1900'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE SURROUNDED BY A
 QF1900'TRIANGLE CUT IN THE ROCK.  A CROSS SURROUNDED BY A TRIANGLE CUT ON
 QF1900'THE SURFACE OF A COARSE - GRAINED STONE, WHOSE EXPOSED SURFACE IS
 QF1900'ABOUT 1 BY 1 METER AND WHOSE HEIGHT IS 0.3 METER, BEARS S 80 DEGREES
 QF1900'29 MINUTES W, 31.93 METERS DISTANT.
 QF1900'
 QF1900'THE REFERENCE MARK IS ABOUT 12 METERS FROM THE MIDDLE OF THE ROAD.
 QF1900
 QF1900                          STATION RECOVERY (1955)
 QF1900
 QF1900'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1900'RECOVERED IN GOOD CONDITION.
 QF1900
 QF1900                          STATION RECOVERY (1972)
 QF1900
 QF1900'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1900'THE STATION WAS RECOVERED AS DESCRIBED BY NWS.  THE PACKARD HOME NOW
 QF1900'BELONGS TO MR ERWIN BONNEY, THE GAME WARDEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0924 ***********************************************************************
 PD0924  DESIGNATION -  PAGE RESET
 PD0924  PID         -  PD0924
 PD0924  STATE/COUNTY-  ME/WASHINGTON
 PD0924  USGS QUAD   -  PEMBROKE (1977)
 PD0924
 PD0924                         *CURRENT SURVEY CONTROL
 PD0924  ___________________________________________________________________
 PD0924* NAD 83(1996)-  44 55 05.34620(N)    067 12 56.48365(W)     ADJUSTED  
 PD0924* NAVD 88     -        67.     (meters)     220.     (feet)  VERTCON   
 PD0924  ___________________________________________________________________
 PD0924  LAPLACE CORR-           5.53  (seconds)                    DEFLEC99
 PD0924  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 PD0924
 PD0924  HORZ ORDER  -  THIRD
 PD0924
 PD0924.The horizontal coordinates were established by classical geodetic methods
 PD0924.and adjusted by the National Geodetic Survey in March 1998..
 PD0924
 PD0924.The NAVD 88 height was computed by applying the VERTCON shift value to
 PD0924.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PD0924
 PD0924.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0924
 PD0924.The geoid height was determined by GEOID03.
 PD0924
 PD0924;                    North         East     Units Scale Factor Converg.
 PD0924;SPC ME E     -   139,851.054   401,397.751   MT  1.00002639   +0 54 24.9
 PD0924;UTM  19      - 4,975,406.800   640,831.105   MT  0.99984388   +1 15 36.4
 PD0924
 PD0924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0924!SPC ME E     -   0.99999303  x   1.00002639  =   1.00001942
 PD0924!UTM  19      -   0.99999303  x   0.99984388  =   0.99983691
 PD0924
 PD0924:                Primary Azimuth Mark                     Grid Az
 PD0924:SPC ME E     -  OAK 1887                                 024 39 54.8
 PD0924:UTM  19      -  OAK 1887                                 024 18 43.3
 PD0924
 PD0924|---------------------------------------------------------------------|
 PD0924| PID    Reference Object                     Distance      Geod. Az  |
 PD0924|                                                           dddmmss.s |
 PD0924| PD0926 OAK 1887                            APPROX. 2.8 KM 0253419.7 |
 PD0924| PD0938 PEMBROKE OLD ENG CH                 APPROX. 6.3 KM 0394103.4 |
 PD0924| PD0937 PEMBROKE SCHHSE BELFRY              APPROX. 6.2 KM 0401120.8 |
 PD0924| PD0934 PEMBROKE BAPTIST CH                 APPROX. 5.8 KM 0464312.9 |
 PD0924| PD0946 COGGINS HEAD FLAG                   APPROX. 6.2 KM 0785902.8 |
 PD0924| PD0776 EASTPORT UNITARIAN CH SPIRE         APPROX.18.0 KM 0951652.7 |
 PD0924| PD0944 EVERETT FLAG                        APPROX. 6.7 KM 0973531.0 |
 PD0924| PD0935 MITCHELL                            APPROX. 4.5 KM 0990032.1 |
 PD0924| PD0932 LINCOLNS LEDGE FLAG                 APPROX. 3.2 KM 1892317.4 |
 PD0924| PD0931 DENNYSVILLE SPIRE                   APPROX. 1.8 KM 2143110.9 |
 PD0924| PD1037 ALLANS PINE FLAG                    APPROX. 4.1 KM 2445112.5 |
 PD0924|---------------------------------------------------------------------|
 PD0924
 PD0924                          SUPERSEDED SURVEY CONTROL
 PD0924
 PD0924  NAD 83(1992)-  44 55 05.33672(N)    067 12 56.48219(W) AD(       ) 3
 PD0924  NAD 83(1986)-  44 55 05.33487(N)    067 12 56.48474(W) AD(       ) 3
 PD0924  NAD 27      -  44 55 05.05200(N)    067 12 58.53500(W) AD(       ) 3
 PD0924  NGVD 29 (09/20/87)   68.     (m)          223.     (f) VERT ANG       
 PD0924
 PD0924.Superseded values are not recommended for survey control.
 PD0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0924.See file dsdata.txt to determine how the superseded data were derived.
 PD0924
 PD0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK4083175407(NAD 83)
 PD0924_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PD0924_SETTING: 66 = SET IN ROCK OUTCROP
 PD0924_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 PD0924_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0924_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0924+STABILITY: POSITION/ELEVATION WELL
 PD0924
 PD0924  HISTORY     - Date     Condition        Report By
 PD0924  HISTORY     - 1913     MONUMENTED       CGS
 PD0924  HISTORY     - 1913     SEE DESCRIPTION  CGS
 PD0924  HISTORY     - 1935     SEE DESCRIPTION  MEGS
 PD0924  HISTORY     - 1985     GOOD             NOS
 PD0924
 PD0924                          STATION DESCRIPTION
 PD0924
 PD0924'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 PD0924'STATION IS ON A HILL LOCALLY KNOWN AS PAGE MOUNTAIN ABOUT A MILE
 PD0924'NE OF DENNYSVILLE AND NEAR THE CENTER OF THE PENINSULA FORMED
 PD0924'BY THE FORKS OF THE NORTH BRANCH OF COBSCOOK RIVER.  THE FORKS ARE
 PD0924'KNOWN AS DENNYS RIVER AND WILSON STREAM, AND THE EXTREMITY OF
 PD0924'THE PENINSULA IS CALLED HINCKLEY POINT.  THE STATION IS ON THE
 PD0924'NORTHERN SUMMIT OF THE HILL ON A PROMINENT BARE LEDGE AND
 PD0924'COMMANDS AN UNOBSTRUCTED VIEW IN ALL DIRECTIONS.  THE LAND IS
 PD0924'OWNED BY HARVEY F. SPRAGUE WHO KEEPS A LIVERY STABLE IN
 PD0924'DENNYSVILLE.  THE STATION IS MARKED BY A STANDARD BRONZE DISK
 PD0924'WEDGED IN A DRILL HOLE IN OUTCROPPING BEDROCK AND SURROUNDED
 PD0924'BY A TRIANGLE CHISELED IN THE ROCK.  A DRILL HOLE IS 4.425
 PD0924'METERS NW OF THE STATION WAS MADE AS A REFERENCE MARK.  THE
 PD0924'STATION IS ALSO ABOUT 200 METERS E OF THE OLD
 PD0924'DENNYSVILLE-PEMBROKE ROAD.
 PD0924
 PD0924                          STATION RECOVERY (1935)
 PD0924
 PD0924'RECOVERY NOTE BY MAINE GEODETIC SURVEY 1935
 PD0924'REFERENCE DUE N OF STATION.  STATION DISK PROTRUDES FROM
 PD0924'LEDGE.  LAND OWNED BY RALPH REYNOLDS.
 PD0924
 PD0924                          STATION RECOVERY (1985)
 PD0924
 PD0924'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1985 (WVH)
 PD0924'THE STATION WAS RECOVERED AT THIS DATE.
 PD0924'THE PROPERTY OWNER IS NOW INA F. REYNOLDS, WHO LIVES AT THE FOOT
 PD0924'OF THE HILL.  THE STATION DISK PROTRODES ABOUT ONE INCH AND IS
 PD0924'COVERED BY A ROCK CAIRN.
 PD0924'
 PD0924'HEIGHT OF LIGHT SHOWN WAS 1.3 METERS ABOVE THE MARK.
 PD0924'
 PD0924'DESCRIBED BY G.E.L.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1898 ***********************************************************************
 PE1898  DESIGNATION -  PARKER 1870
 PE1898  PID         -  PE1898
 PE1898  STATE/COUNTY-  ME/HANCOCK
 PE1898  USGS QUAD   -  SOUTHWEST HARBOR (1983)
 PE1898
 PE1898                         *CURRENT SURVEY CONTROL
 PE1898  ___________________________________________________________________
 PE1898* NAD 83(1996)-  44 21 12.83416(N)    068 19 35.90869(W)     ADJUSTED  
 PE1898* NAVD 88     -        26.     (meters)      85.     (feet)  SCALED    
 PE1898  ___________________________________________________________________
 PE1898  LAPLACE CORR-           5.29  (seconds)                    DEFLEC99
 PE1898  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 PE1898
 PE1898  HORZ ORDER  -  THIRD
 PE1898
 PE1898.The horizontal coordinates were established by classical geodetic methods
 PE1898.and adjusted by the National Geodetic Survey in March 1998..
 PE1898
 PE1898.The orthometric height was scaled from a topographic map.
 PE1898
 PE1898.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1898
 PE1898.The geoid height was determined by GEOID03.
 PE1898
 PE1898;                    North         East     Units Scale Factor Converg.
 PE1898;SPC ME E     -    76,329.939   313,820.223   MT  0.99990235   +0 07 16.3
 PE1898;UTM  19      - 4,911,364.206   553,664.340   MT  0.99963542   +0 28 14.7
 PE1898
 PE1898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1898!SPC ME E     -   0.99999974  x   0.99990235  =   0.99990209
 PE1898!UTM  19      -   0.99999974  x   0.99963542  =   0.99963516
 PE1898
 PE1898:                Primary Azimuth Mark                     Grid Az
 PE1898:SPC ME E     -  RICHARDSON 1870                          075 17 11.5
 PE1898:UTM  19      -  RICHARDSON 1870                          074 56 13.1
 PE1898
 PE1898|---------------------------------------------------------------------|
 PE1898| PID    Reference Object                     Distance      Geod. Az  |
 PE1898|                                                           dddmmss.s |
 PE1898| PE1904 RICHARDSON 1870                     APPROX. 2.0 KM 0752427.8 |
 PE1898| PE1894 SOMESVILLE CHURCH SPIRE             APPROX. 1.1 KM 3154743.1 |
 PE1898|---------------------------------------------------------------------|
 PE1898
 PE1898                          SUPERSEDED SURVEY CONTROL
 PE1898
 PE1898  NAD 83(1992)-  44 21 12.83130(N)    068 19 35.90273(W) AD(       ) 3
 PE1898  NAD 83(1986)-  44 21 12.83085(N)    068 19 35.90705(W) AD(       ) 3
 PE1898  NAD 27      -  44 21 12.55100(N)    068 19 37.85400(W) AD(       ) 3
 PE1898
 PE1898.Superseded values are not recommended for survey control.
 PE1898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1898.See file dsdata.txt to determine how the superseded data were derived.
 PE1898
 PE1898_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK5366411364(NAD 83)
 PE1898
 PE1898  HISTORY     - Date     Condition        Report By
 PE1898  HISTORY     - 1870     MONUMENTED       CGS
 PE1898  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE1898  HISTORY     - 1941     SEE DESCRIPTION  CGS
 PE1898  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE1898
 PE1898                          STATION DESCRIPTION
 PE1898
 PE1898'DESCRIBED BY COAST AND GEODETIC SURVEY 1870 (GAF)
 PE1898'ON A BARE KNOLL ON THE W SIDE OF SOMES SOUND NEAR ITS HEAD AND
 PE1898'ABOUT 3/4 MILE S BY E FROM MOUNT DESERT VILLAGE AND 3/8 MILE S
 PE1898'OF MASON POINT.  THE LAND BELONGS TO J. PARKER, WHOSE HOUSE IS
 PE1898'NW OF THE STATION.
 PE1898'
 PE1898'THE STATION IS A COPPER BOLT SET IN A HOLE IN A ROCK, ON A
 PE1898'SMALL EXPOSED PART OF THE ROCK, WHICH IS SLIGHTLY HIGHER THAN
 PE1898'THE SURROUNDING GRASS AROUND.
 PE1898
 PE1898                          STATION RECOVERY (1934)
 PE1898
 PE1898'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1898'THE STATION WAS RECOVERED AS DESCRIBED.  IT IS ON MOUNT DESERT
 PE1898'ISLAND, ON THE W SIDE OF SOMES SOUND NEAR ITS HEAD AND ABOUT
 PE1898'3/8 MILE S OF MASON POINT.
 PE1898'
 PE1898'THE STATION WAS MARKED WHEN RECOVERED, BY A COPPER BOLT SET IN
 PE1898'A HOLE IN A ROCK, AND THE BOLT WAS IN SUCH GOOD SHAPE THAT IT
 PE1898'WAS LEFT INTACT.
 PE1898'
 PE1898'TWO REFERENCE MARKS, STANDARD BRONZE DISKS WEDGED IN DRILL
 PE1898'HOLES IN OUTCROPPING BEDROCK, WERE ESTABLISHED.  REFERENCE MARK
 PE1898'NO. 1 IS N BY W OF THE STATION AND REFERENCE MARK NO. 2 IS E OF
 PE1898'THE STATION.  THERE IS A HUGE BOULDER 2 METERS S OF THE STATION.
 PE1898'
 PE1898'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY 198 AND
 PE1898'HIGHWAY 102 IN SOMESVILLE, GO S ON HIGHWAY 102, 1.3 MILES.  TURN
 PE1898'LEFT ONTO A T-ROAD AND FOLLOW THIS ROAD 0.4 MILE TO A
 PE1898'HOUSE ON THE LEFT.  WALK ESE THRU THE FIELD TO THE CORNER OF
 PE1898'THE WOODS WHERE THERE IS A TRIANGLE BLAZED ON A 14-INCH
 PE1898'PINE.  FOLLOW A DIM TRAIL 250 FEET E TO THE POINT WHERE IT
 PE1898'FORKS.  THE STATION IS ON A SMALL KNOLL ABOUT 100 FEET S OF
 PE1898'THIS FORK.
 PE1898
 PE1898                          STATION RECOVERY (1941)
 PE1898
 PE1898'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FLP)
 PE1898'STATION IS 1-1/2 MILES E OF THE TOWN OF YARMOUTH ON THE S BANK
 PE1898'OF ROYAL RIVER, ON A GRASSY POINT WHICH IS THE NORTHERLY TIP
 PE1898'OF PARKER POINT, AT THE FOOT OF A 10-FOOT BLUFF.
 PE1898'
 PE1898'STATION MARK IS A STANDARD U.S.E. DISK SET IN THE TOP OF A
 PE1898'6-INCH SQUARE CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE THE
 PE1898'SURFACE OF THE GROUND.
 PE1898
 PE1898                          STATION RECOVERY (1944)
 PE1898
 PE1898'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1898'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION AS
 PE1898'DESCRIBED BY K.G.C. IN 1934, EXCEPT REFERENCE MARK 1 IS E OF
 PE1898'THE STATION AND REFERENCE MARK 2 NNW OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2660 ***********************************************************************
 OC2660  DESIGNATION -  PARKER AZ MK
 OC2660  PID         -  OC2660
 OC2660  STATE/COUNTY-  ME/YORK
 OC2660  USGS QUAD   -  BAR MILLS (1983)
 OC2660
 OC2660                         *CURRENT SURVEY CONTROL
 OC2660  ___________________________________________________________________
 OC2660* NAD 83(1996)-  43 32 46.02851(N)    070 35 38.75665(W)     ADJUSTED  
 OC2660* NAVD 88     -        79.4    (meters)     260.     (feet)  VERTCON   
 OC2660  ___________________________________________________________________
 OC2660  LAPLACE CORR-           3.36  (seconds)                    DEFLEC99
 OC2660  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 OC2660
 OC2660  HORZ ORDER  -  SECOND
 OC2660
 OC2660.The horizontal coordinates were established by classical geodetic methods
 OC2660.and adjusted by the National Geodetic Survey in March 1998..
 OC2660
 OC2660.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2660
 OC2660.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2660
 OC2660.The geoid height was determined by GEOID03.
 OC2660
 OC2660;                    North         East     Units Scale Factor Converg.
 OC2660;SPC ME W     -    79,274.076   865,458.145   MT  0.99998134   -0 17 40.1
 OC2660;UTM  19      - 4,822,697.639   371,223.395   MT  0.99980398   -1 05 54.2
 OC2660
 OC2660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2660!SPC ME W     -   0.99999172  x   0.99998134  =   0.99997306
 OC2660!UTM  19      -   0.99999172  x   0.99980398  =   0.99979570
 OC2660
 OC2660                          SUPERSEDED SURVEY CONTROL
 OC2660
 OC2660  NAD 83(1992)-  43 32 46.02713(N)    070 35 38.75791(W) AD(       ) 2
 OC2660  NAD 83(1986)-  43 32 46.03354(N)    070 35 38.76403(W) AD(       ) 2
 OC2660  NAD 27      -  43 32 45.73957(N)    070 35 40.56716(W) AD(       ) 2
 OC2660  NGVD 29 (07/19/86)   79.6    (m)          261.     (f) VERT ANG       
 OC2660
 OC2660.Superseded values are not recommended for survey control.
 OC2660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2660.See file dsdata.txt to determine how the superseded data were derived.
 OC2660
 OC2660_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ7122322698(NAD 83)
 OC2660_MARKER: DZ = AZIMUTH MARK DISK
 OC2660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC2660_STAMPING: PARKER AZ MK 1976
 OC2660_MARK LOGO: NGS   
 OC2660_MAGNETIC: N = NO MAGNETIC MATERIAL
 OC2660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC2660+STABILITY: SURFACE MOTION
 OC2660
 OC2660  HISTORY     - Date     Condition        Report By
 OC2660  HISTORY     - 1976     MONUMENTED       NGS
 OC2660  HISTORY     - 19850901 GOOD             NGS
 OC2660
 OC2660                          STATION DESCRIPTION
 OC2660
 OC2660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (JLQ)
 OC2660'THE STATION IS ABOUT 4.8 KM (3 MI) NORTH OF GOODWIN MILLS, 4.8 KM (3
 OC2660'MI) SOUTHWEST OF UNION FALLS, 6.4 KM (4 MI) EAST SOUTHEAST OF EAST
 OC2660'WALTERBORO ON THE WEST SIDE OF STATE ROUTE 35, AND ON PROPERTY OWNED
 OC2660'BY THE MAINE DEPARTMENT OF TRANSPORTATION.
 OC2660' 
 OC2660'TO REACH THE STATION FROM THE POST OFFICE IN EAST WALTERBORO GO
 OC2660'EASTERLY ON STATE HIGHWAYS 5, 4, AND US HIGHWAY 202 FOR 2.4 KM (1.5
 OC2660'MI) TO WHERE THEY SEPARATE.  CONTINUE EASTERLY ON STATE HIGHWAY 5 FOR
 OC2660'5.6 KM (3.5 MI) TO THE JUNCTION OF STATE HIGHWAY 35 AND PARKER 2 ON
 OC2660'THE LEFT.  TURN LEFT AND GO NORTHERLY ON STATE HIGHWAY 35 FOR 0.3 KM
 OC2660'(0.2 MI) TO THE MARK ON THE LEFT.
 OC2660' 
 OC2660'THE STATION IF A STANDARD NGS AZIMUTH MARK DISK STAMPED--PARKER AZ MK
 OC2660'1976--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN
 OC2660'DIAMETER AND FLUSH WITH THE GROUND.  IT IS 139.6 FT NORTH NORTHWEST
 OC2660'FROM UTILITY POLE 117-102, 120 FT SOUTH SOUTHWEST OF UTILITY POLE
 OC2660'118-103, 24.5 FT WEST OF THE CENTERLINE OF STATE HIGHWAY 35, AND 3.7
 OC2660'FT SOUTHEAST OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2171 ***********************************************************************
 PE2171  DESIGNATION -  PARKER POINT 1864
 PE2171  PID         -  PE2171
 PE2171  STATE/COUNTY-  ME/HANCOCK
 PE2171  USGS QUAD   -  HAMPDEN (1982)
 PE2171
 PE2171                         *CURRENT SURVEY CONTROL
 PE2171  ___________________________________________________________________
 PE2171* NAD 83(1996)-  44 38 57.46644(N)    068 49 44.93623(W)     ADJUSTED  
 PE2171* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 PE2171  ___________________________________________________________________
 PE2171  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 PE2171  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 PE2171
 PE2171  HORZ ORDER  -  THIRD
 PE2171
 PE2171.The horizontal coordinates were established by classical geodetic methods
 PE2171.and adjusted by the National Geodetic Survey in March 1998..
 PE2171
 PE2171.The orthometric height was scaled from a topographic map.
 PE2171
 PE2171.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2171
 PE2171.The geoid height was determined by GEOID03.
 PE2171
 PE2171;                    North         East     Units Scale Factor Converg.
 PE2171;SPC ME E     -   109,226.989   273,892.427   MT  0.99990838   -0 13 52.7
 PE2171;UTM  19      - 4,944,007.053   513,547.567   MT  0.99960226   +0 07 12.2
 PE2171
 PE2171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2171!SPC ME E     -   1.00000380  x   0.99990838  =   0.99991218
 PE2171!UTM  19      -   1.00000380  x   0.99960226  =   0.99960606
 PE2171
 PE2171                          SUPERSEDED SURVEY CONTROL
 PE2171
 PE2171  NAD 83(1992)-  44 38 57.46233(N)    068 49 44.92513(W) AD(       ) 3
 PE2171  NAD 83(1986)-  44 38 57.46108(N)    068 49 44.92665(W) AD(       ) 3
 PE2171  NAD 27      -  44 38 57.21000(N)    068 49 46.79000(W) AD(       ) 3
 PE2171
 PE2171.Superseded values are not recommended for survey control.
 PE2171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2171.See file dsdata.txt to determine how the superseded data were derived.
 PE2171
 PE2171_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1354844007(NAD 83)
 PE2171
 PE2171  HISTORY     - Date     Condition        Report By
 PE2171  HISTORY     - 1864     MONUMENTED       CGS
 PE2171  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2171  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE2171
 PE2171                          STATION DESCRIPTION
 PE2171
 PE2171'DESCRIBED BY COAST AND GEODETIC SURVEY 1864 (SCM)
 PE2171'STATION ON POINT ABOUT W OF COBBS HILL ON THE E BANK OF
 PE2171'PENOBSCOT RIVER AND ABOUT 1 MILE FROM WINTERPORT.  AN IRON
 PE2171'CONE BELOW THE SURFACE MARKS THE CENTER.
 PE2171
 PE2171                          STATION RECOVERY (1934)
 PE2171
 PE2171'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2171'NO SURFACE INDICATION OF WHERE THE UNDERGROUND MARK IS LOCATED
 PE2171'COULD BE FOUND.  THE STATION SHOULD BE CONSIDERED AS LOST.
 PE2171
 PE2171                          STATION RECOVERY (1944)
 PE2171
 PE2171'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE2171'STATION COULD NOT BE FOUND.  THERE ARE NO REFERENCE MARKS GIVEN
 PE2171'IN THE DESCRIPTION AND THERE WAS NO EVIDENCE OF THE STATION IN
 PE2171'ITS PLOTTED POSITION.  FOR PRACTICAL PURPOSES IT SHOULD BE
 PE2171'CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2292 ***********************************************************************
 OC2292  DESIGNATION -  PARKERS HILL
 OC2292  PID         -  OC2292
 OC2292  STATE/COUNTY-  ME/YORK
 OC2292  USGS QUAD   -  KITTERY (1989)
 OC2292
 OC2292                         *CURRENT SURVEY CONTROL
 OC2292  ___________________________________________________________________
 OC2292* NAD 83(1996)-  43 06 24.99386(N)    070 43 17.17864(W)     ADJUSTED  
 OC2292* NAVD 88     -        18.     (meters)      59.     (feet)  SCALED    
 OC2292  ___________________________________________________________________
 OC2292  LAPLACE CORR-           3.32  (seconds)                    DEFLEC99
 OC2292  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 OC2292
 OC2292  HORZ ORDER  -  THIRD
 OC2292
 OC2292.The horizontal coordinates were established by classical geodetic methods
 OC2292.and adjusted by the National Geodetic Survey in March 1998..
 OC2292
 OC2292.The orthometric height was scaled from a topographic map.
 OC2292
 OC2292.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2292
 OC2292.The geoid height was determined by GEOID03.
 OC2292
 OC2292;                    North         East     Units Scale Factor Converg.
 OC2292;SPC ME W     -    30,544.242   854,843.357   MT  0.99999174   -0 22 44.8
 OC2292;SPC NH       -    67,856.070   376,938.686   MT  1.00003946   +0 38 45.5
 OC2292;SPC NH       -   222,624.46  1,236,673.01   sFT  1.00003946   +0 38 45.5
 OC2292;UTM  19      - 4,774,128.857   359,930.543   MT  0.99984136   -1 10 35.6
 OC2292
 OC2292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2292!SPC ME W     -   1.00000138  x   0.99999174  =   0.99999312
 OC2292!SPC NH       -   1.00000138  x   1.00003946  =   1.00004084
 OC2292!UTM  19      -   1.00000138  x   0.99984136  =   0.99984274
 OC2292
 OC2292:                Primary Azimuth Mark                     Grid Az
 OC2292:SPC ME W     -  TELEGRAPH HILL                           145 56 15.1
 OC2292:SPC NH       -  TELEGRAPH HILL                           144 54 44.8
 OC2292:UTM  19      -  TELEGRAPH HILL                           146 44 05.9
 OC2292
 OC2292|---------------------------------------------------------------------|
 OC2292| PID    Reference Object                     Distance      Geod. Az  |
 OC2292|                                                           dddmmss.s |
 OC2292| OC2246 TELEGRAPH HILL                      APPROX. 2.4 KM 1453330.3 |
 OC2292|---------------------------------------------------------------------|
 OC2292
 OC2292                          SUPERSEDED SURVEY CONTROL
 OC2292
 OC2292  NAD 83(1992)-  43 06 24.99281(N)    070 43 17.17864(W) AD(       ) 3
 OC2292  NAD 83(1986)-  43 06 24.99707(N)    070 43 17.18308(W) AD(       ) 3
 OC2292  NAD 27      -  43 06 24.67000(N)    070 43 19.02000(W) AD(       ) 3
 OC2292
 OC2292.Superseded values are not recommended for survey control.
 OC2292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2292.See file dsdata.txt to determine how the superseded data were derived.
 OC2292
 OC2292_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH5993174129(NAD 83)
 OC2292
 OC2292  HISTORY     - Date     Condition        Report By
 OC2292  HISTORY     - UNK      MONUMENTED
 OC2292  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OC2292
 OC2292                          STATION DESCRIPTION
 OC2292
 OC2292'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (EHK)
 OC2292'STATION WAS NOT RECOVERED.  THIS IS AN UNDESCRIBED TRIANGULATION
 OC2292'STATION.  A 1/2-HR. SEARCH IN THE AREA INDICATED BY THE
 OC2292'GEOGRAPHIC POSITION REVEALED NO TRACE OF A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0534 ***********************************************************************
 OB0534  DESIGNATION -  PARKERS IS GEN BERRYS HSE CHIM
 OB0534  PID         -  OB0534
 OB0534  STATE/COUNTY-  ME/SAGADAHOC
 OB0534  USGS QUAD   -  PHIPPSBURG (1957)
 OB0534
 OB0534                         *CURRENT SURVEY CONTROL
 OB0534  ___________________________________________________________________
 OB0534* NAD 83(1996)-  43 47 10.59933(N)    069 45 49.26506(W)     ADJUSTED  
 OB0534* NAVD 88     -                                                        
 OB0534  ___________________________________________________________________
 OB0534  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 OB0534  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 OB0534
 OB0534  HORZ ORDER  -  THIRD
 OB0534
 OB0534.The horizontal coordinates were established by classical geodetic methods
 OB0534.and adjusted by the National Geodetic Survey in March 1998..
 OB0534
 OB0534
 OB0534.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0534
 OB0534.The geoid height was determined by GEOID03.
 OB0534
 OB0534;                    North         East     Units Scale Factor Converg.
 OB0534;SPC ME W     -   105,946.345   932,436.374   MT  0.99997960   +0 16 43.9
 OB0534;UTM  19      - 4,848,418.986   438,552.818   MT  0.99964644   -0 31 42.5
 OB0534
 OB0534                          SUPERSEDED SURVEY CONTROL
 OB0534
 OB0534  NAD 83(1992)-  43 47 10.60337(N)    069 45 49.25469(W) AD(       ) 4
 OB0534  NAD 83(1986)-  43 47 10.60823(N)    069 45 49.26125(W) AD(       ) 4
 OB0534  NAD 27      -  43 47 10.46000(N)    069 45 50.88000(W) AD(       ) 3
 OB0534
 OB0534.Superseded values are not recommended for survey control.
 OB0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0534.See file dsdata.txt to determine how the superseded data were derived.
 OB0534
 OB0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3855348419(NAD 83)
 OB0534
 OB0534  HISTORY     - Date     Condition        Report By
 OB0534  HISTORY     - 1856     MONUMENTED       COASUR
 OB0534  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0534  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0534
 OB0534                          STATION DESCRIPTION
 OB0534
 OB0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0534'THIS STATION IS LOST.
 OB0534
 OB0534                          STATION RECOVERY (1942)
 OB0534
 OB0534'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OB0534'OLD FOUNDATION AND CHIMNEY SITE WAS FOUND.  IF THIS CAN BE
 OB0534'VERIFIED BY THE AIR COMPILATION OFFICE, THE STATION SHOULD BE
 OB0534'LISTED AS LOST.  NOTE--POSITION VERIFIED.  STATION SHOULD BE
 OB0534'CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0535 ***********************************************************************
 OB0535  DESIGNATION -  PARKERS IS WIDOW OLIVERS HSE
 OB0535  PID         -  OB0535
 OB0535  STATE/COUNTY-  ME/SAGADAHOC
 OB0535  USGS QUAD   -  PHIPPSBURG (1957)
 OB0535
 OB0535                         *CURRENT SURVEY CONTROL
 OB0535  ___________________________________________________________________
 OB0535* NAD 83(1996)-  43 46 41.31988(N)    069 45 43.75697(W)     ADJUSTED  
 OB0535* NAVD 88     -                                                        
 OB0535  ___________________________________________________________________
 OB0535  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 OB0535  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 OB0535
 OB0535  HORZ ORDER  -  THIRD
 OB0535
 OB0535.The horizontal coordinates were established by classical geodetic methods
 OB0535.and adjusted by the National Geodetic Survey in March 1998..
 OB0535
 OB0535
 OB0535.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0535
 OB0535.The geoid height was determined by GEOID03.
 OB0535
 OB0535;                    North         East     Units Scale Factor Converg.
 OB0535;SPC ME W     -   105,043.313   932,563.941   MT  0.99997970   +0 16 47.5
 OB0535;UTM  19      - 4,847,514.548   438,667.611   MT  0.99964627   -0 31 38.4
 OB0535
 OB0535                          SUPERSEDED SURVEY CONTROL
 OB0535
 OB0535  NAD 83(1992)-  43 46 41.31756(N)    069 45 43.75483(W) AD(       ) 4
 OB0535  NAD 83(1986)-  43 46 41.32315(N)    069 45 43.76052(W) AD(       ) 4
 OB0535  NAD 27      -  43 46 41.03000(N)    069 45 45.60000(W) AD(       ) 3
 OB0535
 OB0535.Superseded values are not recommended for survey control.
 OB0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0535.See file dsdata.txt to determine how the superseded data were derived.
 OB0535
 OB0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3866847515(NAD 83)
 OB0535
 OB0535  HISTORY     - Date     Condition        Report By
 OB0535  HISTORY     - 1856     MONUMENTED       COASUR
 OB0535  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0535  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0535
 OB0535                          STATION DESCRIPTION
 OB0535
 OB0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0535'THIS STATION IS LOST.
 OB0535
 OB0535                          STATION RECOVERY (1942)
 OB0535
 OB0535'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (HOF)
 OB0535'COMPLETE NEW DESCRIPTION--
 OB0535'
 OB0535'STATION IS IN THE SHAPE OF AN L, AND HAS THREE CHIMNEYS.  IT
 OB0535'IS LOCATED ABOUT 250 METERS E OF THE HIGHWAY LEADING DOWN TO
 OB0535'BAY POINT, AND ABOUT 1.5 MILES N OF BAY POINT SUMMER POST OFFICE,
 OB0535'ON OPPOSITE SIDE OF HIGHWAY FROM GRAVEL PIT.  NO DEFINITE PART
 OB0535'OF THE HOUSE WAS DESCRIBED AS THE MARK, BUT IT MAY BE OF USE IN
 OB0535'AIR COMPILATION DATA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0537 ***********************************************************************
 OB0537  DESIGNATION -  PARKERS ISLAND NEW HOUSE CHIM
 OB0537  PID         -  OB0537
 OB0537  STATE/COUNTY-  ME/SAGADAHOC
 OB0537  USGS QUAD   -  PHIPPSBURG (1957)
 OB0537
 OB0537                         *CURRENT SURVEY CONTROL
 OB0537  ___________________________________________________________________
 OB0537* NAD 83(1996)-  43 46 00.91872(N)    069 46 20.12569(W)     ADJUSTED  
 OB0537* NAVD 88     -                                                        
 OB0537  ___________________________________________________________________
 OB0537  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 OB0537  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 OB0537
 OB0537  HORZ ORDER  -  THIRD
 OB0537
 OB0537.The horizontal coordinates were established by classical geodetic methods
 OB0537.and adjusted by the National Geodetic Survey in March 1998..
 OB0537
 OB0537
 OB0537.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0537
 OB0537.The geoid height was determined by GEOID03.
 OB0537
 OB0537;                    North         East     Units Scale Factor Converg.
 OB0537;SPC ME W     -   103,792.518   931,756.616   MT  0.99997907   +0 16 22.2
 OB0537;UTM  19      - 4,846,275.662   437,843.021   MT  0.99964752   -0 32 03.1
 OB0537
 OB0537                          SUPERSEDED SURVEY CONTROL
 OB0537
 OB0537  NAD 83(1992)-  43 46 00.91628(N)    069 46 20.12375(W) AD(       ) 4
 OB0537  NAD 83(1986)-  43 46 00.92191(N)    069 46 20.12934(W) AD(       ) 4
 OB0537  NAD 27      -  43 46 00.63000(N)    069 46 21.99000(W) AD(       ) 3
 OB0537
 OB0537.Superseded values are not recommended for survey control.
 OB0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0537.See file dsdata.txt to determine how the superseded data were derived.
 OB0537
 OB0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3784346276(NAD 83)
 OB0537
 OB0537  HISTORY     - Date     Condition        Report By
 OB0537  HISTORY     - 1856     MONUMENTED       COASUR
 OB0537  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0537  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0537  HISTORY     - 20020914 MARK NOT FOUND   USPSQD
 OB0537
 OB0537                          STATION DESCRIPTION
 OB0537
 OB0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0537'THIS STATION IS LOST.
 OB0537
 OB0537                          STATION RECOVERY (1942)
 OB0537
 OB0537'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (HOF)
 OB0537'COMPLETE NEW DESCRIPTION--
 OB0537'
 OB0537'THIS IS THE FIRST HOUSE JUST E OF THE HIGHWAY LEADING DOWN
 OB0537'TO BAY POINT, AFTER MAKING A VERY PROMINENT TURN TO THE S,
 OB0537'ABOUT TWO THIRDS OF A MILE N OF BAY POINT SUMMER POST OFFICE.  THE
 OB0537'HOUSE IS BUILT IN A T AND HAS TWO CHIMNEYS ON IT AND IS JUST E
 OB0537'OF A BARN.
 OB0537'
 OB0537'EAST CHIMNEY HAS BEEN CONFIRMED BY THE COMPILATION OFFICE.
 OB0537
 OB0537                          STATION RECOVERY (2002)
 OB0537
 OB0537'RECOVERY NOTE BY US POWER SQUADRON 2002 (RHS)
 OB0537'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0443 ***********************************************************************
 OB0443  DESIGNATION -  PARKERS ISLAND RESET
 OB0443  PID         -  OB0443
 OB0443  STATE/COUNTY-  ME/SAGADAHOC
 OB0443  USGS QUAD   -  BOOTHBAY HARBOR (1997)
 OB0443
 OB0443                         *CURRENT SURVEY CONTROL
 OB0443  ___________________________________________________________________
 OB0443* NAD 83(1996)-  43 49 22.67657(N)    069 44 00.48652(W)     ADJUSTED  
 OB0443* NAVD 88     -        62.     (meters)     203.     (feet)  SCALED    
 OB0443  ___________________________________________________________________
 OB0443  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 OB0443  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 OB0443
 OB0443  HORZ ORDER  -  SECOND
 OB0443
 OB0443.The horizontal coordinates were established by classical geodetic methods
 OB0443.and adjusted by the National Geodetic Survey in March 1998..
 OB0443
 OB0443.The orthometric height was scaled from a topographic map.
 OB0443
 OB0443.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0443
 OB0443.The geoid height was determined by GEOID03.
 OB0443
 OB0443;                    North         East     Units Scale Factor Converg.
 OB0443;SPC ME W     -   110,034.854   934,847.176   MT  0.99998160   +0 17 59.9
 OB0443;UTM  19      - 4,852,471.748   441,020.177   MT  0.99964278   -0 30 28.4
 OB0443
 OB0443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0443!SPC ME W     -   0.99999433  x   0.99998160  =   0.99997593
 OB0443!UTM  19      -   0.99999433  x   0.99964278  =   0.99963711
 OB0443
 OB0443:                Primary Azimuth Mark                     Grid Az
 OB0443:SPC ME W     -  WISCASSET WHITE SPIRE                    014 18 34.1
 OB0443:UTM  19      -  WISCASSET WHITE SPIRE                    015 07 02.4
 OB0443
 OB0443|---------------------------------------------------------------------|
 OB0443| PID    Reference Object                     Distance      Geod. Az  |
 OB0443|                                                           dddmmss.s |
 OB0443| PE2416 WISCASSET WHITE SPIRE               APPROX.20.8 KM 0143634.0 |
 OB0443| PE2418 WISCASSET BROWN SPIRE               APPROX.20.9 KM 0144530.5 |
 OB0443| OB0432 BOOTHBAY HBR CONG WHITE SPIRE       APPROX. 9.5 KM 0664100.7 |
 OB0443| OB0428 BOOTHBAY HARBOR STANDPIPE           APPROX. 9.7 KM 0702205.6 |
 OB0443| OB0436 SOUTHPORT IS N END STANDPIPE        APPROX. 6.3 KM 0800412.1 |
 OB0443| OB0445 HENDRICKS HEAD LIGHT                APPROX. 3.5 KM 0902940.9 |
 OB0443| OB0416 WHITE ISLAND                        APPROX.13.4 KM 1070243.8 |
 OB0443| CE8361 PARKERS ISLAND RM 1                  11.822 METERS 11456     |
 OB0443| OB0435 CAPE NEWAGEN WATER TANK             APPROX. 7.1 KM 1225206.0 |
 OB0443| OB0425 DAMISCOVE RESET                     APPROX.12.3 KM 1275628.7 |
 OB0443| CE8362 PARKERS ISLAND RM 2                  11.910 METERS 18743     |
 OB0443| OB0535 PARKERS IS WIDOW OLIVERS HSE        APPROX. 5.5 KM 2045248.7 |
 OB0443| OB0516 NEGUASSET 1856                      APPROX.15.5 KM 3534115.2 |
 OB0443|---------------------------------------------------------------------|
 OB0443
 OB0443                          SUPERSEDED SURVEY CONTROL
 OB0443
 OB0443  NAD 83(1992)-  43 49 22.67471(N)    069 44 00.48398(W) AD(       ) 2
 OB0443  NAD 83(1986)-  43 49 22.68024(N)    069 44 00.48958(W) AD(       ) 2
 OB0443  NAD 27      -  43 49 22.38300(N)    069 44 02.31900(W) AD(       ) 2
 OB0443
 OB0443.Superseded values are not recommended for survey control.
 OB0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0443.See file dsdata.txt to determine how the superseded data were derived.
 OB0443
 OB0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ4102052472(NAD 83)
 OB0443
 OB0443  HISTORY     - Date     Condition        Report By
 OB0443  HISTORY     - 1934     MONUMENTED       CGS
 OB0443  HISTORY     - 1859     SEE DESCRIPTION  CGS
 OB0443  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0443  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0443  HISTORY     - 20020912 MARK NOT FOUND   USPSQD
 OB0443
 OB0443                          STATION DESCRIPTION
 OB0443
 OB0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1859
 OB0443'ON A HILL IN THE EASTERN PART OF PARKERS ISLAND (NOW GEORGETOWN
 OB0443'ISLAND) BETWEEN HOODS COVE AND THE HEAD OF HERMAN HARBOR.  THE
 OB0443'STATION FALLING IN A CREVICE BETWEEN TWO LARGE ROCKS, FOUR HOLES
 OB0443'WERE DRILLED, TWO IN EACH ROCK, AND THE INTERSECTION OF THE LINES
 OB0443'CONNECTING ALTERNATE HOLES MARKED THE STATION.  SUBSEQUENTLY, AS
 OB0443'IT WAS THOUGHT THE NORTHERN ROCK MIGHT CHANGE ITS POSITION, TWO
 OB0443'ADDITIONAL HOLES WERE DRILLED IN THE SOUTHERN ROCK, SO THAT THE
 OB0443'ORIGINAL INTERSECTION POINTS MIGHT THUS BE PRESERVED EVEN IF
 OB0443'THE NORTHERN ROCK SHOULD SHIFT ITS POSITION.  THE STATION WAS
 OB0443'RECOVERED IN 1859 AND FOUND STILL INTACT.
 OB0443
 OB0443                          STATION RECOVERY (1934)
 OB0443
 OB0443'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0443'THE STATION IS IN GEORGETOWN TOWNSHIP, ON WHAT IS NOW KNOWN AS
 OB0443'GEORGETOWN ISLAND, ON A HIGH HILL BETWEEN ROBINHOOD COVE AND THE
 OB0443'N END OF HERMAN HARBOR AND ABOUT 1-1/4 MILES W OF THE TOWN OF
 OB0443'FIVE ISLANDS.  THE DRILL HOLE WHICH PREVIOUSLY MARKED THE STATION
 OB0443'FELL IN THE CREVICE BETWEEN THE MAIN LEDGE AND A LARGE BOULDER.
 OB0443'
 OB0443'THE STATION WAS RE-MARKED WITH A STANDARD BRONZE DISK WEDGED IN
 OB0443'A DRILL HOLE IN OUTCROPPING BEDROCK AND IT WAS NECESSARY TO SET
 OB0443'THE DISK IN THE SLOPING EDGE OF THE MAIN LEDGE WHICH MADE THE
 OB0443'DISK SLOPE AT AN ANGLE OF ABOUT 45 DEG.  DURING THIS SUMMER (1934)
 OB0443'A LARGE AREA OF THE ISLAND WAS BURNED AND THE STATION IS NEAR THE
 OB0443'SOUTHERN EXTREMITY OF THE BURNED AREA AND JUST E OF THE POINT
 OB0443'WHERE THE HILL BEGINS TO SLOPE RAPIDLY TO THE W TOWARD ROBINHOOD
 OB0443'COVE.
 OB0443'
 OB0443'TWO REFERENCE MARKS, STANDARD BRONZE DISKS WEDGED IN DRILL HOLES
 OB0443'IN OUTCROPPING BEDROCK, WERE ESTABLISHED.  REFERENCE MARK
 OB0443'NO. 1 IS E OF THE STATION TOWARD THE ROAD LEADING TO STATION AND
 OB0443'REFERENCE MARK NO. 2 IS DUE S ON THE SAME LEDGE AS THE STATION.
 OB0443'
 OB0443'TO REACH FROM THE POST OFFICE IN GEORGETOWN, GO E OF RT. 127, 1
 OB0443'MILE TO TELEPHONE POLE NO. 3/425.  AT THIS POINT TURN LEFT (N)
 OB0443'ON ROUGH WAGON ROAD AND FOLLOW ABOUT 1 MILE TO WHERE THE ROAD
 OB0443'COMES OUT ON TOP OF A BARE LEDGE, ON TOP OF THE HILL.  FROM HERE
 OB0443'WALK NW ABOUT 250 YARDS TO HIGHEST POINT AND STATION.
 OB0443
 OB0443                          STATION RECOVERY (1942)
 OB0443
 OB0443'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (HOF)
 OB0443'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.  THE LAST
 OB0443'SENTENCE OF THE LAST PARAGRAPH SHOULD READ--
 OB0443'
 OB0443'FROM HERE DO NOT WALK N ON TOP ALONG THE BARE LEDGE, BUT TURN
 OB0443'TO YOUR LEFT AND CROSS A SMALL BROOK BED, AND THEN WALK NW ABOUT
 OB0443'250 YARDS TO THE HIGHEST POINT AND STATION.
 OB0443
 OB0443                          STATION RECOVERY (2002)
 OB0443
 OB0443'RECOVERY NOTE BY US POWER SQUADRON 2002 (RHS)
 OB0443'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1494 ***********************************************************************
 OC1494  DESIGNATION -  PARKERS PT
 OC1494  PID         -  OC1494
 OC1494  STATE/COUNTY-  ME/CUMBERLAND
 OC1494  USGS QUAD   -  YARMOUTH (1975)
 OC1494
 OC1494                         *CURRENT SURVEY CONTROL
 OC1494  ___________________________________________________________________
 OC1494* NAD 83(1996)-  43 47 21.10290(N)    070 08 36.00981(W)     ADJUSTED  
 OC1494* NAVD 88     -                                                        
 OC1494  ___________________________________________________________________
 OC1494  LAPLACE CORR-           3.40  (seconds)                    DEFLEC99
 OC1494  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 OC1494
 OC1494  HORZ ORDER  -  THIRD
 OC1494
 OC1494.The horizontal coordinates were established by classical geodetic methods
 OC1494.and adjusted by the National Geodetic Survey in March 1998..
 OC1494
 OC1494
 OC1494.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1494
 OC1494.The geoid height was determined by GEOID03.
 OC1494
 OC1494;                    North         East     Units Scale Factor Converg.
 OC1494;SPC ME W     -   106,191.841   901,877.809   MT  0.99996671   +0 00 58.1
 OC1494;UTM  19      - 4,849,094.844   408,009.848   MT  0.99970408   -0 47 28.5
 OC1494
 OC1494                          SUPERSEDED SURVEY CONTROL
 OC1494
 OC1494  NAD 83(1992)-  43 47 21.10128(N)    070 08 36.01034(W) AD(       ) 4
 OC1494  NAD 83(1986)-  43 47 21.10720(N)    070 08 36.01626(W) AD(       ) 4
 OC1494  NAD 27      -  43 47 20.82000(N)    070 08 37.78000(W) AD(       ) 3
 OC1494
 OC1494.Superseded values are not recommended for survey control.
 OC1494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1494.See file dsdata.txt to determine how the superseded data were derived.
 OC1494
 OC1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0801049095(NAD 83)
 OC1494
 OC1494  HISTORY     - Date     Condition        Report By
 OC1494  HISTORY     - UNK      MONUMENTED
 OC1494  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1494
 OC1494                          STATION DESCRIPTION
 OC1494
 OC1494'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1494'STATION LOST.  NO SIGN OF MARKING WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2247 ***********************************************************************
 OC2247  DESIGNATION -  PARKFIELD HOTEL CUPOLA
 OC2247  PID         -  OC2247
 OC2247  STATE/COUNTY-  ME/YORK
 OC2247  USGS QUAD   -  KITTERY (1989)
 OC2247
 OC2247                         *CURRENT SURVEY CONTROL
 OC2247  ___________________________________________________________________
 OC2247* NAD 83(1996)-  43 04 58.25039(N)    070 42 15.64387(W)     ADJUSTED  
 OC2247* NAVD 88     -                                                        
 OC2247  ___________________________________________________________________
 OC2247  LAPLACE CORR-           2.78  (seconds)                    DEFLEC99
 OC2247  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 OC2247
 OC2247  HORZ ORDER  -  THIRD
 OC2247
 OC2247.The horizontal coordinates were established by classical geodetic methods
 OC2247.and adjusted by the National Geodetic Survey in March 1998..
 OC2247
 OC2247
 OC2247.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2247
 OC2247.The geoid height was determined by GEOID03.
 OC2247
 OC2247;                    North         East     Units Scale Factor Converg.
 OC2247;SPC ME W     -    27,858.389   856,217.512   MT  0.99999024   -0 22 02.2
 OC2247;UTM  19      - 4,771,424.555   361,266.989   MT  0.99983677   -1 09 51.6
 OC2247
 OC2247                          SUPERSEDED SURVEY CONTROL
 OC2247
 OC2247  NAD 83(1992)-  43 04 58.24942(N)    070 42 15.64402(W) AD(       ) 4
 OC2247  NAD 83(1986)-  43 04 58.25294(N)    070 42 15.64807(W) AD(       ) 4
 OC2247  NAD 27      -  43 04 57.90000(N)    070 42 17.46000(W) AD(       ) 3
 OC2247
 OC2247.Superseded values are not recommended for survey control.
 OC2247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2247.See file dsdata.txt to determine how the superseded data were derived.
 OC2247
 OC2247_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH6126771425(NAD 83)
 OC2247
 OC2247  HISTORY     - Date     Condition        Report By
 OC2247  HISTORY     - UNK      MONUMENTED
 OC2247  HISTORY     - 1928     SEE DESCRIPTION  CGS
 OC2247  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OC2247  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OC2247
 OC2247                          STATION DESCRIPTION
 OC2247
 OC2247'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (GCM)
 OC2247'THE PRESENT PARKFIELD HOTEL WAS BUILT IN 1885.  IT
 OC2247'HAS A SQUARE CUPOLA WITH A SHORT FLAGSTAFF IN ITS
 OC2247'CENTER.  HOTEL IS A WOODEN STRUCTURE PAINTED YELLOW
 OC2247'AND IS SITUATED IN THE CENTER OF KITTERY POINT OR
 OC2247'PEPPERELL COVE NEAR THE POST OFFICE.
 OC2247
 OC2247                          STATION RECOVERY (1943)
 OC2247
 OC2247'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 OC2247'STATION NOT RECOVERED.  LOCAL MAN SAYS HOTEL BURNED
 OC2247'ABOUT SEVEN YEARS AGO.
 OC2247'
 OC2247'IT IS RECOMMENDED THAT THIS STATION BE CLASSIFIED AS DESTROYED.
 OC2247
 OC2247                          STATION RECOVERY (1953)
 OC2247
 OC2247'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EHK)
 OC2247'THE STATION WAS FOUND TO HAVE BEEN DESTROYED BY FIRE
 OC2247'AS REPORTED BY F.L.G. IN 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0111 ***********************************************************************
 QH0111  DESIGNATION -  PARLIN
 QH0111  PID         -  QH0111
 QH0111  STATE/COUNTY-  ME/SOMERSET
 QH0111  USGS QUAD   -  LONG POND (1989)
 QH0111
 QH0111                         *CURRENT SURVEY CONTROL
 QH0111  ___________________________________________________________________
 QH0111* NAD 83(1996)-  45 36 15.46386(N)    070 01 27.96898(W)     ADJUSTED  
 QH0111* NAVD 88     -       423.3    (meters)    1389.     (feet)  VERTCON   
 QH0111  ___________________________________________________________________
 QH0111  LAPLACE CORR-           3.91  (seconds)                    DEFLEC99
 QH0111  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 QH0111
 QH0111  HORZ ORDER  -  THIRD
 QH0111
 QH0111.The horizontal coordinates were established by classical geodetic methods
 QH0111.and adjusted by the National Geodetic Survey in March 1998..
 QH0111
 QH0111.The NAVD 88 height was computed by applying the VERTCON shift value to
 QH0111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QH0111
 QH0111.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0111
 QH0111.The geoid height was determined by GEOID03.
 QH0111
 QH0111;                    North         East     Units Scale Factor Converg.
 QH0111;SPC ME W     -   307,899.259   911,095.575   MT  0.99996818   +0 06 05.9
 QH0111;SPC ME E     -   216,427.282   181,085.387   MT  1.00007380   -1 05 21.7
 QH0111;UTM  19      - 5,050,593.872   420,112.088   MT  0.99967846   -0 43 55.3
 QH0111
 QH0111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0111!SPC ME W     -   0.99993757  x   0.99996818  =   0.99990575
 QH0111!SPC ME E     -   0.99993757  x   1.00007380  =   1.00001136
 QH0111!UTM  19      -   0.99993757  x   0.99967846  =   0.99961605
 QH0111
 QH0111|---------------------------------------------------------------------|
 QH0111| PID    Reference Object                     Distance      Geod. Az  |
 QH0111|                                                           dddmmss.s |
 QH0111| DA5251 PARLIN RM 1                          22.740 METERS 05605     |
 QH0111| DA5250 PARLIN AZ MK                                       2684730.6 |
 QH0111| DA5252 PARLIN RM 2                          20.512 METERS 30612     |
 QH0111|---------------------------------------------------------------------|
 QH0111
 QH0111                          SUPERSEDED SURVEY CONTROL
 QH0111
 QH0111  NAD 83(1992)-  45 36 15.46359(N)    070 01 27.96284(W) AD(       ) 3
 QH0111  NAD 83(1986)-  45 36 15.46508(N)    070 01 27.97477(W) AD(       ) 3
 QH0111  NAD 27      -  45 36 15.30100(N)    070 01 29.75500(W) AD(       ) 3
 QH0111  NGVD 29 (07/19/86)  423.5    (m)         1389.     (f) VERT ANG       
 QH0111
 QH0111.Superseded values are not recommended for survey control.
 QH0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0111.See file dsdata.txt to determine how the superseded data were derived.
 QH0111
 QH0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL2011250594(NAD 83)
 QH0111_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QH0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0111
 QH0111  HISTORY     - Date     Condition        Report By
 QH0111  HISTORY     - 1955     MONUMENTED       CGS
 QH0111
 QH0111                          STATION DESCRIPTION
 QH0111
 QH0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WHR)
 QH0111'THE STATION IS LOCATED ON THE SOUTH SIDE OF STATE HIGHWAY 15
 QH0111'ABOUT 8 MILES AIRLINE WEST OF THE RAILROAD SIDING AT TARRATINE, 11
 QH0111'MILES AIRLINE EAST OF JACKMAN, AND 14 MILES AIRLINE WEST-SOUTHWEST
 QH0111'OF ROCKWOOD.
 QH0111'
 QH0111'TO REACH THE STATION FROM THE POST OFFICE IN ROCKWOOD GO WEST
 QH0111'ON STATE HIGHWAY 15 FOR 8.0 MILES TO A RAILROAD TRACK AND
 QH0111'SIDING AT TARRATINE.  CROSS OVER THE TRACK AND CONTINUE
 QH0111'SOUTHWEST 2.8 MILES TO A SMALL BRIDGE.  CROSS OVER THE BRIDGE
 QH0111'AND CONTINUE WEST 7.5 MILES TO THE TOP OF A GRADE AND THE
 QH0111'STATION ON THE LEFT.
 QH0111'
 QH0111'THE STATION MARK IS A STANDARD DISK STAMPED PARLIN 1955 SET
 QH0111'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 2
 QH0111'INCHES ABOVE THE GROUND.  IT IS 26 FEET SOUTH OF THE CENTERLINE
 QH0111'OF THE HIGHWAY AND 13 FEET SOUTHEAST OF A WITNESS POST.
 QH0111'
 QH0111'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED PARLIN NO 1
 QH0111'1955 CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER THAT
 QH0111'PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 18 FEET NORTH OF THE
 QH0111'CENTERLINE OF THE HIGHWAY AND 3 FEET LOWER THAN THE STATION.
 QH0111'
 QH0111'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED PARLIN
 QH0111'NO 2 1955 CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER THAT
 QH0111'PROJECTS 14 INCHES ABOVE THE GROUND.  IT IS 16 FEET NORTH OF
 QH0111'THE CENTERLINE OF THE HIGHWAY AND 3 FEET LOWER THAN THE STATION.
 QH0111'
 QH0111'THE AZIMUTH MARK IS LOCATED ON THE NORTH SIDE OF STATE
 QH0111'HIGHWAY 15 AND IS A STANDARD DISK STAMPED PARLIN 1955 CEMENTED
 QH0111'IN A DRILL HOLE IN THE TOP OF A LARGE BOULDER THAT PROJECTS 3
 QH0111'FEET ABOVE THE GROUND.  IT IS 12 FEET NORTH OF THE CENTERLINE
 QH0111'OF THE HIGHWAY AND 10 FEET EAST OF A TRIANGULAR-BLAZED 6-INCH
 QH0111'TREE.
 QH0111'
 QH0111'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON THE
 QH0111'HIGHWAY 0.6 MILE TO A TRIANGULAR-BLAZED TREE AND THE AZIMUTH
 QH0111'MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2712 ***********************************************************************
 OC2712  CBN         -  This is a Cooperative Base Network Control Station.
 OC2712  DESIGNATION -  PARSON
 OC2712  PID         -  OC2712
 OC2712  STATE/COUNTY-  ME/YORK
 OC2712  USGS QUAD   -  LIMERICK (1983)
 OC2712
 OC2712                         *CURRENT SURVEY CONTROL
 OC2712  ___________________________________________________________________
 OC2712* NAD 83(1996)-  43 43 54.41842(N)    070 50 28.31783(W)     ADJUSTED  
 OC2712* NAVD 88     -       190.8    (meters)     626.     (feet)  GPS OBS   
 OC2712  ___________________________________________________________________
 OC2712  X           -   1,514,994.304 (meters)                     COMP
 OC2712  Y           -  -4,360,564.435 (meters)                     COMP
 OC2712  Z           -   4,386,719.041 (meters)                     COMP
 OC2712  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 OC2712  ELLIP HEIGHT-         163.77  (meters)          (04/26/01) GPS OBS
 OC2712  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 OC2712
 OC2712  HORZ ORDER  -  A
 OC2712  ELLP ORDER  -  FOURTH    CLASS I
 OC2712
 OC2712.The horizontal coordinates were established by GPS observations
 OC2712.and adjusted by the National Geodetic Survey in April 2001..
 OC2712
 OC2712.The orthometric height was determined by GPS observations and a
 OC2712.high-resolution geoid model.
 OC2712
 OC2712.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OC2712
 OC2712.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2712
 OC2712.The ellipsoidal height was determined by GPS observations
 OC2712.and is referenced to NAD 83.
 OC2712
 OC2712.The geoid height was determined by GEOID03.
 OC2712
 OC2712;                    North         East     Units Scale Factor Converg.
 OC2712;SPC ME W     -   100,033.979   845,656.924   MT  1.00000298   -0 27 58.7
 OC2712;UTM  19      - 4,843,730.537   351,718.930   MT  0.99987045   -1 16 22.9
 OC2712
 OC2712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2712!SPC ME W     -   0.99997432  x   1.00000298  =   0.99997730
 OC2712!UTM  19      -   0.99997432  x   0.99987045  =   0.99984477
 OC2712
 OC2712:                Primary Azimuth Mark                     Grid Az
 OC2712:SPC ME W     -  SAWYER                                   079 01 29.5
 OC2712:UTM  19      -  SAWYER                                   079 49 53.7
 OC2712
 OC2712|---------------------------------------------------------------------|
 OC2712| PID    Reference Object                     Distance      Geod. Az  |
 OC2712|                                                           dddmmss.s |
 OC2712| OC2705 SAWYER                              APPROX. 7.2 KM 0783330.8 |
 OC2712| OC2710 PARSON AZ MK                        296.204 METERS 12346     |
 OC2712| OC2711 PARSON RM 1                          12.337 METERS 13913     |
 OC2712| CE8363 PARSON RM 2                          15.103 METERS 31003     |
 OC2712|---------------------------------------------------------------------|
 OC2712
 OC2712                          SUPERSEDED SURVEY CONTROL
 OC2712
 OC2712  NAD 83(1996)-  43 43 54.41922(N)    070 50 28.31684(W) AD(       ) 2
 OC2712  NAD 83(1992)-  43 43 54.41831(N)    070 50 28.31848(W) AD(       ) 2
 OC2712  NAD 83(1986)-  43 43 54.42599(N)    070 50 28.32388(W) AD(       ) 2
 OC2712  NAD 27      -  43 43 54.15123(N)    070 50 30.09636(W) AD(       ) 2
 OC2712  NGVD 29 (07/19/86)  191.1    (m)          627.     (f) VERT ANG       
 OC2712
 OC2712.Superseded values are not recommended for survey control.
 OC2712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2712.See file dsdata.txt to determine how the superseded data were derived.
 OC2712
 OC2712_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ5171943731(NAD 83)
 OC2712_MARKER: DH = HORIZONTAL CONTROL DISK
 OC2712_SETTING: 80 = SET IN A BOULDER
 OC2712_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 OC2712_STAMPING: PARSON 1976
 OC2712_MARK LOGO: NGS   
 OC2712_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OC2712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC2712+STABILITY: SURFACE MOTION
 OC2712_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OC2712+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2005
 OC2712
 OC2712  HISTORY     - Date     Condition        Report By
 OC2712  HISTORY     - 1976     MONUMENTED       NGS
 OC2712  HISTORY     - 20000724 GOOD             MEDT
 OC2712  HISTORY     - 200107   GOOD             NGS
 OC2712  HISTORY     - 20050610 GOOD             GEOCAC
 OC2712
 OC2712                          STATION DESCRIPTION
 OC2712
 OC2712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2712'THE STATION IS LOCATED ABOUT 0.25 MILE SOUTHEAST OF EAST
 OC2712'PARSONSFIELD, 5.5 MILES SOUTH-SOUTHWEST OF CORNISH AND 4.0
 OC2712'MILES NORTHWEST OF LIMERICK, WITHIN THE HIGHWAY RIGHT-OF
 OC2712'WAY.
 OC2712'
 OC2712'TO REACH THE STATION FROM THE POST OFFICE IN EAST PARSONSFIELD,
 OC2712'GO SOUTHEAST ON STATE ROUTE 160 FOR 0.25 MILE TO THE CORNISH-
 OC2712'PARSONSFIELD TOWN LINE AND THE STATION ON THE RIGHT 200 FEET
 OC2712'BEYOND.
 OC2712'
 OC2712'THE STATION MARK, STAMPED---PARSON 1976---, IS A STANDARD
 OC2712'DISK CEMENTED IN A DRILL HOLE IN AN IMBEDDED BOULDER WHICH
 OC2712'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE. IT IS 45.0 FEET
 OC2712'WEST-SOUTHWEST OF THE CENTERLINE OF ROUTE 160, AND 15.5 FEET
 OC2712'WEST-SOUTHWEST OF A METAL WITNESS POST.
 OC2712'
 OC2712'REFERENCE MARK 1, STAMPED---PARSON NO 1 1976---, IS A STANDARD
 OC2712'DISK CEMENTED IN A DRILL HOLE IN AN IMBEDDED BOULDER WHICH
 OC2712'PROJECTS ABOUT 2 INCHES ABOVE THE GROUND SURFACE. IT IS
 OC2712'55.0 FEET WEST-SOUTHWEST OF THE CENTERLINE OF ROUTE 160, 47.0
 OC2712'FEET SOUTH OF A METAL WITNESS POST AND 86.0 FEET WEST-NORTHWEST
 OC2712'OF A POLE NUMBERED 129/4.
 OC2712'
 OC2712'REFERENCE MARK 2, STAMPED---PARSON NO 2 1976---, IS A
 OC2712'STANDARD DISK CEMENTED IN A DRILL HOLE IN AN IMBEDDED
 OC2712'BOULDER WHICH IS FLUSH WITH THE GROUND SURFACE. IT IS 40.0
 OC2712'FEET WEST-SOUTHWEST OF THE CENTERLINE OF ROUTE 160, 50.0
 OC2712'FEET NORTHWEST A METAL WITNESS POST AND 45.0 FEET SOUTH
 OC2712'OF A POLE NUMBERED 130/5.
 OC2712'
 OC2712'THE AZIMUTH MARK, STAMPED---PARSON AZ MK 1976---, IS A
 OC2712'STANDARD REFERENCE MARK DISK CEMENTED IN A DRILL HOLE
 OC2712'IN THE LOWEST PART OF A LARGE BOULDER ABOUT 6 INCHES
 OC2712'ABOVE THE GROUND SURFACE. IT IS 4.5 FEET EAST-NORTHEAST OF
 OC2712'A METAL WITNESS POST, 31.0 FEET WEST-SOUTHWEST OF THE
 OC2712'TREE LINE OF THE APPLE ORCHARD, 29.0 FEET EAST-NORTHEAST
 OC2712'OF THE CENTERLINE OF ROUTE 160 AND 65.5 FEET NORTH-NORTHEAST
 OC2712'OF A POLE NUMBERED 91/1/126.
 OC2712'
 OC2712'TO REACH THE AZIMUTH FROM THE STATION, GO SOUTH-SOUTHEAST
 OC2712'ON ROUTE 160 FOR 0.30 MILE TO THE AZIMUTH MARK ON THE LEFT
 OC2712'IN A LARGE BOULDER IN FRONT OF AN APPLE ORCHARD.
 OC2712'
 OC2712'THE HEIGHT OF THE LIGHT ABOVE THE STATION WAS 1.2 METERS.
 OC2712'
 OC2712'DESCRIBED BY PHILIP H. PARENT JR.
 OC2712
 OC2712                          STATION RECOVERY (2000)
 OC2712
 OC2712'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 2000 (TL)
 OC2712'RECOVERED AS DESCRIBED EXCEPT MILEAGE FROM POST OFFICE IS NOW 0.13 MI
 OC2712'(0.21 KM).
 OC2712
 OC2712                          STATION RECOVERY (2001)
 OC2712
 OC2712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RTN)
 OC2712'RECOVERED AS DESCRIBED
 OC2712'
 OC2712
 OC2712                          STATION RECOVERY (2005)
 OC2712
 OC2712'RECOVERY NOTE BY GEOCACHING 2005 (JKS)
 OC2712'THIS STATION WILL NOT BE HERE MUCH LONGER. HEAVY GRADING AND MANY
 OC2712'FLAGGED STAKES IN THE AREA INDICATE THAT TRACT HOUSING OR A TRAILER
 OC2712'PARK IS ABOUT TO HAPPEN AT THIS LOCATION.
 OC2712' 
 OC2712'THE MAIN MARK, PARSON, WAS RECOVERED AT THE DESCRIBED LOCATION WITH
 OC2712'HEAVY, DEEP, SCRATCHES BUT IS OTHERWISE LEGIBLE AND FINE.
 OC2712' 
 OC2712'PARSON RM 1, WAS RECOVERED AT THE DESCRIBED LOCATION IN GOOD
 OC2712'CONDITION.
 OC2712' 
 OC2712'PARSON RM 2, WAS RECOVERED AT THE DESCRIBED LOCATION IN GOOD
 OC2712'CONDITION.
 OC2712' 
 OC2712'PARSON AZ, WAS RECOVERED AT THE DESCRIBED LOCATION IN GOOD CONDITION.
 OC2712'SEE LOG AT OC2710 FOR DETAILS.
 OC2712' 
 OC2712'THERE ARE NO WITNESS POSTS AT ANY OF THESE LOCATIONS.
 OC2712' 
 OC2712'JOHN K. SNYDER, 10 JUNE 2005
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2710 ***********************************************************************
 OC2710  DESIGNATION -  PARSON AZ MK
 OC2710  PID         -  OC2710
 OC2710  STATE/COUNTY-  ME/YORK
 OC2710  USGS QUAD   -  LIMERICK (1983)
 OC2710
 OC2710                         *CURRENT SURVEY CONTROL
 OC2710  ___________________________________________________________________
 OC2710* NAD 83(1996)-  43 43 49.08480(N)    070 50 17.31460(W)     ADJUSTED  
 OC2710* NAVD 88     -       184.1    (meters)     604.     (feet)  VERTCON   
 OC2710  ___________________________________________________________________
 OC2710  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 OC2710  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 OC2710
 OC2710  HORZ ORDER  -  SECOND
 OC2710
 OC2710.The horizontal coordinates were established by classical geodetic methods
 OC2710.and adjusted by the National Geodetic Survey in March 1998..
 OC2710
 OC2710.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2710
 OC2710.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2710
 OC2710.The geoid height was determined by GEOID03.
 OC2710
 OC2710;                    North         East     Units Scale Factor Converg.
 OC2710;SPC ME W     -    99,867.373   845,901.831   MT  1.00000265   -0 27 51.0
 OC2710;UTM  19      - 4,843,560.522   351,961.434   MT  0.99986956   -1 16 15.1
 OC2710
 OC2710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2710!SPC ME W     -   0.99997536  x   1.00000265  =   0.99997801
 OC2710!UTM  19      -   0.99997536  x   0.99986956  =   0.99984493
 OC2710
 OC2710                          SUPERSEDED SURVEY CONTROL
 OC2710
 OC2710  NAD 83(1992)-  43 43 49.08389(N)    070 50 17.31624(W) AD(       ) 2
 OC2710  NAD 83(1986)-  43 43 49.09155(N)    070 50 17.32164(W) AD(       ) 2
 OC2710  NAD 27      -  43 43 48.81671(N)    070 50 19.09461(W) AD(       ) 2
 OC2710  NGVD 29 (07/19/86)  184.3    (m)          605.     (f) VERT ANG       
 OC2710
 OC2710.Superseded values are not recommended for survey control.
 OC2710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2710.See file dsdata.txt to determine how the superseded data were derived.
 OC2710
 OC2710_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ5196143561(NAD 83)
 OC2710_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OC2710_SETTING: 80 = SET IN A BOULDER
 OC2710_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 OC2710_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OC2710+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2005
 OC2710
 OC2710  HISTORY     - Date     Condition        Report By
 OC2710  HISTORY     - 1976     MONUMENTED       NGS
 OC2710  HISTORY     - 20050610 GOOD             GEOCAC
 OC2710
 OC2710                          STATION DESCRIPTION
 OC2710
 OC2710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2710'THIS STATION WAS ESTABLISHED BY AN EDM MEASUREMENT FROM
 OC2710'TRAVERSE STATION PARSON. SEE DESCRIPTION THEREOF.
 OC2710'
 OC2710'DESCRIBED BY JERRY E. ELLINGWOOD.
 OC2710'
 OC2710'THE HEIGHT OF LIGHT ABOVE THE STATION WAS 1.0 METER.
 OC2710
 OC2710                          STATION RECOVERY (2005)
 OC2710
 OC2710'RECOVERY NOTE BY GEOCACHING 2005 (JKS)
 OC2710'THIS MARK, STAMPED PARSON AZ MK 1976, WAS RECOVERED AT THE DESCRIBED
 OC2710'LOCATION IN GOOD CONDITION. (SEE DESCRIPTION AT OC2712)
 OC2710' 
 OC2710'THE BOULDER IS CLEARLY VISIBLE FROM THE ROAD. THE MARK IS ON THE BACK
 OC2710'SIDE ABOUT TWO INCHES BELOW GROUND LEVEL. THERE IS NO WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1703 ***********************************************************************
 PE1703  DESIGNATION -  PART 1945
 PE1703  PID         -  PE1703
 PE1703  STATE/COUNTY-  ME/HANCOCK
 PE1703  USGS QUAD   -  TUNK LAKE (1982)
 PE1703
 PE1703                         *CURRENT SURVEY CONTROL
 PE1703  ___________________________________________________________________
 PE1703* NAD 83(1996)-  44 33 32.28824(N)    068 04 47.85582(W)     ADJUSTED  
 PE1703* NAVD 88     -       205.     (meters)     673.     (feet)  SCALED    
 PE1703  ___________________________________________________________________
 PE1703  LAPLACE CORR-           4.26  (seconds)                    DEFLEC99
 PE1703  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 PE1703
 PE1703  HORZ ORDER  -  THIRD
 PE1703
 PE1703.The horizontal coordinates were established by classical geodetic methods
 PE1703.and adjusted by the National Geodetic Survey in March 1998..
 PE1703
 PE1703.The orthometric height was scaled from a topographic map.
 PE1703
 PE1703.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1703
 PE1703.The geoid height was determined by GEOID03.
 PE1703
 PE1703;                    North         East     Units Scale Factor Converg.
 PE1703;SPC ME E     -    99,223.581   333,368.580   MT  0.99991369   +0 17 41.0
 PE1703;UTM  19      - 4,934,370.977   573,067.407   MT  0.99966565   +0 38 44.0
 PE1703
 PE1703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1703!SPC ME E     -   0.99997165  x   0.99991369  =   0.99988534
 PE1703!UTM  19      -   0.99997165  x   0.99966565  =   0.99963731
 PE1703
 PE1703                          SUPERSEDED SURVEY CONTROL
 PE1703
 PE1703  NAD 83(1992)-  44 33 32.28617(N)    068 04 47.85679(W) AD(       ) 3
 PE1703  NAD 83(1986)-  44 33 32.28367(N)    068 04 47.86065(W) AD(       ) 3
 PE1703  NAD 27      -  44 33 32.00200(N)    068 04 49.82700(W) AD(       ) 3
 PE1703
 PE1703.Superseded values are not recommended for survey control.
 PE1703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1703.See file dsdata.txt to determine how the superseded data were derived.
 PE1703
 PE1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK7306734371(NAD 83)
 PE1703
 PE1703  HISTORY     - Date     Condition        Report By
 PE1703  HISTORY     - 1945     MONUMENTED       CGS
 PE1703
 PE1703                          STATION DESCRIPTION
 PE1703
 PE1703'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (FLP)
 PE1703'STATION IS ON TOP OF PEAKED MTN., 3.4 MILES ESE OF SCHOODIC
 PE1703'MTN. FIRE TOWER.  0.4 MILES S OF TUNK LAKE.  STATION IS 40 MILES
 PE1703'E OF THE TOP OF THE HILL, 3.8 MILES W OF A BLAZE IN A 20 IN
 PE1703'SPRUCE, AND SET IN THE TOP OF A LARGE 5 FT BOULDER.  THE MTN. IS
 PE1703'HEAVILY WOODED WHICH WILL MAKE THE STATION HARD TO FIND TO
 PE1703'REACH THE STATION FROM EAST SULLIVAN GO 5.6 MILES NE ON RT
 PE1703'NO. 183 TURN E ON TRAIL AND PROCEED TO THE TOP OF THE MTN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1397 ***********************************************************************
 QG1397  DESIGNATION -  PASSA
 QG1397  PID         -  QG1397
 QG1397  STATE/COUNTY-  ME/PENOBSCOT
 QG1397  USGS QUAD   -  SAPONAC (1988)
 QG1397
 QG1397                         *CURRENT SURVEY CONTROL
 QG1397  ___________________________________________________________________
 QG1397* NAD 83(1996)-  45 07 46.00000(N)    068 21 22.99976(W)     ADJUSTED  
 QG1397* NAVD 88     -       448.5    (meters)    1471.     (feet)  VERTCON   
 QG1397  ___________________________________________________________________
 QG1397  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 QG1397  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 QG1397
 QG1397  HORZ ORDER  -  SECOND
 QG1397
 QG1397.The horizontal coordinates were established by classical geodetic methods
 QG1397.and adjusted by the National Geodetic Survey in March 1998..
 QG1397
 QG1397.The NAVD 88 height was computed by applying the VERTCON shift value to
 QG1397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QG1397
 QG1397.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1397
 QG1397.The geoid height was determined by GEOID03.
 QG1397
 QG1397;                    North         East     Units Scale Factor Converg.
 QG1397;SPC ME E     -   162,537.672   311,296.632   MT  0.99990157   +0 06 06.4
 QG1397;UTM  19      - 4,997,531.665   550,612.055   MT  0.99963150   +0 27 22.1
 QG1397
 QG1397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1397!SPC ME E     -   0.99993347  x   0.99990157  =   0.99983505
 QG1397!UTM  19      -   0.99993347  x   0.99963150  =   0.99956500
 QG1397
 QG1397|---------------------------------------------------------------------|
 QG1397| PID    Reference Object                     Distance      Geod. Az  |
 QG1397|                                                           dddmmss.s |
 QG1397| QG1396 PASSADUMKEAG USGS 1958                0.367 METERS 04937     |
 QG1397| CE9425 PASSA RM 1                           30.204 METERS 08651     |
 QG1397| PE1692 HUMPBACK RESET                      APPROX.35.3 KM 1463220.6 |
 QG1397| CE9426 PASSA RM 2                           17.735 METERS 14633     |
 QG1397| QG1404 ROLLINS MTN LOOKOUT TOWER           APPROX.28.7 KM 3585119.7 |
 QG1397|---------------------------------------------------------------------|
 QG1397
 QG1397                          SUPERSEDED SURVEY CONTROL
 QG1397
 QG1397  NAD 83(1992)-  45 07 45.99905(N)    068 21 22.99796(W) AD(       ) 2
 QG1397  NAD 83(1986)-  45 07 46.00246(N)    068 21 23.00069(W) AD(       ) 2
 QG1397  NAD 27      -  45 07 45.78280(N)    068 21 24.93460(W) AD(       ) 2
 QG1397  NGVD 29 (07/19/86)  448.7    (m)         1472.     (f) VERT ANG       
 QG1397
 QG1397.Superseded values are not recommended for survey control.
 QG1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1397.See file dsdata.txt to determine how the superseded data were derived.
 QG1397
 QG1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK5061297532(NAD 83)
 QG1397_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QG1397_SETTING: 80 = SET IN A BOULDER
 QG1397_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QG1397
 QG1397  HISTORY     - Date     Condition        Report By
 QG1397  HISTORY     - 1958     MONUMENTED       CGS
 QG1397  HISTORY     - 1981     GOOD             MEDT
 QG1397
 QG1397                          STATION DESCRIPTION
 QG1397
 QG1397'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 QG1397'STATION IS LOCATED ABOUT 20 MILES NORTHEAST OF OLD TOWN, 17
 QG1397'MILES SOUTHEAST OF HOWLAND AND ON THE HIGHEST POINT OF
 QG1397'PASSADUMKEAG MOUNTAIN BENEATH PASSADUMKEAG LOOKOUT
 QG1397'TOWER.  OBSERVATIONS WERE TAKEN FROM A 4 FOOT STAND INSIDE THE
 QG1397'LOOKOUT TOWER.  POINT INSIDE THE LOOKOUT TOWER IS HOLE BORED IN
 QG1397'FLOOR WITH TRIANGLE CUT AROUND IT.  STATION IS 7.6 FEET
 QG1397'WEST-SOUTHWEST OF 1-1/2 INCH ROUND HOLE THAT HAS BEEN DRILLED
 QG1397'IN BOULDER, 35 FEET WEST-SOUTHWEST OF 1-1/2 FOOT SPRUCE TREE
 QG1397'AND 8.8 FEET WEST-NORTHWEST OF SOUTHEAST CORNER OF LOOKOUT
 QG1397'TOWER.  MARK IS SET FLUSH IN BOULDER AND THE DISK IS
 QG1397'STAMPED PASSA 1958 AND 1.75 FEET SSW OF CENTER OF
 QG1397'OBSERVATION CABIN.
 QG1397'
 QG1397'REFERENCE MARK NO. 1 IS 19 FEET SOUTHWEST OF 12 INCH TREE THAT
 QG1397'HAS TELEPHONE LINE ATTACHED TO IT AND 55 FEET EAST-SOUTHEAST OF
 QG1397'SOUTHEAST CORNER OF OLD WHITE WOODEN BUILDING.  MARK IS SET FLUSH
 QG1397'AND THE DISK IS STAMPED PASSA NO. 1 1958.
 QG1397'
 QG1397'REFERENCE MARK NO. 2 IS 8 FEET EAST OF 12 INCH SPRUCE TREE
 QG1397'AND 8 FEET WEST-SOUTH WEST OF A 12 INCH TREE.  MARK PROJECTS 18
 QG1397'INCHES AND THE DISK IS STAMPED PASSA NO. 2 1958.
 QG1397'
 QG1397'U.S. GEOLOGICAL SURVEY BENCH MARK R 1929 IS 8.2 FEET
 QG1397'WEST-NORTHWEST OF SOUTHWEST CORNER OF LOOKOUT TOWER, 34 FEET
 QG1397'WEST-SOUTHWEST OF 1-1/2 FOOT SPRUCE TREE AND 6.4 FEET
 QG1397'WEST-SOUTHWEST OF 1-1/2 INCH ROUND HOLE THAT HAS BEEN DRILLED IN
 QG1397'BOULDER.  MARK IS SET FLUSH AND THE DISK IS STAMPED R 1929.
 QG1397'
 QG1397'TO REACH FROM THE T ROAD JUST EAST OF THE POST OFFICE IN
 QG1397'BURLINGTON GO SOUTH ON STATE HIGHWAY 188 FOR 6.2 MILES TO
 QG1397'BRIDFGE OVER THE MADAGASCAL STREAM.  CONTINUE EASTERLY FOR
 QG1397'0.65 MILE TO FORK, TAKE RIGHT FORK AND GO SOUTHEAST FOR 0.45 MILE
 QG1397'TO SIDE ROAD RIGHT AND SIGN ON THE RIGHT TRAIL TO TOWER.  TURN
 QG1397'RIGHT AND GO SOUTHWEST ON WOODS ROAD FOR 1.0 MILE TO FORK
 QG1397'AND SIGN ON THE RIGHT TRAIL TO TOWER.  TAKE LEFT FORK AND GO
 QG1397'SOUTHERLY FOR 1.8 MILE TO CROSSROAD, TURN LEFT AND GO SOUTH
 QG1397'FOR 0.2 MILE TO ETT FOR 2 WHEEL DRIVE.  FROM HERE STATION IS
 QG1397'ABOUT 2 MILES.  CONTINUE UPHILL ON WOODS ROAD FOLLOWING THE
 QG1397'OLD ARROW SIGNS AND AT TIMES THE TELEPHONE LINE THAT RUNS
 QG1397'ALONG WOODS ROAD UP HILL FOR ABOUT 1-1/2 MILES TO 2 CABINS.
 QG1397'FROM THE NORTHWEST CORNER OF THE WEST CABIN, THE TRAIL GOES
 QG1397'IN A NORTHERLY DIRECTION UPHILL FOR ABOUT 1/2 MILE TO FIRE TOWER
 QG1397'AT TOP AND STATION AS DESCRIBED.
 QG1397'
 QG1397'NO SUITABLE PLACE WAS FOUND TO SET AN AZIMUTH MARK.
 QG1397
 QG1397                          STATION RECOVERY (1981)
 QG1397
 QG1397'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1981 (HEN)
 QG1397'PASSA 1958 RECOVERED GOOD, CONCRETE BEGINNING TO CRACK AROUND DISK.
 QG1397'
 QG1397'PASSA NO. 1 1958 RECOVERED GOOD, NO LONGER SEES.  NEW BUILDING IN
 QG1397'WAY.
 QG1397'
 QG1397'PASSA NO. 2 1958 RECOVERED GOOD.
 QG1397'
 QG1397'RM-1 NO LONGER SEES STATION MARK LOG BUILDING IN WAY.  NEW ROAD
 QG1397'BUILT FROM GREENBUSH, GREENFIELD AREA FOR CABLE TV RELAY STATION.
 QG1397'MICROWAVE DISHES ARE NOW ON OLD FIRETOWER.  THE WOODEN HOUSE ON
 QG1397'TOWER HAS BEEN REMOVED EXCEPT FOR THE FLOOR.
 QG1397'
 QG1397'DISTANCE AND DIRECTION FROM NEAREST TOWN--17 MI. SOUTHEAST OF
 QG1397'HOWLAND, 20 MI. NORTHEAST OF OLD TOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2154 ***********************************************************************
 OC2154  DESIGNATION -  PASSACONAWAY INN CUPOLA
 OC2154  PID         -  OC2154
 OC2154  STATE/COUNTY-  ME/YORK
 OC2154  USGS QUAD   -  YORK BEACH (1998)
 OC2154
 OC2154                         *CURRENT SURVEY CONTROL
 OC2154  ___________________________________________________________________
 OC2154* NAD 83(1996)-  43 11 25.97423(N)    070 35 55.09103(W)     ADJUSTED  
 OC2154* NAVD 88     -                                                        
 OC2154  ___________________________________________________________________
 OC2154  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 OC2154  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 OC2154
 OC2154  HORZ ORDER  -  THIRD
 OC2154
 OC2154.The horizontal coordinates were established by classical geodetic methods
 OC2154.and adjusted by the National Geodetic Survey in March 1998..
 OC2154
 OC2154
 OC2154.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2154
 OC2154.The geoid height was determined by GEOID03.
 OC2154
 OC2154;                    North         East     Units Scale Factor Converg.
 OC2154;SPC ME W     -    39,773.353   864,886.959   MT  0.99998183   -0 17 44.4
 OC2154;SPC NH       -    77,264.113   386,816.057   MT  1.00005935   +0 43 51.7
 OC2154;SPC NH       -   253,490.68  1,269,079.01   sFT  1.00005935   +0 43 51.7
 OC2154;UTM  19      - 4,783,215.710   370,100.063   MT  0.99980758   -1 05 39.5
 OC2154
 OC2154                          SUPERSEDED SURVEY CONTROL
 OC2154
 OC2154  NAD 83(1992)-  43 11 25.97340(N)    070 35 55.09174(W) AD(       ) 4
 OC2154  NAD 83(1986)-  43 11 25.97791(N)    070 35 55.09667(W) AD(       ) 4
 OC2154  NAD 27      -  43 11 25.65800(N)    070 35 56.91100(W) AD(       ) 3
 OC2154
 OC2154.Superseded values are not recommended for survey control.
 OC2154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2154.See file dsdata.txt to determine how the superseded data were derived.
 OC2154
 OC2154_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH7010083216(NAD 83)
 OC2154
 OC2154  HISTORY     - Date     Condition        Report By
 OC2154  HISTORY     - UNK      MONUMENTED
 OC2154  HISTORY     - 1928     SEE DESCRIPTION  CGS
 OC2154  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OC2154
 OC2154                          STATION DESCRIPTION
 OC2154
 OC2154'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (GCM)
 OC2154'STATION RECOVERED UNCHANGED.
 OC2154
 OC2154                          STATION RECOVERY (1943)
 OC2154
 OC2154'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 OC2154'LOCAL MAN SAYS INN WAS TORN DOWN IN JANUARY 1935.  STATION
 OC2154'DESTROYED.
 OC2154'
 OC2154'IT IS RECOMMENDED THAT THIS STATION BE CLASSIFIED AS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1396 ***********************************************************************
 QG1396  DESIGNATION -  PASSADUMKEAG USGS 1958
 QG1396  PID         -  QG1396
 QG1396  STATE/COUNTY-  ME/PENOBSCOT
 QG1396  USGS QUAD   -  SAPONAC (1988)
 QG1396
 QG1396                         *CURRENT SURVEY CONTROL
 QG1396  ___________________________________________________________________
 QG1396* NAD 83(1996)-  45 07 46.00770(N)    068 21 22.98697(W)     ADJUSTED  
 QG1396* NAVD 88     -       448.5    (meters)    1471.     (feet)  VERTCON   
 QG1396  ___________________________________________________________________
 QG1396  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 QG1396  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 QG1396
 QG1396  HORZ ORDER  -  THIRD
 QG1396
 QG1396.The horizontal coordinates were established by classical geodetic methods
 QG1396.and adjusted by the National Geodetic Survey in March 1998..
 QG1396
 QG1396.The NAVD 88 height was computed by applying the VERTCON shift value to
 QG1396.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QG1396
 QG1396.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1396
 QG1396.The geoid height was determined by GEOID03.
 QG1396
 QG1396;                    North         East     Units Scale Factor Converg.
 QG1396;SPC ME E     -   162,537.910   311,296.911   MT  0.99990157   +0 06 06.4
 QG1396;UTM  19      - 4,997,531.905   550,612.332   MT  0.99963150   +0 27 22.1
 QG1396
 QG1396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1396!SPC ME E     -   0.99993347  x   0.99990157  =   0.99983505
 QG1396!UTM  19      -   0.99993347  x   0.99963150  =   0.99956500
 QG1396
 QG1396:                Primary Azimuth Mark                     Grid Az
 QG1396:SPC ME E     -  GREENFIELD                               230 09 27.4
 QG1396:UTM  19      -  GREENFIELD                               229 48 11.7
 QG1396
 QG1396|---------------------------------------------------------------------|
 QG1396| PID    Reference Object                     Distance      Geod. Az  |
 QG1396|                                                           dddmmss.s |
 QG1396| QG1401 GREENFIELD                          APPROX.10.0 KM 2301533.8 |
 QG1396|---------------------------------------------------------------------|
 QG1396
 QG1396                          SUPERSEDED SURVEY CONTROL
 QG1396
 QG1396  NAD 83(1992)-  45 07 46.00675(N)    068 21 22.98517(W) AD(       ) 3
 QG1396  NAD 83(1986)-  45 07 46.01014(N)    068 21 22.98794(W) AD(       ) 3
 QG1396  NAD 27      -  45 07 45.79050(N)    068 21 24.92180(W) AD(       ) 3
 QG1396  NGVD 29 (07/19/86)  448.7    (m)         1472.     (f) VERT ANG       
 QG1396
 QG1396.Superseded values are not recommended for survey control.
 QG1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1396.See file dsdata.txt to determine how the superseded data were derived.
 QG1396
 QG1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK5061297532(NAD 83)
 QG1396
 QG1396  HISTORY     - Date     Condition        Report By
 QG1396  HISTORY     - 1958     MONUMENTED       CGS
 QG1396
 QG1396                          STATION DESCRIPTION
 QG1396
 QG1396'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 QG1396'STATION IS LOCATED ABOUT 20 MILES NORTHEAST OF OLD TOWN, 17
 QG1396'MILES SOUTHEAST OF HOWLAND AND ON THE HIGHEST POINT OF
 QG1396'PASSADUMKEAG MOUNTAIN BENEATH PASSADUMKEAG LOOKOUT TOWER.  STATION
 QG1396'IS 8.2 FEET WEST NORTHWEST OF THE SOUTHEAST LEG OF LOOKOUT
 QG1396'TOWER.  THE DISK IS CEMENTED FLUSH IN A DRILL HOLE IN A BOULDER
 QG1396'AND IS STAMPED R 1929.
 QG1396'
 QG1396'A TRAVERSE CONNECTION WAS MADE TO STATION FROM TRIANGULATION
 QG1396'STATION PASSA AND THE DISTANCE IS 0.366 METERS OR 1.20 FEET
 QG1396'NORTHEAST.
 QG1396'
 QG1396'TO REACH STATION FROM THE T INTERSECTION JUST EAST OF THE POST
 QG1396'OFFICE IN BURLINGTON, GO SOUTH ON STATE HIGHWAY 188 FOR 6.2 MILES
 QG1396'TO BRIDGE.  CONTINUE EASTERLY FOR 0.65 MILE TO FORK.  TAKE RIGHT
 QG1396'FORK AND GO SOUTHEAST FOR 0.45 MILE TO SIDE ROAD RIGHT.  TURN
 QG1396'RIGHT AND GO SOUTHWEST ON WOODS ROAD FOR 1.0 MILE TO FORK.  TAKE
 QG1396'LEFT FORK AND GO SOUTHERLY FOR 1.8 MILES TO CROSSROAD.  TURN
 QG1396'LEFT AND GO SOUTH FOR 0.2 MILE TO END OF TRUCK TRAVEL FOR TWO
 QG1396'WHEEL DRIVE.  CONTINUE UPHILL ON WOODS ROAD FOLLOWING THE OLD
 QG1396'ARROW SIGNS FOR ABOUT 1-1/2 MILES TO TWO CABINS.  FROM THE
 QG1396'NORTHWEST CORNER OF THE WEST CABIN PACK NORTHERLY UP TRAIL
 QG1396'FOR 1/2 MILE TO LOOKOUT TOWER AND STATION AS DESCRIBED.
 QG1396'
 QG1396'NOTE--STATION IS WITHIN ONE INCH OF THE CENTER OF THE BASE OF
 QG1396'LOOKOUT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1446 ***********************************************************************
 QG1446  DESIGNATION -  PASSAGAMOC
 QG1446  PID         -  QG1446
 QG1446  STATE/COUNTY-  ME/PISCATAQUIS
 QG1446  USGS QUAD   -  ABOL POND (1988)
 QG1446
 QG1446                         *CURRENT SURVEY CONTROL
 QG1446  ___________________________________________________________________
 QG1446* NAD 83(1996)-  45 45 39.32889(N)    068 57 36.35803(W)     ADJUSTED  
 QG1446* NAVD 88     -       301.     (meters)     988.     (feet)  SCALED    
 QG1446  ___________________________________________________________________
 QG1446  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 QG1446  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 QG1446
 QG1446  HORZ ORDER  -  FIRST
 QG1446
 QG1446.The horizontal coordinates were established by classical geodetic methods
 QG1446.and adjusted by the National Geodetic Survey in March 1998..
 QG1446
 QG1446.The orthometric height was scaled from a topographic map.
 QG1446
 QG1446.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1446
 QG1446.The geoid height was determined by GEOID03.
 QG1446
 QG1446;                    North         East     Units Scale Factor Converg.
 QG1446;SPC ME E     -   232,806.591   264,209.579   MT  0.99991574   -0 19 46.7
 QG1446;UTM  19      - 5,067,485.918   503,102.871   MT  0.99960012   +0 01 42.9
 QG1446
 QG1446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1446!SPC ME E     -   0.99995666  x   0.99991574  =   0.99987240
 QG1446!UTM  19      -   0.99995666  x   0.99960012  =   0.99955680
 QG1446
 QG1446:                Primary Azimuth Mark                     Grid Az
 QG1446:SPC ME E     -  N 16 MC=KATAHDIN                         011 01 52.3
 QG1446:UTM  19      -  N 16 MC=KATAHDIN                         010 40 22.7
 QG1446
 QG1446|---------------------------------------------------------------------|
 QG1446| PID    Reference Object                     Distance      Geod. Az  |
 QG1446|                                                           dddmmss.s |
 QG1446| QG1448 N 16 MC=KATAHDIN                    APPROX.16.2 KM 0104205.6 |
 QG1446| CE9427 PASSAGAMOC RM 1                      10.924 METERS 23417     |
 QG1446| CE9428 PASSAGAMOC RM 2                       8.403 METERS 32932     |
 QG1446|---------------------------------------------------------------------|
 QG1446
 QG1446                          SUPERSEDED SURVEY CONTROL
 QG1446
 QG1446  NAD 83(1992)-  45 45 39.32786(N)    068 57 36.35168(W) AD(       ) 1
 QG1446  NAD 83(1986)-  45 45 39.33242(N)    068 57 36.36360(W) AD(       ) 1
 QG1446  NAD 27      -  45 45 39.16500(N)    068 57 38.19900(W) AD(       ) 1
 QG1446
 QG1446.Superseded values are not recommended for survey control.
 QG1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1446.See file dsdata.txt to determine how the superseded data were derived.
 QG1446
 QG1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL0310367486(NAD 83)
 QG1446
 QG1446  HISTORY     - Date     Condition        Report By
 QG1446  HISTORY     - 1941     MONUMENTED       CGS
 QG1446
 QG1446                          STATION DESCRIPTION
 QG1446
 QG1446'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 QG1446'THE STATION IS ABOUT 14 MILES NW OF MILLINOCKET, 31 MILES N BY
 QG1446'E OF BROWNVILLE, AND 37 MILES NE OF GREENVILLE, ON THE HIGHEST
 QG1446'POINT OF PASSAGAMOC RIDGE, A WOODED RIDGE LYING BETWEEN
 QG1446'PASSAGAMOC LAKE AND FIRST DEBSCONEAG LAKE.  IT IS 10 FEET ENE OF A
 QG1446'TRIANGULAR-BLAZED 6-INCH SPRUCE TREE, AND 40 FEET E OF A
 QG1446'TRIANGULAR-BLAZED 2-FOOT PINE TREE.  THE DISK IS STAMPED
 QG1446'PASSAGAMOC 1941, AND IS FLUSH WITH THE ROCK.
 QG1446'
 QG1446'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 QG1446'IN OUTCROPPING BEDROCK.
 QG1446'
 QG1446'REFERENCE MARK NO. 1 IS A STANDARD DISK WEDGED IN A DRILL HOLE
 QG1446'IN BEDROCK ABOUT 1 FOOT HIGHER IN ELEVATION THAN THE STATION.  THE
 QG1446'DISK IS STAMPED PASSAGAMOC NO. 1 1941.
 QG1446'
 QG1446'REFERENCE MARK NO. 2 IS A STANDARD DISK WEDGED IN A DRILL HOLE
 QG1446'IN BEDROCK ABOUT 2 FEET LOWER IN ELEVATION THAN THE STATION.  THE
 QG1446'DISK IS STAMPED PASSAGAMOC NO. 2 1941.
 QG1446'
 QG1446'TO REACH THE STATION FROM MILLINOCKET BY GOING NE TO MILLINOCKET
 QG1446'LAKE AND MAKING ARRANGEMENTS TO GO ACROSS BY BOAT TO RAYMONDS
 QG1446'LUMBER CAMP AT THE HEAD OF PASSAGAMOC LAKE, FROM HERE PACK IN
 QG1446'A NORTHWESTERLY DIRECTION TO THE TOP OF PASSAGAMOC RIDGE AND
 QG1446'STATION.  PACK WILL REQUIRE ABOUT 45 MINUTES.
 QG1446'
 QG1446'HEIGHT OF LIGHT ABOVE STATION MARK 12 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1588 ***********************************************************************
 QF1588  DESIGNATION -  PAT IBC
 QF1588  PID         -  QF1588
 QF1588  STATE/COUNTY-  ME/WASHINGTON
 QF1588  USGS QUAD   -  LAMBERT LAKE (1988)
 QF1588
 QF1588                         *CURRENT SURVEY CONTROL
 QF1588  ___________________________________________________________________
 QF1588* NAD 83(1996)-  45 36 51.27040(N)    067 36 48.82013(W)     ADJUSTED  
 QF1588* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 QF1588  ___________________________________________________________________
 QF1588  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 QF1588  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 QF1588
 QF1588  HORZ ORDER  -  THIRD
 QF1588
 QF1588.The horizontal coordinates were established by classical geodetic methods
 QF1588.and adjusted by the National Geodetic Survey in March 1998..
 QF1588
 QF1588.The orthometric height was scaled from a topographic map.
 QF1588
 QF1588.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1588
 QF1588.The geoid height was determined by GEOID03.
 QF1588
 QF1588;                    North         East     Units Scale Factor Converg.
 QF1588;SPC ME E     -   216,784.374   369,135.127   MT  0.99995874   +0 38 00.7
 QF1588;UTM  19      - 5,052,123.324   608,098.553   MT  0.99974366   +0 59 27.3
 QF1588
 QF1588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1588!SPC ME E     -   0.99998541  x   0.99995874  =   0.99994415
 QF1588!UTM  19      -   0.99998541  x   0.99974366  =   0.99972908
 QF1588
 QF1588|---------------------------------------------------------------------|
 QF1588| PID    Reference Object                     Distance      Geod. Az  |
 QF1588|                                                           dddmmss.s |
 QF1588| QF1587 PATTERSON IBC                        10.958 METERS 04539     |
 QF1588| QF1585 NORWAY IBC                          APPROX. 0.8 KM 1265747.2 |
 QF1588|---------------------------------------------------------------------|
 QF1588
 QF1588                          SUPERSEDED SURVEY CONTROL
 QF1588
 QF1588  NAD 83(1992)-  45 36 51.26675(N)    067 36 48.81756(W) AD(       ) 3
 QF1588  NAD 83(1986)-  45 36 51.26992(N)    067 36 48.82921(W) AD(       ) 3
 QF1588  NAD 27      -  45 36 51.04732(N)    067 36 50.82482(W) AD(       ) 3
 QF1588
 QF1588.Superseded values are not recommended for survey control.
 QF1588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1588.See file dsdata.txt to determine how the superseded data were derived.
 QF1588
 QF1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL0809952123(NAD 83)
 QF1588_MARKER: DR = REFERENCE MARK DISK
 QF1588_SETTING: 80 = SET IN A BOULDER
 QF1588_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF1588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1588+STABILITY: SURFACE MOTION
 QF1588
 QF1588  HISTORY     - Date     Condition        Report By
 QF1588  HISTORY     - 1946     MONUMENTED       IBC
 QF1588  HISTORY     - 1955     GOOD             IBC
 QF1588
 QF1588                          STATION DESCRIPTION
 QF1588
 QF1588'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF1588'ABOUT 5 FEET INSHORE FROM LOW - WATER MARK ON THE ROUNDING POINT,
 QF1588'OUTSIDE STATION PATTERSON 35.95 FEET, IN A SOLID ROCK 2 FEET IN
 QF1588'DIAMETER SHOWING 6 INCHES ABOVE BEACH.  STATION OVER 3 FEET UNDER
 QF1588'HIGH WATER.
 QF1588'
 QF1588'STATION MARK IS A GS OF C REFERENCE DISK SET IN A DRILL HOLE IN THE
 QF1588'ROCK, WITH THE ARROW POINTING TOWARD STATION PATTERSON.
 QF1588
 QF1588                          STATION RECOVERY (1955)
 QF1588
 QF1588'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1588'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1672 ***********************************************************************
 PE1672  DESIGNATION -  PATT RESET
 PE1672  PID         -  PE1672
 PE1672  STATE/COUNTY-  ME/PENOBSCOT
 PE1672  USGS QUAD   -  HERMON (1978)
 PE1672
 PE1672                         *CURRENT SURVEY CONTROL
 PE1672  ___________________________________________________________________
 PE1672* NAD 83(1996)-  44 45 43.42014(N)    068 56 03.97503(W)     ADJUSTED  
 PE1672* NAVD 88     -        87.09   (+/-2cm)     285.7    (feet)  VERTCON   
 PE1672  ___________________________________________________________________
 PE1672  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 PE1672  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 PE1672
 PE1672  HORZ ORDER  -  SECOND
 PE1672  VERT ORDER  -  THIRD ? (See Below)
 PE1672
 PE1672.The horizontal coordinates were established by classical geodetic methods
 PE1672.and adjusted by the National Geodetic Survey in March 1998..
 PE1672
 PE1672.The NAVD 88 height was computed by applying the VERTCON shift value to
 PE1672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PE1672.The vertical order pertains to the NGVD 29 superseded value.
 PE1672
 PE1672.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1672
 PE1672.The geoid height was determined by GEOID03.
 PE1672
 PE1672;                    North         East     Units Scale Factor Converg.
 PE1672;SPC ME E     -   121,795.966   265,607.938   MT  0.99991454   -0 18 21.3
 PE1672;UTM  19      - 4,956,521.053   505,188.669   MT  0.99960033   +0 02 46.2
 PE1672
 PE1672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1672!SPC ME E     -   0.99999026  x   0.99991454  =   0.99990481
 PE1672!UTM  19      -   0.99999026  x   0.99960033  =   0.99959060
 PE1672
 PE1672|---------------------------------------------------------------------|
 PE1672| PID    Reference Object                     Distance      Geod. Az  |
 PE1672|                                                           dddmmss.s |
 PE1672| PE0639 PATT RM 2                             8.498 METERS 03500     |
 PE1672| PE2215 HERMON B AND A RR TANK              APPROX. 6.3 KM 0592646.2 |
 PE1672| PE0640 PATT RM 1                            19.060 METERS 10547     |
 PE1672|---------------------------------------------------------------------|
 PE1672
 PE1672                          SUPERSEDED SURVEY CONTROL
 PE1672
 PE1672  NAD 83(1992)-  44 45 43.41916(N)    068 56 03.97186(W) AD(       ) 2
 PE1672  NAD 83(1986)-  44 45 43.41729(N)    068 56 03.97626(W) AD(       ) 2
 PE1672  NAD 27      -  44 45 43.16510(N)    068 56 05.83140(W) AD(       ) 2
 PE1672  NGVD 29 (07/19/86)   87.30   (m)          286.4    (f) LEVELING    3  
 PE1672
 PE1672.Superseded values are not recommended for survey control.
 PE1672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1672.See file dsdata.txt to determine how the superseded data were derived.
 PE1672
 PE1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK0518956521(NAD 83)
 PE1672_MARKER: DS = TRIANGULATION STATION DISK
 PE1672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1672_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1672_STAMPING: PATT 1958 1983
 PE1672_MARK LOGO: NGS   
 PE1672_PROJECTION: PROJECTING 5 CENTIMETERS
 PE1672_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE1672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1672+STABILITY: SURFACE MOTION
 PE1672
 PE1672  HISTORY     - Date     Condition        Report By
 PE1672  HISTORY     - 1983     MONUMENTED       NGS
 PE1672  HISTORY     - 19820727 GOOD             NGS
 PE1672  HISTORY     - 1983     GOOD             NGS
 PE1672
 PE1672                          STATION DESCRIPTION
 PE1672
 PE1672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 PE1672'THE STATION MARK WAS RECOVERED SLIGHYLY TILTED OVER.  THE MARK WAS
 PE1672'RESET OVER THE UNDERGROUND MARK.  REFERENCE MARK 1 WAS RECOVERED IN
 PE1672'GOOD CONDITION AND THE DISTANCE TO THE MARK CHECKED.  REFERENCE MARK 2
 PE1672'WAS RECOVERED AND THE BOULDER APPEARS TO HAVE BEEN HIT BY FARM
 PE1672'MACHINERY AS THE DISK IS SLIGHTLY TILTED.  ALSO A LONGER DISTANCE OF
 PE1672'0.27 FOOT WAS NOTED AND A LOWER DIRECTION OF 2 MINUTES AND 27 SECONDS
 PE1672'WAS ALSO NOTED.  LEVELS WERE RAN BETWEEN THE REFERENCE MARKS AND A
 PE1672'DIFFERENCE OF 0.02 METER WAS NOTED.  A NEW DESCRIPTION FOLLOWS.
 PE1672' 
 PE1672'THE STATION IS LOCATED ABOUT 14.5 KM (9.0 MI) WEST SOUTHWEST OF
 PE1672'BANGOR, 5.6 KM (3.5 MI) SOUTH SOUTHWEST OF HERMON AND 1.6 KM (1.0 MI)
 PE1672'NORTHEAST OF PATTEN POND.  IT IS IN PASTURE LAND, 300 FEET SOUTHWEST
 PE1672'OF THE HOME OF THE PROPERTY OWNER, MR GEORGE MILLER.
 PE1672' 
 PE1672'TO REACH THE STATION FROM THE WAR MEMORIAL IN HERMON, GO WEST ON US
 PE1672'HIGHWAY 2 AND STATE HIGHWAY 100 FOR 3.7 KM (2.3 MI) TO A SIDE ROAD
 PE1672'LEFT.  TURN LEFT AND GO SOUTH ON A PAVED ROAD FOR 4.4 KM (2.75 MI) TO
 PE1672'A T-ROAD.  TURN LEFT AND GO SOUTHEAST ON A PAVED ROAD FOR 1.1 KM (0.7
 PE1672'MI) TO A SIDE ROAD LEFT, JUST AFTER CROSSING OVER I-95.  TURN LEFT AND
 PE1672'GO EAST ON A DIRT ROAD FOR 1.3 KM (0.8 MI) TO WHERE THE ROAD TURNS
 PE1672'RIGHT.  TURN RIGHT AND GO SOUTH ON THE DIRT ROAD FOR 0.1 KM (0.05 MI)
 PE1672'TO THE MILLER HOUSE ON THE RIGHT AND THE STATION ABOUT 300 FEET TO THE
 PE1672'SOUTHWEST.
 PE1672' 
 PE1672'THE STATION IS A STANDARD NGS DISK STAMPED--PATT 1958 1983--, SET INTO
 PE1672'THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES OR 30 CM ON SIDE
 PE1672'PROJECTING 2 INCHES OR 5 CM ABOVE THE GROUND LOCATED 299.0 FT (91.1 M)
 PE1672'SW FROM THE SOUTHWEST CORNER OF HOUSE, 387.0 FT (118.0 M) WNW FROM THE
 PE1672'CENTER OF DIRT ROAD, 110.5 FT (33.7 M) WNW FROM A 18-INCH ELM TREE,
 PE1672'35.0 FT (10.7 M) SE FROM A NORTH-SOUTH FENCELINE, AND 22.5 FT (6.9 M)
 PE1672'SW FROM A EAST WEST FENCE LINE.
 PE1672' 
 PE1672'REFERENCE MARK NO 1 IS A STANDARD NGS DISK STAMPED--PATT NO 1 1958--,
 PE1672'CEMENTED IN A DRILL HOLE IN A 3 BY 3 FOOT BOULDER THAT PROJECTS 30 CM
 PE1672'(12 INCHES) LOCATED 325.0 FT (99.1 M) WNW FROM THE CENTER OF DIRT
 PE1672'ROAD, 55.0 FT (16.8 M) W FROM THE 18-INCH TREE, AND 31.0 FT (9.4 M) SW
 PE1672'FROM THE EAST-WEST FENCELINE.
 PE1672' 
 PE1672'REFERENCE MARK NO 2 IS A STANDARD NGS DISK STAMPED--PATT NO 2 1958--,
 PE1672'CEMENTED IN A DRILL HOLE IN A 2 BY 2 FOOT BOULDER THAT PROJECTS 30 M
 PE1672'(12 INCHES) LOCATED 376.0 FT (114.6 M) WNW FROM THE CENTER OF DIRT
 PE1672'ROAD, 95.0 FT (29.0 M) WNW FROM THE 18-INCH TREE, 3.0 FT (0.9 M) NE
 PE1672'FROM THE EAST-WEST FENCE LINE, AND 1.0 FT (0.3 M) LOWER THAN THE
 PE1672'STATION.
 PE1672
 PE1672                          STATION RECOVERY (1983)
 PE1672
 PE1672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PE1672'9.7 KM (6.65 MI) SW FROM HERMON.
 PE1672'FROM THE WAR MEMORIAL IN HERMON, GO WEST ALONG U.S. HIGHWAY 2 FOR
 PE1672'3.7 KM (2.3 MI) TO A SIDE ROAD LEFT, TURN LEFT AND GO SOUTH ALONG
 PE1672'A PAVED ROAD FOR 4.4 KM (2.75 MI) TO A T-ROAD, TURN LEFT AND GO
 PE1672'SOUTHEAST ALONG A PAVED ROAD FOR 1.1 KM (0.7 MI) TO A SIDE ROAD
 PE1672'LEFT, JUST AFTER CROSSING OVER INTERSTATE 95, TURN LEFT AND GO
 PE1672'EAST ALONG A DIRT ROAD FOR 1.3 KM (0.8 MI)  TO WHERE THE ROAD TURNS
 PE1672'SOUTH, GO SOUTH ALONG DIRT ROAD FOR 0.2 KM (0.1 MI) TO THE MARK
 PE1672'ON THE RIGHT, 11.8 METERS (387.0 FT) WEST-NORTHWEST OF THE SOUTHWEST
 PE1672'OF THE DIRT ROAD, 91.1 METERS (299.0 FT) SOUTHWEST OF THE SOUTHWEST
 PE1672'CORNER OF THE MILLER HOME, 33.7 METERS (110.5 FT) WEST-NORTHWEST
 PE1672'OF A LONE 18-INCH ELM TREE, 10.7 METERS (35.0 FT) SOUTHEAST OF A
 PE1672'NORTH-SOUTH FENCELINE, AND 6.9 METERS (22.5 FT) SOUTHWEST OF A
 PE1672'EAST-WEST FENCELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0640 ***********************************************************************
 PE0640  DESIGNATION -  PATT RM 1
 PE0640  PID         -  PE0640
 PE0640  STATE/COUNTY-  ME/PENOBSCOT
 PE0640  USGS QUAD   -  HERMON (1978)
 PE0640
 PE0640                         *CURRENT SURVEY CONTROL
 PE0640  ___________________________________________________________________
 PE0640* NAD 83(1986)-  44 45 43.     (N)    068 56 03.     (W)     SCALED    
 PE0640* NAVD 88     -        87.062  (meters)     285.64   (feet)  ADJUSTED  
 PE0640  ___________________________________________________________________
 PE0640  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 PE0640  DYNAMIC HT  -          87.058 (meters)     285.62  (feet)  COMP
 PE0640  MODELED GRAV-     980,571.9   (mgal)                       NAVD 88
 PE0640
 PE0640  VERT ORDER  -  SECOND    CLASS 0
 PE0640
 PE0640.The horizontal coordinates were scaled from a topographic map and have
 PE0640.an estimated accuracy of +/- 6 seconds.
 PE0640
 PE0640.The orthometric height was determined by differential leveling
 PE0640.and adjusted by the National Geodetic Survey in June 1991..
 PE0640
 PE0640.The geoid height was determined by GEOID03.
 PE0640
 PE0640.The dynamic height is computed by dividing the NAVD 88
 PE0640.geopotential number by the normal gravity value computed on the
 PE0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0640.degrees latitude (g = 980.6199 gals.).
 PE0640
 PE0640.The modeled gravity was interpolated from observed gravity values.
 PE0640
 PE0640;                    North         East    Units  Estimated Accuracy
 PE0640;SPC ME E     -   121,780.      265,630.      MT  (+/- 180 meters Scaled)
 PE0640
 PE0640                          SUPERSEDED SURVEY CONTROL
 PE0640
 PE0640  NGVD 29 (??/??/92)   87.275  (m)          286.33   (f) ADJ UNCH    2 0
 PE0640
 PE0640.Superseded values are not recommended for survey control.
 PE0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0640.See file dsdata.txt to determine how the superseded data were derived.
 PE0640
 PE0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK052565(NAD 83)
 PE0640_MARKER: DR = REFERENCE MARK DISK
 PE0640_SETTING: 80 = SET IN A BOULDER
 PE0640_SP_SET: BOULDER
 PE0640_STAMPING: PATT NO 1 1958
 PE0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0640+STABILITY: SURFACE MOTION
 PE0640
 PE0640  HISTORY     - Date     Condition        Report By
 PE0640  HISTORY     - 1958     MONUMENTED       CGS
 PE0640  HISTORY     - 1983     GOOD             NGS
 PE0640
 PE0640                          STATION DESCRIPTION
 PE0640
 PE0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0640'5.2 MI SW FROM NORTHERN MAINE JUNCTION.
 PE0640'1.8 MILES WEST ALONG THE MAINE CENTRAL RAILROAD FROM THE STATION
 PE0640'AT NORTHERN MAINE JUNCTION, THENCE 3.2 MILES SOUTHWEST ALONG A
 PE0640'BLACKTOP AND GRAVEL ROAD, THENCE 0.1 MILES SOUTH ALONG BLACKTOP
 PE0640'ROAD TO A DRIVE WEST TO HOUSE, THENCE 0.05 MILES SOUTHWEST ACROSS
 PE0640'A FIELD, 286 FEET WEST OF THE CENTER LINE OF THE ROAD, 375 FEET
 PE0640'SOUTHWEST OF THE CENTER LINE OF THE JUNCTION OF THE DRIVE, 63
 PE0640'FEET SOUTHWEST OF A 3-WAY FENCE CORNER, 55 FEET WEST-SOUTHWEST OF
 PE0640'A LONE 12-INCH MAPLE TREE, SET IN THE TOP OF A 3-FOOT BY 4-FOOT
 PE0640'BOULDER 2 FEET HIGH.
 PE0640
 PE0640                          STATION RECOVERY (1983)
 PE0640
 PE0640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PE0640'TO REACH THE MARK FROM THE WAR MEMORIAL IN HERMON, GO WEST ON U.S.
 PE0640'HIGHWAY 2 FOR 3.7 KM (2.3 MI) TO A SIDE ROAD LEFT. TURN LEFT AND GO
 PE0640'SOUTH ON A PAVED ROAD FOR4.4 KM (2.75 MI) TO A T-ROAD. TURN LEFT AND
 PE0640'GO SOUTHEAST ON A PAVED ROAD FOR 1.1 KM (0.7 MI) TO A SIDE ROAD LEFT,
 PE0640'JUST AFTER CROSSING OVER I-95. TURN LEFT AND GO LEFT EAST ON A DIRT
 PE0640'ROAD FOR 1.3 KM (0.8 MI) TO WHERE THE ROAD TURNS SOUTH. GO SOUTH ON
 PE0640'THE DIRT ROAD FOR (325.0 FT) WEST-NORTHWEST OF THE CENTER OF A DIRT
 PE0640'ROAD, 16.8 METERS (55.0 FT) WEST OF A LONE 18-INCH ELM TREE AND 9.4
 PE0640'METERS (31.0 FT) SOUTHWEST OF A EAST-WEST FENCELINE. THE BOULDER IS 3
 PE0640'BY 3 FOOT AND PROJECTS 30 CM (12 INCHES).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0639 ***********************************************************************
 PE0639  DESIGNATION -  PATT RM 2
 PE0639  PID         -  PE0639
 PE0639  STATE/COUNTY-  ME/PENOBSCOT
 PE0639  USGS QUAD   -  HERMON (1978)
 PE0639
 PE0639                         *CURRENT SURVEY CONTROL
 PE0639  ___________________________________________________________________
 PE0639* NAD 83(1986)-  44 45 43.     (N)    068 56 03.     (W)     SCALED    
 PE0639* NAVD 88     -        86.843  (meters)     284.92   (feet)  ADJUSTED  
 PE0639  ___________________________________________________________________
 PE0639  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 PE0639  DYNAMIC HT  -          86.839 (meters)     284.90  (feet)  COMP
 PE0639  MODELED GRAV-     980,571.9   (mgal)                       NAVD 88
 PE0639
 PE0639  VERT ORDER  -  SECOND    CLASS 0
 PE0639
 PE0639.The horizontal coordinates were scaled from a topographic map and have
 PE0639.an estimated accuracy of +/- 6 seconds.
 PE0639
 PE0639.The orthometric height was determined by differential leveling
 PE0639.and adjusted by the National Geodetic Survey in June 1991..
 PE0639
 PE0639.The geoid height was determined by GEOID03.
 PE0639
 PE0639.The dynamic height is computed by dividing the NAVD 88
 PE0639.geopotential number by the normal gravity value computed on the
 PE0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0639.degrees latitude (g = 980.6199 gals.).
 PE0639
 PE0639.The modeled gravity was interpolated from observed gravity values.
 PE0639
 PE0639;                    North         East    Units  Estimated Accuracy
 PE0639;SPC ME E     -   121,780.      265,630.      MT  (+/- 180 meters Scaled)
 PE0639
 PE0639                          SUPERSEDED SURVEY CONTROL
 PE0639
 PE0639  NGVD 29 (??/??/92)   87.056  (m)          285.62   (f) ADJ UNCH    2 0
 PE0639
 PE0639.Superseded values are not recommended for survey control.
 PE0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0639.See file dsdata.txt to determine how the superseded data were derived.
 PE0639
 PE0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK052565(NAD 83)
 PE0639_MARKER: DR = REFERENCE MARK DISK
 PE0639_SETTING: 80 = SET IN A BOULDER
 PE0639_SP_SET: BOULDER
 PE0639_STAMPING: PATT NO 2 1958
 PE0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0639+STABILITY: SURFACE MOTION
 PE0639
 PE0639  HISTORY     - Date     Condition        Report By
 PE0639  HISTORY     - 1958     MONUMENTED       CGS
 PE0639  HISTORY     - 1983     POOR             NGS
 PE0639
 PE0639                          STATION DESCRIPTION
 PE0639
 PE0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0639'5.2 MI SW FROM NORTHERN MAINE JUNCTION.
 PE0639'1.8 MILES WEST ALONG THE MAINE CENTRAL RAILROAD FROM THE STATION
 PE0639'AT NORTHERN MAINE JUNCTION, THENCE 3.2 MILES SOUTHWEST ALONG
 PE0639'BLACKTOP ROAD, THENCE 0.1 MILES SOUTH ALONG BLACKTOP ROAD TO
 PE0639'DRIVE WEST TO A HOUSE, THENCE 0.05 MILES SOUTHWEST ACROSS A FIELD,
 PE0639'370.5 FEET SOUTHWEST OF THE CENTER LINE OF THE JUNCTION OF THE
 PE0639'DRIVE, 318 FEET WEST OF THE CENTER LINE OF THE ROAD, 84.7 FEET
 PE0639'WEST OF A 3-WAY FENCE CORNER, 95 FEET WEST-NORTHWEST OF A LONE
 PE0639'12-INCH MAPLE TREE, SET IN THE TOP OF A 2-FOOT BY 3 FOOT BOULDER
 PE0639'1 FOOT HIGH.
 PE0639
 PE0639                          STATION RECOVERY (1983)
 PE0639
 PE0639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PE0639'THE MARK WAS FOUND SLIGHTLY TILTED, PROBABLY HIT BY FARM MACHINERY.
 PE0639'TO REACH THE MARK FROM THE WAR MEMORIAL IN HERMON, GO WEST ON U.S.
 PE0639'HIGHWAY 2 FOR 3.7 KM (2.3 MI) TO A SIDE ROAD LEFT. TURN LEFT AND GO
 PE0639'SOUTH ON A PAVED ROAD FOR 4.4 KM (2.75 MI) TO A T-ROAD. TURN LEFT AND
 PE0639'GO SOUTHEAST ON A PAVED ROAD FOR 1.1 KM (0.7 MI) TO A SIDE. ROAD
 PE0639'LEFT, JUST AFTER CROSSING OVER I-95. TURN LEFT AND GO EAST ON A DIRT
 PE0639'ROAD FOR 1.3 KM (0.8 MI) TO WHERE THE ROAD TURNS SOUTH. GO SOUTH ON
 PE0639'THE DIRT ROAD FOR 0.2 KM (0.1 MI) TO THE MARK ON THE RIGHT. IT IS
 PE0639'114.6 METERS (376.0 FT) WEST-NORTHWEST OF THE CENTER OF THE DIRT
 PE0639'ROAD, 29.0 METERS (95.0 FT) WEST-NORTHWEST OF A LONE 18-INCH ELM TREE
 PE0639'AND 0.9 METERS (3.0 FT) NORTHEAST OF A EAST-WEST FENCELINE. THE
 PE0639'BOULDER IS 2 BY 2 FOOT AND PROJECTS 30 CM (12-INCHES).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1388 ***********************************************************************
 QG1388  DESIGNATION -  PATTEN
 QG1388  PID         -  QG1388
 QG1388  STATE/COUNTY-  ME/PENOBSCOT
 QG1388  USGS QUAD   -  PATTEN (1989)
 QG1388
 QG1388                         *CURRENT SURVEY CONTROL
 QG1388  ___________________________________________________________________
 QG1388* NAD 83(1996)-  45 57 14.84992(N)    068 27 08.71891(W)     ADJUSTED  
 QG1388* NAVD 88     -       239.79   (+/-2cm)     786.7    (feet)  VERTCON   
 QG1388  ___________________________________________________________________
 QG1388  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 QG1388  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 QG1388
 QG1388  HORZ ORDER  -  FIRST
 QG1388  VERT ORDER  -  THIRD ? (See Below)
 QG1388
 QG1388.The horizontal coordinates were established by classical geodetic methods
 QG1388.and adjusted by the National Geodetic Survey in March 1998..
 QG1388
 QG1388.The NAVD 88 height was computed by applying the VERTCON shift value to
 QG1388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QG1388.The vertical order pertains to the NGVD 29 superseded value.
 QG1388
 QG1388.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1388
 QG1388.The geoid height was determined by GEOID03.
 QG1388
 QG1388;                    North         East     Units Scale Factor Converg.
 QG1388;SPC ME E     -   254,176.518   303,688.231   MT  0.99990017   +0 02 03.1
 QG1388;UTM  19      - 5,089,096.238   542,435.244   MT  0.99962214   +0 23 36.9
 QG1388
 QG1388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1388!SPC ME E     -   0.99996618  x   0.99990017  =   0.99986635
 QG1388!UTM  19      -   0.99996618  x   0.99962214  =   0.99958833
 QG1388
 QG1388:                Primary Azimuth Mark                     Grid Az
 QG1388:SPC ME E     -  PATTEN AZ MK                             003 13 17.9
 QG1388:UTM  19      -  PATTEN AZ MK                             002 51 44.1
 QG1388
 QG1388|---------------------------------------------------------------------|
 QG1388| PID    Reference Object                     Distance      Geod. Az  |
 QG1388|                                                           dddmmss.s |
 QG1388| CE9436 PATTEN AZ MK                                       0031521.0 |
 QG1388| CE9437 PATTEN RM 1                           8.202 METERS 01329     |
 QG1388| CE9438 PATTEN RM 2                          15.260 METERS 09306     |
 QG1388|---------------------------------------------------------------------|
 QG1388
 QG1388                          SUPERSEDED SURVEY CONTROL
 QG1388
 QG1388  NAD 83(1992)-  45 57 14.84721(N)    068 27 08.71505(W) AD(       ) 1
 QG1388  NAD 83(1986)-  45 57 14.85173(N)    068 27 08.72847(W) AD(       ) 1
 QG1388  NAD 27      -  45 57 14.66800(N)    068 27 10.61900(W) AD(       ) 1
 QG1388  NGVD 29 (07/19/86)  239.96   (m)          787.3    (f) LEVELING    3  
 QG1388
 QG1388.Superseded values are not recommended for survey control.
 QG1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1388.See file dsdata.txt to determine how the superseded data were derived.
 QG1388
 QG1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL4243589096(NAD 83)
 QG1388
 QG1388  HISTORY     - Date     Condition        Report By
 QG1388  HISTORY     - 1941     MONUMENTED       CGS
 QG1388
 QG1388                          STATION DESCRIPTION
 QG1388
 QG1388'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 QG1388'STATION IS SITUATED ABOUT 3 MILES S OF THE VILLAGE OF PATTEN AND
 QG1388'5 MILES N OF SHERMAN MILLS RAILWAY STATION.  IT IS ABOUT 20 FEET
 QG1388'W OF THE PATTEN-SHERMAN MILLS HIGHWAY ON THE SUMMIT OF A
 QG1388'CLEARED HILL.  IT IS ABOUT 18 FEET NORTHERLY FROM HIGH TENSION
 QG1388'POLE NO. 1258.  MARK IS A STANDARD U.S. GEOLOGICAL SURVEY
 QG1388'BENCH MARK WEDGED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 QG1388'
 QG1388'REFERENCE MARK NO. 1 IS A STANDARD U.S.C. AND G.S. DISK SET
 QG1388'IN OUTCROPPING BEDROCK.  IT IS STAMPED PATTEN USGS NO. 1 1941.  IT
 QG1388'IS ABOUT 21 FEET WESTERLY FROM THE CENTER LINE OF HIGHWAY ON THE
 QG1388'EDGE OF A PLOWED FIELD.
 QG1388'
 QG1388'REFERENCE MARK NO. 2 IS A STANDARD U.S.C. AND G.S. DISK SET
 QG1388'IN A CONCRETE MONUMENT.  IT IS STAMPED PATTEN USGS NO. 2 1941.  IT
 QG1388'IS ABOUT 21 FEET EASTERLY OF THE CENTER LINE OF THE HIGHWAY
 QG1388'AND 23 FEET NORTHERLY OF A TELEGRAPH POLE.
 QG1388'
 QG1388'AZIMUTH MARK IS A STANDARD U.S.C. AND G.S. DISK, STAMPED
 QG1388'PATTEN 1941, SET IN A CONCRETE MONUMENT.  IT IS LOCATED 0.3
 QG1388'MILE N OF STATION ON THE W SIDE OF HIGHWAY UNDER A LARGE TREE
 QG1388'JUST S OF DRIVEWAY TO OLD FARMHOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1384 ***********************************************************************
 QG1384  DESIGNATION -  PATTEN NE BASE
 QG1384  PID         -  QG1384
 QG1384  STATE/COUNTY-  ME/AROOSTOOK
 QG1384  USGS QUAD   -  CRYSTAL (1989)
 QG1384
 QG1384                         *CURRENT SURVEY CONTROL
 QG1384  ___________________________________________________________________
 QG1384* NAD 83(1996)-  45 59 55.84066(N)    068 19 02.68839(W)     ADJUSTED  
 QG1384* NAVD 88     -       146.6    (meters)     481.     (feet)  VERTCON   
 QG1384  ___________________________________________________________________
 QG1384  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 QG1384  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 QG1384
 QG1384  HORZ ORDER  -  FIRST
 QG1384
 QG1384.The horizontal coordinates were established by classical geodetic methods
 QG1384.and adjusted by the National Geodetic Survey in March 1998..
 QG1384
 QG1384.The NAVD 88 height was computed by applying the VERTCON shift value to
 QG1384.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QG1384
 QG1384.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1384
 QG1384.The geoid height was determined by GEOID03.
 QG1384
 QG1384;                    North         East     Units Scale Factor Converg.
 QG1384;SPC ME E     -   259,161.758   314,142.636   MT  0.99990246   +0 07 52.8
 QG1384;UTM  19      - 5,094,145.602   552,855.315   MT  0.99963434   +0 29 27.6
 QG1384
 QG1384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1384!SPC ME E     -   0.99998077  x   0.99990246  =   0.99988323
 QG1384!UTM  19      -   0.99998077  x   0.99963434  =   0.99961512
 QG1384
 QG1384:                Primary Azimuth Mark                     Grid Az
 QG1384:SPC ME E     -  MAY MTN PUBLIC SERV RAD MAST             059 14 48.7
 QG1384:UTM  19      -  MAY MTN PUBLIC SERV RAD MAST             058 53 13.9
 QG1384
 QG1384|---------------------------------------------------------------------|
 QG1384| PID    Reference Object                     Distance      Geod. Az  |
 QG1384|                                                           dddmmss.s |
 QG1384| RF0710 MAY MTN PUBLIC SERV RAD MAST        APPROX. 6.0 KM 0592241.5 |
 QG1384| RF0709 MAY MTN MAINE FOREST SERV MAST      APPROX. 6.0 KM 0592917.8 |
 QG1384| QG0178 BELVEDERE                           APPROX. 1.7 KM 0984043.0 |
 QG1384| CE9430 PATTEN NE BASE RM 1                  18.883 METERS 12629     |
 QG1384| CE9431 PATTEN NE BASE RM 2                  19.853 METERS 21507     |
 QG1384| RF0714 MT CHASE FIRE TOWER                 APPROX.17.4 KM 3143205.2 |
 QG1384| CE9429 PATTEN NE BASE AZ MK                               3385255.5 |
 QG1384|---------------------------------------------------------------------|
 QG1384
 QG1384                          SUPERSEDED SURVEY CONTROL
 QG1384
 QG1384  NAD 83(1992)-  45 59 55.83759(N)    068 19 02.68451(W) AD(       ) 1
 QG1384  NAD 83(1986)-  45 59 55.84238(N)    068 19 02.69883(W) AD(       ) 1
 QG1384  NAD 27      -  45 59 55.65500(N)    068 19 04.60400(W) AD(       ) 1
 QG1384  NGVD 29 (07/19/86)  146.8    (m)          482.     (f) VERT ANG       
 QG1384
 QG1384.Superseded values are not recommended for survey control.
 QG1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1384.See file dsdata.txt to determine how the superseded data were derived.
 QG1384
 QG1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL5285594146(NAD 83)
 QG1384
 QG1384  HISTORY     - Date     Condition        Report By
 QG1384  HISTORY     - 1941     MONUMENTED       CGS
 QG1384  HISTORY     - 1981     GOOD             MEDT
 QG1384
 QG1384                          STATION DESCRIPTION
 QG1384
 QG1384'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1981 (BJR)
 QG1384'PATTEN NE BASE 1941 RECOVERED GOOD.
 QG1384'
 QG1384'PATTEN NE BASE NO. 1 1941 RECOVERED GOOD.
 QG1384'
 QG1384'PATTEN NE BASE NO. 2 1941 SEARCHED FOR, NOT FOUND.
 QG1384'
 QG1384'AZ PATTEN NE BASE - 1959 SEARCHED FOR, NOT FOUND.
 QG1384'
 QG1384'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2.25 MI.
 QG1384'WESTSOUTHWEST OF ISLAND FALLS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1387 ***********************************************************************
 QG1387  DESIGNATION -  PATTEN SW BASE
 QG1387  PID         -  QG1387
 QG1387  STATE/COUNTY-  ME/AROOSTOOK
 QG1387  USGS QUAD   -  PATTEN (1989)
 QG1387
 QG1387                         *CURRENT SURVEY CONTROL
 QG1387  ___________________________________________________________________
 QG1387* NAD 83(1996)-  45 55 13.46477(N)    068 24 17.91710(W)     ADJUSTED  
 QG1387* NAVD 88     -       151.2    (meters)     496.     (feet)  VERTCON   
 QG1387  ___________________________________________________________________
 QG1387  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 QG1387  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 QG1387
 QG1387  HORZ ORDER  -  FIRST
 QG1387
 QG1387.The horizontal coordinates were established by classical geodetic methods
 QG1387.and adjusted by the National Geodetic Survey in March 1998..
 QG1387
 QG1387.The NAVD 88 height was computed by applying the VERTCON shift value to
 QG1387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QG1387
 QG1387.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1387
 QG1387.The geoid height was determined by GEOID03.
 QG1387
 QG1387;                    North         East     Units Scale Factor Converg.
 QG1387;SPC ME E     -   250,432.413   307,370.607   MT  0.99990067   +0 04 05.7
 QG1387;UTM  19      - 5,085,376.327   546,140.003   MT  0.99962617   +0 25 38.8
 QG1387
 QG1387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1387!SPC ME E     -   0.99998006  x   0.99990067  =   0.99988073
 QG1387!UTM  19      -   0.99998006  x   0.99962617  =   0.99960624
 QG1387
 QG1387|---------------------------------------------------------------------|
 QG1387| PID    Reference Object                     Distance      Geod. Az  |
 QG1387|                                                           dddmmss.s |
 QG1387| CE9433 PATTEN SW BASE RM 1                  25.110 METERS 13557     |
 QG1387| CE9434 PATTEN SW BASE RM 2                  45.524 METERS 21502     |
 QG1387| QG0023 K 12 RESET                                         2182252.6 |
 QG1387| CE9435 PATTEN SW BASE AZ MK                               2194104.6 |
 QG1387|---------------------------------------------------------------------|
 QG1387
 QG1387                          SUPERSEDED SURVEY CONTROL
 QG1387
 QG1387  NAD 83(1992)-  45 55 13.46183(N)    068 24 17.91311(W) AD(       ) 1
 QG1387  NAD 83(1986)-  45 55 13.46663(N)    068 24 17.92701(W) AD(       ) 1
 QG1387  NAD 27      -  45 55 13.28100(N)    068 24 19.82700(W) AD(       ) 1
 QG1387  NGVD 29 (07/19/86)  151.4    (m)          497.     (f) VERT ANG       
 QG1387
 QG1387.Superseded values are not recommended for survey control.
 QG1387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1387.See file dsdata.txt to determine how the superseded data were derived.
 QG1387
 QG1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL4614085376(NAD 83)
 QG1387_MARKER: DS = TRIANGULATION STATION DISK
 QG1387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG1387
 QG1387  HISTORY     - Date     Condition        Report By
 QG1387  HISTORY     - 1941     MONUMENTED       CGS
 QG1387  HISTORY     - 1959     GOOD             CGS
 QG1387  HISTORY     - 1981     GOOD             MEDT
 QG1387
 QG1387                          STATION DESCRIPTION
 QG1387
 QG1387'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 QG1387'STATION IS LOCATED ON THE RIGHT-OF-WAY OF THE BANGOR-AROOSTOOK
 QG1387'RAILROAD, ABOUT 1.5 MILES NE OF SHERMAN STATION, ABOUT 0.5 MILE
 QG1387'NE OF THE YARD LIMIT SIGN, 11.5 RAILS NE OF THE FIRST RAILROAD
 QG1387'SEMAPHORE NE OF SHERMAN STATION, 36.9 FEET SE OF THE SE RAIL, 7
 QG1387'FEET INSIDE THE RIGHT-OF-WAY FENCE, AND ON THE OPPOSITE SIDE OF
 QG1387'THE TRACK FROM ABOUT THE CENTER OF BROAD SNOW FENCE.  STATION IS
 QG1387'ON A BANK ABOUT 5 FEET HIGHER THAN THE TRACK.
 QG1387'
 QG1387'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 QG1387'CONCRETE.
 QG1387'
 QG1387'STATION AND REFERENCE MARKS ARE STAMPED PATTEN SW BASE 1941.
 QG1387'
 QG1387'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 QG1387'HOLE IN A FLAT BOULDER IN A CLEARING TO E OF STATION.
 QG1387'
 QG1387'REFERENCE MARK NO.2 IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 QG1387'HOLE IN A BOULDER, WHICH EXTENDS ABOUT 18 INCHES ABOVE THE
 QG1387'GROUND.  IT IS ALONG THE FENCE LINE SW OF STATION, 2 FEET INSIDE
 QG1387'RIGHT-OF-WAY FENCE, AND 44.6 FEET SE OF SE RAIL.
 QG1387'
 QG1387'AZIMUTH MARK IS A STANDARD U.S.C.S. AND G.S. BENCH MARK, STAMPED
 QG1387'K 12, RESET 1929.  IT IS 6 RAILS NE OF A SWITCH TO THE NW, 49
 QG1387'RAILS SW OF THE STATION, ABOUT 30 FEET SE OF THE CENTER OF TRACK,
 QG1387'AND 12 FEET INSIDE SE RIGHT-OF-WAY FENCE LINE.  DISK IS SET IN A
 QG1387'PRECAST CONCRETE MONUMENT ABOUT 8 INCHES SQUARE AT TOP AND
 QG1387'PROTRUDING ABOUT 8 INCHES ABOVE GROUND.
 QG1387
 QG1387                          STATION RECOVERY (1959)
 QG1387
 QG1387'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (HRL)
 QG1387'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE
 QG1387'IN GOOD CONDITION.  BENCH MARK K 12 RESET 1929 WHICH WAS USED AS
 QG1387'AZIMUTH MARK IS NO LONGER VISIBLE SO AN AZIMUTH MARK WAS
 QG1387'ESTABLISHED.  THE MARK IS 49 FEET NORTHWEST OF THE NORTHWEST
 QG1387'RAIL OF TRACKS, 26 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF A
 QG1387'BRANCH TRACK AND 1.5 FEET NORTHEAST OF WITNESS POST.  THE MARK
 QG1387'IS A STANDARD REFERENCE DISK CEMENTED FLUSH IN THE TOP OF A 4
 QG1387'INCH PIPE WHICH PROJECTS ABOUT 6 INCHES AND THE DISK IS
 QG1387'STAMPED PATTEN SW BASE AZI 1959.  TO REACH AZIMUTH MARK FROM
 QG1387'STATION GO SOUTHWEST ALONG TRACKS FOR ABOUT 0.7 MILE TO
 QG1387'THE MARK ON RIGHT AS DESCRIBED.
 QG1387'
 QG1387'A DIFFERENCE WAS FOUND IN THE DISTANCE TO THE REFERENCE MARKS.  ALL
 QG1387'ALL OTHER DISTANCES AND DIRECTIONS CHECKED.  ORIGINAL DESCRIPTION
 QG1387'IS ADEQUATE.
 QG1387'
 QG1387'1959 OBSERVATIONS TAKEN FROM A 77 FOOT TOWER.
 QG1387
 QG1387                          STATION RECOVERY (1981)
 QG1387
 QG1387'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1981 (BJR)
 QG1387'PATTEN SW BASE 1941 IN GOOD CONDITION.
 QG1387'
 QG1387'RM NO. 1 - 1941 RECOVERED GOOD.
 QG1387'
 QG1387'RM NO. 2 - 1941 RECOVERED GOOD.
 QG1387'
 QG1387'AZ - 1959 PATTEN SW BASE RECOVERED GOOD.
 QG1387'
 QG1387'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1.5 MI. NORTHEAST OF
 QG1387'SHERMAN STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1925 ***********************************************************************
 PE1925  DESIGNATION -  PATTENS BAY WHITE HOUSE E CHIM
 PE1925  PID         -  PE1925
 PE1925  STATE/COUNTY-  ME/HANCOCK
 PE1925  USGS QUAD   -  NEWBURY NECK (1981)
 PE1925
 PE1925                         *CURRENT SURVEY CONTROL
 PE1925  ___________________________________________________________________
 PE1925* NAD 83(1996)-  44 29 32.50327(N)    068 27 34.62598(W)     ADJUSTED  
 PE1925* NAVD 88     -                                                        
 PE1925  ___________________________________________________________________
 PE1925  LAPLACE CORR-           6.66  (seconds)                    DEFLEC99
 PE1925  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 PE1925
 PE1925  HORZ ORDER  -  THIRD
 PE1925
 PE1925.The horizontal coordinates were established by classical geodetic methods
 PE1925.and adjusted by the National Geodetic Survey in March 1998..
 PE1925
 PE1925
 PE1925.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1925
 PE1925.The geoid height was determined by GEOID03.
 PE1925
 PE1925;                    North         East     Units Scale Factor Converg.
 PE1925;SPC ME E     -    91,737.763   303,211.635   MT  0.99990013   +0 01 41.9
 PE1925;UTM  19      - 4,926,702.766   542,964.748   MT  0.99962270   +0 22 43.4
 PE1925
 PE1925                          SUPERSEDED SURVEY CONTROL
 PE1925
 PE1925  NAD 83(1992)-  44 29 32.49170(N)    068 27 34.61082(W) AD(       ) 4
 PE1925  NAD 83(1986)-  44 29 32.49095(N)    068 27 34.61365(W) AD(       ) 4
 PE1925  NAD 27      -  44 29 32.19000(N)    068 27 36.56000(W) AD(       ) 3
 PE1925
 PE1925.Superseded values are not recommended for survey control.
 PE1925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1925.See file dsdata.txt to determine how the superseded data were derived.
 PE1925
 PE1925_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK4296526703(NAD 83)
 PE1925
 PE1925  HISTORY     - Date     Condition        Report By
 PE1925  HISTORY     - UNK      MONUMENTED
 PE1925  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE1925  HISTORY     - 1945     SEE DESCRIPTION  CGS
 PE1925
 PE1925                          STATION DESCRIPTION
 PE1925
 PE1925'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1925'THE STATION IS LOST.
 PE1925
 PE1925                          STATION RECOVERY (1945)
 PE1925
 PE1925'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (FLP)
 PE1925'THE STATION IS LOST.  THE HOUSE NOW IN ITS PLOTTED POSITION WAS
 PE1925'BUILT AROUND 1870 ACCORDING TO INFORMATION FROM ITS OWNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2257 ***********************************************************************
 PE2257  DESIGNATION -  PATTERSON
 PE2257  PID         -  PE2257
 PE2257  STATE/COUNTY-  ME/WALDO
 PE2257  USGS QUAD   -  LINCOLNVILLE (1973)
 PE2257
 PE2257                         *CURRENT SURVEY CONTROL
 PE2257  ___________________________________________________________________
 PE2257* NAD 83(1996)-  44 22 18.39566(N)    069 03 16.59297(W)     ADJUSTED  
 PE2257* NAVD 88     -        59.     (meters)     194.     (feet)  SCALED    
 PE2257  ___________________________________________________________________
 PE2257  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 PE2257  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 PE2257
 PE2257  HORZ ORDER  -  THIRD
 PE2257
 PE2257.The horizontal coordinates were established by classical geodetic methods
 PE2257.and adjusted by the National Geodetic Survey in March 1998..
 PE2257
 PE2257.The orthometric height was scaled from a topographic map.
 PE2257
 PE2257.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2257
 PE2257.The geoid height was determined by GEOID03.
 PE2257
 PE2257;                    North         East     Units Scale Factor Converg.
 PE2257;SPC ME E     -    78,488.374   255,800.022   MT  0.99992402   -0 23 16.3
 PE2257;UTM  19      - 4,913,168.045   495,649.191   MT  0.99960023   -0 02 17.5
 PE2257
 PE2257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2257!SPC ME E     -   0.99999472  x   0.99992402  =   0.99991874
 PE2257!UTM  19      -   0.99999472  x   0.99960023  =   0.99959495
 PE2257
 PE2257:                Primary Azimuth Mark                     Grid Az
 PE2257:SPC ME E     -  DEER ISLE                                118 23 42.8
 PE2257:UTM  19      -  DEER ISLE                                118 02 44.0
 PE2257
 PE2257|---------------------------------------------------------------------|
 PE2257| PID    Reference Object                     Distance      Geod. Az  |
 PE2257|                                                           dddmmss.s |
 PE2257| PE2044 DEER ISLE                           APPROX.34.9 KM 1180026.5 |
 PE2257|---------------------------------------------------------------------|
 PE2257
 PE2257                          SUPERSEDED SURVEY CONTROL
 PE2257
 PE2257  NAD 83(1992)-  44 22 18.40064(N)    069 03 16.57047(W) AD(       ) 3
 PE2257  NAD 83(1986)-  44 22 18.40723(N)    069 03 16.57093(W) AD(       ) 3
 PE2257  NAD 27      -  44 22 15.12000(N)    069 03 18.44000(W) AD(       ) 3
 PE2257
 PE2257.Superseded values are not recommended for survey control.
 PE2257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2257.See file dsdata.txt to determine how the superseded data were derived.
 PE2257
 PE2257_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK9564913168(NAD 83)
 PE2257
 PE2257  HISTORY     - Date     Condition        Report By
 PE2257  HISTORY     - UNK      MONUMENTED
 PE2257  HISTORY     - 1911     SEE DESCRIPTION  CGS
 PE2257
 PE2257                          STATION DESCRIPTION
 PE2257
 PE2257'DESCRIBED BY COAST AND GEODETIC SURVEY 1911
 PE2257'STATION REPORTED LOST IN 1911.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1587 ***********************************************************************
 QF1587  DESIGNATION -  PATTERSON IBC
 QF1587  PID         -  QF1587
 QF1587  STATE/COUNTY-  ME/WASHINGTON
 QF1587  USGS QUAD   -  LAMBERT LAKE (1988)
 QF1587
 QF1587                         *CURRENT SURVEY CONTROL
 QF1587  ___________________________________________________________________
 QF1587* NAD 83(1996)-  45 36 51.51854(N)    067 36 48.45851(W)     ADJUSTED  
 QF1587* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 QF1587  ___________________________________________________________________
 QF1587  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 QF1587  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 QF1587
 QF1587  HORZ ORDER  -  THIRD
 QF1587
 QF1587.The horizontal coordinates were established by classical geodetic methods
 QF1587.and adjusted by the National Geodetic Survey in March 1998..
 QF1587
 QF1587.The orthometric height was scaled from a topographic map.
 QF1587
 QF1587.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1587
 QF1587.The geoid height was determined by GEOID03.
 QF1587
 QF1587;                    North         East     Units Scale Factor Converg.
 QF1587;SPC ME E     -   216,792.121   369,142.876   MT  0.99995876   +0 38 00.9
 QF1587;UTM  19      - 5,052,131.117   608,106.252   MT  0.99974368   +0 59 27.5
 QF1587
 QF1587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1587!SPC ME E     -   0.99998541  x   0.99995876  =   0.99994417
 QF1587!UTM  19      -   0.99998541  x   0.99974368  =   0.99972910
 QF1587
 QF1587:                Primary Azimuth Mark                     Grid Az
 QF1587:SPC ME E     -  REFERENCE MON 93=BIRCH IS                289 24 30.0
 QF1587:UTM  19      -  REFERENCE MON 93=BIRCH IS                289 03 03.4
 QF1587
 QF1587|---------------------------------------------------------------------|
 QF1587| PID    Reference Object                     Distance      Geod. Az  |
 QF1587|                                                           dddmmss.s |
 QF1587| QF1598 REFERENCE MON 93=BIRCH IS           APPROX. 1.6 KM 2900230.9 |
 QF1587|---------------------------------------------------------------------|
 QF1587
 QF1587                          SUPERSEDED SURVEY CONTROL
 QF1587
 QF1587  NAD 83(1992)-  45 36 51.51489(N)    067 36 48.45594(W) AD(       ) 3
 QF1587  NAD 83(1986)-  45 36 51.51806(N)    067 36 48.46759(W) AD(       ) 3
 QF1587  NAD 27      -  45 36 51.29528(N)    067 36 50.46354(W) AD(       ) 3
 QF1587
 QF1587.Superseded values are not recommended for survey control.
 QF1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1587.See file dsdata.txt to determine how the superseded data were derived.
 QF1587
 QF1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL0810652131(NAD 83)
 QF1587_MARKER: DD = SURVEY DISK
 QF1587_SETTING: 80 = SET IN A BOULDER
 QF1587_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF1587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1587+STABILITY: SURFACE MOTION
 QF1587
 QF1587  HISTORY     - Date     Condition        Report By
 QF1587  HISTORY     - 1912     MONUMENTED       IBC
 QF1587  HISTORY     - 1955     GOOD             IBC
 QF1587
 QF1587                          STATION DESCRIPTION
 QF1587
 QF1587'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (AJB)
 QF1587'ON THE E SHORE OF SPEDNIK LAKE, 1 MILE BELOW BIRCH ISLAND BROOK, 1/2
 QF1587'MILE ABOVE NORWAY POINT, BESIDE A LOGGING ROAD 240 METERS ABOVE
 QF1587'PATTERSONS LUMBER CAMP.  IT IS ON THE CENTRAL OF THREE UNSTABLE
 QF1587'ROCKS, 20 FEET OUTSIDE THE TIMBER, ABOUT THE CENTER OF A ROUNDING
 QF1587'POINT 200 FEET LONG.  THIS ROCK IS A TRIANGULAR PYRAMID IN SHAPE, 4
 QF1587'FEET ON A SIDE, 3 FEET HIGH, AND SLIGHTLY TILTED.
 QF1587'
 QF1587'STATION MARK IS A BRONZE US AND CB STATION DISK SET IN A DRILL HOLE
 QF1587'IN THE BOULDER.
 QF1587'
 QF1587'THE UPSTREAM REFERENCE MARK, A CROSS WITHIN A TRIANGLE CUT IN A
 QF1587'BOULDER WHICH HAS FALLEN TOWARD THE LAKE, IS NOW 3.42 FEET DISTANT.
 QF1587'A SIMILAR REFERENCE MARK IS IN A ROCK 4.20 FEET DOWNSTREAM.
 QF1587
 QF1587                          STATION RECOVERY (1955)
 QF1587
 QF1587'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1587'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2116 ***********************************************************************
 OC2116  DESIGNATION -  PAUL
 OC2116  PID         -  OC2116
 OC2116  STATE/COUNTY-  ME/YORK
 OC2116  USGS QUAD   -  NORTH BERWICK (1973)
 OC2116
 OC2116                         *CURRENT SURVEY CONTROL
 OC2116  ___________________________________________________________________
 OC2116* NAD 83(1996)-  43 16 05.06645(N)    070 44 40.72776(W)     ADJUSTED  
 OC2116* NAVD 88     -        83.5    (meters)     274.     (feet)  VERTCON   
 OC2116  ___________________________________________________________________
 OC2116  LAPLACE CORR-           3.46  (seconds)                    DEFLEC99
 OC2116  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 OC2116
 OC2116  HORZ ORDER  -  FIRST
 OC2116
 OC2116.The horizontal coordinates were established by classical geodetic methods
 OC2116.and adjusted by the National Geodetic Survey in March 1998..
 OC2116
 OC2116.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2116
 OC2116.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2116
 OC2116.The geoid height was determined by GEOID03.
 OC2116
 OC2116;                    North         East     Units Scale Factor Converg.
 OC2116;SPC ME W     -    48,457.569   853,077.876   MT  0.99999374   -0 23 46.2
 OC2116;UTM  19      - 4,792,062.383   358,415.143   MT  0.99984660   -1 11 45.6
 OC2116
 OC2116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2116!SPC ME W     -   0.99999108  x   0.99999374  =   0.99998482
 OC2116!UTM  19      -   0.99999108  x   0.99984660  =   0.99983769
 OC2116
 OC2116|---------------------------------------------------------------------|
 OC2116| PID    Reference Object                     Distance      Geod. Az  |
 OC2116|                                                           dddmmss.s |
 OC2116| CE8364 PAUL RM 1                            22.149 METERS 12047     |
 OC2116| CE8365 PAUL RM 2                            20.264 METERS 23641     |
 OC2116| OC0348 M 157                               APPROX. 1.3 KM 3254348.3 |
 OC2116| OC2554 SLIM                                APPROX. 1.3 KM 3320159.3 |
 OC2116|---------------------------------------------------------------------|
 OC2116
 OC2116                          SUPERSEDED SURVEY CONTROL
 OC2116
 OC2116  NAD 83(1992)-  43 16 05.06507(N)    070 44 40.72816(W) AD(       ) 1
 OC2116  NAD 83(1986)-  43 16 05.06975(N)    070 44 40.73478(W) AD(       ) 1
 OC2116  NAD 27      -  43 16 04.76173(N)    070 44 42.53426(W) AD(       ) 1
 OC2116  NGVD 29 (07/19/86)   83.7    (m)          275.     (f) VERT ANG       
 OC2116
 OC2116.Superseded values are not recommended for survey control.
 OC2116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2116.See file dsdata.txt to determine how the superseded data were derived.
 OC2116
 OC2116_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH5841592062(NAD 83)
 OC2116_MARKER: DS = TRIANGULATION STATION DISK
 OC2116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC2116_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC2116
 OC2116  HISTORY     - Date     Condition        Report By
 OC2116  HISTORY     - 1976     MONUMENTED       NGS
 OC2116
 OC2116                          STATION DESCRIPTION
 OC2116
 OC2116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2116'THE STATION IS LOCATED ON GREAT HILL, ABOUT 6 MILES EAST
 OC2116'OF BERWICK, 2.5 MILES SOUTH OF NORTH BERWICK AND 4.5
 OC2116'MILES NORTHWEST OF MOUNT AGAMENTICUS.
 OC2116'
 OC2116'TO REACH THE STATION FROM THE SOUTHERLY JUNCTION OF
 OC2116'STATE ROUTES 4 AND 9 IN NORTH BERWICK GO SOUTHERLY ON
 OC2116'STATE ROUTE 4 FOR 1.95 MILES TO A SIDE ROAD LEFT, TURN LEFT
 OC2116'AND GO SOUTHEAST FOLLOWING KNIGHTS POND ROAD FOR 0.85 MILE
 OC2116'TO THE JUNCTION WITH HOOPER SANDS ROAD.  KEEP LEFT, GO
 OC2116'SOUTHEAST FOLLOWING HOOPER SANDS ROAD FOR 0.20 MILE TO A SIDE
 OC2116'ROAD LEFT. TURN LEFT, GO NORTHEAST ON ASPHALT ROAD FOR 0.05
 OC2116'MILE TO MR.HUSSYS RESIDENCE ON THE LEFT, TURN LEFT AND GO O
 OC2116'IN A NORTHERLY DIRECTION ACROSS THE PASTURE TO THE TOP OF THE
 OC2116'HILL AND THE STATION NEAR A STONE WALL.
 OC2116'
 OC2116'THE STATION MARK IS A STANDARD TRIANGULATION DISK SET
 OC2116'IN THE TOP OF A 12-INCHES CYLINDRICAL CONCRETE POST WHICH
 OC2116'IS SET FLUSH WITH THE GROUND SURFACE.  THE SUBSURFACE
 OC2116'STATION MARK IS A STANDARD TRIANGULATION DISK SET
 OC2116'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE WHICH IS
 OC2116'ABOUT 40 INCHES BELOW THE GROUND SURFACE .  BOTH MARKS
 OC2116'ARE STAMPED --PAUL 1975--.  IT IS 23.0 FEET SOUTH-SOUTHWEST
 OC2116'OF THE INTERSECTION OF A BARBED WIRE FENCE AND A STONE WALL
 OC2116'AND 31.8 FEET EAST OF A TRIANGLE BLAZED 14-INCH TWIN OAK TREE.
 OC2116'
 OC2116'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK STAMPED--PAUL
 OC2116'NO 1 1975--SET IN THE TOP OF A CYLINDRICAL CONCRETE POST WHICH
 OC2116'PROJECTS ABOUT 6-INCHES.  IT IS 1.5 FEET WEST-SOUTHWEST OF A
 OC2116'METAL WITNESS POST, 86.5 FEET SOUTH-SOUTHEAST OF THE INTERSECTION
 OC2116'OF A BARBED WIRE FENCE AND A STONE WALL AND 97.0 FEET EAST-SOUTHEAST
 OC2116'OF A TRIANGLE BLAZED 14-INCH TWIN OAK TREE.
 OC2116'
 OC2116'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK STAMPED--PAUL
 OC2116'NO 2 1975--SET IN THE TOP OF A CYLINDRICAL CONCRETE POST WHICH
 OC2116'PROJECTS ABOUT 6 INCHES.  IT IS 2.0 FEET SOUTH-SOUTHEAST OF A
 OC2116'METAL WITNESS POST, 7 FEET EAST OF A 10-INCH TRIPLE OAK TREE,
 OC2116'5-FEET 5 FEET SOUTH-SOUTHEAST OF THE STONE WALL AND 14.5 FEET
 OC2116'SOUTH-SOUTHWEST OF AN 18-INCH OAK TREE.
 OC2116'
 OC2116'STATIONS BM M 157 AND SLIM MEDOT 1975 MAY BE
 OC2116'USED AS AZIMUTH MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0575 ***********************************************************************
 PE0575  DESIGNATION -  PEA
 PE0575  PID         -  PE0575
 PE0575  STATE/COUNTY-  ME/PENOBSCOT
 PE0575  USGS QUAD   -  OLD TOWN (1988)
 PE0575
 PE0575                         *CURRENT SURVEY CONTROL
 PE0575  ___________________________________________________________________
 PE0575* NAD 83(1996)-  44 59 03.15946(N)    068 41 43.02660(W)     ADJUSTED  
 PE0575* NAVD 88     -        65.819  (meters)     215.94   (feet)  ADJUSTED  
 PE0575  ___________________________________________________________________
 PE0575  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 PE0575  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 PE0575  DYNAMIC HT  -          65.818 (meters)     215.94  (feet)  COMP
 PE0575  MODELED GRAV-     980,601.1   (mgal)                       NAVD 88
 PE0575
 PE0575  HORZ ORDER  -  SECOND
 PE0575  VERT ORDER  -  SECOND    CLASS 0
 PE0575
 PE0575.The horizontal coordinates were established by classical geodetic methods
 PE0575.and adjusted by the National Geodetic Survey in March 1998..
 PE0575
 PE0575.The orthometric height was determined by differential leveling
 PE0575.and adjusted by the National Geodetic Survey in June 1991..
 PE0575
 PE0575.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE0575
 PE0575.The geoid height was determined by GEOID03.
 PE0575
 PE0575.The dynamic height is computed by dividing the NAVD 88
 PE0575.geopotential number by the normal gravity value computed on the
 PE0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0575.degrees latitude (g = 980.6199 gals.).
 PE0575
 PE0575.The modeled gravity was interpolated from observed gravity values.
 PE0575
 PE0575;                    North         East     Units Scale Factor Converg.
 PE0575;SPC ME E     -   146,407.589   284,599.694   MT  0.99990292   -0 08 17.0
 PE0575;UTM  19      - 4,981,241.598   524,022.785   MT  0.99960710   +0 12 55.5
 PE0575
 PE0575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE0575!SPC ME E     -   0.99999354  x   0.99990292  =   0.99989646
 PE0575!UTM  19      -   0.99999354  x   0.99960710  =   0.99960064
 PE0575
 PE0575:                Primary Azimuth Mark                     Grid Az
 PE0575:SPC ME E     -  FREESE                                   031 09 08.1
 PE0575:UTM  19      -  FREESE                                   030 47 55.6
 PE0575
 PE0575|---------------------------------------------------------------------|
 PE0575| PID    Reference Object                     Distance      Geod. Az  |
 PE0575|                                                           dddmmss.s |
 PE0575| QG0409 FREESE                              APPROX. 3.8 KM 0310051.1 |
 PE0575| PE0578 DUNPHY                               89.862 METERS 07243     |
 PE0575| PE2147 DUNPHY 1960 PT A                     86.565 METERS 08920     |
 PE0575| PE0574 PEA RM 1                             12.216 METERS 20212     |
 PE0575| PE0576 PEA RM 2                             10.393 METERS 32007     |
 PE0575|---------------------------------------------------------------------|
 PE0575
 PE0575                          SUPERSEDED SURVEY CONTROL
 PE0575
 PE0575  NAD 83(1992)-  44 59 03.15922(N)    068 41 43.02591(W) AD(       ) 2
 PE0575  NAD 83(1986)-  44 59 03.16241(N)    068 41 43.02616(W) AD(       ) 2
 PE0575  NAD 27      -  44 59 02.91550(N)    068 41 44.89980(W) AD(       ) 2
 PE0575  NGVD 29 (??/??/92)   66.027  (m)          216.62   (f) ADJ UNCH    2 0
 PE0575
 PE0575.Superseded values are not recommended for survey control.
 PE0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0575.See file dsdata.txt to determine how the superseded data were derived.
 PE0575
 PE0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK2402381242(NAD 83)
 PE0575_MARKER: DS = TRIANGULATION STATION DISK
 PE0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0575_STAMPING: PEA 1958
 PE0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0575+STABILITY: SURFACE MOTION
 PE0575
 PE0575  HISTORY     - Date     Condition        Report By
 PE0575  HISTORY     - 1958     MONUMENTED       CGS
 PE0575  HISTORY     - 1958     GOOD             CGS
 PE0575  HISTORY     - 1960     SEE DESCRIPTION  CGS
 PE0575  HISTORY     - 1970     SEE DESCRIPTION  NGS
 PE0575  HISTORY     - 1975     SEE DESCRIPTION  LOCENG
 PE0575
 PE0575                          STATION DESCRIPTION
 PE0575
 PE0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 PE0575'STATION IS LOCATED ABOUT 5 MILES NORTH OF STILLWATER AND ABOUT
 PE0575'4-1/2 MILES NORTH NORTHWEST OF OLD TOWN NEAR THE NORTH END OF A
 PE0575'LOW RIDGE AND JUST NORTH OF A GRAVEL PIT.  THE STATION IS 6 FEET
 PE0575'SOUTH OF WITNESS POST AND ON THE EAST EDGE OF RIDGE.  THE MARK
 PE0575'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED PEA 1958.
 PE0575'
 PE0575'REFERENCE MARK NO. 1 IS 6 FEET EAST OF LARGE HOLE IN THE GROUND
 PE0575'AND ON THE WEST EDGE OF RIDGE.  THE MARK IS FLUSH WITH THE GROUND
 PE0575'AND THE DISK IS STAMPED PEA NO 1 1958.
 PE0575'
 PE0575'REFERENCE MARK NO. 2 IS 9 FEET SOUTHEAST OF LARGE HOLE IN THE
 PE0575'GROUND AND ON THE WEST EDGE OF RIDGE.  THE MARK PROJECTS ABOUT
 PE0575'3 INCHES AND THE DISK IS STAMPED PEA NO 2 1958.
 PE0575'
 PE0575'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND STATE
 PE0575'HIGHWAY 43 IN OLD TOWN GO NORTH AND WESTERLY ON STATE HIGHWAY 43
 PE0575'FOR 3.25 MILES TO THE JUNCTION OF STATE HIGHWAY 16.  TURN RIGHT
 PE0575'AND GO NORTH ON STATE HIGHWAY 16 FOR 2.4 MILES TO A FIELD ROAD
 PE0575'LEFT ACROSS THE HIGHWAY FROM A HOUSE PAINTED RED WITH YELLOW
 PE0575'TRIMMING.  TURN LEFT AND FOLLOW FIELD ROAD FOR ABOUT 0.15 MILE
 PE0575'TO TOP OF RIDGE.  BEAR RIGHT ALONG TOP OF RIDGE FOR ABOUT 75
 PE0575'YARDS TO STATION AS DESCRIBED.
 PE0575'
 PE0575'NO SUITABLE LOCATION FOR AN AZIMUTH MARK, BUT THE STACK AND
 PE0575'STEEPLE LISTED ABOVE MAY BE USED.  THE STACK USED IS THE APPARENT
 PE0575'TALLEST AND LARGEST OF THREE GROUPED TOGETHER.
 PE0575'
 PE0575'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 PE0575
 PE0575                          STATION RECOVERY (1958)
 PE0575
 PE0575'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 PE0575'5.2 MI N FROM OLD TOWN.
 PE0575'2.95 MILES NORTHWEST ALONG STATE HIGHWAY 43 FROM ITS JUNCTION
 PE0575'WITH U.S. HIGHWAY 2 AT OLD TOWN, THENCE 2.15 MILES NORTH ALONG
 PE0575'STATE HIGHWAY 16, THENCE 0.05 MILES WEST ALONG TRAIL ROAD TO THE
 PE0575'TOP OF THE RIDGE AND THE JUNCTION OF TRAIL ROADS, THENCE 0.05
 PE0575'MILES NORTH ALONG TRAIL ROAD FOLLOWING ALONG THE TOP OF THE
 PE0575'RIDGE, ABOUT 0.1 MILE SOUTH OF THE JUNCTION OF STATE HIGHWAY 116,
 PE0575'11 FEET EAST OF THE CENTER LINE OF THE TRAIL ROAD, 63 FEET EAST
 PE0575'OF A 12-INCH PINE TREE WITH A TREE HOUSE, 45 FEET NORTHEAST OF
 PE0575'A 10-FOOT BY 3-FOOT DITCH 8 FEET DEEP, 210 FEET NORTH OF THE
 PE0575'JUNCTION OF THE TRAIL ROAD, 43 FEET SOUTHEAST OF THE SOUTHEAST
 PE0575'END OF A 10-FOOT BY 3-FOOT DITCH 8 FEET DEEP, 6 FEET SOUTH OF
 PE0575'A METAL WITNESS POST, ABOUT LEVEL WITH THE TRAIL ROAD, SET IN
 PE0575'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 PE0575
 PE0575                          STATION RECOVERY (1960)
 PE0575
 PE0575'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GLS)
 PE0575'RECOVERED AS DESCRIBED.
 PE0575'
 PE0575'ALL MARKS TO BE DESTROYED IN IMMEDIATE FUTURE.  STATION DUNPHY
 PE0575'ESTABLISHED ACROSS ROAD AS REPLACEMENT.
 PE0575
 PE0575                          STATION RECOVERY (1970)
 PE0575
 PE0575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 PE0575'STATION IS DESTROYED.  THE ENTIRE GRAVEL HILL ON WHICH IT WAS
 PE0575'LOCATED HAS BEEN REMOVED, AND THE STATION MARK AND BOTH REFERENCE
 PE0575'MARKS ARE GONE.
 PE0575'
 PE0575'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PE0575'4-1/2 MILES NNW OF OLD TOWN.
 PE0575
 PE0575                          STATION RECOVERY (1975)
 PE0575
 PE0575'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975 (ET)
 PE0575'ALL MARKS DESTROYED.  IMMEDIATE AREA IS NOW A GRAVEL PIT.
 PE0575'
 PE0575'ALREADY INDICATED IN CONTROL SHEET FOR DUNPHY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0574 ***********************************************************************
 PE0574  DESIGNATION -  PEA RM 1
 PE0574  PID         -  PE0574
 PE0574  STATE/COUNTY-  ME/PENOBSCOT
 PE0574  USGS QUAD   -  OLD TOWN (1988)
 PE0574
 PE0574                         *CURRENT SURVEY CONTROL
 PE0574  ___________________________________________________________________
 PE0574* NAD 83(1986)-  44 59 02.     (N)    068 41 42.     (W)     SCALED    
 PE0574* NAVD 88     -        65.541  (meters)     215.03   (feet)  ADJUSTED  
 PE0574  ___________________________________________________________________
 PE0574  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 PE0574  DYNAMIC HT  -          65.540 (meters)     215.03  (feet)  COMP
 PE0574  MODELED GRAV-     980,601.1   (mgal)                       NAVD 88
 PE0574
 PE0574  VERT ORDER  -  SECOND    CLASS 0
 PE0574
 PE0574.The horizontal coordinates were scaled from a topographic map and have
 PE0574.an estimated accuracy of +/- 6 seconds.
 PE0574
 PE0574.The orthometric height was determined by differential leveling
 PE0574.and adjusted by the National Geodetic Survey in June 1991..
 PE0574
 PE0574.The geoid height was determined by GEOID03.
 PE0574
 PE0574.The dynamic height is computed by dividing the NAVD 88
 PE0574.geopotential number by the normal gravity value computed on the
 PE0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0574.degrees latitude (g = 980.6199 gals.).
 PE0574
 PE0574.The modeled gravity was interpolated from observed gravity values.
 PE0574
 PE0574;                    North         East    Units  Estimated Accuracy
 PE0574;SPC ME E     -   146,370.      284,620.      MT  (+/- 180 meters Scaled)
 PE0574
 PE0574                          SUPERSEDED SURVEY CONTROL
 PE0574
 PE0574  NGVD 29 (??/??/92)   65.749  (m)          215.71   (f) ADJ UNCH    2 0
 PE0574
 PE0574.Superseded values are not recommended for survey control.
 PE0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0574.See file dsdata.txt to determine how the superseded data were derived.
 PE0574
 PE0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK240812(NAD 83)
 PE0574_MARKER: DR = REFERENCE MARK DISK
 PE0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0574_STAMPING: PEA NO 1 1958
 PE0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0574+STABILITY: SURFACE MOTION
 PE0574
 PE0574  HISTORY     - Date     Condition        Report By
 PE0574  HISTORY     - 1958     MONUMENTED       CGS
 PE0574
 PE0574                          STATION DESCRIPTION
 PE0574
 PE0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0574'5.2 MI N FROM OLD TOWN.
 PE0574'2.95 MILES NORTHWEST ALONG STATE HIGHWAY 43 FROM ITS JUNCTION
 PE0574'WITH U.S. HIGHWAY 2 AT OLD TOWN, THENCE 2.15 MILES NORTH ALONG
 PE0574'STATE HIGHWAY 16, THENCE 0.05 MILES WEST ALONG TRAIL ROAD TO THE
 PE0574'TOP OF THE RIDGE AND JUNCTION OF TRAIL ROADS, THENCE 0.05 MILES
 PE0574'NORTH ALONG THE TOP OF THE RIDGE FOLLOWING TRAIL ROAD, ABOUT
 PE0574'0.1 MILES SOUTH OF THE JUNCTION OF STATE HIGHWAY 116, 11 FEET
 PE0574'WEST OF THE CENTER LINE OF THE TRAIL ROAD, 48 FEET SOUTHEAST OF
 PE0574'A PINE TREE WITH A TREE HOUSE, 6 FEET EAST OF THE EAST END OF
 PE0574'A 10-FOOT BY 3-FOOT DITCH 8 FEET DEEP, 177 FEET NORTH OF THE
 PE0574'CENTER LINE OF THE TRAIL ROAD JUNCTION, 40.1 FEET SOUTHWEST OF
 PE0574'TRIANGULATION STATION PEA, 45.8 FEET SOUTH-SOUTHWEST OF A METAL
 PE0574'WITNESS POST, ABOUT LEVEL WITH THE TRAIL ROAD, SET IN THE TOP
 PE0574'OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0576 ***********************************************************************
 PE0576  DESIGNATION -  PEA RM 2
 PE0576  PID         -  PE0576
 PE0576  STATE/COUNTY-  ME/PENOBSCOT
 PE0576  USGS QUAD   -  OLD TOWN (1988)
 PE0576
 PE0576                         *CURRENT SURVEY CONTROL
 PE0576  ___________________________________________________________________
 PE0576* NAD 83(1986)-  44 59 02.     (N)    068 41 42.     (W)     SCALED    
 PE0576* NAVD 88     -        65.886  (meters)     216.16   (feet)  ADJUSTED  
 PE0576  ___________________________________________________________________
 PE0576  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 PE0576  DYNAMIC HT  -          65.885 (meters)     216.16  (feet)  COMP
 PE0576  MODELED GRAV-     980,601.1   (mgal)                       NAVD 88
 PE0576
 PE0576  VERT ORDER  -  SECOND    CLASS 0
 PE0576
 PE0576.The horizontal coordinates were scaled from a topographic map and have
 PE0576.an estimated accuracy of +/- 6 seconds.
 PE0576
 PE0576.The orthometric height was determined by differential leveling
 PE0576.and adjusted by the National Geodetic Survey in June 1991..
 PE0576
 PE0576.The geoid height was determined by GEOID03.
 PE0576
 PE0576.The dynamic height is computed by dividing the NAVD 88
 PE0576.geopotential number by the normal gravity value computed on the
 PE0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0576.degrees latitude (g = 980.6199 gals.).
 PE0576
 PE0576.The modeled gravity was interpolated from observed gravity values.
 PE0576
 PE0576;                    North         East    Units  Estimated Accuracy
 PE0576;SPC ME E     -   146,370.      284,620.      MT  (+/- 180 meters Scaled)
 PE0576
 PE0576                          SUPERSEDED SURVEY CONTROL
 PE0576
 PE0576  NGVD 29 (??/??/92)   66.093  (m)          216.84   (f) ADJ UNCH    2 0
 PE0576
 PE0576.Superseded values are not recommended for survey control.
 PE0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0576.See file dsdata.txt to determine how the superseded data were derived.
 PE0576
 PE0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK240812(NAD 83)
 PE0576_MARKER: DR = REFERENCE MARK DISK
 PE0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0576_STAMPING: PEA NO 2 1958
 PE0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0576+STABILITY: SURFACE MOTION
 PE0576
 PE0576  HISTORY     - Date     Condition        Report By
 PE0576  HISTORY     - 1958     MONUMENTED       CGS
 PE0576
 PE0576                          STATION DESCRIPTION
 PE0576
 PE0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0576'5.2 MI N FROM OLD TOWN.
 PE0576'2.95 MILES NORTHWEST ALONG STATE HIGHWAY 43 FROM ITS JUNCTION
 PE0576'WITH U.S. HIGHWAY 2 AT OLD TOWN, THENCE 2.15 MILES NORTH ALONG
 PE0576'STATE HIGHWAY 116, THENCE 0.05 MILES WEST ALONG TRAIL ROAD TO
 PE0576'THE TOP OF THE RIDGE AND JUNCTION OF TRAIL ROADS, THENCE 0.05
 PE0576'MILES NORTH ALONG TRAIL ROAD FOLLOWING ALONG THE RIDGE, ABOUT
 PE0576'0.1 MILE SOUTH OF THE JUNCTION OF STATE HIGHWAY 116, 10 FEET
 PE0576'WEST OF THE CENTER LINE OF THE TRAIL ROAD, 51 FEET NORTHEAST OF
 PE0576'A 12-INCH PINE TREE WITH A TREE HOUSE, 64 1/2 FEET NORTH OF THE
 PE0576'EAST END OF A 10-FOOT BY 3-FOOT DITCH 8 FEET DEEP, 240 FEET
 PE0576'NORTH OF THE JUNCTION OF THE TRAIL ROAD, 34.1 FEET NORTHWEST OF
 PE0576'TRIANGULATION STATION PEA, 29.8 FEET NORTHWEST OF A METAL WITNESS
 PE0576'POST, ABOUT LEVEL WITH THE TRAIL ROAD, SET IN THE TOP OF A
 PE0576'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2307 ***********************************************************************
 OC2307  DESIGNATION -  PEAK
 OC2307  PID         -  OC2307
 OC2307  STATE/COUNTY-  ME/YORK
 OC2307  USGS QUAD   -  YORK HARBOR (1993)
 OC2307
 OC2307                         *CURRENT SURVEY CONTROL
 OC2307  ___________________________________________________________________
 OC2307* NAD 83(1996)-  43 13 52.61618(N)    070 40 58.57744(W)     ADJUSTED  
 OC2307* NAVD 88     -                                                        
 OC2307  ___________________________________________________________________
 OC2307  LAPLACE CORR-           3.20  (seconds)                    DEFLEC99
 OC2307  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 OC2307
 OC2307  HORZ ORDER  -  THIRD
 OC2307
 OC2307.The horizontal coordinates were established by classical geodetic methods
 OC2307.and adjusted by the National Geodetic Survey in March 1998..
 OC2307
 OC2307
 OC2307.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2307
 OC2307.The geoid height was determined by GEOID03.
 OC2307
 OC2307;                    North         East     Units Scale Factor Converg.
 OC2307;SPC ME W     -    44,337.431   858,062.322   MT  0.99998829   -0 21 13.0
 OC2307;SPC NH       -    81,705.425   379,910.243   MT  1.00004519   +0 40 25.8
 OC2307;SPC NH       -   268,061.88  1,246,422.19   sFT  1.00004519   +0 40 25.8
 OC2307;UTM  19      - 4,787,873.731   363,340.856   MT  0.99982974   -1 09 10.4
 OC2307
 OC2307                          SUPERSEDED SURVEY CONTROL
 OC2307
 OC2307  NAD 83(1992)-  43 13 52.61552(N)    070 40 58.57832(W) AD(       ) 4
 OC2307  NAD 83(1986)-  43 13 52.62051(N)    070 40 58.58330(W) AD(       ) 4
 OC2307  NAD 27      -  43 13 52.35800(N)    070 41 00.43600(W) AD(       ) 3
 OC2307
 OC2307.Superseded values are not recommended for survey control.
 OC2307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2307.See file dsdata.txt to determine how the superseded data were derived.
 OC2307
 OC2307_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH6334187874(NAD 83)
 OC2307_MARKER: Z = SEE DESCRIPTION
 OC2307_SETTING: 0 = UNSPECIFIED SETTING
 OC2307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC2307
 OC2307  HISTORY     - Date     Condition        Report By
 OC2307  HISTORY     - 1928     MONUMENTED       CGS
 OC2307  HISTORY     - 1943     MARK NOT FOUND   CGS
 OC2307
 OC2307                          STATION DESCRIPTION
 OC2307
 OC2307'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FLG)
 OC2307'DESCRIPTION TOO INDEFINITE FOR PRESENT DAY RECOVERY.  THERE IS NO
 OC2307'MONUMENT ON HIGHEST POINT.  PERHAPS STATION WAS TREE.  HIGHEST
 OC2307'ROCK COULD NOT BE SEEN FROM OFFSHORE.
 OC2307'
 OC2307'IT IS RECOMMENDED THAT THIS STATION BE CLASSIFIED AS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1713 ***********************************************************************
 PE1713  DESIGNATION -  PEAK
 PE1713  PID         -  PE1713
 PE1713  STATE/COUNTY-  ME/HANCOCK
 PE1713  USGS QUAD   -  SULLIVAN (1982)
 PE1713
 PE1713                         *CURRENT SURVEY CONTROL
 PE1713  ___________________________________________________________________
 PE1713* NAD 83(1996)-  44 35 10.95179(N)    068 12 36.45857(W)     ADJUSTED  
 PE1713* NAVD 88     -        37.     (meters)     121.     (feet)  SCALED    
 PE1713  ___________________________________________________________________
 PE1713  LAPLACE CORR-           4.61  (seconds)                    DEFLEC99
 PE1713  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 PE1713
 PE1713  HORZ ORDER  -  THIRD
 PE1713
 PE1713.The horizontal coordinates were established by classical geodetic methods
 PE1713.and adjusted by the National Geodetic Survey in March 1998..
 PE1713
 PE1713.The orthometric height was scaled from a topographic map.
 PE1713
 PE1713.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1713
 PE1713.The geoid height was determined by GEOID03.
 PE1713
 PE1713;                    North         East     Units Scale Factor Converg.
 PE1713;SPC ME E     -   102,223.837   323,017.080   MT  0.99990651   +0 12 12.6
 PE1713;UTM  19      - 4,937,307.031   562,700.349   MT  0.99964834   +0 33 16.2
 PE1713
 PE1713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1713!SPC ME E     -   0.99999803  x   0.99990651  =   0.99990454
 PE1713!UTM  19      -   0.99999803  x   0.99964834  =   0.99964637
 PE1713
 PE1713:                Primary Azimuth Mark                     Grid Az
 PE1713:SPC ME E     -  CLARKE                                   247 54 29.0
 PE1713:UTM  19      -  CLARKE                                   247 33 25.4
 PE1713
 PE1713|---------------------------------------------------------------------|
 PE1713| PID    Reference Object                     Distance      Geod. Az  |
 PE1713|                                                           dddmmss.s |
 PE1713| PE1718 CLARKE                              APPROX. 2.3 KM 2480641.6 |
 PE1713| PE1717 DYER HANCOCK COUNTY                 APPROX. 2.6 KM 2525555.5 |
 PE1713| PE1720 FRANKLIN SPIRE                      APPROX. 1.9 KM 2751207.6 |
 PE1713|---------------------------------------------------------------------|
 PE1713
 PE1713                          SUPERSEDED SURVEY CONTROL
 PE1713
 PE1713  NAD 83(1992)-  44 35 10.94505(N)    068 12 36.46282(W) AD(       ) 3
 PE1713  NAD 83(1986)-  44 35 10.94319(N)    068 12 36.46599(W) AD(       ) 3
 PE1713  NAD 27      -  44 35 10.66000(N)    068 12 38.43000(W) AD(       ) 3
 PE1713
 PE1713.Superseded values are not recommended for survey control.
 PE1713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1713.See file dsdata.txt to determine how the superseded data were derived.
 PE1713
 PE1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK6270037307(NAD 83)
 PE1713
 PE1713  HISTORY     - Date     Condition        Report By
 PE1713  HISTORY     - UNK      MONUMENTED
 PE1713  HISTORY     - 1933     SEE DESCRIPTION  MEGS
 PE1713  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE1713
 PE1713                          STATION DESCRIPTION
 PE1713
 PE1713'DESCRIBED BY MAINE GEODETIC SURVEY 1933
 PE1713'ACCORDING TO THE PLOTTED POSITION ON THE U.S.G.S. TUNK LAKE
 PE1713'SHEET, THIS STATION APPEARS TO HAVE BEEN ON A KNOLL ABOUT A MILE
 PE1713'E OF THE VILLAGE OF FRANKLIN.  THE KNOLL IS ON THE E SIDE OF
 PE1713'A ROAD WHICH RUNS IN A N-S DIRECTION FROM ROUTE 182 TO THE EAST
 PE1713'FRANKLIN ROAD, THESE ROADS BEING SHOWN ON THE TUNK LAKE SHEET,
 PE1713'ALTHOUGH THE KNOLL ITSELF IS NOT SHOWN BY THE CONTOURS.  THE
 PE1713'KNOLL IS COVERED WITH BLUEBERRY BUSHES AND OTHER LOW GROWTH,
 PE1713'AND THERE ARE NUMEROUS SMALL BOULDERS.  I LOOKED CASUALLY FOR
 PE1713'A DRILL HOLE OR OTHER SURFACE MARK, BUT DID NOT FIND ANY, AND
 PE1713'IN THE ABSENCE OF A DESCRIPTION OF THE STATION I AM UNABLE
 PE1713'TO SAY WHETHER OR NOT IT STILL EXISTS.
 PE1713
 PE1713                          STATION RECOVERY (1944)
 PE1713
 PE1713'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1713'THERE ARE MANY ROCKS AND BOULDERS ON THE KNOLL BUT A THOROUGH
 PE1713'SEARCH DISCLOSED NO EVIDENCE OF THE STATION.  IT SHOULD BE
 PE1713'CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0214 ***********************************************************************
 OC0214  DESIGNATION -  PEAK ID 163 RM 1
 OC0214  PID         -  OC0214
 OC0214  STATE/COUNTY-  ME/CUMBERLAND
 OC0214  USGS QUAD   -  PORTLAND EAST (1975)
 OC0214
 OC0214                         *CURRENT SURVEY CONTROL
 OC0214  ___________________________________________________________________
 OC0214* NAD 83(1986)-  43 39 46.     (N)    070 10 37.     (W)     SCALED    
 OC0214* LOCAL TIDAL -         7.576  (meters)      24.86   (feet)  ADJ UNCH  
 OC0214  ___________________________________________________________________
 OC0214  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 OC0214
 OC0214  VERT ORDER  -  SECOND    CLASS 0
 OC0214
 OC0214.The horizontal coordinates were scaled from a topographic map and have
 OC0214.an estimated accuracy of +/- 6 seconds.
 OC0214
 OC0214.The orthometric height was key entered from printed documents
 OC0214.and not key verified.
 OC0214
 OC0214.The geoid height was determined by GEOID03.
 OC0214
 OC0214;                    North         East    Units  Estimated Accuracy
 OC0214;SPC ME W     -    92,150.      899,170.      MT  (+/- 180 meters Scaled)
 OC0214
 OC0214                          SUPERSEDED SURVEY CONTROL
 OC0214
 OC0214.No superseded survey control is available for this station.
 OC0214
 OC0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ051350(NAD 83)
 OC0214_MARKER: DR = REFERENCE MARK DISK
 OC0214_SETTING: 80 = SET IN A BOULDER
 OC0214_SP_SET: BOULDER
 OC0214_STAMPING: PEAK ID 163 NO 1 1941
 OC0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC0214+STABILITY: SURFACE MOTION
 OC0214
 OC0214  HISTORY     - Date     Condition        Report By
 OC0214  HISTORY     - 1941     MONUMENTED       CGS
 OC0214  HISTORY     - 1943     GOOD             NGS
 OC0214  HISTORY     - 1974     GOOD             USGS
 OC0214
 OC0214                          STATION DESCRIPTION
 OC0214
 OC0214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 OC0214'1.2 MI NE FROM PEAK ISLAND.
 OC0214'1.2 MILES EAST-NORTHEAST ALONG A DIRT ROAD FROM THE POST OFFICE
 OC0214'AT PEAK ISLAND, ON THE EAST SIDE OF THE ISLAND, 72.0 FEET
 OC0214'SOUTHWEST OF TRIANGULATION STATION PEAK ID 163 DESCRIBED ABOVE,
 OC0214'350 FEET NORTHEAST OF A STEEL RADAR TOWER, 150 FEET NORTH OF
 OC0214'THE NORTHEAST CORNER OF A LOOKOUT BUILDING, 75 FEET WEST OF THE
 OC0214'SHORELINE, 30 FEET WEST OF THE CENTERLINE OF THE ROAD, AND IN
 OC0214'THE TOP OF A BOULDER FLUSH WITH THE GROUND.
 OC0214
 OC0214                          STATION RECOVERY (1974)
 OC0214
 OC0214'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 OC0214'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0213 ***********************************************************************
 OC0213  DESIGNATION -  PEAK ID 163 RM 2
 OC0213  PID         -  OC0213
 OC0213  STATE/COUNTY-  ME/CUMBERLAND
 OC0213  USGS QUAD   -  PORTLAND EAST (1975)
 OC0213
 OC0213                         *CURRENT SURVEY CONTROL
 OC0213  ___________________________________________________________________
 OC0213* NAD 83(1986)-  43 39 46.     (N)    070 10 37.     (W)     SCALED    
 OC0213* LOCAL TIDAL -         7.758  (meters)      25.45   (feet)  ADJ UNCH  
 OC0213  ___________________________________________________________________
 OC0213  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 OC0213
 OC0213  VERT ORDER  -  SECOND    CLASS 0
 OC0213
 OC0213.The horizontal coordinates were scaled from a topographic map and have
 OC0213.an estimated accuracy of +/- 6 seconds.
 OC0213
 OC0213.The orthometric height was key entered from printed documents
 OC0213.and not key verified.
 OC0213
 OC0213.The geoid height was determined by GEOID03.
 OC0213
 OC0213;                    North         East    Units  Estimated Accuracy
 OC0213;SPC ME W     -    92,150.      899,170.      MT  (+/- 180 meters Scaled)
 OC0213
 OC0213                          SUPERSEDED SURVEY CONTROL
 OC0213
 OC0213.No superseded survey control is available for this station.
 OC0213
 OC0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ051350(NAD 83)
 OC0213_MARKER: DR = REFERENCE MARK DISK
 OC0213_SETTING: 66 = SET IN ROCK OUTCROP
 OC0213_SP_SET: BEDROCK
 OC0213_STAMPING: PEAK ID 163 NO 2 1941
 OC0213_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC0213+STABILITY: POSITION/ELEVATION WELL
 OC0213
 OC0213  HISTORY     - Date     Condition        Report By
 OC0213  HISTORY     - 1941     MONUMENTED       CGS
 OC0213  HISTORY     - 1943     GOOD             NGS
 OC0213  HISTORY     - 1974     GOOD             USGS
 OC0213
 OC0213                          STATION DESCRIPTION
 OC0213
 OC0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 OC0213'1.2 MI NE FROM PEAK ISLAND.
 OC0213'1.2 MILES EAST-NORTHEAST ALONG A DIRT ROAD FROM THE POST OFFICE
 OC0213'AT PEAK ISLAND, ON THE EAST SIDE OF THE ISLAND, 75.9 FEET
 OC0213'NORTHWEST OF TRIANGULATION STATION PEAK ID 163 DESCRIBED ABOVE,
 OC0213'400 FEET EAST OF A STEEL RADAR TOWER, 48 FEET WEST OF THE
 OC0213'SHORELINE, 19.6 FEET WEST OF THE CENTERLINE OF THE ROAD, AND IN
 OC0213'BEDROCK PROJECTING ABOUT 1/2 FOOT ABOVE THE GROUND.
 OC0213
 OC0213                          STATION RECOVERY (1974)
 OC0213
 OC0213'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 OC0213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1707 ***********************************************************************
 OC1707  DESIGNATION -  PEAK USE 1911
 OC1707  PID         -  OC1707
 OC1707  STATE/COUNTY-  ME/CUMBERLAND
 OC1707  USGS QUAD   -  PORTLAND EAST (1975)
 OC1707
 OC1707                         *CURRENT SURVEY CONTROL
 OC1707  ___________________________________________________________________
 OC1707* NAD 83(1996)-  43 39 43.74570(N)    070 11 08.29314(W)     ADJUSTED  
 OC1707* NAVD 88     -        29.     (meters)      95.     (feet)  SCALED    
 OC1707  ___________________________________________________________________
 OC1707  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 OC1707  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 OC1707
 OC1707  HORZ ORDER  -  THIRD
 OC1707
 OC1707.The horizontal coordinates were established by classical geodetic methods
 OC1707.and adjusted by the National Geodetic Survey in March 1998..
 OC1707
 OC1707.The orthometric height was scaled from a topographic map.
 OC1707
 OC1707.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1707
 OC1707.The geoid height was determined by GEOID03.
 OC1707
 OC1707;                    North         East     Units Scale Factor Converg.
 OC1707;SPC ME W     -    92,076.796   898,469.907   MT  0.99996670   -0 00 47.1
 OC1707;UTM  19      - 4,835,032.798   404,404.545   MT  0.99971240   -0 49 07.1
 OC1707
 OC1707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1707!SPC ME W     -   0.99999957  x   0.99996670  =   0.99996627
 OC1707!UTM  19      -   0.99999957  x   0.99971240  =   0.99971197
 OC1707
 OC1707:                Primary Azimuth Mark                     Grid Az
 OC1707:SPC ME W     -  MOODY 1852                               328 48 56.7
 OC1707:UTM  19      -  MOODY 1852                               329 37 16.7
 OC1707
 OC1707|---------------------------------------------------------------------|
 OC1707| PID    Reference Object                     Distance      Geod. Az  |
 OC1707|                                                           dddmmss.s |
 OC1707| OC1737 MOODY 1852                          APPROX. 6.3 KM 3284809.6 |
 OC1707|---------------------------------------------------------------------|
 OC1707
 OC1707                          SUPERSEDED SURVEY CONTROL
 OC1707
 OC1707  NAD 83(1992)-  43 39 43.74389(N)    070 11 08.29392(W) AD(       ) 3
 OC1707  NAD 83(1986)-  43 39 43.75009(N)    070 11 08.29964(W) AD(       ) 3
 OC1707  NAD 27      -  43 39 43.45400(N)    070 11 10.13900(W) AD(       ) 3
 OC1707
 OC1707.Superseded values are not recommended for survey control.
 OC1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1707.See file dsdata.txt to determine how the superseded data were derived.
 OC1707
 OC1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0440535033(NAD 83)
 OC1707
 OC1707  HISTORY     - Date     Condition        Report By
 OC1707  HISTORY     - 1911     MONUMENTED       USE
 OC1707  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1707
 OC1707                          STATION DESCRIPTION
 OC1707
 OC1707'DESCRIBED BY US ENGINEERS 1911
 OC1707'STATION IS ON THE TOP OF A WOODEN TOWER CONSTRUCTED FOR THE
 OC1707'SUPPORT OF A SEARCHLIGHT ON THE GOVERNMENT RESERVATION ON THE
 OC1707'N END OF PEAKS ISLAND, CASCO BAY.  THE STATION IS MARKED BY A
 OC1707'SMALL HOLE NEAR THE SE CORNER OF THE PLATFORM.  BENEATH THIS
 OC1707'HOLE A ROUGH DRILL HOLE IN THE TOP OF A LEDGE MARKS THE
 OC1707'STATION ON THE GROUND.
 OC1707
 OC1707                          STATION RECOVERY (1933)
 OC1707
 OC1707'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1707'STATION FOUND AS DESCRIBED.  THE OLD SEARCHLIGHT TOWER HAS
 OC1707'BEEN REMOVED BUT THE DRILL HOLE ON THE LEDGE BELOW WAS
 OC1707'FOUND.  HOWEVER, THE LEDGE WHICH CONTAINED THE DRILL HOLE HAS
 OC1707'BEEN SPLIT, EVIDENTLY BY WATER FREEZING IN THE HOLE, SO THAT
 OC1707'ONLY HALF OF THE DRILL HOLE REMAINS IN THE ROCK, THE OTHER HALF
 OC1707'BEING IN THE PART OF THE ROCK WHICH HAS SPLIT OFF AND WAS LYING
 OC1707'IN PLACE.
 OC1707'
 OC1707'THE STATION IS WITHIN THE FOUR SQUARE CONCRETE BASES OF THE
 OC1707'OLD TOWER ON THE ARMY RESERVATION ON PEAK ISLAND.  IT IS 4.1
 OC1707'FEET FROM THE S BASE, 12.6 FEET FROM THE E BASE, 18.2 FEET FROM
 OC1707'THE N BASE, AND 13.8 FEET FROM THE W BASE.  THE STATION IS
 OC1707'19.75 FEET SE OF A CAST-IRON MANHOLE IN THE ROCK, AND 44.4 FEET
 OC1707'FROM THE E CORNER OF THE SEARCHLIGHT POWER HOUSE.  THE NEW
 OC1707'SEARCHLIGHT TOWER IS S OF THE STATION.  TREES SURROUND THE
 OC1707'SITE.
 OC1707'
 OC1707'THESE MEASUREMENTS WERE TAKEN FROM THE RECORDS OF THE
 OC1707'U.S.E.D. FIRE CONTROL TRIANGULATION, PORTLAND OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0756 ***********************************************************************
 RF0756  DESIGNATION -  PEAKED
 RF0756  PID         -  RF0756
 RF0756  STATE/COUNTY-  ME/PISCATAQUIS
 RF0756  USGS QUAD   -  CHASE LAKE (1989)
 RF0756
 RF0756                         *CURRENT SURVEY CONTROL
 RF0756  ___________________________________________________________________
 RF0756* NAD 83(1996)-  46 29 45.34249(N)    069 05 00.68069(W)     ADJUSTED  
 RF0756* NAVD 88     -       650.5    (meters)    2134.     (feet)  VERTCON   
 RF0756  ___________________________________________________________________
 RF0756  LAPLACE CORR-           4.75  (seconds)                    DEFLEC99
 RF0756  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 RF0756
 RF0756  HORZ ORDER  -  FIRST
 RF0756
 RF0756.The horizontal coordinates were established by classical geodetic methods
 RF0756.and adjusted by the National Geodetic Survey in March 1998..
 RF0756
 RF0756.The NAVD 88 height was computed by applying the VERTCON shift value to
 RF0756.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RF0756
 RF0756.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0756
 RF0756.The geoid height was determined by GEOID03.
 RF0756
 RF0756;                    North         East     Units Scale Factor Converg.
 RF0756;SPC ME E     -   314,559.389   255,208.482   MT  0.99992465   -0 25 23.7
 RF0756;UTM  19      - 5,149,154.335   493,590.689   MT  0.99960050   -0 03 38.1
 RF0756
 RF0756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0756!SPC ME E     -   0.99990187  x   0.99992465  =   0.99982652
 RF0756!UTM  19      -   0.99990187  x   0.99960050  =   0.99950241
 RF0756
 RF0756:                Primary Azimuth Mark                     Grid Az
 RF0756:SPC ME E     -  HORSESHOE LOOKOUT TOWER                  032 31 35.2
 RF0756:UTM  19      -  HORSESHOE LOOKOUT TOWER                  032 09 49.6
 RF0756
 RF0756|---------------------------------------------------------------------|
 RF0756| PID    Reference Object                     Distance      Geod. Az  |
 RF0756|                                                           dddmmss.s |
 RF0756| RF0741 HORSESHOE LOOKOUT TOWER             APPROX.12.3 KM 0320611.5 |
 RF0756| DA5548 PEAKED RM 1                           2.917 METERS 10855     |
 RF0756| DA5549 PEAKED RM 2                           3.874 METERS 26724     |
 RF0756| RF0750 CLEAR LAKE LOOKOUT TOWER            APPROX. 5.6 KM 3063432.8 |
 RF0756|---------------------------------------------------------------------|
 RF0756
 RF0756                          SUPERSEDED SURVEY CONTROL
 RF0756
 RF0756  NAD 83(1992)-  46 29 45.33890(N)    069 05 00.67075(W) AD(       ) 1
 RF0756  NAD 83(1986)-  46 29 45.34445(N)    069 05 00.67911(W) AD(       ) 1
 RF0756  NAD 27      -  46 29 45.21400(N)    069 05 02.49300(W) AD(       ) 1
 RF0756  NGVD 29 (07/19/86)  650.7    (m)         2135.     (f) VERT ANG       
 RF0756
 RF0756.Superseded values are not recommended for survey control.
 RF0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0756.See file dsdata.txt to determine how the superseded data were derived.
 RF0756
 RF0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM9359149154(NAD 83)
 RF0756_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RF0756_SETTING: 66 = SET IN ROCK OUTCROP
 RF0756
 RF0756  HISTORY     - Date     Condition        Report By
 RF0756  HISTORY     - 1955     MONUMENTED       CGS
 RF0756  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RF0756
 RF0756                          STATION DESCRIPTION
 RF0756
 RF0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 RF0756'THE STATION IS LOCATED ON THE SOUTH ONE OF TWO TIMBERED
 RF0756'PEAKS THAT ARE ABOUT 1/2 MILE APART, ABOUT 33 MILES AIRLINE
 RF0756'WEST-SOUTHWEST OF ASHLAND, 5 MILES AIRLINE SOUTH OF THE
 RF0756'PISCATAQUIS-AROOSTOOK COUNTY LINE, AND 1 MILE WEST OF THE
 RF0756'WEST EDGE OF THE UPPER ISLAND POND.
 RF0756'
 RF0756'TO REACH THE STATION FROM THE POST OFFICE IN ASHLAND GO WEST
 RF0756'ON STATE HIGHWAY 11 0.7 MILE TO A T-ROAD AT THE WEST END OF
 RF0756'A BRIDGE.  TURN LEFT AND GO SOUTHWEST AND WEST 0.6 MILE TO A
 RF0756'FORK.  TAKE THE RIGHT FORK AND GO NORTHWEST AND WEST 16.7
 RF0756'MILES TO A SIDE ROAD ON THE RIGHT.  KEEP STRAIGHT AHEAD, WEST,
 RF0756'AND GO 10.3 MILES TO A FORK.  TAKE THE LEFT FORK AND GO WEST
 RF0756'2.3 MILES TO A FORK.  TAKE THE LEFT FORK AND GO SOUTHWEST
 RF0756'7.0 MILES TO A FORK.  TAKE THE RIGHT FORK AND GO WEST AND
 RF0756'SOUTHWEST 3.5 MILES TO A FORK.  TAKE THE RIGHT FORK AND GO
 RF0756'WEST 0.7 MILE TO A SIDE ROAD ON THE LEFT IN THE CENTER OF AN
 RF0756'ABANDONED LUMBER CAMP.  TURN LEFT AND GO SOUTH AND
 RF0756'SOUTHWEST 1.7 MILES TO A CROSS ROAD AT THE NORTH END OF THE
 RF0756'UPPER ISLAND POND.  PACK WEST AND SOUTHWEST AROUND THE EDGE
 RF0756'OF THE POND ON AN ABANDONED ROAD ABOUT 20 MINUTES TO A FORK.
 RF0756'TAKE THE RIGHT FORK AND GO ABOUT 50 YARDS TO A
 RF0756'TRIANGULAR-BLAZED TREE AND A DIM ROAD ON THE RIGHT.  PACK
 RF0756'WEST AND NORTHWEST UP A BLAZED SKID ROAD, PASSING THREE FORKS
 RF0756'THAT LEAD OFF TO THE RIGHT, TO SEVERAL WELL BLAZED TREES.  PACK
 RF0756'SOUTH ON A BLAZED TRAIL TO THE HIGHEST POINT AND THE STATION.
 RF0756'THIS IS ABOUT A TWO HOUR PACK FROM THE CROSS ROAD.
 RF0756'
 RF0756'THE STATION MARK IS A STANDARD DISK STAMPED PEAKED 1955
 RF0756'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 3
 RF0756'FEET ABOVE THE GROUND.
 RF0756'
 RF0756'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED PEAKED NO 1
 RF0756'1955 CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS
 RF0756'1 FOOT ABOVE THE GROUND AND IS 6 INCHES LOWER THAN THE STATION.
 RF0756'
 RF0756'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED PEAKED NO 2
 RF0756'1955 CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 RF0756'PROJECTS 3 FEET ABOVE THE GROUND AND IS 1 FOOT LOWER THAN THE
 RF0756'STATION.
 RF0756
 RF0756                          STATION RECOVERY (1960)
 RF0756
 RF0756'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HRL)
 RF0756'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RF0756'CONDITION.  A CHECK WAS MADE OF THE DISTANCE AND DIRECTION TO THE
 RF0756'MARKS AND FOUND TO BE CORRECT.  THE ORIGINAL DESCRIPTION IS
 RF0756'ADEQUATE.  HOWEVER DUE TO CHANGES IN ROADS AND LAND MARKS, A
 RF0756'NEW TO-REACH DESCRIPTION FOLLOWS--
 RF0756'
 RF0756'TO REACH FROM THE SIGNAL LIGHT AT THE JUNCTION OF STATE
 RF0756'HIGHWAYS NO. 11, 163 AND 227 AT THE NORTH END OF BUSINESS
 RF0756'DISTRICT IN ASHLAND, GO WEST ON STATE HIGHWAY NO. 11 FOR 0.7
 RF0756'MILE TO T ROAD AT WEST END OF BRIDGE OVER AROOSTOOK
 RF0756'RIVER.  TURN LEFT AND GO SOUTH THENCE WEST ON SURFACED ROAD FOR
 RF0756'0.55 MILE TO FORKS.  TAKE RIGHT FORK AND GO WESTERLY ON GRADED
 RF0756'ROAD FOR 16.25 MILES TO FORKS.  TAKE LEFT FORK, CROSS BRIDGE
 RF0756'AND GO SOUTHWESTERLY ON GRADED ROAD FOR 11.55 MILES TO SIDE
 RF0756'ROAD RIGHT AT SIGN MINK MARSH HORSESHOE POND.  CONTINUE
 RF0756'SOUTHWESTERLY ON GRADED ROAD FOR 9.0 MILES TO SIDE ROAD LEFT AT
 RF0756'SIGN ISLAND POND.  CONTINUE WESTERLY ON GRADED ROAD FOR 0.4
 RF0756'MILE TO GREAT NORTHERN PAPER COMPANY CAMP ON LEFT (SOUTH)
 RF0756'SIDE OF ROAD AND END OF TRUCK TRAVEL FOR TWO WHEEL DRIVE
 RF0756'VEHICLE.
 RF0756'
 RF0756'TURN LEFT, PASS TO EAST OF BUILDINGS AND GO SOUTH ON JEEP ROAD
 RF0756'FOR 0.2 MILE TO LARGE LOG ACROSS ROAD AT FORKS.  TURN LEFT
 RF0756'AROUND LOG THENCE SHARP RIGHT AND GO SOUTHERLY ON RIGHT
 RF0756'FORK ALONG WEST SIDE OF LAKE FOR 1.5 MILE TO FORKS.  TAKE
 RF0756'RIGHT FORK AND GO SOUTHERLY ON DIM ROAD FOR 0.2 MILE TO TRIANGLE
 RF0756'BLAZED TREE ON RIGHT AND END OF TRUCK TRAVEL.  PACK WESTERLY
 RF0756'ALONG BLAZED TRAIL TO SADDLE BETWEEN TWO PEAKS.  TURN LEFT
 RF0756'AND FOLLOW BLAZED TRAIL TO TOP OF MOUNTAIN AND STATION AS
 RF0756'DESCRIBED.
 RF0756'
 RF0756'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2617 ***********************************************************************
 OC2617  DESIGNATION -  PEAKED
 OC2617  PID         -  OC2617
 OC2617  STATE/COUNTY-  ME/CUMBERLAND
 OC2617  USGS QUAD   -  NORTH SEBAGO (1983)
 OC2617
 OC2617                         *CURRENT SURVEY CONTROL
 OC2617  ___________________________________________________________________
 OC2617* NAD 83(1996)-  43 54 39.80266(N)    070 39 36.59767(W)     ADJUSTED  
 OC2617* NAVD 88     -       334.9    (meters)    1099.     (feet)  VERTCON   
 OC2617  ___________________________________________________________________
 OC2617  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 OC2617  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 OC2617
 OC2617  HORZ ORDER  -  FIRST
 OC2617
 OC2617.The horizontal coordinates were established by classical geodetic methods
 OC2617.and adjusted by the National Geodetic Survey in March 1998..
 OC2617
 OC2617.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2617
 OC2617.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2617
 OC2617.The geoid height was determined by GEOID03.
 OC2617
 OC2617;                    North         East     Units Scale Factor Converg.
 OC2617;SPC ME W     -   119,849.419   860,360.515   MT  0.99998599   -0 20 32.2
 OC2617;UTM  19      - 4,863,333.718   366,698.247   MT  0.99981855   -1 09 05.6
 OC2617
 OC2617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2617!SPC ME W     -   0.99995171  x   0.99998599  =   0.99993770
 OC2617!UTM  19      -   0.99995171  x   0.99981855  =   0.99977026
 OC2617
 OC2617|---------------------------------------------------------------------|
 OC2617| PID    Reference Object                     Distance      Geod. Az  |
 OC2617|                                                           dddmmss.s |
 OC2617| CE8366 PEAKED RM 1                          28.996 METERS 06150     |
 OC2617| CE8367 PEAKED RM 2                          14.249 METERS 13959     |
 OC2617| OC2605 RICH                                APPROX.17.3 KM 1532237.0 |
 OC2617| OC2757 CORNISH ATT MICROWAVE               APPROX.15.2 KM 2372431.2 |
 OC2617|---------------------------------------------------------------------|
 OC2617
 OC2617                          SUPERSEDED SURVEY CONTROL
 OC2617
 OC2617  NAD 83(1992)-  43 54 39.80191(N)    070 39 36.59892(W) AD(       ) 1
 OC2617  NAD 83(1986)-  43 54 39.80924(N)    070 39 36.60327(W) AD(       ) 1
 OC2617  NAD 27      -  43 54 39.54180(N)    070 39 38.38257(W) AD(       ) 1
 OC2617  NGVD 29 (07/19/86)  335.1    (m)         1099.     (f) VERT ANG       
 OC2617
 OC2617.Superseded values are not recommended for survey control.
 OC2617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2617.See file dsdata.txt to determine how the superseded data were derived.
 OC2617
 OC2617_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ6669863334(NAD 83)
 OC2617_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OC2617_SETTING: 66 = SET IN ROCK OUTCROP
 OC2617_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OC2617+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2004
 OC2617
 OC2617  HISTORY     - Date     Condition        Report By
 OC2617  HISTORY     - 1976     MONUMENTED       NGS
 OC2617  HISTORY     - 20040711 GOOD             GEOCAC
 OC2617
 OC2617                          STATION DESCRIPTION
 OC2617
 OC2617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2617'THE STATION IS LOCATED ATOP PEAKED MOUNTAIN, ABOUT 4 MILES
 OC2617'NORTH OF EAST SEBAGO, 4.7 MILES SOUTH-SOUTHWEST OF NAPLES, 9.7
 OC2617'MILES NORTH OF RAYMOND AND 2.3 MILES EAST-NORTHEAST OF SEBAGO.
 OC2617'IT IS ON PROPERTY OWNED BY ROGER P. HALE, 264 BROADTURN ROAD,
 OC2617'WEST SCARBOROUGH, MAINE, TELEPHONE NUMBER (207) 883-4953.
 OC2617'
 OC2617'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11,
 OC2617'AND 114 IN EAST SEBAGO, GO NORTHWEST ON STATE HIGHWAY 114 FOR
 OC2617'2.7 MILES TO A FORK, BEAR RIGHT AND GO NORTHERLY ON STATE
 OC2617'HIGHWAY 114 FOR 2.6 MILES TO A GRAVEL SIDE ROAD LEFT ON A SHARP
 OC2617'RIGHT TURN. TURN LEFT AND GO WESTERLY ON A GRAVEL ROAD FOR 1.3
 OC2617'MILES TO A T-INTERSECTION. TURN LEFT AND GO SOUTH ON
 OC2617'PAVED ROAD FOR 0.05 MILE TO A GRAVEL SIDE ROAD RIGHT. TURN
 OC2617'RIGHT AND GO WESTERLY ON A GRAVEL ROAD FOR 2.0 MILES TO A
 OC2617'T-ROAD. TURN LEFT AND GO SOUTHERLY ON A GRAVEL ROAD FOR
 OC2617'0.5 MILE TO A SIDE ROAD LEFT. TURN LEFT AND GO EASTERLY AND
 OC2617'UPHILL ON A GRAVEL ROAD FOR 0.4 MILE TO THE END OF TWO
 OC2617'WHEEL DRIVE TRAVEL AND A TRACK ROAD LEFT. TURN LEFT AND GO
 OC2617'UPHILL ON A TRACK ROAD FOR 0.35 MILE TO TURN
 OC2617'AROUND AREA AND A WOODS ROAD TO THE LEFT. GO LEFT
 OC2617'AND CONTINUE UPHILL FOR ABOUT 0.3 MILE TO THE END OF THE
 OC2617'WOODS ROAD AND THE STATION AT THE HIGHEST POINT OF PEAKED
 OC2617'MOUNTAIN.
 OC2617'
 OC2617'STATION MARK, STAMPED---PEAKED 1976---, IS A STANDARD DISK
 OC2617'CEMENTED IN A DRILL HOLE IN AN EXPOSED LEDGE OF BEDROCK. IT IS
 OC2617'12 FEET WEST-NORTHWEST OF THE HIGHEST LEDGE OUTCROP.
 OC2617'
 OC2617'REFERENCE MARK 1, STAMPED---PEAKED NO 1 1976---, IS A STANDARD
 OC2617'DISK CEMENTED IN A DRILL HOLE IN A BURIED BOULDER. IT IS 1.5
 OC2617'FEET WEST-NORTHWEST OF A METAL WITNESS POST.
 OC2617'
 OC2617'REFERENCE MARK 2, STAMPED---PEAKED NO 2 1976---, IS A STANDARD
 OC2617'DISK CEMENTED IN A DRILL HOLE IN A BURIED BOULDER THAT IS
 OC2617'FLUSH WITH THE GROUND. IT IS 1.1 FEET NORTHEAST OF A METAL
 OC2617'WITNESS POST.
 OC2617'
 OC2617'THERE WAS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 OC2617'
 OC2617'THE HEIGHT OF LIGHT ABOVE THE MARK WAS 22.7 METERS.
 OC2617'
 OC2617'A FOUR-WHEEL DRIVE IS NEEDED OR 30 MINUTE PACK.
 OC2617'
 OC2617'DESCRIBED BY G.E. NELSON.
 OC2617
 OC2617                          STATION RECOVERY (2004)
 OC2617
 OC2617'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 OC2617'RECOVERED THE MAIN STATION, PEAKED 1976, RM NO.1 AND RM NO.2 AT THEIR
 OC2617'DESCRIBED LOCATIONS. ALL ARE IN GOOD CONDITION. RM NO.1 HAS A WITNESS
 OC2617'POST CEMENTED INTO A DRILLED HOLE IN THE ROCK. RM NO.2 HAD A WITNESS
 OC2617'POST CEMENTED IN A DRILLED HOLE BUT IT HAS BEEN SNAPPED OFF AND HAS
 OC2617'BEEN REMOVED. THIS MOUNTAIN IS COVERED IN DENSE, NEW GROWTH FOREST AND
 OC2617'THERE ARE NO VIEWS FROM THE STATION. SUBMITTED BY JOHN K. SNYDER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1173 ***********************************************************************
 PD1173  DESIGNATION -  PEAKED 2
 PD1173  PID         -  PD1173
 PD1173  STATE/COUNTY-  ME/WASHINGTON
 PD1173  USGS QUAD   -  PEAKED MOUNTAIN (1990)
 PD1173
 PD1173                         *CURRENT SURVEY CONTROL
 PD1173  ___________________________________________________________________
 PD1173* NAD 83(1996)-  44 53 16.64217(N)    067 54 36.55517(W)     ADJUSTED  
 PD1173* NAVD 88     -       286.     (meters)     938.     (feet)  SCALED    
 PD1173  ___________________________________________________________________
 PD1173  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 PD1173  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 PD1173
 PD1173  HORZ ORDER  -  THIRD
 PD1173
 PD1173.The horizontal coordinates were established by classical geodetic methods
 PD1173.and adjusted by the National Geodetic Survey in March 1998..
 PD1173
 PD1173.The orthometric height was scaled from a topographic map.
 PD1173
 PD1173.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1173
 PD1173.The geoid height was determined by GEOID03.
 PD1173
 PD1173;                    North         East     Units Scale Factor Converg.
 PD1173;SPC ME E     -   135,862.517   346,593.370   MT  0.99992669   +0 24 58.6
 PD1173;UTM  19      - 4,971,081.560   586,063.791   MT  0.99969108   +0 46 09.0
 PD1173
 PD1173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD1173!SPC ME E     -   0.99995896  x   0.99992669  =   0.99988565
 PD1173!UTM  19      -   0.99995896  x   0.99969108  =   0.99965005
 PD1173
 PD1173:                Primary Azimuth Mark                     Grid Az
 PD1173:SPC ME E     -  SOUTHWEST BLUFF                          211 27 39.3
 PD1173:UTM  19      -  SOUTHWEST BLUFF                          211 06 28.9
 PD1173
 PD1173|---------------------------------------------------------------------|
 PD1173| PID    Reference Object                     Distance      Geod. Az  |
 PD1173|                                                           dddmmss.s |
 PD1173| PD1172 SOUTHWEST BLUFF                     APPROX.10.6 KM 2115237.9 |
 PD1173|---------------------------------------------------------------------|
 PD1173
 PD1173                          SUPERSEDED SURVEY CONTROL
 PD1173
 PD1173  NAD 83(1992)-  44 53 16.64037(N)    067 54 36.55337(W) AD(       ) 3
 PD1173  NAD 83(1986)-  44 53 16.63953(N)    067 54 36.55878(W) AD(       ) 3
 PD1173  NAD 27      -  44 53 16.37376(N)    067 54 38.53430(W) AD(       ) 3
 PD1173
 PD1173.Superseded values are not recommended for survey control.
 PD1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1173.See file dsdata.txt to determine how the superseded data were derived.
 PD1173
 PD1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK8606471082(NAD 83)
 PD1173_MARKER: DD = SURVEY DISK
 PD1173_SETTING: 66 = SET IN ROCK OUTCROP
 PD1173_SP_SET: SET IN ROCK OUTCROP
 PD1173_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD1173_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD1173+STABILITY: POSITION/ELEVATION WELL
 PD1173
 PD1173  HISTORY     - Date     Condition        Report By
 PD1173  HISTORY     - 1928     MONUMENTED       USGS
 PD1173
 PD1173                          STATION DESCRIPTION
 PD1173
 PD1173'DESCRIBED BY US GEOLOGICAL SURVEY 1928 (TTR)
 PD1173'LOCATED ON PEAKED MOUNTAIN, ON HIGHEST POINT OF MOUNTAIN AND ABOUT
 PD1173'20 FT N. OF 30-FT GRANITE CLIFF, MOUNTAIN IS HEAVILY TIMBERED ON ALL
 PD1173'SLOPES.
 PD1173'
 PD1173'TO REACH FOLLOW AIR LINE RD. 18.0 MI W. OF WESLEY CORNER, OR SAME
 PD1173'RD. 10 MI E. FROM BEDDINGTON TO POINT WHERE OLD TOTE RD. LEADS N.,
 PD1173'FOLLOW THIS RD. ABOUT 1.0 MI, THENCE TAKE EASTERLY COURSE ABOUT 1.5 MI
 PD1173'TO TOP OF MOUNTAIN.  MOUNTAIN APPEARS TO BE A SHARP CONE-SHAPED PEAK
 PD1173'AS VIEWED FROM SEVERAL POINTS ALONG AIR LINE HWY.
 PD1173'
 PD1173'STATION MARK-  STANDARD DISK IN GRANITE LEDGE OUTCROP ON HIGHEST
 PD1173'PART OF MOUNTAIN AND STAMPED---Y 1928---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1750 ***********************************************************************
 PE1750  DESIGNATION -  PEAKED MOUNT 1856
 PE1750  PID         -  PE1750
 PE1750  STATE/COUNTY-  ME/PENOBSCOT
 PE1750  USGS QUAD   -  HOPKINS POND (1988)
 PE1750
 PE1750                         *CURRENT SURVEY CONTROL
 PE1750  ___________________________________________________________________
 PE1750* NAD 83(1996)-  44 49 44.06607(N)    068 27 49.57805(W)     ADJUSTED  
 PE1750* NAVD 88     -       355.     (meters)    1165.     (feet)  SCALED    
 PE1750  ___________________________________________________________________
 PE1750  LAPLACE CORR-           3.40  (seconds)                    DEFLEC99
 PE1750  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 PE1750
 PE1750  HORZ ORDER  -  THIRD
 PE1750
 PE1750.The horizontal coordinates were established by classical geodetic methods
 PE1750.and adjusted by the National Geodetic Survey in March 1998..
 PE1750
 PE1750.The orthometric height was scaled from a topographic map.
 PE1750
 PE1750.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1750
 PE1750.The geoid height was determined by GEOID03.
 PE1750
 PE1750;                    North         East     Units Scale Factor Converg.
 PE1750;SPC ME E     -   129,132.505   302,864.690   MT  0.99990010   +0 01 31.9
 PE1750;UTM  19      - 4,964,084.291   542,388.588   MT  0.99962209   +0 22 41.0
 PE1750
 PE1750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1750!SPC ME E     -   0.99994822  x   0.99990010  =   0.99984832
 PE1750!UTM  19      -   0.99994822  x   0.99962209  =   0.99957033
 PE1750
 PE1750:                Primary Azimuth Mark                     Grid Az
 PE1750:SPC ME E     -  GREENFIELD                               001 36 01.5
 PE1750:UTM  19      -  GREENFIELD                               001 14 52.4
 PE1750
 PE1750|---------------------------------------------------------------------|
 PE1750| PID    Reference Object                     Distance      Geod. Az  |
 PE1750|                                                           dddmmss.s |
 PE1750| QG1401 GREENFIELD                          APPROX.27.0 KM 0013733.4 |
 PE1750|---------------------------------------------------------------------|
 PE1750
 PE1750                          SUPERSEDED SURVEY CONTROL
 PE1750
 PE1750  NAD 83(1992)-  44 49 44.06473(N)    068 27 49.57253(W) AD(       ) 3
 PE1750  NAD 83(1986)-  44 49 44.06520(N)    068 27 49.57629(W) AD(       ) 3
 PE1750  NAD 27      -  44 49 43.78600(N)    068 27 51.48900(W) AD(       ) 3
 PE1750
 PE1750.Superseded values are not recommended for survey control.
 PE1750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1750.See file dsdata.txt to determine how the superseded data were derived.
 PE1750
 PE1750_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK4238964084(NAD 83)
 PE1750_MARKER: DD = SURVEY DISK
 PE1750_SETTING: 66 = SET IN ROCK OUTCROP
 PE1750_SP_SET: SET IN A ROCK LEDGE
 PE1750_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1750+STABILITY: POSITION/ELEVATION WELL
 PE1750
 PE1750  HISTORY     - Date     Condition        Report By
 PE1750  HISTORY     - 1856     MONUMENTED       CGS
 PE1750  HISTORY     - 1932     SEE DESCRIPTION  MEGS
 PE1750  HISTORY     - 1932     SEE DESCRIPTION  MEGS
 PE1750  HISTORY     - 1953     GOOD             CGS
 PE1750
 PE1750                          STATION DESCRIPTION
 PE1750
 PE1750'DESCRIBED BY MAINE GEODETIC SURVEY 1932
 PE1750'STATION IS MARKED BY A STANDARD U.S.G.S. TABLET, WHICH WAS SET IN
 PE1750'THE SOLID LEDGE IN 1928 TO REPLACE ONE WHICH HAD BEEN PLACED
 PE1750'THERE MANY YEARS AGO BUT WHICH HAD BEEN BROKEN OFF, ACCORDING TO
 PE1750'INFORMATION FURNISHED BY THE GEOLOGICAL SURVEY.  I FOUND THE
 PE1750'TABLET IN GOOD CONDITION WHEN I VISITED THE STATION IN AUGUST
 PE1750'10, 1932.  THE STATION IS ON A LARGE BARE LEDGE, ABOUT 75 TO 100
 PE1750'FEET NW OF A SOMEWHAT HIGHER LEDGE WHICH APPEARS TO BE THE
 PE1750'HIGHEST POINT ON THE MOUNTAIN.  THE VIEW IS CLEAR, EXCEPT TO
 PE1750'THE W AND N, WHERE IT IS OBSCURED BY TREES.
 PE1750'
 PE1750'THE STATION MAY MOST EASILY BE REACHED FROM EDDINGTON, NEAR
 PE1750'BANGOR, VIA U.S. HIGHWAY 179.  THE STATION AND THE TRAIL LEADING
 PE1750'TO IT ARE SHOWN ON THE U.S.G.S. GREAT POND SHEET.  THE APPROACH
 PE1750'TO THE STATION IS FROM THE WESTERN END OF THE OLD ROAD CALLED THE
 PE1750'CHICK HILL ROAD.  THE PORTION OF THIS ROAD WHICH IS SHOWN BY
 PE1750'DOTTED LINES ON THE GREAT POND SHEET IS NOW PASSABLE ONLY FOR
 PE1750'LIGHT CARS ON ACCOUNT OF BROKEN CULVERTS.
 PE1750
 PE1750                          STATION RECOVERY (1932)
 PE1750
 PE1750'RECOVERY NOTE BY MAINE GEODETIC SURVEY 1932
 PE1750'A STATION OF THE U.S.C. AND G.S. ON A BOLD MOUNTAIN PEAK IN TOWN
 PE1750'OF CLIFTON, NEAR TOWNSHIP LINE.  ROAD FROM EAST EDDINGTON TO
 PE1750'AMHERST PASSES OVER N END OF MOUNTAIN.  A TRAIL LEADS FROM ROAD
 PE1750'TO STATION.
 PE1750'
 PE1750'STATION IS MARKED BY A STANDARD BRONZE DISK CEMENTED IN SOLID
 PE1750'ROCK, MARKED U.S. GEOLOGICAL SURVEY, MAINE.
 PE1750'
 PE1750'NOTE--T.T. RANNEY, 1928--A NEW ROAD HAS BEEN BUILT WHICH PASSES
 PE1750'TO S OF MOUNTAIN.  OLD ROAD IS STILL PASSABLE TO TOP OF RIDGE AND
 PE1750'TRAIL.  OLD TABLET HAD BEEN BROKEN OFF LEAVING STEM STILL IN
 PE1750'PLACE.  A NEW TABLET WAS SET IN SAME POSITION AS OLD.  SIGNAL--A
 PE1750'SMALL SPRUCE TREE CENTERED OVER STATION MARK.
 PE1750'
 PE1750'EXTRACT OF LETTER FROM U.S. GEOLOGICAL SURVEY TO H.S. SHAW DATED
 PE1750'AUG. 17, 1932--THE REASON FOR THE DISCREPANCY IN POSITION OF
 PE1750'0.124 INCH IN LATITUDE AND 0.086 IN LONGITUDE WHICH YOU NOTE
 PE1750'BETWEEN THE U.S. COAST AND GEODETIC SURVEY VALUE AND THE
 PE1750'GEOLOGICAL SURVEY VALUE, IS DUE TO THE FACT THAT GEOLOGICAL
 PE1750'SURVEYS VALUE WAS COMPUTED THROUGH NUMEROUS TRIANGLES TO A
 PE1750'CHECK ON THIS STATION AND THE DIFFERENCE WHICH AMOUNTS TO
 PE1750'PRACTICALLY 12 FEET IN LATITUDE AND 7 FEET IN LONGITUDE BEING
 PE1750'CONSIDERED GOOD FOR THE CLASS OF WORK WAS ALLOWED TO STAND
 PE1750'UNCORRECTED.
 PE1750
 PE1750                          STATION RECOVERY (1953)
 PE1750
 PE1750'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (HSS)
 PE1750'ROUTE 179, MENTIONED IN THE 1932 RECOVERY NOTE, IS NOW CALLED ROUTE
 PE1750'9, AND IT HAS BEEN RE-LOCATED IN SOME PLACES.  THE STATION MAY BE
 PE1750'REACHED FROM THE VILLAGE OF CLIFTON, AT THE JUNCTION OF ROUTES 9
 PE1750'AND 180, BY GOING E ON ROUTE 9 ABOUT 3 MILES TO A FORK, THEN
 PE1750'KEEPING LEFT AND FOLLOWING THE FORMER LOCATION OF THE HIGHWAY FOR
 PE1750'ABOUT 3/4 MILE.  CONTINUE STRAIGHT AHEAD (LEAVING THE OLD
 PE1750'HIGHWAY WHICH TURNS TO THE RIGHT AT THIS POINT) ON THE SO-CALLED
 PE1750'CHICK HILL ROAD, WHICH IS NARROW BUT PASSABLE FOR A CAR AS FAR AS
 PE1750'THE FIRE WATCHMANS CABIN ON THE RIGHT, ON THE NW SLOPE OF THE
 PE1750'MOUNTAIN.  FROM THE CABIN A TRAIL LEADS ABOUT 1/2 MILE TO THE
 PE1750'SUMMIT.
 PE1750'
 PE1750'THE STATION IS MARKED BY A U.S.G.S. DISK, WHICH IS A FEW INCHES
 PE1750'OUTSIDE OF THE N SIDE OF A FIRE LOOKOUT TOWER WHICH IS CALLED THE
 PE1750'CHICK HILL TOWER BY THE MAINE FOREST SERVICE, TO DISTINGUISH IT
 PE1750'FROM A TOWER ON ANOTHER PEAKED MTN. 25 OR 30 MILES TO THE EAST.  4
 PE1750'DRILL HOLES CONTAINING THE REMAINS OF WHAT WERE DOUBTLESS GUY
 PE1750'ANCHORS, ARE AT THE FOLLOWING DISTANCES, IN FEET, FROM THE
 PE1750'DISK--6.98 NE, 8.45 SE, 8.40 SW, 7.33 NW.  ALTHOUGH THIS
 PE1750'STATION WAS ONLY AN INTERSECTION STATION, ACCORDING TO
 PE1750'SKETCHES 5 AND 6 OF SPEC. PUB. 46, IT WAS OBSERVED ON
 PE1750'FROM SEVERAL RATHER DISTANT STATIONS, ONE OF WHICH, MOUNT
 PE1750'BLUE 1853, WAS MORE THAN 92 MILES AWAY, AND IT APPEARS THAT
 PE1750'PEAKED MT. WAS ESTABLISHED DURING THE RECONNAISSANCE FOR THE
 PE1750'PRIMARY TRIANGULATION IN MAINE, UNDER THE DIRECTION OF SUPT
 PE1750'BACHE.  NO INFORMATION SEEMS TO BE AVAILABLE AS TO HOW THE
 PE1750'STATION WAS ORIGINALLY MARKED, BUT IT WAS DOUBTLESS BY A DRILL
 PE1750'HOLE, PROBABLY WITH A COPPER BOLT, IN THE EXPOSED LEDGE WHICH
 PE1750'FORMS MOST OF THE SUMMIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0740 ***********************************************************************
 RF0740  DESIGNATION -  PEAKED MTN
 RF0740  PID         -  RF0740
 RF0740  STATE/COUNTY-  ME/AROOSTOOK
 RF0740  USGS QUAD   -  ROUND MOUNTAIN (1985)
 RF0740
 RF0740                         *CURRENT SURVEY CONTROL
 RF0740  ___________________________________________________________________
 RF0740* NAD 83(1996)-  46 34 12.04747(N)    068 48 50.43344(W)     ADJUSTED  
 RF0740* NAVD 88     -       691.7    (meters)    2269.     (feet)  VERTCON   
 RF0740  ___________________________________________________________________
 RF0740  LAPLACE CORR-           3.47  (seconds)                    DEFLEC99
 RF0740  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 RF0740
 RF0740  HORZ ORDER  -  SECOND
 RF0740
 RF0740.The horizontal coordinates were established by classical geodetic methods
 RF0740.and adjusted by the National Geodetic Survey in March 1998..
 RF0740
 RF0740.The NAVD 88 height was computed by applying the VERTCON shift value to
 RF0740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RF0740
 RF0740.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0740
 RF0740.The geoid height was determined by GEOID03.
 RF0740
 RF0740;                    North         East     Units Scale Factor Converg.
 RF0740;SPC ME E     -   322,676.412   275,929.204   MT  0.99990712   -0 13 40.9
 RF0740;UTM  19      - 5,157,399.838   514,253.088   MT  0.99960250   +0 08 06.3
 RF0740
 RF0740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0740!SPC ME E     -   0.99989537  x   0.99990712  =   0.99980250
 RF0740!UTM  19      -   0.99989537  x   0.99960250  =   0.99949791
 RF0740
 RF0740:                Primary Azimuth Mark                     Grid Az
 RF0740:SPC ME E     -  ROUND MTN LOOKOUT TOWER                  029 30 22.4
 RF0740:UTM  19      -  ROUND MTN LOOKOUT TOWER                  029 08 35.2
 RF0740
 RF0740|---------------------------------------------------------------------|
 RF0740| PID    Reference Object                     Distance      Geod. Az  |
 RF0740|                                                           dddmmss.s |
 RF0740| RF0739 ROUND MTN LOOKOUT TOWER             APPROX. 3.1 KM 0291641.5 |
 RF0740| DA5550 PEAKED MTN RM 1                       7.463 METERS 05539     |
 RF0740| DA5551 PEAKED MTN RM 2                       4.006 METERS 12404     |
 RF0740|---------------------------------------------------------------------|
 RF0740
 RF0740                          SUPERSEDED SURVEY CONTROL
 RF0740
 RF0740  NAD 83(1992)-  46 34 12.04306(N)    068 48 50.42556(W) AD(       ) 2
 RF0740  NAD 83(1986)-  46 34 12.04710(N)    068 48 50.43229(W) AD(       ) 2
 RF0740  NAD 27      -  46 34 11.90340(N)    068 48 52.25730(W) AD(       ) 2
 RF0740  NGVD 29 (07/19/86)  691.9    (m)         2270.     (f) VERT ANG       
 RF0740
 RF0740.Superseded values are not recommended for survey control.
 RF0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0740.See file dsdata.txt to determine how the superseded data were derived.
 RF0740
 RF0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM1425357400(NAD 83)
 RF0740_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RF0740_SETTING: 66 = SET IN ROCK OUTCROP
 RF0740
 RF0740  HISTORY     - Date     Condition        Report By
 RF0740  HISTORY     - 1960     MONUMENTED       CGS
 RF0740
 RF0740                          STATION DESCRIPTION
 RF0740
 RF0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HRL)
 RF0740'STATION IS LOCATED ON THE SUMMIT OF PEAKED MOUNTAIN WHICH IS
 RF0740'ABOUT 20 MILES WEST-SOUTHWEST OF ASHLAND, ABOUT 2.0 MILES
 RF0740'SOUTHWEST OF ROUND MOUNTAIN LOOKOUT TOWER AND IN TOWNSHIP 10
 RF0740'NORTH, RANGE 8 WEST.  STATION, A STANDARD DISK CEMENTED IN A
 RF0740'DRILLHOLE IN OUTCROPPING ROCK AND STAMPED PEAKED MTN. 1960.  IS
 RF0740'ON THE HIGHEST POINT OF THE MOUNTAIN AND 14 FEET WEST OF A
 RF0740'SMALL PINE TREE WITH TRIANGLE BLAZE.
 RF0740'
 RF0740'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS NO. 11, 227 AND
 RF0740'163 IN ASHLAND, GO WEST ON STATE HIGHWAY NO. 11 FOR 0.7 MILE TO
 RF0740'T-INTERSECTION AT WEST END OF BRIDGE OVER AROOSTOOK RIVER.  TURN
 RF0740'LEFT AND GO SOUTHERLY THENCE WESTERLY ON SURFACED ROAD FOR 0.55
 RF0740'MILE TO FORKS.  TAKE RIGHT FORK AND GO WESTERLY ON GRADED ROAD
 RF0740'FOR 2.8 MILES TO WATCHMANS CABIN ON RIGHT.  CONTINUE WESTERLY ON
 RF0740'GRADED ROAD FOR 13.3 MILES TO FORKS.  TAKE LEFT FORK AND GO
 RF0740'SOUTHWESTERLY ON GRADED ROAD FOR 0.4 MILE TO BRIDGE.  CROSS
 RF0740'BRIDGE AND CONTINUE WESTERLY ON GRADED ROAD FOR 3.8 MILES TO
 RF0740'OLD SAW MILL.  CONTINUE WESTERLY ON GRADED ROAD FOR 0.95
 RF0740'MILE TO SIDE ROAD LEFT.  CONTINUE SOUTHWESTERLY ON GRADED
 RF0740'ROAD FOR 1.05 MILES TO TRACK ROAD LEFT AT SIGN ROWE LAKE
 RF0740'ROUND MOUNTAIN.  TURN LEFT AND GO SOUTHERLY ON TRACK
 RF0740'ROAD FOR 0.35 MILE TO BOAT LANDING AT ROWE LAKE.  CONTINUE
 RF0740'BY BOAT SOUTHERLY ACROSS LAKE TO BOAT LANDING AT
 RF0740'THE SOUTHWEST END OF LAKE.  PACK WESTERLY ON GOOD TRAIL FOR
 RF0740'ABOUT 200 YARDS TO TELEPHONE LINES.  TURN LEFT AND
 RF0740'FOLLOW GOOD TRAIL AND ALONG TELEPHONE LINES FOR ABOUT 30
 RF0740'MINUTES TO FIRE WARDENS CABIN.  PICK UP DIM TRAIL
 RF0740'AT SOUTH END OF CLEARING AND BACK OF FIRE WARDENS CABIN AND
 RF0740'FOLLOW DIM TRAIL FOR ABOUT 1 HOUR TO SOUTH END OF MIDDLE
 RF0740'MOUNTAIN.  TURN RIGHT AND GO SOUTHERLY ON DIM BLAZED TRAIL
 RF0740'FOR ABOUT 40 MINUTES TO THE SUMMIT OF PEAKED MOUNTAIN AND
 RF0740'STATION AS DESCRIBED.
 RF0740'
 RF0740'REFERENCE MARK NO. 1, A STANDARD DISK CEMENTED IN A DRILLHOLE
 RF0740'IN OUTCROPPING ROCK AND STAMPED PEAKED NO 1 1960 IS ABOUT 2
 RF0740'FEET LOWER THAN THE STATION.
 RF0740'
 RF0740'REFERENCE MARK NO. 2, A STANDARD DISK CEMENTED IN A DRILLHOLE
 RF0740'IN OUTCROPPING ROCK AND STAMPED PEAKED NO 2 1960 IS 12 FEET
 RF0740'SOUTH OF A PINE TREE WITH TRIANGLE BLAZE.  THE MARK IS ABOUT 6
 RF0740'INCHES LOWER THAN THE STATION.
 RF0740'
 RF0740'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0212 ***********************************************************************
 OC0212  DESIGNATION -  PEAKS ID 163
 OC0212  PID         -  OC0212
 OC0212  STATE/COUNTY-  ME/CUMBERLAND
 OC0212  USGS QUAD   -  PORTLAND EAST (1975)
 OC0212
 OC0212                         *CURRENT SURVEY CONTROL
 OC0212  ___________________________________________________________________
 OC0212* NAD 83(1996)-  43 39 46.43642(N)    070 10 37.45815(W)     ADJUSTED  
 OC0212* LOCAL TIDAL -         7.009  (meters)      23.00   (feet)  ADJ UNCH  
 OC0212  ___________________________________________________________________
 OC0212  LAPLACE CORR-           3.22  (seconds)                    DEFLEC99
 OC0212  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 OC0212
 OC0212  HORZ ORDER  -  THIRD
 OC0212  VERT ORDER  -  SECOND    CLASS 0
 OC0212
 OC0212.The horizontal coordinates were established by classical geodetic methods
 OC0212.and adjusted by the National Geodetic Survey in March 1998..
 OC0212
 OC0212.The orthometric height was key entered from printed documents
 OC0212.and not key verified.
 OC0212
 OC0212.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC0212
 OC0212.The geoid height was determined by GEOID03.
 OC0212
 OC0212;                    North         East     Units Scale Factor Converg.
 OC0212;SPC ME W     -    92,159.714   899,160.769   MT  0.99996668   -0 00 25.9
 OC0212;UTM  19      - 4,835,105.977   405,096.328   MT  0.99971078   -0 48 45.8
 OC0212
 OC0212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC0212!SPC ME W     -   1.00000298  x   0.99996668  =   0.99996966
 OC0212!UTM  19      -   1.00000298  x   0.99971078  =   0.99971376
 OC0212
 OC0212:                Primary Azimuth Mark                     Grid Az
 OC0212:SPC ME W     -  HALFWAY ROCK LIGHTHOUSE 1904             093 50 13.9
 OC0212:UTM  19      -  HALFWAY ROCK LIGHTHOUSE 1904             094 38 33.8
 OC0212
 OC0212|---------------------------------------------------------------------|
 OC0212| PID    Reference Object                     Distance      Geod. Az  |
 OC0212|                                                           dddmmss.s |
 OC0212| OC1529 HALFWAY ROCK LIGHTHOUSE 1904        APPROX.11.3 KM 0934948.0 |
 OC0212| CE8368 PEAKS ISLAND 163 RM 1                22.005 METERS 20851     |
 OC0212| OC1686 PEAKS RADAR TOWER 1943              153.361 METERS 23424     |
 OC0212| CE8369 PEAKS ISLAND 163 RM 2                23.128 METERS 31212     |
 OC0212| OC1791 DRILL HOLE 1974                      59.139 METERS 33758     |
 OC0212|---------------------------------------------------------------------|
 OC0212
 OC0212                          SUPERSEDED SURVEY CONTROL
 OC0212
 OC0212  NAD 83(1992)-  43 39 46.43460(N)    070 10 37.45889(W) AD(       ) 3
 OC0212  NAD 83(1986)-  43 39 46.44033(N)    070 10 37.46460(W) AD(       ) 3
 OC0212  NAD 27      -  43 39 46.14200(N)    070 10 39.30400(W) AD(       ) 3
 OC0212
 OC0212.Superseded values are not recommended for survey control.
 OC0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0212.See file dsdata.txt to determine how the superseded data were derived.
 OC0212
 OC0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0509635106(NAD 83)
 OC0212_MARKER: DB = BENCH MARK DISK
 OC0212_SETTING: 66 = SET IN ROCK OUTCROP
 OC0212_SP_SET: BEDROCK
 OC0212_STAMPING: PEAK ID 163 1941
 OC0212_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC0212+STABILITY: POSITION/ELEVATION WELL
 OC0212
 OC0212  HISTORY     - Date     Condition        Report By
 OC0212  HISTORY     - 1941     MONUMENTED       CGS
 OC0212  HISTORY     - 1943     GOOD             CGS
 OC0212  HISTORY     - 1943     GOOD             NGS
 OC0212  HISTORY     - 1974     SEE DESCRIPTION  NGS
 OC0212  HISTORY     - 1974     GOOD             USGS
 OC0212
 OC0212                          STATION DESCRIPTION
 OC0212
 OC0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC0212'STATION IS LOCATED ON THE E SIDE OF PEAKS ISLAND, ABOUT 100
 OC0212'YDS. NW OF A PROMINENT REEF EXTENDING OFF-SHORE IN AN E DIRECTION,
 OC0212'ABOUT 20 FT. W OF THE EDGE OF THE BLUFF, 24 FT. E OF THE CENTER OF
 OC0212'THE PAVED ROAD, AND ABOUT 10 FT. ABOVE THE HIGH-WATERLINE.  IT
 OC0212'IS A STANDARD STATION DISK, STAMPED PEAKS ID 163 1941 AND SET
 OC0212'IN BEDROCK FLUSH WITH THE GROUND.
 OC0212'
 OC0212'REFERENCE MARK 1 IS A STANDARD REFERENCE-MARK DISK, STAMPED
 OC0212'PEAKS ID 163 NO 1 1941 AND SET IN BEDROCK.  IT IS S-SW OF THE
 OC0212'STATION, 24 FT. W OF THE CENTERLINE OF THE PAVED ROAD, AND
 OC0212'ABOUT 2 FT. HIGHER THAN THE STATION.
 OC0212'
 OC0212'REFERENCE MARK 2 IS A STANDARD REFERENCE-MARK DISK, STAMPED
 OC0212'PEAKS ID 163 NO 2 1941 AND SET IN BEDROCK.  IT IS NW OF THE
 OC0212'STATION, 16 FT. W OF THE PAVED ROAD, AND ABOUT 2 FT. HIGHER
 OC0212'THAN THE STATION.
 OC0212
 OC0212                          STATION RECOVERY (1943)
 OC0212
 OC0212'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 OC0212'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 OC0212'DESCRIBED AND FOUND IN GOOD CONDITION.  ORIGINAL DESCRIPTION
 OC0212'SUBMITTED BY P.L.B. IN 1941 IS ADEQUATE.
 OC0212
 OC0212                          STATION RECOVERY (1943)
 OC0212
 OC0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 OC0212'1.2 MI NE FROM PEAK ISLAND.
 OC0212'1.2 MILES EAST-NORTHEAST ALONG A DIRT ROAD FROM THE POST OFFICE
 OC0212'AT PEAK ISLAND, CUMBERLAND COUNTY, ON THE EAST SIDE OF THE
 OC0212'ISLAND, 400 FEET EAST OF A STEEL RADAR TOWER, 200 FEET NORTH
 OC0212'OF THE NORTHEAST CORNER OF A LOOKOUT BUILDING, 23 FEET WEST OF
 OC0212'THE SHORELINE, 21.6 FEET EAST OF THE CENTERLINE OF THE ROAD, AND
 OC0212'IN BEDROCK FLUSH WITH THE GROUND.
 OC0212
 OC0212                          STATION RECOVERY (1974)
 OC0212
 OC0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 OC0212'STATION MARK, REFERENCE MARK 1 AND 2 WERE RECOVERED IN GOOD
 OC0212'CONDITION.  NEW DESCRIPTION FOLLOWS--
 OC0212'
 OC0212'STATION IS LOCATED, ABOUT 100 YARDS NORTHWEST OF A PROMINENT
 OC0212'REEF EXTENDING OFF-SHORE IN AN EAST DIRECTION, 10 FEET NORTH OF
 OC0212'THE NORTH EDGE OF A SMALL PARKING AREA ON THE EAST SIDE OF PEAKS
 OC0212'ISLAND, ABOUT 10 FEET ABOVE THE HIGH WATER LINE AND MARK IS
 OC0212'COVERED BY LOW BRUSH.
 OC0212'
 OC0212'TO REACH FROM THE POST OFFICE ON PEAKS ISLAND, GO NORTH ON
 OC0212'PAVED ROAD FOR 0.45 MILE TO ISLAND AVENUE ON LEFT AT SCHOOL
 OC0212'HOUSE, TURN LEFT, GO NORTH ON ISLAND AVENUE FOR 0.65 MILE TO
 OC0212'CROSS STREET AT WEBBERS STORE TURN RIGHT, GO EAST UP HILL ON
 OC0212'TREFETHEN AVENUE FOR 0.1 MILE TO SEASHORE AVENUE, TURN RIGHT ON
 OC0212'SEASHORE AVENUE, GO 0.15 MILE TO TRACK ROAD LEFT, CONTINUE
 OC0212'AHEAD ON MAIN ROAD ALONG EDGE OF ISLAND FOR 0.65 MILE TO
 OC0212'STATION ON LEFT.
 OC0212'
 OC0212'STATION MARK, R.M. 1 AND R.M. 2 WERE RECOVERED IN GOOD
 OC0212'CONDITION.  STATION MARK IS A STANDARD DISK STAMPED PEAKS ID
 OC0212'163 1941 CEMENTED IN A DRILL HOLE IN A OUTCROPPING ROCK - FLUSH,
 OC0212'25 FEET EAST OF THE CENTERLINE OF PAVED ROAD, 25.5 FEET WEST
 OC0212'OF EAST EDGE OF BLUFF.
 OC0212'
 OC0212'REFERENCE NO. 1 IS A STANDARD DISK STAMPED PEAKS ID 163
 OC0212'NO. 1 1941, SET IN DRILL HOLE IN ROCK - FLUSH, 24 FEET WEST OF
 OC0212'CENTERLINE OF PAVED ROAD, 5.5 FEET SOUTH OF CENTERLINE TRACK
 OC0212'ROAD.
 OC0212'
 OC0212'REFERENCE NO. 2 IS A STANDARD DISK STAMPED PEAKS ID 163 NO. 2
 OC0212'1941, SET IN DRILL HOLE IN ROCK FLUSH, 16 FEET WEST OF
 OC0212'CENTERLINE OF PAVED ROAD.
 OC0212'
 OC0212'NO AZIMUTH MARK FOR THIS STATION.
 OC0212'
 OC0212'HEIGHT OF LIGHT ABOVE STATION MARK 4.62 FEET.
 OC0212'
 OC0212'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OC0212'ABOUT 3.5 MILES NORTHEAST OF PORTLAND.
 OC0212
 OC0212                          STATION RECOVERY (1974)
 OC0212
 OC0212'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 OC0212'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1714 ***********************************************************************
 OC1714  DESIGNATION -  PEAKS ISLAND FCT EAST 1943
 OC1714  PID         -  OC1714
 OC1714  STATE/COUNTY-  ME/CUMBERLAND
 OC1714  USGS QUAD   -  PORTLAND EAST (1975)
 OC1714
 OC1714                         *CURRENT SURVEY CONTROL
 OC1714  ___________________________________________________________________
 OC1714* NAD 83(1996)-  43 39 41.20443(N)    070 11 10.83133(W)     ADJUSTED  
 OC1714* NAVD 88     -        29.     (meters)      95.     (feet)  SCALED    
 OC1714  ___________________________________________________________________
 OC1714  LAPLACE CORR-           3.26  (seconds)                    DEFLEC99
 OC1714  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 OC1714
 OC1714  HORZ ORDER  -  SECOND
 OC1714
 OC1714.The horizontal coordinates were established by classical geodetic methods
 OC1714.and adjusted by the National Geodetic Survey in March 1998..
 OC1714
 OC1714.The orthometric height was scaled from a topographic map.
 OC1714
 OC1714.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1714
 OC1714.The geoid height was determined by GEOID03.
 OC1714
 OC1714;                    North         East     Units Scale Factor Converg.
 OC1714;SPC ME W     -    91,998.381   898,413.021   MT  0.99996670   -0 00 48.9
 OC1714;UTM  19      - 4,834,955.211   404,346.577   MT  0.99971254   -0 49 08.8
 OC1714
 OC1714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1714!SPC ME W     -   0.99999957  x   0.99996670  =   0.99996627
 OC1714!UTM  19      -   0.99999957  x   0.99971254  =   0.99971211
 OC1714
 OC1714                          SUPERSEDED SURVEY CONTROL
 OC1714
 OC1714  NAD 83(1992)-  43 39 41.20263(N)    070 11 10.83209(W) AD(       ) 2
 OC1714  NAD 83(1986)-  43 39 41.20861(N)    070 11 10.83766(W) AD(       ) 2
 OC1714  NAD 27      -  43 39 40.91100(N)    070 11 12.67600(W) AD(       ) 2
 OC1714
 OC1714.Superseded values are not recommended for survey control.
 OC1714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1714.See file dsdata.txt to determine how the superseded data were derived.
 OC1714
 OC1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0434734955(NAD 83)
 OC1714
 OC1714  HISTORY     - Date     Condition        Report By
 OC1714  HISTORY     - 1943     MONUMENTED       CGS
 OC1714
 OC1714                          STATION DESCRIPTION
 OC1714
 OC1714'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 OC1714'THE STATION IS THE E-MOST ONE OF TWO FIRE CONTROL TOWERS ERECTED
 OC1714'BY THE U.S. ARMY ON PEAKS ISLAND.  IT IS AN ALL CONCRETE
 OC1714'STRUCTURE ABOUT 14- BY 14-FT. SQUARE, AND EIGHT STORIES
 OC1714'HIGH.  POINT OBSERVED UPON WAS THE POINT INDICATED BY THE
 OC1714'CONTRACTOR AS BEING THE CENTER OF THE INSTRUMENT MOUNT.  THE
 OC1714'TOWER WAS IN THE PROCESS OF CONSTRUCTION AT THE TIME OF TRAVERSE
 OC1714'AND OBSERVATIONS.
 OC1714'
 OC1714'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1704 ***********************************************************************
 OC1704  DESIGNATION -  PEAKS ISLAND FCT WEST 1943
 OC1704  PID         -  OC1704
 OC1704  STATE/COUNTY-  ME/CUMBERLAND
 OC1704  USGS QUAD   -  PORTLAND EAST (1975)
 OC1704
 OC1704                         *CURRENT SURVEY CONTROL
 OC1704  ___________________________________________________________________
 OC1704* NAD 83(1996)-  43 39 38.59482(N)    070 11 17.36713(W)     ADJUSTED  
 OC1704* NAVD 88     -        27.     (meters)      89.     (feet)  SCALED    
 OC1704  ___________________________________________________________________
 OC1704  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 OC1704  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 OC1704
 OC1704  HORZ ORDER  -  SECOND
 OC1704
 OC1704.The horizontal coordinates were established by classical geodetic methods
 OC1704.and adjusted by the National Geodetic Survey in March 1998..
 OC1704
 OC1704.The orthometric height was scaled from a topographic map.
 OC1704
 OC1704.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1704
 OC1704.The geoid height was determined by GEOID03.
 OC1704
 OC1704;                    North         East     Units Scale Factor Converg.
 OC1704;SPC ME W     -    91,917.881   898,266.565   MT  0.99996670   -0 00 53.4
 OC1704;UTM  19      - 4,834,876.797   404,199.041   MT  0.99971289   -0 49 13.3
 OC1704
 OC1704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1704!SPC ME W     -   0.99999989  x   0.99996670  =   0.99996659
 OC1704!UTM  19      -   0.99999989  x   0.99971289  =   0.99971278
 OC1704
 OC1704                          SUPERSEDED SURVEY CONTROL
 OC1704
 OC1704  NAD 83(1992)-  43 39 38.59302(N)    070 11 17.36790(W) AD(       ) 2
 OC1704  NAD 83(1986)-  43 39 38.59901(N)    070 11 17.37344(W) AD(       ) 2
 OC1704  NAD 27      -  43 39 38.30200(N)    070 11 19.21200(W) AD(       ) 2
 OC1704
 OC1704.Superseded values are not recommended for survey control.
 OC1704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1704.See file dsdata.txt to determine how the superseded data were derived.
 OC1704
 OC1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0419934877(NAD 83)
 OC1704
 OC1704  HISTORY     - Date     Condition        Report By
 OC1704  HISTORY     - 1943     MONUMENTED       CGS
 OC1704
 OC1704                          STATION DESCRIPTION
 OC1704
 OC1704'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 OC1704'THE STATION IS THE W-MOST ONE OF TWO FIRE CONTROL TOWERS
 OC1704'ERECTED BY THE U.S. ARMY ON PEAKS ISLAND.  IT IS AN ALL
 OC1704'CONCRETE STRUCTURE ABOUT 14- BY 14-FT. SQUARE, AND EIGHT STORIES
 OC1704'HIGH.  POINT OBSERVED UPON WAS THE POINT INDICATED BY THE
 OC1704'CONTRACTOR AS BEING THE CENTER OF THE INSTRUMENT MOUNT.  THE
 OC1704'TOWER WAS IN THE PROCESS OF CONSTRUCTION AT THE TIME OF
 OC1704'TRAVERSE AND OBSERVATIONS.
 OC1704'
 OC1704'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1790 ***********************************************************************
 OC1790  DESIGNATION -  PEAKS ISLAND STANDPIPE
 OC1790  PID         -  OC1790
 OC1790  STATE/COUNTY-  ME/CUMBERLAND
 OC1790  USGS QUAD   -  PORTLAND EAST (1975)
 OC1790
 OC1790                         *CURRENT SURVEY CONTROL
 OC1790  ___________________________________________________________________
 OC1790* NAD 83(1996)-  43 39 25.16967(N)    070 11 37.31507(W)     ADJUSTED  
 OC1790* NAVD 88     -                                                        
 OC1790  ___________________________________________________________________
 OC1790  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 OC1790  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 OC1790
 OC1790  HORZ ORDER  -  THIRD
 OC1790
 OC1790.The horizontal coordinates were established by classical geodetic methods
 OC1790.and adjusted by the National Geodetic Survey in March 1998..
 OC1790
 OC1790
 OC1790.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1790
 OC1790.The geoid height was determined by GEOID03.
 OC1790
 OC1790;                    North         East     Units Scale Factor Converg.
 OC1790;SPC ME W     -    91,503.689   897,819.490   MT  0.99996673   -0 01 07.2
 OC1790;UTM  19      - 4,834,469.035   403,746.303   MT  0.99971396   -0 49 26.8
 OC1790
 OC1790                          SUPERSEDED SURVEY CONTROL
 OC1790
 OC1790  NAD 83(1992)-  43 39 25.16821(N)    070 11 37.31600(W) AD(       ) 4
 OC1790  NAD 83(1986)-  43 39 25.17405(N)    070 11 37.32166(W) AD(       ) 4
 OC1790  NAD 27      -  43 39 24.87616(N)    070 11 39.16691(W) AD(       ) 3
 OC1790
 OC1790.Superseded values are not recommended for survey control.
 OC1790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1790.See file dsdata.txt to determine how the superseded data were derived.
 OC1790
 OC1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0374634469(NAD 83)
 OC1790_MARKER: 52 = STANDPIPE TANK
 OC1790
 OC1790  HISTORY     - Date     Condition        Report By
 OC1790  HISTORY     - 1975     FIRST OBSERVED   NGS
 OC1790
 OC1790                          STATION DESCRIPTION
 OC1790
 OC1790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 OC1790'THE STATION IS THE VENT STACK AT THE TOP CENTER OF THE 50 FOOT
 OC1790'TALL, 40 FOOT DIAMETER, 470,000 GAL, STANDPIPE BUILT BY PORTLAND
 OC1790'COMPANY OF PORTLAND, MAINE IN 1934.  LOCATED IN THE CITY OF
 OC1790'PORTLAND ON PEAKS ISLAND ON THE HIGH POINT OF LAND BEHIND A BRICK
 OC1790'HOUSE ON BRACKET STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1686 ***********************************************************************
 OC1686  DESIGNATION -  PEAKS RADAR TOWER 1943
 OC1686  PID         -  OC1686
 OC1686  STATE/COUNTY-  ME/CUMBERLAND
 OC1686  USGS QUAD   -  PORTLAND EAST (1975)
 OC1686
 OC1686                         *CURRENT SURVEY CONTROL
 OC1686  ___________________________________________________________________
 OC1686* NAD 83(1996)-  43 39 43.54340(N)    070 10 43.02330(W)     ADJUSTED  
 OC1686* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 OC1686  ___________________________________________________________________
 OC1686  LAPLACE CORR-           3.22  (seconds)                    DEFLEC99
 OC1686  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 OC1686
 OC1686  HORZ ORDER  -  THIRD
 OC1686
 OC1686.The horizontal coordinates were established by classical geodetic methods
 OC1686.and adjusted by the National Geodetic Survey in March 1998..
 OC1686
 OC1686.The orthometric height was scaled from a topographic map.
 OC1686
 OC1686.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1686
 OC1686.The geoid height was determined by GEOID03.
 OC1686
 OC1686;                    North         East     Units Scale Factor Converg.
 OC1686;SPC ME W     -    92,070.447   899,036.071   MT  0.99996668   -0 00 29.7
 OC1686;UTM  19      - 4,835,018.494   404,970.420   MT  0.99971108   -0 48 49.6
 OC1686
 OC1686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1686!SPC ME W     -   1.00000302  x   0.99996668  =   0.99996970
 OC1686!UTM  19      -   1.00000302  x   0.99971108  =   0.99971410
 OC1686
 OC1686                          SUPERSEDED SURVEY CONTROL
 OC1686
 OC1686  NAD 83(1992)-  43 39 43.54158(N)    070 10 43.02404(W) AD(       ) 4
 OC1686  NAD 83(1986)-  43 39 43.54732(N)    070 10 43.02972(W) AD(       ) 4
 OC1686  NAD 27      -  43 39 43.24900(N)    070 10 44.86900(W) AD(       ) 3
 OC1686
 OC1686.Superseded values are not recommended for survey control.
 OC1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1686.See file dsdata.txt to determine how the superseded data were derived.
 OC1686
 OC1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0497035018(NAD 83)
 OC1686
 OC1686  HISTORY     - Date     Condition        Report By
 OC1686  HISTORY     - 1943     MONUMENTED       CGS
 OC1686
 OC1686                          STATION DESCRIPTION
 OC1686
 OC1686'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 OC1686'STATION IS THE CENTER OF THE BASE OF THE TOWER.  THIS IS A
 OC1686'FOUR-LEGGED STRUCTURAL STEEL TOWER WITH WHAT APPEARS TO BE A
 OC1686'WATER TANK ON THE TOP.  IT IS ON THE N CENTRAL PART OF PEAKS
 OC1686'ISLAND ABOUT 300 FT. NW OF BATTERY CRAVENS.
 OC1686'
 OC1686'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0620 ***********************************************************************
 QF0620  DESIGNATION -  PEARCE IBC
 QF0620  PID         -  QF0620
 QF0620  STATE/COUNTY-  ME/WASHINGTON
 QF0620  USGS QUAD   -  VANCEBORO (1988)
 QF0620
 QF0620                         *CURRENT SURVEY CONTROL
 QF0620  ___________________________________________________________________
 QF0620* NAD 83(1996)-  45 36 18.39624(N)    067 29 25.58354(W)     ADJUSTED  
 QF0620* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 QF0620  ___________________________________________________________________
 QF0620  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 QF0620  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 QF0620
 QF0620  HORZ ORDER  -  THIRD
 QF0620
 QF0620.The horizontal coordinates were established by classical geodetic methods
 QF0620.and adjusted by the National Geodetic Survey in March 1998..
 QF0620
 QF0620.The orthometric height was scaled from a topographic map.
 QF0620
 QF0620.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0620
 QF0620.The geoid height was determined by GEOID03.
 QF0620
 QF0620;                    North         East     Units Scale Factor Converg.
 QF0620;SPC ME E     -   215,883.099   378,750.360   MT  0.99997622   +0 43 17.1
 QF0620;UTM  19      - 5,051,282.217   617,717.196   MT  0.99977037   +1 04 43.5
 QF0620
 QF0620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0620!SPC ME E     -   0.99998541  x   0.99997622  =   0.99996163
 QF0620!UTM  19      -   0.99998541  x   0.99977037  =   0.99975578
 QF0620
 QF0620:                Primary Azimuth Mark                     Grid Az
 QF0620:SPC ME E     -  LINDSAY IBC                              077 20 47.8
 QF0620:UTM  19      -  LINDSAY IBC                              076 59 21.4
 QF0620
 QF0620|---------------------------------------------------------------------|
 QF0620| PID    Reference Object                     Distance      Geod. Az  |
 QF0620|                                                           dddmmss.s |
 QF0620| QF0615 LINDSAY IBC                         APPROX. 0.9 KM 0780404.9 |
 QF0620|---------------------------------------------------------------------|
 QF0620
 QF0620                          SUPERSEDED SURVEY CONTROL
 QF0620
 QF0620  NAD 83(1992)-  45 36 18.39241(N)    067 29 25.58066(W) AD(       ) 3
 QF0620  NAD 83(1986)-  45 36 18.39657(N)    067 29 25.59155(W) AD(       ) 3
 QF0620  NAD 27      -  45 36 18.16500(N)    067 29 27.59300(W) AD(       ) 3
 QF0620
 QF0620.Superseded values are not recommended for survey control.
 QF0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0620.See file dsdata.txt to determine how the superseded data were derived.
 QF0620
 QF0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL1771751282(NAD 83)
 QF0620_MARKER: DD = SURVEY DISK
 QF0620_SETTING: 80 = SET IN A BOULDER
 QF0620_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0620+STABILITY: SURFACE MOTION
 QF0620
 QF0620  HISTORY     - Date     Condition        Report By
 QF0620  HISTORY     - 1946     MONUMENTED       IBC
 QF0620  HISTORY     - 1955     GOOD             IBC
 QF0620
 QF0620                          STATION DESCRIPTION
 QF0620
 QF0620'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF0620'ON THE E OF THE SMALL CANADIAN ISLANDS DIRECTLY N
 QF0620'OF---THE NARROWS---IN SPEDNIK LAKE AND S OF THE W PART OF LINDSAY
 QF0620'ISLAND.  IT IS ABOUT THE CENTER OF THE ROCK FIELD 150 FEET N OF THE
 QF0620'GROUP OF SCRUB TREES NEAR THE S END OF THE ISLAND, WHICH ALONE ARE
 QF0620'ABOVE HIGH WATER, EXCEPT FOR THE TOPS OF SOME HIGH BOULDERS AROUND
 QF0620'THE STATION.  THE STATION IS ON A FLAT - TOPPED JAVELIN - HEAD
 QF0620'SHAPED ROCK 17 FEET IN A NE - SW DIRECTION, 12 FEET WIDE NEAR THE
 QF0620'MIDDLE AND 4 FEET HIGH WHICH IS AMONG A GROUP OF HUGE BOULDERS NEARLY
 QF0620'AS LARGE.
 QF0620'
 QF0620'STATION MARK IS AN IBC BRONZE STATION STATION DISK SET IN A DRILL
 QF0620'HOLE IN THE ROCK.
 QF0620
 QF0620                          STATION RECOVERY (1955)
 QF0620
 QF0620'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF0620'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1072 ***********************************************************************
 PD1072  DESIGNATION -  PEARL
 PD1072  PID         -  PD1072
 PD1072  STATE/COUNTY-  ME/HANCOCK
 PD1072  USGS QUAD   -  PETIT MANAN POINT (1977)
 PD1072
 PD1072                         *CURRENT SURVEY CONTROL
 PD1072  ___________________________________________________________________
 PD1072* NAD 83(1996)-  44 23 37.56586(N)    067 59 15.92358(W)     ADJUSTED  
 PD1072* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 PD1072  ___________________________________________________________________
 PD1072  LAPLACE CORR-           3.41  (seconds)                    DEFLEC99
 PD1072  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 PD1072
 PD1072  HORZ ORDER  -  SECOND
 PD1072
 PD1072.The horizontal coordinates were established by classical geodetic methods
 PD1072.and adjusted by the National Geodetic Survey in March 1998..
 PD1072
 PD1072.The orthometric height was scaled from a topographic map.
 PD1072
 PD1072.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1072
 PD1072.The geoid height was determined by GEOID03.
 PD1072
 PD1072;                    North         East     Units Scale Factor Converg.
 PD1072;SPC ME E     -    80,909.863   340,808.330   MT  0.99992047   +0 21 30.1
 PD1072;UTM  19      - 4,916,107.554   580,617.152   MT  0.99967993   +0 42 29.5
 PD1072
 PD1072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD1072!SPC ME E     -   1.00000249  x   0.99992047  =   0.99992296
 PD1072!UTM  19      -   1.00000249  x   0.99967993  =   0.99968242
 PD1072
 PD1072|---------------------------------------------------------------------|
 PD1072| PID    Reference Object                     Distance      Geod. Az  |
 PD1072|                                                           dddmmss.s |
 PD1072| CE8600 PEARL RM 1                            6.871 METERS 03756     |
 PD1072| PD1077 COREA CHURCH SPIRE                  APPROX. 1.3 KM 0451302.8 |
 PD1072| PE1769 SCHOODIC RESET                      APPROX. 7.1 KM 2272349.3 |
 PD1072| PE1755 PROSPECT HARBOR TALL WHITE CH       APPROX. 3.4 KM 2940153.3 |
 PD1072| CE8601 PEARL RM 2                            7.083 METERS 29931     |
 PD1072|---------------------------------------------------------------------|
 PD1072
 PD1072                          SUPERSEDED SURVEY CONTROL
 PD1072
 PD1072  NAD 83(1992)-  44 23 37.56276(N)    067 59 15.92888(W) AD(       ) 2
 PD1072  NAD 83(1986)-  44 23 37.56008(N)    067 59 15.93373(W) AD(       ) 2
 PD1072  NAD 27      -  44 23 37.27000(N)    067 59 17.92400(W) AD(       ) 2
 PD1072
 PD1072.Superseded values are not recommended for survey control.
 PD1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1072.See file dsdata.txt to determine how the superseded data were derived.
 PD1072
 PD1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK8061716108(NAD 83)
 PD1072
 PD1072  HISTORY     - Date     Condition        Report By
 PD1072  HISTORY     - 1861     MONUMENTED       CGS
 PD1072  HISTORY     - 1929     SEE DESCRIPTION  MEGS
 PD1072  HISTORY     - 1931     SEE DESCRIPTION  MEGS
 PD1072  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PD1072  HISTORY     - 1965     SEE DESCRIPTION  CGS
 PD1072
 PD1072                          STATION DESCRIPTION
 PD1072
 PD1072'DESCRIBED BY COAST AND GEODETIC SURVEY 1861 (FPW)
 PD1072'ON A HILL ON THE EASTERN SIDE OF PROSPECT HARBOR AND ABOUT A MILE
 PD1072'N OF CRANBERRY POINT.
 PD1072'
 PD1072'THE STATION IS MARKED BY A HOLE DRILLED IN A ROCK.
 PD1072
 PD1072                          STATION RECOVERY (1929)
 PD1072
 PD1072'RECOVERY NOTE BY MAINE GEODETIC SURVEY 1929
 PD1072'A POSITION OF MINOR IMPORTANCE NEAR THE SHORE OF PROSPECT
 PD1072'HARBOR.  THE STATION MARK WAS NOT FOUND.
 PD1072
 PD1072                          STATION RECOVERY (1931)
 PD1072
 PD1072'RECOVERY NOTE BY MAINE GEODETIC SURVEY 1931
 PD1072'THE STATEMENT IN THE ORIGINAL DESCRIPTION THAT THE STATION IS ON
 PD1072'A HILL IS SOMEWHAT MISLEADING, THE LAND IN THE VICINITY BEING
 PD1072'FAIRLY FLAT AND NOT VERY HIGH.  THERE ARE NUMEROUS POINTS NEARBY
 PD1072'WHICH APPEAR TO BE AS HIGH AS THE STATION.
 PD1072'
 PD1072'THE STATION MARK IS A DRILL HOLE IN GOOD CONDITION, COVERED
 PD1072'BY A CAIRN, 2 TO 3 FEET HIGH, WHICH I REBUILT AFTER FINDING THE
 PD1072'HOLE.  THE VIEW IS OBSTRUCTED IN ALL DIRECTIONS, AT LEAST IN
 PD1072'SUMMER, BUT LINES COULD EASILY BE OPENED BY SOME CUTTING.
 PD1072'
 PD1072'THIS NOTE SUPERSEDES THE STATEMENT IN MY LETTER OF SEPT. 26,
 PD1072'1929, AT WHICH TIME I HAD NOT FOUND THE STATION.
 PD1072'
 PD1072'THE STATION MAY BEST BE APPROACHED FROM SHARK COVE, WHICH MAY BE
 PD1072'REACHED BY AN OLD ROAD FROM COREA, OR BY LANDING ON THE
 PD1072'BEACH.  IT IS ON AN EXPOSED LEDGE IN A RATHER DENSE GROWTH OF
 PD1072'ALDERS AND OTHER SMALL TREES AND BUSHES.
 PD1072
 PD1072                          STATION RECOVERY (1934)
 PD1072
 PD1072'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PD1072'THIS STATION IS ON THE SUMMIT OF A LOW HILL ON THE E SIDE OF THE
 PD1072'ENTRANCE TO PROSPECT HARBOR, JUST N OF SHARK COVE, AND ABOUT A
 PD1072'MILE N OF CRANBERRY POINT.  IT IS ON THE WESTERN END OF A SMALL
 PD1072'RIDGE ON TOP OF THE HILL, ON A BARE FLAT LEDGE IN THE MIDDLE OF
 PD1072'A SMALL CLEARING.
 PD1072'
 PD1072'IT IS MARKED BY A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 PD1072'IN OUTCROPPING BEDROCK.
 PD1072'
 PD1072'TWO STANDARD REFERENCE MARKS ARE LOCATED AS FOLLOWS--NO. 1
 PD1072'IS ENE OF THE STATION AND NO. 2 IS NW OF THE STATION, BOTH ON
 PD1072'BARE LEDGES.
 PD1072'
 PD1072'A 30-FOOT SIGNAL ANCHORED WITH ROCKS WAS BUILT IN 1934.
 PD1072
 PD1072                          STATION RECOVERY (1965)
 PD1072
 PD1072'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (NCS)
 PD1072'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1934.  NOTHING CAN
 PD1072'BE SEEN FROM THE GROUND AT THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1403 ***********************************************************************
 QG1403  DESIGNATION -  PEASLEY
 QG1403  PID         -  QG1403
 QG1403  STATE/COUNTY-  ME/PENOBSCOT
 QG1403  USGS QUAD   -  BURLINGTON (1988)
 QG1403
 QG1403                         *CURRENT SURVEY CONTROL
 QG1403  ___________________________________________________________________
 QG1403* NAD 83(1996)-  45 14 51.57911(N)    068 25 22.18473(W)     ADJUSTED  
 QG1403* NAVD 88     -       241.     (meters)     791.     (feet)  SCALED    
 QG1403  ___________________________________________________________________
 QG1403  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 QG1403  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 QG1403
 QG1403  HORZ ORDER  -  THIRD
 QG1403
 QG1403.The horizontal coordinates were established by classical geodetic methods
 QG1403.and adjusted by the National Geodetic Survey in March 1998..
 QG1403
 QG1403.The orthometric height was scaled from a topographic map.
 QG1403
 QG1403.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1403
 QG1403.The geoid height was determined by GEOID03.
 QG1403
 QG1403;                    North         East     Units Scale Factor Converg.
 QG1403;SPC ME E     -   175,667.258   306,057.806   MT  0.99990045   +0 03 17.3
 QG1403;UTM  19      - 5,010,624.995   545,293.494   MT  0.99962522   +0 24 35.6
 QG1403
 QG1403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1403!SPC ME E     -   0.99996606  x   0.99990045  =   0.99986651
 QG1403!UTM  19      -   0.99996606  x   0.99962522  =   0.99959129
 QG1403
 QG1403:                Primary Azimuth Mark                     Grid Az
 QG1403:SPC ME E     -  LEE                                      043 23 26.3
 QG1403:UTM  19      -  LEE                                      043 02 08.0
 QG1403
 QG1403|---------------------------------------------------------------------|
 QG1403| PID    Reference Object                     Distance      Geod. Az  |
 QG1403|                                                           dddmmss.s |
 QG1403| QG1407 LEE                                 APPROX.16.0 KM 0432643.6 |
 QG1403|---------------------------------------------------------------------|
 QG1403
 QG1403                          SUPERSEDED SURVEY CONTROL
 QG1403
 QG1403  NAD 83(1992)-  45 14 51.57782(N)    068 25 22.18242(W) AD(       ) 3
 QG1403  NAD 83(1986)-  45 14 51.58101(N)    068 25 22.18488(W) AD(       ) 3
 QG1403  NAD 27      -  45 14 51.35607(N)    068 25 24.09787(W) AD(       ) 3
 QG1403
 QG1403.Superseded values are not recommended for survey control.
 QG1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1403.See file dsdata.txt to determine how the superseded data were derived.
 QG1403
 QG1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL4529310625(NAD 83)
 QG1403_MARKER: DD = SURVEY DISK
 QG1403_SETTING: 0 = UNSPECIFIED SETTING
 QG1403_MAGNETIC: N = NO MAGNETIC MATERIAL
 QG1403_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG1403
 QG1403  HISTORY     - Date     Condition        Report By
 QG1403  HISTORY     - 1928     MONUMENTED       USGS
 QG1403
 QG1403                          STATION DESCRIPTION
 QG1403
 QG1403'DESCRIBED BY US GEOLOGICAL SURVEY 1928 (TTR)
 QG1403'LOCATED ON HIGHEST POINT OF BARE, GRASS COVERED HILL, IN TOWN OF
 QG1403'BURLINGTON, E. OF ESCULASSIS POND.
 QG1403'
 QG1403'STATION MARK-  STANDARD TRIANGULATION DISK CEMENTED IN SOLID
 QG1403'GRANITE LEVEL WITH SURFACE OF GROUND.  (NOTE-  STATION RECOVERED
 QG1403'IN 1929, BUT ONLY STEM OF OLD DISK WAS IN PLACE.  A NEW DISK
 QG1403'WAS SET IN SAME HOLE.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1852 ***********************************************************************
 PE1852  DESIGNATION -  PEC
 PE1852  PID         -  PE1852
 PE1852  STATE/COUNTY-  ME/HANCOCK
 PE1852  USGS QUAD   -  SWANS ISLAND (1983)
 PE1852
 PE1852                         *CURRENT SURVEY CONTROL
 PE1852  ___________________________________________________________________
 PE1852* NAD 83(1996)-  44 12 47.53966(N)    068 29 10.57952(W)     ADJUSTED  
 PE1852* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 PE1852  ___________________________________________________________________
 PE1852  LAPLACE CORR-           5.18  (seconds)                    DEFLEC99
 PE1852  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 PE1852
 PE1852  HORZ ORDER  -  THIRD
 PE1852
 PE1852.The horizontal coordinates were established by classical geodetic methods
 PE1852.and adjusted by the National Geodetic Survey in March 1998..
 PE1852
 PE1852.The orthometric height was scaled from a topographic map.
 PE1852
 PE1852.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1852
 PE1852.The geoid height was determined by GEOID03.
 PE1852
 PE1852;                    North         East     Units Scale Factor Converg.
 PE1852;SPC ME E     -    60,720.529   301,097.003   MT  0.99990001   +0 00 34.5
 PE1852;UTM  19      - 4,895,681.847   541,039.916   MT  0.99962071   +0 21 29.7
 PE1852
 PE1852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1852!SPC ME E     -   1.00000247  x   0.99990001  =   0.99990248
 PE1852!UTM  19      -   1.00000247  x   0.99962071  =   0.99962318
 PE1852
 PE1852:                Primary Azimuth Mark                     Grid Az
 PE1852:SPC ME E     -  SHIP AND BARGE BEACON                    072 27 18.7
 PE1852:UTM  19      -  SHIP AND BARGE BEACON                    072 06 23.5
 PE1852
 PE1852|---------------------------------------------------------------------|
 PE1852| PID    Reference Object                     Distance      Geod. Az  |
 PE1852|                                                           dddmmss.s |
 PE1852| PE1849 SHIP AND BARGE BEACON               APPROX. 4.6 KM 0722753.2 |
 PE1852| PE1996 EGG ROCK BEACON                     APPROX. 3.6 KM 2101247.8 |
 PE1852| PE2001 LONG LEDGE BEACON                   APPROX. 6.1 KM 2324212.0 |
 PE1852| PE1861 BLUE HILL BAY FLYE IS LH            APPROX. 4.1 KM 3464658.3 |
 PE1852|---------------------------------------------------------------------|
 PE1852
 PE1852                          SUPERSEDED SURVEY CONTROL
 PE1852
 PE1852  NAD 83(1992)-  44 12 47.54706(N)    068 29 10.56495(W) AD(       ) 3
 PE1852  NAD 83(1986)-  44 12 47.54810(N)    068 29 10.56731(W) AD(       ) 3
 PE1852  NAD 27      -  44 12 47.25300(N)    068 29 12.48600(W) AD(       ) 3
 PE1852
 PE1852.Superseded values are not recommended for survey control.
 PE1852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1852.See file dsdata.txt to determine how the superseded data were derived.
 PE1852
 PE1852_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ4104095682(NAD 83)
 PE1852
 PE1852  HISTORY     - Date     Condition        Report By
 PE1852  HISTORY     - 1944     MONUMENTED       CGS
 PE1852  HISTORY     - 1956     SEE DESCRIPTION  CGS
 PE1852
 PE1852                          STATION DESCRIPTION
 PE1852
 PE1852'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1852'STATION IS A STANDARD TOPOGRAPHIC DISC, STAMPED PEC 1944 SET IN
 PE1852'DRILL HOLE IN LEDGE ROCK.  LEDGE IS A SMALL ISLAND JUST OFF THE
 PE1852'NORTHWEST TIP OF OPECHE ISLAND IN THE N.E. PART OF JERICHO
 PE1852'BAY.  STATION IS ABOUT 13 METERS WEST OF MOST NORTHERLY AND
 PE1852'WESTERLY TIP OF GRASS POINT.
 PE1852'
 PE1852'APPROXIMATE ELEVATION ABOVE HIGH WATER MARK 2 FEET.
 PE1852
 PE1852                          STATION RECOVERY (1956)
 PE1852
 PE1852'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 PE1852'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 PE1852'DESCRIPTION IS ADEQUATE AND COMPLETE WITH THE FOLLOWING ADDITION--
 PE1852'
 PE1852'THE STATION IS MARKED BY A TOPOGRAPHIC DISK, STAMPED PEC 1944.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1760 ***********************************************************************
 QF1760  DESIGNATION -  PEEKABOO MOUNTAIN
 QF1760  PID         -  QF1760
 QF1760  STATE/COUNTY-  ME/AROOSTOOK
 QF1760  USGS QUAD   -  JIMMEY MOUNTAIN (1988)
 QF1760
 QF1760                         *CURRENT SURVEY CONTROL
 QF1760  ___________________________________________________________________
 QF1760* NAD 83(1996)-  45 44 46.50476(N)    067 52 46.86464(W)     ADJUSTED  
 QF1760* NAVD 88     -       331.     (meters)    1086.     (feet)  SCALED    
 QF1760  ___________________________________________________________________
 QF1760  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 QF1760  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 QF1760
 QF1760  HORZ ORDER  -  THIRD
 QF1760
 QF1760.The horizontal coordinates were established by classical geodetic methods
 QF1760.and adjusted by the National Geodetic Survey in March 1998..
 QF1760
 QF1760.The orthometric height was scaled from a topographic map.
 QF1760
 QF1760.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1760
 QF1760.The geoid height was determined by GEOID03.
 QF1760
 QF1760;                    North         East     Units Scale Factor Converg.
 QF1760;SPC ME E     -   231,260.050   348,266.006   MT  0.99992863   +0 26 39.5
 QF1760;UTM  19      - 5,066,465.172   587,144.166   MT  0.99969336   +0 48 08.9
 QF1760
 QF1760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1760!SPC ME E     -   0.99995186  x   0.99992863  =   0.99988049
 QF1760!UTM  19      -   0.99995186  x   0.99969336  =   0.99964523
 QF1760
 QF1760:                Primary Azimuth Mark                     Grid Az
 QF1760:SPC ME E     -  SPRING HILL 2 RESET                      007 35 44.2
 QF1760:UTM  19      -  SPRING HILL 2 RESET                      007 14 14.8
 QF1760
 QF1760|---------------------------------------------------------------------|
 QF1760| PID    Reference Object                     Distance      Geod. Az  |
 QF1760|                                                           dddmmss.s |
 QF1760| QF1766 SPRING HILL 2 RESET                 APPROX.18.3 KM 0080223.7 |
 QF1760| CE9439 PEEKABOO MOUNTAIN RM 1               19.875 METERS 22855     |
 QF1760| CE9440 PEEKABOO MOUNTAIN RM 2               22.129 METERS 30632     |
 QF1760|---------------------------------------------------------------------|
 QF1760
 QF1760                          SUPERSEDED SURVEY CONTROL
 QF1760
 QF1760  NAD 83(1992)-  45 44 46.50175(N)    067 52 46.86334(W) AD(       ) 3
 QF1760  NAD 83(1986)-  45 44 46.50572(N)    067 52 46.88322(W) AD(       ) 3
 QF1760  NAD 27      -  45 44 46.29800(N)    067 52 48.83400(W) AD(       ) 3
 QF1760
 QF1760.Superseded values are not recommended for survey control.
 QF1760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1760.See file dsdata.txt to determine how the superseded data were derived.
 QF1760
 QF1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL8714466465(NAD 83)
 QF1760_MARKER: DD = SURVEY DISK
 QF1760_SETTING: 80 = SET IN A BOULDER
 QF1760
 QF1760  HISTORY     - Date     Condition        Report By
 QF1760  HISTORY     - 1889     MONUMENTED       CGS
 QF1760  HISTORY     - 1911     SEE DESCRIPTION  CGS
 QF1760  HISTORY     - 1941     SEE DESCRIPTION  CGS
 QF1760  HISTORY     - 1946     GOOD             IBC
 QF1760
 QF1760                          STATION DESCRIPTION
 QF1760
 QF1760'DESCRIBED BY COAST AND GEODETIC SURVEY 1889 (CHB)
 QF1760'ON THE W SIDE OF GRAND LAKE IN WESTON TOWNSHIP, ABOUT 1-1/2 MILES N
 QF1760'OF THE VILLAGE OF WESTON, AND 1/3 MILE W OF US HIGHWAY 1.  IT IS ON A
 QF1760'GRANITE LEDGE ON THE SE AND HIGHEST PART OF THE SUMMIT OF PEEKABOO
 QF1760'MOUNTAIN, ABOUT 20 METERS FROM THE BEGINNING OF THE SLOPE E TO GRAND
 QF1760'LAKE.
 QF1760'
 QF1760'STATION IS REACHED FROM A RIGHT - ANGLE TURN IN US HIGHWAY 1 IN
 QF1760'DANFORTH, BY GOING N ON US HIGHWAY 1 FOR 5.9 MILES (0.8 MILE N OF
 QF1760'WESTON POST OFFICE) TO A HOUSE ON THE W SIDE OF HIGHWAY AT THE TOP OF
 QF1760'A HILL, TURN W ON THE S SIDE OF THE HOUSE AND GO THROUGH POLE GATE AT
 QF1760'BACK OF BARN AND GO N ACROSS A NARROW FIELD, THEN CONTINUE ALONG
 QF1760'CREST OF RIDGE TO TOP AND STATION.
 QF1760'
 QF1760'A 55 - FOOT POLE TOWER WAS USED WHICH JUST CLEARED THE TOPS OF THE
 QF1760'TREES.
 QF1760'
 QF1760'STATION MARK IS AN UNSTAMPED IBC BRONZE DISK, LETTERED---U.S. AND
 QF1760'C.B. SURVEY---, SET IN A DRILL HOLE, ENCLOSED IN A TRIANGLE CUT IN
 QF1760'THE ROCK.  THE W SIDE OF THE TRIANGLE IS A NATURAL FISSURE IN THE
 QF1760'LEDGE.
 QF1760'
 QF1760'REFERENCE MARKS ARE US AND GS BRONZE DISKS SET IN BOULDERS,
 QF1760'STAMPED---PEEKABOO MOUNTAIN 1941---.  BOTH BOULDERS PROTRUDE ABOUT
 QF1760'18 INCHES ABOVE THE SURROUNDING GROUND.
 QF1760
 QF1760                          STATION RECOVERY (1911)
 QF1760
 QF1760'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1911 (JEM)
 QF1760'STATION IS IN WESTON TOWNSHIP, ON THE SUMMIT OF PEEKABOO MOUNTAIN,
 QF1760'1 MILE N OF THE VILLAGE OF WESTON.  THE STATION IS ON A GRANITE
 QF1760'LEDGE ON THE SOUTHEASTERN AND HIGHEST PART OF THE SUMMIT, 20
 QF1760'METERS FROM THE BEGINNING OF THE SLOPE TOWARD GRAND LAKE.
 QF1760'
 QF1760'STATION MARK IS A BRONZE DISK LETTERED U.S. AND C.B. SURVEY SET
 QF1760'IN A HOLE DRILLED IN THE ROCK AND ENCLOSED WITHIN A TRIANGLE CUT
 QF1760'IN THE ROCK.  THE W SIDE OF THE TRIANGLE IS A NATURAL FISSURE IN
 QF1760'THE LEDGE.
 QF1760
 QF1760                          STATION RECOVERY (1941)
 QF1760
 QF1760'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (PLB)
 QF1760'STATION RECOVERED IN GOOD CONDITION.  TWO NEW REFERENCE MARKS
 QF1760'ESTABLISHED.  STATION IS LOCATED ON THE SUMMIT OF PEEKABOO MOUNTAIN,
 QF1760'ON THE PROPERTY OF THE EASTERN PULP COMPANY.  IT IS IN WESTON
 QF1760'TOWNSHIP, ABOUT 1.5 MILES N OF THE TOWN OF WESTON, ABOUT 5 MILES
 QF1760'SW OF ORIENT, ABOUT 7 MILES SE OF HAYNESVILLE, ON THE W SIDE OF
 QF1760'GRAND LAKE, AND ABOUT 0.5 MILE W OF U.S. HIGHWAY 1.  STATION IS
 QF1760'MARKED BY AN UNSTAMPED DISK OF THE UNITED STATES AND CANADA
 QF1760'BOUNDARY SURVEY SET IN BEDROCK.
 QF1760'
 QF1760'REFERENCE MARKS ARE STANDARD U.S.C. AND G.S. BRONZE DISKS SET IN
 QF1760'BOULDERS, STAMPED PEEKABOO MOUNTAIN 1941.  BOTH BOULDERS PROTRUDE
 QF1760'ABOUT 18 INCHES ABOVE THE SURROUNDING GROUND.
 QF1760'
 QF1760'STATION IS REACHED FROM A RIGHT-ANGLE TURN IN U.S. HIGHWAY NO. 1
 QF1760'IN DANFORTH BY GOING N ON U.S. HIGHWAY 1, 5.9 MILES (0.8 MILE
 QF1760'N OF WESTON POST OFFICE) TO A HOUSE ON THE W SIDE OF HIGHWAY AT
 QF1760'THE TOP OF A HILL, TURN W ON THE S SIDE OF THE HOUSE AND GO
 QF1760'THROUGH POLE GATE AT BACK OF BARN AND GO NORTHERLY ACROSS A
 QF1760'NARROW FIELD THEN CONTINUE ALONG CREST OF RIDGE TO TOP AND
 QF1760'STATION.
 QF1760'
 QF1760'A 55-FOOT POLE TOWER WAS USED WHICH JUST CLEARED THE TOPS OF THE
 QF1760'TREES.
 QF1760
 QF1760                          STATION RECOVERY (1946)
 QF1760
 QF1760'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF1760'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MY4800 ***********************************************************************
 MY4800  DESIGNATION -  PEL
 MY4800  PID         -  MY4800
 MY4800  STATE/COUNTY-  ME/YORK
 MY4800  USGS QUAD   -  ISLES OF SHOALS (1973)
 MY4800
 MY4800                         *CURRENT SURVEY CONTROL
 MY4800  ___________________________________________________________________
 MY4800* NAD 83(1996)-  42 59 32.37015(N)    070 36 52.38264(W)     ADJUSTED  
 MY4800* NAVD 88     -                                                        
 MY4800  ___________________________________________________________________
 MY4800  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 MY4800  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 MY4800
 MY4800  HORZ ORDER  -  THIRD
 MY4800
 MY4800.The horizontal coordinates were established by classical geodetic methods
 MY4800.and adjusted by the National Geodetic Survey in March 1998..
 MY4800
 MY4800
 MY4800.The Laplace correction was computed from DEFLEC99 derived deflections.
 MY4800
 MY4800.The geoid height was determined by GEOID03.
 MY4800
 MY4800;                    North         East     Units Scale Factor Converg.
 MY4800;SPC ME W     -    17,759.312   863,475.745   MT  0.99998307   -0 18 19.5
 MY4800;SPC NH       -    55,226.682   385,798.715   MT  1.00005719   +0 43 02.9
 MY4800;SPC NH       -   181,189.54  1,265,741.28   sFT  1.00005719   +0 43 02.9
 MY4800;UTM  19      - 4,761,227.218   368,383.002   MT  0.99981311   -1 06 04.0
 MY4800
 MY4800                          SUPERSEDED SURVEY CONTROL
 MY4800
 MY4800  NAD 83(1992)-  42 59 32.36971(N)    070 36 52.38333(W) AD(       ) 4
 MY4800  NAD 83(1986)-  42 59 32.37254(N)    070 36 52.38735(W) AD(       ) 4
 MY4800  NAD 27      -  42 59 32.03800(N)    070 36 54.21100(W) AD(       ) 3
 MY4800
 MY4800.Superseded values are not recommended for survey control.
 MY4800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MY4800.See file dsdata.txt to determine how the superseded data were derived.
 MY4800
 MY4800_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH6838361227(NAD 83)
 MY4800
 MY4800  HISTORY     - Date     Condition        Report By
 MY4800  HISTORY     - UNK      MONUMENTED
 MY4800  HISTORY     - 1928     GOOD             CGS
 MY4800  HISTORY     - 1943     GOOD             CGS
 MY4800
 MY4800                          STATION DESCRIPTION
 MY4800
 MY4800'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (GCM)
 MY4800'A ROUND OF ANGLES WAS TAKEN AT A SMALL PAVILION ON THE N END OF
 MY4800'APPLEDORE ISLAND AND THE PROTRACTED POSITION CHECKED THE GEOGRAPHIC
 MY4800'POSITION.  IT IS THEREFORE BELIEVED TO BE TRIANGULATION STATION
 MY4800'PEL.  THE FLOOR OF THE PAVILION IS 4.62 METERS SQUARE, THE APEX OF
 MY4800'THE ROOF IS ABOUT 4 METERS HIGH AND A CENTER POLE EXTENDS FROM
 MY4800'THE FLOOR, THROUGH THE APEX TO A HEIGHT OF ABOUT 8 METERS ABOVE
 MY4800'THE FLOOR.  THE PAVILION IS A WOODEN STRUCTURE EVIDENTLY BUILT
 MY4800'AT LEAST 20 YEARS AGO AND IS NOW IN A VERY DILAPIDATED CONDITION.
 MY4800'
 MY4800'COAST GUARD PATROL KEY POST IS DISTANT 8.33 METERS.
 MY4800'
 MY4800'HIGHEST POINT OF HILL (SMALL PATCH OF RED LEAD) IS DISTANT 11.4
 MY4800'METERS.
 MY4800'
 MY4800'HIGH-WATER LINE IS DISTANT 32 METERS.
 MY4800
 MY4800                          STATION RECOVERY (1943)
 MY4800
 MY4800'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 MY4800'RECOVERED AS DESCRIBED EXCEPT FOR THE FOLLOWING DISCREPANCY--
 MY4800'
 MY4800'THE SMALL PATCH OF RED LEAD ON THE HIGHEST POINT OF THE HILL IS
 MY4800'41.4 METERS DISTANT INSTEAD OF 11.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1443 ***********************************************************************
 QG1443  DESIGNATION -  PEMADUMCOOK LAKE
 QG1443  PID         -  QG1443
 QG1443  STATE/COUNTY-  ME/PISCATAQUIS
 QG1443  USGS QUAD   -  PEMADUMCOOK LAKE (1988)
 QG1443
 QG1443                         *CURRENT SURVEY CONTROL
 QG1443  ___________________________________________________________________
 QG1443* NAD 83(1996)-  45 43 06.10379(N)    068 57 19.09786(W)     ADJUSTED  
 QG1443* NAVD 88     -       152.2    (meters)     499.     (feet)  VERTCON   
 QG1443  ___________________________________________________________________
 QG1443  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 QG1443  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 QG1443
 QG1443  HORZ ORDER  -  THIRD
 QG1443
 QG1443.The horizontal coordinates were established by classical geodetic methods
 QG1443.and adjusted by the National Geodetic Survey in March 1998..
 QG1443
 QG1443.The NAVD 88 height was computed by applying the VERTCON shift value to
 QG1443.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QG1443
 QG1443.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1443
 QG1443.The geoid height was determined by GEOID03.
 QG1443
 QG1443;                    North         East     Units Scale Factor Converg.
 QG1443;SPC ME E     -   228,074.269   264,555.614   MT  0.99991544   -0 19 33.5
 QG1443;UTM  19      - 5,062,757.343   503,478.357   MT  0.99960015   +0 01 55.2
 QG1443
 QG1443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1443!SPC ME E     -   0.99997996  x   0.99991544  =   0.99989540
 QG1443!UTM  19      -   0.99997996  x   0.99960015  =   0.99958012
 QG1443
 QG1443:                Primary Azimuth Mark                     Grid Az
 QG1443:SPC ME E     -  RAGGED 2                                 162 00 28.9
 QG1443:UTM  19      -  RAGGED 2                                 161 39 00.2
 QG1443
 QG1443|---------------------------------------------------------------------|
 QG1443| PID    Reference Object                     Distance      Geod. Az  |
 QG1443|                                                           dddmmss.s |
 QG1443| QG1441 RAGGED 2                            APPROX.15.7 KM 1614055.4 |
 QG1443|---------------------------------------------------------------------|
 QG1443
 QG1443                          SUPERSEDED SURVEY CONTROL
 QG1443
 QG1443  NAD 83(1992)-  45 43 06.10290(N)    068 57 19.09183(W) AD(       ) 3
 QG1443  NAD 83(1986)-  45 43 06.10757(N)    068 57 19.10303(W) AD(       ) 3
 QG1443  NAD 27      -  45 43 05.93878(N)    068 57 20.93592(W) AD(       ) 3
 QG1443  NGVD 29 (07/19/86)  152.4    (m)          500.     (f) VERT ANG       
 QG1443
 QG1443.Superseded values are not recommended for survey control.
 QG1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1443.See file dsdata.txt to determine how the superseded data were derived.
 QG1443
 QG1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL0347862757(NAD 83)
 QG1443_MARKER: DD = SURVEY DISK
 QG1443_SETTING: 66 = SET IN ROCK OUTCROP
 QG1443_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 QG1443_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG1443+STABILITY: POSITION/ELEVATION WELL
 QG1443
 QG1443  HISTORY     - Date     Condition        Report By
 QG1443  HISTORY     - 1943     MONUMENTED       USGS
 QG1443
 QG1443                          STATION DESCRIPTION
 QG1443
 QG1443'DESCRIBED BY US GEOLOGICAL SURVEY 1943
 QG1443'STATION IS ABOUT 13 MI NW. OF MILLINOCKET, ON SMALL ISLAND ABOUT 3.0
 QG1443'MI E. OF W. END OF PEMADUMCOK LAKE AND 0.5 MI S. OF N. SHORE.  THIS
 QG1443'ISLAND IS SMALLEST AND SOUTHERNMOST OF THREE ISLANDS NEAR MOOSE COVE.
 QG1443'
 QG1443'TO REACH THIS STATION FROM MILLINOCKET DRIVE NW. ON RD. TOWARD MT.
 QG1443'KATAHDIN 8.1 MI TO MILLINOCKET AND PEMADUMCOOK LAKES.  AT SPORTING
 QG1443'CAMP BETWEEN THESE TWO LAKES A BOAT MAY BE HIRED TO MAKE THE TRIP TO
 QG1443'STATION.
 QG1443'
 QG1443'STATION MARK,  DRILL HOLE IN TOP OF ROCK IN CENTER OF ISLAND.
 QG1443'
 QG1443'REFERENCE MARK NO. 1,  CHISELED CROSS ON S. FACE OF, AND ABOUT 1 FT
 QG1443'BELOW THE TOP OF ROCK ABOUT 3 FT BELOW THE STATION MARK.  DISTANCES-
 QG1443'13.7 FT.  TRUE AZIMUTH- S 35 DEG 41 MIN E.
 QG1443'
 QG1443'REFERENCE MARK NO. 2, CHISELED CROSS ON TOP OF HIGHEST ROCK ON
 QG1443'ISLAND (ABOUT 3 FT ABOVE THE STA. MARK).  DISTANCE, 4.8 FT
 QG1443'N 16 DEG 04 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0080 ***********************************************************************
 OB0080  DESIGNATION -  PEMAQUID 2
 OB0080  PID         -  OB0080
 OB0080  STATE/COUNTY-  ME/LINCOLN
 OB0080  USGS QUAD   -  PEMAQUID POINT (1997)
 OB0080
 OB0080                         *CURRENT SURVEY CONTROL
 OB0080  ___________________________________________________________________
 OB0080* NAD 83(1996)-  43 51 45.87992(N)    069 30 16.90573(W)     ADJUSTED  
 OB0080* NAVD 88     -        51.927  (meters)     170.36   (feet)  ADJUSTED  
 OB0080  ___________________________________________________________________
 OB0080  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 OB0080  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 OB0080  DYNAMIC HT  -          51.922 (meters)     170.35  (feet)  COMP
 OB0080  MODELED GRAV-     980,526.6   (mgal)                       NAVD 88
 OB0080
 OB0080  HORZ ORDER  -  SECOND
 OB0080  VERT ORDER  -  SECOND    CLASS 0
 OB0080
 OB0080.The horizontal coordinates were established by classical geodetic methods
 OB0080.and adjusted by the National Geodetic Survey in March 1998..
 OB0080
 OB0080.The orthometric height was determined by differential leveling
 OB0080.and adjusted by the National Geodetic Survey in June 1991..
 OB0080
 OB0080.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0080
 OB0080.The geoid height was determined by GEOID03.
 OB0080
 OB0080.The dynamic height is computed by dividing the NAVD 88
 OB0080.geopotential number by the normal gravity value computed on the
 OB0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0080.degrees latitude (g = 980.6199 gals.).
 OB0080
 OB0080.The modeled gravity was interpolated from observed gravity values.
 OB0080
 OB0080;                    North         East     Units Scale Factor Converg.
 OB0080;SPC ME W     -   114,576.287   953,214.665   MT  1.00000148   +0 27 31.4
 OB0080;SPC ME E     -    22,274.236   219,239.524   MT  0.99998020   -0 41 46.4
 OB0080;UTM  19      - 4,856,752.126   459,443.258   MT  0.99962023   -0 20 59.0
 OB0080
 OB0080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0080!SPC ME W     -   0.99999585  x   1.00000148  =   0.99999733
 OB0080!SPC ME E     -   0.99999585  x   0.99998020  =   0.99997605
 OB0080!UTM  19      -   0.99999585  x   0.99962023  =   0.99961608
 OB0080
 OB0080|---------------------------------------------------------------------|
 OB0080| PID    Reference Object                     Distance      Geod. Az  |
 OB0080|                                                           dddmmss.s |
 OB0080| OB0078 PEMAQUID 2 RM 1                      33.376 METERS 00119     |
 OB0080| OB0399 FRANKLIN ISLAND LH                  APPROX.10.9 KM 0723248.6 |
 OB0080| OB0378 MONHEGAN LIGHT                      APPROX.18.7 KM 1253224.5 |
 OB0080| OB0421 DAMARISCOVE COAST GURAD E LOT       APPROX.14.8 KM 2155723.8 |
 OB0080| OB0420 DAMARISCOVE COAST GUARD W LOT       APPROX.15.0 KM 2164304.7 |
 OB0080| OB0415 RUTHERFORD ISLAND SQUARE TOWER      APPROX. 3.8 KM 2565456.6 |
 OB0080| OB0079 PEMAQUID 2 RM 2                      56.507 METERS 30009     |
 OB0080|---------------------------------------------------------------------|
 OB0080
 OB0080                          SUPERSEDED SURVEY CONTROL
 OB0080
 OB0080  NAD 83(1992)-  43 51 45.87878(N)    069 30 16.89824(W) AD(       ) 2
 OB0080  NAD 83(1986)-  43 51 45.88398(N)    069 30 16.90426(W) AD(       ) 2
 OB0080  NAD 27      -  43 51 45.58400(N)    069 30 18.74200(W) AD(       ) 2
 OB0080  NGVD 29 (??/??/92)   52.136  (m)          171.05   (f) ADJ UNCH    2 0
 OB0080
 OB0080.Superseded values are not recommended for survey control.
 OB0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0080.See file dsdata.txt to determine how the superseded data were derived.
 OB0080
 OB0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ5944356752(NAD 83)
 OB0080_MARKER: DS = TRIANGULATION STATION DISK
 OB0080_SETTING: 66 = SET IN ROCK OUTCROP
 OB0080_SP_SET: BEDROCK
 OB0080_STAMPING: PEMAQUID 2 1934
 OB0080_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0080+STABILITY: POSITION/ELEVATION WELL
 OB0080_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OB0080+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2002
 OB0080
 OB0080  HISTORY     - Date     Condition        Report By
 OB0080  HISTORY     - 1934     MONUMENTED       CGS
 OB0080  HISTORY     - 1963     SEE DESCRIPTION  CGS
 OB0080  HISTORY     - 1963     GOOD             NGS
 OB0080  HISTORY     - 20021009 GOOD             USPSQD
 OB0080
 OB0080                          STATION DESCRIPTION
 OB0080
 OB0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0080'STATION IS A FEW METERS FROM THE POSITION OF STATION PEMAQUID 1859
 OB0080'WHICH IS LOST.  IT IS ON PEMAQUID NECK, WHICH IS E OF JOHNS
 OB0080'BAY.  THE STATION IS ON THE ROAD TO PEMAQUID POINT LIGHTHOUSE AND
 OB0080'IS ABOUT 2 MILES N OF THE LIGHTHOUSE AND 12 MILES BELOW
 OB0080'DAMARISCOTTA.  IT IS 0.8 MILE S OF THE CROSSROADS AT NEW
 OB0080'HARBOR, 25.5 METERS E OF THE CENTER LINE OF THE ROAD, AND
 OB0080'OPPOSITE THE MORE SOUTHERLY OF 2 HOUSES ON THE W SIDE OF THE ROAD.
 OB0080'THE HOUSE BELONGS TO MR. TARR.
 OB0080'
 OB0080'STATION AND REFERENCE MARK NO. 2 ARE STANDARD BRONZE DISKS WEDGED
 OB0080'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 OB0080'
 OB0080'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 OB0080'HOLE IN A BOULDER.
 OB0080'
 OB0080'THE STATION IS IN OUTCROPPING BEDROCK BUT MAY BE COVERED WITH
 OB0080'MOSS AND SOIL SHORTLY.  THE LEDGE DROPS OFF ABOUT 10 METERS E OF
 OB0080'THE STATION.
 OB0080'
 OB0080'REFERENCE MARK NO. 1 IS N OF THE STATION, IN A SMALL BOULDER IN
 OB0080'AN OPEN FIELD, AND IS 13.7 METERS E OF THE CENTER LINE OF THE
 OB0080'ROAD AND 8 METERS S OF A SMALL WELL WHICH IS 11 METERS E OF THE
 OB0080'ROAD.  THE BOULDER IS ABOUT 1 METER HIGH.
 OB0080'
 OB0080'REFERENCE MARK NO. 2 IS WNW OF THE STATION, ACROSS THE ROAD AND
 OB0080'30.2 METERS FROM ITS CENTER, AND 8.6 METERS N OF THE N WING OF
 OB0080'MR. TARRS HOUSE.  IT IS IN A SMALL LEDGE OUTCROP AND MAY BE
 OB0080'COVERED WITH SOIL IN A SHORT TIME.
 OB0080'
 OB0080'LINES TO DAVIS AND TURKEY CHURCH WILL PROBABLY HAVE TO BE
 OB0080'CLEARED IF USED AFTER A FEW YEARS, AS THESE LINES COME OVER SOME
 OB0080'HIGH TREES.
 OB0080'
 OB0080'HEIGHT OF LIGHT ABOVE STATION MARK 10 METERS.
 OB0080
 OB0080                          STATION RECOVERY (1963)
 OB0080
 OB0080'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LFD)
 OB0080'THE STATION AND BOTH REFERENCE MARKS WERE FOUND IN EXCELLENT
 OB0080'CONDITION.
 OB0080'
 OB0080'STATION MAY BE REACHED BY THE FOLLOWING DESCRIPTION--
 OB0080'
 OB0080'ABOUT 0.8 MILE SOUTH ALONG STATE HIGHWAY 130 FROM THE POST OFFICE
 OB0080'AT NEW HARBOR TO STATION ON LEFT AND REFERENCE MARK NO. 2 AND
 OB0080'THE TARR RESIDENCE ON RIGHT.
 OB0080
 OB0080                          STATION RECOVERY (1963)
 OB0080
 OB0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 OB0080'0.8 MI S FROM NEW HARBOR.
 OB0080'ABOUT 0.8 MILE SOUTH ALONG STATE HIGHWAY 130 FROM THE POST OFFICE AT
 OB0080'NEW HARBOR, SET ON THE TOP OF A LEDGE OF EXPOSED BEDROCK FLUSH WITH
 OB0080'THE GROUND, DIRECTLY ACROSS THE HIGHWAY FROM THE RESIDENCE OF MR.
 OB0080'TARR, 80.1 FEET EAST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT LEVEL
 OB0080'WITH THE HIGHWAY.
 OB0080
 OB0080                          STATION RECOVERY (2002)
 OB0080
 OB0080'RECOVERY NOTE BY US POWER SQUADRON 2002 (RMS)
 OB0080'AMEND 1963 DESCRIPTION - 1.0 MI S ON SR 130 FROM INT OF SR 130 AND SR
 OB0080'32 AT NEW HARBOR, TO SCHNITKER RES ON R, 2741 PEMAQUD POINT ROAD.  RM
 OB0080'2 WNW OF SCHNITKER RES. STA AND RM 1 EAST OF SR 130.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0078 ***********************************************************************
 OB0078  DESIGNATION -  PEMAQUID 2 RM 1
 OB0078  PID         -  OB0078
 OB0078  STATE/COUNTY-  ME/LINCOLN
 OB0078  USGS QUAD   -  PEMAQUID POINT (1997)
 OB0078
 OB0078                         *CURRENT SURVEY CONTROL
 OB0078  ___________________________________________________________________
 OB0078* NAD 83(1986)-  43 51 45.     (N)    069 30 17.     (W)     SCALED    
 OB0078* NAVD 88     -        50.993  (meters)     167.30   (feet)  ADJUSTED  
 OB0078  ___________________________________________________________________
 OB0078  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 OB0078  DYNAMIC HT  -          50.988 (meters)     167.28  (feet)  COMP
 OB0078  MODELED GRAV-     980,526.6   (mgal)                       NAVD 88
 OB0078
 OB0078  VERT ORDER  -  SECOND    CLASS 0
 OB0078
 OB0078.The horizontal coordinates were scaled from a topographic map and have
 OB0078.an estimated accuracy of +/- 6 seconds.
 OB0078
 OB0078.The orthometric height was determined by differential leveling
 OB0078.and adjusted by the National Geodetic Survey in June 1991..
 OB0078
 OB0078.The geoid height was determined by GEOID03.
 OB0078
 OB0078.The dynamic height is computed by dividing the NAVD 88
 OB0078.geopotential number by the normal gravity value computed on the
 OB0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0078.degrees latitude (g = 980.6199 gals.).
 OB0078
 OB0078.The modeled gravity was interpolated from observed gravity values.
 OB0078
 OB0078;                    North         East    Units  Estimated Accuracy
 OB0078;SPC ME W     -   114,550.      953,210.      MT  (+/- 180 meters Scaled)
 OB0078
 OB0078                          SUPERSEDED SURVEY CONTROL
 OB0078
 OB0078  NGVD 29 (??/??/92)   51.201  (m)          167.98   (f) ADJ UNCH    2 0
 OB0078
 OB0078.Superseded values are not recommended for survey control.
 OB0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0078.See file dsdata.txt to determine how the superseded data were derived.
 OB0078
 OB0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ594567(NAD 83)
 OB0078_MARKER: DR = REFERENCE MARK DISK
 OB0078_SETTING: 80 = SET IN A BOULDER
 OB0078_SP_SET: BOULDER
 OB0078_STAMPING: PEMAQUID 2 NO 1 1934
 OB0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OB0078+STABILITY: SURFACE MOTION
 OB0078
 OB0078  HISTORY     - Date     Condition        Report By
 OB0078  HISTORY     - 1934     MONUMENTED       CGS
 OB0078  HISTORY     - 1963     GOOD             NGS
 OB0078  HISTORY     - 19940716 GOOD             USPSQD
 OB0078
 OB0078                          STATION DESCRIPTION
 OB0078
 OB0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 OB0078'0.8 MI S FROM NEW HARBOR.
 OB0078'ABOUT 0.8 MILE SOUTH ALONG STATE HIGHWAY 130 FROM THE POST OFFICE AT
 OB0078'NEW HARBOR, SET ON THE TOP OF A 5-BY-4-FOOT BOULDER PROJECTING 2 FEET
 OB0078'ABOVE THE LEVEL OF THE GROUND, 109.5 FEET NORTH OF THE STATION, 34.1
 OB0078'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 26 FEET SOUTH OF A DUG
 OB0078'WELL AND ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 OB0078
 OB0078                          STATION RECOVERY (1994)
 OB0078
 OB0078'RECOVERY NOTE BY US POWER SQUADRON 1994
 OB0078'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0079 ***********************************************************************
 OB0079  DESIGNATION -  PEMAQUID 2 RM 2
 OB0079  PID         -  OB0079
 OB0079  STATE/COUNTY-  ME/LINCOLN
 OB0079  USGS QUAD   -  PEMAQUID POINT (1997)
 OB0079
 OB0079                         *CURRENT SURVEY CONTROL
 OB0079  ___________________________________________________________________
 OB0079* NAD 83(1986)-  43 51 45.     (N)    069 30 17.     (W)     SCALED    
 OB0079* NAVD 88     -        51.821  (meters)     170.02   (feet)  ADJUSTED  
 OB0079  ___________________________________________________________________
 OB0079  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 OB0079  DYNAMIC HT  -          51.816 (meters)     170.00  (feet)  COMP
 OB0079  MODELED GRAV-     980,526.6   (mgal)                       NAVD 88
 OB0079
 OB0079  VERT ORDER  -  SECOND    CLASS 0
 OB0079
 OB0079.The horizontal coordinates were scaled from a topographic map and have
 OB0079.an estimated accuracy of +/- 6 seconds.
 OB0079
 OB0079.The orthometric height was determined by differential leveling
 OB0079.and adjusted by the National Geodetic Survey in June 1991..
 OB0079
 OB0079.The geoid height was determined by GEOID03.
 OB0079
 OB0079.The dynamic height is computed by dividing the NAVD 88
 OB0079.geopotential number by the normal gravity value computed on the
 OB0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0079.degrees latitude (g = 980.6199 gals.).
 OB0079
 OB0079.The modeled gravity was interpolated from observed gravity values.
 OB0079
 OB0079;                    North         East    Units  Estimated Accuracy
 OB0079;SPC ME W     -   114,550.      953,210.      MT  (+/- 180 meters Scaled)
 OB0079
 OB0079                          SUPERSEDED SURVEY CONTROL
 OB0079
 OB0079  NGVD 29 (??/??/92)   52.029  (m)          170.70   (f) ADJ UNCH    2 0
 OB0079
 OB0079.Superseded values are not recommended for survey control.
 OB0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0079.See file dsdata.txt to determine how the superseded data were derived.
 OB0079
 OB0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ594567(NAD 83)
 OB0079_MARKER: DR = REFERENCE MARK DISK
 OB0079_SETTING: 66 = SET IN ROCK OUTCROP
 OB0079_SP_SET: BEDROCK
 OB0079_STAMPING: PEMAQUID 2 NO 2 1934
 OB0079_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0079+STABILITY: POSITION/ELEVATION WELL
 OB0079
 OB0079  HISTORY     - Date     Condition        Report By
 OB0079  HISTORY     - 1934     MONUMENTED       CGS
 OB0079  HISTORY     - 1963     GOOD             NGS
 OB0079  HISTORY     - 19940716 GOOD             USPSQD
 OB0079
 OB0079                          STATION DESCRIPTION
 OB0079
 OB0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 OB0079'0.8 MI S FROM NEW HARBOR.
 OB0079'ABOUT 0.8 MILE SOUTH ALONG STATE HIGHWAY 130 FROM THE POST OFFICE AT
 OB0079'NEW HARBOR, ON THE TOP OF AN EXPOSED LEDGE OF BEDROCK PROJECTING 1
 OB0079'FOOT ABOVE THE LEVEL OF THE GROUND, 185.4 FEET NORTHWEST OF AND ACROSS
 OB0079'THE HIGHWAY FROM THE STATION, 103 FEET WEST OF THE CENTER LINE OF THE
 OB0079'HIGHWAY, 87 1/2 FEET WEST OF POWER LINE POLE NO. 25 - 27, 76 1/2 FEET
 OB0079'NORTHWEST OF THE NORTHEAST CORNER OF THE TARR RESIDENCE, 28 1/2 FEET
 OB0079'NORTH OF THE MOST NORTHERLY WING OF THE RESIDENCE, AND ABOUT 2 FEET
 OB0079'ABOVE THE LEVEL OF THE HIGHWAY.
 OB0079
 OB0079                          STATION RECOVERY (1994)
 OB0079
 OB0079'RECOVERY NOTE BY US POWER SQUADRON 1994
 OB0079'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0413 ***********************************************************************
 OB0413  DESIGNATION -  PEMAQUID LH
 OB0413  PID         -  OB0413
 OB0413  STATE/COUNTY-  ME/LINCOLN
 OB0413  USGS QUAD   -  PEMAQUID POINT (1997)
 OB0413
 OB0413                         *CURRENT SURVEY CONTROL
 OB0413  ___________________________________________________________________
 OB0413* NAD 83(1996)-  43 50 13.14757(N)    069 30 21.63337(W)     ADJUSTED  
 OB0413* NAVD 88     -                                                        
 OB0413  ___________________________________________________________________
 OB0413  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 OB0413  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 OB0413
 OB0413  HORZ ORDER  -  THIRD
 OB0413
 OB0413.The horizontal coordinates were established by classical geodetic methods
 OB0413.and adjusted by the National Geodetic Survey in March 1998..
 OB0413
 OB0413
 OB0413.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0413
 OB0413.The geoid height was determined by GEOID03.
 OB0413
 OB0413;                    North         East     Units Scale Factor Converg.
 OB0413;SPC ME W     -   111,713.467   953,131.959   MT  1.00000138   +0 27 27.3
 OB0413;SPC ME E     -    19,413.724   219,099.148   MT  0.99998047   -0 41 48.5
 OB0413;UTM  19      - 4,853,891.848   459,320.223   MT  0.99962035   -0 21 01.7
 OB0413
 OB0413                          SUPERSEDED SURVEY CONTROL
 OB0413
 OB0413  NAD 83(1992)-  43 50 13.14537(N)    069 30 21.62539(W) AD(       ) 4
 OB0413  NAD 83(1986)-  43 50 13.15078(N)    069 30 21.63132(W) AD(       ) 4
 OB0413  NAD 27      -  43 50 12.86000(N)    069 30 23.44400(W) AD(       ) 3
 OB0413
 OB0413.Superseded values are not recommended for survey control.
 OB0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0413.See file dsdata.txt to determine how the superseded data were derived.
 OB0413
 OB0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ5932053892(NAD 83)
 OB0413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OB0413+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2004
 OB0413
 OB0413  HISTORY     - Date     Condition        Report By
 OB0413  HISTORY     - UNK      MONUMENTED
 OB0413  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0413  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0413  HISTORY     - 19950909 GOOD             USPSQD
 OB0413  HISTORY     - 20021009 GOOD             USPSQD
 OB0413  HISTORY     - 20040717 GOOD             USPSQD
 OB0413
 OB0413                          STATION DESCRIPTION
 OB0413
 OB0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0413'THE LIGHTHOUSE IS ON THE EXTREME SE POINT OF PEMAQUID NECK.
 OB0413
 OB0413                          STATION RECOVERY (1942)
 OB0413
 OB0413'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (HOF)
 OB0413'STATION RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION--
 OB0413'
 OB0413'IT HAS A WHITE SUPERSTRUCTURE WITH A BLACK TOP.
 OB0413
 OB0413                          STATION RECOVERY (1995)
 OB0413
 OB0413'RECOVERY NOTE BY US POWER SQUADRON 1995
 OB0413'RECOVERED IN GOOD CONDITION.
 OB0413
 OB0413                          STATION RECOVERY (2002)
 OB0413
 OB0413'RECOVERY NOTE BY US POWER SQUADRON 2002 (RMS)
 OB0413'ATLANTIC COAST LIGHT LIST VOL 1, 2001, NUMBER 5145
 OB0413
 OB0413                          STATION RECOVERY (2004)
 OB0413
 OB0413'RECOVERY NOTE BY US POWER SQUADRON 2004 (RDS)
 OB0413'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1702 ***********************************************************************
 QF1702  DESIGNATION -  PEMB IBC
 QF1702  PID         -  QF1702
 QF1702  STATE/COUNTY-  ME/WASHINGTON
 QF1702  USGS QUAD   -  FOREST CITY (1988)
 QF1702
 QF1702                         *CURRENT SURVEY CONTROL
 QF1702  ___________________________________________________________________
 QF1702* NAD 83(1996)-  45 41 07.53029(N)    067 43 56.08967(W)     ADJUSTED  
 QF1702* NAVD 88     -       131.     (meters)     430.     (feet)  SCALED    
 QF1702  ___________________________________________________________________
 QF1702  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 QF1702  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 QF1702
 QF1702  HORZ ORDER  -  THIRD
 QF1702
 QF1702.The horizontal coordinates were established by classical geodetic methods
 QF1702.and adjusted by the National Geodetic Survey in March 1998..
 QF1702
 QF1702.The orthometric height was scaled from a topographic map.
 QF1702
 QF1702.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1702
 QF1702.The geoid height was determined by GEOID03.
 QF1702
 QF1702;                    North         East     Units Scale Factor Converg.
 QF1702;SPC ME E     -   224,599.698   359,802.777   MT  0.99994395   +0 32 57.7
 QF1702;UTM  19      - 5,059,878.547   598,719.667   MT  0.99971981   +0 54 25.8
 QF1702
 QF1702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1702!SPC ME E     -   0.99998322  x   0.99994395  =   0.99992717
 QF1702!UTM  19      -   0.99998322  x   0.99971981  =   0.99970304
 QF1702
 QF1702:                Primary Azimuth Mark                     Grid Az
 QF1702:SPC ME E     -  OLDGATE IBC                              009 54 29.2
 QF1702:UTM  19      -  OLDGATE IBC                              009 33 01.1
 QF1702
 QF1702|---------------------------------------------------------------------|
 QF1702| PID    Reference Object                     Distance      Geod. Az  |
 QF1702|                                                           dddmmss.s |
 QF1702| QF1696 OLDGATE IBC                         422.394 METERS 0102726.9 |
 QF1702| QF1712 REFERENCE MON 69=YPRES              APPROX. 0.5 KM 3354743.8 |
 QF1702|---------------------------------------------------------------------|
 QF1702
 QF1702                          SUPERSEDED SURVEY CONTROL
 QF1702
 QF1702  NAD 83(1992)-  45 41 07.52710(N)    067 43 56.08783(W) AD(       ) 3
 QF1702  NAD 83(1986)-  45 41 07.53158(N)    067 43 56.10417(W) AD(       ) 3
 QF1702  NAD 27      -  45 41 07.31200(N)    067 43 58.07400(W) AD(       ) 3
 QF1702
 QF1702.Superseded values are not recommended for survey control.
 QF1702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1702.See file dsdata.txt to determine how the superseded data were derived.
 QF1702
 QF1702_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9872059879(NAD 83)
 QF1702_MARKER: Z = SEE DESCRIPTION
 QF1702_SETTING: 0 = UNSPECIFIED SETTING
 QF1702_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QF1702
 QF1702  HISTORY     - Date     Condition        Report By
 QF1702  HISTORY     - 1912     MONUMENTED       IBC
 QF1702  HISTORY     - 1972     GOOD             IBC
 QF1702
 QF1702                          STATION DESCRIPTION
 QF1702
 QF1702'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (AJB)
 QF1702'ON THE E SHORE OF MUD LAKE, ABOUT 400 METERS S OF THE OUTLET OF THE
 QF1702'LAKE.  THE STATION IS ON THE EDGE OF THE PINE BLUFF ON THE FIRST
 QF1702'POINT JUST S OF THE OUTLET AND IS ON A ROCK ABOUT 2 METERS LONG, WITH
 QF1702'AN AVERAGE WIDTH OF 1.2 METERS AND A HEIGHT OF 1.2 METERS, BEHIND THE
 QF1702'OUTER PINE TREE ON THE POINT.
 QF1702'
 QF1702'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE IN THE ROCK.
 QF1702'SHANK ONLY REMAINED IN 1946.  A CROSS WITHIN A TRIANGLE IS CUT ON
 QF1702'EACH OF TWO ROCKS TO THE S OF THE STATION, THE ONE FARTHER INLAND IS
 QF1702'15.15 METERS FROM THE STATION, THE OTHER IS 6.55 METERS FROM THE
 QF1702'STATION.  ANOTHER CROSS WITHIN A TRIANGLE IS CUT IN A ROCK IN THE
 QF1702'WOODS 6.75 METERS N OF THE STATION.  THE STATION IS 2.00 METERS E OF
 QF1702'THE LINE JOINING THE LAST TWO CROSSES.
 QF1702
 QF1702                          STATION RECOVERY (1972)
 QF1702
 QF1702'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (NWS)
 QF1702'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0934 ***********************************************************************
 PD0934  DESIGNATION -  PEMBROKE BAPTIST CH
 PD0934  PID         -  PD0934
 PD0934  STATE/COUNTY-  ME/WASHINGTON
 PD0934  USGS QUAD   -  PEMBROKE (1977)
 PD0934
 PD0934                         *CURRENT SURVEY CONTROL
 PD0934  ___________________________________________________________________
 PD0934* NAD 83(1996)-  44 57 13.89370(N)    067 09 44.16985(W)     ADJUSTED  
 PD0934* NAVD 88     -                                                        
 PD0934  ___________________________________________________________________
 PD0934  LAPLACE CORR-           5.26  (seconds)                    DEFLEC99
 PD0934  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 PD0934
 PD0934  HORZ ORDER  -  THIRD
 PD0934
 PD0934.The horizontal coordinates were established by classical geodetic methods
 PD0934.and adjusted by the National Geodetic Survey in March 1998..
 PD0934
 PD0934
 PD0934.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0934
 PD0934.The geoid height was determined by GEOID03.
 PD0934
 PD0934;                    North         East     Units Scale Factor Converg.
 PD0934;SPC ME E     -   143,887.024   405,549.919   MT  1.00003695   +0 56 42.9
 PD0934;UTM  19      - 4,979,467.563   644,957.562   MT  0.99985838   +1 17 55.1
 PD0934
 PD0934                          SUPERSEDED SURVEY CONTROL
 PD0934
 PD0934  NAD 83(1992)-  44 57 13.88351(N)    067 09 44.16918(W) AD(       ) 4
 PD0934  NAD 83(1986)-  44 57 13.88177(N)    067 09 44.17137(W) AD(       ) 4
 PD0934  NAD 27      -  44 57 13.59700(N)    067 09 46.22700(W) AD(       ) 3
 PD0934
 PD0934.Superseded values are not recommended for survey control.
 PD0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0934.See file dsdata.txt to determine how the superseded data were derived.
 PD0934
 PD0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK4495879468(NAD 83)
 PD0934
 PD0934  HISTORY     - Date     Condition        Report By
 PD0934  HISTORY     - UNK      MONUMENTED
 PD0934  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0934
 PD0934                          STATION DESCRIPTION
 PD0934
 PD0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0934'STATION IS LOCATED ON THE HILL ABOUT 100 METERS NW OF THE
 PD0934'TRIANGLE IN THE CENTER OF THE VILLAGE OF PEMBROKE, MAINE.
 PD0934'
 PD0934'STATION MARK IS THE FINIAL OF THE TOWER AT THE NW CORNER OF
 PD0934'THE BAPTIST CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0938 ***********************************************************************
 PD0938  DESIGNATION -  PEMBROKE OLD ENG CH
 PD0938  PID         -  PD0938
 PD0938  STATE/COUNTY-  ME/WASHINGTON
 PD0938  USGS QUAD   -  PEMBROKE (1977)
 PD0938
 PD0938                         *CURRENT SURVEY CONTROL
 PD0938  ___________________________________________________________________
 PD0938* NAD 83(1996)-  44 57 43.26011(N)    067 09 51.87769(W)     ADJUSTED  
 PD0938* NAVD 88     -                                                        
 PD0938  ___________________________________________________________________
 PD0938  LAPLACE CORR-           5.27  (seconds)                    DEFLEC99
 PD0938  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 PD0938
 PD0938  HORZ ORDER  -  THIRD
 PD0938
 PD0938.The horizontal coordinates were established by classical geodetic methods
 PD0938.and adjusted by the National Geodetic Survey in March 1998..
 PD0938
 PD0938
 PD0938.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0938
 PD0938.The geoid height was determined by GEOID03.
 PD0938
 PD0938;                    North         East     Units Scale Factor Converg.
 PD0938;SPC ME E     -   144,790.682   405,366.052   MT  1.00003647   +0 56 37.9
 PD0938;UTM  19      - 4,980,369.908   644,768.158   MT  0.99985771   +1 17 50.4
 PD0938
 PD0938                          SUPERSEDED SURVEY CONTROL
 PD0938
 PD0938  NAD 83(1992)-  44 57 43.24982(N)    067 09 51.87692(W) AD(       ) 4
 PD0938  NAD 83(1986)-  44 57 43.24822(N)    067 09 51.87900(W) AD(       ) 4
 PD0938  NAD 27      -  44 57 42.96200(N)    067 09 53.93300(W) AD(       ) 3
 PD0938
 PD0938.Superseded values are not recommended for survey control.
 PD0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0938.See file dsdata.txt to determine how the superseded data were derived.
 PD0938
 PD0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK4476880370(NAD 83)
 PD0938
 PD0938  HISTORY     - Date     Condition        Report By
 PD0938  HISTORY     - UNK      MONUMENTED
 PD0938  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0938
 PD0938                          STATION DESCRIPTION
 PD0938
 PD0938'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0938'STATION ON THE W SIDE OF THE PAVED HIGHWAY, 0.7 MILE NW FROM
 PD0938'THE TRIANGLE IN PEMBROKE, MAINE.
 PD0938'
 PD0938'STATION MARK IS THE FINIAL OF THE TOWER ON THE E END OF
 PD0938'THE CHURCH, WHICH IS NOW KNOWN AS THE IRON WORKS METHODIST CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0937 ***********************************************************************
 PD0937  DESIGNATION -  PEMBROKE SCHHSE BELFRY
 PD0937  PID         -  PD0937
 PD0937  STATE/COUNTY-  ME/WASHINGTON
 PD0937  USGS QUAD   -  PEMBROKE (1977)
 PD0937
 PD0937                         *CURRENT SURVEY CONTROL
 PD0937  ___________________________________________________________________
 PD0937* NAD 83(1996)-  44 57 39.08501(N)    067 09 53.51558(W)     ADJUSTED  
 PD0937* NAVD 88     -                                                        
 PD0937  ___________________________________________________________________
 PD0937  LAPLACE CORR-           5.28  (seconds)                    DEFLEC99
 PD0937  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 PD0937
 PD0937  HORZ ORDER  -  THIRD
 PD0937
 PD0937.The horizontal coordinates were established by classical geodetic methods
 PD0937.and adjusted by the National Geodetic Survey in March 1998..
 PD0937
 PD0937
 PD0937.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0937
 PD0937.The geoid height was determined by GEOID03.
 PD0937
 PD0937;                    North         East     Units Scale Factor Converg.
 PD0937;SPC ME E     -   144,661.219   405,332.281   MT  1.00003639   +0 56 36.7
 PD0937;UTM  19      - 4,980,240.263   644,735.192   MT  0.99985759   +1 17 49.1
 PD0937
 PD0937                          SUPERSEDED SURVEY CONTROL
 PD0937
 PD0937  NAD 83(1992)-  44 57 39.07474(N)    067 09 53.51481(W) AD(       ) 4
 PD0937  NAD 83(1986)-  44 57 39.07315(N)    067 09 53.51693(W) AD(       ) 4
 PD0937  NAD 27      -  44 57 38.78700(N)    067 09 55.57300(W) AD(       ) 3
 PD0937
 PD0937.Superseded values are not recommended for survey control.
 PD0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0937.See file dsdata.txt to determine how the superseded data were derived.
 PD0937
 PD0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK4473580240(NAD 83)
 PD0937
 PD0937  HISTORY     - Date     Condition        Report By
 PD0937  HISTORY     - UNK      MONUMENTED
 PD0937  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0937
 PD0937                          STATION DESCRIPTION
 PD0937
 PD0937'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0937'STATION IS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0933 ***********************************************************************
 PD0933  DESIGNATION -  PEMBROKE WASH HALL
 PD0933  PID         -  PD0933
 PD0933  STATE/COUNTY-  ME/WASHINGTON
 PD0933  USGS QUAD   -  PEMBROKE (1977)
 PD0933
 PD0933                         *CURRENT SURVEY CONTROL
 PD0933  ___________________________________________________________________
 PD0933* NAD 83(1996)-  44 57 13.55793(N)    067 09 49.58112(W)     ADJUSTED  
 PD0933* NAVD 88     -                                                        
 PD0933  ___________________________________________________________________
 PD0933  LAPLACE CORR-           5.28  (seconds)                    DEFLEC99
 PD0933  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 PD0933
 PD0933  HORZ ORDER  -  THIRD
 PD0933
 PD0933.The horizontal coordinates were established by classical geodetic methods
 PD0933.and adjusted by the National Geodetic Survey in March 1998..
 PD0933
 PD0933
 PD0933.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0933
 PD0933.The geoid height was determined by GEOID03.
 PD0933
 PD0933;                    North         East     Units Scale Factor Converg.
 PD0933;SPC ME E     -   143,874.705   405,431.490   MT  1.00003664   +0 56 39.0
 PD0933;UTM  19      - 4,979,454.515   644,839.232   MT  0.99985796   +1 17 51.3
 PD0933
 PD0933                          SUPERSEDED SURVEY CONTROL
 PD0933
 PD0933  NAD 83(1992)-  44 57 13.54775(N)    067 09 49.58046(W) AD(       ) 4
 PD0933  NAD 83(1986)-  44 57 13.54601(N)    067 09 49.58272(W) AD(       ) 4
 PD0933  NAD 27      -  44 57 13.26100(N)    067 09 51.63700(W) AD(       ) 3
 PD0933
 PD0933.Superseded values are not recommended for survey control.
 PD0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0933.See file dsdata.txt to determine how the superseded data were derived.
 PD0933
 PD0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK4483979455(NAD 83)
 PD0933
 PD0933  HISTORY     - Date     Condition        Report By
 PD0933  HISTORY     - UNK      MONUMENTED
 PD0933  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0933
 PD0933                          STATION DESCRIPTION
 PD0933
 PD0933'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0933'STATION IS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0427 ***********************************************************************
 OB0427  DESIGNATION -  PEMMAQUID
 OB0427  PID         -  OB0427
 OB0427  STATE/COUNTY-  ME/LINCOLN
 OB0427  USGS QUAD   -  PEMAQUID POINT (1997)
 OB0427
 OB0427                         *CURRENT SURVEY CONTROL
 OB0427  ___________________________________________________________________
 OB0427* NAD 83(1996)-  43 51 46.09978(N)    069 30 17.01535(W)     ADJUSTED  
 OB0427* NAVD 88     -        52.     (meters)     171.     (feet)  SCALED    
 OB0427  ___________________________________________________________________
 OB0427  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 OB0427  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 OB0427
 OB0427  HORZ ORDER  -  THIRD
 OB0427
 OB0427.The horizontal coordinates were established by classical geodetic methods
 OB0427.and adjusted by the National Geodetic Survey in March 1998..
 OB0427
 OB0427.The orthometric height was scaled from a topographic map.
 OB0427
 OB0427.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0427
 OB0427.The geoid height was determined by GEOID03.
 OB0427
 OB0427;                    North         East     Units Scale Factor Converg.
 OB0427;SPC ME W     -   114,583.053   953,212.163   MT  1.00000148   +0 27 31.3
 OB0427;SPC ME E     -    22,281.051   219,237.159   MT  0.99998020   -0 41 46.5
 OB0427;UTM  19      - 4,856,758.924   459,440.852   MT  0.99962023   -0 20 59.1
 OB0427
 OB0427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0427!SPC ME W     -   0.99999587  x   1.00000148  =   0.99999735
 OB0427!SPC ME E     -   0.99999587  x   0.99998020  =   0.99997607
 OB0427!UTM  19      -   0.99999587  x   0.99962023  =   0.99961610
 OB0427
 OB0427:                Primary Azimuth Mark                     Grid Az
 OB0427:SPC ME W     -  MUSCONGUS ISLAND WHITE CHIMNEY           044 06 28.5
 OB0427:SPC ME E     -  MUSCONGUS ISLAND WHITE CHIMNEY           045 15 46.3
 OB0427:UTM  19      -  MUSCONGUS ISLAND WHITE CHIMNEY           044 54 58.9
 OB0427
 OB0427|---------------------------------------------------------------------|
 OB0427| PID    Reference Object                     Distance      Geod. Az  |
 OB0427|                                                           dddmmss.s |
 OB0427| OB0401 MUSCONGUS ISLAND WHITE CHIMNEY      APPROX. 9.1 KM 0443359.8 |
 OB0427| OB0334 CRANBERRY                           APPROX.14.0 KM 0551048.2 |
 OB0427| OB0338 CRANBERRY ISLAND HOUSE CHIMNEY      APPROX.14.9 KM 0553703.5 |
 OB0427| OB0332 CROW                                APPROX.12.6 KM 0561051.3 |
 OB0427| OB0397 MARSH                               APPROX.10.0 KM 0573944.3 |
 OB0427| OB0341 OTTER ISLAND HOUSE CHIMNEY          APPROX.15.2 KM 0585145.3 |
 OB0427| OB0339 OTTER ISLAND                        APPROX.14.4 KM 0611036.0 |
 OB0427| OB0328 TURKEY CHURCH                       APPROX.22.9 KM 0655946.7 |
 OB0427| OB0399 FRANKLIN ISLAND LH                  APPROX.10.9 KM 0723504.5 |
 OB0427| OB0351 THOMPSON                            APPROX.15.5 KM 0743820.5 |
 OB0427| OB0356 DAVIS ISLAND BARN WEST GABLE        APPROX.16.3 KM 0792610.6 |
 OB0427| OB0355 HARBOR                              APPROX.16.0 KM 0841536.3 |
 OB0427| OB0377 ALLEN                               APPROX.15.5 KM 0863811.9 |
 OB0427| OB0376 BURNT ISLAND                        APPROX.16.9 KM 0882720.6 |
 OB0427| OB0378 MONHEGAN LIGHT                      APPROX.18.7 KM 1253309.6 |
 OB0427| OB0380 MONHEGAN FOG BELL                   APPROX.18.1 KM 1273724.9 |
 OB0427| OB0416 WHITE ISLAND                        APPROX.10.1 KM 2133205.3 |
 OB0427| OB0404 KENNISTON 1858                      APPROX. 9.6 KM 2842721.6 |
 OB0427| OB0408 DODGE                               APPROX.10.5 KM 3121237.5 |
 OB0427|---------------------------------------------------------------------|
 OB0427
 OB0427                          SUPERSEDED SURVEY CONTROL
 OB0427
 OB0427  NAD 83(1992)-  43 51 46.09871(N)    069 30 17.00772(W) AD(       ) 3
 OB0427  NAD 83(1986)-  43 51 46.10389(N)    069 30 17.01376(W) AD(       ) 3
 OB0427  NAD 27      -  43 51 45.79000(N)    069 30 18.87000(W) AD(       ) 3
 OB0427
 OB0427.Superseded values are not recommended for survey control.
 OB0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0427.See file dsdata.txt to determine how the superseded data were derived.
 OB0427
 OB0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ5944156759(NAD 83)
 OB0427
 OB0427  HISTORY     - Date     Condition        Report By
 OB0427  HISTORY     - UNK      MONUMENTED
 OB0427  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0427  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0427
 OB0427                          STATION DESCRIPTION
 OB0427
 OB0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0427'STATION IS LOST.  IT IS NOT DESCRIBED, BUT LOCAL RESIDENTS CLAIM
 OB0427'THEY HAVE SEEN COPPER BOLT IN THE LEDGE.  THIS COULD NOT BE FOUND,
 OB0427'BUT THE LEDGE IS COVERED WITH TURF AND THE BOLT MAY STILL BE THERE.
 OB0427'
 OB0427'A NEW STATION PEMAQUID 2 WAS ESTABLISHED IN 1934 AND A 30-FOOT
 OB0427'TOWER WAS BUILT OVER IT.  THIS STATION IS WITHIN A FEW METERS OF
 OB0427'THE OLD STATION ACCORDING TO THE OLD INHABITANTS WHO REMEMBER THE
 OB0427'OLD TOWER IN 1859.
 OB0427
 OB0427                          STATION RECOVERY (1942)
 OB0427
 OB0427'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (HOF)
 OB0427'SEARCH WAS MADE BUT NO TRACE OF STATION FOUND.  AIR COMPILATION
 OB0427'AND PLANE TABLE METHODS MIGHT LOCATE THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2586 ***********************************************************************
 PE2586  DESIGNATION -  PEN
 PE2586  PID         -  PE2586
 PE2586  STATE/COUNTY-  ME/WALDO
 PE2586  USGS QUAD   -  NORTH HAVEN WEST (1983)
 PE2586
 PE2586                         *CURRENT SURVEY CONTROL
 PE2586  ___________________________________________________________________
 PE2586* NAD 83(1996)-  44 13 51.80383(N)    068 55 47.78647(W)     ADJUSTED  
 PE2586* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 PE2586  ___________________________________________________________________
 PE2586  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 PE2586  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 PE2586
 PE2586  HORZ ORDER  -  THIRD
 PE2586
 PE2586.The horizontal coordinates were established by classical geodetic methods
 PE2586.and adjusted by the National Geodetic Survey in March 1998..
 PE2586
 PE2586.The orthometric height was scaled from a topographic map.
 PE2586
 PE2586.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2586
 PE2586.The geoid height was determined by GEOID03.
 PE2586
 PE2586;                    North         East     Units Scale Factor Converg.
 PE2586;SPC ME E     -    62,793.690   265,653.627   MT  0.99991450   -0 17 59.7
 PE2586;UTM  19      - 4,897,538.698   505,595.099   MT  0.99960038   +0 02 55.9
 PE2586
 PE2586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2586!SPC ME E     -   1.00000320  x   0.99991450  =   0.99991770
 PE2586!UTM  19      -   1.00000320  x   0.99960038  =   0.99960358
 PE2586
 PE2586                          SUPERSEDED SURVEY CONTROL
 PE2586
 PE2586  NAD 83(1992)-  44 13 51.80931(N)    068 55 47.76595(W) AD(       ) 3
 PE2586  NAD 83(1986)-  44 13 51.81061(N)    068 55 47.76680(W) AD(       ) 3
 PE2586
 PE2586.Superseded values are not recommended for survey control.
 PE2586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2586.See file dsdata.txt to determine how the superseded data were derived.
 PE2586
 PE2586_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ0559597539(NAD 83)
 PE2586_MARKER: DD = SURVEY DISK
 PE2586_SETTING: 66 = SET IN ROCK OUTCROP
 PE2586_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 PE2586_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2586_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE2586+STABILITY: POSITION/ELEVATION WELL
 PE2586
 PE2586  HISTORY     - Date     Condition        Report By
 PE2586  HISTORY     - 1983     MONUMENTED       NOS
 PE2586
 PE2586                          STATION DESCRIPTION
 PE2586
 PE2586'DESCRIBED BY NATIONAL OCEAN SERVICE 1983 (RST)
 PE2586'THE STATION IS LOCATED ON THE SOUTHERNMOST POINT OF ISLESBORO
 PE2586'ISLAND. THE POINT IS KNOWN AS PENDLETON POINT.
 PE2586'
 PE2586'TO REACH THE STATION FROM THE TOWN OF DARK HARBOR PROCEED SOUTH
 PE2586'FOR 3.9 KM (2.4 MI) TO THE SOUTHERN TIP OF ISLESBORO ISLAND.
 PE2586'THIS POINT IS ALSO KNOWN AS THE ISLESBORO TOWN BEACH.
 PE2586'
 PE2586'THE STATION IS A PLAIN BRONZE DISK 5 CM IN DIAMETER SET FLUSH
 PE2586'IN BEDROCK AND LOCATED ON THE VERY TIP OF PENDLETON POINT AT THE
 PE2586'
 PE2586'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.60 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2126 ***********************************************************************
 PE2126  DESIGNATION -  PENDLETON
 PE2126  PID         -  PE2126
 PE2126  STATE/COUNTY-  ME/WALDO
 PE2126  USGS QUAD   -  ISLESBORO (1979)
 PE2126
 PE2126                         *CURRENT SURVEY CONTROL
 PE2126  ___________________________________________________________________
 PE2126* NAD 83(1996)-  44 18 04.65774(N)    068 53 23.20075(W)     ADJUSTED  
 PE2126* NAVD 88     -        37.     (meters)     121.     (feet)  SCALED    
 PE2126  ___________________________________________________________________
 PE2126  LAPLACE CORR-           2.19  (seconds)                    DEFLEC99
 PE2126  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 PE2126
 PE2126  HORZ ORDER  -  SECOND
 PE2126
 PE2126.The horizontal coordinates were established by classical geodetic methods
 PE2126.and adjusted by the National Geodetic Survey in March 1998..
 PE2126
 PE2126.The orthometric height was scaled from a topographic map.
 PE2126
 PE2126.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2126
 PE2126.The geoid height was determined by GEOID03.
 PE2126
 PE2126;                    North         East     Units Scale Factor Converg.
 PE2126;SPC ME E     -    70,581.482   268,899.134   MT  0.99991189   -0 16 20.0
 PE2126;UTM  19      - 4,905,343.674   508,792.110   MT  0.99960095   +0 04 37.1
 PE2126
 PE2126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2126!SPC ME E     -   0.99999815  x   0.99991189  =   0.99991004
 PE2126!UTM  19      -   0.99999815  x   0.99960095  =   0.99959910
 PE2126
 PE2126:                Primary Azimuth Mark                     Grid Az
 PE2126:SPC ME E     -  COOMBS POINT WATER TANK                  015 57 20.4
 PE2126:UTM  19      -  COOMBS POINT WATER TANK                  015 36 23.3
 PE2126
 PE2126|---------------------------------------------------------------------|
 PE2126| PID    Reference Object                     Distance      Geod. Az  |
 PE2126|                                                           dddmmss.s |
 PE2126| PE2123 COOMBS POINT WATER TANK             APPROX. 6.9 KM 0154100.4 |
 PE2126| PE2115 DICE HEAD LH                        APPROX.10.7 KM 0315524.6 |
 PE2126| PE2111 CASTINE NORMAL SCHOOL SPIRE         APPROX.12.1 KM 0344500.1 |
 PE2126| PE2112 CASTINE ORTHODOX CHURCH SPIRE       APPROX.12.1 KM 0361612.4 |
 PE2126| CE8602 PENDLETON RM 1                       11.718 METERS 05423     |
 PE2126| CE8603 PENDLETON RM 2                       10.015 METERS 28929     |
 PE2126| PE2128 DICKEY BLUFF 2                      APPROX. 8.5 KM 3183046.6 |
 PE2126|---------------------------------------------------------------------|
 PE2126
 PE2126                          SUPERSEDED SURVEY CONTROL
 PE2126
 PE2126  NAD 83(1992)-  44 18 04.66192(N)    068 53 23.17953(W) AD(       ) 2
 PE2126  NAD 83(1986)-  44 18 04.66517(N)    068 53 23.18128(W) AD(       ) 2
 PE2126  NAD 27      -  44 18 04.38100(N)    068 53 25.06900(W) AD(       ) 2
 PE2126
 PE2126.Superseded values are not recommended for survey control.
 PE2126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2126.See file dsdata.txt to determine how the superseded data were derived.
 PE2126
 PE2126_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK0879205344(NAD 83)
 PE2126_MARKER: DS = TRIANGULATION STATION DISK
 PE2126_SETTING: 66 = SET IN ROCK OUTCROP
 PE2126
 PE2126  HISTORY     - Date     Condition        Report By
 PE2126  HISTORY     - 1934     MONUMENTED       CGS
 PE2126  HISTORY     - 1962     GOOD             CGS
 PE2126
 PE2126                          STATION DESCRIPTION
 PE2126
 PE2126'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2126'THIS STATION IS ON THE TOP OF A HILL ON HEWES POINT, WHICH
 PE2126'IS THE MOST EASTERLY POINT OF THAT PART OF LONG ISLAND KNOWN AS
 PE2126'SOUTH ISLESBORO, ABOUT 10 MILES NE OF CAMDEN AND ABOUT 9 MILES SE
 PE2126'OF BELFAST.
 PE2126'
 PE2126'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN
 PE2126'DRILL HOLES IN OUTCROPPING BEDROCK AS DESCRIBED IN NOTES 2 AND 12A.
 PE2126'
 PE2126'REFERENCE MARK NO. 1 IS NE AND REFERENCE MARK NO. 2 IS W OF THE
 PE2126'STATION, BOTH ON BARE LEDGE.
 PE2126'
 PE2126'TO REACH FROM THE STEAMBOAT WHARF ON THE N SIDE OF HAWES POINT,
 PE2126'PROCEED AS FOLLOWS--FOLLOW THE ROAD STRAIGHT AHEAD 210 PACES TO ROAD
 PE2126'LEFT.  FOLLOW THIS ROAD ALONG SHORE 450 PACES TO PINE ON RIGHT, A
 PE2126'PATH LEADS W 50 PACES TO THE MOST WESTERLY OF THE TWO KNOLLS.  THE
 PE2126'STATION IS ABOUT THE CENTER OF THE KNOLL.  THE BOLTS USED TO
 PE2126'ANCHOR THE TOWER, THE OLD OBSERVATORY, ARE STILL IN PLACE.  THESE
 PE2126'AND THE ROCKS USED TO ANCHOR THE TOWER WILL HELP FIND THE
 PE2126'STATION.
 PE2126
 PE2126                          STATION RECOVERY (1962)
 PE2126
 PE2126'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WFD)
 PE2126'RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE FALLEN REMAINS OF A
 PE2126'WOODEN TOWER ARE AT THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1898 ***********************************************************************
 QF1898  DESIGNATION -  PENGUIN IBC
 QF1898  PID         -  QF1898
 QF1898  STATE/COUNTY-  ME/AROOSTOOK
 QF1898  USGS QUAD   -  ORIENT (1989)
 QF1898
 QF1898                         *CURRENT SURVEY CONTROL
 QF1898  ___________________________________________________________________
 QF1898* NAD 83(1996)-  45 48 53.64445(N)    067 46 53.85968(W)     ADJUSTED  
 QF1898* NAVD 88     -       132.     (meters)     433.     (feet)  SCALED    
 QF1898  ___________________________________________________________________
 QF1898  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 QF1898  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 QF1898
 QF1898  HORZ ORDER  -  THIRD
 QF1898
 QF1898.The horizontal coordinates were established by classical geodetic methods
 QF1898.and adjusted by the National Geodetic Survey in March 1998..
 QF1898
 QF1898.The orthometric height was scaled from a topographic map.
 QF1898
 QF1898.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1898
 QF1898.The geoid height was determined by GEOID03.
 QF1898
 QF1898;                    North         East     Units Scale Factor Converg.
 QF1898;SPC ME E     -   238,953.350   355,827.132   MT  0.99993830   +0 30 54.5
 QF1898;UTM  19      - 5,074,203.822   594,655.282   MT  0.99971015   +0 52 25.5
 QF1898
 QF1898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1898!SPC ME E     -   0.99998305  x   0.99993830  =   0.99992135
 QF1898!UTM  19      -   0.99998305  x   0.99971015  =   0.99969320
 QF1898
 QF1898|---------------------------------------------------------------------|
 QF1898| PID    Reference Object                     Distance      Geod. Az  |
 QF1898|                                                           dddmmss.s |
 QF1898| QF1961 REFERENCE MON 31 39                  53.987 METERS 02702     |
 QF1898| QF1954 FOX IBC ECC                         240.008 METERS 02923     |
 QF1898| QF1894 REFERENCE MON 31A RM 2               29.779 METERS 08454     |
 QF1898| QF1910 NORTH POINT                         APPROX. 1.5 KM 2153623.6 |
 QF1898| QF1899 REFERENCE MON 30=ENTRANCE W         171.907 METERS 35127     |
 QF1898| QF1901 PACKARD ECC NNW                     277.819 METERS 35221     |
 QF1898|---------------------------------------------------------------------|
 QF1898
 QF1898                          SUPERSEDED SURVEY CONTROL
 QF1898
 QF1898  NAD 83(1992)-  45 48 53.64165(N)    067 46 53.85816(W) AD(       ) 3
 QF1898  NAD 83(1986)-  45 48 53.64673(N)    067 46 53.87836(W) AD(       ) 3
 QF1898  NAD 27      -  45 48 53.43543(N)    067 46 55.83629(W) AD(       ) 3
 QF1898
 QF1898.Superseded values are not recommended for survey control.
 QF1898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1898.See file dsdata.txt to determine how the superseded data were derived.
 QF1898
 QF1898_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9465574204(NAD 83)
 QF1898_MARKER: H = DRILL HOLE
 QF1898_SETTING: 80 = SET IN A BOULDER
 QF1898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1898+STABILITY: SURFACE MOTION
 QF1898
 QF1898  HISTORY     - Date     Condition        Report By
 QF1898  HISTORY     - 1946     MONUMENTED       IBC
 QF1898  HISTORY     - 1955     GOOD             IBC
 QF1898  HISTORY     - 1978     MARK NOT FOUND   IBC
 QF1898
 QF1898                          STATION DESCRIPTION
 QF1898
 QF1898'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF1898'ABOUT 8 FEET E OF THE LOG LAKE WALL ON THE E SIDE OF THE HEAD OF
 QF1898'GRAND LAKE AND ABOUT 175 FEET S OF THE MOUTH OF THE THOROUGHFARE.  IT
 QF1898'IS 8 FEET N OF THE NW CORNER OF THE TAN AND RED COTTAGE CALLED---THE
 QF1898'PENGUIN---.
 QF1898'
 QF1898'STATION MARK IS A DRILL HOLE IN A SOLID ROCK NEARLY FLUSH WITH THE
 QF1898'GROUND, WHOSE EXPOSED SURFACE IS ABOUT 20 INCHES IN DIAMETER.
 QF1898'
 QF1898'REFERENCE MARK NO 1 IS ON THE POINT N OF THE STATION.
 QF1898'
 QF1898'REFERENCE MARK NO 2 IS A BRONZE DISK IN A HUGE BOULDER SW OF THE LAST
 QF1898'COTTAGE FACING THE THOROUGHFARE AND BETWEEN IT AND---THE
 QF1898'PENGUIN---COTTAGE.
 QF1898
 QF1898                          STATION RECOVERY (1955)
 QF1898
 QF1898'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1898'STATION RECOVERED IN GOOD CONDITION.
 QF1898
 QF1898                          STATION RECOVERY (1978)
 QF1898
 QF1898'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1978 (CRM)
 QF1898'THE STATION MARK AND REFERENCE MARK 2 WERE SEARCHED FOR, BUT NOT
 QF1898'RECOVERED.  THE PROPERTY OWNER STATED THAT EXTENSIVE LANDSCAPING HAD
 QF1898'BEEN DONE IN THE AREA OVER THE YEARS DUE TO ICE DAMAGE.  THE MARKS
 QF1898'HAVE PROBABLY BEEN DESTROYED OR COVERED OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0653 ***********************************************************************
 PD0653  DESIGNATION -  PENN
 PD0653  PID         -  PD0653
 PD0653  STATE/COUNTY-  ME/WASHINGTON
 PD0653  USGS QUAD   -  EASTPORT (1977)
 PD0653
 PD0653                         *CURRENT SURVEY CONTROL
 PD0653  ___________________________________________________________________
 PD0653* NAD 83(1996)-  44 55 00.41103(N)    067 07 23.75380(W)     ADJUSTED  
 PD0653* NAVD 88     -         5.1    (meters)      17.     (feet)  VERTCON   
 PD0653  ___________________________________________________________________
 PD0653  LAPLACE CORR-           4.42  (seconds)                    DEFLEC99
 PD0653  GEOID HEIGHT-         -22.67  (meters)                     GEOID03
 PD0653
 PD0653  HORZ ORDER  -  THIRD
 PD0653
 PD0653.The horizontal coordinates were established by classical geodetic methods
 PD0653.and adjusted by the National Geodetic Survey in March 1998..
 PD0653
 PD0653.The NAVD 88 height was computed by applying the VERTCON shift value to
 PD0653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PD0653
 PD0653.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0653
 PD0653.The geoid height was determined by GEOID03.
 PD0653
 PD0653;                    North         East     Units Scale Factor Converg.
 PD0653;SPC ME E     -   139,818.394   408,697.398   MT  1.00004524   +0 58 19.8
 PD0653;UTM  19      - 4,975,419.135   648,129.508   MT  0.99986982   +1 19 31.3
 PD0653
 PD0653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0653!SPC ME E     -   1.00000275  x   1.00004524  =   1.00004799
 PD0653!UTM  19      -   1.00000275  x   0.99986982  =   0.99987257
 PD0653
 PD0653                          SUPERSEDED SURVEY CONTROL
 PD0653
 PD0653  NAD 83(1992)-  44 55 00.40131(N)    067 07 23.75461(W) AD(       ) 3
 PD0653  NAD 83(1986)-  44 55 00.40130(N)    067 07 23.75542(W) AD(       ) 3
 PD0653  NGVD 29 (09/20/87)    5.3    (m)           17.     (f) VERT ANG       
 PD0653
 PD0653.Superseded values are not recommended for survey control.
 PD0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0653.See file dsdata.txt to determine how the superseded data were derived.
 PD0653
 PD0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK4813075419(NAD 83)
 PD0653_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PD0653_SETTING: 66 = SET IN ROCK OUTCROP
 PD0653_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 PD0653_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0653_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0653+STABILITY: POSITION/ELEVATION WELL
 PD0653
 PD0653  HISTORY     - Date     Condition        Report By
 PD0653  HISTORY     - UNK      MONUMENTED
 PD0653  HISTORY     - 1985     GOOD             NOS
 PD0653
 PD0653                          STATION DESCRIPTION
 PD0653
 PD0653'DESCRIBED BY NATIONAL OCEAN SERVICE 1985 (WVH)
 PD0653'THE STATION IS LOCATED AT KELLY POINT ON LEIGHTON NECK ON THE
 PD0653'PENNAMAQUAN RIVER.
 PD0653'
 PD0653'THE STATION WAS REACHED BY BOAT FROM EASTPORT BUT COULD BE REACHED
 PD0653'BY MOTOR VEHICLE FROM LEIGHTON NECK.
 PD0653'
 PD0653'THE STATION IS USCGS TOPOGRAPHIC DISK STAMPED---PENN 1946---,
 PD0653'CEMENTED IN A DRILL HOLE IN A SMOOTH ROCK LEDGE THAT EXTENDS TO THE
 PD0653'NORTH FROM KELLY POINT.  IT IS LOCATED 0.5 MILE SOUTH FROM 3 WHITE
 PD0653'TANKS LOCATED ON THE NORTH SIDE OF THE RIVER, 8 METERS (26 FT) NORTH
 PD0653'FROM THE SOUTH EDGE OF EXPOSED ROCK, 3.9 METERS (12.8 FT) SOUTH FROM
 PD0653'A STAINLESS STEEL EYEBOLT CEMENTED IN ROCK LEDGE AND ABOUT 1.2 METERS
 PD0653'(4 FT) ABOVE HIGH WATER.
 PD0653'
 PD0653'HEIGHT OF LIGHT SHOWN WAS 1.3 METERS ABOVE THE MARK.
 PD0653'
 PD0653'DESCRIBED BY J.G.F.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1319 ***********************************************************************
 QG1319  DESIGNATION -  PENOBSCOT
 QG1319  PID         -  QG1319
 QG1319  STATE/COUNTY-  ME/PISCATAQUIS
 QG1319  USGS QUAD   -  WADLEIGH MOUNTAIN (1988)
 QG1319
 QG1319                         *CURRENT SURVEY CONTROL
 QG1319  ___________________________________________________________________
 QG1319* NAD 83(1996)-  45 38 56.86255(N)    069 12 31.75421(W)     ADJUSTED  
 QG1319* NAVD 88     -       432.4    (meters)    1419.     (feet)  VERTCON   
 QG1319  ___________________________________________________________________
 QG1319  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 QG1319  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 QG1319
 QG1319  HORZ ORDER  -  THIRD
 QG1319
 QG1319.The horizontal coordinates were established by classical geodetic methods
 QG1319.and adjusted by the National Geodetic Survey in March 1998..
 QG1319
 QG1319.The NAVD 88 height was computed by applying the VERTCON shift value to
 QG1319.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QG1319
 QG1319.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1319
 QG1319.The geoid height was determined by GEOID03.
 QG1319
 QG1319;                    North         East     Units Scale Factor Converg.
 QG1319;SPC ME E     -   220,523.605   244,751.946   MT  0.99993751   -0 30 24.7
 QG1319;UTM  19      - 5,055,085.666   483,728.638   MT  0.99960325   -0 08 57.6
 QG1319
 QG1319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1319!SPC ME E     -   0.99993599  x   0.99993751  =   0.99987350
 QG1319!UTM  19      -   0.99993599  x   0.99960325  =   0.99953927
 QG1319
 QG1319|---------------------------------------------------------------------|
 QG1319| PID    Reference Object                     Distance      Geod. Az  |
 QG1319|                                                           dddmmss.s |
 QG1319| DA5259 PENOBSCOT RM 1                       31.326 METERS 11814     |
 QG1319| QG1317 WHITE CAP MTN                       APPROX.10.9 KM 1952636.4 |
 QG1319| DA5260 PENOBSCOT RM 2                       23.030 METERS 20316     |
 QG1319|---------------------------------------------------------------------|
 QG1319
 QG1319                          SUPERSEDED SURVEY CONTROL
 QG1319
 QG1319  NAD 83(1992)-  45 38 56.86211(N)    069 12 31.74737(W) AD(       ) 3
 QG1319  NAD 83(1986)-  45 38 56.86618(N)    069 12 31.75860(W) AD(       ) 3
 QG1319  NAD 27      -  45 38 56.70500(N)    069 12 33.57700(W) AD(       ) 3
 QG1319  NGVD 29 (07/19/86)  432.6    (m)         1419.     (f) VERT ANG       
 QG1319
 QG1319.Superseded values are not recommended for survey control.
 QG1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1319.See file dsdata.txt to determine how the superseded data were derived.
 QG1319
 QG1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL8372955086(NAD 83)
 QG1319_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QG1319_SETTING: 80 = SET IN A BOULDER
 QG1319_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QG1319
 QG1319  HISTORY     - Date     Condition        Report By
 QG1319  HISTORY     - 1955     MONUMENTED       CGS
 QG1319
 QG1319                          STATION DESCRIPTION
 QG1319
 QG1319'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 QG1319'THE STATION IS LOCATED ALONG THE NORTH SIDE OF A EAST-WEST
 QG1319'GRAVELED ROAD, ABOUT 12-1/2 MILES EAST SOUTHEAST OF KOKADJO, 1
 QG1319'3/4 MILES SOUTH OF PENOBSCOT LAKE, 15 FEET NORTH OF THE
 QG1319'CENTERLINE OF THE GRAVELED ROAD AND 9.5 FEET EAST SOUTHEAST OF A
 QG1319'WHITE WITNESS POST NAILED TO A 14 INCH STUMP.
 QG1319'
 QG1319'TO REACH.  FROM THE U.S. POST OFFICE IN KOKADJO, GO EASTERLY 0.3
 QG1319'MILE TO FORKS.  TAKE RIGHT FORK, AND GO EASTERLY 9.7 MILES TO
 QG1319'SECOND WOODEN BRIDGE AND LAKE ON LEFT.  CONTINUE EASTERLY, ON
 QG1319'MAIN TRAVELED ROAD 3.25 MILES TO TOP OF RIDGE AND THE STATION.
 QG1319'
 QG1319'THE STATION MARK IS A STANDARD DISK, STAMPED PENOBSCOT 1955,
 QG1319'SET IN A DRILL HOLE IN A BOULDER 2 FEET SQUARE WHICH PROJECTS
 QG1319'ABOUT 8 INCHES.
 QG1319'
 QG1319'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED PENOBSCOT
 QG1319'NO 1 1955, SET IN A DRILL HOLE IN A BOULDER 2 FEET IN DIAMETER
 QG1319'WHICH PROJECTS ABOUT 18 INCHES AND IS ABOUT THE SAME ELEVATION AS
 QG1319'THE STATION.  IT IS LOCATED 24 FEET SOUTH OF THE CENTERLINE OF THE
 QG1319'EAST-WEST GRAVELED ROAD.
 QG1319'
 QG1319'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED PENOBSCOT
 QG1319'NO 2 1955, SET IN A DRILL HOLE IN A BOULDER 4 FEET SQUARE WHICH
 QG1319'PROJECTS ABOUT 20 INCHES AND IS ABOUT THE SAME ELEVATION AS THE
 QG1319'STATION.  IT IS LOCATED 60 FEET SOUTH OF THE CENTERLINE OF THE
 QG1319'EAST-WEST GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH8904 ***********************************************************************
 AH8904  HT_MOD      -  This is a Height Modernization Survey Station.
 AH8904  CORS        -  This is a GPS Continuously Operating Reference Station.
 AH8904  DESIGNATION -  PENOBSCOT 1 CORS ARP
 AH8904  CORS_ID     -  PNB1
 AH8904  PID         -  AH8904
 AH8904  STATE/COUNTY-  ME/HANCOCK
 AH8904  USGS QUAD   -  CASTINE (1979)
 AH8904
 AH8904                         *CURRENT SURVEY CONTROL
 AH8904  ___________________________________________________________________
 AH8904* NAD 83(CORS)-  44 27 06.17753(N)    068 46 20.16299(W)     ADJUSTED  
 AH8904* NAVD 88     -        58.72   (meters)     192.7    (feet)  GPS OBS   
 AH8904  ___________________________________________________________________
 AH8904  EPOCH DATE  -        2002.00
 AH8904  X           -   1,651,243.529 (meters)                     COMP
 AH8904  Y           -  -4,251,055.892 (meters)                     COMP
 AH8904  Z           -   4,444,083.350 (meters)                     COMP
 AH8904  ELLIP HEIGHT-          33.72  (meters)          (03/??/02) GPS OBS
 AH8904  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 AH8904
 AH8904  HORZ ORDER  -  SPECIAL (CORS)
 AH8904  ELLP ORDER  -  SPECIAL (CORS)
 AH8904
 AH8904.ITRF positions are available for this station.
 AH8904.The coordinates were established by GPS observations
 AH8904.and adjusted by the National Geodetic Survey in March 2002..
 AH8904.The coordinates are valid at the epoch date displayed above.
 AH8904.The epoch date for horizontal control is a decimal equivalence
 AH8904.of Year/Month/Day.
 AH8904
 AH8904.The orthometric height was determined by GPS observations and a
 AH8904.high-resolution geoid model using precise GPS observation and
 AH8904.processing techniques.
 AH8904
 AH8904.The PID for the CORS L1 Phase Center is AJ7957.
 AH8904
 AH8904.The XYZ, and position/ellipsoidal ht. are equivalent.
 AH8904
 AH8904.The ellipsoidal height was determined by GPS observations
 AH8904.and is referenced to NAD 83.
 AH8904
 AH8904.The geoid height was determined by GEOID03.
 AH8904
 AH8904;                    North         East     Units Scale Factor Converg.
 AH8904;SPC ME E     -    87,256.830   278,330.988   MT  0.99990577   -0 11 26.4
 AH8904
 AH8904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8904!SPC ME E     -   0.99999471  x   0.99990577  =   0.99990048
 AH8904
 AH8904                          SUPERSEDED SURVEY CONTROL
 AH8904
 AH8904  NAD 83(CORS)-  44 27 06.17745(N)    068 46 20.16313(W) AD(1997.00) c
 AH8904  ELLIP H (07/??/00)   33.72   (m)                       GP(1997.00) c c
 AH8904  NAD 83(CORS)-  44 27 06.17904(N)    068 46 20.16486(W) AD(1997.00) c
 AH8904  ELLIP H (05/??/99)   33.69   (m)                       GP(1997.00) c c
 AH8904
 AH8904.Superseded values are not recommended for survey control.
 AH8904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8904.See file dsdata.txt to determine how the superseded data were derived.
 AH8904
 AH8904_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1811922071(NAD 83)
 AH8904_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AH8904
 AH8904                          STATION DESCRIPTION
 AH8904
 AH8904'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AH8904'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AH8904'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AH8904'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AH8904'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AH8904'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ7957 ***********************************************************************
 AJ7957  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ7957  DESIGNATION -  PENOBSCOT 1 CORS L1 PHASE CENTER
 AJ7957  CORS_ID     -  PNB1
 AJ7957  PID         -  AJ7957
 AJ7957  STATE/COUNTY-  ME/HANCOCK
 AJ7957  USGS QUAD   -  CASTINE (1979)
 AJ7957
 AJ7957                         *CURRENT SURVEY CONTROL
 AJ7957  ___________________________________________________________________
 AJ7957* NAD 83(CORS)-  44 27 06.17749(N)    068 46 20.16303(W)     ADJUSTED  
 AJ7957* NAVD 88     -                                                        
 AJ7957  ___________________________________________________________________
 AJ7957  EPOCH DATE  -        2002.00
 AJ7957  X           -   1,651,243.552 (meters)                     COMP
 AJ7957  Y           -  -4,251,055.953 (meters)                     COMP
 AJ7957  Z           -   4,444,083.412 (meters)                     COMP
 AJ7957  ELLIP HEIGHT-          33.81  (meters)          (03/??/02) GPS OBS
 AJ7957  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 AJ7957
 AJ7957  HORZ ORDER  -  SPECIAL (CORS)
 AJ7957  ELLP ORDER  -  SPECIAL (CORS)
 AJ7957
 AJ7957.ITRF positions are available for this station.
 AJ7957.The coordinates were established by GPS observations
 AJ7957.and adjusted by the National Geodetic Survey in March 2002..
 AJ7957.The coordinates are valid at the epoch date displayed above.
 AJ7957.The epoch date for horizontal control is a decimal equivalence
 AJ7957.of Year/Month/Day.
 AJ7957
 AJ7957
 AJ7957.The PID for the CORS ARP is AH8904.
 AJ7957
 AJ7957.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ7957
 AJ7957.The ellipsoidal height was determined by GPS observations
 AJ7957.and is referenced to NAD 83.
 AJ7957
 AJ7957.The geoid height was determined by GEOID03.
 AJ7957
 AJ7957;                    North         East     Units Scale Factor Converg.
 AJ7957;SPC ME E     -    87,256.829   278,330.987   MT  0.99990577   -0 11 26.4
 AJ7957
 AJ7957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7957!SPC ME E     -   0.99999470  x   0.99990577  =   0.99990047
 AJ7957
 AJ7957                          SUPERSEDED SURVEY CONTROL
 AJ7957
 AJ7957  NAD 83(CORS)-  44 27 06.17741(N)    068 46 20.16317(W) AD(1997.00) c
 AJ7957  ELLIP H (07/??/00)   33.81   (m)                       GP(1997.00) c c
 AJ7957  NAD 83(CORS)-  44 27 06.17900(N)    068 46 20.16490(W) AD(1997.00) c
 AJ7957  ELLIP H (05/??/99)   33.77   (m)                       GP(1997.00) c c
 AJ7957
 AJ7957.Superseded values are not recommended for survey control.
 AJ7957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7957.See file dsdata.txt to determine how the superseded data were derived.
 AJ7957
 AJ7957_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1811922071(NAD 83)
 AJ7957_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AJ7957
 AJ7957                          STATION DESCRIPTION
 AJ7957
 AJ7957'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AJ7957'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ7957'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ7957'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ7957'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ7957'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH8906 ***********************************************************************
 AH8906  CORS        -  This is a GPS Continuously Operating Reference Station.
 AH8906  DESIGNATION -  PENOBSCOT 2 CORS ARP
 AH8906  CORS_ID     -  PNB2
 AH8906  PID         -  AH8906
 AH8906  STATE/COUNTY-  ME/HANCOCK
 AH8906  USGS QUAD   -  CASTINE (1979)
 AH8906
 AH8906                         *CURRENT SURVEY CONTROL
 AH8906  ___________________________________________________________________
 AH8906* NAD 83(CORS)-  44 27 07.24704(N)    068 46 19.95968(W)     ADJUSTED  
 AH8906* NAVD 88     -                                                        
 AH8906  ___________________________________________________________________
 AH8906  EPOCH DATE  -        2002.00
 AH8906  X           -   1,651,239.245 (meters)                     COMP
 AH8906  Y           -  -4,251,032.448 (meters)                     COMP
 AH8906  Z           -   4,444,106.636 (meters)                     COMP
 AH8906  ELLIP HEIGHT-          33.32  (meters)          (04/??/04) GPS OBS
 AH8906  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 AH8906
 AH8906  HORZ ORDER  -  SPECIAL (CORS)
 AH8906  ELLP ORDER  -  SPECIAL (CORS)
 AH8906
 AH8906.ITRF positions are available for this station.
 AH8906.The coordinates were established by GPS observations
 AH8906.and adjusted by the National Geodetic Survey in April 2004..
 AH8906.The coordinates are valid at the epoch date displayed above.
 AH8906.The epoch date for horizontal control is a decimal equivalence
 AH8906.of Year/Month/Day.
 AH8906
 AH8906
 AH8906.The PID for the CORS L1 Phase Center is AJ7958.
 AH8906
 AH8906.The XYZ, and position/ellipsoidal ht. are equivalent.
 AH8906
 AH8906.The ellipsoidal height was determined by GPS observations
 AH8906.and is referenced to NAD 83.
 AH8906
 AH8906.The geoid height was determined by GEOID03.
 AH8906
 AH8906;                    North         East     Units Scale Factor Converg.
 AH8906;SPC ME E     -    87,289.824   278,335.592   MT  0.99990577   -0 11 26.3
 AH8906
 AH8906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8906!SPC ME E     -   0.99999478  x   0.99990577  =   0.99990055
 AH8906
 AH8906                          SUPERSEDED SURVEY CONTROL
 AH8906
 AH8906  NAD 83(CORS)-  44 27 07.24782(N)    068 46 19.95901(W) AD(2002.00) c
 AH8906  NAD 83(CORS)-  44 27 07.24760(N)    068 46 19.95925(W) AD(1997.00) c
 AH8906  ELLIP H (07/??/00)   33.31   (m)                       GP(1997.00) c c
 AH8906  NAD 83(CORS)-  44 27 07.24876(N)    068 46 19.96114(W) AD(1997.00) c
 AH8906  ELLIP H (05/??/99)   33.28   (m)                       GP(1997.00) c c
 AH8906
 AH8906.Superseded values are not recommended for survey control.
 AH8906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8906.See file dsdata.txt to determine how the superseded data were derived.
 AH8906
 AH8906_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1812422104(NAD 83)
 AH8906_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AH8906
 AH8906                          STATION DESCRIPTION
 AH8906
 AH8906'DESCRIBED BY NATIONAL GEODETIC SURVEY 2004
 AH8906'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AH8906'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AH8906'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AH8906'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AH8906'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ7958 ***********************************************************************
 AJ7958  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ7958  DESIGNATION -  PENOBSCOT 2 CORS L1 PHASE CENTER
 AJ7958  CORS_ID     -  PNB2
 AJ7958  PID         -  AJ7958
 AJ7958  STATE/COUNTY-  ME/HANCOCK
 AJ7958  USGS QUAD   -  CASTINE (1979)
 AJ7958
 AJ7958                         *CURRENT SURVEY CONTROL
 AJ7958  ___________________________________________________________________
 AJ7958* NAD 83(CORS)-  44 27 07.24700(N)    068 46 19.95972(W)     ADJUSTED  
 AJ7958* NAVD 88     -                                                        
 AJ7958  ___________________________________________________________________
 AJ7958  EPOCH DATE  -        2002.00
 AJ7958  X           -   1,651,239.268 (meters)                     COMP
 AJ7958  Y           -  -4,251,032.509 (meters)                     COMP
 AJ7958  Z           -   4,444,106.698 (meters)                     COMP
 AJ7958  ELLIP HEIGHT-          33.41  (meters)          (04/??/04) GPS OBS
 AJ7958  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 AJ7958
 AJ7958  HORZ ORDER  -  SPECIAL (CORS)
 AJ7958  ELLP ORDER  -  SPECIAL (CORS)
 AJ7958
 AJ7958.ITRF positions are available for this station.
 AJ7958.The coordinates were established by GPS observations
 AJ7958.and adjusted by the National Geodetic Survey in April 2004..
 AJ7958.The coordinates are valid at the epoch date displayed above.
 AJ7958.The epoch date for horizontal control is a decimal equivalence
 AJ7958.of Year/Month/Day.
 AJ7958
 AJ7958
 AJ7958.The PID for the CORS ARP is AH8906.
 AJ7958
 AJ7958.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ7958
 AJ7958.The ellipsoidal height was determined by GPS observations
 AJ7958.and is referenced to NAD 83.
 AJ7958
 AJ7958.The geoid height was determined by GEOID03.
 AJ7958
 AJ7958;                    North         East     Units Scale Factor Converg.
 AJ7958;SPC ME E     -    87,289.823   278,335.591   MT  0.99990577   -0 11 26.3
 AJ7958
 AJ7958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7958!SPC ME E     -   0.99999476  x   0.99990577  =   0.99990053
 AJ7958
 AJ7958                          SUPERSEDED SURVEY CONTROL
 AJ7958
 AJ7958  NAD 83(CORS)-  44 27 07.24778(N)    068 46 19.95905(W) AD(2002.00) c
 AJ7958  ELLIP H (03/??/02)   33.40   (m)                       GP(2002.00) c c
 AJ7958  NAD 83(CORS)-  44 27 07.24756(N)    068 46 19.95929(W) AD(1997.00) c
 AJ7958  ELLIP H (07/??/00)   33.40   (m)                       GP(1997.00) c c
 AJ7958  NAD 83(CORS)-  44 27 07.24872(N)    068 46 19.96118(W) AD(1997.00) c
 AJ7958  ELLIP H (05/??/99)   33.37   (m)                       GP(1997.00) c c
 AJ7958
 AJ7958.Superseded values are not recommended for survey control.
 AJ7958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7958.See file dsdata.txt to determine how the superseded data were derived.
 AJ7958
 AJ7958_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1812422104(NAD 83)
 AJ7958_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AJ7958
 AJ7958                          STATION DESCRIPTION
 AJ7958
 AJ7958'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AJ7958'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ7958'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ7958'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ7958'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ7958'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1543 ***********************************************************************
 QF1543  DESIGNATION -  PENOBSCOT BALD
 QF1543  PID         -  QF1543
 QF1543  STATE/COUNTY-  ME/PENOBSCOT
 QF1543  USGS QUAD   -  SCRAGGLY LAKE (1988)
 QF1543
 QF1543                         *CURRENT SURVEY CONTROL
 QF1543  ___________________________________________________________________
 QF1543* NAD 83(1996)-  45 20 42.44112(N)    067 59 51.41865(W)     ADJUSTED  
 QF1543* NAVD 88     -       258.     (meters)     846.     (feet)  SCALED    
 QF1543  ___________________________________________________________________
 QF1543  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 QF1543  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 QF1543
 QF1543  HORZ ORDER  -  THIRD
 QF1543
 QF1543.The horizontal coordinates were established by classical geodetic methods
 QF1543.and adjusted by the National Geodetic Survey in March 1998..
 QF1543
 QF1543.The orthometric height was scaled from a topographic map.
 QF1543
 QF1543.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1543
 QF1543.The geoid height was determined by GEOID03.
 QF1543
 QF1543;                    North         East     Units Scale Factor Converg.
 QF1543;SPC ME E     -   186,617.711   339,368.902   MT  0.99991905   +0 21 26.6
 QF1543;UTM  19      - 5,021,778.966   578,527.408   MT  0.99967582   +0 42 47.1
 QF1543
 QF1543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1543!SPC ME E     -   0.99996332  x   0.99991905  =   0.99988238
 QF1543!UTM  19      -   0.99996332  x   0.99967582  =   0.99963916
 QF1543
 QF1543:                Primary Azimuth Mark                     Grid Az
 QF1543:SPC ME E     -  HUMPBACK                                 189 05 46.9
 QF1543:UTM  19      -  HUMPBACK                                 188 44 26.4
 QF1543
 QF1543|---------------------------------------------------------------------|
 QF1543| PID    Reference Object                     Distance      Geod. Az  |
 QF1543|                                                           dddmmss.s |
 QF1543| PE1693 HUMPBACK                            APPROX.54.1 KM 1892713.5 |
 QF1543|---------------------------------------------------------------------|
 QF1543
 QF1543                          SUPERSEDED SURVEY CONTROL
 QF1543
 QF1543  NAD 83(1992)-  45 20 42.43865(N)    067 59 51.41598(W) AD(       ) 3
 QF1543  NAD 83(1986)-  45 20 42.44154(N)    067 59 51.42136(W) AD(       ) 3
 QF1543  NAD 27      -  45 20 42.20949(N)    067 59 53.38203(W) AD(       ) 3
 QF1543
 QF1543.Superseded values are not recommended for survey control.
 QF1543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1543.See file dsdata.txt to determine how the superseded data were derived.
 QF1543
 QF1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL7852721779(NAD 83)
 QF1543_MARKER: DD = SURVEY DISK
 QF1543_SETTING: 66 = SET IN ROCK OUTCROP
 QF1543_SP_SET: SET IN A ROCK LEDGE
 QF1543_MAGNETIC: N = NO MAGNETIC MATERIAL
 QF1543_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF1543+STABILITY: POSITION/ELEVATION WELL
 QF1543
 QF1543  HISTORY     - Date     Condition        Report By
 QF1543  HISTORY     - 1928     MONUMENTED       USGS
 QF1543
 QF1543                          STATION DESCRIPTION
 QF1543
 QF1543'DESCRIBED BY US GEOLOGICAL SURVEY 1928 (TTR)
 QF1543'LOCATED IN SE. 1/4 OF CARROLL TOWNSHIP, ON HIGHEST POINT OF BROAD,
 QF1543'FLAT-TOPPED GRANITE HILL KNOWN AS BALD MOUNTAIN.  SLOPES OF THE
 QF1543'MOUNTAIN ARE HEAVILY TIMBERED BUT ON TOP THERE ARE SCATTERING PINE
 QF1543'AND SPRUCE.
 QF1543'
 QF1543'TO REACH FROM LAKEVILLE, FOLLOW HWY. E. TO W. G. SMITH-S BALD
 QF1543'MOUNTAIN CAMPS WHICH ARE LOCATED ON MILL POND AT BASE OF MOUNTAIN,
 QF1543'FROM THESE CAMPS AN OLD TOTE RD. LEADS OVER TOP OF MOUNTAIN.
 QF1543'
 QF1543'STATION MARK-  STANDARD DISK IN GRANITE LEDGE AND COVERED BY CAIRN
 QF1543'STAMPED ---R 1928---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2248 ***********************************************************************
 OC2248  DESIGNATION -  PEPPERELL 1900
 OC2248  PID         -  OC2248
 OC2248  STATE/COUNTY-  ME/YORK
 OC2248  USGS QUAD   -  KITTERY (1989)
 OC2248
 OC2248                         *CURRENT SURVEY CONTROL
 OC2248  ___________________________________________________________________
 OC2248* NAD 83(1996)-  43 05 05.32557(N)    070 42 14.85121(W)     ADJUSTED  
 OC2248* NAVD 88     -        14.     (meters)      46.     (feet)  SCALED    
 OC2248  ___________________________________________________________________
 OC2248  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 OC2248  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 OC2248
 OC2248  HORZ ORDER  -  THIRD
 OC2248
 OC2248.The horizontal coordinates were established by classical geodetic methods
 OC2248.and adjusted by the National Geodetic Survey in March 1998..
 OC2248
 OC2248.The orthometric height was scaled from a topographic map.
 OC2248
 OC2248.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2248
 OC2248.The geoid height was determined by GEOID03.
 OC2248
 OC2248;                    North         East     Units Scale Factor Converg.
 OC2248;SPC ME W     -    28,076.605   856,236.840   MT  0.99999022   -0 22 01.7
 OC2248;UTM  19      - 4,771,642.447   361,289.348   MT  0.99983670   -1 09 51.3
 OC2248
 OC2248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2248!SPC ME W     -   1.00000201  x   0.99999022  =   0.99999223
 OC2248!UTM  19      -   1.00000201  x   0.99983670  =   0.99983871
 OC2248
 OC2248:                Primary Azimuth Mark                     Grid Az
 OC2248:SPC ME W     -  FALSE 1900                               154 00 16.2
 OC2248:UTM  19      -  FALSE 1900                               154 48 05.8
 OC2248
 OC2248|---------------------------------------------------------------------|
 OC2248| PID    Reference Object                     Distance      Geod. Az  |
 OC2248|                                                           dddmmss.s |
 OC2248| OC2253 FALSE 1900                          APPROX. 1.6 KM 1533814.5 |
 OC2248| OC2241 FORT CONSTITUTION FLAGSTAFF         APPROX. 1.5 KM 1971151.7 |
 OC2248| OC2295 NEW CASTLE CHURCH SPIRE             APPROX. 1.8 KM 2132559.7 |
 OC2248| OC2279 NEW CASTLE WINDMILL TWO TANKS       APPROX. 2.3 KM 2334448.8 |
 OC2248| OC2298 KITTERY PT CONG CHURCH SPIRE        APPROX. 1.0 KM 2490143.4 |
 OC2248| OC2425 PORTSMOUTH BREWERY FLAGSTAFF        APPROX. 5.7 KM 2522702.8 |
 OC2248| OC2457 PORTSMOUTH CATHOLIC CH SPIRE        APPROX. 5.0 KM 2544033.6 |
 OC2248| OC2484 PORTSMOUTH N CHURCH SPIRE           APPROX. 4.5 KM 2582400.9 |
 OC2248| OC2467 PORTSMOUTH ST JOHNS CH SPIRE        APPROX. 4.2 KM 2603254.3 |
 OC2248|---------------------------------------------------------------------|
 OC2248
 OC2248                          SUPERSEDED SURVEY CONTROL
 OC2248
 OC2248  NAD 83(1992)-  43 05 05.32460(N)    070 42 14.85135(W) AD(       ) 3
 OC2248  NAD 83(1986)-  43 05 05.32818(N)    070 42 14.85540(W) AD(       ) 3
 OC2248  NAD 27      -  43 05 05.01600(N)    070 42 16.70200(W) AD(       ) 3
 OC2248
 OC2248.Superseded values are not recommended for survey control.
 OC2248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2248.See file dsdata.txt to determine how the superseded data were derived.
 OC2248
 OC2248_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH6128971642(NAD 83)
 OC2248
 OC2248  HISTORY     - Date     Condition        Report By
 OC2248  HISTORY     - 1900     MONUMENTED       CGS
 OC2248  HISTORY     - 1928     SEE DESCRIPTION  CGS
 OC2248  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OC2248  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OC2248
 OC2248                          STATION DESCRIPTION
 OC2248
 OC2248'DESCRIBED BY COAST AND GEODETIC SURVEY 1900 (WBF)
 OC2248'THE FLAGSTAFF ON THE TOWER OF WESTERN CUPOLA OF THE
 OC2248'PEPPERELL HOTEL AT KITTERY POINT.
 OC2248
 OC2248                          STATION RECOVERY (1928)
 OC2248
 OC2248'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928 (GCM)
 OC2248'STATION RECOVERED IN GOOD CONDITION.  ADD TO ORIGINAL
 OC2248'DESCRIPTION--FLAGSTAFF HAS BEEN REMOVED, BUT ITS BASE IS STILL
 OC2248'IN PLACE.
 OC2248
 OC2248                          STATION RECOVERY (1943)
 OC2248
 OC2248'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 OC2248'RECOVERED IN GOOD CONDITION.  STATION IS TOP OF LOWER (W)
 OC2248'OF TWO CUPOLAS.  CUPOLA ON WHICH STATION IS LOCATED IS
 OC2248'RECTANGULAR, PAINTED WHITE, AND HAS THREE WINDOWS ON S AND N
 OC2248'SIDES, ONE WINDOW ON E AND W SIDES.  HOTEL IS 110 FEET LONG,
 OC2248'3 STORIES, PAINTED WHITE WITH A BLACK ROOF.  PORCH ON FRONT
 OC2248'SIDE FULL LENGTH OF BUILDING.  FLAGSTAFF HAS NOT BEEN
 OC2248'REPLACED.  A.L. LINSCOTT, OWNER, SAYS FLAGSTAFF EXTENDS FROM
 OC2248'FLOOR TO ROOF AND IS BROKEN JUST ABOVE ROOF.  STATION CAN BE
 OC2248'USED BY EXTENDING POLE.
 OC2248
 OC2248                          STATION RECOVERY (1953)
 OC2248
 OC2248'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (PT)
 OC2248'THE STATION WAS DESTROYED BY FIRE IN JANUARY 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1846 ***********************************************************************
 QF1846  DESIGNATION -  PERCH TABLET IBC
 QF1846  PID         -  QF1846
 QF1846  STATE/COUNTY-  ME/AROOSTOOK
 QF1846  USGS QUAD   -  NORTH AMITY (1989)
 QF1846
 QF1846                         *CURRENT SURVEY CONTROL
 QF1846  ___________________________________________________________________
 QF1846* NAD 83(1996)-  45 53 19.79591(N)    067 47 39.64286(W)     ADJUSTED  
 QF1846* NAVD 88     -       133.     (meters)     436.     (feet)  SCALED    
 QF1846  ___________________________________________________________________
 QF1846  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 QF1846  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 QF1846
 QF1846  HORZ ORDER  -  THIRD
 QF1846
 QF1846.The horizontal coordinates were established by classical geodetic methods
 QF1846.and adjusted by the National Geodetic Survey in March 1998..
 QF1846
 QF1846.The orthometric height was scaled from a topographic map.
 QF1846
 QF1846.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1846
 QF1846.The geoid height was determined by GEOID03.
 QF1846
 QF1846;                    North         East     Units Scale Factor Converg.
 QF1846;SPC ME E     -   247,161.013   354,766.195   MT  0.99993686   +0 30 24.0
 QF1846;UTM  19      - 5,082,402.804   593,543.219   MT  0.99970757   +0 51 56.6
 QF1846
 QF1846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1846!SPC ME E     -   0.99998288  x   0.99993686  =   0.99991974
 QF1846!UTM  19      -   0.99998288  x   0.99970757  =   0.99969045
 QF1846
 QF1846|---------------------------------------------------------------------|
 QF1846| PID    Reference Object                     Distance      Geod. Az  |
 QF1846|                                                           dddmmss.s |
 QF1846| QF1820 PERCH IBC                            19.700 METERS 03708     |
 QF1846| QF1819 REFERENCE MON 10                     15.600 METERS 10705     |
 QF1846| QF1847 REFERENCE MON 11                      0.790 METERS 28547     |
 QF1846|---------------------------------------------------------------------|
 QF1846
 QF1846                          SUPERSEDED SURVEY CONTROL
 QF1846
 QF1846  NAD 83(1992)-  45 53 19.79313(N)    067 47 39.64141(W) AD(       ) 4
 QF1846  NAD 83(1986)-  45 53 19.50555(N)    067 47 38.72668(W) AD(       ) 4
 QF1846  NAD 27      -  45 53 19.70927(N)    067 47 41.80572(W) AD(       ) 3
 QF1846
 QF1846.Superseded values are not recommended for survey control.
 QF1846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1846.See file dsdata.txt to determine how the superseded data were derived.
 QF1846
 QF1846_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9354382403(NAD 83)
 QF1846_MARKER: DD = SURVEY DISK
 QF1846_SETTING: 80 = SET IN A BOULDER
 QF1846_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF1846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1846+STABILITY: SURFACE MOTION
 QF1846
 QF1846  HISTORY     - Date     Condition        Report By
 QF1846  HISTORY     - 1912     MONUMENTED       IBC
 QF1846  HISTORY     - 1972     GOOD             IBC
 QF1846
 QF1846                          STATION DESCRIPTION
 QF1846
 QF1846'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (JEM)
 QF1846'ON MONUMENT BROOK, ABOUT 1-3/4 MILES ABOVE THE MOUTH OF GREENLEAF
 QF1846'BROOK.  THIS STATION IS ON THE SAME ROCK AS REFERENCE MONUMENT 11 AND
 QF1846'IS 0.8 METER TO THE E OF THAT STATION.  THE ROCK IS 1.5 METERS FROM
 QF1846'THE EDGE OF THE WATER AND MEASURES 2.3 BY 1.7 BY 0.9 METERS.
 QF1846'
 QF1846'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE IN THE ROCK.  A
 QF1846'TRIANGLE IS CUT IN THE ROCK NEAR IT.  TABLET IS COUNTERSUNK.
 QF1846
 QF1846                          STATION RECOVERY (1972)
 QF1846
 QF1846'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1846'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0527 ***********************************************************************
 OB0527  DESIGNATION -  PERKINS ISLAND LIGHT
 OB0527  PID         -  OB0527
 OB0527  STATE/COUNTY-  ME/SAGADAHOC
 OB0527  USGS QUAD   -  PHIPPSBURG (1957)
 OB0527
 OB0527                         *CURRENT SURVEY CONTROL
 OB0527  ___________________________________________________________________
 OB0527* NAD 83(1996)-  43 47 12.35001(N)    069 47 06.89364(W)     ADJUSTED  
 OB0527* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 OB0527  ___________________________________________________________________
 OB0527  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 OB0527  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 OB0527
 OB0527  HORZ ORDER  -  THIRD
 OB0527
 OB0527.The horizontal coordinates were established by classical geodetic methods
 OB0527.and adjusted by the National Geodetic Survey in March 1998..
 OB0527
 OB0527.The orthometric height was scaled from a topographic map.
 OB0527
 OB0527.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0527
 OB0527.The geoid height was determined by GEOID03.
 OB0527
 OB0527;                    North         East     Units Scale Factor Converg.
 OB0527;SPC ME W     -   105,992.153   930,700.459   MT  0.99997825   +0 15 50.2
 OB0527;UTM  19      - 4,848,489.226   436,818.295   MT  0.99964910   -0 32 36.2
 OB0527
 OB0527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0527!SPC ME W     -   1.00000390  x   0.99997825  =   0.99998215
 OB0527!UTM  19      -   1.00000390  x   0.99964910  =   0.99965300
 OB0527
 OB0527:                Primary Azimuth Mark                     Grid Az
 OB0527:SPC ME W     -  COXES HEAD RESET                         187 21 05.7
 OB0527:UTM  19      -  COXES HEAD RESET                         188 09 32.1
 OB0527
 OB0527|---------------------------------------------------------------------|
 OB0527| PID    Reference Object                     Distance      Geod. Az  |
 OB0527|                                                           dddmmss.s |
 OB0527| OB0542 COXES HEAD RESET                    APPROX. 2.2 KM 1873655.9 |
 OB0527| OB0548 PHIPPSBURG SPIRE                    APPROX. 4.1 KM 3312133.5 |
 OB0527| OB0546 SQUIRREL POINT LIGHT                APPROX. 3.6 KM 3372201.5 |
 OB0527|---------------------------------------------------------------------|
 OB0527
 OB0527                          SUPERSEDED SURVEY CONTROL
 OB0527
 OB0527  NAD 83(1992)-  43 47 12.34782(N)    069 47 06.89179(W) AD(       ) 3
 OB0527  NAD 83(1986)-  43 47 12.35340(N)    069 47 06.89736(W) AD(       ) 3
 OB0527  NAD 27      -  43 47 12.05900(N)    069 47 08.72500(W) AD(       ) 3
 OB0527
 OB0527.Superseded values are not recommended for survey control.
 OB0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0527.See file dsdata.txt to determine how the superseded data were derived.
 OB0527
 OB0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3681848489(NAD 83)
 OB0527
 OB0527  HISTORY     - Date     Condition        Report By
 OB0527  HISTORY     - UNK      MONUMENTED
 OB0527  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OB0527  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0527  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0527  HISTORY     - 1988     GOOD             USPSQD
 OB0527
 OB0527                          STATION DESCRIPTION
 OB0527
 OB0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OB0527'STATION HAS NOT BEEN PREVIOUSLY DESCRIBED.  IT IS A WHITE
 OB0527'OCTAGONAL PYRAMIDAL TOWER ON THE E SIDE OF THE KENNEBEC RIVER
 OB0527'2-1/2 MILES FROM ITS MOUTH.  LIGHT WAS CONSTRUCTED IN 1898
 OB0527'AND NO CHANGES HAVE BEEN MADE SINCE THAT DATE.
 OB0527
 OB0527                          STATION RECOVERY (1934)
 OB0527
 OB0527'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0527'RECOVERED.  ON PERKINS ISLAND AT THE MOUTH OF THE KENNEBEC
 OB0527'RIVER.  THE TOWER IS WHITE, OCTAGONAL, AND PYRAMIDAL.  THE NEW
 OB0527'POSITION DETERMINED CHECKS WITH THE OLD.
 OB0527
 OB0527                          STATION RECOVERY (1942)
 OB0527
 OB0527'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OB0527'STATION RECOVERED AS DESCRIBED.  NO CHANGE MADE IN LOCATION OF
 OB0527'LIGHT.
 OB0527
 OB0527                          STATION RECOVERY (1988)
 OB0527
 OB0527'RECOVERY NOTE BY US POWER SQUADRON 1988 (WSD)
 OB0527'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2463 ***********************************************************************
 PE2463  DESIGNATION -  PERKINS RESET
 PE2463  PID         -  PE2463
 PE2463  STATE/COUNTY-  ME/KENNEBEC
 PE2463  USGS QUAD   -  AUGUSTA (1991)
 PE2463
 PE2463                         *CURRENT SURVEY CONTROL
 PE2463  ___________________________________________________________________
 PE2463* NAD 83(1996)-  44 16 19.18225(N)    069 47 45.79284(W)     ADJUSTED  
 PE2463* NAVD 88     -        98.2    (meters)     322.     (feet)  VERTCON   
 PE2463  ___________________________________________________________________
 PE2463  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 PE2463  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 PE2463
 PE2463  HORZ ORDER  -  SECOND
 PE2463
 PE2463.The horizontal coordinates were established by classical geodetic methods
 PE2463.and adjusted by the National Geodetic Survey in March 1998..
 PE2463
 PE2463.The NAVD 88 height was computed by applying the VERTCON shift value to
 PE2463.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PE2463
 PE2463.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2463
 PE2463.The geoid height was determined by GEOID03.
 PE2463
 PE2463;                    North         East     Units Scale Factor Converg.
 PE2463;SPC ME W     -   159,901.849   929,588.351   MT  0.99997743   +0 15 31.4
 PE2463;UTM  19      - 4,902,391.550   436,469.349   MT  0.99964964   -0 33 20.6
 PE2463
 PE2463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2463!SPC ME W     -   0.99998866  x   0.99997743  =   0.99996609
 PE2463!UTM  19      -   0.99998866  x   0.99964964  =   0.99963831
 PE2463
 PE2463:                Primary Azimuth Mark                     Grid Az
 PE2463:SPC ME W     -  AUGUSTA MENTAL INST STACK                030 21 07.8
 PE2463:UTM  19      -  AUGUSTA MENTAL INST STACK                031 09 59.8
 PE2463
 PE2463|---------------------------------------------------------------------|
 PE2463| PID    Reference Object                     Distance      Geod. Az  |
 PE2463|                                                           dddmmss.s |
 PE2463| PE2473 AUGUSTA MENTAL INST STACK           APPROX. 4.0 KM 0303639.2 |
 PE2463| CE8604 PERKINS RM 1                         19.720 METERS 17719     |
 PE2463| PE2425 GARDINER FAA MICROWAVE              APPROX.10.6 KM 1913708.6 |
 PE2463| CE8605 PERKINS RM 2                         16.320 METERS 24224     |
 PE2463| PE1360 POWER                               APPROX. 4.8 KM 3373031.6 |
 PE2463|---------------------------------------------------------------------|
 PE2463
 PE2463                          SUPERSEDED SURVEY CONTROL
 PE2463
 PE2463  NAD 83(1992)-  44 16 19.18104(N)    069 47 45.79131(W) AD(       ) 2
 PE2463  NAD 83(1986)-  44 16 19.18632(N)    069 47 45.79637(W) AD(       ) 2
 PE2463  NAD 27      -  44 16 18.94130(N)    069 47 47.63640(W) AD(       ) 2
 PE2463  NGVD 29 (07/19/86)   98.4    (m)          323.     (f) VERT ANG       
 PE2463
 PE2463.Superseded values are not recommended for survey control.
 PE2463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2463.See file dsdata.txt to determine how the superseded data were derived.
 PE2463
 PE2463_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK3646902392(NAD 83)
 PE2463_MARKER: DS = TRIANGULATION STATION DISK
 PE2463_SETTING: 66 = SET IN ROCK OUTCROP
 PE2463
 PE2463  HISTORY     - Date     Condition        Report By
 PE2463  HISTORY     - 1913     MONUMENTED       CGS
 PE2463  HISTORY     - 1913     GOOD             CGS
 PE2463  HISTORY     - 1933     GOOD             CGS
 PE2463  HISTORY     - 1933     GOOD             MEGS
 PE2463  HISTORY     - 1957     GOOD             CGS
 PE2463  HISTORY     - 1974     GOOD             NGS
 PE2463
 PE2463                          STATION DESCRIPTION
 PE2463
 PE2463'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 PE2463'ON THE EASTERN SLOPE OF A HILL ABOUT 1 MILE S OF HALLOWELL POST
 PE2463'OFFICE AND 1/3 MILE W OF THE MAINE CENTRAL RAILROAD, ON LAND
 PE2463'OWNED BY MRS. BENJAMIN VAUGHN.  THE STATION IS 155 METERS E OF THE
 PE2463'HIGHEST PART OF THE HILL, 60 METERS E OF THE EASTERN EDGE OF A
 PE2463'GROVE OF MAPLES AND ABOUT 20 FEET BELOW THE SUMMIT.  A SEAT OR
 PE2463'BENCH BUILT OF ROUGH STONES SET IN CEMENT IS ABOUT 1 FOOT E OF
 PE2463'THE STATION, AND A SMALL BUILDING USED BY THE VAUGHN FAMILY AS A
 PE2463'TEA HOUSE STANDS 71 METERS TO THE WESTWARD.  THE LAND IS USED
 PE2463'AS A PRIVATE PARK.  STATION AND REFERENCE MARKS ARE STANDARD
 PE2463'BRONZE DISKS WEDGED IN DRILL HOLES IN BOULDERS.  THE
 PE2463'REFERENCE MARK IS 19.72 METERS TO THE SOUTHWARD, THE BOULDER
 PE2463'SHOWING 4 FEET ABOVE THE GROUND.
 PE2463
 PE2463                          STATION RECOVERY (1933)
 PE2463
 PE2463'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CMD)
 PE2463'STATION RECOVERED AS DESCRIBED.
 PE2463'
 PE2463'STATION AND REFERENCE MARK NO. 1 ARE STAMPED 1868-1913.
 PE2463'
 PE2463'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK WEDGED IN A DRILL
 PE2463'HOLE IN A BOULDER, IS 16.32 METERS W OF THE STATION AND 4 FEET
 PE2463'N OF ROAD LEADING PAST STATION TO TOP OF HILL.
 PE2463'
 PE2463'TO REACH STATION FROM HALLOWELL, TAKE SECOND STREET S TO ITS
 PE2463'END AT MRS. BENJAMIN VAUGHNS ESTATE.  STATION IS ABOUT 1/2 MILE
 PE2463'S OF THIS POINT ON A HIGH HILL ON THE VAUGHN ESTATE.  CARETAKERS
 PE2463'WILL DIRECT ANYONE TO THE STATION.  STATION CAN BE REACHED BY
 PE2463'TRUCK IN DRY WEATHER.
 PE2463
 PE2463                          STATION RECOVERY (1933)
 PE2463
 PE2463'RECOVERY NOTE BY MAINE GEODETIC SURVEY 1933
 PE2463'THE RECOVERY NOTES CHECK WITH THE ORIGINAL DESCRIPTION.
 PE2463
 PE2463                          STATION RECOVERY (1957)
 PE2463
 PE2463'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (FBM)
 PE2463'THE STATION AND REFERENCE MARK WERE RECOVERED AS DESCRIBED AND
 PE2463'FOUND TO BE IN GOOD CONDITION.
 PE2463'
 PE2463'THE TEA HOUSE, MENTIONED IN THE 1913 DESCRIPTION, IS NO LONGER
 PE2463'TO BE FOUND.
 PE2463'
 PE2463'THE DESCRIPTION TO REACH THE STATION WAS FOUND TO BE ADEQUATE.
 PE2463
 PE2463                          STATION RECOVERY (1974)
 PE2463
 PE2463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RCA)
 PE2463'THE STATION MARK, REFERENCE MARKS NUMBER 1 AND 2 WERE RECOVERED
 PE2463'AND FOUND TO BE IN GOOD CONDITION.  DUE TO HIGHWAY CONSTRUCTION
 PE2463'AND CHANGES IN THE ROUTE TO THE STATION, A COMPLETE DESCRIPTION
 PE2463'FOLLOWS.
 PE2463'
 PE2463'THE STATION IS LOCATED ON THE EASTERN SLOPE OF A HEAVY WOODED
 PE2463'HILL, ABOUT 1 MILE SOUTH OF HALLOWELL, 1/2 MILE WEST OF THE MAINE
 PE2463'CENTRAL RAILROAD, 1/4 MILE NORTHEAST OF THE HALL-DALE HIGH SCHOOL
 PE2463'AND ON PROPERTY OWNED BY MR. WILLIAM L. VAUGHAN.
 PE2463'
 PE2463'TO REACH THE STATION FROM MAPLE STREET AND THE ENTRANCE TO THE
 PE2463'HALL-DALE HIGH SCHOOL, GO AROUND THE EAST SIDE OF THE SCHOOL TO
 PE2463'THE BACK OF THE PARKING LOT AND BASKET BALL COURT AND A DIM WOODS
 PE2463'ROAD, GO WEST-NORTHWEST ON THE WOODS ROAD FOR 0.1 MILE TO A
 PE2463'T-ROAD, TURN RIGHT AND GO NORTHEAST ON THE WOODS ROAD FOR 0.1 MILE
 PE2463'TO THE TOP OF THE HILL, CONTINUE NORTHEAST DOWN HILL ON THE
 PE2463'WOODS ROAD FOR 535 FEET TO AN L-SHAPE ROCK FOUNDATION ON THE
 PE2463'RIGHT AND THE STATION AS DESCRIBED.
 PE2463'
 PE2463'THE STATION MARK IS A STANDARD DISK STAMPED PERKINS 1886 1913,
 PE2463'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE
 PE2463'GROUND SURFACE.  IT IS 0.9 FEET NORTHWEST
 PE2463'OF THE NORTHWEST EDGE OF THE ROCK FOUNDATION, 2.6 FEET
 PE2463'WEST-SOUTHWEST OF THE NORTHEAST CORNER OF THE ROCK FOUNDATION,
 PE2463'12.0 FEET SOUTH OF THE WOODS ROAD, 9.7 FEET NORTHEAST OF THE
 PE2463'NORTHWEST CORNER OF THE ROCK FOUNDATION, 535.0 EAST-NORTHEAST
 PE2463'OF THE HIGHEST PART OF THE HILL AND ABOUT 20 FEET LOWER THAN
 PE2463'THE TOP OF THE HILL.
 PE2463'
 PE2463'REFERENCE MARK 1 IS A STANDARD DISK STAMPED PERKINS NO 1 1886
 PE2463'1913, CEMENTED IN A DRILL HOLE IN THE TOP OF A 4 X 6 FOOT BOULDER
 PE2463'WHICH PROJECTS ABOUT 2-1/2 FEET ABOVE THE GROUND SURFACE.
 PE2463'IT IS 57.1 FEET SOUTH-SOUTHEAST OF THE
 PE2463'NORTHWEST CORNER OF THE FOUNDATION AND 56.5 FEET SOUTHEAST OF THE
 PE2463'WOODS ROAD.
 PE2463'
 PE2463'REFERENCE MARK 2 IS A STANDARD DISK STAMPED PERKINS NO 2 1886
 PE2463'1913, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS
 PE2463'ABOUT 1-INCH BELOW THE GROUND SURFACE.
 PE2463'IT IS 7.8 FEET NORTHWEST OF THE WOODS ROAD AND 45.9 FEET
 PE2463'WEST OF THE NORTHWEST CORNER OF THE ROCK FOUNDATION.
 PE2463'
 PE2463'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 PE2463'
 PE2463'HEIGHT OF LIGHT ABOVE STATION MARK 87 FEET.
 PE2463'
 PE2463'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PE2463'ABOUT 1 MILE SOUTH OF HALLOWELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2151 ***********************************************************************
 PE2151  DESIGNATION -  PERRY 1863
 PE2151  PID         -  PE2151
 PE2151  STATE/COUNTY-  ME/HANCOCK
 PE2151  USGS QUAD   -  ORLAND (1982)
 PE2151
 PE2151                         *CURRENT SURVEY CONTROL
 PE2151  ___________________________________________________________________
 PE2151* NAD 83(1996)-  44 33 33.18498(N)    068 43 53.89428(W)     ADJUSTED  
 PE2151* NAVD 88     -        88.     (meters)     289.     (feet)  SCALED    
 PE2151  ___________________________________________________________________
 PE2151  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 PE2151  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 PE2151
 PE2151  HORZ ORDER  -  THIRD
 PE2151
 PE2151.The horizontal coordinates were established by classical geodetic methods
 PE2151.and adjusted by the National Geodetic Survey in March 1998..
 PE2151
 PE2151.The orthometric height was scaled from a topographic map.
 PE2151
 PE2151.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2151
 PE2151.The geoid height was determined by GEOID03.
 PE2151
 PE2151;                    North         East     Units Scale Factor Converg.
 PE2151;SPC ME E     -    99,191.536   281,598.483   MT  0.99990416   -0 09 45.1
 PE2151;UTM  19      - 4,934,022.031   521,312.626   MT  0.99960559   +0 11 17.9
 PE2151
 PE2151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2151!SPC ME E     -   0.99999015  x   0.99990416  =   0.99989431
 PE2151!UTM  19      -   0.99999015  x   0.99960559  =   0.99959575
 PE2151
 PE2151:                Primary Azimuth Mark                     Grid Az
 PE2151:SPC ME E     -  LITTLE BALL                              187 24 00.4
 PE2151:UTM  19      -  LITTLE BALL                              187 02 57.4
 PE2151
 PE2151|---------------------------------------------------------------------|
 PE2151| PID    Reference Object                     Distance      Geod. Az  |
 PE2151|                                                           dddmmss.s |
 PE2151| PE1985 LITTLE BALL                         APPROX. 7.9 KM 1871415.3 |
 PE2151| PE2197 SPARKS HOUSE CHIMNEY                APPROX. 3.3 KM 2221030.4 |
 PE2151| PE2184 BUCKSPORT CONG CHURCH W SPIRE       APPROX. 5.2 KM 2874813.0 |
 PE2151| PE2193 BUCKSPORT METH CHURCH E SPIRE       APPROX. 5.1 KM 2881848.6 |
 PE2151|---------------------------------------------------------------------|
 PE2151
 PE2151                          SUPERSEDED SURVEY CONTROL
 PE2151
 PE2151  NAD 83(1992)-  44 33 33.18372(N)    068 43 53.88064(W) AD(       ) 3
 PE2151  NAD 83(1986)-  44 33 33.18286(N)    068 43 53.88297(W) AD(       ) 3
 PE2151  NAD 27      -  44 33 32.92000(N)    068 43 55.78000(W) AD(       ) 3
 PE2151
 PE2151.Superseded values are not recommended for survey control.
 PE2151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2151.See file dsdata.txt to determine how the superseded data were derived.
 PE2151
 PE2151_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK2131334022(NAD 83)
 PE2151
 PE2151  HISTORY     - Date     Condition        Report By
 PE2151  HISTORY     - 1863     MONUMENTED       CGS
 PE2151  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2151  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE2151
 PE2151                          STATION DESCRIPTION
 PE2151
 PE2151'DESCRIBED BY COAST AND GEODETIC SURVEY 1863 (SCM)
 PE2151'STATION IS ON A PARTIALLY WOODED HILL ON THE E SIDE OF ORLAND
 PE2151'RIVER ABOUT 1/2 MILE FROM THE SHORE AND 3/4 MILE S OF ORLAND AND
 PE2151'3 MILES SE BY E FROM BUCKSPORT.
 PE2151'
 PE2151'THE STATION IS ABOUT 1/3 MILE E OF THE ROAD FROM ORLAND TO
 PE2151'CASTINE AND IS MARKED BY A COPPER TACK IN THE TOP OF A PIECE OF
 PE2151'SPRUCE SCANTLING 2 FEET LONG SUNK IN THE GROUND AND COVERED BY
 PE2151'A PILE OF ROCKS.
 PE2151
 PE2151                          STATION RECOVERY (1934)
 PE2151
 PE2151'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2151'STATION LOST.  STATION WAS MARKED BY A WOODEN HUB.  STATION
 PE2151'HUTCHINS 1934 WAS ESTABLISHED ON THE SAME HILL.
 PE2151
 PE2151                          STATION RECOVERY (1944)
 PE2151
 PE2151'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE2151'NO EVIDENCE OF STATION FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0836 ***********************************************************************
 PD0836  DESIGNATION -  PERRY PIGEON 1860
 PD0836  PID         -  PD0836
 PD0836  STATE/COUNTY-  ME/WASHINGTON
 PD0836  USGS QUAD   -  EASTPORT (1977)
 PD0836
 PD0836                         *CURRENT SURVEY CONTROL
 PD0836  ___________________________________________________________________
 PD0836* NAD 83(1996)-  44 57 06.01772(N)    067 03 34.41340(W)     ADJUSTED  
 PD0836* NAVD 88     -        62.     (meters)     203.     (feet)  SCALED    
 PD0836  ___________________________________________________________________
 PD0836  LAPLACE CORR-           2.59  (seconds)                    DEFLEC99
 PD0836  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 PD0836
 PD0836  HORZ ORDER  -  THIRD
 PD0836
 PD0836.The horizontal coordinates were established by classical geodetic methods
 PD0836.and adjusted by the National Geodetic Survey in March 1998..
 PD0836
 PD0836.The orthometric height was scaled from a topographic map.
 PD0836
 PD0836.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0836
 PD0836.The geoid height was determined by GEOID03.
 PD0836
 PD0836;                    North         East     Units Scale Factor Converg.
 PD0836;SPC ME E     -   143,782.764   413,658.301   MT  1.00005880   +1 01 04.1
 PD0836;UTM  19      - 4,979,413.328   653,065.017   MT  0.99988810   +1 22 16.3
 PD0836
 PD0836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0836!SPC ME E     -   0.99999386  x   1.00005880  =   1.00005266
 PD0836!UTM  19      -   0.99999386  x   0.99988810  =   0.99988196
 PD0836
 PD0836                          SUPERSEDED SURVEY CONTROL
 PD0836
 PD0836  NAD 83(1992)-  44 57 06.00759(N)    067 03 34.41425(W) AD(       ) 3
 PD0836  NAD 83(1986)-  44 57 06.00586(N)    067 03 34.41583(W) AD(       ) 3
 PD0836  NAD 27      -  44 57 05.72200(N)    067 03 36.48000(W) AD(       ) 3
 PD0836
 PD0836.Superseded values are not recommended for survey control.
 PD0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0836.See file dsdata.txt to determine how the superseded data were derived.
 PD0836
 PD0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5306579413(NAD 83)
 PD0836_MARKER: H = DRILL HOLE
 PD0836_SETTING: 66 = SET IN ROCK OUTCROP
 PD0836_SP_SET: SET IN A ROCK LEDGE
 PD0836_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0836+STABILITY: POSITION/ELEVATION WELL
 PD0836
 PD0836  HISTORY     - Date     Condition        Report By
 PD0836  HISTORY     - 1860     MONUMENTED       CGS
 PD0836  HISTORY     - 1913     SEE DESCRIPTION  CGS
 PD0836  HISTORY     - 1913     MARK NOT FOUND   IBC
 PD0836
 PD0836                          STATION DESCRIPTION
 PD0836
 PD0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1860 (COB)
 PD0836'ON PIGEON HILL, ABOUT 1 MILE N OF THE HIGHWAY BRIDGE TO MOOSE ISLAND,
 PD0836'AND ON THE E SIDE OF THE HIGHWAY.  THE STATION IS NEAR THE NW END
 PD0836'OF THE FLAT TOP OF THE HILL.
 PD0836'
 PD0836'STATION MARK IS A DRILL HOLE IN THE ROCK, WITH A SPRUCE PLUG IN IT.
 PD0836
 PD0836                          STATION RECOVERY (1913)
 PD0836
 PD0836'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1913 (GDC)
 PD0836'STATION IS ON PIGEON HILL, ABOUT 1 MILE N OF THE HIGHWAY BRIDGE
 PD0836'TO MOOSE ISLAND, AND ON THE E SIDE OF THE HIGHWAY.  THE STATION
 PD0836'IS NEAR THE NW END OF THE FLAT TOP OF THE HILL.
 PD0836'
 PD0836'STATION MARK IS A DRILL HOLE IN THE ROCK, WITH A SPRUCE PLUG IN IT.
 PD0836'
 PD0836'NOT RECOVERED.
 PD0836
 PD0836                          STATION RECOVERY (1913)
 PD0836
 PD0836'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1913 (AJB)
 PD0836'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0875 ***********************************************************************
 PD0875  DESIGNATION -  PERRY WHITE CHURCH
 PD0875  PID         -  PD0875
 PD0875  STATE/COUNTY-  ME/WASHINGTON
 PD0875  USGS QUAD   -  EASTPORT (1977)
 PD0875
 PD0875                         *CURRENT SURVEY CONTROL
 PD0875  ___________________________________________________________________
 PD0875* NAD 83(1996)-  44 58 39.35120(N)    067 04 10.26956(W)     ADJUSTED  
 PD0875* NAVD 88     -                                                        
 PD0875  ___________________________________________________________________
 PD0875  LAPLACE CORR-           2.42  (seconds)                    DEFLEC99
 PD0875  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 PD0875
 PD0875  HORZ ORDER  -  THIRD
 PD0875
 PD0875.The horizontal coordinates were established by classical geodetic methods
 PD0875.and adjusted by the National Geodetic Survey in March 1998..
 PD0875
 PD0875
 PD0875.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0875
 PD0875.The geoid height was determined by GEOID03.
 PD0875
 PD0875;                    North         East     Units Scale Factor Converg.
 PD0875;SPC ME E     -   146,649.746   412,821.562   MT  1.00005647   +1 00 40.4
 PD0875;UTM  19      - 4,982,274.603   652,210.752   MT  0.99988489   +1 21 53.2
 PD0875
 PD0875                          SUPERSEDED SURVEY CONTROL
 PD0875
 PD0875  NAD 83(1992)-  44 58 39.34167(N)    067 04 10.27062(W) AD(       ) 4
 PD0875  NAD 83(1986)-  44 58 39.33427(N)    067 04 10.26569(W) AD(       ) 4
 PD0875  NAD 27      -  44 58 39.03100(N)    067 04 12.25100(W) AD(       ) 3
 PD0875
 PD0875.Superseded values are not recommended for survey control.
 PD0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0875.See file dsdata.txt to determine how the superseded data were derived.
 PD0875
 PD0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5221182275(NAD 83)
 PD0875
 PD0875  HISTORY     - Date     Condition        Report By
 PD0875  HISTORY     - UNK      MONUMENTED
 PD0875  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0875
 PD0875                          STATION DESCRIPTION
 PD0875
 PD0875'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0875'THE TOP OF THE TALL SLENDER WHITE SPIRE OF THE ONLY PROMINENT
 PD0875'CHURCH IN THE VILLAGE OF PERRY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0656 ***********************************************************************
 QF0656  DESIGNATION -  PERRY YELLOW HSE DORMER S CHIM
 QF0656  PID         -  QF0656
 QF0656  STATE/COUNTY-  ME/WASHINGTON
 QF0656  USGS QUAD   -  ROBBINSTON (1977)
 QF0656
 QF0656                         *CURRENT SURVEY CONTROL
 QF0656  ___________________________________________________________________
 QF0656* NAD 83(1996)-  45 00 06.12123(N)    067 04 21.17089(W)     ADJUSTED  
 QF0656* NAVD 88     -                                                        
 QF0656  ___________________________________________________________________
 QF0656  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 QF0656  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 QF0656
 QF0656  HORZ ORDER  -  THIRD
 QF0656
 QF0656.The horizontal coordinates were established by classical geodetic methods
 QF0656.and adjusted by the National Geodetic Survey in March 1998..
 QF0656
 QF0656
 QF0656.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0656
 QF0656.The geoid height was determined by GEOID03.
 QF0656
 QF0656;                    North         East     Units Scale Factor Converg.
 QF0656;SPC ME E     -   149,323.849   412,535.548   MT  1.00005568   +1 00 34.2
 QF0656;UTM  19      - 4,984,946.431   651,908.291   MT  0.99988375   +1 21 47.6
 QF0656
 QF0656                          SUPERSEDED SURVEY CONTROL
 QF0656
 QF0656  NAD 83(1992)-  45 00 06.11249(N)    067 04 21.17136(W) AD(       ) 4
 QF0656  NAD 83(1986)-  45 00 06.11227(N)    067 04 21.17124(W) AD(       ) 4
 QF0656  NAD 27      -  45 00 05.84000(N)    067 04 23.22000(W) AD(       ) 3
 QF0656
 QF0656.Superseded values are not recommended for survey control.
 QF0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0656.See file dsdata.txt to determine how the superseded data were derived.
 QF0656
 QF0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5190884946(NAD 83)
 QF0656
 QF0656  HISTORY     - Date     Condition        Report By
 QF0656  HISTORY     - UNK      MONUMENTED
 QF0656  HISTORY     - 1949     SEE DESCRIPTION  CGS
 QF0656
 QF0656                          STATION DESCRIPTION
 QF0656
 QF0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (ERM)
 QF0656'STATION DESTROYED.  CHIMNEY REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0655 ***********************************************************************
 QF0655  DESIGNATION -  PERRY YELLOW HSE SE GABLE
 QF0655  PID         -  QF0655
 QF0655  STATE/COUNTY-  ME/WASHINGTON
 QF0655  USGS QUAD   -  ROBBINSTON (1977)
 QF0655
 QF0655                         *CURRENT SURVEY CONTROL
 QF0655  ___________________________________________________________________
 QF0655* NAD 83(1996)-  45 00 48.00794(N)    067 04 51.68288(W)     ADJUSTED  
 QF0655* NAVD 88     -                                                        
 QF0655  ___________________________________________________________________
 QF0655  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 QF0655  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 QF0655
 QF0655  HORZ ORDER  -  THIRD
 QF0655
 QF0655.The horizontal coordinates were established by classical geodetic methods
 QF0655.and adjusted by the National Geodetic Survey in March 1998..
 QF0655
 QF0655
 QF0655.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0655
 QF0655.The geoid height was determined by GEOID03.
 QF0655
 QF0655;                    North         East     Units Scale Factor Converg.
 QF0655;SPC ME E     -   150,605.023   411,844.715   MT  1.00005377   +1 00 13.3
 QF0655;UTM  19      - 4,986,223.095   651,209.681   MT  0.99988115   +1 21 27.0
 QF0655
 QF0655                          SUPERSEDED SURVEY CONTROL
 QF0655
 QF0655  NAD 83(1992)-  45 00 47.99951(N)    067 04 51.68314(W) AD(       ) 4
 QF0655  NAD 83(1986)-  45 00 47.99934(N)    067 04 51.68302(W) AD(       ) 4
 QF0655  NAD 27      -  45 00 47.68300(N)    067 04 53.79100(W) AD(       ) 3
 QF0655
 QF0655.Superseded values are not recommended for survey control.
 QF0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0655.See file dsdata.txt to determine how the superseded data were derived.
 QF0655
 QF0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5121086223(NAD 83)
 QF0655
 QF0655  HISTORY     - Date     Condition        Report By
 QF0655  HISTORY     - UNK      MONUMENTED
 QF0655  HISTORY     - 1949     SEE DESCRIPTION  CGS
 QF0655
 QF0655                          STATION DESCRIPTION
 QF0655
 QF0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (ERM)
 QF0655'STATION IS SE GABLE OF HOUSE, NOW PAINTED WHITE, ON THE E
 QF0655'SIDE OF THE ROAD.  IT IS 3.2 MILES N OF THE POST OFFICE AT
 QF0655'THE VILLAGE OF PERRY, ALONG THE SHORE ROAD, AND ABOUT 1,400
 QF0655'FEET SE OF Y-INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0654 ***********************************************************************
 PD0654  DESIGNATION -  PET
 PD0654  PID         -  PD0654
 PD0654  STATE/COUNTY-  ME/WASHINGTON
 PD0654  USGS QUAD   -  PEMBROKE (1977)
 PD0654
 PD0654                         *CURRENT SURVEY CONTROL
 PD0654  ___________________________________________________________________
 PD0654* NAD 83(1996)-  44 54 28.39777(N)    067 11 39.16811(W)     ADJUSTED  
 PD0654* NAVD 88     -         4.7    (meters)      15.     (feet)  VERTCON   
 PD0654  ___________________________________________________________________
 PD0654  LAPLACE CORR-           5.45  (seconds)                    DEFLEC99
 PD0654  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 PD0654
 PD0654  HORZ ORDER  -  THIRD
 PD0654
 PD0654.The horizontal coordinates were established by classical geodetic methods
 PD0654.and adjusted by the National Geodetic Survey in March 1998..
 PD0654
 PD0654.The NAVD 88 height was computed by applying the VERTCON shift value to
 PD0654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PD0654
 PD0654.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0654
 PD0654.The geoid height was determined by GEOID03.
 PD0654
 PD0654;                    North         East     Units Scale Factor Converg.
 PD0654;SPC ME E     -   138,737.654   403,111.704   MT  1.00003070   +0 55 18.9
 PD0654;UTM  19      - 4,974,304.186   642,551.575   MT  0.99984988   +1 16 30.2
 PD0654
 PD0654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0654!SPC ME E     -   1.00000283  x   1.00003070  =   1.00003353
 PD0654!UTM  19      -   1.00000283  x   0.99984988  =   0.99985271
 PD0654
 PD0654                          SUPERSEDED SURVEY CONTROL
 PD0654
 PD0654  NAD 83(1992)-  44 54 28.38842(N)    067 11 39.16789(W) AD(       ) 3
 PD0654  NAD 83(1986)-  44 54 28.38669(N)    067 11 39.16976(W) AD(       ) 3
 PD0654  NGVD 29 (09/20/87)    4.9    (m)           16.     (f) VERT ANG       
 PD0654
 PD0654.Superseded values are not recommended for survey control.
 PD0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0654.See file dsdata.txt to determine how the superseded data were derived.
 PD0654
 PD0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK4255274304(NAD 83)
 PD0654_MARKER: DD = SURVEY DISK
 PD0654_SETTING: 66 = SET IN ROCK OUTCROP
 PD0654_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 PD0654_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0654_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0654+STABILITY: POSITION/ELEVATION WELL
 PD0654
 PD0654  HISTORY     - Date     Condition        Report By
 PD0654  HISTORY     - 1986     MONUMENTED       NOS
 PD0654
 PD0654                          STATION DESCRIPTION
 PD0654
 PD0654'DESCRIBED BY NATIONAL OCEAN SERVICE 1986 (JGF)
 PD0654'THE STATION IS LOCATED ABOUT 1 MILE EAST OF DENNYVILLE ON A POINT OF
 PD0654'LAND EXTENDING NORTHWEST FROM MT. DORCAS, WEST OF BURNT ISLAND, AND
 PD0654'EAST OF HINCKLEY POINT.
 PD0654'
 PD0654'TO REACH STATION, GO BY BOAT FROM EASTPORT.
 PD0654'
 PD0654'THE STATION IS A STANDARD NOS DISK STAMPED---PET 1986---,SET INTO A
 PD0654'DRILL HOLE IN BEDROCK.
 PD0654'IT IS LOCATED,
 PD0654'4.0 METERS (13.12FT) SOUTHEAST OF MHWL OF THE NORTHWEST POINT.
 PD0654'
 PD0654'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 PD0654'DESCRIBED BY PBW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1838 ***********************************************************************
 QF1838  DESIGNATION -  PETE IBC
 QF1838  PID         -  QF1838
 QF1838  STATE/COUNTY-  ME/AROOSTOOK
 QF1838  USGS QUAD   -  NORTH AMITY (1989)
 QF1838
 QF1838                         *CURRENT SURVEY CONTROL
 QF1838  ___________________________________________________________________
 QF1838* NAD 83(1996)-  45 52 35.20819(N)    067 48 12.63300(W)     ADJUSTED  
 QF1838* NAVD 88     -       134.     (meters)     440.     (feet)  SCALED    
 QF1838  ___________________________________________________________________
 QF1838  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 QF1838  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 QF1838
 QF1838  HORZ ORDER  -  THIRD
 QF1838
 QF1838.The horizontal coordinates were established by classical geodetic methods
 QF1838.and adjusted by the National Geodetic Survey in March 1998..
 QF1838
 QF1838.The orthometric height was scaled from a topographic map.
 QF1838
 QF1838.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1838
 QF1838.The geoid height was determined by GEOID03.
 QF1838
 QF1838;                    North         East     Units Scale Factor Converg.
 QF1838;SPC ME E     -   245,778.272   354,066.992   MT  0.99993593   +0 29 59.9
 QF1838;UTM  19      - 5,081,016.027   592,852.853   MT  0.99970599   +0 51 32.2
 QF1838
 QF1838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1838!SPC ME E     -   0.99998272  x   0.99993593  =   0.99991866
 QF1838!UTM  19      -   0.99998272  x   0.99970599  =   0.99968872
 QF1838
 QF1838                          SUPERSEDED SURVEY CONTROL
 QF1838
 QF1838  NAD 83(1992)-  45 52 35.20536(N)    067 48 12.62901(W) AD(       ) 4
 QF1838  NAD 83(1986)-  45 52 35.05741(N)    067 48 12.32146(W) AD(       ) 4
 QF1838  NAD 27      -  45 52 35.05928(N)    067 48 14.55486(W) AD(       ) 3
 QF1838
 QF1838.Superseded values are not recommended for survey control.
 QF1838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1838.See file dsdata.txt to determine how the superseded data were derived.
 QF1838
 QF1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9285381016(NAD 83)
 QF1838_MARKER: DD = SURVEY DISK
 QF1838_SETTING: 0 = UNSPECIFIED SETTING
 QF1838_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QF1838
 QF1838  HISTORY     - Date     Condition        Report By
 QF1838  HISTORY     - 1912     MONUMENTED       IBC
 QF1838  HISTORY     - 1955     SEE DESCRIPTION  IBC
 QF1838  HISTORY     - 1972     SEE DESCRIPTION  IBC
 QF1838
 QF1838                          STATION DESCRIPTION
 QF1838
 QF1838'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (JEM)
 QF1838'ABOUT 7 FEET FROM THE HIGH WATER OF MONUMENT BROOK, ABOUT 3/5 MILE
 QF1838'ABOVE THE MOUTH OF GREENLEAF BROOK, AND AT THE FIRST BEND ABOVE
 QF1838'DRYBUSH COVE.  IT IS 7 FEET N OF THE LOGGING ROAD TO THE RIVER AT
 QF1838'THIS POINT.
 QF1838'
 QF1838'STATION MARK IS A BRONZE DISK SET IN THE TOP OF A GRANITE POST 8
 QF1838'INCHES SQUARE AND 2-1/2 FEET LONG.  THE LETTERS---U.S.C.B.---ARE CUT
 QF1838'IN THE VERTICAL FACES OF THE POST, ONE LETTER IN EACH FACE.  THE POST
 QF1838'IS SET IN A CONCRETE BASE WHICH RESTS ON ROCK 2-1/2 FEET BELOW THE
 QF1838'SURFACE OF THE GROUND.
 QF1838
 QF1838                          STATION RECOVERY (1955)
 QF1838
 QF1838'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1838'TOP OF POST 6 INCHES ABOVE GROUND.
 QF1838
 QF1838                          STATION RECOVERY (1972)
 QF1838
 QF1838'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1838'THE STATION WAS RECOVERED AS DESCRIBED BY NWS IN 1955 EXCEPT THAT NOW
 QF1838'THE POST PROJECTS ABOUT 10 INCHES AND IS SOMEWHAT LOOSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1161 ***********************************************************************
 PF1161  DESIGNATION -  PETER
 PF1161  PID         -  PF1161
 PF1161  STATE/COUNTY-  ME/OXFORD
 PF1161  USGS QUAD   -  CENTER LOVELL (1963)
 PF1161
 PF1161                         *CURRENT SURVEY CONTROL
 PF1161  ___________________________________________________________________
 PF1161* NAD 83(1996)-  44 08 26.07321(N)    070 58 57.02881(W)     ADJUSTED  
 PF1161* NAVD 88     -       166.39   (+/-2cm)     545.9    (feet)  VERTCON   
 PF1161  ___________________________________________________________________
 PF1161  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 PF1161  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 PF1161
 PF1161  HORZ ORDER  -  FIRST
 PF1161  VERT ORDER  -  THIRD ? (See Below)
 PF1161
 PF1161.The horizontal coordinates were established by classical geodetic methods
 PF1161.and adjusted by the National Geodetic Survey in March 1998..
 PF1161
 PF1161.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF1161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF1161.The vertical order pertains to the NGVD 29 superseded value.
 PF1161
 PF1161.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1161
 PF1161.The geoid height was determined by GEOID03.
 PF1161
 PF1161;                    North         East     Units Scale Factor Converg.
 PF1161;SPC ME W     -   145,556.402   834,721.276   MT  1.00001906   -0 34 05.5
 PF1161;UTM  19      - 4,889,397.427   341,428.951   MT  0.99990926   -1 22 51.4
 PF1161
 PF1161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1161!SPC ME W     -   0.99997819  x   1.00001906  =   0.99999725
 PF1161!UTM  19      -   0.99997819  x   0.99990926  =   0.99988745
 PF1161
 PF1161:                Primary Azimuth Mark                     Grid Az
 PF1161:SPC ME W     -  SPECKLED                                 008 02 20.1
 PF1161:UTM  19      -  SPECKLED                                 008 51 06.0
 PF1161
 PF1161|---------------------------------------------------------------------|
 PF1161| PID    Reference Object                     Distance      Geod. Az  |
 PF1161|                                                           dddmmss.s |
 PF1161| PF1171 SPECKLED                            APPROX.16.9 KM 0072814.6 |
 PF1161| CE8606 PETER RM 1                           21.239 METERS 09705     |
 PF1161| CE8607 PETER RM 2                           12.921 METERS 19216     |
 PF1161|---------------------------------------------------------------------|
 PF1161
 PF1161                          SUPERSEDED SURVEY CONTROL
 PF1161
 PF1161  NAD 83(1992)-  44 08 26.07384(N)    070 58 57.03068(W) AD(       ) 1
 PF1161  NAD 83(1986)-  44 08 26.08196(N)    070 58 57.03426(W) AD(       ) 1
 PF1161  NAD 27      -  44 08 25.83655(N)    070 58 58.78476(W) AD(       ) 1
 PF1161  NGVD 29 (07/19/86)  166.50   (m)          546.3    (f) LEVELING    3  
 PF1161
 PF1161.Superseded values are not recommended for survey control.
 PF1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1161.See file dsdata.txt to determine how the superseded data were derived.
 PF1161
 PF1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ4142989397(NAD 83)
 PF1161_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PF1161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PF1161_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PF1161_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PF1161+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2005
 PF1161
 PF1161  HISTORY     - Date     Condition        Report By
 PF1161  HISTORY     - 1976     MONUMENTED       NGS
 PF1161  HISTORY     - 20050715 GOOD             GEOCAC
 PF1161
 PF1161                          STATION DESCRIPTION
 PF1161
 PF1161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 PF1161'THE STATION IS LOCATED ON A LOW HILL 1.2 MILES SOUTH OF STOW,
 PF1161'4.6 MILES WEST-NORTHWEST OF LOVELL AND 8.7 MILES NORTH OF
 PF1161'FRYEBURG. THE STATION IS ON PROPERTY OWNED BY MR. DAVIS KIMBALL,
 PF1161'WATERFORD, MAINE TELEPHONE NUMBER 1 207 583 2360
 PF1161'
 PF1161'TO REACH THE STATION FROM THE POST OFFICE IN NORTH FRYEBURG
 PF1161'GO WESTERLY 0.05 MILE TO STATE ROUTE 113. TURN RIGHT, GO
 PF1161'NORTHERLY ON STATE ROUTE 113 1.0 MILE TO THE NORTH
 PF1161'FRYEBURG/STOW TOWN LINE. CONTINUE NORTHERLY ON STATE ROUTE
 PF1161'113 0.2 MILES TO A TRACK ROAD LEFT. TURN LEFT, GO 0.25
 PF1161'MILE ON THE TRACK ROAD TO A CLEARING AND A TRACK ROAD RIGHT.
 PF1161'TURN RIGHT, GO THROUGH A STONE WALL 75 FEET TO A TRACK ROAD
 PF1161'LEFT. TURN LEFT AND FOLLOW TRACK ROAD UPHILL 0.1 MILE TO
 PF1161'THE STATION AS DESCRIBED.
 PF1161'
 PF1161'THE STATION MARK, STAMPED---PETER 1976---, IS A STANDARD
 PF1161'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST
 PF1161'WHICH PROJECTS 4 INCHES ABOVE GROUND SURFACE.
 PF1161'IT IS 22.0 FEET NORTH-NORTHWEST OF A 30-INCH PINE TREE
 PF1161'WITH A TRIANGULAR BLAZE AND 48.0 FEET NORTH OF A STONEWALL.
 PF1161'NO UNDERGROUND MARK WAS SET.
 PF1161'
 PF1161'REFERENCE MARK 1, STAMPED---PETER NO 1 1976---, IS A
 PF1161'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A
 PF1161'BOULDER WHICH PROJECTS 1 FOOT ABOVE GROUND SURFACE. IT IS
 PF1161'4.2 FEET WEST OF A METAL WITNESS POST AND 45.0 FEET NORTH
 PF1161'OF A STONEWALL.
 PF1161'
 PF1161'REFERENCE MARK 2, STAMPED---PETER NO 2---, IS A STANDARD
 PF1161'DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER WHICH
 PF1161'PROJECTS 1 FOOT ABOVE GROUND SURFACE. IT IS 3.5 FEET
 PF1161'NORTHEAST OF A METAL WITNESS POST, 5.0 FEET NORTH OF A
 PF1161'STONEWALL AND 23.0 FEET SOUTHWEST OF A 30-INCH PINE TREE
 PF1161'WITH A TRIANGULAR BLAZE.
 PF1161'
 PF1161'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 PF1161'
 PF1161'HEIGHT OF LIGHT ABOVE THE STATION IS 26.2 METERS.
 PF1161'
 PF1161'DESCRIBED BY RICHARD S. LANE.
 PF1161
 PF1161                          STATION RECOVERY (2005)
 PF1161
 PF1161'RECOVERY NOTE BY GEOCACHING 2005 (JKS)
 PF1161'RECOVERED THIS STATION WITH PERMISSION.
 PF1161' 
 PF1161'MAIN STATION, STAMPED, PETER 1976, WAS RECOVERED IN GOOD CONDITION AT
 PF1161'THE DESCRIBED LOCATION AMIDST HEAVY COVER OF SMALL TREES. THE TREES
 PF1161'THREATEN TO MOVE THIS MONUMENT IN A FEW YEARS IF NOT DEALT WITH.
 PF1161' 
 PF1161'RM NO. 1 WAS RECOVERED AT THE DESCRIBED LOCATION IN GOOD CONDITION
 PF1161'COMPLETE WITH WITNESS POST.
 PF1161' 
 PF1161'RM NO. 2 WAS RECOVERED IN GOOD CONDITION AT THE DESCRIBED LOCATION
 PF1161'COMPLETE WITH WITNESS POST.
 PF1161' 
 PF1161'SUBMITTED BY J.K. SNYDER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1014 ***********************************************************************
 PD1014  DESIGNATION -  PETERSON 1882
 PD1014  PID         -  PD1014
 PD1014  STATE/COUNTY-  ME/WASHINGTON
 PD1014  USGS QUAD   -  MACHIAS (1977)
 PD1014
 PD1014                         *CURRENT SURVEY CONTROL
 PD1014  ___________________________________________________________________
 PD1014* NAD 83(1996)-  44 41 12.89867(N)    067 24 53.86895(W)     ADJUSTED  
 PD1014* NAVD 88     -        58.     (meters)     190.     (feet)  SCALED    
 PD1014  ___________________________________________________________________
 PD1014  LAPLACE CORR-           4.99  (seconds)                    DEFLEC99
 PD1014  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 PD1014
 PD1014  HORZ ORDER  -  THIRD
 PD1014
 PD1014.The horizontal coordinates were established by classical geodetic methods
 PD1014.and adjusted by the National Geodetic Survey in March 1998..
 PD1014
 PD1014.The orthometric height was scaled from a topographic map.
 PD1014
 PD1014.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1014
 PD1014.The geoid height was determined by GEOID03.
 PD1014
 PD1014;                    North         East     Units Scale Factor Converg.
 PD1014;SPC ME E     -   113,927.147   386,007.775   MT  0.99999094   +0 45 47.1
 PD1014;UTM  19      - 4,949,393.651   625,603.775   MT  0.99979400   +1 06 53.3
 PD1014
 PD1014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD1014!SPC ME E     -   0.99999453  x   0.99999094  =   0.99998547
 PD1014!UTM  19      -   0.99999453  x   0.99979400  =   0.99978853
 PD1014
 PD1014:                Primary Azimuth Mark                     Grid Az
 PD1014:SPC ME E     -  ROBINSONS HOUSE CUPOLA                   075 29 28.0
 PD1014:UTM  19      -  ROBINSONS HOUSE CUPOLA                   075 08 21.8
 PD1014
 PD1014|---------------------------------------------------------------------|
 PD1014| PID    Reference Object                     Distance      Geod. Az  |
 PD1014|                                                           dddmmss.s |
 PD1014| PD1013 ROBINSONS HOUSE CUPOLA              APPROX. 1.4 KM 0761515.1 |
 PD1014| PD0983 HOG ISLAND                          APPROX. 6.6 KM 0945130.3 |
 PD1014| PD1034 BIRCH POINT                         APPROX. 3.2 KM 1090058.7 |
 PD1014| PD0980 AVERY ROCK LIGHTHOUSE               APPROX. 6.7 KM 1224930.9 |
 PD1014| PD1019 NARROWS MOUNTAIN                    APPROX. 4.6 KM 2014305.8 |
 PD1014| PD1020 HOLWAY WASH CO MACHIAS TWP          APPROX. 2.3 KM 2271931.6 |
 PD1014| PD1009 THAXTONS HOUSE SOUTH CHIMNEY        APPROX. 3.5 KM 2581252.3 |
 PD1014| PD1028 OLD ROAD                            APPROX. 2.8 KM 2774510.9 |
 PD1014|---------------------------------------------------------------------|
 PD1014
 PD1014                          SUPERSEDED SURVEY CONTROL
 PD1014
 PD1014  NAD 83(1992)-  44 41 12.89479(N)    067 24 53.86665(W) AD(       ) 3
 PD1014  NAD 83(1986)-  44 41 12.89083(N)    067 24 53.86901(W) AD(       ) 3
 PD1014  NAD 27      -  44 41 12.62000(N)    067 24 55.90600(W) AD(       ) 3
 PD1014
 PD1014.Superseded values are not recommended for survey control.
 PD1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1014.See file dsdata.txt to determine how the superseded data were derived.
 PD1014
 PD1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK2560449394(NAD 83)
 PD1014
 PD1014  HISTORY     - Date     Condition        Report By
 PD1014  HISTORY     - 1882     MONUMENTED       CGS
 PD1014  HISTORY     - 1913     SEE DESCRIPTION  CGS
 PD1014  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD1014
 PD1014                          STATION DESCRIPTION
 PD1014
 PD1014'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 PD1014'STATION IS ON A HILL ABOUT A MILE SW OF MACHIASPORT AND 1/3 MILE
 PD1014'FROM THE JUNCTION OF THE ROADS FROM BUCKS HARBOR AND LITTLE
 PD1014'KENNEBEC, AT THE HEAD OF SANBORNS COVE.  A WOOD ROAD FROM THE TOP
 PD1014'OF THE SMALL HILL IS COVERED WITH TIMBER, WHICH OBSTRUCTS THE VIEW
 PD1014'IN NEARLY ALL DIRECTIONS, THE VIEW TO THE WESTWARD BEING THE
 PD1014'MOST OPEN.  TO OPEN LINES TO THE EASTWARD WOULD REQUIRE HEAVY
 PD1014'CUTTING.  THE STATION IS ON THE HIGHEST POINT OF THE ROCK AND
 PD1014'IS MARKED BY A DRILL HOLE SURROUNDED BY A TRIANGLE CUT IN THE
 PD1014'ROCK.
 PD1014
 PD1014                          STATION RECOVERY (1946)
 PD1014
 PD1014'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD1014'THE STATION WAS SEARCHED FOR ALMOST TWO HOURS BY THREE MEN, BUT
 PD1014'NO EVIDENCE OF THE DRILL HOLE MARKING THE STATION COULD BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2700 ***********************************************************************
 OC2700  DESIGNATION -  PETIT
 OC2700  PID         -  OC2700
 OC2700  STATE/COUNTY-  ME/YORK
 OC2700  USGS QUAD   -  LIMINGTON (1983)
 OC2700
 OC2700                         *CURRENT SURVEY CONTROL
 OC2700  ___________________________________________________________________
 OC2700* NAD 83(1996)-  43 37 45.24873(N)    070 43 15.12311(W)     ADJUSTED  
 OC2700* NAVD 88     -        98.7    (meters)     324.     (feet)  VERTCON   
 OC2700  ___________________________________________________________________
 OC2700  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 OC2700  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 OC2700
 OC2700  HORZ ORDER  -  SECOND
 OC2700
 OC2700.The horizontal coordinates were established by classical geodetic methods
 OC2700.and adjusted by the National Geodetic Survey in March 1998..
 OC2700
 OC2700.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2700
 OC2700.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2700
 OC2700.The geoid height was determined by GEOID03.
 OC2700
 OC2700;                    North         East     Units Scale Factor Converg.
 OC2700;SPC ME W     -    88,568.868   855,275.247   MT  0.99999126   -0 22 56.6
 OC2700;UTM  19      - 4,832,132.934   361,173.679   MT  0.99983706   -1 11 15.2
 OC2700
 OC2700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2700!SPC ME W     -   0.99998872  x   0.99999126  =   0.99997998
 OC2700!UTM  19      -   0.99998872  x   0.99983706  =   0.99982578
 OC2700
 OC2700|---------------------------------------------------------------------|
 OC2700| PID    Reference Object                     Distance      Geod. Az  |
 OC2700|                                                           dddmmss.s |
 OC2700| OC2699 PETIT A PT 1976                      19.506 METERS 14945     |
 OC2700| OC2701 PETIT AZ MK A PT                    287.812 METERS 19046     |
 OC2700| OC2702 PETIT AZ MK                         293.317 METERS 19159     |
 OC2700| CE8370 PETIT RM 1                           11.192 METERS 19316     |
 OC2700| OC2687 OSSIPEE LOT                         APPROX. 4.8 KM 1975643.1 |
 OC2700| CE8371 PETIT RM 2                           17.457 METERS 28815     |
 OC2700|---------------------------------------------------------------------|
 OC2700
 OC2700                          SUPERSEDED SURVEY CONTROL
 OC2700
 OC2700  NAD 83(1992)-  43 37 45.24718(N)    070 43 15.12465(W) AD(       ) 2
 OC2700  NAD 83(1986)-  43 37 45.25408(N)    070 43 15.13049(W) AD(       ) 2
 OC2700  NAD 27      -  43 37 44.97015(N)    070 43 16.92203(W) AD(       ) 2
 OC2700  NGVD 29 (07/19/86)   98.9    (m)          324.     (f) VERT ANG       
 OC2700
 OC2700.Superseded values are not recommended for survey control.
 OC2700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2700.See file dsdata.txt to determine how the superseded data were derived.
 OC2700
 OC2700_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ6117432133(NAD 83)
 OC2700_MARKER: DS = TRIANGULATION STATION DISK
 OC2700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC2700_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC2700
 OC2700  HISTORY     - Date     Condition        Report By
 OC2700  HISTORY     - 1976     MONUMENTED       NGS
 OC2700  HISTORY     - 20050902 MARK NOT FOUND   GEOCAC
 OC2700
 OC2700                          STATION DESCRIPTION
 OC2700
 OC2700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2700'THE STATION IS LOCATED ABOUT 0-7/8 MILE NORTHEAST OF NORTH
 OC2700'WATERBORO, 3.75 MILES NORTH OF WATERBORO CENTER AND 6.5
 OC2700'MILES WEST-NORTHWEST OF HOLLIS CENTER, THE STATION IS IN
 OC2700'THE HIGHWAY RIGHT-OF-WAY.
 OC2700'
 OC2700'TO REACH THE STATION FROM THE JUNCTION OF U.S. ROUTE 202
 OC2700'AND STATE ROUTE 4 AND 5 IN EAST WATERBORO, GO NORTHWEST OF
 OC2700'STATE ROUTE 5 FOR 1.9 MILES TO A CROSS ROAD AND BLINKER
 OC2700'LIGHT IN WATERBORO CENTER.  CONTINUE NORTHWEST ON STATE
 OC2700'ROUTE 5 FOR 2.8 MILES TO ANOTHER CROSS ROAD AND THE
 OC2700'NORTH WATERBORO POST OFFICE ON THE LEFT.  TURN RIGHT
 OC2700'ON A PAVED ROAD AND GO NORTHEAST FOR 1.05 MILES
 OC2700'TO FORK AND THE STATION ON THE RIGHT.
 OC2700'
 OC2700'THE STATION MARKS ARE STANDARD DISKS STAMPED--PETIT 1976--,
 OC2700'THE SURFACE DISK IN SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OC2700'CONCRETE MONUMENT WHICH PROJECTS 1 INCH ABOVE THE GROUND SURFACE.
 OC2700'IT IS 26.0 FEET EAST OF CENTERLINE OF THE ROAD, 5.0 FEET
 OC2700'WEST-SOUTHWEST OF A METAL WITNESS POST WITH SIGN AND 45.0
 OC2700'FEET NORTH OF A 20-INCH PINE TREE.  THE UNDERGROUND DISK
 OC2700'IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 42
 OC2700'INCHES BELOW THE GROUND SURFACE.
 OC2700'
 OC2700'REFERENCE MARK 1, A STANDARD DISK STAMPED--PETIT NO 1
 OC2700'1976--IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OC2700'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 6.0 FEET
 OC2700'SOUTH-SOUTHWEST OF A METAL WITNESS POST WITH SIGN, 17.0 FEET
 OC2700'WEST OF A 32-INCH PINE TREE AND 29.0 FEET EAST OF THE
 OC2700'CENTERLINE OF THE ROAD.
 OC2700'
 OC2700'REFERENCE MARK 2, A STANDARD DISK STAMPED--PETIT NO 2
 OC2700'1976--IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OC2700'MONUMENT WHICH PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.
 OC2700'IT IS 4.7 FEET WEST-NORTHWEST OF POWER POLE CMP 106, 5.5
 OC2700'FEET SOUTHEAST OF A METAL WITNESS POST WITH SIGN AND 30.0
 OC2700'FEET WEST OF THE CENTERLINE OF THE ROAD.
 OC2700'
 OC2700'THE AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED--PETIT
 OC2700'AZ 1976--IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OC2700'MONUMENT WHICH PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS
 OC2700'30.0 FEET NORTHWEST OF A METAL WITNESS POST, 22.0 FEET SOUTHEAST
 OC2700'OF THE CENTERLINE OF THE ROAD AND 34.0 FEET NORTH OF A T-INTERSECTION
 OC2700'OF THE CONCRETE SPILLWAY ON OSSIPEE LAKE.
 OC2700'
 OC2700'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON THE
 OC2700'PAVED ROAD FOR 0.2 MILE AND THE AZIMUTH MARK IS ON THE LEFT
 OC2700'JUST BEFORE PASSING THE CONCRETE SPILLWAY.
 OC2700
 OC2700                          STATION RECOVERY (2005)
 OC2700
 OC2700'RECOVERY NOTE BY GEOCACHING 2005 (JKS)
 OC2700'MARK NOT FOUND.
 OC2700' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1086 ***********************************************************************
 PD1086  DESIGNATION -  PETIT
 PD1086  PID         -  PD1086
 PD1086  STATE/COUNTY-  ME/WASHINGTON
 PD1086  USGS QUAD   -  PETIT MANAN POINT (1977)
 PD1086
 PD1086                         *CURRENT SURVEY CONTROL
 PD1086  ___________________________________________________________________
 PD1086* NAD 83(1996)-  44 23 45.19357(N)    067 53 53.66672(W)     ADJUSTED  
 PD1086* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 PD1086  ___________________________________________________________________
 PD1086  LAPLACE CORR-           4.05  (seconds)                    DEFLEC99
 PD1086  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 PD1086
 PD1086  HORZ ORDER  -  THIRD
 PD1086
 PD1086.The horizontal coordinates were established by classical geodetic methods
 PD1086.and adjusted by the National Geodetic Survey in March 1998..
 PD1086
 PD1086.The orthometric height was scaled from a topographic map.
 PD1086
 PD1086.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1086
 PD1086.The geoid height was determined by GEOID03.
 PD1086
 PD1086;                    North         East     Units Scale Factor Converg.
 PD1086;SPC ME E     -    81,193.783   347,937.961   MT  0.99992825   +0 25 15.6
 PD1086;UTM  19      - 4,916,434.924   587,743.227   MT  0.99969468   +0 46 15.1
 PD1086
 PD1086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD1086!SPC ME E     -   1.00000357  x   0.99992825  =   0.99993182
 PD1086!UTM  19      -   1.00000357  x   0.99969468  =   0.99969825
 PD1086
 PD1086:                Primary Azimuth Mark                     Grid Az
 PD1086:SPC ME E     -  NASH ISLAND LIGHTHOUSE NEW               057 13 23.6
 PD1086:UTM  19      -  NASH ISLAND LIGHTHOUSE NEW               056 52 24.1
 PD1086
 PD1086|---------------------------------------------------------------------|
 PD1086| PID    Reference Object                     Distance      Geod. Az  |
 PD1086|                                                           dddmmss.s |
 PD1086| PD1050 NASH ISLAND LIGHTHOUSE NEW          APPROX.14.2 KM 0573839.2 |
 PD1086| PD1064 JORDANS DELIGHT LEDGE BEACON        APPROX. 7.4 KM 0640231.8 |
 PD1086| CE8608 PETIT RM 1                            9.264 METERS 12257     |
 PD1086| PD1067 PETIT MANAN LIGHTHOUSE              APPROX. 4.2 KM 1391501.7 |
 PD1086| CE8609 PETIT RM 2                            7.348 METERS 23412     |
 PD1086| PD1077 COREA CHURCH SPIRE                  APPROX. 6.3 KM 2755651.1 |
 PD1086|---------------------------------------------------------------------|
 PD1086
 PD1086                          SUPERSEDED SURVEY CONTROL
 PD1086
 PD1086  NAD 83(1992)-  44 23 45.18982(N)    067 53 53.67000(W) AD(       ) 3
 PD1086  NAD 83(1986)-  44 23 45.18672(N)    067 53 53.67471(W) AD(       ) 3
 PD1086  NAD 27      -  44 23 44.89000(N)    067 53 55.65900(W) AD(       ) 3
 PD1086
 PD1086.Superseded values are not recommended for survey control.
 PD1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1086.See file dsdata.txt to determine how the superseded data were derived.
 PD1086
 PD1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK8774316435(NAD 83)
 PD1086
 PD1086  HISTORY     - Date     Condition        Report By
 PD1086  HISTORY     - 1945     MONUMENTED       CGS
 PD1086
 PD1086                          STATION DESCRIPTION
 PD1086
 PD1086'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (FLP)
 PD1086'STATION IS LOCATED ON THE E SIDE OF PETIT MANAN POINT, ABOUT 225
 PD1086'METERS N OF S END OF POINT, ON THE HIGHEST PART OF LEDGE ROCK
 PD1086'THAT HAS BOULDER AND BEACH ON EITHER SIDE.
 PD1086'
 PD1086'MARK IS A BRONZE STATION DISK SET IN DRILL HOLE IN OUTCROPPING
 PD1086'BEDROCK.
 PD1086'
 PD1086'REFERENCE MARK 1, A BRONZE REFERENCE DISK SET IN DRILL HOLE
 PD1086'IN OUTCROPPING BEDROCK, IS SE OF STATION.
 PD1086'
 PD1086'REFERENCE MARK 2, A BRONZE REFERENCE DISK SET IN DRILL HOLE
 PD1086'IN OUTCROPPING BEDROCK, IS SW OF STATION.
 PD1086'
 PD1086'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1067 ***********************************************************************
 PD1067  DESIGNATION -  PETIT MANAN LIGHTHOUSE
 PD1067  PID         -  PD1067
 PD1067  STATE/COUNTY-  ME/WASHINGTON
 PD1067  USGS QUAD   -  
 PD1067
 PD1067                         *CURRENT SURVEY CONTROL
 PD1067  ___________________________________________________________________
 PD1067* NAD 83(1996)-  44 22 03.11433(N)    067 51 51.07332(W)     ADJUSTED  
 PD1067* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 PD1067  ___________________________________________________________________
 PD1067  LAPLACE CORR-           4.00  (seconds)                    DEFLEC99
 PD1067  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 PD1067
 PD1067  HORZ ORDER  -  THIRD
 PD1067
 PD1067.The horizontal coordinates were established by classical geodetic methods
 PD1067.and adjusted by the National Geodetic Survey in March 1998..
 PD1067
 PD1067.The orthometric height was scaled from a topographic map.
 PD1067
 PD1067.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1067
 PD1067.The geoid height was determined by GEOID03.
 PD1067
 PD1067;                    North         East     Units Scale Factor Converg.
 PD1067;SPC ME E     -    78,063.755   350,675.241   MT  0.99993157   +0 26 40.6
 PD1067;UTM  19      - 4,913,322.386   590,498.922   MT  0.99970072   +0 47 39.4
 PD1067
 PD1067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD1067!SPC ME E     -   1.00000371  x   0.99993157  =   0.99993528
 PD1067!UTM  19      -   1.00000371  x   0.99970072  =   0.99970443
 PD1067
 PD1067:                Primary Azimuth Mark                     Grid Az
 PD1067:SPC ME E     -  SCHOODIC RESET                           262 32 56.4
 PD1067:UTM  19      -  SCHOODIC RESET                           262 11 57.6
 PD1067
 PD1067|---------------------------------------------------------------------|
 PD1067| PID    Reference Object                     Distance      Geod. Az  |
 PD1067|                                                           dddmmss.s |
 PD1067| PE1769 SCHOODIC RESET                      APPROX.15.2 KM 2625937.0 |
 PD1067| PD1077 COREA CHURCH SPIRE                  APPROX. 9.7 KM 2930104.5 |
 PD1067|---------------------------------------------------------------------|
 PD1067
 PD1067                          SUPERSEDED SURVEY CONTROL
 PD1067
 PD1067  NAD 83(1992)-  44 22 03.10960(N)    067 51 51.07610(W) AD(       ) 3
 PD1067  NAD 83(1986)-  44 22 03.10623(N)    067 51 51.08094(W) AD(       ) 3
 PD1067  NAD 27      -  44 22 02.80900(N)    067 51 53.07100(W) AD(       ) 3
 PD1067
 PD1067.Superseded values are not recommended for survey control.
 PD1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1067.See file dsdata.txt to determine how the superseded data were derived.
 PD1067
 PD1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK9049913322(NAD 83)
 PD1067_MARKER: 13 = LIGHTHOUSE
 PD1067
 PD1067  HISTORY     - Date     Condition        Report By
 PD1067  HISTORY     - 1860     FIRST OBSERVED   CGS
 PD1067  HISTORY     - 1934     GOOD             CGS
 PD1067  HISTORY     - 1965     GOOD             CGS
 PD1067
 PD1067                          STATION DESCRIPTION
 PD1067
 PD1067'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PD1067'THIS STATION IS THE CENTER OF THE LIGHT ON PETIT MANAN ISLAND
 PD1067'WHICH LIES ABOUT 3 MILES S OF BOIS BUBERT ISLAND, AT THE
 PD1067'ENTRANCE TO NARRAGUAGUS BAY.
 PD1067
 PD1067                          STATION RECOVERY (1965)
 PD1067
 PD1067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (NCS)
 PD1067'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1934.  ISLAND WAS
 PD1067'NOT VISITED, BUT LIGHTHOUSE WAS OBSERVED UPON FROM THE MAINLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1087 ***********************************************************************
 PD1087  DESIGNATION -  PETIT MANAN POINT WATCH TOWER
 PD1087  PID         -  PD1087
 PD1087  STATE/COUNTY-  ME/WASHINGTON
 PD1087  USGS QUAD   -  PETIT MANAN POINT (1977)
 PD1087
 PD1087                         *CURRENT SURVEY CONTROL
 PD1087  ___________________________________________________________________
 PD1087* NAD 83(1996)-  44 26 03.11167(N)    067 53 39.75701(W)     ADJUSTED  
 PD1087* NAVD 88     -                                                        
 PD1087  ___________________________________________________________________
 PD1087  LAPLACE CORR-           4.31  (seconds)                    DEFLEC99
 PD1087  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 PD1087
 PD1087  HORZ ORDER  -  THIRD
 PD1087
 PD1087.The horizontal coordinates were established by classical geodetic methods
 PD1087.and adjusted by the National Geodetic Survey in March 1998..
 PD1087
 PD1087
 PD1087.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1087
 PD1087.The geoid height was determined by GEOID03.
 PD1087
 PD1087;                    North         East     Units Scale Factor Converg.
 PD1087;SPC ME E     -    85,452.717   348,214.274   MT  0.99992858   +0 25 26.4
 PD1087;UTM  19      - 4,920,694.471   587,993.462   MT  0.99969522   +0 46 26.7
 PD1087
 PD1087                          SUPERSEDED SURVEY CONTROL
 PD1087
 PD1087  NAD 83(1992)-  44 26 03.10838(N)    067 53 39.75932(W) AD(       ) 4
 PD1087  NAD 83(1986)-  44 26 03.10519(N)    067 53 39.76370(W) AD(       ) 4
 PD1087  NAD 27      -  44 26 02.82200(N)    067 53 41.75300(W) AD(       ) 3
 PD1087
 PD1087.Superseded values are not recommended for survey control.
 PD1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1087.See file dsdata.txt to determine how the superseded data were derived.
 PD1087
 PD1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK8799320694(NAD 83)
 PD1087
 PD1087  HISTORY     - Date     Condition        Report By
 PD1087  HISTORY     - 1934     MONUMENTED       CGS
 PD1087  HISTORY     - 1942     SEE DESCRIPTION  CGS
 PD1087
 PD1087                          STATION DESCRIPTION
 PD1087
 PD1087'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PD1087'THIS STATION IS THE CENTER OF THE OCTAGONAL OBSERVATION TOWER
 PD1087'ON THE HIGHEST PART OF PETIT MANAN POINT WHICH LIES JUST N OF
 PD1087'PETIT MANAN LIGHT.
 PD1087
 PD1087                          STATION RECOVERY (1942)
 PD1087
 PD1087'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WRM)
 PD1087'TOWER ON PETIT MANAN POINT WAS DEMOLISHED IN A RECENT GALE.  IT
 PD1087'WILL NOT BE REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2311 ***********************************************************************
 PE2311  DESIGNATION -  PH
 PE2311  PID         -  PE2311
 PE2311  STATE/COUNTY-  ME/KNOX
 PE2311  USGS QUAD   -  ROCKLAND (1979)
 PE2311
 PE2311                         *CURRENT SURVEY CONTROL
 PE2311  ___________________________________________________________________
 PE2311* NAD 83(1996)-  44 05 09.48935(N)    069 04 28.96322(W)     ADJUSTED  
 PE2311* NAVD 88     -        10.     (meters)      33.     (feet)  SCALED    
 PE2311  ___________________________________________________________________
 PE2311  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 PE2311  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 PE2311
 PE2311  HORZ ORDER  -  THIRD
 PE2311
 PE2311.The horizontal coordinates were established by classical geodetic methods
 PE2311.and adjusted by the National Geodetic Survey in March 1998..
 PE2311
 PE2311.The orthometric height was scaled from a topographic map.
 PE2311
 PE2311.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2311
 PE2311.The geoid height was determined by GEOID03.
 PE2311
 PE2311;                    North         East     Units Scale Factor Converg.
 PE2311;SPC ME E     -    46,744.577   253,975.726   MT  0.99992604   -0 23 59.5
 PE2311;UTM  19      - 4,881,424.043   494,018.687   MT  0.99960044   -0 03 07.1
 PE2311
 PE2311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2311!SPC ME E     -   1.00000240  x   0.99992604  =   0.99992844
 PE2311!UTM  19      -   1.00000240  x   0.99960044  =   0.99960284
 PE2311
 PE2311:                Primary Azimuth Mark                     Grid Az
 PE2311:SPC ME E     -  A MONROE ISLAND STEEL BEACON             090 37 48.9
 PE2311:UTM  19      -  A MONROE ISLAND STEEL BEACON             090 16 56.5
 PE2311
 PE2311|---------------------------------------------------------------------|
 PE2311| PID    Reference Object                     Distance      Geod. Az  |
 PE2311|                                                           dddmmss.s |
 PE2311| PE2285 A MONROE ISLAND STEEL BEACON        APPROX. 2.9 KM 0901349.4 |
 PE2311| PE2314 WIND                                APPROX. 1.9 KM 1714305.9 |
 PE2311| PE2307 POST HILL D STEEL BEACON             14.550 METERS 35248     |
 PE2311|---------------------------------------------------------------------|
 PE2311
 PE2311                          SUPERSEDED SURVEY CONTROL
 PE2311
 PE2311  NAD 83(1992)-  44 05 09.49427(N)    069 04 28.94328(W) AD(       ) 3
 PE2311  NAD 83(1986)-  44 05 09.49870(N)    069 04 28.94975(W) AD(       ) 3
 PE2311  NAD 27      -  44 05 09.22000(N)    069 04 30.76000(W) AD(       ) 3
 PE2311
 PE2311.Superseded values are not recommended for survey control.
 PE2311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2311.See file dsdata.txt to determine how the superseded data were derived.
 PE2311
 PE2311_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ9401981424(NAD 83)
 PE2311
 PE2311  HISTORY     - Date     Condition        Report By
 PE2311  HISTORY     - 1911     MONUMENTED       CGS
 PE2311  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2311  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2311
 PE2311                          STATION DESCRIPTION
 PE2311
 PE2311'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (OBF)
 PE2311'ON THE N SIDE OF THE ROAD NEAR POST HILL RANGE BEACON.  IT IS A
 PE2311'2- BY 3-INCH POST.
 PE2311
 PE2311                          STATION RECOVERY (1934)
 PE2311
 PE2311'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2311'THIS STATION HAS BEEN LOST.  THE POST WAS PROBABLY REMOVED BY
 PE2311'ROAD REPAIRS.
 PE2311
 PE2311                          STATION RECOVERY (1943)
 PE2311
 PE2311'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2311'LISTED AS LOST IN 1934.  VERIFIED IN 1943.  A SEARCH WAS MADE IN
 PE2311'THIS VICINITY BUT NO STAKE WAS FOUND.  IT PROBABLY WAS REMOVED BY
 PE2311'ROAD REPAIRS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1070 ***********************************************************************
 PF1070  DESIGNATION -  PHIL
 PF1070  PID         -  PF1070
 PF1070  STATE/COUNTY-  ME/ANDROSCOGGIN
 PF1070  USGS QUAD   -  LEWISTON (1979)
 PF1070
 PF1070                         *CURRENT SURVEY CONTROL
 PF1070  ___________________________________________________________________
 PF1070* NAD 83(1996)-  44 07 29.92173(N)    070 13 46.15932(W)     ADJUSTED  
 PF1070* NAVD 88     -        93.9    (meters)     308.     (feet)  VERTCON   
 PF1070  ___________________________________________________________________
 PF1070  LAPLACE CORR-           3.97  (seconds)                    DEFLEC99
 PF1070  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 PF1070
 PF1070  HORZ ORDER  -  SECOND
 PF1070
 PF1070.The horizontal coordinates were established by classical geodetic methods
 PF1070.and adjusted by the National Geodetic Survey in March 1998..
 PF1070
 PF1070.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF1070.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF1070
 PF1070.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1070
 PF1070.The geoid height was determined by GEOID03.
 PF1070
 PF1070;                    North         East     Units Scale Factor Converg.
 PF1070;SPC ME W     -   143,501.574   894,972.040   MT  0.99996698   -0 02 37.5
 PF1070;UTM  19      - 4,886,488.909   401,633.746   MT  0.99971900   -0 51 21.9
 PF1070
 PF1070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1070!SPC ME W     -   0.99998940  x   0.99996698  =   0.99995638
 PF1070!UTM  19      -   0.99998940  x   0.99971900  =   0.99970841
 PF1070
 PF1070|---------------------------------------------------------------------|
 PF1070| PID    Reference Object                     Distance      Geod. Az  |
 PF1070|                                                           dddmmss.s |
 PF1070| CE8610 PHIL RM 1                             9.848 METERS 10812     |
 PF1070| PF1062 LEWISTON RADIO STA WCOU TOWER       APPROX. 4.7 KM 1372036.4 |
 PF1070| PF1064 DAVID                               APPROX. 2.6 KM 1400340.2 |
 PF1070| PF1068 LEWISTON ST PATRICKS CATH CH        APPROX. 3.6 KM 1580825.0 |
 PF1070| CE8611 PHIL RM 2                             9.914 METERS 28441     |
 PF1070|---------------------------------------------------------------------|
 PF1070
 PF1070                          SUPERSEDED SURVEY CONTROL
 PF1070
 PF1070  NAD 83(1992)-  44 07 29.92069(N)    070 13 46.15887(W) AD(       ) 2
 PF1070  NAD 83(1986)-  44 07 29.92673(N)    070 13 46.16283(W) AD(       ) 2
 PF1070  NAD 27      -  44 07 29.66249(N)    070 13 47.96931(W) AD(       ) 2
 PF1070  NGVD 29 (07/19/86)   94.1    (m)          309.     (f) VERT ANG       
 PF1070
 PF1070.Superseded values are not recommended for survey control.
 PF1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1070.See file dsdata.txt to determine how the superseded data were derived.
 PF1070
 PF1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0163486489(NAD 83)
 PF1070_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PF1070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PF1070_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PF1070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PF1070+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2006
 PF1070
 PF1070  HISTORY     - Date     Condition        Report By
 PF1070  HISTORY     - 1977     MONUMENTED       NGS
 PF1070  HISTORY     - 20060529 GOOD             GEOCAC
 PF1070
 PF1070                          STATION DESCRIPTION
 PF1070
 PF1070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLO)
 PF1070'THE STATION IS LOCATED IN AUBURN AT THE MASONIC HALL, BEHIND
 PF1070'KINGS SHOPPING CENTER, ABOUT 1.75 MILES NORTH-NORTHEAST OF
 PF1070'THE CITY CENTER, 1.5 MILES SOUTH OF EAST AUBURN AND 1.75 MILES
 PF1070'NORTH-NORTHWEST OF THE CENTER OF LEWISTON, ON PROPERTY OWNED
 PF1070'BY THE AUBURN MASONIC HALL.
 PF1070'
 PF1070'TO REACH THE STATION FROM THE ANDROSCOGGIN COUNTY COURT
 PF1070'HOUSE BUILDING AND THE JUNCTION OF TURNER AND COURT STREETS
 PF1070'IN AUBURN, GO NORTHERLY ON TURNER STREET FOR 0.2 MILE TO A
 PF1070'RAILROAD OVERPASS. CONTINUE FOR 1.6 MILES TO THE ENTRANCE TO
 PF1070'KINGS SHOPPING CENTER ON THE LEFT. TURN LEFT AND GO WESTERLY
 PF1070'PAST THE SOUTH END OF THE SHOPPING CENTER FOR 0.30 MILE TO A
 PF1070'T-INTERSECTION. TURN RIGHT AND GO 0.1 MILE TO A DRIVE ON THE
 PF1070'RIGHT. TURN RIGHT AND GO EAST ON THE DRIVE FOR 0.05 MILE TO
 PF1070'THE STATION ON THE RIGHT.
 PF1070'
 PF1070'THE STATION MARKS ARE STANDARD DISKS STAMPED---PHIL 1977---.
 PF1070'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 PF1070'CONCRETE POST WHICH IS FLUSH WITH THE GROUND SURFACE. THE
 PF1070'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 PF1070'CONCRETE WHICH IS 48 INCHES BELOW THE GROUND SURFACE. THEY
 PF1070'ARE 5 FEET SOUTH-SOUTHEAST OF POLE NUMBER 103.1 AND 93.5
 PF1070'FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE BRICK MASONIC
 PF1070'HALL.  A 3/8 -INCH BY 24-INCH METAL ROD WAS INSTALLED
 PF1070'IN THE STATION MARK.
 PF1070'
 PF1070'REFERENCE MARK 1, STAMPED---PHIL NO 1 1977---, IS A STANDARD
 PF1070'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST
 PF1070'WHICH IS FLUSH WITH THE GROUND SURFACE. IT IS 37 FEET SOUTH
 PF1070'OF POLE NUMBER 103.1 AND 99 FEET WEST-SOUTHWEST OF THE
 PF1070'SOUTHEAST CORNER OF THE BRICK MASONIC HALL.
 PF1070'
 PF1070'REFERENCE MARK 2, STAMPED---PHIL NO 2 1977---, IS A STANDARD
 PF1070'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST
 PF1070'WHICH IS FLUSH WITH THE GROUND SURFACE. IT IS 27 FEET
 PF1070'NORTH-NORTHWEST OF POLE NUMBER 103.1 AND 102 FEET WEST OF
 PF1070'THE SOUTHEAST CORNER OF THE BRICK MASONIC HALL.
 PF1070'
 PF1070'STATION DAVID CAN BE USED AS AN AZIMUTH MARK.
 PF1070'
 PF1070'THE HEIGHT OF THE LIGHT ABOVE THE STATION WAS 1.3 METERS.
 PF1070'
 PF1070'DESCRIBED BY PHILIP H. PARENT JR.
 PF1070
 PF1070                          STATION RECOVERY (2006)
 PF1070
 PF1070'RECOVERY NOTE BY GEOCACHING 2006 (JKS)
 PF1070'ALL MARKS FOUND AT DESCRIBED LOCATION IN GOOD CONDITION. THERE IS NOW
 PF1070'A NEW POLE LOCATED MARKED CMP 85.1 AND THE MAIN MARK IS ABOUT ONE
 PF1070'METER TO THE SOUTH EAST OF IT. THIS AREA APPEARS TO BE UNDER
 PF1070'CONSTRUCTION AND THESE MARKS MAY NOT BE HERE SHORTLY.
 PF1070' 
 PF1070'CONFIRMED THE SIGHTABILITY OF PF1062 AND PF1068.
 PF1070' 
 PF1070'SUBMITTED BY JOHN K. SNYDER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2587 ***********************************************************************
 PE2587  DESIGNATION -  PHIL
 PE2587  PID         -  PE2587
 PE2587  STATE/COUNTY-  ME/WALDO
 PE2587  USGS QUAD   -  ISLESBORO (1979)
 PE2587
 PE2587                         *CURRENT SURVEY CONTROL
 PE2587  ___________________________________________________________________
 PE2587* NAD 83(1996)-  44 15 37.71641(N)    068 57 48.06885(W)     ADJUSTED  
 PE2587* NAVD 88     -        -2.     (meters)      -7.     (feet)  SCALED    
 PE2587  ___________________________________________________________________
 PE2587  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 PE2587  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 PE2587
 PE2587  HORZ ORDER  -  THIRD
 PE2587
 PE2587.The horizontal coordinates were established by classical geodetic methods
 PE2587.and adjusted by the National Geodetic Survey in March 1998..
 PE2587
 PE2587.The orthometric height was scaled from a topographic map.
 PE2587
 PE2587.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2587
 PE2587.The geoid height was determined by GEOID03.
 PE2587
 PE2587;                    North         East     Units Scale Factor Converg.
 PE2587;SPC ME E     -    66,076.962   263,002.927   MT  0.99991683   -0 19 24.2
 PE2587;UTM  19      - 4,900,804.738   502,925.299   MT  0.99960011   +0 01 32.1
 PE2587
 PE2587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2587!SPC ME E     -   1.00000423  x   0.99991683  =   0.99992106
 PE2587!UTM  19      -   1.00000423  x   0.99960011  =   0.99960434
 PE2587
 PE2587                          SUPERSEDED SURVEY CONTROL
 PE2587
 PE2587  NAD 83(1992)-  44 15 37.71938(N)    068 57 48.04811(W) AD(       ) 3
 PE2587  NAD 83(1986)-  44 15 37.72445(N)    068 57 48.05337(W) AD(       ) 3
 PE2587
 PE2587.Superseded values are not recommended for survey control.
 PE2587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2587.See file dsdata.txt to determine how the superseded data were derived.
 PE2587
 PE2587_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK0292500805(NAD 83)
 PE2587_MARKER: DD = SURVEY DISK
 PE2587_SETTING: 66 = SET IN ROCK OUTCROP
 PE2587_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 PE2587_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2587_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE2587+STABILITY: POSITION/ELEVATION WELL
 PE2587
 PE2587  HISTORY     - Date     Condition        Report By
 PE2587  HISTORY     - 1983     MONUMENTED       NOS
 PE2587
 PE2587                          STATION DESCRIPTION
 PE2587
 PE2587'DESCRIBED BY NATIONAL OCEAN SERVICE 1983 (RST)
 PE2587'THE STATION IS LOCATED ON THE NORTHWEST SIDE OF A POINT OF
 PE2587'LAND WEST OF PHILBROOK COVE ON SEVEN HUNDRED ACRE ISLAND.
 PE2587'
 PE2587'THE STATION MUST BE REACHED BY BOAT.
 PE2587'
 PE2587'THE STATION IS A PLAIN BRONZE DISK 5 CM IN DIAMETER, STAMPED
 PE2587'---PHIL 1982---, SET FLUSH IN ROCK.
 PE2587'
 PE2587'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.54 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1843 ***********************************************************************
 QF1843  DESIGNATION -  PHIL IBC
 QF1843  PID         -  QF1843
 QF1843  STATE/COUNTY-  ME/AROOSTOOK
 QF1843  USGS QUAD   -  NORTH AMITY (1989)
 QF1843
 QF1843                         *CURRENT SURVEY CONTROL
 QF1843  ___________________________________________________________________
 QF1843* NAD 83(1996)-  45 52 39.96096(N)    067 48 16.04657(W)     ADJUSTED  
 QF1843* NAVD 88     -       134.     (meters)     440.     (feet)  SCALED    
 QF1843  ___________________________________________________________________
 QF1843  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 QF1843  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 QF1843
 QF1843  HORZ ORDER  -  THIRD
 QF1843
 QF1843.The horizontal coordinates were established by classical geodetic methods
 QF1843.and adjusted by the National Geodetic Survey in March 1998..
 QF1843
 QF1843.The orthometric height was scaled from a topographic map.
 QF1843
 QF1843.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1843
 QF1843.The geoid height was determined by GEOID03.
 QF1843
 QF1843;                    North         East     Units Scale Factor Converg.
 QF1843;SPC ME E     -   245,924.355   353,992.106   MT  0.99993583   +0 29 57.5
 QF1843;UTM  19      - 5,081,161.605   592,777.071   MT  0.99970582   +0 51 29.8
 QF1843
 QF1843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1843!SPC ME E     -   0.99998272  x   0.99993583  =   0.99991856
 QF1843!UTM  19      -   0.99998272  x   0.99970582  =   0.99968855
 QF1843
 QF1843                          SUPERSEDED SURVEY CONTROL
 QF1843
 QF1843  NAD 83(1992)-  45 52 39.95798(N)    067 48 16.04272(W) AD(       ) 4
 QF1843  NAD 83(1986)-  45 52 39.85619(N)    067 48 15.60004(W) AD(       ) 4
 QF1843  NAD 27      -  45 52 39.79914(N)    067 48 18.00495(W) AD(       ) 3
 QF1843
 QF1843.Superseded values are not recommended for survey control.
 QF1843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1843.See file dsdata.txt to determine how the superseded data were derived.
 QF1843
 QF1843_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9277781162(NAD 83)
 QF1843_MARKER: DD = SURVEY DISK
 QF1843_SETTING: 0 = UNSPECIFIED SETTING
 QF1843_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QF1843
 QF1843  HISTORY     - Date     Condition        Report By
 QF1843  HISTORY     - 1912     MONUMENTED       IBC
 QF1843  HISTORY     - 1946     SEE DESCRIPTION  IBC
 QF1843  HISTORY     - 1955     SEE DESCRIPTION  IBC
 QF1843  HISTORY     - 1972     SEE DESCRIPTION  IBC
 QF1843
 QF1843                          STATION DESCRIPTION
 QF1843
 QF1843'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (JEM)
 QF1843'ON MONUMENT BROOK, AT THE EDGE OF THE STREAM, 3/4 MILE ABOVE THE
 QF1843'MOUTH OF GREENLEAF BROOK.
 QF1843'
 QF1843'THE SUBSURFACE MARK IS A PINT BOTTLE FILLED WITH SAND SET 2-3/4 FEET
 QF1843'BELOW THE LEVEL OF THE GROUND.  THE SURFACE MARK IS A BRONZE DISK SET
 QF1843'AND CENTERED OVER THE SUBSURFACE MARK IN A GRANITE POST 8 INCHES
 QF1843'SQUARE AND 2-1/2 FEET LONG.  ON THE VERTICAL FACES OF THE POST ARE
 QF1843'CUT THE LETTERS---U.S.C.B.---, ONE LETTER ON EACH FACE OF THE POST.
 QF1843
 QF1843                          STATION RECOVERY (1946)
 QF1843
 QF1843'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF1843'STATION WAS 4 FEET FROM THE HIGH WATER AT BACK OF A SMALL BAY.
 QF1843
 QF1843                          STATION RECOVERY (1955)
 QF1843
 QF1843'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1843'TOP OF POST 4 INCHES ABOUT THE GROUND.
 QF1843
 QF1843                          STATION RECOVERY (1972)
 QF1843
 QF1843'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1843'THE STATION WAS RECOVERED AS DESCRIBED BY NWS IN 1955 EXCEPT THAT
 QF1843'NOW THE TOP OF THE MARK IS 9 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0030 ***********************************************************************
 PF0030  DESIGNATION -  PHILLIPS
 PF0030  PID         -  PF0030
 PF0030  STATE/COUNTY-  ME/FRANKLIN
 PF0030  USGS QUAD   -  PHILLIPS (1984)
 PF0030
 PF0030                         *CURRENT SURVEY CONTROL
 PF0030  ___________________________________________________________________
 PF0030* NAD 83(1986)-  44 49 27.     (N)    070 20 19.     (W)     SCALED    
 PF0030* NAVD 88     -       176.155  (meters)     577.94   (feet)  ADJUSTED  
 PF0030  ___________________________________________________________________
 PF0030  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 PF0030  DYNAMIC HT  -         176.136 (meters)     577.87  (feet)  COMP
 PF0030  MODELED GRAV-     980,504.0   (mgal)                       NAVD 88
 PF0030
 PF0030  VERT ORDER  -  SECOND    CLASS 0
 PF0030
 PF0030.The horizontal coordinates were scaled from a topographic map and have
 PF0030.an estimated accuracy of +/- 6 seconds.
 PF0030
 PF0030.The orthometric height was determined by differential leveling
 PF0030.and adjusted by the National Geodetic Survey in June 1991..
 PF0030
 PF0030.The geoid height was determined by GEOID03.
 PF0030
 PF0030.The dynamic height is computed by dividing the NAVD 88
 PF0030.geopotential number by the normal gravity value computed on the
 PF0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0030.degrees latitude (g = 980.6199 gals.).
 PF0030
 PF0030.The modeled gravity was interpolated from observed gravity values.
 PF0030
 PF0030;                    North         East    Units  Estimated Accuracy
 PF0030;SPC ME W     -   221,210.      886,400.      MT  (+/- 180 meters Scaled)
 PF0030
 PF0030                          SUPERSEDED SURVEY CONTROL
 PF0030
 PF0030  NGVD 29 (??/??/92)  176.294  (m)          578.39   (f) ADJ UNCH    2 0
 PF0030
 PF0030.Superseded values are not recommended for survey control.
 PF0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0030.See file dsdata.txt to determine how the superseded data were derived.
 PF0030
 PF0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK941642(NAD 83)
 PF0030_MARKER: DB = BENCH MARK DISK
 PF0030_SETTING: 80 = SET IN A BOULDER
 PF0030_SP_SET: BOULDER
 PF0030_STAMPING: 578.391 PHILLIPS 1933
 PF0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0030+STABILITY: SURFACE MOTION
 PF0030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PF0030+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2004
 PF0030
 PF0030  HISTORY     - Date     Condition        Report By
 PF0030  HISTORY     - 1933     MONUMENTED       CGS
 PF0030  HISTORY     - 1934     GOOD             NGS
 PF0030  HISTORY     - 20040908 GOOD             USPSQD
 PF0030
 PF0030                          STATION DESCRIPTION
 PF0030
 PF0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PF0030'0.2 MI N FROM PHILLIPS.
 PF0030'0.2 MILE NORTH ALONG THE OLD ROADBED OF THE ABANDONED SANDY
 PF0030'RIVER AND RANGELEY LAKES RAILROAD FROM PHILLIPS, FRANKLIN
 PF0030'COUNTY, 150 FEET NORTH OF THE NORTH END OF A COVERED BRIDGE,
 PF0030'5 YARDS EAST OF THE CENTER LINE OF THE OLD ROADBED, IN THE
 PF0030'TOP OF A LARGE EMBEDDED BOULDER, AND ABOUT 3 FEET HIGHER THAN
 PF0030'THE ROADBED.  A STANDARD DISK, STAMPED 578.391 PHILLIPS 1933.
 PF0030
 PF0030                          STATION RECOVERY (1934)
 PF0030
 PF0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PF0030'RECOVERED IN GOOD CONDITION.
 PF0030
 PF0030                          STATION RECOVERY (2004)
 PF0030
 PF0030'RECOVERY NOTE BY US POWER SQUADRON 2004 (GBM)
 PF0030'MARK IS LOCATED 150 FEET NORTH OF NORTH END OF DEMOLISHED COVERED
 PF0030'BRIDE ADBUMTMENT IN TOP OF LARGE BOLDER 3 FEET HIGHER THAN ORGINAL
 PF0030'ROAD BED. BETTER COORDINATES N44 49.593 W070 20.584
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0851 ***********************************************************************
 QF0851  DESIGNATION -  PHINNEY
 QF0851  PID         -  QF0851
 QF0851  STATE/COUNTY-  ME/WASHINGTON
 QF0851  USGS QUAD   -  CALAIS (1977)
 QF0851
 QF0851                         *CURRENT SURVEY CONTROL
 QF0851  ___________________________________________________________________
 QF0851* NAD 83(1996)-  45 08 13.32901(N)    067 18 58.05800(W)     ADJUSTED  
 QF0851* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 QF0851  ___________________________________________________________________
 QF0851  LAPLACE CORR-           4.92  (seconds)                    DEFLEC99
 QF0851  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 QF0851
 QF0851  HORZ ORDER  -  THIRD
 QF0851
 QF0851.The horizontal coordinates were established by classical geodetic methods
 QF0851.and adjusted by the National Geodetic Survey in March 1998..
 QF0851
 QF0851.The orthometric height was scaled from a topographic map.
 QF0851
 QF0851.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0851
 QF0851.The geoid height was determined by GEOID03.
 QF0851
 QF0851;                    North         East     Units Scale Factor Converg.
 QF0851;SPC ME E     -   164,053.106   393,112.515   MT  1.00000657   +0 50 21.1
 QF0851;UTM  19      - 4,999,552.713   632,398.137   MT  0.99981554   +1 11 37.3
 QF0851
 QF0851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0851!SPC ME E     -   1.00000133  x   1.00000657  =   1.00000790
 QF0851!UTM  19      -   1.00000133  x   0.99981554  =   0.99981687
 QF0851
 QF0851|---------------------------------------------------------------------|
 QF0851| PID    Reference Object                     Distance      Geod. Az  |
 QF0851|                                                           dddmmss.s |
 QF0851| CE9442 PHINNEY RM 1                         11.610 METERS 03504     |
 QF0851| CE9443 PHINNEY RM 2                         11.317 METERS 16022     |
 QF0851| QF0762 BARING SCHOOL CUPOLA                291.581 METERS 17103     |
 QF0851| QF0859 REFERENCE MON 207=GEORGE            208.551 METERS 28347     |
 QF0851| QF0862 MURPHY IBC                          407.924 METERS 3192032.6 |
 QF0851| QF0858 CHAIN ROCK                          406.152 METERS 3304651.4 |
 QF0851|---------------------------------------------------------------------|
 QF0851
 QF0851                          SUPERSEDED SURVEY CONTROL
 QF0851
 QF0851  NAD 83(1992)-  45 08 13.32390(N)    067 18 58.05622(W) AD(       ) 3
 QF0851  NAD 83(1986)-  45 08 13.32630(N)    067 18 58.06108(W) AD(       ) 3
 QF0851  NAD 27      -  45 08 13.05500(N)    067 19 00.09300(W) AD(       ) 3
 QF0851
 QF0851.Superseded values are not recommended for survey control.
 QF0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0851.See file dsdata.txt to determine how the superseded data were derived.
 QF0851
 QF0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK3239899553(NAD 83)
 QF0851_MARKER: DS = TRIANGULATION STATION DISK
 QF0851_SETTING: 66 = SET IN ROCK OUTCROP
 QF0851
 QF0851  HISTORY     - Date     Condition        Report By
 QF0851  HISTORY     - 1909     MONUMENTED       IBC
 QF0851
 QF0851                          STATION DESCRIPTION
 QF0851
 QF0851'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JEM)
 QF0851'ON THE E SIDE OF THE ST CROIX RIVER, IN BARING, ME.  THE STATION IS
 QF0851'ON THE N SIDE OF THE FIRST STREET S OF AND PARALLELING THE MAINE
 QF0851'CENTRAL RAILROAD, ABOUT 100 METERS NORTHEASTWARD FROM THE MAIN STREET
 QF0851'OF BARING, ON A BARE OUTCROPPING OF ROCK 16.6 METERS BELOW THE TOP OF
 QF0851'A ROCKY LEDGE.  THE STATION IS TWO - THIRDS OF THE WAY UP THE HILL
 QF0851'AND 3 METERS FROM THE ROAD.
 QF0851'
 QF0851'STATION MARK IS A C AND GS BRONZE DISK SET IN A DRILL HOLE IN THE
 QF0851'ROCK.  A CROSS WITHIN A TRIANGLE IS CUT IN THE ROCK N 35 DEGREES 04
 QF0851'MINUTES E, 11.61 METERS FROM THE STATION, AND A SIMILAR MARK BEARS S
 QF0851'19 DEGREES 40 MINUTES E, 11.37 METERS DISTANT FROM THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0548 ***********************************************************************
 OB0548  DESIGNATION -  PHIPPSBURG SPIRE
 OB0548  PID         -  OB0548
 OB0548  STATE/COUNTY-  ME/SAGADAHOC
 OB0548  USGS QUAD   -  PHIPPSBURG (1957)
 OB0548
 OB0548                         *CURRENT SURVEY CONTROL
 OB0548  ___________________________________________________________________
 OB0548* NAD 83(1996)-  43 49 09.61491(N)    069 48 35.35058(W)     ADJUSTED  
 OB0548* NAVD 88     -                                                        
 OB0548  ___________________________________________________________________
 OB0548  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 OB0548  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 OB0548
 OB0548  HORZ ORDER  -  THIRD
 OB0548
 OB0548.The horizontal coordinates were established by classical geodetic methods
 OB0548.and adjusted by the National Geodetic Survey in March 1998..
 OB0548
 OB0548
 OB0548.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0548
 OB0548.The geoid height was determined by GEOID03.
 OB0548
 OB0548;                    North         East     Units Scale Factor Converg.
 OB0548;SPC ME W     -   109,602.417   928,707.100   MT  0.99997680   +0 14 49.5
 OB0548;UTM  19      - 4,852,126.037   434,876.653   MT  0.99965216   -0 33 38.6
 OB0548
 OB0548                          SUPERSEDED SURVEY CONTROL
 OB0548
 OB0548  NAD 83(1992)-  43 49 09.61306(N)    069 48 35.34891(W) AD(       ) 4
 OB0548  NAD 83(1986)-  43 49 09.61860(N)    069 48 35.35438(W) AD(       ) 4
 OB0548  NAD 27      -  43 49 09.32800(N)    069 48 37.18700(W) AD(       ) 3
 OB0548
 OB0548.Superseded values are not recommended for survey control.
 OB0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0548.See file dsdata.txt to determine how the superseded data were derived.
 OB0548
 OB0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3487752126(NAD 83)
 OB0548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OB0548+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2005
 OB0548
 OB0548  HISTORY     - Date     Condition        Report By
 OB0548  HISTORY     - 1855     MONUMENTED       COASUR
 OB0548  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0548  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0548  HISTORY     - 1983     GOOD             USPSQD
 OB0548  HISTORY     - 1988     GOOD             USPSQD
 OB0548  HISTORY     - 19910404 GOOD             USPSQD
 OB0548  HISTORY     - 20010418 GOOD             USPSQD
 OB0548  HISTORY     - 20031007 GOOD             USPSQD
 OB0548  HISTORY     - 20050225 GOOD             USPSQD
 OB0548
 OB0548                          STATION DESCRIPTION
 OB0548
 OB0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0548'STATION RECOVERED.  IN THE TOWN OF PHIPPSBURG WHICH IS ON THE
 OB0548'W BANK OF THE KENNEBEC RIVER.  THE SPIRE IS WHITE AND AT THIS
 OB0548'TIME IT IS THE ONLY PROMINENT CHURCH IN THIS VICINITY.  THE NEW
 OB0548'POSITION DETERMINED CHECKS WITH THE OLD.
 OB0548
 OB0548                          STATION RECOVERY (1942)
 OB0548
 OB0548'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OB0548'RECOVERED AS DESCRIBED.  DESCRIPTION COMPLETE AND ADEQUATE.
 OB0548
 OB0548                          STATION RECOVERY (1983)
 OB0548
 OB0548'RECOVERY NOTE BY US POWER SQUADRON 1983 (DAP)
 OB0548'STATION RECOVERED GOOD (SEE ATTACHED PHOTOGRAPH).
 OB0548'
 OB0548'RECOVERED AS DESCRIBED.  DESCRIPTION COMPLETE AND ADEQUATE.
 OB0548'
 OB0548'8/15/83 1150 DST.
 OB0548
 OB0548                          STATION RECOVERY (1988)
 OB0548
 OB0548'RECOVERY NOTE BY US POWER SQUADRON 1988 (WSD)
 OB0548'RECOVERED IN GOOD CONDITION.
 OB0548
 OB0548                          STATION RECOVERY (1991)
 OB0548
 OB0548'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OB0548'RECOVERED IN GOOD CONDITION.
 OB0548
 OB0548                          STATION RECOVERY (2001)
 OB0548
 OB0548'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 OB0548'RECOVERED IN GOOD CONDITION.
 OB0548
 OB0548                          STATION RECOVERY (2003)
 OB0548
 OB0548'RECOVERY NOTE BY US POWER SQUADRON 2003 (RMS)
 OB0548'RECOVERED IN GOOD CONDITION.
 OB0548
 OB0548                          STATION RECOVERY (2005)
 OB0548
 OB0548'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMW)
 OB0548'FROM THE SAGADAHOC COURT HOUSE IN BATH TRAVEL SOUTH ON RT. 209 6.8
 OB0548'MILES TO A ROAD ON THE LEFT. GO LEFT 0.2 MILE TO A CHURCH SIGN ON
 OB0548'LEFT. GO LEFT, AT THE SIGN, ON CHURCH LANE TO THE CHURCH BUILT IN
 OB0548'1802.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0823 ***********************************************************************
 PE0823  DESIGNATION -  PICK
 PE0823  PID         -  PE0823
 PE0823  STATE/COUNTY-  ME/SOMERSET
 PE0823  USGS QUAD   -  PITTSFIELD (1982)
 PE0823
 PE0823                         *CURRENT SURVEY CONTROL
 PE0823  ___________________________________________________________________
 PE0823* NAD 83(1996)-  44 46 07.40500(N)    069 24 54.20793(W)     ADJUSTED  
 PE0823* NAVD 88     -        91.314  (meters)     299.59   (feet)  ADJUSTED  
 PE0823  ___________________________________________________________________
 PE0823  X           -   1,594,758.564 (meters)                     COMP
 PE0823  Y           -  -4,246,174.388 (meters)                     COMP
 PE0823  Z           -   4,469,184.319 (meters)                     COMP
 PE0823  LAPLACE CORR-           3.39  (seconds)                    DEFLEC99
 PE0823  ELLIP HEIGHT-          65.80  (meters)          (03/06/98) GPS OBS
 PE0823  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 PE0823  DYNAMIC HT  -          91.310 (meters)     299.57  (feet)  COMP
 PE0823  MODELED GRAV-     980,570.1   (mgal)                       NAVD 88
 PE0823
 PE0823  HORZ ORDER  -  SECOND
 PE0823  VERT ORDER  -  FIRST     CLASS I
 PE0823  ELLP ORDER  -  FOURTH    CLASS I
 PE0823
 PE0823.The horizontal coordinates were established by classical geodetic methods
 PE0823.and adjusted by the National Geodetic Survey in March 1998..
 PE0823
 PE0823.The orthometric height was determined by differential leveling
 PE0823.and adjusted by the National Geodetic Survey in June 1991..
 PE0823
 PE0823.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PE0823
 PE0823.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE0823
 PE0823.The ellipsoidal height was determined by GPS observations
 PE0823.and is referenced to NAD 83.
 PE0823
 PE0823.The geoid height was determined by GEOID03.
 PE0823
 PE0823.The dynamic height is computed by dividing the NAVD 88
 PE0823.geopotential number by the normal gravity value computed on the
 PE0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0823.degrees latitude (g = 980.6199 gals.).
 PE0823
 PE0823.The modeled gravity was interpolated from observed gravity values.
 PE0823
 PE0823;                    North         East     Units Scale Factor Converg.
 PE0823;SPC ME W     -   215,305.717   959,497.940   MT  1.00001018   +0 31 45.6
 PE0823;UTM  19      - 4,957,342.828   467,155.762   MT  0.99961326   -0 17 32.3
 PE0823
 PE0823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE0823!SPC ME W     -   0.99998968  x   1.00001018  =   0.99999986
 PE0823!UTM  19      -   0.99998968  x   0.99961326  =   0.99960295
 PE0823
 PE0823|---------------------------------------------------------------------|
 PE0823| PID    Reference Object                     Distance      Geod. Az  |
 PE0823|                                                           dddmmss.s |
 PE0823| PE2253 PITTSFIELD CIANCHETTE RAD MAST       38.003 METERS 01231     |
 PE0823| PE2250 PITTSFIELD WATER WORKS SPIPE        APPROX. 3.6 KM 0331939.1 |
 PE0823| PE2252 PITTSFIELD ME CENT INST BELFRY      APPROX. 2.5 KM 0620909.6 |
 PE0823| PE0824 PICK RM 2                            23.477 METERS 29532     |
 PE0823| PE0825 PICK RM 1                            26.548 METERS 35127     |
 PE0823|---------------------------------------------------------------------|
 PE0823
 PE0823                          SUPERSEDED SURVEY CONTROL
 PE0823
 PE0823  NAD 83(1992)-  44 46 07.40173(N)    069 24 54.20576(W) AD(       ) 2
 PE0823  ELLIP H (01/28/95)   65.85   (m)                       GP(       ) 4 2
 PE0823  NAD 83(1986)-  44 46 07.40480(N)    069 24 54.21962(W) AD(       ) 2
 PE0823  NAD 27      -  44 46 07.17180(N)    069 24 56.03860(W) AD(       ) 2
 PE0823  NGVD 29 (??/??/92)   91.527  (m)          300.28   (f) ADJ UNCH    1 1
 PE0823
 PE0823.Superseded values are not recommended for survey control.
 PE0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0823.See file dsdata.txt to determine how the superseded data were derived.
 PE0823
 PE0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK6715657343(NAD 83)
 PE0823_MARKER: DS = TRIANGULATION STATION DISK
 PE0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0823_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PE0823_STAMPING: PICK 1958
 PE0823_MARK LOGO: CGS   
 PE0823_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0823+STABILITY: SURFACE MOTION
 PE0823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE0823+SATELLITE: SATELLITE OBSERVATIONS - 1985
 PE0823
 PE0823  HISTORY     - Date     Condition        Report By
 PE0823  HISTORY     - 1958     MONUMENTED       CGS
 PE0823  HISTORY     - 1966     SEE DESCRIPTION  CGS
 PE0823  HISTORY     - 1966     GOOD             NGS
 PE0823  HISTORY     - 1981     GOOD             NGS
 PE0823  HISTORY     - 19811021 GOOD             NGS
 PE0823  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 PE0823  HISTORY     - 1985     GOOD             NGS
 PE0823
 PE0823                          STATION DESCRIPTION
 PE0823
 PE0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 PE0823'STATION IS LOCATED ABOUT 2 MILES SOUTHWEST OF PITTSFIELD IN THE
 PE0823'SOUTHWEST ANGLE OF A CROSSROADS.  STATION IS 35 FEET SOUTH OF
 PE0823'THE APPROXIMATE CENTER OF INTERSECTION AND 27.5 FEET EAST OF
 PE0823'WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 PE0823'IS STAMPED PICK 1958.
 PE0823'
 PE0823'REFERENCE MARK NO. 1 IS 53 FEET NORTH OF THE APPROXIMATE CENTER
 PE0823'OF BLACKTOP ROAD, 53 FEET WEST SOUTHWEST OF SMALL RADIO MAST,
 PE0823'30 FEET EAST OF THE APPROXIMATE CENTER OF GRAVEL ROAD AND 8
 PE0823'FEET EAST OF TELEPHONE POLE.  THE DISK IS CEMENTED FLUSH IN A
 PE0823'DRILL HOLE IN A BOULDER THAT PROJECTS ABOUT 1 FOOT AND IS
 PE0823'STAMPED PICK NO 1 1958.
 PE0823'
 PE0823'REFERENCE MARK NO. 2 IS 39 FEET WEST OF THE APPROXIMATE CENTER
 PE0823'OF GRAVEL ROAD, 38 FEET NORTH OF THE APPROXIMATE CENTER OF
 PE0823'BLACKTOP ROAD AND 12 FEET NORTHWEST OF UTILITY POLE.  THE DISK
 PE0823'IS CEMENTED FLUSH IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 PE0823'ABOUT 2 FEET AND IS STAMPED PICK NO 2 1958.
 PE0823'
 PE0823'TO REACH STATION FROM THE RAILROAD CROSSING AND DEPOT IN
 PE0823'PITTSFIELD, GO SOUTHWESTERLY ON STATE HIGHWAY 100 FOR 1.55
 PE0823'MILES TO A SIDE ROAD RIGHT AT TASTEE FREEZE STAND ON RIGHT.  TURN
 PE0823'RIGHT AND GO WESTERLY FOR 0.65 MILE TO INTERSECTION AND STATION
 PE0823'ON THE LEFT AS DESCRIBED.
 PE0823'
 PE0823'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 PE0823
 PE0823                          STATION RECOVERY (1966)
 PE0823
 PE0823'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (RRG)
 PE0823'RECOVERED AS DESCRIBED WITH THE FOLLOWING MODIFICATIONS.
 PE0823'
 PE0823'REFERENCE MARK NO. 1.  THE DISK HAS BEEN PRIED OFF OF THE SHANK,
 PE0823'THE SHANK IS ALL THAT REMAINS.
 PE0823'
 PE0823'REFERENCE MARK NO. 2.  AN ATTEMPT WAS MADE TO PRY OUT THE
 PE0823'MARK.  THE DISK WAS REINFORCED BY THIS PARTY 7/66.
 PE0823
 PE0823                          STATION RECOVERY (1966)
 PE0823
 PE0823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 PE0823'2 MI SW FROM PITTSFIELD.
 PE0823'1.4 MILES SOUTHWEST ALONG STATE HIGHWAYS 100 AND 11 FROM THE
 PE0823'MAINE CENTRAL RAILROAD STATION AT PITTSFIELD, THENCE 0.6 MILE
 PE0823'WEST ALONG A BLACK TOPPED ROAD, ABOUT 0.2 MILE WEST OF THE
 PE0823'OVERPASS CROSSING OF INTERSTATE 95, 58 FEET EAST OF THE CENTER
 PE0823'OF THE JUNCTION OF A GRAVELED ROAD LEADING SOUTH, 34 FEET
 PE0823'SOUTHEAST OF THE CENTER OF THE JUNCTION OF A BLACK TOPPED ROAD
 PE0823'LEADING NORTH, 28.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 PE0823'27.0 FEET EAST OF A METAL WITNESS POST, 2 1/2 FEET BELOW THE
 PE0823'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST 0.1
 PE0823'FOOT UNDERGROUND.
 PE0823
 PE0823                          STATION RECOVERY (1981)
 PE0823
 PE0823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 PE0823'RECOVERED IN GOOD CONDITION.
 PE0823
 PE0823                          STATION RECOVERY (1981)
 PE0823
 PE0823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 PE0823'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK 2
 PE0823'WAS RECOVERED ALSO BUT A SHORTER DISTANCE OF 0.27 FT (8.23 CM) AND A
 PE0823'LOWER DIRECTION OF 16 MINUTES AND 31 SECONDS WAS NOTED TO THE MARK.
 PE0823'THE DISK IS IN A LARGE BOULDER AND IT MAY HAVE BEEN HIT OR FROST HEAVE
 PE0823'MAY HAVE MOVED IT.  REFERENCE MARK 1 WAS DESTROYED WHEN THE BOULDER
 PE0823'WAS REMOVED.  REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME. A NEW
 PE0823'DESCRIPTION FOLLOWS.
 PE0823' 
 PE0823'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) SOUTHWEST OF PITTSFIELD,
 PE0823'0.3 KM (0.20 MI) WEST OF INTERSTATE HIGHWAY 95 AND IN THE SOUTHWEST
 PE0823'ANGLE OF AN OFFSET CROSSROAD.  OWNERSHIP-- TOM RICHARDSON, BOX 141,
 PE0823'PITTSFIELD, MAINE, 04967, TELEPHONE 207 487-2297.  TO REACH THE
 PE0823'STATION FROM THE JUNCTION OF STATE HIGHWAYS 100 AND 11 AND 69, AT THE
 PE0823'RAILROAD CROSSING IN PITTSFIELD, GO SOUTHWEST ON HIGHWAYS 100 AND 11
 PE0823'FOR 2.3 KM (1.40 MI) TO A SIDE ROAD RIGHT AT A TASTEE FREEZE.  TURN
 PE0823'RIGHT AND GO WEST ON WEBB ROAD FOR 1.0 KM (0.60 MI) TO A CROSSROAD AND
 PE0823'THE MARK AS DESCRIBED.  THE STATION IS A STANDARD NGS DISK
 PE0823'STAMPED--PICK 1958--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 PE0823'12 INCHES OR 30 CM ON SIDE FLUSH WITH GROUND LOCATED 56.0 FT (17.1 M)
 PE0823'E FROM THE CENTER OF A ROAD GOING SOUTH, 28.0 FT (8.5 M) S FROM THE
 PE0823'CENTER OF THE EAST-WEST ROAD, AND 8.8 FT (2.7 M) SSE FROM A METAL
 PE0823'WITNESS POST. REFERENCE MARK NO 2 IS A STANDARD NGS DISK STAMPED--PICK
 PE0823'NO 2 1958--, SET INTO THE TOP OF A BOULDER 3.0 FT (0.9 M) LARGEST
 PE0823'DIMENSION LOCATED 39.0 FT (11.9 M) N FROM THE CENTER OF THE EAST-WEST
 PE0823'ROAD, 39.0 FT (11.9 M) W FROM THE CENTER OF THE ROAD LEADING NORTH,
 PE0823'11.0 FT (3.4 M) WNW FROM POWERLINE POLE NUMBER 30, AND 3.5 FT (1.1 M)
 PE0823'HIGHER THAN THE STATION.  REFERENCE MARK NO 3 IS A STANDARD NGS DISK
 PE0823'STAMPED--PICK 1958 NO 3 1981--, SET INTO ROCK OUTCROP 3.0 FT (0.9 M)
 PE0823'LARGEST DIMENSION LOCATED 55.0 FT (16.8 M) E FROM THE CENTER OF THE
 PE0823'ROAD LEADING NORTH, 19.0 FT (5.8 M) N FROM THE CENTER OF THE EAST WEST
 PE0823'ROAD, AND 0.5 FT (15.2 CM) HIGHER THAN THE STATION.
 PE0823
 PE0823                          STATION RECOVERY (1984)
 PE0823
 PE0823'RECOVERY NOTE BY US POWER SQUADRON 1984 (ELG)
 PE0823'PICK 1958 NO. 3 1981 (NGS R.M.) FOUND POOR.
 PE0823'
 PE0823'NOT RECOVERED--STATION, RM 1, RM 2.
 PE0823'
 PE0823'RECOVERED--RM NO 3.
 PE0823'
 PE0823'NO TRACE WAS FOUND OF THE STATION MARK, WITNESS POST, OR REFERENCE
 PE0823'MARKS 1 AND 2.  THE NEWLY INSTALLED (1981) RM 3 WAS RECOVERED IN
 PE0823'GOOD CONDITION.
 PE0823
 PE0823                          STATION RECOVERY (1985)
 PE0823
 PE0823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (MRM)
 PE0823'THE STATION WAS RECOVERED AT THIS DATE.
 PE0823'REFERENCE MARKS WERE NOT SEARCHED FOR AT THIS DATE.
 PE0823'
 PE0823'THE STATION IS LOCATED ABOUT 3.2 KM (2 MI) SOUTHWEST OF PITTSFIELD.
 PE0823'OWNERSHIP--TOM RICHARDSON, P.O. BOX 141, PITTSFIELD ME 04967, PHONE
 PE0823'207-487-2297.
 PE0823'
 PE0823'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11, 100
 PE0823'AND 152 IN PITTSFIELD, GO SOUTH FOR 0.2 KM (0.15 MI) ON HIGHWAYS 11
 PE0823'AND 100 TO A RAILROAD CROSSING.  CONTINUE AHEAD AND GO SOUTH FOR
 PE0823'2.3 KM (1.45 MI) TO A PAVED ROAD RIGHT AT A DRIVE-IN RESTAURANT.
 PE0823'TURN RIGHT AND GO WEST FOR 1.0 KM (0.65 MI) ON THE PAVED ROAD TO AN
 PE0823'OFFSET CROSSROAD AND THE STATION ON THE LEFT, IN A SIDE YARD.
 PE0823'
 PE0823'THE STATION IS A STANDARD CGS DISK
 PE0823'STAMPED---PICK 1958---,
 PE0823'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 PE0823'30 CM ON SIDE RECESSED 1 CM BELOW GROUND.  LOCATED
 PE0823'32.6 METERS (107 FT) WEST-NORTHWEST FROM THE NORTHWEST CORNER OF
 PE0823'THE EXTENSION OF A SMALL YELLOW-SHINGLED HOUSE,
 PE0823'20.2 METERS (66.3 FT) SOUTHEAST FROM UTILITY POLE NUMBER 72/72,
 PE0823'17.1 METERS (56 FT) EAST FROM THE APPROXIMATE CENTER OF THE GRAVEL
 PE0823'ROAD AND
 PE0823'8.5 METERS (28 FT) SOUTH FROM THE APPROXIMATE CENTER OF THE MAIN
 PE0823'ROAD.  NOTE, THE 1958 DESCRIPTION INDICATES AN UNDERGROUND MARK.
 PE0823'
 PE0823'FAA AIRPORT SURVEYS, MAINE, OCTOBER-NOVEMBER 1985.
 PE0823'
 PE0823'THIS STATION SUITABLE FOR GPS SURVEYS.
 PE0823'
 PE0823'DESCRIBED BY G.R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0824 ***********************************************************************
 PE0824  DESIGNATION -  PICK RM 2
 PE0824  PID         -  PE0824
 PE0824  STATE/COUNTY-  ME/SOMERSET
 PE0824  USGS QUAD   -  PITTSFIELD (1982)
 PE0824
 PE0824                         *CURRENT SURVEY CONTROL
 PE0824  ___________________________________________________________________
 PE0824* NAD 83(1986)-  44 46 07.     (N)    069 24 54.     (W)     SCALED    
 PE0824* NAVD 88     -        92.333  (meters)     302.93   (feet)  ADJUSTED  
 PE0824  ___________________________________________________________________
 PE0824  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 PE0824  DYNAMIC HT  -          92.328 (meters)     302.91  (feet)  COMP
 PE0824  MODELED GRAV-     980,570.1   (mgal)                       NAVD 88
 PE0824
 PE0824  VERT ORDER  -  FIRST     CLASS I
 PE0824
 PE0824.The horizontal coordinates were scaled from a topographic map and have
 PE0824.an estimated accuracy of +/- 6 seconds.
 PE0824
 PE0824.The orthometric height was determined by differential leveling
 PE0824.and adjusted by the National Geodetic Survey in June 1991..
 PE0824.WARNING-Repeat measurements at this control monument indicate possible
 PE0824.vertical movement.
 PE0824
 PE0824.The geoid height was determined by GEOID03.
 PE0824
 PE0824.The dynamic height is computed by dividing the NAVD 88
 PE0824.geopotential number by the normal gravity value computed on the
 PE0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0824.degrees latitude (g = 980.6199 gals.).
 PE0824
 PE0824.The modeled gravity was interpolated from observed gravity values.
 PE0824
 PE0824;                    North         East    Units  Estimated Accuracy
 PE0824;SPC ME W     -   215,290.      959,500.      MT  (+/- 180 meters Scaled)
 PE0824
 PE0824                          SUPERSEDED SURVEY CONTROL
 PE0824
 PE0824  NGVD 29 (??/??/92)   92.545  (m)          303.62   (f) ADJ UNCH    1 1
 PE0824
 PE0824.Superseded values are not recommended for survey control.
 PE0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0824.See file dsdata.txt to determine how the superseded data were derived.
 PE0824
 PE0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK671573(NAD 83)
 PE0824_MARKER: DR = REFERENCE MARK DISK
 PE0824_SETTING: 80 = SET IN A BOULDER
 PE0824_SP_SET: BOULDER
 PE0824_STAMPING: PICK NO 2 1958
 PE0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0824+STABILITY: SURFACE MOTION
 PE0824
 PE0824  HISTORY     - Date     Condition        Report By
 PE0824  HISTORY     - 1958     MONUMENTED       CGS
 PE0824  HISTORY     - 1966     GOOD             NGS
 PE0824  HISTORY     - 1981     POOR             NGS
 PE0824
 PE0824                          STATION DESCRIPTION
 PE0824
 PE0824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0824'2 MI SW FROM PITTSFIELD.
 PE0824'1.4 MILES SOUTHWEST ALONG STATE HIGHWAYS 100 AND 11 FROM THE
 PE0824'MAINE CENTRAL RAILROAD STATION AT PITTSFIELD, THENCE ABOUT 0.6
 PE0824'MILE WEST ALONG A BLACK TOPPED ROAD, ABOUT 0.2 MILE WEST OF THE
 PE0824'OVERPASS CROSSING OF INTERSTATE 95, NEAR THE JUNCTION OF A ROAD
 PE0824'LEADING NORTH, 77.0 FEET NORTHWEST OF AND ACROSS THE ROAD FROM
 PE0824'TRIANGULATION STATION PICK DESCRIBED, IN THE TOP OF AN EMBEDDED
 PE0824'BOULDER THAT THE EXPOSED PORTION IS ABOUT 3 1/2-BY-4-FOOT AND
 PE0824'PROJECTS 1 FOOT, 38 FEET WEST OF THE CENTER LINE OF THE ROAD
 PE0824'NORTH, 39 FEET NORTH OF THE CENTER LINE OF THE ROAD WEST, AND
 PE0824'ABOUT LEVEL WITH THE ROADS.  AN ATTEMPT HAS BEEN MADE TO PRY THE
 PE0824'DISK OUT OF THE ROCK.  THE DISK WAS REINFORCED WITH CEMENT.
 PE0824
 PE0824                          STATION RECOVERY (1981)
 PE0824
 PE0824'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 PE0824'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1818 ***********************************************************************
 QF1818  DESIGNATION -  PICKEREL TABLET IBC
 QF1818  PID         -  QF1818
 QF1818  STATE/COUNTY-  ME/AROOSTOOK
 QF1818  USGS QUAD   -  NORTH AMITY (1989)
 QF1818
 QF1818                         *CURRENT SURVEY CONTROL
 QF1818  ___________________________________________________________________
 QF1818* NAD 83(1996)-  45 53 22.91995(N)    067 47 36.67090(W)     ADJUSTED  
 QF1818* NAVD 88     -       134.     (meters)     440.     (feet)  SCALED    
 QF1818  ___________________________________________________________________
 QF1818  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 QF1818  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 QF1818
 QF1818  HORZ ORDER  -  THIRD
 QF1818
 QF1818.The horizontal coordinates were established by classical geodetic methods
 QF1818.and adjusted by the National Geodetic Survey in March 1998..
 QF1818
 QF1818.The orthometric height was scaled from a topographic map.
 QF1818
 QF1818.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1818
 QF1818.The geoid height was determined by GEOID03.
 QF1818
 QF1818;                    North         East     Units Scale Factor Converg.
 QF1818;SPC ME E     -   247,258.024   354,829.412   MT  0.99993695   +0 30 26.2
 QF1818;UTM  19      - 5,082,500.187   593,605.813   MT  0.99970772   +0 51 58.7
 QF1818
 QF1818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1818!SPC ME E     -   0.99998272  x   0.99993695  =   0.99991967
 QF1818!UTM  19      -   0.99998272  x   0.99970772  =   0.99969045
 QF1818
 QF1818                          SUPERSEDED SURVEY CONTROL
 QF1818
 QF1818  NAD 83(1992)-  45 53 22.91720(N)    067 47 36.66968(W) AD(       ) 4
 QF1818  NAD 83(1986)-  45 53 22.62342(N)    067 47 35.74369(W) AD(       ) 4
 QF1818  NAD 27      -  45 53 22.83273(N)    067 47 38.83263(W) AD(       ) 3
 QF1818
 QF1818.Superseded values are not recommended for survey control.
 QF1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1818.See file dsdata.txt to determine how the superseded data were derived.
 QF1818
 QF1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9360682500(NAD 83)
 QF1818_MARKER: DD = SURVEY DISK
 QF1818_SETTING: 80 = SET IN A BOULDER
 QF1818_SP_SET: SET IN A DRILL HOLE IN A BOULDER
 QF1818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1818+STABILITY: SURFACE MOTION
 QF1818
 QF1818  HISTORY     - Date     Condition        Report By
 QF1818  HISTORY     - 1912     MONUMENTED       IBC
 QF1818  HISTORY     - 1972     GOOD             IBC
 QF1818
 QF1818                          STATION DESCRIPTION
 QF1818
 QF1818'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (JEM)
 QF1818'ON MONUMENT BROOK, ABOUT 1-3/4 MILES ABOVE THE MOUTH OF GREENLEAF
 QF1818'BROOK.  THE STATION IS ON A ROCK WHOSE EXPOSED CROSS SECTION IS ABOUT
 QF1818'0.8 BY 1 METER AND 0.15 METER ABOVE THE SURFACE OF THE GROUND.  IT IS
 QF1818'ABOUT 20 METERS W OF THE BROOK.
 QF1818'
 QF1818'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE SURROUNDED BY A
 QF1818'TRIANGLE CUT IN THE ROCK.
 QF1818
 QF1818                          STATION RECOVERY (1972)
 QF1818
 QF1818'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1818'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1865 ***********************************************************************
 QF1865  DESIGNATION -  PIEDRA IBC
 QF1865  PID         -  QF1865
 QF1865  STATE/COUNTY-  ME/AROOSTOOK
 QF1865  USGS QUAD   -  ORIENT (1989)
 QF1865
 QF1865                         *CURRENT SURVEY CONTROL
 QF1865  ___________________________________________________________________
 QF1865* NAD 83(1996)-  45 49 08.73364(N)    067 45 52.08319(W)     ADJUSTED  
 QF1865* NAVD 88     -       133.     (meters)     436.     (feet)  SCALED    
 QF1865  ___________________________________________________________________
 QF1865  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 QF1865  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 QF1865
 QF1865  HORZ ORDER  -  THIRD
 QF1865
 QF1865.The horizontal coordinates were established by classical geodetic methods
 QF1865.and adjusted by the National Geodetic Survey in March 1998..
 QF1865
 QF1865.The orthometric height was scaled from a topographic map.
 QF1865
 QF1865.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1865
 QF1865.The geoid height was determined by GEOID03.
 QF1865
 QF1865;                    North         East     Units Scale Factor Converg.
 QF1865;SPC ME E     -   239,431.306   357,156.413   MT  0.99994015   +0 31 39.0
 QF1865;UTM  19      - 5,074,689.978   595,981.244   MT  0.99971326   +0 53 10.0
 QF1865
 QF1865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1865!SPC ME E     -   0.99998289  x   0.99994015  =   0.99992304
 QF1865!UTM  19      -   0.99998289  x   0.99971326  =   0.99969616
 QF1865
 QF1865|---------------------------------------------------------------------|
 QF1865| PID    Reference Object                     Distance      Geod. Az  |
 QF1865|                                                           dddmmss.s |
 QF1865| QF1861 REFERENCE MON 23=MONIMI             198.131 METERS 01956     |
 QF1865| QF1862 WATSON IBC                          119.038 METERS 03328     |
 QF1865| QF1860 WET IBC                             128.414 METERS 07901     |
 QF1865| QF1869 FARE IBC                            136.981 METERS 22251     |
 QF1865| QF1874 REFERENCE MON 24=PIERRE             299.592 METERS 25607     |
 QF1865| QF1875 FLAT IBC                            408.721 METERS 2644959.1 |
 QF1865| QF1944 NEWER IBC                            66.445 METERS 31034     |
 QF1865|---------------------------------------------------------------------|
 QF1865
 QF1865                          SUPERSEDED SURVEY CONTROL
 QF1865
 QF1865  NAD 83(1992)-  45 49 08.73083(N)    067 45 52.08170(W) AD(       ) 3
 QF1865  NAD 83(1986)-  45 49 08.73616(N)    067 45 52.10176(W) AD(       ) 3
 QF1865  NAD 27      -  45 49 08.52638(N)    067 45 54.06094(W) AD(       ) 3
 QF1865
 QF1865.Superseded values are not recommended for survey control.
 QF1865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1865.See file dsdata.txt to determine how the superseded data were derived.
 QF1865
 QF1865_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9598174690(NAD 83)
 QF1865_MARKER: DD = SURVEY DISK
 QF1865_SETTING: 80 = SET IN A BOULDER
 QF1865_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF1865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1865+STABILITY: SURFACE MOTION
 QF1865
 QF1865  HISTORY     - Date     Condition        Report By
 QF1865  HISTORY     - 1912     MONUMENTED       IBC
 QF1865  HISTORY     - 1955     GOOD             IBC
 QF1865
 QF1865                          STATION DESCRIPTION
 QF1865
 QF1865'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (JEM)
 QF1865'ON THE CANADIAN SHORE OF THE THOROUGHFARE, JUST BELOW THE FIRST COVE
 QF1865'BELOW THE OUTLET OF NORTH LAKE.  THE STATION IS ON A GREAT BLOCK OF
 QF1865'GRAY GRANITE JUST OPPOSITE A WOODED POINT ON THE UNITED STATES SHORE
 QF1865'AND IS 130 METERS FROM THE NORTH LAKE OUTLET.  THE SIZE OF THE ROCK
 QF1865'EASILY IDENTIFIES THE STATION.
 QF1865'
 QF1865'STATION MARK IS A BRONZE DISK MARKED---U.S. AND C.B. SURVEY---SET IN
 QF1865'A DRILL HOLE IN THE ROCK.  THE ROCK IS SURROUNDED BY WATER WHEN IT IS
 QF1865'HIGH.
 QF1865
 QF1865                          STATION RECOVERY (1955)
 QF1865
 QF1865'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1865'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2588 ***********************************************************************
 PE2588  DESIGNATION -  PIER
 PE2588  PID         -  PE2588
 PE2588  STATE/COUNTY-  ME/KNOX
 PE2588  USGS QUAD   -  NORTH HAVEN WEST (1983)
 PE2588
 PE2588                         *CURRENT SURVEY CONTROL
 PE2588  ___________________________________________________________________
 PE2588* NAD 83(1996)-  44 09 09.27703(N)    068 52 55.25130(W)     ADJUSTED  
 PE2588* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 PE2588  ___________________________________________________________________
 PE2588  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 PE2588  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 PE2588
 PE2588  HORZ ORDER  -  THIRD
 PE2588
 PE2588.The horizontal coordinates were established by classical geodetic methods
 PE2588.and adjusted by the National Geodetic Survey in March 1998..
 PE2588
 PE2588.The orthometric height was scaled from a topographic map.
 PE2588
 PE2588.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2588
 PE2588.The geoid height was determined by GEOID03.
 PE2588
 PE2588;                    North         East     Units Scale Factor Converg.
 PE2588;SPC ME E     -    54,055.287   269,441.769   MT  0.99991148   -0 15 58.0
 PE2588;UTM  19      - 4,888,826.221   509,435.128   MT  0.99960109   +0 04 55.9
 PE2588
 PE2588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2588!SPC ME E     -   1.00000295  x   0.99991148  =   0.99991442
 PE2588!UTM  19      -   1.00000295  x   0.99960109  =   0.99960403
 PE2588
 PE2588                          SUPERSEDED SURVEY CONTROL
 PE2588
 PE2588  NAD 83(1992)-  44 09 09.28253(N)    068 52 55.23016(W) AD(       ) 3
 PE2588  NAD 83(1986)-  44 09 09.28392(N)    068 52 55.23363(W) AD(       ) 3
 PE2588
 PE2588.Superseded values are not recommended for survey control.
 PE2588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2588.See file dsdata.txt to determine how the superseded data were derived.
 PE2588
 PE2588_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ0943588826(NAD 83)
 PE2588_MARKER: B = BOLT
 PE2588_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 PE2588_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 PE2588_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PE2588_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE2588
 PE2588  HISTORY     - Date     Condition        Report By
 PE2588  HISTORY     - 1983     MONUMENTED       NOS
 PE2588
 PE2588                          STATION DESCRIPTION
 PE2588
 PE2588'DESCRIBED BY NATIONAL OCEAN SERVICE 1983 (WVH)
 PE2588'THE STATION IS LOCATED IN PULPIT HARBOR ON NORTH HAVEN ISLAND,
 PE2588'MAINE.
 PE2588'
 PE2588'THE STATION IS A CHISLED CROSS ON TOP OF A LARGE EYEBOLT WHICH IS
 PE2588'CEMENTED INTO THE CONCRETE SLAB WHICH MAKES UP THE PIER IN PULPIT
 PE2588'HARBOR.  THE PIER IS CONCRETE AND WOOD.
 PE2588'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 PE2588'THE EYEBOLT IS THE SOUTHERN MOST EYEBOLT OF TWO ON THE PIER.  IT
 PE2588'IS LOCATED 0.880 METER (2.89 FEET) FROM THE NORTHEAST EDGE OF
 PE2588'THE CONCRETE PLATFORM AND 0.850 METER (2.79 FEET) FROM THE
 PE2588'NORTHWEST EDGE OF THE PLATFORM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2455 ***********************************************************************
 PE2455  DESIGNATION -  PIERCE
 PE2455  PID         -  PE2455
 PE2455  STATE/COUNTY-  ME/SAGADAHOC
 PE2455  USGS QUAD   -  BOWDOINHAM (1980)
 PE2455
 PE2455                         *CURRENT SURVEY CONTROL
 PE2455  ___________________________________________________________________
 PE2455* NAD 83(1996)-  44 01 10.34252(N)    069 55 04.83218(W)     ADJUSTED  
 PE2455* NAVD 88     -        58.0    (meters)     190.     (feet)  VERTCON   
 PE2455  ___________________________________________________________________
 PE2455  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 PE2455  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 PE2455
 PE2455  HORZ ORDER  -  SECOND
 PE2455
 PE2455.The horizontal coordinates were established by classical geodetic methods
 PE2455.and adjusted by the National Geodetic Survey in March 1998..
 PE2455
 PE2455.The NAVD 88 height was computed by applying the VERTCON shift value to
 PE2455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PE2455
 PE2455.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2455
 PE2455.The geoid height was determined by GEOID03.
 PE2455
 PE2455;                    North         East     Units Scale Factor Converg.
 PE2455;SPC ME W     -   131,814.432   919,936.681   MT  0.99997155   +0 10 22.1
 PE2455;UTM  19      - 4,874,452.680   426,423.495   MT  0.99966658   -0 38 16.6
 PE2455
 PE2455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2455!SPC ME W     -   0.99999497  x   0.99997155  =   0.99996652
 PE2455!UTM  19      -   0.99999497  x   0.99966658  =   0.99966156
 PE2455
 PE2455|---------------------------------------------------------------------|
 PE2455| PID    Reference Object                     Distance      Geod. Az  |
 PE2455|                                                           dddmmss.s |
 PE2455| CE8614 PIERCE RM 1                           9.982 METERS 02333     |
 PE2455| PE2453 BOWDOINHAM N MUN TANK               302.982 METERS 12217     |
 PE2455| PE2452 BOWDOINHAM S MUN TANK               314.534 METERS 12337     |
 PE2455| PE2454 PIERCE PT A                          11.383 METERS 23003     |
 PE2455| CE8613 PIERCE AZ MK                                       3303031.5 |
 PE2455|---------------------------------------------------------------------|
 PE2455
 PE2455                          SUPERSEDED SURVEY CONTROL
 PE2455
 PE2455  NAD 83(1992)-  44 01 10.34137(N)    069 55 04.83170(W) AD(       ) 2
 PE2455  NAD 83(1986)-  44 01 10.34678(N)    069 55 04.83671(W) AD(       ) 2
 PE2455  NAD 27      -  44 01 10.06871(N)    069 55 06.65606(W) AD(       ) 2
 PE2455  NGVD 29 (07/19/86)   58.2    (m)          191.     (f) VERT ANG       
 PE2455
 PE2455.Superseded values are not recommended for survey control.
 PE2455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2455.See file dsdata.txt to determine how the superseded data were derived.
 PE2455
 PE2455_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ2642374453(NAD 83)
 PE2455_MARKER: DD = SURVEY DISK
 PE2455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE2455_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PE2455
 PE2455  HISTORY     - Date     Condition        Report By
 PE2455  HISTORY     - 1975     MONUMENTED       MEDT
 PE2455
 PE2455                          STATION DESCRIPTION
 PE2455
 PE2455'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975 (RCA)
 PE2455'THE STATION IS LOCATED IN THE TOWN OF BOWDOINHAM ON THE EAST SIDE
 PE2455'OF THE NORTHBOUND ENTRANCE RAMP, OF INTERSTATE HIGHWAY 95, AT THE
 PE2455'BOWDOINHAM INTERCHANGE.  IT IS ABOUT 3/4 MILE NORTHWEST OF
 PE2455'BOWDOINHAM, 4 MILES WEST OF ABAGADASSET POINT, 2-3/4 MILES NORTH
 PE2455'OF SPRAGUE HILL, AND IN THE SOUTHWEST SECTION OF BOWDOINHAM, AND
 PE2455'ON LAND OWNED BY THE STATE OF MAINE.
 PE2455'
 PE2455'TO REACH THE STATION MARK FROM THE NORTHBOUND OVERPASS OF
 PE2455'INTERSTATE HIGHWAY 95 AT THE BOWDOINHAM INTERCHANGE, GO EAST FOR
 PE2455'0.05 MILE ON STATE ROUTE NUMBER 138, TO THE INTERSECTION OF STATE
 PE2455'ROUTE NUMBER 138 AND INTERSTATE HIGHWAY 95 NORTHBOUND ENTRANCE
 PE2455'RAMP, TURN LEFT AND GO NORTHWESTERLY ON SAID RAMP FOR 0.20 MILE
 PE2455'TO THE STATION MARK ON THE RIGHT.
 PE2455'
 PE2455'THE STATION MARK IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 PE2455'DISC STAMPED PIERCE 1974, SET IN A CYLINDRICAL CONCRETE POST
 PE2455'(12-INCH), THE POST IS SET FLUSH WITH THE GROUND.  THE SUBSURFACE
 PE2455'MARK IS AN ALUMINUM DISC STAMPED PIERCE 1974 SET IN AN IRREGULAR
 PE2455'MASS OF CONCRETE ABOUT 53 INCHES BELOW THE SURFACE OF THE
 PE2455'GROUND.  IT IS 5.7 FEET WEST OF A METAL WITNESS POST, 13.8 FEET
 PE2455'WEST OF A WOVEN WIRE FENCE, AND 101.0 FEET EAST OF THE EASTERLY
 PE2455'EDGE OF PAVEMENT, OF THE NORTHBOUND ENTRANCE RAMP OF
 PE2455'INTERSTATE HIGHWAY 95.
 PE2455'
 PE2455'THE AZIMUTH MARK IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 PE2455'DISC SET IN A 12-INCH CYLINDRICAL CONCRETE POST, SET FLUSH WITH
 PE2455'THE GROUND, STAMPED AZ MK PIERCE 1974.  IT IS 6.2 FEET SOUTHWEST
 PE2455'OF A METAL WITNESS POST, 21.2 FEET NORTH OF POWER POLE NUMBER
 PE2455'23-S, 4.0 FEET SOUTHWEST OF THE EDGE OF THE WOODS, AND 6.5 FEET
 PE2455'NORTHEAST OF THE CENTERLINE OF STATE ROUTE NUMBER 125.
 PE2455'
 PE2455'REFERENCE MARK 1 IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 PE2455'DISC SET IN A 12-INCH CYLINDRICAL CONCRETE POST THAT IS SET FLUSH
 PE2455'WITH THE GROUND, STAMPED RM 1 PIERCE 1974.  IT IS 2.0 FEET WEST
 PE2455'OF A WOVEN WIRE FENCE, AND 112.8 FEET EAST OF THE EASTERLY EDGE
 PE2455'OF PAVEMENT, OF THE NORTHBOUND ENTRANCE RAMP OF INTERSTATE
 PE2455'HIGHWAY 95.
 PE2455'
 PE2455'TO REACH THE AZIMUTH MARK FROM THE NORTHBOUND OVERPASS OF
 PE2455'INTERSTATE HIGHWAY 95 AT THE BOWDOINHAM INTERCHANGE, GO WEST ON
 PE2455'STATE ROUTE NUMBER 138 FOR 0.15 MILE TO A SIDE ROAD RIGHT, (STATE
 PE2455'ROUTE NUMBER 125), TURN RIGHT ONTO STATE ROUTE NUMBER 125 AND GO
 PE2455'NORTHWEST FOR 0.60 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 PE2455'
 PE2455'ONLY ONE REFERENCE MARK WAS SET AT THIS TIME.
 PE2455'
 PE2455'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1867 ***********************************************************************
 OC1867  DESIGNATION -  PIG KNOLL
 OC1867  PID         -  OC1867
 OC1867  STATE/COUNTY-  ME/CUMBERLAND
 OC1867  USGS QUAD   -  PORTLAND WEST (1978)
 OC1867
 OC1867                         *CURRENT SURVEY CONTROL
 OC1867  ___________________________________________________________________
 OC1867* NAD 83(1996)-  43 37 53.52173(N)    070 21 20.25135(W)     ADJUSTED  
 OC1867* NAVD 88     -        51.3    (meters)     168.     (feet)  VERTCON   
 OC1867  ___________________________________________________________________
 OC1867  LAPLACE CORR-           3.96  (seconds)                    DEFLEC99
 OC1867  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 OC1867
 OC1867  HORZ ORDER  -  SECOND
 OC1867
 OC1867.The horizontal coordinates were established by classical geodetic methods
 OC1867.and adjusted by the National Geodetic Survey in March 1998..
 OC1867
 OC1867.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC1867.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC1867
 OC1867.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1867
 OC1867.The geoid height was determined by GEOID03.
 OC1867
 OC1867;                    North         East     Units Scale Factor Converg.
 OC1867;SPC ME W     -    88,692.287   884,751.370   MT  0.99996953   -0 07 49.4
 OC1867;UTM  19      - 4,831,842.199   390,643.075   MT  0.99974710   -0 56 07.8
 OC1867
 OC1867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1867!SPC ME W     -   0.99999608  x   0.99996953  =   0.99996561
 OC1867!UTM  19      -   0.99999608  x   0.99974710  =   0.99974318
 OC1867
 OC1867|---------------------------------------------------------------------|
 OC1867| PID    Reference Object                     Distance      Geod. Az  |
 OC1867|                                                           dddmmss.s |
 OC1867| CE8377 PIG KNOLL RM 2                       15.937 METERS 00228     |
 OC1867| OC1848 MEDICAL                             APPROX. 6.9 KM 0692212.6 |
 OC1867| CE8376 PIG KNOLL RM 1                       22.387 METERS 30655     |
 OC1867| OC1849 SWAN                                APPROX. 2.6 KM 3490010.0 |
 OC1867|---------------------------------------------------------------------|
 OC1867
 OC1867                          SUPERSEDED SURVEY CONTROL
 OC1867
 OC1867  NAD 83(1992)-  43 37 53.52044(N)    070 21 20.25232(W) AD(       ) 2
 OC1867  NAD 83(1986)-  43 37 53.52652(N)    070 21 20.25806(W) AD(       ) 2
 OC1867  NAD 27      -  43 37 53.23585(N)    070 21 22.08635(W) AD(       ) 2
 OC1867  NGVD 29 (07/19/86)   51.5    (m)          169.     (f) VERT ANG       
 OC1867
 OC1867.Superseded values are not recommended for survey control.
 OC1867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1867.See file dsdata.txt to determine how the superseded data were derived.
 OC1867
 OC1867_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9064331842(NAD 83)
 OC1867_MARKER: DS = TRIANGULATION STATION DISK
 OC1867_SETTING: 66 = SET IN ROCK OUTCROP
 OC1867
 OC1867  HISTORY     - Date     Condition        Report By
 OC1867  HISTORY     - 1976     MONUMENTED       NGS
 OC1867
 OC1867                          STATION DESCRIPTION
 OC1867
 OC1867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC1867'THE STATION IS LOCATED IN SCARBOROUGH, ABOUT 5.5 MILES
 OC1867'SOUTHWEST OF GORHAM, 10.25 MILES NORTHEAST OF SACO AND 4
 OC1867'MILES WEST OF SOUTH PORTLAND.
 OC1867'
 OC1867'TO REACH THE STATION FROM THE JUNCTION OF U.S.
 OC1867'ROUTE 1 AND STATE ROUTES 9, 114 AND 207 AT OAK
 OC1867'HILL IN SCARBOROUGH, PROCEED NORTHERLY ON ROUTE 114
 OC1867'FOR 2.05 MILES TO A FORK IN THE ROAD.  BEAR RIGHT ONTO
 OC1867'SPRING STREET AND PROCEED FOR 0.10 MILE TO A CROSSROAD
 OC1867'(MUSSEY ROAD). GO STRAIGHT, STAYING ON SPRING STREET
 OC1867'FOR 0.50 MILE TO A T-INTERSECTION (PAYNE ROAD).  TURN
 OC1867'RIGHT ONTO PAYNE ROAD AND PROCEED FOR 0.05 MILE TO
 OC1867'JUNCTION WITH SPRING STREET AGAIN ON THE LEFT. TURN LEFT
 OC1867'AND PROCEED NORTHERLY ON SPRING STREET, CROSSING THE
 OC1867'MAINE TURNPIKE, FOR 0.60 MILE TO ANOTHER CROSSROAD (RUNNING
 OC1867'HILL ROAD). TURN LEFT ONTO RUNNING HILL ROAD AND PROCEED
 OC1867'FOR 0.35 MILE TO THE TOP OF A HILL AND THE STATION
 OC1867'MARK ON THE LEFT.
 OC1867'
 OC1867'THE STATION MARK IS A STANDARD DISK STAMPED--PIG
 OC1867'KNOLL 1976--CEMENTED IN A DRILL HOLE IN OUTCROPPING
 OC1867'BEDROCK. IT IS 24.7 FEET SOUTH OF THE CENTERLINE OF
 OC1867'RUNNING HILL ROAD, 29.4 FEET EAST-SOUTHEAST OF TELEPHONE
 OC1867'POLE NUMBER 43 AND 69.3 FEET WEST OF A 32-INCH OAK TREE.
 OC1867'
 OC1867'REFERENCE MARK 1 IS A STANDARD DISK STAMPED--PIG KNOLL
 OC1867'NO 1 1976--CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 OC1867'IT IS 34.5 FEET NORTH OF THE CENTERLINE OF RUNNING HILL
 OC1867'ROAD, 53.7 FEET NORTH-NORTHWEST OF TELEPHONE POLE
 OC1867'NUMBER 43 AND ABOUT 4 FEET BELOW THE LEVEL OF THE
 OC1867'STATION MARK.
 OC1867'
 OC1867'REFERENCE MARK 2 IS A STANDARD DISK STAMPED--PIG KNOLL
 OC1867'NO 2 1976--CEMENTED IN A DRILL HOLE IN A BOULDER.  IT IS
 OC1867'25.0 FEET NORTH OF THE CENTERLINE OF RUNNING HILL ROAD,
 OC1867'62.0 FEET NORTHEAST OF TELEPHONE POLE NUMBER 43 AND
 OC1867'6.1 FEET SOUTH FOOT A METAL WITNESS POST.
 OC1867'
 OC1867'STATIONS SWAN MEDOT 1975 AND MEDICAL MEDOT 1975 MAY
 OC1867'BE USED AS AZIMUTHS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1071 ***********************************************************************
 PD1071  DESIGNATION -  PIGEON
 PD1071  PID         -  PD1071
 PD1071  STATE/COUNTY-  ME/WASHINGTON
 PD1071  USGS QUAD   -  PETIT MANAN POINT (1977)
 PD1071
 PD1071                         *CURRENT SURVEY CONTROL
 PD1071  ___________________________________________________________________
 PD1071* NAD 83(1996)-  44 27 18.45077(N)    067 53 22.12768(W)     ADJUSTED  
 PD1071* NAVD 88     -        95.7    (meters)     314.     (feet)  VERTCON   
 PD1071  ___________________________________________________________________
 PD1071  LAPLACE CORR-           4.41  (seconds)                    DEFLEC99
 PD1071  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 PD1071
 PD1071  HORZ ORDER  -  FIRST
 PD1071
 PD1071.The horizontal coordinates were established by classical geodetic methods
 PD1071.and adjusted by the National Geodetic Survey in March 1998..
 PD1071
 PD1071.The NAVD 88 height was computed by applying the VERTCON shift value to
 PD1071.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PD1071
 PD1071.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1071
 PD1071.The geoid height was determined by GEOID03.
 PD1071
 PD1071;                    North         East     Units Scale Factor Converg.
 PD1071;SPC ME E     -    87,780.871   348,586.783   MT  0.99992902   +0 25 39.3
 PD1071;UTM  19      - 4,923,024.314   588,351.652   MT  0.99969600   +0 46 40.1
 PD1071
 PD1071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD1071!SPC ME E     -   0.99998869  x   0.99992902  =   0.99991771
 PD1071!UTM  19      -   0.99998869  x   0.99969600  =   0.99968469
 PD1071
 PD1071:                Primary Azimuth Mark                     Grid Az
 PD1071:SPC ME E     -  MILLBRIDGE CHURCH 1 CONG                 002 47 01.1
 PD1071:UTM  19      -  MILLBRIDGE CHURCH 1 CONG                 002 26 00.3
 PD1071
 PD1071|---------------------------------------------------------------------|
 PD1071| PID    Reference Object                     Distance      Geod. Az  |
 PD1071|                                                           dddmmss.s |
 PD1071| PD1164 MILLBRIDGE CHURCH 1 CONG            APPROX. 9.3 KM 0031240.4 |
 PD1071| PD1163 MILL RIVER CHURCH W HARRINGTON      APPROX.16.3 KM 0123553.0 |
 PD1071| PD1152 HARRINGTON WHITE CHURCH SPIRE       APPROX.19.2 KM 0183251.0 |
 PD1071| PD1153 HARRINGTON CHURCH                   APPROX.19.5 KM 0193637.7 |
 PD1071| CE8615 PIGEON RM 1                          11.724 METERS 05822     |
 PD1071| PD1060 POND ISLAND HOUSE CUPOLA FLAG       APPROX. 4.2 KM 0784903.7 |
 PD1071| CE8616 PIGEON RM 2                          10.744 METERS 13532     |
 PD1071| PD1067 PETIT MANAN LIGHTHOUSE              APPROX. 9.9 KM 1681750.8 |
 PD1071| PD1070 PIGEON HILL BAY W HSE CHIM          APPROX. 1.5 KM 1823622.1 |
 PD1071| PD1085 DYER BAY E SIDE OF HSE CHIM         APPROX. 4.0 KM 2015807.1 |
 PD1071| PD1084 DYER BAY BARN SIDE W GABLE          APPROX. 2.9 KM 2140317.2 |
 PD1071| PD1079 BEE                                 APPROX. 9.5 KM 2210159.7 |
 PD1071| PD1081 DYER BAY HOUSE W SIDE N CHIM        APPROX. 5.0 KM 2210420.8 |
 PD1071| PD1088 PIGEON HILL BAY HSE WHITE CHIM      APPROX. 3.9 KM 3544646.4 |
 PD1071| CE8617 PIGEON RM 3                          10.100 METERS 35619     |
 PD1071|---------------------------------------------------------------------|
 PD1071
 PD1071                          SUPERSEDED SURVEY CONTROL
 PD1071
 PD1071  NAD 83(1992)-  44 27 18.44797(N)    067 53 22.12937(W) AD(       ) 1
 PD1071  NAD 83(1986)-  44 27 18.44488(N)    067 53 22.13347(W) AD(       ) 1
 PD1071  NAD 27      -  44 27 18.16000(N)    067 53 24.12200(W) AD(       ) 1
 PD1071  NGVD 29 (07/19/86)   95.9    (m)          315.     (f) VERT ANG       
 PD1071
 PD1071.Superseded values are not recommended for survey control.
 PD1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1071.See file dsdata.txt to determine how the superseded data were derived.
 PD1071
 PD1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK8835223024(NAD 83)
 PD1071_MARKER: B = BOLT
 PD1071_SETTING: 66 = SET IN ROCK OUTCROP
 PD1071_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 PD1071_MAGNETIC: I = MARKER IS A STEEL ROD
 PD1071_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD1071+STABILITY: POSITION/ELEVATION WELL
 PD1071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PD1071+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2004
 PD1071
 PD1071  HISTORY     - Date     Condition        Report By
 PD1071  HISTORY     - 1855     MONUMENTED       CGS
 PD1071  HISTORY     - 1913     GOOD             CGS
 PD1071  HISTORY     - 1929     MARK NOT FOUND   MEGS
 PD1071  HISTORY     - 1931     GOOD             MEGS
 PD1071  HISTORY     - 1934     GOOD             CGS
 PD1071  HISTORY     - 1945     GOOD             CGS
 PD1071  HISTORY     - 1970     SEE DESCRIPTION  NGS
 PD1071  HISTORY     - 1986     GOOD             NOS
 PD1071  HISTORY     - 19950819 GOOD             USPSQD
 PD1071  HISTORY     - 20040405 GOOD             USPSQD
 PD1071
 PD1071                          STATION DESCRIPTION
 PD1071
 PD1071'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 PD1071'STATION IS ON THE SUMMIT OF THE VERY PROMINENT AND COMMANDING
 PD1071'HILL OF THAT NAME, WHICH IS ON THE W SIDE OF PIGEON HILL BAY,
 PD1071'ABOUT 5/8 MILE WNW OF CHITMAN POINT AND ABOUT 5-1/2 MILES S OF
 PD1071'MILLBRIDGE.  THE SUMMIT IS ALMOST FREE FROM TIMBER AND
 PD1071'BRUSH.  THE STATION IS ON A PROMINENT BARE LEDGE AT THE HIGHEST
 PD1071'PART OF THE HILL AND IS MARKED BY A COPPER BOLT SET IN A HOLE
 PD1071'IN A ROCK AND SURROUNDED BY A TRIANGLE CUT IN THE ROCK.  THE
 PD1071'BOLT HAS A LARGE HEAD WITH A CROSS CUT IN IT.  THE STATION IS
 PD1071'READILY REACHED FROM THE ROAD WHICH RUNS ALONG THE E SIDE OF
 PD1071'THE HILL BY LEAVING THE ROAD NEAR A SMALL GRAVEYARD, WHICH
 PD1071'IS ON THE RIDGE ABOUT SE OF THE STATION, AND FOLLOWING THE
 PD1071'RIDGE TO THE SUMMIT.
 PD1071
 PD1071                          STATION RECOVERY (1929)
 PD1071
 PD1071'RECOVERY NOTE BY MAINE GEODETIC SURVEY 1929
 PD1071'A CAIRN CONSISTING OF STONES PILED AROUND THE FOOT OF A
 PD1071'WEATHER-BEATEN BRACED-POLE SIGNAL WAS FOUND AT THE SUPPOSED
 PD1071'SITE OF THE STATION.
 PD1071'
 PD1071'THE STATION MARK WAS NOT SEEN, AS THE CAIRN WOULD HAVE HAD TO
 PD1071'BE ALMOST WHOLLY REMOVED TO MAKE IT VISIBLE.  THE SUMMIT OF THE
 PD1071'HILL IS CLEAR, WITH AN UNOBSTRUCTED VIEW IN ALL DIRECTIONS.
 PD1071
 PD1071                          STATION RECOVERY (1931)
 PD1071
 PD1071'RECOVERY NOTE BY MAINE GEODETIC SURVEY 1931
 PD1071'THE STATION IS COVERED BY A CAIRN, WHICH SUPPORTS A
 PD1071'WEATHER-BEATEN SIGNAL POLE.  BY REMOVING SOME OF THE STONES I
 PD1071'WAS ABLE TO SEE THE STATION BOLT, WHICH WAS IN GOOD CONDITION,
 PD1071'EVEN THE CROSSLINES ON THE HEAD BEING STILL VISIBLE.  I
 PD1071'REPLACED THE STONES.
 PD1071'
 PD1071'THE TOP OF THE HILL IS OPEN AND THE STATION MAY EASILY BE FOUND.
 PD1071'
 PD1071'IT MAY BE REACHED AS STATED IN THE ORIGINAL DESCRIPTION, OR BY
 PD1071'FOLLOWING AN OLD ROAD WHICH LEADS PART WAY UP THE HILL, FROM A
 PD1071'POINT ABOUT A MILE N OF THE SMALL CEMETERY REFERRED TO IN THE
 PD1071'DESCRIPTION.  THIS HIGHWAY IS LONGER, BUT NOT AS ROUGH AND STEEP
 PD1071'AS THE ONE MENTIONED IN THE DESCRIPTION.
 PD1071
 PD1071                          STATION RECOVERY (1934)
 PD1071
 PD1071'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PD1071'ON THE VERY PROMINENT HILL KNOWN AS PIGEON HILL, ON THE W SIDE
 PD1071'OF PIGEON HILL BAY AND BETWEEN THIS BAY AND CARRYING PLACE
 PD1071'COVE.  THE HILL IS PRACTICALLY BARE ON TOP WITH THE EXCEPTION
 PD1071'OF SOME SMALL BUSHES AND ONE OR TWO TREES.  THE COPPER BOLT
 PD1071'MARKING THE STATION WAS RECOVERED IN GOOD CONDITION AND LEFT IN
 PD1071'PLACE.
 PD1071'
 PD1071'THREE REFERENCE MARKS, STANDARD BRONZE DISKS IN DRILL HOLES IN
 PD1071'OUTCROPPING BEDROCK, WERE ESTABLISHED IN THE SURROUNDING
 PD1071'LEDGE.  ALL THREE ARE ON THE BARE LEDGE WHERE THERE IS LITTLE
 PD1071'CHANCE OF THEIR EVER BEING COVERED UP.
 PD1071'
 PD1071'TO REACH THE STATION FROM STEUBEN, GO E ON HIGHWAY 1 3 MILES
 PD1071'AND TURN RIGHT AT SIGN PENZANCE IN MAINE.  FOLLOW THIS ROAD 1.3
 PD1071'MILES AND KEEP MAIN ROAD AT SCHOOLHOUSE.  CONTINUE 2.2 MILES TO
 PD1071'THE SECOND OF TWO GRAVEL PITS AND TURN RIGHT AT AN OLD GARAGE
 PD1071'ON WOODS ROAD AT N END OF THE PIT.  FOLLOW THIS ROAD AS FAR AS
 PD1071'POSSIBLE IN THE TRUCK, THEN CONTINUE ON FOOT TO THE TOP OF THE
 PD1071'HILL.
 PD1071'
 PD1071'A 20-FOOT SIGNAL WAS ERECTED OVER THE STATION.
 PD1071
 PD1071                          STATION RECOVERY (1945)
 PD1071
 PD1071'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (FLP)
 PD1071'STATION AND REFERENCE MARKS RECOVERED IN GOOD
 PD1071'CONDITION.  PRESENT DESCRIPTION ADEQUATE.  DISTANCES TO
 PD1071'REFERENCE MARKS CHECK.
 PD1071
 PD1071                          STATION RECOVERY (1970)
 PD1071
 PD1071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 PD1071'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION,
 PD1071'HOWEVER AN ERROR WAS NOTED IN THE 1934 DESCRIPTION AS
 PD1071'FOLLOWS--THE DISTANCE 11.335 METERS, LISTED AS BEING FROM
 PD1071'R.M. NO. 2 TO R.M. NO. 3, SHOULD READ R.M. NO. 1 TO R.M. NO. 3.  A
 PD1071'COMPLETE DESCRIPTION FOLLOWS--
 PD1071'
 PD1071'STATION IS LOCATED ON PIGEON HILL, ALONG THE WEST SIDE OF
 PD1071'PIGEON HILL BAY, AND BORDERED ON THE SOUTHWEST SIDE BY CARRYING
 PD1071'PLACE COVE.  THE HILLTOP IS FAIRLY OPEN FROM SOUTHEAST AROUND
 PD1071'CLOCKWISE TO THE NORTHWEST, BUT THE NORTHEAST AND EAST PART HAS
 PD1071'TALL BRUSH, FAIRLY DENSE, OBSTRUCTING THE VIEW.
 PD1071'
 PD1071'TO REACH STATION FROM THE POST OFFICE IN MILLBRIDGE, GO SOUTH
 PD1071'ON U.S. HIGHWAY 1 FOR 2.5 MILES.  TAKE MACADAM SIDE ROAD LEFT
 PD1071'AND GO SOUTH FOR 4.5 MILES TO A GRAVEL SIDE ROAD LEFT, AND END
 PD1071'OF TRUCK TRAVEL.  PICK UP FAIRLY GOOD TRAIL, JUST BEHIND THE
 PD1071'ROADSIDE BRUSH AT WEST SIDE OF ROAD, AND FOLLOW IT WESTERLY
 PD1071'ABOUT 1/3-MILE TO TOP OF HILL AND STATION.
 PD1071'
 PD1071'STATION MARK IS A ROUND-HEADED, 1-INCH-DIAMETER, COPPER BOLT,
 PD1071'WITH A CROSS IN THE TOP, SET IN A DRILL HOLE IN BEDROCK FLUSH
 PD1071'WITH GROUND.  IT HAS A CAIRN AND LARGE 2 X 4 TARGET CENTERED
 PD1071'OVER IT, AND IS 10 FEET NORTH OF THE CENTER OF THE REMAINS OF
 PD1071'AN OLD CAIRN.
 PD1071'
 PD1071'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED PIGEON NO
 PD1071'1 1934, CEMENTED IN A DRILL HOLE IN BEDROCK, ABOUT 1 FOOT LOWER
 PD1071'THAN STATION MARK.
 PD1071'
 PD1071'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED PIGEON NO
 PD1071'2 1934, CEMENTED IN A DRILL HOLE IN BEDROCK, ABOUT 2-1/2 FEET
 PD1071'LOWER THAN STATION MARK.
 PD1071'
 PD1071'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED PIGEON
 PD1071'NO 3 1934, CEMENTED IN A DRILL HOLE, ON HIGHER PART OF HILL, IN
 PD1071'BEDROCK OUTCROP, ABOUT 1 FOOT HIGHER THAN STATION MARK.
 PD1071'
 PD1071'DISTANCE FROM R.M. NO. 1 TO R.M. NO. 2 = 14.032 METERS.
 PD1071'
 PD1071'DISTANCE FROM R.M. NO. 1 TO R.M. NO. 3 = 11.333 METERS.
 PD1071'AIR DIST 6 MILES SOUTH OF MILLBRIDGE.
 PD1071
 PD1071                          STATION RECOVERY (1986)
 PD1071
 PD1071'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1986 (JED)
 PD1071'THE STATION WAS RECOVERED AT THIS DATE.
 PD1071'STATION AND RM 1, RM 2, AND RM 3 WERE RECOVERED IN GOOD CONDITION
 PD1071'BY THE 1970 DESCRIPTION.
 PD1071'
 PD1071'RECOVERED BY JED.
 PD1071
 PD1071                          STATION RECOVERY (1995)
 PD1071
 PD1071'RECOVERY NOTE BY US POWER SQUADRON 1995
 PD1071'RECOVERED IN GOOD CONDITION.
 PD1071
 PD1071                          STATION RECOVERY (2004)
 PD1071
 PD1071'RECOVERY NOTE BY US POWER SQUADRON 2004 (SWL)
 PD1071'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1088 ***********************************************************************
 PD1088  DESIGNATION -  PIGEON HILL BAY HSE WHITE CHIM
 PD1088  PID         -  PD1088
 PD1088  STATE/COUNTY-  ME/WASHINGTON
 PD1088  USGS QUAD   -  PETIT MANAN POINT (1977)
 PD1088
 PD1088                         *CURRENT SURVEY CONTROL
 PD1088  ___________________________________________________________________
 PD1088* NAD 83(1996)-  44 29 23.95165(N)    067 53 38.14653(W)     ADJUSTED  
 PD1088* NAVD 88     -                                                        
 PD1088  ___________________________________________________________________
 PD1088  LAPLACE CORR-           4.99  (seconds)                    DEFLEC99
 PD1088  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 PD1088
 PD1088  HORZ ORDER  -  THIRD
 PD1088
 PD1088.The horizontal coordinates were established by classical geodetic methods
 PD1088.and adjusted by the National Geodetic Survey in March 1998..
 PD1088
 PD1088
 PD1088.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1088
 PD1088.The geoid height was determined by GEOID03.
 PD1088
 PD1088;                    North         East     Units Scale Factor Converg.
 PD1088;SPC ME E     -    91,651.700   348,203.960   MT  0.99992857   +0 25 29.0
 PD1088;UTM  19      - 4,926,891.827   587,945.264   MT  0.99969511   +0 46 30.6
 PD1088
 PD1088                          SUPERSEDED SURVEY CONTROL
 PD1088
 PD1088  NAD 83(1992)-  44 29 23.94921(N)    067 53 38.14779(W) AD(       ) 4
 PD1088  NAD 83(1986)-  44 29 23.94629(N)    067 53 38.15168(W) AD(       ) 4
 PD1088  NAD 27      -  44 29 23.64000(N)    067 53 40.15000(W) AD(       ) 3
 PD1088
 PD1088.Superseded values are not recommended for survey control.
 PD1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1088.See file dsdata.txt to determine how the superseded data were derived.
 PD1088
 PD1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK8794526892(NAD 83)
 PD1088
 PD1088  HISTORY     - Date     Condition        Report By
 PD1088  HISTORY     - UNK      MONUMENTED
 PD1088  HISTORY     - 1913     SEE DESCRIPTION  CGS
 PD1088  HISTORY     - 1945     SEE DESCRIPTION  CGS
 PD1088
 PD1088                          STATION DESCRIPTION
 PD1088
 PD1088'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 PD1088'STATION IS ONE OF TWO CHIMNEYS ON A VERY OLD DILAPIDATED HOUSE
 PD1088'AT THE HEAD OF PIGEON HILL BAY, ABOUT 1/4 MILE E OF THE N AND S
 PD1088'ROAD TO PETIT MANAN POINT, AND ABOUT 100 METERS S OF THE ROAD
 PD1088'FROM WEYMAN TO THE ROAD ABOVE MENTIONED.  IN 1913 IT IS NOT
 PD1088'CERTAIN WHICH OF THE TWO CHIMNEYS IS THE STATION.
 PD1088
 PD1088                          STATION RECOVERY (1945)
 PD1088
 PD1088'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (FLP)
 PD1088'THIS STATION STATION SHOULD BE CONSIDERED LOST FOR TWO
 PD1088'REASONS--
 PD1088'
 PD1088'1.  1913 RECOVERY PARTY COULD NOT DETERMINE WHICH OF THE TWO
 PD1088'HOUSE CHIMNEYS WAS THE ORIGINAL STATION.
 PD1088'
 PD1088'2.  THE W CHIMNEY BLEW DOWN APPROXIMATELY 8 YEARS AGO
 PD1088'ACCORDING TO THE PRESENT OCCUPANT, WHO HAS LIVED IN THE HOUSE
 PD1088'SINCE 1855.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1070 ***********************************************************************
 PD1070  DESIGNATION -  PIGEON HILL BAY W HSE CHIM
 PD1070  PID         -  PD1070
 PD1070  STATE/COUNTY-  ME/WASHINGTON
 PD1070  USGS QUAD   -  PETIT MANAN POINT (1977)
 PD1070
 PD1070                         *CURRENT SURVEY CONTROL
 PD1070  ___________________________________________________________________
 PD1070* NAD 83(1996)-  44 26 29.43149(N)    067 53 25.24209(W)     ADJUSTED  
 PD1070* NAVD 88     -                                                        
 PD1070  ___________________________________________________________________
 PD1070  LAPLACE CORR-           4.31  (seconds)                    DEFLEC99
 PD1070  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 PD1070
 PD1070  HORZ ORDER  -  THIRD
 PD1070
 PD1070.The horizontal coordinates were established by classical geodetic methods
 PD1070.and adjusted by the National Geodetic Survey in March 1998..
 PD1070
 PD1070
 PD1070.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1070
 PD1070.The geoid height was determined by GEOID03.
 PD1070
 PD1070;                    North         East     Units Scale Factor Converg.
 PD1070;SPC ME E     -    86,267.431   348,529.208   MT  0.99992895   +0 25 36.8
 PD1070;UTM  19      - 4,921,510.904   588,303.340   MT  0.99969589   +0 46 37.2
 PD1070
 PD1070                          SUPERSEDED SURVEY CONTROL
 PD1070
 PD1070  NAD 83(1992)-  44 26 29.42863(N)    067 53 25.24397(W) AD(       ) 4
 PD1070  NAD 83(1986)-  44 26 29.42550(N)    067 53 25.24826(W) AD(       ) 4
 PD1070  NAD 27      -  44 26 29.13000(N)    067 53 27.25000(W) AD(       ) 3
 PD1070
 PD1070.Superseded values are not recommended for survey control.
 PD1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1070.See file dsdata.txt to determine how the superseded data were derived.
 PD1070
 PD1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK8830321511(NAD 83)
 PD1070
 PD1070  HISTORY     - Date     Condition        Report By
 PD1070  HISTORY     - UNK      MONUMENTED
 PD1070  HISTORY     - 1913     SEE DESCRIPTION  CGS
 PD1070  HISTORY     - 1945     SEE DESCRIPTION  CGS
 PD1070  HISTORY     - 19950819 MARK NOT FOUND   USPSQD
 PD1070
 PD1070                          STATION DESCRIPTION
 PD1070
 PD1070'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 PD1070'THE CHIMNEY ON THE OLD HOUSE JUST S OF THE CARRYING PLACE, WHICH
 PD1070'JOINS PETIT MANAN POINT TO THE MAINLAND, ABOUT 1 MILE S OF
 PD1070'THE TOP OF PIGEON HILL, ABOUT 100 METERS W OF A PROMINENT BIGHT
 PD1070'IN THE SHORE LINE OF PIGEON HILL BAY, AND VERY CLOSE TO THE MAIN
 PD1070'ROAD TO PETIT MANAN POINT.
 PD1070
 PD1070                          STATION RECOVERY (1945)
 PD1070
 PD1070'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (FLP)
 PD1070'ORIGINAL DESCRIPTION CHECKS EXCEPT THAT HOUSE IN QUESTION NOW
 PD1070'HAS TWO CHIMNEYS.  OF THESE THE W ONE IS NEW (BUILT TO REPLACE
 PD1070'ONE BLOWN DOWN ACCORDING TO PRESENT OCCUPANTS OF HOUSE) AND THE
 PD1070'E ONE IS AS OLD, AS THE PRESENT OCCUPANTS HAVE LIVED THERE
 PD1070'(10 YEARS).  NO INFORMATION CAN BE FURTHER ASCERTAINED BECAUSE
 PD1070'THE ORIGINAL OWNERS ARE DECEASED AND THE PRESENT LANDLORD CANNOT
 PD1070'BE CONTACTED.  THUS, STATION SHOULD BE CONSIDERED LOST.
 PD1070
 PD1070                          STATION RECOVERY (1995)
 PD1070
 PD1070'RECOVERY NOTE BY US POWER SQUADRON 1995
 PD1070'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2096 ***********************************************************************
 PE2096  DESIGNATION -  PIGEON HILL RESET
 PE2096  PID         -  PE2096
 PE2096  STATE/COUNTY-  ME/KNOX
 PE2096  USGS QUAD   -  NORTH HAVEN WEST (1983)
 PE2096
 PE2096                         *CURRENT SURVEY CONTROL
 PE2096  ___________________________________________________________________
 PE2096* NAD 83(1996)-  44 08 04.78115(N)    068 53 06.85164(W)     ADJUSTED  
 PE2096* NAVD 88     -        46.     (meters)     151.     (feet)  SCALED    
 PE2096  ___________________________________________________________________
 PE2096  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 PE2096  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 PE2096
 PE2096  HORZ ORDER  -  THIRD
 PE2096
 PE2096.The horizontal coordinates were established by classical geodetic methods
 PE2096.and adjusted by the National Geodetic Survey in March 1998..
 PE2096
 PE2096.The orthometric height was scaled from a topographic map.
 PE2096
 PE2096.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2096
 PE2096.The geoid height was determined by GEOID03.
 PE2096
 PE2096;                    North         East     Units Scale Factor Converg.
 PE2096;SPC ME E     -    52,066.003   269,174.687   MT  0.99991168   -0 16 05.7
 PE2096;UTM  19      - 4,886,835.968   509,180.220   MT  0.99960104   +0 04 47.7
 PE2096
 PE2096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2096!SPC ME E     -   0.99999673  x   0.99991168  =   0.99990841
 PE2096!UTM  19      -   0.99999673  x   0.99960104  =   0.99959777
 PE2096
 PE2096:                Primary Azimuth Mark                     Grid Az
 PE2096:SPC ME E     -  NORTH HAVEN BAPTIST CH SPIRE             013 00 46.6
 PE2096:UTM  19      -  NORTH HAVEN BAPTIST CH SPIRE             012 39 53.2
 PE2096
 PE2096|---------------------------------------------------------------------|
 PE2096| PID    Reference Object                     Distance      Geod. Az  |
 PE2096|                                                           dddmmss.s |
 PE2096| PE2104 NORTH HAVEN BAPTIST CH SPIRE        APPROX. 1.8 KM 0124440.9 |
 PE2096| PE2058 NORTH HAVEN WATER TOWER             APPROX. 1.0 KM 0984108.6 |
 PE2096| PE2057 NORTH HAVEN EPIS CH SPIRE           APPROX. 1.1 KM 1255803.1 |
 PE2096| CE8619 PIGEON HILL RM 2                      3.901 METERS 12738     |
 PE2096| PE2095 NORTH HAVEN CATHOLIC CH SPIRE       APPROX. 1.0 KM 1311843.1 |
 PE2096| PE2089 DOG FISH BEACON                     APPROX. 5.5 KM 2184148.5 |
 PE2096| PE2090 FIDDLERS LEDGE STONE BEACON         APPROX. 5.7 KM 2294823.5 |
 PE2096| PE2333 SHEEP ISLAND STEEL BEACON           APPROX.14.9 KM 2405739.6 |
 PE2096|---------------------------------------------------------------------|
 PE2096
 PE2096                          SUPERSEDED SURVEY CONTROL
 PE2096
 PE2096  NAD 83(1992)-  44 08 04.78691(N)    068 53 06.83101(W) AD(       ) 3
 PE2096  NAD 83(1986)-  44 08 04.78935(N)    068 53 06.83373(W) AD(       ) 3
 PE2096  NAD 27      -  44 08 04.49400(N)    068 53 08.72600(W) AD(       ) 3
 PE2096
 PE2096.Superseded values are not recommended for survey control.
 PE2096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2096.See file dsdata.txt to determine how the superseded data were derived.
 PE2096
 PE2096_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ0918086836(NAD 83)
 PE2096
 PE2096  HISTORY     - Date     Condition        Report By
 PE2096  HISTORY     - 1934     MONUMENTED       CGS
 PE2096  HISTORY     - 1911     SEE DESCRIPTION  CGS
 PE2096  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2096  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2096
 PE2096                          STATION DESCRIPTION
 PE2096
 PE2096'DESCRIBED BY COAST AND GEODETIC SURVEY 1911
 PE2096'STATION IS ON A PROMINENT ROCK ON THE SMALL PENINSULA ON THE
 PE2096'S SIDE OF NORTH HAVEN ISLAND AND ON THE E SIDE OF THE SOUTHERN
 PE2096'HARBOR.  IT IS ABOUT 300 METERS FROM THE SHORE OF SOUTHERN
 PE2096'HARBOR AND ABOUT THE SAME DISTANCE FROM THE SHORE OF BROWN COVE
 PE2096'OF FOX ISLAND THOROUGH-FARE, AND 3/4 MILE NW BY N FROM THE
 PE2096'VILLAGE OF NORTH HAVEN.  THE STATION IS MARKED BY A PINE PLUG
 PE2096'DRIVEN INTO THE ROCK WITH FOUR DRILL HOLES AROUND IT FORMING
 PE2096'A SQUARE.
 PE2096
 PE2096                          STATION RECOVERY (1934)
 PE2096
 PE2096'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2096'STATION WAS RECOVERED AS DESCRIBED.  IT IS ON THE HIGH BARE
 PE2096'KNOB OF PIGEON HILL, LOCALLY KNOWN AS AMES POINT WHICH IS
 PE2096'THE HIGHEST POINT ON THE PENINSULA BETWEEN FOX ISLAND
 PE2096'THOROUGHFARE AND SOUTHERN HARBOR, ON THE SE END OF NORTH
 PE2096'HAVEN ISLAND.
 PE2096'
 PE2096'THE STATION, A NEW STANDARD BRONZE DISK WAS SET IN THE DRILL
 PE2096'HOLE WHICH IS IN THE CENTER OF 4 OLD DRILL HOLES WHICH FORM AN
 PE2096'APPROXIMATE SQUARE OF 0.69 METER SIDES.  IT IS ON THE HIGHEST
 PE2096'POINT OF THE KNOB.
 PE2096'
 PE2096'TWO NEW REFERENCE MARKS, STANDARD BRONZE DISKS WEDGED IN
 PE2096'DRILL HOLES IN OUTCROPPING BEDROCK, WERE SET ON THE HIGHEST
 PE2096'POINT, ONE BEING ON THE NE SIDE AND THE OTHER ON THE E SIDE.  A
 PE2096'TARGET WAS SET 5 METERS ABOVE THE STATION AND THE INSTRUMENT 1.5
 PE2096'METERS ABOVE THE STATION.
 PE2096'
 PE2096'TO REACH FROM NORTH HAVEN STEAMBOAT DOCK, FOLLOW HIGHWAY SW
 PE2096'BEYOND CATHOLIC CHURCH ABOUT 1/4 MILE, TURN LEFT AT POLE NO. 323
 PE2096'AND FOLLOW ROAD ALONG POLE LINE ABOUT 1/2 MILE TO POLE
 PE2096'NO. 334.  FROM THIS POINT FOLLOW TRAIL TO TOP OF HIGH KNOLL.
 PE2096
 PE2096                          STATION RECOVERY (1943)
 PE2096
 PE2096'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2096'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN 1934
 PE2096'WITH THE FOLLOWING DISCREPANCY--
 PE2096'
 PE2096'THE HILL IS KNOWN AS AMES KNOB AND NOT AMES POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2569 ***********************************************************************
 OC2569  DESIGNATION -  PIGTAIL
 OC2569  PID         -  OC2569
 OC2569  STATE/COUNTY-  ME/YORK
 OC2569  USGS QUAD   -  SOMERSWORTH (1998)
 OC2569
 OC2569                         *CURRENT SURVEY CONTROL
 OC2569  ___________________________________________________________________
 OC2569* NAD 83(1996)-  43 15 53.91234(N)    070 49 44.70787(W)     ADJUSTED  
 OC2569* NAVD 88     -        51.6    (meters)     169.     (feet)  VERTCON   
 OC2569  ___________________________________________________________________
 OC2569  LAPLACE CORR-           3.35  (seconds)                    DEFLEC99
 OC2569  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 OC2569
 OC2569  HORZ ORDER  -  SECOND
 OC2569
 OC2569.The horizontal coordinates were established by classical geodetic methods
 OC2569.and adjusted by the National Geodetic Survey in March 1998..
 OC2569
 OC2569.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2569
 OC2569.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2569
 OC2569.The geoid height was determined by GEOID03.
 OC2569
 OC2569;                    North         East     Units Scale Factor Converg.
 OC2569;SPC ME W     -    48,164.218   846,220.129   MT  1.00000223   -0 27 14.5
 OC2569;UTM  19      - 4,791,864.818   351,554.924   MT  0.99987107   -1 15 13.8
 OC2569
 OC2569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2569!SPC ME W     -   0.99999610  x   1.00000223  =   0.99999833
 OC2569!UTM  19      -   0.99999610  x   0.99987107  =   0.99986717
 OC2569
 OC2569|---------------------------------------------------------------------|
 OC2569| PID    Reference Object                     Distance      Geod. Az  |
 OC2569|                                                           dddmmss.s |
 OC2569| CE8378 PIGTAIL RM 1                         20.356 METERS 12226     |
 OC2569| OC2570 PIGTAIL RM 2                         20.802 METERS 21653     |
 OC2569| OC2581 SOMERSWORTH LARGE STANDPIPE         APPROX. 3.3 KM 2590748.5 |
 OC2569| OC2572 PIGTAIL AZ MK                       APPROX. 0.6 KM 2605935.4 |
 OC2569|---------------------------------------------------------------------|
 OC2569
 OC2569                          SUPERSEDED SURVEY CONTROL
 OC2569
 OC2569  NAD 83(1992)-  43 15 53.91088(N)    070 49 44.70811(W) AD(       ) 2
 OC2569  NAD 83(1986)-  43 15 53.91573(N)    070 49 44.71523(W) AD(       ) 2
 OC2569  NAD 27      -  43 15 53.60857(N)    070 49 46.49850(W) AD(       ) 2
 OC2569  NGVD 29 (07/19/86)   51.8    (m)          170.     (f) VERT ANG       
 OC2569
 OC2569.Superseded values are not recommended for survey control.
 OC2569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2569.See file dsdata.txt to determine how the superseded data were derived.
 OC2569
 OC2569_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH5155591865(NAD 83)
 OC2569_MARKER: DS = TRIANGULATION STATION DISK
 OC2569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC2569_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC2569
 OC2569  HISTORY     - Date     Condition        Report By
 OC2569  HISTORY     - 1976     MONUMENTED       NGS
 OC2569
 OC2569                          STATION DESCRIPTION
 OC2569
 OC2569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2569'THE STATION IS LOCATED ABOUT 2 MILES EAST OF BERWICK, 2.5  MILES
 OC2569'NORTH-NORTHWEST OF SOUTH BERWICK AND 5.5 MILES NORTHEAST OF DOVER
 OC2569'NEW HAMPSHIRE.
 OC2569'
 OC2569'TO REACH THE STATION FROM THE POST OFFICE IN SOUTH BERWICK, GO
 OC2569'NORTHWEST ON STATE ROUTE 236 FOR 0.30 MILE TO A RAILROAD
 OC2569'CROSSING AND THE BERWICK-SOUTH BERWICK TOWN LINE, CONTINUE
 OC2569'NORTHWESTERLY ON ROUTE 236 FOR 2.0 MILES TO THE JUNCTION WITH
 OC2569'HILL AND BERWICK ROADS ON THE RIGHT, TURN RIGHT AND GO EAST
 OC2569'FOR 0.05 MILE TO THE INTERSECTION WITH BLACKBERRY HILL ROAD,
 OC2569'CONTINUE THROUGH THE INTERSECTION ALONG BLACKBERRY HILL ROAD
 OC2569'FOR 0.40 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 OC2569'EAST ON BLACKBERRY HILL ROAD FOR 0.35 MILE TO THE STATION
 OC2569'MARK ON THE LEFT.
 OC2569'
 OC2569'THE STATION IS A STANDARD DISK STAMPED--PIGTAIL 1975--SET
 OC2569'IN THE TOP OF A CYLINDRICAL CONCRETE POST WHICH IS SET FLUSH WITH
 OC2569'THE GROUND.  THE SUBSURFACE STATION MARK IS A STANDARD DISK
 OC2569'STAMPED--PIGTAIL 1975--SET IN AN IRREGULAR MASS OF CONCRETE ABOUT
 OC2569'44 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 4.0 FEET WEST
 OC2569'OF A METAL WITNESS POST, 24.0 FEET NORTH OF THE CENTERLINE OF
 OC2569'BLACKBERRY HILL ROAD, 11.7 FEET WEST-SOUTHWEST OF POWER POLE
 OC2569'NUMBER 95 AND 35.4 FEET EAST-NORTHEAST OF THE CORNER OF A
 OC2569'BARBED WIRE FENCE.
 OC2569'
 OC2569'REFERENCE MARK 1 IS A STANDARD DISK STAMPED--PIGTAIL NO 1 1975--SET
 OC2569'IN THE TOP OF A CYLINDRICAL CONCRETE POST WHICH IS SET FLUSH WITH
 OC2569'THE GROUND.  IT IS 3.0 FEET SOUTHEAST OF A METAL WITNESS POST, 21.5
 OC2569'FEET SOUTH OF THE CENTERLINE OF BLACKBERRY HILL ROAD, AND 61.5 FEET
 OC2569'SOUTH-SOUTHEAST OF POLE NUMBER 95.
 OC2569'
 OC2569'REFERENCE MARK 2 IS A STANDARD DISK STAMPED--PIGTAIL NO 2 1975--SET
 OC2569'IN THE TOP OF A CYLINDRICAL CONCRETE POST WHICH IS SET FLUSH WITH THE
 OC2569'GROUND.  IT IS 3.4 FEET SOUTHEAST OF A METAL WITNESS POST, 24.0 FEET
 OC2569'SOUTH OF THE CENTERLINE OF BLACKBERRY HILL ROAD, 54.5 FEET
 OC2569'SOUTH-SOUTHWEST OF THE CORNER OF A BARBED WIRE FENCE AND
 OC2569'32.0 FEET EAST OF AN IRON PIN AT THE END OF A STONE WALL.
 OC2569'
 OC2569'THE AZIMUTH MARK IS A STANDARD DISK STAMPED--PIGTAIL AZ 1975--SET
 OC2569'IN THE TOP OF A CYLINDRICAL CONCRETE POST WHICH IS ABOUT 2 INCHES
 OC2569'BELOW THE SURFACE OF THE GROUND.  IT IS 3.6 FEET WEST OF A METAL
 OC2569'WITNESS POST, 515.7 FEET NORTH OF THE CENTERLINE OF BLACKBERRY
 OC2569'HILL ROAD, 34.5 FEET NORTH-NORTHEAST OF THE WEST PARAPET OF A
 OC2569'DRIVEWAY, AND 38.0 FEET NORTHWEST OF THE EAST PARAPET
 OC2569'OF THE SAME DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0309 ***********************************************************************
 QF0309  DESIGNATION -  PIKE
 QF0309  PID         -  QF0309
 QF0309  STATE/COUNTY-  ME/WASHINGTON
 QF0309  USGS QUAD   -  ROBBINSTON (1977)
 QF0309
 QF0309                         *CURRENT SURVEY CONTROL
 QF0309  ___________________________________________________________________
 QF0309* NAD 83(1996)-  45 05 15.45803(N)    067 06 38.50950(W)     ADJUSTED  
 QF0309* NAVD 88     -         8.466  (meters)      27.78   (feet)  ADJUSTED  
 QF0309  ___________________________________________________________________
 QF0309  LAPLACE CORR-           2.18  (seconds)                    DEFLEC99
 QF0309  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 QF0309  DYNAMIC HT  -           8.466 (meters)      27.78  (feet)  COMP
 QF0309  MODELED GRAV-     980,624.0   (mgal)                       NAVD 88
 QF0309
 QF0309  HORZ ORDER  -  THIRD
 QF0309  VERT ORDER  -  FIRST     CLASS II
 QF0309
 QF0309.The horizontal coordinates were established by classical geodetic methods
 QF0309.and adjusted by the National Geodetic Survey in March 1998..
 QF0309
 QF0309.The orthometric height was determined by differential leveling
 QF0309.and adjusted by the National Geodetic Survey in June 1991..
 QF0309
 QF0309.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0309
 QF0309.The geoid height was determined by GEOID03.
 QF0309
 QF0309.The dynamic height is computed by dividing the NAVD 88
 QF0309.geopotential number by the normal gravity value computed on the
 QF0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0309.degrees latitude (g = 980.6199 gals.).
 QF0309
 QF0309.The modeled gravity was interpolated from observed gravity values.
 QF0309
 QF0309;                    North         East     Units Scale Factor Converg.
 QF0309;SPC ME E     -   158,819.889   409,364.086   MT  1.00004702   +0 59 02.3
 QF0309;UTM  19      - 4,994,421.051   648,678.783   MT  0.99987181   +1 20 17.6
 QF0309
 QF0309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0309!SPC ME E     -   1.00000226  x   1.00004702  =   1.00004928
 QF0309!UTM  19      -   1.00000226  x   0.99987181  =   0.99987407
 QF0309
 QF0309:                Primary Azimuth Mark                     Grid Az
 QF0309:SPC ME E     -  APPLE POINT IBC                          041 28 04.2
 QF0309:UTM  19      -  APPLE POINT IBC                          041 06 48.9
 QF0309
 QF0309|---------------------------------------------------------------------|
 QF0309| PID    Reference Object                     Distance      Geod. Az  |
 QF0309|                                                           dddmmss.s |
 QF0309| QF0679 APPLE POINT IBC                     APPROX. 1.6 KM 0422706.5 |
 QF0309| CE9447 PIKE RM 2                             4.905 METERS 10428     |
 QF0309| QF0673 FINIAL CENTER WHITE WT IBC          APPROX. 2.2 KM 1060001.7 |
 QF0309| QF0672 BIOLOGICAL STATION CHIM IBC         APPROX. 2.3 KM 1064840.4 |
 QF0309| QF0669 SOUTH BEACON IBC                    APPROX. 3.8 KM 1270934.8 |
 QF0309| CE9446 PIKE RM 1                             3.622 METERS 29628     |
 QF0309|---------------------------------------------------------------------|
 QF0309
 QF0309                          SUPERSEDED SURVEY CONTROL
 QF0309
 QF0309  NAD 83(1992)-  45 05 15.45121(N)    067 06 38.50869(W) AD(       ) 3
 QF0309  NAD 83(1986)-  45 05 15.45192(N)    067 06 38.51219(W) AD(       ) 3
 QF0309  NAD 27      -  45 05 15.17200(N)    067 06 40.56100(W) AD(       ) 3
 QF0309  NGVD 29 (09/20/87)    8.9    (m)           29.     (f) VERT ANG       
 QF0309
 QF0309.Superseded values are not recommended for survey control.
 QF0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0309.See file dsdata.txt to determine how the superseded data were derived.
 QF0309
 QF0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK4867994421(NAD 83)
 QF0309_MARKER: DS = TRIANGULATION STATION DISK
 QF0309_SETTING: 66 = SET IN ROCK OUTCROP
 QF0309_SP_SET: BEDROCK
 QF0309_STAMPING: PIKE 1909
 QF0309_MAGNETIC: N = NO MAGNETIC MATERIAL
 QF0309_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0309+STABILITY: POSITION/ELEVATION WELL
 QF0309
 QF0309  HISTORY     - Date     Condition        Report By
 QF0309  HISTORY     - 1909     MONUMENTED       IBC
 QF0309  HISTORY     - 1946     GOOD             CGS
 QF0309  HISTORY     - 1978     GOOD             NGS
 QF0309  HISTORY     - 1985     GOOD             NOS
 QF0309
 QF0309                          STATION DESCRIPTION
 QF0309
 QF0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (NWS)
 QF0309'STATION IS ON THE W BANK OF THE ST. CROIX RIVER, ABOUT
 QF0309'1/4 MILE N OF THE ROBBINSTON CHURCH, ON A BLUFF POINT JUST
 QF0309'ABOVE THE SMALL COVE THAT LIES IN FRONT OF THE OLD SHEPPARD
 QF0309'PIKE MANSION, 20 FEET SE OF THE CABIN OF PROF. VLADIMIR
 QF0309'G. SINKHOVICH.  IN THE CENTER OF THE ENTRANCE TO THIS COVE THERE
 QF0309'IS AT HIGH WATER A SMALL ISLAND OF RED ROCK, WHICH AT LOW WATER
 QF0309'APPEARS AS THE END OF A SMALL PENINSULA.  THE STATION IS ABOUT
 QF0309'160 METERS N OF THIS ISLAND, ON A ROCKY BLUFF WHICH RISES
 QF0309'ALMOST VERTICALLY ABOUT 5 METERS ABOVE THE RIVER.  THE STATION
 QF0309'IS ABOUT 2 METERS INSIDE THE EDGE OF THIS BLUFF, IN A CLUMP OF
 QF0309'SPRUCE.  FARTHER INLAND, THE BLUFF RISES 5 METERS
 QF0309'HIGHER.
 QF0309'
 QF0309'THE STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE IN
 QF0309'THE ROCK.  A CROSS CUT IN THE ROCK BEARS N. 63 DEG 31 MIN
 QF0309'W., 4.90 METERS.
 QF0309
 QF0309                          STATION RECOVERY (1978)
 QF0309
 QF0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QF0309'1.0 MI NORTH FROM ROBBINSTON.
 QF0309'1.0 MILE NORTH ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 QF0309'ROBBINSTON, 0.25 MILE NORTH OF THE ROBBINSTON CHURCH, 20 FEET
 QF0309'SOUTHEAST OF A CABIN, IN THE TOP OF BEDROCK FLUSH WITH GROUND.
 QF0309
 QF0309                          STATION RECOVERY (1985)
 QF0309
 QF0309'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1985 (WVH)
 QF0309'THE STATION WAS RECOVERED AT THIS DATE.
 QF0309'IN ADDITION, THE STATION IS ON LINE WITH THE BOTTOM STEP, OF THE
 QF0309'DESCRIBED CABIN, TOWARD THE WATER.  CONTACT THE PROPERTY OWNER FRANK
 QF0309'DIDISHEIM, TELEPHONE 207-454-3460, FOR PERMISSION.  PACK TIME FROM
 QF0309'THE HOUSE IS ABOUT 5 MINUTES.  THIS STATION IS A DIFFICULT PACK AT
 QF0309'LOW TIDE WHEN REACHED BY BOAT.
 QF0309'
 QF0309'HEIGHT OF LIGHT SHOWN WAS 1.3 METERS ABOVE THE MARK.
 QF0309'
 QF0309'DESCRIBED BY G.E.L.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1118 ***********************************************************************
 PF1118  DESIGNATION -  PIKE
 PF1118  PID         -  PF1118
 PF1118  STATE/COUNTY-  ME/OXFORD
 PF1118  USGS QUAD   -  NORWAY (1983)
 PF1118
 PF1118                         *CURRENT SURVEY CONTROL
 PF1118  ___________________________________________________________________
 PF1118* NAD 83(1996)-  44 12 16.64214(N)    070 33 10.20829(W)     ADJUSTED  
 PF1118* NAVD 88     -       265.5    (meters)     871.     (feet)  VERTCON   
 PF1118  ___________________________________________________________________
 PF1118  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 PF1118  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 PF1118
 PF1118  HORZ ORDER  -  FIRST
 PF1118
 PF1118.The horizontal coordinates were established by classical geodetic methods
 PF1118.and adjusted by the National Geodetic Survey in March 1998..
 PF1118
 PF1118.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF1118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF1118
 PF1118.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1118
 PF1118.The geoid height was determined by GEOID03.
 PF1118
 PF1118;                    North         East     Units Scale Factor Converg.
 PF1118;SPC ME W     -   152,421.624   869,134.527   MT  0.99997838   -0 16 09.3
 PF1118;UTM  19      - 4,895,772.618   375,931.009   MT  0.99978931   -1 04 58.1
 PF1118
 PF1118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1118!SPC ME W     -   0.99996257  x   0.99997838  =   0.99994095
 PF1118!UTM  19      -   0.99996257  x   0.99978931  =   0.99975189
 PF1118
 PF1118|---------------------------------------------------------------------|
 PF1118| PID    Reference Object                     Distance      Geod. Az  |
 PF1118|                                                           dddmmss.s |
 PF1118| CE8621 PIKE RM 1                            17.028 METERS 10720     |
 PF1118| PF1076 HIGH                                APPROX.16.9 KM 1115726.0 |
 PF1118| CE8622 PIKE RM 2                            26.855 METERS 21545     |
 PF1118| PF1103 GREENWOOD ATT MICROWAVE             APPROX.11.4 KM 3331527.8 |
 PF1118|---------------------------------------------------------------------|
 PF1118
 PF1118                          SUPERSEDED SURVEY CONTROL
 PF1118
 PF1118  NAD 83(1992)-  44 12 16.64187(N)    070 33 10.20895(W) AD(       ) 1
 PF1118  NAD 83(1986)-  44 12 16.64896(N)    070 33 10.21235(W) AD(       ) 1
 PF1118  NAD 27      -  44 12 16.39652(N)    070 33 11.99590(W) AD(       ) 1
 PF1118  NGVD 29 (07/19/86)  265.7    (m)          872.     (f) VERT ANG       
 PF1118
 PF1118.Superseded values are not recommended for survey control.
 PF1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1118.See file dsdata.txt to determine how the superseded data were derived.
 PF1118
 PF1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ7593195773(NAD 83)
 PF1118_MARKER: X = CHISELED CROSS
 PF1118_SETTING: 66 = SET IN ROCK OUTCROP
 PF1118
 PF1118  HISTORY     - Date     Condition        Report By
 PF1118  HISTORY     - 1905     MONUMENTED       USGS
 PF1118  HISTORY     - 1976     SEE DESCRIPTION  NGS
 PF1118
 PF1118                          STATION DESCRIPTION
 PF1118
 PF1118'DESCRIBED BY US GEOLOGICAL SURVEY 1905
 PF1118'IN THE SOUTHEAST CORNER OF THE TOWN OF NORWAY, 1.0 MI S. OF NORWAY
 PF1118'VILLAGE ON TOP OF A BALD HILL ABOUT 100 YARDS EAST OF THE GRAVEYARD
 PF1118'ON LAND OWNED BY MR. PIKE.  LAND NOW (1905) HAS SCATTERING TREES.
 PF1118'
 PF1118'STATION MARK,  CROSS CUT IN SOLID ROCK WITH THREE ARROW HEADS CUT
 PF1118'IN SOLID ROCK POINTING TO CENTER POINT.
 PF1118
 PF1118                          STATION RECOVERY (1976)
 PF1118
 PF1118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 PF1118'THE STATION IS LOCATED ABOUT 10.5 MILES NORTHWEST OF MECHANIC
 PF1118'FALLS, 13 MILES NORTHEAST OF BRIDGTON AND 1 MILE SOUTHWEST OF
 PF1118'NORWAY ON A HIGH HILL KNOWN AS PIKE HILL AND ON PROPERTY OWNED
 PF1118'BY L. M. LONGLEY AND SONS, 196 MAIN STREET, NORWAY, MAINE 04268
 PF1118'PHONE 743-8924.
 PF1118'
 PF1118'TO REACH THE STATION FROM THE POST OFFICE IN NORWAY, GO WEST
 PF1118'ON MAIN STREET (STATE ROUTES 117 AND 118) FOR 0.20 MILE TO A
 PF1118'CROSS STREET (BRIDGE STREET). TURN LEFT, GO SOUTH ON BRIDGE
 PF1118'STREET FOR 0.90 MILE TO A CHAIN GATE ON THE LEFT. TURN LEFT,
 PF1118'PASS THROUGH THE CHAIN GATE AND FOLLOW A TRACK ROAD UPHILL FOR
 PF1118'0.20 MILE TO THE STATION IN THE MIDDLE OF A CIRCULAR
 PF1118'TURNAROUND.
 PF1118'
 PF1118'THE STATION IS A STANDARD USGS BENCH MARK DISK, UNSTAMPED AND
 PF1118'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH
 PF1118'WITH THE GROUND SURFACE. IT IS 76.0 FEET WEST OF THE SOUTHWEST
 PF1118'CORNER OF A GREEN BUILDING AND 103.0 FEET SOUTH-SOUTHWEST OF
 PF1118'POWER POLE NUMBER 29.4/4.
 PF1118'
 PF1118'REFERENCE MARK 1, STAMPED---PIKE NO 1 1976---, IS A STANDARD
 PF1118'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS
 PF1118'FLUSH WITH THE GROUND SURFACE. IT IS 39.5 FEET SOUTHWEST
 PF1118'OF THE SOUTHWEST CORNER OF A GREEN BUILDING, 6.0 FEET EAST OF
 PF1118'THE APPROXIMATE CENTER OF THE TRACK ROAD AND 9.0 FEET NORTHWEST
 PF1118'OF A METAL WITNESS POST.
 PF1118'
 PF1118'REFERENCE MARK 2, STAMPED---PIKE NO 2 1976---, IS A STANDARD
 PF1118'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS
 PF1118'FLUSH WITH THE GROUND SURFACE. IT IS 10.0 FEET SOUTH OF THE
 PF1118'APPROXIMATE CENTER OF THE TRACK ROAD, 14.0 FEET NORTHWEST OF A
 PF1118'15-INCH PINE TREE AND 3.0 FEET NORTH OF A METAL WITNESS POST.
 PF1118'
 PF1118'THERE WAS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 PF1118'
 PF1118'THE HEIGHT OF LIGHT ABOVE THE STATION WAS 18.7 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1599 ***********************************************************************
 QF1599  DESIGNATION -  PIKE
 QF1599  PID         -  QF1599
 QF1599  STATE/COUNTY-  ME/WASHINGTON
 QF1599  USGS QUAD   -  FOREST (1988)
 QF1599
 QF1599                         *CURRENT SURVEY CONTROL
 QF1599  ___________________________________________________________________
 QF1599* NAD 83(1996)-  45 36 18.13953(N)    067 38 10.78673(W)     ADJUSTED  
 QF1599* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 QF1599  ___________________________________________________________________
 QF1599  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 QF1599  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 QF1599
 QF1599  HORZ ORDER  -  THIRD
 QF1599
 QF1599.The horizontal coordinates were established by classical geodetic methods
 QF1599.and adjusted by the National Geodetic Survey in March 1998..
 QF1599
 QF1599.The orthometric height was scaled from a topographic map.
 QF1599
 QF1599.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1599
 QF1599.The geoid height was determined by GEOID03.
 QF1599
 QF1599;                    North         East     Units Scale Factor Converg.
 QF1599;SPC ME E     -   215,742.238   367,370.386   MT  0.99995578   +0 37 01.7
 QF1599;UTM  19      - 5,051,070.429   606,340.726   MT  0.99973903   +0 58 28.1
 QF1599
 QF1599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1599!SPC ME E     -   0.99998541  x   0.99995578  =   0.99994119
 QF1599!UTM  19      -   0.99998541  x   0.99973903  =   0.99972445
 QF1599
 QF1599|---------------------------------------------------------------------|
 QF1599| PID    Reference Object                     Distance      Geod. Az  |
 QF1599|                                                           dddmmss.s |
 QF1599| CE9448 PIKE RM                              12.210 METERS 11405     |
 QF1599| QF1602 LYONS IBC                           APPROX. 1.9 KM 3121447.4 |
 QF1599|---------------------------------------------------------------------|
 QF1599
 QF1599                          SUPERSEDED SURVEY CONTROL
 QF1599
 QF1599  NAD 83(1992)-  45 36 18.13585(N)    067 38 10.78427(W) AD(       ) 3
 QF1599  NAD 83(1986)-  45 36 18.13869(N)    067 38 10.79620(W) AD(       ) 3
 QF1599  NAD 27      -  45 36 17.91000(N)    067 38 12.77700(W) AD(       ) 3
 QF1599
 QF1599.Superseded values are not recommended for survey control.
 QF1599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1599.See file dsdata.txt to determine how the superseded data were derived.
 QF1599
 QF1599_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL0634151070(NAD 83)
 QF1599_MARKER: DD = SURVEY DISK
 QF1599_SETTING: 80 = SET IN A BOULDER
 QF1599_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF1599
 QF1599  HISTORY     - Date     Condition        Report By
 QF1599  HISTORY     - 1912     MONUMENTED       IBC
 QF1599  HISTORY     - 1955     GOOD             IBC
 QF1599  HISTORY     - 1972     GOOD             IBC
 QF1599
 QF1599                          STATION DESCRIPTION
 QF1599
 QF1599'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (AJB)
 QF1599'ON THE W SHORE OF SPEDNIK LAKE AT THE ENTRANCE TO PIKE COVE, 1-1/4
 QF1599'MILES FROM THE HEAD OF THE COVE.  IT IS ON A BOULDER ABOUT 1.5 METERS
 QF1599'IN CROSS SECTION AND 0.9 METER HIGH, JUST OUTSIDE THE LINE OF BRUSH.
 QF1599'
 QF1599'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE IN THE ROCK.  A
 QF1599'CROSS WITHIN A TRIANGLE IS CUT IN A ROCK 14.40 FEET UPLAKE AND
 QF1599'SLIGHTLY INLAND FROM THE STATION.  A LIKE MARK IS CUT ON A ROCK 14.90
 QF1599'FEET DOWNLAKE AND SLIGHTLY INLAND FROM THE STATION.  A CROSS IS CUT
 QF1599'IN A ROCK 7.95 FEET INLAND FROM THE STATION.
 QF1599'
 QF1599'A GS OF C BRONZE REFERENCE TABLET IS WEDGED IN A DRILL HOLE IN THE
 QF1599'TOP OF A FLAT - TOPPED, KITE - SHAPED ROCK 12 BY 10 FEET AND 6 FEET
 QF1599'HIGH, 40.06 FEET INLAND FROM PIKE AT EDGE OF WOODS.
 QF1599
 QF1599                          STATION RECOVERY (1955)
 QF1599
 QF1599'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1599'STATION RECOVERED IN GOOD CONDITION.
 QF1599
 QF1599                          STATION RECOVERY (1972)
 QF1599
 QF1599'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1599'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0554 ***********************************************************************
 QF0554  DESIGNATION -  PILE IBC
 QF0554  PID         -  QF0554
 QF0554  STATE/COUNTY-  ME/WASHINGTON
 QF0554  USGS QUAD   -  VANCEBORO (1988)
 QF0554
 QF0554                         *CURRENT SURVEY CONTROL
 QF0554  ___________________________________________________________________
 QF0554* NAD 83(1996)-  45 34 12.68231(N)    067 25 25.37937(W)     ADJUSTED  
 QF0554* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 QF0554  ___________________________________________________________________
 QF0554  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 QF0554  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 QF0554
 QF0554  HORZ ORDER  -  THIRD
 QF0554
 QF0554.The horizontal coordinates were established by classical geodetic methods
 QF0554.and adjusted by the National Geodetic Survey in March 1998..
 QF0554
 QF0554.The orthometric height was scaled from a topographic map.
 QF0554
 QF0554.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0554
 QF0554.The geoid height was determined by GEOID03.
 QF0554
 QF0554;                    North         East     Units Scale Factor Converg.
 QF0554;SPC ME E     -   212,070.020   384,007.160   MT  0.99998674   +0 46 07.1
 QF0554;UTM  19      - 5,047,502.757   622,996.596   MT  0.99978600   +1 07 32.8
 QF0554
 QF0554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0554!SPC ME E     -   0.99998539  x   0.99998674  =   0.99997213
 QF0554!UTM  19      -   0.99998539  x   0.99978600  =   0.99977139
 QF0554
 QF0554|---------------------------------------------------------------------|
 QF0554| PID    Reference Object                     Distance      Geod. Az  |
 QF0554|                                                           dddmmss.s |
 QF0554| QF0546 BOGAN IBC                           302.321 METERS 04118     |
 QF0554| QF0637 VANCEBORO SCH HOUSE CHY             APPROX. 0.8 KM 2301908.2 |
 QF0554| QF0584 REFERENCE MON 125                   362.129 METERS 26325     |
 QF0554| QF0569 BLACK CHIMNEY IBC                   213.027 METERS 29031     |
 QF0554| QF0556 DOMINO IBC                          291.348 METERS 35005     |
 QF0554|---------------------------------------------------------------------|
 QF0554
 QF0554                          SUPERSEDED SURVEY CONTROL
 QF0554
 QF0554  NAD 83(1992)-  45 34 12.67807(N)    067 25 25.37642(W) AD(       ) 3
 QF0554  NAD 83(1986)-  45 34 12.68246(N)    067 25 25.38632(W) AD(       ) 3
 QF0554  NAD 27      -  45 34 12.44200(N)    067 25 27.38400(W) AD(       ) 3
 QF0554
 QF0554.Superseded values are not recommended for survey control.
 QF0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0554.See file dsdata.txt to determine how the superseded data were derived.
 QF0554
 QF0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2299747503(NAD 83)
 QF0554_MARKER: H = DRILL HOLE
 QF0554_SETTING: 80 = SET IN A BOULDER
 QF0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0554+STABILITY: SURFACE MOTION
 QF0554
 QF0554  HISTORY     - Date     Condition        Report By
 QF0554  HISTORY     - 1946     MONUMENTED       IBC
 QF0554  HISTORY     - 1955     GOOD             IBC
 QF0554
 QF0554                          STATION DESCRIPTION
 QF0554
 QF0554'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF0554'IN THE N PART OF ST CROIX, NB, 50 FEET N OF THE ROAD LEADING TO THE
 QF0554'WOODEN DOCK OF THE EASTERN PULPWOOD COMPANY, 65 FEET INSIDE THE
 QF0554'HIGH - WATER LINE.
 QF0554'
 QF0554'STATION MARK IS A DRILL HOLE IN A WHITE ROCK AT THE EDGE OF A LARGE
 QF0554'SAWDUST PILE.
 QF0554
 QF0554                          STATION RECOVERY (1955)
 QF0554
 QF0554'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF0554'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0602 ***********************************************************************
 OB0602  DESIGNATION -  PINE
 OB0602  PID         -  OB0602
 OB0602  STATE/COUNTY-  ME/SAGADAHOC
 OB0602  USGS QUAD   -  BRUNSWICK (1980)
 OB0602
 OB0602                         *CURRENT SURVEY CONTROL
 OB0602  ___________________________________________________________________
 OB0602* NAD 83(1996)-  43 55 18.52047(N)    069 55 43.63266(W)     ADJUSTED  
 OB0602* NAVD 88     -                                                        
 OB0602  ___________________________________________________________________
 OB0602  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 OB0602  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 OB0602
 OB0602  HORZ ORDER  -  THIRD
 OB0602
 OB0602.The horizontal coordinates were established by classical geodetic methods
 OB0602.and adjusted by the National Geodetic Survey in March 1998..
 OB0602
 OB0602
 OB0602.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0602
 OB0602.The geoid height was determined by GEOID03.
 OB0602
 OB0602;                    North         East     Units Scale Factor Converg.
 OB0602;SPC ME W     -   120,953.481   919,103.838   MT  0.99997115   +0 09 54.0
 OB0602;UTM  19      - 4,863,607.885   425,437.491   MT  0.99966838   -0 38 39.5
 OB0602
 OB0602                          SUPERSEDED SURVEY CONTROL
 OB0602
 OB0602  NAD 83(1992)-  43 55 18.51899(N)    069 55 43.63210(W) AD(       ) 4
 OB0602  NAD 83(1986)-  43 55 18.52473(N)    069 55 43.63695(W) AD(       ) 4
 OB0602  NAD 27      -  43 55 18.28000(N)    069 55 46.37000(W) AD(       ) 3
 OB0602
 OB0602.Superseded values are not recommended for survey control.
 OB0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0602.See file dsdata.txt to determine how the superseded data were derived.
 OB0602
 OB0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ2543763608(NAD 83)
 OB0602
 OB0602  HISTORY     - Date     Condition        Report By
 OB0602  HISTORY     - 1871     MONUMENTED       COASUR
 OB0602  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0602  HISTORY     - 1949     SEE DESCRIPTION  CGS
 OB0602
 OB0602                          STATION DESCRIPTION
 OB0602
 OB0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (HOF)
 OB0602'SEARCHED FOR BUT NOT FOUND.  AIR COMPILATION AND PLANE TABLE
 OB0602'METHODS MIGHT LOCATE THE STATION.
 OB0602
 OB0602                          STATION RECOVERY (1949)
 OB0602
 OB0602'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM)
 OB0602'STATION NOT RECOVERED.  A THOROUGH SEARCH WAS MADE BUT TO NO
 OB0602'AVAIL.  NO DESCRIPTION AVAILABLE AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2209 ***********************************************************************
 OC2209  DESIGNATION -  PINE HILL
 OC2209  PID         -  OC2209
 OC2209  STATE/COUNTY-  ME/YORK
 OC2209  USGS QUAD   -  KITTERY (1989)
 OC2209
 OC2209                         *CURRENT SURVEY CONTROL
 OC2209  ___________________________________________________________________
 OC2209* NAD 83(1996)-  43 05 11.96766(N)    070 41 18.39089(W)     ADJUSTED  
 OC2209* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 OC2209  ___________________________________________________________________
 OC2209  LAPLACE CORR-           2.52  (seconds)                    DEFLEC99
 OC2209  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 OC2209
 OC2209  HORZ ORDER  -  THIRD
 OC2209
 OC2209.The horizontal coordinates were established by classical geodetic methods
 OC2209.and adjusted by the National Geodetic Survey in March 1998..
 OC2209
 OC2209.The orthometric height was scaled from a topographic map.
 OC2209
 OC2209.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2209
 OC2209.The geoid height was determined by GEOID03.
 OC2209
 OC2209;                    North         East     Units Scale Factor Converg.
 OC2209;SPC ME W     -    28,273.507   857,515.157   MT  0.99998886   -0 21 23.2
 OC2209;SPC NH       -    65,633.373   379,650.815   MT  1.00004468   +0 40 05.8
 OC2209;SPC NH       -   215,332.16  1,245,571.05   sFT  1.00004468   +0 40 05.8
 OC2209;UTM  19      - 4,771,821.518   362,570.082   MT  0.99983235   -1 09 12.8
 OC2209
 OC2209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2209!SPC ME W     -   1.00000232  x   0.99998886  =   0.99999118
 OC2209!SPC NH       -   1.00000232  x   1.00004468  =   1.00004700
 OC2209!UTM  19      -   1.00000232  x   0.99983235  =   0.99983467
 OC2209
 OC2209:                Primary Azimuth Mark                     Grid Az
 OC2209:SPC ME W     -  SCHOOL HILL                              062 44 06.2
 OC2209:SPC NH       -  SCHOOL HILL                              061 42 37.2
 OC2209:UTM  19      -  SCHOOL HILL                              063 31 55.8
 OC2209
 OC2209|---------------------------------------------------------------------|
 OC2209| PID    Reference Object                     Distance      Geod. Az  |
 OC2209|                                                           dddmmss.s |
 OC2209| OC2206 SCHOOL HILL                         APPROX. 0.5 KM 0622243.0 |
 OC2209| OC2212 RED HILL                            379.039 METERS 16931     |
 OC2209|---------------------------------------------------------------------|
 OC2209
 OC2209                          SUPERSEDED SURVEY CONTROL
 OC2209
 OC2209  NAD 83(1992)-  43 05 11.96663(N)    070 41 18.39101(W) AD(       ) 3
 OC2209  NAD 83(1986)-  43 05 11.97012(N)    070 41 18.39461(W) AD(       ) 3
 OC2209  NAD 27      -  43 05 11.64000(N)    070 41 20.20000(W) AD(       ) 3
 OC2209
 OC2209.Superseded values are not recommended for survey control.
 OC2209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2209.See file dsdata.txt to determine how the superseded data were derived.
 OC2209
 OC2209_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH6257071822(NAD 83)
 OC2209
 OC2209  HISTORY     - Date     Condition        Report By
 OC2209  HISTORY     - UNK      MONUMENTED
 OC2209  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OC2209
 OC2209                          STATION DESCRIPTION
 OC2209
 OC2209'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (EHK)
 OC2209'STATION WAS NOT RECOVERED.  THIS IS AN UNDESCRIBED TRIANGULATION
 OC2209'STATION.  A SEARCH IN THE AREA INDICATED BY THE GEOGRPAHIC
 OC2209'POSITION REVEALED NO TRACE OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1556 ***********************************************************************
 QF1556  DESIGNATION -  PINE IBC
 QF1556  PID         -  QF1556
 QF1556  STATE/COUNTY-  ME/WASHINGTON
 QF1556  USGS QUAD   -  LAMBERT LAKE (1988)
 QF1556
 QF1556                         *CURRENT SURVEY CONTROL
 QF1556  ___________________________________________________________________
 QF1556* NAD 83(1996)-  45 35 56.63796(N)    067 31 19.03618(W)     ADJUSTED  
 QF1556* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 QF1556  ___________________________________________________________________
 QF1556  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 QF1556  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 QF1556
 QF1556  HORZ ORDER  -  THIRD
 QF1556
 QF1556.The horizontal coordinates were established by classical geodetic methods
 QF1556.and adjusted by the National Geodetic Survey in March 1998..
 QF1556
 QF1556.The orthometric height was scaled from a topographic map.
 QF1556
 QF1556.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1556
 QF1556.The geoid height was determined by GEOID03.
 QF1556
 QF1556;                    North         East     Units Scale Factor Converg.
 QF1556;SPC ME E     -   215,180.950   376,300.271   MT  0.99997155   +0 41 55.7
 QF1556;UTM  19      - 5,050,564.950   615,272.040   MT  0.99976336   +1 03 22.0
 QF1556
 QF1556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1556!SPC ME E     -   0.99998541  x   0.99997155  =   0.99995696
 QF1556!UTM  19      -   0.99998541  x   0.99976336  =   0.99974877
 QF1556
 QF1556:                Primary Azimuth Mark                     Grid Az
 QF1556:SPC ME E     -  REFERENCE MON 104=EDGE                   097 28 15.5
 QF1556:UTM  19      -  REFERENCE MON 104=EDGE                   097 06 49.2
 QF1556
 QF1556|---------------------------------------------------------------------|
 QF1556| PID    Reference Object                     Distance      Geod. Az  |
 QF1556|                                                           dddmmss.s |
 QF1556| QF1555 REFERENCE MON 104=EDGE              APPROX. 1.1 KM 0981011.2 |
 QF1556|---------------------------------------------------------------------|
 QF1556
 QF1556                          SUPERSEDED SURVEY CONTROL
 QF1556
 QF1556  NAD 83(1992)-  45 35 56.63418(N)    067 31 19.03338(W) AD(       ) 3
 QF1556  NAD 83(1986)-  45 35 56.63814(N)    067 31 19.04455(W) AD(       ) 3
 QF1556  NAD 27      -  45 35 56.39700(N)    067 31 21.03400(W) AD(       ) 3
 QF1556
 QF1556.Superseded values are not recommended for survey control.
 QF1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1556.See file dsdata.txt to determine how the superseded data were derived.
 QF1556
 QF1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL1527250565(NAD 83)
 QF1556_MARKER: DD = SURVEY DISK
 QF1556_SETTING: 80 = SET IN A BOULDER
 QF1556_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF1556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1556+STABILITY: SURFACE MOTION
 QF1556
 QF1556  HISTORY     - Date     Condition        Report By
 QF1556  HISTORY     - 1911     MONUMENTED       IBC
 QF1556  HISTORY     - 1955     GOOD             IBC
 QF1556  HISTORY     - 1972     SEE DESCRIPTION  IBC
 QF1556
 QF1556                          STATION DESCRIPTION
 QF1556
 QF1556'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (AJB)
 QF1556'ON THE NE SIDE OF SPEDNIK LAKE, OFF THE PROMINENT AND MOST SOUTHERLY
 QF1556'POINT ABOUT MIDWAY BETWEEN HARDWOOD ISLAND AND---MOUTH OF
 QF1556'MUSQUASH---, ON THE N PROJECTION OF A LINE FROM BIRCH ISLAND AT THE
 QF1556'ENTRANCE TO WALKER COVE, THROUGH GULL ROCK IN THE CENTER OF THE LAKE.
 QF1556'THE STATION IS ON THE S POINT OF A SAND BAR RUNNING IN AN ARC E
 QF1556'FROM THE SW EXTREMITY OF THE POINT, AND 75 FEET W OF THE E END OF
 QF1556'THIS BAR.  IT IS ON A TRIANGULAR ROCK 10, 10, 14 FEET AND 5 FEET HIGH
 QF1556'AND ABOUT 100 FEET DIRECTLY OUTSIDE MEAN LOW WATER.  AWASH AT HIGH
 QF1556'WATER AND ROCK HAS ONE DRILL HOLE FOR FASTENING A GUY WIRE.
 QF1556'
 QF1556'STATION MARK IS A US AND CB BRONZE DISK SET IN A DRILL HOLE IN THE
 QF1556'ROCK.  THREE CROSSES WITHIN TRIANGLES ARE CUT IN THE ROCK, ONE
 QF1556'DOWNLAKE 1.37 METERS, ONE TOWARD THE ISLAND 0.75 METER, AND ONE
 QF1556'TOWARD A SAND BEACH 1.60 METERS DISTANT FROM THE STATION.
 QF1556
 QF1556                          STATION RECOVERY (1955)
 QF1556
 QF1556'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1556'STATION RECOVERED IN GOOD CONDITION.
 QF1556
 QF1556                          STATION RECOVERY (1972)
 QF1556
 QF1556'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1556'THREE MEN SEARCHED FOR ABOUT FORTY MINUTES WITH SUCCESS.  THE POINT
 QF1556'WAS COVERED WITH ABOUT FIVE FEET OF WATER.  THE MARK MAY VERY WELL
 QF1556'STILL BE THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1956 ***********************************************************************
 OC1956  DESIGNATION -  PINELAND
 OC1956  PID         -  OC1956
 OC1956  STATE/COUNTY-  ME/CUMBERLAND
 OC1956  USGS QUAD   -  GRAY (1980)
 OC1956
 OC1956                         *CURRENT SURVEY CONTROL
 OC1956  ___________________________________________________________________
 OC1956* NAD 83(1996)-  43 53 31.16724(N)    070 15 25.91111(W)     ADJUSTED  
 OC1956* NAVD 88     -       124.6    (meters)     409.     (feet)  VERTCON   
 OC1956  ___________________________________________________________________
 OC1956  LAPLACE CORR-           3.59  (seconds)                    DEFLEC99
 OC1956  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 OC1956
 OC1956  HORZ ORDER  -  FIRST
 OC1956
 OC1956.The horizontal coordinates were established by classical geodetic methods
 OC1956.and adjusted by the National Geodetic Survey in March 1998..
 OC1956
 OC1956.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC1956.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC1956
 OC1956.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1956
 OC1956.The geoid height was determined by GEOID03.
 OC1956
 OC1956;                    North         East     Units Scale Factor Converg.
 OC1956;SPC ME W     -   117,616.715   892,725.947   MT  0.99996732   -0 03 46.0
 OC1956;UTM  19      - 4,860,644.750   399,022.307   MT  0.99972541   -0 52 18.1
 OC1956
 OC1956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1956!SPC ME W     -   0.99998459  x   0.99996732  =   0.99995191
 OC1956!UTM  19      -   0.99998459  x   0.99972541  =   0.99971000
 OC1956
 OC1956:                Primary Azimuth Mark                     Grid Az
 OC1956:SPC ME W     -  BLAKES                                   041 00 54.0
 OC1956:UTM  19      -  BLAKES                                   041 49 26.1
 OC1956
 OC1956|---------------------------------------------------------------------|
 OC1956| PID    Reference Object                     Distance      Geod. Az  |
 OC1956|                                                           dddmmss.s |
 OC1956| PF1061 BLAKES                              APPROX.16.7 KM 0405708.0 |
 OC1956| OC1517 POWNAL CMP MICROWAVE                APPROX. 5.9 KM 0444623.8 |
 OC1956| CE8380 PINELAND RM 1                        40.759 METERS 04756     |
 OC1956| CE8381 PINELAND RM 2                        23.314 METERS 11012     |
 OC1956| OC1975 GRAY NETT MICROWAVE                 APPROX. 8.2 KM 2344441.0 |
 OC1956|---------------------------------------------------------------------|
 OC1956
 OC1956                          SUPERSEDED SURVEY CONTROL
 OC1956
 OC1956  NAD 83(1992)-  43 53 31.16602(N)    070 15 25.91128(W) AD(       ) 1
 OC1956  NAD 83(1986)-  43 53 31.17209(N)    070 15 25.91622(W) AD(       ) 1
 OC1956  NAD 27      -  43 53 30.89504(N)    070 15 27.72708(W) AD(       ) 1
 OC1956  NGVD 29 (07/19/86)  124.8    (m)          409.     (f) VERT ANG       
 OC1956
 OC1956.Superseded values are not recommended for survey control.
 OC1956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1956.See file dsdata.txt to determine how the superseded data were derived.
 OC1956
 OC1956_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9902260645(NAD 83)
 OC1956_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OC1956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC1956_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC1956
 OC1956  HISTORY     - Date     Condition        Report By
 OC1956  HISTORY     - 1977     MONUMENTED       NGS
 OC1956
 OC1956                          STATION DESCRIPTION
 OC1956
 OC1956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (ALB)
 OC1956'THE STATION IS LOCATED ABOUT 3.7 MILES EAST OF GRAY, 5.0 MILES
 OC1956'SOUTH-SOUTHEAST OF NEW GLOUCESTER AND 3.8 MILES WEST OF
 OC1956'BRADBURY MOUNTAIN ON PROPERTY OWNED BY PINELAND CENTER OF
 OC1956'THE STATE OF MAINE.
 OC1956'
 OC1956'TO REACH THE STATION FROM THE POST OFFICE IN POWNAL, AT THE
 OC1956'JUNCTION OF ALLEN AND CHADSEY ROADS, GO WEST ON ALLEN ROAD FOR
 OC1956'0.35 MILE TO A RAILROAD UNDERPASS. CONTINUE FOR 1.0 MILE TO THE
 OC1956'JUNCTION WITH STATE ROUTE 231. HERE TURN LEFT, GO 0.05 MILE TO
 OC1956'A FORK. BEAR LEFT, GO 0.3 MILE ON ROUTE 231 TO THE GRAY/NEW
 OC1956'GLOUCESTER TOWN LINE. CONTINUE ON ROUTE 231 FOR 0.1 MILE TO A
 OC1956'GRAVEL ROAD RIGHT. TURN RIGHT, GO WEST ON GRAVEL ROAD FOR 0.15
 OC1956'MILE TO THE STATION JUST NORTH OF A RESERVOIR.
 OC1956'
 OC1956'THE STATION MARKS, STAMPED---PINELAND 1976---, ARE STANDARD
 OC1956'DISKS. THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 OC1956'CYLINDRICAL POST WHICH IS ABOUT 3 INCHES BELOW THE GROUND
 OC1956'SURFACE. THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR
 OC1956'MASS OF CONCRETE WHICH IS ABOUT 42 INCHES BELOW THE GROUND
 OC1956'SURFACE. THEY ARE 54.0 FEET NORTHWEST OF A CONCRETE RESERVOIR
 OC1956'AND 76.5 FEET NORTHWEST OF A POWER POLE.
 OC1956'
 OC1956'REFERENCE MARK 1, STAMPED---PINELAND NO 1 1976---, IS A
 OC1956'STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OC1956'POST WHICH IS ABOUT 2 INCHES BELOW THE GROUND SURFACE. IT IS
 OC1956'147.0 FEET NORTH OF THE RESERVOIR AND 1.8 FEET SOUTH
 OC1956'OF A POWER POLE.
 OC1956'
 OC1956'REFERENCE MARK 2, STAMPED---PINELAND NO 2 1976---, IS A
 OC1956'STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OC1956'POST WHICH IS ABOUT 2 INCHES BELOW THE GROUND SURFACE. IT IS
 OC1956'27.0 FEET NORTHEAST OF THE RESERVOIR AND 2.5 FEET
 OC1956'NORTHEAST OF A POWER POLE.
 OC1956'
 OC1956'THERE WAS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 OC1956'
 OC1956'THE HEIGHT OF LIGHT ABOVE THE STATION WAS 18.7 METERS.
 OC1956'
 OC1956'DESCRIBED BY JOHN R. HIGGINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0840 ***********************************************************************
 QF0840  DESIGNATION -  PINEO
 QF0840  PID         -  QF0840
 QF0840  STATE/COUNTY-  ME/WASHINGTON
 QF0840  USGS QUAD   -  CALAIS (1977)
 QF0840
 QF0840                         *CURRENT SURVEY CONTROL
 QF0840  ___________________________________________________________________
 QF0840* NAD 83(1996)-  45 09 23.56206(N)    067 17 48.99197(W)     ADJUSTED  
 QF0840* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 QF0840  ___________________________________________________________________
 QF0840  LAPLACE CORR-           4.77  (seconds)                    DEFLEC99
 QF0840  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 QF0840
 QF0840  HORZ ORDER  -  THIRD
 QF0840
 QF0840.The horizontal coordinates were established by classical geodetic methods
 QF0840.and adjusted by the National Geodetic Survey in March 1998..
 QF0840
 QF0840.The orthometric height was scaled from a topographic map.
 QF0840
 QF0840.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0840
 QF0840.The geoid height was determined by GEOID03.
 QF0840
 QF0840;                    North         East     Units Scale Factor Converg.
 QF0840;SPC ME E     -   166,243.314   394,589.155   MT  1.00000998   +0 51 11.1
 QF0840;UTM  19      - 5,001,751.599   633,860.916   MT  0.99982033   +1 12 27.7
 QF0840
 QF0840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0840!SPC ME E     -   1.00000133  x   1.00000998  =   1.00001131
 QF0840!UTM  19      -   1.00000133  x   0.99982033  =   0.99982166
 QF0840
 QF0840:                Primary Azimuth Mark                     Grid Az
 QF0840:SPC ME E     -  MILLTOWN CONG CH SPIRE IBC               000 07 06.1
 QF0840:UTM  19      -  MILLTOWN CONG CH SPIRE IBC               359 45 49.5
 QF0840
 QF0840|---------------------------------------------------------------------|
 QF0840| PID    Reference Object                     Distance      Geod. Az  |
 QF0840|                                                           dddmmss.s |
 QF0840| QF0817 MILLTOWN CONG CH SPIRE IBC          APPROX. 1.8 KM 0005817.2 |
 QF0840| CE9449 PINEO RM 1                           23.557 METERS 21747     |
 QF0840| CE9450 PINEO RM 2                            6.127 METERS 32136     |
 QF0840| QF0823 TODD MOUNTAIN                       APPROX. 2.0 KM 3214459.3 |
 QF0840|---------------------------------------------------------------------|
 QF0840
 QF0840                          SUPERSEDED SURVEY CONTROL
 QF0840
 QF0840  NAD 83(1992)-  45 09 23.55689(N)    067 17 48.99005(W) AD(       ) 3
 QF0840  NAD 83(1986)-  45 09 23.55952(N)    067 17 48.99483(W) AD(       ) 3
 QF0840  NAD 27      -  45 09 23.29100(N)    067 17 51.03100(W) AD(       ) 3
 QF0840
 QF0840.Superseded values are not recommended for survey control.
 QF0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0840.See file dsdata.txt to determine how the superseded data were derived.
 QF0840
 QF0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL3386101752(NAD 83)
 QF0840_MARKER: DH = HORIZONTAL CONTROL DISK
 QF0840_SETTING: 0 = UNSPECIFIED SETTING
 QF0840
 QF0840  HISTORY     - Date     Condition        Report By
 QF0840  HISTORY     - 1909     MONUMENTED       IBC
 QF0840
 QF0840                          STATION DESCRIPTION
 QF0840
 QF0840'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JEM)
 QF0840'ABOUT 1 MILE S OF MILLTOWN, ME, ON THE E BANK OF THE ST CROIX RIVER,
 QF0840'AND ABOUT 1/4 MILE BELOW THE MOUTH OF MAGUERREWOC STREAM.  THE
 QF0840'STATION IS 42 METERS FROM THE RIVER ON THE NE CORNER OF AN EMBANKMENT
 QF0840'WHICH WAS AT ONE TIME THE SITE OF A HOUSE.  THE RUINED STONE WALLS
 QF0840'OF THE CELLAR STILL REMAIN AND THE STATION IS ABOUT 1 METER NE OF
 QF0840'THE NE CORNER OF THE OLD WALL.  THERE IS A SAND AND GRAVEL PIT JUST
 QF0840'ACROSS THE OLD CELLAR FROM THE STATION.  ONLY A HOLE REMAINS WHERE THE
 QF0840'CELLAR WAS, AND THE STATION IS ON THE HIGHEST POINT, NEAR THE NE
 QF0840'CORNER OF THE OLD CELLAR, WITH TWO SMALL GRAVEL PITS NEARBY.
 QF0840'
 QF0840'STATION IS MARKED WITH A BRONZE DISK SET A LITTLE ABOVE THE SURFACE
 QF0840'OF THE GROUND, IN THE TOP OF A GRANITE POST 6 INCHES SQUARE AND 2
 QF0840'FEET LONG.  THE LETTERS---U.S.R.M---ARE CUT, ONE LETTER ON EACH OF
 QF0840'THE VERTICAL SIDES OF THE POST.  SUB - SURFACE MARK IS A NAIL SET
 QF0840'IN CONCRETE IN A 12 - INCH LENGTH OF 3 - INCH DRAIN TILE.  A CROSS
 QF0840'WITHIN A TRIANGLE IS CUT IN THE TOP OF A STONE S 37 DEGREE 48 MINUTES
 QF0840'W, 23.56 METERS DISTANT FROM THE STATION, AND A NAIL SET FLUSH WITH
 QF0840'THE GROUND IN THE TOP OF A CONCRETE - FILLED TILE IS N 38 DEGREES
 QF0840'24 MINUTES W, 6.13 METERS DISTANT FROM THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1854 ***********************************************************************
 QF1854  DESIGNATION -  PINEY POINT
 QF1854  PID         -  QF1854
 QF1854  STATE/COUNTY-  ME/AROOSTOOK
 QF1854  USGS QUAD   -  ORIENT (1989)
 QF1854
 QF1854                         *CURRENT SURVEY CONTROL
 QF1854  ___________________________________________________________________
 QF1854* NAD 83(1996)-  45 45 02.23474(N)    067 48 47.68086(W)     ADJUSTED  
 QF1854* NAVD 88     -       134.     (meters)     440.     (feet)  SCALED    
 QF1854  ___________________________________________________________________
 QF1854  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 QF1854  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 QF1854
 QF1854  HORZ ORDER  -  SECOND
 QF1854
 QF1854.The horizontal coordinates were established by classical geodetic methods
 QF1854.and adjusted by the National Geodetic Survey in March 1998..
 QF1854
 QF1854.The orthometric height was scaled from a topographic map.
 QF1854
 QF1854.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1854
 QF1854.The geoid height was determined by GEOID03.
 QF1854
 QF1854;                    North         East     Units Scale Factor Converg.
 QF1854;SPC ME E     -   231,787.885   353,431.444   MT  0.99993509   +0 29 31.0
 QF1854;UTM  19      - 5,067,025.158   592,305.002   MT  0.99970475   +0 51 00.5
 QF1854
 QF1854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1854!SPC ME E     -   0.99998274  x   0.99993509  =   0.99991783
 QF1854!UTM  19      -   0.99998274  x   0.99970475  =   0.99968750
 QF1854
 QF1854|---------------------------------------------------------------------|
 QF1854| PID    Reference Object                     Distance      Geod. Az  |
 QF1854|                                                           dddmmss.s |
 QF1854| CE9451 PINEY POINT RM                        5.675 METERS 01347     |
 QF1854| QF1858 GREEN MOUNTAIN                      APPROX. 5.6 KM 0481544.0 |
 QF1854| QF1750 REFERENCE MON 44=HAYES PT           APPROX. 3.1 KM 1650419.0 |
 QF1854| QF1941 ORIENT CHURCH                       APPROX. 7.1 KM 3581424.1 |
 QF1854|---------------------------------------------------------------------|
 QF1854
 QF1854                          SUPERSEDED SURVEY CONTROL
 QF1854
 QF1854  NAD 83(1992)-  45 45 02.23180(N)    067 48 47.67930(W) AD(       ) 2
 QF1854  NAD 83(1986)-  45 45 02.23611(N)    067 48 47.69826(W) AD(       ) 2
 QF1854  NAD 27      -  45 45 02.02300(N)    067 48 49.65500(W) AD(       ) 2
 QF1854
 QF1854.Superseded values are not recommended for survey control.
 QF1854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1854.See file dsdata.txt to determine how the superseded data were derived.
 QF1854
 QF1854_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9230567025(NAD 83)
 QF1854_MARKER: DD = SURVEY DISK
 QF1854_SETTING: 80 = SET IN A BOULDER
 QF1854
 QF1854  HISTORY     - Date     Condition        Report By
 QF1854  HISTORY     - 1890     MONUMENTED       CGS
 QF1854  HISTORY     - 1946     SEE DESCRIPTION  CGS
 QF1854  HISTORY     - 1955     GOOD             IBC
 QF1854
 QF1854                          STATION DESCRIPTION
 QF1854
 QF1854'DESCRIBED BY COAST AND GEODETIC SURVEY 1890 (JH)
 QF1854'ON PINEY POINT ON THE W SHORE OF GRAND LAKE, JUST OPPOSITE BURNT
 QF1854'ISLAND.  THE STATION IS ON A BOULDER THAT IS 3.7 BY 3.5 METERS AND
 QF1854'2.0 METERS HIGH.  THIS BOULDER IS 15 METERS BACK FROM THE LINE OF
 QF1854'VEGETATION ALONG THE SHORE AND ABOUT 25 METERS BACK FROM THE FIRST
 QF1854'LINE OF BOULDERS WHOSE TOPS ARE ABOVE HIGH WATER MARK.
 QF1854'
 QF1854'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE WITHIN A TRIANGLE
 QF1854'CUT IN THE TOP OF THE BOULDER.  A CROSS WITHIN A TRIANGLE CUT IN THE
 QF1854'UPPER SE CORNER OF A BOULDER 2.6 BY 2.1 METERS AND 2.2 METERS IN
 QF1854'HEIGHT BEARS N 13 DEGREES 47 MINUTES E, 5.67 METERS DISTANT.  THERE
 QF1854'ARE 3 EYEBOLTS IN THE ROCK.
 QF1854
 QF1854                          STATION RECOVERY (1946)
 QF1854
 QF1854'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (NWS)
 QF1854'STATION IS ON PINEY POINT ON THE W SHORE OF GRAND LAKE, JUST
 QF1854'OPPOSITE BURNT ISLAND.  THE STATION IS ON A BOULDER THAT IS
 QF1854'3.7 BY 3.5 METERS IN CROSS SECTION AND 2.0 METERS HIGH.  THIS
 QF1854'BOULDER IS 15 METERS BACK FROM THE LINE OF VEGETATION ALONG THE
 QF1854'SHORE AND ABOUT 25 METERS BACK FROM THE FIRST LINE OF BOULDERS
 QF1854'WHOSE TOPS ARE ABOVE HIGH-WATER MARK.
 QF1854'
 QF1854'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE SURROUNDED
 QF1854'BY A TRIANGLE CUT IN THE TOP OF THE BOULDER.  A CROSS SURROUNDED
 QF1854'BY A TRIANGLE CUT IN THE UPPER SE CORNER OF A BOULDER 2.6 BY
 QF1854'2.1 METERS IN CROSS SECTION AND 2.2 METERS IN HEIGHT BEARS
 QF1854'N. 13 DEG 47 MIN E., 5.67 METERS DISTANT.
 QF1854
 QF1854                          STATION RECOVERY (1955)
 QF1854
 QF1854'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1854'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2607 ***********************************************************************
 OC2607  DESIGNATION -  PINK
 OC2607  PID         -  OC2607
 OC2607  STATE/COUNTY-  ME/CUMBERLAND
 OC2607  USGS QUAD   -  SEBAGO LAKE (1983)
 OC2607
 OC2607                         *CURRENT SURVEY CONTROL
 OC2607  ___________________________________________________________________
 OC2607* NAD 83(1996)-  43 47 38.55537(N)    070 34 02.43761(W)     ADJUSTED  
 OC2607* NAVD 88     -        94.7    (meters)     311.     (feet)  VERTCON   
 OC2607  ___________________________________________________________________
 OC2607  LAPLACE CORR-           3.80  (seconds)                    DEFLEC99
 OC2607  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 OC2607
 OC2607  HORZ ORDER  -  SECOND
 OC2607
 OC2607.The horizontal coordinates were established by classical geodetic methods
 OC2607.and adjusted by the National Geodetic Survey in March 1998..
 OC2607
 OC2607.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2607
 OC2607.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2607
 OC2607.The geoid height was determined by GEOID03.
 OC2607
 OC2607;                    North         East     Units Scale Factor Converg.
 OC2607;SPC ME W     -   106,808.234   867,753.318   MT  0.99997945   -0 16 38.3
 OC2607;UTM  19      - 4,850,191.833   373,905.048   MT  0.99979557   -1 05 05.5
 OC2607
 OC2607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2607!SPC ME W     -   0.99998934  x   0.99997945  =   0.99996879
 OC2607!UTM  19      -   0.99998934  x   0.99979557  =   0.99978491
 OC2607
 OC2607|---------------------------------------------------------------------|
 OC2607| PID    Reference Object                     Distance      Geod. Az  |
 OC2607|                                                           dddmmss.s |
 OC2607| OC2606 PINK RM 1                            10.216 METERS 01422     |
 OC2607| CE8382 PINK RM 2                            10.918 METERS 17247     |
 OC2607| OC2605 RICH                                APPROX. 2.5 KM 1734154.5 |
 OC2607| OC0534 TT 7 BT                             180.482 METERS 35034     |
 OC2607|---------------------------------------------------------------------|
 OC2607
 OC2607                          SUPERSEDED SURVEY CONTROL
 OC2607
 OC2607  NAD 83(1992)-  43 47 38.55437(N)    070 34 02.43882(W) AD(       ) 2
 OC2607  NAD 83(1986)-  43 47 38.56122(N)    070 34 02.44420(W) AD(       ) 2
 OC2607  NAD 27      -  43 47 38.28416(N)    070 34 04.24052(W) AD(       ) 2
 OC2607  NGVD 29 (07/19/86)   94.9    (m)          311.     (f) VERT ANG       
 OC2607
 OC2607.Superseded values are not recommended for survey control.
 OC2607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2607.See file dsdata.txt to determine how the superseded data were derived.
 OC2607
 OC2607_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ7390550192(NAD 83)
 OC2607_MARKER: DS = TRIANGULATION STATION DISK
 OC2607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC2607_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC2607_STAMPING: PINK 1976
 OC2607_MARK LOGO: NGS   
 OC2607_MAGNETIC: N = NO MAGNETIC MATERIAL
 OC2607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC2607+STABILITY: SURFACE MOTION
 OC2607_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OC2607+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2004
 OC2607
 OC2607  HISTORY     - Date     Condition        Report By
 OC2607  HISTORY     - 1976     MONUMENTED       NGS
 OC2607  HISTORY     - 19810722 GOOD             NGS
 OC2607  HISTORY     - 20040611 GOOD             GEOCAC
 OC2607
 OC2607                          STATION DESCRIPTION
 OC2607
 OC2607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2607'THE STATION IS ABOUT 1 MILE WEST OF SEBAGO LAKE, 2.5 MILES
 OC2607'NORTH OF STANDISH, 5.5 MILES SOUTH-SOUTHEAST OF EAST SEBAGO
 OC2607'AND ON PROPERTY OWNED BY MRS. W. W. PINKHAM, STANDISH.
 OC2607'TELEPHONE NUMBER 207-642-4488.
 OC2607'
 OC2607'TO REACH THE STATION FROM THE POST OFFICE IN SEBAGO LAKE, GO
 OC2607'NORTHWEST ON STATE HIGHWAY 114 FOR 3.25 MILES TO THE STATION ON
 OC2607'THE RIGHT. TO REACH THE AZIMUTH MARK, CONTINUE NORTHWEST ON
 OC2607'STATE HIGHWAY 114 FOR 0.15 MILE TO A CEMETERY AND THE MARK ON
 OC2607'THE RIGHT AT THE NORTHWEST CORNER OF THE CEMETERY.
 OC2607'
 OC2607'STATION MARKS, STAMPED---PINK 1976---, ARE STANDARD DISKS. THE
 OC2607'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OC2607'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. IT IS 27 FEET
 OC2607'EAST OF THE CENTERLINE OF STATE HIGHWAY 114 AND 176 FEET SOUTH
 OC2607'OF POWERLINE POLE NUMBER 128.
 OC2607'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR
 OC2607'MASS OF CONCRETE 40 INCHES BELOW THE GROUND.
 OC2607'
 OC2607'REFERENCE MARK 1, STAMPED---PINK NO 1 1976---, IS A STANDARD
 OC2607'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OC2607'THAT IS FLUSH WITH THE GROUND. IT IS 41.5 FEET EAST OF THE
 OC2607'CENTERLINE OF THE HIGHWAY AND 145 FEET SOUTH OF
 OC2607'POWERLINE POLE NUMBER 128.
 OC2607'
 OC2607'REFERENCE MARK 2, STAMPED---PINK NO 2 1976---, IS A STANDARD
 OC2607'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OC2607'THAT IS FLUSH WITH THE GROUND. IT IS 27 FEET EAST OF THE
 OC2607'CENTERLINE OF THE HIGHWAY.
 OC2607'
 OC2607'AZIMUTH MARK, STAMPED---313 TT BT 7 1940---, IS A U.S.
 OC2607'GEOLOGICAL SURVEY DISK SET IN THE TOP OF A 6-INCH SQUARE
 OC2607'CONCRETE POST THAT PROJECTS 4 INCHES ABOVE THE GROUND. IT IS
 OC2607'2.7 FEET NORTH OF THE NORTHWEST FENCE CORNER OF A CEMETERY,
 OC2607'36.0 FEET SOUTH OF A POWERLINE POLE NUMBER 131 AND 42.3 FEET
 OC2607'EAST OF THE CENTERLINE OF THE HIGHWAY.
 OC2607'
 OC2607'THE HEIGHT OF LIGHT ABOVE THE MARK WAS 1.3 METERS.
 OC2607'
 OC2607'DESCRIBED BY G.E. NELSON.
 OC2607
 OC2607                          STATION RECOVERY (1981)
 OC2607
 OC2607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 OC2607'AZ MK 2 WAS ESTABLISHED.
 OC2607' 
 OC2607'THE NEW AZIMUTH STATION IS STAMPED--PINK 1976 1981--, A STANDARD
 OC2607'AZIMUTH MARK DISK SET IN THE TOP OF A 12-INCH (30 CM) ROUND CONCRETE
 OC2607'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 179.0 FEET (54.6 M)
 OC2607'NORTH OF THE CENTER OF THE DRIVEWAY LEADING TO HAWKES LUMBER COMPANY,
 OC2607'37.5 FEET (11.4 M) WEST OF THE CENTER OF HIGHWAY 114 AND 3.0 FEET (0.9
 OC2607'M) EAST OF POWERLINE POLE NUMBER 117 AND A METAL WITNESS POST.
 OC2607
 OC2607                          STATION RECOVERY (2004)
 OC2607
 OC2607'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 OC2607'STATION DISC PINK WAS FOUND AT OR NEAR THE INDICATED CO-ORDINATES AND
 OC2607'WRITTEN DESCRIPTION IN GOOD CONDITION.
 OC2607' 
 OC2607'RM NO.1 WAS FOUND AT LISTED DESCRIPTION IN GOOD CONDITION.
 OC2607' 
 OC2607'RM NO.2 WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1053 ***********************************************************************
 PD1053  DESIGNATION -  PINKHAM
 PD1053  PID         -  PD1053
 PD1053  STATE/COUNTY-  ME/WASHINGTON
 PD1053  USGS QUAD   -  DRISKO ISLAND (1975)
 PD1053
 PD1053                         *CURRENT SURVEY CONTROL
 PD1053  ___________________________________________________________________
 PD1053* NAD 83(1996)-  44 26 15.37948(N)    067 42 45.58640(W)     ADJUSTED  
 PD1053* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 PD1053  ___________________________________________________________________
 PD1053  LAPLACE CORR-           3.47  (seconds)                    DEFLEC99
 PD1053  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 PD1053
 PD1053  HORZ ORDER  -  THIRD
 PD1053
 PD1053.The horizontal coordinates were established by classical geodetic methods
 PD1053.and adjusted by the National Geodetic Survey in March 1998..
 PD1053
 PD1053.The orthometric height was scaled from a topographic map.
 PD1053
 PD1053.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1053
 PD1053.The geoid height was determined by GEOID03.
 PD1053
 PD1053;                    North         East     Units Scale Factor Converg.
 PD1053;SPC ME E     -    85,954.468   362,677.092   MT  0.99994830   +0 33 04.5
 PD1053;UTM  19      - 4,921,284.453   602,449.672   MT  0.99972908   +0 54 05.0
 PD1053
 PD1053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD1053!SPC ME E     -   1.00000352  x   0.99994830  =   0.99995182
 PD1053!UTM  19      -   1.00000352  x   0.99972908  =   0.99973260
 PD1053
 PD1053:                Primary Azimuth Mark                     Grid Az
 PD1053:SPC ME E     -  THREE FALLS LIFE SAV STA CUP             068 37 34.1
 PD1053:UTM  19      -  THREE FALLS LIFE SAV STA CUP             068 16 33.6
 PD1053
 PD1053|---------------------------------------------------------------------|
 PD1053| PID    Reference Object                     Distance      Geod. Az  |
 PD1053|                                                           dddmmss.s |
 PD1053| PD1047 THREE FALLS LIFE SAV STA CUP        APPROX.10.1 KM 0691038.6 |
 PD1053| CE8623 PINKHAM RM 1                         13.972 METERS 17535     |
 PD1053| PD1067 PETIT MANAN LIGHTHOUSE              APPROX.14.4 KM 2371339.7 |
 PD1053| CE8624 PINKHAM RM 2                         18.577 METERS 29114     |
 PD1053| PD1050 NASH ISLAND LIGHTHOUSE NEW          APPROX. 4.0 KM 3170317.5 |
 PD1053|---------------------------------------------------------------------|
 PD1053
 PD1053                          SUPERSEDED SURVEY CONTROL
 PD1053
 PD1053  NAD 83(1992)-  44 26 15.37509(N)    067 42 45.58679(W) AD(       ) 3
 PD1053  NAD 83(1986)-  44 26 15.37097(N)    067 42 45.59061(W) AD(       ) 3
 PD1053  NAD 27      -  44 26 15.08200(N)    067 42 47.60100(W) AD(       ) 3
 PD1053
 PD1053.Superseded values are not recommended for survey control.
 PD1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1053.See file dsdata.txt to determine how the superseded data were derived.
 PD1053
 PD1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK0245021284(NAD 83)
 PD1053
 PD1053  HISTORY     - Date     Condition        Report By
 PD1053  HISTORY     - 1945     MONUMENTED       CGS
 PD1053
 PD1053                          STATION DESCRIPTION
 PD1053
 PD1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (FLP)
 PD1053'STATION IS LOCATED ON BLACK ROCK WHICH IS APPROXIMATELY 4 MILES S
 PD1053'OF CAPE SPLIT AND 5-1/2 MILES SW OF GREAT WASS ISLAND.  MARK
 PD1053'IS ON THE W END OF A LONG, RELATIVELY FLAT PLACE, ABOUT 2 FEET
 PD1053'LOWER THAN HIGHEST PART, 20 METERS SW OF MEAN HIGH WATER, AND
 PD1053'20 METERS E OF MEAN HIGH WATER.
 PD1053'
 PD1053'MARK IS A BRONZE STATION DISK SET IN DRILL HOLE IN OUTCROPPING
 PD1053'BEDROCK.
 PD1053'
 PD1053'REFERENCE MARK 1, A BRONZE REFERENCE DISK SET IN DRILL HOLE IN
 PD1053'OUTCROPPING BEDROCK, IS ON HIGHEST PART OF S PART OF ROCK.
 PD1053'
 PD1053'REFERENCE MARK 2, A BRONZE REFERENCE DISK SET IN DRILL HOLE
 PD1053'IN OUTCROPPING BEDROCK, IS ON HIGHEST PART OF LEDGE TO THE NW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1108 ***********************************************************************
 PF1108  DESIGNATION -  PIPE
 PF1108  PID         -  PF1108
 PF1108  STATE/COUNTY-  ME/OXFORD
 PF1108  USGS QUAD   -  GREENWOOD (1967)
 PF1108
 PF1108                         *CURRENT SURVEY CONTROL
 PF1108  ___________________________________________________________________
 PF1108* NAD 83(1996)-  44 15 22.87208(N)    070 43 28.98243(W)     ADJUSTED  
 PF1108* NAVD 88     -       187.3    (meters)     615.     (feet)  VERTCON   
 PF1108  ___________________________________________________________________
 PF1108  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 PF1108  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 PF1108
 PF1108  HORZ ORDER  -  SECOND
 PF1108
 PF1108.The horizontal coordinates were established by classical geodetic methods
 PF1108.and adjusted by the National Geodetic Survey in March 1998..
 PF1108
 PF1108.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF1108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF1108
 PF1108.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1108
 PF1108.The geoid height was determined by GEOID03.
 PF1108
 PF1108;                    North         East     Units Scale Factor Converg.
 PF1108;SPC ME W     -   158,248.496   855,435.514   MT  0.99999108   -0 23 22.0
 PF1108;UTM  19      - 4,901,792.464   362,318.517   MT  0.99983313   -1 12 13.7
 PF1108
 PF1108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1108!SPC ME W     -   0.99997484  x   0.99999108  =   0.99996592
 PF1108!UTM  19      -   0.99997484  x   0.99983313  =   0.99980798
 PF1108
 PF1108|---------------------------------------------------------------------|
 PF1108| PID    Reference Object                     Distance      Geod. Az  |
 PF1108|                                                           dddmmss.s |
 PF1108| CE8625 PIPE RM 1                            22.336 METERS 21036     |
 PF1108| PF1109 PIPE RM 2                            18.254 METERS 31330     |
 PF1108| PF1110 PIPE AZ MK                          380.267 METERS 34606     |
 PF1108|---------------------------------------------------------------------|
 PF1108
 PF1108                          SUPERSEDED SURVEY CONTROL
 PF1108
 PF1108  NAD 83(1992)-  44 15 22.87188(N)    070 43 28.98316(W) AD(       ) 2
 PF1108  NAD 83(1986)-  44 15 22.87942(N)    070 43 28.98625(W) AD(       ) 2
 PF1108  NAD 27      -  44 15 22.63197(N)    070 43 30.75162(W) AD(       ) 2
 PF1108  NGVD 29 (07/19/86)  187.5    (m)          615.     (f) VERT ANG       
 PF1108
 PF1108.Superseded values are not recommended for survey control.
 PF1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1108.See file dsdata.txt to determine how the superseded data were derived.
 PF1108
 PF1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK6231901792(NAD 83)
 PF1108_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PF1108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PF1108_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PF1108
 PF1108  HISTORY     - Date     Condition        Report By
 PF1108  HISTORY     - 1976     MONUMENTED       NGS
 PF1108
 PF1108                          STATION DESCRIPTION
 PF1108
 PF1108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 PF1108'THE STATION IS LOCATED NEAR THE PORTLAND PIPELINE PUMPING
 PF1108'STATION IN THE TOWN OF WATERFORD ABOUT 3.6 MILES NORTHWEST
 PF1108'OF EAST WATERFORD, 2.5 MILES NORTHEAST OF NORTH WATERFORD
 PF1108'AND 2.8 MILES SOUTH-SOUTHEAST OF CUMMINGS MOUNTAIN.
 PF1108'THE STATION IS LOCATED WITHIN THE HIGHWAY RIGHT-OF-WAY.
 PF1108'
 PF1108'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 37 AND
 PF1108'118 IN EAST WATERFORD, GO WESTERLY ON ROUTE 118 FOR 1.7 MILES
 PF1108'TO A SIDE ROAD RIGHT. TURN RIGHT AND GO NORTHWESTERLY FOR
 PF1108'1.0 MILE TO A CONCRETE BRIDGE OVER A STREAM. CONTINUE STRAIGHT
 PF1108'FOR 0.20 MILE TO A PAVED ROAD ON THE LEFT. CONTINUE STRAIGHT
 PF1108'FOR 1.0 MILE TO THE STATION ON THE RIGHT IN FRONT OF THE
 PF1108'PUMPING STATION.
 PF1108'
 PF1108'THE STATION MARKS ARE STANDARD DISKS STAMPED---PIPE 1976---.
 PF1108'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 PF1108'CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE THE GROUND
 PF1108'SURFACE. THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 PF1108'IRREGULAR MASS OF CONCRETE WHICH IS 40 INCHES BELOW THE
 PF1108'GROUND SURFACE. THEY ARE 4.2 FEET WEST OF A METAL WITNESS
 PF1108'POST, 2.6 FEET NORTH OF POLE NUMBER 02/87, 18.0 FEET EAST
 PF1108'OF THE CENTERLINE OF THE ROAD AND 105 FEET SOUTH OF A GATE
 PF1108'ENTRANCE.
 PF1108'
 PF1108'REFERENCE MARK 1, STAMPED---PIPE NO 1 1976---, IS A STANDARD
 PF1108'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST
 PF1108'WHICH PROJECTS 3 INCHES ABOVE THE GROUND SURFACE. IT IS 4.5
 PF1108'FEET WEST OF A METAL WITNESS POST AND 32.0 FEET EAST OF THE
 PF1108'CENTERLINE OF THE ROAD.
 PF1108'
 PF1108'REFERENCE MARK 2, STAMPED---PIPE NO 2 1976---, IS A STANDARD
 PF1108'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST
 PF1108'WHICH IS FLUSH WITH THE GROUND SURFACE. IT IS 7.0 FEET NORTH
 PF1108'OF A 36-INCH PINE TREE, 15.8 FEET WEST OF THE CENTERLINE OF
 PF1108'THE ROAD AND 75.3 FEET SOUTHWEST OF A GATE ENTRANCE.
 PF1108'
 PF1108'THE AZIMUTH MARK, STAMPED---PIPE AZ 1976---, IS A STANDARD
 PF1108'REFERENCE MARK DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL
 PF1108'CONCRETE POST WHICH IS FLUSH WITH THE GROUND SURFACE. IT IS
 PF1108'4.2 FEET EAST OF A METAL WITNESS POST, 16.7 FEET SOUTH OF A
 PF1108'12-INCH WHITE BIRCH TREE, 36.3 FEET WEST OF THE CENTERLINE
 PF1108'OF THE ROAD AND 230 FEET NORTH OF THE WATERFORD-ALBANY TOWN
 PF1108'LINE.
 PF1108'
 PF1108'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWESTERLY
 PF1108'ON THE SAME ROAD FOR 0.20 MILE TO THE AZIMUTH MARK ON THE LEFT.
 PF1108'
 PF1108'THE MEASUREMENT FROM REFERENCE MARK 1 TO 2 WAS OBSTRUCTED.
 PF1108'
 PF1108'THE HEIGHT OF THE LIGHT ABOVE THE STATION WAS 1.1 METERS.
 PF1108'
 PF1108'DESCRIBED BY PHILIP H. PARENT JR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1110 ***********************************************************************
 PF1110  DESIGNATION -  PIPE AZ MK
 PF1110  PID         -  PF1110
 PF1110  STATE/COUNTY-  ME/OXFORD
 PF1110  USGS QUAD   -  GREENWOOD (1967)
 PF1110
 PF1110                         *CURRENT SURVEY CONTROL
 PF1110  ___________________________________________________________________
 PF1110* NAD 83(1996)-  44 15 34.83143(N)    070 43 33.09957(W)     ADJUSTED  
 PF1110* NAVD 88     -       193.9    (meters)     636.     (feet)  VERTCON   
 PF1110  ___________________________________________________________________
 PF1110  LAPLACE CORR-           2.46  (seconds)                    DEFLEC99
 PF1110  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 PF1110
 PF1110  HORZ ORDER  -  SECOND
 PF1110
 PF1110.The horizontal coordinates were established by classical geodetic methods
 PF1110.and adjusted by the National Geodetic Survey in March 1998..
 PF1110
 PF1110.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF1110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF1110
 PF1110.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1110
 PF1110.The geoid height was determined by GEOID03.
 PF1110
 PF1110;                    North         East     Units Scale Factor Converg.
 PF1110;SPC ME W     -   158,618.242   855,346.700   MT  0.99999118   -0 23 25.0
 PF1110;UTM  19      - 4,902,163.376   362,234.980   MT  0.99983342   -1 12 16.9
 PF1110
 PF1110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1110!SPC ME W     -   0.99997381  x   0.99999118  =   0.99996499
 PF1110!UTM  19      -   0.99997381  x   0.99983342  =   0.99980723
 PF1110
 PF1110|---------------------------------------------------------------------|
 PF1110| PID    Reference Object                     Distance      Geod. Az  |
 PF1110|                                                           dddmmss.s |
 PF1110| PF1108 PIPE                                380.267 METERS 16606     |
 PF1110| PF1109 PIPE RM 2                           365.021 METERS 16739     |
 PF1110|---------------------------------------------------------------------|
 PF1110
 PF1110                          SUPERSEDED SURVEY CONTROL
 PF1110
 PF1110  NAD 83(1992)-  44 15 34.83129(N)    070 43 33.10031(W) AD(       ) 2
 PF1110  NAD 83(1986)-  44 15 34.83884(N)    070 43 33.10337(W) AD(       ) 2
 PF1110  NAD 27      -  44 15 34.59144(N)    070 43 34.86844(W) AD(       ) 2
 PF1110  NGVD 29 (07/19/86)  194.1    (m)          637.     (f) VERT ANG       
 PF1110
 PF1110.Superseded values are not recommended for survey control.
 PF1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1110.See file dsdata.txt to determine how the superseded data were derived.
 PF1110
 PF1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK6223502163(NAD 83)
 PF1110_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PF1110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PF1110_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PF1110
 PF1110  HISTORY     - Date     Condition        Report By
 PF1110  HISTORY     - 1976     MONUMENTED       NGS
 PF1110
 PF1110                          STATION DESCRIPTION
 PF1110
 PF1110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 PF1110'THIS STATION WAS ESTABLISHED BY AN EDM MEASUREMENT FROM
 PF1110'TRAVERSE STATION PIPE. SEE DESCRIPTION THEREOF.
 PF1110'
 PF1110'DESCRIBED BY JERRY E. ELLINGWOOD.
 PF1110'
 PF1110'THE HEIGHT OF LIGHT ABOVE THE STATION WAS 1.0 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0242 ***********************************************************************
 OC0242  DESIGNATION -  PIPE RM
 OC0242  PID         -  OC0242
 OC0242  STATE/COUNTY-  ME/YORK
 OC0242  USGS QUAD   -  BIDDEFORD (1975)
 OC0242
 OC0242                         *CURRENT SURVEY CONTROL
 OC0242  ___________________________________________________________________
 OC0242* NAD 83(1986)-  43 29 09.     (N)    070 26 22.     (W)     SCALED    
 OC0242* NAVD 88     -        10.976  (meters)      36.01   (feet)  ADJUSTED  
 OC0242  ___________________________________________________________________
 OC0242  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 OC0242  DYNAMIC HT  -          10.974 (meters)      36.00  (feet)  COMP
 OC0242  MODELED GRAV-     980,491.1   (mgal)                       NAVD 88
 OC0242
 OC0242  VERT ORDER  -  SECOND    CLASS 0
 OC0242
 OC0242.The horizontal coordinates were scaled from a topographic map and have
 OC0242.an estimated accuracy of +/- 6 seconds.
 OC0242
 OC0242.The orthometric height was determined by differential leveling
 OC0242.and adjusted by the National Geodetic Survey in June 1991..
 OC0242
 OC0242.The geoid height was determined by GEOID03.
 OC0242
 OC0242.The dynamic height is computed by dividing the NAVD 88
 OC0242.geopotential number by the normal gravity value computed on the
 OC0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0242.degrees latitude (g = 980.6199 gals.).
 OC0242
 OC0242.The modeled gravity was interpolated from observed gravity values.
 OC0242
 OC0242;                    North         East    Units  Estimated Accuracy
 OC0242;SPC ME W     -    72,520.      877,930.      MT  (+/- 180 meters Scaled)
 OC0242
 OC0242                          SUPERSEDED SURVEY CONTROL
 OC0242
 OC0242  NGVD 29 (??/??/92)   11.194  (m)           36.73   (f) ADJ UNCH    2 0
 OC0242
 OC0242.Superseded values are not recommended for survey control.
 OC0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0242.See file dsdata.txt to determine how the superseded data were derived.
 OC0242
 OC0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ836157(NAD 83)
 OC0242_MARKER: P = PIPE CAP
 OC0242_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OC0242_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OC0242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC0242
 OC0242  HISTORY     - Date     Condition        Report By
 OC0242  HISTORY     - UNK      MONUMENTED       USGS
 OC0242  HISTORY     - 1943     GOOD             NGS
 OC0242
 OC0242                          STATION DESCRIPTION
 OC0242
 OC0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 OC0242'1 MI SE FROM BIDDEFORD.
 OC0242'1.0 MILE SOUTHEAST ALONG BIDDEFORD POOL ROAD FROM THE POST OFFICE
 OC0242'AT BIDDEFORD, YORK COUNTY, 37 FEET NORTHEAST OF BENCH MARK W
 OC0242'18 (USGS) DESCRIBED BELOW, AT A BRIDGE OVER WEST BROOK, AND IN
 OC0242'THE NORTHWEST WING WALL.  THE TOP OF AN IRON PIPE, NEAR THE
 OC0242'PAINTED LETTERS BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1551 ***********************************************************************
 QF1551  DESIGNATION -  PIRATE IBC 1946
 QF1551  PID         -  QF1551
 QF1551  STATE/COUNTY-  ME/WASHINGTON
 QF1551  USGS QUAD   -  LAMBERT LAKE (1988)
 QF1551
 QF1551                         *CURRENT SURVEY CONTROL
 QF1551  ___________________________________________________________________
 QF1551* NAD 83(1996)-  45 33 19.69208(N)    067 32 35.33039(W)     ADJUSTED  
 QF1551* NAVD 88     -       275.     (meters)     902.     (feet)  SCALED    
 QF1551  ___________________________________________________________________
 QF1551  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 QF1551  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 QF1551
 QF1551  HORZ ORDER  -  THIRD
 QF1551
 QF1551.The horizontal coordinates were established by classical geodetic methods
 QF1551.and adjusted by the National Geodetic Survey in March 1998..
 QF1551
 QF1551.The orthometric height was scaled from a topographic map.
 QF1551
 QF1551.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1551
 QF1551.The geoid height was determined by GEOID03.
 QF1551
 QF1551;                    North         East     Units Scale Factor Converg.
 QF1551;SPC ME E     -   210,316.099   374,704.749   MT  0.99996859   +0 40 59.4
 QF1551;UTM  19      - 5,045,691.265   613,707.203   MT  0.99975896   +1 02 24.7
 QF1551
 QF1551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1551!SPC ME E     -   0.99996063  x   0.99996859  =   0.99992922
 QF1551!UTM  19      -   0.99996063  x   0.99975896  =   0.99971960
 QF1551
 QF1551                          SUPERSEDED SURVEY CONTROL
 QF1551
 QF1551  NAD 83(1992)-  45 33 19.68821(N)    067 32 35.32771(W) AD(       ) 3
 QF1551  NAD 83(1986)-  45 33 19.69156(N)    067 32 35.33826(W) AD(       ) 3
 QF1551  NAD 27      -  45 33 19.45400(N)    067 32 37.32200(W) AD(       ) 3
 QF1551
 QF1551.Superseded values are not recommended for survey control.
 QF1551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1551.See file dsdata.txt to determine how the superseded data were derived.
 QF1551
 QF1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL1370745691(NAD 83)
 QF1551_MARKER: Z = SEE DESCRIPTION
 QF1551_SETTING: 0 = UNSPECIFIED SETTING
 QF1551_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QF1551
 QF1551  HISTORY     - Date     Condition        Report By
 QF1551  HISTORY     - 1946     MONUMENTED       IBC
 QF1551  HISTORY     - 1955     GOOD             IBC
 QF1551  HISTORY     - 1963     SEE DESCRIPTION  CGS
 QF1551
 QF1551                          STATION DESCRIPTION
 QF1551
 QF1551'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF1551'STATION IS THE APEX OF THE FIRE LOOKOUT TOWER ON PIRATE HILL, NW OF
 QF1551'LAMBERT LAKE VILLAGE, AND ON THE NE SIDE OF THE LAKE OF THAT NAME.
 QF1551'THE TOWER IS BUILT ON THE HIGHEST PART OF THE OPEN LEDGE ROCK ON THE
 QF1551'HILL.  THE LEDGE WAS BROKEN DIRECTLY UNDER THE APEX OF THE TOWER,
 QF1551'HENCE THE POINT IS MARKED BY THREE REFERENCES.
 QF1551'
 QF1551'REFERENCE MARK 1 IS A GS OF C REFERENCE TABLET SET IN A DRILL HOLE
 QF1551'IN THE SOLID LEDGE ROCK 6.55 FEET N OF THE STATION.  REFERENCE MARK
 QF1551'2 IS A DRILL HOLE IN THE SOLID LEDGE 2.48 FEET W OF THE STATION.
 QF1551'REFERENCE MARK 3 IS A DRILL HOLE IN THE LEDGE 8.02 FEET E OF THE
 QF1551'STATION.  THE FIRST TWO ARE UNDER THE TOWER AND THE THIRD JUST
 QF1551'OUTSIDE.
 QF1551
 QF1551                          STATION RECOVERY (1955)
 QF1551
 QF1551'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1551'STATION RECOVERED IN GOOD CONDITION.
 QF1551
 QF1551                          STATION RECOVERY (1963)
 QF1551
 QF1551'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (GAM)
 QF1551'TO REACH THE STATION FROM THE POST OFFICE IN LAMBERT LAKE
 QF1551'GO WEST ON HWY. 6 FOR 0.05 MILE TO A SIDE ROAD RIGHT.  TURN
 QF1551'RIGHT FOR 0.4 MILE TO A FORK, (FROM HERE A FOUR WHEEL DRIVE
 QF1551'VEHICLE MUST BE USED), TAKE THE LEFT FORK AND FOLLOW THE OLD
 QF1551'WOODS ROAD UP THE MOUNTAIN FOR 0.75 MILE TO A FIRE WATCH TOWER
 QF1551'AND THE STATION.
 QF1551'
 QF1551'NOTE--THERE IS NO DISC FOR THE STATION MARK.  THE LEDGE WAS
 QF1551'BROKEN DIRECTLY UNDER THE APEX OF THE TOWER, HENCE THE POINT IS
 QF1551'MARKED BY THREE REFERENCES.
 QF1551'
 QF1551'REFERENCE MARK 1 IS A G.S. OF C. REFERENCE TABLET SET IN A
 QF1551'DRILL HOLE IN THE SOLID LEDGE ROCK 6.55 FEET N OF THE
 QF1551'STATION.  REFERENCE MARK 2 IS A DRILL HOLE IN THE SOLID LEDGE
 QF1551'2.48 FEET W OF THE STATION.  REFERENCE MARK 3 IS A DRILL HOLE
 QF1551'IN THE LEDGE 8.02 FEET E OF THE STATION.  THE FIRST TWO ARE
 QF1551'UNDER THE TOWER AND THE THIRD JUST OUTSIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0702 ***********************************************************************
 QF0702  DESIGNATION -  PIRINGTON
 QF0702  PID         -  QF0702
 QF0702  STATE/COUNTY-  ME/WASHINGTON
 QF0702  USGS QUAD   -  DEVILS HEAD (1977)
 QF0702
 QF0702                         *CURRENT SURVEY CONTROL
 QF0702  ___________________________________________________________________
 QF0702* NAD 83(1996)-  45 09 57.37540(N)    067 12 56.20084(W)     ADJUSTED  
 QF0702* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 QF0702  ___________________________________________________________________
 QF0702  LAPLACE CORR-           4.02  (seconds)                    DEFLEC99
 QF0702  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 QF0702
 QF0702  HORZ ORDER  -  THIRD
 QF0702
 QF0702.The horizontal coordinates were established by classical geodetic methods
 QF0702.and adjusted by the National Geodetic Survey in March 1998..
 QF0702
 QF0702.The orthometric height was scaled from a topographic map.
 QF0702
 QF0702.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0702
 QF0702.The geoid height was determined by GEOID03.
 QF0702
 QF0702;                    North         East     Units Scale Factor Converg.
 QF0702;SPC ME E     -   167,385.489   400,967.111   MT  1.00002531   +0 54 39.3
 QF0702;UTM  19      - 5,002,933.011   640,230.491   MT  0.99984179   +1 15 56.2
 QF0702
 QF0702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0702!SPC ME E     -   1.00000319  x   1.00002531  =   1.00002850
 QF0702!UTM  19      -   1.00000319  x   0.99984179  =   0.99984498
 QF0702
 QF0702:                Primary Azimuth Mark                     Grid Az
 QF0702:SPC ME E     -  MARK POINT LH FINIAL IBC                 041 14 30.6
 QF0702:UTM  19      -  MARK POINT LH FINIAL IBC                 040 53 13.7
 QF0702
 QF0702|---------------------------------------------------------------------|
 QF0702| PID    Reference Object                     Distance      Geod. Az  |
 QF0702|                                                           dddmmss.s |
 QF0702| QF0727 MARK POINT LH FINIAL IBC            APPROX. 0.6 KM 0420909.9 |
 QF0702| QF0718 QUARANTINE PIER SE COR BCN          APPROX. 0.7 KM 0644640.2 |
 QF0702| QF0703 QUARANTINE                          APPROX. 0.5 KM 0694906.0 |
 QF0702| CE9452 PIRINGTON RM 1                       15.494 METERS 09224     |
 QF0702| CE9453 PIRINGTON RM 2                       11.637 METERS 24104     |
 QF0702| QF0729 PINE POINT IBC                      288.330 METERS 31128     |
 QF0702|---------------------------------------------------------------------|
 QF0702
 QF0702                          SUPERSEDED SURVEY CONTROL
 QF0702
 QF0702  NAD 83(1992)-  45 09 57.36989(N)    067 12 56.19902(W) AD(       ) 3
 QF0702  NAD 83(1986)-  45 09 57.37278(N)    067 12 56.20379(W) AD(       ) 3
 QF0702  NAD 27      -  45 09 57.09500(N)    067 12 58.24300(W) AD(       ) 3
 QF0702
 QF0702.Superseded values are not recommended for survey control.
 QF0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0702.See file dsdata.txt to determine how the superseded data were derived.
 QF0702
 QF0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL4023002933(NAD 83)
 QF0702_MARKER: DH = HORIZONTAL CONTROL DISK
 QF0702_SETTING: 66 = SET IN ROCK OUTCROP
 QF0702
 QF0702  HISTORY     - Date     Condition        Report By
 QF0702  HISTORY     - 1908     MONUMENTED       IBC
 QF0702  HISTORY     - 1946     SEE DESCRIPTION  CGS
 QF0702  HISTORY     - 1955     POOR             IBC
 QF0702
 QF0702                          STATION DESCRIPTION
 QF0702
 QF0702'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (JEM)
 QF0702'ON THE S BANK OF THE ST CROIX RIVER, ABOUT 4-1/4 MILES BELOW CALAIS,
 QF0702'ACROSS THE NARROWS FROM AND OPPOSITE PINE POINT.  THE STATION IS ON A
 QF0702'ROCKY POINT AT THE END OF A FIELD THAT SLOPES STEEPLY UPWARD TO THE
 QF0702'CALAIS-EASTPORT ROAD, IS ABOUT 3 METERS OUTSIDE OF THE FOOT OF THE
 QF0702'EARTHEN RIVERBANK WHICH IS ABOUT 5 METERS HIGH, AND IS ON A NARROW
 QF0702'LEDGE OF BLACK TRAP ROCK, 1 METER BELOW HIGH-WATER LINE.
 QF0702'
 QF0702'STATION MARK IS A BADLY DEFACED BRONZE DISK SET IN A DRILL HOLE IN THE
 QF0702'LEDGE.  A CROSS WITHIN A TRIANGLE CUT IN THE SLOPING TOP OF A BLACK
 QF0702'GRANITE BOULDER PROJECTING FROM THE EARTHEN BANK BEARS S 87 36
 QF0702'E, 15.49 METERS DISTANT, AND A LIKE MARK ON A TRAP LEDGE ABOUT 1.6
 QF0702'METERS OUTSIDE THE EARTHEN BANK BEARS S 61 04 W, 11.64 METERS
 QF0702'DISTANT FROM THE STATION.
 QF0702
 QF0702                          STATION RECOVERY (1946)
 QF0702
 QF0702'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (NWS)
 QF0702'STATION IS ON THE S BANK OF THE ST. CROIX RIVER, ABOUT 4-1/4
 QF0702'MILES BELOW CALAIS, ACROSS THE NARROWS FROM AND OPPOSITE PINE
 QF0702'POINT.  THE STATION IS ON A ROCKY POINT AT THE END OF A FIELD
 QF0702'(NOW OVERGROWN WITH BUSHES, ETC.) THAT SLOPES STEEPLY UPWARD TO
 QF0702'THE CALAIS-EASTPORT ROAD, IS ABOUT 3 METERS OUTSIDE OF THE FOOT OF
 QF0702'THE EARTHEN RIVERBANK WHICH IS ABOUT 5 METERS HIGH, AND IS ON A
 QF0702'NARROW LEDGE OF BLACK TRAP ROCK, 1 METER BELOW HIGH-WATER LINE.
 QF0702'
 QF0702'THE STATION MARK IS A BADLY DEFACED BRONZE DISK SET IN A DRILL
 QF0702'HOLE IN THE LEDGE.  A CROSS WITHIN A TRIANGLE CUT IN THE SLOPING
 QF0702'TOP OF A BLACK GRANITE BOULDER PROJECTING FROM THE EARTHEN BANK
 QF0702'BEARS S. 87 DEG 36 MIN E., 15.49 METERS DISTANT, AND A LIKE MARK
 QF0702'ON A TRAP LEDGE ABOUT 1.6 METERS OUTSIDE THE EARTHEN BANK BEARS
 QF0702'S. 61 DEG 04 MIN W., 11.64 METERS DISTANT FROM THE STATION.
 QF0702
 QF0702                          STATION RECOVERY (1955)
 QF0702
 QF0702'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF0702'FIELD IS NOW OVERGROWN WITH BUSHES.  A LARGE STONE MARKED--- 4 MILES
 QF0702'TO CALAIS --- IS DIRECTLY INSHORE FROM THE STATION ON THE RIVER SIDE
 QF0702'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0475 ***********************************************************************
 QG0475  DESIGNATION -  PISCAT
 QG0475  PID         -  QG0475
 QG0475  STATE/COUNTY-  ME/PENOBSCOT
 QG0475  USGS QUAD   -  SEBOEIS (1988)
 QG0475
 QG0475                         *CURRENT SURVEY CONTROL
 QG0475  ___________________________________________________________________
 QG0475* NAD 83(1986)-  45 16 02.     (N)    068 40 40.     (W)     SCALED    
 QG0475* NAVD 88     -        50.134  (meters)     164.48   (feet)  ADJUSTED  
 QG0475  ___________________________________________________________________
 QG0475  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 QG0475  DYNAMIC HT  -          50.134 (meters)     164.48  (feet)  COMP
 QG0475  MODELED GRAV-     980,610.5   (mgal)                       NAVD 88
 QG0475
 QG0475  VERT ORDER  -  SECOND    CLASS 0
 QG0475
 QG0475.The horizontal coordinates were scaled from a topographic map and have
 QG0475.an estimated accuracy of +/- 6 seconds.
 QG0475
 QG0475.The orthometric height was determined by differential leveling
 QG0475.and adjusted by the National Geodetic Survey in June 1991..
 QG0475
 QG0475.The geoid height was determined by GEOID03.
 QG0475
 QG0475.The dynamic height is computed by dividing the NAVD 88
 QG0475.geopotential number by the normal gravity value computed on the
 QG0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0475.degrees latitude (g = 980.6199 gals.).
 QG0475
 QG0475.The modeled gravity was interpolated from observed gravity values.
 QG0475
 QG0475;                    North         East    Units  Estimated Accuracy
 QG0475;SPC ME E     -   177,850.      286,050.      MT  (+/- 180 meters Scaled)
 QG0475
 QG0475                          SUPERSEDED SURVEY CONTROL
 QG0475
 QG0475  NGVD 29 (??/??/92)   50.329  (m)          165.12   (f) ADJ UNCH    2 0
 QG0475
 QG0475.Superseded values are not recommended for survey control.
 QG0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0475.See file dsdata.txt to determine how the superseded data were derived.
 QG0475
 QG0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL252126(NAD 83)
 QG0475_MARKER: DS = TRIANGULATION STATION DISK
 QG0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0475_STAMPING: PISCAT 1958
 QG0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0475+STABILITY: SURFACE MOTION
 QG0475
 QG0475  HISTORY     - Date     Condition        Report By
 QG0475  HISTORY     - 1958     MONUMENTED       CGS
 QG0475  HISTORY     - 1959     GOOD             NGS
 QG0475  HISTORY     - 1973     SEE DESCRIPTION  MEDT
 QG0475  HISTORY     - 1975     SEE DESCRIPTION  NGS
 QG0475  HISTORY     - 1978     POOR             NGS
 QG0475  HISTORY     - 1978     POOR             NGS
 QG0475  HISTORY     - 1978     POOR             NGS
 QG0475  HISTORY     - 1981     GOOD             MEDT
 QG0475
 QG0475                          STATION DESCRIPTION
 QG0475
 QG0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 QG0475'STATION IS LOCATED ABOUT 2-1/2 MILES NORTH NORTHWEST OF HOWLAND
 QG0475'IN THE V FORMED BY THE JUNCTION OF A BLACKTOP ROAD AND STATE
 QG0475'ROUTE 116.  STATION IS 71 FEET NORTHEAST OF THE APPROXIMATE
 QG0475'CENTER OF BLACKTOP ROAD, 35 FEET WEST SOUTHWEST OF THE
 QG0475'APPROXIMATE CENTER OF STATE ROUTE 116, 43 FEET NORTH OF A
 QG0475'TELEPHONE POLE AND 2 FEET EAST SOUTHEAST OF METAL WITNESS SIGN.
 QG0475'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 QG0475'PISCAT 1958.
 QG0475'
 QG0475'REFERENCE MARK NO. 1 IS 32 FEET EAST NORTHEAST OF THE
 QG0475'APPROXIMATE CENTER OF STATE ROUTE 116.  THE MARK PROJECTS ABOUT
 QG0475'4 INCHES AND THE DISK IS STAMPED PISCAT NO. 1 1958.
 QG0475'
 QG0475'REFERENCE MARK NO. 2 IS 42 FEET EAST NORTHEAST OF THE APPROXIMATE
 QG0475'CENTER OF BLACKTOP ROAD, 25 FEET SOUTHWEST OF THE APPROXIMATE
 QG0475'CENTER OF STATE ROUTE 116 AND 10 FEET SOUTH OF ROUTE SIGN.  THE
 QG0475'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED PISCAT
 QG0475'NO. 2 1958.
 QG0475'
 QG0475'AZIMUTH MARK IS 34 FEET SOUTH SOUTHEAST OF TELEPHONE POLE, 26
 QG0475'FEET SOUTHWEST OF THE APPROXIMATE CENTER OF STATE ROUTE 116 AND
 QG0475'2.5 FEET NORTHEAST OF WITNESS POST.  THE MARK PROJECTS ABOUT 4
 QG0475'INCHES AND THE DISK IS STAMPED PISCAT 1958.
 QG0475'
 QG0475'TO REACH STATION FROM THE JUNCTION JUST NORTH OF THE BRIDGE
 QG0475'OVER THE PISCATAQUIS RIVER IN HOWLAND GO NORTHERLY ON STATE ROUTE
 QG0475'116 FOR 2.15 MILES TO THE AZMUTH MARK ON LEFT AS
 QG0475'DESCRIBED.  CONTINUE ON MAIN HIGHWAY FOR 0.2 MILE TO FORKS
 QG0475'AND STATION IN V FORMED BY ROAD JUNCTION AS DESCRIBED.
 QG0475'
 QG0475'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 QG0475
 QG0475                          STATION RECOVERY (1959)
 QG0475
 QG0475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 QG0475'2.2 MI NW FROM HOWLAND.
 QG0475'2.2 MILES NORTHWEST ALONG STATE HIGHWAY 116 FROM THE NORTH END
 QG0475'OF THE LARGE STATE HIGHWAY 116 BRIDGE OVER THE PISCATAQUIS RIVER
 QG0475'AT HOWLAND, 40 YARDS NORTH OF THE SOUTH END OF A Y JUNCTION,
 QG0475'34 FEET WEST OF CENTER LINE OF STATE HIGHWAY 116, 71 FEET EAST
 QG0475'OF ASPHALT ROAD LEADING NORTHWEST, 43 FEET NORTH-NORTHEAST OF
 QG0475'TELEPHONE POLE NO. 54, 4.6 FEET SOUTHEAST OF A WHITE METAL WITNESS
 QG0475'POST, 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, SET IN TOP OF
 QG0475'CONCRETE POST PROJECTING 4 INCHES.
 QG0475
 QG0475                          STATION RECOVERY (1973)
 QG0475
 QG0475'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1973 (BJR)
 QG0475'PISCAT GOOD
 QG0475'
 QG0475'RM 1 GOOD
 QG0475'
 QG0475'RM 2 DESTROYED
 QG0475'
 QG0475'AZ MK GOOD.
 QG0475
 QG0475                          STATION RECOVERY (1975)
 QG0475
 QG0475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 QG0475'STATION MARK, REFERENCE MARK 1 AND AZIMUTH MARK WERE RECOVERED
 QG0475'IN GOOD CONDITION, REFERENCE MARK 2 HAD BEEN DESTROYED WHEN THE
 QG0475'ROAD WAS WIDENED, REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME.
 QG0475'
 QG0475'THE STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF SOUTH LINCOLN,
 QG0475'ABOUT 2-1/2 MILES NORTH-NORTHWEST OF HOWLAND, ABOUT 0.1 MILE EAST OF
 QG0475'INTERSTATE 95 AND ON THE WEST SIDE OF STATE HIGHWAY 116.
 QG0475'
 QG0475'TO REACH THE STATION FROM THE ROAD JUNCTION AT THE NORTHEAST
 QG0475'END OF THE BRIDGE OVER THE PISCATAQUIS RIVER IN HOWLAND, GO
 QG0475'NORTHERLY ON STATE HIGHWAY 116 FOR 2.1 MILES TO THE AZIMUTH
 QG0475'MARK ON THE LEFT, CONTINUE NORTHERLY ON STATE HIGHWAY 116 FOR
 QG0475'0.15 MILE TO FORK, KEEP RIGHT ON STATE HIGHWAY 116 FOR 0.05 MILE
 QG0475'TO THE STATION ON THE LEFT.
 QG0475'
 QG0475'STATION MARK IS A STANDARD DISK SET TOP OF A 12 INCH SQUARE
 QG0475'CONCRETE MONUMENT PROJECTING ABOUT 6 INCHES ABOVE GROUND AND THE
 QG0475'DISK IS STAMPED PISCAT 1958.  IT IS 176 FEET NORTH-NORTHWEST OF
 QG0475'THE APPROXIMATE CENTER OF A V FORMED BY THE ROAD JUNCTION, 50
 QG0475'FEET NORTH-NORTHEAST OF POWER POLE NO. 58, 32 FEET WEST OF CENTER
 QG0475'OF STATE HIGHWAY 116, 10 FEET WEST-NORTHWEST OF A ROAD SIGN AND
 QG0475'2 FEET EAST OF WITNESS POST.
 QG0475'
 QG0475'REFERENCE MARK 1 IS A STANDARD DISK SET IN TOP OF A 12 INCH
 QG0475'SQUARE CONCRETE MONUMENT PROJECTING ABOUT 2 INCHES ABOVE GROUND
 QG0475'AND THE DISK IS STAMPED PISCAT NO 1 1958.  IT IS 97 FEET
 QG0475'NORTHEAST OF POWER POLE NO. 58, 56 FEET EAST OF ROAD SIGN, 68
 QG0475'FEET EAST OF WITNESS POST AND 32 FEET EAST OF CENTER OF STATE
 QG0475'HIGHWAY 116.
 QG0475'
 QG0475'REFERENCE MARK 3 A STANDARD DISK SET IN TOP OF A 12 INCH SQUARE
 QG0475'CONCRETE MONUMENT PROJECTING ABOUT 3 INCHES ABOVE GROUND AND THE
 QG0475'DISK IS STAMPED PISCAT 1958 NO 3 1975.  IT IS 130 FEET
 QG0475'NORTH-NORTHWEST OF CENTER OF V FORMED BY ROAD JUNCTION, 48.5
 QG0475'FEET SOUTH OF WITNESS POST, 43 FEET WEST OF CENTER OF STATE
 QG0475'HIGHWAY 116 AND 2 FEET EAST OF POWER POLE NO. 58.
 QG0475'
 QG0475'AZIMUTH MARK IS A STANDARD DISK SET IN TOP OF A 12 INCH SQUARE
 QG0475'CONCRETE MONUMENT PROJECTING ABOUT 4 INCHES ABOVE GROUND AND THE
 QG0475'DISK IS STAMPED PISCAT 1958.  IT IS 58 FEET WEST OF CENTER OF
 QG0475'STATE HIGHWAY 116, 31.5 FEET SOUTH-SOUTHWEST OF POWER POLE
 QG0475'NO. 55-1/2 AND 2.5 FEET EAST OF WITNESS POST.
 QG0475'
 QG0475'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QG0475'2-1/2 MILES NORTH-NORTHEAST OF HOWLAND.
 QG0475
 QG0475                          STATION RECOVERY (1978)
 QG0475
 QG0475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0475'SURFACE MONUMENT HAS SUFFERED DAMAGE FROM FROST ACTION AND SOIL
 QG0475'INSTABILITY.
 QG0475
 QG0475                          STATION RECOVERY (1978)
 QG0475
 QG0475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0475'SURFACE MONUMENT HAS SUFFERED DAMAGE FROM FROST ACTION AND SOIL
 QG0475'INSTABILITY.
 QG0475
 QG0475                          STATION RECOVERY (1978)
 QG0475
 QG0475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0475'SURFACE MONUMENT HAS SUFFERED DAMAGE FROM FROST ACTION AND SOIL
 QG0475'INSTABILITY.
 QG0475
 QG0475                          STATION RECOVERY (1981)
 QG0475
 QG0475'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1981 (BJR)
 QG0475'PISCAT 1958 RECOVERED GOOD.
 QG0475'
 QG0475'PISCAT NO. 1 1958 FOUND TO BE TIPPED.
 QG0475'
 QG0475'PISCAT NO. 3 1975 RECOVERED GOOD.
 QG0475'
 QG0475'AZ 1 STAMPED PISCAT 1958 RECOVERED GOOD.
 QG0475'
 QG0475'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2.5 MI. NORTHWEST
 QG0475'OF HOWLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0474 ***********************************************************************
 QG0474  DESIGNATION -  PISCAT AZ MK
 QG0474  PID         -  QG0474
 QG0474  STATE/COUNTY-  ME/PENOBSCOT
 QG0474  USGS QUAD   -  SEBOEIS (1988)
 QG0474
 QG0474                         *CURRENT SURVEY CONTROL
 QG0474  ___________________________________________________________________
 QG0474* NAD 83(1986)-  45 15 58.     (N)    068 40 36.     (W)     SCALED    
 QG0474* NAVD 88     -        50.532  (meters)     165.79   (feet)  ADJUSTED  
 QG0474  ___________________________________________________________________
 QG0474  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 QG0474  DYNAMIC HT  -          50.531 (meters)     165.78  (feet)  COMP
 QG0474  MODELED GRAV-     980,610.5   (mgal)                       NAVD 88
 QG0474
 QG0474  VERT ORDER  -  FIRST     CLASS II
 QG0474
 QG0474.The horizontal coordinates were scaled from a topographic map and have
 QG0474.an estimated accuracy of +/- 6 seconds.
 QG0474
 QG0474.The orthometric height was determined by differential leveling
 QG0474.and adjusted by the National Geodetic Survey in June 1991..
 QG0474
 QG0474.The geoid height was determined by GEOID03.
 QG0474
 QG0474.The dynamic height is computed by dividing the NAVD 88
 QG0474.geopotential number by the normal gravity value computed on the
 QG0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0474.degrees latitude (g = 980.6199 gals.).
 QG0474
 QG0474.The modeled gravity was interpolated from observed gravity values.
 QG0474
 QG0474;                    North         East    Units  Estimated Accuracy
 QG0474;SPC ME E     -   177,730.      286,140.      MT  (+/- 180 meters Scaled)
 QG0474
 QG0474                          SUPERSEDED SURVEY CONTROL
 QG0474
 QG0474.No superseded survey control is available for this station.
 QG0474
 QG0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL253125(NAD 83)
 QG0474_MARKER: DZ = AZIMUTH MARK DISK
 QG0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0474_STAMPING: PISCAT 1958
 QG0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0474+STABILITY: SURFACE MOTION
 QG0474_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QG0474+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2006
 QG0474
 QG0474  HISTORY     - Date     Condition        Report By
 QG0474  HISTORY     - 1958     MONUMENTED       CGS
 QG0474  HISTORY     - 1959     GOOD             NGS
 QG0474  HISTORY     - 1978     GOOD             NGS
 QG0474  HISTORY     - 1978     GOOD             NGS
 QG0474  HISTORY     - 1978     GOOD             NGS
 QG0474  HISTORY     - 20060120 GOOD             PLISGA
 QG0474
 QG0474                          STATION DESCRIPTION
 QG0474
 QG0474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QG0474'2 MI NW FROM HOWLAND.
 QG0474'2.0 MILES NORTHWEST ALONG STATE HIGHWAY 116 FROM THE NORTH END
 QG0474'OF THE LARGE STATE HIGHWAY 116 BRIDGE OVER PISCATAQUIS RIVER AT
 QG0474'HOWLAND, 0.2 MILE SOUTHEAST OF A Y JUNCTION, AT THE OUTSIDE OF A
 QG0474'CURVE, 27 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 QG0474'33 1/2 FEET SOUTH OF TELEPHONE POLE NO. 51, 2.6 FEET NORTHEAST
 QG0474'OF A METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE HGHWAY
 QG0474'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 QG0474'ABOVE THE GROUND.
 QG0474
 QG0474                          STATION RECOVERY (1978)
 QG0474
 QG0474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0474'RECOVERED IN GOOD CONDITION.
 QG0474
 QG0474                          STATION RECOVERY (1978)
 QG0474
 QG0474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0474'RECOVERED IN GOOD CONDITION.
 QG0474
 QG0474                          STATION RECOVERY (1978)
 QG0474
 QG0474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0474'RECOVERED IN GOOD CONDITION.
 QG0474
 QG0474                          STATION RECOVERY (2006)
 QG0474
 QG0474'RECOVERY NOTE BY PLISGA AND DAY 2006 (JMS)
 QG0474'IN ADDITION TO EXISTING DESCRIPTION, RECOVERED CONCRETE MONUMENT AND
 QG0474'WITNESS POST ABOUT 20 FEET NORTHERLY OF GRAVEL DRIVEWAY FOR HOUSE
 QG0474'NUMBER 114 ON ROUTE 116 (MATTAMISCONTIS ROAD). HEAVY CANOPY COVER, NOT
 QG0474'FAVORABLE SITE FOR GPS OBESERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DH6155 ***********************************************************************
 DH6155  DESIGNATION -  PISCAT RESET
 DH6155  PID         -  DH6155
 DH6155  STATE/COUNTY-  ME/PENOBSCOT
 DH6155  USGS QUAD   -  SEBOEIS (1988)
 DH6155
 DH6155                         *CURRENT SURVEY CONTROL
 DH6155  ___________________________________________________________________
 DH6155* NAD 83(1996)-  45 16 02.86617(N)    068 40 38.86751(W)     ADJUSTED  
 DH6155* NAVD 88     -        50.14   (+/-2cm)     164.5    (feet)  VERTCON   
 DH6155  ___________________________________________________________________
 DH6155  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 DH6155  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 DH6155
 DH6155  HORZ ORDER  -  SECOND
 DH6155  VERT ORDER  -  THIRD ? (See Below)
 DH6155
 DH6155.The horizontal coordinates were established by classical geodetic methods
 DH6155.and adjusted by the National Geodetic Survey in March 1998..
 DH6155
 DH6155.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH6155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH6155.The vertical order pertains to the NGVD 29 superseded value.
 DH6155
 DH6155.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6155
 DH6155.The geoid height was determined by GEOID03.
 DH6155
 DH6155;                    North         East     Units Scale Factor Converg.
 DH6155;SPC ME E     -   177,880.188   286,074.233   MT  0.99990238   -0 07 33.9
 DH6155;UTM  19      - 5,012,713.422   525,302.286   MT  0.99960787   +0 13 44.9
 DH6155
 DH6155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6155!SPC ME E     -   0.99999599  x   0.99990238  =   0.99989837
 DH6155!UTM  19      -   0.99999599  x   0.99960787  =   0.99960386
 DH6155
 DH6155|---------------------------------------------------------------------|
 DH6155| PID    Reference Object                     Distance      Geod. Az  |
 DH6155|                                                           dddmmss.s |
 DH6155| QG0477 PISCAT RM 1                          20.140 METERS 07300     |
 DH6155| QG1420 HOWLAND PINE TREE TANNING STK       APPROX. 3.7 KM 1522757.0 |
 DH6155| QG1419 HOWLAND PINE TREE TANNING TANK      APPROX. 3.6 KM 1544751.8 |
 DH6155| QG0474 PISCAT AZ MK                                       1565451.7 |
 DH6155| QG0476 PISCAT RM 2                          22.320 METERS 16130     |
 DH6155| CE9454 PISCAT RM 3                          14.964 METERS 18312     |
 DH6155|---------------------------------------------------------------------|
 DH6155
 DH6155                          SUPERSEDED SURVEY CONTROL
 DH6155
 DH6155  NAD 83(1992)-  45 16 02.86439(N)    068 40 38.86577(W) AD(       ) 2
 DH6155  NAD 83(1986)-  45 16 02.87060(N)    068 40 38.87201(W) AD(       ) 2
 DH6155  NAD 27      -  45 16 02.66840(N)    068 40 40.75920(W) AD(       ) 2
 DH6155  NGVD 29 (07/19/86)   50.33   (m)          165.1    (f) LEVELING    3  
 DH6155
 DH6155.Superseded values are not recommended for survey control.
 DH6155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6155.See file dsdata.txt to determine how the superseded data were derived.
 DH6155
 DH6155_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL2530212713(NAD 83)
 DH6155_MARKER: DH = HORIZONTAL CONTROL DISK
 DH6155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH6155_STAMPING: PISCAT 1958 1981
 DH6155_MARK LOGO: NGS   
 DH6155_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6155+STABILITY: SURFACE MOTION
 DH6155
 DH6155  HISTORY     - Date     Condition        Report By
 DH6155  HISTORY     - 1981     MONUMENTED       NGS
 DH6155
 DH6155                          STATION DESCRIPTION
 DH6155
 DH6155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 DH6155'THE STATION MARK WAS RECOVERED LOOSE IN THE GROUND.  THE MARK WAS
 DH6155'RESET OVER THE UNDERGROUND MARK AND RE-ENFORCED WITH CONCRETE.  THE
 DH6155'AZIMUTH MARK AND REFERENCE MARK 3 WERE RECOVERED IN GOOD CONDITION.
 DH6155'REFERENCE MARK 1 WAS FOUND TILTED OVER.  THE MARK WAS STRAIGHTENED UP
 DH6155'AND USED AS REFERENCE MARK 4.  A HIGHER VALUE OF 9 MINUTES WAS NOTED
 DH6155'IN THE DIRECTION TO REFERENCE MARK 3.  A SHORTER DISTANCE OF 0.006 M
 DH6155'(0.020 FT) WAS ALSO NOTED TO REFERENCE MARK 3.  A NEW DESCRIPTION
 DH6155'FOLLOWS.
 DH6155' 
 DH6155'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) SOUTHWEST OF SOUTH
 DH6155'LINCOLN, 4.0 KM (2.50 MI) NORTH NORTHWEST OF HOWLAND, 0.2 KM (0.10 MI)
 DH6155'EAST OF INTERSTATE HIGHWAY 95 AND ON THE WEST SIDE OF STATE HIGHWAY
 DH6155'116.  TO REACH THE STATION FROM THE ROAD JUNCTION AT THE NORTHEAST END
 DH6155'OF THE BRIDGE OVER THE PISCATAQUIS RIVER IN HOWLAND, GO NORTH ON STATE
 DH6155'HIGHWAY 116 FOR 3.4 KM (2.10 MI) TO THE AZIMUTH MARK ON THE LEFT.
 DH6155'CONTINUE NORTH ON HIGHWAY 116 FOR 0.2 KM (0.10 MI) TO A FORK.  TAKE
 DH6155'THE RIGHT FORK AND CONTINUE NORTH ON HIGHWAY 116 FOR 0.1 KM (0.05 MI)
 DH6155'TO THE STATION ON THE LEFT.
 DH6155' 
 DH6155'THE STATION IS A STANDARD NGS DISK STAMPED--PISCAT 1958 1981--, SET
 DH6155'INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES OR 30 CM ON SIDE
 DH6155'PROJECTING 2 INCHES OR 5 CM ABOVE THE GROUND LOCATED 176.0 FT (53.6 M)
 DH6155'NNW FROM THE CENTER OF THE V FORMED BY THE ROAD JUNCTION, 50.0 FT
 DH6155'(15.2 M) N FROM POWERLINE POLE NUMBER 58, 32.0 FT (9.8 M) W FROM THE
 DH6155'CENTER OF HIGHWAY 116, 10.0 FT (3.0 M) W FROM A HIGHWAY SIGN, AND 2.0
 DH6155'FT (0.6 M) E FROM A METAL WITNESS POST.  THE UNDERGROUND MARK IS A
 DH6155'STANDARD NGS DISK STAMPED--PISCAT--, SET INTO AN IRREGULAR MASS OF
 DH6155'CONCRETE 3 FT (0.9 M) BELOW THE SURFACE.  REFERENCE MARK NO 3 IS A
 DH6155'STANDARD NGS DISK STAMPED--PISCAT 1958 NO 3 1975--, SET INTO THE TOP
 DH6155'OF A SQUARE CONCRETE MONUMENT 12 INCHES OR 30 CM ON SIDE PROJECTING 2
 DH6155'INCHES OR 5 CM ABOVE THE GROUND LOCATED 130.0 FT (39.6 M) NNW FROM THE
 DH6155'CENTER OF THE V FORMED BY THE ROAD JUNCTION, 43.0 FT (13.1 M) W FROM
 DH6155'THE CENTER OF HIGHWAY 116, 2.0 FT (0.6 M) E FROM POWERLINE POLE NUMBER
 DH6155'58, AND 1 FT (0.3 M) LOWER THAN THE STATION.  REFERENCE MARK NO 4 IS A
 DH6155'STANDARD NGS DISK STAMPED--PISCAT 1958 NO 4 1981--, SET INTO THE TOP
 DH6155'OF A SQUARE CONCRETE MONUMENT 12 INCHES OR 30 CM ON SIDE PROJECTING 4
 DH6155'INCHES OR 10 CM ABOVE THE GROUND LOCATED 97.0 FT (29.6 M) NE FROM
 DH6155'POWERLINE POLE NUMBER 58, 32.0 FT (9.8 M) E FROM THE CENTER OF HIGHWAY
 DH6155'116, 2.0 FT (0.6 M) N FROM A METAL WITNESS POST, AND 3 FT (0.9 M)
 DH6155'HIGHER THAN THE STATION.  AZIMUTH MARK NO 1 IS A STANDARD NGS DISK
 DH6155'STAMPED--PISCAT 1958--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 DH6155'12 INCHES OR 30 CM ON SIDE PROJECTING 4 INCHES OR 10 CM ABOVE THE
 DH6155'GROUND LOCATED 58.0 FT (17.7 M) SW FROM THE CENTER OF HIGHWAY 116,
 DH6155'31.5 FT (9.6 M) SSE FROM POWERLINE POLE NUMBER 55 1-2, AND 2.5 FT (0.8
 DH6155'M) E FROM A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0477 ***********************************************************************
 QG0477  DESIGNATION -  PISCAT RM 1
 QG0477  PID         -  QG0477
 QG0477  STATE/COUNTY-  ME/PENOBSCOT
 QG0477  USGS QUAD   -  SEBOEIS (1988)
 QG0477
 QG0477                         *CURRENT SURVEY CONTROL
 QG0477  ___________________________________________________________________
 QG0477* NAD 83(1986)-  45 16 03.     (N)    068 40 34.     (W)     SCALED    
 QG0477* NAVD 88     -        50.887  (meters)     166.95   (feet)  ADJUSTED  
 QG0477  ___________________________________________________________________
 QG0477  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 QG0477  DYNAMIC HT  -          50.887 (meters)     166.95  (feet)  COMP
 QG0477  MODELED GRAV-     980,610.6   (mgal)                       NAVD 88
 QG0477
 QG0477  VERT ORDER  -  FIRST     CLASS II
 QG0477
 QG0477.The horizontal coordinates were scaled from a topographic map and have
 QG0477.an estimated accuracy of +/- 6 seconds.
 QG0477
 QG0477.The orthometric height was determined by differential leveling
 QG0477.and adjusted by the National Geodetic Survey in June 1991..
 QG0477.WARNING-Repeat measurements at this control monument indicate possible
 QG0477.vertical movement.
 QG0477
 QG0477.The geoid height was determined by GEOID03.
 QG0477
 QG0477.The dynamic height is computed by dividing the NAVD 88
 QG0477.geopotential number by the normal gravity value computed on the
 QG0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0477.degrees latitude (g = 980.6199 gals.).
 QG0477
 QG0477.The modeled gravity was interpolated from observed gravity values.
 QG0477
 QG0477;                    North         East    Units  Estimated Accuracy
 QG0477;SPC ME E     -   177,880.      286,180.      MT  (+/- 180 meters Scaled)
 QG0477
 QG0477                          SUPERSEDED SURVEY CONTROL
 QG0477
 QG0477  NGVD 29 (??/??/92)   51.070  (m)          167.55   (f) ADJ UNCH    1 2
 QG0477
 QG0477.Superseded values are not recommended for survey control.
 QG0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0477.See file dsdata.txt to determine how the superseded data were derived.
 QG0477
 QG0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL254127(NAD 83)
 QG0477_MARKER: DR = REFERENCE MARK DISK
 QG0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0477_STAMPING: PISCAT NO 1 1958
 QG0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0477+STABILITY: SURFACE MOTION
 QG0477
 QG0477  HISTORY     - Date     Condition        Report By
 QG0477  HISTORY     - 1958     MONUMENTED       CGS
 QG0477  HISTORY     - 1959     GOOD             NGS
 QG0477  HISTORY     - 1978     GOOD             NGS
 QG0477  HISTORY     - 1978     GOOD             NGS
 QG0477  HISTORY     - 1978     GOOD             NGS
 QG0477
 QG0477                          STATION DESCRIPTION
 QG0477
 QG0477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QG0477'2.2 MI NW FROM HOWLAND.
 QG0477'2.2 MILES NORTHWEST ALONG STATE HIGHWAY 116 FROM THE NORTH END
 QG0477'OF THE LARGE STATE HIGHWAY 116 BRIDGE OVER THE PISCATAQUIS RIVER
 QG0477'AT HOWLAND, NEAR A LARGE Y JUNCTION, 66.2 FEET EAST AND ACROSS
 QG0477'THE HIGHWAY FROM STATION, 32 1/2 FEET EAST OF CENTER LINE OF
 QG0477'HIGHWAY, 4 FEET WEST OF WEST EDGE OF HEAVILY WOODED AREA, 2 FEET
 QG0477'ABOVE THE LEVEL OF THE HIGHWAY, SET IN TOP OF CONCRETE POST
 QG0477'AND PROJECTING 3 INCHES.
 QG0477
 QG0477                          STATION RECOVERY (1978)
 QG0477
 QG0477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0477'RECOVERED IN GOOD CONDITION.
 QG0477
 QG0477                          STATION RECOVERY (1978)
 QG0477
 QG0477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0477'RECOVERED IN GOOD CONDITION.
 QG0477
 QG0477                          STATION RECOVERY (1978)
 QG0477
 QG0477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0477'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0476 ***********************************************************************
 QG0476  DESIGNATION -  PISCAT RM 2
 QG0476  PID         -  QG0476
 QG0476  STATE/COUNTY-  ME/PENOBSCOT
 QG0476  USGS QUAD   -  SEBOEIS (1988)
 QG0476
 QG0476                         *CURRENT SURVEY CONTROL
 QG0476  ___________________________________________________________________
 QG0476* NAD 83(1986)-  45 16 02.     (N)    068 40 38.     (W)     SCALED    
 QG0476* NAVD 88     -        50.728  (meters)     166.43   (feet)  ADJUSTED  
 QG0476  ___________________________________________________________________
 QG0476  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 QG0476  DYNAMIC HT  -          50.728 (meters)     166.43  (feet)  COMP
 QG0476  MODELED GRAV-     980,610.5   (mgal)                       NAVD 88
 QG0476
 QG0476  VERT ORDER  -  SECOND    CLASS 0
 QG0476
 QG0476.The horizontal coordinates were scaled from a topographic map and have
 QG0476.an estimated accuracy of +/- 6 seconds.
 QG0476
 QG0476.The orthometric height was determined by differential leveling
 QG0476.and adjusted by the National Geodetic Survey in June 1991..
 QG0476
 QG0476.The geoid height was determined by GEOID03.
 QG0476
 QG0476.The dynamic height is computed by dividing the NAVD 88
 QG0476.geopotential number by the normal gravity value computed on the
 QG0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0476.degrees latitude (g = 980.6199 gals.).
 QG0476
 QG0476.The modeled gravity was interpolated from observed gravity values.
 QG0476
 QG0476;                    North         East    Units  Estimated Accuracy
 QG0476;SPC ME E     -   177,850.      286,090.      MT  (+/- 180 meters Scaled)
 QG0476
 QG0476                          SUPERSEDED SURVEY CONTROL
 QG0476
 QG0476  NGVD 29 (??/??/92)   50.923  (m)          167.07   (f) ADJ UNCH    2 0
 QG0476
 QG0476.Superseded values are not recommended for survey control.
 QG0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0476.See file dsdata.txt to determine how the superseded data were derived.
 QG0476
 QG0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL253126(NAD 83)
 QG0476_MARKER: DR = REFERENCE MARK DISK
 QG0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0476_STAMPING: PISCAT NO 2 1958
 QG0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0476+STABILITY: SURFACE MOTION
 QG0476
 QG0476  HISTORY     - Date     Condition        Report By
 QG0476  HISTORY     - 1958     MONUMENTED       CGS
 QG0476  HISTORY     - 1959     GOOD             NGS
 QG0476  HISTORY     - 1978     MARK NOT FOUND   NGS
 QG0476  HISTORY     - 1978     MARK NOT FOUND   NGS
 QG0476  HISTORY     - 1978     MARK NOT FOUND   NGS
 QG0476
 QG0476                          STATION DESCRIPTION
 QG0476
 QG0476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QG0476'2.2 MI NW FROM HOWLAND.
 QG0476'2.2 MILES NORTHWEST ALONG STATE HIGHWAY 116 FROM THE NORTH END
 QG0476'OF THE LARGE STATE HIGHWAY 116 BRIDGE OVER PISCATAQUIS RIVER AT
 QG0476'HOWLAND, 12 YARDS NORTH OF SOUTH END OF A Y JUNCTION, 73.2 FEET
 QG0476'SOUTH OF STATION, 29 1/2 FEET WEST OF CENTER LINE OF STATE
 QG0476'HIGHWAY 116, 43 FEET EAST OF CENTER LINE OF ASPHALT ROAD, 37 1/2
 QG0476'FEET SOUTH-SOUTHEAST OF TELEPHONE POLE NO. 54, 1 FOOT ABOVE
 QG0476'THE LEVEL OF THE HIGHWAY, SET IN TOP OF CONCRETE POST PROJECTING
 QG0476'3 INCHES.
 QG0476
 QG0476                          STATION RECOVERY (1978)
 QG0476
 QG0476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0476'MARK NOT FOUND.
 QG0476
 QG0476                          STATION RECOVERY (1978)
 QG0476
 QG0476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0476'MARK NOT FOUND.
 QG0476
 QG0476                          STATION RECOVERY (1978)
 QG0476
 QG0476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0476'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2479 ***********************************************************************
 OC2479  DESIGNATION -  PISCATAQUA RIVER I95 BR E LT
 OC2479  PID         -  OC2479
 OC2479  STATE/COUNTY-  ME/YORK
 OC2479  USGS QUAD   -  PORTSMOUTH (1993)
 OC2479
 OC2479                         *CURRENT SURVEY CONTROL
 OC2479  ___________________________________________________________________
 OC2479* NAD 83(1996)-  43 05 33.27640(N)    070 45 58.82518(W)     ADJUSTED  
 OC2479* NAVD 88     -                                                        
 OC2479  ___________________________________________________________________
 OC2479  LAPLACE CORR-           3.35  (seconds)                    DEFLEC99
 OC2479  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 OC2479
 OC2479  HORZ ORDER  -  THIRD
 OC2479
 OC2479.The horizontal coordinates were established by classical geodetic methods
 OC2479.and adjusted by the National Geodetic Survey in March 1998..
 OC2479
 OC2479
 OC2479.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2479
 OC2479.The geoid height was determined by GEOID03.
 OC2479
 OC2479;                    North         East     Units Scale Factor Converg.
 OC2479;SPC ME W     -    28,973.470   851,177.071   MT  0.99999598   -0 24 34.9
 OC2479;UTM  19      - 4,772,609.478   356,243.292   MT  0.99985423   -1 12 25.0
 OC2479
 OC2479                          SUPERSEDED SURVEY CONTROL
 OC2479
 OC2479  NAD 83(1992)-  43 05 33.27570(N)    070 45 58.82515(W) AD(       ) 4
 OC2479  NAD 83(1986)-  43 05 33.27985(N)    070 45 58.83084(W) AD(       ) 4
 OC2479  NAD 27      -  43 05 32.96267(N)    070 46 00.63790(W) AD(       ) 3
 OC2479
 OC2479.Superseded values are not recommended for survey control.
 OC2479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2479.See file dsdata.txt to determine how the superseded data were derived.
 OC2479
 OC2479_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH5624372609(NAD 83)
 OC2479
 OC2479  HISTORY     - Date     Condition        Report By
 OC2479  HISTORY     - 1975     FIRST OBSERVED   NGS
 OC2479  HISTORY     - 19910302 GOOD             USPSQD
 OC2479
 OC2479                          STATION DESCRIPTION
 OC2479
 OC2479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 OC2479'THE STATION, PISCATAQUA RIVER INTERSTATE 95 BRIDGE LIGHT EAST,
 OC2479'IS THE LIGHT ATOP AND ON THE EAST SIDE OF THE NEW 6 LANE
 OC2479'INTERSTATE 95 BRIDGE OVER THE PISCATAQUA RIVER.  LOCATED ON THE
 OC2479'MAINE/NEW HAMPSHIRE STATE BOUNDARY.
 OC2479
 OC2479                          STATION RECOVERY (1991)
 OC2479
 OC2479'RECOVERY NOTE BY US POWER SQUADRON 1991 (MG)
 OC2479'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2480 ***********************************************************************
 OC2480  DESIGNATION -  PISCATAQUA RIVER I95 BR W LT
 OC2480  PID         -  OC2480
 OC2480  STATE/COUNTY-  ME/YORK
 OC2480  USGS QUAD   -  PORTSMOUTH (1993)
 OC2480
 OC2480                         *CURRENT SURVEY CONTROL
 OC2480  ___________________________________________________________________
 OC2480* NAD 83(1996)-  43 05 34.12939(N)    070 45 59.70113(W)     ADJUSTED  
 OC2480* NAVD 88     -                                                        
 OC2480  ___________________________________________________________________
 OC2480  LAPLACE CORR-           3.35  (seconds)                    DEFLEC99
 OC2480  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 OC2480
 OC2480  HORZ ORDER  -  THIRD
 OC2480
 OC2480.The horizontal coordinates were established by classical geodetic methods
 OC2480.and adjusted by the National Geodetic Survey in March 1998..
 OC2480
 OC2480
 OC2480.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2480
 OC2480.The geoid height was determined by GEOID03.
 OC2480
 OC2480;                    North         East     Units Scale Factor Converg.
 OC2480;SPC ME W     -    28,999.934   851,157.450   MT  0.99999600   -0 24 35.5
 OC2480;UTM  19      - 4,772,636.209   356,224.043   MT  0.99985430   -1 12 25.6
 OC2480
 OC2480                          SUPERSEDED SURVEY CONTROL
 OC2480
 OC2480  NAD 83(1992)-  43 05 34.12869(N)    070 45 59.70110(W) AD(       ) 4
 OC2480  NAD 83(1986)-  43 05 34.13285(N)    070 45 59.70681(W) AD(       ) 4
 OC2480  NAD 27      -  43 05 33.81528(N)    070 46 01.51342(W) AD(       ) 3
 OC2480
 OC2480.Superseded values are not recommended for survey control.
 OC2480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2480.See file dsdata.txt to determine how the superseded data were derived.
 OC2480
 OC2480_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH5622472636(NAD 83)
 OC2480
 OC2480  HISTORY     - Date     Condition        Report By
 OC2480  HISTORY     - 1975     FIRST OBSERVED   NGS
 OC2480  HISTORY     - 19910302 GOOD             USPSQD
 OC2480  HISTORY     - 20011011 GOOD             USPSQD
 OC2480
 OC2480                          STATION DESCRIPTION
 OC2480
 OC2480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 OC2480'THE STATION, PISCATAQUA RIVER INTERSTATE 95 LIGHT WEST, IS THE
 OC2480'LIGHT ATOP AND ON THE WEST SIDE OF THE NEW 6 LANE INTERSTATE 95
 OC2480'BRIDGE OVER THE PISCATAQUA RIVER.  LOCATED ON THE MAINE/NEW
 OC2480'HAMPSHIRE STATE BOUNDARY.
 OC2480
 OC2480                          STATION RECOVERY (1991)
 OC2480
 OC2480'RECOVERY NOTE BY US POWER SQUADRON 1991 (MG)
 OC2480'RECOVERED IN GOOD CONDITION.
 OC2480
 OC2480                          STATION RECOVERY (2001)
 OC2480
 OC2480'RECOVERY NOTE BY US POWER SQUADRON 2001 (LWP)
 OC2480'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1048 ***********************************************************************
 PF1048  DESIGNATION -  PISGAH
 PF1048  PID         -  PF1048
 PF1048  STATE/COUNTY-  ME/KENNEBEC
 PF1048  USGS QUAD   -  WAYNE (1966)
 PF1048
 PF1048                         *CURRENT SURVEY CONTROL
 PF1048  ___________________________________________________________________
 PF1048* NAD 83(1996)-  44 18 21.89907(N)    070 01 26.10313(W)     ADJUSTED  
 PF1048* NAVD 88     -       246.6    (meters)     809.     (feet)  VERTCON   
 PF1048  ___________________________________________________________________
 PF1048  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 PF1048  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 PF1048
 PF1048  HORZ ORDER  -  THIRD
 PF1048
 PF1048.The horizontal coordinates were established by classical geodetic methods
 PF1048.and adjusted by the National Geodetic Survey in March 1998..
 PF1048
 PF1048.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF1048.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF1048
 PF1048.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1048
 PF1048.The geoid height was determined by GEOID03.
 PF1048
 PF1048;                    North         East     Units Scale Factor Converg.
 PF1048;SPC ME W     -   163,632.619   911,389.960   MT  0.99996826   +0 05 59.0
 PF1048;UTM  19      - 4,906,379.472   418,331.414   MT  0.99968203   -0 42 54.9
 PF1048
 PF1048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1048!SPC ME W     -   0.99996542  x   0.99996826  =   0.99993368
 PF1048!UTM  19      -   0.99996542  x   0.99968203  =   0.99964746
 PF1048
 PF1048|---------------------------------------------------------------------|
 PF1048| PID    Reference Object                     Distance      Geod. Az  |
 PF1048|                                                           dddmmss.s |
 PF1048| CE8626 PISGAH RM 1                          10.920 METERS 06311     |
 PF1048| PE1400 GARD                                APPROX.21.0 KM 1311435.3 |
 PF1048| CE8627 PISGAH RM 2                           6.344 METERS 16259     |
 PF1048|---------------------------------------------------------------------|
 PF1048
 PF1048                          SUPERSEDED SURVEY CONTROL
 PF1048
 PF1048  NAD 83(1992)-  44 18 21.89817(N)    070 01 26.10162(W) AD(       ) 3
 PF1048  NAD 83(1986)-  44 18 21.90349(N)    070 01 26.10657(W) AD(       ) 3
 PF1048  NAD 27      -  44 18 21.64909(N)    070 01 27.92459(W) AD(       ) 3
 PF1048  NGVD 29 (07/19/86)  246.8    (m)          810.     (f) VERT ANG       
 PF1048
 PF1048.Superseded values are not recommended for survey control.
 PF1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1048.See file dsdata.txt to determine how the superseded data were derived.
 PF1048
 PF1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK1833106379(NAD 83)
 PF1048_MARKER: DD = SURVEY DISK
 PF1048_SETTING: 66 = SET IN ROCK OUTCROP
 PF1048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PF1048+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2002
 PF1048
 PF1048  HISTORY     - Date     Condition        Report By
 PF1048  HISTORY     - 1975     MONUMENTED       MEDT
 PF1048  HISTORY     - 20020419 GOOD             INDIV
 PF1048
 PF1048                          STATION DESCRIPTION
 PF1048
 PF1048'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975 (RCA)
 PF1048'THE STATION IS LOCATED IN THE TOWN OF MONMOUTH ON THE SUMMIT OF
 PF1048'MOUNT PISGAH UNDER THE SOUTHEAST CORNER OF THE MT PISGAH LOOKOUT
 PF1048'TOWER.  IT IS 2.4 MILES WEST OF THE TOWN OF WINTHROP AND 4.7
 PF1048'MILES SOUTHEAST OF THE TOWN OF WAYNE.
 PF1048'
 PF1048'TO REACH FROM THE POST OFFICE IN NORTH MONMOUTH, GO SOUTHEAST ON
 PF1048'NEW STREET 0.05 MILES TO THE INTERSECTION OF PISGAH ROAD, TURN
 PF1048'LEFT GO 1.3 MILES ON PISGAH ROAD TO A SIDE ROAD LEFT (DEAD END
 PF1048'ROAD).  CONTINUE ON PISGAH ROAD 0.7 MILES TO THE MAINE FOREST
 PF1048'SERVICE FIRE WARDENS CABIN ON THE RIGHT.  TURN RIGHT, AND GO 1.0
 PF1048'MILES TO THE SUMMIT OF PISGAH MOUNTAIN AND THE STATION.
 PF1048'
 PF1048'THE STATION MARK IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 PF1048'DISK STAMPED 1974 PISGAH AND SET IN A DRILL HOLE IN OUTCROPPING
 PF1048'BEDROCK.  IT IS 66.9 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 PF1048'A MAINE FOREST SERVICE BUILDING, 12.2 FEET SOUTH-SOUTHWEST OF THE
 PF1048'NORTHEAST LEG OF THE LOOKOUT TOWER, 16.3 FEET SOUTHEAST OF THE
 PF1048'NORTHWEST LEG OF THE LOOKOUT TOWER, AND 21.2 FEET NORTHEAST OF A
 PF1048'POWER POLE NUMBER 15.
 PF1048'
 PF1048'REFERENCE MARK 1 IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 PF1048'DISK STAMPED, 1974 PISGAH RM 1, AND SET IN A DRILL HOLE IN
 PF1048'OUTCROPPING BEDROCK.  IT IS 28.3 FEET EAST-SOUTHEAST OF THE
 PF1048'NORTHEAST LEG OF THE LOOKOUT TOWER, AND 61.0 FEET NORTH OF THE
 PF1048'NORTHWEST CORNER OF THE MAINE FOREST SERVICE BUILDING.
 PF1048'
 PF1048'REFERENCE MARK 2 IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 PF1048'DISK STAMPED, 1974 PISGAH RM 2, AND SET IN A DRILL HOLE IN
 PF1048'OUTCROPPING BEDROCK.  IT IS 16.0 FEET SOUTHWEST OF THE SOUTHEAST
 PF1048'LEG OF THE LOOKOUT TOWER, 19.2 FEET EAST OF A POWER POLE NUMBER 15,
 PF1048'AND 51.5 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE MAINE
 PF1048'FOREST SERVICE BUILDING.
 PF1048'
 PF1048'NO AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 PF1048'
 PF1048'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 PF1048
 PF1048                          STATION RECOVERY (2002)
 PF1048
 PF1048'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (LCD)
 PF1048'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2251 ***********************************************************************
 PE2251  DESIGNATION -  PITTSFIELD
 PE2251  PID         -  PE2251
 PE2251  STATE/COUNTY-  ME/SOMERSET
 PE2251  USGS QUAD   -  PITTSFIELD (1982)
 PE2251
 PE2251                         *CURRENT SURVEY CONTROL
 PE2251  ___________________________________________________________________
 PE2251* NAD 83(1996)-  44 47 45.43746(N)    069 23 23.13931(W)     ADJUSTED  
 PE2251* NAVD 88     -        97.1    (meters)     319.     (feet)  VERTCON   
 PE2251  ___________________________________________________________________
 PE2251  LAPLACE CORR-           3.52  (seconds)                    DEFLEC99
 PE2251  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 PE2251
 PE2251  HORZ ORDER  -  SECOND
 PE2251
 PE2251.The horizontal coordinates were established by classical geodetic methods
 PE2251.and adjusted by the National Geodetic Survey in March 1998..
 PE2251
 PE2251.The NAVD 88 height was computed by applying the VERTCON shift value to
 PE2251.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PE2251
 PE2251.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2251
 PE2251.The geoid height was determined by GEOID03.
 PE2251
 PE2251;                    North         East     Units Scale Factor Converg.
 PE2251;SPC ME W     -   218,350.571   961,471.553   MT  1.00001312   +0 32 50.7
 PE2251;SPC ME E     -   125,855.439   229,603.631   MT  0.99996092   -0 37 37.0
 PE2251;UTM  19      - 4,960,357.857   469,172.040   MT  0.99961169   -0 16 28.6
 PE2251
 PE2251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2251!SPC ME W     -   0.99998876  x   1.00001312  =   1.00000188
 PE2251!SPC ME E     -   0.99998876  x   0.99996092  =   0.99994968
 PE2251!UTM  19      -   0.99998876  x   0.99961169  =   0.99960045
 PE2251
 PE2251|---------------------------------------------------------------------|
 PE2251| PID    Reference Object                     Distance      Geod. Az  |
 PE2251|                                                           dddmmss.s |
 PE2251| CE8628 PITTSFIELD RM 1                       9.841 METERS 01729     |
 PE2251| PE2252 PITTSFIELD ME CENT INST BELFRY      APPROX. 1.9 KM 1721431.6 |
 PE2251| PE2253 PITTSFIELD CIANCHETTE RAD MAST      APPROX. 3.6 KM 2134252.4 |
 PE2251| CE8629 PITTSFIELD RM 2                      13.328 METERS 32620     |
 PE2251|---------------------------------------------------------------------|
 PE2251
 PE2251                          SUPERSEDED SURVEY CONTROL
 PE2251
 PE2251  NAD 83(1992)-  44 47 45.43584(N)    069 23 23.13394(W) AD(       ) 2
 PE2251  NAD 83(1986)-  44 47 45.43951(N)    069 23 23.14688(W) AD(       ) 2
 PE2251  NAD 27      -  44 47 45.20780(N)    069 23 24.96480(W) AD(       ) 2
 PE2251  NGVD 29 (07/19/86)   97.3    (m)          319.     (f) VERT ANG       
 PE2251
 PE2251.Superseded values are not recommended for survey control.
 PE2251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2251.See file dsdata.txt to determine how the superseded data were derived.
 PE2251
 PE2251_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK6917260358(NAD 83)
 PE2251_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PE2251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE2251
 PE2251  HISTORY     - Date     Condition        Report By
 PE2251  HISTORY     - 1958     MONUMENTED       CGS
 PE2251  HISTORY     - 1984     GOOD             USPSQD
 PE2251  HISTORY     - 1989     GOOD             USPSQD
 PE2251
 PE2251                          STATION DESCRIPTION
 PE2251
 PE2251'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 PE2251'STATION IS LOCATED JUST NORTHWEST OF PITTSFIELD ON A SMALL SHARP
 PE2251'KNOLL AT THE SITE OF THE PITTSFIELD MUNICIPAL STANDPIPE.  STATION
 PE2251'IS 21 FEET SOUTH OF THE SMALL SKI TOW SHACK WHICH IS ON THE SOUTH
 PE2251'SIDE OF THE STANDPIPE.  THE MARK IS FLUSH WITH THE GROUND AND
 PE2251'THE DISK IS STAMPED PITTSFIELD 1958.
 PE2251'
 PE2251'REFERENCE MARK NO. 1 IS 11 FEET SOUTHEAST OF STANDPIPE AND 4
 PE2251'FEET EAST OF THE NORTHEAST CORNER OF SKI TOW SHACK.  THE MARK IS
 PE2251'FLUSH WITH THE GROUND AND THE DISK IS STAMPED PITTSFIELD NO 1 1958.
 PE2251'
 PE2251'REFERENCE MARK NO. 2 IS 11 FEET SOUTHWEST OF STANDPIPE.  THE DISK
 PE2251'IS CEMENTED FLUSH IN A DRILL HOLE IN THE CONCRETE CURBING AND IS
 PE2251'STAMPED PITTSFIELD NO 2 1958.
 PE2251'
 PE2251'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAY S 100 AND 152
 PE2251'IN PITTSFIELD, GO WEST ON STATE HIGHWAY 152 FOR 0.2 MILE TO CROSS
 PE2251'STREET.  BEAR RIGHT AND GO NORTHWEST ON STATE HIGHWAY 152 FOR 0.9
 PE2251'MILE TO A TRACK ROAD RIGHT.  TURN RIGHT AND FOLLOW TRACK ROAD UP
 PE2251'HILL FOR 0.1 MILE TO STATION AS DESCRIBED.
 PE2251'
 PE2251'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 PE2251
 PE2251                          STATION RECOVERY (1984)
 PE2251
 PE2251'RECOVERY NOTE BY US POWER SQUADRON 1984 (ELG)
 PE2251'PITTSFIELD 1958 FOUND GOOD.
 PE2251'
 PE2251'PITTSFIELD NO 1 1958, PITTSFIELD NO 2 1958 FOUND GOOD.
 PE2251'
 PE2251'THE STATION AND TWO REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 PE2251'AS PREVIOUSLY DESCRIBED.
 PE2251
 PE2251                          STATION RECOVERY (1989)
 PE2251
 PE2251'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELG)
 PE2251'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2253 ***********************************************************************
 PE2253  DESIGNATION -  PITTSFIELD CIANCHETTE RAD MAST
 PE2253  PID         -  PE2253
 PE2253  STATE/COUNTY-  ME/SOMERSET
 PE2253  USGS QUAD   -  PITTSFIELD (1982)
 PE2253
 PE2253                         *CURRENT SURVEY CONTROL
 PE2253  ___________________________________________________________________
 PE2253* NAD 83(1996)-  44 46 08.60684(N)    069 24 53.83333(W)     ADJUSTED  
 PE2253* NAVD 88     -                                                        
 PE2253  ___________________________________________________________________
 PE2253  LAPLACE CORR-           3.39  (seconds)                    DEFLEC99
 PE2253  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 PE2253
 PE2253  HORZ ORDER  -  THIRD
 PE2253
 PE2253.The horizontal coordinates were established by classical geodetic methods
 PE2253.and adjusted by the National Geodetic Survey in March 1998..
 PE2253
 PE2253
 PE2253.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2253
 PE2253.The geoid height was determined by GEOID03.
 PE2253
 PE2253;                    North         East     Units Scale Factor Converg.
 PE2253;SPC ME W     -   215,342.891   959,505.834   MT  1.00001019   +0 31 45.9
 PE2253;SPC ME E     -   122,888.813   227,576.797   MT  0.99996448   -0 38 39.8
 PE2253;UTM  19      - 4,957,379.870   467,164.186   MT  0.99961326   -0 17 32.0
 PE2253
 PE2253                          SUPERSEDED SURVEY CONTROL
 PE2253
 PE2253  NAD 83(1992)-  44 46 08.60330(N)    069 24 53.83125(W) AD(       ) 4
 PE2253  NAD 83(1986)-  44 46 08.60685(N)    069 24 53.84480(W) AD(       ) 4
 PE2253  NAD 27      -  44 46 08.37400(N)    069 24 55.66400(W) AD(       ) 3
 PE2253
 PE2253.Superseded values are not recommended for survey control.
 PE2253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2253.See file dsdata.txt to determine how the superseded data were derived.
 PE2253
 PE2253_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK6716457380(NAD 83)
 PE2253_MARKER: 42 = RADIO/TV MAST
 PE2253
 PE2253  HISTORY     - Date     Condition        Report By
 PE2253  HISTORY     - 1958     FIRST OBSERVED   CGS
 PE2253  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 PE2253
 PE2253                          STATION DESCRIPTION
 PE2253
 PE2253'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 PE2253'STATION IS LOCATED ABOUT 2 MILES SOUTHWEST OF PITTSFIELD.  IT
 PE2253'IS ABOUT 100 FEET HIGH, PAINTED RED AND WHITE AND IS OWNED BY
 PE2253'THE J.R. CIANCHETTE AND SON CONSTRUCTION COMPANY.
 PE2253'
 PE2253'THE POINT INTERSECTED WAS THE CENTER OF THE TOP OF MAST.
 PE2253'
 PE2253'TO REACH FROM THE RAILROAD CROSSING AND DEPOT IN PITTSFIELD,
 PE2253'GO SOUTHWESTERLY ON STATE HIGHWAY 100 FOR 1.55 MILES TO A SIDE
 PE2253'ROAD RIGHT AT A TASTEE FREEZE STAND ON THE RIGHT.  TURN RIGHT
 PE2253'(WESTERLY) 0.65 TO THE STATION ON THE RIGHT.
 PE2253
 PE2253                          STATION RECOVERY (1984)
 PE2253
 PE2253'RECOVERY NOTE BY US POWER SQUADRON 1984 (ELG)
 PE2253'STATION FOUND DESTROYED.
 PE2253'
 PE2253'THE MAST HAS BEEN REMOVED.  ONLY ANCHOR BOLTS IN THE OLD FOUNDATION
 PE2253'REMAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2252 ***********************************************************************
 PE2252  DESIGNATION -  PITTSFIELD ME CENT INST BELFRY
 PE2252  PID         -  PE2252
 PE2252  STATE/COUNTY-  ME/SOMERSET
 PE2252  USGS QUAD   -  PITTSFIELD (1982)
 PE2252
 PE2252                         *CURRENT SURVEY CONTROL
 PE2252  ___________________________________________________________________
 PE2252* NAD 83(1996)-  44 46 45.94082(N)    069 23 11.75897(W)     ADJUSTED  
 PE2252* NAVD 88     -                                                        
 PE2252  ___________________________________________________________________
 PE2252  LAPLACE CORR-           3.48  (seconds)                    DEFLEC99
 PE2252  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 PE2252
 PE2252  HORZ ORDER  -  THIRD
 PE2252
 PE2252.The horizontal coordinates were established by classical geodetic methods
 PE2252.and adjusted by the National Geodetic Survey in March 1998..
 PE2252
 PE2252
 PE2252.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2252
 PE2252.The geoid height was determined by GEOID03.
 PE2252
 PE2252;                    North         East     Units Scale Factor Converg.
 PE2252;SPC ME W     -   216,516.437   961,739.295   MT  1.00001352   +0 32 58.1
 PE2252;UTM  19      - 4,958,520.809   469,413.348   MT  0.99961150   -0 16 20.3
 PE2252
 PE2252                          SUPERSEDED SURVEY CONTROL
 PE2252
 PE2252  NAD 83(1992)-  44 46 45.93794(N)    069 23 11.75404(W) AD(       ) 4
 PE2252  NAD 83(1986)-  44 46 45.94128(N)    069 23 11.76722(W) AD(       ) 4
 PE2252  NAD 27      -  44 46 45.70800(N)    069 23 13.58700(W) AD(       ) 3
 PE2252
 PE2252.Superseded values are not recommended for survey control.
 PE2252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2252.See file dsdata.txt to determine how the superseded data were derived.
 PE2252
 PE2252_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK6941358521(NAD 83)
 PE2252_MARKER: 75 = BELFRY
 PE2252
 PE2252  HISTORY     - Date     Condition        Report By
 PE2252  HISTORY     - 1958     FIRST OBSERVED   CGS
 PE2252  HISTORY     - 1984     GOOD             USPSQD
 PE2252  HISTORY     - 1989     GOOD             USPSQD
 PE2252
 PE2252                          STATION DESCRIPTION
 PE2252
 PE2252'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 PE2252'STATION IS LOCATED IN THE SOUTH PART OF PITTSFIELD ALONG THE
 PE2252'WEST SIDE OF STATE HIGHWAY 100.  STATION IS ON TOP OF A THREE STORY
 PE2252'BRICK BUILDING WHICH IS IN THE CENTER OF THE INSTITUTE.
 PE2252'
 PE2252'THE POINT INTERSECTED WAS THE HIGHEST POINT OF THE BELFRY.
 PE2252'
 PE2252'TO REACH STATION FROM THE RAILROAD CROSSING IN PITTSFIELD GO SOUTH
 PE2252'SOUTH ON STATE HIGHWAY 100 FOR 0.25 MILE TO STATION ON THE RIGHT AS
 PE2252'DESCRIBED.
 PE2252
 PE2252                          STATION RECOVERY (1984)
 PE2252
 PE2252'RECOVERY NOTE BY US POWER SQUADRON 1984 (ELG)
 PE2252'STATION RECOVERED GOOD.
 PE2252'
 PE2252'THE 1958 DESCRIPTION OF J. C. ELLERBE IS GOOD.
 PE2252
 PE2252                          STATION RECOVERY (1989)
 PE2252
 PE2252'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELG)
 PE2252'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2250 ***********************************************************************
 PE2250  DESIGNATION -  PITTSFIELD WATER WORKS SPIPE
 PE2250  PID         -  PE2250
 PE2250  STATE/COUNTY-  ME/SOMERSET
 PE2250  USGS QUAD   -  PITTSFIELD (1982)
 PE2250
 PE2250                         *CURRENT SURVEY CONTROL
 PE2250  ___________________________________________________________________
 PE2250* NAD 83(1996)-  44 47 45.91799(N)    069 23 23.22096(W)     ADJUSTED  
 PE2250* NAVD 88     -                                                        
 PE2250  ___________________________________________________________________
 PE2250  LAPLACE CORR-           3.52  (seconds)                    DEFLEC99
 PE2250  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 PE2250
 PE2250  HORZ ORDER  -  THIRD
 PE2250
 PE2250.The horizontal coordinates were established by classical geodetic methods
 PE2250.and adjusted by the National Geodetic Survey in March 1998..
 PE2250
 PE2250
 PE2250.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2250
 PE2250.The geoid height was determined by GEOID03.
 PE2250
 PE2250;                    North         East     Units Scale Factor Converg.
 PE2250;SPC ME W     -   218,365.387   961,469.617   MT  1.00001311   +0 32 50.6
 PE2250;SPC ME E     -   125,870.290   229,601.999   MT  0.99996092   -0 37 37.0
 PE2250;UTM  19      - 4,960,372.693   469,170.318   MT  0.99961169   -0 16 28.7
 PE2250
 PE2250                          SUPERSEDED SURVEY CONTROL
 PE2250
 PE2250  NAD 83(1992)-  44 47 45.91636(N)    069 23 23.21581(W) AD(       ) 4
 PE2250  NAD 83(1986)-  44 47 45.91982(N)    069 23 23.22885(W) AD(       ) 4
 PE2250  NAD 27      -  44 47 45.69600(N)    069 23 25.01700(W) AD(       ) 3
 PE2250
 PE2250.Superseded values are not recommended for survey control.
 PE2250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2250.See file dsdata.txt to determine how the superseded data were derived.
 PE2250
 PE2250_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK6917060373(NAD 83)
 PE2250
 PE2250  HISTORY     - Date     Condition        Report By
 PE2250  HISTORY     - 1958     MONUMENTED       CGS
 PE2250  HISTORY     - 1984     GOOD             USPSQD
 PE2250  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 PE2250
 PE2250                          STATION DESCRIPTION
 PE2250
 PE2250'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 PE2250'STATION IS LOCATED AT THE NORTHWEST EDGE OF PITTSFIELD ON A
 PE2250'SMALL KNOLL.  IT IS ABOUT 75 FEET HIGH AND PAINTED SILVER.
 PE2250'
 PE2250'THE POINT INTERSECTED WAS THE CENTER OF STANDPIPE.
 PE2250'
 PE2250'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 100 AND 152 IN
 PE2250'PITTSFIELD, GO WEST ON HIGHWAY 152 FOR 0.2 MILE TO CROSS
 PE2250'STREETS.  BEAR RIGHT ON HIGHWAY 152 FOR 0,9 MILE TO THE STANDPIPE
 PE2250'ON THE RIGHT.
 PE2250
 PE2250                          STATION RECOVERY (1984)
 PE2250
 PE2250'RECOVERY NOTE BY US POWER SQUADRON 1984 (ELG)
 PE2250'STATION RECOVERED GOOD.
 PE2250'
 PE2250'THE 1958 DESCRIPTION OF J. C. ELLERBE IS STILL GOOD.
 PE2250
 PE2250                          STATION RECOVERY (1989)
 PE2250
 PE2250'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELG)
 PE2250'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2539 ***********************************************************************
 PE2539  PACS        -  This is a Primary Airport Control Station.
 PE2539  DESIGNATION -  PITTSPORT
 PE2539  PID         -  PE2539
 PE2539  STATE/COUNTY-  ME/SOMERSET
 PE2539  USGS QUAD   -  NEWPORT (1982)
 PE2539
 PE2539                         *CURRENT SURVEY CONTROL
 PE2539  ___________________________________________________________________
 PE2539* NAD 83(1996)-  44 46 19.22409(N)    069 22 27.96336(W)     ADJUSTED  
 PE2539* NAVD 88     -        59.34   (meters)     194.7    (feet)  GPS OBS   
 PE2539  ___________________________________________________________________
 PE2539  X           -   1,597,670.271 (meters)                     COMP
 PE2539  Y           -  -4,244,780.949 (meters)                     COMP
 PE2539  Z           -   4,469,420.874 (meters)                     COMP
 PE2539  LAPLACE CORR-           3.22  (seconds)                    DEFLEC99
 PE2539  ELLIP HEIGHT-          33.91  (meters)          (01/07/02) GPS OBS
 PE2539  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 PE2539
 PE2539  HORZ ORDER  -  B
 PE2539  ELLP ORDER  -  FIFTH     CLASS I
 PE2539
 PE2539.This mark is at Pittsfield Airport (2B7)
 PE2539
 PE2539.The horizontal coordinates were established by GPS observations
 PE2539.and adjusted by the National Geodetic Survey in July 1997..
 PE2539
 PE2539.The orthometric height was determined by GPS observations and a
 PE2539.high-resolution geoid model.
 PE2539
 PE2539.GPS derived orthometric heights for airport stations designated as
 PE2539.PACS or SACS are published to 2 decimal places.  This maintains
 PE2539.centimeter relative accuracy between the PACS and SACS.  It does
 PE2539.not indicate centimeter accuracy relative to other marks which are
 PE2539.part of the NAVD 88 network.
 PE2539
 PE2539.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PE2539
 PE2539.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2539
 PE2539.The ellipsoidal height was determined by GPS observations
 PE2539.and is referenced to NAD 83.
 PE2539
 PE2539.The geoid height was determined by GEOID03.
 PE2539
 PE2539;                    North         East     Units Scale Factor Converg.
 PE2539;SPC ME W     -   215,701.058   962,710.176   MT  1.00001501   +0 33 28.7
 PE2539;UTM  19      - 4,957,691.924   470,372.048   MT  0.99961079   -0 15 49.4
 PE2539
 PE2539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2539!SPC ME W     -   0.99999468  x   1.00001501  =   1.00000969
 PE2539!UTM  19      -   0.99999468  x   0.99961079  =   0.99960548
 PE2539
 PE2539:                Primary Azimuth Mark                     Grid Az
 PE2539:SPC ME W     -  PITTSPORT AZ MK                          173 59 53.9
 PE2539:UTM  19      -  PITTSPORT AZ MK                          174 49 12.0
 PE2539
 PE2539|---------------------------------------------------------------------|
 PE2539| PID    Reference Object                     Distance      Geod. Az  |
 PE2539|                                                           dddmmss.s |
 PE2539| PE2540 PITTSPORT AZ MK                     471.401 METERS 1743322.6 |
 PE2539|---------------------------------------------------------------------|
 PE2539
 PE2539                          SUPERSEDED SURVEY CONTROL
 PE2539
 PE2539  ELLIP H (07/24/97)   33.88   (m)                       GP(       ) 1 1
 PE2539  NAD 83(1992)-  44 46 19.22400(N)    069 22 27.96282(W) AD(1995.00) B
 PE2539  ELLIP H (04/19/96)   33.89   (m)                       GP(1995.00) 3 1
 PE2539  NAD 83(1992)-  44 46 19.22314(N)    069 22 27.96270(W) AD(       ) 1
 PE2539  ELLIP H (01/28/95)   33.88   (m)                       GP(       ) 4 2
 PE2539  NAD 83(1986)-  44 46 19.22409(N)    069 22 27.97481(W) AD(       ) 1
 PE2539  NGVD 29 (11/20/87)   59.51   (m)          195.2    (f) LEVELING    3  
 PE2539
 PE2539.Superseded values are not recommended for survey control.
 PE2539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2539.See file dsdata.txt to determine how the superseded data were derived.
 PE2539
 PE2539_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK7037257692(NAD 83)
 PE2539_MARKER: DH = HORIZONTAL CONTROL DISK
 PE2539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE2539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE2539_STAMPING: PITTSPORT 1985
 PE2539_MARK LOGO: NGS   
 PE2539_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE2539+STABILITY: SURFACE MOTION
 PE2539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE2539+SATELLITE: SATELLITE OBSERVATIONS - July 02, 1996
 PE2539
 PE2539  HISTORY     - Date     Condition        Report By
 PE2539  HISTORY     - 1985     MONUMENTED       NGS
 PE2539  HISTORY     - 19951009 GOOD             CHANCE
 PE2539  HISTORY     - 19960702 GOOD             NGS
 PE2539
 PE2539                          STATION DESCRIPTION
 PE2539
 PE2539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (MRM)
 PE2539'THE STATION IS LOCATED ABOUT 1.3 KM (0.8 MI)
 PE2539'SOUTH-SOUTHEAST OF PITTSFIELD, AT THE  PITTSFIELD MUNICIPAL
 PE2539'AIRPORT, ALONG THE MAIN RUNWAY, ON A CLEARED FLAT BENCH, NEAR THE
 PE2539'WINDSOCK.
 PE2539'OWNERSHIP--TOWN OF PITTSFIELD, CHARLES ANDREWS - AIRPORT MANAGER,
 PE2539'P.O. BOX 220, PITTSFIELD ME 04967, PHONE 207-487-5213.
 PE2539'
 PE2539'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11, 152
 PE2539'AND 100 IN PITTSFIELD, GO SOUTH FOR 0.2 KM (0.1 MI) ON HIGHWAYS 11
 PE2539'AND 100 TO A RAILROAD CROSSING.  CONTINUE SOUTH FOR 0.5 KM (0.3 MI)
 PE2539'TO A PAVED STREET LEFT.  TURN LEFT AND GO EASTERLY FOR 0.6 KM (0.4
 PE2539'MI) ON PELTOMA AVENUE TO A ROAD RIGHT.
 PE2539'TURN RIGHT AND GO SOUTHEAST FOR 0.3 KM (0.2 MI) ON HARRISON AVENUE
 PE2539'TO THE AIRPORT ENTRANCE.  PASS THROUGH GATE, THEN TURN LEFT AND GO
 PE2539'0.2 KM (0.1 MI) ON THE TARMAC TO THE RUNWAY.  TURN RIGHT AND GO
 PE2539'SOUTHERLY FOR 0.2 KM (0.15 MI) ALONG THE RUNWAY TO THE STATION ON
 PE2539'THE LEFT.
 PE2539'
 PE2539'THE STATION IS A STANDARD NGS DISK
 PE2539'STAMPED---PITTSPORT 1985---,
 PE2539'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 PE2539'30 CM IN DIAMETER PROJECTING 5 CM ABOVE GROUND.  LOCATED
 PE2539'86.2 METERS (282.8 FT) SOUTH FROM THE SOUTH EDGE OF THE OLD RUNWAY,
 PE2539'60.7 METERS (199 FT) EAST FROM THE EAST EDGE OF RUNWAY 1-19,
 PE2539'23.8 METERS (78.0 FT) WEST FROM THE WINDSOCK,
 PE2539'20 METERS (65.5 FT) SOUTH FROM THE NORTH EDGE OF THE BENCH,
 PE2539'1.5 METERS (5.0 FT) EAST FROM THE WEST EDGE OF THE BENCH AND
 PE2539'0.8 METERS (2.6 FT) NORTH FROM A CARSONITE WITNESS POST.
 PE2539'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 PE2539'STAMPED---PITTSPORT 1985---,
 PE2539'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 PE2539'
 PE2539'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK
 PE2539'STAMPED---PITTSPORT 1985---,
 PE2539'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 PE2539'30 CM IN DIAMETER PROJECTING 1 CM ABOVE GROUND.  LOCATED
 PE2539'521 METERS (1709 FT) NORTH FROM THE SOUTH END OF THE RUNWAY,
 PE2539'26.6 METERS (87.3 FT) SOUTH FROM A RUNWAY LIGHT ON A PIPE,
 PE2539'24.9 METERS (81.7 FT) EAST FROM THE APPROXIMATE CENTER OF THE
 PE2539'RUNWAY,
 PE2539'9.3 METERS (30.5 FT) NORTH FROM AN OLD LIGHT SOCKET IN A CONCRETE
 PE2539'BASE,
 PE2539'2.2 METERS (7.2 FT) EAST FROM THE PAVEMENT EDGE,
 PE2539'1.8 METERS (5.9 FT) EAST FROM THE CENTER OF A SQUARE SEWER GRATING
 PE2539'AND
 PE2539'0.5 METERS (1.6 FT) WEST FROM A CARSONITE WITNESS POST.
 PE2539'TO REACH THE AZIMUTH FROM THE STATION,
 PE2539'GO SOUTHERLY FOR 0.5 KM (0.3 MI) ALONG THE RUNWAY TO THE MARK ON
 PE2539'THE LEFT.
 PE2539'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 PE2539'STAMPED---PITTSPORT 1985---,
 PE2539'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 PE2539'
 PE2539'NO REFERENCE MARKS WERE SET AT THIS TIME.
 PE2539'
 PE2539'FAA AIRPORT SURVEYS, MAINE, OCTOBER-NOVEMBER 1985.
 PE2539'
 PE2539'THIS STATION SUITABLE FOR GPS SURVEYS.
 PE2539'
 PE2539'DESCRIBED BY G.R. HEID.
 PE2539
 PE2539                          STATION RECOVERY (1995)
 PE2539
 PE2539'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KB)
 PE2539'RECOVERED AS DESCRIBED WITH THE FOLLOWING INFORMATION-  THIS STATION
 PE2539'IS DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION (PACS) - MAINE ANA
 PE2539'SURVEYS 1995
 PE2539
 PE2539                          STATION RECOVERY (1996)
 PE2539
 PE2539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996
 PE2539'THE STATION IS LOCATED ABOUT 1.3 KM (0.80 MI) SOUTH-SOUTHEAST OF
 PE2539'PITTSFIELD, AT THE PITTSFIELD MUNICIPAL AIRPORT, ALONG THE MAIN
 PE2539'RUNWAY, ON A CLEARED FLAT BENCH, NEAR THE WINDSOCK.  OWNERSHIP--TOWN
 PE2539'OF PITTSFIELD, RON CURTIS - AIRPORT MANAGER, PHONE 207-487-5213.  TO
 PE2539'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11, 152 AND 100
 PE2539'IN PITTSFIELD, GO SOUTH FOR 0.2 KM (0.10 MI) ON HIGHWAYS 11 AND 100 TO
 PE2539'A RAILROAD CROSSING, CONTINUE SOUTH FOR 0.5 KM (0.30 MI) TO A PAVED
 PE2539'STREET LEFT, TURN LEFT AND GO EASTERLY FOR 0.6 KM (0.35 MI) ON PELTOMA
 PE2539'AVENUE TO A ROAD RIGHT, TURN RIGHT AND GO SOUTHEAST FOR 0.3 KM (0.20
 PE2539'MI) ON HARRISON AVENUE TO THE AIRPORT ENTRANCE, PASS THROUGH GATE,
 PE2539'TURN LEFT AND GO EASTERLY ON THE APRON THEN ON A CONNECTOR TAXIWAY FOR
 PE2539'0.2 KM (0.10 MI) TO THE RUNWAY, TURN RIGHT AND GO SOUTHERLY FOR 0.2 KM
 PE2539'(0.10 MI) ALONG THE RUNWAY TO THE STATION ON THE LEFT.  THE STATION IS
 PE2539'A STANDARD NGS DISK STAMPED---PITTSPORT 1985---, SET INTO THE TOP OF A
 PE2539'ROUND CONCRETE MONUMENT 30 CM IN DIAMETER PROJECTING 5 CM ABOVE
 PE2539'GROUND.  LOCATED 86.2 M (282.8 FT) SOUTH FROM THE SOUTH EDGE OF THE
 PE2539'OLD RUNWAY, 60.7 M (199.1 FT) EAST FROM THE EAST EDGE OF RUNWAY 1-19,
 PE2539'23.8 M (78.1 FT) WEST FROM THE WINDSOCK, 20 M (65.6 FT) SOUTH FROM THE
 PE2539'NORTH EDGE OF THE BENCH, 1.5 M (4.9 FT) EAST FROM THE WEST EDGE OF THE
 PE2539'BENCH AND 0.8 M (2.6 FT) NORTH FROM A CARSONITE WITNESS POST.  THIS IS
 PE2539'THE PRIMARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2540 ***********************************************************************
 PE2540  SACS        -  This is a Secondary Airport Control Station.
 PE2540  DESIGNATION -  PITTSPORT AZ MK
 PE2540  PID         -  PE2540
 PE2540  STATE/COUNTY-  ME/SOMERSET
 PE2540  USGS QUAD   -  NEWPORT (1982)
 PE2540
 PE2540                         *CURRENT SURVEY CONTROL
 PE2540  ___________________________________________________________________
 PE2540* NAD 83(1996)-  44 46 04.02178(N)    069 22 25.92969(W)     ADJUSTED  
 PE2540* NAVD 88     -        56.61   (meters)     185.7    (feet)  GPS OBS   
 PE2540  ___________________________________________________________________
 PE2540  X           -   1,597,827.865 (meters)                     COMP
 PE2540  Y           -  -4,245,072.699 (meters)                     COMP
 PE2540  Z           -   4,469,085.799 (meters)                     COMP
 PE2540  LAPLACE CORR-           3.17  (seconds)                    DEFLEC99
 PE2540  ELLIP HEIGHT-          31.19  (meters)          (01/07/02) GPS OBS
 PE2540  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 PE2540
 PE2540  HORZ ORDER  -  FIRST
 PE2540  ELLP ORDER  -  FIFTH     CLASS I
 PE2540
 PE2540.This mark is at Pittsfield Airport (2B7)
 PE2540
 PE2540.The horizontal coordinates were established by GPS observations
 PE2540.and adjusted by the National Geodetic Survey in July 1997..
 PE2540
 PE2540.The orthometric height was determined by GPS observations and a
 PE2540.high-resolution geoid model.
 PE2540
 PE2540.GPS derived orthometric heights for airport stations designated as
 PE2540.PACS or SACS are published to 2 decimal places.  This maintains
 PE2540.centimeter relative accuracy between the PACS and SACS.  It does
 PE2540.not indicate centimeter accuracy relative to other marks which are
 PE2540.part of the NAVD 88 network.
 PE2540
 PE2540.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PE2540
 PE2540.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2540
 PE2540.The ellipsoidal height was determined by GPS observations
 PE2540.and is referenced to NAD 83.
 PE2540
 PE2540.The geoid height was determined by GEOID03.
 PE2540
 PE2540;                    North         East     Units Scale Factor Converg.
 PE2540;SPC ME W     -   215,232.234   962,759.465   MT  1.00001508   +0 33 30.0
 PE2540;UTM  19      - 4,957,222.631   470,414.592   MT  0.99961076   -0 15 47.9
 PE2540
 PE2540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2540!SPC ME W     -   0.99999511  x   1.00001508  =   1.00001019
 PE2540!UTM  19      -   0.99999511  x   0.99961076  =   0.99960587
 PE2540
 PE2540:                Primary Azimuth Mark                     Grid Az
 PE2540:SPC ME W     -  PITTSPORT                                353 59 54.1
 PE2540:UTM  19      -  PITTSPORT                                354 49 12.0
 PE2540
 PE2540|---------------------------------------------------------------------|
 PE2540| PID    Reference Object                     Distance      Geod. Az  |
 PE2540|                                                           dddmmss.s |
 PE2540| PE2539 PITTSPORT                           471.401 METERS 3543324.1 |
 PE2540|---------------------------------------------------------------------|
 PE2540
 PE2540                          SUPERSEDED SURVEY CONTROL
 PE2540
 PE2540  ELLIP H (07/24/97)   31.15   (m)                       GP(       ) 1 1
 PE2540  NAD 83(1992)-  44 46 04.02168(N)    069 22 25.92914(W) AD(1995.00) 1
 PE2540  ELLIP H (04/19/96)   31.16   (m)                       GP(1995.00) 3 1
 PE2540  NAD 83(1992)-  44 46 04.02052(N)    069 22 25.92941(W) AD(       ) 1
 PE2540  ELLIP H (01/28/95)   31.15   (m)                       GP(       ) 4 2
 PE2540  NAD 83(1986)-  44 46 04.02134(N)    069 22 25.94020(W) AD(       ) 1
 PE2540  NGVD 29 (11/20/87)   56.78   (m)          186.3    (f) LEVELING    3  
 PE2540
 PE2540.Superseded values are not recommended for survey control.
 PE2540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2540.See file dsdata.txt to determine how the superseded data were derived.
 PE2540
 PE2540_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK7041557223(NAD 83)
 PE2540_MARKER: DZ = AZIMUTH MARK DISK
 PE2540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE2540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE2540_STAMPING: PITTSPORT 1985
 PE2540_MARK LOGO: NGS   
 PE2540_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE2540+STABILITY: SURFACE MOTION
 PE2540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE2540+SATELLITE: SATELLITE OBSERVATIONS - July 02, 1996
 PE2540
 PE2540  HISTORY     - Date     Condition        Report By
 PE2540  HISTORY     - 1985     MONUMENTED       NGS
 PE2540  HISTORY     - 19951009 GOOD             CHANCE
 PE2540  HISTORY     - 19960702 GOOD             NGS
 PE2540
 PE2540                          STATION DESCRIPTION
 PE2540
 PE2540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (MRM)
 PE2540'THE STATION IS LOCATED ABOUT 1.8 KM (1.1 MI)
 PE2540'SOUTH-SOUTHEAST OF PITTSFIELD, AT THE PITTSFIELD MUNICIPAL AIRPORT,
 PE2540'ALONG THE MAIN RUNWAY.
 PE2540'OWNERSHIP--TOWN OF PITTSFIELD, CHARLES ANDREWS - AIRPORT MANAGER,
 PE2540'P.O. BOX 220, PITTSFIELD ME 04967, PHONE 207-487-5213.
 PE2540'
 PE2540'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11, 100
 PE2540'AND 152 IN PITTSFIELD, GO SOUTH FOR 0.2 KM (0.15 MI) ON HIGHWAYS 11
 PE2540'AND 100 TO A RAILROAD CROSSING.  CONTINUE AHEAD AND GO SOUTH FOR
 PE2540'0.5 KM (0.3 MI) TO A PAVED STREET LEFT.  TURN LEFT AND GO EASTERLY
 PE2540'FOR 0.6 KM (0.4 MI) ON PELTOMA AVENUE TO A PAVED ROAD RIGHT.
 PE2540'TURN RIGHT AND GO SOUTHEAST FOR 0.3 KM (0.2 MI) ON HARRISON AVENUE
 PE2540'TO THE AIRPORT ENTRANCE.  PASS THROUGH GATE, TURN LEFT AND GO 0.2
 PE2540'KM (0.1 MI) ON THE TARMAC TO THE MAIN RUNWAY.  CROSS RUNWAY, TURN
 PE2540'RIGHT AND GO SOUTH FOR 0.6 KM (0.4 MI) ALONG THE RUNWAY TO THE
 PE2540'STATION ON THE LEFT.
 PE2540'
 PE2540'THE STATION IS A STANDARD NGS DISK
 PE2540'STAMPED---PITTSPORT 1985---,
 PE2540'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 PE2540'30 CM IN DIAMETER PROJECTING 1 CM ABOVE GROUND.  LOCATED
 PE2540'521 METERS (1709 FT) NORTH FROM THE SOUTH END OF THE RUNWAY,
 PE2540'26.6 METERS (87.3 FT) SOUTH FROM A RUNWAY LIGHT ON A PIPE,
 PE2540'24.9 METERS (81.7 FT) EAST FROM THE APPROXIMATE CENTER OF THE
 PE2540'RUNWAY,
 PE2540'9.3 METERS (30.5 FT) NORTH FROM AN OLD LIGHT SOCKET SET IN A
 PE2540'CONCRETE BASE,
 PE2540'2.2 METERS (7.2 FT) EAST FROM THE PAVEMENT EDGE,
 PE2540'1.8 METERS (5.9 FT) EAST FROM THE CENTER OF A SQUARE SEWER GRATING
 PE2540'AND
 PE2540'0.5 METERS (1.6 FT) WEST FROM A CARSONITE WITNESS POST.
 PE2540'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 PE2540'STAMPED---PITTSPORT 1985---,
 PE2540'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 PE2540'
 PE2540'FAA AIRPORT SURVEYS, MAINE, OCTOBER-NOVEMBER 1985.
 PE2540'
 PE2540'THIS STATION SUITABLE FOR GPS SURVEYS.
 PE2540'
 PE2540'DESCRIBED BY G.R. HEID.
 PE2540
 PE2540                          STATION RECOVERY (1995)
 PE2540
 PE2540'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KB)
 PE2540'RECOVERED AS DESCRIBED WITH THE FOLLOWING INFORMATION-  THIS STATION
 PE2540'IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION (SACS) - MAINE
 PE2540'ANA SURVEYS 1995
 PE2540
 PE2540                          STATION RECOVERY (1996)
 PE2540
 PE2540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 PE2540'THE STATION IS LOCATED ABOUT 1.8 KM (1.10 MI) SOUTH-SOUTHEAST OF
 PE2540'PITTSFIELD, AT THE PITTSFIELD MUNICIPAL AIRPORT, ALONG THE MAIN
 PE2540'RUNWAY.  OWNERSHIP--TOWN OF PITTSFIELD, RON CURTIS - AIRPORT MANAGER,
 PE2540'PHONE 207-487-5213.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 PE2540'HIGHWAYS 11, 100 AND 152 IN PITTSFIELD, GO SOUTH FOR 0.2 KM (0.10 MI)
 PE2540'ON HIGHWAYS 11 AND 100 TO A RAILROAD CROSSING, CONTINUE AHEAD AND GO
 PE2540'SOUTH FOR 0.5 KM (0.30 MI) TO A PAVED STREET LEFT, TURN LEFT AND GO
 PE2540'EASTERLY FOR 0.6 KM (0.35 MI) ON PELTOMA AVENUE TO A PAVED ROAD RIGHT,
 PE2540'TURN RIGHT AND GO SOUTHEAST FOR 0.3 KM (0.20 MI) ON HARRISON AVENUE TO
 PE2540'THE AIRPORT ENTRANCE, PASS THROUGH GATE, TURN LEFT AND GO EASTERLY ON
 PE2540'THE APRON THEN ON A CONNECTOR TAXIWAY FOR 0.2 KM (0.10 MI) TO THE MAIN
 PE2540'RUNWAY, TURN RIGHT AND GO SOUTH FOR 0.6 KM (0.35 MI) ALONG THE RUNWAY
 PE2540'TO THE STATION ON THE LEFT.  THE STATION IS A STANDARD NGS DISK
 PE2540'STAMPED---PITTSPORT 1985---, SET INTO THE TOP OF A ROUND CONCRETE
 PE2540'MONUMENT 30 CM IN DIAMETER PROJECTING 1 CM ABOVE GROUND, LOCATED 521
 PE2540'METERS (1709.3 FT) NORTH FROM THE SOUTH END OF THE RUNWAY, 26.6 METERS
 PE2540'(87.3 FT) SOUTH FROM A RUNWAY LIGHT ON A PIPE, 24.9 METERS (81.7 FT)
 PE2540'EAST FROM THE APPROXIMATE CENTER OF THE RUNWAY, 9.3 METERS (30.5 FT)
 PE2540'NORTH FROM AN OLD LIGHT SOCKET SET IN A CONCRETE BASE, 2.2 METERS (7.2
 PE2540'FT) EAST FROM THE PAVEMENT EDGE, 1.8 METERS (5.9 FT) EAST FROM THE
 PE2540'CENTER OF A SQUARE SEWER GRATING AND 0.5 METERS (1.6 FT) WEST FROM A
 PE2540'WITNESS POST.  THIS IS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1376 ***********************************************************************
 QG1376  DESIGNATION -  PITTSTON
 QG1376  PID         -  QG1376
 QG1376  STATE/COUNTY-  ME/SOMERSET
 QG1376  USGS QUAD   -  SEBOOMOOK LAKE WEST (1989)
 QG1376
 QG1376                         *CURRENT SURVEY CONTROL
 QG1376  ___________________________________________________________________
 QG1376* NAD 83(1996)-  45 53 19.87369(N)    069 56 53.18228(W)     ADJUSTED  
 QG1376* NAVD 88     -       343.2    (meters)    1126.     (feet)  VERTCON   
 QG1376  ___________________________________________________________________
 QG1376  LAPLACE CORR-           4.15  (seconds)                    DEFLEC99
 QG1376  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 QG1376
 QG1376  HORZ ORDER  -  THIRD
 QG1376
 QG1376.The horizontal coordinates were established by classical geodetic methods
 QG1376.and adjusted by the National Geodetic Survey in March 1998..
 QG1376
 QG1376.The NAVD 88 height was computed by applying the VERTCON shift value to
 QG1376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QG1376
 QG1376.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1376
 QG1376.The geoid height was determined by GEOID03.
 QG1376
 QG1376;                    North         East     Units Scale Factor Converg.
 QG1376;SPC ME W     -   339,539.215   916,963.716   MT  0.99997020   +0 09 24.9
 QG1376;SPC ME E     -   247,941.106   187,612.117   MT  1.00005523   -1 02 23.4
 QG1376;UTM  19      - 5,082,135.516   426,439.187   MT  0.99966652   -0 40 50.7
 QG1376
 QG1376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1376!SPC ME W     -   0.99995016  x   0.99997020  =   0.99992036
 QG1376!SPC ME E     -   0.99995016  x   1.00005523  =   1.00000539
 QG1376!UTM  19      -   0.99995016  x   0.99966652  =   0.99961670
 QG1376
 QG1376|---------------------------------------------------------------------|
 QG1376| PID    Reference Object                     Distance      Geod. Az  |
 QG1376|                                                           dddmmss.s |
 QG1376| DA4497 PITTSTON RM 1                         6.028 METERS 03900     |
 QG1376| DA4498 PITTSTON RM 2                         5.847 METERS 13317     |
 QG1376| DA4496 PITTSTON AZ MK                                     3073206.0 |
 QG1376|---------------------------------------------------------------------|
 QG1376
 QG1376                          SUPERSEDED SURVEY CONTROL
 QG1376
 QG1376  NAD 83(1992)-  45 53 19.87470(N)    069 56 53.16879(W) AD(       ) 3
 QG1376  NAD 83(1986)-  45 53 19.87755(N)    069 56 53.18696(W) AD(       ) 3
 QG1376  NAD 27      -  45 53 19.74500(N)    069 56 54.92600(W) AD(       ) 3
 QG1376  NGVD 29 (07/19/86)  343.4    (m)         1127.     (f) VERT ANG       
 QG1376
 QG1376.Superseded values are not recommended for survey control.
 QG1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1376.See file dsdata.txt to determine how the superseded data were derived.
 QG1376
 QG1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL2643982136(NAD 83)
 QG1376_MARKER: Z = SEE DESCRIPTION
 QG1376_SETTING: 0 = UNSPECIFIED SETTING
 QG1376
 QG1376  HISTORY     - Date     Condition        Report By
 QG1376  HISTORY     - 1955     MONUMENTED       CGS
 QG1376
 QG1376                          STATION DESCRIPTION
 QG1376
 QG1376'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 QG1376'THE STATION IS LOCATED ON THE NORTH END OF A LOW TIMBERED RIDGE
 QG1376'THAT EXTENDS A SHORT DISTANCE INTO SEBOOMOOK LAKE.  IT IS ABOUT 1
 QG1376'MILE AIRLINE SOUTHEAST OF PITTSTON FARM AND 200 YARDS EAST OF THE
 QG1376'SOUTHEAST END OF A ROAD FILL ACROSS THE WEST END OF SEBOOMOOK
 QG1376'LAKE.
 QG1376'
 QG1376'TO REACH FROM THE U.S. POST OFFICE IN ROCKWOOD, GO WESTERLY ON
 QG1376'STATE HIGHWAY 15, FOR 2.1 MILES TO A FORK AT A LARGE BRIDGE AND
 QG1376'SIGN PITTSTON FARM.  TAKE RIGHT FORK, ACROSS BRIDGE, AND GO NORTH
 QG1376'ON ROAD TO PITTSTON FARM FOR 16.4 MILES TO A FORK.  TAKE
 QG1376'LEFT FORK AND GO 2.3 MILES TO TOP OF GRADE JUST BEFORE REACHING
 QG1376'SOUTHEAST END OF ROAD FILL ACROSS SEBOOMOOK LAKE.  FROM HERE
 QG1376'PACK EASTERLY FOR ABOUT 200 YARDS TOHIGHEST POINT OF TIMBERED
 QG1376'BLUFF AND STATION.
 QG1376'
 QG1376'THE STATION MARK IS A STANDARD DISK STAMPED PITTSTON 1955, BRAZED
 QG1376'TO THE TOP OF A 2-INCH IRON PIPE THAT IS SET IN CEMENT AND PROJECTS
 QG1376'6 INCHES.  IT IS 6.7 FEET NORTH OF A TRIANGULAR-BLAZED
 QG1376'4-INCH SPRUCE.
 QG1376'
 QG1376'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED PITTSTON
 QG1376'NO 1 1955, BRAZED TO THE TOP OF A 2-INCH IRON PIPE THAT IS SET
 QG1376'IN CEMENT AND PROJECTS 7 INCHES.  IT IS ABOUT 3 FEET LOWER THAN
 QG1376'THE STATION.
 QG1376'
 QG1376'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED PITTSTON
 QG1376'NO 2 1955, BRAZED TO THE TOP OF A 2-INCH IRON PIPE THAT IS SET
 QG1376'IN CEMENT AND PROJECTS 7 INCHES.  IT IS ABOUT 6 INCHES HIGHER THAN
 QG1376'THE STATION.
 QG1376'
 QG1376'THE AZIMUTH MARK IS LOCATED AT A BOAT LANDING ON THE NORTHWEST
 QG1376'TIP OF SEBOOMOOK LAKE.  THE MARK IS A STANDARD DISK STAMPED
 QG1376'PITTSTON 1955, SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE
 QG1376'MONUMENT THAT PROJECTS 3 INCHES.  IT IS 4 FEET WEST OF A
 QG1376'TRIANGULAR BLAZED 10-INCH SPRUCE, 4 FEET NORTHWEST OF A STANDARD
 QG1376'WITNESS POST, 33 FEET WEST OF A BOAT LANDING, AND 66 FEET
 QG1376'EAST OF THE CENTER LINE OF A TRACK ROAD.  TO REACH FROM THE
 QG1376'SOUTHEAST END OF THE ROAD FILL, GO NORTHWEST ON MAIN ROAD
 QG1376'ACROSS FILL FOR 0.4 MILE TO A FORK.  TAKE RIGHT FORK AND GO 0.1
 QG1376'MILE TO THE BOAT LANDING AND AZIMUTH MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1826 ***********************************************************************
 PE1826  DESIGNATION -  PLA 1944
 PE1826  PID         -  PE1826
 PE1826  STATE/COUNTY-  ME/HANCOCK
 PE1826  USGS QUAD   -  BASS HARBOR (1983)
 PE1826
 PE1826                         *CURRENT SURVEY CONTROL
 PE1826  ___________________________________________________________________
 PE1826* NAD 83(1996)-  44 11 52.29114(N)    068 21 50.57693(W)     ADJUSTED  
 PE1826* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 PE1826  ___________________________________________________________________
 PE1826  LAPLACE CORR-           4.35  (seconds)                    DEFLEC99
 PE1826  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 PE1826
 PE1826  HORZ ORDER  -  THIRD
 PE1826
 PE1826.The horizontal coordinates were established by classical geodetic methods
 PE1826.and adjusted by the National Geodetic Survey in March 1998..
 PE1826
 PE1826.The orthometric height was scaled from a topographic map.
 PE1826
 PE1826.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1826
 PE1826.The geoid height was determined by GEOID03.
 PE1826
 PE1826;                    North         East     Units Scale Factor Converg.
 PE1826;SPC ME E     -    59,024.315   310,866.712   MT  0.99990145   +0 05 41.2
 PE1826;UTM  19      - 4,894,045.559   550,817.080   MT  0.99963176   +0 26 36.1
 PE1826
 PE1826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1826!SPC ME E     -   1.00000290  x   0.99990145  =   0.99990435
 PE1826!UTM  19      -   1.00000290  x   0.99963176  =   0.99963466
 PE1826
 PE1826:                Primary Azimuth Mark                     Grid Az
 PE1826:SPC ME E     -  SWAN ISLAND CHURCH SPIRE                 234 02 03.9
 PE1826:UTM  19      -  SWAN ISLAND CHURCH SPIRE                 233 41 09.0
 PE1826
 PE1826|---------------------------------------------------------------------|
 PE1826| PID    Reference Object                     Distance      Geod. Az  |
 PE1826|                                                           dddmmss.s |
 PE1826| PE1857 SWAN ISLAND CHURCH SPIRE            APPROX. 4.9 KM 2340745.1 |
 PE1826| PE1849 SHIP AND BARGE BEACON               APPROX. 6.2 KM 3000111.1 |
 PE1826|---------------------------------------------------------------------|
 PE1826
 PE1826                          SUPERSEDED SURVEY CONTROL
 PE1826
 PE1826  NAD 83(1992)-  44 11 52.29863(N)    068 21 50.56786(W) AD(       ) 3
 PE1826  NAD 83(1986)-  44 11 52.29941(N)    068 21 50.57336(W) AD(       ) 3
 PE1826  NAD 27      -  44 11 52.00500(N)    068 21 52.50800(W) AD(       ) 3
 PE1826
 PE1826.Superseded values are not recommended for survey control.
 PE1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1826.See file dsdata.txt to determine how the superseded data were derived.
 PE1826
 PE1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ5081794046(NAD 83)
 PE1826
 PE1826  HISTORY     - Date     Condition        Report By
 PE1826  HISTORY     - 1944     MONUMENTED       CGS
 PE1826  HISTORY     - 1956     SEE DESCRIPTION  CGS
 PE1826
 PE1826                          STATION DESCRIPTION
 PE1826
 PE1826'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1826'STATION IS LOCATED ON THE NORTHWEST SIDE OF PLACENTIA ISLAND, ABOUT
 PE1826'260 METERS SW OF A PRONOUNCED SMALL BIGHT IN SHORELINE WITH
 PE1826'GRAVEL BEACH, ABOUT 800 METERS SW OF MOST NORTHERLY TIP OF
 PE1826'PLACENTIA ISLAND, AND ON POINT OF TREE LINE ABOUT 2 METERS OUT FROM
 PE1826'LINE OF VEGETATION.  MARK IS A STANDARD DISC STAMPED PLA 1944
 PE1826'SET IN LEDGE ROCK.
 PE1826'
 PE1826'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK 3 FEET.
 PE1826
 PE1826                          STATION RECOVERY (1956)
 PE1826
 PE1826'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 PE1826'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 PE1826'DESCRIPTION IS ADEQUATE AND COMPLETE WITH THE FOLLOWING ADDITIONS--
 PE1826'
 PE1826'A SMALL TRIPOD WAS LEFT STANDING OVER THE MARK.
 PE1826'
 PE1826'THE STATION IS MARKED BY A STANDARD TOPOGRAPHIC DISK, STAMPED
 PE1826'PLA 1944.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1859 ***********************************************************************
 PE1859  DESIGNATION -  PLACENTIA ISLAND
 PE1859  PID         -  PE1859
 PE1859  STATE/COUNTY-  ME/HANCOCK
 PE1859  USGS QUAD   -  SWANS ISLAND (1983)
 PE1859
 PE1859                         *CURRENT SURVEY CONTROL
 PE1859  ___________________________________________________________________
 PE1859* NAD 83(1996)-  44 10 58.55213(N)    068 22 39.23112(W)     ADJUSTED  
 PE1859* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 PE1859  ___________________________________________________________________
 PE1859  LAPLACE CORR-           4.40  (seconds)                    DEFLEC99
 PE1859  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 PE1859
 PE1859  HORZ ORDER  -  SECOND
 PE1859
 PE1859.The horizontal coordinates were established by classical geodetic methods
 PE1859.and adjusted by the National Geodetic Survey in March 1998..
 PE1859
 PE1859.The orthometric height was scaled from a topographic map.
 PE1859
 PE1859.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1859
 PE1859.The geoid height was determined by GEOID03.
 PE1859
 PE1859;                    North         East     Units Scale Factor Converg.
 PE1859;SPC ME E     -    57,364.099   309,788.908   MT  0.99990118   +0 05 07.2
 PE1859;UTM  19      - 4,892,379.267   549,749.684   MT  0.99963044   +0 26 01.7
 PE1859
 PE1859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1859!SPC ME E     -   1.00000369  x   0.99990118  =   0.99990487
 PE1859!UTM  19      -   1.00000369  x   0.99963044  =   0.99963413
 PE1859
 PE1859|---------------------------------------------------------------------|
 PE1859| PID    Reference Object                     Distance      Geod. Az  |
 PE1859|                                                           dddmmss.s |
 PE1859| CE8630 PLACENTIA ISLAND RM 1                 1.986 METERS 00349     |
 PE1859| CE8631 PLACENTIA ISLAND RM 2                 4.429 METERS 12039     |
 PE1859| PE1828 SCRAG ISLAND                        APPROX. 4.4 KM 1270939.5 |
 PE1859| PE1857 SWAN ISLAND CHURCH SPIRE            APPROX. 3.1 KM 2472002.6 |
 PE1859| PE1849 SHIP AND BARGE BEACON               APPROX. 6.4 KM 3180016.4 |
 PE1859| PE1848 SHIP AND BARGES LEDGE N BEACON      APPROX. 6.5 KM 3182004.6 |
 PE1859|---------------------------------------------------------------------|
 PE1859
 PE1859                          SUPERSEDED SURVEY CONTROL
 PE1859
 PE1859  NAD 83(1992)-  44 10 58.56108(N)    068 22 39.22098(W) AD(       ) 2
 PE1859  NAD 83(1986)-  44 10 58.56184(N)    068 22 39.22658(W) AD(       ) 2
 PE1859  NAD 27      -  44 10 58.27100(N)    068 22 41.15800(W) AD(       ) 2
 PE1859
 PE1859.Superseded values are not recommended for survey control.
 PE1859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1859.See file dsdata.txt to determine how the superseded data were derived.
 PE1859
 PE1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ4975092379(NAD 83)
 PE1859
 PE1859  HISTORY     - Date     Condition        Report By
 PE1859  HISTORY     - 1908     MONUMENTED       CGS
 PE1859  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE1859  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE1859  HISTORY     - 1956     SEE DESCRIPTION  CGS
 PE1859
 PE1859                          STATION DESCRIPTION
 PE1859
 PE1859'DESCRIBED BY COAST AND GEODETIC SURVEY 1908 (WHH)
 PE1859'ON THE ISLAND OF THAT NAME, WHICH LIES IN THE BLUE HILL BAY
 PE1859'ABOUT 1-1/4 MILES ENE OF SWAN ISLAND AND ABOUT 1-3/4 MILES SW OF
 PE1859'BASS HARBOR HEAD LIGHT OF MOUNT DESERT ISLAND.
 PE1859'
 PE1859'THE STATION IS ON THE SW END OF THE ISLAND ABOUT 20 FEET FROM
 PE1859'THE SHORE AND ABOUT 12 FEET ABOVE HIGH WATER.  IT IS MARKED BY
 PE1859'A HOLE DRILLED IN A ROCK.
 PE1859
 PE1859                          STATION RECOVERY (1934)
 PE1859
 PE1859'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1859'THIS STATION IS ON A ROCKY PROMONTORY ON THE EXTREME SW END OF
 PE1859'PLACENTIA ISLAND IN BLUEHILL BAY, ABOUT 1-3/4 MILES SW OF BASS
 PE1859'HARBOR HEAD LIGHT ON MOUNT DESERT ISLAND.  THE STATION IS IN
 PE1859'THE MIDDLE OF A FLAT LEDGE WHICH IS ABOUT 20 FEET FROM HIGH-WATER
 PE1859'LINE, ABOUT 12 FEET ABOVE IT IN ELEVATION.  IT IS MARKED WITH
 PE1859'A COPPER BOLT IN A ROCK.  A 3/4-INCH DRILL HOLE FILLED WITH
 PE1859'LEAD, OF WHICH NO MENTION WAS MADE IN THE ORIGINAL DESCRIPTION
 PE1859'WAS FOUND SE OF THE STATION.
 PE1859'
 PE1859'TWO STANDARD REFERENCE MARKS, STANDARD BRONZE DISKS WEDGED IN
 PE1859'DRILL HOLES IN OUTCROPPING BEDROCK, WERE PLACED AS
 PE1859'FOLLOWS--REFERENCE MARK NO. 1 IS N OF THE STATION AND REFERENCE
 PE1859'MARK NO. 2 IS SE.
 PE1859'
 PE1859'A 16-FOOT TRIPOD, ANCHORED WITH ROCKS, WAS BUILT IN 1934.
 PE1859
 PE1859                          STATION RECOVERY (1944)
 PE1859
 PE1859'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1859'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 PE1859'CONDITION.  DISTANCES TO REFERENCE MARKS CHECKED.  DESCRIPTION
 PE1859'ADEQUATE EXCEPT THE STATION IS ABOUT 175 METERS E OF THE SW END OF
 PE1859'THE ISLAND.
 PE1859
 PE1859                          STATION RECOVERY (1956)
 PE1859
 PE1859'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 PE1859'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 PE1859'GOOD CONDITION.  THE DISTANCES TO THE REFERENCE MARKS AND
 PE1859'BETWEEN THE REFERENCE MARKS WERE VERIFIED.  THE 1934 RECOVERY
 PE1859'NOTE BY K.G.C. IS ADEQUATE WITH THE FOLLOWING ADDITIONS--
 PE1859'
 PE1859'THE STATION MARK IS A SQUARE COPPER BOLT.
 PE1859'
 PE1859'REFERENCE MARK 1 IS A STANDARD REFERENCE-MARK DISK, STAMPED
 PE1859'PLACENTIA ISLAND 1908 1934 NO 1.
 PE1859'
 PE1859'REFERENCE MARK 2 IS A STANDARD REFERENCE-MARK DISK, STAMPED
 PE1859'PLACENTIA ISLAND 1908 1934 NO 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2124 ***********************************************************************
 OC2124  DESIGNATION -  PLAINS
 OC2124  PID         -  OC2124
 OC2124  STATE/COUNTY-  ME/YORK
 OC2124  USGS QUAD   -  ALFRED (1983)
 OC2124
 OC2124                         *CURRENT SURVEY CONTROL
 OC2124  ___________________________________________________________________
 OC2124* NAD 83(1996)-  43 24 05.83355(N)    070 37 35.88978(W)     ADJUSTED  
 OC2124* NAVD 88     -        57.8    (meters)     190.     (feet)  VERTCON   
 OC2124  ___________________________________________________________________
 OC2124  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 OC2124  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 OC2124
 OC2124  HORZ ORDER  -  SECOND
 OC2124
 OC2124.The horizontal coordinates were established by classical geodetic methods
 OC2124.and adjusted by the National Geodetic Survey in March 1998..
 OC2124
 OC2124.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2124.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2124
 OC2124.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2124
 OC2124.The geoid height was determined by GEOID03.
 OC2124
 OC2124;                    North         East     Units Scale Factor Converg.
 OC2124;SPC ME W     -    63,234.531   862,740.077   MT  0.99998374   -0 18 57.8
 OC2124;UTM  19      - 4,806,700.536   368,281.361   MT  0.99981342   -1 07 04.2
 OC2124
 OC2124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2124!SPC ME W     -   0.99999510  x   0.99998374  =   0.99997884
 OC2124!UTM  19      -   0.99999510  x   0.99981342  =   0.99980852
 OC2124
 OC2124|---------------------------------------------------------------------|
 OC2124| PID    Reference Object                     Distance      Geod. Az  |
 OC2124|                                                           dddmmss.s |
 OC2124| CE8383 PLAINS RM 1                          21.168 METERS 06829     |
 OC2124| OC2079 PLAINS AZ MK                        391.933 METERS 06922     |
 OC2124| OC2080 PLAINS AZ MK A PT                   375.789 METERS 07145     |
 OC2124| OC2123 PLAINS 1976 A PT                     16.102 METERS 11557     |
 OC2124| CE8384 PLAINS RM 2                          21.712 METERS 24621     |
 OC2124| OC2527 SANFORD ATT MICROWAVE               APPROX.14.5 KM 2782158.2 |
 OC2124| OC2674 WATERBORO CMP MICROWAVE             APPROX.13.6 KM 3464923.2 |
 OC2124|---------------------------------------------------------------------|
 OC2124
 OC2124                          SUPERSEDED SURVEY CONTROL
 OC2124
 OC2124  NAD 83(1992)-  43 24 05.83203(N)    070 37 35.89106(W) AD(       ) 2
 OC2124  NAD 83(1986)-  43 24 05.83826(N)    070 37 35.89747(W) AD(       ) 2
 OC2124  NAD 27      -  43 24 05.53557(N)    070 37 37.70279(W) AD(       ) 2
 OC2124  NGVD 29 (07/19/86)   58.0    (m)          190.     (f) VERT ANG       
 OC2124
 OC2124.Superseded values are not recommended for survey control.
 OC2124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2124.See file dsdata.txt to determine how the superseded data were derived.
 OC2124
 OC2124_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ6828106701(NAD 83)
 OC2124_MARKER: DS = TRIANGULATION STATION DISK
 OC2124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC2124_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC2124
 OC2124  HISTORY     - Date     Condition        Report By
 OC2124  HISTORY     - 1976     MONUMENTED       NGS
 OC2124
 OC2124                          STATION DESCRIPTION
 OC2124
 OC2124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2124'THE STATION IS LOCATED IN A BLUEBERRY FIELD ABOUT 4.5
 OC2124'MILES WEST-NORTHWEST OF KENNEBUNK, 8 MILES EAST-SOUTHEAST OF
 OC2124'SANFORD AND 9 MILES NORTHEAST OF NORTH BERWEICK.
 OC2124'
 OC2124'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 4, 4 A
 OC2124'AND 109 IN SOUTH SANFORD, PROCEED SOUTHERLY ON  ROUTE 109 FOR
 OC2124'2.65 MILES TO THE JUNCTION OF STATE ROUTE 99 ON THE LEFT, TURN
 OC2124'LEFT AND FOLLOW ROUTE 99 FOR 1.85 MILES TO THE KENNEBUNK-SANFORD
 OC2124'TOWN LINE. CONTINUE EASTERLY ON ROUTE 99 FOR 1.30 MILES TO THE
 OC2124'INTERSECTION OF MARGUIRE ROAD, STAY ON ROUTE 99 AND CONTINUE
 OC2124'EASTERLY FOR 0.80 MILE TO THE STATION MARK ON THE RIGHT.
 OC2124'
 OC2124'THE STATION MARK IS A STANDARD DISK STAMPED--PLAINS 1976--SET,
 OC2124'IN THE TOP OF A CYLINDRICAL CONCRETE POST THAT PROJECTS 1 INCH.  IT
 OC2124'IS 29.1 FEET SOUTH OF THE CENTERLINE OF ROUTE 99, 122.5 FEET NOTHEAST
 OC2124'OF POLE NUMBER 167 AND 4.6 FEET EAST OF A METAL WITNESS POST.  THE
 OC2124'SUBSURFACE STATION MARK IS STAMPED--PLAINS 1976--AND IS SET IN AN
 OC2124'IRREGULAR MASS OF CONCRETE ABOUT 48 INCHES BELOW THE SURFACE OF
 OC2124'THE GROUND.
 OC2124'
 OC2124'REFERENCE MARK 1 IS A STANDARD DISK STAMPED--PLAINS NO 1 1976-SET
 OC2124'IN THE TOP OF A CYLINDRICAL CONCRETE POST WHICH IS ABOUT 2 INCHES
 OC2124'BELOW THE SURFACE OF THE GROUND.  IT IS 27.0 FEET SOUTH OF THE
 OC2124'CENTERLINE OF ROUTE 99, 137.0 FEET WEST-SOUTHWEST OF POLE
 OC2124'NUMBER 166 AND 5.0 FEET WEST OF A METAL WITNESS POST.
 OC2124'
 OC2124'REFERENCE MARK 2 IS A STANDARD DISK STAMPED--PLAINS NO 2 1976-SET
 OC2124'IN THE TOP OF A CYLINDRICAL CONCRETE POST WHICH IS ABOUT 2 INCHES
 OC2124'BELOW THE SURFACE OF THE GROUND.  IT IS 32.8 FEET SOUTH OF THE
 OC2124'CENTERINE OF ROUTE 99,  73.0 FEET SOUTH-SOUTHWEST OF POLE NUMBER
 OC2124'167 AND 4.8 FEET EAST OF A METAL WITNESS POST.
 OC2124'
 OC2124'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED--PLAINS
 OC2124'AZ 1976--SET IN THE TOP OF A CYLINDRICAL CONCRETE POST WHICH IS
 OC2124'ABOUT 2 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 26.2 FEET
 OC2124'SOUTH OF THE CENTERLINE OF ROUTE 99, 124.0 FEET SOUTHWEST
 OC2124'OF POLE NUMBER 167 AND 2.6 FEET WEST OF A METAL WITNESS POST.
 OC2124'
 OC2124'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED EASTERLY
 OC2124'ON ROUTE 99 FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0896 ***********************************************************************
 PD0896  DESIGNATION -  PLASTER MILL CHIM
 PD0896  PID         -  PD0896
 PD0896  STATE/COUNTY-  ME/WASHINGTON
 PD0896  USGS QUAD   -  WEST LUBEC (1975)
 PD0896
 PD0896                         *CURRENT SURVEY CONTROL
 PD0896  ___________________________________________________________________
 PD0896* NAD 83(1996)-  44 51 32.32787(N)    067 00 40.62646(W)     ADJUSTED  
 PD0896* NAVD 88     -                                                        
 PD0896  ___________________________________________________________________
 PD0896  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 PD0896  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 PD0896
 PD0896  HORZ ORDER  -  THIRD
 PD0896
 PD0896.The horizontal coordinates were established by classical geodetic methods
 PD0896.and adjusted by the National Geodetic Survey in March 1998..
 PD0896
 PD0896
 PD0896.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0896
 PD0896.The geoid height was determined by GEOID03.
 PD0896
 PD0896;                    North         East     Units Scale Factor Converg.
 PD0896;SPC ME E     -   133,551.770   417,656.351   MT  1.00007017   +1 03 00.7
 PD0896;UTM  19      - 4,969,208.890   657,125.363   MT  0.99990359   +1 24 11.0
 PD0896
 PD0896                          SUPERSEDED SURVEY CONTROL
 PD0896
 PD0896  NAD 83(1992)-  44 51 32.31829(N)    067 00 40.62868(W) AD(       ) 4
 PD0896  NAD 83(1986)-  44 51 32.31698(N)    067 00 40.63067(W) AD(       ) 4
 PD0896  NAD 27      -  44 51 32.04000(N)    067 00 42.72000(W) AD(       ) 3
 PD0896
 PD0896.Superseded values are not recommended for survey control.
 PD0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0896.See file dsdata.txt to determine how the superseded data were derived.
 PD0896
 PD0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5712569209(NAD 83)
 PD0896
 PD0896  HISTORY     - Date     Condition        Report By
 PD0896  HISTORY     - UNK      MONUMENTED
 PD0896  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0896
 PD0896                          STATION DESCRIPTION
 PD0896
 PD0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0896'STATION DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0596 ***********************************************************************
 PE0596  DESIGNATION -  PLAY
 PE0596  PID         -  PE0596
 PE0596  STATE/COUNTY-  ME/PENOBSCOT
 PE0596  USGS QUAD   -  HERMON (1978)
 PE0596
 PE0596                         *CURRENT SURVEY CONTROL
 PE0596  ___________________________________________________________________
 PE0596* NAD 83(1996)-  44 48 25.21439(N)    068 59 49.01251(W)     ADJUSTED  
 PE0596* NAVD 88     -        65.152  (meters)     213.75   (feet)  ADJUSTED  
 PE0596  ___________________________________________________________________
 PE0596  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 PE0596  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 PE0596  DYNAMIC HT  -          65.150 (meters)     213.75  (feet)  COMP
 PE0596  MODELED GRAV-     980,576.0   (mgal)                       NAVD 88
 PE0596
 PE0596  HORZ ORDER  -  SECOND
 PE0596  VERT ORDER  -  SECOND    CLASS 0
 PE0596
 PE0596.The horizontal coordinates were established by classical geodetic methods
 PE0596.and adjusted by the National Geodetic Survey in March 1998..
 PE0596
 PE0596.The orthometric height was determined by differential leveling
 PE0596.and adjusted by the National Geodetic Survey in June 1991..
 PE0596
 PE0596.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE0596
 PE0596.The geoid height was determined by GEOID03.
 PE0596
 PE0596.The dynamic height is computed by dividing the NAVD 88
 PE0596.geopotential number by the normal gravity value computed on the
 PE0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0596.degrees latitude (g = 980.6199 gals.).
 PE0596
 PE0596.The modeled gravity was interpolated from observed gravity values.
 PE0596
 PE0596;                    North         East     Units Scale Factor Converg.
 PE0596;SPC ME E     -   126,818.181   260,689.840   MT  0.99991900   -0 21 00.8
 PE0596;UTM  19      - 4,961,511.359   500,241.357   MT  0.99960000   +0 00 07.7
 PE0596
 PE0596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE0596!SPC ME E     -   0.99999370  x   0.99991900  =   0.99991271
 PE0596!UTM  19      -   0.99999370  x   0.99960000  =   0.99959371
 PE0596
 PE0596:                Primary Azimuth Mark                     Grid Az
 PE0596:SPC ME E     -  PLAY AZ MK                               086 44 21.2
 PE0596:UTM  19      -  PLAY AZ MK                               086 23 12.7
 PE0596
 PE0596|---------------------------------------------------------------------|
 PE0596| PID    Reference Object                     Distance      Geod. Az  |
 PE0596|                                                           dddmmss.s |
 PE0596| PE0598 PLAY AZ MK                                         0862320.4 |
 PE0596| PE0594 PLAY RM 1                            16.748 METERS 15643     |
 PE0596| PE0595 PLAY RM 2                            22.058 METERS 27412     |
 PE0596|---------------------------------------------------------------------|
 PE0596
 PE0596                          SUPERSEDED SURVEY CONTROL
 PE0596
 PE0596  NAD 83(1992)-  44 48 25.21143(N)    068 59 49.00856(W) AD(       ) 2
 PE0596  NAD 83(1986)-  44 48 25.21029(N)    068 59 49.01460(W) AD(       ) 2
 PE0596  NAD 27      -  44 48 24.96320(N)    068 59 50.85190(W) AD(       ) 2
 PE0596  NGVD 29 (??/??/92)   65.368  (m)          214.46   (f) ADJ UNCH    2 0
 PE0596
 PE0596.Superseded values are not recommended for survey control.
 PE0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0596.See file dsdata.txt to determine how the superseded data were derived.
 PE0596
 PE0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK0024161511(NAD 83)
 PE0596_MARKER: DS = TRIANGULATION STATION DISK
 PE0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0596_STAMPING: PLAY 1958
 PE0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0596+STABILITY: SURFACE MOTION
 PE0596
 PE0596  HISTORY     - Date     Condition        Report By
 PE0596  HISTORY     - 1958     MONUMENTED       CGS
 PE0596  HISTORY     - 1958     GOOD             CGS
 PE0596  HISTORY     - 1982     MARK NOT FOUND   LOCSUR
 PE0596
 PE0596                          STATION DESCRIPTION
 PE0596
 PE0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 PE0596'STATION IS LOCATED ABOUT 4-1/2 MILES WEST OF HERMON AND 3 MILES
 PE0596'EAST NORTHEAST OF CARMEL ALONG THE NORTH SIDE OF U.S. HIGHWAY
 PE0596'2 AND STATE HIGHWAY 100 AT THE SITE OF AUTO REST PARK.  STATION
 PE0596'IS 80 FEET NORTH OF THE CENTERLINE OF HIGHWAY, 48 FEET NORTH
 PE0596'OF TELEPHONE BOOTH, 21 FEET WEST OF THE WEST EDGE OF PARKING
 PE0596'SPACE AND 12 FEET SOUTHEAST OF LARGE PINE TREE.  THE MARK IS
 PE0596'FLUSH WITH THE GROUND AND THE DISK IS STAMPED PLAY 1958.
 PE0596'
 PE0596'REFERENCE MARK NO. 1 IS 26 FEET NORTH OF THE CENTERLINE OF
 PE0596'HIGHWAY, 5 FEET SOUTHEAST OF TELEPHONE BOOTH AND AT THE WEST
 PE0596'EDGE OF DRIVEWAY.  THE DISK IS CEMENTED FLUSH IN A STONE AND IS
 PE0596'STAMPED PLAY NO 1 1958.
 PE0596'
 PE0596'REFERENCE MARK NO. 2 IS 55 FEET SOUTH OF THE APPROXIMATE CENTER
 PE0596'OF DRIVEWAY AND SURROUNDED BY SOME LARGE PINE TREES.  THE DISK
 PE0596'IS CEMENTED FLUSH IN A DRILL HOLE IN A BOULDER WHICH PROJECTS
 PE0596'ABOUT 8 INCHES AND THE DISK IS STAMPED PLAY NO 2 1958.
 PE0596'
 PE0596'AZIMUTH MARK IS 24 FEET SOUTH OF THE CENTERLINE OF HIGHWAY, 12
 PE0596'FEET EAST OF THE APPROXIMATE CENTER OF FIELD ROAD, 7 FEET NORTH
 PE0596'OF FENCELINE AND 5 FEET SOUTHWEST OF UTILITY POLE.  THE MARK
 PE0596'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED PLAY 1958.
 PE0596'
 PE0596'TO REACH FROM THE MAIN INTERSECTION IN HERMON GO WESTERLY ON
 PE0596'U.S. HIGHWAY 2 AND STATE HIGHWAY 100 FOR 4.55 MILES TO THE
 PE0596'AZIMUTH MARK ON THE LEFT OR SOUTH SIDE OF HIGHWAY AS
 PE0596'DESCRIBED.  CONTINUE WEST FOR 0.15 MILE TO STATION ON THE RIGHT
 PE0596'JUST AFTER PASSING AUTO REST PARK AS DESCRIBED.
 PE0596'
 PE0596'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 PE0596
 PE0596                          STATION RECOVERY (1958)
 PE0596
 PE0596'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 PE0596'2.7 MI E FROM CARMEL.
 PE0596'2.7 MILES EAST ALONG U.S. HIGHWAY 2 AND STATE HIGHWAY 100 FROM
 PE0596'THE POST OFFICE AT CARMEL, AT THE AUTO REST PARK, 134 FEET SOUTH
 PE0596'OF THE SOUTHEAST CORNER OF ROLLER RINK, 80 FEET NORTH OF THE
 PE0596'CENTER LINE OF THE HIGHWAY, 89 FEET SOUTHWEST OF SOUTHWEST CORNER
 PE0596'OF GREEN ASBESTOS SIDING BUILDING, 48 FEET NORTH OF TELEPHONE
 PE0596'BOOTH, 2 FEET ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP
 PE0596'OF A CONCRETE POST FLUSH WITH THE GROUND.
 PE0596
 PE0596                          STATION RECOVERY (1982)
 PE0596
 PE0596'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 PE0596'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0598 ***********************************************************************
 PE0598  DESIGNATION -  PLAY AZ MK
 PE0598  PID         -  PE0598
 PE0598  STATE/COUNTY-  ME/PENOBSCOT
 PE0598  USGS QUAD   -  HERMON (1978)
 PE0598
 PE0598                         *CURRENT SURVEY CONTROL
 PE0598  ___________________________________________________________________
 PE0598* NAD 83(1986)-  44 48 23.     (N)    068 59 42.     (W)     SCALED    
 PE0598* NAVD 88     -        64.710  (meters)     212.30   (feet)  ADJUSTED  
 PE0598  ___________________________________________________________________
 PE0598  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 PE0598  DYNAMIC HT  -          64.707 (meters)     212.29  (feet)  COMP
 PE0598  MODELED GRAV-     980,576.0   (mgal)                       NAVD 88
 PE0598
 PE0598  VERT ORDER  -  SECOND    CLASS 0
 PE0598
 PE0598.The horizontal coordinates were scaled from a topographic map and have
 PE0598.an estimated accuracy of +/- 6 seconds.
 PE0598
 PE0598.The orthometric height was determined by differential leveling
 PE0598.and adjusted by the National Geodetic Survey in June 1991..
 PE0598
 PE0598.The geoid height was determined by GEOID03.
 PE0598
 PE0598.The dynamic height is computed by dividing the NAVD 88
 PE0598.geopotential number by the normal gravity value computed on the
 PE0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0598.degrees latitude (g = 980.6199 gals.).
 PE0598
 PE0598.The modeled gravity was interpolated from observed gravity values.
 PE0598
 PE0598;                    North         East    Units  Estimated Accuracy
 PE0598;SPC ME E     -   126,750.      260,840.      MT  (+/- 180 meters Scaled)
 PE0598
 PE0598                          SUPERSEDED SURVEY CONTROL
 PE0598
 PE0598  NGVD 29 (??/??/92)   64.925  (m)          213.01   (f) ADJ UNCH    2 0
 PE0598
 PE0598.Superseded values are not recommended for survey control.
 PE0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0598.See file dsdata.txt to determine how the superseded data were derived.
 PE0598
 PE0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK003614(NAD 83)
 PE0598_MARKER: DZ = AZIMUTH MARK DISK
 PE0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0598_STAMPING: PLAY 1958
 PE0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0598+STABILITY: SURFACE MOTION
 PE0598
 PE0598  HISTORY     - Date     Condition        Report By
 PE0598  HISTORY     - 1958     MONUMENTED       CGS
 PE0598
 PE0598                          STATION DESCRIPTION
 PE0598
 PE0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0598'2.8 MI E FROM CARMEL.
 PE0598'2.85 MILES EAST ALONG U.S. HIGHWAY 2 AND STATE HIGHWAY 100 FROM
 PE0598'THE POST OFFICE AT CARMEL, AT THE JUNCTON OF DRIVE SOUTH TO A
 PE0598'FIELD, 24.5 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 6 FEET
 PE0598'SOUTH-SOUTHWEST OF POWER POLE 27-98, 101 FEET WEST OF POWER POLE
 PE0598'26-97, 13 FEET EAST OF THE CENTER LINE OF DRIVE, 6 FEET
 PE0598'SOUTH-SOUTHWEST OF A METAL WITNESS POST, SET IN THE TOP OF A
 PE0598'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0594 ***********************************************************************
 PE0594  DESIGNATION -  PLAY RM 1
 PE0594  PID         -  PE0594
 PE0594  STATE/COUNTY-  ME/PENOBSCOT
 PE0594  USGS QUAD   -  HERMON (1978)
 PE0594
 PE0594                         *CURRENT SURVEY CONTROL
 PE0594  ___________________________________________________________________
 PE0594* NAD 83(1986)-  44 48 24.     (N)    068 59 48.     (W)     SCALED    
 PE0594* NAVD 88     -        65.074  (meters)     213.50   (feet)  ADJUSTED  
 PE0594  ___________________________________________________________________
 PE0594  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 PE0594  DYNAMIC HT  -          65.071 (meters)     213.49  (feet)  COMP
 PE0594  MODELED GRAV-     980,576.0   (mgal)                       NAVD 88
 PE0594
 PE0594  VERT ORDER  -  SECOND    CLASS 0
 PE0594
 PE0594.The horizontal coordinates were scaled from a topographic map and have
 PE0594.an estimated accuracy of +/- 6 seconds.
 PE0594
 PE0594.The orthometric height was determined by differential leveling
 PE0594.and adjusted by the National Geodetic Survey in June 1991..
 PE0594
 PE0594.The geoid height was determined by GEOID03.
 PE0594
 PE0594.The dynamic height is computed by dividing the NAVD 88
 PE0594.geopotential number by the normal gravity value computed on the
 PE0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0594.degrees latitude (g = 980.6199 gals.).
 PE0594
 PE0594.The modeled gravity was interpolated from observed gravity values.
 PE0594
 PE0594;                    North         East    Units  Estimated Accuracy
 PE0594;SPC ME E     -   126,780.      260,710.      MT  (+/- 180 meters Scaled)
 PE0594
 PE0594                          SUPERSEDED SURVEY CONTROL
 PE0594
 PE0594  NGVD 29 (??/??/92)   65.290  (m)          214.21   (f) ADJ UNCH    2 0
 PE0594
 PE0594.Superseded values are not recommended for survey control.
 PE0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0594.See file dsdata.txt to determine how the superseded data were derived.
 PE0594
 PE0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK002614(NAD 83)
 PE0594_MARKER: DR = REFERENCE MARK DISK
 PE0594_SETTING: 66 = SET IN ROCK OUTCROP
 PE0594_SP_SET: ROCK CUT
 PE0594_STAMPING: PLAY NO 1 1958
 PE0594_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0594+STABILITY: POSITION/ELEVATION WELL
 PE0594
 PE0594  HISTORY     - Date     Condition        Report By
 PE0594  HISTORY     - 1958     MONUMENTED       CGS
 PE0594  HISTORY     - 1981     GOOD             NGS
 PE0594  HISTORY     - 1985     GOOD             USPSQD
 PE0594
 PE0594                          STATION DESCRIPTION
 PE0594
 PE0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0594'2.7 MI E FROM CARMEL.
 PE0594'2.7 MILES EAST ALONG U.S. HIGHWAY 2 AND STATE HIGHWAY 100 FROM
 PE0594'THE POST OFFICE AT CARMEL, AT THE AUTO REST PARK, SET IN THE TOP
 PE0594'OF A ROCK CUT AT THE WEST EDGE OF THE ENTRANCE TO THE PARK,
 PE0594'26 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 5 FEET
 PE0594'SOUTHEAST OF THE SOUTHEAST CORNER OF TELEPHONE BOOTH, 127 1/2
 PE0594'FEET SOUTHWEST OF SOUTHWEST CORNER OF A GREEN ASBESTOS SIDING
 PE0594'BUILDING, 188 FEET SOUTH OF THE SOUTHEAST CORNER OF ROLLER RINK,
 PE0594'55.0 FEET SOUTH OF TRIANGULATION STATION PLAY, ABOUT 2 FEET
 PE0594'ABOVE THE LEVEL OF THE HIGHWAY.
 PE0594
 PE0594                          STATION RECOVERY (1981)
 PE0594
 PE0594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 PE0594'IT IS 20.3 METERS (66.5 FT) SOUTHEAST OF POWERLINE POLE NUMBER 33.1,
 PE0594'79 METERS (26.0 FT) NORTH OF THE CENTER OF THE HIGHWAY AND 4.6 METERS
 PE0594'(15.0 FT) SOUTHEAST OF A 24-INCH PINE TREE. IT IS 4.3 KM (2.7 MI)
 PE0594'EAST ALONG U.S. HIGHWAY 2 AND STATE HIGHWAY 100 FROM THE POST OFFICE
 PE0594'IN CARMEL.
 PE0594
 PE0594                          STATION RECOVERY (1985)
 PE0594
 PE0594'RECOVERY NOTE BY US POWER SQUADRON 1985
 PE0594'AUTO REST PARK HAS BEEN DISMANTLED AND IS GONE. ON IT'S FORMER SITE
 PE0594'ARE NOW A GREEN -COLORED HOUSE AND AN AUTO PARTS SHOP AND GARAGE. THE
 PE0594'BENCH MARK IS IN THE EDGE OF THE LAWN OF THE HOUSE NEAR THE EDGE OF
 PE0594'THE GARAGE PARKING YARD. CLOSE TO HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0595 ***********************************************************************
 PE0595  DESIGNATION -  PLAY RM 2
 PE0595  PID         -  PE0595
 PE0595  STATE/COUNTY-  ME/PENOBSCOT
 PE0595  USGS QUAD   -  HERMON (1978)
 PE0595
 PE0595                         *CURRENT SURVEY CONTROL
 PE0595  ___________________________________________________________________
 PE0595* NAD 83(1986)-  44 48 24.     (N)    068 59 48.     (W)     SCALED    
 PE0595* NAVD 88     -        64.167  (meters)     210.52   (feet)  ADJUSTED  
 PE0595  ___________________________________________________________________
 PE0595  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 PE0595  DYNAMIC HT  -          64.164 (meters)     210.51  (feet)  COMP
 PE0595  MODELED GRAV-     980,576.0   (mgal)                       NAVD 88
 PE0595
 PE0595  VERT ORDER  -  SECOND    CLASS 0
 PE0595
 PE0595.The horizontal coordinates were scaled from a topographic map and have
 PE0595.an estimated accuracy of +/- 6 seconds.
 PE0595
 PE0595.The orthometric height was determined by differential leveling
 PE0595.and adjusted by the National Geodetic Survey in June 1991..
 PE0595
 PE0595.The geoid height was determined by GEOID03.
 PE0595
 PE0595.The dynamic height is computed by dividing the NAVD 88
 PE0595.geopotential number by the normal gravity value computed on the
 PE0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0595.degrees latitude (g = 980.6199 gals.).
 PE0595
 PE0595.The modeled gravity was interpolated from observed gravity values.
 PE0595
 PE0595;                    North         East    Units  Estimated Accuracy
 PE0595;SPC ME E     -   126,780.      260,710.      MT  (+/- 180 meters Scaled)
 PE0595
 PE0595                          SUPERSEDED SURVEY CONTROL
 PE0595
 PE0595  NGVD 29 (??/??/92)   64.382  (m)          211.23   (f) ADJ UNCH    2 0
 PE0595
 PE0595.Superseded values are not recommended for survey control.
 PE0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0595.See file dsdata.txt to determine how the superseded data were derived.
 PE0595
 PE0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK002614(NAD 83)
 PE0595_MARKER: DR = REFERENCE MARK DISK
 PE0595_SETTING: 66 = SET IN ROCK OUTCROP
 PE0595_SP_SET: ROCK OUTCROP
 PE0595_STAMPING: PLAY NO 2 1958
 PE0595_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0595+STABILITY: POSITION/ELEVATION WELL
 PE0595
 PE0595  HISTORY     - Date     Condition        Report By
 PE0595  HISTORY     - 1958     MONUMENTED       CGS
 PE0595  HISTORY     - 1982     MARK NOT FOUND   LOCSUR
 PE0595
 PE0595                          STATION DESCRIPTION
 PE0595
 PE0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0595'2.7 MI E FROM CARMEL.
 PE0595'2.7 MILES EAST ALONG STATE HIGHWAY 100 AND U.S. HIGHWAY 2 FROM
 PE0595'THE POST OFFICE AT CARMEL, AT THE AUTO REST PARK, SET IN THE
 PE0595'TOP OF A 2-FOOT BY 2-FOOT ROCK, 98 1/2 FEET NORTH OF THE CENTER
 PE0595'LINE OF THE HIGHWAY, 112 FEET SOUTH-SOUTHWEST OF SOUTHWEST CORNER
 PE0595'OF ROLLER RINK, 108 FEET SOUTH OF SOUTHEAST CORNER OF A WIRE
 PE0595'ENCLOSURE FOR ANIMALS, 140 FEET WEST OF SOUTHWEST CORNER OF GREEN
 PE0595'ASBESTOS SIDING BUILDING, 100 1/2 FEET NORTHWEST OF TELEPHONE
 PE0595'BOOTH, ABOUT 1 FOOT ABOVE THE LEVEL OF THE GROUND AND ABOUT 2
 PE0595'FEET ABOVE THE LEVEL OF THE HIGHWAY.
 PE0595
 PE0595                          STATION RECOVERY (1982)
 PE0595
 PE0595'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 PE0595'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1881 ***********************************************************************
 OC1881  DESIGNATION -  PLEASANT HILL 1852
 OC1881  PID         -  OC1881
 OC1881  STATE/COUNTY-  ME/CUMBERLAND
 OC1881  USGS QUAD   -  PROUTS NECK (1978)
 OC1881
 OC1881                         *CURRENT SURVEY CONTROL
 OC1881  ___________________________________________________________________
 OC1881* NAD 83(1996)-  43 35 41.19292(N)    070 17 49.71857(W)     ADJUSTED  
 OC1881* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 OC1881  ___________________________________________________________________
 OC1881  LAPLACE CORR-           3.49  (seconds)                    DEFLEC99
 OC1881  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 OC1881
 OC1881  HORZ ORDER  -  THIRD
 OC1881
 OC1881.The horizontal coordinates were established by classical geodetic methods
 OC1881.and adjusted by the National Geodetic Survey in March 1998..
 OC1881
 OC1881.The orthometric height was scaled from a topographic map.
 OC1881
 OC1881.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1881
 OC1881.The geoid height was determined by GEOID03.
 OC1881
 OC1881;                    North         East     Units Scale Factor Converg.
 OC1881;SPC ME W     -    84,599.358   889,464.294   MT  0.99996803   -0 05 23.9
 OC1881;UTM  19      - 4,827,684.421   395,296.982   MT  0.99973484   -0 53 40.3
 OC1881
 OC1881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1881!SPC ME W     -   1.00000178  x   0.99996803  =   0.99996981
 OC1881!UTM  19      -   1.00000178  x   0.99973484  =   0.99973662
 OC1881
 OC1881:                Primary Azimuth Mark                     Grid Az
 OC1881:SPC ME W     -  BENNETTS HOUSE                           012 33 35.1
 OC1881:UTM  19      -  BENNETTS HOUSE                           013 21 51.5
 OC1881
 OC1881|---------------------------------------------------------------------|
 OC1881| PID    Reference Object                     Distance      Geod. Az  |
 OC1881|                                                           dddmmss.s |
 OC1881| OC1808 BENNETTS HOUSE                      APPROX. 4.3 KM 0122811.2 |
 OC1881| OC1804 BRAMHALL 1854                       APPROX. 6.0 KM 0164329.9 |
 OC1881| OC1809 STATE REFORM SCHOOL E TOWER         APPROX. 4.9 KM 3494739.0 |
 OC1881| OC1827 WHITE SPIRE                         APPROX. 7.5 KM 3581928.6 |
 OC1881|---------------------------------------------------------------------|
 OC1881
 OC1881                          SUPERSEDED SURVEY CONTROL
 OC1881
 OC1881  NAD 83(1992)-  43 35 41.19130(N)    070 17 49.71965(W) AD(       ) 3
 OC1881  NAD 83(1986)-  43 35 41.19735(N)    070 17 49.72517(W) AD(       ) 3
 OC1881  NAD 27      -  43 35 40.89000(N)    070 17 51.57000(W) AD(       ) 3
 OC1881
 OC1881.Superseded values are not recommended for survey control.
 OC1881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1881.See file dsdata.txt to determine how the superseded data were derived.
 OC1881
 OC1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9529727684(NAD 83)
 OC1881
 OC1881  HISTORY     - Date     Condition        Report By
 OC1881  HISTORY     - 1852     MONUMENTED       CGS
 OC1881  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1881
 OC1881                          STATION DESCRIPTION
 OC1881
 OC1881'DESCRIBED BY COAST AND GEODETIC SURVEY 1852 (COB)
 OC1881'STATION IS ON THE SUMMIT OF A HILL OF THAT NAME IN SCARBORO
 OC1881'TOWNSHIP, ABOUT 2-1/2 MILES NNW OF THE W POINT OF THE MOUTH OF
 OC1881'SPURWINK RIVER AND UPPER END OF SCARBORO BEACH ABOUT 3-1/2 MILES
 OC1881'SW BY S FROM PORTLAND.  THE UPPER ROAD FROM SCARBORO BEACH
 OC1881'INTERSECTS TWO OTHER ROADS AT POINTS RESPECTIVELY 1/4 MILE S AND
 OC1881'1/8 MILE W OF THE STATION, AND THE BOSTON AND MAINE RAILROAD
 OC1881'(WESTERN DIVISION) PASSES ABOUT 1/4 MILE TO THE WESTWARD OF THE
 OC1881'STATION.  THE STATION IS MARKED BY AN EARTHEN CONE SET WITH
 OC1881'ITS TOP 16 INCHES BELOW THE SURFACE OF THE GROUND.  THE
 OC1881'ORIGINAL SURFACE MARK, A STAKE WITH A NAIL IN ITS TOP AND
 OC1881'CENTERED IN THE BURIED CONE, HAS PROBABLY DISAPPEARED.
 OC1881
 OC1881                          STATION RECOVERY (1933)
 OC1881
 OC1881'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1881'STATION IS LOST.  THE ENTIRE SUMMIT OF THE HILL HAS BEEN REMOVED
 OC1881'BY THE MAINE SAND AND GRAVEL COMPANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1887 ***********************************************************************
 OC1887  DESIGNATION -  PLEASANT HILL SCHOOL
 OC1887  PID         -  OC1887
 OC1887  STATE/COUNTY-  ME/CUMBERLAND
 OC1887  USGS QUAD   -  PROUTS NECK (1978)
 OC1887
 OC1887                         *CURRENT SURVEY CONTROL
 OC1887  ___________________________________________________________________
 OC1887* NAD 83(1996)-  43 34 42.18480(N)    070 17 16.46863(W)     ADJUSTED  
 OC1887* NAVD 88     -                                                        
 OC1887  ___________________________________________________________________
 OC1887  LAPLACE CORR-           3.43  (seconds)                    DEFLEC99
 OC1887  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 OC1887
 OC1887  HORZ ORDER  -  THIRD
 OC1887
 OC1887.The horizontal coordinates were established by classical geodetic methods
 OC1887.and adjusted by the National Geodetic Survey in March 1998..
 OC1887
 OC1887
 OC1887.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1887
 OC1887.The geoid height was determined by GEOID03.
 OC1887
 OC1887;                    North         East     Units Scale Factor Converg.
 OC1887;SPC ME W     -    82,777.164   890,207.428   MT  0.99996785   -0 05 00.9
 OC1887;UTM  19      - 4,825,852.403   396,014.292   MT  0.99973300   -0 53 16.4
 OC1887
 OC1887                          SUPERSEDED SURVEY CONTROL
 OC1887
 OC1887  NAD 83(1992)-  43 34 42.18323(N)    070 17 16.46970(W) AD(       ) 4
 OC1887  NAD 83(1986)-  43 34 42.18927(N)    070 17 16.47528(W) AD(       ) 4
 OC1887  NAD 27      -  43 34 41.88300(N)    070 17 18.30400(W) AD(       ) 3
 OC1887
 OC1887.Superseded values are not recommended for survey control.
 OC1887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1887.See file dsdata.txt to determine how the superseded data were derived.
 OC1887
 OC1887_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9601425852(NAD 83)
 OC1887
 OC1887  HISTORY     - Date     Condition        Report By
 OC1887  HISTORY     - 1943     MONUMENTED       CGS
 OC1887  HISTORY     - 20050314 MARK NOT FOUND   USPSQD
 OC1887
 OC1887                          STATION DESCRIPTION
 OC1887
 OC1887'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 OC1887'THE STATION IS THE PLEASANT HILL SCHOOLHOUSE, LOCATED ABOUT 1.0
 OC1887'MI. S OF THE SMALL SETTLEMENT OF PLEASANT HILL, AND 0.7 MI. N OF
 OC1887'THE JUNCTION OF THE PLEASANT HILL AND SPURWINK MACADAM ROADS.  IT
 OC1887'IS A SMALL ONE-STORY FRAME STRUCTURE ON THE W SIDE OF THE PLEASANT
 OC1887'HILL ROAD.  THE ENTIRE STRUCTURE IS PAINTED WHITE.  POINT
 OC1887'OBSERVED UPON, A RED AND WHITE TARGET ON THE E SIDE OF THE
 OC1887'CHIMNEY, WHICH IS ON THE W END OF THE BUILDING ROOF.
 OC1887'
 OC1887'THIS IS AN INTERSECTION STATION.
 OC1887
 OC1887                          STATION RECOVERY (2005)
 OC1887
 OC1887'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMW)
 OC1887'THERE WAS NO STRUCTURE, AS DESCRIBED, IN THE VACINITY OF THE LAT-LO
 OC1887'LISTED IN THE DATA. THE ENTIRE AREA IS RELATIVELY NEW HOMES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0849 ***********************************************************************
 PD0849  DESIGNATION -  PLEASANT POINT 1893
 PD0849  PID         -  PD0849
 PD0849  STATE/COUNTY-  ME/WASHINGTON
 PD0849  USGS QUAD   -  EASTPORT (1977)
 PD0849
 PD0849                         *CURRENT SURVEY CONTROL
 PD0849  ___________________________________________________________________
 PD0849* NAD 83(1996)-  44 57 31.88204(N)    067 02 40.15885(W)     ADJUSTED  
 PD0849* NAVD 88     -        33.     (meters)     108.     (feet)  SCALED    
 PD0849  ___________________________________________________________________
 PD0849  LAPLACE CORR-           2.59  (seconds)                    DEFLEC99
 PD0849  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 PD0849
 PD0849  HORZ ORDER  -  THIRD
 PD0849
 PD0849.The horizontal coordinates were established by classical geodetic methods
 PD0849.and adjusted by the National Geodetic Survey in March 1998..
 PD0849
 PD0849.The orthometric height was scaled from a topographic map.
 PD0849
 PD0849.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0849
 PD0849.The geoid height was determined by GEOID03.
 PD0849
 PD0849;                    North         East     Units Scale Factor Converg.
 PD0849;SPC ME E     -   144,602.346   414,833.127   MT  1.00006210   +1 01 42.9
 PD0849;UTM  19      - 4,980,240.000   654,234.566   MT  0.99989252   +1 22 55.3
 PD0849
 PD0849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0849!SPC ME E     -   0.99999840  x   1.00006210  =   1.00006050
 PD0849!UTM  19      -   0.99999840  x   0.99989252  =   0.99989092
 PD0849
 PD0849:                Primary Azimuth Mark                     Grid Az
 PD0849:SPC ME E     -  CUMMING                                  108 02 03.3
 PD0849:UTM  19      -  CUMMING                                  107 40 50.9
 PD0849
 PD0849|---------------------------------------------------------------------|
 PD0849| PID    Reference Object                     Distance      Geod. Az  |
 PD0849|                                                           dddmmss.s |
 PD0849| PD0880 CUMMING                             APPROX. 3.7 KM 1090346.2 |
 PD0849|---------------------------------------------------------------------|
 PD0849
 PD0849                          SUPERSEDED SURVEY CONTROL
 PD0849
 PD0849  NAD 83(1992)-  44 57 31.87157(N)    067 02 40.15942(W) AD(       ) 3
 PD0849  NAD 83(1986)-  44 57 31.86827(N)    067 02 40.16183(W) AD(       ) 3
 PD0849  NAD 27      -  44 57 31.58700(N)    067 02 42.22600(W) AD(       ) 3
 PD0849
 PD0849.Superseded values are not recommended for survey control.
 PD0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0849.See file dsdata.txt to determine how the superseded data were derived.
 PD0849
 PD0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5423580240(NAD 83)
 PD0849_MARKER: X = CHISELED CROSS
 PD0849_SETTING: 66 = SET IN ROCK OUTCROP
 PD0849_SP_SET: SET IN BEDROCK
 PD0849_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0849_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0849+STABILITY: POSITION/ELEVATION WELL
 PD0849
 PD0849  HISTORY     - Date     Condition        Report By
 PD0849  HISTORY     - 1893     MONUMENTED       CGS
 PD0849  HISTORY     - 1946     GOOD             CGS
 PD0849  HISTORY     - 1946     GOOD             IBC
 PD0849  HISTORY     - 1985     MARK NOT FOUND   NOS
 PD0849
 PD0849                          STATION DESCRIPTION
 PD0849
 PD0849'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (NWS)
 PD0849'STATION IS ON TOP OF THE HILL ON PLEASANT POINT, ON THE W SIDE
 PD0849'OF PASSAMAQUODDY BAY, ACROSS FROM CLAM COVE.  THE STATION IS
 PD0849'ABOUT 25 FEET E OF THE HIGHEST ROCKY LEDGE ON THE HILL AND 50.2
 PD0849'FEET N OF PLEASANT POINT, 1913.
 PD0849'
 PD0849'STATION MARK IS A DEEP CROSS CUT IN THE LEDGE ROCK, 1-1/2
 PD0849'FEET UNDERGROUND, AT THE BOTTOM OF AN 8-INCH HOLE.  THIS HOLE
 PD0849'IS FILLED WITH STONES AND EARTH WITH AN IRREGULAR STONE ABOUT
 PD0849'8 INCHES IN DIAMETER AND 4 INCHES THICK SET OVER THE STATION
 PD0849'FLUSH WITH THE SURFACE.  A DEEP CROSS IS CUT IN THE TOP OF
 PD0849'THIS SURFACE STONE.
 PD0849
 PD0849                          STATION RECOVERY (1946)
 PD0849
 PD0849'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 PD0849'STATION IS 50.2 FEET NORTH OF---PLEASANT POINT IBC---.
 PD0849
 PD0849                          STATION RECOVERY (1985)
 PD0849
 PD0849'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1985 (WVH)
 PD0849'THE STATION NOT RECOVERED AT THIS DATE.
 PD0849'IT WAS PROBABLY DESTROYED DURING CONSTRUCTION OF THE PLEASANT POINT
 PD0849'TANK.  AN INVERSE DISTANCE AND DIRECTION FROM NEW STATION PLEASANT
 PD0849'POINT 3 INDICATED IT WAS IN THE GRAVEL ROAD.
 PD0849'
 PD0849'DESCRIBED BY G.E.L.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0655 ***********************************************************************
 PD0655  DESIGNATION -  PLEASANT POINT 3
 PD0655  PID         -  PD0655
 PD0655  STATE/COUNTY-  ME/WASHINGTON
 PD0655  USGS QUAD   -  EASTPORT (1977)
 PD0655
 PD0655                         *CURRENT SURVEY CONTROL
 PD0655  ___________________________________________________________________
 PD0655* NAD 83(1996)-  44 57 31.79328(N)    067 02 39.58848(W)     ADJUSTED  
 PD0655* NAVD 88     -        31.9    (meters)     105.     (feet)  VERTCON   
 PD0655  ___________________________________________________________________
 PD0655  LAPLACE CORR-           2.59  (seconds)                    DEFLEC99
 PD0655  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 PD0655
 PD0655  HORZ ORDER  -  THIRD
 PD0655
 PD0655.The horizontal coordinates were established by classical geodetic methods
 PD0655.and adjusted by the National Geodetic Survey in March 1998..
 PD0655
 PD0655.The NAVD 88 height was computed by applying the VERTCON shift value to
 PD0655.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PD0655
 PD0655.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0655
 PD0655.The geoid height was determined by GEOID03.
 PD0655
 PD0655;                    North         East     Units Scale Factor Converg.
 PD0655;SPC ME E     -   144,599.831   414,845.676   MT  1.00006213   +1 01 43.3
 PD0655;UTM  19      - 4,980,237.563   654,247.128   MT  0.99989256   +1 22 55.7
 PD0655
 PD0655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0655!SPC ME E     -   0.99999855  x   1.00006213  =   1.00006068
 PD0655!UTM  19      -   0.99999855  x   0.99989256  =   0.99989111
 PD0655
 PD0655                          SUPERSEDED SURVEY CONTROL
 PD0655
 PD0655  NAD 83(1992)-  44 57 31.78329(N)    067 02 39.58948(W) AD(       ) 3
 PD0655  NAD 83(1986)-  44 57 31.78170(N)    067 02 39.58794(W) AD(       ) 3
 PD0655  NGVD 29 (09/20/87)   32.1    (m)          105.     (f) VERT ANG       
 PD0655
 PD0655.Superseded values are not recommended for survey control.
 PD0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0655.See file dsdata.txt to determine how the superseded data were derived.
 PD0655
 PD0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5424780238(NAD 83)
 PD0655_MARKER: DD = SURVEY DISK
 PD0655_SETTING: 66 = SET IN ROCK OUTCROP
 PD0655_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 PD0655_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0655_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0655+STABILITY: POSITION/ELEVATION WELL
 PD0655
 PD0655  HISTORY     - Date     Condition        Report By
 PD0655  HISTORY     - 1985     MONUMENTED       NOS
 PD0655
 PD0655                          STATION DESCRIPTION
 PD0655
 PD0655'DESCRIBED BY NATIONAL OCEAN SERVICE 1985 (WVH)
 PD0655'THE STATION IS LOCATED 4.0 MILES NORTHWEST OF EASTPORT MAINE, ON THE
 PD0655'WESTERN SHORE OF WESTERN PASSAGE, ON THE PLEASANT POINT INDIAN
 PD0655'RESERVATION AT THE TOP OF THE HILL, AND 22.366 METERS EAST-SOUTHEAST
 PD0655'OF STATION PLEASANT PT TANK, IN A CLEAR AREA NEAR THE HIGHEST POINT
 PD0655'OF THE HILL ON RESERVATION LAND, TRIBAL COORDINATOR IS MELVIN
 PD0655'FRANCIS.
 PD0655'
 PD0655'TO REACH FROM THE INTERSECTION OF ROUTES US 1 AND MAINE 190 IN
 PD0655'PERRY, GO SOUTHEAST FOR ABOUT 1.4 MILES TO SIDE ROAD LEFT,
 PD0655'CONNECTING TO OLD ROAD, TURN LEFT AND CONTINUE SOUTHWESTERLY FOR
 PD0655'ABOUT 0.4 MILES TO A SHARP GRAVEL ROAD LEFT, TURN LEFT AND GO
 PD0655'NORTHERLY, UPHILL TO TANK ON LEFT AND STATION ON RIGHT AT TOP OF
 PD0655'HILL.
 PD0655'
 PD0655'THE STATION IS A NOS SURVEY DISK STAMPED---PLEASANT POINT 3 1985---,
 PD0655'SET IN A SMALL ROCK OUTCROP, FLUSH WITH THE GROUND.  IT HAS AN
 PD0655'EXCELLANT VIEW IN ALL DIRECTIONS.  PREVIOUS STATIONS PLEASANT POINT
 PD0655'1893 AND PLEASANT POINT IBC 1913 WERE NOT RECOVERED AND ARE
 PD0655'BELIEVED DESTROYED DURING CONSTRUCTION OF PLEASANT PT TANK.
 PD0655'
 PD0655'HEIGHT OF LIGHT SHOWN WAS 1.4 METERS ABOVE THE MARK.
 PD0655'DESCRIBED BY G.E.L.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0848 ***********************************************************************
 PD0848  DESIGNATION -  PLEASANT POINT IBC 1913
 PD0848  PID         -  PD0848
 PD0848  STATE/COUNTY-  ME/WASHINGTON
 PD0848  USGS QUAD   -  EASTPORT (1977)
 PD0848
 PD0848                         *CURRENT SURVEY CONTROL
 PD0848  ___________________________________________________________________
 PD0848* NAD 83(1996)-  44 57 32.29325(N)    067 02 40.54810(W)     ADJUSTED  
 PD0848* NAVD 88     -        33.     (meters)     108.     (feet)  SCALED    
 PD0848  ___________________________________________________________________
 PD0848  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 PD0848  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 PD0848
 PD0848  HORZ ORDER  -  THIRD
 PD0848
 PD0848.The horizontal coordinates were established by classical geodetic methods
 PD0848.and adjusted by the National Geodetic Survey in March 1998..
 PD0848
 PD0848.The orthometric height was scaled from a topographic map.
 PD0848
 PD0848.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0848
 PD0848.The geoid height was determined by GEOID03.
 PD0848
 PD0848;                    North         East     Units Scale Factor Converg.
 PD0848;SPC ME E     -   144,614.885   414,824.368   MT  1.00006207   +1 01 42.6
 PD0848;UTM  19      - 4,980,252.483   654,225.731   MT  0.99989248   +1 22 55.1
 PD0848
 PD0848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0848!SPC ME E     -   0.99999840  x   1.00006207  =   1.00006047
 PD0848!UTM  19      -   0.99999840  x   0.99989248  =   0.99989088
 PD0848
 PD0848|---------------------------------------------------------------------|
 PD0848| PID    Reference Object                     Distance      Geod. Az  |
 PD0848|                                                           dddmmss.s |
 PD0848| PD0849 PLEASANT POINT 1893                  15.294 METERS 14606     |
 PD0848| PD0830 GLEE IBC 1946                       APPROX. 2.4 KM 3474545.5 |
 PD0848|---------------------------------------------------------------------|
 PD0848
 PD0848                          SUPERSEDED SURVEY CONTROL
 PD0848
 PD0848  NAD 83(1992)-  44 57 32.28278(N)    067 02 40.54866(W) AD(       ) 3
 PD0848  NAD 83(1986)-  44 57 32.27949(N)    067 02 40.55108(W) AD(       ) 3
 PD0848  NAD 27      -  44 57 31.99900(N)    067 02 42.61500(W) AD(       ) 3
 PD0848
 PD0848.Superseded values are not recommended for survey control.
 PD0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0848.See file dsdata.txt to determine how the superseded data were derived.
 PD0848
 PD0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5422680252(NAD 83)
 PD0848_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PD0848_SETTING: 66 = SET IN ROCK OUTCROP
 PD0848_SP_SET: SET IN A ROCK LEDGE
 PD0848_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0848_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0848+STABILITY: POSITION/ELEVATION WELL
 PD0848
 PD0848  HISTORY     - Date     Condition        Report By
 PD0848  HISTORY     - 1913     MONUMENTED       IBC
 PD0848  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0848  HISTORY     - 1955     GOOD             IBC
 PD0848  HISTORY     - 1956     SEE DESCRIPTION  AEROS
 PD0848  HISTORY     - 1972     MARK NOT FOUND   IBC
 PD0848  HISTORY     - 1985     MARK NOT FOUND   NOS
 PD0848
 PD0848                          STATION DESCRIPTION
 PD0848
 PD0848'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1913 (AJB)
 PD0848'ON THE W SHORE OF PASSAMAQUODDY BAY, ON PLEASANT POINT.  THE STATION
 PD0848'IS ON TOP OF THE HIGHEST HILL ON THE POINT, 1/4 MILE NW OF THE
 PD0848'INDIAN VILLAGE OF PLEASANT POINT, AND ABOUT 75 METERS NE OF THE
 PD0848'MAIN ROAD WHERE IT CROSSES THE TOP OF THE RIDGE.  THE STATION IS
 PD0848'ABOUT 15 METERS WESTERLY FROM THE LEDGE AT THE HIGHEST POINT ON THE
 PD0848'OPEN HILL.  ANOTHER HIGHER OUTCROP 8 FEET W.
 PD0848'
 PD0848'STATION MARK IS THE SHANK OF A BRONZE DISK SET IN A DRILL HOLE IN AN
 PD0848'3 BY 1 FOOT OUTCROP OF THE LEDGE.  PLEASANT POINT 1893 IS 50.2 FEET
 PD0848'S OF THE STATION.
 PD0848
 PD0848                          STATION RECOVERY (1946)
 PD0848
 PD0848'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (NWS)
 PD0848'THE STATION IS ON THE W SHORE OF PASSAMAQUODDY BAY, ON PLEASANT
 PD0848'POINT.  THE STATION IS ON TOP OF THE HIGHEST HILL ON THE POINT,
 PD0848'1/4 MILE NW OF THE INDIAN VILLAGE OF PLEASANT POINT, AND ABOUT
 PD0848'75 METERS NE OF THE MAIN ROAD WHERE IT CROSSES THE TOP OF
 PD0848'THE RIDGE.  THE STATION IS ABOUT 15 METERS WESTERLY FROM THE
 PD0848'LEDGE AT THE HIGHEST POINT ON THE OPEN HILL.
 PD0848'
 PD0848'STATION MARK IS THE SHANK OF A BRONZE DISK SET IN A DRILL
 PD0848'HOLE IN AN OUTCROP OF THE LEDGE.  PLEASANT POINT 1893 IS 50.2
 PD0848'FEET S OF THE STATION.
 PD0848
 PD0848                          STATION RECOVERY (1955)
 PD0848
 PD0848'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 PD0848'SHANK GONE, HOLE ONLY REMAINS.
 PD0848
 PD0848                          STATION RECOVERY (1956)
 PD0848
 PD0848'RECOVERY NOTE BY AERO SERVICE CORPORATION 1956
 PD0848'STATION WAS RECOVERED.  DISK IS GONE.  BRONZE SHANK REMAINS.
 PD0848
 PD0848                          STATION RECOVERY (1972)
 PD0848
 PD0848'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 PD0848'THE STATION WAS SEARCHED FOR AND NOT FOUND.  A WATER TANK WAS PLACED
 PD0848'ON TOP OF THE HILL IN 1970.  THE TOP OF THE HILL WAS PRETTY WELL
 PD0848'BULLDOZED OFF.  STATION SHOULD BE CONSIDERED LOST.
 PD0848
 PD0848                          STATION RECOVERY (1985)
 PD0848
 PD0848'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1985 (WVH)
 PD0848'THE STATION NOT RECOVERED AT THIS DATE.
 PD0848'IT WAS PROBABLY DESTROYED DURING CONSTRUCTION OF STATION PLEASANT
 PD0848'PT TANK.  AN INVERSE DISTANCE AND DIRECTION FRON NEW STATION PLEASANT
 PD0848'POINT 3 INDICATED IT WAS IN THE GRAVEL ROAD.
 PD0848'
 PD0848'DESCRIBED BY G.E.L.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0833 ***********************************************************************
 PD0833  DESIGNATION -  PLEASANT PT CHURCH SPIRE
 PD0833  PID         -  PD0833
 PD0833  STATE/COUNTY-  ME/WASHINGTON
 PD0833  USGS QUAD   -  EASTPORT (1977)
 PD0833
 PD0833                         *CURRENT SURVEY CONTROL
 PD0833  ___________________________________________________________________
 PD0833* NAD 83(1996)-  44 57 21.60523(N)    067 02 23.46800(W)     ADJUSTED  
 PD0833* NAVD 88     -                                                        
 PD0833  ___________________________________________________________________
 PD0833  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 PD0833  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 PD0833
 PD0833  HORZ ORDER  -  THIRD
 PD0833
 PD0833.The horizontal coordinates were established by classical geodetic methods
 PD0833.and adjusted by the National Geodetic Survey in March 1998..
 PD0833
 PD0833
 PD0833.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0833
 PD0833.The geoid height was determined by GEOID03.
 PD0833
 PD0833;                    North         East     Units Scale Factor Converg.
 PD0833;SPC ME E     -   144,291.713   415,204.626   MT  1.00006315   +1 01 54.5
 PD0833;UTM  19      - 4,979,931.717   654,607.911   MT  0.99989393   +1 23 06.9
 PD0833
 PD0833                          SUPERSEDED SURVEY CONTROL
 PD0833
 PD0833  NAD 83(1992)-  44 57 21.59499(N)    067 02 23.46879(W) AD(       ) 4
 PD0833  NAD 83(1986)-  44 57 21.59107(N)    067 02 23.46837(W) AD(       ) 4
 PD0833  NAD 27      -  44 57 21.30900(N)    067 02 25.53600(W) AD(       ) 3
 PD0833
 PD0833.Superseded values are not recommended for survey control.
 PD0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0833.See file dsdata.txt to determine how the superseded data were derived.
 PD0833
 PD0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5460879932(NAD 83)
 PD0833
 PD0833  HISTORY     - Date     Condition        Report By
 PD0833  HISTORY     - UNK      MONUMENTED
 PD0833  HISTORY     - 1935     SEE DESCRIPTION  MEGS
 PD0833
 PD0833                          STATION DESCRIPTION
 PD0833
 PD0833'DESCRIBED BY MAINE GEODETIC SURVEY 1935
 PD0833'STATION LOST.  CHURCH REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0656 ***********************************************************************
 PD0656  DESIGNATION -  PLEASANT PT TANK
 PD0656  PID         -  PD0656
 PD0656  STATE/COUNTY-  ME/WASHINGTON
 PD0656  USGS QUAD   -  EASTPORT (1977)
 PD0656
 PD0656                         *CURRENT SURVEY CONTROL
 PD0656  ___________________________________________________________________
 PD0656* NAD 83(1996)-  44 57 32.12617(N)    067 02 40.49658(W)     ADJUSTED  
 PD0656* NAVD 88     -        53.9    (meters)     177.     (feet)  VERTCON   
 PD0656  ___________________________________________________________________
 PD0656  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 PD0656  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 PD0656
 PD0656  HORZ ORDER  -  THIRD
 PD0656
 PD0656.The horizontal coordinates were established by classical geodetic methods
 PD0656.and adjusted by the National Geodetic Survey in March 1998..
 PD0656
 PD0656.The NAVD 88 height was computed by applying the VERTCON shift value to
 PD0656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PD0656
 PD0656.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0656
 PD0656.The geoid height was determined by GEOID03.
 PD0656
 PD0656;                    North         East     Units Scale Factor Converg.
 PD0656;SPC ME E     -   144,609.748   414,825.590   MT  1.00006208   +1 01 42.6
 PD0656;UTM  19      - 4,980,247.355   654,226.985   MT  0.99989249   +1 22 55.1
 PD0656
 PD0656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0656!SPC ME E     -   0.99999509  x   1.00006208  =   1.00005717
 PD0656!UTM  19      -   0.99999509  x   0.99989249  =   0.99988758
 PD0656
 PD0656                          SUPERSEDED SURVEY CONTROL
 PD0656
 PD0656  NAD 83(1992)-  44 57 32.11574(N)    067 02 40.49639(W) AD(       ) 4
 PD0656  NAD 83(1986)-  44 57 32.11407(N)    067 02 40.49465(W) AD(       ) 4
 PD0656  NGVD 29 (09/20/87)   54.1    (m)          177.     (f) VERT ANG       
 PD0656
 PD0656.Superseded values are not recommended for survey control.
 PD0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0656.See file dsdata.txt to determine how the superseded data were derived.
 PD0656
 PD0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5422780247(NAD 83)
 PD0656_MARKER: 53 = ELEVATED TANK
 PD0656
 PD0656  HISTORY     - Date     Condition        Report By
 PD0656  HISTORY     - 1985     FIRST OBSERVED   NOS
 PD0656
 PD0656                          STATION DESCRIPTION
 PD0656
 PD0656'DESCRIBED BY NATIONAL OCEAN SERVICE 1985 (WVH)
 PD0656'THE STATION IS LOCATED 4.0 MILES NORTHWEST OF EASTPORT MAINE, ON THE
 PD0656'WESTERN SHORE OF WESTERN PASSAGE, ON THE PLEASANT POINT INDIAN
 PD0656'RESERVATION AT THE TOP OF THE HILL, 22.366 METERS WEST NORTHWEST OF
 PD0656'STATION PLEASENT POINT 3.
 PD0656'
 PD0656'THE STATION IS AN ELEVATED WOODEN TANK WITH FOUR STEEL LEGS AND A
 PD0656'CENTRAL ROUND PIPE RISING FROM A SMALL BUILDING.  THE TANK
 PD0656'IS SURROUNDED BY A CHAIN LINK FENCE.  THE TANK IS NO LONGER IN USE.
 PD0656'FOR INFORMATION, CONTACT THE TRIBAL COORDINATOR MELVIN FRANCIS.
 PD0656'
 PD0656'DESCRIBED BY G.E.L.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0499 ***********************************************************************
 OC0499  DESIGNATION -  PLUG
 OC0499  PID         -  OC0499
 OC0499  STATE/COUNTY-  ME/YORK
 OC0499  USGS QUAD   -  KITTERY (1989)
 OC0499
 OC0499                         *CURRENT SURVEY CONTROL
 OC0499  ___________________________________________________________________
 OC0499* NAD 83(1986)-  43 03 54.     (N)    070 41 18.     (W)     SCALED    
 OC0499* NAVD 88     -         7.591  (meters)      24.90   (feet)  ADJUSTED  
 OC0499  ___________________________________________________________________
 OC0499  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 OC0499  DYNAMIC HT  -           7.590 (meters)      24.90  (feet)  COMP
 OC0499  MODELED GRAV-     980,461.1   (mgal)                       NAVD 88
 OC0499
 OC0499  VERT ORDER  -  SECOND    CLASS 0
 OC0499
 OC0499.The horizontal coordinates were scaled from a topographic map and have
 OC0499.an estimated accuracy of +/- 6 seconds.
 OC0499
 OC0499.The orthometric height was determined by differential leveling
 OC0499.and adjusted by the National Geodetic Survey in June 1991..
 OC0499
 OC0499.The geoid height was determined by GEOID03.
 OC0499
 OC0499.The dynamic height is computed by dividing the NAVD 88
 OC0499.geopotential number by the normal gravity value computed on the
 OC0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0499.degrees latitude (g = 980.6199 gals.).
 OC0499
 OC0499.The modeled gravity was interpolated from observed gravity values.
 OC0499
 OC0499;                    North         East    Units  Estimated Accuracy
 OC0499;SPC ME W     -    25,870.      857,510.      MT  (+/- 180 meters Scaled)
 OC0499
 OC0499                          SUPERSEDED SURVEY CONTROL
 OC0499
 OC0499  NGVD 29 (??/??/92)    7.825  (m)           25.67   (f) ADJ UNCH    2 0
 OC0499
 OC0499.Superseded values are not recommended for survey control.
 OC0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0499.See file dsdata.txt to determine how the superseded data were derived.
 OC0499
 OC0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH625694(NAD 83)
 OC0499_MARKER: Z = SEE DESCRIPTION
 OC0499_SETTING: 0 = UNSPECIFIED SETTING
 OC0499_STAMPING: US ELEV
 OC0499_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC0499
 OC0499  HISTORY     - Date     Condition        Report By
 OC0499  HISTORY     - UNK      MONUMENTED       CGS
 OC0499  HISTORY     - 1943     GOOD             NGS
 OC0499  HISTORY     - 1976     GOOD             NGS
 OC0499
 OC0499                          STATION DESCRIPTION
 OC0499
 OC0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 OC0499'1.4 MI SE FROM KITTERY POINT.
 OC0499'1.4 MILES SOUTHEAST OF KITTERY POINT, YORK COUNTY, AT POCAHONTAS
 OC0499'POINT, ON GERRISH ISLAND, AT THE SOUTHEAST SIDE OF THE ISLAND,
 OC0499'AT BATTERY 205, NEAR THE APRON OF GUN EMPLACEMENT 1, 29 FEET
 OC0499'NORTHEAST OF THE CENTER OF THE EMPLACEMENT, 12 FEET SOUTHEAST OF
 OC0499'THE CENTER OF THE ENTRANCE TO THE STOREROOMS, 4 INCHES IN FRONT
 OC0499'OF A WALL (ABOUT 4 FEET HIGH) WHICH IS EAST OF THE ENTRANCE, AND
 OC0499'FLUSH WITH THE CONCRETE APRON.
 OC0499
 OC0499                          STATION RECOVERY (1976)
 OC0499
 OC0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0499'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1055 ***********************************************************************
 PD1055  DESIGNATION -  PLUMMER RESET
 PD1055  PID         -  PD1055
 PD1055  STATE/COUNTY-  ME/WASHINGTON
 PD1055  USGS QUAD   -  DRISKO ISLAND (1975)
 PD1055
 PD1055                         *CURRENT SURVEY CONTROL
 PD1055  ___________________________________________________________________
 PD1055* NAD 83(1996)-  44 29 09.76080(N)    067 41 50.98199(W)     ADJUSTED  
 PD1055* NAVD 88     -        20.     (meters)      66.     (feet)  SCALED    
 PD1055  ___________________________________________________________________
 PD1055  LAPLACE CORR-           3.18  (seconds)                    DEFLEC99
 PD1055  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 PD1055
 PD1055  HORZ ORDER  -  THIRD
 PD1055
 PD1055.The horizontal coordinates were established by classical geodetic methods
 PD1055.and adjusted by the National Geodetic Survey in March 1998..
 PD1055
 PD1055.The orthometric height was scaled from a topographic map.
 PD1055
 PD1055.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1055
 PD1055.The geoid height was determined by GEOID03.
 PD1055
 PD1055;                    North         East     Units Scale Factor Converg.
 PD1055;SPC ME E     -    91,348.301   363,831.751   MT  0.99995009   +0 33 44.5
 PD1055;UTM  19      - 4,926,684.064   603,571.088   MT  0.99973192   +0 54 46.1
 PD1055
 PD1055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD1055!SPC ME E     -   1.00000053  x   0.99995009  =   0.99995062
 PD1055!UTM  19      -   1.00000053  x   0.99973192  =   0.99973245
 PD1055
 PD1055:                Primary Azimuth Mark                     Grid Az
 PD1055:SPC ME E     -  BEALS RESET                              067 55 40.0
 PD1055:UTM  19      -  BEALS RESET                              067 34 38.4
 PD1055
 PD1055|---------------------------------------------------------------------|
 PD1055| PID    Reference Object                     Distance      Geod. Az  |
 PD1055|                                                           dddmmss.s |
 PD1055| PD1110 BEALS RESET                         APPROX. 6.7 KM 0682924.5 |
 PD1055| PD1047 THREE FALLS LIFE SAV STA CUP        APPROX. 8.5 KM 1020804.5 |
 PD1055| CE8633 PLUMMER RM 2                         14.280 METERS 18553     |
 PD1055| PD1050 NASH ISLAND LIGHTHOUSE NEW          APPROX. 4.6 KM 2383629.0 |
 PD1055| CE8632 PLUMMER RM 1                         17.946 METERS 26100     |
 PD1055| PD1066 NORTON ISLAND BEACON                APPROX. 4.7 KM 2774258.0 |
 PD1055|---------------------------------------------------------------------|
 PD1055
 PD1055                          SUPERSEDED SURVEY CONTROL
 PD1055
 PD1055  NAD 83(1992)-  44 29 09.75676(N)    067 41 50.98190(W) AD(       ) 3
 PD1055  NAD 83(1986)-  44 29 09.75279(N)    067 41 50.98534(W) AD(       ) 3
 PD1055  NAD 27      -  44 29 09.46500(N)    067 41 52.99500(W) AD(       ) 3
 PD1055
 PD1055.Superseded values are not recommended for survey control.
 PD1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1055.See file dsdata.txt to determine how the superseded data were derived.
 PD1055
 PD1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK0357126684(NAD 83)
 PD1055
 PD1055  HISTORY     - Date     Condition        Report By
 PD1055  HISTORY     - 1934     MONUMENTED       CGS
 PD1055  HISTORY     - 1913     SEE DESCRIPTION  CGS
 PD1055  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PD1055  HISTORY     - 1945     SEE DESCRIPTION  CGS
 PD1055
 PD1055                          STATION DESCRIPTION
 PD1055
 PD1055'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 PD1055'STATION IS ON THE HIGHEST POINT OF PLUMMER ISLAND, WHICH LIES ABOUT
 PD1055'1 MILE SE OF WALLACE POINT OF MOOSE NECK AND ABOUT 2-1/2 MILES
 PD1055'NE OF NASH ISLAND LIGHT.  THE HILL IS COVERED WITH A DENSE GROWTH
 PD1055'OF SPRUCE AND FIR TREES.  THE STATION IS ON A SMALL LEDGE AND IS
 PD1055'ABOUT 3 FEET E OF AND 2 OR 3 INCHES LOWER THAN ITS HIGHEST
 PD1055'POINT.  THE STATION IS MARKED BY A DRILL HOLE SURROUNDED BY A
 PD1055'TRIANGLE CUT IN THE ROCK AND COVERED BY A CAIRN.
 PD1055
 PD1055                          STATION RECOVERY (1934)
 PD1055
 PD1055'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PD1055'THE STATION IS ON THE HIGHEST POINT OF PLUMMER ISLAND, WHICH LIES
 PD1055'AT THE W ENTRANCE TO MOOSE-A-BEC REACH, ABOUT 2-1/2 MILES NE OF
 PD1055'NASH ISLAND LIGHTHOUSE.  THE HILL ON WHICH STATION IS LOCATED IS
 PD1055'NEAR THE MIDDLE OF THE ISLAND AND IS DENSELY WOODED.  THE STATION
 PD1055'IS ON A SMALL BARE LEDGE ABOUT A METER SE OF, AND A FEW INCHES
 PD1055'LOWER THAN THE HIGHEST POINT.  IT WILL PROBABLY SOON BE COVERED
 PD1055'WITH DIRT.
 PD1055'
 PD1055'STATION WAS RE-MARKED AND 2 REFERENCE MARKS ESTABLISHED.  ALL
 PD1055'MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL HOLES IN
 PD1055'OUTCROPPING BEDROCK.
 PD1055'
 PD1055'REFERENCE MARK NO. 1 IS W AND REFERENCE MARK NO. 2 IS S OF THE
 PD1055'STATION.  BOTH THESE MARKS ARE ABOUT 2 FEET FROM THE EDGE OF
 PD1055'A SHEER CLIFF WHICH FALLS AWAY TO THE SW OF THIS POINT.
 PD1055'
 PD1055'THE ISLAND BELONGS TO MISS ROSE DRISCO OF ADDISON.
 PD1055'
 PD1055'A 30-FOOT SIGNAL ANCHORED WITH ROCKS WAS BUILT IN 1934.
 PD1055
 PD1055                          STATION RECOVERY (1945)
 PD1055
 PD1055'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (FLP)
 PD1055'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  PRESENT
 PD1055'DESCRIPTION ADEQUATE.  THE 30-FOOT SIGNAL TOWER STILL REMAINS IN
 PD1055'GOOD CONDITION.  DISTANCES TO REFERENCE MARKS CHECK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1631 ***********************************************************************
 OC1631  DESIGNATION -  PLUSH MILL WHARF USE
 OC1631  PID         -  OC1631
 OC1631  STATE/COUNTY-  ME/CUMBERLAND
 OC1631  USGS QUAD   -  PORTLAND EAST (1975)
 OC1631
 OC1631                         *CURRENT SURVEY CONTROL
 OC1631  ___________________________________________________________________
 OC1631* NAD 83(1996)-  43 38 41.65931(N)    070 14 51.54311(W)     ADJUSTED  
 OC1631* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 OC1631  ___________________________________________________________________
 OC1631  LAPLACE CORR-           3.40  (seconds)                    DEFLEC99
 OC1631  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 OC1631
 OC1631  HORZ ORDER  -  THIRD
 OC1631
 OC1631.The horizontal coordinates were established by classical geodetic methods
 OC1631.and adjusted by the National Geodetic Survey in March 1998..
 OC1631
 OC1631.The orthometric height was scaled from a topographic map.
 OC1631
 OC1631.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1631
 OC1631.The geoid height was determined by GEOID03.
 OC1631
 OC1631;                    North         East     Units Scale Factor Converg.
 OC1631;SPC ME W     -    90,163.722   893,466.170   MT  0.99996719   -0 03 21.2
 OC1631;UTM  19      - 4,833,190.707   399,375.661   MT  0.99972454   -0 51 40.3
 OC1631
 OC1631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1631!SPC ME W     -   1.00000319  x   0.99996719  =   0.99997038
 OC1631!UTM  19      -   1.00000319  x   0.99972454  =   0.99972773
 OC1631
 OC1631:                Primary Azimuth Mark                     Grid Az
 OC1631:SPC ME W     -  POWERHOUSE USE                           228 59 17.7
 OC1631:UTM  19      -  POWERHOUSE USE                           229 47 36.8
 OC1631
 OC1631|---------------------------------------------------------------------|
 OC1631| PID    Reference Object                     Distance      Geod. Az  |
 OC1631|                                                           dddmmss.s |
 OC1631| OC1838 POWERHOUSE USE                      APPROX. 0.6 KM 2285556.5 |
 OC1631|---------------------------------------------------------------------|
 OC1631
 OC1631                          SUPERSEDED SURVEY CONTROL
 OC1631
 OC1631  NAD 83(1992)-  43 38 41.65765(N)    070 14 51.54424(W) AD(       ) 3
 OC1631  NAD 83(1986)-  43 38 41.66372(N)    070 14 51.54976(W) AD(       ) 3
 OC1631  NAD 27      -  43 38 41.39000(N)    070 14 53.40000(W) AD(       ) 3
 OC1631
 OC1631.Superseded values are not recommended for survey control.
 OC1631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1631.See file dsdata.txt to determine how the superseded data were derived.
 OC1631
 OC1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9937633191(NAD 83)
 OC1631
 OC1631  HISTORY     - Date     Condition        Report By
 OC1631  HISTORY     - UNK      MONUMENTED
 OC1631  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1631
 OC1631                          STATION DESCRIPTION
 OC1631
 OC1631'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1631'STATION LOST.  AUTHORITY OF U.S.E. OFFICE, PORTLAND,
 OC1631'MAINE.  THIS STATION WAS ESTABLISHED BY THE U.S.E. IN 1909.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0763 ***********************************************************************
 PE0763  DESIGNATION -  PLYMOUTH
 PE0763  PID         -  PE0763
 PE0763  STATE/COUNTY-  ME/PENOBSCOT
 PE0763  USGS QUAD   -  PLYMOUTH (1982)
 PE0763
 PE0763                         *CURRENT SURVEY CONTROL
 PE0763  ___________________________________________________________________
 PE0763* NAD 83(1996)-  44 48 04.81871(N)    069 10 17.88243(W)     ADJUSTED  
 PE0763* NAVD 88     -       155.710  (meters)     510.86   (feet)  ADJUSTED  
 PE0763  ___________________________________________________________________
 PE0763  LAPLACE CORR-           3.06  (seconds)                    DEFLEC99
 PE0763  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 PE0763  DYNAMIC HT  -         155.701 (meters)     510.83  (feet)  COMP
 PE0763  MODELED GRAV-     980,556.9   (mgal)                       NAVD 88
 PE0763
 PE0763  HORZ ORDER  -  SECOND
 PE0763  VERT ORDER  -  SECOND    CLASS 0
 PE0763
 PE0763.The horizontal coordinates were established by classical geodetic methods
 PE0763.and adjusted by the National Geodetic Survey in March 1998..
 PE0763
 PE0763.The orthometric height was determined by differential leveling
 PE0763.and adjusted by the National Geodetic Survey in June 1991..
 PE0763
 PE0763.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE0763
 PE0763.The geoid height was determined by GEOID03.
 PE0763
 PE0763.The dynamic height is computed by dividing the NAVD 88
 PE0763.geopotential number by the normal gravity value computed on the
 PE0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0763.degrees latitude (g = 980.6199 gals.).
 PE0763
 PE0763.The modeled gravity was interpolated from observed gravity values.
 PE0763
 PE0763;                    North         East     Units Scale Factor Converg.
 PE0763;SPC ME E     -   126,287.962   246,866.410   MT  0.99993470   -0 28 23.8
 PE0763;SPC ME W     -   219,136.882   978,723.224   MT  1.00004285   +0 42 04.3
 PE0763;UTM  19      - 4,960,896.341   486,425.951   MT  0.99960227   -0 07 15.4
 PE0763
 PE0763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE0763!SPC ME E     -   0.99997953  x   0.99993470  =   0.99991423
 PE0763!SPC ME W     -   0.99997953  x   1.00004285  =   1.00002237
 PE0763!UTM  19      -   0.99997953  x   0.99960227  =   0.99958180
 PE0763
 PE0763:                Primary Azimuth Mark                     Grid Az
 PE0763:SPC ME E     -  PLYMOUTH AZ MK                           022 58 58.0
 PE0763:SPC ME W     -  PLYMOUTH AZ MK                           021 48 29.9
 PE0763:UTM  19      -  PLYMOUTH AZ MK                           022 37 49.6
 PE0763
 PE0763|---------------------------------------------------------------------|
 PE0763| PID    Reference Object                     Distance      Geod. Az  |
 PE0763|                                                           dddmmss.s |
 PE0763| PE0764 PLYMOUTH AZ MK                                     0223034.2 |
 PE0763| PE0762 PLYMOUTH RM 1                         6.190 METERS 13056     |
 PE0763| PE0761 PLYMOUTH RM 2                         5.410 METERS 22311     |
 PE0763|---------------------------------------------------------------------|
 PE0763
 PE0763                          SUPERSEDED SURVEY CONTROL
 PE0763
 PE0763  NAD 83(1992)-  44 48 04.81611(N)    069 10 17.88004(W) AD(       ) 2
 PE0763  NAD 83(1986)-  44 48 04.81618(N)    069 10 17.88872(W) AD(       ) 2
 PE0763  NAD 27      -  44 48 04.57610(N)    069 10 19.70660(W) AD(       ) 2
 PE0763  NGVD 29 (??/??/92)  155.926  (m)          511.57   (f) ADJ UNCH    2 0
 PE0763
 PE0763.Superseded values are not recommended for survey control.
 PE0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0763.See file dsdata.txt to determine how the superseded data were derived.
 PE0763
 PE0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK8642660896(NAD 83)
 PE0763_MARKER: DS = TRIANGULATION STATION DISK
 PE0763_SETTING: 66 = SET IN ROCK OUTCROP
 PE0763_SP_SET: ROCK OUTCROP
 PE0763_STAMPING: PLYMOUTH 1958
 PE0763_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0763+STABILITY: POSITION/ELEVATION WELL
 PE0763
 PE0763  HISTORY     - Date     Condition        Report By
 PE0763  HISTORY     - 1958     MONUMENTED       CGS
 PE0763  HISTORY     - 1958     GOOD             CGS
 PE0763  HISTORY     - 1984     GOOD             USPSQD
 PE0763  HISTORY     - 1984     GOOD             USPSQD
 PE0763
 PE0763                          STATION DESCRIPTION
 PE0763
 PE0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 PE0763'STATION IS LOCATED ABOUT 5-1/2 MILES EAST-SOUTHEAST OF NEWPORT,
 PE0763'1-1/4 MILES SOUTH OF U.S. HIGHWAY NO. 2 AND STATE HIGHWAY
 PE0763'100.  STATION IS ON HIGHEST POINT OF FAIRLY OPEN FIELD AND IS
 PE0763'ABOUT 250 YARDS WEST OF THE ROAD.  STATION IS 24-1/2 FEET
 PE0763'SOUTHWEST OF 3 INCH TRIANGLE BLAZED CEDAR TREE AND 46 FEET
 PE0763'NORTH-NORTHWEST OF 8 FEET HIGH EVERGREEN TREE.  MARK IS SET
 PE0763'FLUSH AND THE DISK IS STAMPED PLYMOUTH 1958.
 PE0763'
 PE0763'R.M. NO. 1 IS 34-1/2 FEET SOUTH OF 3 INCH TRIANGLE BLAZED CEDAR
 PE0763'TREE AND 27 FEET NORTH OF 8 FEET HIGH EVERGREEN TREE.  MARK IS
 PE0763'SET FLUSH AND THE DISK IS STAMPED PLYMOUTH NO. 1 1958.
 PE0763'
 PE0763'R.M. NO. 2 IS 42-1/2 FEET SOUTH OF 3 INCH TRIANGLE BLAZED CEDAR
 PE0763'TREE AND 45 FEET NORTHWEST OF 8 FEET HIGH EVERGREEN TREE.  MARK IS
 PE0763'SET FLUSH AND THE DISK IS STAMPED PLYMOUTH NO. 2 1958.
 PE0763'
 PE0763'AZIMUTH MARK IS 3.4 FEET SOUTH OF WITNESS POST, 4 FEET NORTH OF
 PE0763'HIGHLINE POLE NO. 1 AND 47 FEET NORTHWEST OF BLACKTOP CURVED
 PE0763'ROAD.  MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 PE0763'PLYMOUTH 1958.
 PE0763'
 PE0763'TO REACH FROM NEWPORT AT THE BRIDGE OVER THE EAST BRANCH
 PE0763'SEBASTICOOK RIVER, GO EAST ON U.S. HIGHWAY 2 AND STATE
 PE0763'HIGHWAYS 100 AND 7 FOR 2.9 MILES TO JUNCTION OF STATE HIGHWAY
 PE0763'7.  CONTINUE EAST ON U.S. HIGHWAYS 2 AND STATE HIGHWAY 100 FOR
 PE0763'3.6 MILES TO SIDE ROAD RIGHT.  TURN SHARP RIGHT AND GO SOUTHWEST
 PE0763'FOR 1.25 MILES TO FORK AND AZIMUTH MARK ON RIGHT, TAKE LEFT FORK
 PE0763'AND GO 0.15 MILE TO OLD ELECTRIC FENCE CONTROL BOX ON
 PE0763'RIGHT.  FROM HERE GO TO THE WEST ABOUT 250 YARDS TO HIGHEST
 PE0763'POINT AND STATION AS DESCRIBED.
 PE0763'
 PE0763'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 PE0763
 PE0763                          STATION RECOVERY (1958)
 PE0763
 PE0763'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 PE0763'4.2 MI NE FROM PLYMOUTH.
 PE0763'2.6 MILES EAST ALONG A BLACKTOP ROAD TO CARMEL FROM THE PLYMOUTH
 PE0763'GRANGE HALL AT PLYMOUTH, THENCE 1.5 MILES NORTH ALONG BLACKTOP
 PE0763'ROAD, THENCE 0.15 MILES NORTHWEST ACROSS A BRUSHY FIELD TO THE TOP
 PE0763'OF THE HILL, SET IN THE CENTER OF THE TOP OF A 70-FOOT BY 70-FOOT
 PE0763'ROCK OUTCROP, 25.3 FEET SOUTHWEST OF A BLAZED CEDAR TREE, 137
 PE0763'FEET EAST OF A FENCE LINE, ABOUT 0.1 MILE NORTHWEST OF A FENCE
 PE0763'CORNER, 20.6 FEET NORTHWEST OF PLYMOUTH RM 1, 18.1 FEET NORTHEAST
 PE0763'OF PLYMOUTH RM 2, ABOUT LEVEL WITH THE GROUND.
 PE0763
 PE0763                          STATION RECOVERY (1984)
 PE0763
 PE0763'RECOVERY NOTE BY US POWER SQUADRON 1984 (ELG)
 PE0763'PLYMOUTH 1958 RECOVERED GOOD.
 PE0763'
 PE0763'PLYMOUTH NO 1 1958, PLYMOUTH NO 2 1958, PLYMOUTH 1958 (AZ. DISK) ALL
 PE0763'FOUR DISKS RECOVERED IN GOOD CONDITION.  THE 1958 DESCRIPTION IS
 PE0763'GOOD AND STILL APPLICABLE.  THE AREA HAS GROWN UP TO CEDAR AND
 PE0763'GREY BIRCH.
 PE0763
 PE0763                          STATION RECOVERY (1984)
 PE0763
 PE0763'RECOVERY NOTE BY US POWER SQUADRON 1984
 PE0763'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1374 ***********************************************************************
 QG1374  DESIGNATION -  PLYMOUTH
 QG1374  PID         -  QG1374
 QG1374  STATE/COUNTY-  ME/SOMERSET
 QG1374  USGS QUAD   -  SEBOOMOOK LAKE EAST (1989)
 QG1374
 QG1374                         *CURRENT SURVEY CONTROL
 QG1374  ___________________________________________________________________
 QG1374* NAD 83(1996)-  45 54 20.94719(N)    069 50 31.79489(W)     ADJUSTED  
 QG1374* NAVD 88     -       434.9    (meters)    1427.     (feet)  VERTCON   
 QG1374  ___________________________________________________________________
 QG1374  LAPLACE CORR-           4.34  (seconds)                    DEFLEC99
 QG1374  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 QG1374
 QG1374  HORZ ORDER  -  THIRD
 QG1374
 QG1374.The horizontal coordinates were established by classical geodetic methods
 QG1374.and adjusted by the National Geodetic Survey in March 1998..
 QG1374
 QG1374.The NAVD 88 height was computed by applying the VERTCON shift value to
 QG1374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QG1374
 QG1374.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1374
 QG1374.The geoid height was determined by GEOID03.
 QG1374
 QG1374;                    North         East     Units Scale Factor Converg.
 QG1374;SPC ME W     -   341,452.763   925,178.722   MT  0.99997446   +0 13 59.0
 QG1374;SPC ME E     -   249,682.761   195,865.896   MT  1.00003327   -0 57 50.5
 QG1374;UTM  19      - 5,083,928.179   434,678.715   MT  0.99965245   -0 36 17.5
 QG1374
 QG1374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1374!SPC ME W     -   0.99993576  x   0.99997446  =   0.99991022
 QG1374!SPC ME E     -   0.99993576  x   1.00003327  =   0.99996903
 QG1374!UTM  19      -   0.99993576  x   0.99965245  =   0.99958823
 QG1374
 QG1374|---------------------------------------------------------------------|
 QG1374| PID    Reference Object                     Distance      Geod. Az  |
 QG1374|                                                           dddmmss.s |
 QG1374| DA4502 PLYMOUTH RM 1                         4.775 METERS 21821     |
 QG1374| QH0098 GREEN LO                            APPROX.20.9 KM 2814832.4 |
 QG1374| DA4503 PLYMOUTH RM 2                         3.277 METERS 31117     |
 QG1374|---------------------------------------------------------------------|
 QG1374
 QG1374                          SUPERSEDED SURVEY CONTROL
 QG1374
 QG1374  NAD 83(1992)-  45 54 20.94868(N)    069 50 31.78376(W) AD(       ) 3
 QG1374  NAD 83(1986)-  45 54 20.95140(N)    069 50 31.79678(W) AD(       ) 3
 QG1374  NAD 27      -  45 54 20.82400(N)    069 50 33.56400(W) AD(       ) 3
 QG1374  NGVD 29 (07/19/86)  435.1    (m)         1427.     (f) VERT ANG       
 QG1374
 QG1374.Superseded values are not recommended for survey control.
 QG1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1374.See file dsdata.txt to determine how the superseded data were derived.
 QG1374
 QG1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL3467983928(NAD 83)
 QG1374_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QG1374_SETTING: 66 = SET IN ROCK OUTCROP
 QG1374
 QG1374  HISTORY     - Date     Condition        Report By
 QG1374  HISTORY     - 1955     MONUMENTED       CGS
 QG1374
 QG1374                          STATION DESCRIPTION
 QG1374
 QG1374'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 QG1374'THE STATION IS LOCATED ON THE HIGHEST POINT OF A LOW ROCKY KNOLL
 QG1374'THAT IS COVERED WITH SPRUCE TREES AND IS IN PLYMOUTH TOWNSHIP,
 QG1374'ABOUT 16 MILES NORTH NORTHWEST OF ROCKWOOD, 1-1/2 MILES SOUTH OF
 QG1374'SEBOOMOOK LAKE AND 200 YARDS EAST OF THE NORTH-SOUTH ROAD.
 QG1374'
 QG1374'TO REACH, FROM THE MOOSEHEAD INN IN ROCKWOOD, GO NORTH AND
 QG1374'WEST, ON STATE HIGHWAY 15, FOR 2.05 MILES TO FORKS.  TAKE RIGHT
 QG1374'FORK ACROSS BRIDGE, AND GO NORTHERLY 17.55 MILES TO FORKS.  TAKE
 QG1374'RIGHT FORK, AS PER SIGN SEBOOMOOK 12, AND GO NORTHEASTERLY 2.4
 QG1374'MILES TO A REVERSE FORKS.  CONTINUE NORTHEASTERLY 3.5 MILES TO
 QG1374'TOP OF RIDGE AND END OF TRUCK TRAVEL.  THENCE PACK EASTERLY, UP
 QG1374'SLOPE OF KNOLL TO HIGHEST POINT AND THE STATION.
 QG1374'
 QG1374'THE STATION MARK IS A STANDARD DISK, STAMPED PLYMOUTH 1955,
 QG1374'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS ABOUT FLUSH
 QG1374'WITH THE SURROUNDING BEDROCK.
 QG1374'
 QG1374'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED PLYMOUTH
 QG1374'NO 1 1955, SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS
 QG1374'ABOUT FLUSH WITH THE SURROUNDING BEDROCK AND IS ABOUT THE SAME
 QG1374'ELEVATION AS THE STATION.
 QG1374'
 QG1374'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED PLYMOUTH
 QG1374'NO 2 1955, SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS
 QG1374'ABOUT FLUSH WITH THE SURROUNDING BEDROCK AND IS ABOUT 3 FEET
 QG1374'LOWER THAN THE STATION.
 QG1374'
 QG1374'HEIGHT OF LIGHT ABOVE STATION MARK 1.45 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0764 ***********************************************************************
 PE0764  DESIGNATION -  PLYMOUTH AZ MK
 PE0764  PID         -  PE0764
 PE0764  STATE/COUNTY-  ME/PENOBSCOT
 PE0764  USGS QUAD   -  PLYMOUTH (1982)
 PE0764
 PE0764                         *CURRENT SURVEY CONTROL
 PE0764  ___________________________________________________________________
 PE0764* NAD 83(1986)-  44 48 16.     (N)    069 10 11.     (W)     SCALED    
 PE0764* NAVD 88     -       146.897  (meters)     481.94   (feet)  ADJUSTED  
 PE0764  ___________________________________________________________________
 PE0764  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 PE0764  DYNAMIC HT  -         146.888 (meters)     481.92  (feet)  COMP
 PE0764  MODELED GRAV-     980,556.4   (mgal)                       NAVD 88
 PE0764
 PE0764  VERT ORDER  -  SECOND    CLASS 0
 PE0764
 PE0764.The horizontal coordinates were scaled from a topographic map and have
 PE0764.an estimated accuracy of +/- 6 seconds.
 PE0764
 PE0764.The orthometric height was determined by differential leveling
 PE0764.and adjusted by the National Geodetic Survey in June 1991..
 PE0764
 PE0764.The geoid height was determined by GEOID03.
 PE0764
 PE0764.The dynamic height is computed by dividing the NAVD 88
 PE0764.geopotential number by the normal gravity value computed on the
 PE0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0764.degrees latitude (g = 980.6199 gals.).
 PE0764
 PE0764.The modeled gravity was interpolated from observed gravity values.
 PE0764
 PE0764;                    North         East    Units  Estimated Accuracy
 PE0764;SPC ME E     -   126,630.      247,020.      MT  (+/- 180 meters Scaled)
 PE0764
 PE0764                          SUPERSEDED SURVEY CONTROL
 PE0764
 PE0764  NGVD 29 (??/??/92)  147.112  (m)          482.65   (f) ADJ UNCH    2 0
 PE0764
 PE0764.Superseded values are not recommended for survey control.
 PE0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0764.See file dsdata.txt to determine how the superseded data were derived.
 PE0764
 PE0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK865612(NAD 83)
 PE0764_MARKER: DZ = AZIMUTH MARK DISK
 PE0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0764_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0764_STAMPING: PLYMOUTH 1958
 PE0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0764+STABILITY: SURFACE MOTION
 PE0764
 PE0764  HISTORY     - Date     Condition        Report By
 PE0764  HISTORY     - 1958     MONUMENTED       CGS
 PE0764
 PE0764                          STATION DESCRIPTION
 PE0764
 PE0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0764'4.4 MI NE FROM PLYMOUTH.
 PE0764'2.6 MILES EAST ALONG THE ROAD TO CARMEL FROM THE PLYMOUTH GRANGE
 PE0764'HALL AT PLYMOUTH, THENCE 1.8 MILES NORTH ALONG BLACKTOP ROAD TO
 PE0764'A CURVE TO THE EAST AND A JUNCTION OF DIRT ROAD WEST, 31 FEET
 PE0764'NORTHWEST OF THE CENTER LINE OF THE JUNCTION, 49 FEET NORTHWEST
 PE0764'OF THE CENTER LINE OF THE BLACKTOP ROAD FROM A POINT AT THE
 PE0764'CENTER OF A CURVE, 27 FEET NORTH OF THE CENTERLINE OF DIRT ROAD
 PE0764'WEST, 4 FEET NORTH OF POWER POLE 1, 3 FEET SOUTH OF A METAL
 PE0764'WITNESS POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 PE0764'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0762 ***********************************************************************
 PE0762  DESIGNATION -  PLYMOUTH RM 1
 PE0762  PID         -  PE0762
 PE0762  STATE/COUNTY-  ME/PENOBSCOT
 PE0762  USGS QUAD   -  PLYMOUTH (1982)
 PE0762
 PE0762                         *CURRENT SURVEY CONTROL
 PE0762  ___________________________________________________________________
 PE0762* NAD 83(1986)-  44 48 04.     (N)    069 10 17.     (W)     SCALED    
 PE0762* NAVD 88     -       155.715  (meters)     510.88   (feet)  ADJUSTED  
 PE0762  ___________________________________________________________________
 PE0762  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 PE0762  DYNAMIC HT  -         155.706 (meters)     510.85  (feet)  COMP
 PE0762  MODELED GRAV-     980,556.9   (mgal)                       NAVD 88
 PE0762
 PE0762  VERT ORDER  -  SECOND    CLASS 0
 PE0762
 PE0762.The horizontal coordinates were scaled from a topographic map and have
 PE0762.an estimated accuracy of +/- 6 seconds.
 PE0762
 PE0762.The orthometric height was determined by differential leveling
 PE0762.and adjusted by the National Geodetic Survey in June 1991..
 PE0762
 PE0762.The geoid height was determined by GEOID03.
 PE0762
 PE0762.The dynamic height is computed by dividing the NAVD 88
 PE0762.geopotential number by the normal gravity value computed on the
 PE0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0762.degrees latitude (g = 980.6199 gals.).
 PE0762
 PE0762.The modeled gravity was interpolated from observed gravity values.
 PE0762
 PE0762;                    North         East    Units  Estimated Accuracy
 PE0762;SPC ME E     -   126,260.      246,890.      MT  (+/- 180 meters Scaled)
 PE0762
 PE0762                          SUPERSEDED SURVEY CONTROL
 PE0762
 PE0762  NGVD 29 (??/??/92)  155.931  (m)          511.58   (f) ADJ UNCH    2 0
 PE0762
 PE0762.Superseded values are not recommended for survey control.
 PE0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0762.See file dsdata.txt to determine how the superseded data were derived.
 PE0762
 PE0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK864608(NAD 83)
 PE0762_MARKER: DR = REFERENCE MARK DISK
 PE0762_SETTING: 66 = SET IN ROCK OUTCROP
 PE0762_SP_SET: ROCK OUTCROP
 PE0762_STAMPING: PLYMOUTH NO 1 1958
 PE0762_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0762+STABILITY: POSITION/ELEVATION WELL
 PE0762
 PE0762  HISTORY     - Date     Condition        Report By
 PE0762  HISTORY     - 1958     MONUMENTED       CGS
 PE0762  HISTORY     - 1984     GOOD             USPSQD
 PE0762
 PE0762                          STATION DESCRIPTION
 PE0762
 PE0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0762'4.2 MI NE FROM PLYMOUTH.
 PE0762'2.6 MILES EAST ALONG BLACKTOP ROAD TO CARMEL FROM THE PLYMOUTH
 PE0762'GRANGE HALL AT PLYMOUTH, THENCE 1.5 MILES NORTH ALONG A BLACKTOP
 PE0762'ROAD, THENCE 0.15 MILE NORTHWEST ACROSS A BRUSHY FIELD TO THE
 PE0762'TOP OF THE HILL, SET IN THE TOP OF THE SOUTHEAST CORNER OF A
 PE0762'LARGE ROCK OUTCROP, 24.3 FEET SOUTH OF A BLAZED CEDAR TREE,
 PE0762'150 FEET EAST OF THE NORTH-SOUTH FENCE LINE, 20.6 FEET SOUTHEAST
 PE0762'OF TRIANGULATION STATION PLYMOUTH, ABOUT LEVEL WITH THE GROUND.
 PE0762
 PE0762                          STATION RECOVERY (1984)
 PE0762
 PE0762'RECOVERY NOTE BY US POWER SQUADRON 1984
 PE0762'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0761 ***********************************************************************
 PE0761  DESIGNATION -  PLYMOUTH RM 2
 PE0761  PID         -  PE0761
 PE0761  STATE/COUNTY-  ME/PENOBSCOT
 PE0761  USGS QUAD   -  PLYMOUTH (1982)
 PE0761
 PE0761                         *CURRENT SURVEY CONTROL
 PE0761  ___________________________________________________________________
 PE0761* NAD 83(1986)-  44 48 04.     (N)    069 10 17.     (W)     SCALED    
 PE0761* NAVD 88     -       155.355  (meters)     509.69   (feet)  ADJUSTED  
 PE0761  ___________________________________________________________________
 PE0761  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 PE0761  DYNAMIC HT  -         155.346 (meters)     509.66  (feet)  COMP
 PE0761  MODELED GRAV-     980,556.9   (mgal)                       NAVD 88
 PE0761
 PE0761  VERT ORDER  -  SECOND    CLASS 0
 PE0761
 PE0761.The horizontal coordinates were scaled from a topographic map and have
 PE0761.an estimated accuracy of +/- 6 seconds.
 PE0761
 PE0761.The orthometric height was determined by differential leveling
 PE0761.and adjusted by the National Geodetic Survey in June 1991..
 PE0761
 PE0761.The geoid height was determined by GEOID03.
 PE0761
 PE0761.The dynamic height is computed by dividing the NAVD 88
 PE0761.geopotential number by the normal gravity value computed on the
 PE0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0761.degrees latitude (g = 980.6199 gals.).
 PE0761
 PE0761.The modeled gravity was interpolated from observed gravity values.
 PE0761
 PE0761;                    North         East    Units  Estimated Accuracy
 PE0761;SPC ME E     -   126,260.      246,890.      MT  (+/- 180 meters Scaled)
 PE0761
 PE0761                          SUPERSEDED SURVEY CONTROL
 PE0761
 PE0761  NGVD 29 (??/??/92)  155.570  (m)          510.40   (f) ADJ UNCH    2 0
 PE0761
 PE0761.Superseded values are not recommended for survey control.
 PE0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0761.See file dsdata.txt to determine how the superseded data were derived.
 PE0761
 PE0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK864608(NAD 83)
 PE0761_MARKER: DR = REFERENCE MARK DISK
 PE0761_SETTING: 66 = SET IN ROCK OUTCROP
 PE0761_SP_SET: ROCK OUTCROP
 PE0761_STAMPING: PLYMOUTH NO 2 1958
 PE0761_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0761+STABILITY: POSITION/ELEVATION WELL
 PE0761
 PE0761  HISTORY     - Date     Condition        Report By
 PE0761  HISTORY     - 1958     MONUMENTED       CGS
 PE0761  HISTORY     - 1984     GOOD             USPSQD
 PE0761
 PE0761                          STATION DESCRIPTION
 PE0761
 PE0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0761'4.2 MI NE FROM PLYMOUTH.
 PE0761'2.6 MILES EAST ALONG BLACKTOP ROAD TO CARMEL FROM THE PLYMOUTH
 PE0761'GRANGE HALL AT PLYMOUTH, THENCE 1.5 MILES NORTH ALONG BLACKTOP
 PE0761'ROAD, THENCE 0.15 MILES NORTHWEST ACROSS A BRUSHY FIELD TO THE
 PE0761'TOP OF THE HILL, SET IN THE TOP OF A LARGE ROCK OUTCROP (SOUTHWEST
 PE0761'CORNER), 42 FEET SOUTHWEST OF A BLAZED CEDAR TREE, 123 FEET EAST
 PE0761'OF A NORTH-SOUTH FENCE LINE, 18.1 FEET SOUTHWEST OF TRIANGULATION
 PE0761'STATION PLYMOUTH, ABOUT LEVEL WITH THE GROUND.
 PE0761
 PE0761                          STATION RECOVERY (1984)
 PE0761
 PE0761'RECOVERY NOTE BY US POWER SQUADRON 1984
 PE0761'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI8316 ***********************************************************************
 AI8316  FBN         -  This is a Federal Base Network Control Station.
 AI8316  DESIGNATION -  PNB1 A
 AI8316  PID         -  AI8316
 AI8316  STATE/COUNTY-  ME/HANCOCK
 AI8316  USGS QUAD   -  CASTINE (1979)
 AI8316
 AI8316                         *CURRENT SURVEY CONTROL
 AI8316  ___________________________________________________________________
 AI8316* NAD 83(1996)-  44 27 04.57511(N)    068 46 19.46379(W)     ADJUSTED  
 AI8316* NAVD 88     -        49.420  (meters)     162.14   (feet)  ADJUSTED  
 AI8316  ___________________________________________________________________
 AI8316  X           -   1,651,268.086 (meters)                     COMP
 AI8316  Y           -  -4,251,076.414 (meters)                     COMP
 AI8316  Z           -   4,444,041.550 (meters)                     COMP
 AI8316  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 AI8316  ELLIP HEIGHT-          24.45  (meters)          (04/26/01) GPS OBS
 AI8316  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 AI8316  DYNAMIC HT  -          49.416 (meters)     162.13  (feet)  COMP
 AI8316  MODELED GRAV-     980,555.7   (mgal)                       NAVD 88
 AI8316
 AI8316  HORZ ORDER  -  B
 AI8316  VERT ORDER  -  SECOND    CLASS I
 AI8316  ELLP ORDER  -  FOURTH    CLASS I
 AI8316
 AI8316.This is a reference station for the PENOBSCOT 1
 AI8316.National Continuously Operating Reference Station (PNB1).
 AI8316
 AI8316.The horizontal coordinates were established by GPS observations
 AI8316.and adjusted by the National Geodetic Survey in April 2001..
 AI8316
 AI8316.The orthometric height was determined by differential leveling
 AI8316.and adjusted by the National Geodetic Survey in July 2002..
 AI8316.No vertical observational check was made to the station.
 AI8316
 AI8316.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI8316
 AI8316.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8316
 AI8316.The ellipsoidal height was determined by GPS observations
 AI8316.and is referenced to NAD 83.
 AI8316
 AI8316.The geoid height was determined by GEOID03.
 AI8316
 AI8316.The dynamic height is computed by dividing the NAVD 88
 AI8316.geopotential number by the normal gravity value computed on the
 AI8316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8316.degrees latitude (g = 980.6199 gals.).
 AI8316
 AI8316.The modeled gravity was interpolated from observed gravity values.
 AI8316
 AI8316;                    North         East     Units Scale Factor Converg.
 AI8316;SPC ME E     -    87,207.322   278,346.281   MT  0.99990576   -0 11 25.9
 AI8316;UTM  19      - 4,922,021.750   518,134.748   MT  0.99960404   +0 09 34.6
 AI8316
 AI8316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8316!SPC ME E     -   0.99999617  x   0.99990576  =   0.99990193
 AI8316!UTM  19      -   0.99999617  x   0.99960404  =   0.99960021
 AI8316
 AI8316                          SUPERSEDED SURVEY CONTROL
 AI8316
 AI8316  NAVD 88 (04/26/01)   49.42   (m)          162.1    (f) LEVELING    3  
 AI8316
 AI8316.Superseded values are not recommended for survey control.
 AI8316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8316.See file dsdata.txt to determine how the superseded data were derived.
 AI8316
 AI8316_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1813522022(NAD 83)
 AI8316_MARKER: DH = HORIZONTAL CONTROL DISK
 AI8316_SETTING: 66 = SET IN ROCK OUTCROP
 AI8316_STAMPING: PNB1 A 2000
 AI8316_MARK LOGO: NGS   
 AI8316_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8316_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI8316+STABILITY: POSITION/ELEVATION WELL
 AI8316_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8316+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2000
 AI8316
 AI8316  HISTORY     - Date     Condition        Report By
 AI8316  HISTORY     - 2000     MONUMENTED       NGS
 AI8316  HISTORY     - 20000719 GOOD             NGS
 AI8316  HISTORY     - 20001003 GOOD             NGS
 AI8316
 AI8316                          STATION DESCRIPTION
 AI8316
 AI8316'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 AI8316'THE STATION IS LOCATED ABOUT 16.1 KM (10.00 MI) SOUTH OF ORLAND, ABOUT
 AI8316'0.80 KM (0.50 MI) EAST OF THE JUNCTION OF STATE HIGHWAY 166 AND
 AI8316'DEVEREUX LANE, ON A HILL WITH A LARGE RADIO MAST AND A US COAST GUARD
 AI8316'CORS ANTENNA SITE.  OWNERSHIP--MRS. C. RUSSEL DEVEREUX, RFD 1, BOX
 AI8316'126, PENOBSCOT ME 04476.  TO REACH THE STATION FROM THE JUNCTION OF US
 AI8316'HIGHWAY 1 AND STATE HIGHWAY 175 IN ORLAND, GO SOUTH ON HIGHWAY 175
 AI8316'(CASTINE ROAD) FOR 0.48 KM (0.30 MI) TO THE POST OFFICE ON THE RIGHT.
 AI8316'CONTINUE AHEAD, SOUTH ON HIGHWAY 175 FOR 12.55 KM (7.80 MI) TO THE
 AI8316'JUNCTION OF STATE HIGHWAY 166 STRAIGHT AHEAD AND HIGHWAY 175 TURNING
 AI8316'EAST.  CONTINUE STRAIGHT AHEAD, SOUTH ON HIGHWAY 166 FOR 2.49 KM (1.55
 AI8316'MI) TO THE JUNCTION OF DEVEREUX LANE ON THE LEFT, AT A BOAT STORAGE
 AI8316'YARD.  TURN LEFT, EASTERLY ON DEVEREUX LANE FOR 0.16 KM (0.10 MI) TO A
 AI8316'BARN ON THE LEFT AND MRS. DEVEREUXS HOUSE ON THE RIGHT.  PASS BETWEEN
 AI8316'THE HOUSE AND BARN AND CONTINUE EASTERLY ON THE ROAD FOR 0.56 KM (0.35
 AI8316'MI) TO THE TOP OF THE HILL AND ANTENNA SITE ON THE LEFT, A GRAVEL ROAD
 AI8316'STRAIGHT AHEAD LEADING TO THE GATE FOR A LARGE RADIO MAST AND A TRAIL
 AI8316'ROAD RIGHT.  BEAR RIGHT, SOUTHEASTERLY ON THE TRAIL ROAD FOR ABOUT
 AI8316'0.08 KM (0.05 MI) TO THE STATION ON THE RIGHT.  THE STATION IS SET IN
 AI8316'A DRILL HOLE IN A 5 FT (1.5 M) BY 5 FT (1.5 M) AREA OF EXPOSED ROCK
 AI8316'OUTCROP ABOUT LEVEL WITH THE ROAD. LOCATED 16.46 M (54.00 FT) WEST AND
 AI8316'ACROSS THE ROAD FROM THE SOUTHWEST CORNER OF A WIRE FENCE AROUND THE
 AI8316'RADIO MAST, 7.16 M (23.49 FT) NORTHWEST OF THE NORTH CORNER OF A SMALL
 AI8316'FENCE AROUND A GUY WIRE ANCHOR FOR THE RADIO MAST, 4.11 M (13.48 FT)
 AI8316'SOUTHWEST OF THE CENTER OF THE TRAIL ROAD AND 0.46 M (1.51 FT)
 AI8316'NORTHEAST OF A SHORT FIBERGLASS WITNESS POST SET IN A DRILL HOLE IN
 AI8316'THE OUTCROP.
 AI8316
 AI8316                          STATION RECOVERY (2000)
 AI8316
 AI8316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 AI8316'12.5 KM (7.75 MI) SOUTHERLY ALONG STATE HIGHWAY 175 FROM THE POST
 AI8316'OFFICE IN ORLAND, THENCE 2.5 KM (1.55 MI) SOUTHERLY ALONG STATE
 AI8316'HIGHWAY 166, THENCE 0.7 KM (0.45 MI) EASTERLY ALONG DEVEREUX LANE AND
 AI8316'THEN A TRACK ROAD, NEAR THE SOUTHWEST END OF A 4 BY 10-FOOT AREA OF
 AI8316'EXPOSED BEDROCK, 16.5 M (54.1 FT) WEST OF THE SOUTHWEST CORNER OF A
 AI8316'FENCE ENCLOSING A RADIO MAST, 7.2 M (23.6 FT) NORTHWEST OF THE NORTH
 AI8316'CORNER OF A SMALL FENCE ENCLOSING THE MOST WESTERLY GUY CABLE ANCHOR,
 AI8316'4.1 M (13.5 FT) SOUTHWEST OF THE ROAD CENTER, 1.0 M (3.3 FT) NORTHEAST
 AI8316'OF THE SOUTHWEST END OF THE ROCK, 0.5 M (1.6 FT) NORTHEAST OF A
 AI8316'WITNESS POST, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD. NOTE--
 AI8316'THE MARK IS ON PROPERTY OWNED BY MRS.  C.  RUSSEL DEVEREUX, RFD 1 BOX
 AI8316'126, PENOBSCOT, ME 04474.  MRS.DEVEREUX REQUESTS THAT A PERSON BLOWS
 AI8316'THE VEHICLE HORN TWICE AS YOU PASS HER HOUSE TO LET HER HER KNOW YOU
 AI8316'BELONG ON THE PROPERTY.  THIS IS A CORS SITE REFERENCE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI8317 ***********************************************************************
 AI8317  FBN         -  This is a Federal Base Network Control Station.
 AI8317  DESIGNATION -  PNB1 B
 AI8317  PID         -  AI8317
 AI8317  STATE/COUNTY-  ME/HANCOCK
 AI8317  USGS QUAD   -  CASTINE (1979)
 AI8317
 AI8317                         *CURRENT SURVEY CONTROL
 AI8317  ___________________________________________________________________
 AI8317* NAD 83(1996)-  44 27 08.76803(N)    068 46 40.37222(W)     ADJUSTED  
 AI8317* NAVD 88     -        27.257  (meters)      89.43   (feet)  ADJUSTED  
 AI8317  ___________________________________________________________________
 AI8317  X           -   1,650,798.621 (meters)                     COMP
 AI8317  Y           -  -4,251,144.534 (meters)                     COMP
 AI8317  Z           -   4,444,118.411 (meters)                     COMP
 AI8317  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 AI8317  ELLIP HEIGHT-           2.28  (meters)          (04/26/01) GPS OBS
 AI8317  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 AI8317  DYNAMIC HT  -          27.256 (meters)      89.42  (feet)  COMP
 AI8317  MODELED GRAV-     980,555.8   (mgal)                       NAVD 88
 AI8317
 AI8317  HORZ ORDER  -  B
 AI8317  VERT ORDER  -  SECOND    CLASS I
 AI8317  ELLP ORDER  -  FOURTH    CLASS I
 AI8317
 AI8317.This is a reference station for the PENOBSCOT 1
 AI8317.National Continuously Operating Reference Station (PNB1).
 AI8317
 AI8317.The horizontal coordinates were established by GPS observations
 AI8317.and adjusted by the National Geodetic Survey in April 2001..
 AI8317
 AI8317.The orthometric height was determined by differential leveling
 AI8317.and adjusted by the National Geodetic Survey in July 2002..
 AI8317.No vertical observational check was made to the station.
 AI8317
 AI8317.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI8317
 AI8317.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8317
 AI8317.The ellipsoidal height was determined by GPS observations
 AI8317.and is referenced to NAD 83.
 AI8317
 AI8317.The geoid height was determined by GEOID03.
 AI8317
 AI8317.The dynamic height is computed by dividing the NAVD 88
 AI8317.geopotential number by the normal gravity value computed on the
 AI8317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8317.degrees latitude (g = 980.6199 gals.).
 AI8317
 AI8317.The modeled gravity was interpolated from observed gravity values.
 AI8317
 AI8317;                    North         East     Units Scale Factor Converg.
 AI8317;SPC ME E     -    87,338.285   277,884.483   MT  0.99990601   -0 11 40.6
 AI8317;UTM  19      - 4,922,149.850   517,672.298   MT  0.99960384   +0 09 20.0
 AI8317
 AI8317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8317!SPC ME E     -   0.99999964  x   0.99990601  =   0.99990565
 AI8317!UTM  19      -   0.99999964  x   0.99960384  =   0.99960348
 AI8317
 AI8317                          SUPERSEDED SURVEY CONTROL
 AI8317
 AI8317  NAVD 88 (04/26/01)   27.26   (m)           89.4    (f) LEVELING    3  
 AI8317
 AI8317.Superseded values are not recommended for survey control.
 AI8317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8317.See file dsdata.txt to determine how the superseded data were derived.
 AI8317
 AI8317_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1767222150(NAD 83)
 AI8317_MARKER: DH = HORIZONTAL CONTROL DISK
 AI8317_SETTING: 66 = SET IN ROCK OUTCROP
 AI8317_STAMPING: PNB1 B 2000
 AI8317_MARK LOGO: NGS   
 AI8317_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8317_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI8317+STABILITY: POSITION/ELEVATION WELL
 AI8317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8317+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2000
 AI8317
 AI8317  HISTORY     - Date     Condition        Report By
 AI8317  HISTORY     - 2000     MONUMENTED       NGS
 AI8317  HISTORY     - 20000719 GOOD             NGS
 AI8317  HISTORY     - 20001003 GOOD             NGS
 AI8317
 AI8317                          STATION DESCRIPTION
 AI8317
 AI8317'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 AI8317'THE STATION IS LOCATED ABOUT 16.1 KM (10.00 MI) SOUTH OF ORLAND, 0.16
 AI8317'KM (0.10 MI) EAST OF THE JUNCTION OF STATE HIGHWAY 166 AND DEVEREUX
 AI8317'LANE, ON THE PROPERTY OF MRS. C. RUSSEL DEVEREUX, AT THE REAR OF THE
 AI8317'PROPERTY.  OWNERSHIP--MRS. C. RUSSEL DEVEREUX, RFD 1, BOX 126,
 AI8317'PENOBSCOT ME 04476.  TO REACH THE STATION FROM THE JUNCTION OF US
 AI8317'HIGHWAY 1 AND STATE HIGHWAY 175 IN ORLAND, GO SOUTH ON HIGHWAY 175
 AI8317'(CASTINE ROAD) FOR 0.48 KM (0.30 MI) TO THE POST OFFICE ON THE RIGHT.
 AI8317'CONTINUE AHEAD, SOUTH ON HIGHWAY 175 FOR 12.55 KM (7.80 MI) TO THE
 AI8317'JUNCTION OF STATE HIGHWAY 166 STRAIGHT AHEAD AND HIGHWAY 175 TURNING
 AI8317'EAST.  CONTINUE STRAIGHT AHEAD, SOUTH ON HIGHWAY 166 FOR 2.49 KM (1.55
 AI8317'MI) TO THE JUNCTION OF DEVEREUX LANE ON THE LEFT (AT A BOAT STORAGE
 AI8317'YARD).  TURN LEFT, EAST ON DEVEREUX LANE FOR 0.16 KM (0.10 MI) TO A
 AI8317'BARN ON THE LEFT AND MRS. DEVEREUXS HOUSE ON THE RIGHT.  PASS BETWEEN
 AI8317'THE HOUSE AND BARN AND CONTINUE AHEAD FOR ABOUT 30.48 M (100.00 FT) TO
 AI8317'THE STATION ON THE LEFT IN A 2 FT (0.6 M) BY 2 FT (0.6 M) EXPOSED ROCK
 AI8317'OUTCROP.  THE STATION IS SET IN A DRILL HOLE IN EXPOSED ROCK OUTCROP.
 AI8317'LOCATED 28.50 M (93.50 FT) EAST-NORTHEAST OF NORTHEAST CORNER OF THE
 AI8317'HOUSE, 27.28 M (89.50 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 AI8317'BARN, 9.30 M (30.51 FT) NORTHWEST OF POWER POLE NUMBER 32021 WITH
 AI8317'LINES CROSSING THE ROAD AND LEADING NORTH TO A SMALL SHED, 5.49 M
 AI8317'(18.01 FT) NORTH OF THE CENTER OF THE ROAD AND 0.46 M (1.51 FT) SOUTH
 AI8317'OF A SHORT FIBERGLASS WITNESS POST.
 AI8317
 AI8317                          STATION RECOVERY (2000)
 AI8317
 AI8317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 AI8317'12.5 KM (7.75 MI) SOUTHERLY ALONG STATE HIGHWAY 175 FROM THE POST
 AI8317'OFFICE IN ORLAND, THENCE 2.5 KM (1.55 MI) SOUTHERLY ALONG STATE
 AI8317'HIGHWAY 166, THENCE 0.2 KM (0.10 MI) EASTERLY ALONG DEVEREUX LANE,
 AI8317'NEAR THE CENTER OF A 2 BY 2-FOOT AREA OF EXPOSED BEDROCK, 28.8 M (94.5
 AI8317'FT) EAST OF THE NORTHEAST CORNER OF A HOUSE, 27.2 M (89.2 FT)
 AI8317'SOUTHEAST OF THE SOUTHEAST OF THE SOUTHEAST CORNER OF A BARN, 9.3 M
 AI8317'(30.5 FT) NORTHWEST OF UTILITY POLE NUMBER 320.21, 5.4 M (17.7 FT)
 AI8317'NORTH OF THE LANE CENTER, 0.5 M (1.6 FT) SOUTH OF A WITNESS POST, AND
 AI8317'0.3 M (1.0 FT) ABOVE THE LEVEL OF THE LANE.  NOTE-- THE MARK IS ON
 AI8317'PROPERTY OWNED BY MRS. C. RUSSEL DEVEREUX, RFD 1 BOX 126, PENOBSCOT,
 AI8317'ME 04474.  MRS.DEVEREUX REQUESTS THAT A PERSON BLOWS THE VEHICLE HORN
 AI8317'TWICE AS THEY PASS HER HOUSE TO LET HER KNOW THEY BELONG ON THE
 AI8317'PROPERTY.  THIS IS A CORS SITE REFERENCE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB2672 ***********************************************************************
 AB2672  SACS        -  This is a Secondary Airport Control Station.
 AB2672  DESIGNATION -  PNN A
 AB2672  PID         -  AB2672
 AB2672  STATE/COUNTY-  ME/WASHINGTON
 AB2672  USGS QUAD   -  PRINCETON (1990)
 AB2672
 AB2672                         *CURRENT SURVEY CONTROL
 AB2672  ___________________________________________________________________
 AB2672* NAD 83(1996)-  45 12 15.86518(N)    067 33 28.58857(W)     ADJUSTED  
 AB2672* NAVD 88     -        75.25   (meters)     246.9    (feet)  GPS OBS   
 AB2672  ___________________________________________________________________
 AB2672  X           -   1,718,456.504 (meters)                     COMP
 AB2672  Y           -  -4,160,616.598 (meters)                     COMP
 AB2672  Z           -   4,503,419.387 (meters)                     COMP
 AB2672  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 AB2672  ELLIP HEIGHT-          51.66  (meters)          (01/07/02) GPS OBS
 AB2672  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 AB2672
 AB2672  HORZ ORDER  -  FIRST
 AB2672  ELLP ORDER  -  FIFTH     CLASS I
 AB2672
 AB2672.This mark is at Princeton Airport (PNN)
 AB2672
 AB2672.The horizontal coordinates were established by GPS observations
 AB2672.and adjusted by the National Geodetic Survey in July 1997..
 AB2672
 AB2672.The orthometric height was determined by GPS observations and a
 AB2672.high-resolution geoid model.
 AB2672
 AB2672.GPS derived orthometric heights for airport stations designated as
 AB2672.PACS or SACS are published to 2 decimal places.  This maintains
 AB2672.centimeter relative accuracy between the PACS and SACS.  It does
 AB2672.not indicate centimeter accuracy relative to other marks which are
 AB2672.part of the NAVD 88 network.
 AB2672
 AB2672.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2672
 AB2672.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2672
 AB2672.The ellipsoidal height was determined by GPS observations
 AB2672.and is referenced to NAD 83.
 AB2672
 AB2672.The geoid height was determined by GEOID03.
 AB2672
 AB2672;                    North         East     Units Scale Factor Converg.
 AB2672;SPC ME E     -   171,289.532   374,006.351   MT  0.99996732   +0 40 06.7
 AB2672;UTM  19      - 5,006,669.294   613,251.377   MT  0.99975770   +1 01 24.3
 AB2672
 AB2672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2672!SPC ME E     -   0.99999190  x   0.99996732  =   0.99995922
 AB2672!UTM  19      -   0.99999190  x   0.99975770  =   0.99974960
 AB2672
 AB2672                          SUPERSEDED SURVEY CONTROL
 AB2672
 AB2672  ELLIP H (07/24/97)   51.63   (m)                       GP(       ) 1 1
 AB2672  NAD 83(1992)-  45 12 15.86531(N)    067 33 28.58828(W) AD(1995.00) 1
 AB2672  ELLIP H (04/19/96)   51.63   (m)                       GP(1995.00) 3 1
 AB2672
 AB2672.Superseded values are not recommended for survey control.
 AB2672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2672.See file dsdata.txt to determine how the superseded data were derived.
 AB2672
 AB2672_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL1325106669(NAD 83)
 AB2672_MARKER: DD = SURVEY DISK
 AB2672_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB2672_STAMPING: PNN A 1995
 AB2672_MARK LOGO: NGS   
 AB2672_PROJECTION: FLUSH
 AB2672_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2672_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB2672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2672+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1996
 AB2672_ROD/PIPE-DEPTH: 1.0  meters
 AB2672
 AB2672  HISTORY     - Date     Condition        Report By
 AB2672  HISTORY     - 1995     MONUMENTED       CHANCE
 AB2672  HISTORY     - 19960703 GOOD             NGS
 AB2672
 AB2672                          STATION DESCRIPTION
 AB2672
 AB2672'DESCRIBED BY JE CHANCE AND ASSOCIATES 1995 (CL)
 AB2672'THE STATION IS LOCATED ABOUT 2.3 KM (1.40 MI) SOUTH OF PRINCETON, 1.9
 AB2672'KM (1.20 MI) SOUTHWEST OF U.S.  HWY 1, AT THE PRINCETON MUNICIPAL
 AB2672'AIRPORT.  OWNERSHIP--TOWN OF PRINCETON, LAWRENCE GILLIS, PHONE
 AB2672'207-427-6624  TO REACH THE STATION FROM THE POST OFFICE IN PRINCETON,
 AB2672'GO SOUTHEAST FOR 0.4 KM (0.25 MI) ON U.S.  HIGHWAY 1 TO A PAVED ROAD
 AB2672'RIGHT (WEST STREET) .  TURN RIGHT AND GO SOUTHWEST ON WEST STREET FOR
 AB2672'1.9 KM (1.20 MI) TO A PAVED ROAD LEFT AT THE WEST CORNER OF PRINCETON
 AB2672'CEMETERY.  TURN LEFT AND GO SOUTHWEAST FOR 0.7 KM (0.45 MI) ON PAVED
 AB2672'ROAD TO THE WOODEN TERMINAL BUILDING ON THE RIGHT AND GATE ON THE LEFT
 AB2672'ACCESSING THE PARKING APRON.  PROCEED SOUTHWEST THROUGH GATE AND TURN
 AB2672'LEFT FOLLOWING TAXIWAY TO RUNWAY 15-33.  TURN RIGHT AND PROCEED
 AB2672'SOUTHEAST ALONG RUNWAY 15-33 FOR 0.5 KM (0.30 MI) TO THE JUNCTION WITH
 AB2672'RUNWAY 6-24.  TURN LEFT AND PROCEED NORTHEAST ALONG RUNWAY 6-24 FOR
 AB2672'0.5 KM (0.30 MI) TO THE STATION ON THE LEFT SOUTHWEST OF A LONE SPRUCE
 AB2672'TREE AT EDGE OF TREELINE  THE STATION IS THE CENTER OF A 5 CM SURVEY
 AB2672'DISC SET INTO THE TOP OF A 1 M (3.3 FT) LONG FENO PIPE, RECESSED 1 CM
 AB2672'BELOW GROUND LEVEL AND ENCASED IN A 12.7 CM DIA PVC PIPE WITH A LOGO
 AB2672'CAP SURROUNDED BY CONCRETE.  THE LOGO CAP AND CONCRETE ARE SET FLUSH
 AB2672'WITH THE GROUND. THREE CIRCULAR ANCHOR PRONGS EXTEND FROM THE BOTTOM
 AB2672'OF THE PIPE.  THE STATION IS LOCATED 22.66 M (74.34 FT) NORTHWEST OF
 AB2672'EDGE OF RUNWAY 6-24, 21.49 M (70.51 FT) SOUTHEAST OF A LONE SPRUCE
 AB2672'TREE, 1 M (3.3 FT) SOUTHEAST OF A CARSONITE WITNESS POST  THIS STATION
 AB2672'IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION (SACS) - MAINE
 AB2672'ANA SURVEYS 1995
 AB2672
 AB2672                          STATION RECOVERY (1996)
 AB2672
 AB2672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (PDL)
 AB2672'THE STATION IS LOCATED ABOUT 2.3 KM (1.40 MI) SOUTH OF PRINCETON, 1.9
 AB2672'KM (1.20 MI) SOUTHWEST OF U.S.  HWY 1, AT THE PRINCETON MUNICIPAL
 AB2672'AIRPORT.  OWNERSHIP--TOWN OF PRINCETON, LAWRENCE GILLIS, ASST. AIRPORT
 AB2672'MANAGER,PHONE 207-427-6624 TO REACH THE STATION FROM THE POST OFFICE
 AB2672'IN PRINCETON, GO SOUTHEAST FOR 0.4 KM (0.25 MI) ON U.S. HIGHWAY 1 TO A
 AB2672'PAVED ROAD RIGHT (WEST STREET) .  TURN RIGHT AND GO SOUTHWEST ON WEST
 AB2672'STREET FOR 1.9 KM (1.20 MI) TO A PAVED ROAD LEFT AT THE WEST CORNER OF
 AB2672'PRINCETON CEMETERY.  TURN LEFT AND GO SOUTHWEAST FOR 0.7 KM (0.45 MI)
 AB2672'ON PAVED ROAD TO THE WOODEN TERMINAL BUILDING (RELOCATED 1891
 AB2672'PRINCETON TRAIN STATION) ON THE RIGHT AND GATE ON THE LEFT ACCESSING
 AB2672'THE PARKING APRON.  PROCEED SOUTHWEST THROUGH GATE AND TURN LEFT
 AB2672'FOLLOWING TAXIWAY TO RUNWAY 15-33.  TURN RIGHT AND PROCEED SOUTHEAST
 AB2672'ALONG RUNWAY 15-33 FOR 0.5 KM (0.30 MI) TO THE JUNCTION WITH RUNWAY
 AB2672'6-24.  TURN LEFT AND PROCEED NORTHEAST ALONG RUNWAY 6-24 FOR 0.5 KM
 AB2672'(0.30 MI) TO THE STATION ON THE LEFT SOUTHWEST OF A LONE SPRUCE TREE
 AB2672'AT EDGE OF TREELINE THE STATION IS THE CENTER OF A 5 CM SURVEY DISC
 AB2672'SET INTO THE TOP OF A 1 M (3.3 FT) LONG FENO PIPE, RECESSED 1 CM BELOW
 AB2672'GROUND LEVEL AND ENCASED IN A 12.7 CM DIA PVC PIPE WITH A LOGO CAP
 AB2672'SURROUNDED BY CONCRETE.  THE LOGO CAP AND CONCRETE ARE SET FLUSH WITH
 AB2672'THE GROUND.  THE STATION IS LOCATED 22.66 M (74.34 FT) NORTHWEST OF
 AB2672'EDGE OF RUNWAY 6-24, 21.49 M (70.51 FT) SOUTHEAST OF A LONE SPRUCE
 AB2672'TREE, 1 M (3.3 FT) SOUTHEAST OF A WITNESS POST THIS STATION IS
 AB2672'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION (SACS) - MAINE ANA
 AB2672'SURVEYS 1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB2671 ***********************************************************************
 AB2671  PACS        -  This is a Primary Airport Control Station.
 AB2671  DESIGNATION -  PNN B
 AB2671  PID         -  AB2671
 AB2671  STATE/COUNTY-  ME/WASHINGTON
 AB2671  USGS QUAD   -  PRINCETON (1990)
 AB2671
 AB2671                         *CURRENT SURVEY CONTROL
 AB2671  ___________________________________________________________________
 AB2671* NAD 83(1996)-  45 12 02.97512(N)    067 34 10.98851(W)     ADJUSTED  
 AB2671* NAVD 88     -        80.10   (meters)     262.8    (feet)  GPS OBS   
 AB2671  ___________________________________________________________________
 AB2671  X           -   1,717,710.252 (meters)                     COMP
 AB2671  Y           -  -4,161,233.921 (meters)                     COMP
 AB2671  Z           -   4,503,142.437 (meters)                     COMP
 AB2671  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 AB2671  ELLIP HEIGHT-          56.50  (meters)          (01/07/02) GPS OBS
 AB2671  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 AB2671
 AB2671  HORZ ORDER  -  B
 AB2671  ELLP ORDER  -  FIFTH     CLASS I
 AB2671
 AB2671.This mark is at Princeton Airport (PNN)
 AB2671
 AB2671.The horizontal coordinates were established by GPS observations
 AB2671.and adjusted by the National Geodetic Survey in July 1997..
 AB2671
 AB2671.The orthometric height was determined by GPS observations and a
 AB2671.high-resolution geoid model.
 AB2671
 AB2671.GPS derived orthometric heights for airport stations designated as
 AB2671.PACS or SACS are published to 2 decimal places.  This maintains
 AB2671.centimeter relative accuracy between the PACS and SACS.  It does
 AB2671.not indicate centimeter accuracy relative to other marks which are
 AB2671.part of the NAVD 88 network.
 AB2671
 AB2671.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2671
 AB2671.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2671
 AB2671.The ellipsoidal height was determined by GPS observations
 AB2671.and is referenced to NAD 83.
 AB2671
 AB2671.The geoid height was determined by GEOID03.
 AB2671
 AB2671;                    North         East     Units Scale Factor Converg.
 AB2671;SPC ME E     -   170,880.913   373,085.697   MT  0.99996566   +0 39 36.5
 AB2671;UTM  19      - 5,006,255.068   612,333.465   MT  0.99975516   +1 00 54.0
 AB2671
 AB2671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2671!SPC ME E     -   0.99999114  x   0.99996566  =   0.99995680
 AB2671!UTM  19      -   0.99999114  x   0.99975516  =   0.99974630
 AB2671
 AB2671|---------------------------------------------------------------------|
 AB2671| PID    Reference Object                     Distance      Geod. Az  |
 AB2671|                                                           dddmmss.s |
 AB2671| QF1990 PRINCE AZ MK                         53.884 METERS 00753     |
 AB2671|---------------------------------------------------------------------|
 AB2671
 AB2671                          SUPERSEDED SURVEY CONTROL
 AB2671
 AB2671  ELLIP H (07/24/97)   56.47   (m)                       GP(       ) 1 1
 AB2671  NAD 83(1992)-  45 12 02.97525(N)    067 34 10.98821(W) AD(1995.00) B
 AB2671  ELLIP H (04/19/96)   56.47   (m)                       GP(1995.00) 3 1
 AB2671
 AB2671.Superseded values are not recommended for survey control.
 AB2671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2671.See file dsdata.txt to determine how the superseded data were derived.
 AB2671
 AB2671_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL1233306255(NAD 83)
 AB2671_MARKER: I = METAL ROD
 AB2671_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB2671_STAMPING: PNN B 1995
 AB2671_MARK LOGO: NGS   
 AB2671_PROJECTION: FLUSH
 AB2671_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2671_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2671_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2671+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1996
 AB2671_ROD/PIPE-DEPTH: 2.82 meters
 AB2671
 AB2671  HISTORY     - Date     Condition        Report By
 AB2671  HISTORY     - 1995     MONUMENTED       CHANCE
 AB2671  HISTORY     - 19960703 GOOD             NGS
 AB2671  HISTORY     - 19961023 GOOD             NGS
 AB2671
 AB2671                          STATION DESCRIPTION
 AB2671
 AB2671'DESCRIBED BY JE CHANCE AND ASSOCIATES 1995 (CL)
 AB2671'THE STATION IS LOCATED ABOUT 2.3 KM (1.40 MI) SOUTH OF PRINCETON, 1.9
 AB2671'KM (1.20 MI) SOUTHWEST OF U.S.  HWY 1, AT THE PRINCETON MUNICIPAL
 AB2671'AIRPORT.  OWNERSHIP--TOWN OF PRINCETON, LAWRENCE GILLIS, PHONE
 AB2671'207-427-6624  TO REACH THE STATION FROM THE POST OFFICE IN PRINCETON,
 AB2671'GO SOUTHEAST FOR 0.4 KM (0.25 MI) ON U.S.  HIGHWAY 1 TO A PAVED ROAD
 AB2671'RIGHT (WEST STREET) .  TURN RIGHT AND GO SOUTHWEST ON WEST STREET FOR
 AB2671'1.9 KM (1.20 MI) TO A PAVED ROAD LEFT AT THE WEST CORNER OF PRINCETON
 AB2671'CEMETERY.  TURN LEFT AND GO SOUTHEAST FOR 0.7 KM (0.45 MI) ON PAVED
 AB2671'ROAD TO THE WOODEN TERMINAL BUILDING ON THE RIGHT AND GATE ON THE LEFT
 AB2671'ACCESSING THE PARKING APRON.  PRODEED SOUTHWEST THROUGH GATE TO THE
 AB2671'SOUTHWEST CORNER OF THE PARKING APRON AND THE STATION ON THE LEFT  THE
 AB2671'STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AB2671'AT A DEPTH OF 2.82 M (9.25 FT) RECESSED 6 CM BELOW GROUND LEVEL IN A
 AB2671'2.5 CM GREASE FILLED FLUTED PLASTIC SLEEVE 90 CM LONG ENCASED IN A PVC
 AB2671'PIPE WITH NGS LOGO CAP SURROUNDED BY CONCRETE.  THE LOGO CAP AND
 AB2671'CONCRETE ARE SET FLUSH WITH THE GROUND.  THE STATION IS LOCATED 51.19
 AB2671'M (167.95 FT) WEST OF FIRST RUNWAY LIGHT SOUTH OF TAXIWAY, 53.85 M
 AB2671'(176.67 FT) SOUTH-SOUTHWEST OF STATION PRINCE AZIMUTH MARK, 71.53 M
 AB2671'(234.68 FT) WEST-SOUTHWEST OF THE CENTERLINE OF RUNWAY 15-33, 40.95 M
 AB2671'(134.35 FT) SOUTHEAST OF THE EAST GATE POST, 7.60 M (24.93 FT)
 AB2671'EAST-NORTHEAST OF THE EAST EDGE OF PARKING APRON, AND 21.44 M (70.34
 AB2671'FT) SOUTH OF THE CENTERLINE OF THE TAXIWAY  THIS STATION IS DESIGNATED
 AB2671'AS A PRIMARY AIRPORT CONTROL STATION (PACS) - MAINE ANA SURVEY 1995
 AB2671
 AB2671                          STATION RECOVERY (1996)
 AB2671
 AB2671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (PDL)
 AB2671'THE STATION IS LOCATED ABOUT 2.3 KM (1.40 MI) SOUTH OF PRINCETON, 1.9
 AB2671'KM (1.20 MI) SOUTHWEST OF U.S.  HWY 1, AT THE PRINCETON MUNICIPAL
 AB2671'AIRPORT.  OWNERSHIP--TOWN OF PRINCETON, LAWRENCE GILLIS, ASST. AIRPORT
 AB2671'MANAGER, PHONE 207-427-6624 TO REACH THE STATION FROM THE POST OFFICE
 AB2671'IN PRINCETON, GO SOUTHEAST FOR 0.4 KM (0.25 MI) ON U.S. HIGHWAY 1 TO A
 AB2671'PAVED ROAD RIGHT (WEST STREET) .  TURN RIGHT AND GO SOUTHWEST ON WEST
 AB2671'STREET FOR 1.9 KM (1.20 MI) TO A PAVED ROAD LEFT AT THE WEST CORNER OF
 AB2671'PRINCETON CEMETERY.  TURN LEFT AND GO SOUTHEAST FOR 0.7 KM (0.45 MI)
 AB2671'ON PAVED ROAD TO THE WOODEN TERMINAL BUILDING (RELOCATED 1891
 AB2671'PRINCETON TRAIN STATION) ON THE RIGHT AND GATE ON THE LEFT ACCESSING
 AB2671'THE PARKING APRON.  PROCEED SOUTHWEST THROUGH GATE TO THE SOUTHWEST
 AB2671'CORNER OF THE PARKING APRON AND THE STATION ON THE LEFT THE STATION IS
 AB2671'THE TOP CENTER OF A STAINLESS STEEL ROD.  THE LOGO CAP IS FLUSH WITH
 AB2671'THE GROUND.  THE STATION IS LOCATED 51.19 M (167.95 FT) WEST OF FIRST
 AB2671'RUNWAY LIGHT SOUTH OF TAXIWAY, 53.85 M (176.67 FT) SOUTH-SOUTHWEST OF
 AB2671'STATION PRINCE AZIMUTH MARK, 71.53 M (234.68 FT) WEST-SOUTHWEST OF THE
 AB2671'CENTERLINE OF RUNWAY 15-33, 40.95 M (134.35 FT) SOUTHEAST OF THE EAST
 AB2671'GATE POST, 7.60 M (24.93 FT) EAST-NORTHEAST OF THE EAST EDGE OF THE
 AB2671'APRON, AND 21.44 M (70.34 FT) SOUTH OF THE CENTERLINE OF THE TAXIWAY
 AB2671'THIS STATION IS DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION (PACS)
 AB2671'- MAINE ANA SURVEY
 AB2671
 AB2671                          STATION RECOVERY (1996)
 AB2671
 AB2671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (JMR)
 AB2671'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0450 ***********************************************************************
 OB0450  DESIGNATION -  POINT 1950
 OB0450  PID         -  OB0450
 OB0450  STATE/COUNTY-  ME/LINCOLN
 OB0450  USGS QUAD   -  WESTPORT (1970)
 OB0450
 OB0450                         *CURRENT SURVEY CONTROL
 OB0450  ___________________________________________________________________
 OB0450* NAD 83(1996)-  43 55 18.27020(N)    069 41 16.06118(W)     ADJUSTED  
 OB0450* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 OB0450  ___________________________________________________________________
 OB0450  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 OB0450  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 OB0450
 OB0450  HORZ ORDER  -  THIRD
 OB0450
 OB0450.The horizontal coordinates were established by classical geodetic methods
 OB0450.and adjusted by the National Geodetic Survey in March 1998..
 OB0450
 OB0450.The orthometric height was scaled from a topographic map.
 OB0450
 OB0450.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0450
 OB0450.The geoid height was determined by GEOID03.
 OB0450
 OB0450;                    North         East     Units Scale Factor Converg.
 OB0450;SPC ME W     -   121,029.731   938,457.676   MT  0.99998485   +0 19 55.9
 OB0450;UTM  19      - 4,863,410.825   444,784.184   MT  0.99963750   -0 28 37.6
 OB0450
 OB0450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0450!SPC ME W     -   1.00000390  x   0.99998485  =   0.99998875
 OB0450!UTM  19      -   1.00000390  x   0.99963750  =   0.99964140
 OB0450
 OB0450:                Primary Azimuth Mark                     Grid Az
 OB0450:SPC ME W     -  FOWLE                                    070 29 59.6
 OB0450:UTM  19      -  FOWLE                                    071 18 33.1
 OB0450
 OB0450|---------------------------------------------------------------------|
 OB0450| PID    Reference Object                     Distance      Geod. Az  |
 OB0450|                                                           dddmmss.s |
 OB0450| OB0454 FOWLE                               APPROX. 0.6 KM 0704955.5 |
 OB0450|---------------------------------------------------------------------|
 OB0450
 OB0450                          SUPERSEDED SURVEY CONTROL
 OB0450
 OB0450  NAD 83(1992)-  43 55 18.27032(N)    069 41 16.05779(W) AD(       ) 3
 OB0450  NAD 83(1986)-  43 55 18.27553(N)    069 41 16.06332(W) AD(       ) 3
 OB0450  NAD 27      -  43 55 17.98000(N)    069 41 17.89000(W) AD(       ) 3
 OB0450
 OB0450.Superseded values are not recommended for survey control.
 OB0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0450.See file dsdata.txt to determine how the superseded data were derived.
 OB0450
 OB0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ4478463411(NAD 83)
 OB0450_MARKER: Z = SEE DESCRIPTION
 OB0450_SETTING: 0 = UNSPECIFIED SETTING
 OB0450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OB0450
 OB0450  HISTORY     - Date     Condition        Report By
 OB0450  HISTORY     - 1950     MONUMENTED       CGS
 OB0450
 OB0450                          STATION DESCRIPTION
 OB0450
 OB0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WFM)
 OB0450'NO REFERENCE MARKS ESTABLISHED.
 OB0450'
 OB0450'STATION IS ON THE E SIDE OF WESTPORT ISLAND, ON A POINT 1/3
 OB0450'MILE W OF FOWLE POINT.  IT IS ON A ROCK LEDGE AT THE HIGH-WATER
 OB0450'LINE AND IS MOST EASILY REACHED BY SMALL BOAT.
 OB0450'
 OB0450'STATION IS A BRONZE DISK CEMENTED IN A DRILL HOLE IN ROCK LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2075 ***********************************************************************
 PE2075  DESIGNATION -  POINT LEDGE BEACON
 PE2075  PID         -  PE2075
 PE2075  STATE/COUNTY-  ME/KNOX
 PE2075  USGS QUAD   -  VINALHAVEN (1988)
 PE2075
 PE2075                         *CURRENT SURVEY CONTROL
 PE2075  ___________________________________________________________________
 PE2075* NAD 83(1996)-  44 01 41.90087(N)    068 49 40.05455(W)     ADJUSTED  
 PE2075* NAVD 88     -                                                        
 PE2075  ___________________________________________________________________
 PE2075  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 PE2075  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 PE2075
 PE2075  HORZ ORDER  -  THIRD
 PE2075
 PE2075.The horizontal coordinates were established by classical geodetic methods
 PE2075.and adjusted by the National Geodetic Survey in March 1998..
 PE2075
 PE2075
 PE2075.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2075
 PE2075.The geoid height was determined by GEOID03.
 PE2075
 PE2075;                    North         East     Units Scale Factor Converg.
 PE2075;SPC ME E     -    40,229.679   273,724.102   MT  0.99990849   -0 13 40.2
 PE2075;UTM  19      - 4,875,031.125   513,799.984   MT  0.99960234   +0 07 10.9
 PE2075
 PE2075                          SUPERSEDED SURVEY CONTROL
 PE2075
 PE2075  NAD 83(1992)-  44 01 41.90741(N)    068 49 40.03336(W) AD(       ) 4
 PE2075  NAD 83(1986)-  44 01 41.91163(N)    068 49 40.03842(W) AD(       ) 4
 PE2075  NAD 27      -  44 01 41.62000(N)    068 49 41.94000(W) AD(       ) 3
 PE2075
 PE2075.Superseded values are not recommended for survey control.
 PE2075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2075.See file dsdata.txt to determine how the superseded data were derived.
 PE2075
 PE2075_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ1380075031(NAD 83)
 PE2075
 PE2075  HISTORY     - Date     Condition        Report By
 PE2075  HISTORY     - 1934     MONUMENTED       CGS
 PE2075  HISTORY     - 1954     SEE DESCRIPTION  CGS
 PE2075  HISTORY     - 1988     GOOD             USPSQD
 PE2075
 PE2075                          STATION DESCRIPTION
 PE2075
 PE2075'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2075'THIS INTERSECTION STATION, IS A RED SPINDLE BEACON ABOUT 1 MILE S
 PE2075'OF THE VILLAGE OF VINAL HAVEN IN THE SOUTHERN APPROACH OF CARVERS
 PE2075'HARBOR.
 PE2075
 PE2075                          STATION RECOVERY (1954)
 PE2075
 PE2075'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 PE2075'STATION RECOVERED AS DESCRIBED.
 PE2075
 PE2075                          STATION RECOVERY (1988)
 PE2075
 PE2075'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE2075'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0863 ***********************************************************************
 PD0863  DESIGNATION -  POINT LEIGHTON 1887
 PD0863  PID         -  PD0863
 PD0863  STATE/COUNTY-  ME/WASHINGTON
 PD0863  USGS QUAD   -  EASTPORT (1977)
 PD0863
 PD0863                         *CURRENT SURVEY CONTROL
 PD0863  ___________________________________________________________________
 PD0863* NAD 83(1996)-  44 53 43.58382(N)    067 06 53.18072(W)     ADJUSTED  
 PD0863* NAVD 88     -        26.     (meters)      85.     (feet)  SCALED    
 PD0863  ___________________________________________________________________
 PD0863  LAPLACE CORR-           4.25  (seconds)                    DEFLEC99
 PD0863  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 PD0863
 PD0863  HORZ ORDER  -  THIRD
 PD0863
 PD0863.The horizontal coordinates were established by classical geodetic methods
 PD0863.and adjusted by the National Geodetic Survey in March 1998..
 PD0863
 PD0863.The orthometric height was scaled from a topographic map.
 PD0863
 PD0863.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0863
 PD0863.The geoid height was determined by GEOID03.
 PD0863
 PD0863;                    North         East     Units Scale Factor Converg.
 PD0863;SPC ME E     -   137,458.429   409,408.391   MT  1.00004715   +0 58 40.1
 PD0863;UTM  19      - 4,973,064.009   648,854.904   MT  0.99987247   +1 19 51.1
 PD0863
 PD0863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0863!SPC ME E     -   0.99999950  x   1.00004715  =   1.00004665
 PD0863!UTM  19      -   0.99999950  x   0.99987247  =   0.99987197
 PD0863
 PD0863                          SUPERSEDED SURVEY CONTROL
 PD0863
 PD0863  NAD 83(1992)-  44 53 43.57394(N)    067 06 53.18094(W) AD(       ) 3
 PD0863  NAD 83(1986)-  44 53 43.57185(N)    067 06 53.18299(W) AD(       ) 3
 PD0863  NAD 27      -  44 53 43.29100(N)    067 06 55.25100(W) AD(       ) 3
 PD0863
 PD0863.Superseded values are not recommended for survey control.
 PD0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0863.See file dsdata.txt to determine how the superseded data were derived.
 PD0863
 PD0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK4885573064(NAD 83)
 PD0863_MARKER: H = DRILL HOLE
 PD0863_SETTING: 66 = SET IN ROCK OUTCROP
 PD0863_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 PD0863_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0863_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0863+STABILITY: POSITION/ELEVATION WELL
 PD0863
 PD0863  HISTORY     - Date     Condition        Report By
 PD0863  HISTORY     - 1887     MONUMENTED       CGS
 PD0863  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0863  HISTORY     - 1985     GOOD             NOS
 PD0863
 PD0863                          STATION DESCRIPTION
 PD0863
 PD0863'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0863'STATION IS NEAR THE S END OF LEIGHTON POINT, WHICH IS ON THE
 PD0863'N SIDE OF COBSCOOK RIVER AND NEAR ITS MOUTH.  THE STATION IS
 PD0863'ON THE SUMMIT OF A SMALL ROCKY KNOLL NEAR THE TERMINUS OF THE
 PD0863'ROAD FROM PEMBROKE AND IS MARKED BY A HOLE DRILLED IN THE ROCK
 PD0863'AND SURROUNDED BY A CIRCLE CHISELED IN THE ROCK.  A COTTAGE
 PD0863'IS 225 METERS SE OF THE STATION, AT THE TIP OF THE POINT.
 PD0863
 PD0863                          STATION RECOVERY (1985)
 PD0863
 PD0863'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1985 (WVH)
 PD0863'THE STATION WAS RECOVERED AT THIS DATE.
 PD0863'THE STATION IS IN THICK WOODS.  THERE IS ALSO A DIRT ROAD TO THE
 PD0863'COTTAGE WHICH PASSES TO THE EAST OF THE STATION.  STATION LEIGH WAS
 PD0863'ESTABLISHED NEARBY, AT THE EDGE OF THE WATER.
 PD0863'
 PD0863'DESCRIBED BY G.E.L.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1006 ***********************************************************************
 PD1006  DESIGNATION -  POINT OF MAIN
 PD1006  PID         -  PD1006
 PD1006  STATE/COUNTY-  ME/WASHINGTON
 PD1006  USGS QUAD   -  ROQUE BLUFFS (1975)
 PD1006
 PD1006                         *CURRENT SURVEY CONTROL
 PD1006  ___________________________________________________________________
 PD1006* NAD 83(1996)-  44 35 51.05149(N)    067 24 30.17084(W)     ADJUSTED  
 PD1006* NAVD 88     -                                                        
 PD1006  ___________________________________________________________________
 PD1006  LAPLACE CORR-           4.74  (seconds)                    DEFLEC99
 PD1006  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 PD1006
 PD1006  HORZ ORDER  -  THIRD
 PD1006
 PD1006.The horizontal coordinates were established by classical geodetic methods
 PD1006.and adjusted by the National Geodetic Survey in March 1998..
 PD1006
 PD1006
 PD1006.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1006
 PD1006.The geoid height was determined by GEOID03.
 PD1006
 PD1006;                    North         East     Units Scale Factor Converg.
 PD1006;SPC ME E     -   104,000.308   386,662.583   MT  0.99999233   +0 45 59.4
 PD1006;UTM  19      - 4,939,472.965   626,319.318   MT  0.99979623   +1 07 03.6
 PD1006
 PD1006                          SUPERSEDED SURVEY CONTROL
 PD1006
 PD1006  NAD 83(1992)-  44 35 51.04699(N)    067 24 30.16865(W) AD(       ) 4
 PD1006  NAD 83(1986)-  44 35 51.04283(N)    067 24 30.17122(W) AD(       ) 4
 PD1006  NAD 27      -  44 35 50.76000(N)    067 24 32.22000(W) AD(       ) 3
 PD1006
 PD1006.Superseded values are not recommended for survey control.
 PD1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1006.See file dsdata.txt to determine how the superseded data were derived.
 PD1006
 PD1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK2631939473(NAD 83)
 PD1006
 PD1006  HISTORY     - Date     Condition        Report By
 PD1006  HISTORY     - UNK      MONUMENTED
 PD1006  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD1006
 PD1006                          STATION DESCRIPTION
 PD1006
 PD1006'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD1006'THERE IS NO DESCRIPTION FOR THE STATION.  THE HILL IS COVERED WITH A
 PD1006'DENSE GROWTH OF EVERGREENS.  STATION WAS SEARCHED FOR BY TWO MEN FOR
 PD1006'OVER AN HOUR, BUT NO EVIDENCE OF THE STATION COULD BE FOUND IN THE
 PD1006'PLOTTED POSITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1535 ***********************************************************************
 QF1535  DESIGNATION -  POKESHINE
 QF1535  PID         -  QF1535
 QF1535  STATE/COUNTY-  ME/WASHINGTON
 QF1535  USGS QUAD   -  PRINCETON (1990)
 QF1535
 QF1535                         *CURRENT SURVEY CONTROL
 QF1535  ___________________________________________________________________
 QF1535* NAD 83(1996)-  45 09 55.16992(N)    067 34 34.26292(W)     ADJUSTED  
 QF1535* NAVD 88     -       184.     (meters)     604.     (feet)  SCALED    
 QF1535  ___________________________________________________________________
 QF1535  LAPLACE CORR-           2.22  (seconds)                    DEFLEC99
 QF1535  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 QF1535
 QF1535  HORZ ORDER  -  THIRD
 QF1535
 QF1535.The horizontal coordinates were established by classical geodetic methods
 QF1535.and adjusted by the National Geodetic Survey in March 1998..
 QF1535
 QF1535.The orthometric height was scaled from a topographic map.
 QF1535
 QF1535.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1535
 QF1535.The geoid height was determined by GEOID03.
 QF1535
 QF1535;                    North         East     Units Scale Factor Converg.
 QF1535;SPC ME E     -   166,930.013   372,622.904   MT  0.99996483   +0 39 18.5
 QF1535;UTM  19      - 5,002,302.211   611,895.235   MT  0.99975395   +1 00 35.3
 QF1535
 QF1535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1535!SPC ME E     -   0.99997489  x   0.99996483  =   0.99993972
 QF1535!UTM  19      -   0.99997489  x   0.99975395  =   0.99972885
 QF1535
 QF1535:                Primary Azimuth Mark                     Grid Az
 QF1535:SPC ME E     -  WESLEY FT                                194 40 50.2
 QF1535:UTM  19      -  WESLEY FT                                194 19 33.4
 QF1535
 QF1535|---------------------------------------------------------------------|
 QF1535| PID    Reference Object                     Distance      Geod. Az  |
 QF1535|                                                           dddmmss.s |
 QF1535| PD1091 WESLEY FT                           APPROX.24.7 KM 1952008.7 |
 QF1535|---------------------------------------------------------------------|
 QF1535
 QF1535                          SUPERSEDED SURVEY CONTROL
 QF1535
 QF1535  NAD 83(1992)-  45 09 55.16650(N)    067 34 34.26143(W) AD(       ) 3
 QF1535  NAD 83(1986)-  45 09 55.16656(N)    067 34 34.26646(W) AD(       ) 3
 QF1535  NAD 27      -  45 09 54.90019(N)    067 34 36.27449(W) AD(       ) 3
 QF1535
 QF1535.Superseded values are not recommended for survey control.
 QF1535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1535.See file dsdata.txt to determine how the superseded data were derived.
 QF1535
 QF1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL1189502302(NAD 83)
 QF1535_MARKER: DD = SURVEY DISK
 QF1535_SETTING: 66 = SET IN ROCK OUTCROP
 QF1535_SP_SET: SET IN ROCK OUTCROP
 QF1535_MAGNETIC: N = NO MAGNETIC MATERIAL
 QF1535_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF1535+STABILITY: POSITION/ELEVATION WELL
 QF1535
 QF1535  HISTORY     - Date     Condition        Report By
 QF1535  HISTORY     - 1928     MONUMENTED       USGS
 QF1535
 QF1535                          STATION DESCRIPTION
 QF1535
 QF1535'DESCRIBED BY US GEOLOGICAL SURVEY 1928 (TTR)
 QF1535'LOCATED ON POKAMOONSHINE MOUNTAIN, IN TOWN OF PRINCETON, ABOUT 1.5 MI
 QF1535'N. OF POKAMOONSHINE LAKE.
 QF1535'
 QF1535'TO REACH FROM PRINCETON, TAKE WEST PRINCETON RD. ABOUT 3.0 MI W. TO
 QF1535'RESIDENCE OF I. R. SPRAGUE, AT THIS POINT A TRAIL LEADS TO LOOKOUT
 QF1535'FIRE TOWER 3.5 MI DISTANT.
 QF1535'
 QF1535'STATION MARK-  STANDARD DISK IN GRANITE ROCK PLACED UNDER CENTER
 QF1535'OF FIRE TOWER STAMPED---Y 1928---.
 QF1535'
 QF1535'REFERENCE MARK-  A DRILL HOLE IN LEDGE OUTCROP 28.5 FT DISTANT FROM
 QF1535'DISK, AT NE. CORNER OF WATCHMAN-S CABIN- S 22 DEG W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1534 ***********************************************************************
 QF1534  DESIGNATION -  POKESHINE POLE IN TREE
 QF1534  PID         -  QF1534
 QF1534  STATE/COUNTY-  ME/WASHINGTON
 QF1534  USGS QUAD   -  PRINCETON (1990)
 QF1534
 QF1534                         *CURRENT SURVEY CONTROL
 QF1534  ___________________________________________________________________
 QF1534* NAD 83(1996)-  45 09 56.58290(N)    067 34 33.10238(W)     ADJUSTED  
 QF1534* NAVD 88     -                                                        
 QF1534  ___________________________________________________________________
 QF1534  LAPLACE CORR-           2.21  (seconds)                    DEFLEC99
 QF1534  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 QF1534
 QF1534  HORZ ORDER  -  THIRD
 QF1534
 QF1534.The horizontal coordinates were established by classical geodetic methods
 QF1534.and adjusted by the National Geodetic Survey in March 1998..
 QF1534
 QF1534
 QF1534.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1534
 QF1534.The geoid height was determined by GEOID03.
 QF1534
 QF1534;                    North         East     Units Scale Factor Converg.
 QF1534;SPC ME E     -   166,973.918   372,647.747   MT  0.99996487   +0 39 19.4
 QF1534;UTM  19      - 5,002,346.260   611,919.801   MT  0.99975402   +1 00 36.1
 QF1534
 QF1534                          SUPERSEDED SURVEY CONTROL
 QF1534
 QF1534  NAD 83(1992)-  45 09 56.57848(N)    067 34 33.10048(W) AD(       ) 4
 QF1534  NAD 83(1986)-  45 09 56.58056(N)    067 34 33.10745(W) AD(       ) 4
 QF1534  NAD 27      -  45 09 56.31500(N)    067 34 35.12300(W) AD(       ) 3
 QF1534
 QF1534.Superseded values are not recommended for survey control.
 QF1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1534.See file dsdata.txt to determine how the superseded data were derived.
 QF1534
 QF1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL1192002346(NAD 83)
 QF1534
 QF1534  HISTORY     - Date     Condition        Report By
 QF1534  HISTORY     - UNK      MONUMENTED
 QF1534  HISTORY     - 1935     SEE DESCRIPTION  MEGS
 QF1534
 QF1534                          STATION DESCRIPTION
 QF1534
 QF1534'DESCRIBED BY MAINE GEODETIC SURVEY 1935
 QF1534'STATION IS ON POKESHINE MOUNTAIN, IN THE TOWN OF PRINCETON, ABOUT 2
 QF1534'MILES S OF THE SOUTH PRINCETON ROAD, AND N OF THE SHINING LAKE.  THE
 QF1534'MOUNTAIN IS DIFFICULT OF ASCENT, THERE IS NO TRAIL, AND A
 QF1534'DENSE FOREST GROWTH.  THE SUMMIT IS QUITE FLAT AND COVERED WITH
 QF1534'LARGE FOREST GROWTH OF OAK, BIRCH, MAPLE, AND PINE TREES.  THE
 QF1534'STATION WAS A POLE IN THE TALLEST PINE AND A TRIANGLE CUT IN THE
 QF1534'N SIDE OF THE POLE.
 QF1534'
 QF1534'LOCATED U.S.G.S. STATION ONLY IN 1935.  LOST.  THIS WAS A
 QF1534'U.S.C. AND G.S. STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0727 ***********************************************************************
 PF0727  DESIGNATION -  POL 1 MEDT
 PF0727  PID         -  PF0727
 PF0727  STATE/COUNTY-  ME/ANDROSCOGGIN
 PF0727  USGS QUAD   -  MINOT (1981)
 PF0727
 PF0727                         *CURRENT SURVEY CONTROL
 PF0727  ___________________________________________________________________
 PF0727* NAD 83(1986)-  44 05 19.     (N)    070 19 58.     (W)     SCALED    
 PF0727* NAVD 88     -        75.096  (meters)     246.38   (feet)  ADJUSTED  
 PF0727  ___________________________________________________________________
 PF0727  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 PF0727  DYNAMIC HT  -          75.086 (meters)     246.34  (feet)  COMP
 PF0727  MODELED GRAV-     980,488.6   (mgal)                       NAVD 88
 PF0727  OBS GRAVITY -     980,491.9   (mgal)                       GRAV_OBS
 PF0727
 PF0727  VERT ORDER  -  FIRST     CLASS II
 PF0727
 PF0727.The horizontal coordinates were scaled from a topographic map and have
 PF0727.an estimated accuracy of +/- 6 seconds.
 PF0727
 PF0727.The orthometric height was determined by differential leveling
 PF0727.and adjusted by the National Geodetic Survey in June 1991..
 PF0727
 PF0727.The geoid height was determined by GEOID03.
 PF0727
 PF0727.The dynamic height is computed by dividing the NAVD 88
 PF0727.geopotential number by the normal gravity value computed on the
 PF0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0727.degrees latitude (g = 980.6199 gals.).
 PF0727
 PF0727.The modeled gravity was interpolated from observed gravity values.
 PF0727.The observed gravity was obtained from relative gravimeter ties
 PF0727.to the IGSN71 gravity network.
 PF0727
 PF0727;                    North         East    Units  Estimated Accuracy
 PF0727;SPC ME W     -   139,470.      886,700.      MT  (+/- 180 meters Scaled)
 PF0727
 PF0727                          SUPERSEDED SURVEY CONTROL
 PF0727
 PF0727.No superseded survey control is available for this station.
 PF0727
 PF0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ933825(NAD 83)
 PF0727_MARKER: DD = SURVEY DISK
 PF0727_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PF0727_SP_SET: CONCRETE RETAINING WALL
 PF0727_STAMPING: POL-1 8 4 71
 PF0727_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0727
 PF0727  HISTORY     - Date     Condition        Report By
 PF0727  HISTORY     - 1971     MONUMENTED       MEDT
 PF0727  HISTORY     - 1978     GOOD             NGS
 PF0727
 PF0727                          STATION DESCRIPTION
 PF0727
 PF0727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PF0727'MINOT.
 PF0727'AT MINOT, AT THE JUNCTION OF STATE HIGHWAY 121 AND NORTH BOUND 119,
 PF0727'AT THE EAST CORNER OF CONCRETE HIGHWAY BRIDGE OVER LITTLE ANDROSCOGGIN
 PF0727'RIVER, IN THE TOP OF THE NORTHWEST END OF A CONCRETE RETAINING WALL
 PF0727'ADJOINING THE SOUTHEAST END OF THE NORTHEAST ABUTMENT, 4.6 FT.
 PF0727'SOUTHEAST OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE GUARD RAIL
 PF0727'OF THE BRIDGE, 1.1 FT. NORTHEAST OF THE SOUTHWEST FACE OF THE WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1657 ***********************************************************************
 PE1657  DESIGNATION -  POLAND
 PE1657  PID         -  PE1657
 PE1657  STATE/COUNTY-  ME/SAGADAHOC
 PE1657  USGS QUAD   -  GARDINER (1991)
 PE1657
 PE1657                         *CURRENT SURVEY CONTROL
 PE1657  ___________________________________________________________________
 PE1657* NAD 83(1996)-  44 07 46.05408(N)    069 51 02.70686(W)     ADJUSTED  
 PE1657* NAVD 88     -        65.748  (meters)     215.71   (feet)  ADJUSTED  
 PE1657  ___________________________________________________________________
 PE1657  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 PE1657  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 PE1657  DYNAMIC HT  -          65.741 (meters)     215.69  (feet)  COMP
 PE1657  MODELED GRAV-     980,515.6   (mgal)                       NAVD 88
 PE1657
 PE1657  HORZ ORDER  -  SECOND
 PE1657  VERT ORDER  -  SECOND    CLASS I
 PE1657
 PE1657.The horizontal coordinates were established by classical geodetic methods
 PE1657.and adjusted by the National Geodetic Survey in March 1998..
 PE1657
 PE1657.The orthometric height was determined by differential leveling
 PE1657.and adjusted by the National Geodetic Survey in June 1991..
 PE1657
 PE1657.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1657
 PE1657.The geoid height was determined by GEOID03.
 PE1657
 PE1657.The dynamic height is computed by dividing the NAVD 88
 PE1657.geopotential number by the normal gravity value computed on the
 PE1657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1657.degrees latitude (g = 980.6199 gals.).
 PE1657
 PE1657.The modeled gravity was interpolated from observed gravity values.
 PE1657
 PE1657;                    North         East     Units Scale Factor Converg.
 PE1657;SPC ME W     -   144,046.098   925,282.321   MT  0.99997452   +0 13 11.9
 PE1657;UTM  19      - 4,886,603.620   431,940.128   MT  0.99965697   -0 35 32.6
 PE1657
 PE1657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1657!SPC ME W     -   0.99999375  x   0.99997452  =   0.99996827
 PE1657!UTM  19      -   0.99999375  x   0.99965697  =   0.99965073
 PE1657
 PE1657|---------------------------------------------------------------------|
 PE1657| PID    Reference Object                     Distance      Geod. Az  |
 PE1657|                                                           dddmmss.s |
 PE1657| CE8635 POLAND RM 1                          15.852 METERS 01844     |
 PE1657| PE1405 POLAND RM 2                          13.140 METERS 12638     |
 PE1657| PE1407 POLAND 2                             27.778 METERS 17619     |
 PE1657| CE8634 POLAND AZ MK                                       3030332.4 |
 PE1657|---------------------------------------------------------------------|
 PE1657
 PE1657                          SUPERSEDED SURVEY CONTROL
 PE1657
 PE1657  NAD 83(1992)-  44 07 46.05287(N)    069 51 02.70599(W) AD(       ) 2
 PE1657  NAD 83(1986)-  44 07 46.05816(N)    069 51 02.71089(W) AD(       ) 2
 PE1657  NAD 27      -  44 07 45.79013(N)    069 51 04.53753(W) AD(       ) 2
 PE1657  NGVD 29 (??/??/92)   65.955  (m)          216.39   (f) ADJ UNCH    2 1
 PE1657
 PE1657.Superseded values are not recommended for survey control.
 PE1657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1657.See file dsdata.txt to determine how the superseded data were derived.
 PE1657
 PE1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3194086604(NAD 83)
 PE1657_MARKER: DD = SURVEY DISK
 PE1657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1657_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PE1657
 PE1657  HISTORY     - Date     Condition        Report By
 PE1657  HISTORY     - 1974     MONUMENTED       MEDT
 PE1657
 PE1657                          STATION DESCRIPTION
 PE1657
 PE1657'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974 (RCA)
 PE1657'THE STATION IS LOCATED ON A LOW HILL, 5-1/2 MILES EAST OF
 PE1657'LITCHFIELD CORNERS, 3-3/4 MILES NORTHWEST OF RICHMOND, 1-1/2 MILES
 PE1657'EAST OF U.S. HIGHWAY 201 AND ON PROPERTY OWNED BY MR. DOUGLAS
 PE1657'POLAND.
 PE1657'
 PE1657'TO REACH THE STATION FROM THE POST OFFICE IN GARDINER, GO
 PE1657'SOUTHWEST ON U.S. HIGHWAY 201 FOR 4.45 MILES TO THE JUNCTION OF
 PE1657'INTERSTATE HIGHWAY 95, CONTINUE SOUTHWEST ON U.S. HIGHWAY 201
 PE1657'FOR 2.9 MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO EAST-SOUTHEAST
 PE1657'ON A GRAVELED ROAD FOR 0.95 MILE TO A T-ROAD, TURN RIGHT AND GO
 PE1657'SOUTH-SOUTHWEST ON THE GRAVELED ROAD FOR 0.7 MILE TO A T-ROAD
 PE1657'AND THE STATION ON THE RIGHT AS DESCRIBED.
 PE1657'
 PE1657'THE STATION MARK IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 PE1657'DISK STAMPED POLAND 1974, SET IN TOP OF A 12-INCH CONCRETE
 PE1657'CYLINDER THAT IS FLUSH WITH THE GROUND SURFACE.  THE SUBSURFACE
 PE1657'STATION MARK IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION DISK
 PE1657'SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 40-INCHES BELOW THE
 PE1657'GROUND SURFACE.  THE DISK IS STAMPED POLAND 1974.  IT IS 2.8
 PE1657'FEET EAST OF A WITNESS POST, 84.5 FEET WEST OF A FENCE LINE,
 PE1657'119.0 FEET SOUTHWEST OF A FENCE CORNER, 121.0 FEET NORTH OF
 PE1657'THE CENTER OF THE GRAVELED ROAD AND 168.0 FEET NORTHWEST OF THE
 PE1657'T-ROAD.
 PE1657'
 PE1657'REFERENCE MARK 1 IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 PE1657'DISK STAMPED POLAND NO 1 1974, SET IN TOP OF A 12-INCH CONCRETE
 PE1657'CYLINDER THAT PROJECTS 3-INCHES ABOVE THE GROUND SURFACE.  IT IS
 PE1657'2.2 FEET SOUTH OF A WITNESS POST, 79.0 FEET WEST OF A FENCE LINE
 PE1657'AND ABOUT THE SAME ELEVATION AS THE STATION MARK.
 PE1657'
 PE1657'REFERENCE MARK 2 IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 PE1657'DISK STAMPED POLAND NO 2 1974, SET IN TOP OF A 12-INCH CONCRETE
 PE1657'CYLINDER THAT PROJECTS 4-INCHES ABOVE THE GROUND SURFACE.  IT
 PE1657'2.0 FEET SOUTHWEST OF A WITNESS POST, 45.0 FEET WEST OF A FENCE
 PE1657'LINE AND ABOUT THE SAME ELEVATION AS THE STATION MARK.
 PE1657'
 PE1657'THE AZIMUTH MARK IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 PE1657'DISK STAMPED POLAND AZI MK 1974, SET IN TOP OF A 12-INCH CONCRETE
 PE1657'CYLINDER THAT PROJECTS 3-INCHES ABOVE THE GROUND SURFACE.  IT 1.5
 PE1657'FEET SOUTH OF A WITNESS POST, 6.0 FEET SOUTH OF A FENCE LINE,
 PE1657'20.5 FEET EAST OF A FENCE LINE, 21.0 FEET EAST-SOUTHEAST OF A
 PE1657'FENCE CORNER AND 31.0 FEET WEST OF A 12-INCH TRIANGULAR BLAZED
 PE1657'TREE.
 PE1657'
 PE1657'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST-NORTHWEST ON
 PE1657'THE GRAVELED ROAD FOR 0.35 MILE TO A FIELD ROAD RIGHT, TURN RIGHT
 PE1657'PASSING TO THE LEFT OF AN OLD BARN ON A FIELD ROAD FOR 0.05 MILE
 PE1657'TO A DIM FIELD ROAD RIGHT, TURN RIGHT AND THENCE LEFT ALONG THE
 PE1657'EAST SIDE OF THE FENCE LINE FOR 0.05 MILE TO THE FENCE CORNER
 PE1657'AND THE AZIMUTH MARK AS DESCRIBED.
 PE1657'
 PE1657'NOTE, ALL OBSERVATIONS WERE TAKEN FROM A 77 FOOT TOWER, ECCENTRIC.
 PE1657'
 PE1657'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0772 ***********************************************************************
 RF0772  DESIGNATION -  POLAND
 RF0772  PID         -  RF0772
 RF0772  STATE/COUNTY-  ME/PISCATAQUIS
 RF0772  USGS QUAD   -  ALLAGASH LAKE (1989)
 RF0772
 RF0772                         *CURRENT SURVEY CONTROL
 RF0772  ___________________________________________________________________
 RF0772* NAD 83(1996)-  46 18 11.19537(N)    069 35 19.91336(W)     ADJUSTED  
 RF0772* NAVD 88     -       557.9    (meters)    1830.     (feet)  VERTCON   
 RF0772  ___________________________________________________________________
 RF0772  LAPLACE CORR-           4.65  (seconds)                    DEFLEC99
 RF0772  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 RF0772
 RF0772  HORZ ORDER  -  FIRST
 RF0772
 RF0772.The horizontal coordinates were established by classical geodetic methods
 RF0772.and adjusted by the National Geodetic Survey in March 1998..
 RF0772
 RF0772.The NAVD 88 height was computed by applying the VERTCON shift value to
 RF0772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RF0772
 RF0772.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0772
 RF0772.The geoid height was determined by GEOID03.
 RF0772
 RF0772;                    North         East     Units Scale Factor Converg.
 RF0772;SPC ME E     -   293,538.816   216,123.311   MT  0.99998645   -0 47 14.3
 RF0772;SPC ME W     -   385,722.604   944,511.888   MT  0.99999101   +0 25 03.9
 RF0772;UTM  19      - 5,127,894.456   454,652.493   MT  0.99962528   -0 25 32.7
 RF0772
 RF0772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0772!SPC ME E     -   0.99991647  x   0.99998645  =   0.99990292
 RF0772!SPC ME W     -   0.99991647  x   0.99999101  =   0.99990748
 RF0772!UTM  19      -   0.99991647  x   0.99962528  =   0.99954178
 RF0772
 RF0772|---------------------------------------------------------------------|
 RF0772| PID    Reference Object                     Distance      Geod. Az  |
 RF0772|                                                           dddmmss.s |
 RF0772| DA5552 POLAND RM 1                          15.991 METERS 05453     |
 RF0772| RF0768 SOPER LO                            APPROX.24.9 KM 0740754.0 |
 RF0772| RF0771 ALLAGASH LOOKOUT TOWER              APPROX. 2.0 KM 1275144.1 |
 RF0772| DA5553 POLAND RM 2                          10.730 METERS 28525     |
 RF0772|---------------------------------------------------------------------|
 RF0772
 RF0772                          SUPERSEDED SURVEY CONTROL
 RF0772
 RF0772  NAD 83(1992)-  46 18 11.19585(N)    069 35 19.90005(W) AD(       ) 1
 RF0772  NAD 83(1986)-  46 18 11.20280(N)    069 35 19.91321(W) AD(       ) 1
 RF0772  NAD 27      -  46 18 11.07900(N)    069 35 21.70000(W) AD(       ) 1
 RF0772  NGVD 29 (07/19/86)  558.1    (m)         1831.     (f) VERT ANG       
 RF0772
 RF0772.Superseded values are not recommended for survey control.
 RF0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0772.See file dsdata.txt to determine how the superseded data were derived.
 RF0772
 RF0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM5465227894(NAD 83)
 RF0772_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RF0772_SETTING: 66 = SET IN ROCK OUTCROP
 RF0772
 RF0772  HISTORY     - Date     Condition        Report By
 RF0772  HISTORY     - 1955     MONUMENTED       CGS
 RF0772
 RF0772                          STATION DESCRIPTION
 RF0772
 RF0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 RF0772'THE STATION IS LOCATED AIRLINE, ABOUT 23 MILES SOUTH-SOUTHWEST
 RF0772'OF CLAYTON LAKE, ABOUT 19 MILES NORTH-NORTHWEST OF CHESUNCOOK AND
 RF0772'ABOUT 2 MILES SOUTH-SOUTHWEST OF JOHNSON POND ON THE LOWER AND
 RF0772'EASTERN MOST ONE OF TWO TREE COVERED PEAKS.
 RF0772'
 RF0772'THE STATION IS A STANDARD DISK STAMPED POLAND 1955 SET IN A DRILL
 RF0772'HOLE IN AN OUTCROPPING OF BEDROCK WHICH IS ABOUT FLUSH WITH THE
 RF0772'GROUND.
 RF0772'
 RF0772'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED POLAND NO 1
 RF0772'1955 SET IN A DRILL HOLE IN AN OUTCROPPING OF BEDROCK WHICH IS
 RF0772'ABOUT FLUSH WITH THE GROUND AND IS ABOUT 3 FEET LOWER THAN THE
 RF0772'STATION.
 RF0772'
 RF0772'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED POLAND NO 2
 RF0772'1955 SET IN A DRILL HOLE IN AN OUTCROPPING OF BEDROCK WHICH IS
 RF0772'ABOUT FLUSH WITH THE GROUND AND IS ABOUT 2 FEET LOWER THAN THE
 RF0772'STATION.
 RF0772'
 RF0772'TO REACH THE STATION FROM GREENVILLE, BY FLOAT PLANE, GO NORTH FOR
 RF0772'ABOUT 57 MILES TO JOHNSON POND.  THERE IS A LEANING CEDAR WITH A
 RF0772'TRIANGULAR BLAZE AT THE SOUTH EDGE OF THE POND, AND SOUTHWEST OF
 RF0772'A SMALL ISLAND, FROM THIS POINT PACK SOUTH-SOUTHWESTERLY FOLLOW
 RF0772'THE BLAZED TREES FOR ABOUT 1-1/2 MILES TO A LARGE FIR TREE WITH
 RF0772'A TRIANGULAR BLAZE.  TURN RIGHT AND GO SOUTHWESTERLY, FOLLOWING
 RF0772'THE BLAZED TREES DOWNHILL TO A RAVINE, THEN UPHILL FOR ABOUT
 RF0772'1/2 MILE, FOLLOWING THE BLAZED TREES TO THE TOP OF THE PEAK AND
 RF0772'THE STATION.  THIS IS ABOUT A 2-1/4 HOUR PACK.
 RF0772'
 RF0772'HEIGHT OF LIGHT ABOVE STATION MARK 5.35 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1407 ***********************************************************************
 PE1407  DESIGNATION -  POLAND 2
 PE1407  PID         -  PE1407
 PE1407  STATE/COUNTY-  ME/SAGADAHOC
 PE1407  USGS QUAD   -  GARDINER (1991)
 PE1407
 PE1407                         *CURRENT SURVEY CONTROL
 PE1407  ___________________________________________________________________
 PE1407* NAD 83(1996)-  44 07 45.15595(N)    069 51 02.62668(W)     ADJUSTED  
 PE1407* NAVD 88     -        65.200  (meters)     213.91   (feet)  ADJUSTED  
 PE1407  ___________________________________________________________________
 PE1407  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 PE1407  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 PE1407  DYNAMIC HT  -          65.193 (meters)     213.89  (feet)  COMP
 PE1407  MODELED GRAV-     980,515.6   (mgal)                       NAVD 88
 PE1407
 PE1407  HORZ ORDER  -  SECOND
 PE1407  VERT ORDER  -  SECOND    CLASS I
 PE1407
 PE1407.The horizontal coordinates were established by classical geodetic methods
 PE1407.and adjusted by the National Geodetic Survey in March 1998..
 PE1407
 PE1407.The orthometric height was determined by differential leveling
 PE1407.and adjusted by the National Geodetic Survey in June 1991..
 PE1407
 PE1407.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1407
 PE1407.The geoid height was determined by GEOID03.
 PE1407
 PE1407.The dynamic height is computed by dividing the NAVD 88
 PE1407.geopotential number by the normal gravity value computed on the
 PE1407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1407.degrees latitude (g = 980.6199 gals.).
 PE1407
 PE1407.The modeled gravity was interpolated from observed gravity values.
 PE1407
 PE1407;                    North         East     Units Scale Factor Converg.
 PE1407;SPC ME W     -   144,018.384   925,284.210   MT  0.99997453   +0 13 11.9
 PE1407;UTM  19      - 4,886,575.892   431,941.624   MT  0.99965697   -0 35 32.5
 PE1407
 PE1407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1407!SPC ME W     -   0.99999384  x   0.99997453  =   0.99996837
 PE1407!UTM  19      -   0.99999384  x   0.99965697  =   0.99965081
 PE1407
 PE1407:                Primary Azimuth Mark                     Grid Az
 PE1407:SPC ME W     -  POLAND AZ MK                             305 14 36.7
 PE1407:UTM  19      -  POLAND AZ MK                             306 03 21.1
 PE1407
 PE1407|---------------------------------------------------------------------|
 PE1407| PID    Reference Object                     Distance      Geod. Az  |
 PE1407|                                                           dddmmss.s |
 PE1407| CE8634 POLAND AZ MK                                       3052748.6 |
 PE1407|---------------------------------------------------------------------|
 PE1407
 PE1407                          SUPERSEDED SURVEY CONTROL
 PE1407
 PE1407  NAD 83(1992)-  44 07 45.15475(N)    069 51 02.62581(W) AD(       ) 2
 PE1407  NAD 83(1986)-  44 07 45.16003(N)    069 51 02.63071(W) AD(       ) 2
 PE1407  NAD 27      -  44 07 44.89200(N)    069 51 04.45736(W) AD(       ) 2
 PE1407  NGVD 29 (??/??/92)   65.406  (m)          214.59   (f) ADJ UNCH    2 1
 PE1407
 PE1407.Superseded values are not recommended for survey control.
 PE1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1407.See file dsdata.txt to determine how the superseded data were derived.
 PE1407
 PE1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3194286576(NAD 83)
 PE1407_MARKER: DD = SURVEY DISK
 PE1407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1407_STAMPING: POLAND 2 1974
 PE1407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1407+STABILITY: SURFACE MOTION
 PE1407
 PE1407  HISTORY     - Date     Condition        Report By
 PE1407  HISTORY     - 1974     MONUMENTED       MEDT
 PE1407  HISTORY     - 1986     GOOD             USPSQD
 PE1407
 PE1407                          STATION DESCRIPTION
 PE1407
 PE1407'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 PE1407'9.2 MI SW FROM WEST GARDINER.
 PE1407'ABOUT 9.1 MILES SOUTHWEST ALONG I-95 SOUTHBOUND FROM THE TOLL
 PE1407'GATE IN WEST GARDINER TO THE REED ROAD IN RICHMOND, THENCE 0.15
 PE1407'MILE NORTHWESTERLY ALONG THE REED ROAD TO A GRAVEL ROAD LEADING
 PE1407'NORTHEASTERLY.  A DISK SET FLUSH IN THE TOP OF A CYLINDRICAL
 PE1407'CONCRETE POST 120 FEET NORTHWEST OF THE CENTERLINE OF THE GRAVEL
 PE1407'ROAD, 125 FEET NORTH OF THE CENTERLINE OF THE REED ROAD AND 6
 PE1407'FEET ABOVE THE SURFACE OF THE REED ROAD.  ALSO ABOUT 209 FEET
 PE1407'NORTHEAST OF THE NORTHWEST CORNER OF A 1 1/2 STORY HOUSE ON
 PE1407'SOUTHERLY SIDE OF THE REED ROAD, 100 FEET SOUTH OF A STONE WALL,
 PE1407'84.5 FEET WEST OF A NORTH-SOUTH FENCE AND 2.9 FEET SOUTHEAST OF A
 PE1407'METAL WITNESS POST.
 PE1407
 PE1407                          STATION RECOVERY (1986)
 PE1407
 PE1407'RECOVERY NOTE BY US POWER SQUADRON 1986 (BE)
 PE1407'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1406 ***********************************************************************
 PE1406  DESIGNATION -  POLAND RM 1
 PE1406  PID         -  PE1406
 PE1406  STATE/COUNTY-  ME/SAGADAHOC
 PE1406  USGS QUAD   -  GARDINER (1991)
 PE1406
 PE1406                         *CURRENT SURVEY CONTROL
 PE1406  ___________________________________________________________________
 PE1406* NAD 83(1986)-  44 07 44.     (N)    069 51 02.     (W)     SCALED    
 PE1406* NAVD 88     -        65.027  (meters)     213.34   (feet)  ADJUSTED  
 PE1406  ___________________________________________________________________
 PE1406  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 PE1406  DYNAMIC HT  -          65.020 (meters)     213.32  (feet)  COMP
 PE1406  MODELED GRAV-     980,515.6   (mgal)                       NAVD 88
 PE1406
 PE1406  VERT ORDER  -  SECOND    CLASS I
 PE1406
 PE1406.The horizontal coordinates were scaled from a topographic map and have
 PE1406.an estimated accuracy of +/- 6 seconds.
 PE1406
 PE1406.The orthometric height was determined by differential leveling
 PE1406.and adjusted by the National Geodetic Survey in June 1991..
 PE1406
 PE1406.The geoid height was determined by GEOID03.
 PE1406
 PE1406.The dynamic height is computed by dividing the NAVD 88
 PE1406.geopotential number by the normal gravity value computed on the
 PE1406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1406.degrees latitude (g = 980.6199 gals.).
 PE1406
 PE1406.The modeled gravity was interpolated from observed gravity values.
 PE1406
 PE1406;                    North         East    Units  Estimated Accuracy
 PE1406;SPC ME W     -   143,980.      925,300.      MT  (+/- 180 meters Scaled)
 PE1406
 PE1406                          SUPERSEDED SURVEY CONTROL
 PE1406
 PE1406  NGVD 29 (??/??/92)   65.234  (m)          214.02   (f) ADJ UNCH    2 1
 PE1406
 PE1406.Superseded values are not recommended for survey control.
 PE1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1406.See file dsdata.txt to determine how the superseded data were derived.
 PE1406
 PE1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ319865(NAD 83)
 PE1406_MARKER: DD = SURVEY DISK
 PE1406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1406+STABILITY: SURFACE MOTION
 PE1406
 PE1406  HISTORY     - Date     Condition        Report By
 PE1406  HISTORY     - UNK      MONUMENTED       MEDT
 PE1406  HISTORY     - 1974     GOOD             MEDT
 PE1406
 PE1406                          STATION DESCRIPTION
 PE1406
 PE1406'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 PE1406'9.2 MI SW FROM WEST GARDINER.
 PE1406'ABOUT 9.1 MILES SOUTHWEST ALONG I-95 SOUTHBOUND FROM THE TOLL
 PE1406'GATE IN WEST GARDINER TO THE REED ROAD IN RICHMOND, THENCE 0.15
 PE1406'MILE NORTHWESTERLY ALONG THE REED ROAD TO A GRAVEL ROAD LEADING
 PE1406'NORTHEASTERLY.  A DISK SET FLUSH IN THE TOP OF A CYLINDRICAL
 PE1406'CONCRETE POST, 118 FEET NORTHWEST OF THE CENTERLINE OF THE GRAVEL
 PE1406'ROAD, 178 FEET NORTHEASTERLY OF THE CENTERLINE OF THE REED
 PE1406'ROAD AND ABOUT 4 1/2 FEET ABOVE THE SURFACE OF THE REED ROAD.
 PE1406'ALSO ABOUT 260 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE
 PE1406'1 1/2 STORY HOUSE ON THE SOUTHERLY SIDE OF THE REED ROAD, 49
 PE1406'FEET SOUTH OF A STONEWALL, 79 FEET WEST OF A NORTH-SOUTH FENCE
 PE1406'LINE AND 2.3 FEET SOUTH OF A METAL WITNESS POST AND 52.01 FEET
 PE1406'NORTHEAST OF THE STATION MARK DESCRIBED AND 77.08 FEET NORTH OF
 PE1406'RM-2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1405 ***********************************************************************
 PE1405  DESIGNATION -  POLAND RM 2
 PE1405  PID         -  PE1405
 PE1405  STATE/COUNTY-  ME/SAGADAHOC
 PE1405  USGS QUAD   -  GARDINER (1991)
 PE1405
 PE1405                         *CURRENT SURVEY CONTROL
 PE1405  ___________________________________________________________________
 PE1405* NAD 83(1986)-  44 07 44.     (N)    069 51 02.     (W)     SCALED    
 PE1405* NAVD 88     -        65.572  (meters)     215.13   (feet)  ADJUSTED  
 PE1405  ___________________________________________________________________
 PE1405  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 PE1405  DYNAMIC HT  -          65.566 (meters)     215.11  (feet)  COMP
 PE1405  MODELED GRAV-     980,515.6   (mgal)                       NAVD 88
 PE1405
 PE1405  VERT ORDER  -  SECOND    CLASS I
 PE1405
 PE1405.The horizontal coordinates were scaled from a topographic map and have
 PE1405.an estimated accuracy of +/- 6 seconds.
 PE1405
 PE1405.The orthometric height was determined by differential leveling
 PE1405.and adjusted by the National Geodetic Survey in June 1991..
 PE1405
 PE1405.The geoid height was determined by GEOID03.
 PE1405
 PE1405.The dynamic height is computed by dividing the NAVD 88
 PE1405.geopotential number by the normal gravity value computed on the
 PE1405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1405.degrees latitude (g = 980.6199 gals.).
 PE1405
 PE1405.The modeled gravity was interpolated from observed gravity values.
 PE1405
 PE1405;                    North         East    Units  Estimated Accuracy
 PE1405;SPC ME W     -   143,980.      925,300.      MT  (+/- 180 meters Scaled)
 PE1405
 PE1405                          SUPERSEDED SURVEY CONTROL
 PE1405
 PE1405  NGVD 29 (??/??/92)   65.779  (m)          215.81   (f) ADJ UNCH    2 1
 PE1405
 PE1405.Superseded values are not recommended for survey control.
 PE1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1405.See file dsdata.txt to determine how the superseded data were derived.
 PE1405
 PE1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ319865(NAD 83)
 PE1405_MARKER: DD = SURVEY DISK
 PE1405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1405_STAMPING: POLAND RM 2 1974
 PE1405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1405+STABILITY: SURFACE MOTION
 PE1405
 PE1405  HISTORY     - Date     Condition        Report By
 PE1405  HISTORY     - 1974     MONUMENTED       MEDT
 PE1405
 PE1405                          STATION DESCRIPTION
 PE1405
 PE1405'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 PE1405'9.2 MI SW FROM WEST GARDINER.
 PE1405'ABOUT 9.1 MILES SOUTHWEST ALONG I-95 SOUTHBOUND FROM THE TOLL
 PE1405'GATE IN WEST GARDINER TO THE REED ROAD IN RICHMOND, THENCE 0.15
 PE1405'MILE NORTHWESTERLY ALONG THE REED ROAD TO A GRAVEL ROAD LEADING
 PE1405'NORTHEASTERLY.  A DISK SET FLUSH IN THE TOP OF A CYLINDRICAL
 PE1405'CONCRETE POST PROJECTING 4-INCHES ABOVE GROUND, 80 FEET NORTHWEST
 PE1405'OF THE CENTERLINE OF THE GRAVEL ROAD AND 108 FEET NORTHEAST
 PE1405'OF THE CENTERLINE AND 6 1/2 FEET ABOVE THE SURFACE OF THE REED
 PE1405'ROAD.  ALSO 203 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE
 PE1405'1 1/2 STORY HOUSE ON THE SOUTHERLY SIDE OF REED ROAD, 122 FEET
 PE1405'SOUTH OF A STONE WALL, 45 FEET WEST OF THE N-S FENCE AND 2.0
 PE1405'FEET SOUTHWEST OF A METAL WITNESS POST.  ALSO 43.11 FEET SOUTHEAST
 PE1405'OF STATION MARK DESCRIBED AND 77.08 FEET SOUTH OF RM-1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1083 ***********************************************************************
 PF1083  DESIGNATION -  POLAND SPRING STANDPIPE
 PF1083  PID         -  PF1083
 PF1083  STATE/COUNTY-  ME/ANDROSCOGGIN
 PF1083  USGS QUAD   -  MINOT (1981)
 PF1083
 PF1083                         *CURRENT SURVEY CONTROL
 PF1083  ___________________________________________________________________
 PF1083* NAD 83(1996)-  44 01 29.65597(N)    070 21 34.67407(W)     ADJUSTED  
 PF1083* NAVD 88     -                                                        
 PF1083  ___________________________________________________________________
 PF1083  LAPLACE CORR-           3.73  (seconds)                    DEFLEC99
 PF1083  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 PF1083
 PF1083  HORZ ORDER  -  THIRD
 PF1083
 PF1083.The horizontal coordinates were established by classical geodetic methods
 PF1083.and adjusted by the National Geodetic Survey in March 1998..
 PF1083
 PF1083
 PF1083.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1083
 PF1083.The geoid height was determined by GEOID03.
 PF1083
 PF1083;                    North         East     Units Scale Factor Converg.
 PF1083;SPC ME W     -   132,398.556   884,530.000   MT  0.99996961   -0 08 02.8
 PF1083;UTM  19      - 4,875,537.498   391,037.980   MT  0.99974602   -0 56 42.0
 PF1083
 PF1083                          SUPERSEDED SURVEY CONTROL
 PF1083
 PF1083  NAD 83(1992)-  44 01 29.65482(N)    070 21 34.67413(W) AD(       ) 4
 PF1083  NAD 83(1986)-  44 01 29.66128(N)    070 21 34.67862(W) AD(       ) 4
 PF1083  NAD 27      -  44 01 29.39514(N)    070 21 36.47626(W) AD(       ) 3
 PF1083
 PF1083.Superseded values are not recommended for survey control.
 PF1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1083.See file dsdata.txt to determine how the superseded data were derived.
 PF1083
 PF1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9103875537(NAD 83)
 PF1083
 PF1083  HISTORY     - Date     Condition        Report By
 PF1083  HISTORY     - 1977     MONUMENTED       NGS
 PF1083
 PF1083                          STATION DESCRIPTION
 PF1083
 PF1083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (ALB)
 PF1083'THE STATION IS LOCATED ON RICKER HILL BEHIND THE POLAND SPRING
 PF1083'HOUSE IN THE TOWN OF POLAND.  IT IS OWNED BY THE POLAND SPRING
 PF1083'BOTTLING CORPORATION.  IT IS 100 FEET HIGH, PAINTED BLACK
 PF1083'EXCEPT FOR THE ROOF WHICH IS PAINTED RED AND WHITE.  THE POINT
 PF1083'INTERSECTED WAS THE VENT AT THE TOP.
 PF1083'
 PF1083'DESCRIBED BY GREGORY S. NELSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0518 ***********************************************************************
 SF0518  DESIGNATION -  POLE
 SF0518  PID         -  SF0518
 SF0518  STATE/COUNTY-  ME/AROOSTOOK
 SF0518  USGS QUAD   -  ST JOHN (1985)
 SF0518
 SF0518                         *CURRENT SURVEY CONTROL
 SF0518  ___________________________________________________________________
 SF0518* NAD 83(1996)-  47 11 55.06120(N)    068 50 12.99843(W)     ADJUSTED  
 SF0518* NAVD 88     -       166.8    (meters)     547.     (feet)  VERTCON   
 SF0518  ___________________________________________________________________
 SF0518  LAPLACE CORR-           6.41  (seconds)                    DEFLEC99
 SF0518  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 SF0518
 SF0518  HORZ ORDER  -  SECOND
 SF0518
 SF0518.The horizontal coordinates were established by classical geodetic methods
 SF0518.and adjusted by the National Geodetic Survey in March 1998..
 SF0518
 SF0518.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0518
 SF0518.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0518
 SF0518.The geoid height was determined by GEOID03.
 SF0518
 SF0518;                    North         East     Units Scale Factor Converg.
 SF0518;SPC ME E     -   392,558.830   274,471.078   MT  0.99990801   -0 14 50.0
 SF0518;UTM  19      - 5,227,250.210   512,350.409   MT  0.99960187   +0 07 10.7
 SF0518
 SF0518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0518!SPC ME E     -   0.99997776  x   0.99990801  =   0.99988578
 SF0518!UTM  19      -   0.99997776  x   0.99960187  =   0.99957964
 SF0518
 SF0518|---------------------------------------------------------------------|
 SF0518| PID    Reference Object                     Distance      Geod. Az  |
 SF0518|                                                           dddmmss.s |
 SF0518| SF0536 REFERENCE MON S 107A 77             336.360 METERS 24626     |
 SF0518|---------------------------------------------------------------------|
 SF0518
 SF0518                          SUPERSEDED SURVEY CONTROL
 SF0518
 SF0518  NAD 83(1992)-  47 11 55.05355(N)    068 50 12.99411(W) AD(       ) 2
 SF0518  NAD 83(1986)-  47 11 55.06165(N)    068 50 12.98988(W) AD(       ) 2
 SF0518  NAD 27      -  47 11 54.92388(N)    068 50 14.80390(W) AD(       ) 2
 SF0518  NGVD 29 (07/19/86)  166.9    (m)          548.     (f) VERT ANG       
 SF0518
 SF0518.Superseded values are not recommended for survey control.
 SF0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0518.See file dsdata.txt to determine how the superseded data were derived.
 SF0518
 SF0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN1235027250(NAD 83)
 SF0518_MARKER: DD = SURVEY DISK
 SF0518_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 SF0518+WITH SETTING: INFORMATION.
 SF0518_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0518
 SF0518  HISTORY     - Date     Condition        Report By
 SF0518  HISTORY     - 1977     MONUMENTED       IBC
 SF0518
 SF0518                          STATION DESCRIPTION
 SF0518
 SF0518'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1977 (CRM)
 SF0518'THE STATION IS LOCATED ABOUT 6 KILOMETERS NORTHEAST OF ST. FRANCIS,
 SF0518'MAINE AND ON HIGHWAY RIGHT-OF-WAY.
 SF0518'
 SF0518'TO REACH FROM THE CATHOLIC CHURCH IN ST. FRANCIS, GO NORTHEAST AND
 SF0518'EAST ON STATE HIGHWAY 161 FOR 4.0 MILES TO THE STATION ON THE RIGHT,
 SF0518'SOUTH, SIDE OF THE HIGHWAY.
 SF0518'
 SF0518'THE STATION MARK, STAMPED ---POLE--- IS A BRASS CAP CRIMPED TO A
 SF0518'COPPER-COATED STEEL ROD THAT IS 3 FEET LONG AND DRIVEN FLUSH WITH THE
 SF0518'GROUND.  IT IS 7.3 METERS SOUTH OF THE CENTERLINE OF THE HIGHWAY AND
 SF0518'2.1 METERS NORTH OF A POWER POLE.
 SF0518'
 SF0518'REFERENCE MARKS WERE NOT ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1769 ***********************************************************************
 QF1769  DESIGNATION -  POLE HILL
 QF1769  PID         -  QF1769
 QF1769  STATE/COUNTY-  ME/AROOSTOOK
 QF1769  USGS QUAD   -  NORTH AMITY (1989)
 QF1769
 QF1769                         *CURRENT SURVEY CONTROL
 QF1769  ___________________________________________________________________
 QF1769* NAD 83(1996)-  45 57 17.81969(N)    067 46 57.57662(W)     ADJUSTED  
 QF1769* NAVD 88     -       190.5    (meters)     625.     (feet)  VERTCON   
 QF1769  ___________________________________________________________________
 QF1769  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 QF1769  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 QF1769
 QF1769  HORZ ORDER  -  FIRST
 QF1769
 QF1769.The horizontal coordinates were established by classical geodetic methods
 QF1769.and adjusted by the National Geodetic Survey in March 1998..
 QF1769
 QF1769.The NAVD 88 height was computed by applying the VERTCON shift value to
 QF1769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QF1769
 QF1769.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1769
 QF1769.The geoid height was determined by GEOID03.
 QF1769
 QF1769;                    North         East     Units Scale Factor Converg.
 QF1769;SPC ME E     -   254,517.317   355,606.982   MT  0.99993800   +0 30 56.3
 QF1769;UTM  19      - 5,089,762.550   594,337.684   MT  0.99970941   +0 52 30.3
 QF1769
 QF1769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1769!SPC ME E     -   0.99997383  x   0.99993800  =   0.99991183
 QF1769!UTM  19      -   0.99997383  x   0.99970941  =   0.99968324
 QF1769
 QF1769|---------------------------------------------------------------------|
 QF1769| PID    Reference Object                     Distance      Geod. Az  |
 QF1769|                                                           dddmmss.s |
 QF1769| QF1850 TRANSIT                             167.418 METERS 04155     |
 QF1769| QF1549 KENNEDY RESET                       APPROX. 4.9 KM 1130645.7 |
 QF1769|---------------------------------------------------------------------|
 QF1769
 QF1769                          SUPERSEDED SURVEY CONTROL
 QF1769
 QF1769  NAD 83(1992)-  45 57 17.81730(N)    067 46 57.57535(W) AD(       ) 1
 QF1769  NAD 83(1986)-  45 57 17.82324(N)    067 46 57.59727(W) AD(       ) 1
 QF1769  NAD 27      -  45 57 17.62000(N)    067 46 59.54000(W) AD(       ) 1
 QF1769  NGVD 29 (07/19/86)  190.7    (m)          626.     (f) VERT ANG       
 QF1769
 QF1769.Superseded values are not recommended for survey control.
 QF1769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1769.See file dsdata.txt to determine how the superseded data were derived.
 QF1769
 QF1769_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9433889763(NAD 83)
 QF1769_MARKER: B = BOLT
 QF1769_SETTING: 80 = SET IN A BOULDER
 QF1769_SP_SET: SET IN A DRILL HOLE IN A BOULDER
 QF1769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1769+STABILITY: SURFACE MOTION
 QF1769
 QF1769  HISTORY     - Date     Condition        Report By
 QF1769  HISTORY     - 1889     MONUMENTED       CGS
 QF1769  HISTORY     - 1916     SEE DESCRIPTION  CGS
 QF1769  HISTORY     - 1946     GOOD             IBC
 QF1769  HISTORY     - 1957     SEE DESCRIPTION  CGS
 QF1769
 QF1769                          STATION DESCRIPTION
 QF1769
 QF1769'DESCRIBED BY COAST AND GEODETIC SURVEY 1889 (CHB)
 QF1769'IS IN THE NE PART OF AMITY, AROOSTOOK CO, MAINE, ON SUMMIT OF POLE
 QF1769'HILL, SOME 75 METERS W FROM THE INTERNATIONAL BOUNDARY LINE AT A
 QF1769'POINT ABOUT 3/4 MILE N OF THE INITIAL MT.  ON THE N SIDE OF ROAD
 QF1769'LEADING FROM EEL RIVER, NB TO AMITY POST OFFICE - ON THE FARM OF JOHN
 QF1769'FRIEL AND ABOUT 400 METERS N OF HIS DWELLING HOUSE.
 QF1769'
 QF1769'THE STATION FALLS IN CULTIVATED LAND IN HIGHEST PART OF HILL AND ON A
 QF1769'BOULDER OF GRAY SAND STONE (6 FEET E AND W--3 FEET N AND S AND SOME
 QF1769'2 FEET ABOVE GROUND) AND IS MARKED BY A 3 INCH DRILL HOLE.
 QF1769'
 QF1769'A CIRCULAR WALL OF STONE IS BUILT UP ABOUT 2 FEET HIGH AROUND THIS
 QF1769'BOULDER AND 9 FEET DIAMETER.  BETWEEN BOULDER AND WALL THE SPACE IS
 QF1769'FILLED WITH EARTH, GIVING ROOM FOR THE OBSERVING AND ADDITIONAL
 QF1769'SECURITY TO THE STATION MARK.
 QF1769
 QF1769                          STATION RECOVERY (1916)
 QF1769
 QF1769'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1916 (JLR)
 QF1769'STATION IS IN AMITY TOWNSHIP, ON THE LOW KNOB KNOWN AS POLE
 QF1769'HILL.  IT IS ABOUT 100 METERS W OF THE INTERNATIONAL BOUNDARY
 QF1769'AND ABOUT 0.8 MILE N OF INITIAL MONUMENT AT THE SOURCE OF THE
 QF1769'ST. CROIX RIVER.  THE STATION IS ON THE HIGHEST PART OF THE HILL
 QF1769'ON A GRAY-SANDSTONE BOULDER, THE VISIBLE PART OF WHICH IS 1.8
 QF1769'BY 0.9 METER AND 0.6 METER ABOVE THE GROUND.
 QF1769'
 QF1769'STATION MARK IS A BRONZE DISK LETTERED U.S. AND C.B. SURVEY
 QF1769'SET IN A HOLE DRILLED IN THE BOULDER AND SURROUNDED BY A
 QF1769'TRIANGLE CUT IN THE ROCK.
 QF1769
 QF1769                          STATION RECOVERY (1946)
 QF1769
 QF1769'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF1769'STATION RECOVERED IN GOOD CONDITION.
 QF1769
 QF1769                          STATION RECOVERY (1957)
 QF1769
 QF1769'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 QF1769'STATION WAS RECOVERED AS DESCRIBED.
 QF1769'
 QF1769'THE STATION WAS NOT OCCUPIED ON THIS DATE SO NO DIRECTIONS
 QF1769'OR MEASURMENTS WERE VERIFIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1421 ***********************************************************************
 QG1421  DESIGNATION -  POLLARD
 QG1421  PID         -  QG1421
 QG1421  STATE/COUNTY-  ME/PENOBSCOT
 QG1421  USGS QUAD   -  HOWLAND (1988)
 QG1421
 QG1421                         *CURRENT SURVEY CONTROL
 QG1421  ___________________________________________________________________
 QG1421* NAD 83(1996)-  45 11 38.51945(N)    068 40 53.63909(W)     ADJUSTED  
 QG1421* NAVD 88     -        73.2    (meters)     240.     (feet)  VERTCON   
 QG1421  ___________________________________________________________________
 QG1421  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 QG1421  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 QG1421
 QG1421  HORZ ORDER  -  SECOND
 QG1421
 QG1421.The horizontal coordinates were established by classical geodetic methods
 QG1421.and adjusted by the National Geodetic Survey in March 1998..
 QG1421
 QG1421.The NAVD 88 height was computed by applying the VERTCON shift value to
 QG1421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QG1421
 QG1421.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1421
 QG1421.The geoid height was determined by GEOID03.
 QG1421
 QG1421;                    North         East     Units Scale Factor Converg.
 QG1421;SPC ME E     -   169,721.023   285,733.891   MT  0.99990250   -0 07 43.8
 QG1421;UTM  19      - 5,004,554.710   525,012.585   MT  0.99960769   +0 13 33.3
 QG1421
 QG1421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1421!SPC ME E     -   0.99999237  x   0.99990250  =   0.99989487
 QG1421!UTM  19      -   0.99999237  x   0.99960769  =   0.99960006
 QG1421
 QG1421:                Primary Azimuth Mark                     Grid Az
 QG1421:SPC ME E     -  HOWLAND                                  002 25 47.5
 QG1421:UTM  19      -  HOWLAND                                  002 04 30.4
 QG1421
 QG1421|---------------------------------------------------------------------|
 QG1421| PID    Reference Object                     Distance      Geod. Az  |
 QG1421|                                                           dddmmss.s |
 QG1421| QG0465 HOWLAND                             APPROX. 4.6 KM 0021803.7 |
 QG1421| CE9456 POLLARD RM 1                         20.017 METERS 01648     |
 QG1421| CE9457 POLLARD RM 2                         20.362 METERS 12744     |
 QG1421| CE9455 POLLARD AZ MK                                      1373208.3 |
 QG1421|---------------------------------------------------------------------|
 QG1421
 QG1421                          SUPERSEDED SURVEY CONTROL
 QG1421
 QG1421  NAD 83(1992)-  45 11 38.51870(N)    068 40 53.63730(W) AD(       ) 2
 QG1421  NAD 83(1986)-  45 11 38.52437(N)    068 40 53.64250(W) AD(       ) 2
 QG1421  NAD 27      -  45 11 38.31400(N)    068 40 55.52640(W) AD(       ) 2
 QG1421  NGVD 29 (07/19/86)   73.4    (m)          241.     (f) VERT ANG       
 QG1421
 QG1421.Superseded values are not recommended for survey control.
 QG1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1421.See file dsdata.txt to determine how the superseded data were derived.
 QG1421
 QG1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL2501304555(NAD 83)
 QG1421_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QG1421_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 QG1421_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 QG1421
 QG1421  HISTORY     - Date     Condition        Report By
 QG1421  HISTORY     - 1958     MONUMENTED       CGS
 QG1421  HISTORY     - 1981     MARK NOT FOUND   MEDT
 QG1421
 QG1421                          STATION DESCRIPTION
 QG1421
 QG1421'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 QG1421'STATION IS LOCATED ABOUT 3-1/2 MILES SOUTH OF HOWLAND AND ABOUT
 QG1421'2-1/2 MILES WEST OF THE PENOBSCOT RIVER ON A HIGH HILL IN
 QG1421'HEAVILY TIMBERED AREA.  STATION IS 19 FEET SOUTH OF A TRIANGLE
 QG1421'BLAZED TREE, 17 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF
 QG1421'WOODS ROAD, 16 FEET SOUTHEAST OF A TRIANGLE BLAZED TREE AND 6
 QG1421'FEET NORTHWEST OF WITNESS MARKER.  THE MARK PROJECTS ABOUT 6
 QG1421'INCHES AND THE DISK IS STAMPED POLLARD 1958.
 QG1421'
 QG1421'REFERENCE MARK NO. 1 IS 40 FEET NORTHEAST OF THE APPROXIMATE
 QG1421'CENTER OF WOODS ROAD AND AT THE NORTHEAST END OF A CLEARED
 QG1421'LINE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 QG1421'POLLARD NO 1 1958.
 QG1421'
 QG1421'REFERENCE MARK NO. 2 IS 9 FEET NORTHEAST OF THE APPROXIMATE
 QG1421'CENTER OF WOODS ROAD.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 QG1421'DISK IS STAMPED POLLARD NO 2 1958.
 QG1421'
 QG1421'AZIMUTH MARK IS 12 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF
 QG1421'WOODS ROAD AND 2 FEET NORTHWEST OF METAL WITNESS POST.  THE
 QG1421'MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED POLLARD 1958.
 QG1421'
 QG1421'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 116 AND
 QG1421'155 AT THE WEST END OF THE BRIDGE OVER THE PENOBSCOT RIVER IN
 QG1421'HOWLAND, GO SOUTH ON STATE HIGHWAY 116 FOR 2.2 MILES TO A WOODS
 QG1421'ROAD RIGHT AND END OF TRUCK TRAVEL FOR 2 WHEEL DRIVE.  THIS IS
 QG1421'0.15 MILE NORTH OF THE HOME OF MR. W.L. HARRIMAN.  TURN RIGHT
 QG1421'ON WOODS ROAD AND GO ABOUT 100 YARDS TO FORKS.  TAKE RIGHT FORK
 QG1421'AND GO NORTHWEST CROSSING DIAGONAL CROSSROADS FOR 0.05
 QG1421'MILE.  BEAR LEFT ON WOODS ROAD AND GO EASTERLY ON MAIN WOODS
 QG1421'ROAD FOR 1.2 MILES TO A SIDE ROAD LEFT.  THE MAIN ROAD WHICH
 QG1421'CONTINUES STRAIGHT AHEAD IS IMPASSABLE IN WET WEATHER.  TURN
 QG1421'LEFT AND GO 0.4 MILE TO FORKS.  KEEP RIGHT FORK FOR 0.4
 QG1421'MILE TO A T INTERSECTION WHICH IS THE MAIN ROAD.  TURN LEFT
 QG1421'AND GO 0.25 MILE TO SMALL CLEARING AND TWO TAR PAPER SHACKS.
 QG1421'CONTINUE ON MAIN WOODS ROAD FOR 0.4 MILE TO A LOG BRIDGE.
 QG1421'CONTINUE FOR 0.3 MILE TO WHERE MAIN ROAD TURNS LEFT AND DIM
 QG1421'ROAD CONTINUES STRAIGHT AHEAD.  TURN LEFT AND GO 0.05
 QG1421'MILE TO FORKS.  TAKE LEFT FORK AND GO SOUTH AND EASTERLY
 QG1421'FOR 0.15 MILE TO SIDE ROAD LEFT.  CONTINUE STRAIGHT AHEAD FOR
 QG1421'0.1 MILE TO FORKS.  TAKE RIGHT FORK AND GO SOUTHERLY AND
 QG1421'THEN WESTERLY FOR 0.15 MILE TO AZIMUTH MARK ON THE LEFT AS
 QG1421'DESCRIBED.  CONTINUE FOR 0.05 MILE TO STATION ON THE LEFT AS
 QG1421'DESCRIBED.  A 4 WHEEL DRIVE VEHICLE IS NECESSARY TO DRIVE TO
 QG1421'STATION FROM POINT WHERE DESCRIPTION LEAVES STATE HIGHWAY
 QG1421'116.
 QG1421'
 QG1421'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 QG1421
 QG1421                          STATION RECOVERY (1981)
 QG1421
 QG1421'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1981 (BJR)
 QG1421'POLLARD - 1958 DESTROYED.
 QG1421'
 QG1421'POLLARD NO. 1 - 1958 SEARCHED FOR, NOT FOUND (DESTROYED).
 QG1421'
 QG1421'POLLARD NO. 2 - 1958 SEARCHED FOR, NOT FOUND (DESTROYED).
 QG1421'
 QG1421'AZ POLLARD - 1958 RECOVERED GOOD.
 QG1421'
 QG1421'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3.5 MI. SOUTH OF
 QG1421'HOWLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1117 ***********************************************************************
 PD1117  DESIGNATION -  POMP RESET
 PD1117  PID         -  PD1117
 PD1117  STATE/COUNTY-  ME/WASHINGTON
 PD1117  USGS QUAD   -  ADDISON (1975)
 PD1117
 PD1117                         *CURRENT SURVEY CONTROL
 PD1117  ___________________________________________________________________
 PD1117* NAD 83(1996)-  44 31 00.62037(N)    067 38 41.94829(W)     ADJUSTED  
 PD1117* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 PD1117  ___________________________________________________________________
 PD1117  LAPLACE CORR-           2.44  (seconds)                    DEFLEC99
 PD1117  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 PD1117
 PD1117  HORZ ORDER  -  THIRD
 PD1117
 PD1117.The horizontal coordinates were established by classical geodetic methods
 PD1117.and adjusted by the National Geodetic Survey in March 1998..
 PD1117
 PD1117.The orthometric height was scaled from a topographic map.
 PD1117
 PD1117.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1117
 PD1117.The geoid height was determined by GEOID03.
 PD1117
 PD1117;                    North         East     Units Scale Factor Converg.
 PD1117;SPC ME E     -    94,812.231   367,972.592   MT  0.99995680   +0 35 58.2
 PD1117;UTM  19      - 4,930,172.507   607,689.770   MT  0.99974262   +0 57 00.4
 PD1117
 PD1117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD1117!SPC ME E     -   1.00000287  x   0.99995680  =   0.99995967
 PD1117!UTM  19      -   1.00000287  x   0.99974262  =   0.99974549
 PD1117
 PD1117:                Primary Azimuth Mark                     Grid Az
 PD1117:SPC ME E     -  NORTON RESET                             045 01 12.1
 PD1117:UTM  19      -  NORTON RESET                             044 40 09.9
 PD1117
 PD1117|---------------------------------------------------------------------|
 PD1117| PID    Reference Object                     Distance      Geod. Az  |
 PD1117|                                                           dddmmss.s |
 PD1117| PD1111 NORTON RESET                        APPROX. 3.0 KM 0453710.3 |
 PD1117| PD1109 WEST JONESPORT UNION CHURCH         APPROX. 2.3 KM 0552103.5 |
 PD1117| PD1104 SAWYERS COVE CHURCH SPIRE           APPROX. 4.3 KM 0654116.8 |
 PD1117| PD1102 KELLEY SCHOOL CUPOLA FLAGSTAFF      APPROX. 5.5 KM 0714704.6 |
 PD1117| PD1116 BEALS SCHOOL CUPOLA                 APPROX. 2.5 KM 0813539.7 |
 PD1117| PD1115 BEALS NORTH CHURCH SPIRE            APPROX. 2.5 KM 0835420.5 |
 PD1117| PD1112 BEALS SOUTH CHURCH SPIRE            APPROX. 2.5 KM 0903947.6 |
 PD1117| PD1127 POMPS LEDGE BEACON                  APPROX. 1.4 KM 2111106.2 |
 PD1117| CE8636 POMP RM 1                            11.210 METERS 23333     |
 PD1117| PD1121 FESSENDENS LEDGE BEACON             APPROX. 1.7 KM 2752309.9 |
 PD1117| CE8637 POMP RM 2                            12.130 METERS 29926     |
 PD1117|---------------------------------------------------------------------|
 PD1117
 PD1117                          SUPERSEDED SURVEY CONTROL
 PD1117
 PD1117  NAD 83(1992)-  44 31 00.61625(N)    067 38 41.94775(W) AD(       ) 3
 PD1117  NAD 83(1986)-  44 31 00.61217(N)    067 38 41.95101(W) AD(       ) 3
 PD1117  NAD 27      -  44 31 00.32600(N)    067 38 43.97500(W) AD(       ) 3
 PD1117
 PD1117.Superseded values are not recommended for survey control.
 PD1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1117.See file dsdata.txt to determine how the superseded data were derived.
 PD1117
 PD1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK0769030173(NAD 83)
 PD1117
 PD1117  HISTORY     - Date     Condition        Report By
 PD1117  HISTORY     - 1913     MONUMENTED       CGS
 PD1117  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PD1117  HISTORY     - 1945     SEE DESCRIPTION  CGS
 PD1117  HISTORY     - 1962     SEE DESCRIPTION  CGS
 PD1117
 PD1117                          STATION DESCRIPTION
 PD1117
 PD1117'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (OBF)
 PD1117'STATION IS ON THE N END OF POMPS ISLAND, WHICH LIES S OF
 PD1117'MOOSE-A-BEC REACH ADJACENT TO NORTONS ISLAND, AND ABOUT 2 MILES
 PD1117'SW OF JONESPORT.  THE STATION IS ON THE HIGHEST POINT OF A
 PD1117'ROUNDED LEDGE WHICH LIES BETWEEN TWO SLIGHTLY HIGHER LEDGES
 PD1117'WHICH ARE ABOUT 15 METERS APART.  A CLUMP OF TREES ON THE N END
 PD1117'OF THE ISLAND PREVENTED THE SELECTION OF EITHER OF THE HIGHER
 PD1117'LEDGES.  THE STATION IS A DRILL HOLE SURROUNDED BY A TRIANGLE
 PD1117'CUT IN THE ROCK.
 PD1117
 PD1117                          STATION RECOVERY (1934)
 PD1117
 PD1117'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PD1117'THE STATION WAS RECOVERED AS DESCRIBED.  IT IS ON THE N END OF
 PD1117'POND ISLAND WHICH LIES S OF THE W END OF MOOSE-A-BEC REACH,
 PD1117'ABOUT 2 MILES SW OF JONESPORT.  THE STATION IS ON THE HIGHEST
 PD1117'POINT OF A ROUNDED LEDGE WHICH LIES BETWEEN TWO SLIGHTLY HIGHER
 PD1117'LEDGES ABOUT 15 METERS APART AND IS ABOUT 30 METERS S OF THE
 PD1117'CLUMP OF TREES ON THE POINT AND IS ABOUT 50 METERS FROM
 PD1117'HIGH-WATER LINE.
 PD1117'
 PD1117'THE STATION WAS MARKED BY A DRILL HOLE SURROUNDED BY A
 PD1117'TRIANGLE CUT IN THE ROCK AND WAS THEN RE-MARKED BY A STANDARD
 PD1117'DISK WEDGED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 PD1117'
 PD1117'TWO REFERENCE MARKS, STANDARD BRONZE DISKS WEDGED IN DRILL HOLES
 PD1117'IN OUTCROPPING BEDROCK, WERE ESTABLISHED.
 PD1117'
 PD1117'THE LEDGE CONTAINING THE REFERENCE MARKS ARE BARELY SHOWING,
 PD1117'SURROUNDED BY GRASS.
 PD1117'
 PD1117'THE STATION CAN BE OCCUPIED FROM THE GROUND.
 PD1117
 PD1117                          STATION RECOVERY (1945)
 PD1117
 PD1117'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (FLP)
 PD1117'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION AS
 PD1117'DESCRIBED.  DISTANCES TO REFERENCE MARK MEASURED AND CHECKED.
 PD1117
 PD1117                          STATION RECOVERY (1962)
 PD1117
 PD1117'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WFD)
 PD1117'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED, EXCEPT THAT
 PD1117'PINE TREES HAVE GROWN UP AROUND STATION OBSCURING IT IN ALL
 PD1117'DIRECTIONS.
 PD1117'
 PD1117'TO REACH STATION, PROCEED BY BOAT TO NORTH END OF ISLAND.  FROM
 PD1117'EXTREME N POINT, GO SOUTHWARD ALONG WEST SHORELINE
 PD1117'150 FT PLUS OR MINUS
 PD1117'WHERE AN OVERGROWN PATH PROCEEDS EASTWARD FOR ABOUT 150 FT PLUS
 PD1117'OR MINUS TO TOP OF LEDGE ON RISE OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1127 ***********************************************************************
 PD1127  DESIGNATION -  POMPS LEDGE BEACON
 PD1127  PID         -  PD1127
 PD1127  STATE/COUNTY-  ME/WASHINGTON
 PD1127  USGS QUAD   -  ADDISON (1975)
 PD1127
 PD1127                         *CURRENT SURVEY CONTROL
 PD1127  ___________________________________________________________________
 PD1127* NAD 83(1996)-  44 30 20.80631(N)    067 39 15.62131(W)     ADJUSTED  
 PD1127* NAVD 88     -                                                        
 PD1127  ___________________________________________________________________
 PD1127  LAPLACE CORR-           2.43  (seconds)                    DEFLEC99
 PD1127  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 PD1127
 PD1127  HORZ ORDER  -  THIRD
 PD1127
 PD1127.The horizontal coordinates were established by classical geodetic methods
 PD1127.and adjusted by the National Geodetic Survey in March 1998..
 PD1127
 PD1127
 PD1127.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1127
 PD1127.The geoid height was determined by GEOID03.
 PD1127
 PD1127;                    North         East     Units Scale Factor Converg.
 PD1127;SPC ME E     -    93,575.661   367,241.706   MT  0.99995559   +0 35 34.1
 PD1127;UTM  19      - 4,928,931.755   606,966.619   MT  0.99974071   +0 56 36.1
 PD1127
 PD1127                          SUPERSEDED SURVEY CONTROL
 PD1127
 PD1127  NAD 83(1992)-  44 30 20.80217(N)    067 39 15.62091(W) AD(       ) 4
 PD1127  NAD 83(1986)-  44 30 20.79817(N)    067 39 15.62419(W) AD(       ) 4
 PD1127  NAD 27      -  44 30 20.51600(N)    067 39 17.64500(W) AD(       ) 3
 PD1127
 PD1127.Superseded values are not recommended for survey control.
 PD1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1127.See file dsdata.txt to determine how the superseded data were derived.
 PD1127
 PD1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK0696728932(NAD 83)
 PD1127
 PD1127  HISTORY     - Date     Condition        Report By
 PD1127  HISTORY     - UNK      MONUMENTED
 PD1127  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PD1127  HISTORY     - 1945     SEE DESCRIPTION  CGS
 PD1127
 PD1127                          STATION DESCRIPTION
 PD1127
 PD1127'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PD1127'THIS INTERSECTION STATION IS A RED CASK BEACON ON A ROCK ABOUT 1/2
 PD1127'MILE SW OF POMP ISLAND WHICH LIES IN WESTERN BAY AT THE WESTERN
 PD1127'ENTRANCE TO MOOSE-A-BEC REACH.
 PD1127
 PD1127                          STATION RECOVERY (1945)
 PD1127
 PD1127'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (FLP)
 PD1127'STATION RECOVERED IN GOOD CONDITION.  PRESENT DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1856 ***********************************************************************
 PE1856  DESIGNATION -  POND 1944
 PE1856  PID         -  PE1856
 PE1856  STATE/COUNTY-  ME/HANCOCK
 PE1856  USGS QUAD   -  SWANS ISLAND (1983)
 PE1856
 PE1856                         *CURRENT SURVEY CONTROL
 PE1856  ___________________________________________________________________
 PE1856* NAD 83(1996)-  44 13 43.96225(N)    068 28 15.16929(W)     ADJUSTED  
 PE1856* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 PE1856  ___________________________________________________________________
 PE1856  LAPLACE CORR-           5.32  (seconds)                    DEFLEC99
 PE1856  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 PE1856
 PE1856  HORZ ORDER  -  THIRD
 PE1856
 PE1856.The horizontal coordinates were established by classical geodetic methods
 PE1856.and adjusted by the National Geodetic Survey in March 1998..
 PE1856
 PE1856.The orthometric height was scaled from a topographic map.
 PE1856
 PE1856.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1856
 PE1856.The geoid height was determined by GEOID03.
 PE1856
 PE1856;                    North         East     Units Scale Factor Converg.
 PE1856;SPC ME E     -    62,462.199   302,326.346   MT  0.99990007   +0 01 13.1
 PE1856;UTM  19      - 4,897,430.479   542,258.296   MT  0.99962196   +0 22 08.7
 PE1856
 PE1856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1856!SPC ME E     -   1.00000293  x   0.99990007  =   0.99990300
 PE1856!UTM  19      -   1.00000293  x   0.99962196  =   0.99962489
 PE1856
 PE1856:                Primary Azimuth Mark                     Grid Az
 PE1856:SPC ME E     -  SHIP AND BARGE BEACON                    096 16 45.8
 PE1856:UTM  19      -  SHIP AND BARGE BEACON                    095 55 50.2
 PE1856
 PE1856|---------------------------------------------------------------------|
 PE1856| PID    Reference Object                     Distance      Geod. Az  |
 PE1856|                                                           dddmmss.s |
 PE1856| PE1849 SHIP AND BARGE BEACON               APPROX. 3.2 KM 0961758.9 |
 PE1856| PE1857 SWAN ISLAND CHURCH SPIRE            APPROX. 7.8 KM 1435453.7 |
 PE1856| PE1861 BLUE HILL BAY FLYE IS LH            APPROX. 3.1 KM 3154033.0 |
 PE1856|---------------------------------------------------------------------|
 PE1856
 PE1856                          SUPERSEDED SURVEY CONTROL
 PE1856
 PE1856  NAD 83(1992)-  44 13 43.96908(N)    068 28 15.15549(W) AD(       ) 3
 PE1856  NAD 83(1986)-  44 13 43.97031(N)    068 28 15.16004(W) AD(       ) 3
 PE1856  NAD 27      -  44 13 43.68400(N)    068 28 17.09000(W) AD(       ) 3
 PE1856
 PE1856.Superseded values are not recommended for survey control.
 PE1856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1856.See file dsdata.txt to determine how the superseded data were derived.
 PE1856
 PE1856_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ4225897430(NAD 83)
 PE1856
 PE1856  HISTORY     - Date     Condition        Report By
 PE1856  HISTORY     - 1944     MONUMENTED       CGS
 PE1856
 PE1856                          STATION DESCRIPTION
 PE1856
 PE1856'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1856'STATION IS LOCATED ON THE NORTHEAST POINT OF POND ISLAND IN
 PE1856'SOUTHERN BLUE HILL BAY, ABOUT 90 METERS SOUTHEAST OF MOST
 PE1856'NORTHERLY POINT, IS SET SO BLUE HILL BAY LH CAN BE SEEN PAST THE
 PE1856'NE TIP OF LAMP ISLAND, AND IS ABOUT 18 METERS NORTH OF TREE
 PE1856'LINE, 12 METERS NORTHEAST OF MEAN HIGH WATER LINE.  MARK IS A
 PE1856'STANDARD TOPOGRAPHIC DISC STAMPED POND 1944.
 PE1856'
 PE1856'APPROXIMATE ELEVATION ABOVE HIGH WATER MARK 3 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0486 ***********************************************************************
 OB0486  DESIGNATION -  POND IS
 OB0486  PID         -  OB0486
 OB0486  STATE/COUNTY-  ME/CUMBERLAND
 OB0486  USGS QUAD   -  BAILEY ISLAND (1990)
 OB0486
 OB0486                         *CURRENT SURVEY CONTROL
 OB0486  ___________________________________________________________________
 OB0486* NAD 83(1996)-  43 44 02.86793(N)    069 58 17.31821(W)     ADJUSTED  
 OB0486* NAVD 88     -                                                        
 OB0486  ___________________________________________________________________
 OB0486  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 OB0486  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 OB0486
 OB0486  HORZ ORDER  -  THIRD
 OB0486
 OB0486.The horizontal coordinates were established by classical geodetic methods
 OB0486.and adjusted by the National Geodetic Survey in March 1998..
 OB0486
 OB0486
 OB0486.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0486
 OB0486.The geoid height was determined by GEOID03.
 OB0486
 OB0486;                    North         East     Units Scale Factor Converg.
 OB0486;SPC ME W     -   100,092.128   915,724.614   MT  0.99996971   +0 08 05.8
 OB0486;UTM  19      - 4,842,802.470   421,765.538   MT  0.99967528   -0 40 17.9
 OB0486
 OB0486                          SUPERSEDED SURVEY CONTROL
 OB0486
 OB0486  NAD 83(1992)-  43 44 02.86575(N)    069 58 17.31801(W) AD(       ) 4
 OB0486  NAD 83(1986)-  43 44 02.87164(N)    069 58 17.32349(W) AD(       ) 4
 OB0486  NAD 27      -  43 44 02.56000(N)    069 58 19.15000(W) AD(       ) 3
 OB0486
 OB0486.Superseded values are not recommended for survey control.
 OB0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0486.See file dsdata.txt to determine how the superseded data were derived.
 OB0486
 OB0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ2176642802(NAD 83)
 OB0486
 OB0486  HISTORY     - Date     Condition        Report By
 OB0486  HISTORY     - UNK      MONUMENTED
 OB0486  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OB0486  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0486
 OB0486                          STATION DESCRIPTION
 OB0486
 OB0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OB0486'STATION LOST.  NOT PREVIOUSLY DESCRIBED, NO SIGN OF MARKING FOUND.
 OB0486
 OB0486                          STATION RECOVERY (1942)
 OB0486
 OB0486'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OB0486'THERE IS NO DESCRIPTION FOR THIS STATION.  A SEARCH FOR ANY SIGN
 OB0486'OF A MARKING WAS MADE IN THE NEAR VICINITY OF TRIANGULATION
 OB0486'STATION WILL 1933 AFTER COMPARING THE TWO POSITIONS OF THE STATIONS
 OB0486'AND MAKING ALLOWANCE FOR DATUM CHANGE.  COULD NOT FIND ANY
 OB0486'MARKING OF ANY KIND (PARTICULARLY LOOKED FOR DRILL HOLE) AND
 OB0486'STATION MAY HAVE BEEN UNMARKED.
 OB0486'
 OB0486'STATION IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0467 ***********************************************************************
 OB0467  DESIGNATION -  POND ISLAND BELLHOUSE
 OB0467  PID         -  OB0467
 OB0467  STATE/COUNTY-  ME/SAGADAHOC
 OB0467  USGS QUAD   -  SMALL POINT (1957)
 OB0467
 OB0467                         *CURRENT SURVEY CONTROL
 OB0467  ___________________________________________________________________
 OB0467* NAD 83(1996)-  43 44 20.73861(N)    069 46 12.74990(W)     ADJUSTED  
 OB0467* NAVD 88     -                                                        
 OB0467  ___________________________________________________________________
 OB0467  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 OB0467  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 OB0467
 OB0467  HORZ ORDER  -  THIRD
 OB0467
 OB0467.The horizontal coordinates were established by classical geodetic methods
 OB0467.and adjusted by the National Geodetic Survey in March 1998..
 OB0467
 OB0467
 OB0467.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0467
 OB0467.The geoid height was determined by GEOID03.
 OB0467
 OB0467;                    North         East     Units Scale Factor Converg.
 OB0467;SPC ME W     -   100,701.529   931,936.376   MT  0.99997921   +0 16 26.8
 OB0467;UTM  19      - 4,843,183.474   437,979.193   MT  0.99964731   -0 31 57.1
 OB0467
 OB0467                          SUPERSEDED SURVEY CONTROL
 OB0467
 OB0467  NAD 83(1992)-  43 44 20.73579(N)    069 46 12.74795(W) AD(       ) 4
 OB0467  NAD 83(1986)-  43 44 20.74147(N)    069 46 12.75363(W) AD(       ) 4
 OB0467  NAD 27      -  43 44 20.44000(N)    069 46 14.60000(W) AD(       ) 3
 OB0467
 OB0467.Superseded values are not recommended for survey control.
 OB0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0467.See file dsdata.txt to determine how the superseded data were derived.
 OB0467
 OB0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3797943183(NAD 83)
 OB0467
 OB0467  HISTORY     - Date     Condition        Report By
 OB0467  HISTORY     - 1855     MONUMENTED       COASUR
 OB0467  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0467
 OB0467                          STATION DESCRIPTION
 OB0467
 OB0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (HOF)
 OB0467'BELL IS MARKED 1888 AND SETS OUT BY ITSELF ON A LITTLE
 OB0467'BUILDING.  THE ORIGINAL STATION IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1060 ***********************************************************************
 PD1060  DESIGNATION -  POND ISLAND HOUSE CUPOLA FLAG
 PD1060  PID         -  PD1060
 PD1060  STATE/COUNTY-  ME/WASHINGTON
 PD1060  USGS QUAD   -  BOIS BUBERT (1950)
 PD1060
 PD1060                         *CURRENT SURVEY CONTROL
 PD1060  ___________________________________________________________________
 PD1060* NAD 83(1996)-  44 27 44.73800(N)    067 50 16.15176(W)     ADJUSTED  
 PD1060* NAVD 88     -                                                        
 PD1060  ___________________________________________________________________
 PD1060  LAPLACE CORR-           4.71  (seconds)                    DEFLEC99
 PD1060  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 PD1060
 PD1060  HORZ ORDER  -  THIRD
 PD1060
 PD1060.The horizontal coordinates were established by classical geodetic methods
 PD1060.and adjusted by the National Geodetic Survey in March 1998..
 PD1060
 PD1060
 PD1060.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1060
 PD1060.The geoid height was determined by GEOID03.
 PD1060
 PD1060;                    North         East     Units Scale Factor Converg.
 PD1060;SPC ME E     -    88,624.179   352,691.455   MT  0.99993413   +0 27 49.8
 PD1060;UTM  19      - 4,923,892.497   592,450.145   MT  0.99970511   +0 48 50.7
 PD1060
 PD1060                          SUPERSEDED SURVEY CONTROL
 PD1060
 PD1060  NAD 83(1992)-  44 27 44.73480(N)    067 50 16.15297(W) AD(       ) 4
 PD1060  NAD 83(1986)-  44 27 44.73149(N)    067 50 16.15693(W) AD(       ) 4
 PD1060  NAD 27      -  44 27 44.45500(N)    067 50 18.14700(W) AD(       ) 3
 PD1060
 PD1060.Superseded values are not recommended for survey control.
 PD1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1060.See file dsdata.txt to determine how the superseded data were derived.
 PD1060
 PD1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK9245023892(NAD 83)
 PD1060
 PD1060  HISTORY     - Date     Condition        Report By
 PD1060  HISTORY     - 1913     MONUMENTED       CGS
 PD1060  HISTORY     - 1945     SEE DESCRIPTION  CGS
 PD1060
 PD1060                          STATION DESCRIPTION
 PD1060
 PD1060'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (OBF)
 PD1060'THE FLAGSTAFF ON THE TOP OF THE CUPOLA ON A LARGE HOUSE NEAR THE
 PD1060'N END OF POND ISLAND ABOUT 1/2 MILE FROM NARRAGAUGUS
 PD1060'LIGHTHOUSE.  THE HOUSE IS THE LARGEST AND MOST PROMINENT OF
 PD1060'SEVERAL SMALL HOUSES ON THE N END OF THE ISLAND AND THE ONLY
 PD1060'ONE HAVING A CUPOLA ON ITS TOP.
 PD1060
 PD1060                          STATION RECOVERY (1945)
 PD1060
 PD1060'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (FLP)
 PD1060'ORIGINAL DESCRIPTION CHECKS EXCEPT THAT THERE IS NO FLAGSTAFF ON
 PD1060'THE TOP OF THE CUPOLA.  NO RESIDENTS WERE ON ISLAND.  ALL HOUSES
 PD1060'WERE BOARDED UP AND THE STATION COULD NOT BE VERIFIED.  THE
 PD1060'HOUSE, HOWEVER, IS IN GOOD CONDITION AND UNDOUBTEDLY IS THE SAME
 PD1060'HOUSE AND CUPOLA AS DESCRIBED.
 PD1060'
 PD1060'STATION NO LONGER CAN BE USED FOR TRIANGULATION PURPOSES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0465 ***********************************************************************
 OB0465  DESIGNATION -  POND ISLAND LIGHT OLD
 OB0465  PID         -  OB0465
 OB0465  STATE/COUNTY-  ME/SAGADAHOC
 OB0465  USGS QUAD   -  SMALL POINT (1957)
 OB0465
 OB0465                         *CURRENT SURVEY CONTROL
 OB0465  ___________________________________________________________________
 OB0465* NAD 83(1996)-  43 44 24.68197(N)    069 46 13.12135(W)     ADJUSTED  
 OB0465* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 OB0465  ___________________________________________________________________
 OB0465  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 OB0465  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 OB0465
 OB0465  HORZ ORDER  -  THIRD
 OB0465
 OB0465.The horizontal coordinates were established by classical geodetic methods
 OB0465.and adjusted by the National Geodetic Survey in March 1998..
 OB0465
 OB0465.The orthometric height was scaled from a topographic map.
 OB0465
 OB0465.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0465
 OB0465.The geoid height was determined by GEOID03.
 OB0465
 OB0465;                    North         East     Units Scale Factor Converg.
 OB0465;SPC ME W     -   100,823.190   931,927.482   MT  0.99997920   +0 16 26.5
 OB0465;UTM  19      - 4,843,305.208   437,972.015   MT  0.99964732   -0 31 57.4
 OB0465
 OB0465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0465!SPC ME W     -   1.00000218  x   0.99997920  =   0.99998138
 OB0465!UTM  19      -   1.00000218  x   0.99964732  =   0.99964950
 OB0465
 OB0465                          SUPERSEDED SURVEY CONTROL
 OB0465
 OB0465  NAD 83(1992)-  43 44 24.67916(N)    069 46 13.11940(W) AD(       ) 4
 OB0465  NAD 83(1986)-  43 44 24.68483(N)    069 46 13.12507(W) AD(       ) 4
 OB0465  NAD 27      -  43 44 24.38000(N)    069 46 14.96000(W) AD(       ) 3
 OB0465
 OB0465.Superseded values are not recommended for survey control.
 OB0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0465.See file dsdata.txt to determine how the superseded data were derived.
 OB0465
 OB0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3797243305(NAD 83)
 OB0465
 OB0465  HISTORY     - Date     Condition        Report By
 OB0465  HISTORY     - UNK      MONUMENTED
 OB0465  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0465  HISTORY     - 1988     GOOD             USPSQD
 OB0465
 OB0465                          STATION DESCRIPTION
 OB0465
 OB0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0465'THIS STATION IS LOST.  SEE DESCRIPTION OF POND ISLAND LIGHT
 OB0465'(NEW) 1904.
 OB0465
 OB0465                          STATION RECOVERY (1988)
 OB0465
 OB0465'RECOVERY NOTE BY US POWER SQUADRON 1988 (WSD)
 OB0465'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0466 ***********************************************************************
 OB0466  DESIGNATION -  POND ISLAND LIGHTHOUSE NEW
 OB0466  PID         -  OB0466
 OB0466  STATE/COUNTY-  ME/SAGADAHOC
 OB0466  USGS QUAD   -  SMALL POINT (1957)
 OB0466
 OB0466                         *CURRENT SURVEY CONTROL
 OB0466  ___________________________________________________________________
 OB0466* NAD 83(1996)-  43 44 24.08480(N)    069 46 13.06110(W)     ADJUSTED  
 OB0466* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 OB0466  ___________________________________________________________________
 OB0466  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 OB0466  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 OB0466
 OB0466  HORZ ORDER  -  THIRD
 OB0466
 OB0466.The horizontal coordinates were established by classical geodetic methods
 OB0466.and adjusted by the National Geodetic Survey in March 1998..
 OB0466
 OB0466.The orthometric height was scaled from a topographic map.
 OB0466
 OB0466.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0466
 OB0466.The geoid height was determined by GEOID03.
 OB0466
 OB0466;                    North         East     Units Scale Factor Converg.
 OB0466;SPC ME W     -   100,804.766   931,928.919   MT  0.99997920   +0 16 26.6
 OB0466;UTM  19      - 4,843,286.772   437,973.192   MT  0.99964732   -0 31 57.3
 OB0466
 OB0466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0466!SPC ME W     -   1.00000218  x   0.99997920  =   0.99998138
 OB0466!UTM  19      -   1.00000218  x   0.99964732  =   0.99964950
 OB0466
 OB0466:                Primary Azimuth Mark                     Grid Az
 OB0466:SPC ME W     -  JACK ROCK SPINDLE USE                    355 03 19.1
 OB0466:UTM  19      -  JACK ROCK SPINDLE USE                    355 51 43.0
 OB0466
 OB0466|---------------------------------------------------------------------|
 OB0466| PID    Reference Object                     Distance      Geod. Az  |
 OB0466|                                                           dddmmss.s |
 OB0466| OB0481 JACK ROCK SPINDLE USE               APPROX. 1.1 KM 3551945.7 |
 OB0466|---------------------------------------------------------------------|
 OB0466
 OB0466                          SUPERSEDED SURVEY CONTROL
 OB0466
 OB0466  NAD 83(1992)-  43 44 24.08192(N)    069 46 13.05908(W) AD(       ) 3
 OB0466  NAD 83(1986)-  43 44 24.08760(N)    069 46 13.06474(W) AD(       ) 3
 OB0466  NAD 27      -  43 44 23.82400(N)    069 46 14.92500(W) AD(       ) 3
 OB0466
 OB0466.Superseded values are not recommended for survey control.
 OB0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0466.See file dsdata.txt to determine how the superseded data were derived.
 OB0466
 OB0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3797343287(NAD 83)
 OB0466_MARKER: 13 = LIGHTHOUSE
 OB0466_SETTING: 0 = UNSPECIFIED SETTING
 OB0466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OB0466+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2001
 OB0466
 OB0466  HISTORY     - Date     Condition        Report By
 OB0466  HISTORY     - 1933     FIRST OBSERVED   CGS
 OB0466  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OB0466  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0466  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OB0466  HISTORY     - 19920728 GOOD             USE
 OB0466  HISTORY     - 20010418 GOOD             USPSQD
 OB0466
 OB0466                          STATION DESCRIPTION
 OB0466
 OB0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OB0466'THIS STATION RECOVERED ON POND ISLAND, ON THE W SIDE OF THE MOUTH OF
 OB0466'THE KENNEBEC RIVER.  IT IS A WHITE TOWER CONNECTED TO A
 OB0466'DWELLING.  PROBABLY THE SAME AS POND ISLAND LIGHT 1933 THOUGH
 OB0466'POSITION DOES NOT CHECK WITH THE NEW POSITION.
 OB0466
 OB0466                          STATION RECOVERY (1934)
 OB0466
 OB0466'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0466'THIS LIGHTHOUSE IS ON POND ISLAND, ON THE W SIDE OF KENNEBEC RIVER
 OB0466'AT ITS MOUTH.  IT IS A WHITE TOWER CONNECTED TO DWELLING.  HEIGHT
 OB0466'23 FEET.
 OB0466
 OB0466                          STATION RECOVERY (1943)
 OB0466
 OB0466'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 OB0466'STATION RECOVERED AS DESCRIBED.  ORIGINAL DESCRIPTION SUBMITTED IN
 OB0466'1933 ADEQUATE.
 OB0466
 OB0466                          STATION RECOVERY (1992)
 OB0466
 OB0466'RECOVERY NOTE BY US ENGINEERS 1992 (AH)
 OB0466'RECOVERED AS DESCRIBED.
 OB0466
 OB0466                          STATION RECOVERY (2001)
 OB0466
 OB0466'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 OB0466'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0967 ***********************************************************************
 PD0967  DESIGNATION -  POND RESET
 PD0967  PID         -  PD0967
 PD0967  STATE/COUNTY-  ME/WASHINGTON
 PD0967  USGS QUAD   -  CUTLER (1993)
 PD0967
 PD0967                         *CURRENT SURVEY CONTROL
 PD0967  ___________________________________________________________________
 PD0967* NAD 83(1996)-  44 42 18.94114(N)    067 07 46.03602(W)     ADJUSTED  
 PD0967* NAVD 88     -        69.8    (meters)     229.     (feet)  VERTCON   
 PD0967  ___________________________________________________________________
 PD0967  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 PD0967  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 PD0967
 PD0967  HORZ ORDER  -  SECOND
 PD0967
 PD0967.The horizontal coordinates were established by classical geodetic methods
 PD0967.and adjusted by the National Geodetic Survey in March 1998..
 PD0967
 PD0967.The NAVD 88 height was computed by applying the VERTCON shift value to
 PD0967.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PD0967
 PD0967.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0967
 PD0967.The geoid height was determined by GEOID03.
 PD0967
 PD0967;                    North         East     Units Scale Factor Converg.
 PD0967;SPC ME E     -   116,306.669   408,605.026   MT  1.00004500   +0 57 51.2
 PD0967;UTM  19      - 4,951,911.405   648,181.791   MT  0.99987002   +1 18 57.9
 PD0967
 PD0967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0967!SPC ME E     -   0.99999255  x   1.00004500  =   1.00003755
 PD0967!UTM  19      -   0.99999255  x   0.99987002  =   0.99986257
 PD0967
 PD0967:                Primary Azimuth Mark                     Grid Az
 PD0967:SPC ME E     -  GRAND MANAN SW HEAD LH                   122 06 33.9
 PD0967:UTM  19      -  GRAND MANAN SW HEAD LH                   121 45 27.2
 PD0967
 PD0967|---------------------------------------------------------------------|
 PD0967| PID    Reference Object                     Distance      Geod. Az  |
 PD0967|                                                           dddmmss.s |
 PD0967| PD0676 GRAND MANAN SW HEAD LH              APPROX.21.2 KM 1230425.1 |
 PD0967| CE8639 POND RM 1                             4.429 METERS 15037     |
 PD0967| PD0971 SANDY POINT RM 2                    APPROX. 4.2 KM 2105034.2 |
 PD0967| PD0993 CUTLER USN RAD STA TOWER S 5        APPROX.14.1 KM 2334157.7 |
 PD0967| CE8640 POND RM 2                            11.638 METERS 27104     |
 PD0967| CE8638 POND AZ MK                                         3132230.6 |
 PD0967|---------------------------------------------------------------------|
 PD0967
 PD0967                          SUPERSEDED SURVEY CONTROL
 PD0967
 PD0967  NAD 83(1992)-  44 42 18.93903(N)    067 07 46.03341(W) AD(       ) 2
 PD0967  NAD 83(1986)-  44 42 18.93578(N)    067 07 46.03555(W) AD(       ) 2
 PD0967  NAD 27      -  44 42 18.62500(N)    067 07 48.13800(W) AD(       ) 2
 PD0967  NGVD 29 (07/19/86)   70.0    (m)          230.     (f) VERT ANG       
 PD0967
 PD0967.Superseded values are not recommended for survey control.
 PD0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0967.See file dsdata.txt to determine how the superseded data were derived.
 PD0967
 PD0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK4818251911(NAD 83)
 PD0967_MARKER: H = DRILL HOLE
 PD0967_SETTING: 0 = UNSPECIFIED SETTING
 PD0967
 PD0967  HISTORY     - Date     Condition        Report By
 PD0967  HISTORY     - 1960     MONUMENTED       CGS
 PD0967  HISTORY     - 1913     GOOD             CGS
 PD0967  HISTORY     - 1946     GOOD             CGS
 PD0967  HISTORY     - 1960     SEE DESCRIPTION  CGS
 PD0967
 PD0967                          STATION DESCRIPTION
 PD0967
 PD0967'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 PD0967'STATION IS ON THE HIGHEST POINT OF A PROMINENT BARE ROCKY HILL
 PD0967'ABOUT 1/2 MILE FROM THE COAST, A MILE S OF BOG CREEK, ABOUT 2
 PD0967'MILES S OF MOOSE RIVER, AND ABOUT 3/4 MILE E OF THE SHORE
 PD0967'ROAD.  THERE IS NO TIMBER NEAR THE HILL EXCEPT A FEW SCATTERING
 PD0967'TREES, AS THE REGION HAS RECENTLY BEEN BURNED OVER.  THE STATION
 PD0967'IS MARKED BY A DRILL HOLE SURROUNDED BY A TRIANGLE CUT IN THE
 PD0967'ROCK AND COVERED BY A CAIRN.
 PD0967
 PD0967                          STATION RECOVERY (1946)
 PD0967
 PD0967'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0967'STATION RECOVERED.  THE 1913 DESCRIPTION IS ADEQUATE.
 PD0967'
 PD0967'THE STATION WAS REACHED FOR THIS RECOVERY FROM A LANDING IN A
 PD0967'SMALL COVE SE OF THE STATION UP A SMALL RAVINE AND NW ACROSS
 PD0967'OPEN AREA TO STATION.  NO TRAIL LEADING TOWARD THE MAIN ROAD W
 PD0967'OF THE STATION WAS APPARENT.
 PD0967
 PD0967                          STATION RECOVERY (1960)
 PD0967
 PD0967'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HRL)
 PD0967'STATION WAS RECOVERED.  A STATION DISK WAS CEMENTED IN THE
 PD0967'DRILL HOLE THAT MARKED THE ORIGINAL STATION AND TWO REFERENCE
 PD0967'MARKS WERE ESTABLISHED.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 PD0967'
 PD0967'STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF CUTLER AND ABOUT
 PD0967'1/2 MILE FROM THE ATLANTIC COAST ON A BARE AND PROMINENT ROCKY
 PD0967'HILL.
 PD0967'
 PD0967'TO REACH THE STATION FROM THE POST OFFICE IN CUTLER GO
 PD0967'NORTHEAST ON STATE HIGHWAY 191 FOR 5.4 MILES TO A WOODS ROAD ON
 PD0967'THE RIGHT AND END OF TRUCK TRAVEL FOR ALL BUT A FOUR WHEEL DRIVE
 PD0967'VEHICLE.  AZIMUTH MARK IS ABOUT 0.2 MILE TO THE NORTHWEST ON A
 PD0967'ROCK AT THE NORTHWEST EDGE OF CLEARED FIELD.  WALK SOUTHEAST
 PD0967'ALONG WOODS ROAD FOR ABOUT 1.0 MILE TO POINT WHERE POND IS
 PD0967'VISIBLE TO THE LEFT.  BEAR RIGHT OFF ROAD AND GO SOUTHEAST TO
 PD0967'HIGHEST POINT OF ROCK AND STATION.
 PD0967'
 PD0967'REFERENCE MARK NO. 1 IS 1.0 FOOT NORTH OF EDGE OF ROCK.  THE
 PD0967'MARK IS A STANDARD DISK CEMENTED FLUSH IN A DRILL HOLE IN THE
 PD0967'ROCK AND THE DISK IS STAMPED POND NO 1 1883 1960.
 PD0967'
 PD0967'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED FLUSH IN A
 PD0967'DRILL HOLE IN THE ROCK AND THE DISK IS STAMPED POND NO 2 1883 1960.
 PD0967'
 PD0967'AZIMUTH MARK IS 3.5 FEET WEST OF METAL WITNESS POST WITH SIGN
 PD0967'AND 3 FEET NORTHWEST OF EDGE OF ROCK LEDGE.  THE MARK IS A
 PD0967'STANDARD DISK CEMENTED FLUSH IN A DRILL HOLE IN THE ROCK AND
 PD0967'THE DISK IS STAMPED POND 1960.
 PD0967'
 PD0967'1960 OBSERVATIONS TAKEN FROM A 4 FOOT WOOD STAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2002 ***********************************************************************
 OC2002  DESIGNATION -  POOL CUPOLA OF OLD WAREHOUSE
 OC2002  PID         -  OC2002
 OC2002  STATE/COUNTY-  ME/YORK
 OC2002  USGS QUAD   -  BIDDEFORD POOL (1970)
 OC2002
 OC2002                         *CURRENT SURVEY CONTROL
 OC2002  ___________________________________________________________________
 OC2002* NAD 83(1996)-  43 26 48.66032(N)    070 21 18.35925(W)     ADJUSTED  
 OC2002* NAVD 88     -                                                        
 OC2002  ___________________________________________________________________
 OC2002  LAPLACE CORR-           3.19  (seconds)                    DEFLEC99
 OC2002  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 OC2002
 OC2002  HORZ ORDER  -  THIRD
 OC2002
 OC2002.The horizontal coordinates were established by classical geodetic methods
 OC2002.and adjusted by the National Geodetic Survey in March 1998..
 OC2002
 OC2002
 OC2002.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2002
 OC2002.The geoid height was determined by GEOID03.
 OC2002
 OC2002;                    North         East     Units Scale Factor Converg.
 OC2002;SPC ME W     -    68,173.906   884,747.300   MT  0.99996953   -0 07 46.5
 OC2002;UTM  19      - 4,811,330.451   390,351.246   MT  0.99974789   -0 55 55.1
 OC2002
 OC2002                          SUPERSEDED SURVEY CONTROL
 OC2002
 OC2002  NAD 83(1992)-  43 26 48.65893(N)    070 21 18.36058(W) AD(       ) 4
 OC2002  NAD 83(1986)-  43 26 48.66486(N)    070 21 18.36609(W) AD(       ) 4
 OC2002  NAD 27      -  43 26 48.36000(N)    070 21 20.22000(W) AD(       ) 3
 OC2002
 OC2002.Superseded values are not recommended for survey control.
 OC2002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2002.See file dsdata.txt to determine how the superseded data were derived.
 OC2002
 OC2002_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9035111330(NAD 83)
 OC2002
 OC2002  HISTORY     - Date     Condition        Report By
 OC2002  HISTORY     - UNK      MONUMENTED
 OC2002  HISTORY     - 1928     SEE DESCRIPTION  CGS
 OC2002  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OC2002
 OC2002                          STATION DESCRIPTION
 OC2002
 OC2002'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (GCM)
 OC2002'STATION DESTROYED.
 OC2002
 OC2002                          STATION RECOVERY (1953)
 OC2002
 OC2002'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EHK)
 OC2002'THE STATION WAS DESTROYED AS REPORTED BY G.C.M. IN 1928.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1614 ***********************************************************************
 OC1614  DESIGNATION -  POORDICK CHURCH
 OC1614  PID         -  OC1614
 OC1614  STATE/COUNTY-  ME/CUMBERLAND
 OC1614  USGS QUAD   -  PORTLAND EAST (1975)
 OC1614
 OC1614                         *CURRENT SURVEY CONTROL
 OC1614  ___________________________________________________________________
 OC1614* NAD 83(1996)-  43 38 06.08357(N)    070 14 25.24211(W)     ADJUSTED  
 OC1614* NAVD 88     -                                                        
 OC1614  ___________________________________________________________________
 OC1614  LAPLACE CORR-           3.17  (seconds)                    DEFLEC99
 OC1614  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 OC1614
 OC1614  HORZ ORDER  -  THIRD
 OC1614
 OC1614.The horizontal coordinates were established by classical geodetic methods
 OC1614.and adjusted by the National Geodetic Survey in March 1998..
 OC1614
 OC1614
 OC1614.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1614
 OC1614.The geoid height was determined by GEOID03.
 OC1614
 OC1614;                    North         East     Units Scale Factor Converg.
 OC1614;SPC ME W     -    89,065.251   894,054.632   MT  0.99996710   -0 03 03.0
 OC1614;UTM  19      - 4,832,084.344   399,948.489   MT  0.99972313   -0 51 21.5
 OC1614
 OC1614                          SUPERSEDED SURVEY CONTROL
 OC1614
 OC1614  NAD 83(1992)-  43 38 06.08188(N)    070 14 25.24303(W) AD(       ) 4
 OC1614  NAD 83(1986)-  43 38 06.08796(N)    070 14 25.24859(W) AD(       ) 4
 OC1614  NAD 27      -  43 38 05.80300(N)    070 14 27.07900(W) AD(       ) 3
 OC1614
 OC1614.Superseded values are not recommended for survey control.
 OC1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1614.See file dsdata.txt to determine how the superseded data were derived.
 OC1614
 OC1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9994832084(NAD 83)
 OC1614
 OC1614  HISTORY     - Date     Condition        Report By
 OC1614  HISTORY     - UNK      MONUMENTED
 OC1614  HISTORY     - 1957     SEE DESCRIPTION  CGS
 OC1614
 OC1614                          STATION DESCRIPTION
 OC1614
 OC1614'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FBM)
 OC1614'THE CHURCH OF POOR DICK WAS MOVED DURING THE YEAR 1896 AND
 OC1614'CONSEQUENTLY THE STATION WAS DESTROYED AT THAT DATE.
 OC1614'
 OC1614'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0705 ***********************************************************************
 PD0705  DESIGNATION -  POPE IBC 1913
 PD0705  PID         -  PD0705
 PD0705  STATE/COUNTY-  ME/WASHINGTON
 PD0705  USGS QUAD   -  LUBEC (1977)
 PD0705
 PD0705                         *CURRENT SURVEY CONTROL
 PD0705  ___________________________________________________________________
 PD0705* NAD 83(1996)-  44 52 07.50937(N)    066 59 01.49094(W)     ADJUSTED  
 PD0705* NAVD 88     -                                                        
 PD0705  ___________________________________________________________________
 PD0705  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 PD0705  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 PD0705
 PD0705  HORZ ORDER  -  THIRD
 PD0705
 PD0705.The horizontal coordinates were established by classical geodetic methods
 PD0705.and adjusted by the National Geodetic Survey in March 1998..
 PD0705
 PD0705
 PD0705.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0705
 PD0705.The geoid height was determined by GEOID03.
 PD0705
 PD0705;                    North         East     Units Scale Factor Converg.
 PD0705;SPC ME E     -   134,677.954   419,812.437   MT  1.00007647   +1 04 11.4
 PD0705;UTM  19      - 4,970,348.143   659,274.116   MT  0.99991195   +1 25 21.8
 PD0705
 PD0705|---------------------------------------------------------------------|
 PD0705| PID    Reference Object                     Distance      Geod. Az  |
 PD0705|                                                           dddmmss.s |
 PD0705| PD0746 RANGE MARK 25 IBC                   373.903 METERS 12128     |
 PD0705| PD0704 RANGE MARK 23 IBC 1919               12.987 METERS 25257     |
 PD0705| PD0717 DUDLEY IBC 1919                     APPROX. 0.8 KM 3003754.1 |
 PD0705|---------------------------------------------------------------------|
 PD0705
 PD0705                          SUPERSEDED SURVEY CONTROL
 PD0705
 PD0705  NAD 83(1992)-  44 52 07.49888(N)    066 59 01.49342(W) AD(       ) 3
 PD0705  NAD 83(1986)-  44 52 07.49296(N)    066 59 01.49525(W) AD(       ) 3
 PD0705  NAD 27      -  44 52 07.20500(N)    066 59 03.58400(W) AD(       ) 3
 PD0705
 PD0705.Superseded values are not recommended for survey control.
 PD0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0705.See file dsdata.txt to determine how the superseded data were derived.
 PD0705
 PD0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5927470348(NAD 83)
 PD0705_MARKER: DH = HORIZONTAL CONTROL DISK
 PD0705_SETTING: 66 = SET IN ROCK OUTCROP
 PD0705_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 PD0705_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0705+STABILITY: POSITION/ELEVATION WELL
 PD0705
 PD0705  HISTORY     - Date     Condition        Report By
 PD0705  HISTORY     - 1913     MONUMENTED       IBC
 PD0705  HISTORY     - 1919     GOOD             IBC
 PD0705  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0705  HISTORY     - 1946     GOOD             IBC
 PD0705
 PD0705                          STATION DESCRIPTION
 PD0705
 PD0705'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1913 (JEM)
 PD0705'ON POPES FOLLY ISLAND, PASSAMAQUODDY BAY, 3/8 MILE N OF LUBEC, ME.
 PD0705'THE STATION IS ON A ROCKY LEDGE NEAR THE N END OF THE ISLAND, JUST
 PD0705'OUTSIDE THE TREE LINE, AND IS N 72 DEGREES 57 MINUTES E, 13.0 METERS
 PD0705'FROM RANGE MARK 23.
 PD0705'
 PD0705'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE IN THE LEDGE.
 PD0705
 PD0705                          STATION RECOVERY (1919)
 PD0705
 PD0705'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1919 (JH)
 PD0705'DISK GONE BUT DRILL HOLE INTACT.
 PD0705
 PD0705                          STATION RECOVERY (1946)
 PD0705
 PD0705'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0705'STATION IS ON POPES FOLLY ISLAND, PASSAMAQUODDY BAY, 3/8 MILE
 PD0705'N OF LUBEC, MAINE.  THE STATION IS ON A ROCKY LEDGE NEAR THE
 PD0705'N END OF THE ISLAND, JUST OUTSIDE THE TREE LINE, AND IS N. 72
 PD0705'DEG 57 MIN E., 13.0 METERS FROM RANGE MARK 23.
 PD0705'
 PD0705'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE IN THE
 PD0705'LEDGE.  IN 1919 THE DISK WAS GONE, BUT THE DRILL HOLE WAS RECOVERED.
 PD0705
 PD0705                          STATION RECOVERY (1946)
 PD0705
 PD0705'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 PD0705'DRILL HOLE RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0543 ***********************************************************************
 OB0543  DESIGNATION -  POPHAM BEACH CHURCH SPIRE
 OB0543  PID         -  OB0543
 OB0543  STATE/COUNTY-  ME/SAGADAHOC
 OB0543  USGS QUAD   -  PHIPPSBURG (1957)
 OB0543
 OB0543                         *CURRENT SURVEY CONTROL
 OB0543  ___________________________________________________________________
 OB0543* NAD 83(1996)-  43 45 06.58957(N)    069 47 07.58104(W)     ADJUSTED  
 OB0543* NAVD 88     -                                                        
 OB0543  ___________________________________________________________________
 OB0543  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 OB0543  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 OB0543
 OB0543  HORZ ORDER  -  THIRD
 OB0543
 OB0543.The horizontal coordinates were established by classical geodetic methods
 OB0543.and adjusted by the National Geodetic Survey in March 1998..
 OB0543
 OB0543
 OB0543.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0543
 OB0543.The geoid height was determined by GEOID03.
 OB0543
 OB0543;                    North         East     Units Scale Factor Converg.
 OB0543;SPC ME W     -   102,110.831   930,702.954   MT  0.99997826   +0 15 49.1
 OB0543;UTM  19      - 4,844,609.531   436,766.137   MT  0.99964918   -0 32 35.4
 OB0543
 OB0543                          SUPERSEDED SURVEY CONTROL
 OB0543
 OB0543  NAD 83(1992)-  43 45 06.58697(N)    069 47 07.57925(W) AD(       ) 4
 OB0543  NAD 83(1986)-  43 45 06.59266(N)    069 47 07.58493(W) AD(       ) 4
 OB0543  NAD 27      -  43 45 06.28400(N)    069 47 09.41500(W) AD(       ) 3
 OB0543
 OB0543.Superseded values are not recommended for survey control.
 OB0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0543.See file dsdata.txt to determine how the superseded data were derived.
 OB0543
 OB0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3676644610(NAD 83)
 OB0543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OB0543+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2003
 OB0543
 OB0543  HISTORY     - Date     Condition        Report By
 OB0543  HISTORY     - 1933     MONUMENTED       CGS
 OB0543  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0543  HISTORY     - 1983     GOOD             USPSQD
 OB0543  HISTORY     - 1988     GOOD             USPSQD
 OB0543  HISTORY     - 19910404 GOOD             USPSQD
 OB0543  HISTORY     - 20010418 GOOD             USPSQD
 OB0543  HISTORY     - 20020914 GOOD             USPSQD
 OB0543  HISTORY     - 20031007 GOOD             USPSQD
 OB0543
 OB0543                          STATION DESCRIPTION
 OB0543
 OB0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OB0543'THE CHURCH IS ABOUT 1/4 MILE INLAND FROM FORT
 OB0543'POPHAM LIGHT ON THE HIGHWAY.  IT IS THE UNION CHURCH
 OB0543'AND THE ONLY CHURCH SPIRE IN THE TOWN OF POPHAM BEACH, MAINE.
 OB0543
 OB0543                          STATION RECOVERY (1942)
 OB0543
 OB0543'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OB0543'STATION RECOVERED AS DESCRIBED.
 OB0543
 OB0543                          STATION RECOVERY (1983)
 OB0543
 OB0543'RECOVERY NOTE BY US POWER SQUADRON 1983 (DAP)
 OB0543'STATION RECOVERED GOOD (SEE ATTACHED PHOTOGRAPH).
 OB0543'
 OB0543'THE STATION IS THE CHURCH SPIRE.  THE CHURCH IS NOW KNOWN AS
 OB0543'POPHAM CHAPEL.
 OB0543'
 OB0543'THE DESCRIPTION IS ADEQUATE.  8/18/83 1545 DST.
 OB0543'
 OB0543'RECOVERED AS DESCRIBED.  DESCRIPTION SHOULD BE CHANGED AS NOTED.
 OB0543
 OB0543                          STATION RECOVERY (1988)
 OB0543
 OB0543'RECOVERY NOTE BY US POWER SQUADRON 1988 (WSD)
 OB0543'RECOVERED IN GOOD CONDITION.
 OB0543
 OB0543                          STATION RECOVERY (1991)
 OB0543
 OB0543'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OB0543'RECOVERED IN GOOD CONDITION.
 OB0543
 OB0543                          STATION RECOVERY (2001)
 OB0543
 OB0543'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 OB0543'RECOVERED IN GOOD CONDITION.
 OB0543
 OB0543                          STATION RECOVERY (2002)
 OB0543
 OB0543'RECOVERY NOTE BY US POWER SQUADRON 2002 (RHS)
 OB0543'RECOVERED IN GOOD CONDITION.
 OB0543
 OB0543                          STATION RECOVERY (2003)
 OB0543
 OB0543'RECOVERY NOTE BY US POWER SQUADRON 2003 (RMS)
 OB0543'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0480 ***********************************************************************
 OB0480  DESIGNATION -  POPHAM FCT 1943
 OB0480  PID         -  OB0480
 OB0480  STATE/COUNTY-  ME/SAGADAHOC
 OB0480  USGS QUAD   -  SMALL POINT (1957)
 OB0480
 OB0480                         *CURRENT SURVEY CONTROL
 OB0480  ___________________________________________________________________
 OB0480* NAD 83(1996)-  43 44 56.02868(N)    069 47 24.48256(W)     ADJUSTED  
 OB0480* NAVD 88     -        41.     (meters)     135.     (feet)  SCALED    
 OB0480  ___________________________________________________________________
 OB0480  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 OB0480  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 OB0480
 OB0480  HORZ ORDER  -  SECOND
 OB0480
 OB0480.The horizontal coordinates were established by classical geodetic methods
 OB0480.and adjusted by the National Geodetic Survey in March 1998..
 OB0480
 OB0480.The orthometric height was scaled from a topographic map.
 OB0480
 OB0480.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0480
 OB0480.The geoid height was determined by GEOID03.
 OB0480
 OB0480;                    North         East     Units Scale Factor Converg.
 OB0480;SPC ME W     -   101,783.170   930,326.324   MT  0.99997797   +0 15 37.3
 OB0480;UTM  19      - 4,844,287.311   436,385.056   MT  0.99964977   -0 32 47.0
 OB0480
 OB0480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0480!SPC ME W     -   0.99999763  x   0.99997797  =   0.99997560
 OB0480!UTM  19      -   0.99999763  x   0.99964977  =   0.99964740
 OB0480
 OB0480:                Primary Azimuth Mark                     Grid Az
 OB0480:SPC ME W     -  MORSE MT RADAR TOWER                     246 59 10.4
 OB0480:UTM  19      -  MORSE MT RADAR TOWER                     247 47 34.7
 OB0480
 OB0480|---------------------------------------------------------------------|
 OB0480| PID    Reference Object                     Distance      Geod. Az  |
 OB0480|                                                           dddmmss.s |
 OB0480| OB0483 MORSE MT RADAR TOWER                APPROX. 3.1 KM 2471447.7 |
 OB0480|---------------------------------------------------------------------|
 OB0480
 OB0480                          SUPERSEDED SURVEY CONTROL
 OB0480
 OB0480  NAD 83(1992)-  43 44 56.02604(N)    069 47 24.48089(W) AD(       ) 2
 OB0480  NAD 83(1986)-  43 44 56.03173(N)    069 47 24.48650(W) AD(       ) 2
 OB0480  NAD 27      -  43 44 55.72500(N)    069 47 26.32100(W) AD(       ) 2
 OB0480
 OB0480.Superseded values are not recommended for survey control.
 OB0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0480.See file dsdata.txt to determine how the superseded data were derived.
 OB0480
 OB0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3638544287(NAD 83)
 OB0480_MARKER: Z = SEE DESCRIPTION
 OB0480_SETTING: 0 = UNSPECIFIED SETTING
 OB0480_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OB0480
 OB0480  HISTORY     - Date     Condition        Report By
 OB0480  HISTORY     - 1943     MONUMENTED       CGS
 OB0480  HISTORY     - 20010418 MARK NOT FOUND   USPSQD
 OB0480  HISTORY     - 20050407 MARK NOT FOUND   INDIV
 OB0480
 OB0480                          STATION DESCRIPTION
 OB0480
 OB0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 OB0480'THE STATION IS LOCATED ON THE ROOF OF THE POPHAM FIRE CONTROL
 OB0480'TOWER, WHICH IS ON THE HIGHEST POINT OF POPHAM MOUNTAIN, ABOUT
 OB0480'4.0 MI. N OF THE SEGUINE ISLAND LIGHTHOUSE, AND 0.75 MI. W OF
 OB0480'THE POINT.  IT IS A STANDARD STATION DISK, SET IN THE CONCRETE
 OB0480'ROOF OF THE TOWER, 5.5 FT. N OF THE S EDGE, 10 FT. S OF THE N
 OB0480'EDGE, AND CENTERED BETWEEN THE E AND W EDGES.  THE DISK IS STAMPED
 OB0480'POPHAM F C TOWER, AND SET FLUSH WITH THE ROOF SURFACE.  THE
 OB0480'FIRE CONTROL TOWER IS A 14- BY 14-FT. SQUARE CONCRETE STRUCTURE
 OB0480'4 STORIES HIGH.  THE DISK IS SET OVER THE CENTER OF THE
 OB0480'INSTRUMENT MOUNT ON THE FOURTH FLOOR.
 OB0480'
 OB0480'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 OB0480
 OB0480                          STATION RECOVERY (2001)
 OB0480
 OB0480'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 OB0480'THERE IS NO FIRE CONTROL TOWER AT THIS LAT/LONG.
 OB0480
 OB0480                          STATION RECOVERY (2005)
 OB0480
 OB0480'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JJR)
 OB0480'ALTHOUGH DESCRIBED AS A FIRE TOWER, THERE IS IN FACT A TOWER (WWII
 OB0480'RELIC) THAT MATCHES INITIAL DESCRIPTION.  IT IS BARRED AND LOCKED.
 OB0480'CONTACT THE MAINE STATE PARKS AND REC DEPT ABOUT FORT BALDWIN PARK IF
 OB0480'ACCESS IS SOUGHT.  WE DID NOT SEE THE MONUMENT, ALTHOUGH WE BELIEVE IT
 OB0480'TO BE THERE, SINCE WE HAD NOT PREVIOUSLY CONTACTED THE APPROPRIATE
 OB0480'AUTHORITIES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0608 ***********************************************************************
 OB0608  DESIGNATION -  POPLAR
 OB0608  PID         -  OB0608
 OB0608  STATE/COUNTY-  ME/SAGADAHOC
 OB0608  USGS QUAD   -  BRUNSWICK (1980)
 OB0608
 OB0608                         *CURRENT SURVEY CONTROL
 OB0608  ___________________________________________________________________
 OB0608* NAD 83(1996)-  43 59 12.20645(N)    069 53 22.75611(W)     ADJUSTED  
 OB0608* NAVD 88     -                                                        
 OB0608  ___________________________________________________________________
 OB0608  LAPLACE CORR-           2.44  (seconds)                    DEFLEC99
 OB0608  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 OB0608
 OB0608  HORZ ORDER  -  THIRD
 OB0608
 OB0608.The horizontal coordinates were established by classical geodetic methods
 OB0608.and adjusted by the National Geodetic Survey in March 1998..
 OB0608
 OB0608
 OB0608.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0608
 OB0608.The geoid height was determined by GEOID03.
 OB0608
 OB0608;                    North         East     Units Scale Factor Converg.
 OB0608;SPC ME W     -   128,175.585   922,222.309   MT  0.99997274   +0 11 32.6
 OB0608;UTM  19      - 4,870,782.994   428,656.734   MT  0.99966260   -0 37 04.4
 OB0608
 OB0608                          SUPERSEDED SURVEY CONTROL
 OB0608
 OB0608  NAD 83(1992)-  43 59 12.20536(N)    069 53 22.75573(W) AD(       ) 4
 OB0608  NAD 83(1986)-  43 59 12.21078(N)    069 53 22.76071(W) AD(       ) 4
 OB0608  NAD 27      -  43 59 11.92200(N)    069 53 24.57800(W) AD(       ) 3
 OB0608
 OB0608.Superseded values are not recommended for survey control.
 OB0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0608.See file dsdata.txt to determine how the superseded data were derived.
 OB0608
 OB0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ2865770783(NAD 83)
 OB0608
 OB0608  HISTORY     - Date     Condition        Report By
 OB0608  HISTORY     - 1871     MONUMENTED       COASUR
 OB0608  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0608  HISTORY     - 1949     SEE DESCRIPTION  CGS
 OB0608
 OB0608                          STATION DESCRIPTION
 OB0608
 OB0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (HOF)
 OB0608'STATION SEARCHED FOR BUT NOT FOUND.  AIR COMPILATION AND
 OB0608'PLANE-TABLE METHODS MIGHT LOCATE THE STATION.
 OB0608
 OB0608                          STATION RECOVERY (1949)
 OB0608
 OB0608'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM)
 OB0608'STATION NOT RECOVERED.  A TWO-HOUR SEARCH WAS MADE BY TWO MEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1801 ***********************************************************************
 QF1801  DESIGNATION -  POPLAR MOUNTAIN IBC
 QF1801  PID         -  QF1801
 QF1801  STATE/COUNTY-  ME/AROOSTOOK
 QF1801  USGS QUAD   -  NORTH AMITY (1989)
 QF1801
 QF1801                         *CURRENT SURVEY CONTROL
 QF1801  ___________________________________________________________________
 QF1801* NAD 83(1996)-  45 53 36.32775(N)    067 46 46.25025(W)     ADJUSTED  
 QF1801* NAVD 88     -       158.     (meters)     518.     (feet)  SCALED    
 QF1801  ___________________________________________________________________
 QF1801  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 QF1801  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 QF1801
 QF1801  HORZ ORDER  -  THIRD
 QF1801
 QF1801.The horizontal coordinates were established by classical geodetic methods
 QF1801.and adjusted by the National Geodetic Survey in March 1998..
 QF1801
 QF1801.The orthometric height was scaled from a topographic map.
 QF1801
 QF1801.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1801
 QF1801.The geoid height was determined by GEOID03.
 QF1801
 QF1801;                    North         East     Units Scale Factor Converg.
 QF1801;SPC ME E     -   247,681.664   355,912.647   MT  0.99993842   +0 31 02.5
 QF1801;UTM  19      - 5,082,930.508   594,686.125   MT  0.99971022   +0 52 35.1
 QF1801
 QF1801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1801!SPC ME E     -   0.99997896  x   0.99993842  =   0.99991738
 QF1801!UTM  19      -   0.99997896  x   0.99971022  =   0.99968918
 QF1801
 QF1801                          SUPERSEDED SURVEY CONTROL
 QF1801
 QF1801  NAD 83(1992)-  45 53 36.32518(N)    067 46 46.24890(W) AD(       ) 3
 QF1801  NAD 83(1986)-  45 53 36.33642(N)    067 46 46.26783(W) AD(       ) 3
 QF1801  NAD 27      -  45 53 36.12500(N)    067 46 48.22100(W) AD(       ) 3
 QF1801
 QF1801.Superseded values are not recommended for survey control.
 QF1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1801.See file dsdata.txt to determine how the superseded data were derived.
 QF1801
 QF1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9468682931(NAD 83)
 QF1801_MARKER: DD = SURVEY DISK
 QF1801_SETTING: 80 = SET IN A BOULDER
 QF1801_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF1801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1801+STABILITY: SURFACE MOTION
 QF1801
 QF1801  HISTORY     - Date     Condition        Report By
 QF1801  HISTORY     - 1912     MONUMENTED       IBC
 QF1801  HISTORY     - 1955     SEE DESCRIPTION  IBC
 QF1801  HISTORY     - 1972     MARK NOT FOUND   IBC
 QF1801
 QF1801                          STATION DESCRIPTION
 QF1801
 QF1801'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (JEM)
 QF1801'ON THE HIGHEST POINT OF A LOW WOODED HILL ABOUT 105 METERS FROM
 QF1801'MONUMENT BROOK AND ABOUT MIDWAY BETWEEN ITS SOURCE AND ITS MOUTH.
 QF1801'THE STATION IS 15 FEET SE FROM A LARGE BALSAM FIR TREE IN WHICH THE
 QF1801'STATION FLAG WAS PLACED IN 1946.  CLEATS WERE NAILED TO THE TREE AND
 QF1801'THE BOUGHS ON S SIDE REMOVED, A FEW FEET OF TOP REMOVED, AND THE FLAG
 QF1801'ON END OF A 24 - FOOT POLE HOISTED AND NAILED AND WIRED TO TOP OF
 QF1801'TREE.
 QF1801'
 QF1801'THE STATION WAS REMARKED WITH A STANDARD IBC DISK WEDGED IN THE DRILL
 QF1801'HOLE IN THE ROCK, WHOSE SURFACE DIMENSIONS ARE 12 BY 20 INCHES, SET
 QF1801'FLUSH WITH THE GROUND.  A 2 - FOOT CAIRN WAS BUILT OVER THE
 QF1801'STATION.
 QF1801
 QF1801                          STATION RECOVERY (1955)
 QF1801
 QF1801'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1801'TOP OF FALLEN TREE OVER CAIRN.
 QF1801
 QF1801                          STATION RECOVERY (1972)
 QF1801
 QF1801'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1801'THREE MEN SEARCHED FOR ABOUT A HALF AN HOUR FOR THIS MARK.  LOGGING
 QF1801'OPERATIONS IN THE LAST FIVE YEARS MAY HAVE DESTROYED THE STATION.  IF
 QF1801'IT IS STILL THERE IT WILL CERTAINLY TAKE A LOT OF LOOKING TO FIND IT
 QF1801'AS THE TOP OF THE KNOLL IS COVERED WITH CUTTINGS, BLOW DOWNS AND
 QF1801'BRUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1940 ***********************************************************************
 PE1940  DESIGNATION -  POPLAR TREE
 PE1940  PID         -  PE1940
 PE1940  STATE/COUNTY-  ME/HANCOCK
 PE1940  USGS QUAD   -  NEWBURY NECK (1981)
 PE1940
 PE1940                         *CURRENT SURVEY CONTROL
 PE1940  ___________________________________________________________________
 PE1940* NAD 83(1996)-  44 25 45.27719(N)    068 23 49.15834(W)     ADJUSTED  
 PE1940* NAVD 88     -                                                        
 PE1940  ___________________________________________________________________
 PE1940  LAPLACE CORR-           6.67  (seconds)                    DEFLEC99
 PE1940  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 PE1940
 PE1940  HORZ ORDER  -  THIRD
 PE1940
 PE1940.The horizontal coordinates were established by classical geodetic methods
 PE1940.and adjusted by the National Geodetic Survey in March 1998..
 PE1940
 PE1940
 PE1940.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1940
 PE1940.The geoid height was determined by GEOID03.
 PE1940
 PE1940;                    North         East     Units Scale Factor Converg.
 PE1940;SPC ME E     -    84,729.042   308,201.547   MT  0.99990083   +0 04 19.6
 PE1940;UTM  19      - 4,919,726.595   547,996.023   MT  0.99962833   +0 25 19.7
 PE1940
 PE1940                          SUPERSEDED SURVEY CONTROL
 PE1940
 PE1940  NAD 83(1992)-  44 25 45.27216(N)    068 23 49.14995(W) AD(       ) 4
 PE1940  NAD 83(1986)-  44 25 45.27147(N)    068 23 49.15357(W) AD(       ) 4
 PE1940  NAD 27      -  44 25 44.99000(N)    068 23 51.10000(W) AD(       ) 3
 PE1940
 PE1940.Superseded values are not recommended for survey control.
 PE1940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1940.See file dsdata.txt to determine how the superseded data were derived.
 PE1940
 PE1940_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK4799619727(NAD 83)
 PE1940
 PE1940  HISTORY     - Date     Condition        Report By
 PE1940  HISTORY     - UNK      MONUMENTED
 PE1940  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE1940
 PE1940                          STATION DESCRIPTION
 PE1940
 PE1940'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1940'THE STATION HAS BEEN LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0855 ***********************************************************************
 QF0855  DESIGNATION -  POPPELMILL
 QF0855  PID         -  QF0855
 QF0855  STATE/COUNTY-  ME/WASHINGTON
 QF0855  USGS QUAD   -  CALAIS (1977)
 QF0855
 QF0855                         *CURRENT SURVEY CONTROL
 QF0855  ___________________________________________________________________
 QF0855* NAD 83(1996)-  45 08 02.02897(N)    067 19 04.67578(W)     ADJUSTED  
 QF0855* NAVD 88     -        22.     (meters)      72.     (feet)  SCALED    
 QF0855  ___________________________________________________________________
 QF0855  LAPLACE CORR-           4.94  (seconds)                    DEFLEC99
 QF0855  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 QF0855
 QF0855  HORZ ORDER  -  THIRD
 QF0855
 QF0855.The horizontal coordinates were established by classical geodetic methods
 QF0855.and adjusted by the National Geodetic Survey in March 1998..
 QF0855
 QF0855.The orthometric height was scaled from a topographic map.
 QF0855
 QF0855.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0855
 QF0855.The geoid height was determined by GEOID03.
 QF0855
 QF0855;                    North         East     Units Scale Factor Converg.
 QF0855;SPC ME E     -   163,702.185   392,973.034   MT  1.00000625   +0 50 16.2
 QF0855;UTM  19      - 4,999,201.003   632,260.856   MT  0.99981509   +1 11 32.4
 QF0855
 QF0855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0855!SPC ME E     -   1.00000023  x   1.00000625  =   1.00000648
 QF0855!UTM  19      -   1.00000023  x   0.99981509  =   0.99981532
 QF0855
 QF0855|---------------------------------------------------------------------|
 QF0855| PID    Reference Object                     Distance      Geod. Az  |
 QF0855|                                                           dddmmss.s |
 QF0855| CE9460 POPPELMILL RM 2                       5.497 METERS 05710     |
 QF0855| QF0762 BARING SCHOOL CUPOLA                199.430 METERS 07215     |
 QF0855| QF0867 PRATT                               APPROX. 0.6 KM 2234737.1 |
 QF0855| QF0865 ENGLISH IBC                         386.634 METERS 27749     |
 QF0855| QF0861 RR GIRDER SW IBC                    113.418 METERS 30257     |
 QF0855| CE9459 POPPELMILL RM 1                      11.435 METERS 32904     |
 QF0855| QF0859 REFERENCE MON 207=GEORGE            402.695 METERS 3514330.9 |
 QF0855|---------------------------------------------------------------------|
 QF0855
 QF0855                          SUPERSEDED SURVEY CONTROL
 QF0855
 QF0855  NAD 83(1992)-  45 08 02.02385(N)    067 19 04.67402(W) AD(       ) 3
 QF0855  NAD 83(1986)-  45 08 02.02621(N)    067 19 04.67889(W) AD(       ) 3
 QF0855  NAD 27      -  45 08 01.75400(N)    067 19 06.71200(W) AD(       ) 3
 QF0855
 QF0855.Superseded values are not recommended for survey control.
 QF0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0855.See file dsdata.txt to determine how the superseded data were derived.
 QF0855
 QF0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK3226199201(NAD 83)
 QF0855_MARKER: H = DRILL HOLE
 QF0855_SETTING: 0 = UNSPECIFIED SETTING
 QF0855
 QF0855  HISTORY     - Date     Condition        Report By
 QF0855  HISTORY     - 1909     MONUMENTED       IBC
 QF0855
 QF0855                          STATION DESCRIPTION
 QF0855
 QF0855'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JEM)
 QF0855'ON THE E BANK OF THE ST CROIX RIVER IN THE SOUTHERN PART OF THE TOWN
 QF0855'OF BARING.  THE STATION IS ON HIGH GROUND, ABOUT 2 METERS BACK FROM
 QF0855'THE TOP OF THE BANK ABOVE THE GRADE OF THE RAILROAD SPUR THAT RUNS
 QF0855'FROM BARING S ALONG THE RIVERBANK, ABOUT 50 METERS FROM THE
 QF0855'RIVERBANK, AND ABOUT 290 METERS S OF THE INTERNATIONAL HIGHWAY
 QF0855'BRIDGE.
 QF0855'
 QF0855'STATION MARK IS 1/2 OF DRILL HOLE IN THE TOP OF A GRANITE POST 6
 QF0855'INCHES SQUARE AND 2 FEET LONG FIRMLY SET IN THE GROUND.  THE
 QF0855'SUBSURFACE MARK IS A NAIL SET IN CEMENT IN THE TOP OF A 3 - INCH
 QF0855'DRAIN TILE SET 2 FEET BELOW THE SURFACE OF THE GROUND.  THREE NAILS IN
 QF0855'A BLAZE ON A LARGE OAK TREE S OF THE RAILROAD SPUR BEAR N 30 DEGREES
 QF0855'56 MINUTES W, 11.44 METERS DISTANT, AND A NAIL FLUSH WITH THE
 QF0855'GROUND, SET IN CONCRETE IN THE TOP OF A 3 - INCH DRAIN TILE BEARS N
 QF0855'58 DEGREES 10 MINUTES E, 5.50 METERS DISTANT FROM THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2007 ***********************************************************************
 PE2007  DESIGNATION -  POPPLE
 PE2007  PID         -  PE2007
 PE2007  STATE/COUNTY-  ME/HANCOCK
 PE2007  USGS QUAD   -  ISLE AU HAUT EAST (1983)
 PE2007
 PE2007                         *CURRENT SURVEY CONTROL
 PE2007  ___________________________________________________________________
 PE2007* NAD 83(1996)-  44 06 27.50273(N)    068 33 34.87351(W)     ADJUSTED  
 PE2007* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 PE2007  ___________________________________________________________________
 PE2007  LAPLACE CORR-           3.75  (seconds)                    DEFLEC99
 PE2007  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 PE2007
 PE2007  HORZ ORDER  -  THIRD
 PE2007
 PE2007.The horizontal coordinates were established by classical geodetic methods
 PE2007.and adjusted by the National Geodetic Survey in March 1998..
 PE2007
 PE2007.The orthometric height was scaled from a topographic map.
 PE2007
 PE2007.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2007
 PE2007.The geoid height was determined by GEOID03.
 PE2007
 PE2007;                    North         East     Units Scale Factor Converg.
 PE2007;SPC ME E     -    48,993.358   295,221.867   MT  0.99990028   -0 02 29.6
 PE2007;UTM  19      - 4,883,922.493   535,237.823   MT  0.99961527   +0 18 23.3
 PE2007
 PE2007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2007!SPC ME E     -   1.00000374  x   0.99990028  =   0.99990402
 PE2007!UTM  19      -   1.00000374  x   0.99961527  =   0.99961901
 PE2007
 PE2007|---------------------------------------------------------------------|
 PE2007| PID    Reference Object                     Distance      Geod. Az  |
 PE2007|                                                           dddmmss.s |
 PE2007| CE8641 POPPLE RM 1                          12.430 METERS 01211     |
 PE2007| PE1997 HAT ISLAND                          APPROX. 6.1 KM 0493907.6 |
 PE2007| CE8642 POPPLE RM 2                           9.740 METERS 13837     |
 PE2007|---------------------------------------------------------------------|
 PE2007
 PE2007                          SUPERSEDED SURVEY CONTROL
 PE2007
 PE2007  NAD 83(1992)-  44 06 27.51293(N)    068 33 34.85631(W) AD(       ) 3
 PE2007  NAD 83(1986)-  44 06 27.51258(N)    068 33 34.86541(W) AD(       ) 3
 PE2007  NAD 27      -  44 06 27.21600(N)    068 33 36.78500(W) AD(       ) 3
 PE2007
 PE2007.Superseded values are not recommended for survey control.
 PE2007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2007.See file dsdata.txt to determine how the superseded data were derived.
 PE2007
 PE2007_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ3523883922(NAD 83)
 PE2007_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PE2007_SETTING: 80 = SET IN A BOULDER
 PE2007_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 PE2007
 PE2007  HISTORY     - Date     Condition        Report By
 PE2007  HISTORY     - 1945     MONUMENTED       CGS
 PE2007
 PE2007                          STATION DESCRIPTION
 PE2007
 PE2007'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (FLP)
 PE2007'STATION IS ON N SIDE OF N. POPPLESTONE LEDGE WHICH IS ABOUT 5
 PE2007'MILES SE OF STONINGTON.  STATION IS IN TOP CENTER OF WESTERLY
 PE2007'OF TWO LARGE PINK GRANITE BOULDERS ON BLACK LEDGE.  WEST BOULDER
 PE2007'HAS LARGE CHUNK OF BLACK LEDGE LEANING AGAINST S SIDE AND
 PE2007'PROJECTING ABOUT 3 FT ABOVE BOULDER.  STATION IS STANDARD DISK
 PE2007'CEMENTED IN DRILL HOLE.  TWO STANDARD DISK RMS WERE CEMENTED IN
 PE2007'DRILL HOLES AS FOLLOWS--NO. 1 IS N OF TRIANGULATION STATION AND
 PE2007'NO. 2 IS SE OF TRIANGULATION STATION.
 PE2007'
 PE2007'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1147 ***********************************************************************
 OC1147  DESIGNATION -  POR 1
 OC1147  PID         -  OC1147
 OC1147  STATE/COUNTY-  ME/CUMBERLAND
 OC1147  USGS QUAD   -  PORTLAND WEST (1978)
 OC1147
 OC1147                         *CURRENT SURVEY CONTROL
 OC1147  ___________________________________________________________________
 OC1147* NAD 83(1986)-  43 38 35.     (N)    070 16 54.     (W)     SCALED    
 OC1147* NAVD 88     -        13.852  (meters)      45.45   (feet)  ADJUSTED  
 OC1147  ___________________________________________________________________
 OC1147  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 OC1147  DYNAMIC HT  -          13.850 (meters)      45.44  (feet)  COMP
 OC1147  MODELED GRAV-     980,500.1   (mgal)                       NAVD 88
 OC1147
 OC1147  VERT ORDER  -  SECOND    CLASS I
 OC1147
 OC1147.The horizontal coordinates were scaled from a topographic map and have
 OC1147.an estimated accuracy of +/- 6 seconds.
 OC1147
 OC1147.The orthometric height was determined by differential leveling
 OC1147.and adjusted by the National Geodetic Survey in June 1991..
 OC1147
 OC1147.The geoid height was determined by GEOID03.
 OC1147
 OC1147.The dynamic height is computed by dividing the NAVD 88
 OC1147.geopotential number by the normal gravity value computed on the
 OC1147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1147.degrees latitude (g = 980.6199 gals.).
 OC1147
 OC1147.The modeled gravity was interpolated from observed gravity values.
 OC1147
 OC1147;                    North         East    Units  Estimated Accuracy
 OC1147;SPC ME W     -    89,960.      890,720.      MT  (+/- 180 meters Scaled)
 OC1147
 OC1147                          SUPERSEDED SURVEY CONTROL
 OC1147
 OC1147  NGVD 29 (??/??/92)   14.068  (m)           46.15   (f) ADJ UNCH    2 1
 OC1147
 OC1147.Superseded values are not recommended for survey control.
 OC1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1147.See file dsdata.txt to determine how the superseded data were derived.
 OC1147
 OC1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ966330(NAD 83)
 OC1147_MARKER: DD = SURVEY DISK
 OC1147_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC1147_SP_SET: BRIDGE
 OC1147_STAMPING: POR-1
 OC1147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC1147
 OC1147  HISTORY     - Date     Condition        Report By
 OC1147  HISTORY     - UNK      MONUMENTED       MEDT
 OC1147  HISTORY     - 1975     GOOD             MEDT
 OC1147
 OC1147                          STATION DESCRIPTION
 OC1147
 OC1147'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 OC1147'IN PORTLAND.
 OC1147'IN PORTLAND, ON U.S. HIGHWAY NO. 1 AT THE NORTHEAST END OF THE
 OC1147'VETERANS MEMORIAL BRIDGE OVER FORE RIVER.  A MAINE STATE HIGHWAY
 OC1147'COMMISSION AND JAMES W. SEWALL COMPANY BRASS DISK SET FLUSH IN THE
 OC1147'CONCRETE SIDEWALK ON THE UPSTREAM SIDE OF THE BRIDGE, 900 FEET, MORE
 OC1147'OR LESS, EAST OF THE EAST EDGE OF FORE RIVER, 73.3 FEET WEST FROM THE
 OC1147'NORTHEAST END NOSE OF THE GRANITE TRAFFIC ISLAND, 10.3 FEET SOUTHWEST
 OC1147'OF LIGHT POLE NO. 9/21 ML, 2.7 FEET SOUTH FROM THE 4-FOOT HIGH STEEL
 OC1147'FENCE AT EDGE OF BRIDGE, 36.9 FEET NORTH OF CENTERLINE OF THE TRAFFIC
 OC1147'ISLAND BETWEEN THE NORTHBOUND AND SOUTHBOUND LANE OF U.S. HIGHWAY NO.
 OC1147'1, 2 FEET NORTH FROM FACE OF CURB AND ABOUT 3.5 FEET WEST OF M.C.R.R.
 OC1147'UNDERPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 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-         -23.95  (meters)                     GEOID03
 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 GEOID03.
 PE1793
 PE1793;                    North         East     Units Scale Factor 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!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1793!SPC ME E     -   1.00000332  x   0.99990733  =   0.99991065
 PE1793!UTM  19      -   1.00000332  x   0.99965074  =   0.99965406
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK6423416780(NAD 83)
 PE1793_MARKER: DT = TOPOGRAPHIC STATION DISK
 PE1793_SETTING: 66 = SET IN ROCK OUTCROP
 PE1793_SP_SET: SET IN ROCK OUTCROP
 PE1793_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1793+STABILITY: POSITION/ELEVATION WELL
 PE1793
 PE1793  HISTORY     - Date     Condition        Report 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1149 ***********************************************************************
 OC1149  DESIGNATION -  POR 23
 OC1149  PID         -  OC1149
 OC1149  STATE/COUNTY-  ME/CUMBERLAND
 OC1149  USGS QUAD   -  PORTLAND WEST (1978)
 OC1149
 OC1149                         *CURRENT SURVEY CONTROL
 OC1149  ___________________________________________________________________
 OC1149* NAD 83(1986)-  43 39 25.     (N)    070 17 55.     (W)     SCALED    
 OC1149* NAVD 88     -        13.376  (meters)      43.88   (feet)  ADJUSTED  
 OC1149  ___________________________________________________________________
 OC1149  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 OC1149  DYNAMIC HT  -          13.375 (meters)      43.88  (feet)  COMP
 OC1149  MODELED GRAV-     980,497.5   (mgal)                       NAVD 88
 OC1149
 OC1149  VERT ORDER  -  SECOND    CLASS I
 OC1149
 OC1149.The horizontal coordinates were scaled from a topographic map and have
 OC1149.an estimated accuracy of +/- 6 seconds.
 OC1149
 OC1149.The orthometric height was determined by differential leveling
 OC1149.and adjusted by the National Geodetic Survey in June 1991..
 OC1149
 OC1149.The geoid height was determined by GEOID03.
 OC1149
 OC1149.The dynamic height is computed by dividing the NAVD 88
 OC1149.geopotential number by the normal gravity value computed on the
 OC1149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1149.degrees latitude (g = 980.6199 gals.).
 OC1149
 OC1149.The modeled gravity was interpolated from observed gravity values.
 OC1149
 OC1149;                    North         East    Units  Estimated Accuracy
 OC1149;SPC ME W     -    91,510.      889,360.      MT  (+/- 180 meters Scaled)
 OC1149
 OC1149                          SUPERSEDED SURVEY CONTROL
 OC1149
 OC1149  NGVD 29 (??/??/92)   13.59   (m)           44.6    (f) COMPUTED    2 1
 OC1149
 OC1149.Superseded values are not recommended for survey control.
 OC1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1149.See file dsdata.txt to determine how the superseded data were derived.
 OC1149
 OC1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ952345(NAD 83)
 OC1149_MARKER: DD = SURVEY DISK
 OC1149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC1149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OC1149_STAMPING: POR-23
 OC1149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC1149+STABILITY: SURFACE MOTION
 OC1149
 OC1149  HISTORY     - Date     Condition        Report By
 OC1149  HISTORY     - UNK      MONUMENTED       MEDT
 OC1149  HISTORY     - 1974     GOOD             MEDT
 OC1149
 OC1149                          STATION DESCRIPTION
 OC1149
 OC1149'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 OC1149'1.3 MI NW FROM PORTLAND.
 OC1149'ABOUT 1.3 MILES NORTHWEST ALONG THE MAINE CENTRAL RAILROAD TRACKS FROM
 OC1149'THE U.S. HIGHWAY NO. 1 BRIDGE OVER THE TRACKS AND FORE RIVER IN
 OC1149'PORTLAND, (ALSO ABOUT 0.65 MILES NORTHWEST OF I-295), A DISK SET FLUSH
 OC1149'IN A CONCRETE MONUMENT 51 FEET NORTH OF THE TRACKS AND 15 FEET ABOVE
 OC1149'THE TRACKS.  194.8 FEET SOUTH OF CMP POLE NO. 82, 49.08 FEET SOUTHWEST
 OC1149'OF CMP POLE NO. 140 AND 27.51 FEET NORTHWEST OF CMP POLE NO. 83. DISK
 OC1149'IS ALSO ABOUT 0.2 MILES SOUTHEAST ALONG MAINE CENTRAL RAILROAD TRACKS
 OC1149'FROM STATE HIGHWAY 9, 22 (CONGRESS STREET).  NOTE-- THE MAINE CENTRAL
 OC1149'RAILROAD TRACKS ARE THOSE ADJACENT TO FORE RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1162 ***********************************************************************
 OC1162  DESIGNATION -  POR 24
 OC1162  PID         -  OC1162
 OC1162  STATE/COUNTY-  ME/CUMBERLAND
 OC1162  USGS QUAD   -  PORTLAND WEST (1978)
 OC1162
 OC1162                         *CURRENT SURVEY CONTROL
 OC1162  ___________________________________________________________________
 OC1162* NAD 83(1986)-  43 40 17.     (N)    070 19 47.     (W)     SCALED    
 OC1162* NAVD 88     -        32.172  (meters)     105.55   (feet)  ADJUSTED  
 OC1162  ___________________________________________________________________
 OC1162  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 OC1162  DYNAMIC HT  -          32.168 (meters)     105.54  (feet)  COMP
 OC1162  MODELED GRAV-     980,493.8   (mgal)                       NAVD 88
 OC1162
 OC1162  VERT ORDER  -  SECOND    CLASS I
 OC1162
 OC1162.The horizontal coordinates were scaled from a topographic map and have
 OC1162.an estimated accuracy of +/- 6 seconds.
 OC1162
 OC1162.The orthometric height was determined by differential leveling
 OC1162.and adjusted by the National Geodetic Survey in June 1991..
 OC1162
 OC1162.The geoid height was determined by GEOID03.
 OC1162
 OC1162.The dynamic height is computed by dividing the NAVD 88
 OC1162.geopotential number by the normal gravity value computed on the
 OC1162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1162.degrees latitude (g = 980.6199 gals.).
 OC1162
 OC1162.The modeled gravity was interpolated from observed gravity values.
 OC1162
 OC1162;                    North         East    Units  Estimated Accuracy
 OC1162;SPC ME W     -    93,120.      886,850.      MT  (+/- 180 meters Scaled)
 OC1162
 OC1162                          SUPERSEDED SURVEY CONTROL
 OC1162
 OC1162  NGVD 29 (??/??/92)   32.389  (m)          106.26   (f) ADJ UNCH    2 1
 OC1162
 OC1162.Superseded values are not recommended for survey control.
 OC1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1162.See file dsdata.txt to determine how the superseded data were derived.
 OC1162
 OC1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ928362(NAD 83)
 OC1162_MARKER: DD = SURVEY DISK
 OC1162_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC1162_SP_SET: BRIDGE
 OC1162_STAMPING: POR-24
 OC1162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC1162
 OC1162  HISTORY     - Date     Condition        Report By
 OC1162  HISTORY     - UNK      MONUMENTED       MEDT
 OC1162  HISTORY     - 1975     GOOD             MEDT
 OC1162
 OC1162                          STATION DESCRIPTION
 OC1162
 OC1162'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 OC1162'IN PORTLAND.
 OC1162'ABOUT 0.8 MILES NORTHWESTERLY ALONG THE 4 LANE HIGHWAY LEADING THROUGH
 OC1162'TOLL GATE NO. 7 TO THE MAINE TURNPIKE FROM THE I-295 OVERPASS CROSSING
 OC1162'THE HIGHWAY IN SOUTH PORTLAND.  THENCE NORTHEASTERLY ALONG THE MAINE
 OC1162'TURNPIKE NORTHBOUND TO THE TURNPIKE BRIDGE OVER THE PORTLAND TERMINAL
 OC1162'RAILROAD TRACKS.  A DISK SET FLUSH AT THE NORTHEAST CORNER OF THE
 OC1162'BRIDGE, 31.4 FEET EAST OF THE WEST END OF THE NORTHERN EXPANSION JOINT
 OC1162'IN THE BRIDGE, 16.5 FEET EAST OF THE CENTERLINE OF THE MAINE TURNPIKE
 OC1162'NORTHBOUND, 12.5 FEET SOUTH OF THE NORTHEAST END OF THE CONCRETE GUARD
 OC1162'RAIL WALL, 0.5 FOOT NORTH OF THE NORTH END OF THE METAL GUARD RAIL AND
 OC1162'1.5 FEET ABOVE THE PAVEMENT AT THE CURB LINE ON EASTERLY SITE OF THE
 OC1162'BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1161 ***********************************************************************
 OC1161  DESIGNATION -  POR 25
 OC1161  PID         -  OC1161
 OC1161  STATE/COUNTY-  ME/CUMBERLAND
 OC1161  USGS QUAD   -  PORTLAND WEST (1978)
 OC1161
 OC1161                         *CURRENT SURVEY CONTROL
 OC1161  ___________________________________________________________________
 OC1161* NAD 83(1986)-  43 39 38.     (N)    070 19 55.     (W)     SCALED    
 OC1161* NAVD 88     -        25.898  (meters)      84.97   (feet)  ADJUSTED  
 OC1161  ___________________________________________________________________
 OC1161  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 OC1161  DYNAMIC HT  -          25.895 (meters)      84.96  (feet)  COMP
 OC1161  MODELED GRAV-     980,494.7   (mgal)                       NAVD 88
 OC1161
 OC1161  VERT ORDER  -  SECOND    CLASS I
 OC1161
 OC1161.The horizontal coordinates were scaled from a topographic map and have
 OC1161.an estimated accuracy of +/- 6 seconds.
 OC1161
 OC1161.The orthometric height was determined by differential leveling
 OC1161.and adjusted by the National Geodetic Survey in June 1991..
 OC1161
 OC1161.The geoid height was determined by GEOID03.
 OC1161
 OC1161.The dynamic height is computed by dividing the NAVD 88
 OC1161.geopotential number by the normal gravity value computed on the
 OC1161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1161.degrees latitude (g = 980.6199 gals.).
 OC1161
 OC1161.The modeled gravity was interpolated from observed gravity values.
 OC1161
 OC1161;                    North         East    Units  Estimated Accuracy
 OC1161;SPC ME W     -    91,910.      886,670.      MT  (+/- 180 meters Scaled)
 OC1161
 OC1161                          SUPERSEDED SURVEY CONTROL
 OC1161
 OC1161  NGVD 29 (??/??/92)   26.115  (m)           85.68   (f) ADJ UNCH    2 1
 OC1161
 OC1161.Superseded values are not recommended for survey control.
 OC1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1161.See file dsdata.txt to determine how the superseded data were derived.
 OC1161
 OC1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ926350(NAD 83)
 OC1161_MARKER: DD = SURVEY DISK
 OC1161_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC1161_SP_SET: OVERPASS
 OC1161_STAMPING: POR-25
 OC1161_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC1161
 OC1161  HISTORY     - Date     Condition        Report By
 OC1161  HISTORY     - UNK      MONUMENTED       MEDT
 OC1161  HISTORY     - 1975     GOOD             MEDT
 OC1161
 OC1161                          STATION DESCRIPTION
 OC1161
 OC1161'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 OC1161'IN PORTLAND.
 OC1161'ABOUT 0.8 MILES NORTHWESTERLY ALONG THE 4 LANE HIGHWAY LEADING THROUGH
 OC1161'TOLL GATE NO. 7 TO THE MAINE TURNPIKE FROM THE I-295 OVERPASS CROSSING
 OC1161'THE HIGHWAY IN SOUTH PORTLAND.  THENCE ABOUT 2 MILES NORTHEASTERLY
 OC1161'ALONG THE MAINE TURNPIKE NORTHBOUND TO THE WESTBROOK STREET OVERPASS
 OC1161'CROSSING THE MAINE TURNPIKE IN PORTLAND.  A DISK SET FLUSH IN THE
 OC1161'SIDEWALK ON THE NORTHWESTERLY END OF THE OVERPASS, 83 FEET NORTHWEST
 OC1161'OF THE CENTERLINE OF THE MAINE TURNPIKE SOUTHBOUND, 18 FEET NORTHEAST
 OC1161'OF THE CENTERLINE OF THE WESTBROOK STREET, 35 FEET NORTHEAST OF THE
 OC1161'WEST END OF THE SOUTHERNMOST SIDEWALK AND 13 FEET SOUTHEAST OF THE
 OC1161'WEST END OF THE NORTHERN MOST SIDEWALK AND ABOUT 10 INCHES ABOVE THE
 OC1161'PAVEMENT AT THE CURB LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1145 ***********************************************************************
 OC1145  DESIGNATION -  POR 4
 OC1145  PID         -  OC1145
 OC1145  STATE/COUNTY-  ME/CUMBERLAND
 OC1145  USGS QUAD   -  PORTLAND WEST (1978)
 OC1145
 OC1145                         *CURRENT SURVEY CONTROL
 OC1145  ___________________________________________________________________
 OC1145* NAD 83(1996)-  43 38 59.97662(N)    070 16 37.35882(W)     ADJUSTED  
 OC1145* NAVD 88     -        45.721  (meters)     150.00   (feet)  ADJUSTED  
 OC1145  ___________________________________________________________________
 OC1145  LAPLACE CORR-           3.72  (seconds)                    DEFLEC99
 OC1145  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 OC1145  DYNAMIC HT  -          45.716 (meters)     149.99  (feet)  COMP
 OC1145  MODELED GRAV-     980,500.0   (mgal)                       NAVD 88
 OC1145
 OC1145  HORZ ORDER  -  SECOND
 OC1145  VERT ORDER  -  SECOND    CLASS I
 OC1145
 OC1145.The horizontal coordinates were established by classical geodetic methods
 OC1145.and adjusted by the National Geodetic Survey in March 1998..
 OC1145
 OC1145.The orthometric height was determined by differential leveling
 OC1145.and adjusted by the National Geodetic Survey in June 1991..
 OC1145
 OC1145.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1145
 OC1145.The geoid height was determined by GEOID03.
 OC1145
 OC1145.The dynamic height is computed by dividing the NAVD 88
 OC1145.geopotential number by the normal gravity value computed on the
 OC1145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1145.degrees latitude (g = 980.6199 gals.).
 OC1145
 OC1145.The modeled gravity was interpolated from observed gravity values.
 OC1145
 OC1145;                    North         East     Units Scale Factor Converg.
 OC1145;SPC ME W     -    90,731.757   891,095.464   MT  0.99996764   -0 04 34.3
 OC1145;UTM  19      - 4,833,791.862   397,013.740   MT  0.99973046   -0 52 53.6
 OC1145
 OC1145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1145!SPC ME W     -   0.99999693  x   0.99996764  =   0.99996457
 OC1145!UTM  19      -   0.99999693  x   0.99973046  =   0.99972739
 OC1145
 OC1145:                Primary Azimuth Mark                     Grid Az
 OC1145:SPC ME W     -  GORHAM                                   259 43 35.2
 OC1145:UTM  19      -  GORHAM                                   260 31 54.5
 OC1145
 OC1145|---------------------------------------------------------------------|
 OC1145| PID    Reference Object                     Distance      Geod. Az  |
 OC1145|                                                           dddmmss.s |
 OC1145| OC1158 GORHAM                              APPROX. 5.0 KM 2593900.9 |
 OC1145| OC1939 GORHAM MUN TANK                     APPROX.14.4 KM 2834202.7 |
 OC1145| OC1940 GORHAM FIRST CONG CH SPIRE          APPROX.13.9 KM 2842611.2 |
 OC1145| OC1796 WESTBROOK STACK                     APPROX. 7.3 KM 3021453.5 |
 OC1145| OC1861 PORTLAND RAD STA WGAN W MAST        APPROX. 5.5 KM 3230501.2 |
 OC1145| OC1862 PORTLAND RAD STA WGAN E MAST        APPROX. 5.5 KM 3241444.2 |
 OC1145|---------------------------------------------------------------------|
 OC1145
 OC1145                          SUPERSEDED SURVEY CONTROL
 OC1145
 OC1145  NAD 83(1992)-  43 38 59.97526(N)    070 16 37.35971(W) AD(       ) 2
 OC1145  NAD 83(1986)-  43 38 59.98120(N)    070 16 37.36533(W) AD(       ) 2
 OC1145  NAD 27      -  43 38 59.68984(N)    070 16 39.20176(W) AD(       ) 2
 OC1145  NGVD 29 (??/??/92)   45.938  (m)          150.71   (f) ADJ UNCH    2 1
 OC1145
 OC1145.Superseded values are not recommended for survey control.
 OC1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1145.See file dsdata.txt to determine how the superseded data were derived.
 OC1145
 OC1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9701433792(NAD 83)
 OC1145_MARKER: DD = SURVEY DISK
 OC1145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC1145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OC1145_STAMPING: POR-4
 OC1145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC1145+STABILITY: SURFACE MOTION
 OC1145
 OC1145  HISTORY     - Date     Condition        Report By
 OC1145  HISTORY     - 1975     MONUMENTED       MEDT
 OC1145  HISTORY     - 1975     GOOD             MEDT
 OC1145
 OC1145                          STATION DESCRIPTION
 OC1145
 OC1145'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975 (RCA)
 OC1145'THE STATION IS LOCATED IN THE SOUTHWESTERN PART OF THE CITY OF
 OC1145'PORTLAND IN WEST PROMENADE CITY PARK ABOUT 1/4 MILE EAST OF FORE
 OC1145'RIVER, 1-1/2 MILES SOUTH-SOUTHWEST OF BACK COVE ON PROPERTY OWNED
 OC1145'BY THE CITY OF PORTLAND.
 OC1145'
 OC1145'TO REACH THE STATION FROM THE TRAFFIC ROTARY AT THE
 OC1145'NORTH(PORTLAND) END OF VETERANS MEMORIAL BRIDGE WHICH FORMS THE
 OC1145'INTERSECTION OF U.S. ROUTE 1, DANFORTH STREET, VALLEY STREET,
 OC1145'COMMERCIAL STREET AND ST. JOHN STREET.  TAKE THE DANFORTH STREET
 OC1145'EXIT, GO EAST ON DANFORTH STREET FOR 0.20 MILE TO JUNCTION OF
 OC1145'VAUGHN STREET AND WESTERN PROMENADE AVENUE, TURN LEFT ONTO
 OC1145'WESTERN PROMENADE AVENUE, GO NORTHERLY FOR 0.55 MILE TO A
 OC1145'PARKING AREA AND WOODEN BAND STAND ON THE LEFT, TURN LEFT AND
 OC1145'PARK.  WALK WESTERLY TO STATION NEAR THE EDGE OF A STEEP BANK.
 OC1145'
 OC1145'THE STATION IS A STANDARD MAINE STATE HIGHWAY COMMISSION AND
 OC1145'J.W.S. COMPANY DISK STAMPED POR 4, SET IN THE TOP OF A 6-INCH
 OC1145'SQUARE CONCRETE POST WHICH IS FLUSH WITH THE GROUND.  IT IS 32.0
 OC1145'FEET WEST OF A CONCRETE SIDEWALK, 37.5 FEET SOUTHWEST OF THE
 OC1145'JUNCTION OF ASPHALT AND CONCRETE SIDEWALKS, 29.6 FEET SOUTH OF A
 OC1145'14-INCH PINE AND 79.5 FEET WEST OF THE WOODEN BAND STAND.
 OC1145'
 OC1145'NO REFERENCE OR AZIMUTH MARKS WERE ESTABLISHED AT THIS TIME.
 OC1145'
 OC1145'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 OC1145
 OC1145                          STATION RECOVERY (1975)
 OC1145
 OC1145'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 OC1145'IN PORTLAND.
 OC1145'ABOUT 0.15 MILES SOUTHWESTERLY ALONG BROMHALL AND WESTERN PROMENADE
 OC1145'FROM THE MAIN ENTRANCE TO THE MAINE EYE AND EAR INFIRMARY TO THE PAVED
 OC1145'TURNOUT AND REST AREA ON WESTERLY SIDE OF WESTERN PROMENADE.  A DISK
 OC1145'SET FLUSH IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1 INCH ABOVE
 OC1145'THE LAWN BETWEEN BAND STAND AND THE TOP OF THE STEEP BANK. DISK IS
 OC1145'79.5 FEET WEST OF WOODEN BAND STAND, 18 FEET EAST OF TOP OF BANK, 32
 OC1145'FEET WEST OF CENTERLINE OF 8 FOOT CONCRETE SIDEWALK, 37.5 FEET
 OC1145'SOUTHWEST OF JUNCTION OF CONCRETE SIDEWALK AND BITUMINOUS SIDEWALK.
 OC1145'ALSO ABOUT 247 FEET WEST OF CENTERLINE OF WESTERN PROMENADE AND ABOUT
 OC1145'6.5 FEET BELOW THE SURFACE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0902 ***********************************************************************
 PD0902  DESIGNATION -  PORCUPINE 1860
 PD0902  PID         -  PD0902
 PD0902  STATE/COUNTY-  ME/WASHINGTON
 PD0902  USGS QUAD   -  WEST LUBEC (1975)
 PD0902
 PD0902                         *CURRENT SURVEY CONTROL
 PD0902  ___________________________________________________________________
 PD0902* NAD 83(1996)-  44 49 20.59927(N)    067 01 18.87627(W)     ADJUSTED  
 PD0902* NAVD 88     -        61.     (meters)     200.     (feet)  SCALED    
 PD0902  ___________________________________________________________________
 PD0902  LAPLACE CORR-           2.19  (seconds)                    DEFLEC99
 PD0902  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 PD0902
 PD0902  HORZ ORDER  -  THIRD
 PD0902
 PD0902.The horizontal coordinates were established by classical geodetic methods
 PD0902.and adjusted by the National Geodetic Survey in March 1998..
 PD0902
 PD0902.The orthometric height was scaled from a topographic map.
 PD0902
 PD0902.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0902
 PD0902.The geoid height was determined by GEOID03.
 PD0902
 PD0902;                    North         East     Units Scale Factor Converg.
 PD0902;SPC ME E     -   129,470.489   416,890.617   MT  1.00006797   +1 02 31.3
 PD0902;UTM  19      - 4,965,123.654   656,384.892   MT  0.99990074   +1 23 40.8
 PD0902
 PD0902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0902!SPC ME E     -   0.99999397  x   1.00006797  =   1.00006193
 PD0902!UTM  19      -   0.99999397  x   0.99990074  =   0.99989471
 PD0902
 PD0902:                Primary Azimuth Mark                     Grid Az
 PD0902:SPC ME E     -  LUBEC CHURCH SPIRE                       031 34 31.8
 PD0902:UTM  19      -  LUBEC CHURCH SPIRE                       031 13 22.3
 PD0902
 PD0902|---------------------------------------------------------------------|
 PD0902| PID    Reference Object                     Distance      Geod. Az  |
 PD0902|                                                           dddmmss.s |
 PD0902| PD0700 LUBEC CHURCH SPIRE                  APPROX. 5.0 KM 0323703.1 |
 PD0902|---------------------------------------------------------------------|
 PD0902
 PD0902                          SUPERSEDED SURVEY CONTROL
 PD0902
 PD0902  NAD 83(1992)-  44 49 20.59041(N)    067 01 18.88193(W) AD(       ) 3
 PD0902  NAD 83(1986)-  44 49 20.58764(N)    067 01 18.88309(W) AD(       ) 3
 PD0902  NAD 27      -  44 49 20.30100(N)    067 01 20.95900(W) AD(       ) 3
 PD0902
 PD0902.Superseded values are not recommended for survey control.
 PD0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0902.See file dsdata.txt to determine how the superseded data were derived.
 PD0902
 PD0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5638565124(NAD 83)
 PD0902_MARKER: DS = TRIANGULATION STATION DISK
 PD0902_SETTING: 80 = SET IN A BOULDER
 PD0902_SP_SET: SET IN DRILL HOLE IN A BOULDER
 PD0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0902+STABILITY: SURFACE MOTION
 PD0902
 PD0902  HISTORY     - Date     Condition        Report By
 PD0902  HISTORY     - 1860     MONUMENTED       CGS
 PD0902  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0902  HISTORY     - 1946     GOOD             IBC
 PD0902  HISTORY     - 1960     SEE DESCRIPTION  CGS
 PD0902
 PD0902                          STATION DESCRIPTION
 PD0902
 PD0902'DESCRIBED BY COAST AND GEODETIC SURVEY 1860 (COB)
 PD0902'ON A HIGH COMMANDING HILL KNOWN AS THAYER LEDGES, 1/2 MILE NW OF
 PD0902'PORCUPINE MOUNTAIN, ABOUT 3 MILES SW OF LUBEC, AND 7/8 MILE SE OF
 PD0902'THE ROAD FROM LUBEC TO WHITING.  THE STATION IS ABOUT 3 METERS S OF
 PD0902'THE HIGHEST POINT OF THE HILL.  SUMMIT OF HILL IS BARE, AND VIEW IS
 PD0902'UNOBSTRUCTED EXCEPT ON THE SE SIDE.
 PD0902'
 PD0902'TO REACH THE STATION FROM LUBEC, DRIVE W ON HIGHWAY 189, ABOUT 1.9
 PD0902'MILES TO ROAD LEADING SSE.  FOLLOW SSE ABOUT ONE MILE TO A SHARP
 PD0902'TURN IN THE ROAD, AND A FIELD ROAD LEADING IN A GENERAL SW DIRECTION
 PD0902'THROUGH THE BLUEBERRY BARRENS.  FOLLOW THIS ROAD 1 MILE TO THE S
 PD0902'SIDE OF THE HILL, AND WALK N TO SUMMIT AND STATION.
 PD0902'
 PD0902'STATION MARK IS A STANDARD BRONZE STATION DISK SET IN A DRILL HOLE
 PD0902'IN A BOULDER.
 PD0902
 PD0902                          STATION RECOVERY (1946)
 PD0902
 PD0902'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0902'STATION IS ON A HIGH COMMANDING HILL KNOWN AS THAYER LEDGES,
 PD0902'1/2 MILE NW OF PORCUPINE MOUNTAIN, ABOUT 3 MILES SW OF LUBEC,
 PD0902'AND 7/8 MILE SE OF THE ROAD FROM LUBEC TO WHITING.  THE STATION
 PD0902'IS ABOUT 3 METERS S OF THE HIGHEST POINT OF THE HILL.  SUMMIT
 PD0902'OF HILL IS BARE, AND VIEW IS UNOBSTRUCTED EXCEPT SE.  STATION
 PD0902'MARK IS A STANDARD BRONZE STATION DISK SET IN A DRILL HOLE
 PD0902'IN A BOULDER.
 PD0902'
 PD0902'TO REACH THE STATION FROM LUBEC, DRIVE W ON HIGHWAY 189,
 PD0902'ABOUT 1.9 MILES TO ROAD LEADING SSE.  FOLLOW SSE ABOUT ONE MILE
 PD0902'TO A SHARP TURN IN THE ROAD, AND A FIELD ROAD LEADING IN A GENERAL
 PD0902'SW DIRECTION THROUGH THE BLUEBERRY BARRENS.  FOLLOW THIS ROAD
 PD0902'1 MILE TO THE S SIDE OF THE HILL, AND WALK N TO SUMMIT AND
 PD0902'STATION.
 PD0902
 PD0902                          STATION RECOVERY (1946)
 PD0902
 PD0902'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 PD0902'RECOVERED IN GOOD CONDITION.
 PD0902
 PD0902                          STATION RECOVERY (1960)
 PD0902
 PD0902'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GCR)
 PD0902'THE STATION WAS RECOVERED, THE DISK AS BEEN REMOVED AND THE
 PD0902'SHANK OF DISK REMAINS, THE 1946 DESCRIPTION IS ADEQUATE, DUE TO
 PD0902'A CHANGE IN LAND MARKS AND ROADS A NEW TO REACH FOLLOWS.
 PD0902'
 PD0902'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE INTERSECTION
 PD0902'OF GOVERNMENT ST. AND MAIN STREET IN SOUTHWEST EDGE OF LUBEC,
 PD0902'GO SOUTHWEST ON STATE HIGHWAY 189 FOR 1.7 MILES TO
 PD0902'CROSSROADS.  TURN LEFT AT CROSSROADS AND GO SOUTHEASTERLY ON
 PD0902'GRAVEL ROAD FOR 1.0 MILE TO FORK, KEEP RIGHT FORK AND GO
 PD0902'SOUTHERLY ON MAIN TRAVELED ROAD FOR 0.55 MILE TO FORK, KEEP
 PD0902'RIGHT FOR AND GO SOUTHERLY ON TRACK ROAD FOR 0.6 MILE TO
 PD0902'CLEARED AREA AT TOP OF RIDGE AND END OF TRUCK TRAVEL.  HERE
 PD0902'BEAR RIGHT AND FOLLOW DIM FOOT TRAIL THROUGH WOODS TO TOP OF
 PD0902'RIDGE AND STATION ON THE HIGHEST POINT OF RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0447 ***********************************************************************
 OB0447  DESIGNATION -  PORT
 OB0447  PID         -  OB0447
 OB0447  STATE/COUNTY-  ME/LINCOLN
 OB0447  USGS QUAD   -  WESTPORT (1970)
 OB0447
 OB0447                         *CURRENT SURVEY CONTROL
 OB0447  ___________________________________________________________________
 OB0447* NAD 83(1996)-  43 54 10.30811(N)    069 41 32.98539(W)     ADJUSTED  
 OB0447* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 OB0447  ___________________________________________________________________
 OB0447  LAPLACE CORR-           2.52  (seconds)                    DEFLEC99
 OB0447  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 OB0447
 OB0447  HORZ ORDER  -  THIRD
 OB0447
 OB0447.The horizontal coordinates were established by classical geodetic methods
 OB0447.and adjusted by the National Geodetic Survey in March 1998..
 OB0447
 OB0447.The orthometric height was scaled from a topographic map.
 OB0447
 OB0447.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0447
 OB0447.The geoid height was determined by GEOID03.
 OB0447
 OB0447;                    North         East     Units Scale Factor Converg.
 OB0447;SPC ME W     -   118,930.036   938,092.169   MT  0.99998451   +0 19 43.7
 OB0447;UTM  19      - 4,861,317.227   444,389.199   MT  0.99963804   -0 28 48.8
 OB0447
 OB0447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0447!SPC ME W     -   1.00000217  x   0.99998451  =   0.99998668
 OB0447!UTM  19      -   1.00000217  x   0.99963804  =   0.99964021
 OB0447
 OB0447:                Primary Azimuth Mark                     Grid Az
 OB0447:SPC ME W     -  POINT 1950                               009 52 29.7
 OB0447:UTM  19      -  POINT 1950                               010 41 02.2
 OB0447
 OB0447|---------------------------------------------------------------------|
 OB0447| PID    Reference Object                     Distance      Geod. Az  |
 OB0447|                                                           dddmmss.s |
 OB0447| OB0450 POINT 1950                          APPROX. 2.1 KM 0101213.4 |
 OB0447| CE8388 PORT RM 1                             8.464 METERS 26332     |
 OB0447| CE8389 PORT RM 2                             8.547 METERS 34737     |
 OB0447|---------------------------------------------------------------------|
 OB0447
 OB0447                          SUPERSEDED SURVEY CONTROL
 OB0447
 OB0447  NAD 83(1992)-  43 54 10.30777(N)    069 41 32.98210(W) AD(       ) 3
 OB0447  NAD 83(1986)-  43 54 10.31306(N)    069 41 32.98764(W) AD(       ) 3
 OB0447  NAD 27      -  43 54 10.01400(N)    069 41 34.81300(W) AD(       ) 3
 OB0447
 OB0447.Superseded values are not recommended for survey control.
 OB0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0447.See file dsdata.txt to determine how the superseded data were derived.
 OB0447
 OB0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ4438961317(NAD 83)
 OB0447_MARKER: Z = SEE DESCRIPTION
 OB0447_SETTING: 0 = UNSPECIFIED SETTING
 OB0447
 OB0447  HISTORY     - Date     Condition        Report By
 OB0447  HISTORY     - 1950     MONUMENTED       CGS
 OB0447
 OB0447                          STATION DESCRIPTION
 OB0447
 OB0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WFM)
 OB0447'STATION IS ON THE E SIDE OF WESTPORT ISLAND, ABOUT 1-1/3 MILES S
 OB0447'OF FOWLE POINT, AND ABOUT 80 YARDS S OF A SMALL POINT OF LAND
 OB0447'PROJECTING N.  IT IS ON A ROCK LEDGE AT THE HIGH-WATER LINE AND
 OB0447'IS A BRONZE DISK CEMENTED IN A DRILL HOLE IN ROCK LEDGE.
 OB0447'REFERENCE MARKS ARE BRONZE DISKS CEMENTED IN DRILL HOLES IN ROCK
 OB0447'LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0657 ***********************************************************************
 PD0657  DESIGNATION -  PORT
 PD0657  PID         -  PD0657
 PD0657  STATE/COUNTY-  ME/WASHINGTON
 PD0657  USGS QUAD   -  EASTPORT (1977)
 PD0657
 PD0657                         *CURRENT SURVEY CONTROL
 PD0657  ___________________________________________________________________
 PD0657* NAD 83(1996)-  44 54 31.27640(N)    066 59 00.71779(W)     ADJUSTED  
 PD0657* NAVD 88     -                                                        
 PD0657  ___________________________________________________________________
 PD0657  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 PD0657  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 PD0657
 PD0657  HORZ ORDER  -  THIRD
 PD0657
 PD0657.The horizontal coordinates were established by classical geodetic methods
 PD0657.and adjusted by the National Geodetic Survey in March 1998..
 PD0657
 PD0657
 PD0657.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0657
 PD0657.The geoid height was determined by GEOID03.
 PD0657
 PD0657;                    North         East     Units Scale Factor Converg.
 PD0657;SPC ME E     -   139,115.828   419,746.500   MT  1.00007627   +1 04 14.6
 PD0657;UTM  19      - 4,974,784.796   659,180.851   MT  0.99991158   +1 25 26.0
 PD0657
 PD0657                          SUPERSEDED SURVEY CONTROL
 PD0657
 PD0657  NAD 83(1992)-  44 54 31.26604(N)    066 59 00.71932(W) AD(       ) 3
 PD0657  NAD 83(1986)-  44 54 31.26438(N)    066 59 00.71653(W) AD(       ) 3
 PD0657  NGVD 29 (09/20/87)    8.2    (m)           27.     (f) VERT ANG       
 PD0657
 PD0657.Superseded values are not recommended for survey control.
 PD0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0657.See file dsdata.txt to determine how the superseded data were derived.
 PD0657
 PD0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5918174785(NAD 83)
 PD0657_MARKER: DD = SURVEY DISK
 PD0657_SETTING: 66 = SET IN ROCK OUTCROP
 PD0657_SP_SET: SET IN A ROCK LEDGE
 PD0657_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0657_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0657+STABILITY: POSITION/ELEVATION WELL
 PD0657
 PD0657  HISTORY     - Date     Condition        Report By
 PD0657  HISTORY     - 1986     MONUMENTED       NOS
 PD0657  HISTORY     - 20021005 POOR             INDIV
 PD0657
 PD0657                          STATION DESCRIPTION
 PD0657
 PD0657'DESCRIBED BY NATIONAL OCEAN SERVICE 1986 (WVH)
 PD0657'THE STATION IS LOCATED NORTH OF THE MOST NORTHERN COVERED WHARF IN
 PD0657'EASTPORT, ME ON A ROCK CLIFF.
 PD0657'
 PD0657'TO REACH, FROM THE POST OFFICE PROCEED N ON WATER STREET .05 MILE
 PD0657'AND TURN RIGHT ONTO THE MUNICIPAL PIER PARKING LOT AND THEN
 PD0657'IMMEDIATELY LEFT ONTO THE FIRST ALLEY WAY.  PROCEED 0.15 MILE ALONG
 PD0657'THE ALLEY TO THE LEFT TURN IN THE ROAD AND PROCEED STRAIGHT TOWARD
 PD0657'THE CAPE COD STYLE HOUSE AHEAD.  STATION IS APPROX. 150 FEET TO THE
 PD0657'EAST TO A BLUFF.
 PD0657'
 PD0657'THE STATION IS A NOS BRONZE DISK STAMPED---8519205---,CEMENTED
 PD0657'IN A DRILL HOLE IN BEDROCK.
 PD0657'
 PD0657'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 PD0657'DESCRIBED BY J. G. FREDERICK.
 PD0657
 PD0657                          STATION RECOVERY (2002)
 PD0657
 PD0657'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002
 PD0657'THE ABOVE BRASS MARKER HAS BEEN REMOVED ALTHOUGH THE HOLE IN THE ROCK
 PD0657'LEDGE WHERE IT WAS LOCATED IS CLEARLY IDENTIFABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2589 ***********************************************************************
 PE2589  DESIGNATION -  PORT
 PE2589  PID         -  PE2589
 PE2589  STATE/COUNTY-  ME/WALDO
 PE2589  USGS QUAD   -  SEARSPORT (1988)
 PE2589
 PE2589                         *CURRENT SURVEY CONTROL
 PE2589  ___________________________________________________________________
 PE2589* NAD 83(1996)-  44 27 04.15398(N)    068 53 54.33102(W)     ADJUSTED  
 PE2589* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 PE2589  ___________________________________________________________________
 PE2589  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 PE2589  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 PE2589
 PE2589  HORZ ORDER  -  THIRD
 PE2589
 PE2589.The horizontal coordinates were established by classical geodetic methods
 PE2589.and adjusted by the National Geodetic Survey in March 1998..
 PE2589
 PE2589.The orthometric height was scaled from a topographic map.
 PE2589
 PE2589.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2589
 PE2589.The geoid height was determined by GEOID03.
 PE2589
 PE2589;                    North         East     Units Scale Factor Converg.
 PE2589;SPC ME E     -    87,235.530   268,290.134   MT  0.99991236   -0 16 44.5
 PE2589;UTM  19      - 4,921,988.512   508,081.700   MT  0.99960080   +0 04 16.1
 PE2589
 PE2589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2589!SPC ME E     -   1.00000360  x   0.99991236  =   0.99991596
 PE2589!UTM  19      -   1.00000360  x   0.99960080  =   0.99960440
 PE2589
 PE2589                          SUPERSEDED SURVEY CONTROL
 PE2589
 PE2589  NAD 83(1992)-  44 27 04.15569(N)    068 53 54.30967(W) AD(       ) 3
 PE2589  NAD 83(1986)-  44 27 04.16009(N)    068 53 54.31291(W) AD(       ) 3
 PE2589
 PE2589.Superseded values are not recommended for survey control.
 PE2589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2589.See file dsdata.txt to determine how the superseded data were derived.
 PE2589
 PE2589_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK0808221989(NAD 83)
 PE2589_MARKER: DD = SURVEY DISK
 PE2589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE2589_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PE2589_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE2589+STABILITY: SURFACE MOTION
 PE2589
 PE2589  HISTORY     - Date     Condition        Report By
 PE2589  HISTORY     - 1983     MONUMENTED       NOS
 PE2589
 PE2589                          STATION DESCRIPTION
 PE2589
 PE2589'DESCRIBED BY NATIONAL OCEAN SERVICE 1983 (RST)
 PE2589'THE STATION IS LOCATED AT THE SEARSPORT TERMINAL OF THE SPRAGUE
 PE2589'ENERGY COMPANY ON THE COAL UNLOADING DOCK.
 PE2589'
 PE2589'TO REACH THE STATION FROM THE POST OFFICE IN SEARSPORT, MAINE,
 PE2589'GO NORTH ON US 1 FOR 1.3 KM (0.8 MI) TO TRUNDY ROAD.  TURN RIGHT
 PE2589'AND PROCEED FOR 1.5 KM (0.9 MI) TO RAILROAD TRACKS AND TO THE
 PE2589'SEARSPORT TERMINAL OF THE SPRAGUE ENERGY COMPANYS ONE STORY
 PE2589'WEIGH STATION BUILDING.  FROM HERE PROCEED TO THE COAL DOCK AND
 PE2589'TO THE STATION.
 PE2589'
 PE2589'THE STATION IS A STANDARD NOS DISK
 PE2589'STAMPED---PORT 1983---,
 PE2589'SET FLUSH IN THE CENTER OF A 0.55 METER BY 0.75 METER CONCRETE
 PE2589'BLOCK WHICH FORMERLY HARBORED A CLEAT.  THE CONCRETE BLOCK
 PE2589'PROJECTS 8 CM ABOVE THE SURFACE OF THE PIER AND IS ON THE
 PE2589'EXTREME WSW EDGE OF A COAL PIER WITH 3 LARGE UNLOADING CRANES.
 PE2589'IT IS LOCATED
 PE2589'11.8 METERS (38.7 FT) WEST FROM THE COAL UNLOADING PLATFORM,
 PE2589'7.0 METERS (23 FT) WEST FROM WHERE THE CONCRETE AND ASPHALT
 PE2589'PORTIONS OF THE PIER MEET THE WOODEN PART OF THE PIER, AND
 PE2589'1.2 METER (3.9 FT) EAST-NORTHEAST FROM THE WSW EDGE OF THE
 PE2589'CONCRETE AND ASPHALT PORTION OF THE DOCK.
 PE2589'
 PE2589'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.46 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0698 ***********************************************************************
 RF0698  DESIGNATION -  PORTAGE
 RF0698  PID         -  RF0698
 RF0698  STATE/COUNTY-  ME/AROOSTOOK
 RF0698  USGS QUAD   -  PORTAGE LAKE EAST (1986)
 RF0698
 RF0698                         *CURRENT SURVEY CONTROL
 RF0698  ___________________________________________________________________
 RF0698* NAD 83(1996)-  46 46 36.21173(N)    068 28 08.51038(W)     ADJUSTED  
 RF0698* NAVD 88     -       322.     (meters)    1056.     (feet)  SCALED    
 RF0698  ___________________________________________________________________
 RF0698  LAPLACE CORR-           4.40  (seconds)                    DEFLEC99
 RF0698  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 RF0698
 RF0698  HORZ ORDER  -  FIRST
 RF0698
 RF0698.The horizontal coordinates were established by classical geodetic methods
 RF0698.and adjusted by the National Geodetic Survey in March 1998..
 RF0698
 RF0698.The orthometric height was scaled from a topographic map.
 RF0698
 RF0698.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0698
 RF0698.The geoid height was determined by GEOID03.
 RF0698
 RF0698;                    North         East     Units Scale Factor Converg.
 RF0698;SPC ME E     -   345,605.741   302,364.962   MT  0.99990007   +0 01 21.2
 RF0698;UTM  19      - 5,180,489.775   540,535.068   MT  0.99962019   +0 23 12.9
 RF0698
 RF0698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0698!SPC ME E     -   0.99995329  x   0.99990007  =   0.99985337
 RF0698!UTM  19      -   0.99995329  x   0.99962019  =   0.99957350
 RF0698
 RF0698|---------------------------------------------------------------------|
 RF0698| PID    Reference Object                     Distance      Geod. Az  |
 RF0698|                                                           dddmmss.s |
 RF0698| DA5555 PORTAGE RM 1                          6.580 METERS 04548     |
 RF0698| DA5554 PORTAGE AZ MK                                      1560659.1 |
 RF0698| DA5556 PORTAGE RM 2                         20.025 METERS 15946     |
 RF0698|---------------------------------------------------------------------|
 RF0698
 RF0698                          SUPERSEDED SURVEY CONTROL
 RF0698
 RF0698  NAD 83(1992)-  46 46 36.20661(N)    068 28 08.50435(W) AD(       ) 1
 RF0698  NAD 83(1986)-  46 46 36.20835(N)    068 28 08.50691(W) AD(       ) 1
 RF0698  NAD 27      -  46 46 36.06100(N)    068 28 10.35400(W) AD(       ) 1
 RF0698
 RF0698.Superseded values are not recommended for survey control.
 RF0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0698.See file dsdata.txt to determine how the superseded data were derived.
 RF0698
 RF0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM4053580490(NAD 83)
 RF0698
 RF0698  HISTORY     - Date     Condition        Report By
 RF0698  HISTORY     - 1941     MONUMENTED       CGS
 RF0698  HISTORY     - 1988     GOOD             USAF
 RF0698
 RF0698                          STATION DESCRIPTION
 RF0698
 RF0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 RF0698'STATION IS LOCATED ON THE SUMMIT OF A HILL THAT IS COVERED BY
 RF0698'BRUSH EXCEPT A SMALL PLOT ON THE S SIDE WHICH HAS BEEN
 RF0698'CULTIVATED.  IT IS ABOUT 1.25 MILES N OF THE VILLAGE OF PORTAGE
 RF0698'AND ABOUT 750 FEET W OF STATE HIGHWAY 11, ON THE PROPERTY OF
 RF0698'HUGH HAYWOOD.
 RF0698'
 RF0698'STATION IS MARKED BY A U.S. GEOLOGICAL SURVEY BRONZE DISK
 RF0698'(UNSTAMPED) SET IN BEDROCK.  ELEVATION BY U.S.G.S. MAP IS 1,057
 RF0698'FEET.
 RF0698'
 RF0698'NO UNDERGROUND MARK WAS SET.
 RF0698'
 RF0698'REFERENCE AND AZIMUTH MARKS ARE STANDARD U.S.C. AND G.S. BRONZE
 RF0698'DISKS SET IN DRILL HOLES IN OUTCROPPING BEDROCK.
 RF0698'
 RF0698'REFERENCE MARKS ARE STAMPED PORTAGE (USGS) 1941.
 RF0698'
 RF0698'AZIMUTH MARK IS 0.15 MILE S OF THE LANE LEADING INTO STATION,
 RF0698'ABOUT 145 FEET E OF THE CENTER OF THE HIGHWAY, AT A POINT OPPOSITE
 RF0698'A LONE TREE BETWEEN TELEPHONE POLES NOS. 471 AND 472.  MARK IS
 RF0698'IN PASTURE LAND ABOUT LEVEL WITH SURFACE OF GROUND.  DISK IS
 RF0698'STAMPED PORTAGE (USGS) 1941.
 RF0698'
 RF0698'STATION IS REACHED FROM THE POST OFFICE IN PORTAGE BY GOING
 RF0698'NORTHEASTERLY ON STATE HIGHWAY 11 FOR 1.2 MILES TO A SHINGLED
 RF0698'HOUSE ON THE W SIDE OF THE ROAD.  FROM HERE PROCEED NW ABOUT
 RF0698'1,000 FEET TO TOP OF HILL AND STATION.
 RF0698
 RF0698                          STATION RECOVERY (1988)
 RF0698
 RF0698'RECOVERY NOTE BY US AIR FORCE 1988 (WJ)
 RF0698'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1025 ***********************************************************************
 PD1025  DESIGNATION -  PORTER 1885
 PD1025  PID         -  PD1025
 PD1025  STATE/COUNTY-  ME/WASHINGTON
 PD1025  USGS QUAD   -  MACHIAS (1977)
 PD1025
 PD1025                         *CURRENT SURVEY CONTROL
 PD1025  ___________________________________________________________________
 PD1025* NAD 83(1996)-  44 42 45.24815(N)    067 27 11.50526(W)     ADJUSTED  
 PD1025* NAVD 88     -        44.     (meters)     144.     (feet)  SCALED    
 PD1025  ___________________________________________________________________
 PD1025  LAPLACE CORR-           5.23  (seconds)                    DEFLEC99
 PD1025  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 PD1025
 PD1025  HORZ ORDER  -  THIRD
 PD1025
 PD1025.The horizontal coordinates were established by classical geodetic methods
 PD1025.and adjusted by the National Geodetic Survey in March 1998..
 PD1025
 PD1025.The orthometric height was scaled from a topographic map.
 PD1025
 PD1025.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1025
 PD1025.The geoid height was determined by GEOID03.
 PD1025
 PD1025;                    North         East     Units Scale Factor Converg.
 PD1025;SPC ME E     -   116,737.887   382,940.569   MT  0.99998457   +0 44 11.5
 PD1025;UTM  19      - 4,952,184.951   622,519.981   MT  0.99978459   +1 05 18.2
 PD1025
 PD1025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD1025!SPC ME E     -   0.99999674  x   0.99998457  =   0.99998131
 PD1025!UTM  19      -   0.99999674  x   0.99978459  =   0.99978133
 PD1025
 PD1025:                Primary Azimuth Mark                     Grid Az
 PD1025:SPC ME E     -  INDIAN HILL RESET                        359 55 16.5
 PD1025:UTM  19      -  INDIAN HILL RESET                        359 34 09.8
 PD1025
 PD1025|---------------------------------------------------------------------|
 PD1025| PID    Reference Object                     Distance      Geod. Az  |
 PD1025|                                                           dddmmss.s |
 PD1025| PD1026 INDIAN HILL RESET                   APPROX. 2.9 KM 0003928.0 |
 PD1025|---------------------------------------------------------------------|
 PD1025
 PD1025                          SUPERSEDED SURVEY CONTROL
 PD1025
 PD1025  NAD 83(1992)-  44 42 45.24427(N)    067 27 11.50263(W) AD(       ) 3
 PD1025  NAD 83(1986)-  44 42 45.24034(N)    067 27 11.50487(W) AD(       ) 3
 PD1025  NAD 27      -  44 42 44.96000(N)    067 27 13.54000(W) AD(       ) 3
 PD1025
 PD1025.Superseded values are not recommended for survey control.
 PD1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1025.See file dsdata.txt to determine how the superseded data were derived.
 PD1025
 PD1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK2252052185(NAD 83)
 PD1025
 PD1025  HISTORY     - Date     Condition        Report By
 PD1025  HISTORY     - 1885     MONUMENTED       CGS
 PD1025  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD1025
 PD1025                          STATION DESCRIPTION
 PD1025
 PD1025'DESCRIBED BY COAST AND GEODETIC SURVEY 1885 (CHB)
 PD1025'STATION IS ON A ROCKY HILL IN MACHIAS VILLAGE ON THE S SIDE OF
 PD1025'MACHIAS RIVER AND ABOUT 200 METERS SE OF THE BRIDGE.  THE LAND
 PD1025'BELONGS TO HALWAY ESTATE.  THE STATION IS MARKED BY A HOLE DRILLED
 PD1025'IN THE ROCK.
 PD1025
 PD1025                          STATION RECOVERY (1946)
 PD1025
 PD1025'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD1025'THE STATION WAS SEARCHED FOR BY TWO MEN FOR OVER ONE HOUR, BUT
 PD1025'NO EVIDENCE OF THE DRILL HOLE MARKING THE STATION COULD BE
 PD1025'FOUND.  ALL THE ROCK IN THIS AREA HAS CRUMBLED ON TOP, WHICH
 PD1025'RENDERED THE SEARCH DIFFICULT.
 PD1025'
 PD1025'IT IS RECOMMENDED THAT THIS STATION BE CLASSIFIED AS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0720 ***********************************************************************
 RE0720  DESIGNATION -  PORTER GSC
 RE0720  PID         -  RE0720
 RE0720  STATE/COUNTY-  ME/AROOSTOOK
 RE0720  USGS QUAD   -  MONTICELLO (1984)
 RE0720
 RE0720                         *CURRENT SURVEY CONTROL
 RE0720  ___________________________________________________________________
 RE0720* NAD 83(1996)-  46 19 20.34796(N)    067 49 14.46985(W)     ADJUSTED  
 RE0720* NAVD 88     -       184.9    (meters)     607.     (feet)  VERTCON   
 RE0720  ___________________________________________________________________
 RE0720  LAPLACE CORR-           2.91  (seconds)                    DEFLEC99
 RE0720  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 RE0720
 RE0720  HORZ ORDER  -  SECOND
 RE0720
 RE0720.The horizontal coordinates were established by classical geodetic methods
 RE0720.and adjusted by the National Geodetic Survey in March 1998..
 RE0720
 RE0720.The NAVD 88 height was computed by applying the VERTCON shift value to
 RE0720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RE0720
 RE0720.The Laplace correction was computed from DEFLEC99 derived deflections.
 RE0720
 RE0720.The geoid height was determined by GEOID03.
 RE0720
 RE0720;                    North         East     Units Scale Factor Converg.
 RE0720;SPC ME E     -   295,321.839   352,310.225   MT  0.99993363   +0 29 28.7
 RE0720;UTM  19      - 5,130,536.118   590,785.034   MT  0.99970131   +0 51 10.7
 RE0720
 RE0720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RE0720!SPC ME E     -   0.99997469  x   0.99993363  =   0.99990832
 RE0720!UTM  19      -   0.99997469  x   0.99970131  =   0.99967600
 RE0720
 RE0720:                Primary Azimuth Mark                     Grid Az
 RE0720:SPC ME E     -  MONTICELLO GSC                           306 31 04.5
 RE0720:UTM  19      -  MONTICELLO GSC                           306 09 22.5
 RE0720
 RE0720|---------------------------------------------------------------------|
 RE0720| PID    Reference Object                     Distance      Geod. Az  |
 RE0720|                                                           dddmmss.s |
 RE0720| RE0721 MONTICELLO GSC                      APPROX. 3.8 KM 3070033.2 |
 RE0720|---------------------------------------------------------------------|
 RE0720
 RE0720                          SUPERSEDED SURVEY CONTROL
 RE0720
 RE0720  NAD 83(1992)-  46 19 20.34438(N)    067 49 14.46742(W) AD(       ) 2
 RE0720  NAD 83(1986)-  46 19 20.34312(N)    067 49 14.48394(W) AD(       ) 2
 RE0720  NAD 27      -  46 19 20.17600(N)    067 49 16.41000(W) AD(       ) 2
 RE0720  NGVD 29 (07/19/86)  185.1    (m)          607.     (f) VERT ANG       
 RE0720
 RE0720.Superseded values are not recommended for survey control.
 RE0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0720.See file dsdata.txt to determine how the superseded data were derived.
 RE0720
 RE0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM9078530536(NAD 83)
 RE0720_MARKER: B = BOLT
 RE0720_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 RE0720_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 RE0720_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RE0720
 RE0720  HISTORY     - Date     Condition        Report By
 RE0720  HISTORY     - 1916     MONUMENTED       GSC
 RE0720
 RE0720                          STATION DESCRIPTION
 RE0720
 RE0720'DESCRIBED BY GEODETIC SURVEY OF CANADA 1916 (JLR)
 RE0720'IN MONTICELLO TOWNSHIP, ON LOT 68, ON LAND OWNED BY MRS BURLEIGH
 RE0720'PORTER.  THE STATION LIES ON THE SOUTHERLY SLOPE OF A RISE ABOUT 300
 RE0720'FEET SOUTH OF END 4 FEET LOWER THAN THE TOP OF THE HILL, ON THE NORTH
 RE0720'SIDE OF A LARGE STONE PILE IN A CULTIVATED FIELD, ONE - FOURTH MILE
 RE0720'NORTH OF MRS PORTERS HOUSE.
 RE0720'
 RE0720'STATION MARK--STANDARD BOLT OF THE GEODETIC SURVEY OF CANADA SET IN
 RE0720'AN IRREGULAR MASS OF CONCRETE WHOSE BOTTOM IS ABOUT 3-1/2 FEET AND
 RE0720'TOP ABOUT 1 FOOT BELOW THE SURFACE OF THE GROUND.  A PYRAMID OF
 RE0720'BOULDERS, RISING A FOOT OR TWO ABOVE THE SURFACE, WAS ERECTED OVER
 RE0720'THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2265 ***********************************************************************
 PE2265  DESIGNATION -  PORTERFIELD LEDGE BEACON
 PE2265  PID         -  PE2265
 PE2265  STATE/COUNTY-  ME/KNOX
 PE2265  USGS QUAD   -  CAMDEN (1991)
 PE2265
 PE2265                         *CURRENT SURVEY CONTROL
 PE2265  ___________________________________________________________________
 PE2265* NAD 83(1996)-  44 09 14.58015(N)    069 03 41.29720(W)     ADJUSTED  
 PE2265* NAVD 88     -                                                        
 PE2265  ___________________________________________________________________
 PE2265  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 PE2265  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 PE2265
 PE2265  HORZ ORDER  -  THIRD
 PE2265
 PE2265.The horizontal coordinates were established by classical geodetic methods
 PE2265.and adjusted by the National Geodetic Survey in March 1998..
 PE2265
 PE2265
 PE2265.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2265
 PE2265.The geoid height was determined by GEOID03.
 PE2265
 PE2265;                    North         East     Units Scale Factor Converg.
 PE2265;SPC ME E     -    54,301.285   255,087.666   MT  0.99992480   -0 23 28.0
 PE2265;UTM  19      - 4,888,984.908   495,084.351   MT  0.99960030   -0 02 34.2
 PE2265
 PE2265                          SUPERSEDED SURVEY CONTROL
 PE2265
 PE2265  NAD 83(1992)-  44 09 14.58546(N)    069 03 41.27745(W) AD(       ) 4
 PE2265  NAD 83(1986)-  44 09 14.58956(N)    069 03 41.28509(W) AD(       ) 4
 PE2265  NAD 27      -  44 09 14.30600(N)    069 03 43.15100(W) AD(       ) 3
 PE2265
 PE2265.Superseded values are not recommended for survey control.
 PE2265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2265.See file dsdata.txt to determine how the superseded data were derived.
 PE2265
 PE2265_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ9508488985(NAD 83)
 PE2265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE2265+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2001
 PE2265
 PE2265  HISTORY     - Date     Condition        Report By
 PE2265  HISTORY     - UNK      MONUMENTED
 PE2265  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2265  HISTORY     - 20011103 GOOD             USPSQD
 PE2265  HISTORY     - 20011107 GOOD             USPSQD
 PE2265
 PE2265                          STATION DESCRIPTION
 PE2265
 PE2265'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2265'COMPLETE NEW DESCRIPTION--
 PE2265'
 PE2265'THE BEACON IS NOW A PYRAMIDAL STONE STRUCTURE.  THE BLACK
 PE2265'BARREL ON END OF MAST, WHICH WAS ON TOP OF THE STRUCTURE, IS
 PE2265'NOW GONE.  THE CENTER OF THE STRUCTURE WAS LOCATED AS THE
 PE2265'STATION.
 PE2265'
 PE2265'AIR PHOTO PARTY VERIFIES POSITION.  HOWEVER, SINCE THE
 PE2265'ORIGINAL OBJECT (SPINDLE) HAS BEEN DESTROYED, THE STATION
 PE2265'SHOULD BE CONSIDERED LOST.
 PE2265
 PE2265                          STATION RECOVERY (2001)
 PE2265
 PE2265'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 PE2265'ATLANTIC COAST LIGHT LIST 2001 NUMBER 4270
 PE2265
 PE2265                          STATION RECOVERY (2001)
 PE2265
 PE2265'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 PE2265'2001 ATLANTIC COAST LIGHT LIST VOL 1 NUMBER 4270 DAYBEACON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1858 ***********************************************************************
 OC1858  DESIGNATION -  PORTLAND AMERICAN CAN TANK
 OC1858  PID         -  OC1858
 OC1858  STATE/COUNTY-  ME/CUMBERLAND
 OC1858  USGS QUAD   -  PORTLAND WEST (1978)
 OC1858
 OC1858                         *CURRENT SURVEY CONTROL
 OC1858  ___________________________________________________________________
 OC1858* NAD 83(1996)-  43 40 56.56188(N)    070 17 11.51685(W)     ADJUSTED  
 OC1858* NAVD 88     -                                                        
 OC1858  ___________________________________________________________________
 OC1858  LAPLACE CORR-           3.43  (seconds)                    DEFLEC99
 OC1858  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 OC1858
 OC1858  HORZ ORDER  -  THIRD
 OC1858
 OC1858.The horizontal coordinates were established by classical geodetic methods
 OC1858.and adjusted by the National Geodetic Survey in March 1998..
 OC1858
 OC1858
 OC1858.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1858
 OC1858.The geoid height was determined by GEOID03.
 OC1858
 OC1858;                    North         East     Units Scale Factor Converg.
 OC1858;SPC ME W     -    94,330.835   890,335.204   MT  0.99996782   -0 04 58.0
 OC1858;UTM  19      - 4,837,400.421   396,304.326   MT  0.99973226   -0 53 19.1
 OC1858
 OC1858                          SUPERSEDED SURVEY CONTROL
 OC1858
 OC1858  NAD 83(1992)-  43 40 56.56055(N)    070 17 11.51765(W) AD(       ) 4
 OC1858  NAD 83(1986)-  43 40 56.56651(N)    070 17 11.52320(W) AD(       ) 4
 OC1858  NAD 27      -  43 40 56.27720(N)    070 17 13.35370(W) AD(       ) 3
 OC1858
 OC1858.Superseded values are not recommended for survey control.
 OC1858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1858.See file dsdata.txt to determine how the superseded data were derived.
 OC1858
 OC1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9630437400(NAD 83)
 OC1858_MARKER: 53 = ELEVATED TANK
 OC1858
 OC1858  HISTORY     - Date     Condition        Report By
 OC1858  HISTORY     - 1975     FIRST OBSERVED   NGS
 OC1858  HISTORY     - 19910711 GOOD             USPSQD
 OC1858  HISTORY     - 20020813 MARK NOT FOUND   USPSQD
 OC1858
 OC1858                          STATION DESCRIPTION
 OC1858
 OC1858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 OC1858'THE STATION, PORTLAND AMERICAN TANK, IS THE TOP CENTER OF A 75
 OC1858'FOOT HIGH ELEVATED TANK ATOP A 55 FOOT HIGH BUILDING OWNED BY
 OC1858'AMERICAN CAN COMPANY.  LOCATED IN THE CITY OF PORTLAND AT THE
 OC1858'AMERICAN CAN COMPANY ON READ STREET 0.4 MILES NORTH OF CHEVERUS
 OC1858'HIGH SCHOOL.
 OC1858
 OC1858                          STATION RECOVERY (1991)
 OC1858
 OC1858'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OC1858'RECOVERED IN GOOD CONDITION.
 OC1858
 OC1858                          STATION RECOVERY (2002)
 OC1858
 OC1858'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMW)
 OC1858'THE BUILDING NO LONGER IS OWNED BY AMERICAN CAN. A TANK IS NOT ON THE
 OC1858'BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1859 ***********************************************************************
 OC1859  DESIGNATION -  PORTLAND AMERICAN CAN STACK
 OC1859  PID         -  OC1859
 OC1859  STATE/COUNTY-  ME/CUMBERLAND
 OC1859  USGS QUAD   -  PORTLAND WEST (1978)
 OC1859
 OC1859                         *CURRENT SURVEY CONTROL
 OC1859  ___________________________________________________________________
 OC1859* NAD 83(1996)-  43 40 57.26728(N)    070 17 08.49309(W)     ADJUSTED  
 OC1859* NAVD 88     -                                                        
 OC1859  ___________________________________________________________________
 OC1859  LAPLACE CORR-           3.43  (seconds)                    DEFLEC99
 OC1859  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 OC1859
 OC1859  HORZ ORDER  -  THIRD
 OC1859
 OC1859.The horizontal coordinates were established by classical geodetic methods
 OC1859.and adjusted by the National Geodetic Survey in March 1998..
 OC1859
 OC1859
 OC1859.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1859
 OC1859.The geoid height was determined by GEOID03.
 OC1859
 OC1859;                    North         East     Units Scale Factor Converg.
 OC1859;SPC ME W     -    94,352.507   890,402.959   MT  0.99996780   -0 04 55.9
 OC1859;UTM  19      - 4,837,421.133   396,372.363   MT  0.99973209   -0 53 17.0
 OC1859
 OC1859                          SUPERSEDED SURVEY CONTROL
 OC1859
 OC1859  NAD 83(1992)-  43 40 57.26595(N)    070 17 08.49387(W) AD(       ) 4
 OC1859  NAD 83(1986)-  43 40 57.27190(N)    070 17 08.49945(W) AD(       ) 4
 OC1859  NAD 27      -  43 40 56.98228(N)    070 17 10.33004(W) AD(       ) 3
 OC1859
 OC1859.Superseded values are not recommended for survey control.
 OC1859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1859.See file dsdata.txt to determine how the superseded data were derived.
 OC1859
 OC1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9637237421(NAD 83)
 OC1859_MARKER: 63 = STACK
 OC1859
 OC1859  HISTORY     - Date     Condition        Report By
 OC1859  HISTORY     - 1975     FIRST OBSERVED   NGS
 OC1859  HISTORY     - 19910711 MARK NOT FOUND   USPSQD
 OC1859
 OC1859                          STATION DESCRIPTION
 OC1859
 OC1859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 OC1859'THE STATION, PORTLAND WHITE STACK, IS THE TOP-CENTER OF A 120
 OC1859'FOOT HIGH, WHITE, FIREBRICK, STACK.  LOCATED IN THE CITY OF
 OC1859'PORTLAND ON THE WEST SIDE OF READ STREET 0.4 MILES NORTH OF
 OC1859'CHEVERUS HIGH SCHOOL IN THE AMERICAN CAN COMPANY YARD.
 OC1859
 OC1859                          STATION RECOVERY (1991)
 OC1859
 OC1859'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OC1859'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1845 ***********************************************************************
 OC1845  DESIGNATION -  PORTLAND APT OBSTR LIGHT
 OC1845  PID         -  OC1845
 OC1845  STATE/COUNTY-  ME/CUMBERLAND
 OC1845  USGS QUAD   -  PORTLAND WEST (1978)
 OC1845
 OC1845                         *CURRENT SURVEY CONTROL
 OC1845  ___________________________________________________________________
 OC1845* NAD 83(1996)-  43 38 47.04533(N)    070 16 32.73469(W)     ADJUSTED  
 OC1845* NAVD 88     -                                                        
 OC1845  ___________________________________________________________________
 OC1845  LAPLACE CORR-           3.71  (seconds)                    DEFLEC99
 OC1845  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 OC1845
 OC1845  HORZ ORDER  -  THIRD
 OC1845
 OC1845.The horizontal coordinates were established by classical geodetic methods
 OC1845.and adjusted by the National Geodetic Survey in March 1998..
 OC1845
 OC1845
 OC1845.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1845
 OC1845.The geoid height was determined by GEOID03.
 OC1845
 OC1845;                    North         East     Units Scale Factor Converg.
 OC1845;SPC ME W     -    90,332.540   891,198.564   MT  0.99996762   -0 04 31.1
 OC1845;UTM  19      - 4,833,391.330   397,111.195   MT  0.99973021   -0 52 50.2
 OC1845
 OC1845                          SUPERSEDED SURVEY CONTROL
 OC1845
 OC1845  NAD 83(1992)-  43 38 47.04396(N)    070 16 32.73559(W) AD(       ) 4
 OC1845  NAD 83(1986)-  43 38 47.04988(N)    070 16 32.74124(W) AD(       ) 4
 OC1845  NAD 27      -  43 38 46.75772(N)    070 16 34.57933(W) AD(       ) 3
 OC1845
 OC1845.Superseded values are not recommended for survey control.
 OC1845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1845.See file dsdata.txt to determine how the superseded data were derived.
 OC1845
 OC1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9711133391(NAD 83)
 OC1845
 OC1845  HISTORY     - Date     Condition        Report By
 OC1845  HISTORY     - 1975     FIRST OBSERVED   NGS
 OC1845  HISTORY     - 19910711 MARK NOT FOUND   USPSQD
 OC1845
 OC1845                          STATION DESCRIPTION
 OC1845
 OC1845'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 OC1845'THE STATION, PORTLAND AIRPORT OBSTRUCTION LIGHT, IS THE ECCENTRIC
 OC1845'RED LIGHT ON TOP OF AN 80 FOOT WOODEN POLE.  LOCATED IN THE CITY
 OC1845'OF PORTLAND ON THE EAST SIDE OF WESTERN PROMENADE 0.5 MILES SOUTH
 OC1845'OF THE HOSPITAL.
 OC1845
 OC1845                          STATION RECOVERY (1991)
 OC1845
 OC1845'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OC1845'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1615 ***********************************************************************
 OC1615  DESIGNATION -  PORTLAND BREAKWATER LIGHTHOUSE
 OC1615  PID         -  OC1615
 OC1615  STATE/COUNTY-  ME/CUMBERLAND
 OC1615  USGS QUAD   -  PORTLAND EAST (1975)
 OC1615
 OC1615                         *CURRENT SURVEY CONTROL
 OC1615  ___________________________________________________________________
 OC1615* NAD 83(1996)-  43 39 19.89333(N)    070 14 05.47713(W)     ADJUSTED  
 OC1615* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 OC1615  ___________________________________________________________________
 OC1615  LAPLACE CORR-           3.41  (seconds)                    DEFLEC99
 OC1615  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 OC1615
 OC1615  HORZ ORDER  -  THIRD
 OC1615
 OC1615.The horizontal coordinates were established by classical geodetic methods
 OC1615.and adjusted by the National Geodetic Survey in March 1998..
 OC1615
 OC1615.The orthometric height was scaled from a topographic map.
 OC1615
 OC1615.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1615
 OC1615.The geoid height was determined by GEOID03.
 OC1615
 OC1615;                    North         East     Units Scale Factor Converg.
 OC1615;SPC ME W     -    91,342.757   894,499.533   MT  0.99996704   -0 02 49.5
 OC1615;UTM  19      - 4,834,354.817   400,425.238   MT  0.99972196   -0 51 09.1
 OC1615
 OC1615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1615!SPC ME W     -   1.00000413  x   0.99996704  =   0.99997117
 OC1615!UTM  19      -   1.00000413  x   0.99972196  =   0.99972609
 OC1615
 OC1615:                Primary Azimuth Mark                     Grid Az
 OC1615:SPC ME W     -  FORT GORGES                              051 15 28.4
 OC1615:UTM  19      -  FORT GORGES                              052 03 48.0
 OC1615
 OC1615|---------------------------------------------------------------------|
 OC1615| PID    Reference Object                     Distance      Geod. Az  |
 OC1615|                                                           dddmmss.s |
 OC1615| OC1717 FORT GORGES                         APPROX. 1.3 KM 0511238.9 |
 OC1615|---------------------------------------------------------------------|
 OC1615
 OC1615                          SUPERSEDED SURVEY CONTROL
 OC1615
 OC1615  NAD 83(1992)-  43 39 19.89164(N)    070 14 05.47798(W) AD(       ) 3
 OC1615  NAD 83(1986)-  43 39 19.89771(N)    070 14 05.48353(W) AD(       ) 3
 OC1615  NAD 27      -  43 39 19.60400(N)    070 14 07.31600(W) AD(       ) 3
 OC1615
 OC1615.Superseded values are not recommended for survey control.
 OC1615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1615.See file dsdata.txt to determine how the superseded data were derived.
 OC1615
 OC1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0042534355(NAD 83)
 OC1615
 OC1615  HISTORY     - Date     Condition        Report By
 OC1615  HISTORY     - UNK      MONUMENTED
 OC1615  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1615  HISTORY     - 1941     SEE DESCRIPTION  CGS
 OC1615
 OC1615                          STATION DESCRIPTION
 OC1615
 OC1615'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1615'STATION WAS RECOVERED APPARENTLY IN GOOD CONDITION.  THE LIGHT
 OC1615'IS IN A STONE TOWER ATTACHED TO A DWELLING AT THE NE END OF THE
 OC1615'PORTLAND BREAKWATER.
 OC1615
 OC1615                          STATION RECOVERY (1941)
 OC1615
 OC1615'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1615'STATION IS THE FINIAL OF THE STONE TOWER ATTACHED TO A
 OC1615'DWELLING AT NE END OF THE PORTLAND BREAKWATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1856 ***********************************************************************
 OC1856  DESIGNATION -  PORTLAND BURHAM MORRILL STACK
 OC1856  PID         -  OC1856
 OC1856  STATE/COUNTY-  ME/CUMBERLAND
 OC1856  USGS QUAD   -  PORTLAND WEST (1978)
 OC1856
 OC1856                         *CURRENT SURVEY CONTROL
 OC1856  ___________________________________________________________________
 OC1856* NAD 83(1996)-  43 40 41.45891(N)    070 15 17.63483(W)     ADJUSTED  
 OC1856* NAVD 88     -                                                        
 OC1856  ___________________________________________________________________
 OC1856  LAPLACE CORR-           3.59  (seconds)                    DEFLEC99
 OC1856  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 OC1856
 OC1856  HORZ ORDER  -  THIRD
 OC1856
 OC1856.The horizontal coordinates were established by classical geodetic methods
 OC1856.and adjusted by the National Geodetic Survey in March 1998..
 OC1856
 OC1856
 OC1856.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1856
 OC1856.The geoid height was determined by GEOID03.
 OC1856
 OC1856;                    North         East     Units Scale Factor Converg.
 OC1856;SPC ME W     -    93,861.531   892,885.354   MT  0.99996729   -0 03 39.4
 OC1856;UTM  19      - 4,836,895.420   398,847.017   MT  0.99972585   -0 52 00.2
 OC1856
 OC1856                          SUPERSEDED SURVEY CONTROL
 OC1856
 OC1856  NAD 83(1992)-  43 40 41.45746(N)    070 15 17.63569(W) AD(       ) 4
 OC1856  NAD 83(1986)-  43 40 41.46345(N)    070 15 17.64116(W) AD(       ) 4
 OC1856  NAD 27      -  43 40 41.17108(N)    070 15 19.47626(W) AD(       ) 3
 OC1856
 OC1856.Superseded values are not recommended for survey control.
 OC1856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1856.See file dsdata.txt to determine how the superseded data were derived.
 OC1856
 OC1856_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9884736895(NAD 83)
 OC1856_MARKER: 63 = STACK
 OC1856_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OC1856+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2004
 OC1856
 OC1856  HISTORY     - Date     Condition        Report By
 OC1856  HISTORY     - 1975     FIRST OBSERVED   NGS
 OC1856  HISTORY     - 20020813 GOOD             USPSQD
 OC1856  HISTORY     - 20041022 GOOD             USPSQD
 OC1856
 OC1856                          STATION DESCRIPTION
 OC1856
 OC1856'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 OC1856'THE STATION, PORTLAND BURNHAM AND MORRILL COMPANY STACK, IS THE
 OC1856'TOP-CENTER OF THE RED, BRICK, 150 FOOT TALL, 7 FOOT DIAMETER
 OC1856'STACK.  LOCATED IN THE CITY OF PORTLAND AT THE NORTH END OF
 OC1856'INTERSTATE 295 IN THE BURNHAM AND MORRILL COMPANY YARD.
 OC1856
 OC1856                          STATION RECOVERY (2002)
 OC1856
 OC1856'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMW)
 OC1856'RECOVERED IN GOOD CONDITION.
 OC1856
 OC1856                          STATION RECOVERY (2004)
 OC1856
 OC1856'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMW)
 OC1856'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1817 ***********************************************************************
 OC1817  DESIGNATION -  PORTLAND CASCO ST GREEN SPIRE
 OC1817  PID         -  OC1817
 OC1817  STATE/COUNTY-  ME/CUMBERLAND
 OC1817  USGS QUAD   -  PORTLAND WEST (1978)
 OC1817
 OC1817                         *CURRENT SURVEY CONTROL
 OC1817  ___________________________________________________________________
 OC1817* NAD 83(1996)-  43 39 25.77925(N)    070 15 43.74633(W)     ADJUSTED  
 OC1817* NAVD 88     -                                                        
 OC1817  ___________________________________________________________________
 OC1817  LAPLACE CORR-           3.65  (seconds)                    DEFLEC99
 OC1817  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 OC1817
 OC1817  HORZ ORDER  -  THIRD
 OC1817
 OC1817.The horizontal coordinates were established by classical geodetic methods
 OC1817.and adjusted by the National Geodetic Survey in March 1998..
 OC1817
 OC1817
 OC1817.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1817
 OC1817.The geoid height was determined by GEOID03.
 OC1817
 OC1817;                    North         East     Units Scale Factor Converg.
 OC1817;SPC ME W     -    91,526.577   892,297.799   MT  0.99996740   -0 03 57.3
 OC1817;UTM  19      - 4,834,569.518   398,226.840   MT  0.99972740   -0 52 17.0
 OC1817
 OC1817                          SUPERSEDED SURVEY CONTROL
 OC1817
 OC1817  NAD 83(1992)-  43 39 25.77763(N)    070 15 43.74719(W) AD(       ) 4
 OC1817  NAD 83(1986)-  43 39 25.78374(N)    070 15 43.75263(W) AD(       ) 4
 OC1817  NAD 27      -  43 39 25.48000(N)    070 15 45.58000(W) AD(       ) 3
 OC1817
 OC1817.Superseded values are not recommended for survey control.
 OC1817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1817.See file dsdata.txt to determine how the superseded data were derived.
 OC1817
 OC1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9822734570(NAD 83)
 OC1817
 OC1817  HISTORY     - Date     Condition        Report By
 OC1817  HISTORY     - UNK      MONUMENTED
 OC1817  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1817
 OC1817                          STATION DESCRIPTION
 OC1817
 OC1817'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1817'STATION LOST.  BUILDING TORN DOWN.  IT WAS THE CASCO CHURCH SPIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1815 ***********************************************************************
 OC1815  DESIGNATION -  PORTLAND CATH CATHEDRAL SPIRE
 OC1815  PID         -  OC1815
 OC1815  STATE/COUNTY-  ME/CUMBERLAND
 OC1815  USGS QUAD   -  PORTLAND WEST (1978)
 OC1815
 OC1815                         *CURRENT SURVEY CONTROL
 OC1815  ___________________________________________________________________
 OC1815* NAD 83(1996)-  43 39 42.51562(N)    070 15 17.09673(W)     ADJUSTED  
 OC1815* NAVD 88     -                                                        
 OC1815  ___________________________________________________________________
 OC1815  LAPLACE CORR-           3.62  (seconds)                    DEFLEC99
 OC1815  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 OC1815
 OC1815  HORZ ORDER  -  THIRD
 OC1815
 OC1815.The horizontal coordinates were established by classical geodetic methods
 OC1815.and adjusted by the National Geodetic Survey in March 1998..
 OC1815
 OC1815
 OC1815.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1815
 OC1815.The geoid height was determined by GEOID03.
 OC1815
 OC1815;                    North         East     Units Scale Factor Converg.
 OC1815;SPC ME W     -    92,042.429   892,895.476   MT  0.99996729   -0 03 38.9
 OC1815;UTM  19      - 4,835,076.794   398,831.563   MT  0.99972589   -0 51 58.9
 OC1815
 OC1815                          SUPERSEDED SURVEY CONTROL
 OC1815
 OC1815  NAD 83(1992)-  43 39 42.51423(N)    070 15 17.09757(W) AD(       ) 4
 OC1815  NAD 83(1986)-  43 39 42.52015(N)    070 15 17.10317(W) AD(       ) 4
 OC1815  NAD 27      -  43 39 42.22739(N)    070 15 18.93970(W) AD(       ) 3
 OC1815
 OC1815.Superseded values are not recommended for survey control.
 OC1815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1815.See file dsdata.txt to determine how the superseded data were derived.
 OC1815
 OC1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9883235077(NAD 83)
 OC1815_MARKER: 90 = CHURCH SPIRE
 OC1815_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OC1815+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2004
 OC1815
 OC1815  HISTORY     - Date     Condition        Report By
 OC1815  HISTORY     - UNK      FIRST OBSERVED
 OC1815  HISTORY     - 1933     GOOD             CGS
 OC1815  HISTORY     - 1972     GOOD             NGS
 OC1815  HISTORY     - 1975     GOOD             NGS
 OC1815  HISTORY     - 19910711 GOOD             USPSQD
 OC1815  HISTORY     - 20020813 GOOD             USPSQD
 OC1815  HISTORY     - 20041022 GOOD             USPSQD
 OC1815
 OC1815                          STATION DESCRIPTION
 OC1815
 OC1815'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1815'STATION RECOVERED.  THIS SPIRE IS ON CUMBERLAND STREET BETWEEN
 OC1815'FRANKLIN AND LOCUST STREETS.
 OC1815
 OC1815                          STATION RECOVERY (1972)
 OC1815
 OC1815'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JWB)
 OC1815'THE STATION WAS RECOVERED AS DESCRIBED.
 OC1815'
 OC1815'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OC1815'IN PORTLAND.
 OC1815
 OC1815                          STATION RECOVERY (1975)
 OC1815
 OC1815'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 OC1815'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN
 OC1815'1933.  THE DESCRIPTION WAS FOUND TO BE ADEQUATE.
 OC1815
 OC1815                          STATION RECOVERY (1991)
 OC1815
 OC1815'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OC1815'RECOVERED IN GOOD CONDITION.
 OC1815
 OC1815                          STATION RECOVERY (2002)
 OC1815
 OC1815'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMW)
 OC1815'RECOVERED IN GOOD CONDITION.
 OC1815
 OC1815                          STATION RECOVERY (2004)
 OC1815
 OC1815'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMW)
 OC1815'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1829 ***********************************************************************
 OC1829  DESIGNATION -  PORTLAND CITY HALL
 OC1829  PID         -  OC1829
 OC1829  STATE/COUNTY-  ME/CUMBERLAND
 OC1829  USGS QUAD   -  PORTLAND WEST (1978)
 OC1829
 OC1829                         *CURRENT SURVEY CONTROL
 OC1829  ___________________________________________________________________
 OC1829* NAD 83(1996)-  43 39 33.39614(N)    070 15 26.32125(W)     ADJUSTED  
 OC1829* NAVD 88     -                                                        
 OC1829  ___________________________________________________________________
 OC1829  LAPLACE CORR-           3.62  (seconds)                    DEFLEC99
 OC1829  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 OC1829
 OC1829  HORZ ORDER  -  THIRD
 OC1829
 OC1829.The horizontal coordinates were established by classical geodetic methods
 OC1829.and adjusted by the National Geodetic Survey in March 1998..
 OC1829
 OC1829
 OC1829.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1829
 OC1829.The geoid height was determined by GEOID03.
 OC1829
 OC1829;                    North         East     Units Scale Factor Converg.
 OC1829;SPC ME W     -    91,761.209   892,688.494   MT  0.99996732   -0 03 45.3
 OC1829;UTM  19      - 4,834,798.579   398,620.699   MT  0.99972642   -0 52 05.1
 OC1829
 OC1829                          SUPERSEDED SURVEY CONTROL
 OC1829
 OC1829  NAD 83(1992)-  43 39 33.39476(N)    070 15 26.32210(W) AD(       ) 4
 OC1829  NAD 83(1986)-  43 39 33.40068(N)    070 15 26.32770(W) AD(       ) 4
 OC1829  NAD 27      -  43 39 33.10841(N)    070 15 28.16390(W) AD(       ) 3
 OC1829
 OC1829.Superseded values are not recommended for survey control.
 OC1829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1829.See file dsdata.txt to determine how the superseded data were derived.
 OC1829
 OC1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9862134799(NAD 83)
 OC1829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OC1829+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2004
 OC1829
 OC1829  HISTORY     - Date     Condition        Report By
 OC1829  HISTORY     - UNK      MONUMENTED
 OC1829  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1829  HISTORY     - 1975     GOOD             NGS
 OC1829  HISTORY     - 20020813 GOOD             USPSQD
 OC1829  HISTORY     - 20041022 GOOD             USPSQD
 OC1829
 OC1829                          STATION DESCRIPTION
 OC1829
 OC1829'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1829'STATION RECOVERED.  IT IS ON CONGRESS STREET OPPOSITE EXCHANGE
 OC1829'STREET.  IT IS PRESUMED THAT THE TOP OF THE DOME IS THE POINT
 OC1829'LOCATED.
 OC1829
 OC1829                          STATION RECOVERY (1975)
 OC1829
 OC1829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 OC1829'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN
 OC1829'1933.  THE DESCRIPTION WAS FOUND TO BE ADEQUATE.
 OC1829
 OC1829                          STATION RECOVERY (2002)
 OC1829
 OC1829'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMW)
 OC1829'RECOVERED IN GOOD CONDITION.
 OC1829
 OC1829                          STATION RECOVERY (2004)
 OC1829
 OC1829'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMW)
 OC1829'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1823 ***********************************************************************
 OC1823  DESIGNATION -  PORTLAND CONGRESS ST PARISH CH
 OC1823  PID         -  OC1823
 OC1823  STATE/COUNTY-  ME/CUMBERLAND
 OC1823  USGS QUAD   -  PORTLAND WEST (1978)
 OC1823
 OC1823                         *CURRENT SURVEY CONTROL
 OC1823  ___________________________________________________________________
 OC1823* NAD 83(1996)-  43 39 34.28227(N)    070 15 22.54871(W)     ADJUSTED  
 OC1823* NAVD 88     -                                                        
 OC1823  ___________________________________________________________________
 OC1823  LAPLACE CORR-           3.61  (seconds)                    DEFLEC99
 OC1823  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 OC1823
 OC1823  HORZ ORDER  -  THIRD
 OC1823
 OC1823.The horizontal coordinates were established by classical geodetic methods
 OC1823.and adjusted by the National Geodetic Survey in March 1998..
 OC1823
 OC1823
 OC1823.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1823
 OC1823.The geoid height was determined by GEOID03.
 OC1823
 OC1823;                    North         East     Units Scale Factor Converg.
 OC1823;SPC ME W     -    91,788.465   892,773.050   MT  0.99996731   -0 03 42.7
 OC1823;UTM  19      - 4,834,824.637   398,705.610   MT  0.99972621   -0 52 02.5
 OC1823
 OC1823                          SUPERSEDED SURVEY CONTROL
 OC1823
 OC1823  NAD 83(1992)-  43 39 34.28064(N)    070 15 22.54954(W) AD(       ) 4
 OC1823  NAD 83(1986)-  43 39 34.28670(N)    070 15 22.55500(W) AD(       ) 4
 OC1823  NAD 27      -  43 39 33.99000(N)    070 15 24.40000(W) AD(       ) 3
 OC1823
 OC1823.Superseded values are not recommended for survey control.
 OC1823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1823.See file dsdata.txt to determine how the superseded data were derived.
 OC1823
 OC1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9870634825(NAD 83)
 OC1823
 OC1823  HISTORY     - Date     Condition        Report By
 OC1823  HISTORY     - UNK      MONUMENTED
 OC1823  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1823
 OC1823                          STATION DESCRIPTION
 OC1823
 OC1823'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1823'STATION LOST.  THIS CHURCH WAS BURNED IN 1866.  NOW REPLACED BY
 OC1823'PAYSON MEMORIAL SECOND PARISH CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1820 ***********************************************************************
 OC1820  DESIGNATION -  PORTLAND CUSTOMHOUSE FLAGSTAFF
 OC1820  PID         -  OC1820
 OC1820  STATE/COUNTY-  ME/CUMBERLAND
 OC1820  USGS QUAD   -  PORTLAND WEST (1978)
 OC1820
 OC1820                         *CURRENT SURVEY CONTROL
 OC1820  ___________________________________________________________________
 OC1820* NAD 83(1996)-  43 39 28.84773(N)    070 15 17.04797(W)     ADJUSTED  
 OC1820* NAVD 88     -                                                        
 OC1820  ___________________________________________________________________
 OC1820  LAPLACE CORR-           3.59  (seconds)                    DEFLEC99
 OC1820  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 OC1820
 OC1820  HORZ ORDER  -  THIRD
 OC1820
 OC1820.The horizontal coordinates were established by classical geodetic methods
 OC1820.and adjusted by the National Geodetic Survey in March 1998..
 OC1820
 OC1820
 OC1820.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1820
 OC1820.The geoid height was determined by GEOID03.
 OC1820
 OC1820;                    North         East     Units Scale Factor Converg.
 OC1820;SPC ME W     -    91,620.614   892,896.120   MT  0.99996729   -0 03 38.9
 OC1820;UTM  19      - 4,834,655.114   398,826.279   MT  0.99972590   -0 51 58.6
 OC1820
 OC1820                          SUPERSEDED SURVEY CONTROL
 OC1820
 OC1820  NAD 83(1992)-  43 39 28.84610(N)    070 15 17.04880(W) AD(       ) 4
 OC1820  NAD 83(1986)-  43 39 28.85218(N)    070 15 17.05429(W) AD(       ) 4
 OC1820  NAD 27      -  43 39 28.55000(N)    070 15 18.90000(W) AD(       ) 3
 OC1820
 OC1820.Superseded values are not recommended for survey control.
 OC1820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1820.See file dsdata.txt to determine how the superseded data were derived.
 OC1820
 OC1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9882634655(NAD 83)
 OC1820
 OC1820  HISTORY     - Date     Condition        Report By
 OC1820  HISTORY     - UNK      MONUMENTED
 OC1820  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1820
 OC1820                          STATION DESCRIPTION
 OC1820
 OC1820'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1820'STATION LOST.  THERE IS NO WAY OF DETERMINING WHICH OF THE
 OC1820'PRESENT FLAGSTAFFS IS THE ONE LOCATED IN 1852 WITHOUT
 OC1820'REDETERMINING THE GEOGRAPHIC POSITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1822 ***********************************************************************
 OC1822  DESIGNATION -  PORTLAND FED ST BAP CH LOW TWR
 OC1822  PID         -  OC1822
 OC1822  STATE/COUNTY-  ME/CUMBERLAND
 OC1822  USGS QUAD   -  PORTLAND WEST (1978)
 OC1822
 OC1822                         *CURRENT SURVEY CONTROL
 OC1822  ___________________________________________________________________
 OC1822* NAD 83(1996)-  43 39 32.64539(N)    070 15 20.11046(W)     ADJUSTED  
 OC1822* NAVD 88     -                                                        
 OC1822  ___________________________________________________________________
 OC1822  LAPLACE CORR-           3.61  (seconds)                    DEFLEC99
 OC1822  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 OC1822
 OC1822  HORZ ORDER  -  THIRD
 OC1822
 OC1822.The horizontal coordinates were established by classical geodetic methods
 OC1822.and adjusted by the National Geodetic Survey in March 1998..
 OC1822
 OC1822
 OC1822.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1822
 OC1822.The geoid height was determined by GEOID03.
 OC1822
 OC1822;                    North         East     Units Scale Factor Converg.
 OC1822;SPC ME W     -    91,737.889   892,827.627   MT  0.99996730   -0 03 41.0
 OC1822;UTM  19      - 4,834,773.311   398,759.457   MT  0.99972607   -0 52 00.8
 OC1822
 OC1822                          SUPERSEDED SURVEY CONTROL
 OC1822
 OC1822  NAD 83(1992)-  43 39 32.64376(N)    070 15 20.11130(W) AD(       ) 4
 OC1822  NAD 83(1986)-  43 39 32.64985(N)    070 15 20.11678(W) AD(       ) 4
 OC1822  NAD 27      -  43 39 32.35000(N)    070 15 21.96000(W) AD(       ) 3
 OC1822
 OC1822.Superseded values are not recommended for survey control.
 OC1822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1822.See file dsdata.txt to determine how the superseded data were derived.
 OC1822
 OC1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9875934773(NAD 83)
 OC1822
 OC1822  HISTORY     - Date     Condition        Report By
 OC1822  HISTORY     - UNK      MONUMENTED
 OC1822  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1822
 OC1822                          STATION DESCRIPTION
 OC1822
 OC1822'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1822'STATION LOST.  THIS BUILDING IS GONE, PROBABLY IN THE FIRE OF 1866.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1860 ***********************************************************************
 OC1860  DESIGNATION -  PORTLAND FINEST TANK
 OC1860  PID         -  OC1860
 OC1860  STATE/COUNTY-  ME/CUMBERLAND
 OC1860  USGS QUAD   -  PORTLAND WEST (1978)
 OC1860
 OC1860                         *CURRENT SURVEY CONTROL
 OC1860  ___________________________________________________________________
 OC1860* NAD 83(1996)-  43 41 05.33585(N)    070 17 12.90072(W)     ADJUSTED  
 OC1860* NAVD 88     -                                                        
 OC1860  ___________________________________________________________________
 OC1860  LAPLACE CORR-           3.42  (seconds)                    DEFLEC99
 OC1860  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 OC1860
 OC1860  HORZ ORDER  -  THIRD
 OC1860
 OC1860.The horizontal coordinates were established by classical geodetic methods
 OC1860.and adjusted by the National Geodetic Survey in March 1998..
 OC1860
 OC1860
 OC1860.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1860
 OC1860.The geoid height was determined by GEOID03.
 OC1860
 OC1860;                    North         East     Units Scale Factor Converg.
 OC1860;SPC ME W     -    94,601.660   890,304.601   MT  0.99996782   -0 04 59.0
 OC1860;UTM  19      - 4,837,671.585   396,277.542   MT  0.99973233   -0 53 20.2
 OC1860
 OC1860                          SUPERSEDED SURVEY CONTROL
 OC1860
 OC1860  NAD 83(1992)-  43 41 05.33452(N)    070 17 12.90150(W) AD(       ) 4
 OC1860  NAD 83(1986)-  43 41 05.34047(N)    070 17 12.90705(W) AD(       ) 4
 OC1860  NAD 27      -  43 41 05.05103(N)    070 17 14.73654(W) AD(       ) 3
 OC1860
 OC1860.Superseded values are not recommended for survey control.
 OC1860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1860.See file dsdata.txt to determine how the superseded data were derived.
 OC1860
 OC1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9627837672(NAD 83)
 OC1860_MARKER: 53 = ELEVATED TANK
 OC1860
 OC1860  HISTORY     - Date     Condition        Report By
 OC1860  HISTORY     - 1975     FIRST OBSERVED   NGS
 OC1860  HISTORY     - 19910711 MARK NOT FOUND   USPSQD
 OC1860
 OC1860                          STATION DESCRIPTION
 OC1860
 OC1860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 OC1860'THE STATION, PORTLAND FINEST TANK, IS THE VENT STACK AT
 OC1860'TOP-CENTER OF THE 125 FOOT HIGH, ELEVATED, WATERTANK BUILT IN
 OC1860'1949 BY CHICAGO BRIDGE AND IRON COMPANY.  LOCATED IN THE CITY
 OC1860'OF PORTLAND IN THE PRESTEEL CORPORATION YARD ON READ STREET
 OC1860'0.5 MILES NORTH OF CHEVERUS HIGH SCHOOL.
 OC1860
 OC1860                          STATION RECOVERY (1991)
 OC1860
 OC1860'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OC1860'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1818 ***********************************************************************
 OC1818  DESIGNATION -  PORTLAND FIRST PARISH CH SPIRE
 OC1818  PID         -  OC1818
 OC1818  STATE/COUNTY-  ME/CUMBERLAND
 OC1818  USGS QUAD   -  PORTLAND WEST (1978)
 OC1818
 OC1818                         *CURRENT SURVEY CONTROL
 OC1818  ___________________________________________________________________
 OC1818* NAD 83(1996)-  43 39 30.40477(N)    070 15 29.36176(W)     ADJUSTED  
 OC1818* NAVD 88     -                                                        
 OC1818  ___________________________________________________________________
 OC1818  LAPLACE CORR-           3.62  (seconds)                    DEFLEC99
 OC1818  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 OC1818
 OC1818  HORZ ORDER  -  THIRD
 OC1818
 OC1818.The horizontal coordinates were established by classical geodetic methods
 OC1818.and adjusted by the National Geodetic Survey in March 1998..
 OC1818
 OC1818
 OC1818.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1818
 OC1818.The geoid height was determined by GEOID03.
 OC1818
 OC1818;                    North         East     Units Scale Factor Converg.
 OC1818;SPC ME W     -    91,668.965   892,620.267   MT  0.99996734   -0 03 47.4
 OC1818;UTM  19      - 4,834,707.325   398,551.199   MT  0.99972659   -0 52 07.1
 OC1818
 OC1818                          SUPERSEDED SURVEY CONTROL
 OC1818
 OC1818  NAD 83(1992)-  43 39 30.40315(N)    070 15 29.36259(W) AD(       ) 4
 OC1818  NAD 83(1986)-  43 39 30.40923(N)    070 15 29.36807(W) AD(       ) 4
 OC1818  NAD 27      -  43 39 30.12400(N)    070 15 31.20500(W) AD(       ) 3
 OC1818
 OC1818.Superseded values are not recommended for survey control.
 OC1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1818.See file dsdata.txt to determine how the superseded data were derived.
 OC1818
 OC1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9855134707(NAD 83)
 OC1818_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OC1818+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2004
 OC1818
 OC1818  HISTORY     - Date     Condition        Report By
 OC1818  HISTORY     - UNK      MONUMENTED
 OC1818  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1818  HISTORY     - 20041022 GOOD             USPSQD
 OC1818
 OC1818                          STATION DESCRIPTION
 OC1818
 OC1818'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1818'STATION RECOVERED.  THE CHURCH IS ON CONGRESS STREET OPPOSITE
 OC1818'TEMPLE STREET.
 OC1818
 OC1818                          STATION RECOVERY (2004)
 OC1818
 OC1818'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMW)
 OC1818'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1569 ***********************************************************************
 OC1569  DESIGNATION -  PORTLAND HEAD LIGHTHOUSE
 OC1569  PID         -  OC1569
 OC1569  STATE/COUNTY-  ME/CUMBERLAND
 OC1569  USGS QUAD   -  CAPE ELIZABETH (1975)
 OC1569
 OC1569                         *CURRENT SURVEY CONTROL
 OC1569  ___________________________________________________________________
 OC1569* NAD 83(1996)-  43 37 23.17069(N)    070 12 28.29952(W)     ADJUSTED  
 OC1569* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 OC1569  ___________________________________________________________________
 OC1569  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 OC1569  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 OC1569
 OC1569  HORZ ORDER  -  THIRD
 OC1569
 OC1569.The horizontal coordinates were established by classical geodetic methods
 OC1569.and adjusted by the National Geodetic Survey in March 1998..
 OC1569
 OC1569.The orthometric height was scaled from a topographic map.
 OC1569
 OC1569.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1569
 OC1569.The geoid height was determined by GEOID03.
 OC1569
 OC1569;                    North         East     Units Scale Factor Converg.
 OC1569;SPC ME W     -    87,739.083   896,675.228   MT  0.99996680   -0 01 42.3
 OC1569;UTM  19      - 4,830,721.824   402,549.551   MT  0.99971681   -0 50 00.2
 OC1569
 OC1569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1569!SPC ME W     -   1.00000412  x   0.99996680  =   0.99997092
 OC1569!UTM  19      -   1.00000412  x   0.99971681  =   0.99972093
 OC1569
 OC1569:                Primary Azimuth Mark                     Grid Az
 OC1569:SPC ME W     -  RAM ISLAND LEDGE LIGHTHOUSE              060 40 37.8
 OC1569:UTM  19      -  RAM ISLAND LEDGE LIGHTHOUSE              061 28 55.7
 OC1569
 OC1569|---------------------------------------------------------------------|
 OC1569| PID    Reference Object                     Distance      Geod. Az  |
 OC1569|                                                           dddmmss.s |
 OC1569| OC1710 RAM ISLAND LEDGE LIGHTHOUSE         APPROX. 1.9 KM 0603855.5 |
 OC1569| OC1524 HALFWAY ROCK TRIPOD TOWER           APPROX.14.2 KM 0750612.4 |
 OC1569| OC1552 HALFWAY ROCK TRIPOD STRUCTURE       APPROX.14.3 KM 0751010.1 |
 OC1569| OC1567 WIRELESS TELEGRAPH POLE E OLD       APPROX. 6.5 KM 1751641.8 |
 OC1569| OC1568 WIRELESS TELEGRAPH POLE W OLD       APPROX. 6.5 KM 1754918.2 |
 OC1569|---------------------------------------------------------------------|
 OC1569
 OC1569                          SUPERSEDED SURVEY CONTROL
 OC1569
 OC1569  NAD 83(1992)-  43 37 23.16890(N)    070 12 28.30049(W) AD(       ) 3
 OC1569  NAD 83(1986)-  43 37 23.17492(N)    070 12 28.30605(W) AD(       ) 3
 OC1569  NAD 27      -  43 37 22.87400(N)    070 12 30.14200(W) AD(       ) 3
 OC1569
 OC1569.Superseded values are not recommended for survey control.
 OC1569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1569.See file dsdata.txt to determine how the superseded data were derived.
 OC1569
 OC1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0255030722(NAD 83)
 OC1569_MARKER: 13 = LIGHTHOUSE
 OC1569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OC1569+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2004
 OC1569
 OC1569  HISTORY     - Date     Condition        Report By
 OC1569  HISTORY     - UNK      FIRST OBSERVED
 OC1569  HISTORY     - 1933     GOOD             CGS
 OC1569  HISTORY     - 1963     GOOD             CGS
 OC1569  HISTORY     - 1975     GOOD             NGS
 OC1569  HISTORY     - 19910620 GOOD             USPSQD
 OC1569  HISTORY     - 20041024 GOOD             GEOCAC
 OC1569
 OC1569                          STATION DESCRIPTION
 OC1569
 OC1569'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1569'THE LIGHTHOUSE IS STILL IN EXISTENCE AS DESCRIBED BY THE LIGHT LIST
 OC1569'OF THE NEW ENGLAND COAST, 1933.
 OC1569
 OC1569                          STATION RECOVERY (1963)
 OC1569
 OC1569'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FHG)
 OC1569'RECOVERED AS DESCRIBED.
 OC1569
 OC1569                          STATION RECOVERY (1975)
 OC1569
 OC1569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 OC1569'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN
 OC1569'1941.  THE DESCRIPTION WAS FOUND TO BE ADEQUATE.
 OC1569
 OC1569                          STATION RECOVERY (1991)
 OC1569
 OC1569'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OC1569'RECOVERED IN GOOD CONDITION.
 OC1569
 OC1569                          STATION RECOVERY (2004)
 OC1569
 OC1569'RECOVERY NOTE BY GEOCACHING 2004 (CEA)
 OC1569'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1826 ***********************************************************************
 OC1826  DESIGNATION -  PORTLAND HIGH ST TALL TOWER
 OC1826  PID         -  OC1826
 OC1826  STATE/COUNTY-  ME/CUMBERLAND
 OC1826  USGS QUAD   -  PORTLAND WEST (1978)
 OC1826
 OC1826                         *CURRENT SURVEY CONTROL
 OC1826  ___________________________________________________________________
 OC1826* NAD 83(1996)-  43 39 13.13096(N)    070 15 44.57111(W)     ADJUSTED  
 OC1826* NAVD 88     -                                                        
 OC1826  ___________________________________________________________________
 OC1826  LAPLACE CORR-           3.65  (seconds)                    DEFLEC99
 OC1826  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 OC1826
 OC1826  HORZ ORDER  -  THIRD
 OC1826
 OC1826.The horizontal coordinates were established by classical geodetic methods
 OC1826.and adjusted by the National Geodetic Survey in March 1998..
 OC1826
 OC1826
 OC1826.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1826
 OC1826.The geoid height was determined by GEOID03.
 OC1826
 OC1826;                    North         East     Units Scale Factor Converg.
 OC1826;SPC ME W     -    91,136.252   892,278.869   MT  0.99996740   -0 03 57.9
 OC1826;UTM  19      - 4,834,179.591   398,202.430   MT  0.99972746   -0 52 17.4
 OC1826
 OC1826                          SUPERSEDED SURVEY CONTROL
 OC1826
 OC1826  NAD 83(1992)-  43 39 13.12934(N)    070 15 44.57198(W) AD(       ) 4
 OC1826  NAD 83(1986)-  43 39 13.13542(N)    070 15 44.57746(W) AD(       ) 4
 OC1826  NAD 27      -  43 39 12.84000(N)    070 15 46.41000(W) AD(       ) 3
 OC1826
 OC1826.Superseded values are not recommended for survey control.
 OC1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1826.See file dsdata.txt to determine how the superseded data were derived.
 OC1826
 OC1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9820234180(NAD 83)
 OC1826
 OC1826  HISTORY     - Date     Condition        Report By
 OC1826  HISTORY     - UNK      MONUMENTED
 OC1826  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1826
 OC1826                          STATION DESCRIPTION
 OC1826
 OC1826'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1826'STATION LOST.  TOWER REMOVED AND CHURCH REMODELED FOR
 OC1826'COMMERCIAL USE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1653 ***********************************************************************
 OC1653  DESIGNATION -  PORTLAND JUNCTION USE 1909
 OC1653  PID         -  OC1653
 OC1653  STATE/COUNTY-  ME/CUMBERLAND
 OC1653  USGS QUAD   -  PORTLAND EAST (1975)
 OC1653
 OC1653                         *CURRENT SURVEY CONTROL
 OC1653  ___________________________________________________________________
 OC1653* NAD 83(1996)-  43 40 21.70844(N)    070 14 57.74710(W)     ADJUSTED  
 OC1653* NAVD 88     -        14.     (meters)      46.     (feet)  SCALED    
 OC1653  ___________________________________________________________________
 OC1653  LAPLACE CORR-           3.63  (seconds)                    DEFLEC99
 OC1653  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 OC1653
 OC1653  HORZ ORDER  -  THIRD
 OC1653
 OC1653.The horizontal coordinates were established by classical geodetic methods
 OC1653.and adjusted by the National Geodetic Survey in March 1998..
 OC1653
 OC1653.The orthometric height was scaled from a topographic map.
 OC1653
 OC1653.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1653
 OC1653.The geoid height was determined by GEOID03.
 OC1653
 OC1653;                    North         East     Units Scale Factor Converg.
 OC1653;SPC ME W     -    93,251.539   893,330.208   MT  0.99996721   -0 03 25.6
 OC1653;UTM  19      - 4,836,279.381   399,283.144   MT  0.99972477   -0 51 46.1
 OC1653
 OC1653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1653!SPC ME W     -   1.00000194  x   0.99996721  =   0.99996915
 OC1653!UTM  19      -   1.00000194  x   0.99972477  =   0.99972671
 OC1653
 OC1653:                Primary Azimuth Mark                     Grid Az
 OC1653:SPC ME W     -  EAST DEERING USE 1909                    345 55 43.3
 OC1653:UTM  19      -  EAST DEERING USE 1909                    346 44 03.8
 OC1653
 OC1653|---------------------------------------------------------------------|
 OC1653| PID    Reference Object                     Distance      Geod. Az  |
 OC1653|                                                           dddmmss.s |
 OC1653| OC1834 EAST DEERING USE 1909               APPROX. 1.1 KM 3455217.7 |
 OC1653|---------------------------------------------------------------------|
 OC1653
 OC1653                          SUPERSEDED SURVEY CONTROL
 OC1653
 OC1653  NAD 83(1992)-  43 40 21.70699(N)    070 14 57.74811(W) AD(       ) 3
 OC1653  NAD 83(1986)-  43 40 21.71296(N)    070 14 57.75359(W) AD(       ) 3
 OC1653  NAD 27      -  43 40 21.44200(N)    070 14 59.59300(W) AD(       ) 3
 OC1653
 OC1653.Superseded values are not recommended for survey control.
 OC1653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1653.See file dsdata.txt to determine how the superseded data were derived.
 OC1653
 OC1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9928336279(NAD 83)
 OC1653
 OC1653  HISTORY     - Date     Condition        Report By
 OC1653  HISTORY     - 1909     MONUMENTED       CGS
 OC1653  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1653
 OC1653                          STATION DESCRIPTION
 OC1653
 OC1653'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1653'STATION LOST.  AUTHORITY OF U.S.E. OFFICE, PORTLAND, MAINE.  THIS
 OC1653'MARK WAS ESTABLISHED BY THE U.S.E. IN 1909.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1635 ***********************************************************************
 OC1635  DESIGNATION -  PORTLAND MARINE HOSPITAL STACK
 OC1635  PID         -  OC1635
 OC1635  STATE/COUNTY-  ME/CUMBERLAND
 OC1635  USGS QUAD   -  PORTLAND EAST (1975)
 OC1635
 OC1635                         *CURRENT SURVEY CONTROL
 OC1635  ___________________________________________________________________
 OC1635* NAD 83(1996)-  43 41 17.94312(N)    070 14 44.54044(W)     ADJUSTED  
 OC1635* NAVD 88     -                                                        
 OC1635  ___________________________________________________________________
 OC1635  LAPLACE CORR-           3.59  (seconds)                    DEFLEC99
 OC1635  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 OC1635
 OC1635  HORZ ORDER  -  THIRD
 OC1635
 OC1635.The horizontal coordinates were established by classical geodetic methods
 OC1635.and adjusted by the National Geodetic Survey in March 1998..
 OC1635
 OC1635
 OC1635.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1635
 OC1635.The geoid height was determined by GEOID03.
 OC1635
 OC1635;                    North         East     Units Scale Factor Converg.
 OC1635;SPC ME W     -    94,986.751   893,627.702   MT  0.99996717   -0 03 16.5
 OC1635;UTM  19      - 4,838,009.818   399,604.934   MT  0.99972397   -0 51 37.9
 OC1635
 OC1635                          SUPERSEDED SURVEY CONTROL
 OC1635
 OC1635  NAD 83(1992)-  43 41 17.94157(N)    070 14 44.54121(W) AD(       ) 4
 OC1635  NAD 83(1986)-  43 41 17.94754(N)    070 14 44.54662(W) AD(       ) 4
 OC1635  NAD 27      -  43 41 17.65800(N)    070 14 46.38100(W) AD(       ) 3
 OC1635
 OC1635.Superseded values are not recommended for survey control.
 OC1635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1635.See file dsdata.txt to determine how the superseded data were derived.
 OC1635
 OC1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9960538010(NAD 83)
 OC1635_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OC1635+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2004
 OC1635
 OC1635  HISTORY     - Date     Condition        Report By
 OC1635  HISTORY     - 1941     MONUMENTED       CGS
 OC1635  HISTORY     - 1981     GOOD             NGS
 OC1635  HISTORY     - 19910711 GOOD             USPSQD
 OC1635  HISTORY     - 20020813 GOOD             USPSQD
 OC1635  HISTORY     - 20041022 GOOD             USPSQD
 OC1635
 OC1635                          STATION DESCRIPTION
 OC1635
 OC1635'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1635'STATION IS THE SMOKESTACK LOCATED AT THE MARINE HOSPITAL IN
 OC1635'PORTLAND.
 OC1635
 OC1635                          STATION RECOVERY (1981)
 OC1635
 OC1635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (DRM)
 OC1635'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 OC1635'
 OC1635'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN PORTLAND.
 OC1635
 OC1635                          STATION RECOVERY (1991)
 OC1635
 OC1635'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OC1635'RECOVERED IN GOOD CONDITION.
 OC1635
 OC1635                          STATION RECOVERY (2002)
 OC1635
 OC1635'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMW)
 OC1635'THE FACILITY IS NOW KNOWN AS MARTINS POINT HEALTH CARE.
 OC1635
 OC1635                          STATION RECOVERY (2004)
 OC1635
 OC1635'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMW)
 OC1635'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1847 ***********************************************************************
 OC1847  DESIGNATION -  PORTLAND ME MEDICAL HOSP STACK
 OC1847  PID         -  OC1847
 OC1847  STATE/COUNTY-  ME/CUMBERLAND
 OC1847  USGS QUAD   -  PORTLAND WEST (1978)
 OC1847
 OC1847                         *CURRENT SURVEY CONTROL
 OC1847  ___________________________________________________________________
 OC1847* NAD 83(1996)-  43 39 11.10972(N)    070 16 35.14103(W)     ADJUSTED  
 OC1847* NAVD 88     -                                                        
 OC1847  ___________________________________________________________________
 OC1847  LAPLACE CORR-           3.71  (seconds)                    DEFLEC99
 OC1847  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 OC1847
 OC1847  HORZ ORDER  -  THIRD
 OC1847
 OC1847.The horizontal coordinates were established by classical geodetic methods
 OC1847.and adjusted by the National Geodetic Survey in March 1998..
 OC1847
 OC1847
 OC1847.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1847
 OC1847.The geoid height was determined by GEOID03.
 OC1847
 OC1847;                    North         East     Units Scale Factor Converg.
 OC1847;SPC ME W     -    91,075.276   891,145.618   MT  0.99996763   -0 04 32.8
 OC1847;UTM  19      - 4,834,134.561   397,068.705   MT  0.99973032   -0 52 52.3
 OC1847
 OC1847                          SUPERSEDED SURVEY CONTROL
 OC1847
 OC1847  NAD 83(1992)-  43 39 11.10835(N)    070 16 35.14189(W) AD(       ) 4
 OC1847  NAD 83(1986)-  43 39 11.11429(N)    070 16 35.14754(W) AD(       ) 4
 OC1847  NAD 27      -  43 39 10.82432(N)    070 16 36.98742(W) AD(       ) 3
 OC1847
 OC1847.Superseded values are not recommended for survey control.
 OC1847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1847.See file dsdata.txt to determine how the superseded data were derived.
 OC1847
 OC1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9706934135(NAD 83)
 OC1847_MARKER: 63 = STACK
 OC1847
 OC1847  HISTORY     - Date     Condition        Report By
 OC1847  HISTORY     - 1975     FIRST OBSERVED   NGS
 OC1847  HISTORY     - 19910711 GOOD             USPSQD
 OC1847
 OC1847                          STATION DESCRIPTION
 OC1847
 OC1847'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 OC1847'THE STATION, PORTLAND MEDICAL STACK, IS THE TOP-CENTER OF THE
 OC1847'135 FOOT BRICK SMOKE STACK.  LOCATED IN THE CITY OF PORTLAND
 OC1847'ON THE WEST SIDE OF THE MAINE MEDICAL CENTER HOSPITAL.
 OC1847
 OC1847                          STATION RECOVERY (1991)
 OC1847
 OC1847'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OC1847'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1811 ***********************************************************************
 OC1811  DESIGNATION -  PORTLAND MIDDLE ST CHURCH
 OC1811  PID         -  OC1811
 OC1811  STATE/COUNTY-  ME/CUMBERLAND
 OC1811  USGS QUAD   -  PORTLAND WEST (1978)
 OC1811
 OC1811                         *CURRENT SURVEY CONTROL
 OC1811  ___________________________________________________________________
 OC1811* NAD 83(1996)-  43 39 31.43237(N)    070 15 08.41754(W)     ADJUSTED  
 OC1811* NAVD 88     -                                                        
 OC1811  ___________________________________________________________________
 OC1811  LAPLACE CORR-           3.59  (seconds)                    DEFLEC99
 OC1811  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 OC1811
 OC1811  HORZ ORDER  -  THIRD
 OC1811
 OC1811.The horizontal coordinates were established by classical geodetic methods
 OC1811.and adjusted by the National Geodetic Survey in March 1998..
 OC1811
 OC1811
 OC1811.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1811
 OC1811.The geoid height was determined by GEOID03.
 OC1811
 OC1811;                    North         East     Units Scale Factor Converg.
 OC1811;SPC ME W     -    91,700.178   893,089.579   MT  0.99996725   -0 03 32.9
 OC1811;UTM  19      - 4,834,731.931   399,020.790   MT  0.99972542   -0 51 52.7
 OC1811
 OC1811                          SUPERSEDED SURVEY CONTROL
 OC1811
 OC1811  NAD 83(1992)-  43 39 31.43072(N)    070 15 08.41837(W) AD(       ) 4
 OC1811  NAD 83(1986)-  43 39 31.43680(N)    070 15 08.42386(W) AD(       ) 4
 OC1811  NAD 27      -  43 39 31.14000(N)    070 15 10.27000(W) AD(       ) 3
 OC1811
 OC1811.Superseded values are not recommended for survey control.
 OC1811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1811.See file dsdata.txt to determine how the superseded data were derived.
 OC1811
 OC1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9902134732(NAD 83)
 OC1811
 OC1811  HISTORY     - Date     Condition        Report By
 OC1811  HISTORY     - UNK      MONUMENTED
 OC1811  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1811
 OC1811                          STATION DESCRIPTION
 OC1811
 OC1811'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1811'STATION LOST.  THE CHURCH WAS BURNED IN THE FIRE OF 1866.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1851 ***********************************************************************
 OC1851  DESIGNATION -  PORTLAND NETT MICROWAVE LIGHT
 OC1851  PID         -  OC1851
 OC1851  STATE/COUNTY-  ME/CUMBERLAND
 OC1851  USGS QUAD   -  PORTLAND WEST (1978)
 OC1851
 OC1851                         *CURRENT SURVEY CONTROL
 OC1851  ___________________________________________________________________
 OC1851* NAD 83(1996)-  43 39 21.41224(N)    070 15 49.35099(W)     ADJUSTED  
 OC1851* NAVD 88     -                                                        
 OC1851  ___________________________________________________________________
 OC1851  LAPLACE CORR-           3.66  (seconds)                    DEFLEC99
 OC1851  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 OC1851
 OC1851  HORZ ORDER  -  THIRD
 OC1851
 OC1851.The horizontal coordinates were established by classical geodetic methods
 OC1851.and adjusted by the National Geodetic Survey in March 1998..
 OC1851
 OC1851
 OC1851.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1851
 OC1851.The geoid height was determined by GEOID03.
 OC1851
 OC1851;                    North         East     Units Scale Factor Converg.
 OC1851;SPC ME W     -    91,391.950   892,172.060   MT  0.99996742   -0 04 01.2
 OC1851;UTM  19      - 4,834,436.703   398,099.251   MT  0.99972772   -0 52 20.8
 OC1851
 OC1851                          SUPERSEDED SURVEY CONTROL
 OC1851
 OC1851  NAD 83(1992)-  43 39 21.41086(N)    070 15 49.35186(W) AD(       ) 4
 OC1851  NAD 83(1986)-  43 39 21.41680(N)    070 15 49.35748(W) AD(       ) 4
 OC1851  NAD 27      -  43 39 21.12504(N)    070 15 51.19484(W) AD(       ) 3
 OC1851
 OC1851.Superseded values are not recommended for survey control.
 OC1851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1851.See file dsdata.txt to determine how the superseded data were derived.
 OC1851
 OC1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9809934437(NAD 83)
 OC1851
 OC1851  HISTORY     - Date     Condition        Report By
 OC1851  HISTORY     - 1975     FIRST OBSERVED   NGS
 OC1851  HISTORY     - 19910711 GOOD             USPSQD
 OC1851  HISTORY     - 20020813 MARK NOT FOUND   USPSQD
 OC1851
 OC1851                          STATION DESCRIPTION
 OC1851
 OC1851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 OC1851'THE STATION, PORTLAND NEW ENGLAND TELEPHONE AND TELEGRAPH
 OC1851'MICROWAVE LIGHT, IS THE ECCENTRIC RED LIGHT ATOP A 12 FOOT
 OC1851'MAST ATOP A 151 FOOT HIGH TOWER WHICH SITS ON THE SIXTH FLOOR ROOF
 OC1851'OF THE NEW ENGLAND TELEPHONE BUILDING.  LOCATED IN THE CITY OF
 OC1851'PORTLAND AT THE INTERSECTION OF FOREST AVE AND CUMBERLAND AVE.
 OC1851
 OC1851                          STATION RECOVERY (1991)
 OC1851
 OC1851'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OC1851'RECOVERED IN GOOD CONDITION.
 OC1851
 OC1851                          STATION RECOVERY (2002)
 OC1851
 OC1851'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMW)
 OC1851'THERE IS NO TALL TOWER ON THE BUILDING. THERE IS A VERY SHORT SECTION
 OC1851'WHICH MAY BE THE BASE OF THE ORIGINAL. IT HAS A NUNBER OF MICROWAVE
 OC1851'DISHES AROUND ITS TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1825 ***********************************************************************
 OC1825  DESIGNATION -  PORTLAND PARK ST UNITARIAN CH
 OC1825  PID         -  OC1825
 OC1825  STATE/COUNTY-  ME/CUMBERLAND
 OC1825  USGS QUAD   -  PORTLAND WEST (1978)
 OC1825
 OC1825                         *CURRENT SURVEY CONTROL
 OC1825  ___________________________________________________________________
 OC1825* NAD 83(1996)-  43 39 08.10074(N)    070 15 44.57859(W)     ADJUSTED  
 OC1825* NAVD 88     -                                                        
 OC1825  ___________________________________________________________________
 OC1825  LAPLACE CORR-           3.64  (seconds)                    DEFLEC99
 OC1825  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 OC1825
 OC1825  HORZ ORDER  -  THIRD
 OC1825
 OC1825.The horizontal coordinates were established by classical geodetic methods
 OC1825.and adjusted by the National Geodetic Survey in March 1998..
 OC1825
 OC1825
 OC1825.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1825
 OC1825.The geoid height was determined by GEOID03.
 OC1825
 OC1825;                    North         East     Units Scale Factor Converg.
 OC1825;SPC ME W     -    90,981.012   892,278.522   MT  0.99996740   -0 03 57.9
 OC1825;UTM  19      - 4,834,024.408   398,199.902   MT  0.99972747   -0 52 17.3
 OC1825
 OC1825                          SUPERSEDED SURVEY CONTROL
 OC1825
 OC1825  NAD 83(1992)-  43 39 08.09912(N)    070 15 44.57947(W) AD(       ) 4
 OC1825  NAD 83(1986)-  43 39 08.10519(N)    070 15 44.58508(W) AD(       ) 4
 OC1825  NAD 27      -  43 39 07.81200(N)    070 15 46.42700(W) AD(       ) 3
 OC1825
 OC1825.Superseded values are not recommended for survey control.
 OC1825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1825.See file dsdata.txt to determine how the superseded data were derived.
 OC1825
 OC1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9820034024(NAD 83)
 OC1825
 OC1825  HISTORY     - Date     Condition        Report By
 OC1825  HISTORY     - UNK      FIRST OBSERVED
 OC1825  HISTORY     - 1933     GOOD             CGS
 OC1825  HISTORY     - 1941     GOOD             CGS
 OC1825  HISTORY     - 1975     GOOD             NGS
 OC1825  HISTORY     - 19910711 GOOD             USPSQD
 OC1825  HISTORY     - 20020813 MARK NOT FOUND   USPSQD
 OC1825
 OC1825                          STATION DESCRIPTION
 OC1825
 OC1825'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1825'STATION RECOVERED.  NOW, HOLY TRINITY HELLENIC ORTHODOX CHURCH.  AT
 OC1825'CORNER OF PARK AND PLEASANT STREETS.
 OC1825
 OC1825                          STATION RECOVERY (1941)
 OC1825
 OC1825'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FLP)
 OC1825'RECOVERED AS DESCRIBED IN 1933.
 OC1825
 OC1825                          STATION RECOVERY (1975)
 OC1825
 OC1825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 OC1825'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN
 OC1825'1941.  THE DESCRIPTION WAS FOUND TO BE ADEQUATE.
 OC1825
 OC1825                          STATION RECOVERY (1991)
 OC1825
 OC1825'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OC1825'RECOVERED IN GOOD CONDITION.
 OC1825
 OC1825                          STATION RECOVERY (2002)
 OC1825
 OC1825'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMW)
 OC1825'NO STEEPLE IS MENTIONED IN THE PREVIOUS DESCRIPTIONS. THERE IS NO
 OC1825'STEEPLE ON THE CHURCH. A LOCAL RESIDENT SAID THERE WAS ONE, BUT DIDN'T
 OC1825'REMEMBER WHEN OR WHY IT WAS REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1801 ***********************************************************************
 OC1801  DESIGNATION -  PORTLAND PINE STREET METH CH
 OC1801  PID         -  OC1801
 OC1801  STATE/COUNTY-  ME/CUMBERLAND
 OC1801  USGS QUAD   -  PORTLAND WEST (1978)
 OC1801
 OC1801                         *CURRENT SURVEY CONTROL
 OC1801  ___________________________________________________________________
 OC1801* NAD 83(1996)-  43 39 09.24678(N)    070 16 02.33921(W)     ADJUSTED  
 OC1801* NAVD 88     -                                                        
 OC1801  ___________________________________________________________________
 OC1801  LAPLACE CORR-           3.68  (seconds)                    DEFLEC99
 OC1801  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 OC1801
 OC1801  HORZ ORDER  -  THIRD
 OC1801
 OC1801.The horizontal coordinates were established by classical geodetic methods
 OC1801.and adjusted by the National Geodetic Survey in March 1998..
 OC1801
 OC1801
 OC1801.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1801
 OC1801.The geoid height was determined by GEOID03.
 OC1801
 OC1801;                    North         East     Units Scale Factor Converg.
 OC1801;SPC ME W     -    91,016.851   891,880.577   MT  0.99996748   -0 04 10.1
 OC1801;UTM  19      - 4,834,065.827   397,802.595   MT  0.99972847   -0 52 29.6
 OC1801
 OC1801                          SUPERSEDED SURVEY CONTROL
 OC1801
 OC1801  NAD 83(1992)-  43 39 09.24517(N)    070 16 02.34008(W) AD(       ) 4
 OC1801  NAD 83(1986)-  43 39 09.25127(N)    070 16 02.34558(W) AD(       ) 4
 OC1801  NAD 27      -  43 39 08.95400(N)    070 16 04.18400(W) AD(       ) 3
 OC1801
 OC1801.Superseded values are not recommended for survey control.
 OC1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1801.See file dsdata.txt to determine how the superseded data were derived.
 OC1801
 OC1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9780334066(NAD 83)
 OC1801
 OC1801  HISTORY     - Date     Condition        Report By
 OC1801  HISTORY     - UNK      MONUMENTED
 OC1801  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1801  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OC1801
 OC1801                          STATION DESCRIPTION
 OC1801
 OC1801'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1801'STATION RECOVERED.  IT IS ON PINE STREET NEAR STATE STREET.
 OC1801
 OC1801                          STATION RECOVERY (1942)
 OC1801
 OC1801'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (HJB)
 OC1801'LOST.  THIS CHURCH WAS REMOVED APPROXIMATELY TWO YEARS AGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1861 ***********************************************************************
 OC1861  DESIGNATION -  PORTLAND RAD STA WGAN W MAST
 OC1861  PID         -  OC1861
 OC1861  STATE/COUNTY-  ME/CUMBERLAND
 OC1861  USGS QUAD   -  PORTLAND WEST (1978)
 OC1861
 OC1861                         *CURRENT SURVEY CONTROL
 OC1861  ___________________________________________________________________
 OC1861* NAD 83(1996)-  43 41 23.36005(N)    070 19 05.83373(W)     ADJUSTED  
 OC1861* NAVD 88     -                                                        
 OC1861  ___________________________________________________________________
 OC1861  LAPLACE CORR-           3.40  (seconds)                    DEFLEC99
 OC1861  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 OC1861
 OC1861  HORZ ORDER  -  THIRD
 OC1861
 OC1861.The horizontal coordinates were established by classical geodetic methods
 OC1861.and adjusted by the National Geodetic Survey in March 1998..
 OC1861
 OC1861
 OC1861.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1861
 OC1861.The geoid height was determined by GEOID03.
 OC1861
 OC1861;                    North         East     Units Scale Factor Converg.
 OC1861;SPC ME W     -    95,162.064   887,776.330   MT  0.99996850   -0 06 17.0
 OC1861;UTM  19      - 4,838,267.357   393,757.989   MT  0.99973883   -0 54 38.5
 OC1861
 OC1861                          SUPERSEDED SURVEY CONTROL
 OC1861
 OC1861  NAD 83(1992)-  43 41 23.35876(N)    070 19 05.83451(W) AD(       ) 4
 OC1861  NAD 83(1986)-  43 41 23.36475(N)    070 19 05.84004(W) AD(       ) 4
 OC1861  NAD 27      -  43 41 23.07636(N)    070 19 07.66435(W) AD(       ) 3
 OC1861
 OC1861.Superseded values are not recommended for survey control.
 OC1861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1861.See file dsdata.txt to determine how the superseded data were derived.
 OC1861
 OC1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9375838267(NAD 83)
 OC1861_MARKER: 42 = RADIO/TV MAST
 OC1861_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OC1861+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2002
 OC1861
 OC1861  HISTORY     - Date     Condition        Report By
 OC1861  HISTORY     - 1975     FIRST OBSERVED   NGS
 OC1861  HISTORY     - 1977     GOOD             NGS
 OC1861  HISTORY     - 19910711 GOOD             USPSQD
 OC1861  HISTORY     - 20020813 GOOD             USPSQD
 OC1861
 OC1861                          STATION DESCRIPTION
 OC1861
 OC1861'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 OC1861'THE STATION, PORTLAND RADIO MAST WEST WGAN, IS THE RED LIGHT
 OC1861'ATOP THE 400 FOOT, 4 LEGGED, STEEL, TOWER.  LOCATED IN THE CITY
 OC1861'OF PORTLAND ON LANE AVENUE 0.65 MILES FROM JUNCTION LANE AVENUE
 OC1861'AND FOREST AVENUE.
 OC1861
 OC1861                          STATION RECOVERY (1977)
 OC1861
 OC1861'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (PDC)
 OC1861'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 OC1861'
 OC1861'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OC1861'STA. IS IN PORTLAND.
 OC1861
 OC1861                          STATION RECOVERY (1991)
 OC1861
 OC1861'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OC1861'RECOVERED IN GOOD CONDITION.
 OC1861
 OC1861                          STATION RECOVERY (2002)
 OC1861
 OC1861'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMW)
 OC1861'THERE IS A THIRD TOWER NOW AT THE LOCATION JUST NORTH OF THE TWO
 OC1861'TOWERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1862 ***********************************************************************
 OC1862  DESIGNATION -  PORTLAND RAD STA WGAN E MAST
 OC1862  PID         -  OC1862
 OC1862  STATE/COUNTY-  ME/CUMBERLAND
 OC1862  USGS QUAD   -  PORTLAND WEST (1978)
 OC1862
 OC1862                         *CURRENT SURVEY CONTROL
 OC1862  ___________________________________________________________________
 OC1862* NAD 83(1996)-  43 41 23.57477(N)    070 18 59.86801(W)     ADJUSTED  
 OC1862* NAVD 88     -                                                        
 OC1862  ___________________________________________________________________
 OC1862  LAPLACE CORR-           3.39  (seconds)                    DEFLEC99
 OC1862  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 OC1862
 OC1862  HORZ ORDER  -  THIRD
 OC1862
 OC1862.The horizontal coordinates were established by classical geodetic methods
 OC1862.and adjusted by the National Geodetic Survey in March 1998..
 OC1862
 OC1862
 OC1862.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1862
 OC1862.The geoid height was determined by GEOID03.
 OC1862
 OC1862;                    North         East     Units Scale Factor Converg.
 OC1862;SPC ME W     -    95,168.447   887,909.941   MT  0.99996846   -0 06 12.9
 OC1862;UTM  19      - 4,838,271.859   393,891.647   MT  0.99973849   -0 54 34.4
 OC1862
 OC1862                          SUPERSEDED SURVEY CONTROL
 OC1862
 OC1862  NAD 83(1992)-  43 41 23.57347(N)    070 18 59.86879(W) AD(       ) 4
 OC1862  NAD 83(1986)-  43 41 23.57947(N)    070 18 59.87432(W) AD(       ) 4
 OC1862  NAD 27      -  43 41 23.29141(N)    070 19 01.69955(W) AD(       ) 3
 OC1862
 OC1862.Superseded values are not recommended for survey control.
 OC1862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1862.See file dsdata.txt to determine how the superseded data were derived.
 OC1862
 OC1862_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9389238272(NAD 83)
 OC1862_MARKER: 42 = RADIO/TV MAST
 OC1862_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OC1862+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2002
 OC1862
 OC1862  HISTORY     - Date     Condition        Report By
 OC1862  HISTORY     - 1975     FIRST OBSERVED   NGS
 OC1862  HISTORY     - 1977     GOOD             NGS
 OC1862  HISTORY     - 19910711 GOOD             USPSQD
 OC1862  HISTORY     - 20020813 GOOD             USPSQD
 OC1862
 OC1862                          STATION DESCRIPTION
 OC1862
 OC1862'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 OC1862'THE STATION, PORTLAND RADIO MAST EAST WGAN, IS THE RED LIGHT
 OC1862'ATOP THE 400 FOOT, 4 LEGGED, STEEL, TOWER.  LOCATED IN THE
 OC1862'CITY OF PORTLAND ON LANE AVENUE 0.65 MILES FROM JUNCTION LANE
 OC1862'AVENUE AND FOREST AVENUE.
 OC1862
 OC1862                          STATION RECOVERY (1977)
 OC1862
 OC1862'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (PDC)
 OC1862'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 OC1862'
 OC1862'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OC1862'STA. IS IN PORTLAND.
 OC1862
 OC1862                          STATION RECOVERY (1991)
 OC1862
 OC1862'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OC1862'RECOVERED IN GOOD CONDITION.
 OC1862
 OC1862                          STATION RECOVERY (2002)
 OC1862
 OC1862'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMW)
 OC1862'THERE IS A THIRD TOWER NOW AT THE LOCATION JUST NORTH OF THE TWO
 OC1862'TOWERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1854 ***********************************************************************
 OC1854  DESIGNATION -  PORTLAND RAD STA WPOR MAST
 OC1854  PID         -  OC1854
 OC1854  STATE/COUNTY-  ME/CUMBERLAND
 OC1854  USGS QUAD   -  PORTLAND WEST (1978)
 OC1854
 OC1854                         *CURRENT SURVEY CONTROL
 OC1854  ___________________________________________________________________
 OC1854* NAD 83(1996)-  43 39 52.13157(N)    070 16 07.44508(W)     ADJUSTED  
 OC1854* NAVD 88     -                                                        
 OC1854  ___________________________________________________________________
 OC1854  LAPLACE CORR-           3.65  (seconds)                    DEFLEC99
 OC1854  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 OC1854
 OC1854  HORZ ORDER  -  THIRD
 OC1854
 OC1854.The horizontal coordinates were established by classical geodetic methods
 OC1854.and adjusted by the National Geodetic Survey in March 1998..
 OC1854
 OC1854
 OC1854.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1854
 OC1854.The geoid height was determined by GEOID03.
 OC1854
 OC1854;                    North         East     Units Scale Factor Converg.
 OC1854;SPC ME W     -    92,340.485   891,767.790   MT  0.99996750   -0 04 13.7
 OC1854;UTM  19      - 4,835,390.600   397,708.449   MT  0.99972870   -0 52 33.8
 OC1854
 OC1854                          SUPERSEDED SURVEY CONTROL
 OC1854
 OC1854  NAD 83(1992)-  43 39 52.13020(N)    070 16 07.44595(W) AD(       ) 4
 OC1854  NAD 83(1986)-  43 39 52.13613(N)    070 16 07.45152(W) AD(       ) 4
 OC1854  NAD 27      -  43 39 51.84596(N)    070 16 09.28498(W) AD(       ) 3
 OC1854
 OC1854.Superseded values are not recommended for survey control.
 OC1854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1854.See file dsdata.txt to determine how the superseded data were derived.
 OC1854
 OC1854_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9770835391(NAD 83)
 OC1854_MARKER: 42 = RADIO/TV MAST
 OC1854
 OC1854  HISTORY     - Date     Condition        Report By
 OC1854  HISTORY     - 1975     FIRST OBSERVED   NGS
 OC1854  HISTORY     - 19910711 GOOD             USPSQD
 OC1854  HISTORY     - 20020813 MARK NOT FOUND   USPSQD
 OC1854
 OC1854                          STATION DESCRIPTION
 OC1854
 OC1854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 OC1854'THE STATION, PORTLAND RADIO MAST WPOR, IS THE RED LIGHT ATOP THE
 OC1854'306 FOOT HIGH, 3 LEGGED, TUBULAR, STEEL, MAST.  LOCATED IN THE
 OC1854'CITY OF PORTLAND AT THE NORTH EAST END OF A PAVED DRIVE LEADING
 OC1854'FROM BAXTER BLVD 0.1 MILE NORTH OF JUNCTION BAXTER BLVD AND
 OC1854'FOREST AVE.
 OC1854
 OC1854                          STATION RECOVERY (1991)
 OC1854
 OC1854'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OC1854'RECOVERED IN GOOD CONDITION.
 OC1854
 OC1854                          STATION RECOVERY (2002)
 OC1854
 OC1854'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMW)
 OC1854'THE STATION REPLACED THE ANTENNA WITH A NEW ONE ON THE PROPERTY. THE
 OC1854'STATION ENGINEER SAID IT WAS REPLACED IN 1985. THE MARK SHOULD BE
 OC1854'CONSIDERED AS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1812 ***********************************************************************
 OC1812  DESIGNATION -  PORTLAND SPTANDPIPE
 OC1812  PID         -  OC1812
 OC1812  STATE/COUNTY-  ME/CUMBERLAND
 OC1812  USGS QUAD   -  PORTLAND WEST (1978)
 OC1812
 OC1812                         *CURRENT SURVEY CONTROL
 OC1812  ___________________________________________________________________
 OC1812* NAD 83(1996)-  43 40 09.17706(N)    070 15 06.03592(W)     ADJUSTED  
 OC1812* NAVD 88     -                                                        
 OC1812  ___________________________________________________________________
 OC1812  LAPLACE CORR-           3.63  (seconds)                    DEFLEC99
 OC1812  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 OC1812
 OC1812  HORZ ORDER  -  THIRD
 OC1812
 OC1812.The horizontal coordinates were established by classical geodetic methods
 OC1812.and adjusted by the National Geodetic Survey in March 1998..
 OC1812
 OC1812
 OC1812.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1812
 OC1812.The geoid height was determined by GEOID03.
 OC1812
 OC1812;                    North         East     Units Scale Factor Converg.
 OC1812;SPC ME W     -    92,864.987   893,144.135   MT  0.99996724   -0 03 31.3
 OC1812;UTM  19      - 4,835,895.577   399,091.700   MT  0.99972524   -0 51 51.7
 OC1812
 OC1812                          SUPERSEDED SURVEY CONTROL
 OC1812
 OC1812  NAD 83(1992)-  43 40 09.17545(N)    070 15 06.03676(W) AD(       ) 4
 OC1812  NAD 83(1986)-  43 40 09.18155(N)    070 15 06.04235(W) AD(       ) 4
 OC1812  NAD 27      -  43 40 08.88300(N)    070 15 07.86600(W) AD(       ) 3
 OC1812
 OC1812.Superseded values are not recommended for survey control.
 OC1812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1812.See file dsdata.txt to determine how the superseded data were derived.
 OC1812
 OC1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9909235896(NAD 83)
 OC1812
 OC1812  HISTORY     - Date     Condition        Report By
 OC1812  HISTORY     - UNK      MONUMENTED
 OC1812  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1812  HISTORY     - 1941     SEE DESCRIPTION  CGS
 OC1812
 OC1812                          STATION DESCRIPTION
 OC1812
 OC1812'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1812'STATION RECOVERED.  THIS STANDPIPE STANDS NEAR THE RESERVOIR ON
 OC1812'THE EASTERN PROMENADE.
 OC1812
 OC1812                          STATION RECOVERY (1941)
 OC1812
 OC1812'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FLP)
 OC1812'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1857 ***********************************************************************
 OC1857  DESIGNATION -  PORTLAND ST JOSEPHS CONVENT
 OC1857  PID         -  OC1857
 OC1857  STATE/COUNTY-  ME/CUMBERLAND
 OC1857  USGS QUAD   -  PORTLAND WEST (1978)
 OC1857
 OC1857                         *CURRENT SURVEY CONTROL
 OC1857  ___________________________________________________________________
 OC1857* NAD 83(1996)-  43 40 44.80075(N)    070 17 37.10721(W)     ADJUSTED  
 OC1857* NAVD 88     -                                                        
 OC1857  ___________________________________________________________________
 OC1857  LAPLACE CORR-           3.41  (seconds)                    DEFLEC99
 OC1857  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 OC1857
 OC1857  HORZ ORDER  -  THIRD
 OC1857
 OC1857.The horizontal coordinates were established by classical geodetic methods
 OC1857.and adjusted by the National Geodetic Survey in March 1998..
 OC1857
 OC1857
 OC1857.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1857
 OC1857.The geoid height was determined by GEOID03.
 OC1857
 OC1857;                    North         East     Units Scale Factor Converg.
 OC1857;SPC ME W     -    93,968.718   889,761.494   MT  0.99996796   -0 05 15.7
 OC1857;UTM  19      - 4,837,046.492   395,725.716   MT  0.99973374   -0 53 36.6
 OC1857
 OC1857                          SUPERSEDED SURVEY CONTROL
 OC1857
 OC1857  NAD 83(1992)-  43 40 44.79942(N)    070 17 37.10801(W) AD(       ) 4
 OC1857  NAD 83(1986)-  43 40 44.80538(N)    070 17 37.11359(W) AD(       ) 4
 OC1857  NAD 27      -  43 40 44.51639(N)    070 17 38.94245(W) AD(       ) 3
 OC1857
 OC1857.Superseded values are not recommended for survey control.
 OC1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1857.See file dsdata.txt to determine how the superseded data were derived.
 OC1857
 OC1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9572637046(NAD 83)
 OC1857_MARKER: 89 = SPIRE
 OC1857
 OC1857  HISTORY     - Date     Condition        Report By
 OC1857  HISTORY     - 1975     FIRST OBSERVED   NGS
 OC1857  HISTORY     - 19910711 GOOD             USPSQD
 OC1857  HISTORY     - 20020813 GOOD             USPSQD
 OC1857
 OC1857                          STATION DESCRIPTION
 OC1857
 OC1857'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 OC1857'THE STATION, SAINT JOSEPHS CONVENT SPIRE, IS THE CENTER OF THE
 OC1857'GREEN CELTIC CROSS ATOP THE BROWN, 105 FOOT HIGH, GOTHIC SPIRE
 OC1857'OF THE SAINT JOSEPHS CONVENT.  LOCATED IN THE CITY OF PORTLAND
 OC1857'ON STEVENS AVE 0.35 MILES EAST OF INTERSECTION STEVENS AVE
 OC1857'AND PLEASANT AVE.
 OC1857
 OC1857                          STATION RECOVERY (1991)
 OC1857
 OC1857'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OC1857'RECOVERED IN GOOD CONDITION.
 OC1857
 OC1857                          STATION RECOVERY (2002)
 OC1857
 OC1857'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMW)
 OC1857'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1639 ***********************************************************************
 OC1639  DESIGNATION -  PORTLAND ST LAWRENCE CONG CH
 OC1639  PID         -  OC1639
 OC1639  STATE/COUNTY-  ME/CUMBERLAND
 OC1639  USGS QUAD   -  PORTLAND EAST (1975)
 OC1639
 OC1639                         *CURRENT SURVEY CONTROL
 OC1639  ___________________________________________________________________
 OC1639* NAD 83(1996)-  43 39 56.64784(N)    070 14 52.38132(W)     ADJUSTED  
 OC1639* NAVD 88     -                                                        
 OC1639  ___________________________________________________________________
 OC1639  LAPLACE CORR-           3.61  (seconds)                    DEFLEC99
 OC1639  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 OC1639
 OC1639  HORZ ORDER  -  THIRD
 OC1639
 OC1639.The horizontal coordinates were established by classical geodetic methods
 OC1639.and adjusted by the National Geodetic Survey in March 1998..
 OC1639
 OC1639
 OC1639.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1639
 OC1639.The geoid height was determined by GEOID03.
 OC1639
 OC1639;                    North         East     Units Scale Factor Converg.
 OC1639;SPC ME W     -    92,478.008   893,449.649   MT  0.99996719   -0 03 21.9
 OC1639;UTM  19      - 4,835,504.435   399,391.670   MT  0.99972450   -0 51 42.0
 OC1639
 OC1639                          SUPERSEDED SURVEY CONTROL
 OC1639
 OC1639  NAD 83(1992)-  43 39 56.64596(N)    070 14 52.38228(W) AD(       ) 4
 OC1639  NAD 83(1986)-  43 39 56.65246(N)    070 14 52.38755(W) AD(       ) 4
 OC1639  NAD 27      -  43 39 56.28800(N)    070 14 54.24200(W) AD(       ) 3
 OC1639
 OC1639.Superseded values are not recommended for survey control.
 OC1639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1639.See file dsdata.txt to determine how the superseded data were derived.
 OC1639
 OC1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9939235504(NAD 83)
 OC1639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OC1639+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2004
 OC1639
 OC1639  HISTORY     - Date     Condition        Report By
 OC1639  HISTORY     - UNK      FIRST OBSERVED
 OC1639  HISTORY     - 1933     GOOD             CGS
 OC1639  HISTORY     - 1975     GOOD             NGS
 OC1639  HISTORY     - 19910711 GOOD             USPSQD
 OC1639  HISTORY     - 20020813 GOOD             USPSQD
 OC1639  HISTORY     - 20041024 GOOD             GEOCAC
 OC1639
 OC1639                          STATION DESCRIPTION
 OC1639
 OC1639'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1639'STATION RECOVERED.  THIS CHURCH IS THE CONGRESS STREET METHODIST
 OC1639'CHURCH AT THE CORNER OF CONGRESS AND ST. LAWRENCE STREETS.
 OC1639
 OC1639                          STATION RECOVERY (1975)
 OC1639
 OC1639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 OC1639'THE STATION IS DESCRIBED HERE BECAUSE THE OLD DESCRIPTION IS
 OC1639'PERSENTLY UNAVAILABLE.
 OC1639'
 OC1639'THE STATION, PORTLAND SAINT LAWRENCE CONGREGATIONAL CHURCH
 OC1639'SPIRE, IS THE GREEN BALL ATOP OF THE BELFRY CAP OF THE ST
 OC1639'LAWRENCE CONGREGATIONAL CHURCH.  LOCATED IN THE CITY OF PORTLAND
 OC1639'AT THE INTERSECTION OF CONGRESS STREET AND MUNJOY STREET.
 OC1639
 OC1639                          STATION RECOVERY (1991)
 OC1639
 OC1639'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OC1639'RECOVERED IN GOOD CONDITION.
 OC1639
 OC1639                          STATION RECOVERY (2002)
 OC1639
 OC1639'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMW)
 OC1639'THE DESCRIPTION IS STILL ADEQUATE EXCEPT IT IS NO LONGER A CHURCH.
 OC1639
 OC1639                          STATION RECOVERY (2004)
 OC1639
 OC1639'RECOVERY NOTE BY GEOCACHING 2004 (CEA)
 OC1639'THE BUILDING IS NOW THE ST. LAWRENCE ARTS AND COMMUNITY CENTER.
 OC1639'EXTENSIVE RENNOVATION IS BEING DONE TO THE INTERIOR TO FULLY PRESERVE
 OC1639'IT, WHILE TRANSFORMING IT TO THE NEEDS OF ITS CURRENT OCCUPANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1798 ***********************************************************************
 OC1798  DESIGNATION -  PORTLAND STATE ST TALL SPIRE
 OC1798  PID         -  OC1798
 OC1798  STATE/COUNTY-  ME/CUMBERLAND
 OC1798  USGS QUAD   -  PORTLAND WEST (1978)
 OC1798
 OC1798                         *CURRENT SURVEY CONTROL
 OC1798  ___________________________________________________________________
 OC1798* NAD 83(1996)-  43 39 08.80641(N)    070 15 55.75711(W)     ADJUSTED  
 OC1798* NAVD 88     -                                                        
 OC1798  ___________________________________________________________________
 OC1798  LAPLACE CORR-           3.67  (seconds)                    DEFLEC99
 OC1798  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 OC1798
 OC1798  HORZ ORDER  -  THIRD
 OC1798
 OC1798.The horizontal coordinates were established by classical geodetic methods
 OC1798.and adjusted by the National Geodetic Survey in March 1998..
 OC1798
 OC1798
 OC1798.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1798
 OC1798.The geoid height was determined by GEOID03.
 OC1798
 OC1798;                    North         East     Units Scale Factor Converg.
 OC1798;SPC ME W     -    91,003.083   892,028.054   MT  0.99996745   -0 04 05.6
 OC1798;UTM  19      - 4,834,049.992   397,949.829   MT  0.99972810   -0 52 25.0
 OC1798
 OC1798                          SUPERSEDED SURVEY CONTROL
 OC1798
 OC1798  NAD 83(1992)-  43 39 08.80480(N)    070 15 55.75798(W) AD(       ) 4
 OC1798  NAD 83(1986)-  43 39 08.81085(N)    070 15 55.76352(W) AD(       ) 4
 OC1798  NAD 27      -  43 39 08.51000(N)    070 15 57.60000(W) AD(       ) 3
 OC1798
 OC1798.Superseded values are not recommended for survey control.
 OC1798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1798.See file dsdata.txt to determine how the superseded data were derived.
 OC1798
 OC1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9795034050(NAD 83)
 OC1798
 OC1798  HISTORY     - Date     Condition        Report By
 OC1798  HISTORY     - UNK      MONUMENTED
 OC1798  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1798
 OC1798                          STATION DESCRIPTION
 OC1798
 OC1798'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1798'STATION LOST.  CHURCH REMODELED, NEW SPIRE HAS BEEN PUT
 OC1798'ON.  IT WAS THE STATE STREET CONGREGATIONAL CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1855 ***********************************************************************
 OC1855  DESIGNATION -  PORTLAND WOODFORDS CONG CH
 OC1855  PID         -  OC1855
 OC1855  STATE/COUNTY-  ME/CUMBERLAND
 OC1855  USGS QUAD   -  PORTLAND WEST (1978)
 OC1855
 OC1855                         *CURRENT SURVEY CONTROL
 OC1855  ___________________________________________________________________
 OC1855* NAD 83(1996)-  43 40 14.48731(N)    070 17 15.68645(W)     ADJUSTED  
 OC1855* NAVD 88     -                                                        
 OC1855  ___________________________________________________________________
 OC1855  LAPLACE CORR-           3.55  (seconds)                    DEFLEC99
 OC1855  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 OC1855
 OC1855  HORZ ORDER  -  THIRD
 OC1855
 OC1855.The horizontal coordinates were established by classical geodetic methods
 OC1855.and adjusted by the National Geodetic Survey in March 1998..
 OC1855
 OC1855
 OC1855.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1855
 OC1855.The geoid height was determined by GEOID03.
 OC1855
 OC1855;                    North         East     Units Scale Factor Converg.
 OC1855;SPC ME W     -    93,032.476   890,239.922   MT  0.99996784   -0 05 00.8
 OC1855;UTM  19      - 4,836,103.836   396,190.822   MT  0.99973255   -0 53 21.3
 OC1855
 OC1855                          SUPERSEDED SURVEY CONTROL
 OC1855
 OC1855  NAD 83(1992)-  43 40 14.48596(N)    070 17 15.68728(W) AD(       ) 4
 OC1855  NAD 83(1986)-  43 40 14.49191(N)    070 17 15.69286(W) AD(       ) 4
 OC1855  NAD 27      -  43 40 14.20135(N)    070 17 17.52469(W) AD(       ) 3
 OC1855
 OC1855.Superseded values are not recommended for survey control.
 OC1855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1855.See file dsdata.txt to determine how the superseded data were derived.
 OC1855
 OC1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9619136104(NAD 83)
 OC1855_MARKER: 90 = CHURCH SPIRE
 OC1855
 OC1855  HISTORY     - Date     Condition        Report By
 OC1855  HISTORY     - 1975     FIRST OBSERVED   NGS
 OC1855  HISTORY     - 19910711 GOOD             USPSQD
 OC1855  HISTORY     - 20020813 GOOD             USPSQD
 OC1855
 OC1855                          STATION DESCRIPTION
 OC1855
 OC1855'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 OC1855'THE STATION, WOODFORDS CONGREGATIONALIST CHURCH SPIRE, IS THE
 OC1855'GOLD BALL AT THE TOP-CENTER OF THE WHITE 120 FOOT HIGH SPIRE OF
 OC1855'THE WOODFORDS CORNER CHURCH.  LOCATED IN THE CITY OF PORTLAND
 OC1855'AT WOODFORDS CORNER AT THE INTERSECTION OF WOODFORD STREET AND
 OC1855'BEACON STREET.
 OC1855
 OC1855                          STATION RECOVERY (1991)
 OC1855
 OC1855'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OC1855'RECOVERED IN GOOD CONDITION.
 OC1855
 OC1855                          STATION RECOVERY (2002)
 OC1855
 OC1855'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMW)
 OC1855'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2277 ***********************************************************************
 OC2277  DESIGNATION -  PORTSMOUTH NAVY YD PRISON CHIM
 OC2277  PID         -  OC2277
 OC2277  STATE/COUNTY-  ME/YORK
 OC2277  USGS QUAD   -  KITTERY (1989)
 OC2277
 OC2277                         *CURRENT SURVEY CONTROL
 OC2277  ___________________________________________________________________
 OC2277* NAD 83(1996)-  43 04 34.55356(N)    070 43 51.84756(W)     ADJUSTED  
 OC2277* NAVD 88     -                                                        
 OC2277  ___________________________________________________________________
 OC2277  LAPLACE CORR-           3.14  (seconds)                    DEFLEC99
 OC2277  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 OC2277
 OC2277  HORZ ORDER  -  THIRD
 OC2277
 OC2277.The horizontal coordinates were established by classical geodetic methods
 OC2277.and adjusted by the National Geodetic Survey in March 1998..
 OC2277
 OC2277
 OC2277.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2277
 OC2277.The geoid height was determined by GEOID03.
 OC2277
 OC2277;                    North         East     Units Scale Factor Converg.
 OC2277;SPC ME W     -    27,141.434   854,036.548   MT  0.99999265   -0 23 07.7
 OC2277;UTM  19      - 4,770,738.110   359,076.594   MT  0.99984431   -1 10 56.9
 OC2277
 OC2277                          SUPERSEDED SURVEY CONTROL
 OC2277
 OC2277  NAD 83(1992)-  43 04 34.55270(N)    070 43 51.84766(W) AD(       ) 4
 OC2277  NAD 83(1986)-  43 04 34.55631(N)    070 43 51.85288(W) AD(       ) 4
 OC2277  NAD 27      -  43 04 34.23300(N)    070 43 53.64300(W) AD(       ) 3
 OC2277
 OC2277.Superseded values are not recommended for survey control.
 OC2277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2277.See file dsdata.txt to determine how the superseded data were derived.
 OC2277
 OC2277_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH5907770738(NAD 83)
 OC2277
 OC2277  HISTORY     - Date     Condition        Report By
 OC2277  HISTORY     - UNK      MONUMENTED
 OC2277  HISTORY     - 1928     SEE DESCRIPTION  CGS
 OC2277
 OC2277                          STATION DESCRIPTION
 OC2277
 OC2277'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (GCM)
 OC2277'CUTS WERE TAKEN TO THE TALL BLACK CHIMNEY ON THE NAVAL PRISON
 OC2277'AND THEY CHECKED VERY CLOSELY THE ORIGINAL POSITION.  THIS PRISON
 OC2277'IS THE MOST PROMINENT BUILDING ON SEAVYS ISLAND.  IS SITUATED
 OC2277'NEAR SE CORNER OF THE ISLAND.  THE CHIMNEY IS NW OF THE TALL
 OC2277'TOWER AND BUT A FEW FEET HIGHER.  FROM OFFSHORE IT APPEARS AS A
 OC2277'SMALL BLACK CUPOLA ON THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2308 ***********************************************************************
 PE2308  DESIGNATION -  POST HILL 1859
 PE2308  PID         -  PE2308
 PE2308  STATE/COUNTY-  ME/KNOX
 PE2308  USGS QUAD   -  ROCKLAND (1979)
 PE2308
 PE2308                         *CURRENT SURVEY CONTROL
 PE2308  ___________________________________________________________________
 PE2308* NAD 83(1996)-  44 05 11.57516(N)    069 04 34.99108(W)     ADJUSTED  
 PE2308* NAVD 88     -        59.     (meters)     194.     (feet)  SCALED    
 PE2308  ___________________________________________________________________
 PE2308  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 PE2308  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 PE2308
 PE2308  HORZ ORDER  -  THIRD
 PE2308
 PE2308.The horizontal coordinates were established by classical geodetic methods
 PE2308.and adjusted by the National Geodetic Survey in March 1998..
 PE2308
 PE2308.The orthometric height was scaled from a topographic map.
 PE2308
 PE2308.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2308
 PE2308.The geoid height was determined by GEOID03.
 PE2308
 PE2308;                    North         East     Units Scale Factor Converg.
 PE2308;SPC ME E     -    46,809.887   253,842.086   MT  0.99992619   -0 24 03.7
 PE2308;SPC ME W     -   139,807.764   987,317.276   MT  1.00006040   +0 45 31.0
 PE2308;UTM  19      - 4,881,488.518   493,884.697   MT  0.99960046   -0 03 11.3
 PE2308
 PE2308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2308!SPC ME E     -   0.99999472  x   0.99992619  =   0.99992091
 PE2308!SPC ME W     -   0.99999472  x   1.00006040  =   1.00005512
 PE2308!UTM  19      -   0.99999472  x   0.99960046  =   0.99959518
 PE2308
 PE2308|---------------------------------------------------------------------|
 PE2308| PID    Reference Object                     Distance      Geod. Az  |
 PE2308|                                                           dddmmss.s |
 PE2308| PE2318 NEAR POST HILL FLAG IN TREE         265.883 METERS 06439     |
 PE2308| PE2292 MONROE ISLAND FLAG IN TREE          APPROX. 3.4 KM 1095008.9 |
 PE2308| PE2322 SHEEP ISLAND FLAG IN TREE           APPROX. 3.3 KM 1410145.7 |
 PE2308| PE2291 FISHERMAN ISLAND FLAG IN TREE       APPROX. 5.8 KM 1475057.2 |
 PE2308| PE2288 CRESCENT ISLAND                     APPROX. 7.9 KM 1552735.3 |
 PE2308| PE2294 RACKLEYS IS FLAG IN TREE            APPROX. 9.6 KM 1664549.5 |
 PE2308| PE2309 HIGH ISLAND                         APPROX. 8.2 KM 1703921.7 |
 PE2308| PE2280 ASH POINT ISLAND FLAG IN TREE       APPROX. 5.1 KM 1742628.5 |
 PE2308| OB0300 HEWETTS IS FLAG IN TREE             APPROX.10.4 KM 1763440.1 |
 PE2308| PE2315 BEALES HOUSE CHIMNEY                APPROX. 8.3 KM 1773527.5 |
 PE2308| OB0307 CROCKETTS CAPT HOUSE NE CHIM        APPROX.10.8 KM 1784912.6 |
 PE2308| OB0306 PLEASANT IS FLAG IN TREE            APPROX.11.6 KM 1863537.0 |
 PE2308| OB0304 LARGE HOUSE NORTH CHIMNEY           APPROX.10.4 KM 1980408.9 |
 PE2308| PE2325 THORNDIKE HILL FLAG IN TREE         APPROX. 7.0 KM 2070646.2 |
 PE2308| PE2356 FOGG HILL 2 FLAG IN TREE            APPROX. 9.9 KM 2081106.8 |
 PE2308| PE2360 FOGG HILL 1 FLAG IN TREE            APPROX.10.0 KM 2085843.6 |
 PE2308| PE2361 HARRINGTON HILL FLAG IN TREE        APPROX. 8.1 KM 2170427.6 |
 PE2308| OB0328 TURKEY CHURCH                       APPROX.20.6 KM 2205523.7 |
 PE2308| PE2327 SOUTH THOMASTON WHITE SPIRE         APPROX. 5.2 KM 2235458.8 |
 PE2308| PE2289 RED SCHOOLHOUSE CHIMNEY             APPROX. 2.3 KM 2415203.5 |
 PE2308| PE2324 ROCKLAND CATHOLIC CHURCH            APPROX. 3.7 KM 2973251.8 |
 PE2308| PE2298 ROCKLAND EPISCOPAL CHURCH           APPROX. 3.5 KM 2992253.0 |
 PE2308| PE2302 ROCKLAND METHODIST CHURCH           APPROX. 3.3 KM 3033239.5 |
 PE2308| PE2301 WHITE SPIRE VANE HEART ARROWS       APPROX. 3.4 KM 3043823.8 |
 PE2308| PE2357 CENTER DARK BARN CH HILLSIDE        APPROX. 6.0 KM 3080143.3 |
 PE2308| PE2284 ROCKLAND BAPTIST CHURCH SPIRE       APPROX. 3.4 KM 3091821.6 |
 PE2308| PE2287 ROCKLAND CONGREGATIONAL CHURCH      APPROX. 3.5 KM 3094136.5 |
 PE2308| PE2304 ROCKLAND STEAM MILL TALL CHIM       APPROX. 3.6 KM 3113206.3 |
 PE2308| PE2332 ROCKLAND FIRST BAP CH CLOCKTWR      APPROX. 4.0 KM 3201619.7 |
 PE2308| PE2365 DODGE HOMESTEAD SOUTH CHIMNEY       APPROX. 7.0 KM 3215712.7 |
 PE2308| PE2282 ROCKLAND CHURCH CUPOLA              APPROX. 4.2 KM 3293632.4 |
 PE2308| PE2276 BEECH HILL LONE TREE                APPROX. 9.3 KM 3464940.0 |
 PE2308|---------------------------------------------------------------------|
 PE2308
 PE2308                          SUPERSEDED SURVEY CONTROL
 PE2308
 PE2308  NAD 83(1992)-  44 05 11.58080(N)    069 04 34.97132(W) AD(       ) 3
 PE2308  NAD 83(1986)-  44 05 11.58501(N)    069 04 34.97805(W) AD(       ) 3
 PE2308  NAD 27      -  44 05 11.29800(N)    069 04 36.82800(W) AD(       ) 3
 PE2308
 PE2308.Superseded values are not recommended for survey control.
 PE2308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2308.See file dsdata.txt to determine how the superseded data were derived.
 PE2308
 PE2308_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ9388581489(NAD 83)
 PE2308
 PE2308  HISTORY     - Date     Condition        Report By
 PE2308  HISTORY     - 1859     MONUMENTED       COASUR
 PE2308  HISTORY     - 1911     SEE DESCRIPTION  CGS
 PE2308  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2308
 PE2308                          STATION DESCRIPTION
 PE2308
 PE2308'DESCRIBED BY COAST AND GEODETIC SURVEY 1911
 PE2308'REPORTED LOST IN 1911.
 PE2308
 PE2308                          STATION RECOVERY (1943)
 PE2308
 PE2308'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2308'A SEARCH WAS MADE ON THE LEDGES IN THIS VICINITY BUT NO
 PE2308'MARK WAS FOUND.  PLANE-TABLE AND AIR COMPILATION METHODS
 PE2308'MIGHT LOCATE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2307 ***********************************************************************
 PE2307  DESIGNATION -  POST HILL D STEEL BEACON
 PE2307  PID         -  PE2307
 PE2307  STATE/COUNTY-  ME/KNOX
 PE2307  USGS QUAD   -  ROCKLAND (1979)
 PE2307
 PE2307                         *CURRENT SURVEY CONTROL
 PE2307  ___________________________________________________________________
 PE2307* NAD 83(1996)-  44 05 09.95705(N)    069 04 29.04518(W)     ADJUSTED  
 PE2307* NAVD 88     -        10.     (meters)      33.     (feet)  SCALED    
 PE2307  ___________________________________________________________________
 PE2307  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 PE2307  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 PE2307
 PE2307  HORZ ORDER  -  THIRD
 PE2307
 PE2307.The horizontal coordinates were established by classical geodetic methods
 PE2307.and adjusted by the National Geodetic Survey in March 1998..
 PE2307
 PE2307.The orthometric height was scaled from a topographic map.
 PE2307
 PE2307.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2307
 PE2307.The geoid height was determined by GEOID03.
 PE2307
 PE2307;                    North         East     Units Scale Factor Converg.
 PE2307;SPC ME E     -    46,759.024   253,974.003   MT  0.99992605   -0 23 59.5
 PE2307;SPC ME W     -   139,759.575   987,450.214   MT  1.00006069   +0 45 35.1
 PE2307;UTM  19      - 4,881,438.474   494,016.878   MT  0.99960044   -0 03 07.2
 PE2307
 PE2307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2307!SPC ME E     -   1.00000240  x   0.99992605  =   0.99992845
 PE2307!SPC ME W     -   1.00000240  x   1.00006069  =   1.00006309
 PE2307!UTM  19      -   1.00000240  x   0.99960044  =   0.99960284
 PE2307
 PE2307:                Primary Azimuth Mark                     Grid Az
 PE2307:SPC ME E     -  A MONROE ISLAND STEEL BEACON             090 54 48.9
 PE2307:SPC ME W     -  A MONROE ISLAND STEEL BEACON             089 45 14.3
 PE2307:UTM  19      -  A MONROE ISLAND STEEL BEACON             090 33 56.6
 PE2307
 PE2307|---------------------------------------------------------------------|
 PE2307| PID    Reference Object                     Distance      Geod. Az  |
 PE2307|                                                           dddmmss.s |
 PE2307| PE2285 A MONROE ISLAND STEEL BEACON        APPROX. 2.9 KM 0903049.4 |
 PE2307| PE2314 WIND                                APPROX. 1.9 KM 1714335.9 |
 PE2307| PE2311 PH                                   14.550 METERS 17248     |
 PE2307|---------------------------------------------------------------------|
 PE2307
 PE2307                          SUPERSEDED SURVEY CONTROL
 PE2307
 PE2307  NAD 83(1992)-  44 05 09.96196(N)    069 04 29.02523(W) AD(       ) 3
 PE2307  NAD 83(1986)-  44 05 09.96660(N)    069 04 29.03174(W) AD(       ) 3
 PE2307  NAD 27      -  44 05 09.67000(N)    069 04 30.88000(W) AD(       ) 3
 PE2307
 PE2307.Superseded values are not recommended for survey control.
 PE2307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2307.See file dsdata.txt to determine how the superseded data were derived.
 PE2307
 PE2307_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ9401781438(NAD 83)
 PE2307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE2307+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2001
 PE2307
 PE2307  HISTORY     - Date     Condition        Report By
 PE2307  HISTORY     - 1911     MONUMENTED       CGS
 PE2307  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2307  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2307  HISTORY     - 1953     SEE DESCRIPTION  CGS
 PE2307  HISTORY     - 20011107 POOR             USPSQD
 PE2307  HISTORY     - 20011108 GOOD             USPSQD
 PE2307
 PE2307                          STATION DESCRIPTION
 PE2307
 PE2307'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (OBF)
 PE2307'THIS BEACON IS 14.55 METERS NORTHERLY FROM P.H.  A CROSS WAS
 PE2307'MADE IN THE TOP OF THE HIGH POINT OF ROCK 2.28 METERS FROM THE
 PE2307'BEACON, AND WITH THE MARK, BEACON, AND P.H. ALL IN LINE, THE
 PE2307'MARK BEING 16.83 METERS FROM P.H.
 PE2307
 PE2307                          STATION RECOVERY (1934)
 PE2307
 PE2307'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2307'THE STATION IS ON THE S SIDE OF ROCKLAND HARBOR AND ON A HILL
 PE2307'KNOWN AS POST HILL.  THE BEACON IS ABOUT 200 METERS E OF THE
 PE2307'SUMMIT OF THE HILL AND ABOUT 12 METERS N OF THE ROAD LEADING
 PE2307'FROM ROCKLAND TO OWLS HEAD.  THE BEACON IS A CYLINDRICAL
 PE2307'STEEL PIPE ABOUT 0.25 METER IN DIAMETER, RISING TO A HEIGHT
 PE2307'OF ABOUT 12 METERS AND SUPPORTED BY FOUR LEGS ON CONCRETE
 PE2307'FOUNDATIONS.  THE BEACON IS A REAR RANGE BECON AND USED TO
 PE2307'MEASURE THE NAVY TRIAL COURSE.  THE NEW POSITION DETERMINED
 PE2307'CHECKED WITH THE OLD.
 PE2307
 PE2307                          STATION RECOVERY (1943)
 PE2307
 PE2307'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2307'STATION WAS RECOVERED AS DESCRIBED IN 1934 WITH THE FOLLOWING
 PE2307'ADDITIONS--
 PE2307'
 PE2307'THE STRUCTURE IS PAINTED ALTERNATELY RED AND WHITE AND HAS
 PE2307'AN OVAL NEON LIGHT NIGHT MARK.
 PE2307
 PE2307                          STATION RECOVERY (1953)
 PE2307
 PE2307'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (PT)
 PE2307'STATION WAS RECOVERED IN GOOD CONDITION.  THE 1934 DESCRIPTION
 PE2307'IS ADEQUATE.
 PE2307
 PE2307                          STATION RECOVERY (2001)
 PE2307
 PE2307'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 PE2307'POST HILL D STEEL BEACON IS BADLY RUSTED. USCG ROCKLAND, ME. SAYS
 PE2307'TOWER IS NO LONGER USED.
 PE2307
 PE2307                          STATION RECOVERY (2001)
 PE2307
 PE2307'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 PE2307'THIS STATION IS NO LONGER USED AND IS RUSTING AWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2590 ***********************************************************************
 PE2590  DESIGNATION -  POTATO
 PE2590  PID         -  PE2590
 PE2590  STATE/COUNTY-  ME/HANCOCK
 PE2590  USGS QUAD   -  DEER ISLE (1983)
 PE2590
 PE2590                         *CURRENT SURVEY CONTROL
 PE2590  ___________________________________________________________________
 PE2590* NAD 83(1996)-  44 08 01.81232(N)    068 39 06.12482(W)     ADJUSTED  
 PE2590* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 PE2590  ___________________________________________________________________
 PE2590  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 PE2590  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 PE2590
 PE2590  HORZ ORDER  -  THIRD
 PE2590
 PE2590.The horizontal coordinates were established by classical geodetic methods
 PE2590.and adjusted by the National Geodetic Survey in March 1998..
 PE2590.No horizontal observational check was made to the station.
 PE2590
 PE2590.The orthometric height was scaled from a topographic map.
 PE2590
 PE2590.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2590
 PE2590.The geoid height was determined by GEOID03.
 PE2590
 PE2590;                    North         East     Units Scale Factor Converg.
 PE2590;SPC ME E     -    51,913.406   287,861.211   MT  0.99990181   -0 06 20.3
 PE2590;UTM  19      - 4,886,796.939   527,861.693   MT  0.99960955   +0 14 33.1
 PE2590
 PE2590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2590!SPC ME E     -   1.00000324  x   0.99990181  =   0.99990505
 PE2590!UTM  19      -   1.00000324  x   0.99960955  =   0.99961279
 PE2590
 PE2590                          SUPERSEDED SURVEY CONTROL
 PE2590
 PE2590  NAD 83(1992)-  44 08 01.81943(N)    068 39 06.10518(W) AD(       ) 3
 PE2590  NAD 83(1986)-  44 08 01.82183(N)    068 39 06.09708(W) AD(       ) 3
 PE2590
 PE2590.Superseded values are not recommended for survey control.
 PE2590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2590.See file dsdata.txt to determine how the superseded data were derived.
 PE2590
 PE2590_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ2786286797(NAD 83)
 PE2590_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PE2590_SETTING: 66 = SET IN ROCK OUTCROP
 PE2590_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 PE2590_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2590_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE2590+STABILITY: POSITION/ELEVATION WELL
 PE2590
 PE2590  HISTORY     - Date     Condition        Report By
 PE2590  HISTORY     - 1983     MONUMENTED       NOS
 PE2590
 PE2590                          STATION DESCRIPTION
 PE2590
 PE2590'DESCRIBED BY NATIONAL OCEAN SERVICE 1983 (CSM)
 PE2590'THE STATION IS LOCATED ON THE NORTHWEST END OF POTATO ISLAND
 PE2590'WHICH IS SOUTH OF STONINGTON, MAINE.
 PE2590'
 PE2590'THE STATION WAS REACHED BY BOAT.
 PE2590'
 PE2590'THE STATION IS A PLAIN ALUMINUM DISK 5 CM IN DIAMETER SET
 PE2590'FLUSH INTO A DRILL HOLE IN ROCK OUTCROP AND STAMPED
 PE2590'---POTATO 1982---.  IT IS LOCATED,
 PE2590'3.7 METERS (12 FT) SOUTH OF THE HIGH WATER LINE AND
 PE2590'9.2 METERS (30 FT) NORTH OF THE TREE LINE.
 PE2590'
 PE2590'HEIGHT OF THE LIGHT SHOWN ABOVE THE MARK WAS 1.58 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1314 ***********************************************************************
 QG1314  DESIGNATION -  POTAYWADJO MT
 QG1314  PID         -  QG1314
 QG1314  STATE/COUNTY-  ME/PISCATAQUIS
 QG1314  USGS QUAD   -  NAHMAKANTA STREAM (1988)
 QG1314
 QG1314                         *CURRENT SURVEY CONTROL
 QG1314  ___________________________________________________________________
 QG1314* NAD 83(1996)-  45 41 53.26236(N)    069 03 28.48093(W)     ADJUSTED  
 QG1314* NAVD 88     -       455.6    (meters)    1495.     (feet)  VERTCON   
 QG1314  ___________________________________________________________________
 QG1314  LAPLACE CORR-          -3.62  (seconds)                    DEFLEC99
 QG1314  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 QG1314
 QG1314  HORZ ORDER  -  FIRST
 QG1314
 QG1314.The horizontal coordinates were established by classical geodetic methods
 QG1314.and adjusted by the National Geodetic Survey in March 1998..
 QG1314
 QG1314.The NAVD 88 height was computed by applying the VERTCON shift value to
 QG1314.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QG1314
 QG1314.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1314
 QG1314.The geoid height was determined by GEOID03.
 QG1314
 QG1314;                    North         East     Units Scale Factor Converg.
 QG1314;SPC ME E     -   225,876.170   256,552.286   MT  0.99992320   -0 23 57.4
 QG1314;UTM  19      - 5,060,510.011   495,491.466   MT  0.99960025   -0 02 29.2
 QG1314
 QG1314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1314!SPC ME E     -   0.99993238  x   0.99992320  =   0.99985559
 QG1314!UTM  19      -   0.99993238  x   0.99960025  =   0.99953266
 QG1314
 QG1314:                Primary Azimuth Mark                     Grid Az
 QG1314:SPC ME E     -  KATAINDIN SOUTH PEAK CAIRN               026 11 54.9
 QG1314:UTM  19      -  KATAINDIN SOUTH PEAK CAIRN               025 50 26.7
 QG1314
 QG1314|---------------------------------------------------------------------|
 QG1314| PID    Reference Object                     Distance      Geod. Az  |
 QG1314|                                                           dddmmss.s |
 QG1314| QG1447 KATAINDIN SOUTH PEAK CAIRN          APPROX.25.2 KM 0254757.5 |
 QG1314| QG1446 PASSAGAMOC                          APPROX.10.3 KM 0472711.1 |
 QG1314| DA4510 POTAYWADJO MT RM 1                   13.328 METERS 17804     |
 QG1314| DA4511 POTAYWADJO MT RM 2                    5.772 METERS 24828     |
 QG1314|---------------------------------------------------------------------|
 QG1314
 QG1314                          SUPERSEDED SURVEY CONTROL
 QG1314
 QG1314  NAD 83(1992)-  45 41 53.26135(N)    069 03 28.47434(W) AD(       ) 1
 QG1314  NAD 83(1986)-  45 41 53.26569(N)    069 03 28.48591(W) AD(       ) 1
 QG1314  NAD 27      -  45 41 53.09800(N)    069 03 30.31700(W) AD(       ) 1
 QG1314  NGVD 29 (07/19/86)  455.8    (m)         1495.     (f) VERT ANG       
 QG1314
 QG1314.Superseded values are not recommended for survey control.
 QG1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1314.See file dsdata.txt to determine how the superseded data were derived.
 QG1314
 QG1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL9549160510(NAD 83)
 QG1314
 QG1314  HISTORY     - Date     Condition        Report By
 QG1314  HISTORY     - 1941     MONUMENTED       CGS
 QG1314  HISTORY     - 1955     SEE DESCRIPTION  CGS
 QG1314  HISTORY     - 1978     GOOD             NGS
 QG1314
 QG1314                          STATION DESCRIPTION
 QG1314
 QG1314'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 QG1314'STATION IS LOCATED ON THE SOUTHERNMOST AND HIGHEST POINT OF
 QG1314'TUMBLED-DOWN-DICK RIDGE WHICH IS ABOUT 1.5 MILES NW OF POTAYWADJO
 QG1314'MOUNTAIN FROM WHICH THE STATION GOT ITS NAME.  IT IS BY AIR LINE
 QG1314'ABOUT 2 MILES SW OF THE W END OF MILLINOCKET LAKE, AND ABOUT 20
 QG1314'MILES WNW OF MILLINOCKET.  MARK IS A STANDARD DISK ON A LARGE
 QG1314'BARE ROCK SURROUNDED BY THICK SPRUCE AND BIRCH.  THERE IS A TALL
 QG1314'SPRUCE, TRIMMED TO WITHIN ABOUT 12 FEET OF THE TOP, ABOUT 50
 QG1314'FEET SE OF STATION.
 QG1314'
 QG1314'NO UNDERGROUND OR AZIMUTH MARKS WERE SET.
 QG1314'
 QG1314'REFERENCE MARKS ARE STANDARD DISKS SET IN THE SAME LARGE ROCK
 QG1314'AS STATION MARK.  ALL DISKS ARE STAMPED POTAYWADJO MT.
 QG1314'
 QG1314'STATION IS REACHED BY BOAT TO THE W END OF MILLINOCKET
 QG1314'LAKE.  FROM THERE A GUIDE WAS SECURED AND A TRAIL BLAZED TO THE
 QG1314'TOP OF THE MOUNTAIN.  IT IS ABOUT A 3-HOUR PACK OVER ROUGH,
 QG1314'BRUSHY COUNTRY.
 QG1314
 QG1314                          STATION RECOVERY (1955)
 QG1314
 QG1314'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WRH)
 QG1314'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND TO BE
 QG1314'IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS--
 QG1314'
 QG1314'THE STATION IS LOCATED ON THE HIGHEST POINT OF A TIMBERED
 QG1314'NORTH-SOUTH RIDGE ABOUT 1 MILE EAST OF THE EAST EDGE OF TUMBLEDOWN
 QG1314'DICK POND, 2 MILES AIRLINE SOUTHWEST OF THE WEST EDGE OF
 QG1314'PEMADUMCOOK LAKE, 19 MILES AIRLINE EAST-NORTHEAST OF KOKADJO,
 QG1314'AND 17 MILES AIRLINE WEST-NORTHWEST OF MILLINOCKET.
 QG1314'
 QG1314'TO REACH THE STATION BY FLOAT PLANE FROM GREENVILLE GO 32 MILES
 QG1314'ON A COURSE OF 57 DEGREES (TRUE) TO TUMBLEDOWN DICK POND.  FROM THE
 QG1314'EAST EDGE OF THE POND PACK EAST ON A BLAZED TRAIL ABOUT 1 HOUR
 QG1314'TO THE HIGHEST POINT OF THE RIDGE AND THE STATION.
 QG1314'
 QG1314'THE STATION MARK IS A STANDARD DISK STAMPED POTAYWADJO MT 1941
 QG1314'CEMENTED IN A DRILL HOLE IN A LARGE MASS OF OUTCROPPING BEDROCK
 QG1314'THAT PROJECTS ABOUT 8 FEET ABOVE THE GROUND.
 QG1314'
 QG1314'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED POTAYWADJO MT
 QG1314'NO 1 1941 CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 QG1314'PROJECTS 4 FEET ABOVE THE GROUND AND IS 18 INCHES LOWER THAN THE
 QG1314'STATION.
 QG1314'
 QG1314'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED POTAYWADJO MT
 QG1314'NO 2 1941 CEMENTED IN A DRILL HOLE IN THE SAME OUTCROPPING
 QG1314'BEDROCK THAT THE STATION IS ON.  IT IS 1 FOOT LOWER THAN THE
 QG1314'STATION.
 QG1314'
 QG1314'HEIGHT OF STAND--1.36 METERS.
 QG1314
 QG1314                          STATION RECOVERY (1978)
 QG1314
 QG1314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (DHB)
 QG1314'STATION MARK RECOVERED BY HELICOPTER RECON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1459 ***********************************************************************
 OC1459  DESIGNATION -  POUND
 OC1459  PID         -  OC1459
 OC1459  STATE/COUNTY-  ME/CUMBERLAND
 OC1459  USGS QUAD   -  FREEPORT (1970)
 OC1459
 OC1459                         *CURRENT SURVEY CONTROL
 OC1459  ___________________________________________________________________
 OC1459* NAD 83(1996)-  43 48 32.52983(N)    070 06 16.91120(W)     ADJUSTED  
 OC1459* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 OC1459  ___________________________________________________________________
 OC1459  LAPLACE CORR-           3.34  (seconds)                    DEFLEC99
 OC1459  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 OC1459
 OC1459  HORZ ORDER  -  THIRD
 OC1459
 OC1459.The horizontal coordinates were established by classical geodetic methods
 OC1459.and adjusted by the National Geodetic Survey in March 1998..
 OC1459
 OC1459.The orthometric height was scaled from a topographic map.
 OC1459
 OC1459.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1459
 OC1459.The geoid height was determined by GEOID03.
 OC1459
 OC1459;                    North         East     Units Scale Factor Converg.
 OC1459;SPC ME W     -   108,397.849   904,986.054   MT  0.99996697   +0 02 34.4
 OC1459;UTM  19      - 4,851,256.250   411,148.039   MT  0.99969710   -0 45 53.2
 OC1459
 OC1459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1459!SPC ME W     -   1.00000396  x   0.99996697  =   0.99997093
 OC1459!UTM  19      -   1.00000396  x   0.99969710  =   0.99970106
 OC1459
 OC1459:                Primary Azimuth Mark                     Grid Az
 OC1459:SPC ME W     -  BARTON ISLAND FLAGPOLE                   018 38 11.5
 OC1459:UTM  19      -  BARTON ISLAND FLAGPOLE                   019 26 39.1
 OC1459
 OC1459|---------------------------------------------------------------------|
 OC1459| PID    Reference Object                     Distance      Geod. Az  |
 OC1459|                                                           dddmmss.s |
 OC1459| OC1467 BARTON ISLAND FLAGPOLE              APPROX. 3.1 KM 0184045.9 |
 OC1459| CE8390 POUND RM 1                           13.796 METERS 08747     |
 OC1459| CE8391 POUND RM 2                           13.058 METERS 15644     |
 OC1459| OC1478 CAST                                APPROX. 1.2 KM 3320822.7 |
 OC1459|---------------------------------------------------------------------|
 OC1459
 OC1459                          SUPERSEDED SURVEY CONTROL
 OC1459
 OC1459  NAD 83(1992)-  43 48 32.52825(N)    070 06 16.91117(W) AD(       ) 3
 OC1459  NAD 83(1986)-  43 48 32.53414(N)    070 06 16.91638(W) AD(       ) 3
 OC1459  NAD 27      -  43 48 32.24000(N)    070 06 18.73500(W) AD(       ) 3
 OC1459
 OC1459.Superseded values are not recommended for survey control.
 OC1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1459.See file dsdata.txt to determine how the superseded data were derived.
 OC1459
 OC1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ1114851256(NAD 83)
 OC1459
 OC1459  HISTORY     - Date     Condition        Report By
 OC1459  HISTORY     - 1941     MONUMENTED       CGS
 OC1459
 OC1459                          STATION DESCRIPTION
 OC1459
 OC1459'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FLP)
 OC1459'STATION IS ABOUT 0.7 MILE S OF SOUTH FREEPORT, MAINE, ON THE LEDGE
 OC1459'AT THE NW SIDE OF POUND OF TEA ISLAND.  THE MARK IS ABOUT 4 FEET
 OC1459'ABOVE HIGH WATER, 6 FEET E OF W EDGE OF LEDGE, AND 50 FEET W OF
 OC1459'MOST NORTHWESTERN TREE ON THE ISLAND, SET IN LEDGE ROCK.
 OC1459'
 OC1459'REFERENCE MARK NO. 1 IS SET IN LEDGE ROCK 15 FEET N OF NORTHERN
 OC1459'TREE ON ISLAND.  REFERENCE MARK NO. 2 IS 6 FEET W OF TREE LINE ON
 OC1459'W SIDE OF ISLAND.
 OC1459'
 OC1459'MARKS ARE STANDARD TRIANGULATION DISKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2372 ***********************************************************************
 OC2372  DESIGNATION -  POWDER
 OC2372  PID         -  OC2372
 OC2372  STATE/COUNTY-  ME/YORK
 OC2372  USGS QUAD   -  DOVER EAST (1988)
 OC2372
 OC2372                         *CURRENT SURVEY CONTROL
 OC2372  ___________________________________________________________________
 OC2372* NAD 83(1996)-  43 14 02.24881(N)    070 48 05.08686(W)     ADJUSTED  
 OC2372* NAVD 88     -        88.3    (meters)     290.     (feet)  VERTCON   
 OC2372  ___________________________________________________________________
 OC2372  LAPLACE CORR-           3.39  (seconds)                    DEFLEC99
 OC2372  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 OC2372
 OC2372  HORZ ORDER  -  FIRST
 OC2372
 OC2372.The horizontal coordinates were established by classical geodetic methods
 OC2372.and adjusted by the National Geodetic Survey in March 1998..
 OC2372
 OC2372.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2372
 OC2372.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2372
 OC2372.The geoid height was determined by GEOID03.
 OC2372
 OC2372;                    North         East     Units Scale Factor Converg.
 OC2372;SPC ME W     -    44,700.903   848,440.628   MT  0.99999936   -0 26 05.3
 OC2372;UTM  19      - 4,788,371.319   353,726.586   MT  0.99986320   -1 14 02.9
 OC2372
 OC2372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2372!SPC ME W     -   0.99999034  x   0.99999936  =   0.99998970
 OC2372!UTM  19      -   0.99999034  x   0.99986320  =   0.99985355
 OC2372
 OC2372:                Primary Azimuth Mark                     Grid Az
 OC2372:SPC ME W     -  POWDER AZ MK                             053 51 59.1
 OC2372:UTM  19      -  POWDER AZ MK                             054 39 56.7
 OC2372
 OC2372|---------------------------------------------------------------------|
 OC2372| PID    Reference Object                     Distance      Geod. Az  |
 OC2372|                                                           dddmmss.s |
 OC2372| OC2364 POWDER AZ MK                        APPROX. 1.2 KM 0532553.8 |
 OC2372| CE8392 POWDER RM 1                          28.266 METERS 15603     |
 OC2372| CE8393 POWDER RM 2                          29.669 METERS 21446     |
 OC2372| OC2384 GARRISON HILL 1943 RM 3             APPROX. 6.2 KM 2435338.4 |
 OC2372|---------------------------------------------------------------------|
 OC2372
 OC2372                          SUPERSEDED SURVEY CONTROL
 OC2372
 OC2372  NAD 83(1992)-  43 14 02.24749(N)    070 48 05.08693(W) AD(       ) 1
 OC2372  NAD 83(1986)-  43 14 02.25194(N)    070 48 05.09345(W) AD(       ) 1
 OC2372  NAD 27      -  43 14 01.94428(N)    070 48 06.88594(W) AD(       ) 1
 OC2372  NGVD 29 (07/19/86)   88.5    (m)          290.     (f) VERT ANG       
 OC2372
 OC2372.Superseded values are not recommended for survey control.
 OC2372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2372.See file dsdata.txt to determine how the superseded data were derived.
 OC2372
 OC2372_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH5372788371(NAD 83)
 OC2372_MARKER: DS = TRIANGULATION STATION DISK
 OC2372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC2372_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC2372
 OC2372  HISTORY     - Date     Condition        Report By
 OC2372  HISTORY     - 1976     MONUMENTED       NGS
 OC2372
 OC2372                          STATION DESCRIPTION
 OC2372
 OC2372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2372'THE STATION IS LOCATED A TOP POWDERHOUSE HILL IN SOUTH BERWICK AND
 OC2372'IS ON PROPERTY OF THE SOUTH BERWICK WATER DISTRICT, MR KARL LADD,
 OC2372'TRESURER, SOUTH BERWICK, MAINE, 03908. MR. THOMAS MARSHALL
 OC2372'OF SOUTH BERWICK, TELEPHONE 384-2446, GAVE PERMISSION TO
 OC2372'CROSS HIS PROPERTY ENROUTE TO THE STATION.
 OC2372'
 OC2372'TO REACH THE STATION FROM THE POST OFFICE IN SOUTH
 OC2372'BERWICK, GO SOUTH ON STATE HIGHWAY 236 FOR 0.15 MILE TO
 OC2372'A SIDE STREET LEFT.  TURN LEFT AND GO SOUTHWEST ON ACADEMY
 OC2372'STREET FOR 0.5 MILE TO A TRACK ROAD ON THE LEFT. TURN LEFT
 OC2372'AND GO EAST FOR 0.2 MILE TO A T-INTERSECTION. TURN LEFT
 OC2372'AND GO NORTH ON AN ASPHALT ROAD FOR 0.1 MILE TO A HOUSE
 OC2372'AND A GATE ON THE RIGHT.  TURN RIGHT AND PASS THROUGH THE
 OC2372'GATE GOING EAST AND NORTH FOR 1.0 MILE TO A RESERVOIR
 OC2372'AND THE STATION.
 OC2372'
 OC2372'STATION MARKS ARE STANDARD DISKS STAMPED--POWDER 1975--.   THE SURFACE
 OC2372'MARK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 OC2372'IS FLUSH WITH THE GROUND.  IT IS 38.0 FEET SOUTHEAST OF A 4 BY 4
 OC2372'FOOT BOX ON THE EAST SIDE OF THE RESERVOIR, 53.2 FEET EAST OF THE
 OC2372'SOUTHWEST CORNER OF THE RESERVOIR AND 89.1 FEET NORTH OF THE
 OC2372'NORTHWEST ONE OF TWO POWER LINE POLES.  THE UNDERGROUND MARK
 OC2372'IS SET IN AN IRREGULAR MASS OF CONCRETE 52 INCHES BELOW THE GROUND.
 OC2372'
 OC2372'REFERENCE MARK 1 IS A STANDARD DISK STAMPED--POWDER NO 1 1975--SET
 OC2372'IN THE TOP OF A 12-INCH CYLINDERCAL CONCRETE MONUMENT THEAT PROJECTS 3
 OC2372'INCHES ABOVE THE GROUND.  IT IS 5.0 FEET NORTHWEST OF A POWERLINE
 OC2372'POLE, 5.5 FEET SOUTHEAST OF POWERLINE POLE NUMBER 92, 30.0 FEET
 OC2372'SOUTHEAST OF A TRACK ROAD AND 98.0 FEET SOUTH OF THE SOUTHEAST
 OC2372'CORNER OF THE RESERVOIR.
 OC2372'
 OC2372'REFERENCE MARK 2 IS A STANDARD DISKS STAMPED--POWDER NO 2 1975--SET
 OC2372'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2
 OC2372'INCHES ABOVE THE GROUND.  IT IS 3.2 FEET NORTHWEST OF A METAL WITNESS
 OC2372'POST, 14.5 FEET SOUTH OF A TRACK ROAD, 44.0 FEET SOUTH EAST OF THE
 OC2372'SOUTHWEST CORNER OF THE RESERVOIR AND 67.0 FEET SOUTHWEST OF
 OC2372'THE SOUTHEAST CORNER OF THE RESERVOIR.
 OC2372'
 OC2372'AZIMUTH MARK IS A STANDARD DISK STAMPED--POWDER AZ 1975--, SET
 OC2372'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 6
 OC2372'INCHES ABOVE THE GROUND.  IT IS 5.5 FEET EAST OF POWERLINE POLE
 OC2372'NUMBER 33, 20.0 FEET NORTH OF THE CENTERLINE OF AGA ROAD AND
 OC2372'72.0 FEET SOUTHWEST OF A 20 INCH LEANING PINE TREE.
 OC2372'
 OC2372'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE
 OC2372'HIGHWAYS 4 AND 236 IN SOUTH BERWICK, GO NORTH ON STATE
 OC2372'HIGHWAY 4 FOR 0.35 MILE TO AGA ROAD.  TURN RIGHT AND GO
 OC2372'EAST ON AGA ROAD FOR 0.8 MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1360 ***********************************************************************
 PE1360  DESIGNATION -  POWER
 PE1360  PID         -  PE1360
 PE1360  STATE/COUNTY-  ME/KENNEBEC
 PE1360  USGS QUAD   -  AUGUSTA (1991)
 PE1360
 PE1360                         *CURRENT SURVEY CONTROL
 PE1360  ___________________________________________________________________
 PE1360* NAD 83(1996)-  44 18 43.48985(N)    069 49 09.01056(W)     ADJUSTED  
 PE1360* NAVD 88     -       118.077  (meters)     387.39   (feet)  ADJUSTED  
 PE1360  ___________________________________________________________________
 PE1360  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 PE1360  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 PE1360  DYNAMIC HT  -         118.066 (meters)     387.35  (feet)  COMP
 PE1360  MODELED GRAV-     980,524.6   (mgal)                       NAVD 88
 PE1360
 PE1360  HORZ ORDER  -  SECOND
 PE1360  VERT ORDER  -  SECOND    CLASS I
 PE1360
 PE1360.The horizontal coordinates were established by classical geodetic methods
 PE1360.and adjusted by the National Geodetic Survey in March 1998..
 PE1360
 PE1360.The orthometric height was determined by differential leveling
 PE1360.and adjusted by the National Geodetic Survey in June 1991..
 PE1360
 PE1360.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1360
 PE1360.The geoid height was determined by GEOID03.
 PE1360
 PE1360.The dynamic height is computed by dividing the NAVD 88
 PE1360.geopotential number by the normal gravity value computed on the
 PE1360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1360.degrees latitude (g = 980.6199 gals.).
 PE1360
 PE1360.The modeled gravity was interpolated from observed gravity values.
 PE1360
 PE1360;                    North         East     Units Scale Factor Converg.
 PE1360;SPC ME W     -   164,347.842   927,723.989   MT  0.99997612   +0 14 33.9
 PE1360;UTM  19      - 4,906,862.146   434,668.980   MT  0.99965249   -0 34 20.2
 PE1360
 PE1360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1360!SPC ME W     -   0.99998555  x   0.99997612  =   0.99996167
 PE1360!UTM  19      -   0.99998555  x   0.99965249  =   0.99963804
 PE1360
 PE1360:                Primary Azimuth Mark                     Grid Az
 PE1360:SPC ME W     -  MEMORIAL                                 026 35 26.3
 PE1360:UTM  19      -  MEMORIAL                                 027 24 20.4
 PE1360
 PE1360|---------------------------------------------------------------------|
 PE1360| PID    Reference Object                     Distance      Geod. Az  |
 PE1360|                                                           dddmmss.s |
 PE1360| PE1354 MEMORIAL                            APPROX. 5.4 KM 0265000.2 |
 PE1360| PE2478 VOR AUGUSTA MUN APT 1975            APPROX. 2.0 KM 0635537.7 |
 PE1360| PE2477 AUGUSTA MUN APT OMNI DIR MAST       APPROX. 2.2 KM 0714248.5 |
 PE1360| PE2476 AIRPORT BCN AUGUSTA MUN APT         APPROX. 2.1 KM 0721945.4 |
 PE1360| PE2474 AUGUSTA STATE CAPITOL DOME          APPROX. 3.0 KM 1001913.2 |
 PE1360| PE2473 AUGUSTA MENTAL INST STACK           APPROX. 4.0 KM 1042419.6 |
 PE1360|---------------------------------------------------------------------|
 PE1360
 PE1360                          SUPERSEDED SURVEY CONTROL
 PE1360
 PE1360  NAD 83(1992)-  44 18 43.48870(N)    069 49 09.00884(W) AD(       ) 2
 PE1360  NAD 83(1986)-  44 18 43.49392(N)    069 49 09.01404(W) AD(       ) 2
 PE1360  NAD 27      -  44 18 43.24817(N)    069 49 10.85287(W) AD(       ) 2
 PE1360  NGVD 29 (??/??/92)  118.294  (m)          388.10   (f) ADJ UNCH    2 1
 PE1360
 PE1360.Superseded values are not recommended for survey control.
 PE1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1360.See file dsdata.txt to determine how the superseded data were derived.
 PE1360
 PE1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK3466906862(NAD 83)
 PE1360_MARKER: DD = SURVEY DISK
 PE1360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1360_STAMPING: POWER 1974
 PE1360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1360+STABILITY: SURFACE MOTION
 PE1360_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PE1360+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2006
 PE1360
 PE1360  HISTORY     - Date     Condition        Report By
 PE1360  HISTORY     - 1974     MONUMENTED       MEDT
 PE1360  HISTORY     - 1974     GOOD             MEDT
 PE1360  HISTORY     - 20021015 GOOD             USPSQD
 PE1360  HISTORY     - 20060210 GOOD             USPSQD
 PE1360
 PE1360                          STATION DESCRIPTION
 PE1360
 PE1360'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 PE1360'AT AUGUSTA.
 PE1360'IN AUGUSTA, ABOUT 0.3 MILE WEST OF I-95 ALONG U.S. HIGHWAY 202
 PE1360'AND STATE HIGHWAY 11, 17, 100 (WESTERN AVENUE) TO THE INTERSECTION
 PE1360'OF EDISON DRIVE ON THE SOUTH, THENCE SOUTHERLY 0.4 MILE ALONG
 PE1360'EDISON DRIVE TO THE CENTRAL MAINE POWER COMPANY MICROWAVE TOWER
 PE1360'100 FEET WEST OF THE CENTERLINE OF EDISON DRIVE.  A DISK SET
 PE1360'FLUSH IN THE TOP OF A CYLINDRICAL CONCRETE POST, FLUSH WITH THE
 PE1360'GROUND AND IN THE CENTER OF THE TRIANGLE FORMED BY THE THREE
 PE1360'LEGS OF THE MICROWAVE TOWER.
 PE1360
 PE1360                          STATION RECOVERY (1974)
 PE1360
 PE1360'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1974 (RCA)
 PE1360'THE STATION IS LOCATED IN THE SOUTHWESTERN PART OF THE CITY OF
 PE1360'AUGUSTA ABOUT 2-1/2 MILES WEST OF THE CENTER OF AUGUSTA, 2 MILES
 PE1360'EAST-SOUTHEAST OF MANCHESTER AND 6 MILES NORTH-NORTHWEST OF
 PE1360'GARDINER ON PROPERTY OWNED BY CENTRAL MAINE POWER COMPANY.
 PE1360'
 PE1360'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 95 AND
 PE1360'U.S. ROUTE 202, GO WEST ON U.S. ROUTE 202 FOR 0.3 MILE TO A SIDE
 PE1360'STREET LEFT (EDISON DRIVE), TURN LEFT AND GO SOUTH ON EDISON
 PE1360'DRIVE FOR 0.4 MILE TO THE STATION LOCATED ON THE RIGHT BELOW A
 PE1360'MICROWAVE TOWER.
 PE1360'
 PE1360'THE STATION IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 PE1360'DISK STAMPED POWER 1974, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 PE1360'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.  THE SUBSURFACE
 PE1360'STATION MARK IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 PE1360'DISK STAMPED POWER 1974, SET IN AN IRREGULAR MASS OF CONCRETE
 PE1360'WHICH IS ABOUT 46 INCHES BELOW THE GROUND.  IT IS 9.8 FEET EAST
 PE1360'OF THE WEST LEG OF THE MICROWAVE TOWER, 9.8 FEET NORTHWEST OF
 PE1360'THE SOUTHEAST LEG OF THE MICROWAVE TOWER, 9.8 FEET SOUTHWEST OF
 PE1360'THE NORTHEAST LEG OF THE MICROWAVE TOWER AND 63.5 FEET
 PE1360'WEST-NORTHWEST OF A POWER POLE.
 PE1360'
 PE1360'REFERENCE MARK 1 IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 PE1360'DISK STAMPED POWER RM 1 1974, CEMENTED IN A DRILL HOLE IN A 2
 PE1360'BY 4 FOOT BOULDER AND IT PROJECTS 2 FEET ABOVE THE GROUND.  IT
 PE1360'IS 7.5 FEET EAST-NORTHEAST OF A LARGE MAPLE TREE, 11.8 FEET WEST
 PE1360'OF THE WEST PAVED EDGE OF A PARKING LOT AND 18.1 FEET NORTHWEST
 PE1360'OF A LIGHT POLE.
 PE1360'
 PE1360'REFERENCE MARK 2 IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 PE1360'DISK STAMPED POWER RM 2 1974, CEMENTED IN A DRILL HOLE IN
 PE1360'OUTCROPPING BEDROCK WHICH PROJECTS 1 FOOT ABOVE THE GROUND.  IT
 PE1360'IS 18.4 FEET SOUTHEAST OF THE WEST CORNER OF THE FENCE AROUND
 PE1360'THE TOWER, 24.7 FEET SOUTHWEST OF THE EAST CORNER OF THE FENCE
 PE1360'AND 30.5 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST TOWER LEG.
 PE1360'
 PE1360'NO AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 PE1360'
 PE1360'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 PE1360
 PE1360                          STATION RECOVERY (2002)
 PE1360
 PE1360'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMW)
 PE1360'IT IS BEST TO CHECK IN WITH SECURITY ON THE SITE PRIOR TO SEARCHING.
 PE1360
 PE1360                          STATION RECOVERY (2006)
 PE1360
 PE1360'RECOVERY NOTE BY US POWER SQUADRON 2006 (AHE)
 PE1360'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1358 ***********************************************************************
 PE1358  DESIGNATION -  POWER RM 1
 PE1358  PID         -  PE1358
 PE1358  STATE/COUNTY-  ME/KENNEBEC
 PE1358  USGS QUAD   -  AUGUSTA (1991)
 PE1358
 PE1358                         *CURRENT SURVEY CONTROL
 PE1358  ___________________________________________________________________
 PE1358* NAD 83(1986)-  44 18 39.     (N)    069 48 55.     (W)     SCALED    
 PE1358* NAVD 88     -       112.528  (meters)     369.19   (feet)  ADJUSTED  
 PE1358  ___________________________________________________________________
 PE1358  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 PE1358  DYNAMIC HT  -         112.517 (meters)     369.15  (feet)  COMP
 PE1358  MODELED GRAV-     980,524.6   (mgal)                       NAVD 88
 PE1358
 PE1358  VERT ORDER  -  SECOND    CLASS I
 PE1358
 PE1358.The horizontal coordinates were scaled from a topographic map and have
 PE1358.an estimated accuracy of +/- 6 seconds.
 PE1358
 PE1358.The orthometric height was determined by differential leveling
 PE1358.and adjusted by the National Geodetic Survey in June 1991..
 PE1358
 PE1358.The geoid height was determined by GEOID03.
 PE1358
 PE1358.The dynamic height is computed by dividing the NAVD 88
 PE1358.geopotential number by the normal gravity value computed on the
 PE1358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1358.degrees latitude (g = 980.6199 gals.).
 PE1358
 PE1358.The modeled gravity was interpolated from observed gravity values.
 PE1358
 PE1358;                    North         East    Units  Estimated Accuracy
 PE1358;SPC ME W     -   164,210.      928,040.      MT  (+/- 180 meters Scaled)
 PE1358
 PE1358                          SUPERSEDED SURVEY CONTROL
 PE1358
 PE1358  NGVD 29 (??/??/92)  112.745  (m)          369.90   (f) ADJ UNCH    2 1
 PE1358
 PE1358.Superseded values are not recommended for survey control.
 PE1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1358.See file dsdata.txt to determine how the superseded data were derived.
 PE1358
 PE1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK349067(NAD 83)
 PE1358_MARKER: DD = SURVEY DISK
 PE1358_SETTING: 66 = SET IN ROCK OUTCROP
 PE1358_SP_SET: ROCK OUTCROP
 PE1358_STAMPING: POWER RM 1 1974
 PE1358_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1358+STABILITY: POSITION/ELEVATION WELL
 PE1358_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PE1358+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2006
 PE1358
 PE1358  HISTORY     - Date     Condition        Report By
 PE1358  HISTORY     - 1974     MONUMENTED       MEDT
 PE1358  HISTORY     - 20021015 GOOD             USPSQD
 PE1358  HISTORY     - 20060210 GOOD             USPSQD
 PE1358  HISTORY     - 20060210 GOOD             USPSQD
 PE1358
 PE1358                          STATION DESCRIPTION
 PE1358
 PE1358'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 PE1358'AT AUGUSTA.
 PE1358'IN AUGUSTA, ABOUT 0.3 MILE WEST OF I-95 ALONG U.S. HIGHWAY 202
 PE1358'AND STATE HIGHWAY 11, 17, 100 (WESTERN AVENUE) TO THE INTERSECTION
 PE1358'OF EDISON DRIVE ON THE SOUTH.  THENCE ABOUT 0.40 MILE SOUTHERLY
 PE1358'ALONG EDISON DRIVE TO THE CENTRAL MAINE POWER COMPANY MICROWAVE
 PE1358'TOWER ON THE WEST.  A DISK SET FLUSH IN THE TOP OF A 2 FOOT BY
 PE1358'4 FOOT ROCK, 125 FEET EAST OF THE CENTERLINE OF EDISON DRIVE,
 PE1358'213.19 FEET EAST OF THE STATION MARK, 12 FEET WEST OF THE WEST
 PE1358'EDGE OF THE PARKING LOT AND 2 FEET WEST OF THE 2 FOOT VERTICAL
 PE1358'ROCK FACE AND 0.5 FOOT NORTH OF THE 2 FOOT SLOPING SOUTH FACE.
 PE1358
 PE1358                          STATION RECOVERY (2002)
 PE1358
 PE1358'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMW)
 PE1358'RECOVERED IN GOOD CONDITION.
 PE1358
 PE1358                          STATION RECOVERY (2006)
 PE1358
 PE1358'RECOVERY NOTE BY US POWER SQUADRON 2006 (AMW)
 PE1358'RECOVERED IN GOOD CONDITION.
 PE1358
 PE1358                          STATION RECOVERY (2006)
 PE1358
 PE1358'RECOVERY NOTE BY US POWER SQUADRON 2006 (AHE)
 PE1358'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1359 ***********************************************************************
 PE1359  DESIGNATION -  POWER RM 2
 PE1359  PID         -  PE1359
 PE1359  STATE/COUNTY-  ME/KENNEBEC
 PE1359  USGS QUAD   -  AUGUSTA (1991)
 PE1359
 PE1359                         *CURRENT SURVEY CONTROL
 PE1359  ___________________________________________________________________
 PE1359* NAD 83(1986)-  44 18 39.     (N)    069 48 55.     (W)     SCALED    
 PE1359* NAVD 88     -       118.299  (meters)     388.12   (feet)  ADJUSTED  
 PE1359  ___________________________________________________________________
 PE1359  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 PE1359  DYNAMIC HT  -         118.288 (meters)     388.08  (feet)  COMP
 PE1359  MODELED GRAV-     980,524.6   (mgal)                       NAVD 88
 PE1359
 PE1359  VERT ORDER  -  SECOND    CLASS I
 PE1359
 PE1359.The horizontal coordinates were scaled from a topographic map and have
 PE1359.an estimated accuracy of +/- 6 seconds.
 PE1359
 PE1359.The orthometric height was determined by differential leveling
 PE1359.and adjusted by the National Geodetic Survey in June 1991..
 PE1359
 PE1359.The geoid height was determined by GEOID03.
 PE1359
 PE1359.The dynamic height is computed by dividing the NAVD 88
 PE1359.geopotential number by the normal gravity value computed on the
 PE1359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1359.degrees latitude (g = 980.6199 gals.).
 PE1359
 PE1359.The modeled gravity was interpolated from observed gravity values.
 PE1359
 PE1359;                    North         East    Units  Estimated Accuracy
 PE1359;SPC ME W     -   164,210.      928,040.      MT  (+/- 180 meters Scaled)
 PE1359
 PE1359                          SUPERSEDED SURVEY CONTROL
 PE1359
 PE1359  NGVD 29 (??/??/92)  118.516  (m)          388.83   (f) ADJ UNCH    2 1
 PE1359
 PE1359.Superseded values are not recommended for survey control.
 PE1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1359.See file dsdata.txt to determine how the superseded data were derived.
 PE1359
 PE1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK349067(NAD 83)
 PE1359_MARKER: DD = SURVEY DISK
 PE1359_SETTING: 66 = SET IN ROCK OUTCROP
 PE1359_SP_SET: ROCK OUTCROP
 PE1359_STAMPING: POWER RM 2 1974
 PE1359_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1359+STABILITY: POSITION/ELEVATION WELL
 PE1359
 PE1359  HISTORY     - Date     Condition        Report By
 PE1359  HISTORY     - 1974     MONUMENTED       MEDT
 PE1359  HISTORY     - 20021015 MARK NOT FOUND   USPSQD
 PE1359
 PE1359                          STATION DESCRIPTION
 PE1359
 PE1359'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 PE1359'AT AUGUSTA.
 PE1359'IN AUGUSTA, ABOUT 0.3 MILE WEST OF I-95 ALONG U.S. HIGHWAY 202
 PE1359'AND STATE HIGHWAY 11, 17, 100 (WESTERN AVENUE) TO THE INTERSECTION
 PE1359'OF EDISON DRIVE ON THE SOUTH.  THENCE SOUTHERLY 0.4 MILE ALONG
 PE1359'EDISON DRIVE TO THE TRACK ROAD LEADING WEST AROUND THE CENTRAL
 PE1359'MAINE POWER COMPANY MICROWAVE TOWER.  A DISK SET FLUSH IN THE TOP
 PE1359'OF A 4-FOOT DIAMETER ROCK OUTCROP ALONG THE SOUTH EDGE OF TRACK
 PE1359'ROAD, 110 FEET WEST OF AND ABOUT 10 FEET ABOVE THE CENTERLINE OF
 PE1359'EDISON DRIVE, ALSO 18 FEET SOUTH OF THE SOUTHERN MOST SECTION
 PE1359'OF FENCE ENCLOSING THE MICROWAVE TOWER AND 31.18 FEET SOUTH OF
 PE1359'THE STATION MARK.
 PE1359
 PE1359                          STATION RECOVERY (2002)
 PE1359
 PE1359'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMW)
 PE1359'THE LOCATION WAS COVERED WITH DISCARDED ROCKS AND EARTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1838 ***********************************************************************
 OC1838  DESIGNATION -  POWERHOUSE USE
 OC1838  PID         -  OC1838
 OC1838  STATE/COUNTY-  ME/CUMBERLAND
 OC1838  USGS QUAD   -  PORTLAND WEST (1978)
 OC1838
 OC1838                         *CURRENT SURVEY CONTROL
 OC1838  ___________________________________________________________________
 OC1838* NAD 83(1996)-  43 38 28.21131(N)    070 15 12.79353(W)     ADJUSTED  
 OC1838* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 OC1838  ___________________________________________________________________
 OC1838  LAPLACE CORR-           3.43  (seconds)                    DEFLEC99
 OC1838  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 OC1838
 OC1838  HORZ ORDER  -  THIRD
 OC1838
 OC1838.The horizontal coordinates were established by classical geodetic methods
 OC1838.and adjusted by the National Geodetic Survey in March 1998..
 OC1838
 OC1838.The orthometric height was scaled from a topographic map.
 OC1838
 OC1838.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1838
 OC1838.The geoid height was determined by GEOID03.
 OC1838
 OC1838;                    North         East     Units Scale Factor Converg.
 OC1838;SPC ME W     -    89,749.178   892,989.488   MT  0.99996727   -0 03 35.9
 OC1838;UTM  19      - 4,832,783.002   398,893.317   MT  0.99972574   -0 51 54.7
 OC1838
 OC1838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1838!SPC ME W     -   1.00000319  x   0.99996727  =   0.99997046
 OC1838!UTM  19      -   1.00000319  x   0.99972574  =   0.99972893
 OC1838
 OC1838:                Primary Azimuth Mark                     Grid Az
 OC1838:SPC ME W     -  ELECTRIC USE                             319 55 52.1
 OC1838:UTM  19      -  ELECTRIC USE                             320 44 10.9
 OC1838
 OC1838|---------------------------------------------------------------------|
 OC1838| PID    Reference Object                     Distance      Geod. Az  |
 OC1838|                                                           dddmmss.s |
 OC1838| OC1831 ELECTRIC USE                        APPROX. 0.6 KM 3195216.2 |
 OC1838|---------------------------------------------------------------------|
 OC1838
 OC1838                          SUPERSEDED SURVEY CONTROL
 OC1838
 OC1838  NAD 83(1992)-  43 38 28.20964(N)    070 15 12.79471(W) AD(       ) 3
 OC1838  NAD 83(1986)-  43 38 28.21570(N)    070 15 12.80023(W) AD(       ) 3
 OC1838  NAD 27      -  43 38 27.95000(N)    070 15 14.65000(W) AD(       ) 3
 OC1838
 OC1838.Superseded values are not recommended for survey control.
 OC1838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1838.See file dsdata.txt to determine how the superseded data were derived.
 OC1838
 OC1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9889332783(NAD 83)
 OC1838
 OC1838  HISTORY     - Date     Condition        Report By
 OC1838  HISTORY     - UNK      MONUMENTED
 OC1838  HISTORY     - 1918     SEE DESCRIPTION  USE
 OC1838
 OC1838                          STATION DESCRIPTION
 OC1838
 OC1838'DESCRIBED BY US ENGINEERS 1918
 OC1838'STATION IS GONE.  SHIPYARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1517 ***********************************************************************
 OC1517  DESIGNATION -  POWNAL CMP MICROWAVE
 OC1517  PID         -  OC1517
 OC1517  STATE/COUNTY-  ME/CUMBERLAND
 OC1517  USGS QUAD   -  NORTH POWNAL (1979)
 OC1517
 OC1517                         *CURRENT SURVEY CONTROL
 OC1517  ___________________________________________________________________
 OC1517* NAD 83(1996)-  43 55 47.04610(N)    070 12 19.32251(W)     ADJUSTED  
 OC1517* NAVD 88     -                                                        
 OC1517  ___________________________________________________________________
 OC1517  LAPLACE CORR-           3.53  (seconds)                    DEFLEC99
 OC1517  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 OC1517
 OC1517  HORZ ORDER  -  THIRD
 OC1517
 OC1517.The horizontal coordinates were established by classical geodetic methods
 OC1517.and adjusted by the National Geodetic Survey in March 1998..
 OC1517
 OC1517
 OC1517.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1517
 OC1517.The geoid height was determined by GEOID03.
 OC1517
 OC1517;                    North         East     Units Scale Factor Converg.
 OC1517;SPC ME W     -   121,807.089   896,892.407   MT  0.99996679   -0 01 36.7
 OC1517;UTM  19      - 4,864,774.844   403,246.488   MT  0.99971514   -0 50 10.7
 OC1517
 OC1517                          SUPERSEDED SURVEY CONTROL
 OC1517
 OC1517  NAD 83(1992)-  43 55 47.04484(N)    070 12 19.32252(W) AD(       ) 4
 OC1517  NAD 83(1986)-  43 55 47.05082(N)    070 12 19.32734(W) AD(       ) 4
 OC1517  NAD 27      -  43 55 46.77544(N)    070 12 21.13988(W) AD(       ) 3
 OC1517
 OC1517.Superseded values are not recommended for survey control.
 OC1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1517.See file dsdata.txt to determine how the superseded data were derived.
 OC1517
 OC1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0324664775(NAD 83)
 OC1517
 OC1517  HISTORY     - Date     Condition        Report By
 OC1517  HISTORY     - 1977     MONUMENTED       NGS
 OC1517
 OC1517                          STATION DESCRIPTION
 OC1517
 OC1517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (ALB)
 OC1517'THE STATION, POWNAL CENTRAL MAINE POWER COMPANY MICROWAVE,
 OC1517'IS LOCATED IN THE TOWN OF NORTH POWNAL ABOUT 9 MILES
 OC1517'NORTH OF YARMOUTH.  IT IS A 250 HIGH MAST WHICH IS
 OC1517'PAINTED RED AND WHITE.  THE CALL LETTERS ARE KBY-76.
 OC1517'THE POINT INTERSECTED WAS THE RED LIGHT AT THE TOP.
 OC1517'
 OC1517'DESCRIBED BY GREGORY S. NELSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB2669 ***********************************************************************
 AB2669  SACS        -  This is a Secondary Airport Control Station.
 AB2669  DESIGNATION -  PQI A
 AB2669  PID         -  AB2669
 AB2669  STATE/COUNTY-  ME/AROOSTOOK
 AB2669  USGS QUAD   -  PRESQUE ISLE (1984)
 AB2669
 AB2669                         *CURRENT SURVEY CONTROL
 AB2669  ___________________________________________________________________
 AB2669* NAD 83(1996)-  46 41 13.33988(N)    068 01 55.09678(W)     ADJUSTED  
 AB2669* NAVD 88     -       139.76   (meters)     458.5    (feet)  GPS OBS   
 AB2669  ___________________________________________________________________
 AB2669  X           -   1,639,687.880 (meters)                     COMP
 AB2669  Y           -  -4,064,898.946 (meters)                     COMP
 AB2669  Z           -   4,618,052.512 (meters)                     COMP
 AB2669  LAPLACE CORR-           3.26  (seconds)                    DEFLEC99
 AB2669  ELLIP HEIGHT-         116.32  (meters)          (01/07/02) GPS OBS
 AB2669  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 AB2669
 AB2669  HORZ ORDER  -  FIRST
 AB2669  ELLP ORDER  -  FIFTH     CLASS I
 AB2669
 AB2669.This mark is at Northern Maine Regional At Presque Isle Airport (PQI)
 AB2669
 AB2669.The horizontal coordinates were established by GPS observations
 AB2669.and adjusted by the National Geodetic Survey in July 1997..
 AB2669
 AB2669.The orthometric height was determined by GPS observations and a
 AB2669.high-resolution geoid model.
 AB2669
 AB2669.GPS derived orthometric heights for airport stations designated as
 AB2669.PACS or SACS are published to 2 decimal places.  This maintains
 AB2669.centimeter relative accuracy between the PACS and SACS.  It does
 AB2669.not indicate centimeter accuracy relative to other marks which are
 AB2669.part of the NAVD 88 network.
 AB2669
 AB2669.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2669
 AB2669.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2669
 AB2669.The ellipsoidal height was determined by GPS observations
 AB2669.and is referenced to NAD 83.
 AB2669
 AB2669.The geoid height was determined by GEOID03.
 AB2669
 AB2669;                    North         East     Units Scale Factor Converg.
 AB2669;SPC ME E     -   335,742.596   335,800.103   MT  0.99991575   +0 20 26.0
 AB2669;UTM  19      - 5,170,841.845   574,023.362   MT  0.99966735   +0 42 15.8
 AB2669
 AB2669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2669!SPC ME E     -   0.99998177  x   0.99991575  =   0.99989752
 AB2669!UTM  19      -   0.99998177  x   0.99966735  =   0.99964912
 AB2669
 AB2669:                Primary Azimuth Mark                     Grid Az
 AB2669:SPC ME E     -  PQI ARP 2                                281 51 44.7
 AB2669:UTM  19      -  PQI ARP 2                                281 29 54.9
 AB2669
 AB2669|---------------------------------------------------------------------|
 AB2669| PID    Reference Object                     Distance      Geod. Az  |
 AB2669|                                                           dddmmss.s |
 AB2669| RF0080 PQI ARP 2                           APPROX. 1.0 KM 2821210.7 |
 AB2669|---------------------------------------------------------------------|
 AB2669
 AB2669                          SUPERSEDED SURVEY CONTROL
 AB2669
 AB2669  ELLIP H (07/24/97)  116.31   (m)                       GP(       ) 1 1
 AB2669  NAD 83(1992)-  46 41 13.33973(N)    068 01 55.09697(W) AD(1995.00) 1
 AB2669  ELLIP H (04/19/96)  116.28   (m)                       GP(1995.00) 3 1
 AB2669
 AB2669.Superseded values are not recommended for survey control.
 AB2669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2669.See file dsdata.txt to determine how the superseded data were derived.
 AB2669
 AB2669_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM7402370842(NAD 83)
 AB2669_MARKER: DD = SURVEY DISK
 AB2669_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB2669_STAMPING: PQI A
 AB2669_MARK LOGO: NGS   
 AB2669_PROJECTION: RECESSED 4 CENTIMETERS
 AB2669_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2669+STABILITY: SURFACE MOTION
 AB2669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2669+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1999
 AB2669_ROD/PIPE-DEPTH: 1.0  meters
 AB2669
 AB2669  HISTORY     - Date     Condition        Report By
 AB2669  HISTORY     - 1995     MONUMENTED       CHANCE
 AB2669  HISTORY     - 19960705 GOOD             NGS
 AB2669  HISTORY     - 19990708 GOOD             NGS
 AB2669
 AB2669                          STATION DESCRIPTION
 AB2669
 AB2669'DESCRIBED BY JE CHANCE AND ASSOCIATES 1995 (CL)
 AB2669'THE STATION IS LOCATED AT THE TOWN OF PRESQUE ISLE AT THE NORTHERN
 AB2669'MAINE REGIONAL AIRPORT.  OWNERSHIP -- CITY OF PRESQUE ISLE, GREG
 AB2669'WILLARD - AIRPORT MANAGER, PHONE 207-764-2550  TO REACH THE STATION
 AB2669'FROM THE JUNCTION OF U.S.  HWY 1 AND STATE HWY 163 IN DOWNTOWN PRESQUE
 AB2669'ISLE, GO WEST ON STATE HWY 163 FOR 0.32 KM (0.20 MI) TO THE JUNCTION
 AB2669'WITH STATE HWY 227 (STATE STREET) .TURN RIGHT AND PROCEED NORTH ON
 AB2669'STATE HWY 227 FOR 0.80 KM (0.50 MI) TO THE JUNCTION WITH CENTRAL
 AB2669'DRIVE.  TURN LEFT ON CENTRAL DRIVE AND GO WEST FOR 1.2 KM.  (0.75 MI)
 AB2669'TO THE JUNCTION WITH AIRPORT DRIVE.  TURN LEFT ON AIRPORT DRIVE AND
 AB2669'CONTINUE WEST FOR 1.2 KM (0.75 MI) TO THE GENERAL AVIATION TERMINAL,
 AB2669'PASSING THE MAIN TERMINAL BLDG.  RM THE GENERAL AVIATION TERMINAL GO
 AB2669'SOUTH ON TAXIWAY A, APRON AND TAXIWAY N FOR 0.7 KM (0.45 MI) TO AN OLD
 AB2669'TAXIWAY AND GRAVEL ROAD.  CONTINUE SOUTH AND EAST FOLLOWING GRAVEL
 AB2669'ROAD FOR 0.8 KM (0.50 MI) TO JUNCTION WITH OLD TAXIWAY TO SOUTH.  TURN
 AB2669'RIGHT AND PROCEED SOUTH ON OLD TAXIWAY CROSSING RUNWAY 10-28 FOR 0.2
 AB2669'KM (0.10 MI) TO THE STATION ON THE LEFT ON THE SOUTH SIDE OF RUNWAY
 AB2669'10-28 OPPOSITE THE INTERNATIONAL PAPER WAREHOUSE  THE STATION IS THE
 AB2669'CENTER OF A 5 CM SURVEY DISK SET INTO THE TOP OF A 1 M (3.3 FT) LONG
 AB2669'FENO PIPE, RECESSED 18 CM BELOW GROUND LEVEL AND ENCASED IN A 12.7 CM
 AB2669'DIA PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE.  THE LOGO CAP AND
 AB2669'CONCRETE ARE SET FLUSH WITH THE GROUND. THREE CIRCULAR ANCHOR PRONGS
 AB2669'EXTEND FROM THE BOTTOM OF THE PIPE.  THE STATION IS LOCATED 68.86 M
 AB2669'(225.92 FT) WEST-SOUTHWEST OF THE 5TH RUNWAY LIGHT WEST OF THE EAST
 AB2669'END OF RUNWAY 10-28, 34.85 M (114.34 FT) SOUTH OF THE 6TH RUNWAY LIGHT
 AB2669'WEST OF THE EAST END OF RUNWAY 10-28 AND ON LINE WITH THE OPPOSITE
 AB2669'LIGHT, 68.42 M (224.47 FT) SOUTHEAST OF THE 7TH RUNWAY LIGHT WEST OF
 AB2669'THE EAST END OF RUNWAY 10-28, 17.90 M (58.73 FT) SOUTH OF THE
 AB2669'SOUTHEAST CORNER OF THE SOUTHERNMOST VISUAL APPROACH SLOPE INDICATOR
 AB2669'(VASI) BOX, AND 16.8 M (55.1 FT) NORTH OF THE BRUSH LINE  THIS STATION
 AB2669'IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION (SACS) - MAINE
 AB2669'ANA SURVEYS 1995
 AB2669
 AB2669                          STATION RECOVERY (1996)
 AB2669
 AB2669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (KRN)
 AB2669'RECOVERED AS DESCRIBED.
 AB2669
 AB2669                          STATION RECOVERY (1999)
 AB2669
 AB2669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (JDR)
 AB2669'RECOVERED AS DESCRIBED WITH THE FOLLOWING, THE VISUAL APPROACH SLOPE
 AB2669'INDICATOR (VASI) HAS BEEN REPLACED WITH PRECISION APPROACH PATH
 AB2669'INDICATOR (PAPI) .  THE STATION IS LOCATED 41.5 M (136.2 FT) SOUTHWEST
 AB2669'FROM THE NORTHERN MOST PAPI AND 36.3 M (119.1 FT) NORTH-NORTHWEST FROM
 AB2669'THE SOUTHERN MOST PAPI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0080 ***********************************************************************
 RF0080  FBN         -  This is a Federal Base Network Control Station.
 RF0080  PACS        -  This is a Primary Airport Control Station.
 RF0080  DESIGNATION -  PQI ARP 2
 RF0080  PID         -  RF0080
 RF0080  STATE/COUNTY-  ME/AROOSTOOK
 RF0080  USGS QUAD   -  PRESQUE ISLE (1984)
 RF0080
 RF0080                         *CURRENT SURVEY CONTROL
 RF0080  ___________________________________________________________________
 RF0080* NAD 83(1996)-  46 41 20.14868(N)    068 02 40.86658(W)     ADJUSTED  
 RF0080* NAVD 88     -       142.574  (meters)     467.76   (feet)  ADJUSTED  
 RF0080  ___________________________________________________________________
 RF0080  X           -   1,638,729.365 (meters)                     COMP
 RF0080  Y           -  -4,065,122.580 (meters)                     COMP
 RF0080  Z           -   4,618,198.777 (meters)                     COMP
 RF0080  LAPLACE CORR-           2.99  (seconds)                    DEFLEC99
 RF0080  ELLIP HEIGHT-         119.12  (meters)          (04/26/01) GPS OBS
 RF0080  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 RF0080  DYNAMIC HT  -         142.588 (meters)     467.81  (feet)  COMP
 RF0080  MODELED GRAV-     980,709.8   (mgal)                       NAVD 88
 RF0080
 RF0080  HORZ ORDER  -  A
 RF0080  VERT ORDER  -  SECOND    CLASS 0
 RF0080  ELLP ORDER  -  FOURTH    CLASS I
 RF0080
 RF0080.This mark is at Northern Maine Regional At Presque Isle Airport (PQI)
 RF0080
 RF0080.The horizontal coordinates were established by GPS observations
 RF0080.and adjusted by the National Geodetic Survey in July 1997..
 RF0080
 RF0080.The orthometric height was determined by differential leveling
 RF0080.and adjusted by the National Geodetic Survey in June 1991..
 RF0080
 RF0080.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RF0080
 RF0080.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0080
 RF0080.The ellipsoidal height was determined by GPS observations
 RF0080.and is referenced to NAD 83.
 RF0080
 RF0080.The geoid height was determined by GEOID03.
 RF0080
 RF0080.The dynamic height is computed by dividing the NAVD 88
 RF0080.geopotential number by the normal gravity value computed on the
 RF0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0080.degrees latitude (g = 980.6199 gals.).
 RF0080
 RF0080.The modeled gravity was interpolated from observed gravity values.
 RF0080
 RF0080;                    North         East     Units Scale Factor Converg.
 RF0080;SPC ME E     -   335,947.123   334,826.391   MT  0.99991490   +0 19 52.7
 RF0080;UTM  19      - 5,171,040.135   573,048.614   MT  0.99966559   +0 41 42.6
 RF0080
 RF0080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0080!SPC ME E     -   0.99998133  x   0.99991490  =   0.99989623
 RF0080!UTM  19      -   0.99998133  x   0.99966559  =   0.99964692
 RF0080
 RF0080:                Primary Azimuth Mark                     Grid Az
 RF0080:SPC ME E     -  PQI A                                    101 51 44.7
 RF0080:UTM  19      -  PQI A                                    101 29 54.8
 RF0080
 RF0080|---------------------------------------------------------------------|
 RF0080| PID    Reference Object                     Distance      Geod. Az  |
 RF0080|                                                           dddmmss.s |
 RF0080| AB2669 PQI A                               APPROX. 1.0 KM 1021137.4 |
 RF0080| AB2670 PQI AP STA B                        APPROX. 1.4 KM 3361513.4 |
 RF0080|---------------------------------------------------------------------|
 RF0080
 RF0080                          SUPERSEDED SURVEY CONTROL
 RF0080
 RF0080  ELLIP H (07/24/97)  119.11   (m)                       GP(       ) 2 1
 RF0080  NAD 83(1992)-  46 41 20.14853(N)    068 02 40.86677(W) AD(1995.00) B
 RF0080  ELLIP H (04/19/96)  119.08   (m)                       GP(1995.00) 3 1
 RF0080  NAVD 88 (04/19/96)  142.57   (m)          467.7    (f) LEVELING    3  
 RF0080  NGVD 29 (??/??/92)  142.766  (m)          468.39   (f) ADJ UNCH    2 0
 RF0080
 RF0080.Superseded values are not recommended for survey control.
 RF0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0080.See file dsdata.txt to determine how the superseded data were derived.
 RF0080
 RF0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM7304971040(NAD 83)
 RF0080_MARKER: DT = TOPOGRAPHIC STATION DISK
 RF0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RF0080_STAMPING: ARP 2 1963
 RF0080_MARK LOGO: CGS   
 RF0080_MAGNETIC: N = NO MAGNETIC MATERIAL
 RF0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0080+STABILITY: SURFACE MOTION
 RF0080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RF0080+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2000
 RF0080
 RF0080  HISTORY     - Date     Condition        Report By
 RF0080  HISTORY     - 1963     MONUMENTED       CGS
 RF0080  HISTORY     - 1963     GOOD             NGS
 RF0080  HISTORY     - 1974     GOOD             NGS
 RF0080  HISTORY     - 19850615 GOOD             CGS
 RF0080  HISTORY     - 19951014 GOOD             CHANCE
 RF0080  HISTORY     - 19960705 GOOD             NGS
 RF0080  HISTORY     - 19961008 GOOD             MEDT
 RF0080  HISTORY     - 19990708 GOOD             NGS
 RF0080  HISTORY     - 20000412 GOOD             NGS
 RF0080
 RF0080                          STATION DESCRIPTION
 RF0080
 RF0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 RF0080'0.5 MI W FROM PRESQUE ISLE.
 RF0080'TO REACH THE STATION FROM JUNCTION OF U.S. HIGHWAY 1 AND STATE
 RF0080'HWY. 163 IN DOWNTOWN PRESQUE ISLE, GO WEST ON HWY. 163 (W. STATE
 RF0080'ST.) FOR 0.2 MI AND JUNCTION OF HWY. 163 AND 227, CONTINUE STRAIGHT
 RF0080'ON W. STATE ST. FOR 0.4 MI. WHERE W. STATE CURVES RIGHT THROUGH
 RF0080'THE OLD GATE TO P. I. AF BASE CONTINUE 0.7 MI. CROSS R.R. TRACK
 RF0080'AND TURN LEFT, GO 0.3 MI. TURN LEFT, CROSS R.R. TRACK AND CONTINUE
 RF0080'0.5 MI. TO CONTROL TOWER AND NORTHEAST AIRLINES TERMINAL BUILDING,
 RF0080'TURN LEFT AND PROCEED THROUGH GATE TO TERMINAL RAMP, TURN LEFT AND
 RF0080'GO SSE 0.12 MI. TO TAXIWAY RIGHT, TURN RIGHT AND GO SW 0.1 MI.
 RF0080'TO INTERSECTION OF TWY AND ABANDON NW-SW RWY AND STATION IN FIELD
 RF0080'SE OF INTERSTION.  THE STATION IS 73 FT NE FROM THE EDGE OF ABANDON
 RF0080'RWY AND 86 FT SE FROM EDGE OF THE TWY LEADING FROM TERMINAL RAMP.,
 RF0080'121 FT SE FROM INTERSECTION OF PAINT STRIPES OF TWY.  A STANDARD
 RF0080'TOPOGRAPHIC DISK (USC AND GS) SET IN CONCRETE POST FLUSH WITH THE
 RF0080'GROUND.
 RF0080
 RF0080                          STATION RECOVERY (1974)
 RF0080
 RF0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 RF0080'RECOVERED IN GOOD CONDITION.
 RF0080
 RF0080                          STATION RECOVERY (1985)
 RF0080
 RF0080'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1985
 RF0080'LOCATED AT NORTHERN MAINE REGIONAL AIRPORT AT PRESQUE ILSE, NEAR THE
 RF0080'CENTER OF THE LANDING SURFACE, ALSO NEAR THE MIDPOINT OF THE ABANDONED
 RF0080'NW-SE RUNWAY, 86 FT (26.2 M) SOUTHEAST OF THE EDGE OF THE TAXIWAY
 RF0080'LEADING TO THE TERMINAL RAMP, 121 FT (36.9 M) SOUTHEAST OF THE
 RF0080'CENTERLINE INTERSECTION OF THE PAINT STRIPES ALONG THE TAXIWAY AND 73
 RF0080'FT (22.3 M) NORTHEAST OF THE EDGE OF THE ABANDONED NW-SE RUNWAY.  A
 RF0080'TOPOGRAPHIC STATION DISK STAMPED ARP 2 1963 IN THE TOP OF A CONCRETE
 RF0080'MONUMENT ABOUT FLUSH WITH THE GROUND.
 RF0080
 RF0080                          STATION RECOVERY (1995)
 RF0080
 RF0080'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KB)
 RF0080'RECOVERED AS DESCRIBED WITH THE FOLLOWING INFORMATION-  THIS STATION
 RF0080'IS DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION (PACS) - MAINE ANA
 RF0080'SURVEYS 1995
 RF0080
 RF0080                          STATION RECOVERY (1996)
 RF0080
 RF0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (KRN)
 RF0080'RECOVERED AS DESCRIBED.
 RF0080
 RF0080                          STATION RECOVERY (1996)
 RF0080
 RF0080'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1996 (SAK)
 RF0080'RECOVERED AS DESCRIBED.
 RF0080
 RF0080                          STATION RECOVERY (1999)
 RF0080
 RF0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (JDR)
 RF0080'RECOVERED AS DESCRIBED.
 RF0080
 RF0080                          STATION RECOVERY (2000)
 RF0080
 RF0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 RF0080'THE STATION IS LOCATED ON THE EAST SIDE OF PRESQUE ISLE, AT THE
 RF0080'NORTHERN MAINE REGIONAL AIRPORT, ON THE SOUTHEAST SIDE OF THE TAXIWAY
 RF0080'LEADING TO RUNWAY 10-28.  OWNERSHIP--CITY OF PRESQUE ISLE. NOTE-ESCORT
 RF0080'NEEDED TO ACCESS THE STATION.  CONTACT MR. RUSS CLARK, MAINTENANCE
 RF0080'SUPERVISOR, ONE DAY IN ADVANCE BEFORE OCCUPYING THIS STATION, PHONE
 RF0080'207-764-2250.  ALSO CONTACT MR. GREGORY WILLARD, AIRPORT MANAGER, AT
 RF0080'THE SAME PHONE NUMBER.  TO REACH THE STATION FROM THE US HIGHWAY 1
 RF0080'BRIDGE OVER THE AROOSTOOK RIVER ON THE NORTH SIDE OF PRESQUE ISLE, GO
 RF0080'SOUTH ON HIGHWAY 1 FOR 0.32 KM (0.20 MI) TO THE JUNCTION OF PARSONS
 RF0080'STREET LEADING WEST AND MAYSVILLE STREET LEADING EAST AT A TRAFFIC
 RF0080'LIGHT.  TURN RIGHT, WESTERLY ON PARSONS STREET FOR 1.23 KM (0.75 MI)
 RF0080'TO THE Y-JUNCTION OF STATE HIGHWAY 227 ON THE RIGHT.  CONTINUE AHEAD,
 RF0080'SOUTH ON PARSONS STREET FOR 0.64 KM (0.40 MI) TO THE JUNCTION OF
 RF0080'CENTRAL DRIVE ON THE RIGHT.  TURN RIGHT, WEST ON CENTRAL DRIVE FOR
 RF0080'1.21 KM (0.75 MI) TO THE JUNCTION OF AIRPORT DRIVE ON THE LEFT.  TURN
 RF0080'LEFT, WESTERLY ON AIRPORT DRIVE FOR 0.16 KM (0.10 MI) TO A RAILROAD
 RF0080'CROSSING.  CONTINUE AHEAD ON AIRPORT DRIVE FOR ABOUT 45.72 M (150.00
 RF0080'FT) TO A LARGE OPEN AREA BETWEEN TWO LARGE WAREHOUSES.  TURN LEFT AND
 RF0080'GO SOUTH ACROSS THE OPEN AREA FOR 0.24 KM (0.15 MI), PASSING THE
 RF0080'WAREHOUSES, TO A RAILROAD CROSSING.  CROSS THE TRACKS AND BEAR RIGHT,
 RF0080'WESTERLY FOR 0.16 KM (0.10 MI) TO TWO METAL POSTS AT THE START OF AN
 RF0080'AIRPORT SERVICE ROAD (OLD ABANDONED RUNWAY).  PASS THROUGH THE METAL
 RF0080'POSTS AND CONTINUE WESTERLY ON THE SERVICE ROAD FOR 0.56 KM (0.35 MI)
 RF0080'TO A TAXIWAY.  TURN LEFT ON THE TAXIWAY FOR 0.24 KM (0.15 MI) TO THE
 RF0080'STATION ON THE LEFT.  THE STATION IS FLUSH WITH GROUND.  LOCATED 26.22
 RF0080'M (86.02 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF THE TAXIWAY AND 22.25
 RF0080'M (73.00 FT) NORTHEAST OF THE NORTHEAST EDGE OF AN OLD ABANDONED
 RF0080'RUNWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI2031 ***********************************************************************
 AI2031  SACS        -  This is a Secondary Airport Control Station.
 AI2031  DESIGNATION -  PQI B
 AI2031  PID         -  AI2031
 AI2031  STATE/COUNTY-  ME/AROOSTOOK
 AI2031  USGS QUAD   -  PRESQUE ISLE (1984)
 AI2031
 AI2031                         *CURRENT SURVEY CONTROL
 AI2031  ___________________________________________________________________
 AI2031* NAD 83(1996)-  46 42 02.88914(N)    068 03 04.30184(W)     ADJUSTED  
 AI2031* NAVD 88     -       161.08   (meters)     528.5    (feet)  GPS OBS   
 AI2031  ___________________________________________________________________
 AI2031  X           -   1,637,913.236 (meters)                     COMP
 AI2031  Y           -  -4,064,429.681 (meters)                     COMP
 AI2031  Z           -   4,619,117.479 (meters)                     COMP
 AI2031  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 AI2031  ELLIP HEIGHT-         137.62  (meters)          (02/25/02) GPS OBS
 AI2031  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 AI2031
 AI2031  HORZ ORDER  -  FIRST
 AI2031  ELLP ORDER  -  FOURTH    CLASS I
 AI2031
 AI2031.This mark is at Northern Maine Regional At Presque Isle Airport (PQI)
 AI2031
 AI2031.The horizontal coordinates were established by GPS observations
 AI2031.and adjusted by the National Geodetic Survey in October 1999..
 AI2031
 AI2031.The orthometric height was determined by GPS observations and a
 AI2031.high-resolution geoid model.
 AI2031
 AI2031.GPS derived orthometric heights for airport stations designated as
 AI2031.PACS or SACS are published to 2 decimal places.  This maintains
 AI2031.centimeter relative accuracy between the PACS and SACS.  It does
 AI2031.not indicate centimeter accuracy relative to other marks which are
 AI2031.part of the NAVD 88 network.
 AI2031
 AI2031.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2031
 AI2031.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2031
 AI2031.The ellipsoidal height was determined by GPS observations
 AI2031.and is referenced to NAD 83.
 AI2031
 AI2031.The geoid height was determined by GEOID03.
 AI2031
 AI2031;                    North         East     Units Scale Factor Converg.
 AI2031;SPC ME E     -   337,263.918   334,320.944   MT  0.99991447   +0 19 35.9
 AI2031;UTM  19      - 5,172,353.366   572,534.942   MT  0.99966467   +0 41 26.0
 AI2031
 AI2031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2031!SPC ME E     -   0.99997843  x   0.99991447  =   0.99989290
 AI2031!UTM  19      -   0.99997843  x   0.99966467  =   0.99964311
 AI2031
 AI2031                          SUPERSEDED SURVEY CONTROL
 AI2031
 AI2031  ELLIP H (10/07/99)  137.61   (m)                       GP(       ) 4 1
 AI2031
 AI2031.Superseded values are not recommended for survey control.
 AI2031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2031.See file dsdata.txt to determine how the superseded data were derived.
 AI2031
 AI2031_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM7253572353(NAD 83)
 AI2031_MARKER: DD = SURVEY DISK
 AI2031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2031_STAMPING: PQI B 1999
 AI2031_MARK LOGO: NOS   
 AI2031_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI2031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2031+STABILITY: SURFACE MOTION
 AI2031_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2031+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI2031
 AI2031  HISTORY     - Date     Condition        Report By
 AI2031  HISTORY     - 1999     MONUMENTED       NGS
 AI2031
 AI2031                          STATION DESCRIPTION
 AI2031
 AI2031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (JDR)
 AI2031'THE STATION IS LOCATED AT THE NORTHERN MAINE REGIONAL AIRPORT AT
 AI2031'PRESQUE ISLE AND AT THE NORTHERN END OF THE AIRPORT BETWEEN TAXIWAY A
 AI2031'AND THE RUNWAY.  OWNERSHIP -- CITY OF PRESQUE ISLE, GREG WILLARD -
 AI2031'AIRPORT MANAGER, PHONE 207-764-2550.  TO REACH THE STATION FROM THE
 AI2031'JUNCTION OF U.S.  HWY 1 AND STATE HWY 163 IN DOWNTOWN PRESQUE ISLE, GO
 AI2031'WEST ON STATE HWY 163 FOR 0.32 KM (0.20 MI) TO THE JUNCTION OF STATE
 AI2031'HWY 227 (STATE STREET) .  TURN RIGHT AND PROCEED NORTH ON STATE HWY
 AI2031'227 FOR 0.80 KM (0.50 MI) TO THE JUNCTION OF CENTRAL DRIVE.  TURN LEFT
 AI2031'ON CENTRAL DRIVE AND GO WEST FOR 1.2 KM (0.75 MI) TO AIRPORT DRIVE ON
 AI2031'THE LEFT.  TURN LEFT AND GO WESTERLY ON AIRPORT DRIVE FOR 1.2 TO THE
 AI2031'GENERAL AVIATION TERMINAL ON THE LEFT.  FROM THE GENERAL AVIATION
 AI2031'TERMINAL GO WESTERLY ACROSS THE RAMP AREA FOR 0.16 KM (0.10 MI) TO
 AI2031'TAXIWAY A, TURN RIGHT AND GO NORTHERLY FOR 0.48 KM (0.30 MI) TO THE
 AI2031'STATION ON THE LEFT.  THE STATION IS LOCATED 43.8 M (143.7 FT)
 AI2031'SOUTHEAST OF A TAXIWAY LIGHT NEAR THE HOLD BAR FOR RUNWAY END 19, 28.1
 AI2031'M (92.2 FT) SOUTH OF THE CENTERLINE OF TAXIWAY A AND 16.0 M (52.5 FT)
 AI2031'SOUTH OF THE FOURTH TAXIWAY LIGHT EAST OF THE RUNWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0867 ***********************************************************************
 QF0867  DESIGNATION -  PRATT
 QF0867  PID         -  QF0867
 QF0867  STATE/COUNTY-  ME/WASHINGTON
 QF0867  USGS QUAD   -  CALAIS (1977)
 QF0867
 QF0867                         *CURRENT SURVEY CONTROL
 QF0867  ___________________________________________________________________
 QF0867* NAD 83(1996)-  45 07 48.70501(N)    067 19 22.72161(W)     ADJUSTED  
 QF0867* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 QF0867  ___________________________________________________________________
 QF0867  LAPLACE CORR-           4.93  (seconds)                    DEFLEC99
 QF0867  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 QF0867
 QF0867  HORZ ORDER  -  THIRD
 QF0867
 QF0867.The horizontal coordinates were established by classical geodetic methods
 QF0867.and adjusted by the National Geodetic Survey in March 1998..
 QF0867
 QF0867.The orthometric height was scaled from a topographic map.
 QF0867
 QF0867.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0867
 QF0867.The geoid height was determined by GEOID03.
 QF0867
 QF0867;                    North         East     Units Scale Factor Converg.
 QF0867;SPC ME E     -   163,285.153   392,584.747   MT  1.00000537   +0 50 03.2
 QF0867;UTM  19      - 4,998,781.657   631,875.230   MT  0.99981384   +1 11 19.3
 QF0867
 QF0867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0867!SPC ME E     -   1.00000133  x   1.00000537  =   1.00000670
 QF0867!UTM  19      -   1.00000133  x   0.99981384  =   0.99981517
 QF0867
 QF0867:                Primary Azimuth Mark                     Grid Az
 QF0867:SPC ME E     -  ENGLISH IBC                              000 33 24.9
 QF0867:UTM  19      -  ENGLISH IBC                              000 12 08.8
 QF0867
 QF0867|---------------------------------------------------------------------|
 QF0867| PID    Reference Object                     Distance      Geod. Az  |
 QF0867|                                                           dddmmss.s |
 QF0867| QF0865 ENGLISH IBC                         463.974 METERS 0012328.1 |
 QF0867| CE9461 PRATT RM 1                            7.289 METERS 02112     |
 QF0867| QF0861 RR GIRDER SW IBC                    APPROX. 0.6 KM 0321834.6 |
 QF0867| CE9462 PRATT RM 2                           11.627 METERS 22504     |
 QF0867| QF0872 DOTEN                               487.477 METERS 2453236.0 |
 QF0867| QF0870 HEATER IBC                          194.058 METERS 33937     |
 QF0867|---------------------------------------------------------------------|
 QF0867
 QF0867                          SUPERSEDED SURVEY CONTROL
 QF0867
 QF0867  NAD 83(1992)-  45 07 48.69989(N)    067 19 22.71990(W) AD(       ) 3
 QF0867  NAD 83(1986)-  45 07 48.70221(N)    067 19 22.72479(W) AD(       ) 3
 QF0867  NAD 27      -  45 07 48.42900(N)    067 19 24.76000(W) AD(       ) 3
 QF0867
 QF0867.Superseded values are not recommended for survey control.
 QF0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0867.See file dsdata.txt to determine how the superseded data were derived.
 QF0867
 QF0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK3187598782(NAD 83)
 QF0867_MARKER: DH = HORIZONTAL CONTROL DISK
 QF0867_SETTING: 80 = SET IN A BOULDER
 QF0867_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF0867
 QF0867  HISTORY     - Date     Condition        Report By
 QF0867  HISTORY     - 1909     MONUMENTED       IBC
 QF0867
 QF0867                          STATION DESCRIPTION
 QF0867
 QF0867'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JEM)
 QF0867'ON THE S SIDE OF THE ST CROIX RIVER, ABOUT 1/2 MILE ABOVE BARING, ON
 QF0867'PRATT POINT.  THE STATION IS ABOUT MIDWAY OF THE POINT AND ABOUT 80
 QF0867'METERS BACK FROM THE RIVER, IN THE STONY PASTURE LAND.
 QF0867'
 QF0867'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE IN THE EXPOSED
 QF0867'SURFACE OF A LARGE, EMBEDDED BOULDER.  A CROSS WITHIN A TRIANGLE CUT
 QF0867'IN A LARGE BOULDER BEARS N 21 DEGREES 12 MINUTES E, 7.29 METERS
 QF0867'DISTANT, AND A LIKE MARK IS CUT IN A EXPOSED LEDGE OF ROCK WHICH BEARS
 QF0867'S 45 DEGREES 04 MINUTES W, 11.63 METERS DISTANT FROM THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0567 ***********************************************************************
 PE0567  DESIGNATION -  PREBLE
 PE0567  PID         -  PE0567
 PE0567  STATE/COUNTY-  ME/PENOBSCOT
 PE0567  USGS QUAD   -  OLD TOWN (1988)
 PE0567
 PE0567                         *CURRENT SURVEY CONTROL
 PE0567  ___________________________________________________________________
 PE0567* NAD 83(1996)-  44 57 20.22332(N)    068 42 10.99354(W)     ADJUSTED  
 PE0567* NAVD 88     -        41.494  (meters)     136.13   (feet)  ADJUSTED  
 PE0567  ___________________________________________________________________
 PE0567  LAPLACE CORR-           2.19  (seconds)                    DEFLEC99
 PE0567  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 PE0567  DYNAMIC HT  -          41.493 (meters)     136.13  (feet)  COMP
 PE0567  MODELED GRAV-     980,598.4   (mgal)                       NAVD 88
 PE0567
 PE0567  HORZ ORDER  -  SECOND
 PE0567  VERT ORDER  -  SECOND    CLASS 0
 PE0567
 PE0567.The horizontal coordinates were established by classical geodetic methods
 PE0567.and adjusted by the National Geodetic Survey in March 1998..
 PE0567
 PE0567.The orthometric height was determined by differential leveling
 PE0567.and adjusted by the National Geodetic Survey in June 1991..
 PE0567
 PE0567.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE0567
 PE0567.The geoid height was determined by GEOID03.
 PE0567
 PE0567.The dynamic height is computed by dividing the NAVD 88
 PE0567.geopotential number by the normal gravity value computed on the
 PE0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0567.degrees latitude (g = 980.6199 gals.).
 PE0567
 PE0567.The modeled gravity was interpolated from observed gravity values.
 PE0567
 PE0567;                    North         East     Units Scale Factor Converg.
 PE0567;SPC ME E     -   143,231.796   283,979.100   MT  0.99990316   -0 08 36.5
 PE0567;UTM  19      - 4,978,062.980   523,421.967   MT  0.99960675   +0 12 35.3
 PE0567
 PE0567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE0567!SPC ME E     -   0.99999736  x   0.99990316  =   0.99990052
 PE0567!UTM  19      -   0.99999736  x   0.99960675  =   0.99960411
 PE0567
 PE0567|---------------------------------------------------------------------|
 PE0567| PID    Reference Object                     Distance      Geod. Az  |
 PE0567|                                                           dddmmss.s |
 PE0567| PE0569 PREBLE RM 1                          14.173 METERS 04004     |
 PE0567| PE0568 PREBLE RM 2                          10.556 METERS 17132     |
 PE0567| CE8645 PREBLE AZ MK                                       3322305.5 |
 PE0567| CE8646 PREBLE RM 3                          15.595 METERS 33621     |
 PE0567|---------------------------------------------------------------------|
 PE0567
 PE0567                          SUPERSEDED SURVEY CONTROL
 PE0567
 PE0567  NAD 83(1992)-  44 57 20.22295(N)    068 42 10.99304(W) AD(       ) 2
 PE0567  NAD 83(1986)-  44 57 20.22573(N)    068 42 10.99252(W) AD(       ) 2
 PE0567  NAD 27      -  44 57 19.97330(N)    068 42 12.86640(W) AD(       ) 2
 PE0567  NGVD 29 (??/??/92)   41.702  (m)          136.82   (f) ADJ UNCH    2 0
 PE0567
 PE0567.Superseded values are not recommended for survey control.
 PE0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0567.See file dsdata.txt to determine how the superseded data were derived.
 PE0567
 PE0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK2342278063(NAD 83)
 PE0567_MARKER: DS = TRIANGULATION STATION DISK
 PE0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0567_STAMPING: PREBLE 1958
 PE0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0567+STABILITY: SURFACE MOTION
 PE0567
 PE0567  HISTORY     - Date     Condition        Report By
 PE0567  HISTORY     - 1958     MONUMENTED       CGS
 PE0567  HISTORY     - 1958     GOOD             CGS
 PE0567  HISTORY     - 1981     GOOD             MEDT
 PE0567
 PE0567                          STATION DESCRIPTION
 PE0567
 PE0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 PE0567'STATION IS LOCATED ABOUT 3 MILES NORTH NORTHWEST OF STILLWATER
 PE0567'AND ABOUT 3 MILES NORTHWEST OF OLD TOWN ALONG THE RIGHT OF WAY
 PE0567'OF STATE HIGHWAY 43.  STATION IS 19 FEET WEST OF THE APPROXIMATE
 PE0567'CENTERLINE OF HIGHWAY, 15 FEET NORTH OF THE APPROXIMATE CENTER OF
 PE0567'DRIVEWAY AND 10 FEET SOUTH SOUTHEAST OF UTILITY POLE.  THE MARK
 PE0567'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED PREBLE 1958.
 PE0567'
 PE0567'REFERENCE MARK NO. 1 IS 20 FEET EAST OF THE APPROXIMATE CENTER
 PE0567'OF HIGHWAY AND 8 FEET NORTHWEST OF LARGE MAPLE TREE.  THE MARK
 PE0567'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED PREBLE NO 1 1958.
 PE0567'
 PE0567'REFERENCE MARK NO. 2 IS 24 FEET WEST OF THE APPROXIMATE CENTER
 PE0567'OF HIGHWAY AND 20 FEET SOUTH OF THE APPROXIMATE CENTER OF
 PE0567'DRIVEWAY.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 PE0567'STAMPED PREBLE NO 2 1958.
 PE0567'
 PE0567'AZIMUTH MARK IS 25 FEET NORTHEAST OF THE APPROXIMATE CENTER OF
 PE0567'STATE HIGHWAY 43, 22 FEET SOUTHEAST OF UTILITY POLE AND 2.5 FEET
 PE0567'SOUTHEAST OF WITNESS POST.  THE MARK PROJECTS ABOUT 2 INCHES AND
 PE0567'THE DISK IS STAMPED PREBLE 1958.
 PE0567'
 PE0567'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND STATE
 PE0567'HIGHWAY 43 IN OLD TOWN GO NORTH AND WESTERLY ON STATE HIGHWAY 43
 PE0567'FOR 3.0 MILES TO BRIDGE OVER THE STILLWATER RIVER.  CONTINUE ON
 PE0567'HIGHWAY FOR 0.25 MILE TO JUNCTION OF STATE HIGHWAY 16.  CONTINUE
 PE0567'STRAIGHT AHEAD ON STATE HIGHWAY 43 FOR 0.3 MILE TO FARM BUILDINGS
 PE0567'AND STATION ON LEFT AS DESCRIBED.  CONTINUE NORTHWESTERLY FOR
 PE0567'0.25 MILE TO AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 PE0567'ON THE RIGHT AS DESCRIBED.
 PE0567'
 PE0567'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 PE0567
 PE0567                          STATION RECOVERY (1958)
 PE0567
 PE0567'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 PE0567'3.2  MI NW FROM OLD TOWN.
 PE0567'3.25 MILES NORTHWEST ALONG STATE HIGHWAY 43 FROM ITS JUNCTION
 PE0567'WITH U.S. HIGHWAY 2 AT OLD TOWN, ABOUT 0.3 MILES NORTH OF THE
 PE0567'JUNCTION OF STATE HIGHWAY 16, AT A DRIVE WEST TO A HOUSE, 19
 PE0567'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 85 FEET SOUTHEAST
 PE0567'OF THE SOUTHEAST CORNER OF A HOUSE, 99 FEET EAST OF THE SOUTHEAST
 PE0567'CORNER OF A BARN, 32 FEET SOUTH OF THE CENTER LINE OF THE DRIVE
 PE0567'WEST TO THE BARN, 10 FEET SOUTHEAST OF POWER POLE 75, ABOUT 1
 PE0567'FOOT ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE
 PE0567'POST FLUSH WITH THE GROUND.
 PE0567
 PE0567                          STATION RECOVERY (1981)
 PE0567
 PE0567'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1981 (BJR)
 PE0567'PREBLE-1958 RECOVERED GOOD.
 PE0567'
 PE0567'PREBLE NO. 2-1958 RECOVERED GOOD.
 PE0567'
 PE0567'PREBLE NO. 3-1958 RECOVERED GOOD.
 PE0567'
 PE0567'AZ-PREBLE-1958 RECOVERED GOOD (NOT V.G.).
 PE0567'
 PE0567'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MI.
 PE0567'NORTH-NORTHWEST OF STILLWATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1789 ***********************************************************************
 PE1789  DESIGNATION -  PREBLE
 PE1789  PID         -  PE1789
 PE1789  STATE/COUNTY-  ME/HANCOCK
 PE1789  USGS QUAD   -  BAR HARBOR (1982)
 PE1789
 PE1789                         *CURRENT SURVEY CONTROL
 PE1789  ___________________________________________________________________
 PE1789* NAD 83(1996)-  44 27 48.49620(N)    068 09 59.05149(W)     ADJUSTED  
 PE1789* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 PE1789  ___________________________________________________________________
 PE1789  LAPLACE CORR-           4.12  (seconds)                    DEFLEC99
 PE1789  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 PE1789
 PE1789  HORZ ORDER  -  THIRD
 PE1789
 PE1789.The horizontal coordinates were established by classical geodetic methods
 PE1789.and adjusted by the National Geodetic Survey in March 1998..
 PE1789
 PE1789.The orthometric height was scaled from a topographic map.
 PE1789
 PE1789.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1789
 PE1789.The geoid height was determined by GEOID03.
 PE1789
 PE1789;                    North         East     Units Scale Factor Converg.
 PE1789;SPC ME E     -    88,581.023   326,544.716   MT  0.99990866   +0 14 01.2
 PE1789;UTM  19      - 4,923,689.553   566,310.482   MT  0.99965407   +0 35 02.1
 PE1789
 PE1789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1789!SPC ME E     -   1.00000363  x   0.99990866  =   0.99991229
 PE1789!UTM  19      -   1.00000363  x   0.99965407  =   0.99965770
 PE1789
 PE1789:                Primary Azimuth Mark                     Grid Az
 PE1789:SPC ME E     -  BLAD 1944                                216 18 53.0
 PE1789:UTM  19      -  BLAD 1944                                215 57 52.1
 PE1789
 PE1789|---------------------------------------------------------------------|
 PE1789| PID    Reference Object                     Distance      Geod. Az  |
 PE1789|                                                           dddmmss.s |
 PE1789| PE1816 BLAD 1944                           APPROX. 6.0 KM 2163254.2 |
 PE1789|---------------------------------------------------------------------|
 PE1789
 PE1789                          SUPERSEDED SURVEY CONTROL
 PE1789
 PE1789  NAD 83(1992)-  44 27 48.49059(N)    068 09 59.05545(W) AD(       ) 3
 PE1789  NAD 83(1986)-  44 27 48.48895(N)    068 09 59.06023(W) AD(       ) 3
 PE1789  NAD 27      -  44 27 48.20300(N)    068 10 01.03000(W) AD(       ) 3
 PE1789
 PE1789.Superseded values are not recommended for survey control.
 PE1789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1789.See file dsdata.txt to determine how the superseded data were derived.
 PE1789
 PE1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK6631023690(NAD 83)
 PE1789_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PE1789_SETTING: 66 = SET IN ROCK OUTCROP
 PE1789_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 PE1789_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE1789_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1789+STABILITY: POSITION/ELEVATION WELL
 PE1789
 PE1789  HISTORY     - Date     Condition        Report By
 PE1789  HISTORY     - 1944     MONUMENTED       CGS
 PE1789  HISTORY     - 1986     GOOD             NOS
 PE1789
 PE1789                          STATION DESCRIPTION
 PE1789
 PE1789'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1789'STATION IS LOCATED ON THE SOUTHEAST TIP OF PREBLE ISLAND WHICH
 PE1789'IS JUST SOUTH OF WAUKEAG NECK.  IT IS ABOUT 20 METERS NORTH OF MEAN
 PE1789'HIGH WATER LINE ON VERY TIP OF ISLAND, 8 METERS WEST OF MEAN
 PE1789'HIGH WATER LINE AND 3 METERS INSIDE GRASS AND TREE LINE.  MARK
 PE1789'IS A STANDARD TOPOGRAPHIC DISC STAMPED PREBLE, 1944 SET IN LEDGE
 PE1789'ROCK OUTCROP.
 PE1789'
 PE1789'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK 6 FEET.
 PE1789
 PE1789                          STATION RECOVERY (1986)
 PE1789
 PE1789'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1986 (JED)
 PE1789'THE STATION WAS RECOVERED AT THIS DATE.
 PE1789'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY THE 1944
 PE1789'DESCRIPTION.
 PE1789'
 PE1789'RECOVERED BY AE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0143 ***********************************************************************
 OC0143  DESIGNATION -  PREBLE 162
 OC0143  PID         -  OC0143
 OC0143  STATE/COUNTY-  ME/CUMBERLAND
 OC0143  USGS QUAD   -  PORTLAND EAST (1975)
 OC0143
 OC0143                         *CURRENT SURVEY CONTROL
 OC0143  ___________________________________________________________________
 OC0143* NAD 83(1996)-  43 38 57.42986(N)    070 13 31.74907(W)     ADJUSTED  
 OC0143* NAVD 88     -         9.159  (meters)      30.05   (feet)  ADJUSTED  
 OC0143  ___________________________________________________________________
 OC0143  LAPLACE CORR-           3.26  (seconds)                    DEFLEC99
 OC0143  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 OC0143  DYNAMIC HT  -           9.158 (meters)      30.05  (feet)  COMP
 OC0143  MODELED GRAV-     980,504.3   (mgal)                       NAVD 88
 OC0143
 OC0143  HORZ ORDER  -  SECOND
 OC0143  VERT ORDER  -  SECOND    CLASS 0
 OC0143
 OC0143.The horizontal coordinates were established by classical geodetic methods
 OC0143.and adjusted by the National Geodetic Survey in March 1998..
 OC0143
 OC0143.The orthometric height was determined by differential leveling
 OC0143.and adjusted by the National Geodetic Survey in June 1991..
 OC0143
 OC0143.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC0143
 OC0143.The geoid height was determined by GEOID03.
 OC0143
 OC0143.The dynamic height is computed by dividing the NAVD 88
 OC0143.geopotential number by the normal gravity value computed on the
 OC0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0143.degrees latitude (g = 980.6199 gals.).
 OC0143
 OC0143.The modeled gravity was interpolated from observed gravity values.
 OC0143
 OC0143;                    North         East     Units Scale Factor Converg.
 OC0143;SPC ME W     -    90,648.920   895,254.795   MT  0.99996694   -0 02 26.2
 OC0143;UTM  19      - 4,833,650.606   401,170.489   MT  0.99972014   -0 50 45.4
 OC0143
 OC0143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC0143!SPC ME W     -   1.00000265  x   0.99996694  =   0.99996959
 OC0143!UTM  19      -   1.00000265  x   0.99972014  =   0.99972279
 OC0143
 OC0143:                Primary Azimuth Mark                     Grid Az
 OC0143:SPC ME W     -  DIAMOND LEDGE BEACON                     001 36 14.2
 OC0143:UTM  19      -  DIAMOND LEDGE BEACON                     002 24 33.4
 OC0143
 OC0143|---------------------------------------------------------------------|
 OC0143| PID    Reference Object                     Distance      Geod. Az  |
 OC0143|                                                           dddmmss.s |
 OC0143| OC1748 DIAMOND LEDGE BEACON                APPROX. 1.5 KM 0013348.0 |
 OC0143| OC1749 SPRING POINT LEDGE LIGHTHOUSE       339.170 METERS 02212     |
 OC0143| OC0144 PREBLE 162 RM 1                      24.967 METERS 19748     |
 OC0143| CE8394 PREBLE 162 RM 2                      20.845 METERS 27302     |
 OC0143| OC1635 PORTLAND MARINE HOSPITAL STACK      APPROX. 4.6 KM 3392355.1 |
 OC0143|---------------------------------------------------------------------|
 OC0143
 OC0143                          SUPERSEDED SURVEY CONTROL
 OC0143
 OC0143  NAD 83(1992)-  43 38 57.42814(N)    070 13 31.74994(W) AD(       ) 2
 OC0143  NAD 83(1986)-  43 38 57.43418(N)    070 13 31.75549(W) AD(       ) 2
 OC0143  NAD 27      -  43 38 57.13700(N)    070 13 33.60100(W) AD(       ) 2
 OC0143  NGVD 29 (??/??/92)    9.384  (m)           30.79   (f) ADJ UNCH    2 0
 OC0143
 OC0143.Superseded values are not recommended for survey control.
 OC0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0143.See file dsdata.txt to determine how the superseded data were derived.
 OC0143
 OC0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0117033651(NAD 83)
 OC0143_MARKER: DB = BENCH MARK DISK
 OC0143_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC0143_SP_SET: BUILDING
 OC0143_STAMPING: PREBLE 162 1941
 OC0143_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC0143
 OC0143  HISTORY     - Date     Condition        Report By
 OC0143  HISTORY     - 1941     MONUMENTED       CGS
 OC0143  HISTORY     - 1943     GOOD             NGS
 OC0143  HISTORY     - 1974     SEE DESCRIPTION  MEDT
 OC0143  HISTORY     - 1976     GOOD             NGS
 OC0143  HISTORY     - 19910620 MARK NOT FOUND   USPSQD
 OC0143
 OC0143                          STATION DESCRIPTION
 OC0143
 OC0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC0143'STATION IS LOCATED IN FORT PREBLE, SOUTH PORTLAND, IN THE SE
 OC0143'SECTION OF THE FORT, AND ABOUT 25 FT. W OF A STEEP EMBANKMENT
 OC0143'LEADING DOWN TO A MASONRY WALL SURROUNDING THE FORT.  IT IS A
 OC0143'STANDARD STATION DISK, STAMPED PREBLE 162 1941 AND SET IN
 OC0143'A SQUARE BLOCK OF CONCRETE PROJECTING ABOUT 3 IN. ABOVE GROUND.
 OC0143'
 OC0143'REFERENCE MARK 1 IS S-SE OF THE STATION.  IT IS A STANDARD
 OC0143'REFERENCE-MARK DISK, STAMPED PREBLE 162 NO 1 1941 AND SET IN A
 OC0143'BLOCK OF CONCRETE FLUSH WITH THE GROUND AT THE SAME ELEVATION AS
 OC0143'THE STATION.
 OC0143'
 OC0143'REFERENCE MARK 2 IS W OF THE STATION.  IT IS A STANDARD DISK,
 OC0143'STAMPED PREBLE 162 NO 2 1941 AND SET FLUSH IN THE CONCRETE PARAPET.
 OC0143'PARAPET.
 OC0143'
 OC0143'DIAMOND ISLAND LEDGE LIGHT IS ABOUT 1 MI. N OF THE STATION
 OC0143'AND SERVES AS AN AZIMUTH MARK.
 OC0143
 OC0143                          STATION RECOVERY (1943)
 OC0143
 OC0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 OC0143'IN SOUTH PORTLAND.
 OC0143'AT SOUTH PORTLAND, CUMBERLAND COUNTY, IN THE NORTHEAST CORNER
 OC0143'OF FORT PREBLE, IN FRONT OF BATTERY RIVARDI, 72 FEET EAST OF GUN
 OC0143'EMPLACEMENT 2, 20 FEET SOUTH OF THE NORTH STEEP BANK, AND 12.5
 OC0143'FEET WEST OF ANOTHER STEEP BANK.
 OC0143
 OC0143                          STATION RECOVERY (1974)
 OC0143
 OC0143'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1974 (BR)
 OC0143'PREBLE 162 GOOD
 OC0143'
 OC0143'RM-1 GOOD
 OC0143'
 OC0143'RM-2 GOOD
 OC0143
 OC0143                          STATION RECOVERY (1976)
 OC0143
 OC0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0143'RECOVERED IN GOOD CONDITION.
 OC0143
 OC0143                          STATION RECOVERY (1991)
 OC0143
 OC0143'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OC0143'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0144 ***********************************************************************
 OC0144  DESIGNATION -  PREBLE 162 RM 1
 OC0144  PID         -  OC0144
 OC0144  STATE/COUNTY-  ME/CUMBERLAND
 OC0144  USGS QUAD   -  PORTLAND EAST (1975)
 OC0144
 OC0144                         *CURRENT SURVEY CONTROL
 OC0144  ___________________________________________________________________
 OC0144* NAD 83(1986)-  43 38 57.     (N)    070 13 31.     (W)     SCALED    
 OC0144* NAVD 88     -         9.375  (meters)      30.76   (feet)  ADJUSTED  
 OC0144  ___________________________________________________________________
 OC0144  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 OC0144  DYNAMIC HT  -           9.374 (meters)      30.75  (feet)  COMP
 OC0144  MODELED GRAV-     980,504.3   (mgal)                       NAVD 88
 OC0144
 OC0144  VERT ORDER  -  SECOND    CLASS 0
 OC0144
 OC0144.The horizontal coordinates were scaled from a topographic map and have
 OC0144.an estimated accuracy of +/- 6 seconds.
 OC0144
 OC0144.The orthometric height was determined by differential leveling
 OC0144.and adjusted by the National Geodetic Survey in June 1991..
 OC0144
 OC0144.The geoid height was determined by GEOID03.
 OC0144
 OC0144.The dynamic height is computed by dividing the NAVD 88
 OC0144.geopotential number by the normal gravity value computed on the
 OC0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0144.degrees latitude (g = 980.6199 gals.).
 OC0144
 OC0144.The modeled gravity was interpolated from observed gravity values.
 OC0144
 OC0144;                    North         East    Units  Estimated Accuracy
 OC0144;SPC ME W     -    90,640.      895,270.      MT  (+/- 180 meters Scaled)
 OC0144
 OC0144                          SUPERSEDED SURVEY CONTROL
 OC0144
 OC0144  NGVD 29 (??/??/92)    9.600  (m)           31.50   (f) ADJ UNCH    2 0
 OC0144
 OC0144.Superseded values are not recommended for survey control.
 OC0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0144.See file dsdata.txt to determine how the superseded data were derived.
 OC0144
 OC0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ011336(NAD 83)
 OC0144_MARKER: DR = REFERENCE MARK DISK
 OC0144_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC0144_SP_SET: BUILDING
 OC0144_STAMPING: PREBLE 162 RM 1 1941
 OC0144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC0144
 OC0144  HISTORY     - Date     Condition        Report By
 OC0144  HISTORY     - 1941     MONUMENTED       CGS
 OC0144  HISTORY     - 1943     GOOD             NGS
 OC0144  HISTORY     - 1976     MARK NOT FOUND   NGS
 OC0144
 OC0144                          STATION DESCRIPTION
 OC0144
 OC0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 OC0144'IN SOUTH PORTLAND.
 OC0144'AT SOUTH PORTLAND, CUMBERLAND COUNTY, IN THE NORTHEAST CORNER OF
 OC0144'FORT PREBLE, IN FRONT OF BATTERY RIVARDI, 94 FEET SOUTH OF GUN
 OC0144'EMPLACEMENT 2, 85 FEET NORTHEAST OF GUN EMPLACEMENT 1, AND 15
 OC0144'FEET WEST OF A STEEP BANK.
 OC0144
 OC0144                          STATION RECOVERY (1976)
 OC0144
 OC0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0144'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0569 ***********************************************************************
 PE0569  DESIGNATION -  PREBLE RM 1
 PE0569  PID         -  PE0569
 PE0569  STATE/COUNTY-  ME/PENOBSCOT
 PE0569  USGS QUAD   -  OLD TOWN (1988)
 PE0569
 PE0569                         *CURRENT SURVEY CONTROL
 PE0569  ___________________________________________________________________
 PE0569* NAD 83(1986)-  44 57 19.     (N)    068 42 10.     (W)     SCALED    
 PE0569* NAVD 88     -        41.610  (meters)     136.52   (feet)  ADJUSTED  
 PE0569  ___________________________________________________________________
 PE0569  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 PE0569  DYNAMIC HT  -          41.609 (meters)     136.51  (feet)  COMP
 PE0569  MODELED GRAV-     980,598.4   (mgal)                       NAVD 88
 PE0569
 PE0569  VERT ORDER  -  SECOND    CLASS 0
 PE0569
 PE0569.The horizontal coordinates were scaled from a topographic map and have
 PE0569.an estimated accuracy of +/- 6 seconds.
 PE0569
 PE0569.The orthometric height was determined by differential leveling
 PE0569.and adjusted by the National Geodetic Survey in June 1991..
 PE0569
 PE0569.The geoid height was determined by GEOID03.
 PE0569
 PE0569.The dynamic height is computed by dividing the NAVD 88
 PE0569.geopotential number by the normal gravity value computed on the
 PE0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0569.degrees latitude (g = 980.6199 gals.).
 PE0569
 PE0569.The modeled gravity was interpolated from observed gravity values.
 PE0569
 PE0569;                    North         East    Units  Estimated Accuracy
 PE0569;SPC ME E     -   143,190.      284,000.      MT  (+/- 180 meters Scaled)
 PE0569
 PE0569                          SUPERSEDED SURVEY CONTROL
 PE0569
 PE0569  NGVD 29 (??/??/92)   41.818  (m)          137.20   (f) ADJ UNCH    2 0
 PE0569
 PE0569.Superseded values are not recommended for survey control.
 PE0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0569.See file dsdata.txt to determine how the superseded data were derived.
 PE0569
 PE0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK234780(NAD 83)
 PE0569_MARKER: DR = REFERENCE MARK DISK
 PE0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0569_STAMPING: PREBLE NO 1 1958
 PE0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0569+STABILITY: SURFACE MOTION
 PE0569
 PE0569  HISTORY     - Date     Condition        Report By
 PE0569  HISTORY     - 1958     MONUMENTED       CGS
 PE0569
 PE0569                          STATION DESCRIPTION
 PE0569
 PE0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0569'3.2 MI NW FROM OLD TOWN.
 PE0569'3.25 MILES NORTHWEST ALONG STATE HIGHWAY 43 FROM ITS JUNCTION
 PE0569'WITH U.S. HIGHWAY 2 AT OLD TOWN, ABOUT 0.3 MILES NORTH OF THE
 PE0569'JUNCTION OF STATE HIGHWAY 16, 19 FEET EAST OF THE CENTER LINE
 PE0569'OF THE HIGHWAY, 91 FEET SOUTHEAST AND ACROSS HIGHWAY FROM
 PE0569'THE SOUTHEAST CORNER OF A HOUSE, 47 FEET EAST-NORTHEAST OF
 PE0569'POWER POLE 75, 46.5 FEET EAST-NORTHEAST OF TRIANGULATION STATION
 PE0569'PREBLE, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, SET IN
 PE0569'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0568 ***********************************************************************
 PE0568  DESIGNATION -  PREBLE RM 2
 PE0568  PID         -  PE0568
 PE0568  STATE/COUNTY-  ME/PENOBSCOT
 PE0568  USGS QUAD   -  OLD TOWN (1988)
 PE0568
 PE0568                         *CURRENT SURVEY CONTROL
 PE0568  ___________________________________________________________________
 PE0568* NAD 83(1986)-  44 57 19.     (N)    068 42 10.     (W)     SCALED    
 PE0568* NAVD 88     -        41.510  (meters)     136.19   (feet)  ADJUSTED  
 PE0568  ___________________________________________________________________
 PE0568  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 PE0568  DYNAMIC HT  -          41.509 (meters)     136.18  (feet)  COMP
 PE0568  MODELED GRAV-     980,598.4   (mgal)                       NAVD 88
 PE0568
 PE0568  VERT ORDER  -  SECOND    CLASS 0
 PE0568
 PE0568.The horizontal coordinates were scaled from a topographic map and have
 PE0568.an estimated accuracy of +/- 6 seconds.
 PE0568
 PE0568.The orthometric height was determined by differential leveling
 PE0568.and adjusted by the National Geodetic Survey in June 1991..
 PE0568
 PE0568.The geoid height was determined by GEOID03.
 PE0568
 PE0568.The dynamic height is computed by dividing the NAVD 88
 PE0568.geopotential number by the normal gravity value computed on the
 PE0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0568.degrees latitude (g = 980.6199 gals.).
 PE0568
 PE0568.The modeled gravity was interpolated from observed gravity values.
 PE0568
 PE0568;                    North         East    Units  Estimated Accuracy
 PE0568;SPC ME E     -   143,190.      284,000.      MT  (+/- 180 meters Scaled)
 PE0568
 PE0568                          SUPERSEDED SURVEY CONTROL
 PE0568
 PE0568  NGVD 29 (??/??/92)   41.719  (m)          136.87   (f) ADJ UNCH    2 0
 PE0568
 PE0568.Superseded values are not recommended for survey control.
 PE0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0568.See file dsdata.txt to determine how the superseded data were derived.
 PE0568
 PE0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK234780(NAD 83)
 PE0568_MARKER: DR = REFERENCE MARK DISK
 PE0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0568_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0568_STAMPING: PREBLE NO 2 1958
 PE0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0568+STABILITY: SURFACE MOTION
 PE0568
 PE0568  HISTORY     - Date     Condition        Report By
 PE0568  HISTORY     - 1958     MONUMENTED       CGS
 PE0568
 PE0568                          STATION DESCRIPTION
 PE0568
 PE0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0568'3.2 MI NW FROM OLD TOWN.
 PE0568'3.25 MILES NORTHWEST ALONG STATE HIGHWAY 43 FROM ITS JUNCTION
 PE0568'WITH U.S. HIGHWAY 2 AT OLD TOWN, ABOUT 0.3 MILES NORTH OF THE
 PE0568'JUNCTION WITH STATE HIGHWAY 16, 25 FEET WEST OF THE CENTER LINE
 PE0568'OF THE HIGHWAY, 104 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 PE0568'A BARN, 43 FEET SOUTH OF POWER POLE 75, 34.7 FEET SOUTH OF
 PE0568'TRIANGULATION STATION PREBLE, ABOUT 2 FEET ABOVE THE LEVEL OF
 PE0568'THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 PE0568'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1747 ***********************************************************************
 OC1747  DESIGNATION -  PREBLE USE 1909
 OC1747  PID         -  OC1747
 OC1747  STATE/COUNTY-  ME/CUMBERLAND
 OC1747  USGS QUAD   -  PORTLAND EAST (1975)
 OC1747
 OC1747                         *CURRENT SURVEY CONTROL
 OC1747  ___________________________________________________________________
 OC1747* NAD 83(1996)-  43 38 56.52978(N)    070 13 30.56248(W)     ADJUSTED  
 OC1747* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 OC1747  ___________________________________________________________________
 OC1747  LAPLACE CORR-           3.25  (seconds)                    DEFLEC99
 OC1747  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 OC1747
 OC1747  HORZ ORDER  -  THIRD
 OC1747
 OC1747.The horizontal coordinates were established by classical geodetic methods
 OC1747.and adjusted by the National Geodetic Survey in March 1998..
 OC1747
 OC1747.The orthometric height was scaled from a topographic map.
 OC1747
 OC1747.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1747
 OC1747.The geoid height was determined by GEOID03.
 OC1747
 OC1747;                    North         East     Units Scale Factor Converg.
 OC1747;SPC ME W     -    90,621.124   895,281.366   MT  0.99996694   -0 02 25.3
 OC1747;UTM  19      - 4,833,622.445   401,196.661   MT  0.99972007   -0 50 44.6
 OC1747
 OC1747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1747!SPC ME W     -   1.00000271  x   0.99996694  =   0.99996965
 OC1747!UTM  19      -   1.00000271  x   0.99972007  =   0.99972278
 OC1747
 OC1747:                Primary Azimuth Mark                     Grid Az
 OC1747:SPC ME W     -  PEAKS IS STANDPIPE USE                   071 10 26.1
 OC1747:UTM  19      -  PEAKS IS STANDPIPE USE                   071 58 45.4
 OC1747
 OC1747|---------------------------------------------------------------------|
 OC1747| PID    Reference Object                     Distance      Geod. Az  |
 OC1747|                                                           dddmmss.s |
 OC1747| OC1650 PEAKS IS STANDPIPE USE              APPROX. 2.7 KM 0710800.8 |
 OC1747| OC1669 TROTTS ROCK BEACON                  APPROX. 2.6 KM 0900539.5 |
 OC1747| OC1670 WHITEHEAD LEDGE BEACON              APPROX. 2.6 KM 0934406.0 |
 OC1747| OC1737 MOODY 1852                          APPROX. 6.8 KM 3592545.2 |
 OC1747|---------------------------------------------------------------------|
 OC1747
 OC1747                          SUPERSEDED SURVEY CONTROL
 OC1747
 OC1747  NAD 83(1992)-  43 38 56.52809(N)    070 13 30.56343(W) AD(       ) 3
 OC1747  NAD 83(1986)-  43 38 56.53414(N)    070 13 30.56906(W) AD(       ) 3
 OC1747  NAD 27      -  43 38 56.24200(N)    070 13 32.42400(W) AD(       ) 3
 OC1747
 OC1747.Superseded values are not recommended for survey control.
 OC1747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1747.See file dsdata.txt to determine how the superseded data were derived.
 OC1747
 OC1747_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0119733622(NAD 83)
 OC1747
 OC1747  HISTORY     - Date     Condition        Report By
 OC1747  HISTORY     - 1909     MONUMENTED       CGS
 OC1747  HISTORY     - 1911     SEE DESCRIPTION  CGS
 OC1747  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1747  HISTORY     - 1941     SEE DESCRIPTION  CGS
 OC1747
 OC1747                          STATION DESCRIPTION
 OC1747
 OC1747'DESCRIBED BY COAST AND GEODETIC SURVEY 1911
 OC1747'STATION IS ON TOP OF THE OLD UNFINISHED WATER BATTERY AT FORT
 OC1747'PREBLE, PORTLAND HARBOR.  THE STATION IS ON A HEADER STONE NEAR
 OC1747'THE FIRST ANGLE ON THE WALL FROM THE S END AND IS NEAR THE
 OC1747'INNER EDGE OF THE WALL.  IT IS MARKED BY A 3/4-INCH HOLE
 OC1747'DRILLED 1 INCH DEEP IN THE TOP OF THE UNDRESSED PORTION OF THE
 OC1747'STONE.
 OC1747
 OC1747                          STATION RECOVERY (1933)
 OC1747
 OC1747'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1747'THE STATION IS A 3/4-INCH DRILL HOLE IN THE TOP OF THE STONE
 OC1747'MASONRY WALL WHICH FORMS THE OLD UNFINISHED WATER BATTERY AT
 OC1747'FORT PREBLE.  THE HOLE IS NEAR THE INSIDE EDGE OF THE WALL AND
 OC1747'AT THE FIRST ANGLE OF THE WALL FROM THE S END OF THE
 OC1747'BATTERY.  THIS STATION WAS NOT USED IN THE 1933 TRIANGULATION.
 OC1747
 OC1747                          STATION RECOVERY (1941)
 OC1747
 OC1747'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1747'STATION WAS DESTROYED DURING THE COURSE OF EXCAVATION IN THE
 OC1747'VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0790 ***********************************************************************
 RF0790  DESIGNATION -  PRESLEY RESET
 RF0790  PID         -  RF0790
 RF0790  STATE/COUNTY-  ME/AROOSTOOK
 RF0790  USGS QUAD   -  MARY L POND (1986)
 RF0790
 RF0790                         *CURRENT SURVEY CONTROL
 RF0790  ___________________________________________________________________
 RF0790* NAD 83(1996)-  46 42 55.41923(N)    069 50 14.33901(W)     ADJUSTED  
 RF0790* NAVD 88     -       382.30   (+/-2cm)    1254.3    (feet)  VERTCON   
 RF0790  ___________________________________________________________________
 RF0790  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 RF0790  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 RF0790
 RF0790  HORZ ORDER  -  THIRD
 RF0790  VERT ORDER  -  THIRD ? (See Below)
 RF0790
 RF0790.The horizontal coordinates were established by classical geodetic methods
 RF0790.and adjusted by the National Geodetic Survey in March 1998..
 RF0790
 RF0790.The NAVD 88 height was computed by applying the VERTCON shift value to
 RF0790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RF0790.The vertical order pertains to the NGVD 29 superseded value.
 RF0790
 RF0790.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0790
 RF0790.The geoid height was determined by GEOID03.
 RF0790
 RF0790;                    North         East     Units Scale Factor Converg.
 RF0790;SPC ME E     -   339,656.659   197,761.002   MT  1.00002844   -0 58 24.9
 RF0790;SPC ME W     -   431,441.542   925,180.919   MT  0.99997446   +0 14 23.1
 RF0790;UTM  19      - 5,173,878.102   436,005.435   MT  0.99965034   -0 36 34.4
 RF0790
 RF0790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0790!SPC ME E     -   0.99994420  x   1.00002844  =   0.99997264
 RF0790!SPC ME W     -   0.99994420  x   0.99997446  =   0.99991866
 RF0790!UTM  19      -   0.99994420  x   0.99965034  =   0.99959456
 RF0790
 RF0790:                Primary Azimuth Mark                     Grid Az
 RF0790:SPC ME E     -  DEPOT LO                                 010 51 45.2
 RF0790:SPC ME W     -  DEPOT LO                                 009 38 57.2
 RF0790:UTM  19      -  DEPOT LO                                 010 29 54.7
 RF0790
 RF0790|---------------------------------------------------------------------|
 RF0790| PID    Reference Object                     Distance      Geod. Az  |
 RF0790|                                                           dddmmss.s |
 RF0790| RF0823 DEPOT LO                            APPROX.15.5 KM 0095320.3 |
 RF0790| DA5561 PRESLEY RM 1                         19.982 METERS 11320     |
 RF0790| DA5562 PRESLEY RM 2                         21.935 METERS 19453     |
 RF0790|---------------------------------------------------------------------|
 RF0790
 RF0790                          SUPERSEDED SURVEY CONTROL
 RF0790
 RF0790  NAD 83(1992)-  46 42 55.41536(N)    069 50 14.31767(W) AD(       ) 3
 RF0790  NAD 83(1986)-  46 42 55.42658(N)    069 50 14.32448(W) AD(       ) 3
 RF0790  NAD 27      -  46 42 55.33100(N)    069 50 16.10000(W) AD(       ) 3
 RF0790  NGVD 29 (07/19/86)  382.47   (m)         1254.8    (f) LEVELING    3  
 RF0790
 RF0790.Superseded values are not recommended for survey control.
 RF0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0790.See file dsdata.txt to determine how the superseded data were derived.
 RF0790
 RF0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM3600573878(NAD 83)
 RF0790_MARKER: DS = TRIANGULATION STATION DISK
 RF0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0790_STAMPING: PRESLEY 1955 1984
 RF0790_MARK LOGO: NGS   
 RF0790_MAGNETIC: N = NO MAGNETIC MATERIAL
 RF0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0790+STABILITY: SURFACE MOTION
 RF0790
 RF0790  HISTORY     - Date     Condition        Report By
 RF0790  HISTORY     - 19840821 MONUMENTED       NGS
 RF0790
 RF0790                          STATION DESCRIPTION
 RF0790
 RF0790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 RF0790'THE UNDERGROUND STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN
 RF0790'GOOD CONDITION.  THE SURFACE STATION MARK WAS BLADED OUT DURING THE
 RF0790'GRADING FOR A NEW NORTH-SOUTH ROAD.  THE BOULDER REFERENCE MARK 2 WAS
 RF0790'IN HAD ALSO BEEN HIT AND THE DISK BROKEN OFF.  REFERENCE MARK 3 WAS
 RF0790'SET IN THE SAME BOULDER AND DRILL HOLE.  THE DISTANCE TO REFERENCE
 RF0790'MARK 1 CHECKED.  THE STATION SURFACE MARK WAS RESET BUT WAS LEFT
 RF0790'6-INCH UNDERGROUND TO PROTECT IT FROM ROAD GRADING.  THE MARK IS AT
 RF0790'THE EDGE OF THE GRADED PORTION OF THE ROAD.  A NEW DESCRIPTION
 RF0790'FOLLOWS.
 RF0790' 
 RF0790'THE STATION IS LOCATED ABOUT 25.8 KM (16 MI) NORTHWEST OF CLAYTON
 RF0790'LAKE, 12.1 KM (7.5 MI) EAST OF LAC FRONTIERE, QUEBEC AND 8 KM (5 MI)
 RF0790'WEST OF THE SAINT JOHN RIVER.  IT IS IN THE SOUTHWEST ANGLE OF A DIRT
 RF0790'CROSSROAD.
 RF0790' 
 RF0790'TO REACH THE STATION FROM THE MAIN CROSSROAD IN LAC FRONTIERE, QUEBEC,
 RF0790'GO NORTHEAST, CROSSING RAILROAD TRACKS ON A DRIT ROAD FOR 0.4 KM (0.25
 RF0790'MI) TO THE BOUNDARY LINE.  GO EAST ON THE DIRT ROAD FOR 9.9 KM (6.15
 RF0790'MI) TO WHERE THE MAIN ROAD TURNS SOUTH.  CONTINUE EAST ON THE DIRT
 RF0790'ROAD FOR 2.8 KM (1.75 MI) TO A POND IN THE MIDDLE OF ROAD.  PASS ALONG
 RF0790'THE NORTH SIDE OF POND AND CONTINUE EAST ON THE DIRT ROAD FOR 0.5 KM
 RF0790'(0.3 MI) TO A CROSSROAD AND THE STATION ON THE RIGHT.
 RF0790' 
 RF0790'THE STATION IS A STANDARD NGS DISK STAMPED--PRESLEY 1955 1984--, SET
 RF0790'INTO THE TOP OF A ROUND CONCRETE MONUMENT 18 INCHES OR 46 CM IN
 RF0790'DIAMETER RECESSED 6 INCHES OR 15 CM BELOW THE GROUND LOCATED 76.0 FT
 RF0790'(23.2 M) S FROM THE CENTER OF THE EAST-WEST ROAD, 63.0 FT (19.2 M) NNW
 RF0790'FROM A 8-INCH MAPLE TREE WITH WITNESS SIGN ATTACHED, AND 11.0 FT (3.4
 RF0790'M) W FROM THE CENTER OF THE NORTH SOUTH ROAD.
 RF0790' 
 RF0790'REFERENCE MARK NO 1 IS A STANDARD NGS DISK STAMPED--PRESLEY NO 1
 RF0790'1955--, CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 8 CM
 RF0790'(3-INCHES) ABOVE THE GROUND.  NOTE- AT THE PRESENT TIME THE MARK IS
 RF0790'UNDER ABOUT 4 FEET OF LOOSE DIRT.  THE MARK WAS EXPOSED AND THE HOLE
 RF0790'LEFT DUG OUT WITH A 8-INCH LOG THAT PROJECTS 5 FEET PLACED IN THE HOLE
 RF0790'ALSO.  IT IS LOCATED 93.0 FT (28.3 M) S FROM THE CENTER OF THE
 RF0790'EAST-WEST ROAD, 45.0 FT (13.7 M) E FROM THE CENTER OF THE NORTH-SOUTH
 RF0790'ROAD, AND 29.0 FT (8.8 M) NE FROM A 8-INCH MAPLE TREE WITH A WITNESS
 RF0790'SIGN ATTACHED.
 RF0790' 
 RF0790'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--PRESLEY 1955 NO 3
 RF0790'1984--, CEMENTED IN A DRILL HOLE IN A BURIED BOULDER THAT PROJECTS 10
 RF0790'CM (4 INCHES) ABOVE THE GROND LOCATED 148.0 FT (45.1 M) S FROM THE
 RF0790'CENTER OF THE EAST-WEST ROAD, 64.0 FT (19.5 M) W FROM THE 8-INCH MAPLE
 RF0790'TREE WITH THE WITNESS SIGN ATTACHED, 37.0 FT (11.3 M) W FROM THE
 RF0790'CENTER OF THE NORTH-SOUTH ROAD, 6.0 FT (1.8 M) E FROM THE CENTER OF A
 RF0790'DIM WOODS ROAD, 2.0 FT (0.6 M) E FROM THE NORTH END OF A 2 BY 5 FOOT
 RF0790'BOULDER LAYING ON TOP OF GROUND, AND 2.0 FT (0.6 M) HIGHER THAN THE
 RF0790'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0730 ***********************************************************************
 RE0730  DESIGNATION -  PRESQUE ISLE
 RE0730  PID         -  RE0730
 RE0730  STATE/COUNTY-  ME/AROOSTOOK
 RE0730  USGS QUAD   -  EASTON (1984)
 RE0730
 RE0730                         *CURRENT SURVEY CONTROL
 RE0730  ___________________________________________________________________
 RE0730* NAD 83(1996)-  46 37 44.48201(N)    067 58 42.13357(W)     ADJUSTED  
 RE0730* NAVD 88     -       245.2    (meters)     804.     (feet)  VERTCON   
 RE0730  ___________________________________________________________________
 RE0730  LAPLACE CORR-           3.72  (seconds)                    DEFLEC99
 RE0730  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 RE0730
 RE0730  HORZ ORDER  -  FIRST
 RE0730
 RE0730.The horizontal coordinates were established by classical geodetic methods
 RE0730.and adjusted by the National Geodetic Survey in March 1998..
 RE0730
 RE0730.The NAVD 88 height was computed by applying the VERTCON shift value to
 RE0730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RE0730
 RE0730.The Laplace correction was computed from DEFLEC99 derived deflections.
 RE0730
 RE0730.The geoid height was determined by GEOID03.
 RE0730
 RE0730;                    North         East     Units Scale Factor Converg.
 RE0730;SPC ME E     -   329,319.712   339,942.795   MT  0.99991960   +0 22 45.1
 RE0730;UTM  19      - 5,164,446.961   578,205.706   MT  0.99967518   +0 44 33.7
 RE0730
 RE0730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RE0730!SPC ME E     -   0.99996523  x   0.99991960  =   0.99988483
 RE0730!UTM  19      -   0.99996523  x   0.99967518  =   0.99964042
 RE0730
 RE0730|---------------------------------------------------------------------|
 RE0730| PID    Reference Object                     Distance      Geod. Az  |
 RE0730|                                                           dddmmss.s |
 RE0730| DA5565 PRESQUE ISLE RM 2                     3.772 METERS 00224     |
 RE0730| RE0727 MARS HILL                           APPROX.17.4 KM 1332835.1 |
 RE0730| DA5564 PRESQUE ISLE RM 1                     4.084 METERS 20906     |
 RE0730| RF0684 QUAGGY JOE MOUNTAIN BEACON          APPROX. 3.6 KM 2170118.2 |
 RE0730| DA5566 PRESQUE ISLE RM 3                    33.342 METERS 23607     |
 RE0730| DA5563 PRESQUE ISLE AZ MK                                 2790611.0 |
 RE0730| RF0689 HAY STACK MT                        APPROX.19.9 KM 2822100.8 |
 RE0730| RF0681 PRESQUE ISLE AFB ROTATING BCN       APPROX. 8.5 KM 3305016.3 |
 RE0730| RF0682 PRESQUE ISLE TV STA WAGM TOWER      APPROX.11.2 KM 3512352.1 |
 RE0730|---------------------------------------------------------------------|
 RE0730
 RE0730                          SUPERSEDED SURVEY CONTROL
 RE0730
 RE0730  NAD 83(1992)-  46 37 44.47747(N)    067 58 42.12939(W) AD(       ) 1
 RE0730  NAD 83(1986)-  46 37 44.47406(N)    067 58 42.13632(W) AD(       ) 1
 RE0730  NAD 27      -  46 37 44.32100(N)    067 58 44.03800(W) AD(       ) 1
 RE0730  NGVD 29 (07/19/86)  245.4    (m)          805.     (f) VERT ANG       
 RE0730
 RE0730.Superseded values are not recommended for survey control.
 RE0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0730.See file dsdata.txt to determine how the superseded data were derived.
 RE0730
 RE0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM7820664447(NAD 83)
 RE0730_MARKER: Z = SEE DESCRIPTION
 RE0730_SETTING: 0 = UNSPECIFIED SETTING
 RE0730
 RE0730  HISTORY     - Date     Condition        Report By
 RE0730  HISTORY     - 1916     MONUMENTED       IBC
 RE0730  HISTORY     - 1941     SEE DESCRIPTION  CGS
 RE0730  HISTORY     - 1942     SEE DESCRIPTION  CGS
 RE0730  HISTORY     - 1957     SEE DESCRIPTION  CGS
 RE0730  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RE0730  HISTORY     - 1969     SEE DESCRIPTION  MEDT
 RE0730
 RE0730                          STATION DESCRIPTION
 RE0730
 RE0730'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1916
 RE0730'STATION IS IN PRESQUE ISLE TOWNSHIP, LOT 61, ON LAND OWNED IN 1916
 RE0730'BY JOSEPH IRELAND.  IT IS 2 MILES W OF PHAIR, MAINE, ON THE E SLOPE
 RE0730'OF THE HILL ABOUT 1/4 MILE BACK (E) OF MR. IRELANDS HOUSE.  THE
 RE0730'STATION IS AT THE N SIDE OF A LARGE ROCK PILE.
 RE0730'
 RE0730'STATION MARK IS A STANDARD BOLT OF THE GEODETIC SURVEY OF CANADA
 RE0730'SET IN AN IRREGULAR MASS OF CONCRETE WHOSE BOTTOM IS ABOUT 3-1/2
 RE0730'FEET AND WHOSE TOP IS ABOUT 1 FOOT BELOW THE SURFACE OF THE
 RE0730'GROUND.  A PYRAMID OF BOULDERS, RISING ABOUT 2 FEET ABOVE THE
 RE0730'SURFACE OF THE GROUND, WAS ERECTED OVER THE MARK.
 RE0730
 RE0730                          STATION RECOVERY (1941)
 RE0730
 RE0730'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (PLB)
 RE0730'STATION RECOVERED IN GOOD CONDITION.  IT IS LOCATED IN LOT
 RE0730'61 OF PRESQUE ISLE TOWNSHIP, ABOUT 2 MILES W OF PHAIR, ABOUT 5
 RE0730'MILES SE OF PRESQUE ISLE, ABOUT 12 MILES NE OF MARS HILL, ON THE
 RE0730'PROPERTY OF JOSEPH IRELAND, AND ABOUT 0.2 MILE ENE OF HIS HOUSE ON
 RE0730'THE E SUMMIT OF A CULTIVATED HILL.  THE ROCK PILE AND THE PYRAMID
 RE0730'OF BOULDERS MENTIONED IN THE 1916 DESCRIPTION HAS BEEN
 RE0730'REMOVED.  STATION IS MARKED BY A BRONZE DISK (NOT A BOLT)
 RE0730'STAMPED ONLY WITH THE LETTERS G.S.C.  DISK IS ABOUT 12 INCHES
 RE0730'BELOW THE SURFACE OF THE GROUND.
 RE0730'
 RE0730'A REFERENCE MARK STAMPED R.M. NO. 1, 1941 WAS SET IN A BOULDER
 RE0730'FLUSH WITH GROUND JUST N OF STATION.
 RE0730'
 RE0730'AN AZIMUTH MARK WAS ESTABLISHED, STAMPED PRESQUE ISLE (GSC) 1941,
 RE0730'ABOUT 0.2 MILE E OF THE STATION, ABOUT 0.1 MILE N OF IRELANDS
 RE0730'HOUSE, AT THE NE CORNER OF A WOODS, 20 FEET W OF THE CENTER OF THE
 RE0730'ROAD, AND ABOUT 10 FEET NE OF A LONE 18-INCH BEECH TREE THAT
 RE0730'STANDS OUT A SHORT DISTANCE FROM THE NE CORNER OF THE WOODS.
 RE0730'
 RE0730'STATION IS REACHED FROM THE INTERSECTION OF STATE AND MAIN STREETS
 RE0730'(AT STOP LIGHT) IN PRESQUE ISLE BY GOING S ON MAIN STREET FOR 1
 RE0730'BLOCK, THENCE LEFT ON STATE HIGHWAY 10 AND GO 1.4 MILES TO A T-ROAD
 RE0730'RIGHT, THENCE RIGHT (S) ON STATE ROAD AND GO 1.3 MILES TO WHERE
 RE0730'MAIN ROAD TURNS LEFT AND A GRAVEL ROAD CONTINUES STRAIGHT AHEAD,
 RE0730'CONTINUE STRAIGHT AHEAD (S) FOR 2.0 MILES TO THE TOP OF A HILL AND
 RE0730'MR.  IRELANDS HOUSE ON THE E SIDE OF THE ROAD, TURN LEFT AND
 RE0730'FOLLOW FARM ROAD BY THE N SIDE OF HIS HOUSE FOR 0.25 MILE AND THE
 RE0730'STATION IS ABOUT 100 YARDS TO THE N ON THE SUMMIT OF THE HILL.
 RE0730'
 RE0730'A 77-FOOT TOWER CLEARS ALL LINES.
 RE0730
 RE0730                          STATION RECOVERY (1942)
 RE0730
 RE0730'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (HJB)
 RE0730'THE FIELD IN WHICH THIS STATION IS LOCATED HAS BEEN PLOWED AND
 RE0730'PLANTED IN POTATOES AND THE PILE OF STONES MENTIONED IN THE ORIGINAL
 RE0730'DESCRIPTION HAS BEEN REMOVED.  MR. IRELAND LED US TO THE SITE WHICH
 RE0730'IS MARKED NOW BY A MOUND OF SHALE WHICH PROJECTS ABOUT TWO FEET
 RE0730'ABOVE THE LEVEL OF THE FIELD.  HE SAID THE MARK, WHICH IS 1 FOOT
 RE0730'BELOW THE SURFACE OF THE GROUND, IS STILL THERE AND WAS USED BY
 RE0730'A TRIANGULATION PARTY SEVERAL YEARS AGO.  HE POINTED OUT THE
 RE0730'LOCATION OF THE MARK WITHIN ABOUT FIVE FEET AND THIS POINT WAS
 RE0730'TIED-IN FOR LOCATION ON THE AIR-PHOTOS, WHICH WAS CONSIDERED
 RE0730'ACCURATE ENOUGH FOR THIS PURPOSE, RATHER THAN DIG UP THE
 RE0730'CULTIVATED LAND.
 RE0730'
 RE0730'THE STATION IS LOCATED ON THE NORTH SIDE OF THE FARM ROAD
 RE0730'WHICH RUNS EAST FROM THE HOUSE AND BARNS, AND IS JUST BEYOND THE
 RE0730'FIRST LARGE ROCK PILE ON THE NORTH SIDE OF THE FARM ROAD.  IT IS
 RE0730'375 FT., N-70 DEG-E (MAG.) FROM THE CENTER OF THE LARGE ROCK PILE,
 RE0730'AND 358 FT., N-20 DEG-E (MAG.) FROM THE CENTERLINE OF THE FARM
 RE0730'ROAD.
 RE0730
 RE0730                          STATION RECOVERY (1957)
 RE0730
 RE0730'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 RE0730'THE STATION WAS NOT RECOVERED.  HOWEVER, THE FARMER WHO OWNS THE
 RE0730'LAND STATES THAT THE STATION IS THERE.  AT THE TIME THE STATION
 RE0730'WAS SEARCHED FOR THE FIELD WAS PLANTED IN POTATOES AND THE MARK IS
 RE0730'UNDERGROUND.  NO ATTEMPT WAS MADE TO UNEARTH IT.
 RE0730
 RE0730                          STATION RECOVERY (1959)
 RE0730
 RE0730'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAS)
 RE0730'STATION AND AZIMUTH MARK RECOVERED AS DESCRIBED AND FOUND IN GOOD
 RE0730'CONDITION.  REFERENCE MARK NO. 1 WAS SEARCHED FOR BUT WAS NOT FOUND
 RE0730'AND IS BELIEVED TO BE DESTROYED BY FARM OPERATIONS.  THEREFORE
 RE0730'REFERENCE MARKS NO. 2 AND 3 WERE ESTABLISHED.  A CHECK WAS MADE OF
 RE0730'THE DIRECTION TO THE AZIMUTH MARK AND FOUND TO BE CORRECT.
 RE0730'HOWEVER THE AZIMUTH MARK IS 0.2 MILE WEST OF THE STATION INSTEAD
 RE0730'OF 0.2 MILE EAST OF THE STATION AS STATED IN THE 1941
 RE0730'DESCRIPTION.
 RE0730'
 RE0730'A NEW DESCRIPTION FOLLOWS--
 RE0730'
 RE0730'STATION IS LOCATED IN A CULTIVATED FIELD ON LAND OWNED BY
 RE0730'MR. JOSEPH IRELAND ABOUT 5 MILES SOUTHEAST OF PRESQUE ISLE, ABOUT
 RE0730'12 MILES NORTHEAST OF MARS HILL AND ABOUT 0.2 MILE NORTHEAST OF
 RE0730'MR. IRELANDS HOUSE.  STATION IS A GSC DISK SET ABOUT 8 INCHES
 RE0730'BELOW THE SURFACE OF GROUND.  STATION IS ON THE EAST SLOPE OF HILL
 RE0730'AND 124 PACES NORTHEAST OF A LARGE ROCK PILE AND 8 FEET NORTH
 RE0730'OF AN OLD ROCK MOUND.
 RE0730'
 RE0730'REFERENCE MARK NO. 2, A STANDARD DISK SET IN A DRILLHOLE IN ROCK
 RE0730'AND STAMPED PRESQUE ISLE GSC NO 2 1916 IS 20 FEET NORTH OF AN OLD
 RE0730'ROCK MOUND AND ABOUT 2 INCHES BELOW THE SURFACE OF GROUND.
 RE0730'
 RE0730'REFERENCE MARK NO. 3, A STANDARD DISK SET IN A DRILLHOLE IN ROCK
 RE0730'AND STAMPED PRESQUE ISLE GSC NO 3 1916 IS 89 FEET NORTHEAST OF A
 RE0730'LARGE ROCK PILE.  THE DISK IS ABOUT 2 INCHES BELOW THE SURFACE
 RE0730'OF THE GROUND.
 RE0730'
 RE0730'AZIMUTH MARK, A STANDARD DISK SET IN A 12X12 INCH CONCRETE
 RE0730'MONUMENT AND STAMPED PRESQUE ISLE GSC 1941 IS 15 FEET NORTH OF A
 RE0730'BIRCH TREE, 26 FEET WEST OF APPROXIMATE CENTERLINE OF ROAD AND 0.1
 RE0730'MILE NORTH OF MR. IRELANDS HOUSE.  THE MARK PROJECTS 4 INCHES.
 RE0730'
 RE0730'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 1 AND STATE
 RE0730'HIGHWAY NO. 163 IN PRESQUE ISLA, GO SOUTH ON U.S. HIGHWAY NO. 1
 RE0730'FOR 4.4 MILE TO SIDE ROAD LEFT.  TURN LEFT AND GO EASTERLY ON DIRT
 RE0730'ROAD FOR 0.2 MILE TO SIDE ROAD LEFT.  TURN LEFT AND GO NORTH ON
 RE0730'DIRT ROAD FOR 0.45 MILE TO DRIVEWAY ON RIGHT AT NORTH SIDE OF
 RE0730'HOUSE.  TURN RIGHT AND GO EAST ON DRIVEWAY AND FIELD ROAD FOR
 RE0730'0.2 MILE.  TURN LEFT AND GO NORTH ACROSS FIELD FOR 100 YARDS TO
 RE0730'TOP OF SMALL KNOLL AND STATION.
 RE0730'
 RE0730'TO REACH AZIMUTH MARK FROM DRIVEWAY AT MR. IRELANDS HOUSE, GO
 RE0730'NORTH ON DIRT ROAD FOR 0.1 MILE TO AZIMUTH MARK ON LEFT (WEST) SIDE
 RE0730'OF ROAD AS DESCRIBED.
 RE0730
 RE0730                          STATION RECOVERY (1969)
 RE0730
 RE0730'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1969 (HKS)
 RE0730'GSC DESTROYED BY CULTIVATION.  DISC FOUND IN MASS OF CONCRETE NEAR
 RE0730'STATION, BUT OVERTURNED
 RE0730'
 RE0730'A MULTIPOINT RESECTION IS BEING PREFORMED NEAR THE STATION
 RE0730'
 RE0730'NO REFERENCE MARKS FOUND.  AZ. MARK DESTROYED OR LOST DURING RECENT
 RE0730'LANDSCAPING
 RE0730'
 RE0730'REQUEST A BLOCK OF THESE FORMS FOR FUTURE REPORTING.  THANK YOU
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0681 ***********************************************************************
 RF0681  DESIGNATION -  PRESQUE ISLE AFB ROTATING BCN
 RF0681  PID         -  RF0681
 RF0681  STATE/COUNTY-  ME/AROOSTOOK
 RF0681  USGS QUAD   -  PRESQUE ISLE (1984)
 RF0681
 RF0681                         *CURRENT SURVEY CONTROL
 RF0681  ___________________________________________________________________
 RF0681* NAD 83(1996)-  46 41 44.83044(N)    068 01 57.09528(W)     ADJUSTED  
 RF0681* NAVD 88     -                                                        
 RF0681  ___________________________________________________________________
 RF0681  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 RF0681  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 RF0681
 RF0681  HORZ ORDER  -  THIRD
 RF0681
 RF0681.The horizontal coordinates were established by classical geodetic methods
 RF0681.and adjusted by the National Geodetic Survey in March 1998..
 RF0681
 RF0681
 RF0681.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0681
 RF0681.The geoid height was determined by GEOID03.
 RF0681
 RF0681;                    North         East     Units Scale Factor Converg.
 RF0681;SPC ME E     -   336,714.646   335,751.867   MT  0.99991571   +0 20 24.7
 RF0681;UTM  19      - 5,171,813.327   573,968.967   MT  0.99966725   +0 42 14.7
 RF0681
 RF0681                          SUPERSEDED SURVEY CONTROL
 RF0681
 RF0681  NAD 83(1992)-  46 41 44.82584(N)    068 01 57.09114(W) AD(       ) 4
 RF0681  NAD 83(1986)-  46 41 44.82279(N)    068 01 57.09675(W) AD(       ) 4
 RF0681  NAD 27      -  46 41 44.67000(N)    068 01 58.98900(W) AD(       ) 3
 RF0681
 RF0681.Superseded values are not recommended for survey control.
 RF0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0681.See file dsdata.txt to determine how the superseded data were derived.
 RF0681
 RF0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM7396971813(NAD 83)
 RF0681_MARKER: 21 = AIRPORT BEACON
 RF0681_SETTING: 0 = UNSPECIFIED SETTING
 RF0681_MARK LOGO: CGS   
 RF0681
 RF0681  HISTORY     - Date     Condition        Report By
 RF0681  HISTORY     - 1959     FIRST OBSERVED   CGS
 RF0681  HISTORY     - 1963     SEE DESCRIPTION  CGS
 RF0681  HISTORY     - 1968     SEE DESCRIPTION  CGS
 RF0681  HISTORY     - 1970     SEE DESCRIPTION  NGS
 RF0681  HISTORY     - 1980     GOOD             NGS
 RF0681  HISTORY     - 19920615 GOOD             CGS
 RF0681
 RF0681                          STATION DESCRIPTION
 RF0681
 RF0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAS)
 RF0681'STATION IS LOCATED AT THE PRESQUE ISLE AIR FORCE BASE.  STATION
 RF0681'IS A ROTATION BEACON FLASHING A GREEN AND AMBER LIGHT AND SETS
 RF0681'ON TOP OF A 120 FOOT CHECKERED STANDPIPE.  THE POINT INTERSECTED
 RF0681'WAS THE AMBER LIGHT.
 RF0681
 RF0681                          STATION RECOVERY (1963)
 RF0681
 RF0681'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FHG)
 RF0681'STATION WAS FOUND IN GOOD CONDITION.  THE AIRPORT MAINTENANCE MAN
 RF0681'ASSURED US THAT THE BEACON HAD NOT BEEN DISTURBED IN THE LAST
 RF0681'FOUR YEARS.  RECOVERED AS DESCRIBED IN MAINE VOL II PAGE 14.
 RF0681
 RF0681                          STATION RECOVERY (1968)
 RF0681
 RF0681'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (WMR)
 RF0681'STATION RECOVERED IN GOOD CONDITION.  THE PUBLISHED DESCRIPTION
 RF0681'FOR STATION 1003, QUADRANGLE 460681 IS ADEQUATE WITH THE FOLLOWING
 RF0681'CORRECTION--
 RF0681'
 RF0681'(1) THE AIRPORT IS NO LONGER AN AIR FORCE BASE.
 RF0681'
 RF0681'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RF0681'0.5 MILE WEST.
 RF0681
 RF0681                          STATION RECOVERY (1970)
 RF0681
 RF0681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMR)
 RF0681'STATION RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE
 RF0681'EXCEPT THAT THE SITE IS NO LONGER AN AIR FORCE BASE.  IT IS
 RF0681'LOCATED AT PRESQUE ISLE MUNICIPAL AIRPORT.
 RF0681
 RF0681                          STATION RECOVERY (1980)
 RF0681
 RF0681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (RPD)
 RF0681'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 RF0681'
 RF0681'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT NORTHERN
 RF0681'MAINE REGIONAL AIRPORT.
 RF0681
 RF0681                          STATION RECOVERY (1992)
 RF0681
 RF0681'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1992
 RF0681'POSITION BY GEODESY, SEE QUAD 460681 STATION 1003. THE STATION IS
 RF0681'LOCATED AT THE NORTHERN MAINE REGIONAL AIRPORT (FORMERLY PRESQUE ISLE
 RF0681'AIR FORCE BASE).  THE STATION IS A ROTATING BEACON FLASHING A GREEN
 RF0681'AND AMBER LIGHT AND SITS ON THE TOP OF A 120 FOOT (36.58 M) STANDPIPE.
 RF0681'THE POINT INTERSECTED WAS THE AMBER LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0682 ***********************************************************************
 RF0682  DESIGNATION -  PRESQUE ISLE TV STA WAGM TOWER
 RF0682  PID         -  RF0682
 RF0682  STATE/COUNTY-  ME/AROOSTOOK
 RF0682  USGS QUAD   -  PRESQUE ISLE (1984)
 RF0682
 RF0682                         *CURRENT SURVEY CONTROL
 RF0682  ___________________________________________________________________
 RF0682* NAD 83(1996)-  46 43 42.78997(N)    068 00 00.96087(W)     ADJUSTED  
 RF0682* NAVD 88     -                                                        
 RF0682  ___________________________________________________________________
 RF0682  LAPLACE CORR-           3.68  (seconds)                    DEFLEC99
 RF0682  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 RF0682
 RF0682  HORZ ORDER  -  THIRD
 RF0682
 RF0682.The horizontal coordinates were established by classical geodetic methods
 RF0682.and adjusted by the National Geodetic Survey in March 1998..
 RF0682
 RF0682
 RF0682.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0682
 RF0682.The geoid height was determined by GEOID03.
 RF0682
 RF0682;                    North         East     Units Scale Factor Converg.
 RF0682;SPC ME E     -   340,371.927   338,195.915   MT  0.99991793   +0 21 49.9
 RF0682;UTM  19      - 5,175,485.153   576,389.134   MT  0.99967172   +0 43 40.6
 RF0682
 RF0682                          SUPERSEDED SURVEY CONTROL
 RF0682
 RF0682  NAD 83(1992)-  46 43 42.78532(N)    068 00 00.95677(W) AD(       ) 4
 RF0682  NAD 83(1986)-  46 43 42.78174(N)    068 00 00.96177(W) AD(       ) 4
 RF0682  NAD 27      -  46 43 42.63000(N)    068 00 02.85800(W) AD(       ) 3
 RF0682
 RF0682.Superseded values are not recommended for survey control.
 RF0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0682.See file dsdata.txt to determine how the superseded data were derived.
 RF0682
 RF0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM7638975485(NAD 83)
 RF0682
 RF0682  HISTORY     - Date     Condition        Report By
 RF0682  HISTORY     - 1959     MONUMENTED       CGS
 RF0682  HISTORY     - 1963     SEE DESCRIPTION  CGS
 RF0682  HISTORY     - 1968     SEE DESCRIPTION  CGS
 RF0682
 RF0682                          STATION DESCRIPTION
 RF0682
 RF0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAS)
 RF0682'STATION IS LOCATED ABOUT 4 MILES NORTH OF PRESQUE ISLE AND ABOUT
 RF0682'0.25 MILE EAST OF U.S. HIGHWAY NO. 1.  STATION IS OF STEEL
 RF0682'CONSTRUCTION, 290 FEET HIGH, PAINTED RED AND WHITE AND GUYED.  THE
 RF0682'POINT INTERSECTED WAS THE BLINKING RED LIGHT ON TOP OF TOWER.
 RF0682
 RF0682                          STATION RECOVERY (1963)
 RF0682
 RF0682'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FHG)
 RF0682'THE STATION WAS RECOVERED AS DESCRIBED IN MAINE VOL. II PAGE 14
 RF0682'IN GOOD CONDITION.  THE STATIONS CHIEF ENGINEER STATED THAT THE
 RF0682'TOWER HAD NOT BEEN DISTURBED SINCE 1956 WHEN IT WAS BUILT.
 RF0682
 RF0682                          STATION RECOVERY (1968)
 RF0682
 RF0682'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (WMR)
 RF0682'RECOVERED AS DESCRIBED.
 RF0682'
 RF0682'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RF0682'4 MILES NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1866 ***********************************************************************
 OC1866  DESIGNATION -  PRIDES
 OC1866  PID         -  OC1866
 OC1866  STATE/COUNTY-  ME/CUMBERLAND
 OC1866  USGS QUAD   -  PORTLAND WEST (1978)
 OC1866
 OC1866                         *CURRENT SURVEY CONTROL
 OC1866  ___________________________________________________________________
 OC1866* NAD 83(1996)-  43 42 29.58560(N)    070 20 16.35546(W)     ADJUSTED  
 OC1866* NAVD 88     -        42.9    (meters)     141.     (feet)  VERTCON   
 OC1866  ___________________________________________________________________
 OC1866  LAPLACE CORR-           3.43  (seconds)                    DEFLEC99
 OC1866  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 OC1866
 OC1866  HORZ ORDER  -  SECOND
 OC1866
 OC1866.The horizontal coordinates were established by classical geodetic methods
 OC1866.and adjusted by the National Geodetic Survey in March 1998..
 OC1866
 OC1866.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC1866.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC1866
 OC1866.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1866
 OC1866.The geoid height was determined by GEOID03.
 OC1866
 OC1866;                    North         East     Units Scale Factor Converg.
 OC1866;SPC ME W     -    97,208.980   886,201.251   MT  0.99996901   -0 07 05.9
 OC1866;UTM  19      - 4,840,335.759   392,212.216   MT  0.99974290   -0 55 28.4
 OC1866
 OC1866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1866!SPC ME W     -   0.99999740  x   0.99996901  =   0.99996641
 OC1866!UTM  19      -   0.99999740  x   0.99974290  =   0.99974030
 OC1866
 OC1866|---------------------------------------------------------------------|
 OC1866| PID    Reference Object                     Distance      Geod. Az  |
 OC1866|                                                           dddmmss.s |
 OC1866| OC1865 PRIDES RM 1                          23.557 METERS 08756     |
 OC1866| OC1858 PORTLAND AMERICAN CAN TANK          APPROX. 5.0 KM 1244341.4 |
 OC1866| OC1857 PORTLAND ST JOSEPHS CONVENT         APPROX. 4.8 KM 1321116.1 |
 OC1866| OC1848 MEDICAL                             APPROX. 7.9 KM 1403259.8 |
 OC1866| CE8395 PRIDES RM 2                          22.527 METERS 21310     |
 OC1866|---------------------------------------------------------------------|
 OC1866
 OC1866                          SUPERSEDED SURVEY CONTROL
 OC1866
 OC1866  NAD 83(1992)-  43 42 29.58430(N)    070 20 16.35626(W) AD(       ) 2
 OC1866  NAD 83(1986)-  43 42 29.59035(N)    070 20 16.36173(W) AD(       ) 2
 OC1866  NAD 27      -  43 42 29.29967(N)    070 20 18.19147(W) AD(       ) 2
 OC1866  NGVD 29 (07/19/86)   43.1    (m)          141.     (f) VERT ANG       
 OC1866
 OC1866.Superseded values are not recommended for survey control.
 OC1866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1866.See file dsdata.txt to determine how the superseded data were derived.
 OC1866
 OC1866_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9221240336(NAD 83)
 OC1866_MARKER: DS = TRIANGULATION STATION DISK
 OC1866_SETTING: 66 = SET IN ROCK OUTCROP
 OC1866
 OC1866  HISTORY     - Date     Condition        Report By
 OC1866  HISTORY     - 1976     MONUMENTED       NGS
 OC1866
 OC1866                          STATION DESCRIPTION
 OC1866
 OC1866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC1866'THE STATION IS LOCATED ABOUT 2.5 MILES NORTH-NORTHEAST
 OC1866'OF WESTBROOK, 4 MILES NORTHWEST OF PORTLAND AND IS ON
 OC1866'RIGHT-OF-WAY PROPERTY OF THE CENTRAL MAINE POWER COMPANY.
 OC1866'
 OC1866'TO REACH THE STATION FROM THE JUNCTION OF THE MAINE
 OC1866'TURNPIKE AT EXIT 8 AND RIVERSIDE STREET, AT THE EAST
 OC1866'EDGE OF WESTBROOK AND 0.75 MILE NORTH OF THE INTERSECTION
 OC1866'OF RIVERSIDE STREET AND STATE HIGHWAY 25, GO NORTHERLY
 OC1866'ON RIVERSIDE STREET 0.4 MILE TO A CROSSROAD, WARREN
 OC1866'AVENUE.  CONTINUE NORTHERLY ON RIVERSIDE STREET FOR
 OC1866'1.2 MILES TO THE JUNCTION WITH STATE HIGHWAY 302.
 OC1866'TURN LEFT AND GO NORTHWEST ON STATE HIGHWAY 302
 OC1866'OR FOR 0.2 MILE TO THE PORTLAND-WESTBROOK TOWN LINE.
 OC1866'CONTINUE ON STATE HIGHWAY 302 FOR 0.9 MILE TO
 OC1866'A CROSSROAD.  TURN LEFT AND GO SOUTHWEST ON PRIDES
 OC1866'STREET FOR 0.45 MILE TO WHERE A POWERLINE PASSES
 OC1866'OVERHEAD AND THE STATION ON THE LEFT.
 OC1866'
 OC1866'STATION MARK IS A STANDARD DISK STAMPED--PRIDES 1976--
 OC1866'CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS 6.0 FEET
 OC1866'NORTH OF A METAL WITNESS POST 65.5 FEET NORTH OF THE
 OC1866'NORTHEAST CORNER OF A CYCLONE FENCE.
 OC1866'
 OC1866'REFERENCE MARK 1 IS A STANDARD DISK STAMPED--PRIDES NO 1 1976--
 OC1866'CEMENTED IN A DRILL HOLE IN A BOULDER. IT IS 5.3 FEET NORTHWEST
 OC1866'OF A METAL WITNESS POST AND 53.6 FEET EAST OF THE NORTHEAST
 OC1866'FENCE CORNER.
 OC1866'
 OC1866'REFERENCE MARK 2 IS A STANDARD DISK STAMPED--PRIDES
 OC1866'NO 2 1976--CEMENTED IN A DRILL HOLE IN A BOULDER.
 OC1866'IT IS 5.8 FEET NORTH OF A METAL WITNESS POST, 34.0
 OC1866'FEET NORTH OF A POWER LINE POLE NUMBER S 188-209,
 OC1866'41.0 FEET SOUTH OF THE CENTER OF PRIDES STREET AND
 OC1866'50.0 FEET EAST OF AN ANIMAL HOSPITAL DRIVEWAY.
 OC1866'
 OC1866'THERE WAS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0753 ***********************************************************************
 RF0753  DESIGNATION -  PRIESTLY
 RF0753  PID         -  RF0753
 RF0753  STATE/COUNTY-  ME/PISCATAQUIS
 RF0753  USGS QUAD   -  UMSASKIS LAKE WEST (1986)
 RF0753
 RF0753                         *CURRENT SURVEY CONTROL
 RF0753  ___________________________________________________________________
 RF0753* NAD 83(1996)-  46 32 54.21792(N)    069 24 19.03749(W)     ADJUSTED  
 RF0753* NAVD 88     -       579.2    (meters)    1900.     (feet)  VERTCON   
 RF0753  ___________________________________________________________________
 RF0753  LAPLACE CORR-           4.73  (seconds)                    DEFLEC99
 RF0753  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 RF0753
 RF0753  HORZ ORDER  -  FIRST
 RF0753
 RF0753.The horizontal coordinates were established by classical geodetic methods
 RF0753.and adjusted by the National Geodetic Survey in March 1998..
 RF0753
 RF0753.The NAVD 88 height was computed by applying the VERTCON shift value to
 RF0753.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RF0753
 RF0753.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0753
 RF0753.The geoid height was determined by GEOID03.
 RF0753
 RF0753;                    North         East     Units Scale Factor Converg.
 RF0753;SPC ME E     -   320,623.669   230,576.506   MT  0.99995922   -0 39 26.0
 RF0753;SPC ME W     -   413,106.762   958,391.474   MT  1.00000856   +0 33 09.9
 RF0753;UTM  19      - 5,155,060.524   468,929.088   MT  0.99961187   -0 17 39.2
 RF0753
 RF0753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0753!SPC ME E     -   0.99991318  x   0.99995922  =   0.99987240
 RF0753!SPC ME W     -   0.99991318  x   1.00000856  =   0.99992173
 RF0753!UTM  19      -   0.99991318  x   0.99961187  =   0.99952508
 RF0753
 RF0753|---------------------------------------------------------------------|
 RF0753| PID    Reference Object                     Distance      Geod. Az  |
 RF0753|                                                           dddmmss.s |
 RF0753| DA5568 PRIESTLY RM 1                        18.335 METERS 01835     |
 RF0753| DA5567 PRIESTLY AZ MK                                     0815720.3 |
 RF0753| RF0750 CLEAR LAKE LOOKOUT TOWER            APPROX.20.3 KM 0965740.9 |
 RF0753| RF0754 PRIESTLY MOUNTAIN LO TWR 1955         2.081 METERS 10817     |
 RF0753| RF0771 ALLAGASH LOOKOUT TOWER              APPROX.31.1 KM 2034938.4 |
 RF0753| RF0755 PRIESTLY USGS 1955 RM                 0.361 METERS 27635     |
 RF0753| DA5569 PRIESTLY RM 2                        12.308 METERS 29504     |
 RF0753|---------------------------------------------------------------------|
 RF0753
 RF0753                          SUPERSEDED SURVEY CONTROL
 RF0753
 RF0753  NAD 83(1992)-  46 32 54.21505(N)    069 24 19.02393(W) AD(       ) 1
 RF0753  NAD 83(1986)-  46 32 54.22275(N)    069 24 19.03289(W) AD(       ) 1
 RF0753  NAD 27      -  46 32 54.10800(N)    069 24 20.82900(W) AD(       ) 1
 RF0753  NGVD 29 (07/19/86)  579.4    (m)         1901.     (f) VERT ANG       
 RF0753
 RF0753.Superseded values are not recommended for survey control.
 RF0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0753.See file dsdata.txt to determine how the superseded data were derived.
 RF0753
 RF0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM6892955061(NAD 83)
 RF0753_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RF0753_SETTING: 66 = SET IN ROCK OUTCROP
 RF0753
 RF0753  HISTORY     - Date     Condition        Report By
 RF0753  HISTORY     - 1955     MONUMENTED       CGS
 RF0753  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RF0753
 RF0753                          STATION DESCRIPTION
 RF0753
 RF0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 RF0753'THE STATION IS LOCATED NEAR THE PRIESTLY MOUNTAIN LOOKOUT TOWER
 RF0753'ON THE TOP OF PRIESTLY MOUNTAIN, ABOUT 1/2 MILE WEST OF THE
 RF0753'NORTH EDGE OF PRIESTLY LAKE, 8 MILES AIRLINE EAST-SOUTHEAST OF
 RF0753'THE VILLAGE OF CLAYTON LAKE, AND 29 MILES AIRLINE EAST OF THE
 RF0753'UNITED STATES-CANADIAN BOUNDARY.
 RF0753'
 RF0753'TO REACH THE STATION FROM THE POST OFFICE IN CLAYTON LAKE GO
 RF0753'EAST ON A GRAVELED ROAD 6.5 MILES TO A FORK.  TAKE THE RIGHT
 RF0753'FORK AND GO SOUTHEAST 0.2 MILE TO A FORK.  TAKE THE RIGHT FORK
 RF0753'AND GO SOUTHEAST 2.7 MILES TO A SIDE ROAD ON THE RIGHT.  TURN
 RF0753'RIGHT AND, USING A TRUCK WITH 4-WHEEL DRIVE, GO SOUTHWEST 0.2
 RF0753'MILE TO A BOAT LANDING AT THE EDGE OF PRIESTLY LAKE.  BY BOAT
 RF0753'GO WEST ACROSS THE LAKE ABOUT 1 MILE TO A STATE FOREST SERVICE
 RF0753'CABIN ON THE NORTHWEST SHORE OF THE LAKE.  PACK SOUTHWEST ON
 RF0753'A GOOD TRAIL ABOUT 30 MINUTES TO THE TOP OF THE MOUNTAIN AND
 RF0753'THE STATION.
 RF0753'
 RF0753'THE STATION MARK IS A STANDARD DISK STAMPED PRIESTLY 1955
 RF0753'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS
 RF0753'8 INCHES ABOVE THE GROUND.  IT IS 4.5 FEET EAST OF THE
 RF0753'NORTHEAST CORNER OF A SMALL BUILDING.
 RF0753'
 RF0753'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED PRIESTLY
 RF0753'NO 1 1955 CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 RF0753'PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 7 FEET LOWER THAN
 RF0753'THE STATION.
 RF0753'
 RF0753'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED PRIESTLY
 RF0753'NO 2 1955 CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 RF0753'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 2 FEET LOWER THAN THE
 RF0753'STATION.
 RF0753'
 RF0753'THE U.S. GEOLOGICAL SURVEY REFERENCE MARK DISK IS UNSTAMPED
 RF0753'AND CEMENTED IN A DRILL HOLE IN THE SAME OUTCROPPING BEDROCK
 RF0753'AS THE STATION MARK.  IT IS 3.5 FEET EAST OF THE NORTHEAST
 RF0753'CORNER OF THE SMALL BUILDING AND 1 INCH HIGHER THAN THE STATION.
 RF0753'
 RF0753'THE PRIESTLY MOUNTAIN LOOKOUT TOWER IS A STEEL TOWER 28 FEET
 RF0753'HIGH TO THE FLOOR OF THE LOOKOUT BUILDING WHICH IS AN 8-FOOT
 RF0753'SQUARE WOODEN STRUCTURE.  THE GROUND UNDER THE CENTER OF THE
 RF0753'TOWER IS ABOUT 1 FOOT LOWER THAN THE STATION.
 RF0753'
 RF0753'THE AZIMUTH MARK IS LOCATED NEAR A BOAT LANDING ON THE EAST
 RF0753'SHORE OF PRIESTLY LAKE AND IS A STANDARD DISK STAMPED PRIESTLY
 RF0753'1955 CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER THAT
 RF0753'PROJECTS 18 INCHES ABOVE THE GROUND.  IT IS 35 FEET NORTH OF
 RF0753'A BOAT LANDING, 30 FEET EAST OF THE SHORE OF THE LAKE, AND AT
 RF0753'THE NORTH EDGE OF A DIRT ROAD.
 RF0753
 RF0753                          STATION RECOVERY (1960)
 RF0753
 RF0753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HRL)
 RF0753'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 RF0753'CONDITION.  THE FIRE WATCHMANS CABIN AND THE LOOKOUT TOWER ARE
 RF0753'STILL IN THEIR ORIGINAL LOCATIONS AND THE LOOKOUT TOWER IS STILL
 RF0753'IN OPERATION.  PRIESTLY LAKE WAS FLOWN TO FROM PORTAGE,
 RF0753'THEREFORE THE DESCRIPTION OF HOW TO REACH THE STATION BY TRUCK
 RF0753'AND BOAT WAS NOT CHECKED.  STATION IS ADEQUATELY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0754 ***********************************************************************
 RF0754  DESIGNATION -  PRIESTLY MOUNTAIN LO TWR 1955
 RF0754  PID         -  RF0754
 RF0754  STATE/COUNTY-  ME/PISCATAQUIS
 RF0754  USGS QUAD   -  UMSASKIS LAKE WEST (1986)
 RF0754
 RF0754                         *CURRENT SURVEY CONTROL
 RF0754  ___________________________________________________________________
 RF0754* NAD 83(1996)-  46 32 54.19678(N)    069 24 18.94474(W)     ADJUSTED  
 RF0754* NAVD 88     -       579.     (meters)    1900.     (feet)  SCALED    
 RF0754  ___________________________________________________________________
 RF0754  LAPLACE CORR-           4.73  (seconds)                    DEFLEC99
 RF0754  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 RF0754
 RF0754  HORZ ORDER  -  THIRD
 RF0754
 RF0754.The horizontal coordinates were established by classical geodetic methods
 RF0754.and adjusted by the National Geodetic Survey in March 1998..
 RF0754
 RF0754.The orthometric height was scaled from a topographic map.
 RF0754
 RF0754.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0754
 RF0754.The geoid height was determined by GEOID03.
 RF0754
 RF0754;                    North         East     Units Scale Factor Converg.
 RF0754;SPC ME E     -   320,622.993   230,578.474   MT  0.99995922   -0 39 25.9
 RF0754;UTM  19      - 5,155,059.862   468,931.060   MT  0.99961186   -0 17 39.1
 RF0754
 RF0754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0754!SPC ME E     -   0.99991318  x   0.99995922  =   0.99987240
 RF0754!UTM  19      -   0.99991318  x   0.99961186  =   0.99952507
 RF0754
 RF0754                          SUPERSEDED SURVEY CONTROL
 RF0754
 RF0754  NAD 83(1992)-  46 32 54.19392(N)    069 24 18.93118(W) AD(       ) 4
 RF0754  NAD 83(1986)-  46 32 54.20162(N)    069 24 18.94013(W) AD(       ) 4
 RF0754  NAD 27      -  46 32 54.08500(N)    069 24 20.73700(W) AD(       ) 3
 RF0754
 RF0754.Superseded values are not recommended for survey control.
 RF0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0754.See file dsdata.txt to determine how the superseded data were derived.
 RF0754
 RF0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM6893155060(NAD 83)
 RF0754
 RF0754  HISTORY     - Date     Condition        Report By
 RF0754  HISTORY     - 1955     MONUMENTED       CGS
 RF0754  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RF0754
 RF0754                          STATION DESCRIPTION
 RF0754
 RF0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 RF0754'THE STATION IS LOCATED ABOUT 8 MILES AIRLINE EAST SOUTHEAST OF
 RF0754'THE VILLAGE OF CLAYTON LAKE, 1/2 MILE WEST OF THE NORTH EDGE
 RF0754'OF PRIESTLY LAKE, ON THE HIGHEST PART OF PRIESTLY MOUNTAIN.
 RF0754'
 RF0754'THE TOWER IS A MAINE FOREST SERVICE LOOKOUT TOWER CONSTRUCTED
 RF0754'OF FOUR STEEL LEGS WITH AN 8 FOOT HOUSE ON TOP THAT IS PAINTED
 RF0754'WHITE, AND IS ABOUT 40 FEET HIGH.  IT IS 6.82 FEET, 2.08 METERS
 RF0754'EAST SOUTHEAST OF TRIANGULATION STATION PRIESTLY.
 RF0754
 RF0754                          STATION RECOVERY (1960)
 RF0754
 RF0754'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HRL)
 RF0754'STATION RECOVERED AS DESCRIBED BY WALTER R. HELM AND PARTY IN 1955.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0755 ***********************************************************************
 RF0755  DESIGNATION -  PRIESTLY USGS 1955 RM
 RF0755  PID         -  RF0755
 RF0755  STATE/COUNTY-  ME/PISCATAQUIS
 RF0755  USGS QUAD   -  UMSASKIS LAKE WEST (1986)
 RF0755
 RF0755                         *CURRENT SURVEY CONTROL
 RF0755  ___________________________________________________________________
 RF0755* NAD 83(1996)-  46 32 54.21926(N)    069 24 19.05433(W)     ADJUSTED  
 RF0755* NAVD 88     -       579.     (meters)    1900.     (feet)  SCALED    
 RF0755  ___________________________________________________________________
 RF0755  LAPLACE CORR-           4.73  (seconds)                    DEFLEC99
 RF0755  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 RF0755
 RF0755  HORZ ORDER  -  SECOND
 RF0755
 RF0755.The horizontal coordinates were established by classical geodetic methods
 RF0755.and adjusted by the National Geodetic Survey in March 1998..
 RF0755
 RF0755.The orthometric height was scaled from a topographic map.
 RF0755
 RF0755.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0755
 RF0755.The geoid height was determined by GEOID03.
 RF0755
 RF0755;                    North         East     Units Scale Factor Converg.
 RF0755;SPC ME E     -   320,623.714   230,576.148   MT  0.99995922   -0 39 26.0
 RF0755;SPC ME W     -   413,106.799   958,391.115   MT  1.00000856   +0 33 09.9
 RF0755;UTM  19      - 5,155,060.568   468,928.730   MT  0.99961187   -0 17 39.2
 RF0755
 RF0755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0755!SPC ME E     -   0.99991318  x   0.99995922  =   0.99987240
 RF0755!SPC ME W     -   0.99991318  x   1.00000856  =   0.99992173
 RF0755!UTM  19      -   0.99991318  x   0.99961187  =   0.99952508
 RF0755
 RF0755                          SUPERSEDED SURVEY CONTROL
 RF0755
 RF0755  NAD 83(1992)-  46 32 54.21640(N)    069 24 19.04076(W) AD(       ) 2
 RF0755  NAD 83(1986)-  46 32 54.22409(N)    069 24 19.04972(W) AD(       ) 2
 RF0755  NAD 27      -  46 32 54.10900(N)    069 24 20.84600(W) AD(       ) 2
 RF0755
 RF0755.Superseded values are not recommended for survey control.
 RF0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0755.See file dsdata.txt to determine how the superseded data were derived.
 RF0755
 RF0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM6892955061(NAD 83)
 RF0755_MARKER: Z = SEE DESCRIPTION
 RF0755_SETTING: 0 = UNSPECIFIED SETTING
 RF0755_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RF0755
 RF0755  HISTORY     - Date     Condition        Report By
 RF0755  HISTORY     - 1955     MONUMENTED       CGS
 RF0755
 RF0755                          STATION DESCRIPTION
 RF0755
 RF0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 RF0755'THE STATION IS LOCATED ABOUT 8 MILES AIRLINE EAST SOUTHEAST OF
 RF0755'THE VILLAGE OF CLAYTON LAKE, 1/2 MILE WEST OF THE NORTH EDGE OF
 RF0755'PRIESTLY LAKE, ON THE HIGHEST PART OF PRIESTLY MOUNTAIN.
 RF0755'
 RF0755'THE MARK IS A U.S. GEOLOGICAL SURVEY RM DISK, UNSTAMPED, CEMENTED
 RF0755'IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS ABOUT 1 INCH
 RF0755'ABOVE THE GROUND SURFACE.  ITS CENTER IS 1.182 FEET, 0.361 METERS
 RF0755'WEST OF TRIANGULATION STATION PRIESTLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1416 ***********************************************************************
 QG1416  DESIGNATION -  PRINCE
 QG1416  PID         -  QG1416
 QG1416  STATE/COUNTY-  ME/PENOBSCOT
 QG1416  USGS QUAD   -  LINCOLN WEST (1988)
 QG1416
 QG1416                         *CURRENT SURVEY CONTROL
 QG1416  ___________________________________________________________________
 QG1416* NAD 83(1996)-  45 21 44.65322(N)    068 30 01.07085(W)     ADJUSTED  
 QG1416* NAVD 88     -        66.2    (meters)     217.     (feet)  VERTCON   
 QG1416  ___________________________________________________________________
 QG1416  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 QG1416  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 QG1416
 QG1416  HORZ ORDER  -  SECOND
 QG1416
 QG1416.The horizontal coordinates were established by classical geodetic methods
 QG1416.and adjusted by the National Geodetic Survey in March 1998..
 QG1416
 QG1416.The NAVD 88 height was computed by applying the VERTCON shift value to
 QG1416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QG1416
 QG1416.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1416
 QG1416.The geoid height was determined by GEOID03.
 QG1416
 QG1416;                    North         East     Units Scale Factor Converg.
 QG1416;SPC ME E     -   188,415.342   299,976.697   MT  0.99990000   -0 00 00.8
 QG1416;UTM  19      - 5,023,331.573   539,135.133   MT  0.99961883   +0 21 20.1
 QG1416
 QG1416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1416!SPC ME E     -   0.99999344  x   0.99990000  =   0.99989344
 QG1416!UTM  19      -   0.99999344  x   0.99961883  =   0.99961227
 QG1416
 QG1416|---------------------------------------------------------------------|
 QG1416| PID    Reference Object                     Distance      Geod. Az  |
 QG1416|                                                           dddmmss.s |
 QG1416| CE9464 PRINCE RM 1                          22.751 METERS 11257     |
 QG1416| CE9463 PRINCE AZ MK                                       1465845.5 |
 QG1416| QG1410 LINCOLN ME CABLE TV TALL MAST       APPROX. 2.0 KM 1981147.9 |
 QG1416| QG1415 PRINCE RM 2 1975                     10.818 METERS 24023     |
 QG1416|---------------------------------------------------------------------|
 QG1416
 QG1416                          SUPERSEDED SURVEY CONTROL
 QG1416
 QG1416  NAD 83(1992)-  45 21 44.65218(N)    068 30 01.06896(W) AD(       ) 2
 QG1416  NAD 83(1986)-  45 21 44.65892(N)    068 30 01.07558(W) AD(       ) 2
 QG1416  NAD 27      -  45 21 44.45247(N)    068 30 02.98033(W) AD(       ) 2
 QG1416  NGVD 29 (07/19/86)   66.4    (m)          218.     (f) VERT ANG       
 QG1416
 QG1416.Superseded values are not recommended for survey control.
 QG1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1416.See file dsdata.txt to determine how the superseded data were derived.
 QG1416
 QG1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL3913523332(NAD 83)
 QG1416_MARKER: DS = TRIANGULATION STATION DISK
 QG1416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG1416_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QG1416
 QG1416  HISTORY     - Date     Condition        Report By
 QG1416  HISTORY     - 1975     MONUMENTED       NGS
 QG1416
 QG1416                          STATION DESCRIPTION
 QG1416
 QG1416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 QG1416'THE STATION IS LOCATED IN THE TOWN OF LINCOLN ON THE NORTHWEST
 QG1416'SHORE OF MATTANAWACOOK POND, 1 MILE SOUTHEAST OF THE
 QG1416'PENOBSCOT RIVER, 11 MILES NORTHEAST OF HOWLAND, ON A PLOT OF
 QG1416'LAND KNOWN LOCALLY AS PRINCE THOMAS PARK.
 QG1416'
 QG1416'TO REACH THE STATION FROM THE JUNCTION OF U.S. ROUTE 2 AND
 QG1416'STATE ROUTE 155 IN LINCOLN, GO NORTH ON U.S. ROUTE 2
 QG1416'(MAIN ST.) FOR 0.05 MILE TO LAKE STREET ON THE RIGHT, TURN
 QG1416'RIGHT AND GO EASTERLY FOR 0.20 MILE TO A PAVED PARKING LOT AND
 QG1416'PRINCE THOMAS PARK.  THE STATION IS IN THE LAWN ON THE NORTH
 QG1416'SIDE OF THE PARKING LOT.
 QG1416'
 QG1416'THE STATION IS A STANDARD DISK STAMPED PRINCE 1975, SET IN
 QG1416'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 QG1416'3 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 30.9 FEET
 QG1416'WEST OF THE SOUTHEAST CORNER OF A CONCRETE BLOCK BATH HOUSE,
 QG1416'41.5 FEET SOUTH-SOUTHEAST OF A 6-INCH MAPLE, 35.8 FEET NORTH
 QG1416'OF THE EAST CORNER OF THE PAVED PARKING LOT.
 QG1416'
 QG1416'REFERENCE MARK NUMBER 1 IS A PENOBSCOT COUNTY SURVEY DISK
 QG1416'STAMPED PRINCE NO 1 1975 SET IN THE TOP OF A 6-INCH SQUARE
 QG1416'CONCRETE MONUMENT WHICH IS 6 INCHES BELOW THE SURFACE OF THE
 QG1416'GROUND.  IT IS 9.8 FEET SOUTH OF A MOUNTAIN ASH, 41 FEET
 QG1416'NORTHWEST OF THE NORTHERNMOST OF TWO LARGE BOULDERS ON THE
 QG1416'BEACH, 58.8 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE
 QG1416'BLOCK BATH HOUSE, AND 62 FEET NORTHEAST OF THE EAST CORNER OF
 QG1416'THE PARKING LOT.
 QG1416'
 QG1416'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED PRINCE
 QG1416'NO 2 1975, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 QG1416'MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 QG1416'8.9 FEET NORTHEAST OF THE EDGE OF A PAVED PARKING LOT,
 QG1416'40.1 FEET SOUTHWEST OF A 6-INCH MAPLE, 42.3 FEET NORTHWEST
 QG1416'OF THE EAST CORNER OF THE PARKING LOT, AND 76.5 FEET
 QG1416'WEST-SOUTHWEST OF THE SOUTHEAST CORNER OF A CONCRETE BLOCK
 QG1416'BATH HOUSE.
 QG1416'
 QG1416'THE AZIMUTH MARK IS A PENOBSCOT COUNTY SURVEY DISC STAMPED
 QG1416'DICENSO 1975 PEN CO, CEMENTED IN A DRILL HOLE IN A LARGE
 QG1416'BOULDER WHICH PROJECTS 3 INCHES.  IT IS 43 FEET NORTHEAST OF
 QG1416'THE NORTHWEST CORNER OF THE CAMP, 21.5 FEET SOUTH-SOUTHEAST
 QG1416'OF A 30-INCH PINE, 38.5 FEET WEST OF A 24-INCH HEMLOCK.
 QG1416'
 QG1416'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. ROUTE 2
 QG1416'AND STATE ROUTE 155 IN LINCOLN, GO SOUTHERLY ON STATE ROUTE
 QG1416'155 (HIGH STREET) FOR 0.05 MILES TO TAYLOR STREET ON THE LEFT,
 QG1416'TURN LEFT AND GO EASTERLY ON TAYLOR STREET FOR 1.10 MILES TO
 QG1416'A DRIVEWAY ON THE LEFT LEADING TO THE CAMP OF EDWARD DICENSO,
 QG1416'TURN LEFT AND GO 0.05 MILE TO THE CAMP.  THE AZIMUTH MARK IS ON
 QG1416'THE LAWN ON THE NORTH SIDE OF THE CAMP.
 QG1416'
 QG1416'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1989 ***********************************************************************
 QF1989  CBN         -  This is a Cooperative Base Network Control Station.
 QF1989  SACS        -  This is a Secondary Airport Control Station.
 QF1989  DESIGNATION -  PRINCE
 QF1989  PID         -  QF1989
 QF1989  STATE/COUNTY-  ME/WASHINGTON
 QF1989  USGS QUAD   -  PRINCETON (1990)
 QF1989
 QF1989                         *CURRENT SURVEY CONTROL
 QF1989  ___________________________________________________________________
 QF1989* NAD 83(1996)-  45 11 54.79939(N)    067 33 51.44596(W)     ADJUSTED  
 QF1989* NAVD 88     -        74.64   (meters)     244.9    (feet)  GPS OBS   
 QF1989  ___________________________________________________________________
 QF1989  X           -   1,718,171.365 (meters)                     COMP
 QF1989  Y           -  -4,161,233.098 (meters)                     COMP
 QF1989  Z           -   4,502,960.673 (meters)                     COMP
 QF1989  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 QF1989  ELLIP HEIGHT-          50.98  (meters)          (04/26/01) GPS OBS
 QF1989  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 QF1989
 QF1989  HORZ ORDER  -  A
 QF1989  ELLP ORDER  -  FOURTH    CLASS I
 QF1989
 QF1989.This mark is at Princeton Airport (PNN)
 QF1989
 QF1989.The horizontal coordinates were established by GPS observations
 QF1989.and adjusted by the National Geodetic Survey in April 2001..
 QF1989
 QF1989.The orthometric height was determined by GPS observations and a
 QF1989.high-resolution geoid model.
 QF1989
 QF1989.GPS derived orthometric heights for airport stations designated as
 QF1989.PACS or SACS are published to 2 decimal places.  This maintains
 QF1989.centimeter relative accuracy between the PACS and SACS.  It does
 QF1989.not indicate centimeter accuracy relative to other marks which are
 QF1989.part of the NAVD 88 network.
 QF1989
 QF1989.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QF1989
 QF1989.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1989
 QF1989.The ellipsoidal height was determined by GPS observations
 QF1989.and is referenced to NAD 83.
 QF1989
 QF1989.The geoid height was determined by GEOID03.
 QF1989
 QF1989;                    North         East     Units Scale Factor Converg.
 QF1989;SPC ME E     -   170,633.474   373,515.100   MT  0.99996643   +0 39 50.3
 QF1989;UTM  19      - 5,006,010.345   612,764.301   MT  0.99975635   +1 01 07.7
 QF1989
 QF1989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1989!SPC ME E     -   0.99999201  x   0.99996643  =   0.99995844
 QF1989!UTM  19      -   0.99999201  x   0.99975635  =   0.99974836
 QF1989
 QF1989:                Primary Azimuth Mark                     Grid Az
 QF1989:SPC ME E     -  PRINCE AZ MK                             305 26 57.4
 QF1989:UTM  19      -  PRINCE AZ MK                             305 05 40.0
 QF1989
 QF1989|---------------------------------------------------------------------|
 QF1989| PID    Reference Object                     Distance      Geod. Az  |
 QF1989|                                                           dddmmss.s |
 QF1989| QF1990 PRINCE AZ MK                        APPROX. 0.5 KM 3060647.7 |
 QF1989|---------------------------------------------------------------------|
 QF1989
 QF1989                          SUPERSEDED SURVEY CONTROL
 QF1989
 QF1989  NAD 83(1996)-  45 11 54.79959(N)    067 33 51.44626(W) AD(       ) 1
 QF1989  ELLIP H (07/24/97)   50.95   (m)                       GP(       ) 1 1
 QF1989  NAD 83(1992)-  45 11 54.79971(N)    067 33 51.44596(W) AD(1995.00) 1
 QF1989  ELLIP H (04/19/96)   50.96   (m)                       GP(1995.00) 3 1
 QF1989  NAD 83(1992)-  45 11 54.79684(N)    067 33 51.44519(W) AD(       ) 1
 QF1989  ELLIP H (01/28/95)   51.05   (m)                       GP(       ) 4 2
 QF1989  NAD 83(1986)-  45 11 54.79951(N)    067 33 51.45846(W) AD(       ) 1
 QF1989  NGVD 29 (11/20/87)   74.8    (m)          245.     (f) GPS OBS        
 QF1989
 QF1989.Superseded values are not recommended for survey control.
 QF1989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1989.See file dsdata.txt to determine how the superseded data were derived.
 QF1989
 QF1989_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL1276406010(NAD 83)
 QF1989_MARKER: DH = HORIZONTAL CONTROL DISK
 QF1989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QF1989_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QF1989_STAMPING: PRINCE 1985
 QF1989_MARK LOGO: NGS   
 QF1989_MAGNETIC: N = NO MAGNETIC MATERIAL
 QF1989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1989+STABILITY: SURFACE MOTION
 QF1989_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QF1989+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2000
 QF1989
 QF1989  HISTORY     - Date     Condition        Report By
 QF1989  HISTORY     - 1985     MONUMENTED       NGS
 QF1989  HISTORY     - 19851108 GOOD
 QF1989  HISTORY     - 1986     GOOD             NGS
 QF1989  HISTORY     - 19951014 GOOD             CHANCE
 QF1989  HISTORY     - 19960703 GOOD             NGS
 QF1989  HISTORY     - 20000713 GOOD             MEDT
 QF1989
 QF1989                          STATION DESCRIPTION
 QF1989
 QF1989'DESCRIBED 1985
 QF1989'RECOVERED IN GOOD CONDITION.
 QF1989
 QF1989                          STATION RECOVERY (1986)
 QF1989
 QF1989'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (REP)
 QF1989'THE STATION WAS RECOVERED AT THIS DATE.
 QF1989'
 QF1989'SOUTHEAST MAINE SUBSIDENCE NETWORK, AUGUST 1986.
 QF1989'
 QF1989'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 QF1989'
 QF1989'DESCRIBED BY R.T. WOODRUFF.
 QF1989
 QF1989                          STATION RECOVERY (1995)
 QF1989
 QF1989'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KB)
 QF1989'THE STATION WAS RECOVERED IN GOOD CONDITION.  A NEW AND COMPLETE
 QF1989'DESCRIPTION FOLLOWS  THE STATION IS LOCATED ABOUT 2.3 KM (1.40 MI)
 QF1989'SOUTH OF PRINCETON, 1.9 KM (1.20 MI) SOUTHWEST OF U.S.  HWY 1, AT THE
 QF1989'PRINCETON MUNICIPAL AIRPORT.  OWNERSHIP--TOWN OF PRINCETON, LAWRENCE
 QF1989'GILLIS, PHONE 207-427-6624  TO REACH THE STATION FROM THE POST OFFICE
 QF1989'IN PRINCETON, GO SOUTHEAST FOR 0.4 KM (0.25 MI) ON U.S.  HIGHWAY 1 TO
 QF1989'A PAVED ROAD RIGHT (WEST STREET) .  TURN RIGHT AND GO SOUTHWEST ON
 QF1989'WEST STREET FOR 1.9 KM (1.20 MI) TO A PAVED ROAD LEFT AT THE WEST
 QF1989'CORNER OF PRINCETON CEMETERY.  TURN LEFT AND GO SOUTHWEAST FOR 0.7 KM
 QF1989'(0.45 MI) ON PAVED ROAD TO THE WOODEN TERMINAL BUILDING ON THE RIGHT
 QF1989'AND GATE ON THE LEFT ACCESSING THE PARKING APRON.  PROCEED SOUTHWEST
 QF1989'THROUGH GATE AND TURN LEFT FOLLOWING TAXIWAY TO RUNWAY 15-33.  TURN
 QF1989'RIGHT AND PROCEED SOUTHEAST ALONG RUNWAY 15-33 FOR 0.5 KM (0.30 MI) TO
 QF1989'THE JUNCTION WITH RUNWAY 6-24 AND THE STATION ON THE LEFT  THE STATION
 QF1989'IS A STANDARD NGS DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 QF1989'THAT IS FLUSH WITH THE GROUND SURFACE.  THE STATION IS LOCATED 9.91 M
 QF1989'(32.51 FT) WEST OF A CATCH BASIN AT THE SOUTHEAST EDGE OF RUNWAY 6-24,
 QF1989'10.21 M (33.50 FT) NORTH OF THE RUNWAY LIGHT AT THE NORTHERN CORNER OF
 QF1989'THE INTERSECTION OF RUNWAY 15-33 AND RUNWAY 6-24, 7.92 M (25.98 FT)
 QF1989'NORTHWEST OF THE NORTHWEST EDGE OF ASPHALT ALONG RUNWAY 6-24, 14.63 M
 QF1989'(48.00 FT) NORTHEAST OF THE NORTHEAST EDGE OF RUNWAY 15-33, 8.08 M
 QF1989'(26.51 FT) NORTHEAST OF THE NORTHEAST EDGE OF THE ASPHALT SHOULDER OF
 QF1989'RUNWAY 15-35, AND 10.21 M (33.50 FT) EAST OF A CATCH BASIN AT THE
 QF1989'NORTHEAST EDGE OF ASPHALT OF RUNWAY 15-33  THIS STATION IS DESIGNATED
 QF1989'AS A SECONDARY AIRPORT CONTROL STATION (SACS) - MAINE ANA SURVEYS 1995
 QF1989
 QF1989                          STATION RECOVERY (1996)
 QF1989
 QF1989'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (PDL)
 QF1989'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE STATION IS LOCATED
 QF1989'ABOUT 2.3 KM (1.40 MI) SOUTH OF PRINCETON, 1.9 KM (1.20 MI) SOUTHWEST
 QF1989'OF U.S.  HWY 1, AT THE PRINCETON MUNICIPAL AIRPORT.  OWNERSHIP--TOWN
 QF1989'OF PRINCETON, LAWRENCE GILLIS, PHONE 207-427-6624 TO REACH THE STATION
 QF1989'FROM THE POST OFFICE IN PRINCETON, GO SOUTHEAST FOR 0.4 KM (0.25 MI)
 QF1989'ON U.S.  HIGHWAY 1 TO A PAVED ROAD RIGHT (WEST STREET) . TURN RIGHT
 QF1989'AND GO SOUTHWEST ON WEST STREET FOR 1.9 KM (1.20 MI) TO A PAVED ROAD
 QF1989'LEFT AT THE WEST CORNER OF PRINCETON CEMETERY.  TURN LEFT AND GO
 QF1989'SOUTHWEAST FOR 0.7 KM (0.45 MI) ON PAVED ROAD TO THE WOODEN TERMINAL
 QF1989'BUILDING (RELOCATED 1891 PRINCETON TRAIN STATION) ON THE RIGHT AND
 QF1989'GATE ON THE LEFT ACCESSING THE PARKING APRON.  PROCEED SOUTHWEST
 QF1989'THROUGH GATE AND TURN LEFT FOLLOWING TAXIWAY TO RUNWAY 15-33.  TURN
 QF1989'RIGHT AND PROCEED SOUTHEAST ALONG RUNWAY 15-33 FOR 0.5 KM (0.30 MI) TO
 QF1989'THE JUNCTION WITH RUNWAY 6-24 AND THE STATION ON THE LEFT THE STATION
 QF1989'IS A STANDARD NGS DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 QF1989'THAT IS FLUSH WITH THE GROUND SURFACE.  THE STATION IS LOCATED 9.91 M
 QF1989'(32.51 FT) WEST OF A CATCH BASIN AT THE SOUTHEAST EDGE OF RUNWAY 6-24,
 QF1989'10.21 M (33.50 FT) NORTH OF THE RUNWAY LIGHT AT THE NORTHERN CORNER OF
 QF1989'THE INTERSECTION OF RUNWAY 15-33 AND RUNWAY 6-24, 7.92 M (25.98 FT)
 QF1989'NORTHWEST OF THE NORTHWEST EDGE OF ASPHALT ALONG RUNWAY 6-24, 14.63 M
 QF1989'(48.00 FT) NORTHEAST OF THE NORTHEAST EDGE OF RUNWAY 15-33, 8.08 M
 QF1989'(26.51 FT) NORTHEAST OF THE NORTHEAST EDGE OF THE ASPHALT SHOULDER OF
 QF1989'RUNWAY 15-33, AND 10.21 M (33.50 FT) EAST OF A CATCH BASIN AT THE
 QF1989'NORTHEAST EDGE OF ASPHALT OF RUNWAY 15-33 THIS STATION IS DESIGNATED
 QF1989'AS A SECONDARY AIRPORT CONTROL STATION (SACS) - MAINE ANA SURVEYS 1995
 QF1989
 QF1989                          STATION RECOVERY (2000)
 QF1989
 QF1989'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 2000 (TL)
 QF1989'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1990 ***********************************************************************
 QF1990  DESIGNATION -  PRINCE AZ MK
 QF1990  PID         -  QF1990
 QF1990  STATE/COUNTY-  ME/WASHINGTON
 QF1990  USGS QUAD   -  PRINCETON (1990)
 QF1990
 QF1990                         *CURRENT SURVEY CONTROL
 QF1990  ___________________________________________________________________
 QF1990* NAD 83(1996)-  45 12 04.70407(N)    067 34 10.64990(W)     ADJUSTED  
 QF1990* NAVD 88     -        80.5    (meters)     264.     (feet)  GPS OBS   
 QF1990  ___________________________________________________________________
 QF1990  X           -   1,717,702.748 (meters)                     COMP
 QF1990  Y           -  -4,161,196.372 (meters)                     COMP
 QF1990  Z           -   4,503,180.351 (meters)                     COMP
 QF1990  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 QF1990  ELLIP HEIGHT-          56.93  (meters)          (02/12/02) GPS OBS
 QF1990  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 QF1990
 QF1990  HORZ ORDER  -  FIRST
 QF1990  ELLP ORDER  -  FOURTH    CLASS II
 QF1990
 QF1990.This mark is at Princeton Airport (PNN)
 QF1990
 QF1990.The horizontal coordinates were established by GPS observations
 QF1990.and adjusted by the National Geodetic Survey in September 1997..
 QF1990
 QF1990.The orthometric height was determined by GPS observations and a
 QF1990.high-resolution geoid model.
 QF1990
 QF1990.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QF1990
 QF1990.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1990
 QF1990.The ellipsoidal height was determined by GPS observations
 QF1990.and is referenced to NAD 83.
 QF1990
 QF1990.The geoid height was determined by GEOID03.
 QF1990
 QF1990;                    North         East     Units Scale Factor Converg.
 QF1990;SPC ME E     -   170,934.367   373,092.472   MT  0.99996567   +0 39 36.8
 QF1990;UTM  19      - 5,006,308.552   612,339.907   MT  0.99975517   +1 00 54.3
 QF1990
 QF1990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1990!SPC ME E     -   0.99999107  x   0.99996567  =   0.99995674
 QF1990!UTM  19      -   0.99999107  x   0.99975517  =   0.99974625
 QF1990
 QF1990|---------------------------------------------------------------------|
 QF1990| PID    Reference Object                     Distance      Geod. Az  |
 QF1990|                                                           dddmmss.s |
 QF1990| AB2671 PNN B                                53.884 METERS 18753     |
 QF1990|---------------------------------------------------------------------|
 QF1990
 QF1990                          SUPERSEDED SURVEY CONTROL
 QF1990
 QF1990  ELLIP H (09/29/97)   56.90   (m)                       GP(       ) 4 2
 QF1990  NAD 83(1992)-  45 12 04.70082(N)    067 34 10.64982(W) AD(       ) 1
 QF1990  ELLIP H (01/28/95)   56.96   (m)                       GP(       ) 4 2
 QF1990  NAD 83(1986)-  45 12 04.70353(N)    067 34 10.66307(W) AD(       ) 1
 QF1990  NGVD 29 (11/20/87)   80.7    (m)          265.     (f) GPS OBS        
 QF1990
 QF1990.Superseded values are not recommended for survey control.
 QF1990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1990.See file dsdata.txt to determine how the superseded data were derived.
 QF1990
 QF1990_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL1234006309(NAD 83)
 QF1990_MARKER: DZ = AZIMUTH MARK DISK
 QF1990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QF1990_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QF1990_STAMPING: PRINCE 1985
 QF1990_MARK LOGO: NGS   
 QF1990_MAGNETIC: N = NO MAGNETIC MATERIAL
 QF1990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1990+STABILITY: SURFACE MOTION
 QF1990_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QF1990+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1996
 QF1990
 QF1990  HISTORY     - Date     Condition        Report By
 QF1990  HISTORY     - 1985     MONUMENTED       NGS
 QF1990  HISTORY     - 19951012 GOOD             CHANCE
 QF1990  HISTORY     - 19960703 GOOD             NGS
 QF1990
 QF1990                          STATION DESCRIPTION
 QF1990
 QF1990'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (MRM)
 QF1990'THE STATION IS LOCATED ABOUT 2.3 KM (1.4 MI)
 QF1990'SOUTH OF PRINCETON,
 QF1990'1.9 KM (1.2 MI) SOUTHWEST OF U.S. HIGHWAY 1, AT THE PRINCETON
 QF1990'MUNICIPAL AIRPORT, AT THE JUNCTION OF TAXI RAMP AND RUNWAY 15-33,
 QF1990'ABOUT 90 METERS (295 FT) NORTHEAST OF THE WOODEN TERMINAL BUILDING.
 QF1990'OWNERSHIP--TOWN OF PRINCETON, EMERSON CILLEY - AIRPORT MANAGER,
 QF1990'PRINCETON ME 04468, PHONE 207-796-2764.
 QF1990'
 QF1990'TO REACH THE STATION FROM THE POST OFFICE IN PRINCETON, GO
 QF1990'SOUTHEAST FOR 0.4 KM (0.25 MI) ON U.S. HIGHWAY 1 TO A PAVED ROAD
 QF1990'RIGHT.
 QF1990'TURN RIGHT AND GO SOUTHWEST FOR 1.9 KM (1.2 MI) ON THE PAVED ROAD
 QF1990'TO A PAVED ROAD LEFT AT THE WEST CORNER OF A CEMETERY.
 QF1990'TURN LEFT AND GO SOUTHEAST FOR 0.7 KM (0.45 MI) ON THE PAVED ROAD
 QF1990'TO THE WOODEN TERMINAL BUILDING ON THE RIGHT AND A TAXI RAMP ON THE
 QF1990'LEFT.  TURN LEFT AND GO NORTHEAST FOR 75 METERS (246 FT) TO THE
 QF1990'RUNWAY EDGE AND THE STATION ON THE LEFT.
 QF1990'
 QF1990'THE STATION IS A STANDARD NGS DISK
 QF1990'STAMPED---PRINCE 1985---,
 QF1990'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 QF1990'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 QF1990'27.1 METERS (89.0 FT) NORTHWEST FROM THE APPROXIMATE CENTER OF
 QF1990'RUNWAY 15-33,
 QF1990'14.7 METERS (48.2 FT) NORTHWEST FROM THE APPROXIMATE CENTER OF THE
 QF1990'RAMP,
 QF1990'11.8 METERS (38.7 FT) SOUTH-SOUTHEAST FROM A RUNWAY LIGHT,
 QF1990'5.0 METERS (16.4 FT) NORTHWEST FROM THE EXTENDED NORTH WALL OF THE
 QF1990'TERMINAL BUILDING AND
 QF1990'0.6 METERS (2.0 FT) NORTHEAST FROM A CARSONITE WITNESS POST.
 QF1990'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 QF1990'STAMPED---PRINCE 1985---,
 QF1990'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 QF1990'
 QF1990'FAA AIRPORT SURVEYS, MAINE, OCTOBER-NOVEMBER 1985.
 QF1990'
 QF1990'THIS STATION SUITABLE FOR GPS SURVEYS.
 QF1990'
 QF1990'DESCRIBED BY G.R. HEID.
 QF1990
 QF1990                          STATION RECOVERY (1995)
 QF1990
 QF1990'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KB)
 QF1990'RECOVERED AS DESCRIBED.
 QF1990
 QF1990                          STATION RECOVERY (1996)
 QF1990
 QF1990'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (PDL)
 QF1990'THE STATION IS LOCATED ABOUT 2.3 KM (1.40 MI) SOUTH OF PRINCETON, 1.9
 QF1990'KM (1.20 MI) SOUTHWEST OF U.S.  HIGHWAY 1, AT THE PRINCETON MUNICIPAL
 QF1990'AIRPORT, AT THE JUNCTION OF TAXIWAY AND RUNWAY 15-33, ABOUT 90 METERS
 QF1990'(295.3 FT) NORTHEAST OF THE WOODEN TERMINAL BUILDING (RELOCATED 1891
 QF1990'PRINCETON TRAIN STATION) .  OWNERSHIP--TOWN OF PRINCETON, EMERSON
 QF1990'CILLEY - AIRPORT MANAGER, PRINCETON ME 04468, PHONE 207-796-2764.  TO
 QF1990'REACH THE STATION FROM THE POST OFFICE IN PRINCETON, GO SOUTHEAST FOR
 QF1990'0.4 KM (0.25 MI) ON U.S.  HIGHWAY 1 TO A PAVED ROAD RIGHT.  TURN RIGHT
 QF1990'AND GO SOUTHWEST FOR 1.9 KM (1.20 MI) ON THE PAVED ROAD TO A PAVED
 QF1990'ROAD LEFT AT THE WEST CORNER OF A CEMETERY.  TURN LEFT AND GO
 QF1990'SOUTHEAST FOR 0.7 KM (0.45 MI) ON THE PAVED ROAD TO THE WOODEN
 QF1990'TERMINAL BUILDING (RELOCATED 1891 PRINCETON TRAIN STATION) ON THE
 QF1990'RIGHT AND THE RAMP ON THE LEFT.  TURN LEFT AND GO NORTHEAST FOR 75
 QF1990'METERS (246.1 FT) TO THE RUNWAY EDGE AND THE STATION ON THE LEFT. THE
 QF1990'STATION IS A STANDARD NGS DISK STAMPED---PRINCE 1985---, SET INTO THE
 QF1990'TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH GROUND.
 QF1990'LOCATED 27.1 METERS (88.9 FT) NORTHWEST FROM CENTERLINE OF RUNWAY
 QF1990'15-33, 14.7 METERS (48.2 FT) NORTHWEST FROM THE CENTERLINE OF THE
 QF1990'CONNECTING TAXIWAY, 11.8 METERS (38.7 FT) SOUTH-SOUTHEAST FROM A
 QF1990'RUNWAY LIGHT.  THIS STATION IS A TERTIARY MARK---MAINE ANA SURVEYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0857 ***********************************************************************
 PD0857  DESIGNATION -  PRINCE REGENTS REDOUBT 1861
 PD0857  PID         -  PD0857
 PD0857  STATE/COUNTY-  ME/WASHINGTON
 PD0857  USGS QUAD   -  EASTPORT (1977)
 PD0857
 PD0857                         *CURRENT SURVEY CONTROL
 PD0857  ___________________________________________________________________
 PD0857* NAD 83(1996)-  44 55 10.94410(N)    067 00 37.67782(W)     ADJUSTED  
 PD0857* NAVD 88     -        61.     (meters)     200.     (feet)  SCALED    
 PD0857  ___________________________________________________________________
 PD0857  LAPLACE CORR-           2.82  (seconds)                    DEFLEC99
 PD0857  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 PD0857
 PD0857  HORZ ORDER  -  FIRST
 PD0857
 PD0857.The horizontal coordinates were established by classical geodetic methods
 PD0857.and adjusted by the National Geodetic Survey in March 1998..
 PD0857
 PD0857.The orthometric height was scaled from a topographic map.
 PD0857
 PD0857.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0857
 PD0857.The geoid height was determined by GEOID03.
 PD0857
 PD0857;                    North         East     Units Scale Factor Converg.
 PD0857;SPC ME E     -   140,300.832   417,597.251   MT  1.00007000   +1 03 06.8
 PD0857;UTM  19      - 4,975,956.335   657,024.695   MT  0.99990320   +1 24 18.5
 PD0857
 PD0857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0857!SPC ME E     -   0.99999399  x   1.00007000  =   1.00006399
 PD0857!UTM  19      -   0.99999399  x   0.99990320  =   0.99989720
 PD0857
 PD0857:                Primary Azimuth Mark                     Grid Az
 PD0857:SPC ME E     -  FORT SULLIVAN FLAG                       126 35 50.9
 PD0857:UTM  19      -  FORT SULLIVAN FLAG                       126 14 39.2
 PD0857
 PD0857|---------------------------------------------------------------------|
 PD0857| PID    Reference Object                     Distance      Geod. Az  |
 PD0857|                                                           dddmmss.s |
 PD0857| PD0770 FORT SULLIVAN FLAG                  APPROX. 2.3 KM 1273857.7 |
 PD0857| PD0768 EASTPORT CONG CH SPIRE              APPROX. 2.5 KM 1330435.9 |
 PD0857| PD0776 EASTPORT UNITARIAN CH SPIRE         APPROX. 2.5 KM 1370519.7 |
 PD0857| PD0700 LUBEC CHURCH SPIRE                  APPROX. 6.8 KM 1643615.2 |
 PD0857| PD0896 PLASTER MILL CHIM                   APPROX. 6.7 KM 1803258.7 |
 PD0857| PD0855 SHACKFORD                           APPROX. 2.2 KM 1915119.2 |
 PD0857| PD0846 SEWARDS NECK TALL PINE              APPROX. 4.5 KM 2224648.6 |
 PD0857| PD0919 LITTLE                              APPROX.14.0 KM 2374808.2 |
 PD0857| PD0838 GOULDS HOUSE                        APPROX. 4.2 KM 2441827.6 |
 PD0857| PD0870 RED ISLAND FLAG                     APPROX. 5.7 KM 2615510.6 |
 PD0857| PD1041 COOPER=WESTERN RIDGE                APPROX.36.8 KM 2815313.0 |
 PD0857| PD0844 NIPPS ISLAND                        APPROX. 3.4 KM 2821149.1 |
 PD0857| PD0934 PEMBROKE BAPTIST CH                 APPROX.12.6 KM 2873745.0 |
 PD0857| PD0877 LORINGS BARN VENT                   APPROX. 4.4 KM 2894123.7 |
 PD0857| PD0876 FOX FLAG                            APPROX. 4.5 KM 2932753.4 |
 PD0857| PD0822 PLEASANT POINT CHURCH               APPROX. 4.7 KM 3301003.0 |
 PD0857| PD0843 GLEASONS HOTEL CHIMNEY              APPROX. 6.9 KM 3302505.8 |
 PD0857| QF0659 ROBBINSTON SPIRE                    APPROX.20.0 KM 3362927.4 |
 PD0857|---------------------------------------------------------------------|
 PD0857
 PD0857                          SUPERSEDED SURVEY CONTROL
 PD0857
 PD0857  NAD 83(1992)-  44 55 10.93349(N)    067 00 37.67898(W) AD(       ) 1
 PD0857  NAD 83(1986)-  44 55 10.93148(N)    067 00 37.68055(W) AD(       ) 1
 PD0857  NAD 27      -  44 55 10.64800(N)    067 00 39.75300(W) AD(       ) 1
 PD0857
 PD0857.Superseded values are not recommended for survey control.
 PD0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0857.See file dsdata.txt to determine how the superseded data were derived.
 PD0857
 PD0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5702575956(NAD 83)
 PD0857
 PD0857  HISTORY     - Date     Condition        Report By
 PD0857  HISTORY     - 1861     MONUMENTED       COASUR
 PD0857  HISTORY     - 1910     SEE DESCRIPTION  CGS
 PD0857
 PD0857                          STATION DESCRIPTION
 PD0857
 PD0857'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (WMS)
 PD0857'STATION IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0879 ***********************************************************************
 PD0879  DESIGNATION -  PRINCE REGENTS REDOUBT 2
 PD0879  PID         -  PD0879
 PD0879  STATE/COUNTY-  ME/WASHINGTON
 PD0879  USGS QUAD   -  EASTPORT (1977)
 PD0879
 PD0879                         *CURRENT SURVEY CONTROL
 PD0879  ___________________________________________________________________
 PD0879* NAD 83(1996)-  44 55 11.08587(N)    067 00 37.93086(W)     ADJUSTED  
 PD0879* NAVD 88     -        59.9    (meters)     197.     (feet)  VERTCON   
 PD0879  ___________________________________________________________________
 PD0879  LAPLACE CORR-           2.82  (seconds)                    DEFLEC99
 PD0879  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 PD0879
 PD0879  HORZ ORDER  -  SECOND
 PD0879
 PD0879.The horizontal coordinates were established by classical geodetic methods
 PD0879.and adjusted by the National Geodetic Survey in March 1998..
 PD0879
 PD0879.The NAVD 88 height was computed by applying the VERTCON shift value to
 PD0879.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PD0879
 PD0879.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0879
 PD0879.The geoid height was determined by GEOID03.
 PD0879
 PD0879;                    North         East     Units Scale Factor Converg.
 PD0879;SPC ME E     -   140,305.106   417,591.621   MT  1.00006998   +1 03 06.7
 PD0879;UTM  19      - 4,975,960.574   657,019.040   MT  0.99990318   +1 24 18.3
 PD0879
 PD0879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0879!SPC ME E     -   0.99999414  x   1.00006998  =   1.00006412
 PD0879!UTM  19      -   0.99999414  x   0.99990318  =   0.99989732
 PD0879
 PD0879:                Primary Azimuth Mark                     Grid Az
 PD0879:SPC ME E     -  EASTPORT CATH CH SPIRE                   133 08 38.2
 PD0879:UTM  19      -  EASTPORT CATH CH SPIRE                   132 47 26.6
 PD0879
 PD0879|---------------------------------------------------------------------|
 PD0879| PID    Reference Object                     Distance      Geod. Az  |
 PD0879|                                                           dddmmss.s |
 PD0879| PD0760 EASTPORT CATH CH SPIRE              APPROX. 2.1 KM 1341144.9 |
 PD0879| CE8643 PRINCE REGENTS REDOUBT 2 RM 1        12.988 METERS 19341     |
 PD0879| PD0839 GOVE RESET                          APPROX. 4.2 KM 2414937.8 |
 PD0879| CE8644 PRINCE REGENTS REDOUBT 2 RM 2        14.515 METERS 28804     |
 PD0879| PD0856 REDOUBT HILL TANK                   152.363 METERS 28822     |
 PD0879| PD0853 QUODDY VILLAGE TANK                 APPROX. 1.6 KM 3061218.2 |
 PD0879|---------------------------------------------------------------------|
 PD0879
 PD0879                          SUPERSEDED SURVEY CONTROL
 PD0879
 PD0879  NAD 83(1992)-  44 55 11.07520(N)    067 00 37.93204(W) AD(       ) 2
 PD0879  NAD 83(1986)-  44 55 11.07398(N)    067 00 37.93183(W) AD(       ) 2
 PD0879  NAD 27      -  44 55 10.78714(N)    067 00 40.01556(W) AD(       ) 2
 PD0879  NGVD 29 (07/19/86)   60.1    (m)          197.     (f) VERT ANG       
 PD0879
 PD0879.Superseded values are not recommended for survey control.
 PD0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0879.See file dsdata.txt to determine how the superseded data were derived.
 PD0879
 PD0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5701975961(NAD 83)
 PD0879_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PD0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PD0879_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PD0879_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0879+STABILITY: SURFACE MOTION
 PD0879
 PD0879  HISTORY     - Date     Condition        Report By
 PD0879  HISTORY     - 1960     MONUMENTED       CGS
 PD0879  HISTORY     - 1985     GOOD             NOS
 PD0879
 PD0879                          STATION DESCRIPTION
 PD0879
 PD0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HRL)
 PD0879'STATION IS LOCATED ABOUT 1-1/2 MILE NORTHWEST OF EASTPORT AND
 PD0879'ABOUT 1 MILE SOUTHEAST OF QUODDY ON WHAT IS KNOWN AS REDOUBT
 PD0879'HILL.  IT IS 15.6 FEET NORTHEAST OF A 4 INCH SPRUCE TREE, 13.5
 PD0879'FEET NORTHWEST OF A 4 INCH SPRUCE TREE WITH TRIANGLE BLAZE, 9 FEET
 PD0879'SOUTHWEST OF A 4 INCH SPRUCE TREE WITH TRIANGLE BLAZE AND 1.4
 PD0879'FEET NORTH OF STEEL WITNESS POST WITH SIGN.  STATION IS MARKED
 PD0879'BY A STANDARD DISK SET IN A 12X12 INCH CONCRETE MONUMENT THAT
 PD0879'PROJECTS 12 INCHES ABOVE THE GROUND AND THE DISK IS STAMPED
 PD0879'PRINCE REGENTS REDOUBT 2 1960.
 PD0879'
 PD0879'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY NO. 1 AND STATE
 PD0879'HIGHWAY NO. 190 (SOUTH EDGE OF THE VILLAGE OF PERRY), GO EASTERLY
 PD0879'ON STATE HIGHWAY NO. 190 FOR 5.25 MILES TO A SIDE ROAD LEFT,
 PD0879'TURN LEFT AND GO UP HILL FOR 0.25 MILE TO CROSSROADS AND HOUSING
 PD0879'AREA, TURN RIGHT AND GO SOUTH AND EASTERLY FOR 0.2 MILES TO A
 PD0879'WOODS ROAD ON THE RIGHT, TURN RIGHT AND GO EASTERLY FOR 0.05
 PD0879'MILE TO WATER TANK ON LEFT, CONTINUE NORTHEAST ON WOODS ROAD
 PD0879'FOR 0.05 MILE TO END OF TRUCK TRAVEL.  PACK NORTHERLY FOR ABOUT
 PD0879'100 YARDS TO STATION AS DESCRIBED.
 PD0879'
 PD0879'REFERENCE MARK NO. 1, IS 18 FEET NORTH OF A 6 INCH PINE TREE
 PD0879'WITH TRIANGLE BLAZE, 11.9 FEET SOUTHWEST OF A 4 INCH SPRUCE TREE
 PD0879'WITH TRIANGLE BLAZE AND 7.4 FEET SOUTHEAST OF A 4 INCH SPRUCE
 PD0879'TREE WITH TRIANGLE BLAZE.  IT IS MARKED BY A STANDARD DISK SET
 PD0879'IN A ROUND CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE THE
 PD0879'GROUND AND THE DISK IS STAMPED PRINCE REGENTS REDOUBT 2 NO 1
 PD0879'1960.
 PD0879'
 PD0879'REFERENCE MARK NO. 2, IS 15.2 FEET NORTHEAST OF A 5 INCH SPRUCE
 PD0879'TREE WITH TRIANGLE BLAZE, 9.8 FEET NORTHWEST OF A 8 INCH SPRUCE
 PD0879'TREE WITH TRIANGLE BLAZE, 23.2 FEET WEST OF A SPRUCE TREE WITH
 PD0879'TRIANGLE BLAZE AND 5.6 FEET SOUTHWEST OF A 4 INCH SPRUCE TREE
 PD0879'WITH TRIANGLE BLAZE.  IT IS MARKED BY A STANDARD DISK SET IN A
 PD0879'ROUND CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND
 PD0879'AND THE DISK IS STAMPED PRINCE REGENTS REDOUBT 2 NO 2 1960.
 PD0879'HEIGHT OF LIGHT PLATE ABOVE STATION MARK 14.18 METERS.
 PD0879
 PD0879                          STATION RECOVERY (1985)
 PD0879
 PD0879'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1985 (WVH)
 PD0879'THE STATION WAS RECOVERED AT THIS DATE.
 PD0879'IT IS IN THICK NEW GROWTH.  A SATELLITE CABLE TV DISH ANTENNA HAS
 PD0879'BEEN BUILT ABOUT HALF WAY BETWEEN STATION REDOUBT HILL TANK AND
 PD0879'STATION.
 PD0879'
 PD0879'THE REFERENCE MARKS WERE NOT SEARCHED FOR.
 PD0879'
 PD0879'DESCRIBED BY G.E.L.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1415 ***********************************************************************
 QG1415  DESIGNATION -  PRINCE RM 2 1975
 QG1415  PID         -  QG1415
 QG1415  STATE/COUNTY-  ME/PENOBSCOT
 QG1415  USGS QUAD   -  LINCOLN WEST (1988)
 QG1415
 QG1415                         *CURRENT SURVEY CONTROL
 QG1415  ___________________________________________________________________
 QG1415* NAD 83(1996)-  45 21 44.48004(N)    068 30 01.50298(W)     ADJUSTED  
 QG1415* NAVD 88     -        66.4    (meters)     218.     (feet)  VERTCON   
 QG1415  ___________________________________________________________________
 QG1415  X           -   1,645,213.688 (meters)                     COMP
 QG1415  Y           -  -4,176,707.516 (meters)                     COMP
 QG1415  Z           -   4,515,763.498 (meters)                     COMP
 QG1415  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 QG1415  ELLIP HEIGHT-          41.85  (meters)          (03/06/98) GPS OBS
 QG1415  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 QG1415
 QG1415  HORZ ORDER  -  SECOND
 QG1415  ELLP ORDER  -  FOURTH    CLASS I
 QG1415
 QG1415.The horizontal coordinates were established by classical geodetic methods
 QG1415.and adjusted by the National Geodetic Survey in March 1998..
 QG1415
 QG1415.The NAVD 88 height was computed by applying the VERTCON shift value to
 QG1415.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QG1415
 QG1415.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QG1415
 QG1415.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1415
 QG1415.The ellipsoidal height was determined by GPS observations
 QG1415.and is referenced to NAD 83.
 QG1415
 QG1415.The geoid height was determined by GEOID03.
 QG1415
 QG1415;                    North         East     Units Scale Factor Converg.
 QG1415;SPC ME E     -   188,409.996   299,967.293   MT  0.99990000   -0 00 01.1
 QG1415;UTM  19      - 5,023,326.170   539,125.765   MT  0.99961882   +0 21 19.8
 QG1415
 QG1415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1415!SPC ME E     -   0.99999344  x   0.99990000  =   0.99989344
 QG1415!UTM  19      -   0.99999344  x   0.99961882  =   0.99961226
 QG1415
 QG1415|---------------------------------------------------------------------|
 QG1415| PID    Reference Object                     Distance      Geod. Az  |
 QG1415|                                                           dddmmss.s |
 QG1415| QG1416 PRINCE                               10.818 METERS 06023     |
 QG1415| QG1412 LIBBY                               APPROX. 2.0 KM 1962432.7 |
 QG1415|---------------------------------------------------------------------|
 QG1415
 QG1415                          SUPERSEDED SURVEY CONTROL
 QG1415
 QG1415  NAD 83(1992)-  45 21 44.47901(N)    068 30 01.50110(W) AD(       ) 2
 QG1415  ELLIP H (01/28/95)   41.86   (m)                       GP(       ) 4 2
 QG1415  NAD 83(1986)-  45 21 44.48577(N)    068 30 01.50766(W) AD(       ) 2
 QG1415  NAD 27      -  45 21 44.27930(N)    068 30 03.41245(W) AD(       ) 2
 QG1415  NGVD 29 (07/19/86)   66.6    (m)          219.     (f) VERT ANG       
 QG1415
 QG1415.Superseded values are not recommended for survey control.
 QG1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1415.See file dsdata.txt to determine how the superseded data were derived.
 QG1415
 QG1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL3912623326(NAD 83)
 QG1415_MARKER: DR = REFERENCE MARK DISK
 QG1415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG1415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG1415_MAGNETIC: N = NO MAGNETIC MATERIAL
 QG1415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG1415+STABILITY: SURFACE MOTION
 QG1415_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QG1415+SATELLITE: SATELLITE OBSERVATIONS - 1985
 QG1415
 QG1415  HISTORY     - Date     Condition        Report By
 QG1415  HISTORY     - 1975     MONUMENTED       NGS
 QG1415  HISTORY     - 1985     GOOD             NGS
 QG1415
 QG1415                          STATION DESCRIPTION
 QG1415
 QG1415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 QG1415'TO REACH STATION PRINCE FROM THE JUNCTION OF U.S. ROUTE 2 AND
 QG1415'STATE ROUTE 155 IN LINCOLN, GO NORTH ON U.S. ROUTE 2
 QG1415'(MAIN ST.) FOR 0.05 MILE TO LAKE STREET ON THE RIGHT, TURN
 QG1415'RIGHT AND GO EASTERLY FOR 0.20 MILE TO A PAVED PARKING LOT AND
 QG1415'PRINCE THOMAS PARK.  THE STATION IS IN THE LAWN ON THE NORTH
 QG1415'SIDE OF THE PARKING LOT.
 QG1415'
 QG1415'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED PRINCE
 QG1415'NO 2 1975, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 QG1415'MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 QG1415'8.9 FEET NORTHEAST OF THE EDGE OF A PAVED PARKING LOT,
 QG1415'40.1 FEET SOUTHWEST OF A 6-INCH MAPLE, 42.3 FEET NORTHWEST
 QG1415'OF THE EAST CORNER OF THE PARKING LOT, AND 76.5 FEET
 QG1415'WEST-SOUTHWEST OF THE SOUTHEAST CORNER OF A CONCRETE BLOCK
 QG1415'BATH HOUSE.
 QG1415
 QG1415                          STATION RECOVERY (1985)
 QG1415
 QG1415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (MRM)
 QG1415'THE STATION WAS RECOVERED AT THIS DATE.
 QG1415'NO OTHER MARKS WERE SEARCHED FOR AT THIS DATE.
 QG1415'
 QG1415'THE STATION IS LOCATED IN LINCOLN, IN PRINCE THOMAS PARK, AT A
 QG1415'SMALL BEACH ON MATTANAWACOOK LAKE.
 QG1415'OWNERSHIP--TOWN OF LINCOLN.
 QG1415'
 QG1415'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 2 AND 155
 QG1415'AT THE WORLD WAR I MONUMENT IN LINCOLN, GO NORTHEAST FOR
 QG1415'0.1 KM (0.05 MI) ON HIGHWAY 2 TO A STREET RIGHT.  TURN RIGHT AND GO
 QG1415'EASTERLY FOR 0.3 KM (0.2 MI) ON LAKE STREET TO THE END OF STREET AT
 QG1415'A PARK AND THE STATION ON THE LEFT.
 QG1415'
 QG1415'THE STATION IS A STANDARD NGS REFERENCE MARK DISK
 QG1415'STAMPED---PRINCE NO 2 1975---,
 QG1415'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 QG1415'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 QG1415'21.6 METERS (70.9 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF A
 QG1415'CINDER BLOCK BATHHOUSE,
 QG1415'19.6 METERS (64.3 FT) EAST-SOUTHEAST FROM THE WEST CORNER OF THE
 QG1415'LAWN,
 QG1415'12.3 METERS (40.4 FT) NORTHWEST FROM THE SOUTH CORNER OF THE LAWN,
 QG1415'12.3 METERS (40.4 FT) SOUTH-SOUTHWEST FROM A LONE 25-CM TREE AND
 QG1415'3.0 METERS (9.8 FT) NORTH-NORTHEAST FROM THE PAVEMENT EDGE.
 QG1415'
 QG1415'FAA AIRPORT SURVEYS, MAINE, OCTOBER-NOVEMBER 1985.
 QG1415'
 QG1415'THIS STATION SUITABLE FOR GPS SURVEYS.
 QG1415'
 QG1415'DESCRIBED BY G.R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1827 ***********************************************************************
 PE1827  DESIGNATION -  PROCTOR
 PE1827  PID         -  PE1827
 PE1827  STATE/COUNTY-  ME/HANCOCK
 PE1827  USGS QUAD   -  BASS HARBOR (1983)
 PE1827
 PE1827                         *CURRENT SURVEY CONTROL
 PE1827  ___________________________________________________________________
 PE1827* NAD 83(1996)-  44 07 39.91217(N)    068 20 48.73418(W)     ADJUSTED  
 PE1827* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 PE1827  ___________________________________________________________________
 PE1827  LAPLACE CORR-           4.26  (seconds)                    DEFLEC99
 PE1827  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 PE1827
 PE1827  HORZ ORDER  -  THIRD
 PE1827
 PE1827.The horizontal coordinates were established by classical geodetic methods
 PE1827.and adjusted by the National Geodetic Survey in March 1998..
 PE1827
 PE1827.The orthometric height was scaled from a topographic map.
 PE1827
 PE1827.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1827
 PE1827.The geoid height was determined by GEOID03.
 PE1827
 PE1827;                    North         East     Units Scale Factor Converg.
 PE1827;SPC ME E     -    51,237.732   312,254.316   MT  0.99990185   +0 06 23.8
 PE1827;UTM  19      - 4,886,269.648   552,251.615   MT  0.99963358   +0 27 17.1
 PE1827
 PE1827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1827!SPC ME E     -   1.00000274  x   0.99990185  =   0.99990459
 PE1827!UTM  19      -   1.00000274  x   0.99963358  =   0.99963632
 PE1827
 PE1827:                Primary Azimuth Mark                     Grid Az
 PE1827:SPC ME E     -  HORSESHOE LEDGE BEACON                   034 41 05.2
 PE1827:UTM  19      -  HORSESHOE LEDGE BEACON                   034 20 11.9
 PE1827
 PE1827|---------------------------------------------------------------------|
 PE1827| PID    Reference Object                     Distance      Geod. Az  |
 PE1827|                                                           dddmmss.s |
 PE1827| PE1831 HORSESHOE LEDGE BEACON              APPROX. 4.6 KM 0344729.0 |
 PE1827| PE1779 TOW                                 APPROX.17.8 KM 0365440.0 |
 PE1827| CE8647 PROCTOR RM 1                          3.115 METERS 05745     |
 PE1827| CE8648 PROCTOR RM 2                          4.896 METERS 15409     |
 PE1827| PE1824 EAST SISTER ISLAND                  APPROX. 2.7 KM 3151635.7 |
 PE1827|---------------------------------------------------------------------|
 PE1827
 PE1827                          SUPERSEDED SURVEY CONTROL
 PE1827
 PE1827  NAD 83(1992)-  44 07 39.92446(N)    068 20 48.72515(W) AD(       ) 3
 PE1827  NAD 83(1986)-  44 07 39.92539(N)    068 20 48.73144(W) AD(       ) 3
 PE1827  NAD 27      -  44 07 39.63100(N)    068 20 50.66200(W) AD(       ) 3
 PE1827
 PE1827.Superseded values are not recommended for survey control.
 PE1827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1827.See file dsdata.txt to determine how the superseded data were derived.
 PE1827
 PE1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ5225286270(NAD 83)
 PE1827
 PE1827  HISTORY     - Date     Condition        Report By
 PE1827  HISTORY     - 1934     MONUMENTED       CGS
 PE1827  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE1827
 PE1827                          STATION DESCRIPTION
 PE1827
 PE1827'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1827'THE STATION IS ON NE POINT ON LONG ISLAND WHICH LIES AT THE
 PE1827'ENTRANCE TO BLUE HILL BAY, ABOUT 5 MILES WSW OF GREAT DUCK
 PE1827'ISLAND LIGHT.
 PE1827'
 PE1827'THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 PE1827'WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.  STATION IS IN
 PE1827'THE MIDDLE OF THE POINT, 12 METERS NE OF TREE LINE, AND
 PE1827'ABOUT 30 METERS ABOVE HIGH-WATER LINE.
 PE1827'
 PE1827'REFERENCE MARK NO. 1 IS NE OF THE STATION ON A FLAT LEDGE WHICH
 PE1827'DROPS OFF SHEER.  REFERENCE MARK NO. 2 IS SSW OF THE STATION ON A
 PE1827'FLAT-TOPPED LEDGE.
 PE1827'
 PE1827'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 PE1827
 PE1827                          STATION RECOVERY (1944)
 PE1827
 PE1827'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1827'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  DISTANCES
 PE1827'TO REFERENCE MARKS CHECKED.  THE DESCRIPTION IS ADEQUATE, EXCEPT
 PE1827'THE STATION IS ABOUT 22 METERS W OF MEAN HIGH-WATER LINE AND
 PE1827'ABOUT 14 METERS E OF WOODS LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1753 ***********************************************************************
 PE1753  DESIGNATION -  PROSPECT HARBOR LH
 PE1753  PID         -  PE1753
 PE1753  STATE/COUNTY-  ME/HANCOCK
 PE1753  USGS QUAD   -  WINTER HARBOR (1985)
 PE1753
 PE1753                         *CURRENT SURVEY CONTROL
 PE1753  ___________________________________________________________________
 PE1753* NAD 83(1996)-  44 24 11.61376(N)    068 00 46.14604(W)     ADJUSTED  
 PE1753* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 PE1753  ___________________________________________________________________
 PE1753  LAPLACE CORR-           3.03  (seconds)                    DEFLEC99
 PE1753  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 PE1753
 PE1753  HORZ ORDER  -  THIRD
 PE1753
 PE1753.The horizontal coordinates were established by classical geodetic methods
 PE1753.and adjusted by the National Geodetic Survey in March 1998..
 PE1753
 PE1753.The orthometric height was scaled from a topographic map.
 PE1753
 PE1753.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1753
 PE1753.The geoid height was determined by GEOID03.
 PE1753
 PE1753;                    North         East     Units Scale Factor Converg.
 PE1753;SPC ME E     -    81,948.521   338,805.507   MT  0.99991851   +0 20 27.2
 PE1753;UTM  19      - 4,917,133.716   578,608.509   MT  0.99967599   +0 41 26.8
 PE1753
 PE1753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1753!SPC ME E     -   1.00000375  x   0.99991851  =   0.99992226
 PE1753!UTM  19      -   1.00000375  x   0.99967599  =   0.99967974
 PE1753
 PE1753:                Primary Azimuth Mark                     Grid Az
 PE1753:SPC ME E     -  SCHOODIC RESET                           208 24 31.3
 PE1753:UTM  19      -  SCHOODIC RESET                           208 03 31.7
 PE1753
 PE1753|---------------------------------------------------------------------|
 PE1753| PID    Reference Object                     Distance      Geod. Az  |
 PE1753|                                                           dddmmss.s |
 PE1753| PE1769 SCHOODIC RESET                      APPROX. 6.7 KM 2084458.5 |
 PE1753|---------------------------------------------------------------------|
 PE1753
 PE1753                          SUPERSEDED SURVEY CONTROL
 PE1753
 PE1753  NAD 83(1992)-  44 24 11.61113(N)    068 00 46.15149(W) AD(       ) 3
 PE1753  NAD 83(1986)-  44 24 11.60862(N)    068 00 46.15630(W) AD(       ) 3
 PE1753  NAD 27      -  44 24 11.32200(N)    068 00 48.15300(W) AD(       ) 3
 PE1753
 PE1753.Superseded values are not recommended for survey control.
 PE1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1753.See file dsdata.txt to determine how the superseded data were derived.
 PE1753
 PE1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK7860917134(NAD 83)
 PE1753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE1753+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2002
 PE1753
 PE1753  HISTORY     - Date     Condition        Report By
 PE1753  HISTORY     - UNK      MONUMENTED
 PE1753  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE1753  HISTORY     - 1965     SEE DESCRIPTION  CGS
 PE1753  HISTORY     - 1990     GOOD             USPSQD
 PE1753  HISTORY     - 19950701 GOOD             USPSQD
 PE1753  HISTORY     - 20001011 GOOD             USPSQD
 PE1753  HISTORY     - 20020215 GOOD             USPSQD
 PE1753
 PE1753                          STATION DESCRIPTION
 PE1753
 PE1753'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1753'THE LIGHTHOUSE ON THE E SIDE OF THE ENTRANCE TO THE INNER
 PE1753'HARBOR.  IT HAS A WHITE CONICAL TOWER WITH COVERED WAY TO THE
 PE1753'DWELLING OF THE KEEPER.
 PE1753'
 PE1753'THE AZIMUTH TO IT WAS CHECKED AT STATION SCHOODIC IN THE 1934
 PE1753'OBSERVATIONS.
 PE1753
 PE1753                          STATION RECOVERY (1965)
 PE1753
 PE1753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (NCS)
 PE1753'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1934.
 PE1753'
 PE1753'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PE1753'0.8 MILE SOUTHEAST OF PROSPECT HARBOR.
 PE1753
 PE1753                          STATION RECOVERY (1990)
 PE1753
 PE1753'RECOVERY NOTE BY US POWER SQUADRON 1990 (ELG)
 PE1753'RECOVERED IN GOOD CONDITION.
 PE1753
 PE1753                          STATION RECOVERY (1995)
 PE1753
 PE1753'RECOVERY NOTE BY US POWER SQUADRON 1995
 PE1753'RECOVERED IN GOOD CONDITION.
 PE1753
 PE1753                          STATION RECOVERY (2000)
 PE1753
 PE1753'RECOVERY NOTE BY US POWER SQUADRON 2000 (RED)
 PE1753'RECOVERED IN GOOD CONDITION.
 PE1753
 PE1753                          STATION RECOVERY (2002)
 PE1753
 PE1753'RECOVERY NOTE BY US POWER SQUADRON 2002 (RED)
 PE1753'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1765 ***********************************************************************
 PE1765  DESIGNATION -  PROSPECT HARBOR RADAR DOME
 PE1765  PID         -  PE1765
 PE1765  STATE/COUNTY-  ME/HANCOCK
 PE1765  USGS QUAD   -  WINTER HARBOR (1985)
 PE1765
 PE1765                         *CURRENT SURVEY CONTROL
 PE1765  ___________________________________________________________________
 PE1765* NAD 83(1996)-  44 24 16.08407(N)    068 00 44.13765(W)     ADJUSTED  
 PE1765* NAVD 88     -        24.0    (meters)      79.     (feet)  VERTCON   
 PE1765  ___________________________________________________________________
 PE1765  LAPLACE CORR-           3.05  (seconds)                    DEFLEC99
 PE1765  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 PE1765
 PE1765  HORZ ORDER  -  THIRD
 PE1765
 PE1765.The horizontal coordinates were established by classical geodetic methods
 PE1765.and adjusted by the National Geodetic Survey in March 1998..
 PE1765
 PE1765.The NAVD 88 height was computed by applying the VERTCON shift value to
 PE1765.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PE1765
 PE1765.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1765
 PE1765.The geoid height was determined by GEOID03.
 PE1765
 PE1765;                    North         East     Units Scale Factor Converg.
 PE1765;SPC ME E     -    82,086.756   338,849.123   MT  0.99991855   +0 20 28.6
 PE1765;UTM  19      - 4,917,272.181   578,651.270   MT  0.99967607   +0 41 28.2
 PE1765
 PE1765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1765!SPC ME E     -   0.99999996  x   0.99991855  =   0.99991851
 PE1765!UTM  19      -   0.99999996  x   0.99967607  =   0.99967603
 PE1765
 PE1765:                Primary Azimuth Mark                     Grid Az
 PE1765:SPC ME E     -  COREA CHURCH SPIRE                       095 47 50.5
 PE1765:UTM  19      -  COREA CHURCH SPIRE                       095 26 50.9
 PE1765
 PE1765|---------------------------------------------------------------------|
 PE1765| PID    Reference Object                     Distance      Geod. Az  |
 PE1765|                                                           dddmmss.s |
 PE1765| PD1077 COREA CHURCH SPIRE                  APPROX. 2.9 KM 0960819.1 |
 PE1765| PE1753 PROSPECT HARBOR LH                  144.964 METERS 19751     |
 PE1765| PE1755 PROSPECT HARBOR TALL WHITE CH       APPROX. 1.2 KM 2801100.9 |
 PE1765|---------------------------------------------------------------------|
 PE1765
 PE1765                          SUPERSEDED SURVEY CONTROL
 PE1765
 PE1765  NAD 83(1992)-  44 24 16.08149(N)    068 00 44.14317(W) AD(       ) 3
 PE1765  NAD 83(1986)-  44 24 16.07900(N)    068 00 44.14798(W) AD(       ) 3
 PE1765  NAD 27      -  44 24 15.78482(N)    068 00 46.14734(W) AD(       ) 3
 PE1765  NGVD 29 (07/19/86)   24.2    (m)           79.     (f) VERT ANG       
 PE1765
 PE1765.Superseded values are not recommended for survey control.
 PE1765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1765.See file dsdata.txt to determine how the superseded data were derived.
 PE1765
 PE1765_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK7865117272(NAD 83)
 PE1765_MARKER: 26 = SPHERICAL RADOME
 PE1765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE1765+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2002
 PE1765
 PE1765  HISTORY     - Date     Condition        Report By
 PE1765  HISTORY     - 1968     FIRST OBSERVED   CGS
 PE1765  HISTORY     - 1990     GOOD             USPSQD
 PE1765  HISTORY     - 20001011 GOOD             USPSQD
 PE1765  HISTORY     - 20020215 GOOD             USPSQD
 PE1765
 PE1765                          STATION DESCRIPTION
 PE1765
 PE1765'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (NCS)
 PE1765'THE 50-FOOT STEEL TOWER WITH RADAR DOME ATOP AT THE U.S. NAVY
 PE1765'INSTALLATION AT PROSPECT HARBOR, ABOUT 150 YARDS NORTH-NORTHEAST
 PE1765'OF THE PROSPECT HARBOR LIGHTHOUSE 1902.  THIS RADAR REPLACES
 PE1765'THE OLDER ONE THAT WAS ABOVE THE CONCRETE BUILDING, POSITIONED
 PE1765'BY THE HYDROGRAPHIC OFFICE, AND NAMED ZILCH.  THE NEW ONE WILL
 PE1765'PROBABLY BE CALLED ZILCH 2.
 PE1765
 PE1765                          STATION RECOVERY (1990)
 PE1765
 PE1765'RECOVERY NOTE BY US POWER SQUADRON 1990 (ELG)
 PE1765'RECOVERED IN GOOD CONDITION.
 PE1765
 PE1765                          STATION RECOVERY (2000)
 PE1765
 PE1765'RECOVERY NOTE BY US POWER SQUADRON 2000 (RED)
 PE1765'RECOVERED IN GOOD CONDITION.
 PE1765
 PE1765                          STATION RECOVERY (2002)
 PE1765
 PE1765'RECOVERY NOTE BY US POWER SQUADRON 2002 (RED)
 PE1765'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1755 ***********************************************************************
 PE1755  DESIGNATION -  PROSPECT HARBOR TALL WHITE CH
 PE1755  PID         -  PE1755
 PE1755  STATE/COUNTY-  ME/HANCOCK
 PE1755  USGS QUAD   -  WINTER HARBOR (1985)
 PE1755
 PE1755                         *CURRENT SURVEY CONTROL
 PE1755  ___________________________________________________________________
 PE1755* NAD 83(1996)-  44 24 23.05853(N)    068 01 38.32752(W)     ADJUSTED  
 PE1755* NAVD 88     -                                                        
 PE1755  ___________________________________________________________________
 PE1755  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 PE1755  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 PE1755
 PE1755  HORZ ORDER  -  THIRD
 PE1755
 PE1755.The horizontal coordinates were established by classical geodetic methods
 PE1755.and adjusted by the National Geodetic Survey in March 1998..
 PE1755
 PE1755
 PE1755.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1755
 PE1755.The geoid height was determined by GEOID03.
 PE1755
 PE1755;                    North         East     Units Scale Factor Converg.
 PE1755;SPC ME E     -    82,294.982   337,648.908   MT  0.99991743   +0 19 50.7
 PE1755;UTM  19      - 4,917,473.024   577,450.098   MT  0.99967377   +0 40 50.4
 PE1755
 PE1755                          SUPERSEDED SURVEY CONTROL
 PE1755
 PE1755  NAD 83(1992)-  44 24 23.05611(N)    068 01 38.33311(W) AD(       ) 4
 PE1755  NAD 83(1986)-  44 24 23.05370(N)    068 01 38.33796(W) AD(       ) 4
 PE1755  NAD 27      -  44 24 22.76500(N)    068 01 40.32900(W) AD(       ) 3
 PE1755
 PE1755.Superseded values are not recommended for survey control.
 PE1755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1755.See file dsdata.txt to determine how the superseded data were derived.
 PE1755
 PE1755_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK7745017473(NAD 83)
 PE1755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE1755+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2002
 PE1755
 PE1755  HISTORY     - Date     Condition        Report By
 PE1755  HISTORY     - 1934     MONUMENTED       CGS
 PE1755  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE1755  HISTORY     - 1955     SEE DESCRIPTION  CGS
 PE1755  HISTORY     - 1965     SEE DESCRIPTION  CGS
 PE1755  HISTORY     - 1968     SEE DESCRIPTION  CGS
 PE1755  HISTORY     - 20001011 GOOD             USPSQD
 PE1755  HISTORY     - 20020215 GOOD             USPSQD
 PE1755
 PE1755                          STATION DESCRIPTION
 PE1755
 PE1755'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1755'THE TALL WHITE SPIRE OF THE UNION CHURCH IN THE TOWN OF PROSPECT
 PE1755'HARBOR.
 PE1755
 PE1755                          STATION RECOVERY (1944)
 PE1755
 PE1755'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1755'THE STATION WAS RECOVERED AND IN GOOD CONDITION.  THE DESCRIPTION
 PE1755'IS ADEQUATE, EXCEPT THE CHURCH IS 30 METERS W OF STATE HIGHWAY
 PE1755'186, 40 METER S OF SCHOOLHOUSE, HAS A BRICK FOUNDATION SPIRE IS ON
 PE1755'THE RIDGE OF ROOF, AND ABOUT 2 METERS IN FROM E END.
 PE1755
 PE1755                          STATION RECOVERY (1955)
 PE1755
 PE1755'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (CM)
 PE1755'THE CHURCH IS NO LONGER USED AND IS NOW A COMMUNITY HOUSE.  THE
 PE1755'BUILDING WAS REPAIRED BUT NO CHANGES MADE.
 PE1755'
 PE1755'IT MIGHT BE CONFUSED WITH THE METHODIST CHURCH TO THE NORTHEAST.
 PE1755
 PE1755                          STATION RECOVERY (1965)
 PE1755
 PE1755'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (NCS)
 PE1755'(ALSO CALLED PROSPECT HARBOR TALL CHIMNEY SPIRE, 1944 AND
 PE1755'PROSPECT HARBOR TALL WHITE CHURCH SPIRE IN 1955.)
 PE1755'
 PE1755'THE TALLER OF THE TWO SPIRES IN PROSPECT HARBOR, NOW CALLED THE
 PE1755'COMMUNITY HOUSE AND SO DESIGNATED BY A SIGN ACROSS THE FRONT.  IT
 PE1755'IS JUST SOUTH OF THE FIRE STATION, (FORMERLY A SCHOOL BUILDING).
 PE1755'
 PE1755'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PE1755'AT PROSPECT HARBOR.
 PE1755
 PE1755                          STATION RECOVERY (1968)
 PE1755
 PE1755'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NCS)
 PE1755'RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT A NEW WINDVANE HAS
 PE1755'BEEN INSTALLED WITH A GILDED EAGLE ATOP, AND IT IS NOT IN THE
 PE1755'CENTER OF THE BALL AT THE TOP OF THE SPIRE.  THE TOP OF THE SPIRE
 PE1755'SHOULD BE USED TO POINT ON RATHER THAN THE WIND VANE.
 PE1755'
 PE1755'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PE1755'AT PROSPECT HARBOR.
 PE1755
 PE1755                          STATION RECOVERY (2000)
 PE1755
 PE1755'RECOVERY NOTE BY US POWER SQUADRON 2000 (RED)
 PE1755'RECOVERED IN GOOD CONDITION.
 PE1755
 PE1755                          STATION RECOVERY (2002)
 PE1755
 PE1755'RECOVERY NOTE BY US POWER SQUADRON 2002 (RED)
 PE1755'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1902 ***********************************************************************
 OC1902  DESIGNATION -  PROUT NECK LIBBY HOUSE CHIMNEY
 OC1902  PID         -  OC1902
 OC1902  STATE/COUNTY-  ME/CUMBERLAND
 OC1902  USGS QUAD   -  PROUTS NECK (1978)
 OC1902
 OC1902                         *CURRENT SURVEY CONTROL
 OC1902  ___________________________________________________________________
 OC1902* NAD 83(1996)-  43 31 54.98035(N)    070 19 12.60529(W)     ADJUSTED  
 OC1902* NAVD 88     -                                                        
 OC1902  ___________________________________________________________________
 OC1902  LAPLACE CORR-           3.22  (seconds)                    DEFLEC99
 OC1902  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 OC1902
 OC1902  HORZ ORDER  -  THIRD
 OC1902
 OC1902.The horizontal coordinates were established by classical geodetic methods
 OC1902.and adjusted by the National Geodetic Survey in March 1998..
 OC1902
 OC1902
 OC1902.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1902
 OC1902.The geoid height was determined by GEOID03.
 OC1902
 OC1902;                    North         East     Units Scale Factor Converg.
 OC1902;SPC ME W     -    77,621.361   887,592.270   MT  0.99996856   -0 06 20.6
 OC1902;UTM  19      - 4,820,734.988   393,327.670   MT  0.99973997   -0 54 33.7
 OC1902
 OC1902                          SUPERSEDED SURVEY CONTROL
 OC1902
 OC1902  NAD 83(1992)-  43 31 54.97881(N)    070 19 12.60651(W) AD(       ) 4
 OC1902  NAD 83(1986)-  43 31 54.98477(N)    070 19 12.61204(W) AD(       ) 4
 OC1902  NAD 27      -  43 31 54.68000(N)    070 19 14.45000(W) AD(       ) 3
 OC1902
 OC1902.Superseded values are not recommended for survey control.
 OC1902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1902.See file dsdata.txt to determine how the superseded data were derived.
 OC1902
 OC1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9332820735(NAD 83)
 OC1902
 OC1902  HISTORY     - Date     Condition        Report By
 OC1902  HISTORY     - 1850     MONUMENTED       CGS
 OC1902  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OC1902
 OC1902                          STATION DESCRIPTION
 OC1902
 OC1902'DESCRIBED BY COAST AND GEODETIC SURVEY 1850 (COB)
 OC1902'STATION IS ON PROUT NECK, IN THE PASTURE OF MR. THOMAS LIBBY,
 OC1902'WHO KEEPS THE HOTEL.
 OC1902
 OC1902                          STATION RECOVERY (1942)
 OC1902
 OC1902'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OC1902'POSITION OF STATION NOT CERTAIN.  THE HOUSE HAS BEEN ALTERED
 OC1902'AND NOW HAS TWO CHIMNEYS.  THE W ONE WAS TAKEN TO BE THE STATION,
 OC1902'WHICH CAN BE VERIFIED BY THE AIR MAPPING COMPILATION OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0164 ***********************************************************************
 OC0164  DESIGNATION -  PROUTS NECK 157
 OC0164  PID         -  OC0164
 OC0164  STATE/COUNTY-  ME/CUMBERLAND
 OC0164  USGS QUAD   -  PROUTS NECK (1978)
 OC0164
 OC0164                         *CURRENT SURVEY CONTROL
 OC0164  ___________________________________________________________________
 OC0164* NAD 83(1996)-  43 31 40.02417(N)    070 18 52.47298(W)     ADJUSTED  
 OC0164* NAVD 88     -        14.695  (meters)      48.21   (feet)  ADJUSTED  
 OC0164  ___________________________________________________________________
 OC0164  LAPLACE CORR-           3.12  (seconds)                    DEFLEC99
 OC0164  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 OC0164  DYNAMIC HT  -          14.693 (meters)      48.21  (feet)  COMP
 OC0164  MODELED GRAV-     980,501.7   (mgal)                       NAVD 88
 OC0164
 OC0164  HORZ ORDER  -  SECOND
 OC0164  VERT ORDER  -  SECOND    CLASS 0
 OC0164
 OC0164.The horizontal coordinates were established by classical geodetic methods
 OC0164.and adjusted by the National Geodetic Survey in March 1998..
 OC0164
 OC0164.The orthometric height was determined by differential leveling
 OC0164.and adjusted by the National Geodetic Survey in June 1991..
 OC0164
 OC0164.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC0164
 OC0164.The geoid height was determined by GEOID03.
 OC0164
 OC0164.The dynamic height is computed by dividing the NAVD 88
 OC0164.geopotential number by the normal gravity value computed on the
 OC0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0164.degrees latitude (g = 980.6199 gals.).
 OC0164
 OC0164.The modeled gravity was interpolated from observed gravity values.
 OC0164
 OC0164;                    North         East     Units Scale Factor Converg.
 OC0164;SPC ME W     -    77,158.981   888,043.483   MT  0.99996842   -0 06 06.7
 OC0164;UTM  19      - 4,820,266.432   393,772.252   MT  0.99973880   -0 54 19.6
 OC0164
 OC0164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC0164!SPC ME W     -   1.00000179  x   0.99996842  =   0.99997021
 OC0164!UTM  19      -   1.00000179  x   0.99973880  =   0.99974059
 OC0164
 OC0164|---------------------------------------------------------------------|
 OC0164| PID    Reference Object                     Distance      Geod. Az  |
 OC0164|                                                           dddmmss.s |
 OC0164| CE8396 PROUTS NECK 157 RM 1                 30.160 METERS 20940     |
 OC0164| OC2037 BIDDEFORD PEPPERELL CO STACK        APPROX.11.6 KM 2505043.7 |
 OC0164| OC2044 BIDDEFORD ST JOSEPH CATH CH         APPROX.12.4 KM 2522030.3 |
 OC0164| OC1920 OLD ORCHARD STANDPIPE               APPROX. 6.2 KM 2552020.1 |
 OC0164| OC0166 PROUTS NECK 157 RM 2                 29.581 METERS 26924     |
 OC0164| OC1903 PROUTS NECK STANDPIPE               419.407 METERS 3025556.6 |
 OC0164|---------------------------------------------------------------------|
 OC0164
 OC0164                          SUPERSEDED SURVEY CONTROL
 OC0164
 OC0164  NAD 83(1992)-  43 31 40.02267(N)    070 18 52.47420(W) AD(       ) 2
 OC0164  NAD 83(1986)-  43 31 40.02866(N)    070 18 52.47987(W) AD(       ) 2
 OC0164  NAD 27      -  43 31 39.72500(N)    070 18 54.31500(W) AD(       ) 2
 OC0164  NGVD 29 (??/??/92)   14.921  (m)           48.95   (f) ADJ UNCH    2 0
 OC0164
 OC0164.Superseded values are not recommended for survey control.
 OC0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0164.See file dsdata.txt to determine how the superseded data were derived.
 OC0164
 OC0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9377220266(NAD 83)
 OC0164_MARKER: DD = SURVEY DISK
 OC0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC0164_STAMPING: PROUTS NECK 157 1941
 OC0164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC0164
 OC0164  HISTORY     - Date     Condition        Report By
 OC0164  HISTORY     - 1941     MONUMENTED       DMA
 OC0164  HISTORY     - 1942     GOOD             CGS
 OC0164  HISTORY     - 1943     GOOD             CGS
 OC0164  HISTORY     - 1943     GOOD             CGS
 OC0164  HISTORY     - 1943     GOOD             NGS
 OC0164  HISTORY     - 1975     GOOD             MEDT
 OC0164  HISTORY     - 1976     GOOD             NGS
 OC0164  HISTORY     - 1979     GOOD             LOCENG
 OC0164
 OC0164                          STATION DESCRIPTION
 OC0164
 OC0164'DESCRIBED BY DEFENSE MAP AGENCY 1941 (PLB)
 OC0164'STATION IS LOCATED ON THE SE SIDE OF PROUTS NECK, ON THE PROPERTY
 OC0164'OF MR. C.C. HYDE, BOUT 125 FT. SE OF THE SE CORNER OF HIS SUMMER
 OC0164'HOME WHICH IS CALLED THE BARNACLE.  IT IS ABOUT 75 FT. W OF THE
 OC0164'SEASHORE, AND ABOUT 100 FT. NE OF THE NE CORNER OF THE FIRST
 OC0164'HOUSE ALONG THE BEACH S OF THE BARNACLE.
 OC0164'
 OC0164'IT IS A U.S. ARMY MAP-CONTROL STANDARD DISK, STAMPED PROUTS
 OC0164'NECK 157 1941 AND SET IN A SQUARE CONCRETE MONUMENT PROTRUDING
 OC0164'ABOUT 5 IN. ABOVE GROUND.
 OC0164'
 OC0164'THE UNDERGROUND STATION MARK IS A STANDARD BRONZE DISK, SET IN
 OC0164'THE TOP OF A CONCRETE POST.
 OC0164'
 OC0164'REFERENCE MARK 1 IS APPARENTLY AN OLD STATION, BUT THIS PARTY
 OC0164'COULD FIND NO RECORD OF IT.  IT IS MARKED BY A BRONZE PLUG, IN
 OC0164'THE SHAPE OF THE END OF A STAR DRILL, SET IN THE BARE ROCK LEDGE
 OC0164'ABOVE THE SEASHORE, AND ABOUT DUE E OF THE NE CORNER OF THE FIRST
 OC0164'HOUSE S OF THE BARNACLE.
 OC0164'
 OC0164'REFERENCE MARK 2 IS A STANDARD BRONZE DISK, STAMPED NO 2 PROUTS
 OC0164'NECK 157 1941 AND SET IN A SMALL OUTEROP ABOUT 8 FT. NE OF THE
 OC0164'NE CORNER OF THE FIRST HOUSE S OF THE BARNACLE.
 OC0164'
 OC0164'HEIGHT OF LIGHT ABOVE STATION MARK 77 FEET.
 OC0164
 OC0164                          STATION RECOVERY (1942)
 OC0164
 OC0164'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OC0164'NO ORIGINAL DESCRIPTION WAS AVAILABLE.  IT IS A STANDARD CORPS
 OC0164'OF ENGINEERS, U.S. ARMY, DISK.
 OC0164
 OC0164                          STATION RECOVERY (1943)
 OC0164
 OC0164'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 OC0164'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 OC0164'ORIGINAL DESCRIPTION IS INCORRECT.  A REVISED DESCRIPTION FOLLOWS--
 OC0164'
 OC0164'STATION IS LOCATED ON THE SE SIDE OF PROUTS NECK, ON PROPERTY
 OC0164'NOW OCCUPIED BY THE U.S. ARMY, AT THE SE CORNER OF THE FRAME
 OC0164'MESS HALL, AND ABOUT 90 FT. SE OF THE CENTER OF THE CONCRETE AND
 OC0164'STUCCO ARMY OBSERVATION TOWER.  IT IS ABOUT 100 FT. SE OF THE SE
 OC0164'CORNER OF MR. HUNTINGTONS HOUSE WHICH IS W OF THE TOWER, ABOUT
 OC0164'90 FT. SW OF THE SW CORNER OF AN UNOCCUPIED GREY FRAMEHOUSE E OF
 OC0164'THE TOWER, AND ABOUT 75 FT. N OF THE SEASHORE.
 OC0164'
 OC0164'IT IS A U.S. ARMY MAP-CONTROL STANDARD DISK, STAMPED PROUTS
 OC0164'NECK 157 1941 AND SET IN A 15-IN. SQUARE CONCRETE MONUMENT
 OC0164'PROTRUDING ABOUT 5 IN. ABOVE GROUND.
 OC0164'
 OC0164'REFERENCE MARK 1 IS MARKED BY A BRONZE PLUG, IN THE SHAPE OF THE
 OC0164'END OF A STAR DRILL, SET IN THE BARE ROCK LEDGE ABOVE THE
 OC0164'SEASHORE, 116 FT. DUE S OF THE SE CORNER OF MR. HUNTINGTONS HOUSE.
 OC0164'
 OC0164'REFERENCE MARK 2 IS 19 FT. S OF THE SE CORNER OF MR. HUNTINGTONS
 OC0164'HOUSE.  IT IS A STANDARD BRONZE DISK, STAMPED NO 2 PROUTS NECK
 OC0164'157 1941 AND SET IN A DRILL HOLE IN A SMALL OUTCROP.
 OC0164
 OC0164                          STATION RECOVERY (1943)
 OC0164
 OC0164'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 OC0164'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 OC0164'CONDITION.  ORIGINAL DESCRIPTION SUBMITTED BY P.L.B. IN 1941
 OC0164'IS ADEQUATE.
 OC0164
 OC0164                          STATION RECOVERY (1943)
 OC0164
 OC0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 OC0164'4 MI SE FROM SCARBORO.
 OC0164'4.0 MILES SOUTHEAST OF SCARBORO, CUMBERLAND COUNTY, ON THE EAST
 OC0164'SIDE OF PROUTS NECK, 0.4 MILE NORTH OF THE SOUTH TOP, 75 FEET
 OC0164'WEST OF THE SEASHORE AT THE EAST END OF THE MESS KITCHEN, AND
 OC0164'65 FEET EAST OF AN ARMY CONCRETE FIRE CONTROL TOWER.
 OC0164
 OC0164                          STATION RECOVERY (1975)
 OC0164
 OC0164'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 OC0164'RECOVERED AS DESCRIBED.
 OC0164
 OC0164                          STATION RECOVERY (1976)
 OC0164
 OC0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0164'RECOVERED IN GOOD CONDITION.
 OC0164
 OC0164                          STATION RECOVERY (1979)
 OC0164
 OC0164'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979 (JTA)
 OC0164'STATION RECOVERED BY WHITMAN AND HOWARD, INC.
 OC0164'
 OC0164'PROUTS NECK 157 1941 GOOD
 OC0164'
 OC0164'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0166 ***********************************************************************
 OC0166  DESIGNATION -  PROUTS NECK 157 RM 2
 OC0166  PID         -  OC0166
 OC0166  STATE/COUNTY-  ME/CUMBERLAND
 OC0166  USGS QUAD   -  PROUTS NECK (1978)
 OC0166
 OC0166                         *CURRENT SURVEY CONTROL
 OC0166  ___________________________________________________________________
 OC0166* NAD 83(1986)-  43 31 39.     (N)    070 18 52.     (W)     SCALED    
 OC0166* NAVD 88     -        15.371  (meters)      50.43   (feet)  ADJUSTED  
 OC0166  ___________________________________________________________________
 OC0166  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 OC0166  DYNAMIC HT  -          15.369 (meters)      50.42  (feet)  COMP
 OC0166  MODELED GRAV-     980,501.7   (mgal)                       NAVD 88
 OC0166
 OC0166  VERT ORDER  -  SECOND    CLASS 0
 OC0166
 OC0166.The horizontal coordinates were scaled from a topographic map and have
 OC0166.an estimated accuracy of +/- 6 seconds.
 OC0166
 OC0166.The orthometric height was determined by differential leveling
 OC0166.and adjusted by the National Geodetic Survey in June 1991..
 OC0166
 OC0166.The geoid height was determined by GEOID03.
 OC0166
 OC0166.The dynamic height is computed by dividing the NAVD 88
 OC0166.geopotential number by the normal gravity value computed on the
 OC0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0166.degrees latitude (g = 980.6199 gals.).
 OC0166
 OC0166.The modeled gravity was interpolated from observed gravity values.
 OC0166
 OC0166;                    North         East    Units  Estimated Accuracy
 OC0166;SPC ME W     -    77,130.      888,050.      MT  (+/- 180 meters Scaled)
 OC0166
 OC0166                          SUPERSEDED SURVEY CONTROL
 OC0166
 OC0166  NGVD 29 (??/??/92)   15.597  (m)           51.17   (f) ADJ UNCH    2 0
 OC0166
 OC0166.Superseded values are not recommended for survey control.
 OC0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0166.See file dsdata.txt to determine how the superseded data were derived.
 OC0166
 OC0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ937202(NAD 83)
 OC0166_MARKER: DR = REFERENCE MARK DISK
 OC0166_SETTING: 66 = SET IN ROCK OUTCROP
 OC0166_SP_SET: OUTCROPPING ROCK LEDGE
 OC0166_STAMPING: PROUTS NECK 157 NO 2 1941
 OC0166_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC0166+STABILITY: POSITION/ELEVATION WELL
 OC0166
 OC0166  HISTORY     - Date     Condition        Report By
 OC0166  HISTORY     - 1941     MONUMENTED       CGS
 OC0166  HISTORY     - 1943     GOOD             NGS
 OC0166  HISTORY     - 1976     GOOD             NGS
 OC0166
 OC0166                          STATION DESCRIPTION
 OC0166
 OC0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 OC0166'4 MI SE FROM SCARBORO.
 OC0166'4.0 MILES SOUTHEAST OF SCARBORO, CUMBERLAND COUNTY, ON THE EAST
 OC0166'SIDE OF PROUTS NECK, 0.4 MILE NORTH OF THE SOUTH TIP, IN THE
 OC0166'FRONT YARD OF THE FIRST HOUSE SOUTH OF THE FIRE CONTROL TOWER,
 OC0166'10 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, AND IN
 OC0166'OUTCROPPING LEDGE ROCK FLUSH WITH THE GROUND.
 OC0166
 OC0166                          STATION RECOVERY (1976)
 OC0166
 OC0166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0166'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1905 ***********************************************************************
 OC1905  DESIGNATION -  PROUTS NECK FCT 1943
 OC1905  PID         -  OC1905
 OC1905  STATE/COUNTY-  ME/CUMBERLAND
 OC1905  USGS QUAD   -  PROUTS NECK (1978)
 OC1905
 OC1905                         *CURRENT SURVEY CONTROL
 OC1905  ___________________________________________________________________
 OC1905* NAD 83(1996)-  43 31 40.81180(N)    070 18 52.84822(W)     ADJUSTED  
 OC1905* NAVD 88     -        36.2    (meters)     119.     (feet)  VERTCON   
 OC1905  ___________________________________________________________________
 OC1905  LAPLACE CORR-           3.12  (seconds)                    DEFLEC99
 OC1905  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 OC1905
 OC1905  HORZ ORDER  -  SECOND
 OC1905
 OC1905.The horizontal coordinates were established by classical geodetic methods
 OC1905.and adjusted by the National Geodetic Survey in March 1998..
 OC1905
 OC1905.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC1905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC1905
 OC1905.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1905
 OC1905.The geoid height was determined by GEOID03.
 OC1905
 OC1905;                    North         East     Units Scale Factor Converg.
 OC1905;SPC ME W     -    77,183.303   888,035.100   MT  0.99996843   -0 06 07.0
 OC1905;UTM  19      - 4,820,290.864   393,764.213   MT  0.99973882   -0 54 19.9
 OC1905
 OC1905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1905!SPC ME W     -   0.99999842  x   0.99996843  =   0.99996685
 OC1905!UTM  19      -   0.99999842  x   0.99973882  =   0.99973724
 OC1905
 OC1905:                Primary Azimuth Mark                     Grid Az
 OC1905:SPC ME W     -  FLAG                                     287 11 49.0
 OC1905:UTM  19      -  FLAG                                     288 00 01.9
 OC1905
 OC1905|---------------------------------------------------------------------|
 OC1905| PID    Reference Object                     Distance      Geod. Az  |
 OC1905|                                                           dddmmss.s |
 OC1905| OC1174 FLAG                                APPROX. 9.4 KM 2870542.0 |
 OC1905| OC1907 STEPHANIE MEDOT 1975                APPROX. 2.7 KM 3010724.5 |
 OC1905|---------------------------------------------------------------------|
 OC1905
 OC1905                          SUPERSEDED SURVEY CONTROL
 OC1905
 OC1905  NAD 83(1992)-  43 31 40.81031(N)    070 18 52.84945(W) AD(       ) 2
 OC1905  NAD 83(1986)-  43 31 40.81639(N)    070 18 52.85516(W) AD(       ) 2
 OC1905  NAD 27      -  43 31 40.51300(N)    070 18 54.69000(W) AD(       ) 2
 OC1905  NGVD 29 (07/19/86)   36.4    (m)          119.     (f) VERT ANG       
 OC1905
 OC1905.Superseded values are not recommended for survey control.
 OC1905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1905.See file dsdata.txt to determine how the superseded data were derived.
 OC1905
 OC1905_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9376420291(NAD 83)
 OC1905_MARKER: DS = TRIANGULATION STATION DISK
 OC1905_SETTING: 0 = UNSPECIFIED SETTING
 OC1905
 OC1905  HISTORY     - Date     Condition        Report By
 OC1905  HISTORY     - 1943     MONUMENTED       CGS
 OC1905  HISTORY     - 1975     GOOD             NGS
 OC1905  HISTORY     - 1979     GOOD             LOCENG
 OC1905
 OC1905                          STATION DESCRIPTION
 OC1905
 OC1905'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 OC1905'THE STATION IS THE FIRE CONTROL TOWER OF THE U.S. ARMY,
 OC1905'LOCATED ABOUT 10.0 MI. E-NE OF OLD ORCHARD BEACH, ON A POINT
 OC1905'OF LAND KNOWN AS PROUTS NECK.  IT IS AN EIGHT-STORY HEXAGON
 OC1905'SHAPED CONCRETE STRUCTURE.  POINT OBSERVED UPON WAS THE CENTER
 OC1905'OF THE INSTRUMENT MOUNT LOCATED ON THE FOURTH FLOOR.  THIS
 OC1905'POINT WAS PROJECTED TO THE ROOF OF THE TOWER AND MARKED BY A
 OC1905'STANDARD STATION DISK, STAMPED PROUTS NECK F C TOWER.
 OC1905'
 OC1905'THIS IS A TRAVERSE STATION.
 OC1905
 OC1905                          STATION RECOVERY (1975)
 OC1905
 OC1905'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 OC1905'THE STATION MARK WAS RECOVERED AND FOUND TO BE IN GOOD
 OC1905'CONDITION.  THE 1943 DESCRIPTION HAS THE MARK IN YORK COUNTY,
 OC1905'THE MARK IS ACTUALLY IN CUMBERLAND COUNTY.
 OC1905'
 OC1905'A NEW DESCRIPTION FOLLOWS--
 OC1905'
 OC1905'THE STATION IS LOCATED IN THE SOUTHEAST CORNER OF CUMBERLAND
 OC1905'COUNTY ABOUT 10 MILES SOUTH OF PORTLAND, 9 MILES NORTHEAST OF
 OC1905'SACO, AND ON A POINT OF LAND KNOWN AS PROUTS NECK IN THE TOP OF
 OC1905'AN EIGHT STORY CONCRETE OCTAGONAL BUILDING.
 OC1905'
 OC1905'TO REACH THE STATION FROM THE U.S. POST OFFICE IN SCARBOROUGH,
 OC1905'GO NORTHERLY ON U.S. ROUTE 1 FOR 0.05 MILE TO THE JUNCTION OF
 OC1905'STATE ROUTE 207, TURN RIGHT AND GO EASTERLY ON STATE ROUTE 207 FOR
 OC1905'2.9 MILES TO THE JUNCTION OF STATE ROUTE 77, CONTINUE SOUTHERLY
 OC1905'ON STATE ROUTE 207 (BLACK POINT ROAD) FOR 1.95 MILES TO THE
 OC1905'POST OFFICE IN PROUTS NECK.  CONTINUE FOR 0.4 MILE TO THE
 OC1905'ENTRANCE OF THE WINSLOW HOMER ROAD (PRIVATE ROAD), CONTINUE
 OC1905'NORTHEAST 0.35 MILE TO A DRIVEWAY WITH A SIGN (THE
 OC1905'BARNACLE--W.L. DAY), TURN RIGHT AND GO EAST FOR 150 FEET TO
 OC1905'THE TOWER AND THE STATION ON THE ROOF.
 OC1905'
 OC1905'THE STATION MARK IS A STANDARD DISK STAMPED PROUTS NECK FC TOWER
 OC1905'1943, SET IN A DRILL HOLE IN THE APPROXIMATE CENTER OF THE ROOF
 OC1905'OF THE BUILDING.
 OC1905'
 OC1905'THE TOWER IS NOW OWNED BY A MR. ALFRED WOODWORTH.
 OC1905'
 OC1905'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 OC1905'
 OC1905'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OC1905'3 MILES NORTHEAST OF OLD ORCHARD.
 OC1905
 OC1905                          STATION RECOVERY (1979)
 OC1905
 OC1905'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979 (DAM)
 OC1905'PROUTS NECK F C TOWER GOOD.
 OC1905'
 OC1905'DESCRIPTION ADEQUATE, SEE SCARBOROUGH POLICE DEPARTMENT FOR
 OC1905'KEY TO TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1904 ***********************************************************************
 OC1904  DESIGNATION -  PROUTS NECK HOTEL TANK TAT
 OC1904  PID         -  OC1904
 OC1904  STATE/COUNTY-  ME/CUMBERLAND
 OC1904  USGS QUAD   -  PROUTS NECK (1978)
 OC1904
 OC1904                         *CURRENT SURVEY CONTROL
 OC1904  ___________________________________________________________________
 OC1904* NAD 83(1996)-  43 32 00.22068(N)    070 18 59.24526(W)     ADJUSTED  
 OC1904* NAVD 88     -                                                        
 OC1904  ___________________________________________________________________
 OC1904  LAPLACE CORR-           3.20  (seconds)                    DEFLEC99
 OC1904  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 OC1904
 OC1904  HORZ ORDER  -  THIRD
 OC1904
 OC1904.The horizontal coordinates were established by classical geodetic methods
 OC1904.and adjusted by the National Geodetic Survey in March 1998..
 OC1904
 OC1904
 OC1904.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1904
 OC1904.The geoid height was determined by GEOID03.
 OC1904
 OC1904;                    North         East     Units Scale Factor Converg.
 OC1904;SPC ME W     -    77,782.536   887,892.536   MT  0.99996847   -0 06 11.4
 OC1904;UTM  19      - 4,820,891.900   393,630.098   MT  0.99973917   -0 54 24.6
 OC1904
 OC1904                          SUPERSEDED SURVEY CONTROL
 OC1904
 OC1904  NAD 83(1992)-  43 32 00.21915(N)    070 18 59.24639(W) AD(       ) 4
 OC1904  NAD 83(1986)-  43 32 00.22520(N)    070 18 59.25192(W) AD(       ) 4
 OC1904  NAD 27      -  43 31 59.92000(N)    070 19 01.08000(W) AD(       ) 3
 OC1904
 OC1904.Superseded values are not recommended for survey control.
 OC1904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1904.See file dsdata.txt to determine how the superseded data were derived.
 OC1904
 OC1904_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9363020892(NAD 83)
 OC1904
 OC1904  HISTORY     - Date     Condition        Report By
 OC1904  HISTORY     - 1923     MONUMENTED       CGS
 OC1904  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OC1904
 OC1904                          STATION DESCRIPTION
 OC1904
 OC1904'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (OWS)
 OC1904'STATION IS AN ELEVATED WHITE TANK ON THE SOUTHEASTERN SIDE OF
 OC1904'THE LARGE HOTEL ON PROUTS NECK.  SHOWS ONLY TO THE N AND E.
 OC1904
 OC1904                          STATION RECOVERY (1942)
 OC1904
 OC1904'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OC1904'STATION IS LOST.  THE TANK HAS BEEN TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1903 ***********************************************************************
 OC1903  DESIGNATION -  PROUTS NECK STANDPIPE
 OC1903  PID         -  OC1903
 OC1903  STATE/COUNTY-  ME/CUMBERLAND
 OC1903  USGS QUAD   -  PROUTS NECK (1978)
 OC1903
 OC1903                         *CURRENT SURVEY CONTROL
 OC1903  ___________________________________________________________________
 OC1903* NAD 83(1996)-  43 31 47.41194(N)    070 19 08.14961(W)     ADJUSTED  
 OC1903* NAVD 88     -                                                        
 OC1903  ___________________________________________________________________
 OC1903  LAPLACE CORR-           3.19  (seconds)                    DEFLEC99
 OC1903  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 OC1903
 OC1903  HORZ ORDER  -  THIRD
 OC1903
 OC1903.The horizontal coordinates were established by classical geodetic methods
 OC1903.and adjusted by the National Geodetic Survey in March 1998..
 OC1903
 OC1903
 OC1903.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1903
 OC1903.The geoid height was determined by GEOID03.
 OC1903
 OC1903;                    North         East     Units Scale Factor Converg.
 OC1903;SPC ME W     -    77,387.609   887,691.886   MT  0.99996853   -0 06 17.5
 OC1903;UTM  19      - 4,820,499.916   393,423.976   MT  0.99973971   -0 54 30.5
 OC1903
 OC1903                          SUPERSEDED SURVEY CONTROL
 OC1903
 OC1903  NAD 83(1992)-  43 31 47.41047(N)    070 19 08.15088(W) AD(       ) 4
 OC1903  NAD 83(1986)-  43 31 47.41649(N)    070 19 08.15659(W) AD(       ) 4
 OC1903  NAD 27      -  43 31 47.11000(N)    070 19 09.99000(W) AD(       ) 3
 OC1903
 OC1903.Superseded values are not recommended for survey control.
 OC1903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1903.See file dsdata.txt to determine how the superseded data were derived.
 OC1903
 OC1903_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9342420500(NAD 83)
 OC1903
 OC1903  HISTORY     - Date     Condition        Report By
 OC1903  HISTORY     - 1941     MONUMENTED       CGS
 OC1903  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OC1903  HISTORY     - 20050314 MARK NOT FOUND   USPSQD
 OC1903
 OC1903                          STATION DESCRIPTION
 OC1903
 OC1903'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1903'THIS INTERSECTION STATION IS THE PROMINENT GRAY-PAINTED
 OC1903'STANDPIPE STANDING AT THE S CENTER OF PROUTS NECK.  THE
 OC1903'STANDPIPE HAS PORTLAND WATER DISTRICT NO. 5 WRITTEN ON THE S
 OC1903'FACE.  THIS IS THE ONLY STANDPIPE ON THE NECK.
 OC1903
 OC1903                          STATION RECOVERY (1942)
 OC1903
 OC1903'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OC1903'THE STANDPIPE IS NOW PAINTED GREY, HAS A SQUARE TOWER BUILT ON
 OC1903'TOP, AND IS BEING USED AT THE PRESENT TIME AS AN ARMY
 OC1903'OBSERVATION POST.  THE STATION IS LOCATED ABOUT IN THE CENTER
 OC1903'OF VICINITY KNOWN AS PROUTS NECK.
 OC1903
 OC1903                          STATION RECOVERY (2005)
 OC1903
 OC1903'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMW)
 OC1903'THE STANDPIPE WAS OWNED BY THE CITY OF PORTLAND WATER DISTRICT. IT WAS
 OC1903'REMOVED IN THE MID 90'S AS PART OF A SYSTEM IMPROVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1897 ***********************************************************************
 OC1897  DESIGNATION -  PROUTY 1905
 OC1897  PID         -  OC1897
 OC1897  STATE/COUNTY-  ME/CUMBERLAND
 OC1897  USGS QUAD   -  PROUTS NECK (1978)
 OC1897
 OC1897                         *CURRENT SURVEY CONTROL
 OC1897  ___________________________________________________________________
 OC1897* NAD 83(1996)-  43 31 40.33009(N)    070 18 51.67440(W)     ADJUSTED  
 OC1897* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 OC1897  ___________________________________________________________________
 OC1897  LAPLACE CORR-           3.11  (seconds)                    DEFLEC99
 OC1897  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 OC1897
 OC1897  HORZ ORDER  -  THIRD
 OC1897
 OC1897.The horizontal coordinates were established by classical geodetic methods
 OC1897.and adjusted by the National Geodetic Survey in March 1998..
 OC1897
 OC1897.The orthometric height was scaled from a topographic map.
 OC1897
 OC1897.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1897
 OC1897.The geoid height was determined by GEOID03.
 OC1897
 OC1897;                    North         East     Units Scale Factor Converg.
 OC1897;SPC ME W     -    77,168.390   888,061.432   MT  0.99996842   -0 06 06.2
 OC1897;UTM  19      - 4,820,275.587   393,790.326   MT  0.99973875   -0 54 19.0
 OC1897
 OC1897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1897!SPC ME W     -   1.00000225  x   0.99996842  =   0.99997067
 OC1897!UTM  19      -   1.00000225  x   0.99973875  =   0.99974100
 OC1897
 OC1897:                Primary Azimuth Mark                     Grid Az
 OC1897:SPC ME W     -  STAGE ISLAND MONUMENT                    200 53 36.2
 OC1897:UTM  19      -  STAGE ISLAND MONUMENT                    201 41 49.0
 OC1897
 OC1897|---------------------------------------------------------------------|
 OC1897| PID    Reference Object                     Distance      Geod. Az  |
 OC1897|                                                           dddmmss.s |
 OC1897| OC2003 STAGE ISLAND MONUMENT               APPROX. 8.5 KM 2004730.0 |
 OC1897|---------------------------------------------------------------------|
 OC1897
 OC1897                          SUPERSEDED SURVEY CONTROL
 OC1897
 OC1897  NAD 83(1992)-  43 31 40.32852(N)    070 18 51.67562(W) AD(       ) 3
 OC1897  NAD 83(1986)-  43 31 40.33435(N)    070 18 51.68130(W) AD(       ) 3
 OC1897  NAD 27      -  43 31 39.32000(N)    070 18 53.69000(W) AD(       ) 3
 OC1897
 OC1897.Superseded values are not recommended for survey control.
 OC1897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1897.See file dsdata.txt to determine how the superseded data were derived.
 OC1897
 OC1897_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9379020276(NAD 83)
 OC1897
 OC1897  HISTORY     - Date     Condition        Report By
 OC1897  HISTORY     - 1905     MONUMENTED       CGS
 OC1897  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OC1897
 OC1897                          STATION DESCRIPTION
 OC1897
 OC1897'DESCRIBED BY COAST AND GEODETIC SURVEY 1905 (RBD)
 OC1897'STATION IS ON THE HIGHEST PART OF THE S SIDE OF PROUTS NECK, A
 OC1897'SMALL PENINSULA AT THE NORTHERN LIMIT OF SACO BAY.  THE STATION
 OC1897'IS ON A GRANITE BOULDER ABOUT 100 METERS FROM HIGH-WATER MARK.  THE
 OC1897'BOULDER IS ABOUT 5 FEET IN DIAMETER AND PROJECTS ABOUT 3 FEET
 OC1897'ABOVE THE GROUND.  IT IS ABOUT 1/3 OF THE WAY BETWEEN THE PATH
 OC1897'ALONG THE TOP OF THE ROCKS AND A LARGE GRAY COTTAGE, THE FIRST
 OC1897'COTTAGE E OF THE HOTEL.  THE STATION MARK IS A CROSS CUT IN THE
 OC1897'TOP OF THE BOULDER.
 OC1897
 OC1897                          STATION RECOVERY (1942)
 OC1897
 OC1897'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OC1897'SEARCHED FOR BUT NOT FOUND.  PLANE TABLE METHODS MIGHT LOCATE
 OC1897'THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2591 ***********************************************************************
 PE2591  DESIGNATION -  PULPIT
 PE2591  PID         -  PE2591
 PE2591  STATE/COUNTY-  ME/KNOX
 PE2591  USGS QUAD   -  NORTH HAVEN WEST (1983)
 PE2591
 PE2591                         *CURRENT SURVEY CONTROL
 PE2591  ___________________________________________________________________
 PE2591* NAD 83(1996)-  44 09 29.01704(N)    068 53 32.33282(W)     ADJUSTED  
 PE2591* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 PE2591  ___________________________________________________________________
 PE2591  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 PE2591  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 PE2591
 PE2591  HORZ ORDER  -  THIRD
 PE2591
 PE2591.The horizontal coordinates were established by classical geodetic methods
 PE2591.and adjusted by the National Geodetic Survey in March 1998..
 PE2591
 PE2591.The orthometric height was scaled from a topographic map.
 PE2591
 PE2591.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2591
 PE2591.The geoid height was determined by GEOID03.
 PE2591
 PE2591;                    North         East     Units Scale Factor Converg.
 PE2591;SPC ME E     -    54,668.387   268,620.719   MT  0.99991211   -0 16 23.9
 PE2591;UTM  19      - 4,889,434.130   508,610.622   MT  0.99960091   +0 04 30.1
 PE2591
 PE2591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2591!SPC ME E     -   1.00000251  x   0.99991211  =   0.99991462
 PE2591!UTM  19      -   1.00000251  x   0.99960091  =   0.99960342
 PE2591
 PE2591                          SUPERSEDED SURVEY CONTROL
 PE2591
 PE2591  NAD 83(1992)-  44 09 29.02253(N)    068 53 32.31174(W) AD(       ) 3
 PE2591  NAD 83(1986)-  44 09 29.02414(N)    068 53 32.31504(W) AD(       ) 3
 PE2591
 PE2591.Superseded values are not recommended for survey control.
 PE2591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2591.See file dsdata.txt to determine how the superseded data were derived.
 PE2591
 PE2591_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ0861189434(NAD 83)
 PE2591_MARKER: DD = SURVEY DISK
 PE2591_SETTING: 66 = SET IN ROCK OUTCROP
 PE2591_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 PE2591_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2591_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE2591+STABILITY: POSITION/ELEVATION WELL
 PE2591
 PE2591  HISTORY     - Date     Condition        Report By
 PE2591  HISTORY     - 1983     MONUMENTED       NOS
 PE2591
 PE2591                          STATION DESCRIPTION
 PE2591
 PE2591'DESCRIBED BY NATIONAL OCEAN SERVICE 1983 (WVH)
 PE2591'THE STATION IS LOCATED ON THE SOUTHWEST POINT OF LAND THAT MARKS
 PE2591'THE ENTRANCE TO PULPIT HARBOR ON NORTH HAVEN ISLAND.  A BOAT IS
 PE2591'REQUIRED TO REACH THE STATION.  FROM CAMDEN IT IS APPROXIMATELY
 PE2591'30 MINUTES BY BOAT.
 PE2591'
 PE2591'THE STATION IS A STANDARD NOS DISK STAMPED---PULPIT 1983---,
 PE2591'SET INTO A DRILL HOLE IN THE ROCK.
 PE2591'IT IS LOCATED 382 METERS (1253.27 FEET) WEST-SOUTHWEST
 PE2591'FROM REFERENCE MARK 3, A NOS DISK STAMPED---PULPIT RM 3---.
 PE2591'REFERENCE MARK 1 IS LOCATED 6.592 METERS (21.63 FEET)
 PE2591'SOUTHWEST FROM THE STATION AND REFERENCE MARK 2 IS LOCATED
 PE2591'5.150 METERS (16.90 FEET) EAST OF THE STATION. BOTH OF THESE
 PE2591'REFERENCE MARKS ARE ALSO NOS DISKS SET INTO DRILL HOLES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2592 ***********************************************************************
 PE2592  DESIGNATION -  PULPIT RM 3
 PE2592  PID         -  PE2592
 PE2592  STATE/COUNTY-  ME/KNOX
 PE2592  USGS QUAD   -  NORTH HAVEN WEST (1983)
 PE2592
 PE2592                         *CURRENT SURVEY CONTROL
 PE2592  ___________________________________________________________________
 PE2592* NAD 83(1996)-  44 09 26.77117(N)    068 53 15.38255(W)     ADJUSTED  
 PE2592* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 PE2592  ___________________________________________________________________
 PE2592  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 PE2592  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 PE2592
 PE2592  HORZ ORDER  -  THIRD
 PE2592
 PE2592.The horizontal coordinates were established by classical geodetic methods
 PE2592.and adjusted by the National Geodetic Survey in March 1998..
 PE2592
 PE2592.The orthometric height was scaled from a topographic map.
 PE2592
 PE2592.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2592
 PE2592.The geoid height was determined by GEOID03.
 PE2592
 PE2592;                    North         East     Units Scale Factor Converg.
 PE2592;SPC ME E     -    54,597.289   268,996.995   MT  0.99991182   -0 16 12.1
 PE2592;UTM  19      - 4,889,365.341   508,987.206   MT  0.99960099   +0 04 41.9
 PE2592
 PE2592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2592!SPC ME E     -   1.00000277  x   0.99991182  =   0.99991459
 PE2592!UTM  19      -   1.00000277  x   0.99960099  =   0.99960376
 PE2592
 PE2592                          SUPERSEDED SURVEY CONTROL
 PE2592
 PE2592  NAD 83(1992)-  44 09 26.77667(N)    068 53 15.36143(W) AD(       ) 3
 PE2592  NAD 83(1986)-  44 09 26.77818(N)    068 53 15.36475(W) AD(       ) 3
 PE2592
 PE2592.Superseded values are not recommended for survey control.
 PE2592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2592.See file dsdata.txt to determine how the superseded data were derived.
 PE2592
 PE2592_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ0898789365(NAD 83)
 PE2592_MARKER: DD = SURVEY DISK
 PE2592_SETTING: 66 = SET IN ROCK OUTCROP
 PE2592_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 PE2592_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2592_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE2592+STABILITY: POSITION/ELEVATION WELL
 PE2592
 PE2592  HISTORY     - Date     Condition        Report By
 PE2592  HISTORY     - 1983     MONUMENTED       NOS
 PE2592
 PE2592                          STATION DESCRIPTION
 PE2592
 PE2592'DESCRIBED BY NATIONAL OCEAN SERVICE 1983 (WVH)
 PE2592'THE STATION IS LOCATED ON A LARGE REDDISH ROCK OUTCROPPING ON THE
 PE2592'NORTHEAST SIDE OF THE CHANNEL INTO PULPIT HARBOR ON NORTH HAVEN
 PE2592'ISLAND.
 PE2592'
 PE2592'THE STATION IS A STANDARD NOS DISK
 PE2592'STAMPED---PULPIT RM 3 1983---, SET INTO A DRILL HOLE.
 PE2592'THERE IS A RED HOUSE AND BARN NORTHEAST OF THE STATION AND STATION
 PE2592'PULPIT IS 382 METERS SOUTHWEST OF THE REFERENCE MARK.
 PE2592'
 PE2592'A BOAT CAN BE BEACHED NEAR THE STATION.
 PE2592'
 PE2592'SEE THE RECOVERY NOTES FOR STATION PULPIT DATED 1883.
 PE2592'
 PE2592'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0834 ***********************************************************************
 QF0834  DESIGNATION -  PUMPING STATION
 QF0834  PID         -  QF0834
 QF0834  STATE/COUNTY-  ME/WASHINGTON
 QF0834  USGS QUAD   -  CALAIS (1977)
 QF0834
 QF0834                         *CURRENT SURVEY CONTROL
 QF0834  ___________________________________________________________________
 QF0834* NAD 83(1996)-  45 10 10.78872(N)    067 17 46.61650(W)     ADJUSTED  
 QF0834* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 QF0834  ___________________________________________________________________
 QF0834  LAPLACE CORR-           4.38  (seconds)                    DEFLEC99
 QF0834  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 QF0834
 QF0834  HORZ ORDER  -  THIRD
 QF0834
 QF0834.The horizontal coordinates were established by classical geodetic methods
 QF0834.and adjusted by the National Geodetic Survey in March 1998..
 QF0834
 QF0834.The orthometric height was scaled from a topographic map.
 QF0834
 QF0834.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0834
 QF0834.The geoid height was determined by GEOID03.
 QF0834
 QF0834;                    North         East     Units Scale Factor Converg.
 QF0834;SPC ME E     -   167,701.866   394,619.314   MT  1.00001005   +0 51 13.5
 QF0834;UTM  19      - 5,003,210.032   633,882.042   MT  0.99982040   +1 12 30.4
 QF0834
 QF0834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0834!SPC ME E     -   1.00000369  x   1.00001005  =   1.00001374
 QF0834!UTM  19      -   1.00000369  x   0.99982040  =   0.99982408
 QF0834
 QF0834|---------------------------------------------------------------------|
 QF0834| PID    Reference Object                     Distance      Geod. Az  |
 QF0834|                                                           dddmmss.s |
 QF0834| QF0813 REFERENCE MON 216=RAILROAD          142.114 METERS 01428     |
 QF0834| QF0814 CROSS ON BOULDER IBC                 90.791 METERS 01929     |
 QF0834| QF0804 MILLTOWN COT MIL LIGHT ROD IBC      APPROX. 0.6 KM 0251627.8 |
 QF0834| QF0811 EATONS PLANING MILL N IBC           165.785 METERS 03921     |
 QF0834| QF0831 EATONS PLANING MILL W IBC           164.976 METERS 04236     |
 QF0834| QF0830 EATONS PLANING MILL S IBC           164.605 METERS 04554     |
 QF0834| QF0810 CROSS ON LEDGE IBC                  168.879 METERS 05400     |
 QF0834| QF0806 REFERENCE MON 217=ISLAND            283.201 METERS 05605     |
 QF0834| QF0808 EATONS SAWMILL IBC                  194.338 METERS 06754     |
 QF0834| QF0785 MILLTOWN BAPT CH SPIRE IBC          APPROX. 0.6 KM 0722206.7 |
 QF0834| CE9467 PUMPING STATION RM 2                 45.154 METERS 08416     |
 QF0834| CE9466 PUMPING STATION RM 1                  5.963 METERS 08448     |
 QF0834| QF0833 PUMPING STATION BLDG IBC              3.457 METERS 16236     |
 QF0834| QF0816 STUBBS                               80.827 METERS 18856     |
 QF0834| QF0815 CUSTOMSHOUSE BLDG IBC                20.136 METERS 21124     |
 QF0834| QF0819 SE CORNER BRICK PIER                 91.972 METERS 31335     |
 QF0834|---------------------------------------------------------------------|
 QF0834
 QF0834                          SUPERSEDED SURVEY CONTROL
 QF0834
 QF0834  NAD 83(1992)-  45 10 10.78355(N)    067 17 46.61449(W) AD(       ) 3
 QF0834  NAD 83(1986)-  45 10 10.78630(N)    067 17 46.61931(W) AD(       ) 3
 QF0834  NAD 27      -  45 10 10.51600(N)    067 17 48.65600(W) AD(       ) 3
 QF0834
 QF0834.Superseded values are not recommended for survey control.
 QF0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0834.See file dsdata.txt to determine how the superseded data were derived.
 QF0834
 QF0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL3388203210(NAD 83)
 QF0834_MARKER: DH = HORIZONTAL CONTROL DISK
 QF0834_SETTING: 0 = UNSPECIFIED SETTING
 QF0834
 QF0834  HISTORY     - Date     Condition        Report By
 QF0834  HISTORY     - 1909     MONUMENTED       IBC
 QF0834  HISTORY     - 1946     POOR             IBC
 QF0834  HISTORY     - 1955     MARK NOT FOUND   IBC
 QF0834
 QF0834                          STATION DESCRIPTION
 QF0834
 QF0834'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JEM)
 QF0834'IN MILLTOWN, ME, JUST BELOW THE US END OF THE HIGHWAY BRIDGE ACROSS
 QF0834'ST CROIX RIVER, ON THE GROUND OF THE CALAIS WATER COMPANY, AT THE
 QF0834'REAR OF THE EMERGENCY PUMP ENGINE HOUSE, ON FILLED GROUND, AND ABOUT 9
 QF0834'METERS FROM A SECTION OF RETAINING WALL THAT RUNS AT RIGHT ANGLES
 QF0834'INLAND FROM THE RIVER WALL AND IS 1.8 METERS AT RIGHT ANGLES FROM THE
 QF0834'RIVER WALL.
 QF0834'
 QF0834'STATION MARK IS A BRONZE DISK IN A DRILL HOLE IN THE TOP OF A
 QF0834'GRANITE POST 6 INCHES SQUARE AND 2 FEET LONG SET FIRMLY IN THE GROUND
 QF0834'WITH ITS TOP ABOUT 1 FOOT BELOW THE SURFACE.  SUBSURACE MARK IS A NAIL
 QF0834'IN THE TOP OF A CONCRETE-FILLED TILE BURIED BENEATH THE GRANITE POST.
 QF0834'A NAIL SET IN THE TOP OF A CONCRETE-FILLED TILE EMBEDDED IN THE
 QF0834'GROUND IS 5.96 METERS FROM THE NW CORNER AND A LITTLE OUTSIDE THE N
 QF0834'LINE OF THE REAR BUILDING OF THE PUMPING STATION, AND IS N 84
 QF0834'47 E, 5.96 METERS DISTANT FROM THE STATION.  A CROSS WITHIN A TRIANGLE
 QF0834'CUT ON THE SURFACE OF AN EXPOSED STONE IS 4.0 METERS S OF THE S RAIL
 QF0834'OF THE M.C.RR., ABOUT 6 METERS W OF THE W RAIL OF THE ELECTRIC
 QF0834'RAILROAD, 10.1 METERS FROM A GRANITE POST AT THE NW CORNER OF THE N
 QF0834'FENCE OF MRS STUBBS PROPERTY ON MAIN STREET, AND S 4 16 W,
 QF0834'45.15 METERS DISTANT FROM THE STATION.  A LIKE MARK CUT IN THE ROCK,
 QF0834'ONE COURSE OF STONES BELOW THE TOP OF THE RETAINING WALL ALONG THE
 QF0834'RIVER, N 62 08 E, 39.24 METERS FROM THE STATION.
 QF0834
 QF0834                          STATION RECOVERY (1946)
 QF0834
 QF0834'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF0834'STATION MAY BE SLIGHTLY OUT OF POSITION DUE TO EROSION AND REFILL.
 QF0834
 QF0834                          STATION RECOVERY (1955)
 QF0834
 QF0834'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF0834'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1981 ***********************************************************************
 PE1981  DESIGNATION -  PUMPKIN ISLAND LIGHTHOUSE
 PE1981  PID         -  PE1981
 PE1981  STATE/COUNTY-  ME/HANCOCK
 PE1981  USGS QUAD   -  SARGENTVILLE (1981)
 PE1981
 PE1981                         *CURRENT SURVEY CONTROL
 PE1981  ___________________________________________________________________
 PE1981* NAD 83(1996)-  44 18 32.99474(N)    068 44 34.34523(W)     ADJUSTED  
 PE1981* NAVD 88     -                                                        
 PE1981  ___________________________________________________________________
 PE1981  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 PE1981  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 PE1981
 PE1981  HORZ ORDER  -  THIRD
 PE1981
 PE1981.The horizontal coordinates were established by classical geodetic methods
 PE1981.and adjusted by the National Geodetic Survey in March 1998..
 PE1981
 PE1981
 PE1981.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1981
 PE1981.The geoid height was determined by GEOID03.
 PE1981
 PE1981;                    North         East     Units Scale Factor Converg.
 PE1981;SPC ME E     -    71,410.850   280,623.402   MT  0.99990462   -0 10 10.8
 PE1981;UTM  19      - 4,906,244.215   520,507.528   MT  0.99960517   +0 10 46.6
 PE1981
 PE1981                          SUPERSEDED SURVEY CONTROL
 PE1981
 PE1981  NAD 83(1992)-  44 18 32.99970(N)    068 44 34.32778(W) AD(       ) 4
 PE1981  NAD 83(1986)-  44 18 33.00182(N)    068 44 34.32956(W) AD(       ) 4
 PE1981  NAD 27      -  44 18 32.71600(N)    068 44 36.24100(W) AD(       ) 3
 PE1981
 PE1981.Superseded values are not recommended for survey control.
 PE1981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1981.See file dsdata.txt to determine how the superseded data were derived.
 PE1981
 PE1981_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK2050806244(NAD 83)
 PE1981
 PE1981  HISTORY     - Date     Condition        Report By
 PE1981  HISTORY     - UNK      MONUMENTED
 PE1981  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE1981  HISTORY     - 1956     SEE DESCRIPTION  CGS
 PE1981  HISTORY     - 1983     GOOD             USPSQD
 PE1981  HISTORY     - 1988     GOOD             USPSQD
 PE1981
 PE1981                          STATION DESCRIPTION
 PE1981
 PE1981'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1981'STATION WAS RECOVERED AND ITS POSITION CHECKED BY NEW
 PE1981'OBSERVATIONS.  LIGHTHOUSE IS A WHITE CYLINDRICAL TOWER ON
 PE1981'PUMPKIN ISLAND AT THE NW END OF EGGEMOGGIN REACH.  THE LIGHT HAS
 PE1981'BEEN ABANDONED AND THE TOWER IS NOW PRIVATELY OWNED.
 PE1981
 PE1981                          STATION RECOVERY (1956)
 PE1981
 PE1981'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 PE1981'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE 1934 RECOVERY
 PE1981'NOTE BY K.G.C. IS ADEQUATE AND COMPLETE.
 PE1981
 PE1981                          STATION RECOVERY (1983)
 PE1981
 PE1981'RECOVERY NOTE BY US POWER SQUADRON 1983 (ELG)
 PE1981'STATION RECOVERED GOOD.
 PE1981'
 PE1981'THE STATION IS WELL MAINTAINED.  THE 1934 AND 1956 RECOVERY NOTES
 PE1981'ARE ADEQUATE AND COMPLETE.  THE STATION IS IN HANCOCK COUNTY.
 PE1981
 PE1981                          STATION RECOVERY (1988)
 PE1981
 PE1981'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE1981'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1193 ***********************************************************************
 OC1193  DESIGNATION -  PUNKY
 OC1193  PID         -  OC1193
 OC1193  STATE/COUNTY-  ME/YORK
 OC1193  USGS QUAD   -  KENNEBUNK (1983)
 OC1193
 OC1193                         *CURRENT SURVEY CONTROL
 OC1193  ___________________________________________________________________
 OC1193* NAD 83(1996)-  43 24 06.60239(N)    070 33 47.89710(W)     ADJUSTED  
 OC1193* NAVD 88     -        35.543  (meters)     116.61   (feet)  ADJUSTED  
 OC1193  ___________________________________________________________________
 OC1193  LAPLACE CORR-           3.41  (seconds)                    DEFLEC99
 OC1193  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 OC1193  DYNAMIC HT  -          35.538 (meters)     116.59  (feet)  COMP
 OC1193  MODELED GRAV-     980,470.8   (mgal)                       NAVD 88
 OC1193
 OC1193  HORZ ORDER  -  SECOND
 OC1193  VERT ORDER  -  SECOND    CLASS I
 OC1193
 OC1193.The horizontal coordinates were established by classical geodetic methods
 OC1193.and adjusted by the National Geodetic Survey in March 1998..
 OC1193
 OC1193.The orthometric height was determined by differential leveling
 OC1193.and adjusted by the National Geodetic Survey in June 1991..
 OC1193
 OC1193.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1193
 OC1193.The geoid height was determined by GEOID03.
 OC1193
 OC1193.The dynamic height is computed by dividing the NAVD 88
 OC1193.geopotential number by the normal gravity value computed on the
 OC1193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1193.degrees latitude (g = 980.6199 gals.).
 OC1193
 OC1193.The modeled gravity was interpolated from observed gravity values.
 OC1193
 OC1193;                    North         East     Units Scale Factor Converg.
 OC1193;SPC ME W     -    63,231.907   867,870.361   MT  0.99997936   -0 16 21.1
 OC1193;UTM  19      - 4,806,626.136   373,410.202   MT  0.99979712   -1 04 27.5
 OC1193
 OC1193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1193!SPC ME W     -   0.99999858  x   0.99997936  =   0.99997794
 OC1193!UTM  19      -   0.99999858  x   0.99979712  =   0.99979570
 OC1193
 OC1193:                Primary Azimuth Mark                     Grid Az
 OC1193:SPC ME W     -  LIMERICK                                 024 03 34.6
 OC1193:UTM  19      -  LIMERICK                                 024 51 41.0
 OC1193
 OC1193|---------------------------------------------------------------------|
 OC1193| PID    Reference Object                     Distance      Geod. Az  |
 OC1193|                                                           dddmmss.s |
 OC1193| OC1189 LIMERICK                            APPROX. 5.1 KM 0234713.5 |
 OC1193| CE8399 PUNKY AZ MK                                        0561400.5 |
 OC1193| OC1194 PUNKY RM 1                           28.055 METERS 07135     |
 OC1193| OC2056 BIDDEFORD POOL MUN TANK             APPROX.15.4 KM 0742446.5 |
 OC1193| OC2020 KENNEBUNKPORT WATER TANK            APPROX.10.2 KM 1094538.7 |
 OC1193| OC2066 KENNEBUNK ORTH CHURCH SPIRE         APPROX. 2.7 KM 1275241.0 |
 OC1193| OC2064 KENNEBUNK MUNICIPAL STANDPIPE       APPROX. 2.5 KM 1510515.2 |
 OC1193| OC2526 SANFORD TV STA WMEG MAST            APPROX.19.6 KM 2745609.6 |
 OC1193| OC2527 SANFORD ATT MICROWAVE               APPROX.19.6 KM 2760900.4 |
 OC1193| OC1195 PUNKY RM 2                           48.556 METERS 33834     |
 OC1193|---------------------------------------------------------------------|
 OC1193
 OC1193                          SUPERSEDED SURVEY CONTROL
 OC1193
 OC1193  NAD 83(1992)-  43 24 06.60110(N)    070 33 47.89818(W) AD(       ) 2
 OC1193  NAD 83(1986)-  43 24 06.60645(N)    070 33 47.90475(W) AD(       ) 2
 OC1193  NAD 27      -  43 24 06.29808(N)    070 33 49.71761(W) AD(       ) 2
 OC1193  NGVD 29 (??/??/92)   35.765  (m)          117.34   (f) ADJ UNCH    2 1
 OC1193
 OC1193.Superseded values are not recommended for survey control.
 OC1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1193.See file dsdata.txt to determine how the superseded data were derived.
 OC1193
 OC1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ7341006626(NAD 83)
 OC1193_MARKER: DD = SURVEY DISK
 OC1193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC1193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OC1193_STAMPING: PUNKY 1974
 OC1193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC1193+STABILITY: SURFACE MOTION
 OC1193
 OC1193  HISTORY     - Date     Condition        Report By
 OC1193  HISTORY     - 1974     MONUMENTED       MEDT
 OC1193  HISTORY     - 1975     GOOD             MEDT
 OC1193
 OC1193                          STATION DESCRIPTION
 OC1193
 OC1193'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 OC1193'0.4 MI SW FROM KENNEBUNK.
 OC1193'ABOUT 0.4 MILES SOUTHWEST ALONG THE MAINE TURNPIKE SOUTHBOUND FROM
 OC1193'TOLL GATE NO. 3 (KENNEBUNK), AND ALSO ABOUT 0.2 MILE NORTHEAST OF THE
 OC1193'MOUSAM RIVER BRIDGE AT THE MAINE TURNPIKE AUTHORITY MAINTENANCE LOT IN
 OC1193'KENNEBUNK.  A DISK SET FLUSH IN THE TOP OF A CYLINDRICAL CONCRETE POST
 OC1193'FLUSH WITH THE GROUND, 241 FEET SOUTHEAST OF THE CENTERLINE OF THE
 OC1193'MAINE TURNPIKE NORTHBOUND, 116 FEET SOUTHEAST OF THE R/W FENCE, 90.5
 OC1193'FEET WEST OF THE WEST CORNER OF THE BRICK BUILDING, 90.0 FEET
 OC1193'SOUTHWEST OF THE SOUTH WEST CORNER OF THE 8-BAY GARAGE, AND 69 FEET
 OC1193'NORTHEAST OF THE WOODS LINE.
 OC1193
 OC1193                          STATION RECOVERY (1975)
 OC1193
 OC1193'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1975 (RCA)
 OC1193'THE STATION IS LOCATED ABOUT 1.6 MILES NORTHWEST OF KENNEBUNK,
 OC1193'1.0 MILES EAST-SOUTHEAST OF WEST KENNEBUNK, 0.2 MILES NORTHEAST
 OC1193'OF THE MOUSAM RIVER AND ON PROPERTY OWNED BY THE MAINE TURNPIKE
 OC1193'AUTHORITY.
 OC1193'
 OC1193'TO REACH THE STATION FROM THE U.S. POST OFFICE IN KENNEBUNK, GO
 OC1193'NORTHWESTERLY FOR 200 FEET TO THE JUNCTION OF U.S. ROUTE 1,
 OC1193'TURN LEFT AND GO SOUTHWEST ON U.S. ROUTE 1 FOR 0.05 MILE TO THE
 OC1193'JUNCTION OF STATE ROUTE 35 (FLETCHER STREET), TURN RIGHT AND GO
 OC1193'NORTHWEST ON STATE ROUTE 35 (FLETCHER STREET) FOR 0.45 MILE TO A
 OC1193'REVERSE-Y INTERSECTION, BEAR RIGHT AND CONTINUE NORTHWEST ON
 OC1193'STATE ROUTE 35 FOR 1.15 MILES TO A CROSSROAD (TO THE RIGHT IS
 OC1193'THE ENTRANCE TO THE MAINE TURNPIKE, TO THE LEFT IS THE
 OC1193'ENTRANCE TO THE MAINE TURNPIKE MAINTENANCE YARD), TURN LEFT AND
 OC1193'GO THROUGH THE GATE (MAY NEED KEY) ON A BLACKTOP ROAD FOR
 OC1193'0.15 MILE BETWEEN THE MAINTENANCE GARAGE AND A METAL
 OC1193'BUILDING TO THE STATION.
 OC1193'
 OC1193'THE STATION IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 OC1193'DISK STAMPED 1974 PUNKY, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OC1193'CONCRETE POST WHICH PROJECTS 1-1/2 INCHES ABOVE THE SURFACE OF
 OC1193'THE GROUND.  THE UNDERGROUND MARK IS A 4-INCH BRASS ROD WITH A
 OC1193'CRIMPED-ON TOP STAMPED PUNKY 1974, SET IN AN IRREGULAR MASS OF
 OC1193'CONCRETE ABOUT 46 INCHES BELOW THE SURFACE OF THE GROUND.  THE
 OC1193'STATION MARK IS 90.8 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST
 OC1193'CORNER OF A METAL BUILDING, 90.8 FEET WEST-NORTHWEST OF THE
 OC1193'SOUTHWEST CORNER OF A BRICK BUILDING, AND MARKED BY TWO METAL
 OC1193'POSTS.
 OC1193'
 OC1193'REFERENCE MARK 1 IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 OC1193'DISK STAMPED RM 1 1974 PUNKY, SET IN THE TOP OF A 12-INCH
 OC1193'CYLINDRICAL CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE
 OC1193'GROUND.  IT IS 4.0 FEET NORTH-NORTHEAST OF THE SOUTHWEST CORNER
 OC1193'OF A BRICK BUILDING, 38.1 FEET SOUTH-SOUTHWEST OF THE NORTHWEST
 OC1193'CORNER OF THE SAME BRICK BUILDING, AND 1 FOOT AWAY FROM THE WALL
 OC1193'OF THE BRICK BUILDING.
 OC1193'
 OC1193'REFERENCE MARK 2 IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 OC1193'DISK STAMPED RM 2 1974 PUNKY, SET IN THE TOP OF A 12-INCH
 OC1193'CYLINDRICAL CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF
 OC1193'THE GROUND.  IT IS 54.3 FEET NORTH-NORTHEAST OF THE SOUTHWEST
 OC1193'CORNER OF A METAL BUILDING, 4.0 FEET WEST OF A NORTH-SOUTH
 OC1193'RIGHT-OF-WAY FENCE, AND IS SET JUST INSIDE A LINE OF PINE TREES.
 OC1193'
 OC1193'THE AZIMUTH MARK IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 OC1193'DISK STAMPED AZI 1974 PUNKY, SET IN THE TOP OF A 12-INCH
 OC1193'CYLINDRICAL CONCRETE POST, WHICH IS FLUSH WITH THE SURFACE OF
 OC1193'THE GROUND.  IT IS SET IN THE TREE LINE 1.8 FEET WEST OF A METAL
 OC1193'WITNESS POST AND SIGN, 2.4 FEET SOUTH OF A POWER POLE NUMBER
 OC1193'706/1, 55.9 FEET SOUTHEAST OF THE WESTERN-MOST GATE POST, AND
 OC1193'18 FEET EAST OF THE CENTERLINE OF THE ENTRANCE.
 OC1193'
 OC1193'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHEAST THROUGH
 OC1193'THE MAINTENANCE YARD FOR 0.15 MILES TO THE MAIN GATE AND THE
 OC1193'AZIMUTH MARK ON THE RIGHT IN THE TREE LINE.
 OC1193'
 OC1193'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1194 ***********************************************************************
 OC1194  DESIGNATION -  PUNKY RM 1
 OC1194  PID         -  OC1194
 OC1194  STATE/COUNTY-  ME/YORK
 OC1194  USGS QUAD   -  KENNEBUNK (1983)
 OC1194
 OC1194                         *CURRENT SURVEY CONTROL
 OC1194  ___________________________________________________________________
 OC1194* NAD 83(1986)-  43 24 05.     (N)    070 33 51.     (W)     SCALED    
 OC1194* NAVD 88     -        35.821  (meters)     117.52   (feet)  ADJUSTED  
 OC1194  ___________________________________________________________________
 OC1194  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 OC1194  DYNAMIC HT  -          35.816 (meters)     117.51  (feet)  COMP
 OC1194  MODELED GRAV-     980,470.6   (mgal)                       NAVD 88
 OC1194
 OC1194  VERT ORDER  -  SECOND    CLASS I
 OC1194
 OC1194.The horizontal coordinates were scaled from a topographic map and have
 OC1194.an estimated accuracy of +/- 6 seconds.
 OC1194
 OC1194.The orthometric height was determined by differential leveling
 OC1194.and adjusted by the National Geodetic Survey in June 1991..
 OC1194
 OC1194.The geoid height was determined by GEOID03.
 OC1194
 OC1194.The dynamic height is computed by dividing the NAVD 88
 OC1194.geopotential number by the normal gravity value computed on the
 OC1194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1194.degrees latitude (g = 980.6199 gals.).
 OC1194
 OC1194.The modeled gravity was interpolated from observed gravity values.
 OC1194
 OC1194;                    North         East    Units  Estimated Accuracy
 OC1194;SPC ME W     -    63,180.      867,800.      MT  (+/- 180 meters Scaled)
 OC1194
 OC1194                          SUPERSEDED SURVEY CONTROL
 OC1194
 OC1194  NGVD 29 (??/??/92)   36.043  (m)          118.25   (f) ADJ UNCH    2 1
 OC1194
 OC1194.Superseded values are not recommended for survey control.
 OC1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1194.See file dsdata.txt to determine how the superseded data were derived.
 OC1194
 OC1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ733065(NAD 83)
 OC1194_MARKER: DD = SURVEY DISK
 OC1194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC1194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OC1194_STAMPING: PUNKY RM-1 1974
 OC1194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC1194+STABILITY: SURFACE MOTION
 OC1194
 OC1194  HISTORY     - Date     Condition        Report By
 OC1194  HISTORY     - 1974     MONUMENTED       MEDT
 OC1194
 OC1194                          STATION DESCRIPTION
 OC1194
 OC1194'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 OC1194'0.4 MI SW FROM KENNEBUNK.
 OC1194'ABOUT 0.4 MILE SOUTHWEST ALONG THE MAINE TURNPIKE SOUTHBOUND FROM TOLL
 OC1194'GATE NO. 3 (KENNEBUNK), AND ALSO ABOUT 0.2 MILE NORTHEAST OF THE
 OC1194'MOUSAM RIVER BRIDGE AT THE MAINE TURNPIKE AUTHORITY MAINTENANCE LOT IN
 OC1194'KENNEBUNK.  A DISK SET FLUSH IN THE TOP OF A CYLINDRICAL CONCRETE
 OC1194'POST, FLUSH WITH THE GROUND, 306 FEET SOUTHEAST OF THE CENTERLINE OF
 OC1194'THE MAINE TURNPIKE NORTHBOUND, 186 FEET SOUTHEAST OF THE WOODS LINE
 OC1194'AND NORTHBOUND R/W FENCE, 94.5 FEET SOUTHEAST OF THE SOUTHWEST CORNER
 OC1194'OF THE 8-BAY GARAGE, 38 FEET SOUTHWEST OF THE NORTHEAST CORNER OF THE
 OC1194'BRICK BUILDING AND 4.0 FEET NORTH OF THE NORTHWEST CORNER OF THE BRICK
 OC1194'BUILDING AND 92.10 FEET EAST OF THE STATION MARK DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1195 ***********************************************************************
 OC1195  DESIGNATION -  PUNKY RM 2
 OC1195  PID         -  OC1195
 OC1195  STATE/COUNTY-  ME/YORK
 OC1195  USGS QUAD   -  KENNEBUNK (1983)
 OC1195
 OC1195                         *CURRENT SURVEY CONTROL
 OC1195  ___________________________________________________________________
 OC1195* NAD 83(1986)-  43 24 05.     (N)    070 33 51.     (W)     SCALED    
 OC1195* NAVD 88     -        36.103  (meters)     118.45   (feet)  ADJUSTED  
 OC1195  ___________________________________________________________________
 OC1195  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 OC1195  DYNAMIC HT  -          36.098 (meters)     118.43  (feet)  COMP
 OC1195  MODELED GRAV-     980,470.6   (mgal)                       NAVD 88
 OC1195
 OC1195  VERT ORDER  -  SECOND    CLASS I
 OC1195
 OC1195.The horizontal coordinates were scaled from a topographic map and have
 OC1195.an estimated accuracy of +/- 6 seconds.
 OC1195
 OC1195.The orthometric height was determined by differential leveling
 OC1195.and adjusted by the National Geodetic Survey in June 1991..
 OC1195
 OC1195.The geoid height was determined by GEOID03.
 OC1195
 OC1195.The dynamic height is computed by dividing the NAVD 88
 OC1195.geopotential number by the normal gravity value computed on the
 OC1195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1195.degrees latitude (g = 980.6199 gals.).
 OC1195
 OC1195.The modeled gravity was interpolated from observed gravity values.
 OC1195
 OC1195;                    North         East    Units  Estimated Accuracy
 OC1195;SPC ME W     -    63,180.      867,800.      MT  (+/- 180 meters Scaled)
 OC1195
 OC1195                          SUPERSEDED SURVEY CONTROL
 OC1195
 OC1195  NGVD 29 (??/??/92)   36.325  (m)          119.18   (f) ADJ UNCH    2 1
 OC1195
 OC1195.Superseded values are not recommended for survey control.
 OC1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1195.See file dsdata.txt to determine how the superseded data were derived.
 OC1195
 OC1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ733065(NAD 83)
 OC1195_MARKER: DD = SURVEY DISK
 OC1195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC1195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OC1195_STAMPING: PUNKY RM-2 1974
 OC1195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC1195+STABILITY: SURFACE MOTION
 OC1195
 OC1195  HISTORY     - Date     Condition        Report By
 OC1195  HISTORY     - 1974     MONUMENTED       MEDT
 OC1195
 OC1195                          STATION DESCRIPTION
 OC1195
 OC1195'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1974
 OC1195'0.4 MI SW FROM KENNEBUNK.
 OC1195'ABOUT 0.4 MILE SOUTHWEST ALONG THE MAINE TURNPIKE SOUTHBOUND FROM TOLL
 OC1195'GATE NO. 3 (KENNEBUNK), AND ALSO ABOUT 0.2 MILE NORTHEAST OF THE
 OC1195'MOUSAM RIVER BRIDGE AT THE MAINE TURNPIKE AUTHORITY MAINTENANCE LOT IN
 OC1195'KENNEBUNK.  A DISK SET FLUSH IN A CYLINDRICAL CONCRETE POST, FLUSH
 OC1195'WITH THE GROUND, 125 FEET SOUTHEAST OF THE CENTERLINE OF THE MAINE
 OC1195'TURNPIKE NORTHBOUND, 126 FEET WEST OF THE NORTHEAST CORNER OF THE
 OC1195'8-BAY GARAGE, 54 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE 8-BAY
 OC1195'GARAGE, 4 FEET SOUTHEAST OF THE R/W FENCE AND 160.00 FEET NORTHWEST OF
 OC1195'THE STATION MARK DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0658 ***********************************************************************
 PD0658  DESIGNATION -  PUNY
 PD0658  PID         -  PD0658
 PD0658  STATE/COUNTY-  ME/WASHINGTON
 PD0658  USGS QUAD   -  WEST LUBEC (1975)
 PD0658
 PD0658                         *CURRENT SURVEY CONTROL
 PD0658  ___________________________________________________________________
 PD0658* NAD 83(1996)-  44 50 38.16248(N)    067 02 31.15732(W)     ADJUSTED  
 PD0658* NAVD 88     -         4.0    (meters)      13.     (feet)  VERTCON   
 PD0658  ___________________________________________________________________
 PD0658  LAPLACE CORR-           3.17  (seconds)                    DEFLEC99
 PD0658  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 PD0658
 PD0658  HORZ ORDER  -  THIRD
 PD0658
 PD0658.The horizontal coordinates were established by classical geodetic methods
 PD0658.and adjusted by the National Geodetic Survey in March 1998..
 PD0658
 PD0658.The NAVD 88 height was computed by applying the VERTCON shift value to
 PD0658.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PD0658
 PD0658.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0658
 PD0658.The geoid height was determined by GEOID03.
 PD0658
 PD0658;                    North         East     Units Scale Factor Converg.
 PD0658;SPC ME E     -   131,835.871   415,259.834   MT  1.00006331   +1 01 41.8
 PD0658;UTM  19      - 4,967,478.558   654,739.857   MT  0.99989444   +1 22 51.7
 PD0658
 PD0658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0658!SPC ME E     -   1.00000288  x   1.00006331  =   1.00006619
 PD0658!UTM  19      -   1.00000288  x   0.99989444  =   0.99989732
 PD0658
 PD0658                          SUPERSEDED SURVEY CONTROL
 PD0658
 PD0658  NAD 83(1992)-  44 50 38.15260(N)    067 02 31.15937(W) AD(       ) 3
 PD0658  NAD 83(1986)-  44 50 38.15046(N)    067 02 31.15827(W) AD(       ) 3
 PD0658  NGVD 29 (09/20/87)    4.2    (m)           14.     (f) VERT ANG       
 PD0658
 PD0658.Superseded values are not recommended for survey control.
 PD0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0658.See file dsdata.txt to determine how the superseded data were derived.
 PD0658
 PD0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5474067479(NAD 83)
 PD0658_MARKER: DD = SURVEY DISK
 PD0658_SETTING: 66 = SET IN ROCK OUTCROP
 PD0658_SP_SET: SET IN A ROCK LEDGE
 PD0658_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0658_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0658+STABILITY: POSITION/ELEVATION WELL
 PD0658
 PD0658  HISTORY     - Date     Condition        Report By
 PD0658  HISTORY     - 1986     MONUMENTED       NOS
 PD0658
 PD0658                          STATION DESCRIPTION
 PD0658
 PD0658'DESCRIBED BY NATIONAL OCEAN SERVICE 1986 (JGF)
 PD0658'THE STATION IS LOCATED NEAR THE SOUTH END OF SOUTH BAY ON A BALD
 PD0658'UNNAMED ISLAND APPROXIMATELY 100 METERS (328.00 FT) SE OF SCRUB
 PD0658'ISLAND.
 PD0658'
 PD0658'THE STATION WAS REACHED BY BOAT.
 PD0658'
 PD0658'THE STATION IS A BRONZE DISK STAMPED---PUNY 1986---,CEMENTED IN A
 PD0658'DRILL HOLE IN A ROCK LEDGE APPROXIMATELY 1.21 METERS (4 FT) ABOVE
 PD0658'HIGH WATER AND .61 METERS (2 FT) SW FROM THE EDGE OF JUNIPER GROWING
 PD0658'FLAT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0564 ***********************************************************************
 PE0564  DESIGNATION -  PUSHAW
 PE0564  PID         -  PE0564
 PE0564  STATE/COUNTY-  ME/PENOBSCOT
 PE0564  USGS QUAD   -  OLD TOWN (1988)
 PE0564
 PE0564                         *CURRENT SURVEY CONTROL
 PE0564  ___________________________________________________________________
 PE0564* NAD 83(1996)-  44 56 36.80508(N)    068 42 04.07985(W)     ADJUSTED  
 PE0564* NAVD 88     -        49.012  (meters)     160.80   (feet)  ADJUSTED  
 PE0564  ___________________________________________________________________
 PE0564  LAPLACE CORR-           2.19  (seconds)                    DEFLEC99
 PE0564  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 PE0564  DYNAMIC HT  -          49.011 (meters)     160.80  (feet)  COMP
 PE0564  MODELED GRAV-     980,597.1   (mgal)                       NAVD 88
 PE0564
 PE0564  HORZ ORDER  -  SECOND
 PE0564  VERT ORDER  -  SECOND    CLASS 0
 PE0564
 PE0564.The horizontal coordinates were established by classical geodetic methods
 PE0564.and adjusted by the National Geodetic Survey in March 1998..
 PE0564
 PE0564.The orthometric height was determined by differential leveling
 PE0564.and adjusted by the National Geodetic Survey in June 1991..
 PE0564
 PE0564.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE0564
 PE0564.The geoid height was determined by GEOID03.
 PE0564
 PE0564.The dynamic height is computed by dividing the NAVD 88
 PE0564.geopotential number by the normal gravity value computed on the
 PE0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0564.degrees latitude (g = 980.6199 gals.).
 PE0564
 PE0564.The modeled gravity was interpolated from observed gravity values.
 PE0564
 PE0564;                    North         East     Units Scale Factor Converg.
 PE0564;SPC ME E     -   141,891.246   284,127.301   MT  0.99990310   -0 08 31.5
 PE0564;UTM  19      - 4,976,723.766   523,578.384   MT  0.99960684   +0 12 40.0
 PE0564
 PE0564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE0564!SPC ME E     -   0.99999618  x   0.99990310  =   0.99989928
 PE0564!UTM  19      -   0.99999618  x   0.99960684  =   0.99960302
 PE0564
 PE0564|---------------------------------------------------------------------|
 PE0564| PID    Reference Object                     Distance      Geod. Az  |
 PE0564|                                                           dddmmss.s |
 PE0564| PE0565 PUSHAW RM 1                          20.743 METERS 04325     |
 PE0564| PE0563 PUSHAW AZ MK                                       1384157.0 |
 PE0564| PE0566 PUSHAW RM 2                          26.052 METERS 33848     |
 PE0564|---------------------------------------------------------------------|
 PE0564
 PE0564                          SUPERSEDED SURVEY CONTROL
 PE0564
 PE0564  NAD 83(1992)-  44 56 36.80390(N)    068 42 04.07928(W) AD(       ) 2
 PE0564  NAD 83(1986)-  44 56 36.80640(N)    068 42 04.07839(W) AD(       ) 2
 PE0564  NAD 27      -  44 56 36.55190(N)    068 42 05.95230(W) AD(       ) 2
 PE0564  NGVD 29 (??/??/92)   49.221  (m)          161.49   (f) ADJ UNCH    2 0
 PE0564
 PE0564.Superseded values are not recommended for survey control.
 PE0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0564.See file dsdata.txt to determine how the superseded data were derived.
 PE0564
 PE0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK2357876724(NAD 83)
 PE0564_MARKER: DS = TRIANGULATION STATION DISK
 PE0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0564_STAMPING: PUSHAW 1958
 PE0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0564+STABILITY: SURFACE MOTION
 PE0564
 PE0564  HISTORY     - Date     Condition        Report By
 PE0564  HISTORY     - 1958     MONUMENTED       CGS
 PE0564  HISTORY     - 1958     GOOD             CGS
 PE0564  HISTORY     - 1970     SEE DESCRIPTION  MEDT
 PE0564  HISTORY     - 1970     SEE DESCRIPTION  NGS
 PE0564
 PE0564                          STATION DESCRIPTION
 PE0564
 PE0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 PE0564'STATION IS LOCATED ABOUT 2-3/4 MILES WEST-NORTHWEST OF OLD TOWN,
 PE0564'2-1/2 MILES NORTH-NORTHWEST OF STILLWATER, 0.05 MILE WEST OF
 PE0564'STILLWATER RIVER AND ON WEST SIDE OF STATE HIGHWAY 16.  STATION
 PE0564'IS 29 FEET WEST OF CENTERLINE OF STATE HIGHWAY 16 AND 31 FEET
 PE0564'SOUTH OF THE SOUTH END OF GUARD RAIL.  MARK IS SET FLUSH AND THE
 PE0564'DISK IS STAMPED PUSHAW 1958.
 PE0564'
 PE0564'REFERENCE MARK NO. 1 IS 36-1/2 FEET EAST OF CENTERLINE OF STATE
 PE0564'HIGHWAY 16 AND 73 FEET NORTHWEST OF NORTHWEST CORNER OF
 PE0564'BUILDING.  MARK IS SET FLUSH AND THE DISK IS STAMPED PUSHAW
 PE0564'NO. 1 1958.
 PE0564'
 PE0564'REFERENCE MARK NO. 2 IS 2 FEET WEST OF GUARD RAIL AND 19 FEET
 PE0564'WEST OF CENTERLINE OF STATE HIGHWAY 16.  MARK IS SET PROJECTING
 PE0564'1 INCH ABOVE THE GROUND AND THE DISK IS STAMPED PUSHAW NO. 2 1958.
 PE0564'
 PE0564'AZIMUTH MARK IS REACHED BY GOING SOUTH ON STATE HIGHWAY 16 FOR
 PE0564'0.4 MILE TO MARK ON RIGHT AS DESCRIBED.  MARK IS 18 FEET WEST OF
 PE0564'CENTERLINE OF ROAD, 3 FEET NORTH OF WITNESS POST AND 7 FEET
 PE0564'NORTH OF POWER LINE UTILITY POLE NO. BHE 01134.  MARK PROJECTS
 PE0564'ABOUT 2 INCHES AND THE DISK IS STAMPED PUSHAW 1958.
 PE0564'
 PE0564'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 2 AND STATE HIGHWAY
 PE0564'43 IN OLD TOWN, GO NORTH AND WESTERLY ON STATE HIGHWAY 43 FOR
 PE0564'2.95 MILES TO BRIDGE OVER THE STILLWATER RIVER, CONTINUE STRAIGHT
 PE0564'AHEAD FOR 0.15 MILE TO JUNCTION OF STATE HIGHWAY 43 AND 16.  TURN
 PE0564'LEFT AND GO SOUTH ON STATE HIGHWAY 16 FOR 0.7 MILE TO END OF
 PE0564'GUARD RAIL ON RIGHT AND STATION ON RIGHT AS DESCRIBED.
 PE0564'
 PE0564'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 PE0564
 PE0564                          STATION RECOVERY (1958)
 PE0564
 PE0564'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 PE0564'4.6 MI N FROM ORONO.
 PE0564'4.55 MILES NORTH ALONG STATE HIGHWAY 16 FROM THE POST OFFICE AT
 PE0564'ORONO, AT THE SOUTH END OF A FILL, ABOUT 0.4 MILES SOUTH OF A
 PE0564'GRAVEL ROAD EAST AND A GRAVEL PIT WEST OF THE ROAD, 29 1/2 FEET
 PE0564'WEST OF THE CENTER LINE OF THE HIGHWAY, 31 FEET SOUTH-SOUTHWEST
 PE0564'OF THE SOUTH END OF A GUARD RAIL, 114 FEET NORTHWEST OF THE
 PE0564'NORTHWEST CORNER OF A CEMENT BLOCK BUILDING, 31 FEET
 PE0564'SOUTH-SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 PE0564'HIGHWAY, SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 PE0564'NOTE-- THE MARK MAY BE REACHED FROM OLD TOWN, PENOBSCOT COUNTY,
 PE0564'BY GOING NORTHWEST ALONG STATE HIGHWAY 43 FOR 2.95 MILES FROM
 PE0564'ITS JUNCTION WITH U.S. HIGHWAY 2, THENCE 0.65 MILES SOUTH ALONG
 PE0564'STATE HIGHWAY 16.
 PE0564
 PE0564                          STATION RECOVERY (1970)
 PE0564
 PE0564'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1970 (HKS)
 PE0564'PUSHAW DESTROYED 1965 BY CONSTRUCTION
 PE0564
 PE0564                          STATION RECOVERY (1970)
 PE0564
 PE0564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 PE0564'STATION IS DESTROYED.  THE ENTIRE GRAVEL HILL ON WHICH STATION WAS
 PE0564'LOCATED HAS BEEN REMOVED, AND STATION MARK AND BOTH REFERENCE MARKS
 PE0564'ARE GONE.  THE AZIMUTH MARK COULD NOT BE FOUND, AND IS BELIEVED
 PE0564'TO HAVE BEEN DESTROYED BY REALIGNMENT OF STATE HIGHWAY 16.
 PE0564'
 PE0564'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PE0564'2-3/4 MILES WNW OF OLD TOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0563 ***********************************************************************
 PE0563  DESIGNATION -  PUSHAW AZ MK
 PE0563  PID         -  PE0563
 PE0563  STATE/COUNTY-  ME/PENOBSCOT
 PE0563  USGS QUAD   -  OLD TOWN (1988)
 PE0563
 PE0563                         *CURRENT SURVEY CONTROL
 PE0563  ___________________________________________________________________
 PE0563* NAD 83(1986)-  44 56 24.     (N)    068 41 49.     (W)     SCALED    
 PE0563* NAVD 88     -        43.841  (meters)     143.84   (feet)  ADJUSTED  
 PE0563  ___________________________________________________________________
 PE0563  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 PE0563  DYNAMIC HT  -          43.840 (meters)     143.83  (feet)  COMP
 PE0563  MODELED GRAV-     980,596.7   (mgal)                       NAVD 88
 PE0563
 PE0563  VERT ORDER  -  SECOND    CLASS 0
 PE0563
 PE0563.The horizontal coordinates were scaled from a topographic map and have
 PE0563.an estimated accuracy of +/- 6 seconds.
 PE0563
 PE0563.The orthometric height was determined by differential leveling
 PE0563.and adjusted by the National Geodetic Survey in June 1991..
 PE0563
 PE0563.The geoid height was determined by GEOID03.
 PE0563
 PE0563.The dynamic height is computed by dividing the NAVD 88
 PE0563.geopotential number by the normal gravity value computed on the
 PE0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0563.degrees latitude (g = 980.6199 gals.).
 PE0563
 PE0563.The modeled gravity was interpolated from observed gravity values.
 PE0563
 PE0563;                    North         East    Units  Estimated Accuracy
 PE0563;SPC ME E     -   141,500.      284,460.      MT  (+/- 180 meters Scaled)
 PE0563
 PE0563                          SUPERSEDED SURVEY CONTROL
 PE0563
 PE0563  NGVD 29 (??/??/92)   44.050  (m)          144.52   (f) ADJ UNCH    2 0
 PE0563
 PE0563.Superseded values are not recommended for survey control.
 PE0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0563.See file dsdata.txt to determine how the superseded data were derived.
 PE0563
 PE0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK239763(NAD 83)
 PE0563_MARKER: DZ = AZIMUTH MARK DISK
 PE0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0563_STAMPING: PUSHAW 1958
 PE0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0563+STABILITY: SURFACE MOTION
 PE0563
 PE0563  HISTORY     - Date     Condition        Report By
 PE0563  HISTORY     - 1958     MONUMENTED       CGS
 PE0563
 PE0563                          STATION DESCRIPTION
 PE0563
 PE0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0563'4.2 MI N FROM ORONO.
 PE0563'4.15 MILES NORTH ALONG STATE HIGHWAY 16 FROM THE POST OFFICE AT
 PE0563'ORONO, AT THE JUNCTION OF DRIVES WEST AND EAST TO HOUSES, 17
 PE0563'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 109 FEET NORTH OF
 PE0563'THE CENTER LINE OF THE DRIVE WEST, 110 FEET NORTH-NORTHWEST OF
 PE0563'THE CENTER LINE OF THE JUNCTION OF THE DRIVE WEST, 45 FEET
 PE0563'NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE, 6 FEET NORTH OF
 PE0563'POWER POLE 6-81C, 3 FEET NORTH OF A METAL WITNESS POST, ABOUT
 PE0563'2 FEET ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A
 PE0563'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0565 ***********************************************************************
 PE0565  DESIGNATION -  PUSHAW RM 1
 PE0565  PID         -  PE0565
 PE0565  STATE/COUNTY-  ME/PENOBSCOT
 PE0565  USGS QUAD   -  OLD TOWN (1988)
 PE0565
 PE0565                         *CURRENT SURVEY CONTROL
 PE0565  ___________________________________________________________________
 PE0565* NAD 83(1986)-  44 56 36.     (N)    068 42 03.     (W)     SCALED    
 PE0565* NAVD 88     -        49.421  (meters)     162.14   (feet)  ADJUSTED  
 PE0565  ___________________________________________________________________
 PE0565  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 PE0565  DYNAMIC HT  -          49.420 (meters)     162.14  (feet)  COMP
 PE0565  MODELED GRAV-     980,597.1   (mgal)                       NAVD 88
 PE0565
 PE0565  VERT ORDER  -  SECOND    CLASS 0
 PE0565
 PE0565.The horizontal coordinates were scaled from a topographic map and have
 PE0565.an estimated accuracy of +/- 6 seconds.
 PE0565
 PE0565.The orthometric height was determined by differential leveling
 PE0565.and adjusted by the National Geodetic Survey in June 1991..
 PE0565
 PE0565.The geoid height was determined by GEOID03.
 PE0565
 PE0565.The dynamic height is computed by dividing the NAVD 88
 PE0565.geopotential number by the normal gravity value computed on the
 PE0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0565.degrees latitude (g = 980.6199 gals.).
 PE0565
 PE0565.The modeled gravity was interpolated from observed gravity values.
 PE0565
 PE0565;                    North         East    Units  Estimated Accuracy
 PE0565;SPC ME E     -   141,870.      284,150.      MT  (+/- 180 meters Scaled)
 PE0565
 PE0565                          SUPERSEDED SURVEY CONTROL
 PE0565
 PE0565  NGVD 29 (??/??/92)   49.630  (m)          162.83   (f) ADJ UNCH    2 0
 PE0565
 PE0565.Superseded values are not recommended for survey control.
 PE0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0565.See file dsdata.txt to determine how the superseded data were derived.
 PE0565
 PE0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK236766(NAD 83)
 PE0565_MARKER: DR = REFERENCE MARK DISK
 PE0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0565_STAMPING: PUSHAW NO 1 1958
 PE0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0565+STABILITY: SURFACE MOTION
 PE0565
 PE0565  HISTORY     - Date     Condition        Report By
 PE0565  HISTORY     - 1958     MONUMENTED       CGS
 PE0565
 PE0565                          STATION DESCRIPTION
 PE0565
 PE0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0565'4.6 MI N FROM ORONO.
 PE0565'4.55 MILES NORTH ALONG STATE HIGHWAY 16 FROM THE POST OFFICE AT
 PE0565'ORONO, 36 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 54 FEET
 PE0565'EAST-SOUTHEAST AND ACROSS THE HIGHWAY FROM THE SOUTH END OF GUARD
 PE0565'RAIL, 94.6 FEET NORTH OF THE NORTHWEST CORNER OF A CONCRETE
 PE0565'BLOCK BUILDING, 68.3 FEET EAST-NORTHEAST OF TRIANGULATION
 PE0565'STATION PUSHAW, 54 FEET EAST-SOUTHEAST OF A METAL WITNESS POST,
 PE0565'ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF
 PE0565'A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0566 ***********************************************************************
 PE0566  DESIGNATION -  PUSHAW RM 2
 PE0566  PID         -  PE0566
 PE0566  STATE/COUNTY-  ME/PENOBSCOT
 PE0566  USGS QUAD   -  OLD TOWN (1988)
 PE0566
 PE0566                         *CURRENT SURVEY CONTROL
 PE0566  ___________________________________________________________________
 PE0566* NAD 83(1986)-  44 56 36.     (N)    068 42 03.     (W)     SCALED    
 PE0566* NAVD 88     -        49.165  (meters)     161.30   (feet)  ADJUSTED  
 PE0566  ___________________________________________________________________
 PE0566  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 PE0566  DYNAMIC HT  -          49.164 (meters)     161.30  (feet)  COMP
 PE0566  MODELED GRAV-     980,597.1   (mgal)                       NAVD 88
 PE0566
 PE0566  VERT ORDER  -  SECOND    CLASS 0
 PE0566
 PE0566.The horizontal coordinates were scaled from a topographic map and have
 PE0566.an estimated accuracy of +/- 6 seconds.
 PE0566
 PE0566.The orthometric height was determined by differential leveling
 PE0566.and adjusted by the National Geodetic Survey in June 1991..
 PE0566
 PE0566.The geoid height was determined by GEOID03.
 PE0566
 PE0566.The dynamic height is computed by dividing the NAVD 88
 PE0566.geopotential number by the normal gravity value computed on the
 PE0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0566.degrees latitude (g = 980.6199 gals.).
 PE0566
 PE0566.The modeled gravity was interpolated from observed gravity values.
 PE0566
 PE0566;                    North         East    Units  Estimated Accuracy
 PE0566;SPC ME E     -   141,870.      284,150.      MT  (+/- 180 meters Scaled)
 PE0566
 PE0566                          SUPERSEDED SURVEY CONTROL
 PE0566
 PE0566  NGVD 29 (??/??/92)   49.374  (m)          161.99   (f) ADJ UNCH    2 0
 PE0566
 PE0566.Superseded values are not recommended for survey control.
 PE0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0566.See file dsdata.txt to determine how the superseded data were derived.
 PE0566
 PE0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK236766(NAD 83)
 PE0566_MARKER: DR = REFERENCE MARK DISK
 PE0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0566_STAMPING: PUSHAW NO 2 1958
 PE0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0566+STABILITY: SURFACE MOTION
 PE0566
 PE0566  HISTORY     - Date     Condition        Report By
 PE0566  HISTORY     - 1958     MONUMENTED       CGS
 PE0566
 PE0566                          STATION DESCRIPTION
 PE0566
 PE0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0566'4.6 MI N FROM ORONO.
 PE0566'4.55 MILES NORTH ALONG STATE HIGHWAY 16 FROM THE POST OFFICE AT
 PE0566'ORONO, 18.9 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 2 FEET
 PE0566'WEST OF THE GUARD RAIL, 56 FEET NORTH OF THE SOUTH END OF THE
 PE0566'GUARD RAIL, 174 FEET NORTH-NORTHWEST OF A CEMENT BLOCK BUILDING,
 PE0566'86.0 FEET NORTH OF TRIANGULATION STATION PUSHAW, 56 FEET NORTH
 PE0566'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, SET IN
 PE0566'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1178 ***********************************************************************
 PF1178  DESIGNATION -  PUZZLE
 PF1178  PID         -  PF1178
 PF1178  STATE/COUNTY-  ME/OXFORD
 PF1178  USGS QUAD   -  PUZZLE MOUNTAIN (1984)
 PF1178
 PF1178                         *CURRENT SURVEY CONTROL
 PF1178  ___________________________________________________________________
 PF1178* NAD 83(1996)-  44 32 39.01022(N)    070 47 37.91905(W)     ADJUSTED  
 PF1178* NAVD 88     -       937.8    (meters)    3077.     (feet)  VERTCON   
 PF1178  ___________________________________________________________________
 PF1178  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 PF1178  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 PF1178
 PF1178  HORZ ORDER  -  THIRD
 PF1178
 PF1178.The horizontal coordinates were established by classical geodetic methods
 PF1178.and adjusted by the National Geodetic Survey in March 1998..
 PF1178
 PF1178.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF1178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF1178
 PF1178.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1178
 PF1178.The geoid height was determined by GEOID03.
 PF1178
 PF1178;                    North         East     Units Scale Factor Converg.
 PF1178;SPC ME W     -   190,269.483   850,158.397   MT  0.99999720   -0 26 23.9
 PF1178;SPC NH       -   227,476.215   369,358.732   MT  1.00002580   +0 36 44.1
 PF1178;SPC NH       -   746,311.55  1,211,804.44   sFT  1.00002580   +0 36 44.1
 PF1178;UTM  19      - 4,933,880.495   357,498.958   MT  0.99984972   -1 15 30.7
 PF1178
 PF1178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1178!SPC ME W     -   0.99985711  x   0.99999720  =   0.99985431
 PF1178!SPC NH       -   0.99985711  x   1.00002580  =   0.99988291
 PF1178!UTM  19      -   0.99985711  x   0.99984972  =   0.99970686
 PF1178
 PF1178|---------------------------------------------------------------------|
 PF1178| PID    Reference Object                     Distance      Geod. Az  |
 PF1178|                                                           dddmmss.s |
 PF1178| CE8650 PUZZLE RM 2                           5.020 METERS 10109     |
 PF1178| PF1179 OLD SPECK MTN                       APPROX.13.0 KM 2831039.4 |
 PF1178| CE8649 PUZZLE RM 1                           8.048 METERS 35628     |
 PF1178|---------------------------------------------------------------------|
 PF1178
 PF1178                          SUPERSEDED SURVEY CONTROL
 PF1178
 PF1178  NAD 83(1992)-  44 32 39.01060(N)    070 47 37.92075(W) AD(       ) 3
 PF1178  NAD 83(1992)-  44 32 39.01157(N)    070 47 37.91682(W) AD(       ) 3
 PF1178  NAD 83(1986)-  44 32 39.01606(N)    070 47 37.92532(W) AD(       ) 3
 PF1178  NAD 27      -  44 32 38.80250(N)    070 47 39.65240(W) AD(       ) 3
 PF1178  NGVD 29 (07/19/86)  937.9    (m)         3077.     (f) VERT ANG       
 PF1178
 PF1178.Superseded values are not recommended for survey control.
 PF1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1178.See file dsdata.txt to determine how the superseded data were derived.
 PF1178
 PF1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK5749933880(NAD 83)
 PF1178_MARKER: Z = SEE DESCRIPTION
 PF1178_SETTING: 0 = UNSPECIFIED SETTING
 PF1178
 PF1178  HISTORY     - Date     Condition        Report By
 PF1178  HISTORY     - 1959     MONUMENTED       CGS
 PF1178
 PF1178                          STATION DESCRIPTION
 PF1178
 PF1178'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (HRL)
 PF1178'STATION IS LOCATED ABOUT 9-1/2 MILES NORTH OF BETHEL, ABOUT 12
 PF1178'1/2 MILES WEST OF RUMFORD, ABOUT 3 MILES EAST OF BEAR RIVER AND
 PF1178'ON PUZZLE MOUNTAIN.  STATION IS 29 FEET WEST OF A ROCK LEDGE, 17
 PF1178'FEET NORTHWEST OF A ROCK CAIRN AND 12 FEET EAST OF A ROCK
 PF1178'LEDGE.  STATION IS MARKED BY A STANDARD DISK CEMENTED FLUSH IN A
 PF1178'DRILL HOLE IN ROCK LEDGE AND THE DISK IS STAMPED PUZZLE 1959.
 PF1178'
 PF1178'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND STATE
 PF1178'HIGHWAY 26, ABOUT 6-1/4 MILES NORTH OF BETHEL, GO NORTH ON STATE
 PF1178'HIGHWAY 26 FOR 3.4 MILES TO THE NEWRY POST OFFICE ON THE
 PF1178'RIGHT.  CONTINUE NORTHERLY ON STATE HIGHWAY 26 FOR 2.2 MILES TO A
 PF1178'SIDE ROAD RIGHT.  TURN RIGHT AND GO EASTERLY ON GRAVEL ROAD FOR
 PF1178'0.3 MILE TO A WOODEN BRIDGE.  CROSS BRIDGE AND CONTINUE EAST FOR
 PF1178'0.1 MILE TO AN OLD LOGGING ROAD ON THE RIGHT, AT THE WEST EDGE
 PF1178'OF YARD OF A GREEN HOUSE, AND END OF TRUCK TRAVEL.  PACK
 PF1178'SOUTHERLY ON LOGGING ROAD FOR ABOUT 0.5 MILE TO THE END OF
 PF1178'ROAD AT GAP IN OLD FENCE.  PACK EAST AND SOUTHEAST FOLLOWING
 PF1178'BLAZED TREES TO A ROCK CAIRN AND STATION AS DESCRIBED.
 PF1178'
 PF1178'THIS IS A HARD FOUR HOUR PACK DUE TO LOW UNDERBRUSH AND STEEP
 PF1178'ROCK SLOPES.
 PF1178'
 PF1178'THE CAIRN MENTIONED ABOVE IS THE USGS STATION PUZZLE.
 PF1178'
 PF1178'REFERENCE MARK NO. 1 IS 37.5 FEET NORTHEAST OF ROCK CAIRN AND
 PF1178'29 FEET SOUTH OF ROCK LEDGE.  THE MARK IS A STANDARD DISK
 PF1178'CEMENTED FLUSH IN A DRILL HOLE IN ROCK AND THE DISK IS STAMPED
 PF1178'PUZZLE NO 1 1959.
 PF1178'
 PF1178'REFERENCE MARK NO. 2 IS 17 FEET WEST OF ROCK LEDGE, 11 FEET EAST
 PF1178'OF ROCK LEDGE AND 2.5 FEET NORTHEAST OF A ROCK CAIRN.  THE MARK
 PF1178'IS A STANDARD DISK CEMENTED FLUSH IN A DRILL HOLE IN ROCK AND THE
 PF1178'DISK IS STAMPED PUZZLE NO 2 1959.
 PF1178'
 PF1178'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB2667 ***********************************************************************
 AB2667  SACS        -  This is a Secondary Airport Control Station.
 AB2667  DESIGNATION -  PWM C
 AB2667  PID         -  AB2667
 AB2667  STATE/COUNTY-  ME/CUMBERLAND
 AB2667  USGS QUAD   -  PORTLAND WEST (1978)
 AB2667
 AB2667                         *CURRENT SURVEY CONTROL
 AB2667  ___________________________________________________________________
 AB2667* NAD 83(1996)-  43 38 50.20717(N)    070 18 22.04359(W)     ADJUSTED  
 AB2667* NAVD 88     -        15.85   (meters)      52.0    (feet)  GPS OBS   
 AB2667  ___________________________________________________________________
 AB2667  X           -   1,557,793.373 (meters)                     COMP
 AB2667  Y           -  -4,352,213.679 (meters)                     COMP
 AB2667  Z           -   4,379,809.658 (meters)                     COMP
 AB2667  LAPLACE CORR-           3.47  (seconds)                    DEFLEC99
 AB2667  ELLIP HEIGHT-         -10.40  (meters)          (01/07/02) GPS OBS
 AB2667  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 AB2667
 AB2667  HORZ ORDER  -  FIRST
 AB2667  ELLP ORDER  -  FIFTH     CLASS I
 AB2667
 AB2667.This mark is at Portland Intl Jetport  (PWM)
 AB2667
 AB2667.The horizontal coordinates were established by GPS observations
 AB2667.and adjusted by the National Geodetic Survey in July 1997..
 AB2667
 AB2667.The orthometric height was determined by GPS observations and a
 AB2667.high-resolution geoid model.
 AB2667
 AB2667.GPS derived orthometric heights for airport stations designated as
 AB2667.PACS or SACS are published to 2 decimal places.  This maintains
 AB2667.centimeter relative accuracy between the PACS and SACS.  It does
 AB2667.not indicate centimeter accuracy relative to other marks which are
 AB2667.part of the NAVD 88 network.
 AB2667
 AB2667.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2667
 AB2667.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2667
 AB2667.The ellipsoidal height was determined by GPS observations
 AB2667.and is referenced to NAD 83.
 AB2667
 AB2667.The geoid height was determined by GEOID03.
 AB2667
 AB2667;                    North         East     Units Scale Factor Converg.
 AB2667;SPC ME W     -    90,433.786   888,749.045   MT  0.99996822   -0 05 46.5
 AB2667;UTM  19      - 4,833,526.964   394,663.915   MT  0.99973648   -0 54 05.7
 AB2667
 AB2667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2667!SPC ME W     -   1.00000163  x   0.99996822  =   0.99996985
 AB2667!UTM  19      -   1.00000163  x   0.99973648  =   0.99973811
 AB2667
 AB2667                          SUPERSEDED SURVEY CONTROL
 AB2667
 AB2667  ELLIP H (07/24/97)  -10.42   (m)                       GP(       ) 1 1
 AB2667  NAD 83(1992)-  43 38 50.20729(N)    070 18 22.04262(W) AD(1995.00) 1
 AB2667  ELLIP H (04/19/96)  -10.41   (m)                       GP(1995.00) 3 1
 AB2667
 AB2667.Superseded values are not recommended for survey control.
 AB2667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2667.See file dsdata.txt to determine how the superseded data were derived.
 AB2667
 AB2667_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9466433527(NAD 83)
 AB2667_MARKER: DD = SURVEY DISK
 AB2667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2667_STAMPING: PWM C 1991
 AB2667_MARK LOGO: NOS   
 AB2667_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2667+STABILITY: SURFACE MOTION
 AB2667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2667+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1996
 AB2667
 AB2667  HISTORY     - Date     Condition        Report By
 AB2667  HISTORY     - 1991     MONUMENTED       NOS
 AB2667  HISTORY     - 19910704 GOOD             NOS
 AB2667  HISTORY     - 19951006 GOOD             CHANCE
 AB2667  HISTORY     - 19960710 GOOD             NGS
 AB2667
 AB2667                          STATION DESCRIPTION
 AB2667
 AB2667'DESCRIBED BY NATIONAL OCEAN SERVICE 1991
 AB2667'THE STATION IS LOCATED AT THE PORTLAND INTERNATIONAL JETPORT IN THE
 AB2667'GRASS AREA INSIDE THE SEGMENTED CIRCLE OF THE MIDFIELD WINDSOCK.  THE
 AB2667'STATION IS A STANDARD NOS DISK STAMPED PWM C 1991 AND SET IN THE TOP
 AB2667'OF A CONCRETE MONUMENT.  THE STATION IS LOCATED 28.6 FT (8.7 M) EAST
 AB2667'OF THE CENTER OF THE WINDSOCK AND 22.0 FT (6.7 M) WEST OF THE BARREL
 AB2667'POST.  THE STATION, WINDSOCK, AND CENTER OF THE CONTROL TOWER ARE ON
 AB2667'LINE.
 AB2667
 AB2667                          STATION RECOVERY (1995)
 AB2667
 AB2667'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KB)
 AB2667'THE STATION IS LOCATED AT THE PORTLAND INTERNATIONAL JETPORT IN THE
 AB2667'CITY OF PORTLAND NEAR THE PORTLAND/SOUTH PORTLAND TOWN LINE ABOUT 1.6
 AB2667'KM (1.00 MI) WEST OF FORE RIVER, 5.6 KM (3.45 MI) SOUTHEAST OF
 AB2667'WESTBROOK AND ON PROPERTY OWNED BY THE PORTLAND INTERNATIONAL JETPORT.
 AB2667'CONTACT DALE ROBINSON, SSC COORDINATOR DOT/FAA SSC-86CB, PHONE
 AB2667'207-780-3281  TO REACH THE STATION FROM THE INTERSECTION OF JOHNSON,
 AB2667'WESTBROOK AND CONGRESS STREETS JUST NORTH OF THE AIRPORT PROCEED SOUTH
 AB2667'ON WESTBROOK FOR 1.3 KM (0.80 MI) TO THE AIRPORT TERMINAL BUILDING.
 AB2667'CONTINUE SOUTH THROUGH ENTRANCE GATE 9 SOUTH OF THE CONTROL TOWER AND
 AB2667'GO EAST ACROSS RAMP AND TAXIWAY C FOR 0.24 KM (0.15 MI) TO THE
 AB2667'WINDSOCK IN THE SEGMENTED CIRCLE AND THE STATION  THE STATION IS A
 AB2667'STANDARD NOS DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS
 AB2667'FLUSH WITH THE GROUND SURFACE.  THE STATION IS LOCATED 8.7 M (28.5 FT)
 AB2667'EAST OF THE CENTER OF THE WINDSOCK AND 6.7 M (22.0 FT) WEST OF A
 AB2667'BARREL POST.  THE STATION, WINDSOCK, AND CENTER OF THE CONTROL TOWER
 AB2667'ARE ALL ON LINE  THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT
 AB2667'CONTROL STATION (SACS) - MAINE ANA SURVEYS 1995
 AB2667
 AB2667                          STATION RECOVERY (1996)
 AB2667
 AB2667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (WCW)
 AB2667'1995 DESCRIPTION IS ADEQUATE, COPY FOLLOWS WITH CORRECTIONS.  THE
 AB2667'STATION IS LOCATED AT THE PORTLAND INTERNATIONAL JETPORT IN THE CITY
 AB2667'OF PORTLAND NORTH OF THE PORTLAND/SOUTH PORTLAND TOWN LINE, ABOUT 1.6
 AB2667'KM (1.00 MI) WEST OF FORE RIVER, 5.6 KM (3.45 MI) SOUTHEAST OF
 AB2667'WESTBROOK AND ON PROPERTY OWNED BY THE PORTLAND INTERNATIONAL JETPORT,
 AB2667'1001 WESTBROOK STREET, PORTLAND ME, 04102.  AIRPORT MANAGER IS JEFFERY
 AB2667'SCHULTES, PHONE 207-773-8462.  CONTACT ASSISTANT MANAGER DAVID
 AB2667'ISHIHARA FOR AOA BADGES, PHONE 207-772-0690.  CONTACT SSC COORDINATOR
 AB2667'DOT/FAA SSC-86CB DALE ROBINSON FOR EITHER ESCORT OR GATE KEY, PHONE
 AB2667'207-780-3281.  CONTACT OPERATIONS MANAGER ARTHUR SEWALL TO ASSIST
 AB2667'MONUMENT RECOVERY, PHONE 207-773-8462.  TO REACH THE STATION FROM THE
 AB2667'JUNCTION OF INTERSTATE 295 (EXIT 3) AND STATE HIGHWAY 9 (WESTERN
 AB2667'AVENUE) , GO NORTHWEST THEN NORTHEAST ON STATE HIGHWAY 9 (AKA -EAST-
 AB2667'ON SH 9) FOR 2.6 KM (1.60 MI) TO THE AIRPORT ACCESS ROAD ON THE RIGHT.
 AB2667'TURN RIGHT AND GO EAST FOR 1.4 KM (0.85 MI) , PASSING THE PASSENGER
 AB2667'TERMINAL ON RIGHT, TO WHERE THE AIRPORT ACCESS ROAD TURNS LEFT.  TURN
 AB2667'LEFT THEN IMMEDIATELY TURN RIGHT AND GO EAST FOR 40 M (131.2 FT) TO A
 AB2667'DRIVE RIGHT PAST A CHAIN LINK FENCE.  TURN RIGHT AND GO SOUTH PASSING
 AB2667'THE TOWER ON LEFT FOR 61 M (200.1 FT) TO GATE 9 AHEAD.  PASS THROUGH
 AB2667'THE GATE THEN TURN LEFT AND GO EASTERLY FOR 46 M (150.9 FT) TO
 AB2667'NORTH-SOUTH TAXIWAY C.  TURN LEFT AND GO NORTH FOR 30 M (98.4 FT) TO
 AB2667'THE STATION ON RIGHT, WITHIN A SEGMENTED CIRCLE AND EAST OF A
 AB2667'WINDSOCK.  THE STATION IS LOCATED 58.1 M (190.6 FT) SOUTH OF TAXIWAY G
 AB2667'CENTER, 38.0 M (124.7 FT) SOUTH OF A TAXIWAY LIGHT, 36.9 M (121.1 FT)
 AB2667'SOUTHEAST OF THE SOUTHEAST FOUNDATION CORNER FOR A TAXIWAY SIGN (G-C-)
 AB2667', 8.7 M (28.5 FT) EAST OF THE CENTER OF A WINDSOCK AND 6.7 M (22.0 FT)
 AB2667'WEST OF THE EASTERNMOST BARREL POST.  THE STATION IS EAST OF AND IN
 AB2667'LINE WITH THE CENTER OF THE CONTROL TOWER AND THE WINDSOCK.  THE EAST
 AB2667'EDGE OF THE CONCRETE IS BROKEN AND THE DISK SHOWS MOWER CUTS.  THE
 AB2667'AREA WAS REGRADED TO PUT THE STATION FLUSH WITH GRADE.  DESC BY
 AB2667'WCW-1996 NOTE--THIS IS A SECONDARY AIRPORT CONTROL STATION (SACS)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB2666 ***********************************************************************
 AB2666  PACS        -  This is a Primary Airport Control Station.
 AB2666  DESIGNATION -  PWM D
 AB2666  PID         -  AB2666
 AB2666  STATE/COUNTY-  ME/CUMBERLAND
 AB2666  USGS QUAD   -  PORTLAND WEST (1978)
 AB2666
 AB2666                         *CURRENT SURVEY CONTROL
 AB2666  ___________________________________________________________________
 AB2666* NAD 83(1996)-  43 38 36.44698(N)    070 18 59.63922(W)     ADJUSTED  
 AB2666* NAVD 88     -        19.93   (meters)      65.4    (feet)  GPS OBS   
 AB2666  ___________________________________________________________________
 AB2666  X           -   1,557,099.792 (meters)                     COMP
 AB2666  Y           -  -4,352,776.298 (meters)                     COMP
 AB2666  Z           -   4,379,505.162 (meters)                     COMP
 AB2666  LAPLACE CORR-           3.50  (seconds)                    DEFLEC99
 AB2666  ELLIP HEIGHT-          -6.33  (meters)          (01/07/02) GPS OBS
 AB2666  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 AB2666
 AB2666  HORZ ORDER  -  B
 AB2666  ELLP ORDER  -  FIFTH     CLASS I
 AB2666
 AB2666.This mark is at Portland Intl Jetport  (PWM)
 AB2666
 AB2666.The horizontal coordinates were established by GPS observations
 AB2666.and adjusted by the National Geodetic Survey in July 1997..
 AB2666
 AB2666.The orthometric height was determined by GPS observations and a
 AB2666.high-resolution geoid model.
 AB2666
 AB2666.GPS derived orthometric heights for airport stations designated as
 AB2666.PACS or SACS are published to 2 decimal places.  This maintains
 AB2666.centimeter relative accuracy between the PACS and SACS.  It does
 AB2666.not indicate centimeter accuracy relative to other marks which are
 AB2666.part of the NAVD 88 network.
 AB2666
 AB2666.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2666
 AB2666.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2666
 AB2666.The ellipsoidal height was determined by GPS observations
 AB2666.and is referenced to NAD 83.
 AB2666
 AB2666.The geoid height was determined by GEOID03.
 AB2666
 AB2666;                    North         East     Units Scale Factor Converg.
 AB2666;SPC ME W     -    90,010.594   887,905.748   MT  0.99996847   -0 06 12.4
 AB2666;UTM  19      - 4,833,115.760   393,814.950   MT  0.99973869   -0 54 31.5
 AB2666
 AB2666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2666!SPC ME W     -   1.00000099  x   0.99996847  =   0.99996946
 AB2666!UTM  19      -   1.00000099  x   0.99973869  =   0.99973968
 AB2666
 AB2666                          SUPERSEDED SURVEY CONTROL
 AB2666
 AB2666  ELLIP H (07/24/97)   -6.35   (m)                       GP(       ) 1 1
 AB2666  NAD 83(1992)-  43 38 36.44711(N)    070 18 59.63824(W) AD(1995.00) B
 AB2666  ELLIP H (04/19/96)   -6.35   (m)                       GP(1995.00) 3 1
 AB2666
 AB2666.Superseded values are not recommended for survey control.
 AB2666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2666.See file dsdata.txt to determine how the superseded data were derived.
 AB2666
 AB2666_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9381533116(NAD 83)
 AB2666_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2666_SETTING: 66 = SET IN ROCK OUTCROP
 AB2666_STAMPING: PWM D 1995
 AB2666_MARK LOGO: NGS   
 AB2666_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2666_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB2666+STABILITY: POSITION/ELEVATION WELL
 AB2666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2666+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1996
 AB2666
 AB2666  HISTORY     - Date     Condition        Report By
 AB2666  HISTORY     - 1995     MONUMENTED       NGS
 AB2666  HISTORY     - 19960710 GOOD             NGS
 AB2666  HISTORY     - 20000914 POOR             LOCENG
 AB2666
 AB2666                          STATION DESCRIPTION
 AB2666
 AB2666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CL)
 AB2666'THE STATION IS LOCATED AT THE PORTLAND INTERNATIONAL JETPORT IN THE
 AB2666'CITY OF PORTLAND NEAR THE PORTLAND/SOUTH PORTLAND TOWN LINE ABOUT 1.6
 AB2666'KM (1.00 MI) WEST OF FORE RIVER, 5.6 KM (3.45 MI) SOUTHEAST OF
 AB2666'WESTBROOK AND ON PROPERTY OWNED BY THE PORTLAND INTERNATIONAL JETPORT.
 AB2666'CONTACT DALE ROBINSON, SSC COORDINATOR DOT/FAA, PHONE 207-780-3281  TO
 AB2666'REACH THE STATION FROM EXIT 3 ON INTERSTATE 295, PROCEED NORTHWEST FOR
 AB2666'0.32 KM (0.20 MI) ON STATE HWY 9 (WESTERN AVENUE) TO THE INTERSECTION
 AB2666'OF WESTERN AVENUE AND WESTBROOK STREET, TURN RIGHT (NORTH) AT
 AB2666'WESTBROOK AND PROCEED NORTHEAST FOR 1.0 KM (0.60 MI) TO THE ENTRANCE
 AB2666'GATE 25 AND FIRE GATE 3.  CONTINUE THROUGH GATE 25 AND PROCEED WEST
 AB2666'FOR 0.48 KM (0.30 MI) ON PERIMETER ROAD TO STATION ON LEFT  THE
 AB2666'STATION IS A STANDARD NGS DISK SET IN TOP OF A ROCK OUTCROP PROJECTING
 AB2666'4 CM ABOVE THE GROUND SURFACE.  THE STATION IS LOCATED 69.65 M (228.51
 AB2666'FT) WEST-NORTHWEST FROM THE SOUTHERLY EXTENTION OF A LINE THROUGH THE
 AB2666'2000 FT (609.6 M) MARKER FOR WEST END OF RUNWAY 11-29, 34.30 M (112.53
 AB2666'FT) WEST-NORTHWEST FROM THE SOUTHERLY EXTENTION OF A LINE THROUGH THE
 AB2666'CENTERLINE OF TAXIWAY B, 7.85 M (25.75 FT) NORTH OF AN 8 FT (2.4 M)
 AB2666'CHAIN LINK FENCE WITH 3 STRAND BARBED WIRE, 20.55 M (67.42 FT)
 AB2666'EAST-NORTHEAST OF THE CENTER FENCEPOST OF THREE FENCEPOSTS CONNECTED
 AB2666'BY TWO VERTICAL POLES, 29.10 M (95.47 FT) SOUTH OF THE CENTERLINE OF
 AB2666'THE PERIMETER ROAD, 57.0 M (187.0 FT) WEST-SOUTHWEST OF THE CENTERLINE
 AB2666'AT SOUTH END OF SMALL PAVEMENT APRON ON SOUTH SIDE OF PERIMETER ROAD,
 AB2666'AND 7.75 M (25.43 FT) NORTH OF A CARSONITE WITNESS POST SET AT CHAIN
 AB2666'LINK FENCE  THIS STATION IS DESIGNATED AS A PRIMARY AIRPORT CONTROL
 AB2666'STATION (PACS) - MAINE ANA SURVEYS 1995
 AB2666
 AB2666                          STATION RECOVERY (1996)
 AB2666
 AB2666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (WCW)
 AB2666'1995 DESCRIPTION ADEQUATE, COPY WITH MINOR CORRECTIONS FOLLOWS.  THE
 AB2666'STATION IS LOCATED AT THE PORTLAND INTERNATIONAL JETPORT IN THE CITY
 AB2666'OF PORTLAND NORTH OF THE PORTLAND/SOUTH PORTLAND TOWN LINE ABOUT 1.6
 AB2666'KM (1.00 MI) WEST OF FORE RIVER, 5.6 KM (3.45 MI) SOUTHEAST OF
 AB2666'WESTBROOK AND ON PROPERTY OWNED BY THE PORTLAND INTERNATIONAL JETPORT.
 AB2666'AIRPORT MANAGER IS JEFFREY SCHULTES, PHONE 207-773-8462. CONTACT
 AB2666'ASSISTANT MANAGER DAVID ISHIHARA FOR AOA BADGES, PHONE 207-772-0690.
 AB2666'CONTACT SSC COORDINATOR DOT/FAA DALE ROBINSON FOR EITHER ESCORT OR
 AB2666'GATE KEY, PHONE 207-780-3281.  CONTACT OPERATIONS MANAGER ARTHUR
 AB2666'SEWALL TO ASSIST MONUMENT RECOVERY, PHONE 207-772-8462.  TO REACH FROM
 AB2666'THE JUNCTION OF INTERSTATE 295 (EXIT 3) , AND STATE HIGHWAY 9 (WESTERN
 AB2666'AVENUE) GO NORTHWEST FOR 0.32 KM (0.20 MI) ON STATE HIGHWAY 9 (-EAST-
 AB2666'ON SH 9) TO THE INTERSECTION OF WESTERN AVENUE AND WESTBROOK STREET.
 AB2666'TURN RIGHT AND GO NORTH THEN NORTH-NORTHEAST FOR 1.0 KM (0.60 MI) TO
 AB2666'AIRPORT ENTRANCE GATE 25 AND FIRE GATE 3 ON THE SOUTH SIDE OF THE
 AB2666'AIRFIELD.  TURN LEFT TO PASS THROUGH GATE 25 TO THE SERVICE ROAD AND
 AB2666'THEN GO WEST FOR 0.48 KM (0.30 MI) ON THE SERVICE ROAD TO THE STATION
 AB2666'ON THE LEFT.  THE STATION IS LOCATED 69.6 M (228.3 FT) WEST-NORTHWEST
 AB2666'FROM THE SOUTHERLY EXTENTION OF A LINE THROUGH THE 2000 FEET (609.6 M)
 AB2666'REMAINING MARKER FOR RUNWAY 29, 34.30 M (112.53 FT) WEST-NORTHWEST
 AB2666'FROM THE SOUTHERLY EXTENTION OF THE CENTERLINE OF TAXIWAY B, 29.1 M
 AB2666'(95.5 FT) SOUTH OF THE SERVICE ROAD CENTER, 7.85 M (25.75 FT) NORTH OF
 AB2666'AN EIGHT FOOT CHAIN LINK FENCE WITH 3 STRAND BARBED WIRE, 20.55 M
 AB2666'(67.42 FT) EAST-NORTHEAST OF THE CENTER FENCEPOST OF THREE FENCEPOSTS
 AB2666'CONNECTED BY TWO HORIZONTAL POLES, 57.0 M (187.0 FT) WEST-SOUTHWEST OF
 AB2666'THE CENTERLINE AT SOUTH END OF SMALL PAVEMENT APRON ON SOUTH SIDE OF
 AB2666'PERIMETER ROAD, AND 7.7 M (25.3 FT) NORTH OF AN ORANGE PLASTIC WITNESS
 AB2666'POST SET AT THE CHAIN LINK FENCE.  THE ROCK OUTCROP WAS FOUND
 AB2666'PROJECTING 4 CM ABOVE GRADE AND CHIPPED FROM MOWER DAMAGE.  THE AREA
 AB2666'WAS REGRADED TO PUT THE STATION FLUSH WITH GRADE.  DESC BY WCW-1996.
 AB2666'NOTE--THIS IS A PRIMARY AIRPORT CONTROL STATION (PACS) .  NOTE--SET BY
 AB2666'JA CHANCE AND ASSOC IN 1995, CONTRACTOR FOR NGS.
 AB2666
 AB2666                          STATION RECOVERY (2000)
 AB2666
 AB2666'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000 (JVH)
 AB2666'THE MARK HAS BEEN HIT BY A MOWER. THE DISK IS GONE, BUT THE SHANK
 AB2666'REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0003 ***********************************************************************
 QH0003  DESIGNATION -  Q
 QH0003  PID         -  QH0003
 QH0003  STATE/COUNTY-  ME/SOMERSET
 QH0003  USGS QUAD   -  ATTEAN POND (1997)
 QH0003
 QH0003                         *CURRENT SURVEY CONTROL
 QH0003  ___________________________________________________________________
 QH0003* NAD 83(1986)-  45 34 21.     (N)    070 22 09.     (W)     SCALED    
 QH0003* NAVD 88     -       381.165  (meters)    1250.54   (feet)  ADJUSTED  
 QH0003  ___________________________________________________________________
 QH0003  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 QH0003  DYNAMIC HT  -         381.146 (meters)    1250.48  (feet)  COMP
 QH0003  MODELED GRAV-     980,553.9   (mgal)                       NAVD 88
 QH0003
 QH0003  VERT ORDER  -  FIRST     CLASS II
 QH0003
 QH0003.The horizontal coordinates were scaled from a topographic map and have
 QH0003.an estimated accuracy of +/- 6 seconds.
 QH0003
 QH0003.The orthometric height was determined by differential leveling
 QH0003.and adjusted by the National Geodetic Survey in June 1991..
 QH0003
 QH0003.The geoid height was determined by GEOID03.
 QH0003
 QH0003.The dynamic height is computed by dividing the NAVD 88
 QH0003.geopotential number by the normal gravity value computed on the
 QH0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QH0003.degrees latitude (g = 980.6199 gals.).
 QH0003
 QH0003.The modeled gravity was interpolated from observed gravity values.
 QH0003
 QH0003;                    North         East    Units  Estimated Accuracy
 QH0003;SPC ME W     -   304,380.      884,190.      MT  (+/- 180 meters Scaled)
 QH0003
 QH0003                          SUPERSEDED SURVEY CONTROL
 QH0003
 QH0003  NGVD 29 (??/??/92)  381.328  (m)         1251.07   (f) ADJ UNCH    1 2
 QH0003
 QH0003.Superseded values are not recommended for survey control.
 QH0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0003.See file dsdata.txt to determine how the superseded data were derived.
 QH0003
 QH0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL931474(NAD 83)
 QH0003_MARKER: DB = BENCH MARK DISK
 QH0003_SETTING: 80 = SET IN A BOULDER
 QH0003_SP_SET: BOULDER
 QH0003_STAMPING: ELEV 1251.074 FT Q 1916
 QH0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0003+STABILITY: SURFACE MOTION
 QH0003
 QH0003  HISTORY     - Date     Condition        Report By
 QH0003  HISTORY     - 1916     MONUMENTED       CGS
 QH0003  HISTORY     - 1934     GOOD             NGS
 QH0003
 QH0003                          STATION DESCRIPTION
 QH0003
 QH0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1916
 QH0003'4.7 MI E FROM HOLEB.
 QH0003'4.7 MILES EAST ALONG THE CANADIAN PACIFIC RAILWAY FROM HOLEB,
 QH0003'SOMERSET COUNTY, 2.8 MILES WEST OF ATTEAN, 7-1/4 POLES EAST OF
 QH0003'MILEPOST 82, 15 YARDS SOUTH OF THE CENTER LINE OF THE TRACK, IN
 QH0003'THE TOP OF A 9- BY 15-FOOT BOULDER, 5 FEET ABOVE THE GROUND
 QH0003'SURFACE, AND ABOUT 1-1/2 FEET LOWER THAN THE TRACK.  A STANDARD
 QH0003'DISK, STAMPED ELEV 1251.074 FT Q 1916.
 QH0003
 QH0003                          STATION RECOVERY (1934)
 QH0003
 QH0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QH0003'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0782 ***********************************************************************
 QG0782  DESIGNATION -  Q 1
 QG0782  PID         -  QG0782
 QG0782  STATE/COUNTY-  ME/PISCATAQUIS
 QG0782  USGS QUAD   -  GREENVILLE (1989)
 QG0782
 QG0782                         *CURRENT SURVEY CONTROL
 QG0782  ___________________________________________________________________
 QG0782* NAD 83(1986)-  45 26 21.     (N)    069 32 35.     (W)     SCALED    
 QG0782* NAVD 88     -       319.750  (meters)    1049.05   (feet)  ADJUSTED  
 QG0782  ___________________________________________________________________
 QG0782  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 QG0782  DYNAMIC HT  -         319.738 (meters)    1049.01  (feet)  COMP
 QG0782  MODELED GRAV-     980,568.5   (mgal)                       NAVD 88
 QG0782
 QG0782  VERT ORDER  -  FIRST     CLASS II
 QG0782
 QG0782.The horizontal coordinates were scaled from a topographic map and have
 QG0782.an estimated accuracy of +/- 6 seconds.
 QG0782
 QG0782.The orthometric height was determined by differential leveling
 QG0782.and adjusted by the National Geodetic Survey in June 1991..
 QG0782
 QG0782.The geoid height was determined by GEOID03.
 QG0782
 QG0782.The dynamic height is computed by dividing the NAVD 88
 QG0782.geopotential number by the normal gravity value computed on the
 QG0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0782.degrees latitude (g = 980.6199 gals.).
 QG0782
 QG0782.The modeled gravity was interpolated from observed gravity values.
 QG0782
 QG0782;                    North         East    Units  Estimated Accuracy
 QG0782;SPC ME E     -   197,480.      218,400.      MT  (+/- 180 meters Scaled)
 QG0782
 QG0782                          SUPERSEDED SURVEY CONTROL
 QG0782
 QG0782  NGVD 29 (??/??/92)  319.915  (m)         1049.59   (f) ADJ UNCH    1 2
 QG0782
 QG0782.Superseded values are not recommended for survey control.
 QG0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0782.See file dsdata.txt to determine how the superseded data were derived.
 QG0782
 QG0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL575318(NAD 83)
 QG0782_MARKER: Z = SEE DESCRIPTION
 QG0782_SETTING: 80 = SET IN A BOULDER
 QG0782_SP_SET: BOULDER
 QG0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0782+STABILITY: SURFACE MOTION
 QG0782
 QG0782  HISTORY     - Date     Condition        Report By
 QG0782  HISTORY     - UNK      MONUMENTED       CGS
 QG0782  HISTORY     - 1916     GOOD             NGS
 QG0782  HISTORY     - 1934     MARK NOT FOUND   NGS
 QG0782
 QG0782                          STATION DESCRIPTION
 QG0782
 QG0782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1916
 QG0782'2.5 MI NW FROM MORKILL.
 QG0782'2.5 MILES NORTHWEST ALONG THE CANADIAN PACIFIC RAILWAY FROM MORKILL,
 QG0782'PISCATAQUIS COUNTY, ONE POLE EAST OF MILEPOST 29, 15 YARDS
 QG0782'SOUTH OF THE TRACK, AND IN THE TOP OF A LARGE ROCK.  A STANDARD
 QG0782'DISK.
 QG0782
 QG0782                          STATION RECOVERY (1934)
 QG0782
 QG0782'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QG0782'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0158 ***********************************************************************
 RF0158  DESIGNATION -  Q 10
 RF0158  PID         -  RF0158
 RF0158  STATE/COUNTY-  ME/AROOSTOOK
 RF0158  USGS QUAD   -  WINTERVILLE (1985)
 RF0158
 RF0158                         *CURRENT SURVEY CONTROL
 RF0158  ___________________________________________________________________
 RF0158* NAD 83(1986)-  46 52 47.     (N)    068 31 19.     (W)     SCALED    
 RF0158* NAVD 88     -       196.365  (meters)     644.24   (feet)  ADJUSTED  
 RF0158  ___________________________________________________________________
 RF0158  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 RF0158  DYNAMIC HT  -         196.388 (meters)     644.32  (feet)  COMP
 RF0158  MODELED GRAV-     980,725.3   (mgal)                       NAVD 88
 RF0158
 RF0158  VERT ORDER  -  FIRST     CLASS II
 RF0158
 RF0158.The horizontal coordinates were scaled from a topographic map and have
 RF0158.an estimated accuracy of +/- 6 seconds.
 RF0158
 RF0158.The orthometric height was determined by differential leveling
 RF0158.and adjusted by the National Geodetic Survey in June 1991..
 RF0158
 RF0158.The geoid height was determined by GEOID03.
 RF0158
 RF0158.The dynamic height is computed by dividing the NAVD 88
 RF0158.geopotential number by the normal gravity value computed on the
 RF0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0158.degrees latitude (g = 980.6199 gals.).
 RF0158
 RF0158.The modeled gravity was interpolated from observed gravity values.
 RF0158
 RF0158;                    North         East    Units  Estimated Accuracy
 RF0158;SPC ME E     -   357,050.      298,330.      MT  (+/- 180 meters Scaled)
 RF0158
 RF0158                          SUPERSEDED SURVEY CONTROL
 RF0158
 RF0158  NGVD 29 (??/??/92)  196.516  (m)          644.74   (f) ADJ UNCH    1 2
 RF0158
 RF0158.Superseded values are not recommended for survey control.
 RF0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0158.See file dsdata.txt to determine how the superseded data were derived.
 RF0158
 RF0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM364919(NAD 83)
 RF0158_MARKER: DB = BENCH MARK DISK
 RF0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RF0158_STAMPING: 644.736 Q 10 1927
 RF0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0158+STABILITY: SURFACE MOTION
 RF0158
 RF0158  HISTORY     - Date     Condition        Report By
 RF0158  HISTORY     - 1927     MONUMENTED       CGS
 RF0158  HISTORY     - 1978     MARK NOT FOUND   NGS
 RF0158
 RF0158                          STATION DESCRIPTION
 RF0158
 RF0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 RF0158'8.8 MI N FROM PORTAGE.
 RF0158'8.8 MILES NORTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 RF0158'THE STATION AT PORTAGE, AROOSTOOK COUNTY, AT NIXON SIDING, 52
 RF0158'RAILS NORTH OF CULVERT A 63.23, 36 RAILS NORTH OF THE SOUTH END OF
 RF0158'THE SIDING, 4 RAILS NORTH OF A TEMPORARY ROAD-CROSSING SIGN,
 RF0158'AND 27.7 FEET WEST OF THE WEST RAIL OF THE TRACK.  A STANDARD
 RF0158'DISK, STAMPED 644.736 Q 10 1927 AND SET IN THE TOP OF A CONCRETE
 RF0158'POST PROJECTING 3 INCHES ABOVE GROUND.
 RF0158
 RF0158                          STATION RECOVERY (1978)
 RF0158
 RF0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 RF0158'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0886 ***********************************************************************
 QG0886  DESIGNATION -  Q 100
 QG0886  PID         -  QG0886
 QG0886  STATE/COUNTY-  ME/SOMERSET
 QG0886  USGS QUAD   -  TOMHEGAN POND (1989)
 QG0886
 QG0886                         *CURRENT SURVEY CONTROL
 QG0886  ___________________________________________________________________
 QG0886* NAD 83(1986)-  45 46 53.     (N)    069 53 52.     (W)     SCALED    
 QG0886* NAVD 88     -       384.449  (meters)    1261.31   (feet)  ADJUSTED  
 QG0886  ___________________________________________________________________
 QG0886  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 QG0886  DYNAMIC HT  -         384.439 (meters)    1261.28  (feet)  COMP
 QG0886  MODELED GRAV-     980,578.1   (mgal)                       NAVD 88
 QG0886
 QG0886  VERT ORDER  -  SECOND    CLASS 0
 QG0886
 QG0886.The horizontal coordinates were scaled from a topographic map and have
 QG0886.an estimated accuracy of +/- 6 seconds.
 QG0886
 QG0886.The orthometric height was determined by differential leveling
 QG0886.and adjusted by the National Geodetic Survey in June 1991..
 QG0886
 QG0886.The geoid height was determined by GEOID03.
 QG0886
 QG0886.The dynamic height is computed by dividing the NAVD 88
 QG0886.geopotential number by the normal gravity value computed on the
 QG0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0886.degrees latitude (g = 980.6199 gals.).
 QG0886
 QG0886.The modeled gravity was interpolated from observed gravity values.
 QG0886
 QG0886;                    North         East    Units  Estimated Accuracy
 QG0886;SPC ME W     -   327,610.      920,910.      MT  (+/- 180 meters Scaled)
 QG0886
 QG0886                          SUPERSEDED SURVEY CONTROL
 QG0886
 QG0886  NGVD 29 (??/??/92)  384.610  (m)         1261.84   (f) ADJ UNCH    2 0
 QG0886
 QG0886.Superseded values are not recommended for survey control.
 QG0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0886.See file dsdata.txt to determine how the superseded data were derived.
 QG0886
 QG0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL302701(NAD 83)
 QG0886_MARKER: DB = BENCH MARK DISK
 QG0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0886_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0886_STAMPING: Q 100 1953
 QG0886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0886+STABILITY: SURFACE MOTION
 QG0886
 QG0886  HISTORY     - Date     Condition        Report By
 QG0886  HISTORY     - 1953     MONUMENTED       CGS
 QG0886
 QG0886                          STATION DESCRIPTION
 QG0886
 QG0886'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0886'9.9 MI NW FROM ROCKWOOD.
 QG0886'9.9 MILES NORTHWEST ALONG A PRIVATE GRAVEL ROAD FROM BRIDGE OVER
 QG0886'MOOSE RIVER AT ROCKWOOD, AT THE JUNCTION OF A LOGGING ROAD
 QG0886'LEADING NORTHEAST, 64 FEET EAST-NORTHEAST OF CENTER LINE OF ROAD,
 QG0886'22 1/2 FEET SOUTHEAST OF CENTER LINE OF ROAD NORTHEAST, 9 FEET
 QG0886'EAST-SOUTHEAST OF A TRIANGULAR BLAZED 10-INCH BIRCH TREE, ABOUT
 QG0886'LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 QG0886'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0171 ***********************************************************************
 RF0171  DESIGNATION -  Q 101
 RF0171  PID         -  RF0171
 RF0171  STATE/COUNTY-  ME/AROOSTOOK
 RF0171  USGS QUAD   -  GREENLAW POND (1986)
 RF0171
 RF0171                         *CURRENT SURVEY CONTROL
 RF0171  ___________________________________________________________________
 RF0171* NAD 83(1986)-  46 39 38.     (N)    068 39 40.     (W)     SCALED    
 RF0171* NAVD 88     -       322.044  (meters)    1056.57   (feet)  ADJUSTED  
 RF0171  ___________________________________________________________________
 RF0171  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 RF0171  DYNAMIC HT  -         322.073 (meters)    1056.67  (feet)  COMP
 RF0171  MODELED GRAV-     980,693.5   (mgal)                       NAVD 88
 RF0171
 RF0171  VERT ORDER  -  FIRST     CLASS II
 RF0171
 RF0171.The horizontal coordinates were scaled from a topographic map and have
 RF0171.an estimated accuracy of +/- 6 seconds.
 RF0171
 RF0171.The orthometric height was determined by differential leveling
 RF0171.and adjusted by the National Geodetic Survey in June 1991..
 RF0171
 RF0171.The geoid height was determined by GEOID03.
 RF0171
 RF0171.The dynamic height is computed by dividing the NAVD 88
 RF0171.geopotential number by the normal gravity value computed on the
 RF0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0171.degrees latitude (g = 980.6199 gals.).
 RF0171
 RF0171.The modeled gravity was interpolated from observed gravity values.
 RF0171
 RF0171;                    North         East    Units  Estimated Accuracy
 RF0171;SPC ME E     -   332,710.      287,670.      MT  (+/- 180 meters Scaled)
 RF0171
 RF0171                          SUPERSEDED SURVEY CONTROL
 RF0171
 RF0171  NGVD 29 (??/??/92)  322.244  (m)         1057.23   (f) ADJ UNCH    1 2
 RF0171
 RF0171.Superseded values are not recommended for survey control.
 RF0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0171.See file dsdata.txt to determine how the superseded data were derived.
 RF0171
 RF0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM259675(NAD 83)
 RF0171_MARKER: DB = BENCH MARK DISK
 RF0171_SETTING: 80 = SET IN A BOULDER
 RF0171_SP_SET: BOULDER
 RF0171_STAMPING: Q 101 1953
 RF0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0171+STABILITY: SURFACE MOTION
 RF0171
 RF0171  HISTORY     - Date     Condition        Report By
 RF0171  HISTORY     - 1953     MONUMENTED       CGS
 RF0171  HISTORY     - 1978     GOOD             NGS
 RF0171
 RF0171                          STATION DESCRIPTION
 RF0171
 RF0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0171'13 MI W FROM ASHLAND.
 RF0171'0.3 MILE WEST ALONG STATE HIGHWAY 11 FROM THE BANGOR AND
 RF0171'AROOSTOOK RAILROAD STATION AT ASHLAND, THENCE ABOUT 0.6 MILE
 RF0171'SOUTHWEST ALONG A BLACK TOP ROAD, THENCE ABOUT 12.05 MILES WEST
 RF0171'ALONG A PRIVATE GRAVEL ROAD, ABOUT 0.8 MILE WEST OF A WOODEN
 RF0171'BRIDGE OVER MOOSEHORN STREAM, 107 YARDS WEST OF A 24-INCH
 RF0171'CORRUGATED PIPE CULVERT, 47 FEET SOUTH OF CENTER LINE OF ROAD,
 RF0171'SET VERTICALLY ABOUT 2 1/2 FEET ABOVE GROUND IN THE EAST FACE OF
 RF0171'A 4 1/2-FOOT HIGH 9 BY 10-FOOT EMBEDDED BOULDER WITH A TREE
 RF0171'STUMP ON TOP AND ABOUT LEVEL WITH ROAD.
 RF0171
 RF0171                          STATION RECOVERY (1978)
 RF0171
 RF0171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 RF0171'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0205 ***********************************************************************
 RF0205  DESIGNATION -  Q 102
 RF0205  PID         -  RF0205
 RF0205  STATE/COUNTY-  ME/PISCATAQUIS
 RF0205  USGS QUAD   -  MOOSELEUK LAKE (1985)
 RF0205
 RF0205                         *CURRENT SURVEY CONTROL
 RF0205  ___________________________________________________________________
 RF0205* NAD 83(1986)-  46 31 36.     (N)    068 58 35.     (W)     SCALED    
 RF0205* NAVD 88     -       309.151  (meters)    1014.27   (feet)  ADJUSTED  
 RF0205  ___________________________________________________________________
 RF0205  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 RF0205  DYNAMIC HT  -         309.168 (meters)    1014.33  (feet)  COMP
 RF0205  MODELED GRAV-     980,662.6   (mgal)                       NAVD 88
 RF0205
 RF0205  VERT ORDER  -  SECOND    CLASS 0
 RF0205
 RF0205.The horizontal coordinates were scaled from a topographic map and have
 RF0205.an estimated accuracy of +/- 6 seconds.
 RF0205
 RF0205.The orthometric height was determined by differential leveling
 RF0205.and adjusted by the National Geodetic Survey in June 1991..
 RF0205
 RF0205.The geoid height was determined by GEOID03.
 RF0205
 RF0205.The dynamic height is computed by dividing the NAVD 88
 RF0205.geopotential number by the normal gravity value computed on the
 RF0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0205.degrees latitude (g = 980.6199 gals.).
 RF0205
 RF0205.The modeled gravity was interpolated from observed gravity values.
 RF0205
 RF0205;                    North         East    Units  Estimated Accuracy
 RF0205;SPC ME E     -   317,920.      263,450.      MT  (+/- 180 meters Scaled)
 RF0205
 RF0205                          SUPERSEDED SURVEY CONTROL
 RF0205
 RF0205  NGVD 29 (??/??/92)  309.342  (m)         1014.90   (f) ADJ UNCH    2 0
 RF0205
 RF0205.Superseded values are not recommended for survey control.
 RF0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0205.See file dsdata.txt to determine how the superseded data were derived.
 RF0205
 RF0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM018525(NAD 83)
 RF0205_MARKER: DB = BENCH MARK DISK
 RF0205_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RF0205_SP_SET: MAPLE TREE
 RF0205_STAMPING: Q 102 1953
 RF0205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RF0205
 RF0205  HISTORY     - Date     Condition        Report By
 RF0205  HISTORY     - 1953     MONUMENTED       CGS
 RF0205
 RF0205                          STATION DESCRIPTION
 RF0205
 RF0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0205'36.1 MI W FROM ASHLAND.
 RF0205'0.3 MILE WEST ALONG STATE HIGHWAY 11 FROM THE BANGOR AND AROOSTOOK
 RF0205'RAILROAD STATION AT ASHLAND, THENCE ABOUT 0.6 MILE SOUTHWEST ALONG
 RF0205'A BLACK TOP ROAD, THENCE ABOUT 35.2 MILES WEST AND SOUTHWEST ALONG
 RF0205'A GRAVEL ROAD, ABOUT 0.25 MILE EAST OF A BRIDGE OVER BIG HUDSON
 RF0205'BROOK, ABOUT 0.35 MILE WEST OF A DOUBLE 24-INCH PIPE CULVERT FOR
 RF0205'A SMALL BROOK, 19 FEET SOUTH OF CENTER LINE OF ROAD, ABOUT 23
 RF0205'YARDS WEST OF THE TOP OF A GRADE, VERTICALLY IN THE NORTH FACE
 RF0205'OF A 12-INCH MAPLE TREE, ABOUT 4 1/2 FEET ABOVE GROUND AND ABOUT
 RF0205'3 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0022 ***********************************************************************
 RG0022  DESIGNATION -  Q 103
 RG0022  PID         -  RG0022
 RG0022  STATE/COUNTY-  ME/SOMERSET
 RG0022  USGS QUAD   -  NORRIS BROOK (1989)
 RG0022
 RG0022                         *CURRENT SURVEY CONTROL
 RG0022  ___________________________________________________________________
 RG0022* NAD 83(1986)-  46 01 17.     (N)    070 03 30.     (W)     SCALED    
 RG0022* NAVD 88     -       439.756  (meters)    1442.77   (feet)  ADJUSTED  
 RG0022  ___________________________________________________________________
 RG0022  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 RG0022  DYNAMIC HT  -         439.738 (meters)    1442.71  (feet)  COMP
 RG0022  MODELED GRAV-     980,561.0   (mgal)                       NAVD 88
 RG0022
 RG0022  VERT ORDER  -  SECOND    CLASS 0
 RG0022
 RG0022.The horizontal coordinates were scaled from a topographic map and have
 RG0022.an estimated accuracy of +/- 6 seconds.
 RG0022
 RG0022.The orthometric height was determined by differential leveling
 RG0022.and adjusted by the National Geodetic Survey in June 1991..
 RG0022
 RG0022.The geoid height was determined by GEOID03.
 RG0022
 RG0022.The dynamic height is computed by dividing the NAVD 88
 RG0022.geopotential number by the normal gravity value computed on the
 RG0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RG0022.degrees latitude (g = 980.6199 gals.).
 RG0022
 RG0022.The modeled gravity was interpolated from observed gravity values.
 RG0022
 RG0022;                    North         East    Units  Estimated Accuracy
 RG0022;SPC ME W     -   354,250.      908,390.      MT  (+/- 180 meters Scaled)
 RG0022
 RG0022                          SUPERSEDED SURVEY CONTROL
 RG0022
 RG0022  NGVD 29 (??/??/92)  439.909  (m)         1443.27   (f) ADJ UNCH    2 0
 RG0022
 RG0022.Superseded values are not recommended for survey control.
 RG0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0022.See file dsdata.txt to determine how the superseded data were derived.
 RG0022
 RG0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL180969(NAD 83)
 RG0022_MARKER: DB = BENCH MARK DISK
 RG0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RG0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RG0022_STAMPING: Q 103 1953
 RG0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RG0022+STABILITY: SURFACE MOTION
 RG0022
 RG0022  HISTORY     - Date     Condition        Report By
 RG0022  HISTORY     - 1953     MONUMENTED       CGS
 RG0022
 RG0022                          STATION DESCRIPTION
 RG0022
 RG0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RG0022'12.2 MI N FROM PITTSTON FARM.
 RG0022'2.0 MILES NORTHWEST ALONG A PRIVATE ROAD FROM BRIDGE OVER SOUTH
 RG0022'BRANCH PENOBSCOT RIVER AT PITTSTON FARM, THENCE ABOUT 10.15
 RG0022'MILES NORTH ALONG A PRIVATE ROAD, ABOUT 1.9 MILES SOUTH OF A
 RG0022'CONCRETE AND STEEL BRIDGE OVER NORTH BRANCH PENOBSCTO RIVER,
 RG0022'ABOUT 0.15 MILE SOUTH OF A 12-FOOT WOODEN BRIDGE OVER A STREAM
 RG0022'CONNECTING NORTH BRANCH PENOBSCOT RIVER AND TRUSEDALE POND, AT
 RG0022'A NARROW CLEARING EAST OF ROAD, 31 FEET EAST OF CENTER LINE OF
 RG0022'ROAD, 56 FEET NORTH OF A TRIANGULAR BLAZED 8-INCH FORKED MAPLE
 RG0022'TREE, 124 FEET SOUTH OF A TRIANGULAR BLAZED 12-INCH BIRCH TREE,
 RG0022'3 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE
 RG0022'LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RG0022'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0929 ***********************************************************************
 QG0929  DESIGNATION -  Q 104
 QG0929  PID         -  QG0929
 QG0929  STATE/COUNTY-  ME/SOMERSET
 QG0929  USGS QUAD   -  SEBOOMOOK (1989)
 QG0929
 QG0929                         *CURRENT SURVEY CONTROL
 QG0929  ___________________________________________________________________
 QG0929* NAD 83(1986)-  45 53 08.     (N)    069 44 45.     (W)     SCALED    
 QG0929* NAVD 88     -       321.141  (meters)    1053.61   (feet)  ADJUSTED  
 QG0929  ___________________________________________________________________
 QG0929  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 QG0929  DYNAMIC HT  -         321.138 (meters)    1053.60  (feet)  COMP
 QG0929  MODELED GRAV-     980,597.7   (mgal)                       NAVD 88
 QG0929
 QG0929  VERT ORDER  -  SECOND    CLASS 0
 QG0929
 QG0929.The horizontal coordinates were scaled from a topographic map and have
 QG0929.an estimated accuracy of +/- 6 seconds.
 QG0929
 QG0929.The orthometric height was determined by differential leveling
 QG0929.and adjusted by the National Geodetic Survey in June 1991..
 QG0929
 QG0929.The geoid height was determined by GEOID03.
 QG0929
 QG0929.The dynamic height is computed by dividing the NAVD 88
 QG0929.geopotential number by the normal gravity value computed on the
 QG0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0929.degrees latitude (g = 980.6199 gals.).
 QG0929
 QG0929.The modeled gravity was interpolated from observed gravity values.
 QG0929
 QG0929;                    North         East    Units  Estimated Accuracy
 QG0929;SPC ME W     -   339,240.      932,670.      MT  (+/- 180 meters Scaled)
 QG0929
 QG0929                          SUPERSEDED SURVEY CONTROL
 QG0929
 QG0929  NGVD 29 (??/??/92)  321.305  (m)         1054.15   (f) ADJ UNCH    2 0
 QG0929
 QG0929.Superseded values are not recommended for survey control.
 QG0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0929.See file dsdata.txt to determine how the superseded data were derived.
 QG0929
 QG0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL421816(NAD 83)
 QG0929_MARKER: DB = BENCH MARK DISK
 QG0929_SETTING: 66 = SET IN ROCK OUTCROP
 QG0929_SP_SET: ROCK LEDGE
 QG0929_STAMPING: Q 104 1953
 QG0929_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0929+STABILITY: POSITION/ELEVATION WELL
 QG0929
 QG0929  HISTORY     - Date     Condition        Report By
 QG0929  HISTORY     - 1953     MONUMENTED       CGS
 QG0929
 QG0929                          STATION DESCRIPTION
 QG0929
 QG0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0929'2.3 MI SW FROM SEBOOMOOK DAM.
 QG0929'2.3 MILES SOUTH AND WEST ALONG A GRAVEL ROAD LEADING TO ROCKWOOD
 QG0929'FROM SEBOOMOOK DAM, ABOUT 0.15 MILE NORTHWEST OF JUNCTION OF
 QG0929'A ROAD SOUTHEAST TO VILLAGE OF SEBOOMOOK, SET IN THE TOP OF AN
 QG0929'8 BY 5 FOOT ROCK LEDGE, 37 FEET SOUTH OF CENTER LINE OF ROAD,
 QG0929'17 FEET NORTH-NORTHEAST OF A TRIANGULAR BLAZED 8-INCH ASPEN
 QG0929'TREE, 16 1/2 FEET SOUTHEAST OF THE FIRST TELEPHONE POLE EAST
 QG0929'OF A DIRECTIONAL CHANGE IN LINE AND ABOUT LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0299 ***********************************************************************
 RF0299  DESIGNATION -  Q 105
 RF0299  PID         -  RF0299
 RF0299  STATE/COUNTY-  ME/SOMERSET
 RF0299  USGS QUAD   -  RUSSELL MOUNTAIN (1989)
 RF0299
 RF0299                         *CURRENT SURVEY CONTROL
 RF0299  ___________________________________________________________________
 RF0299* NAD 83(1986)-  46 02 32.     (N)    069 46 00.     (W)     SCALED    
 RF0299* NAVD 88     -       379.060  (meters)    1243.63   (feet)  ADJUSTED  
 RF0299  ___________________________________________________________________
 RF0299  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 RF0299  DYNAMIC HT  -         379.058 (meters)    1243.63  (feet)  COMP
 RF0299  MODELED GRAV-     980,596.9   (mgal)                       NAVD 88
 RF0299
 RF0299  VERT ORDER  -  SECOND    CLASS 0
 RF0299
 RF0299.The horizontal coordinates were scaled from a topographic map and have
 RF0299.an estimated accuracy of +/- 6 seconds.
 RF0299
 RF0299.The orthometric height was determined by differential leveling
 RF0299.and adjusted by the National Geodetic Survey in June 1991..
 RF0299
 RF0299.The geoid height was determined by GEOID03.
 RF0299
 RF0299.The dynamic height is computed by dividing the NAVD 88
 RF0299.geopotential number by the normal gravity value computed on the
 RF0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0299.degrees latitude (g = 980.6199 gals.).
 RF0299
 RF0299.The modeled gravity was interpolated from observed gravity values.
 RF0299
 RF0299;                    North         East    Units  Estimated Accuracy
 RF0299;SPC ME W     -   356,640.      930,960.      MT  (+/- 180 meters Scaled)
 RF0299
 RF0299                          SUPERSEDED SURVEY CONTROL
 RF0299
 RF0299  NGVD 29 (??/??/92)  379.221  (m)         1244.16   (f) ADJ UNCH    2 0
 RF0299
 RF0299.Superseded values are not recommended for survey control.
 RF0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0299.See file dsdata.txt to determine how the superseded data were derived.
 RF0299
 RF0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL406990(NAD 83)
 RF0299_MARKER: DB = BENCH MARK DISK
 RF0299_SETTING: 66 = SET IN ROCK OUTCROP
 RF0299_SP_SET: ROCK CLIFF
 RF0299_STAMPING: Q 105 1953
 RF0299_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0299+STABILITY: POSITION/ELEVATION WELL
 RF0299
 RF0299  HISTORY     - Date     Condition        Report By
 RF0299  HISTORY     - 1953     MONUMENTED       CGS
 RF0299
 RF0299                          STATION DESCRIPTION
 RF0299
 RF0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0299'11.2 MI N FROM SEBOOMOOK DAM.
 RF0299'ABOUT 11.15 MILES NORTHWEST AND NORTH ALONG A GRAVEL ROAD LEADING
 RF0299'TO CAUCOMGOMOC LAKE FROM SEBOOMOOK DAM, ABOUT 0.45 MILE NORTH
 RF0299'OF JUNCTION OF A PRIVATE ROAD EAST, ABOUT 0.5 MILE SOUTH OF A
 RF0299'BRIDGE OVER RUSSELL STREAM, 30 FEET SOUTHWEST OF CENTER LINE OF
 RF0299'ROAD, SET VERTICALLY IN EAST FACE OF A 15-FOOT HIGH ROCK CLIFF,
 RF0299'14 FEET WEST OF A TRIANGULAR BLAZED 7-INCH BALSAM TREE, 6 1/2
 RF0299'FEET SOUTH-SOUTHWEST OF A TRIANGULAR BLAZED 8-INCH SPRUCE TREE,
 RF0299'16 FEET SOUTHEAST OF NORTH END OF CLIFF AND ABOUT 2 FEET ABOVE
 RF0299'LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0911 ***********************************************************************
 QG0911  DESIGNATION -  Q 106
 QG0911  PID         -  QG0911
 QG0911  STATE/COUNTY-  ME/PISCATAQUIS
 QG0911  USGS QUAD   -  LOBSTER MOUNTAIN (1989)
 QG0911
 QG0911                         *CURRENT SURVEY CONTROL
 QG0911  ___________________________________________________________________
 QG0911* NAD 83(1986)-  45 50 36.     (N)    069 34 25.     (W)     SCALED    
 QG0911* NAVD 88     -       325.625  (meters)    1068.32   (feet)  ADJUSTED  
 QG0911  ___________________________________________________________________
 QG0911  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 QG0911  DYNAMIC HT  -         325.621 (meters)    1068.31  (feet)  COMP
 QG0911  MODELED GRAV-     980,592.2   (mgal)                       NAVD 88
 QG0911
 QG0911  VERT ORDER  -  SECOND    CLASS 0
 QG0911
 QG0911.The horizontal coordinates were scaled from a topographic map and have
 QG0911.an estimated accuracy of +/- 6 seconds.
 QG0911
 QG0911.The orthometric height was determined by differential leveling
 QG0911.and adjusted by the National Geodetic Survey in June 1991..
 QG0911
 QG0911.The geoid height was determined by GEOID03.
 QG0911
 QG0911.The dynamic height is computed by dividing the NAVD 88
 QG0911.geopotential number by the normal gravity value computed on the
 QG0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0911.degrees latitude (g = 980.6199 gals.).
 QG0911
 QG0911.The modeled gravity was interpolated from observed gravity values.
 QG0911
 QG0911;                    North         East    Units  Estimated Accuracy
 QG0911;SPC ME E     -   242,420.      216,610.      MT  (+/- 180 meters Scaled)
 QG0911
 QG0911                          SUPERSEDED SURVEY CONTROL
 QG0911
 QG0911  NGVD 29 (??/??/92)  325.786  (m)         1068.85   (f) ADJ UNCH    2 0
 QG0911
 QG0911.Superseded values are not recommended for survey control.
 QG0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0911.See file dsdata.txt to determine how the superseded data were derived.
 QG0911
 QG0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL554768(NAD 83)
 QG0911_MARKER: DB = BENCH MARK DISK
 QG0911_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QG0911_SP_SET: CEDAR TREE
 QG0911_STAMPING: Q 106 1953
 QG0911_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG0911
 QG0911  HISTORY     - Date     Condition        Report By
 QG0911  HISTORY     - 1953     MONUMENTED       CGS
 QG0911  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QG0911
 QG0911                          STATION DESCRIPTION
 QG0911
 QG0911'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0911'4.3 MI SE FROM NORTHEAST CARRY.
 QG0911'0.75 MILE NORTHEAST ALONG A GRAVEL ROAD FROM THE INN AT NORTHEAST
 QG0911'CARRY, THENCE ABOUT 3.05 MILES SOUTHEAST ALONG A GRAVEL ROAD,
 QG0911'THENCE ABOUT 0.5 MILE SOUTHEAST ALONG A TRAIL FOLLOWING A TELEPHONE
 QG0911'LINE, ABOUT 0.5 MILE SOUTHEAST OF CROSSING OF HALFWAY BROOK, SET
 QG0911'VERTICALLY IN NORTH FACE OF A 16-INCH CEDAR TREE, 25 FEET SOUTH OF
 QG0911'CENTER LINE OF TRAIL, 36 FEET EAST OF CENTER LINE OF TRAIL SOUTH,
 QG0911'AT WEST END OF A POOL OF WATER FORMED BY BEAVER DAM, 15 FEET
 QG0911'WEST-SOUTHWEST OF A TRIANGULAR BLAZED 20-INCH CEDAR TREE, 18 FEET
 QG0911'SOUTHEAST OF A TRIANGULAR BLAZED 8-INCH BALSAM TREE, ABOUT 2
 QG0911'FEET ABOVE GROUND AND ABOUT 3 1/2 FEET ABOVE LEVEL OF TRAIL.
 QG0911
 QG0911                          STATION RECOVERY (1985)
 QG0911
 QG0911'RECOVERY NOTE BY US POWER SQUADRON 1985 (JHS)
 QG0911'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0274 ***********************************************************************
 RF0274  DESIGNATION -  Q 107
 RF0274  PID         -  RF0274
 RF0274  STATE/COUNTY-  ME/PISCATAQUIS
 RF0274  USGS QUAD   -  WADLEIGH POND (1989)
 RF0274
 RF0274                         *CURRENT SURVEY CONTROL
 RF0274  ___________________________________________________________________
 RF0274* NAD 83(1986)-  46 16 36.     (N)    069 41 25.     (W)     SCALED    
 RF0274* NAVD 88     -       418.744  (meters)    1373.83   (feet)  ADJUSTED  
 RF0274  ___________________________________________________________________
 RF0274  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 RF0274  DYNAMIC HT  -         418.757 (meters)    1373.87  (feet)  COMP
 RF0274  MODELED GRAV-     980,631.3   (mgal)                       NAVD 88
 RF0274
 RF0274  VERT ORDER  -  SECOND    CLASS 0
 RF0274
 RF0274.The horizontal coordinates were scaled from a topographic map and have
 RF0274.an estimated accuracy of +/- 6 seconds.
 RF0274
 RF0274.The orthometric height was determined by differential leveling
 RF0274.and adjusted by the National Geodetic Survey in June 1991..
 RF0274
 RF0274.The geoid height was determined by GEOID03.
 RF0274
 RF0274.The dynamic height is computed by dividing the NAVD 88
 RF0274.geopotential number by the normal gravity value computed on the
 RF0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0274.degrees latitude (g = 980.6199 gals.).
 RF0274
 RF0274.The modeled gravity was interpolated from observed gravity values.
 RF0274
 RF0274;                    North         East    Units  Estimated Accuracy
 RF0274;SPC ME E     -   290,710.      208,270.      MT  (+/- 180 meters Scaled)
 RF0274
 RF0274                          SUPERSEDED SURVEY CONTROL
 RF0274
 RF0274  NGVD 29 (??/??/92)  418.912  (m)         1374.38   (f) ADJ UNCH    2 0
 RF0274
 RF0274.Superseded values are not recommended for survey control.
 RF0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0274.See file dsdata.txt to determine how the superseded data were derived.
 RF0274
 RF0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM468250(NAD 83)
 RF0274_MARKER: DB = BENCH MARK DISK
 RF0274_SETTING: 66 = SET IN ROCK OUTCROP
 RF0274_SP_SET: ROCK LEDGE
 RF0274_STAMPING: Q 107 1953
 RF0274_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0274+STABILITY: POSITION/ELEVATION WELL
 RF0274
 RF0274  HISTORY     - Date     Condition        Report By
 RF0274  HISTORY     - 1953     MONUMENTED       CGS
 RF0274  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RF0274
 RF0274                          STATION DESCRIPTION
 RF0274
 RF0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0274'31.4 MI N FROM SEBOOMOOK DAM.
 RF0274'ABOUT 26.3 MILES NORTHWEST AND NORTH ALONG A GRAVEL ROAD LEADING
 RF0274'TO CAUCOMGOMOC LAKE FROM SEBOOMOOK DAM, THENCE ABOUT 5.1 MILES
 RF0274'NORTH AND NORTHWEST ALONG A ROAD LEADING TO FRANCIS LAKE, IN THE
 RF0274'TOP OF A ROCK LEDGE EXTENDING ACROSS ROAD, 27 FEET WEST OF
 RF0274'CENTER LINE OF ROAD, 53 1/2 FEET NORTH OF A SLASH BLAZED 6-INCH
 RF0274'FIR TREE, 23 FEET SOUTH OF A 16-INCH TRIANGULAR BLAZED MAPLE
 RF0274'TREE, AND ABOUT LEVEL WITH ROAD.  NOTE-- MARK IS ABOUT 0.2 MILE
 RF0274'NORTH OF A 12-FOOT WOODEN BRIDGE.
 RF0274
 RF0274                          STATION RECOVERY (1985)
 RF0274
 RF0274'RECOVERY NOTE BY US POWER SQUADRON 1985 (LMT)
 RF0274'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0358 ***********************************************************************
 RF0358  DESIGNATION -  Q 108
 RF0358  PID         -  RF0358
 RF0358  STATE/COUNTY-  ME/AROOSTOOK
 RF0358  USGS QUAD   -  BURNTLAND POND (1986)
 RF0358
 RF0358                         *CURRENT SURVEY CONTROL
 RF0358  ___________________________________________________________________
 RF0358* NAD 83(1986)-  46 41 41.     (N)    069 57 21.     (W)     SCALED    
 RF0358* NAVD 88     -       413.253  (meters)    1355.81   (feet)  ADJUSTED  
 RF0358  ___________________________________________________________________
 RF0358  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 RF0358  DYNAMIC HT  -         413.268 (meters)    1355.86  (feet)  COMP
 RF0358  MODELED GRAV-     980,638.7   (mgal)                       NAVD 88
 RF0358
 RF0358  VERT ORDER  -  SECOND    CLASS 0
 RF0358
 RF0358.The horizontal coordinates were scaled from a topographic map and have
 RF0358.an estimated accuracy of +/- 6 seconds.
 RF0358
 RF0358.The orthometric height was determined by differential leveling
 RF0358.and adjusted by the National Geodetic Survey in June 1991..
 RF0358
 RF0358.The geoid height was determined by GEOID03.
 RF0358
 RF0358.The dynamic height is computed by dividing the NAVD 88
 RF0358.geopotential number by the normal gravity value computed on the
 RF0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0358.degrees latitude (g = 980.6199 gals.).
 RF0358
 RF0358.The modeled gravity was interpolated from observed gravity values.
 RF0358
 RF0358;                    North         East    Units  Estimated Accuracy
 RF0358;SPC ME E     -   337,520.      188,660.      MT  (+/- 180 meters Scaled)
 RF0358
 RF0358                          SUPERSEDED SURVEY CONTROL
 RF0358
 RF0358  NGVD 29 (??/??/92)  413.426  (m)         1356.38   (f) ADJ UNCH    2 0
 RF0358
 RF0358.Superseded values are not recommended for survey control.
 RF0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0358.See file dsdata.txt to determine how the superseded data were derived.
 RF0358
 RF0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM269716(NAD 83)
 RF0358_MARKER: DB = BENCH MARK DISK
 RF0358_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RF0358_SP_SET: CEDAR TREE
 RF0358_STAMPING: Q 108 1953
 RF0358_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RF0358
 RF0358  HISTORY     - Date     Condition        Report By
 RF0358  HISTORY     - 1953     MONUMENTED       CGS
 RF0358  HISTORY     - 1981     MARK NOT FOUND   NGS
 RF0358
 RF0358                          STATION DESCRIPTION
 RF0358
 RF0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0358'2.4 MI E FROM LAC FRONTIERE.
 RF0358'ABOUT 2.4 MILES EAST ALONG A PRIVATE GRAVEL ROAD LEADING TO
 RF0358'CLAYTON LAKE FROM THE JUNCTION OF ROUTE 24 AT LAC FRONTIERE, ABOUT
 RF0358'0.15 MILE WEST OF THE TOP OF A GRADE, AT BREAK IN GRADE, 25 FEET
 RF0358'NORTH OF CENTER LINE OF ROAD, SET VERTICALLY ABOUT 1 1/2 FEET
 RF0358'ABOVE GROUND IN THE SOUTH FACE OF A 10-INCH CEDAR TREE AND
 RF0358'ABOUT 1 FOOT ABOVE LEVEL OF ROAD.
 RF0358
 RF0358                          STATION RECOVERY (1981)
 RF0358
 RF0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RF0358'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0246 ***********************************************************************
 RF0246  DESIGNATION -  Q 109
 RF0246  PID         -  RF0246
 RF0246  STATE/COUNTY-  ME/PISCATAQUIS
 RF0246  USGS QUAD   -  SPIDER LAKE (1989)
 RF0246
 RF0246                         *CURRENT SURVEY CONTROL
 RF0246  ___________________________________________________________________
 RF0246* NAD 83(1986)-  46 29 13.     (N)    069 13 32.     (W)     SCALED    
 RF0246* NAVD 88     -       374.959  (meters)    1230.18   (feet)  ADJUSTED  
 RF0246  ___________________________________________________________________
 RF0246  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 RF0246  DYNAMIC HT  -         374.978 (meters)    1230.24  (feet)  COMP
 RF0246  MODELED GRAV-     980,653.4   (mgal)                       NAVD 88
 RF0246
 RF0246  VERT ORDER  -  SECOND    CLASS 0
 RF0246
 RF0246.The horizontal coordinates were scaled from a topographic map and have
 RF0246.an estimated accuracy of +/- 6 seconds.
 RF0246
 RF0246.The orthometric height was determined by differential leveling
 RF0246.and adjusted by the National Geodetic Survey in June 1991..
 RF0246
 RF0246.The geoid height was determined by GEOID03.
 RF0246
 RF0246.The dynamic height is computed by dividing the NAVD 88
 RF0246.geopotential number by the normal gravity value computed on the
 RF0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0246.degrees latitude (g = 980.6199 gals.).
 RF0246
 RF0246.The modeled gravity was interpolated from observed gravity values.
 RF0246
 RF0246;                    North         East    Units  Estimated Accuracy
 RF0246;SPC ME E     -   313,650.      244,300.      MT  (+/- 180 meters Scaled)
 RF0246
 RF0246                          SUPERSEDED SURVEY CONTROL
 RF0246
 RF0246  NGVD 29 (??/??/92)  375.148  (m)         1230.80   (f) ADJ UNCH    2 0
 RF0246
 RF0246.Superseded values are not recommended for survey control.
 RF0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0246.See file dsdata.txt to determine how the superseded data were derived.
 RF0246
 RF0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM826481(NAD 83)
 RF0246_MARKER: DB = BENCH MARK DISK
 RF0246_SETTING: 80 = SET IN A BOULDER
 RF0246_SP_SET: BOULDER
 RF0246_STAMPING: Q 109 1953
 RF0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0246+STABILITY: SURFACE MOTION
 RF0246
 RF0246  HISTORY     - Date     Condition        Report By
 RF0246  HISTORY     - 1953     MONUMENTED       CGS
 RF0246  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RF0246
 RF0246                          STATION DESCRIPTION
 RF0246
 RF0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0246'3.2 MI E FROM CHURCHILL LAKE.
 RF0246'3.25 MILES SOUTHEAST AND EAST ALONG A TRAIL FOLLOWING A TELEPHONE
 RF0246'LINE FROM THE BRIDGE AND DAM ACROSS ALLAGASH RIVER AT CHURCHILL
 RF0246'LAKE, ABOUT 0.6 MILE WEST OF JUNCTION OF TELEPHONE TRAIL AND AN
 RF0246'ABANDONED TOTE ROAD LEADING EAST TO THE NORTH COVE OF BIG
 RF0246'PLEASANT LAKE, 18 YARDS SOUTH OF CENTER OF TELEPHONE TRAIL, SET
 RF0246'VERTICALLY ABOUT 2 FEET ABOVE GROUND IN THE SOUTHWEST FACE OF
 RF0246'A 5-FOOT HIGH 8 BY 4-FOOT BOULDER (MARK FACES AWAY FROM TELEPHONE
 RF0246'LINE) AND ABOUT 12 FEET ABOVE LEVEL OF TELEPHONE TRAIL.
 RF0246
 RF0246                          STATION RECOVERY (1985)
 RF0246
 RF0246'RECOVERY NOTE BY US POWER SQUADRON 1985 (LMT)
 RF0246'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0095 ***********************************************************************
 RF0095  DESIGNATION -  Q 11
 RF0095  PID         -  RF0095
 RF0095  STATE/COUNTY-  ME/AROOSTOOK
 RF0095  USGS QUAD   -  ST CROIX LAKE (1986)
 RF0095
 RF0095                         *CURRENT SURVEY CONTROL
 RF0095  ___________________________________________________________________
 RF0095* NAD 83(1986)-  46 19 21.     (N)    068 13 30.     (W)     SCALED    
 RF0095* NAVD 88     -       202.198  (meters)     663.38   (feet)  ADJUSTED  
 RF0095  ___________________________________________________________________
 RF0095  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 RF0095  DYNAMIC HT  -         202.210 (meters)     663.42  (feet)  COMP
 RF0095  MODELED GRAV-     980,669.5   (mgal)                       NAVD 88
 RF0095
 RF0095  VERT ORDER  -  FIRST     CLASS II
 RF0095
 RF0095.The horizontal coordinates were scaled from a topographic map and have
 RF0095.an estimated accuracy of +/- 6 seconds.
 RF0095
 RF0095.The orthometric height was determined by differential leveling
 RF0095.and adjusted by the National Geodetic Survey in June 1991..
 RF0095
 RF0095.The geoid height was determined by GEOID03.
 RF0095
 RF0095.The dynamic height is computed by dividing the NAVD 88
 RF0095.geopotential number by the normal gravity value computed on the
 RF0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0095.degrees latitude (g = 980.6199 gals.).
 RF0095
 RF0095.The modeled gravity was interpolated from observed gravity values.
 RF0095
 RF0095;                    North         East    Units  Estimated Accuracy
 RF0095;SPC ME E     -   295,150.      321,180.      MT  (+/- 180 meters Scaled)
 RF0095
 RF0095                          SUPERSEDED SURVEY CONTROL
 RF0095
 RF0095  NGVD 29 (??/??/92)  202.360  (m)          663.91   (f) ADJ UNCH    1 2
 RF0095
 RF0095.Superseded values are not recommended for survey control.
 RF0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0095.See file dsdata.txt to determine how the superseded data were derived.
 RF0095
 RF0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM596301(NAD 83)
 RF0095_MARKER: DB = BENCH MARK DISK
 RF0095_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RF0095_SP_SET: CULVERT
 RF0095_STAMPING: 663.909 Q 11 1927
 RF0095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RF0095
 RF0095  HISTORY     - Date     Condition        Report By
 RF0095  HISTORY     - 1927     MONUMENTED       CGS
 RF0095
 RF0095                          STATION DESCRIPTION
 RF0095
 RF0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 RF0095'15.2 MI SE FROM MASARDIS.
 RF0095'15.2 MILES SOUTHEAST ALONG THE BANGOR AND AROOSTOOK RAILROAD
 RF0095'FROM THE STATION AT MASARDIS, AROOSTOOK COUNTY, AT CULVERT
 RF0095'A 17.69, AND IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 RF0095'HEADWALL.  A STANDARD DISK, STAMPED 663.909 Q 11 1927.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0324 ***********************************************************************
 RF0324  DESIGNATION -  Q 110
 RF0324  PID         -  RF0324
 RF0324  STATE/COUNTY-  ME/AROOSTOOK
 RF0324  USGS QUAD   -  CLAYTON LAKE (1986)
 RF0324
 RF0324                         *CURRENT SURVEY CONTROL
 RF0324  ___________________________________________________________________
 RF0324* NAD 83(1986)-  46 35 59.     (N)    069 30 29.     (W)     SCALED    
 RF0324* NAVD 88     -       339.480  (meters)    1113.78   (feet)  ADJUSTED  
 RF0324  ___________________________________________________________________
 RF0324  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 RF0324  DYNAMIC HT  -         339.493 (meters)    1113.82  (feet)  COMP
 RF0324  MODELED GRAV-     980,641.8   (mgal)                       NAVD 88
 RF0324
 RF0324  VERT ORDER  -  SECOND    CLASS 0
 RF0324
 RF0324.The horizontal coordinates were scaled from a topographic map and have
 RF0324.an estimated accuracy of +/- 6 seconds.
 RF0324
 RF0324.The orthometric height was determined by differential leveling
 RF0324.and adjusted by the National Geodetic Survey in June 1991..
 RF0324
 RF0324.The geoid height was determined by GEOID03.
 RF0324
 RF0324.The dynamic height is computed by dividing the NAVD 88
 RF0324.geopotential number by the normal gravity value computed on the
 RF0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0324.degrees latitude (g = 980.6199 gals.).
 RF0324
 RF0324.The modeled gravity was interpolated from observed gravity values.
 RF0324
 RF0324;                    North         East    Units  Estimated Accuracy
 RF0324;SPC ME E     -   326,420.      222,770.      MT  (+/- 180 meters Scaled)
 RF0324
 RF0324                          SUPERSEDED SURVEY CONTROL
 RF0324
 RF0324  NGVD 29 (??/??/92)  339.659  (m)         1114.36   (f) ADJ UNCH    2 0
 RF0324
 RF0324.Superseded values are not recommended for survey control.
 RF0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0324.See file dsdata.txt to determine how the superseded data were derived.
 RF0324
 RF0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM610608(NAD 83)
 RF0324_MARKER: DB = BENCH MARK DISK
 RF0324_SETTING: 80 = SET IN A BOULDER
 RF0324_SP_SET: BOULDER
 RF0324_STAMPING: Q 110 1953
 RF0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0324+STABILITY: SURFACE MOTION
 RF0324
 RF0324  HISTORY     - Date     Condition        Report By
 RF0324  HISTORY     - 1953     MONUMENTED       CGS
 RF0324
 RF0324                          STATION DESCRIPTION
 RF0324
 RF0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0324'1.2 MI SE FROM CLAYTON LAKE.
 RF0324'ABOUT 1.2 MILES SOUTHEAST ALONG A PRIVATE GRAVEL ROAD LEADING
 RF0324'TO CHURCHILL LAKE FROM THE POST OFFICE AT CLAYTON LAKE, ABOUT
 RF0324'0.7 MILE SOUTHEAST OF A BRIDGE OVER CHEMQUASSABAMTICOOK STREAM,
 RF0324'ON THE NORTHWEST SLOPE OF A LONG HILL, IN THE TOP OF A BOULDER
 RF0324'PROJECTING ABOUT 1 1/2 FEET ABOVE GROUND, 36 FEET NORTHEAST
 RF0324'OF CENTER LINE OF ROAD, 68 FEET EAST OF THE 7TH TELEPHONE POLE
 RF0324'NORTHWEST OF TOP OF HILL AND ABOUT 3 FEET BELOW LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0694 ***********************************************************************
 QG0694  DESIGNATION -  Q 111
 QG0694  PID         -  QG0694
 QG0694  STATE/COUNTY-  ME/PISCATAQUIS
 QG0694  USGS QUAD   -  BIG SPENCER MTN (1988)
 QG0694
 QG0694                         *CURRENT SURVEY CONTROL
 QG0694  ___________________________________________________________________
 QG0694* NAD 83(1986)-  45 48 31.     (N)    069 28 22.     (W)     SCALED    
 QG0694* NAVD 88     -       342.514  (meters)    1123.73   (feet)  ADJUSTED  
 QG0694  ___________________________________________________________________
 QG0694  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 QG0694  DYNAMIC HT  -         342.509 (meters)    1123.71  (feet)  COMP
 QG0694  MODELED GRAV-     980,593.6   (mgal)                       NAVD 88
 QG0694
 QG0694  VERT ORDER  -  SECOND    CLASS 0
 QG0694
 QG0694.The horizontal coordinates were scaled from a topographic map and have
 QG0694.an estimated accuracy of +/- 6 seconds.
 QG0694
 QG0694.The orthometric height was determined by differential leveling
 QG0694.and adjusted by the National Geodetic Survey in June 1991..
 QG0694
 QG0694.The geoid height was determined by GEOID03.
 QG0694
 QG0694.The dynamic height is computed by dividing the NAVD 88
 QG0694.geopotential number by the normal gravity value computed on the
 QG0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0694.degrees latitude (g = 980.6199 gals.).
 QG0694
 QG0694.The modeled gravity was interpolated from observed gravity values.
 QG0694
 QG0694;                    North         East    Units  Estimated Accuracy
 QG0694;SPC ME E     -   238,460.      224,390.      MT  (+/- 180 meters Scaled)
 QG0694
 QG0694                          SUPERSEDED SURVEY CONTROL
 QG0694
 QG0694  NGVD 29 (??/??/92)  342.674  (m)         1124.26   (f) ADJ UNCH    2 0
 QG0694
 QG0694.Superseded values are not recommended for survey control.
 QG0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0694.See file dsdata.txt to determine how the superseded data were derived.
 QG0694
 QG0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL632728(NAD 83)
 QG0694_MARKER: DB = BENCH MARK DISK
 QG0694_SETTING: 80 = SET IN A BOULDER
 QG0694_SP_SET: BOULDER
 QG0694_STAMPING: Q 111 1953
 QG0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0694+STABILITY: SURFACE MOTION
 QG0694
 QG0694  HISTORY     - Date     Condition        Report By
 QG0694  HISTORY     - 1953     MONUMENTED       CGS
 QG0694  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 QG0694
 QG0694                          STATION DESCRIPTION
 QG0694
 QG0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0694'16.7 MI N FROM KOKADJO.
 QG0694'8.2 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE POST OFFICE
 QG0694'AT KOKADJO, THENCE ABOUT 8.5 MILES NORTHWEST AND WEST ALONG A
 QG0694'GRAVEL ROAD, ABOUT 0.35 MILE SOUTHEAST OF A 30-FOOT POLE BRIDGE,
 QG0694'ON THE NORTHWEST SLOPE OF A HILL, IN THE NORTHEAST END OF A BOULDER
 QG0694'ABOUT 10 FEET IN DIAMETER, 26 FEET SOUTHWEST OF CENTER LINE OF
 QG0694'ROAD, 2 1/2 FEET SOUTHWEST OF NORTHEAST END OF BOULDER, 3 FEET
 QG0694'ABOVE GROUND AND ABOUT 5 FEET ABOVE LEVEL OF ROAD.
 QG0694
 QG0694                          STATION RECOVERY (1984)
 QG0694
 QG0694'RECOVERY NOTE BY US POWER SQUADRON 1984 (RPS)
 QG0694'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0269 ***********************************************************************
 RF0269  DESIGNATION -  Q 112
 RF0269  PID         -  RF0269
 RF0269  STATE/COUNTY-  ME/PISCATAQUIS
 RF0269  USGS QUAD   -  WADLEIGH POND (1989)
 RF0269
 RF0269                         *CURRENT SURVEY CONTROL
 RF0269  ___________________________________________________________________
 RF0269* NAD 83(1986)-  46 18 25.     (N)    069 42 34.     (W)     SCALED    
 RF0269* NAVD 88     -       515.291  (meters)    1690.58   (feet)  ADJUSTED  
 RF0269  ___________________________________________________________________
 RF0269  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 RF0269  DYNAMIC HT  -         515.287 (meters)    1690.57  (feet)  COMP
 RF0269  MODELED GRAV-     980,590.1   (mgal)                       NAVD 88
 RF0269
 RF0269  VERT ORDER  -  SECOND    CLASS 0
 RF0269
 RF0269.The horizontal coordinates were scaled from a topographic map and have
 RF0269.an estimated accuracy of +/- 6 seconds.
 RF0269
 RF0269.The orthometric height was determined by differential leveling
 RF0269.and adjusted by the National Geodetic Survey in June 1991..
 RF0269
 RF0269.The geoid height was determined by GEOID03.
 RF0269
 RF0269.The dynamic height is computed by dividing the NAVD 88
 RF0269.geopotential number by the normal gravity value computed on the
 RF0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0269.degrees latitude (g = 980.6199 gals.).
 RF0269
 RF0269.The modeled gravity was interpolated from observed gravity values.
 RF0269
 RF0269;                    North         East    Units  Estimated Accuracy
 RF0269;SPC ME E     -   294,100.      206,840.      MT  (+/- 180 meters Scaled)
 RF0269
 RF0269                          SUPERSEDED SURVEY CONTROL
 RF0269
 RF0269  NGVD 29 (??/??/92)  515.440  (m)         1691.07   (f) ADJ UNCH    2 0
 RF0269
 RF0269.Superseded values are not recommended for survey control.
 RF0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0269.See file dsdata.txt to determine how the superseded data were derived.
 RF0269
 RF0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM453283(NAD 83)
 RF0269_MARKER: DB = BENCH MARK DISK
 RF0269_SETTING: 66 = SET IN ROCK OUTCROP
 RF0269_SP_SET: ROCK LEDGE
 RF0269_STAMPING: Q 112 1953
 RF0269_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0269+STABILITY: POSITION/ELEVATION WELL
 RF0269
 RF0269  HISTORY     - Date     Condition        Report By
 RF0269  HISTORY     - 1953     MONUMENTED       CGS
 RF0269  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RF0269
 RF0269                          STATION DESCRIPTION
 RF0269
 RF0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0269'34.8 MI N FROM SEBOOMOOK DAM.
 RF0269'ABOUT 26.3 MILES NORTHWEST AND NORTH ALONG A GRAVEL ROAD LEADING
 RF0269'TO CAUCOMGOMOC LAKE, THENCE ABOUT 8.5 MILES NORTH AND NORTHWEST
 RF0269'ALONG A ROAD LEADING TO FRANCIS LAKE, SET IN THE TOP OF A ROCK
 RF0269'LEDGE THAT EXTENDS ACROSS ROAD, 15 FEET NORTHEAST OF CENTER LINE
 RF0269'OF ROAD, 52 FEET EAST AND ACROSS ROAD FROM A TRIANGULAR BLAZED
 RF0269'14-INCH SPRUCE TREE, 22 FEET SOUTH OF A TRIANGULAR BLAZED 8-INCH
 RF0269'BALSAM TREE, AND ABOUT 1 FOOT BELOW LEVEL OF ROAD.
 RF0269
 RF0269                          STATION RECOVERY (1985)
 RF0269
 RF0269'RECOVERY NOTE BY US POWER SQUADRON 1985 (LMR)
 RF0269'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SE0029 ***********************************************************************
 SE0029  DESIGNATION -  Q 113
 SE0029  PID         -  SE0029
 SE0029  STATE/COUNTY-  ME/AROOSTOOK
 SE0029  USGS QUAD   -  DOYLE RIDGE (1986)
 SE0029
 SE0029                         *CURRENT SURVEY CONTROL
 SE0029  ___________________________________________________________________
 SE0029* NAD 83(1986)-  47 07 08.     (N)    067 53 33.     (W)     SCALED    
 SE0029* NAVD 88     -       138.483  (meters)     454.34   (feet)  ADJUSTED  
 SE0029  ___________________________________________________________________
 SE0029  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 SE0029  DYNAMIC HT  -         138.502 (meters)     454.40  (feet)  COMP
 SE0029  MODELED GRAV-     980,748.9   (mgal)                       NAVD 88
 SE0029
 SE0029  VERT ORDER  -  SECOND    CLASS 0
 SE0029
 SE0029.The horizontal coordinates were scaled from a topographic map and have
 SE0029.an estimated accuracy of +/- 6 seconds.
 SE0029
 SE0029.The orthometric height was determined by differential leveling
 SE0029.and adjusted by the National Geodetic Survey in June 1991..
 SE0029
 SE0029.The geoid height was determined by GEOID03.
 SE0029
 SE0029.The dynamic height is computed by dividing the NAVD 88
 SE0029.geopotential number by the normal gravity value computed on the
 SE0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SE0029.degrees latitude (g = 980.6199 gals.).
 SE0029
 SE0029.The modeled gravity was interpolated from observed gravity values.
 SE0029
 SE0029;                    North         East    Units  Estimated Accuracy
 SE0029;SPC ME E     -   383,820.      346,100.      MT  (+/- 180 meters Scaled)
 SE0029
 SE0029                          SUPERSEDED SURVEY CONTROL
 SE0029
 SE0029  NGVD 29 (??/??/92)  138.660  (m)          454.92   (f) ADJ UNCH    2 0
 SE0029
 SE0029.Superseded values are not recommended for survey control.
 SE0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SE0029.See file dsdata.txt to determine how the superseded data were derived.
 SE0029
 SE0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN840189(NAD 83)
 SE0029_MARKER: P = PIPE CAP
 SE0029_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SE0029_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SE0029_STAMPING: Q 113 1953
 SE0029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SE0029
 SE0029  HISTORY     - Date     Condition        Report By
 SE0029  HISTORY     - 1953     MONUMENTED       CGS
 SE0029
 SE0029                          STATION DESCRIPTION
 SE0029
 SE0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 SE0029'3.2 MI SE FROM VAN BUREN.
 SE0029'3.2 MILES SOUTHEAST ALONG STATE HIGHWAY 165 FROM THE POST OFFICE
 SE0029'AT VAN BUREN, 31 FEET EAST OF CENTER LINE OF HIGHWAY, 133 FEET
 SE0029'NORTH-NORTHWEST OF NORTHWEST CORNER OF THE NORTH ONE OF TWO
 SE0029'POTATO STORAGE HOUSES, 73 1/2 FEET SOUTHEAST AND ACROSS HIGHWAY
 SE0029'FROM TELEPHONE POLE NO. 133, 36 FEET WEST-NORTHWEST OF NORTHWEST
 SE0029'CORNER OF NORTH WING OF A BROWN SHINGLE HOUSE WITH GREEN ROOF,
 SE0029'4 1/2 FEET EAST OF A POWER POLE, 2 1/2 FEET ABOVE LEVEL OF
 SE0029'HIGHWAY AND IS DISK WELDED ON THE TOP OF A 3-INCH IRON PIPE 6-FEET
 SE0029'LONG AND PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0398 ***********************************************************************
 QG0398  DESIGNATION -  Q 114
 QG0398  PID         -  QG0398
 QG0398  STATE/COUNTY-  ME/PISCATAQUIS
 QG0398  USGS QUAD   -  SEBOEIS LAKE (1988)
 QG0398
 QG0398                         *CURRENT SURVEY CONTROL
 QG0398  ___________________________________________________________________
 QG0398* NAD 83(1986)-  45 23 23.     (N)    068 54 02.     (W)     SCALED    
 QG0398* NAVD 88     -       138.633  (meters)     454.83   (feet)  ADJUSTED  
 QG0398  ___________________________________________________________________
 QG0398  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 QG0398  DYNAMIC HT  -         138.633 (meters)     454.83  (feet)  COMP
 QG0398  MODELED GRAV-     980,610.0   (mgal)                       NAVD 88
 QG0398
 QG0398  VERT ORDER  -  SECOND    CLASS 0
 QG0398
 QG0398.The horizontal coordinates were scaled from a topographic map and have
 QG0398.an estimated accuracy of +/- 6 seconds.
 QG0398
 QG0398.The orthometric height was determined by differential leveling
 QG0398.and adjusted by the National Geodetic Survey in June 1991..
 QG0398
 QG0398.The geoid height was determined by GEOID03.
 QG0398
 QG0398.The dynamic height is computed by dividing the NAVD 88
 QG0398.geopotential number by the normal gravity value computed on the
 QG0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0398.degrees latitude (g = 980.6199 gals.).
 QG0398
 QG0398.The modeled gravity was interpolated from observed gravity values.
 QG0398
 QG0398;                    North         East    Units  Estimated Accuracy
 QG0398;SPC ME E     -   191,530.      268,640.      MT  (+/- 180 meters Scaled)
 QG0398
 QG0398                          SUPERSEDED SURVEY CONTROL
 QG0398
 QG0398  NGVD 29 (??/??/92)  138.808  (m)          455.41   (f) ADJ UNCH    2 0
 QG0398
 QG0398.Superseded values are not recommended for survey control.
 QG0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0398.See file dsdata.txt to determine how the superseded data were derived.
 QG0398
 QG0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL077262(NAD 83)
 QG0398_MARKER: DB = BENCH MARK DISK
 QG0398_SETTING: 80 = SET IN A BOULDER
 QG0398_SP_SET: BOULDER
 QG0398_STAMPING: Q 114 1953
 QG0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0398+STABILITY: SURFACE MOTION
 QG0398
 QG0398  HISTORY     - Date     Condition        Report By
 QG0398  HISTORY     - 1953     MONUMENTED       CGS
 QG0398
 QG0398                          STATION DESCRIPTION
 QG0398
 QG0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0398'4.7 MI N FROM ADAMS.
 QG0398'4.7 MILES NORTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM THE
 QG0398'CROSSING OF THE CANADIAN PACIFIC RAILWAY AT ADAMS, 82 YARDS SOUTH
 QG0398'OF MILE POST 21, 39 YARDS SOUTH OF PIPE CULVERT 20.98, 28 FEET
 QG0398'EAST OF EAST RAIL, IN THE TOP AND 1 1/2 FEET NORTH OF SOUTH END
 QG0398'OF A 1 1/2-FOOT HIGH 6 BY 3 FOOT RIDGE SHAPED BOULDER AND ABOUT
 QG0398'1/2 FOOT BELOW TOP OF RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0006 ***********************************************************************
 QF0006  DESIGNATION -  Q 115
 QF0006  PID         -  QF0006
 QF0006  STATE/COUNTY-  ME/WASHINGTON
 QF0006  USGS QUAD   -  MEDDYBEMPS LAKE EAST (1987)
 QF0006
 QF0006                         *CURRENT SURVEY CONTROL
 QF0006  ___________________________________________________________________
 QF0006* NAD 83(1986)-  45 00 40.     (N)    067 15 12.     (W)     SCALED    
 QF0006* NAVD 88     -        24.357  (meters)      79.91   (feet)  ADJUSTED  
 QF0006  ___________________________________________________________________
 QF0006  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 QF0006  DYNAMIC HT  -          24.356 (meters)      79.91  (feet)  COMP
 QF0006  MODELED GRAV-     980,602.4   (mgal)                       NAVD 88
 QF0006
 QF0006  VERT ORDER  -  FIRST     CLASS I
 QF0006
 QF0006.The horizontal coordinates were scaled from a topographic map and have
 QF0006.an estimated accuracy of +/- 6 seconds.
 QF0006
 QF0006.The orthometric height was determined by differential leveling
 QF0006.and adjusted by the National Geodetic Survey in June 1991..
 QF0006
 QF0006.The geoid height was determined by GEOID03.
 QF0006
 QF0006.The dynamic height is computed by dividing the NAVD 88
 QF0006.geopotential number by the normal gravity value computed on the
 QF0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0006.degrees latitude (g = 980.6199 gals.).
 QF0006
 QF0006.The modeled gravity was interpolated from observed gravity values.
 QF0006
 QF0006;                    North         East    Units  Estimated Accuracy
 QF0006;SPC ME E     -   150,130.      398,270.      MT  (+/- 180 meters Scaled)
 QF0006
 QF0006                          SUPERSEDED SURVEY CONTROL
 QF0006
 QF0006  NGVD 29 (??/??/92)   24.57   (m)           80.6    (f) COMPUTED    1 1
 QF0006
 QF0006.Superseded values are not recommended for survey control.
 QF0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0006.See file dsdata.txt to determine how the superseded data were derived.
 QF0006
 QF0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK376856(NAD 83)
 QF0006_MARKER: DB = BENCH MARK DISK
 QF0006_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QF0006_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QF0006_STAMPING: Q 115 1953
 QF0006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QF0006
 QF0006  HISTORY     - Date     Condition        Report By
 QF0006  HISTORY     - 1953     MONUMENTED       CGS
 QF0006  HISTORY     - 1966     GOOD             NGS
 QF0006  HISTORY     - 1978     GOOD             DMA
 QF0006
 QF0006                          STATION DESCRIPTION
 QF0006
 QF0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 QF0006'0.8 MI S FROM CHARLOTTE.
 QF0006'0.8 MILE SOUTH ALONG THE MAINE CENTRAL RAILROAD FROM THE CROSSING
 QF0006'OF A BLACK TOPPED ROAD AT CHARLOTTE, ABOUT 0.5 MILE SOUTH OF
 QF0006'MILEPOST C14/P256, 357 FEET SOUTH-SOUTHWEST OF THE NORTHWEST END
 QF0006'OF THE SOUTHWEST WOODEN ABUTMENT OF A WOODEN TRESTLE OVER A
 QF0006'STREAM CONNECTING ROUND LAKE AND PENNAMAQUAM LAKE, 37.0 FEET
 QF0006'NORTH-NORTHWEST OF A TELEPHONE POLE, 31.5 FEET WEST OF THE WEST
 QF0006'RAIL, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND IS
 QF0006'A DISK WELDED ON TOP OF A 3-INCH IRON PIPE PROJECTING 10-INCHES.
 QF0006'DISK SLIGHTLY CONCAVE.
 QF0006
 QF0006                          STATION RECOVERY (1978)
 QF0006
 QF0006'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 QF0006'MONUMENT IS FIVE TENTHS OF A MILE SOUTH OF MILE POST C13 P257.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0056 ***********************************************************************
 RG0056  DESIGNATION -  Q 116
 RG0056  PID         -  RG0056
 RG0056  STATE/COUNTY-  ME/SOMERSET
 RG0056  USGS QUAD   -  HARDWOOD MOUNTAIN (1989)
 RG0056
 RG0056                         *CURRENT SURVEY CONTROL
 RG0056  ___________________________________________________________________
 RG0056* NAD 83(1986)-  46 25 29.     (N)    070 00 43.     (W)     SCALED    
 RG0056* NAVD 88     -       440.657  (meters)    1445.72   (feet)  ADJUSTED  
 RG0056  ___________________________________________________________________
 RG0056  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 RG0056  DYNAMIC HT  -         440.663 (meters)    1445.74  (feet)  COMP
 RG0056  MODELED GRAV-     980,614.6   (mgal)                       NAVD 88
 RG0056
 RG0056  VERT ORDER  -  SECOND    CLASS 0
 RG0056
 RG0056.The horizontal coordinates were scaled from a topographic map and have
 RG0056.an estimated accuracy of +/- 6 seconds.
 RG0056
 RG0056.The orthometric height was determined by differential leveling
 RG0056.and adjusted by the National Geodetic Survey in June 1991..
 RG0056
 RG0056.The geoid height was determined by GEOID03.
 RG0056
 RG0056.The dynamic height is computed by dividing the NAVD 88
 RG0056.geopotential number by the normal gravity value computed on the
 RG0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RG0056.degrees latitude (g = 980.6199 gals.).
 RG0056
 RG0056.The modeled gravity was interpolated from observed gravity values.
 RG0056
 RG0056;                    North         East    Units  Estimated Accuracy
 RG0056;SPC ME W     -   399,090.      911,890.      MT  (+/- 180 meters Scaled)
 RG0056
 RG0056                          SUPERSEDED SURVEY CONTROL
 RG0056
 RG0056  NGVD 29 (??/??/92)  440.825  (m)         1446.27   (f) ADJ UNCH    2 0
 RG0056
 RG0056.Superseded values are not recommended for survey control.
 RG0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0056.See file dsdata.txt to determine how the superseded data were derived.
 RG0056
 RG0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM222417(NAD 83)
 RG0056_MARKER: DB = BENCH MARK DISK
 RG0056_SETTING: 80 = SET IN A BOULDER
 RG0056_SP_SET: BOULDER
 RG0056_STAMPING: Q 116 1953
 RG0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RG0056+STABILITY: SURFACE MOTION
 RG0056
 RG0056  HISTORY     - Date     Condition        Report By
 RG0056  HISTORY     - 1953     MONUMENTED       CGS
 RG0056  HISTORY     - 1959     POOR             USGS
 RG0056  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RG0056
 RG0056                          STATION DESCRIPTION
 RG0056
 RG0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RG0056'11.6 MI SE FROM STE CAMILLE.
 RG0056'11.65 MILES SOUTHEAST ALONG A ROAD FROM THE CROSSING OF THE
 RG0056'QUEBEC CENTRAL RAILWAY AND STATION AT STE CAMILLE, ABOUT 1.4
 RG0056'MILES WEST OF AN ABANDONED LOGGING CAMP, 16 FEET NORTH OF CENTER
 RG0056'LINE OF ROAD, 63 1/2 FEET NORTHEAST AND ACROSS ROAD FROM A
 RG0056'TRIANGULAR BLAZED 8-INCH MAPLE TREE, 74 1/2 FEET NORTHWEST AND
 RG0056'ACROSS ROAD FROM A TRIANGULAR BLAZED 8-INCH ASPEN TREE, IN THE
 RG0056'TOP AND 1 FOOT NORTH OF THE SOUTH CORNER OF A 5 BY 4-FOOT
 RG0056'EMBEDDED BOULDER PROJECTING 1 1/2 FEET AND ABOUT 1 FOOT ABOVE
 RG0056'LEVEL OF ROAD.
 RG0056
 RG0056                          STATION RECOVERY (1959)
 RG0056
 RG0056'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 RG0056'MARK RECOVERED IN POOR CONDITION.
 RG0056
 RG0056                          STATION RECOVERY (1985)
 RG0056
 RG0056'RECOVERY NOTE BY US POWER SQUADRON 1985 (LEP)
 RG0056'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0509 ***********************************************************************
 QG0509  DESIGNATION -  Q 12
 QG0509  PID         -  QG0509
 QG0509  STATE/COUNTY-  ME/PENOBSCOT
 QG0509  USGS QUAD   -  STACYVILLE (1989)
 QG0509
 QG0509                         *CURRENT SURVEY CONTROL
 QG0509  ___________________________________________________________________
 QG0509* NAD 83(1986)-  45 48 45.     (N)    068 30 08.     (W)     SCALED    
 QG0509* NAVD 88     -       143.845  (meters)     471.93   (feet)  ADJUSTED  
 QG0509  ___________________________________________________________________
 QG0509  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 QG0509  DYNAMIC HT  -         143.849 (meters)     471.94  (feet)  COMP
 QG0509  MODELED GRAV-     980,641.8   (mgal)                       NAVD 88
 QG0509
 QG0509  VERT ORDER  -  FIRST     CLASS II
 QG0509
 QG0509.The horizontal coordinates were scaled from a topographic map and have
 QG0509.an estimated accuracy of +/- 6 seconds.
 QG0509
 QG0509.The orthometric height was determined by differential leveling
 QG0509.and adjusted by the National Geodetic Survey in June 1991..
 QG0509
 QG0509.The geoid height was determined by GEOID03.
 QG0509
 QG0509.The dynamic height is computed by dividing the NAVD 88
 QG0509.geopotential number by the normal gravity value computed on the
 QG0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0509.degrees latitude (g = 980.6199 gals.).
 QG0509
 QG0509.The modeled gravity was interpolated from observed gravity values.
 QG0509
 QG0509;                    North         East    Units  Estimated Accuracy
 QG0509;SPC ME E     -   238,440.      299,830.      MT  (+/- 180 meters Scaled)
 QG0509
 QG0509                          SUPERSEDED SURVEY CONTROL
 QG0509
 QG0509  NGVD 29 (??/??/92)  144.018  (m)          472.50   (f) ADJ UNCH    1 2
 QG0509
 QG0509.Superseded values are not recommended for survey control.
 QG0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0509.See file dsdata.txt to determine how the superseded data were derived.
 QG0509
 QG0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL386733(NAD 83)
 QG0509_MARKER: DB = BENCH MARK DISK
 QG0509_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QG0509_SP_SET: CULVERT
 QG0509_STAMPING: 472.499 Q 12 1927
 QG0509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG0509
 QG0509  HISTORY     - Date     Condition        Report By
 QG0509  HISTORY     - 1927     MONUMENTED       CGS
 QG0509
 QG0509                          STATION DESCRIPTION
 QG0509
 QG0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 QG0509'1.7 MI S FROM DAVIDSON.
 QG0509'1.7 MILES SOUTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM THE
 QG0509'STATION AT DAVIDSON, PENOBSCOT COUNTY, AT CULVERT 121.28, IN THE
 QG0509'TOP OF THE NORTHWEST CORNER, AND 6 FEET WEST OF THE WEST RAIL.
 QG0509'A STANDARD DISK, STAMPED 472.499 Q 12 1927.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0116 ***********************************************************************
 OC0116  DESIGNATION -  Q 121
 OC0116  PID         -  OC0116
 OC0116  STATE/COUNTY-  ME/CUMBERLAND
 OC0116  USGS QUAD   -  PORTLAND WEST (1978)
 OC0116
 OC0116                         *CURRENT SURVEY CONTROL
 OC0116  ___________________________________________________________________
 OC0116* NAD 83(1986)-  43 40 36.     (N)    070 20 35.     (W)     SCALED    
 OC0116* NAVD 88     -        26.243  (meters)      86.10   (feet)  ADJUSTED  
 OC0116  ___________________________________________________________________
 OC0116  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 OC0116  DYNAMIC HT  -          26.239 (meters)      86.09  (feet)  COMP
 OC0116  MODELED GRAV-     980,492.6   (mgal)                       NAVD 88
 OC0116
 OC0116  VERT ORDER  -  FIRST     CLASS II
 OC0116
 OC0116.The horizontal coordinates were scaled from a topographic map and have
 OC0116.an estimated accuracy of +/- 6 seconds.
 OC0116
 OC0116.The orthometric height was determined by differential leveling
 OC0116.and adjusted by the National Geodetic Survey in June 1991..
 OC0116
 OC0116.The geoid height was determined by GEOID03.
 OC0116
 OC0116.The dynamic height is computed by dividing the NAVD 88
 OC0116.geopotential number by the normal gravity value computed on the
 OC0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0116.degrees latitude (g = 980.6199 gals.).
 OC0116
 OC0116.The modeled gravity was interpolated from observed gravity values.
 OC0116
 OC0116;                    North         East    Units  Estimated Accuracy
 OC0116;SPC ME W     -    93,700.      885,780.      MT  (+/- 180 meters Scaled)
 OC0116
 OC0116                          SUPERSEDED SURVEY CONTROL
 OC0116
 OC0116  NGVD 29 (??/??/92)   26.455  (m)           86.79   (f) ADJ UNCH    1 2
 OC0116
 OC0116.Superseded values are not recommended for survey control.
 OC0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0116.See file dsdata.txt to determine how the superseded data were derived.
 OC0116
 OC0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ917368(NAD 83)
 OC0116_MARKER: DB = BENCH MARK DISK
 OC0116_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC0116_SP_SET: BUILDING FOUNDATION
 OC0116_STAMPING: Q 121 1955
 OC0116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC0116
 OC0116  HISTORY     - Date     Condition        Report By
 OC0116  HISTORY     - 1955     MONUMENTED       CGS
 OC0116  HISTORY     - 1976     GOOD             NGS
 OC0116  HISTORY     - 19940617 GOOD             USPSQD
 OC0116
 OC0116                          STATION DESCRIPTION
 OC0116
 OC0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 OC0116'0.4 MI SE FROM WESTBROOK.
 OC0116'ABOUT 0.45 MILE SOUTHEAST ALONG THE MAINE CENTRAL RAILROAD
 OC0116'FROM CUMBERLAND MILLS STATION AT WESTBROOK, ABOUT 0.8 MILE
 OC0116'NORTHWEST OF OVERPASS OF MAINE TURNPIKE OVER TRACK, ABOUT 112
 OC0116'YARDS SOUTHEAST OF MILE POST P 5, SET VERTICALLY IN THE NORTHEAST
 OC0116'FACE OF THE CONCRETE FOUNDATION OF LONG 2-STORY CONCRETE BLOCK
 OC0116'BUILDING OF SAUNDERS BROTHERS MANUFACTURING COMPANY, 48 FEET
 OC0116'SOUTHWEST OF SOUTHWEST RAIL, 1.8 FEET NORTHWEST OF EAST CORNER
 OC0116'OF BUILDING, 1 1/2 FEET ABOVE GROUND AND ABOUT 7 FEET ABOVE
 OC0116'LEVEL OF TRACK.
 OC0116
 OC0116                          STATION RECOVERY (1976)
 OC0116
 OC0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0116'RECOVERED IN GOOD CONDITION.
 OC0116
 OC0116                          STATION RECOVERY (1994)
 OC0116
 OC0116'RECOVERY NOTE BY US POWER SQUADRON 1994
 OC0116'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0548 ***********************************************************************
 OC0548  DESIGNATION -  Q 122
 OC0548  PID         -  OC0548
 OC0548  STATE/COUNTY-  ME/CUMBERLAND
 OC0548  USGS QUAD   -  STEEP FALLS (1983)
 OC0548
 OC0548                         *CURRENT SURVEY CONTROL
 OC0548  ___________________________________________________________________
 OC0548* NAD 83(1986)-  43 48 04.     (N)    070 44 21.     (W)     SCALED    
 OC0548* NAVD 88     -       100.625  (meters)     330.13   (feet)  ADJUSTED  
 OC0548  ___________________________________________________________________
 OC0548  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 OC0548  DYNAMIC HT  -         100.609 (meters)     330.08  (feet)  COMP
 OC0548  MODELED GRAV-     980,460.4   (mgal)                       NAVD 88
 OC0548
 OC0548  VERT ORDER  -  FIRST     CLASS II
 OC0548
 OC0548.The horizontal coordinates were scaled from a topographic map and have
 OC0548.an estimated accuracy of +/- 6 seconds.
 OC0548
 OC0548.The orthometric height was determined by differential leveling
 OC0548.and adjusted by the National Geodetic Survey in June 1991..
 OC0548
 OC0548.The geoid height was determined by GEOID03.
 OC0548
 OC0548.The dynamic height is computed by dividing the NAVD 88
 OC0548.geopotential number by the normal gravity value computed on the
 OC0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0548.degrees latitude (g = 980.6199 gals.).
 OC0548
 OC0548.The modeled gravity was interpolated from observed gravity values.
 OC0548
 OC0548;                    North         East    Units  Estimated Accuracy
 OC0548;SPC ME W     -   107,680.      853,930.      MT  (+/- 180 meters Scaled)
 OC0548
 OC0548                          SUPERSEDED SURVEY CONTROL
 OC0548
 OC0548  NGVD 29 (??/??/92)  100.803  (m)          330.72   (f) ADJ UNCH    1 2
 OC0548
 OC0548.Superseded values are not recommended for survey control.
 OC0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0548.See file dsdata.txt to determine how the superseded data were derived.
 OC0548
 OC0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ600512(NAD 83)
 OC0548_MARKER: DB = BENCH MARK DISK
 OC0548_SETTING: 66 = SET IN ROCK OUTCROP
 OC0548_SP_SET: ROCK CUT
 OC0548_STAMPING: Q 122 1955
 OC0548_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC0548+STABILITY: POSITION/ELEVATION WELL
 OC0548_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OC0548+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2004
 OC0548
 OC0548  HISTORY     - Date     Condition        Report By
 OC0548  HISTORY     - 1955     MONUMENTED       CGS
 OC0548  HISTORY     - 1976     GOOD             NGS
 OC0548  HISTORY     - 20040327 GOOD             GEOCAC
 OC0548
 OC0548                          STATION DESCRIPTION
 OC0548
 OC0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 OC0548'2.2 MI E FROM CORNISH.
 OC0548'2.25 MILES EAST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 OC0548'STATION AT CORNISH, ABOUT 0.45 MILE EAST OF MILE POST P 30, ABOUT
 OC0548'0.35 MILE WEST OF CROSSING OF A NORTHWEST-SOUTHEAST BLACK TOP
 OC0548'ROAD, ABOUT 0.1 MILE WEST OF CROSSING OF A STEEL TOWER POWER
 OC0548'TRANSMISSION LINE, SET VERTICALLY NEAR THE CENTER AND IN THE
 OC0548'NORTH FACE OF A 4 1/2-FOOT HIGH 17-FOOT WIDE LAYER OF ROCK IN
 OC0548'A ROCK CUT, 8.6 FEET SOUTH OF SOUTH RAIL AND ABOUT 1 FOOT ABOVE
 OC0548'LEVEL OF TRACK.
 OC0548
 OC0548                          STATION RECOVERY (1976)
 OC0548
 OC0548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0548'RECOVERED IN GOOD CONDITION.
 OC0548
 OC0548                          STATION RECOVERY (2004)
 OC0548
 OC0548'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 OC0548'RECOVERED AS DESCRIBED. DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1484 ***********************************************************************
 PE1484  DESIGNATION -  Q 128
 PE1484  PID         -  PE1484
 PE1484  STATE/COUNTY-  ME/KENNEBEC
 PE1484  USGS QUAD   -  CLINTON (1988)
 PE1484
 PE1484                         *CURRENT SURVEY CONTROL
 PE1484  ___________________________________________________________________
 PE1484* NAD 83(1986)-  44 38 36.     (N)    069 30 21.     (W)     SCALED    
 PE1484* NAVD 88     -        36.820  (meters)     120.80   (feet)  ADJUSTED  
 PE1484  ___________________________________________________________________
 PE1484  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 PE1484  DYNAMIC HT  -          36.818 (meters)     120.79  (feet)  COMP
 PE1484  MODELED GRAV-     980,569.5   (mgal)                       NAVD 88
 PE1484
 PE1484  VERT ORDER  -  SECOND    CLASS 0
 PE1484
 PE1484.The horizontal coordinates were scaled from a topographic map and have
 PE1484.an estimated accuracy of +/- 6 seconds.
 PE1484
 PE1484.The orthometric height was determined by differential leveling
 PE1484.and adjusted by the National Geodetic Survey in June 1991..
 PE1484
 PE1484.The geoid height was determined by GEOID03.
 PE1484
 PE1484.The dynamic height is computed by dividing the NAVD 88
 PE1484.geopotential number by the normal gravity value computed on the
 PE1484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1484.degrees latitude (g = 980.6199 gals.).
 PE1484
 PE1484.The modeled gravity was interpolated from observed gravity values.
 PE1484
 PE1484;                    North         East    Units  Estimated Accuracy
 PE1484;SPC ME W     -   201,310.      952,430.      MT  (+/- 180 meters Scaled)
 PE1484
 PE1484                          SUPERSEDED SURVEY CONTROL
 PE1484
 PE1484  NGVD 29 (??/??/92)   37.040  (m)          121.52   (f) ADJ UNCH    2 0
 PE1484
 PE1484.Superseded values are not recommended for survey control.
 PE1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1484.See file dsdata.txt to determine how the superseded data were derived.
 PE1484
 PE1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK598434(NAD 83)
 PE1484_MARKER: DB = BENCH MARK DISK
 PE1484_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE1484_SP_SET: BRIDGE
 PE1484_STAMPING: Q 128 1958
 PE1484_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE1484
 PE1484  HISTORY     - Date     Condition        Report By
 PE1484  HISTORY     - 1958     MONUMENTED       CGS
 PE1484  HISTORY     - 1978     GOOD             LOCENG
 PE1484  HISTORY     - 20060811 GOOD             USPSQD
 PE1484
 PE1484                          STATION DESCRIPTION
 PE1484
 PE1484'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE1484'0.3 MI N FROM CLINTON.
 PE1484'ABOUT 0.3 MILES NORTH ALONG A BLACKTOP ROAD FROM THE MAINE
 PE1484'CENTRAL RAILROAD STATION AT CLINTON, SET IN THE TOP OF THE
 PE1484'NORTHWEST END OF THE WINGWALL AT THE SOUTHEAST CORNER OF A
 PE1484'20-FOOT CONCRETE BRIDGE, 13 FEET EAST OF THE CENTERLINE OF THE
 PE1484'BLACKTOP ROAD, ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE ROAD.
 PE1484
 PE1484                          STATION RECOVERY (1978)
 PE1484
 PE1484'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 PE1484'RECOVERED IN GOOD CONDITION.
 PE1484
 PE1484                          STATION RECOVERY (2006)
 PE1484
 PE1484'RECOVERY NOTE BY US POWER SQUADRON 2006 (AMW)
 PE1484'THE BLACKTOP ROAD IS RAILROAD ST. UP FROM THE POST OFFICE. THE STATION
 PE1484'NO LONGER EXISTS. THE DISTANCE IS MEASURED FROM THE TRACKS 0.3 MILE TO
 PE1484'HILL RD. ON THE LEFT THEN 0.1 MILE TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0693 ***********************************************************************
 PE0693  DESIGNATION -  Q 129
 PE0693  PID         -  PE0693
 PE0693  STATE/COUNTY-  ME/SOMERSET
 PE0693  USGS QUAD   -  PITTSFIELD (1982)
 PE0693
 PE0693                         *CURRENT SURVEY CONTROL
 PE0693  ___________________________________________________________________
 PE0693* NAD 83(1986)-  44 46 13.     (N)    069 24 27.     (W)     SCALED    
 PE0693* NAVD 88     -        62.833  (meters)     206.14   (feet)  ADJUSTED  
 PE0693  ___________________________________________________________________
 PE0693  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 PE0693  DYNAMIC HT  -          62.829 (meters)     206.13  (feet)  COMP
 PE0693  MODELED GRAV-     980,570.4   (mgal)                       NAVD 88
 PE0693  OBS GRAVITY -     980,573.0   (mgal)                       GRAV_OBS
 PE0693
 PE0693  VERT ORDER  -  FIRST     CLASS I
 PE0693
 PE0693.The horizontal coordinates were scaled from a topographic map and have
 PE0693.an estimated accuracy of +/- 6 seconds.
 PE0693
 PE0693.The orthometric height was determined by differential leveling
 PE0693.and adjusted by the National Geodetic Survey in June 1991..
 PE0693
 PE0693.The geoid height was determined by GEOID03.
 PE0693
 PE0693.The dynamic height is computed by dividing the NAVD 88
 PE0693.geopotential number by the normal gravity value computed on the
 PE0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0693.degrees latitude (g = 980.6199 gals.).
 PE0693
 PE0693.The modeled gravity was interpolated from observed gravity values.
 PE0693.The observed gravity was obtained from relative gravimeter ties
 PE0693.to the IGSN71 gravity network.
 PE0693
 PE0693;                    North         East    Units  Estimated Accuracy
 PE0693;SPC ME W     -   215,480.      960,100.      MT  (+/- 180 meters Scaled)
 PE0693
 PE0693                          SUPERSEDED SURVEY CONTROL
 PE0693
 PE0693  NGVD 29 (??/??/92)   63.045  (m)          206.84   (f) ADJ UNCH    1 1
 PE0693
 PE0693.Superseded values are not recommended for survey control.
 PE0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0693.See file dsdata.txt to determine how the superseded data were derived.
 PE0693
 PE0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK677575(NAD 83)
 PE0693_MARKER: DB = BENCH MARK DISK
 PE0693_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE0693_SP_SET: CULVERT
 PE0693_STAMPING: Q 129 1958
 PE0693_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE0693
 PE0693  HISTORY     - Date     Condition        Report By
 PE0693  HISTORY     - 1958     MONUMENTED       CGS
 PE0693  HISTORY     - 1966     GOOD             NGS
 PE0693  HISTORY     - 1978     GOOD             DOD
 PE0693  HISTORY     - 1984     GOOD             USPSQD
 PE0693  HISTORY     - 1989     GOOD             USPSQD
 PE0693
 PE0693                          STATION DESCRIPTION
 PE0693
 PE0693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0693'1.5 MI SW FROM PITTSFIELD.
 PE0693'1.5 MILES SOUTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE0693'STATION AT PITTSFIELD, ABOUT 0.1 MILE SOUTH OF MILEPOST
 PE0693'P102/V149, 6 RAILS NORTH OF A ROAD CROSSING, IN THE TOP OF THE
 PE0693'NORTH END OF THE EAST CONCRETE HEAD WALL FOR A 4-FOOT STONE BOX
 PE0693'CULVERT, 10.7 FEET EAST OF THE EAST RAIL, AND ABOUT 2 1/2 FEET
 PE0693'BELOW THE LEVEL OF THE TRACK.  NOTE-- ALSO 1.4 MILES SOUTHWEST
 PE0693'ALONG STATE HIGHWAYS 100 AND 11 FROM THE STATION AT PITTSFIELD,
 PE0693'THENCE 0.2 MILE WEST ALONG A BLACK TOPPED ROAD.
 PE0693
 PE0693                          STATION RECOVERY (1978)
 PE0693
 PE0693'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE0693'RECOVERED IN GOOD CONDITION.
 PE0693
 PE0693                          STATION RECOVERY (1984)
 PE0693
 PE0693'RECOVERY NOTE BY US POWER SQUADRON 1984
 PE0693'RECOVERED IN GOOD CONDITION.
 PE0693
 PE0693                          STATION RECOVERY (1989)
 PE0693
 PE0693'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELG)
 PE0693'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0326 ***********************************************************************
 QG0326  DESIGNATION -  Q 13
 QG0326  PID         -  QG0326
 QG0326  STATE/COUNTY-  ME/PISCATAQUIS
 QG0326  USGS QUAD   -  MILO NORTH (1988)
 QG0326
 QG0326                         *CURRENT SURVEY CONTROL
 QG0326  ___________________________________________________________________
 QG0326* NAD 83(1986)-  45 16 09.     (N)    068 59 50.     (W)     SCALED    
 QG0326* NAVD 88     -       100.237  (meters)     328.86   (feet)  ADJUSTED  
 QG0326  ___________________________________________________________________
 QG0326  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 QG0326  DYNAMIC HT  -         100.235 (meters)     328.85  (feet)  COMP
 QG0326  MODELED GRAV-     980,596.3   (mgal)                       NAVD 88
 QG0326
 QG0326  VERT ORDER  -  FIRST     CLASS II
 QG0326
 QG0326.The horizontal coordinates were scaled from a topographic map and have
 QG0326.an estimated accuracy of +/- 6 seconds.
 QG0326
 QG0326.The orthometric height was determined by differential leveling
 QG0326.and adjusted by the National Geodetic Survey in June 1991..
 QG0326
 QG0326.The geoid height was determined by GEOID03.
 QG0326
 QG0326.The dynamic height is computed by dividing the NAVD 88
 QG0326.geopotential number by the normal gravity value computed on the
 QG0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0326.degrees latitude (g = 980.6199 gals.).
 QG0326
 QG0326.The modeled gravity was interpolated from observed gravity values.
 QG0326
 QG0326;                    North         East    Units  Estimated Accuracy
 QG0326;SPC ME E     -   178,170.      260,980.      MT  (+/- 180 meters Scaled)
 QG0326
 QG0326                          SUPERSEDED SURVEY CONTROL
 QG0326
 QG0326  NGVD 29 (??/??/92)  100.416  (m)          329.45   (f) ADJ UNCH    1 2
 QG0326
 QG0326.Superseded values are not recommended for survey control.
 QG0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0326.See file dsdata.txt to determine how the superseded data were derived.
 QG0326
 QG0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL002128(NAD 83)
 QG0326_MARKER: DB = BENCH MARK DISK
 QG0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0326_STAMPING: 329.402 Q 13 1927
 QG0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0326+STABILITY: SURFACE MOTION
 QG0326
 QG0326  HISTORY     - Date     Condition        Report By
 QG0326  HISTORY     - 1927     MONUMENTED       CGS
 QG0326  HISTORY     - 1953     GOOD             NGS
 QG0326  HISTORY     - 1987     GOOD             USPSQD
 QG0326
 QG0326                          STATION DESCRIPTION
 QG0326
 QG0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 QG0326'1.4 MI NW FROM MILO.
 QG0326'1.45 MILES NORTHWEST ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 QG0326'THE STATION AT MILO, 146 1/2 FEET SOUTH OF CENTER OF CROSSING
 QG0326'OF STATE HIGHWAY 221, 26.2 FEET WEST OF WEST RAIL, 110 FEET SOUTH
 QG0326'OF WEST END OF PIPE CULVERT NO. 68.68 UNDER TRACK, 37 FEET SOUTH
 QG0326'OF CENTER LINE OF A DRIVE TO A 2-STORY FARM HOUSE, 2 1/2 FEET
 QG0326'EAST OF A FENCE LINE, ABOUT 1 FOOT ABOVE LEVEL OF TRACK AND SET
 QG0326'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 QG0326
 QG0326                          STATION RECOVERY (1987)
 QG0326
 QG0326'RECOVERY NOTE BY US POWER SQUADRON 1987 (ELG)
 QG0326'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0760 ***********************************************************************
 PE0760  DESIGNATION -  Q 130
 PE0760  PID         -  PE0760
 PE0760  STATE/COUNTY-  ME/PENOBSCOT
 PE0760  USGS QUAD   -  PLYMOUTH (1982)
 PE0760
 PE0760                         *CURRENT SURVEY CONTROL
 PE0760  ___________________________________________________________________
 PE0760* NAD 83(1986)-  44 47 36.     (N)    069 09 58.     (W)     SCALED    
 PE0760* NAVD 88     -       131.742  (meters)     432.22   (feet)  ADJUSTED  
 PE0760  ___________________________________________________________________
 PE0760  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 PE0760  DYNAMIC HT  -         131.734 (meters)     432.20  (feet)  COMP
 PE0760  MODELED GRAV-     980,557.3   (mgal)                       NAVD 88
 PE0760
 PE0760  VERT ORDER  -  SECOND    CLASS 0
 PE0760
 PE0760.The horizontal coordinates were scaled from a topographic map and have
 PE0760.an estimated accuracy of +/- 6 seconds.
 PE0760
 PE0760.The orthometric height was determined by differential leveling
 PE0760.and adjusted by the National Geodetic Survey in June 1991..
 PE0760
 PE0760.The geoid height was determined by GEOID03.
 PE0760
 PE0760.The dynamic height is computed by dividing the NAVD 88
 PE0760.geopotential number by the normal gravity value computed on the
 PE0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0760.degrees latitude (g = 980.6199 gals.).
 PE0760
 PE0760.The modeled gravity was interpolated from observed gravity values.
 PE0760
 PE0760;                    North         East    Units  Estimated Accuracy
 PE0760;SPC ME E     -   125,400.      247,300.      MT  (+/- 180 meters Scaled)
 PE0760
 PE0760                          SUPERSEDED SURVEY CONTROL
 PE0760
 PE0760  NGVD 29 (??/??/92)  131.958  (m)          432.93   (f) ADJ UNCH    2 0
 PE0760
 PE0760.Superseded values are not recommended for survey control.
 PE0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0760.See file dsdata.txt to determine how the superseded data were derived.
 PE0760
 PE0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK868600(NAD 83)
 PE0760_MARKER: DB = BENCH MARK DISK
 PE0760_SETTING: 66 = SET IN ROCK OUTCROP
 PE0760_SP_SET: BEDROCK
 PE0760_STAMPING: Q 130 1958
 PE0760_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0760+STABILITY: POSITION/ELEVATION WELL
 PE0760
 PE0760  HISTORY     - Date     Condition        Report By
 PE0760  HISTORY     - 1958     MONUMENTED       CGS
 PE0760  HISTORY     - 1980     GOOD             USGS
 PE0760  HISTORY     - 1984     POOR             USPSQD
 PE0760
 PE0760                          STATION DESCRIPTION
 PE0760
 PE0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0760'3.6 MI E FROM PLYMOUTH.
 PE0760'2.6 MILES EAST ALONG BLACKTOP ROAD TO CARMEL FROM THE PLYMOUTH
 PE0760'GRANGE HALL AT PLYMOUTH, THENCE 1.0 MILES NORTH ALONG A BLACKTOP
 PE0760'ROAD, AT THE JUNCTION OF A TRAIL ROAD EAST, SET IN THE TOP OF A
 PE0760'3-FOOT BY 3-FOOT EXPOSED PORTION OF BEDROCK, 20 FEET WEST OF THE
 PE0760'CENTER LINE OF THE ROAD, 127 FEET SOUTHWEST OF THE CENTER LINE OF
 PE0760'TRAIL ROAD EAST, 9 FEET EAST OF FENCE LINE, ABOUT FLUSH WITH THE
 PE0760'GROUND AND ABOUT LEVEL WITH THE ROAD.
 PE0760
 PE0760                          STATION RECOVERY (1980)
 PE0760
 PE0760'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 PE0760'RECOVERED IN GOOD CONDITION.
 PE0760
 PE0760                          STATION RECOVERY (1984)
 PE0760
 PE0760'RECOVERY NOTE BY US POWER SQUADRON 1984
 PE0760'THE DISK IS BATTERED AND MUTILLATED BUT IS STILL FIRMLY AFFIXED TO
 PE0760'THE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0645 ***********************************************************************
 PE0645  DESIGNATION -  Q 131
 PE0645  PID         -  PE0645
 PE0645  STATE/COUNTY-  ME/PENOBSCOT
 PE0645  USGS QUAD   -  HERMON (1978)
 PE0645
 PE0645                         *CURRENT SURVEY CONTROL
 PE0645  ___________________________________________________________________
 PE0645* NAD 83(1986)-  44 47 29.     (N)    068 54 06.     (W)     SCALED    
 PE0645* NAVD 88     -        46.973  (meters)     154.11   (feet)  ADJUSTED  
 PE0645  ___________________________________________________________________
 PE0645  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 PE0645  DYNAMIC HT  -          46.971 (meters)     154.10  (feet)  COMP
 PE0645  MODELED GRAV-     980,576.2   (mgal)                       NAVD 88
 PE0645
 PE0645  VERT ORDER  -  SECOND    CLASS 0
 PE0645
 PE0645.The horizontal coordinates were scaled from a topographic map and have
 PE0645.an estimated accuracy of +/- 6 seconds.
 PE0645
 PE0645.The orthometric height was determined by differential leveling
 PE0645.and adjusted by the National Geodetic Survey in June 1991..
 PE0645
 PE0645.The geoid height was determined by GEOID03.
 PE0645
 PE0645.The dynamic height is computed by dividing the NAVD 88
 PE0645.geopotential number by the normal gravity value computed on the
 PE0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0645.degrees latitude (g = 980.6199 gals.).
 PE0645
 PE0645.The modeled gravity was interpolated from observed gravity values.
 PE0645
 PE0645;                    North         East    Units  Estimated Accuracy
 PE0645;SPC ME E     -   125,040.      268,220.      MT  (+/- 180 meters Scaled)
 PE0645
 PE0645                          SUPERSEDED SURVEY CONTROL
 PE0645
 PE0645  NGVD 29 (??/??/92)   47.184  (m)          154.80   (f) ADJ UNCH    2 0
 PE0645
 PE0645.Superseded values are not recommended for survey control.
 PE0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0645.See file dsdata.txt to determine how the superseded data were derived.
 PE0645
 PE0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK077597(NAD 83)
 PE0645_MARKER: DB = BENCH MARK DISK
 PE0645_SETTING: 66 = SET IN ROCK OUTCROP
 PE0645_SP_SET: BOULDER
 PE0645_STAMPING: Q 131 1958
 PE0645_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0645+STABILITY: POSITION/ELEVATION WELL
 PE0645
 PE0645  HISTORY     - Date     Condition        Report By
 PE0645  HISTORY     - 1958     MONUMENTED       CGS
 PE0645
 PE0645                          STATION DESCRIPTION
 PE0645
 PE0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0645'2.3 MI W FROM NORTHERN MAINE JUNCTION.
 PE0645'1.8 MILES WEST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE0645'STATION AT NORTHERN MAINE JUNCTION, THENCE 0.5 MILES SOUTHWEST
 PE0645'ALONG A BLACKTOP AND GRAVEL ROAD, SET IN THE CENTER OF THE TOP
 PE0645'OF A 6-FOOT BY 3-FOOT EXPOSED PORTION OF A BOULDER, 63 FEET
 PE0645'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 56 1/2 FEET EAST OF
 PE0645'TELEPHONE POLE 22-22, 100 FEET EAST-SOUTHEAST OF AND ACROSS
 PE0645'THE ROAD FROM A LONE 18-INCH MAPLE TREE, 58 FEET SOUTHWEST OF
 PE0645'FENCE LINE ALONG THE NORTHEAST END OF THE CLEARING, 6 FEET
 PE0645'NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0529 ***********************************************************************
 PE0529  DESIGNATION -  Q 132
 PE0529  PID         -  PE0529
 PE0529  STATE/COUNTY-  ME/PENOBSCOT
 PE0529  USGS QUAD   -  BANGOR (1991)
 PE0529
 PE0529                         *CURRENT SURVEY CONTROL
 PE0529  ___________________________________________________________________
 PE0529* NAD 83(1986)-  44 49 00.     (N)    068 46 20.     (W)     SCALED    
 PE0529* NAVD 88     -        47.193  (meters)     154.83   (feet)  ADJUSTED  
 PE0529  ___________________________________________________________________
 PE0529  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 PE0529  DYNAMIC HT  -          47.191 (meters)     154.83  (feet)  COMP
 PE0529  MODELED GRAV-     980,584.8   (mgal)                       NAVD 88
 PE0529
 PE0529  VERT ORDER  -  SECOND    CLASS 0
 PE0529
 PE0529.The horizontal coordinates were scaled from a topographic map and have
 PE0529.an estimated accuracy of +/- 6 seconds.
 PE0529
 PE0529.The orthometric height was determined by differential leveling
 PE0529.and adjusted by the National Geodetic Survey in June 1991..
 PE0529
 PE0529.The geoid height was determined by GEOID03.
 PE0529
 PE0529.The dynamic height is computed by dividing the NAVD 88
 PE0529.geopotential number by the normal gravity value computed on the
 PE0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0529.degrees latitude (g = 980.6199 gals.).
 PE0529
 PE0529.The modeled gravity was interpolated from observed gravity values.
 PE0529
 PE0529;                    North         East    Units  Estimated Accuracy
 PE0529;SPC ME E     -   127,810.      278,470.      MT  (+/- 180 meters Scaled)
 PE0529
 PE0529                          SUPERSEDED SURVEY CONTROL
 PE0529
 PE0529  NGVD 29 (??/??/92)   47.398  (m)          155.50   (f) ADJ UNCH    2 0
 PE0529
 PE0529.Superseded values are not recommended for survey control.
 PE0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0529.See file dsdata.txt to determine how the superseded data were derived.
 PE0529
 PE0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK180626(NAD 83)
 PE0529_MARKER: DB = BENCH MARK DISK
 PE0529_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE0529_SP_SET: BUILDING
 PE0529_STAMPING: Q 132 1958
 PE0529_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0529
 PE0529  HISTORY     - Date     Condition        Report By
 PE0529  HISTORY     - 1958     MONUMENTED       CGS
 PE0529  HISTORY     - 1966     GOOD             NGS
 PE0529  HISTORY     - 1984     GOOD             USPSQD
 PE0529  HISTORY     - 1988     GOOD             USPSQD
 PE0529
 PE0529                          STATION DESCRIPTION
 PE0529
 PE0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0529'1 MI NW FROM BANGOR.
 PE0529'1.0 MILES NORTHWEST ALONG STATE HIGHWAY 15 FROM ITS JUNCTION
 PE0529'WITH U.S. HIGHWAY 2 AT BANGOR, SET VERTICALLY IN THE NORTH FACE
 PE0529'OF MARY S. SNOW SCHOOL BUILDING, 133 FEET EAST OF THE CENTER LINE
 PE0529'OF STATE HIGHWAY 15, 1.6 FEET EAST OF THE NORTHWEST CORNER OF
 PE0529'THE BUILDING, ABOUT 2 FEET ABOVE THE LEVEL OF THE GROUND.
 PE0529
 PE0529                          STATION RECOVERY (1966)
 PE0529
 PE0529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 PE0529'RECOVERED IN GOOD CONDITION.
 PE0529
 PE0529                          STATION RECOVERY (1984)
 PE0529
 PE0529'RECOVERY NOTE BY US POWER SQUADRON 1984
 PE0529'RECOVERED IN GOOD CONDITION.
 PE0529
 PE0529                          STATION RECOVERY (1988)
 PE0529
 PE0529'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE0529'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0419 ***********************************************************************
 QG0419  DESIGNATION -  Q 133
 QG0419  PID         -  QG0419
 QG0419  STATE/COUNTY-  ME/PENOBSCOT
 QG0419  USGS QUAD   -  GREENBUSH (1988)
 QG0419
 QG0419                         *CURRENT SURVEY CONTROL
 QG0419  ___________________________________________________________________
 QG0419* NAD 83(1986)-  45 04 17.     (N)    068 40 27.     (W)     SCALED    
 QG0419* NAVD 88     -        39.164  (meters)     128.49   (feet)  ADJUSTED  
 QG0419  ___________________________________________________________________
 QG0419  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 QG0419  DYNAMIC HT  -          39.164 (meters)     128.49  (feet)  COMP
 QG0419  MODELED GRAV-     980,612.3   (mgal)                       NAVD 88
 QG0419
 QG0419  VERT ORDER  -  SECOND    CLASS 0
 QG0419
 QG0419.The horizontal coordinates were scaled from a topographic map and have
 QG0419.an estimated accuracy of +/- 6 seconds.
 QG0419
 QG0419.The orthometric height was determined by differential leveling
 QG0419.and adjusted by the National Geodetic Survey in June 1991..
 QG0419
 QG0419.The geoid height was determined by GEOID03.
 QG0419
 QG0419.The dynamic height is computed by dividing the NAVD 88
 QG0419.geopotential number by the normal gravity value computed on the
 QG0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0419.degrees latitude (g = 980.6199 gals.).
 QG0419
 QG0419.The modeled gravity was interpolated from observed gravity values.
 QG0419
 QG0419;                    North         East    Units  Estimated Accuracy
 QG0419;SPC ME E     -   156,090.      286,290.      MT  (+/- 180 meters Scaled)
 QG0419
 QG0419                          SUPERSEDED SURVEY CONTROL
 QG0419
 QG0419  NGVD 29 (??/??/92)   39.370  (m)          129.17   (f) ADJ UNCH    2 0
 QG0419
 QG0419.Superseded values are not recommended for survey control.
 QG0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0419.See file dsdata.txt to determine how the superseded data were derived.
 QG0419
 QG0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK256909(NAD 83)
 QG0419_MARKER: DB = BENCH MARK DISK
 QG0419_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 QG0419_SP_SET: UNSPECIFIED ROCK
 QG0419_STAMPING: Q 133 1958
 QG0419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG0419
 QG0419  HISTORY     - Date     Condition        Report By
 QG0419  HISTORY     - 1958     MONUMENTED       CGS
 QG0419
 QG0419                          STATION DESCRIPTION
 QG0419
 QG0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 QG0419'13.6 MI N FROM OLD TOWN.
 QG0419'2.95 MILES NORTHWEST ALONG STATE HIGHWAY 43 FROM ITS JUNCTION
 QG0419'WITH U.S. HIGHWAY 2 AT OLD TOWN, THENCE 2.25 MILES NORTH ALONG
 QG0419'STATE HIGHWAY 16, THENCE 8.35 MILES NORTH ALONG STATE HIGHWAY
 QG0419'116, AT THE JUNCTION OF DRIVE WEST TO A HOUSE, SET IN THE TOP
 QG0419'OF A 6-FOOT BY 4-FOOT ROCK 1 1/2 FEET HIGH, 49 FEET WEST OF THE
 QG0419'CENTER LINE OF THE HIGHWAY, 77 FEET SOUTH OF THE CENTER LINE
 QG0419'OF THE DRIVE, 89 FEET SOUTHWEST OF THE CENTER LINE OF THE
 QG0419'JUNCTION OF THE DRIVE, 28 FEET NORTH OF THE NORTHEAST CORNER
 QG0419'OF THE BARN, 104 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER
 QG0419'OF THE HOUSE, 15 FEET WEST OF A METAL WITNESS POST, ABOUT
 QG0419'1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0497 ***********************************************************************
 QG0497  DESIGNATION -  Q 136
 QG0497  PID         -  QG0497
 QG0497  STATE/COUNTY-  ME/PENOBSCOT
 QG0497  USGS QUAD   -  LINCOLN WEST (1988)
 QG0497
 QG0497                         *CURRENT SURVEY CONTROL
 QG0497  ___________________________________________________________________
 QG0497* NAD 83(1986)-  45 21 46.     (N)    068 33 58.     (W)     SCALED    
 QG0497* NAVD 88     -        80.889  (meters)     265.38   (feet)  ADJUSTED  
 QG0497  ___________________________________________________________________
 QG0497  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 QG0497  DYNAMIC HT  -          80.889 (meters)     265.38  (feet)  COMP
 QG0497  MODELED GRAV-     980,619.8   (mgal)                       NAVD 88
 QG0497
 QG0497  VERT ORDER  -  FIRST     CLASS II
 QG0497
 QG0497.The horizontal coordinates were scaled from a topographic map and have
 QG0497.an estimated accuracy of +/- 6 seconds.
 QG0497
 QG0497.The orthometric height was determined by differential leveling
 QG0497.and adjusted by the National Geodetic Survey in June 1991..
 QG0497
 QG0497.The geoid height was determined by GEOID03.
 QG0497
 QG0497.The dynamic height is computed by dividing the NAVD 88
 QG0497.geopotential number by the normal gravity value computed on the
 QG0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0497.degrees latitude (g = 980.6199 gals.).
 QG0497
 QG0497.The modeled gravity was interpolated from observed gravity values.
 QG0497
 QG0497;                    North         East    Units  Estimated Accuracy
 QG0497;SPC ME E     -   188,460.      294,820.      MT  (+/- 180 meters Scaled)
 QG0497
 QG0497                          SUPERSEDED SURVEY CONTROL
 QG0497
 QG0497  NGVD 29 (??/??/92)   81.079  (m)          266.01   (f) ADJ UNCH    1 2
 QG0497
 QG0497.Superseded values are not recommended for survey control.
 QG0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0497.See file dsdata.txt to determine how the superseded data were derived.
 QG0497
 QG0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL339233(NAD 83)
 QG0497_MARKER: DB = BENCH MARK DISK
 QG0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0497_STAMPING: Q 136 1959
 QG0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0497+STABILITY: SURFACE MOTION
 QG0497
 QG0497  HISTORY     - Date     Condition        Report By
 QG0497  HISTORY     - 1959     MONUMENTED       CGS
 QG0497  HISTORY     - 1978     GOOD             NGS
 QG0497  HISTORY     - 1978     GOOD             NGS
 QG0497  HISTORY     - 1978     GOOD             NGS
 QG0497
 QG0497                          STATION DESCRIPTION
 QG0497
 QG0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QG0497'11.1 MI NE FROM HOWLAND.
 QG0497'11.1 MILES NORTHEAST ALONG STATE HIGHWAY 116 FROM THE NORTH END
 QG0497'OF THE LARGE STATE HIGHWAY 116 BRIDGE OVER THE PISCATAQUIS RIVER
 QG0497'AT HOWLAND, 2.0 MILES NORTHEAST OF THE BRIDGE OVER MATTAMISCONTIS
 QG0497'STREAM, NEAR THE T JUNCTION OF THE HIGHWAY AND A GRAVELED ROAD
 QG0497'LEADING NORTHWEST, 39 FEET NORTHWEST OF THE CENTER LINE OF THE
 QG0497'HIGHWAY, 44 FEET NORTHEAST OF THE CENTER LINE OF THE GRAVELED
 QG0497'ROAD, 25 FEET NORTH OF A DOUBLE-BODIED 18-INCH ELM TREE WITH A
 QG0497'PAINTED SLASH, 2 FEET SOUTHEAST OF A METAL WITNESS POST, 1 FOOT
 QG0497'BELOW THE LEVEL OF THE HIGHWAY, ABOUT LEVEL WITH THE GRAVELED
 QG0497'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 QG0497'THE GROUND.
 QG0497
 QG0497                          STATION RECOVERY (1978)
 QG0497
 QG0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0497'2.2 MILES WEST ALONG STATE HIGHWAY 116 FROM THE NORTH END OF THE STATE
 QG0497'HIGHWAY 116 BRIDGE ACROSS THE PISCATAQUIS RIVER AT HOWLAND TO A Y-
 QG0497'JUNCTION, THENCE 8.7 MILES NORTHEAST ALONG STATE HIGHWAY 116, 43.9
 QG0497'FT. NORTHEAST OF THE CENTER LINE OF A DIRT ROAD LEADING NORTHWEST
 QG0497'38.4 FT. NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 25.4 FT. NORTH
 QG0497'OF A TRIANGULAR BLAZED 9 INCH MAPLE TREE, 11.4 FT. SOUTHWEST OF A
 QG0497'TRIANGULAR BLAZED 5 INCH PINE TREE.
 QG0497
 QG0497                          STATION RECOVERY (1978)
 QG0497
 QG0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0497'2.2 MILES WEST ALONG STATE HIGHWAY 116 FROM THE NORTH END OF THE STATE
 QG0497'HIGHWAY 116 BRIDGE ACROSS THE PISCATAQUIS RIVER AT HOWLAND TO A Y-
 QG0497'JUNCTION, THENCE 8.7 MILES NORTHEAST ALONG STATE HIGHWAY 116, 43.9
 QG0497'FT. NORTHEAST OF THE CENTER LINE OF A DIRT ROAD LEADING NORTHWEST
 QG0497'38.4 FT. NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 25.4 FT. NORTH
 QG0497'OF A TRIANGULAR BLAZED 9 INCH MAPLE TREE, 11.4 FT. SOUTHWEST OF A
 QG0497'TRIANGULAR BLAZED 5 INCH PINE TREE.
 QG0497
 QG0497                          STATION RECOVERY (1978)
 QG0497
 QG0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0497'2.2 MILES WEST ALONG STATE HIGHWAY 116 FROM THE NORTH END OF THE STATE
 QG0497'HIGHWAY 116 BRIDGE ACROSS THE PISCATAQUIS RIVER AT HOWLAND TO A Y-
 QG0497'JUNCTION, THENCE 8.7 MILES NORTHEAST ALONG STATE HIGHWAY 116, 43.9
 QG0497'FT. NORTHEAST OF THE CENTER LINE OF A DIRT ROAD LEADING NORTHWEST
 QG0497'38.4 FT. NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 25.4 FT. NORTH
 QG0497'OF A TRIANGULAR BLAZED 9 INCH MAPLE TREE, 11.4 FT. SOUTHWEST OF A
 QG0497'TRIANGULAR BLAZED 5 INCH PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0572 ***********************************************************************
 QG0572  DESIGNATION -  Q 137
 QG0572  PID         -  QG0572
 QG0572  STATE/COUNTY-  ME/PENOBSCOT
 QG0572  USGS QUAD   -  EAST MILLINOCKET (1988)
 QG0572
 QG0572                         *CURRENT SURVEY CONTROL
 QG0572  ___________________________________________________________________
 QG0572* NAD 83(1986)-  45 39 43.     (N)    068 33 38.     (W)     SCALED    
 QG0572* NAVD 88     -        83.905  (meters)     275.28   (feet)  ADJUSTED  
 QG0572  ___________________________________________________________________
 QG0572  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 QG0572  DYNAMIC HT  -          83.907 (meters)     275.28  (feet)  COMP
 QG0572  MODELED GRAV-     980,634.1   (mgal)                       NAVD 88
 QG0572
 QG0572  VERT ORDER  -  SECOND    CLASS 0
 QG0572
 QG0572.The horizontal coordinates were scaled from a topographic map and have
 QG0572.an estimated accuracy of +/- 6 seconds.
 QG0572
 QG0572.The orthometric height was determined by differential leveling
 QG0572.and adjusted by the National Geodetic Survey in June 1991..
 QG0572
 QG0572.The geoid height was determined by GEOID03.
 QG0572
 QG0572.The dynamic height is computed by dividing the NAVD 88
 QG0572.geopotential number by the normal gravity value computed on the
 QG0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0572.degrees latitude (g = 980.6199 gals.).
 QG0572
 QG0572.The modeled gravity was interpolated from observed gravity values.
 QG0572
 QG0572;                    North         East    Units  Estimated Accuracy
 QG0572;SPC ME E     -   221,710.      295,280.      MT  (+/- 180 meters Scaled)
 QG0572
 QG0572                          SUPERSEDED SURVEY CONTROL
 QG0572
 QG0572  NGVD 29 (??/??/92)   84.099  (m)          275.91   (f) ADJ UNCH    2 0
 QG0572
 QG0572.Superseded values are not recommended for survey control.
 QG0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0572.See file dsdata.txt to determine how the superseded data were derived.
 QG0572
 QG0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL342565(NAD 83)
 QG0572_MARKER: DB = BENCH MARK DISK
 QG0572_SETTING: 80 = SET IN A BOULDER
 QG0572_SP_SET: BOULDER
 QG0572_STAMPING: Q 137 1959
 QG0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0572+STABILITY: SURFACE MOTION
 QG0572
 QG0572  HISTORY     - Date     Condition        Report By
 QG0572  HISTORY     - 1959     MONUMENTED       CGS
 QG0572
 QG0572                          STATION DESCRIPTION
 QG0572
 QG0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QG0572'3.7 MI NNW FROM MEDWAY.
 QG0572'3.7 MILES NORTH-NORTHWEST ALONG STATE HIGHWAY 11 FROM ITS
 QG0572'JUNCTION WITH STATE HIGHWAY 157 AT MEDWAY, SET ON THE TOP AND
 QG0572'NEAR THE CENTER OF A 10-BY-8-FOOT EMBEDDED BOULDER PROJECTING
 QG0572'3 FEET ABOVE THE GROUND, 32 FEET EAST OF THE CENTER LINE OF THE
 QG0572'HIGHWAY, 35 YARDS NORTH OF THE CENTER OF T JUNCTION OF THE
 QG0572'HIGHWAY AND A WOODS ROAD LEADING WEST, 6 FEET SOUTH OF A METAL
 QG0572'WITNESS POST, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0129 ***********************************************************************
 QG0129  DESIGNATION -  Q 138
 QG0129  PID         -  QG0129
 QG0129  STATE/COUNTY-  ME/AROOSTOOK
 QG0129  USGS QUAD   -  BENEDICTA (1989)
 QG0129
 QG0129                         *CURRENT SURVEY CONTROL
 QG0129  ___________________________________________________________________
 QG0129* NAD 83(1986)-  45 46 50.     (N)    068 24 48.     (W)     SCALED    
 QG0129* NAVD 88     -       184.598  (meters)     605.64   (feet)  ADJUSTED  
 QG0129  ___________________________________________________________________
 QG0129  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 QG0129  DYNAMIC HT  -         184.603 (meters)     605.65  (feet)  COMP
 QG0129  MODELED GRAV-     980,637.2   (mgal)                       NAVD 88
 QG0129
 QG0129  VERT ORDER  -  SECOND    CLASS 0
 QG0129
 QG0129.The horizontal coordinates were scaled from a topographic map and have
 QG0129.an estimated accuracy of +/- 6 seconds.
 QG0129
 QG0129.The orthometric height was determined by differential leveling
 QG0129.and adjusted by the National Geodetic Survey in June 1991..
 QG0129
 QG0129.The geoid height was determined by GEOID03.
 QG0129
 QG0129.The dynamic height is computed by dividing the NAVD 88
 QG0129.geopotential number by the normal gravity value computed on the
 QG0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0129.degrees latitude (g = 980.6199 gals.).
 QG0129
 QG0129.The modeled gravity was interpolated from observed gravity values.
 QG0129
 QG0129;                    North         East    Units  Estimated Accuracy
 QG0129;SPC ME E     -   234,890.      306,740.      MT  (+/- 180 meters Scaled)
 QG0129
 QG0129                          SUPERSEDED SURVEY CONTROL
 QG0129
 QG0129  NGVD 29 (??/??/92)  184.779  (m)          606.23   (f) ADJ UNCH    2 0
 QG0129
 QG0129.Superseded values are not recommended for survey control.
 QG0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0129.See file dsdata.txt to determine how the superseded data were derived.
 QG0129
 QG0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL456698(NAD 83)
 QG0129_MARKER: DB = BENCH MARK DISK
 QG0129_SETTING: 66 = SET IN ROCK OUTCROP
 QG0129_SP_SET: ROCK OUTCROP
 QG0129_STAMPING: Q 138 1959
 QG0129_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0129+STABILITY: POSITION/ELEVATION WELL
 QG0129
 QG0129  HISTORY     - Date     Condition        Report By
 QG0129  HISTORY     - 1959     MONUMENTED       CGS
 QG0129
 QG0129                          STATION DESCRIPTION
 QG0129
 QG0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QG0129'1.6 MI S FROM BENEDICTA.
 QG0129'1.6 MILES SOUTH ALONG AN ASPHALT ROAD FROM THE POST OFFICE
 QG0129'AT BENEDICTA, IN AN OPEN FIELD, ON THE TOP OF A 2-BY 7-FOOT
 QG0129'OUTCROP PROJECTING 3 FEET ABOVE THE GROUND, 64 YARDS WEST OF
 QG0129'THE CENTER LINE OF THE NORTH-SOUTH ROAD, 77 FEET NORTH OF THE
 QG0129'CENTER LINE OF A GRAVELED ROAD LEADING WEST, AND ABOUT 5
 QG0129'FEET ABOVE THE LEVEL OF THE ROAD WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0122 ***********************************************************************
 RF0122  DESIGNATION -  Q 139
 RF0122  PID         -  RF0122
 RF0122  STATE/COUNTY-  ME/AROOSTOOK
 RF0122  USGS QUAD   -  OAKFIELD (1986)
 RF0122
 RF0122                         *CURRENT SURVEY CONTROL
 RF0122  ___________________________________________________________________
 RF0122* NAD 83(1986)-  46 05 16.     (N)    068 10 24.     (W)     SCALED    
 RF0122* NAVD 88     -       173.450  (meters)     569.06   (feet)  ADJUSTED  
 RF0122  ___________________________________________________________________
 RF0122  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 RF0122  DYNAMIC HT  -         173.457 (meters)     569.08  (feet)  COMP
 RF0122  MODELED GRAV-     980,651.4   (mgal)                       NAVD 88
 RF0122
 RF0122  VERT ORDER  -  SECOND    CLASS 0
 RF0122
 RF0122.The horizontal coordinates were scaled from a topographic map and have
 RF0122.an estimated accuracy of +/- 6 seconds.
 RF0122
 RF0122.The orthometric height was determined by differential leveling
 RF0122.and adjusted by the National Geodetic Survey in June 1991..
 RF0122
 RF0122.The geoid height was determined by GEOID03.
 RF0122
 RF0122.The dynamic height is computed by dividing the NAVD 88
 RF0122.geopotential number by the normal gravity value computed on the
 RF0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0122.degrees latitude (g = 980.6199 gals.).
 RF0122
 RF0122.The modeled gravity was interpolated from observed gravity values.
 RF0122
 RF0122;                    North         East    Units  Estimated Accuracy
 RF0122;SPC ME E     -   269,080.      325,260.      MT  (+/- 180 meters Scaled)
 RF0122
 RF0122                          SUPERSEDED SURVEY CONTROL
 RF0122
 RF0122  NGVD 29 (??/??/92)  173.619  (m)          569.62   (f) ADJ UNCH    2 0
 RF0122
 RF0122.Superseded values are not recommended for survey control.
 RF0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0122.See file dsdata.txt to determine how the superseded data were derived.
 RF0122
 RF0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM639041(NAD 83)
 RF0122_MARKER: DB = BENCH MARK DISK
 RF0122_SETTING: 80 = SET IN A BOULDER
 RF0122_SP_SET: BOULDER
 RF0122_STAMPING: Q 139 1959
 RF0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0122+STABILITY: SURFACE MOTION
 RF0122
 RF0122  HISTORY     - Date     Condition        Report By
 RF0122  HISTORY     - 1959     MONUMENTED       CGS
 RF0122
 RF0122                          STATION DESCRIPTION
 RF0122
 RF0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RF0122'0.8 MI E FROM DYER BROOK.
 RF0122'0.8 MILE EAST ALONG AN ASPHALT ROAD FROM THE SOUTH END OF THE
 RF0122'LARGE U.S. HIGHWAY 2 OVERPASS OVER THE BANGOR AND AROOSTOOK
 RF0122'RAILROAD AT DYER BROOK, ON THE NORTH SLOPE OF A HILL ON TOP
 RF0122'OF A 2 BY 2 FOOT BOULDER PROJECTING 6 INCHES ABOVE THE GROUND,
 RF0122'0.1 MILE WEST OF A LARGE CULVERT UNDER ROAD, AT THE DYER
 RF0122'BROOK - OAKFIELD TOWN LINE, 56 1/2 FEET SOUTH OF CENTERLINE OF
 RF0122'ASPHALT ROAD, 46 FEET WEST OF A FENCE CORNER, 2 FEET NORTHWEST
 RF0122'OF A WHITE METAL WITNESS POST, 3 FEET BELOW THE LEVEL OF THE
 RF0122'ROAD.  NOTE-- THIS MARK MAY BE REACH BY GOING 0.3 MILE SOUTHWEST
 RF0122'ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM THE STATION AT
 RF0122'OAKFIELD, THENCE 0.85 MILE SOUTH ALONG AN ASPHALT ROAD, THENCE
 RF0122'0.2 MILE WEST ALONG ASPHALT ROAD TO BENCH MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0288 ***********************************************************************
 PE0288  DESIGNATION -  Q 144
 PE0288  PID         -  PE0288
 PE0288  STATE/COUNTY-  ME/HANCOCK
 PE0288  USGS QUAD   -  SOUTHWEST HARBOR (1983)
 PE0288
 PE0288                         *CURRENT SURVEY CONTROL
 PE0288  ___________________________________________________________________
 PE0288* NAD 83(1986)-  44 21 25.     (N)    068 20 14.     (W)     SCALED    
 PE0288* NAVD 88     -        13.843  (meters)      45.42   (feet)  ADJUSTED  
 PE0288  ___________________________________________________________________
 PE0288  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 PE0288  DYNAMIC HT  -          13.842 (meters)      45.41  (feet)  COMP
 PE0288  MODELED GRAV-     980,562.8   (mgal)                       NAVD 88
 PE0288
 PE0288  VERT ORDER  -  SECOND    CLASS 0
 PE0288
 PE0288.The horizontal coordinates were scaled from a topographic map and have
 PE0288.an estimated accuracy of +/- 6 seconds.
 PE0288
 PE0288.The orthometric height was determined by differential leveling
 PE0288.and adjusted by the National Geodetic Survey in June 1991..
 PE0288
 PE0288.The geoid height was determined by GEOID03.
 PE0288
 PE0288.The dynamic height is computed by dividing the NAVD 88
 PE0288.geopotential number by the normal gravity value computed on the
 PE0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0288.degrees latitude (g = 980.6199 gals.).
 PE0288
 PE0288.The modeled gravity was interpolated from observed gravity values.
 PE0288
 PE0288;                    North         East    Units  Estimated Accuracy
 PE0288;SPC ME E     -    76,700.      312,980.      MT  (+/- 180 meters Scaled)
 PE0288
 PE0288                          SUPERSEDED SURVEY CONTROL
 PE0288
 PE0288  NGVD 29 (??/??/92)   14.035  (m)           46.05   (f) ADJ UNCH    2 0
 PE0288
 PE0288.Superseded values are not recommended for survey control.
 PE0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0288.See file dsdata.txt to determine how the superseded data were derived.
 PE0288
 PE0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK528117(NAD 83)
 PE0288_MARKER: DB = BENCH MARK DISK
 PE0288_SETTING: 66 = SET IN ROCK OUTCROP
 PE0288_SP_SET: ROCK OUTCROP
 PE0288_STAMPING: Q 144 1962
 PE0288_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0288+STABILITY: POSITION/ELEVATION WELL
 PE0288
 PE0288  HISTORY     - Date     Condition        Report By
 PE0288  HISTORY     - 1962     MONUMENTED       CGS
 PE0288  HISTORY     - 1965     GOOD             NGS
 PE0288  HISTORY     - 20040801 MARK NOT FOUND   USPSQD
 PE0288
 PE0288                          STATION DESCRIPTION
 PE0288
 PE0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PE0288'0.6 MI S FROM SOMESVILLE.
 PE0288'0.6 MILE SOUTH ON STATE HIGHWAY 102 FROM THE GRADE SCHOOL AT
 PE0288'SOMESVILLE.  SET IN A DRILL HOLE IN THE TOP AND AT THE SOUTHEAST
 PE0288'EDGE OF A ROCK OUTCROP.  150 FEET SOUTH OF THE JUNCTION OF
 PE0288'STATE HIGHWAY 102 SOUTH AND STATE HIGHWAY 102 SOUTHWEST, (THE
 PE0288'HIGHWAY GOES IN BOTH DIRECTIONS AT THIS POINT), 1 FOOT EAST OF
 PE0288'A DIRT BANK AND 1 FOOT ABOVE THE LEVEL OF THE ROAD.
 PE0288
 PE0288                          STATION RECOVERY (1965)
 PE0288
 PE0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 PE0288'RECOVERED IN GOOD CONDITION.
 PE0288
 PE0288                          STATION RECOVERY (2004)
 PE0288
 PE0288'RECOVERY NOTE BY US POWER SQUADRON 2004
 PE0288'THE GRADE SCHOOL IS NOW A CONDOMINIUM PAINTED YELLOW.THE ROAD HAS BEEN
 PE0288'WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0287 ***********************************************************************
 PE0287  DESIGNATION -  Q 144 RESET 1972
 PE0287  PID         -  PE0287
 PE0287  STATE/COUNTY-  ME/HANCOCK
 PE0287  USGS QUAD   -  SOUTHWEST HARBOR (1983)
 PE0287
 PE0287                         *CURRENT SURVEY CONTROL
 PE0287  ___________________________________________________________________
 PE0287* NAD 83(1986)-  44 21 25.     (N)    068 20 14.     (W)     SCALED    
 PE0287* NAVD 88     -        16.41   (meters)      53.8    (feet)  RESET     
 PE0287  ___________________________________________________________________
 PE0287  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 PE0287
 PE0287  VERT ORDER  -  THIRD
 PE0287
 PE0287.The horizontal coordinates were scaled from a topographic map and have
 PE0287.an estimated accuracy of +/- 6 seconds.
 PE0287
 PE0287.The orthometric height was computed from unverified reset data.
 PE0287.No vertical observational check was made to the station.
 PE0287
 PE0287.The geoid height was determined by GEOID03.
 PE0287
 PE0287;                    North         East    Units  Estimated Accuracy
 PE0287;SPC ME E     -    76,700.      312,980.      MT  (+/- 180 meters Scaled)
 PE0287
 PE0287                          SUPERSEDED SURVEY CONTROL
 PE0287
 PE0287.No superseded survey control is available for this station.
 PE0287
 PE0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK528117(NAD 83)
 PE0287_MARKER: DB = BENCH MARK DISK
 PE0287_SETTING: 66 = SET IN ROCK OUTCROP
 PE0287_SP_SET: ROCK OUTCROP
 PE0287_STAMPING: Q 144 RESET 1972
 PE0287_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0287+STABILITY: POSITION/ELEVATION WELL
 PE0287
 PE0287  HISTORY     - Date     Condition        Report By
 PE0287  HISTORY     - 1972     MONUMENTED       NGS
 PE0287  HISTORY     - 1977     GOOD             USGS
 PE0287
 PE0287                          STATION DESCRIPTION
 PE0287
 PE0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PE0287'0.6 MI S FROM SOMESVILLE.
 PE0287'0.6 MILE S ON STATE HWY 102 FROM THE GRADE SCHOOL AT SOMESVILLE
 PE0287'SET IN A DRILL HOLE IN THE TOP OF LEDGE OUTCROP W OF HWY 102 168
 PE0287'FEET S OF THE JUNCTION OF STATE HWY 102 S AND STATE HWY 102 SW,
 PE0287'(THE HIGHWAY GOES IN BOTH DIRECTIONS AT THIS POINT), 9 1/2 FEET
 PE0287'ABOVE STATE HWY 102.  ORIGINAL WAS DESTROYED.
 PE0287
 PE0287                          STATION RECOVERY (1977)
 PE0287
 PE0287'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 PE0287'99 FT WEST CENTERLINE RD. 59 FT SOUTH CENTERLINE ROAD. SET IN TOP OF
 PE0287'A 1 FT X 1 FT ROCK SET FLUSH. STANDARD TABLET STAMPED Q 144 RESET
 PE0287'1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0323 ***********************************************************************
 PE0323  DESIGNATION -  Q 145
 PE0323  PID         -  PE0323
 PE0323  STATE/COUNTY-  ME/HANCOCK
 PE0323  USGS QUAD   -  SOUTHWEST HARBOR (1983)
 PE0323
 PE0323                         *CURRENT SURVEY CONTROL
 PE0323  ___________________________________________________________________
 PE0323* NAD 83(1986)-  44 21 20.     (N)    068 21 06.     (W)     SCALED    
 PE0323* NAVD 88     -        22.144  (meters)      72.65   (feet)  ADJUSTED  
 PE0323  ___________________________________________________________________
 PE0323  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 PE0323  DYNAMIC HT  -          22.143 (meters)      72.65  (feet)  COMP
 PE0323  MODELED GRAV-     980,563.6   (mgal)                       NAVD 88
 PE0323
 PE0323  VERT ORDER  -  SECOND    CLASS 0
 PE0323
 PE0323.The horizontal coordinates were scaled from a topographic map and have
 PE0323.an estimated accuracy of +/- 6 seconds.
 PE0323
 PE0323.The orthometric height was determined by differential leveling
 PE0323.and adjusted by the National Geodetic Survey in June 1991..
 PE0323
 PE0323.The geoid height was determined by GEOID03.
 PE0323
 PE0323.The dynamic height is computed by dividing the NAVD 88
 PE0323.geopotential number by the normal gravity value computed on the
 PE0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0323.degrees latitude (g = 980.6199 gals.).
 PE0323
 PE0323.The modeled gravity was interpolated from observed gravity values.
 PE0323
 PE0323;                    North         East    Units  Estimated Accuracy
 PE0323;SPC ME E     -    76,550.      311,830.      MT  (+/- 180 meters Scaled)
 PE0323
 PE0323                          SUPERSEDED SURVEY CONTROL
 PE0323
 PE0323  NGVD 29 (??/??/92)   22.336  (m)           73.28   (f) ADJ UNCH    2 0
 PE0323
 PE0323.Superseded values are not recommended for survey control.
 PE0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0323.See file dsdata.txt to determine how the superseded data were derived.
 PE0323
 PE0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK516115(NAD 83)
 PE0323_MARKER: DB = BENCH MARK DISK
 PE0323_SETTING: 80 = SET IN A BOULDER
 PE0323_SP_SET: BOULDER
 PE0323_STAMPING: Q 145 1962
 PE0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0323+STABILITY: SURFACE MOTION
 PE0323
 PE0323  HISTORY     - Date     Condition        Report By
 PE0323  HISTORY     - 1962     MONUMENTED       CGS
 PE0323  HISTORY     - 1987     GOOD             USPSQD
 PE0323
 PE0323                          STATION DESCRIPTION
 PE0323
 PE0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PE0323'1.4 MI SW FROM SOMESVILLE.
 PE0323'1.45 MILE SOUTHWEST ON STATE HIGHWAY 102 FROM THE GRADE SCHOOL AT
 PE0323'SOMESVILLE OR 0.85 MILE SOUTHWEST OF THE HIGHWAY INTERSECTION OF
 PE0323'STATE HIGHWAY 102 RUNNING SOUTH TO SOUTHWEST HARBOR AND STATE
 PE0323'HIGHWAY 102 RUNNING SOUTHWEST TO PRETTY MARSH.  SET IN A DRILL
 PE0323'HOLE IN THE TOP AND AT THE SOUTH END OF A 6 BY 5 FOOT BOULDER
 PE0323'PROJECTING 5 FEET.  123 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 PE0323'A 2 STORIED HOUSE, 78 FEET NORTHEAST OF THE CENTER LINE OF HIGHWAY
 PE0323'102, 24 FEET NORTHWEST OF THE NORTHWEST EDGE OF A CLEARING AND
 PE0323'4 FEET ABOVE THE HIGHWAY.
 PE0323
 PE0323                          STATION RECOVERY (1987)
 PE0323
 PE0323'RECOVERY NOTE BY US POWER SQUADRON 1987 (ELG)
 PE0323'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0347 ***********************************************************************
 PE0347  DESIGNATION -  Q 146
 PE0347  PID         -  PE0347
 PE0347  STATE/COUNTY-  ME/HANCOCK
 PE0347  USGS QUAD   -  BLUE HILL (1981)
 PE0347
 PE0347                         *CURRENT SURVEY CONTROL
 PE0347  ___________________________________________________________________
 PE0347* NAD 83(1986)-  44 24 14.     (N)    068 34 49.     (W)     SCALED    
 PE0347* NAVD 88     -         7.182  (meters)      23.56   (feet)  ADJUSTED  
 PE0347  ___________________________________________________________________
 PE0347  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 PE0347  DYNAMIC HT  -           7.181 (meters)      23.56  (feet)  COMP
 PE0347  MODELED GRAV-     980,543.5   (mgal)                       NAVD 88
 PE0347
 PE0347  VERT ORDER  -  SECOND    CLASS 0
 PE0347
 PE0347.The horizontal coordinates were scaled from a topographic map and have
 PE0347.an estimated accuracy of +/- 6 seconds.
 PE0347
 PE0347.The orthometric height was determined by differential leveling
 PE0347.and adjusted by the National Geodetic Survey in June 1991..
 PE0347
 PE0347.The geoid height was determined by GEOID03.
 PE0347
 PE0347.The dynamic height is computed by dividing the NAVD 88
 PE0347.geopotential number by the normal gravity value computed on the
 PE0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0347.degrees latitude (g = 980.6199 gals.).
 PE0347
 PE0347.The modeled gravity was interpolated from observed gravity values.
 PE0347
 PE0347;                    North         East    Units  Estimated Accuracy
 PE0347;SPC ME E     -    81,910.      293,610.      MT  (+/- 180 meters Scaled)
 PE0347
 PE0347                          SUPERSEDED SURVEY CONTROL
 PE0347
 PE0347  NGVD 29 (??/??/92)    7.370  (m)           24.18   (f) ADJ UNCH    2 0
 PE0347
 PE0347.Superseded values are not recommended for survey control.
 PE0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0347.See file dsdata.txt to determine how the superseded data were derived.
 PE0347
 PE0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK334168(NAD 83)
 PE0347_MARKER: DB = BENCH MARK DISK
 PE0347_SETTING: 66 = SET IN ROCK OUTCROP
 PE0347_SP_SET: ROCK CUT
 PE0347_STAMPING: Q 146 1962
 PE0347_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0347+STABILITY: POSITION/ELEVATION WELL
 PE0347
 PE0347  HISTORY     - Date     Condition        Report By
 PE0347  HISTORY     - 1962     MONUMENTED       CGS
 PE0347
 PE0347                          STATION DESCRIPTION
 PE0347
 PE0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PE0347'1 MI S FROM BLUE HILL.
 PE0347'ABOUT 1.05 MILES SOUTH ALONG STATE HIGHWAY 172 AND 175 FROM
 PE0347'THE POST OFFICE AT BLUE HILL, SET ON THE TOP AND NEAR THE
 PE0347'NORTH END OF A ROCK CUT, 60 FEET SOUTHWEST OF THE CENTER LINE
 PE0347'OF THE HIGHWAY, 45 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 PE0347'A TWO-STORIED WHITE FRAME HOUSE, 27 FEET SOUTHEAST OF THE CENTER
 PE0347'LINE OF A DRIVEWAY AND ABOUT 3 FEET ABOVE THE LEVEL OF THE
 PE0347'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0247 ***********************************************************************
 PD0247  DESIGNATION -  Q 147
 PD0247  PID         -  PD0247
 PD0247  STATE/COUNTY-  ME/WASHINGTON
 PD0247  USGS QUAD   -  PETIT MANAN POINT (1977)
 PD0247
 PD0247                         *CURRENT SURVEY CONTROL
 PD0247  ___________________________________________________________________
 PD0247* NAD 83(1986)-  44 28 24.     (N)    067 56 21.     (W)     SCALED    
 PD0247* NAVD 88     -        10.727  (meters)      35.19   (feet)  ADJUSTED  
 PD0247  ___________________________________________________________________
 PD0247  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 PD0247  DYNAMIC HT  -          10.726 (meters)      35.19  (feet)  COMP
 PD0247  MODELED GRAV-     980,567.5   (mgal)                       NAVD 88
 PD0247
 PD0247  VERT ORDER  -  SECOND    CLASS 0
 PD0247
 PD0247.The horizontal coordinates were scaled from a topographic map and have
 PD0247.an estimated accuracy of +/- 6 seconds.
 PD0247
 PD0247.The orthometric height was determined by differential leveling
 PD0247.and adjusted by the National Geodetic Survey in June 1991..
 PD0247
 PD0247.The geoid height was determined by GEOID03.
 PD0247
 PD0247.The dynamic height is computed by dividing the NAVD 88
 PD0247.geopotential number by the normal gravity value computed on the
 PD0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0247.degrees latitude (g = 980.6199 gals.).
 PD0247
 PD0247.The modeled gravity was interpolated from observed gravity values.
 PD0247
 PD0247;                    North         East    Units  Estimated Accuracy
 PD0247;SPC ME E     -    89,780.      344,620.      MT  (+/- 180 meters Scaled)
 PD0247
 PD0247                          SUPERSEDED SURVEY CONTROL
 PD0247
 PD0247  NGVD 29 (??/??/92)   10.927  (m)           35.85   (f) ADJ UNCH    2 0
 PD0247
 PD0247.Superseded values are not recommended for survey control.
 PD0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0247.See file dsdata.txt to determine how the superseded data were derived.
 PD0247
 PD0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK843249(NAD 83)
 PD0247_MARKER: DB = BENCH MARK DISK
 PD0247_SETTING: 66 = SET IN ROCK OUTCROP
 PD0247_SP_SET: BEDROCK
 PD0247_STAMPING: Q 147 1962
 PD0247_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0247+STABILITY: POSITION/ELEVATION WELL
 PD0247
 PD0247  HISTORY     - Date     Condition        Report By
 PD0247  HISTORY     - 1962     MONUMENTED       CGS
 PD0247  HISTORY     - 20020914 GOOD             USPSQD
 PD0247
 PD0247                          STATION DESCRIPTION
 PD0247
 PD0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PD0247'4.8 MI SE FROM STEUBEN.
 PD0247'2.0 MILES EAST ALONG U.S. HIGHWAY 1 FROM THE TOWN PARK AT
 PD0247'STEUBEN, THENCE 2.8 MILES SOUTH ALONG A BLACK TOP ROAD, ABOUT
 PD0247'0.1 MILE NORTH OF A STREAM CROSSING, IN AN OPEN PASTURE, SET ON
 PD0247'THE TOP OF A BEDROCK 45 FEET LONG- 12 FEET WIDE AND PROJECTS
 PD0247'2 FEET ABOVE THE LEVEL OF THE GROUND, BETWEEN POWER LINE POLES
 PD0247'5-54 AND 5=55, 240 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 PD0247'135 FEET SOUTH OF THE SOUTHWEST CORNER OF A GARAGE AND ABOUT
 PD0247'3 FEET ABOVE THE LEVEL OF THE ROAD.
 PD0247
 PD0247                          STATION RECOVERY (2002)
 PD0247
 PD0247'RECOVERY NOTE BY US POWER SQUADRON 2002 (SWL)
 PD0247'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0471 ***********************************************************************
 PD0471  DESIGNATION -  Q 148
 PD0471  PID         -  PD0471
 PD0471  STATE/COUNTY-  ME/WASHINGTON
 PD0471  USGS QUAD   -  WHITNEYVILLE (1977)
 PD0471
 PD0471                         *CURRENT SURVEY CONTROL
 PD0471  ___________________________________________________________________
 PD0471* NAD 83(1986)-  44 40 01.     (N)    067 36 45.     (W)     SCALED    
 PD0471* NAVD 88     -         6.411  (meters)      21.03   (feet)  ADJUSTED  
 PD0471  ___________________________________________________________________
 PD0471  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 PD0471  DYNAMIC HT  -           6.411 (meters)      21.03  (feet)  COMP
 PD0471  MODELED GRAV-     980,579.7   (mgal)                       NAVD 88
 PD0471
 PD0471  VERT ORDER  -  SECOND    CLASS 0
 PD0471
 PD0471.The horizontal coordinates were scaled from a topographic map and have
 PD0471.an estimated accuracy of +/- 6 seconds.
 PD0471
 PD0471.The orthometric height was determined by differential leveling
 PD0471.and adjusted by the National Geodetic Survey in June 1991..
 PD0471
 PD0471.The geoid height was determined by GEOID03.
 PD0471
 PD0471.The dynamic height is computed by dividing the NAVD 88
 PD0471.geopotential number by the normal gravity value computed on the
 PD0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0471.degrees latitude (g = 980.6199 gals.).
 PD0471
 PD0471.The modeled gravity was interpolated from observed gravity values.
 PD0471
 PD0471;                    North         East    Units  Estimated Accuracy
 PD0471;SPC ME E     -   111,520.      370,370.      MT  (+/- 180 meters Scaled)
 PD0471
 PD0471                          SUPERSEDED SURVEY CONTROL
 PD0471
 PD0471  NGVD 29 (??/??/92)    6.621  (m)           21.72   (f) ADJ UNCH    2 0
 PD0471
 PD0471.Superseded values are not recommended for survey control.
 PD0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0471.See file dsdata.txt to determine how the superseded data were derived.
 PD0471
 PD0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK099468(NAD 83)
 PD0471_MARKER: DB = BENCH MARK DISK
 PD0471_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PD0471_SP_SET: BRIDGE
 PD0471_STAMPING: Q 148 1962
 PD0471_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PD0471
 PD0471  HISTORY     - Date     Condition        Report By
 PD0471  HISTORY     - 1962     MONUMENTED       CGS
 PD0471  HISTORY     - 1966     GOOD             NGS
 PD0471
 PD0471                          STATION DESCRIPTION
 PD0471
 PD0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PD0471'2 MI SE FROM JONESBORO.
 PD0471'2.0 MILES SOUTHEAST ALONG A BLACK TOP ROAD FROM THE MAINE CENTRAL
 PD0471'RAILROAD STATION AT JONESBORO (STATION), SET ON THE TOP OF THE
 PD0471'NORTH END OF THE WEST CONCRETE ABUTMENT OF A CONCRETE BRIDGE
 PD0471'OVER CHANDLER RIVER, 15 FEET NORTH OF THE CENTER LINE OF THE
 PD0471'ROAD AND ABOUT LEVEL WITH THE ROAD.
 PD0471
 PD0471                          STATION RECOVERY (1966)
 PD0471
 PD0471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 PD0471'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0227 ***********************************************************************
 PD0227  DESIGNATION -  Q 149
 PD0227  PID         -  PD0227
 PD0227  STATE/COUNTY-  ME/WASHINGTON
 PD0227  USGS QUAD   -  MACHIAS (1977)
 PD0227
 PD0227                         *CURRENT SURVEY CONTROL
 PD0227  ___________________________________________________________________
 PD0227* NAD 83(1986)-  44 41 16.     (N)    067 27 54.     (W)     SCALED    
 PD0227* NAVD 88     -        43.771  (meters)     143.61   (feet)  ADJUSTED  
 PD0227  ___________________________________________________________________
 PD0227  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 PD0227  DYNAMIC HT  -          43.770 (meters)     143.60  (feet)  COMP
 PD0227  MODELED GRAV-     980,596.7   (mgal)                       NAVD 88
 PD0227
 PD0227  VERT ORDER  -  SECOND    CLASS 0
 PD0227
 PD0227.The horizontal coordinates were scaled from a topographic map and have
 PD0227.an estimated accuracy of +/- 6 seconds.
 PD0227
 PD0227.The orthometric height was determined by differential leveling
 PD0227.and adjusted by the National Geodetic Survey in June 1991..
 PD0227
 PD0227.The geoid height was determined by GEOID03.
 PD0227
 PD0227.The dynamic height is computed by dividing the NAVD 88
 PD0227.geopotential number by the normal gravity value computed on the
 PD0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0227.degrees latitude (g = 980.6199 gals.).
 PD0227
 PD0227.The modeled gravity was interpolated from observed gravity values.
 PD0227
 PD0227;                    North         East    Units  Estimated Accuracy
 PD0227;SPC ME E     -   113,970.      382,040.      MT  (+/- 180 meters Scaled)
 PD0227
 PD0227                          SUPERSEDED SURVEY CONTROL
 PD0227
 PD0227  NGVD 29 (??/??/92)   43.986  (m)          144.31   (f) ADJ UNCH    2 0
 PD0227
 PD0227.Superseded values are not recommended for survey control.
 PD0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0227.See file dsdata.txt to determine how the superseded data were derived.
 PD0227
 PD0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK216494(NAD 83)
 PD0227_MARKER: DB = BENCH MARK DISK
 PD0227_SETTING: 66 = SET IN ROCK OUTCROP
 PD0227_SP_SET: ROCK OUTCROP
 PD0227_STAMPING: Q 149 1962
 PD0227_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0227+STABILITY: POSITION/ELEVATION WELL
 PD0227
 PD0227  HISTORY     - Date     Condition        Report By
 PD0227  HISTORY     - 1962     MONUMENTED       CGS
 PD0227  HISTORY     - 1973     GOOD             MEDT
 PD0227
 PD0227                          STATION DESCRIPTION
 PD0227
 PD0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PD0227'2.2 MI SW FROM MACHIAS.
 PD0227'1.15 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE
 PD0227'AT MACHIAS, THENCE 1.0 MILE SOUTH ALONG A BLACKTOP ROAD LEADING
 PD0227'TO ROGUE BLUFFS, SET ON THE TOP AND 7 FEET NORTHWEST OF THE
 PD0227'NORTHWEST EDGE OF A VERY LARGE BLACK OUTCROP (LARGEST IN THE
 PD0227'VICINITY NORTHWEST OF THE ROAD), 0.1 MILE SOUTH OF THE JUNCTION
 PD0227'OF A ROAD LEADING SOUTHEAST, 72 FEET NORTHWEST OF THE CENTER LINE
 PD0227'OF THE ROAD, 35 YARDS NORTHEAST OF THE NORTHEAST CORNER OF A FRAME
 PD0227'HOUSE, 111 FEET WEST OF AND ACROSS THE ROAD FROM POWERLINE
 PD0227'POLE NO. 63, AND ABOUT 5 FEET ABOVE THE LEVEL OF THE ROAD.
 PD0227
 PD0227                          STATION RECOVERY (1973)
 PD0227
 PD0227'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1973
 PD0227'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0123 ***********************************************************************
 PF0123  DESIGNATION -  Q 15
 PF0123  PID         -  PF0123
 PF0123  STATE/COUNTY-  ME/KENNEBEC
 PF0123  USGS QUAD   -  MONMOUTH (1979)
 PF0123
 PF0123                         *CURRENT SURVEY CONTROL
 PF0123  ___________________________________________________________________
 PF0123* NAD 83(1986)-  44 12 46.     (N)    070 04 10.     (W)     SCALED    
 PF0123* NAVD 88     -        89.278  (meters)     292.91   (feet)  ADJUSTED  
 PF0123  ___________________________________________________________________
 PF0123  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 PF0123  DYNAMIC HT  -          89.268 (meters)     292.87  (feet)  COMP
 PF0123  MODELED GRAV-     980,512.8   (mgal)                       NAVD 88
 PF0123  OBS GRAVITY -     980,516.9   (mgal)                       GRAV_OBS
 PF0123
 PF0123  VERT ORDER  -  FIRST     CLASS I
 PF0123
 PF0123.The horizontal coordinates were scaled from a topographic map and have
 PF0123.an estimated accuracy of +/- 6 seconds.
 PF0123
 PF0123.The orthometric height was determined by differential leveling
 PF0123.and adjusted by the National Geodetic Survey in June 1991..
 PF0123.WARNING-Repeat measurements at this control monument indicate possible
 PF0123.vertical movement.
 PF0123
 PF0123.The geoid height was determined by GEOID03.
 PF0123
 PF0123.The dynamic height is computed by dividing the NAVD 88
 PF0123.geopotential number by the normal gravity value computed on the
 PF0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0123.degrees latitude (g = 980.6199 gals.).
 PF0123
 PF0123.The modeled gravity was interpolated from observed gravity values.
 PF0123.The observed gravity was obtained from relative gravimeter ties
 PF0123.to the IGSN71 gravity network.
 PF0123
 PF0123;                    North         East    Units  Estimated Accuracy
 PF0123;SPC ME W     -   153,260.      907,770.      MT  (+/- 180 meters Scaled)
 PF0123
 PF0123                          SUPERSEDED SURVEY CONTROL
 PF0123
 PF0123  NGVD 29 (??/??/92)   89.461  (m)          293.51   (f) ADJ UNCH    1 1
 PF0123
 PF0123.Superseded values are not recommended for survey control.
 PF0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0123.See file dsdata.txt to determine how the superseded data were derived.
 PF0123
 PF0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ145960(NAD 83)
 PF0123_MARKER: DB = BENCH MARK DISK
 PF0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PF0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PF0123_STAMPING: Q 15 1927 293.179
 PF0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0123+STABILITY: SURFACE MOTION
 PF0123
 PF0123  HISTORY     - Date     Condition        Report By
 PF0123  HISTORY     - 1927     MONUMENTED       CGS
 PF0123  HISTORY     - 1966     GOOD             NGS
 PF0123
 PF0123                          STATION DESCRIPTION
 PF0123
 PF0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PF0123'2.8 MI SW FROM MONMOUTH.
 PF0123'ABOUT 2.75 MILES SOUTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM
 PF0123'THE CROSSING OF STATE HIGHWAY 132 AT MONMOUTH, ABOUT 0.3 MILE
 PF0123'NORTHEAST OF MILEPOST P 48/V206, ABOUT 0.65 MILE NORTHEAST OF
 PF0123'LEEDS JUNCTION, NEAR THE CROSSING OF A NORTH-SOUTH GRADED ROAD,
 PF0123'24.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 20
 PF0123'FEET EAST OF THE CENTER LINE OF THE ROAD, 11 FEET NORTH OF A FENCE
 PF0123'CORNER, 31 1/2 FEET NORTH OF POWER POLE 06/29, ABOUT 1 1/2 FEET
 PF0123'BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE
 PF0123'POST PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1068 ***********************************************************************
 PE1068  DESIGNATION -  Q 150
 PE1068  PID         -  PE1068
 PE1068  STATE/COUNTY-  ME/KNOX
 PE1068  USGS QUAD   -  THOMASTON (1973)
 PE1068
 PE1068                         *CURRENT SURVEY CONTROL
 PE1068  ___________________________________________________________________
 PE1068* NAD 83(1986)-  44 04 05.     (N)    069 09 34.     (W)     SCALED    
 PE1068* NAVD 88     -        15.684  (meters)      51.46   (feet)  ADJUSTED  
 PE1068  ___________________________________________________________________
 PE1068  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 PE1068  DYNAMIC HT  -          15.682 (meters)      51.45  (feet)  COMP
 PE1068  MODELED GRAV-     980,523.9   (mgal)                       NAVD 88
 PE1068
 PE1068  VERT ORDER  -  SECOND    CLASS 0
 PE1068
 PE1068.The horizontal coordinates were scaled from a topographic map and have
 PE1068.an estimated accuracy of +/- 6 seconds.
 PE1068
 PE1068.The orthometric height was determined by differential leveling
 PE1068.and adjusted by the National Geodetic Survey in June 1991..
 PE1068
 PE1068.The geoid height was determined by GEOID03.
 PE1068
 PE1068.The dynamic height is computed by dividing the NAVD 88
 PE1068.geopotential number by the normal gravity value computed on the
 PE1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1068.degrees latitude (g = 980.6199 gals.).
 PE1068
 PE1068.The modeled gravity was interpolated from observed gravity values.
 PE1068
 PE1068;                    North         East    Units  Estimated Accuracy
 PE1068;SPC ME E     -    44,810.      247,170.      MT  (+/- 180 meters Scaled)
 PE1068
 PE1068                          SUPERSEDED SURVEY CONTROL
 PE1068
 PE1068  NGVD 29 (??/??/92)   15.894  (m)           52.15   (f) ADJ UNCH    2 0
 PE1068
 PE1068.Superseded values are not recommended for survey control.
 PE1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1068.See file dsdata.txt to determine how the superseded data were derived.
 PE1068
 PE1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ872794(NAD 83)
 PE1068_MARKER: DB = BENCH MARK DISK
 PE1068_SETTING: 80 = SET IN A BOULDER
 PE1068_SP_SET: BOULDER
 PE1068_STAMPING: Q 150 1962
 PE1068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1068+STABILITY: SURFACE MOTION
 PE1068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE1068+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2001
 PE1068
 PE1068  HISTORY     - Date     Condition        Report By
 PE1068  HISTORY     - 1962     MONUMENTED       CGS
 PE1068  HISTORY     - 19910511 GOOD             USPSQD
 PE1068  HISTORY     - 20011108 GOOD             USPSQD
 PE1068
 PE1068                          STATION DESCRIPTION
 PE1068
 PE1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PE1068'0.6 MI S FROM THOMASTON.
 PE1068'ABOUT 0.55 MILE SOUTH ALONG STATE HIGHWAY 131 FROM THE CROSSING
 PE1068'OF THE MAINE CENTRAL RAILROAD, 1.1 MILES SOUTH ALONG STATE
 PE1068'HIGHWAY 131 FROM ITS JUNCTION WITH U.S. HIGHWAY 1 AT THOMASTON,
 PE1068'ABOUT 0.7 MILE EAST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE1068'FORMER STATION AT THOMASTON, THENCE 0.55 MILE SOUTH, IN AN
 PE1068'OPEN FIELD, SET ON THE TOP AND ABOUT IN THE CENTER OF AN
 PE1068'8-BY-5-FOOT BURIED BOULDER PROJECTING 2 FEET ABOVE THE LEVEL
 PE1068'OF THE GROUND, 74 YARDS SOUTH OF THE RIVER VIEW DAIRY FARM,
 PE1068'194 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 234 FEET
 PE1068'SOUTHEAST OF POWER LINE POLE NO. 35, 251 C, 168 FEET EAST OF
 PE1068'POWER LINE POLE NO. 36 250 AND ABOUT LEVEL WITH THE HIGHWAY.
 PE1068
 PE1068                          STATION RECOVERY (1991)
 PE1068
 PE1068'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 PE1068'RECOVERED IN GOOD CONDITION.
 PE1068
 PE1068                          STATION RECOVERY (2001)
 PE1068
 PE1068'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 PE1068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1060 ***********************************************************************
 PE1060  DESIGNATION -  Q 151
 PE1060  PID         -  PE1060
 PE1060  STATE/COUNTY-  ME/KNOX
 PE1060  USGS QUAD   -  ROCKLAND (1979)
 PE1060
 PE1060                         *CURRENT SURVEY CONTROL
 PE1060  ___________________________________________________________________
 PE1060* NAD 83(1986)-  44 05 11.     (N)    069 02 52.     (W)     SCALED    
 PE1060* NAVD 88     -         6.037  (meters)      19.81   (feet)  ADJUSTED  
 PE1060  ___________________________________________________________________
 PE1060  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 PE1060  DYNAMIC HT  -           6.036 (meters)      19.80  (feet)  COMP
 PE1060  MODELED GRAV-     980,534.0   (mgal)                       NAVD 88
 PE1060
 PE1060  VERT ORDER  -  SECOND    CLASS 0
 PE1060
 PE1060.The horizontal coordinates were scaled from a topographic map and have
 PE1060.an estimated accuracy of +/- 6 seconds.
 PE1060
 PE1060.The orthometric height was determined by differential leveling
 PE1060.and adjusted by the National Geodetic Survey in June 1991..
 PE1060
 PE1060.The geoid height was determined by GEOID03.
 PE1060
 PE1060.The dynamic height is computed by dividing the NAVD 88
 PE1060.geopotential number by the normal gravity value computed on the
 PE1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1060.degrees latitude (g = 980.6199 gals.).
 PE1060
 PE1060.The modeled gravity was interpolated from observed gravity values.
 PE1060
 PE1060;                    North         East    Units  Estimated Accuracy
 PE1060;SPC ME E     -    46,780.      256,130.      MT  (+/- 180 meters Scaled)
 PE1060
 PE1060                          SUPERSEDED SURVEY CONTROL
 PE1060
 PE1060  NGVD 29 (??/??/92)    6.248  (m)           20.50   (f) ADJ UNCH    2 0
 PE1060
 PE1060.Superseded values are not recommended for survey control.
 PE1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1060.See file dsdata.txt to determine how the superseded data were derived.
 PE1060
 PE1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ961814(NAD 83)
 PE1060_MARKER: DB = BENCH MARK DISK
 PE1060_SETTING: 66 = SET IN ROCK OUTCROP
 PE1060_SP_SET: BEDROCK
 PE1060_STAMPING: Q 151 1962
 PE1060_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1060+STABILITY: POSITION/ELEVATION WELL
 PE1060
 PE1060  HISTORY     - Date     Condition        Report By
 PE1060  HISTORY     - 1962     MONUMENTED       CGS
 PE1060  HISTORY     - 19910511 GOOD             USPSQD
 PE1060
 PE1060                          STATION DESCRIPTION
 PE1060
 PE1060'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PE1060'0.8 MI NE FROM OWLS HEAD.
 PE1060'ABOUT 0.7 MILE NORTHEAST ALONG A BLACK TOP ROAD FROM THE POST
 PE1060'OFFICE AND GENERAL STORE AT OWLS HEAD, THENCE 0.15 MILE SOUTH
 PE1060'ALONG A PRIVATE DRIVEWAY LEADING TO DODGE POINT, SET ON THE TOP
 PE1060'OF A 6-BY-6-FOOT EXPOSED BEDROCK WHICH PROJECTS 3 FEET ABOVE
 PE1060'THE LEVEL OF THE GROUND, 28 FEET NORTHWEST OF THE NORTHWEST
 PE1060'CORNER OF THE MOST NORTHERN HOUSE ON DODGE POINT, 21 FEET EAST
 PE1060'OF AN OVERHEAD POWER LINE, 145 FEET SOUTHWEST OF BENCH MARK P 151
 PE1060'1962.
 PE1060
 PE1060                          STATION RECOVERY (1991)
 PE1060
 PE1060'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 PE1060'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1079 ***********************************************************************
 PE1079  DESIGNATION -  Q 152
 PE1079  PID         -  PE1079
 PE1079  STATE/COUNTY-  ME/LINCOLN
 PE1079  USGS QUAD   -  WALDOBORO EAST (1988)
 PE1079
 PE1079                         *CURRENT SURVEY CONTROL
 PE1079  ___________________________________________________________________
 PE1079* NAD 83(1986)-  44 04 06.     (N)    069 21 13.     (W)     SCALED    
 PE1079* NAVD 88     -        27.539  (meters)      90.35   (feet)  ADJUSTED  
 PE1079  ___________________________________________________________________
 PE1079  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 PE1079  DYNAMIC HT  -          27.536 (meters)      90.34  (feet)  COMP
 PE1079  MODELED GRAV-     980,514.7   (mgal)                       NAVD 88
 PE1079
 PE1079  VERT ORDER  -  SECOND    CLASS 0
 PE1079
 PE1079.The horizontal coordinates were scaled from a topographic map and have
 PE1079.an estimated accuracy of +/- 6 seconds.
 PE1079
 PE1079.The orthometric height was determined by differential leveling
 PE1079.and adjusted by the National Geodetic Survey in June 1991..
 PE1079
 PE1079.The geoid height was determined by GEOID03.
 PE1079
 PE1079.The dynamic height is computed by dividing the NAVD 88
 PE1079.geopotential number by the normal gravity value computed on the
 PE1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1079.degrees latitude (g = 980.6199 gals.).
 PE1079
 PE1079.The modeled gravity was interpolated from observed gravity values.
 PE1079
 PE1079;                    North         East    Units  Estimated Accuracy
 PE1079;SPC ME W     -   137,530.      965,140.      MT  (+/- 180 meters Scaled)
 PE1079
 PE1079                          SUPERSEDED SURVEY CONTROL
 PE1079
 PE1079  NGVD 29 (??/??/92)   27.748  (m)           91.04   (f) ADJ UNCH    2 0
 PE1079
 PE1079.Superseded values are not recommended for survey control.
 PE1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1079.See file dsdata.txt to determine how the superseded data were derived.
 PE1079
 PE1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ716795(NAD 83)
 PE1079_MARKER: DB = BENCH MARK DISK
 PE1079_SETTING: 66 = SET IN ROCK OUTCROP
 PE1079_SP_SET: BEDROCK
 PE1079_STAMPING: Q 152 1962
 PE1079_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1079+STABILITY: POSITION/ELEVATION WELL
 PE1079
 PE1079  HISTORY     - Date     Condition        Report By
 PE1079  HISTORY     - 1962     MONUMENTED       CGS
 PE1079  HISTORY     - 1990     GOOD             USPSQD
 PE1079
 PE1079                          STATION DESCRIPTION
 PE1079
 PE1079'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PE1079'2.8 MI SE FROM WALDOBORO.
 PE1079'ABOUT 2.8 MILES SOUTHEAST ALONG STATE HIGHWAY 220 FROM THE POST
 PE1079'OFFICE AT WALDOBORO, 0.2 MILE NORTHWEST OF A CONCRETE BRIDGE
 PE1079'OVER SLAOGO BROOK, SET ON THE TOP AND NEAR THE SOUTHWEST SIDE
 PE1079'OF A VERY LARGE EXPOSED MASS OF BEDROCK WHICH PROJECTS 15 FEET
 PE1079'ABOVE THE GROUND, 55 FEET SOUTHWEST OF THE CENTER LINE OF THE
 PE1079'HIGHWAY AND 10 FEET ABOVE THE LEVEL OF THE HIGHWAY SURFACE.
 PE1079
 PE1079                          STATION RECOVERY (1990)
 PE1079
 PE1079'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMW)
 PE1079'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0087 ***********************************************************************
 OB0087  DESIGNATION -  Q 153
 OB0087  PID         -  OB0087
 OB0087  STATE/COUNTY-  ME/LINCOLN
 OB0087  USGS QUAD   -  WESTPORT (1970)
 OB0087
 OB0087                         *CURRENT SURVEY CONTROL
 OB0087  ___________________________________________________________________
 OB0087* NAD 83(1986)-  43 59 18.     (N)    069 38 52.     (W)     SCALED    
 OB0087* NAVD 88     -        16.172  (meters)      53.06   (feet)  ADJUSTED  
 OB0087  ___________________________________________________________________
 OB0087  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 OB0087  DYNAMIC HT  -          16.170 (meters)      53.05  (feet)  COMP
 OB0087  MODELED GRAV-     980,523.2   (mgal)                       NAVD 88
 OB0087
 OB0087  VERT ORDER  -  SECOND    CLASS 0
 OB0087
 OB0087.The horizontal coordinates were scaled from a topographic map and have
 OB0087.an estimated accuracy of +/- 6 seconds.
 OB0087
 OB0087.The orthometric height was determined by differential leveling
 OB0087.and adjusted by the National Geodetic Survey in June 1991..
 OB0087
 OB0087.The geoid height was determined by GEOID03.
 OB0087
 OB0087.The dynamic height is computed by dividing the NAVD 88
 OB0087.geopotential number by the normal gravity value computed on the
 OB0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0087.degrees latitude (g = 980.6199 gals.).
 OB0087
 OB0087.The modeled gravity was interpolated from observed gravity values.
 OB0087
 OB0087;                    North         East    Units  Estimated Accuracy
 OB0087;SPC ME W     -   128,450.      941,630.      MT  (+/- 180 meters Scaled)
 OB0087
 OB0087                          SUPERSEDED SURVEY CONTROL
 OB0087
 OB0087  NGVD 29 (??/??/92)   16.386  (m)           53.76   (f) ADJ UNCH    2 0
 OB0087
 OB0087.Superseded values are not recommended for survey control.
 OB0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0087.See file dsdata.txt to determine how the superseded data were derived.
 OB0087
 OB0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ480707(NAD 83)
 OB0087_MARKER: DB = BENCH MARK DISK
 OB0087_SETTING: 66 = SET IN ROCK OUTCROP
 OB0087_SP_SET: BEDROCK
 OB0087_STAMPING: Q 153 1963
 OB0087_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0087+STABILITY: POSITION/ELEVATION WELL
 OB0087
 OB0087  HISTORY     - Date     Condition        Report By
 OB0087  HISTORY     - 1963     MONUMENTED       CGS
 OB0087  HISTORY     - 1990     GOOD             USPSQD
 OB0087  HISTORY     - 19910427 GOOD             USPSQD
 OB0087  HISTORY     - 20041123 MARK NOT FOUND   USPSQD
 OB0087  HISTORY     - 20060925 GOOD             USPSQD
 OB0087
 OB0087                          STATION DESCRIPTION
 OB0087
 OB0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OB0087'1.75 MI SE FROM WISCASSET.
 OB0087'ABOUT 0.75 MILE EAST ALONG U. S. HIGHWAY 1 FROM THE POST OFFICE AT
 OB0087'WISCASSET, THENCE 1.0 MILE SOUTHEAST ALONG A BLACK TOP ROAD, 0.6 MILE
 OB0087'NORTHWEST OF THE JUNCTION OF STATE HIGHWAY 27, IN AN OPEN AREA, SET ON
 OB0087'THE TOP OF A PARTLY COVERED BEDROCK WHICH PROJECTS 6 INCHES ABOVE THE
 OB0087'LEVEL OF THE GROUND, 31 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE
 OB0087'ROAD, 50 FEET NORTHEAST OF AND ACROSS THE ROAD FROM A 10-FOOT HIGH
 OB0087'ROCK CUT, 46 1/2 FEET NORTHWEST OF POWER LINE POLE NO. 110 17, 70 1/2
 OB0087'FEET EAST-SOUTHEAST OF POWER LINE POLE NO. 111 18, AND ABOUT LEVEL
 OB0087'WITH THE ROAD SURFACE.
 OB0087
 OB0087                          STATION RECOVERY (1990)
 OB0087
 OB0087'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMW)
 OB0087'RECOVERED IN GOOD CONDITION.
 OB0087
 OB0087                          STATION RECOVERY (1991)
 OB0087
 OB0087'RECOVERY NOTE BY US POWER SQUADRON 1991 (RSL)
 OB0087'RECOVERED IN GOOD CONDITION.
 OB0087
 OB0087                          STATION RECOVERY (2004)
 OB0087
 OB0087'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMW)
 OB0087'WAS NOT ABLE TO GET TO THE LOCATION AS THERE IS A LOT OF CUT BRUSH AND
 OB0087'GROWTH. MARK IS PROBABLY THERE.
 OB0087
 OB0087                          STATION RECOVERY (2006)
 OB0087
 OB0087'RECOVERY NOTE BY US POWER SQUADRON 2006 (WTM)
 OB0087'THIS STATION WAS LAST LISTED AS NOT FOUND BECAUSE OF CUT BRUSH AND
 OB0087'GROWTH. THE AREA IS NOW CLEARED OUT AND THE STATION WAS FOUND UNDER 3
 OB0087'INCHES OF EARTH. IT WAS LOCATED BY A METAL DETECTOR. THERE IS A NEW
 OB0087'DRIVEWAY ABOUT 12 FT. NE AND TO THE RIGHT OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0066 ***********************************************************************
 OB0066  DESIGNATION -  Q 154
 OB0066  PID         -  OB0066
 OB0066  STATE/COUNTY-  ME/LINCOLN
 OB0066  USGS QUAD   -  BRISTOL (1969)
 OB0066
 OB0066                         *CURRENT SURVEY CONTROL
 OB0066  ___________________________________________________________________
 OB0066* NAD 83(1986)-  43 59 31.     (N)    069 32 03.     (W)     SCALED    
 OB0066* NAVD 88     -        28.659  (meters)      94.03   (feet)  ADJUSTED  
 OB0066  ___________________________________________________________________
 OB0066  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 OB0066  DYNAMIC HT  -          28.656 (meters)      94.02  (feet)  COMP
 OB0066  MODELED GRAV-     980,524.4   (mgal)                       NAVD 88
 OB0066
 OB0066  VERT ORDER  -  SECOND    CLASS 0
 OB0066
 OB0066.The horizontal coordinates were scaled from a topographic map and have
 OB0066.an estimated accuracy of +/- 6 seconds.
 OB0066
 OB0066.The orthometric height was determined by differential leveling
 OB0066.and adjusted by the National Geodetic Survey in June 1991..
 OB0066
 OB0066.The geoid height was determined by GEOID03.
 OB0066
 OB0066.The dynamic height is computed by dividing the NAVD 88
 OB0066.geopotential number by the normal gravity value computed on the
 OB0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0066.degrees latitude (g = 980.6199 gals.).
 OB0066
 OB0066.The modeled gravity was interpolated from observed gravity values.
 OB0066
 OB0066;                    North         East    Units  Estimated Accuracy
 OB0066;SPC ME W     -   128,910.      950,740.      MT  (+/- 180 meters Scaled)
 OB0066
 OB0066                          SUPERSEDED SURVEY CONTROL
 OB0066
 OB0066  NGVD 29 (??/??/92)   28.868  (m)           94.71   (f) ADJ UNCH    2 0
 OB0066
 OB0066.Superseded values are not recommended for survey control.
 OB0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0066.See file dsdata.txt to determine how the superseded data were derived.
 OB0066
 OB0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ571711(NAD 83)
 OB0066_MARKER: DB = BENCH MARK DISK
 OB0066_SETTING: 66 = SET IN ROCK OUTCROP
 OB0066_SP_SET: BEDROCK
 OB0066_STAMPING: Q 154 1963
 OB0066_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0066+STABILITY: POSITION/ELEVATION WELL
 OB0066
 OB0066  HISTORY     - Date     Condition        Report By
 OB0066  HISTORY     - 1963     MONUMENTED       CGS
 OB0066  HISTORY     - 19910504 GOOD             USPSQD
 OB0066  HISTORY     - 20020719 MARK NOT FOUND   USPSQD
 OB0066
 OB0066                          STATION DESCRIPTION
 OB0066
 OB0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OB0066'3.15 MI S FROM DAMARISCOTTA.
 OB0066'ABOUT 3.15 MILES SOUTH ALONG STATE HIGHWAY 129 AND 130 FROM THE SOUTH
 OB0066'END OF THE LARGE BRIDGE OVER THE DAMARISCOTTA RIVER, ON TOP AND NEAR
 OB0066'THE SOUTH END OF A LARGE MASS OF EXPOSED BEDROCK PROJECTING 1 FOOT
 OB0066'ABOVE THE LEVEL OF THE GROUND, 72 1/2 FEET WEST OF THE CENTER LINE OF
 OB0066'THE HIGHWAYS, 65 YARDS NORTHWEST OF THE Y JUNCTION FORMED BY THE TWO
 OB0066'HIGHWAYS, 5 1/2 FEET NORTH OF THE SOUTH END OF THE OUTCROP OR BEDROCK
 OB0066'AND ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 OB0066
 OB0066                          STATION RECOVERY (1991)
 OB0066
 OB0066'RECOVERY NOTE BY US POWER SQUADRON 1991 (SS)
 OB0066'RECOVERED IN GOOD CONDITION.
 OB0066
 OB0066                          STATION RECOVERY (2002)
 OB0066
 OB0066'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAB)
 OB0066'THE LOCATION IS TOO OVERGROWN TO MEASURE AND DETERMINE THE MARK'S
 OB0066'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1094 ***********************************************************************
 PE1094  DESIGNATION -  Q 155
 PE1094  PID         -  PE1094
 PE1094  STATE/COUNTY-  ME/LINCOLN
 PE1094  USGS QUAD   -  WALDOBORO WEST (1988)
 PE1094
 PE1094                         *CURRENT SURVEY CONTROL
 PE1094  ___________________________________________________________________
 PE1094* NAD 83(1986)-  44 00 04.     (N)    069 25 59.     (W)     SCALED    
 PE1094* NAVD 88     -        41.072  (meters)     134.75   (feet)  ADJUSTED  
 PE1094  ___________________________________________________________________
 PE1094  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 PE1094  DYNAMIC HT  -          41.068 (meters)     134.74  (feet)  COMP
 PE1094  MODELED GRAV-     980,520.8   (mgal)                       NAVD 88
 PE1094
 PE1094  VERT ORDER  -  SECOND    CLASS 0
 PE1094
 PE1094.The horizontal coordinates were scaled from a topographic map and have
 PE1094.an estimated accuracy of +/- 6 seconds.
 PE1094
 PE1094.The orthometric height was determined by differential leveling
 PE1094.and adjusted by the National Geodetic Survey in June 1991..
 PE1094
 PE1094.The geoid height was determined by GEOID03.
 PE1094
 PE1094.The dynamic height is computed by dividing the NAVD 88
 PE1094.geopotential number by the normal gravity value computed on the
 PE1094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1094.degrees latitude (g = 980.6199 gals.).
 PE1094
 PE1094.The modeled gravity was interpolated from observed gravity values.
 PE1094
 PE1094;                    North         East    Units  Estimated Accuracy
 PE1094;SPC ME W     -   130,000.      958,840.      MT  (+/- 180 meters Scaled)
 PE1094
 PE1094                          SUPERSEDED SURVEY CONTROL
 PE1094
 PE1094  NGVD 29 (??/??/92)   41.280  (m)          135.43   (f) ADJ UNCH    2 0
 PE1094
 PE1094.Superseded values are not recommended for survey control.
 PE1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1094.See file dsdata.txt to determine how the superseded data were derived.
 PE1094
 PE1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ652720(NAD 83)
 PE1094_MARKER: DB = BENCH MARK DISK
 PE1094_SETTING: 66 = SET IN ROCK OUTCROP
 PE1094_SP_SET: BEDROCK
 PE1094_STAMPING: Q 155 1963
 PE1094_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1094+STABILITY: POSITION/ELEVATION WELL
 PE1094
 PE1094  HISTORY     - Date     Condition        Report By
 PE1094  HISTORY     - 1963     MONUMENTED       CGS
 PE1094  HISTORY     - 20020726 GOOD             USPSQD
 PE1094
 PE1094                          STATION DESCRIPTION
 PE1094
 PE1094'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PE1094'4.8 MI N FROM ROUND POND.
 PE1094'ABOUT 4.8 MILES NORTH ALONG STATE HIGHWAY 32 FROM THE METHODIST
 PE1094'CHURCH AT ROUND POND, 95 YARDS EAST OF THE CENTER LINE OF A DIM
 PE1094'TRAIL, SET ON THE TOP OF A 3-BY-2-FOOT EXPOSED PART OF BEDROCK
 PE1094'THAT IS PARTLY COVERED IN AN OPEN AREA AND PROJECTS 1/2 FOOT
 PE1094'ABOVE THE GROUND, 38.7 FEET NORTH OF THE CENTER LINE OF THE
 PE1094'HIGHWAY, 83 FEET EAST OF POWER LINE POLE NO. 142 120, AND ABOUT
 PE1094'4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 PE1094
 PE1094                          STATION RECOVERY (2002)
 PE1094
 PE1094'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMW)
 PE1094'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0137 ***********************************************************************
 OB0137  DESIGNATION -  Q 156
 OB0137  PID         -  OB0137
 OB0137  STATE/COUNTY-  ME/SAGADAHOC
 OB0137  USGS QUAD   -  BATH (1980)
 OB0137
 OB0137                         *CURRENT SURVEY CONTROL
 OB0137  ___________________________________________________________________
 OB0137* NAD 83(1986)-  43 54 29.     (N)    069 47 59.     (W)     SCALED    
 OB0137* NAVD 88     -        14.685  (meters)      48.18   (feet)  ADJUSTED  
 OB0137  ___________________________________________________________________
 OB0137  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 OB0137  DYNAMIC HT  -          14.684 (meters)      48.18  (feet)  COMP
 OB0137  MODELED GRAV-     980,524.6   (mgal)                       NAVD 88
 OB0137
 OB0137  VERT ORDER  -  SECOND    CLASS 0
 OB0137
 OB0137.The horizontal coordinates were scaled from a topographic map and have
 OB0137.an estimated accuracy of +/- 6 seconds.
 OB0137
 OB0137.The orthometric height was determined by differential leveling
 OB0137.and adjusted by the National Geodetic Survey in June 1991..
 OB0137
 OB0137.The geoid height was determined by GEOID03.
 OB0137
 OB0137.The dynamic height is computed by dividing the NAVD 88
 OB0137.geopotential number by the normal gravity value computed on the
 OB0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0137.degrees latitude (g = 980.6199 gals.).
 OB0137
 OB0137.The modeled gravity was interpolated from observed gravity values.
 OB0137
 OB0137;                    North         East    Units  Estimated Accuracy
 OB0137;SPC ME W     -   119,460.      929,480.      MT  (+/- 180 meters Scaled)
 OB0137
 OB0137                          SUPERSEDED SURVEY CONTROL
 OB0137
 OB0137  NGVD 29 (??/??/92)   14.893  (m)           48.86   (f) ADJ UNCH    2 0
 OB0137
 OB0137.Superseded values are not recommended for survey control.
 OB0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0137.See file dsdata.txt to determine how the superseded data were derived.
 OB0137
 OB0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ357619(NAD 83)
 OB0137_MARKER: DB = BENCH MARK DISK
 OB0137_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OB0137_SP_SET: ABUTMENT
 OB0137_STAMPING: Q 156 1963
 OB0137_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OB0137_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OB0137+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2004
 OB0137
 OB0137  HISTORY     - Date     Condition        Report By
 OB0137  HISTORY     - 1963     MONUMENTED       CGS
 OB0137  HISTORY     - 1977     GOOD             LOCENG
 OB0137  HISTORY     - 19910412 GOOD             USPSQD
 OB0137  HISTORY     - 20040507 GOOD             USPSQD
 OB0137
 OB0137                          STATION DESCRIPTION
 OB0137
 OB0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OB0137'0.3 MI S FROM WOOLWICH.
 OB0137'ABOUT 0.3 MILE SOUTH ALONG STATE HIGHWAY 127 FROM THE SOUTHWEST END OF
 OB0137'THE STATE HIGHWAY 127 BRIDGE OVER THE MAINE CENTRAL RAILROAD AT
 OB0137'WOOLWICH, SET ON THE TOP OF THE SOUTH END OF THE WEST CONCRETE
 OB0137'ABUTMENT (INSIDE GUARD RAIL) OF THE LARGE BRIDGE OVER THE SASANOA
 OB0137'RIVER, 13.5 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND 1 FOOT
 OB0137'ABOVE THE LEVEL OF THE BRIDGE FLOOR.
 OB0137
 OB0137                          STATION RECOVERY (1977)
 OB0137
 OB0137'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 OB0137'RECOVERED IN GOOD CONDITION.
 OB0137
 OB0137                          STATION RECOVERY (1991)
 OB0137
 OB0137'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OB0137'RECOVERED IN GOOD CONDITION.
 OB0137
 OB0137                          STATION RECOVERY (2004)
 OB0137
 OB0137'RECOVERY NOTE BY US POWER SQUADRON 2004 (WTM)
 OB0137'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0353 ***********************************************************************
 OC0353  DESIGNATION -  Q 157
 OC0353  PID         -  OC0353
 OC0353  STATE/COUNTY-  ME/YORK
 OC0353  USGS QUAD   -  NORTH BERWICK (1973)
 OC0353
 OC0353                         *CURRENT SURVEY CONTROL
 OC0353  ___________________________________________________________________
 OC0353* NAD 83(1986)-  43 18 28.     (N)    070 43 20.     (W)     SCALED    
 OC0353* NAVD 88     -        50.904  (meters)     167.01   (feet)  ADJUSTED  
 OC0353  ___________________________________________________________________
 OC0353  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 OC0353  DYNAMIC HT  -          50.895 (meters)     166.98  (feet)  COMP
 OC0353  MODELED GRAV-     980,451.4   (mgal)                       NAVD 88
 OC0353
 OC0353  VERT ORDER  -  FIRST     CLASS I
 OC0353
 OC0353.The horizontal coordinates were scaled from a topographic map and have
 OC0353.an estimated accuracy of +/- 6 seconds.
 OC0353
 OC0353.The orthometric height was determined by differential leveling
 OC0353.and adjusted by the National Geodetic Survey in June 1991..
 OC0353
 OC0353.The geoid height was determined by GEOID03.
 OC0353
 OC0353.The dynamic height is computed by dividing the NAVD 88
 OC0353.geopotential number by the normal gravity value computed on the
 OC0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0353.degrees latitude (g = 980.6199 gals.).
 OC0353
 OC0353.The modeled gravity was interpolated from observed gravity values.
 OC0353
 OC0353;                    North         East    Units  Estimated Accuracy
 OC0353;SPC ME W     -    52,860.      854,930.      MT  (+/- 180 meters Scaled)
 OC0353
 OC0353                          SUPERSEDED SURVEY CONTROL
 OC0353
 OC0353  NGVD 29 (??/??/92)   51.121  (m)          167.72   (f) ADJ UNCH    1 1
 OC0353
 OC0353.Superseded values are not recommended for survey control.
 OC0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0353.See file dsdata.txt to determine how the superseded data were derived.
 OC0353
 OC0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH603964(NAD 83)
 OC0353_MARKER: DB = BENCH MARK DISK
 OC0353_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC0353_SP_SET: ABUTMENT
 OC0353_STAMPING: Q 157 1966
 OC0353_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC0353
 OC0353  HISTORY     - Date     Condition        Report By
 OC0353  HISTORY     - 1966     MONUMENTED       CGS
 OC0353  HISTORY     - 1975     POOR             NGS
 OC0353  HISTORY     - 19880408 GOOD             USPSQD
 OC0353  HISTORY     - 1989     GOOD             USPSQD
 OC0353  HISTORY     - 19950910 GOOD             USPSQD
 OC0353
 OC0353                          STATION DESCRIPTION
 OC0353
 OC0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OC0353'0.8 MI NE FROM NORTH BERWICK.
 OC0353'ABOUT 0.8 MILE NORTHEAST ALONG STATE HIGHWAY 9 FROM THE NORTH
 OC0353'JUNCTION OF STATE HIGHWAY 4 AT NORTH BERWICK, AT THE OVERPASS
 OC0353'WHERE THE HIGHWAY CROSSES THE BOSTON AND MAINE RAILROAD, IN
 OC0353'THE TOP NEAR THE EAST END OF THE SOUTHEAST ABUTMENT OF THE
 OC0353'OVERPASS, 1.4 FEET SOUTH OF THE NORTH FACE OF THE ABUTMENT,
 OC0353'21 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 OC0353'1/2 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 OC0353
 OC0353                          STATION RECOVERY (1975)
 OC0353
 OC0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 OC0353'MARK RECOVERED IN POOR CONDITION.
 OC0353
 OC0353                          STATION RECOVERY (1988)
 OC0353
 OC0353'RECOVERY NOTE BY US POWER SQUADRON 1988 (RSR)
 OC0353'RECOVERED IN GOOD CONDITION.
 OC0353
 OC0353                          STATION RECOVERY (1989)
 OC0353
 OC0353'RECOVERY NOTE BY US POWER SQUADRON 1989 (RH)
 OC0353'RECOVERED IN GOOD CONDITION.
 OC0353
 OC0353                          STATION RECOVERY (1995)
 OC0353
 OC0353'RECOVERY NOTE BY US POWER SQUADRON 1995
 OC0353'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0714 ***********************************************************************
 PE0714  DESIGNATION -  Q 158
 PE0714  PID         -  PE0714
 PE0714  STATE/COUNTY-  ME/SOMERSET
 PE0714  USGS QUAD   -  NEWPORT (1982)
 PE0714
 PE0714                         *CURRENT SURVEY CONTROL
 PE0714  ___________________________________________________________________
 PE0714* NAD 83(1986)-  44 49 02.     (N)    069 18 27.     (W)     SCALED    
 PE0714* NAVD 88     -        73.947  (meters)     242.61   (feet)  ADJUSTED  
 PE0714  ___________________________________________________________________
 PE0714  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 PE0714  DYNAMIC HT  -          73.944 (meters)     242.60  (feet)  COMP
 PE0714  MODELED GRAV-     980,574.6   (mgal)                       NAVD 88
 PE0714  OBS GRAVITY -     980,573.2   (mgal)                       GRAV_OBS
 PE0714
 PE0714  VERT ORDER  -  FIRST     CLASS I
 PE0714
 PE0714.The horizontal coordinates were scaled from a topographic map and have
 PE0714.an estimated accuracy of +/- 6 seconds.
 PE0714
 PE0714.The orthometric height was determined by differential leveling
 PE0714.and adjusted by the National Geodetic Survey in June 1991..
 PE0714
 PE0714.The geoid height was determined by GEOID03.
 PE0714
 PE0714.The dynamic height is computed by dividing the NAVD 88
 PE0714.geopotential number by the normal gravity value computed on the
 PE0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0714.degrees latitude (g = 980.6199 gals.).
 PE0714
 PE0714.The modeled gravity was interpolated from observed gravity values.
 PE0714.The observed gravity was obtained from relative gravimeter ties
 PE0714.to the IGSN71 gravity network.
 PE0714
 PE0714;                    North         East    Units  Estimated Accuracy
 PE0714;SPC ME W     -   220,780.      967,960.      MT  (+/- 180 meters Scaled)
 PE0714
 PE0714                          SUPERSEDED SURVEY CONTROL
 PE0714
 PE0714  NGVD 29 (??/??/92)   74.166  (m)          243.33   (f) ADJ UNCH    1 1
 PE0714
 PE0714.Superseded values are not recommended for survey control.
 PE0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0714.See file dsdata.txt to determine how the superseded data were derived.
 PE0714
 PE0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK756626(NAD 83)
 PE0714_MARKER: DB = BENCH MARK DISK
 PE0714_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 PE0714_SP_SET: UNSPECIFIED ROCK
 PE0714_STAMPING: Q 158 1966
 PE0714_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0714
 PE0714  HISTORY     - Date     Condition        Report By
 PE0714  HISTORY     - 1966     MONUMENTED       CGS
 PE0714  HISTORY     - 1981     GOOD             NGS
 PE0714
 PE0714                          STATION DESCRIPTION
 PE0714
 PE0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE0714'1.8 MI SW FROM NEWPORT.
 PE0714'1.8 MILES SOUTHWEST ALONG STATE HIGHWAYS 100 AND 11 FROM THE
 PE0714'POST OFFICE AT NEWPORT, NEAR THE NORTHEAST CORNER OF A SMALL
 PE0714'ROADSIDE PARK, IN THE TOP OF THE WEST CORNER OF THE EXPOSED
 PE0714'PORTION OF A EMBEDDED ROCK, 73 1/2 FEET NORTHWEST OF THE CENTER
 PE0714'LINE OF THE HIGHWAY, 46 FEET NORTHEAST OF THE CENTER LINE OF
 PE0714'A DRIVE THROUGH THE PARK, 66 1/2 FEET EAST OF POWER POLE 6-51,
 PE0714'15 FEET SOUTH OF THE SOUTH FACE OF AN OLD ROCK FENCE, 4.9 FEET
 PE0714'SOUTHWEST OF A METAL WITNESS POST, AND ABOUT 3 FEET BELOW THE
 PE0714'LEVEL OF THE HIGHWAY.
 PE0714
 PE0714                          STATION RECOVERY (1981)
 PE0714
 PE0714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 PE0714'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0399 ***********************************************************************
 PE0399  DESIGNATION -  Q 159
 PE0399  PID         -  PE0399
 PE0399  STATE/COUNTY-  ME/PENOBSCOT
 PE0399  USGS QUAD   -  VEAZIE (1988)
 PE0399
 PE0399                         *CURRENT SURVEY CONTROL
 PE0399  ___________________________________________________________________
 PE0399* NAD 83(1986)-  44 46 10.     (N)    068 41 44.     (W)     SCALED    
 PE0399* NAVD 88     -        39.014  (meters)     128.00   (feet)  ADJUSTED  
 PE0399  ___________________________________________________________________
 PE0399  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 PE0399  DYNAMIC HT  -          39.012 (meters)     127.99  (feet)  COMP
 PE0399  MODELED GRAV-     980,572.1   (mgal)                       NAVD 88
 PE0399  OBS GRAVITY -     980,574.0   (mgal)                       GRAV_OBS
 PE0399
 PE0399  VERT ORDER  -  FIRST     CLASS I
 PE0399
 PE0399.The horizontal coordinates were scaled from a topographic map and have
 PE0399.an estimated accuracy of +/- 6 seconds.
 PE0399
 PE0399.The orthometric height was determined by differential leveling
 PE0399.and adjusted by the National Geodetic Survey in June 1991..
 PE0399
 PE0399.The geoid height was determined by GEOID03.
 PE0399
 PE0399.The dynamic height is computed by dividing the NAVD 88
 PE0399.geopotential number by the normal gravity value computed on the
 PE0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0399.degrees latitude (g = 980.6199 gals.).
 PE0399
 PE0399.The modeled gravity was interpolated from observed gravity values.
 PE0399.The observed gravity was obtained from relative gravimeter ties
 PE0399.to the IGSN71 gravity network.
 PE0399
 PE0399;                    North         East    Units  Estimated Accuracy
 PE0399;SPC ME E     -   122,540.      284,520.      MT  (+/- 180 meters Scaled)
 PE0399
 PE0399                          SUPERSEDED SURVEY CONTROL
 PE0399
 PE0399  NGVD 29 (??/??/92)   39.224  (m)          128.69   (f) ADJ UNCH    1 1
 PE0399
 PE0399.Superseded values are not recommended for survey control.
 PE0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0399.See file dsdata.txt to determine how the superseded data were derived.
 PE0399
 PE0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK240573(NAD 83)
 PE0399_MARKER: DB = BENCH MARK DISK
 PE0399_SETTING: 80 = SET IN A BOULDER
 PE0399_SP_SET: BOULDER
 PE0399_STAMPING: Q 159 1966
 PE0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0399+STABILITY: SURFACE MOTION
 PE0399
 PE0399  HISTORY     - Date     Condition        Report By
 PE0399  HISTORY     - 1966     MONUMENTED       CGS
 PE0399  HISTORY     - 1978     GOOD             DMA
 PE0399
 PE0399                          STATION DESCRIPTION
 PE0399
 PE0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE0399'3.4 MI SE FROM BREWER.
 PE0399'2.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 1A FROM THE POST OFFICE
 PE0399'AT BREWER, THENCE ABOUT 1.2 MILES EAST ALONG THE MAINE CENTRAL
 PE0399'RAILROAD, ALSO 4.6 MILES NORTHWEST ALONG THE MAINE CENTRAL
 PE0399'RAILROAD FROM THE CROSSING OF STATE HIGHWAY 46 AT EAST HOLDEN,
 PE0399'148 1/2 FEET NORTH OF AND ACROSS THE TRACK FROM MILEPOST
 PE0399'P143/C127, IN THE TOP OF THE SOUTH CORNER OF A 6-BY-7-FOOT ROCK
 PE0399'WHICH PROJECTS 1/2 FOOT, 47.5 FEET NORTHEAST OF THE NORTHEAST
 PE0399'RAIL, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK.
 PE0399
 PE0399                          STATION RECOVERY (1978)
 PE0399
 PE0399'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PE0399'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0225 ***********************************************************************
 PF0225  DESIGNATION -  Q 16
 PF0225  PID         -  PF0225
 PF0225  STATE/COUNTY-  ME/OXFORD
 PF0225  USGS QUAD   -  FRYEBURG (1989)
 PF0225
 PF0225                         *CURRENT SURVEY CONTROL
 PF0225  ___________________________________________________________________
 PF0225* NAD 83(1986)-  44 00 12.     (N)    070 59 37.     (W)     SCALED    
 PF0225* NAVD 88     -       133.798  (meters)     438.97   (feet)  ADJUSTED  
 PF0225  ___________________________________________________________________
 PF0225  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 PF0225  DYNAMIC HT  -         133.775 (meters)     438.89  (feet)  COMP
 PF0225  MODELED GRAV-     980,449.6   (mgal)                       NAVD 88
 PF0225
 PF0225  VERT ORDER  -  SECOND    CLASS 0
 PF0225
 PF0225.The horizontal coordinates were scaled from a topographic map and have
 PF0225.an estimated accuracy of +/- 6 seconds.
 PF0225
 PF0225.The orthometric height was determined by differential leveling
 PF0225.and adjusted by the National Geodetic Survey in June 1991..
 PF0225
 PF0225.The geoid height was determined by GEOID03.
 PF0225
 PF0225.The dynamic height is computed by dividing the NAVD 88
 PF0225.geopotential number by the normal gravity value computed on the
 PF0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0225.degrees latitude (g = 980.6199 gals.).
 PF0225
 PF0225.The modeled gravity was interpolated from observed gravity values.
 PF0225
 PF0225;                    North         East    Units  Estimated Accuracy
 PF0225;SPC ME W     -   130,320.      833,680.      MT  (+/- 180 meters Scaled)
 PF0225
 PF0225                          SUPERSEDED SURVEY CONTROL
 PF0225
 PF0225  NGVD 29 (??/??/92)  133.939  (m)          439.43   (f) ADJ UNCH    2 0
 PF0225
 PF0225.Superseded values are not recommended for survey control.
 PF0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0225.See file dsdata.txt to determine how the superseded data were derived.
 PF0225
 PF0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ401741(NAD 83)
 PF0225_MARKER: DB = BENCH MARK DISK
 PF0225_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PF0225_SP_SET: WELL HOUSE
 PF0225_STAMPING: Q 16 1933
 PF0225_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0225_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PF0225+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2004
 PF0225
 PF0225  HISTORY     - Date     Condition        Report By
 PF0225  HISTORY     - 1933     MONUMENTED       CGS
 PF0225  HISTORY     - 1964     GOOD             USGS
 PF0225  HISTORY     - 20040617 GOOD             GEOCAC
 PF0225
 PF0225                          STATION DESCRIPTION
 PF0225
 PF0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PF0225'0.9 MI W FROM FRYEBURG.
 PF0225'0.9 MILE WEST ALONG THE MAINE CENTRAL RAILROAD FROM THE STATION
 PF0225'AT FRYEBURG, ABOUT 1000 FEET EAST OF MILEPOST P 51, ABOUT 1100
 PF0225'FEET EAST OF STATE-LINE MARKERS 45 AND 46, ON U.S. HIGHWAY 302,
 PF0225'250 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, IN THE EAST FACE
 PF0225'OF A CONCRETE WELL HOUSE.  ONE FOOT SOUTH OF THE NORTHEAST CORNER
 PF0225'OF THE BUILDING, AND TWO FEET ABOVE THE GROUND.  SET VERTICALLY.
 PF0225
 PF0225                          STATION RECOVERY (1964)
 PF0225
 PF0225'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 PF0225'RECOVERED IN GOOD CONDITION.
 PF0225
 PF0225                          STATION RECOVERY (2004)
 PF0225
 PF0225'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 PF0225'FOUND AT THE DESCRIBED LOCATION IN GOOD CONDITION. THIS PROPERTY IS A
 PF0225'CAMP OWNED BY THE FRYEBURG NEW CHURCH ASSEMBLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0662 ***********************************************************************
 PE0662  DESIGNATION -  Q 160
 PE0662  PID         -  PE0662
 PE0662  STATE/COUNTY-  ME/PENOBSCOT
 PE0662  USGS QUAD   -  PLYMOUTH (1982)
 PE0662
 PE0662                         *CURRENT SURVEY CONTROL
 PE0662  ___________________________________________________________________
 PE0662* NAD 83(1986)-  44 49 40.     (N)    069 09 39.     (W)     SCALED    
 PE0662* NAVD 88     -        74.756  (meters)     245.26   (feet)  ADJUSTED  
 PE0662  ___________________________________________________________________
 PE0662  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 PE0662  DYNAMIC HT  -          74.752 (meters)     245.25  (feet)  COMP
 PE0662  MODELED GRAV-     980,566.5   (mgal)                       NAVD 88
 PE0662
 PE0662  VERT ORDER  -  FIRST     CLASS I
 PE0662
 PE0662.The horizontal coordinates were scaled from a topographic map and have
 PE0662.an estimated accuracy of +/- 6 seconds.
 PE0662
 PE0662.The orthometric height was determined by differential leveling
 PE0662.and adjusted by the National Geodetic Survey in June 1991..
 PE0662
 PE0662.The geoid height was determined by GEOID03.
 PE0662
 PE0662.The dynamic height is computed by dividing the NAVD 88
 PE0662.geopotential number by the normal gravity value computed on the
 PE0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0662.degrees latitude (g = 980.6199 gals.).
 PE0662
 PE0662.The modeled gravity was interpolated from observed gravity values.
 PE0662
 PE0662;                    North         East    Units  Estimated Accuracy
 PE0662;SPC ME E     -   129,220.      247,750.      MT  (+/- 180 meters Scaled)
 PE0662
 PE0662                          SUPERSEDED SURVEY CONTROL
 PE0662
 PE0662  NGVD 29 (??/??/92)   74.973  (m)          245.97   (f) ADJ UNCH    1 1
 PE0662
 PE0662.Superseded values are not recommended for survey control.
 PE0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0662.See file dsdata.txt to determine how the superseded data were derived.
 PE0662
 PE0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK872638(NAD 83)
 PE0662_MARKER: DB = BENCH MARK DISK
 PE0662_SETTING: 66 = SET IN ROCK OUTCROP
 PE0662_SP_SET: BEDROCK
 PE0662_STAMPING: Q 160 1966
 PE0662_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0662+STABILITY: POSITION/ELEVATION WELL
 PE0662
 PE0662  HISTORY     - Date     Condition        Report By
 PE0662  HISTORY     - 1966     MONUMENTED       CGS
 PE0662  HISTORY     - 1978     GOOD             DOD
 PE0662  HISTORY     - 1989     GOOD             USPSQD
 PE0662
 PE0662                          STATION DESCRIPTION
 PE0662
 PE0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE0662'6.3 MI W FROM CARMEL.
 PE0662'6.3 MILES WEST ALONG THE MAINE CENTRAL RAILROAD FROM THE OVERPASS
 PE0662'CROSSING OF U.S. HIGHWAY 2 AT CARMEL, ABOUT 0.4 MILE EAST OF
 PE0662'MILEPOST V136/P115, 100 FEET SOUTHEAST OF THE CENTER THE
 PE0662'CROSSING OF A WOODS ROAD, IN THE TOP OF A LARGE BEDROCK THAT
 PE0662'THE EXPOSED PORTION IS ABOUT 2-BY-6-FOOT AND FLUSH WITH THE GROUND,
 PE0662'35.0 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 22 1/2 FEET
 PE0662'WEST-SOUTHWEST OF A TELEPHONE POLE, AND ABOUT 3 FEET BELOW THE
 PE0662'LEVEL OF THE TRACK.
 PE0662
 PE0662                          STATION RECOVERY (1978)
 PE0662
 PE0662'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE0662'RECOVERED IN GOOD CONDITION.
 PE0662
 PE0662                          STATION RECOVERY (1989)
 PE0662
 PE0662'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELG)
 PE0662'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0232 ***********************************************************************
 OC0232  DESIGNATION -  Q 161
 OC0232  PID         -  OC0232
 OC0232  STATE/COUNTY-  ME/YORK
 OC0232  USGS QUAD   -  BIDDEFORD (1975)
 OC0232
 OC0232                         *CURRENT SURVEY CONTROL
 OC0232  ___________________________________________________________________
 OC0232* NAD 83(1986)-  43 28 48.     (N)    070 28 28.     (W)     SCALED    
 OC0232* NAVD 88     -        47.237  (meters)     154.98   (feet)  ADJUSTED  
 OC0232  ___________________________________________________________________
 OC0232  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 OC0232  DYNAMIC HT  -          47.231 (meters)     154.96  (feet)  COMP
 OC0232  MODELED GRAV-     980,485.3   (mgal)                       NAVD 88
 OC0232
 OC0232  VERT ORDER  -  FIRST     CLASS I
 OC0232
 OC0232.The horizontal coordinates were scaled from a topographic map and have
 OC0232.an estimated accuracy of +/- 6 seconds.
 OC0232
 OC0232.The orthometric height was determined by differential leveling
 OC0232.and adjusted by the National Geodetic Survey in June 1991..
 OC0232
 OC0232.The geoid height was determined by GEOID03.
 OC0232
 OC0232.The dynamic height is computed by dividing the NAVD 88
 OC0232.geopotential number by the normal gravity value computed on the
 OC0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0232.degrees latitude (g = 980.6199 gals.).
 OC0232
 OC0232.The modeled gravity was interpolated from observed gravity values.
 OC0232
 OC0232;                    North         East    Units  Estimated Accuracy
 OC0232;SPC ME W     -    71,890.      875,100.      MT  (+/- 180 meters Scaled)
 OC0232
 OC0232                          SUPERSEDED SURVEY CONTROL
 OC0232
 OC0232  NGVD 29 (??/??/92)   47.462  (m)          155.71   (f) ADJ UNCH    1 1
 OC0232
 OC0232.Superseded values are not recommended for survey control.
 OC0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0232.See file dsdata.txt to determine how the superseded data were derived.
 OC0232
 OC0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ807151(NAD 83)
 OC0232_MARKER: DB = BENCH MARK DISK
 OC0232_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC0232_SP_SET: BUILDING
 OC0232_STAMPING: Q 161 1966
 OC0232_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC0232
 OC0232  HISTORY     - Date     Condition        Report By
 OC0232  HISTORY     - 1966     MONUMENTED       CGS
 OC0232  HISTORY     - 1978     GOOD             DOD
 OC0232
 OC0232                          STATION DESCRIPTION
 OC0232
 OC0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OC0232'0.3 MI SW FROM BIDDEFORD.
 OC0232'ABOUT 0.3 MILE SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE
 OC0232'INTERSECTION OF STATE HIGHWAY 111, SET VERTICALLY IN THE
 OC0232'SOUTHEAST FACE NEAR THE SOUTH CORNER OF THE BRICK BUILDING
 OC0232'HOUSING THE CENTRAL MAINE POWER CO., 1.7 FEET NORTHEAST OF THE
 OC0232'SOUTH CORNER OF THE BUILDING, 169 FEET NORTHWEST OF THE CENTER
 OC0232'LINE OF THE HIGHWAY, AND ABOUT 2.3 FEET ABOVE THE LEVEL OF THE
 OC0232'GROUND.
 OC0232
 OC0232                          STATION RECOVERY (1978)
 OC0232
 OC0232'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 OC0232'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0092 ***********************************************************************
 OC0092  DESIGNATION -  Q 162
 OC0092  PID         -  OC0092
 OC0092  STATE/COUNTY-  ME/CUMBERLAND
 OC0092  USGS QUAD   -  PROUTS NECK (1978)
 OC0092
 OC0092                         *CURRENT SURVEY CONTROL
 OC0092  ___________________________________________________________________
 OC0092* NAD 83(1986)-  43 35 48.     (N)    070 17 51.     (W)     SCALED    
 OC0092* NAVD 88     -        14.525  (meters)      47.65   (feet)  ADJUSTED  
 OC0092  ___________________________________________________________________
 OC0092  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 OC0092  DYNAMIC HT  -          14.524 (meters)      47.65  (feet)  COMP
 OC0092  MODELED GRAV-     980,501.9   (mgal)                       NAVD 88
 OC0092
 OC0092  VERT ORDER  -  FIRST     CLASS I
 OC0092
 OC0092.The horizontal coordinates were scaled from a topographic map and have
 OC0092.an estimated accuracy of +/- 6 seconds.
 OC0092
 OC0092.The orthometric height was determined by differential leveling
 OC0092.and adjusted by the National Geodetic Survey in June 1991..
 OC0092
 OC0092.The geoid height was determined by GEOID03.
 OC0092
 OC0092.The dynamic height is computed by dividing the NAVD 88
 OC0092.geopotential number by the normal gravity value computed on the
 OC0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0092.degrees latitude (g = 980.6199 gals.).
 OC0092
 OC0092.The modeled gravity was interpolated from observed gravity values.
 OC0092
 OC0092;                    North         East    Units  Estimated Accuracy
 OC0092;SPC ME W     -    84,810.      889,440.      MT  (+/- 180 meters Scaled)
 OC0092
 OC0092                          SUPERSEDED SURVEY CONTROL
 OC0092
 OC0092  NGVD 29 (??/??/92)   14.750  (m)           48.39   (f) ADJ UNCH    1 1
 OC0092
 OC0092.Superseded values are not recommended for survey control.
 OC0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0092.See file dsdata.txt to determine how the superseded data were derived.
 OC0092
 OC0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ952278(NAD 83)
 OC0092_MARKER: DB = BENCH MARK DISK
 OC0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OC0092_STAMPING: Q 162 1966
 OC0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC0092+STABILITY: SURFACE MOTION
 OC0092
 OC0092  HISTORY     - Date     Condition        Report By
 OC0092  HISTORY     - 1966     MONUMENTED       CGS
 OC0092  HISTORY     - 1978     MARK NOT FOUND   LOCSUR
 OC0092
 OC0092                          STATION DESCRIPTION
 OC0092
 OC0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OC0092'3.1 MI NE FROM SCARBOROUGH.
 OC0092'ABOUT 0.1 MILE EAST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE
 OC0092'AT SCARBOROUGH, THENCE ABOUT 1.15 MILE SOUTHEAST ALONG STATE
 OC0092'HIGHWAY 207, THENCE ABOUT 1.85 MILES NORTHEAST ALONG HIGHLAND
 OC0092'AVENUE, CHAMBERLAIN ROAD AND PLEASANT HILL ROAD, NEAR THE WEST
 OC0092'CORNER OF LAWN FOR A FRAME HOUSE, 103 FEET SOUTHWEST OF THE
 OC0092'CENTER LINE OF DRIVE TO HOUSE, 33 FEET SOUTHEAST OF THE CENTER
 OC0092'LINE OF THE ROAD, 24 1/2 FEET SOUTH OF POWER LINE BRACE POLE
 OC0092'S 49, 1 1/2 FEET NORTHWEST OF THE NORTHWEST END OF A WOODEN
 OC0092'FENCE, 1.5 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL
 OC0092'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OC0092'0.4 FOOT.  NOTE-- ALSO ABOUT 2.1 MILES NORTHEAST ALONG U.S.
 OC0092'HIGHWAY 1 FROM THE POST OFFICE AT SCARBOROUGH, THENCE ABOUT
 OC0092'1.4 MILES SOUTHEAST ALONG PLEASANT HILL ROAD.
 OC0092
 OC0092                          STATION RECOVERY (1978)
 OC0092
 OC0092'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 OC0092'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0046 ***********************************************************************
 OC0046  DESIGNATION -  Q 163
 OC0046  PID         -  OC0046
 OC0046  STATE/COUNTY-  ME/CUMBERLAND
 OC0046  USGS QUAD   -  YARMOUTH (1975)
 OC0046
 OC0046                         *CURRENT SURVEY CONTROL
 OC0046  ___________________________________________________________________
 OC0046* NAD 83(1986)-  43 51 01.     (N)    070 12 50.     (W)     SCALED    
 OC0046* NAVD 88     -        32.526  (meters)     106.71   (feet)  ADJUSTED  
 OC0046  ___________________________________________________________________
 OC0046  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 OC0046  DYNAMIC HT  -          32.522 (meters)     106.70  (feet)  COMP
 OC0046  MODELED GRAV-     980,502.8   (mgal)                       NAVD 88
 OC0046
 OC0046  VERT ORDER  -  FIRST     CLASS I
 OC0046
 OC0046.The horizontal coordinates were scaled from a topographic map and have
 OC0046.an estimated accuracy of +/- 6 seconds.
 OC0046
 OC0046.The orthometric height was determined by differential leveling
 OC0046.and adjusted by the National Geodetic Survey in June 1991..
 OC0046
 OC0046.The geoid height was determined by GEOID03.
 OC0046
 OC0046.The dynamic height is computed by dividing the NAVD 88
 OC0046.geopotential number by the normal gravity value computed on the
 OC0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0046.degrees latitude (g = 980.6199 gals.).
 OC0046
 OC0046.The modeled gravity was interpolated from observed gravity values.
 OC0046
 OC0046;                    North         East    Units  Estimated Accuracy
 OC0046;SPC ME W     -   112,980.      896,200.      MT  (+/- 180 meters Scaled)
 OC0046
 OC0046                          SUPERSEDED SURVEY CONTROL
 OC0046
 OC0046  NGVD 29 (??/??/92)   32.723  (m)          107.36   (f) ADJ UNCH    1 1
 OC0046
 OC0046.Superseded values are not recommended for survey control.
 OC0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0046.See file dsdata.txt to determine how the superseded data were derived.
 OC0046
 OC0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ024559(NAD 83)
 OC0046_MARKER: DB = BENCH MARK DISK
 OC0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OC0046_STAMPING: Q 163 1966
 OC0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC0046+STABILITY: SURFACE MOTION
 OC0046
 OC0046  HISTORY     - Date     Condition        Report By
 OC0046  HISTORY     - 1966     MONUMENTED       CGS
 OC0046  HISTORY     - 1978     GOOD             DOD
 OC0046
 OC0046                          STATION DESCRIPTION
 OC0046
 OC0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OC0046'0.5 MI S FROM DUNNS.
 OC0046'ABOUT 0.5 MILE SOUTH ALONG THE CANADIAN NATIONAL RAILWAY FROM
 OC0046'CROSSING OF STATE HIGHWAY 9 AT DUNNS, NEAR THE CROSSING OF
 OC0046'NORTH ROAD, 167 FEET SOUTH OF THE CENTER OF THE CROSSING, 36.5
 OC0046'FEET WEST OF THE WEST RAIL, 27.0 FEET SOUTHEAST OF THE CENTER
 OC0046'LINE OF NORTH ROAD, 2 FEET SOUTHWEST OF THE 6TH TELEPHONE
 OC0046'POLE SOUTH OF TELEPHONE POLE WITH MILEPOST 15 ATTACHED, 1.5
 OC0046'FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE
 OC0046'THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 OC0046'PROJECTING 0.5 FOOT.  NOTE-- ALSO 2.65 MILES NORTH ALONG THE
 OC0046'CANADIAN NATIONAL RAILWAY FROM THE CROSSING OF THE MAINE CENTRAL
 OC0046'RAILROAD AT YARMOUTH JUNCTION.
 OC0046
 OC0046                          STATION RECOVERY (1978)
 OC0046
 OC0046'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 OC0046'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0097 ***********************************************************************
 PF0097  DESIGNATION -  Q 164
 PF0097  PID         -  PF0097
 PF0097  STATE/COUNTY-  ME/ANDROSCOGGIN
 PF0097  USGS QUAD   -  LEWISTON (1979)
 PF0097
 PF0097                         *CURRENT SURVEY CONTROL
 PF0097  ___________________________________________________________________
 PF0097* NAD 83(1986)-  44 05 09.     (N)    070 13 51.     (W)     SCALED    
 PF0097* NAVD 88     -        65.355  (meters)     214.42   (feet)  ADJUSTED  
 PF0097  ___________________________________________________________________
 PF0097  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 PF0097  DYNAMIC HT  -          65.347 (meters)     214.39  (feet)  COMP
 PF0097  MODELED GRAV-     980,508.1   (mgal)                       NAVD 88
 PF0097  OBS GRAVITY -     980,507.5   (mgal)                       GRAV_OBS
 PF0097
 PF0097  VERT ORDER  -  FIRST     CLASS I
 PF0097
 PF0097.The horizontal coordinates were scaled from a topographic map and have
 PF0097.an estimated accuracy of +/- 6 seconds.
 PF0097
 PF0097.The orthometric height was determined by differential leveling
 PF0097.and adjusted by the National Geodetic Survey in June 1991..
 PF0097
 PF0097.The geoid height was determined by GEOID03.
 PF0097
 PF0097.The dynamic height is computed by dividing the NAVD 88
 PF0097.geopotential number by the normal gravity value computed on the
 PF0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0097.degrees latitude (g = 980.6199 gals.).
 PF0097
 PF0097.The modeled gravity was interpolated from observed gravity values.
 PF0097.The observed gravity was obtained from relative gravimeter ties
 PF0097.to the IGSN71 gravity network.
 PF0097
 PF0097;                    North         East    Units  Estimated Accuracy
 PF0097;SPC ME W     -   139,150.      894,860.      MT  (+/- 180 meters Scaled)
 PF0097
 PF0097                          SUPERSEDED SURVEY CONTROL
 PF0097
 PF0097  NGVD 29 (??/??/92)   65.543  (m)          215.04   (f) ADJ UNCH    1 1
 PF0097
 PF0097.Superseded values are not recommended for survey control.
 PF0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0097.See file dsdata.txt to determine how the superseded data were derived.
 PF0097
 PF0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ014821(NAD 83)
 PF0097_MARKER: DB = BENCH MARK DISK
 PF0097_SETTING: 66 = SET IN ROCK OUTCROP
 PF0097_SP_SET: ROCK CUT
 PF0097_STAMPING: Q 164 1966
 PF0097_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PF0097+STABILITY: POSITION/ELEVATION WELL
 PF0097
 PF0097  HISTORY     - Date     Condition        Report By
 PF0097  HISTORY     - 1966     MONUMENTED       CGS
 PF0097  HISTORY     - 1978     GOOD             DOD
 PF0097
 PF0097                          STATION DESCRIPTION
 PF0097
 PF0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PF0097'1 MI SW FROM AUBURN.
 PF0097'ABOUT 0.95 MILE SOUTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM
 PF0097'THE CROSSING OF COURT STREET AT AUBURN, ABOUT 0.2 MILE SOUTHWEST
 PF0097'OF THE CROSSING ADAMS STREET, IN THE TOP OF A SLOPING ROCK THAT IS
 PF0097'PART OF A 40-FOOT CUT, 74.3 FEET NORTH OF AND ACROSS THE TRACK
 PF0097'FROM A SWITCH STAND, 13.0 FEET NORTHWEST OF THE NORTHWEST RAIL OF
 PF0097'THE MAIN TRACK, AND ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE
 PF0097'TRACK.
 PF0097
 PF0097                          STATION RECOVERY (1978)
 PF0097
 PF0097'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PF0097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1144 ***********************************************************************
 PE1144  DESIGNATION -  Q 165
 PE1144  PID         -  PE1144
 PE1144  STATE/COUNTY-  ME/KENNEBEC
 PE1144  USGS QUAD   -  BELGRADE (1980)
 PE1144
 PE1144                         *CURRENT SURVEY CONTROL
 PE1144  ___________________________________________________________________
 PE1144* NAD 83(1986)-  44 28 50.     (N)    069 48 09.     (W)     SCALED    
 PE1144* NAVD 88     -        78.870  (meters)     258.76   (feet)  ADJUSTED  
 PE1144  ___________________________________________________________________
 PE1144  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 PE1144  DYNAMIC HT  -          78.864 (meters)     258.74  (feet)  COMP
 PE1144  MODELED GRAV-     980,535.3   (mgal)                       NAVD 88
 PE1144  OBS GRAVITY -     980,541.7   (mgal)                       GRAV_OBS
 PE1144
 PE1144  VERT ORDER  -  FIRST     CLASS I
 PE1144
 PE1144.The horizontal coordinates were scaled from a topographic map and have
 PE1144.an estimated accuracy of +/- 6 seconds.
 PE1144
 PE1144.The orthometric height was determined by differential leveling
 PE1144.and adjusted by the National Geodetic Survey in June 1991..
 PE1144
 PE1144.The geoid height was determined by GEOID03.
 PE1144
 PE1144.The dynamic height is computed by dividing the NAVD 88
 PE1144.geopotential number by the normal gravity value computed on the
 PE1144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1144.degrees latitude (g = 980.6199 gals.).
 PE1144
 PE1144.The modeled gravity was interpolated from observed gravity values.
 PE1144.The observed gravity was obtained from relative gravimeter ties
 PE1144.to the IGSN71 gravity network.
 PE1144
 PE1144;                    North         East    Units  Estimated Accuracy
 PE1144;SPC ME W     -   183,070.      928,970.      MT  (+/- 180 meters Scaled)
 PE1144
 PE1144                          SUPERSEDED SURVEY CONTROL
 PE1144
 PE1144  NGVD 29 (??/??/92)   79.060  (m)          259.38   (f) ADJ UNCH    1 1
 PE1144
 PE1144.Superseded values are not recommended for survey control.
 PE1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1144.See file dsdata.txt to determine how the superseded data were derived.
 PE1144
 PE1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK361255(NAD 83)
 PE1144_MARKER: DB = BENCH MARK DISK
 PE1144_SETTING: 66 = SET IN ROCK OUTCROP
 PE1144_SP_SET: ROCK LEDGE
 PE1144_STAMPING: Q 165 1966
 PE1144_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1144+STABILITY: POSITION/ELEVATION WELL
 PE1144
 PE1144  HISTORY     - Date     Condition        Report By
 PE1144  HISTORY     - 1966     MONUMENTED       CGS
 PE1144  HISTORY     - 1978     GOOD             DOD
 PE1144
 PE1144                          STATION DESCRIPTION
 PE1144
 PE1144'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE1144'2.9 MI NE FROM BELGRADE.
 PE1144'ABOUT 2.9 MILES NORTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM
 PE1144'THE CROSSING OF STATE HIGHWAY 11 AT BELGRADE, ABOUT 6.1 MILES
 PE1144'SOUTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM THE POST OFFICE
 PE1144'AT OAKLAND, 263 FEET SOUTHWEST OF MILEPOST P 73/V181, IN THE TOP
 PE1144'OF A ROCK LEDGE THAT IS ABOUT 3-BY-50-FOOT AND ABOUT 5 FEET
 PE1144'HIGH, 123 FEET NORTHEAST OF THE NORTHEAST END OF THE SOUTHEAST
 PE1144'CONCRETE HEAD WALL FOR A 36-INCH PIPE CULVERT UNDER THE RAILROAD,
 PE1144'104 FEET NORTHEAST OF THE NORTH CONCRETE CORNER OF THE BASE FOR
 PE1144'SIGNAL LIGHT B-729, 7.0 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF
 PE1144'THE MAIN TRACK, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK.
 PE1144
 PE1144                          STATION RECOVERY (1978)
 PE1144
 PE1144'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE1144'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0124 ***********************************************************************
 PF0124  DESIGNATION -  Q 166
 PF0124  PID         -  PF0124
 PF0124  STATE/COUNTY-  ME/KENNEBEC
 PF0124  USGS QUAD   -  MONMOUTH (1979)
 PF0124
 PF0124                         *CURRENT SURVEY CONTROL
 PF0124  ___________________________________________________________________
 PF0124* NAD 83(1986)-  44 13 08.     (N)    070 03 30.     (W)     SCALED    
 PF0124* NAVD 88     -        91.512  (meters)     300.24   (feet)  ADJUSTED  
 PF0124  ___________________________________________________________________
 PF0124  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 PF0124  DYNAMIC HT  -          91.502 (meters)     300.20  (feet)  COMP
 PF0124  MODELED GRAV-     980,514.3   (mgal)                       NAVD 88
 PF0124  OBS GRAVITY -     980,517.1   (mgal)                       GRAV_OBS
 PF0124
 PF0124  VERT ORDER  -  FIRST     CLASS I
 PF0124
 PF0124.The horizontal coordinates were scaled from a topographic map and have
 PF0124.an estimated accuracy of +/- 6 seconds.
 PF0124
 PF0124.The orthometric height was determined by differential leveling
 PF0124.and adjusted by the National Geodetic Survey in June 1991..
 PF0124
 PF0124.The geoid height was determined by GEOID03.
 PF0124
 PF0124.The dynamic height is computed by dividing the NAVD 88
 PF0124.geopotential number by the normal gravity value computed on the
 PF0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0124.degrees latitude (g = 980.6199 gals.).
 PF0124
 PF0124.The modeled gravity was interpolated from observed gravity values.
 PF0124.The observed gravity was obtained from relative gravimeter ties
 PF0124.to the IGSN71 gravity network.
 PF0124
 PF0124;                    North         East    Units  Estimated Accuracy
 PF0124;SPC ME W     -   153,940.      908,660.      MT  (+/- 180 meters Scaled)
 PF0124
 PF0124                          SUPERSEDED SURVEY CONTROL
 PF0124
 PF0124  NGVD 29 (??/??/92)   91.695  (m)          300.84   (f) ADJ UNCH    1 1
 PF0124
 PF0124.Superseded values are not recommended for survey control.
 PF0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0124.See file dsdata.txt to determine how the superseded data were derived.
 PF0124
 PF0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ154967(NAD 83)
 PF0124_MARKER: DB = BENCH MARK DISK
 PF0124_SETTING: 80 = SET IN A BOULDER
 PF0124_SP_SET: BOULDER
 PF0124_STAMPING: Q 166 1966
 PF0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0124+STABILITY: SURFACE MOTION
 PF0124
 PF0124  HISTORY     - Date     Condition        Report By
 PF0124  HISTORY     - 1966     MONUMENTED       CGS
 PF0124  HISTORY     - 1978     GOOD             DOD
 PF0124
 PF0124                          STATION DESCRIPTION
 PF0124
 PF0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PF0124'2 MI SW FROM MONMOUTH.
 PF0124'ABOUT 2.05 MILES SOUTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM
 PF0124'THE CROSSING OF STATE HIGHWAY 132 AT MONMOUTH, ABOUT 0.7 MILE
 PF0124'NORTHEAST OF A GRADED ROAD CROSSING, 62 YARDS EAST OF MILEPOST
 PF0124'P 49/V205, IN THE TOP OF A 14-BY-16-FOOT EMBEDDED BOULDER, 5 FEET
 PF0124'NORTHEAST OF THE SOUTHWEST END OF THE ROCK, 14.0 FEET NORTH OF THE
 PF0124'NORTH RAIL OF THE MAIN TRACK, AND ABOUT 4 FEET ABOVE THE LEVEL
 PF0124'OF THE TRACK.
 PF0124
 PF0124                          STATION RECOVERY (1978)
 PF0124
 PF0124'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PF0124'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0131 ***********************************************************************
 PD0131  DESIGNATION -  Q 167
 PD0131  PID         -  PD0131
 PD0131  STATE/COUNTY-  ME/WASHINGTON
 PD0131  USGS QUAD   -  MACHIAS (1977)
 PD0131
 PD0131                         *CURRENT SURVEY CONTROL
 PD0131  ___________________________________________________________________
 PD0131* NAD 83(1986)-  44 43 46.     (N)    067 24 03.     (W)     SCALED    
 PD0131* NAVD 88     -         4.796  (meters)      15.73   (feet)  ADJUSTED  
 PD0131  ___________________________________________________________________
 PD0131  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 PD0131  DYNAMIC HT  -           4.795 (meters)      15.73  (feet)  COMP
 PD0131  MODELED GRAV-     980,595.6   (mgal)                       NAVD 88
 PD0131  OBS GRAVITY -     980,598.1   (mgal)                       GRAV_OBS
 PD0131
 PD0131  VERT ORDER  -  FIRST     CLASS I
 PD0131
 PD0131.The horizontal coordinates were scaled from a topographic map and have
 PD0131.an estimated accuracy of +/- 6 seconds.
 PD0131
 PD0131.The orthometric height was determined by differential leveling
 PD0131.and adjusted by the National Geodetic Survey in June 1991..
 PD0131
 PD0131.The geoid height was determined by GEOID03.
 PD0131
 PD0131.The dynamic height is computed by dividing the NAVD 88
 PD0131.geopotential number by the normal gravity value computed on the
 PD0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0131.degrees latitude (g = 980.6199 gals.).
 PD0131
 PD0131.The modeled gravity was interpolated from observed gravity values.
 PD0131.The observed gravity was obtained from relative gravimeter ties
 PD0131.to the IGSN71 gravity network.
 PD0131
 PD0131;                    North         East    Units  Estimated Accuracy
 PD0131;SPC ME E     -   118,670.      387,060.      MT  (+/- 180 meters Scaled)
 PD0131
 PD0131                          SUPERSEDED SURVEY CONTROL
 PD0131
 PD0131  NGVD 29 (??/??/92)    5.001  (m)           16.41   (f) ADJ UNCH    1 1
 PD0131
 PD0131.Superseded values are not recommended for survey control.
 PD0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0131.See file dsdata.txt to determine how the superseded data were derived.
 PD0131
 PD0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK266541(NAD 83)
 PD0131_MARKER: DB = BENCH MARK DISK
 PD0131_SETTING: 66 = SET IN ROCK OUTCROP
 PD0131_SP_SET: ROCK LEDGE
 PD0131_STAMPING: Q 167 1966
 PD0131_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0131+STABILITY: POSITION/ELEVATION WELL
 PD0131
 PD0131  HISTORY     - Date     Condition        Report By
 PD0131  HISTORY     - 1966     MONUMENTED       CGS
 PD0131  HISTORY     - 1978     GOOD             NGS
 PD0131  HISTORY     - 1978     GOOD             DMA
 PD0131
 PD0131                          STATION DESCRIPTION
 PD0131
 PD0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PD0131'0.9 MI SW FROM EAST MACHIAS.
 PD0131'0.9 MILE SOUTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PD0131'CROSSING OF U.S. HIGHWAY 1 AT EAST MACHIAS, ABOUT 0.1 MILE
 PD0131'SOUTHWEST OF MILEPOST C41/P229, 134 FEET NORTHWEST OF THE CENTER
 PD0131'OF THE JUNCTION OF U.S. HIGHWAY 1 AND A NORTH-SOUTH BLACK TOPPED
 PD0131'ROAD, 61.5 FEET WEST OF AND ACROSS U.S. HIGHWAY 1 FROM THE WEST
 PD0131'RAIL OF THE MAIN TRACK, 32.0 FEET WEST OF THE CENTER LINE OF
 PD0131'THE HIGHWAY, 13 FEET SOUTH-SOUTHEAST OF CABLE LINE POLE NO. 9/93,
 PD0131'ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP
 PD0131'OF THE EAST END OF A 5-BY-9-FOOT EXPOSED PORTION OF A ROCK LEDGE
 PD0131'THAT PROJECTS ABOUT 2 FEET.
 PD0131
 PD0131                          STATION RECOVERY (1978)
 PD0131
 PD0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PD0131'THIS BENCH MARK HAS BEEN DESIGNATED A BASIC NET A LEVEL LINE
 PD0131'JUNCTION MARK.
 PD0131
 PD0131                          STATION RECOVERY (1978)
 PD0131
 PD0131'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PD0131'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0505 ***********************************************************************
 PE0505  DESIGNATION -  Q 169
 PE0505  PID         -  PE0505
 PE0505  STATE/COUNTY-  ME/PENOBSCOT
 PE0505  USGS QUAD   -  BANGOR (1991)
 PE0505
 PE0505                         *CURRENT SURVEY CONTROL
 PE0505  ___________________________________________________________________
 PE0505* NAD 83(1986)-  44 48 26.     (N)    068 45 03.     (W)     SCALED    
 PE0505* NAVD 88     -         8.434  (meters)      27.67   (feet)  ADJUSTED  
 PE0505  ___________________________________________________________________
 PE0505  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 PE0505  DYNAMIC HT  -           8.434 (meters)      27.67  (feet)  COMP
 PE0505  MODELED GRAV-     980,584.7   (mgal)                       NAVD 88
 PE0505
 PE0505  VERT ORDER  -  SECOND    CLASS 0
 PE0505
 PE0505.The horizontal coordinates were scaled from a topographic map and have
 PE0505.an estimated accuracy of +/- 6 seconds.
 PE0505
 PE0505.The orthometric height was determined by differential leveling
 PE0505.and adjusted by the National Geodetic Survey in June 1991..
 PE0505
 PE0505.The geoid height was determined by GEOID03.
 PE0505
 PE0505.The dynamic height is computed by dividing the NAVD 88
 PE0505.geopotential number by the normal gravity value computed on the
 PE0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0505.degrees latitude (g = 980.6199 gals.).
 PE0505
 PE0505.The modeled gravity was interpolated from observed gravity values.
 PE0505
 PE0505;                    North         East    Units  Estimated Accuracy
 PE0505;SPC ME E     -   126,750.      280,160.      MT  (+/- 180 meters Scaled)
 PE0505
 PE0505                          SUPERSEDED SURVEY CONTROL
 PE0505
 PE0505  NGVD 29 (??/??/92)    8.645  (m)           28.36   (f) ADJ UNCH    2 0
 PE0505
 PE0505.Superseded values are not recommended for survey control.
 PE0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0505.See file dsdata.txt to determine how the superseded data were derived.
 PE0505
 PE0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK197615(NAD 83)
 PE0505_MARKER: DB = BENCH MARK DISK
 PE0505_SETTING: 66 = SET IN ROCK OUTCROP
 PE0505_SP_SET: ROCK LEDGE
 PE0505_STAMPING: Q 169 1966
 PE0505_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0505+STABILITY: POSITION/ELEVATION WELL
 PE0505
 PE0505  HISTORY     - Date     Condition        Report By
 PE0505  HISTORY     - 1966     MONUMENTED       CGS
 PE0505  HISTORY     - 1984     GOOD             USPSQD
 PE0505
 PE0505                          STATION DESCRIPTION
 PE0505
 PE0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE0505'0.9 MI NE FROM BANGOR.
 PE0505'0.9 MILE NORTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE0505'BANGOR-BREWER BRIDGE OVER THE PENOBSCOT RIVER AND RAILROAD,
 PE0505'SET IN THE TOP OF A ROCK LEDGE AT THE BASE OF A 25 FOOT HIGH
 PE0505'ROCK CUT, (LEDGE EXTENDS OUT ABOUT 2 FEET SOUTHEAST OF THE BASE
 PE0505'OF THE CUT), 273 FEET NORTHEAST OF THE SOUTHWEST END OF THE CUT,
 PE0505'36 1/2 FEET NORTH OF AND ACROSS THE TRACK FROM MILEPOST P
 PE0505'138-V 113, 16.6 FEET NORTHWEST OF THE NORTHWEST RAIL AND ABOUT 3
 PE0505'FEET ABOVE THE LEVEL OF THE TRACK.
 PE0505
 PE0505                          STATION RECOVERY (1984)
 PE0505
 PE0505'RECOVERY NOTE BY US POWER SQUADRON 1984
 PE0505'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0190 ***********************************************************************
 PE0190  DESIGNATION -  Q 170
 PE0190  PID         -  PE0190
 PE0190  STATE/COUNTY-  ME/HANCOCK
 PE0190  USGS QUAD   -  SULLIVAN (1982)
 PE0190
 PE0190                         *CURRENT SURVEY CONTROL
 PE0190  ___________________________________________________________________
 PE0190* NAD 83(1986)-  44 31 40.     (N)    068 14 55.     (W)     SCALED    
 PE0190* NAVD 88     -        22.451  (meters)      73.66   (feet)  ADJUSTED  
 PE0190  ___________________________________________________________________
 PE0190  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 PE0190  DYNAMIC HT  -          22.450 (meters)      73.65  (feet)  COMP
 PE0190  MODELED GRAV-     980,571.9   (mgal)                       NAVD 88
 PE0190
 PE0190  VERT ORDER  -  SECOND    CLASS 0
 PE0190
 PE0190.The horizontal coordinates were scaled from a topographic map and have
 PE0190.an estimated accuracy of +/- 6 seconds.
 PE0190
 PE0190.The orthometric height was determined by differential leveling
 PE0190.and adjusted by the National Geodetic Survey in June 1991..
 PE0190
 PE0190.The geoid height was determined by GEOID03.
 PE0190
 PE0190.The dynamic height is computed by dividing the NAVD 88
 PE0190.geopotential number by the normal gravity value computed on the
 PE0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0190.degrees latitude (g = 980.6199 gals.).
 PE0190
 PE0190.The modeled gravity was interpolated from observed gravity values.
 PE0190
 PE0190;                    North         East    Units  Estimated Accuracy
 PE0190;SPC ME E     -    95,700.      319,980.      MT  (+/- 180 meters Scaled)
 PE0190
 PE0190                          SUPERSEDED SURVEY CONTROL
 PE0190
 PE0190  NGVD 29 (??/??/92)   22.652  (m)           74.32   (f) ADJ UNCH    2 0
 PE0190
 PE0190.Superseded values are not recommended for survey control.
 PE0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0190.See file dsdata.txt to determine how the superseded data were derived.
 PE0190
 PE0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK597307(NAD 83)
 PE0190_MARKER: DB = BENCH MARK DISK
 PE0190_SETTING: 66 = SET IN ROCK OUTCROP
 PE0190_SP_SET: BEDROCK
 PE0190_STAMPING: Q 170 1966
 PE0190_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0190+STABILITY: POSITION/ELEVATION WELL
 PE0190
 PE0190  HISTORY     - Date     Condition        Report By
 PE0190  HISTORY     - 1966     MONUMENTED       CGS
 PE0190
 PE0190                          STATION DESCRIPTION
 PE0190
 PE0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE0190'0.6 MI E FROM HANCOCK.
 PE0190'ABOUT 0.6 MILE EAST ALONG U.S. HIGHWAY 1 FROM UNION CONGREGATIONAL
 PE0190'CHURCH AT HANCOCK, ABOUT 0.8 MILE WEST OF THE WEST END OF
 PE0190'TAUNTON RIVER BRIDGE, ON THE NORTHWEST SLOPE OF A LONG HILL, SET
 PE0190'IN THE TOP OF A MASS OF BEDROCK WHICH IS 25-FEET LONG BY 15 FEET
 PE0190'WIDE AND 5 FEET HIGH, 28 1/2 FEET SOUTHWEST OF THE CENTERLINE
 PE0190'OF THE HIGHWAY, 28 FEET SOUTHEAST OF POWER LINE POLE NO. 61-25-98,
 PE0190'11 1/2 FEET NORTH OF THE SOUTH END OF THE ROCK AND 5 FEET ABOVE
 PE0190'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0734 ***********************************************************************
 PF0734  DESIGNATION -  Q 171
 PF0734  PID         -  PF0734
 PF0734  STATE/COUNTY-  ME/OXFORD
 PF0734  USGS QUAD   -  OXFORD (1980)
 PF0734
 PF0734                         *CURRENT SURVEY CONTROL
 PF0734  ___________________________________________________________________
 PF0734* NAD 83(1986)-  44 07 56.     (N)    070 26 56.     (W)     SCALED    
 PF0734* NAVD 88     -        92.612  (meters)     303.84   (feet)  ADJUSTED  
 PF0734  ___________________________________________________________________
 PF0734  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 PF0734  DYNAMIC HT  -          92.599 (meters)     303.80  (feet)  COMP
 PF0734  MODELED GRAV-     980,486.0   (mgal)                       NAVD 88
 PF0734
 PF0734  VERT ORDER  -  FIRST     CLASS II
 PF0734
 PF0734.The horizontal coordinates were scaled from a topographic map and have
 PF0734.an estimated accuracy of +/- 6 seconds.
 PF0734
 PF0734.The orthometric height was determined by differential leveling
 PF0734.and adjusted by the National Geodetic Survey in June 1991..
 PF0734
 PF0734.The geoid height was determined by GEOID03.
 PF0734
 PF0734.The dynamic height is computed by dividing the NAVD 88
 PF0734.geopotential number by the normal gravity value computed on the
 PF0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0734.degrees latitude (g = 980.6199 gals.).
 PF0734
 PF0734.The modeled gravity was interpolated from observed gravity values.
 PF0734
 PF0734;                    North         East    Units  Estimated Accuracy
 PF0734;SPC ME W     -   144,340.      877,420.      MT  (+/- 180 meters Scaled)
 PF0734
 PF0734                          SUPERSEDED SURVEY CONTROL
 PF0734
 PF0734.No superseded survey control is available for this station.
 PF0734
 PF0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ840875(NAD 83)
 PF0734_MARKER: DB = BENCH MARK DISK
 PF0734_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PF0734_SP_SET: STAINLESS STEEL ROD
 PF0734_STAMPING: Q 171 1978
 PF0734_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0734
 PF0734  HISTORY     - Date     Condition        Report By
 PF0734  HISTORY     - 1978     MONUMENTED       NGS
 PF0734
 PF0734                          STATION DESCRIPTION
 PF0734
 PF0734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PF0734'0.85 MI SE FROM WELCHVILLE.
 PF0734'0.85 MI. SOUTHEAST ALONG STATE HIGHWAY 121 FROM THE JUNCTION OF STATE
 PF0734'HIGHWAY 26 AT WELCHVILLE, AT A SMALL CONCRETE BRIDGE OVER MINISTER
 PF0734'BROOK, 34.5 FT. SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 168 FT.
 PF0734'SOUTHEAST OF THE SOUTHWEST END OF THE SOUTHEAST ABUTMENT OF THE
 PF0734'BRIDGE, 116 FT. NORTHEAST OF A BARBED WIRE FENCE, 1.5 FT. SOUTHEAST
 PF0734'OF POWER POLE 518, THE DISK IS 3 INCHES BELOW THE SURFACE OF THE
 PF0734'GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0763 ***********************************************************************
 PF0763  DESIGNATION -  Q 172
 PF0763  PID         -  PF0763
 PF0763  STATE/COUNTY-  ME/OXFORD
 PF0763  USGS QUAD   -  WEST PARIS (1967)
 PF0763
 PF0763                         *CURRENT SURVEY CONTROL
 PF0763  ___________________________________________________________________
 PF0763* NAD 83(1986)-  44 19 57.     (N)    070 36 45.     (W)     SCALED    
 PF0763* NAVD 88     -       213.713  (meters)     701.16   (feet)  ADJUSTED  
 PF0763  ___________________________________________________________________
 PF0763  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 PF0763  DYNAMIC HT  -         213.686 (meters)     701.07  (feet)  COMP
 PF0763  MODELED GRAV-     980,484.1   (mgal)                       NAVD 88
 PF0763
 PF0763  VERT ORDER  -  FIRST     CLASS II
 PF0763
 PF0763.The horizontal coordinates were scaled from a topographic map and have
 PF0763.an estimated accuracy of +/- 6 seconds.
 PF0763
 PF0763.The orthometric height was determined by differential leveling
 PF0763.and adjusted by the National Geodetic Survey in June 1991..
 PF0763
 PF0763.The geoid height was determined by GEOID03.
 PF0763
 PF0763.The dynamic height is computed by dividing the NAVD 88
 PF0763.geopotential number by the normal gravity value computed on the
 PF0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0763.degrees latitude (g = 980.6199 gals.).
 PF0763
 PF0763.The modeled gravity was interpolated from observed gravity values.
 PF0763
 PF0763;                    North         East    Units  Estimated Accuracy
 PF0763;SPC ME W     -   166,660.      864,440.      MT  (+/- 180 meters Scaled)
 PF0763
 PF0763                          SUPERSEDED SURVEY CONTROL
 PF0763
 PF0763.No superseded survey control is available for this station.
 PF0763
 PF0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK714100(NAD 83)
 PF0763_MARKER: DB = BENCH MARK DISK
 PF0763_SETTING: 66 = SET IN ROCK OUTCROP
 PF0763_SP_SET: OUTCROP
 PF0763_STAMPING: Q 172 1978
 PF0763_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PF0763+STABILITY: POSITION/ELEVATION WELL
 PF0763
 PF0763  HISTORY     - Date     Condition        Report By
 PF0763  HISTORY     - 1978     MONUMENTED       NGS
 PF0763
 PF0763                          STATION DESCRIPTION
 PF0763
 PF0763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PF0763'2.55 MI NW FROM WEST PARIS.
 PF0763'2.0 MILES WEST ALONG STATE HIGHWAY 219 FROM THE POST OFFICE AT WEST
 PF0763'PARIS, THENCE 0.55 MI. NORTHWEST AND ACROSS THE CANADIAN NATIONAL
 PF0763'RAILROAD ALONG OLD COUNTY ROAD, 3.45 MI. SOUTHEAST OF THE POST OFFICE
 PF0763'AT BRYANT POND, AT THE JUNCTION OF A DIRT ROAD LEADING SOUTHWEST,
 PF0763'29 FT. SOUTHWEST OF THE CENTER LINE OF THE ROAD, 14.8 FT. SOUTHEAST
 PF0763'OF THE CENTER LINE OF THE DIRT ROAD, 114 FT. NORTH AND ACROSS THE ROAD
 PF0763'FROM POWER POLE 287, 107 FT. SOUTH AND ACROSS THE ROAD FROM POWER POLE
 PF0763'288, IN THE TOP OF AN 8 BY 4-FT. ROCK OUTCROP 3 FT. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0080 ***********************************************************************
 SF0080  DESIGNATION -  Q 173
 SF0080  PID         -  SF0080
 SF0080  STATE/COUNTY-  ME/AROOSTOOK
 SF0080  USGS QUAD   -  FORT KENT SOUTH (1985)
 SF0080
 SF0080                         *CURRENT SURVEY CONTROL
 SF0080  ___________________________________________________________________
 SF0080* NAD 83(1986)-  47 12 25.     (N)    068 36 08.     (W)     SCALED    
 SF0080* NAVD 88     -       231.794  (meters)     760.48   (feet)  ADJUSTED  
 SF0080  ___________________________________________________________________
 SF0080  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 SF0080  DYNAMIC HT  -         231.826 (meters)     760.58  (feet)  COMP
 SF0080  MODELED GRAV-     980,745.3   (mgal)                       NAVD 88
 SF0080
 SF0080  VERT ORDER  -  FIRST     CLASS II
 SF0080
 SF0080.The horizontal coordinates were scaled from a topographic map and have
 SF0080.an estimated accuracy of +/- 6 seconds.
 SF0080
 SF0080.The orthometric height was determined by differential leveling
 SF0080.and adjusted by the National Geodetic Survey in June 1991..
 SF0080
 SF0080.The geoid height was determined by GEOID03.
 SF0080
 SF0080.The dynamic height is computed by dividing the NAVD 88
 SF0080.geopotential number by the normal gravity value computed on the
 SF0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0080.degrees latitude (g = 980.6199 gals.).
 SF0080
 SF0080.The modeled gravity was interpolated from observed gravity values.
 SF0080
 SF0080;                    North         East    Units  Estimated Accuracy
 SF0080;SPC ME E     -   393,430.      292,260.      MT  (+/- 180 meters Scaled)
 SF0080
 SF0080                          SUPERSEDED SURVEY CONTROL
 SF0080
 SF0080.No superseded survey control is available for this station.
 SF0080
 SF0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN301282(NAD 83)
 SF0080_MARKER: DB = BENCH MARK DISK
 SF0080_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SF0080_SP_SET: STAINLESS STEEL ROD
 SF0080_STAMPING: Q 173 1978
 SF0080_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SF0080
 SF0080  HISTORY     - Date     Condition        Report By
 SF0080  HISTORY     - 1978     MONUMENTED       NGS
 SF0080
 SF0080                          STATION DESCRIPTION
 SF0080
 SF0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 SF0080'3.6 MI SOUTH FROM FORT KENT.
 SF0080'3.6 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE JUNCTION OF U.S.
 SF0080'HIGHWAY 1 AT FT. KENT, ABOUT HALF WAY DOWN A LONG HILL OPPOSITE AND
 SF0080'NORTHWEST OF A TWO STORY WOOD FRAME HOUSE, 23.6 FT. WEST OF THE CENTER
 SF0080'LINE OF THE HIGHWAY, 76.0 FT. NORTH OF THE WEST END OF A 24-INCH METAL
 SF0080'PIPE CULVERT UNDER THE HIGHWAY, 2.7 FT. WEST OF A TELEPHONE POLE,
 SF0080'THE DISK IS 3 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A
 SF0080'4-INCH PLASTIC SCREW PLUG 1-INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1563 ***********************************************************************
 PE1563  DESIGNATION -  Q 175
 PE1563  PID         -  PE1563
 PE1563  STATE/COUNTY-  ME/PENOBSCOT
 PE1563  USGS QUAD   -  PUSHAW LAKE (1977)
 PE1563
 PE1563                         *CURRENT SURVEY CONTROL
 PE1563  ___________________________________________________________________
 PE1563* NAD 83(1986)-  44 56 03.     (N)    068 50 58.     (W)     SCALED    
 PE1563* NAVD 88     -        48.066  (meters)     157.70   (feet)  ADJUSTED  
 PE1563  ___________________________________________________________________
 PE1563  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 PE1563  DYNAMIC HT  -          48.065 (meters)     157.69  (feet)  COMP
 PE1563  MODELED GRAV-     980,595.7   (mgal)                       NAVD 88
 PE1563
 PE1563  VERT ORDER  -  FIRST     CLASS II
 PE1563
 PE1563.The horizontal coordinates were scaled from a topographic map and have
 PE1563.an estimated accuracy of +/- 6 seconds.
 PE1563
 PE1563.The orthometric height was determined by differential leveling
 PE1563.and adjusted by the National Geodetic Survey in June 1991..
 PE1563
 PE1563.The geoid height was determined by GEOID03.
 PE1563
 PE1563.The dynamic height is computed by dividing the NAVD 88
 PE1563.geopotential number by the normal gravity value computed on the
 PE1563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1563.degrees latitude (g = 980.6199 gals.).
 PE1563
 PE1563.The modeled gravity was interpolated from observed gravity values.
 PE1563
 PE1563;                    North         East    Units  Estimated Accuracy
 PE1563;SPC ME E     -   140,890.      272,420.      MT  (+/- 180 meters Scaled)
 PE1563
 PE1563                          SUPERSEDED SURVEY CONTROL
 PE1563
 PE1563.No superseded survey control is available for this station.
 PE1563
 PE1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK118756(NAD 83)
 PE1563_MARKER: DB = BENCH MARK DISK
 PE1563_SETTING: 66 = SET IN ROCK OUTCROP
 PE1563_SP_SET: OUTCROP
 PE1563_STAMPING: Q 175 1978
 PE1563_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1563+STABILITY: POSITION/ELEVATION WELL
 PE1563
 PE1563  HISTORY     - Date     Condition        Report By
 PE1563  HISTORY     - 1978     MONUMENTED       NGS
 PE1563  HISTORY     - 1980     GOOD             USGS
 PE1563
 PE1563                          STATION DESCRIPTION
 PE1563
 PE1563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PE1563'5.0 MI SOUTH FROM HUDSON.
 PE1563'5.0 MILES SOUTH AAONG STATE HIGHWAY 221 FROM ITS JUNCTION WITH STATE
 PE1563'HIGHWAY 43 AT HUDSON, 61.5 FT. WEST OF THE CENTER LINE OF STATE
 PE1563'HIGHWAY 221, 37 FT. EAST OF THE NORTHEAST CORNER OF A TWO STORY
 PE1563'WOOD FRAME HOUSE OWNED BY A.G. DIONNE.
 PE1563
 PE1563                          STATION RECOVERY (1980)
 PE1563
 PE1563'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 PE1563'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1112 ***********************************************************************
 QG1112  DESIGNATION -  Q 176
 QG1112  PID         -  QG1112
 QG1112  STATE/COUNTY-  ME/PISCATAQUIS
 QG1112  USGS QUAD   -  LAGRANGE (1983)
 QG1112
 QG1112                         *CURRENT SURVEY CONTROL
 QG1112  ___________________________________________________________________
 QG1112* NAD 83(1986)-  45 08 53.     (N)    068 52 05.     (W)     SCALED    
 QG1112* NAVD 88     -        82.681  (meters)     271.26   (feet)  ADJUSTED  
 QG1112  ___________________________________________________________________
 QG1112  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 QG1112  DYNAMIC HT  -          82.680 (meters)     271.26  (feet)  COMP
 QG1112  MODELED GRAV-     980,605.0   (mgal)                       NAVD 88
 QG1112
 QG1112  VERT ORDER  -  FIRST     CLASS II
 QG1112
 QG1112.The horizontal coordinates were scaled from a topographic map and have
 QG1112.an estimated accuracy of +/- 6 seconds.
 QG1112
 QG1112.The orthometric height was determined by differential leveling
 QG1112.and adjusted by the National Geodetic Survey in June 1991..
 QG1112
 QG1112.The geoid height was determined by GEOID03.
 QG1112
 QG1112.The dynamic height is computed by dividing the NAVD 88
 QG1112.geopotential number by the normal gravity value computed on the
 QG1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1112.degrees latitude (g = 980.6199 gals.).
 QG1112
 QG1112.The modeled gravity was interpolated from observed gravity values.
 QG1112
 QG1112;                    North         East    Units  Estimated Accuracy
 QG1112;SPC ME E     -   164,660.      271,060.      MT  (+/- 180 meters Scaled)
 QG1112
 QG1112                          SUPERSEDED SURVEY CONTROL
 QG1112
 QG1112.No superseded survey control is available for this station.
 QG1112
 QG1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK103994(NAD 83)
 QG1112_MARKER: DB = BENCH MARK DISK
 QG1112_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QG1112_SP_SET: STAINLESS STEEL ROD
 QG1112_STAMPING: Q 176 1978
 QG1112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG1112
 QG1112  HISTORY     - Date     Condition        Report By
 QG1112  HISTORY     - 1978     MONUMENTED       NGS
 QG1112
 QG1112                          STATION DESCRIPTION
 QG1112
 QG1112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1112'1.7 MI SW FROM LAGRANGE.
 QG1112'1.7 MILES SOUTHWEST ALONG STATE HIGHWAY 155 FROM ITS JUNCTION WITH
 QG1112'STATE HIGHWAY 16, 22 FT. SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY
 QG1112'0.55 MILE SOUTHWEST OF THE COUNTY LINE, 11.9 FT. NORTHEAST OF THE
 QG1112'CENTER LINE OF A DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0981 ***********************************************************************
 QG0981  DESIGNATION -  Q 177
 QG0981  PID         -  QG0981
 QG0981  STATE/COUNTY-  ME/PISCATAQUIS
 QG0981  USGS QUAD   -  DOVER FOXCROFT (1983)
 QG0981
 QG0981                         *CURRENT SURVEY CONTROL
 QG0981  ___________________________________________________________________
 QG0981* NAD 83(1986)-  45 10 40.     (N)    069 09 55.     (W)     SCALED    
 QG0981* NAVD 88     -       114.880  (meters)     376.90   (feet)  ADJUSTED  
 QG0981  ___________________________________________________________________
 QG0981  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 QG0981  DYNAMIC HT  -         114.877 (meters)     376.89  (feet)  COMP
 QG0981  MODELED GRAV-     980,590.7   (mgal)                       NAVD 88
 QG0981
 QG0981  VERT ORDER  -  FIRST     CLASS II
 QG0981
 QG0981.The horizontal coordinates were scaled from a topographic map and have
 QG0981.an estimated accuracy of +/- 6 seconds.
 QG0981
 QG0981.The orthometric height was determined by differential leveling
 QG0981.and adjusted by the National Geodetic Survey in June 1991..
 QG0981
 QG0981.The geoid height was determined by GEOID03.
 QG0981
 QG0981.The dynamic height is computed by dividing the NAVD 88
 QG0981.geopotential number by the normal gravity value computed on the
 QG0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0981.degrees latitude (g = 980.6199 gals.).
 QG0981
 QG0981.The modeled gravity was interpolated from observed gravity values.
 QG0981
 QG0981;                    North         East    Units  Estimated Accuracy
 QG0981;SPC ME E     -   168,110.      247,710.      MT  (+/- 180 meters Scaled)
 QG0981
 QG0981                          SUPERSEDED SURVEY CONTROL
 QG0981
 QG0981.No superseded survey control is available for this station.
 QG0981
 QG0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL870027(NAD 83)
 QG0981_MARKER: DB = BENCH MARK DISK
 QG0981_SETTING: 66 = SET IN ROCK OUTCROP
 QG0981_SP_SET: ROCK OUTCROP
 QG0981_STAMPING: Q 177 1978
 QG0981_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0981+STABILITY: POSITION/ELEVATION WELL
 QG0981
 QG0981  HISTORY     - Date     Condition        Report By
 QG0981  HISTORY     - 1978     MONUMENTED       NGS
 QG0981
 QG0981                          STATION DESCRIPTION
 QG0981
 QG0981'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG0981'3.5 MI SE FROM DOVER FOXCROFT.
 QG0981'1.75 MILES SOUTHEAST ALONG STATE HIGHWAY 15 FROM ITS JUNCTION WITH
 QG0981'STATE HIGHWAY 6, THENCE 1.7 MILES EAST ALONG RANGE ROAD, 193.0 FT.
 QG0981'NORTH OF THE CENTER LINE OF THE ROAD, 71.5 FT. NORTH OF THE NORTHWEST
 QG0981'CORNER OF A WOOD FRAME HOUSE OWNED BY C. HESKETH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1014 ***********************************************************************
 QG1014  DESIGNATION -  Q 178
 QG1014  PID         -  QG1014
 QG1014  STATE/COUNTY-  ME/PISCATAQUIS
 QG1014  USGS QUAD   -  GUILFORD (1984)
 QG1014
 QG1014                         *CURRENT SURVEY CONTROL
 QG1014  ___________________________________________________________________
 QG1014* NAD 83(1986)-  45 14 58.     (N)    069 29 34.     (W)     SCALED    
 QG1014* NAVD 88     -       209.247  (meters)     686.50   (feet)  ADJUSTED  
 QG1014  ___________________________________________________________________
 QG1014  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 QG1014  DYNAMIC HT  -         209.239 (meters)     686.48  (feet)  COMP
 QG1014  MODELED GRAV-     980,572.7   (mgal)                       NAVD 88
 QG1014
 QG1014  VERT ORDER  -  FIRST     CLASS II
 QG1014
 QG1014.The horizontal coordinates were scaled from a topographic map and have
 QG1014.an estimated accuracy of +/- 6 seconds.
 QG1014
 QG1014.The orthometric height was determined by differential leveling
 QG1014.and adjusted by the National Geodetic Survey in June 1991..
 QG1014
 QG1014.The geoid height was determined by GEOID03.
 QG1014
 QG1014.The dynamic height is computed by dividing the NAVD 88
 QG1014.geopotential number by the normal gravity value computed on the
 QG1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1014.degrees latitude (g = 980.6199 gals.).
 QG1014
 QG1014.The modeled gravity was interpolated from observed gravity values.
 QG1014
 QG1014;                    North         East    Units  Estimated Accuracy
 QG1014;SPC ME E     -   176,340.      222,070.      MT  (+/- 180 meters Scaled)
 QG1014
 QG1014                          SUPERSEDED SURVEY CONTROL
 QG1014
 QG1014.No superseded survey control is available for this station.
 QG1014
 QG1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL613107(NAD 83)
 QG1014_MARKER: DB = BENCH MARK DISK
 QG1014_SETTING: 66 = SET IN ROCK OUTCROP
 QG1014_SP_SET: ROCK OUTCROP
 QG1014_STAMPING: Q 178 1978
 QG1014_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG1014+STABILITY: POSITION/ELEVATION WELL
 QG1014
 QG1014  HISTORY     - Date     Condition        Report By
 QG1014  HISTORY     - 1978     MONUMENTED       NGS
 QG1014
 QG1014                          STATION DESCRIPTION
 QG1014
 QG1014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1014'2.6 MI SOUTH FROM MONSON.
 QG1014'2.6 MILES SOUTH ALONG STATE HIGHWAY 6 FROM THE MONSON POST OFFICE,
 QG1014'196 FT WEST OF THE CENTER LINE OF THE HIGHWAY, 88.5 FT WEST OF
 QG1014'THE NORTHWEST CORNER OF A TWO STORY WOOD FRAME HOUSE OWNED BY
 QG1014'A. E. NELSON, 75 FT NORTH OF THE EXTENDED CENTER LINE OF A GRAVEL
 QG1014'DRIVE LEADING WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1040 ***********************************************************************
 QG1040  DESIGNATION -  Q 179
 QG1040  PID         -  QG1040
 QG1040  STATE/COUNTY-  ME/PISCATAQUIS
 QG1040  USGS QUAD   -  GREENVILLE (1989)
 QG1040
 QG1040                         *CURRENT SURVEY CONTROL
 QG1040  ___________________________________________________________________
 QG1040* NAD 83(1986)-  45 26 20.     (N)    069 35 21.     (W)     SCALED    
 QG1040* NAVD 88     -       364.538  (meters)    1195.99   (feet)  ADJUSTED  
 QG1040  ___________________________________________________________________
 QG1040  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 QG1040  DYNAMIC HT  -         364.523 (meters)    1195.94  (feet)  COMP
 QG1040  MODELED GRAV-     980,563.1   (mgal)                       NAVD 88
 QG1040
 QG1040  VERT ORDER  -  FIRST     CLASS II
 QG1040
 QG1040.The horizontal coordinates were scaled from a topographic map and have
 QG1040.an estimated accuracy of +/- 6 seconds.
 QG1040
 QG1040.The orthometric height was determined by differential leveling
 QG1040.and adjusted by the National Geodetic Survey in June 1991..
 QG1040
 QG1040.The geoid height was determined by GEOID03.
 QG1040
 QG1040.The dynamic height is computed by dividing the NAVD 88
 QG1040.geopotential number by the normal gravity value computed on the
 QG1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1040.degrees latitude (g = 980.6199 gals.).
 QG1040
 QG1040.The modeled gravity was interpolated from observed gravity values.
 QG1040
 QG1040;                    North         East    Units  Estimated Accuracy
 QG1040;SPC ME E     -   197,490.      214,790.      MT  (+/- 180 meters Scaled)
 QG1040
 QG1040                          SUPERSEDED SURVEY CONTROL
 QG1040
 QG1040.No superseded survey control is available for this station.
 QG1040
 QG1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL539318(NAD 83)
 QG1040_MARKER: DB = BENCH MARK DISK
 QG1040_SETTING: 66 = SET IN ROCK OUTCROP
 QG1040_SP_SET: ROCK OUTCROP
 QG1040_STAMPING: Q 179 1978
 QG1040_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG1040+STABILITY: POSITION/ELEVATION WELL
 QG1040
 QG1040  HISTORY     - Date     Condition        Report By
 QG1040  HISTORY     - 1978     MONUMENTED       NGS
 QG1040
 QG1040                          STATION DESCRIPTION
 QG1040
 QG1040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1040'1.35 MI SOUTH FROM GREENVILLE.
 QG1040'1.35 MILES SOUTH ALONG STATE HIGHWAY 6 FROM THE GREENVILLE TOWN HALL,
 QG1040'50.0 FT. EAST OF THE CENTER LINE OF THE HIGHWAY, 141.5 FT. SOUTHEAST
 QG1040'OF THE SOUTHEAST CORNER OF A TWO STORY HOUSE OWNED BY BUDDEN, 112.0
 QG1040'FT. SOUTH OF POWER POLE 1016 19 WITH TWO GUY WIRES AND ONE TRANSFORMER
 QG1040'59.0 FT. SOUTH OF THE CENTER LINE OF A DIRT DRIVEWAY LEADING EAST,
 QG1040'43.0 FT. NORTH OF POWER POLE 232 1015 WITH TWO GUY WIRES, 41.0 FT.
 QG1040'SOUTHWEST OF A 31.0 FT. FLAG POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0367 ***********************************************************************
 PE0367  DESIGNATION -  Q 18
 PE0367  PID         -  PE0367
 PE0367  STATE/COUNTY-  ME/WALDO
 PE0367  USGS QUAD   -  ISLESBORO (1979)
 PE0367
 PE0367                         *CURRENT SURVEY CONTROL
 PE0367  ___________________________________________________________________
 PE0367* NAD 83(1986)-  44 22 02.     (N)    068 58 51.     (W)     SCALED    
 PE0367* NAVD 88     -        57.410  (meters)     188.35   (feet)  ADJUSTED  
 PE0367  ___________________________________________________________________
 PE0367  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 PE0367  DYNAMIC HT  -          57.405 (meters)     188.34  (feet)  COMP
 PE0367  MODELED GRAV-     980,538.5   (mgal)                       NAVD 88
 PE0367
 PE0367  VERT ORDER  -  SECOND    CLASS 0
 PE0367
 PE0367.The horizontal coordinates were scaled from a topographic map and have
 PE0367.an estimated accuracy of +/- 6 seconds.
 PE0367
 PE0367.The orthometric height was determined by differential leveling
 PE0367.and adjusted by the National Geodetic Survey in June 1991..
 PE0367
 PE0367.The geoid height was determined by GEOID03.
 PE0367
 PE0367.The dynamic height is computed by dividing the NAVD 88
 PE0367.geopotential number by the normal gravity value computed on the
 PE0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0367.degrees latitude (g = 980.6199 gals.).
 PE0367
 PE0367.The modeled gravity was interpolated from observed gravity values.
 PE0367
 PE0367;                    North         East    Units  Estimated Accuracy
 PE0367;SPC ME E     -    77,950.      261,680.      MT  (+/- 180 meters Scaled)
 PE0367
 PE0367                          SUPERSEDED SURVEY CONTROL
 PE0367
 PE0367  NGVD 29 (??/??/92)   57.638  (m)          189.10   (f) ADJ UNCH    2 0
 PE0367
 PE0367.Superseded values are not recommended for survey control.
 PE0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0367.See file dsdata.txt to determine how the superseded data were derived.
 PE0367
 PE0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK015126(NAD 83)
 PE0367_MARKER: DB = BENCH MARK DISK
 PE0367_SETTING: 66 = SET IN ROCK OUTCROP
 PE0367_SP_SET: ROCK OUTCROP
 PE0367_STAMPING: 189.101 Q 18 1933
 PE0367_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0367+STABILITY: POSITION/ELEVATION WELL
 PE0367
 PE0367  HISTORY     - Date     Condition        Report By
 PE0367  HISTORY     - 1933     MONUMENTED       CGS
 PE0367  HISTORY     - 1935     GOOD             NGS
 PE0367
 PE0367                          STATION DESCRIPTION
 PE0367
 PE0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PE0367'4.9 MI SE FROM BELFAST.
 PE0367'4.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 PE0367'BELFAST, WALDO COUNTY, 0.3 MILE SOUTH OF A ROAD INTERSECTION
 PE0367'(THE ROAD CROSSES THE HIGHWAY AT RIGHT ANGLES), 70 YARDS
 PE0367'SOUTHWEST OF A LARGE FARMHOUSE, 70 YARDS SOUTHEAST OF A LARGE
 PE0367'BARN, 24 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, OPPOSITE
 PE0367'POLE 169, IN THE TOP OF A 3- BY 9-FOOT ROCK OUTCROP, AND 6
 PE0367'INCHES ABOVE GROUND.  A STANDARD DISK, STAMPED 189.101 Q 18 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1073 ***********************************************************************
 QG1073  DESIGNATION -  Q 180
 QG1073  PID         -  QG1073
 QG1073  STATE/COUNTY-  ME/SOMERSET
 QG1073  USGS QUAD   -  MOUNT KINEO (1989)
 QG1073
 QG1073                         *CURRENT SURVEY CONTROL
 QG1073  ___________________________________________________________________
 QG1073* NAD 83(1986)-  45 39 56.     (N)    069 44 43.     (W)     SCALED    
 QG1073* NAVD 88     -       335.007  (meters)    1099.10   (feet)  ADJUSTED  
 QG1073  ___________________________________________________________________
 QG1073  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 QG1073  DYNAMIC HT  -         335.000 (meters)    1099.08  (feet)  COMP
 QG1073  MODELED GRAV-     980,585.1   (mgal)                       NAVD 88
 QG1073
 QG1073  VERT ORDER  -  FIRST     CLASS II
 QG1073
 QG1073.The horizontal coordinates were scaled from a topographic map and have
 QG1073.an estimated accuracy of +/- 6 seconds.
 QG1073
 QG1073.The orthometric height was determined by differential leveling
 QG1073.and adjusted by the National Geodetic Survey in June 1991..
 QG1073
 QG1073.The geoid height was determined by GEOID03.
 QG1073
 QG1073.The dynamic height is computed by dividing the NAVD 88
 QG1073.geopotential number by the normal gravity value computed on the
 QG1073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1073.degrees latitude (g = 980.6199 gals.).
 QG1073
 QG1073.The modeled gravity was interpolated from observed gravity values.
 QG1073
 QG1073;                    North         East    Units  Estimated Accuracy
 QG1073;SPC ME W     -   314,780.      932,840.      MT  (+/- 180 meters Scaled)
 QG1073
 QG1073                          SUPERSEDED SURVEY CONTROL
 QG1073
 QG1073.No superseded survey control is available for this station.
 QG1073
 QG1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL419571(NAD 83)
 QG1073_MARKER: DB = BENCH MARK DISK
 QG1073_SETTING: 66 = SET IN ROCK OUTCROP
 QG1073_SP_SET: ROCK OUTCROP
 QG1073_STAMPING: Q 180 1978
 QG1073_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG1073+STABILITY: POSITION/ELEVATION WELL
 QG1073
 QG1073  HISTORY     - Date     Condition        Report By
 QG1073  HISTORY     - 1978     MONUMENTED       NGS
 QG1073
 QG1073                          STATION DESCRIPTION
 QG1073
 QG1073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1073'0.8 MI SOUTH FROM ROCKWOOD.
 QG1073'0.25 MILES SOUTHWEST ALONG LAKE STREET FROM THE ROCKWOOD POST OFFICE
 QG1073'THENCE 0.55 MILES SOUTH ALONG STATE HIGHWAY 6, 26.0 FT. WEST OF
 QG1073'THE CENTER LINE OF THE HIGHWAY, 0.15 MILES SOUTH OF THE CREST OF A
 QG1073'HILL, 0.1 MILES NORTH OF A GRAVEL ROAD LEADING EAST, 63.6 FT. NORTH-
 QG1073'WEST AND ACROSS THE HIGHWAY FROM POWER POLE 489 19 WITH ONE GUY
 QG1073'WIRE TO THE GROUND, ONE TRANSFORMER AND ONE GUY WIRE LEADING OVER
 QG1073'THE HIGHWAY TO POLE 488 1/2 S ALSO WITH A GUY WIRE TO THE GROUND,
 QG1073'25.5 FT. NORTH OF POLE 488 1/2 S.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0046 ***********************************************************************
 QH0046  DESIGNATION -  Q 181
 QH0046  PID         -  QH0046
 QH0046  STATE/COUNTY-  ME/SOMERSET
 QH0046  USGS QUAD   -  CATHEART MOUNTAIN (1989)
 QH0046
 QH0046                         *CURRENT SURVEY CONTROL
 QH0046  ___________________________________________________________________
 QH0046* NAD 83(1986)-  45 37 10.     (N)    070 07 40.     (W)     SCALED    
 QH0046* NAVD 88     -       378.866  (meters)    1243.00   (feet)  ADJUSTED  
 QH0046  ___________________________________________________________________
 QH0046  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 QH0046  DYNAMIC HT  -         378.850 (meters)    1242.94  (feet)  COMP
 QH0046  MODELED GRAV-     980,560.9   (mgal)                       NAVD 88
 QH0046
 QH0046  VERT ORDER  -  FIRST     CLASS II
 QH0046
 QH0046.The horizontal coordinates were scaled from a topographic map and have
 QH0046.an estimated accuracy of +/- 6 seconds.
 QH0046
 QH0046.The orthometric height was determined by differential leveling
 QH0046.and adjusted by the National Geodetic Survey in June 1991..
 QH0046
 QH0046.The geoid height was determined by GEOID03.
 QH0046
 QH0046.The dynamic height is computed by dividing the NAVD 88
 QH0046.geopotential number by the normal gravity value computed on the
 QH0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QH0046.degrees latitude (g = 980.6199 gals.).
 QH0046
 QH0046.The modeled gravity was interpolated from observed gravity values.
 QH0046
 QH0046;                    North         East    Units  Estimated Accuracy
 QH0046;SPC ME W     -   309,570.      903,030.      MT  (+/- 180 meters Scaled)
 QH0046
 QH0046                          SUPERSEDED SURVEY CONTROL
 QH0046
 QH0046.No superseded survey control is available for this station.
 QH0046
 QH0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL120523(NAD 83)
 QH0046_MARKER: DB = BENCH MARK DISK
 QH0046_SETTING: 66 = SET IN ROCK OUTCROP
 QH0046_SP_SET: ROCK OUTCROP
 QH0046_STAMPING: Q 181 1978
 QH0046_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QH0046+STABILITY: POSITION/ELEVATION WELL
 QH0046
 QH0046  HISTORY     - Date     Condition        Report By
 QH0046  HISTORY     - 1978     MONUMENTED       NGS
 QH0046
 QH0046                          STATION DESCRIPTION
 QH0046
 QH0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QH0046'6.9 MI EAST FROM JACKMAN.
 QH0046'0.5 MILES SOUTHEAST ALONG STATE HIGHWAY 6 FROM ITS JUNCTION WITH THE
 QH0046'CANADIAN PACIFIC RAILROAD AT JACKMAN THENCE 6.4 MILES EAST ALONG
 QH0046'STATE HIGHWAY 6, 26.2 FT. SOUTH OF THE CENTER LINE OF THE HIGHWAY
 QH0046'25.4 FT. WEST OF POWER POLE 110 WITH ONE GUY WIRE, 20.0 FT. NORTHEAST
 QH0046'OF A TRIANGULAR BLAZED TREE 0.4 FT. IN DIAMETER, 14.5 FT. NORTHWEST
 QH0046'OF A TRIANGULAR BLAZED TREE 0.6 FT. IN DIAMETER, SET IN TOP OF ROCK
 QH0046'OUTCROP AT THE OUTSIDE OF THE EAST END OF A CRVE IN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0068 ***********************************************************************
 QH0068  DESIGNATION -  Q 182
 QH0068  PID         -  QH0068
 QH0068  STATE/COUNTY-  ME/SOMERSET
 QH0068  USGS QUAD   -  JACKMAN (1989)
 QH0068
 QH0068                         *CURRENT SURVEY CONTROL
 QH0068  ___________________________________________________________________
 QH0068* NAD 83(1986)-  45 42 52.     (N)    070 17 16.     (W)     SCALED    
 QH0068* NAVD 88     -       429.130  (meters)    1407.90   (feet)  ADJUSTED  
 QH0068  ___________________________________________________________________
 QH0068  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 QH0068  DYNAMIC HT  -         429.111 (meters)    1407.84  (feet)  COMP
 QH0068  MODELED GRAV-     980,558.5   (mgal)                       NAVD 88
 QH0068
 QH0068  VERT ORDER  -  FIRST     CLASS II
 QH0068
 QH0068.The horizontal coordinates were scaled from a topographic map and have
 QH0068.an estimated accuracy of +/- 6 seconds.
 QH0068
 QH0068.The orthometric height was determined by differential leveling
 QH0068.and adjusted by the National Geodetic Survey in June 1991..
 QH0068
 QH0068.The geoid height was determined by GEOID03.
 QH0068
 QH0068.The dynamic height is computed by dividing the NAVD 88
 QH0068.geopotential number by the normal gravity value computed on the
 QH0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QH0068.degrees latitude (g = 980.6199 gals.).
 QH0068
 QH0068.The modeled gravity was interpolated from observed gravity values.
 QH0068
 QH0068;                    North         East    Units  Estimated Accuracy
 QH0068;SPC ME W     -   320,140.      890,570.      MT  (+/- 180 meters Scaled)
 QH0068
 QH0068                          SUPERSEDED SURVEY CONTROL
 QH0068
 QH0068.No superseded survey control is available for this station.
 QH0068
 QH0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL997631(NAD 83)
 QH0068_MARKER: DB = BENCH MARK DISK
 QH0068_SETTING: 66 = SET IN ROCK OUTCROP
 QH0068_SP_SET: ROCK OUTCROP
 QH0068_STAMPING: Q 182 1978
 QH0068_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QH0068+STABILITY: POSITION/ELEVATION WELL
 QH0068
 QH0068  HISTORY     - Date     Condition        Report By
 QH0068  HISTORY     - 1978     MONUMENTED       NGS
 QH0068
 QH0068                          STATION DESCRIPTION
 QH0068
 QH0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QH0068'6.95 MI NW FROM JACKMAN.
 QH0068'6.95 MILES NORTHWEST ALONG STATE HIGHWAY 6 FROM ITS JUNCTION WITH THE
 QH0068'CANADIAN PACIFIC RAILROAD AT JACKMAN, 44.5 FT. EAST OF THE CENTER
 QH0068'LINE OF THE HIGHWAY, 0.30 MILES NORTH OF THE CREST OF THE HILL,
 QH0068'0.2 MILES SOUTH OF A GRAVEL ROAD LEADING EAST, 156.0 FT. SOUTH OF
 QH0068'TELEPHONE POLE 147, 73.0 FT. SOUTH OF THE EAST END OF A METAL
 QH0068'CULVERT UNDER THE HIGHWAY, SET IN TOP OF A LARGE ROCK OUTCROP WITH
 QH0068'TWO SMALLER OUTCROPS ON THE NORTH AND SOUTH SIDES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1133 ***********************************************************************
 QG1133  DESIGNATION -  Q 183
 QG1133  PID         -  QG1133
 QG1133  STATE/COUNTY-  ME/PISCATAQUIS
 QG1133  USGS QUAD   -  HARDY POND (1988)
 QG1133
 QG1133                         *CURRENT SURVEY CONTROL
 QG1133  ___________________________________________________________________
 QG1133* NAD 83(1986)-  45 17 07.     (N)    068 51 10.     (W)     SCALED    
 QG1133* NAVD 88     -       102.571  (meters)     336.52   (feet)  ADJUSTED  
 QG1133  ___________________________________________________________________
 QG1133  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 QG1133  DYNAMIC HT  -         102.570 (meters)     336.52  (feet)  COMP
 QG1133  MODELED GRAV-     980,605.1   (mgal)                       NAVD 88
 QG1133
 QG1133  VERT ORDER  -  FIRST     CLASS II
 QG1133
 QG1133.The horizontal coordinates were scaled from a topographic map and have
 QG1133.an estimated accuracy of +/- 6 seconds.
 QG1133
 QG1133.The orthometric height was determined by differential leveling
 QG1133.and adjusted by the National Geodetic Survey in June 1991..
 QG1133
 QG1133.The geoid height was determined by GEOID03.
 QG1133
 QG1133.The dynamic height is computed by dividing the NAVD 88
 QG1133.geopotential number by the normal gravity value computed on the
 QG1133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1133.degrees latitude (g = 980.6199 gals.).
 QG1133
 QG1133.The modeled gravity was interpolated from observed gravity values.
 QG1133
 QG1133;                    North         East    Units  Estimated Accuracy
 QG1133;SPC ME E     -   179,910.      272,330.      MT  (+/- 180 meters Scaled)
 QG1133
 QG1133                          SUPERSEDED SURVEY CONTROL
 QG1133
 QG1133.No superseded survey control is available for this station.
 QG1133
 QG1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL115146(NAD 83)
 QG1133_MARKER: DB = BENCH MARK DISK
 QG1133_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QG1133_SP_SET: STAINLESS STEEL ROD
 QG1133_STAMPING: Q 183 1978
 QG1133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG1133
 QG1133  HISTORY     - Date     Condition        Report By
 QG1133  HISTORY     - 1978     MONUMENTED       NGS
 QG1133
 QG1133                          STATION DESCRIPTION
 QG1133
 QG1133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1133'8.8 MI NE FROM MILO.
 QG1133'8.80 MILE EAST ALONG OLD STATE HIGHWAY 16 FROM THE POST OFFICE AT
 QG1133'MILO, TO THE JUNCTION OF A GRAVEL ROAD (FORMERLY THE BANGOR AND
 QG1133'AROOSTOOK RAILROAD) LEADING NORTHWESTERLY FROM THE HIGHWAY, 52.0 FT.
 QG1133'SOUTHWEST FROM THE JUNCTION, 42.3 FT. EAST NORTHEAST FROM THE
 QG1133'SOUTHEAST CORNER OF AN OLD WOOD FRAME HOUSE, 25.4 FT. WEST NORTHWEST
 QG1133'FROM THE CENTER LINE OF THE HIGHWAY, 3.1 FT. WEST FROM POWER POLE
 QG1133'51/54, THE DISK IS 6 INCHES BELOW THE GROUND, ACCESS TO WHICH IS HAD
 QG1133'THROUGH A 4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1169 ***********************************************************************
 QG1169  DESIGNATION -  Q 184
 QG1169  PID         -  QG1169
 QG1169  STATE/COUNTY-  ME/PENOBSCOT
 QG1169  USGS QUAD   -  EAST WINN (1988)
 QG1169
 QG1169                         *CURRENT SURVEY CONTROL
 QG1169  ___________________________________________________________________
 QG1169* NAD 83(1986)-  45 29 44.     (N)    068 21 40.     (W)     SCALED    
 QG1169* NAVD 88     -        71.155  (meters)     233.45   (feet)  ADJUSTED  
 QG1169  ___________________________________________________________________
 QG1169  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 QG1169  DYNAMIC HT  -          71.157 (meters)     233.45  (feet)  COMP
 QG1169  MODELED GRAV-     980,636.0   (mgal)                       NAVD 88
 QG1169
 QG1169  VERT ORDER  -  FIRST     CLASS II
 QG1169
 QG1169.The horizontal coordinates were scaled from a topographic map and have
 QG1169.an estimated accuracy of +/- 6 seconds.
 QG1169
 QG1169.The orthometric height was determined by differential leveling
 QG1169.and adjusted by the National Geodetic Survey in June 1991..
 QG1169
 QG1169.The geoid height was determined by GEOID03.
 QG1169
 QG1169.The dynamic height is computed by dividing the NAVD 88
 QG1169.geopotential number by the normal gravity value computed on the
 QG1169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1169.degrees latitude (g = 980.6199 gals.).
 QG1169
 QG1169.The modeled gravity was interpolated from observed gravity values.
 QG1169
 QG1169;                    North         East    Units  Estimated Accuracy
 QG1169;SPC ME E     -   203,220.      310,860.      MT  (+/- 180 meters Scaled)
 QG1169
 QG1169                          SUPERSEDED SURVEY CONTROL
 QG1169
 QG1169.No superseded survey control is available for this station.
 QG1169
 QG1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL499382(NAD 83)
 QG1169_MARKER: DB = BENCH MARK DISK
 QG1169_SETTING: 66 = SET IN ROCK OUTCROP
 QG1169_SP_SET: ROCK OUTCROP
 QG1169_STAMPING: Q 184 1978
 QG1169_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG1169+STABILITY: POSITION/ELEVATION WELL
 QG1169
 QG1169  HISTORY     - Date     Condition        Report By
 QG1169  HISTORY     - 1978     MONUMENTED       NGS
 QG1169
 QG1169                          STATION DESCRIPTION
 QG1169
 QG1169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1169'0.9 MI NE FROM WINN.
 QG1169'0.9 MILES NORTHEAST ALONG U.S. HIGHWAY 2 FROM THE POST OFFICE AT WINN,
 QG1169'250.0 FT. SOUTHWEST OF THE MATTAQAMKEAG TOWN LINE, 94.9 FT. SOUTHWEST
 QG1169'OF A GRAVEL DRIVE LEADING SOUTHEAST FROM THE HIGHWAY, 32.5 FT.
 QG1169'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 14.6 FT. NORTHEAST OF
 QG1169'POWER POLE 242 945 WITH TWO GUY WIRES ACROSS THE HIGHWAY, ALSO 1.5
 QG1169'MILES SOUTH ALONG U.S. HIGHWAY 2 FROM THE MUNICIPAL BUILDING AT
 QG1169'MATTAQAMKEAG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0485 ***********************************************************************
 RF0485  DESIGNATION -  Q 185
 RF0485  PID         -  RF0485
 RF0485  STATE/COUNTY-  ME/AROOSTOOK
 RF0485  USGS QUAD   -  WINTERVILLE (1985)
 RF0485
 RF0485                         *CURRENT SURVEY CONTROL
 RF0485  ___________________________________________________________________
 RF0485* NAD 83(1986)-  46 55 54.     (N)    068 31 42.     (W)     SCALED    
 RF0485* NAVD 88     -       316.725  (meters)    1039.12   (feet)  ADJUSTED  
 RF0485  ___________________________________________________________________
 RF0485  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 RF0485  DYNAMIC HT  -         316.758 (meters)    1039.23  (feet)  COMP
 RF0485  MODELED GRAV-     980,707.6   (mgal)                       NAVD 88
 RF0485
 RF0485  VERT ORDER  -  FIRST     CLASS II
 RF0485
 RF0485.The horizontal coordinates were scaled from a topographic map and have
 RF0485.an estimated accuracy of +/- 6 seconds.
 RF0485
 RF0485.The orthometric height was determined by differential leveling
 RF0485.and adjusted by the National Geodetic Survey in June 1991..
 RF0485
 RF0485.The geoid height was determined by GEOID03.
 RF0485
 RF0485.The dynamic height is computed by dividing the NAVD 88
 RF0485.geopotential number by the normal gravity value computed on the
 RF0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0485.degrees latitude (g = 980.6199 gals.).
 RF0485
 RF0485.The modeled gravity was interpolated from observed gravity values.
 RF0485
 RF0485;                    North         East    Units  Estimated Accuracy
 RF0485;SPC ME E     -   362,830.      297,840.      MT  (+/- 180 meters Scaled)
 RF0485
 RF0485                          SUPERSEDED SURVEY CONTROL
 RF0485
 RF0485.No superseded survey control is available for this station.
 RF0485
 RF0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM359976(NAD 83)
 RF0485_MARKER: DB = BENCH MARK DISK
 RF0485_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RF0485_SP_SET: STAINLESS STEEL ROD
 RF0485_STAMPING: Q 185 1978
 RF0485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0485
 RF0485  HISTORY     - Date     Condition        Report By
 RF0485  HISTORY     - 1978     MONUMENTED       NGS
 RF0485
 RF0485                          STATION DESCRIPTION
 RF0485
 RF0485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0485'8.2 MI SOUTH FROM EAGLE LAKE.
 RF0485'8.2 MILES SOUTH ALONG STATE HIGHWAY 11 FROM ST. MARYS CHURCH AT
 RF0485'EAGLE LAKE, 1.25 MILES SOUTH OF THE Y-JUNCTION OF A DIRT ROAD
 RF0485'LEADING NORTH, AT A REST AREA, 82.0 FT. WEST OF THE CENTER LINE OF
 RF0485'THE HIGHWAY, 19.8 FT. NORTHEAST OF A 13-INCH METAL PIPE DRAIN TO
 RF0485'A WATER FAUCET, 32.7 FT. NORTH OF A 20-INCH TRIANGULAR BLAZED TREE,
 RF0485'15.2 FT. SOUTHWEST OF THE NORTHEAST END OF A PARKING BARRIER LOG,
 RF0485'THE DISK IS 3 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH
 RF0485'A 4-INCH PLASTIC SCREW PLUG FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0459 ***********************************************************************
 RF0459  DESIGNATION -  Q 186
 RF0459  PID         -  RF0459
 RF0459  STATE/COUNTY-  ME/AROOSTOOK
 RF0459  USGS QUAD   -  ASHLAND (1986)
 RF0459
 RF0459                         *CURRENT SURVEY CONTROL
 RF0459  ___________________________________________________________________
 RF0459* NAD 83(1986)-  46 42 22.     (N)    068 27 16.     (W)     SCALED    
 RF0459* NAVD 88     -       233.695  (meters)     766.71   (feet)  ADJUSTED  
 RF0459  ___________________________________________________________________
 RF0459  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 RF0459  DYNAMIC HT  -         233.718 (meters)     766.79  (feet)  COMP
 RF0459  MODELED GRAV-     980,705.5   (mgal)                       NAVD 88
 RF0459
 RF0459  VERT ORDER  -  FIRST     CLASS II
 RF0459
 RF0459.The horizontal coordinates were scaled from a topographic map and have
 RF0459.an estimated accuracy of +/- 6 seconds.
 RF0459
 RF0459.The orthometric height was determined by differential leveling
 RF0459.and adjusted by the National Geodetic Survey in June 1991..
 RF0459
 RF0459.The geoid height was determined by GEOID03.
 RF0459
 RF0459.The dynamic height is computed by dividing the NAVD 88
 RF0459.geopotential number by the normal gravity value computed on the
 RF0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0459.degrees latitude (g = 980.6199 gals.).
 RF0459
 RF0459.The modeled gravity was interpolated from observed gravity values.
 RF0459
 RF0459;                    North         East    Units  Estimated Accuracy
 RF0459;SPC ME E     -   337,760.      303,480.      MT  (+/- 180 meters Scaled)
 RF0459
 RF0459                          SUPERSEDED SURVEY CONTROL
 RF0459
 RF0459.No superseded survey control is available for this station.
 RF0459
 RF0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM417726(NAD 83)
 RF0459_MARKER: DB = BENCH MARK DISK
 RF0459_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RF0459_SP_SET: STAINLESS STEEL ROD
 RF0459_STAMPING: Q 186 1978
 RF0459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0459
 RF0459  HISTORY     - Date     Condition        Report By
 RF0459  HISTORY     - 1978     MONUMENTED       NGS
 RF0459
 RF0459                          STATION DESCRIPTION
 RF0459
 RF0459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0459'4.1 MI SOUTH FROM PORTAGE.
 RF0459'4.1 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT
 RF0459'PORTAGE, AT THE EAST END OF THE GRASS ISLAND TO TO JUNCTION OF A
 RF0459'DIRT ROAD LEADING SOUTHWEST TO PINKHAM LUMBER COMPANY, 29.3 FEET WEST
 RF0459'OF THE CENTER LINE OF THE HIGHWAY, 23.1 FEET EAST OF THE EAST END
 RF0459'OF A 14 BY 3-FOOT CONCRETE BASE TO A PINKHAM LUMBER COMPANY BILLBOARD
 RF0459'30.0 FEET SOUTH OF CENTER LINE OF THE NORTH FORK OF THE ROAD,
 RF0459'28.5 FEETNORTH OF THE CENTER LINE OF THE SOUTH FORK OF THE ROAD, 2.3 F
 RF0459'EET SOUTH OF POWER POLE. THE DISK IS 3-INCHES BELOW GROUND, ACCESS
 RF0459'TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG 1-INCH BELOW
 RF0459'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0377 ***********************************************************************
 RF0377  DESIGNATION -  Q 187
 RF0377  PID         -  RF0377
 RF0377  STATE/COUNTY-  ME/AROOSTOOK
 RF0377  USGS QUAD   -  BIG MACHIAS LAKE (1985)
 RF0377
 RF0377                         *CURRENT SURVEY CONTROL
 RF0377  ___________________________________________________________________
 RF0377* NAD 83(1986)-  46 41 18.     (N)    068 48 10.     (W)     SCALED    
 RF0377* NAVD 88     -       294.167  (meters)     965.11   (feet)  ADJUSTED  
 RF0377  ___________________________________________________________________
 RF0377  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 RF0377  DYNAMIC HT  -         294.191 (meters)     965.19  (feet)  COMP
 RF0377  MODELED GRAV-     980,686.4   (mgal)                       NAVD 88
 RF0377
 RF0377  VERT ORDER  -  FIRST     CLASS II
 RF0377
 RF0377.The horizontal coordinates were scaled from a topographic map and have
 RF0377.an estimated accuracy of +/- 6 seconds.
 RF0377
 RF0377.The orthometric height was determined by differential leveling
 RF0377.and adjusted by the National Geodetic Survey in June 1991..
 RF0377
 RF0377.The geoid height was determined by GEOID03.
 RF0377
 RF0377.The dynamic height is computed by dividing the NAVD 88
 RF0377.geopotential number by the normal gravity value computed on the
 RF0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0377.degrees latitude (g = 980.6199 gals.).
 RF0377
 RF0377.The modeled gravity was interpolated from observed gravity values.
 RF0377
 RF0377;                    North         East    Units  Estimated Accuracy
 RF0377;SPC ME E     -   335,830.      276,840.      MT  (+/- 180 meters Scaled)
 RF0377
 RF0377                          SUPERSEDED SURVEY CONTROL
 RF0377
 RF0377.No superseded survey control is available for this station.
 RF0377
 RF0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM150705(NAD 83)
 RF0377_MARKER: DB = BENCH MARK DISK
 RF0377_SETTING: 66 = SET IN ROCK OUTCROP
 RF0377_SP_SET: OUTCROP
 RF0377_STAMPING: Q 187 1978
 RF0377_MARK LOGO: NGS   
 RF0377_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0377+STABILITY: POSITION/ELEVATION WELL
 RF0377
 RF0377  HISTORY     - Date     Condition        Report By
 RF0377  HISTORY     - 1978     MONUMENTED       NGS
 RF0377  HISTORY     - 1983     GOOD             USGS-M
 RF0377
 RF0377                          STATION DESCRIPTION
 RF0377
 RF0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0377'16.1 MI WEST FROM SIX MILE CHECK POINT.
 RF0377'10.85 MILES WEST ALONG AMERICAN REALTY ROAD FROM SIX MILE CHECK
 RF0377'POINT, THENCE 5.2 MILES WEST ALONG MAIN TRAVELED GRAVEL ROAD, 0.8
 RF0377'MILE WEST OF A SMALL WOODEN BRIDGE OVER TWENTY MILE BROOK, OPPSITE
 RF0377'AND NORTHEAST OF TWIN JUNCTIONS OF CAMP SITE ROADS LEADING SOUTH,
 RF0377'AT THE EAST EDGE OF A SMALL CLEARING, 21.0 FEET NORTH OF THE CENTER
 RF0377'LINE OF THE ROAD, 19.3 FEET WEST OF A 10-INCH TRIANGULAR BLAZED
 RF0377'FIR TREE, IN THE TOP OF A 5 BY 4-FT. OUTCROP FLUSH WITH GROUND.
 RF0377
 RF0377                          STATION RECOVERY (1983)
 RF0377
 RF0377'RECOVERY NOTE BY USGS MID-CONTINENT MAPPING CENTER 1983
 RF0377'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1193 ***********************************************************************
 QG1193  DESIGNATION -  Q 187 X
 QG1193  PID         -  QG1193
 QG1193  STATE/COUNTY-  ME/AROOSTOOK
 QG1193  USGS QUAD   -  WYTOPITLOCK (1988)
 QG1193
 QG1193                         *CURRENT SURVEY CONTROL
 QG1193  ___________________________________________________________________
 QG1193* NAD 83(1986)-  45 38 33.     (N)    068 04 50.     (W)     SCALED    
 QG1193* NAVD 88     -       106.695  (meters)     350.05   (feet)  ADJUSTED  
 QG1193  ___________________________________________________________________
 QG1193  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 QG1193  DYNAMIC HT  -         106.696 (meters)     350.05  (feet)  COMP
 QG1193  MODELED GRAV-     980,629.1   (mgal)                       NAVD 88
 QG1193
 QG1193  VERT ORDER  -  FIRST     CLASS II
 QG1193
 QG1193.The horizontal coordinates were scaled from a topographic map and have
 QG1193.an estimated accuracy of +/- 6 seconds.
 QG1193
 QG1193.The orthometric height was determined by differential leveling
 QG1193.and adjusted by the National Geodetic Survey in June 1991..
 QG1193
 QG1193.The geoid height was determined by GEOID03.
 QG1193
 QG1193.The dynamic height is computed by dividing the NAVD 88
 QG1193.geopotential number by the normal gravity value computed on the
 QG1193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1193.degrees latitude (g = 980.6199 gals.).
 QG1193
 QG1193.The modeled gravity was interpolated from observed gravity values.
 QG1193
 QG1193;                    North         East    Units  Estimated Accuracy
 QG1193;SPC ME E     -   219,630.      332,700.      MT  (+/- 180 meters Scaled)
 QG1193
 QG1193                          SUPERSEDED SURVEY CONTROL
 QG1193
 QG1193.No superseded survey control is available for this station.
 QG1193
 QG1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL716547(NAD 83)
 QG1193_MARKER: DB = BENCH MARK DISK
 QG1193_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QG1193_SP_SET: STAINLESS STEEL ROD
 QG1193_STAMPING: Q 187 X 1978
 QG1193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG1193
 QG1193  HISTORY     - Date     Condition        Report By
 QG1193  HISTORY     - 1978     MONUMENTED       NGS
 QG1193  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QG1193
 QG1193                          STATION DESCRIPTION
 QG1193
 QG1193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1193'WYTOPITLOCK.
 QG1193'AT THE POST OFFICE IN WYTOPITLOCK, 42.2 FT. SOUTHEAST OF THE
 QG1193'SOUTHEAST RAIL, 36.6 FT. SOUTHWEST OF CENTER LINE OF HIGHWAY, 19.2
 QG1193'FT. SOUTH OF POWER POLE 7 300. DISK IS 4 INCHES BELOW GROUND, ACCESS
 QG1193'TO WHICH IS HAD THROUGH A 4 INCH PLASTIC SCREW PLUG.
 QG1193
 QG1193                          STATION RECOVERY (1985)
 QG1193
 QG1193'RECOVERY NOTE BY US POWER SQUADRON 1985 (DMW)
 QG1193'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0401 ***********************************************************************
 RF0401  DESIGNATION -  Q 188
 RF0401  PID         -  RF0401
 RF0401  STATE/COUNTY-  ME/AROOSTOOK
 RF0401  USGS QUAD   -  THIRD MUSQUACOOK LAKE (1986)
 RF0401
 RF0401                         *CURRENT SURVEY CONTROL
 RF0401  ___________________________________________________________________
 RF0401* NAD 83(1986)-  46 36 54.     (N)    069 10 04.     (W)     SCALED    
 RF0401* NAVD 88     -       336.096  (meters)    1102.67   (feet)  ADJUSTED  
 RF0401  ___________________________________________________________________
 RF0401  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 RF0401  DYNAMIC HT  -         336.115 (meters)    1102.74  (feet)  COMP
 RF0401  MODELED GRAV-     980,661.0   (mgal)                       NAVD 88
 RF0401
 RF0401  VERT ORDER  -  FIRST     CLASS II
 RF0401
 RF0401.The horizontal coordinates were scaled from a topographic map and have
 RF0401.an estimated accuracy of +/- 6 seconds.
 RF0401
 RF0401.The orthometric height was determined by differential leveling
 RF0401.and adjusted by the National Geodetic Survey in June 1991..
 RF0401
 RF0401.The geoid height was determined by GEOID03.
 RF0401
 RF0401.The dynamic height is computed by dividing the NAVD 88
 RF0401.geopotential number by the normal gravity value computed on the
 RF0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0401.degrees latitude (g = 980.6199 gals.).
 RF0401
 RF0401.The modeled gravity was interpolated from observed gravity values.
 RF0401
 RF0401;                    North         East    Units  Estimated Accuracy
 RF0401;SPC ME E     -   327,850.      248,850.      MT  (+/- 180 meters Scaled)
 RF0401
 RF0401                          SUPERSEDED SURVEY CONTROL
 RF0401
 RF0401.No superseded survey control is available for this station.
 RF0401
 RF0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM871623(NAD 83)
 RF0401_MARKER: DB = BENCH MARK DISK
 RF0401_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RF0401_SP_SET: STAINLESS STEEL ROD
 RF0401_STAMPING: Q 188 1978
 RF0401_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0401
 RF0401  HISTORY     - Date     Condition        Report By
 RF0401  HISTORY     - 1978     MONUMENTED       NGS
 RF0401
 RF0401                          STATION DESCRIPTION
 RF0401
 RF0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0401'MUSQUACOOK CHECK POINT.
 RF0401'AT MUAQUACOOK CHECK POINT, AT THE SOUTH CORNER OF THE SOUTHWEST
 RF0401'YARD TO THE LOG CABIN CHECK POINT AND GAME INSPECTION STATION, 19.5
 RF0401'FEET NORTHEAST OF THE CENTER LINE OF THE NORTHWEST-SOUTHEAST ROAD,
 RF0401'79.0 FEET SOUTHEAST OF THE CENTER LINE OF THE NORTHWEST ROAD,
 RF0401'32.4 FEET SOUTH OF THE SOUTHWEST CORNER OF THE CABIN, 1.9 FEET
 RF0401'NORTHWEST OF A STEEL GUY CABLE ANCHOR TO  A 2-WAY RADIO ANTENNA.
 RF0401'THE DISK IS 2 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH
 RF0401'A 4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0436 ***********************************************************************
 RF0436  DESIGNATION -  Q 189
 RF0436  PID         -  RF0436
 RF0436  STATE/COUNTY-  ME/AROOSTOOK
 RF0436  USGS QUAD   -  FOOL BROOK (1986)
 RF0436
 RF0436                         *CURRENT SURVEY CONTROL
 RF0436  ___________________________________________________________________
 RF0436* NAD 83(1986)-  46 35 54.     (N)    069 44 30.     (W)     SCALED    
 RF0436* NAVD 88     -       370.915  (meters)    1216.91   (feet)  ADJUSTED  
 RF0436  ___________________________________________________________________
 RF0436  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 RF0436  DYNAMIC HT  -         370.924 (meters)    1216.94  (feet)  COMP
 RF0436  MODELED GRAV-     980,628.0   (mgal)                       NAVD 88
 RF0436
 RF0436  VERT ORDER  -  FIRST     CLASS II
 RF0436
 RF0436.The horizontal coordinates were scaled from a topographic map and have
 RF0436.an estimated accuracy of +/- 6 seconds.
 RF0436
 RF0436.The orthometric height was determined by differential leveling
 RF0436.and adjusted by the National Geodetic Survey in June 1991..
 RF0436
 RF0436.The geoid height was determined by GEOID03.
 RF0436
 RF0436.The dynamic height is computed by dividing the NAVD 88
 RF0436.geopotential number by the normal gravity value computed on the
 RF0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0436.degrees latitude (g = 980.6199 gals.).
 RF0436
 RF0436.The modeled gravity was interpolated from observed gravity values.
 RF0436
 RF0436;                    North         East    Units  Estimated Accuracy
 RF0436;SPC ME E     -   326,530.      204,870.      MT  (+/- 180 meters Scaled)
 RF0436
 RF0436                          SUPERSEDED SURVEY CONTROL
 RF0436
 RF0436.No superseded survey control is available for this station.
 RF0436
 RF0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM431607(NAD 83)
 RF0436_MARKER: DB = BENCH MARK DISK
 RF0436_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RF0436_SP_SET: STAINLESS STEEL ROD
 RF0436_STAMPING: 2 189 1978
 RF0436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0436
 RF0436  HISTORY     - Date     Condition        Report By
 RF0436  HISTORY     - 1978     MONUMENTED       NGS
 RF0436
 RF0436                          STATION DESCRIPTION
 RF0436
 RF0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0436'14.5 MI EAST FROM DAAQUAM.
 RF0436'14.5 MILES EAST ALONG THE MAIN TRAVELED GRAVEL ROAD FROM THE U.S.
 RF0436'CUSTOMS OFFICE AT DAAQUAM, 4.25 MILES NORTHEAST OF THE SOUTHEAST
 RF0436'END OF A BRIDGE OVER THE ST. JOHN RIVER, 2.7 MILES EAST OF THE
 RF0436'Y-JUNCTION OF A ROAD LEADING NORTH TO RED PINE GROVE CAMP SITES, AT
 RF0436'THE SOUTHWEST CORNER OF A SMALL CLEARING, 54.0 FEET NORTH OF THE
 RF0436'CENTER LINE OF THE ROAD, 95 FT. WEST AND ACROSS THE CLEARING FROM
 RF0436'AN 8-INCH TRIANGLE BLAZED FIR TREE. THE DISK IS 1-INCH BELOW GROUND
 RF0436'GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0043 ***********************************************************************
 QF0043  DESIGNATION -  Q 19
 QF0043  PID         -  QF0043
 QF0043  STATE/COUNTY-  ME/WASHINGTON
 QF0043  USGS QUAD   -  WOODLAND (1987)
 QF0043
 QF0043                         *CURRENT SURVEY CONTROL
 QF0043  ___________________________________________________________________
 QF0043* NAD 83(1986)-  45 12 31.     (N)    067 27 02.     (W)     SCALED    
 QF0043* NAVD 88     -        50.999  (meters)     167.32   (feet)  ADJUSTED  
 QF0043  ___________________________________________________________________
 QF0043  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 QF0043  DYNAMIC HT  -          50.998 (meters)     167.32  (feet)  COMP
 QF0043  MODELED GRAV-     980,600.7   (mgal)                       NAVD 88
 QF0043
 QF0043  VERT ORDER  -  SECOND    CLASS 0
 QF0043
 QF0043.The horizontal coordinates were scaled from a topographic map and have
 QF0043.an estimated accuracy of +/- 6 seconds.
 QF0043
 QF0043.The orthometric height was determined by differential leveling
 QF0043.and adjusted by the National Geodetic Survey in June 1991..
 QF0043
 QF0043.The geoid height was determined by GEOID03.
 QF0043
 QF0043.The dynamic height is computed by dividing the NAVD 88
 QF0043.geopotential number by the normal gravity value computed on the
 QF0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0043.degrees latitude (g = 980.6199 gals.).
 QF0043
 QF0043.The modeled gravity was interpolated from observed gravity values.
 QF0043
 QF0043;                    North         East    Units  Estimated Accuracy
 QF0043;SPC ME E     -   171,860.      382,440.      MT  (+/- 180 meters Scaled)
 QF0043
 QF0043                          SUPERSEDED SURVEY CONTROL
 QF0043
 QF0043  NGVD 29 (??/??/92)   51.196  (m)          167.97   (f) ADJ UNCH    2 0
 QF0043
 QF0043.Superseded values are not recommended for survey control.
 QF0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0043.See file dsdata.txt to determine how the superseded data were derived.
 QF0043
 QF0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL216072(NAD 83)
 QF0043_MARKER: DB = BENCH MARK DISK
 QF0043_SETTING: 80 = SET IN A BOULDER
 QF0043_SP_SET: BOULDER
 QF0043_STAMPING: 167.966 Q 19 1933
 QF0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0043+STABILITY: SURFACE MOTION
 QF0043
 QF0043  HISTORY     - Date     Condition        Report By
 QF0043  HISTORY     - 1933     MONUMENTED       CGS
 QF0043  HISTORY     - 1934     GOOD             NGS
 QF0043
 QF0043                          STATION DESCRIPTION
 QF0043
 QF0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 QF0043'3.6 MI NW FROM WOODLAND JUNCTION.
 QF0043'3.6 MILES NORTHWEST ALONG THE OLD ROADBED OF THE ABANDONED MAINE
 QF0043'CENTRAL RAILROAD FROM WOODLAND JUNCTION, WASHINGTON COUNTY, ABOUT
 QF0043'83 FEET WEST OF A POWER-TRANSMISSION LINE TOWER, 8 YARDS NORTH
 QF0043'OF THE CENTER LINE OF THE OLD ROADBED, IN THE TOP OF A 2-1/2-
 QF0043'BY 5-FOOT EMBEDDED BOULDER, AND ABOUT 2 FEET ABOVE THE GROUND.  A
 QF0043'STANDARD DISK, STAMPED 167.966 Q 19 1933.
 QF0043
 QF0043                          STATION RECOVERY (1934)
 QF0043
 QF0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QF0043'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0419 ***********************************************************************
 RF0419  DESIGNATION -  Q 190
 RF0419  PID         -  RF0419
 RF0419  STATE/COUNTY-  ME/AROOSTOOK
 RF0419  USGS QUAD   -  UMSASKIS LAKE WEST (1986)
 RF0419
 RF0419                         *CURRENT SURVEY CONTROL
 RF0419  ___________________________________________________________________
 RF0419* NAD 83(1986)-  46 36 50.     (N)    069 28 01.     (W)     SCALED    
 RF0419* NAVD 88     -       329.494  (meters)    1081.01   (feet)  ADJUSTED  
 RF0419  ___________________________________________________________________
 RF0419  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 RF0419  DYNAMIC HT  -         329.505 (meters)    1081.05  (feet)  COMP
 RF0419  MODELED GRAV-     980,637.6   (mgal)                       NAVD 88
 RF0419
 RF0419  VERT ORDER  -  FIRST     CLASS II
 RF0419
 RF0419.The horizontal coordinates were scaled from a topographic map and have
 RF0419.an estimated accuracy of +/- 6 seconds.
 RF0419
 RF0419.The orthometric height was determined by differential leveling
 RF0419.and adjusted by the National Geodetic Survey in June 1991..
 RF0419
 RF0419.The geoid height was determined by GEOID03.
 RF0419
 RF0419.The dynamic height is computed by dividing the NAVD 88
 RF0419.geopotential number by the normal gravity value computed on the
 RF0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0419.degrees latitude (g = 980.6199 gals.).
 RF0419
 RF0419.The modeled gravity was interpolated from observed gravity values.
 RF0419
 RF0419;                    North         East    Units  Estimated Accuracy
 RF0419;SPC ME E     -   327,960.      225,940.      MT  (+/- 180 meters Scaled)
 RF0419
 RF0419                          SUPERSEDED SURVEY CONTROL
 RF0419
 RF0419.No superseded survey control is available for this station.
 RF0419
 RF0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM642623(NAD 83)
 RF0419_MARKER: DB = BENCH MARK DISK
 RF0419_SETTING: 66 = SET IN ROCK OUTCROP
 RF0419_SP_SET: LEDGE
 RF0419_STAMPING: Q 190 1978
 RF0419_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0419+STABILITY: POSITION/ELEVATION WELL
 RF0419
 RF0419  HISTORY     - Date     Condition        Report By
 RF0419  HISTORY     - 1978     MONUMENTED       NGS
 RF0419
 RF0419                          STATION DESCRIPTION
 RF0419
 RF0419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0419'3.5 MI EAST FROM CKAYTON LAKE.
 RF0419'3.5 MILES EAST ALONG THE MAIN TRAVELED GRAVEL ROAD FROM THE POST
 RF0419'OFFICE AT CLAYTON LAKE, 2.35 MILES EAST OF THE T-JUNCTION OF A
 RF0419'HEAVILY TRAVELED LOGGING ROAD LEADING SOUTHEAST, 0.5 MILE SOUTHEAST
 RF0419'OF A BRIDGE OVER PRIESTLY BROOK, AT THE CREST OF A SMALL HILL, INSIDE
 RF0419'A CURVE 30.0 FEET NORTH OF THE CENTER LINE OF THE ROAD, 18.5 FEET
 RF0419'SOUTHEAST OF AN 11-INCH TRIANGLE BLAZED FIR TREE, IN THE TOP OF A
 RF0419'LARGE FLAT DIRT AND MOSS COVERED ROCK LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0283 ***********************************************************************
 QF0283  DESIGNATION -  Q 191
 QF0283  PID         -  QF0283
 QF0283  STATE/COUNTY-  ME/WASHINGTON
 QF0283  USGS QUAD   -  BROOKTON (1988)
 QF0283
 QF0283                         *CURRENT SURVEY CONTROL
 QF0283  ___________________________________________________________________
 QF0283* NAD 83(1986)-  45 33 20.     (N)    067 47 01.     (W)     SCALED    
 QF0283* NAVD 88     -       166.505  (meters)     546.28   (feet)  ADJUSTED  
 QF0283  ___________________________________________________________________
 QF0283  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 QF0283  DYNAMIC HT  -         166.505 (meters)     546.28  (feet)  COMP
 QF0283  MODELED GRAV-     980,610.9   (mgal)                       NAVD 88
 QF0283
 QF0283  VERT ORDER  -  FIRST     CLASS II
 QF0283
 QF0283.The horizontal coordinates were scaled from a topographic map and have
 QF0283.an estimated accuracy of +/- 6 seconds.
 QF0283
 QF0283.The orthometric height was determined by differential leveling
 QF0283.and adjusted by the National Geodetic Survey in June 1991..
 QF0283
 QF0283.The geoid height was determined by GEOID03.
 QF0283
 QF0283.The dynamic height is computed by dividing the NAVD 88
 QF0283.geopotential number by the normal gravity value computed on the
 QF0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0283.degrees latitude (g = 980.6199 gals.).
 QF0283
 QF0283.The modeled gravity was interpolated from observed gravity values.
 QF0283
 QF0283;                    North         East    Units  Estimated Accuracy
 QF0283;SPC ME E     -   210,130.      355,930.      MT  (+/- 180 meters Scaled)
 QF0283
 QF0283                          SUPERSEDED SURVEY CONTROL
 QF0283
 QF0283.No superseded survey control is available for this station.
 QF0283
 QF0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL949453(NAD 83)
 QF0283_MARKER: DB = BENCH MARK DISK
 QF0283_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QF0283_SP_SET: STAINLESS STEEL ROD
 QF0283_STAMPING: Q 191 1978
 QF0283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QF0283
 QF0283  HISTORY     - Date     Condition        Report By
 QF0283  HISTORY     - 1978     MONUMENTED       NGS
 QF0283
 QF0283                          STATION DESCRIPTION
 QF0283
 QF0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0283'1.8 MI NW FROM BROOKTON.
 QF0283'1.8 MILES NORTHWEST ALONG U.S. HIGHWAY 1 FROM THE CROSS ROADS OF
 QF0283'LAKE ROAD AND FOREST STATION ROAD AT BROOKTON, AT A T-JUNCTION OF A
 QF0283'DIRT ROAD LEADING WEST, 176.2 FEET SOUTHEAST OF AND ACROSS THE
 QF0283'HIGHWAY FROM A POWER POLE, 77.5 FEET EAST-SOUTHEAST OF THE JUNCTION
 QF0283'OF THE HIGHWAY AND THE DIRT ROAD, 60.5 FEET EAST OF THE CENTER
 QF0283'LINE OF HIGHWAY, 5.2 FEET SOUTHWEST OF A TRIANGULAR BLAZED 6-INCH
 QF0283'FIR TREE. DISK IS 3 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD
 QF0283'THROUGH A 4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0228 ***********************************************************************
 QF0228  DESIGNATION -  Q 192
 QF0228  PID         -  QF0228
 QF0228  STATE/COUNTY-  ME/AROOSTOOK
 QF0228  USGS QUAD   -  NORTH AMITY (1989)
 QF0228
 QF0228                         *CURRENT SURVEY CONTROL
 QF0228  ___________________________________________________________________
 QF0228* NAD 83(1986)-  45 54 20.     (N)    067 50 20.     (W)     SCALED    
 QF0228* NAVD 88     -       208.726  (meters)     684.80   (feet)  ADJUSTED  
 QF0228  ___________________________________________________________________
 QF0228  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 QF0228  DYNAMIC HT  -         208.734 (meters)     684.82  (feet)  COMP
 QF0228  MODELED GRAV-     980,646.2   (mgal)                       NAVD 88
 QF0228
 QF0228  VERT ORDER  -  FIRST     CLASS II
 QF0228
 QF0228.The horizontal coordinates were scaled from a topographic map and have
 QF0228.an estimated accuracy of +/- 6 seconds.
 QF0228
 QF0228.The orthometric height was determined by differential leveling
 QF0228.and adjusted by the National Geodetic Survey in June 1991..
 QF0228
 QF0228.The geoid height was determined by GEOID03.
 QF0228
 QF0228.The dynamic height is computed by dividing the NAVD 88
 QF0228.geopotential number by the normal gravity value computed on the
 QF0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0228.degrees latitude (g = 980.6199 gals.).
 QF0228
 QF0228.The modeled gravity was interpolated from observed gravity values.
 QF0228
 QF0228;                    North         East    Units  Estimated Accuracy
 QF0228;SPC ME E     -   248,990.      351,290.      MT  (+/- 180 meters Scaled)
 QF0228
 QF0228                          SUPERSEDED SURVEY CONTROL
 QF0228
 QF0228.No superseded survey control is available for this station.
 QF0228
 QF0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL900842(NAD 83)
 QF0228_MARKER: DB = BENCH MARK DISK
 QF0228_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QF0228_SP_SET: STAINLESS STEEL ROD
 QF0228_STAMPING: Q 192 1978
 QF0228_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QF0228
 QF0228  HISTORY     - Date     Condition        Report By
 QF0228  HISTORY     - 1978     MONUMENTED       NGS
 QF0228
 QF0228                          STATION DESCRIPTION
 QF0228
 QF0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0228'2.6 MI SOUTH FROM NORTH AMITY.
 QF0228'2.6 MILES SOUTH ALONG U.S. HIGHWAY 1 FROM THE AMITY BAPTIST CHURCH AT
 QF0228'NORTH AMITY, 98 YARDS NORTHEAST OF THE NORTHEAST FACE OF A LARGE
 QF0228'QUANSET HUT ON THE NORTHWEST SIDE OF THE HIGHWAY, 112.9 FT. NORTH OF
 QF0228'AND ACROSS THE HIGHWAY FROM POWER POLE 68, 29.0 FT. NORTHWEST OF THE
 QF0228'CENTER LINE OF THE HIGHWAY, 3.6 FT. SOUTHWEST OF TELEPHONE POLE 277
 QF0228'WITH ONE GUY WIRE, DISK IS 3 INCHES BELOW GROUND, ACCESS TO WHICH IS
 QF0228'HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0206 ***********************************************************************
 QF0206  DESIGNATION -  Q 193
 QF0206  PID         -  QF0206
 QF0206  STATE/COUNTY-  ME/WASHINGTON
 QF0206  USGS QUAD   -  LAMBERT LAKE (1988)
 QF0206
 QF0206                         *CURRENT SURVEY CONTROL
 QF0206  ___________________________________________________________________
 QF0206* NAD 83(1986)-  45 33 14.     (N)    067 30 11.     (W)     SCALED    
 QF0206* NAVD 88     -       129.333  (meters)     424.32   (feet)  ADJUSTED  
 QF0206  ___________________________________________________________________
 QF0206  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 QF0206  DYNAMIC HT  -         129.333 (meters)     424.32  (feet)  COMP
 QF0206  MODELED GRAV-     980,611.6   (mgal)                       NAVD 88
 QF0206
 QF0206  VERT ORDER  -  FIRST     CLASS II
 QF0206
 QF0206.The horizontal coordinates were scaled from a topographic map and have
 QF0206.an estimated accuracy of +/- 6 seconds.
 QF0206
 QF0206.The orthometric height was determined by differential leveling
 QF0206.and adjusted by the National Geodetic Survey in June 1991..
 QF0206
 QF0206.The geoid height was determined by GEOID03.
 QF0206
 QF0206.The dynamic height is computed by dividing the NAVD 88
 QF0206.geopotential number by the normal gravity value computed on the
 QF0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0206.degrees latitude (g = 980.6199 gals.).
 QF0206
 QF0206.The modeled gravity was interpolated from observed gravity values.
 QF0206
 QF0206;                    North         East    Units  Estimated Accuracy
 QF0206;SPC ME E     -   210,180.      377,840.      MT  (+/- 180 meters Scaled)
 QF0206
 QF0206                          SUPERSEDED SURVEY CONTROL
 QF0206
 QF0206.No superseded survey control is available for this station.
 QF0206
 QF0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL168455(NAD 83)
 QF0206_MARKER: DB = BENCH MARK DISK
 QF0206_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QF0206_SP_SET: STAINLESS STEEL ROD
 QF0206_STAMPING: Q 193 1978
 QF0206_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QF0206
 QF0206  HISTORY     - Date     Condition        Report By
 QF0206  HISTORY     - 1978     MONUMENTED       NGS
 QF0206
 QF0206                          STATION DESCRIPTION
 QF0206
 QF0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0206'1.7 MI NE FROM LAMBERT LAKE.
 QF0206'1.7 MILES NORTHEAST ALONG STATE HIGHWAY 6 FROM THE CANADIAN PACIFIC
 QF0206'RAILROAD CROSSING AT LAMBERT LAKE, 34.2 FEET SOUTHWEST OF THE CENTER
 QF0206'LINE OF HIGHWAY, 12.3 FEET NORTHWEST OF POWER POLE NUMBER 145. DISK
 QF0206'IS 4 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH
 QF0206'PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0249 ***********************************************************************
 QF0249  DESIGNATION -  Q 194
 QF0249  PID         -  QF0249
 QF0249  STATE/COUNTY-  ME/WASHINGTON
 QF0249  USGS QUAD   -  PRINCETON (1990)
 QF0249
 QF0249                         *CURRENT SURVEY CONTROL
 QF0249  ___________________________________________________________________
 QF0249* NAD 83(1986)-  45 12 58.     (N)    067 33 24.     (W)     SCALED    
 QF0249* NAVD 88     -        90.081  (meters)     295.54   (feet)  ADJUSTED  
 QF0249  ___________________________________________________________________
 QF0249  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 QF0249  DYNAMIC HT  -          90.080 (meters)     295.54  (feet)  COMP
 QF0249  MODELED GRAV-     980,597.3   (mgal)                       NAVD 88
 QF0249
 QF0249  VERT ORDER  -  FIRST     CLASS II
 QF0249
 QF0249.The horizontal coordinates were scaled from a topographic map and have
 QF0249.an estimated accuracy of +/- 6 seconds.
 QF0249
 QF0249.The orthometric height was determined by differential leveling
 QF0249.and adjusted by the National Geodetic Survey in June 1991..
 QF0249
 QF0249.The geoid height was determined by GEOID03.
 QF0249
 QF0249.The dynamic height is computed by dividing the NAVD 88
 QF0249.geopotential number by the normal gravity value computed on the
 QF0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0249.degrees latitude (g = 980.6199 gals.).
 QF0249
 QF0249.The modeled gravity was interpolated from observed gravity values.
 QF0249
 QF0249;                    North         East    Units  Estimated Accuracy
 QF0249;SPC ME E     -   172,590.      374,090.      MT  (+/- 180 meters Scaled)
 QF0249
 QF0249                          SUPERSEDED SURVEY CONTROL
 QF0249
 QF0249.No superseded survey control is available for this station.
 QF0249
 QF0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL133079(NAD 83)
 QF0249_MARKER: DB = BENCH MARK DISK
 QF0249_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QF0249_SP_SET: STAINLESS STEEL ROD
 QF0249_STAMPING: Q 194 1978
 QF0249_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QF0249
 QF0249  HISTORY     - Date     Condition        Report By
 QF0249  HISTORY     - 1978     MONUMENTED       NGS
 QF0249
 QF0249                          STATION DESCRIPTION
 QF0249
 QF0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0249'1.0 MI SE FROM PRINCETON.
 QF0249'1.0 MILE SOUTHEAST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 QF0249'PRINCETON, 116.8 FEET SOUTHEAST OF THE EAST CORNER OF A TWO STORY
 QF0249'WOOD FRAME HOUSE BELONGING TO S. MULHOLLAN, 90.0 FEET EAST OF THE
 QF0249'EAST CORNER OF A ONE STORY WOOD FRAME WORK SHOP, 61.9 FEET SOUTH-
 QF0249'SOUTHEAST OF TELEPHONE POLE NUMBER 273, 31.6 FEET SOUTHWEST OF THE
 QF0249'CENTER LINE OF HIGHWAY, 3.8 FEET SOUTHWEST OF A POWER SUPPORT POLE
 QF0249'WITH TWO GUY WIRES ACROSS HIGHWAY. DISK IS 4 INCHES BELOW GROUND,
 QF0249'ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0527 ***********************************************************************
 RF0527  DESIGNATION -  Q 195
 RF0527  PID         -  RF0527
 RF0527  STATE/COUNTY-  ME/AROOSTOOK
 RF0527  USGS QUAD   -  MC NALLY RIDGE (1986)
 RF0527
 RF0527                         *CURRENT SURVEY CONTROL
 RF0527  ___________________________________________________________________
 RF0527* NAD 83(1986)-  46 19 24.     (N)    068 21 16.     (W)     SCALED    
 RF0527* NAVD 88     -       327.267  (meters)    1073.71   (feet)  ADJUSTED  
 RF0527  ___________________________________________________________________
 RF0527  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 RF0527  DYNAMIC HT  -         327.285 (meters)    1073.77  (feet)  COMP
 RF0527  MODELED GRAV-     980,659.5   (mgal)                       NAVD 88
 RF0527
 RF0527  VERT ORDER  -  FIRST     CLASS II
 RF0527
 RF0527.The horizontal coordinates were scaled from a topographic map and have
 RF0527.an estimated accuracy of +/- 6 seconds.
 RF0527
 RF0527.The orthometric height was determined by differential leveling
 RF0527.and adjusted by the National Geodetic Survey in June 1991..
 RF0527
 RF0527.The geoid height was determined by GEOID03.
 RF0527
 RF0527.The dynamic height is computed by dividing the NAVD 88
 RF0527.geopotential number by the normal gravity value computed on the
 RF0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0527.degrees latitude (g = 980.6199 gals.).
 RF0527
 RF0527.The modeled gravity was interpolated from observed gravity values.
 RF0527
 RF0527;                    North         East    Units  Estimated Accuracy
 RF0527;SPC ME E     -   295,220.      311,210.      MT  (+/- 180 meters Scaled)
 RF0527
 RF0527                          SUPERSEDED SURVEY CONTROL
 RF0527
 RF0527.No superseded survey control is available for this station.
 RF0527
 RF0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM496301(NAD 83)
 RF0527_MARKER: DB = BENCH MARK DISK
 RF0527_SETTING: 66 = SET IN ROCK OUTCROP
 RF0527_SP_SET: LEDGE
 RF0527_STAMPING: Q 195 1978
 RF0527_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0527+STABILITY: POSITION/ELEVATION WELL
 RF0527
 RF0527  HISTORY     - Date     Condition        Report By
 RF0527  HISTORY     - 1978     MONUMENTED       NGS
 RF0527
 RF0527                          STATION DESCRIPTION
 RF0527
 RF0527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0527'13.6 MI SOUTH FROM MASARDIS.
 RF0527'13.65 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE CONCRETE BRIDGE
 RF0527'OVER THE ST. CROIX STREAM AT MASARDIS, 1.7 MILES SOUTH OF A SMALL
 RF0527'BRIDGE OVER BLOODY BROOK, AT THE T-JUNCTION OF A DIRT ROAD LEADING
 RF0527'EAST TO LEVESQUE CAMPS, 148.0 FEET EAST OF THE CENTER LINE OF THE
 RF0527'HIGHWAY, 37.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 36.3 FEET
 RF0527'NORTH OF A 10-INCH TRIANGULAR BLAZED FIR TREE, IN THE TOP OF A
 RF0527'FLAT LEDGE FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0453 ***********************************************************************
 RF0453  DESIGNATION -  Q 196
 RF0453  PID         -  RF0453
 RF0453  STATE/COUNTY-  ME/AROOSTOOK
 RF0453  USGS QUAD   -  ASHLAND (1986)
 RF0453
 RF0453                         *CURRENT SURVEY CONTROL
 RF0453  ___________________________________________________________________
 RF0453* NAD 83(1986)-  46 38 29.     (N)    068 25 05.     (W)     SCALED    
 RF0453* NAVD 88     -       167.093  (meters)     548.20   (feet)  ADJUSTED  
 RF0453  ___________________________________________________________________
 RF0453  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 RF0453  DYNAMIC HT  -         167.109 (meters)     548.26  (feet)  COMP
 RF0453  MODELED GRAV-     980,711.1   (mgal)                       NAVD 88
 RF0453  OBS GRAVITY -     980,710.9   (mgal)                       GRAV_OBS
 RF0453
 RF0453  VERT ORDER  -  FIRST     CLASS II
 RF0453
 RF0453.The horizontal coordinates were scaled from a topographic map and have
 RF0453.an estimated accuracy of +/- 6 seconds.
 RF0453
 RF0453.The orthometric height was determined by differential leveling
 RF0453.and adjusted by the National Geodetic Survey in June 1991..
 RF0453
 RF0453.The geoid height was determined by GEOID03.
 RF0453
 RF0453.The dynamic height is computed by dividing the NAVD 88
 RF0453.geopotential number by the normal gravity value computed on the
 RF0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0453.degrees latitude (g = 980.6199 gals.).
 RF0453
 RF0453.The modeled gravity was interpolated from observed gravity values.
 RF0453.The observed gravity was obtained from relative gravimeter ties
 RF0453.to the IGSN71 gravity network.
 RF0453
 RF0453;                    North         East    Units  Estimated Accuracy
 RF0453;SPC ME E     -   330,570.      306,270.      MT  (+/- 180 meters Scaled)
 RF0453
 RF0453                          SUPERSEDED SURVEY CONTROL
 RF0453
 RF0453.No superseded survey control is available for this station.
 RF0453
 RF0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM445654(NAD 83)
 RF0453_MARKER: I = METAL ROD
 RF0453_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RF0453_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RF0453_STAMPING: Q 196 1978
 RF0453_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0453+STABILITY: POSITION/ELEVATION WELL
 RF0453
 RF0453  HISTORY     - Date     Condition        Report By
 RF0453  HISTORY     - 1978     MONUMENTED       NGS
 RF0453
 RF0453                          STATION DESCRIPTION
 RF0453
 RF0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0453'1.6 MI NW FROM ASHLAND.
 RF0453'1.6 MILES NORTHERLY ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT
 RF0453'ASHLAND, 28 FT. EAST-NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 RF0453'99 FT. SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALLER TWO-STORY
 RF0453'RESIDENCE, 7 FT. WEST OF TELEPHONE POLE NO. 60, THIS BENCH MARK HAS
 RF0453'BEEN DESIGNATED A BASIC NET A LEVEL LINE JUNCTION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0501 ***********************************************************************
 RF0501  DESIGNATION -  Q 197
 RF0501  PID         -  RF0501
 RF0501  STATE/COUNTY-  ME/AROOSTOOK
 RF0501  USGS QUAD   -  OAKFIELD (1986)
 RF0501
 RF0501                         *CURRENT SURVEY CONTROL
 RF0501  ___________________________________________________________________
 RF0501* NAD 83(1986)-  46 06 36.     (N)    068 09 39.     (W)     SCALED    
 RF0501* NAVD 88     -       169.702  (meters)     556.76   (feet)  ADJUSTED  
 RF0501  ___________________________________________________________________
 RF0501  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 RF0501  DYNAMIC HT  -         169.709 (meters)     556.79  (feet)  COMP
 RF0501  MODELED GRAV-     980,652.2   (mgal)                       NAVD 88
 RF0501  OBS GRAVITY -     980,652.1   (mgal)                       GRAV_OBS
 RF0501
 RF0501  VERT ORDER  -  FIRST     CLASS II
 RF0501
 RF0501.The horizontal coordinates were scaled from a topographic map and have
 RF0501.an estimated accuracy of +/- 6 seconds.
 RF0501
 RF0501.The orthometric height was determined by differential leveling
 RF0501.and adjusted by the National Geodetic Survey in June 1991..
 RF0501
 RF0501.The geoid height was determined by GEOID03.
 RF0501
 RF0501.The dynamic height is computed by dividing the NAVD 88
 RF0501.geopotential number by the normal gravity value computed on the
 RF0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0501.degrees latitude (g = 980.6199 gals.).
 RF0501
 RF0501.The modeled gravity was interpolated from observed gravity values.
 RF0501.The observed gravity was obtained from relative gravimeter ties
 RF0501.to the IGSN71 gravity network.
 RF0501
 RF0501;                    North         East    Units  Estimated Accuracy
 RF0501;SPC ME E     -   271,560.      326,220.      MT  (+/- 180 meters Scaled)
 RF0501
 RF0501                          SUPERSEDED SURVEY CONTROL
 RF0501
 RF0501.No superseded survey control is available for this station.
 RF0501
 RF0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM648066(NAD 83)
 RF0501_MARKER: DB = BENCH MARK DISK
 RF0501_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RF0501_SP_SET: CONCRETE PIER
 RF0501_STAMPING: Q 197 1978
 RF0501_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0501
 RF0501  HISTORY     - Date     Condition        Report By
 RF0501  HISTORY     - 1978     MONUMENTED       NGS
 RF0501
 RF0501                          STATION DESCRIPTION
 RF0501
 RF0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0501'1.35 MI SOUTH FROM SMYRNA MILLS.
 RF0501'1.35 MILES SOUTH ALONG THE OAKFIELD ROAD FROM THE JUNCTION OF U.S.
 RF0501'HIGHWAY 2 AT SMYRNA MILLS, AT THE SOUTH BOUND SPAN OF INTERSTATE
 RF0501'HIGHWAY 95, SET VERTICALLY IN THE NORTH FACE OF THE NORTH ONE OF
 RF0501'THE THREE SOUTHWEST CONCRETE PIERS, 29.5 FEET WEST OF THE CENTER
 RF0501'LINE OF THE ROAD, 4 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0513 ***********************************************************************
 PD0513  DESIGNATION -  Q 198
 PD0513  PID         -  PD0513
 PD0513  STATE/COUNTY-  ME/WASHINGTON
 PD0513  USGS QUAD   -  WEST LUBEC (1975)
 PD0513
 PD0513                         *CURRENT SURVEY CONTROL
 PD0513  ___________________________________________________________________
 PD0513* NAD 83(1986)-  44 51 40.     (N)    067 00 51.     (W)     SCALED    
 PD0513* NAVD 88     -        17.294  (meters)      56.74   (feet)  ADJUSTED  
 PD0513  ___________________________________________________________________
 PD0513  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 PD0513  DYNAMIC HT  -          17.294 (meters)      56.74  (feet)  COMP
 PD0513  MODELED GRAV-     980,623.9   (mgal)                       NAVD 88
 PD0513
 PD0513  VERT ORDER  -  FIRST     CLASS II
 PD0513
 PD0513.The horizontal coordinates were scaled from a topographic map and have
 PD0513.an estimated accuracy of +/- 6 seconds.
 PD0513
 PD0513.The orthometric height was determined by differential leveling
 PD0513.and adjusted by the National Geodetic Survey in June 1991..
 PD0513
 PD0513.The geoid height was determined by GEOID03.
 PD0513
 PD0513.The dynamic height is computed by dividing the NAVD 88
 PD0513.geopotential number by the normal gravity value computed on the
 PD0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0513.degrees latitude (g = 980.6199 gals.).
 PD0513
 PD0513.The modeled gravity was interpolated from observed gravity values.
 PD0513
 PD0513;                    North         East    Units  Estimated Accuracy
 PD0513;SPC ME E     -   133,780.      417,420.      MT  (+/- 180 meters Scaled)
 PD0513
 PD0513                          SUPERSEDED SURVEY CONTROL
 PD0513
 PD0513.No superseded survey control is available for this station.
 PD0513
 PD0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK568694(NAD 83)
 PD0513_MARKER: DB = BENCH MARK DISK
 PD0513_SETTING: 66 = SET IN ROCK OUTCROP
 PD0513_SP_SET: LEDGE
 PD0513_STAMPING: Q 198 1978
 PD0513_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0513+STABILITY: POSITION/ELEVATION WELL
 PD0513
 PD0513  HISTORY     - Date     Condition        Report By
 PD0513  HISTORY     - 1978     MONUMENTED       NGS
 PD0513
 PD0513                          STATION DESCRIPTION
 PD0513
 PD0513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PD0513'1.65 MI NORTH FROM LUBEC.
 PD0513'1.65 MILES NORTH ALONG THE NORTH LUBEC ROAD FROM THE JUNCTION OF
 PD0513'STATE HIGHWAY 189 AT LUBEC, 0.25 MILE NORTHEAST OF A 10-INCH METAL
 PD0513'PIPE CULVERT, AT THE SOUTHWEST SIDE OF THE FRONT YARD OF A 2-STORY
 PD0513'WOODEN FRAME HOUSE, IN THE TOP OF THE LOWER TIER OF A DOUBLE TIER
 PD0513'OF A 10 BY 8-FT. LEDGE, 3 FEET ABOVE GROUND, 75.7 FEET NORTHWEST
 PD0513'OF THE CENTER LINE OF THE ROAD, 92.0 FEET SOUTHWEST OF THE CENTER
 PD0513'LINE OF A DRIVEWAY, 70.6 FEET SOUTH OF THE SOUTH CORNER OF THE
 PD0513'HOUSE, 49.7 FEET NORTHWEST OF POWER POLE NUMBER 62 11.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0265 ***********************************************************************
 QG0265  DESIGNATION -  Q 2
 QG0265  PID         -  QG0265
 QG0265  STATE/COUNTY-  ME/PENOBSCOT
 QG0265  USGS QUAD   -  NINE MEADOW RIDGE (1988)
 QG0265
 QG0265                         *CURRENT SURVEY CONTROL
 QG0265  ___________________________________________________________________
 QG0265* NAD 83(1986)-  45 24 13.     (N)    068 35 14.     (W)     SCALED    
 QG0265* NAVD 88     -        84.842  (meters)     278.35   (feet)  ADJUSTED  
 QG0265  ___________________________________________________________________
 QG0265  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 QG0265  DYNAMIC HT  -          84.843 (meters)     278.36  (feet)  COMP
 QG0265  MODELED GRAV-     980,623.1   (mgal)                       NAVD 88
 QG0265
 QG0265  VERT ORDER  -  FIRST     CLASS II
 QG0265
 QG0265.The horizontal coordinates were scaled from a topographic map and have
 QG0265.an estimated accuracy of +/- 6 seconds.
 QG0265
 QG0265.The orthometric height was determined by differential leveling
 QG0265.and adjusted by the National Geodetic Survey in June 1991..
 QG0265
 QG0265.The geoid height was determined by GEOID03.
 QG0265
 QG0265.The dynamic height is computed by dividing the NAVD 88
 QG0265.geopotential number by the normal gravity value computed on the
 QG0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0265.degrees latitude (g = 980.6199 gals.).
 QG0265
 QG0265.The modeled gravity was interpolated from observed gravity values.
 QG0265
 QG0265;                    North         East    Units  Estimated Accuracy
 QG0265;SPC ME E     -   193,000.      293,170.      MT  (+/- 180 meters Scaled)
 QG0265
 QG0265                          SUPERSEDED SURVEY CONTROL
 QG0265
 QG0265  NGVD 29 (??/??/92)   85.019  (m)          278.93   (f) ADJ UNCH    1 2
 QG0265
 QG0265.Superseded values are not recommended for survey control.
 QG0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0265.See file dsdata.txt to determine how the superseded data were derived.
 QG0265
 QG0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL323278(NAD 83)
 QG0265_MARKER: DB = BENCH MARK DISK
 QG0265_SETTING: 80 = SET IN A BOULDER
 QG0265_SP_SET: BOULDER
 QG0265_STAMPING: Q 2 1916 ELEV 278.933 FT
 QG0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0265+STABILITY: SURFACE MOTION
 QG0265
 QG0265  HISTORY     - Date     Condition        Report By
 QG0265  HISTORY     - 1916     MONUMENTED       CGS
 QG0265  HISTORY     - 1959     GOOD             NGS
 QG0265
 QG0265                          STATION DESCRIPTION
 QG0265
 QG0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QG0265'0.4 MI SW FROM WOODARD.
 QG0265'0.4 MILE SOUTHWEST ALONG THE CANADIAN PACIFIC RAILWAY FROM THE
 QG0265'STATION AT WOODARD, ABOUT 0.65 MILE NORTHEAST OF A ROAD CROSSING,
 QG0265'13 RAILS SOUTHWEST OF THE SOUTHWEST END OF THE SIDING AT
 QG0265'WOODARD, 22.9 FEET NORTH-NORTHWEST OF THE NORTH-NORTHWEST RAIL,
 QG0265'59 1/2 FEET NORTH AND ACROSS THE TRACK FROM THE 3RD TELEPHONE
 QG0265'POLE SOUTHWEST OF MILEPOLE NO. 76, SET IN THE TOP OF A 6-BY-4 FOOT
 QG0265'EMBEDDED BOULDER PROJECTING 1 FOOT ABOVE THE GROUND AND ABOUT
 QG0265'LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0173 ***********************************************************************
 QF0173  DESIGNATION -  Q 20
 QF0173  PID         -  QF0173
 QF0173  STATE/COUNTY-  ME/AROOSTOOK
 QF0173  USGS QUAD   -  ORIENT (1989)
 QF0173
 QF0173                         *CURRENT SURVEY CONTROL
 QF0173  ___________________________________________________________________
 QF0173* NAD 83(1986)-  45 47 02.     (N)    067 51 32.     (W)     SCALED    
 QF0173* NAVD 88     -       179.460  (meters)     588.78   (feet)  ADJUSTED  
 QF0173  ___________________________________________________________________
 QF0173  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 QF0173  DYNAMIC HT  -         179.463 (meters)     588.79  (feet)  COMP
 QF0173  MODELED GRAV-     980,628.9   (mgal)                       NAVD 88
 QF0173
 QF0173  VERT ORDER  -  SECOND    CLASS 0
 QF0173
 QF0173.The horizontal coordinates were scaled from a topographic map and have
 QF0173.an estimated accuracy of +/- 6 seconds.
 QF0173
 QF0173.The orthometric height was determined by differential leveling
 QF0173.and adjusted by the National Geodetic Survey in June 1991..
 QF0173
 QF0173.The geoid height was determined by GEOID03.
 QF0173
 QF0173.The dynamic height is computed by dividing the NAVD 88
 QF0173.geopotential number by the normal gravity value computed on the
 QF0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0173.degrees latitude (g = 980.6199 gals.).
 QF0173
 QF0173.The modeled gravity was interpolated from observed gravity values.
 QF0173
 QF0173;                    North         East    Units  Estimated Accuracy
 QF0173;SPC ME E     -   235,460.      349,850.      MT  (+/- 180 meters Scaled)
 QF0173
 QF0173                          SUPERSEDED SURVEY CONTROL
 QF0173
 QF0173  NGVD 29 (??/??/92)  179.626  (m)          589.32   (f) ADJ UNCH    2 0
 QF0173
 QF0173.Superseded values are not recommended for survey control.
 QF0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0173.See file dsdata.txt to determine how the superseded data were derived.
 QF0173
 QF0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL887706(NAD 83)
 QF0173_MARKER: DB = BENCH MARK DISK
 QF0173_SETTING: 80 = SET IN A BOULDER
 QF0173_SP_SET: BOULDER
 QF0173_STAMPING: Q 20 1933
 QF0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0173+STABILITY: SURFACE MOTION
 QF0173
 QF0173  HISTORY     - Date     Condition        Report By
 QF0173  HISTORY     - 1933     MONUMENTED       CGS
 QF0173  HISTORY     - 1958     MARK NOT FOUND   NGS
 QF0173
 QF0173                          STATION DESCRIPTION
 QF0173
 QF0173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QF0173'2.8 MI SW FROM ORIENT.
 QF0173'2.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE
 QF0173'AT ORIENT, AROOSTOOK COUNTY, 130 YARDS SOUTHWEST OF THE LEON
 QF0173'FAULKNER FARMHOUSE, 50 YARDS SOUTHWEST OF THE APPLE ORCHARD,
 QF0173'30 YARDS NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND IN
 QF0173'THE TOP OF A GRANITE BOULDER ABOUT 10 FEET IN DIAMETER PROJECTING
 QF0173'4 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED 589.323 Q 20 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0307 ***********************************************************************
 QF0307  DESIGNATION -  Q 200
 QF0307  PID         -  QF0307
 QF0307  STATE/COUNTY-  ME/WASHINGTON
 QF0307  USGS QUAD   -  ROBBINSTON (1977)
 QF0307
 QF0307                         *CURRENT SURVEY CONTROL
 QF0307  ___________________________________________________________________
 QF0307* NAD 83(1986)-  45 03 57.     (N)    067 06 38.     (W)     SCALED    
 QF0307* NAVD 88     -        20.428  (meters)      67.02   (feet)  ADJUSTED  
 QF0307  ___________________________________________________________________
 QF0307  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 QF0307  DYNAMIC HT  -          20.428 (meters)      67.02  (feet)  COMP
 QF0307  MODELED GRAV-     980,623.8   (mgal)                       NAVD 88
 QF0307  OBS GRAVITY -     980,623.7   (mgal)                       GRAV_OBS
 QF0307
 QF0307  VERT ORDER  -  FIRST     CLASS II
 QF0307
 QF0307.The horizontal coordinates were scaled from a topographic map and have
 QF0307.an estimated accuracy of +/- 6 seconds.
 QF0307
 QF0307.The orthometric height was determined by differential leveling
 QF0307.and adjusted by the National Geodetic Survey in June 1991..
 QF0307
 QF0307.The geoid height was determined by GEOID03.
 QF0307
 QF0307.The dynamic height is computed by dividing the NAVD 88
 QF0307.geopotential number by the normal gravity value computed on the
 QF0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0307.degrees latitude (g = 980.6199 gals.).
 QF0307
 QF0307.The modeled gravity was interpolated from observed gravity values.
 QF0307.The observed gravity was obtained from relative gravimeter ties
 QF0307.to the IGSN71 gravity network.
 QF0307
 QF0307;                    North         East    Units  Estimated Accuracy
 QF0307;SPC ME E     -   156,400.      409,420.      MT  (+/- 180 meters Scaled)
 QF0307
 QF0307                          SUPERSEDED SURVEY CONTROL
 QF0307
 QF0307.No superseded survey control is available for this station.
 QF0307
 QF0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK487920(NAD 83)
 QF0307_MARKER: DB = BENCH MARK DISK
 QF0307_SETTING: 66 = SET IN ROCK OUTCROP
 QF0307_SP_SET: ROCK CUT
 QF0307_STAMPING: Q 200 1978
 QF0307_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0307+STABILITY: POSITION/ELEVATION WELL
 QF0307
 QF0307  HISTORY     - Date     Condition        Report By
 QF0307  HISTORY     - 1978     MONUMENTED       NGS
 QF0307
 QF0307                          STATION DESCRIPTION
 QF0307
 QF0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0307'0.9 MI SOUTH FROM ROBBINSTON.
 QF0307'0.9 MILE SOUTH ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 QF0307'ROBBINSTON, AT A TELEPHONE LINE CROSSING, 106.3 FEET SOUTHEAST
 QF0307'OF AND ACROSS THE HIGHWAY FROM POWER POLE NUMBER 9 436 WITH TWO
 QF0307'GUY WIRES, 53.6 FEET SOUTHEAST OF THE CENTER LINE OF HIGHWAY, 32.4
 QF0307'FEET SOUTH OF THE SOUTHEAST END OF A 24-INCH CONCRETE PIPE CULVERT,
 QF0307'10.0 FEET SOUTHEAST OF THE NORTHWEST EDGE OF CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0004 ***********************************************************************
 SF0004  DESIGNATION -  Q 22
 SF0004  PID         -  SF0004
 SF0004  STATE/COUNTY-  ME/AROOSTOOK
 SF0004  USGS QUAD   -  STOCKHOLM (1986)
 SF0004
 SF0004                         *CURRENT SURVEY CONTROL
 SF0004  ___________________________________________________________________
 SF0004* NAD 83(1986)-  47 05 18.     (N)    068 08 20.     (W)     SCALED    
 SF0004* NAVD 88     -       199.003  (meters)     652.90   (feet)  ADJUSTED  
 SF0004  ___________________________________________________________________
 SF0004  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 SF0004  DYNAMIC HT  -         199.029 (meters)     652.98  (feet)  COMP
 SF0004  MODELED GRAV-     980,740.3   (mgal)                       NAVD 88
 SF0004
 SF0004  VERT ORDER  -  SECOND    CLASS 0
 SF0004
 SF0004.The horizontal coordinates were scaled from a topographic map and have
 SF0004.an estimated accuracy of +/- 6 seconds.
 SF0004
 SF0004.The orthometric height was determined by differential leveling
 SF0004.and adjusted by the National Geodetic Survey in June 1991..
 SF0004
 SF0004.The geoid height was determined by GEOID03.
 SF0004
 SF0004.The dynamic height is computed by dividing the NAVD 88
 SF0004.geopotential number by the normal gravity value computed on the
 SF0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0004.degrees latitude (g = 980.6199 gals.).
 SF0004
 SF0004.The modeled gravity was interpolated from observed gravity values.
 SF0004
 SF0004;                    North         East    Units  Estimated Accuracy
 SF0004;SPC ME E     -   380,310.      327,420.      MT  (+/- 180 meters Scaled)
 SF0004
 SF0004                          SUPERSEDED SURVEY CONTROL
 SF0004
 SF0004  NGVD 29 (??/??/92)  199.179  (m)          653.47   (f) ADJ UNCH    2 0
 SF0004
 SF0004.Superseded values are not recommended for survey control.
 SF0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0004.See file dsdata.txt to determine how the superseded data were derived.
 SF0004
 SF0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN653153(NAD 83)
 SF0004_MARKER: Q = CHISELED SQUARE
 SF0004_SETTING: 80 = SET IN A BOULDER
 SF0004_SP_SET: BOULDER
 SF0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF0004+STABILITY: SURFACE MOTION
 SF0004
 SF0004  HISTORY     - Date     Condition        Report By
 SF0004  HISTORY     - UNK      MONUMENTED       CGS
 SF0004  HISTORY     - 1933     GOOD             NGS
 SF0004
 SF0004                          STATION DESCRIPTION
 SF0004
 SF0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 SF0004'14.3 MI SW FROM VAN BUREN.
 SF0004'14.3 MILES SOUTHWEST ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 SF0004'THE STATION AT VAN BUREN, AROOSTOOK COUNTY, AT STATION 245.3,
 SF0004'15 YARDS EAST OF THE CENTERLINE OF THE TRACK, ON THE TOP OF A
 SF0004'LARGE BOULDER, ONE FOOT SOUTH OF THE NORTH END, AND ABOUT ONE
 SF0004'YARD BELOW THE TOP OF THE RAIL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0859 ***********************************************************************
 QG0859  DESIGNATION -  Q 23
 QG0859  PID         -  QG0859
 QG0859  STATE/COUNTY-  ME/SOMERSET
 QG0859  USGS QUAD   -  INDIAN POND NORTH (1988)
 QG0859
 QG0859                         *CURRENT SURVEY CONTROL
 QG0859  ___________________________________________________________________
 QG0859* NAD 83(1986)-  45 36 26.     (N)    069 47 50.     (W)     SCALED    
 QG0859* NAVD 88     -       313.251  (meters)    1027.72   (feet)  ADJUSTED  
 QG0859  ___________________________________________________________________
 QG0859  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 QG0859  DYNAMIC HT  -         313.242 (meters)    1027.69  (feet)  COMP
 QG0859  MODELED GRAV-     980,577.0   (mgal)                       NAVD 88
 QG0859
 QG0859  VERT ORDER  -  SECOND    CLASS 0
 QG0859
 QG0859.The horizontal coordinates were scaled from a topographic map and have
 QG0859.an estimated accuracy of +/- 6 seconds.
 QG0859
 QG0859.The orthometric height was determined by differential leveling
 QG0859.and adjusted by the National Geodetic Survey in June 1991..
 QG0859
 QG0859.The geoid height was determined by GEOID03.
 QG0859
 QG0859.The dynamic height is computed by dividing the NAVD 88
 QG0859.geopotential number by the normal gravity value computed on the
 QG0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0859.degrees latitude (g = 980.6199 gals.).
 QG0859
 QG0859.The modeled gravity was interpolated from observed gravity values.
 QG0859
 QG0859;                    North         East    Units  Estimated Accuracy
 QG0859;SPC ME W     -   308,280.      928,820.      MT  (+/- 180 meters Scaled)
 QG0859
 QG0859                          SUPERSEDED SURVEY CONTROL
 QG0859
 QG0859  NGVD 29 (??/??/92)  313.417  (m)         1028.27   (f) ADJ UNCH    2 0
 QG0859
 QG0859.Superseded values are not recommended for survey control.
 QG0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0859.See file dsdata.txt to determine how the superseded data were derived.
 QG0859
 QG0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL378507(NAD 83)
 QG0859_MARKER: DB = BENCH MARK DISK
 QG0859_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QG0859_SP_SET: ABUTMENT
 QG0859_STAMPING: 1028.269 Q 23 1933
 QG0859_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG0859
 QG0859  HISTORY     - Date     Condition        Report By
 QG0859  HISTORY     - 1933     MONUMENTED       CGS
 QG0859  HISTORY     - 1953     GOOD             NGS
 QG0859  HISTORY     - 1977     GOOD             LOCENG
 QG0859
 QG0859                          STATION DESCRIPTION
 QG0859
 QG0859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 QG0859'0.2 MI E FROM SOMERSET JUNCTION.
 QG0859'0.2 MILE EAST ALONG THE CANADIAN PACIFIC RAILWAY FROM THE
 QG0859'STATION AT SOMERSET JUNCTION, IN THE TOP OF THE SOUTH END OF
 QG0859'EAST ABUTMENT OF RAILWAY BRIDGE OVER A PRIVATE ROAD FOLLOWING OLD
 QG0859'GRADE OF MAINE CENTRAL RAILROAD, 5 1/2 FEET SOUTH OF SOUTH
 QG0859'RAIL, 6.8 FEET EAST OF EAST END OF STEEL SPAN OF BRIDGE OVER ROAD,
 QG0859'1 1/4 FEET WEST OF WEST FACE OF CONCRETE CURBING AROUND TOP OF
 QG0859'WEST STONE ARCH SPAN OF BRIDGE OVER KENNEBEC RIVER, 1/2 FOOT
 QG0859'NORTH OF SOUTH EDGE OF ABUTMENT AND ABOUT 2 FEET BELOW LEVEL OF
 QG0859'TRACK.
 QG0859
 QG0859                          STATION RECOVERY (1977)
 QG0859
 QG0859'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 QG0859'R.R. STATION AT SOMERSET IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0005 ***********************************************************************
 PF0005  DESIGNATION -  Q 25
 PF0005  PID         -  PF0005
 PF0005  STATE/COUNTY-  ME/SOMERSET
 PF0005  USGS QUAD   -  NEW PORTLAND (1989)
 PF0005
 PF0005                         *CURRENT SURVEY CONTROL
 PF0005  ___________________________________________________________________
 PF0005* NAD 83(1986)-  44 55 48.     (N)    070 03 27.     (W)     SCALED    
 PF0005* NAVD 88     -       125.358  (meters)     411.28   (feet)  ADJUSTED  
 PF0005  ___________________________________________________________________
 PF0005  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 PF0005  DYNAMIC HT  -         125.348 (meters)     411.25  (feet)  COMP
 PF0005  MODELED GRAV-     980,540.8   (mgal)                       NAVD 88
 PF0005
 PF0005  VERT ORDER  -  SECOND    CLASS 0
 PF0005
 PF0005.The horizontal coordinates were scaled from a topographic map and have
 PF0005.an estimated accuracy of +/- 6 seconds.
 PF0005
 PF0005.The orthometric height was determined by differential leveling
 PF0005.and adjusted by the National Geodetic Survey in June 1991..
 PF0005
 PF0005.The geoid height was determined by GEOID03.
 PF0005
 PF0005.The dynamic height is computed by dividing the NAVD 88
 PF0005.geopotential number by the normal gravity value computed on the
 PF0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0005.degrees latitude (g = 980.6199 gals.).
 PF0005
 PF0005.The modeled gravity was interpolated from observed gravity values.
 PF0005
 PF0005;                    North         East    Units  Estimated Accuracy
 PF0005;SPC ME W     -   232,960.      908,620.      MT  (+/- 180 meters Scaled)
 PF0005
 PF0005                          SUPERSEDED SURVEY CONTROL
 PF0005
 PF0005  NGVD 29 (??/??/92)  125.521  (m)          411.81   (f) ADJ UNCH    2 0
 PF0005
 PF0005.Superseded values are not recommended for survey control.
 PF0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0005.See file dsdata.txt to determine how the superseded data were derived.
 PF0005
 PF0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK165757(NAD 83)
 PF0005_MARKER: DB = BENCH MARK DISK
 PF0005_SETTING: 80 = SET IN A BOULDER
 PF0005_SP_SET: BOULDER
 PF0005_STAMPING: 411.813 Q 25 1933
 PF0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0005+STABILITY: SURFACE MOTION
 PF0005
 PF0005  HISTORY     - Date     Condition        Report By
 PF0005  HISTORY     - 1933     MONUMENTED       CGS
 PF0005  HISTORY     - 1934     GOOD             NGS
 PF0005  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 PF0005
 PF0005                          STATION DESCRIPTION
 PF0005
 PF0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PF0005'2.1 MI NW FROM NORTH NEW PORTLAND.
 PF0005'2.1 MILES NORTHWEST ALONG STATE HIGHWAY 142 FROM THE POST OFFICE
 PF0005'AT NORTH NEW PORTLAND, SOMERSET COUNTY, 72 YARDS NORTH OF A
 PF0005'WOODEN BRIDGE OVER A SMALL STREAM, AT THE BOTTOM OF A SHORT
 PF0005'STEEP HILL, 20 YARDS WEST OF THE CENTER LINE OF THE HIGHWAY,
 PF0005'12 YARDS WEST OF A FENCE LINE, IN A PASTURE, IN THE TOP OF A
 PF0005'14-FOOT BOULDER, AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY.  A
 PF0005'STANDARD DISK, STAMPED 411.813 Q 25 1933.
 PF0005
 PF0005                          STATION RECOVERY (1934)
 PF0005
 PF0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PF0005'RECOVERED IN GOOD CONDITION.
 PF0005
 PF0005                          STATION RECOVERY (1986)
 PF0005
 PF0005'RECOVERY NOTE BY US POWER SQUADRON 1986 (WRM)
 PF0005'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0196 ***********************************************************************
 PF0196  DESIGNATION -  Q 26
 PF0196  PID         -  PF0196
 PF0196  STATE/COUNTY-  ME/OXFORD
 PF0196  USGS QUAD   -  BRYANT POND (1989)
 PF0196
 PF0196                         *CURRENT SURVEY CONTROL
 PF0196  ___________________________________________________________________
 PF0196* NAD 83(1986)-  44 29 20.     (N)    070 38 56.     (W)     SCALED    
 PF0196* NAVD 88     -       192.909  (meters)     632.90   (feet)  ADJUSTED  
 PF0196  ___________________________________________________________________
 PF0196  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 PF0196  DYNAMIC HT  -         192.886 (meters)     632.83  (feet)  COMP
 PF0196  MODELED GRAV-     980,495.8   (mgal)                       NAVD 88
 PF0196
 PF0196  VERT ORDER  -  SECOND    CLASS 0
 PF0196
 PF0196.The horizontal coordinates were scaled from a topographic map and have
 PF0196.an estimated accuracy of +/- 6 seconds.
 PF0196
 PF0196.The orthometric height was determined by differential leveling
 PF0196.and adjusted by the National Geodetic Survey in June 1991..
 PF0196
 PF0196.The geoid height was determined by GEOID03.
 PF0196
 PF0196.The dynamic height is computed by dividing the NAVD 88
 PF0196.geopotential number by the normal gravity value computed on the
 PF0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0196.degrees latitude (g = 980.6199 gals.).
 PF0196
 PF0196.The modeled gravity was interpolated from observed gravity values.
 PF0196
 PF0196;                    North         East    Units  Estimated Accuracy
 PF0196;SPC ME W     -   184,050.      861,640.      MT  (+/- 180 meters Scaled)
 PF0196
 PF0196                          SUPERSEDED SURVEY CONTROL
 PF0196
 PF0196  NGVD 29 (??/??/92)  193.059  (m)          633.39   (f) ADJ UNCH    2 0
 PF0196
 PF0196.Superseded values are not recommended for survey control.
 PF0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0196.See file dsdata.txt to determine how the superseded data were derived.
 PF0196
 PF0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK688274(NAD 83)
 PF0196_MARKER: DB = BENCH MARK DISK
 PF0196_SETTING: 80 = SET IN A BOULDER
 PF0196_SP_SET: BOULDER
 PF0196_STAMPING: 633.394 Q 26 1933
 PF0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0196+STABILITY: SURFACE MOTION
 PF0196
 PF0196  HISTORY     - Date     Condition        Report By
 PF0196  HISTORY     - 1933     MONUMENTED       CGS
 PF0196  HISTORY     - 1934     GOOD             NGS
 PF0196
 PF0196                          STATION DESCRIPTION
 PF0196
 PF0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PF0196'2.6 MI SW FROM RUMFORD CENTER.
 PF0196'2.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF
 PF0196'A BLACK-SURFACED ROAD LEADING NORTHWEST AT RUMFORD CENTER,
 PF0196'OXFORD COUNTY, IN THE EDGE OF A WOODS ON THE NORTHEAST SIDE OF
 PF0196'THE HIGHWAY, 6 YARDS NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 PF0196'IN THE TOP OF A JAGGED EMBEDDED BOULDER, AND ABOUT 8 FEET HIGHER
 PF0196'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED 633.394 Q 26 1933.
 PF0196
 PF0196                          STATION RECOVERY (1934)
 PF0196
 PF0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PF0196'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0189 ***********************************************************************
 PF0189  DESIGNATION -  Q 28
 PF0189  PID         -  PF0189
 PF0189  STATE/COUNTY-  ME/CUMBERLAND
 PF0189  USGS QUAD   -  NORWAY (1983)
 PF0189
 PF0189                         *CURRENT SURVEY CONTROL
 PF0189  ___________________________________________________________________
 PF0189* NAD 83(1986)-  44 09 13.     (N)    070 36 14.     (W)     SCALED    
 PF0189* NAVD 88     -       120.830  (meters)     396.42   (feet)  ADJUSTED  
 PF0189  ___________________________________________________________________
 PF0189  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 PF0189  DYNAMIC HT  -         120.813 (meters)     396.37  (feet)  COMP
 PF0189  MODELED GRAV-     980,472.0   (mgal)                       NAVD 88
 PF0189
 PF0189  VERT ORDER  -  SECOND    CLASS 0
 PF0189
 PF0189.The horizontal coordinates were scaled from a topographic map and have
 PF0189.an estimated accuracy of +/- 6 seconds.
 PF0189
 PF0189.The orthometric height was determined by differential leveling
 PF0189.and adjusted by the National Geodetic Survey in June 1991..
 PF0189
 PF0189.The geoid height was determined by GEOID03.
 PF0189
 PF0189.The dynamic height is computed by dividing the NAVD 88
 PF0189.geopotential number by the normal gravity value computed on the
 PF0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0189.degrees latitude (g = 980.6199 gals.).
 PF0189
 PF0189.The modeled gravity was interpolated from observed gravity values.
 PF0189
 PF0189;                    North         East    Units  Estimated Accuracy
 PF0189;SPC ME W     -   146,770.      865,020.      MT  (+/- 180 meters Scaled)
 PF0189
 PF0189                          SUPERSEDED SURVEY CONTROL
 PF0189
 PF0189  NGVD 29 (??/??/92)  121.003  (m)          396.99   (f) ADJ UNCH    2 0
 PF0189
 PF0189.Superseded values are not recommended for survey control.
 PF0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0189.See file dsdata.txt to determine how the superseded data were derived.
 PF0189
 PF0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ717901(NAD 83)
 PF0189_MARKER: DB = BENCH MARK DISK
 PF0189_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PF0189_SP_SET: ABUTMENT
 PF0189_STAMPING: Q 28 1935
 PF0189_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0189_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PF0189+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2004
 PF0189
 PF0189  HISTORY     - Date     Condition        Report By
 PF0189  HISTORY     - 1935     MONUMENTED       CGS
 PF0189  HISTORY     - 20040428 GOOD             GEOCAC
 PF0189
 PF0189                          STATION DESCRIPTION
 PF0189
 PF0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PF0189'5.2 MI NE FROM HARRISON.
 PF0189'IN OXFORD COUNTY, ABOUT 5.2 MILES NORTHEAST ALONG STATE HIGHWAY
 PF0189'117 FROM THE POST OFFICE AT HARRISON, CUMBERLAND COUNTY, AT THE
 PF0189'OTISFIED-HARRISON TOWN LINE, ABOUT 57 YARDS EAST OF THE CENTER
 PF0189'LINE OF A GRADED ROAD LEADING TO BOLSTERS MILLS, AND IN THE TOP
 PF0189'OF THE SOUTH END OF THE EAST ABUTMENT OF A CONCRETE BRIDGE
 PF0189'OVER A CREEK.  A STANDARD DISK, STAMPED Q 28 1935.
 PF0189
 PF0189                          STATION RECOVERY (2004)
 PF0189
 PF0189'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 PF0189'RECOVERED IN GOOD CONDITION.
 PF0189' 
 PF0189'THE REFERENCED BRIDGE WAS TORN DOWN AND REPLACED IN 1986. THE MARKER
 PF0189'CAN BE FOUND AT THE SAME DESCRIBED LOCATION BUT IS NOW STAMPED Q 28
 PF0189'RESET 1986
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0056 ***********************************************************************
 PF0056  DESIGNATION -  Q 29
 PF0056  PID         -  PF0056
 PF0056  STATE/COUNTY-  ME/FRANKLIN
 PF0056  USGS QUAD   -  FARMINGTON (1968)
 PF0056
 PF0056                         *CURRENT SURVEY CONTROL
 PF0056  ___________________________________________________________________
 PF0056* NAD 83(1986)-  44 41 15.     (N)    070 09 22.     (W)     SCALED    
 PF0056* NAVD 88     -       127.332  (meters)     417.76   (feet)  ADJUSTED  
 PF0056  ___________________________________________________________________
 PF0056  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 PF0056  DYNAMIC HT  -         127.321 (meters)     417.72  (feet)  COMP
 PF0056  MODELED GRAV-     980,530.5   (mgal)                       NAVD 88
 PF0056
 PF0056  VERT ORDER  -  SECOND    CLASS 0
 PF0056
 PF0056.The horizontal coordinates were scaled from a topographic map and have
 PF0056.an estimated accuracy of +/- 6 seconds.
 PF0056
 PF0056.The orthometric height was determined by differential leveling
 PF0056.and adjusted by the National Geodetic Survey in June 1991..
 PF0056
 PF0056.The geoid height was determined by GEOID03.
 PF0056
 PF0056.The dynamic height is computed by dividing the NAVD 88
 PF0056.geopotential number by the normal gravity value computed on the
 PF0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0056.degrees latitude (g = 980.6199 gals.).
 PF0056
 PF0056.The modeled gravity was interpolated from observed gravity values.
 PF0056
 PF0056;                    North         East    Units  Estimated Accuracy
 PF0056;SPC ME W     -   206,010.      900,840.      MT  (+/- 180 meters Scaled)
 PF0056
 PF0056                          SUPERSEDED SURVEY CONTROL
 PF0056
 PF0056  NGVD 29 (??/??/92)  127.474  (m)          418.22   (f) ADJ UNCH    2 0
 PF0056
 PF0056.Superseded values are not recommended for survey control.
 PF0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0056.See file dsdata.txt to determine how the superseded data were derived.
 PF0056
 PF0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK083488(NAD 83)
 PF0056_MARKER: DB = BENCH MARK DISK
 PF0056_SETTING: 0 = UNSPECIFIED SETTING
 PF0056_STAMPING: Q 29 1935
 PF0056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PF0056
 PF0056  HISTORY     - Date     Condition        Report By
 PF0056  HISTORY     - 1935     MONUMENTED       CGS
 PF0056
 PF0056                          STATION DESCRIPTION
 PF0056
 PF0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PF0056'1.2 MI NW FROM FARMINGTON.
 PF0056'1.2 MILES NORTHWEST ALONG STATE HIGHWAY 4 FROM THE COUNTY COURTHOUSE
 PF0056'AT FARMINGTON, FRANKLIN COUNTY, 35 FEET SOUTHEAST OF THE
 PF0056'CENTERLINE OF THE HIGHWAY, 21 FEET SOUTH OF THE CENTERLINE OF A
 PF0056'DRIVE WAY TO A HOUSE, 5 FEET NORTHEAST OF A 12-INCH TREE, AND IN
 PF0056'LINE WITH A ROW OF TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0152 ***********************************************************************
 QF0152  DESIGNATION -  Q 3
 QF0152  PID         -  QF0152
 QF0152  STATE/COUNTY-  ME/WASHINGTON
 QF0152  USGS QUAD   -  FOREST (1988)
 QF0152
 QF0152                         *CURRENT SURVEY CONTROL
 QF0152  ___________________________________________________________________
 QF0152* NAD 83(1986)-  45 32 51.     (N)    067 39 38.     (W)     SCALED    
 QF0152* NAVD 88     -       114.544  (meters)     375.80   (feet)  ADJUSTED  
 QF0152  ___________________________________________________________________
 QF0152  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 QF0152  DYNAMIC HT  -         114.544 (meters)     375.80  (feet)  COMP
 QF0152  MODELED GRAV-     980,608.4   (mgal)                       NAVD 88
 QF0152
 QF0152  VERT ORDER  -  FIRST     CLASS II
 QF0152
 QF0152.The horizontal coordinates were scaled from a topographic map and have
 QF0152.an estimated accuracy of +/- 6 seconds.
 QF0152
 QF0152.The orthometric height was determined by differential leveling
 QF0152.and adjusted by the National Geodetic Survey in June 1991..
 QF0152
 QF0152.The geoid height was determined by GEOID03.
 QF0152
 QF0152.The dynamic height is computed by dividing the NAVD 88
 QF0152.geopotential number by the normal gravity value computed on the
 QF0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0152.degrees latitude (g = 980.6199 gals.).
 QF0152
 QF0152.The modeled gravity was interpolated from observed gravity values.
 QF0152
 QF0152;                    North         East    Units  Estimated Accuracy
 QF0152;SPC ME E     -   209,330.      365,550.      MT  (+/- 180 meters Scaled)
 QF0152
 QF0152                          SUPERSEDED SURVEY CONTROL
 QF0152
 QF0152.No superseded survey control is available for this station.
 QF0152
 QF0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL045446(NAD 83)
 QF0152_MARKER: DB = BENCH MARK DISK
 QF0152_SETTING: 80 = SET IN A BOULDER
 QF0152_SP_SET: BOULDER
 QF0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0152+STABILITY: SURFACE MOTION
 QF0152
 QF0152  HISTORY     - Date     Condition        Report By
 QF0152  HISTORY     - UNK      MONUMENTED       CGS
 QF0152  HISTORY     - 1916     GOOD             NGS
 QF0152
 QF0152                          STATION DESCRIPTION
 QF0152
 QF0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1916
 QF0152'4.1 MI SE FROM FOREST.
 QF0152'ABOUT 4.1 MILES SOUTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM
 QF0152'FOREST, WASHINGTON COUNTY, 4 POLES SOUTHEAST OF MILEPOST V-13,
 QF0152'14 RAILS SOUTHEAST OF MILEPOST V-13, 3 RAILS SOUTHEAST OF
 QF0152'SEMAPHORE SIGNAL E2380, 10 RAILS NORTHWEST OF THE NORTHWEST
 QF0152'SIDING SWITCH AT TOMAH, AND ABOUT 10 YARDS SOUTHWEST OF THE
 QF0152'CENTER LINE OF THE TRACK IN A BOULDER, ABOUT 3 FEET IN DIAMETER,
 QF0152'AND ABOUT 2 FEET ABOVE THE GROUND SURFACE.  A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1165 ***********************************************************************
 PE1165  DESIGNATION -  Q 30
 PE1165  PID         -  PE1165
 PE1165  STATE/COUNTY-  ME/SAGADAHOC
 PE1165  USGS QUAD   -  RICHMOND (1980)
 PE1165
 PE1165                         *CURRENT SURVEY CONTROL
 PE1165  ___________________________________________________________________
 PE1165* NAD 83(1986)-  44 00 43.     (N)    069 52 11.     (W)     SCALED    
 PE1165* NAVD 88     -        11.087  (meters)      36.37   (feet)  ADJUSTED  
 PE1165  ___________________________________________________________________
 PE1165  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 PE1165  DYNAMIC HT  -          11.086 (meters)      36.37  (feet)  COMP
 PE1165  MODELED GRAV-     980,521.8   (mgal)                       NAVD 88
 PE1165
 PE1165  VERT ORDER  -  SECOND    CLASS 0
 PE1165
 PE1165.The horizontal coordinates were scaled from a topographic map and have
 PE1165.an estimated accuracy of +/- 6 seconds.
 PE1165
 PE1165.The orthometric height was determined by differential leveling
 PE1165.and adjusted by the National Geodetic Survey in June 1991..
 PE1165
 PE1165.The geoid height was determined by GEOID03.
 PE1165
 PE1165.The dynamic height is computed by dividing the NAVD 88
 PE1165.geopotential number by the normal gravity value computed on the
 PE1165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1165.degrees latitude (g = 980.6199 gals.).
 PE1165
 PE1165.The modeled gravity was interpolated from observed gravity values.
 PE1165
 PE1165;                    North         East    Units  Estimated Accuracy
 PE1165;SPC ME W     -   130,980.      923,810.      MT  (+/- 180 meters Scaled)
 PE1165
 PE1165                          SUPERSEDED SURVEY CONTROL
 PE1165
 PE1165  NGVD 29 (??/??/92)   11.293  (m)           37.05   (f) ADJ UNCH    2 0
 PE1165
 PE1165.Superseded values are not recommended for survey control.
 PE1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1165.See file dsdata.txt to determine how the superseded data were derived.
 PE1165
 PE1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ302735(NAD 83)
 PE1165_MARKER: DB = BENCH MARK DISK
 PE1165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1165_STAMPING: Q 30 1935
 PE1165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1165+STABILITY: SURFACE MOTION
 PE1165
 PE1165  HISTORY     - Date     Condition        Report By
 PE1165  HISTORY     - 1935     MONUMENTED       CGS
 PE1165  HISTORY     - 1963     GOOD             NGS
 PE1165
 PE1165                          STATION DESCRIPTION
 PE1165
 PE1165'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE1165'1.4 MI E FROM BOWDOINHAM.
 PE1165'1.4 MILES EAST ALONG THE MAINE CENTRAL RAILROAD FROM THE STATION
 PE1165'AT BOWDOINHAM, SAGADAHOC COUNTY, 60 FEET NORTHWEST OF THE
 PE1165'CENTER OF A ROAD CROSSING, AND 23 FEET NORTH OF THE NORTH RAIL.
 PE1165'A STANDARD DISK, STAMPED Q 30 1935 AND SET IN THE TOP OF A
 PE1165'CONCRETE POST FLUSH WITH THE GROUND.
 PE1165
 PE1165                          STATION RECOVERY (1963)
 PE1165
 PE1165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 PE1165'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1214 ***********************************************************************
 PE1214  DESIGNATION -  Q 31
 PE1214  PID         -  PE1214
 PE1214  STATE/COUNTY-  ME/KENNEBEC
 PE1214  USGS QUAD   -  VASSALBORO (1988)
 PE1214
 PE1214                         *CURRENT SURVEY CONTROL
 PE1214  ___________________________________________________________________
 PE1214* NAD 83(1986)-  44 28 46.     (N)    069 40 55.     (W)     SCALED    
 PE1214* NAVD 88     -        16.676  (meters)      54.71   (feet)  ADJUSTED  
 PE1214  ___________________________________________________________________
 PE1214  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 PE1214  DYNAMIC HT  -          16.675 (meters)      54.71  (feet)  COMP
 PE1214  MODELED GRAV-     980,542.7   (mgal)                       NAVD 88
 PE1214
 PE1214  VERT ORDER  -  SECOND    CLASS 0
 PE1214
 PE1214.The horizontal coordinates were scaled from a topographic map and have
 PE1214.an estimated accuracy of +/- 6 seconds.
 PE1214
 PE1214.The orthometric height was determined by differential leveling
 PE1214.and adjusted by the National Geodetic Survey in June 1991..
 PE1214
 PE1214.The geoid height was determined by GEOID03.
 PE1214
 PE1214.The dynamic height is computed by dividing the NAVD 88
 PE1214.geopotential number by the normal gravity value computed on the
 PE1214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1214.degrees latitude (g = 980.6199 gals.).
 PE1214
 PE1214.The modeled gravity was interpolated from observed gravity values.
 PE1214
 PE1214;                    North         East    Units  Estimated Accuracy
 PE1214;SPC ME W     -   183,000.      938,560.      MT  (+/- 180 meters Scaled)
 PE1214
 PE1214                          SUPERSEDED SURVEY CONTROL
 PE1214
 PE1214  NGVD 29 (??/??/92)   16.896  (m)           55.43   (f) ADJ UNCH    2 0
 PE1214
 PE1214.Superseded values are not recommended for survey control.
 PE1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1214.See file dsdata.txt to determine how the superseded data were derived.
 PE1214
 PE1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK457253(NAD 83)
 PE1214_MARKER: DB = BENCH MARK DISK
 PE1214_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE1214_SP_SET: CULVERT
 PE1214_STAMPING: Q 31 1935
 PE1214_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE1214
 PE1214  HISTORY     - Date     Condition        Report By
 PE1214  HISTORY     - 1935     MONUMENTED       CGS
 PE1214
 PE1214                          STATION DESCRIPTION
 PE1214
 PE1214'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE1214'1.3 MI NE FROM VASSALBORO.
 PE1214'1.3 MILES NORTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE1214'STATION AT VASSALBORO, KENNEBEC COUNTY, 7 POLES NORTHEAST OF
 PE1214'MILEPOST P 75, 3 POLES SOUTHWEST OF SIGNAL 75+2, 9.3 FEET
 PE1214'SOUTHEAST OF THE SOUTHEAST RAIL, AND IN THE TOP OF THE EAST END
 PE1214'OF A CULVERT.  A STANDARAD DISK, STAMPED Q 31 1935 AND FLUSH
 PE1214'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0765 ***********************************************************************
 QG0765  DESIGNATION -  Q 32
 QG0765  PID         -  QG0765
 QG0765  STATE/COUNTY-  ME/PISCATAQUIS
 QG0765  USGS QUAD   -  GARLAND (1983)
 QG0765
 QG0765                         *CURRENT SURVEY CONTROL
 QG0765  ___________________________________________________________________
 QG0765* NAD 83(1986)-  45 06 04.     (N)    069 14 26.     (W)     SCALED    
 QG0765* NAVD 88     -       146.978  (meters)     482.21   (feet)  ADJUSTED  
 QG0765  ___________________________________________________________________
 QG0765  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 QG0765  DYNAMIC HT  -         146.974 (meters)     482.20  (feet)  COMP
 QG0765  MODELED GRAV-     980,582.7   (mgal)                       NAVD 88
 QG0765
 QG0765  VERT ORDER  -  SECOND    CLASS 0
 QG0765
 QG0765.The horizontal coordinates were scaled from a topographic map and have
 QG0765.an estimated accuracy of +/- 6 seconds.
 QG0765
 QG0765.The orthometric height was determined by differential leveling
 QG0765.and adjusted by the National Geodetic Survey in June 1991..
 QG0765
 QG0765.The geoid height was determined by GEOID03.
 QG0765
 QG0765.The dynamic height is computed by dividing the NAVD 88
 QG0765.geopotential number by the normal gravity value computed on the
 QG0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0765.degrees latitude (g = 980.6199 gals.).
 QG0765
 QG0765.The modeled gravity was interpolated from observed gravity values.
 QG0765
 QG0765;                    North         East    Units  Estimated Accuracy
 QG0765;SPC ME E     -   159,650.      241,720.      MT  (+/- 180 meters Scaled)
 QG0765
 QG0765                          SUPERSEDED SURVEY CONTROL
 QG0765
 QG0765  NGVD 29 (??/??/92)  147.162  (m)          482.81   (f) ADJ UNCH    2 0
 QG0765
 QG0765.Superseded values are not recommended for survey control.
 QG0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0765.See file dsdata.txt to determine how the superseded data were derived.
 QG0765
 QG0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK810942(NAD 83)
 QG0765_MARKER: DB = BENCH MARK DISK
 QG0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0765_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0765_STAMPING: Q 32 1935
 QG0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0765+STABILITY: SURFACE MOTION
 QG0765
 QG0765  HISTORY     - Date     Condition        Report By
 QG0765  HISTORY     - 1935     MONUMENTED       CGS
 QG0765  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 QG0765
 QG0765                          STATION DESCRIPTION
 QG0765
 QG0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QG0765'1.3 MI N FROM SILVERS MILLS.
 QG0765'IN PISCATAQUIS COUNTY, ABOUT 1.3 MILES NORTH ALONG THE MAINE
 QG0765'CENTRAL RAILROAD FROM THE STATION AT SILVERS MILLS, PENOBSCOT
 QG0765'COUNTY, ABOUT 200 YARDS SOUTH OF MILEPOST F 8, BETWEEN TWO
 QG0765'COUNTRY ROAD CROSSINGS, ABOUT 100 YARDS NORTH OF THE CENTER OF THE
 QG0765'SOUTH CROSSING, 48 FEET SOUTHWEST OF THE CENTER OF THE NORTH
 QG0765'CROSSING, 28 FEET WEST OF THE WEST RAIL, 5 FEET SOUTHEAST OF
 QG0765'THE RIGHT-OF-WAY FENCE CORNER, AND 2 FEET EAST OF THE FENCE LINE.
 QG0765'A STANDARD DISK, STAMPED Q 32 1935 AND SET IN THE TOP OF A CONCRETE
 QG0765'POST PROJECTING ABOUT 1/2 FOOT ABOVE GROUND.
 QG0765
 QG0765                          STATION RECOVERY (1988)
 QG0765
 QG0765'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 QG0765'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0723 ***********************************************************************
 QG0723  DESIGNATION -  Q 33
 QG0723  PID         -  QG0723
 QG0723  STATE/COUNTY-  ME/PISCATAQUIS
 QG0723  USGS QUAD   -  GUILFORD (1984)
 QG0723
 QG0723                         *CURRENT SURVEY CONTROL
 QG0723  ___________________________________________________________________
 QG0723* NAD 83(1986)-  45 12 51.     (N)    069 29 02.     (W)     SCALED    
 QG0723* NAVD 88     -       145.217  (meters)     476.43   (feet)  ADJUSTED  
 QG0723  ___________________________________________________________________
 QG0723  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 QG0723  DYNAMIC HT  -         145.211 (meters)     476.41  (feet)  COMP
 QG0723  MODELED GRAV-     980,578.0   (mgal)                       NAVD 88
 QG0723
 QG0723  VERT ORDER  -  SECOND    CLASS 0
 QG0723
 QG0723.The horizontal coordinates were scaled from a topographic map and have
 QG0723.an estimated accuracy of +/- 6 seconds.
 QG0723
 QG0723.The orthometric height was determined by differential leveling
 QG0723.and adjusted by the National Geodetic Survey in June 1991..
 QG0723
 QG0723.The geoid height was determined by GEOID03.
 QG0723
 QG0723.The dynamic height is computed by dividing the NAVD 88
 QG0723.geopotential number by the normal gravity value computed on the
 QG0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0723.degrees latitude (g = 980.6199 gals.).
 QG0723
 QG0723.The modeled gravity was interpolated from observed gravity values.
 QG0723
 QG0723;                    North         East    Units  Estimated Accuracy
 QG0723;SPC ME E     -   172,410.      222,720.      MT  (+/- 180 meters Scaled)
 QG0723
 QG0723                          SUPERSEDED SURVEY CONTROL
 QG0723
 QG0723  NGVD 29 (??/??/92)  145.407  (m)          477.06   (f) ADJ UNCH    2 0
 QG0723
 QG0723.Superseded values are not recommended for survey control.
 QG0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0723.See file dsdata.txt to determine how the superseded data were derived.
 QG0723
 QG0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL620068(NAD 83)
 QG0723_MARKER: DB = BENCH MARK DISK
 QG0723_SETTING: 80 = SET IN A BOULDER
 QG0723_SP_SET: BOULDER
 QG0723_STAMPING: Q 33 1935
 QG0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0723+STABILITY: SURFACE MOTION
 QG0723
 QG0723  HISTORY     - Date     Condition        Report By
 QG0723  HISTORY     - 1935     MONUMENTED       CGS
 QG0723
 QG0723                          STATION DESCRIPTION
 QG0723
 QG0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QG0723'0.7 MI NW FROM MONSON JUNCTION.
 QG0723'0.7 MILE NORTHWEST ALONG THE BANGOR AND AROOSTOOK RAILROAD
 QG0723'FROM THE STATION AT MONSON JUNCTION, PISCATAQUIS COUNTY, 80
 QG0723'YARDS SOUTHEAST OF MILEPOST 28, 36.1 FEET SOUTHWEST OF THE
 QG0723'SOUTHWEST RAIL, IN THE TOP OF A LARGE BOULDER AND ABOUT LEVEL
 QG0723'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0753 ***********************************************************************
 QG0753  DESIGNATION -  Q 34
 QG0753  PID         -  QG0753
 QG0753  STATE/COUNTY-  ME/PISCATAQUIS
 QG0753  USGS QUAD   -  SOUTH SEBEC (1983)
 QG0753
 QG0753                         *CURRENT SURVEY CONTROL
 QG0753  ___________________________________________________________________
 QG0753* NAD 83(1986)-  45 12 37.     (N)    069 02 34.     (W)     SCALED    
 QG0753* NAVD 88     -        91.670  (meters)     300.75   (feet)  ADJUSTED  
 QG0753  ___________________________________________________________________
 QG0753  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 QG0753  DYNAMIC HT  -          91.669 (meters)     300.75  (feet)  COMP
 QG0753  MODELED GRAV-     980,597.1   (mgal)                       NAVD 88
 QG0753
 QG0753  VERT ORDER  -  SECOND    CLASS 0
 QG0753
 QG0753.The horizontal coordinates were scaled from a topographic map and have
 QG0753.an estimated accuracy of +/- 6 seconds.
 QG0753
 QG0753.The orthometric height was determined by differential leveling
 QG0753.and adjusted by the National Geodetic Survey in June 1991..
 QG0753
 QG0753.The geoid height was determined by GEOID03.
 QG0753
 QG0753.The dynamic height is computed by dividing the NAVD 88
 QG0753.geopotential number by the normal gravity value computed on the
 QG0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0753.degrees latitude (g = 980.6199 gals.).
 QG0753
 QG0753.The modeled gravity was interpolated from observed gravity values.
 QG0753
 QG0753;                    North         East    Units  Estimated Accuracy
 QG0753;SPC ME E     -   171,650.      257,370.      MT  (+/- 180 meters Scaled)
 QG0753
 QG0753                          SUPERSEDED SURVEY CONTROL
 QG0753
 QG0753  NGVD 29 (??/??/92)   91.830  (m)          301.28   (f) ADJ UNCH    2 0
 QG0753
 QG0753.Superseded values are not recommended for survey control.
 QG0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0753.See file dsdata.txt to determine how the superseded data were derived.
 QG0753
 QG0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL966063(NAD 83)
 QG0753_MARKER: DB = BENCH MARK DISK
 QG0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0753_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0753_STAMPING: Q 34 1935
 QG0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0753+STABILITY: SURFACE MOTION
 QG0753
 QG0753  HISTORY     - Date     Condition        Report By
 QG0753  HISTORY     - 1935     MONUMENTED       CGS
 QG0753  HISTORY     - 1978     MARK NOT FOUND   NGS
 QG0753
 QG0753                          STATION DESCRIPTION
 QG0753
 QG0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QG0753'1.8 MI E FROM SOUTH SEBEC.
 QG0753'1.8 MILES EAST ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 QG0753'THE STATION AT SOUTH SEBEC, PISCATAQUIS COUNTY, 14.5 FEET
 QG0753'SOUTHEAST OF MILEPOST 4, OPPOSITE A CURVE, AND 22.1 FEET SOUTH
 QG0753'OF THE SOUTH RAIL.  A STANDARD DISK, STAMPED Q 34 1935 AND
 QG0753'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 QG0753'GROUND.
 QG0753
 QG0753                          STATION RECOVERY (1978)
 QG0753
 QG0753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0753'MARK SEARCHED BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0067 ***********************************************************************
 RF0067  DESIGNATION -  Q 36
 RF0067  PID         -  RF0067
 RF0067  STATE/COUNTY-  ME/AROOSTOOK
 RF0067  USGS QUAD   -  MAPLETON (1984)
 RF0067
 RF0067                         *CURRENT SURVEY CONTROL
 RF0067  ___________________________________________________________________
 RF0067* NAD 83(1986)-  46 39 20.     (N)    068 09 30.     (W)     SCALED    
 RF0067* NAVD 88     -       163.776  (meters)     537.32   (feet)  ADJUSTED  
 RF0067  ___________________________________________________________________
 RF0067  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 RF0067  DYNAMIC HT  -         163.792 (meters)     537.37  (feet)  COMP
 RF0067  MODELED GRAV-     980,708.0   (mgal)                       NAVD 88
 RF0067
 RF0067  VERT ORDER  -  SECOND    CLASS 0
 RF0067
 RF0067.The horizontal coordinates were scaled from a topographic map and have
 RF0067.an estimated accuracy of +/- 6 seconds.
 RF0067
 RF0067.The orthometric height was determined by differential leveling
 RF0067.and adjusted by the National Geodetic Survey in June 1991..
 RF0067
 RF0067.The geoid height was determined by GEOID03.
 RF0067
 RF0067.The dynamic height is computed by dividing the NAVD 88
 RF0067.geopotential number by the normal gravity value computed on the
 RF0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0067.degrees latitude (g = 980.6199 gals.).
 RF0067
 RF0067.The modeled gravity was interpolated from observed gravity values.
 RF0067
 RF0067;                    North         East    Units  Estimated Accuracy
 RF0067;SPC ME E     -   332,190.      326,150.      MT  (+/- 180 meters Scaled)
 RF0067
 RF0067                          SUPERSEDED SURVEY CONTROL
 RF0067
 RF0067  NGVD 29 (??/??/92)  163.959  (m)          537.92   (f) ADJ UNCH    2 0
 RF0067
 RF0067.Superseded values are not recommended for survey control.
 RF0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0067.See file dsdata.txt to determine how the superseded data were derived.
 RF0067
 RF0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM643672(NAD 83)
 RF0067_MARKER: DB = BENCH MARK DISK
 RF0067_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RF0067_SP_SET: CULVERT
 RF0067_STAMPING: Q 36 1935
 RF0067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RF0067
 RF0067  HISTORY     - Date     Condition        Report By
 RF0067  HISTORY     - 1935     MONUMENTED       CGS
 RF0067
 RF0067                          STATION DESCRIPTION
 RF0067
 RF0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RF0067'2 MI SW FROM MAPLETON.
 RF0067'ABOUT 2.0 MILES SOUTHWEST ALONG THE BANGOR AND AROOSTOOK RAILROAD
 RF0067'FROM THE STATION AT MAPLETON, AROOSTOOK COUNTY, ABOUT 140 YARDS
 RF0067'SOUTH OF MILEPOST 16, 6.2 FEET EAST OF THE EAST RAIL, AT 6-BY
 RF0067'9-FOOT CONCRETE BOX CULVERT 15+92, IN THE TOP OF THE CENTER OF
 RF0067'THE EAST HEAD WALL, AND 2 FEET FROM THE SOUTH END.  A STANDARD
 RF0067'DISK, STAMPED Q 36 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0806 ***********************************************************************
 PE0806  DESIGNATION -  Q 37
 PE0806  PID         -  PE0806
 PE0806  STATE/COUNTY-  ME/WALDO
 PE0806  USGS QUAD   -  BROOKS EAST (1982)
 PE0806
 PE0806                         *CURRENT SURVEY CONTROL
 PE0806  ___________________________________________________________________
 PE0806* NAD 83(1986)-  44 31 11.     (N)    069 04 53.     (W)     SCALED    
 PE0806* NAVD 88     -        84.435  (meters)     277.02   (feet)  ADJUSTED  
 PE0806  ___________________________________________________________________
 PE0806  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 PE0806  DYNAMIC HT  -          84.428 (meters)     276.99  (feet)  COMP
 PE0806  MODELED GRAV-     980,534.6   (mgal)                       NAVD 88
 PE0806
 PE0806  VERT ORDER  -  SECOND    CLASS 0
 PE0806
 PE0806.The horizontal coordinates were scaled from a topographic map and have
 PE0806.an estimated accuracy of +/- 6 seconds.
 PE0806
 PE0806.The orthometric height was determined by differential leveling
 PE0806.and adjusted by the National Geodetic Survey in June 1991..
 PE0806
 PE0806.The geoid height was determined by GEOID03.
 PE0806
 PE0806.The dynamic height is computed by dividing the NAVD 88
 PE0806.geopotential number by the normal gravity value computed on the
 PE0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0806.degrees latitude (g = 980.6199 gals.).
 PE0806
 PE0806.The modeled gravity was interpolated from observed gravity values.
 PE0806
 PE0806;                    North         East    Units  Estimated Accuracy
 PE0806;SPC ME E     -    94,940.      253,780.      MT  (+/- 180 meters Scaled)
 PE0806
 PE0806                          SUPERSEDED SURVEY CONTROL
 PE0806
 PE0806  NGVD 29 (??/??/92)   84.640  (m)          277.69   (f) ADJ UNCH    2 0
 PE0806
 PE0806.Superseded values are not recommended for survey control.
 PE0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0806.See file dsdata.txt to determine how the superseded data were derived.
 PE0806
 PE0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK935296(NAD 83)
 PE0806_MARKER: DB = BENCH MARK DISK
 PE0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0806_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0806_STAMPING: Q 37 1935
 PE0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0806+STABILITY: SURFACE MOTION
 PE0806
 PE0806  HISTORY     - Date     Condition        Report By
 PE0806  HISTORY     - 1935     MONUMENTED       CGS
 PE0806  HISTORY     - 1935     GOOD             NGS
 PE0806  HISTORY     - 1979     MARK NOT FOUND   USGS
 PE0806
 PE0806                          STATION DESCRIPTION
 PE0806
 PE0806'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE0806'0.6 MI NW FROM WALDO.
 PE0806'0.6 MILE NORTHWEST ALONG THE BELFAST AND MOOSEHEAD LAKE RAILROAD
 PE0806'FROM THE STATION AT WALDO, WALDO COUNTY, ABOUT 0.2 MILE SOUTH
 PE0806'OF MILEPOST B 8 AND A WATER TANK, 24 FEET NORTH OF THE CENTER
 PE0806'LINE OF A FARM ROAD, 34.5 FEET WEST OF THE WEST RAIL OF THE MAIN
 PE0806'TRACK, AND 3.5 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 PE0806'DISK, STAMPED Q 37 1935 AND SET IN THE TOP OF A CONCRETE POST
 PE0806'PROJECTING ABOUT 5 INCHES ABOVE GROUND.
 PE0806
 PE0806                          STATION RECOVERY (1935)
 PE0806
 PE0806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 PE0806'RECOVERED IN GOOD CONDITION.
 PE0806
 PE0806                          STATION RECOVERY (1979)
 PE0806
 PE0806'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PE0806'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0394 ***********************************************************************
 PD0394  DESIGNATION -  Q 39
 PD0394  PID         -  PD0394
 PD0394  STATE/COUNTY-  ME/WASHINGTON
 PD0394  USGS QUAD   -  NORTHEAST BLUFF (1990)
 PD0394
 PD0394                         *CURRENT SURVEY CONTROL
 PD0394  ___________________________________________________________________
 PD0394* NAD 83(1986)-  44 52 18.     (N)    067 57 58.     (W)     SCALED    
 PD0394* NAVD 88     -       110.993  (meters)     364.15   (feet)  ADJUSTED  
 PD0394  ___________________________________________________________________
 PD0394  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 PD0394  DYNAMIC HT  -         110.986 (meters)     364.13  (feet)  COMP
 PD0394  MODELED GRAV-     980,548.4   (mgal)                       NAVD 88
 PD0394
 PD0394  VERT ORDER  -  SECOND    CLASS 0
 PD0394
 PD0394.The horizontal coordinates were scaled from a topographic map and have
 PD0394.an estimated accuracy of +/- 6 seconds.
 PD0394
 PD0394.The orthometric height was determined by differential leveling
 PD0394.and adjusted by the National Geodetic Survey in June 1991..
 PD0394
 PD0394.The geoid height was determined by GEOID03.
 PD0394
 PD0394.The dynamic height is computed by dividing the NAVD 88
 PD0394.geopotential number by the normal gravity value computed on the
 PD0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0394.degrees latitude (g = 980.6199 gals.).
 PD0394
 PD0394.The modeled gravity was interpolated from observed gravity values.
 PD0394
 PD0394;                    North         East    Units  Estimated Accuracy
 PD0394;SPC ME E     -   134,020.      342,190.      MT  (+/- 180 meters Scaled)
 PD0394
 PD0394                          SUPERSEDED SURVEY CONTROL
 PD0394
 PD0394  NGVD 29 (??/??/92)  111.181  (m)          364.77   (f) ADJ UNCH    2 0
 PD0394
 PD0394.Superseded values are not recommended for survey control.
 PD0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0394.See file dsdata.txt to determine how the superseded data were derived.
 PD0394
 PD0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK816692(NAD 83)
 PD0394_MARKER: DB = BENCH MARK DISK
 PD0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PD0394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PD0394_STAMPING: Q 39 1935
 PD0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0394+STABILITY: SURFACE MOTION
 PD0394
 PD0394  HISTORY     - Date     Condition        Report By
 PD0394  HISTORY     - 1935     MONUMENTED       CGS
 PD0394  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 PD0394
 PD0394                          STATION DESCRIPTION
 PD0394
 PD0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PD0394'5.3 MI NE FROM BEDDINGTON.
 PD0394'5.3 MILES NORTHEAST ALONG STATE HIGHWAY 9 FROM THE POST OFFICE AT
 PD0394'BEDDINGTON, WASHINGTON COUNTY, 0.2 MILE WEST OF TOWNSHIP LINE
 PD0394'T 29 MD-T 30 MD, AT THE TOP OF A SMALL GRADE, AT THE WEST END OF
 PD0394'A SHORT STRAIGHT STRETCH OF HIGHWAY, AND 29 FEET SOUTH OF THE
 PD0394'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED Q 39 1935
 PD0394'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 PD0394'GROUND.
 PD0394
 PD0394                          STATION RECOVERY (1986)
 PD0394
 PD0394'RECOVERY NOTE BY US POWER SQUADRON 1986 (LEP)
 PD0394'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0020 ***********************************************************************
 RG0020  DESIGNATION -  Q 4
 RG0020  PID         -  RG0020
 RG0020  STATE/COUNTY-  ME/AROOSTOOK
 RG0020  USGS QUAD   -  DAAQUAM (1987)
 RG0020
 RG0020                         *CURRENT SURVEY CONTROL
 RG0020  ___________________________________________________________________
 RG0020* NAD 83(1986)-  46 41 13.     (N)    070 00 11.     (W)     SCALED    
 RG0020* NAVD 88     -       361.147  (meters)    1184.86   (feet)  ADJUSTED  
 RG0020  ___________________________________________________________________
 RG0020  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 RG0020  DYNAMIC HT  -         361.161 (meters)    1184.91  (feet)  COMP
 RG0020  MODELED GRAV-     980,641.8   (mgal)                       NAVD 88
 RG0020
 RG0020  VERT ORDER  -  FIRST     CLASS II
 RG0020
 RG0020.The horizontal coordinates were scaled from a topographic map and have
 RG0020.an estimated accuracy of +/- 6 seconds.
 RG0020
 RG0020.The orthometric height was determined by differential leveling
 RG0020.and adjusted by the National Geodetic Survey in June 1991..
 RG0020
 RG0020.The geoid height was determined by GEOID03.
 RG0020
 RG0020.The dynamic height is computed by dividing the NAVD 88
 RG0020.geopotential number by the normal gravity value computed on the
 RG0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RG0020.degrees latitude (g = 980.6199 gals.).
 RG0020
 RG0020.The modeled gravity was interpolated from observed gravity values.
 RG0020
 RG0020;                    North         East    Units  Estimated Accuracy
 RG0020;SPC ME E     -   336,720.      185,030.      MT  (+/- 180 meters Scaled)
 RG0020
 RG0020                          SUPERSEDED SURVEY CONTROL
 RG0020
 RG0020  NGVD 29 (??/??/92)  361.323  (m)         1185.44   (f) ADJ UNCH    1 2
 RG0020
 RG0020.Superseded values are not recommended for survey control.
 RG0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0020.See file dsdata.txt to determine how the superseded data were derived.
 RG0020
 RG0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM232708(NAD 83)
 RG0020_MARKER: DB = BENCH MARK DISK
 RG0020_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RG0020_SP_SET: ABUTMENT
 RG0020_STAMPING: Q 4 1953
 RG0020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RG0020
 RG0020  HISTORY     - Date     Condition        Report By
 RG0020  HISTORY     - 1953     MONUMENTED       CGS
 RG0020
 RG0020                          STATION DESCRIPTION
 RG0020
 RG0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RG0020'0.8 MI SW FROM LAC FRONTIERE.
 RG0020'0.75 MILE SOUTHWEST ALONG THE QUEBEC CENTRAL RAILWAY FROM THE
 RG0020'STATION AT LAC FRONTIERE, ABOUT 0.15 MILE SOUTH OF MILE POST 78,
 RG0020'IN THE TOP OF THE WEST END OF NORTH ABUTMENT OF A 32-FOOT
 RG0020'RAILWAY BRIDGE OVER A SMALL STREAM, 6 FEET WEST OF WEST RAIL AND
 RG0020'ABOUT 1/2 FOOT BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0173 ***********************************************************************
 PF0173  DESIGNATION -  Q 4
 PF0173  PID         -  PF0173
 PF0173  STATE/COUNTY-  ME/OXFORD
 PF0173  USGS QUAD   -  WEST PARIS (1967)
 PF0173
 PF0173                         *CURRENT SURVEY CONTROL
 PF0173  ___________________________________________________________________
 PF0173* NAD 83(1986)-  44 15 17.     (N)    070 31 23.     (W)     SCALED    
 PF0173* NAVD 88     -       124.335  (meters)     407.92   (feet)  POSTED    
 PF0173  ___________________________________________________________________
 PF0173  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 PF0173  DYNAMIC HT  -         124.320 (meters)     407.87  (feet)  COMP
 PF0173  MODELED GRAV-     980,475.9   (mgal)                       NAVD 88
 PF0173
 PF0173  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PF0173
 PF0173.The horizontal coordinates were scaled from a topographic map and have
 PF0173.an estimated accuracy of +/- 6 seconds.
 PF0173
 PF0173.The orthometric height was determined by differential leveling
 PF0173.and adjusted by the National Geodetic Survey in 1992..
 PF0173.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PF0173.rate of 0.0 thru 1.0 mm/km.
 PF0173
 PF0173.The geoid height was determined by GEOID03.
 PF0173
 PF0173.The dynamic height is computed by dividing the NAVD 88
 PF0173.geopotential number by the normal gravity value computed on the
 PF0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0173.degrees latitude (g = 980.6199 gals.).
 PF0173
 PF0173.The modeled gravity was interpolated from observed gravity values.
 PF0173
 PF0173;                    North         East    Units  Estimated Accuracy
 PF0173;SPC ME W     -   157,980.      871,540.      MT  (+/- 180 meters Scaled)
 PF0173
 PF0173                          SUPERSEDED SURVEY CONTROL
 PF0173
 PF0173  NGVD 29 (??/??/92)  124.512  (m)          408.50   (f) ADJ UNCH    1 2
 PF0173
 PF0173.Superseded values are not recommended for survey control.
 PF0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0173.See file dsdata.txt to determine how the superseded data were derived.
 PF0173
 PF0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK784012(NAD 83)
 PF0173_MARKER: DB = BENCH MARK DISK
 PF0173_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PF0173_SP_SET: GRANITE BLOCK
 PF0173_STAMPING: Q 4 1922
 PF0173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PF0173
 PF0173  HISTORY     - Date     Condition        Report By
 PF0173  HISTORY     - 1922     MONUMENTED       CGS
 PF0173  HISTORY     - 1934     GOOD             NGS
 PF0173  HISTORY     - 1978     GOOD             NGS
 PF0173
 PF0173                          STATION DESCRIPTION
 PF0173
 PF0173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PF0173'2.4 MI N FROM SOUTH PARIS.
 PF0173'2.4 MILES NORTH ALONG THE GRAND TRUNK RAILWAY FROM SOUTH PARIS,
 PF0173'OXFORD COUNTY, AT A BRIDGE, AT THE EAST END OF THE NORTH ABUTMENT,
 PF0173'AND IN A CUBICAL GRANITE BLOCK.
 PF0173
 PF0173                          STATION RECOVERY (1978)
 PF0173
 PF0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PF0173'2.05 MILES NORTHWEST ALONG HIGH STREET FROM THE POST OFFICE AT SOUTH
 PF0173'PARIS, THENCE 0.35 MI. NORTHEAST ALONG A DIRT ROAD LEADING TO A GRAVEL
 PF0173'PIT, THENCE 0.10 MI. SOUTH ALONG THE CANADIAN NATIONAL RAILROAD, IN
 PF0173'THE TOP OF A GRANITE BLOCK AT THE EAST END OF THE NORTH ABUTMENT OF
 PF0173'A BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0538 ***********************************************************************
 PD0538  DESIGNATION -  Q 40
 PD0538  PID         -  PD0538
 PD0538  STATE/COUNTY-  ME/WASHINGTON
 PD0538  USGS QUAD   -  ROUND LAKE (1990)
 PD0538
 PD0538                         *CURRENT SURVEY CONTROL
 PD0538  ___________________________________________________________________
 PD0538* NAD 83(1986)-  44 59 57.     (N)    067 35 28.     (W)     SCALED    
 PD0538* NAVD 88     -        55.356  (meters)     181.61   (feet)  ADJUSTED  
 PD0538  ___________________________________________________________________
 PD0538  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 PD0538  DYNAMIC HT  -          55.354 (meters)     181.61  (feet)  COMP
 PD0538  MODELED GRAV-     980,575.0   (mgal)                       NAVD 88
 PD0538
 PD0538  VERT ORDER  -  SECOND    CLASS 0
 PD0538
 PD0538.The horizontal coordinates were scaled from a topographic map and have
 PD0538.an estimated accuracy of +/- 6 seconds.
 PD0538
 PD0538.The orthometric height was determined by differential leveling
 PD0538.and adjusted by the National Geodetic Survey in June 1991..
 PD0538
 PD0538.The geoid height was determined by GEOID03.
 PD0538
 PD0538.The dynamic height is computed by dividing the NAVD 88
 PD0538.geopotential number by the normal gravity value computed on the
 PD0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0538.degrees latitude (g = 980.6199 gals.).
 PD0538
 PD0538.The modeled gravity was interpolated from observed gravity values.
 PD0538
 PD0538;                    North         East    Units  Estimated Accuracy
 PD0538;SPC ME E     -   148,450.      371,660.      MT  (+/- 180 meters Scaled)
 PD0538
 PD0538                          SUPERSEDED SURVEY CONTROL
 PD0538
 PD0538  NGVD 29 (??/??/92)   55.55   (m)          182.3    (f) COMPUTED    2 0
 PD0538
 PD0538.Superseded values are not recommended for survey control.
 PD0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0538.See file dsdata.txt to determine how the superseded data were derived.
 PD0538
 PD0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK110838(NAD 83)
 PD0538_MARKER: DB = BENCH MARK DISK
 PD0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PD0538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PD0538_STAMPING: Q 40 1935
 PD0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0538+STABILITY: SURFACE MOTION
 PD0538
 PD0538  HISTORY     - Date     Condition        Report By
 PD0538  HISTORY     - 1935     MONUMENTED       CGS
 PD0538
 PD0538                          STATION DESCRIPTION
 PD0538
 PD0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PD0538'5.1 MI E FROM WESLEY.
 PD0538'5.1 MILES EAST ALONG STATE HIGHWAY 9 FROM THE JUNCTION OF
 PD0538'STATE HIGHWAY 192 AT WESLEY, WASHINGTON COUNTY, 0.3 MILE WEST
 PD0538'OF A 15-FOOT BRIDGE OVER A CREEK, 100 YARDS EAST OF THE TOP
 PD0538'OF A HILL, 72 FEET SOUTH OF THE CENTER LINE OF AN OLD ROAD,
 PD0538'AND 50 FEET SOUTH OF THE CENTER LINE OF THE NEW (1935) ROAD.
 PD0538'A STANDARD DISK, STAMPED Q 40 1935 AND SET IN THE TOP OF A
 PD0538'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0068 ***********************************************************************
 QF0068  DESIGNATION -  Q 41 RESET 1957
 QF0068  PID         -  QF0068
 QF0068  STATE/COUNTY-  ME/WASHINGTON
 QF0068  USGS QUAD   -  MEDDYBEMPS LAKE EAST (1987)
 QF0068
 QF0068                         *CURRENT SURVEY CONTROL
 QF0068  ___________________________________________________________________
 QF0068* NAD 83(1986)-  45 03 30.     (N)    067 19 28.     (W)     SCALED    
 QF0068* NAVD 88     -        94.12   (meters)     308.8    (feet)  RESET     
 QF0068  ___________________________________________________________________
 QF0068  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 QF0068
 QF0068  VERT ORDER  -  THIRD
 QF0068
 QF0068.The horizontal coordinates were scaled from a topographic map and have
 QF0068.an estimated accuracy of +/- 6 seconds.
 QF0068
 QF0068.The orthometric height was computed from unverified reset data.
 QF0068
 QF0068.The geoid height was determined by GEOID03.
 QF0068
 QF0068;                    North         East    Units  Estimated Accuracy
 QF0068;SPC ME E     -   155,300.      392,590.      MT  (+/- 180 meters Scaled)
 QF0068
 QF0068                          SUPERSEDED SURVEY CONTROL
 QF0068
 QF0068.No superseded survey control is available for this station.
 QF0068
 QF0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK319907(NAD 83)
 QF0068_MARKER: DB = BENCH MARK DISK
 QF0068_SETTING: 66 = SET IN ROCK OUTCROP
 QF0068_SP_SET: ROCK LEDGE OUTCROP
 QF0068_STAMPING: Q 41 RESET 1957
 QF0068_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0068+STABILITY: POSITION/ELEVATION WELL
 QF0068
 QF0068  HISTORY     - Date     Condition        Report By
 QF0068  HISTORY     - 1957     MONUMENTED       MEHD
 QF0068  HISTORY     - 1958     GOOD             NGS
 QF0068
 QF0068                          STATION DESCRIPTION
 QF0068
 QF0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QF0068'4.9 MI S FROM BARING.
 QF0068'4.9 MILES SOUTH ALONG STATE HIGHWAY 191 FROM JUNCTION OF U.S.
 QF0068'HIGHWAY 1 WEST OF BARING, AND 1.2 MILES SOUTH OF THE BARING-MEDDYBEMPS
 QF0068'TOWN LINE ON HIGHWAY 191, AT AND NORTH OF JUNCTION OF APPROACH
 QF0068'ROAD TO THE U.S. DEPARTMENT OF INTERIOR GAME RESERVATION, ON
 QF0068'SOUTHERLY SIDE OF A STEEP HILL, 35 FEET WEST OF THE CENTERLINE
 QF0068'OF HIGHWAY 191, AND SET IN A LEDGE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1221 ***********************************************************************
 PE1221  DESIGNATION -  Q 44
 PE1221  PID         -  PE1221
 PE1221  STATE/COUNTY-  ME/LINCOLN
 PE1221  USGS QUAD   -  WISCASSET (1979)
 PE1221
 PE1221                         *CURRENT SURVEY CONTROL
 PE1221  ___________________________________________________________________
 PE1221* NAD 83(1986)-  44 02 59.     (N)    069 37 40.     (W)     SCALED    
 PE1221* NAVD 88     -        36.741  (meters)     120.54   (feet)  ADJUSTED  
 PE1221  ___________________________________________________________________
 PE1221  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 PE1221  DYNAMIC HT  -          36.738 (meters)     120.53  (feet)  COMP
 PE1221  MODELED GRAV-     980,522.1   (mgal)                       NAVD 88
 PE1221
 PE1221  VERT ORDER  -  SECOND    CLASS 0
 PE1221
 PE1221.The horizontal coordinates were scaled from a topographic map and have
 PE1221.an estimated accuracy of +/- 6 seconds.
 PE1221
 PE1221.The orthometric height was determined by differential leveling
 PE1221.and adjusted by the National Geodetic Survey in June 1991..
 PE1221
 PE1221.The geoid height was determined by GEOID03.
 PE1221
 PE1221.The dynamic height is computed by dividing the NAVD 88
 PE1221.geopotential number by the normal gravity value computed on the
 PE1221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1221.degrees latitude (g = 980.6199 gals.).
 PE1221
 PE1221.The modeled gravity was interpolated from observed gravity values.
 PE1221
 PE1221;                    North         East    Units  Estimated Accuracy
 PE1221;SPC ME W     -   135,280.      943,190.      MT  (+/- 180 meters Scaled)
 PE1221
 PE1221                          SUPERSEDED SURVEY CONTROL
 PE1221
 PE1221  NGVD 29 (??/??/92)   36.949  (m)          121.22   (f) ADJ UNCH    2 0
 PE1221
 PE1221.Superseded values are not recommended for survey control.
 PE1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1221.See file dsdata.txt to determine how the superseded data were derived.
 PE1221
 PE1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ497775(NAD 83)
 PE1221_MARKER: DB = BENCH MARK DISK
 PE1221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1221_STAMPING: Q 44 1935
 PE1221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1221+STABILITY: SURFACE MOTION
 PE1221
 PE1221  HISTORY     - Date     Condition        Report By
 PE1221  HISTORY     - 1935     MONUMENTED       CGS
 PE1221  HISTORY     - 1962     GOOD             NGS
 PE1221
 PE1221                          STATION DESCRIPTION
 PE1221
 PE1221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PE1221'3.8 MI NE FROM WISCASSET.
 PE1221'ABOUT 3.8 MILES NORTHEAST ALONG STATE HIGHWAY 218 FROM ITS
 PE1221'JUNCTION WITH U.S. HIGHWAY 1 AT WISCASSET, 0.45 MILE SOUTHWEST
 PE1221'OF THE SOUTHWEST JUNCTION OF A BLACK TOP ROAD LEADING EASTERLY
 PE1221'TO SHEEPSCOTT, 25 FEET NORTHWEST OF THE CENTER LINE OF THE
 PE1221'HIGHWAY, 124 YARDS SOUTHWEST OF THE CENTER OF THE JUNCTION OF
 PE1221'A TRAIL LEADING EAST, 142 FEET NORTHEAST OF POWER LINE POLE
 PE1221'NO. 109 26, 35 FEET NORTH OF THE NORTHWEST END OF AN 18-INCH
 PE1221'PIPE CULVERT UNDER THE HIGHWAY, 1.0 FOOT NORTHEAST OF A METAL
 PE1221'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP
 PE1221'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE
 PE1221'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1251 ***********************************************************************
 PE1251  DESIGNATION -  Q 45
 PE1251  PID         -  PE1251
 PE1251  STATE/COUNTY-  ME/KENNEBEC
 PE1251  USGS QUAD   -  WEEKS MILLS (1982)
 PE1251
 PE1251                         *CURRENT SURVEY CONTROL
 PE1251  ___________________________________________________________________
 PE1251* NAD 83(1986)-  44 17 41.     (N)    069 33 02.     (W)     SCALED    
 PE1251* NAVD 88     -        96.475  (meters)     316.52   (feet)  ADJUSTED  
 PE1251  ___________________________________________________________________
 PE1251  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 PE1251  DYNAMIC HT  -          96.467 (meters)     316.49  (feet)  COMP
 PE1251  MODELED GRAV-     980,528.0   (mgal)                       NAVD 88
 PE1251
 PE1251  VERT ORDER  -  SECOND    CLASS 0
 PE1251
 PE1251.The horizontal coordinates were scaled from a topographic map and have
 PE1251.an estimated accuracy of +/- 6 seconds.
 PE1251
 PE1251.The orthometric height was determined by differential leveling
 PE1251.and adjusted by the National Geodetic Survey in June 1991..
 PE1251
 PE1251.The geoid height was determined by GEOID03.
 PE1251
 PE1251.The dynamic height is computed by dividing the NAVD 88
 PE1251.geopotential number by the normal gravity value computed on the
 PE1251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1251.degrees latitude (g = 980.6199 gals.).
 PE1251
 PE1251.The modeled gravity was interpolated from observed gravity values.
 PE1251
 PE1251;                    North         East    Units  Estimated Accuracy
 PE1251;SPC ME W     -   162,550.      949,170.      MT  (+/- 180 meters Scaled)
 PE1251
 PE1251                          SUPERSEDED SURVEY CONTROL
 PE1251
 PE1251  NGVD 29 (??/??/92)   96.688  (m)          317.22   (f) ADJ UNCH    2 0
 PE1251
 PE1251.Superseded values are not recommended for survey control.
 PE1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1251.See file dsdata.txt to determine how the superseded data were derived.
 PE1251
 PE1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK560047(NAD 83)
 PE1251_MARKER: DB = BENCH MARK DISK
 PE1251_SETTING: 66 = SET IN ROCK OUTCROP
 PE1251_SP_SET: ROCK LEDGE
 PE1251_STAMPING: Q 45 1935
 PE1251_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1251+STABILITY: POSITION/ELEVATION WELL
 PE1251
 PE1251  HISTORY     - Date     Condition        Report By
 PE1251  HISTORY     - 1935     MONUMENTED       CGS
 PE1251
 PE1251                          STATION DESCRIPTION
 PE1251
 PE1251'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE1251'2.9 MI N FROM COOPERS MILLS.
 PE1251'IN KENNEBEC COUNTY, 2.9 MILES NORTH ALONG THE SOUTH CHINA ROAD
 PE1251'FROM THE POST OFFICE AT COOPERS MILLS, LINCOLN COUNTY, 64 YARDS
 PE1251'NORTHEAST OF A FARMHOUSE, 50 YARDS SOUTHWEST OF THE CENTER OF A
 PE1251'ROAD JUNCTION, AT THE TOP OF A SMALL HILL, 45 YARDS NORTHEAST
 PE1251'OF THE SOUTHWEST CORNER OF A PASTURE FENCE, 27.5 FEET NORTHWEST
 PE1251'OF THE CENTERLINE OF THE ROAD, IN TOP OF A ROCK LEDGE, AND LEVEL
 PE1251'WITH THE GROUND.  A STANDARD DISK, STAMPED Q 45 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0812 ***********************************************************************
 PE0812  DESIGNATION -  Q 46
 PE0812  PID         -  PE0812
 PE0812  STATE/COUNTY-  ME/KENNEBEC
 PE0812  USGS QUAD   -  ALBION (1982)
 PE0812
 PE0812                         *CURRENT SURVEY CONTROL
 PE0812  ___________________________________________________________________
 PE0812* NAD 83(1986)-  44 32 16.     (N)    069 25 19.     (W)     SCALED    
 PE0812* NAVD 88     -        65.976  (meters)     216.46   (feet)  ADJUSTED  
 PE0812  ___________________________________________________________________
 PE0812  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 PE0812  DYNAMIC HT  -          65.971 (meters)     216.44  (feet)  COMP
 PE0812  MODELED GRAV-     980,539.9   (mgal)                       NAVD 88
 PE0812
 PE0812  VERT ORDER  -  SECOND    CLASS 0
 PE0812
 PE0812.The horizontal coordinates were scaled from a topographic map and have
 PE0812.an estimated accuracy of +/- 6 seconds.
 PE0812
 PE0812.The orthometric height was determined by differential leveling
 PE0812.and adjusted by the National Geodetic Survey in June 1991..
 PE0812
 PE0812.The geoid height was determined by GEOID03.
 PE0812
 PE0812.The dynamic height is computed by dividing the NAVD 88
 PE0812.geopotential number by the normal gravity value computed on the
 PE0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0812.degrees latitude (g = 980.6199 gals.).
 PE0812
 PE0812.The modeled gravity was interpolated from observed gravity values.
 PE0812
 PE0812;                    North         East    Units  Estimated Accuracy
 PE0812;SPC ME W     -   189,640.      959,190.      MT  (+/- 180 meters Scaled)
 PE0812
 PE0812                          SUPERSEDED SURVEY CONTROL
 PE0812
 PE0812  NGVD 29 (??/??/92)   66.192  (m)          217.16   (f) ADJ UNCH    2 0
 PE0812
 PE0812.Superseded values are not recommended for survey control.
 PE0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0812.See file dsdata.txt to determine how the superseded data were derived.
 PE0812
 PE0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK664316(NAD 83)
 PE0812_MARKER: DB = BENCH MARK DISK
 PE0812_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE0812_SP_SET: ABUTMENT
 PE0812_STAMPING: Q 46 1935
 PE0812_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0812
 PE0812  HISTORY     - Date     Condition        Report By
 PE0812  HISTORY     - 1935     MONUMENTED       CGS
 PE0812  HISTORY     - 1987     POOR             USPSQD
 PE0812
 PE0812                          STATION DESCRIPTION
 PE0812
 PE0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE0812'0.9 MI E FROM ALBION.
 PE0812'0.9 MILE EAST ALONG STATE HIGHWAY 9 FROM THE FRANK L. BESSE
 PE0812'SCHOOL AT ALBION, KENNEBEC COUNTY, IN THE TOP OF THE SOUTHWEST
 PE0812'END OF THE SOUTHEAST CONCRETE ABUTMENT OF A BRIDGE OVER FIFTEEN
 PE0812'MILE STREAM, AND 11.5 FEET SOUTHWEST OF THE CENTERLINE OF THE
 PE0812'HIGHWAY.  A STANDARD DISK, STAMPED Q 46 1935.
 PE0812
 PE0812                          STATION RECOVERY (1987)
 PE0812
 PE0812'RECOVERY NOTE BY US POWER SQUADRON 1987 (ELG)
 PE0812'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0928 ***********************************************************************
 PE0928  DESIGNATION -  Q 47
 PE0928  PID         -  PE0928
 PE0928  STATE/COUNTY-  ME/WALDO
 PE0928  USGS QUAD   -  WASHINGTON (1973)
 PE0928
 PE0928                         *CURRENT SURVEY CONTROL
 PE0928  ___________________________________________________________________
 PE0928* NAD 83(1986)-  44 20 53.     (N)    069 20 21.     (W)     SCALED    
 PE0928* NAVD 88     -       169.462  (meters)     555.98   (feet)  ADJUSTED  
 PE0928  ___________________________________________________________________
 PE0928  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 PE0928  DYNAMIC HT  -         169.446 (meters)     555.92  (feet)  COMP
 PE0928  MODELED GRAV-     980,517.7   (mgal)                       NAVD 88
 PE0928
 PE0928  VERT ORDER  -  SECOND    CLASS 0
 PE0928
 PE0928.The horizontal coordinates were scaled from a topographic map and have
 PE0928.an estimated accuracy of +/- 6 seconds.
 PE0928
 PE0928.The orthometric height was determined by differential leveling
 PE0928.and adjusted by the National Geodetic Survey in June 1991..
 PE0928
 PE0928.The geoid height was determined by GEOID03.
 PE0928
 PE0928.The dynamic height is computed by dividing the NAVD 88
 PE0928.geopotential number by the normal gravity value computed on the
 PE0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0928.degrees latitude (g = 980.6199 gals.).
 PE0928
 PE0928.The modeled gravity was interpolated from observed gravity values.
 PE0928
 PE0928;                    North         East    Units  Estimated Accuracy
 PE0928;SPC ME E     -    76,050.      233,100.      MT  (+/- 180 meters Scaled)
 PE0928
 PE0928                          SUPERSEDED SURVEY CONTROL
 PE0928
 PE0928  NGVD 29 (??/??/92)  169.673  (m)          556.67   (f) ADJ UNCH    2 0
 PE0928
 PE0928.Superseded values are not recommended for survey control.
 PE0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0928.See file dsdata.txt to determine how the superseded data were derived.
 PE0928
 PE0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK729105(NAD 83)
 PE0928_MARKER: DB = BENCH MARK DISK
 PE0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0928_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0928_STAMPING: Q 47 1935
 PE0928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0928+STABILITY: SURFACE MOTION
 PE0928
 PE0928  HISTORY     - Date     Condition        Report By
 PE0928  HISTORY     - 1935     MONUMENTED       CGS
 PE0928
 PE0928                          STATION DESCRIPTION
 PE0928
 PE0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE0928'2 MI NE FROM SOUTH LIBERTY.
 PE0928'2.0 MILES NORTHEAST ALONG STATE HIGHWAY 220 FROM THE JUNCTION OF
 PE0928'STATE HIGHWAY 105 AT SOUTH LIBERTY, WALDO COUNTY, 72 FEET SOUTH
 PE0928'OF THE SOUTH CORNER OF A FARMHOUSE, AT THE SOUTHWEST SLOPE OF A
 PE0928'HILL, 33 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 27
 PE0928'FEET WEST OF A WELL, AND 4 FEET WEST OF THE WEST CORNER OF AN
 PE0928'OLD ROCK FOUNDATION.  A STANDARD DISK, STAMPED Q 47 1935 AND SET
 PE0928'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0950 ***********************************************************************
 PE0950  DESIGNATION -  Q 48
 PE0950  PID         -  PE0950
 PE0950  STATE/COUNTY-  ME/KNOX
 PE0950  USGS QUAD   -  WEST ROCKPORT (1988)
 PE0950
 PE0950                         *CURRENT SURVEY CONTROL
 PE0950  ___________________________________________________________________
 PE0950* NAD 83(1986)-  44 08 33.     (N)    069 14 04.     (W)     SCALED    
 PE0950* NAVD 88     -        38.520  (meters)     126.38   (feet)  ADJUSTED  
 PE0950  ___________________________________________________________________
 PE0950  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 PE0950  DYNAMIC HT  -          38.517 (meters)     126.37  (feet)  COMP
 PE0950  MODELED GRAV-     980,522.7   (mgal)                       NAVD 88
 PE0950
 PE0950  VERT ORDER  -  SECOND    CLASS 0
 PE0950
 PE0950.The horizontal coordinates were scaled from a topographic map and have
 PE0950.an estimated accuracy of +/- 6 seconds.
 PE0950
 PE0950.The orthometric height was determined by differential leveling
 PE0950.and adjusted by the National Geodetic Survey in June 1991..
 PE0950
 PE0950.The geoid height was determined by GEOID03.
 PE0950
 PE0950.The dynamic height is computed by dividing the NAVD 88
 PE0950.geopotential number by the normal gravity value computed on the
 PE0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0950.degrees latitude (g = 980.6199 gals.).
 PE0950
 PE0950.The modeled gravity was interpolated from observed gravity values.
 PE0950
 PE0950;                    North         East    Units  Estimated Accuracy
 PE0950;SPC ME E     -    53,130.      241,240.      MT  (+/- 180 meters Scaled)
 PE0950
 PE0950                          SUPERSEDED SURVEY CONTROL
 PE0950
 PE0950  NGVD 29 (??/??/92)   38.730  (m)          127.07   (f) ADJ UNCH    2 0
 PE0950
 PE0950.Superseded values are not recommended for survey control.
 PE0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0950.See file dsdata.txt to determine how the superseded data were derived.
 PE0950
 PE0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ812877(NAD 83)
 PE0950_MARKER: DB = BENCH MARK DISK
 PE0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0950_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0950_STAMPING: Q 48 1935
 PE0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0950+STABILITY: SURFACE MOTION
 PE0950
 PE0950  HISTORY     - Date     Condition        Report By
 PE0950  HISTORY     - 1935     MONUMENTED       CGS
 PE0950  HISTORY     - 1966     GOOD             NGS
 PE0950
 PE0950                          STATION DESCRIPTION
 PE0950
 PE0950'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE0950'1.5 MI N FROM WARREN.
 PE0950'1.5 MILES NORTH ALONG STATE HIGHWAY 131 FROM THE INTERSECTION
 PE0950'OF STATE HIGHWAY 137 AT WARREN, KNOX COUNTY, AT THE TOP OF A
 PE0950'SMALL HILL, 3 POLES SOUTH OF A CURVE, ON THE PROLONGATION OF
 PE0950'THE CENTERLINE OF THE HIGHWAY FROM THE SOUTH, 50 FEET SOUTH OF
 PE0950'THE NORTH EDGE OF A FIELD, AND 25 FEET EAST OF THE CENTERLINE
 PE0950'OF THE HIGHWAY.  A STANDARD DISK, STAMPED Q 48 1935 AND SET IN
 PE0950'THE TOP OF A CONCRETE POST PROJECTING 1/2 FOOT ABOVE GROUND.
 PE0950'NOTE-- 1966 REPORT STATES HWY. 137 SHOULD NOW READ HWY. 90.
 PE0950
 PE0950                          STATION RECOVERY (1966)
 PE0950
 PE0950'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 PE0950'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0981 ***********************************************************************
 PE0981  DESIGNATION -  Q 49
 PE0981  PID         -  PE0981
 PE0981  STATE/COUNTY-  ME/WALDO
 PE0981  USGS QUAD   -  MORRILL (1979)
 PE0981
 PE0981                         *CURRENT SURVEY CONTROL
 PE0981  ___________________________________________________________________
 PE0981* NAD 83(1986)-  44 26 47.     (N)    069 09 34.     (W)     SCALED    
 PE0981* NAVD 88     -        79.382  (meters)     260.44   (feet)  ADJUSTED  
 PE0981  ___________________________________________________________________
 PE0981  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 PE0981  DYNAMIC HT  -          79.376 (meters)     260.42  (feet)  COMP
 PE0981  MODELED GRAV-     980,535.0   (mgal)                       NAVD 88
 PE0981
 PE0981  VERT ORDER  -  SECOND    CLASS 0
 PE0981
 PE0981.The horizontal coordinates were scaled from a topographic map and have
 PE0981.an estimated accuracy of +/- 6 seconds.
 PE0981
 PE0981.The orthometric height was determined by differential leveling
 PE0981.and adjusted by the National Geodetic Survey in June 1991..
 PE0981
 PE0981.The geoid height was determined by GEOID03.
 PE0981
 PE0981.The dynamic height is computed by dividing the NAVD 88
 PE0981.geopotential number by the normal gravity value computed on the
 PE0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0981.degrees latitude (g = 980.6199 gals.).
 PE0981
 PE0981.The modeled gravity was interpolated from observed gravity values.
 PE0981
 PE0981;                    North         East    Units  Estimated Accuracy
 PE0981;SPC ME E     -    86,840.      247,510.      MT  (+/- 180 meters Scaled)
 PE0981
 PE0981                          SUPERSEDED SURVEY CONTROL
 PE0981
 PE0981  NGVD 29 (??/??/92)   79.598  (m)          261.15   (f) ADJ UNCH    2 0
 PE0981
 PE0981.Superseded values are not recommended for survey control.
 PE0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0981.See file dsdata.txt to determine how the superseded data were derived.
 PE0981
 PE0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK873214(NAD 83)
 PE0981_MARKER: DB = BENCH MARK DISK
 PE0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0981_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0981_STAMPING: Q 49 1935
 PE0981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0981+STABILITY: SURFACE MOTION
 PE0981
 PE0981  HISTORY     - Date     Condition        Report By
 PE0981  HISTORY     - 1935     MONUMENTED       CGS
 PE0981
 PE0981                          STATION DESCRIPTION
 PE0981
 PE0981'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE0981'0.5 MI W FROM MORRILL.
 PE0981'0.5 MILE WEST ALONG THE NORTH SEARSMONT ROAD FROM A ROAD CROSSING
 PE0981'AT MORRILL, WALDO COUNTY, 100 YARDS EAST OF THE CENTER OF THE
 PE0981'JUNCTION OF A ROAD LEADING NORTHWEST, 97 YARDS WEST OF A CULVERT
 PE0981'OVER A BROOK, AND 26 FEET NORTH OF THE CENTERLINE OF THE ROAD.
 PE0981'A STANDARD DISK, STAMPED Q 49 1935 AND SET IN THE TOP OF A
 PE0981'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0068 ***********************************************************************
 OC0068  DESIGNATION -  Q 5
 OC0068  PID         -  OC0068
 OC0068  STATE/COUNTY-  ME/YORK
 OC0068  USGS QUAD   -  OLD ORCHARD BEACH (1975)
 OC0068
 OC0068                         *CURRENT SURVEY CONTROL
 OC0068  ___________________________________________________________________
 OC0068* NAD 83(1986)-  43 30 15.     (N)    070 24 26.     (W)     SCALED    
 OC0068* NAVD 88     -         8.774  (meters)      28.79   (feet)  ADJUSTED  
 OC0068  ___________________________________________________________________
 OC0068  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 OC0068  DYNAMIC HT  -           8.773 (meters)      28.78  (feet)  COMP
 OC0068  MODELED GRAV-     980,494.7   (mgal)                       NAVD 88
 OC0068
 OC0068  VERT ORDER  -  FIRST     CLASS I
 OC0068
 OC0068.The horizontal coordinates were scaled from a topographic map and have
 OC0068.an estimated accuracy of +/- 6 seconds.
 OC0068
 OC0068.The orthometric height was determined by differential leveling
 OC0068.and adjusted by the National Geodetic Survey in June 1991..
 OC0068
 OC0068.The geoid height was determined by GEOID03.
 OC0068
 OC0068.The dynamic height is computed by dividing the NAVD 88
 OC0068.geopotential number by the normal gravity value computed on the
 OC0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0068.degrees latitude (g = 980.6199 gals.).
 OC0068
 OC0068.The modeled gravity was interpolated from observed gravity values.
 OC0068
 OC0068;                    North         East    Units  Estimated Accuracy
 OC0068;SPC ME W     -    74,550.      880,550.      MT  (+/- 180 meters Scaled)
 OC0068
 OC0068                          SUPERSEDED SURVEY CONTROL
 OC0068
 OC0068  NGVD 29 (??/??/92)    9.001  (m)           29.53   (f) ADJ UNCH    1 1
 OC0068
 OC0068.Superseded values are not recommended for survey control.
 OC0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0068.See file dsdata.txt to determine how the superseded data were derived.
 OC0068
 OC0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ862177(NAD 83)
 OC0068_MARKER: DB = BENCH MARK DISK
 OC0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OC0068_STAMPING: Q 5 1923 ELEV 29.531 FT
 OC0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC0068+STABILITY: SURFACE MOTION
 OC0068
 OC0068  HISTORY     - Date     Condition        Report By
 OC0068  HISTORY     - 1923     MONUMENTED       CGS
 OC0068  HISTORY     - 1966     GOOD             NGS
 OC0068  HISTORY     - 1978     GOOD             DOD
 OC0068
 OC0068                          STATION DESCRIPTION
 OC0068
 OC0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 OC0068'1.8 MI SW FROM OLD ORCHARD BEACH.
 OC0068'ABOUT 1.45 MILES SOUTHWEST ALONG STATE HIGHWAY 5 FROM THE
 OC0068'POST OFFICE AT OLD ORCHARD BEACH, THENCE ABOUT 0.15 MILE SOUTHWEST
 OC0068'ALONG OLD ORCHARD ROAD, THENCE 0.2 MILE SOUTHEAST THROUGH THE
 OC0068'WAGON WHEEL CAMP GROUNDS, ALONG THE BOSTON AND MAINE RAILROAD,
 OC0068'19 RAILS SOUTHWEST ALONG THE TRACK FROM MILEPOST 102, 40.6
 OC0068'FEET NORTHWEST OF THE NORTHWEST RAIL OF THE SOUTHWEST-BOUND
 OC0068'MAIN TRACK, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK AND SET
 OC0068'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  NOTE-- ALSO
 OC0068'ABOUT 1.8 MILES SOUTHWEST ALONG THE BOSTON AND MAINE RAILROAD
 OC0068'FROM THE ABANDONED RAILROAD STATION AT OLD ORCHARD BEACH.
 OC0068
 OC0068                          STATION RECOVERY (1978)
 OC0068
 OC0068'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 OC0068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0062 ***********************************************************************
 RG0062  DESIGNATION -  Q 5
 RG0062  PID         -  RG0062
 RG0062  STATE/COUNTY-  ME/SOMERSET
 RG0062  USGS QUAD   -  HARDWOOD MOUNTAIN (1989)
 RG0062
 RG0062                         *CURRENT SURVEY CONTROL
 RG0062  ___________________________________________________________________
 RG0062* NAD 83(1986)-  46 24 42.     (N)    070 05 33.     (W)     SCALED    
 RG0062* NAVD 88     -       362.738  (meters)    1190.08   (feet)  ADJUSTED  
 RG0062  ___________________________________________________________________
 RG0062  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 RG0062  DYNAMIC HT  -         362.742 (meters)    1190.10  (feet)  COMP
 RG0062  MODELED GRAV-     980,614.6   (mgal)                       NAVD 88
 RG0062
 RG0062  VERT ORDER  -  SECOND    CLASS 0
 RG0062
 RG0062.The horizontal coordinates were scaled from a topographic map and have
 RG0062.an estimated accuracy of +/- 6 seconds.
 RG0062
 RG0062.The orthometric height was determined by differential leveling
 RG0062.and adjusted by the National Geodetic Survey in June 1991..
 RG0062
 RG0062.The geoid height was determined by GEOID03.
 RG0062
 RG0062.The dynamic height is computed by dividing the NAVD 88
 RG0062.geopotential number by the normal gravity value computed on the
 RG0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RG0062.degrees latitude (g = 980.6199 gals.).
 RG0062
 RG0062.The modeled gravity was interpolated from observed gravity values.
 RG0062
 RG0062;                    North         East    Units  Estimated Accuracy
 RG0062;SPC ME W     -   397,630.      905,700.      MT  (+/- 180 meters Scaled)
 RG0062
 RG0062                          SUPERSEDED SURVEY CONTROL
 RG0062
 RG0062  NGVD 29 (??/??/92)  362.906  (m)         1190.63   (f) ADJ UNCH    2 0
 RG0062
 RG0062.Superseded values are not recommended for survey control.
 RG0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0062.See file dsdata.txt to determine how the superseded data were derived.
 RG0062
 RG0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM160403(NAD 83)
 RG0062_MARKER: P = PIPE CAP
 RG0062_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RG0062_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RG0062_STAMPING: Q 5 1953
 RG0062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0062
 RG0062  HISTORY     - Date     Condition        Report By
 RG0062  HISTORY     - 1953     MONUMENTED       CGS
 RG0062
 RG0062                          STATION DESCRIPTION
 RG0062
 RG0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RG0062'7.6 MI SE FROM STE CAMILLE.
 RG0062'7.55 MILES SOUTHEAST ALONG A ROAD FROM THE CROSSING OF THE QUEBEC
 RG0062'CENTRAL RAILWAY AND STATION AT STE CAMILLE, ABOUT 0.85 MILE
 RG0062'SOUTHWEST OF THE CANADIAN CUSTOMS BUILDING, ABOUT 1.25 MILE
 RG0062'WEST OF BRIDGE OVER SOUTHWEST BRANCH OF ST. JOHN RIVER AND THE
 RG0062'U.S. - CANADAIAN BOUNDARY LINE, ON THE NORTHWEST BANK OF SW
 RG0062'BRANCH OF ST. JOHN RIVER, ON THE OUTSIDE OF A CURVE IN THE ROAD
 RG0062'WITH TANGENTS EXTENDING NORTHEAST AND NORTHWEST AND A DRIVE
 RG0062'LEADING SOUTHEAST TO RIVER BANK AND A CABIN, 105 FEET SOUTH OF
 RG0062'CENTER LINE OF ROAD, 88 FEET SOUTH OF SOUTHEAST END OF A 3-FOOT
 RG0062'CULVERT UNDER ROAD, 30 FEET SOUTHWEST OF CENTER LINE OF DRIVE,
 RG0062'11 FEET SOUTH-SOUTHEAST OF EAST CORNER OF A LOG CABIN, 2 FEET
 RG0062'NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW
 RG0062'LEVEL OF ROAD AND IS A DISK WELDED ON THE TOP OF A 3-INCH IRON
 RG0062'PIPE PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1010 ***********************************************************************
 PE1010  DESIGNATION -  Q 50
 PE1010  PID         -  PE1010
 PE1010  STATE/COUNTY-  ME/WALDO
 PE1010  USGS QUAD   -  PALERMO (1979)
 PE1010
 PE1010                         *CURRENT SURVEY CONTROL
 PE1010  ___________________________________________________________________
 PE1010* NAD 83(1986)-  44 22 39.     (N)    069 26 14.     (W)     SCALED    
 PE1010* NAVD 88     -       105.394  (meters)     345.78   (feet)  ADJUSTED  
 PE1010  ___________________________________________________________________
 PE1010  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 PE1010  DYNAMIC HT  -         105.384 (meters)     345.75  (feet)  COMP
 PE1010  MODELED GRAV-     980,528.9   (mgal)                       NAVD 88
 PE1010
 PE1010  VERT ORDER  -  SECOND    CLASS 0
 PE1010
 PE1010.The horizontal coordinates were scaled from a topographic map and have
 PE1010.an estimated accuracy of +/- 6 seconds.
 PE1010
 PE1010.The orthometric height was determined by differential leveling
 PE1010.and adjusted by the National Geodetic Survey in June 1991..
 PE1010
 PE1010.The geoid height was determined by GEOID03.
 PE1010
 PE1010.The dynamic height is computed by dividing the NAVD 88
 PE1010.geopotential number by the normal gravity value computed on the
 PE1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1010.degrees latitude (g = 980.6199 gals.).
 PE1010
 PE1010.The modeled gravity was interpolated from observed gravity values.
 PE1010
 PE1010;                    North         East    Units  Estimated Accuracy
 PE1010;SPC ME E     -    79,400.      225,320.      MT  (+/- 180 meters Scaled)
 PE1010
 PE1010                          SUPERSEDED SURVEY CONTROL
 PE1010
 PE1010  NGVD 29 (??/??/92)  105.609  (m)          346.49   (f) ADJ UNCH    2 0
 PE1010
 PE1010.Superseded values are not recommended for survey control.
 PE1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1010.See file dsdata.txt to determine how the superseded data were derived.
 PE1010
 PE1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK651138(NAD 83)
 PE1010_MARKER: DB = BENCH MARK DISK
 PE1010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1010_STAMPING: Q 50 1935
 PE1010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1010+STABILITY: SURFACE MOTION
 PE1010
 PE1010  HISTORY     - Date     Condition        Report By
 PE1010  HISTORY     - 1935     MONUMENTED       CGS
 PE1010  HISTORY     - 1958     MARK NOT FOUND   USGS
 PE1010  HISTORY     - 1978     GOOD             DOD
 PE1010
 PE1010                          STATION DESCRIPTION
 PE1010
 PE1010'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 PE1010'3.3 MI E FROM PALERMO.
 PE1010'3.3 MILES EAST ALONG STATE HIGHWAY 3 FROM THE POST OFFICE AT
 PE1010'PALERMO, WALDO COUNTY, 0.2 MILE WEST OF THE NORTHEAST EDGE OF
 PE1010'SHEEPSCOT POND, AT THE EAST SLOPE OF A HILL, AT AN OLD ROAD BED,
 PE1010'45 FEET NORTHWEST OF THE NORTH END OF A STONE CULVERT OVER A
 PE1010'SMALL STREAM, ON A TANGENT OF THE SOUTH EDGE OF THE HIGHWAY
 PE1010'FROM THE EAST, AND 42 FEET NORTH OF THE CENTERLINE OF THE
 PE1010'HIGHWAY.  A STANDARD DISK, STAMPED Q 50 1935 AND SET IN THE TOP
 PE1010'OF A CONCRETE POST PROJECTING ABOUT 1/2 FOOT ABOVE GROUND.
 PE1010
 PE1010                          STATION RECOVERY (1978)
 PE1010
 PE1010'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE1010'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1281 ***********************************************************************
 PE1281  DESIGNATION -  Q 51
 PE1281  PID         -  PE1281
 PE1281  STATE/COUNTY-  ME/LINCOLN
 PE1281  USGS QUAD   -  WISCASSET (1979)
 PE1281
 PE1281                         *CURRENT SURVEY CONTROL
 PE1281  ___________________________________________________________________
 PE1281* NAD 83(1986)-  44 06 21.     (N)    069 40 08.     (W)     SCALED    
 PE1281* NAVD 88     -        73.351  (meters)     240.65   (feet)  ADJUSTED  
 PE1281  ___________________________________________________________________
 PE1281  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 PE1281  DYNAMIC HT  -          73.343 (meters)     240.63  (feet)  COMP
 PE1281  MODELED GRAV-     980,509.8   (mgal)                       NAVD 88
 PE1281
 PE1281  VERT ORDER  -  SECOND    CLASS 0
 PE1281
 PE1281.The horizontal coordinates were scaled from a topographic map and have
 PE1281.an estimated accuracy of +/- 6 seconds.
 PE1281
 PE1281.The orthometric height was determined by differential leveling
 PE1281.and adjusted by the National Geodetic Survey in June 1991..
 PE1281
 PE1281.The geoid height was determined by GEOID03.
 PE1281
 PE1281.The dynamic height is computed by dividing the NAVD 88
 PE1281.geopotential number by the normal gravity value computed on the
 PE1281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1281.degrees latitude (g = 980.6199 gals.).
 PE1281
 PE1281.The modeled gravity was interpolated from observed gravity values.
 PE1281
 PE1281;                    North         East    Units  Estimated Accuracy
 PE1281;SPC ME W     -   141,490.      939,850.      MT  (+/- 180 meters Scaled)
 PE1281
 PE1281                          SUPERSEDED SURVEY CONTROL
 PE1281
 PE1281  NGVD 29 (??/??/92)   73.560  (m)          241.34   (f) ADJ UNCH    2 0
 PE1281
 PE1281.Superseded values are not recommended for survey control.
 PE1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1281.See file dsdata.txt to determine how the superseded data were derived.
 PE1281
 PE1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ464838(NAD 83)
 PE1281_MARKER: DB = BENCH MARK DISK
 PE1281_SETTING: 80 = SET IN A BOULDER
 PE1281_SP_SET: BOULDER
 PE1281_STAMPING: Q 51 1935
 PE1281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1281+STABILITY: SURFACE MOTION
 PE1281
 PE1281  HISTORY     - Date     Condition        Report By
 PE1281  HISTORY     - 1935     MONUMENTED       CGS
 PE1281
 PE1281                          STATION DESCRIPTION
 PE1281
 PE1281'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE1281'2 MI W FROM HEAD TIDE.
 PE1281'2.0 MILES WEST ALONG THE DRESDEN MILLS ROAD FROM THE JUNCTION
 PE1281'WITH STATE HIGHWAY 218 AT HEAD TIDE, LINCOLN COUNTY, 100 YARDS
 PE1281'WEST OF THE PINKHAM POND, 47 YARDS WEST OF THE WEST WALL OF THE
 PE1281'E.E. LAMB HOUSE, 32 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 PE1281'8.5 FEET WEST OF A TREE, AND IN THE TOP OF GRANITE BOULDER.  A
 PE1281'STANDARD DISK, STAMPED Q 51 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1296 ***********************************************************************
 PE1296  DESIGNATION -  Q 52
 PE1296  PID         -  PE1296
 PE1296  STATE/COUNTY-  ME/KENNEBEC
 PE1296  USGS QUAD   -  WEEKS MILLS (1982)
 PE1296
 PE1296                         *CURRENT SURVEY CONTROL
 PE1296  ___________________________________________________________________
 PE1296* NAD 83(1986)-  44 16 13.     (N)    069 34 55.     (W)     SCALED    
 PE1296* NAVD 88     -        81.447  (meters)     267.21   (feet)  ADJUSTED  
 PE1296  ___________________________________________________________________
 PE1296  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 PE1296  DYNAMIC HT  -          81.439 (meters)     267.19  (feet)  COMP
 PE1296  MODELED GRAV-     980,524.7   (mgal)                       NAVD 88
 PE1296
 PE1296  VERT ORDER  -  SECOND    CLASS 0
 PE1296
 PE1296.The horizontal coordinates were scaled from a topographic map and have
 PE1296.an estimated accuracy of +/- 6 seconds.
 PE1296
 PE1296.The orthometric height was determined by differential leveling
 PE1296.and adjusted by the National Geodetic Survey in June 1991..
 PE1296
 PE1296.The geoid height was determined by GEOID03.
 PE1296
 PE1296.The dynamic height is computed by dividing the NAVD 88
 PE1296.geopotential number by the normal gravity value computed on the
 PE1296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1296.degrees latitude (g = 980.6199 gals.).
 PE1296
 PE1296.The modeled gravity was interpolated from observed gravity values.
 PE1296
 PE1296;                    North         East    Units  Estimated Accuracy
 PE1296;SPC ME W     -   159,810.      946,680.      MT  (+/- 180 meters Scaled)
 PE1296
 PE1296                          SUPERSEDED SURVEY CONTROL
 PE1296
 PE1296  NGVD 29 (??/??/92)   81.659  (m)          267.91   (f) ADJ UNCH    2 0
 PE1296
 PE1296.Superseded values are not recommended for survey control.
 PE1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1296.See file dsdata.txt to determine how the superseded data were derived.
 PE1296
 PE1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK535020(NAD 83)
 PE1296_MARKER: DB = BENCH MARK DISK
 PE1296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1296_STAMPING: Q 52 1935
 PE1296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1296+STABILITY: SURFACE MOTION
 PE1296
 PE1296  HISTORY     - Date     Condition        Report By
 PE1296  HISTORY     - 1935     MONUMENTED       CGS
 PE1296
 PE1296                          STATION DESCRIPTION
 PE1296
 PE1296'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE1296'1.9 MI N FROM COOPER MILLS.
 PE1296'IN KENNEBEC COUNTY, 1.9 MILES NORTHWEST ALONG STATE HIGHWAY 17
 PE1296'FROM THE POST OFFICE AT COOPERS MILLS, LINCOLN COUNTY, 120 YARDS
 PE1296'NORTHWEST OF THE NORTHWEST END OF A CURVE, AT THE NORTHWEST SLOPE
 PE1296'OF A HILL, 46 FEET NORTHWEST OF A FENCE CORNER, AT THE EAST CORNER
 PE1296'OF A PASTURE, 31 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 PE1296'AND 9 FEET EAST OF A 14 INCH TREE.  A STANDARD DISK, STAMPED
 PE1296'Q 52 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1/2
 PE1296'FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1297 ***********************************************************************
 PE1297  DESIGNATION -  Q 52 RESET 1965
 PE1297  PID         -  PE1297
 PE1297  STATE/COUNTY-  ME/KENNEBEC
 PE1297  USGS QUAD   -  WEEKS MILLS (1982)
 PE1297
 PE1297                         *CURRENT SURVEY CONTROL
 PE1297  ___________________________________________________________________
 PE1297* NAD 83(1986)-  44 16 13.     (N)    069 34 55.     (W)     SCALED    
 PE1297* NAVD 88     -        81.20   (meters)     266.4    (feet)  RESET     
 PE1297  ___________________________________________________________________
 PE1297  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 PE1297
 PE1297  VERT ORDER  -  THIRD
 PE1297
 PE1297.The horizontal coordinates were scaled from a topographic map and have
 PE1297.an estimated accuracy of +/- 6 seconds.
 PE1297
 PE1297.The orthometric height was computed from unverified reset data.
 PE1297
 PE1297.The geoid height was determined by GEOID03.
 PE1297
 PE1297;                    North         East    Units  Estimated Accuracy
 PE1297;SPC ME W     -   159,810.      946,680.      MT  (+/- 180 meters Scaled)
 PE1297
 PE1297                          SUPERSEDED SURVEY CONTROL
 PE1297
 PE1297  NGVD 29 (??/??/??)   81.41   (m)          267.1    (f) RESET       3  
 PE1297
 PE1297.Superseded values are not recommended for survey control.
 PE1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1297.See file dsdata.txt to determine how the superseded data were derived.
 PE1297
 PE1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK535020(NAD 83)
 PE1297_MARKER: DD = SURVEY DISK
 PE1297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1297_STAMPING: Q 52 RESET 1965
 PE1297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1297+STABILITY: SURFACE MOTION
 PE1297
 PE1297  HISTORY     - Date     Condition        Report By
 PE1297  HISTORY     - 1965     MONUMENTED       MEHD
 PE1297
 PE1297                          STATION DESCRIPTION
 PE1297
 PE1297'DESCRIBED BY MAINE HIGHWAY DEPARTMENT (NOW MEDT) 1965
 PE1297'1.9 MI NW FROM COOPER MILLS.
 PE1297'IN KENNEBEC COUNTY, ABOUT 1.9 MILES NORTHWEST ALONG STATE HIGHWAY
 PE1297'17 FROM THE POST OFFICE AT COOPERS MILLS, LINCOLN COUNTY, AT STA.
 PE1297'529+50, 50 FT RT FROM CENTERLINE OF NEW HIGHWAY, AT THE NORTHWEST
 PE1297'SLOPE OF A HILL, 74 FT FROM THE NORTHWEST CORNER OF A HOUSE,
 PE1297'142 FT FROM THE SOUTHEAST CORNER OF A HOUSE ON LEFT SIDE OF ROAD,
 PE1297'AND 119 FT FROM A 20 IN TWIN POPLAR ON LEFT SIDE OF ROAD, SET IN
 PE1297'THE TOP OF A CONCRETE POST PROJECTING ABOUT 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0089 ***********************************************************************
 RE0089  DESIGNATION -  Q 55
 RE0089  PID         -  RE0089
 RE0089  STATE/COUNTY-  ME/AROOSTOOK
 RE0089  USGS QUAD   -  FORT FAIRFIELD (1984)
 RE0089
 RE0089                         *CURRENT SURVEY CONTROL
 RE0089  ___________________________________________________________________
 RE0089* NAD 83(1986)-  46 50 38.     (N)    067 48 05.     (W)     SCALED    
 RE0089* NAVD 88     -       179.974  (meters)     590.46   (feet)  ADJUSTED  
 RE0089  ___________________________________________________________________
 RE0089  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 RE0089  DYNAMIC HT  -         179.994 (meters)     590.53  (feet)  COMP
 RE0089  MODELED GRAV-     980,720.6   (mgal)                       NAVD 88
 RE0089
 RE0089  VERT ORDER  -  SECOND    CLASS 0
 RE0089
 RE0089.The horizontal coordinates were scaled from a topographic map and have
 RE0089.an estimated accuracy of +/- 6 seconds.
 RE0089
 RE0089.The orthometric height was determined by differential leveling
 RE0089.and adjusted by the National Geodetic Survey in June 1991..
 RE0089
 RE0089.The geoid height was determined by GEOID03.
 RE0089
 RE0089.The dynamic height is computed by dividing the NAVD 88
 RE0089.geopotential number by the normal gravity value computed on the
 RE0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0089.degrees latitude (g = 980.6199 gals.).
 RE0089
 RE0089.The modeled gravity was interpolated from observed gravity values.
 RE0089
 RE0089;                    North         East    Units  Estimated Accuracy
 RE0089;SPC ME E     -   353,310.      353,280.      MT  (+/- 180 meters Scaled)
 RE0089
 RE0089                          SUPERSEDED SURVEY CONTROL
 RE0089
 RE0089  NGVD 29 (??/??/92)  180.190  (m)          591.17   (f) ADJ UNCH    2 0
 RE0089
 RE0089.Superseded values are not recommended for survey control.
 RE0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0089.See file dsdata.txt to determine how the superseded data were derived.
 RE0089
 RE0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM913885(NAD 83)
 RE0089_MARKER: DB = BENCH MARK DISK
 RE0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RE0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RE0089_STAMPING: Q 55 1935
 RE0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RE0089+STABILITY: SURFACE MOTION
 RE0089
 RE0089  HISTORY     - Date     Condition        Report By
 RE0089  HISTORY     - 1935     MONUMENTED       CGS
 RE0089
 RE0089                          STATION DESCRIPTION
 RE0089
 RE0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RE0089'5.1 MI S FROM LIMESTONE.
 RE0089'5.1 MILES SOUTH ALONG STATE HIGHWAY 165 FROM THE POST OFFICE
 RE0089'AT LIMESTONE, AROOSTOOK COUNTY, 1.3 MILES SOUTH OF THE CROSSING
 RE0089'OF THE BANGOR AND AROOSTOOK RAILROAD, AT THE T-JUNCTION OF
 RE0089'A FARM ROAD LEADING WEST, 54 FEET NORTH OF THE CENTER LINE
 RE0089'OF THE ROAD, 20.7 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 RE0089'ON THE NORTH SLOPE OF A HILL, AND 3.1 FEET NORTH OF POLE 226.
 RE0089'A STANDARD DISK, STAMPED Q 55 1935 AND SET IN THE TOP OF A CONCRETE
 RE0089'POST PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0041 ***********************************************************************
 RF0041  DESIGNATION -  Q 57
 RF0041  PID         -  RF0041
 RF0041  STATE/COUNTY-  ME/AROOSTOOK
 RF0041  USGS QUAD   -  WASHBURN (1984)
 RF0041
 RF0041                         *CURRENT SURVEY CONTROL
 RF0041  ___________________________________________________________________
 RF0041* NAD 83(1986)-  46 50 57.     (N)    068 10 40.     (W)     SCALED    
 RF0041* NAVD 88     -       212.198  (meters)     696.19   (feet)  ADJUSTED  
 RF0041  ___________________________________________________________________
 RF0041  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 RF0041  DYNAMIC HT  -         212.221 (meters)     696.26  (feet)  COMP
 RF0041  MODELED GRAV-     980,718.9   (mgal)                       NAVD 88
 RF0041
 RF0041  VERT ORDER  -  SECOND    CLASS 0
 RF0041
 RF0041.The horizontal coordinates were scaled from a topographic map and have
 RF0041.an estimated accuracy of +/- 6 seconds.
 RF0041
 RF0041.The orthometric height was determined by differential leveling
 RF0041.and adjusted by the National Geodetic Survey in June 1991..
 RF0041
 RF0041.The geoid height was determined by GEOID03.
 RF0041
 RF0041.The dynamic height is computed by dividing the NAVD 88
 RF0041.geopotential number by the normal gravity value computed on the
 RF0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0041.degrees latitude (g = 980.6199 gals.).
 RF0041
 RF0041.The modeled gravity was interpolated from observed gravity values.
 RF0041
 RF0041;                    North         East    Units  Estimated Accuracy
 RF0041;SPC ME E     -   353,710.      324,570.      MT  (+/- 180 meters Scaled)
 RF0041
 RF0041                          SUPERSEDED SURVEY CONTROL
 RF0041
 RF0041  NGVD 29 (??/??/92)  212.376  (m)          696.77   (f) ADJ UNCH    2 0
 RF0041
 RF0041.Superseded values are not recommended for survey control.
 RF0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0041.See file dsdata.txt to determine how the superseded data were derived.
 RF0041
 RF0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM626887(NAD 83)
 RF0041_MARKER: DB = BENCH MARK DISK
 RF0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RF0041_STAMPING: Q 57 1935
 RF0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0041+STABILITY: SURFACE MOTION
 RF0041
 RF0041  HISTORY     - Date     Condition        Report By
 RF0041  HISTORY     - 1935     MONUMENTED       CGS
 RF0041
 RF0041                          STATION DESCRIPTION
 RF0041
 RF0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RF0041'1.1 MI E FROM PERHAM.
 RF0041'ABOUT 1.1 MILES EAST ALONG THE CARIBOU ROAD FROM THE BANGOR
 RF0041'AND AROOSTOOK RAILROAD STATION AT PERHAM, AROOSTOOK COUNTY, 23
 RF0041'FEET NORTH OF THE CENTER LINE OF THE ROAD, AND 9.2 FEET NORTHEAST
 RF0041'OF THE PERHAM-WOODLAND TOWN LINE SIGNPOST.  A STANDARD DISK,
 RF0041'STAMPED Q 57 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RF0041'ABOUT 1/2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0157 ***********************************************************************
 QF0157  DESIGNATION -  Q 58
 QF0157  PID         -  QF0157
 QF0157  STATE/COUNTY-  ME/AROOSTOOK
 QF0157  USGS QUAD   -  TENMILE LAKE (1989)
 QF0157
 QF0157                         *CURRENT SURVEY CONTROL
 QF0157  ___________________________________________________________________
 QF0157* NAD 83(1986)-  45 57 37.     (N)    067 59 08.     (W)     SCALED    
 QF0157* NAVD 88     -       184.265  (meters)     604.54   (feet)  ADJUSTED  
 QF0157  ___________________________________________________________________
 QF0157  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 QF0157  DYNAMIC HT  -         184.271 (meters)     604.56  (feet)  COMP
 QF0157  MODELED GRAV-     980,645.0   (mgal)                       NAVD 88
 QF0157
 QF0157  VERT ORDER  -  SECOND    CLASS 0
 QF0157
 QF0157.The horizontal coordinates were scaled from a topographic map and have
 QF0157.an estimated accuracy of +/- 6 seconds.
 QF0157
 QF0157.The orthometric height was determined by differential leveling
 QF0157.and adjusted by the National Geodetic Survey in June 1991..
 QF0157
 QF0157.The geoid height was determined by GEOID03.
 QF0157
 QF0157.The dynamic height is computed by dividing the NAVD 88
 QF0157.geopotential number by the normal gravity value computed on the
 QF0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0157.degrees latitude (g = 980.6199 gals.).
 QF0157
 QF0157.The modeled gravity was interpolated from observed gravity values.
 QF0157
 QF0157;                    North         East    Units  Estimated Accuracy
 QF0157;SPC ME E     -   254,990.      339,880.      MT  (+/- 180 meters Scaled)
 QF0157
 QF0157                          SUPERSEDED SURVEY CONTROL
 QF0157
 QF0157  NGVD 29 (??/??/92)  184.45   (m)          605.1    (f) COMPUTED    2 0
 QF0157
 QF0157.Superseded values are not recommended for survey control.
 QF0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0157.See file dsdata.txt to determine how the superseded data were derived.
 QF0157
 QF0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL786901(NAD 83)
 QF0157_MARKER: DB = BENCH MARK DISK
 QF0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QF0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QF0157_STAMPING: Q 58 1935
 QF0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0157+STABILITY: SURFACE MOTION
 QF0157
 QF0157  HISTORY     - Date     Condition        Report By
 QF0157  HISTORY     - 1935     MONUMENTED       CGS
 QF0157  HISTORY     - 1958     MARK NOT FOUND   USGS
 QF0157  HISTORY     - 19850522 MARK NOT FOUND   USPSQD
 QF0157
 QF0157                          STATION DESCRIPTION
 QF0157
 QF0157'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 QF0157'5.6 MI S FROM LINNEUS.
 QF0157'5.6 MILES SOUTH ALONG U.S. HIGHWAY 2A FROM THE JUNCTION OF THE
 QF0157'NEW LIMERICK ROAD AT LINNEUS, AROOSTOOK COUNTY, ABOUT 175 YARDS
 QF0157'NORTH OF THREE 24-INCH CORRUGATED-IRON CULVERTS, AT THE CREST OF
 QF0157'A SMALL HILL, 192 FEET NORTH OF A WELTS HEAD OIL SIGN, AND 22
 QF0157'FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 QF0157'STAMPED Q 58 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 QF0157'5 INCHES ABOVE GROUND.
 QF0157
 QF0157                          STATION RECOVERY (1985)
 QF0157
 QF0157'RECOVERY NOTE BY US POWER SQUADRON 1985 (WRM)
 QF0157'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0176 ***********************************************************************
 PD0176  DESIGNATION -  Q 6
 PD0176  PID         -  PD0176
 PD0176  STATE/COUNTY-  ME/WASHINGTON
 PD0176  USGS QUAD   -  PORCUPINE MOUNTAIN (1987)
 PD0176
 PD0176                         *CURRENT SURVEY CONTROL
 PD0176  ___________________________________________________________________
 PD0176* NAD 83(1986)-  44 55 58.     (N)    067 15 50.     (W)     SCALED    
 PD0176* NAVD 88     -        45.398  (meters)     148.94   (feet)  ADJUSTED  
 PD0176  ___________________________________________________________________
 PD0176  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 PD0176  DYNAMIC HT  -          45.397 (meters)     148.94  (feet)  COMP
 PD0176  MODELED GRAV-     980,595.5   (mgal)                       NAVD 88
 PD0176
 PD0176  VERT ORDER  -  FIRST     CLASS I
 PD0176
 PD0176.The horizontal coordinates were scaled from a topographic map and have
 PD0176.an estimated accuracy of +/- 6 seconds.
 PD0176
 PD0176.The orthometric height was determined by differential leveling
 PD0176.and adjusted by the National Geodetic Survey in June 1991..
 PD0176
 PD0176.The geoid height was determined by GEOID03.
 PD0176
 PD0176.The dynamic height is computed by dividing the NAVD 88
 PD0176.geopotential number by the normal gravity value computed on the
 PD0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0176.degrees latitude (g = 980.6199 gals.).
 PD0176
 PD0176.The modeled gravity was interpolated from observed gravity values.
 PD0176
 PD0176;                    North         East    Units  Estimated Accuracy
 PD0176;SPC ME E     -   141,420.      397,570.      MT  (+/- 180 meters Scaled)
 PD0176
 PD0176                          SUPERSEDED SURVEY CONTROL
 PD0176
 PD0176  NGVD 29 (??/??/92)   45.601  (m)          149.61   (f) ADJ UNCH    1 1
 PD0176
 PD0176.Superseded values are not recommended for survey control.
 PD0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0176.See file dsdata.txt to determine how the superseded data were derived.
 PD0176
 PD0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK369769(NAD 83)
 PD0176_MARKER: DB = BENCH MARK DISK
 PD0176_SETTING: 66 = SET IN ROCK OUTCROP
 PD0176_SP_SET: ROCK OUTCROP
 PD0176_STAMPING: Q 6 1927 149.69
 PD0176_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0176+STABILITY: POSITION/ELEVATION WELL
 PD0176
 PD0176  HISTORY     - Date     Condition        Report By
 PD0176  HISTORY     - 1927     MONUMENTED       CGS
 PD0176  HISTORY     - 1966     GOOD             NGS
 PD0176  HISTORY     - 1978     GOOD             DMA
 PD0176
 PD0176                          STATION DESCRIPTION
 PD0176
 PD0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PD0176'2.6 MI N FROM DENNYSVILLE.
 PD0176'2.55 MILES NORTH ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PD0176'CROSSING OF STATE HIGHWAY 86 AT DENNYSVILLE, 759 FEET SOUTH OF
 PD0176'MILEPOST C20/P250, 122 FEET EAST-NORTHEAST OF AND ACROSS THE
 PD0176'TRACK FROM A PROMINENT ROCK LEDGE, 8.8 FEET EAST OF THE EAST
 PD0176'RAIL, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE TRACK, AND IN THE
 PD0176'TOP NEAR THE WEST EDGE OF A 2-BY-4-FOOT EXPOSED PORTION OF A
 PD0176'ROCK OUTCROP THAT PROJECTS ABOUT 3 FEET.
 PD0176
 PD0176                          STATION RECOVERY (1978)
 PD0176
 PD0176'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PD0176'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0163 ***********************************************************************
 QF0163  DESIGNATION -  Q 60
 QF0163  PID         -  QF0163
 QF0163  STATE/COUNTY-  ME/AROOSTOOK
 QF0163  USGS QUAD   -  HAYNESVILLE (1989)
 QF0163
 QF0163                         *CURRENT SURVEY CONTROL
 QF0163  ___________________________________________________________________
 QF0163* NAD 83(1986)-  45 47 38.     (N)    067 57 12.     (W)     SCALED    
 QF0163* NAVD 88     -       118.391  (meters)     388.42   (feet)  ADJUSTED  
 QF0163  ___________________________________________________________________
 QF0163  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 QF0163  DYNAMIC HT  -         118.395 (meters)     388.43  (feet)  COMP
 QF0163  MODELED GRAV-     980,645.0   (mgal)                       NAVD 88
 QF0163
 QF0163  VERT ORDER  -  SECOND    CLASS 0
 QF0163
 QF0163.The horizontal coordinates were scaled from a topographic map and have
 QF0163.an estimated accuracy of +/- 6 seconds.
 QF0163
 QF0163.The orthometric height was determined by differential leveling
 QF0163.and adjusted by the National Geodetic Survey in June 1991..
 QF0163
 QF0163.The geoid height was determined by GEOID03.
 QF0163
 QF0163.The dynamic height is computed by dividing the NAVD 88
 QF0163.geopotential number by the normal gravity value computed on the
 QF0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0163.degrees latitude (g = 980.6199 gals.).
 QF0163
 QF0163.The modeled gravity was interpolated from observed gravity values.
 QF0163
 QF0163;                    North         East    Units  Estimated Accuracy
 QF0163;SPC ME E     -   236,510.      342,500.      MT  (+/- 180 meters Scaled)
 QF0163
 QF0163                          SUPERSEDED SURVEY CONTROL
 QF0163
 QF0163  NGVD 29 (??/??/92)  118.561  (m)          388.98   (f) ADJ UNCH    2 0
 QF0163
 QF0163.Superseded values are not recommended for survey control.
 QF0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0163.See file dsdata.txt to determine how the superseded data were derived.
 QF0163
 QF0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL813716(NAD 83)
 QF0163_MARKER: DB = BENCH MARK DISK
 QF0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QF0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QF0163_STAMPING: Q 60 1935
 QF0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0163+STABILITY: SURFACE MOTION
 QF0163
 QF0163  HISTORY     - Date     Condition        Report By
 QF0163  HISTORY     - 1935     MONUMENTED       CGS
 QF0163  HISTORY     - 19850522 MARK NOT FOUND   USPSQD
 QF0163
 QF0163                          STATION DESCRIPTION
 QF0163
 QF0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QF0163'2.9 MI SE FROM HAYNESVILLE.
 QF0163'2.9 MILES SOUTHEAST ALONG THE WESTON ROAD FROM THE JUNCTION OF
 QF0163'U.S. HIGHWAY 2A AT HAYNESVILLE, AROOSTOOK COUNTY, 8.6 FEET
 QF0163'SOUTHEAST OF A TELEPHONE POLE, AND 23 FEET EAST OF THE CENTERLINE
 QF0163'OF THE ROAD.  A STANDARD DISK, STAMPED Q 60 1935 AND SET IN THE
 QF0163'TOP OF A CONCRETE POST PROJECTING ABOUT 1/2 FOOT ABOVE GROUND.
 QF0163
 QF0163                          STATION RECOVERY (1985)
 QF0163
 QF0163'RECOVERY NOTE BY US POWER SQUADRON 1985 (WRM)
 QF0163'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0042 ***********************************************************************
 QG0042  DESIGNATION -  Q 61
 QG0042  PID         -  QG0042
 QG0042  STATE/COUNTY-  ME/AROOSTOOK
 QG0042  USGS QUAD   -  MONARDA (1989)
 QG0042
 QG0042                         *CURRENT SURVEY CONTROL
 QG0042  ___________________________________________________________________
 QG0042* NAD 83(1986)-  45 45 44.     (N)    068 18 45.     (W)     SCALED    
 QG0042* NAVD 88     -       180.840  (meters)     593.31   (feet)  ADJUSTED  
 QG0042  ___________________________________________________________________
 QG0042  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 QG0042  DYNAMIC HT  -         180.844 (meters)     593.32  (feet)  COMP
 QG0042  MODELED GRAV-     980,635.5   (mgal)                       NAVD 88
 QG0042
 QG0042  VERT ORDER  -  SECOND    CLASS 0
 QG0042
 QG0042.The horizontal coordinates were scaled from a topographic map and have
 QG0042.an estimated accuracy of +/- 6 seconds.
 QG0042
 QG0042.The orthometric height was determined by differential leveling
 QG0042.and adjusted by the National Geodetic Survey in June 1991..
 QG0042
 QG0042.The geoid height was determined by GEOID03.
 QG0042
 QG0042.The dynamic height is computed by dividing the NAVD 88
 QG0042.geopotential number by the normal gravity value computed on the
 QG0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0042.degrees latitude (g = 980.6199 gals.).
 QG0042
 QG0042.The modeled gravity was interpolated from observed gravity values.
 QG0042
 QG0042;                    North         East    Units  Estimated Accuracy
 QG0042;SPC ME E     -   232,870.      314,590.      MT  (+/- 180 meters Scaled)
 QG0042
 QG0042                          SUPERSEDED SURVEY CONTROL
 QG0042
 QG0042  NGVD 29 (??/??/92)  181.009  (m)          593.86   (f) ADJ UNCH    2 0
 QG0042
 QG0042.Superseded values are not recommended for survey control.
 QG0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0042.See file dsdata.txt to determine how the superseded data were derived.
 QG0042
 QG0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL534678(NAD 83)
 QG0042_MARKER: DB = BENCH MARK DISK
 QG0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0042_STAMPING: Q 61 1935
 QG0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0042+STABILITY: SURFACE MOTION
 QG0042
 QG0042  HISTORY     - Date     Condition        Report By
 QG0042  HISTORY     - 1935     MONUMENTED       CGS
 QG0042  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QG0042
 QG0042                          STATION DESCRIPTION
 QG0042
 QG0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QG0042'2.6 MI S FROM MONARDA.
 QG0042'2.6 MILES SOUTH ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF A ROAD
 QG0042'LEADING NORTHWEST TO BENEDICTA AT MONARDA, AROOSTOOK COUNTY,
 QG0042'9.8 MILES NORTH OF THE JUNCTION OF U.S. HIGHWAY 2A AT MACWAHOC,
 QG0042'0.2 MILE NORTHEAST OF THE SILVER RIDGE-T1 R5 TOWN LINE, 27 FEET
 QG0042'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 11 FEET SOUTHEAST OF A
 QG0042'TELEPHONE POLE, 10.7 FEET SOUTHWEST OF THE NORTHWEST CORNER OF A
 QG0042'CEMETERY, AND 2.2 FEET NORTHWEST OF THE FENCE.  A STANDARD DISK,
 QG0042'STAMPED Q 61 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 QG0042'ABOUT 1/2 FOOT ABOVE GROUND.
 QG0042
 QG0042                          STATION RECOVERY (1985)
 QG0042
 QG0042'RECOVERY NOTE BY US POWER SQUADRON 1985 (BRP)
 QG0042'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0061 ***********************************************************************
 QG0061  DESIGNATION -  Q 62
 QG0061  PID         -  QG0061
 QG0061  STATE/COUNTY-  ME/PENOBSCOT
 QG0061  USGS QUAD   -  MATTASEUNK LAKE (1988)
 QG0061
 QG0061                         *CURRENT SURVEY CONTROL
 QG0061  ___________________________________________________________________
 QG0061* NAD 83(1986)-  45 34 16.     (N)    068 27 42.     (W)     SCALED    
 QG0061* NAVD 88     -       119.817  (meters)     393.10   (feet)  ADJUSTED  
 QG0061  ___________________________________________________________________
 QG0061  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 QG0061  DYNAMIC HT  -         119.818 (meters)     393.10  (feet)  COMP
 QG0061  MODELED GRAV-     980,628.0   (mgal)                       NAVD 88
 QG0061
 QG0061  VERT ORDER  -  SECOND    CLASS 0
 QG0061
 QG0061.The horizontal coordinates were scaled from a topographic map and have
 QG0061.an estimated accuracy of +/- 6 seconds.
 QG0061
 QG0061.The orthometric height was determined by differential leveling
 QG0061.and adjusted by the National Geodetic Survey in June 1991..
 QG0061
 QG0061.The geoid height was determined by GEOID03.
 QG0061
 QG0061.The dynamic height is computed by dividing the NAVD 88
 QG0061.geopotential number by the normal gravity value computed on the
 QG0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0061.degrees latitude (g = 980.6199 gals.).
 QG0061
 QG0061.The modeled gravity was interpolated from observed gravity values.
 QG0061
 QG0061;                    North         East    Units  Estimated Accuracy
 QG0061;SPC ME E     -   211,610.      302,990.      MT  (+/- 180 meters Scaled)
 QG0061
 QG0061                          SUPERSEDED SURVEY CONTROL
 QG0061
 QG0061  NGVD 29 (??/??/92)  120.010  (m)          393.73   (f) ADJ UNCH    2 0
 QG0061
 QG0061.Superseded values are not recommended for survey control.
 QG0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0061.See file dsdata.txt to determine how the superseded data were derived.
 QG0061
 QG0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL420465(NAD 83)
 QG0061_MARKER: DB = BENCH MARK DISK
 QG0061_SETTING: 80 = SET IN A BOULDER
 QG0061_SP_SET: BOULDER
 QG0061_STAMPING: Q 62 1935
 QG0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0061+STABILITY: SURFACE MOTION
 QG0061
 QG0061  HISTORY     - Date     Condition        Report By
 QG0061  HISTORY     - 1935     MONUMENTED       CGS
 QG0061  HISTORY     - 1940     GOOD             USGS
 QG0061
 QG0061                          STATION DESCRIPTION
 QG0061
 QG0061'DESCRIBED BY US GEOLOGICAL SURVEY 1940
 QG0061'6.2 MI S FROM MEDWAY.
 QG0061'1.3 MILES WEST ALONG STATE HIGHWAY 157 FROM THE JUNCTION OF STATE
 QG0061'HIGHWAY 11 AT MEDWAY, PENOBSCOT COUNTY, THENCE 1.2 MILES SOUTH
 QG0061'ALONG THE ROAD LEADING TO CHESTER, AND THENCE 3.7 MILES SOUTHEAST
 QG0061'ALONG STATE HIGHWAY 116, 240 FEET NORTH OF THE MEDWAY-WOODVILLE
 QG0061'TOWN LINE, 69 YARDS SOUTH OF THE EDGE OF A WOODED AREA, 54
 QG0061'FEET WEST OF THE CENTERLINE OF THE ROAD, ON THE R.A. REAIDON
 QG0061'PROPERTY, AND IN THE TOP OF A 3- BY 6- FOOT BOULDER.  A STANDARD
 QG0061'DISK, STAMPED Q 62 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0064 ***********************************************************************
 PD0064  DESIGNATION -  Q 66
 PD0064  PID         -  PD0064
 PD0064  STATE/COUNTY-  ME/WASHINGTON
 PD0064  USGS QUAD   -  MACHIAS BAY (1993)
 PD0064
 PD0064                         *CURRENT SURVEY CONTROL
 PD0064  ___________________________________________________________________
 PD0064* NAD 83(1986)-  44 44 55.     (N)    067 15 51.     (W)     SCALED    
 PD0064* NAVD 88     -        44.042  (meters)     144.49   (feet)  ADJUSTED  
 PD0064  ___________________________________________________________________
 PD0064  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 PD0064  DYNAMIC HT  -          44.041 (meters)     144.49  (feet)  COMP
 PD0064  MODELED GRAV-     980,595.1   (mgal)                       NAVD 88
 PD0064
 PD0064  VERT ORDER  -  SECOND    CLASS 0
 PD0064
 PD0064.The horizontal coordinates were scaled from a topographic map and have
 PD0064.an estimated accuracy of +/- 6 seconds.
 PD0064
 PD0064.The orthometric height was determined by differential leveling
 PD0064.and adjusted by the National Geodetic Survey in June 1991..
 PD0064
 PD0064.The geoid height was determined by GEOID03.
 PD0064
 PD0064.The dynamic height is computed by dividing the NAVD 88
 PD0064.geopotential number by the normal gravity value computed on the
 PD0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0064.degrees latitude (g = 980.6199 gals.).
 PD0064
 PD0064.The modeled gravity was interpolated from observed gravity values.
 PD0064
 PD0064;                    North         East    Units  Estimated Accuracy
 PD0064;SPC ME E     -   120,950.      397,860.      MT  (+/- 180 meters Scaled)
 PD0064
 PD0064                          SUPERSEDED SURVEY CONTROL
 PD0064
 PD0064  NGVD 29 (??/??/92)   44.252  (m)          145.18   (f) ADJ UNCH    2 0
 PD0064
 PD0064.Superseded values are not recommended for survey control.
 PD0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0064.See file dsdata.txt to determine how the superseded data were derived.
 PD0064
 PD0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK374564(NAD 83)
 PD0064_MARKER: DB = BENCH MARK DISK
 PD0064_SETTING: 66 = SET IN ROCK OUTCROP
 PD0064_SP_SET: ROCK OUTCROP
 PD0064_STAMPING: Q 66 1935
 PD0064_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0064+STABILITY: POSITION/ELEVATION WELL
 PD0064
 PD0064  HISTORY     - Date     Condition        Report By
 PD0064  HISTORY     - 1935     MONUMENTED       CGS
 PD0064  HISTORY     - 1946     GOOD             NGS
 PD0064
 PD0064                          STATION DESCRIPTION
 PD0064
 PD0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PD0064'5.4 MI SW FROM WHITING.
 PD0064'5.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION
 PD0064'OF STATE HIGHWAY 189 AT WHITING, WASHINGTON COUNTY, AT THE
 PD0064'SOUTHWEST CORNER OF INDIAN LAKE TOURIST CAMP, 34 FEET NORTH OF
 PD0064'THE CENTER LINE OF THE HIGHWAY, 15 FEET SOUTHWEST OF A CABIN,
 PD0064'IN THE TOP OF A ROCK OUTCROP, AND ABOUT 4 FEET HIGHER THAN
 PD0064'THE HIGHWAY.  A STANDARD DISK, STAMPED Q 66 1935.
 PD0064
 PD0064                          STATION RECOVERY (1946)
 PD0064
 PD0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 PD0064'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0077 ***********************************************************************
 PD0077  DESIGNATION -  Q 67
 PD0077  PID         -  PD0077
 PD0077  STATE/COUNTY-  ME/WASHINGTON
 PD0077  USGS QUAD   -  WEST LUBEC (1975)
 PD0077
 PD0077                         *CURRENT SURVEY CONTROL
 PD0077  ___________________________________________________________________
 PD0077* NAD 83(1986)-  44 46 33.     (N)    067 01 27.     (W)     SCALED    
 PD0077* NAVD 88     -        20.548  (meters)      67.41   (feet)  ADJUSTED  
 PD0077  ___________________________________________________________________
 PD0077  GEOID HEIGHT-         -22.29  (meters)                     GEOID03
 PD0077  DYNAMIC HT  -          20.548 (meters)      67.41  (feet)  COMP
 PD0077  MODELED GRAV-     980,623.3   (mgal)                       NAVD 88
 PD0077
 PD0077  VERT ORDER  -  SECOND    CLASS 0
 PD0077
 PD0077.The horizontal coordinates were scaled from a topographic map and have
 PD0077.an estimated accuracy of +/- 6 seconds.
 PD0077
 PD0077.The orthometric height was determined by differential leveling
 PD0077.and adjusted by the National Geodetic Survey in June 1991..
 PD0077
 PD0077.The geoid height was determined by GEOID03.
 PD0077
 PD0077.The dynamic height is computed by dividing the NAVD 88
 PD0077.geopotential number by the normal gravity value computed on the
 PD0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0077.degrees latitude (g = 980.6199 gals.).
 PD0077
 PD0077.The modeled gravity was interpolated from observed gravity values.
 PD0077
 PD0077;                    North         East    Units  Estimated Accuracy
 PD0077;SPC ME E     -   124,290.      416,810.      MT  (+/- 180 meters Scaled)
 PD0077
 PD0077                          SUPERSEDED SURVEY CONTROL
 PD0077
 PD0077  NGVD 29 (??/??/92)   20.705  (m)           67.93   (f) ADJ UNCH    2 0
 PD0077
 PD0077.Superseded values are not recommended for survey control.
 PD0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0077.See file dsdata.txt to determine how the superseded data were derived.
 PD0077
 PD0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK563599(NAD 83)
 PD0077_MARKER: DB = BENCH MARK DISK
 PD0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PD0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PD0077_STAMPING: Q 67 1935
 PD0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0077+STABILITY: SURFACE MOTION
 PD0077
 PD0077  HISTORY     - Date     Condition        Report By
 PD0077  HISTORY     - 1935     MONUMENTED       CGS
 PD0077  HISTORY     - 1946     GOOD             NGS
 PD0077  HISTORY     - 1978     MARK NOT FOUND   NGS
 PD0077
 PD0077                          STATION DESCRIPTION
 PD0077
 PD0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PD0077'2.9 MI NE FROM SOUTH TRESCOTT.
 PD0077'2.9 MILES NORTHEAST ALONG ROADS LEADING TO SOUTH LUBEC FROM THE
 PD0077'SCHOOL AT SOUTH TRESCOTT, WASHINGTON COUNTY, AT THE SUMMIT
 PD0077'OF A LONG GRADE, NEAR A SMALL FRAME HOUSE SOUTHEAST OF THE
 PD0077'ROAD, ABOUT 195 FEET NORTHEAST OF THE JUNCTION OF A PRIVATE
 PD0077'DRIVEWAY, 20 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 PD0077'AND ABOUT LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED Q 67
 PD0077'1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.3
 PD0077'FOOT ABOVE GROUND.
 PD0077
 PD0077                          STATION RECOVERY (1946)
 PD0077
 PD0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 PD0077'RECOVERED IN GOOD CONDITION.
 PD0077
 PD0077                          STATION RECOVERY (1978)
 PD0077
 PD0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PD0077'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0108 ***********************************************************************
 PD0108  DESIGNATION -  Q 68
 PD0108  PID         -  PD0108
 PD0108  STATE/COUNTY-  ME/WASHINGTON
 PD0108  USGS QUAD   -  MACHIAS BAY (1993)
 PD0108
 PD0108                         *CURRENT SURVEY CONTROL
 PD0108  ___________________________________________________________________
 PD0108* NAD 83(1986)-  44 41 11.     (N)    067 16 47.     (W)     SCALED    
 PD0108* NAVD 88     -        16.079  (meters)      52.75   (feet)  POSTED    
 PD0108  ___________________________________________________________________
 PD0108  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 PD0108  DYNAMIC HT  -          16.080 (meters)      52.76  (feet)  COMP
 PD0108  MODELED GRAV-     980,607.1   (mgal)                       NAVD 88
 PD0108
 PD0108  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 PD0108
 PD0108.The horizontal coordinates were scaled from a topographic map and have
 PD0108.an estimated accuracy of +/- 6 seconds.
 PD0108
 PD0108.The orthometric height was determined by differential leveling
 PD0108.and adjusted by the National Geodetic Survey in 1992..
 PD0108.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 PD0108.rate greater than 8.0 mm/km.
 PD0108
 PD0108.The geoid height was determined by GEOID03.
 PD0108
 PD0108.The dynamic height is computed by dividing the NAVD 88
 PD0108.geopotential number by the normal gravity value computed on the
 PD0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0108.degrees latitude (g = 980.6199 gals.).
 PD0108
 PD0108.The modeled gravity was interpolated from observed gravity values.
 PD0108
 PD0108;                    North         East    Units  Estimated Accuracy
 PD0108;SPC ME E     -   114,020.      396,730.      MT  (+/- 180 meters Scaled)
 PD0108
 PD0108                          SUPERSEDED SURVEY CONTROL
 PD0108
 PD0108  NGVD 29 (??/??/92)   16.204  (m)           53.16   (f) ADJ UNCH    2 0
 PD0108
 PD0108.Superseded values are not recommended for survey control.
 PD0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0108.See file dsdata.txt to determine how the superseded data were derived.
 PD0108
 PD0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK363495(NAD 83)
 PD0108_MARKER: DB = BENCH MARK DISK
 PD0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PD0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PD0108_STAMPING: Q 68 1935
 PD0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0108+STABILITY: SURFACE MOTION
 PD0108
 PD0108  HISTORY     - Date     Condition        Report By
 PD0108  HISTORY     - 1935     MONUMENTED       CGS
 PD0108  HISTORY     - 1946     GOOD             NGS
 PD0108  HISTORY     - 1978     MARK NOT FOUND   NGS
 PD0108
 PD0108                          STATION DESCRIPTION
 PD0108
 PD0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PD0108'4.6 MI NW FROM CUTLER.
 PD0108'4.6 MILES NORTHWEST ALONG STATE HIGHWAY 191 FROM THE POST OFFICE
 PD0108'AT CUTLER, WASHINGTON COUNTY, AT THE TOP OF A HILL, 12 FEET
 PD0108'SOUTHEAST OF THE SOUTHEAST EDGE OF A GRAVEL PIT, AND 38 FEET
 PD0108'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK,
 PD0108'STAMPED Q 68 1935 AND SET IN THE TOP OF A CONCRETE POST
 PD0108'PROJECTING ABOUT 1/2 FOOT ABOVE GROUND.
 PD0108
 PD0108                          STATION RECOVERY (1946)
 PD0108
 PD0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 PD0108'RECOVERED IN GOOD CONDITION.
 PD0108
 PD0108                          STATION RECOVERY (1978)
 PD0108
 PD0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PD0108'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0204 ***********************************************************************
 PE0204  DESIGNATION -  Q 69
 PE0204  PID         -  PE0204
 PE0204  STATE/COUNTY-  ME/HANCOCK
 PE0204  USGS QUAD   -  WINTER HARBOR (1985)
 PE0204
 PE0204                         *CURRENT SURVEY CONTROL
 PE0204  ___________________________________________________________________
 PE0204* NAD 83(1986)-  44 29 28.     (N)    068 01 18.     (W)     SCALED    
 PE0204* NAVD 88     -         8.559  (meters)      28.08   (feet)  ADJUSTED  
 PE0204  ___________________________________________________________________
 PE0204  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 PE0204  DYNAMIC HT  -           8.559 (meters)      28.08  (feet)  COMP
 PE0204  MODELED GRAV-     980,577.0   (mgal)                       NAVD 88
 PE0204
 PE0204  VERT ORDER  -  SECOND    CLASS 0
 PE0204
 PE0204.The horizontal coordinates were scaled from a topographic map and have
 PE0204.an estimated accuracy of +/- 6 seconds.
 PE0204
 PE0204.The orthometric height was determined by differential leveling
 PE0204.and adjusted by the National Geodetic Survey in June 1991..
 PE0204
 PE0204.The geoid height was determined by GEOID03.
 PE0204
 PE0204.The dynamic height is computed by dividing the NAVD 88
 PE0204.geopotential number by the normal gravity value computed on the
 PE0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0204.degrees latitude (g = 980.6199 gals.).
 PE0204
 PE0204.The modeled gravity was interpolated from observed gravity values.
 PE0204
 PE0204;                    North         East    Units  Estimated Accuracy
 PE0204;SPC ME E     -    91,710.      338,040.      MT  (+/- 180 meters Scaled)
 PE0204
 PE0204                          SUPERSEDED SURVEY CONTROL
 PE0204
 PE0204  NGVD 29 (??/??/92)    8.754  (m)           28.72   (f) ADJ UNCH    2 0
 PE0204
 PE0204.Superseded values are not recommended for survey control.
 PE0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0204.See file dsdata.txt to determine how the superseded data were derived.
 PE0204
 PE0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK777268(NAD 83)
 PE0204_MARKER: DB = BENCH MARK DISK
 PE0204_SETTING: 66 = SET IN ROCK OUTCROP
 PE0204_SP_SET: ROCK OUTCROP
 PE0204_STAMPING: Q 69 1935
 PE0204_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0204+STABILITY: POSITION/ELEVATION WELL
 PE0204
 PE0204  HISTORY     - Date     Condition        Report By
 PE0204  HISTORY     - 1935     MONUMENTED       CGS
 PE0204  HISTORY     - 1966     GOOD             NGS
 PE0204  HISTORY     - 1986     GOOD             USPSQD
 PE0204
 PE0204                          STATION DESCRIPTION
 PE0204
 PE0204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0204'1.6 MI NE FROM GOULDSBORO.
 PE0204'0.15 MILE NORTH ALONG STATE HIGHWAY 186 FROM THE POST OFFICE AT
 PE0204'GOULDSBORO, THENCE 1.4 MILES NORTHEAST ALONG U.S. HIGHWAY 1, SET
 PE0204'ON THE TOP OF A 3-BY-2-FOOT OUTCROP WHICH IS FLUSH WITH THE
 PE0204'GROUND, 45.5 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 22
 PE0204'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A NEW ONE-STORY HOUSE
 PE0204'(NEW IN 1966), AND ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 PE0204
 PE0204                          STATION RECOVERY (1986)
 PE0204
 PE0204'RECOVERY NOTE BY US POWER SQUADRON 1986 (ELG)
 PE0204'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0199 ***********************************************************************
 PD0199  DESIGNATION -  Q 75
 PD0199  PID         -  PD0199
 PD0199  STATE/COUNTY-  ME/WASHINGTON
 PD0199  USGS QUAD   -  MACHIAS (1977)
 PD0199
 PD0199                         *CURRENT SURVEY CONTROL
 PD0199  ___________________________________________________________________
 PD0199* NAD 83(1986)-  44 43 14.     (N)    067 28 05.     (W)     SCALED    
 PD0199* NAVD 88     -        20.947  (meters)      68.72   (feet)  ADJUSTED  
 PD0199  ___________________________________________________________________
 PD0199  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 PD0199  DYNAMIC HT  -          20.947 (meters)      68.72  (feet)  COMP
 PD0199  MODELED GRAV-     980,588.6   (mgal)                       NAVD 88
 PD0199
 PD0199  VERT ORDER  -  SECOND    CLASS 0
 PD0199
 PD0199.The horizontal coordinates were scaled from a topographic map and have
 PD0199.an estimated accuracy of +/- 6 seconds.
 PD0199
 PD0199.The orthometric height was determined by differential leveling
 PD0199.and adjusted by the National Geodetic Survey in June 1991..
 PD0199
 PD0199.The geoid height was determined by GEOID03.
 PD0199
 PD0199.The dynamic height is computed by dividing the NAVD 88
 PD0199.geopotential number by the normal gravity value computed on the
 PD0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0199.degrees latitude (g = 980.6199 gals.).
 PD0199
 PD0199.The modeled gravity was interpolated from observed gravity values.
 PD0199
 PD0199;                    North         East    Units  Estimated Accuracy
 PD0199;SPC ME E     -   117,610.      381,750.      MT  (+/- 180 meters Scaled)
 PD0199
 PD0199                          SUPERSEDED SURVEY CONTROL
 PD0199
 PD0199  NGVD 29 (??/??/92)   21.127  (m)           69.31   (f) ADJ UNCH    2 0
 PD0199
 PD0199.Superseded values are not recommended for survey control.
 PD0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0199.See file dsdata.txt to determine how the superseded data were derived.
 PD0199
 PD0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK213530(NAD 83)
 PD0199_MARKER: DB = BENCH MARK DISK
 PD0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PD0199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PD0199_STAMPING: Q 75 1935
 PD0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0199+STABILITY: SURFACE MOTION
 PD0199
 PD0199  HISTORY     - Date     Condition        Report By
 PD0199  HISTORY     - 1935     MONUMENTED       CGS
 PD0199  HISTORY     - 1946     GOOD             NGS
 PD0199
 PD0199                          STATION DESCRIPTION
 PD0199
 PD0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PD0199'0.6 MI NW FROM MACHIAS.
 PD0199'0.6 MILE NORTHWEST ALONG STATE HIGHWAY 192 FROM THE COUNTY
 PD0199'COURTHOUSE AT MACHIAS, WASHINGTON COUNTY, 0.2 MILE NORTHWEST
 PD0199'OF THE MAINE CENTRAL RAILROAD UNDERPASS, 23 FEET SOUTHWEST
 PD0199'OF THE CENTER LINE OF THE HIGHWAY, AND 22 FEET SOUTH OF THE
 PD0199'CENTER LINE OF A PRIVATE ROAD LEADING WEST.  A STANDARD DISK,
 PD0199'STAMPED Q 75 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PD0199'5 INCHES ABOVE GROUND.
 PD0199
 PD0199                          STATION RECOVERY (1946)
 PD0199
 PD0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 PD0199'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0149 ***********************************************************************
 PE0149  DESIGNATION -  Q 77
 PE0149  PID         -  PE0149
 PE0149  STATE/COUNTY-  ME/PENOBSCOT
 PE0149  USGS QUAD   -  HOPKINS POND (1988)
 PE0149
 PE0149                         *CURRENT SURVEY CONTROL
 PE0149  ___________________________________________________________________
 PE0149* NAD 83(1986)-  44 47 07.     (N)    068 29 51.     (W)     SCALED    
 PE0149* NAVD 88     -       107.065  (meters)     351.26   (feet)  ADJUSTED  
 PE0149  ___________________________________________________________________
 PE0149  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 PE0149  DYNAMIC HT  -         107.058 (meters)     351.24  (feet)  COMP
 PE0149  MODELED GRAV-     980,545.4   (mgal)                       NAVD 88
 PE0149
 PE0149  VERT ORDER  -  SECOND    CLASS 0
 PE0149
 PE0149.The horizontal coordinates were scaled from a topographic map and have
 PE0149.an estimated accuracy of +/- 6 seconds.
 PE0149
 PE0149.The orthometric height was determined by differential leveling
 PE0149.and adjusted by the National Geodetic Survey in June 1991..
 PE0149
 PE0149.The geoid height was determined by GEOID03.
 PE0149
 PE0149.The dynamic height is computed by dividing the NAVD 88
 PE0149.geopotential number by the normal gravity value computed on the
 PE0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0149.degrees latitude (g = 980.6199 gals.).
 PE0149
 PE0149.The modeled gravity was interpolated from observed gravity values.
 PE0149
 PE0149;                    North         East    Units  Estimated Accuracy
 PE0149;SPC ME E     -   124,280.      300,200.      MT  (+/- 180 meters Scaled)
 PE0149
 PE0149                          SUPERSEDED SURVEY CONTROL
 PE0149
 PE0149  NGVD 29 (??/??/92)  107.260  (m)          351.90   (f) ADJ UNCH    2 0
 PE0149
 PE0149.Superseded values are not recommended for survey control.
 PE0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0149.See file dsdata.txt to determine how the superseded data were derived.
 PE0149
 PE0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK397592(NAD 83)
 PE0149_MARKER: DB = BENCH MARK DISK
 PE0149_SETTING: 80 = SET IN A BOULDER
 PE0149_SP_SET: BOULDER
 PE0149_STAMPING: Q 77 1935
 PE0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0149+STABILITY: SURFACE MOTION
 PE0149
 PE0149  HISTORY     - Date     Condition        Report By
 PE0149  HISTORY     - 1935     MONUMENTED       CGS
 PE0149  HISTORY     - 1953     GOOD             NGS
 PE0149  HISTORY     - 1957     MARK NOT FOUND   NGS
 PE0149
 PE0149                          STATION DESCRIPTION
 PE0149
 PE0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 PE0149'3 MI SE FROM CLIFTON.
 PE0149'2.95 MILES SOUTHEAST ALONG STATE HIGHWAY 180 FROM THE JUNCTION
 PE0149'OF STATE HIGHWAY 9 AT CLIFTON, ABOUT 120 YARDS SOUTHEAST OF A
 PE0149'CURVE WITH TANGENTS EXTENDING SOUTHEAST AND NORTH, 27 FEET
 PE0149'NORTHEAST OF CENTER LINE OF HIGHWAY, 13 FEET NORTHEAST OF NORTHEAST
 PE0149'END OF A 15-INCH PIPE CULVERT, IN THE TOP OF THE EAST CORNER
 PE0149'OF A 12 BY 8-FOOT BOULDER PROJECTING ABOUT 4 FEET ABOVE GROUND
 PE0149'WITH A 6 BY 4-FOOT 2 1/2-FEET HIGH BOULDER ON TOP OF IT, 2 FEET
 PE0149'WEST OF EAST CORNER OF BOULDER, 1 FOOT EAST OF EAST CORNER OF TOP
 PE0149'BOULDER AND ABOUT 3 FEET ABOVE LEVEL OF HIGHWAY.
 PE0149
 PE0149                          STATION RECOVERY (1957)
 PE0149
 PE0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 PE0149'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0118 ***********************************************************************
 QF0118  DESIGNATION -  Q 78
 QF0118  PID         -  QF0118
 QF0118  STATE/COUNTY-  ME/PENOBSCOT
 QF0118  USGS QUAD   -  DILL HILL (1988)
 QF0118
 QF0118                         *CURRENT SURVEY CONTROL
 QF0118  ___________________________________________________________________
 QF0118* NAD 83(1986)-  45 24 35.     (N)    067 56 16.     (W)     SCALED    
 QF0118* NAVD 88     -       200.898  (meters)     659.11   (feet)  ADJUSTED  
 QF0118  ___________________________________________________________________
 QF0118  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 QF0118  DYNAMIC HT  -         200.894 (meters)     659.10  (feet)  COMP
 QF0118  MODELED GRAV-     980,591.2   (mgal)                       NAVD 88
 QF0118
 QF0118  VERT ORDER  -  SECOND    CLASS 0
 QF0118
 QF0118.The horizontal coordinates were scaled from a topographic map and have
 QF0118.an estimated accuracy of +/- 6 seconds.
 QF0118
 QF0118.The orthometric height was determined by differential leveling
 QF0118.and adjusted by the National Geodetic Survey in June 1991..
 QF0118
 QF0118.The geoid height was determined by GEOID03.
 QF0118
 QF0118.The dynamic height is computed by dividing the NAVD 88
 QF0118.geopotential number by the normal gravity value computed on the
 QF0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0118.degrees latitude (g = 980.6199 gals.).
 QF0118
 QF0118.The modeled gravity was interpolated from observed gravity values.
 QF0118
 QF0118;                    North         East    Units  Estimated Accuracy
 QF0118;SPC ME E     -   193,830.      344,010.      MT  (+/- 180 meters Scaled)
 QF0118
 QF0118                          SUPERSEDED SURVEY CONTROL
 QF0118
 QF0118  NGVD 29 (??/??/92)  201.088  (m)          659.74   (f) ADJ UNCH    2 0
 QF0118
 QF0118.Superseded values are not recommended for survey control.
 QF0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0118.See file dsdata.txt to determine how the superseded data were derived.
 QF0118
 QF0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL831290(NAD 83)
 QF0118_MARKER: DB = BENCH MARK DISK
 QF0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QF0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QF0118_STAMPING: Q 78 1935
 QF0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0118+STABILITY: SURFACE MOTION
 QF0118
 QF0118  HISTORY     - Date     Condition        Report By
 QF0118  HISTORY     - 1935     MONUMENTED       CGS
 QF0118
 QF0118                          STATION DESCRIPTION
 QF0118
 QF0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QF0118'5.1 MI E FROM CARROLL.
 QF0118'IN WASHINGTON COUNTY, 5.1 MILES EAST ALONG STATE HIGHWAY 16
 QF0118'FROM THE GENERAL STORE AT CARROLL, PENOBSCOT COUNTY, 80 YARDS
 QF0118'WEST OF A 15-INCH PIPE CULVERT, 25 FEET NORTH OF THE CENTER LINE
 QF0118'OF THE HIGHWAY, 7.5 FEET NORTH OF A PROPERTY-LINE MARKER NEAR
 QF0118'FOUR BLAZED MAPLE TREES, AND 1.5 FEET SOUTH OF THE FENCE.  A
 QF0118'STANDARD DISK, STAMPED Q 78 1935 AND SET IN THE TOP OF A CONCRETE
 QF0118'POST PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0404 ***********************************************************************
 PE0404  DESIGNATION -  Q 8
 PE0404  PID         -  PE0404
 PE0404  STATE/COUNTY-  ME/PENOBSCOT
 PE0404  USGS QUAD   -  VEAZIE (1988)
 PE0404
 PE0404                         *CURRENT SURVEY CONTROL
 PE0404  ___________________________________________________________________
 PE0404* NAD 83(1996)-  44 45 22.82807(N)    068 38 37.77483(W)     ADJUSTED  
 PE0404* NAVD 88     -        75.130  (meters)     246.49   (feet)  ADJUSTED  
 PE0404  ___________________________________________________________________
 PE0404  X           -   1,652,116.990 (meters)                     COMP
 PE0404  Y           -  -4,225,216.313 (meters)                     COMP
 PE0404  Z           -   4,468,196.427 (meters)                     COMP
 PE0404  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 PE0404  ELLIP HEIGHT-          50.38  (meters)          (01/15/02) GPS OBS
 PE0404  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 PE0404  DYNAMIC HT  -          75.126 (meters)     246.48  (feet)  COMP
 PE0404  MODELED GRAV-     980,566.1   (mgal)                       NAVD 88
 PE0404  OBS GRAVITY -     980,565.6   (mgal)                       GRAV_OBS
 PE0404
 PE0404  HORZ ORDER  -  FIRST
 PE0404  VERT ORDER  -  FIRST     CLASS I
 PE0404  ELLP ORDER  -  FOURTH    CLASS I
 PE0404
 PE0404.The horizontal coordinates were established by GPS observations
 PE0404.and adjusted by the National Geodetic Survey in March 1998..
 PE0404
 PE0404.The orthometric height was determined by differential leveling
 PE0404.and adjusted by the National Geodetic Survey in June 1991..
 PE0404
 PE0404.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PE0404
 PE0404.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE0404
 PE0404.The ellipsoidal height was determined by GPS observations
 PE0404.and is referenced to NAD 83.
 PE0404
 PE0404.The geoid height was determined by GEOID03.
 PE0404
 PE0404.The dynamic height is computed by dividing the NAVD 88
 PE0404.geopotential number by the normal gravity value computed on the
 PE0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0404.degrees latitude (g = 980.6199 gals.).
 PE0404
 PE0404.The modeled gravity was interpolated from observed gravity values.
 PE0404.The observed gravity was obtained from relative gravimeter ties
 PE0404.to the IGSN71 gravity network.
 PE0404
 PE0404;                    North         East     Units Scale Factor Converg.
 PE0404;SPC ME E     -   121,078.630   288,612.926   MT  0.99990159   -0 06 04.6
 PE0404;UTM  19      - 4,955,945.263   528,190.658   MT  0.99960977   +0 15 02.8
 PE0404
 PE0404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE0404!SPC ME E     -   0.99999210  x   0.99990159  =   0.99989369
 PE0404!UTM  19      -   0.99999210  x   0.99960977  =   0.99960187
 PE0404
 PE0404                          SUPERSEDED SURVEY CONTROL
 PE0404
 PE0404  ELLIP H (03/06/98)   50.34   (m)                       GP(       ) 4 1
 PE0404  NAD 83(1992)-  44 45 22.82564(N)    068 38 37.77323(W) AD(       ) 1
 PE0404  ELLIP H (01/28/95)   50.35   (m)                       GP(       ) 4 2
 PE0404  NAD 83(1986)-  44 45 22.83176(N)    068 38 37.78533(W) AD(       ) 1
 PE0404  NGVD 29 (??/??/92)   75.336  (m)          247.16   (f) ADJ UNCH    1 1
 PE0404
 PE0404.Superseded values are not recommended for survey control.
 PE0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0404.See file dsdata.txt to determine how the superseded data were derived.
 PE0404
 PE0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK2819155945(NAD 83)
 PE0404_MARKER: DB = BENCH MARK DISK
 PE0404_SETTING: 66 = SET IN ROCK OUTCROP
 PE0404_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 PE0404_STAMPING: Q 8 1927 247.175
 PE0404_MARK LOGO: CGS   
 PE0404_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PE0404_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0404+STABILITY: POSITION/ELEVATION WELL
 PE0404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE0404+SATELLITE: SATELLITE OBSERVATIONS - January 12, 1989
 PE0404
 PE0404  HISTORY     - Date     Condition        Report By
 PE0404  HISTORY     - 1986     MONUMENTED       NGS
 PE0404  HISTORY     - 1966     GOOD             NGS
 PE0404  HISTORY     - 1978     GOOD             DMA
 PE0404  HISTORY     - 1985     GOOD             USPSQD
 PE0404  HISTORY     - 1988     GOOD             USPSQD
 PE0404  HISTORY     - 19881201 GOOD             NGS
 PE0404  HISTORY     - 19890112 GOOD
 PE0404
 PE0404                          STATION DESCRIPTION
 PE0404
 PE0404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (REP)
 PE0404'THE STATION IS LOCATED ABOUT 27.4 KM (17 MI)
 PE0404'NORTHWEST OF ELLSWORTH,
 PE0404'12.9 KM (8 MI) SOUTHEAST OF BANGOR AND
 PE0404'3.2 KM (2 MI) NORTHWEST OF EAST HOLDEN.
 PE0404'OWNERSHIP--MAINE CENTRAL RAILROAD, ENGINEERING DEPARTMENT, PO BOX
 PE0404'9701, PORTLAND ME 04104, PHONE NO 207-773-5046.
 PE0404'
 PE0404'TO REACH THE STATION FROM THE JUNCTION U.S. HIGHWAY 1A AND STATE
 PE0404'HIGHWAY 46 IN EAST HOLDEN, GO NORTHWEST ON U.S. HIGHWAY 1A FOR 2.1
 PE0404'KM (1.3 MI) TO A PAVED ROAD (BAGADUCE ROAD) ON THE RIGHT.  TURN
 PE0404'RIGHT ON BAGADUCE ROAD AND GO NORTHEAST FOR 1.0 KM (0.6 MI) TO THE
 PE0404'CROSSING OF THE MAINE CENTRAL RAILROAD AND THE STATION ON THE LEFT.
 PE0404'
 PE0404'THE STATION IS A STANDARD CGS DISK
 PE0404'STAMPED---Q 8 1927---,
 PE0404'SET INTO ROCK OUTCROP, LOCATED
 PE0404'53.6 METERS (176 FT) NORTHWEST FROM THE CENTER OF BAGADUCE ROAD,
 PE0404'28.35 METERS (93.0 FT) NORTHWEST FROM THE CONCRETE MILEPOST
 PE0404'DESIGNATED P 146 AND 3.51 METERS (11.5 FT) SOUTH-SOUTHWEST FROM THE
 PE0404'SOUTH-SOUTHWEST RAIL OF THE TRACKS.
 PE0404'
 PE0404'SOUTHEAST MAINE SUBSIDENCE NETWORK, AUGUST 1986.
 PE0404'
 PE0404'THIS STATION IS SUITABLE FOR GPS SUREYS.
 PE0404'
 PE0404'DESCRIBED BY G.S. HART AND TYPED BY R.T. WOODRUFF.
 PE0404
 PE0404                          STATION RECOVERY (1966)
 PE0404
 PE0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 PE0404'1.6 MI NW FROM EAST HOLDEN.
 PE0404'1.6 MILES NORTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE0404'CROSSING OF STATE HIGHWAY 46 AT EAST HOLDEN, 5 RAILS
 PE0404'NORTHWEST OF A GRAVELED ROAD CROSSING, 93 FEET NORTHWEST OF
 PE0404'MILEPOST P146/C124, DIRECTLY ACROSS THE TRACK FROM THE NORTHWEST
 PE0404'END OF A SHORT ROCK CUT, IN THE TOP OF A 2 1/2-BY-10-FOOT ROCK
 PE0404'LEDGE, 11.3 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 2 1/2 FEET
 PE0404'SOUTHWEST OF THE NORTHEAST END OF THE ROCK, AND ABOUT LEVEL WITH
 PE0404'THE TRACK.
 PE0404
 PE0404                          STATION RECOVERY (1978)
 PE0404
 PE0404'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PE0404'RECOVERED IN GOOD CONDITION.
 PE0404
 PE0404                          STATION RECOVERY (1985)
 PE0404
 PE0404'RECOVERY NOTE BY US POWER SQUADRON 1985
 PE0404'RECOVERED IN GOOD CONDITION.
 PE0404
 PE0404                          STATION RECOVERY (1988)
 PE0404
 PE0404'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE0404'RECOVERED IN GOOD CONDITION.
 PE0404
 PE0404                          STATION RECOVERY (1988)
 PE0404
 PE0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 PE0404'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW AND COMPLETE
 PE0404'DESCRIPTION FOLLOWS.
 PE0404'THE STATION IS LOCATED ABOUT 27.4 KM (17.05 MI) NORTHWEST OF
 PE0404'ELLSWORTH, 12.9 KM (8.00 MI) SOUTHEAST OF BANGOR AND 3.2 KM (2.00 MI)
 PE0404'NORTHWEST OF EAST HOLDEN.  OWNERSHIP--DEPARTMENT OF TRANSPORTATION,
 PE0404'STATION 16, CHILD STREET, AUGUSTA, ME 04333.  PHONE 207-289-2551.
 PE0404'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1A AND STATE
 PE0404'HIGHWAY 46 IN EAST HOLDEN, GO NORTHEAST ON U.S. HIGHWAY 1A FOR 2.1 KM
 PE0404'(1.30 MI) TO A PAVED ROAD (BAGADUCE ROAD) ON THE RIGHT.  TURN RIGHT ON
 PE0404'BAGADUCE ROAD AND GO NORTHEAST FOR 1.0 KM (0.60 MI) TO THE CROSSING OF
 PE0404'THE MAINE CENTRAL RAILROAD AND THE STATION ON THE LEFT.
 PE0404'THE STATION IS A STANDARD CGS BENCHMARK DISK SET INTO ROCK OUTCROP,
 PE0404'3.34 M (11.0 FT) LARGEST DIMENSION AND PROJECTING 38 CM ABOVE THE
 PE0404'GROUND.  LOCATED 52.74 M (173.0 FT) NORTHWEST FROM THE CENTER OF
 PE0404'BAGADUCE ROAD, 28.35 M (93.0 FT) NORTHWEST FROM THE CONCRETE MILEPOST
 PE0404'DESIGNATED P 146 AND 3.51 M (11.5 FT) SOUTH-SOUTHEAST FROM THE
 PE0404'SOUTH-SOUTHWEST RAIL OF THE TRACKS.
 PE0404'SOUTHEAST MAINE SUBSIDENCE NETWORK, AUGUST 1986 AND OCTOBER 1985.
 PE0404'DESCRIBED BY G.S. HART.
 PE0404
 PE0404                          STATION RECOVERY (1989)
 PE0404
 PE0404'RECOVERED 1989
 PE0404'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0541 ***********************************************************************
 QG0541  DESIGNATION -  Q 80
 QG0541  PID         -  QG0541
 QG0541  STATE/COUNTY-  ME/PISCATAQUIS
 QG0541  USGS QUAD   -  ABOL POND (1988)
 QG0541
 QG0541                         *CURRENT SURVEY CONTROL
 QG0541  ___________________________________________________________________
 QG0541* NAD 83(1986)-  45 47 29.     (N)    068 53 43.     (W)     SCALED    
 QG0541* NAVD 88     -       181.686  (meters)     596.08   (feet)  ADJUSTED  
 QG0541  ___________________________________________________________________
 QG0541  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 QG0541  DYNAMIC HT  -         181.687 (meters)     596.08  (feet)  COMP
 QG0541  MODELED GRAV-     980,620.4   (mgal)                       NAVD 88
 QG0541
 QG0541  VERT ORDER  -  SECOND    CLASS 0
 QG0541
 QG0541.The horizontal coordinates were scaled from a topographic map and have
 QG0541.an estimated accuracy of +/- 6 seconds.
 QG0541
 QG0541.The orthometric height was determined by differential leveling
 QG0541.and adjusted by the National Geodetic Survey in June 1991..
 QG0541
 QG0541.The geoid height was determined by GEOID03.
 QG0541
 QG0541.The dynamic height is computed by dividing the NAVD 88
 QG0541.geopotential number by the normal gravity value computed on the
 QG0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0541.degrees latitude (g = 980.6199 gals.).
 QG0541
 QG0541.The modeled gravity was interpolated from observed gravity values.
 QG0541
 QG0541;                    North         East    Units  Estimated Accuracy
 QG0541;SPC ME E     -   236,170.      269,270.      MT  (+/- 180 meters Scaled)
 QG0541
 QG0541                          SUPERSEDED SURVEY CONTROL
 QG0541
 QG0541  NGVD 29 (??/??/92)  181.846  (m)          596.61   (f) ADJ UNCH    2 0
 QG0541
 QG0541.Superseded values are not recommended for survey control.
 QG0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0541.See file dsdata.txt to determine how the superseded data were derived.
 QG0541
 QG0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL081708(NAD 83)
 QG0541_MARKER: DB = BENCH MARK DISK
 QG0541_SETTING: 80 = SET IN A BOULDER
 QG0541_SP_SET: BOULDER
 QG0541_STAMPING: Q 80 1942
 QG0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0541+STABILITY: SURFACE MOTION
 QG0541
 QG0541  HISTORY     - Date     Condition        Report By
 QG0541  HISTORY     - 1942     MONUMENTED       CGS
 QG0541  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 QG0541
 QG0541                          STATION DESCRIPTION
 QG0541
 QG0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0541'13.9 MI NW FROM MILLINOCKET.
 QG0541'IN PISCATAQUIS COUNTY, 13.9 MILES NORTHWEST ALONG THE BAXTER STATE
 QG0541'PARK ROAD FROM THE BANGOR AND AROOSTOOK RAILROAD STATION AT
 QG0541'MILLINOCKET, PENOBSCOT COUNTY, 5.8 MILES NORTHWEST OF THE ENTRANCE
 QG0541'TO THE MILLINOCKET LAKE CAMP GROUNDS, 20 FEET NORTH OF A 20-FOOT
 QG0541'BOULDER ABOUT 5 FEET HIGH, 20 FEET NORTHWEST OF THE CENTER LINE OF
 QG0541'THE ROAD, IN THE TOP OF THE SOUTHEAST EDGE OF AN 8- BY 12-FOOT
 QG0541'GRANITE BOULDER, AND ABOUT 2-1/2 FEET HIGHER THAN THE ROAD.  A
 QG0541'STANDARD DISK, STAMPED Q 80 1942.
 QG0541
 QG0541                          STATION RECOVERY (1984)
 QG0541
 QG0541'RECOVERY NOTE BY US POWER SQUADRON 1984 (RPS)
 QG0541'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0234 ***********************************************************************
 QG0234  DESIGNATION -  Q 82
 QG0234  PID         -  QG0234
 QG0234  STATE/COUNTY-  ME/PENOBSCOT
 QG0234  USGS QUAD   -  KINGMAN (1988)
 QG0234
 QG0234                         *CURRENT SURVEY CONTROL
 QG0234  ___________________________________________________________________
 QG0234* NAD 83(1996)-  45 30 03.79475(N)    068 07 30.75623(W)     ADJUSTED  
 QG0234* NAVD 88     -       121.576  (meters)     398.87   (feet)  ADJUSTED  
 QG0234  ___________________________________________________________________
 QG0234  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 QG0234  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 QG0234  DYNAMIC HT  -         121.577 (meters)     398.87  (feet)  COMP
 QG0234  MODELED GRAV-     980,622.3   (mgal)                       NAVD 88
 QG0234
 QG0234  HORZ ORDER  -  SECOND
 QG0234  VERT ORDER  -  SECOND    CLASS 0
 QG0234
 QG0234.The horizontal coordinates were established by classical geodetic methods
 QG0234.and adjusted by the National Geodetic Survey in March 1998..
 QG0234
 QG0234.The orthometric height was determined by differential leveling
 QG0234.and adjusted by the National Geodetic Survey in June 1991..
 QG0234
 QG0234.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG0234
 QG0234.The geoid height was determined by GEOID03.
 QG0234
 QG0234.The dynamic height is computed by dividing the NAVD 88
 QG0234.geopotential number by the normal gravity value computed on the
 QG0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0234.degrees latitude (g = 980.6199 gals.).
 QG0234
 QG0234.The modeled gravity was interpolated from observed gravity values.
 QG0234
 QG0234;                    North         East     Units Scale Factor Converg.
 QG0234;SPC ME E     -   203,891.767   329,289.377   MT  0.99991054   +0 16 02.4
 QG0234;UTM  19      - 5,038,985.757   568,343.221   MT  0.99965743   +0 37 26.3
 QG0234
 QG0234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG0234!SPC ME E     -   0.99998468  x   0.99991054  =   0.99989522
 QG0234!UTM  19      -   0.99998468  x   0.99965743  =   0.99964211
 QG0234
 QG0234                          SUPERSEDED SURVEY CONTROL
 QG0234
 QG0234  NAD 83(1992)-  45 30 03.79291(N)    068 07 30.75357(W) AD(       ) 2
 QG0234  NAD 83(1986)-  45 30 03.79671(N)    068 07 30.75807(W) AD(       ) 2
 QG0234  NAD 27      -  45 30 03.56587(N)    068 07 32.70434(W) AD(       ) 2
 QG0234  NGVD 29 (??/??/92)  121.761  (m)          399.48   (f) ADJ UNCH    2 0
 QG0234
 QG0234.Superseded values are not recommended for survey control.
 QG0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0234.See file dsdata.txt to determine how the superseded data were derived.
 QG0234
 QG0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL6834338986(NAD 83)
 QG0234_MARKER: DB = BENCH MARK DISK
 QG0234_SETTING: 80 = SET IN A BOULDER
 QG0234_SP_SET: BOULDER
 QG0234_STAMPING: Q 82 1942
 QG0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0234+STABILITY: SURFACE MOTION
 QG0234
 QG0234  HISTORY     - Date     Condition        Report By
 QG0234  HISTORY     - 1942     MONUMENTED       CGS
 QG0234  HISTORY     - 1975     GOOD             NGS
 QG0234
 QG0234                          STATION DESCRIPTION
 QG0234
 QG0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0234'6 MI SE FROM KINGMAN.
 QG0234'6.0 MILES SOUTHEAST ALONG STATE HIGHWAY 170 FROM THE MAINE
 QG0234'CENTRAL RAILROAD STATION AT KINGMAN, PENOBSCOT COUNTY, 120 FEET
 QG0234'SOUTH OF THE SOUTHEAST CORNER OF A LARGE WHITE HOUSE, 20 FEET
 QG0234'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF A
 QG0234'4- BY 8-FOOT BOULDER PROJECTING 1.5 FEET ABOVE THE GROUND, AND
 QG0234'LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED Q 82 1942.
 QG0234
 QG0234                          STATION RECOVERY (1975)
 QG0234
 QG0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 QG0234'STATION IS LOCATED 6.0 MILES SOUTHEAST ALONG STATE HIGHWAY 170
 QG0234'FROM THE MAINE CENTRAL RAILROAD STATION AT KINGMAN, 120 FEET
 QG0234'SOUTH OF THE SOUTHEAST CORNER OF A LARGE WHITE HOUSE, 20 FEET
 QG0234'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF A
 QG0234'4-BY-8-FOOT BOULDER PROJECTING 1.5 FEET ABOVE THE GROUND, AND
 QG0234'LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED Q 82 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0375 ***********************************************************************
 QG0375  DESIGNATION -  Q 83
 QG0375  PID         -  QG0375
 QG0375  STATE/COUNTY-  ME/PENOBSCOT
 QG0375  USGS QUAD   -  LAGRANGE (1983)
 QG0375
 QG0375                         *CURRENT SURVEY CONTROL
 QG0375  ___________________________________________________________________
 QG0375* NAD 83(1986)-  45 13 21.     (N)    068 47 06.     (W)     SCALED    
 QG0375* NAVD 88     -       139.810  (meters)     458.69   (feet)  ADJUSTED  
 QG0375  ___________________________________________________________________
 QG0375  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 QG0375  DYNAMIC HT  -         139.807 (meters)     458.68  (feet)  COMP
 QG0375  MODELED GRAV-     980,592.8   (mgal)                       NAVD 88
 QG0375
 QG0375  VERT ORDER  -  SECOND    CLASS 0
 QG0375
 QG0375.The horizontal coordinates were scaled from a topographic map and have
 QG0375.an estimated accuracy of +/- 6 seconds.
 QG0375
 QG0375.The orthometric height was determined by differential leveling
 QG0375.and adjusted by the National Geodetic Survey in June 1991..
 QG0375
 QG0375.The geoid height was determined by GEOID03.
 QG0375
 QG0375.The dynamic height is computed by dividing the NAVD 88
 QG0375.geopotential number by the normal gravity value computed on the
 QG0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0375.degrees latitude (g = 980.6199 gals.).
 QG0375
 QG0375.The modeled gravity was interpolated from observed gravity values.
 QG0375
 QG0375;                    North         East    Units  Estimated Accuracy
 QG0375;SPC ME E     -   172,910.      277,620.      MT  (+/- 180 meters Scaled)
 QG0375
 QG0375                          SUPERSEDED SURVEY CONTROL
 QG0375
 QG0375  NGVD 29 (??/??/92)  140.007  (m)          459.34   (f) ADJ UNCH    2 0
 QG0375
 QG0375.Superseded values are not recommended for survey control.
 QG0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0375.See file dsdata.txt to determine how the superseded data were derived.
 QG0375
 QG0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL168076(NAD 83)
 QG0375_MARKER: DB = BENCH MARK DISK
 QG0375_SETTING: 80 = SET IN A BOULDER
 QG0375_SP_SET: BOULDER
 QG0375_STAMPING: Q 83 1942
 QG0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0375+STABILITY: SURFACE MOTION
 QG0375
 QG0375  HISTORY     - Date     Condition        Report By
 QG0375  HISTORY     - 1942     MONUMENTED       CGS
 QG0375
 QG0375                          STATION DESCRIPTION
 QG0375
 QG0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0375'4.8 MI NE FROM LA GRANGE.
 QG0375'4.8 MILES NORTHEAST ALONG STATE HIGHWAY 11 FROM THE HIGH SCHOOL
 QG0375'AT LA GRANGE, PENOBSCOT COUNTY, ON THE SLOPE OF A SMALL HILL
 QG0375'COVERED WIT LARGE BOULDERS, ABOUT 0.1 MILE NORTHEAST OF A GROUP
 QG0375'OF FARM BUILDINGS ON TOP OF THE HILL, 24 FEET NORTHWEST OF THE
 QG0375'CENTER LINE OF THE HIGHWAY, IN THE TOP OF A 5-FOOT FLAT-TOPPED
 QG0375'BOULDER PROJECTING ABOUT 1.5 FEET ABOVE GROUND, AND ABOUT 1
 QG0375'FOOT HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED Q 83 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0520 ***********************************************************************
 PE0520  DESIGNATION -  Q 84
 PE0520  PID         -  PE0520
 PE0520  STATE/COUNTY-  ME/PENOBSCOT
 PE0520  USGS QUAD   -  OLD TOWN (1988)
 PE0520
 PE0520                         *CURRENT SURVEY CONTROL
 PE0520  ___________________________________________________________________
 PE0520* NAD 83(1986)-  44 56 39.     (N)    068 40 35.     (W)     SCALED    
 PE0520* NAVD 88     -        38.031  (meters)     124.77   (feet)  ADJUSTED  
 PE0520  ___________________________________________________________________
 PE0520  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 PE0520  DYNAMIC HT  -          38.030 (meters)     124.77  (feet)  COMP
 PE0520  MODELED GRAV-     980,596.5   (mgal)                       NAVD 88
 PE0520
 PE0520  VERT ORDER  -  SECOND    CLASS 0
 PE0520
 PE0520.The horizontal coordinates were scaled from a topographic map and have
 PE0520.an estimated accuracy of +/- 6 seconds.
 PE0520
 PE0520.The orthometric height was determined by differential leveling
 PE0520.and adjusted by the National Geodetic Survey in June 1991..
 PE0520
 PE0520.The geoid height was determined by GEOID03.
 PE0520
 PE0520.The dynamic height is computed by dividing the NAVD 88
 PE0520.geopotential number by the normal gravity value computed on the
 PE0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0520.degrees latitude (g = 980.6199 gals.).
 PE0520
 PE0520.The modeled gravity was interpolated from observed gravity values.
 PE0520
 PE0520;                    North         East    Units  Estimated Accuracy
 PE0520;SPC ME E     -   141,950.      286,080.      MT  (+/- 180 meters Scaled)
 PE0520
 PE0520                          SUPERSEDED SURVEY CONTROL
 PE0520
 PE0520  NGVD 29 (??/??/92)   38.235  (m)          125.44   (f) ADJ UNCH    2 0
 PE0520
 PE0520.Superseded values are not recommended for survey control.
 PE0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0520.See file dsdata.txt to determine how the superseded data were derived.
 PE0520
 PE0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK255767(NAD 83)
 PE0520_MARKER: DB = BENCH MARK DISK
 PE0520_SETTING: 80 = SET IN A BOULDER
 PE0520_SP_SET: BOULDER
 PE0520_STAMPING: Q 84 1942
 PE0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0520+STABILITY: SURFACE MOTION
 PE0520
 PE0520  HISTORY     - Date     Condition        Report By
 PE0520  HISTORY     - 1942     MONUMENTED       CGS
 PE0520
 PE0520                          STATION DESCRIPTION
 PE0520
 PE0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PE0520'1.8 MI W FROM OLD TOWN.
 PE0520'1.8 MILES WEST ALONG STATE HIGHWAY 43 FROM THE INTERSECTION OF
 PE0520'U.S. HIGHWAY 2 AT OLD TOWN, PENOBSCOT COUNTY, 250 FEET WEST OF A
 PE0520'ROAD-MIX PLANT, AT A FARMHOUSE, 40 FEET SOUTHEAST OF THE
 PE0520'SOUTHEAST CORNER OF THE HOUSE, 60 FEET NORTH OF THE CENTERLINE
 PE0520'OF THE HIGHWAY, IN THE TOP OF A PROJECTING ON THE EAST END OF A
 PE0520'LARGE BLACK BOULDER, AND 2 FEET HIGHER THAN THE HIGHWAY.  A
 PE0520'STANDARD DISK, STAMPED Q 84 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0632 ***********************************************************************
 QG0632  DESIGNATION -  Q 85
 QG0632  PID         -  QG0632
 QG0632  STATE/COUNTY-  ME/PISCATAQUIS
 QG0632  USGS QUAD   -  KOKADJO (1988)
 QG0632
 QG0632                         *CURRENT SURVEY CONTROL
 QG0632  ___________________________________________________________________
 QG0632* NAD 83(1986)-  45 37 53.     (N)    069 28 54.     (W)     SCALED    
 QG0632* NAVD 88     -       407.721  (meters)    1337.66   (feet)  ADJUSTED  
 QG0632  ___________________________________________________________________
 QG0632  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 QG0632  DYNAMIC HT  -         407.709 (meters)    1337.63  (feet)  COMP
 QG0632  MODELED GRAV-     980,574.4   (mgal)                       NAVD 88
 QG0632
 QG0632  VERT ORDER  -  SECOND    CLASS 0
 QG0632
 QG0632.The horizontal coordinates were scaled from a topographic map and have
 QG0632.an estimated accuracy of +/- 6 seconds.
 QG0632
 QG0632.The orthometric height was determined by differential leveling
 QG0632.and adjusted by the National Geodetic Survey in June 1991..
 QG0632
 QG0632.The geoid height was determined by GEOID03.
 QG0632
 QG0632.The dynamic height is computed by dividing the NAVD 88
 QG0632.geopotential number by the normal gravity value computed on the
 QG0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0632.degrees latitude (g = 980.6199 gals.).
 QG0632
 QG0632.The modeled gravity was interpolated from observed gravity values.
 QG0632
 QG0632;                    North         East    Units  Estimated Accuracy
 QG0632;SPC ME E     -   218,780.      223,460.      MT  (+/- 180 meters Scaled)
 QG0632
 QG0632                          SUPERSEDED SURVEY CONTROL
 QG0632
 QG0632  NGVD 29 (??/??/92)  407.882  (m)         1338.19   (f) ADJ UNCH    2 0
 QG0632
 QG0632.Superseded values are not recommended for survey control.
 QG0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0632.See file dsdata.txt to determine how the superseded data were derived.
 QG0632
 QG0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL624532(NAD 83)
 QG0632_MARKER: DB = BENCH MARK DISK
 QG0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0632_STAMPING: Q 85 1942
 QG0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0632+STABILITY: SURFACE MOTION
 QG0632
 QG0632  HISTORY     - Date     Condition        Report By
 QG0632  HISTORY     - 1942     MONUMENTED       CGS
 QG0632
 QG0632                          STATION DESCRIPTION
 QG0632
 QG0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0632'2.6 MI N FROM LILY BAY.
 QG0632'2.6 MILES NORTH ALONG A GRAVEL ROAD FROM THE HOTEL AT LILY
 QG0632'BAY, PISCATAQUIS COUNTY, 100 YARDS NORTH OF A CURVE, ACROSS
 QG0632'THE ROAD FROM AND MIDWAY BETWEEN POLES 535 AND 536, 24 FEET
 QG0632'WEST OF THE CENTER LINE OF THE ROAD, 2 FEET SOUTH OF A WHITE
 QG0632'WOODEN WITNESS POST, AND LEVEL WITH THE ROAD.  A STANDARD DISK,
 QG0632'STAMPED Q 85 1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 QG0632'0.2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0657 ***********************************************************************
 QG0657  DESIGNATION -  Q 86
 QG0657  PID         -  QG0657
 QG0657  STATE/COUNTY-  ME/PISCATAQUIS
 QG0657  USGS QUAD   -  RAINBOW LAKE WEST (1988)
 QG0657
 QG0657                         *CURRENT SURVEY CONTROL
 QG0657  ___________________________________________________________________
 QG0657* NAD 83(1986)-  45 51 51.     (N)    069 12 56.     (W)     SCALED    
 QG0657* NAVD 88     -       314.633  (meters)    1032.26   (feet)  ADJUSTED  
 QG0657  ___________________________________________________________________
 QG0657  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 QG0657  DYNAMIC HT  -         314.638 (meters)    1032.27  (feet)  COMP
 QG0657  MODELED GRAV-     980,621.8   (mgal)                       NAVD 88
 QG0657
 QG0657  VERT ORDER  -  SECOND    CLASS 0
 QG0657
 QG0657.The horizontal coordinates were scaled from a topographic map and have
 QG0657.an estimated accuracy of +/- 6 seconds.
 QG0657
 QG0657.The orthometric height was determined by differential leveling
 QG0657.and adjusted by the National Geodetic Survey in June 1991..
 QG0657
 QG0657.The geoid height was determined by GEOID03.
 QG0657
 QG0657.The dynamic height is computed by dividing the NAVD 88
 QG0657.geopotential number by the normal gravity value computed on the
 QG0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0657.degrees latitude (g = 980.6199 gals.).
 QG0657
 QG0657.The modeled gravity was interpolated from observed gravity values.
 QG0657
 QG0657;                    North         East    Units  Estimated Accuracy
 QG0657;SPC ME E     -   244,430.      244,440.      MT  (+/- 180 meters Scaled)
 QG0657
 QG0657                          SUPERSEDED SURVEY CONTROL
 QG0657
 QG0657  NGVD 29 (??/??/92)  314.789  (m)         1032.77   (f) ADJ UNCH    2 0
 QG0657
 QG0657.Superseded values are not recommended for survey control.
 QG0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0657.See file dsdata.txt to determine how the superseded data were derived.
 QG0657
 QG0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL832789(NAD 83)
 QG0657_MARKER: DB = BENCH MARK DISK
 QG0657_SETTING: 66 = SET IN ROCK OUTCROP
 QG0657_SP_SET: ROCK OUTCROP
 QG0657_STAMPING: Q 86 1942
 QG0657_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0657+STABILITY: POSITION/ELEVATION WELL
 QG0657
 QG0657  HISTORY     - Date     Condition        Report By
 QG0657  HISTORY     - 1942     MONUMENTED       CGS
 QG0657  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 QG0657
 QG0657                          STATION DESCRIPTION
 QG0657
 QG0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0657'2.8 MI S FROM RIPOGENUS DAM.
 QG0657'2.8 MILES SOUTH ALONG A GRAVEL ROAD FROM RIPOGENUS DAM, PISCATAQUIS
 QG0657'COUNTY, 0.6 MILE SOUTH OF THE INTERSECTION OF A GRAVEL ROAD
 QG0657'LEADING WEST TO CHESUNCOOK DAM, 200 FEET SOUTH OF THE TOP OF A
 QG0657'HILL, ON THE SOUTH SLOPE OF A LONG SLIGHT GRADE, 15 FEET EAST OF
 QG0657'THE CENTER LINE OF THE ROAD, IN THE TOP OF A ROCK OUTCROP AT THE
 QG0657'SOUTH END OF A SMALL BANK, AND ABOUT 2 FEET HIGHER THAN THE
 QG0657'ROAD.  A STANDARD DISK, STAMPED Q 86 1942.
 QG0657
 QG0657                          STATION RECOVERY (1984)
 QG0657
 QG0657'RECOVERY NOTE BY US POWER SQUADRON 1984 (RPS)
 QG0657'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0846 ***********************************************************************
 QG0846  DESIGNATION -  Q 87
 QG0846  PID         -  QG0846
 QG0846  STATE/COUNTY-  ME/PISCATAQUIS
 QG0846  USGS QUAD   -  WHETSTONE POND (1989)
 QG0846
 QG0846                         *CURRENT SURVEY CONTROL
 QG0846  ___________________________________________________________________
 QG0846* NAD 83(1986)-  45 09 17.     (N)    069 36 19.     (W)     SCALED    
 QG0846* NAVD 88     -       289.325  (meters)     949.23   (feet)  ADJUSTED  
 QG0846  ___________________________________________________________________
 QG0846  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 QG0846  DYNAMIC HT  -         289.306 (meters)     949.16  (feet)  COMP
 QG0846  MODELED GRAV-     980,546.4   (mgal)                       NAVD 88
 QG0846
 QG0846  VERT ORDER  -  SECOND    CLASS 0
 QG0846
 QG0846.The horizontal coordinates were scaled from a topographic map and have
 QG0846.an estimated accuracy of +/- 6 seconds.
 QG0846
 QG0846.The orthometric height was determined by differential leveling
 QG0846.and adjusted by the National Geodetic Survey in June 1991..
 QG0846
 QG0846.The geoid height was determined by GEOID03.
 QG0846
 QG0846.The dynamic height is computed by dividing the NAVD 88
 QG0846.geopotential number by the normal gravity value computed on the
 QG0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0846.degrees latitude (g = 980.6199 gals.).
 QG0846
 QG0846.The modeled gravity was interpolated from observed gravity values.
 QG0846
 QG0846;                    North         East    Units  Estimated Accuracy
 QG0846;SPC ME E     -   165,930.      213,100.      MT  (+/- 180 meters Scaled)
 QG0846
 QG0846                          SUPERSEDED SURVEY CONTROL
 QG0846
 QG0846  NGVD 29 (??/??/92)  289.505  (m)          949.82   (f) ADJ UNCH    2 0
 QG0846
 QG0846.Superseded values are not recommended for survey control.
 QG0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0846.See file dsdata.txt to determine how the superseded data were derived.
 QG0846
 QG0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL524003(NAD 83)
 QG0846_MARKER: DB = BENCH MARK DISK
 QG0846_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QG0846_SP_SET: CULVERT
 QG0846_STAMPING: Q 87 1942
 QG0846_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG0846
 QG0846  HISTORY     - Date     Condition        Report By
 QG0846  HISTORY     - 1942     MONUMENTED       CGS
 QG0846
 QG0846                          STATION DESCRIPTION
 QG0846
 QG0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0846'3.2 MI NE FROM KINGSBURY.
 QG0846'3.2 MILES NORTHEAST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE
 QG0846'AT KINGSBURY, PISCATAQUIS COUNTY, ABOUT 0.3 MILE WEST OF BEAR
 QG0846'BROOK, AT A CONCRETE CULVERT, INT HE WEST END OF THE NORTH HEAD
 QG0846'WALL, 13 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 QG0846'0.6 FOOT HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 QG0846'Q 87 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0082 ***********************************************************************
 PE0082  DESIGNATION -  Q 88
 PE0082  PID         -  PE0082
 PE0082  STATE/COUNTY-  ME/WASHINGTON
 PE0082  USGS QUAD   -  TUNK LAKE (1982)
 PE0082
 PE0082                         *CURRENT SURVEY CONTROL
 PE0082  ___________________________________________________________________
 PE0082* NAD 83(1986)-  44 34 15.     (N)    068 00 13.     (W)     SCALED    
 PE0082* NAVD 88     -        48.487  (meters)     159.08   (feet)  ADJUSTED  
 PE0082  ___________________________________________________________________
 PE0082  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 PE0082  DYNAMIC HT  -          48.484 (meters)     159.07  (feet)  COMP
 PE0082  MODELED GRAV-     980,564.5   (mgal)                       NAVD 88
 PE0082
 PE0082  VERT ORDER  -  FIRST     CLASS I
 PE0082
 PE0082.The horizontal coordinates were scaled from a topographic map and have
 PE0082.an estimated accuracy of +/- 6 seconds.
 PE0082
 PE0082.The orthometric height was determined by differential leveling
 PE0082.and adjusted by the National Geodetic Survey in June 1991..
 PE0082.WARNING-Repeat measurements at this control monument indicate possible
 PE0082.vertical movement.
 PE0082
 PE0082.The geoid height was determined by GEOID03.
 PE0082
 PE0082.The dynamic height is computed by dividing the NAVD 88
 PE0082.geopotential number by the normal gravity value computed on the
 PE0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0082.degrees latitude (g = 980.6199 gals.).
 PE0082
 PE0082.The modeled gravity was interpolated from observed gravity values.
 PE0082
 PE0082;                    North         East    Units  Estimated Accuracy
 PE0082;SPC ME E     -   100,580.      339,430.      MT  (+/- 180 meters Scaled)
 PE0082
 PE0082                          SUPERSEDED SURVEY CONTROL
 PE0082
 PE0082  NGVD 29 (??/??/92)   48.692  (m)          159.75   (f) ADJ UNCH    1 1
 PE0082
 PE0082.Superseded values are not recommended for survey control.
 PE0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0082.See file dsdata.txt to determine how the superseded data were derived.
 PE0082
 PE0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK791357(NAD 83)
 PE0082_MARKER: DB = BENCH MARK DISK
 PE0082_SETTING: 80 = SET IN A BOULDER
 PE0082_SP_SET: BOULDER
 PE0082_STAMPING: Q 88 1942
 PE0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0082+STABILITY: SURFACE MOTION
 PE0082
 PE0082  HISTORY     - Date     Condition        Report By
 PE0082  HISTORY     - 1942     MONUMENTED       CGS
 PE0082  HISTORY     - 1966     GOOD             NGS
 PE0082  HISTORY     - 1978     GOOD             DMA
 PE0082
 PE0082                          STATION DESCRIPTION
 PE0082
 PE0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0082'6.8 MI E FROM TUNK LAKE.
 PE0082'ABOUT 6.8 MILES EAST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE0082'CROSSING OF STATE HIGHWAY 183 AT TUNK LAKE, ALSO ABOUT 5.1 MILES
 PE0082'SOUTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM THE STATION AT
 PE0082'CHERRYFIELD, 0.8 MILE WEST OF A BLACK TOPPED ROAD CROSSING AT
 PE0082'UNIONVILLE, 39 FEET NORTHEAST OF AND ACROSS THE TRACK FROM
 PE0082'MILEPOST P192/C78, IN THE TOP OF A EMBEDDED BOULDER THAT THE
 PE0082'EXPOSED PORTION IS ABOUT 6-BY-12-FOOT AND PROJECTS 3 1/2 FEET,
 PE0082'24.0 FEET NORTH OF THE NORTH RAIL, AND ABOUT 2 FEET ABOVE THE
 PE0082'LEVEL OF THE TRACK.
 PE0082
 PE0082                          STATION RECOVERY (1978)
 PE0082
 PE0082'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PE0082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0402 ***********************************************************************
 PE0402  DESIGNATION -  Q 89
 PE0402  PID         -  PE0402
 PE0402  STATE/COUNTY-  ME/PENOBSCOT
 PE0402  USGS QUAD   -  VEAZIE (1988)
 PE0402
 PE0402                         *CURRENT SURVEY CONTROL
 PE0402  ___________________________________________________________________
 PE0402* NAD 83(1986)-  44 46 10.     (N)    068 40 15.     (W)     SCALED    
 PE0402* NAVD 88     -        43.017  (meters)     141.13   (feet)  ADJUSTED  
 PE0402  ___________________________________________________________________
 PE0402  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 PE0402  DYNAMIC HT  -          43.015 (meters)     141.12  (feet)  COMP
 PE0402  MODELED GRAV-     980,571.0   (mgal)                       NAVD 88
 PE0402
 PE0402  VERT ORDER  -  FIRST     CLASS I
 PE0402
 PE0402.The horizontal coordinates were scaled from a topographic map and have
 PE0402.an estimated accuracy of +/- 6 seconds.
 PE0402
 PE0402.The orthometric height was determined by differential leveling
 PE0402.and adjusted by the National Geodetic Survey in June 1991..
 PE0402.WARNING-Repeat measurements at this control monument indicate possible
 PE0402.vertical movement.
 PE0402
 PE0402.The geoid height was determined by GEOID03.
 PE0402
 PE0402.The dynamic height is computed by dividing the NAVD 88
 PE0402.geopotential number by the normal gravity value computed on the
 PE0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0402.degrees latitude (g = 980.6199 gals.).
 PE0402
 PE0402.The modeled gravity was interpolated from observed gravity values.
 PE0402
 PE0402;                    North         East    Units  Estimated Accuracy
 PE0402;SPC ME E     -   122,540.      286,480.      MT  (+/- 180 meters Scaled)
 PE0402
 PE0402                          SUPERSEDED SURVEY CONTROL
 PE0402
 PE0402  NGVD 29 (??/??/92)   43.228  (m)          141.82   (f) ADJ UNCH    1 1
 PE0402
 PE0402.Superseded values are not recommended for survey control.
 PE0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0402.See file dsdata.txt to determine how the superseded data were derived.
 PE0402
 PE0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK260573(NAD 83)
 PE0402_MARKER: DB = BENCH MARK DISK
 PE0402_SETTING: 66 = SET IN ROCK OUTCROP
 PE0402_SP_SET: ROCK LEDGE
 PE0402_STAMPING: Q 89 1942
 PE0402_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0402+STABILITY: POSITION/ELEVATION WELL
 PE0402
 PE0402  HISTORY     - Date     Condition        Report By
 PE0402  HISTORY     - 1942     MONUMENTED       CGS
 PE0402  HISTORY     - 1966     GOOD             NGS
 PE0402  HISTORY     - 1978     GOOD             DMA
 PE0402  HISTORY     - 1985     GOOD             USPSQD
 PE0402
 PE0402                          STATION DESCRIPTION
 PE0402
 PE0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0402'3.4 MI NW FROM EAST HOLDEN.
 PE0402'3.4 MILES NORTHWEST ALONG THE MAIN CENTRAL RAILROAD FROM THE
 PE0402'CROSSING OF STATE HIGHWAY 46 AT EAST HOLDEN, ABOUT 0.25 MILE
 PE0402'SOUTHEAST OF MILEPOST P144/C126, IN THE TOP OF A LEDGE AT THE
 PE0402'SOUTH CORNER OF A 6-BY-12-FOOT ROCK WHICH IS NEAR THE NORTHWEST
 PE0402'END OF A CUT, 12.0 FEET NORTHEAST OF THE NORTHEAST RAIL, 2 1/2
 PE0402'FEET NORTH OF THE SOUTH CORNER OF THE ROCK, AND ABOUT 3 FEET
 PE0402'ABOVE THE LEVEL OF THE TRACK.
 PE0402
 PE0402                          STATION RECOVERY (1978)
 PE0402
 PE0402'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PE0402'RECOVERED IN GOOD CONDITION.
 PE0402
 PE0402                          STATION RECOVERY (1985)
 PE0402
 PE0402'RECOVERY NOTE BY US POWER SQUADRON 1985
 PE0402'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0248 ***********************************************************************
 PD0248  DESIGNATION -  Q 9
 PD0248  PID         -  PD0248
 PD0248  STATE/COUNTY-  ME/WASHINGTON
 PD0248  USGS QUAD   -  PETIT MANAN POINT (1977)
 PD0248
 PD0248                         *CURRENT SURVEY CONTROL
 PD0248  ___________________________________________________________________
 PD0248* NAD 83(1986)-  44 28 06.     (N)    067 56 19.     (W)     SCALED    
 PD0248* NAVD 88     -        17.556  (meters)      57.60   (feet)  ADJUSTED  
 PD0248  ___________________________________________________________________
 PD0248  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 PD0248  DYNAMIC HT  -          17.555 (meters)      57.59  (feet)  COMP
 PD0248  MODELED GRAV-     980,567.6   (mgal)                       NAVD 88
 PD0248
 PD0248  VERT ORDER  -  SECOND    CLASS 0
 PD0248
 PD0248.The horizontal coordinates were scaled from a topographic map and have
 PD0248.an estimated accuracy of +/- 6 seconds.
 PD0248
 PD0248.The orthometric height was determined by differential leveling
 PD0248.and adjusted by the National Geodetic Survey in June 1991..
 PD0248
 PD0248.The geoid height was determined by GEOID03.
 PD0248
 PD0248.The dynamic height is computed by dividing the NAVD 88
 PD0248.geopotential number by the normal gravity value computed on the
 PD0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0248.degrees latitude (g = 980.6199 gals.).
 PD0248
 PD0248.The modeled gravity was interpolated from observed gravity values.
 PD0248
 PD0248;                    North         East    Units  Estimated Accuracy
 PD0248;SPC ME E     -    89,220.      344,670.      MT  (+/- 180 meters Scaled)
 PD0248
 PD0248                          SUPERSEDED SURVEY CONTROL
 PD0248
 PD0248  NGVD 29 (??/??/92)   17.757  (m)           58.26   (f) ADJ UNCH    2 0
 PD0248
 PD0248.Superseded values are not recommended for survey control.
 PD0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0248.See file dsdata.txt to determine how the superseded data were derived.
 PD0248
 PD0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK844244(NAD 83)
 PD0248_MARKER: DB = BENCH MARK DISK
 PD0248_SETTING: 80 = SET IN A BOULDER
 PD0248_SP_SET: BOULDER
 PD0248_STAMPING: Q 9 1945
 PD0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0248+STABILITY: SURFACE MOTION
 PD0248
 PD0248  HISTORY     - Date     Condition        Report By
 PD0248  HISTORY     - 1945     MONUMENTED       CGS
 PD0248  HISTORY     - 1962     GOOD             NGS
 PD0248  HISTORY     - 20020914 GOOD             USPSQD
 PD0248
 PD0248                          STATION DESCRIPTION
 PD0248
 PD0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PD0248'5.1 MI SE FROM STEUBEN.
 PD0248'2.0 MILES EAST ALONG U.S. HIGHWAY 1 FROM THE TOWN PARK AT
 PD0248'STEUBEN, THENCE 3.1 MILES SOUTH ALONG A BLACK TOP ROAD, SET ON
 PD0248'THE TOP AND ABOUT IN THE CENTER OF A 2-BY-2-FOOT BOULDER FLUSH
 PD0248'WITH THE GROUND, 24 FEET WEST OF THE CENTER LINE OF THE ROAD, 27
 PD0248'FEET NORTH OF THE CENTER LINE OF A DRIVEWAY, 79 FEET EAST OF THE
 PD0248'NORTHEAST CORNER OF A FARM HOUSE AND 2 FEET ABOVE THE LEVEL OF
 PD0248'THE ROAD.
 PD0248
 PD0248                          STATION RECOVERY (2002)
 PD0248
 PD0248'RECOVERY NOTE BY US POWER SQUADRON 2002 (SWL)
 PD0248'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0051 ***********************************************************************
 PE0051  DESIGNATION -  Q 90
 PE0051  PID         -  PE0051
 PE0051  STATE/COUNTY-  ME/HANCOCK
 PE0051  USGS QUAD   -  HANCOCK (1981)
 PE0051
 PE0051                         *CURRENT SURVEY CONTROL
 PE0051  ___________________________________________________________________
 PE0051* NAD 83(1986)-  44 35 25.     (N)    068 18 09.     (W)     SCALED    
 PE0051* NAVD 88     -        31.270  (meters)     102.59   (feet)  ADJUSTED  
 PE0051  ___________________________________________________________________
 PE0051  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 PE0051  DYNAMIC HT  -          31.269 (meters)     102.59  (feet)  COMP
 PE0051  MODELED GRAV-     980,564.6   (mgal)                       NAVD 88
 PE0051  OBS GRAVITY -     980,559.0   (mgal)                       GRAV_OBS
 PE0051
 PE0051  VERT ORDER  -  FIRST     CLASS I
 PE0051
 PE0051.The horizontal coordinates were scaled from a topographic map and have
 PE0051.an estimated accuracy of +/- 6 seconds.
 PE0051
 PE0051.The orthometric height was determined by differential leveling
 PE0051.and adjusted by the National Geodetic Survey in June 1991..
 PE0051.WARNING-Repeat measurements at this control monument indicate possible
 PE0051.vertical movement.
 PE0051
 PE0051.The geoid height was determined by GEOID03.
 PE0051
 PE0051.The dynamic height is computed by dividing the NAVD 88
 PE0051.geopotential number by the normal gravity value computed on the
 PE0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0051.degrees latitude (g = 980.6199 gals.).
 PE0051
 PE0051.The modeled gravity was interpolated from observed gravity values.
 PE0051.The observed gravity was obtained from relative gravimeter ties
 PE0051.to the IGSN71 gravity network.
 PE0051
 PE0051;                    North         East    Units  Estimated Accuracy
 PE0051;SPC ME E     -   102,640.      315,680.      MT  (+/- 180 meters Scaled)
 PE0051
 PE0051                          SUPERSEDED SURVEY CONTROL
 PE0051
 PE0051  NGVD 29 (??/??/92)   31.471  (m)          103.25   (f) ADJ UNCH    1 1
 PE0051
 PE0051.Superseded values are not recommended for survey control.
 PE0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0051.See file dsdata.txt to determine how the superseded data were derived.
 PE0051
 PE0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK553376(NAD 83)
 PE0051_MARKER: DB = BENCH MARK DISK
 PE0051_SETTING: 66 = SET IN ROCK OUTCROP
 PE0051_SP_SET: ROCK LEDGE
 PE0051_STAMPING: Q 90 1942
 PE0051_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0051+STABILITY: POSITION/ELEVATION WELL
 PE0051
 PE0051  HISTORY     - Date     Condition        Report By
 PE0051  HISTORY     - 1942     MONUMENTED       CGS
 PE0051  HISTORY     - 1966     GOOD             NGS
 PE0051  HISTORY     - 1978     GOOD             DMA
 PE0051
 PE0051                          STATION DESCRIPTION
 PE0051
 PE0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0051'3.8 MI W FROM FRANKLIN.
 PE0051'3.8 MILES WEST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE0051'CROSSING OF STATE HIGHWAY 182 AT FRANKLIN, 80 FEET EAST OF
 PE0051'MILEPOST P174/C96, IN THE TOP OF A NARROW LEDGE ON THE NORTH
 PE0051'FACE OF A SLOPING ROCK, 11.0 FEET SOUTH OF THE SOUTH RAIL, 1
 PE0051'FOOT SOUTHWEST OF THE NORTHEAST EDGE OF THE ROCK, AND ABOUT
 PE0051'1/2 FOOT ABOVE THE LEVEL OF THE TRACK.
 PE0051
 PE0051                          STATION RECOVERY (1978)
 PE0051
 PE0051'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PE0051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0256 ***********************************************************************
 PE0256  DESIGNATION -  Q 91
 PE0256  PID         -  PE0256
 PE0256  STATE/COUNTY-  ME/HANCOCK
 PE0256  USGS QUAD   -  WINTER HARBOR (1985)
 PE0256
 PE0256                         *CURRENT SURVEY CONTROL
 PE0256  ___________________________________________________________________
 PE0256* NAD 83(1986)-  44 28 12.     (N)    068 04 06.     (W)     SCALED    
 PE0256* NAVD 88     -        26.663  (meters)      87.48   (feet)  ADJUSTED  
 PE0256  ___________________________________________________________________
 PE0256  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 PE0256  DYNAMIC HT  -          26.662 (meters)      87.47  (feet)  COMP
 PE0256  MODELED GRAV-     980,578.0   (mgal)                       NAVD 88
 PE0256
 PE0256  VERT ORDER  -  SECOND    CLASS 0
 PE0256
 PE0256.The horizontal coordinates were scaled from a topographic map and have
 PE0256.an estimated accuracy of +/- 6 seconds.
 PE0256
 PE0256.The orthometric height was determined by differential leveling
 PE0256.and adjusted by the National Geodetic Survey in June 1991..
 PE0256
 PE0256.The geoid height was determined by GEOID03.
 PE0256
 PE0256.The dynamic height is computed by dividing the NAVD 88
 PE0256.geopotential number by the normal gravity value computed on the
 PE0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0256.degrees latitude (g = 980.6199 gals.).
 PE0256
 PE0256.The modeled gravity was interpolated from observed gravity values.
 PE0256
 PE0256;                    North         East    Units  Estimated Accuracy
 PE0256;SPC ME E     -    89,340.      334,340.      MT  (+/- 180 meters Scaled)
 PE0256
 PE0256                          SUPERSEDED SURVEY CONTROL
 PE0256
 PE0256  NGVD 29 (??/??/92)   26.865  (m)           88.14   (f) ADJ UNCH    2 0
 PE0256
 PE0256.Superseded values are not recommended for survey control.
 PE0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0256.See file dsdata.txt to determine how the superseded data were derived.
 PE0256
 PE0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK741244(NAD 83)
 PE0256_MARKER: DB = BENCH MARK DISK
 PE0256_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE0256_SP_SET: CULVERT
 PE0256_STAMPING: Q 91 1942
 PE0256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE0256
 PE0256  HISTORY     - Date     Condition        Report By
 PE0256  HISTORY     - 1942     MONUMENTED       CGS
 PE0256  HISTORY     - 1966     GOOD             NGS
 PE0256
 PE0256                          STATION DESCRIPTION
 PE0256
 PE0256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0256'1.8 MI W FROM GOULDSBORO.
 PE0256'0.15 MILE NORTH ALONG STATE HIGHWAY 186 FROM THE POST OFFICE
 PE0256'AT GOULDSBORO, THENCE 1.6 MILES WEST ALONG U.S. HIGHWAY 1, SET
 PE0256'ON THE TOP OF THE NORTH CONCRETE WING WALL AND AT THE WEST END
 PE0256'OF A 6-BY-6-FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY FOR
 PE0256'SMALL STREAM, 25 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 PE0256'0.3 MILE EAST OF THE JUNCTION OF U.S. HIGHWAY 1 AND STATE
 PE0256'HIGHWAY 195 AND ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0168 ***********************************************************************
 PD0168  DESIGNATION -  Q 92
 PD0168  PID         -  PD0168
 PD0168  STATE/COUNTY-  ME/WASHINGTON
 PD0168  USGS QUAD   -  PORCUPINE MOUNTAIN (1987)
 PD0168
 PD0168                         *CURRENT SURVEY CONTROL
 PD0168  ___________________________________________________________________
 PD0168* NAD 83(1986)-  44 53 46.     (N)    067 15 06.     (W)     SCALED    
 PD0168* NAVD 88     -        28.778  (meters)      94.42   (feet)  ADJUSTED  
 PD0168  ___________________________________________________________________
 PD0168  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 PD0168  DYNAMIC HT  -          28.778 (meters)      94.42  (feet)  COMP
 PD0168  MODELED GRAV-     980,603.6   (mgal)                       NAVD 88
 PD0168
 PD0168  VERT ORDER  -  FIRST     CLASS I
 PD0168
 PD0168.The horizontal coordinates were scaled from a topographic map and have
 PD0168.an estimated accuracy of +/- 6 seconds.
 PD0168
 PD0168.The orthometric height was determined by differential leveling
 PD0168.and adjusted by the National Geodetic Survey in June 1991..
 PD0168
 PD0168.The geoid height was determined by GEOID03.
 PD0168
 PD0168.The dynamic height is computed by dividing the NAVD 88
 PD0168.geopotential number by the normal gravity value computed on the
 PD0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0168.degrees latitude (g = 980.6199 gals.).
 PD0168
 PD0168.The modeled gravity was interpolated from observed gravity values.
 PD0168
 PD0168;                    North         East    Units  Estimated Accuracy
 PD0168;SPC ME E     -   137,360.      398,600.      MT  (+/- 180 meters Scaled)
 PD0168
 PD0168                          SUPERSEDED SURVEY CONTROL
 PD0168
 PD0168  NGVD 29 (??/??/92)   28.980  (m)           95.08   (f) ADJ UNCH    1 1
 PD0168
 PD0168.Superseded values are not recommended for survey control.
 PD0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0168.See file dsdata.txt to determine how the superseded data were derived.
 PD0168
 PD0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK380728(NAD 83)
 PD0168_MARKER: DB = BENCH MARK DISK
 PD0168_SETTING: 66 = SET IN ROCK OUTCROP
 PD0168_SP_SET: ROCK LEDGE
 PD0168_STAMPING: Q 92 1942
 PD0168_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0168+STABILITY: POSITION/ELEVATION WELL
 PD0168
 PD0168  HISTORY     - Date     Condition        Report By
 PD0168  HISTORY     - 1942     MONUMENTED       CGS
 PD0168  HISTORY     - 1966     GOOD             NGS
 PD0168  HISTORY     - 1978     GOOD             DMA
 PD0168
 PD0168                          STATION DESCRIPTION
 PD0168
 PD0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PD0168'0.4 MI SW FROM DENNYSVILLE.
 PD0168'0.35 MILE SOUTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PD0168'CROSSING OF STATE HIGHWAY 86 AT DENNYSVILLE, 117 FEET SOUTH OF
 PD0168'MILEPOST C23/P247, IN THE TOP OF AN OUTCROPPING ROCK LEDGE ABOUT
 PD0168'6-BY-15-FOOT AND FLUSH WITH THE GROUND, IN A THICK GROWTH OF
 PD0168'BRUSH, 103 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 146 FEET
 PD0168'EAST-NORTHEAST OF A DIM ROAD CROSSING, 73 FEET SOUTHEAST OF THE
 PD0168'SOUTHEAST RAILROAD RIGHT-OF-WAY FENCE, AND ABOUT 3 1/2 FEET
 PD0168'ABOVE THE LEVEL OF THE TRACK.
 PD0168
 PD0168                          STATION RECOVERY (1978)
 PD0168
 PD0168'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PD0168'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0244 ***********************************************************************
 PE0244  DESIGNATION -  Q 93
 PE0244  PID         -  PE0244
 PE0244  STATE/COUNTY-  ME/HANCOCK
 PE0244  USGS QUAD   -  WINTER HARBOR (1985)
 PE0244
 PE0244                         *CURRENT SURVEY CONTROL
 PE0244  ___________________________________________________________________
 PE0244* NAD 83(1986)-  44 25 12.     (N)    068 05 51.     (W)     SCALED    
 PE0244* NAVD 88     -        59.053  (meters)     193.74   (feet)  ADJUSTED  
 PE0244  ___________________________________________________________________
 PE0244  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 PE0244  DYNAMIC HT  -          59.050 (meters)     193.73  (feet)  COMP
 PE0244  MODELED GRAV-     980,564.2   (mgal)                       NAVD 88
 PE0244
 PE0244  VERT ORDER  -  SECOND    CLASS 0
 PE0244
 PE0244.The horizontal coordinates were scaled from a topographic map and have
 PE0244.an estimated accuracy of +/- 6 seconds.
 PE0244
 PE0244.The orthometric height was determined by differential leveling
 PE0244.and adjusted by the National Geodetic Survey in June 1991..
 PE0244
 PE0244.The geoid height was determined by GEOID03.
 PE0244
 PE0244.The dynamic height is computed by dividing the NAVD 88
 PE0244.geopotential number by the normal gravity value computed on the
 PE0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0244.degrees latitude (g = 980.6199 gals.).
 PE0244
 PE0244.The modeled gravity was interpolated from observed gravity values.
 PE0244
 PE0244;                    North         East    Units  Estimated Accuracy
 PE0244;SPC ME E     -    83,780.      332,050.      MT  (+/- 180 meters Scaled)
 PE0244
 PE0244                          SUPERSEDED SURVEY CONTROL
 PE0244
 PE0244  NGVD 29 (??/??/92)   59.260  (m)          194.42   (f) ADJ UNCH    2 0
 PE0244
 PE0244.Superseded values are not recommended for survey control.
 PE0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0244.See file dsdata.txt to determine how the superseded data were derived.
 PE0244
 PE0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK718189(NAD 83)
 PE0244_MARKER: DB = BENCH MARK DISK
 PE0244_SETTING: 66 = SET IN ROCK OUTCROP
 PE0244_SP_SET: BEDROCK
 PE0244_STAMPING: Q 93 1942
 PE0244_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0244+STABILITY: POSITION/ELEVATION WELL
 PE0244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE0244+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2005
 PE0244
 PE0244  HISTORY     - Date     Condition        Report By
 PE0244  HISTORY     - 1942     MONUMENTED       CGS
 PE0244  HISTORY     - 1966     GOOD             NGS
 PE0244  HISTORY     - 19940701 GOOD             USPSQD
 PE0244  HISTORY     - 20051116 GOOD             PATRIO
 PE0244
 PE0244                          STATION DESCRIPTION
 PE0244
 PE0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0244'2 MI N FROM WINTER HARBOR.
 PE0244'0.1 MILE EAST ALONG MAIN STREET FROM THE POST OFFICE AT WINTER
 PE0244'HARBOR, THENCE 1.9 MILES NORTH ALONG STATE HIGHWAY 186, SET ON
 PE0244'THE TOP OF A 3-BY-3-FOOT EXPOSED PORTION OF BEDROCK WHICH IS
 PE0244'FLUSH WITH THE GROUND, 40 1/2 FEET EAST OF THE CENTER LINE OF
 PE0244'THE HIGHWAY, 92 FEET NORTHEAST OF POWER LINE POLE NO. 122-567,
 PE0244'AND ABOUT LEVEL WITH THE HIGHWAY.  NOTE-- MARK MAY BE REACHED BY
 PE0244'GOING 1.45 MILES SOUTH ALONG STATE HIGHWAY 186 FROM THE POST
 PE0244'OFFICE AT SOUTH GOULDSBORO.
 PE0244
 PE0244                          STATION RECOVERY (1994)
 PE0244
 PE0244'RECOVERY NOTE BY US POWER SQUADRON 1994
 PE0244'RECOVERED IN GOOD CONDITION.
 PE0244
 PE0244                          STATION RECOVERY (2005)
 PE0244
 PE0244'RECOVERY NOTE BY PATRIOT LAND SURVEYORS 2005 (JBC)
 PE0244'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0117 ***********************************************************************
 PD0117  DESIGNATION -  Q 94
 PD0117  PID         -  PD0117
 PD0117  STATE/COUNTY-  ME/WASHINGTON
 PD0117  USGS QUAD   -  MACHIAS (1977)
 PD0117
 PD0117                         *CURRENT SURVEY CONTROL
 PD0117  ___________________________________________________________________
 PD0117* NAD 83(1986)-  44 43 00.     (N)    067 29 52.     (W)     SCALED    
 PD0117* NAVD 88     -        24.039  (meters)      78.87   (feet)  ADJUSTED  
 PD0117  ___________________________________________________________________
 PD0117  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 PD0117  DYNAMIC HT  -          24.038 (meters)      78.86  (feet)  COMP
 PD0117  MODELED GRAV-     980,584.0   (mgal)                       NAVD 88
 PD0117  OBS GRAVITY -     980,588.2   (mgal)                       GRAV_OBS
 PD0117
 PD0117  VERT ORDER  -  FIRST     CLASS I
 PD0117
 PD0117.The horizontal coordinates were scaled from a topographic map and have
 PD0117.an estimated accuracy of +/- 6 seconds.
 PD0117
 PD0117.The orthometric height was determined by differential leveling
 PD0117.and adjusted by the National Geodetic Survey in June 1991..
 PD0117.WARNING-Repeat measurements at this control monument indicate possible
 PD0117.vertical movement.
 PD0117
 PD0117.The geoid height was determined by GEOID03.
 PD0117
 PD0117.The dynamic height is computed by dividing the NAVD 88
 PD0117.geopotential number by the normal gravity value computed on the
 PD0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0117.degrees latitude (g = 980.6199 gals.).
 PD0117
 PD0117.The modeled gravity was interpolated from observed gravity values.
 PD0117.The observed gravity was obtained from relative gravimeter ties
 PD0117.to the IGSN71 gravity network.
 PD0117
 PD0117;                    North         East    Units  Estimated Accuracy
 PD0117;SPC ME E     -   117,150.      379,400.      MT  (+/- 180 meters Scaled)
 PD0117
 PD0117                          SUPERSEDED SURVEY CONTROL
 PD0117
 PD0117  NGVD 29 (??/??/92)   24.250  (m)           79.56   (f) ADJ UNCH    1 1
 PD0117
 PD0117.Superseded values are not recommended for survey control.
 PD0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0117.See file dsdata.txt to determine how the superseded data were derived.
 PD0117
 PD0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK189525(NAD 83)
 PD0117_MARKER: DB = BENCH MARK DISK
 PD0117_SETTING: 80 = SET IN A BOULDER
 PD0117_SP_SET: BOULDER
 PD0117_STAMPING: Q 94 1942
 PD0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0117+STABILITY: SURFACE MOTION
 PD0117
 PD0117  HISTORY     - Date     Condition        Report By
 PD0117  HISTORY     - 1942     MONUMENTED       CGS
 PD0117  HISTORY     - 1966     GOOD             NGS
 PD0117  HISTORY     - 1978     GOOD             DMA
 PD0117
 PD0117                          STATION DESCRIPTION
 PD0117
 PD0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PD0117'1.2 MI E FROM WHITNEYVILLE.
 PD0117'1.25 MILES EAST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PD0117'CROSSING OF U.S. HIGHWAY 1 A AT WHITNEYVILLE, 23 RAILS SOUTHEAST
 PD0117'OF MILEPOST C-47/P223, 0.6 MILE NORTHWEST OF THE CROSSING OF
 PD0117'U.S. HIGHWAY 1 A AT MACHIAS, 76.5 FEET SOUTHWEST OF THE SOUTHWEST
 PD0117'RAIL, 2 1/2 FEET ABOVE THE LEVEL OF THE TRACK, AND SET IN THE
 PD0117'TOP NEAR THE SOUTHEAST EDGE OF A EMBEDDED BOULDER THAT IS ABOUT
 PD0117'5-FOOT-SQUARE AND FLUSH WITH THE GROUND.  NOTE-- ALSO 2.4 MILES
 PD0117'WEST ALONG THE MAINE CENTRAL RAILROAD FROM THE STATION AT
 PD0117'MACHIAS.
 PD0117
 PD0117                          STATION RECOVERY (1978)
 PD0117
 PD0117'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PD0117'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0211 ***********************************************************************
 OB0211  DESIGNATION -  Q 96
 OB0211  PID         -  OB0211
 OB0211  STATE/COUNTY-  ME/SAGADAHOC
 OB0211  USGS QUAD   -  SMALL POINT (1957)
 OB0211
 OB0211                         *CURRENT SURVEY CONTROL
 OB0211  ___________________________________________________________________
 OB0211* NAD 83(1986)-  43 44 15.     (N)    069 50 25.     (W)     SCALED    
 OB0211* NAVD 88     -        11.090  (meters)      36.38   (feet)  ADJUSTED  
 OB0211  ___________________________________________________________________
 OB0211  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 OB0211  DYNAMIC HT  -          11.089 (meters)      36.38  (feet)  COMP
 OB0211  MODELED GRAV-     980,518.3   (mgal)                       NAVD 88
 OB0211
 OB0211  VERT ORDER  -  SECOND    CLASS 0
 OB0211
 OB0211.The horizontal coordinates were scaled from a topographic map and have
 OB0211.an estimated accuracy of +/- 6 seconds.
 OB0211
 OB0211.The orthometric height was determined by differential leveling
 OB0211.and adjusted by the National Geodetic Survey in June 1991..
 OB0211
 OB0211.The geoid height was determined by GEOID03.
 OB0211
 OB0211.The dynamic height is computed by dividing the NAVD 88
 OB0211.geopotential number by the normal gravity value computed on the
 OB0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0211.degrees latitude (g = 980.6199 gals.).
 OB0211
 OB0211.The modeled gravity was interpolated from observed gravity values.
 OB0211
 OB0211;                    North         East    Units  Estimated Accuracy
 OB0211;SPC ME W     -   100,500.      926,290.      MT  (+/- 180 meters Scaled)
 OB0211
 OB0211                          SUPERSEDED SURVEY CONTROL
 OB0211
 OB0211  NGVD 29 (??/??/92)   11.302  (m)           37.08   (f) ADJ UNCH    2 0
 OB0211
 OB0211.Superseded values are not recommended for survey control.
 OB0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0211.See file dsdata.txt to determine how the superseded data were derived.
 OB0211
 OB0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ323430(NAD 83)
 OB0211_MARKER: DB = BENCH MARK DISK
 OB0211_SETTING: 66 = SET IN ROCK OUTCROP
 OB0211_SP_SET: BEDROCK
 OB0211_STAMPING: Q 96 1943
 OB0211_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0211+STABILITY: POSITION/ELEVATION WELL
 OB0211
 OB0211  HISTORY     - Date     Condition        Report By
 OB0211  HISTORY     - 1943     MONUMENTED       CGS
 OB0211
 OB0211                          STATION DESCRIPTION
 OB0211
 OB0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 OB0211'0.9 MI N FROM SMALL POINT BEACH.
 OB0211'0.9 MILE NORTH ALONG STATE HIGHWAY 216 FROM THE POST OFFICE AT SMALL
 OB0211'POINT BEACH, SAGADAHOC COUNTY, 79.6 FEET SOUTHEAST OF POLE 187, AT
 OB0211'SMALL POINT RURAL SCHOOL, IN THE YARD, 24.6 FEET SOUTH OF THE
 OB0211'SOUTHWEST CORNER OF THE SCHOOL BUILDING, 23.6 FEET EAST OF THE CENTER
 OB0211'LINE OF THE HIGHWAY, AND IN THE TOP OF BEDROCK 0.3 FOOT ABOVE THE
 OB0211'GROUND.  A STANDARD DISK, STAMPED Q 96 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0244 ***********************************************************************
 OB0244  DESIGNATION -  Q 97
 OB0244  PID         -  OB0244
 OB0244  STATE/COUNTY-  ME/CUMBERLAND
 OB0244  USGS QUAD   -  ORRS ISLAND (1997)
 OB0244
 OB0244                         *CURRENT SURVEY CONTROL
 OB0244  ___________________________________________________________________
 OB0244* NAD 83(1986)-  43 45 39.     (N)    069 58 34.     (W)     SCALED    
 OB0244* NAVD 88     -        16.149  (meters)      52.98   (feet)  ADJUSTED  
 OB0244  ___________________________________________________________________
 OB0244  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 OB0244  DYNAMIC HT  -          16.148 (meters)      52.98  (feet)  COMP
 OB0244  MODELED GRAV-     980,520.2   (mgal)                       NAVD 88
 OB0244
 OB0244  VERT ORDER  -  SECOND    CLASS 0
 OB0244
 OB0244.The horizontal coordinates were scaled from a topographic map and have
 OB0244.an estimated accuracy of +/- 6 seconds.
 OB0244
 OB0244.The orthometric height was determined by differential leveling
 OB0244.and adjusted by the National Geodetic Survey in June 1991..
 OB0244
 OB0244.The geoid height was determined by GEOID03.
 OB0244
 OB0244.The dynamic height is computed by dividing the NAVD 88
 OB0244.geopotential number by the normal gravity value computed on the
 OB0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0244.degrees latitude (g = 980.6199 gals.).
 OB0244
 OB0244.The modeled gravity was interpolated from observed gravity values.
 OB0244
 OB0244;                    North         East    Units  Estimated Accuracy
 OB0244;SPC ME W     -   103,060.      915,340.      MT  (+/- 180 meters Scaled)
 OB0244
 OB0244                          SUPERSEDED SURVEY CONTROL
 OB0244
 OB0244  NGVD 29 (??/??/92)   16.346  (m)           53.63   (f) ADJ UNCH    2 0
 OB0244
 OB0244.Superseded values are not recommended for survey control.
 OB0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0244.See file dsdata.txt to determine how the superseded data were derived.
 OB0244
 OB0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ214457(NAD 83)
 OB0244_MARKER: DB = BENCH MARK DISK
 OB0244_SETTING: 66 = SET IN ROCK OUTCROP
 OB0244_SP_SET: BEDROCK
 OB0244_STAMPING: Q 97 1943
 OB0244_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0244+STABILITY: POSITION/ELEVATION WELL
 OB0244
 OB0244  HISTORY     - Date     Condition        Report By
 OB0244  HISTORY     - 1943     MONUMENTED       CGS
 OB0244  HISTORY     - 1978     GOOD             LOCENG
 OB0244
 OB0244                          STATION DESCRIPTION
 OB0244
 OB0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 OB0244'IN ORRS ISLAND.
 OB0244'AT ORRS ISLAND, CUMBERLAND COUNTY, ON STATE HIGHWAY 24, 300 FEET NORTH
 OB0244'OF THE POST OFFICE, 68 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 9
 OB0244'FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE PUBLIC LIBRARY, 5 FEET
 OB0244'SOUTH OF THE SOUTH FACE OF THE CONCRETE STEPS TO THE LIBRARY, AND IN
 OB0244'BEDROCK FLUSH WITH THE GROUND.  A STANDARD DISK, STAMPED Q 97 1943.
 OB0244
 OB0244                          STATION RECOVERY (1978)
 OB0244
 OB0244'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 OB0244'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0252 ***********************************************************************
 OC0252  DESIGNATION -  Q 98
 OC0252  PID         -  OC0252
 OC0252  STATE/COUNTY-  ME/YORK
 OC0252  USGS QUAD   -  BIDDEFORD (1975)
 OC0252
 OC0252                         *CURRENT SURVEY CONTROL
 OC0252  ___________________________________________________________________
 OC0252* NAD 83(1986)-  43 27 27.     (N)    070 23 20.     (W)     SCALED    
 OC0252* NAVD 88     -        12.896  (meters)      42.31   (feet)  ADJUSTED  
 OC0252  ___________________________________________________________________
 OC0252  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 OC0252  DYNAMIC HT  -          12.895 (meters)      42.31  (feet)  COMP
 OC0252  MODELED GRAV-     980,491.4   (mgal)                       NAVD 88
 OC0252
 OC0252  VERT ORDER  -  SECOND    CLASS 0
 OC0252
 OC0252.The horizontal coordinates were scaled from a topographic map and have
 OC0252.an estimated accuracy of +/- 6 seconds.
 OC0252
 OC0252.The orthometric height was determined by differential leveling
 OC0252.and adjusted by the National Geodetic Survey in June 1991..
 OC0252
 OC0252.The geoid height was determined by GEOID03.
 OC0252
 OC0252.The dynamic height is computed by dividing the NAVD 88
 OC0252.geopotential number by the normal gravity value computed on the
 OC0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0252.degrees latitude (g = 980.6199 gals.).
 OC0252
 OC0252.The modeled gravity was interpolated from observed gravity values.
 OC0252
 OC0252;                    North         East    Units  Estimated Accuracy
 OC0252;SPC ME W     -    69,360.      882,020.      MT  (+/- 180 meters Scaled)
 OC0252
 OC0252                          SUPERSEDED SURVEY CONTROL
 OC0252
 OC0252  NGVD 29 (??/??/92)   13.114  (m)           43.02   (f) ADJ UNCH    2 0
 OC0252
 OC0252.Superseded values are not recommended for survey control.
 OC0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0252.See file dsdata.txt to determine how the superseded data were derived.
 OC0252
 OC0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ876125(NAD 83)
 OC0252_MARKER: DB = BENCH MARK DISK
 OC0252_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC0252_SP_SET: BUILDING
 OC0252_STAMPING: Q 98 1943
 OC0252_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC0252
 OC0252  HISTORY     - Date     Condition        Report By
 OC0252  HISTORY     - 1943     MONUMENTED       CGS
 OC0252  HISTORY     - 1963     GOOD             NGS
 OC0252  HISTORY     - 1976     GOOD             NGS
 OC0252
 OC0252                          STATION DESCRIPTION
 OC0252
 OC0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 OC0252'4.6 MI SE FROM BIDDEFORD.
 OC0252'IS 4.6 MILES SOUTHEASTERLY FROM THE POST OFFICE ALONG THE 1943
 OC0252'LOCATION OF THE POOL ROAD.  IT IS IN FRONT OF THE NOW MAIN
 OC0252'BUILDING OF ST. FRANCIS COLLEGE.  (THE LARGE HOUSE, ROCK
 OC0252'RETAINING WALL AND THE STEPS IN THE OLD DESCRIPTION ARE NOW
 OC0252'GONE.)  THE MARK IS ON THE NORTHERLY SIDE OF THE POOL ROAD AS
 OC0252'TRAVELED IN 1943, ABOUT 22 FEET NORTHERLY OF THE TRAVELED
 OC0252'WAY.  IT IS 35 FEET, MORE OR LESS, WESTERLY FROM A POINT OPPOSITE
 OC0252'THE MAIN ENTRANCE TO THE COLLEGE BUILDING AND IS 62 FEET WESTERLY
 OC0252'FROM A HYDRANT STANDING ON THE NORTHERLY SIDE OF THE ROAD.
 OC0252
 OC0252                          STATION RECOVERY (1976)
 OC0252
 OC0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0252'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0495 ***********************************************************************
 OC0495  DESIGNATION -  Q 99
 OC0495  PID         -  OC0495
 OC0495  STATE/COUNTY-  ME/YORK
 OC0495  USGS QUAD   -  KITTERY (1989)
 OC0495
 OC0495                         *CURRENT SURVEY CONTROL
 OC0495  ___________________________________________________________________
 OC0495* NAD 83(1986)-  43 05 07.     (N)    070 40 58.     (W)     SCALED    
 OC0495* NAVD 88     -         7.389  (meters)      24.24   (feet)  ADJUSTED  
 OC0495  ___________________________________________________________________
 OC0495  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 OC0495  DYNAMIC HT  -           7.388 (meters)      24.24  (feet)  COMP
 OC0495  MODELED GRAV-     980,462.9   (mgal)                       NAVD 88
 OC0495
 OC0495  VERT ORDER  -  SECOND    CLASS 0
 OC0495
 OC0495.The horizontal coordinates were scaled from a topographic map and have
 OC0495.an estimated accuracy of +/- 6 seconds.
 OC0495
 OC0495.The orthometric height was determined by differential leveling
 OC0495.and adjusted by the National Geodetic Survey in June 1991..
 OC0495
 OC0495.The geoid height was determined by GEOID03.
 OC0495
 OC0495.The dynamic height is computed by dividing the NAVD 88
 OC0495.geopotential number by the normal gravity value computed on the
 OC0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0495.degrees latitude (g = 980.6199 gals.).
 OC0495
 OC0495.The modeled gravity was interpolated from observed gravity values.
 OC0495
 OC0495;                    North         East    Units  Estimated Accuracy
 OC0495;SPC ME W     -    28,120.      857,980.      MT  (+/- 180 meters Scaled)
 OC0495
 OC0495                          SUPERSEDED SURVEY CONTROL
 OC0495
 OC0495  NGVD 29 (??/??/92)    7.623  (m)           25.01   (f) ADJ UNCH    2 0
 OC0495
 OC0495.Superseded values are not recommended for survey control.
 OC0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0495.See file dsdata.txt to determine how the superseded data were derived.
 OC0495
 OC0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH630716(NAD 83)
 OC0495_MARKER: DB = BENCH MARK DISK
 OC0495_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC0495_SP_SET: BRIDGE
 OC0495_STAMPING: Q 99 1943
 OC0495_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC0495_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OC0495+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2005
 OC0495
 OC0495  HISTORY     - Date     Condition        Report By
 OC0495  HISTORY     - 1943     MONUMENTED       CGS
 OC0495  HISTORY     - 1976     GOOD             NGS
 OC0495  HISTORY     - 1988     GOOD             USPSQD
 OC0495  HISTORY     - 1989     GOOD             USPSQD
 OC0495  HISTORY     - 19931022 GOOD             USPSQD
 OC0495  HISTORY     - 20050510 GOOD             GEOCAC
 OC0495
 OC0495                          STATION DESCRIPTION
 OC0495
 OC0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 OC0495'1.1 MI E FROM KITTERY POINT.
 OC0495'1.1 MILES EAST ALONG THE GERRISH ISLAND ROAD FROM THE POST
 OC0495'OFFICE AT KITTERY POINT, YORK COUNTY, AT A CONCRETE BRIDGE WHICH
 OC0495'GOES OVER CHAUNCEYS CREEK TO GERRISH ISLAND, AND IN THE NORTHEAST
 OC0495'ABUTMENT OF THE WING WALL.
 OC0495
 OC0495                          STATION RECOVERY (1976)
 OC0495
 OC0495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0495'RECOVERED IN GOOD CONDITION.
 OC0495
 OC0495                          STATION RECOVERY (1988)
 OC0495
 OC0495'RECOVERY NOTE BY US POWER SQUADRON 1988 (RSR)
 OC0495'RECOVERED IN GOOD CONDITION.
 OC0495
 OC0495                          STATION RECOVERY (1989)
 OC0495
 OC0495'RECOVERY NOTE BY US POWER SQUADRON 1989 (RSR)
 OC0495'RECOVERED IN GOOD CONDITION.
 OC0495
 OC0495                          STATION RECOVERY (1993)
 OC0495
 OC0495'RECOVERY NOTE BY US POWER SQUADRON 1993
 OC0495'RECOVERED IN GOOD CONDITION.
 OC0495
 OC0495                          STATION RECOVERY (2005)
 OC0495
 OC0495'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 OC0495'HANDHELD COORDINATES ARE N43-05-06.96 W070-40-57.96.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ2714 ***********************************************************************
 AJ2714  CBN         -  This is a Cooperative Base Network Control Station.
 AJ2714  DESIGNATION -  QUACK
 AJ2714  PID         -  AJ2714
 AJ2714  STATE/COUNTY-  ME/HANCOCK
 AJ2714  USGS QUAD   -  DUCK LAKE (1987)
 AJ2714
 AJ2714                         *CURRENT SURVEY CONTROL
 AJ2714  ___________________________________________________________________
 AJ2714* NAD 83(1996)-  45 08 14.62072(N)    068 04 30.33691(W)     ADJUSTED  
 AJ2714* NAVD 88     -       157.9    (meters)     518.     (feet)  GPS OBS   
 AJ2714  ___________________________________________________________________
 AJ2714  X           -   1,682,827.123 (meters)                     COMP
 AJ2714  Y           -  -4,180,911.421 (meters)                     COMP
 AJ2714  Z           -   4,498,227.299 (meters)                     COMP
 AJ2714  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 AJ2714  ELLIP HEIGHT-         133.98  (meters)          (04/26/01) GPS OBS
 AJ2714  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 AJ2714
 AJ2714  HORZ ORDER  -  A
 AJ2714  ELLP ORDER  -  FOURTH    CLASS I
 AJ2714
 AJ2714.The horizontal coordinates were established by GPS observations
 AJ2714.and adjusted by the National Geodetic Survey in April 2001..
 AJ2714
 AJ2714.The orthometric height was determined by GPS observations and a
 AJ2714.high-resolution geoid model.
 AJ2714
 AJ2714.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2714
 AJ2714.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2714
 AJ2714.The ellipsoidal height was determined by GPS observations
 AJ2714.and is referenced to NAD 83.
 AJ2714
 AJ2714.The geoid height was determined by GEOID03.
 AJ2714
 AJ2714;                    North         East     Units Scale Factor Converg.
 AJ2714;SPC ME E     -   163,498.924   333,419.017   MT  0.99991373   +0 18 04.2
 AJ2714;UTM  19      - 4,998,629.448   572,722.334   MT  0.99966503   +0 39 20.2
 AJ2714
 AJ2714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2714!SPC ME E     -   0.99997899  x   0.99991373  =   0.99989273
 AJ2714!UTM  19      -   0.99997899  x   0.99966503  =   0.99964403
 AJ2714
 AJ2714                          SUPERSEDED SURVEY CONTROL
 AJ2714
 AJ2714.No superseded survey control is available for this station.
 AJ2714
 AJ2714_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK7272298629(NAD 83)
 AJ2714_MARKER: DD = SURVEY DISK
 AJ2714_SETTING: 66 = SET IN ROCK OUTCROP
 AJ2714_STAMPING: QUACK 1997
 AJ2714_MARK LOGO: MEDT  
 AJ2714_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2714_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ2714+STABILITY: POSITION/ELEVATION WELL
 AJ2714_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2714+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2000
 AJ2714
 AJ2714  HISTORY     - Date     Condition        Report By
 AJ2714  HISTORY     - 1997     MONUMENTED       MEDT
 AJ2714  HISTORY     - 20000710 GOOD             MEDT
 AJ2714
 AJ2714                          STATION DESCRIPTION
 AJ2714
 AJ2714'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 2000 (TL)
 AJ2714'THE STATION IS LOCATED IN TOWNSHIP T4 ND.  TO REACH FROM THE JUNCTION
 AJ2714'OF STATE HIGHWAYS 9 AND 193 IN TOWNSHIP 22 MD, GO EASTERLY FOR 0.2 MI
 AJ2714'(0.3 KM) ON HIGHWAY 9 TO A BRIDGE CROSSING NARRAGUAGUS STREAM.
 AJ2714'CONTINUE 0.95 MI (1.53 KM) TO A GRAVEL ROAD ON THE LEFT.  TURN LEFT
 AJ2714'AND GO NORTHERLY FOR 4.3 MI (6.9 KM) TO A HARD RIGHT AND SIDE ROAD
 AJ2714'LEFT AT SIGN --ONE LANE BRIDGE--.  BEAR RIGHT ON MAIN TRAVELED ROAD
 AJ2714'FOR 0.15 MI (0.24 KM) TO A WOODEN BRIDGE.  CONTINUE AHEAD FOR 2.25 MI
 AJ2714'(3.62 KM) TO A T-INTERSECTION.  TURN LEFT AND GO 2.15 MI (3.46 KM) TO
 AJ2714'BRACY POND CAMPSITE (SIGN IS MISSING).  CONTINUE FOR 0.35 MI (0.56 KM)
 AJ2714'TO A FORK.  BEAR RIGHT AND GO 0.2 MI (0.3 KM) TO A CROSSROAD, STUDMILL
 AJ2714'ROAD AND A NATURAL GAS PIPELINE.  CONTINUE NORTH FOR 1.7 MI (2.7 KM)
 AJ2714'TO A METAL GATE.  CONTINUE FOR 1.15 MI (1.85 KM) TO MEDIVAC SITE NO 10
 AJ2714'(DEER).  CONTINUE STRAIGHT FOR 1.05 MI (1.69 KM) TO A FORK.  BEAR
 AJ2714'RIGHT AND GO 1.8 MI (2.9 KM) TO A CROSSROAD.  CONTINUE AHEAD FOR 2.0
 AJ2714'MI (3.2 KM) TO A SIDE ROAD LEFT AND SIGN --DEWITTS AND BRAWN CAMP--.
 AJ2714'CONTINUE STRAIGHT FOR 1.0 MI (1.6 KM) TO GASSABIAS STREAM.  CROSS
 AJ2714'WOODEN BRIDGE AND CONTINUE FOR 0.95 MI (1.53 KM) TO GASSABIAS LAKE
 AJ2714'ROAD ON THE RIGHT.  CONTINUE AHEAD FOR 1.05 MI (1.69 KM) TO SIGN
 AJ2714'--STATE OF MAINE PUBLIC RESERVE LAND, DUCK LAKE UNIT--.  CONTINUE
 AJ2714'AHEAD FOR 2.5 MI (4.0 KM) TO A SIDE ROAD LEFT LEADING TO NICATOUS
 AJ2714'LAKE.  CONTINUE AHEAD, NORTHERLY FOR 0.6 MI (1.0 KM) TO A TRACK ROAD
 AJ2714'RIGHT.  TURN RIGHT ON TRACK ROAD AND GO SOUTHERLY FOR 200 FT (61.0 M)
 AJ2714'TO THE STATION ON THE LEFT. NOTE--ALLOW AMPLE TIME TO STATION AS
 AJ2714'GRAVEL ROAD IS ROUGH, RESTRICTING SPEED AND THE WOODEN BRIDGE CROSSING
 AJ2714'GASSABIAS STREAM IS DETERIORATING.  BRING PLANKS.  THE STATION IS SET
 AJ2714'IN A 1 M (3.3 FT) ROCK OUTCROP.  LOCATED 200 FT (61.0 M)
 AJ2714'SOUTH-SOUTHWEST OF THE CENTER OF THE MAIN GRAVEL ROAD, 103.3 FT (31.5
 AJ2714'M) SOUTH-SOUTHWEST OF AN 8-INCH WHITE BIRCH TREE WITH BLAZED TRIANGLE,
 AJ2714'84.4 FT (25.7 M) NORTH-NORTHWEST OF A 14-INCH PINE TREE WITH A BLAZED
 AJ2714'TRIANGLE, 65.1 FT (19.8 M) EAST-SOUTHEAST OF AN 8-INCH WHITE BIRCH
 AJ2714'TREE WITH BLAZED TRIANGLE, 28.3 FT (8.6 M) NORTH-NORTHWEST OF A METAL
 AJ2714'WITNESS POST SURROUNDED BY A ROCK CAIRN, 17.4 FT (5.3 M) EAST OF THE
 AJ2714'APPROXIMATE CENTER OF A TRACK ROAD AND ABOUT 2 FT (0.6 M) HIGHER THAN
 AJ2714'THE TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0685 ***********************************************************************
 RF0685  DESIGNATION -  QUAGGY JOE
 RF0685  PID         -  RF0685
 RF0685  STATE/COUNTY-  ME/AROOSTOOK
 RF0685  USGS QUAD   -  ECHO LAKE (1984)
 RF0685
 RF0685                         *CURRENT SURVEY CONTROL
 RF0685  ___________________________________________________________________
 RF0685* NAD 83(1996)-  46 36 11.76801(N)    068 00 23.86207(W)     ADJUSTED  
 RF0685* NAVD 88     -       370.     (meters)    1214.     (feet)  SCALED    
 RF0685  ___________________________________________________________________
 RF0685  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 RF0685  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 RF0685
 RF0685  HORZ ORDER  -  THIRD
 RF0685
 RF0685.The horizontal coordinates were established by classical geodetic methods
 RF0685.and adjusted by the National Geodetic Survey in March 1998..
 RF0685
 RF0685.The orthometric height was scaled from a topographic map.
 RF0685
 RF0685.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0685
 RF0685.The geoid height was determined by GEOID03.
 RF0685
 RF0685;                    North         East     Units Scale Factor Converg.
 RF0685;SPC ME E     -   326,443.183   337,796.917   MT  0.99991755   +0 21 30.6
 RF0685;UTM  19      - 5,161,557.589   576,078.639   MT  0.99967114   +0 43 18.6
 RF0685
 RF0685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0685!SPC ME E     -   0.99994571  x   0.99991755  =   0.99986326
 RF0685!UTM  19      -   0.99994571  x   0.99967114  =   0.99961686
 RF0685
 RF0685:                Primary Azimuth Mark                     Grid Az
 RF0685:SPC ME E     -  SQUA PAN                                 256 00 42.6
 RF0685:UTM  19      -  SQUA PAN                                 255 38 54.6
 RF0685
 RF0685|---------------------------------------------------------------------|
 RF0685| PID    Reference Object                     Distance      Geod. Az  |
 RF0685|                                                           dddmmss.s |
 RF0685| RF0686 SQUA PAN                            APPROX.15.3 KM 2562213.2 |
 RF0685|---------------------------------------------------------------------|
 RF0685
 RF0685                          SUPERSEDED SURVEY CONTROL
 RF0685
 RF0685  NAD 83(1992)-  46 36 11.76383(N)    068 00 23.85746(W) AD(       ) 3
 RF0685  NAD 83(1986)-  46 36 11.76055(N)    068 00 23.86533(W) AD(       ) 3
 RF0685  NAD 27      -  46 36 11.60780(N)    068 00 25.76656(W) AD(       ) 3
 RF0685
 RF0685.Superseded values are not recommended for survey control.
 RF0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0685.See file dsdata.txt to determine how the superseded data were derived.
 RF0685
 RF0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM7607961558(NAD 83)
 RF0685
 RF0685  HISTORY     - Date     Condition        Report By
 RF0685  HISTORY     - UNK      MONUMENTED
 RF0685  HISTORY     - 1953     SEE DESCRIPTION  USGS
 RF0685
 RF0685                          STATION DESCRIPTION
 RF0685
 RF0685'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 RF0685'STATION IS ABOUT 5.0 MI S. OF PRESQUE ISLE, AND 1.6 MI S. OF
 RF0685'SPRAGUEVILLE, ON HIGHEST POINT OF BARE ROCK RIDGE WHICH IS PROMINENT
 RF0685'FROM ALL DIRECTIONS.  FROM SPRAGUEVILLE A RD. LEADS TO CLEARED FIELDS
 RF0685'AND ABANDONED FARM BUILDINGS ON NW. SIDE OF MOUNTAIN.  AUTOMOBILE
 RF0685'MAY BE DRIVEN TO WITHIN 0.5 MI OF MOUNTAIN, THENCE A WALK THROUGH
 RF0685'TIMBER AND BRUSH TO TOP.  (REPORTED DESTROYED, 1953)
 RF0685'
 RF0685'STATION MARK,  STANDARD DISK SET IN SMALL OUTCROP OF SOLID ROCK,
 RF0685'NEAR N. END OF TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0684 ***********************************************************************
 RF0684  DESIGNATION -  QUAGGY JOE MOUNTAIN BEACON
 RF0684  PID         -  RF0684
 RF0684  STATE/COUNTY-  ME/AROOSTOOK
 RF0684  USGS QUAD   -  ECHO LAKE (1984)
 RF0684
 RF0684                         *CURRENT SURVEY CONTROL
 RF0684  ___________________________________________________________________
 RF0684* NAD 83(1996)-  46 36 11.44166(N)    068 00 23.92344(W)     ADJUSTED  
 RF0684* NAVD 88     -                                                        
 RF0684  ___________________________________________________________________
 RF0684  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 RF0684  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 RF0684
 RF0684  HORZ ORDER  -  THIRD
 RF0684
 RF0684.The horizontal coordinates were established by classical geodetic methods
 RF0684.and adjusted by the National Geodetic Survey in March 1998..
 RF0684
 RF0684
 RF0684.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0684
 RF0684.The geoid height was determined by GEOID03.
 RF0684
 RF0684;                    North         East     Units Scale Factor Converg.
 RF0684;SPC ME E     -   326,433.099   337,795.674   MT  0.99991755   +0 21 30.5
 RF0684;UTM  19      - 5,161,547.499   576,077.460   MT  0.99967114   +0 43 18.5
 RF0684
 RF0684                          SUPERSEDED SURVEY CONTROL
 RF0684
 RF0684  NAD 83(1992)-  46 36 11.43721(N)    068 00 23.91911(W) AD(       ) 4
 RF0684  NAD 83(1986)-  46 36 11.43423(N)    068 00 23.92658(W) AD(       ) 4
 RF0684  NAD 27      -  46 36 11.28000(N)    068 00 25.82700(W) AD(       ) 3
 RF0684
 RF0684.Superseded values are not recommended for survey control.
 RF0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0684.See file dsdata.txt to determine how the superseded data were derived.
 RF0684
 RF0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM7607761547(NAD 83)
 RF0684
 RF0684  HISTORY     - Date     Condition        Report By
 RF0684  HISTORY     - 1959     MONUMENTED       CGS
 RF0684  HISTORY     - 1963     SEE DESCRIPTION  CGS
 RF0684  HISTORY     - 1970     SEE DESCRIPTION  NGS
 RF0684
 RF0684                          STATION DESCRIPTION
 RF0684
 RF0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAS)
 RF0684'STATION IS LOCATED ON TOP OF QUAGGY JOE MOUNTAIN WHICH IS ABOUT
 RF0684'5 MILES SOUTH OF PRESQUE ISLE AND IN THE AROOSTOOK STATE
 RF0684'PARK.  STATION IS A TYPE E FAA BEACON AND HAS A RED BLINKING
 RF0684'LIGHT ON TOP.  THE POINT INTERSECTED WAS THE LIGHT ON TOP OF
 RF0684'BEACON.
 RF0684
 RF0684                          STATION RECOVERY (1963)
 RF0684
 RF0684'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FHG)
 RF0684'THE STATION WAS NOT VISITED, BUT A PARK RANGER AND MAINE STATE
 RF0684'POLICE OFFICER STATIONED IN THE AREA SAID THAT THE BEACON HAD NOT
 RF0684'BEEN MOVED IN THE LAST 10 YEARS.  SINCE ACCESSIBILITY OF THE
 RF0684'STATION WOULD REQUIRE A 2 TO 3 HOUR PACK, THEIR WORD WAS
 RF0684'ACCEPTED.  RECOVERED AS DESCRIBED.
 RF0684
 RF0684                          STATION RECOVERY (1970)
 RF0684
 RF0684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMR)
 RF0684'THE BEACON HAS BEEN REMOVED.  A RED FLASHING LIGHT HAS BEEN
 RF0684'INSTALLED IN THE CENTER OF THE TOWER.  IT APPEARS TO BE IN THE
 RF0684'EXACT SAME SPOT AS THE BEACON WAS LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2600 ***********************************************************************
 OC2600  DESIGNATION -  QUAKER
 OC2600  PID         -  OC2600
 OC2600  STATE/COUNTY-  ME/CUMBERLAND
 OC2600  USGS QUAD   -  NAPLES (1983)
 OC2600
 OC2600                         *CURRENT SURVEY CONTROL
 OC2600  ___________________________________________________________________
 OC2600* NAD 83(1996)-  43 58 00.61855(N)    070 31 43.94034(W)     ADJUSTED  
 OC2600* NAVD 88     -       226.9    (meters)     744.     (feet)  VERTCON   
 OC2600  ___________________________________________________________________
 OC2600  LAPLACE CORR-           4.47  (seconds)                    DEFLEC99
 OC2600  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 OC2600
 OC2600  HORZ ORDER  -  SECOND
 OC2600
 OC2600.The horizontal coordinates were established by classical geodetic methods
 OC2600.and adjusted by the National Geodetic Survey in March 1998..
 OC2600
 OC2600.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2600
 OC2600.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2600
 OC2600.The geoid height was determined by GEOID03.
 OC2600
 OC2600;                    North         East     Units Scale Factor Converg.
 OC2600;SPC ME W     -   125,992.617   870,933.649   MT  0.99997705   -0 15 05.3
 OC2600;UTM  19      - 4,869,325.814   377,355.221   MT  0.99978500   -1 03 41.5
 OC2600
 OC2600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2600!SPC ME W     -   0.99996862  x   0.99997705  =   0.99994567
 OC2600!UTM  19      -   0.99996862  x   0.99978500  =   0.99975362
 OC2600
 OC2600|---------------------------------------------------------------------|
 OC2600| PID    Reference Object                     Distance      Geod. Az  |
 OC2600|                                                           dddmmss.s |
 OC2600| OC2599 QUAKER RM 1                           9.447 METERS 00340     |
 OC2600| OC1986 RAYMOND TV MAST WGAN                APPROX. 5.6 KM 1465439.4 |
 OC2600| CE8400 QUAKER RM 2                           6.461 METERS 22051     |
 OC2600| OC2611 SEBAGO TV STA WCSH MAST             APPROX.18.9 KM 2304224.7 |
 OC2600| OC2601 QUAKER AZ MK                        APPROX. 2.5 KM 3240821.1 |
 OC2600| PF1124 BELL HILL MEETING HOUSE             APPROX.13.7 KM 3494309.5 |
 OC2600|---------------------------------------------------------------------|
 OC2600
 OC2600                          SUPERSEDED SURVEY CONTROL
 OC2600
 OC2600  NAD 83(1992)-  43 58 00.61774(N)    070 31 43.94072(W) AD(       ) 2
 OC2600  NAD 83(1986)-  43 58 00.62453(N)    070 31 43.94525(W) AD(       ) 2
 OC2600  NAD 27      -  43 58 00.35475(N)    070 31 45.73103(W) AD(       ) 2
 OC2600  NGVD 29 (07/19/86)  227.1    (m)          745.     (f) VERT ANG       
 OC2600
 OC2600.Superseded values are not recommended for survey control.
 OC2600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2600.See file dsdata.txt to determine how the superseded data were derived.
 OC2600
 OC2600_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ7735569326(NAD 83)
 OC2600_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OC2600_SETTING: 66 = SET IN ROCK OUTCROP
 OC2600
 OC2600  HISTORY     - Date     Condition        Report By
 OC2600  HISTORY     - 1977     MONUMENTED       NGS
 OC2600
 OC2600                          STATION DESCRIPTION
 OC2600
 OC2600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLO)
 OC2600'THE STATION IS LOCATED IN THE TOWN OF CASCO ON A HIGH HILL
 OC2600'KNOWN LOCALLY AS QUAKER HILL, ABOUT 4 MILES EAST OF NAPLES,
 OC2600'5.5 MILES NORTHWEST OF RAYMOND, 9.5 MILES SOUTHWEST OF
 OC2600'POLAND ON PROPERTY OWNED BY MR. HACKER A. HALL.
 OC2600'
 OC2600'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 121
 OC2600'AND 11 SOUTH OF CASCO, GO WESTERLY ON ROUTE 11 FOR 0.65 MILE
 OC2600'TO A CROSSROAD (QUAKER RIDGE ROAD). TURN LEFT AND GO SOUTHERLY
 OC2600'ON THE QUAKER RIDGE ROAD FOR 1.05 MILES TO A SIDE ROAD LEFT
 OC2600'JUST BEYOND SOME FUEL TANKS ON THE LEFT. TURN LEFT AND FOLLOW
 OC2600'THIS ROAD UPHILL FOR 0.15 MILES TO THE FIRST LEVEL PARKING
 OC2600'AREA IN A SMALL GROVE OF PINE TREES. THE STATION IS ON THE
 OC2600'LEFT, JUST BEYOND THE LAST PINE TREE ON THE LEFT.
 OC2600'
 OC2600'THE STATION MARK, STAMPED---QUAKER 1976---, IS A STANDARD DISK
 OC2600'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS
 OC2600'FLUSH WITH THE GROUND SURFACE. IT IS 21 FEET NORTHWEST OF THE
 OC2600'APPROXIMATE CENTER OF A GRAVEL TRACK ROAD, 30.5 FEET
 OC2600'NORTHEAST OF A 12-INCH PINE TREE AND 15 FEET SOUTHEAST OF
 OC2600'A 7-INCH PINE TREE, WHICH IS THE EAST ONE IN A ROW OF THREE.
 OC2600'
 OC2600'REFERENCE MARK 1, STAMPED---QUAKER NO 1 1976---, IS A STANDARD
 OC2600'DISK CEMENTED IN A DRILL HOLE IN AN IMBEDDED BOULDER WHICH IS
 OC2600'FLUSH WITH THE GROUND SURFACE. IT IS 49.5 FEET NORTHWEST OF
 OC2600'THE APPROXIMATE CENTER OF A GRAVEL TRACK ROAD, 5 FEET
 OC2600'NORTHEAST OF THE NORTH EDGE OF THE FILLED AREA AND 41 FEET
 OC2600'WEST OF A 6-INCH ASH TREE.
 OC2600'
 OC2600'REFERENCE MARK 2, STAMPED---QUAKER NO 2 1976---, IS A STANDARD
 OC2600'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS
 OC2600'FLUSH WITH THE GROUND SURFACE. IT IS 10.5 FEET NORTHWEST OF
 OC2600'THE APPROXIMATE CENTER OF A GRAVEL TRACK ROAD, 10 FEET
 OC2600'EAST OF A 12-INCH PINE TREE AND 24 FEET SOUTHEAST OF A 12-INCH
 OC2600'PINE TREE, WHICH IS THE WEST ONE IN A ROW OF THREE.
 OC2600'
 OC2600'THE AZIMUTH MARK, STAMPED---QUAKER 1976---, IS A STANDARD
 OC2600'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST
 OC2600'WHICH IS FLUSH WITH THE GROUND SURFACE. IT IS 2.5 FEET
 OC2600'SOUTH-SOUTHEAST OF A METAL WITNESS POST, 34 FEET
 OC2600'SOUTH-SOUTHWEST OF THE CENTERLINE OF ROUTE 11 AND 57 FEET
 OC2600'WEST-NORTHWEST OF POLE NUMBER 42.
 OC2600'
 OC2600'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF ROUTE 11 WITH
 OC2600'THE QUAKER RIDGE ROAD, GO WESTERLY ON ROUTE 11 FOR 1.05 MILES
 OC2600'TO THE AZIMUTH MARK ON THE LEFT AT THE WEST END OF A LUMBER
 OC2600'YARD ON THE SOUTH SIDE OF A STONE WALL.
 OC2600'
 OC2600'THE HEIGHT OF THE LIGHT ABOVE THE STATION WAS 1.2 METERS.
 OC2600'
 OC2600'DESCRIBED BY PHILIP H. PARENT JR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2460 ***********************************************************************
 PE2460  DESIGNATION -  QUAKER
 PE2460  PID         -  PE2460
 PE2460  STATE/COUNTY-  ME/KENNEBEC
 PE2460  USGS QUAD   -  BELGRADE (1980)
 PE2460
 PE2460                         *CURRENT SURVEY CONTROL
 PE2460  ___________________________________________________________________
 PE2460* NAD 83(1996)-  44 26 08.42475(N)    069 46 28.60689(W)     ADJUSTED  
 PE2460* NAVD 88     -       184.     (meters)     604.     (feet)  SCALED    
 PE2460  ___________________________________________________________________
 PE2460  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 PE2460  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 PE2460
 PE2460  HORZ ORDER  -  THIRD
 PE2460
 PE2460.The horizontal coordinates were established by classical geodetic methods
 PE2460.and adjusted by the National Geodetic Survey in March 1998..
 PE2460
 PE2460.The orthometric height was scaled from a topographic map.
 PE2460
 PE2460.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2460
 PE2460.The geoid height was determined by GEOID03.
 PE2460
 PE2460;                    North         East     Units Scale Factor Converg.
 PE2460;SPC ME W     -   178,097.019   931,213.082   MT  0.99997864   +0 16 28.1
 PE2460;UTM  19      - 4,920,555.755   438,352.298   MT  0.99964674   -0 32 32.4
 PE2460
 PE2460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2460!SPC ME W     -   0.99997523  x   0.99997864  =   0.99995387
 PE2460!UTM  19      -   0.99997523  x   0.99964674  =   0.99962198
 PE2460
 PE2460                          SUPERSEDED SURVEY CONTROL
 PE2460
 PE2460  NAD 83(1992)-  44 26 08.42322(N)    069 46 28.60425(W) AD(       ) 3
 PE2460  NAD 83(1986)-  44 26 08.42941(N)    069 46 28.60971(W) AD(       ) 3
 PE2460  NAD 27      -  44 26 08.18163(N)    069 46 30.44059(W) AD(       ) 3
 PE2460
 PE2460.Superseded values are not recommended for survey control.
 PE2460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2460.See file dsdata.txt to determine how the superseded data were derived.
 PE2460
 PE2460_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK3835220556(NAD 83)
 PE2460_MARKER: B = BOLT
 PE2460_SETTING: 66 = SET IN ROCK OUTCROP
 PE2460_SP_SET: SET IN ROCK OUTCROP
 PE2460_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE2460+STABILITY: POSITION/ELEVATION WELL
 PE2460
 PE2460  HISTORY     - Date     Condition        Report By
 PE2460  HISTORY     - 1902     MONUMENTED       USGS
 PE2460
 PE2460                          STATION DESCRIPTION
 PE2460
 PE2460'DESCRIBED BY US GEOLOGICAL SURVEY 1902
 PE2460'ON QUAKER HILL IN TOWN OF SIDNEY ABOUT 6.0 MI E. BY ROAD FROM
 PE2460'BELGRADE STATION.
 PE2460'
 PE2460'STATION MARK,  AN IRON RING BOLT IN SOLID ROCK.  (RING ABOVE SURFACE)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2601 ***********************************************************************
 OC2601  DESIGNATION -  QUAKER AZ MK
 OC2601  PID         -  OC2601
 OC2601  STATE/COUNTY-  ME/CUMBERLAND
 OC2601  USGS QUAD   -  NAPLES (1983)
 OC2601
 OC2601                         *CURRENT SURVEY CONTROL
 OC2601  ___________________________________________________________________
 OC2601* NAD 83(1996)-  43 59 07.47767(N)    070 32 50.87985(W)     ADJUSTED  
 OC2601* NAVD 88     -        98.4    (meters)     323.     (feet)  VERTCON   
 OC2601  ___________________________________________________________________
 OC2601  LAPLACE CORR-           4.55  (seconds)                    DEFLEC99
 OC2601  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 OC2601
 OC2601  HORZ ORDER  -  SECOND
 OC2601
 OC2601.The horizontal coordinates were established by classical geodetic methods
 OC2601.and adjusted by the National Geodetic Survey in March 1998..
 OC2601
 OC2601.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2601
 OC2601.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2601
 OC2601.The geoid height was determined by GEOID03.
 OC2601
 OC2601;                    North         East     Units Scale Factor Converg.
 OC2601;SPC ME W     -   128,062.833   869,451.012   MT  0.99997814   -0 15 52.0
 OC2601;UTM  19      - 4,871,416.389   375,902.282   MT  0.99978941   -1 04 29.3
 OC2601
 OC2601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2601!SPC ME W     -   0.99998877  x   0.99997814  =   0.99996691
 OC2601!UTM  19      -   0.99998877  x   0.99978941  =   0.99977818
 OC2601
 OC2601:                Primary Azimuth Mark                     Grid Az
 OC2601:SPC ME W     -  QUAKER                                   144 23 26.6
 OC2601:UTM  19      -  QUAKER                                   145 12 03.9
 OC2601
 OC2601|---------------------------------------------------------------------|
 OC2601| PID    Reference Object                     Distance      Geod. Az  |
 OC2601|                                                           dddmmss.s |
 OC2601| OC2600 QUAKER                              APPROX. 2.5 KM 1440734.6 |
 OC2601| OC1986 RAYMOND TV MAST WGAN                APPROX. 8.1 KM 1460156.2 |
 OC2601|---------------------------------------------------------------------|
 OC2601
 OC2601                          SUPERSEDED SURVEY CONTROL
 OC2601
 OC2601  NAD 83(1992)-  43 59 07.47688(N)    070 32 50.88019(W) AD(       ) 2
 OC2601  NAD 83(1986)-  43 59 07.48376(N)    070 32 50.88471(W) AD(       ) 2
 OC2601  NAD 27      -  43 59 07.21441(N)    070 32 52.66839(W) AD(       ) 2
 OC2601  NGVD 29 (07/19/86)   98.6    (m)          323.     (f) VERT ANG       
 OC2601
 OC2601.Superseded values are not recommended for survey control.
 OC2601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2601.See file dsdata.txt to determine how the superseded data were derived.
 OC2601
 OC2601_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ7590271416(NAD 83)
 OC2601_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OC2601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC2601_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC2601
 OC2601  HISTORY     - Date     Condition        Report By
 OC2601  HISTORY     - 1977     MONUMENTED       NGS
 OC2601
 OC2601                          STATION DESCRIPTION
 OC2601
 OC2601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (ALB)
 OC2601'THIS STATION WAS ESTABLISHED BY AN EDM MEASUREMENT FROM
 OC2601'TRAVERSE STATION QUAKER. SEE DESCRIPTION THEREOF.
 OC2601'
 OC2601'DESCRIBED BY JERRY E. ELLINGWOOD.
 OC2601'
 OC2601'THE HEIGHT OF LIGHT ABOVE THE STATION WAS 1.0 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0703 ***********************************************************************
 QF0703  DESIGNATION -  QUARANTINE
 QF0703  PID         -  QF0703
 QF0703  STATE/COUNTY-  ME/WASHINGTON
 QF0703  USGS QUAD   -  DEVILS HEAD (1977)
 QF0703
 QF0703                         *CURRENT SURVEY CONTROL
 QF0703  ___________________________________________________________________
 QF0703* NAD 83(1996)-  45 10 03.33255(N)    067 12 33.28757(W)     ADJUSTED  
 QF0703* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 QF0703  ___________________________________________________________________
 QF0703  LAPLACE CORR-           3.92  (seconds)                    DEFLEC99
 QF0703  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 QF0703
 QF0703  HORZ ORDER  -  THIRD
 QF0703
 QF0703.The horizontal coordinates were established by classical geodetic methods
 QF0703.and adjusted by the National Geodetic Survey in March 1998..
 QF0703
 QF0703.The orthometric height was scaled from a topographic map.
 QF0703
 QF0703.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0703
 QF0703.The geoid height was determined by GEOID03.
 QF0703
 QF0703;                    North         East     Units Scale Factor Converg.
 QF0703;SPC ME E     -   167,577.348   401,464.516   MT  1.00002655   +0 54 55.6
 QF0703;UTM  19      - 5,003,127.910   640,726.608   MT  0.99984351   +1 16 12.6
 QF0703
 QF0703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0703!SPC ME E     -   1.00000335  x   1.00002655  =   1.00002990
 QF0703!UTM  19      -   1.00000335  x   0.99984351  =   0.99984686
 QF0703
 QF0703:                Primary Azimuth Mark                     Grid Az
 QF0703:SPC ME E     -  LEDGE IBC                                030 03 02.0
 QF0703:UTM  19      -  LEDGE IBC                                029 41 45.0
 QF0703
 QF0703|---------------------------------------------------------------------|
 QF0703| PID    Reference Object                     Distance      Geod. Az  |
 QF0703|                                                           dddmmss.s |
 QF0703| QF0726 LEDGE IBC                           APPROX. 0.7 KM 0305757.6 |
 QF0703| QF0718 QUARANTINE PIER SE COR BCN          190.370 METERS 05032     |
 QF0703| CE9468 QUARANTINE RM 1                       6.874 METERS 09447     |
 QF0703| CE9469 QUARANTINE RM 2                      16.350 METERS 22635     |
 QF0703| QF0742 MARK POINT IBC                      282.686 METERS 34318     |
 QF0703| QF0727 MARK POINT LH FINIAL IBC            293.056 METERS 34431     |
 QF0703|---------------------------------------------------------------------|
 QF0703
 QF0703                          SUPERSEDED SURVEY CONTROL
 QF0703
 QF0703  NAD 83(1992)-  45 10 03.32701(N)    067 12 33.28572(W) AD(       ) 3
 QF0703  NAD 83(1986)-  45 10 03.32986(N)    067 12 33.29062(W) AD(       ) 3
 QF0703  NAD 27      -  45 10 03.05100(N)    067 12 35.32800(W) AD(       ) 3
 QF0703
 QF0703.Superseded values are not recommended for survey control.
 QF0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0703.See file dsdata.txt to determine how the superseded data were derived.
 QF0703
 QF0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL4072703128(NAD 83)
 QF0703_MARKER: DH = HORIZONTAL CONTROL DISK
 QF0703_SETTING: 66 = SET IN ROCK OUTCROP
 QF0703
 QF0703  HISTORY     - Date     Condition        Report By
 QF0703  HISTORY     - 1908     MONUMENTED       IBC
 QF0703  HISTORY     - 1922     POOR             IBC
 QF0703  HISTORY     - 1946     SEE DESCRIPTION  CGS
 QF0703
 QF0703                          STATION DESCRIPTION
 QF0703
 QF0703'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (JEM)
 QF0703'ON THE S BANK OF THE ST CROIX RIVER, ABOUT 4-1/2 MILES BELOW CALAIS,
 QF0703'ON THE PROMINENT WOODED POINT DIRECTLY OPPOSITE MARK POINT LIGHTHOUSE,
 QF0703'AND JUST ABOVE THE GREAT BEACON MARKING THE UPPER END OF EXTENSIVE
 QF0703'LEDGE WHICH MAKES OUT FROM THE UNITED STATES SHORE.  THE STATION IS ON
 QF0703'A BARE LEDGE OF BLACK GRANITE 1 METER INSIDE ORDINARY HIGH-WATER LINE.
 QF0703'
 QF0703'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE IN THE LEDGE.  THE
 QF0703'LETTERS---U.S.R.M.---ARE CUT IN THE LEDGE.  A CROSS WITHIN A TRIANGLE
 QF0703'IS CUT ON THE TOP OF A SLOPING LEDGE S 85 13 E, 6.87 METERS FROM
 QF0703'THE STATION, AND A LIKE MARK IS CUT ON THE SLOPING TOP OF A BLACK
 QF0703'GRANITE LEDGE S 46 35 W, 16.35 METERS FROM THE STATION.
 QF0703'REFERENCE MONUMENT 235 BEARS S 44 30 E, 16.37 METERS DISTANT.
 QF0703
 QF0703                          STATION RECOVERY (1922)
 QF0703
 QF0703'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1922 (FHB)
 QF0703'THE HEAD OF THE DISK HAS BEEN BROKEN OFF, BUT THE SHANK IS STILL IN
 QF0703'PLACE.  THE SHANK OF A BROKEN REFERENCE POST IS SET IN A HOLE 29
 QF0703'CENTIMETERS SOUTH OF THE STATION MARK. THERE IS AN IRON PIN IN A
 QF0703'LEDGE 100 FEET DOWNSTREAM.
 QF0703
 QF0703                          STATION RECOVERY (1946)
 QF0703
 QF0703'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (NWS)
 QF0703'THE STATION IS ON THE S BANK OF THE ST. CROIX RIVER, ABOUT
 QF0703'4-1/2 MILES BELOW CALAIS, ON THE PROMINENT WOODED POINT DIRECTLY
 QF0703'OPPOSITE MARK POINT LIGHTHOUSE, AND JUST ABOVE THE GREAT BEACON
 QF0703'MARKING THE UPPER END OF EXTENSIVE LEDGE WHICH MAKES OUT FROM
 QF0703'THE UNITED STATES SHORE.  THE STATION IS ON A BARE LEDGE OF
 QF0703'BLACK GRANITE 1 METER INSIDE ORDINARY HIGH-WATER LINE.
 QF0703'
 QF0703'THE STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE IN THE
 QF0703'LEDGE.  THE LETTERS U.S.R.M. ARE CUT IN THE LEDGE.  A CROSS
 QF0703'WITHIN A TRIANGLE IS CUT ON THE TOP OF A SLOPING LEDGE S. 85 DEG
 QF0703'13 MIN E., 6.87 METERS FROM THE STATION, AND A LIKE MARK IS
 QF0703'CUT ON THE SLOPING TOP OF A BLACK GRANITE LEDGE S. 46 DEG 35 MIN
 QF0703'W., 16.35 METERS FROM THE STATION.  REFERENCE MONUMENT 235 BEARS
 QF0703'S. 44 DEG 30 MIN E., 16.37 METERS DISTANT.  IN 1922 THE HEAD OF
 QF0703'THE BRONZE DISK WAS FOUND BROKEN OFF, THE SHANK REMAINING IN
 QF0703'THE HOLE.  THE SHANK OF A BROKEN REFERENCE POST IS SET IN A
 QF0703'HOLE 29 CENTIMETERS S OF THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1722 ***********************************************************************
 PE1722  DESIGNATION -  QUARRY 1879
 PE1722  PID         -  PE1722
 PE1722  STATE/COUNTY-  ME/HANCOCK
 PE1722  USGS QUAD   -  HANCOCK (1981)
 PE1722
 PE1722                         *CURRENT SURVEY CONTROL
 PE1722  ___________________________________________________________________
 PE1722* NAD 83(1996)-  44 34 52.75013(N)    068 15 22.96496(W)     ADJUSTED  
 PE1722* NAVD 88     -        26.     (meters)      85.     (feet)  SCALED    
 PE1722  ___________________________________________________________________
 PE1722  LAPLACE CORR-           3.96  (seconds)                    DEFLEC99
 PE1722  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 PE1722
 PE1722  HORZ ORDER  -  THIRD
 PE1722
 PE1722.The horizontal coordinates were established by classical geodetic methods
 PE1722.and adjusted by the National Geodetic Survey in March 1998..
 PE1722
 PE1722.The orthometric height was scaled from a topographic map.
 PE1722
 PE1722.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1722
 PE1722.The geoid height was determined by GEOID03.
 PE1722
 PE1722;                    North         East     Units Scale Factor Converg.
 PE1722;SPC ME E     -   101,650.047   319,346.175   MT  0.99990460   +0 10 15.6
 PE1722;UTM  19      - 4,936,710.920   559,033.981   MT  0.99964286   +0 31 19.1
 PE1722
 PE1722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1722!SPC ME E     -   0.99999977  x   0.99990460  =   0.99990437
 PE1722!UTM  19      -   0.99999977  x   0.99964286  =   0.99964263
 PE1722
 PE1722:                Primary Azimuth Mark                     Grid Az
 PE1722:SPC ME E     -  ROAD                                     058 47 03.9
 PE1722:UTM  19      -  ROAD                                     058 26 00.4
 PE1722
 PE1722|---------------------------------------------------------------------|
 PE1722| PID    Reference Object                     Distance      Geod. Az  |
 PE1722|                                                           dddmmss.s |
 PE1722| PE1712 ROAD                                APPROX. 3.4 KM 0585719.5 |
 PE1722| PE1717 DYER HANCOCK COUNTY                 APPROX. 1.2 KM 0992828.5 |
 PE1722| PE1728 MACOMBER H NEW BARN E GABLE         348.238 METERS 25618     |
 PE1722|---------------------------------------------------------------------|
 PE1722
 PE1722                          SUPERSEDED SURVEY CONTROL
 PE1722
 PE1722  NAD 83(1992)-  44 34 52.74300(N)    068 15 22.96824(W) AD(       ) 3
 PE1722  NAD 83(1986)-  44 34 52.74131(N)    068 15 22.97134(W) AD(       ) 3
 PE1722  NAD 27      -  44 34 52.46000(N)    068 15 24.92000(W) AD(       ) 3
 PE1722
 PE1722.Superseded values are not recommended for survey control.
 PE1722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1722.See file dsdata.txt to determine how the superseded data were derived.
 PE1722
 PE1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK5903436711(NAD 83)
 PE1722
 PE1722  HISTORY     - Date     Condition        Report By
 PE1722  HISTORY     - 1879     MONUMENTED       CGS
 PE1722  HISTORY     - 1933     SEE DESCRIPTION  MEGS
 PE1722  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE1722  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE1722
 PE1722                          STATION DESCRIPTION
 PE1722
 PE1722'DESCRIBED BY COAST AND GEODETIC SURVEY 1879 (HGO)
 PE1722'ON THE HIGHEST PART OF A ROCKY HILL IN THE WESTERN PART OF
 PE1722'THE VILLAGE OF FRANKLIN.  THE LAND BELONGED TO MRS. SUTHERLAND
 PE1722'AND IS THE SITE OF AN EXTENSIVE QUARRY NOT NOW IN OPERATION.
 PE1722'
 PE1722'A SCHOOLHOUSE BEARS NW FROM THE STATION, AND THE LATTER IS
 PE1722'MARKED BY A HOLE DRILLED IN A ROCK.
 PE1722
 PE1722                          STATION RECOVERY (1933)
 PE1722
 PE1722'RECOVERY NOTE BY MAINE GEODETIC SURVEY 1933
 PE1722'THE OLD QUARRY MENTIONED IN THE DESCRIPTION MAY EASILY BE
 PE1722'REACHED BY A SHORT ROAD WHICH RUNS S FROM HIGHWAY 182, AT THE
 PE1722'EASTERN EDGE OF THE VILLAGE OF WEST FRANKLIN, AND EXTENDS ALMOST
 PE1722'TO THE QUARRY.  I FOUND SEVERAL DRILL HOLES, ALL OF WHICH LOOKED
 PE1722'AS THOUGH THEY HAD BEEN MADE DURING THE QUARRYING OPERATIONS,
 PE1722'AND I DID NOT IDENTIFY THE STATION, WHICH MAY, HOWEVER, STILL
 PE1722'EXIST.  APPARENTLY THE QUARRY HAS NOT BEEN WORKED FOR MANY
 PE1722'YEARS.
 PE1722
 PE1722                          STATION RECOVERY (1934)
 PE1722
 PE1722'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1722'THE PRESENCE OF MANY DRILL HOLES IN THE VICINITY OF THE STATION
 PE1722'MAKES ITS IDENTIFICATION PRACTICALLY IMPOSSIBLE.  IT SHOULD BE
 PE1722'CONSIDERED AS LOST.
 PE1722
 PE1722                          STATION RECOVERY (1944)
 PE1722
 PE1722'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1722'STATION SHOULD BE CONSIDERED AS LOST BECAUSE OF THE PRESENCE
 PE1722'OF SO MANY DRILL HOLES ON THE HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1691 ***********************************************************************
 PE1691  DESIGNATION -  QUILL PIG
 PE1691  PID         -  PE1691
 PE1691  STATE/COUNTY-  ME/HANCOCK
 PE1691  USGS QUAD   -  QUILLPIG MOUNTAIN (1987)
 PE1691
 PE1691                         *CURRENT SURVEY CONTROL
 PE1691  ___________________________________________________________________
 PE1691* NAD 83(1996)-  44 57 50.52148(N)    068 02 19.42589(W)     ADJUSTED  
 PE1691* NAVD 88     -       228.     (meters)     748.     (feet)  SCALED    
 PE1691  ___________________________________________________________________
 PE1691  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 PE1691  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 PE1691
 PE1691  HORZ ORDER  -  THIRD
 PE1691
 PE1691.The horizontal coordinates were established by classical geodetic methods
 PE1691.and adjusted by the National Geodetic Survey in March 1998..
 PE1691
 PE1691.The orthometric height was scaled from a topographic map.
 PE1691
 PE1691.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1691
 PE1691.The geoid height was determined by GEOID03.
 PE1691
 PE1691;                    North         East     Units Scale Factor Converg.
 PE1691;SPC ME E     -   144,250.452   336,388.834   MT  0.99991628   +0 19 33.5
 PE1691;UTM  19      - 4,979,404.439   575,810.220   MT  0.99967067   +0 40 45.6
 PE1691
 PE1691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1691!SPC ME E     -   0.99996805  x   0.99991628  =   0.99988433
 PE1691!UTM  19      -   0.99996805  x   0.99967067  =   0.99963873
 PE1691
 PE1691:                Primary Azimuth Mark                     Grid Az
 PE1691:SPC ME E     -  HUMPBACK                                 206 42 14.7
 PE1691:UTM  19      -  HUMPBACK                                 206 21 02.6
 PE1691
 PE1691|---------------------------------------------------------------------|
 PE1691| PID    Reference Object                     Distance      Geod. Az  |
 PE1691|                                                           dddmmss.s |
 PE1691| PE1693 HUMPBACK                            APPROX.12.4 KM 2070148.2 |
 PE1691|---------------------------------------------------------------------|
 PE1691
 PE1691                          SUPERSEDED SURVEY CONTROL
 PE1691
 PE1691  NAD 83(1992)-  44 57 50.52007(N)    068 02 19.42359(W) AD(       ) 3
 PE1691  NAD 83(1986)-  44 57 50.51835(N)    068 02 19.42727(W) AD(       ) 3
 PE1691  NAD 27      -  44 57 50.25797(N)    068 02 21.38124(W) AD(       ) 3
 PE1691
 PE1691.Superseded values are not recommended for survey control.
 PE1691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1691.See file dsdata.txt to determine how the superseded data were derived.
 PE1691
 PE1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK7581079404(NAD 83)
 PE1691_MARKER: DD = SURVEY DISK
 PE1691_SETTING: 80 = SET IN A BOULDER
 PE1691_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE1691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1691+STABILITY: SURFACE MOTION
 PE1691
 PE1691  HISTORY     - Date     Condition        Report By
 PE1691  HISTORY     - 1928     MONUMENTED       USGS
 PE1691
 PE1691                          STATION DESCRIPTION
 PE1691
 PE1691'DESCRIBED BY US GEOLOGICAL SURVEY 1928 (BHY)
 PE1691'LOCATED IN T. 35, ABOUT 2.0 MI N. OF LINE BETWEEN HANCOCK AND
 PE1691'WASHINGTON COUNTIES AND JUST E. OF CENTERLINE OF TOWNSHIP, NEAR CENTER
 PE1691'OF TOP OF QUILLPIG MOUNTAIN, WHICH IS SE. ONE OF TWO SIMILAR PEAKS
 PE1691'IN THIS VICINITY, THE OTHER KNOWN AS OAK MOUNTAIN.  PEAK IS W. OF
 PE1691'HEAD OF GREEN LAKE AND RISES ABRUPTLY FROM SHORE OF SAME.  TOP IS
 PE1691'HEAVILY TIMBERED NECESSITATING THE CUTTING OF LANES TO STATIONS
 PE1691'OBSERVED.
 PE1691'
 PE1691'TO REACH STATION FROM SHOPPE HOUSE AT BEDDINGTON, FOLLOW AIR LINE
 PE1691'RD. E. 4.0 MI PASSING STATE CAMP SITE AND FORESTRY TELEPHONE BOX 0.5
 PE1691'MI, FOLLOW TOTE RD. WHICH LEAVES MAIN RD. JUST E. OF SMALL STREAM
 PE1691'CROSSING TO CAMP LOCATED ON LOVEJOY COVE OF MOPANG LAKE, IF BOAT
 PE1691'IS AVAILABLE CROSS LAKE KEEPING NEAR W. SHORE, TO SECOND CAMP AT N.
 PE1691'END OF LAKE.  A TRAIL ALSO LEADS FROM FIRST CAMP TO ONE AT N. END OF
 PE1691'LAKE.  FROM THE SECOND CAMP, IF USING BOAT, GO UP INLET TO LAKE AS
 PE1691'FAR AS NAVIGABLE BY CANOE, LAND ON E. SHORE AND FOLLOW OLD TRAIL TO
 PE1691'GREEN LAKE.  STATION HILL CAN BE SEEN FROM HEAD OF LAKE.  THE
 PE1691'STATION MAY ALSO BE REACHED BY FOLLOWING MAIN HAUL RD., WHICH RUNS
 PE1691'N. FROM CAMP AT N. END OF MAPANG LAKE, TO COUNTY LINE, FOLLOW COUNTY
 PE1691'LINE W. ABOUT 500 FT TO POST ON CENTERLINE OF TOWNSHIPS, FOLLOW
 PE1691'CENTERLINE N. ABOUT 2.0 MI AND TURN E., FOLLOWING GRADE TO TOP OF
 PE1691'MOUNTAIN.  A COMPETENT GUIDE IS ADVISABLE IN LOCATING THIS STATION.
 PE1691'
 PE1691'STATION MARK-  STANDARD DISK IN GRANITE BOULDER NEAR CENTER OF
 PE1691'TOP OF MOUNTAIN, AND STAMPED---Y 1928---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0690 ***********************************************************************
 PD0690  DESIGNATION -  QUODDY
 PD0690  PID         -  PD0690
 PD0690  STATE/COUNTY-  ME/WASHINGTON
 PD0690  USGS QUAD   -  LUBEC (1977)
 PD0690
 PD0690                         *CURRENT SURVEY CONTROL
 PD0690  ___________________________________________________________________
 PD0690* NAD 83(1996)-  44 48 51.45688(N)    066 57 46.29472(W)     ADJUSTED  
 PD0690* NAVD 88     -                                                        
 PD0690  ___________________________________________________________________
 PD0690  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 PD0690  GEOID HEIGHT-         -22.31  (meters)                     GEOID03
 PD0690
 PD0690  HORZ ORDER  -  SECOND
 PD0690
 PD0690.The horizontal coordinates were established by classical geodetic methods
 PD0690.and adjusted by the National Geodetic Survey in March 1998..
 PD0690
 PD0690
 PD0690.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0690
 PD0690.The geoid height was determined by GEOID03.
 PD0690
 PD0690;                    North         East     Units Scale Factor Converg.
 PD0690;SPC ME E     -   128,657.618   421,577.478   MT  1.00008171   +1 05 00.7
 PD0690;UTM  19      - 4,964,339.771   661,075.893   MT  0.99991905   +1 26 10.0
 PD0690
 PD0690|---------------------------------------------------------------------|
 PD0690| PID    Reference Object                     Distance      Geod. Az  |
 PD0690|                                                           dddmmss.s |
 PD0690| CE8651 QUODDY RM 1                           2.718 METERS 05354     |
 PD0690| PD0688 OWEN                                APPROX. 3.4 KM 0570121.8 |
 PD0690| PD0694 WEST QUODDY HEAD LIGHT              APPROX. 1.0 KM 0844024.5 |
 PD0690| CE8652 QUODDY RM 2                           8.425 METERS 17019     |
 PD0690| PD0894 TRESCOTT ROCK                       APPROX.13.0 KM 2414949.8 |
 PD0690| PD1042 COOPER HILL ATT RELAY TWR           APPROX.44.1 KM 2955135.5 |
 PD0690| PD0714 QUODDY RANGE BACK FLAG              APPROX. 3.1 KM 3100042.0 |
 PD0690| PD0696 QUODDY RANGE FRONT FLAG             APPROX. 2.9 KM 3121839.6 |
 PD0690| PD0698 WOODWARDS POINT                     APPROX. 3.3 KM 3202528.0 |
 PD0690| PD0896 PLASTER MILL CHIM                   APPROX. 6.3 KM 3222257.8 |
 PD0690| PD0895 ROGER 1861                          APPROX. 7.0 KM 3313740.8 |
 PD0690| PD0721 QUODDY HEAD LOOKOUT TOWER            96.916 METERS 33300     |
 PD0690| PD0855 SHACKFORD                           APPROX.10.5 KM 3361400.6 |
 PD0690| PD0700 LUBEC CHURCH SPIRE                  APPROX. 5.5 KM 3391211.1 |
 PD0690| PD0709 LUBEC CHANNEL LH FINIAL             APPROX. 3.3 KM 3402611.3 |
 PD0690| PD0710 WEST BEACON                         APPROX. 2.9 KM 3410448.1 |
 PD0690| PD0856 REDOUBT HILL TANK                   APPROX.12.4 KM 3413730.5 |
 PD0690| PD0689 EAST BEACON                         APPROX. 1.8 KM 3592423.0 |
 PD0690|---------------------------------------------------------------------|
 PD0690
 PD0690                          SUPERSEDED SURVEY CONTROL
 PD0690
 PD0690  NAD 83(1992)-  44 48 51.44874(N)    066 57 46.29938(W) AD(       ) 2
 PD0690  NAD 83(1986)-  44 48 51.44654(N)    066 57 46.29953(W) AD(       ) 2
 PD0690  NAD 27      -  44 48 51.16100(N)    066 57 48.38800(W) AD(       ) 2
 PD0690  NGVD 29 (07/19/86)   59.0    (m)          194.     (f) VERT ANG       
 PD0690
 PD0690.Superseded values are not recommended for survey control.
 PD0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0690.See file dsdata.txt to determine how the superseded data were derived.
 PD0690
 PD0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK6107664340(NAD 83)
 PD0690_MARKER: B = BOLT
 PD0690_SETTING: 66 = SET IN ROCK OUTCROP
 PD0690_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 PD0690
 PD0690  HISTORY     - Date     Condition        Report By
 PD0690  HISTORY     - 1860     MONUMENTED       CGS
 PD0690  HISTORY     - 1913     GOOD             CGS
 PD0690  HISTORY     - 1932     MARK NOT FOUND   MEGS
 PD0690  HISTORY     - 1935     MARK NOT FOUND   MEGS
 PD0690  HISTORY     - 1960     GOOD             CGS
 PD0690  HISTORY     - 1972     GOOD             IBC
 PD0690
 PD0690                          STATION DESCRIPTION
 PD0690
 PD0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1860 (COB)
 PD0690'ON THE S ONE OF THE TWO SUMMITS OF THE HILL NEAR THE CENTER OF THE
 PD0690'PENINSULA OF WEST QUODDY HEAD, ABOUT 5/8 MILE W OF THE LIGHTHOUSE,
 PD0690'AND 200 METERS S OF THE ROAD.  THE LOOKOUT OF THE UNITED STATES
 PD0690'COAST GUARD IS ON THE OTHER SUMMIT ABOUT 100 METERS TO THE NNW.  THE
 PD0690'STATION IS ON A FAIRLY FLAT PART OF A BARE LEDGE, ABOUT 2-1/2 METERS
 PD0690'W OF THE HIGHEST POINT.  STATION PARTLY SURROUNDED BY SMALL TREES.
 PD0690'
 PD0690'STATION MARK IS A COPPER BOLT WEDGE IN A DRILL HOLE IN THE ROCK,
 PD0690'AND SURROUNDED BY A 1.3 FOOT TRIANGLE CUT IN THE ROCK.
 PD0690'
 PD0690'REFERENCE MARK IS A STANDARD REFERENCE DISK SET IN A DRILL HOLE IN
 PD0690'THE HIGHEST POINT OF THE LEDGE, 2.67 METERS DISTANT WITH ARROW
 PD0690'POINTING TO THE STATION.  THREE EYEBOLTS SET IN DRILL HOLES IN THE
 PD0690'ROCK FORM A TRIANGLE AROUND THE STATION, ONE W, 2.69 METERS, ONE SSE
 PD0690'2.38 METERS, AND ONE NE, 2.41 METERS.  THE NE BOLT IS 0.9 METER NW
 PD0690'OF THE REFERENCE MARK.
 PD0690'
 PD0690'TO REACH THE STATION FOLLOW THE TRAIL TO THE LOOKOUT TOWER, THEN S
 PD0690'ABOUT 100 METERS TO THE SUMMIT AND STATION.
 PD0690
 PD0690                          STATION RECOVERY (1913)
 PD0690
 PD0690'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1913 (JEM)
 PD0690'STATION IS ON THE SOUTHERNMOST OF THE TWO SUMMITS OF THE HILL
 PD0690'NEAR THE CENTER OF THE PENINSULA OF WEST QUODDY HEAD, ABOUT 5/8
 PD0690'MILE W OF THE LIGHTHOUSE AND 200 METERS S OF THE ROAD.  THE
 PD0690'LOOKOUT OF THE UNITED STATES COAST GUARD IS ON THE OTHER SUMMIT
 PD0690'ABOUT 100 METERS TO THE NNW.  THE STATION IS ON A FAIRLY FLAT
 PD0690'PART OF A BARE LEDGE ABOUT 2-1/2 METERS W OF THE HIGHEST POINT.
 PD0690'
 PD0690'THE STATION IS MARKED WITH A COPPER BOLT SET IN A DRILL HOLE IN
 PD0690'A BOULDER AND ENCLOSED WITHIN A TRIANGLE CUT IN THE ROCK.
 PD0690'
 PD0690'REFERENCE MARK IS A STANDARD DISK SET IN A DRILL HOLE IN A
 PD0690'BOULDER WITH THE ARROW POINTING TO THE STATION AND IS 2.66
 PD0690'METERS DISTANT.
 PD0690
 PD0690                          STATION RECOVERY (1932)
 PD0690
 PD0690'RECOVERY NOTE BY MAINE GEODETIC SURVEY 1932
 PD0690'THE APPROACH TO THE STATION IS AS STATED IN PREVIOUS DESCRIPTION
 PD0690'EXCEPT THAT THE TRAIL LEADING TO THE STATION HAS DISAPPEARED.  THE
 PD0690'SITE OF THE STATION CAN EASILY BE REACHED, HOWEVER, AS IT IS ONLY
 PD0690'ABOUT 300 FEET S OF THE COAST GUARD WATCH TOWER.
 PD0690'
 PD0690'I VISITED THE PLACE IN JUNE AND JULY, 1932, AND FOUND THE DISK
 PD0690'REFERENCE MARK, WHICH SEEMED TO BE FIRMLY IN PLACE IN THE SOLID
 PD0690'LEDGE, ALTHOUGH PROJECTING ABOVE THE SURFACE AND THEREFORE MORE
 PD0690'LIKELY TO BE DISTURBED THAN IF IT HAD BEEN COUNTERSUNK.  I FAILED
 PD0690'TO FIND THE STATION MARK, ALTHOUGH I MADE A CAREFUL SEARCH OF THE
 PD0690'VICINITY.  AT THE POINT WHERE THE TABLET SHOULD HAVE BEEN, 2.66
 PD0690'METERS FROM THE REFERENCE MARK, IN THE DIRECTION OF THE ARROW
 PD0690'(SOMEWHAT S OF W) THERE WAS A LONG V-SHAPED DEPRESSION IN THE
 PD0690'LEDGE, SEVERAL INCHES DEEP AND FILLED WITH MOSS AND DIRT.  I DUG
 PD0690'THIS OUT BUT FOUND NO TRACE OF THE STATION MARK, AND IT
 PD0690'SEEMED PROBABLE THAT A PORTION OF THE LEDGE HAD
 PD0690'DISAPPEARED.  I FOUND THREE EYE-BOLTS IN THE LEDGE, WHICH HAD
 PD0690'DOUBTLESS SERVED AS GUY ANCHORS.  THE VIEW IS CONSIDERABLY
 PD0690'OBSTRUCTED BY SMALL TREES.
 PD0690
 PD0690                          STATION RECOVERY (1935)
 PD0690
 PD0690'RECOVERY NOTE BY MAINE GEODETIC SURVEY 1935
 PD0690'SUMMIT OF HILL APPROXIMATELY 100 FEET S OF LOOKOUT.  LOCATED
 PD0690'REFERENCE DISK AND THREE BOLTS IN ROCK.  USED FOR GUY WIRES.  NO
 PD0690'SIGN OF STATION DISK.  CREVICE IN ROCK WHERE DISK WOULD HAVE BEEN.
 PD0690
 PD0690                          STATION RECOVERY (1960)
 PD0690
 PD0690'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HRL)
 PD0690'STATION AND REFERENCE MARK NO. 1 WERE RECOVERED AND FOUND IN
 PD0690'GOOD CONDITION.  REFERENCE MARK NO. 2 WAS ESTABLISHED.
 PD0690'
 PD0690'A COMPLETE NEW DESCRIPTION FOLLOWS--
 PD0690'
 PD0690'STATION IS LOCATED ON THE SOUTH ONE OF TWO SUMMITS OF THE ROCK
 PD0690'HILL OF QUODDY HEAD ABOUT 3-1/2 MILES SOUTHEAST OF LUBEC, ABOUT
 PD0690'5-1/2 MILES EAST OF WEST LUBEC AND ABOUT 1-1/2 MILES SOUTHEAST OF
 PD0690'LUBEC CHANNEL LIGHTHOUSE.  STATION, A COPPER BOLT CEMENTED FLUSH
 PD0690'IN A DRILLHOLE IN ROCK IS 12 FEET SOUTH OF A 6 INCH SPRUCE TREE,
 PD0690'13-1/2 FEET SOUTHEAST OF A 5 INCH SPRUCE TREE AND 8-1/2 FEET
 PD0690'NORTH OF A 4 INCH SPRUCE TREE.
 PD0690'
 PD0690'TO REACH FROM THE INTERSECTION OF GOVERNMENT STREET AND MAIN
 PD0690'STREET IN THE SOUTHWEST EDGE OF LUBEC, GO SOUTHWEST ON STATE
 PD0690'HIGHWAY NO. 189 FOR 0.8 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND
 PD0690'GO SOUTHEASTERLY ON SURFACED ROAD FOR 2.8 MILES TO FORK.  TAKE
 PD0690'LEFT FORK AND GO EASTERLY ON GRAVEL ROAD FOR 1.25 MILES TO SIDE
 PD0690'ROAD RIGHT.  TURN RIGHT AND GO EAST ON WOODS ROAD FOR 0.1 MILE TO
 PD0690'END OF TRUCK TRAVEL.  PACK NORTH AND EASTERLY UP ROCK HILL FOR
 PD0690'ABOUT 0.15 MILE TO FORK AT MOUND.  BEAR RIGHT TO LARGE FIR TREE
 PD0690'WITH TRIANGLE BLAZE.  CONTINUE NORTH AND EAST FOR ABOUT 200
 PD0690'YARDS TO HIGHEST PART OF HILL AND STATION AS DESCRIBED.
 PD0690'
 PD0690'REFERENCE MARK NO. 1, A STANDARD DISK CEMENTED FLUSH IN A
 PD0690'DRILLHOLE AND STAMPED QUODDY NO 1 1860 1935 IS 5 FEET SOUTH
 PD0690'OF A 5 INCH SPRUCE TREE, 9.7 FEET EAST OF A 6 INCH SPRUCE TREE
 PD0690'AND 3 FEET EAST OF AN EYE BOLT WHICH IS EMBEDDED IN ROCK.
 PD0690'
 PD0690'REFERENCE MARK NO. 2, A STANDARD DISK CEMENTED FLUSH IN A
 PD0690'DRILLHOLE AND STAMPED QUODDY NO 2 1860 1935 IS 3 FEET NORTH OF
 PD0690'A ROCK LEDGE, 10 FEET NORTHEAST OF A 4 INCH SPRUCE TREE AND 9
 PD0690'FEET WEST OF A 4 INCH SPRUCE TREE.
 PD0690'
 PD0690'HEIGHT OF LIGHT ABOVE STATION MARK 15 METERS.
 PD0690
 PD0690                          STATION RECOVERY (1972)
 PD0690
 PD0690'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 PD0690'STATION WAS RECOVERED APPROXIMATELY AS DESCRIBED.  THERE ARE TWO
 PD0690'REFERENCE MARKS.  REFERENCE MARK ONE IS STAMPED
 PD0690'---QUODDY NO 1 1860-1935---.
 PD0690'
 PD0690'REFERENCE MARK TWO IS STAMPED---QUODDY NO 2 1860-1935---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0009 ***********************************************************************
 PD0009  DESIGNATION -  QUODDY 1
 PD0009  PID         -  PD0009
 PD0009  STATE/COUNTY-  ME/WASHINGTON
 PD0009  USGS QUAD   -  EASTPORT (1977)
 PD0009
 PD0009                         *CURRENT SURVEY CONTROL
 PD0009  ___________________________________________________________________
 PD0009* NAD 83(1986)-  44 53 46.     (N)    066 59 40.     (W)     SCALED    
 PD0009* NAVD 88     -        12.259  (meters)      40.22   (feet)  ADJUSTED  
 PD0009  ___________________________________________________________________
 PD0009  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 PD0009  DYNAMIC HT  -          12.259 (meters)      40.22  (feet)  COMP
 PD0009  MODELED GRAV-     980,624.9   (mgal)                       NAVD 88
 PD0009
 PD0009  VERT ORDER  -  FIRST     CLASS II
 PD0009
 PD0009.The horizontal coordinates were scaled from a topographic map and have
 PD0009.an estimated accuracy of +/- 6 seconds.
 PD0009
 PD0009.The orthometric height was determined by differential leveling
 PD0009.and adjusted by the National Geodetic Survey in June 1991..
 PD0009
 PD0009.The geoid height was determined by GEOID03.
 PD0009
 PD0009.The dynamic height is computed by dividing the NAVD 88
 PD0009.geopotential number by the normal gravity value computed on the
 PD0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0009.degrees latitude (g = 980.6199 gals.).
 PD0009
 PD0009.The modeled gravity was interpolated from observed gravity values.
 PD0009
 PD0009;                    North         East    Units  Estimated Accuracy
 PD0009;SPC ME E     -   137,700.      418,910.      MT  (+/- 180 meters Scaled)
 PD0009
 PD0009                          SUPERSEDED SURVEY CONTROL
 PD0009
 PD0009  NGVD 29 (??/??/92)   12.446  (m)           40.83   (f) ADJ UNCH    1 2
 PD0009
 PD0009.Superseded values are not recommended for survey control.
 PD0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0009.See file dsdata.txt to determine how the superseded data were derived.
 PD0009
 PD0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK583733(NAD 83)
 PD0009_MARKER: DB = BENCH MARK DISK
 PD0009_SETTING: 66 = SET IN ROCK OUTCROP
 PD0009_SP_SET: ROCK OUTCROP
 PD0009_STAMPING: QUODDY NO 1 1935
 PD0009_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0009+STABILITY: POSITION/ELEVATION WELL
 PD0009
 PD0009  HISTORY     - Date     Condition        Report By
 PD0009  HISTORY     - 1935     MONUMENTED       CGS
 PD0009  HISTORY     - 1946     GOOD             NGS
 PD0009  HISTORY     - 1978     GOOD             NGS
 PD0009  HISTORY     - 1982     GOOD             LOCSUR
 PD0009
 PD0009                          STATION DESCRIPTION
 PD0009
 PD0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 PD0009'0.8 MI S FROM EASTPORT.
 PD0009'0.8 MILE SOUTH ALONG A COUNTY ROAD FROM THE MAINE CENTRAL
 PD0009'RAILROAD STATION AT EASTPORT, AT THE SOUTHWEST END OF AN ISLAND,
 PD0009'AT ESTES HEAD, AT THE NORTH END OF PRINCE COVE, ABOUT 69 FEET
 PD0009'WEST OF THE WEST SHORE OF THE COVE, ABOUT 56 FEET WEST OF THE
 PD0009'CENTERLINE OF THE ROAD, 17 FEET SOUTH OF A SMALL DWELLING, IN
 PD0009'THE TOP OF A ROCK OUTCROP, ABOUT 15 FEET HIGHER THAN THE ROADWAY,
 PD0009'AND ABOUT 1 FOOT ABOVE GROUND.  A STANDARD DISK, STAMPED QUODDY
 PD0009'NO 1 1935.
 PD0009
 PD0009                          STATION RECOVERY (1978)
 PD0009
 PD0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PD0009'0.6 MILES WEST ALONG STATE HIGHWAY 190 FROM THE POST OFFICE AT
 PD0009'EASTPORT, THENCE 0.6 MILE SOUTH-SOUTHEAST ALONG A PAVED ROAD, THENCE
 PD0009'50 YARDS WEST ALONG A PAVED ROAD, THENCE 0.2 MILE SOUTH ALONG A
 PD0009'PAVED ROAD, 51.0 FEET NORTHWEST OF THE CENTER LINE OF ROAD, 38.7
 PD0009'GEET WEST OF A POWER POLE WITH ONE TRANSFORMER AND ONE GUY WIRE,
 PD0009'16.7 FEET SOUTH OF THE SOUTH CORNER OF A TWO STORY WOOD FRAME HOUSE,
 PD0009'16.2 FEET EAST OF THE CENTER LINE OF A GRAVEL DRIVEWAY LEADING
 PD0009'NORTH-NORTHWEST TO HOUSE.
 PD0009
 PD0009                          STATION RECOVERY (1982)
 PD0009
 PD0009'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 PD0009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0011 ***********************************************************************
 PD0011  DESIGNATION -  QUODDY 2
 PD0011  PID         -  PD0011
 PD0011  STATE/COUNTY-  ME/WASHINGTON
 PD0011  USGS QUAD   -  EASTPORT (1977)
 PD0011
 PD0011                         *CURRENT SURVEY CONTROL
 PD0011  ___________________________________________________________________
 PD0011* NAD 83(1986)-  44 53 30.     (N)    066 59 45.     (W)     SCALED    
 PD0011* NAVD 88     -         8.548  (meters)      28.04   (feet)  ADJUSTED  
 PD0011  ___________________________________________________________________
 PD0011  GEOID HEIGHT-         -22.44  (meters)                     GEOID03
 PD0011  DYNAMIC HT  -           8.548 (meters)      28.04  (feet)  COMP
 PD0011  MODELED GRAV-     980,625.1   (mgal)                       NAVD 88
 PD0011
 PD0011  VERT ORDER  -  SECOND    CLASS 0
 PD0011
 PD0011.The horizontal coordinates were scaled from a topographic map and have
 PD0011.an estimated accuracy of +/- 6 seconds.
 PD0011
 PD0011.The orthometric height was determined by differential leveling
 PD0011.and adjusted by the National Geodetic Survey in June 1991..
 PD0011
 PD0011.The geoid height was determined by GEOID03.
 PD0011
 PD0011.The dynamic height is computed by dividing the NAVD 88
 PD0011.geopotential number by the normal gravity value computed on the
 PD0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0011.degrees latitude (g = 980.6199 gals.).
 PD0011
 PD0011.The modeled gravity was interpolated from observed gravity values.
 PD0011
 PD0011;                    North         East    Units  Estimated Accuracy
 PD0011;SPC ME E     -   137,210.      418,810.      MT  (+/- 180 meters Scaled)
 PD0011
 PD0011                          SUPERSEDED SURVEY CONTROL
 PD0011
 PD0011  NGVD 29 (??/??/92)    8.73   (m)           28.6    (f) COMPUTED    2 0
 PD0011
 PD0011.Superseded values are not recommended for survey control.
 PD0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0011.See file dsdata.txt to determine how the superseded data were derived.
 PD0011
 PD0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK582728(NAD 83)
 PD0011_MARKER: DB = BENCH MARK DISK
 PD0011_SETTING: 66 = SET IN ROCK OUTCROP
 PD0011_SP_SET: ROCK CLIFF
 PD0011_STAMPING: QUODDY NO 2 1935
 PD0011_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0011+STABILITY: POSITION/ELEVATION WELL
 PD0011
 PD0011  HISTORY     - Date     Condition        Report By
 PD0011  HISTORY     - 1935     MONUMENTED       CGS
 PD0011  HISTORY     - 1946     GOOD             NGS
 PD0011
 PD0011                          STATION DESCRIPTION
 PD0011
 PD0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 PD0011'AT EASTPORT.
 PD0011'AT EASTPORT, 1.3 MILES SOUTH OF THE MAINE CENTRAL RAILROAD
 PD0011'STATION, AT THE SOUTH POINT OF ESTES HEAD, ON A NORTH-AND-SOUTH
 PD0011'LINE FROM THE WEST POINT OF TRENT ISLAND, 20 FEET NORTH OF THE
 PD0011'EDGE OF A CLIFF, ABOUT 20 FEET HIGHER THAN HIGH-TIDE WATER LEVEL,
 PD0011'2 FEET SOUTHEAST OF A DEEP RAVINE, AND IN THE TOP OF THE ROCK.
 PD0011'A STANDARD DISK, STAMPED QUODDY NO 2 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0012 ***********************************************************************
 PD0012  DESIGNATION -  QUODDY 3
 PD0012  PID         -  PD0012
 PD0012  STATE/COUNTY-  ME/WASHINGTON
 PD0012  USGS QUAD   -  EASTPORT (1977)
 PD0012
 PD0012                         *CURRENT SURVEY CONTROL
 PD0012  ___________________________________________________________________
 PD0012* NAD 83(1986)-  44 52 51.     (N)    066 59 40.     (W)     SCALED    
 PD0012* NAVD 88     -         8.500  (meters)      27.89   (feet)  ADJUSTED  
 PD0012  ___________________________________________________________________
 PD0012  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 PD0012  DYNAMIC HT  -           8.500 (meters)      27.89  (feet)  COMP
 PD0012  MODELED GRAV-     980,626.0   (mgal)                       NAVD 88
 PD0012
 PD0012  VERT ORDER  -  SECOND    CLASS 0
 PD0012
 PD0012.The horizontal coordinates were scaled from a topographic map and have
 PD0012.an estimated accuracy of +/- 6 seconds.
 PD0012
 PD0012.The orthometric height was determined by differential leveling
 PD0012.and adjusted by the National Geodetic Survey in June 1991..
 PD0012
 PD0012.The geoid height was determined by GEOID03.
 PD0012
 PD0012.The dynamic height is computed by dividing the NAVD 88
 PD0012.geopotential number by the normal gravity value computed on the
 PD0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0012.degrees latitude (g = 980.6199 gals.).
 PD0012
 PD0012.The modeled gravity was interpolated from observed gravity values.
 PD0012
 PD0012;                    North         East    Units  Estimated Accuracy
 PD0012;SPC ME E     -   136,010.      418,940.      MT  (+/- 180 meters Scaled)
 PD0012
 PD0012                          SUPERSEDED SURVEY CONTROL
 PD0012
 PD0012  NGVD 29 (??/??/92)    8.685  (m)           28.49   (f) ADJ UNCH    2 0
 PD0012
 PD0012.Superseded values are not recommended for survey control.
 PD0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0012.See file dsdata.txt to determine how the superseded data were derived.
 PD0012
 PD0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK583716(NAD 83)
 PD0012_MARKER: DB = BENCH MARK DISK
 PD0012_SETTING: 66 = SET IN ROCK OUTCROP
 PD0012_SP_SET: ROCK OUTCROP
 PD0012_STAMPING: QUODDY NO 3 1935
 PD0012_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0012+STABILITY: POSITION/ELEVATION WELL
 PD0012
 PD0012  HISTORY     - Date     Condition        Report By
 PD0012  HISTORY     - 1935     MONUMENTED       CGS
 PD0012  HISTORY     - 1946     MARK NOT FOUND   NGS
 PD0012
 PD0012                          STATION DESCRIPTION
 PD0012
 PD0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 PD0012'AT EASTPORT.
 PD0012'AT EASTPORT, ABOUT 2.1 MILES SOUTH OF THE MAINE CENTRAL RAILROAD
 PD0012'STATION, 35 FEET EAST OF THE EXTREME WEST POINT OF TREAT ISLAND,
 PD0012'EAST OF AND IN LINE WITH THE SOUTH SHORE OF BURIAL ISLAND, ABOUT
 PD0012'20 FEET HIGHER THAN HIGH-TIDE WATER LEVEL, IN THE TOP OF A
 PD0012'ROCK OUTCROP, AND ABOUT 1/2 FOOT ABOVE GROUND.  A STANDARD DISK,
 PD0012'STAMPED QUODDY NO 3 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0014 ***********************************************************************
 PD0014  DESIGNATION -  QUODDY 4
 PD0014  PID         -  PD0014
 PD0014  STATE/COUNTY-  ME/WASHINGTON
 PD0014  USGS QUAD   -  LUBEC (1977)
 PD0014
 PD0014                         *CURRENT SURVEY CONTROL
 PD0014  ___________________________________________________________________
 PD0014* NAD 83(1986)-  44 52 18.     (N)    066 59 37.     (W)     SCALED    
 PD0014* NAVD 88     -         9.445  (meters)      30.99   (feet)  ADJUSTED  
 PD0014  ___________________________________________________________________
 PD0014  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 PD0014  DYNAMIC HT  -           9.445 (meters)      30.99  (feet)  COMP
 PD0014  MODELED GRAV-     980,626.8   (mgal)                       NAVD 88
 PD0014
 PD0014  VERT ORDER  -  SECOND    CLASS 0
 PD0014
 PD0014.The horizontal coordinates were scaled from a topographic map and have
 PD0014.an estimated accuracy of +/- 6 seconds.
 PD0014
 PD0014.The orthometric height was determined by differential leveling
 PD0014.and adjusted by the National Geodetic Survey in June 1991..
 PD0014
 PD0014.The geoid height was determined by GEOID03.
 PD0014
 PD0014.The dynamic height is computed by dividing the NAVD 88
 PD0014.geopotential number by the normal gravity value computed on the
 PD0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0014.degrees latitude (g = 980.6199 gals.).
 PD0014
 PD0014.The modeled gravity was interpolated from observed gravity values.
 PD0014
 PD0014;                    North         East    Units  Estimated Accuracy
 PD0014;SPC ME E     -   134,990.      419,030.      MT  (+/- 180 meters Scaled)
 PD0014
 PD0014                          SUPERSEDED SURVEY CONTROL
 PD0014
 PD0014  NGVD 29 (??/??/92)    9.630  (m)           31.59   (f) ADJ UNCH    2 0
 PD0014
 PD0014.Superseded values are not recommended for survey control.
 PD0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0014.See file dsdata.txt to determine how the superseded data were derived.
 PD0014
 PD0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK584706(NAD 83)
 PD0014_MARKER: DB = BENCH MARK DISK
 PD0014_SETTING: 66 = SET IN ROCK OUTCROP
 PD0014_SP_SET: ROCK OUTCROP
 PD0014_STAMPING: QUODDY NO 4 1935
 PD0014_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0014+STABILITY: POSITION/ELEVATION WELL
 PD0014
 PD0014  HISTORY     - Date     Condition        Report By
 PD0014  HISTORY     - 1935     MONUMENTED       CGS
 PD0014  HISTORY     - 1946     GOOD             NGS
 PD0014
 PD0014                          STATION DESCRIPTION
 PD0014
 PD0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 PD0014'0.6 MI N FROM LUBEC.
 PD0014'0.6 MILE NORTH OF LUBEC, AT THE WEST POINT OF DUDLEY ISLAND, ON
 PD0014'A LINE THAT RUNS ABOUT 20 DEGREES NORTHWEST OF A CHURCH STEEPLE
 PD0014'AT LUBEC, 38 FEET EAST OF HIGH WATER, ABOUT 20 FEET HIGHER THAN
 PD0014'HIGH-TIDE WATER LEVEL, AND IN THE TOP OF AN EDGE AT THE BOTTOM
 PD0014'OF A LARGE ROCK OUTCROP.  A STANDARD DISK, STAMPED QUODDY NO
 PD0014'4 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0070 ***********************************************************************
 PD0070  DESIGNATION -  QUODDY 5
 PD0070  PID         -  PD0070
 PD0070  STATE/COUNTY-  ME/WASHINGTON
 PD0070  USGS QUAD   -  WHITING (1977)
 PD0070
 PD0070                         *CURRENT SURVEY CONTROL
 PD0070  ___________________________________________________________________
 PD0070* NAD 83(1986)-  44 47 26.     (N)    067 08 49.     (W)     SCALED    
 PD0070* NAVD 88     -        29.903  (meters)      98.11   (feet)  POSTED    
 PD0070  ___________________________________________________________________
 PD0070  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 PD0070  DYNAMIC HT  -          29.900 (meters)      98.10  (feet)  COMP
 PD0070  MODELED GRAV-     980,615.5   (mgal)                       NAVD 88
 PD0070
 PD0070  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 PD0070
 PD0070.The horizontal coordinates were scaled from a topographic map and have
 PD0070.an estimated accuracy of +/- 6 seconds.
 PD0070
 PD0070.The orthometric height was determined by differential leveling
 PD0070.and adjusted by the National Geodetic Survey in 1992..
 PD0070.No vertical observational check was made to the station.
 PD0070.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 PD0070.was located on a no-check spur therefore a value was not computed.
 PD0070
 PD0070.The geoid height was determined by GEOID03.
 PD0070
 PD0070.The dynamic height is computed by dividing the NAVD 88
 PD0070.geopotential number by the normal gravity value computed on the
 PD0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0070.degrees latitude (g = 980.6199 gals.).
 PD0070
 PD0070.The modeled gravity was interpolated from observed gravity values.
 PD0070
 PD0070;                    North         East    Units  Estimated Accuracy
 PD0070;SPC ME E     -   125,760.      407,060.      MT  (+/- 180 meters Scaled)
 PD0070
 PD0070                          SUPERSEDED SURVEY CONTROL
 PD0070
 PD0070  NGVD 29 (??/??/92)   30.112  (m)           98.79   (f) ADJ UNCH    2 0
 PD0070
 PD0070.Superseded values are not recommended for survey control.
 PD0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0070.See file dsdata.txt to determine how the superseded data were derived.
 PD0070
 PD0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK465613(NAD 83)
 PD0070_MARKER: DB = BENCH MARK DISK
 PD0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PD0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PD0070_STAMPING: QUODDY NO 5 1935
 PD0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0070+STABILITY: SURFACE MOTION
 PD0070
 PD0070  HISTORY     - Date     Condition        Report By
 PD0070  HISTORY     - 1935     MONUMENTED       CGS
 PD0070  HISTORY     - 1946     GOOD             NGS
 PD0070
 PD0070                          STATION DESCRIPTION
 PD0070
 PD0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PD0070'1.1 MI E FROM WHITING.
 PD0070'1.1 MILES EAST ALONG STATE HIGHWAY 189 FROM THE JUNCTION OF
 PD0070'U.S. HIGHWAY 1 AT WHITING, WASHINGTON COUNTY, THENCE ABOUT 0.5
 PD0070'MILE SOUTHEAST ALONG A ROAD, AND 18 FEET NORTH OF THE CENTER LINE
 PD0070'OF THE ROAD.  A STANDARD DISK, STAMPED QUODDY NO 5 1935 AND
 PD0070'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1/2 FOOT
 PD0070'ABOVE GROUND.
 PD0070
 PD0070                          STATION RECOVERY (1946)
 PD0070
 PD0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 PD0070'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0084 ***********************************************************************
 PD0084  DESIGNATION -  QUODDY 7
 PD0084  PID         -  PD0084
 PD0084  STATE/COUNTY-  ME/WASHINGTON
 PD0084  USGS QUAD   -  WEST LUBEC (1975)
 PD0084
 PD0084                         *CURRENT SURVEY CONTROL
 PD0084  ___________________________________________________________________
 PD0084* NAD 83(1986)-  44 45 36.     (N)    067 05 59.     (W)     SCALED    
 PD0084* NAVD 88     -        30.375  (meters)      99.66   (feet)  POSTED    
 PD0084  ___________________________________________________________________
 PD0084  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 PD0084  DYNAMIC HT  -          30.370 (meters)      99.64  (feet)  COMP
 PD0084  MODELED GRAV-     980,625.1   (mgal)                       NAVD 88
 PD0084
 PD0084  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 PD0084
 PD0084.The horizontal coordinates were scaled from a topographic map and have
 PD0084.an estimated accuracy of +/- 6 seconds.
 PD0084
 PD0084.The orthometric height was determined by differential leveling
 PD0084.and adjusted by the National Geodetic Survey in 1992..
 PD0084.No vertical observational check was made to the station.
 PD0084.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 PD0084.was located on a no-check spur therefore a value was not computed.
 PD0084
 PD0084.The geoid height was determined by GEOID03.
 PD0084
 PD0084.The dynamic height is computed by dividing the NAVD 88
 PD0084.geopotential number by the normal gravity value computed on the
 PD0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0084.degrees latitude (g = 980.6199 gals.).
 PD0084
 PD0084.The modeled gravity was interpolated from observed gravity values.
 PD0084
 PD0084;                    North         East    Units  Estimated Accuracy
 PD0084;SPC ME E     -   122,430.      410,860.      MT  (+/- 180 meters Scaled)
 PD0084
 PD0084                          SUPERSEDED SURVEY CONTROL
 PD0084
 PD0084  NGVD 29 (??/??/92)   30.540  (m)          100.20   (f) ADJ UNCH    2 0
 PD0084
 PD0084.Superseded values are not recommended for survey control.
 PD0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0084.See file dsdata.txt to determine how the superseded data were derived.
 PD0084
 PD0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK503580(NAD 83)
 PD0084_MARKER: DB = BENCH MARK DISK
 PD0084_SETTING: 80 = SET IN A BOULDER
 PD0084_SP_SET: BOULDER
 PD0084_STAMPING: QUODDY NO 7 1935
 PD0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0084+STABILITY: SURFACE MOTION
 PD0084
 PD0084  HISTORY     - Date     Condition        Report By
 PD0084  HISTORY     - 1935     MONUMENTED       CGS
 PD0084  HISTORY     - 1946     GOOD             NGS
 PD0084  HISTORY     - 1978     MARK NOT FOUND   NGS
 PD0084
 PD0084                          STATION DESCRIPTION
 PD0084
 PD0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PD0084'1.1 MI SW FROM SOUTH TRESCOTT.
 PD0084'1.1 MILES SOUTHWEST ALONG STATE HIGHWAY 191 FROM THE SCHOOL AT
 PD0084'SOUTH TRESCOTT, WASHINGTON COUNTY, THENCE ABOUT 0.6 MILE
 PD0084'NORTHWEST ALONG A COUNTY ROAD, 12 FEET SOUTHWEST OF THE CENTER
 PD0084'LINE OF THE ROAD, IN THE TOP OF A LARGE GRANITE BOULDER, AND
 PD0084'ABOUT 4 FEET ABOVE GROUND.  A STANDARD DISK, STAMPED QUODDY NO
 PD0084'7 1935.
 PD0084
 PD0084                          STATION RECOVERY (1946)
 PD0084
 PD0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 PD0084'RECOVERED IN GOOD CONDITION.
 PD0084
 PD0084                          STATION RECOVERY (1978)
 PD0084
 PD0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PD0084'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0081 ***********************************************************************
 PD0081  DESIGNATION -  QUODDY 8
 PD0081  PID         -  PD0081
 PD0081  STATE/COUNTY-  ME/WASHINGTON
 PD0081  USGS QUAD   -  WEST LUBEC (1975)
 PD0081
 PD0081                         *CURRENT SURVEY CONTROL
 PD0081  ___________________________________________________________________
 PD0081* NAD 83(1986)-  44 47 10.     (N)    067 04 04.     (W)     SCALED    
 PD0081* NAVD 88     -        47.797  (meters)     156.81   (feet)  POSTED    
 PD0081  ___________________________________________________________________
 PD0081  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 PD0081  DYNAMIC HT  -          47.800 (meters)     156.82  (feet)  COMP
 PD0081  MODELED GRAV-     980,623.8   (mgal)                       NAVD 88
 PD0081
 PD0081  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 PD0081
 PD0081.The horizontal coordinates were scaled from a topographic map and have
 PD0081.an estimated accuracy of +/- 6 seconds.
 PD0081
 PD0081.The orthometric height was determined by differential leveling
 PD0081.and adjusted by the National Geodetic Survey in 1992..
 PD0081.No vertical observational check was made to the station.
 PD0081.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 PD0081.was located on a no-check spur therefore a value was not computed.
 PD0081
 PD0081.The geoid height was determined by GEOID03.
 PD0081
 PD0081.The dynamic height is computed by dividing the NAVD 88
 PD0081.geopotential number by the normal gravity value computed on the
 PD0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0081.degrees latitude (g = 980.6199 gals.).
 PD0081
 PD0081.The modeled gravity was interpolated from observed gravity values.
 PD0081
 PD0081;                    North         East    Units  Estimated Accuracy
 PD0081;SPC ME E     -   125,370.      413,330.      MT  (+/- 180 meters Scaled)
 PD0081
 PD0081                          SUPERSEDED SURVEY CONTROL
 PD0081
 PD0081  NGVD 29 (??/??/92)   47.970  (m)          157.38   (f) ADJ UNCH    2 0
 PD0081
 PD0081.Superseded values are not recommended for survey control.
 PD0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0081.See file dsdata.txt to determine how the superseded data were derived.
 PD0081
 PD0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK528610(NAD 83)
 PD0081_MARKER: DB = BENCH MARK DISK
 PD0081_SETTING: 66 = SET IN ROCK OUTCROP
 PD0081_SP_SET: ROCK OUTCROP
 PD0081_STAMPING: QUODDY NO 8 1935
 PD0081_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0081+STABILITY: POSITION/ELEVATION WELL
 PD0081
 PD0081  HISTORY     - Date     Condition        Report By
 PD0081  HISTORY     - 1935     MONUMENTED       CGS
 PD0081
 PD0081                          STATION DESCRIPTION
 PD0081
 PD0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PD0081'1.3 MI NE FROM SOUTH TRESCOTT.
 PD0081'1.3 MILES NORTHEAST ALONG STATE HIGHWAY 191 FROM THE SCHOOL AT
 PD0081'SOUTH TRESCOTT, WASHINGTON COUNTY, ABOUT 0.6 MILE NORTH OF THE
 PD0081'JUNCTION OF A ROAD LEADING TO WEST QUODDY, FEET EAST OF THE
 PD0081'CENTER LINE OF THE HIGHWAY, IN THE TOP OF A ROCK OUTCROP, AND
 PD0081'ABOUT 1/2 FOOT ABOVE GROUND.  A STANDARD DISK, STAMPED QUODDY
 PD0081'NO 8 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0721 ***********************************************************************
 PD0721  DESIGNATION -  QUODDY HEAD LOOKOUT TOWER
 PD0721  PID         -  PD0721
 PD0721  STATE/COUNTY-  ME/WASHINGTON
 PD0721  USGS QUAD   -  LUBEC (1977)
 PD0721
 PD0721                         *CURRENT SURVEY CONTROL
 PD0721  ___________________________________________________________________
 PD0721* NAD 83(1996)-  44 48 54.25432(N)    066 57 48.29709(W)     ADJUSTED  
 PD0721* NAVD 88     -                                                        
 PD0721  ___________________________________________________________________
 PD0721  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 PD0721  GEOID HEIGHT-         -22.31  (meters)                     GEOID03
 PD0721
 PD0721  HORZ ORDER  -  THIRD
 PD0721
 PD0721.The horizontal coordinates were established by classical geodetic methods
 PD0721.and adjusted by the National Geodetic Survey in March 1998..
 PD0721
 PD0721
 PD0721.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0721
 PD0721.The geoid height was determined by GEOID03.
 PD0721
 PD0721;                    North         East     Units Scale Factor Converg.
 PD0721;SPC ME E     -   128,743.132   421,531.853   MT  1.00008157   +1 04 59.3
 PD0721;UTM  19      - 4,964,424.989   661,029.750   MT  0.99991887   +1 26 08.6
 PD0721
 PD0721                          SUPERSEDED SURVEY CONTROL
 PD0721
 PD0721  NAD 83(1992)-  44 48 54.24672(N)    066 57 48.30229(W) AD(       ) 4
 PD0721  NAD 83(1986)-  44 48 54.24463(N)    066 57 48.30203(W) AD(       ) 4
 PD0721  NAD 27      -  44 48 53.96011(N)    066 57 50.39281(W) AD(       ) 3
 PD0721
 PD0721.Superseded values are not recommended for survey control.
 PD0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0721.See file dsdata.txt to determine how the superseded data were derived.
 PD0721
 PD0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK6103064425(NAD 83)
 PD0721_MARKER: 57 = LOOKOUT TOWER
 PD0721
 PD0721  HISTORY     - Date     Condition        Report By
 PD0721  HISTORY     - 1960     FIRST OBSERVED   CGS
 PD0721  HISTORY     - 1985     GOOD             NOS
 PD0721
 PD0721                          STATION DESCRIPTION
 PD0721
 PD0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HRL)
 PD0721'STATION IS LOCATED ON THE SOUTH SUMMIT OF ROCK HILL OF QUODDY
 PD0721'HEAD ABOUT 3-1/2 MILES SOUTHEAST OF LUBEC, AND ABOUT 5-1/2 MILES
 PD0721'EAST OF WEST LUBEC AND ABOUT 1-1/2 MILE SOUTHEAST OF THE LUBEC
 PD0721'CHANNEL LIGHTHOUSE.  IT IS ABOUT 60 FEET HIGH HAS 4 LEGS AND IS
 PD0721'PAINTED SILVER IN COLOR.  THE POINT INTERSECTED WAS THE CENTER OF
 PD0721'LOOKOUT TOWER.
 PD0721'
 PD0721'TO REACH FROM THE INTERSECTION OF GOVERNMENT STREET AND MAIN
 PD0721'STREET IN THE SOUTHWEST EDGE OF LUBEC, GO SOUTHWEST ON STATE
 PD0721'HIGHWAY NO. 189 FOR 0.8 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND
 PD0721'GO SOUTHEASTERLY ON SURFACED ROAD FOR 2.8 MILES TO FORK.  TAKE
 PD0721'LEFT FORK AND GO EASTERLY ON GRAVELED ROAD FOR 1.25 MILE TO
 PD0721'SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ON WOODS ROAD FOR 0.1
 PD0721'MILE TO END OF TRUCK TRAVEL.  GO NORTH AND EASTERLY UP ROCK
 PD0721'HILL FOR ABOUT 0.15 MILE TO FORK AT MOUND.  BEAR LEFT AND GO
 PD0721'NORTH UPHILL FOR ABOUT 300 YARDS TO THE HIGHEST PART OF HILL
 PD0721'AND STATION AS DESCRIBED.
 PD0721
 PD0721                          STATION RECOVERY (1985)
 PD0721
 PD0721'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1985 (WVH)
 PD0721'THE STATION WAS RECOVERED AT THIS DATE.
 PD0721'A LOCKED GATE AT START OF DIRT ROAD UP HILL.  OBTAIN KEY FROM COAST
 PD0721'GUARD LIGHTKEEPER AT WEST QUODDY HEAD LIGHT.  LOOKOUT HOUSE TO BE
 PD0721'REMOVED FROM TOWER THE SUMMER OF 1985, TOWER TO REMAIN.
 PD0721'
 PD0721'DESCRIBED BY G.E.L.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0853 ***********************************************************************
 PD0853  DESIGNATION -  QUODDY VILLAGE TANK
 PD0853  PID         -  PD0853
 PD0853  STATE/COUNTY-  ME/WASHINGTON
 PD0853  USGS QUAD   -  EASTPORT (1977)
 PD0853
 PD0853                         *CURRENT SURVEY CONTROL
 PD0853  ___________________________________________________________________
 PD0853* NAD 83(1996)-  44 55 42.01093(N)    067 01 37.40832(W)     ADJUSTED  
 PD0853* NAVD 88     -                                                        
 PD0853  ___________________________________________________________________
 PD0853  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 PD0853  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 PD0853
 PD0853  HORZ ORDER  -  THIRD
 PD0853
 PD0853.The horizontal coordinates were established by classical geodetic methods
 PD0853.and adjusted by the National Geodetic Survey in March 1998..
 PD0853
 PD0853
 PD0853.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0853
 PD0853.The geoid height was determined by GEOID03.
 PD0853
 PD0853;                    North         East     Units Scale Factor Converg.
 PD0853;SPC ME E     -   141,235.839   416,269.930   MT  1.00006618   +1 02 25.2
 PD0853;UTM  19      - 4,976,882.985   655,691.858   MT  0.99989807   +1 23 37.0
 PD0853
 PD0853                          SUPERSEDED SURVEY CONTROL
 PD0853
 PD0853  NAD 83(1992)-  44 55 42.00037(N)    067 01 37.40925(W) AD(       ) 4
 PD0853  NAD 83(1986)-  44 55 41.99860(N)    067 01 37.40651(W) AD(       ) 4
 PD0853  NAD 27      -  44 55 41.71000(N)    067 01 39.47000(W) AD(       ) 3
 PD0853
 PD0853.Superseded values are not recommended for survey control.
 PD0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0853.See file dsdata.txt to determine how the superseded data were derived.
 PD0853
 PD0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5569276883(NAD 83)
 PD0853_MARKER: 53 = ELEVATED TANK
 PD0853_SETTING: 0 = UNSPECIFIED SETTING
 PD0853
 PD0853  HISTORY     - Date     Condition        Report By
 PD0853  HISTORY     - 1946     FIRST OBSERVED   CGS
 PD0853  HISTORY     - 1956     SEE DESCRIPTION  AEROS
 PD0853  HISTORY     - 1985     GOOD             NOS
 PD0853
 PD0853                          STATION DESCRIPTION
 PD0853
 PD0853'DESCRIBED BY AERO SERVICE CORPORATION 1956
 PD0853'STATION WAS RECOVERED.  UPPER HALF OF TANK REMOVED.  THE
 PD0853'STANDPIPE IS O.K.
 PD0853
 PD0853                          STATION RECOVERY (1985)
 PD0853
 PD0853'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1985 (WVH)
 PD0853'THE STATION WAS RECOVERED AT THIS DATE.
 PD0853'THE STATION IS LOCATED 1.5 MILES NORTHWEST OF EASTPORT, 0.3 MILES
 PD0853'EAST OF QUODDY VILLAGE AND 0.2 MILES NORTH OF THE 190 HIGHWAY.  THE
 PD0853'TANK HAS A FLAT TOP, ROUND BOTTOM, SIX LEGS AND IS PAINTED BLUE.
 PD0853'
 PD0853'DESCRIBED BY G.E.L.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0574 ***********************************************************************
 OB0574  DESIGNATION -  QUOHOG
 OB0574  PID         -  OB0574
 OB0574  STATE/COUNTY-  ME/CUMBERLAND
 OB0574  USGS QUAD   -  ORRS ISLAND (1997)
 OB0574
 OB0574                         *CURRENT SURVEY CONTROL
 OB0574  ___________________________________________________________________
 OB0574* NAD 83(1996)-  43 45 46.50634(N)    069 56 58.10501(W)     ADJUSTED  
 OB0574* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 OB0574  ___________________________________________________________________
 OB0574  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 OB0574  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 OB0574
 OB0574  HORZ ORDER  -  THIRD
 OB0574
 OB0574.The horizontal coordinates were established by classical geodetic methods
 OB0574.and adjusted by the National Geodetic Survey in March 1998..
 OB0574
 OB0574.The orthometric height was scaled from a topographic map.
 OB0574
 OB0574.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0574
 OB0574.The geoid height was determined by GEOID03.
 OB0574
 OB0574;                    North         East     Units Scale Factor Converg.
 OB0574;SPC ME W     -   103,295.040   917,488.864   MT  0.99997043   +0 09 00.8
 OB0574;UTM  19      - 4,845,979.281   423,574.175   MT  0.99967184   -0 39 24.3
 OB0574
 OB0574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0574!SPC ME W     -   1.00000393  x   0.99997043  =   0.99997435
 OB0574!UTM  19      -   1.00000393  x   0.99967184  =   0.99967576
 OB0574
 OB0574:                Primary Azimuth Mark                     Grid Az
 OB0574:SPC ME W     -  GOUDY LEDGE BEACON                       087 08 35.7
 OB0574:UTM  19      -  GOUDY LEDGE BEACON                       087 57 00.8
 OB0574
 OB0574|---------------------------------------------------------------------|
 OB0574| PID    Reference Object                     Distance      Geod. Az  |
 OB0574|                                                           dddmmss.s |
 OB0574| OB0566 GOUDY LEDGE BEACON                  APPROX. 4.6 KM 0871736.5 |
 OB0574| CE8402 QUOHOG RM 2                           5.388 METERS 20116     |
 OB0574| OB0484 BAILEY ISLAND WINDMILL              APPROX. 5.1 KM 2253630.9 |
 OB0574| OB0581 SEYMOUR 1933                        APPROX. 1.9 KM 2943017.1 |
 OB0574| CE8401 QUOHOG RM 1                           4.475 METERS 29554     |
 OB0574|---------------------------------------------------------------------|
 OB0574
 OB0574                          SUPERSEDED SURVEY CONTROL
 OB0574
 OB0574  NAD 83(1992)-  43 45 46.50425(N)    069 56 58.10461(W) AD(       ) 3
 OB0574  NAD 83(1986)-  43 45 46.51003(N)    069 56 58.10998(W) AD(       ) 3
 OB0574  NAD 27      -  43 45 46.20800(N)    069 56 59.94200(W) AD(       ) 3
 OB0574
 OB0574.Superseded values are not recommended for survey control.
 OB0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0574.See file dsdata.txt to determine how the superseded data were derived.
 OB0574
 OB0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ2357445979(NAD 83)
 OB0574
 OB0574  HISTORY     - Date     Condition        Report By
 OB0574  HISTORY     - 1933     MONUMENTED       CGS
 OB0574  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0574
 OB0574                          STATION DESCRIPTION
 OB0574
 OB0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OB0574'STATION IS ON OAK ISLAND WHICH IS ABOUT 1/4 MILE S OF THE MOST
 OB0574'SOUTHERN POINT OF SEBASCODEGAN ISLAND, ABOUT 1 MILE E OF SEYMOUR
 OB0574'OBSERVATORY ON ORR ISLAND, AND IS JUST W OF THE MOUTH OF QUOHOG
 OB0574'SOUND.  STATION IS ON THE MOST SOUTHWESTERLY POINT OF THE ISLAND,
 OB0574'ON THE HIGHEST PART OF A BARE LEDGE WHICH IS ALMOST SEPARATED
 OB0574'FROM THE MAIN BODY OF THE ISLAND AT HIGH WATER BY A PEBBLE
 OB0574'BEACH.
 OB0574'
 OB0574'STATION MARK IS SURROUNDED BY 3 ANCHOR BOLTS, ONE 0.40 METER N,
 OB0574'ONE 0.39 METER SE AND ANOTHER 0.41 METER SW.  A MONUMENT OF
 OB0574'ROUGH STONES ABOUT 2 METERS HIGH IS 26.7 METERS E ACROSS THE
 OB0574'PEBBLE BEACH.
 OB0574'
 OB0574'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 OB0574'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 OB0574'
 OB0574'REFERENCE MARK NO.2 IS IN THE SAME LEDGE AND ABOUT 0.5 METER
 OB0574'LOWER IN ELEVATION.
 OB0574'
 OB0574'REFERENCE MARK NO.1 IS IN THE SAME MAIN LEDGE BUT IS TO THE
 OB0574'W AND IS SEPARATED BY SEVERAL SMALL CREVICES.
 OB0574'
 OB0574'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.22 METERS.
 OB0574
 OB0574                          STATION RECOVERY (1942)
 OB0574
 OB0574'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OB0574'RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0004 ***********************************************************************
 QH0004  DESIGNATION -  R
 QH0004  PID         -  QH0004
 QH0004  STATE/COUNTY-  ME/SOMERSET
 QH0004  USGS QUAD   -  ATTEAN POND (1997)
 QH0004
 QH0004                         *CURRENT SURVEY CONTROL
 QH0004  ___________________________________________________________________
 QH0004* NAD 83(1986)-  45 34 38.     (N)    070 20 26.     (W)     SCALED    
 QH0004* NAVD 88     -       371.772  (meters)    1219.72   (feet)  ADJUSTED  
 QH0004  ___________________________________________________________________
 QH0004  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 QH0004  DYNAMIC HT  -         371.753 (meters)    1219.66  (feet)  COMP
 QH0004  MODELED GRAV-     980,552.1   (mgal)                       NAVD 88
 QH0004
 QH0004  VERT ORDER  -  FIRST     CLASS II
 QH0004
 QH0004.The horizontal coordinates were scaled from a topographic map and have
 QH0004.an estimated accuracy of +/- 6 seconds.
 QH0004
 QH0004.The orthometric height was determined by differential leveling
 QH0004.and adjusted by the National Geodetic Survey in June 1991..
 QH0004
 QH0004.The geoid height was determined by GEOID03.
 QH0004
 QH0004.The dynamic height is computed by dividing the NAVD 88
 QH0004.geopotential number by the normal gravity value computed on the
 QH0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QH0004.degrees latitude (g = 980.6199 gals.).
 QH0004
 QH0004.The modeled gravity was interpolated from observed gravity values.
 QH0004
 QH0004;                    North         East    Units  Estimated Accuracy
 QH0004;SPC ME W     -   304,900.      886,430.      MT  (+/- 180 meters Scaled)
 QH0004
 QH0004                          SUPERSEDED SURVEY CONTROL
 QH0004
 QH0004  NGVD 29 (??/??/92)  371.932  (m)         1220.25   (f) ADJ UNCH    1 2
 QH0004
 QH0004.Superseded values are not recommended for survey control.
 QH0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0004.See file dsdata.txt to determine how the superseded data were derived.
 QH0004
 QH0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL954479(NAD 83)
 QH0004_MARKER: DB = BENCH MARK DISK
 QH0004_SETTING: 66 = SET IN ROCK OUTCROP
 QH0004_SP_SET: ROCK LEDGE
 QH0004_STAMPING: ELEV 1220.247 FT R 1916
 QH0004_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QH0004+STABILITY: POSITION/ELEVATION WELL
 QH0004
 QH0004  HISTORY     - Date     Condition        Report By
 QH0004  HISTORY     - 1916     MONUMENTED       CGS
 QH0004  HISTORY     - 1934     GOOD             NGS
 QH0004
 QH0004                          STATION DESCRIPTION
 QH0004
 QH0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1916
 QH0004'1.3 MI W FROM ATTEAN.
 QH0004'1.3 MILES WEST ALONG THE CANADIAN PACIFIC RAILWAY FROM ATTEAN,
 QH0004'SOMERSET COUNTY, 3-1/2 POLES NORTHWEST OF MILEPOST 80, 15 YARDS
 QH0004'SOUTHWEST OF THE CENTER LINE OF THE TRACK, AND IN A LARGE ROCK
 QH0004'LEDGE OVERLOOKING ATTEAN POND.  A STANDARD DISK, STAMPED ELEV
 QH0004'1220.247 FT R 1916.
 QH0004
 QH0004                          STATION RECOVERY (1934)
 QH0004
 QH0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QH0004'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0783 ***********************************************************************
 QG0783  DESIGNATION -  R 1
 QG0783  PID         -  QG0783
 QG0783  STATE/COUNTY-  ME/PISCATAQUIS
 QG0783  USGS QUAD   -  GREENVILLE (1989)
 QG0783
 QG0783                         *CURRENT SURVEY CONTROL
 QG0783  ___________________________________________________________________
 QG0783* NAD 83(1986)-  45 26 07.     (N)    069 31 54.     (W)     SCALED    
 QG0783* NAVD 88     -       309.500  (meters)    1015.42   (feet)  ADJUSTED  
 QG0783  ___________________________________________________________________
 QG0783  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 QG0783  DYNAMIC HT  -         309.488 (meters)    1015.38  (feet)  COMP
 QG0783  MODELED GRAV-     980,569.6   (mgal)                       NAVD 88
 QG0783
 QG0783  VERT ORDER  -  FIRST     CLASS II
 QG0783
 QG0783.The horizontal coordinates were scaled from a topographic map and have
 QG0783.an estimated accuracy of +/- 6 seconds.
 QG0783
 QG0783.The orthometric height was determined by differential leveling
 QG0783.and adjusted by the National Geodetic Survey in June 1991..
 QG0783
 QG0783.The geoid height was determined by GEOID03.
 QG0783
 QG0783.The dynamic height is computed by dividing the NAVD 88
 QG0783.geopotential number by the normal gravity value computed on the
 QG0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0783.degrees latitude (g = 980.6199 gals.).
 QG0783
 QG0783.The modeled gravity was interpolated from observed gravity values.
 QG0783
 QG0783;                    North         East    Units  Estimated Accuracy
 QG0783;SPC ME E     -   197,030.      219,280.      MT  (+/- 180 meters Scaled)
 QG0783
 QG0783                          SUPERSEDED SURVEY CONTROL
 QG0783
 QG0783  NGVD 29 (??/??/92)  309.667  (m)         1015.97   (f) ADJ UNCH    1 2
 QG0783
 QG0783.Superseded values are not recommended for survey control.
 QG0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0783.See file dsdata.txt to determine how the superseded data were derived.
 QG0783
 QG0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL584314(NAD 83)
 QG0783_MARKER: Q = CHISELED SQUARE
 QG0783_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QG0783_SP_SET: ABUTMENT
 QG0783_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG0783
 QG0783  HISTORY     - Date     Condition        Report By
 QG0783  HISTORY     - UNK      MONUMENTED       CGS
 QG0783  HISTORY     - 1916     GOOD             NGS
 QG0783  HISTORY     - 1934     MARK NOT FOUND   NGS
 QG0783
 QG0783                          STATION DESCRIPTION
 QG0783
 QG0783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1916
 QG0783'1.9 MI NW FROM MORKILL.
 QG0783'1.9 MILES NORTHWEST ALONG THE CANADIAN PACIFIC RAILWAY FROM MORKILL,
 QG0783'PISCATAQUIS COUNTY, AT THE TRESTLE AT MILEAGE 28.29, AND ON THE
 QG0783'TOP OF THE NORTH END OF THE WEST ABUTMENT.  A CHISELED SQUARE.
 QG0783'NOTE-- IT WAS REPORTED IN NOVEMBER 1934 THAT ICE AND SNOW ON
 QG0783'THE ABUTMENT MADE POSITIVE IDENTIFICATION OF THE CHISELED SQUARE
 QG0783'IMPOSSIBLE.
 QG0783
 QG0783                          STATION RECOVERY (1934)
 QG0783
 QG0783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QG0783'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0159 ***********************************************************************
 RF0159  DESIGNATION -  R 10
 RF0159  PID         -  RF0159
 RF0159  STATE/COUNTY-  ME/AROOSTOOK
 RF0159  USGS QUAD   -  PORTAGE LAKE WEST (1986)
 RF0159
 RF0159                         *CURRENT SURVEY CONTROL
 RF0159  ___________________________________________________________________
 RF0159* NAD 83(1986)-  46 50 45.     (N)    068 30 12.     (W)     SCALED    
 RF0159* NAVD 88     -       193.729  (meters)     635.59   (feet)  ADJUSTED  
 RF0159  ___________________________________________________________________
 RF0159  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 RF0159  DYNAMIC HT  -         193.751 (meters)     635.66  (feet)  COMP
 RF0159  MODELED GRAV-     980,726.9   (mgal)                       NAVD 88
 RF0159
 RF0159  VERT ORDER  -  FIRST     CLASS II
 RF0159
 RF0159.The horizontal coordinates were scaled from a topographic map and have
 RF0159.an estimated accuracy of +/- 6 seconds.
 RF0159
 RF0159.The orthometric height was determined by differential leveling
 RF0159.and adjusted by the National Geodetic Survey in June 1991..
 RF0159
 RF0159.The geoid height was determined by GEOID03.
 RF0159
 RF0159.The dynamic height is computed by dividing the NAVD 88
 RF0159.geopotential number by the normal gravity value computed on the
 RF0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0159.degrees latitude (g = 980.6199 gals.).
 RF0159
 RF0159.The modeled gravity was interpolated from observed gravity values.
 RF0159
 RF0159;                    North         East    Units  Estimated Accuracy
 RF0159;SPC ME E     -   353,290.      299,750.      MT  (+/- 180 meters Scaled)
 RF0159
 RF0159                          SUPERSEDED SURVEY CONTROL
 RF0159
 RF0159  NGVD 29 (??/??/92)  193.880  (m)          636.09   (f) ADJ UNCH    1 2
 RF0159
 RF0159.Superseded values are not recommended for survey control.
 RF0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0159.See file dsdata.txt to determine how the superseded data were derived.
 RF0159
 RF0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM378881(NAD 83)
 RF0159_MARKER: DB = BENCH MARK DISK
 RF0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RF0159_STAMPING: 636.088 R 10 1927
 RF0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0159+STABILITY: SURFACE MOTION
 RF0159
 RF0159  HISTORY     - Date     Condition        Report By
 RF0159  HISTORY     - 1927     MONUMENTED       CGS
 RF0159  HISTORY     - 1978     MARK NOT FOUND   NGS
 RF0159
 RF0159                          STATION DESCRIPTION
 RF0159
 RF0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 RF0159'6.2 MI N FROM PORTAGE.
 RF0159'6.2 MILES NORTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM THE
 RF0159'STATION AT PORTAGE, AROOSTOOK COUNTY, ONE RAIL SOUTH OF MILEPOST
 RF0159'61, 7 RAILS SOUTH OF THE SOUTH END OF A DISUSED SIDING ON THE
 RF0159'WEST SIDE OF THE TRACK, AND 30.2 FEET WEST OF THE WEST RAIL.  A
 RF0159'STANDARD DISK, STAMPED 636.088 R 10 1927 AND SET IN THE TOP
 RF0159'OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 RF0159
 RF0159                          STATION RECOVERY (1978)
 RF0159
 RF0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 RF0159'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0887 ***********************************************************************
 QG0887  DESIGNATION -  R 100
 QG0887  PID         -  QG0887
 QG0887  STATE/COUNTY-  ME/SOMERSET
 QG0887  USGS QUAD   -  TOMHEGAN POND (1989)
 QG0887
 QG0887                         *CURRENT SURVEY CONTROL
 QG0887  ___________________________________________________________________
 QG0887* NAD 83(1986)-  45 47 30.     (N)    069 54 01.     (W)     SCALED    
 QG0887* NAVD 88     -       371.542  (meters)    1218.97   (feet)  ADJUSTED  
 QG0887  ___________________________________________________________________
 QG0887  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 QG0887  DYNAMIC HT  -         371.531 (meters)    1218.93  (feet)  COMP
 QG0887  MODELED GRAV-     980,577.0   (mgal)                       NAVD 88
 QG0887
 QG0887  VERT ORDER  -  SECOND    CLASS 0
 QG0887
 QG0887.The horizontal coordinates were scaled from a topographic map and have
 QG0887.an estimated accuracy of +/- 6 seconds.
 QG0887
 QG0887.The orthometric height was determined by differential leveling
 QG0887.and adjusted by the National Geodetic Survey in June 1991..
 QG0887
 QG0887.The geoid height was determined by GEOID03.
 QG0887
 QG0887.The dynamic height is computed by dividing the NAVD 88
 QG0887.geopotential number by the normal gravity value computed on the
 QG0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0887.degrees latitude (g = 980.6199 gals.).
 QG0887
 QG0887.The modeled gravity was interpolated from observed gravity values.
 QG0887
 QG0887;                    North         East    Units  Estimated Accuracy
 QG0887;SPC ME W     -   328,750.      920,710.      MT  (+/- 180 meters Scaled)
 QG0887
 QG0887                          SUPERSEDED SURVEY CONTROL
 QG0887
 QG0887  NGVD 29 (??/??/92)  371.702  (m)         1219.49   (f) ADJ UNCH    2 0
 QG0887
 QG0887.Superseded values are not recommended for survey control.
 QG0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0887.See file dsdata.txt to determine how the superseded data were derived.
 QG0887
 QG0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL300712(NAD 83)
 QG0887_MARKER: DB = BENCH MARK DISK
 QG0887_SETTING: 66 = SET IN ROCK OUTCROP
 QG0887_SP_SET: ROCK LEDGE
 QG0887_STAMPING: R 100 1953
 QG0887_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0887+STABILITY: POSITION/ELEVATION WELL
 QG0887
 QG0887  HISTORY     - Date     Condition        Report By
 QG0887  HISTORY     - 1953     MONUMENTED       CGS
 QG0887
 QG0887                          STATION DESCRIPTION
 QG0887
 QG0887'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0887'10.6 MI NW FROM ROCKWOOD.
 QG0887'10.6 MILES NORTHWEST ALONG A PRIVATE GRAVEL ROAD FROM BRIDGE
 QG0887'OVER MOOSE RIVER AT ROCKWOOD, ABOUT 9.7 MILES SOUTHEAST ALONG
 QG0887'PRIVATE GRAVEL ROAD FROM BRIDGE OVER SOUTH BRANCH PENOBSCOT RIVER
 QG0887'AT PITTSTON FARM, ABOUT 0.05 MILE SOUTH OF A 20-FOOT BRIDGE OVER
 QG0887'A STREAM FLOWING INTO TOMHEGAN POND, AT THE JUNCTION OF A PRIVATE
 QG0887'ROAD LEADING NORTHWEST TO CENTER POND, SET IN THE TOP OF A ROCK
 QG0887'LEDGE, 23 FEET WEST OF CENTER LINE OF ROAD, 39 FEET SOUTHWEST OF
 QG0887'CENTER OF JUNCTION OF PRIVATE ROAD NORTHWEST TO CENTER POND,
 QG0887'10 FEET EAST-SOUTHEAST OF A TRIANGULAR BLAZED 10-INCH BALSAM TREE,
 QG0887'7 FEET WEST OF EAST END OF LEDGE AND ABOUT 2 FEET ABOVE LEVEL OF
 QG0887'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0172 ***********************************************************************
 RF0172  DESIGNATION -  R 101
 RF0172  PID         -  RF0172
 RF0172  STATE/COUNTY-  ME/AROOSTOOK
 RF0172  USGS QUAD   -  GREENLAW POND (1986)
 RF0172
 RF0172                         *CURRENT SURVEY CONTROL
 RF0172  ___________________________________________________________________
 RF0172* NAD 83(1986)-  46 39 38.     (N)    068 40 40.     (W)     SCALED    
 RF0172* NAVD 88     -       352.573  (meters)    1156.73   (feet)  ADJUSTED  
 RF0172  ___________________________________________________________________
 RF0172  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 RF0172  DYNAMIC HT  -         352.604 (meters)    1156.84  (feet)  COMP
 RF0172  MODELED GRAV-     980,688.7   (mgal)                       NAVD 88
 RF0172
 RF0172  VERT ORDER  -  FIRST     CLASS II
 RF0172
 RF0172.The horizontal coordinates were scaled from a topographic map and have
 RF0172.an estimated accuracy of +/- 6 seconds.
 RF0172
 RF0172.The orthometric height was determined by differential leveling
 RF0172.and adjusted by the National Geodetic Survey in June 1991..
 RF0172
 RF0172.The geoid height was determined by GEOID03.
 RF0172
 RF0172.The dynamic height is computed by dividing the NAVD 88
 RF0172.geopotential number by the normal gravity value computed on the
 RF0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0172.degrees latitude (g = 980.6199 gals.).
 RF0172
 RF0172.The modeled gravity was interpolated from observed gravity values.
 RF0172
 RF0172;                    North         East    Units  Estimated Accuracy
 RF0172;SPC ME E     -   332,710.      286,400.      MT  (+/- 180 meters Scaled)
 RF0172
 RF0172                          SUPERSEDED SURVEY CONTROL
 RF0172
 RF0172  NGVD 29 (??/??/92)  352.771  (m)         1157.38   (f) ADJ UNCH    1 2
 RF0172
 RF0172.Superseded values are not recommended for survey control.
 RF0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0172.See file dsdata.txt to determine how the superseded data were derived.
 RF0172
 RF0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM246674(NAD 83)
 RF0172_MARKER: DB = BENCH MARK DISK
 RF0172_SETTING: 80 = SET IN A BOULDER
 RF0172_SP_SET: BOULDER
 RF0172_STAMPING: R 101 1953
 RF0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0172+STABILITY: SURFACE MOTION
 RF0172
 RF0172  HISTORY     - Date     Condition        Report By
 RF0172  HISTORY     - 1953     MONUMENTED       CGS
 RF0172  HISTORY     - 1978     GOOD             NGS
 RF0172
 RF0172                          STATION DESCRIPTION
 RF0172
 RF0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0172'13.9 MI W FROM ASHLAND.
 RF0172'0.3 MILE WEST ALONG STATE HIGHWAY 11 FROM THE BANGOR AND
 RF0172'AROOSTOOK RAILROAD STATION AT ASHLAND, THENCE ABOUT 0.6 MILE
 RF0172'SOUTHWEST ALONG A BLACK TOP ROAD, THENCE ABOUT 13.0 MILES WEST
 RF0172'ALONG A PRIVATE GRAVEL ROAD, ABOUT 160 YARDS EAST OF A SMALL
 RF0172'WOODEN BRIDGE OVER A SMALL BROOK, ABOUT 127 YARDS EAST OF THE
 RF0172'JUNCTION OF A TRAIL LEADING NORTHWEST AND UPHILL, ABOUT 200
 RF0172'YARDS EAST OF A CAMP HOUSE SOUTH OF ROAD, 25 FEET NORTH OF CENTER
 RF0172'LINE OF ROAD, IN THE TOP OF THE SOUTHEAST END OF A 3-FOOT HIGH
 RF0172'10 BY 7 FOOT BOULDER AND ABOUT 6 1/2 FEET ABOVE LEVEL OF ROAD.
 RF0172
 RF0172                          STATION RECOVERY (1978)
 RF0172
 RF0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 RF0172'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0204 ***********************************************************************
 RF0204  DESIGNATION -  R 102
 RF0204  PID         -  RF0204
 RF0204  STATE/COUNTY-  ME/PISCATAQUIS
 RF0204  USGS QUAD   -  MOOSELEUK LAKE (1985)
 RF0204
 RF0204                         *CURRENT SURVEY CONTROL
 RF0204  ___________________________________________________________________
 RF0204* NAD 83(1986)-  46 31 46.     (N)    068 58 00.     (W)     SCALED    
 RF0204* NAVD 88     -       291.670  (meters)     956.92   (feet)  ADJUSTED  
 RF0204  ___________________________________________________________________
 RF0204  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 RF0204  DYNAMIC HT  -         291.686 (meters)     956.97  (feet)  COMP
 RF0204  MODELED GRAV-     980,663.3   (mgal)                       NAVD 88
 RF0204
 RF0204  VERT ORDER  -  SECOND    CLASS 0
 RF0204
 RF0204.The horizontal coordinates were scaled from a topographic map and have
 RF0204.an estimated accuracy of +/- 6 seconds.
 RF0204
 RF0204.The orthometric height was determined by differential leveling
 RF0204.and adjusted by the National Geodetic Survey in June 1991..
 RF0204
 RF0204.The geoid height was determined by GEOID03.
 RF0204
 RF0204.The dynamic height is computed by dividing the NAVD 88
 RF0204.geopotential number by the normal gravity value computed on the
 RF0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0204.degrees latitude (g = 980.6199 gals.).
 RF0204
 RF0204.The modeled gravity was interpolated from observed gravity values.
 RF0204
 RF0204;                    North         East    Units  Estimated Accuracy
 RF0204;SPC ME E     -   318,230.      264,200.      MT  (+/- 180 meters Scaled)
 RF0204
 RF0204                          SUPERSEDED SURVEY CONTROL
 RF0204
 RF0204  NGVD 29 (??/??/92)  291.861  (m)          957.55   (f) ADJ UNCH    2 0
 RF0204
 RF0204.Superseded values are not recommended for survey control.
 RF0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0204.See file dsdata.txt to determine how the superseded data were derived.
 RF0204
 RF0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM025528(NAD 83)
 RF0204_MARKER: DB = BENCH MARK DISK
 RF0204_SETTING: 80 = SET IN A BOULDER
 RF0204_SP_SET: BOULDER
 RF0204_STAMPING: R 102 1953
 RF0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0204+STABILITY: SURFACE MOTION
 RF0204
 RF0204  HISTORY     - Date     Condition        Report By
 RF0204  HISTORY     - 1953     MONUMENTED       CGS
 RF0204
 RF0204                          STATION DESCRIPTION
 RF0204
 RF0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0204'35.6 MI W FROM ASHLAND.
 RF0204'0.3 MILE WEST ALONG STATE HIGHWAY 11 FROM THE BANGOR AND AROOSTOOK
 RF0204'RAILROAD STATION AT ASHLAND, THENCE ABOUT 0.6 MILE SOUTHWEST ALONG
 RF0204'A BLACK TOP ROAD, THENCE ABOUT 34.7 MILES WEST AND SOUTHWEST ALONG A
 RF0204'PRIVATE GRAVEL ROAD, ABOUT 0.65 MILE WEST OF A BRIDGE OVER
 RF0204'MC PHERSON BROOK, ABOUT 0.75 MILE EAST OF A BRIDGE OVER BIG HUDSON
 RF0204'BROOK, ABOUT 119 YARDS WEST OF THE BOTTOM OF GRADES, 66 FEET
 RF0204'SOUTH-SOUTHEAST OF CENTER LINE OF ROAD, IN THE TOP AND ABOUT 3
 RF0204'FEET WEST OF THE HIGHEST POINT OF A 3-FOOT HIGH 5 BY 6-FOOT PARTLY
 RF0204'BURIED BOULDER, 1 FOOT EAST OF WEST END OF BOULDER AND ABOUT 1 FOOT
 RF0204'BELOW LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0023 ***********************************************************************
 RG0023  DESIGNATION -  R 103
 RG0023  PID         -  RG0023
 RG0023  STATE/COUNTY-  ME/SOMERSET
 RG0023  USGS QUAD   -  NORRIS BROOK (1989)
 RG0023
 RG0023                         *CURRENT SURVEY CONTROL
 RG0023  ___________________________________________________________________
 RG0023* NAD 83(1986)-  46 01 55.     (N)    070 03 22.     (W)     SCALED    
 RG0023* NAVD 88     -       449.472  (meters)    1474.64   (feet)  ADJUSTED  
 RG0023  ___________________________________________________________________
 RG0023  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 RG0023  DYNAMIC HT  -         449.453 (meters)    1474.58  (feet)  COMP
 RG0023  MODELED GRAV-     980,559.7   (mgal)                       NAVD 88
 RG0023
 RG0023  VERT ORDER  -  SECOND    CLASS 0
 RG0023
 RG0023.The horizontal coordinates were scaled from a topographic map and have
 RG0023.an estimated accuracy of +/- 6 seconds.
 RG0023
 RG0023.The orthometric height was determined by differential leveling
 RG0023.and adjusted by the National Geodetic Survey in June 1991..
 RG0023
 RG0023.The geoid height was determined by GEOID03.
 RG0023
 RG0023.The dynamic height is computed by dividing the NAVD 88
 RG0023.geopotential number by the normal gravity value computed on the
 RG0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RG0023.degrees latitude (g = 980.6199 gals.).
 RG0023
 RG0023.The modeled gravity was interpolated from observed gravity values.
 RG0023
 RG0023;                    North         East    Units  Estimated Accuracy
 RG0023;SPC ME W     -   355,430.      908,560.      MT  (+/- 180 meters Scaled)
 RG0023
 RG0023                          SUPERSEDED SURVEY CONTROL
 RG0023
 RG0023  NGVD 29 (??/??/92)  449.624  (m)         1475.14   (f) ADJ UNCH    2 0
 RG0023
 RG0023.Superseded values are not recommended for survey control.
 RG0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0023.See file dsdata.txt to determine how the superseded data were derived.
 RG0023
 RG0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL182981(NAD 83)
 RG0023_MARKER: DB = BENCH MARK DISK
 RG0023_SETTING: 66 = SET IN ROCK OUTCROP
 RG0023_SP_SET: ROCK OUTCROP
 RG0023_STAMPING: R 103 1953
 RG0023_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RG0023+STABILITY: POSITION/ELEVATION WELL
 RG0023
 RG0023  HISTORY     - Date     Condition        Report By
 RG0023  HISTORY     - 1953     MONUMENTED       CGS
 RG0023  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RG0023
 RG0023                          STATION DESCRIPTION
 RG0023
 RG0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RG0023'12.9 MI N FROM PITTSTON FARM.
 RG0023'2.0 MILES NORTHWEST ALONG A PRIVATE GRAVEL ROAD FROM BRIDGE
 RG0023'OVER SOUTH BRANCH PENOBSCOT RIVER AT PITTSTON FARM, THENCE
 RG0023'ABOUT 10.9 MILES NORTH ALONG A PRIVATE GRAVEL ROAD, ABOUT 0.6
 RG0023'MILE NORTH OF A 12-FOOT WOODEN BRIDGE OVER A STREAM CONNECTING NORTH
 RG0023'BRANCH PENOBSCOT RIVER AND TRUESDALE POND, ABOUT 1.15 MILES SOUTH OF
 RG0023'CONCRETE AND STEEL BRIDGE OVER NORTH BRANCH AND PENOBSCOT RIVER, IN
 RG0023'THE TOP OF A FLAT ROCK OUTCROP WHICH IS ABOUT FLUSH WITH THE GROUND,
 RG0023'28 FEET NORTHWEST OF CENTER LINE OF ROAD, 163 1/2 FEET WEST AND
 RG0023'ACROSS ROAD FROM A TRIANGULAR BLAZED 8-INCH SPRUCE TREE, 81 1/2
 RG0023'FEET NORTH AND ACROSS ROAD FROM A SLASH BLAZED BALSAM TREE, AND
 RG0023'ABOUT 1 1/2 FEET BELOW LEVEL OF ROAD.
 RG0023
 RG0023                          STATION RECOVERY (1985)
 RG0023
 RG0023'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLM)
 RG0023'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0928 ***********************************************************************
 QG0928  DESIGNATION -  R 104
 QG0928  PID         -  QG0928
 QG0928  STATE/COUNTY-  ME/SOMERSET
 QG0928  USGS QUAD   -  SEBOOMOOK (1989)
 QG0928
 QG0928                         *CURRENT SURVEY CONTROL
 QG0928  ___________________________________________________________________
 QG0928* NAD 83(1986)-  45 53 42.     (N)    069 44 44.     (W)     SCALED    
 QG0928* NAVD 88     -       346.157  (meters)    1135.68   (feet)  ADJUSTED  
 QG0928  ___________________________________________________________________
 QG0928  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 QG0928  DYNAMIC HT  -         346.155 (meters)    1135.68  (feet)  COMP
 QG0928  MODELED GRAV-     980,598.0   (mgal)                       NAVD 88
 QG0928
 QG0928  VERT ORDER  -  SECOND    CLASS 0
 QG0928
 QG0928.The horizontal coordinates were scaled from a topographic map and have
 QG0928.an estimated accuracy of +/- 6 seconds.
 QG0928
 QG0928.The orthometric height was determined by differential leveling
 QG0928.and adjusted by the National Geodetic Survey in June 1991..
 QG0928
 QG0928.The geoid height was determined by GEOID03.
 QG0928
 QG0928.The dynamic height is computed by dividing the NAVD 88
 QG0928.geopotential number by the normal gravity value computed on the
 QG0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0928.degrees latitude (g = 980.6199 gals.).
 QG0928
 QG0928.The modeled gravity was interpolated from observed gravity values.
 QG0928
 QG0928;                    North         East    Units  Estimated Accuracy
 QG0928;SPC ME W     -   340,290.      932,680.      MT  (+/- 180 meters Scaled)
 QG0928
 QG0928                          SUPERSEDED SURVEY CONTROL
 QG0928
 QG0928  NGVD 29 (??/??/92)  346.322  (m)         1136.22   (f) ADJ UNCH    2 0
 QG0928
 QG0928.Superseded values are not recommended for survey control.
 QG0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0928.See file dsdata.txt to determine how the superseded data were derived.
 QG0928
 QG0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL421826(NAD 83)
 QG0928_MARKER: DB = BENCH MARK DISK
 QG0928_SETTING: 66 = SET IN ROCK OUTCROP
 QG0928_SP_SET: ROCK CUT
 QG0928_STAMPING: R 104 1953
 QG0928_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0928+STABILITY: POSITION/ELEVATION WELL
 QG0928
 QG0928  HISTORY     - Date     Condition        Report By
 QG0928  HISTORY     - 1953     MONUMENTED       CGS
 QG0928  HISTORY     - 1955     GOOD             NGS
 QG0928
 QG0928                          STATION DESCRIPTION
 QG0928
 QG0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0928'1.4 MI S FROM SEBOOMOOK DAM.
 QG0928'1.4 MILES SOUTH ALONG A GRAVEL ROAD LEADING TO ROCKWOOD FROM
 QG0928'SEBOOMOOK DAM, IN THE TOP OF A LEDGE OF A ROCK CUT, 24 FEET
 QG0928'EAST OF CENTER LINE OF ROAD, 54 FEET SOUTHEAST AND ACROSS ROAD
 QG0928'FROM A TELEPHONE POLE, 175 FEET SOUTH OF CENTER LINE OF ROAD
 QG0928'AT TOP OF A GRADE DECENDING SOUTH, 6 1/2 FEET SOUTHEAST AND
 QG0928'ABOUT 3 1/2 FEET ABOVE THE TOP OF A 12-INCH TRIANGLE CUT IN
 QG0928'LEDGE AND ABOUT 7 FEET ABOVE LEVEL OF ROAD.
 QG0928
 QG0928                          STATION RECOVERY (1955)
 QG0928
 QG0928'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 QG0928'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0298 ***********************************************************************
 RF0298  DESIGNATION -  R 105
 RF0298  PID         -  RF0298
 RF0298  STATE/COUNTY-  ME/SOMERSET
 RF0298  USGS QUAD   -  RUSSELL MOUNTAIN (1989)
 RF0298
 RF0298                         *CURRENT SURVEY CONTROL
 RF0298  ___________________________________________________________________
 RF0298* NAD 83(1986)-  46 03 21.     (N)    069 46 04.     (W)     SCALED    
 RF0298* NAVD 88     -       395.796  (meters)    1298.54   (feet)  ADJUSTED  
 RF0298  ___________________________________________________________________
 RF0298  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 RF0298  DYNAMIC HT  -         395.793 (meters)    1298.53  (feet)  COMP
 RF0298  MODELED GRAV-     980,595.9   (mgal)                       NAVD 88
 RF0298
 RF0298  VERT ORDER  -  SECOND    CLASS 0
 RF0298
 RF0298.The horizontal coordinates were scaled from a topographic map and have
 RF0298.an estimated accuracy of +/- 6 seconds.
 RF0298
 RF0298.The orthometric height was determined by differential leveling
 RF0298.and adjusted by the National Geodetic Survey in June 1991..
 RF0298
 RF0298.The geoid height was determined by GEOID03.
 RF0298
 RF0298.The dynamic height is computed by dividing the NAVD 88
 RF0298.geopotential number by the normal gravity value computed on the
 RF0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0298.degrees latitude (g = 980.6199 gals.).
 RF0298
 RF0298.The modeled gravity was interpolated from observed gravity values.
 RF0298
 RF0298;                    North         East    Units  Estimated Accuracy
 RF0298;SPC ME W     -   358,150.      930,870.      MT  (+/- 180 meters Scaled)
 RF0298
 RF0298                          SUPERSEDED SURVEY CONTROL
 RF0298
 RF0298  NGVD 29 (??/??/92)  395.955  (m)         1299.06   (f) ADJ UNCH    2 0
 RF0298
 RF0298.Superseded values are not recommended for survey control.
 RF0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0298.See file dsdata.txt to determine how the superseded data were derived.
 RF0298
 RF0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM406005(NAD 83)
 RF0298_MARKER: DB = BENCH MARK DISK
 RF0298_SETTING: 66 = SET IN ROCK OUTCROP
 RF0298_SP_SET: ROCK LEDGE
 RF0298_STAMPING: R 105 1953
 RF0298_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0298+STABILITY: POSITION/ELEVATION WELL
 RF0298
 RF0298  HISTORY     - Date     Condition        Report By
 RF0298  HISTORY     - 1953     MONUMENTED       CGS
 RF0298  HISTORY     - 1955     GOOD             NGS
 RF0298  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RF0298
 RF0298                          STATION DESCRIPTION
 RF0298
 RF0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0298'12.2 MI N FROM SEBOOMOOK DAM.
 RF0298'ABOUT 12.2 MILES NORTHWEST AND NORTH ALONG A GRAVEL ROAD LEADING
 RF0298'TO CAUCOMGOMOC LAKE FROM SEBOOMOOK DAM, ABOUT 0.55 MILE NORTH OF
 RF0298'A BRIDGE OVER RUSSELL STREAM, IN THE TOP OF AN OUTCROPPING ROCK
 RF0298'LEDGE, 29 FEET SOUTHWEST OF CENTER LINE OF ROAD, 70 FEET
 RF0298'SOUTH-SOUTHWEST AND ACROSS ROAD FROM TELEPHONE POLE AT A
 RF0298'DIRECTIONAL CHANGE IN LINE, 62 FEET SOUTH-SOUTHWEST OF CENTER OF
 RF0298'ROAD AT CENTER OF A CURVE WITH TANGENTS EXTENDING SOUTHEAST AND
 RF0298'NORTH, 4 FEET NORTH OF A SLASH BLAZED 6-INCH SPRUCE TREE AND
 RF0298'ABOUT 3 FEET ABOVE LEVEL OF ROAD.
 RF0298
 RF0298                          STATION RECOVERY (1955)
 RF0298
 RF0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 RF0298'RECOVERED IN GOOD CONDITION.
 RF0298
 RF0298                          STATION RECOVERY (1985)
 RF0298
 RF0298'RECOVERY NOTE BY US POWER SQUADRON 1985 (LMT)
 RF0298'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0910 ***********************************************************************
 QG0910  DESIGNATION -  R 106
 QG0910  PID         -  QG0910
 QG0910  STATE/COUNTY-  ME/PISCATAQUIS
 QG0910  USGS QUAD   -  LOBSTER MOUNTAIN (1989)
 QG0910
 QG0910                         *CURRENT SURVEY CONTROL
 QG0910  ___________________________________________________________________
 QG0910* NAD 83(1986)-  45 50 37.     (N)    069 33 45.     (W)     SCALED    
 QG0910* NAVD 88     -       335.614  (meters)    1101.09   (feet)  ADJUSTED  
 QG0910  ___________________________________________________________________
 QG0910  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 QG0910  DYNAMIC HT  -         335.609 (meters)    1101.08  (feet)  COMP
 QG0910  MODELED GRAV-     980,591.5   (mgal)                       NAVD 88
 QG0910
 QG0910  VERT ORDER  -  SECOND    CLASS 0
 QG0910
 QG0910.The horizontal coordinates were scaled from a topographic map and have
 QG0910.an estimated accuracy of +/- 6 seconds.
 QG0910
 QG0910.The orthometric height was determined by differential leveling
 QG0910.and adjusted by the National Geodetic Survey in June 1991..
 QG0910
 QG0910.The geoid height was determined by GEOID03.
 QG0910
 QG0910.The dynamic height is computed by dividing the NAVD 88
 QG0910.geopotential number by the normal gravity value computed on the
 QG0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0910.degrees latitude (g = 980.6199 gals.).
 QG0910
 QG0910.The modeled gravity was interpolated from observed gravity values.
 QG0910
 QG0910;                    North         East    Units  Estimated Accuracy
 QG0910;SPC ME E     -   242,440.      217,470.      MT  (+/- 180 meters Scaled)
 QG0910
 QG0910                          SUPERSEDED SURVEY CONTROL
 QG0910
 QG0910  NGVD 29 (??/??/92)  335.774  (m)         1101.62   (f) ADJ UNCH    2 0
 QG0910
 QG0910.Superseded values are not recommended for survey control.
 QG0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0910.See file dsdata.txt to determine how the superseded data were derived.
 QG0910
 QG0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL563768(NAD 83)
 QG0910_MARKER: DB = BENCH MARK DISK
 QG0910_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QG0910_SP_SET: CEDAR TREE
 QG0910_STAMPING: R 106 1953
 QG0910_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG0910
 QG0910  HISTORY     - Date     Condition        Report By
 QG0910  HISTORY     - 1953     MONUMENTED       CGS
 QG0910  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QG0910
 QG0910                          STATION DESCRIPTION
 QG0910
 QG0910'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0910'4.8 MI SE FROM NORTHEAST CARRY.
 QG0910'0.75 MILE NORTHEAST ALONG A GRAVEL ROAD FROM THE INN AT NORTHEAST
 QG0910'CARRY, THENCE ABOUT 3.05 MILES SOUTHEAST ALONG A GRAVEL ROAD,
 QG0910'THENCE ABOUT 1.05 MILES SOUTHEAST ALONG A TRAIL FOLLOWING A
 QG0910'TELEPHONE LINE, SET VERTICALLY IN SOUTH FACE OF A 12-INCH CEDAR
 QG0910'TREE, 20 FEET NORTH-NORTHEAST OF CENTER LINE OF TRAIL, 42 1/2
 QG0910'FEET NORTHWEST OF A TELEPHONE POLE AT A DIRECTIONAL CHANGE IN
 QG0910'LINE, 25 FEET EAST-SOUTHEAST OF A TRIANGULAR BLAZED 14-INCH SPRUCE
 QG0910'TREE AND ABOUT 3 1/2 FEET ABOVE LEVEL OF TRAIL.
 QG0910
 QG0910                          STATION RECOVERY (1985)
 QG0910
 QG0910'RECOVERY NOTE BY US POWER SQUADRON 1985 (JHS)
 QG0910'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0273 ***********************************************************************
 RF0273  DESIGNATION -  R 107
 RF0273  PID         -  RF0273
 RF0273  STATE/COUNTY-  ME/PISCATAQUIS
 RF0273  USGS QUAD   -  WADLEIGH POND (1989)
 RF0273
 RF0273                         *CURRENT SURVEY CONTROL
 RF0273  ___________________________________________________________________
 RF0273* NAD 83(1986)-  46 17 00.     (N)    069 41 32.     (W)     SCALED    
 RF0273* NAVD 88     -       446.112  (meters)    1463.62   (feet)  ADJUSTED  
 RF0273  ___________________________________________________________________
 RF0273  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 RF0273  DYNAMIC HT  -         446.124 (meters)    1463.66  (feet)  COMP
 RF0273  MODELED GRAV-     980,627.0   (mgal)                       NAVD 88
 RF0273
 RF0273  VERT ORDER  -  SECOND    CLASS 0
 RF0273
 RF0273.The horizontal coordinates were scaled from a topographic map and have
 RF0273.an estimated accuracy of +/- 6 seconds.
 RF0273
 RF0273.The orthometric height was determined by differential leveling
 RF0273.and adjusted by the National Geodetic Survey in June 1991..
 RF0273
 RF0273.The geoid height was determined by GEOID03.
 RF0273
 RF0273.The dynamic height is computed by dividing the NAVD 88
 RF0273.geopotential number by the normal gravity value computed on the
 RF0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0273.degrees latitude (g = 980.6199 gals.).
 RF0273
 RF0273.The modeled gravity was interpolated from observed gravity values.
 RF0273
 RF0273;                    North         East    Units  Estimated Accuracy
 RF0273;SPC ME E     -   291,460.      208,130.      MT  (+/- 180 meters Scaled)
 RF0273
 RF0273                          SUPERSEDED SURVEY CONTROL
 RF0273
 RF0273  NGVD 29 (??/??/92)  446.278  (m)         1464.16   (f) ADJ UNCH    2 0
 RF0273
 RF0273.Superseded values are not recommended for survey control.
 RF0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0273.See file dsdata.txt to determine how the superseded data were derived.
 RF0273
 RF0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM466257(NAD 83)
 RF0273_MARKER: DB = BENCH MARK DISK
 RF0273_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RF0273_SP_SET: MAPLE TREE
 RF0273_STAMPING: R 107 1953
 RF0273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RF0273
 RF0273  HISTORY     - Date     Condition        Report By
 RF0273  HISTORY     - 1953     MONUMENTED       CGS
 RF0273  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RF0273
 RF0273                          STATION DESCRIPTION
 RF0273
 RF0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0273'31.9 MI N FROM SEBOOMOOK DAM.
 RF0273'ABOUT 26.3 MILES NORTHWEST AND NORTH ALONG A GRAVEL ROAD LEADING
 RF0273'TO CAUCOMGOMOC LAKE FROM SEBOOMOOK DAM, THENCE ABOUT 5.6 MILES
 RF0273'NORTH AND NORTHWEST ALONG A ROAD LEADING TO FRANCIS LAKE, ON THE
 RF0273'OUTSIDE OF A CURVE WITH TANGENTS EXTENDING WEST-NORTHWEST AND
 RF0273'SOUTH, ABOUT 0.3 MILE SOUTHEAST OF A 10-FOOT WOODEN BRIDGE, SET
 RF0273'VERTICALLY IN SOUTHWEST FACE OF A 12-INCH MAPLE TREE, 27 FEET
 RF0273'NORTH-NORTHEAST OF CENTER LINE OF ROAD, 56 FEET NORTH AND ACROSS
 RF0273'ROAD FROM A TRIANGULAR BLAZED 8-INCH SPRUCE TREE, 30 FEET
 RF0273'NORTHWEST OF A TRIANGULAR BLAZED 14-INCH MAPLE TREE AND ABOUT
 RF0273'2 1/2 FEET ABOVE LEVEL OF ROAD.
 RF0273
 RF0273                          STATION RECOVERY (1985)
 RF0273
 RF0273'RECOVERY NOTE BY US POWER SQUADRON 1985 (LMT)
 RF0273'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0356 ***********************************************************************
 RF0356  DESIGNATION -  R 108
 RF0356  PID         -  RF0356
 RF0356  STATE/COUNTY-  ME/AROOSTOOK
 RF0356  USGS QUAD   -  BURNTLAND POND (1986)
 RF0356
 RF0356                         *CURRENT SURVEY CONTROL
 RF0356  ___________________________________________________________________
 RF0356* NAD 83(1986)-  46 42 16.     (N)    069 55 37.     (W)     SCALED    
 RF0356* NAVD 88     -       437.548  (meters)    1435.52   (feet)  ADJUSTED  
 RF0356  ___________________________________________________________________
 RF0356  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 RF0356  DYNAMIC HT  -         437.565 (meters)    1435.58  (feet)  COMP
 RF0356  MODELED GRAV-     980,639.7   (mgal)                       NAVD 88
 RF0356
 RF0356  VERT ORDER  -  SECOND    CLASS 0
 RF0356
 RF0356.The horizontal coordinates were scaled from a topographic map and have
 RF0356.an estimated accuracy of +/- 6 seconds.
 RF0356
 RF0356.The orthometric height was determined by differential leveling
 RF0356.and adjusted by the National Geodetic Survey in June 1991..
 RF0356
 RF0356.The geoid height was determined by GEOID03.
 RF0356
 RF0356.The dynamic height is computed by dividing the NAVD 88
 RF0356.geopotential number by the normal gravity value computed on the
 RF0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0356.degrees latitude (g = 980.6199 gals.).
 RF0356
 RF0356.The modeled gravity was interpolated from observed gravity values.
 RF0356
 RF0356;                    North         East    Units  Estimated Accuracy
 RF0356;SPC ME E     -   338,560.      190,890.      MT  (+/- 180 meters Scaled)
 RF0356
 RF0356                          SUPERSEDED SURVEY CONTROL
 RF0356
 RF0356  NGVD 29 (??/??/92)  437.722  (m)         1436.09   (f) ADJ UNCH    2 0
 RF0356
 RF0356.Superseded values are not recommended for survey control.
 RF0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0356.See file dsdata.txt to determine how the superseded data were derived.
 RF0356
 RF0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM291727(NAD 83)
 RF0356_MARKER: DB = BENCH MARK DISK
 RF0356_SETTING: 80 = SET IN A BOULDER
 RF0356_SP_SET: BOULDER
 RF0356_STAMPING: R 108 1953
 RF0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0356+STABILITY: SURFACE MOTION
 RF0356
 RF0356  HISTORY     - Date     Condition        Report By
 RF0356  HISTORY     - 1953     MONUMENTED       CGS
 RF0356  HISTORY     - 1981     GOOD             NGS
 RF0356
 RF0356                          STATION DESCRIPTION
 RF0356
 RF0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0356'3.8 MI E FROM LAC FRONTIERE.
 RF0356'ABOUT 3.85 MILES EAST ALONG A PRIVATE GRAVEL ROAD LEADING TO
 RF0356'CLAYTON LAKE FROM THE JUNCTION OF ROUTE 24 AT LAC FRONTIERE, 255
 RF0356'YARDS SOUTHWEST OF THE HIGHER AND NORTHEAST ONE OF TWO GRADE
 RF0356'TOPS, 57 FEET NORTHWEST OF CENTER LINE OF ROAD, IN THE TOP OF
 RF0356'THE HIGHEST SPOT OF A 4 1/2-FOOT HIGH 10 BY 9 FOOT BOULDER, AND
 RF0356'ABOUT LEVEL WITH ROAD.
 RF0356
 RF0356                          STATION RECOVERY (1981)
 RF0356
 RF0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RF0356'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0247 ***********************************************************************
 RF0247  DESIGNATION -  R 109
 RF0247  PID         -  RF0247
 RF0247  STATE/COUNTY-  ME/PISCATAQUIS
 RF0247  USGS QUAD   -  SPIDER LAKE (1989)
 RF0247
 RF0247                         *CURRENT SURVEY CONTROL
 RF0247  ___________________________________________________________________
 RF0247* NAD 83(1986)-  46 29 00.     (N)    069 14 47.     (W)     SCALED    
 RF0247* NAVD 88     -       337.818  (meters)    1108.32   (feet)  ADJUSTED  
 RF0247  ___________________________________________________________________
 RF0247  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 RF0247  DYNAMIC HT  -         337.834 (meters)    1108.38  (feet)  COMP
 RF0247  MODELED GRAV-     980,651.9   (mgal)                       NAVD 88
 RF0247
 RF0247  VERT ORDER  -  SECOND    CLASS 0
 RF0247
 RF0247.The horizontal coordinates were scaled from a topographic map and have
 RF0247.an estimated accuracy of +/- 6 seconds.
 RF0247
 RF0247.The orthometric height was determined by differential leveling
 RF0247.and adjusted by the National Geodetic Survey in June 1991..
 RF0247
 RF0247.The geoid height was determined by GEOID03.
 RF0247
 RF0247.The dynamic height is computed by dividing the NAVD 88
 RF0247.geopotential number by the normal gravity value computed on the
 RF0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0247.degrees latitude (g = 980.6199 gals.).
 RF0247
 RF0247.The modeled gravity was interpolated from observed gravity values.
 RF0247
 RF0247;                    North         East    Units  Estimated Accuracy
 RF0247;SPC ME E     -   313,270.      242,690.      MT  (+/- 180 meters Scaled)
 RF0247
 RF0247                          SUPERSEDED SURVEY CONTROL
 RF0247
 RF0247  NGVD 29 (??/??/92)  338.006  (m)         1108.94   (f) ADJ UNCH    2 0
 RF0247
 RF0247.Superseded values are not recommended for survey control.
 RF0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0247.See file dsdata.txt to determine how the superseded data were derived.
 RF0247
 RF0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM810477(NAD 83)
 RF0247_MARKER: DB = BENCH MARK DISK
 RF0247_SETTING: 80 = SET IN A BOULDER
 RF0247_SP_SET: BOULDER
 RF0247_STAMPING: R 109 1953
 RF0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0247+STABILITY: SURFACE MOTION
 RF0247
 RF0247  HISTORY     - Date     Condition        Report By
 RF0247  HISTORY     - 1953     MONUMENTED       CGS
 RF0247
 RF0247                          STATION DESCRIPTION
 RF0247
 RF0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0247'2.2 MI E FROM CHURCHILL LAKE.
 RF0247'2.25 MILES SOUTHEAST AND EAST ALONG A TRAIL FOLLOWING A TELEPHONE
 RF0247'LINE FROM THE BRIDGE AND DAM ACROSS ALLAGASH RIVER AT CHURCHILL
 RF0247'LAKE, AT A POINT WHERE THE TRAIL AND TELEPHONE LINE IS GOING
 RF0247'SLIGHTLY DOWNHILL TO THE WEST AND UPHILL TO THE EAST, ABOUT 25
 RF0247'YARDS NORTH OF CENTER OF TELEPHONE TRAIL, IN THE TOP OF CENTER
 RF0247'OF A RIDGE SHAPED 3 1/2-FOOT HIGH 6 BY 6-FOOT BOULDER AND ABOUT
 RF0247'3 FEET ABOVE TELEPHONE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0096 ***********************************************************************
 RF0096  DESIGNATION -  R 11
 RF0096  PID         -  RF0096
 RF0096  STATE/COUNTY-  ME/AROOSTOOK
 RF0096  USGS QUAD   -  ST CROIX LAKE (1986)
 RF0096
 RF0096                         *CURRENT SURVEY CONTROL
 RF0096  ___________________________________________________________________
 RF0096* NAD 83(1986)-  46 17 37.     (N)    068 11 12.     (W)     SCALED    
 RF0096* NAVD 88     -       202.129  (meters)     663.15   (feet)  ADJUSTED  
 RF0096  ___________________________________________________________________
 RF0096  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 RF0096  DYNAMIC HT  -         202.141 (meters)     663.19  (feet)  COMP
 RF0096  MODELED GRAV-     980,668.1   (mgal)                       NAVD 88
 RF0096
 RF0096  VERT ORDER  -  FIRST     CLASS II
 RF0096
 RF0096.The horizontal coordinates were scaled from a topographic map and have
 RF0096.an estimated accuracy of +/- 6 seconds.
 RF0096
 RF0096.The orthometric height was determined by differential leveling
 RF0096.and adjusted by the National Geodetic Survey in June 1991..
 RF0096
 RF0096.The geoid height was determined by GEOID03.
 RF0096
 RF0096.The dynamic height is computed by dividing the NAVD 88
 RF0096.geopotential number by the normal gravity value computed on the
 RF0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0096.degrees latitude (g = 980.6199 gals.).
 RF0096
 RF0096.The modeled gravity was interpolated from observed gravity values.
 RF0096
 RF0096;                    North         East    Units  Estimated Accuracy
 RF0096;SPC ME E     -   291,960.      324,140.      MT  (+/- 180 meters Scaled)
 RF0096
 RF0096                          SUPERSEDED SURVEY CONTROL
 RF0096
 RF0096  NGVD 29 (??/??/92)  202.292  (m)          663.69   (f) ADJ UNCH    1 2
 RF0096
 RF0096.Superseded values are not recommended for survey control.
 RF0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0096.See file dsdata.txt to determine how the superseded data were derived.
 RF0096
 RF0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM626269(NAD 83)
 RF0096_MARKER: DB = BENCH MARK DISK
 RF0096_SETTING: 80 = SET IN A BOULDER
 RF0096_SP_SET: BOULDER
 RF0096_STAMPING: 663.686 R 11 1927
 RF0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0096+STABILITY: SURFACE MOTION
 RF0096
 RF0096  HISTORY     - Date     Condition        Report By
 RF0096  HISTORY     - 1927     MONUMENTED       CGS
 RF0096
 RF0096                          STATION DESCRIPTION
 RF0096
 RF0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 RF0096'12.9 MI N FROM SMYRNA MILLS.
 RF0096'12.9 MILES NORTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 RF0096'THE STATION AT SMYRNA MILLS, AROOSTOOK COUNTY, EAST OF ST. CROIX
 RF0096'LAKE, 0.5 MILE SOUTH OF HOWE BROOK, 0.3 MILE NORTH OF LITTLE
 RF0096'CANADA, 5-1/2 RAILS NORTH OF THE SOUTH SWITCH OF A SIDING, 4
 RF0096'RAILS NORTH OF CULVERT A 15.21, 29.3 FEET EAST OF THE EAST RAIL
 RF0096'OF THE MAIN TRACK, AND IN THE TOP OF A BOULDER 5 FEET IN DIAMETER
 RF0096'AND PROJECTING 2 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED
 RF0096'663.686 R 11 1927.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0235 ***********************************************************************
 RF0235  DESIGNATION -  R 110
 RF0235  PID         -  RF0235
 RF0235  STATE/COUNTY-  ME/AROOSTOOK
 RF0235  USGS QUAD   -  UMSASKIS LAKE WEST (1986)
 RF0235
 RF0235                         *CURRENT SURVEY CONTROL
 RF0235  ___________________________________________________________________
 RF0235* NAD 83(1986)-  46 35 36.     (N)    069 29 35.     (W)     SCALED    
 RF0235* NAVD 88     -       353.963  (meters)    1161.29   (feet)  ADJUSTED  
 RF0235  ___________________________________________________________________
 RF0235  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 RF0235  DYNAMIC HT  -         353.976 (meters)    1161.34  (feet)  COMP
 RF0235  MODELED GRAV-     980,642.5   (mgal)                       NAVD 88
 RF0235
 RF0235  VERT ORDER  -  SECOND    CLASS 0
 RF0235
 RF0235.The horizontal coordinates were scaled from a topographic map and have
 RF0235.an estimated accuracy of +/- 6 seconds.
 RF0235
 RF0235.The orthometric height was determined by differential leveling
 RF0235.and adjusted by the National Geodetic Survey in June 1991..
 RF0235
 RF0235.The geoid height was determined by GEOID03.
 RF0235
 RF0235.The dynamic height is computed by dividing the NAVD 88
 RF0235.geopotential number by the normal gravity value computed on the
 RF0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0235.degrees latitude (g = 980.6199 gals.).
 RF0235
 RF0235.The modeled gravity was interpolated from observed gravity values.
 RF0235
 RF0235;                    North         East    Units  Estimated Accuracy
 RF0235;SPC ME E     -   325,700.      223,910.      MT  (+/- 180 meters Scaled)
 RF0235
 RF0235                          SUPERSEDED SURVEY CONTROL
 RF0235
 RF0235  NGVD 29 (??/??/92)  354.143  (m)         1161.88   (f) ADJ UNCH    2 0
 RF0235
 RF0235.Superseded values are not recommended for survey control.
 RF0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0235.See file dsdata.txt to determine how the superseded data were derived.
 RF0235
 RF0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM622600(NAD 83)
 RF0235_MARKER: DB = BENCH MARK DISK
 RF0235_SETTING: 80 = SET IN A BOULDER
 RF0235_SP_SET: BOULDER
 RF0235_STAMPING: R 110 1953
 RF0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0235+STABILITY: SURFACE MOTION
 RF0235
 RF0235  HISTORY     - Date     Condition        Report By
 RF0235  HISTORY     - 1953     MONUMENTED       CGS
 RF0235
 RF0235                          STATION DESCRIPTION
 RF0235
 RF0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0235'2.2 MI SE FROM CLAYTON LAKE.
 RF0235'ABOUT 2.2 MILES SOUTHEAST ALONG A PRIVATE GRAVEL ROAD LEADING TO
 RF0235'CHURCHILL LAKE FROM THE POST OFFICE AT CLAYTON LAKE, ON THE EAST
 RF0235'SLOPE OF A LONG HILL, ABOUT 0.65 MILE EAST OF TOP OF HILL, IN
 RF0235'THE TOP OF THE SOUTH CORNER OF A TRIANGLE SHAPED BOULDER PROJECTING
 RF0235'ABOUT 1 1/2 FEET ABOVE GROUND, 41 FEET NORTH OF CENTER LINE OF
 RF0235'ROAD, 30 1/2 FEET NORTHWEST OF A TELEPHONE POLE AND ABOUT LEVEL
 RF0235'WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0695 ***********************************************************************
 QG0695  DESIGNATION -  R 111
 QG0695  PID         -  QG0695
 QG0695  STATE/COUNTY-  ME/PISCATAQUIS
 QG0695  USGS QUAD   -  BIG SPENCER MTN (1988)
 QG0695
 QG0695                         *CURRENT SURVEY CONTROL
 QG0695  ___________________________________________________________________
 QG0695* NAD 83(1986)-  45 48 33.     (N)    069 29 41.     (W)     SCALED    
 QG0695* NAVD 88     -       317.953  (meters)    1043.15   (feet)  ADJUSTED  
 QG0695  ___________________________________________________________________
 QG0695  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 QG0695  DYNAMIC HT  -         317.952 (meters)    1043.15  (feet)  COMP
 QG0695  MODELED GRAV-     980,601.0   (mgal)                       NAVD 88
 QG0695
 QG0695  VERT ORDER  -  SECOND    CLASS 0
 QG0695
 QG0695.The horizontal coordinates were scaled from a topographic map and have
 QG0695.an estimated accuracy of +/- 6 seconds.
 QG0695
 QG0695.The orthometric height was determined by differential leveling
 QG0695.and adjusted by the National Geodetic Survey in June 1991..
 QG0695
 QG0695.The geoid height was determined by GEOID03.
 QG0695
 QG0695.The dynamic height is computed by dividing the NAVD 88
 QG0695.geopotential number by the normal gravity value computed on the
 QG0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0695.degrees latitude (g = 980.6199 gals.).
 QG0695
 QG0695.The modeled gravity was interpolated from observed gravity values.
 QG0695
 QG0695;                    North         East    Units  Estimated Accuracy
 QG0695;SPC ME E     -   238,550.      222,690.      MT  (+/- 180 meters Scaled)
 QG0695
 QG0695                          SUPERSEDED SURVEY CONTROL
 QG0695
 QG0695  NGVD 29 (??/??/92)  318.115  (m)         1043.68   (f) ADJ UNCH    2 0
 QG0695
 QG0695.Superseded values are not recommended for survey control.
 QG0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0695.See file dsdata.txt to determine how the superseded data were derived.
 QG0695
 QG0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL615729(NAD 83)
 QG0695_MARKER: DB = BENCH MARK DISK
 QG0695_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QG0695_SP_SET: CULVERT
 QG0695_STAMPING: R 111 1953
 QG0695_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG0695
 QG0695  HISTORY     - Date     Condition        Report By
 QG0695  HISTORY     - 1953     MONUMENTED       CGS
 QG0695  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 QG0695
 QG0695                          STATION DESCRIPTION
 QG0695
 QG0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0695'17.8 MI N FROM KOKADJO.
 QG0695'8.2 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 QG0695'KOKADJO, THENCE ABOUT 8.9 MILES NORTHWEST AND WEST ALONG A GRAVEL
 QG0695'ROAD, THENCE ABOUT 0.65 MILE WEST ALONG A DIM ROAD FOLLOWING
 QG0695'A WIDE CLEARING, ON THE WEST BANK OF A SMALL STREAM, IN THE TOP
 QG0695'OF THE SOUTH SIDE OF A 10 BY 6 FOOT BOULDER, 16 FEET NORTH OF
 QG0695'CENTER LINE OF ROAD, 10 1/2 FEET NORTHWEST OF NORTHWEST CORNER
 QG0695'OF A POLE CULVERT, 28 FEET WEST OF THE FIRST TELEPHONE POLE EAST
 QG0695'OF CULVERT, 1 1/2 FEET NORTH OF LINE OF POLES, ABOUT 2 FEET LOWER
 QG0695'THAN THE TOP OF BOULDER AND ABOUT 1/2 FOOT ABOVE LEVEL OF ROAD.
 QG0695
 QG0695                          STATION RECOVERY (1984)
 QG0695
 QG0695'RECOVERY NOTE BY US POWER SQUADRON 1984 (RPS)
 QG0695'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0268 ***********************************************************************
 RF0268  DESIGNATION -  R 112
 RF0268  PID         -  RF0268
 RF0268  STATE/COUNTY-  ME/PISCATAQUIS
 RF0268  USGS QUAD   -  WADLEIGH POND (1989)
 RF0268
 RF0268                         *CURRENT SURVEY CONTROL
 RF0268  ___________________________________________________________________
 RF0268* NAD 83(1986)-  46 18 28.     (N)    069 43 02.     (W)     SCALED    
 RF0268* NAVD 88     -       504.236  (meters)    1654.31   (feet)  ADJUSTED  
 RF0268  ___________________________________________________________________
 RF0268  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 RF0268  DYNAMIC HT  -         504.233 (meters)    1654.30  (feet)  COMP
 RF0268  MODELED GRAV-     980,592.5   (mgal)                       NAVD 88
 RF0268
 RF0268  VERT ORDER  -  SECOND    CLASS 0
 RF0268
 RF0268.The horizontal coordinates were scaled from a topographic map and have
 RF0268.an estimated accuracy of +/- 6 seconds.
 RF0268
 RF0268.The orthometric height was determined by differential leveling
 RF0268.and adjusted by the National Geodetic Survey in June 1991..
 RF0268
 RF0268.The geoid height was determined by GEOID03.
 RF0268
 RF0268.The dynamic height is computed by dividing the NAVD 88
 RF0268.geopotential number by the normal gravity value computed on the
 RF0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0268.degrees latitude (g = 980.6199 gals.).
 RF0268
 RF0268.The modeled gravity was interpolated from observed gravity values.
 RF0268
 RF0268;                    North         East    Units  Estimated Accuracy
 RF0268;SPC ME E     -   294,200.      206,240.      MT  (+/- 180 meters Scaled)
 RF0268
 RF0268                          SUPERSEDED SURVEY CONTROL
 RF0268
 RF0268  NGVD 29 (??/??/92)  504.386  (m)         1654.81   (f) ADJ UNCH    2 0
 RF0268
 RF0268.Superseded values are not recommended for survey control.
 RF0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0268.See file dsdata.txt to determine how the superseded data were derived.
 RF0268
 RF0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM447284(NAD 83)
 RF0268_MARKER: DB = BENCH MARK DISK
 RF0268_SETTING: 66 = SET IN ROCK OUTCROP
 RF0268_SP_SET: ROCK LEDGE
 RF0268_STAMPING: R 112 1953
 RF0268_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0268+STABILITY: POSITION/ELEVATION WELL
 RF0268
 RF0268  HISTORY     - Date     Condition        Report By
 RF0268  HISTORY     - 1953     MONUMENTED       CGS
 RF0268  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RF0268
 RF0268                          STATION DESCRIPTION
 RF0268
 RF0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0268'35.2 MI N FROM SEBOOMOOK DAM.
 RF0268'ABOUT 26.3 MILES NORTHWEST AND NORTH ALONG A GRAVEL ROAD LEADING
 RF0268'TO CAUCOMGOMOC LAKE FROM SEBOOMOOK DAM, THENCE ABOUT 8.85 MILES
 RF0268'NORTH AND NORTHWEST ALONG A ROAD LEADING TO FRANCIS LAKE, SET
 RF0268'IN THE TOP OF AN OUTCROPPING ROCK LEDGE WHICH EXTENDS ACROSS
 RF0268'ROAD, 31 FEET SOUTH OF CENTER LINE OF ROAD, 67 FEET SOUTH AND
 RF0268'ACROSS ROAD FROM A TRIANGULAR BLAZED 7-INCH MAPLE TREE, 18 FEET
 RF0268'WEST-NORTHWEST OF A TRIANGULAR BLAZED 12-INCH SPRUCE TREE, 19
 RF0268'FEET SOUTHWEST OF A LONE 18-INCH BIRCH TREE AND ABOUT 3 1/2 FEET
 RF0268'ABOVE LEVEL OF ROAD.
 RF0268
 RF0268                          STATION RECOVERY (1985)
 RF0268
 RF0268'RECOVERY NOTE BY US POWER SQUADRON 1985 (LMT)
 RF0268'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SE0030 ***********************************************************************
 SE0030  DESIGNATION -  R 113
 SE0030  PID         -  SE0030
 SE0030  STATE/COUNTY-  ME/AROOSTOOK
 SE0030  USGS QUAD   -  DOYLE RIDGE (1986)
 SE0030
 SE0030                         *CURRENT SURVEY CONTROL
 SE0030  ___________________________________________________________________
 SE0030* NAD 83(1986)-  47 06 18.     (N)    067 53 12.     (W)     SCALED    
 SE0030* NAVD 88     -       139.297  (meters)     457.01   (feet)  ADJUSTED  
 SE0030  ___________________________________________________________________
 SE0030  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 SE0030  DYNAMIC HT  -         139.316 (meters)     457.07  (feet)  COMP
 SE0030  MODELED GRAV-     980,747.1   (mgal)                       NAVD 88
 SE0030
 SE0030  VERT ORDER  -  SECOND    CLASS 0
 SE0030
 SE0030.The horizontal coordinates were scaled from a topographic map and have
 SE0030.an estimated accuracy of +/- 6 seconds.
 SE0030
 SE0030.The orthometric height was determined by differential leveling
 SE0030.and adjusted by the National Geodetic Survey in June 1991..
 SE0030
 SE0030.The geoid height was determined by GEOID03.
 SE0030
 SE0030.The dynamic height is computed by dividing the NAVD 88
 SE0030.geopotential number by the normal gravity value computed on the
 SE0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SE0030.degrees latitude (g = 980.6199 gals.).
 SE0030
 SE0030.The modeled gravity was interpolated from observed gravity values.
 SE0030
 SE0030;                    North         East    Units  Estimated Accuracy
 SE0030;SPC ME E     -   382,280.      346,550.      MT  (+/- 180 meters Scaled)
 SE0030
 SE0030                          SUPERSEDED SURVEY CONTROL
 SE0030
 SE0030  NGVD 29 (??/??/92)  139.475  (m)          457.59   (f) ADJ UNCH    2 0
 SE0030
 SE0030.Superseded values are not recommended for survey control.
 SE0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SE0030.See file dsdata.txt to determine how the superseded data were derived.
 SE0030
 SE0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN844174(NAD 83)
 SE0030_MARKER: DB = BENCH MARK DISK
 SE0030_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SE0030_SP_SET: CONCRETE FOUNDATION
 SE0030_STAMPING: R 113 1953
 SE0030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SE0030
 SE0030  HISTORY     - Date     Condition        Report By
 SE0030  HISTORY     - 1953     MONUMENTED       CGS
 SE0030
 SE0030                          STATION DESCRIPTION
 SE0030
 SE0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 SE0030'4.3 MI SE FROM VAN BUREN.
 SE0030'4.3 MILES SOUTHEAST ALONG STATE HIGHWAY 165 FROM THE POST OFFICE
 SE0030'AT VAN BUREN, ABOUT 0.3 MILE SOUTH-SOUTHEAST OF A ROAD LEADING
 SE0030'WEST-SOUTHWEST, SET VERTICALLY IN THE SOUTHWEST FACE OF CONCRETE
 SE0030'FOUNDATION OF A POTATO STORE HOUSE OWNED BY HERBERT L. CYR, 34
 SE0030'FEET EAST-NORTHEAST OF CENTER LINE OF HIGHWAY, 70 FEET SOUTH
 SE0030'OF SOUTH PORCH CORNER OF HOUSE, 58 FEET EAST AND ACROSS HIGHWAY
 SE0030'FROM TELEPHONE POLE NO. 178, 1/2 FOOT SOUTHEAST OF WEST CORNER
 SE0030'OF FOUNDATION AND ABOUT 4 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0400 ***********************************************************************
 QG0400  DESIGNATION -  R 114
 QG0400  PID         -  QG0400
 QG0400  STATE/COUNTY-  ME/PISCATAQUIS
 QG0400  USGS QUAD   -  SEBOEIS LAKE (1988)
 QG0400
 QG0400                         *CURRENT SURVEY CONTROL
 QG0400  ___________________________________________________________________
 QG0400* NAD 83(1986)-  45 24 43.     (N)    068 54 17.     (W)     SCALED    
 QG0400* NAVD 88     -       134.425  (meters)     441.03   (feet)  ADJUSTED  
 QG0400  ___________________________________________________________________
 QG0400  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 QG0400  DYNAMIC HT  -         134.424 (meters)     441.02  (feet)  COMP
 QG0400  MODELED GRAV-     980,609.4   (mgal)                       NAVD 88
 QG0400
 QG0400  VERT ORDER  -  SECOND    CLASS 0
 QG0400
 QG0400.The horizontal coordinates were scaled from a topographic map and have
 QG0400.an estimated accuracy of +/- 6 seconds.
 QG0400
 QG0400.The orthometric height was determined by differential leveling
 QG0400.and adjusted by the National Geodetic Survey in June 1991..
 QG0400
 QG0400.The geoid height was determined by GEOID03.
 QG0400
 QG0400.The dynamic height is computed by dividing the NAVD 88
 QG0400.geopotential number by the normal gravity value computed on the
 QG0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0400.degrees latitude (g = 980.6199 gals.).
 QG0400
 QG0400.The modeled gravity was interpolated from observed gravity values.
 QG0400
 QG0400;                    North         East    Units  Estimated Accuracy
 QG0400;SPC ME E     -   194,000.      268,320.      MT  (+/- 180 meters Scaled)
 QG0400
 QG0400                          SUPERSEDED SURVEY CONTROL
 QG0400
 QG0400  NGVD 29 (??/??/92)  134.599  (m)          441.60   (f) ADJ UNCH    2 0
 QG0400
 QG0400.Superseded values are not recommended for survey control.
 QG0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0400.See file dsdata.txt to determine how the superseded data were derived.
 QG0400
 QG0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL074287(NAD 83)
 QG0400_MARKER: DB = BENCH MARK DISK
 QG0400_SETTING: 80 = SET IN A BOULDER
 QG0400_SP_SET: BOULDER
 QG0400_STAMPING: R 114 1953
 QG0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0400+STABILITY: SURFACE MOTION
 QG0400
 QG0400  HISTORY     - Date     Condition        Report By
 QG0400  HISTORY     - 1953     MONUMENTED       CGS
 QG0400
 QG0400                          STATION DESCRIPTION
 QG0400
 QG0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0400'5.3 MI S FROM PACKARDS.
 QG0400'5.3 MILES SOUTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 QG0400'THE JUNCTION OF TRACKS AT PACKARDS, ABOUT 0.3 MILE SOUTH OF
 QG0400'MILE POST M 23, ABOUT 110 YARDS NORTH OF DOUBLE PIPE CULVERT
 QG0400'NO. 22.63, 46 FEET WEST OF WEST RAIL, IN THE TOP OF THE
 QG0400'HIGHEST POINT OF A 4-FOOT HIGH 7 BY 6-FOOT BOULDER.  JUST
 QG0400'EAST OF WEST EDGE OF RIGHT-OF-WAY AND ABOUT 5 FEET BELOW LEVEL
 QG0400'OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0648 ***********************************************************************
 PE0648  DESIGNATION -  R 115
 PE0648  PID         -  PE0648
 PE0648  STATE/COUNTY-  ME/PENOBSCOT
 PE0648  USGS QUAD   -  CARMEL (1982)
 PE0648
 PE0648                         *CURRENT SURVEY CONTROL
 PE0648  ___________________________________________________________________
 PE0648* NAD 83(1986)-  44 48 00.     (N)    069 02 39.     (W)     SCALED    
 PE0648* NAVD 88     -        47.755  (meters)     156.68   (feet)  ADJUSTED  
 PE0648  ___________________________________________________________________
 PE0648  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 PE0648  DYNAMIC HT  -          47.753 (meters)     156.67  (feet)  COMP
 PE0648  MODELED GRAV-     980,572.6   (mgal)                       NAVD 88
 PE0648
 PE0648  VERT ORDER  -  FIRST     CLASS I
 PE0648
 PE0648.The horizontal coordinates were scaled from a topographic map and have
 PE0648.an estimated accuracy of +/- 6 seconds.
 PE0648
 PE0648.The orthometric height was determined by differential leveling
 PE0648.and adjusted by the National Geodetic Survey in June 1991..
 PE0648.WARNING-Repeat measurements at this control monument indicate possible
 PE0648.vertical movement.
 PE0648
 PE0648.The geoid height was determined by GEOID03.
 PE0648
 PE0648.The dynamic height is computed by dividing the NAVD 88
 PE0648.geopotential number by the normal gravity value computed on the
 PE0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0648.degrees latitude (g = 980.6199 gals.).
 PE0648
 PE0648.The modeled gravity was interpolated from observed gravity values.
 PE0648
 PE0648;                    North         East    Units  Estimated Accuracy
 PE0648;SPC ME E     -   126,060.      256,950.      MT  (+/- 180 meters Scaled)
 PE0648
 PE0648                          SUPERSEDED SURVEY CONTROL
 PE0648
 PE0648  NGVD 29 (??/??/92)   47.970  (m)          157.38   (f) ADJ UNCH    1 1
 PE0648
 PE0648.Superseded values are not recommended for survey control.
 PE0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0648.See file dsdata.txt to determine how the superseded data were derived.
 PE0648
 PE0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK965607(NAD 83)
 PE0648_MARKER: DB = BENCH MARK DISK
 PE0648_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE0648_SP_SET: OVERPASS
 PE0648_STAMPING: R 115 1953
 PE0648_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0648
 PE0648  HISTORY     - Date     Condition        Report By
 PE0648  HISTORY     - 1953     MONUMENTED       CGS
 PE0648  HISTORY     - 1966     GOOD             NGS
 PE0648  HISTORY     - 1983     GOOD             USPSQD
 PE0648  HISTORY     - 1988     GOOD             USPSQD
 PE0648
 PE0648                          STATION DESCRIPTION
 PE0648
 PE0648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0648'AT CARMEL.
 PE0648'AT CARMEL, ALONG THE MAINE CENTRAL RAILROAD, ABOUT 0.3 MILE
 PE0648'NORTHWEST OF MILEPOST V129/P122, AT THE OVERPASS CROSSING OF
 PE0648'U.S. HIGHWAY 2, IN THE TOP OF THE NORTH CORNER OF THE CONCRETE
 PE0648'BASE FOR A STEEL SUPPORT UNDER THE SOUTH EDGE OF THE OVERPASS,
 PE0648'34.0 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, AND
 PE0648'ABOUT LEVEL WITH THE TRACK.
 PE0648
 PE0648                          STATION RECOVERY (1983)
 PE0648
 PE0648'RECOVERY NOTE BY US POWER SQUADRON 1983
 PE0648'RECOVERED IN GOOD CONDITION.
 PE0648
 PE0648                          STATION RECOVERY (1988)
 PE0648
 PE0648'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE0648'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0057 ***********************************************************************
 RG0057  DESIGNATION -  R 116
 RG0057  PID         -  RG0057
 RG0057  STATE/COUNTY-  ME/SOMERSET
 RG0057  USGS QUAD   -  HARDWOOD MOUNTAIN (1989)
 RG0057
 RG0057                         *CURRENT SURVEY CONTROL
 RG0057  ___________________________________________________________________
 RG0057* NAD 83(1986)-  46 25 30.     (N)    070 01 17.     (W)     SCALED    
 RG0057* NAVD 88     -       412.894  (meters)    1354.64   (feet)  ADJUSTED  
 RG0057  ___________________________________________________________________
 RG0057  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 RG0057  DYNAMIC HT  -         412.899 (meters)    1354.65  (feet)  COMP
 RG0057  MODELED GRAV-     980,614.8   (mgal)                       NAVD 88
 RG0057
 RG0057  VERT ORDER  -  SECOND    CLASS 0
 RG0057
 RG0057.The horizontal coordinates were scaled from a topographic map and have
 RG0057.an estimated accuracy of +/- 6 seconds.
 RG0057
 RG0057.The orthometric height was determined by differential leveling
 RG0057.and adjusted by the National Geodetic Survey in June 1991..
 RG0057
 RG0057.The geoid height was determined by GEOID03.
 RG0057
 RG0057.The dynamic height is computed by dividing the NAVD 88
 RG0057.geopotential number by the normal gravity value computed on the
 RG0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RG0057.degrees latitude (g = 980.6199 gals.).
 RG0057
 RG0057.The modeled gravity was interpolated from observed gravity values.
 RG0057
 RG0057;                    North         East    Units  Estimated Accuracy
 RG0057;SPC ME W     -   399,120.      911,170.      MT  (+/- 180 meters Scaled)
 RG0057
 RG0057                          SUPERSEDED SURVEY CONTROL
 RG0057
 RG0057  NGVD 29 (??/??/92)  413.062  (m)         1355.19   (f) ADJ UNCH    2 0
 RG0057
 RG0057.Superseded values are not recommended for survey control.
 RG0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0057.See file dsdata.txt to determine how the superseded data were derived.
 RG0057
 RG0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM215417(NAD 83)
 RG0057_MARKER: DB = BENCH MARK DISK
 RG0057_SETTING: 66 = SET IN ROCK OUTCROP
 RG0057_SP_SET: BEDROCK
 RG0057_STAMPING: R 116 1953
 RG0057_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RG0057+STABILITY: POSITION/ELEVATION WELL
 RG0057
 RG0057  HISTORY     - Date     Condition        Report By
 RG0057  HISTORY     - 1953     MONUMENTED       CGS
 RG0057  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RG0057
 RG0057                          STATION DESCRIPTION
 RG0057
 RG0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RG0057'11.2 MI SE FROM STE CAMILLE.
 RG0057'11.2 MILES SOUTHEAST ALONG A ROAD FROM THE CROSSING OF THE
 RG0057'QUEBEC CENTRAL RAILWAY AND STATION AT STE CAMILLE, ABOUT 0.2
 RG0057'MILE NORTHEAST OF AN ABANDONED LOGGING CAMP, ABOUT 20 YARDS
 RG0057'SOUTHWEST OF SOUTHWEST EDGE OF THE NORTHEAST AND LARGER OF TWO
 RG0057'BORROW PITS, IN THE TOP AND 3 FEET SOUTHEAST OF NORTHWEST EDGE
 RG0057'OF TOP LAYER OF BED ROCK IN A SMALL BORROW PIT, 44 FEET SOUTHEAST
 RG0057'OF CENTER LINE OF ROAD, 46 FEET SOUTH OF A TRIANGULAR BLAZED
 RG0057'10-INCH MAPLE TREE, 38 1/2 FEET NORTH OF A TRIANGULR BLAZED
 RG0057'10-INCH CEDAR TREE AND ABOUT 2 FEET ABOVE LEVEL OF ROAD.
 RG0057
 RG0057                          STATION RECOVERY (1985)
 RG0057
 RG0057'RECOVERY NOTE BY US POWER SQUADRON 1985 (LEP)
 RG0057'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0510 ***********************************************************************
 QG0510  DESIGNATION -  R 12
 QG0510  PID         -  QG0510
 QG0510  STATE/COUNTY-  ME/PENOBSCOT
 QG0510  USGS QUAD   -  STACYVILLE (1989)
 QG0510
 QG0510                         *CURRENT SURVEY CONTROL
 QG0510  ___________________________________________________________________
 QG0510* NAD 83(1986)-  45 46 49.     (N)    068 30 42.     (W)     SCALED    
 QG0510* NAVD 88     -       150.176  (meters)     492.70   (feet)  ADJUSTED  
 QG0510  ___________________________________________________________________
 QG0510  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 QG0510  DYNAMIC HT  -         150.180 (meters)     492.72  (feet)  COMP
 QG0510  MODELED GRAV-     980,641.8   (mgal)                       NAVD 88
 QG0510
 QG0510  VERT ORDER  -  FIRST     CLASS II
 QG0510
 QG0510.The horizontal coordinates were scaled from a topographic map and have
 QG0510.an estimated accuracy of +/- 6 seconds.
 QG0510
 QG0510.The orthometric height was determined by differential leveling
 QG0510.and adjusted by the National Geodetic Survey in June 1991..
 QG0510
 QG0510.The geoid height was determined by GEOID03.
 QG0510
 QG0510.The dynamic height is computed by dividing the NAVD 88
 QG0510.geopotential number by the normal gravity value computed on the
 QG0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0510.degrees latitude (g = 980.6199 gals.).
 QG0510
 QG0510.The modeled gravity was interpolated from observed gravity values.
 QG0510
 QG0510;                    North         East    Units  Estimated Accuracy
 QG0510;SPC ME E     -   234,860.      299,090.      MT  (+/- 180 meters Scaled)
 QG0510
 QG0510                          SUPERSEDED SURVEY CONTROL
 QG0510
 QG0510  NGVD 29 (??/??/92)  150.350  (m)          493.27   (f) ADJ UNCH    1 2
 QG0510
 QG0510.Superseded values are not recommended for survey control.
 QG0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0510.See file dsdata.txt to determine how the superseded data were derived.
 QG0510
 QG0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL379697(NAD 83)
 QG0510_MARKER: DB = BENCH MARK DISK
 QG0510_SETTING: 80 = SET IN A BOULDER
 QG0510_SP_SET: BOULDER
 QG0510_STAMPING: 493.273 R 12 1927
 QG0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0510+STABILITY: SURFACE MOTION
 QG0510
 QG0510  HISTORY     - Date     Condition        Report By
 QG0510  HISTORY     - 1927     MONUMENTED       CGS
 QG0510
 QG0510                          STATION DESCRIPTION
 QG0510
 QG0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 QG0510'4 MI S FROM DAVIDSON.
 QG0510'4.0 MILES SOUTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM THE
 QG0510'STATION AT DAVIDSON, PENOBSCOT COUNTY, 2 RAILS SOUTHWEST OF
 QG0510'MILEPOST 119, ONE-HALF RAIL NORTHEAST OF THE NORTHEAST CROSS-OVER
 QG0510'SWITCH AT A SIDING, 42.8 FEET SOUTHEAST OF THE SOUTHEAST RAIL, IN
 QG0510'THE TOP OF A BOULDER ABOUT 3 FEET IN DIAMETER, AND ABOUT 1 FOOT
 QG0510'ABOVE THE GROUND.  A STANDARD DISK, STAMPED 493.273 R 12 1927.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0118 ***********************************************************************
 OC0118  DESIGNATION -  R 121
 OC0118  PID         -  OC0118
 OC0118  STATE/COUNTY-  ME/CUMBERLAND
 OC0118  USGS QUAD   -  PORTLAND WEST (1978)
 OC0118
 OC0118                         *CURRENT SURVEY CONTROL
 OC0118  ___________________________________________________________________
 OC0118* NAD 83(1986)-  43 40 58.     (N)    070 21 03.     (W)     SCALED    
 OC0118* NAVD 88     -        16.291  (meters)      53.45   (feet)  ADJUSTED  
 OC0118  ___________________________________________________________________
 OC0118  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 OC0118  DYNAMIC HT  -          16.289 (meters)      53.44  (feet)  COMP
 OC0118  MODELED GRAV-     980,491.7   (mgal)                       NAVD 88
 OC0118
 OC0118  VERT ORDER  -  FIRST     CLASS II
 OC0118
 OC0118.The horizontal coordinates were scaled from a topographic map and have
 OC0118.an estimated accuracy of +/- 6 seconds.
 OC0118
 OC0118.The orthometric height was determined by differential leveling
 OC0118.and adjusted by the National Geodetic Survey in June 1991..
 OC0118
 OC0118.The geoid height was determined by GEOID03.
 OC0118
 OC0118.The dynamic height is computed by dividing the NAVD 88
 OC0118.geopotential number by the normal gravity value computed on the
 OC0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0118.degrees latitude (g = 980.6199 gals.).
 OC0118
 OC0118.The modeled gravity was interpolated from observed gravity values.
 OC0118
 OC0118;                    North         East    Units  Estimated Accuracy
 OC0118;SPC ME W     -    94,390.      885,150.      MT  (+/- 180 meters Scaled)
 OC0118
 OC0118                          SUPERSEDED SURVEY CONTROL
 OC0118
 OC0118  NGVD 29 (??/??/92)   16.502  (m)           54.14   (f) ADJ UNCH    1 2
 OC0118
 OC0118.Superseded values are not recommended for survey control.
 OC0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0118.See file dsdata.txt to determine how the superseded data were derived.
 OC0118
 OC0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ911375(NAD 83)
 OC0118_MARKER: DB = BENCH MARK DISK
 OC0118_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC0118_SP_SET: BRIDGE BANISTER BASE
 OC0118_STAMPING: R 121 1955
 OC0118_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC0118
 OC0118  HISTORY     - Date     Condition        Report By
 OC0118  HISTORY     - 1955     MONUMENTED       CGS
 OC0118  HISTORY     - 1976     GOOD             NGS
 OC0118  HISTORY     - 19940617 GOOD             USPSQD
 OC0118
 OC0118                          STATION DESCRIPTION
 OC0118
 OC0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 OC0118'AT WESTBROOK.
 OC0118'AT WESTBROOK, ABOUT 0.2 MILE NORTHEAST ALONG STATE HIGHWAY 25
 OC0118'FROM CROSSING OF THE MAINE CENTRAL RAILROAD, THENCE ABOUT 0.1
 OC0118'MILE NORTHWEST ALONG CUMBERLAND STREET, AT CUMBERLAND STREET
 OC0118'BRIDGE OVER PRESUMPSCOT RIVER, IN THE TOP OF THE CONCRETE BASE
 OC0118'OF BANISTER AND DIRECTLY OVER THE NORTHEAST END OF SOUTHEAST
 OC0118'CONCRETE ABUTMENT OF BRIDGE, 14 FEET NORTHEAST OF CENTER LINE
 OC0118'OF CUMBERLAND STREET, 1/2 FOOT SOUTHWEST OF STEEL PIPE RAILING
 OC0118'AND ABOUT 3/4 FEET ABOVE LEVEL OF BRIDGE FLOOR.
 OC0118
 OC0118                          STATION RECOVERY (1976)
 OC0118
 OC0118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0118'RECOVERED IN GOOD CONDITION.
 OC0118
 OC0118                          STATION RECOVERY (1994)
 OC0118
 OC0118'RECOVERY NOTE BY US POWER SQUADRON 1994
 OC0118'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0550 ***********************************************************************
 OC0550  DESIGNATION -  R 122
 OC0550  PID         -  OC0550
 OC0550  STATE/COUNTY-  ME/CUMBERLAND
 OC0550  USGS QUAD   -  CORNISH (1964)
 OC0550
 OC0550                         *CURRENT SURVEY CONTROL
 OC0550  ___________________________________________________________________
 OC0550* NAD 83(1986)-  43 48 27.     (N)    070 46 40.     (W)     SCALED    
 OC0550* NAVD 88     -        91.796  (meters)     301.17   (feet)  ADJUSTED  
 OC0550  ___________________________________________________________________
 OC0550  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 OC0550  DYNAMIC HT  -          91.782 (meters)     301.12  (feet)  COMP
 OC0550  MODELED GRAV-     980,463.0   (mgal)                       NAVD 88
 OC0550
 OC0550  VERT ORDER  -  FIRST     CLASS II
 OC0550
 OC0550.The horizontal coordinates were scaled from a topographic map and have
 OC0550.an estimated accuracy of +/- 6 seconds.
 OC0550
 OC0550.The orthometric height was determined by differential leveling
 OC0550.and adjusted by the National Geodetic Survey in June 1991..
 OC0550
 OC0550.The geoid height was determined by GEOID03.
 OC0550
 OC0550.The dynamic height is computed by dividing the NAVD 88
 OC0550.geopotential number by the normal gravity value computed on the
 OC0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0550.degrees latitude (g = 980.6199 gals.).
 OC0550
 OC0550.The modeled gravity was interpolated from observed gravity values.
 OC0550
 OC0550;                    North         East    Units  Estimated Accuracy
 OC0550;SPC ME W     -   108,410.      850,830.      MT  (+/- 180 meters Scaled)
 OC0550
 OC0550                          SUPERSEDED SURVEY CONTROL
 OC0550
 OC0550  NGVD 29 (??/??/92)   91.972  (m)          301.74   (f) ADJ UNCH    1 2
 OC0550
 OC0550.Superseded values are not recommended for survey control.
 OC0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0550.See file dsdata.txt to determine how the superseded data were derived.
 OC0550
 OC0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ570520(NAD 83)
 OC0550_MARKER: DB = BENCH MARK DISK
 OC0550_SETTING: 66 = SET IN ROCK OUTCROP
 OC0550_SP_SET: UNSPECIFIED ROCK
 OC0550_STAMPING: R 122 1955
 OC0550_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC0550+STABILITY: POSITION/ELEVATION WELL
 OC0550_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OC0550+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2004
 OC0550
 OC0550  HISTORY     - Date     Condition        Report By
 OC0550  HISTORY     - 1955     MONUMENTED       CGS
 OC0550  HISTORY     - 1975     GOOD             NGS
 OC0550  HISTORY     - 20040327 GOOD             GEOCAC
 OC0550
 OC0550                          STATION DESCRIPTION
 OC0550
 OC0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 OC0550'0.1 MI SE FROM CORNISH.
 OC0550'0.1 MILE SOUTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 OC0550'STATION AT CORNISH, ABOUT 118 YARDS SOUTHEAST OF CROSSING OF
 OC0550'STATE HIGHWAY 5, 8.2 FEET SOUTHWEST OF SOUTHWEST RAIL OF A SIDE
 OC0550'TRACK, 11 FEET SOUTHWEST OF SOUTHWEST RAIL OF MAIN TRACK, 54
 OC0550'FEET NORTHWEST OF A SWITCH STAND AT THE SOUTHEAST END OF SIDING,
 OC0550'113 FEET SOUTHEAST OF SOUTHWEST END OF A SMALL CULVERT UNDER
 OC0550'TRACK, IN THE TOP OF AN EMBEDDED ROCK WITH 1 BY 5 BY 2-FOOT HIGH
 OC0550'EXPOSED SURFACE AND PROJECTING OUT OF THE BOTTOM OF A CUT BANK,
 OC0550'2 FEET ABOVE BOTTOM OF DITCH AND ABOUT 1/2 FOOT BELOW LEVEL OF
 OC0550'TRACK.
 OC0550
 OC0550                          STATION RECOVERY (1975)
 OC0550
 OC0550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 OC0550'RECOVERED IN GOOD CONDITION.
 OC0550
 OC0550                          STATION RECOVERY (2004)
 OC0550
 OC0550'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 OC0550'RECOVERED AS DESCRIBED. DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0696 ***********************************************************************
 PE0696  DESIGNATION -  R 129
 PE0696  PID         -  PE0696
 PE0696  STATE/COUNTY-  ME/SOMERSET
 PE0696  USGS QUAD   -  PITTSFIELD (1982)
 PE0696
 PE0696                         *CURRENT SURVEY CONTROL
 PE0696  ___________________________________________________________________
 PE0696* NAD 83(1986)-  44 46 33.     (N)    069 23 21.     (W)     SCALED    
 PE0696* NAVD 88     -        57.439  (meters)     188.45   (feet)  ADJUSTED  
 PE0696  ___________________________________________________________________
 PE0696  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 PE0696  DYNAMIC HT  -          57.436 (meters)     188.44  (feet)  COMP
 PE0696  MODELED GRAV-     980,571.3   (mgal)                       NAVD 88
 PE0696
 PE0696  VERT ORDER  -  FIRST     CLASS I
 PE0696
 PE0696.The horizontal coordinates were scaled from a topographic map and have
 PE0696.an estimated accuracy of +/- 6 seconds.
 PE0696
 PE0696.The orthometric height was determined by differential leveling
 PE0696.and adjusted by the National Geodetic Survey in June 1991..
 PE0696
 PE0696.The geoid height was determined by GEOID03.
 PE0696
 PE0696.The dynamic height is computed by dividing the NAVD 88
 PE0696.geopotential number by the normal gravity value computed on the
 PE0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0696.degrees latitude (g = 980.6199 gals.).
 PE0696
 PE0696.The modeled gravity was interpolated from observed gravity values.
 PE0696
 PE0696;                    North         East    Units  Estimated Accuracy
 PE0696;SPC ME W     -   216,120.      961,540.      MT  (+/- 180 meters Scaled)
 PE0696
 PE0696                          SUPERSEDED SURVEY CONTROL
 PE0696
 PE0696  NGVD 29 (??/??/92)   57.653  (m)          189.15   (f) ADJ UNCH    1 1
 PE0696
 PE0696.Superseded values are not recommended for survey control.
 PE0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0696.See file dsdata.txt to determine how the superseded data were derived.
 PE0696
 PE0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK692581(NAD 83)
 PE0696_MARKER: DB = BENCH MARK DISK
 PE0696_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE0696_SP_SET: CATCH BASIN
 PE0696_STAMPING: R 129 1958
 PE0696_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE0696
 PE0696  HISTORY     - Date     Condition        Report By
 PE0696  HISTORY     - 1958     MONUMENTED       CGS
 PE0696  HISTORY     - 1966     GOOD             NGS
 PE0696  HISTORY     - 1978     MARK NOT FOUND   DOD
 PE0696  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 PE0696
 PE0696                          STATION DESCRIPTION
 PE0696
 PE0696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0696'AT PITTSFIELD.
 PE0696'AT PITTSFIELD, ABOUT 0.65 MILE SOUTHWEST ALONG STATE HIGHWAYS
 PE0696'100 AND 11 FROM THE MAINE CENTRAL RAILROAD STATION, 41 FEET
 PE0696'SOUTHEAST OF THE CENTER OF THE JUNCTION OF A DRIVE LEADING NORTH
 PE0696'TO THE BOWL RITE LANES AND RECREATION CENTER, IN THE TOP OF THE
 PE0696'EAST END OF THE SOUTH CONCRETE HEAD WALL FOR A 18-INCH PIPE
 PE0696'CULVERT (THE HEAD WALL FORMS THE NORTH WALL FOR A CATCH BASIN,
 PE0696'18 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 0.3 FOOT NORTH
 PE0696'OF THE NORTHEAST CORNER OF METAL GRATING FOR THE CATCH BASIN,
 PE0696'AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 PE0696
 PE0696                          STATION RECOVERY (1978)
 PE0696
 PE0696'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE0696'MARK NOT FOUND.
 PE0696
 PE0696                          STATION RECOVERY (1984)
 PE0696
 PE0696'RECOVERY NOTE BY US POWER SQUADRON 1984
 PE0696'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0050 ***********************************************************************
 SF0050  DESIGNATION -  R 13
 SF0050  PID         -  SF0050
 SF0050  STATE/COUNTY-  ME/AROOSTOOK
 SF0050  USGS QUAD   -  FORT KENT SOUTH (1985)
 SF0050
 SF0050                         *CURRENT SURVEY CONTROL
 SF0050  ___________________________________________________________________
 SF0050* NAD 83(1986)-  47 14 16.     (N)    068 34 42.     (W)     SCALED    
 SF0050* NAVD 88     -       167.893  (meters)     550.83   (feet)  POSTED    
 SF0050  ___________________________________________________________________
 SF0050  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 SF0050  DYNAMIC HT  -         167.920 (meters)     550.92  (feet)  COMP
 SF0050  MODELED GRAV-     980,749.6   (mgal)                       NAVD 88
 SF0050
 SF0050  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 SF0050
 SF0050.The horizontal coordinates were scaled from a topographic map and have
 SF0050.an estimated accuracy of +/- 6 seconds.
 SF0050
 SF0050.The orthometric height was determined by differential leveling
 SF0050.and adjusted by the National Geodetic Survey in 1992..
 SF0050.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 SF0050.rate of 1.1 thru 2.0 mm/km.
 SF0050
 SF0050.The geoid height was determined by GEOID03.
 SF0050
 SF0050.The dynamic height is computed by dividing the NAVD 88
 SF0050.geopotential number by the normal gravity value computed on the
 SF0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0050.degrees latitude (g = 980.6199 gals.).
 SF0050
 SF0050.The modeled gravity was interpolated from observed gravity values.
 SF0050
 SF0050;                    North         East    Units  Estimated Accuracy
 SF0050;SPC ME E     -   396,860.      294,070.      MT  (+/- 180 meters Scaled)
 SF0050
 SF0050                          SUPERSEDED SURVEY CONTROL
 SF0050
 SF0050  NGVD 29 (??/??/92)  168.006  (m)          551.20   (f) ADJ UNCH    1 2
 SF0050
 SF0050.Superseded values are not recommended for survey control.
 SF0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0050.See file dsdata.txt to determine how the superseded data were derived.
 SF0050
 SF0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN319316(NAD 83)
 SF0050_MARKER: DD = SURVEY DISK
 SF0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SF0050_STAMPING: 551.200 R 13 1927
 SF0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF0050+STABILITY: SURFACE MOTION
 SF0050
 SF0050  HISTORY     - Date     Condition        Report By
 SF0050  HISTORY     - 1927     MONUMENTED       USGS
 SF0050  HISTORY     - 1927     GOOD             NGS
 SF0050  HISTORY     - 1934     GOOD             NGS
 SF0050  HISTORY     - 1978     MARK NOT FOUND   NGS
 SF0050  HISTORY     - 1984     MARK NOT FOUND   LOCSUR
 SF0050
 SF0050                          STATION DESCRIPTION
 SF0050
 SF0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1927
 SF0050'1.6 MI S FROM FORT KENT.
 SF0050'1.6 MILES SOUTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 SF0050'FORT KENT, AROOSTOOK COUNTY, 2 RAILS NORTH OF THE STATION AT
 SF0050'BRADBURYS, JUST NORTH OF A ROAD CROSSING, 22 FEET EAST OF THE
 SF0050'EAST RAIL, AND 7 FEET SOUTH OF THE RIGHT-OF-WAY FENCE ON THE
 SF0050'NORTH SIDE OF THE CROSSING.  A UNITED STATES GELOGICAL SURVEY
 SF0050'STANDARD DISK, STAMPED 551.200 R 13 1927 AND SET IN THE TOP OF
 SF0050'A CONCRETE POST FLUSH WITH THE GROUND.  NOTE-- THE TOP OF THE
 SF0050'CONCRETE POST IS ABOUT LEVEL WITH THE GROUND SURFACE AND IS WELL
 SF0050'COVERED WTIH GRASS.
 SF0050
 SF0050                          STATION RECOVERY (1934)
 SF0050
 SF0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 SF0050'RECOVERED IN GOOD CONDITION.
 SF0050
 SF0050                          STATION RECOVERY (1978)
 SF0050
 SF0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 SF0050'MARK NOT FOUND.
 SF0050
 SF0050                          STATION RECOVERY (1984)
 SF0050
 SF0050'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 SF0050'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0765 ***********************************************************************
 PE0765  DESIGNATION -  R 130
 PE0765  PID         -  PE0765
 PE0765  STATE/COUNTY-  ME/PENOBSCOT
 PE0765  USGS QUAD   -  PLYMOUTH (1982)
 PE0765
 PE0765                         *CURRENT SURVEY CONTROL
 PE0765  ___________________________________________________________________
 PE0765* NAD 83(1986)-  44 46 58.     (N)    069 08 22.     (W)     SCALED    
 PE0765* NAVD 88     -       117.507  (meters)     385.52   (feet)  ADJUSTED  
 PE0765  ___________________________________________________________________
 PE0765  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 PE0765  DYNAMIC HT  -         117.501 (meters)     385.50  (feet)  COMP
 PE0765  MODELED GRAV-     980,559.0   (mgal)                       NAVD 88
 PE0765
 PE0765  VERT ORDER  -  SECOND    CLASS 0
 PE0765
 PE0765.The horizontal coordinates were scaled from a topographic map and have
 PE0765.an estimated accuracy of +/- 6 seconds.
 PE0765
 PE0765.The orthometric height was determined by differential leveling
 PE0765.and adjusted by the National Geodetic Survey in June 1991..
 PE0765
 PE0765.The geoid height was determined by GEOID03.
 PE0765
 PE0765.The dynamic height is computed by dividing the NAVD 88
 PE0765.geopotential number by the normal gravity value computed on the
 PE0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0765.degrees latitude (g = 980.6199 gals.).
 PE0765
 PE0765.The modeled gravity was interpolated from observed gravity values.
 PE0765
 PE0765;                    North         East    Units  Estimated Accuracy
 PE0765;SPC ME E     -   124,210.      249,400.      MT  (+/- 180 meters Scaled)
 PE0765
 PE0765                          SUPERSEDED SURVEY CONTROL
 PE0765
 PE0765  NGVD 29 (??/??/92)  117.724  (m)          386.23   (f) ADJ UNCH    2 0
 PE0765
 PE0765.Superseded values are not recommended for survey control.
 PE0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0765.See file dsdata.txt to determine how the superseded data were derived.
 PE0765
 PE0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK889588(NAD 83)
 PE0765_MARKER: DB = BENCH MARK DISK
 PE0765_SETTING: 66 = SET IN ROCK OUTCROP
 PE0765_SP_SET: ROCK CUT
 PE0765_STAMPING: R 130 1958
 PE0765_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0765+STABILITY: POSITION/ELEVATION WELL
 PE0765
 PE0765  HISTORY     - Date     Condition        Report By
 PE0765  HISTORY     - 1958     MONUMENTED       CGS
 PE0765  HISTORY     - 1980     GOOD             USGS
 PE0765
 PE0765                          STATION DESCRIPTION
 PE0765
 PE0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0765'3.8 MI E FROM PLYMOUTH.
 PE0765'3.75 MILES EAST ALONG THE ROAD TO CARMEL FROM THE PLYMOUTH GRANGE
 PE0765'HALL AT PLYMOUTH, SET VERTICALLY IN THE NORTH FACE OF A ROCK CUT
 PE0765'SOUTH OF THE ROAD, 21 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 PE0765'10 FEET WEST OF THE EAST END OF THE ROCKY PART OF THE CUT, 12
 PE0765'FEET EAST OF THE WEST END OF THE ROCKY PART OF THE CUT, ABOUT 2
 PE0765'FEET ABOVE THE LEVEL OF THE ROAD.  NOTE-- THE MARK MAY BE
 PE0765'REACHED FROM CARMEL, PENOBSCOT COUNTY, BY GOING WEST ALONG THE
 PE0765'ROAD TO PLYMOUTH FOR 4.7 MILES FROM THE POST OFFICE.
 PE0765
 PE0765                          STATION RECOVERY (1980)
 PE0765
 PE0765'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 PE0765'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0853 ***********************************************************************
 PE0853  DESIGNATION -  R 131
 PE0853  PID         -  PE0853
 PE0853  STATE/COUNTY-  ME/PENOBSCOT
 PE0853  USGS QUAD   -  CARMEL (1982)
 PE0853
 PE0853                         *CURRENT SURVEY CONTROL
 PE0853  ___________________________________________________________________
 PE0853* NAD 83(1986)-  44 48 10.     (N)    069 01 54.     (W)     SCALED    
 PE0853* NAVD 88     -        55.716  (meters)     182.79   (feet)  ADJUSTED  
 PE0853  ___________________________________________________________________
 PE0853  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 PE0853  DYNAMIC HT  -          55.714 (meters)     182.79  (feet)  COMP
 PE0853  MODELED GRAV-     980,573.5   (mgal)                       NAVD 88
 PE0853
 PE0853  VERT ORDER  -  SECOND    CLASS 0
 PE0853
 PE0853.The horizontal coordinates were scaled from a topographic map and have
 PE0853.an estimated accuracy of +/- 6 seconds.
 PE0853
 PE0853.The orthometric height was determined by differential leveling
 PE0853.and adjusted by the National Geodetic Survey in June 1991..
 PE0853
 PE0853.The geoid height was determined by GEOID03.
 PE0853
 PE0853.The dynamic height is computed by dividing the NAVD 88
 PE0853.geopotential number by the normal gravity value computed on the
 PE0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0853.degrees latitude (g = 980.6199 gals.).
 PE0853
 PE0853.The modeled gravity was interpolated from observed gravity values.
 PE0853
 PE0853;                    North         East    Units  Estimated Accuracy
 PE0853;SPC ME E     -   126,370.      257,940.      MT  (+/- 180 meters Scaled)
 PE0853
 PE0853                          SUPERSEDED SURVEY CONTROL
 PE0853
 PE0853  NGVD 29 (??/??/92)   55.935  (m)          183.51   (f) ADJ UNCH    2 0
 PE0853
 PE0853.Superseded values are not recommended for survey control.
 PE0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0853.See file dsdata.txt to determine how the superseded data were derived.
 PE0853
 PE0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK974610(NAD 83)
 PE0853_MARKER: DB = BENCH MARK DISK
 PE0853_SETTING: 66 = SET IN ROCK OUTCROP
 PE0853_SP_SET: ROCK CUT
 PE0853_STAMPING: R 131 1958
 PE0853_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0853+STABILITY: POSITION/ELEVATION WELL
 PE0853
 PE0853  HISTORY     - Date     Condition        Report By
 PE0853  HISTORY     - 1958     MONUMENTED       CGS
 PE0853
 PE0853                          STATION DESCRIPTION
 PE0853
 PE0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0853'1 MI E FROM CARMEL.
 PE0853'1.0 MILES EAST ALONG U.S. HIGHWAY 2 AND STATE HIGHWAY 100 FROM
 PE0853'THE POST OFFICE AT CARMEL, SET IN THE TOP OF A ROCK IN A ROCK
 PE0853'CUT, 28 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 96 FEET
 PE0853'EAST OF POWER POLE 143-74, 206 FEET WEST OF POWER POLE 142-73,
 PE0853'ABOUT 0.1 MILE WEST OF THE TOP OF THE GRADE, ABOUT 120 YARDS
 PE0853'WEST OF A DRIVE SOUTH TO A HOUSE, ABOUT 4 FEET ABOVE THE LEVEL
 PE0853'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0533 ***********************************************************************
 PE0533  DESIGNATION -  R 132
 PE0533  PID         -  PE0533
 PE0533  STATE/COUNTY-  ME/PENOBSCOT
 PE0533  USGS QUAD   -  BANGOR (1991)
 PE0533
 PE0533                         *CURRENT SURVEY CONTROL
 PE0533  ___________________________________________________________________
 PE0533* NAD 83(1986)-  44 48 58.     (N)    068 45 53.     (W)     SCALED    
 PE0533* NAVD 88     -        42.289  (meters)     138.74   (feet)  ADJUSTED  
 PE0533  ___________________________________________________________________
 PE0533  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 PE0533  DYNAMIC HT  -          42.287 (meters)     138.74  (feet)  COMP
 PE0533  MODELED GRAV-     980,585.1   (mgal)                       NAVD 88
 PE0533
 PE0533  VERT ORDER  -  SECOND    CLASS 0
 PE0533
 PE0533.The horizontal coordinates were scaled from a topographic map and have
 PE0533.an estimated accuracy of +/- 6 seconds.
 PE0533
 PE0533.The orthometric height was determined by differential leveling
 PE0533.and adjusted by the National Geodetic Survey in June 1991..
 PE0533
 PE0533.The geoid height was determined by GEOID03.
 PE0533
 PE0533.The dynamic height is computed by dividing the NAVD 88
 PE0533.geopotential number by the normal gravity value computed on the
 PE0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0533.degrees latitude (g = 980.6199 gals.).
 PE0533
 PE0533.The modeled gravity was interpolated from observed gravity values.
 PE0533
 PE0533;                    North         East    Units  Estimated Accuracy
 PE0533;SPC ME E     -   127,740.      279,060.      MT  (+/- 180 meters Scaled)
 PE0533
 PE0533                          SUPERSEDED SURVEY CONTROL
 PE0533
 PE0533  NGVD 29 (??/??/92)   42.496  (m)          139.42   (f) ADJ UNCH    2 0
 PE0533
 PE0533.Superseded values are not recommended for survey control.
 PE0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0533.See file dsdata.txt to determine how the superseded data were derived.
 PE0533
 PE0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK186625(NAD 83)
 PE0533_MARKER: DB = BENCH MARK DISK
 PE0533_SETTING: 66 = SET IN ROCK OUTCROP
 PE0533_SP_SET: ROCK OUTCROP
 PE0533_STAMPING: R 132 1958
 PE0533_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0533+STABILITY: POSITION/ELEVATION WELL
 PE0533
 PE0533  HISTORY     - Date     Condition        Report By
 PE0533  HISTORY     - 1958     MONUMENTED       CGS
 PE0533  HISTORY     - 1966     GOOD             NGS
 PE0533  HISTORY     - 1988     GOOD             USPSQD
 PE0533  HISTORY     - 1990     GOOD             USPSQD
 PE0533
 PE0533                          STATION DESCRIPTION
 PE0533
 PE0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0533'1 MI N FROM BANGOR.
 PE0533'0.6 MILES NORTHWEST ALONG STATE HIGHWAY 15 FROM ITS JUNCTION
 PE0533'WITH U.S. HIGHWAY 2 AT BANGOR, THENCE 0.4 MILES NORTHEAST ALONG
 PE0533'STILLWATER AVENUE, AT THE JUNCTION OF STILLWATER AVENUE AND PALM
 PE0533'STREET, SET IN THE TOP OF A 5-FOOT BY 35-FOOT ROCK OUTCROP,
 PE0533'45 FEET NORTHWEST OF THE CENTER LINE OF STILLWATER STREET, 77
 PE0533'FEET WEST OF THE CENTER LINE OF THE JUNCTION, 69 FEET WEST-SOUTHWEST
 PE0533'OF POWER POLE 15, 7 FEET SOUTHWEST OF THE NORTHEAST END OF THE
 PE0533'ROCK OUTCROP, ABOUT 2 FEET BELOW THE LEVEL OF THE STREET.
 PE0533
 PE0533                          STATION RECOVERY (1966)
 PE0533
 PE0533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 PE0533'RECOVERED IN GOOD CONDITION.
 PE0533
 PE0533                          STATION RECOVERY (1988)
 PE0533
 PE0533'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE0533'RECOVERED IN GOOD CONDITION.
 PE0533
 PE0533                          STATION RECOVERY (1990)
 PE0533
 PE0533'RECOVERY NOTE BY US POWER SQUADRON 1990 (ELG)
 PE0533'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0425 ***********************************************************************
 QG0425  DESIGNATION -  R 133
 QG0425  PID         -  QG0425
 QG0425  STATE/COUNTY-  ME/PENOBSCOT
 QG0425  USGS QUAD   -  GREENBUSH (1988)
 QG0425
 QG0425                         *CURRENT SURVEY CONTROL
 QG0425  ___________________________________________________________________
 QG0425* NAD 83(1986)-  45 05 55.     (N)    068 39 54.     (W)     SCALED    
 QG0425* NAVD 88     -        41.657  (meters)     136.67   (feet)  ADJUSTED  
 QG0425  ___________________________________________________________________
 QG0425  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 QG0425  DYNAMIC HT  -          41.656 (meters)     136.67  (feet)  COMP
 QG0425  MODELED GRAV-     980,612.7   (mgal)                       NAVD 88
 QG0425
 QG0425  VERT ORDER  -  SECOND    CLASS 0
 QG0425
 QG0425.The horizontal coordinates were scaled from a topographic map and have
 QG0425.an estimated accuracy of +/- 6 seconds.
 QG0425
 QG0425.The orthometric height was determined by differential leveling
 QG0425.and adjusted by the National Geodetic Survey in June 1991..
 QG0425
 QG0425.The geoid height was determined by GEOID03.
 QG0425
 QG0425.The dynamic height is computed by dividing the NAVD 88
 QG0425.geopotential number by the normal gravity value computed on the
 QG0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0425.degrees latitude (g = 980.6199 gals.).
 QG0425
 QG0425.The modeled gravity was interpolated from observed gravity values.
 QG0425
 QG0425;                    North         East    Units  Estimated Accuracy
 QG0425;SPC ME E     -   159,120.      287,010.      MT  (+/- 180 meters Scaled)
 QG0425
 QG0425                          SUPERSEDED SURVEY CONTROL
 QG0425
 QG0425  NGVD 29 (??/??/92)   41.863  (m)          137.35   (f) ADJ UNCH    2 0
 QG0425
 QG0425.Superseded values are not recommended for survey control.
 QG0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0425.See file dsdata.txt to determine how the superseded data were derived.
 QG0425
 QG0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK263939(NAD 83)
 QG0425_MARKER: DB = BENCH MARK DISK
 QG0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0425_STAMPING: R 133 1958
 QG0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0425+STABILITY: SURFACE MOTION
 QG0425
 QG0425  HISTORY     - Date     Condition        Report By
 QG0425  HISTORY     - 1958     MONUMENTED       CGS
 QG0425  HISTORY     - 1981     MARK NOT FOUND   USGS
 QG0425
 QG0425                          STATION DESCRIPTION
 QG0425
 QG0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 QG0425'15.6 MI N FROM OLD TOWN.
 QG0425'2.95 MILES NORTHWEST ALONG STATE HIGHWAY 43 FROM ITS JUNCTION
 QG0425'WITH U.S. HIGHWAY 2 AT OLD TOWN, THENCE 2.25 MILES NORTH ALONG
 QG0425'STATE HIGHWAY 16, THENCE 10.35 MILES NORTH ALONG STATE HIGHWAY 116,
 QG0425'ABOUT 0.1 MILE SOUTH OF THE SOUTH END OF A CURVE WITH TANGENTS
 QG0425'TO THE NORTHEAST AND SOUTH, ABOUT 0.05 MILE NORTH OF A LARGE
 QG0425'UNPAINTED BARN EAST OF THE HIGHWAY, 27 FEET EAST OF THE CENTER
 QG0425'LINE OF THE HIGHWAY, 6 FEET SOUTHEAST OF TELEPHONE POLE 334
 QG0425'WHICH IS THE THIRD POLE SOUTH OF THE CURVE, IT IS ALOS THE FIRST
 QG0425'POLE NORTH OF A POLE WITH A TRANSFORMER, 1.6 FEET NORTH OF A METAL
 QG0425'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY.  SET IN THE TOP
 QG0425'OF A CONCRETE POST PROJECTING 4 INCHES.
 QG0425
 QG0425                          STATION RECOVERY (1981)
 QG0425
 QG0425'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 QG0425'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0498 ***********************************************************************
 QG0498  DESIGNATION -  R 136
 QG0498  PID         -  QG0498
 QG0498  STATE/COUNTY-  ME/PENOBSCOT
 QG0498  USGS QUAD   -  LINCOLN WEST (1988)
 QG0498
 QG0498                         *CURRENT SURVEY CONTROL
 QG0498  ___________________________________________________________________
 QG0498* NAD 83(1986)-  45 22 08.     (N)    068 34 36.     (W)     SCALED    
 QG0498* NAVD 88     -        72.318  (meters)     237.26   (feet)  ADJUSTED  
 QG0498  ___________________________________________________________________
 QG0498  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 QG0498  DYNAMIC HT  -          72.319 (meters)     237.27  (feet)  COMP
 QG0498  MODELED GRAV-     980,622.0   (mgal)                       NAVD 88
 QG0498
 QG0498  VERT ORDER  -  SECOND    CLASS 0
 QG0498
 QG0498.The horizontal coordinates were scaled from a topographic map and have
 QG0498.an estimated accuracy of +/- 6 seconds.
 QG0498
 QG0498.The orthometric height was determined by differential leveling
 QG0498.and adjusted by the National Geodetic Survey in June 1991..
 QG0498
 QG0498.The geoid height was determined by GEOID03.
 QG0498
 QG0498.The dynamic height is computed by dividing the NAVD 88
 QG0498.geopotential number by the normal gravity value computed on the
 QG0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0498.degrees latitude (g = 980.6199 gals.).
 QG0498
 QG0498.The modeled gravity was interpolated from observed gravity values.
 QG0498
 QG0498;                    North         East    Units  Estimated Accuracy
 QG0498;SPC ME E     -   189,140.      294,000.      MT  (+/- 180 meters Scaled)
 QG0498
 QG0498                          SUPERSEDED SURVEY CONTROL
 QG0498
 QG0498  NGVD 29 (??/??/92)   72.506  (m)          237.88   (f) ADJ UNCH    2 0
 QG0498
 QG0498.Superseded values are not recommended for survey control.
 QG0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0498.See file dsdata.txt to determine how the superseded data were derived.
 QG0498
 QG0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL331240(NAD 83)
 QG0498_MARKER: DB = BENCH MARK DISK
 QG0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0498_STAMPING: R 136 1959
 QG0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0498+STABILITY: SURFACE MOTION
 QG0498
 QG0498  HISTORY     - Date     Condition        Report By
 QG0498  HISTORY     - 1959     MONUMENTED       CGS
 QG0498  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QG0498
 QG0498                          STATION DESCRIPTION
 QG0498
 QG0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QG0498'12.1 MI NE FROM HOWLAND.
 QG0498'11.1 MILES NORTHEAST ALONG STATE HIGHWAY 116 FROM THE NORTH END
 QG0498'OF THE LARGE STATE HIGHWAY 116 BRIDGE OVER THE PISCATAQUIS RIVER
 QG0498'AT HOWLAND, THENCE 1.0 MILE NORTHWEST ALONG A GRAVELED ROAD, 0.85
 QG0498'MILE SOUTHEAST OF THE BRIDGE OVER MARSH CREEK, AT THE OUTSIDE OF
 QG0498'A CURVE, 17 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, 13
 QG0498'FEET NORTHWEST OF A 12-INCH PINE TREE WITH A PAINTED SLASH, 2 FEET
 QG0498'SOUTH OF A METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF THE ROAD
 QG0498'AND SET IN THE TOP OF A CONCRET POST PROJECTING 4 INCHES ABOVE THE
 QG0498'LEVEL OF THE GROUND.
 QG0498
 QG0498                          STATION RECOVERY (1985)
 QG0498
 QG0498'RECOVERY NOTE BY US POWER SQUADRON 1985 (LCR)
 QG0498'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0571 ***********************************************************************
 QG0571  DESIGNATION -  R 137
 QG0571  PID         -  QG0571
 QG0571  STATE/COUNTY-  ME/PENOBSCOT
 QG0571  USGS QUAD   -  EAST MILLINOCKET (1988)
 QG0571
 QG0571                         *CURRENT SURVEY CONTROL
 QG0571  ___________________________________________________________________
 QG0571* NAD 83(1986)-  45 40 33.     (N)    068 34 10.     (W)     SCALED    
 QG0571* NAVD 88     -        80.245  (meters)     263.27   (feet)  ADJUSTED  
 QG0571  ___________________________________________________________________
 QG0571  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 QG0571  DYNAMIC HT  -          80.246 (meters)     263.27  (feet)  COMP
 QG0571  MODELED GRAV-     980,635.4   (mgal)                       NAVD 88
 QG0571
 QG0571  VERT ORDER  -  SECOND    CLASS 0
 QG0571
 QG0571.The horizontal coordinates were scaled from a topographic map and have
 QG0571.an estimated accuracy of +/- 6 seconds.
 QG0571
 QG0571.The orthometric height was determined by differential leveling
 QG0571.and adjusted by the National Geodetic Survey in June 1991..
 QG0571
 QG0571.The geoid height was determined by GEOID03.
 QG0571
 QG0571.The dynamic height is computed by dividing the NAVD 88
 QG0571.geopotential number by the normal gravity value computed on the
 QG0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0571.degrees latitude (g = 980.6199 gals.).
 QG0571
 QG0571.The modeled gravity was interpolated from observed gravity values.
 QG0571
 QG0571;                    North         East    Units  Estimated Accuracy
 QG0571;SPC ME E     -   223,250.      294,590.      MT  (+/- 180 meters Scaled)
 QG0571
 QG0571                          SUPERSEDED SURVEY CONTROL
 QG0571
 QG0571  NGVD 29 (??/??/92)   80.436  (m)          263.90   (f) ADJ UNCH    2 0
 QG0571
 QG0571.Superseded values are not recommended for survey control.
 QG0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0571.See file dsdata.txt to determine how the superseded data were derived.
 QG0571
 QG0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL335581(NAD 83)
 QG0571_MARKER: DB = BENCH MARK DISK
 QG0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0571_STAMPING: R 137 1959
 QG0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0571+STABILITY: SURFACE MOTION
 QG0571
 QG0571  HISTORY     - Date     Condition        Report By
 QG0571  HISTORY     - 1959     MONUMENTED       CGS
 QG0571
 QG0571                          STATION DESCRIPTION
 QG0571
 QG0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QG0571'4.7 MI NNW FROM MEDWAY.
 QG0571'4.7 MILES NORTH-NORTHWEST ALONG STATE HIGHWAY 11 FROM ITS
 QG0571'JUNCTION WITH STATE HIGHWAY 157 AT MEDWAY, 39 FEET EAST OF THE
 QG0571'CENTER LINE OF THE HIGHWAY, 17 1/2 FEET NORTHEAST OF A POWER
 QG0571'LINE POLE, ABOUT MIDWAY BETWEEN TWO SMALL PINE TREES, 4 FEET
 QG0571'NORTH OF A METAL WITNESS POST, 3 FEET BELOW THE LEVEL OF THE
 QG0571'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 QG0571'ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0130 ***********************************************************************
 QG0130  DESIGNATION -  R 138
 QG0130  PID         -  QG0130
 QG0130  STATE/COUNTY-  ME/AROOSTOOK
 QG0130  USGS QUAD   -  BENEDICTA (1989)
 QG0130
 QG0130                         *CURRENT SURVEY CONTROL
 QG0130  ___________________________________________________________________
 QG0130* NAD 83(1986)-  45 47 38.     (N)    068 24 41.     (W)     SCALED    
 QG0130* NAVD 88     -       185.638  (meters)     609.05   (feet)  ADJUSTED  
 QG0130  ___________________________________________________________________
 QG0130  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 QG0130  DYNAMIC HT  -         185.643 (meters)     609.06  (feet)  COMP
 QG0130  MODELED GRAV-     980,638.0   (mgal)                       NAVD 88
 QG0130
 QG0130  VERT ORDER  -  SECOND    CLASS 0
 QG0130
 QG0130.The horizontal coordinates were scaled from a topographic map and have
 QG0130.an estimated accuracy of +/- 6 seconds.
 QG0130
 QG0130.The orthometric height was determined by differential leveling
 QG0130.and adjusted by the National Geodetic Survey in June 1991..
 QG0130
 QG0130.The geoid height was determined by GEOID03.
 QG0130
 QG0130.The dynamic height is computed by dividing the NAVD 88
 QG0130.geopotential number by the normal gravity value computed on the
 QG0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0130.degrees latitude (g = 980.6199 gals.).
 QG0130
 QG0130.The modeled gravity was interpolated from observed gravity values.
 QG0130
 QG0130;                    North         East    Units  Estimated Accuracy
 QG0130;SPC ME E     -   236,370.      306,890.      MT  (+/- 180 meters Scaled)
 QG0130
 QG0130                          SUPERSEDED SURVEY CONTROL
 QG0130
 QG0130  NGVD 29 (??/??/92)  185.818  (m)          609.64   (f) ADJ UNCH    2 0
 QG0130
 QG0130.Superseded values are not recommended for survey control.
 QG0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0130.See file dsdata.txt to determine how the superseded data were derived.
 QG0130
 QG0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL457713(NAD 83)
 QG0130_MARKER: DB = BENCH MARK DISK
 QG0130_SETTING: 66 = SET IN ROCK OUTCROP
 QG0130_SP_SET: ROCK OUTCROP
 QG0130_STAMPING: R 138 1959
 QG0130_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0130+STABILITY: POSITION/ELEVATION WELL
 QG0130
 QG0130  HISTORY     - Date     Condition        Report By
 QG0130  HISTORY     - 1959     MONUMENTED       CGS
 QG0130
 QG0130                          STATION DESCRIPTION
 QG0130
 QG0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QG0130'0.7 MI S FROM BENEDICTA.
 QG0130'ABOUT 0.7 MILE SOUTH ALONG AN ASPHALT ROAD FROM THE POST OFFICE
 QG0130'AT BENEDICTA, IN AN OPEN PASTURE DOTTED WITH CEDAR TREES AND
 QG0130'OUTCROP, ON THE NORTH SLOPE OF HILL, SET IN THE TOP OF A
 QG0130'4- BY-6-FOOT OUTCROP PROJECTING 3 FEET ABOVE THE LEVEL OF THE
 QG0130'GROUND, 88 FEET EAST OF THE CENTER LINE OF THE ROAD, 71 FEET
 QG0130'EAST OF TELEPHONE POLE NO. 200, 55 FEET EAST OF A FENCE LINE,
 QG0130'8 FEET NORTHEAST OF A 4-INCH CEDAR TREE, AND ABOUT 2 1/2
 QG0130'FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0131 ***********************************************************************
 RF0131  DESIGNATION -  R 139
 RF0131  PID         -  RF0131
 RF0131  STATE/COUNTY-  ME/AROOSTOOK
 RF0131  USGS QUAD   -  OAKFIELD (1986)
 RF0131
 RF0131                         *CURRENT SURVEY CONTROL
 RF0131  ___________________________________________________________________
 RF0131* NAD 83(1986)-  46 05 54.     (N)    068 07 52.     (W)     SCALED    
 RF0131* NAVD 88     -       228.911  (meters)     751.02   (feet)  ADJUSTED  
 RF0131  ___________________________________________________________________
 RF0131  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 RF0131  DYNAMIC HT  -         228.919 (meters)     751.05  (feet)  COMP
 RF0131  MODELED GRAV-     980,645.0   (mgal)                       NAVD 88
 RF0131
 RF0131  VERT ORDER  -  FIRST     CLASS II
 RF0131
 RF0131.The horizontal coordinates were scaled from a topographic map and have
 RF0131.an estimated accuracy of +/- 6 seconds.
 RF0131
 RF0131.The orthometric height was determined by differential leveling
 RF0131.and adjusted by the National Geodetic Survey in June 1991..
 RF0131
 RF0131.The geoid height was determined by GEOID03.
 RF0131
 RF0131.The dynamic height is computed by dividing the NAVD 88
 RF0131.geopotential number by the normal gravity value computed on the
 RF0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0131.degrees latitude (g = 980.6199 gals.).
 RF0131
 RF0131.The modeled gravity was interpolated from observed gravity values.
 RF0131
 RF0131;                    North         East    Units  Estimated Accuracy
 RF0131;SPC ME E     -   270,270.      328,520.      MT  (+/- 180 meters Scaled)
 RF0131
 RF0131                          SUPERSEDED SURVEY CONTROL
 RF0131
 RF0131  NGVD 29 (??/??/92)  229.083  (m)          751.58   (f) ADJ UNCH    1 2
 RF0131
 RF0131.Superseded values are not recommended for survey control.
 RF0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0131.See file dsdata.txt to determine how the superseded data were derived.
 RF0131
 RF0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM671053(NAD 83)
 RF0131_MARKER: DB = BENCH MARK DISK
 RF0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RF0131_STAMPING: R 139 1959
 RF0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0131+STABILITY: SURFACE MOTION
 RF0131
 RF0131  HISTORY     - Date     Condition        Report By
 RF0131  HISTORY     - 1959     MONUMENTED       CGS
 RF0131  HISTORY     - 1978     GOOD             NGS
 RF0131
 RF0131                          STATION DESCRIPTION
 RF0131
 RF0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RF0131'1.1 MI E FROM OAKFIELD.
 RF0131'1.1 MILES EAST ALONG AN ASPHALT ROAD FROM THE BANGOR AND AROOSTOOK
 RF0131'RAILROAD OVERPASS AT OAKFIELD, AT THE NORTHWEST CORNER OF THE
 RF0131'OAKFIELD CEMETERY, AT THE NORTH END AND IN LINE WITH A NORTH-SOUTH
 RF0131'FENCE, 21 1/2 FEET SOUTH OF CENTER LINE OF ROAD, 2 FEET NORTH
 RF0131'OF POWER LINE POLE, 18.7 FEET NORTH OF THE HEADSTONE OF MARY E.
 RF0131'BUSSELL, 43 1/2 FEET WEST OF THE CENTERLINE OF CEMETERY DRIVEWAY,
 RF0131'SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE
 RF0131'GROUND AND ABOUT LEVEL WITH THE ROAD.
 RF0131
 RF0131                          STATION RECOVERY (1978)
 RF0131
 RF0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 RF0131'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0685 ***********************************************************************
 PE0685  DESIGNATION -  R 14
 PE0685  PID         -  PE0685
 PE0685  STATE/COUNTY-  ME/SOMERSET
 PE0685  USGS QUAD   -  BURNHAM (1982)
 PE0685
 PE0685                         *CURRENT SURVEY CONTROL
 PE0685  ___________________________________________________________________
 PE0685* NAD 83(1996)-  44 44 23.13440(N)    069 25 15.16329(W)     ADJUSTED  
 PE0685* NAVD 88     -        73.129  (meters)     239.92   (feet)  ADJUSTED  
 PE0685  ___________________________________________________________________
 PE0685  LAPLACE CORR-           3.26  (seconds)                    DEFLEC99
 PE0685  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 PE0685  DYNAMIC HT  -          73.125 (meters)     239.91  (feet)  COMP
 PE0685  MODELED GRAV-     980,569.2   (mgal)                       NAVD 88
 PE0685
 PE0685  HORZ ORDER  -  SECOND
 PE0685  VERT ORDER  -  FIRST     CLASS I
 PE0685
 PE0685.The horizontal coordinates were established by classical geodetic methods
 PE0685.and adjusted by the National Geodetic Survey in March 1998..
 PE0685
 PE0685.The orthometric height was determined by differential leveling
 PE0685.and adjusted by the National Geodetic Survey in June 1991..
 PE0685.WARNING-Repeat measurements at this control monument indicate possible
 PE0685.vertical movement.
 PE0685
 PE0685.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE0685
 PE0685.The geoid height was determined by GEOID03.
 PE0685
 PE0685.The dynamic height is computed by dividing the NAVD 88
 PE0685.geopotential number by the normal gravity value computed on the
 PE0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0685.degrees latitude (g = 980.6199 gals.).
 PE0685
 PE0685.The modeled gravity was interpolated from observed gravity values.
 PE0685
 PE0685;                    North         East     Units Scale Factor Converg.
 PE0685;SPC ME W     -   212,082.893   959,066.648   MT  1.00000955   +0 31 29.9
 PE0685;SPC ME E     -   119,638.639   227,070.961   MT  0.99996538   -0 38 53.6
 PE0685;UTM  19      - 4,954,127.793   466,678.501   MT  0.99961365   -0 17 46.5
 PE0685
 PE0685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE0685!SPC ME W     -   0.99999252  x   1.00000955  =   1.00000207
 PE0685!SPC ME E     -   0.99999252  x   0.99996538  =   0.99995790
 PE0685!UTM  19      -   0.99999252  x   0.99961365  =   0.99960618
 PE0685
 PE0685                          SUPERSEDED SURVEY CONTROL
 PE0685
 PE0685  NAD 83(1992)-  44 44 23.13249(N)    069 25 15.16198(W) AD(       ) 2
 PE0685  NAD 83(1986)-  44 44 23.13757(N)    069 25 15.17538(W) AD(       ) 2
 PE0685  NAD 27      -  44 44 22.90330(N)    069 25 16.99630(W) AD(       ) 2
 PE0685  NGVD 29 (??/??/92)   73.337  (m)          240.61   (f) ADJ UNCH    1 1
 PE0685
 PE0685.Superseded values are not recommended for survey control.
 PE0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0685.See file dsdata.txt to determine how the superseded data were derived.
 PE0685
 PE0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK6667954128(NAD 83)
 PE0685_MARKER: DB = BENCH MARK DISK
 PE0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0685_STAMPING: R 14 1927 240.301
 PE0685_MARK LOGO: CGS   
 PE0685_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0685+STABILITY: SURFACE MOTION
 PE0685
 PE0685  HISTORY     - Date     Condition        Report By
 PE0685  HISTORY     - 1927     MONUMENTED       CGS
 PE0685  HISTORY     - 1958     GOOD             CGS
 PE0685  HISTORY     - 1966     GOOD             NGS
 PE0685  HISTORY     - 1981     GOOD             NGS
 PE0685  HISTORY     - 19820524 GOOD             NGS
 PE0685
 PE0685                          STATION DESCRIPTION
 PE0685
 PE0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 PE0685'STATION IS LOCATED ABOUT 3-1/2 MILES SOUTH SOUTHWEST OF PITTSFIELD
 PE0685'AND ABOUT 3-1/4 MILES NORTH OF BURNHAM IN THE SOUTHEAST ANGLE OF
 PE0685'RAILROAD TRACKS AND A DIRT ROAD.  STATION IS 50 FEET SOUTH OF THE
 PE0685'APPROXIMATE CENTER OF ROAD, 33 FEET EAST OF EAST RAIL OF RAILROAD
 PE0685'TRACKS AND 16 FEET NORTH OF TRIANGLE BLAZED UTILITY POLE.  THE
 PE0685'MARK PROJECTS ABOUT 2 INCHES AND THE DISK, A STANDARD U.S.C. AND
 PE0685'G.S. BENCH MARK, IS STAMPED R 14 1927 240.301.
 PE0685'
 PE0685'A TRAVERSE CONNECTION WAS MADE TO STATION FROM TRIANGULATION
 PE0685'STATION CARR AND THE DISTANCE IS 405.745 METERS OR 1,331.18 FEET
 PE0685'WEST OF STATION.
 PE0685'
 PE0685'TO REACH STATION FROM THE RAILROAD DEPOT IN PITTSFIELD GO SOUTH
 PE0685'ON STATE HIGHWAY 100 FOR 3.55 MILES TO A SIDE ROAD RIGHT.  TURN
 PE0685'RIGHT AND GO WEST ON DIRT ROAD FOR 1.05 MILES TO RAILROAD
 PE0685'CROSSING AND STATION ON THE LEFT AS DESCRIBED.
 PE0685
 PE0685                          STATION RECOVERY (1966)
 PE0685
 PE0685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 PE0685'3.3 MI N FROM BURNHAM.
 PE0685'3.3 MILES NORTH ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE0685'STATION AT BURNHAM, ABOUT 0.4 MILE SOUTH OF MILEPOST P99/V152,
 PE0685'59 FEET SOUTHEAST OF THE CENTER OF THE CROSSING OF A GRAVELED
 PE0685'ROAD, 32.8 FEET EAST OF THE EAST RAIL, 50 FEET SOUTH OF THE
 PE0685'CENTER LINE OF THE ROAD, 16 FEET NORTH OF A TELEPHONE POLE, 3.7
 PE0685'FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK,
 PE0685'AND SET IN THE TOP OF A CONCRETE POST 0.4 FOOT UNDERGROUND.
 PE0685
 PE0685                          STATION RECOVERY (1981)
 PE0685
 PE0685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 PE0685'RECOVERED IN GOOD CONDITION.
 PE0685
 PE0685                          STATION RECOVERY (1982)
 PE0685
 PE0685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 PE0685'BENCH MARK NO R-14 IS A STANDARD DISK STAMPED--R 14 1927 240.301--,
 PE0685'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 8 INCHES OR 20 CM ON
 PE0685'SIDE FLUSH WITH GROUND LOCATED 50.0 FT (15.2 M) S FROM THE CENTER OF
 PE0685'THE FARM ROAD, 33.0 FT (10.1 M) E FROM THE EAST RAIL OF RAILROAD
 PE0685'TRACK, 16.0 FT (4.9 M) N FROM A TELEPHONE POLE WITH A TRIANGLE BLAZE,
 PE0685'AND 3.7 FT (1.1 M) E FROM A METAL WITNESS POST.  TO REACH THE BENCH
 PE0685'MARK R 14 FROM THE STATION, GO WEST ON THE FARM ROAD FOR 0.4 KM (0.25
 PE0685'MI) TO THE RAILROAD TRACKS AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0290 ***********************************************************************
 PE0290  DESIGNATION -  R 144 RESET 1965
 PE0290  PID         -  PE0290
 PE0290  STATE/COUNTY-  ME/HANCOCK
 PE0290  USGS QUAD   -  SOUTHWEST HARBOR (1983)
 PE0290
 PE0290                         *CURRENT SURVEY CONTROL
 PE0290  ___________________________________________________________________
 PE0290* NAD 83(1986)-  44 20 31.     (N)    068 20 07.     (W)     SCALED    
 PE0290* NAVD 88     -        32.86   (meters)     107.8    (feet)  RESET     
 PE0290  ___________________________________________________________________
 PE0290  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 PE0290
 PE0290  VERT ORDER  -  THIRD
 PE0290
 PE0290.The horizontal coordinates were scaled from a topographic map and have
 PE0290.an estimated accuracy of +/- 6 seconds.
 PE0290
 PE0290.The orthometric height was computed from unverified reset data.
 PE0290
 PE0290.The geoid height was determined by GEOID03.
 PE0290
 PE0290;                    North         East    Units  Estimated Accuracy
 PE0290;SPC ME E     -    75,040.      313,130.      MT  (+/- 180 meters Scaled)
 PE0290
 PE0290                          SUPERSEDED SURVEY CONTROL
 PE0290
 PE0290  NGVD 29 (??/??/??)   33.05   (m)          108.4    (f) RESET       3  
 PE0290
 PE0290.Superseded values are not recommended for survey control.
 PE0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0290.See file dsdata.txt to determine how the superseded data were derived.
 PE0290
 PE0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK529100(NAD 83)
 PE0290_MARKER: DB = BENCH MARK DISK
 PE0290_SETTING: 66 = SET IN ROCK OUTCROP
 PE0290_SP_SET: BEDROCK
 PE0290_STAMPING: R 144 RESET 1965
 PE0290_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0290+STABILITY: POSITION/ELEVATION WELL
 PE0290
 PE0290  HISTORY     - Date     Condition        Report By
 PE0290  HISTORY     - 1965     MONUMENTED       CGS
 PE0290
 PE0290                          STATION DESCRIPTION
 PE0290
 PE0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 PE0290'1.6 MI S FROM SOMESVILLE.
 PE0290'1.6 MILES SOUTH OF THE PUBLIC LIBRARY AT SOMESVILLE, SET IN A
 PE0290'DRILL HOLE IN A MASSIVE BEDROCK OUTCROP, AT THE PROPOSED
 PE0290'RIGHT-OF-WAY LINE FOR ROAD WIDENING AND 44 FEET WEST OF THE
 PE0290'SOUTHWEST CORNER OF A SMALL WHITE HOUSE.  (EAST SIDE OF THE NEW
 PE0290'ROAD).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0182 ***********************************************************************
 PE0182  DESIGNATION -  R 145
 PE0182  PID         -  PE0182
 PE0182  STATE/COUNTY-  ME/HANCOCK
 PE0182  USGS QUAD   -  ELLSWORTH (1981)
 PE0182
 PE0182                         *CURRENT SURVEY CONTROL
 PE0182  ___________________________________________________________________
 PE0182* NAD 83(1986)-  44 32 09.     (N)    068 25 52.     (W)     SCALED    
 PE0182* NAVD 88     -        36.952  (meters)     121.23   (feet)  ADJUSTED  
 PE0182  ___________________________________________________________________
 PE0182  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 PE0182  DYNAMIC HT  -          36.950 (meters)     121.23  (feet)  COMP
 PE0182  MODELED GRAV-     980,564.7   (mgal)                       NAVD 88
 PE0182
 PE0182  VERT ORDER  -  SECOND    CLASS 0
 PE0182
 PE0182.The horizontal coordinates were scaled from a topographic map and have
 PE0182.an estimated accuracy of +/- 6 seconds.
 PE0182
 PE0182.The orthometric height was determined by differential leveling
 PE0182.and adjusted by the National Geodetic Survey in June 1991..
 PE0182
 PE0182.The geoid height was determined by GEOID03.
 PE0182
 PE0182.The dynamic height is computed by dividing the NAVD 88
 PE0182.geopotential number by the normal gravity value computed on the
 PE0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0182.degrees latitude (g = 980.6199 gals.).
 PE0182
 PE0182.The modeled gravity was interpolated from observed gravity values.
 PE0182
 PE0182;                    North         East    Units  Estimated Accuracy
 PE0182;SPC ME E     -    96,570.      305,480.      MT  (+/- 180 meters Scaled)
 PE0182
 PE0182                          SUPERSEDED SURVEY CONTROL
 PE0182
 PE0182  NGVD 29 (??/??/92)   37.140  (m)          121.85   (f) ADJ UNCH    2 0
 PE0182
 PE0182.Superseded values are not recommended for survey control.
 PE0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0182.See file dsdata.txt to determine how the superseded data were derived.
 PE0182
 PE0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK451315(NAD 83)
 PE0182_MARKER: DB = BENCH MARK DISK
 PE0182_SETTING: 80 = SET IN A BOULDER
 PE0182_SP_SET: BOULDER
 PE0182_STAMPING: R 145 1962
 PE0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0182+STABILITY: SURFACE MOTION
 PE0182
 PE0182  HISTORY     - Date     Condition        Report By
 PE0182  HISTORY     - 1962     MONUMENTED       CGS
 PE0182  HISTORY     - 1976     GOOD             USGS
 PE0182
 PE0182                          STATION DESCRIPTION
 PE0182
 PE0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PE0182'0.7 MI SW FROM ELLSWORTH.
 PE0182'ABOUT 0.2 MILE WEST ALONG U.S. HIGHWAY NO. 1 FROM THE POST
 PE0182'OFFICE AT ELLSWORTH, THENCE 0.5 MILE SOUTHWEST ALONG STATE
 PE0182'HIGHWAY 172, ON THE PROPERTY OF RALPH B. CUSHMAN, ON THE TOP OF
 PE0182'AN 8-BY-8-FOOT BOULDER WHICH PROJECTS 4 FEET ABOVE THE LEVEL OF
 PE0182'THE GROUND, 97 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 PE0182'108 FEET NORTHEAST OF THE NORTHEAST CORNER OF A LARGE WHITE FRAME
 PE0182'HOUSE, 18 FEET SOUTHEAST OF THE CENTER LINE OF A DRIVEWAY, AND
 PE0182'ABOUT 6 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 PE0182
 PE0182                          STATION RECOVERY (1976)
 PE0182
 PE0182'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 PE0182'103 FT NW CENTERLINE OF ROAD (WAS LISTED 97 FT. 143.6 FT SOUTHWEST OF
 PE0182'A FIRE HYDRANT. ON SAME PROPERTY AS CUSHMAN SPRING HOUSE, AND ABOUT
 PE0182'0.005 MI NORTH OF. THIS AREA HAS BEEN DIVIDED INTO HOUSE LOTS AND NGS
 PE0182'SHOULD PLACE BM IN A SAFER LOCATION SOON. BM IS A STANDARD TABLET SET
 PE0182'IN TOP OF AN 8X8 FT BOULDER PROJ. 4 FT., AND 6 FT ABOVE THE ROAD.
 PE0182'NOTE-- THE LARGE WHITE FRAME HOUSE, AND THE DRIVE DESCRIBED IN THE
 PE0182'DESCRIPTION HAVE BEEN RAISED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0348 ***********************************************************************
 PE0348  DESIGNATION -  R 146
 PE0348  PID         -  PE0348
 PE0348  STATE/COUNTY-  ME/HANCOCK
 PE0348  USGS QUAD   -  BLUE HILL (1981)
 PE0348
 PE0348                         *CURRENT SURVEY CONTROL
 PE0348  ___________________________________________________________________
 PE0348* NAD 83(1986)-  44 23 45.     (N)    068 34 09.     (W)     SCALED    
 PE0348* NAVD 88     -        12.247  (meters)      40.18   (feet)  ADJUSTED  
 PE0348  ___________________________________________________________________
 PE0348  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 PE0348  DYNAMIC HT  -          12.246 (meters)      40.18  (feet)  COMP
 PE0348  MODELED GRAV-     980,540.6   (mgal)                       NAVD 88
 PE0348
 PE0348  VERT ORDER  -  SECOND    CLASS 0
 PE0348
 PE0348.The horizontal coordinates were scaled from a topographic map and have
 PE0348.an estimated accuracy of +/- 6 seconds.
 PE0348
 PE0348.The orthometric height was determined by differential leveling
 PE0348.and adjusted by the National Geodetic Survey in June 1991..
 PE0348
 PE0348.The geoid height was determined by GEOID03.
 PE0348
 PE0348.The dynamic height is computed by dividing the NAVD 88
 PE0348.geopotential number by the normal gravity value computed on the
 PE0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0348.degrees latitude (g = 980.6199 gals.).
 PE0348
 PE0348.The modeled gravity was interpolated from observed gravity values.
 PE0348
 PE0348;                    North         East    Units  Estimated Accuracy
 PE0348;SPC ME E     -    81,010.      294,490.      MT  (+/- 180 meters Scaled)
 PE0348
 PE0348                          SUPERSEDED SURVEY CONTROL
 PE0348
 PE0348  NGVD 29 (??/??/92)   12.435  (m)           40.80   (f) ADJ UNCH    2 0
 PE0348
 PE0348.Superseded values are not recommended for survey control.
 PE0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0348.See file dsdata.txt to determine how the superseded data were derived.
 PE0348
 PE0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK343159(NAD 83)
 PE0348_MARKER: DB = BENCH MARK DISK
 PE0348_SETTING: 66 = SET IN ROCK OUTCROP
 PE0348_SP_SET: BEDROCK
 PE0348_STAMPING: R 146 1962
 PE0348_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0348+STABILITY: POSITION/ELEVATION WELL
 PE0348
 PE0348  HISTORY     - Date     Condition        Report By
 PE0348  HISTORY     - 1962     MONUMENTED       CGS
 PE0348  HISTORY     - 1976     GOOD             USGS
 PE0348
 PE0348                          STATION DESCRIPTION
 PE0348
 PE0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PE0348'2 MI S FROM BLUE HILL.
 PE0348'ABOUT 2.0 MILES SOUTH ALONG STATE HIGHWAY 172 AND 175 FROM
 PE0348'THE POST OFFICE AT BLUE HILL, SET ON THE TOP AND AT ABOUT
 PE0348'THE HIGHEST PART OF AN EXPOSED BEDROCK, 57 FEET SOUTHEAST
 PE0348'OF THE CENTER LINE OF THE HIGHWAY, 57 FEET SOUTHWEST OF A POWER
 PE0348'LINE POLE, AND ABOUT 1 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 PE0348
 PE0348                          STATION RECOVERY (1976)
 PE0348
 PE0348'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 PE0348'ABOUT 313 FT SOUTH OF CENTERLINE OF RD. AT DRIVE E. AT BLUE IRON
 PE0348'GATE. 57 FT EAST CENTERLINE OF ROAD. 57 FT SOUTHEAST POWERLINE POLE.
 PE0348'SET IN TOP OF FLUSH MOSS COVERED BEDROCK ABOUT 1 1/2 FT ABOVE THE RD.
 PE0348'AT ABOUT THE HIGHEST POINT ON THE EXPOSED ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0249 ***********************************************************************
 PD0249  DESIGNATION -  R 147
 PD0249  PID         -  PD0249
 PD0249  STATE/COUNTY-  ME/WASHINGTON
 PD0249  USGS QUAD   -  PETIT MANAN POINT (1977)
 PD0249
 PD0249                         *CURRENT SURVEY CONTROL
 PD0249  ___________________________________________________________________
 PD0249* NAD 83(1986)-  44 27 35.     (N)    067 56 12.     (W)     SCALED    
 PD0249* NAVD 88     -        36.423  (meters)     119.50   (feet)  ADJUSTED  
 PD0249  ___________________________________________________________________
 PD0249  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 PD0249  DYNAMIC HT  -          36.422 (meters)     119.49  (feet)  COMP
 PD0249  MODELED GRAV-     980,567.8   (mgal)                       NAVD 88
 PD0249
 PD0249  VERT ORDER  -  SECOND    CLASS 0
 PD0249
 PD0249.The horizontal coordinates were scaled from a topographic map and have
 PD0249.an estimated accuracy of +/- 6 seconds.
 PD0249
 PD0249.The orthometric height was determined by differential leveling
 PD0249.and adjusted by the National Geodetic Survey in June 1991..
 PD0249
 PD0249.The geoid height was determined by GEOID03.
 PD0249
 PD0249.The dynamic height is computed by dividing the NAVD 88
 PD0249.geopotential number by the normal gravity value computed on the
 PD0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0249.degrees latitude (g = 980.6199 gals.).
 PD0249
 PD0249.The modeled gravity was interpolated from observed gravity values.
 PD0249
 PD0249;                    North         East    Units  Estimated Accuracy
 PD0249;SPC ME E     -    88,270.      344,830.      MT  (+/- 180 meters Scaled)
 PD0249
 PD0249                          SUPERSEDED SURVEY CONTROL
 PD0249
 PD0249  NGVD 29 (??/??/92)   36.624  (m)          120.16   (f) ADJ UNCH    2 0
 PD0249
 PD0249.Superseded values are not recommended for survey control.
 PD0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0249.See file dsdata.txt to determine how the superseded data were derived.
 PD0249
 PD0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK845234(NAD 83)
 PD0249_MARKER: DB = BENCH MARK DISK
 PD0249_SETTING: 66 = SET IN ROCK OUTCROP
 PD0249_SP_SET: BEDROCK
 PD0249_STAMPING: R 147 1962
 PD0249_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0249+STABILITY: POSITION/ELEVATION WELL
 PD0249
 PD0249  HISTORY     - Date     Condition        Report By
 PD0249  HISTORY     - 1962     MONUMENTED       CGS
 PD0249  HISTORY     - 20020914 GOOD             USPSQD
 PD0249
 PD0249                          STATION DESCRIPTION
 PD0249
 PD0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PD0249'5.8 MI SE FROM STEUBEN.
 PD0249'2.0 MILES EAST ALONG U.S. HIGHWAY 1 FROM THE TOWN PARK AT
 PD0249'STEUBEN, THENCE 3.8 MILES SOUTH ALONG A BLACK TOP ROAD, SET ON
 PD0249'TOP AND NEAR THE WEST EDGE OF A VERY LARGE BEDROCK, ABOUT MIDWAY
 PD0249'BETWEEN POWER LINE POLE 5-74 AND 5-75, 135 FEET EAST OF THE
 PD0249'CENTER LINE OF THE BLACK TOP ROAD, 24 FEET NORTHWEST OF THE
 PD0249'HIGHEST PART OF THE ROCK AND ABOUT LEVEL WITH THE ROAD.
 PD0249
 PD0249                          STATION RECOVERY (2002)
 PD0249
 PD0249'RECOVERY NOTE BY US POWER SQUADRON 2002 (SWL)
 PD0249'DELETE ALL AFTER 'HIGHEST PART OF THE ROCK'. ADD
 PD0249'SET ON A SMALL SHELF IN THE FRONT (WEST) FACE OF THE BEDROCK AND ABOUT
 PD0249'LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0470 ***********************************************************************
 PD0470  DESIGNATION -  R 148
 PD0470  PID         -  PD0470
 PD0470  STATE/COUNTY-  ME/WASHINGTON
 PD0470  USGS QUAD   -  WHITNEYVILLE (1977)
 PD0470
 PD0470                         *CURRENT SURVEY CONTROL
 PD0470  ___________________________________________________________________
 PD0470* NAD 83(1986)-  44 40 13.     (N)    067 35 19.     (W)     SCALED    
 PD0470* NAVD 88     -        47.479  (meters)     155.77   (feet)  ADJUSTED  
 PD0470  ___________________________________________________________________
 PD0470  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 PD0470  DYNAMIC HT  -          47.477 (meters)     155.76  (feet)  COMP
 PD0470  MODELED GRAV-     980,582.4   (mgal)                       NAVD 88
 PD0470
 PD0470  VERT ORDER  -  SECOND    CLASS 0
 PD0470
 PD0470.The horizontal coordinates were scaled from a topographic map and have
 PD0470.an estimated accuracy of +/- 6 seconds.
 PD0470
 PD0470.The orthometric height was determined by differential leveling
 PD0470.and adjusted by the National Geodetic Survey in June 1991..
 PD0470
 PD0470.The geoid height was determined by GEOID03.
 PD0470
 PD0470.The dynamic height is computed by dividing the NAVD 88
 PD0470.geopotential number by the normal gravity value computed on the
 PD0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0470.degrees latitude (g = 980.6199 gals.).
 PD0470
 PD0470.The modeled gravity was interpolated from observed gravity values.
 PD0470
 PD0470;                    North         East    Units  Estimated Accuracy
 PD0470;SPC ME E     -   111,910.      372,260.      MT  (+/- 180 meters Scaled)
 PD0470
 PD0470                          SUPERSEDED SURVEY CONTROL
 PD0470
 PD0470  NGVD 29 (??/??/92)   47.691  (m)          156.47   (f) ADJ UNCH    2 0
 PD0470
 PD0470.Superseded values are not recommended for survey control.
 PD0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0470.See file dsdata.txt to determine how the superseded data were derived.
 PD0470
 PD0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK118472(NAD 83)
 PD0470_MARKER: DB = BENCH MARK DISK
 PD0470_SETTING: 66 = SET IN ROCK OUTCROP
 PD0470_SP_SET: BEDROCK
 PD0470_STAMPING: R 148 1962
 PD0470_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0470+STABILITY: POSITION/ELEVATION WELL
 PD0470
 PD0470  HISTORY     - Date     Condition        Report By
 PD0470  HISTORY     - 1962     MONUMENTED       CGS
 PD0470
 PD0470                          STATION DESCRIPTION
 PD0470
 PD0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PD0470'3.2 MI SE FROM JONESBORO.
 PD0470'3.25 MILES SOUTHEAST ALONG A BLACK TOP ROAD FROM THE MAINE
 PD0470'CENTRAL RAILROAD STATION AT JONESBORO (STATION), 0.95 MILE
 PD0470'NORTHWEST OF THE GRAMMAR SCHOOL AT THE VILLAGE OF JONESBORO,
 PD0470'SET ON THE TOP AND NEAR THE SOUTHWEST EDGE OF THE SECOND EXPOSED
 PD0470'BEDROCK NORTHEAST OF THE ROAD AT THE CREST OF A SMALL HILL, 33
 PD0470'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 120 FEET NORTHWEST
 PD0470'OF THE CENTER LINE OF A GRAVEL ROAD LEADING NORTH, 58 FEET EAST
 PD0470'AND ACROSS THE ROAD FROM POWER LINE POLE NO. 1571, 1 FOOT ABOVE
 PD0470'THE LEVEL OF THE ROAD AND PROJECTING 6 INCHES ABOVE THE LEVEL
 PD0470'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0230 ***********************************************************************
 PD0230  DESIGNATION -  R 149
 PD0230  PID         -  PD0230
 PD0230  STATE/COUNTY-  ME/WASHINGTON
 PD0230  USGS QUAD   -  MACHIAS (1977)
 PD0230
 PD0230                         *CURRENT SURVEY CONTROL
 PD0230  ___________________________________________________________________
 PD0230* NAD 83(1986)-  44 39 42.     (N)    067 28 10.     (W)     SCALED    
 PD0230* NAVD 88     -        24.118  (meters)      79.13   (feet)  ADJUSTED  
 PD0230  ___________________________________________________________________
 PD0230  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 PD0230  DYNAMIC HT  -          24.117 (meters)      79.12  (feet)  COMP
 PD0230  MODELED GRAV-     980,599.7   (mgal)                       NAVD 88
 PD0230
 PD0230  VERT ORDER  -  SECOND    CLASS 0
 PD0230
 PD0230.The horizontal coordinates were scaled from a topographic map and have
 PD0230.an estimated accuracy of +/- 6 seconds.
 PD0230
 PD0230.The orthometric height was determined by differential leveling
 PD0230.and adjusted by the National Geodetic Survey in June 1991..
 PD0230
 PD0230.The geoid height was determined by GEOID03.
 PD0230
 PD0230.The dynamic height is computed by dividing the NAVD 88
 PD0230.geopotential number by the normal gravity value computed on the
 PD0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0230.degrees latitude (g = 980.6199 gals.).
 PD0230
 PD0230.The modeled gravity was interpolated from observed gravity values.
 PD0230
 PD0230;                    North         East    Units  Estimated Accuracy
 PD0230;SPC ME E     -   111,070.      381,730.      MT  (+/- 180 meters Scaled)
 PD0230
 PD0230                          SUPERSEDED SURVEY CONTROL
 PD0230
 PD0230  NGVD 29 (??/??/92)   24.332  (m)           79.83   (f) ADJ UNCH    2 0
 PD0230
 PD0230.Superseded values are not recommended for survey control.
 PD0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0230.See file dsdata.txt to determine how the superseded data were derived.
 PD0230
 PD0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK213465(NAD 83)
 PD0230_MARKER: DB = BENCH MARK DISK
 PD0230_SETTING: 80 = SET IN A BOULDER
 PD0230_SP_SET: BOULDER
 PD0230_STAMPING: R 149 1962
 PD0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0230+STABILITY: SURFACE MOTION
 PD0230
 PD0230  HISTORY     - Date     Condition        Report By
 PD0230  HISTORY     - 1962     MONUMENTED       CGS
 PD0230
 PD0230                          STATION DESCRIPTION
 PD0230
 PD0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PD0230'4.1 MI SW FROM MACHIAS.
 PD0230'1.15 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE
 PD0230'AT MACHIAS, THENCE 2.95 MILES SOUTH ALONG A BLACK-TOP ROAD, 0.95
 PD0230'MILES NORTH OF A CONCRETE BRIDGE OVER ENGLISHMAN RIVER, SET ON
 PD0230'THE TOP AND ABOUT IN THE CENTER OF A 2-BY-2-FOOT BURIED BOULDER,
 PD0230'55 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 66 FEET SOUTH
 PD0230'OF THE SOUTH CORNER OF A ONE-STORY FRAME HOUSE, 78 FEET WEST
 PD0230'OF AND ACROSS THE ROAD FROM POWER LINE POLE NO. 109, 54 FEET
 PD0230'NORTH OF THE CENTER LINE OF A GRAVEL ROAD LEADING WEST, 5 FEET
 PD0230'ABOVE THE LEVEL OF THE ROAD AND ABOUT 1 FOOT ABOVE THE LEVEL OF
 PD0230'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1069 ***********************************************************************
 PE1069  DESIGNATION -  R 150
 PE1069  PID         -  PE1069
 PE1069  STATE/COUNTY-  ME/KNOX
 PE1069  USGS QUAD   -  THOMASTON (1973)
 PE1069
 PE1069                         *CURRENT SURVEY CONTROL
 PE1069  ___________________________________________________________________
 PE1069* NAD 83(1986)-  44 03 34.     (N)    069 09 47.     (W)     SCALED    
 PE1069* NAVD 88     -        23.106  (meters)      75.81   (feet)  ADJUSTED  
 PE1069  ___________________________________________________________________
 PE1069  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 PE1069  DYNAMIC HT  -          23.103 (meters)      75.80  (feet)  COMP
 PE1069  MODELED GRAV-     980,523.6   (mgal)                       NAVD 88
 PE1069
 PE1069  VERT ORDER  -  SECOND    CLASS 0
 PE1069
 PE1069.The horizontal coordinates were scaled from a topographic map and have
 PE1069.an estimated accuracy of +/- 6 seconds.
 PE1069
 PE1069.The orthometric height was determined by differential leveling
 PE1069.and adjusted by the National Geodetic Survey in June 1991..
 PE1069
 PE1069.The geoid height was determined by GEOID03.
 PE1069
 PE1069.The dynamic height is computed by dividing the NAVD 88
 PE1069.geopotential number by the normal gravity value computed on the
 PE1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1069.degrees latitude (g = 980.6199 gals.).
 PE1069
 PE1069.The modeled gravity was interpolated from observed gravity values.
 PE1069
 PE1069;                    North         East    Units  Estimated Accuracy
 PE1069;SPC ME E     -    43,850.      246,880.      MT  (+/- 180 meters Scaled)
 PE1069
 PE1069                          SUPERSEDED SURVEY CONTROL
 PE1069
 PE1069  NGVD 29 (??/??/92)   23.317  (m)           76.50   (f) ADJ UNCH    2 0
 PE1069
 PE1069.Superseded values are not recommended for survey control.
 PE1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1069.See file dsdata.txt to determine how the superseded data were derived.
 PE1069
 PE1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ869784(NAD 83)
 PE1069_MARKER: DB = BENCH MARK DISK
 PE1069_SETTING: 80 = SET IN A BOULDER
 PE1069_SP_SET: BOULDER
 PE1069_STAMPING: R 150 1962
 PE1069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1069+STABILITY: SURFACE MOTION
 PE1069
 PE1069  HISTORY     - Date     Condition        Report By
 PE1069  HISTORY     - 1962     MONUMENTED       CGS
 PE1069
 PE1069                          STATION DESCRIPTION
 PE1069
 PE1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PE1069'1.2 MI S FROM THOMASTON.
 PE1069'ABOUT 1.2 MILES SOUTH ALONG STATE HIGHWAY 131 FROM THE CROSSING
 PE1069'OF THE MAINE CENTRAL RAILROAD, SET IN THE TOP AND ABOUT IN
 PE1069'THE CENTER OF A 4-BY-3-FOOT BURIED BOULDER PROJECTING 2 FEET
 PE1069'ABOVE THE LEVEL OF THE GROUND, DIRECTLY ACROSS THE HIGHWAY FROM
 PE1069'A LARGE RED BARN, ALONG THE EAST EDGE OF A ROCK AND TREE LINED
 PE1069'FENCE LINE, 73 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 PE1069'114 FEET NORTHWEST OF AND ACROSS THE HIGHWAY FROM POWER LINE
 PE1069'POLE NO. 56, 262-230, 28 FEET WEST OF A STONE RIGHT-OF-WAY
 PE1069'MARKER WHICH PROJECTS 1 FOOT ABOVE THE GROUND, AND ABOUT LEVEL
 PE1069'WITH THE HIGHWAY SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1058 ***********************************************************************
 PE1058  DESIGNATION -  R 151
 PE1058  PID         -  PE1058
 PE1058  STATE/COUNTY-  ME/KNOX
 PE1058  USGS QUAD   -  ROCKLAND (1979)
 PE1058
 PE1058                         *CURRENT SURVEY CONTROL
 PE1058  ___________________________________________________________________
 PE1058* NAD 83(1986)-  44 05 12.     (N)    069 02 52.     (W)     SCALED    
 PE1058* NAVD 88     -         4.793  (meters)      15.72   (feet)  ADJUSTED  
 PE1058  ___________________________________________________________________
 PE1058  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 PE1058  DYNAMIC HT  -           4.793 (meters)      15.72  (feet)  COMP
 PE1058  MODELED GRAV-     980,534.0   (mgal)                       NAVD 88
 PE1058
 PE1058  VERT ORDER  -  SECOND    CLASS 0
 PE1058
 PE1058.The horizontal coordinates were scaled from a topographic map and have
 PE1058.an estimated accuracy of +/- 6 seconds.
 PE1058
 PE1058.The orthometric height was determined by differential leveling
 PE1058.and adjusted by the National Geodetic Survey in June 1991..
 PE1058
 PE1058.The geoid height was determined by GEOID03.
 PE1058
 PE1058.The dynamic height is computed by dividing the NAVD 88
 PE1058.geopotential number by the normal gravity value computed on the
 PE1058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1058.degrees latitude (g = 980.6199 gals.).
 PE1058
 PE1058.The modeled gravity was interpolated from observed gravity values.
 PE1058
 PE1058;                    North         East    Units  Estimated Accuracy
 PE1058;SPC ME E     -    46,810.      256,130.      MT  (+/- 180 meters Scaled)
 PE1058
 PE1058                          SUPERSEDED SURVEY CONTROL
 PE1058
 PE1058  NGVD 29 (??/??/92)    5.004  (m)           16.42   (f) ADJ UNCH    2 0
 PE1058
 PE1058.Superseded values are not recommended for survey control.
 PE1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1058.See file dsdata.txt to determine how the superseded data were derived.
 PE1058
 PE1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ961815(NAD 83)
 PE1058_MARKER: DB = BENCH MARK DISK
 PE1058_SETTING: 66 = SET IN ROCK OUTCROP
 PE1058_SP_SET: ROCK LEDGE
 PE1058_STAMPING: R 151 1962
 PE1058_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1058+STABILITY: POSITION/ELEVATION WELL
 PE1058
 PE1058  HISTORY     - Date     Condition        Report By
 PE1058  HISTORY     - 1962     MONUMENTED       CGS
 PE1058  HISTORY     - 19910511 GOOD             USPSQD
 PE1058
 PE1058                          STATION DESCRIPTION
 PE1058
 PE1058'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PE1058'0.8 MI NE FROM OWLS HEAD.
 PE1058'0.7 MILE NORTHEAST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 PE1058'AND GENERAL STORE AT OWLS HEAD, THENCE 0.15 MILE SOUTH ALONG A
 PE1058'PRIVATE DRIVEWAY LEADING TO DODGE POINT, SET ON THE TOP OF A
 PE1058'SMOOTH ROCK LEDGE, 89 FEET SOUTH OF TIDAL 4 1911, 4.4 FEET
 PE1058'SOUTHEAST OF THE NORTHEAST CORNER OF THE PORCH OF THE MOST
 PE1058'NORTHERN HOUSE AT DODGE POINT, 3 FEET EAST OF THE EAST SIDE OF
 PE1058'PORCH, 5 FEET WEST OF THE WEST EDGE OF A ROCK BLUFF.
 PE1058
 PE1058                          STATION RECOVERY (1991)
 PE1058
 PE1058'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 PE1058'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1080 ***********************************************************************
 PE1080  DESIGNATION -  R 152
 PE1080  PID         -  PE1080
 PE1080  STATE/COUNTY-  ME/LINCOLN
 PE1080  USGS QUAD   -  WALDOBORO EAST (1988)
 PE1080
 PE1080                         *CURRENT SURVEY CONTROL
 PE1080  ___________________________________________________________________
 PE1080* NAD 83(1986)-  44 04 01.     (N)    069 21 01.     (W)     SCALED    
 PE1080* NAVD 88     -        12.884  (meters)      42.27   (feet)  ADJUSTED  
 PE1080  ___________________________________________________________________
 PE1080  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 PE1080  DYNAMIC HT  -          12.882 (meters)      42.26  (feet)  COMP
 PE1080  MODELED GRAV-     980,514.3   (mgal)                       NAVD 88
 PE1080
 PE1080  VERT ORDER  -  SECOND    CLASS 0
 PE1080
 PE1080.The horizontal coordinates were scaled from a topographic map and have
 PE1080.an estimated accuracy of +/- 6 seconds.
 PE1080
 PE1080.The orthometric height was determined by differential leveling
 PE1080.and adjusted by the National Geodetic Survey in June 1991..
 PE1080
 PE1080.The geoid height was determined by GEOID03.
 PE1080
 PE1080.The dynamic height is computed by dividing the NAVD 88
 PE1080.geopotential number by the normal gravity value computed on the
 PE1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1080.degrees latitude (g = 980.6199 gals.).
 PE1080
 PE1080.The modeled gravity was interpolated from observed gravity values.
 PE1080
 PE1080;                    North         East    Units  Estimated Accuracy
 PE1080;SPC ME W     -   137,380.      965,400.      MT  (+/- 180 meters Scaled)
 PE1080
 PE1080                          SUPERSEDED SURVEY CONTROL
 PE1080
 PE1080  NGVD 29 (??/??/92)   13.092  (m)           42.95   (f) ADJ UNCH    2 0
 PE1080
 PE1080.Superseded values are not recommended for survey control.
 PE1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1080.See file dsdata.txt to determine how the superseded data were derived.
 PE1080
 PE1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ719793(NAD 83)
 PE1080_MARKER: DB = BENCH MARK DISK
 PE1080_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE1080_SP_SET: ABUTMENT
 PE1080_STAMPING: R 152 1962
 PE1080_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE1080
 PE1080  HISTORY     - Date     Condition        Report By
 PE1080  HISTORY     - 1962     MONUMENTED       CGS
 PE1080  HISTORY     - 1990     GOOD             USPSQD
 PE1080
 PE1080                          STATION DESCRIPTION
 PE1080
 PE1080'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PE1080'3 MI SE FROM WALDOBORO.
 PE1080'ABOUT 3.0 MILES SOUTHEAST ALONG STATE HIGHWAY 220 FROM THE
 PE1080'POST OFFICE AT WALDOBORO, SET ON TOP OF THE NORTHEAST END OF
 PE1080'THE NORTHWEST CONCRETE ABUTMENT OF THE HIGHWAY BRIDGE OVER
 PE1080'SLAIGO BROOK, (BRIDGE IS SETTING ON SOLID BEDROCK) 17 FEET
 PE1080'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT LEVEL WITH
 PE1080'THE HIGHWAY.
 PE1080
 PE1080                          STATION RECOVERY (1990)
 PE1080
 PE1080'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMW)
 PE1080'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0088 ***********************************************************************
 OB0088  DESIGNATION -  R 153
 OB0088  PID         -  OB0088
 OB0088  STATE/COUNTY-  ME/LINCOLN
 OB0088  USGS QUAD   -  WESTPORT (1970)
 OB0088
 OB0088                         *CURRENT SURVEY CONTROL
 OB0088  ___________________________________________________________________
 OB0088* NAD 83(1986)-  43 59 00.     (N)    069 38 24.     (W)     SCALED    
 OB0088* NAVD 88     -        49.355  (meters)     161.93   (feet)  ADJUSTED  
 OB0088  ___________________________________________________________________
 OB0088  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 OB0088  DYNAMIC HT  -          49.350 (meters)     161.91  (feet)  COMP
 OB0088  MODELED GRAV-     980,524.0   (mgal)                       NAVD 88
 OB0088
 OB0088  VERT ORDER  -  SECOND    CLASS 0
 OB0088
 OB0088.The horizontal coordinates were scaled from a topographic map and have
 OB0088.an estimated accuracy of +/- 6 seconds.
 OB0088
 OB0088.The orthometric height was determined by differential leveling
 OB0088.and adjusted by the National Geodetic Survey in June 1991..
 OB0088
 OB0088.The geoid height was determined by GEOID03.
 OB0088
 OB0088.The dynamic height is computed by dividing the NAVD 88
 OB0088.geopotential number by the normal gravity value computed on the
 OB0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0088.degrees latitude (g = 980.6199 gals.).
 OB0088
 OB0088.The modeled gravity was interpolated from observed gravity values.
 OB0088
 OB0088;                    North         East    Units  Estimated Accuracy
 OB0088;SPC ME W     -   127,900.      942,250.      MT  (+/- 180 meters Scaled)
 OB0088
 OB0088                          SUPERSEDED SURVEY CONTROL
 OB0088
 OB0088  NGVD 29 (??/??/92)   49.569  (m)          162.63   (f) ADJ UNCH    2 0
 OB0088
 OB0088.Superseded values are not recommended for survey control.
 OB0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0088.See file dsdata.txt to determine how the superseded data were derived.
 OB0088
 OB0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ486702(NAD 83)
 OB0088_MARKER: DB = BENCH MARK DISK
 OB0088_SETTING: 66 = SET IN ROCK OUTCROP
 OB0088_SP_SET: BEDROCK
 OB0088_STAMPING: R 153 1963
 OB0088_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0088+STABILITY: POSITION/ELEVATION WELL
 OB0088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OB0088+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2006
 OB0088
 OB0088  HISTORY     - Date     Condition        Report By
 OB0088  HISTORY     - 1963     MONUMENTED       CGS
 OB0088  HISTORY     - 1990     GOOD             USPSQD
 OB0088  HISTORY     - 19910427 GOOD             USPSQD
 OB0088  HISTORY     - 20021024 GOOD             USPSQD
 OB0088  HISTORY     - 20041127 GOOD             USPSQD
 OB0088  HISTORY     - 20060925 GOOD             USPSQD
 OB0088
 OB0088                          STATION DESCRIPTION
 OB0088
 OB0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OB0088'1.9 MI N FROM EDGECOMB.
 OB0088'ABOUT 1.9 MILES NORTH ALONG STATE HIGHWAY 27 FROM THE POST OFFICE AT
 OB0088'EDGECOMB, 0.05 MILE SOUTH OF THE JUNCTION OF A BLACK TOP ROAD LEADING
 OB0088'NORTHWEST, SET ON THE TOP AND 2 1/2 FEET NORTH OF THE SOUTH CORNER OF
 OB0088'A MASS OF EXPOSED BEDROCK PROJECTING 8 INCHES ABOVE THE LEVEL OF THE
 OB0088'GROUND, 23 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 49.6 FEET
 OB0088'SOUTH OF THE SOUTH END OF THE WEST CONCRETE HEAD WALL OF AN 18-INCH
 OB0088'PIPE CULVERT UNDER THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 OB0088'NOTE-- MARK MAY BE REACHED FROM THE POST OFFICE AT WISCASSET BY GOING
 OB0088'0.75 MILES EAST ALONG U. S. HIGHWAY 1, THENCE 1.6 MILES SOUTHEAST
 OB0088'ALONG A BLACK TOP ROAD, THENCE 0.05 MILE SOUTH ALONG STATE HIGHWAY 27
 OB0088'TO MARK ON RIGHT.
 OB0088
 OB0088                          STATION RECOVERY (1990)
 OB0088
 OB0088'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMW)
 OB0088'RECOVERED IN GOOD CONDITION.
 OB0088
 OB0088                          STATION RECOVERY (1991)
 OB0088
 OB0088'RECOVERY NOTE BY US POWER SQUADRON 1991 (FLC)
 OB0088'RECOVERED IN GOOD CONDITION.
 OB0088
 OB0088                          STATION RECOVERY (2002)
 OB0088
 OB0088'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMW)
 OB0088'FROM THE JCT. OF RT.1 AND RT.27 IN NORTH EDGECOMB TRAVEL SOUTH ON 27
 OB0088'ABOUT 1.4 MILES TO EDDY RD. ON THE RIGHT THEN 0.05 MILE TO THE MARK ON
 OB0088'THE RIGHT. THE REST OF THE DESCRIPTION IS CORRECT EXCEPT ABOUT THE
 OB0088'WICASSET APPROACH.
 OB0088
 OB0088                          STATION RECOVERY (2004)
 OB0088
 OB0088'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMW)
 OB0088'SAND USED IN WINTER USUALLY COVERS THE MARK BUT IT IS EASILY
 OB0088'UNCOVERED.
 OB0088
 OB0088                          STATION RECOVERY (2006)
 OB0088
 OB0088'RECOVERY NOTE BY US POWER SQUADRON 2006 (WTM)
 OB0088'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0067 ***********************************************************************
 OB0067  DESIGNATION -  R 154
 OB0067  PID         -  OB0067
 OB0067  STATE/COUNTY-  ME/LINCOLN
 OB0067  USGS QUAD   -  BRISTOL (1969)
 OB0067
 OB0067                         *CURRENT SURVEY CONTROL
 OB0067  ___________________________________________________________________
 OB0067* NAD 83(1986)-  43 58 54.     (N)    069 32 44.     (W)     SCALED    
 OB0067* NAVD 88     -        31.712  (meters)     104.04   (feet)  ADJUSTED  
 OB0067  ___________________________________________________________________
 OB0067  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 OB0067  DYNAMIC HT  -          31.709 (meters)     104.03  (feet)  COMP
 OB0067  MODELED GRAV-     980,525.2   (mgal)                       NAVD 88
 OB0067
 OB0067  VERT ORDER  -  SECOND    CLASS 0
 OB0067
 OB0067.The horizontal coordinates were scaled from a topographic map and have
 OB0067.an estimated accuracy of +/- 6 seconds.
 OB0067
 OB0067.The orthometric height was determined by differential leveling
 OB0067.and adjusted by the National Geodetic Survey in June 1991..
 OB0067
 OB0067.The geoid height was determined by GEOID03.
 OB0067
 OB0067.The dynamic height is computed by dividing the NAVD 88
 OB0067.geopotential number by the normal gravity value computed on the
 OB0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0067.degrees latitude (g = 980.6199 gals.).
 OB0067
 OB0067.The modeled gravity was interpolated from observed gravity values.
 OB0067
 OB0067;                    North         East    Units  Estimated Accuracy
 OB0067;SPC ME W     -   127,760.      949,830.      MT  (+/- 180 meters Scaled)
 OB0067
 OB0067                          SUPERSEDED SURVEY CONTROL
 OB0067
 OB0067  NGVD 29 (??/??/92)   31.921  (m)          104.73   (f) ADJ UNCH    2 0
 OB0067
 OB0067.Superseded values are not recommended for survey control.
 OB0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0067.See file dsdata.txt to determine how the superseded data were derived.
 OB0067
 OB0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ562699(NAD 83)
 OB0067_MARKER: DB = BENCH MARK DISK
 OB0067_SETTING: 80 = SET IN A BOULDER
 OB0067_SP_SET: BOULDER
 OB0067_STAMPING: R 154 1963
 OB0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OB0067+STABILITY: SURFACE MOTION
 OB0067
 OB0067  HISTORY     - Date     Condition        Report By
 OB0067  HISTORY     - 1963     MONUMENTED       CGS
 OB0067  HISTORY     - 20020719 GOOD             USPSQD
 OB0067
 OB0067                          STATION DESCRIPTION
 OB0067
 OB0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OB0067'4.1 MI SW FROM DAMARISCOTTA.
 OB0067'ABOUT 4.1 MILES SOUTHWEST ALONG STATE HIGHWAY 129 FROM THE SOUTH END
 OB0067'OF THE LARGE HIGHWAY BRIDGE OVER THE DAMARISCOTTA RIVER, 0.9 MILE
 OB0067'SOUTHWEST OF THE JUNCTION OF STATE HIGHWAY 129 AND 130, 0.35 MILE
 OB0067'NORTHEAST OF A CULVERT UNDER THE HIGHWAY FOR WILEY BROOK, SET ON THE
 OB0067'TOP OF A 12-BY-16 FOOT BURIED BOULDER PROJECTING 8 FEET ABOVE THE
 OB0067'GROUND, 27 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 28 FEET
 OB0067'SOUTHWEST OF TELEPHONE POLE NO. 7 - 131, 23 FEET NORTHWEST OF A
 OB0067'24-INCH PINE TREE WITH A PAINTED BLAZE, 6 1/2 FEET SOUTHWEST OF THE
 OB0067'NORTHEAST END OF THE BOULDER AND ABOUT 5 FEET ABOVE THE LEVEL OF THE
 OB0067'HIGHWAY.
 OB0067
 OB0067                          STATION RECOVERY (2002)
 OB0067
 OB0067'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAB)
 OB0067'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1096 ***********************************************************************
 PE1096  DESIGNATION -  R 155
 PE1096  PID         -  PE1096
 PE1096  STATE/COUNTY-  ME/LINCOLN
 PE1096  USGS QUAD   -  WALDOBORO WEST (1988)
 PE1096
 PE1096                         *CURRENT SURVEY CONTROL
 PE1096  ___________________________________________________________________
 PE1096* NAD 83(1986)-  44 01 25.     (N)    069 24 57.     (W)     SCALED    
 PE1096* NAVD 88     -        34.024  (meters)     111.63   (feet)  ADJUSTED  
 PE1096  ___________________________________________________________________
 PE1096  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 PE1096  DYNAMIC HT  -          34.021 (meters)     111.62  (feet)  COMP
 PE1096  MODELED GRAV-     980,521.1   (mgal)                       NAVD 88
 PE1096
 PE1096  VERT ORDER  -  SECOND    CLASS 0
 PE1096
 PE1096.The horizontal coordinates were scaled from a topographic map and have
 PE1096.an estimated accuracy of +/- 6 seconds.
 PE1096
 PE1096.The orthometric height was determined by differential leveling
 PE1096.and adjusted by the National Geodetic Survey in June 1991..
 PE1096
 PE1096.The geoid height was determined by GEOID03.
 PE1096
 PE1096.The dynamic height is computed by dividing the NAVD 88
 PE1096.geopotential number by the normal gravity value computed on the
 PE1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1096.degrees latitude (g = 980.6199 gals.).
 PE1096
 PE1096.The modeled gravity was interpolated from observed gravity values.
 PE1096
 PE1096;                    North         East    Units  Estimated Accuracy
 PE1096;SPC ME W     -   132,510.      960,200.      MT  (+/- 180 meters Scaled)
 PE1096
 PE1096                          SUPERSEDED SURVEY CONTROL
 PE1096
 PE1096  NGVD 29 (??/??/92)   34.232  (m)          112.31   (f) ADJ UNCH    2 0
 PE1096
 PE1096.Superseded values are not recommended for survey control.
 PE1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1096.See file dsdata.txt to determine how the superseded data were derived.
 PE1096
 PE1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ666745(NAD 83)
 PE1096_MARKER: DB = BENCH MARK DISK
 PE1096_SETTING: 66 = SET IN ROCK OUTCROP
 PE1096_SP_SET: BEDROCK
 PE1096_STAMPING: R 155 1963
 PE1096_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1096+STABILITY: POSITION/ELEVATION WELL
 PE1096
 PE1096  HISTORY     - Date     Condition        Report By
 PE1096  HISTORY     - 1963     MONUMENTED       CGS
 PE1096  HISTORY     - 20020726 GOOD             USPSQD
 PE1096
 PE1096                          STATION DESCRIPTION
 PE1096
 PE1096'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PE1096'6.8 MI N FROM ROUND POND.
 PE1096'ABOUT 6.8 MILES NORTH ALONG STATE HIGHWAY 32 FROM THE METHODIST
 PE1096'CHURCH AT ROUND POND, SET ON THE TOP OF A 7-BY-4-FOOT SLOPING
 PE1096'BEDROCK FLUSH WITH THE GROUND, 33 FEET SOUTHEAST OF THE CENTER
 PE1096'LINE OF THE HIGHWAY, 29 1/2 FEET SOUTH OF POWER LINE POLE NO.
 PE1096'76 - 170, 252 FEET NORTHEAST OF THE APPROXIMATE CENTER OF A
 PE1096'CURVE IN THE HIGHWAY AND 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 PE1096
 PE1096                          STATION RECOVERY (2002)
 PE1096
 PE1096'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMW)
 PE1096'THE POLE IS NOW NUMBERED 70. OTHERWISE RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0138 ***********************************************************************
 OB0138  DESIGNATION -  R 156
 OB0138  PID         -  OB0138
 OB0138  STATE/COUNTY-  ME/SAGADAHOC
 OB0138  USGS QUAD   -  BATH (1980)
 OB0138
 OB0138                         *CURRENT SURVEY CONTROL
 OB0138  ___________________________________________________________________
 OB0138* NAD 83(1986)-  43 53 59.     (N)    069 47 47.     (W)     SCALED    
 OB0138* NAVD 88     -         3.921  (meters)      12.86   (feet)  ADJUSTED  
 OB0138  ___________________________________________________________________
 OB0138  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 OB0138  DYNAMIC HT  -           3.921 (meters)      12.86  (feet)  COMP
 OB0138  MODELED GRAV-     980,524.5   (mgal)                       NAVD 88
 OB0138
 OB0138  VERT ORDER  -  SECOND    CLASS 0
 OB0138
 OB0138.The horizontal coordinates were scaled from a topographic map and have
 OB0138.an estimated accuracy of +/- 6 seconds.
 OB0138
 OB0138.The orthometric height was determined by differential leveling
 OB0138.and adjusted by the National Geodetic Survey in June 1991..
 OB0138
 OB0138.The geoid height was determined by GEOID03.
 OB0138
 OB0138.The dynamic height is computed by dividing the NAVD 88
 OB0138.geopotential number by the normal gravity value computed on the
 OB0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0138.degrees latitude (g = 980.6199 gals.).
 OB0138
 OB0138.The modeled gravity was interpolated from observed gravity values.
 OB0138
 OB0138;                    North         East    Units  Estimated Accuracy
 OB0138;SPC ME W     -   118,540.      929,750.      MT  (+/- 180 meters Scaled)
 OB0138
 OB0138                          SUPERSEDED SURVEY CONTROL
 OB0138
 OB0138  NGVD 29 (??/??/92)    4.129  (m)           13.55   (f) ADJ UNCH    2 0
 OB0138
 OB0138.Superseded values are not recommended for survey control.
 OB0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0138.See file dsdata.txt to determine how the superseded data were derived.
 OB0138
 OB0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ360610(NAD 83)
 OB0138_MARKER: DB = BENCH MARK DISK
 OB0138_SETTING: 66 = SET IN ROCK OUTCROP
 OB0138_SP_SET: BEDROCK
 OB0138_STAMPING: R 156 1963
 OB0138_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0138+STABILITY: POSITION/ELEVATION WELL
 OB0138
 OB0138  HISTORY     - Date     Condition        Report By
 OB0138  HISTORY     - 1963     MONUMENTED       CGS
 OB0138  HISTORY     - 1977     GOOD             LOCENG
 OB0138  HISTORY     - 19910412 MARK NOT FOUND   USPSQD
 OB0138  HISTORY     - 20040507 MARK NOT FOUND   USPSQD
 OB0138
 OB0138                          STATION DESCRIPTION
 OB0138
 OB0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OB0138'0.85 MI S FROM WOOLWICH.
 OB0138'ABOUT 0.85 MILE SOUTH ALONG STATE HIGHWAY 127 FROM THE SOUTHWEST END
 OB0138'OF THE STATE HIGHWAY 127 BRIDGE OVER THE MAINE CENTRAL RAILROAD AT
 OB0138'WOOLWICH, SET ON THE TOP AND AT THE HIGHEST PART OF A LARGE MASS OF
 OB0138'EXPOSED BEDROCK WHICH PROJECTS 1 FOOT ABOVE THE LEVEL OF THE GROUND,
 OB0138'49 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 90 FEET NORTH OF THE
 OB0138'CENTER LINE OF A DIM TRAIL, 53 FEET SOUTHWEST OF POWER LINE POLE NO.
 OB0138'59 AND ABOUT LEVEL WITH THE HIGHWAY SURFACE.
 OB0138
 OB0138                          STATION RECOVERY (1977)
 OB0138
 OB0138'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 OB0138'RECOVERED IN GOOD CONDITION.
 OB0138
 OB0138                          STATION RECOVERY (1991)
 OB0138
 OB0138'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OB0138'MARK NOT FOUND.
 OB0138
 OB0138                          STATION RECOVERY (2004)
 OB0138
 OB0138'RECOVERY NOTE BY US POWER SQUADRON 2004 (RDS)
 OB0138'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0354 ***********************************************************************
 OC0354  DESIGNATION -  R 157
 OC0354  PID         -  OC0354
 OC0354  STATE/COUNTY-  ME/YORK
 OC0354  USGS QUAD   -  NORTH BERWICK (1973)
 OC0354
 OC0354                         *CURRENT SURVEY CONTROL
 OC0354  ___________________________________________________________________
 OC0354* NAD 83(1986)-  43 18 16.     (N)    070 42 32.     (W)     SCALED    
 OC0354* NAVD 88     -        57.134  (meters)     187.45   (feet)  ADJUSTED  
 OC0354  ___________________________________________________________________
 OC0354  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 OC0354  DYNAMIC HT  -          57.125 (meters)     187.42  (feet)  COMP
 OC0354  MODELED GRAV-     980,452.0   (mgal)                       NAVD 88
 OC0354
 OC0354  VERT ORDER  -  FIRST     CLASS I
 OC0354
 OC0354.The horizontal coordinates were scaled from a topographic map and have
 OC0354.an estimated accuracy of +/- 6 seconds.
 OC0354
 OC0354.The orthometric height was determined by differential leveling
 OC0354.and adjusted by the National Geodetic Survey in June 1991..
 OC0354
 OC0354.The geoid height was determined by GEOID03.
 OC0354
 OC0354.The dynamic height is computed by dividing the NAVD 88
 OC0354.geopotential number by the normal gravity value computed on the
 OC0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0354.degrees latitude (g = 980.6199 gals.).
 OC0354
 OC0354.The modeled gravity was interpolated from observed gravity values.
 OC0354
 OC0354;                    North         East    Units  Estimated Accuracy
 OC0354;SPC ME W     -    52,480.      856,010.      MT  (+/- 180 meters Scaled)
 OC0354
 OC0354                          SUPERSEDED SURVEY CONTROL
 OC0354
 OC0354  NGVD 29 (??/??/92)   57.352  (m)          188.16   (f) ADJ UNCH    1 1
 OC0354
 OC0354.Superseded values are not recommended for survey control.
 OC0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0354.See file dsdata.txt to determine how the superseded data were derived.
 OC0354
 OC0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH614960(NAD 83)
 OC0354_MARKER: DB = BENCH MARK DISK
 OC0354_SETTING: 66 = SET IN ROCK OUTCROP
 OC0354_SP_SET: ROCK CUT
 OC0354_STAMPING: R 157 1966
 OC0354_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC0354+STABILITY: POSITION/ELEVATION WELL
 OC0354
 OC0354  HISTORY     - Date     Condition        Report By
 OC0354  HISTORY     - 1966     MONUMENTED       CGS
 OC0354  HISTORY     - 1978     GOOD             DOD
 OC0354  HISTORY     - 19880408 GOOD             USPSQD
 OC0354  HISTORY     - 1989     GOOD             USPSQD
 OC0354  HISTORY     - 19950910 GOOD             USPSQD
 OC0354
 OC0354                          STATION DESCRIPTION
 OC0354
 OC0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OC0354'1.6 MI E FROM NORTH BERWICK.
 OC0354'ABOUT 1.6 MILES EAST ALONG STATE HIGHWAY 9 FROM THE NORTH
 OC0354'JUNCTION OF STATE HIGHWAY 4 AT NORTH BERWICK, ABOUT 0.8 MILE
 OC0354'SOUTHEAST OF THE HIGHWAY OVERPASS OVER THE BOSTON AND MAINE
 OC0354'RAILROAD, ON THE WEST SLOPE OF A SLIGHT HILL, SET IN THE TOP
 OC0354'NEAR THE WEST END OF A ROCK CUT THAT IS ABOUT 25 FEET LONG
 OC0354'AND 3 FEET HIGH, 45 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 OC0354'AND ABOUT 5 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 OC0354
 OC0354                          STATION RECOVERY (1978)
 OC0354
 OC0354'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 OC0354'RECOVERED IN GOOD CONDITION.
 OC0354
 OC0354                          STATION RECOVERY (1988)
 OC0354
 OC0354'RECOVERY NOTE BY US POWER SQUADRON 1988 (RSR)
 OC0354'RECOVERED IN GOOD CONDITION.
 OC0354
 OC0354                          STATION RECOVERY (1989)
 OC0354
 OC0354'RECOVERY NOTE BY US POWER SQUADRON 1989 (RH)
 OC0354'RECOVERED IN GOOD CONDITION.
 OC0354
 OC0354                          STATION RECOVERY (1995)
 OC0354
 OC0354'RECOVERY NOTE BY US POWER SQUADRON 1995
 OC0354'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0717 ***********************************************************************
 PE0717  DESIGNATION -  R 158
 PE0717  PID         -  PE0717
 PE0717  STATE/COUNTY-  ME/SOMERSET
 PE0717  USGS QUAD   -  NEWPORT (1982)
 PE0717
 PE0717                         *CURRENT SURVEY CONTROL
 PE0717  ___________________________________________________________________
 PE0717* NAD 83(1986)-  44 49 58.     (N)    069 17 36.     (W)     SCALED    
 PE0717* NAVD 88     -        73.733  (meters)     241.91   (feet)  ADJUSTED  
 PE0717  ___________________________________________________________________
 PE0717  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 PE0717  DYNAMIC HT  -          73.730 (meters)     241.90  (feet)  COMP
 PE0717  MODELED GRAV-     980,576.1   (mgal)                       NAVD 88
 PE0717
 PE0717  VERT ORDER  -  FIRST     CLASS I
 PE0717
 PE0717.The horizontal coordinates were scaled from a topographic map and have
 PE0717.an estimated accuracy of +/- 6 seconds.
 PE0717
 PE0717.The orthometric height was determined by differential leveling
 PE0717.and adjusted by the National Geodetic Survey in June 1991..
 PE0717
 PE0717.The geoid height was determined by GEOID03.
 PE0717
 PE0717.The dynamic height is computed by dividing the NAVD 88
 PE0717.geopotential number by the normal gravity value computed on the
 PE0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0717.degrees latitude (g = 980.6199 gals.).
 PE0717
 PE0717.The modeled gravity was interpolated from observed gravity values.
 PE0717
 PE0717;                    North         East    Units  Estimated Accuracy
 PE0717;SPC ME W     -   222,520.      969,060.      MT  (+/- 180 meters Scaled)
 PE0717
 PE0717                          SUPERSEDED SURVEY CONTROL
 PE0717
 PE0717  NGVD 29 (??/??/92)   73.952  (m)          242.62   (f) ADJ UNCH    1 1
 PE0717
 PE0717.Superseded values are not recommended for survey control.
 PE0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0717.See file dsdata.txt to determine how the superseded data were derived.
 PE0717
 PE0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK768644(NAD 83)
 PE0717_MARKER: DB = BENCH MARK DISK
 PE0717_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE0717_SP_SET: OVERPASS
 PE0717_STAMPING: R 158 1966
 PE0717_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0717
 PE0717  HISTORY     - Date     Condition        Report By
 PE0717  HISTORY     - 1966     MONUMENTED       CGS
 PE0717  HISTORY     - 1978     POOR             DOD
 PE0717
 PE0717                          STATION DESCRIPTION
 PE0717
 PE0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE0717'0.6 MI SW FROM NEWPORT.
 PE0717'0.6 MILE SOUTHWEST ALONG STATE HIGHWAYS 100 AND 11 FROM THE
 PE0717'POST OFFICE AT NEWPORT, AT THE OVERPASS WHERE THE HIGHWAYS CROSS
 PE0717'OVER INTERSTATE 95, IN THE TOP NEAR THE NORTHEAST END OF THE
 PE0717'SOUTHEAST CONCRETE GUARD RAIL BASE, 18.0 FEET SOUTHEAST OF THE
 PE0717'CENTER LINE OF THE HIGHWAY, 12.0 FEET SOUTHWEST OF THE NORTHEAST
 PE0717'END OF THE BASE, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROADWAY.
 PE0717
 PE0717                          STATION RECOVERY (1978)
 PE0717
 PE0717'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE0717'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0401 ***********************************************************************
 PE0401  DESIGNATION -  R 159
 PE0401  PID         -  PE0401
 PE0401  STATE/COUNTY-  ME/PENOBSCOT
 PE0401  USGS QUAD   -  VEAZIE (1988)
 PE0401
 PE0401                         *CURRENT SURVEY CONTROL
 PE0401  ___________________________________________________________________
 PE0401* NAD 83(1986)-  44 46 12.     (N)    068 40 30.     (W)     SCALED    
 PE0401* NAVD 88     -        43.962  (meters)     144.23   (feet)  ADJUSTED  
 PE0401  ___________________________________________________________________
 PE0401  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 PE0401  DYNAMIC HT  -          43.960 (meters)     144.23  (feet)  COMP
 PE0401  MODELED GRAV-     980,571.0   (mgal)                       NAVD 88
 PE0401  OBS GRAVITY -     980,572.4   (mgal)                       GRAV_OBS
 PE0401
 PE0401  VERT ORDER  -  FIRST     CLASS I
 PE0401
 PE0401.The horizontal coordinates were scaled from a topographic map and have
 PE0401.an estimated accuracy of +/- 6 seconds.
 PE0401
 PE0401.The orthometric height was determined by differential leveling
 PE0401.and adjusted by the National Geodetic Survey in June 1991..
 PE0401
 PE0401.The geoid height was determined by GEOID03.
 PE0401
 PE0401.The dynamic height is computed by dividing the NAVD 88
 PE0401.geopotential number by the normal gravity value computed on the
 PE0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0401.degrees latitude (g = 980.6199 gals.).
 PE0401
 PE0401.The modeled gravity was interpolated from observed gravity values.
 PE0401.The observed gravity was obtained from relative gravimeter ties
 PE0401.to the IGSN71 gravity network.
 PE0401
 PE0401;                    North         East    Units  Estimated Accuracy
 PE0401;SPC ME E     -   122,600.      286,150.      MT  (+/- 180 meters Scaled)
 PE0401
 PE0401                          SUPERSEDED SURVEY CONTROL
 PE0401
 PE0401  NGVD 29 (??/??/92)   44.172  (m)          144.92   (f) ADJ UNCH    1 1
 PE0401
 PE0401.Superseded values are not recommended for survey control.
 PE0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0401.See file dsdata.txt to determine how the superseded data were derived.
 PE0401
 PE0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK257574(NAD 83)
 PE0401_MARKER: DB = BENCH MARK DISK
 PE0401_SETTING: 66 = SET IN ROCK OUTCROP
 PE0401_SP_SET: ROCK OUTCROP
 PE0401_STAMPING: R 159 1966
 PE0401_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0401+STABILITY: POSITION/ELEVATION WELL
 PE0401
 PE0401  HISTORY     - Date     Condition        Report By
 PE0401  HISTORY     - 1966     MONUMENTED       CGS
 PE0401  HISTORY     - 1978     GOOD             DMA
 PE0401  HISTORY     - 1985     GOOD             USPSQD
 PE0401
 PE0401                          STATION DESCRIPTION
 PE0401
 PE0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE0401'3.7 MI NW FROM EAST HOLDEN.
 PE0401'3.7 MILES NORTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE0401'CROSSING OF STATE HIGHWAY 46 AT EAST HOLDEN, ABOUT 0.1 MILE
 PE0401'NORTHWEST OF MILEPOST P144/C126, ABOUT 30 FEET SOUTH OF THE
 PE0401'SOUTH END OF FISHERS SIDING, IN THE TOP OF A ROCK THAT THE
 PE0401'EXPOSED PORTION IS ABOUT 6 FEET LONG AND PROJECTS 2 FEET, 12.5
 PE0401'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 1 1/2 FEET SOUTHWEST OF
 PE0401'THE NORTHEAST EDGE OF THE ROCK, AND ABOUT 1 1/2 FEET ABOVE THE
 PE0401'LEVEL OF THE TRACK.
 PE0401
 PE0401                          STATION RECOVERY (1978)
 PE0401
 PE0401'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PE0401'RECOVERED IN GOOD CONDITION.
 PE0401
 PE0401                          STATION RECOVERY (1985)
 PE0401
 PE0401'RECOVERY NOTE BY US POWER SQUADRON 1985
 PE0401'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0226 ***********************************************************************
 PF0226  DESIGNATION -  R 16
 PF0226  PID         -  PF0226
 PF0226  STATE/COUNTY-  ME/OXFORD
 PF0226  USGS QUAD   -  FRYEBURG (1989)
 PF0226
 PF0226                         *CURRENT SURVEY CONTROL
 PF0226  ___________________________________________________________________
 PF0226* NAD 83(1986)-  44 00 14.     (N)    070 59 38.     (W)     SCALED    
 PF0226* NAVD 88     -       135.477  (meters)     444.48   (feet)  ADJUSTED  
 PF0226  ___________________________________________________________________
 PF0226  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 PF0226  DYNAMIC HT  -         135.454 (meters)     444.40  (feet)  COMP
 PF0226  MODELED GRAV-     980,449.7   (mgal)                       NAVD 88
 PF0226
 PF0226  VERT ORDER  -  SECOND    CLASS 0
 PF0226
 PF0226.The horizontal coordinates were scaled from a topographic map and have
 PF0226.an estimated accuracy of +/- 6 seconds.
 PF0226
 PF0226.The orthometric height was determined by differential leveling
 PF0226.and adjusted by the National Geodetic Survey in June 1991..
 PF0226
 PF0226.The geoid height was determined by GEOID03.
 PF0226
 PF0226.The dynamic height is computed by dividing the NAVD 88
 PF0226.geopotential number by the normal gravity value computed on the
 PF0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0226.degrees latitude (g = 980.6199 gals.).
 PF0226
 PF0226.The modeled gravity was interpolated from observed gravity values.
 PF0226
 PF0226;                    North         East    Units  Estimated Accuracy
 PF0226;SPC ME W     -   130,380.      833,660.      MT  (+/- 180 meters Scaled)
 PF0226
 PF0226                          SUPERSEDED SURVEY CONTROL
 PF0226
 PF0226  NGVD 29 (??/??/92)  135.618  (m)          444.94   (f) ADJ UNCH    2 0
 PF0226
 PF0226.Superseded values are not recommended for survey control.
 PF0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0226.See file dsdata.txt to determine how the superseded data were derived.
 PF0226
 PF0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ401742(NAD 83)
 PF0226_MARKER: DB = BENCH MARK DISK
 PF0226_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PF0226_SP_SET: CHIMNEY FOUNDATION
 PF0226_STAMPING: R 16 1933
 PF0226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PF0226
 PF0226  HISTORY     - Date     Condition        Report By
 PF0226  HISTORY     - 1933     MONUMENTED       CGS
 PF0226  HISTORY     - 1964     GOOD             USGS
 PF0226  HISTORY     - 20040617 MARK NOT FOUND   GEOCAC
 PF0226
 PF0226                          STATION DESCRIPTION
 PF0226
 PF0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PF0226'0.9 MI W FROM FRYEBURG.
 PF0226'0.9 MILE WEST ALONG THE MAINE CENTRAL RAILROAD FROM THE STATION
 PF0226'AT FRYEBURG, ABOUT 1000 FEET EAST OF MILEPOST P 51, ABOUT 1250
 PF0226'FEET EAST OF STATE-LINE MARKERS 45 AND 46, 125 FEET NORTH OF THE
 PF0226'CENTERLINE OF U.S. HIGHWAY 302, AT THE EAST END OF A BUILDING,
 PF0226'IN THE TOP OF THE NORTH END OF THE CONCRETE FOUNDATION OF A
 PF0226'CHIMNEY, AND ABOUT 3 FEET ABOVE THE GROUND.
 PF0226
 PF0226                          STATION RECOVERY (1964)
 PF0226
 PF0226'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 PF0226'RECOVERED IN GOOD CONDITION.
 PF0226
 PF0226                          STATION RECOVERY (2004)
 PF0226
 PF0226'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 PF0226'THIS PROPERTY IS A CAMP OWNED BY THE FRYEBURG NEW CHURCH ASSEMBLY. THE
 PF0226'BUILDING WITH CHIMNEY HAS HAD AN ADDITION PUT ON SOMETIME IN THE LAST
 PF0226'40 YEARS AND THE CHIMNEY IS NOW ENCLOSED WITHIN THE HEART OF THE
 PF0226'BUILDING. THE MARK PROBABLY STILL EXISTS BUT IS USELESS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0658 ***********************************************************************
 PE0658  DESIGNATION -  R 160
 PE0658  PID         -  PE0658
 PE0658  STATE/COUNTY-  ME/PENOBSCOT
 PE0658  USGS QUAD   -  CARMEL (1982)
 PE0658
 PE0658                         *CURRENT SURVEY CONTROL
 PE0658  ___________________________________________________________________
 PE0658* NAD 83(1986)-  44 49 14.     (N)    069 06 52.     (W)     SCALED    
 PE0658* NAVD 88     -        70.207  (meters)     230.34   (feet)  ADJUSTED  
 PE0658  ___________________________________________________________________
 PE0658  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 PE0658  DYNAMIC HT  -          70.204 (meters)     230.33  (feet)  COMP
 PE0658  MODELED GRAV-     980,572.7   (mgal)                       NAVD 88
 PE0658
 PE0658  VERT ORDER  -  FIRST     CLASS I
 PE0658
 PE0658.The horizontal coordinates were scaled from a topographic map and have
 PE0658.an estimated accuracy of +/- 6 seconds.
 PE0658
 PE0658.The orthometric height was determined by differential leveling
 PE0658.and adjusted by the National Geodetic Survey in June 1991..
 PE0658
 PE0658.The geoid height was determined by GEOID03.
 PE0658
 PE0658.The dynamic height is computed by dividing the NAVD 88
 PE0658.geopotential number by the normal gravity value computed on the
 PE0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0658.degrees latitude (g = 980.6199 gals.).
 PE0658
 PE0658.The modeled gravity was interpolated from observed gravity values.
 PE0658
 PE0658;                    North         East    Units  Estimated Accuracy
 PE0658;SPC ME E     -   128,390.      251,410.      MT  (+/- 180 meters Scaled)
 PE0658
 PE0658                          SUPERSEDED SURVEY CONTROL
 PE0658
 PE0658  NGVD 29 (??/??/92)   70.426  (m)          231.06   (f) ADJ UNCH    1 1
 PE0658
 PE0658.Superseded values are not recommended for survey control.
 PE0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0658.See file dsdata.txt to determine how the superseded data were derived.
 PE0658
 PE0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK909630(NAD 83)
 PE0658_MARKER: DB = BENCH MARK DISK
 PE0658_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PE0658_SP_SET: 10.0 FEET
 PE0658_STAMPING: R 160 1966
 PE0658_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0658
 PE0658  HISTORY     - Date     Condition        Report By
 PE0658  HISTORY     - 1966     MONUMENTED       CGS
 PE0658  HISTORY     - 1978     GOOD             DOD
 PE0658  HISTORY     - 1984     GOOD             USPSQD
 PE0658  HISTORY     - 1988     GOOD             USPSQD
 PE0658
 PE0658                          STATION DESCRIPTION
 PE0658
 PE0658'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE0658'3.8 MI W FROM CARMEL.
 PE0658'3.8 MILES WEST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE0658'OVERPASS CROSSING OF U.S. HIGHWAY 2 AT CARMEL, ABOUT 0.1 MILE
 PE0658'WEST OF MILEPOST V143/P118, AT THE SMALL VILLAGE OF ETNA, 34
 PE0658'FEET SOUTHWEST OF THE CENTER OF THE CROSSING OF A BLACK
 PE0658'TOPPED ROAD, 18.5 FEET SOUTH OF THE SOUTH RAIL, 21 FEET
 PE0658'WEST OF THE CENTER LINE OF THE ROAD, 1 1/2 FEET EAST OF A
 PE0658'TELEPHONE POLE, 1.1 FEET NORTH OF A METAL WITNESS POST, ABOUT
 PE0658'1 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND IS A DISK ON TOP OF
 PE0658'A COPPER COATED STEEL ROD PROJECTING 0.2 FOOT AND PROTECTED
 PE0658'BY A 6-INCH IRON PIPE PROJECTING 0.5 FOOT.  THE ROD WAS DRIVEN
 PE0658'TO REFUSAL AT A DEPTH OF 10.0 FEET.
 PE0658
 PE0658                          STATION RECOVERY (1978)
 PE0658
 PE0658'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE0658'RECOVERED IN GOOD CONDITION.
 PE0658
 PE0658                          STATION RECOVERY (1984)
 PE0658
 PE0658'RECOVERY NOTE BY US POWER SQUADRON 1984
 PE0658'RECOVERED IN GOOD CONDITION.
 PE0658
 PE0658                          STATION RECOVERY (1988)
 PE0658
 PE0658'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE0658'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0234 ***********************************************************************
 OC0234  DESIGNATION -  R 161
 OC0234  PID         -  OC0234
 OC0234  STATE/COUNTY-  ME/YORK
 OC0234  USGS QUAD   -  BIDDEFORD (1975)
 OC0234
 OC0234                         *CURRENT SURVEY CONTROL
 OC0234  ___________________________________________________________________
 OC0234* NAD 83(1986)-  43 29 20.     (N)    070 27 58.     (W)     SCALED    
 OC0234* NAVD 88     -        34.183  (meters)     112.15   (feet)  ADJUSTED  
 OC0234  ___________________________________________________________________
 OC0234  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 OC0234  DYNAMIC HT  -          34.179 (meters)     112.14  (feet)  COMP
 OC0234  MODELED GRAV-     980,486.9   (mgal)                       NAVD 88
 OC0234
 OC0234  VERT ORDER  -  FIRST     CLASS I
 OC0234
 OC0234.The horizontal coordinates were scaled from a topographic map and have
 OC0234.an estimated accuracy of +/- 6 seconds.
 OC0234
 OC0234.The orthometric height was determined by differential leveling
 OC0234.and adjusted by the National Geodetic Survey in June 1991..
 OC0234
 OC0234.The geoid height was determined by GEOID03.
 OC0234
 OC0234.The dynamic height is computed by dividing the NAVD 88
 OC0234.geopotential number by the normal gravity value computed on the
 OC0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0234.degrees latitude (g = 980.6199 gals.).
 OC0234
 OC0234.The modeled gravity was interpolated from observed gravity values.
 OC0234
 OC0234;                    North         East    Units  Estimated Accuracy
 OC0234;SPC ME W     -    72,870.      875,780.      MT  (+/- 180 meters Scaled)
 OC0234
 OC0234                          SUPERSEDED SURVEY CONTROL
 OC0234
 OC0234  NGVD 29 (??/??/92)   34.410  (m)          112.89   (f) ADJ UNCH    1 1
 OC0234
 OC0234.Superseded values are not recommended for survey control.
 OC0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0234.See file dsdata.txt to determine how the superseded data were derived.
 OC0234
 OC0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ814161(NAD 83)
 OC0234_MARKER: DB = BENCH MARK DISK
 OC0234_SETTING: 66 = SET IN ROCK OUTCROP
 OC0234_SP_SET: ROCK LEDGE
 OC0234_STAMPING: R 161 1966
 OC0234_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC0234+STABILITY: POSITION/ELEVATION WELL
 OC0234
 OC0234  HISTORY     - Date     Condition        Report By
 OC0234  HISTORY     - 1966     MONUMENTED       CGS
 OC0234  HISTORY     - 1978     GOOD             DOD
 OC0234
 OC0234                          STATION DESCRIPTION
 OC0234
 OC0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OC0234'AT BIDDEFORD.
 OC0234'AT BIDDEFORD, ABOUT 0.55 MILE NORTHEAST ALONG U.S. HIGHWAY 1 FROM
 OC0234'THE INTERSECTION OF STATE HIGHWAY 111, 268 FEET NORTHWEST ALONG
 OC0234'LAMOTHE AVE. FROM THE JUNCTION OF U.S. HIGHWAY 1, IN THE TOP OF
 OC0234'A 3-BY-11-FOOT ROCK LEDGE ABOUT FLUSH WITH THE GROUND, 44 FEET
 OC0234'SOUTH OF THE SOUTH CORNER OF GARAGE FOR HOUSE AT NO. 10 LAMOTHE
 OC0234'AVENUE, 28 FEET NORTHEAST OF THE CENTER LINE OF THE AVENUE, AND
 OC0234'ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 OC0234
 OC0234                          STATION RECOVERY (1978)
 OC0234
 OC0234'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 OC0234'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0095 ***********************************************************************
 OC0095  DESIGNATION -  R 162
 OC0095  PID         -  OC0095
 OC0095  STATE/COUNTY-  ME/CUMBERLAND
 OC0095  USGS QUAD   -  PROUTS NECK (1978)
 OC0095
 OC0095                         *CURRENT SURVEY CONTROL
 OC0095  ___________________________________________________________________
 OC0095* NAD 83(1986)-  43 36 16.     (N)    070 18 15.     (W)     SCALED    
 OC0095* NAVD 88     -        10.663  (meters)      34.98   (feet)  ADJUSTED  
 OC0095  ___________________________________________________________________
 OC0095  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 OC0095  DYNAMIC HT  -          10.662 (meters)      34.98  (feet)  COMP
 OC0095  MODELED GRAV-     980,501.0   (mgal)                       NAVD 88
 OC0095
 OC0095  VERT ORDER  -  FIRST     CLASS I
 OC0095
 OC0095.The horizontal coordinates were scaled from a topographic map and have
 OC0095.an estimated accuracy of +/- 6 seconds.
 OC0095
 OC0095.The orthometric height was determined by differential leveling
 OC0095.and adjusted by the National Geodetic Survey in June 1991..
 OC0095
 OC0095.The geoid height was determined by GEOID03.
 OC0095
 OC0095.The dynamic height is computed by dividing the NAVD 88
 OC0095.geopotential number by the normal gravity value computed on the
 OC0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0095.degrees latitude (g = 980.6199 gals.).
 OC0095
 OC0095.The modeled gravity was interpolated from observed gravity values.
 OC0095
 OC0095;                    North         East    Units  Estimated Accuracy
 OC0095;SPC ME W     -    85,670.      888,900.      MT  (+/- 180 meters Scaled)
 OC0095
 OC0095                          SUPERSEDED SURVEY CONTROL
 OC0095
 OC0095  NGVD 29 (??/??/92)   10.887  (m)           35.72   (f) ADJ UNCH    1 1
 OC0095
 OC0095.Superseded values are not recommended for survey control.
 OC0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0095.See file dsdata.txt to determine how the superseded data were derived.
 OC0095
 OC0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ947287(NAD 83)
 OC0095_MARKER: DB = BENCH MARK DISK
 OC0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OC0095_STAMPING: R 162 1966
 OC0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC0095+STABILITY: SURFACE MOTION
 OC0095
 OC0095  HISTORY     - Date     Condition        Report By
 OC0095  HISTORY     - 1966     MONUMENTED       CGS
 OC0095  HISTORY     - 1978     MARK NOT FOUND   DOD
 OC0095
 OC0095                          STATION DESCRIPTION
 OC0095
 OC0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OC0095'2.8 MI NE FROM SCARBOROUGH.
 OC0095'ABOUT 2.1 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE POST
 OC0095'OFFICE AT SCARBOROUGH, THENCE ABOUT 0.75 MILE SOUTHEAST ALONG
 OC0095'PLEASANT HILL ROAD, AT THE PORT O MAINE AIRPORT, AT THE
 OC0095'SOUTHEAST CORNER OF THE NORTH-SOUTH RUNWAY (ONLY RUNWAY PRESENTLY
 OC0095'IN USE) 145 FEET NORTHEAST OF THE CENTER LINE OF PLEASANT HILL
 OC0095'ROAD, 126 FEET EAST OF A FIRE HYDRANT, 100 FEET EAST CORNER OF
 OC0095'THE CENTER LINE OF THE RUNWAY, 25 FEET NORTHWEST OF THE CENTER
 OC0095'LINE OF A DIRT ROAD, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY
 OC0095'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
 OC0095
 OC0095                          STATION RECOVERY (1978)
 OC0095
 OC0095'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 OC0095'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0048 ***********************************************************************
 OC0048  DESIGNATION -  R 163
 OC0048  PID         -  OC0048
 OC0048  STATE/COUNTY-  ME/CUMBERLAND
 OC0048  USGS QUAD   -  YARMOUTH (1975)
 OC0048
 OC0048                         *CURRENT SURVEY CONTROL
 OC0048  ___________________________________________________________________
 OC0048* NAD 83(1986)-  43 52 28.     (N)    070 13 43.     (W)     SCALED    
 OC0048* NAVD 88     -        38.456  (meters)     126.17   (feet)  ADJUSTED  
 OC0048  ___________________________________________________________________
 OC0048  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 OC0048  DYNAMIC HT  -          38.451 (meters)     126.15  (feet)  COMP
 OC0048  MODELED GRAV-     980,500.9   (mgal)                       NAVD 88
 OC0048
 OC0048  VERT ORDER  -  FIRST     CLASS I
 OC0048
 OC0048.The horizontal coordinates were scaled from a topographic map and have
 OC0048.an estimated accuracy of +/- 6 seconds.
 OC0048
 OC0048.The orthometric height was determined by differential leveling
 OC0048.and adjusted by the National Geodetic Survey in June 1991..
 OC0048
 OC0048.The geoid height was determined by GEOID03.
 OC0048
 OC0048.The dynamic height is computed by dividing the NAVD 88
 OC0048.geopotential number by the normal gravity value computed on the
 OC0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0048.degrees latitude (g = 980.6199 gals.).
 OC0048
 OC0048.The modeled gravity was interpolated from observed gravity values.
 OC0048
 OC0048;                    North         East    Units  Estimated Accuracy
 OC0048;SPC ME W     -   115,670.      895,020.      MT  (+/- 180 meters Scaled)
 OC0048
 OC0048                          SUPERSEDED SURVEY CONTROL
 OC0048
 OC0048  NGVD 29 (??/??/92)   38.651  (m)          126.81   (f) ADJ UNCH    1 1
 OC0048
 OC0048.Superseded values are not recommended for survey control.
 OC0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0048.See file dsdata.txt to determine how the superseded data were derived.
 OC0048
 OC0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ012586(NAD 83)
 OC0048_MARKER: DB = BENCH MARK DISK
 OC0048_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC0048_SP_SET: ABUTMENT
 OC0048_STAMPING: R 163 1966
 OC0048_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC0048
 OC0048  HISTORY     - Date     Condition        Report By
 OC0048  HISTORY     - 1966     MONUMENTED       CGS
 OC0048  HISTORY     - 1978     GOOD             DOD
 OC0048
 OC0048                          STATION DESCRIPTION
 OC0048
 OC0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OC0048'1.2 MI N FROM DUNNS.
 OC0048'ABOUT 1.25 MILES NORTH ALONG THE CANADIAN NATIONAL RAILWAY
 OC0048'FROM THE CROSSING OF STATE HIGHWAY 9 AT DUNNS, 0.9 MILE NORTH
 OC0048'OF BRIDGE OVER CHANDLER RIVER, NEAR MILEPOST 16.7, IN THE TOP
 OC0048'OF THE WEST END OF THE NORTH (CONCRETE PORTION) ABUTMENT OF A
 OC0048'SMALL OVERPASS OVER A WOODS ROAD, 7.2 FEET WEST OF THE WEST
 OC0048'RAIL, AND ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK.
 OC0048
 OC0048                          STATION RECOVERY (1978)
 OC0048
 OC0048'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 OC0048'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0100 ***********************************************************************
 PF0100  DESIGNATION -  R 164
 PF0100  PID         -  PF0100
 PF0100  STATE/COUNTY-  ME/ANDROSCOGGIN
 PF0100  USGS QUAD   -  LEWISTON (1979)
 PF0100
 PF0100                         *CURRENT SURVEY CONTROL
 PF0100  ___________________________________________________________________
 PF0100* NAD 83(1986)-  44 05 53.     (N)    070 13 41.     (W)     SCALED    
 PF0100* NAVD 88     -        58.945  (meters)     193.39   (feet)  ADJUSTED  
 PF0100  ___________________________________________________________________
 PF0100  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 PF0100  DYNAMIC HT  -          58.939 (meters)     193.37  (feet)  COMP
 PF0100  MODELED GRAV-     980,509.2   (mgal)                       NAVD 88
 PF0100
 PF0100  VERT ORDER  -  FIRST     CLASS I
 PF0100
 PF0100.The horizontal coordinates were scaled from a topographic map and have
 PF0100.an estimated accuracy of +/- 6 seconds.
 PF0100
 PF0100.The orthometric height was determined by differential leveling
 PF0100.and adjusted by the National Geodetic Survey in June 1991..
 PF0100
 PF0100.The geoid height was determined by GEOID03.
 PF0100
 PF0100.The dynamic height is computed by dividing the NAVD 88
 PF0100.geopotential number by the normal gravity value computed on the
 PF0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0100.degrees latitude (g = 980.6199 gals.).
 PF0100
 PF0100.The modeled gravity was interpolated from observed gravity values.
 PF0100
 PF0100;                    North         East    Units  Estimated Accuracy
 PF0100;SPC ME W     -   140,510.      895,090.      MT  (+/- 180 meters Scaled)
 PF0100
 PF0100                          SUPERSEDED SURVEY CONTROL
 PF0100
 PF0100  NGVD 29 (??/??/92)   59.133  (m)          194.01   (f) ADJ UNCH    1 1
 PF0100
 PF0100.Superseded values are not recommended for survey control.
 PF0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0100.See file dsdata.txt to determine how the superseded data were derived.
 PF0100
 PF0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ017834(NAD 83)
 PF0100_MARKER: DB = BENCH MARK DISK
 PF0100_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PF0100_SP_SET: BUILDING
 PF0100_STAMPING: R 164 1966
 PF0100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0100
 PF0100  HISTORY     - Date     Condition        Report By
 PF0100  HISTORY     - 1966     MONUMENTED       CGS
 PF0100  HISTORY     - 1978     GOOD             DOD
 PF0100  HISTORY     - 20040507 GOOD             USPSQD
 PF0100  HISTORY     - 20060505 MARK NOT FOUND   USPSQD
 PF0100
 PF0100                          STATION DESCRIPTION
 PF0100
 PF0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PF0100'AT AUBURN.
 PF0100'AT AUBURN, NEAR THE INTERSECTION OF SPRING AND SCHOOL STREETS, AT
 PF0100'THE AUBURN CITY BUILDING, SET VERTICALLY IN THE SOUTHEAST FACE
 PF0100'NEAR THE EAST CORNER OF THE BRICK BUILDING, 123.5 FEET NORTHWEST
 PF0100'OF THE NORTHWEST CURB OF SPRING STREET, 29.0 FEET SOUTHWEST
 PF0100'OF THE SOUTHWEST CURB OF SCHOOL STREET, 139 FEET SOUTH OF THE
 PF0100'SOUTH RAIL OF THE MAINE CENTRAL RAILROAD, AND ABOUT 2.2 FEET ABOVE
 PF0100'THE LEVEL OF THE GROUND.
 PF0100
 PF0100                          STATION RECOVERY (1978)
 PF0100
 PF0100'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PF0100'RECOVERED IN GOOD CONDITION.
 PF0100
 PF0100                          STATION RECOVERY (2004)
 PF0100
 PF0100'RECOVERY NOTE BY US POWER SQUADRON 2004 (BRT)
 PF0100'RECOVERED HOWEVER CITY HALL BUILDING IS AT 45 SPRING STREET AT THE
 PF0100'CORNER OF WHAT IS NOW CALLED LIBRARY AVENUE.
 PF0100
 PF0100                          STATION RECOVERY (2006)
 PF0100
 PF0100'RECOVERY NOTE BY US POWER SQUADRON 2006 (AMW)
 PF0100'THE CITY HALL IS NO LONGER AT THE LOCATION DESCRIBED. THE LIBRARY WAS
 PF0100'EXPANDED, NEW STRUCTURE, INTO THE LOCATION IN 2004 AND 2005. THE MARK
 PF0100'IS PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1142 ***********************************************************************
 PE1142  DESIGNATION -  R 165
 PE1142  PID         -  PE1142
 PE1142  STATE/COUNTY-  ME/KENNEBEC
 PE1142  USGS QUAD   -  BELGRADE (1980)
 PE1142
 PE1142                         *CURRENT SURVEY CONTROL
 PE1142  ___________________________________________________________________
 PE1142* NAD 83(1986)-  44 28 16.     (N)    069 48 35.     (W)     SCALED    
 PE1142* NAVD 88     -        76.866  (meters)     252.18   (feet)  ADJUSTED  
 PE1142  ___________________________________________________________________
 PE1142  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 PE1142  DYNAMIC HT  -          76.860 (meters)     252.16  (feet)  COMP
 PE1142  MODELED GRAV-     980,534.7   (mgal)                       NAVD 88
 PE1142  OBS GRAVITY -     980,541.1   (mgal)                       GRAV_OBS
 PE1142
 PE1142  VERT ORDER  -  FIRST     CLASS I
 PE1142
 PE1142.The horizontal coordinates were scaled from a topographic map and have
 PE1142.an estimated accuracy of +/- 6 seconds.
 PE1142
 PE1142.The orthometric height was determined by differential leveling
 PE1142.and adjusted by the National Geodetic Survey in June 1991..
 PE1142
 PE1142.The geoid height was determined by GEOID03.
 PE1142
 PE1142.The dynamic height is computed by dividing the NAVD 88
 PE1142.geopotential number by the normal gravity value computed on the
 PE1142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1142.degrees latitude (g = 980.6199 gals.).
 PE1142
 PE1142.The modeled gravity was interpolated from observed gravity values.
 PE1142.The observed gravity was obtained from relative gravimeter ties
 PE1142.to the IGSN71 gravity network.
 PE1142
 PE1142;                    North         East    Units  Estimated Accuracy
 PE1142;SPC ME W     -   182,020.      928,400.      MT  (+/- 180 meters Scaled)
 PE1142
 PE1142                          SUPERSEDED SURVEY CONTROL
 PE1142
 PE1142  NGVD 29 (??/??/92)   77.057  (m)          252.81   (f) ADJ UNCH    1 1
 PE1142
 PE1142.Superseded values are not recommended for survey control.
 PE1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1142.See file dsdata.txt to determine how the superseded data were derived.
 PE1142
 PE1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK355245(NAD 83)
 PE1142_MARKER: DB = BENCH MARK DISK
 PE1142_SETTING: 66 = SET IN ROCK OUTCROP
 PE1142_SP_SET: BOULDER
 PE1142_STAMPING: R 165 1966
 PE1142_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1142+STABILITY: POSITION/ELEVATION WELL
 PE1142
 PE1142  HISTORY     - Date     Condition        Report By
 PE1142  HISTORY     - 1966     MONUMENTED       CGS
 PE1142  HISTORY     - 1978     GOOD             DOD
 PE1142
 PE1142                          STATION DESCRIPTION
 PE1142
 PE1142'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE1142'2.2 MI NE FROM BELGRADE.
 PE1142'ABOUT 2.2 MILES NORTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM
 PE1142'THE CROSSING OF STATE HIGHWAY 11 AT BELGRADE, ABOUT 0.3 MILE
 PE1142'NORTHEAST OF MILEPOST P72/V182, NEAR THE CROSSING OF A PRIVATE
 PE1142'ROAD LEADING TO SOME FISHING CAMPS, IN THE TOP OF A EMBEDDED
 PE1142'BOULDER THAT THE EXPOSED PORTION IS ABOUT 6-BY-10-FOOT AND
 PE1142'PROJECTS ABOUT 4 FEET, 202 FEET SOUTHEAST OF THE SOUTHEAST RAIL
 PE1142'OF THE MAIN TRACK, 72 FEET NORTHEAST OF THE CENTER LINE OF THE
 PE1142'ROAD, 24 FEET WEST OF THE WEST CORNER OF CABIN NO. 8, 47.5 FEET
 PE1142'SOUTH OF THE SOUTH CORNER OF CABIN NO. 9, AND ABOUT 4 FEET ABOVE
 PE1142'THE LEVEL OF THE GROUND.
 PE1142
 PE1142                          STATION RECOVERY (1978)
 PE1142
 PE1142'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE1142'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0122 ***********************************************************************
 PF0122  DESIGNATION -  R 166
 PF0122  PID         -  PF0122
 PF0122  STATE/COUNTY-  ME/ANDROSCOGGIN
 PF0122  USGS QUAD   -  MONMOUTH (1979)
 PF0122
 PF0122                         *CURRENT SURVEY CONTROL
 PF0122  ___________________________________________________________________
 PF0122* NAD 83(1986)-  44 12 23.     (N)    070 04 43.     (W)     SCALED    
 PF0122* NAVD 88     -        82.418  (meters)     270.40   (feet)  ADJUSTED  
 PF0122  ___________________________________________________________________
 PF0122  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 PF0122  DYNAMIC HT  -          82.409 (meters)     270.37  (feet)  COMP
 PF0122  MODELED GRAV-     980,511.4   (mgal)                       NAVD 88
 PF0122  OBS GRAVITY -     980,517.0   (mgal)                       GRAV_OBS
 PF0122
 PF0122  VERT ORDER  -  FIRST     CLASS I
 PF0122
 PF0122.The horizontal coordinates were scaled from a topographic map and have
 PF0122.an estimated accuracy of +/- 6 seconds.
 PF0122
 PF0122.The orthometric height was determined by differential leveling
 PF0122.and adjusted by the National Geodetic Survey in June 1991..
 PF0122
 PF0122.The geoid height was determined by GEOID03.
 PF0122
 PF0122.The dynamic height is computed by dividing the NAVD 88
 PF0122.geopotential number by the normal gravity value computed on the
 PF0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0122.degrees latitude (g = 980.6199 gals.).
 PF0122
 PF0122.The modeled gravity was interpolated from observed gravity values.
 PF0122.The observed gravity was obtained from relative gravimeter ties
 PF0122.to the IGSN71 gravity network.
 PF0122
 PF0122;                    North         East    Units  Estimated Accuracy
 PF0122;SPC ME W     -   152,550.      907,040.      MT  (+/- 180 meters Scaled)
 PF0122
 PF0122                          SUPERSEDED SURVEY CONTROL
 PF0122
 PF0122  NGVD 29 (??/??/92)   82.602  (m)          271.00   (f) ADJ UNCH    1 1
 PF0122
 PF0122.Superseded values are not recommended for survey control.
 PF0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0122.See file dsdata.txt to determine how the superseded data were derived.
 PF0122
 PF0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ138953(NAD 83)
 PF0122_MARKER: DB = BENCH MARK DISK
 PF0122_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PF0122_SP_SET: ABUTMENT
 PF0122_STAMPING: R 166 1966
 PF0122_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0122
 PF0122  HISTORY     - Date     Condition        Report By
 PF0122  HISTORY     - 1966     MONUMENTED       CGS
 PF0122  HISTORY     - 1978     GOOD             DOD
 PF0122  HISTORY     - 19920724 GOOD             USPSQD
 PF0122
 PF0122                          STATION DESCRIPTION
 PF0122
 PF0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PF0122'3.4 MI SW FROM MONMOUTH.
 PF0122'ABOUT 3.4 MILES SOUTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM
 PF0122'THE CROSSING OF STATE HIGHWAY 132 AT MONMOUTH, ABOUT 0.35 MILE
 PF0122'SOUTHWEST OF MILEPOST P 48/V206, AT THE SMALL VILLAGE OF LEEDS
 PF0122'JUNCTION, NEAR A BLACK TOPPED ROAD CROSSING, AT THE RAILROAD
 PF0122'BRIDGE OVER THE DEAD RIVER, IN THE TOP OF THE SOUTHEAST END OF THE
 PF0122'SOUTHWEST STONE ABUTMENT OF THE BRIDGE, 6.7 FEET SOUTHEAST OF THE
 PF0122'SOUTHEASTERN-MOST RAIL, AND ABOUT 1/2 FOOT BELOW THE LEVEL OF THE
 PF0122'TRACK.
 PF0122
 PF0122                          STATION RECOVERY (1978)
 PF0122
 PF0122'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PF0122'RECOVERED IN GOOD CONDITION.
 PF0122
 PF0122                          STATION RECOVERY (1992)
 PF0122
 PF0122'RECOVERY NOTE BY US POWER SQUADRON 1992 (AMW)
 PF0122'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0122 ***********************************************************************
 PD0122  DESIGNATION -  R 167
 PD0122  PID         -  PD0122
 PD0122  STATE/COUNTY-  ME/WASHINGTON
 PD0122  USGS QUAD   -  MACHIAS (1977)
 PD0122
 PD0122                         *CURRENT SURVEY CONTROL
 PD0122  ___________________________________________________________________
 PD0122* NAD 83(1986)-  44 43 07.     (N)    067 27 52.     (W)     SCALED    
 PD0122* NAVD 88     -        17.831  (meters)      58.50   (feet)  ADJUSTED  
 PD0122  ___________________________________________________________________
 PD0122  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 PD0122  DYNAMIC HT  -          17.830 (meters)      58.50  (feet)  COMP
 PD0122  MODELED GRAV-     980,589.6   (mgal)                       NAVD 88
 PD0122  OBS GRAVITY -     980,591.3   (mgal)                       GRAV_OBS
 PD0122
 PD0122  VERT ORDER  -  FIRST     CLASS I
 PD0122
 PD0122.The horizontal coordinates were scaled from a topographic map and have
 PD0122.an estimated accuracy of +/- 6 seconds.
 PD0122
 PD0122.The orthometric height was determined by differential leveling
 PD0122.and adjusted by the National Geodetic Survey in June 1991..
 PD0122
 PD0122.The geoid height was determined by GEOID03.
 PD0122
 PD0122.The dynamic height is computed by dividing the NAVD 88
 PD0122.geopotential number by the normal gravity value computed on the
 PD0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0122.degrees latitude (g = 980.6199 gals.).
 PD0122
 PD0122.The modeled gravity was interpolated from observed gravity values.
 PD0122.The observed gravity was obtained from relative gravimeter ties
 PD0122.to the IGSN71 gravity network.
 PD0122
 PD0122;                    North         East    Units  Estimated Accuracy
 PD0122;SPC ME E     -   117,400.      382,040.      MT  (+/- 180 meters Scaled)
 PD0122
 PD0122                          SUPERSEDED SURVEY CONTROL
 PD0122
 PD0122  NGVD 29 (??/??/92)   18.041  (m)           59.19   (f) ADJ UNCH    1 1
 PD0122
 PD0122.Superseded values are not recommended for survey control.
 PD0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0122.See file dsdata.txt to determine how the superseded data were derived.
 PD0122
 PD0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK216528(NAD 83)
 PD0122_MARKER: DB = BENCH MARK DISK
 PD0122_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PD0122_SP_SET: GRANITE CAPSTONE
 PD0122_STAMPING: R 167 1966
 PD0122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PD0122
 PD0122  HISTORY     - Date     Condition        Report By
 PD0122  HISTORY     - 1966     MONUMENTED       CGS
 PD0122  HISTORY     - 1973     GOOD             MEDT
 PD0122  HISTORY     - 1978     GOOD             DMA
 PD0122
 PD0122                          STATION DESCRIPTION
 PD0122
 PD0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PD0122'0.6 MI W FROM MACHIAS.
 PD0122'0.6 MILE WEST ALONG THE MAINE CENTRAL RAILROAD FROM THE STATION
 PD0122'AT MACHIAS, 57 FEET NORTHWEST OF THE CENTER OF CROSSING OF
 PD0122'STATE HIGHWAY 192, 25 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 PD0122'16.7 FEET NORTH OF THE NORTH RAIL OF THE TRACK, IN TOP OF THE
 PD0122'NORTH END OF THE TOP GRANITE CAP STONE FOR THE WEST STONE
 PD0122'ABUTMENT (THE ABUTMENT IS ALL THAT REMAINS OF A FORMER OVERPASS
 PD0122'OF THE RAILROAD OVER STATE HIGHWAY 192, THE AREA HAS BEEN
 PD0122'FILLED AND IS NOW A CROSSING), AND ABOUT 2 1/2 FEET LOWER THAN
 PD0122'THE TRACK.
 PD0122
 PD0122                          STATION RECOVERY (1973)
 PD0122
 PD0122'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1973
 PD0122'RECOVERED IN GOOD CONDITION.
 PD0122
 PD0122                          STATION RECOVERY (1978)
 PD0122
 PD0122'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PD0122'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0333 ***********************************************************************
 PD0333  DESIGNATION -  R 168
 PD0333  PID         -  PD0333
 PD0333  STATE/COUNTY-  ME/WASHINGTON
 PD0333  USGS QUAD   -  HARRINGTON (1975)
 PD0333
 PD0333                         *CURRENT SURVEY CONTROL
 PD0333  ___________________________________________________________________
 PD0333* NAD 83(1986)-  44 37 04.     (N)    067 48 41.     (W)     SCALED    
 PD0333* NAVD 88     -         4.568  (meters)      14.99   (feet)  ADJUSTED  
 PD0333  ___________________________________________________________________
 PD0333  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 PD0333  DYNAMIC HT  -           4.568 (meters)      14.99  (feet)  COMP
 PD0333  MODELED GRAV-     980,587.9   (mgal)                       NAVD 88
 PD0333
 PD0333  VERT ORDER  -  SECOND    CLASS 0
 PD0333
 PD0333.The horizontal coordinates were scaled from a topographic map and have
 PD0333.an estimated accuracy of +/- 6 seconds.
 PD0333
 PD0333.The orthometric height was determined by differential leveling
 PD0333.and adjusted by the National Geodetic Survey in June 1991..
 PD0333
 PD0333.The geoid height was determined by GEOID03.
 PD0333
 PD0333.The dynamic height is computed by dividing the NAVD 88
 PD0333.geopotential number by the normal gravity value computed on the
 PD0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0333.degrees latitude (g = 980.6199 gals.).
 PD0333
 PD0333.The modeled gravity was interpolated from observed gravity values.
 PD0333
 PD0333;                    North         East    Units  Estimated Accuracy
 PD0333;SPC ME E     -   105,900.      354,650.      MT  (+/- 180 meters Scaled)
 PD0333
 PD0333                          SUPERSEDED SURVEY CONTROL
 PD0333
 PD0333  NGVD 29 (??/??/92)    4.774  (m)           15.66   (f) ADJ UNCH    2 0
 PD0333
 PD0333.Superseded values are not recommended for survey control.
 PD0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0333.See file dsdata.txt to determine how the superseded data were derived.
 PD0333
 PD0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK943411(NAD 83)
 PD0333_MARKER: DB = BENCH MARK DISK
 PD0333_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PD0333_SP_SET: BRIDGE
 PD0333_STAMPING: R 168 1966
 PD0333_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PD0333
 PD0333  HISTORY     - Date     Condition        Report By
 PD0333  HISTORY     - 1966     MONUMENTED       CGS
 PD0333
 PD0333                          STATION DESCRIPTION
 PD0333
 PD0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PD0333'0.2 MI SW FROM HARRINGTON.
 PD0333'0.15 MILE SOUTHWEST ALONG U.S. HIGHWAY 1A FROM ITS JUNCTION WITH
 PD0333'U.S. HIGHWAY 1 AT HARRINGTON, SET ON THE TOP OF THE NORTHWEST
 PD0333'END OF THE SOUTHWEST CONCRETE AND ROCK ABUTMENT OF THE HIGHWAY
 PD0333'BRIDGE OVER THE HARRINGTON RIVER, 18 FEET NORTHWEST OF THE CENTER
 PD0333'LINE OF THE HIGHWAY AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0506 ***********************************************************************
 PE0506  DESIGNATION -  R 169
 PE0506  PID         -  PE0506
 PE0506  STATE/COUNTY-  ME/PENOBSCOT
 PE0506  USGS QUAD   -  VEAZIE (1988)
 PE0506
 PE0506                         *CURRENT SURVEY CONTROL
 PE0506  ___________________________________________________________________
 PE0506* NAD 83(1986)-  44 49 08.     (N)    068 44 36.     (W)     SCALED    
 PE0506* NAVD 88     -        22.701  (meters)      74.48   (feet)  ADJUSTED  
 PE0506  ___________________________________________________________________
 PE0506  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 PE0506  DYNAMIC HT  -          22.700 (meters)      74.47  (feet)  COMP
 PE0506  MODELED GRAV-     980,585.7   (mgal)                       NAVD 88
 PE0506
 PE0506  VERT ORDER  -  SECOND    CLASS 0
 PE0506
 PE0506.The horizontal coordinates were scaled from a topographic map and have
 PE0506.an estimated accuracy of +/- 6 seconds.
 PE0506
 PE0506.The orthometric height was determined by differential leveling
 PE0506.and adjusted by the National Geodetic Survey in June 1991..
 PE0506
 PE0506.The geoid height was determined by GEOID03.
 PE0506
 PE0506.The dynamic height is computed by dividing the NAVD 88
 PE0506.geopotential number by the normal gravity value computed on the
 PE0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0506.degrees latitude (g = 980.6199 gals.).
 PE0506
 PE0506.The modeled gravity was interpolated from observed gravity values.
 PE0506
 PE0506;                    North         East    Units  Estimated Accuracy
 PE0506;SPC ME E     -   128,050.      280,760.      MT  (+/- 180 meters Scaled)
 PE0506
 PE0506                          SUPERSEDED SURVEY CONTROL
 PE0506
 PE0506  NGVD 29 (??/??/92)   22.910  (m)           75.16   (f) ADJ UNCH    2 0
 PE0506
 PE0506.Superseded values are not recommended for survey control.
 PE0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0506.See file dsdata.txt to determine how the superseded data were derived.
 PE0506
 PE0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK202628(NAD 83)
 PE0506_MARKER: DB = BENCH MARK DISK
 PE0506_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE0506_SP_SET: CON FOUNDATION
 PE0506_STAMPING: R 169 1966
 PE0506_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE0506
 PE0506  HISTORY     - Date     Condition        Report By
 PE0506  HISTORY     - 1966     MONUMENTED       CGS
 PE0506  HISTORY     - 1980     GOOD             USGS
 PE0506  HISTORY     - 1984     GOOD             USPSQD
 PE0506  HISTORY     - 1988     GOOD             USPSQD
 PE0506  HISTORY     - 1990     GOOD             USPSQD
 PE0506  HISTORY     - 20050510 GOOD             USPSQD
 PE0506
 PE0506                          STATION DESCRIPTION
 PE0506
 PE0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE0506'AT BANGOR.
 PE0506'AT BANGOR, ABOUT 0.15 MILE EAST ALONG STATE STREET (U.S. HIGHWAY
 PE0506'2) FROM THE JUNCTION OF HOWARD STREET, SET VERTICALLY IN THE
 PE0506'NORTH CONCRETE FOUNDATION OF THE NURSES QUARTERS OF THE EASTERN
 PE0506'MAINE GENERAL HOSPITAL, NEAR THE JUNCTION OF SUMMIT AVENUE,
 PE0506'54 FEET SOUTH OF THE SOUTH CURB OF STATE STREET, 5.8 FEET EAST
 PE0506'OF THE EAST CURB OF A DRIVEWAY, 1.0 FOOT EAST OF THE NORTHWEST
 PE0506'CORNER OF THE BUILDING AND 1.4 FEET ABOVE THE LEVEL OF THE
 PE0506'GROUND.
 PE0506
 PE0506                          STATION RECOVERY (1980)
 PE0506
 PE0506'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 PE0506'RECOVERED IN GOOD CONDITION.
 PE0506
 PE0506                          STATION RECOVERY (1984)
 PE0506
 PE0506'RECOVERY NOTE BY US POWER SQUADRON 1984
 PE0506'RECOVERED IN GOOD CONDITION.
 PE0506
 PE0506                          STATION RECOVERY (1988)
 PE0506
 PE0506'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE0506'RECOVERED IN GOOD CONDITION.
 PE0506
 PE0506                          STATION RECOVERY (1990)
 PE0506
 PE0506'RECOVERY NOTE BY US POWER SQUADRON 1990 (ELG)
 PE0506'RECOVERED IN GOOD CONDITION.
 PE0506
 PE0506                          STATION RECOVERY (2005)
 PE0506
 PE0506'RECOVERY NOTE BY US POWER SQUADRON 2005 (BRE)
 PE0506'DISK NOW OVERPAINTED IN WHITE PAINT BUT STILL READABLE.
 PE0506'BUILDING NOW CALLED THE RIVERSIDE INN NOT NURSE'S QUARTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1291 ***********************************************************************
 PE1291  DESIGNATION -  R 17
 PE1291  PID         -  PE1291
 PE1291  STATE/COUNTY-  ME/LINCOLN
 PE1291  USGS QUAD   -  WALDOBORO WEST (1988)
 PE1291
 PE1291                         *CURRENT SURVEY CONTROL
 PE1291  ___________________________________________________________________
 PE1291* NAD 83(1986)-  44 05 26.     (N)    069 29 15.     (W)     SCALED    
 PE1291* NAVD 88     -        20.741  (meters)      68.05   (feet)  ADJUSTED  
 PE1291  ___________________________________________________________________
 PE1291  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 PE1291  DYNAMIC HT  -          20.738 (meters)      68.04  (feet)  COMP
 PE1291  MODELED GRAV-     980,514.5   (mgal)                       NAVD 88
 PE1291
 PE1291  VERT ORDER  -  SECOND    CLASS 0
 PE1291
 PE1291.The horizontal coordinates were scaled from a topographic map and have
 PE1291.an estimated accuracy of +/- 6 seconds.
 PE1291
 PE1291.The orthometric height was determined by differential leveling
 PE1291.and adjusted by the National Geodetic Survey in June 1991..
 PE1291
 PE1291.The geoid height was determined by GEOID03.
 PE1291
 PE1291.The dynamic height is computed by dividing the NAVD 88
 PE1291.geopotential number by the normal gravity value computed on the
 PE1291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1291.degrees latitude (g = 980.6199 gals.).
 PE1291
 PE1291.The modeled gravity was interpolated from observed gravity values.
 PE1291
 PE1291;                    North         East    Units  Estimated Accuracy
 PE1291;SPC ME W     -   139,900.      954,390.      MT  (+/- 180 meters Scaled)
 PE1291
 PE1291                          SUPERSEDED SURVEY CONTROL
 PE1291
 PE1291  NGVD 29 (??/??/92)   20.951  (m)           68.74   (f) ADJ UNCH    2 0
 PE1291
 PE1291.Superseded values are not recommended for survey control.
 PE1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1291.See file dsdata.txt to determine how the superseded data were derived.
 PE1291
 PE1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ609820(NAD 83)
 PE1291_MARKER: DB = BENCH MARK DISK
 PE1291_SETTING: 66 = SET IN ROCK OUTCROP
 PE1291_SP_SET: ROCK OUTCROP
 PE1291_STAMPING: 68.737 R 17 1933
 PE1291_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1291+STABILITY: POSITION/ELEVATION WELL
 PE1291
 PE1291  HISTORY     - Date     Condition        Report By
 PE1291  HISTORY     - 1933     MONUMENTED       CGS
 PE1291  HISTORY     - 1943     GOOD             NGS
 PE1291
 PE1291                          STATION DESCRIPTION
 PE1291
 PE1291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PE1291'AT NOBLEBORO.
 PE1291'AT NOBLEBORO STATION, LINCOLN COUNTY, ON THE MAINE CENTRAL
 PE1291'RAILROAD, 57 YARDS WEST OF THE WEST END OF THE STATION (NOW
 PE1291'REMOVED), 200 YARDS SOUTHWEST OF MILEPOST P 61, 220.5 FEET WEST
 PE1291'OF THE CROSSING OF A DIRT ROAD, 34.4 FEET NORTH OF THE CENTERLINE
 PE1291'OF THE TRACK, IN THE TOP OF A LARGE GRANITE OUTCROP, AND 1 FOOT
 PE1291'ABOVE THE BASE OF THE RAIL.  A STANDARD DISK, STAMPED 68.737 R
 PE1291'17 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0191 ***********************************************************************
 PE0191  DESIGNATION -  R 170
 PE0191  PID         -  PE0191
 PE0191  STATE/COUNTY-  ME/HANCOCK
 PE0191  USGS QUAD   -  HANCOCK (1981)
 PE0191
 PE0191                         *CURRENT SURVEY CONTROL
 PE0191  ___________________________________________________________________
 PE0191* NAD 83(1986)-  44 31 53.     (N)    068 15 38.     (W)     SCALED    
 PE0191* NAVD 88     -        12.877  (meters)      42.25   (feet)  ADJUSTED  
 PE0191  ___________________________________________________________________
 PE0191  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 PE0191  DYNAMIC HT  -          12.876 (meters)      42.24  (feet)  COMP
 PE0191  MODELED GRAV-     980,571.9   (mgal)                       NAVD 88
 PE0191
 PE0191  VERT ORDER  -  SECOND    CLASS 0
 PE0191
 PE0191.The horizontal coordinates were scaled from a topographic map and have
 PE0191.an estimated accuracy of +/- 6 seconds.
 PE0191
 PE0191.The orthometric height was determined by differential leveling
 PE0191.and adjusted by the National Geodetic Survey in June 1991..
 PE0191
 PE0191.The geoid height was determined by GEOID03.
 PE0191
 PE0191.The dynamic height is computed by dividing the NAVD 88
 PE0191.geopotential number by the normal gravity value computed on the
 PE0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0191.degrees latitude (g = 980.6199 gals.).
 PE0191
 PE0191.The modeled gravity was interpolated from observed gravity values.
 PE0191
 PE0191;                    North         East    Units  Estimated Accuracy
 PE0191;SPC ME E     -    96,100.      319,030.      MT  (+/- 180 meters Scaled)
 PE0191
 PE0191                          SUPERSEDED SURVEY CONTROL
 PE0191
 PE0191  NGVD 29 (??/??/92)   13.078  (m)           42.91   (f) ADJ UNCH    2 0
 PE0191
 PE0191.Superseded values are not recommended for survey control.
 PE0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0191.See file dsdata.txt to determine how the superseded data were derived.
 PE0191
 PE0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK587311(NAD 83)
 PE0191_MARKER: DB = BENCH MARK DISK
 PE0191_SETTING: 66 = SET IN ROCK OUTCROP
 PE0191_SP_SET: ROCK LEDGE
 PE0191_STAMPING: R 170 1966
 PE0191_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0191+STABILITY: POSITION/ELEVATION WELL
 PE0191
 PE0191  HISTORY     - Date     Condition        Report By
 PE0191  HISTORY     - 1966     MONUMENTED       CGS
 PE0191  HISTORY     - 1985     GOOD             USPSQD
 PE0191  HISTORY     - 1985     GOOD             USPSQD
 PE0191
 PE0191                          STATION DESCRIPTION
 PE0191
 PE0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE0191'AT HANCOCK.
 PE0191'AT HANCOCK, ABOUT 115 YARDS NORTHWEST ALONG U.S. HIGHWAY 1 FROM
 PE0191'THE UNION CONGREGATIONAL CHURCH, SET IN THE TOP OF A SLOPING
 PE0191'ROCK LEDGE WHICH IS ABOUT 65 FEET LONG BY 15 FEET WIDE AND 2
 PE0191'FEET HIGH, 41 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 PE0191'10 FEET NORTHWEST OF THE SOUTHEAST END OF THE EXPOSED PORTION
 PE0191'OF ROCK, 4 FEET NORTHEAST OF THE SOUTHWEST EDGE OF ROCK AND 1
 PE0191'FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 PE0191
 PE0191                          STATION RECOVERY (1985)
 PE0191
 PE0191'RECOVERY NOTE BY US POWER SQUADRON 1985
 PE0191'RECOVERED IN GOOD CONDITION.
 PE0191
 PE0191                          STATION RECOVERY (1985)
 PE0191
 PE0191'RECOVERY NOTE BY US POWER SQUADRON 1985
 PE0191'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1189 ***********************************************************************
 PF1189  DESIGNATION -  R 171 RESET
 PF1189  PID         -  PF1189
 PF1189  STATE/COUNTY-  ME/OXFORD
 PF1189  USGS QUAD   -  OXFORD (1980)
 PF1189
 PF1189                         *CURRENT SURVEY CONTROL
 PF1189  ___________________________________________________________________
 PF1189* NAD 83(1986)-  44 08 02.     (N)    070 27 48.     (W)     SCALED    
 PF1189* NAVD 88     -        93.36   (meters)     306.3    (feet)  RESET     
 PF1189  ___________________________________________________________________
 PF1189  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 PF1189
 PF1189  VERT ORDER  -  THIRD
 PF1189
 PF1189.The horizontal coordinates were scaled from a topographic map and have
 PF1189.an estimated accuracy of +/- 6 seconds.
 PF1189
 PF1189.The orthometric height was computed from unverified reset data.
 PF1189.No vertical observational check was made to the station.
 PF1189
 PF1189.The geoid height was determined by GEOID03.
 PF1189
 PF1189;                    North         East    Units  Estimated Accuracy
 PF1189;SPC ME W     -   144,530.      876,260.      MT  (+/- 180 meters Scaled)
 PF1189
 PF1189                          SUPERSEDED SURVEY CONTROL
 PF1189
 PF1189.No superseded survey control is available for this station.
 PF1189
 PF1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ829877(NAD 83)
 PF1189_MARKER: DV = VERTICAL CONTROL DISK
 PF1189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PF1189_SP_SET: CONCRETE POST
 PF1189_STAMPING: R 171 RESET 1992
 PF1189_MARK LOGO: NGS   
 PF1189_MAGNETIC: N = NO MAGNETIC MATERIAL
 PF1189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF1189+STABILITY: SURFACE MOTION
 PF1189
 PF1189  HISTORY     - Date     Condition        Report By
 PF1189  HISTORY     - 1992     MONUMENTED       MEDT
 PF1189
 PF1189                          STATION DESCRIPTION
 PF1189
 PF1189'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1992
 PF1189'IN WELCHVILLE, 0.10 MILE (0.16 KM) SOUTHERLY FROM THE JUNCTION OF
 PF1189'ROUTE 121 AND ROUTE 126, 40 FEET (12.2 M) NORTH-NORTHWEST OF THE
 PF1189'NORTHWEST CORNER OF A 14 FEET (4.3 M) BY 16 FEET (4.9 M) POWER SHED,
 PF1189'1 FOOT (0.3 M) EAST-SOUTHEAST OF THE NORTHWEST CORNER OF THE DAM WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0764 ***********************************************************************
 PF0764  DESIGNATION -  R 172
 PF0764  PID         -  PF0764
 PF0764  STATE/COUNTY-  ME/OXFORD
 PF0764  USGS QUAD   -  WEST PARIS (1967)
 PF0764
 PF0764                         *CURRENT SURVEY CONTROL
 PF0764  ___________________________________________________________________
 PF0764* NAD 83(1986)-  44 20 24.     (N)    070 37 01.     (W)     SCALED    
 PF0764* NAVD 88     -       249.083  (meters)     817.20   (feet)  ADJUSTED  
 PF0764  ___________________________________________________________________
 PF0764  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 PF0764  DYNAMIC HT  -         249.051 (meters)     817.09  (feet)  COMP
 PF0764  MODELED GRAV-     980,485.0   (mgal)                       NAVD 88
 PF0764
 PF0764  VERT ORDER  -  FIRST     CLASS II
 PF0764
 PF0764.The horizontal coordinates were scaled from a topographic map and have
 PF0764.an estimated accuracy of +/- 6 seconds.
 PF0764
 PF0764.The orthometric height was determined by differential leveling
 PF0764.and adjusted by the National Geodetic Survey in June 1991..
 PF0764
 PF0764.The geoid height was determined by GEOID03.
 PF0764
 PF0764.The dynamic height is computed by dividing the NAVD 88
 PF0764.geopotential number by the normal gravity value computed on the
 PF0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0764.degrees latitude (g = 980.6199 gals.).
 PF0764
 PF0764.The modeled gravity was interpolated from observed gravity values.
 PF0764
 PF0764;                    North         East    Units  Estimated Accuracy
 PF0764;SPC ME W     -   167,490.      864,090.      MT  (+/- 180 meters Scaled)
 PF0764
 PF0764                          SUPERSEDED SURVEY CONTROL
 PF0764
 PF0764.No superseded survey control is available for this station.
 PF0764
 PF0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK711109(NAD 83)
 PF0764_MARKER: DB = BENCH MARK DISK
 PF0764_SETTING: 66 = SET IN ROCK OUTCROP
 PF0764_SP_SET: OUTCROP
 PF0764_STAMPING: R 172 1978
 PF0764_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PF0764+STABILITY: POSITION/ELEVATION WELL
 PF0764
 PF0764  HISTORY     - Date     Condition        Report By
 PF0764  HISTORY     - 1978     MONUMENTED       NGS
 PF0764
 PF0764                          STATION DESCRIPTION
 PF0764
 PF0764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PF0764'3.05 MI SE FROM BRYANT POND.
 PF0764'0.25 MILE SOUTHEAST ALONG RAILROAD STREET FROM THE POST OFFICE AT
 PF0764'BRYANT POND, THENCE 2.8 MI. SOUTHEAST ALONG OLD COUNTY ROAD (BIRCH
 PF0764'STREET), 0.05 MI. NORTHWEST OF THE T-JUNCTION OF A DIRT DRIVEWAY
 PF0764'LEADING SOUTHWEST TO A RANCH-STYLE HOUSE (THE RAINEY RESIDENCE),
 PF0764'16.5 FT. SOUTHWEST OF THE CENTER LINE OF THE ROAD, 44 FT. SOUTHWEST
 PF0764'OF POWER POLE 297-705, 225 FT. NORTHWEST OF THE CENTER LINE OF THE
 PF0764'DRIVEWAY, 143 FT. SOUTHEAST OF THE CENTER LINE OF A DIRT WOODS ROAD
 PF0764'LEADING SOUTHWEST, IN THE TOP OF A SQUARE 3 BY 4-FT. ROCK OUTCROP,
 PF0764'2 FT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0079 ***********************************************************************
 SF0079  DESIGNATION -  R 173
 SF0079  PID         -  SF0079
 SF0079  STATE/COUNTY-  ME/AROOSTOOK
 SF0079  USGS QUAD   -  FORT KENT SOUTH (1985)
 SF0079
 SF0079                         *CURRENT SURVEY CONTROL
 SF0079  ___________________________________________________________________
 SF0079* NAD 83(1986)-  47 11 36.     (N)    068 35 59.     (W)     SCALED    
 SF0079* NAVD 88     -       206.035  (meters)     675.97   (feet)  ADJUSTED  
 SF0079  ___________________________________________________________________
 SF0079  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 SF0079  DYNAMIC HT  -         206.062 (meters)     676.06  (feet)  COMP
 SF0079  MODELED GRAV-     980,743.6   (mgal)                       NAVD 88
 SF0079
 SF0079  VERT ORDER  -  FIRST     CLASS II
 SF0079
 SF0079.The horizontal coordinates were scaled from a topographic map and have
 SF0079.an estimated accuracy of +/- 6 seconds.
 SF0079
 SF0079.The orthometric height was determined by differential leveling
 SF0079.and adjusted by the National Geodetic Survey in June 1991..
 SF0079
 SF0079.The geoid height was determined by GEOID03.
 SF0079
 SF0079.The dynamic height is computed by dividing the NAVD 88
 SF0079.geopotential number by the normal gravity value computed on the
 SF0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0079.degrees latitude (g = 980.6199 gals.).
 SF0079
 SF0079.The modeled gravity was interpolated from observed gravity values.
 SF0079
 SF0079;                    North         East    Units  Estimated Accuracy
 SF0079;SPC ME E     -   391,920.      292,440.      MT  (+/- 180 meters Scaled)
 SF0079
 SF0079                          SUPERSEDED SURVEY CONTROL
 SF0079
 SF0079.No superseded survey control is available for this station.
 SF0079
 SF0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN303267(NAD 83)
 SF0079_MARKER: DB = BENCH MARK DISK
 SF0079_SETTING: 66 = SET IN ROCK OUTCROP
 SF0079_SP_SET: OUTCROP
 SF0079_STAMPING: R 173 1978
 SF0079_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SF0079+STABILITY: POSITION/ELEVATION WELL
 SF0079
 SF0079  HISTORY     - Date     Condition        Report By
 SF0079  HISTORY     - 1978     MONUMENTED       NGS
 SF0079
 SF0079                          STATION DESCRIPTION
 SF0079
 SF0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 SF0079'4.6 MI SOUTH FROM FORT KENT.
 SF0079'4.6 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE JUNCTION OF U.S.
 SF0079'HIGHWAY 1, AT THE T-JUNCTION OF A DIM FIELD ROAD, OPPOSITE AND
 SF0079'SOUTHWEST OF A HOUSE WITH A TWO CAR GARAGE, 23.9 FT. WEST OF THE
 SF0079'CENTER LINE OF THE HIGHWAY, 88.6 FT. SOUTHWEST AND ACROSS THE HIGHWAY
 SF0079'FROM THE SOUTHWEST CORNER OF THE GARAGE, 35.0 FT. NORTHEAST OF POWER
 SF0079'POLE 1/6, 8.0 FT. SOUTH OF THE CENTER LINE OF THE FIELD ROAD, IN
 SF0079'THE TOP OF A 3 BY 2-FT. ROCK OUTCROP FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1564 ***********************************************************************
 PE1564  DESIGNATION -  R 175
 PE1564  PID         -  PE1564
 PE1564  STATE/COUNTY-  ME/PENOBSCOT
 PE1564  USGS QUAD   -  PUSHAW LAKE (1977)
 PE1564
 PE1564                         *CURRENT SURVEY CONTROL
 PE1564  ___________________________________________________________________
 PE1564* NAD 83(1986)-  44 56 39.     (N)    068 51 02.     (W)     SCALED    
 PE1564* NAVD 88     -        59.142  (meters)     194.03   (feet)  ADJUSTED  
 PE1564  ___________________________________________________________________
 PE1564  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 PE1564  DYNAMIC HT  -          59.141 (meters)     194.03  (feet)  COMP
 PE1564  MODELED GRAV-     980,596.4   (mgal)                       NAVD 88
 PE1564
 PE1564  VERT ORDER  -  FIRST     CLASS II
 PE1564
 PE1564.The horizontal coordinates were scaled from a topographic map and have
 PE1564.an estimated accuracy of +/- 6 seconds.
 PE1564
 PE1564.The orthometric height was determined by differential leveling
 PE1564.and adjusted by the National Geodetic Survey in June 1991..
 PE1564
 PE1564.The geoid height was determined by GEOID03.
 PE1564
 PE1564.The dynamic height is computed by dividing the NAVD 88
 PE1564.geopotential number by the normal gravity value computed on the
 PE1564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1564.degrees latitude (g = 980.6199 gals.).
 PE1564
 PE1564.The modeled gravity was interpolated from observed gravity values.
 PE1564
 PE1564;                    North         East    Units  Estimated Accuracy
 PE1564;SPC ME E     -   142,000.      272,340.      MT  (+/- 180 meters Scaled)
 PE1564
 PE1564                          SUPERSEDED SURVEY CONTROL
 PE1564
 PE1564.No superseded survey control is available for this station.
 PE1564
 PE1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK117767(NAD 83)
 PE1564_MARKER: DB = BENCH MARK DISK
 PE1564_SETTING: 66 = SET IN ROCK OUTCROP
 PE1564_SP_SET: OUTCROP
 PE1564_STAMPING: R 175 1978
 PE1564_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1564+STABILITY: POSITION/ELEVATION WELL
 PE1564
 PE1564  HISTORY     - Date     Condition        Report By
 PE1564  HISTORY     - 1978     MONUMENTED       NGS
 PE1564  HISTORY     - 1980     GOOD             USGS
 PE1564
 PE1564                          STATION DESCRIPTION
 PE1564
 PE1564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PE1564'4.3 MI SOUTH FROM HUDSON.
 PE1564'4.3 MILES SOUTH ALONG STATE HIGHWAY 221 FROM ITS JUNCTION WITH STATE
 PE1564'HIGHWAY 221 AT HUDSON, 37.5 FT. WEST OF THE CENTER LINE OF STATE
 PE1564'HIGHWAY 221, 102 FT. SOUTHEAST OF THE SOUTHEAST CORNER OF A ONE
 PE1564'STORY WOOD FRAME HOUSE OWNED BY RAYMOND SEVERANCE.
 PE1564
 PE1564                          STATION RECOVERY (1980)
 PE1564
 PE1564'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 PE1564'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1113 ***********************************************************************
 QG1113  DESIGNATION -  R 176
 QG1113  PID         -  QG1113
 QG1113  STATE/COUNTY-  ME/PENOBSCOT
 QG1113  USGS QUAD   -  LAGRANGE (1983)
 QG1113
 QG1113                         *CURRENT SURVEY CONTROL
 QG1113  ___________________________________________________________________
 QG1113* NAD 83(1986)-  45 09 30.     (N)    068 51 21.     (W)     SCALED    
 QG1113* NAVD 88     -        61.674  (meters)     202.34   (feet)  ADJUSTED  
 QG1113  ___________________________________________________________________
 QG1113  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 QG1113  DYNAMIC HT  -          61.673 (meters)     202.34  (feet)  COMP
 QG1113  MODELED GRAV-     980,604.5   (mgal)                       NAVD 88
 QG1113
 QG1113  VERT ORDER  -  FIRST     CLASS II
 QG1113
 QG1113.The horizontal coordinates were scaled from a topographic map and have
 QG1113.an estimated accuracy of +/- 6 seconds.
 QG1113
 QG1113.The orthometric height was determined by differential leveling
 QG1113.and adjusted by the National Geodetic Survey in June 1991..
 QG1113
 QG1113.The geoid height was determined by GEOID03.
 QG1113
 QG1113.The dynamic height is computed by dividing the NAVD 88
 QG1113.geopotential number by the normal gravity value computed on the
 QG1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1113.degrees latitude (g = 980.6199 gals.).
 QG1113
 QG1113.The modeled gravity was interpolated from observed gravity values.
 QG1113
 QG1113;                    North         East    Units  Estimated Accuracy
 QG1113;SPC ME E     -   165,800.      272,020.      MT  (+/- 180 meters Scaled)
 QG1113
 QG1113                          SUPERSEDED SURVEY CONTROL
 QG1113
 QG1113.No superseded survey control is available for this station.
 QG1113
 QG1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL113005(NAD 83)
 QG1113_MARKER: DB = BENCH MARK DISK
 QG1113_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QG1113_SP_SET: CONCRETE ABUTMENT
 QG1113_STAMPING: R 176 1978
 QG1113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG1113
 QG1113  HISTORY     - Date     Condition        Report By
 QG1113  HISTORY     - 1978     MONUMENTED       NGS
 QG1113
 QG1113                          STATION DESCRIPTION
 QG1113
 QG1113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1113'0.8 MI SW FROM LAGRANGE.
 QG1113'0.8 MILE SOUTHWEST ALONG STATE HIGHWAY 155 FROM ITS JUNCTION WITH
 QG1113'STATE HIGHWAY 16, 20 FT. SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 QG1113'SET IN TOP OF ABUTMENT AND 15.2 FT. NORTHEAST OF THE SOUTHWEST END
 QG1113'OF THE SOUTH WINGWALL OF A BRIDGE OVER DEAD STREAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0982 ***********************************************************************
 QG0982  DESIGNATION -  R 177
 QG0982  PID         -  QG0982
 QG0982  STATE/COUNTY-  ME/PISCATAQUIS
 QG0982  USGS QUAD   -  DOVER FOXCROFT (1983)
 QG0982
 QG0982                         *CURRENT SURVEY CONTROL
 QG0982  ___________________________________________________________________
 QG0982* NAD 83(1996)-  45 10 24.93259(N)    069 11 22.20678(W)     ADJUSTED  
 QG0982* NAVD 88     -       145.982  (meters)     478.94   (feet)  ADJUSTED  
 QG0982  ___________________________________________________________________
 QG0982  X           -   1,600,178.221 (meters)                     COMP
 QG0982  Y           -  -4,210,174.934 (meters)                     COMP
 QG0982  Z           -   4,501,055.042 (meters)                     COMP
 QG0982  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 QG0982  ELLIP HEIGHT-         121.07  (meters)          (04/26/01) GPS OBS
 QG0982  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 QG0982  DYNAMIC HT  -         145.978 (meters)     478.93  (feet)  COMP
 QG0982  MODELED GRAV-     980,592.2   (mgal)                       NAVD 88
 QG0982
 QG0982  HORZ ORDER  -  FIRST
 QG0982  VERT ORDER  -  FIRST     CLASS II
 QG0982  ELLP ORDER  -  FOURTH    CLASS I
 QG0982
 QG0982.The horizontal coordinates were established by GPS observations
 QG0982.and adjusted by the National Geodetic Survey in April 2001..
 QG0982
 QG0982.The orthometric height was determined by differential leveling
 QG0982.and adjusted by the National Geodetic Survey in June 1991..
 QG0982
 QG0982.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QG0982
 QG0982.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG0982
 QG0982.The ellipsoidal height was determined by GPS observations
 QG0982.and is referenced to NAD 83.
 QG0982
 QG0982.The geoid height was determined by GEOID03.
 QG0982
 QG0982.The dynamic height is computed by dividing the NAVD 88
 QG0982.geopotential number by the normal gravity value computed on the
 QG0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0982.degrees latitude (g = 980.6199 gals.).
 QG0982
 QG0982.The modeled gravity was interpolated from observed gravity values.
 QG0982
 QG0982;                    North         East     Units Scale Factor Converg.
 QG0982;SPC ME E     -   167,664.805   245,804.795   MT  0.99993610   -0 29 20.5
 QG0982;UTM  19      - 5,002,252.073   485,109.521   MT  0.99960273   -0 08 03.9
 QG0982
 QG0982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG0982!SPC ME E     -   0.99998102  x   0.99993610  =   0.99991712
 QG0982!UTM  19      -   0.99998102  x   0.99960273  =   0.99958376
 QG0982
 QG0982                          SUPERSEDED SURVEY CONTROL
 QG0982
 QG0982  NAVD 88 (04/26/01)  145.98   (m)          478.9    (f) LEVELING    3  
 QG0982
 QG0982.Superseded values are not recommended for survey control.
 QG0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0982.See file dsdata.txt to determine how the superseded data were derived.
 QG0982
 QG0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL8511002252(NAD 83)
 QG0982_MARKER: DV = VERTICAL CONTROL DISK
 QG0982_SETTING: 66 = SET IN ROCK OUTCROP
 QG0982_SP_SET: ROCK OUTCROP
 QG0982_STAMPING: R 177 1978
 QG0982_MARK LOGO: NGS   
 QG0982_MAGNETIC: N = NO MAGNETIC MATERIAL
 QG0982_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0982+STABILITY: POSITION/ELEVATION WELL
 QG0982_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QG0982+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2000
 QG0982
 QG0982  HISTORY     - Date     Condition        Report By
 QG0982  HISTORY     - 1978     MONUMENTED       NGS
 QG0982  HISTORY     - 20000424 GOOD             NGS
 QG0982
 QG0982                          STATION DESCRIPTION
 QG0982
 QG0982'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG0982'2.3 MI SE FROM DOVER FOXCROFT.
 QG0982'1.75 MILES SOUTHEAST ALONG STATE HIGHWAY 15 FROM ITS JUNCTION WITH
 QG0982'STATE HIGHWAY 6, THENCE 0.55 MILES EAST ALONG RANGE ROAD, 23 FT.
 QG0982'SOUTH OF THE CENTER LINE OF THE ROAD, 60.5 FT. EAST OF POWER POLE
 QG0982'16 WITH A GUY WIRE EXTENDING ACROSS THE ROAD, 27.0 FT. WEST OF THE
 QG0982'CENTER LINE OF THE DIRT ROAD LEADING SOUTH.
 QG0982
 QG0982                          STATION RECOVERY (2000)
 QG0982
 QG0982'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 QG0982'THE STATION IS LOCATED ABOUT 3.86 KM (2.40 MI) SOUTHEAST OF DOVER
 QG0982'FOXCROFT, ABOUT 0.88 KM (0.55 MI) EAST OF THE JUNCTION OF STATE
 QG0982'HIGHWAY 15 AND RANGE ROAD, ON THE SOUTH SIDE OF RANGE ROAD AT THE
 QG0982'ENTRANCE DRIVE OF MR. DAN SPEED, RURAL ROUTE BOX NUMBER 29, RANGE
 QG0982'ROAD.  OWNERSHIP--MAINE DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 QG0982'STATION FROM THE JUNCTION OF STATE HIGHWAY 15 AND COMBINED STATE
 QG0982'HIGHWAYS 6 AND 16 AND STATE HIGHWAY 153 IN DOVER FOXCROFT, GO
 QG0982'SOUTHEAST ON HIGHWAY 15 FOR 0.24 KM (0.15 MI) TO THE JUNCTION OF STATE
 QG0982'HIGHWAY 7 ON THE RIGHT.  CONTINUE AHEAD, SOUTHEAST ON HIGHWAY 15 FOR
 QG0982'0.32 KM (0.20 MI) TO THE PISCATAQUIS COUNTY COURTHOUSE ON THE RIGHT.
 QG0982'CONTINUE AHEAD, SOUTHEAST ON HIGHWAY 15 FOR 2.33 KM (1.45 MI) TO THE
 QG0982'JUNCTION OF RANGE ROAD ON THE LEFT.  TURN LEFT, NORTHEAST ON RANGE
 QG0982'ROAD FOR 0.88 KM (0.55 MI) TO THE ENTRANCE DRIVE TO A TWO STORY FRAME
 QG0982'HOUSE AND THE STATION ON THE RIGHT.  THE STATION IS SET IN A DRILL
 QG0982'HOLE IN ROCK OUTCROP ABOUT 10 CM BELOW GROUND.  LOCATED 17.53 M (57.51
 QG0982'FT) EAST OF POWER POLE 16-18, 7.17 M (23.52 FT) SOUTH OF THE CENTER OF
 QG0982'RANGE ROAD, 5.19 M (17.03 FT) WEST OF THE CENTER OF THE ENTRANCE
 QG0982'DRIVE, 3.45 M (11.32 FT) SOUTHEAST OF THE WOOD POST SUPPORTING MAIL
 QG0982'BOX NUMBER 29 AND 1.1 M (3.6 FT) SOUTHEAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1015 ***********************************************************************
 QG1015  DESIGNATION -  R 178
 QG1015  PID         -  QG1015
 QG1015  STATE/COUNTY-  ME/PISCATAQUIS
 QG1015  USGS QUAD   -  MONSON EAST (1988)
 QG1015
 QG1015                         *CURRENT SURVEY CONTROL
 QG1015  ___________________________________________________________________
 QG1015* NAD 83(1986)-  45 15 34.     (N)    069 29 42.     (W)     SCALED    
 QG1015* NAVD 88     -       244.324  (meters)     801.59   (feet)  ADJUSTED  
 QG1015  ___________________________________________________________________
 QG1015  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 QG1015  DYNAMIC HT  -         244.315 (meters)     801.56  (feet)  COMP
 QG1015  MODELED GRAV-     980,570.9   (mgal)                       NAVD 88
 QG1015
 QG1015  VERT ORDER  -  FIRST     CLASS II
 QG1015
 QG1015.The horizontal coordinates were scaled from a topographic map and have
 QG1015.an estimated accuracy of +/- 6 seconds.
 QG1015
 QG1015.The orthometric height was determined by differential leveling
 QG1015.and adjusted by the National Geodetic Survey in June 1991..
 QG1015
 QG1015.The geoid height was determined by GEOID03.
 QG1015
 QG1015.The dynamic height is computed by dividing the NAVD 88
 QG1015.geopotential number by the normal gravity value computed on the
 QG1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1015.degrees latitude (g = 980.6199 gals.).
 QG1015
 QG1015.The modeled gravity was interpolated from observed gravity values.
 QG1015
 QG1015;                    North         East    Units  Estimated Accuracy
 QG1015;SPC ME E     -   177,460.      221,910.      MT  (+/- 180 meters Scaled)
 QG1015
 QG1015                          SUPERSEDED SURVEY CONTROL
 QG1015
 QG1015.No superseded survey control is available for this station.
 QG1015
 QG1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL611118(NAD 83)
 QG1015_MARKER: DB = BENCH MARK DISK
 QG1015_SETTING: 66 = SET IN ROCK OUTCROP
 QG1015_SP_SET: ROCK OUTCROP
 QG1015_STAMPING: R 178 1978
 QG1015_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG1015+STABILITY: POSITION/ELEVATION WELL
 QG1015
 QG1015  HISTORY     - Date     Condition        Report By
 QG1015  HISTORY     - 1978     MONUMENTED       NGS
 QG1015
 QG1015                          STATION DESCRIPTION
 QG1015
 QG1015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1015'1.95 MI SOUTH FROM MONSON.
 QG1015'1.95 MILES SOUTH ALONG STATE HIGHWAY 6 FROM THE MONSON POST OFFICE,
 QG1015'31 FT EAST OF THE CENTER LINE OF THE HIGHWAY, 10.5 FT NORTHEAST OF
 QG1015'POWER POLE 671 45.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1041 ***********************************************************************
 QG1041  DESIGNATION -  R 179
 QG1041  PID         -  QG1041
 QG1041  STATE/COUNTY-  ME/PISCATAQUIS
 QG1041  USGS QUAD   -  GREENVILLE (1989)
 QG1041
 QG1041                         *CURRENT SURVEY CONTROL
 QG1041  ___________________________________________________________________
 QG1041* NAD 83(1986)-  45 26 33.     (N)    069 35 20.     (W)     SCALED    
 QG1041* NAVD 88     -       361.791  (meters)    1186.98   (feet)  ADJUSTED  
 QG1041  ___________________________________________________________________
 QG1041  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 QG1041  DYNAMIC HT  -         361.777 (meters)    1186.93  (feet)  COMP
 QG1041  MODELED GRAV-     980,565.6   (mgal)                       NAVD 88
 QG1041
 QG1041  VERT ORDER  -  FIRST     CLASS II
 QG1041
 QG1041.The horizontal coordinates were scaled from a topographic map and have
 QG1041.an estimated accuracy of +/- 6 seconds.
 QG1041
 QG1041.The orthometric height was determined by differential leveling
 QG1041.and adjusted by the National Geodetic Survey in June 1991..
 QG1041
 QG1041.The geoid height was determined by GEOID03.
 QG1041
 QG1041.The dynamic height is computed by dividing the NAVD 88
 QG1041.geopotential number by the normal gravity value computed on the
 QG1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1041.degrees latitude (g = 980.6199 gals.).
 QG1041
 QG1041.The modeled gravity was interpolated from observed gravity values.
 QG1041
 QG1041;                    North         East    Units  Estimated Accuracy
 QG1041;SPC ME E     -   197,890.      214,820.      MT  (+/- 180 meters Scaled)
 QG1041
 QG1041                          SUPERSEDED SURVEY CONTROL
 QG1041
 QG1041.No superseded survey control is available for this station.
 QG1041
 QG1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL539322(NAD 83)
 QG1041_MARKER: DB = BENCH MARK DISK
 QG1041_SETTING: 66 = SET IN ROCK OUTCROP
 QG1041_SP_SET: ROCK OUTCROP
 QG1041_STAMPING: R 179 1978
 QG1041_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG1041+STABILITY: POSITION/ELEVATION WELL
 QG1041
 QG1041  HISTORY     - Date     Condition        Report By
 QG1041  HISTORY     - 1978     MONUMENTED       NGS
 QG1041
 QG1041                          STATION DESCRIPTION
 QG1041
 QG1041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1041'1.1 MI SOUTH FROM GREENVILLE.
 QG1041'1.1 MILES SOUTH ALONG STATE HIGHWAY 6 FROM THE GREENVILLE TOWN HALL,
 QG1041'51.5 FT. EAST OF THE CENTER LINE OF THE HIGHWAY, 0.18 MILES SOUTH OF
 QG1041'A CURVE IN THE HIGHWAY, 242.0 FT. NORTH OF THE CENTER LINE OF A
 QG1041'GRAVEL ROAD LEADING EAST, 96.5 FT. SOUTH OF THE EAST END OF A
 QG1041'CONCRETE CULVERT UNDER THE HIGHWAY, 86.5 FT. SOUTH OF POWER POLE
 QG1041'232 1020 15.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0368 ***********************************************************************
 PE0368  DESIGNATION -  R 18
 PE0368  PID         -  PE0368
 PE0368  STATE/COUNTY-  ME/WALDO
 PE0368  USGS QUAD   -  SEARSPORT (1988)
 PE0368
 PE0368                         *CURRENT SURVEY CONTROL
 PE0368  ___________________________________________________________________
 PE0368* NAD 83(1986)-  44 23 29.     (N)    068 59 26.     (W)     SCALED    
 PE0368* NAVD 88     -        18.874  (meters)      61.92   (feet)  ADJUSTED  
 PE0368  ___________________________________________________________________
 PE0368  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 PE0368  DYNAMIC HT  -          18.873 (meters)      61.92  (feet)  COMP
 PE0368  MODELED GRAV-     980,538.5   (mgal)                       NAVD 88
 PE0368
 PE0368  VERT ORDER  -  SECOND    CLASS 0
 PE0368
 PE0368.The horizontal coordinates were scaled from a topographic map and have
 PE0368.an estimated accuracy of +/- 6 seconds.
 PE0368
 PE0368.The orthometric height was determined by differential leveling
 PE0368.and adjusted by the National Geodetic Survey in June 1991..
 PE0368
 PE0368.The geoid height was determined by GEOID03.
 PE0368
 PE0368.The dynamic height is computed by dividing the NAVD 88
 PE0368.geopotential number by the normal gravity value computed on the
 PE0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0368.degrees latitude (g = 980.6199 gals.).
 PE0368
 PE0368.The modeled gravity was interpolated from observed gravity values.
 PE0368
 PE0368;                    North         East    Units  Estimated Accuracy
 PE0368;SPC ME E     -    80,640.      260,920.      MT  (+/- 180 meters Scaled)
 PE0368
 PE0368                          SUPERSEDED SURVEY CONTROL
 PE0368
 PE0368  NGVD 29 (??/??/92)   19.104  (m)           62.68   (f) ADJ UNCH    2 0
 PE0368
 PE0368.Superseded values are not recommended for survey control.
 PE0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0368.See file dsdata.txt to determine how the superseded data were derived.
 PE0368
 PE0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK007153(NAD 83)
 PE0368_MARKER: DB = BENCH MARK DISK
 PE0368_SETTING: 66 = SET IN ROCK OUTCROP
 PE0368_SP_SET: ROCK OUTCROP
 PE0368_STAMPING: 62.677 R 18 1933
 PE0368_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0368+STABILITY: POSITION/ELEVATION WELL
 PE0368
 PE0368  HISTORY     - Date     Condition        Report By
 PE0368  HISTORY     - 1933     MONUMENTED       CGS
 PE0368  HISTORY     - 1935     GOOD             NGS
 PE0368
 PE0368                          STATION DESCRIPTION
 PE0368
 PE0368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PE0368'2.9 MI SE FROM BELFAST.
 PE0368'2.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 PE0368'BELFAST, WALDO COUNTY, AT THE NORTHEAST END OF A DEEP HIGHWAY
 PE0368'CUT, AT THE BOTTOM OF A STEEP DOWNGRADE LEADING NORTHEAST,
 PE0368'HALFWAY BETWEEN POLES 239114 AND 239115, 54 FEET SOUTHEAST OF
 PE0368'THE CENTERLINE OF THE HIGHWAY, 3 FEET NORTHEAST OF A
 PE0368'NORTHWEST-AND-SOUTHEAST POLE FENCE, IN THE TOP OF A 2- BY 3-FOOT
 PE0368'ROCK PROJECTION, AND 6 INCHES ABOVE GROUND.  A STANDARD DISK,
 PE0368'STAMPED 62.677 R 18 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0098 ***********************************************************************
 RE0098  DESIGNATION -  R 18
 RE0098  PID         -  RE0098
 RE0098  STATE/COUNTY-  ME/AROOSTOOK
 RE0098  USGS QUAD   -  FORT FAIRFIELD (1984)
 RE0098
 RE0098                         *CURRENT SURVEY CONTROL
 RE0098  ___________________________________________________________________
 RE0098* NAD 83(1986)-  46 46 20.     (N)    067 49 58.     (W)     SCALED    
 RE0098* NAVD 88     -       110.785  (meters)     363.47   (feet)  ADJUSTED  
 RE0098  ___________________________________________________________________
 RE0098  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 RE0098  DYNAMIC HT  -         110.797 (meters)     363.51  (feet)  COMP
 RE0098  MODELED GRAV-     980,722.2   (mgal)                       NAVD 88
 RE0098
 RE0098  VERT ORDER  -  SECOND    CLASS 0
 RE0098
 RE0098.The horizontal coordinates were scaled from a topographic map and have
 RE0098.an estimated accuracy of +/- 6 seconds.
 RE0098
 RE0098.The orthometric height was determined by differential leveling
 RE0098.and adjusted by the National Geodetic Survey in June 1991..
 RE0098
 RE0098.The geoid height was determined by GEOID03.
 RE0098
 RE0098.The dynamic height is computed by dividing the NAVD 88
 RE0098.geopotential number by the normal gravity value computed on the
 RE0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0098.degrees latitude (g = 980.6199 gals.).
 RE0098
 RE0098.The modeled gravity was interpolated from observed gravity values.
 RE0098
 RE0098;                    North         East    Units  Estimated Accuracy
 RE0098;SPC ME E     -   345,320.      350,960.      MT  (+/- 180 meters Scaled)
 RE0098
 RE0098                          SUPERSEDED SURVEY CONTROL
 RE0098
 RE0098  NGVD 29 (??/??/92)  111.017  (m)          364.23   (f) ADJ UNCH    2 0
 RE0098
 RE0098.Superseded values are not recommended for survey control.
 RE0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0098.See file dsdata.txt to determine how the superseded data were derived.
 RE0098
 RE0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM891805(NAD 83)
 RE0098_MARKER: DD = SURVEY DISK
 RE0098_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RE0098_SP_SET: RETAINING WALL
 RE0098_STAMPING: R 18 1930
 RE0098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RE0098
 RE0098  HISTORY     - Date     Condition        Report By
 RE0098  HISTORY     - 1930     MONUMENTED       USGS
 RE0098  HISTORY     - 1935     GOOD             NGS
 RE0098
 RE0098                          STATION DESCRIPTION
 RE0098
 RE0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RE0098'AT FORT FAIRFIELD.
 RE0098'AT FORT FAIRFIELD, AROOSTOOK COUNTY, ON THE CANADIAN PACIFIC
 RE0098'RAILWAY, 0.5 MILE NORTHWEST OF THE STATION, 260 FEET WEST OF
 RE0098'THE CROSSING OF STATE HIGHWAY 165, IN THE FACE OF A CONCRETE
 RE0098'RETAINING WALL, 5 FEET SOUTH OF THE SOUTH RAIL, 3 FEET FROM
 RE0098'THE CORNER OF THE WALL, AND 3 FEET ABOVE THE GROUND.  A UNITED
 RE0098'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED R 18 1930 AND
 RE0098'SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1074 ***********************************************************************
 QG1074  DESIGNATION -  R 180
 QG1074  PID         -  QG1074
 QG1074  STATE/COUNTY-  ME/SOMERSET
 QG1074  USGS QUAD   -  MOUNT KINEO (1989)
 QG1074
 QG1074                         *CURRENT SURVEY CONTROL
 QG1074  ___________________________________________________________________
 QG1074* NAD 83(1986)-  45 40 21.     (N)    069 44 36.     (W)     SCALED    
 QG1074* NAVD 88     -       352.195  (meters)    1155.49   (feet)  ADJUSTED  
 QG1074  ___________________________________________________________________
 QG1074  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 QG1074  DYNAMIC HT  -         352.188 (meters)    1155.47  (feet)  COMP
 QG1074  MODELED GRAV-     980,585.8   (mgal)                       NAVD 88
 QG1074
 QG1074  VERT ORDER  -  FIRST     CLASS II
 QG1074
 QG1074.The horizontal coordinates were scaled from a topographic map and have
 QG1074.an estimated accuracy of +/- 6 seconds.
 QG1074
 QG1074.The orthometric height was determined by differential leveling
 QG1074.and adjusted by the National Geodetic Survey in June 1991..
 QG1074
 QG1074.The geoid height was determined by GEOID03.
 QG1074
 QG1074.The dynamic height is computed by dividing the NAVD 88
 QG1074.geopotential number by the normal gravity value computed on the
 QG1074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1074.degrees latitude (g = 980.6199 gals.).
 QG1074
 QG1074.The modeled gravity was interpolated from observed gravity values.
 QG1074
 QG1074;                    North         East    Units  Estimated Accuracy
 QG1074;SPC ME W     -   315,560.      932,990.      MT  (+/- 180 meters Scaled)
 QG1074
 QG1074                          SUPERSEDED SURVEY CONTROL
 QG1074
 QG1074.No superseded survey control is available for this station.
 QG1074
 QG1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL421579(NAD 83)
 QG1074_MARKER: DB = BENCH MARK DISK
 QG1074_SETTING: 66 = SET IN ROCK OUTCROP
 QG1074_SP_SET: ROCK OUTCROP
 QG1074_STAMPING: R 180 1978
 QG1074_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG1074+STABILITY: POSITION/ELEVATION WELL
 QG1074
 QG1074  HISTORY     - Date     Condition        Report By
 QG1074  HISTORY     - 1978     MONUMENTED       NGS
 QG1074
 QG1074                          STATION DESCRIPTION
 QG1074
 QG1074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1074'0.25 MILES SW FROM ROCKWOOD.
 QG1074'0.25 MILES SOUTHWEST ALONG LAKE STREET FROM THE ROCKWOOD POST OFFICE,
 QG1074'130.5 FT. SOUTH OF THE INTERSECTION OF LAKE STREET AND STATE HIGHWAY
 QG1074'6, 189.0 FT. EAST-NORTHEAST OF A WOOD FROME BUILDING, 63.5 FT. EAST-
 QG1074'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 23.0 FT. SOUTHWEST
 QG1074'OF POWER POLE 503 4 5 WITH ONE TRANSFROMER, ONE BRACE POLE AND ONE
 QG1074'STREET LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0047 ***********************************************************************
 QH0047  DESIGNATION -  R 181
 QH0047  PID         -  QH0047
 QH0047  STATE/COUNTY-  ME/SOMERSET
 QH0047  USGS QUAD   -  CATHEART MOUNTAIN (1989)
 QH0047
 QH0047                         *CURRENT SURVEY CONTROL
 QH0047  ___________________________________________________________________
 QH0047* NAD 83(1986)-  45 37 27.     (N)    070 08 22.     (W)     SCALED    
 QH0047* NAVD 88     -       363.496  (meters)    1192.57   (feet)  ADJUSTED  
 QH0047  ___________________________________________________________________
 QH0047  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 QH0047  DYNAMIC HT  -         363.482 (meters)    1192.52  (feet)  COMP
 QH0047  MODELED GRAV-     980,564.8   (mgal)                       NAVD 88
 QH0047
 QH0047  VERT ORDER  -  FIRST     CLASS II
 QH0047
 QH0047.The horizontal coordinates were scaled from a topographic map and have
 QH0047.an estimated accuracy of +/- 6 seconds.
 QH0047
 QH0047.The orthometric height was determined by differential leveling
 QH0047.and adjusted by the National Geodetic Survey in June 1991..
 QH0047
 QH0047.The geoid height was determined by GEOID03.
 QH0047
 QH0047.The dynamic height is computed by dividing the NAVD 88
 QH0047.geopotential number by the normal gravity value computed on the
 QH0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QH0047.degrees latitude (g = 980.6199 gals.).
 QH0047
 QH0047.The modeled gravity was interpolated from observed gravity values.
 QH0047
 QH0047;                    North         East    Units  Estimated Accuracy
 QH0047;SPC ME W     -   310,100.      902,120.      MT  (+/- 180 meters Scaled)
 QH0047
 QH0047                          SUPERSEDED SURVEY CONTROL
 QH0047
 QH0047.No superseded survey control is available for this station.
 QH0047
 QH0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL111529(NAD 83)
 QH0047_MARKER: DB = BENCH MARK DISK
 QH0047_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QH0047_SP_SET: STAINLESS STEEL ROD
 QH0047_STAMPING: R 181
 QH0047_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QH0047
 QH0047  HISTORY     - Date     Condition        Report By
 QH0047  HISTORY     - 1978     MONUMENTED       NGS
 QH0047
 QH0047                          STATION DESCRIPTION
 QH0047
 QH0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QH0047'6.2 MI EAST FROM JACKMAN.
 QH0047'0.5 MILES SOUTHEAST ALONG STATE HIGHWAY 6 FROM ITS JUNCTION WITH THE
 QH0047'CANADIAN PACIFIC RAILROAD AT JACKMAN, THENCE 5.7 MILES EAST ALONG
 QH0047'STATE HIGHWAY 6, 43.6 FT. SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 QH0047'115.0 FT. SOUTHWEST OF POWER POLE 101 WITH TWO GUY WIRES, 36.5 FT.
 QH0047'EAST-NORTHEAST OF A TRIANGULAR BLAZED TREE 1.0 FT. IN DIAMETER,
 QH0047'10.0 FT. NORTHEAST OF A TRIANGULAR BLAZED TREE 0.5 FT. IN DIAMETER,
 QH0047'THE DISC IS 2-INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH
 QH0047'A 4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0069 ***********************************************************************
 QH0069  DESIGNATION -  R 182
 QH0069  PID         -  QH0069
 QH0069  STATE/COUNTY-  ME/SOMERSET
 QH0069  USGS QUAD   -  JACKMAN (1989)
 QH0069
 QH0069                         *CURRENT SURVEY CONTROL
 QH0069  ___________________________________________________________________
 QH0069* NAD 83(1986)-  45 43 33.     (N)    070 17 29.     (W)     SCALED    
 QH0069* NAVD 88     -       461.246  (meters)    1513.27   (feet)  ADJUSTED  
 QH0069  ___________________________________________________________________
 QH0069  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 QH0069  DYNAMIC HT  -         461.224 (meters)    1513.20  (feet)  COMP
 QH0069  MODELED GRAV-     980,553.0   (mgal)                       NAVD 88
 QH0069
 QH0069  VERT ORDER  -  FIRST     CLASS II
 QH0069
 QH0069.The horizontal coordinates were scaled from a topographic map and have
 QH0069.an estimated accuracy of +/- 6 seconds.
 QH0069
 QH0069.The orthometric height was determined by differential leveling
 QH0069.and adjusted by the National Geodetic Survey in June 1991..
 QH0069
 QH0069.The geoid height was determined by GEOID03.
 QH0069
 QH0069.The dynamic height is computed by dividing the NAVD 88
 QH0069.geopotential number by the normal gravity value computed on the
 QH0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QH0069.degrees latitude (g = 980.6199 gals.).
 QH0069
 QH0069.The modeled gravity was interpolated from observed gravity values.
 QH0069
 QH0069;                    North         East    Units  Estimated Accuracy
 QH0069;SPC ME W     -   321,410.      890,290.      MT  (+/- 180 meters Scaled)
 QH0069
 QH0069                          SUPERSEDED SURVEY CONTROL
 QH0069
 QH0069.No superseded survey control is available for this station.
 QH0069
 QH0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL995643(NAD 83)
 QH0069_MARKER: DB = BENCH MARK DISK
 QH0069_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QH0069_SP_SET: ABUTMENT
 QH0069_STAMPING: R 182 1978
 QH0069_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QH0069
 QH0069  HISTORY     - Date     Condition        Report By
 QH0069  HISTORY     - 1978     MONUMENTED       NGS
 QH0069
 QH0069                          STATION DESCRIPTION
 QH0069
 QH0069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QH0069'7.55 MI NW FROM JACKMAN.
 QH0069'7.55 MILES NORTHWEST ALONG STATE HIGHWAY 6 FROM ITS JUNCTION WITH
 QH0069'THE CANADIAN PACIFIC RAILROAD AT JACKMAN, 17.2 FT. WEST-NORTHWEST OF
 QH0069'THE CENTER LINE OF THE HIGHWAY,SET IN TOP OF THE WEST END OF THE
 QH0069'SOUTH ABUTMENT OF A BRIDGE, 13.9 FT. NORTHEAST OF THE SOUTHWEST END
 QH0069'OF THE SOUTHWEST WINGWALL, ALSO MAY BE REACHED BY GOING 8.2 MILES
 QH0069'SOUTHEAST ALONG STATE HIGHWAY 6 FROM THE INTERNATIONAL BOUNDARY AT
 QH0069'JACKMAN PORT OF ENTRY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1139 ***********************************************************************
 QG1139  DESIGNATION -  R 183
 QG1139  PID         -  QG1139
 QG1139  STATE/COUNTY-  ME/PISCATAQUIS
 QG1139  USGS QUAD   -  HARDY POND (1988)
 QG1139
 QG1139                         *CURRENT SURVEY CONTROL
 QG1139  ___________________________________________________________________
 QG1139* NAD 83(1986)-  45 16 58.     (N)    068 49 14.     (W)     SCALED    
 QG1139* NAVD 88     -        70.153  (meters)     230.16   (feet)  ADJUSTED  
 QG1139  ___________________________________________________________________
 QG1139  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 QG1139  DYNAMIC HT  -          70.152 (meters)     230.16  (feet)  COMP
 QG1139  MODELED GRAV-     980,605.8   (mgal)                       NAVD 88
 QG1139
 QG1139  VERT ORDER  -  FIRST     CLASS II
 QG1139
 QG1139.The horizontal coordinates were scaled from a topographic map and have
 QG1139.an estimated accuracy of +/- 6 seconds.
 QG1139
 QG1139.The orthometric height was determined by differential leveling
 QG1139.and adjusted by the National Geodetic Survey in June 1991..
 QG1139
 QG1139.The geoid height was determined by GEOID03.
 QG1139
 QG1139.The dynamic height is computed by dividing the NAVD 88
 QG1139.geopotential number by the normal gravity value computed on the
 QG1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1139.degrees latitude (g = 980.6199 gals.).
 QG1139
 QG1139.The modeled gravity was interpolated from observed gravity values.
 QG1139
 QG1139;                    North         East    Units  Estimated Accuracy
 QG1139;SPC ME E     -   179,620.      274,850.      MT  (+/- 180 meters Scaled)
 QG1139
 QG1139                          SUPERSEDED SURVEY CONTROL
 QG1139
 QG1139.No superseded survey control is available for this station.
 QG1139
 QG1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL140143(NAD 83)
 QG1139_MARKER: DB = BENCH MARK DISK
 QG1139_SETTING: 66 = SET IN ROCK OUTCROP
 QG1139_SP_SET: ROCK OUTCROP
 QG1139_STAMPING: R 183 1978
 QG1139_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG1139+STABILITY: POSITION/ELEVATION WELL
 QG1139
 QG1139  HISTORY     - Date     Condition        Report By
 QG1139  HISTORY     - 1978     MONUMENTED       NGS
 QG1139
 QG1139                          STATION DESCRIPTION
 QG1139
 QG1139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1139'10.7 MI NW FROM MILO.
 QG1139'10.75 MILES EAST ALONG OLD STATE HIGHWAY 16 FROM THE POST OFFICE AT
 QG1139'MILO, 2.2 MILES NORTHWEST ALONG STATE HIGHWAY 116 FROM THE NORTH END
 QG1139'OF THE LARGE STATE HIGHWAY 116 BRIDGE OVER THE PISCCATAQUIS RIVER AT
 QG1139'HOWLAND, TO THE Y-JUNCTION OF OLD STATE HIGHWAY 16, THENCE 8.10 MILES
 QG1139'WESTERLY ALONG OLD STATE HIGHWAY 16, 32.0 FT. NORTHEAST FROM THE
 QG1139'CENTER LINE OF THE HIGHWAY, 31.8 FT. NORTHWEST FROM THE NORTHWEST FACE
 QG1139'OF A 9-INCH BIRCH TREE, IN THE TOP OF A 20 BY 50-FT. ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1170 ***********************************************************************
 QG1170  DESIGNATION -  R 184
 QG1170  PID         -  QG1170
 QG1170  STATE/COUNTY-  ME/PENOBSCOT
 QG1170  USGS QUAD   -  MATTAWAMKEAG (1988)
 QG1170
 QG1170                         *CURRENT SURVEY CONTROL
 QG1170  ___________________________________________________________________
 QG1170* NAD 83(1986)-  45 30 16.     (N)    068 21 21.     (W)     SCALED    
 QG1170* NAVD 88     -        65.137  (meters)     213.70   (feet)  ADJUSTED  
 QG1170  ___________________________________________________________________
 QG1170  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 QG1170  DYNAMIC HT  -          65.138 (meters)     213.71  (feet)  COMP
 QG1170  MODELED GRAV-     980,632.4   (mgal)                       NAVD 88
 QG1170
 QG1170  VERT ORDER  -  FIRST     CLASS II
 QG1170
 QG1170.The horizontal coordinates were scaled from a topographic map and have
 QG1170.an estimated accuracy of +/- 6 seconds.
 QG1170
 QG1170.The orthometric height was determined by differential leveling
 QG1170.and adjusted by the National Geodetic Survey in June 1991..
 QG1170
 QG1170.The geoid height was determined by GEOID03.
 QG1170
 QG1170.The dynamic height is computed by dividing the NAVD 88
 QG1170.geopotential number by the normal gravity value computed on the
 QG1170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1170.degrees latitude (g = 980.6199 gals.).
 QG1170
 QG1170.The modeled gravity was interpolated from observed gravity values.
 QG1170
 QG1170;                    North         East    Units  Estimated Accuracy
 QG1170;SPC ME E     -   204,210.      311,270.      MT  (+/- 180 meters Scaled)
 QG1170
 QG1170                          SUPERSEDED SURVEY CONTROL
 QG1170
 QG1170.No superseded survey control is available for this station.
 QG1170
 QG1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL503391(NAD 83)
 QG1170_MARKER: DB = BENCH MARK DISK
 QG1170_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QG1170_SP_SET: STAINLESS STEEL ROD
 QG1170_STAMPING: R 184 1978
 QG1170_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG1170
 QG1170  HISTORY     - Date     Condition        Report By
 QG1170  HISTORY     - 1978     MONUMENTED       NGS
 QG1170
 QG1170                          STATION DESCRIPTION
 QG1170
 QG1170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1170'0.8 MI NORTH FROM MATTAWAMKEAG.
 QG1170'0.8 MILE SOUTH ALONG U.S. HIGHWAY 2 FROM THE MUNICIPAL BUILDING AT
 QG1170'MATTAWAMKEAG, 73.2 FT. SOUTHWEST OF THE WEST CORNER OF A ONE STORY
 QG1170'WOOD FRAME HOUSE BELONGING TO C. LYON, 28.8 FT. SOUTHEAST OF THE
 QG1170'CENTER LINE OF THE HIGHWAY, 4.9 FT. SOUTHWEST OF A POWER POLE WITH
 QG1170'ONE TRANSFORMER AND ONE LIGHT. DISK IS 3 INCHES BELOW THE GROUND,
 QG1170'ACCESS TO WHICH IS HAD THROUGH A 4 INCH PLASTIC SCREW PLUG. ALSO
 QG1170'1.7 MILES NORTHEAST ALONG U.S. HIGHWAY 2 FROM THE POST OFFICE AT WINN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0484 ***********************************************************************
 RF0484  DESIGNATION -  R 185
 RF0484  PID         -  RF0484
 RF0484  STATE/COUNTY-  ME/AROOSTOOK
 RF0484  USGS QUAD   -  WINTERVILLE (1985)
 RF0484
 RF0484                         *CURRENT SURVEY CONTROL
 RF0484  ___________________________________________________________________
 RF0484* NAD 83(1986)-  46 55 26.     (N)    068 31 20.     (W)     SCALED    
 RF0484* NAVD 88     -       337.343  (meters)    1106.77   (feet)  ADJUSTED  
 RF0484  ___________________________________________________________________
 RF0484  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 RF0484  DYNAMIC HT  -         337.376 (meters)    1106.87  (feet)  COMP
 RF0484  MODELED GRAV-     980,702.4   (mgal)                       NAVD 88
 RF0484
 RF0484  VERT ORDER  -  FIRST     CLASS II
 RF0484
 RF0484.The horizontal coordinates were scaled from a topographic map and have
 RF0484.an estimated accuracy of +/- 6 seconds.
 RF0484
 RF0484.The orthometric height was determined by differential leveling
 RF0484.and adjusted by the National Geodetic Survey in June 1991..
 RF0484
 RF0484.The geoid height was determined by GEOID03.
 RF0484
 RF0484.The dynamic height is computed by dividing the NAVD 88
 RF0484.geopotential number by the normal gravity value computed on the
 RF0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0484.degrees latitude (g = 980.6199 gals.).
 RF0484
 RF0484.The modeled gravity was interpolated from observed gravity values.
 RF0484
 RF0484;                    North         East    Units  Estimated Accuracy
 RF0484;SPC ME E     -   361,960.      298,310.      MT  (+/- 180 meters Scaled)
 RF0484
 RF0484                          SUPERSEDED SURVEY CONTROL
 RF0484
 RF0484.No superseded survey control is available for this station.
 RF0484
 RF0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM363968(NAD 83)
 RF0484_MARKER: DB = BENCH MARK DISK
 RF0484_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RF0484_SP_SET: STAINLESS STEEL ROD
 RF0484_STAMPING: R 185 1978
 RF0484_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0484
 RF0484  HISTORY     - Date     Condition        Report By
 RF0484  HISTORY     - 1978     MONUMENTED       NGS
 RF0484
 RF0484                          STATION DESCRIPTION
 RF0484
 RF0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0484'8.95 MI SOUTH FROM EAGLE LAKE.
 RF0484'8.95 MILES SOUTH ALONG STATE HIGHWAY 11 FROM ST. MARYS CHURCH AT
 RF0484'EAGLE LAKE, 0.75 MILES SOUTH OF A REST AREA AT TOWN LINE MARKER POST
 RF0484'T 14 R 6, 38.1 FT. NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 RF0484'76.0 FT. EAST AND ACROSS THE ROAD FROM POWER POLE 89,27.1 FT.
 RF0484'SOUTHEAST OF A 3-INCH METAL POST TO A ROUTE 11 SIGN, 6.1 FT. NORTH-
 RF0484'EAST OF THE MARKER POST, THE DISK IS 2 INCHES BELOW GROUND, ACCESS
 RF0484'TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0458 ***********************************************************************
 RF0458  DESIGNATION -  R 186
 RF0458  PID         -  RF0458
 RF0458  STATE/COUNTY-  ME/AROOSTOOK
 RF0458  USGS QUAD   -  ASHLAND (1986)
 RF0458
 RF0458                         *CURRENT SURVEY CONTROL
 RF0458  ___________________________________________________________________
 RF0458* NAD 83(1986)-  46 41 40.     (N)    068 27 10.     (W)     SCALED    
 RF0458* NAVD 88     -       196.367  (meters)     644.25   (feet)  ADJUSTED  
 RF0458  ___________________________________________________________________
 RF0458  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 RF0458  DYNAMIC HT  -         196.386 (meters)     644.31  (feet)  COMP
 RF0458  MODELED GRAV-     980,706.9   (mgal)                       NAVD 88
 RF0458
 RF0458  VERT ORDER  -  FIRST     CLASS II
 RF0458
 RF0458.The horizontal coordinates were scaled from a topographic map and have
 RF0458.an estimated accuracy of +/- 6 seconds.
 RF0458
 RF0458.The orthometric height was determined by differential leveling
 RF0458.and adjusted by the National Geodetic Survey in June 1991..
 RF0458
 RF0458.The geoid height was determined by GEOID03.
 RF0458
 RF0458.The dynamic height is computed by dividing the NAVD 88
 RF0458.geopotential number by the normal gravity value computed on the
 RF0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0458.degrees latitude (g = 980.6199 gals.).
 RF0458
 RF0458.The modeled gravity was interpolated from observed gravity values.
 RF0458
 RF0458;                    North         East    Units  Estimated Accuracy
 RF0458;SPC ME E     -   336,460.      303,610.      MT  (+/- 180 meters Scaled)
 RF0458
 RF0458                          SUPERSEDED SURVEY CONTROL
 RF0458
 RF0458.No superseded survey control is available for this station.
 RF0458
 RF0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM418713(NAD 83)
 RF0458_MARKER: DB = BENCH MARK DISK
 RF0458_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RF0458_SP_SET: STAINLESS STEEL ROD
 RF0458_STAMPING: R 186 1978
 RF0458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0458
 RF0458  HISTORY     - Date     Condition        Report By
 RF0458  HISTORY     - 1978     MONUMENTED       NGS
 RF0458
 RF0458                          STATION DESCRIPTION
 RF0458
 RF0458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0458'4.95 MI SOUTH FROM PORTAGE.
 RF0458'4.9 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT
 RF0458'PORTAGE, THENCE 0.05 MILES WEST ALONG A DIM WOODS ROAD, AT A T-JUNC
 RF0458'TION OF A NORTH SOUTH WOODS ROAD, 237.0 FEET WEST ALONG THE DIM
 RF0458'WOODS ROAD FROM THR CENTER LINE OF THE HIGHWAY, 22.0 FEET WEST OF
 RF0458'THE CENTER LINE OF THE NORTH-SOUTH ROAD, 27.7 FEET SOUTHEAST OF A
 RF0458'9-INCH TRIANGLE BLAZED PINE TREE, 6.9 FEET NORTH OF A 7-INCH CEDAR
 RF0458'TREE. THE DISK IS 2-INCH BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH
 RF0458'A 4-INCH PLASTIC SCREW PLUG 1-INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0378 ***********************************************************************
 RF0378  DESIGNATION -  R 187
 RF0378  PID         -  RF0378
 RF0378  STATE/COUNTY-  ME/AROOSTOOK
 RF0378  USGS QUAD   -  BIG MACHIAS LAKE (1985)
 RF0378
 RF0378                         *CURRENT SURVEY CONTROL
 RF0378  ___________________________________________________________________
 RF0378* NAD 83(1986)-  46 40 47.     (N)    068 48 55.     (W)     SCALED    
 RF0378* NAVD 88     -       282.645  (meters)     927.31   (feet)  ADJUSTED  
 RF0378  ___________________________________________________________________
 RF0378  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 RF0378  DYNAMIC HT  -         282.667 (meters)     927.38  (feet)  COMP
 RF0378  MODELED GRAV-     980,685.5   (mgal)                       NAVD 88
 RF0378
 RF0378  VERT ORDER  -  FIRST     CLASS II
 RF0378
 RF0378.The horizontal coordinates were scaled from a topographic map and have
 RF0378.an estimated accuracy of +/- 6 seconds.
 RF0378
 RF0378.The orthometric height was determined by differential leveling
 RF0378.and adjusted by the National Geodetic Survey in June 1991..
 RF0378
 RF0378.The geoid height was determined by GEOID03.
 RF0378
 RF0378.The dynamic height is computed by dividing the NAVD 88
 RF0378.geopotential number by the normal gravity value computed on the
 RF0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0378.degrees latitude (g = 980.6199 gals.).
 RF0378
 RF0378.The modeled gravity was interpolated from observed gravity values.
 RF0378
 RF0378;                    North         East    Units  Estimated Accuracy
 RF0378;SPC ME E     -   334,870.      275,880.      MT  (+/- 180 meters Scaled)
 RF0378
 RF0378                          SUPERSEDED SURVEY CONTROL
 RF0378
 RF0378.No superseded survey control is available for this station.
 RF0378
 RF0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM141695(NAD 83)
 RF0378_MARKER: DB = BENCH MARK DISK
 RF0378_SETTING: 66 = SET IN ROCK OUTCROP
 RF0378_SP_SET: OUTCROP
 RF0378_STAMPING: R 187 1978
 RF0378_MARK LOGO: NGS   
 RF0378_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0378+STABILITY: POSITION/ELEVATION WELL
 RF0378
 RF0378  HISTORY     - Date     Condition        Report By
 RF0378  HISTORY     - 1978     MONUMENTED       NGS
 RF0378  HISTORY     - 1983     GOOD             USGS-M
 RF0378
 RF0378                          STATION DESCRIPTION
 RF0378
 RF0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0378'17.2 MI WEST FROM SIX MILE CHECK POINT.
 RF0378'10.95 MILES WEST ALONG AMERICAN REALTY ROAD FROM SIX MILE CHECK
 RF0378'POINT, THENCE 6.25 MILES WEST ALONG MAIN TRAVELED GRAVEL ROAD,
 RF0378'0.95 MILE SOUTHWEST OF MILE MARKER 22, 0.6 MILE SOUTH OF THE
 RF0378'Y-JUNCTION OF A GRAVEL ROAD LEADING WEST, 0.35 MILE SOUTH OF THE
 RF0378'Y-JUNCTION OF A GRAVEL ROAD LEADING SOUTHWEST, 22.5 FEET WEST OF
 RF0378'THE CENTER LINE, 25.9 FEET SOUTH OF A 21-INCH CEDAR TREE, IN THE
 RF0378'TOP OF A CONSPICIUOUS 12 BY 7-FT. OUTCROP 2 FEET ABOVE GROUND.
 RF0378
 RF0378                          STATION RECOVERY (1983)
 RF0378
 RF0378'RECOVERY NOTE BY USGS MID-CONTINENT MAPPING CENTER 1983
 RF0378'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1194 ***********************************************************************
 QG1194  DESIGNATION -  R 187 X
 QG1194  PID         -  QG1194
 QG1194  STATE/COUNTY-  ME/AROOSTOOK
 QG1194  USGS QUAD   -  WYTOPITLOCK (1988)
 QG1194
 QG1194                         *CURRENT SURVEY CONTROL
 QG1194  ___________________________________________________________________
 QG1194* NAD 83(1986)-  45 39 47.     (N)    068 02 15.     (W)     SCALED    
 QG1194* NAVD 88     -        97.861  (meters)     321.07   (feet)  ADJUSTED  
 QG1194  ___________________________________________________________________
 QG1194  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 QG1194  DYNAMIC HT  -          97.863 (meters)     321.07  (feet)  COMP
 QG1194  MODELED GRAV-     980,632.9   (mgal)                       NAVD 88
 QG1194
 QG1194  VERT ORDER  -  FIRST     CLASS II
 QG1194
 QG1194.The horizontal coordinates were scaled from a topographic map and have
 QG1194.an estimated accuracy of +/- 6 seconds.
 QG1194
 QG1194.The orthometric height was determined by differential leveling
 QG1194.and adjusted by the National Geodetic Survey in June 1991..
 QG1194
 QG1194.The geoid height was determined by GEOID03.
 QG1194
 QG1194.The dynamic height is computed by dividing the NAVD 88
 QG1194.geopotential number by the normal gravity value computed on the
 QG1194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1194.degrees latitude (g = 980.6199 gals.).
 QG1194
 QG1194.The modeled gravity was interpolated from observed gravity values.
 QG1194
 QG1194;                    North         East    Units  Estimated Accuracy
 QG1194;SPC ME E     -   221,930.      336,040.      MT  (+/- 180 meters Scaled)
 QG1194
 QG1194                          SUPERSEDED SURVEY CONTROL
 QG1194
 QG1194.No superseded survey control is available for this station.
 QG1194
 QG1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL749570(NAD 83)
 QG1194_MARKER: DB = BENCH MARK DISK
 QG1194_SETTING: 66 = SET IN ROCK OUTCROP
 QG1194_SP_SET: ROCK OUTCROP
 QG1194_STAMPING: R 187 X 1978
 QG1194_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG1194+STABILITY: POSITION/ELEVATION WELL
 QG1194
 QG1194  HISTORY     - Date     Condition        Report By
 QG1194  HISTORY     - 1978     MONUMENTED       NGS
 QG1194
 QG1194                          STATION DESCRIPTION
 QG1194
 QG1194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1194'0.7 MI SW FROM BANCROFT.
 QG1194'NOTE. ANOTHER BENCH MARK WITHIN THIS STATE APPEARS WITH THIS STAMPING
 QG1194'IN ORDER TO OBTAIN UNIQUE DESIGNATIONS A X HAS BEEN APPENDED TO THIS
 QG1194'DESIGNATION AND WILL BE STAMPED AS SUCH AT A LATER DATE.
 QG1194'ALFRED BAUGH FOUND THIS MARK TO BE UNDER 2 FT OF WATER WHEN HE WENT
 QG1194'BACK TO STAMP THE X IN THE DISK. LETTER DATED JUNE 29 1979.
 QG1194'0.7 MILES SOUTHWEST ALONG A PAVED ROAD LEADING TO WYTOPITLOCK FROM
 QG1194'THE CANADIAN PACIFIC RAILROAD CROSSING AT BANCROFT, 64.2 FT.
 QG1194'SOUTHEAST OF CENTER LINE OF HIGHWAY, 36.8 FT. EAST SOUTHEAST OF A 36
 QG1194'INCH OAK TREE, 1.8 FT. NORTHWEST OF THE NORTHWEST BANK OF THE
 QG1194'MATTAWAMKEAG RIVER. DISK SET IN BEDROCK 8 INCHES ABOVE WATER LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0402 ***********************************************************************
 RF0402  DESIGNATION -  R 188
 RF0402  PID         -  RF0402
 RF0402  STATE/COUNTY-  ME/AROOSTOOK
 RF0402  USGS QUAD   -  THIRD MUSQUACOOK LAKE (1986)
 RF0402
 RF0402                         *CURRENT SURVEY CONTROL
 RF0402  ___________________________________________________________________
 RF0402* NAD 83(1986)-  46 37 08.     (N)    069 11 02.     (W)     SCALED    
 RF0402* NAVD 88     -       363.299  (meters)    1191.92   (feet)  ADJUSTED  
 RF0402  ___________________________________________________________________
 RF0402  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 RF0402  DYNAMIC HT  -         363.318 (meters)    1191.99  (feet)  COMP
 RF0402  MODELED GRAV-     980,656.4   (mgal)                       NAVD 88
 RF0402
 RF0402  VERT ORDER  -  FIRST     CLASS II
 RF0402
 RF0402.The horizontal coordinates were scaled from a topographic map and have
 RF0402.an estimated accuracy of +/- 6 seconds.
 RF0402
 RF0402.The orthometric height was determined by differential leveling
 RF0402.and adjusted by the National Geodetic Survey in June 1991..
 RF0402
 RF0402.The geoid height was determined by GEOID03.
 RF0402
 RF0402.The dynamic height is computed by dividing the NAVD 88
 RF0402.geopotential number by the normal gravity value computed on the
 RF0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0402.degrees latitude (g = 980.6199 gals.).
 RF0402
 RF0402.The modeled gravity was interpolated from observed gravity values.
 RF0402
 RF0402;                    North         East    Units  Estimated Accuracy
 RF0402;SPC ME E     -   328,290.      247,620.      MT  (+/- 180 meters Scaled)
 RF0402
 RF0402                          SUPERSEDED SURVEY CONTROL
 RF0402
 RF0402.No superseded survey control is available for this station.
 RF0402
 RF0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM859628(NAD 83)
 RF0402_MARKER: DB = BENCH MARK DISK
 RF0402_SETTING: 66 = SET IN ROCK OUTCROP
 RF0402_SP_SET: OUTCROP
 RF0402_STAMPING: R 188 1978
 RF0402_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0402+STABILITY: POSITION/ELEVATION WELL
 RF0402
 RF0402  HISTORY     - Date     Condition        Report By
 RF0402  HISTORY     - 1978     MONUMENTED       NGS
 RF0402
 RF0402                          STATION DESCRIPTION
 RF0402
 RF0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0402'0.95 MILES NW FROM MUSQUACOOK CHECK POINT.
 RF0402'0.95 MILE NORTHWEST ALONG THE MAIN TRAVELED GRAVEL ROAD FROM
 RF0402'MUSQUACOOK CHECK POINT, AT THE T-JUNCTION OF A GRAVEL ROAD LEADING
 RF0402'NORTH, 147.0 FEET NORTHEAST OF THE MAIN ROAD, 69.0 FEET EAST OF
 RF0402'THE CENTER LINE OF THE OTHER ROAD, AT THE SOUTHWEST EDGE OF A
 RF0402'SMALL STAND OF YOUNG TREES, IN THE TOP OF A 3 BY 9-FT. OUTCROP,
 RF0402'1 FOOT ABOVE GROUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0435 ***********************************************************************
 RF0435  DESIGNATION -  R 189
 RF0435  PID         -  RF0435
 RF0435  STATE/COUNTY-  ME/AROOSTOOK
 RF0435  USGS QUAD   -  FOOL BROOK (1986)
 RF0435
 RF0435                         *CURRENT SURVEY CONTROL
 RF0435  ___________________________________________________________________
 RF0435* NAD 83(1986)-  46 35 57.     (N)    069 43 34.     (W)     SCALED    
 RF0435* NAVD 88     -       399.162  (meters)    1309.58   (feet)  ADJUSTED  
 RF0435  ___________________________________________________________________
 RF0435  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 RF0435  DYNAMIC HT  -         399.170 (meters)    1309.61  (feet)  COMP
 RF0435  MODELED GRAV-     980,623.8   (mgal)                       NAVD 88
 RF0435
 RF0435  VERT ORDER  -  FIRST     CLASS II
 RF0435
 RF0435.The horizontal coordinates were scaled from a topographic map and have
 RF0435.an estimated accuracy of +/- 6 seconds.
 RF0435
 RF0435.The orthometric height was determined by differential leveling
 RF0435.and adjusted by the National Geodetic Survey in June 1991..
 RF0435
 RF0435.The geoid height was determined by GEOID03.
 RF0435
 RF0435.The dynamic height is computed by dividing the NAVD 88
 RF0435.geopotential number by the normal gravity value computed on the
 RF0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0435.degrees latitude (g = 980.6199 gals.).
 RF0435
 RF0435.The modeled gravity was interpolated from observed gravity values.
 RF0435
 RF0435;                    North         East    Units  Estimated Accuracy
 RF0435;SPC ME E     -   326,600.      206,060.      MT  (+/- 180 meters Scaled)
 RF0435
 RF0435                          SUPERSEDED SURVEY CONTROL
 RF0435
 RF0435.No superseded survey control is available for this station.
 RF0435
 RF0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM443608(NAD 83)
 RF0435_MARKER: DB = BENCH MARK DISK
 RF0435_SETTING: 66 = SET IN ROCK OUTCROP
 RF0435_SP_SET: LEDGE
 RF0435_STAMPING: R 189 1978
 RF0435_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0435+STABILITY: POSITION/ELEVATION WELL
 RF0435
 RF0435  HISTORY     - Date     Condition        Report By
 RF0435  HISTORY     - 1978     MONUMENTED       NGS
 RF0435
 RF0435                          STATION DESCRIPTION
 RF0435
 RF0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0435'15.3 MI EAST FROM DAAQUAM.
 RF0435'15.3 MILES EAST ALONG THE MAIN TRAVELED GRAVEL ROAD FROM THE U.S.
 RF0435'CUSTOMS OFFICE AT DAAQUAM, 5.15 MILES NORTHEAST OF THE SOUTHEAST
 RF0435'END OF A BRIDGE OVER THE ST. JOHN RIVER, 3.5 MILES EAST OF THE
 RF0435'T-JUNCTION OF A ROAD LEADING NORTH TO RED PINE CAMP SITES, 0.25
 RF0435'MILES WEST OF TOWNSHIP POST T11 R15, 11.05 MILES WEST OF THE POST
 RF0435'OFFICE AT CLAYTON LAKE, AT THE BEGINNING OF A SLIGHT BREAK IN
 RF0435'GRADE, 27.5 FEET SOUTH OF THE CENTER LINE OF THE ROAD, ABOUT 276
 RF0435'FEET EAST ALONG THE ROAD FROM THE SOUTH END OF THE EAST ONE OF A
 RF0435'TWIN 22-INCH METAL PIPE CULVERTS UNDER THE ROAD,
 RF0435'IN THE TOP OF THE WEST END OF A LARGE SHALE LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0044 ***********************************************************************
 QF0044  DESIGNATION -  R 19
 QF0044  PID         -  QF0044
 QF0044  STATE/COUNTY-  ME/WASHINGTON
 QF0044  USGS QUAD   -  WOODLAND (1987)
 QF0044
 QF0044                         *CURRENT SURVEY CONTROL
 QF0044  ___________________________________________________________________
 QF0044* NAD 83(1986)-  45 13 30.     (N)    067 29 17.     (W)     SCALED    
 QF0044* NAVD 88     -        64.482  (meters)     211.55   (feet)  ADJUSTED  
 QF0044  ___________________________________________________________________
 QF0044  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 QF0044  DYNAMIC HT  -          64.481 (meters)     211.55  (feet)  COMP
 QF0044  MODELED GRAV-     980,602.6   (mgal)                       NAVD 88
 QF0044
 QF0044  VERT ORDER  -  SECOND    CLASS 0
 QF0044
 QF0044.The horizontal coordinates were scaled from a topographic map and have
 QF0044.an estimated accuracy of +/- 6 seconds.
 QF0044
 QF0044.The orthometric height was determined by differential leveling
 QF0044.and adjusted by the National Geodetic Survey in June 1991..
 QF0044
 QF0044.The geoid height was determined by GEOID03.
 QF0044
 QF0044.The dynamic height is computed by dividing the NAVD 88
 QF0044.geopotential number by the normal gravity value computed on the
 QF0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0044.degrees latitude (g = 980.6199 gals.).
 QF0044
 QF0044.The modeled gravity was interpolated from observed gravity values.
 QF0044
 QF0044;                    North         East    Units  Estimated Accuracy
 QF0044;SPC ME E     -   173,640.      379,470.      MT  (+/- 180 meters Scaled)
 QF0044
 QF0044                          SUPERSEDED SURVEY CONTROL
 QF0044
 QF0044  NGVD 29 (??/??/92)   64.678  (m)          212.20   (f) ADJ UNCH    2 0
 QF0044
 QF0044.Superseded values are not recommended for survey control.
 QF0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0044.See file dsdata.txt to determine how the superseded data were derived.
 QF0044
 QF0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL186090(NAD 83)
 QF0044_MARKER: DB = BENCH MARK DISK
 QF0044_SETTING: 66 = SET IN ROCK OUTCROP
 QF0044_SP_SET: ROCK LEDGE OUTCROP
 QF0044_STAMPING: 212.198 R 19 1933
 QF0044_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0044+STABILITY: POSITION/ELEVATION WELL
 QF0044
 QF0044  HISTORY     - Date     Condition        Report By
 QF0044  HISTORY     - 1933     MONUMENTED       CGS
 QF0044  HISTORY     - 1934     GOOD             NGS
 QF0044
 QF0044                          STATION DESCRIPTION
 QF0044
 QF0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 QF0044'5 MI E FROM PRINCETON.
 QF0044'5 MILES EAST ALONG THE OLD ROADBED OF THE ABANDONED MAINE CENTRAL
 QF0044'RAILROAD FROM THE STATION AT PRINCETON, WASHINGTON COUNTY, ABOUT
 QF0044'1 MILE SOUTHEAST OF THE KELLEYLAND ROAD CROSSING, AT THE WEST END
 QF0044'OF A SHORT CUT, 6 YARDS SOUTHWEST OF THE CENTER LINE OF THE OLD
 QF0044'ROADBED, IN THE TOP OF A ROCK LEDGE OUTCROP, AND ABOUT 2 FEET
 QF0044'ABOVE THE OLD ROADBED.  A STANDARD DISK, STAMPED 212.198 R 19 1933.
 QF0044
 QF0044                          STATION RECOVERY (1934)
 QF0044
 QF0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QF0044'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0418 ***********************************************************************
 RF0418  DESIGNATION -  R 190
 RF0418  PID         -  RF0418
 RF0418  STATE/COUNTY-  ME/AROOSTOOK
 RF0418  USGS QUAD   -  UMSASKIS LAKE WEST (1986)
 RF0418
 RF0418                         *CURRENT SURVEY CONTROL
 RF0418  ___________________________________________________________________
 RF0418* NAD 83(1986)-  46 36 44.     (N)    069 27 14.     (W)     SCALED    
 RF0418* NAVD 88     -       350.377  (meters)    1149.53   (feet)  ADJUSTED  
 RF0418  ___________________________________________________________________
 RF0418  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 RF0418  DYNAMIC HT  -         350.388 (meters)    1149.56  (feet)  COMP
 RF0418  MODELED GRAV-     980,633.8   (mgal)                       NAVD 88
 RF0418
 RF0418  VERT ORDER  -  FIRST     CLASS II
 RF0418
 RF0418.The horizontal coordinates were scaled from a topographic map and have
 RF0418.an estimated accuracy of +/- 6 seconds.
 RF0418
 RF0418.The orthometric height was determined by differential leveling
 RF0418.and adjusted by the National Geodetic Survey in June 1991..
 RF0418
 RF0418.The geoid height was determined by GEOID03.
 RF0418
 RF0418.The dynamic height is computed by dividing the NAVD 88
 RF0418.geopotential number by the normal gravity value computed on the
 RF0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0418.degrees latitude (g = 980.6199 gals.).
 RF0418
 RF0418.The modeled gravity was interpolated from observed gravity values.
 RF0418
 RF0418;                    North         East    Units  Estimated Accuracy
 RF0418;SPC ME E     -   327,760.      226,940.      MT  (+/- 180 meters Scaled)
 RF0418
 RF0418                          SUPERSEDED SURVEY CONTROL
 RF0418
 RF0418.No superseded survey control is available for this station.
 RF0418
 RF0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM652621(NAD 83)
 RF0418_MARKER: DB = BENCH MARK DISK
 RF0418_SETTING: 66 = SET IN ROCK OUTCROP
 RF0418_SP_SET: LEDGE
 RF0418_STAMPING: R 190 1978
 RF0418_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0418+STABILITY: POSITION/ELEVATION WELL
 RF0418
 RF0418  HISTORY     - Date     Condition        Report By
 RF0418  HISTORY     - 1978     MONUMENTED       NGS
 RF0418
 RF0418                          STATION DESCRIPTION
 RF0418
 RF0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0418'4.15 MI EAST FROM CLAYTON LAKE.
 RF0418'4.15 MILES EAST ALONG THE MAIN TRAVELED GRAVEL ROAD FROM THE POST
 RF0418'OFFICE AT THE CLAYTON LAKE, 1.4 MILES EAST OF A SMALL WOODEN BRIDGE
 RF0418'OVER PRIESTLY BROOK, OPPOSITE AND NORTHEAST OF THE Y-JUNCTION OF A
 RF0418'ROUGH LOGGING ROAD, 256.0 FEET SOUTHEAST, 21.0 FEET NORTH OF THE
 RF0418'CENTER LINE OF THE ROAD, 256.0 FEET WEST OF THE CENTER LINE OF A
 RF0418'HEAVILY TRAVELED ROAD LEADING NORTH TO ST. PAUL LUMBER COMPANY,
 RF0418'119.0 FEET WEST OF THE NORTH END OF A 16-INCH METAL PIPE CULVERT,
 RF0418'21.9 FEET SOUTH OF A 16-INCH TRIANGLE BLAZED FIR TREE,
 RF0418'IN THE TOP OF A FLAT ROCK LEDGE LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0282 ***********************************************************************
 QF0282  DESIGNATION -  R 191
 QF0282  PID         -  QF0282
 QF0282  STATE/COUNTY-  ME/WASHINGTON
 QF0282  USGS QUAD   -  BROOKTON (1988)
 QF0282
 QF0282                         *CURRENT SURVEY CONTROL
 QF0282  ___________________________________________________________________
 QF0282* NAD 83(1986)-  45 32 26.     (N)    067 46 24.     (W)     SCALED    
 QF0282* NAVD 88     -       152.471  (meters)     500.23   (feet)  ADJUSTED  
 QF0282  ___________________________________________________________________
 QF0282  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 QF0282  DYNAMIC HT  -         152.471 (meters)     500.23  (feet)  COMP
 QF0282  MODELED GRAV-     980,612.3   (mgal)                       NAVD 88
 QF0282
 QF0282  VERT ORDER  -  FIRST     CLASS II
 QF0282
 QF0282.The horizontal coordinates were scaled from a topographic map and have
 QF0282.an estimated accuracy of +/- 6 seconds.
 QF0282
 QF0282.The orthometric height was determined by differential leveling
 QF0282.and adjusted by the National Geodetic Survey in June 1991..
 QF0282
 QF0282.The geoid height was determined by GEOID03.
 QF0282
 QF0282.The dynamic height is computed by dividing the NAVD 88
 QF0282.geopotential number by the normal gravity value computed on the
 QF0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0282.degrees latitude (g = 980.6199 gals.).
 QF0282
 QF0282.The modeled gravity was interpolated from observed gravity values.
 QF0282
 QF0282;                    North         East    Units  Estimated Accuracy
 QF0282;SPC ME E     -   208,470.      356,750.      MT  (+/- 180 meters Scaled)
 QF0282
 QF0282                          SUPERSEDED SURVEY CONTROL
 QF0282
 QF0282.No superseded survey control is available for this station.
 QF0282
 QF0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL957437(NAD 83)
 QF0282_MARKER: DB = BENCH MARK DISK
 QF0282_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QF0282_SP_SET: STAINLESS STEEL ROD
 QF0282_STAMPING: R 191 1978
 QF0282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QF0282
 QF0282  HISTORY     - Date     Condition        Report By
 QF0282  HISTORY     - 1978     MONUMENTED       NGS
 QF0282
 QF0282                          STATION DESCRIPTION
 QF0282
 QF0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0282'0.7 MI NW FROM BROOKTON.
 QF0282'0.7 MILE NORTHWEST ALONG U.S. HIGHWAY 1 FROM THE CROSS ROADS OF
 QF0282'LAKE ROAD AND FOREST STATION ROAD AT BROOKTON, 86.5 FEET NORTH-
 QF0282'NORTHWEST OF THE NORTHWEST CORNER OF A ONE STORY WOOD FRAME HOUSE
 QF0282'BELONGING TO E. KNIGHTS, 69.7 FEET NORTHEAST OF AND ACROSS THE
 QF0282'HIGHWAY FROM A POWER POLE WITH ONE TRANSFORMER AND ONE GUY WIRE,
 QF0282'65.9 FEET NORTHWEST OF THE NORTHWEST CORNER OF A TWO CAR GARAGE,
 QF0282'59.2 FEET NORTH OF POWER POLE NUMBER 148, 47.5 FEET NORTH OF THE
 QF0282'CENTER LINE OF A PAVED DRIVEWAY LEADING EAST TO A HOUSE, 28.2 FEET
 QF0282'EAST OF THE CENTER LINE OF HIGHWAY. DISK IS 4 INCHES BELOW GROUND,
 QF0282'ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0229 ***********************************************************************
 QF0229  DESIGNATION -  R 192
 QF0229  PID         -  QF0229
 QF0229  STATE/COUNTY-  ME/AROOSTOOK
 QF0229  USGS QUAD   -  NORTH AMITY (1989)
 QF0229
 QF0229                         *CURRENT SURVEY CONTROL
 QF0229  ___________________________________________________________________
 QF0229* NAD 83(1986)-  45 55 53.     (N)    067 49 49.     (W)     SCALED    
 QF0229* NAVD 88     -       189.302  (meters)     621.07   (feet)  ADJUSTED  
 QF0229  ___________________________________________________________________
 QF0229  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 QF0229  DYNAMIC HT  -         189.309 (meters)     621.09  (feet)  COMP
 QF0229  MODELED GRAV-     980,648.3   (mgal)                       NAVD 88
 QF0229
 QF0229  VERT ORDER  -  FIRST     CLASS II
 QF0229
 QF0229.The horizontal coordinates were scaled from a topographic map and have
 QF0229.an estimated accuracy of +/- 6 seconds.
 QF0229
 QF0229.The orthometric height was determined by differential leveling
 QF0229.and adjusted by the National Geodetic Survey in June 1991..
 QF0229
 QF0229.The geoid height was determined by GEOID03.
 QF0229
 QF0229.The dynamic height is computed by dividing the NAVD 88
 QF0229.geopotential number by the normal gravity value computed on the
 QF0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0229.degrees latitude (g = 980.6199 gals.).
 QF0229
 QF0229.The modeled gravity was interpolated from observed gravity values.
 QF0229
 QF0229;                    North         East    Units  Estimated Accuracy
 QF0229;SPC ME E     -   251,870.      351,940.      MT  (+/- 180 meters Scaled)
 QF0229
 QF0229                          SUPERSEDED SURVEY CONTROL
 QF0229
 QF0229.No superseded survey control is available for this station.
 QF0229
 QF0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL906870(NAD 83)
 QF0229_MARKER: DB = BENCH MARK DISK
 QF0229_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QF0229_SP_SET: STAINLESS STEEL ROD
 QF0229_STAMPING: R 192 1978
 QF0229_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QF0229
 QF0229  HISTORY     - Date     Condition        Report By
 QF0229  HISTORY     - 1978     MONUMENTED       NGS
 QF0229
 QF0229                          STATION DESCRIPTION
 QF0229
 QF0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0229'0.8 MI SOUTH FROM NORTH AMITY.
 QF0229'0.8 MILE SOUTH ALONG U.S. HIGHWAY 1 FROM THE AMITY BAPTIST CHURCH AT
 QF0229'NORTH AMITY, AT A POWER LINE CROSSING, 142.5 FT. SOUTH-SOUTHWEST OF
 QF0229'THE CENTER LINE OF A GRAVEL ROAD LEADING EAST-SOUTHEAST INTO A FIELD,
 QF0229'103.3 FT. SOUTHWEST OF TELEPHONE POLE 401 236, 32.0 FT. EAST-SOUTHEAST
 QF0229'OF THE CENTER LINE OF THE HIGHWAY, 2.7 FT. EAST-SOUTHEAST OF A POWER
 QF0229'POLE. THE DISK IS 4 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD
 QF0229'THROUGH A 4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0207 ***********************************************************************
 QF0207  DESIGNATION -  R 193
 QF0207  PID         -  QF0207
 QF0207  STATE/COUNTY-  ME/WASHINGTON
 QF0207  USGS QUAD   -  VANCEBORO (1988)
 QF0207
 QF0207                         *CURRENT SURVEY CONTROL
 QF0207  ___________________________________________________________________
 QF0207* NAD 83(1986)-  45 32 45.     (N)    067 29 00.     (W)     SCALED    
 QF0207* NAVD 88     -       128.928  (meters)     422.99   (feet)  ADJUSTED  
 QF0207  ___________________________________________________________________
 QF0207  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 QF0207  DYNAMIC HT  -         128.928 (meters)     422.99  (feet)  COMP
 QF0207  MODELED GRAV-     980,614.1   (mgal)                       NAVD 88
 QF0207
 QF0207  VERT ORDER  -  FIRST     CLASS II
 QF0207
 QF0207.The horizontal coordinates were scaled from a topographic map and have
 QF0207.an estimated accuracy of +/- 6 seconds.
 QF0207
 QF0207.The orthometric height was determined by differential leveling
 QF0207.and adjusted by the National Geodetic Survey in June 1991..
 QF0207
 QF0207.The geoid height was determined by GEOID03.
 QF0207
 QF0207.The dynamic height is computed by dividing the NAVD 88
 QF0207.geopotential number by the normal gravity value computed on the
 QF0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0207.degrees latitude (g = 980.6199 gals.).
 QF0207
 QF0207.The modeled gravity was interpolated from observed gravity values.
 QF0207
 QF0207;                    North         East    Units  Estimated Accuracy
 QF0207;SPC ME E     -   209,300.      379,390.      MT  (+/- 180 meters Scaled)
 QF0207
 QF0207                          SUPERSEDED SURVEY CONTROL
 QF0207
 QF0207.No superseded survey control is available for this station.
 QF0207
 QF0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL183447(NAD 83)
 QF0207_MARKER: DB = BENCH MARK DISK
 QF0207_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QF0207_SP_SET: STAINLESS STEEL ROD
 QF0207_STAMPING: R 193 1978
 QF0207_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QF0207
 QF0207  HISTORY     - Date     Condition        Report By
 QF0207  HISTORY     - 1978     MONUMENTED       NGS
 QF0207
 QF0207                          STATION DESCRIPTION
 QF0207
 QF0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0207'2.7 MI NE FROM LAMBERT LAKE.
 QF0207'2.7 MILES NORTHEAST ALONG STATE HIGHWAY 6 FROM THE CANADIAN PACIFIC
 QF0207'RAILRAOD CROSSING AT LAMBERT LAKE, 58.1 FEET NORTHEAST OF THE CENTER
 QF0207'LINE OF HIGHWAY, 25.4 FEET EAST OF POWER POLE NUMBER 28. DISK IS
 QF0207'4 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH
 QF0207'PLASTIC SCREW PLUG. ALSO 3.2 MILES SOUTHWEST ALONG STATE HIGHWAY 6
 QF0207'FROM THE CANADIAN PACIFIC RAILRAOD CROSSING AT VANCEBORO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0248 ***********************************************************************
 QF0248  DESIGNATION -  R 194
 QF0248  PID         -  QF0248
 QF0248  STATE/COUNTY-  ME/WASHINGTON
 QF0248  USGS QUAD   -  PRINCETON (1990)
 QF0248
 QF0248                         *CURRENT SURVEY CONTROL
 QF0248  ___________________________________________________________________
 QF0248* NAD 83(1986)-  45 12 31.     (N)    067 32 14.     (W)     SCALED    
 QF0248* NAVD 88     -        81.614  (meters)     267.76   (feet)  ADJUSTED  
 QF0248  ___________________________________________________________________
 QF0248  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 QF0248  DYNAMIC HT  -          81.612 (meters)     267.76  (feet)  COMP
 QF0248  MODELED GRAV-     980,597.7   (mgal)                       NAVD 88
 QF0248
 QF0248  VERT ORDER  -  FIRST     CLASS II
 QF0248
 QF0248.The horizontal coordinates were scaled from a topographic map and have
 QF0248.an estimated accuracy of +/- 6 seconds.
 QF0248
 QF0248.The orthometric height was determined by differential leveling
 QF0248.and adjusted by the National Geodetic Survey in June 1991..
 QF0248
 QF0248.The geoid height was determined by GEOID03.
 QF0248
 QF0248.The dynamic height is computed by dividing the NAVD 88
 QF0248.geopotential number by the normal gravity value computed on the
 QF0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0248.degrees latitude (g = 980.6199 gals.).
 QF0248
 QF0248.The modeled gravity was interpolated from observed gravity values.
 QF0248
 QF0248;                    North         East    Units  Estimated Accuracy
 QF0248;SPC ME E     -   171,780.      375,630.      MT  (+/- 180 meters Scaled)
 QF0248
 QF0248                          SUPERSEDED SURVEY CONTROL
 QF0248
 QF0248.No superseded survey control is available for this station.
 QF0248
 QF0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL148071(NAD 83)
 QF0248_MARKER: DB = BENCH MARK DISK
 QF0248_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QF0248_SP_SET: STAINLESS STEEL ROD
 QF0248_STAMPING: R 194 1978
 QF0248_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QF0248
 QF0248  HISTORY     - Date     Condition        Report By
 QF0248  HISTORY     - 1978     MONUMENTED       NGS
 QF0248
 QF0248                          STATION DESCRIPTION
 QF0248
 QF0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0248'2.1 MI SE FROM PRINCETON.
 QF0248'2.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 QF0248'PRINCETON, 94.4 FEET NORTH-NORTHEAST OF TELEPHONE POLE NUMBER 115
 QF0248'259 252, 75.8 FEET NORTHEAST OF AND ACROSS THE HIGHWAY FROM A
 QF0248'POWER POLE, 42.3 FEET NORTHEAST OF THE CENTER LINE OF HIGHWAY,
 QF0248'48.5 FEET SOUTHWEST OF THE SOUTH CORNER OF A ONE STORY WOOD FRAME
 QF0248'HOUSE BELONGING TO L. MACARTHUR, 15.7 FEET WEST OF A THREE TRUNKED
 QF0248'9-INCH BIRCH TREE. DISK IS 4 INCHES BELOW GROUND, ACCESS TO WHICH
 QF0248'IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0528 ***********************************************************************
 RF0528  DESIGNATION -  R 195
 RF0528  PID         -  RF0528
 RF0528  STATE/COUNTY-  ME/AROOSTOOK
 RF0528  USGS QUAD   -  MC NALLY RIDGE (1986)
 RF0528
 RF0528                         *CURRENT SURVEY CONTROL
 RF0528  ___________________________________________________________________
 RF0528* NAD 83(1986)-  46 20 01.     (N)    068 21 18.     (W)     SCALED    
 RF0528* NAVD 88     -       290.827  (meters)     954.15   (feet)  ADJUSTED  
 RF0528  ___________________________________________________________________
 RF0528  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 RF0528  DYNAMIC HT  -         290.843 (meters)     954.21  (feet)  COMP
 RF0528  MODELED GRAV-     980,661.0   (mgal)                       NAVD 88
 RF0528
 RF0528  VERT ORDER  -  FIRST     CLASS II
 RF0528
 RF0528.The horizontal coordinates were scaled from a topographic map and have
 RF0528.an estimated accuracy of +/- 6 seconds.
 RF0528
 RF0528.The orthometric height was determined by differential leveling
 RF0528.and adjusted by the National Geodetic Survey in June 1991..
 RF0528
 RF0528.The geoid height was determined by GEOID03.
 RF0528
 RF0528.The dynamic height is computed by dividing the NAVD 88
 RF0528.geopotential number by the normal gravity value computed on the
 RF0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0528.degrees latitude (g = 980.6199 gals.).
 RF0528
 RF0528.The modeled gravity was interpolated from observed gravity values.
 RF0528
 RF0528;                    North         East    Units  Estimated Accuracy
 RF0528;SPC ME E     -   296,360.      311,160.      MT  (+/- 180 meters Scaled)
 RF0528
 RF0528                          SUPERSEDED SURVEY CONTROL
 RF0528
 RF0528.No superseded survey control is available for this station.
 RF0528
 RF0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM496313(NAD 83)
 RF0528_MARKER: DB = BENCH MARK DISK
 RF0528_SETTING: 66 = SET IN ROCK OUTCROP
 RF0528_SP_SET: OUTCROP
 RF0528_STAMPING: R 195 1978
 RF0528_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0528+STABILITY: POSITION/ELEVATION WELL
 RF0528
 RF0528  HISTORY     - Date     Condition        Report By
 RF0528  HISTORY     - 1978     MONUMENTED       NGS
 RF0528
 RF0528                          STATION DESCRIPTION
 RF0528
 RF0528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0528'12.9 MI SOUTH FROM MASARDIS.
 RF0528'12.9 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE CONCRETE BRIDGE
 RF0528'OVER THE ST. CROIX STREAM AT MASARDIS, 0.95 MILE SOUTH OF A SMALL
 RF0528'BRIDGE OVER BLOODY BROOK, AT THE T-JUNCTION OF A DIRT ROAD LEADING
 RF0528'WEST, 126.0 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 14.0 FEET
 RF0528'NORTH OF THE CENTER LINE OF THE ROAD, 13.2 FEET SOUTHWEST OF A
 RF0528'13-INCH TRIANGULAR BLAZED FIR TREE, IN THE TOP OF A 3 BY 2-FT.
 RF0528'OUTCROP 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0451 ***********************************************************************
 RF0451  DESIGNATION -  R 196
 RF0451  PID         -  RF0451
 RF0451  STATE/COUNTY-  ME/AROOSTOOK
 RF0451  USGS QUAD   -  ASHLAND (1986)
 RF0451
 RF0451                         *CURRENT SURVEY CONTROL
 RF0451  ___________________________________________________________________
 RF0451* NAD 83(1986)-  46 37 54.     (N)    068 25 28.     (W)     SCALED    
 RF0451* NAVD 88     -       170.368  (meters)     558.95   (feet)  ADJUSTED  
 RF0451  ___________________________________________________________________
 RF0451  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 RF0451  DYNAMIC HT  -         170.385 (meters)     559.00  (feet)  COMP
 RF0451  MODELED GRAV-     980,710.9   (mgal)                       NAVD 88
 RF0451  OBS GRAVITY -     980,708.9   (mgal)                       GRAV_OBS
 RF0451
 RF0451  VERT ORDER  -  FIRST     CLASS II
 RF0451
 RF0451.The horizontal coordinates were scaled from a topographic map and have
 RF0451.an estimated accuracy of +/- 6 seconds.
 RF0451
 RF0451.The orthometric height was determined by differential leveling
 RF0451.and adjusted by the National Geodetic Survey in June 1991..
 RF0451
 RF0451.The geoid height was determined by GEOID03.
 RF0451
 RF0451.The dynamic height is computed by dividing the NAVD 88
 RF0451.geopotential number by the normal gravity value computed on the
 RF0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0451.degrees latitude (g = 980.6199 gals.).
 RF0451
 RF0451.The modeled gravity was interpolated from observed gravity values.
 RF0451.The observed gravity was obtained from relative gravimeter ties
 RF0451.to the IGSN71 gravity network.
 RF0451
 RF0451;                    North         East    Units  Estimated Accuracy
 RF0451;SPC ME E     -   329,480.      305,790.      MT  (+/- 180 meters Scaled)
 RF0451
 RF0451                          SUPERSEDED SURVEY CONTROL
 RF0451
 RF0451.No superseded survey control is available for this station.
 RF0451
 RF0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM440643(NAD 83)
 RF0451_MARKER: I = METAL ROD
 RF0451_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RF0451_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RF0451_STAMPING: R 196 1978
 RF0451_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0451+STABILITY: POSITION/ELEVATION WELL
 RF0451
 RF0451  HISTORY     - Date     Condition        Report By
 RF0451  HISTORY     - 1978     MONUMENTED       NGS
 RF0451  HISTORY     - 1982     GOOD             NGS
 RF0451
 RF0451                          STATION DESCRIPTION
 RF0451
 RF0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0451'1.3 MI WEST FROM ASHLAND.
 RF0451'1.0 MILE NORTHERLY ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT
 RF0451'ASHLAND, THENCE 0.3 MILE SOUTHERLY ALONG GARFIELD ROAD, 26 FT. SOUTH
 RF0451'OF THE CENTER LINE OF THE ROAD, 6.5 FT. NORTHEAST OF THE NORTHWEST
 RF0451'CORNER OF ENCLOSURE FOR DUNN CEMENTERY, 5 FT. EAST OF TELEPHONE POLE
 RF0451'NO. 8, 4.5 FT. NORTH OF THE CEMETARY FENCE LINE. THIS BENCH MARK HAS
 RF0451'BEEN DESIGNATED A BASIC NET A LEVEL LINE JUNCTION MARK.
 RF0451
 RF0451                          STATION RECOVERY (1982)
 RF0451
 RF0451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RF0451'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0502 ***********************************************************************
 RF0502  DESIGNATION -  R 197
 RF0502  PID         -  RF0502
 RF0502  STATE/COUNTY-  ME/AROOSTOOK
 RF0502  USGS QUAD   -  OAKFIELD (1986)
 RF0502
 RF0502                         *CURRENT SURVEY CONTROL
 RF0502  ___________________________________________________________________
 RF0502* NAD 83(1986)-  46 07 28.     (N)    068 09 46.     (W)     SCALED    
 RF0502* NAVD 88     -       176.132  (meters)     577.86   (feet)  ADJUSTED  
 RF0502  ___________________________________________________________________
 RF0502  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 RF0502  DYNAMIC HT  -         176.139 (meters)     577.88  (feet)  COMP
 RF0502  MODELED GRAV-     980,651.4   (mgal)                       NAVD 88
 RF0502
 RF0502  VERT ORDER  -  FIRST     CLASS II
 RF0502
 RF0502.The horizontal coordinates were scaled from a topographic map and have
 RF0502.an estimated accuracy of +/- 6 seconds.
 RF0502
 RF0502.The orthometric height was determined by differential leveling
 RF0502.and adjusted by the National Geodetic Survey in June 1991..
 RF0502
 RF0502.The geoid height was determined by GEOID03.
 RF0502
 RF0502.The dynamic height is computed by dividing the NAVD 88
 RF0502.geopotential number by the normal gravity value computed on the
 RF0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0502.degrees latitude (g = 980.6199 gals.).
 RF0502
 RF0502.The modeled gravity was interpolated from observed gravity values.
 RF0502
 RF0502;                    North         East    Units  Estimated Accuracy
 RF0502;SPC ME E     -   273,160.      326,060.      MT  (+/- 180 meters Scaled)
 RF0502
 RF0502                          SUPERSEDED SURVEY CONTROL
 RF0502
 RF0502.No superseded survey control is available for this station.
 RF0502
 RF0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM646082(NAD 83)
 RF0502_MARKER: DB = BENCH MARK DISK
 RF0502_SETTING: 66 = SET IN ROCK OUTCROP
 RF0502_SP_SET: OUTCROP
 RF0502_STAMPING: R 197 1978
 RF0502_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0502+STABILITY: POSITION/ELEVATION WELL
 RF0502
 RF0502  HISTORY     - Date     Condition        Report By
 RF0502  HISTORY     - 1978     MONUMENTED       NGS
 RF0502
 RF0502                          STATION DESCRIPTION
 RF0502
 RF0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0502'0.35 MI SE FROM SMYRNA MILLS.
 RF0502'0.35 MILE SOUTHEAST ALONG THE OAKFIELD ROAD FROM THE JUNCTION OF
 RF0502'U.S. HIGHWAY 2 AT SMYRNA MILLS, AT THE T-JUNCTION OF A DRIVEWAY
 RF0502'LEADING SOUTHWEST TO A MODULAR HOME, 47.6 FEET SOUTHWEST OF THE
 RF0502'CENTER LINE OF THE ROAD, 99.3 FEET NORTH OF THE NORTH CORNER OF
 RF0502'THE HOME, 45.7 FEET SOUTH OF POWER POLE NUMBER 15, IN THE TOP OF
 RF0502'A 6 BY 3-FT. ROCK OUTCROP 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0514 ***********************************************************************
 PD0514  DESIGNATION -  R 198
 PD0514  PID         -  PD0514
 PD0514  STATE/COUNTY-  ME/WASHINGTON
 PD0514  USGS QUAD   -  WEST LUBEC (1975)
 PD0514
 PD0514                         *CURRENT SURVEY CONTROL
 PD0514  ___________________________________________________________________
 PD0514* NAD 83(1986)-  44 52 00.     (N)    067 01 03.     (W)     SCALED    
 PD0514* NAVD 88     -        19.198  (meters)      62.99   (feet)  ADJUSTED  
 PD0514  ___________________________________________________________________
 PD0514  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 PD0514  DYNAMIC HT  -          19.198 (meters)      62.99  (feet)  COMP
 PD0514  MODELED GRAV-     980,623.2   (mgal)                       NAVD 88
 PD0514
 PD0514  VERT ORDER  -  FIRST     CLASS II
 PD0514
 PD0514.The horizontal coordinates were scaled from a topographic map and have
 PD0514.an estimated accuracy of +/- 6 seconds.
 PD0514
 PD0514.The orthometric height was determined by differential leveling
 PD0514.and adjusted by the National Geodetic Survey in June 1991..
 PD0514
 PD0514.The geoid height was determined by GEOID03.
 PD0514
 PD0514.The dynamic height is computed by dividing the NAVD 88
 PD0514.geopotential number by the normal gravity value computed on the
 PD0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0514.degrees latitude (g = 980.6199 gals.).
 PD0514
 PD0514.The modeled gravity was interpolated from observed gravity values.
 PD0514
 PD0514;                    North         East    Units  Estimated Accuracy
 PD0514;SPC ME E     -   134,400.      417,150.      MT  (+/- 180 meters Scaled)
 PD0514
 PD0514                          SUPERSEDED SURVEY CONTROL
 PD0514
 PD0514.No superseded survey control is available for this station.
 PD0514
 PD0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK566700(NAD 83)
 PD0514_MARKER: DB = BENCH MARK DISK
 PD0514_SETTING: 66 = SET IN ROCK OUTCROP
 PD0514_SP_SET: LEDGE
 PD0514_STAMPING: R 198 1978
 PD0514_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0514+STABILITY: POSITION/ELEVATION WELL
 PD0514
 PD0514  HISTORY     - Date     Condition        Report By
 PD0514  HISTORY     - 1978     MONUMENTED       NGS
 PD0514
 PD0514                          STATION DESCRIPTION
 PD0514
 PD0514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PD0514'2.25 MI NORTH FROM LUBEC.
 PD0514'2.25 MILES NORTH ALONG NORTH LUBEC ROAD FROM THE JUNCTION OF
 PD0514'STATE HIGHWAY 189 AT LUBEC, 0.85 MILE NORTH OF A 10-FT. METAL PIPE
 PD0514'CULVERT, AT THE NORTHEAST CORNER OF THE NORTH LAWN OF A 2-STORY
 PD0514'WOODEN FRAME HOUSE WITH A DORMER, IN THE TOP OF THE SOUTHEAST END
 PD0514'OF A PROMINENT LEDGE, 3 FEET ABOVE GROUND, 40.4 FEET WEST OF THE
 PD0514'CENTER LINE OF THE ROAD, 66.4 FEET NORTH OF THE NORTHEAST CORNER
 PD0514'OF THE HOUSE, 10.1 FEET NORTHWEST OF POWER POLE NUMBER 48 E 90.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0266 ***********************************************************************
 QG0266  DESIGNATION -  R 2
 QG0266  PID         -  QG0266
 QG0266  STATE/COUNTY-  ME/PENOBSCOT
 QG0266  USGS QUAD   -  NINE MEADOW RIDGE (1988)
 QG0266
 QG0266                         *CURRENT SURVEY CONTROL
 QG0266  ___________________________________________________________________
 QG0266* NAD 83(1986)-  45 25 14.     (N)    068 33 02.     (W)     SCALED    
 QG0266* NAVD 88     -        86.632  (meters)     284.23   (feet)  ADJUSTED  
 QG0266  ___________________________________________________________________
 QG0266  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 QG0266  DYNAMIC HT  -          86.633 (meters)     284.23  (feet)  COMP
 QG0266  MODELED GRAV-     980,621.1   (mgal)                       NAVD 88
 QG0266
 QG0266  VERT ORDER  -  FIRST     CLASS II
 QG0266
 QG0266.The horizontal coordinates were scaled from a topographic map and have
 QG0266.an estimated accuracy of +/- 6 seconds.
 QG0266
 QG0266.The orthometric height was determined by differential leveling
 QG0266.and adjusted by the National Geodetic Survey in June 1991..
 QG0266.WARNING-Repeat measurements at this control monument indicate possible
 QG0266.vertical movement.
 QG0266
 QG0266.The geoid height was determined by GEOID03.
 QG0266
 QG0266.The dynamic height is computed by dividing the NAVD 88
 QG0266.geopotential number by the normal gravity value computed on the
 QG0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0266.degrees latitude (g = 980.6199 gals.).
 QG0266
 QG0266.The modeled gravity was interpolated from observed gravity values.
 QG0266
 QG0266;                    North         East    Units  Estimated Accuracy
 QG0266;SPC ME E     -   194,880.      296,040.      MT  (+/- 180 meters Scaled)
 QG0266
 QG0266                          SUPERSEDED SURVEY CONTROL
 QG0266
 QG0266  NGVD 29 (??/??/92)   86.811  (m)          284.81   (f) ADJ UNCH    1 2
 QG0266
 QG0266.Superseded values are not recommended for survey control.
 QG0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0266.See file dsdata.txt to determine how the superseded data were derived.
 QG0266
 QG0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL351297(NAD 83)
 QG0266_MARKER: DB = BENCH MARK DISK
 QG0266_SETTING: 80 = SET IN A BOULDER
 QG0266_SP_SET: BOULDER
 QG0266_STAMPING: ELEV 285.350 FT R 2 1916
 QG0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0266+STABILITY: SURFACE MOTION
 QG0266
 QG0266  HISTORY     - Date     Condition        Report By
 QG0266  HISTORY     - 1916     MONUMENTED       CGS
 QG0266
 QG0266                          STATION DESCRIPTION
 QG0266
 QG0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1916
 QG0266'1.8 MI NE FROM WOODARD.
 QG0266'1.8 MILES NORTHEAST ALONG THE CANADIAN PACIFIC RAILWAY FROM
 QG0266'WOODARD, PENOBSCOT COUNTY, 5 POLES EAST OF MILEPOST 74, 50
 QG0266'FEET NORTH OF THE CENTER LINE OF THE TRACK, IN THE TOP OF A
 QG0266'3- BY 4-FOOT BOULDER, AND ABOUT 2-1/2 FEET ABOVE THE GROUND.
 QG0266'A STANDARD DISK, STAMPED ELEV 285.350 FT R 2 1916.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0306 ***********************************************************************
 QF0306  DESIGNATION -  R 200
 QF0306  PID         -  QF0306
 QF0306  STATE/COUNTY-  ME/WASHINGTON
 QF0306  USGS QUAD   -  ROBBINSTON (1977)
 QF0306
 QF0306                         *CURRENT SURVEY CONTROL
 QF0306  ___________________________________________________________________
 QF0306* NAD 83(1986)-  45 03 25.     (N)    067 07 07.     (W)     SCALED    
 QF0306* NAVD 88     -         4.348  (meters)      14.27   (feet)  ADJUSTED  
 QF0306  ___________________________________________________________________
 QF0306  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 QF0306  DYNAMIC HT  -           4.348 (meters)      14.27  (feet)  COMP
 QF0306  MODELED GRAV-     980,624.1   (mgal)                       NAVD 88
 QF0306
 QF0306  VERT ORDER  -  FIRST     CLASS II
 QF0306
 QF0306.The horizontal coordinates were scaled from a topographic map and have
 QF0306.an estimated accuracy of +/- 6 seconds.
 QF0306
 QF0306.The orthometric height was determined by differential leveling
 QF0306.and adjusted by the National Geodetic Survey in June 1991..
 QF0306
 QF0306.The geoid height was determined by GEOID03.
 QF0306
 QF0306.The dynamic height is computed by dividing the NAVD 88
 QF0306.geopotential number by the normal gravity value computed on the
 QF0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0306.degrees latitude (g = 980.6199 gals.).
 QF0306
 QF0306.The modeled gravity was interpolated from observed gravity values.
 QF0306
 QF0306;                    North         East    Units  Estimated Accuracy
 QF0306;SPC ME E     -   155,400.      408,800.      MT  (+/- 180 meters Scaled)
 QF0306
 QF0306                          SUPERSEDED SURVEY CONTROL
 QF0306
 QF0306.No superseded survey control is available for this station.
 QF0306
 QF0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK481909(NAD 83)
 QF0306_MARKER: DB = BENCH MARK DISK
 QF0306_SETTING: 66 = SET IN ROCK OUTCROP
 QF0306_SP_SET: OUTCROP
 QF0306_STAMPING: R 200 1978
 QF0306_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0306+STABILITY: POSITION/ELEVATION WELL
 QF0306
 QF0306  HISTORY     - Date     Condition        Report By
 QF0306  HISTORY     - 1978     MONUMENTED       NGS
 QF0306
 QF0306                          STATION DESCRIPTION
 QF0306
 QF0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0306'1.6 MI SOUTH FROM ROBBINSTON.
 QF0306'1.6 MILES SOUTH ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 QF0306'ROBBINSTON, 154 YARDS SOUTH OF A 10-FT. CORRUGATED STEEL PIPE
 QF0306'CULVERT, 94.4 FEET SOUTHEAST OF THE CENTER LINE OF HIGHWAY, AT
 QF0306'THE VILLAGE OF SOUTH ROBBINSTON, IN OUTCROP, 1-FT. NORTHEAST
 QF0306'OF THE SOUTHWEST BANK OF MILL COVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0020 ***********************************************************************
 RE0020  DESIGNATION -  R 21
 RE0020  PID         -  RE0020
 RE0020  STATE/COUNTY-  ME/AROOSTOOK
 RE0020  USGS QUAD   -  BRIDGEWATER (1984)
 RE0020
 RE0020                         *CURRENT SURVEY CONTROL
 RE0020  ___________________________________________________________________
 RE0020* NAD 83(1986)-  46 27 30.     (N)    067 49 54.     (W)     SCALED    
 RE0020* NAVD 88     -       119.445  (meters)     391.88   (feet)  ADJUSTED  
 RE0020  ___________________________________________________________________
 RE0020  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 RE0020  DYNAMIC HT  -         119.454 (meters)     391.91  (feet)  COMP
 RE0020  MODELED GRAV-     980,693.5   (mgal)                       NAVD 88
 RE0020
 RE0020  VERT ORDER  -  SECOND    CLASS 0
 RE0020
 RE0020.The horizontal coordinates were scaled from a topographic map and have
 RE0020.an estimated accuracy of +/- 6 seconds.
 RE0020
 RE0020.The orthometric height was determined by differential leveling
 RE0020.and adjusted by the National Geodetic Survey in June 1991..
 RE0020
 RE0020.The geoid height was determined by GEOID03.
 RE0020
 RE0020.The dynamic height is computed by dividing the NAVD 88
 RE0020.geopotential number by the normal gravity value computed on the
 RE0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0020.degrees latitude (g = 980.6199 gals.).
 RE0020
 RE0020.The modeled gravity was interpolated from observed gravity values.
 RE0020
 RE0020;                    North         East    Units  Estimated Accuracy
 RE0020;SPC ME E     -   310,430.      351,340.      MT  (+/- 180 meters Scaled)
 RE0020
 RE0020                          SUPERSEDED SURVEY CONTROL
 RE0020
 RE0020  NGVD 29 (??/??/92)  119.652  (m)          392.56   (f) ADJ UNCH    2 0
 RE0020
 RE0020.Superseded values are not recommended for survey control.
 RE0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0020.See file dsdata.txt to determine how the superseded data were derived.
 RE0020
 RE0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM897456(NAD 83)
 RE0020_MARKER: DB = BENCH MARK DISK
 RE0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RE0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RE0020_STAMPING: R 21 1933
 RE0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RE0020+STABILITY: SURFACE MOTION
 RE0020
 RE0020  HISTORY     - Date     Condition        Report By
 RE0020  HISTORY     - 1933     MONUMENTED       CGS
 RE0020  HISTORY     - 1951     GOOD             NGS
 RE0020  HISTORY     - 1984     GOOD             LOCSUR
 RE0020
 RE0020                          STATION DESCRIPTION
 RE0020
 RE0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 RE0020'1.2 MI S FROM ROBINSON.
 RE0020'1.2 MILES SOUTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM THE
 RE0020'STATION AT ROBINSON, AROOSTOOK COUNTY, 144 FEET NORTHEAST ACROSS
 RE0020'THE TRACK FROM MILEPOST 192, 25 YARDS NORTH OF THE NORTH END OF
 RE0020'A SIDING, 10 YARDS NORTH OF A WAGON-ROAD CROSSING, 6 YARDS EAST
 RE0020'OF THE CENTERLINE OF THE TRACK, AND ABOUT 2 FEET LOWER THAN THE
 RE0020'TOP OF THE RAIL.  A STANDARD DISK, STAMPED R 21 1933 AND SET IN
 RE0020'THE TOP OF A CONCRETE POST.
 RE0020
 RE0020                          STATION RECOVERY (1984)
 RE0020
 RE0020'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 RE0020'ABOUT 1.2 MILES SOUTH ALONG THE B AND A RAILROAD FROM THE STATION AT
 RE0020'ROBINSON, 140' NORTH ALONG THE CENTERLINE OF SAID RAILROAD FROM MILE
 RE0020'POST 192, 15' EAST OF CENERLINE OF SAID RAILROAD, A STANDARD DISK
 RE0020'STAMPED 'R 21-133' AND SET IN THE TOP OF A BOULDER WHICH IS ABOUT 2'
 RE0020'LOWER THAN THE TOP OF RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0242 ***********************************************************************
 PF0242  DESIGNATION -  R 21
 PF0242  PID         -  PF0242
 PF0242  STATE/COUNTY-  ME/FRANKLIN
 PF0242  USGS QUAD   -  RANGELEY (1997)
 PF0242
 PF0242                         *CURRENT SURVEY CONTROL
 PF0242  ___________________________________________________________________
 PF0242* NAD 83(1986)-  44 56 02.     (N)    070 44 54.     (W)     SCALED    
 PF0242* NAVD 88     -       463.323  (meters)    1520.09   (feet)  ADJUSTED  
 PF0242  ___________________________________________________________________
 PF0242  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 PF0242  DYNAMIC HT  -         463.263 (meters)    1519.89  (feet)  COMP
 PF0242  MODELED GRAV-     980,472.3   (mgal)                       NAVD 88
 PF0242
 PF0242  VERT ORDER  -  SECOND    CLASS 0
 PF0242
 PF0242.The horizontal coordinates were scaled from a topographic map and have
 PF0242.an estimated accuracy of +/- 6 seconds.
 PF0242
 PF0242.The orthometric height was determined by differential leveling
 PF0242.and adjusted by the National Geodetic Survey in June 1991..
 PF0242
 PF0242.The geoid height was determined by GEOID03.
 PF0242
 PF0242.The dynamic height is computed by dividing the NAVD 88
 PF0242.geopotential number by the normal gravity value computed on the
 PF0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0242.degrees latitude (g = 980.6199 gals.).
 PF0242
 PF0242.The modeled gravity was interpolated from observed gravity values.
 PF0242
 PF0242;                    North         East    Units  Estimated Accuracy
 PF0242;SPC ME W     -   233,550.      854,090.      MT  (+/- 180 meters Scaled)
 PF0242
 PF0242                          SUPERSEDED SURVEY CONTROL
 PF0242
 PF0242  NGVD 29 (??/??/92)  463.446  (m)         1520.49   (f) ADJ UNCH    2 0
 PF0242
 PF0242.Superseded values are not recommended for survey control.
 PF0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0242.See file dsdata.txt to determine how the superseded data were derived.
 PF0242
 PF0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK620770(NAD 83)
 PF0242_MARKER: DD = SURVEY DISK
 PF0242_SETTING: 80 = SET IN A BOULDER
 PF0242_SP_SET: BOULDER
 PF0242_STAMPING: R 21 1928
 PF0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0242+STABILITY: SURFACE MOTION
 PF0242
 PF0242  HISTORY     - Date     Condition        Report By
 PF0242  HISTORY     - 1928     MONUMENTED       USGS
 PF0242  HISTORY     - 1933     GOOD             NGS
 PF0242  HISTORY     - 1934     GOOD             NGS
 PF0242
 PF0242                          STATION DESCRIPTION
 PF0242
 PF0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PF0242'2.4 MI S FROM OQUOSSOC.
 PF0242'2.4 MILES SOUTH ALONG THE OLD ROADBED OF THE ABANDONED MAINE
 PF0242'CENTRAL RAILROAD FROM OQUOSSOC, FRANKLIN COUNTY, AT SOUTH
 PF0242'RANGELEY, 40 YARDS EAST OF THE CENTER LINE OF THE OLD ROADBED,
 PF0242'AND IN THE TOP OF A LARGE BOULDER.  A UNITED STATES GEOLOGICAL
 PF0242'SURVEY STANDARD DISK, STAMPED R 21 1928.
 PF0242
 PF0242                          STATION RECOVERY (1934)
 PF0242
 PF0242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PF0242'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0245 ***********************************************************************
 PF0245  DESIGNATION -  R 22
 PF0245  PID         -  PF0245
 PF0245  STATE/COUNTY-  ME/FRANKLIN
 PF0245  USGS QUAD   -  OQUOSSOC (1984)
 PF0245
 PF0245                         *CURRENT SURVEY CONTROL
 PF0245  ___________________________________________________________________
 PF0245* NAD 83(1986)-  44 53 43.     (N)    070 46 13.     (W)     SCALED    
 PF0245* NAVD 88     -       492.399  (meters)    1615.48   (feet)  ADJUSTED  
 PF0245  ___________________________________________________________________
 PF0245  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 PF0245  DYNAMIC HT  -         492.332 (meters)    1615.26  (feet)  COMP
 PF0245  MODELED GRAV-     980,464.2   (mgal)                       NAVD 88
 PF0245
 PF0245  VERT ORDER  -  SECOND    CLASS 0
 PF0245
 PF0245.The horizontal coordinates were scaled from a topographic map and have
 PF0245.an estimated accuracy of +/- 6 seconds.
 PF0245
 PF0245.The orthometric height was determined by differential leveling
 PF0245.and adjusted by the National Geodetic Survey in June 1991..
 PF0245
 PF0245.The geoid height was determined by GEOID03.
 PF0245
 PF0245.The dynamic height is computed by dividing the NAVD 88
 PF0245.geopotential number by the normal gravity value computed on the
 PF0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0245.degrees latitude (g = 980.6199 gals.).
 PF0245
 PF0245.The modeled gravity was interpolated from observed gravity values.
 PF0245
 PF0245;                    North         East    Units  Estimated Accuracy
 PF0245;SPC ME W     -   229,270.      852,320.      MT  (+/- 180 meters Scaled)
 PF0245
 PF0245                          SUPERSEDED SURVEY CONTROL
 PF0245
 PF0245  NGVD 29 (??/??/92)  492.516  (m)         1615.86   (f) ADJ UNCH    2 0
 PF0245
 PF0245.Superseded values are not recommended for survey control.
 PF0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0245.See file dsdata.txt to determine how the superseded data were derived.
 PF0245
 PF0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK602728(NAD 83)
 PF0245_MARKER: DD = SURVEY DISK
 PF0245_SETTING: 80 = SET IN A BOULDER
 PF0245_SP_SET: BOULDER
 PF0245_STAMPING: R 22 1928
 PF0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0245+STABILITY: SURFACE MOTION
 PF0245
 PF0245  HISTORY     - Date     Condition        Report By
 PF0245  HISTORY     - 1928     MONUMENTED       USGS
 PF0245  HISTORY     - 1933     GOOD             NGS
 PF0245  HISTORY     - 1934     GOOD             NGS
 PF0245
 PF0245                          STATION DESCRIPTION
 PF0245
 PF0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PF0245'3.8 MI NW FROM BEMIS.
 PF0245'3.8 MILES NORTHWEST ALONG THE OLD ROADBED OF THE ABANDONED MAINE
 PF0245'CENTRAL RAILROAD FROM BEMIS, FRANKLIN COUNTY, 6 YARDS NORTHEAST
 PF0245'OF THE CENTER LINE OF THE OLD ROADBED, IN THE TOP OF A LARGE
 PF0245'BOULDER, AND ABOUT 3 FEET HIGHER THAN THE ROADBED.  A UNITED
 PF0245'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED R 22 1928.
 PF0245
 PF0245                          STATION RECOVERY (1934)
 PF0245
 PF0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PF0245'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0007 ***********************************************************************
 SF0007  DESIGNATION -  R 22
 SF0007  PID         -  SF0007
 SF0007  STATE/COUNTY-  ME/AROOSTOOK
 SF0007  USGS QUAD   -  VIOLETTE STREAM (1986)
 SF0007
 SF0007                         *CURRENT SURVEY CONTROL
 SF0007  ___________________________________________________________________
 SF0007* NAD 83(1986)-  47 07 34.     (N)    068 06 58.     (W)     SCALED    
 SF0007* NAVD 88     -       216.257  (meters)     709.50   (feet)  ADJUSTED  
 SF0007  ___________________________________________________________________
 SF0007  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 SF0007  DYNAMIC HT  -         216.287 (meters)     709.60  (feet)  COMP
 SF0007  MODELED GRAV-     980,744.6   (mgal)                       NAVD 88
 SF0007
 SF0007  VERT ORDER  -  SECOND    CLASS 0
 SF0007
 SF0007.The horizontal coordinates were scaled from a topographic map and have
 SF0007.an estimated accuracy of +/- 6 seconds.
 SF0007
 SF0007.The orthometric height was determined by differential leveling
 SF0007.and adjusted by the National Geodetic Survey in June 1991..
 SF0007
 SF0007.The geoid height was determined by GEOID03.
 SF0007
 SF0007.The dynamic height is computed by dividing the NAVD 88
 SF0007.geopotential number by the normal gravity value computed on the
 SF0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0007.degrees latitude (g = 980.6199 gals.).
 SF0007
 SF0007.The modeled gravity was interpolated from observed gravity values.
 SF0007
 SF0007;                    North         East    Units  Estimated Accuracy
 SF0007;SPC ME E     -   384,510.      329,130.      MT  (+/- 180 meters Scaled)
 SF0007
 SF0007                          SUPERSEDED SURVEY CONTROL
 SF0007
 SF0007  NGVD 29 (??/??/92)  216.429  (m)          710.07   (f) ADJ UNCH    2 0
 SF0007
 SF0007.Superseded values are not recommended for survey control.
 SF0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0007.See file dsdata.txt to determine how the superseded data were derived.
 SF0007
 SF0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN670195(NAD 83)
 SF0007_MARKER: DB = BENCH MARK DISK
 SF0007_SETTING: 80 = SET IN A BOULDER
 SF0007_SP_SET: BOULDER
 SF0007_STAMPING: R 22 1933
 SF0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF0007+STABILITY: SURFACE MOTION
 SF0007
 SF0007  HISTORY     - Date     Condition        Report By
 SF0007  HISTORY     - 1933     MONUMENTED       CGS
 SF0007
 SF0007                          STATION DESCRIPTION
 SF0007
 SF0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 SF0007'10.8 MI W FROM VAN BUREN.
 SF0007'10.8 MILES WEST ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM THE
 SF0007'STATION AT VAN BUREN, AROOSTOOK COUNTY, ABOUT 350 YARDS SOUTH OF
 SF0007'MILEPOST 249, AT STATION 248.8, 14 YARDS WEST OF THE CENTERLINE
 SF0007'OF THE TRACK, IN THE TOP OF A LARGE BOULDER, AND ABOUT 2 FEET
 SF0007'BELOW THE LEVEL OF THE TRACK.  A STANDARD DISK, STAMPED R 22
 SF0007'1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0247 ***********************************************************************
 PF0247  DESIGNATION -  R 23
 PF0247  PID         -  PF0247
 PF0247  STATE/COUNTY-  ME/FRANKLIN
 PF0247  USGS QUAD   -  HOUGHTON (1984)
 PF0247
 PF0247                         *CURRENT SURVEY CONTROL
 PF0247  ___________________________________________________________________
 PF0247* NAD 83(1986)-  44 51 28.     (N)    070 43 52.     (W)     SCALED    
 PF0247* NAVD 88     -       452.501  (meters)    1484.58   (feet)  ADJUSTED  
 PF0247  ___________________________________________________________________
 PF0247  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 PF0247  DYNAMIC HT  -         452.433 (meters)    1484.36  (feet)  COMP
 PF0247  MODELED GRAV-     980,453.2   (mgal)                       NAVD 88
 PF0247
 PF0247  VERT ORDER  -  SECOND    CLASS 0
 PF0247
 PF0247.The horizontal coordinates were scaled from a topographic map and have
 PF0247.an estimated accuracy of +/- 6 seconds.
 PF0247
 PF0247.The orthometric height was determined by differential leveling
 PF0247.and adjusted by the National Geodetic Survey in June 1991..
 PF0247
 PF0247.The geoid height was determined by GEOID03.
 PF0247
 PF0247.The dynamic height is computed by dividing the NAVD 88
 PF0247.geopotential number by the normal gravity value computed on the
 PF0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0247.degrees latitude (g = 980.6199 gals.).
 PF0247
 PF0247.The modeled gravity was interpolated from observed gravity values.
 PF0247
 PF0247;                    North         East    Units  Estimated Accuracy
 PF0247;SPC ME W     -   225,080.      855,390.      MT  (+/- 180 meters Scaled)
 PF0247
 PF0247                          SUPERSEDED SURVEY CONTROL
 PF0247
 PF0247  NGVD 29 (??/??/92)  452.613  (m)         1484.95   (f) ADJ UNCH    2 0
 PF0247
 PF0247.Superseded values are not recommended for survey control.
 PF0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0247.See file dsdata.txt to determine how the superseded data were derived.
 PF0247
 PF0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK632686(NAD 83)
 PF0247_MARKER: DB = BENCH MARK DISK
 PF0247_SETTING: 80 = SET IN A BOULDER
 PF0247_SP_SET: BOULDER
 PF0247_STAMPING: R 23 1928
 PF0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0247+STABILITY: SURFACE MOTION
 PF0247
 PF0247  HISTORY     - Date     Condition        Report By
 PF0247  HISTORY     - 1928     MONUMENTED       USGS
 PF0247  HISTORY     - 1933     GOOD             NGS
 PF0247  HISTORY     - 1934     GOOD             NGS
 PF0247  HISTORY     - 1982     MARK NOT FOUND   USGS
 PF0247
 PF0247                          STATION DESCRIPTION
 PF0247
 PF0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PF0247'AT BEMIS.
 PF0247'AT BEMIS, FRANKLIN COUNTY, ON THE ABANDONED MAINE CENTRAIL
 PF0247'RAILROAD, 20 YARDS NORTHWEST OF THE CORNER OF A HOUSE, 10 YARDS
 PF0247'EAST OF THE CENTER LINE OF THE OLD ROADBED, AND IN THE TOP OF
 PF0247'A LARGE BOULDER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 PF0247'DISK, STAMPED R 23 1928.
 PF0247
 PF0247                          STATION RECOVERY (1934)
 PF0247
 PF0247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PF0247'RECOVERED IN GOOD CONDITION.
 PF0247
 PF0247                          STATION RECOVERY (1982)
 PF0247
 PF0247'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 PF0247'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0861 ***********************************************************************
 QG0861  DESIGNATION -  R 23
 QG0861  PID         -  QG0861
 QG0861  STATE/COUNTY-  ME/SOMERSET
 QG0861  USGS QUAD   -  INDIAN POND NORTH (1988)
 QG0861
 QG0861                         *CURRENT SURVEY CONTROL
 QG0861  ___________________________________________________________________
 QG0861* NAD 83(1986)-  45 35 09.     (N)    069 47 46.     (W)     SCALED    
 QG0861* NAVD 88     -       309.480  (meters)    1015.35   (feet)  ADJUSTED  
 QG0861  ___________________________________________________________________
 QG0861  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 QG0861  DYNAMIC HT  -         309.472 (meters)    1015.33  (feet)  COMP
 QG0861  MODELED GRAV-     980,580.0   (mgal)                       NAVD 88
 QG0861
 QG0861  VERT ORDER  -  SECOND    CLASS 0
 QG0861
 QG0861.The horizontal coordinates were scaled from a topographic map and have
 QG0861.an estimated accuracy of +/- 6 seconds.
 QG0861
 QG0861.The orthometric height was determined by differential leveling
 QG0861.and adjusted by the National Geodetic Survey in June 1991..
 QG0861
 QG0861.The geoid height was determined by GEOID03.
 QG0861
 QG0861.The dynamic height is computed by dividing the NAVD 88
 QG0861.geopotential number by the normal gravity value computed on the
 QG0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0861.degrees latitude (g = 980.6199 gals.).
 QG0861
 QG0861.The modeled gravity was interpolated from observed gravity values.
 QG0861
 QG0861;                    North         East    Units  Estimated Accuracy
 QG0861;SPC ME W     -   305,900.      928,920.      MT  (+/- 180 meters Scaled)
 QG0861
 QG0861                          SUPERSEDED SURVEY CONTROL
 QG0861
 QG0861  NGVD 29 (??/??/92)  309.655  (m)         1015.93   (f) ADJ UNCH    2 0
 QG0861
 QG0861.Superseded values are not recommended for survey control.
 QG0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0861.See file dsdata.txt to determine how the superseded data were derived.
 QG0861
 QG0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL378483(NAD 83)
 QG0861_MARKER: DB = BENCH MARK DISK
 QG0861_SETTING: 80 = SET IN A BOULDER
 QG0861_SP_SET: BOULDER
 QG0861_STAMPING: 1015.926 R 23 1933
 QG0861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0861+STABILITY: SURFACE MOTION
 QG0861
 QG0861  HISTORY     - Date     Condition        Report By
 QG0861  HISTORY     - 1933     MONUMENTED       CGS
 QG0861  HISTORY     - 1953     GOOD             NGS
 QG0861  HISTORY     - 1977     GOOD             LOCENG
 QG0861
 QG0861                          STATION DESCRIPTION
 QG0861
 QG0861'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 QG0861'1.6 MI S FROM SOMERSET JUNCTION.
 QG0861'1.6 MILES SOUTH ALONG A GRAVEL ROAD FOLLOWING OLD GRADE OF
 QG0861'MAINE CENTRAL RAILROAD FROM THE OVERPASS OF THE CANADIAN CENTRAL
 QG0861'RAILWAY AND C.P. RY. BRIDGE OVER KENNEBEC RIVER AT SOMERSET
 QG0861'JUNCTION, ABOUT 1.0 MILE SOUTH OF A BRIDGE OVER CHURCHILL
 QG0861'STREAM, IN THE TOP OF AN OBLONG BOULDER ABOUT 8 BY 17 FEET,
 QG0861'55 FEET EAST OF CENTER LINE OF ROAD, 76 FEET EAST AND ACROSS
 QG0861'ROAD FROM TELEPHONE POLE NO. 65, 12 1/2 FEET SOUTH OF NORTH END
 QG0861'OF BOULDER, 4 1/2 FEET NORTH OF SOUTH END OF BOULDER AND ABOUT
 QG0861'LEVEL WITH ROAD.
 QG0861
 QG0861                          STATION RECOVERY (1977)
 QG0861
 QG0861'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 QG0861'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0173 ***********************************************************************
 RF0173  DESIGNATION -  R 23
 RF0173  PID         -  RF0173
 RF0173  STATE/COUNTY-  ME/AROOSTOOK
 RF0173  USGS QUAD   -  GREENLAW POND (1986)
 RF0173
 RF0173                         *CURRENT SURVEY CONTROL
 RF0173  ___________________________________________________________________
 RF0173* NAD 83(1986)-  46 39 20.     (N)    068 41 12.     (W)     SCALED    
 RF0173* NAVD 88     -       378.263  (meters)    1241.02   (feet)  ADJUSTED  
 RF0173  ___________________________________________________________________
 RF0173  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 RF0173  DYNAMIC HT  -         378.294 (meters)    1241.12  (feet)  COMP
 RF0173  MODELED GRAV-     980,685.2   (mgal)                       NAVD 88
 RF0173
 RF0173  VERT ORDER  -  FIRST     CLASS II
 RF0173
 RF0173.The horizontal coordinates were scaled from a topographic map and have
 RF0173.an estimated accuracy of +/- 6 seconds.
 RF0173
 RF0173.The orthometric height was determined by differential leveling
 RF0173.and adjusted by the National Geodetic Survey in June 1991..
 RF0173.WARNING-Repeat measurements at this control monument indicate possible
 RF0173.vertical movement.
 RF0173
 RF0173.The geoid height was determined by GEOID03.
 RF0173
 RF0173.The dynamic height is computed by dividing the NAVD 88
 RF0173.geopotential number by the normal gravity value computed on the
 RF0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0173.degrees latitude (g = 980.6199 gals.).
 RF0173
 RF0173.The modeled gravity was interpolated from observed gravity values.
 RF0173
 RF0173;                    North         East    Units  Estimated Accuracy
 RF0173;SPC ME E     -   332,150.      285,710.      MT  (+/- 180 meters Scaled)
 RF0173
 RF0173                          SUPERSEDED SURVEY CONTROL
 RF0173
 RF0173  NGVD 29 (??/??/92)  378.638  (m)         1242.25   (f) ADJ UNCH    1 2
 RF0173
 RF0173.Superseded values are not recommended for survey control.
 RF0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0173.See file dsdata.txt to determine how the superseded data were derived.
 RF0173
 RF0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM239669(NAD 83)
 RF0173_MARKER: DD = SURVEY DISK
 RF0173_SETTING: 80 = SET IN A BOULDER
 RF0173_SP_SET: BOULDER
 RF0173_STAMPING: R 23 1930
 RF0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0173+STABILITY: SURFACE MOTION
 RF0173
 RF0173  HISTORY     - Date     Condition        Report By
 RF0173  HISTORY     - 1930     MONUMENTED       USGS
 RF0173  HISTORY     - 1953     GOOD             NGS
 RF0173  HISTORY     - 1978     GOOD             NGS
 RF0173
 RF0173                          STATION DESCRIPTION
 RF0173
 RF0173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 RF0173'14.4 MI W FROM ASHLAND.
 RF0173'0.3 MILE WEST ALONG STATE HIGHWAY 11 FROM THE BANGOR AND
 RF0173'AROOSTOOK RAILROAD STATION AT ASHLAND, THENCE ABOUT 0.6 MILE
 RF0173'SOUTHWEST ALONG A BLACK TOP ROAD, THENCE ABOUT 13.5 MILES WEST
 RF0173'ALONG A PRIVATE GRAVEL ROAD, ABOUT 0.4 MILE WEST OF BOTTOM OF
 RF0173'GRADES AND SMALL WOODEN BRIDGE AND AN ABANDONED CAMP SITE, 15
 RF0173'FEET NORTHWEST OF CENTER LINE OF ROAD AND ON THE INSIDE OF A
 RF0173'CURVE WITH TANGENTS EXTENDING WEST AND NORTHEAST, IN THE TOP OF
 RF0173'AND 2 FEET NORTHWEST OF THE HIGHEST POINT OF A 3 FOOT HIGH BY
 RF0173'7 BY 10-FOOT BOULDER EMBEDDED IN ROAD BANK, AND ABOUT 5 FEET
 RF0173'ABOVE LEVEL OF ROAD.
 RF0173
 RF0173                          STATION RECOVERY (1978)
 RF0173
 RF0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 RF0173'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1492 ***********************************************************************
 PE1492  DESIGNATION -  R 24
 PE1492  PID         -  PE1492
 PE1492  STATE/COUNTY-  ME/SOMERSET
 PE1492  USGS QUAD   -  SOLON (1989)
 PE1492
 PE1492                         *CURRENT SURVEY CONTROL
 PE1492  ___________________________________________________________________
 PE1492* NAD 83(1986)-  44 57 35.     (N)    069 52 07.     (W)     SCALED    
 PE1492* NAVD 88     -        98.483  (meters)     323.11   (feet)  ADJUSTED  
 PE1492  ___________________________________________________________________
 PE1492  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 PE1492  DYNAMIC HT  -          98.477 (meters)     323.09  (feet)  COMP
 PE1492  MODELED GRAV-     980,553.6   (mgal)                       NAVD 88
 PE1492
 PE1492  VERT ORDER  -  SECOND    CLASS 0
 PE1492
 PE1492.The horizontal coordinates were scaled from a topographic map and have
 PE1492.an estimated accuracy of +/- 6 seconds.
 PE1492
 PE1492.The orthometric height was determined by differential leveling
 PE1492.and adjusted by the National Geodetic Survey in June 1991..
 PE1492
 PE1492.The geoid height was determined by GEOID03.
 PE1492
 PE1492.The dynamic height is computed by dividing the NAVD 88
 PE1492.geopotential number by the normal gravity value computed on the
 PE1492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1492.degrees latitude (g = 980.6199 gals.).
 PE1492
 PE1492.The modeled gravity was interpolated from observed gravity values.
 PE1492
 PE1492;                    North         East    Units  Estimated Accuracy
 PE1492;SPC ME W     -   236,300.      923,520.      MT  (+/- 180 meters Scaled)
 PE1492
 PE1492                          SUPERSEDED SURVEY CONTROL
 PE1492
 PE1492  NGVD 29 (??/??/92)   98.652  (m)          323.66   (f) ADJ UNCH    2 0
 PE1492
 PE1492.Superseded values are not recommended for survey control.
 PE1492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1492.See file dsdata.txt to determine how the superseded data were derived.
 PE1492
 PE1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK314788(NAD 83)
 PE1492_MARKER: DB = BENCH MARK DISK
 PE1492_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE1492_SP_SET: BRIDGE SEAT
 PE1492_STAMPING: 323.661 R 24 1933
 PE1492_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE1492
 PE1492  HISTORY     - Date     Condition        Report By
 PE1492  HISTORY     - 1933     MONUMENTED       CGS
 PE1492  HISTORY     - 1934     GOOD             NGS
 PE1492  HISTORY     - 1981     GOOD             LOCSUR
 PE1492
 PE1492                          STATION DESCRIPTION
 PE1492
 PE1492'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PE1492'AT SOLON.
 PE1492'AT SOLON, SOMERSET COUNTY, ON THE MAINE CENTRAL RAILROAD, 6
 PE1492'POLES WEST OF THE WEST FACE OF THE STATION, AT THE BRIDGE OVER
 PE1492'KENNEBEC RIVER, IN THE TOP OF THE NORTH END OF THE EAST BRIDGE
 PE1492'SEAT, AND ABOUT 3 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 PE1492'STAMPED 323.661 R 24 1933.
 PE1492
 PE1492                          STATION RECOVERY (1934)
 PE1492
 PE1492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PE1492'RECOVERED IN GOOD CONDITION.
 PE1492
 PE1492                          STATION RECOVERY (1981)
 PE1492
 PE1492'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 PE1492'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0250 ***********************************************************************
 PF0250  DESIGNATION -  R 24
 PF0250  PID         -  PF0250
 PF0250  STATE/COUNTY-  ME/FRANKLIN
 PF0250  USGS QUAD   -  HOUGHTON (1984)
 PF0250
 PF0250                         *CURRENT SURVEY CONTROL
 PF0250  ___________________________________________________________________
 PF0250* NAD 83(1986)-  44 49 15.     (N)    070 42 56.     (W)     SCALED    
 PF0250* NAVD 88     -       515.832  (meters)    1692.36   (feet)  ADJUSTED  
 PF0250  ___________________________________________________________________
 PF0250  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 PF0250  DYNAMIC HT  -         515.748 (meters)    1692.08  (feet)  COMP
 PF0250  MODELED GRAV-     980,438.4   (mgal)                       NAVD 88
 PF0250
 PF0250  VERT ORDER  -  SECOND    CLASS 0
 PF0250
 PF0250.The horizontal coordinates were scaled from a topographic map and have
 PF0250.an estimated accuracy of +/- 6 seconds.
 PF0250
 PF0250.The orthometric height was determined by differential leveling
 PF0250.and adjusted by the National Geodetic Survey in June 1991..
 PF0250
 PF0250.The geoid height was determined by GEOID03.
 PF0250
 PF0250.The dynamic height is computed by dividing the NAVD 88
 PF0250.geopotential number by the normal gravity value computed on the
 PF0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0250.degrees latitude (g = 980.6199 gals.).
 PF0250
 PF0250.The modeled gravity was interpolated from observed gravity values.
 PF0250
 PF0250;                    North         East    Units  Estimated Accuracy
 PF0250;SPC ME W     -   220,970.      856,590.      MT  (+/- 180 meters Scaled)
 PF0250
 PF0250                          SUPERSEDED SURVEY CONTROL
 PF0250
 PF0250  NGVD 29 (??/??/92)  515.940  (m)         1692.71   (f) ADJ UNCH    2 0
 PF0250
 PF0250.Superseded values are not recommended for survey control.
 PF0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0250.See file dsdata.txt to determine how the superseded data were derived.
 PF0250
 PF0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK643644(NAD 83)
 PF0250_MARKER: DD = SURVEY DISK
 PF0250_SETTING: 80 = SET IN A BOULDER
 PF0250_SP_SET: BOULDER
 PF0250_STAMPING: R 24 1928
 PF0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0250+STABILITY: SURFACE MOTION
 PF0250
 PF0250  HISTORY     - Date     Condition        Report By
 PF0250  HISTORY     - 1928     MONUMENTED       USGS
 PF0250  HISTORY     - 1933     GOOD             NGS
 PF0250  HISTORY     - 1934     GOOD             NGS
 PF0250
 PF0250                          STATION DESCRIPTION
 PF0250
 PF0250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PF0250'AT SUMMIT.
 PF0250'AT SUMMIT, FRANKLIN COUNTY, ON THE ABANDONED MAINE CENTRAL
 PF0250'RAILROAD, 0.1 MILE SOUTH OF THE CROSSING OF APPALACHIAN TRAIL,
 PF0250'12 YARDS EAST OF THE CENTER LINE OF THE OLD ROADBED, AND IN
 PF0250'THE TOP OF A LARGE BOULDER.  A UNITED STATES GEOLOGICAL SURVEY
 PF0250'STANDARD DISK, STAMPED R 24 1928.
 PF0250
 PF0250                          STATION RECOVERY (1934)
 PF0250
 PF0250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PF0250'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0177 ***********************************************************************
 RF0177  DESIGNATION -  R 24
 RF0177  PID         -  RF0177
 RF0177  STATE/COUNTY-  ME/AROOSTOOK
 RF0177  USGS QUAD   -  GREENLAW POND (1986)
 RF0177
 RF0177                         *CURRENT SURVEY CONTROL
 RF0177  ___________________________________________________________________
 RF0177* NAD 83(1986)-  46 39 14.     (N)    068 44 24.     (W)     SCALED    
 RF0177* NAVD 88     -       283.303  (meters)     929.47   (feet)  ADJUSTED  
 RF0177  ___________________________________________________________________
 RF0177  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 RF0177  DYNAMIC HT  -         283.326 (meters)     929.55  (feet)  COMP
 RF0177  MODELED GRAV-     980,688.2   (mgal)                       NAVD 88
 RF0177
 RF0177  VERT ORDER  -  SECOND    CLASS 0
 RF0177
 RF0177.The horizontal coordinates were scaled from a topographic map and have
 RF0177.an estimated accuracy of +/- 6 seconds.
 RF0177
 RF0177.The orthometric height was determined by differential leveling
 RF0177.and adjusted by the National Geodetic Survey in June 1991..
 RF0177
 RF0177.The geoid height was determined by GEOID03.
 RF0177
 RF0177.The dynamic height is computed by dividing the NAVD 88
 RF0177.geopotential number by the normal gravity value computed on the
 RF0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0177.degrees latitude (g = 980.6199 gals.).
 RF0177
 RF0177.The modeled gravity was interpolated from observed gravity values.
 RF0177
 RF0177;                    North         East    Units  Estimated Accuracy
 RF0177;SPC ME E     -   331,980.      281,630.      MT  (+/- 180 meters Scaled)
 RF0177
 RF0177                          SUPERSEDED SURVEY CONTROL
 RF0177
 RF0177  NGVD 29 (??/??/92)  283.499  (m)          930.11   (f) ADJ UNCH    2 0
 RF0177
 RF0177.Superseded values are not recommended for survey control.
 RF0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0177.See file dsdata.txt to determine how the superseded data were derived.
 RF0177
 RF0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM198667(NAD 83)
 RF0177_MARKER: DD = SURVEY DISK
 RF0177_SETTING: 80 = SET IN A BOULDER
 RF0177_SP_SET: BOULDER
 RF0177_STAMPING: R 24 1930
 RF0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0177+STABILITY: SURFACE MOTION
 RF0177
 RF0177  HISTORY     - Date     Condition        Report By
 RF0177  HISTORY     - 1930     MONUMENTED       USGS
 RF0177  HISTORY     - 1953     GOOD             NGS
 RF0177  HISTORY     - 1978     GOOD             NGS
 RF0177
 RF0177                          STATION DESCRIPTION
 RF0177
 RF0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 RF0177'17.4 MI W FROM ASHLAND.
 RF0177'0.3 MILE WEST ALONG STATE HIGHWAY 11 FROM THE BANGOR AND
 RF0177'AROOSTOOK RAILROAD STATION AT ASHLAND, THENCE ABOUT 0.6 MILE
 RF0177'SOUTHWEST ALONG A BLACK TOP ROAD, THENCE ABOUT 16.55 MILES WEST
 RF0177'ALONG A PRIVATE GRAVEL ROAD, ABOUT 0.35 MILE WEST OF A BRIDGE
 RF0177'OVER MACHIAS RIVER, ABOUT 0.45 MILE WEST OF A ROAD NORTH TO
 RF0177'PANGBURNS MILLS, AT THE BOTTOM OF GRADES, ON THE INSIDE OF A
 RF0177'CURVE WITH TANGENTS EXTENDING NORTHWEST AND EAST, AT THE WEST
 RF0177'EDGE OF A SMALL POND, 21 FEET NORTHEAST OF CENTER LINE OF ROAD,
 RF0177'IN THE TOP OF THE HIGHEST POINT OF A 3 FOOT HIGH 12 BY 5-FOOT
 RF0177'PARTLY BURIED BOULDER, 86 FEET NORTHWEST OF NORTHEAST END OF A
 RF0177'SMALL WOODEN CULVERT AND ABOUT 1 FOOT ABOVE LEVEL OF ROAD.
 RF0177
 RF0177                          STATION RECOVERY (1978)
 RF0177
 RF0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 RF0177'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0006 ***********************************************************************
 PF0006  DESIGNATION -  R 25
 PF0006  PID         -  PF0006
 PF0006  STATE/COUNTY-  ME/FRANKLIN
 PF0006  USGS QUAD   -  NEW PORTLAND (1989)
 PF0006
 PF0006                         *CURRENT SURVEY CONTROL
 PF0006  ___________________________________________________________________
 PF0006* NAD 83(1986)-  44 56 54.     (N)    070 05 39.     (W)     SCALED    
 PF0006* NAVD 88     -       225.203  (meters)     738.85   (feet)  ADJUSTED  
 PF0006  ___________________________________________________________________
 PF0006  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 PF0006  DYNAMIC HT  -         225.186 (meters)     738.80  (feet)  COMP
 PF0006  MODELED GRAV-     980,536.6   (mgal)                       NAVD 88
 PF0006
 PF0006  VERT ORDER  -  SECOND    CLASS 0
 PF0006
 PF0006.The horizontal coordinates were scaled from a topographic map and have
 PF0006.an estimated accuracy of +/- 6 seconds.
 PF0006
 PF0006.The orthometric height was determined by differential leveling
 PF0006.and adjusted by the National Geodetic Survey in June 1991..
 PF0006
 PF0006.The geoid height was determined by GEOID03.
 PF0006
 PF0006.The dynamic height is computed by dividing the NAVD 88
 PF0006.geopotential number by the normal gravity value computed on the
 PF0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0006.degrees latitude (g = 980.6199 gals.).
 PF0006
 PF0006.The modeled gravity was interpolated from observed gravity values.
 PF0006
 PF0006;                    North         East    Units  Estimated Accuracy
 PF0006;SPC ME W     -   234,990.      905,720.      MT  (+/- 180 meters Scaled)
 PF0006
 PF0006                          SUPERSEDED SURVEY CONTROL
 PF0006
 PF0006  NGVD 29 (??/??/92)  225.366  (m)          739.39   (f) ADJ UNCH    2 0
 PF0006
 PF0006.Superseded values are not recommended for survey control.
 PF0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0006.See file dsdata.txt to determine how the superseded data were derived.
 PF0006
 PF0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK136777(NAD 83)
 PF0006_MARKER: DB = BENCH MARK DISK
 PF0006_SETTING: 80 = SET IN A BOULDER
 PF0006_SP_SET: BOULDER
 PF0006_STAMPING: 739.388 R 25 1933
 PF0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0006+STABILITY: SURFACE MOTION
 PF0006
 PF0006  HISTORY     - Date     Condition        Report By
 PF0006  HISTORY     - 1933     MONUMENTED       CGS
 PF0006  HISTORY     - 1934     GOOD             NGS
 PF0006  HISTORY     - 1982     MARK NOT FOUND   USGS
 PF0006
 PF0006                          STATION DESCRIPTION
 PF0006
 PF0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PF0006'2.8 MI SE FROM KINGFIELD.
 PF0006'2.8 MILES SOUTHEAST ALONG STATE HIGHWAY 142 FROM THE BRIDGE
 PF0006'OVER CARRABASSETT RIVER AT KINGFIELD, FRANKLIN COUNTY, 100
 PF0006'YARDS NORTHWEST OF THE FRANKLIN-SOMERSET COUNTY LINE, 50 YARDS
 PF0006'SOUTHEAST OF A 2-FOOT PINE TREE ON THE NORTHEAST EDGE OF THE
 PF0006'HIGHWAY, 10 YARDS NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 PF0006'IN THE TOP OF A LARGE EMBEDDED BOULDER, AND ABOUT 2 FEET HIGHER
 PF0006'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED 739.388 R 25 1933.
 PF0006
 PF0006                          STATION RECOVERY (1934)
 PF0006
 PF0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PF0006'RECOVERED IN GOOD CONDITION.
 PF0006
 PF0006                          STATION RECOVERY (1982)
 PF0006
 PF0006'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 PF0006'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0253 ***********************************************************************
 PF0253  DESIGNATION -  R 25
 PF0253  PID         -  PF0253
 PF0253  STATE/COUNTY-  ME/FRANKLIN
 PF0253  USGS QUAD   -  HOUGHTON (1984)
 PF0253
 PF0253                         *CURRENT SURVEY CONTROL
 PF0253  ___________________________________________________________________
 PF0253* NAD 83(1986)-  44 47 11.     (N)    070 42 03.     (W)     SCALED    
 PF0253* NAVD 88     -       428.565  (meters)    1406.05   (feet)  ADJUSTED  
 PF0253  ___________________________________________________________________
 PF0253  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 PF0253  DYNAMIC HT  -         428.496 (meters)    1405.82  (feet)  COMP
 PF0253  MODELED GRAV-     980,441.8   (mgal)                       NAVD 88
 PF0253
 PF0253  VERT ORDER  -  SECOND    CLASS 0
 PF0253
 PF0253.The horizontal coordinates were scaled from a topographic map and have
 PF0253.an estimated accuracy of +/- 6 seconds.
 PF0253
 PF0253.The orthometric height was determined by differential leveling
 PF0253.and adjusted by the National Geodetic Survey in June 1991..
 PF0253
 PF0253.The geoid height was determined by GEOID03.
 PF0253
 PF0253.The dynamic height is computed by dividing the NAVD 88
 PF0253.geopotential number by the normal gravity value computed on the
 PF0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0253.degrees latitude (g = 980.6199 gals.).
 PF0253
 PF0253.The modeled gravity was interpolated from observed gravity values.
 PF0253
 PF0253;                    North         East    Units  Estimated Accuracy
 PF0253;SPC ME W     -   217,130.      857,730.      MT  (+/- 180 meters Scaled)
 PF0253
 PF0253                          SUPERSEDED SURVEY CONTROL
 PF0253
 PF0253  NGVD 29 (??/??/92)  428.676  (m)         1406.41   (f) ADJ UNCH    2 0
 PF0253
 PF0253.Superseded values are not recommended for survey control.
 PF0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0253.See file dsdata.txt to determine how the superseded data were derived.
 PF0253
 PF0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK654606(NAD 83)
 PF0253_MARKER: DD = SURVEY DISK
 PF0253_SETTING: 80 = SET IN A BOULDER
 PF0253_SP_SET: BOULDER
 PF0253_STAMPING: R 25 1928
 PF0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0253+STABILITY: SURFACE MOTION
 PF0253
 PF0253  HISTORY     - Date     Condition        Report By
 PF0253  HISTORY     - 1928     MONUMENTED       USGS
 PF0253  HISTORY     - 1933     GOOD             NGS
 PF0253  HISTORY     - 1934     GOOD             NGS
 PF0253
 PF0253                          STATION DESCRIPTION
 PF0253
 PF0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PF0253'3 MI NW FROM HOUGHTON.
 PF0253'IN FRANKLIN COUNTY, 3.0 MILES NORTHWEST ALONG THE OLD ROADBED
 PF0253'OF THE ABANDONED MAINE CENTRAL RAILROAD FROM HOUGHTON, OXFORD
 PF0253'COUNTY, 0.7 MILE SOUTHEAST OF TEN DEGREE, 250 FEET SOUTHEAST OF
 PF0253'A SMALL CONCRETE CULVERT, 3 YARDS NORTHEAST OF THE CENTER LINE
 PF0253'OF THE OLD ROADBED, AND IN THE TOP OF A LARGE BOULDER.  A
 PF0253'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED R 25
 PF0253'1928.
 PF0253
 PF0253                          STATION RECOVERY (1934)
 PF0253
 PF0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PF0253'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0254 ***********************************************************************
 PF0254  DESIGNATION -  R 25 RM
 PF0254  PID         -  PF0254
 PF0254  STATE/COUNTY-  ME/FRANKLIN
 PF0254  USGS QUAD   -  HOUGHTON (1984)
 PF0254
 PF0254                         *CURRENT SURVEY CONTROL
 PF0254  ___________________________________________________________________
 PF0254* NAD 83(1986)-  44 47 11.     (N)    070 42 03.     (W)     SCALED    
 PF0254* NAVD 88     -       430.14   (+/-2cm)    1411.2    (feet)  VERTCON   
 PF0254  ___________________________________________________________________
 PF0254  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 PF0254
 PF0254  VERT ORDER  -  ? (See Below)
 PF0254
 PF0254.The horizontal coordinates were scaled from a topographic map and have
 PF0254.an estimated accuracy of +/- 6 seconds.
 PF0254
 PF0254.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF0254.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF0254.The vertical order pertains to the NGVD 29 superseded value.
 PF0254
 PF0254.The geoid height was determined by GEOID03.
 PF0254
 PF0254;                    North         East    Units  Estimated Accuracy
 PF0254;SPC ME W     -   217,130.      857,730.      MT  (+/- 180 meters Scaled)
 PF0254
 PF0254                          SUPERSEDED SURVEY CONTROL
 PF0254
 PF0254  NGVD 29 (??/??/92)  430.249  (m)         1411.58   (f) ADJ UNCH    ?  
 PF0254
 PF0254.Superseded values are not recommended for survey control.
 PF0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0254.See file dsdata.txt to determine how the superseded data were derived.
 PF0254
 PF0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK654606(NAD 83)
 PF0254_MARKER: Q = CHISELED SQUARE
 PF0254_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PF0254_SP_SET: CULVERT
 PF0254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PF0254
 PF0254  HISTORY     - Date     Condition        Report By
 PF0254  HISTORY     - UNK      MONUMENTED       USGS
 PF0254  HISTORY     - 1933     GOOD             NGS
 PF0254  HISTORY     - 1934     GOOD             NGS
 PF0254
 PF0254                          STATION DESCRIPTION
 PF0254
 PF0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PF0254'3 MI NW FROM HOUGHTON.
 PF0254'IN FRANKLIN COUNTY, 3.0 MILES NORTHWEST ALONG THE OLD ROADBED OF
 PF0254'THE ABANDONED MAINE CENTRAL RAILROAD FROM HOUGHTON, OXFORD
 PF0254'COUNTY, AT A CONCRETE CULVERT, AND ON THE CENTER OF THE TOP OF
 PF0254'THE NORTHEAST HEADWALL.  A CHISELED SQUARE, PAINTED REF.
 PF0254
 PF0254                          STATION RECOVERY (1934)
 PF0254
 PF0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PF0254'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0197 ***********************************************************************
 PF0197  DESIGNATION -  R 26
 PF0197  PID         -  PF0197
 PF0197  STATE/COUNTY-  ME/OXFORD
 PF0197  USGS QUAD   -  EAST ANDOVER (1968)
 PF0197
 PF0197                         *CURRENT SURVEY CONTROL
 PF0197  ___________________________________________________________________
 PF0197* NAD 83(1986)-  44 30 22.     (N)    070 40 39.     (W)     SCALED    
 PF0197* NAVD 88     -       192.658  (meters)     632.08   (feet)  ADJUSTED  
 PF0197  ___________________________________________________________________
 PF0197  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 PF0197  DYNAMIC HT  -         192.635 (meters)     632.00  (feet)  COMP
 PF0197  MODELED GRAV-     980,494.1   (mgal)                       NAVD 88
 PF0197
 PF0197  VERT ORDER  -  SECOND    CLASS 0
 PF0197
 PF0197.The horizontal coordinates were scaled from a topographic map and have
 PF0197.an estimated accuracy of +/- 6 seconds.
 PF0197
 PF0197.The orthometric height was determined by differential leveling
 PF0197.and adjusted by the National Geodetic Survey in June 1991..
 PF0197
 PF0197.The geoid height was determined by GEOID03.
 PF0197
 PF0197.The dynamic height is computed by dividing the NAVD 88
 PF0197.geopotential number by the normal gravity value computed on the
 PF0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0197.degrees latitude (g = 980.6199 gals.).
 PF0197
 PF0197.The modeled gravity was interpolated from observed gravity values.
 PF0197
 PF0197;                    North         East    Units  Estimated Accuracy
 PF0197;SPC ME W     -   185,980.      859,380.      MT  (+/- 180 meters Scaled)
 PF0197
 PF0197                          SUPERSEDED SURVEY CONTROL
 PF0197
 PF0197  NGVD 29 (??/??/92)  192.81   (m)          632.6    (f) COMPUTED    2 0
 PF0197
 PF0197.Superseded values are not recommended for survey control.
 PF0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0197.See file dsdata.txt to determine how the superseded data were derived.
 PF0197
 PF0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK666294(NAD 83)
 PF0197_MARKER: DB = BENCH MARK DISK
 PF0197_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PF0197_SP_SET: ABUTMENT WING WALL
 PF0197_STAMPING: 632.577 R 26 1933
 PF0197_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0197
 PF0197  HISTORY     - Date     Condition        Report By
 PF0197  HISTORY     - 1933     MONUMENTED       CGS
 PF0197  HISTORY     - 1934     GOOD             NGS
 PF0197
 PF0197                          STATION DESCRIPTION
 PF0197
 PF0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PF0197'4.6 MI W FROM RUMFORD CENTER.
 PF0197'4.6 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF A
 PF0197'BLACK-SURFACED ROAD LEADING NORTHWEST AT RUMFORD CENTER, OXFORD
 PF0197'COUNTY, AT AN ELLIS RIVER-RUMFORD SIGN, AT A CONCRETE HIGHWAY
 PF0197'BRIDGE OVER ELLIS RIVER, AT THE SOUTH ABUTMENT, IN THE TOP OF THE
 PF0197'EAST WING WALL, 5 YARDS EAST OF THE CENTER LINE OF THE HIGHWAY,
 PF0197'AND ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY.  A STANDARD DISK,
 PF0197'STAMPED 632.577 R 26 1933.
 PF0197
 PF0197                          STATION RECOVERY (1934)
 PF0197
 PF0197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PF0197'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0257 ***********************************************************************
 PF0257  DESIGNATION -  R 26
 PF0257  PID         -  PF0257
 PF0257  STATE/COUNTY-  ME/OXFORD
 PF0257  USGS QUAD   -  HOUGHTON (1984)
 PF0257
 PF0257                         *CURRENT SURVEY CONTROL
 PF0257  ___________________________________________________________________
 PF0257* NAD 83(1986)-  44 45 58.     (N)    070 39 04.     (W)     SCALED    
 PF0257* NAVD 88     -       323.445  (meters)    1061.17   (feet)  ADJUSTED  
 PF0257  ___________________________________________________________________
 PF0257  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 PF0257  DYNAMIC HT  -         323.398 (meters)    1061.01  (feet)  COMP
 PF0257  MODELED GRAV-     980,464.0   (mgal)                       NAVD 88
 PF0257
 PF0257  VERT ORDER  -  SECOND    CLASS 0
 PF0257
 PF0257.The horizontal coordinates were scaled from a topographic map and have
 PF0257.an estimated accuracy of +/- 6 seconds.
 PF0257
 PF0257.The orthometric height was determined by differential leveling
 PF0257.and adjusted by the National Geodetic Survey in June 1991..
 PF0257
 PF0257.The geoid height was determined by GEOID03.
 PF0257
 PF0257.The dynamic height is computed by dividing the NAVD 88
 PF0257.geopotential number by the normal gravity value computed on the
 PF0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0257.degrees latitude (g = 980.6199 gals.).
 PF0257
 PF0257.The modeled gravity was interpolated from observed gravity values.
 PF0257
 PF0257;                    North         East    Units  Estimated Accuracy
 PF0257;SPC ME W     -   214,860.      861,650.      MT  (+/- 180 meters Scaled)
 PF0257
 PF0257                          SUPERSEDED SURVEY CONTROL
 PF0257
 PF0257  NGVD 29 (??/??/92)  323.564  (m)         1061.56   (f) ADJ UNCH    2 0
 PF0257
 PF0257.Superseded values are not recommended for survey control.
 PF0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0257.See file dsdata.txt to determine how the superseded data were derived.
 PF0257
 PF0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK693582(NAD 83)
 PF0257_MARKER: DD = SURVEY DISK
 PF0257_SETTING: 80 = SET IN A BOULDER
 PF0257_SP_SET: BOULDER
 PF0257_STAMPING: R 26 1928
 PF0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0257+STABILITY: SURFACE MOTION
 PF0257
 PF0257  HISTORY     - Date     Condition        Report By
 PF0257  HISTORY     - 1928     MONUMENTED       USGS
 PF0257  HISTORY     - 1933     GOOD             NGS
 PF0257  HISTORY     - 1934     GOOD             NGS
 PF0257
 PF0257                          STATION DESCRIPTION
 PF0257
 PF0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PF0257'AT HOUGHTON.
 PF0257'AT HOUGHTON, OXFORD COUNTY, ON THE ABANDONED MAINE CENTRAL
 PF0257'RAILROAD, 150 YARDS NORTH OF THE WATER TOWER, 12 YARDS WEST OF
 PF0257'AN OLD PUMPHOUSE, 20 YARDS EAST OF THE CENTER LINE OF THE OLD
 PF0257'ROADBED, IN THE TOP OF A BOULDER, AND ABOUT 3 FEET LOWER THAN
 PF0257'THE OLD ROADBED.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 PF0257'DISK, STAMPED R 26 1928.
 PF0257
 PF0257                          STATION RECOVERY (1934)
 PF0257
 PF0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PF0257'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0188 ***********************************************************************
 RF0188  DESIGNATION -  R 26
 RF0188  PID         -  RF0188
 RF0188  STATE/COUNTY-  ME/AROOSTOOK
 RF0188  USGS QUAD   -  MOOSELEUK LAKE (1985)
 RF0188
 RF0188                         *CURRENT SURVEY CONTROL
 RF0188  ___________________________________________________________________
 RF0188* NAD 83(1986)-  46 36 52.     (N)    068 52 42.     (W)     SCALED    
 RF0188* NAVD 88     -       329.569  (meters)    1081.26   (feet)  ADJUSTED  
 RF0188  ___________________________________________________________________
 RF0188  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 RF0188  DYNAMIC HT  -         329.590 (meters)    1081.33  (feet)  COMP
 RF0188  MODELED GRAV-     980,668.8   (mgal)                       NAVD 88
 RF0188
 RF0188  VERT ORDER  -  SECOND    CLASS 0
 RF0188
 RF0188.The horizontal coordinates were scaled from a topographic map and have
 RF0188.an estimated accuracy of +/- 6 seconds.
 RF0188
 RF0188.The orthometric height was determined by differential leveling
 RF0188.and adjusted by the National Geodetic Survey in June 1991..
 RF0188
 RF0188.The geoid height was determined by GEOID03.
 RF0188
 RF0188.The dynamic height is computed by dividing the NAVD 88
 RF0188.geopotential number by the normal gravity value computed on the
 RF0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0188.degrees latitude (g = 980.6199 gals.).
 RF0188
 RF0188.The modeled gravity was interpolated from observed gravity values.
 RF0188
 RF0188;                    North         East    Units  Estimated Accuracy
 RF0188;SPC ME E     -   327,640.      271,020.      MT  (+/- 180 meters Scaled)
 RF0188
 RF0188                          SUPERSEDED SURVEY CONTROL
 RF0188
 RF0188  NGVD 29 (??/??/92)  329.759  (m)         1081.88   (f) ADJ UNCH    2 0
 RF0188
 RF0188.Superseded values are not recommended for survey control.
 RF0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0188.See file dsdata.txt to determine how the superseded data were derived.
 RF0188
 RF0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM093623(NAD 83)
 RF0188_MARKER: DD = SURVEY DISK
 RF0188_SETTING: 80 = SET IN A BOULDER
 RF0188_SP_SET: BOULDER
 RF0188_STAMPING: R 26 1930
 RF0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0188+STABILITY: SURFACE MOTION
 RF0188
 RF0188  HISTORY     - Date     Condition        Report By
 RF0188  HISTORY     - 1930     MONUMENTED       USGS
 RF0188  HISTORY     - 1953     GOOD             NGS
 RF0188
 RF0188                          STATION DESCRIPTION
 RF0188
 RF0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 RF0188'25.7 MI W FROM ASHLAND.
 RF0188'0.3 MILE WEST ALONG STATE HIGHWAY 11 FROM THE BANGOR AND
 RF0188'AROOSTOOK RAILROAD STATION AT ASHLAND, THENCE ABOUT 0.6 MILE
 RF0188'SOUTHWEST ALONG A BLACK TOP ROAD, THENCE ABOUT 24.8 MILES WEST
 RF0188'ALONG A PRIVATE GRAVEL ROAD, ABOUT 105 YARDS WEST OF A BRIDGE
 RF0188'OVER TWENTYFIVE MILE BROOK, ABOUT 1.2 MILES EAST OF THE JUNCTION
 RF0188'OF A GRAVEL ROAD LEADING NORTHWEST TO PARADISS CAMP, 45 FEET
 RF0188'SOUTH OF CENTER LINE OF ROAD, 173 1/2 FEET EAST-NORTHEAST OF
 RF0188'NORTHEAST CORNER OF A SHOP BUILDING OF FIRE WARDEN, IN THE TOP
 RF0188'OF A 2 1/2-FOOT HIGH 6 BY 6 FOOT BOULDER WHICH IS IN AN OPEN
 RF0188'PASTURE AND ABOUT 2 FEET ABOVE LEVEL OF ROAD.  NOTE-- THE MARK
 RF0188'HAS BEEN BATTERED AND SHANK IS LOOSE IN HOLE AND CAN BE LIFTED
 RF0188'OUT OF HOLE ABOUT 1/2 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0258 ***********************************************************************
 PF0258  DESIGNATION -  R 26 RESET 1955
 PF0258  PID         -  PF0258
 PF0258  STATE/COUNTY-  ME/OXFORD
 PF0258  USGS QUAD   -  EAST ANDOVER (1968)
 PF0258
 PF0258                         *CURRENT SURVEY CONTROL
 PF0258  ___________________________________________________________________
 PF0258* NAD 83(1986)-  44 30 22.     (N)    070 40 39.     (W)     SCALED    
 PF0258* NAVD 88     -       192.70   (meters)     632.2    (feet)  RESET     
 PF0258  ___________________________________________________________________
 PF0258  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 PF0258
 PF0258  VERT ORDER  -  THIRD
 PF0258
 PF0258.The horizontal coordinates were scaled from a topographic map and have
 PF0258.an estimated accuracy of +/- 6 seconds.
 PF0258
 PF0258.The orthometric height was computed from unverified reset data.
 PF0258
 PF0258.The geoid height was determined by GEOID03.
 PF0258
 PF0258;                    North         East    Units  Estimated Accuracy
 PF0258;SPC ME W     -   185,980.      859,380.      MT  (+/- 180 meters Scaled)
 PF0258
 PF0258                          SUPERSEDED SURVEY CONTROL
 PF0258
 PF0258  NGVD 29 (??/??/??)  192.85   (m)          632.7    (f) RESET       3  
 PF0258
 PF0258.Superseded values are not recommended for survey control.
 PF0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0258.See file dsdata.txt to determine how the superseded data were derived.
 PF0258
 PF0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK666294(NAD 83)
 PF0258_MARKER: DB = BENCH MARK DISK
 PF0258_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PF0258_SP_SET: ABUTMENT WING WALL
 PF0258_STAMPING: R 26 RESET 1955
 PF0258_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PF0258+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2005
 PF0258
 PF0258  HISTORY     - Date     Condition        Report By
 PF0258  HISTORY     - 1955     MONUMENTED       MEHD
 PF0258  HISTORY     - 20050528 GOOD             GEOCAC
 PF0258
 PF0258                          STATION DESCRIPTION
 PF0258
 PF0258'DESCRIBED BY MAINE HIGHWAY DEPARTMENT (NOW MEDT) 1955
 PF0258'4.6 MI W FROM RUMFORD CENTER.
 PF0258'4.7 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF A
 PF0258'BLACK-SURFACED ROAD LEADING NORTHWEST AT RUMFORD CENTER, OXFORD
 PF0258'COUNTY, AT A CONCRETE HIGHWAY BRIDGE OVER ELLIS RIVER, AT THE
 PF0258'SOUTH ABUTMENT, IN THE TOP OF THE EAST WING WALL, 6 YARDS EAST
 PF0258'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE
 PF0258'HIGHWAY CENTER LINE.
 PF0258
 PF0258                          STATION RECOVERY (2005)
 PF0258
 PF0258'RECOVERY NOTE BY GEOCACHING 2005 (JKS)
 PF0258'RECOVERED AT THE DESCRIBED LOCATION IN GOOD CONDITION. JKS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0190 ***********************************************************************
 PF0190  DESIGNATION -  R 28
 PF0190  PID         -  PF0190
 PF0190  STATE/COUNTY-  ME/OXFORD
 PF0190  USGS QUAD   -  NORWAY (1983)
 PF0190
 PF0190                         *CURRENT SURVEY CONTROL
 PF0190  ___________________________________________________________________
 PF0190* NAD 83(1986)-  44 10 01.     (N)    070 34 50.     (W)     SCALED    
 PF0190* NAVD 88     -       136.109  (meters)     446.55   (feet)  ADJUSTED  
 PF0190  ___________________________________________________________________
 PF0190  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 PF0190  DYNAMIC HT  -         136.089 (meters)     446.49  (feet)  COMP
 PF0190  MODELED GRAV-     980,471.2   (mgal)                       NAVD 88
 PF0190
 PF0190  VERT ORDER  -  SECOND    CLASS 0
 PF0190
 PF0190.The horizontal coordinates were scaled from a topographic map and have
 PF0190.an estimated accuracy of +/- 6 seconds.
 PF0190
 PF0190.The orthometric height was determined by differential leveling
 PF0190.and adjusted by the National Geodetic Survey in June 1991..
 PF0190
 PF0190.The geoid height was determined by GEOID03.
 PF0190
 PF0190.The dynamic height is computed by dividing the NAVD 88
 PF0190.geopotential number by the normal gravity value computed on the
 PF0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0190.degrees latitude (g = 980.6199 gals.).
 PF0190
 PF0190.The modeled gravity was interpolated from observed gravity values.
 PF0190
 PF0190;                    North         East    Units  Estimated Accuracy
 PF0190;SPC ME W     -   148,250.      866,900.      MT  (+/- 180 meters Scaled)
 PF0190
 PF0190                          SUPERSEDED SURVEY CONTROL
 PF0190
 PF0190  NGVD 29 (??/??/92)  136.281  (m)          447.12   (f) ADJ UNCH    2 0
 PF0190
 PF0190.Superseded values are not recommended for survey control.
 PF0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0190.See file dsdata.txt to determine how the superseded data were derived.
 PF0190
 PF0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ736916(NAD 83)
 PF0190_MARKER: DB = BENCH MARK DISK
 PF0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PF0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PF0190_STAMPING: R 28 1935
 PF0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0190+STABILITY: SURFACE MOTION
 PF0190
 PF0190  HISTORY     - Date     Condition        Report By
 PF0190  HISTORY     - 1935     MONUMENTED       CGS
 PF0190  HISTORY     - 20040603 MARK NOT FOUND   GEOCAC
 PF0190
 PF0190                          STATION DESCRIPTION
 PF0190
 PF0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PF0190'5.2 MI SW FROM NORWAY.
 PF0190'ABOUT 5.2 MILES SOUTHWEST ALONG STATE HIGHWAY 117 FROM THE
 PF0190'HIGH SCHOOL AT NORWAY, OXFORD COUNTY, 41 FEET SOUTHWEST OF THE
 PF0190'CENTER LINE OF A DIRT ROAD LEADING SOUTHEAST, AT THE TOP OF A
 PF0190'HILL, 57 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND 6 1/2
 PF0190'FEET SOUTHWEST OF A 20-INCH PINE TREE.  A STANDARD DISK, STAMPED
 PF0190'R 28 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 PF0190'1/2 FOOT ABOVE GROUND.
 PF0190
 PF0190                          STATION RECOVERY (2004)
 PF0190
 PF0190'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 PF0190'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0044 ***********************************************************************
 PF0044  DESIGNATION -  R 28
 PF0044  PID         -  PF0044
 PF0044  STATE/COUNTY-  ME/FRANKLIN
 PF0044  USGS QUAD   -  REDINGTON (1984)
 PF0044
 PF0044                         *CURRENT SURVEY CONTROL
 PF0044  ___________________________________________________________________
 PF0044* NAD 83(1986)-  44 57 50.     (N)    070 24 06.     (W)     SCALED    
 PF0044* NAVD 88     -       467.353  (meters)    1533.31   (feet)  ADJUSTED  
 PF0044  ___________________________________________________________________
 PF0044  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 PF0044  DYNAMIC HT  -         467.301 (meters)    1533.14  (feet)  COMP
 PF0044  MODELED GRAV-     980,490.2   (mgal)                       NAVD 88
 PF0044
 PF0044  VERT ORDER  -  SECOND    CLASS 0
 PF0044
 PF0044.The horizontal coordinates were scaled from a topographic map and have
 PF0044.an estimated accuracy of +/- 6 seconds.
 PF0044
 PF0044.The orthometric height was determined by differential leveling
 PF0044.and adjusted by the National Geodetic Survey in June 1991..
 PF0044
 PF0044.The geoid height was determined by GEOID03.
 PF0044
 PF0044.The dynamic height is computed by dividing the NAVD 88
 PF0044.geopotential number by the normal gravity value computed on the
 PF0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0044.degrees latitude (g = 980.6199 gals.).
 PF0044
 PF0044.The modeled gravity was interpolated from observed gravity values.
 PF0044
 PF0044;                    North         East    Units  Estimated Accuracy
 PF0044;SPC ME W     -   236,750.      881,460.      MT  (+/- 180 meters Scaled)
 PF0044
 PF0044                          SUPERSEDED SURVEY CONTROL
 PF0044
 PF0044  NGVD 29 (??/??/92)  467.486  (m)         1533.74   (f) ADJ UNCH    2 0
 PF0044
 PF0044.Superseded values are not recommended for survey control.
 PF0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0044.See file dsdata.txt to determine how the superseded data were derived.
 PF0044
 PF0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK894798(NAD 83)
 PF0044_MARKER: DD = SURVEY DISK
 PF0044_SETTING: 80 = SET IN A BOULDER
 PF0044_SP_SET: BOULDER
 PF0044_STAMPING: 1533.744 R 28 1928
 PF0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0044+STABILITY: SURFACE MOTION
 PF0044
 PF0044  HISTORY     - Date     Condition        Report By
 PF0044  HISTORY     - 1928     MONUMENTED       USGS
 PF0044  HISTORY     - 1933     GOOD             NGS
 PF0044  HISTORY     - 1934     GOOD             NGS
 PF0044
 PF0044                          STATION DESCRIPTION
 PF0044
 PF0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PF0044'2.5 MI SE FROM REDINGTON.
 PF0044'2.5 MILES SOUTHEAST ALONG THE OLD ROADBED OF THE ABANDONED SANDY
 PF0044'RIVER AND RANGELEY LAKES RAILROAD FROM REDINGTON, FRANKLIN COUNTY,
 PF0044'1.3 MILES SOUTH OF A LUMBER CAMP, 0.3 MILE SOUTH OF AN OLD SIDING,
 PF0044'3 YARDS EAST OF THE CENTER LINE OF THE ROADBED, IN THE TOP OF A
 PF0044'LARGE BOULDER, AND ABOUT 1 FOOT HIGHER THAN THE ROADBED.  A UNITED
 PF0044'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1533.744 R 1928.
 PF0044
 PF0044                          STATION RECOVERY (1934)
 PF0044
 PF0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PF0044'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0050 ***********************************************************************
 PF0050  DESIGNATION -  R 28
 PF0050  PID         -  PF0050
 PF0050  STATE/COUNTY-  ME/FRANKLIN
 PF0050  USGS QUAD   -  SADDLEBACK MOUNTAIN (1985)
 PF0050
 PF0050                         *CURRENT SURVEY CONTROL
 PF0050  ___________________________________________________________________
 PF0050* NAD 83(1986)-  44 59 26.     (N)    070 31 18.     (W)     SCALED    
 PF0050* NAVD 88     -       465.946  (meters)    1528.69   (feet)  ADJUSTED  
 PF0050  ___________________________________________________________________
 PF0050  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 PF0050  DYNAMIC HT  -         465.901 (meters)    1528.54  (feet)  COMP
 PF0050  MODELED GRAV-     980,505.1   (mgal)                       NAVD 88
 PF0050
 PF0050  VERT ORDER  -  SECOND    CLASS 0
 PF0050
 PF0050.The horizontal coordinates were scaled from a topographic map and have
 PF0050.an estimated accuracy of +/- 6 seconds.
 PF0050
 PF0050.The orthometric height was determined by differential leveling
 PF0050.and adjusted by the National Geodetic Survey in June 1991..
 PF0050
 PF0050.The geoid height was determined by GEOID03.
 PF0050
 PF0050.The dynamic height is computed by dividing the NAVD 88
 PF0050.geopotential number by the normal gravity value computed on the
 PF0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0050.degrees latitude (g = 980.6199 gals.).
 PF0050
 PF0050.The modeled gravity was interpolated from observed gravity values.
 PF0050
 PF0050;                    North         East    Units  Estimated Accuracy
 PF0050;SPC ME W     -   239,740.      872,010.      MT  (+/- 180 meters Scaled)
 PF0050
 PF0050                          SUPERSEDED SURVEY CONTROL
 PF0050
 PF0050  NGVD 29 (??/??/92)  466.09   (m)         1529.2    (f) COMPUTED    2 0
 PF0050
 PF0050.Superseded values are not recommended for survey control.
 PF0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0050.See file dsdata.txt to determine how the superseded data were derived.
 PF0050
 PF0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK800830(NAD 83)
 PF0050_MARKER: DB = BENCH MARK DISK
 PF0050_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PF0050_SP_SET: BRIDGE
 PF0050_STAMPING: R 28 1927
 PF0050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0050
 PF0050  HISTORY     - Date     Condition        Report By
 PF0050  HISTORY     - 1927     MONUMENTED       USGS
 PF0050  HISTORY     - 1933     GOOD             NGS
 PF0050  HISTORY     - 1934     GOOD             NGS
 PF0050
 PF0050                          STATION DESCRIPTION
 PF0050
 PF0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PF0050'1.9 MI E FROM DALLAS.
 PF0050'1.9 MILES EAST ALONG THE OLD ROADBED OF THE ABANDONED SANDY RIVER
 PF0050'AND RANGELEY LAKES RAILROAD FROM DALLAS, FRANKLIN COUNTY, AT THE
 PF0050'EAST END OF A BRIDGE OVER A SMALL STREAM, IN THE TOP OF THE WING
 PF0050'WALL, 8 FEET SOUTH OF THE CENTER LINE OF THE OLD ROADBED, AND ABOUT
 PF0050'2-1/2 FEET LOWER THAN THE ROADBED.  A UNITED STATES GEOLOGICAL
 PF0050'SURVEY STANDARD DISK, STAMPED R 28 1927.
 PF0050
 PF0050                          STATION RECOVERY (1934)
 PF0050
 PF0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PF0050'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0057 ***********************************************************************
 PF0057  DESIGNATION -  R 29
 PF0057  PID         -  PF0057
 PF0057  STATE/COUNTY-  ME/FRANKLIN
 PF0057  USGS QUAD   -  FARMINGTON (1968)
 PF0057
 PF0057                         *CURRENT SURVEY CONTROL
 PF0057  ___________________________________________________________________
 PF0057* NAD 83(1986)-  44 40 22.     (N)    070 09 12.     (W)     SCALED    
 PF0057* NAVD 88     -       123.626  (meters)     405.60   (feet)  ADJUSTED  
 PF0057  ___________________________________________________________________
 PF0057  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 PF0057  DYNAMIC HT  -         123.616 (meters)     405.56  (feet)  COMP
 PF0057  MODELED GRAV-     980,532.3   (mgal)                       NAVD 88
 PF0057
 PF0057  VERT ORDER  -  SECOND    CLASS 0
 PF0057
 PF0057.The horizontal coordinates were scaled from a topographic map and have
 PF0057.an estimated accuracy of +/- 6 seconds.
 PF0057
 PF0057.The orthometric height was determined by differential leveling
 PF0057.and adjusted by the National Geodetic Survey in June 1991..
 PF0057
 PF0057.The geoid height was determined by GEOID03.
 PF0057
 PF0057.The dynamic height is computed by dividing the NAVD 88
 PF0057.geopotential number by the normal gravity value computed on the
 PF0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0057.degrees latitude (g = 980.6199 gals.).
 PF0057
 PF0057.The modeled gravity was interpolated from observed gravity values.
 PF0057
 PF0057;                    North         East    Units  Estimated Accuracy
 PF0057;SPC ME W     -   204,370.      901,060.      MT  (+/- 180 meters Scaled)
 PF0057
 PF0057                          SUPERSEDED SURVEY CONTROL
 PF0057
 PF0057  NGVD 29 (??/??/92)  123.768  (m)          406.06   (f) ADJ UNCH    2 0
 PF0057
 PF0057.Superseded values are not recommended for survey control.
 PF0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0057.See file dsdata.txt to determine how the superseded data were derived.
 PF0057
 PF0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK085472(NAD 83)
 PF0057_MARKER: DB = BENCH MARK DISK
 PF0057_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PF0057_SP_SET: MEMORIAL
 PF0057_STAMPING: R 29 1935
 PF0057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0057
 PF0057  HISTORY     - Date     Condition        Report By
 PF0057  HISTORY     - 1935     MONUMENTED       CGS
 PF0057
 PF0057                          STATION DESCRIPTION
 PF0057
 PF0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PF0057'AT FARMINGTON.
 PF0057'AT FARMINGTON, FRANKLIN COUNTY, 0.2 MILE NORTHWEST OF THE COUNTY
 PF0057'COURTHOUSE, AT THE EAST END OF THE WORLD WAR MEMORIAL ERECTED BY
 PF0057'JOHN M. TEAGUE, 90 FEET SOUTHEAST OF THE MEMORIAL ARCH, 40
 PF0057'FEET SOUTHWEST OF THE CENTERLINE OF A STREET, 28 FEET NORTHEAST OF
 PF0057'THE CENTERLINE OF STATE HIGHWAY 4, 6 FEET NORTHEAST OF THE SOUTHWEST
 PF0057'PARK WALL, AND 1.5 FEET NORTHWEST OF THE SOUTHEAST WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0042 ***********************************************************************
 PF0042  DESIGNATION -  R 29
 PF0042  PID         -  PF0042
 PF0042  STATE/COUNTY-  ME/FRANKLIN
 PF0042  USGS QUAD   -  REDINGTON (1984)
 PF0042
 PF0042                         *CURRENT SURVEY CONTROL
 PF0042  ___________________________________________________________________
 PF0042* NAD 83(1986)-  44 55 15.     (N)    070 24 39.     (W)     SCALED    
 PF0042* NAVD 88     -       372.953  (meters)    1223.60   (feet)  ADJUSTED  
 PF0042  ___________________________________________________________________
 PF0042  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 PF0042  DYNAMIC HT  -         372.911 (meters)    1223.46  (feet)  COMP
 PF0042  MODELED GRAV-     980,492.0   (mgal)                       NAVD 88
 PF0042
 PF0042  VERT ORDER  -  SECOND    CLASS 0
 PF0042
 PF0042.The horizontal coordinates were scaled from a topographic map and have
 PF0042.an estimated accuracy of +/- 6 seconds.
 PF0042
 PF0042.The orthometric height was determined by differential leveling
 PF0042.and adjusted by the National Geodetic Survey in June 1991..
 PF0042
 PF0042.The geoid height was determined by GEOID03.
 PF0042
 PF0042.The dynamic height is computed by dividing the NAVD 88
 PF0042.geopotential number by the normal gravity value computed on the
 PF0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0042.degrees latitude (g = 980.6199 gals.).
 PF0042
 PF0042.The modeled gravity was interpolated from observed gravity values.
 PF0042
 PF0042;                    North         East    Units  Estimated Accuracy
 PF0042;SPC ME W     -   231,960.      880,720.      MT  (+/- 180 meters Scaled)
 PF0042
 PF0042                          SUPERSEDED SURVEY CONTROL
 PF0042
 PF0042  NGVD 29 (??/??/92)  373.089  (m)         1224.04   (f) ADJ UNCH    2 0
 PF0042
 PF0042.Superseded values are not recommended for survey control.
 PF0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0042.See file dsdata.txt to determine how the superseded data were derived.
 PF0042
 PF0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK886751(NAD 83)
 PF0042_MARKER: DD = SURVEY DISK
 PF0042_SETTING: 80 = SET IN A BOULDER
 PF0042_SP_SET: BOULDER
 PF0042_STAMPING: 1224.043 R 29 1928
 PF0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0042+STABILITY: SURFACE MOTION
 PF0042
 PF0042  HISTORY     - Date     Condition        Report By
 PF0042  HISTORY     - 1928     MONUMENTED       USGS
 PF0042  HISTORY     - 1933     GOOD             NGS
 PF0042  HISTORY     - 1934     GOOD             NGS
 PF0042
 PF0042                          STATION DESCRIPTION
 PF0042
 PF0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PF0042'6 MI S FROM REDINGTON.
 PF0042'6.0 MILES SOUTH ALONG THE OLD ROADBED OF THE ABANDONED SANDY RIVER
 PF0042'AND RANGELEY LAKES RAILROAD FROM REDINGTON, FRANKLIN COUNTY, AT PERHAM
 PF0042'JUNCTION, 100 FEET SOUTH OF THE ABANDONED TURNTABLE, 6 FEET WEST OF
 PF0042'THE CENTER LINE OF THE OLD ROADBED, IN THE TOP OF AN EMBEDDED BOULDER,
 PF0042'AND LEVEL WITH THE ROADBED.  A UNITED STATES GEOLOGICAL SURVEY
 PF0042'STANDARD DISK, STAMPED 1224.043 R 29 1928.
 PF0042
 PF0042                          STATION RECOVERY (1934)
 PF0042
 PF0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PF0042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0047 ***********************************************************************
 PF0047  DESIGNATION -  R 29
 PF0047  PID         -  PF0047
 PF0047  STATE/COUNTY-  ME/FRANKLIN
 PF0047  USGS QUAD   -  REDINGTON (1984)
 PF0047
 PF0047                         *CURRENT SURVEY CONTROL
 PF0047  ___________________________________________________________________
 PF0047* NAD 83(1986)-  44 59 21.     (N)    070 27 02.     (W)     SCALED    
 PF0047* NAVD 88     -       510.108  (meters)    1673.58   (feet)  ADJUSTED  
 PF0047  ___________________________________________________________________
 PF0047  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 PF0047  DYNAMIC HT  -         510.056 (meters)    1673.41  (feet)  COMP
 PF0047  MODELED GRAV-     980,500.0   (mgal)                       NAVD 88
 PF0047
 PF0047  VERT ORDER  -  SECOND    CLASS 0
 PF0047
 PF0047.The horizontal coordinates were scaled from a topographic map and have
 PF0047.an estimated accuracy of +/- 6 seconds.
 PF0047
 PF0047.The orthometric height was determined by differential leveling
 PF0047.and adjusted by the National Geodetic Survey in June 1991..
 PF0047
 PF0047.The geoid height was determined by GEOID03.
 PF0047
 PF0047.The dynamic height is computed by dividing the NAVD 88
 PF0047.geopotential number by the normal gravity value computed on the
 PF0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0047.degrees latitude (g = 980.6199 gals.).
 PF0047
 PF0047.The modeled gravity was interpolated from observed gravity values.
 PF0047
 PF0047;                    North         East    Units  Estimated Accuracy
 PF0047;SPC ME W     -   239,570.      877,610.      MT  (+/- 180 meters Scaled)
 PF0047
 PF0047                          SUPERSEDED SURVEY CONTROL
 PF0047
 PF0047  NGVD 29 (??/??/92)  510.245  (m)         1674.03   (f) ADJ UNCH    2 0
 PF0047
 PF0047.Superseded values are not recommended for survey control.
 PF0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0047.See file dsdata.txt to determine how the superseded data were derived.
 PF0047
 PF0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK856827(NAD 83)
 PF0047_MARKER: DD = SURVEY DISK
 PF0047_SETTING: 80 = SET IN A BOULDER
 PF0047_SP_SET: BOULDER
 PF0047_STAMPING: R 29 1927
 PF0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0047+STABILITY: SURFACE MOTION
 PF0047
 PF0047  HISTORY     - Date     Condition        Report By
 PF0047  HISTORY     - 1927     MONUMENTED       USGS
 PF0047  HISTORY     - 1933     GOOD             NGS
 PF0047  HISTORY     - 1934     GOOD             NGS
 PF0047
 PF0047                          STATION DESCRIPTION
 PF0047
 PF0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PF0047'0.9 MI W FROM REDINGTON.
 PF0047'0.9 MILE WEST ALONG THE OLD ROADBED OF THE ABANDONED SANDY RIVER
 PF0047'AND RANGELEY LAKES RAILROAD FROM REDINGTON, FRANKLIN COUNTY, 10
 PF0047'YARDS NORTH OF THE CENTER LINE OF THE OLD ROADBED, IN THE TOP
 PF0047'OF A 4- BY 4-FOOT EMBEDDED BOULDER, AND ABOUT 3 FEET HIGHER THAN
 PF0047'THE ROADBED.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 PF0047'STAMPED R 29 1927.
 PF0047
 PF0047                          STATION RECOVERY (1934)
 PF0047
 PF0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PF0047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0153 ***********************************************************************
 QF0153  DESIGNATION -  R 3
 QF0153  PID         -  QF0153
 QF0153  STATE/COUNTY-  ME/WASHINGTON
 QF0153  USGS QUAD   -  LAMBERT LAKE (1988)
 QF0153
 QF0153                         *CURRENT SURVEY CONTROL
 QF0153  ___________________________________________________________________
 QF0153* NAD 83(1986)-  45 31 33.     (N)    067 35 53.     (W)     SCALED    
 QF0153* NAVD 88     -       152.482  (meters)     500.27   (feet)  ADJUSTED  
 QF0153  ___________________________________________________________________
 QF0153  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 QF0153  DYNAMIC HT  -         152.481 (meters)     500.26  (feet)  COMP
 QF0153  MODELED GRAV-     980,610.4   (mgal)                       NAVD 88
 QF0153
 QF0153  VERT ORDER  -  FIRST     CLASS II
 QF0153
 QF0153.The horizontal coordinates were scaled from a topographic map and have
 QF0153.an estimated accuracy of +/- 6 seconds.
 QF0153
 QF0153.The orthometric height was determined by differential leveling
 QF0153.and adjusted by the National Geodetic Survey in June 1991..
 QF0153
 QF0153.The geoid height was determined by GEOID03.
 QF0153
 QF0153.The dynamic height is computed by dividing the NAVD 88
 QF0153.geopotential number by the normal gravity value computed on the
 QF0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0153.degrees latitude (g = 980.6199 gals.).
 QF0153
 QF0153.The modeled gravity was interpolated from observed gravity values.
 QF0153
 QF0153;                    North         East    Units  Estimated Accuracy
 QF0153;SPC ME E     -   206,970.      370,460.      MT  (+/- 180 meters Scaled)
 QF0153
 QF0153                          SUPERSEDED SURVEY CONTROL
 QF0153
 QF0153.No superseded survey control is available for this station.
 QF0153
 QF0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL094423(NAD 83)
 QF0153_MARKER: Z = SEE DESCRIPTION
 QF0153_SETTING: 80 = SET IN A BOULDER
 QF0153_SP_SET: BOULDER
 QF0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0153+STABILITY: SURFACE MOTION
 QF0153
 QF0153  HISTORY     - Date     Condition        Report By
 QF0153  HISTORY     - UNK      MONUMENTED       CGS
 QF0153  HISTORY     - 1916     GOOD             NGS
 QF0153
 QF0153                          STATION DESCRIPTION
 QF0153
 QF0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1916
 QF0153'7.5 MI SE FROM FOREST.
 QF0153'ABOUT 7.5 MILES SOUTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM
 QF0153'FOREST, WASHINGTON COUNTY, 18 POLES NORTHWEST OF MILEPOST V-9,
 QF0153'AND 10 YARDS SOUTHWEST OF THE CENTER LINE OF THE TRACK, IN THE
 QF0153'TOP OF A BOULDER, ABOUT 4 FEET IN DIAMETER, AND ABOUT 3 FEET
 QF0153'ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0005 ***********************************************************************
 SF0005  DESIGNATION -  R 3
 SF0005  PID         -  SF0005
 SF0005  STATE/COUNTY-  ME/AROOSTOOK
 SF0005  USGS QUAD   -  PICARD BROOK (1986)
 SF0005
 SF0005                         *CURRENT SURVEY CONTROL
 SF0005  ___________________________________________________________________
 SF0005* NAD 83(1986)-  47 07 15.     (N)    068 07 17.     (W)     SCALED    
 SF0005* NAVD 88     -       212.439  (meters)     696.98   (feet)  ADJUSTED  
 SF0005  ___________________________________________________________________
 SF0005  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 SF0005  DYNAMIC HT  -         212.468 (meters)     697.07  (feet)  COMP
 SF0005  MODELED GRAV-     980,743.9   (mgal)                       NAVD 88
 SF0005
 SF0005  VERT ORDER  -  SECOND    CLASS 0
 SF0005
 SF0005.The horizontal coordinates were scaled from a topographic map and have
 SF0005.an estimated accuracy of +/- 6 seconds.
 SF0005
 SF0005.The orthometric height was determined by differential leveling
 SF0005.and adjusted by the National Geodetic Survey in June 1991..
 SF0005
 SF0005.The geoid height was determined by GEOID03.
 SF0005
 SF0005.The dynamic height is computed by dividing the NAVD 88
 SF0005.geopotential number by the normal gravity value computed on the
 SF0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0005.degrees latitude (g = 980.6199 gals.).
 SF0005
 SF0005.The modeled gravity was interpolated from observed gravity values.
 SF0005
 SF0005;                    North         East    Units  Estimated Accuracy
 SF0005;SPC ME E     -   383,930.      328,730.      MT  (+/- 180 meters Scaled)
 SF0005
 SF0005                          SUPERSEDED SURVEY CONTROL
 SF0005
 SF0005  NGVD 29 (??/??/92)  212.611  (m)          697.54   (f) ADJ UNCH    2 0
 SF0005
 SF0005.Superseded values are not recommended for survey control.
 SF0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0005.See file dsdata.txt to determine how the superseded data were derived.
 SF0005
 SF0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN666189(NAD 83)
 SF0005_MARKER: DD = SURVEY DISK
 SF0005_SETTING: 80 = SET IN A BOULDER
 SF0005_SP_SET: BOULDER
 SF0005_STAMPING: R 3 1927
 SF0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF0005+STABILITY: SURFACE MOTION
 SF0005
 SF0005  HISTORY     - Date     Condition        Report By
 SF0005  HISTORY     - 1927     MONUMENTED       USGS
 SF0005  HISTORY     - 1933     GOOD             NGS
 SF0005
 SF0005                          STATION DESCRIPTION
 SF0005
 SF0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 SF0005'11.4 MI W FROM VAN BUREN.
 SF0005'11.4 MILES WEST ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM THE
 SF0005'STATION AT VAN BUREN, AROOSTOOK COUNTY, AT STATION 248.4, 7
 SF0005'YARDS WEST OF THE CENTERLINE OF THE TRACK, IN THE TOP OF A LARGE
 SF0005'BOULDER, AND ABOUT ONE FOOT BELOW THE LEVE OF THE RAIL.  A
 SF0005'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED R 3 1927.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0039 ***********************************************************************
 PF0039  DESIGNATION -  R 30
 PF0039  PID         -  PF0039
 PF0039  STATE/COUNTY-  ME/FRANKLIN
 PF0039  USGS QUAD   -  REDINGTON (1984)
 PF0039
 PF0039                         *CURRENT SURVEY CONTROL
 PF0039  ___________________________________________________________________
 PF0039* NAD 83(1986)-  44 53 11.     (N)    070 24 37.     (W)     SCALED    
 PF0039* NAVD 88     -       274.304  (meters)     899.95   (feet)  ADJUSTED  
 PF0039  ___________________________________________________________________
 PF0039  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 PF0039  DYNAMIC HT  -         274.273 (meters)     899.84  (feet)  COMP
 PF0039  MODELED GRAV-     980,499.0   (mgal)                       NAVD 88
 PF0039
 PF0039  VERT ORDER  -  SECOND    CLASS 0
 PF0039
 PF0039.The horizontal coordinates were scaled from a topographic map and have
 PF0039.an estimated accuracy of +/- 6 seconds.
 PF0039
 PF0039.The orthometric height was determined by differential leveling
 PF0039.and adjusted by the National Geodetic Survey in June 1991..
 PF0039
 PF0039.The geoid height was determined by GEOID03.
 PF0039
 PF0039.The dynamic height is computed by dividing the NAVD 88
 PF0039.geopotential number by the normal gravity value computed on the
 PF0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0039.degrees latitude (g = 980.6199 gals.).
 PF0039
 PF0039.The modeled gravity was interpolated from observed gravity values.
 PF0039
 PF0039;                    North         East    Units  Estimated Accuracy
 PF0039;SPC ME W     -   228,140.      880,760.      MT  (+/- 180 meters Scaled)
 PF0039
 PF0039                          SUPERSEDED SURVEY CONTROL
 PF0039
 PF0039  NGVD 29 (??/??/92)  274.440  (m)          900.39   (f) ADJ UNCH    2 0
 PF0039
 PF0039.Superseded values are not recommended for survey control.
 PF0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0039.See file dsdata.txt to determine how the superseded data were derived.
 PF0039
 PF0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK886712(NAD 83)
 PF0039_MARKER: DD = SURVEY DISK
 PF0039_SETTING: 80 = SET IN A BOULDER
 PF0039_SP_SET: BOULDER
 PF0039_STAMPING: 900.392 R 30 1928
 PF0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0039+STABILITY: SURFACE MOTION
 PF0039
 PF0039  HISTORY     - Date     Condition        Report By
 PF0039  HISTORY     - 1928     MONUMENTED       USGS
 PF0039  HISTORY     - 1933     GOOD             NGS
 PF0039  HISTORY     - 1934     GOOD             NGS
 PF0039
 PF0039                          STATION DESCRIPTION
 PF0039
 PF0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PF0039'AT REEDS.
 PF0039'AT REEDS, FRANKLIN COUNTY, ON THE ABANDONED SANDY RIVER AND
 PF0039'RANGELEY LAKES RAILROAD, AT THE CROSSING OF AN EAST-AND-WEST
 PF0039'ROAD, 11 YARDS WEST OF THE CENTER LINE OF THE ROADBED, 9 YARDS
 PF0039'NORTH OF THE CENTER LINE OF THE ROAD, IN THE TOP OF A LARGE
 PF0039'FLAT BOULDER, AND LEVEL WITH THE ROADBED.  A UNITED STATES
 PF0039'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 900.392 R 30 1928.
 PF0039
 PF0039                          STATION RECOVERY (1934)
 PF0039
 PF0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PF0039'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0034 ***********************************************************************
 PF0034  DESIGNATION -  R 31
 PF0034  PID         -  PF0034
 PF0034  STATE/COUNTY-  ME/FRANKLIN
 PF0034  USGS QUAD   -  PHILLIPS (1984)
 PF0034
 PF0034                         *CURRENT SURVEY CONTROL
 PF0034  ___________________________________________________________________
 PF0034* NAD 83(1986)-  44 51 37.     (N)    070 22 09.     (W)     SCALED    
 PF0034* NAVD 88     -       204.307  (meters)     670.30   (feet)  ADJUSTED  
 PF0034  ___________________________________________________________________
 PF0034  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 PF0034  DYNAMIC HT  -         204.284 (meters)     670.22  (feet)  COMP
 PF0034  MODELED GRAV-     980,498.7   (mgal)                       NAVD 88
 PF0034
 PF0034  VERT ORDER  -  SECOND    CLASS 0
 PF0034
 PF0034.The horizontal coordinates were scaled from a topographic map and have
 PF0034.an estimated accuracy of +/- 6 seconds.
 PF0034
 PF0034.The orthometric height was determined by differential leveling
 PF0034.and adjusted by the National Geodetic Survey in June 1991..
 PF0034
 PF0034.The geoid height was determined by GEOID03.
 PF0034
 PF0034.The dynamic height is computed by dividing the NAVD 88
 PF0034.geopotential number by the normal gravity value computed on the
 PF0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0034.degrees latitude (g = 980.6199 gals.).
 PF0034
 PF0034.The modeled gravity was interpolated from observed gravity values.
 PF0034
 PF0034;                    North         East    Units  Estimated Accuracy
 PF0034;SPC ME W     -   225,230.      884,000.      MT  (+/- 180 meters Scaled)
 PF0034
 PF0034                          SUPERSEDED SURVEY CONTROL
 PF0034
 PF0034  NGVD 29 (??/??/92)  204.444  (m)          670.75   (f) ADJ UNCH    2 0
 PF0034
 PF0034.Superseded values are not recommended for survey control.
 PF0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0034.See file dsdata.txt to determine how the superseded data were derived.
 PF0034
 PF0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK918683(NAD 83)
 PF0034_MARKER: DD = SURVEY DISK
 PF0034_SETTING: 80 = SET IN A BOULDER
 PF0034_SP_SET: BOULDER
 PF0034_STAMPING: 670.747 R 31 1928
 PF0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0034+STABILITY: SURFACE MOTION
 PF0034
 PF0034  HISTORY     - Date     Condition        Report By
 PF0034  HISTORY     - 1928     MONUMENTED       USGS
 PF0034  HISTORY     - 1933     GOOD             NGS
 PF0034  HISTORY     - 1934     GOOD             NGS
 PF0034
 PF0034                          STATION DESCRIPTION
 PF0034
 PF0034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PF0034'3.3 MI NW FROM PHILLIPS.
 PF0034'3.3 MILES NORTHWEST ALONG THE OLD ROADBED OF THE ABANDONED
 PF0034'SANDY RIVER AND RANGELEY LAKES RAILROAD FROM PHILLIPS, FRANKLIN
 PF0034'COUNTY, 45 FEET NORTH OF THE NORTH END OF A SMALL WOODEN BRIDGE,
 PF0034'12 YARDS SOUTHEAST OF A ROAD CROSSING, 8 YARDS SOUTH OF THE
 PF0034'CENTER LINE OF THE ROAD, 8 YARDS EAST OF THE CENTER LINE OF THE
 PF0034'OLD ROADBED, IN THE TOP OF A 4-FOOT BOULDER, AND ABOUT 2 FEET
 PF0034'LOWER THAN THE ROADBED.  A UNITED STATES GEOLOGICAL SURVEY
 PF0034'STANDARD DISK, STAMPED 670.747 R 31 1928.
 PF0034
 PF0034                          STATION RECOVERY (1934)
 PF0034
 PF0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PF0034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0766 ***********************************************************************
 QG0766  DESIGNATION -  R 32
 QG0766  PID         -  QG0766
 QG0766  STATE/COUNTY-  ME/PISCATAQUIS
 QG0766  USGS QUAD   -  GARLAND (1983)
 QG0766
 QG0766                         *CURRENT SURVEY CONTROL
 QG0766  ___________________________________________________________________
 QG0766* NAD 83(1986)-  45 06 53.     (N)    069 14 19.     (W)     SCALED    
 QG0766* NAVD 88     -       152.719  (meters)     501.05   (feet)  ADJUSTED  
 QG0766  ___________________________________________________________________
 QG0766  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 QG0766  DYNAMIC HT  -         152.714 (meters)     501.03  (feet)  COMP
 QG0766  MODELED GRAV-     980,584.4   (mgal)                       NAVD 88
 QG0766
 QG0766  VERT ORDER  -  SECOND    CLASS 0
 QG0766
 QG0766.The horizontal coordinates were scaled from a topographic map and have
 QG0766.an estimated accuracy of +/- 6 seconds.
 QG0766
 QG0766.The orthometric height was determined by differential leveling
 QG0766.and adjusted by the National Geodetic Survey in June 1991..
 QG0766
 QG0766.The geoid height was determined by GEOID03.
 QG0766
 QG0766.The dynamic height is computed by dividing the NAVD 88
 QG0766.geopotential number by the normal gravity value computed on the
 QG0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0766.degrees latitude (g = 980.6199 gals.).
 QG0766
 QG0766.The modeled gravity was interpolated from observed gravity values.
 QG0766
 QG0766;                    North         East    Units  Estimated Accuracy
 QG0766;SPC ME E     -   161,160.      241,890.      MT  (+/- 180 meters Scaled)
 QG0766
 QG0766                          SUPERSEDED SURVEY CONTROL
 QG0766
 QG0766  NGVD 29 (??/??/92)  152.901  (m)          501.64   (f) ADJ UNCH    2 0
 QG0766
 QG0766.Superseded values are not recommended for survey control.
 QG0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0766.See file dsdata.txt to determine how the superseded data were derived.
 QG0766
 QG0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK812957(NAD 83)
 QG0766_MARKER: DB = BENCH MARK DISK
 QG0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0766_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0766_STAMPING: R 32 1935
 QG0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0766+STABILITY: SURFACE MOTION
 QG0766
 QG0766  HISTORY     - Date     Condition        Report By
 QG0766  HISTORY     - 1935     MONUMENTED       CGS
 QG0766
 QG0766                          STATION DESCRIPTION
 QG0766
 QG0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QG0766'2.4 MI NE FROM SILVERS MILLS.
 QG0766'IN PISCATAQUIS COUNTY, ABOUT 2.4 MILES NORTHEAST ALONG THE MAINE
 QG0766'CENTRAL RAILROAD FROM THE STATION AT SILVERS MILLS, PENOBSCOT
 QG0766'COUNTY, AT THE STATION AT WEST DOVER, ABOUT 80 YARDS SOUTHWEST OF
 QG0766'MILEPOST F 7, ABOUT 79 FEET WEST OF A SWITCH, 45 FEET WEST OF THE
 QG0766'CENTER OF A COUNTRY-ROAD CROSSING, 26 FEET NORTHWEST OF THE
 QG0766'NORTHWEST RAIL, AND 2.5 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE.
 QG0766'A STANDARD DISK, STAMPED R 32 1935 AND SET IN THE TOP OF A
 QG0766'CONCRETE POST PROJECTING ABOUT 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0029 ***********************************************************************
 PF0029  DESIGNATION -  R 32
 PF0029  PID         -  PF0029
 PF0029  STATE/COUNTY-  ME/FRANKLIN
 PF0029  USGS QUAD   -  PHILLIPS (1984)
 PF0029
 PF0029                         *CURRENT SURVEY CONTROL
 PF0029  ___________________________________________________________________
 PF0029* NAD 83(1986)-  44 49 18.     (N)    070 20 23.     (W)     SCALED    
 PF0029* NAVD 88     -       174.092  (meters)     571.17   (feet)  ADJUSTED  
 PF0029  ___________________________________________________________________
 PF0029  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 PF0029  DYNAMIC HT  -         174.073 (meters)     571.10  (feet)  COMP
 PF0029  MODELED GRAV-     980,503.6   (mgal)                       NAVD 88
 PF0029
 PF0029  VERT ORDER  -  SECOND    CLASS 0
 PF0029
 PF0029.The horizontal coordinates were scaled from a topographic map and have
 PF0029.an estimated accuracy of +/- 6 seconds.
 PF0029
 PF0029.The orthometric height was determined by differential leveling
 PF0029.and adjusted by the National Geodetic Survey in June 1991..
 PF0029
 PF0029.The geoid height was determined by GEOID03.
 PF0029
 PF0029.The dynamic height is computed by dividing the NAVD 88
 PF0029.geopotential number by the normal gravity value computed on the
 PF0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0029.degrees latitude (g = 980.6199 gals.).
 PF0029
 PF0029.The modeled gravity was interpolated from observed gravity values.
 PF0029
 PF0029;                    North         East    Units  Estimated Accuracy
 PF0029;SPC ME W     -   220,930.      886,310.      MT  (+/- 180 meters Scaled)
 PF0029
 PF0029                          SUPERSEDED SURVEY CONTROL
 PF0029
 PF0029  NGVD 29 (??/??/92)  174.231  (m)          571.62   (f) ADJ UNCH    2 0
 PF0029
 PF0029.Superseded values are not recommended for survey control.
 PF0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0029.See file dsdata.txt to determine how the superseded data were derived.
 PF0029
 PF0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK940640(NAD 83)
 PF0029_MARKER: DD = SURVEY DISK
 PF0029_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 PF0029_SP_SET: UNSPECIFIED ROCK
 PF0029_STAMPING: 571.623 R 32 1928
 PF0029_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0029
 PF0029  HISTORY     - Date     Condition        Report By
 PF0029  HISTORY     - 1928     MONUMENTED       USGS
 PF0029  HISTORY     - 1933     GOOD             NGS
 PF0029  HISTORY     - 1934     GOOD             NGS
 PF0029  HISTORY     - 20040908 MARK NOT FOUND   USPSQD
 PF0029
 PF0029                          STATION DESCRIPTION
 PF0029
 PF0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PF0029'AT PHILLIPS.
 PF0029'AT PHILLIPS, FRANKLIN COUNTY, ON THE ABANDONED SANDY RIVER AND
 PF0029'RANGELEY LAKES RAILROAD, 124 YARDS NORTH OF THE ABANDONED
 PF0029'STATION, AT A STREET CROSSING, 22 YARDS SOUTH OF THE CENTER
 PF0029'LINE OF THE STREET, 12 YARDS EAST OF THE CENTER LINE OF THE OLD
 PF0029'ROADBED, 11 YARDS WEST OF A HOUSE, IN THE TOP OF A LARGE
 PF0029'ROCK PROJECTION, AND ABOUT 4 FEET HIGHER THAN THE OLD ROADBED.
 PF0029'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 PF0029'571.623 R 32 1928.
 PF0029
 PF0029                          STATION RECOVERY (1934)
 PF0029
 PF0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PF0029'RECOVERED IN GOOD CONDITION.
 PF0029
 PF0029                          STATION RECOVERY (2004)
 PF0029
 PF0029'RECOVERY NOTE BY US POWER SQUADRON 2004 (GBM)
 PF0029'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0724 ***********************************************************************
 QG0724  DESIGNATION -  R 33
 QG0724  PID         -  QG0724
 QG0724  STATE/COUNTY-  ME/PISCATAQUIS
 QG0724  USGS QUAD   -  GUILFORD (1984)
 QG0724
 QG0724                         *CURRENT SURVEY CONTROL
 QG0724  ___________________________________________________________________
 QG0724* NAD 83(1986)-  45 12 49.     (N)    069 28 13.     (W)     SCALED    
 QG0724* NAVD 88     -       138.543  (meters)     454.54   (feet)  ADJUSTED  
 QG0724  ___________________________________________________________________
 QG0724  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 QG0724  DYNAMIC HT  -         138.538 (meters)     454.52  (feet)  COMP
 QG0724  MODELED GRAV-     980,579.9   (mgal)                       NAVD 88
 QG0724
 QG0724  VERT ORDER  -  SECOND    CLASS 0
 QG0724
 QG0724.The horizontal coordinates were scaled from a topographic map and have
 QG0724.an estimated accuracy of +/- 6 seconds.
 QG0724
 QG0724.The orthometric height was determined by differential leveling
 QG0724.and adjusted by the National Geodetic Survey in June 1991..
 QG0724
 QG0724.The geoid height was determined by GEOID03.
 QG0724
 QG0724.The dynamic height is computed by dividing the NAVD 88
 QG0724.geopotential number by the normal gravity value computed on the
 QG0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0724.degrees latitude (g = 980.6199 gals.).
 QG0724
 QG0724.The modeled gravity was interpolated from observed gravity values.
 QG0724
 QG0724;                    North         East    Units  Estimated Accuracy
 QG0724;SPC ME E     -   172,340.      223,790.      MT  (+/- 180 meters Scaled)
 QG0724
 QG0724                          SUPERSEDED SURVEY CONTROL
 QG0724
 QG0724  NGVD 29 (??/??/92)  138.734  (m)          455.16   (f) ADJ UNCH    2 0
 QG0724
 QG0724.Superseded values are not recommended for survey control.
 QG0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0724.See file dsdata.txt to determine how the superseded data were derived.
 QG0724
 QG0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL630067(NAD 83)
 QG0724_MARKER: DB = BENCH MARK DISK
 QG0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0724_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0724_STAMPING: R 33 1935
 QG0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0724+STABILITY: SURFACE MOTION
 QG0724
 QG0724  HISTORY     - Date     Condition        Report By
 QG0724  HISTORY     - 1935     MONUMENTED       CGS
 QG0724  HISTORY     - 1978     MARK NOT FOUND   NGS
 QG0724  HISTORY     - 19950814 MARK NOT FOUND   USPSQD
 QG0724
 QG0724                          STATION DESCRIPTION
 QG0724
 QG0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QG0724'AT MONSON JUNCTION.
 QG0724'AT MONSON JUNCTION, PISCATAQUIS COUNTY, 50 YARDS SOUTH OF THE
 QG0724'SOUTHWEST CORNER OF THE BANGOR AND AROOSTOOK RAILROAD STATION,
 QG0724'72.0 FEET SOUTHWEST OF THE NORTHWEST CORNER OF A FREIGHT HOUSE,
 QG0724'64.3 FEET SOUTH OF THE SECOND SWITCH SOUTH OF THE FIRST NORTH
 QG0724'SWITCH, 45.2 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN
 QG0724'TRACK, AND 1.2 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE.  A
 QG0724'STANDARD DISK, STAMPED R 33 1935 AND SET IN THE TOP OF A CONCRETE
 QG0724'POST PROJECTING 6 INCHES ABOVE GROUND.
 QG0724
 QG0724                          STATION RECOVERY (1978)
 QG0724
 QG0724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0724'MARK SEARCHED BUT NOT RECOVERED.
 QG0724
 QG0724                          STATION RECOVERY (1995)
 QG0724
 QG0724'RECOVERY NOTE BY US POWER SQUADRON 1995
 QG0724'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0027 ***********************************************************************
 PF0027  DESIGNATION -  R 33
 PF0027  PID         -  PF0027
 PF0027  STATE/COUNTY-  ME/FRANKLIN
 PF0027  USGS QUAD   -  PHILLIPS (1984)
 PF0027
 PF0027                         *CURRENT SURVEY CONTROL
 PF0027  ___________________________________________________________________
 PF0027* NAD 83(1986)-  44 48 12.     (N)    070 18 07.     (W)     SCALED    
 PF0027* NAVD 88     -       158.282  (meters)     519.30   (feet)  ADJUSTED  
 PF0027  ___________________________________________________________________
 PF0027  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 PF0027  DYNAMIC HT  -         158.267 (meters)     519.25  (feet)  COMP
 PF0027  MODELED GRAV-     980,515.8   (mgal)                       NAVD 88
 PF0027
 PF0027  VERT ORDER  -  SECOND    CLASS 0
 PF0027
 PF0027.The horizontal coordinates were scaled from a topographic map and have
 PF0027.an estimated accuracy of +/- 6 seconds.
 PF0027
 PF0027.The orthometric height was determined by differential leveling
 PF0027.and adjusted by the National Geodetic Survey in June 1991..
 PF0027
 PF0027.The geoid height was determined by GEOID03.
 PF0027
 PF0027.The dynamic height is computed by dividing the NAVD 88
 PF0027.geopotential number by the normal gravity value computed on the
 PF0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0027.degrees latitude (g = 980.6199 gals.).
 PF0027
 PF0027.The modeled gravity was interpolated from observed gravity values.
 PF0027
 PF0027;                    North         East    Units  Estimated Accuracy
 PF0027;SPC ME W     -   218,890.      889,300.      MT  (+/- 180 meters Scaled)
 PF0027
 PF0027                          SUPERSEDED SURVEY CONTROL
 PF0027
 PF0027  NGVD 29 (??/??/92)  158.425  (m)          519.77   (f) ADJ UNCH    2 0
 PF0027
 PF0027.Superseded values are not recommended for survey control.
 PF0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0027.See file dsdata.txt to determine how the superseded data were derived.
 PF0027
 PF0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK970619(NAD 83)
 PF0027_MARKER: DD = SURVEY DISK
 PF0027_SETTING: 66 = SET IN ROCK OUTCROP
 PF0027_SP_SET: ROCK OUTCROP
 PF0027_STAMPING: 519.766 R 33 1928
 PF0027_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PF0027+STABILITY: POSITION/ELEVATION WELL
 PF0027
 PF0027  HISTORY     - Date     Condition        Report By
 PF0027  HISTORY     - 1928     MONUMENTED       USGS
 PF0027  HISTORY     - 1933     GOOD             NGS
 PF0027  HISTORY     - 1934     GOOD             NGS
 PF0027
 PF0027                          STATION DESCRIPTION
 PF0027
 PF0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PF0027'2.7 MI SE FROM PHILLIPS.
 PF0027'2.7 MILES SOUTHEAST ALONG THE OLD ROADBED OF THE ABANDONED
 PF0027'SANDY RIVER AND RANGELEY LAKES RAILROAD FROM PHILLIPS, FRANKLIN
 PF0027'COUNTY, ABOUT 250 FEET SOUTH OF A ROAD CROSSING, 35 YARDS
 PF0027'SOUTHWEST OF A 2-FOOT PINE TREE, 45 FEET SOUTH OF A 12-FOOT
 PF0027'BOULDER, 8 YARDS SOUTHWEST OF THE CENTER LINE OF THE OLD ROADBED,
 PF0027'IN THE TOP OF A LARGE ROUND ROCK OUTCROP, AND LEVEL WITH THE
 PF0027'OLD ROADBED.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 PF0027'STAMPED 519.766 R 33 1928.
 PF0027
 PF0027                          STATION RECOVERY (1934)
 PF0027
 PF0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PF0027'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0754 ***********************************************************************
 QG0754  DESIGNATION -  R 34
 QG0754  PID         -  QG0754
 QG0754  STATE/COUNTY-  ME/PISCATAQUIS
 QG0754  USGS QUAD   -  SOUTH SEBEC (1983)
 QG0754
 QG0754                         *CURRENT SURVEY CONTROL
 QG0754  ___________________________________________________________________
 QG0754* NAD 83(1986)-  45 13 14.     (N)    069 01 26.     (W)     SCALED    
 QG0754* NAVD 88     -        91.914  (meters)     301.55   (feet)  ADJUSTED  
 QG0754  ___________________________________________________________________
 QG0754  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 QG0754  DYNAMIC HT  -          91.912 (meters)     301.55  (feet)  COMP
 QG0754  MODELED GRAV-     980,596.1   (mgal)                       NAVD 88
 QG0754
 QG0754  VERT ORDER  -  SECOND    CLASS 0
 QG0754
 QG0754.The horizontal coordinates were scaled from a topographic map and have
 QG0754.an estimated accuracy of +/- 6 seconds.
 QG0754
 QG0754.The orthometric height was determined by differential leveling
 QG0754.and adjusted by the National Geodetic Survey in June 1991..
 QG0754
 QG0754.The geoid height was determined by GEOID03.
 QG0754
 QG0754.The dynamic height is computed by dividing the NAVD 88
 QG0754.geopotential number by the normal gravity value computed on the
 QG0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0754.degrees latitude (g = 980.6199 gals.).
 QG0754
 QG0754.The modeled gravity was interpolated from observed gravity values.
 QG0754
 QG0754;                    North         East    Units  Estimated Accuracy
 QG0754;SPC ME E     -   172,790.      258,860.      MT  (+/- 180 meters Scaled)
 QG0754
 QG0754                          SUPERSEDED SURVEY CONTROL
 QG0754
 QG0754  NGVD 29 (??/??/92)   92.074  (m)          302.08   (f) ADJ UNCH    2 0
 QG0754
 QG0754.Superseded values are not recommended for survey control.
 QG0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0754.See file dsdata.txt to determine how the superseded data were derived.
 QG0754
 QG0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL981074(NAD 83)
 QG0754_MARKER: DB = BENCH MARK DISK
 QG0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0754_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0754_STAMPING: R 34 1935
 QG0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0754+STABILITY: SURFACE MOTION
 QG0754
 QG0754  HISTORY     - Date     Condition        Report By
 QG0754  HISTORY     - 1935     MONUMENTED       CGS
 QG0754  HISTORY     - 1978     GOOD             NGS
 QG0754
 QG0754                          STATION DESCRIPTION
 QG0754
 QG0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QG0754'2.9 MI W FROM DERBY.
 QG0754'2.9 MILES WEST ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 QG0754'THE STATION AT DERBY, PISCATAQUIS COUNTY, 6 POLES EAST OF
 QG0754'MILEPOST 3, 68 YARDS WEST OF A ROAD CROSSING, 27 FEET NORTH OF
 QG0754'THE NORTH RAIL.  A STANDARD DISK, STAMPED R 34 1935 AND SET IN
 QG0754'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 QG0754
 QG0754                          STATION RECOVERY (1978)
 QG0754
 QG0754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0754'0.05 MILE NORTH ALONG A PAVED ROAD FROM ITS T-JUNCTION WITH A
 QG0754'PAVED ROAD LEADING WEST, THENCE 3.05 MILES EAST ALONG A GRAVEL
 QG0754'ROAD TO ITS INTERSECTION WITH A SECOND GRAVEL ROAD, 30.0 FT. NORTH
 QG0754'OF THE CENTER LINE OF THE GRAVEL ROAD, 68.0 YARDS WEST OF THE
 QG0754'INTERSECTION OF THE ROADS, ALSO 2.9 MILES WEST ALONG A GRAVEL ROAD
 QG0754'OR THE BANGOR AND AROOSTOOK RAILROAD FROM THE STATION AT DERBY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0230 ***********************************************************************
 RF0230  DESIGNATION -  R 34
 RF0230  PID         -  RF0230
 RF0230  STATE/COUNTY-  ME/AROOSTOOK
 RF0230  USGS QUAD   -  UMSASKIS LAKE WEST (1986)
 RF0230
 RF0230                         *CURRENT SURVEY CONTROL
 RF0230  ___________________________________________________________________
 RF0230* NAD 83(1986)-  46 35 23.     (N)    069 25 19.     (W)     SCALED    
 RF0230* NAVD 88     -       310.843  (meters)    1019.82   (feet)  ADJUSTED  
 RF0230  ___________________________________________________________________
 RF0230  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 RF0230  DYNAMIC HT  -         310.854 (meters)    1019.86  (feet)  COMP
 RF0230  MODELED GRAV-     980,640.0   (mgal)                       NAVD 88
 RF0230
 RF0230  VERT ORDER  -  SECOND    CLASS 0
 RF0230
 RF0230.The horizontal coordinates were scaled from a topographic map and have
 RF0230.an estimated accuracy of +/- 6 seconds.
 RF0230
 RF0230.The orthometric height was determined by differential leveling
 RF0230.and adjusted by the National Geodetic Survey in June 1991..
 RF0230
 RF0230.The geoid height was determined by GEOID03.
 RF0230
 RF0230.The dynamic height is computed by dividing the NAVD 88
 RF0230.geopotential number by the normal gravity value computed on the
 RF0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0230.degrees latitude (g = 980.6199 gals.).
 RF0230
 RF0230.The modeled gravity was interpolated from observed gravity values.
 RF0230
 RF0230;                    North         East    Units  Estimated Accuracy
 RF0230;SPC ME E     -   325,230.      229,350.      MT  (+/- 180 meters Scaled)
 RF0230
 RF0230                          SUPERSEDED SURVEY CONTROL
 RF0230
 RF0230  NGVD 29 (??/??/92)  311.024  (m)         1020.42   (f) ADJ UNCH    2 0
 RF0230
 RF0230.Superseded values are not recommended for survey control.
 RF0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0230.See file dsdata.txt to determine how the superseded data were derived.
 RF0230
 RF0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM676596(NAD 83)
 RF0230_MARKER: DD = SURVEY DISK
 RF0230_SETTING: 80 = SET IN A BOULDER
 RF0230_SP_SET: BOULDER
 RF0230_STAMPING: R 34 1930
 RF0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0230+STABILITY: SURFACE MOTION
 RF0230
 RF0230  HISTORY     - Date     Condition        Report By
 RF0230  HISTORY     - 1930     MONUMENTED       USGS
 RF0230  HISTORY     - 1953     GOOD             NGS
 RF0230
 RF0230                          STATION DESCRIPTION
 RF0230
 RF0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 RF0230'5.9 MI SE FROM CLAYTON LAKE.
 RF0230'ABOUT 5.9 MILES SOUTHEAST ALONG A PRIVATE GRAVEL ROAD LEADING TO
 RF0230'CHURCHILL LAKE FROM THE POST OFFICE AT CLAYTON LAKE, ABOUT 0.2
 RF0230'MILE NORTHWEST OF A 12-FOOT LOG BRIDGE, IN THE INSIDE AND AT
 RF0230'THE NORTHWEST END OF A CURVE WITH TANGENTS EXTENDING NORTHWEST AND
 RF0230'EAST, ON THE SOUTHEAST SLOPE OF A HILL, IN THE TOP OF A FLAT
 RF0230'BOULDER, 14 FEET NORTHEAST OF CENTER LINE OF ROAD, 64 FEET SOUTHEAST
 RF0230'OF THE FIRST TELEPHONE POLE NORTHWEST OF A POLE WITH A BRACE
 RF0230'POLE, ABOUT 1 FOOT ABOVE GROUND AND ABOUT 1 FOOT BELOW LEVEL OF
 RF0230'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0020 ***********************************************************************
 PF0020  DESIGNATION -  R 34
 PF0020  PID         -  PF0020
 PF0020  STATE/COUNTY-  ME/FRANKLIN
 PF0020  USGS QUAD   -  STRONG (1989)
 PF0020
 PF0020                         *CURRENT SURVEY CONTROL
 PF0020  ___________________________________________________________________
 PF0020* NAD 83(1986)-  44 48 17.     (N)    070 13 09.     (W)     SCALED    
 PF0020* NAVD 88     -       152.355  (meters)     499.85   (feet)  ADJUSTED  
 PF0020  ___________________________________________________________________
 PF0020  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 PF0020  DYNAMIC HT  -         152.342 (meters)     499.81  (feet)  COMP
 PF0020  MODELED GRAV-     980,529.9   (mgal)                       NAVD 88
 PF0020
 PF0020  VERT ORDER  -  SECOND    CLASS 0
 PF0020
 PF0020.The horizontal coordinates were scaled from a topographic map and have
 PF0020.an estimated accuracy of +/- 6 seconds.
 PF0020
 PF0020.The orthometric height was determined by differential leveling
 PF0020.and adjusted by the National Geodetic Survey in June 1991..
 PF0020
 PF0020.The geoid height was determined by GEOID03.
 PF0020
 PF0020.The dynamic height is computed by dividing the NAVD 88
 PF0020.geopotential number by the normal gravity value computed on the
 PF0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0020.degrees latitude (g = 980.6199 gals.).
 PF0020
 PF0020.The modeled gravity was interpolated from observed gravity values.
 PF0020
 PF0020;                    North         East    Units  Estimated Accuracy
 PF0020;SPC ME W     -   219,030.      895,850.      MT  (+/- 180 meters Scaled)
 PF0020
 PF0020                          SUPERSEDED SURVEY CONTROL
 PF0020
 PF0020  NGVD 29 (??/??/92)  152.501  (m)          500.33   (f) ADJ UNCH    2 0
 PF0020
 PF0020.Superseded values are not recommended for survey control.
 PF0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0020.See file dsdata.txt to determine how the superseded data were derived.
 PF0020
 PF0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK035619(NAD 83)
 PF0020_MARKER: DD = SURVEY DISK
 PF0020_SETTING: 80 = SET IN A BOULDER
 PF0020_SP_SET: BOULDER
 PF0020_STAMPING: 500.330 R 34 1928
 PF0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0020+STABILITY: SURFACE MOTION
 PF0020
 PF0020  HISTORY     - Date     Condition        Report By
 PF0020  HISTORY     - 1928     MONUMENTED       USGS
 PF0020  HISTORY     - 1933     GOOD             NGS
 PF0020  HISTORY     - 1935     GOOD             NGS
 PF0020  HISTORY     - 20040908 MARK NOT FOUND   USPSQD
 PF0020
 PF0020                          STATION DESCRIPTION
 PF0020
 PF0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PF0020'AT STRONG.
 PF0020'AT STRONG, FRANKLIN COUNTY, ON THE ABANDONED SANDY RIVER AND
 PF0020'RANGELEY LAKES RAILROAD, 150 FEET SOUTH OF THE ABANDONED STATION,
 PF0020'20 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF THE OLD TURNTABLE, AND
 PF0020'IN THE TOP OF A 5-FOOT BOULDER PROJECTING ABOUT 1 FOOT ABOVE
 PF0020'THE GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 PF0020'STAMPED 500.330 R 34 1928.
 PF0020
 PF0020                          STATION RECOVERY (1935)
 PF0020
 PF0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 PF0020'RECOVERED IN GOOD CONDITION.
 PF0020
 PF0020                          STATION RECOVERY (2004)
 PF0020
 PF0020'RECOVERY NOTE BY US POWER SQUADRON 2004 (GBM)
 PF0020'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0282 ***********************************************************************
 QG0282  DESIGNATION -  R 35
 QG0282  PID         -  QG0282
 QG0282  STATE/COUNTY-  ME/PENOBSCOT
 QG0282  USGS QUAD   -  PASSADUMKEAG (1988)
 QG0282
 QG0282                         *CURRENT SURVEY CONTROL
 QG0282  ___________________________________________________________________
 QG0282* NAD 83(1986)-  45 14 57.     (N)    068 35 23.     (W)     SCALED    
 QG0282* NAVD 88     -        61.697  (meters)     202.42   (feet)  ADJUSTED  
 QG0282  ___________________________________________________________________
 QG0282  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 QG0282  DYNAMIC HT  -          61.696 (meters)     202.41  (feet)  COMP
 QG0282  MODELED GRAV-     980,608.5   (mgal)                       NAVD 88
 QG0282
 QG0282  VERT ORDER  -  SECOND    CLASS 0
 QG0282
 QG0282.The horizontal coordinates were scaled from a topographic map and have
 QG0282.an estimated accuracy of +/- 6 seconds.
 QG0282
 QG0282.The orthometric height was determined by differential leveling
 QG0282.and adjusted by the National Geodetic Survey in June 1991..
 QG0282
 QG0282.The geoid height was determined by GEOID03.
 QG0282
 QG0282.The dynamic height is computed by dividing the NAVD 88
 QG0282.geopotential number by the normal gravity value computed on the
 QG0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0282.degrees latitude (g = 980.6199 gals.).
 QG0282
 QG0282.The modeled gravity was interpolated from observed gravity values.
 QG0282
 QG0282;                    North         East    Units  Estimated Accuracy
 QG0282;SPC ME E     -   175,840.      292,960.      MT  (+/- 180 meters Scaled)
 QG0282
 QG0282                          SUPERSEDED SURVEY CONTROL
 QG0282
 QG0282  NGVD 29 (??/??/92)   61.902  (m)          203.09   (f) ADJ UNCH    2 0
 QG0282
 QG0282.Superseded values are not recommended for survey control.
 QG0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0282.See file dsdata.txt to determine how the superseded data were derived.
 QG0282
 QG0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL321107(NAD 83)
 QG0282_MARKER: DB = BENCH MARK DISK
 QG0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0282_STAMPING: R 35 1935
 QG0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0282+STABILITY: SURFACE MOTION
 QG0282
 QG0282  HISTORY     - Date     Condition        Report By
 QG0282  HISTORY     - 1935     MONUMENTED       CGS
 QG0282  HISTORY     - 20030813 POOR             INDIV
 QG0282
 QG0282                          STATION DESCRIPTION
 QG0282
 QG0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QG0282'AT ENFIELD.
 QG0282'AT ENFIELD, PENOBSCOT COUNTY, ABOUT 117 FEET SOUTH OF THE SOUTH
 QG0282'END OF THE MAINE CENTRAL RAILROAD STATION, 27 FEET NORTHEAST OF
 QG0282'MILEPOST P 172, 18 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK,
 QG0282'AND 4 FEET WEST OF A POLE.  A STANDARD DISK, STAMPED R 35 1935
 QG0282'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES
 QG0282'ABOVE GROUND.
 QG0282
 QG0282                          STATION RECOVERY (2003)
 QG0282
 QG0282'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DRE)
 QG0282'CONCRETE POST WITH DISK ON TOP FOUND LAYING ON TOP OF GROUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0068 ***********************************************************************
 RF0068  DESIGNATION -  R 36
 RF0068  PID         -  RF0068
 RF0068  STATE/COUNTY-  ME/AROOSTOOK
 RF0068  USGS QUAD   -  MAPLETON (1984)
 RF0068
 RF0068                         *CURRENT SURVEY CONTROL
 RF0068  ___________________________________________________________________
 RF0068* NAD 83(1986)-  46 40 16.     (N)    068 09 43.     (W)     SCALED    
 RF0068* NAVD 88     -       165.137  (meters)     541.79   (feet)  ADJUSTED  
 RF0068  ___________________________________________________________________
 RF0068  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 RF0068  DYNAMIC HT  -         165.152 (meters)     541.84  (feet)  COMP
 RF0068  MODELED GRAV-     980,704.3   (mgal)                       NAVD 88
 RF0068
 RF0068  VERT ORDER  -  SECOND    CLASS 0
 RF0068
 RF0068.The horizontal coordinates were scaled from a topographic map and have
 RF0068.an estimated accuracy of +/- 6 seconds.
 RF0068
 RF0068.The orthometric height was determined by differential leveling
 RF0068.and adjusted by the National Geodetic Survey in June 1991..
 RF0068
 RF0068.The geoid height was determined by GEOID03.
 RF0068
 RF0068.The dynamic height is computed by dividing the NAVD 88
 RF0068.geopotential number by the normal gravity value computed on the
 RF0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0068.degrees latitude (g = 980.6199 gals.).
 RF0068
 RF0068.The modeled gravity was interpolated from observed gravity values.
 RF0068
 RF0068;                    North         East    Units  Estimated Accuracy
 RF0068;SPC ME E     -   333,920.      325,870.      MT  (+/- 180 meters Scaled)
 RF0068
 RF0068                          SUPERSEDED SURVEY CONTROL
 RF0068
 RF0068  NGVD 29 (??/??/92)  165.318  (m)          542.38   (f) ADJ UNCH    2 0
 RF0068
 RF0068.Superseded values are not recommended for survey control.
 RF0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0068.See file dsdata.txt to determine how the superseded data were derived.
 RF0068
 RF0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM641689(NAD 83)
 RF0068_MARKER: DB = BENCH MARK DISK
 RF0068_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RF0068_SP_SET: CULVERT
 RF0068_STAMPING: R 36 1935
 RF0068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RF0068
 RF0068  HISTORY     - Date     Condition        Report By
 RF0068  HISTORY     - 1935     MONUMENTED       CGS
 RF0068
 RF0068                          STATION DESCRIPTION
 RF0068
 RF0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RF0068'0.8 MI S FROM MAPLETON.
 RF0068'ABOUT 0.8 MILE SOUTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 RF0068'THE STATION AT MAPLETON, AROOSTOOK COUNTY, ABOUT 20 YARDS NORTH OF
 RF0068'MILEPOST 17, 6.8 FEET WEST OF THE WEST RAIL, AT A 4-BY 9-FOOT BOX
 RF0068'CULVERT, IN THE TOP OF THE WEST HEAD WALL, AND 8 INCHES FROM THE
 RF0068'SOUTH END.  A STANDARD DISK, STAMPED R 36 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0016 ***********************************************************************
 PF0016  DESIGNATION -  R 36
 PF0016  PID         -  PF0016
 PF0016  STATE/COUNTY-  ME/FRANKLIN
 PF0016  USGS QUAD   -  STRONG (1989)
 PF0016
 PF0016                         *CURRENT SURVEY CONTROL
 PF0016  ___________________________________________________________________
 PF0016* NAD 83(1986)-  44 51 35.     (N)    070 14 09.     (W)     SCALED    
 PF0016* NAVD 88     -       226.038  (meters)     741.59   (feet)  ADJUSTED  
 PF0016  ___________________________________________________________________
 PF0016  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 PF0016  DYNAMIC HT  -         226.018 (meters)     741.53  (feet)  COMP
 PF0016  MODELED GRAV-     980,524.8   (mgal)                       NAVD 88
 PF0016
 PF0016  VERT ORDER  -  SECOND    CLASS 0
 PF0016
 PF0016.The horizontal coordinates were scaled from a topographic map and have
 PF0016.an estimated accuracy of +/- 6 seconds.
 PF0016
 PF0016.The orthometric height was determined by differential leveling
 PF0016.and adjusted by the National Geodetic Survey in June 1991..
 PF0016
 PF0016.The geoid height was determined by GEOID03.
 PF0016
 PF0016.The dynamic height is computed by dividing the NAVD 88
 PF0016.geopotential number by the normal gravity value computed on the
 PF0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0016.degrees latitude (g = 980.6199 gals.).
 PF0016
 PF0016.The modeled gravity was interpolated from observed gravity values.
 PF0016
 PF0016;                    North         East    Units  Estimated Accuracy
 PF0016;SPC ME W     -   225,150.      894,530.      MT  (+/- 180 meters Scaled)
 PF0016
 PF0016                          SUPERSEDED SURVEY CONTROL
 PF0016
 PF0016  NGVD 29 (??/??/92)  226.187  (m)          742.08   (f) ADJ UNCH    2 0
 PF0016
 PF0016.Superseded values are not recommended for survey control.
 PF0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0016.See file dsdata.txt to determine how the superseded data were derived.
 PF0016
 PF0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK023681(NAD 83)
 PF0016_MARKER: DB = BENCH MARK DISK
 PF0016_SETTING: 80 = SET IN A BOULDER
 PF0016_SP_SET: BOULDER
 PF0016_STAMPING: 742.082 R 36 1928
 PF0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0016+STABILITY: SURFACE MOTION
 PF0016
 PF0016  HISTORY     - Date     Condition        Report By
 PF0016  HISTORY     - 1928     MONUMENTED       USGS
 PF0016  HISTORY     - 1933     GOOD             NGS
 PF0016  HISTORY     - 1934     GOOD             NGS
 PF0016
 PF0016                          STATION DESCRIPTION
 PF0016
 PF0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PF0016'4.2 MI NW FROM STRONG.
 PF0016'4.2 MILES NORTHWEST ALONG THE OLD ROADBED OF THE ABANDONED
 PF0016'SANDY RIVER AND RANGELEY LAKES RAILROAD FROM STRONG, FRANKLIN
 PF0016'COUNTY, 3.7 MILES SOUTH OF SALEM, 0.2 MILE NORTH OF THE NORTH
 PF0016'END OF A LARGE BOG, 20 FEET EAST OF THE CENTER LINE OF THE OLD
 PF0016'ROADBED, IN THE TOP OF A 12-FOOT BOULDER, AND LEVEL WITH THE
 PF0016'ROADBED.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 PF0016'742.082 R 36 1928.
 PF0016
 PF0016                          STATION RECOVERY (1934)
 PF0016
 PF0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PF0016'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0807 ***********************************************************************
 PE0807  DESIGNATION -  R 37
 PE0807  PID         -  PE0807
 PE0807  STATE/COUNTY-  ME/WALDO
 PE0807  USGS QUAD   -  BROOKS EAST (1982)
 PE0807
 PE0807                         *CURRENT SURVEY CONTROL
 PE0807  ___________________________________________________________________
 PE0807* NAD 83(1986)-  44 30 38.     (N)    069 04 43.     (W)     SCALED    
 PE0807* NAVD 88     -        79.042  (meters)     259.32   (feet)  ADJUSTED  
 PE0807  ___________________________________________________________________
 PE0807  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 PE0807  DYNAMIC HT  -          79.036 (meters)     259.30  (feet)  COMP
 PE0807  MODELED GRAV-     980,534.0   (mgal)                       NAVD 88
 PE0807
 PE0807  VERT ORDER  -  SECOND    CLASS 0
 PE0807
 PE0807.The horizontal coordinates were scaled from a topographic map and have
 PE0807.an estimated accuracy of +/- 6 seconds.
 PE0807
 PE0807.The orthometric height was determined by differential leveling
 PE0807.and adjusted by the National Geodetic Survey in June 1991..
 PE0807
 PE0807.The geoid height was determined by GEOID03.
 PE0807
 PE0807.The dynamic height is computed by dividing the NAVD 88
 PE0807.geopotential number by the normal gravity value computed on the
 PE0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0807.degrees latitude (g = 980.6199 gals.).
 PE0807
 PE0807.The modeled gravity was interpolated from observed gravity values.
 PE0807
 PE0807;                    North         East    Units  Estimated Accuracy
 PE0807;SPC ME E     -    93,920.      254,000.      MT  (+/- 180 meters Scaled)
 PE0807
 PE0807                          SUPERSEDED SURVEY CONTROL
 PE0807
 PE0807  NGVD 29 (??/??/92)   79.252  (m)          260.01   (f) ADJ UNCH    2 0
 PE0807
 PE0807.Superseded values are not recommended for survey control.
 PE0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0807.See file dsdata.txt to determine how the superseded data were derived.
 PE0807
 PE0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK937285(NAD 83)
 PE0807_MARKER: DB = BENCH MARK DISK
 PE0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0807_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0807_STAMPING: R 37 1935
 PE0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0807+STABILITY: SURFACE MOTION
 PE0807
 PE0807  HISTORY     - Date     Condition        Report By
 PE0807  HISTORY     - 1935     MONUMENTED       CGS
 PE0807  HISTORY     - 1935     GOOD             NGS
 PE0807  HISTORY     - 1979     MARK NOT FOUND   USGS
 PE0807
 PE0807                          STATION DESCRIPTION
 PE0807
 PE0807'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE0807'AT WALDO.
 PE0807'AT WALDO, WALDO COUNTY, ABOUT 44 YARDS NORTH OF THE BELFAST
 PE0807'AND MOOSEHEAD LAKE RAILROAD STATION, 41 FEET NORTHWEST OF THE
 PE0807'CENTER LINE OF A COUNTY ROAD, 27.3 FEET EAST OF THE EAST RAIL
 PE0807'OF THE MAIN TRACK, 17.5 FEET EAST OF THE EAST RAIL OF A SIDE
 PE0807'TRACK, AND 3 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 PE0807'DISK, STAMPED R 37 1935 AND SET IN THE TOP OF A CONCRETE POST
 PE0807'PROJECTING ABOUT 5 INCHES ABOVE GROUND.
 PE0807
 PE0807                          STATION RECOVERY (1935)
 PE0807
 PE0807'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 PE0807'RECOVERED IN GOOD CONDITION.
 PE0807
 PE0807                          STATION RECOVERY (1979)
 PE0807
 PE0807'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PE0807'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0014 ***********************************************************************
 PF0014  DESIGNATION -  R 37
 PF0014  PID         -  PF0014
 PF0014  STATE/COUNTY-  ME/FRANKLIN
 PF0014  USGS QUAD   -  MOUNT ABRAHAM (1984)
 PF0014
 PF0014                         *CURRENT SURVEY CONTROL
 PF0014  ___________________________________________________________________
 PF0014* NAD 83(1986)-  44 54 10.     (N)    070 15 55.     (W)     SCALED    
 PF0014* NAVD 88     -       261.163  (meters)     856.83   (feet)  ADJUSTED  
 PF0014  ___________________________________________________________________
 PF0014  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 PF0014  DYNAMIC HT  -         261.138 (meters)     856.75  (feet)  COMP
 PF0014  MODELED GRAV-     980,515.4   (mgal)                       NAVD 88
 PF0014
 PF0014  VERT ORDER  -  SECOND    CLASS 0
 PF0014
 PF0014.The horizontal coordinates were scaled from a topographic map and have
 PF0014.an estimated accuracy of +/- 6 seconds.
 PF0014
 PF0014.The orthometric height was determined by differential leveling
 PF0014.and adjusted by the National Geodetic Survey in June 1991..
 PF0014
 PF0014.The geoid height was determined by GEOID03.
 PF0014
 PF0014.The dynamic height is computed by dividing the NAVD 88
 PF0014.geopotential number by the normal gravity value computed on the
 PF0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0014.degrees latitude (g = 980.6199 gals.).
 PF0014
 PF0014.The modeled gravity was interpolated from observed gravity values.
 PF0014
 PF0014;                    North         East    Units  Estimated Accuracy
 PF0014;SPC ME W     -   229,930.      892,210.      MT  (+/- 180 meters Scaled)
 PF0014
 PF0014                          SUPERSEDED SURVEY CONTROL
 PF0014
 PF0014  NGVD 29 (??/??/92)  261.312  (m)          857.32   (f) ADJ UNCH    2 0
 PF0014
 PF0014.Superseded values are not recommended for survey control.
 PF0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0014.See file dsdata.txt to determine how the superseded data were derived.
 PF0014
 PF0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK001729(NAD 83)
 PF0014_MARKER: DB = BENCH MARK DISK
 PF0014_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PF0014_SP_SET: FOUNDATION
 PF0014_STAMPING: 857.321 R 37 1928
 PF0014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0014
 PF0014  HISTORY     - Date     Condition        Report By
 PF0014  HISTORY     - 1928     MONUMENTED       USGS
 PF0014  HISTORY     - 1933     GOOD             NGS
 PF0014  HISTORY     - 1934     GOOD             NGS
 PF0014
 PF0014                          STATION DESCRIPTION
 PF0014
 PF0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PF0014'AT SALEM.
 PF0014'AT SALEM, FRANKLIN COUNTY, ON THE OLD ROADBED OF THE ABANDONED
 PF0014'SANDY RIVER AND RANGELEY LAKES RAILROAD, AT THE CROSSING OF
 PF0014'STATE HIGHWAY 142, 31 YARDS SOUTH OF THE CENTER LINE OF THE
 PF0014'HIGHWAY, 11 YARDS WEST OF THE CENTER LINE OF THE OLD ROADBED,
 PF0014'AT THE NORTHWEST CORNER OF THE ABANDONED STATION, IN THE GRANITE
 PF0014'FOUNDATION, AND 6 INCHES ABOVE THE GROUND.  A UNITED STATES
 PF0014'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 857.321 R 37 1928.
 PF0014
 PF0014                          STATION RECOVERY (1934)
 PF0014
 PF0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PF0014'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0012 ***********************************************************************
 PF0012  DESIGNATION -  R 38
 PF0012  PID         -  PF0012
 PF0012  STATE/COUNTY-  ME/FRANKLIN
 PF0012  USGS QUAD   -  KINGFIELD (1989)
 PF0012
 PF0012                         *CURRENT SURVEY CONTROL
 PF0012  ___________________________________________________________________
 PF0012* NAD 83(1986)-  44 55 36.     (N)    070 12 28.     (W)     SCALED    
 PF0012* NAVD 88     -       209.647  (meters)     687.82   (feet)  ADJUSTED  
 PF0012  ___________________________________________________________________
 PF0012  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 PF0012  DYNAMIC HT  -         209.627 (meters)     687.75  (feet)  COMP
 PF0012  MODELED GRAV-     980,517.6   (mgal)                       NAVD 88
 PF0012
 PF0012  VERT ORDER  -  SECOND    CLASS 0
 PF0012
 PF0012.The horizontal coordinates were scaled from a topographic map and have
 PF0012.an estimated accuracy of +/- 6 seconds.
 PF0012
 PF0012.The orthometric height was determined by differential leveling
 PF0012.and adjusted by the National Geodetic Survey in June 1991..
 PF0012
 PF0012.The geoid height was determined by GEOID03.
 PF0012
 PF0012.The dynamic height is computed by dividing the NAVD 88
 PF0012.geopotential number by the normal gravity value computed on the
 PF0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0012.degrees latitude (g = 980.6199 gals.).
 PF0012
 PF0012.The modeled gravity was interpolated from observed gravity values.
 PF0012
 PF0012;                    North         East    Units  Estimated Accuracy
 PF0012;SPC ME W     -   232,580.      896,750.      MT  (+/- 180 meters Scaled)
 PF0012
 PF0012                          SUPERSEDED SURVEY CONTROL
 PF0012
 PF0012  NGVD 29 (??/??/92)  209.800  (m)          688.32   (f) ADJ UNCH    2 0
 PF0012
 PF0012.Superseded values are not recommended for survey control.
 PF0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0012.See file dsdata.txt to determine how the superseded data were derived.
 PF0012
 PF0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK046755(NAD 83)
 PF0012_MARKER: DD = SURVEY DISK
 PF0012_SETTING: 80 = SET IN A BOULDER
 PF0012_SP_SET: BOULDER
 PF0012_STAMPING: 688.319 R 38 1928
 PF0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0012+STABILITY: SURFACE MOTION
 PF0012
 PF0012  HISTORY     - Date     Condition        Report By
 PF0012  HISTORY     - 1928     MONUMENTED       USGS
 PF0012  HISTORY     - 1934     GOOD             NGS
 PF0012  HISTORY     - 1934     GOOD             NGS
 PF0012
 PF0012                          STATION DESCRIPTION
 PF0012
 PF0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PF0012'3.2 MI SW FROM KINGFIELD.
 PF0012'3.2 MILES SOUTHWEST ALONG THE OLD ROADBED OF THE ABANDONED
 PF0012'SANDY RIVER AND RANGELEY LAKES RAILROAD FROM KINGFIELD, FRANKLIN
 PF0012'COUNTY, 115 YARDS SOUTH OF THE CROSSING OF STATE HIGHWAY 142, 68
 PF0012'YARDS SOUTH OF THE CENTER LINE OF THE OLD ROADBED, 10 YARDS
 PF0012'SOUTHWEST OF THE SOUTHWEST CORNER OF A LARGE BARN, 10 YARDS EAST
 PF0012'OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF A LARGE BOULDER,
 PF0012'AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY.  A UNITED STATES
 PF0012'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 688.319 R 38 1928.
 PF0012
 PF0012                          STATION RECOVERY (1934)
 PF0012
 PF0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PF0012'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0395 ***********************************************************************
 PD0395  DESIGNATION -  R 39
 PD0395  PID         -  PD0395
 PD0395  STATE/COUNTY-  ME/WASHINGTON
 PD0395  USGS QUAD   -  NORTHEAST BLUFF (1990)
 PD0395
 PD0395                         *CURRENT SURVEY CONTROL
 PD0395  ___________________________________________________________________
 PD0395* NAD 83(1986)-  44 52 18.     (N)    067 56 37.     (W)     SCALED    
 PD0395* NAVD 88     -       100.701  (meters)     330.38   (feet)  ADJUSTED  
 PD0395  ___________________________________________________________________
 PD0395  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 PD0395  DYNAMIC HT  -         100.694 (meters)     330.36  (feet)  COMP
 PD0395  MODELED GRAV-     980,550.8   (mgal)                       NAVD 88
 PD0395
 PD0395  VERT ORDER  -  SECOND    CLASS 0
 PD0395
 PD0395.The horizontal coordinates were scaled from a topographic map and have
 PD0395.an estimated accuracy of +/- 6 seconds.
 PD0395
 PD0395.The orthometric height was determined by differential leveling
 PD0395.and adjusted by the National Geodetic Survey in June 1991..
 PD0395
 PD0395.The geoid height was determined by GEOID03.
 PD0395
 PD0395.The dynamic height is computed by dividing the NAVD 88
 PD0395.geopotential number by the normal gravity value computed on the
 PD0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0395.degrees latitude (g = 980.6199 gals.).
 PD0395
 PD0395.The modeled gravity was interpolated from observed gravity values.
 PD0395
 PD0395;                    North         East    Units  Estimated Accuracy
 PD0395;SPC ME E     -   134,030.      343,960.      MT  (+/- 180 meters Scaled)
 PD0395
 PD0395                          SUPERSEDED SURVEY CONTROL
 PD0395
 PD0395  NGVD 29 (??/??/92)  100.888  (m)          331.00   (f) ADJ UNCH    2 0
 PD0395
 PD0395.Superseded values are not recommended for survey control.
 PD0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0395.See file dsdata.txt to determine how the superseded data were derived.
 PD0395
 PD0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK834692(NAD 83)
 PD0395_MARKER: DB = BENCH MARK DISK
 PD0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PD0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PD0395_STAMPING: R 39 1935
 PD0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0395+STABILITY: SURFACE MOTION
 PD0395
 PD0395  HISTORY     - Date     Condition        Report By
 PD0395  HISTORY     - 1935     MONUMENTED       CGS
 PD0395
 PD0395                          STATION DESCRIPTION
 PD0395
 PD0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PD0395'6.4 MI E FROM BEDDINGTON.
 PD0395'6.4 MILES EAST ALONG STATE HIGHWAY 9 FROM THE POST OFFICE AT
 PD0395'BEDDINGTON, WASHINGTON COUNTY, 200 YARDS WEST OF A BRIDGE OVER
 PD0395'MOPANG STREAM, AND 40 FEET NORTH OF THE CENTERLINE OF THE
 PD0395'HIGHWAY.  A STANDARD DISK, STAMPED R 39 1935 AND SET IN THE TOP
 PD0395'OF A CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0019 ***********************************************************************
 RG0019  DESIGNATION -  R 4
 RG0019  PID         -  RG0019
 RG0019  STATE/COUNTY-  ME/AROOSTOOK
 RG0019  USGS QUAD   -  DAAQUAM (1987)
 RG0019
 RG0019                         *CURRENT SURVEY CONTROL
 RG0019  ___________________________________________________________________
 RG0019* NAD 83(1986)-  46 40 22.     (N)    070 00 21.     (W)     SCALED    
 RG0019* NAVD 88     -       372.151  (meters)    1220.97   (feet)  ADJUSTED  
 RG0019  ___________________________________________________________________
 RG0019  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 RG0019  DYNAMIC HT  -         372.164 (meters)    1221.01  (feet)  COMP
 RG0019  MODELED GRAV-     980,640.3   (mgal)                       NAVD 88
 RG0019
 RG0019  VERT ORDER  -  SECOND    CLASS 0
 RG0019
 RG0019.The horizontal coordinates were scaled from a topographic map and have
 RG0019.an estimated accuracy of +/- 6 seconds.
 RG0019
 RG0019.The orthometric height was determined by differential leveling
 RG0019.and adjusted by the National Geodetic Survey in June 1991..
 RG0019
 RG0019.The geoid height was determined by GEOID03.
 RG0019
 RG0019.The dynamic height is computed by dividing the NAVD 88
 RG0019.geopotential number by the normal gravity value computed on the
 RG0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RG0019.degrees latitude (g = 980.6199 gals.).
 RG0019
 RG0019.The modeled gravity was interpolated from observed gravity values.
 RG0019
 RG0019;                    North         East    Units  Estimated Accuracy
 RG0019;SPC ME E     -   335,150.      184,790.      MT  (+/- 180 meters Scaled)
 RG0019
 RG0019                          SUPERSEDED SURVEY CONTROL
 RG0019
 RG0019  NGVD 29 (??/??/92)  372.324  (m)         1221.53   (f) ADJ UNCH    2 0
 RG0019
 RG0019.Superseded values are not recommended for survey control.
 RG0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0019.See file dsdata.txt to determine how the superseded data were derived.
 RG0019
 RG0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM230692(NAD 83)
 RG0019_MARKER: DB = BENCH MARK DISK
 RG0019_SETTING: 80 = SET IN A BOULDER
 RG0019_SP_SET: BOULDER
 RG0019_STAMPING: R 4 1953
 RG0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RG0019+STABILITY: SURFACE MOTION
 RG0019
 RG0019  HISTORY     - Date     Condition        Report By
 RG0019  HISTORY     - 1953     MONUMENTED       CGS
 RG0019
 RG0019                          STATION DESCRIPTION
 RG0019
 RG0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RG0019'1.8 MI SW FROM LAC FRONTIERE.
 RG0019'1.75 MILES SOUTHWEST ALONG THE QUEBEC CENTRAL RAILWAY FROM THE
 RG0019'STATION AT LAC FRONTIERE, ABOUT 0.1 MILE SOUTHWEST OF MILE POST
 RG0019'77, 11 RAILS NORTHEAST OF A DIM ROAD CROSSING, IN THE TOP OF A
 RG0019'7 BY 7 FOOT BOULDER, 22 FEET SOUTHEAST OF SOUTHEAST RAIL AND
 RG0019'ABOUT 3 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0174 ***********************************************************************
 PF0174  DESIGNATION -  R 4
 PF0174  PID         -  PF0174
 PF0174  STATE/COUNTY-  ME/OXFORD
 PF0174  USGS QUAD   -  NORWAY (1983)
 PF0174
 PF0174                         *CURRENT SURVEY CONTROL
 PF0174  ___________________________________________________________________
 PF0174* NAD 83(1986)-  44 13 24.     (N)    070 30 48.     (W)     SCALED    
 PF0174* NAVD 88     -       116.519  (meters)     382.28   (feet)  ADJUSTED  
 PF0174  ___________________________________________________________________
 PF0174  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 PF0174  DYNAMIC HT  -         116.503 (meters)     382.23  (feet)  COMP
 PF0174  MODELED GRAV-     980,484.3   (mgal)                       NAVD 88
 PF0174
 PF0174  VERT ORDER  -  FIRST     CLASS II
 PF0174
 PF0174.The horizontal coordinates were scaled from a topographic map and have
 PF0174.an estimated accuracy of +/- 6 seconds.
 PF0174
 PF0174.The orthometric height was determined by differential leveling
 PF0174.and adjusted by the National Geodetic Survey in June 1991..
 PF0174
 PF0174.The geoid height was determined by GEOID03.
 PF0174
 PF0174.The dynamic height is computed by dividing the NAVD 88
 PF0174.geopotential number by the normal gravity value computed on the
 PF0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0174.degrees latitude (g = 980.6199 gals.).
 PF0174
 PF0174.The modeled gravity was interpolated from observed gravity values.
 PF0174
 PF0174;                    North         East    Units  Estimated Accuracy
 PF0174;SPC ME W     -   154,490.      872,300.      MT  (+/- 180 meters Scaled)
 PF0174
 PF0174                          SUPERSEDED SURVEY CONTROL
 PF0174
 PF0174  NGVD 29 (??/??/92)  116.698  (m)          382.87   (f) ADJ UNCH    1 2
 PF0174
 PF0174.Superseded values are not recommended for survey control.
 PF0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0174.See file dsdata.txt to determine how the superseded data were derived.
 PF0174
 PF0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ791977(NAD 83)
 PF0174_MARKER: DB = BENCH MARK DISK
 PF0174_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PF0174_SP_SET: FOUNDATION
 PF0174_STAMPING: R 4 1922
 PF0174_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0174
 PF0174  HISTORY     - Date     Condition        Report By
 PF0174  HISTORY     - 1922     MONUMENTED       CGS
 PF0174  HISTORY     - 1934     GOOD             NGS
 PF0174  HISTORY     - 1978     GOOD             NGS
 PF0174
 PF0174                          STATION DESCRIPTION
 PF0174
 PF0174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PF0174'AT SOUTH PARIS.
 PF0174'AT SOUTH PARIS, OXFORD COUNTY, AT THE ASSOCIATION BUILDING
 PF0174'(USED IN 1922), IN THE NORTHEAST WALL, IN THE FACE OF THE
 PF0174'FOUNDATION, 2 FEET FROM THE NORTH CORNER, AND 18 INCHES ABOVE
 PF0174'THE SIDEWALK.
 PF0174
 PF0174                          STATION RECOVERY (1978)
 PF0174
 PF0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PF0174'ASSOCIATION BUILDING IS NOW THE CASCO BANK BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0130 ***********************************************************************
 QF0130  DESIGNATION -  R 40
 QF0130  PID         -  QF0130
 QF0130  STATE/COUNTY-  ME/WASHINGTON
 QF0130  USGS QUAD   -  CRAWFORD LAKE (1990)
 QF0130
 QF0130                         *CURRENT SURVEY CONTROL
 QF0130  ___________________________________________________________________
 QF0130* NAD 83(1986)-  45 00 01.     (N)    067 34 18.     (W)     SCALED    
 QF0130* NAVD 88     -        53.939  (meters)     176.96   (feet)  ADJUSTED  
 QF0130  ___________________________________________________________________
 QF0130  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 QF0130  DYNAMIC HT  -          53.936 (meters)     176.96  (feet)  COMP
 QF0130  MODELED GRAV-     980,575.8   (mgal)                       NAVD 88
 QF0130
 QF0130  VERT ORDER  -  SECOND    CLASS 0
 QF0130
 QF0130.The horizontal coordinates were scaled from a topographic map and have
 QF0130.an estimated accuracy of +/- 6 seconds.
 QF0130
 QF0130.The orthometric height was determined by differential leveling
 QF0130.and adjusted by the National Geodetic Survey in June 1991..
 QF0130
 QF0130.The geoid height was determined by GEOID03.
 QF0130
 QF0130.The dynamic height is computed by dividing the NAVD 88
 QF0130.geopotential number by the normal gravity value computed on the
 QF0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0130.degrees latitude (g = 980.6199 gals.).
 QF0130
 QF0130.The modeled gravity was interpolated from observed gravity values.
 QF0130
 QF0130;                    North         East    Units  Estimated Accuracy
 QF0130;SPC ME E     -   148,590.      373,190.      MT  (+/- 180 meters Scaled)
 QF0130
 QF0130                          SUPERSEDED SURVEY CONTROL
 QF0130
 QF0130  NGVD 29 (??/??/92)   54.13   (m)          177.6    (f) COMPUTED    2 0
 QF0130
 QF0130.Superseded values are not recommended for survey control.
 QF0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0130.See file dsdata.txt to determine how the superseded data were derived.
 QF0130
 QF0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK125839(NAD 83)
 QF0130_MARKER: DB = BENCH MARK DISK
 QF0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QF0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QF0130_STAMPING: R 40 1935
 QF0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0130+STABILITY: SURFACE MOTION
 QF0130
 QF0130  HISTORY     - Date     Condition        Report By
 QF0130  HISTORY     - 1935     MONUMENTED       CGS
 QF0130
 QF0130                          STATION DESCRIPTION
 QF0130
 QF0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QF0130'6.1 MI E FROM WESLEY.
 QF0130'6.1 MILES EAST ALONG STATE HIGHWAY 9 FROM THE JUNCTION OF STATE
 QF0130'HIGHWAY 192 AT WESLEY, WASHINGTON COUNTY, 110 YARDS WEST OF A
 QF0130'12-INCH CORRUGATED-IRON PIPE CULVERT, ON THE EAST SLOPE OF A
 QF0130'HILL, ON THE BANK OF A CUT, AND 27 FEET SOUTH OF THE CENTER LINE
 QF0130'OF THE HIGHWAY.  A STANDARD DISK, STAMPED R 40 1935 AND SET
 QF0130'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0357 ***********************************************************************
 RF0357  DESIGNATION -  R 40
 RF0357  PID         -  RF0357
 RF0357  STATE/COUNTY-  ME/AROOSTOOK
 RF0357  USGS QUAD   -  BURNTLAND POND (1986)
 RF0357
 RF0357                         *CURRENT SURVEY CONTROL
 RF0357  ___________________________________________________________________
 RF0357* NAD 83(1986)-  46 41 57.     (N)    069 56 33.     (W)     SCALED    
 RF0357* NAVD 88     -       386.416  (meters)    1267.77   (feet)  ADJUSTED  
 RF0357  ___________________________________________________________________
 RF0357  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 RF0357  DYNAMIC HT  -         386.430 (meters)    1267.81  (feet)  COMP
 RF0357  MODELED GRAV-     980,639.2   (mgal)                       NAVD 88
 RF0357
 RF0357  VERT ORDER  -  SECOND    CLASS 0
 RF0357
 RF0357.The horizontal coordinates were scaled from a topographic map and have
 RF0357.an estimated accuracy of +/- 6 seconds.
 RF0357
 RF0357.The orthometric height was determined by differential leveling
 RF0357.and adjusted by the National Geodetic Survey in June 1991..
 RF0357
 RF0357.The geoid height was determined by GEOID03.
 RF0357
 RF0357.The dynamic height is computed by dividing the NAVD 88
 RF0357.geopotential number by the normal gravity value computed on the
 RF0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0357.degrees latitude (g = 980.6199 gals.).
 RF0357
 RF0357.The modeled gravity was interpolated from observed gravity values.
 RF0357
 RF0357;                    North         East    Units  Estimated Accuracy
 RF0357;SPC ME E     -   338,000.      189,690.      MT  (+/- 180 meters Scaled)
 RF0357
 RF0357                          SUPERSEDED SURVEY CONTROL
 RF0357
 RF0357  NGVD 29 (??/??/92)  386.589  (m)         1268.33   (f) ADJ UNCH    2 0
 RF0357
 RF0357.Superseded values are not recommended for survey control.
 RF0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0357.See file dsdata.txt to determine how the superseded data were derived.
 RF0357
 RF0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM279721(NAD 83)
 RF0357_MARKER: DD = SURVEY DISK
 RF0357_SETTING: 80 = SET IN A BOULDER
 RF0357_SP_SET: BOULDER
 RF0357_STAMPING: R 40 1930
 RF0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0357+STABILITY: SURFACE MOTION
 RF0357
 RF0357  HISTORY     - Date     Condition        Report By
 RF0357  HISTORY     - 1930     MONUMENTED       USGS
 RF0357  HISTORY     - 1953     GOOD             NGS
 RF0357  HISTORY     - 1981     MARK NOT FOUND   NGS
 RF0357
 RF0357                          STATION DESCRIPTION
 RF0357
 RF0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 RF0357'3.1 MI E FROM LAC FRONTIERE.
 RF0357'ABOUT 3.1 MILES EAST ALONG A PRIVATE GRAVEL ROAD LEADING TO
 RF0357'CLAYTON LAKE FROM THE JUNCTION OF ROUTE 24 AT LAC FRONTIERE, ABOUT
 RF0357'0.55 MILE EAST OF THE TOP OF A GRADE, 73 YARDS WEST OF A CULVERT
 RF0357'FOR A SMALL STREAM, 14 FEET SOUTH OF CENTER LINE OF ROAD, 104
 RF0357'FEET SOUTHEAST OF CENTER OF JUNCTION OF OLD TOTE ROAD LEADING
 RF0357'SOUTH, IN THE TOP OF THE HIGHEST POINT OF A BURIED BOULDER
 RF0357'WITH 1 1/2 BY 1 1/2-FOOT EXPOSED SURFACE PROJECTING ABOUT 4
 RF0357'INCHES, AND ABOUT LEVEL WITH ROAD.
 RF0357
 RF0357                          STATION RECOVERY (1981)
 RF0357
 RF0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RF0357'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0069 ***********************************************************************
 QF0069  DESIGNATION -  R 41
 QF0069  PID         -  QF0069
 QF0069  STATE/COUNTY-  ME/WASHINGTON
 QF0069  USGS QUAD   -  MEDDYBEMPS LAKE EAST (1987)
 QF0069
 QF0069                         *CURRENT SURVEY CONTROL
 QF0069  ___________________________________________________________________
 QF0069* NAD 83(1986)-  45 02 33.     (N)    067 19 40.     (W)     SCALED    
 QF0069* NAVD 88     -        62.583  (meters)     205.32   (feet)  ADJUSTED  
 QF0069  ___________________________________________________________________
 QF0069  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 QF0069  DYNAMIC HT  -          62.581 (meters)     205.32  (feet)  COMP
 QF0069  MODELED GRAV-     980,586.4   (mgal)                       NAVD 88
 QF0069
 QF0069  VERT ORDER  -  SECOND    CLASS 0
 QF0069
 QF0069.The horizontal coordinates were scaled from a topographic map and have
 QF0069.an estimated accuracy of +/- 6 seconds.
 QF0069
 QF0069.The orthometric height was determined by differential leveling
 QF0069.and adjusted by the National Geodetic Survey in June 1991..
 QF0069
 QF0069.The geoid height was determined by GEOID03.
 QF0069
 QF0069.The dynamic height is computed by dividing the NAVD 88
 QF0069.geopotential number by the normal gravity value computed on the
 QF0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0069.degrees latitude (g = 980.6199 gals.).
 QF0069
 QF0069.The modeled gravity was interpolated from observed gravity values.
 QF0069
 QF0069;                    North         East    Units  Estimated Accuracy
 QF0069;SPC ME E     -   153,540.      392,350.      MT  (+/- 180 meters Scaled)
 QF0069
 QF0069                          SUPERSEDED SURVEY CONTROL
 QF0069
 QF0069  NGVD 29 (??/??/92)   62.786  (m)          205.99   (f) ADJ UNCH    2 0
 QF0069
 QF0069.Superseded values are not recommended for survey control.
 QF0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0069.See file dsdata.txt to determine how the superseded data were derived.
 QF0069
 QF0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK316890(NAD 83)
 QF0069_MARKER: DB = BENCH MARK DISK
 QF0069_SETTING: 80 = SET IN A BOULDER
 QF0069_SP_SET: BOULDER
 QF0069_STAMPING: R 41 1935
 QF0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0069+STABILITY: SURFACE MOTION
 QF0069
 QF0069  HISTORY     - Date     Condition        Report By
 QF0069  HISTORY     - 1935     MONUMENTED       CGS
 QF0069
 QF0069                          STATION DESCRIPTION
 QF0069
 QF0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QF0069'2 MI NE FROM MEDDYBEMPS.
 QF0069'2.0 MILES NORTHEAST ALONG STATE HIGHWAY 191 FROM MEDDYBEMPS,
 QF0069'WASHINGTON COUNTY, 115 YARDS WEST OF THE CROSSING OF A SMALL
 QF0069'CREEK, 90 FEET SOUTHEAST OF AN OLD BARN, 32 FEET NORTHWEST OF
 QF0069'THE CENTER LINE OF THE HIGHWAY, AT THE EDGE OF A BANK, AND IN THE
 QF0069'TOP OF A GRANITE BOULDER.  A STANDARD DISK, STAMPED R 41 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0350 ***********************************************************************
 RF0350  DESIGNATION -  R 41
 RF0350  PID         -  RF0350
 RF0350  STATE/COUNTY-  ME/AROOSTOOK
 RF0350  USGS QUAD   -  MARY L POND (1986)
 RF0350
 RF0350                         *CURRENT SURVEY CONTROL
 RF0350  ___________________________________________________________________
 RF0350* NAD 83(1986)-  46 43 02.     (N)    069 52 11.     (W)     SCALED    
 RF0350* NAVD 88     -       365.284  (meters)    1198.44   (feet)  ADJUSTED  
 RF0350  ___________________________________________________________________
 RF0350  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 RF0350  DYNAMIC HT  -         365.298 (meters)    1198.48  (feet)  COMP
 RF0350  MODELED GRAV-     980,642.0   (mgal)                       NAVD 88
 RF0350
 RF0350  VERT ORDER  -  SECOND    CLASS 0
 RF0350
 RF0350.The horizontal coordinates were scaled from a topographic map and have
 RF0350.an estimated accuracy of +/- 6 seconds.
 RF0350
 RF0350.The orthometric height was determined by differential leveling
 RF0350.and adjusted by the National Geodetic Survey in June 1991..
 RF0350
 RF0350.The geoid height was determined by GEOID03.
 RF0350
 RF0350.The dynamic height is computed by dividing the NAVD 88
 RF0350.geopotential number by the normal gravity value computed on the
 RF0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0350.degrees latitude (g = 980.6199 gals.).
 RF0350
 RF0350.The modeled gravity was interpolated from observed gravity values.
 RF0350
 RF0350;                    North         East    Units  Estimated Accuracy
 RF0350;SPC ME E     -   339,900.      195,290.      MT  (+/- 180 meters Scaled)
 RF0350
 RF0350                          SUPERSEDED SURVEY CONTROL
 RF0350
 RF0350  NGVD 29 (??/??/92)  365.458  (m)         1199.01   (f) ADJ UNCH    2 0
 RF0350
 RF0350.Superseded values are not recommended for survey control.
 RF0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0350.See file dsdata.txt to determine how the superseded data were derived.
 RF0350
 RF0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM335741(NAD 83)
 RF0350_MARKER: DD = SURVEY DISK
 RF0350_SETTING: 66 = SET IN ROCK OUTCROP
 RF0350_SP_SET: ROCK LEDGE
 RF0350_STAMPING: R 41 1930
 RF0350_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0350+STABILITY: POSITION/ELEVATION WELL
 RF0350
 RF0350  HISTORY     - Date     Condition        Report By
 RF0350  HISTORY     - 1930     MONUMENTED       USGS
 RF0350  HISTORY     - 1953     GOOD             NGS
 RF0350  HISTORY     - 1981     GOOD             NGS
 RF0350
 RF0350                          STATION DESCRIPTION
 RF0350
 RF0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 RF0350'7 MI E FROM LAC FRONTIERE.
 RF0350'ABOUT 7.0 MILES EAST ALONG A GRAVEL ROAD LEADING TO CLAYTON LAKE
 RF0350'FROM THE JUNCTION OF ROUTE 24 AT LAC FRONTIERE, ABOUT 0.4 MILE
 RF0350'WEST OF A 30-FOOT LOG BRIDGE, AT THE BOTTOM OF GRADES, 47 FEET
 RF0350'NORTH OF CENTER LINE OF ROAD, AT THE EAST EDGE OF A DRIED UP POND
 RF0350'ABOUT 50-FOOT IN DIAMETER, IN THE TOP OF A 2 BY 3-FOOT LEDGE
 RF0350'OF ROCK BURIED IN EAST EDGE OF POND AND ABOUT 2 FEET BELOW LEVEL
 RF0350'OF ROAD.
 RF0350
 RF0350                          STATION RECOVERY (1981)
 RF0350
 RF0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RF0350'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1223 ***********************************************************************
 PE1223  DESIGNATION -  R 44
 PE1223  PID         -  PE1223
 PE1223  STATE/COUNTY-  ME/LINCOLN
 PE1223  USGS QUAD   -  DAMARISCOTTA (1979)
 PE1223
 PE1223                         *CURRENT SURVEY CONTROL
 PE1223  ___________________________________________________________________
 PE1223* NAD 83(1986)-  44 03 50.     (N)    069 37 12.     (W)     SCALED    
 PE1223* NAVD 88     -        23.980  (meters)      78.67   (feet)  ADJUSTED  
 PE1223  ___________________________________________________________________
 PE1223  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 PE1223  DYNAMIC HT  -          23.978 (meters)      78.67  (feet)  COMP
 PE1223  MODELED GRAV-     980,522.0   (mgal)                       NAVD 88
 PE1223
 PE1223  VERT ORDER  -  SECOND    CLASS 0
 PE1223
 PE1223.The horizontal coordinates were scaled from a topographic map and have
 PE1223.an estimated accuracy of +/- 6 seconds.
 PE1223
 PE1223.The orthometric height was determined by differential leveling
 PE1223.and adjusted by the National Geodetic Survey in June 1991..
 PE1223
 PE1223.The geoid height was determined by GEOID03.
 PE1223
 PE1223.The dynamic height is computed by dividing the NAVD 88
 PE1223.geopotential number by the normal gravity value computed on the
 PE1223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1223.degrees latitude (g = 980.6199 gals.).
 PE1223
 PE1223.The modeled gravity was interpolated from observed gravity values.
 PE1223
 PE1223;                    North         East    Units  Estimated Accuracy
 PE1223;SPC ME W     -   136,860.      943,800.      MT  (+/- 180 meters Scaled)
 PE1223
 PE1223                          SUPERSEDED SURVEY CONTROL
 PE1223
 PE1223  NGVD 29 (??/??/92)   24.189  (m)           79.36   (f) ADJ UNCH    2 0
 PE1223
 PE1223.Superseded values are not recommended for survey control.
 PE1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1223.See file dsdata.txt to determine how the superseded data were derived.
 PE1223
 PE1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ503791(NAD 83)
 PE1223_MARKER: DB = BENCH MARK DISK
 PE1223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1223_STAMPING: R 44 1935
 PE1223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1223+STABILITY: SURFACE MOTION
 PE1223
 PE1223  HISTORY     - Date     Condition        Report By
 PE1223  HISTORY     - 1935     MONUMENTED       CGS
 PE1223  HISTORY     - 1962     GOOD             NGS
 PE1223
 PE1223                          STATION DESCRIPTION
 PE1223
 PE1223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PE1223'4.9 MI NE FROM WISCASSET.
 PE1223'ABOUT 4.9 MILES NORTHEAST ALONG STATE HIGHWAY 218 FROM ITS
 PE1223'JUNCTION WITH U.S. HIGHWAY 1 AT WISCASSET, 0.35 MILE NORTHEAST
 PE1223'OF THE NORTHEAST JUNCTION OF ROAD LEADING EASTERLY TO SHEEPSCOTT,
 PE1223'170 YARDS SOUTHWEST OF THE TOP OF A SMALL HILL AND ABOUT MIDWAY
 PE1223'BETWEEN TWO PIPE CULVERTS UNDER THE HIGHWAY, 27 FEET
 PE1223'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 131 FEET
 PE1223'SOUTHWEST OF THE SOUTHEAST END OF A 24-INCH PIPE CULVERT UNDER
 PE1223'THE HIGHWAY, 63 FEET NORTHEAST OF THE SOUTHEAST END OF AN 18-INCH
 PE1223'PIPE CULVERT UNDER THE HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY
 PE1223'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 PE1223'ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0332 ***********************************************************************
 RF0332  DESIGNATION -  R 44
 RF0332  PID         -  RF0332
 RF0332  STATE/COUNTY-  ME/AROOSTOOK
 RF0332  USGS QUAD   -  NINEMILE BRIDGE (1986)
 RF0332
 RF0332                         *CURRENT SURVEY CONTROL
 RF0332  ___________________________________________________________________
 RF0332* NAD 83(1986)-  46 38 57.     (N)    069 37 37.     (W)     SCALED    
 RF0332* NAVD 88     -       387.439  (meters)    1271.12   (feet)  ADJUSTED  
 RF0332  ___________________________________________________________________
 RF0332  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 RF0332  DYNAMIC HT  -         387.454 (meters)    1271.17  (feet)  COMP
 RF0332  MODELED GRAV-     980,640.6   (mgal)                       NAVD 88
 RF0332
 RF0332  VERT ORDER  -  SECOND    CLASS 0
 RF0332
 RF0332.The horizontal coordinates were scaled from a topographic map and have
 RF0332.an estimated accuracy of +/- 6 seconds.
 RF0332
 RF0332.The orthometric height was determined by differential leveling
 RF0332.and adjusted by the National Geodetic Survey in June 1991..
 RF0332
 RF0332.The geoid height was determined by GEOID03.
 RF0332
 RF0332.The dynamic height is computed by dividing the NAVD 88
 RF0332.geopotential number by the normal gravity value computed on the
 RF0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0332.degrees latitude (g = 980.6199 gals.).
 RF0332
 RF0332.The modeled gravity was interpolated from observed gravity values.
 RF0332
 RF0332;                    North         East    Units  Estimated Accuracy
 RF0332;SPC ME E     -   332,040.      213,740.      MT  (+/- 180 meters Scaled)
 RF0332
 RF0332                          SUPERSEDED SURVEY CONTROL
 RF0332
 RF0332  NGVD 29 (??/??/92)  387.618  (m)         1271.71   (f) ADJ UNCH    2 0
 RF0332
 RF0332.Superseded values are not recommended for survey control.
 RF0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0332.See file dsdata.txt to determine how the superseded data were derived.
 RF0332
 RF0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM520663(NAD 83)
 RF0332_MARKER: DD = SURVEY DISK
 RF0332_SETTING: 80 = SET IN A BOULDER
 RF0332_SP_SET: BOULDER
 RF0332_STAMPING: R 44 1930
 RF0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0332+STABILITY: SURFACE MOTION
 RF0332
 RF0332  HISTORY     - Date     Condition        Report By
 RF0332  HISTORY     - 1930     MONUMENTED       USGS
 RF0332  HISTORY     - 1953     GOOD             NGS
 RF0332
 RF0332                          STATION DESCRIPTION
 RF0332
 RF0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 RF0332'6 MI NW FROM CLAYTON LAKE.
 RF0332'ABOUT 6.0 MILES NORTHWEST ALONG A PRIVATE GRAVEL ROAD LEADING
 RF0332'TO LAC FRONTIERE FROM THE POST OFFICE AT CLAYTON LAKE, AT THE
 RF0332'BOTTOM OF A HILL, ABOUT 1.1 MILE NORTHWEST OF A BRIDGE OVER
 RF0332'LITTLE GILBERT BROOK, IN THE TOP OF A LARGE FLAT BOULDER, 17
 RF0332'FEET NORTHEAST OF CENTER LINE OF ROAD, 60 FEET EAST OF NORTHEAST
 RF0332'END OF A 2-FOOT POLE CULVERT, 8 1/2 FEET NORTHWEST OF A TELEPHONE
 RF0332'POLE, ABOUT 2 FEET ABOVE GROUND AND ABOUT 2 FEET ABOVE LEVEL
 RF0332'OF ROAD.  NOTE-- BOULDER APPEARS TO BE LYING ON TOP OF GROUND
 RF0332'AND NOT SECURELY EMBEDDED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0042 ***********************************************************************
 RF0042  DESIGNATION -  R 45
 RF0042  PID         -  RF0042
 RF0042  STATE/COUNTY-  ME/AROOSTOOK
 RF0042  USGS QUAD   -  WASHBURN (1984)
 RF0042
 RF0042                         *CURRENT SURVEY CONTROL
 RF0042  ___________________________________________________________________
 RF0042* NAD 83(1986)-  46 50 42.     (N)    068 11 51.     (W)     SCALED    
 RF0042* NAVD 88     -       191.819  (meters)     629.33   (feet)  ADJUSTED  
 RF0042  ___________________________________________________________________
 RF0042  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 RF0042  DYNAMIC HT  -         191.840 (meters)     629.40  (feet)  COMP
 RF0042  MODELED GRAV-     980,717.4   (mgal)                       NAVD 88
 RF0042
 RF0042  VERT ORDER  -  SECOND    CLASS 0
 RF0042
 RF0042.The horizontal coordinates were scaled from a topographic map and have
 RF0042.an estimated accuracy of +/- 6 seconds.
 RF0042
 RF0042.The orthometric height was determined by differential leveling
 RF0042.and adjusted by the National Geodetic Survey in June 1991..
 RF0042
 RF0042.The geoid height was determined by GEOID03.
 RF0042
 RF0042.The dynamic height is computed by dividing the NAVD 88
 RF0042.geopotential number by the normal gravity value computed on the
 RF0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0042.degrees latitude (g = 980.6199 gals.).
 RF0042
 RF0042.The modeled gravity was interpolated from observed gravity values.
 RF0042
 RF0042;                    North         East    Units  Estimated Accuracy
 RF0042;SPC ME E     -   353,240.      323,070.      MT  (+/- 180 meters Scaled)
 RF0042
 RF0042                          SUPERSEDED SURVEY CONTROL
 RF0042
 RF0042  NGVD 29 (??/??/92)  191.997  (m)          629.91   (f) ADJ UNCH    2 0
 RF0042
 RF0042.Superseded values are not recommended for survey control.
 RF0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0042.See file dsdata.txt to determine how the superseded data were derived.
 RF0042
 RF0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM611882(NAD 83)
 RF0042_MARKER: DD = SURVEY DISK
 RF0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RF0042_STAMPING: R 45 1927
 RF0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0042+STABILITY: SURFACE MOTION
 RF0042
 RF0042  HISTORY     - Date     Condition        Report By
 RF0042  HISTORY     - 1927     MONUMENTED       USGS
 RF0042  HISTORY     - 1935     GOOD             NGS
 RF0042  HISTORY     - 1982     GOOD             NGS
 RF0042
 RF0042                          STATION DESCRIPTION
 RF0042
 RF0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RF0042'AT PERHAM.
 RF0042'AT PERHAM, AROOSTOOK COUNTY, ABOUT 320 FEET SOUTHEAST OF THE
 RF0042'SOUTHEAST CORNER OF THE BANGOR AND AROOSTOOK RAILROAD STATION, 35
 RF0042'FEET WEST OF THE CENTER OF A ROAD CROSSING, 33.3 FEET SOUTHEAST
 RF0042'OF THE SOUTHEAST RAIL, AND 14.6 FEET WEST OF A POLE.  A UNITED
 RF0042'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED R 45 1927 AND
 RF0042'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 8 INCHES ABOVE
 RF0042'GROUND.
 RF0042
 RF0042                          STATION RECOVERY (1982)
 RF0042
 RF0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RF0042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0325 ***********************************************************************
 RF0325  DESIGNATION -  R 45
 RF0325  PID         -  RF0325
 RF0325  STATE/COUNTY-  ME/AROOSTOOK
 RF0325  USGS QUAD   -  CLAYTON LAKE (1986)
 RF0325
 RF0325                         *CURRENT SURVEY CONTROL
 RF0325  ___________________________________________________________________
 RF0325* NAD 83(1986)-  46 36 36.     (N)    069 31 24.     (W)     SCALED    
 RF0325* NAVD 88     -       317.068  (meters)    1040.25   (feet)  ADJUSTED  
 RF0325  ___________________________________________________________________
 RF0325  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 RF0325  DYNAMIC HT  -         317.080 (meters)    1040.29  (feet)  COMP
 RF0325  MODELED GRAV-     980,641.3   (mgal)                       NAVD 88
 RF0325  OBS GRAVITY -     980,640.1   (mgal)                       GRAV_OBS
 RF0325
 RF0325  VERT ORDER  -  FIRST     CLASS II
 RF0325
 RF0325.The horizontal coordinates were scaled from a topographic map and have
 RF0325.an estimated accuracy of +/- 6 seconds.
 RF0325
 RF0325.The orthometric height was determined by differential leveling
 RF0325.and adjusted by the National Geodetic Survey in June 1991..
 RF0325
 RF0325.The geoid height was determined by GEOID03.
 RF0325
 RF0325.The dynamic height is computed by dividing the NAVD 88
 RF0325.geopotential number by the normal gravity value computed on the
 RF0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0325.degrees latitude (g = 980.6199 gals.).
 RF0325
 RF0325.The modeled gravity was interpolated from observed gravity values.
 RF0325.The observed gravity was obtained from relative gravimeter ties
 RF0325.to the IGSN71 gravity network.
 RF0325
 RF0325;                    North         East    Units  Estimated Accuracy
 RF0325;SPC ME E     -   327,580.      221,610.      MT  (+/- 180 meters Scaled)
 RF0325
 RF0325                          SUPERSEDED SURVEY CONTROL
 RF0325
 RF0325  NGVD 29 (??/??/92)  317.248  (m)         1040.84   (f) ADJ UNCH    1 2
 RF0325
 RF0325.Superseded values are not recommended for survey control.
 RF0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0325.See file dsdata.txt to determine how the superseded data were derived.
 RF0325
 RF0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM599619(NAD 83)
 RF0325_MARKER: DD = SURVEY DISK
 RF0325_SETTING: 80 = SET IN A BOULDER
 RF0325_SP_SET: BOULDER
 RF0325_STAMPING: R 45 1930
 RF0325_MARK LOGO: USGS  
 RF0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0325+STABILITY: SURFACE MOTION
 RF0325
 RF0325  HISTORY     - Date     Condition        Report By
 RF0325  HISTORY     - 1930     MONUMENTED       USGS
 RF0325  HISTORY     - 1953     GOOD             NGS
 RF0325  HISTORY     - 1978     GOOD             NGS
 RF0325  HISTORY     - 1984     GOOD             USGS-M
 RF0325
 RF0325                          STATION DESCRIPTION
 RF0325
 RF0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 RF0325'AT CLAYTON LAKE.
 RF0325'AT CLAYTON LAKE, ALONG LAC FRONTIERE-CHURCHILL LAKE ROAD,
 RF0325'ABOUT 125 YARDS SOUTHWEST AND ACROSS ROAD FROM THE POST OFFICE
 RF0325'AT CLAYTON LAKE, IN THE TOP OF A ROUNDED BOULDER PROJECTING
 RF0325'ABOUT 1/2 FOOT ABOVE GROUND, 66 FEET SOUTHWEST OF CENTER LINE
 RF0325'OF ROAD, 77 FEET SOUTH-SOUTHWEST OF CENTER OF JUNCTION OF A
 RF0325'NARROW ROAD LEADING TO POST OFFICE, 166 1/2 FEET WEST AND ACROSS
 RF0325'ROAD FROM THE WEST CORNER OF A PICKET FENCE AROUND A WHITE
 RF0325'HOUSE, 62 FEET WEST OF A TELEPHONE POLE AND ABOUT 4 FEET BELOW
 RF0325'LEVEL OF ROAD.
 RF0325
 RF0325                          STATION RECOVERY (1978)
 RF0325
 RF0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 RF0325'RECOVERED IN GOOD CONDITION.
 RF0325
 RF0325                          STATION RECOVERY (1984)
 RF0325
 RF0325'RECOVERY NOTE BY USGS MID-CONTINENT MAPPING CENTER 1984
 RF0325'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0233 ***********************************************************************
 RF0233  DESIGNATION -  R 46
 RF0233  PID         -  RF0233
 RF0233  STATE/COUNTY-  ME/AROOSTOOK
 RF0233  USGS QUAD   -  UMSASKIS LAKE WEST (1986)
 RF0233
 RF0233                         *CURRENT SURVEY CONTROL
 RF0233  ___________________________________________________________________
 RF0233* NAD 83(1986)-  46 35 42.     (N)    069 28 07.     (W)     SCALED    
 RF0233* NAVD 88     -       329.588  (meters)    1081.32   (feet)  ADJUSTED  
 RF0233  ___________________________________________________________________
 RF0233  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 RF0233  DYNAMIC HT  -         329.599 (meters)    1081.36  (feet)  COMP
 RF0233  MODELED GRAV-     980,638.7   (mgal)                       NAVD 88
 RF0233
 RF0233  VERT ORDER  -  SECOND    CLASS 0
 RF0233
 RF0233.The horizontal coordinates were scaled from a topographic map and have
 RF0233.an estimated accuracy of +/- 6 seconds.
 RF0233
 RF0233.The orthometric height was determined by differential leveling
 RF0233.and adjusted by the National Geodetic Survey in June 1991..
 RF0233
 RF0233.The geoid height was determined by GEOID03.
 RF0233
 RF0233.The dynamic height is computed by dividing the NAVD 88
 RF0233.geopotential number by the normal gravity value computed on the
 RF0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0233.degrees latitude (g = 980.6199 gals.).
 RF0233
 RF0233.The modeled gravity was interpolated from observed gravity values.
 RF0233
 RF0233;                    North         East    Units  Estimated Accuracy
 RF0233;SPC ME E     -   325,860.      225,780.      MT  (+/- 180 meters Scaled)
 RF0233
 RF0233                          SUPERSEDED SURVEY CONTROL
 RF0233
 RF0233  NGVD 29 (??/??/92)  329.766  (m)         1081.91   (f) ADJ UNCH    2 0
 RF0233
 RF0233.Superseded values are not recommended for survey control.
 RF0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0233.See file dsdata.txt to determine how the superseded data were derived.
 RF0233
 RF0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM641602(NAD 83)
 RF0233_MARKER: DD = SURVEY DISK
 RF0233_SETTING: 80 = SET IN A BOULDER
 RF0233_SP_SET: BOULDER
 RF0233_STAMPING: R 46 1930
 RF0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0233+STABILITY: SURFACE MOTION
 RF0233
 RF0233  HISTORY     - Date     Condition        Report By
 RF0233  HISTORY     - 1930     MONUMENTED       USGS
 RF0233  HISTORY     - 1953     GOOD             NGS
 RF0233
 RF0233                          STATION DESCRIPTION
 RF0233
 RF0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 RF0233'3.4 MI SE FROM CLAYTON LAKE.
 RF0233'ABOUT 3.45 MILES SOUTHEAST ALONG A PRIVATE GRAVEL ROAD LEADING
 RF0233'TO CHURCHILL LAKE FROM THE POST OFFICE AT CLAYTON LAKE, ABOUT 0.55
 RF0233'MILE EAST OF A 50-FOOT POLE BRIDGE OVER PRIESTLY BROOK, ABOUT 50
 RF0233'YARDS EAST OF A CURVE WITH TANGENTS EXTENDING EAST AND NORTHWEST,
 RF0233'IN THE TOP OF A FLAT BOULDER, 14 FEET NORTH OF CENTER LINE OF
 RF0233'ROAD, 37 FEET EAST OF A TELEPHONE POLE WITH A BRACE POLE AND
 RF0233'ABOUT 1 FOOT BELOW LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0046 ***********************************************************************
 RF0046  DESIGNATION -  R 46
 RF0046  PID         -  RF0046
 RF0046  STATE/COUNTY-  ME/AROOSTOOK
 RF0046  USGS QUAD   -  WASHBURN (1984)
 RF0046
 RF0046                         *CURRENT SURVEY CONTROL
 RF0046  ___________________________________________________________________
 RF0046* NAD 83(1986)-  46 47 27.     (N)    068 09 30.     (W)     SCALED    
 RF0046* NAVD 88     -       147.225  (meters)     483.02   (feet)  ADJUSTED  
 RF0046  ___________________________________________________________________
 RF0046  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 RF0046  DYNAMIC HT  -         147.242 (meters)     483.08  (feet)  COMP
 RF0046  MODELED GRAV-     980,725.0   (mgal)                       NAVD 88
 RF0046
 RF0046  VERT ORDER  -  SECOND    CLASS 0
 RF0046
 RF0046.The horizontal coordinates were scaled from a topographic map and have
 RF0046.an estimated accuracy of +/- 6 seconds.
 RF0046
 RF0046.The orthometric height was determined by differential leveling
 RF0046.and adjusted by the National Geodetic Survey in June 1991..
 RF0046
 RF0046.The geoid height was determined by GEOID03.
 RF0046
 RF0046.The dynamic height is computed by dividing the NAVD 88
 RF0046.geopotential number by the normal gravity value computed on the
 RF0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0046.degrees latitude (g = 980.6199 gals.).
 RF0046
 RF0046.The modeled gravity was interpolated from observed gravity values.
 RF0046
 RF0046;                    North         East    Units  Estimated Accuracy
 RF0046;SPC ME E     -   347,230.      326,080.      MT  (+/- 180 meters Scaled)
 RF0046
 RF0046                          SUPERSEDED SURVEY CONTROL
 RF0046
 RF0046  NGVD 29 (??/??/92)  147.409  (m)          483.62   (f) ADJ UNCH    2 0
 RF0046
 RF0046.Superseded values are not recommended for survey control.
 RF0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0046.See file dsdata.txt to determine how the superseded data were derived.
 RF0046
 RF0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM642822(NAD 83)
 RF0046_MARKER: DD = SURVEY DISK
 RF0046_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RF0046_SP_SET: BRIDGE
 RF0046_STAMPING: R 46 1927
 RF0046_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0046
 RF0046  HISTORY     - Date     Condition        Report By
 RF0046  HISTORY     - 1927     MONUMENTED       USGS
 RF0046  HISTORY     - 1935     GOOD             NGS
 RF0046  HISTORY     - 1957     GOOD             USGS
 RF0046
 RF0046                          STATION DESCRIPTION
 RF0046
 RF0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RF0046'AT WASHBURN.
 RF0046'AT WASHBURN, AROOSTOOK COUNTY, IN THE TOP OF THE CENTER OF THE
 RF0046'SOUTH HEAD WALL OF THE EAST END OF A CONCRETE BRIDGE OVER SALMON
 RF0046'CREEK, AND 4 INCHES FROM THE EAST END OF THE WALL.  A UNITED STATES
 RF0046'GEOLOGICAL SURVEY STANDARD DISK, STAMPED R 46 1927.
 RF0046
 RF0046                          STATION RECOVERY (1957)
 RF0046
 RF0046'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 RF0046'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0815 ***********************************************************************
 PE0815  DESIGNATION -  R 46 RESET 1961
 PE0815  PID         -  PE0815
 PE0815  STATE/COUNTY-  ME/KENNEBEC
 PE0815  USGS QUAD   -  ALBION (1982)
 PE0815
 PE0815                         *CURRENT SURVEY CONTROL
 PE0815  ___________________________________________________________________
 PE0815* NAD 83(1986)-  44 32 16.     (N)    069 24 11.     (W)     SCALED    
 PE0815* NAVD 88     -        97.59   (meters)     320.2    (feet)  RESET     
 PE0815  ___________________________________________________________________
 PE0815  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 PE0815
 PE0815  VERT ORDER  -  THIRD
 PE0815
 PE0815.The horizontal coordinates were scaled from a topographic map and have
 PE0815.an estimated accuracy of +/- 6 seconds.
 PE0815
 PE0815.The orthometric height was computed from unverified reset data.
 PE0815
 PE0815.The geoid height was determined by GEOID03.
 PE0815
 PE0815;                    North         East    Units  Estimated Accuracy
 PE0815;SPC ME W     -   189,650.      960,690.      MT  (+/- 180 meters Scaled)
 PE0815
 PE0815                          SUPERSEDED SURVEY CONTROL
 PE0815
 PE0815  NGVD 29 (01/19/06)   97.81   (m)          320.9    (f) RESET       3  
 PE0815
 PE0815.Superseded values are not recommended for survey control.
 PE0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0815.See file dsdata.txt to determine how the superseded data were derived.
 PE0815
 PE0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK679316(NAD 83)
 PE0815_MARKER: DB = BENCH MARK DISK
 PE0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0815_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0815_STAMPING: R 46 RESET 1961
 PE0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0815+STABILITY: SURFACE MOTION
 PE0815
 PE0815  HISTORY     - Date     Condition        Report By
 PE0815  HISTORY     - 1961     MONUMENTED       MEHD
 PE0815
 PE0815                          STATION DESCRIPTION
 PE0815
 PE0815'DESCRIBED BY MAINE HIGHWAY DEPARTMENT (NOW MEDT) 1961
 PE0815'1.9 MI NE FROM ALBION.
 PE0815'THIS MARK IS LOCATED ABOUT 1.9 MILES NORTHEAST ALONG STATE
 PE0815'HIGHWAY 9 FROM THE POST OFFICE AT ALBION, 42 FEET NORTH OF THE
 PE0815'CENTERLINE OF STATE HIGHWAY 9, ABOUT 350 FEET WEST OF THE
 PE0815'JUNCTION OF THE STATE HIGHWAYS 9 AND 137, 145 FEET NORTHWEST
 PE0815'OF THE CENTER OF THE JUNCTION OF A ROAD LEADING SOUTHWEST,
 PE0815'ON THE CURVE OF THE NORTH EDGE OF THE HIGHWAY LEADING WEST, AND
 PE0815'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1/2 FOOT
 PE0815'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0929 ***********************************************************************
 PE0929  DESIGNATION -  R 47
 PE0929  PID         -  PE0929
 PE0929  STATE/COUNTY-  ME/WALDO
 PE0929  USGS QUAD   -  WASHINGTON (1973)
 PE0929
 PE0929                         *CURRENT SURVEY CONTROL
 PE0929  ___________________________________________________________________
 PE0929* NAD 83(1986)-  44 21 43.     (N)    069 19 53.     (W)     SCALED    
 PE0929* NAVD 88     -       225.201  (meters)     738.85   (feet)  ADJUSTED  
 PE0929  ___________________________________________________________________
 PE0929  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 PE0929  DYNAMIC HT  -         225.181 (meters)     738.78  (feet)  COMP
 PE0929  MODELED GRAV-     980,521.7   (mgal)                       NAVD 88
 PE0929
 PE0929  VERT ORDER  -  SECOND    CLASS 0
 PE0929
 PE0929.The horizontal coordinates were scaled from a topographic map and have
 PE0929.an estimated accuracy of +/- 6 seconds.
 PE0929
 PE0929.The orthometric height was determined by differential leveling
 PE0929.and adjusted by the National Geodetic Survey in June 1991..
 PE0929
 PE0929.The geoid height was determined by GEOID03.
 PE0929
 PE0929.The dynamic height is computed by dividing the NAVD 88
 PE0929.geopotential number by the normal gravity value computed on the
 PE0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0929.degrees latitude (g = 980.6199 gals.).
 PE0929
 PE0929.The modeled gravity was interpolated from observed gravity values.
 PE0929
 PE0929;                    North         East    Units  Estimated Accuracy
 PE0929;SPC ME E     -    77,580.      233,730.      MT  (+/- 180 meters Scaled)
 PE0929
 PE0929                          SUPERSEDED SURVEY CONTROL
 PE0929
 PE0929  NGVD 29 (??/??/92)  225.416  (m)          739.55   (f) ADJ UNCH    2 0
 PE0929
 PE0929.Superseded values are not recommended for survey control.
 PE0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0929.See file dsdata.txt to determine how the superseded data were derived.
 PE0929
 PE0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK735121(NAD 83)
 PE0929_MARKER: DB = BENCH MARK DISK
 PE0929_SETTING: 66 = SET IN ROCK OUTCROP
 PE0929_SP_SET: ROCK LEDGE
 PE0929_STAMPING: R 47 1935
 PE0929_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0929+STABILITY: POSITION/ELEVATION WELL
 PE0929
 PE0929  HISTORY     - Date     Condition        Report By
 PE0929  HISTORY     - 1935     MONUMENTED       CGS
 PE0929
 PE0929                          STATION DESCRIPTION
 PE0929
 PE0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE0929'3 MI NE FROM SOUTH LIBERTY.
 PE0929'3.0 MILES NORTHEAST ALONG STATE HIGHWAY 220 FROM THE JUNCTION OF
 PE0929'STATE HIGHWAY 105 AT SOUTH LIBERTY, WALDO COUNTY, AT THE
 PE0929'NORTHEAST SLOPE OF A HILL, 58 FEET SOUTHWEST OF THE FIFTH POLE
 PE0929'NORTHEAST OF THE TOP OF THE HILL, 26 FEET SOUTHEAST OF THE
 PE0929'CENTERLINE OF THE HIGHWAY, AND IN THE TOP OF A ROCK LEDGE.  A
 PE0929'STANDARD DISK, STAMPED R 47 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0053 ***********************************************************************
 RF0053  DESIGNATION -  R 48
 RF0053  PID         -  RF0053
 RF0053  STATE/COUNTY-  ME/AROOSTOOK
 RF0053  USGS QUAD   -  MAPLETON (1984)
 RF0053
 RF0053                         *CURRENT SURVEY CONTROL
 RF0053  ___________________________________________________________________
 RF0053* NAD 83(1986)-  46 42 28.     (N)    068 10 03.     (W)     SCALED    
 RF0053* NAVD 88     -       179.661  (meters)     589.44   (feet)  ADJUSTED  
 RF0053  ___________________________________________________________________
 RF0053  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 RF0053  DYNAMIC HT  -         179.679 (meters)     589.50  (feet)  COMP
 RF0053  MODELED GRAV-     980,706.2   (mgal)                       NAVD 88
 RF0053
 RF0053  VERT ORDER  -  SECOND    CLASS 0
 RF0053
 RF0053.The horizontal coordinates were scaled from a topographic map and have
 RF0053.an estimated accuracy of +/- 6 seconds.
 RF0053
 RF0053.The orthometric height was determined by differential leveling
 RF0053.and adjusted by the National Geodetic Survey in June 1991..
 RF0053
 RF0053.The geoid height was determined by GEOID03.
 RF0053
 RF0053.The dynamic height is computed by dividing the NAVD 88
 RF0053.geopotential number by the normal gravity value computed on the
 RF0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0053.degrees latitude (g = 980.6199 gals.).
 RF0053
 RF0053.The modeled gravity was interpolated from observed gravity values.
 RF0053
 RF0053;                    North         East    Units  Estimated Accuracy
 RF0053;SPC ME E     -   338,000.      325,420.      MT  (+/- 180 meters Scaled)
 RF0053
 RF0053                          SUPERSEDED SURVEY CONTROL
 RF0053
 RF0053  NGVD 29 (??/??/92)  179.842  (m)          590.03   (f) ADJ UNCH    2 0
 RF0053
 RF0053.Superseded values are not recommended for survey control.
 RF0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0053.See file dsdata.txt to determine how the superseded data were derived.
 RF0053
 RF0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM636730(NAD 83)
 RF0053_MARKER: DD = SURVEY DISK
 RF0053_SETTING: 80 = SET IN A BOULDER
 RF0053_SP_SET: BOULDER
 RF0053_STAMPING: R 48 1927
 RF0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0053+STABILITY: SURFACE MOTION
 RF0053
 RF0053  HISTORY     - Date     Condition        Report By
 RF0053  HISTORY     - 1927     MONUMENTED       USGS
 RF0053  HISTORY     - 1935     GOOD             NGS
 RF0053
 RF0053                          STATION DESCRIPTION
 RF0053
 RF0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RF0053'2.2 MI N FROM MAPLETON.
 RF0053'ABOUT 2.2 MILES NORTH ALONG THE WASHBURN ROAD FROM THE BANGOR
 RF0053'AND AROOSTOOK RAILROAD STATION AT MAPLETON, AROOSTOOK COUNTY,
 RF0053'ABOUT 0.3 MILE NORTH OF THE HUGHES SCHOOL, AT THE FOOT OF THE
 RF0053'FIRST STEEP HILL NORTH OF THE SCHOOL, ABOUT 75.5 FEET SOUTH OF
 RF0053'THE CENTER LINE OF AN 18-INCH CORRUGATED IRON-PIPE CULVERT, 16
 RF0053'FEET WEST OF THE CENTER LINE OF THE ROAD, AND IN THE CENTER OF THE
 RF0053'TOP OF A BOULDER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 RF0053'DISK, STAMPED R 48 1927.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0982 ***********************************************************************
 PE0982  DESIGNATION -  R 49
 PE0982  PID         -  PE0982
 PE0982  STATE/COUNTY-  ME/WALDO
 PE0982  USGS QUAD   -  MORRILL (1979)
 PE0982
 PE0982                         *CURRENT SURVEY CONTROL
 PE0982  ___________________________________________________________________
 PE0982* NAD 83(1986)-  44 26 48.     (N)    069 08 55.     (W)     SCALED    
 PE0982* NAVD 88     -        78.553  (meters)     257.72   (feet)  ADJUSTED  
 PE0982  ___________________________________________________________________
 PE0982  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 PE0982  DYNAMIC HT  -          78.547 (meters)     257.70  (feet)  COMP
 PE0982  MODELED GRAV-     980,537.2   (mgal)                       NAVD 88
 PE0982
 PE0982  VERT ORDER  -  SECOND    CLASS 0
 PE0982
 PE0982.The horizontal coordinates were scaled from a topographic map and have
 PE0982.an estimated accuracy of +/- 6 seconds.
 PE0982
 PE0982.The orthometric height was determined by differential leveling
 PE0982.and adjusted by the National Geodetic Survey in June 1991..
 PE0982
 PE0982.The geoid height was determined by GEOID03.
 PE0982
 PE0982.The dynamic height is computed by dividing the NAVD 88
 PE0982.geopotential number by the normal gravity value computed on the
 PE0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0982.degrees latitude (g = 980.6199 gals.).
 PE0982
 PE0982.The modeled gravity was interpolated from observed gravity values.
 PE0982
 PE0982;                    North         East    Units  Estimated Accuracy
 PE0982;SPC ME E     -    86,860.      248,370.      MT  (+/- 180 meters Scaled)
 PE0982
 PE0982                          SUPERSEDED SURVEY CONTROL
 PE0982
 PE0982  NGVD 29 (??/??/92)   78.769  (m)          258.43   (f) ADJ UNCH    2 0
 PE0982
 PE0982.Superseded values are not recommended for survey control.
 PE0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0982.See file dsdata.txt to determine how the superseded data were derived.
 PE0982
 PE0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK881214(NAD 83)
 PE0982_MARKER: DB = BENCH MARK DISK
 PE0982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0982_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0982_STAMPING: R 49 1935
 PE0982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0982+STABILITY: SURFACE MOTION
 PE0982
 PE0982  HISTORY     - Date     Condition        Report By
 PE0982  HISTORY     - 1935     MONUMENTED       CGS
 PE0982  HISTORY     - 1958     POOR             USGS
 PE0982
 PE0982                          STATION DESCRIPTION
 PE0982
 PE0982'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 PE0982'0.5 MI W FROM MORRILL.
 PE0982'0.5 MILE WEST ALONG THE NORTH SEARSMONT ROAD FROM A ROAD CROSSING
 PE0982'AT MORRILL, WALDO COUNTY, 32 FEET SOUTHWEST OF THE SOUTHWEST
 PE0982'CORNER OF A SMALL ORCHARD, 30 FEET WEST OF THE CENTERLINE OF THE
 PE0982'ROAD, AND 6 FEET NORTH OF THE STONE FENCE.  A STANDARD DISK,
 PE0982'STAMPED R 49 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PE0982'1/2 FOOT ABOVE GROUND.  NOTE-- POST FOUND LOOSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0069 ***********************************************************************
 RF0069  DESIGNATION -  R 49
 RF0069  PID         -  RF0069
 RF0069  STATE/COUNTY-  ME/AROOSTOOK
 RF0069  USGS QUAD   -  MAPLETON (1984)
 RF0069
 RF0069                         *CURRENT SURVEY CONTROL
 RF0069  ___________________________________________________________________
 RF0069* NAD 83(1986)-  46 40 54.     (N)    068 09 36.     (W)     SCALED    
 RF0069* NAVD 88     -       166.879  (meters)     547.50   (feet)  ADJUSTED  
 RF0069  ___________________________________________________________________
 RF0069  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 RF0069  DYNAMIC HT  -         166.894 (meters)     547.55  (feet)  COMP
 RF0069  MODELED GRAV-     980,703.7   (mgal)                       NAVD 88
 RF0069
 RF0069  VERT ORDER  -  SECOND    CLASS 0
 RF0069
 RF0069.The horizontal coordinates were scaled from a topographic map and have
 RF0069.an estimated accuracy of +/- 6 seconds.
 RF0069
 RF0069.The orthometric height was determined by differential leveling
 RF0069.and adjusted by the National Geodetic Survey in June 1991..
 RF0069
 RF0069.The geoid height was determined by GEOID03.
 RF0069
 RF0069.The dynamic height is computed by dividing the NAVD 88
 RF0069.geopotential number by the normal gravity value computed on the
 RF0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0069.degrees latitude (g = 980.6199 gals.).
 RF0069
 RF0069.The modeled gravity was interpolated from observed gravity values.
 RF0069
 RF0069;                    North         East    Units  Estimated Accuracy
 RF0069;SPC ME E     -   335,100.      326,010.      MT  (+/- 180 meters Scaled)
 RF0069
 RF0069                          SUPERSEDED SURVEY CONTROL
 RF0069
 RF0069  NGVD 29 (??/??/92)  167.06   (m)          548.1    (f) COMPUTED    2 0
 RF0069
 RF0069.Superseded values are not recommended for survey control.
 RF0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0069.See file dsdata.txt to determine how the superseded data were derived.
 RF0069
 RF0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM642701(NAD 83)
 RF0069_MARKER: DD = SURVEY DISK
 RF0069_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RF0069_SP_SET: ABUTMENT
 RF0069_STAMPING: R 49 1927
 RF0069_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0069
 RF0069  HISTORY     - Date     Condition        Report By
 RF0069  HISTORY     - 1927     MONUMENTED       USGS
 RF0069  HISTORY     - UNK      SEE DESCRIPTION  BARR
 RF0069  HISTORY     - 1935     GOOD             NGS
 RF0069
 RF0069                          STATION DESCRIPTION
 RF0069
 RF0069'DESCRIBED BY BANGOR AND AROOSTOOK RAILROAD UNK
 RF0069'RECOVERED AS DESCRIBED.
 RF0069
 RF0069                          STATION RECOVERY (1935)
 RF0069
 RF0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 RF0069'AT MAPLETON.
 RF0069'0.1 MILE SOUTHWEST OF THE SOUTHWEST END OF THE BANGOR AND AROOSTOOK
 RF0069'RAILROAD STATION, SET IN TOP OF SOUTHWEST CONCRETE ABUTMENT WALL OF
 RF0069'RAILROAD UNDERPASS AT CROSSING OF B. AND A. TRACK WITH STATE HY.
 RF0069'163, 3 FT. NORTHWEST OF NORTHWEST RAIL, 6 INCHES FROM NORTHWEST
 RF0069'END OF WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0070 ***********************************************************************
 RF0070  DESIGNATION -  R 49 USGS RESET 1954
 RF0070  PID         -  RF0070
 RF0070  STATE/COUNTY-  ME/AROOSTOOK
 RF0070  USGS QUAD   -  MAPLETON (1984)
 RF0070
 RF0070                         *CURRENT SURVEY CONTROL
 RF0070  ___________________________________________________________________
 RF0070* NAD 83(1986)-  46 40 54.     (N)    068 09 36.     (W)     SCALED    
 RF0070* NAVD 88     -       167.62   (meters)     549.9    (feet)  RESET     
 RF0070  ___________________________________________________________________
 RF0070  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 RF0070
 RF0070  VERT ORDER  -  THIRD
 RF0070
 RF0070.The horizontal coordinates were scaled from a topographic map and have
 RF0070.an estimated accuracy of +/- 6 seconds.
 RF0070
 RF0070.The orthometric height was computed from unverified reset data.
 RF0070
 RF0070.The geoid height was determined by GEOID03.
 RF0070
 RF0070;                    North         East    Units  Estimated Accuracy
 RF0070;SPC ME E     -   335,100.      326,010.      MT  (+/- 180 meters Scaled)
 RF0070
 RF0070                          SUPERSEDED SURVEY CONTROL
 RF0070
 RF0070  NGVD 29 (??/??/??)  167.81   (m)          550.6    (f) RESET       3  
 RF0070
 RF0070.Superseded values are not recommended for survey control.
 RF0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0070.See file dsdata.txt to determine how the superseded data were derived.
 RF0070
 RF0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM642701(NAD 83)
 RF0070_MARKER: DD = SURVEY DISK
 RF0070_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RF0070_SP_SET: ABUTMENT
 RF0070_STAMPING: R 49 (USGS) RESET 1954
 RF0070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0070
 RF0070  HISTORY     - Date     Condition        Report By
 RF0070  HISTORY     - 1954     MONUMENTED       BARR
 RF0070
 RF0070                          STATION DESCRIPTION
 RF0070
 RF0070'DESCRIBED BY BANGOR AND AROOSTOOK RAILROAD 1954
 RF0070'0.1 MI SW FROM MAPLETON.
 RF0070'AT MAPLETON, AROOSTOOK COUNTY, 0.1 MILE SOUTHWEST OF THE SOUTHWEST
 RF0070'END OF THE BANGOR AND AROOSTOOK RAILROAD STATION, AT STATE HIGHWAY
 RF0070'163 UNDERPASS 117 + 78, IN THE TOP OF THE SOUTHWEST CONCRETE ABUTMENT,
 RF0070'6 INCHES FROM THE NORTHWEST END, AND ABOUT 3 FEET NORTHWEST OF THE
 RF0070'NORTHWEST RAIL.  A U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 RF0070'R 49 RESET 1955.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0238 ***********************************************************************
 OC0238  DESIGNATION -  R 5
 OC0238  PID         -  OC0238
 OC0238  STATE/COUNTY-  ME/YORK
 OC0238  USGS QUAD   -  BIDDEFORD (1975)
 OC0238
 OC0238                         *CURRENT SURVEY CONTROL
 OC0238  ___________________________________________________________________
 OC0238* NAD 83(1986)-  43 29 45.     (N)    070 26 51.     (W)     SCALED    
 OC0238* NAVD 88     -        19.746  (meters)      64.78   (feet)  ADJUSTED  
 OC0238  ___________________________________________________________________
 OC0238  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 OC0238  DYNAMIC HT  -          19.743 (meters)      64.77  (feet)  COMP
 OC0238  MODELED GRAV-     980,489.8   (mgal)                       NAVD 88
 OC0238
 OC0238  VERT ORDER  -  FIRST     CLASS II
 OC0238
 OC0238.The horizontal coordinates were scaled from a topographic map and have
 OC0238.an estimated accuracy of +/- 6 seconds.
 OC0238
 OC0238.The orthometric height was determined by differential leveling
 OC0238.and adjusted by the National Geodetic Survey in June 1991..
 OC0238
 OC0238.The geoid height was determined by GEOID03.
 OC0238
 OC0238.The dynamic height is computed by dividing the NAVD 88
 OC0238.geopotential number by the normal gravity value computed on the
 OC0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0238.degrees latitude (g = 980.6199 gals.).
 OC0238
 OC0238.The modeled gravity was interpolated from observed gravity values.
 OC0238
 OC0238;                    North         East    Units  Estimated Accuracy
 OC0238;SPC ME W     -    73,640.      877,290.      MT  (+/- 180 meters Scaled)
 OC0238
 OC0238                          SUPERSEDED SURVEY CONTROL
 OC0238
 OC0238.No superseded survey control is available for this station.
 OC0238
 OC0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ829168(NAD 83)
 OC0238_MARKER: DB = BENCH MARK DISK
 OC0238_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC0238_SP_SET: BRIDGE
 OC0238_STAMPING: R 5 1923
 OC0238_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC0238
 OC0238  HISTORY     - Date     Condition        Report By
 OC0238  HISTORY     - 1923     MONUMENTED       CGS
 OC0238  HISTORY     - 1966     MARK NOT FOUND   NGS
 OC0238  HISTORY     - 1978     MARK NOT FOUND   DOD
 OC0238
 OC0238                          STATION DESCRIPTION
 OC0238
 OC0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 OC0238'AT SACO.
 OC0238'AT SACO, YORK COUNTY, ON THE BOSTON AND MAINE RAILROAD, 9 RAILS
 OC0238'SOUTH OF THE STATION, 56 FEET NORTH OF SIGNAL BRIDGE D 996, IN
 OC0238'AN OLD BRIDGE ABUTMENT, 6 FEET WEST OF THE WEST RAIL, AND ABOUT
 OC0238'2 FEET UNDER GROUND.  A STANDARD DISK, STAMPED R 5 1923.
 OC0238'NOTE-- THIS BENCH MARK WAS SEARCHED FOR BUT NOT RECOVERED IN
 OC0238'SEPTEMBER 1943.
 OC0238
 OC0238                          STATION RECOVERY (1978)
 OC0238
 OC0238'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 OC0238'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0002 ***********************************************************************
 SF0002  DESIGNATION -  R 5
 SF0002  PID         -  SF0002
 SF0002  STATE/COUNTY-  ME/AROOSTOOK
 SF0002  USGS QUAD   -  STOCKHOLM (1986)
 SF0002
 SF0002                         *CURRENT SURVEY CONTROL
 SF0002  ___________________________________________________________________
 SF0002* NAD 83(1986)-  47 02 30.     (N)    068 08 19.     (W)     SCALED    
 SF0002* NAVD 88     -       168.825  (meters)     553.89   (feet)  ADJUSTED  
 SF0002  ___________________________________________________________________
 SF0002  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 SF0002  DYNAMIC HT  -         168.846 (meters)     553.96  (feet)  COMP
 SF0002  MODELED GRAV-     980,732.3   (mgal)                       NAVD 88
 SF0002
 SF0002  VERT ORDER  -  SECOND    CLASS 0
 SF0002
 SF0002.The horizontal coordinates were scaled from a topographic map and have
 SF0002.an estimated accuracy of +/- 6 seconds.
 SF0002
 SF0002.The orthometric height was determined by differential leveling
 SF0002.and adjusted by the National Geodetic Survey in June 1991..
 SF0002
 SF0002.The geoid height was determined by GEOID03.
 SF0002
 SF0002.The dynamic height is computed by dividing the NAVD 88
 SF0002.geopotential number by the normal gravity value computed on the
 SF0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0002.degrees latitude (g = 980.6199 gals.).
 SF0002
 SF0002.The modeled gravity was interpolated from observed gravity values.
 SF0002
 SF0002;                    North         East    Units  Estimated Accuracy
 SF0002;SPC ME E     -   375,120.      327,460.      MT  (+/- 180 meters Scaled)
 SF0002
 SF0002                          SUPERSEDED SURVEY CONTROL
 SF0002
 SF0002  NGVD 29 (??/??/92)  169.006  (m)          554.48   (f) ADJ UNCH    2 0
 SF0002
 SF0002.Superseded values are not recommended for survey control.
 SF0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0002.See file dsdata.txt to determine how the superseded data were derived.
 SF0002
 SF0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN654101(NAD 83)
 SF0002_MARKER: DD = SURVEY DISK
 SF0002_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SF0002_SP_SET: BRIDGE
 SF0002_STAMPING: R 5 1927
 SF0002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SF0002
 SF0002  HISTORY     - Date     Condition        Report By
 SF0002  HISTORY     - 1927     MONUMENTED       USGS
 SF0002  HISTORY     - 1935     GOOD             NGS
 SF0002  HISTORY     - 1983     MARK NOT FOUND   USGS
 SF0002
 SF0002                          STATION DESCRIPTION
 SF0002
 SF0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SF0002'AT STOCKHOLM.
 SF0002'AT STOCKHOLM, AROOSTOOK COUNTY, ON NORTH MAIN STREET, ON THE
 SF0002'SOUTHEAST END OF THE CONCRETE BRIDGE OVER ARMSTRONG BROOK, 12
 SF0002'FEET SOUTH OF THE CENTERLINE OF THE STREET, JUST BELOW THE
 SF0002'SOUTHERMOST LAMPPOST, AND ABOUT ONE FOOT LOWER THAN THE FINISHED
 SF0002'STREET GRADE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 SF0002'STAMPED R 5 1927.
 SF0002
 SF0002                          STATION RECOVERY (1983)
 SF0002
 SF0002'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 SF0002'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0063 ***********************************************************************
 RG0063  DESIGNATION -  R 5
 RG0063  PID         -  RG0063
 RG0063  STATE/COUNTY-  ME/SOMERSET
 RG0063  USGS QUAD   -  HARDWOOD MOUNTAIN (1989)
 RG0063
 RG0063                         *CURRENT SURVEY CONTROL
 RG0063  ___________________________________________________________________
 RG0063* NAD 83(1986)-  46 25 21.     (N)    070 06 23.     (W)     SCALED    
 RG0063* NAVD 88     -       385.916  (meters)    1266.13   (feet)  ADJUSTED  
 RG0063  ___________________________________________________________________
 RG0063  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 RG0063  DYNAMIC HT  -         385.921 (meters)    1266.14  (feet)  COMP
 RG0063  MODELED GRAV-     980,616.2   (mgal)                       NAVD 88
 RG0063
 RG0063  VERT ORDER  -  SECOND    CLASS 0
 RG0063
 RG0063.The horizontal coordinates were scaled from a topographic map and have
 RG0063.an estimated accuracy of +/- 6 seconds.
 RG0063
 RG0063.The orthometric height was determined by differential leveling
 RG0063.and adjusted by the National Geodetic Survey in June 1991..
 RG0063
 RG0063.The geoid height was determined by GEOID03.
 RG0063
 RG0063.The dynamic height is computed by dividing the NAVD 88
 RG0063.geopotential number by the normal gravity value computed on the
 RG0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RG0063.degrees latitude (g = 980.6199 gals.).
 RG0063
 RG0063.The modeled gravity was interpolated from observed gravity values.
 RG0063
 RG0063;                    North         East    Units  Estimated Accuracy
 RG0063;SPC ME W     -   398,830.      904,630.      MT  (+/- 180 meters Scaled)
 RG0063
 RG0063                          SUPERSEDED SURVEY CONTROL
 RG0063
 RG0063  NGVD 29 (??/??/92)  386.084  (m)         1266.68   (f) ADJ UNCH    2 0
 RG0063
 RG0063.Superseded values are not recommended for survey control.
 RG0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0063.See file dsdata.txt to determine how the superseded data were derived.
 RG0063
 RG0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM149415(NAD 83)
 RG0063_MARKER: DB = BENCH MARK DISK
 RG0063_SETTING: 80 = SET IN A BOULDER
 RG0063_SP_SET: BOULDER
 RG0063_STAMPING: R 5 1953
 RG0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RG0063+STABILITY: SURFACE MOTION
 RG0063
 RG0063  HISTORY     - Date     Condition        Report By
 RG0063  HISTORY     - 1953     MONUMENTED       CGS
 RG0063
 RG0063                          STATION DESCRIPTION
 RG0063
 RG0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RG0063'6.5 MI SE FROM STE CAMILLE.
 RG0063'6.5 MILES SOUTHEAST ALONG A ROAD FROM THE CROSSING OF THE QUEBEC
 RG0063'CENTRAL RAILWAY AND STATION AT STE CAMILLE, ABOUT 1.05 MILES
 RG0063'NORTHWEST OF A CURVE WITH TANGENTS EXTENDING NORTHWEST AND
 RG0063'NORTHEAST AND THE NORTHEAST BANK OF SOUTHWEST BRANCH OF ST. JOHN
 RG0063'RIVER, ALONG THE NORTHWEST EDGE OF A CLEARING, 79 FEET NORTHEAST
 RG0063'OF CENTER LINE OF ROAD, 12 FEET SOUTHEAST OF NORTHEAST LEDGE OF
 RG0063'CLEARING, IN THE TOP AND 1 1/2 FEET WEST OF EAST POING OF A 15
 RG0063'BY 5-FOOT EMBEDDED BOULDER PROJECTING ABOUT 6 INCHES AND ABOUT
 RG0063'1 FOOT ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1012 ***********************************************************************
 PE1012  DESIGNATION -  R 50
 PE1012  PID         -  PE1012
 PE1012  STATE/COUNTY-  ME/WALDO
 PE1012  USGS QUAD   -  PALERMO (1979)
 PE1012
 PE1012                         *CURRENT SURVEY CONTROL
 PE1012  ___________________________________________________________________
 PE1012* NAD 83(1986)-  44 23 15.     (N)    069 27 58.     (W)     SCALED    
 PE1012* NAVD 88     -       114.601  (meters)     375.99   (feet)  ADJUSTED  
 PE1012  ___________________________________________________________________
 PE1012  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 PE1012  DYNAMIC HT  -         114.591 (meters)     375.95  (feet)  COMP
 PE1012  MODELED GRAV-     980,532.8   (mgal)                       NAVD 88
 PE1012
 PE1012  VERT ORDER  -  SECOND    CLASS 0
 PE1012
 PE1012.The horizontal coordinates were scaled from a topographic map and have
 PE1012.an estimated accuracy of +/- 6 seconds.
 PE1012
 PE1012.The orthometric height was determined by differential leveling
 PE1012.and adjusted by the National Geodetic Survey in June 1991..
 PE1012
 PE1012.The geoid height was determined by GEOID03.
 PE1012
 PE1012.The dynamic height is computed by dividing the NAVD 88
 PE1012.geopotential number by the normal gravity value computed on the
 PE1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1012.degrees latitude (g = 980.6199 gals.).
 PE1012
 PE1012.The modeled gravity was interpolated from observed gravity values.
 PE1012
 PE1012;                    North         East    Units  Estimated Accuracy
 PE1012;SPC ME E     -    80,540.      223,030.      MT  (+/- 180 meters Scaled)
 PE1012
 PE1012                          SUPERSEDED SURVEY CONTROL
 PE1012
 PE1012  NGVD 29 (??/??/92)  114.816  (m)          376.69   (f) ADJ UNCH    2 0
 PE1012
 PE1012.Superseded values are not recommended for survey control.
 PE1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1012.See file dsdata.txt to determine how the superseded data were derived.
 PE1012
 PE1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK628150(NAD 83)
 PE1012_MARKER: DB = BENCH MARK DISK
 PE1012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1012_STAMPING: R 50 1935
 PE1012_MARK LOGO: CGS   
 PE1012_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE1012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1012+STABILITY: SURFACE MOTION
 PE1012
 PE1012  HISTORY     - Date     Condition        Report By
 PE1012  HISTORY     - 1935     MONUMENTED       CGS
 PE1012  HISTORY     - 1978     GOOD             DOD
 PE1012  HISTORY     - 19930714 MARK NOT FOUND   LOCENG
 PE1012
 PE1012                          STATION DESCRIPTION
 PE1012
 PE1012'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE1012'1.6 MI E FROM PALERMO.
 PE1012'1.6 MILES EAST ALONG STATE HIGHWAY 3 FROM THE POST OFFICE AT
 PE1012'PALERMO, WALDO COUNTY, AT THE SOUTH SLOPE OF A HILL, AT THE
 PE1012'NORTHEAST CORNER OF A PASTURE, 28 FEET WEST OF THE CENTERLINE OF
 PE1012'THE HIGHWAY, 27 FEET SOUTH OF THE CENTERLINE OF A FIELD ROAD
 PE1012'LEADING WEST, 10 FEET SOUTH OF AN EAST-AND-WEST WIRE FENCE, 3
 PE1012'FEET WEST OF A LARGE ROCK AT THE EDGE OF A CUT, AND 2.5 FEET
 PE1012'EAST OF THE FENCE LINE.  A STANDARD DISK, STAMPED R 50 1935 AND
 PE1012'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 PE1012'GROUND.
 PE1012
 PE1012                          STATION RECOVERY (1978)
 PE1012
 PE1012'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE1012'RECOVERED IN GOOD CONDITION.
 PE1012
 PE1012                          STATION RECOVERY (1993)
 PE1012
 PE1012'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (JRS)
 PE1012'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0222 ***********************************************************************
 RF0222  DESIGNATION -  R 50
 RF0222  PID         -  RF0222
 RF0222  STATE/COUNTY-  ME/PISCATAQUIS
 RF0222  USGS QUAD   -  UMSASKIS LAKE EAST (1986)
 RF0222
 RF0222                         *CURRENT SURVEY CONTROL
 RF0222  ___________________________________________________________________
 RF0222* NAD 83(1986)-  46 32 29.     (N)    069 21 14.     (W)     SCALED    
 RF0222* NAVD 88     -       329.267  (meters)    1080.27   (feet)  ADJUSTED  
 RF0222  ___________________________________________________________________
 RF0222  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 RF0222  DYNAMIC HT  -         329.279 (meters)    1080.31  (feet)  COMP
 RF0222  MODELED GRAV-     980,644.1   (mgal)                       NAVD 88
 RF0222
 RF0222  VERT ORDER  -  SECOND    CLASS 0
 RF0222
 RF0222.The horizontal coordinates were scaled from a topographic map and have
 RF0222.an estimated accuracy of +/- 6 seconds.
 RF0222
 RF0222.The orthometric height was determined by differential leveling
 RF0222.and adjusted by the National Geodetic Survey in June 1991..
 RF0222
 RF0222.The geoid height was determined by GEOID03.
 RF0222
 RF0222.The dynamic height is computed by dividing the NAVD 88
 RF0222.geopotential number by the normal gravity value computed on the
 RF0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0222.degrees latitude (g = 980.6199 gals.).
 RF0222
 RF0222.The modeled gravity was interpolated from observed gravity values.
 RF0222
 RF0222;                    North         East    Units  Estimated Accuracy
 RF0222;SPC ME E     -   319,800.      234,510.      MT  (+/- 180 meters Scaled)
 RF0222
 RF0222                          SUPERSEDED SURVEY CONTROL
 RF0222
 RF0222  NGVD 29 (??/??/92)  329.450  (m)         1080.87   (f) ADJ UNCH    2 0
 RF0222
 RF0222.Superseded values are not recommended for survey control.
 RF0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0222.See file dsdata.txt to determine how the superseded data were derived.
 RF0222
 RF0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM728542(NAD 83)
 RF0222_MARKER: DD = SURVEY DISK
 RF0222_SETTING: 80 = SET IN A BOULDER
 RF0222_SP_SET: BOULDER
 RF0222_STAMPING: 50 1930
 RF0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0222+STABILITY: SURFACE MOTION
 RF0222
 RF0222  HISTORY     - Date     Condition        Report By
 RF0222  HISTORY     - 1930     MONUMENTED       USGS
 RF0222  HISTORY     - 1953     GOOD             NGS
 RF0222
 RF0222                          STATION DESCRIPTION
 RF0222
 RF0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 RF0222'4.9 MI NW FROM CHURCHILL LAKE.
 RF0222'ABOUT 4.9 MILES NORTHWEST ALONG A PRIVATE GRAVEL ROAD LEADING TO
 RF0222'CLAYTON LAKE FROM THE BRIDGE AND DAM ACROSS ALLAGASH RIVER AT
 RF0222'CHURCHILL LAKE, ABOUT 75 YARDS SOUTHEAST OF A 25-FOOT WOODEN BRIDGE
 RF0222'OVER A STREAM, IN A SMALL CLEARING, IN THE TOP OF THE WEST END OF
 RF0222'A LOW BOULDER, 13 FEET NORTHEAST OF CENTER LINE OF ROAD, 63
 RF0222'FEET NORTHWEST OF THE SECOND TELEPHONE POLE SOUTHEAST OF BRIDGE,
 RF0222'ABOUT 1/2 FOOT ABOVE GROUND AND ABOUT 2 FEET BELOW LEVEL OF ROAD.
 RF0222'NOTE-- THE R OF STAMPING IS NO LONGER LEGIBLE - CUT OUT BY
 RF0222'BLADE OF BULL DOZER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1282 ***********************************************************************
 PE1282  DESIGNATION -  R 51
 PE1282  PID         -  PE1282
 PE1282  STATE/COUNTY-  ME/LINCOLN
 PE1282  USGS QUAD   -  WISCASSET (1979)
 PE1282
 PE1282                         *CURRENT SURVEY CONTROL
 PE1282  ___________________________________________________________________
 PE1282* NAD 83(1986)-  44 06 33.     (N)    069 38 51.     (W)     SCALED    
 PE1282* NAVD 88     -        63.343  (meters)     207.82   (feet)  ADJUSTED  
 PE1282  ___________________________________________________________________
 PE1282  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 PE1282  DYNAMIC HT  -          63.337 (meters)     207.80  (feet)  COMP
 PE1282  MODELED GRAV-     980,512.9   (mgal)                       NAVD 88
 PE1282
 PE1282  VERT ORDER  -  SECOND    CLASS 0
 PE1282
 PE1282.The horizontal coordinates were scaled from a topographic map and have
 PE1282.an estimated accuracy of +/- 6 seconds.
 PE1282
 PE1282.The orthometric height was determined by differential leveling
 PE1282.and adjusted by the National Geodetic Survey in June 1991..
 PE1282
 PE1282.The geoid height was determined by GEOID03.
 PE1282
 PE1282.The dynamic height is computed by dividing the NAVD 88
 PE1282.geopotential number by the normal gravity value computed on the
 PE1282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1282.degrees latitude (g = 980.6199 gals.).
 PE1282
 PE1282.The modeled gravity was interpolated from observed gravity values.
 PE1282
 PE1282;                    North         East    Units  Estimated Accuracy
 PE1282;SPC ME W     -   141,870.      941,560.      MT  (+/- 180 meters Scaled)
 PE1282
 PE1282                          SUPERSEDED SURVEY CONTROL
 PE1282
 PE1282  NGVD 29 (??/??/92)   63.553  (m)          208.51   (f) ADJ UNCH    2 0
 PE1282
 PE1282.Superseded values are not recommended for survey control.
 PE1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1282.See file dsdata.txt to determine how the superseded data were derived.
 PE1282
 PE1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ481842(NAD 83)
 PE1282_MARKER: DB = BENCH MARK DISK
 PE1282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1282_STAMPING: R 51 1935
 PE1282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1282+STABILITY: SURFACE MOTION
 PE1282
 PE1282  HISTORY     - Date     Condition        Report By
 PE1282  HISTORY     - 1935     MONUMENTED       CGS
 PE1282  HISTORY     - 1957     MARK NOT FOUND   NGS
 PE1282
 PE1282                          STATION DESCRIPTION
 PE1282
 PE1282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 PE1282'1 MI W FROM HEAD TIDE.
 PE1282'1.0 MILE WEST ALONG THE DRESDEN MILLS ROAD FROM THE JUNCTION
 PE1282'WITH STATE HIGHWAY 218 AT HEAD TIDE, LINCOLN COUNTY, 0.4 MILE
 PE1282'EAST OF A ROAD JUNCTION, 64 FEET NORTHWEST OF THE NORTHWEST
 PE1282'CORNER OF A WELL, OPPOSITE A 1-STORY HOUSE AT THE TOP OF A HILL,
 PE1282'21 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND 7.5 FEET EAST
 PE1282'OF A SPRUCE TREE.  A STANDARD DISK, STAMPED R 51 1935 AND SET IN
 PE1282'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0250 ***********************************************************************
 RF0250  DESIGNATION -  R 51
 RF0250  PID         -  RF0250
 RF0250  STATE/COUNTY-  ME/PISCATAQUIS
 RF0250  USGS QUAD   -  CHURCHILL LAKE (1989)
 RF0250
 RF0250                         *CURRENT SURVEY CONTROL
 RF0250  ___________________________________________________________________
 RF0250* NAD 83(1986)-  46 29 39.     (N)    069 17 16.     (W)     SCALED    
 RF0250* NAVD 88     -       284.556  (meters)     933.58   (feet)  ADJUSTED  
 RF0250  ___________________________________________________________________
 RF0250  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 RF0250  DYNAMIC HT  -         284.568 (meters)     933.62  (feet)  COMP
 RF0250  MODELED GRAV-     980,649.5   (mgal)                       NAVD 88
 RF0250
 RF0250  VERT ORDER  -  SECOND    CLASS 0
 RF0250
 RF0250.The horizontal coordinates were scaled from a topographic map and have
 RF0250.an estimated accuracy of +/- 6 seconds.
 RF0250
 RF0250.The orthometric height was determined by differential leveling
 RF0250.and adjusted by the National Geodetic Survey in June 1991..
 RF0250
 RF0250.The geoid height was determined by GEOID03.
 RF0250
 RF0250.The dynamic height is computed by dividing the NAVD 88
 RF0250.geopotential number by the normal gravity value computed on the
 RF0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0250.degrees latitude (g = 980.6199 gals.).
 RF0250
 RF0250.The modeled gravity was interpolated from observed gravity values.
 RF0250
 RF0250;                    North         East    Units  Estimated Accuracy
 RF0250;SPC ME E     -   314,500.      239,530.      MT  (+/- 180 meters Scaled)
 RF0250
 RF0250                          SUPERSEDED SURVEY CONTROL
 RF0250
 RF0250  NGVD 29 (??/??/92)  284.742  (m)          934.19   (f) ADJ UNCH    2 0
 RF0250
 RF0250.Superseded values are not recommended for survey control.
 RF0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0250.See file dsdata.txt to determine how the superseded data were derived.
 RF0250
 RF0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM779489(NAD 83)
 RF0250_MARKER: DD = SURVEY DISK
 RF0250_SETTING: 80 = SET IN A BOULDER
 RF0250_SP_SET: BOULDER
 RF0250_STAMPING: R 51 1930
 RF0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0250+STABILITY: SURFACE MOTION
 RF0250
 RF0250  HISTORY     - Date     Condition        Report By
 RF0250  HISTORY     - 1930     MONUMENTED       USGS
 RF0250  HISTORY     - 1953     GOOD             NGS
 RF0250  HISTORY     - 20050512 MARK NOT FOUND   USPSQD
 RF0250
 RF0250                          STATION DESCRIPTION
 RF0250
 RF0250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 RF0250'AT CHURCHILL LAKE.
 RF0250'AT CHURCHILL LAKE, ABOUT 107 YARDS NORTH OF NORTHWEST END OF
 RF0250'WOODEN DAM AND BRIDGE ACROSS ALLAGASH RIVER, 45 FEET NORTHWEST
 RF0250'OF CENTER LINE OF ROAD LEADING TO CLAYTON LAKE, 5 FEET EAST OF
 RF0250'SOUTHEAST CORNER OF A CABIN WITH RED ROOFING, ABOUT LEVEL WITH
 RF0250'ROAD AND SET IN THE TOP OF AN EMBEDDED BOULDER.
 RF0250
 RF0250                          STATION RECOVERY (2005)
 RF0250
 RF0250'RECOVERY NOTE BY US POWER SQUADRON 2005 (BRE)
 RF0250'THE DAM HAS BEEN RELOCATED UPRIVER AND REBUILT , THE BUILDINGS TORN
 RF0250'DOWN AN A LARGE PARKING AREA CREATED. THE ROAD IS ALSO
 RF0250'RELOCATED.PERHAPS A WAAS GPS AND METAL DETECTOR WOULD HELP BUT DOBUT
 RF0250'THAT IT IS STILL PRESENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1298 ***********************************************************************
 PE1298  DESIGNATION -  R 52
 PE1298  PID         -  PE1298
 PE1298  STATE/COUNTY-  ME/KENNEBEC
 PE1298  USGS QUAD   -  WEEKS MILLS (1982)
 PE1298
 PE1298                         *CURRENT SURVEY CONTROL
 PE1298  ___________________________________________________________________
 PE1298* NAD 83(1986)-  44 16 46.     (N)    069 35 53.     (W)     SCALED    
 PE1298* NAVD 88     -        98.105  (meters)     321.87   (feet)  ADJUSTED  
 PE1298  ___________________________________________________________________
 PE1298  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 PE1298  DYNAMIC HT  -          98.096 (meters)     321.84  (feet)  COMP
 PE1298  MODELED GRAV-     980,525.4   (mgal)                       NAVD 88
 PE1298
 PE1298  VERT ORDER  -  SECOND    CLASS 0
 PE1298
 PE1298.The horizontal coordinates were scaled from a topographic map and have
 PE1298.an estimated accuracy of +/- 6 seconds.
 PE1298
 PE1298.The orthometric height was determined by differential leveling
 PE1298.and adjusted by the National Geodetic Survey in June 1991..
 PE1298
 PE1298.The geoid height was determined by GEOID03.
 PE1298
 PE1298.The dynamic height is computed by dividing the NAVD 88
 PE1298.geopotential number by the normal gravity value computed on the
 PE1298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1298.degrees latitude (g = 980.6199 gals.).
 PE1298
 PE1298.The modeled gravity was interpolated from observed gravity values.
 PE1298
 PE1298;                    North         East    Units  Estimated Accuracy
 PE1298;SPC ME W     -   160,820.      945,390.      MT  (+/- 180 meters Scaled)
 PE1298
 PE1298                          SUPERSEDED SURVEY CONTROL
 PE1298
 PE1298  NGVD 29 (??/??/92)   98.318  (m)          322.56   (f) ADJ UNCH    2 0
 PE1298
 PE1298.Superseded values are not recommended for survey control.
 PE1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1298.See file dsdata.txt to determine how the superseded data were derived.
 PE1298
 PE1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK522030(NAD 83)
 PE1298_MARKER: DB = BENCH MARK DISK
 PE1298_SETTING: 66 = SET IN ROCK OUTCROP
 PE1298_SP_SET: ROCK LEDGE
 PE1298_STAMPING: R 52 1935
 PE1298_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1298+STABILITY: POSITION/ELEVATION WELL
 PE1298
 PE1298  HISTORY     - Date     Condition        Report By
 PE1298  HISTORY     - 1935     MONUMENTED       CGS
 PE1298  HISTORY     - 1953     GOOD             NGS
 PE1298
 PE1298                          STATION DESCRIPTION
 PE1298
 PE1298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 PE1298'2.9 MI NW FROM COOPERS MILLS.
 PE1298'IN KENNEBEC COUNTY, 2.9 MILES NORTHWEST ALONG STATE HIGHWAY 17
 PE1298'FROM THE POST OFFICE AT COOPERS MILLS, LINCOLN COUNTY, AT SOUTH
 PE1298'WINDSOR, 50 YARDS NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 PE1298'105 FEET NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 32, 55
 PE1298'FEET SOUTHWEST OF THE WEST CORNER OF THE SOUTHWEST PORCH OF THE
 PE1298'G.A. VARNEY HOUSE, IN THE TOP OF A ROCK LEDGE, AND LEVEL WITH
 PE1298'THE GROUND.  A STANDARD DISK, STAMPED R 52 1935.  NOTE-- SUITABLE
 PE1298'FOR TYING TOPOGRAPHY BUT NOT FOR ACCURATE WORK.  THE BENCH MARK
 PE1298'IS IN A TILTED POSITION DUE PROBABLY TO FROST ACTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0075 ***********************************************************************
 RF0075  DESIGNATION -  R 53
 RF0075  PID         -  RF0075
 RF0075  STATE/COUNTY-  ME/AROOSTOOK
 RF0075  USGS QUAD   -  PRESQUE ISLE (1984)
 RF0075
 RF0075                         *CURRENT SURVEY CONTROL
 RF0075  ___________________________________________________________________
 RF0075* NAD 83(1986)-  46 40 59.     (N)    068 05 33.     (W)     SCALED    
 RF0075* NAVD 88     -       139.065  (meters)     456.25   (feet)  ADJUSTED  
 RF0075  ___________________________________________________________________
 RF0075  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 RF0075  DYNAMIC HT  -         139.079 (meters)     456.30  (feet)  COMP
 RF0075  MODELED GRAV-     980,716.0   (mgal)                       NAVD 88
 RF0075
 RF0075  VERT ORDER  -  SECOND    CLASS 0
 RF0075
 RF0075.The horizontal coordinates were scaled from a topographic map and have
 RF0075.an estimated accuracy of +/- 6 seconds.
 RF0075
 RF0075.The orthometric height was determined by differential leveling
 RF0075.and adjusted by the National Geodetic Survey in June 1991..
 RF0075
 RF0075.The geoid height was determined by GEOID03.
 RF0075
 RF0075.The dynamic height is computed by dividing the NAVD 88
 RF0075.geopotential number by the normal gravity value computed on the
 RF0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0075.degrees latitude (g = 980.6199 gals.).
 RF0075
 RF0075.The modeled gravity was interpolated from observed gravity values.
 RF0075
 RF0075;                    North         East    Units  Estimated Accuracy
 RF0075;SPC ME E     -   335,270.      331,170.      MT  (+/- 180 meters Scaled)
 RF0075
 RF0075                          SUPERSEDED SURVEY CONTROL
 RF0075
 RF0075  NGVD 29 (??/??/92)  139.252  (m)          456.86   (f) ADJ UNCH    2 0
 RF0075
 RF0075.Superseded values are not recommended for survey control.
 RF0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0075.See file dsdata.txt to determine how the superseded data were derived.
 RF0075
 RF0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM694703(NAD 83)
 RF0075_MARKER: DD = SURVEY DISK
 RF0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RF0075_STAMPING: R 53 1927
 RF0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0075+STABILITY: SURFACE MOTION
 RF0075
 RF0075  HISTORY     - Date     Condition        Report By
 RF0075  HISTORY     - 1927     MONUMENTED       USGS
 RF0075  HISTORY     - 1935     GOOD             NGS
 RF0075
 RF0075                          STATION DESCRIPTION
 RF0075
 RF0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RF0075'3.7 MI W FROM PRESQUE ISLE.
 RF0075'ABOUT 3.7 MILES WEST ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 RF0075'THE STATION AT PRESQUE ISLE, AROOSTOOK COUNTY, ABOUT 100 FEET
 RF0075'SOUTHEAST OF THE CENTER OF A CROSSING, AND 10 FEET SOUTH OF THE
 RF0075'CENTER LINE OF STATE HIGHWAY 163.  A UNITED STATES GEOLOGICAL
 RF0075'SURVEY STANDARD DISK, STAMPED R 53 1927 AND SET IN THE TOP OF A
 RF0075'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0091 ***********************************************************************
 RE0091  DESIGNATION -  R 55
 RE0091  PID         -  RE0091
 RE0091  STATE/COUNTY-  ME/AROOSTOOK
 RE0091  USGS QUAD   -  FORT FAIRFIELD (1984)
 RE0091
 RE0091                         *CURRENT SURVEY CONTROL
 RE0091  ___________________________________________________________________
 RE0091* NAD 83(1986)-  46 49 43.     (N)    067 48 43.     (W)     SCALED    
 RE0091* NAVD 88     -       170.583  (meters)     559.65   (feet)  ADJUSTED  
 RE0091  ___________________________________________________________________
 RE0091  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 RE0091  DYNAMIC HT  -         170.602 (meters)     559.72  (feet)  COMP
 RE0091  MODELED GRAV-     980,720.5   (mgal)                       NAVD 88
 RE0091
 RE0091  VERT ORDER  -  SECOND    CLASS 0
 RE0091
 RE0091.The horizontal coordinates were scaled from a topographic map and have
 RE0091.an estimated accuracy of +/- 6 seconds.
 RE0091
 RE0091.The orthometric height was determined by differential leveling
 RE0091.and adjusted by the National Geodetic Survey in June 1991..
 RE0091
 RE0091.The geoid height was determined by GEOID03.
 RE0091
 RE0091.The dynamic height is computed by dividing the NAVD 88
 RE0091.geopotential number by the normal gravity value computed on the
 RE0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0091.degrees latitude (g = 980.6199 gals.).
 RE0091
 RE0091.The modeled gravity was interpolated from observed gravity values.
 RE0091
 RE0091;                    North         East    Units  Estimated Accuracy
 RE0091;SPC ME E     -   351,600.      352,490.      MT  (+/- 180 meters Scaled)
 RE0091
 RE0091                          SUPERSEDED SURVEY CONTROL
 RE0091
 RE0091  NGVD 29 (??/??/92)  170.802  (m)          560.37   (f) ADJ UNCH    2 0
 RE0091
 RE0091.Superseded values are not recommended for survey control.
 RE0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0091.See file dsdata.txt to determine how the superseded data were derived.
 RE0091
 RE0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM906868(NAD 83)
 RE0091_MARKER: DB = BENCH MARK DISK
 RE0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RE0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RE0091_STAMPING: R 55 1935
 RE0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RE0091+STABILITY: SURFACE MOTION
 RE0091
 RE0091  HISTORY     - Date     Condition        Report By
 RE0091  HISTORY     - 1935     MONUMENTED       CGS
 RE0091  HISTORY     - 1952     MARK NOT FOUND   USGS
 RE0091
 RE0091                          STATION DESCRIPTION
 RE0091
 RE0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RE0091'4.6 MI N FROM FORT FAIRFIELD.
 RE0091'4.6 MILES NORTH ALONG STATE HIGHWAY 165 FROM THE POST OFFICE
 RE0091'AT FORT FAIRFIELD, AROOSTOOK COUNTY, 0.9 MILE SOUTH OF BLAISDELL
 RE0091'SCHOOL, 200 YARDS NORTH OF THE JUNCTION OF A ROAD LEADING
 RE0091'EAST, 170 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 RE0091'ONE-AND-ONE-HALF-STORY WHITE FARMHOUSE, 100 YARDS NORTH OF
 RE0091'THE CREST OF A HILL, 58 FEET SOUTHEAST OF A POLE, 34 FEET EAST
 RE0091'OF THE CENTER LINE OF THE HIGHWAY, AND 5 FEET WEST OF A WIRE
 RE0091'FENCE.  A STANDARD DISK, STAMPED R 55 1935 AND SET IN THE TOP
 RE0091'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 RE0091
 RE0091                          STATION RECOVERY (1952)
 RE0091
 RE0091'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 RE0091'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0086 ***********************************************************************
 RF0086  DESIGNATION -  R 56
 RF0086  PID         -  RF0086
 RF0086  STATE/COUNTY-  ME/AROOSTOOK
 RF0086  USGS QUAD   -  NEW SWEDEN (1978)
 RF0086
 RF0086                         *CURRENT SURVEY CONTROL
 RF0086  ___________________________________________________________________
 RF0086* NAD 83(1986)-  46 59 01.     (N)    068 00 43.     (W)     SCALED    
 RF0086* NAVD 88     -       170.570  (meters)     559.61   (feet)  ADJUSTED  
 RF0086  ___________________________________________________________________
 RF0086  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 RF0086  DYNAMIC HT  -         170.591 (meters)     559.68  (feet)  COMP
 RF0086  MODELED GRAV-     980,730.6   (mgal)                       NAVD 88
 RF0086
 RF0086  VERT ORDER  -  SECOND    CLASS 0
 RF0086
 RF0086.The horizontal coordinates were scaled from a topographic map and have
 RF0086.an estimated accuracy of +/- 6 seconds.
 RF0086
 RF0086.The orthometric height was determined by differential leveling
 RF0086.and adjusted by the National Geodetic Survey in June 1991..
 RF0086
 RF0086.The geoid height was determined by GEOID03.
 RF0086
 RF0086.The dynamic height is computed by dividing the NAVD 88
 RF0086.geopotential number by the normal gravity value computed on the
 RF0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0086.degrees latitude (g = 980.6199 gals.).
 RF0086
 RF0086.The modeled gravity was interpolated from observed gravity values.
 RF0086
 RF0086;                    North         East    Units  Estimated Accuracy
 RF0086;SPC ME E     -   368,720.      337,130.      MT  (+/- 180 meters Scaled)
 RF0086
 RF0086                          SUPERSEDED SURVEY CONTROL
 RF0086
 RF0086  NGVD 29 (??/??/92)  170.757  (m)          560.23   (f) ADJ UNCH    2 0
 RF0086
 RF0086.Superseded values are not recommended for survey control.
 RF0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0086.See file dsdata.txt to determine how the superseded data were derived.
 RF0086
 RF0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN751038(NAD 83)
 RF0086_MARKER: DB = BENCH MARK DISK
 RF0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RF0086_STAMPING: R 56 1935
 RF0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0086+STABILITY: SURFACE MOTION
 RF0086
 RF0086  HISTORY     - Date     Condition        Report By
 RF0086  HISTORY     - 1935     MONUMENTED       CGS
 RF0086  HISTORY     - 1953     MARK NOT FOUND   USGS
 RF0086
 RF0086                          STATION DESCRIPTION
 RF0086
 RF0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RF0086'9 MI SE FROM STOCKHOLM.
 RF0086'9.0 MILES SOUTHEAST ALONG THE ACADIA ROAD FROM THE CROSSING OF
 RF0086'MAIN STREET AND THE BANGOR AND AROOSTOOK RAILROAD AT STOCKHOLM,
 RF0086'AROOSTOOK COUNTY, ON THE KELLY SCHOOL ROAD, 1.0 MILE SOUTH OF
 RF0086'THE FIRST RIGHT-ANGLE TURN EAST OF THE JUNCTION OF U.S. HIGHWAY
 RF0086'1, 0.5 MILE SOUTH OF BELANGER SCHOOL, 0.2 MILE NORTH OF A ROAD
 RF0086'JUNCTION, 21 FEET EAST OF THE CENTER LINE OF THE KELLY SCHOOL
 RF0086'ROAD, AND 7.5 FEET NORTHEAST OF A WIRE-FENCE CORNER.  A STANDARD
 RF0086'DISK, STAMPED R 56 1935 AND SET IN THE TOP OF A CONCRETE POST
 RF0086'PROJECTING 5 INCHES ABOVE GROUND.
 RF0086
 RF0086                          STATION RECOVERY (1953)
 RF0086
 RF0086'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 RF0086'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0043 ***********************************************************************
 RF0043  DESIGNATION -  R 57
 RF0043  PID         -  RF0043
 RF0043  STATE/COUNTY-  ME/AROOSTOOK
 RF0043  USGS QUAD   -  WASHBURN (1984)
 RF0043
 RF0043                         *CURRENT SURVEY CONTROL
 RF0043  ___________________________________________________________________
 RF0043* NAD 83(1986)-  46 50 10.     (N)    068 11 20.     (W)     SCALED    
 RF0043* NAVD 88     -       191.433  (meters)     628.06   (feet)  ADJUSTED  
 RF0043  ___________________________________________________________________
 RF0043  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 RF0043  DYNAMIC HT  -         191.453 (meters)     628.13  (feet)  COMP
 RF0043  MODELED GRAV-     980,719.1   (mgal)                       NAVD 88
 RF0043
 RF0043  VERT ORDER  -  SECOND    CLASS 0
 RF0043
 RF0043.The horizontal coordinates were scaled from a topographic map and have
 RF0043.an estimated accuracy of +/- 6 seconds.
 RF0043
 RF0043.The orthometric height was determined by differential leveling
 RF0043.and adjusted by the National Geodetic Survey in June 1991..
 RF0043
 RF0043.The geoid height was determined by GEOID03.
 RF0043
 RF0043.The dynamic height is computed by dividing the NAVD 88
 RF0043.geopotential number by the normal gravity value computed on the
 RF0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0043.degrees latitude (g = 980.6199 gals.).
 RF0043
 RF0043.The modeled gravity was interpolated from observed gravity values.
 RF0043
 RF0043;                    North         East    Units  Estimated Accuracy
 RF0043;SPC ME E     -   352,250.      323,730.      MT  (+/- 180 meters Scaled)
 RF0043
 RF0043                          SUPERSEDED SURVEY CONTROL
 RF0043
 RF0043  NGVD 29 (??/??/92)  191.611  (m)          628.64   (f) ADJ UNCH    2 0
 RF0043
 RF0043.Superseded values are not recommended for survey control.
 RF0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0043.See file dsdata.txt to determine how the superseded data were derived.
 RF0043
 RF0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM618872(NAD 83)
 RF0043_MARKER: DB = BENCH MARK DISK
 RF0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RF0043_STAMPING: R 57 1935
 RF0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0043+STABILITY: SURFACE MOTION
 RF0043
 RF0043  HISTORY     - Date     Condition        Report By
 RF0043  HISTORY     - 1935     MONUMENTED       CGS
 RF0043  HISTORY     - 1951     MARK NOT FOUND   USGS
 RF0043
 RF0043                          STATION DESCRIPTION
 RF0043
 RF0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RF0043'0.9 MI SE FROM PERHAM.
 RF0043'ABOUT 0.9 MILE SOUTHEAST ALONG THE WASHBURN ROAD FROM THE BANGOR
 RF0043'AND AROOSTOOK RAILROAD STATION AT PERHAM, AROOSTOOK COUNTY, ABOUT
 RF0043'95 YARDS SOUTH OF THE PERHAM-WADE TOWN LINE, 25 FEET EAST OF THE
 RF0043'CENTER LINE OF THE ROAD, 4.8 FEET SOUTH OF A POLE, AND IN LINE
 RF0043'WITH A ROW OF POLES.  A STANDARD DISK, STAMPED R 57 1935 AND SET
 RF0043'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1/2 FOOT ABOVE
 RF0043'GROUND.
 RF0043
 RF0043                          STATION RECOVERY (1951)
 RF0043
 RF0043'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 RF0043'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0082 ***********************************************************************
 QG0082  DESIGNATION -  R 59
 QG0082  PID         -  QG0082
 QG0082  STATE/COUNTY-  ME/AROOSTOOK
 QG0082  USGS QUAD   -  REED POND (1988)
 QG0082
 QG0082                         *CURRENT SURVEY CONTROL
 QG0082  ___________________________________________________________________
 QG0082* NAD 83(1986)-  45 41 01.     (N)    068 11 08.     (W)     SCALED    
 QG0082* NAVD 88     -       159.352  (meters)     522.81   (feet)  ADJUSTED  
 QG0082  ___________________________________________________________________
 QG0082  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 QG0082  DYNAMIC HT  -         159.354 (meters)     522.81  (feet)  COMP
 QG0082  MODELED GRAV-     980,626.3   (mgal)                       NAVD 88
 QG0082
 QG0082  VERT ORDER  -  SECOND    CLASS 0
 QG0082
 QG0082.The horizontal coordinates were scaled from a topographic map and have
 QG0082.an estimated accuracy of +/- 6 seconds.
 QG0082
 QG0082.The orthometric height was determined by differential leveling
 QG0082.and adjusted by the National Geodetic Survey in June 1991..
 QG0082
 QG0082.The geoid height was determined by GEOID03.
 QG0082
 QG0082.The dynamic height is computed by dividing the NAVD 88
 QG0082.geopotential number by the normal gravity value computed on the
 QG0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0082.degrees latitude (g = 980.6199 gals.).
 QG0082
 QG0082.The modeled gravity was interpolated from observed gravity values.
 QG0082
 QG0082;                    North         East    Units  Estimated Accuracy
 QG0082;SPC ME E     -   224,160.      324,490.      MT  (+/- 180 meters Scaled)
 QG0082
 QG0082                          SUPERSEDED SURVEY CONTROL
 QG0082
 QG0082  NGVD 29 (??/??/92)  159.521  (m)          523.36   (f) ADJ UNCH    2 0
 QG0082
 QG0082.Superseded values are not recommended for survey control.
 QG0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0082.See file dsdata.txt to determine how the superseded data were derived.
 QG0082
 QG0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL634592(NAD 83)
 QG0082_MARKER: DB = BENCH MARK DISK
 QG0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0082_STAMPING: R 59 1935
 QG0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0082+STABILITY: SURFACE MOTION
 QG0082
 QG0082  HISTORY     - Date     Condition        Report By
 QG0082  HISTORY     - 1935     MONUMENTED       CGS
 QG0082  HISTORY     - 1978     MARK NOT FOUND   NGS
 QG0082  HISTORY     - 1978     MARK NOT FOUND   NGS
 QG0082  HISTORY     - 1978     MARK NOT FOUND   NGS
 QG0082
 QG0082                          STATION DESCRIPTION
 QG0082
 QG0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QG0082'5.1 MI NE FROM MACWAHOC.
 QG0082'5.1 MILES NORTHEAST ALONG U.S. HIGHWAY 2A FROM THE JUNCTION OF
 QG0082'U.S. HIGHWAY 2 AT MACWAHOC, AROOSTOOK COUNTY, 1.4 MILES SOUTHWEST
 QG0082'OF T1 R4-REED TOWN LINE, 36 FEET SOUTHWEST OF TELEPHONE POLE
 QG0082'403-930, AND 22 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 QG0082'A STANDARD DISK, STAMPED R 59 1935 AND SET IN THE TOP OF A CONCRETE
 QG0082'POST PROJECTING ABOUT 1/2 FOOT ABOVE GROUND.
 QG0082
 QG0082                          STATION RECOVERY (1978)
 QG0082
 QG0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0082'MARK SEARCHED FOR BUT NOT FOUND.
 QG0082
 QG0082                          STATION RECOVERY (1978)
 QG0082
 QG0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0082'MARK SEARCHED FOR BUT NOT FOUND.
 QG0082
 QG0082                          STATION RECOVERY (1978)
 QG0082
 QG0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0082'MARK SEARCHED FOR BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0172 ***********************************************************************
 PD0172  DESIGNATION -  R 6
 PD0172  PID         -  PD0172
 PD0172  STATE/COUNTY-  ME/WASHINGTON
 PD0172  USGS QUAD   -  PEMBROKE (1977)
 PD0172
 PD0172                         *CURRENT SURVEY CONTROL
 PD0172  ___________________________________________________________________
 PD0172* NAD 83(1986)-  44 54 09.     (N)    067 14 48.     (W)     SCALED    
 PD0172* NAVD 88     -        26.511  (meters)      86.98   (feet)  ADJUSTED  
 PD0172  ___________________________________________________________________
 PD0172  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 PD0172  DYNAMIC HT  -          26.510 (meters)      86.97  (feet)  COMP
 PD0172  MODELED GRAV-     980,603.5   (mgal)                       NAVD 88
 PD0172  OBS GRAVITY -     980,602.9   (mgal)                       GRAV_OBS
 PD0172
 PD0172  VERT ORDER  -  FIRST     CLASS II
 PD0172
 PD0172.The horizontal coordinates were scaled from a topographic map and have
 PD0172.an estimated accuracy of +/- 6 seconds.
 PD0172
 PD0172.The orthometric height was determined by differential leveling
 PD0172.and adjusted by the National Geodetic Survey in June 1991..
 PD0172.WARNING-Repeat measurements at this control monument indicate possible
 PD0172.vertical movement.
 PD0172
 PD0172.The geoid height was determined by GEOID03.
 PD0172
 PD0172.The dynamic height is computed by dividing the NAVD 88
 PD0172.geopotential number by the normal gravity value computed on the
 PD0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0172.degrees latitude (g = 980.6199 gals.).
 PD0172
 PD0172.The modeled gravity was interpolated from observed gravity values.
 PD0172.The observed gravity was obtained from relative gravimeter ties
 PD0172.to the IGSN71 gravity network.
 PD0172
 PD0172;                    North         East    Units  Estimated Accuracy
 PD0172;SPC ME E     -   138,070.      398,980.      MT  (+/- 180 meters Scaled)
 PD0172
 PD0172                          SUPERSEDED SURVEY CONTROL
 PD0172
 PD0172  NGVD 29 (??/??/92)   26.711  (m)           87.63   (f) ADJ UNCH    1 2
 PD0172
 PD0172.Superseded values are not recommended for survey control.
 PD0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0172.See file dsdata.txt to determine how the superseded data were derived.
 PD0172
 PD0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK384736(NAD 83)
 PD0172_MARKER: DB = BENCH MARK DISK
 PD0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PD0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PD0172_STAMPING: R 6 1927 87.424
 PD0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0172+STABILITY: SURFACE MOTION
 PD0172
 PD0172  HISTORY     - Date     Condition        Report By
 PD0172  HISTORY     - 1927     MONUMENTED       CGS
 PD0172  HISTORY     - 1966     GOOD             NGS
 PD0172  HISTORY     - 1978     GOOD             DMA
 PD0172
 PD0172                          STATION DESCRIPTION
 PD0172
 PD0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PD0172'AT DENNYSVILLE.
 PD0172'AT DENNYSVILLE, ABOUT 0.15 MILE NORTHEAST OF THE CROSSING OF
 PD0172'STATE HIGHWAY 86, 272 FEET NORTHEAST OF AND ACROSS THE TRACK
 PD0172'FROM THE EAST CORNER OF A RAILROAD TOOL AND MOTOR CAR SHED, 229
 PD0172'FEET NORTHEAST OF THE CENTER LINE OF A GRAVELED ROAD, 20.5 FEET
 PD0172'NORTHWEST OF THE NORTHWEST RAIL, 16 FEET WEST OF A SWITCH STAND,
 PD0172'3 FEET EAST OF A METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW
 PD0172'THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 PD0172'PROJECTING 0.7 FOOT.
 PD0172
 PD0172                          STATION RECOVERY (1978)
 PD0172
 PD0172'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PD0172'GRAVEL ROAD IS NOW BLACK TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0162 ***********************************************************************
 QF0162  DESIGNATION -  R 60
 QF0162  PID         -  QF0162
 QF0162  STATE/COUNTY-  ME/AROOSTOOK
 QF0162  USGS QUAD   -  HAYNESVILLE (1989)
 QF0162
 QF0162                         *CURRENT SURVEY CONTROL
 QF0162  ___________________________________________________________________
 QF0162* NAD 83(1986)-  45 48 09.     (N)    067 57 53.     (W)     SCALED    
 QF0162* NAVD 88     -       131.434  (meters)     431.21   (feet)  ADJUSTED  
 QF0162  ___________________________________________________________________
 QF0162  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 QF0162  DYNAMIC HT  -         131.438 (meters)     431.23  (feet)  COMP
 QF0162  MODELED GRAV-     980,646.6   (mgal)                       NAVD 88
 QF0162
 QF0162  VERT ORDER  -  SECOND    CLASS 0
 QF0162
 QF0162.The horizontal coordinates were scaled from a topographic map and have
 QF0162.an estimated accuracy of +/- 6 seconds.
 QF0162
 QF0162.The orthometric height was determined by differential leveling
 QF0162.and adjusted by the National Geodetic Survey in June 1991..
 QF0162
 QF0162.The geoid height was determined by GEOID03.
 QF0162
 QF0162.The dynamic height is computed by dividing the NAVD 88
 QF0162.geopotential number by the normal gravity value computed on the
 QF0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0162.degrees latitude (g = 980.6199 gals.).
 QF0162
 QF0162.The modeled gravity was interpolated from observed gravity values.
 QF0162
 QF0162;                    North         East    Units  Estimated Accuracy
 QF0162;SPC ME E     -   237,460.      341,610.      MT  (+/- 180 meters Scaled)
 QF0162
 QF0162                          SUPERSEDED SURVEY CONTROL
 QF0162
 QF0162  NGVD 29 (??/??/92)  131.605  (m)          431.77   (f) ADJ UNCH    2 0
 QF0162
 QF0162.Superseded values are not recommended for survey control.
 QF0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0162.See file dsdata.txt to determine how the superseded data were derived.
 QF0162
 QF0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL804726(NAD 83)
 QF0162_MARKER: DB = BENCH MARK DISK
 QF0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QF0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QF0162_STAMPING: R 60 1935
 QF0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0162+STABILITY: SURFACE MOTION
 QF0162
 QF0162  HISTORY     - Date     Condition        Report By
 QF0162  HISTORY     - 1935     MONUMENTED       CGS
 QF0162  HISTORY     - 1958     MARK NOT FOUND   USGS
 QF0162  HISTORY     - 19850522 MARK NOT FOUND   USPSQD
 QF0162
 QF0162                          STATION DESCRIPTION
 QF0162
 QF0162'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 QF0162'2.1 MI SE FROM HAYNESVILLE.
 QF0162'2.1 MILES SOUTHEAST ALONG THE WESTON ROAD FROM THE JUNCTION OF
 QF0162'U.S. HIGHWAY 2A AT HAYNESVILLE, AROOSTOOK COUNTY, 20 YARDS SOUTH
 QF0162'OF THE CREST OF A SMALL HILL, 50.5 FEET NORTH OF A TELEPHONE
 QF0162'POLE, AND 22 FEET WEST OF THE CENTERLINE OF THE ROAD.  A STANDARD
 QF0162'DISK, STAMPED R 60 1935 AND SET IN THE TOP OF A CONCRETE POST
 QF0162'PROJECTING 1 FOOT ABOVE GROUND.
 QF0162
 QF0162                          STATION RECOVERY (1985)
 QF0162
 QF0162'RECOVERY NOTE BY US POWER SQUADRON 1985 (WRM)
 QF0162'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0044 ***********************************************************************
 QG0044  DESIGNATION -  R 61 RESET 1975
 QG0044  PID         -  QG0044
 QG0044  STATE/COUNTY-  ME/AROOSTOOK
 QG0044  USGS QUAD   -  MOLUNKUS LAKE (1988)
 QG0044
 QG0044                         *CURRENT SURVEY CONTROL
 QG0044  ___________________________________________________________________
 QG0044* NAD 83(1986)-  45 44 23.     (N)    068 18 29.     (W)     SCALED    
 QG0044* NAVD 88     -       121.65   (+/-2cm)     399.1    (feet)  VERTCON   
 QG0044  ___________________________________________________________________
 QG0044  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 QG0044
 QG0044  VERT ORDER  -  THIRD (See Below)
 QG0044
 QG0044.The horizontal coordinates were scaled from a topographic map and have
 QG0044.an estimated accuracy of +/- 6 seconds.
 QG0044
 QG0044.The NAVD 88 height was computed by applying the VERTCON shift value to
 QG0044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QG0044.The vertical order pertains to the NGVD 29 superseded value.
 QG0044
 QG0044.The geoid height was determined by GEOID03.
 QG0044
 QG0044;                    North         East    Units  Estimated Accuracy
 QG0044;SPC ME E     -   230,370.      314,940.      MT  (+/- 180 meters Scaled)
 QG0044
 QG0044                          SUPERSEDED SURVEY CONTROL
 QG0044
 QG0044  NGVD 29 (??/??/??)  121.82   (m)          399.7    (f) RESET       3  
 QG0044
 QG0044.Superseded values are not recommended for survey control.
 QG0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0044.See file dsdata.txt to determine how the superseded data were derived.
 QG0044
 QG0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL538653(NAD 83)
 QG0044_MARKER: DB = BENCH MARK DISK
 QG0044_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QG0044_SP_SET: ABUTMENT
 QG0044_STAMPING: R 61 RESET 1975
 QG0044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG0044
 QG0044  HISTORY     - Date     Condition        Report By
 QG0044  HISTORY     - 1975     MONUMENTED       MEDT
 QG0044
 QG0044                          STATION DESCRIPTION
 QG0044
 QG0044'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 QG0044'4.1 MI SE FROM MONARDA.
 QG0044'4.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 3 FROM THE JUNCTION OF A
 QG0044'ROAD LEADING NORTHWEST TO BENEDICTA AT MONARDA, AROOSTOCK COUNTY,
 QG0044'8.2 MILES NORTH OF THE JUNCTION OF U.S. HIGHWAY 2A AT MACWAHOC,
 QG0044'1.4 MILES SOUTHWEST OF THE SILVER RIDGE-TIR 5 TOWN LINE, IN THE
 QG0044'TOP OF THE SOUTH ABUTMENT OF A BRIDGE OVER GULLIVER BROOK, AND
 QG0044'6 INCHES FROM THE WEST END OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0021 ***********************************************************************
 RF0021  DESIGNATION -  R 63
 RF0021  PID         -  RF0021
 RF0021  STATE/COUNTY-  ME/AROOSTOOK
 RF0021  USGS QUAD   -  NEW SWEDEN (1978)
 RF0021
 RF0021                         *CURRENT SURVEY CONTROL
 RF0021  ___________________________________________________________________
 RF0021* NAD 83(1986)-  46 53 53.     (N)    068 00 58.     (W)     SCALED    
 RF0021* NAVD 88     -       153.662  (meters)     504.14   (feet)  ADJUSTED  
 RF0021  ___________________________________________________________________
 RF0021  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 RF0021  DYNAMIC HT  -         153.680 (meters)     504.20  (feet)  COMP
 RF0021  MODELED GRAV-     980,727.9   (mgal)                       NAVD 88
 RF0021
 RF0021  VERT ORDER  -  SECOND    CLASS 0
 RF0021
 RF0021.The horizontal coordinates were scaled from a topographic map and have
 RF0021.an estimated accuracy of +/- 6 seconds.
 RF0021
 RF0021.The orthometric height was determined by differential leveling
 RF0021.and adjusted by the National Geodetic Survey in June 1991..
 RF0021
 RF0021.The geoid height was determined by GEOID03.
 RF0021
 RF0021.The dynamic height is computed by dividing the NAVD 88
 RF0021.geopotential number by the normal gravity value computed on the
 RF0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0021.degrees latitude (g = 980.6199 gals.).
 RF0021
 RF0021.The modeled gravity was interpolated from observed gravity values.
 RF0021
 RF0021;                    North         East    Units  Estimated Accuracy
 RF0021;SPC ME E     -   359,210.      336,870.      MT  (+/- 180 meters Scaled)
 RF0021
 RF0021                          SUPERSEDED SURVEY CONTROL
 RF0021
 RF0021  NGVD 29 (??/??/92)  153.84   (m)          504.7    (f) COMPUTED    2 0
 RF0021
 RF0021.Superseded values are not recommended for survey control.
 RF0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0021.See file dsdata.txt to determine how the superseded data were derived.
 RF0021
 RF0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM749943(NAD 83)
 RF0021_MARKER: DD = SURVEY DISK
 RF0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RF0021_STAMPING: MR 63 1927
 RF0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0021+STABILITY: SURFACE MOTION
 RF0021
 RF0021  HISTORY     - Date     Condition        Report By
 RF0021  HISTORY     - 1927     MONUMENTED       USGS
 RF0021  HISTORY     - 1933     GOOD             NGS
 RF0021
 RF0021                          STATION DESCRIPTION
 RF0021
 RF0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 RF0021'3.5 MI N FROM CARIBOU.
 RF0021'3.5 MI N BY B AND A RR ON OAKFIELD TO VAN BUREN DIVISION OF THE
 RF0021'BANGOR AND AROOSTOOK RAILROAD, AT BARRETTS SIDING, 20 YARDS
 RF0021'EAST OF INTERSECTION OF U.S. HIGHWAY 1 WITH RAILROAD, 25 YARDS
 RF0021'WEST OF MICHAUDS STORE, SET 2 YARDS ABOVE TRACK IN CONCRETE
 RF0021'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0022 ***********************************************************************
 RF0022  DESIGNATION -  R 63 USGS RESET 1936
 RF0022  PID         -  RF0022
 RF0022  STATE/COUNTY-  ME/AROOSTOOK
 RF0022  USGS QUAD   -  NEW SWEDEN (1978)
 RF0022
 RF0022                         *CURRENT SURVEY CONTROL
 RF0022  ___________________________________________________________________
 RF0022* NAD 83(1986)-  46 53 53.     (N)    068 00 58.     (W)     SCALED    
 RF0022* NAVD 88     -       153.90   (meters)     504.9    (feet)  RESET     
 RF0022  ___________________________________________________________________
 RF0022  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 RF0022
 RF0022  VERT ORDER  -  THIRD
 RF0022
 RF0022.The horizontal coordinates were scaled from a topographic map and have
 RF0022.an estimated accuracy of +/- 6 seconds.
 RF0022
 RF0022.The orthometric height was computed from unverified reset data.
 RF0022
 RF0022.The geoid height was determined by GEOID03.
 RF0022
 RF0022;                    North         East    Units  Estimated Accuracy
 RF0022;SPC ME E     -   359,210.      336,870.      MT  (+/- 180 meters Scaled)
 RF0022
 RF0022                          SUPERSEDED SURVEY CONTROL
 RF0022
 RF0022  NGVD 29 (??/??/??)  154.08   (m)          505.5    (f) RESET       3  
 RF0022
 RF0022.Superseded values are not recommended for survey control.
 RF0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0022.See file dsdata.txt to determine how the superseded data were derived.
 RF0022
 RF0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM749943(NAD 83)
 RF0022_MARKER: DD = SURVEY DISK
 RF0022_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RF0022_SP_SET: PIER
 RF0022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0022
 RF0022  HISTORY     - Date     Condition        Report By
 RF0022  HISTORY     - 1936     MONUMENTED       MEHD
 RF0022  HISTORY     - 1936     GOOD             NGS
 RF0022
 RF0022                          STATION DESCRIPTION
 RF0022
 RF0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 RF0022'3.5 MI N FROM CARIBOU.
 RF0022'ABOUT 3.5 MILES NORTH ALONG THE BANGOR AND AROOSTOOK RAILROAD
 RF0022'FROM CARIBOU, AT BARRETTS, SET IN THE BASE OF PIER AT THE
 RF0022'RAILROAD OVERPASS OVER U.S. HIGHWAY 1, IT IS IN THE SOUTHWEST
 RF0022'CORNER OF PIER NO. 1.  NOTE-- THE ORIGINAL BENCH MARK WAS LISTED
 RF0022'MR 63, U.S.G.S. DIRECTS THAT THE CORRECT DESIGNATION IS R 63.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0065 ***********************************************************************
 PD0065  DESIGNATION -  R 66
 PD0065  PID         -  PD0065
 PD0065  STATE/COUNTY-  ME/WASHINGTON
 PD0065  USGS QUAD   -  WHITING (1977)
 PD0065
 PD0065                         *CURRENT SURVEY CONTROL
 PD0065  ___________________________________________________________________
 PD0065* NAD 83(1986)-  44 45 11.     (N)    067 14 35.     (W)     SCALED    
 PD0065* NAVD 88     -        29.016  (meters)      95.20   (feet)  ADJUSTED  
 PD0065  ___________________________________________________________________
 PD0065  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 PD0065  DYNAMIC HT  -          29.015 (meters)      95.19  (feet)  COMP
 PD0065  MODELED GRAV-     980,591.8   (mgal)                       NAVD 88
 PD0065
 PD0065  VERT ORDER  -  SECOND    CLASS 0
 PD0065
 PD0065.The horizontal coordinates were scaled from a topographic map and have
 PD0065.an estimated accuracy of +/- 6 seconds.
 PD0065
 PD0065.The orthometric height was determined by differential leveling
 PD0065.and adjusted by the National Geodetic Survey in June 1991..
 PD0065
 PD0065.The geoid height was determined by GEOID03.
 PD0065
 PD0065.The dynamic height is computed by dividing the NAVD 88
 PD0065.geopotential number by the normal gravity value computed on the
 PD0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0065.degrees latitude (g = 980.6199 gals.).
 PD0065
 PD0065.The modeled gravity was interpolated from observed gravity values.
 PD0065
 PD0065;                    North         East    Units  Estimated Accuracy
 PD0065;SPC ME E     -   121,470.      399,520.      MT  (+/- 180 meters Scaled)
 PD0065
 PD0065                          SUPERSEDED SURVEY CONTROL
 PD0065
 PD0065  NGVD 29 (??/??/92)   29.227  (m)           95.89   (f) ADJ UNCH    2 0
 PD0065
 PD0065.Superseded values are not recommended for survey control.
 PD0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0065.See file dsdata.txt to determine how the superseded data were derived.
 PD0065
 PD0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK390570(NAD 83)
 PD0065_MARKER: DB = BENCH MARK DISK
 PD0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PD0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PD0065_STAMPING: R 66 1935
 PD0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0065+STABILITY: SURFACE MOTION
 PD0065
 PD0065  HISTORY     - Date     Condition        Report By
 PD0065  HISTORY     - 1935     MONUMENTED       CGS
 PD0065  HISTORY     - 1946     GOOD             NGS
 PD0065
 PD0065                          STATION DESCRIPTION
 PD0065
 PD0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PD0065'4.3 MI SW FROM WHITING.
 PD0065'4.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION
 PD0065'OF STATE HIGHWAY 189 AT WHITING, WASHINGTON COUNTY, ABOUT 1.1
 PD0065'MILES NORTHEAST OF INDIAN LAKE INN, AT THE MIDDLE OF A LONG
 PD0065'STRAIGHT STRETCH OF ROAD, AT A LOW BANK, AND 30 FEET NORTH OF
 PD0065'THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED R 66
 PD0065'1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1/2
 PD0065'FOOT ABOVE GROUND.
 PD0065
 PD0065                          STATION RECOVERY (1946)
 PD0065
 PD0065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 PD0065'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0079 ***********************************************************************
 PD0079  DESIGNATION -  R 67 RESET 1942
 PD0079  PID         -  PD0079
 PD0079  STATE/COUNTY-  ME/WASHINGTON
 PD0079  USGS QUAD   -  WEST LUBEC (1975)
 PD0079
 PD0079                         *CURRENT SURVEY CONTROL
 PD0079  ___________________________________________________________________
 PD0079* NAD 83(1986)-  44 46 30.     (N)    067 02 37.     (W)     SCALED    
 PD0079* NAVD 88     -        29.659  (meters)      97.31   (feet)  ADJUSTED  
 PD0079  ___________________________________________________________________
 PD0079  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 PD0079  DYNAMIC HT  -          29.659 (meters)      97.31  (feet)  COMP
 PD0079  MODELED GRAV-     980,623.8   (mgal)                       NAVD 88
 PD0079
 PD0079  VERT ORDER  -  FIRST     CLASS II
 PD0079
 PD0079.The horizontal coordinates were scaled from a topographic map and have
 PD0079.an estimated accuracy of +/- 6 seconds.
 PD0079
 PD0079.The orthometric height was determined by differential leveling
 PD0079.and adjusted by the National Geodetic Survey in June 1991..
 PD0079
 PD0079.The geoid height was determined by GEOID03.
 PD0079
 PD0079.The dynamic height is computed by dividing the NAVD 88
 PD0079.geopotential number by the normal gravity value computed on the
 PD0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0079.degrees latitude (g = 980.6199 gals.).
 PD0079
 PD0079.The modeled gravity was interpolated from observed gravity values.
 PD0079
 PD0079;                    North         East    Units  Estimated Accuracy
 PD0079;SPC ME E     -   124,170.      415,270.      MT  (+/- 180 meters Scaled)
 PD0079
 PD0079                          SUPERSEDED SURVEY CONTROL
 PD0079
 PD0079  NGVD 29 (??/??/92)   29.822  (m)           97.84   (f) ADJ UNCH    1 2
 PD0079
 PD0079.Superseded values are not recommended for survey control.
 PD0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0079.See file dsdata.txt to determine how the superseded data were derived.
 PD0079
 PD0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK547598(NAD 83)
 PD0079_MARKER: DB = BENCH MARK DISK
 PD0079_SETTING: 66 = SET IN ROCK OUTCROP
 PD0079_SP_SET: ROCK OUTCROP
 PD0079_STAMPING: R 67 1935 RESET 1942
 PD0079_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0079+STABILITY: POSITION/ELEVATION WELL
 PD0079
 PD0079  HISTORY     - Date     Condition        Report By
 PD0079  HISTORY     - 1942     MONUMENTED       CGS
 PD0079  HISTORY     - 1946     GOOD             NGS
 PD0079  HISTORY     - 1978     GOOD             NGS
 PD0079
 PD0079                          STATION DESCRIPTION
 PD0079
 PD0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PD0079'2 MI NE FROM SOUTH TRESCOTT.
 PD0079'2 MILES NORTHEAST ALONG ROADS LEADING TO SOUTH LUBEC FROM THE
 PD0079'SCHOOL AT SOUTH TRESCOTT, WASHINGTON COUNTY, AT A LARGE 2-STORY
 PD0079'HOUSE AND BARN NEAR A SHORT CURVE TO THE EAST, ABOUT 278 FEET
 PD0079'NORTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, ABOUT 138 FEET
 PD0079'NORTHEAST OF THE SOUTHEAST CORNER OF THE BARN, ABOUT 165 FEET
 PD0079'NORTH OF THE CENTER LINE OF THE ROAD, IN A 3-BY 3-FOOT ROCK
 PD0079'OUTCROP, ABOUT 0.6 FOOT ABOVE GROUND, AND ABOUT 8 FEET HIGHER
 PD0079'THAN THE ROAD.  A STANDARD DISK, STAMPED R 67 1935 RESET 1942.
 PD0079
 PD0079                          STATION RECOVERY (1946)
 PD0079
 PD0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 PD0079'RECOVERED IN GOOD CONDITION.
 PD0079
 PD0079                          STATION RECOVERY (1978)
 PD0079
 PD0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PD0079'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0109 ***********************************************************************
 PD0109  DESIGNATION -  R 68
 PD0109  PID         -  PD0109
 PD0109  STATE/COUNTY-  ME/WASHINGTON
 PD0109  USGS QUAD   -  MACHIAS BAY (1993)
 PD0109
 PD0109                         *CURRENT SURVEY CONTROL
 PD0109  ___________________________________________________________________
 PD0109* NAD 83(1986)-  44 41 51.     (N)    067 17 41.     (W)     SCALED    
 PD0109* NAVD 88     -        20.891  (meters)      68.54   (feet)  ADJUSTED  
 PD0109  ___________________________________________________________________
 PD0109  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 PD0109  DYNAMIC HT  -          20.891 (meters)      68.54  (feet)  COMP
 PD0109  MODELED GRAV-     980,604.3   (mgal)                       NAVD 88
 PD0109
 PD0109  VERT ORDER  -  FIRST     CLASS II
 PD0109
 PD0109.The horizontal coordinates were scaled from a topographic map and have
 PD0109.an estimated accuracy of +/- 6 seconds.
 PD0109
 PD0109.The orthometric height was determined by differential leveling
 PD0109.and adjusted by the National Geodetic Survey in June 1991..
 PD0109
 PD0109.The geoid height was determined by GEOID03.
 PD0109
 PD0109.The dynamic height is computed by dividing the NAVD 88
 PD0109.geopotential number by the normal gravity value computed on the
 PD0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0109.degrees latitude (g = 980.6199 gals.).
 PD0109
 PD0109.The modeled gravity was interpolated from observed gravity values.
 PD0109
 PD0109;                    North         East    Units  Estimated Accuracy
 PD0109;SPC ME E     -   115,240.      395,520.      MT  (+/- 180 meters Scaled)
 PD0109
 PD0109                          SUPERSEDED SURVEY CONTROL
 PD0109
 PD0109  NGVD 29 (??/??/92)   20.716  (m)           67.97   (f) ADJ UNCH    1 2
 PD0109
 PD0109.Superseded values are not recommended for survey control.
 PD0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0109.See file dsdata.txt to determine how the superseded data were derived.
 PD0109
 PD0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK351507(NAD 83)
 PD0109_MARKER: DB = BENCH MARK DISK
 PD0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PD0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PD0109_STAMPING: R 68 1935
 PD0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0109+STABILITY: SURFACE MOTION
 PD0109
 PD0109  HISTORY     - Date     Condition        Report By
 PD0109  HISTORY     - 1935     MONUMENTED       CGS
 PD0109  HISTORY     - 1946     GOOD             NGS
 PD0109  HISTORY     - 1978     GOOD             NGS
 PD0109
 PD0109                          STATION DESCRIPTION
 PD0109
 PD0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PD0109'6 MI NW FROM CUTLER.
 PD0109'6.0 MILES NORTHWEST ALONG STATE HIGHWAY 191 FROM THE POST OFFICE
 PD0109'AT CUTLER, WASHINGTON COUNTY, ABOUT 123 YARDS SOUTHEAST OF THE
 PD0109'POINT OF A CURVE TO THE NORTHEAST, AT A SHORT LEVEL STRETCH OF
 PD0109'ROAD, AND 30 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY.
 PD0109'A STANDARD DISK, STAMPED R 68 1935 AND SET IN THE TOP OF A
 PD0109'CONCRETE POST PROJECTING ABOUT 1/2 FOOT ABOVE GROUND.
 PD0109
 PD0109                          STATION RECOVERY (1946)
 PD0109
 PD0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 PD0109'RECOVERED IN GOOD CONDITION.
 PD0109
 PD0109                          STATION RECOVERY (1978)
 PD0109
 PD0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PD0109'ADD- 55.0 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 2 FEET
 PD0109'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0209 ***********************************************************************
 PE0209  DESIGNATION -  R 69
 PE0209  PID         -  PE0209
 PE0209  STATE/COUNTY-  ME/HANCOCK
 PE0209  USGS QUAD   -  WINTER HARBOR (1985)
 PE0209
 PE0209                         *CURRENT SURVEY CONTROL
 PE0209  ___________________________________________________________________
 PE0209* NAD 83(1986)-  44 29 00.     (N)    068 02 12.     (W)     SCALED    
 PE0209* NAVD 88     -         4.224  (meters)      13.86   (feet)  ADJUSTED  
 PE0209  ___________________________________________________________________
 PE0209  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 PE0209  DYNAMIC HT  -           4.224 (meters)      13.86  (feet)  COMP
 PE0209  MODELED GRAV-     980,581.9   (mgal)                       NAVD 88
 PE0209
 PE0209  VERT ORDER  -  SECOND    CLASS 0
 PE0209
 PE0209.The horizontal coordinates were scaled from a topographic map and have
 PE0209.an estimated accuracy of +/- 6 seconds.
 PE0209
 PE0209.The orthometric height was determined by differential leveling
 PE0209.and adjusted by the National Geodetic Survey in June 1991..
 PE0209.WARNING-Repeat measurements at this control monument indicate possible
 PE0209.vertical movement.
 PE0209
 PE0209.The geoid height was determined by GEOID03.
 PE0209
 PE0209.The dynamic height is computed by dividing the NAVD 88
 PE0209.geopotential number by the normal gravity value computed on the
 PE0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0209.degrees latitude (g = 980.6199 gals.).
 PE0209
 PE0209.The modeled gravity was interpolated from observed gravity values.
 PE0209
 PE0209;                    North         East    Units  Estimated Accuracy
 PE0209;SPC ME E     -    90,840.      336,860.      MT  (+/- 180 meters Scaled)
 PE0209
 PE0209                          SUPERSEDED SURVEY CONTROL
 PE0209
 PE0209  NGVD 29 (??/??/92)    4.424  (m)           14.51   (f) ADJ UNCH    2 0
 PE0209
 PE0209.Superseded values are not recommended for survey control.
 PE0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0209.See file dsdata.txt to determine how the superseded data were derived.
 PE0209
 PE0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK766260(NAD 83)
 PE0209_MARKER: DB = BENCH MARK DISK
 PE0209_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE0209_SP_SET: BRIDGE
 PE0209_STAMPING: R 69 1935
 PE0209_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0209
 PE0209  HISTORY     - Date     Condition        Report By
 PE0209  HISTORY     - 1935     MONUMENTED       CGS
 PE0209  HISTORY     - 1966     GOOD             NGS
 PE0209  HISTORY     - 1986     GOOD             USPSQD
 PE0209
 PE0209                          STATION DESCRIPTION
 PE0209
 PE0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0209'0.6 MI NE FROM GOULDSBORO.
 PE0209'0.15 MILE NORTH ALONG STATE HIGHWAY 186 FROM THE POST OFFICE AT
 PE0209'GOULDSBORO, THENCE 0.4 MILE NORTHEAST ALONG U.S. HIGHWAY 1, NEAR
 PE0209'THE JUNCTION OF A BLACK TOPPED ROAD LEADING NORTHWEST, SET ON
 PE0209'THE TOP OF THE NORTHWEST CONCRETE WING WALL OF A 16-FOOT BRIDGE
 PE0209'OVER WEST BAY STREAM, 50.5 FEET NORTHWEST OF THE CENTER LINE OF
 PE0209'THE HIGHWAY, 68 FEET NORTHEAST OF THE CENTER LINE OF THE BLACK
 PE0209'TOPPED ROAD AND ABOUT 6 FEET BELOW THE LEVEL OF U.S. HIGHWAY 1.
 PE0209
 PE0209                          STATION RECOVERY (1986)
 PE0209
 PE0209'RECOVERY NOTE BY US POWER SQUADRON 1986 (ELG)
 PE0209'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0273 ***********************************************************************
 PD0273  DESIGNATION -  R 7
 PD0273  PID         -  PD0273
 PD0273  STATE/COUNTY-  ME/WASHINGTON
 PD0273  USGS QUAD   -  CHERRYFIELD (1978)
 PD0273
 PD0273                         *CURRENT SURVEY CONTROL
 PD0273  ___________________________________________________________________
 PD0273* NAD 83(1986)-  44 34 44.     (N)    067 59 11.     (W)     SCALED    
 PD0273* NAVD 88     -        30.305  (meters)      99.43   (feet)  POSTED    
 PD0273  ___________________________________________________________________
 PD0273  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 PD0273  DYNAMIC HT  -          30.300 (meters)      99.41  (feet)  COMP
 PD0273  MODELED GRAV-     980,566.2   (mgal)                       NAVD 88
 PD0273
 PD0273  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 PD0273
 PD0273.The horizontal coordinates were scaled from a topographic map and have
 PD0273.an estimated accuracy of +/- 6 seconds.
 PD0273
 PD0273.The orthometric height was determined by differential leveling
 PD0273.and adjusted by the National Geodetic Survey in 1992..
 PD0273.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 PD0273.rate of 1.1 thru 2.0 mm/km.
 PD0273
 PD0273.The geoid height was determined by GEOID03.
 PD0273
 PD0273.The dynamic height is computed by dividing the NAVD 88
 PD0273.geopotential number by the normal gravity value computed on the
 PD0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0273.degrees latitude (g = 980.6199 gals.).
 PD0273
 PD0273.The modeled gravity was interpolated from observed gravity values.
 PD0273
 PD0273;                    North         East    Units  Estimated Accuracy
 PD0273;SPC ME E     -   101,480.      340,790.      MT  (+/- 180 meters Scaled)
 PD0273
 PD0273                          SUPERSEDED SURVEY CONTROL
 PD0273
 PD0273  NGVD 29 (??/??/92)   30.530  (m)          100.16   (f) ADJ UNCH    1 2
 PD0273
 PD0273.Superseded values are not recommended for survey control.
 PD0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0273.See file dsdata.txt to determine how the superseded data were derived.
 PD0273
 PD0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK804366(NAD 83)
 PD0273_MARKER: DB = BENCH MARK DISK
 PD0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PD0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PD0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0273+STABILITY: SURFACE MOTION
 PD0273
 PD0273  HISTORY     - Date     Condition        Report By
 PD0273  HISTORY     - UNK      MONUMENTED       CGS
 PD0273  HISTORY     - 1927     GOOD             NGS
 PD0273  HISTORY     - 1942     POOR             NGS
 PD0273
 PD0273                          STATION DESCRIPTION
 PD0273
 PD0273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1927
 PD0273'IN UNIONVILLE.
 PD0273'MAINE CENTRAL RAILROAD, 75 FEET EAST OF EAST END OF DEPOT, 33.0
 PD0273'FEET EAST OF CENTER OF ROAD, 9.6 FEET NORTH OF NORTH RAIL.
 PD0273
 PD0273                          STATION RECOVERY (1942)
 PD0273
 PD0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 PD0273'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0274 ***********************************************************************
 PD0274  DESIGNATION -  R 7 RESET 1942
 PD0274  PID         -  PD0274
 PD0274  STATE/COUNTY-  ME/WASHINGTON
 PD0274  USGS QUAD   -  CHERRYFIELD (1978)
 PD0274
 PD0274                         *CURRENT SURVEY CONTROL
 PD0274  ___________________________________________________________________
 PD0274* NAD 83(1986)-  44 34 44.     (N)    067 59 11.     (W)     SCALED    
 PD0274* NAVD 88     -        27.105  (meters)      88.93   (feet)  ADJUSTED  
 PD0274  ___________________________________________________________________
 PD0274  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 PD0274  DYNAMIC HT  -          27.103 (meters)      88.92  (feet)  COMP
 PD0274  MODELED GRAV-     980,566.2   (mgal)                       NAVD 88
 PD0274
 PD0274  VERT ORDER  -  FIRST     CLASS I
 PD0274
 PD0274.The horizontal coordinates were scaled from a topographic map and have
 PD0274.an estimated accuracy of +/- 6 seconds.
 PD0274
 PD0274.The orthometric height was determined by differential leveling
 PD0274.and adjusted by the National Geodetic Survey in June 1991..
 PD0274
 PD0274.The geoid height was determined by GEOID03.
 PD0274
 PD0274.The dynamic height is computed by dividing the NAVD 88
 PD0274.geopotential number by the normal gravity value computed on the
 PD0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0274.degrees latitude (g = 980.6199 gals.).
 PD0274
 PD0274.The modeled gravity was interpolated from observed gravity values.
 PD0274
 PD0274;                    North         East    Units  Estimated Accuracy
 PD0274;SPC ME E     -   101,480.      340,790.      MT  (+/- 180 meters Scaled)
 PD0274
 PD0274                          SUPERSEDED SURVEY CONTROL
 PD0274
 PD0274  NGVD 29 (??/??/92)   27.312  (m)           89.61   (f) ADJ UNCH    1 1
 PD0274
 PD0274.Superseded values are not recommended for survey control.
 PD0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0274.See file dsdata.txt to determine how the superseded data were derived.
 PD0274
 PD0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK804366(NAD 83)
 PD0274_MARKER: DB = BENCH MARK DISK
 PD0274_SETTING: 80 = SET IN A BOULDER
 PD0274_SP_SET: BOULDER
 PD0274_STAMPING: R 7 1927 RESET 1942
 PD0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0274+STABILITY: SURFACE MOTION
 PD0274
 PD0274  HISTORY     - Date     Condition        Report By
 PD0274  HISTORY     - 1942     MONUMENTED       CGS
 PD0274  HISTORY     - 1966     GOOD             NGS
 PD0274  HISTORY     - 1978     GOOD             DMA
 PD0274
 PD0274                          STATION DESCRIPTION
 PD0274
 PD0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PD0274'4.1 MI SW FROM CHERRYFIELD.
 PD0274'4.1 MILES SOUTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PD0274'STATION AT CHERRYFIELD, ABOUT 0.2 MILE EAST OF A BLACK TOPPED
 PD0274'ROAD CROSSING AT UNIONVILLE, 39 FEET NORTHWEST OF AND ACROSS THE
 PD0274'TRACK FROM MILEPOST P193/C77, IN THE TOP OF A BOULDER THAT THE
 PD0274'EXPOSED PORTION IS ABOUT 5-BY-8-FOOT AND PROJECTS 1 1/2 FEET,
 PD0274'18.0 FEET NORTH OF THE NORTH RAIL, AND ABOUT 6 FEET BELOW THE
 PD0274'LEVEL OF THE TRACK.  NOTE-- THE ELEVATION OF THIS MARK COULD
 PD0274'CHANGE AS THE BOULDER IS IN THE SIDE OF A FILL.
 PD0274
 PD0274                          STATION RECOVERY (1978)
 PD0274
 PD0274'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PD0274'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0200 ***********************************************************************
 PD0200  DESIGNATION -  R 75
 PD0200  PID         -  PD0200
 PD0200  STATE/COUNTY-  ME/WASHINGTON
 PD0200  USGS QUAD   -  MACHIAS (1977)
 PD0200
 PD0200                         *CURRENT SURVEY CONTROL
 PD0200  ___________________________________________________________________
 PD0200* NAD 83(1986)-  44 43 59.     (N)    067 28 36.     (W)     SCALED    
 PD0200* NAVD 88     -         9.727  (meters)      31.91   (feet)  ADJUSTED  
 PD0200  ___________________________________________________________________
 PD0200  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 PD0200  DYNAMIC HT  -           9.726 (meters)      31.91  (feet)  COMP
 PD0200  MODELED GRAV-     980,584.5   (mgal)                       NAVD 88
 PD0200
 PD0200  VERT ORDER  -  SECOND    CLASS 0
 PD0200
 PD0200.The horizontal coordinates were scaled from a topographic map and have
 PD0200.an estimated accuracy of +/- 6 seconds.
 PD0200
 PD0200.The orthometric height was determined by differential leveling
 PD0200.and adjusted by the National Geodetic Survey in June 1991..
 PD0200
 PD0200.The geoid height was determined by GEOID03.
 PD0200
 PD0200.The dynamic height is computed by dividing the NAVD 88
 PD0200.geopotential number by the normal gravity value computed on the
 PD0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0200.degrees latitude (g = 980.6199 gals.).
 PD0200
 PD0200.The modeled gravity was interpolated from observed gravity values.
 PD0200
 PD0200;                    North         East    Units  Estimated Accuracy
 PD0200;SPC ME E     -   118,990.      381,050.      MT  (+/- 180 meters Scaled)
 PD0200
 PD0200                          SUPERSEDED SURVEY CONTROL
 PD0200
 PD0200  NGVD 29 (??/??/92)    9.907  (m)           32.50   (f) ADJ UNCH    2 0
 PD0200
 PD0200.Superseded values are not recommended for survey control.
 PD0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0200.See file dsdata.txt to determine how the superseded data were derived.
 PD0200
 PD0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK206544(NAD 83)
 PD0200_MARKER: DB = BENCH MARK DISK
 PD0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PD0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PD0200_STAMPING: R 75 1935
 PD0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0200+STABILITY: SURFACE MOTION
 PD0200
 PD0200  HISTORY     - Date     Condition        Report By
 PD0200  HISTORY     - 1935     MONUMENTED       CGS
 PD0200  HISTORY     - 1946     GOOD             NGS
 PD0200
 PD0200                          STATION DESCRIPTION
 PD0200
 PD0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PD0200'1.5 MI NW FROM MACHIAS.
 PD0200'1.5 MILES NORTHWEST ALONG STATE HIGHWAY 192 FROM THE COUNTY
 PD0200'COURTHOUSE AT MACHIAS, WASHINGTON COUNTY, 125 YARDS NORTHEAST
 PD0200'OF A BRIDGE OVER A CREEK, 120 YARDS SOUTHWEST OF A CHURCH, 73
 PD0200'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND 20 FEET SOUTHEAST
 PD0200'OF THE CENTER LINE OF A ROAD LEADING EAST.  A STANDARD DISK,
 PD0200'STAMPED R 75 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PD0200'4 INCHES ABOVE GROUND.
 PD0200
 PD0200                          STATION RECOVERY (1946)
 PD0200
 PD0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 PD0200'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0118 ***********************************************************************
 PE0118  DESIGNATION -  R 76
 PE0118  PID         -  PE0118
 PE0118  STATE/COUNTY-  ME/HANCOCK
 PE0118  USGS QUAD   -  EASTBROOK (1981)
 PE0118
 PE0118                         *CURRENT SURVEY CONTROL
 PE0118  ___________________________________________________________________
 PE0118* NAD 83(1986)-  44 41 35.     (N)    068 18 29.     (W)     SCALED    
 PE0118* NAVD 88     -        85.717  (meters)     281.22   (feet)  ADJUSTED  
 PE0118  ___________________________________________________________________
 PE0118  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 PE0118  DYNAMIC HT  -          85.712 (meters)     281.21  (feet)  COMP
 PE0118  MODELED GRAV-     980,556.6   (mgal)                       NAVD 88
 PE0118
 PE0118  VERT ORDER  -  SECOND    CLASS 0
 PE0118
 PE0118.The horizontal coordinates were scaled from a topographic map and have
 PE0118.an estimated accuracy of +/- 6 seconds.
 PE0118
 PE0118.The orthometric height was determined by differential leveling
 PE0118.and adjusted by the National Geodetic Survey in June 1991..
 PE0118
 PE0118.The geoid height was determined by GEOID03.
 PE0118
 PE0118.The dynamic height is computed by dividing the NAVD 88
 PE0118.geopotential number by the normal gravity value computed on the
 PE0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0118.degrees latitude (g = 980.6199 gals.).
 PE0118
 PE0118.The modeled gravity was interpolated from observed gravity values.
 PE0118
 PE0118;                    North         East    Units  Estimated Accuracy
 PE0118;SPC ME E     -   114,050.      315,210.      MT  (+/- 180 meters Scaled)
 PE0118
 PE0118                          SUPERSEDED SURVEY CONTROL
 PE0118
 PE0118  NGVD 29 (??/??/92)   85.917  (m)          281.88   (f) ADJ UNCH    2 0
 PE0118
 PE0118.Superseded values are not recommended for survey control.
 PE0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0118.See file dsdata.txt to determine how the superseded data were derived.
 PE0118
 PE0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK548490(NAD 83)
 PE0118_MARKER: DB = BENCH MARK DISK
 PE0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0118_STAMPING: R 76 1935
 PE0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0118+STABILITY: SURFACE MOTION
 PE0118
 PE0118  HISTORY     - Date     Condition        Report By
 PE0118  HISTORY     - 1935     MONUMENTED       CGS
 PE0118  HISTORY     - 1953     GOOD             NGS
 PE0118  HISTORY     - 1987     GOOD             USPSQD
 PE0118
 PE0118                          STATION DESCRIPTION
 PE0118
 PE0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 PE0118'3 MI SE FROM WALTHAM.
 PE0118'1.0 MILE SOUTH ALONG STATE HIGHWAY 179 FROM THE TOWN HALL AT
 PE0118'WALTHAM, THENCE ABOUT 1.95 MILES SOUTHEAST ALONG STATE HIGHWAY
 PE0118'200, ABOUT 0.15 MILE SOUTHEAST OF AN I.G.A. STORE AND SERVICE
 PE0118'STATION, AT THE JUNCTION OF A DRIVE LEADING SOUTHWEST TO A
 PE0118'HOUSE WITH WHITE ASBESTOS SIDING AND A BARN WITH GREY ASBESTOS
 PE0118'SIDING, 22 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY, 59 FEET
 PE0118'SOUTHEAST OF CENTER LINE OF DRIVE, 37 FEET NORTHWEST OF A POWER
 PE0118'POLE WITH A TRANSFORMER AND A BRANCH LINE TO HOUSE, ABOUT 1
 PE0118'FOOT ABOVE LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE
 PE0118'POST PROJECTING 14 INCHES.  NOTE-- THE ORIGINAL DESCRIPTION STATES
 PE0118'THAT THE MARK PROJECTS ABOUT 1/2 FOOT.  POST APPEARS TO BE
 PE0118'FAIRLY SOLID AND IS NOT BROKEN BUT MAY HAVE BEEN PUSHED OUT OF
 PE0118'GROUND BY FROST ACTION AS IT NOW PROJECTS ABOUT 14 INCHES.
 PE0118'NOTE-- MARK IS ABOUT 2.45 MILES NORTHWEST ALONG STATE HIGHWAY
 PE0118'200 FROM THE BAPTIST CHURCH AT EASTBROOK.
 PE0118
 PE0118                          STATION RECOVERY (1987)
 PE0118
 PE0118'RECOVERY NOTE BY US POWER SQUADRON 1987 (ELG)
 PE0118'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0500 ***********************************************************************
 PE0500  DESIGNATION -  R 77
 PE0500  PID         -  PE0500
 PE0500  STATE/COUNTY-  ME/PENOBSCOT
 PE0500  USGS QUAD   -  CHEMO POND (1970)
 PE0500
 PE0500                         *CURRENT SURVEY CONTROL
 PE0500  ___________________________________________________________________
 PE0500* NAD 83(1986)-  44 47 40.     (N)    068 30 31.     (W)     SCALED    
 PE0500* NAVD 88     -       102.070  (meters)     334.87   (feet)  ADJUSTED  
 PE0500  ___________________________________________________________________
 PE0500  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 PE0500  DYNAMIC HT  -         102.063 (meters)     334.85  (feet)  COMP
 PE0500  MODELED GRAV-     980,555.8   (mgal)                       NAVD 88
 PE0500
 PE0500  VERT ORDER  -  SECOND    CLASS 0
 PE0500
 PE0500.The horizontal coordinates were scaled from a topographic map and have
 PE0500.an estimated accuracy of +/- 6 seconds.
 PE0500
 PE0500.The orthometric height was determined by differential leveling
 PE0500.and adjusted by the National Geodetic Survey in June 1991..
 PE0500
 PE0500.The geoid height was determined by GEOID03.
 PE0500
 PE0500.The dynamic height is computed by dividing the NAVD 88
 PE0500.geopotential number by the normal gravity value computed on the
 PE0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0500.degrees latitude (g = 980.6199 gals.).
 PE0500
 PE0500.The modeled gravity was interpolated from observed gravity values.
 PE0500
 PE0500;                    North         East    Units  Estimated Accuracy
 PE0500;SPC ME E     -   125,300.      299,320.      MT  (+/- 180 meters Scaled)
 PE0500
 PE0500                          SUPERSEDED SURVEY CONTROL
 PE0500
 PE0500  NGVD 29 (??/??/92)  102.266  (m)          335.52   (f) ADJ UNCH    2 0
 PE0500
 PE0500.Superseded values are not recommended for survey control.
 PE0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0500.See file dsdata.txt to determine how the superseded data were derived.
 PE0500
 PE0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK388602(NAD 83)
 PE0500_MARKER: DB = BENCH MARK DISK
 PE0500_SETTING: 80 = SET IN A BOULDER
 PE0500_SP_SET: BOULDER
 PE0500_STAMPING: R 77 1935
 PE0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0500+STABILITY: SURFACE MOTION
 PE0500
 PE0500  HISTORY     - Date     Condition        Report By
 PE0500  HISTORY     - 1935     MONUMENTED       CGS
 PE0500  HISTORY     - 1953     GOOD             NGS
 PE0500
 PE0500                          STATION DESCRIPTION
 PE0500
 PE0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 PE0500'2 MI SE FROM CLIFTON.
 PE0500'2.05 MILES SOUTHEAST ALONG STATE HIGHWAY 180 FROM THE JUNCTION
 PE0500'OF STATE HIGHWAY 9 AT CLIFTON, ABOUT 0.4 MILE SOUTHEAST OF
 PE0500'MAPLEWOOD CEMETERY, AT THE EAST EDGE OF A LARGE CLEARING WITH
 PE0500'SCATTERED SURFACE BOULDERS, IN THE TOP AND 4 FEET SOUTH OF THE
 PE0500'HIGHEST POINT OF A 6 BY 10-FOOT BOULDER PROJECTING ABOUT 4 FEET
 PE0500'ABOVE GROUND, 2 FEET NORTH OF SOUTH EDGE OF BOULDER, 83 FEET
 PE0500'NORTH OF CENTER LINE AND ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0119 ***********************************************************************
 QF0119  DESIGNATION -  R 78
 QF0119  PID         -  QF0119
 QF0119  STATE/COUNTY-  ME/WASHINGTON
 QF0119  USGS QUAD   -  DILL HILL (1988)
 QF0119
 QF0119                         *CURRENT SURVEY CONTROL
 QF0119  ___________________________________________________________________
 QF0119* NAD 83(1986)-  45 24 21.     (N)    067 55 11.     (W)     SCALED    
 QF0119* NAVD 88     -       161.884  (meters)     531.11   (feet)  ADJUSTED  
 QF0119  ___________________________________________________________________
 QF0119  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 QF0119  DYNAMIC HT  -         161.881 (meters)     531.10  (feet)  COMP
 QF0119  MODELED GRAV-     980,594.9   (mgal)                       NAVD 88
 QF0119
 QF0119  VERT ORDER  -  SECOND    CLASS 0
 QF0119
 QF0119.The horizontal coordinates were scaled from a topographic map and have
 QF0119.an estimated accuracy of +/- 6 seconds.
 QF0119
 QF0119.The orthometric height was determined by differential leveling
 QF0119.and adjusted by the National Geodetic Survey in June 1991..
 QF0119
 QF0119.The geoid height was determined by GEOID03.
 QF0119
 QF0119.The dynamic height is computed by dividing the NAVD 88
 QF0119.geopotential number by the normal gravity value computed on the
 QF0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0119.degrees latitude (g = 980.6199 gals.).
 QF0119
 QF0119.The modeled gravity was interpolated from observed gravity values.
 QF0119
 QF0119;                    North         East    Units  Estimated Accuracy
 QF0119;SPC ME E     -   193,410.      345,420.      MT  (+/- 180 meters Scaled)
 QF0119
 QF0119                          SUPERSEDED SURVEY CONTROL
 QF0119
 QF0119  NGVD 29 (??/??/92)  162.074  (m)          531.74   (f) ADJ UNCH    2 0
 QF0119
 QF0119.Superseded values are not recommended for survey control.
 QF0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0119.See file dsdata.txt to determine how the superseded data were derived.
 QF0119
 QF0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL845286(NAD 83)
 QF0119_MARKER: DB = BENCH MARK DISK
 QF0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QF0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QF0119_STAMPING: R 78 1935
 QF0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0119+STABILITY: SURFACE MOTION
 QF0119
 QF0119  HISTORY     - Date     Condition        Report By
 QF0119  HISTORY     - 1935     MONUMENTED       CGS
 QF0119
 QF0119                          STATION DESCRIPTION
 QF0119
 QF0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QF0119'0.6 MI E FROM CARROLL.
 QF0119'IN WASHINGTON COUNTY, 6.0 MILES EAST ALONG STATE HIGHWAY 16 FROM
 QF0119'THE GENERAL STORE AT CARROLL, PENOBSCOT COUNTY, AT THE EDGE OF A
 QF0119'HILL, NEAR A CUT, 72 FEET EAST OF THE EAST END OF A GUARD FENCE,
 QF0119'52 FEET WEST OF A SMALL CEMETERY, AND 27 FEET SOUTH OF THE CENTER
 QF0119'LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED R 78 1935 AND SET
 QF0119'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0403 ***********************************************************************
 PE0403  DESIGNATION -  R 8
 PE0403  PID         -  PE0403
 PE0403  STATE/COUNTY-  ME/PENOBSCOT
 PE0403  USGS QUAD   -  VEAZIE (1988)
 PE0403
 PE0403                         *CURRENT SURVEY CONTROL
 PE0403  ___________________________________________________________________
 PE0403* NAD 83(1986)-  44 45 50.     (N)    068 39 41.     (W)     SCALED    
 PE0403* NAVD 88     -        51.204  (meters)     167.99   (feet)  ADJUSTED  
 PE0403  ___________________________________________________________________
 PE0403  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 PE0403  DYNAMIC HT  -          51.202 (meters)     167.99  (feet)  COMP
 PE0403  MODELED GRAV-     980,571.8   (mgal)                       NAVD 88
 PE0403  OBS GRAVITY -     980,570.9   (mgal)                       GRAV_OBS
 PE0403
 PE0403  VERT ORDER  -  FIRST     CLASS I
 PE0403
 PE0403.The horizontal coordinates were scaled from a topographic map and have
 PE0403.an estimated accuracy of +/- 6 seconds.
 PE0403
 PE0403.The orthometric height was determined by differential leveling
 PE0403.and adjusted by the National Geodetic Survey in June 1991..
 PE0403
 PE0403.The geoid height was determined by GEOID03.
 PE0403
 PE0403.The dynamic height is computed by dividing the NAVD 88
 PE0403.geopotential number by the normal gravity value computed on the
 PE0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0403.degrees latitude (g = 980.6199 gals.).
 PE0403
 PE0403.The modeled gravity was interpolated from observed gravity values.
 PE0403.The observed gravity was obtained from relative gravimeter ties
 PE0403.to the IGSN71 gravity network.
 PE0403
 PE0403;                    North         East    Units  Estimated Accuracy
 PE0403;SPC ME E     -   121,920.      287,220.      MT  (+/- 180 meters Scaled)
 PE0403
 PE0403                          SUPERSEDED SURVEY CONTROL
 PE0403
 PE0403  NGVD 29 (??/??/92)   51.413  (m)          168.68   (f) ADJ UNCH    1 1
 PE0403
 PE0403.Superseded values are not recommended for survey control.
 PE0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0403.See file dsdata.txt to determine how the superseded data were derived.
 PE0403
 PE0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK267567(NAD 83)
 PE0403_MARKER: DB = BENCH MARK DISK
 PE0403_SETTING: 66 = SET IN ROCK OUTCROP
 PE0403_SP_SET: ROCK LEDGE
 PE0403_STAMPING: R 8 1927 168.681
 PE0403_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0403+STABILITY: POSITION/ELEVATION WELL
 PE0403
 PE0403  HISTORY     - Date     Condition        Report By
 PE0403  HISTORY     - 1927     MONUMENTED       CGS
 PE0403  HISTORY     - 1966     GOOD             NGS
 PE0403  HISTORY     - 1978     GOOD             DMA
 PE0403  HISTORY     - 1985     GOOD             USPSQD
 PE0403
 PE0403                          STATION DESCRIPTION
 PE0403
 PE0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0403'2.8 MI NW FROM EAST HOLDEN.
 PE0403'2.8 MILES NORTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE0403'CROSSING OF STATE HIGHWAY 46 AT EAST HOLDEN, ABOUT 0.15 MILE
 PE0403'NORTHWEST OF MILEPOST P145/C125, ABOUT 6 1/2 RAILS NORTH OF
 PE0403'THE CENTER OF A GRAVELED ROAD CROSSING, IN THE TOP NEAR THE
 PE0403'HIGHEST POINT OF A ROCK LEDGE THAT IS ABOUT 3 1/2-BY-15-FOOT
 PE0403'AND PROJECTS 3 1/2 FEET, 23.5 FEET EAST OF THE EAST RAIL, AND
 PE0403'ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE TRACK.
 PE0403
 PE0403                          STATION RECOVERY (1978)
 PE0403
 PE0403'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PE0403'RECOVERED IN GOOD CONDITION.
 PE0403
 PE0403                          STATION RECOVERY (1985)
 PE0403
 PE0403'RECOVERY NOTE BY US POWER SQUADRON 1985
 PE0403'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0540 ***********************************************************************
 QG0540  DESIGNATION -  R 80
 QG0540  PID         -  QG0540
 QG0540  STATE/COUNTY-  ME/PISCATAQUIS
 QG0540  USGS QUAD   -  ABOL POND (1988)
 QG0540
 QG0540                         *CURRENT SURVEY CONTROL
 QG0540  ___________________________________________________________________
 QG0540* NAD 83(1986)-  45 48 16.     (N)    068 53 58.     (W)     SCALED    
 QG0540* NAVD 88     -       174.494  (meters)     572.49   (feet)  ADJUSTED  
 QG0540  ___________________________________________________________________
 QG0540  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 QG0540  DYNAMIC HT  -         174.495 (meters)     572.49  (feet)  COMP
 QG0540  MODELED GRAV-     980,617.8   (mgal)                       NAVD 88
 QG0540
 QG0540  VERT ORDER  -  SECOND    CLASS 0
 QG0540
 QG0540.The horizontal coordinates were scaled from a topographic map and have
 QG0540.an estimated accuracy of +/- 6 seconds.
 QG0540
 QG0540.The orthometric height was determined by differential leveling
 QG0540.and adjusted by the National Geodetic Survey in June 1991..
 QG0540
 QG0540.The geoid height was determined by GEOID03.
 QG0540
 QG0540.The dynamic height is computed by dividing the NAVD 88
 QG0540.geopotential number by the normal gravity value computed on the
 QG0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0540.degrees latitude (g = 980.6199 gals.).
 QG0540
 QG0540.The modeled gravity was interpolated from observed gravity values.
 QG0540
 QG0540;                    North         East    Units  Estimated Accuracy
 QG0540;SPC ME E     -   237,620.      268,950.      MT  (+/- 180 meters Scaled)
 QG0540
 QG0540                          SUPERSEDED SURVEY CONTROL
 QG0540
 QG0540  NGVD 29 (??/??/92)  174.654  (m)          573.01   (f) ADJ UNCH    2 0
 QG0540
 QG0540.Superseded values are not recommended for survey control.
 QG0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0540.See file dsdata.txt to determine how the superseded data were derived.
 QG0540
 QG0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL078723(NAD 83)
 QG0540_MARKER: DB = BENCH MARK DISK
 QG0540_SETTING: 80 = SET IN A BOULDER
 QG0540_SP_SET: BOULDER
 QG0540_STAMPING: R 80 1942
 QG0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0540+STABILITY: SURFACE MOTION
 QG0540
 QG0540  HISTORY     - Date     Condition        Report By
 QG0540  HISTORY     - 1942     MONUMENTED       CGS
 QG0540
 QG0540                          STATION DESCRIPTION
 QG0540
 QG0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0540'14.9 MI NW FROM MILLINOCKET.
 QG0540'IN PISCATAQUIS COUNTY, 14.9 MILES NORTHWEST ALONG THE BAXTER STATE
 QG0540'PARK ROAD FROM THE BANGOR AND AROOSTOOK RAILROAD STATION AT
 QG0540'MILLINOCKET, PENOBSCOT COUNTY, 0.2 MILE SOUTH OF THE JUNCTION OF A
 QG0540'ROAD LEADING TO THE TOGUE POND CAMPS, 100 FEET SOUTH OF THE CREST
 QG0540'OF A SMALL HILL, 33 FEET EAST OF THE CENTER LINE OF THE ROAD, 4
 QG0540'FEET SOUTHWEST OF A LONE PINE TREE, IN THE TOP OF THE SOUTHWEST
 QG0540'CORNER OF A 7- BY 12-FOOT GRANITE BOULDER, AND ABOUT 3 FEET HIGHER
 QG0540'THAN THE ROAD.  A STANDARD DISK, STAMPED R 80 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0670 ***********************************************************************
 QG0670  DESIGNATION -  R 81
 QG0670  PID         -  QG0670
 QG0670  STATE/COUNTY-  ME/PISCATAQUIS
 QG0670  USGS QUAD   -  HARRINGTON LAKE (1988)
 QG0670
 QG0670                         *CURRENT SURVEY CONTROL
 QG0670  ___________________________________________________________________
 QG0670* NAD 83(1986)-  45 57 26.     (N)    069 08 56.     (W)     SCALED    
 QG0670* NAVD 88     -       375.130  (meters)    1230.74   (feet)  ADJUSTED  
 QG0670  ___________________________________________________________________
 QG0670  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 QG0670  DYNAMIC HT  -         375.137 (meters)    1230.76  (feet)  COMP
 QG0670  MODELED GRAV-     980,620.2   (mgal)                       NAVD 88
 QG0670
 QG0670  VERT ORDER  -  SECOND    CLASS 0
 QG0670
 QG0670.The horizontal coordinates were scaled from a topographic map and have
 QG0670.an estimated accuracy of +/- 6 seconds.
 QG0670
 QG0670.The orthometric height was determined by differential leveling
 QG0670.and adjusted by the National Geodetic Survey in June 1991..
 QG0670
 QG0670.The geoid height was determined by GEOID03.
 QG0670
 QG0670.The dynamic height is computed by dividing the NAVD 88
 QG0670.geopotential number by the normal gravity value computed on the
 QG0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0670.degrees latitude (g = 980.6199 gals.).
 QG0670
 QG0670.The modeled gravity was interpolated from observed gravity values.
 QG0670
 QG0670;                    North         East    Units  Estimated Accuracy
 QG0670;SPC ME E     -   254,720.      249,700.      MT  (+/- 180 meters Scaled)
 QG0670
 QG0670                          SUPERSEDED SURVEY CONTROL
 QG0670
 QG0670  NGVD 29 (??/??/92)  375.288  (m)         1231.26   (f) ADJ UNCH    2 0
 QG0670
 QG0670.Superseded values are not recommended for survey control.
 QG0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0670.See file dsdata.txt to determine how the superseded data were derived.
 QG0670
 QG0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL884893(NAD 83)
 QG0670_MARKER: DB = BENCH MARK DISK
 QG0670_SETTING: 80 = SET IN A BOULDER
 QG0670_SP_SET: BOULDER
 QG0670_STAMPING: R 81 1942
 QG0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0670+STABILITY: SURFACE MOTION
 QG0670
 QG0670  HISTORY     - Date     Condition        Report By
 QG0670  HISTORY     - 1942     MONUMENTED       CGS
 QG0670  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 QG0670
 QG0670                          STATION DESCRIPTION
 QG0670
 QG0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0670'37.3 MI NW FROM MILLINOCKET.
 QG0670'IN PISCATAQUIS COUNTY, 37.3 MILES NORTHWEST OF MILLINOCKET,
 QG0670'PENOBSCOT COUNTY.  THIS BENCH MARK MAY BE REACHED FROM THE BANGOR
 QG0670'AND AROOSTOOK RAILROAD STATION BY GOING 24.2 MILES NORTHWEST ALONG
 QG0670'THE BAXTER STATE PARK ROAD TO THE KATAHDIN STREAM RANGER STATION,
 QG0670'THENCE 9.0 MILES NORTHWEST PAST THE RANGER STATION TO THE JUNCTION
 QG0670'OF THE CAMP PHOENIX ROAD, AND THENCE 4.1 MILES WEST ALONG THE
 QG0670'ROAD TO RIPOGENUS DAM.  IT IS 18 FEET SOUTH OF THE CENTER LINE
 QG0670'OF THE ROAD, 10 FEET NORTH OF A POLE, 1.5 FEET SOUTHWEST OF THE
 QG0670'ANCHOR BOLT, IN THE TOP OF A LARGE BOULDER WITH A TELEPHONE-LINE
 QG0670'GUY WIRE ATTACHED, AND LEVEL WITH THE ROAD.  A STANDARD DISK,
 QG0670'STAMPED R 81 1942.
 QG0670
 QG0670                          STATION RECOVERY (1984)
 QG0670
 QG0670'RECOVERY NOTE BY US POWER SQUADRON 1984 (RPS)
 QG0670'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0235 ***********************************************************************
 QG0235  DESIGNATION -  R 82
 QG0235  PID         -  QG0235
 QG0235  STATE/COUNTY-  ME/PENOBSCOT
 QG0235  USGS QUAD   -  BOWERS MOUNTAIN (1988)
 QG0235
 QG0235                         *CURRENT SURVEY CONTROL
 QG0235  ___________________________________________________________________
 QG0235* NAD 83(1986)-  45 29 36.     (N)    068 07 08.     (W)     SCALED    
 QG0235* NAVD 88     -       104.212  (meters)     341.90   (feet)  ADJUSTED  
 QG0235  ___________________________________________________________________
 QG0235  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 QG0235  DYNAMIC HT  -         104.213 (meters)     341.91  (feet)  COMP
 QG0235  MODELED GRAV-     980,625.7   (mgal)                       NAVD 88
 QG0235
 QG0235  VERT ORDER  -  SECOND    CLASS 0
 QG0235
 QG0235.The horizontal coordinates were scaled from a topographic map and have
 QG0235.an estimated accuracy of +/- 6 seconds.
 QG0235
 QG0235.The orthometric height was determined by differential leveling
 QG0235.and adjusted by the National Geodetic Survey in June 1991..
 QG0235
 QG0235.The geoid height was determined by GEOID03.
 QG0235
 QG0235.The dynamic height is computed by dividing the NAVD 88
 QG0235.geopotential number by the normal gravity value computed on the
 QG0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0235.degrees latitude (g = 980.6199 gals.).
 QG0235
 QG0235.The modeled gravity was interpolated from observed gravity values.
 QG0235
 QG0235;                    North         East    Units  Estimated Accuracy
 QG0235;SPC ME E     -   203,040.      329,790.      MT  (+/- 180 meters Scaled)
 QG0235
 QG0235                          SUPERSEDED SURVEY CONTROL
 QG0235
 QG0235  NGVD 29 (??/??/92)  104.399  (m)          342.52   (f) ADJ UNCH    2 0
 QG0235
 QG0235.Superseded values are not recommended for survey control.
 QG0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0235.See file dsdata.txt to determine how the superseded data were derived.
 QG0235
 QG0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL688381(NAD 83)
 QG0235_MARKER: DB = BENCH MARK DISK
 QG0235_SETTING: 80 = SET IN A BOULDER
 QG0235_SP_SET: BOULDER
 QG0235_STAMPING: R 82 1942
 QG0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0235+STABILITY: SURFACE MOTION
 QG0235
 QG0235  HISTORY     - Date     Condition        Report By
 QG0235  HISTORY     - 1942     MONUMENTED       CGS
 QG0235
 QG0235                          STATION DESCRIPTION
 QG0235
 QG0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0235'6.5 MI SE FROM KINGMAN.
 QG0235'6.5 MILES SOUTHEAST ALONG STATE HIGHWAY 170 FROM THE MAINE
 QG0235'CENTRAL RAILROAD STATION AT KINGMAN, PENOBSCOT COUNTY, AT THE
 QG0235'JUNCTION OF A ROAD LEADING TO THOMPSON CORNERS, 108 FEET SOUTHEAST
 QG0235'OF THE CENTER OF THE JUNCTION, 39 FEET SOUTHWEST OF THE THOMPSON
 QG0235'CORNERS ROAD, IN THE TOP OF A 6-FOOT BOULDER PROJECTING 2 FEET
 QG0235'ABOVE THE GROUND, AND LEVEL WITH THE THOMPSON CORNERS ROAD.  A
 QG0235'STANDARD DISK, STAMPED R 82 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0378 ***********************************************************************
 QG0378  DESIGNATION -  R 83
 QG0378  PID         -  QG0378
 QG0378  STATE/COUNTY-  ME/PENOBSCOT
 QG0378  USGS QUAD   -  LAGRANGE (1983)
 QG0378
 QG0378                         *CURRENT SURVEY CONTROL
 QG0378  ___________________________________________________________________
 QG0378* NAD 83(1986)-  45 13 59.     (N)    068 45 20.     (W)     SCALED    
 QG0378* NAVD 88     -       111.879  (meters)     367.06   (feet)  ADJUSTED  
 QG0378  ___________________________________________________________________
 QG0378  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 QG0378  DYNAMIC HT  -         111.878 (meters)     367.05  (feet)  COMP
 QG0378  MODELED GRAV-     980,600.4   (mgal)                       NAVD 88
 QG0378
 QG0378  VERT ORDER  -  SECOND    CLASS 0
 QG0378
 QG0378.The horizontal coordinates were scaled from a topographic map and have
 QG0378.an estimated accuracy of +/- 6 seconds.
 QG0378
 QG0378.The orthometric height was determined by differential leveling
 QG0378.and adjusted by the National Geodetic Survey in June 1991..
 QG0378
 QG0378.The geoid height was determined by GEOID03.
 QG0378
 QG0378.The dynamic height is computed by dividing the NAVD 88
 QG0378.geopotential number by the normal gravity value computed on the
 QG0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0378.degrees latitude (g = 980.6199 gals.).
 QG0378
 QG0378.The modeled gravity was interpolated from observed gravity values.
 QG0378
 QG0378;                    North         East    Units  Estimated Accuracy
 QG0378;SPC ME E     -   174,070.      279,930.      MT  (+/- 180 meters Scaled)
 QG0378
 QG0378                          SUPERSEDED SURVEY CONTROL
 QG0378
 QG0378  NGVD 29 (??/??/92)  112.079  (m)          367.71   (f) ADJ UNCH    2 0
 QG0378
 QG0378.Superseded values are not recommended for survey control.
 QG0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0378.See file dsdata.txt to determine how the superseded data were derived.
 QG0378
 QG0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL191088(NAD 83)
 QG0378_MARKER: DB = BENCH MARK DISK
 QG0378_SETTING: 80 = SET IN A BOULDER
 QG0378_SP_SET: BOULDER
 QG0378_STAMPING: R 83 1942
 QG0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0378+STABILITY: SURFACE MOTION
 QG0378
 QG0378  HISTORY     - Date     Condition        Report By
 QG0378  HISTORY     - 1942     MONUMENTED       CGS
 QG0378
 QG0378                          STATION DESCRIPTION
 QG0378
 QG0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0378'4.7 MI W FROM HOWLAND.
 QG0378'4.7 MILES WEST ALONG STATE HIGHWAY 11 FROM THE INTERSECTION OF
 QG0378'STATE HIGHWAY 16 AT HOWLAND, PENOBSCOT COUNTY, ABOUT 0.9 MILE
 QG0378'EAST OF THE JUNCTION OF A GRAVEL ROAD LEADING NORTHEAST, ABOUT
 QG0378'250 FEET WEST OF THE JUNCTION OF A TRACK ROAD LEADING SOUTH,
 QG0378'25 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF
 QG0378'A 4- BY 6-FOOT GRANITE BOULDER PROJECTING ABOUT 1.5 FEET ABOVE
 QG0378'GROUND, AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED
 QG0378'R 83 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0521 ***********************************************************************
 PE0521  DESIGNATION -  R 84
 PE0521  PID         -  PE0521
 PE0521  STATE/COUNTY-  ME/PENOBSCOT
 PE0521  USGS QUAD   -  OLD TOWN (1988)
 PE0521
 PE0521                         *CURRENT SURVEY CONTROL
 PE0521  ___________________________________________________________________
 PE0521* NAD 83(1986)-  44 56 25.     (N)    068 39 33.     (W)     SCALED    
 PE0521* NAVD 88     -        44.641  (meters)     146.46   (feet)  ADJUSTED  
 PE0521  ___________________________________________________________________
 PE0521  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 PE0521  DYNAMIC HT  -          44.640 (meters)     146.46  (feet)  COMP
 PE0521  MODELED GRAV-     980,595.4   (mgal)                       NAVD 88
 PE0521
 PE0521  VERT ORDER  -  SECOND    CLASS 0
 PE0521
 PE0521.The horizontal coordinates were scaled from a topographic map and have
 PE0521.an estimated accuracy of +/- 6 seconds.
 PE0521
 PE0521.The orthometric height was determined by differential leveling
 PE0521.and adjusted by the National Geodetic Survey in June 1991..
 PE0521
 PE0521.The geoid height was determined by GEOID03.
 PE0521
 PE0521.The dynamic height is computed by dividing the NAVD 88
 PE0521.geopotential number by the normal gravity value computed on the
 PE0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0521.degrees latitude (g = 980.6199 gals.).
 PE0521
 PE0521.The modeled gravity was interpolated from observed gravity values.
 PE0521
 PE0521;                    North         East    Units  Estimated Accuracy
 PE0521;SPC ME E     -   141,520.      287,440.      MT  (+/- 180 meters Scaled)
 PE0521
 PE0521                          SUPERSEDED SURVEY CONTROL
 PE0521
 PE0521  NGVD 29 (??/??/92)   44.847  (m)          147.14   (f) ADJ UNCH    2 0
 PE0521
 PE0521.Superseded values are not recommended for survey control.
 PE0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0521.See file dsdata.txt to determine how the superseded data were derived.
 PE0521
 PE0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK268763(NAD 83)
 PE0521_MARKER: DB = BENCH MARK DISK
 PE0521_SETTING: 80 = SET IN A BOULDER
 PE0521_SP_SET: BOULDER
 PE0521_STAMPING: R 84 1942
 PE0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0521+STABILITY: SURFACE MOTION
 PE0521
 PE0521  HISTORY     - Date     Condition        Report By
 PE0521  HISTORY     - 1942     MONUMENTED       CGS
 PE0521  HISTORY     - 1984     POOR             USPSQD
 PE0521  HISTORY     - 1990     POOR             USPSQD
 PE0521
 PE0521                          STATION DESCRIPTION
 PE0521
 PE0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PE0521'0.9 MI W FROM OLD TOWN.
 PE0521'0.9 MILE WEST ALONG STATE HIGHWAY 43 FROM THE INTERSECTION OF
 PE0521'U.S. HIGHWAY 2 AT OLD TOWN, PENOBSCOT COUNTY, 122 FEET NORTHWEST
 PE0521'OF A FIRE PLUG, 102 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 PE0521'51 FEET WEST OF A NORTH-AND-SOUTH DIVISION-LINE FENCE, IN THE
 PE0521'TOP OF A LARGE BLACK BOULDER, AND LEVEL WITH THE HIGHWAY.  A
 PE0521'STANDARD DISK, STAMPED R 84 1942.
 PE0521
 PE0521                          STATION RECOVERY (1984)
 PE0521
 PE0521'RECOVERY NOTE BY US POWER SQUADRON 1984
 PE0521'MARK RECOVERED IN POOR CONDITION.
 PE0521
 PE0521                          STATION RECOVERY (1990)
 PE0521
 PE0521'RECOVERY NOTE BY US POWER SQUADRON 1990 (ELG)
 PE0521'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0633 ***********************************************************************
 QG0633  DESIGNATION -  R 85
 QG0633  PID         -  QG0633
 QG0633  STATE/COUNTY-  ME/PISCATAQUIS
 QG0633  USGS QUAD   -  KOKADJO (1988)
 QG0633
 QG0633                         *CURRENT SURVEY CONTROL
 QG0633  ___________________________________________________________________
 QG0633* NAD 83(1986)-  45 38 46.     (N)    069 28 33.     (W)     SCALED    
 QG0633* NAVD 88     -       450.055  (meters)    1476.56   (feet)  ADJUSTED  
 QG0633  ___________________________________________________________________
 QG0633  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 QG0633  DYNAMIC HT  -         450.039 (meters)    1476.50  (feet)  COMP
 QG0633  MODELED GRAV-     980,565.8   (mgal)                       NAVD 88
 QG0633
 QG0633  VERT ORDER  -  SECOND    CLASS 0
 QG0633
 QG0633.The horizontal coordinates were scaled from a topographic map and have
 QG0633.an estimated accuracy of +/- 6 seconds.
 QG0633
 QG0633.The orthometric height was determined by differential leveling
 QG0633.and adjusted by the National Geodetic Survey in June 1991..
 QG0633
 QG0633.The geoid height was determined by GEOID03.
 QG0633
 QG0633.The dynamic height is computed by dividing the NAVD 88
 QG0633.geopotential number by the normal gravity value computed on the
 QG0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0633.degrees latitude (g = 980.6199 gals.).
 QG0633
 QG0633.The modeled gravity was interpolated from observed gravity values.
 QG0633
 QG0633;                    North         East    Units  Estimated Accuracy
 QG0633;SPC ME E     -   220,410.      223,940.      MT  (+/- 180 meters Scaled)
 QG0633
 QG0633                          SUPERSEDED SURVEY CONTROL
 QG0633
 QG0633  NGVD 29 (??/??/92)  450.212  (m)         1477.07   (f) ADJ UNCH    2 0
 QG0633
 QG0633.Superseded values are not recommended for survey control.
 QG0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0633.See file dsdata.txt to determine how the superseded data were derived.
 QG0633
 QG0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL629548(NAD 83)
 QG0633_MARKER: DB = BENCH MARK DISK
 QG0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0633_STAMPING: R 85 1942
 QG0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0633+STABILITY: SURFACE MOTION
 QG0633
 QG0633  HISTORY     - Date     Condition        Report By
 QG0633  HISTORY     - 1942     MONUMENTED       CGS
 QG0633
 QG0633                          STATION DESCRIPTION
 QG0633
 QG0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0633'3.6 MI N FROM LILY BAY.
 QG0633'3.6 MILES NORTH ALONG A GRAVEL ROAD FROM THE HOTEL AT LILY BAY,
 QG0633'PISCATAQUIS COUNTY, ON THE NORTH SLOPE OF A SMALL GRADE, 48
 QG0633'FEET NORTHWEST ACROSS THE ROAD FROM POLE 574, 24 FEET WEST OF
 QG0633'THE CENTER LINE OF THE ROAD, 2 FEET NORTH OF A WHITE WOODEN
 QG0633'WITNESS POST, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED
 QG0633'R 85 1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 QG0633'FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0658 ***********************************************************************
 QG0658  DESIGNATION -  R 86
 QG0658  PID         -  QG0658
 QG0658  STATE/COUNTY-  ME/PISCATAQUIS
 QG0658  USGS QUAD   -  HARRINGTON LAKE (1988)
 QG0658
 QG0658                         *CURRENT SURVEY CONTROL
 QG0658  ___________________________________________________________________
 QG0658* NAD 83(1986)-  45 52 41.     (N)    069 12 34.     (W)     SCALED    
 QG0658* NAVD 88     -       331.601  (meters)    1087.93   (feet)  ADJUSTED  
 QG0658  ___________________________________________________________________
 QG0658  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 QG0658  DYNAMIC HT  -         331.605 (meters)    1087.94  (feet)  COMP
 QG0658  MODELED GRAV-     980,617.2   (mgal)                       NAVD 88
 QG0658
 QG0658  VERT ORDER  -  SECOND    CLASS 0
 QG0658
 QG0658.The horizontal coordinates were scaled from a topographic map and have
 QG0658.an estimated accuracy of +/- 6 seconds.
 QG0658
 QG0658.The orthometric height was determined by differential leveling
 QG0658.and adjusted by the National Geodetic Survey in June 1991..
 QG0658
 QG0658.The geoid height was determined by GEOID03.
 QG0658
 QG0658.The dynamic height is computed by dividing the NAVD 88
 QG0658.geopotential number by the normal gravity value computed on the
 QG0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0658.degrees latitude (g = 980.6199 gals.).
 QG0658
 QG0658.The modeled gravity was interpolated from observed gravity values.
 QG0658
 QG0658;                    North         East    Units  Estimated Accuracy
 QG0658;SPC ME E     -   245,970.      244,930.      MT  (+/- 180 meters Scaled)
 QG0658
 QG0658                          SUPERSEDED SURVEY CONTROL
 QG0658
 QG0658  NGVD 29 (??/??/92)  331.756  (m)         1088.44   (f) ADJ UNCH    2 0
 QG0658
 QG0658.Superseded values are not recommended for survey control.
 QG0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0658.See file dsdata.txt to determine how the superseded data were derived.
 QG0658
 QG0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL837805(NAD 83)
 QG0658_MARKER: DB = BENCH MARK DISK
 QG0658_SETTING: 80 = SET IN A BOULDER
 QG0658_SP_SET: BOULDER
 QG0658_STAMPING: R 86 1942
 QG0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0658+STABILITY: SURFACE MOTION
 QG0658
 QG0658  HISTORY     - Date     Condition        Report By
 QG0658  HISTORY     - 1942     MONUMENTED       CGS
 QG0658  HISTORY     - 1955     GOOD             NGS
 QG0658  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 QG0658
 QG0658                          STATION DESCRIPTION
 QG0658
 QG0658'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0658'1.9 MI S FROM RIPOGENUS DAM.
 QG0658'1.9 MILES SOUTH ALONG A GRAVEL ROAD FROM RIPOGENUS DAM, PISCATAQUIS
 QG0658'COUNTY, 0.3 MILE NORTH OF THE INTERSECTION OF A ROAD LEADING WEST
 QG0658'TO CHESUNCOOK DAM, 100 FEET NORTH OF A CURVE, 21 FEET NORTH OF A
 QG0658'TRIANGULAR-BLAZED 10-INCH BIRCH TREE, 30 FEET WEST OF THE CENTER
 QG0658'LINE OF THE ROAD, ON THE EAST CORNER OF A 4-BY 6-FOOT BOULDER
 QG0658'PROJECTING 1 FOOT ABOVE THE GROUND, AND LEVEL WITH THE ROAD.  A
 QG0658'STANDARD DISK, STAMPED R 86 1942.
 QG0658
 QG0658                          STATION RECOVERY (1955)
 QG0658
 QG0658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 QG0658'RECOVERED IN GOOD CONDITION.
 QG0658
 QG0658                          STATION RECOVERY (1984)
 QG0658
 QG0658'RECOVERY NOTE BY US POWER SQUADRON 1984 (RPS)
 QG0658'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0847 ***********************************************************************
 QG0847  DESIGNATION -  R 87
 QG0847  PID         -  QG0847
 QG0847  STATE/COUNTY-  ME/PISCATAQUIS
 QG0847  USGS QUAD   -  WHETSTONE POND (1989)
 QG0847
 QG0847                         *CURRENT SURVEY CONTROL
 QG0847  ___________________________________________________________________
 QG0847* NAD 83(1986)-  45 10 05.     (N)    069 35 22.     (W)     SCALED    
 QG0847* NAVD 88     -       303.191  (meters)     994.72   (feet)  ADJUSTED  
 QG0847  ___________________________________________________________________
 QG0847  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 QG0847  DYNAMIC HT  -         303.175 (meters)     994.67  (feet)  COMP
 QG0847  MODELED GRAV-     980,553.2   (mgal)                       NAVD 88
 QG0847
 QG0847  VERT ORDER  -  SECOND    CLASS 0
 QG0847
 QG0847.The horizontal coordinates were scaled from a topographic map and have
 QG0847.an estimated accuracy of +/- 6 seconds.
 QG0847
 QG0847.The orthometric height was determined by differential leveling
 QG0847.and adjusted by the National Geodetic Survey in June 1991..
 QG0847
 QG0847.The geoid height was determined by GEOID03.
 QG0847
 QG0847.The dynamic height is computed by dividing the NAVD 88
 QG0847.geopotential number by the normal gravity value computed on the
 QG0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0847.degrees latitude (g = 980.6199 gals.).
 QG0847
 QG0847.The modeled gravity was interpolated from observed gravity values.
 QG0847
 QG0847;                    North         East    Units  Estimated Accuracy
 QG0847;SPC ME E     -   167,400.      214,360.      MT  (+/- 180 meters Scaled)
 QG0847
 QG0847                          SUPERSEDED SURVEY CONTROL
 QG0847
 QG0847  NGVD 29 (??/??/92)  303.375  (m)          995.32   (f) ADJ UNCH    2 0
 QG0847
 QG0847.Superseded values are not recommended for survey control.
 QG0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0847.See file dsdata.txt to determine how the superseded data were derived.
 QG0847
 QG0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL536017(NAD 83)
 QG0847_MARKER: DB = BENCH MARK DISK
 QG0847_SETTING: 80 = SET IN A BOULDER
 QG0847_SP_SET: BOULDER
 QG0847_STAMPING: R 87 1942
 QG0847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0847+STABILITY: SURFACE MOTION
 QG0847
 QG0847  HISTORY     - Date     Condition        Report By
 QG0847  HISTORY     - 1942     MONUMENTED       CGS
 QG0847
 QG0847                          STATION DESCRIPTION
 QG0847
 QG0847'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0847'4.3 MI NE FROM KINGSBURY.
 QG0847'4.3 MILES NORTHEAST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE
 QG0847'AT KINGSBURY, PISCATAQUIS COUNTY, ABOUT 0.8 MILE EAST OF BEAR
 QG0847'BROOK, ABOUT 90 FEET WEST OF A SMALL GALVANIZED-IRON PIPE
 QG0847'CULVERT, ABOUT 60 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 QG0847'ABOUT 4 FEET HIGHER THAN THE HIGHWAY, AND IN THE TOP OF AN 18- BY
 QG0847'20-FOOT BOULDER PROJECTING ABOUT 5 FEET ABOVE GROUND.  A STANDARD
 QG0847'DISK, STAMPED R 87 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0079 ***********************************************************************
 PE0079  DESIGNATION -  R 88
 PE0079  PID         -  PE0079
 PE0079  STATE/COUNTY-  ME/HANCOCK
 PE0079  USGS QUAD   -  TUNK LAKE (1982)
 PE0079
 PE0079                         *CURRENT SURVEY CONTROL
 PE0079  ___________________________________________________________________
 PE0079* NAD 83(1986)-  44 33 44.     (N)    068 02 21.     (W)     SCALED    
 PE0079* NAVD 88     -        67.523  (meters)     221.53   (feet)  ADJUSTED  
 PE0079  ___________________________________________________________________
 PE0079  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 PE0079  DYNAMIC HT  -          67.519 (meters)     221.52  (feet)  COMP
 PE0079  MODELED GRAV-     980,558.5   (mgal)                       NAVD 88
 PE0079  OBS GRAVITY -     980,554.9   (mgal)                       GRAV_OBS
 PE0079
 PE0079  VERT ORDER  -  FIRST     CLASS I
 PE0079
 PE0079.The horizontal coordinates were scaled from a topographic map and have
 PE0079.an estimated accuracy of +/- 6 seconds.
 PE0079
 PE0079.The orthometric height was determined by differential leveling
 PE0079.and adjusted by the National Geodetic Survey in June 1991..
 PE0079
 PE0079.The geoid height was determined by GEOID03.
 PE0079
 PE0079.The dynamic height is computed by dividing the NAVD 88
 PE0079.geopotential number by the normal gravity value computed on the
 PE0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0079.degrees latitude (g = 980.6199 gals.).
 PE0079
 PE0079.The modeled gravity was interpolated from observed gravity values.
 PE0079.The observed gravity was obtained from relative gravimeter ties
 PE0079.to the IGSN71 gravity network.
 PE0079
 PE0079;                    North         East    Units  Estimated Accuracy
 PE0079;SPC ME E     -    99,600.      336,610.      MT  (+/- 180 meters Scaled)
 PE0079
 PE0079                          SUPERSEDED SURVEY CONTROL
 PE0079
 PE0079  NGVD 29 (??/??/92)   67.732  (m)          222.22   (f) ADJ UNCH    1 1
 PE0079
 PE0079.Superseded values are not recommended for survey control.
 PE0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0079.See file dsdata.txt to determine how the superseded data were derived.
 PE0079
 PE0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK763347(NAD 83)
 PE0079_MARKER: DB = BENCH MARK DISK
 PE0079_SETTING: 80 = SET IN A BOULDER
 PE0079_SP_SET: BOULDER
 PE0079_STAMPING: R 88 1942
 PE0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0079+STABILITY: SURFACE MOTION
 PE0079
 PE0079  HISTORY     - Date     Condition        Report By
 PE0079  HISTORY     - 1942     MONUMENTED       CGS
 PE0079  HISTORY     - 1966     GOOD             NGS
 PE0079  HISTORY     - 1978     GOOD             DMA
 PE0079
 PE0079                          STATION DESCRIPTION
 PE0079
 PE0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0079'4.8 MI E FROM TUNK LAKE.
 PE0079'4.8 MILES EAST ALONG THE MAINE CENTRAL RAILROAD FROM THE CROSSING
 PE0079'OF STATE HIGHWAY 183 AT TUNK LAKE, 3 RAILS SOUTHWEST OF MILEPOST
 PE0079'P190/C80, IN THE TOP OF A EMBEDDED BOULDER THAT THE EXPOSED
 PE0079'PORTION IS 6-BY-7-FOOT AND PROJECTS 2 FEET, 28 FEET NORTHEAST
 PE0079'OF THE NORTHEAST RAIL, AND ABOUT 2 FEET BELOW THE LEVEL OF THE
 PE0079'TRACK.
 PE0079
 PE0079                          STATION RECOVERY (1978)
 PE0079
 PE0079'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PE0079'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0405 ***********************************************************************
 PE0405  DESIGNATION -  R 89
 PE0405  PID         -  PE0405
 PE0405  STATE/COUNTY-  ME/PENOBSCOT
 PE0405  USGS QUAD   -  BREWER LAKE (1982)
 PE0405
 PE0405                         *CURRENT SURVEY CONTROL
 PE0405  ___________________________________________________________________
 PE0405* NAD 83(1986)-  44 44 38.     (N)    068 37 59.     (W)     SCALED    
 PE0405* NAVD 88     -        70.919  (meters)     232.67   (feet)  ADJUSTED  
 PE0405  ___________________________________________________________________
 PE0405  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 PE0405  DYNAMIC HT  -          70.915 (meters)     232.66  (feet)  COMP
 PE0405  MODELED GRAV-     980,564.0   (mgal)                       NAVD 88
 PE0405  OBS GRAVITY -     980,563.4   (mgal)                       GRAV_OBS
 PE0405
 PE0405  VERT ORDER  -  FIRST     CLASS I
 PE0405
 PE0405.The horizontal coordinates were scaled from a topographic map and have
 PE0405.an estimated accuracy of +/- 6 seconds.
 PE0405
 PE0405.The orthometric height was determined by differential leveling
 PE0405.and adjusted by the National Geodetic Survey in June 1991..
 PE0405
 PE0405.The geoid height was determined by GEOID03.
 PE0405
 PE0405.The dynamic height is computed by dividing the NAVD 88
 PE0405.geopotential number by the normal gravity value computed on the
 PE0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0405.degrees latitude (g = 980.6199 gals.).
 PE0405
 PE0405.The modeled gravity was interpolated from observed gravity values.
 PE0405.The observed gravity was obtained from relative gravimeter ties
 PE0405.to the IGSN71 gravity network.
 PE0405
 PE0405;                    North         East    Units  Estimated Accuracy
 PE0405;SPC ME E     -   119,690.      289,460.      MT  (+/- 180 meters Scaled)
 PE0405
 PE0405                          SUPERSEDED SURVEY CONTROL
 PE0405
 PE0405  NGVD 29 (??/??/92)   71.124  (m)          233.35   (f) ADJ UNCH    1 1
 PE0405
 PE0405.Superseded values are not recommended for survey control.
 PE0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0405.See file dsdata.txt to determine how the superseded data were derived.
 PE0405
 PE0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK290545(NAD 83)
 PE0405_MARKER: DB = BENCH MARK DISK
 PE0405_SETTING: 66 = SET IN ROCK OUTCROP
 PE0405_SP_SET: ROCK LEDGE
 PE0405_STAMPING: R 89 1942
 PE0405_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0405+STABILITY: POSITION/ELEVATION WELL
 PE0405
 PE0405  HISTORY     - Date     Condition        Report By
 PE0405  HISTORY     - 1942     MONUMENTED       CGS
 PE0405  HISTORY     - 1966     GOOD             NGS
 PE0405  HISTORY     - 1978     GOOD             DMA
 PE0405  HISTORY     - 1985     GOOD             USPSQD
 PE0405  HISTORY     - 1988     GOOD             USPSQD
 PE0405
 PE0405                          STATION DESCRIPTION
 PE0405
 PE0405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0405'0.5 MI NW FROM EAST HOLDEN.
 PE0405'0.5 MILE NORTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE0405'CROSSING OF STATE HIGHWAY 46 AT EAST HOLDEN, 12 RAILS SOUTH OF
 PE0405'MILEPOST P147/C123, ON THE OUTSIDE OF A CURVE WITH TANGENTS
 PE0405'EXTENDING NORTH AND SOUTHEAST, 35 YARDS SOUTHWEST OF A DIM
 PE0405'ROAD CROSSING, IN THE TOP OF THE SOUTHEAST CORNER OF A
 PE0405'6-BY-15-FOOT ROCK LEDGE THAT PROJECT 4 FEET, 22.0 FEET WEST OF
 PE0405'THE WEST RAIL, AND ABOUT LEVEL WITH THE TRACK.
 PE0405
 PE0405                          STATION RECOVERY (1978)
 PE0405
 PE0405'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PE0405'RECOVERED IN GOOD CONDITION.
 PE0405
 PE0405                          STATION RECOVERY (1985)
 PE0405
 PE0405'RECOVERY NOTE BY US POWER SQUADRON 1985
 PE0405'RECOVERED IN GOOD CONDITION.
 PE0405
 PE0405                          STATION RECOVERY (1988)
 PE0405
 PE0405'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE0405'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0052 ***********************************************************************
 PE0052  DESIGNATION -  R 90
 PE0052  PID         -  PE0052
 PE0052  STATE/COUNTY-  ME/HANCOCK
 PE0052  USGS QUAD   -  HANCOCK (1981)
 PE0052
 PE0052                         *CURRENT SURVEY CONTROL
 PE0052  ___________________________________________________________________
 PE0052* NAD 83(1986)-  44 35 38.     (N)    068 17 00.     (W)     SCALED    
 PE0052* NAVD 88     -        22.539  (meters)      73.95   (feet)  ADJUSTED  
 PE0052  ___________________________________________________________________
 PE0052  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 PE0052  DYNAMIC HT  -          22.537 (meters)      73.94  (feet)  COMP
 PE0052  MODELED GRAV-     980,564.0   (mgal)                       NAVD 88
 PE0052  OBS GRAVITY -     980,562.0   (mgal)                       GRAV_OBS
 PE0052
 PE0052  VERT ORDER  -  FIRST     CLASS I
 PE0052
 PE0052.The horizontal coordinates were scaled from a topographic map and have
 PE0052.an estimated accuracy of +/- 6 seconds.
 PE0052
 PE0052.The orthometric height was determined by differential leveling
 PE0052.and adjusted by the National Geodetic Survey in June 1991..
 PE0052
 PE0052.The geoid height was determined by GEOID03.
 PE0052
 PE0052.The dynamic height is computed by dividing the NAVD 88
 PE0052.geopotential number by the normal gravity value computed on the
 PE0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0052.degrees latitude (g = 980.6199 gals.).
 PE0052
 PE0052.The modeled gravity was interpolated from observed gravity values.
 PE0052.The observed gravity was obtained from relative gravimeter ties
 PE0052.to the IGSN71 gravity network.
 PE0052
 PE0052;                    North         East    Units  Estimated Accuracy
 PE0052;SPC ME E     -   103,040.      317,200.      MT  (+/- 180 meters Scaled)
 PE0052
 PE0052                          SUPERSEDED SURVEY CONTROL
 PE0052
 PE0052  NGVD 29 (??/??/92)   22.740  (m)           74.61   (f) ADJ UNCH    1 1
 PE0052
 PE0052.Superseded values are not recommended for survey control.
 PE0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0052.See file dsdata.txt to determine how the superseded data were derived.
 PE0052
 PE0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK568380(NAD 83)
 PE0052_MARKER: DB = BENCH MARK DISK
 PE0052_SETTING: 66 = SET IN ROCK OUTCROP
 PE0052_SP_SET: ROCK CUT
 PE0052_STAMPING: R 90 1942
 PE0052_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0052+STABILITY: POSITION/ELEVATION WELL
 PE0052
 PE0052  HISTORY     - Date     Condition        Report By
 PE0052  HISTORY     - 1942     MONUMENTED       CGS
 PE0052  HISTORY     - 1966     GOOD             NGS
 PE0052  HISTORY     - 1978     GOOD             DMA
 PE0052  HISTORY     - 1987     GOOD             USPSQD
 PE0052
 PE0052                          STATION DESCRIPTION
 PE0052
 PE0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0052'2.8 MI W FROM FRANKLIN.
 PE0052'2.8 MILES WEST ALONG THE MAINE CENTRAL RAILROAD FROM THE CROSSING
 PE0052'OF STATE HIGHWAY 182 AT FRANKLIN, 3-3/4 RAILS WEST OF MILEPOST
 PE0052'P175/C95, SET VERTICALLY IN THE NORTH FACE OF A 4-FOOT HIGH ROCK
 PE0052'CUT THAT IS ABOUT 0.1 MILE LONG, 6.8 FEET SOUTH OF THE SOUTH
 PE0052'RAIL, 100 FEET WEST OF THE EAST END OF THE CUT, AND ABOUT LEVEL
 PE0052'WITH THE TRACK.
 PE0052
 PE0052                          STATION RECOVERY (1978)
 PE0052
 PE0052'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PE0052'RECOVERED IN GOOD CONDITION.
 PE0052
 PE0052                          STATION RECOVERY (1987)
 PE0052
 PE0052'RECOVERY NOTE BY US POWER SQUADRON 1987 (ELG)
 PE0052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0258 ***********************************************************************
 PE0258  DESIGNATION -  R 91
 PE0258  PID         -  PE0258
 PE0258  STATE/COUNTY-  ME/HANCOCK
 PE0258  USGS QUAD   -  WINTER HARBOR (1985)
 PE0258
 PE0258                         *CURRENT SURVEY CONTROL
 PE0258  ___________________________________________________________________
 PE0258* NAD 83(1986)-  44 28 10.     (N)    068 05 14.     (W)     SCALED    
 PE0258* NAVD 88     -        45.954  (meters)     150.77   (feet)  ADJUSTED  
 PE0258  ___________________________________________________________________
 PE0258  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 PE0258  DYNAMIC HT  -          45.952 (meters)     150.76  (feet)  COMP
 PE0258  MODELED GRAV-     980,578.4   (mgal)                       NAVD 88
 PE0258
 PE0258  VERT ORDER  -  SECOND    CLASS 0
 PE0258
 PE0258.The horizontal coordinates were scaled from a topographic map and have
 PE0258.an estimated accuracy of +/- 6 seconds.
 PE0258
 PE0258.The orthometric height was determined by differential leveling
 PE0258.and adjusted by the National Geodetic Survey in June 1991..
 PE0258
 PE0258.The geoid height was determined by GEOID03.
 PE0258
 PE0258.The dynamic height is computed by dividing the NAVD 88
 PE0258.geopotential number by the normal gravity value computed on the
 PE0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0258.degrees latitude (g = 980.6199 gals.).
 PE0258
 PE0258.The modeled gravity was interpolated from observed gravity values.
 PE0258
 PE0258;                    North         East    Units  Estimated Accuracy
 PE0258;SPC ME E     -    89,270.      332,840.      MT  (+/- 180 meters Scaled)
 PE0258
 PE0258                          SUPERSEDED SURVEY CONTROL
 PE0258
 PE0258  NGVD 29 (??/??/92)   46.157  (m)          151.43   (f) ADJ UNCH    2 0
 PE0258
 PE0258.Superseded values are not recommended for survey control.
 PE0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0258.See file dsdata.txt to determine how the superseded data were derived.
 PE0258
 PE0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK726244(NAD 83)
 PE0258_MARKER: DB = BENCH MARK DISK
 PE0258_SETTING: 66 = SET IN ROCK OUTCROP
 PE0258_SP_SET: ROCK OUTCROP
 PE0258_STAMPING: R 91 1942
 PE0258_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0258+STABILITY: POSITION/ELEVATION WELL
 PE0258
 PE0258  HISTORY     - Date     Condition        Report By
 PE0258  HISTORY     - 1942     MONUMENTED       CGS
 PE0258  HISTORY     - 1966     GOOD             NGS
 PE0258
 PE0258                          STATION DESCRIPTION
 PE0258
 PE0258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0258'2.7 MI W FROM GOULDSBORO.
 PE0258'0.15 MILE NORTH ALONG STATE HIGHWAY 186 FROM THE POST OFFICE AT
 PE0258'GOULDSBORO, THENCE 2.55 MILES WEST ALONG U.S. HIGHWAY 1,
 PE0258'ABOUT 0.65 MILE WEST OF THE JUNCTION OF THE U.S. HIGHWAY AND
 PE0258'STATE HIGHWAY 195 LEADING SOUTH TO PROSPECT HARBOR, ABOUT 0.55
 PE0258'MILE SOUTHEAST OF THE WEST LEG OF THE JUNCTION OF THE U.S.
 PE0258'HIGHWAY AND STATE HIGHWAY 186 LEADING SOUTH TO SOUTH GOULDSBORO,
 PE0258'ON TOP OF A 6-FOOT HIGH ROCK CUT, ON TOP OF A MASS OF OUTCROP,
 PE0258'32 1/2 FEET NORTH OF THE CENTER LINE OF THE NEW HIGHWAY, 58 1/2
 PE0258'FEET WEST OF POWER LINE POLE NO. 57, 6.8 FEET NORTH OF THE
 PE0258'NORTH EDGE OF CUT AND 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0167 ***********************************************************************
 PD0167  DESIGNATION -  R 92
 PD0167  PID         -  PD0167
 PD0167  STATE/COUNTY-  ME/WASHINGTON
 PD0167  USGS QUAD   -  PORCUPINE MOUNTAIN (1987)
 PD0167
 PD0167                         *CURRENT SURVEY CONTROL
 PD0167  ___________________________________________________________________
 PD0167* NAD 83(1986)-  44 53 21.     (N)    067 16 07.     (W)     SCALED    
 PD0167* NAVD 88     -        28.093  (meters)      92.17   (feet)  ADJUSTED  
 PD0167  ___________________________________________________________________
 PD0167  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 PD0167  DYNAMIC HT  -          28.093 (meters)      92.17  (feet)  COMP
 PD0167  MODELED GRAV-     980,601.2   (mgal)                       NAVD 88
 PD0167
 PD0167  VERT ORDER  -  FIRST     CLASS I
 PD0167
 PD0167.The horizontal coordinates were scaled from a topographic map and have
 PD0167.an estimated accuracy of +/- 6 seconds.
 PD0167
 PD0167.The orthometric height was determined by differential leveling
 PD0167.and adjusted by the National Geodetic Survey in June 1991..
 PD0167.WARNING-Repeat measurements at this control monument indicate possible
 PD0167.vertical movement.
 PD0167
 PD0167.The geoid height was determined by GEOID03.
 PD0167
 PD0167.The dynamic height is computed by dividing the NAVD 88
 PD0167.geopotential number by the normal gravity value computed on the
 PD0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0167.degrees latitude (g = 980.6199 gals.).
 PD0167
 PD0167.The modeled gravity was interpolated from observed gravity values.
 PD0167
 PD0167;                    North         East    Units  Estimated Accuracy
 PD0167;SPC ME E     -   136,570.      397,270.      MT  (+/- 180 meters Scaled)
 PD0167
 PD0167                          SUPERSEDED SURVEY CONTROL
 PD0167
 PD0167  NGVD 29 (??/??/92)   28.296  (m)           92.83   (f) ADJ UNCH    1 1
 PD0167
 PD0167.Superseded values are not recommended for survey control.
 PD0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0167.See file dsdata.txt to determine how the superseded data were derived.
 PD0167
 PD0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK367720(NAD 83)
 PD0167_MARKER: DB = BENCH MARK DISK
 PD0167_SETTING: 66 = SET IN ROCK OUTCROP
 PD0167_SP_SET: ROCK LEDGE
 PD0167_STAMPING: R 92 1942
 PD0167_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0167+STABILITY: POSITION/ELEVATION WELL
 PD0167
 PD0167  HISTORY     - Date     Condition        Report By
 PD0167  HISTORY     - 1942     MONUMENTED       CGS
 PD0167  HISTORY     - 1966     GOOD             NGS
 PD0167  HISTORY     - 1978     GOOD             DMA
 PD0167
 PD0167                          STATION DESCRIPTION
 PD0167
 PD0167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PD0167'1.4 MI SW FROM DENNYSVILLE.
 PD0167'1.35 MILE SOUTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PD0167'CROSSING OF STATE HIGHWAY 86 AT DENNYSVILLE, 442 FEET EAST OF THE
 PD0167'CROSSING OF A GRAVELED ROAD, 38 FEET WEST OF MILEPOST C24/P246,
 PD0167'179 FEET EAST OF THE SOUTH END OF A 2-FOOT PIPE CULVERT UNDER
 PD0167'THE TRACK, 24 FEET NORTH-NORTHWEST OF A TRIANGULAR BLAZED FIR
 PD0167'TREE, 9.5 FEET SOUTH OF THE SOUTH RAIL, IN THE TOP OF THE WEST
 PD0167'EDGE OF A ROCK LEDGE AT THE WEST END OF A SHALLOW CUT, AND
 PD0167'ABOUT LEVEL WITH THE TRACK.
 PD0167
 PD0167                          STATION RECOVERY (1978)
 PD0167
 PD0167'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PD0167'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0242 ***********************************************************************
 PE0242  DESIGNATION -  R 93
 PE0242  PID         -  PE0242
 PE0242  STATE/COUNTY-  ME/HANCOCK
 PE0242  USGS QUAD   -  WINTER HARBOR (1985)
 PE0242
 PE0242                         *CURRENT SURVEY CONTROL
 PE0242  ___________________________________________________________________
 PE0242* NAD 83(1986)-  44 24 09.     (N)    068 05 11.     (W)     SCALED    
 PE0242* NAVD 88     -        18.190  (meters)      59.68   (feet)  ADJUSTED  
 PE0242  ___________________________________________________________________
 PE0242  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 PE0242  DYNAMIC HT  -          18.189 (meters)      59.68  (feet)  COMP
 PE0242  MODELED GRAV-     980,568.1   (mgal)                       NAVD 88
 PE0242
 PE0242  VERT ORDER  -  SECOND    CLASS 0
 PE0242
 PE0242.The horizontal coordinates were scaled from a topographic map and have
 PE0242.an estimated accuracy of +/- 6 seconds.
 PE0242
 PE0242.The orthometric height was determined by differential leveling
 PE0242.and adjusted by the National Geodetic Survey in June 1991..
 PE0242
 PE0242.The geoid height was determined by GEOID03.
 PE0242
 PE0242.The dynamic height is computed by dividing the NAVD 88
 PE0242.geopotential number by the normal gravity value computed on the
 PE0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0242.degrees latitude (g = 980.6199 gals.).
 PE0242
 PE0242.The modeled gravity was interpolated from observed gravity values.
 PE0242
 PE0242;                    North         East    Units  Estimated Accuracy
 PE0242;SPC ME E     -    81,840.      332,950.      MT  (+/- 180 meters Scaled)
 PE0242
 PE0242                          SUPERSEDED SURVEY CONTROL
 PE0242
 PE0242  NGVD 29 (??/??/92)   18.39   (m)           60.3    (f) COMPUTED    2 0
 PE0242
 PE0242.Superseded values are not recommended for survey control.
 PE0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0242.See file dsdata.txt to determine how the superseded data were derived.
 PE0242
 PE0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK727169(NAD 83)
 PE0242_MARKER: DB = BENCH MARK DISK
 PE0242_SETTING: 66 = SET IN ROCK OUTCROP
 PE0242_SP_SET: BEDROCK
 PE0242_STAMPING: R 93 1942
 PE0242_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0242+STABILITY: POSITION/ELEVATION WELL
 PE0242
 PE0242  HISTORY     - Date     Condition        Report By
 PE0242  HISTORY     - 1942     MONUMENTED       CGS
 PE0242  HISTORY     - 1966     GOOD             NGS
 PE0242
 PE0242                          STATION DESCRIPTION
 PE0242
 PE0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0242'0.6 MI N FROM WINTER HARBOR.
 PE0242'0.1 MILE EAST ALONG MAIN STREET FROM THE POST OFFICE AT WINTER
 PE0242'HARBOR, THENCE 0.5 MILE NORTH ALONG STATE HIGHWAY 186, SET ON
 PE0242'THE TOP OF A 7-BY-5-FOOT EXPOSED LAYER OF BEDROCK, 25 1/2 FEET
 PE0242'EAST OF THE CENTER LINE OF THE HIGHWAY, 40 1/2 FEET SOUTH OF
 PE0242'POWER LINE POLE NO. 254C-150, 5 FEET EAST OF A FENCE LINE,
 PE0242'2.5 FEET SOUTH OF THE HIGHEST PART OF THE ROCK AND 1 FOOT BELOW
 PE0242'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0241 ***********************************************************************
 PE0241  DESIGNATION -  R 93 RESET 1971
 PE0241  PID         -  PE0241
 PE0241  STATE/COUNTY-  ME/HANCOCK
 PE0241  USGS QUAD   -  WINTER HARBOR (1985)
 PE0241
 PE0241                         *CURRENT SURVEY CONTROL
 PE0241  ___________________________________________________________________
 PE0241* NAD 83(1986)-  44 24 09.     (N)    068 05 11.     (W)     SCALED    
 PE0241* NAVD 88     -        19.85   (meters)      65.1    (feet)  RESET     
 PE0241  ___________________________________________________________________
 PE0241  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 PE0241
 PE0241  VERT ORDER  -  THIRD
 PE0241
 PE0241.The horizontal coordinates were scaled from a topographic map and have
 PE0241.an estimated accuracy of +/- 6 seconds.
 PE0241
 PE0241.The orthometric height was computed from unverified reset data.
 PE0241
 PE0241.The geoid height was determined by GEOID03.
 PE0241
 PE0241;                    North         East    Units  Estimated Accuracy
 PE0241;SPC ME E     -    81,840.      332,950.      MT  (+/- 180 meters Scaled)
 PE0241
 PE0241                          SUPERSEDED SURVEY CONTROL
 PE0241
 PE0241  NGVD 29 (??/??/??)   20.06   (m)           65.8    (f) RESET       3  
 PE0241
 PE0241.Superseded values are not recommended for survey control.
 PE0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0241.See file dsdata.txt to determine how the superseded data were derived.
 PE0241
 PE0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK727169(NAD 83)
 PE0241_MARKER: DB = BENCH MARK DISK
 PE0241_SETTING: 66 = SET IN ROCK OUTCROP
 PE0241_SP_SET: BEDROCK
 PE0241_STAMPING: R 93 RESET 1971
 PE0241_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0241+STABILITY: POSITION/ELEVATION WELL
 PE0241
 PE0241  HISTORY     - Date     Condition        Report By
 PE0241  HISTORY     - 1971     MONUMENTED       MEHD
 PE0241
 PE0241                          STATION DESCRIPTION
 PE0241
 PE0241'DESCRIBED BY MAINE HIGHWAY DEPARTMENT (NOW MEDT) 1971
 PE0241'0.6 MI N FROM WINTER HARBOR.
 PE0241'0.1 MILE EAST ALONG MAIN STREET FROM THE POST OFFICE AT WINTER
 PE0241'HARBOR, THENCE 0.5 MILE NORTH ALONG STATE HIGHWAY 186, 72 FEET
 PE0241'WEST OF THE CENTER LINE OF THE HIGHWAY AND SET IN THE TOP OF
 PE0241'BED ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0329 ***********************************************************************
 PD0329  DESIGNATION -  R 94
 PD0329  PID         -  PD0329
 PD0329  STATE/COUNTY-  ME/WASHINGTON
 PD0329  USGS QUAD   -  WHITNEYVILLE (1977)
 PD0329
 PD0329                         *CURRENT SURVEY CONTROL
 PD0329  ___________________________________________________________________
 PD0329* NAD 83(1986)-  44 42 37.     (N)    067 32 33.     (W)     SCALED    
 PD0329* NAVD 88     -        21.822  (meters)      71.59   (feet)  ADJUSTED  
 PD0329  ___________________________________________________________________
 PD0329  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 PD0329  DYNAMIC HT  -          21.821 (meters)      71.59  (feet)  COMP
 PD0329  MODELED GRAV-     980,587.5   (mgal)                       NAVD 88
 PD0329  OBS GRAVITY -     980,590.0   (mgal)                       GRAV_OBS
 PD0329
 PD0329  VERT ORDER  -  FIRST     CLASS I
 PD0329
 PD0329.The horizontal coordinates were scaled from a topographic map and have
 PD0329.an estimated accuracy of +/- 6 seconds.
 PD0329
 PD0329.The orthometric height was determined by differential leveling
 PD0329.and adjusted by the National Geodetic Survey in June 1991..
 PD0329.WARNING-Repeat measurements at this control monument indicate possible
 PD0329.vertical movement.
 PD0329
 PD0329.The geoid height was determined by GEOID03.
 PD0329
 PD0329.The dynamic height is computed by dividing the NAVD 88
 PD0329.geopotential number by the normal gravity value computed on the
 PD0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0329.degrees latitude (g = 980.6199 gals.).
 PD0329
 PD0329.The modeled gravity was interpolated from observed gravity values.
 PD0329.The observed gravity was obtained from relative gravimeter ties
 PD0329.to the IGSN71 gravity network.
 PD0329
 PD0329;                    North         East    Units  Estimated Accuracy
 PD0329;SPC ME E     -   116,400.      375,870.      MT  (+/- 180 meters Scaled)
 PD0329
 PD0329                          SUPERSEDED SURVEY CONTROL
 PD0329
 PD0329  NGVD 29 (??/??/92)   22.035  (m)           72.29   (f) ADJ UNCH    1 1
 PD0329
 PD0329.Superseded values are not recommended for survey control.
 PD0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0329.See file dsdata.txt to determine how the superseded data were derived.
 PD0329
 PD0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK154518(NAD 83)
 PD0329_MARKER: DB = BENCH MARK DISK
 PD0329_SETTING: 80 = SET IN A BOULDER
 PD0329_SP_SET: BOULDER
 PD0329_STAMPING: R 94 1942
 PD0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0329+STABILITY: SURFACE MOTION
 PD0329
 PD0329  HISTORY     - Date     Condition        Report By
 PD0329  HISTORY     - 1942     MONUMENTED       CGS
 PD0329  HISTORY     - 1966     GOOD             NGS
 PD0329  HISTORY     - 1978     GOOD             DMA
 PD0329
 PD0329                          STATION DESCRIPTION
 PD0329
 PD0329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PD0329'1.2 MI SW FROM WHITNEYVILLE.
 PD0329'1.2 MILES SW. ALONG THE MAINE CENTRAL RAILROAD FROM THE CROSSING
 PD0329'OF U.S. HIGHWAY 1 A AT WHITNEYVILLE, ABOUT 0.3 MILE SOUTHWEST
 PD0329'OF MILEPOST C49/P221, 46.0 FEET NORTHWEST OF THE NORTHWEST RAIL,
 PD0329'13.5 FEET NORTHWEST OF THE NORTHWEST RAILROAD RIGHT-OF-WAY FENCE,
 PD0329'ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK, AND SET IN THE TOP OF
 PD0329'A EMBEDDED BOULDER THAT THE EXPOSED PORTION IS ABOUT 4-BY-6-FOOT
 PD0329'AND PROJECTS 3 FEET.
 PD0329
 PD0329                          STATION RECOVERY (1978)
 PD0329
 PD0329'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PD0329'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0210 ***********************************************************************
 OB0210  DESIGNATION -  R 96
 OB0210  PID         -  OB0210
 OB0210  STATE/COUNTY-  ME/SAGADAHOC
 OB0210  USGS QUAD   -  PHIPPSBURG (1957)
 OB0210
 OB0210                         *CURRENT SURVEY CONTROL
 OB0210  ___________________________________________________________________
 OB0210* NAD 83(1986)-  43 45 15.     (N)    069 50 17.     (W)     SCALED    
 OB0210* NAVD 88     -        32.617  (meters)     107.01   (feet)  ADJUSTED  
 OB0210  ___________________________________________________________________
 OB0210  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 OB0210  DYNAMIC HT  -          32.614 (meters)     107.00  (feet)  COMP
 OB0210  MODELED GRAV-     980,519.3   (mgal)                       NAVD 88
 OB0210
 OB0210  VERT ORDER  -  SECOND    CLASS 0
 OB0210
 OB0210.The horizontal coordinates were scaled from a topographic map and have
 OB0210.an estimated accuracy of +/- 6 seconds.
 OB0210
 OB0210.The orthometric height was determined by differential leveling
 OB0210.and adjusted by the National Geodetic Survey in June 1991..
 OB0210
 OB0210.The geoid height was determined by GEOID03.
 OB0210
 OB0210.The dynamic height is computed by dividing the NAVD 88
 OB0210.geopotential number by the normal gravity value computed on the
 OB0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0210.degrees latitude (g = 980.6199 gals.).
 OB0210
 OB0210.The modeled gravity was interpolated from observed gravity values.
 OB0210
 OB0210;                    North         East    Units  Estimated Accuracy
 OB0210;SPC ME W     -   102,350.      926,460.      MT  (+/- 180 meters Scaled)
 OB0210
 OB0210                          SUPERSEDED SURVEY CONTROL
 OB0210
 OB0210  NGVD 29 (??/??/92)   32.829  (m)          107.71   (f) ADJ UNCH    2 0
 OB0210
 OB0210.Superseded values are not recommended for survey control.
 OB0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0210.See file dsdata.txt to determine how the superseded data were derived.
 OB0210
 OB0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ325449(NAD 83)
 OB0210_MARKER: DB = BENCH MARK DISK
 OB0210_SETTING: 66 = SET IN ROCK OUTCROP
 OB0210_SP_SET: BEDROCK
 OB0210_STAMPING: R 96 1943
 OB0210_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0210+STABILITY: POSITION/ELEVATION WELL
 OB0210
 OB0210  HISTORY     - Date     Condition        Report By
 OB0210  HISTORY     - 1943     MONUMENTED       CGS
 OB0210  HISTORY     - 1977     GOOD             LOCENG
 OB0210  HISTORY     - 19910404 MARK NOT FOUND   USPSQD
 OB0210
 OB0210                          STATION DESCRIPTION
 OB0210
 OB0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 OB0210'2.1 MI N FROM SMALL POINT BEACH.
 OB0210'2.1 MILES NORTH ALONG STATE HIGHWAY 216 FROM THE POST OFFICE AT SMALL
 OB0210'POINT BEACH, SAGADAHOC COUNTY, IN THE YARD OF THE HOME OF ALVIN PYE,
 OB0210'14.3 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 35.3 FEET
 OB0210'EAST OF THE CENTER LINE OF THE HIGHWAY, 16.9 FEET EAST OF POLE 142,
 OB0210'AND IN BEDROCK 0.4 FOOT ABOVE THE GROUND.  A STANDARD DISK, STAMPED R
 OB0210'96 1943.
 OB0210
 OB0210                          STATION RECOVERY (1977)
 OB0210
 OB0210'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 OB0210'RECOVERED IN GOOD CONDITION.
 OB0210
 OB0210                          STATION RECOVERY (1991)
 OB0210
 OB0210'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OB0210'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0246 ***********************************************************************
 OB0246  DESIGNATION -  R 97
 OB0246  PID         -  OB0246
 OB0246  STATE/COUNTY-  ME/CUMBERLAND
 OB0246  USGS QUAD   -  ORRS ISLAND (1997)
 OB0246
 OB0246                         *CURRENT SURVEY CONTROL
 OB0246  ___________________________________________________________________
 OB0246* NAD 83(1986)-  43 45 00.     (N)    069 59 16.     (W)     SCALED    
 OB0246* NAVD 88     -         3.623  (meters)      11.89   (feet)  ADJUSTED  
 OB0246  ___________________________________________________________________
 OB0246  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 OB0246  DYNAMIC HT  -           3.623 (meters)      11.89  (feet)  COMP
 OB0246  MODELED GRAV-     980,520.2   (mgal)                       NAVD 88
 OB0246
 OB0246  VERT ORDER  -  SECOND    CLASS 0
 OB0246
 OB0246.The horizontal coordinates were scaled from a topographic map and have
 OB0246.an estimated accuracy of +/- 6 seconds.
 OB0246
 OB0246.The orthometric height was determined by differential leveling
 OB0246.and adjusted by the National Geodetic Survey in June 1991..
 OB0246
 OB0246.The geoid height was determined by GEOID03.
 OB0246
 OB0246.The dynamic height is computed by dividing the NAVD 88
 OB0246.geopotential number by the normal gravity value computed on the
 OB0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0246.degrees latitude (g = 980.6199 gals.).
 OB0246
 OB0246.The modeled gravity was interpolated from observed gravity values.
 OB0246
 OB0246;                    North         East    Units  Estimated Accuracy
 OB0246;SPC ME W     -   101,850.      914,410.      MT  (+/- 180 meters Scaled)
 OB0246
 OB0246                          SUPERSEDED SURVEY CONTROL
 OB0246
 OB0246  NGVD 29 (??/??/92)    3.819  (m)           12.53   (f) ADJ UNCH    2 0
 OB0246
 OB0246.Superseded values are not recommended for survey control.
 OB0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0246.See file dsdata.txt to determine how the superseded data were derived.
 OB0246
 OB0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ204445(NAD 83)
 OB0246_MARKER: DB = BENCH MARK DISK
 OB0246_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OB0246_SP_SET: CONCRETE BANISTER
 OB0246_STAMPING: R 97 1943
 OB0246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OB0246
 OB0246  HISTORY     - Date     Condition        Report By
 OB0246  HISTORY     - 1943     MONUMENTED       CGS
 OB0246  HISTORY     - 1978     GOOD             LOCENG
 OB0246  HISTORY     - 20060712 GOOD             GEOCAC
 OB0246
 OB0246                          STATION DESCRIPTION
 OB0246
 OB0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 OB0246'1.0 MI SW FROM ORRS ISLAND.
 OB0246'1.0 MILE SOUTHWEST ALONG STATE HIGHWAY 24 FROM THE POST OFFICE AT ORRS
 OB0246'ISLAND, CUMBERLAND COUNTY, AT THE EAST END OF THE BAILEY ISLAND-ORRS
 OB0246'ISLAND BRIDGE, IN THE TOP OF THE SOUTH CONCRETE BANISTER, 8.8 FEET
 OB0246'SOUTH OF THE CENTER LINE OF THE BRIDGE, 1.2 FEET WEST OF THE EAST END
 OB0246'OF THE BANISTER, AND 0.8 FOOT ABOVE THE FLOOR OF THE BRIDGE. A
 OB0246'STANDARD DISK, STAMPED R 97 1943.
 OB0246
 OB0246                          STATION RECOVERY (1978)
 OB0246
 OB0246'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 OB0246'RECOVERED IN GOOD CONDITION.
 OB0246
 OB0246                          STATION RECOVERY (2006)
 OB0246
 OB0246'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 OB0246'HAND-HELD GPS COORDINATES N 43 45.018 W 069 59.233.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0254 ***********************************************************************
 OC0254  DESIGNATION -  R 98
 OC0254  PID         -  OC0254
 OC0254  STATE/COUNTY-  ME/YORK
 OC0254  USGS QUAD   -  BIDDEFORD (1975)
 OC0254
 OC0254                         *CURRENT SURVEY CONTROL
 OC0254  ___________________________________________________________________
 OC0254* NAD 83(1986)-  43 26 41.     (N)    070 22 44.     (W)     SCALED    
 OC0254* NAVD 88     -        12.020  (meters)      39.44   (feet)  ADJUSTED  
 OC0254  ___________________________________________________________________
 OC0254  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 OC0254  DYNAMIC HT  -          12.018 (meters)      39.43  (feet)  COMP
 OC0254  MODELED GRAV-     980,491.0   (mgal)                       NAVD 88
 OC0254
 OC0254  VERT ORDER  -  SECOND    CLASS 0
 OC0254
 OC0254.The horizontal coordinates were scaled from a topographic map and have
 OC0254.an estimated accuracy of +/- 6 seconds.
 OC0254
 OC0254.The orthometric height was determined by differential leveling
 OC0254.and adjusted by the National Geodetic Survey in June 1991..
 OC0254
 OC0254.The geoid height was determined by GEOID03.
 OC0254
 OC0254.The dynamic height is computed by dividing the NAVD 88
 OC0254.geopotential number by the normal gravity value computed on the
 OC0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0254.degrees latitude (g = 980.6199 gals.).
 OC0254
 OC0254.The modeled gravity was interpolated from observed gravity values.
 OC0254
 OC0254;                    North         East    Units  Estimated Accuracy
 OC0254;SPC ME W     -    67,940.      882,820.      MT  (+/- 180 meters Scaled)
 OC0254
 OC0254                          SUPERSEDED SURVEY CONTROL
 OC0254
 OC0254  NGVD 29 (??/??/92)   12.238  (m)           40.15   (f) ADJ UNCH    2 0
 OC0254
 OC0254.Superseded values are not recommended for survey control.
 OC0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0254.See file dsdata.txt to determine how the superseded data were derived.
 OC0254
 OC0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ884111(NAD 83)
 OC0254_MARKER: DB = BENCH MARK DISK
 OC0254_SETTING: 66 = SET IN ROCK OUTCROP
 OC0254_SP_SET: BEDROCK
 OC0254_STAMPING: R 98 1943
 OC0254_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC0254+STABILITY: POSITION/ELEVATION WELL
 OC0254
 OC0254  HISTORY     - Date     Condition        Report By
 OC0254  HISTORY     - 1943     MONUMENTED       CGS
 OC0254  HISTORY     - 1976     GOOD             NGS
 OC0254
 OC0254                          STATION DESCRIPTION
 OC0254
 OC0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 OC0254'5.1 MI SE FROM BIDDEFORD.
 OC0254'5.1 MILES SOUTHEAST ALONG BIDDEFORD POOL ROAD FROM THE POST
 OC0254'OFFICE AT BIDDEFORD, YORK COUNTY, IN AN OPEN FIELD IN FRONT OF
 OC0254'A BARN, 85 FEET EAST OF THE CENTERLINE OF THE ROAD, 50 FEET
 OC0254'NORTHWEST OF THE NORTHWEST CORNER OF A TWO-STORY HOUSE, IN A
 OC0254'LARGE OUTCROPPING BEDROCK, AND ABOUT 3 FEET HIGHER THAN THE
 OC0254'ROADBED.
 OC0254
 OC0254                          STATION RECOVERY (1976)
 OC0254
 OC0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0254'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0511 ***********************************************************************
 OC0511  DESIGNATION -  R 99
 OC0511  PID         -  OC0511
 OC0511  STATE/COUNTY-  ME/YORK
 OC0511  USGS QUAD   -  KITTERY (1989)
 OC0511
 OC0511                         *CURRENT SURVEY CONTROL
 OC0511  ___________________________________________________________________
 OC0511* NAD 83(1986)-  43 05 06.     (N)    070 43 24.     (W)     SCALED    
 OC0511* NAVD 88     -        10.321  (meters)      33.86   (feet)  ADJUSTED  
 OC0511  ___________________________________________________________________
 OC0511  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 OC0511  DYNAMIC HT  -          10.320 (meters)      33.86  (feet)  COMP
 OC0511  MODELED GRAV-     980,461.1   (mgal)                       NAVD 88
 OC0511
 OC0511  VERT ORDER  -  SECOND    CLASS 0
 OC0511
 OC0511.The horizontal coordinates were scaled from a topographic map and have
 OC0511.an estimated accuracy of +/- 6 seconds.
 OC0511
 OC0511.The orthometric height was determined by differential leveling
 OC0511.and adjusted by the National Geodetic Survey in June 1991..
 OC0511
 OC0511.The geoid height was determined by GEOID03.
 OC0511
 OC0511.The dynamic height is computed by dividing the NAVD 88
 OC0511.geopotential number by the normal gravity value computed on the
 OC0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0511.degrees latitude (g = 980.6199 gals.).
 OC0511
 OC0511.The modeled gravity was interpolated from observed gravity values.
 OC0511
 OC0511;                    North         East    Units  Estimated Accuracy
 OC0511;SPC ME W     -    28,110.      854,670.      MT  (+/- 180 meters Scaled)
 OC0511
 OC0511                          SUPERSEDED SURVEY CONTROL
 OC0511
 OC0511  NGVD 29 (??/??/92)   10.557  (m)           34.64   (f) ADJ UNCH    2 0
 OC0511
 OC0511.Superseded values are not recommended for survey control.
 OC0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0511.See file dsdata.txt to determine how the superseded data were derived.
 OC0511
 OC0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH597716(NAD 83)
 OC0511_MARKER: DB = BENCH MARK DISK
 OC0511_SETTING: 80 = SET IN A BOULDER
 OC0511_SP_SET: BOULDER
 OC0511_STAMPING: R 99 1943
 OC0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC0511+STABILITY: SURFACE MOTION
 OC0511
 OC0511  HISTORY     - Date     Condition        Report By
 OC0511  HISTORY     - 1943     MONUMENTED       CGS
 OC0511  HISTORY     - 1976     GOOD             NGS
 OC0511  HISTORY     - 1988     GOOD             USPSQD
 OC0511  HISTORY     - 1988     GOOD             USPSQD
 OC0511  HISTORY     - 1989     GOOD             USPSQD
 OC0511
 OC0511                          STATION DESCRIPTION
 OC0511
 OC0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 OC0511'1.3 MI W FROM KITTERY POINT.
 OC0511'1.3 MILES WEST ALONG THE KITTERY ROAD FROM THE POST OFFICE AT
 OC0511'KITTERY POINT, YORK COUNTY, 16 FEET SOUTH OF THE CENTERLINE OF
 OC0511'THE ROAD, AT A STONE WALL WITH TWO ENTRANCES (THERE ARE TWO
 OC0511'STONE PILLARS AT EACH ENTRANCE) LEADING TO A HOUSE, 14 FEET EAST
 OC0511'OF THE EAST PILLAR, 1 FOOT NORTH OF THE WALL, AND IN AN
 OC0511'OUTCROPPING BOULDER 1 FOOT ABOVE THE GROUND.
 OC0511
 OC0511                          STATION RECOVERY (1976)
 OC0511
 OC0511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0511'RECOVERED IN GOOD CONDITION.
 OC0511
 OC0511                          STATION RECOVERY (1988)
 OC0511
 OC0511'RECOVERY NOTE BY US POWER SQUADRON 1988 (RSR)
 OC0511'RECOVERED IN GOOD CONDITION.
 OC0511
 OC0511                          STATION RECOVERY (1988)
 OC0511
 OC0511'RECOVERY NOTE BY US POWER SQUADRON 1988 (JAG)
 OC0511'RECOVERED IN GOOD CONDITION.
 OC0511
 OC0511                          STATION RECOVERY (1989)
 OC0511
 OC0511'RECOVERY NOTE BY US POWER SQUADRON 1989 (RSR)
 OC0511'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1082 ***********************************************************************
 QF1082  DESIGNATION -  R IBC
 QF1082  PID         -  QF1082
 QF1082  STATE/COUNTY-  ME/WASHINGTON
 QF1082  USGS QUAD   -  KELLEYLAND (1988)
 QF1082
 QF1082                         *CURRENT SURVEY CONTROL
 QF1082  ___________________________________________________________________
 QF1082* NAD 83(1996)-  45 21 27.72985(N)    067 25 36.55586(W)     ADJUSTED  
 QF1082* NAVD 88     -        64.     (meters)     210.     (feet)  SCALED    
 QF1082  ___________________________________________________________________
 QF1082  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 QF1082  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 QF1082
 QF1082  HORZ ORDER  -  THIRD
 QF1082
 QF1082.The horizontal coordinates were established by classical geodetic methods
 QF1082.and adjusted by the National Geodetic Survey in March 1998..
 QF1082
 QF1082.The orthometric height was scaled from a topographic map.
 QF1082
 QF1082.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1082
 QF1082.The geoid height was determined by GEOID03.
 QF1082
 QF1082;                    North         East     Units Scale Factor Converg.
 QF1082;SPC ME E     -   188,453.234   384,080.147   MT  0.99998689   +0 45 49.0
 QF1082;UTM  19      - 5,023,891.618   623,216.482   MT  0.99978667   +1 07 10.1
 QF1082
 QF1082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1082!SPC ME E     -   0.99999370  x   0.99998689  =   0.99998059
 QF1082!UTM  19      -   0.99999370  x   0.99978667  =   0.99978037
 QF1082
 QF1082                          SUPERSEDED SURVEY CONTROL
 QF1082
 QF1082  NAD 83(1992)-  45 21 27.72799(N)    067 25 36.55533(W) AD(       ) 3
 QF1082  NAD 83(1986)-  45 21 27.73197(N)    067 25 36.56314(W) AD(       ) 3
 QF1082  NAD 27      -  45 21 27.47200(N)    067 25 38.55400(W) AD(       ) 3
 QF1082
 QF1082.Superseded values are not recommended for survey control.
 QF1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1082.See file dsdata.txt to determine how the superseded data were derived.
 QF1082
 QF1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2321623892(NAD 83)
 QF1082_MARKER: X = CHISELED CROSS
 QF1082_SETTING: 80 = SET IN A BOULDER
 QF1082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1082+STABILITY: SURFACE MOTION
 QF1082
 QF1082  HISTORY     - Date     Condition        Report By
 QF1082  HISTORY     - 1910     MONUMENTED       IBC
 QF1082
 QF1082                          STATION DESCRIPTION
 QF1082
 QF1082'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (AJB)
 QF1082'IN THE W SIDE OF THE ST CROIX RIVER, OPPOSITE A LITTLE INLET IN A
 QF1082'MARSHY PLACE ON THE CANADIAN SHORE, AND IS 400 FEET UPSTREAM FROM THE
 QF1082'BIG ELBOW IN THE RIVER ABOVE CORKINS FIELD.
 QF1082'
 QF1082'STATION MARK IS THE CENTER OF A CROSS CUT IN A ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2368 ***********************************************************************
 PE2368  DESIGNATION -  RACCOON RESET
 PE2368  PID         -  PE2368
 PE2368  STATE/COUNTY-  ME/KNOX
 PE2368  USGS QUAD   -  WALDOBORO EAST (1988)
 PE2368
 PE2368                         *CURRENT SURVEY CONTROL
 PE2368  ___________________________________________________________________
 PE2368* NAD 83(1996)-  44 00 32.19361(N)    069 16 57.07145(W)     ADJUSTED  
 PE2368* NAVD 88     -        49.     (meters)     161.     (feet)  SCALED    
 PE2368  ___________________________________________________________________
 PE2368  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 PE2368  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 PE2368
 PE2368  HORZ ORDER  -  THIRD
 PE2368
 PE2368.The horizontal coordinates were established by classical geodetic methods
 PE2368.and adjusted by the National Geodetic Survey in March 1998..
 PE2368
 PE2368.The orthometric height was scaled from a topographic map.
 PE2368
 PE2368.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2368
 PE2368.The geoid height was determined by GEOID03.
 PE2368
 PE2368;                    North         East     Units Scale Factor Converg.
 PE2368;SPC ME E     -    38,323.877   237,252.694   MT  0.99994841   -0 32 37.3
 PE2368;SPC ME W     -   130,987.046   970,901.137   MT  1.00002847   +0 36 51.5
 PE2368;UTM  19      - 4,872,904.877   477,352.622   MT  0.99960631   -0 11 46.6
 PE2368
 PE2368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2368!SPC ME E     -   0.99999632  x   0.99994841  =   0.99994473
 PE2368!SPC ME W     -   0.99999632  x   1.00002847  =   1.00002479
 PE2368!UTM  19      -   0.99999632  x   0.99960631  =   0.99960263
 PE2368
 PE2368:                Primary Azimuth Mark                     Grid Az
 PE2368:SPC ME E     -  THOMASTON CEMENT MILL N STACK            050 57 30.9
 PE2368:SPC ME W     -  THOMASTON CEMENT MILL N STACK            049 48 02.1
 PE2368:UTM  19      -  THOMASTON CEMENT MILL N STACK            050 36 40.2
 PE2368
 PE2368|---------------------------------------------------------------------|
 PE2368| PID    Reference Object                     Distance      Geod. Az  |
 PE2368|                                                           dddmmss.s |
 PE2368| PE2350 THOMASTON CEMENT MILL N STACK       APPROX.13.1 KM 0502453.6 |
 PE2368| PE2354 THOMASTON CEMENT MILL S STACK       APPROX.13.1 KM 0502758.7 |
 PE2368| PE2345 ST GEORGE RIVER N RADIO MAST        APPROX. 5.6 KM 0703617.0 |
 PE2368| PE2348 ST GEORGE RIVER S RADIO MAST        APPROX. 5.5 KM 0730724.8 |
 PE2368| CE8653 RACCOON RM 1                         13.441 METERS 10607     |
 PE2368| OB0327 TENANTS HARBOR CHURCH 2             APPROX. 7.0 KM 1320042.1 |
 PE2368| OB0361 CUSHING CHURCH 1                    APPROX. 1.5 KM 1800221.0 |
 PE2368| CE8654 RACCOON RM 2                          7.544 METERS 34057     |
 PE2368|---------------------------------------------------------------------|
 PE2368
 PE2368                          SUPERSEDED SURVEY CONTROL
 PE2368
 PE2368  NAD 83(1992)-  44 00 32.19800(N)    069 16 57.05438(W) AD(       ) 3
 PE2368  NAD 83(1986)-  44 00 32.20232(N)    069 16 57.06085(W) AD(       ) 3
 PE2368  NAD 27      -  44 00 31.91000(N)    069 16 58.89000(W) AD(       ) 3
 PE2368
 PE2368.Superseded values are not recommended for survey control.
 PE2368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2368.See file dsdata.txt to determine how the superseded data were derived.
 PE2368
 PE2368_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ7735372905(NAD 83)
 PE2368
 PE2368  HISTORY     - Date     Condition        Report By
 PE2368  HISTORY     - 1860     MONUMENTED       CGS
 PE2368  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2368  HISTORY     - 1953     SEE DESCRIPTION  CGS
 PE2368
 PE2368                          STATION DESCRIPTION
 PE2368
 PE2368'DESCRIBED BY COAST AND GEODETIC SURVEY 1860 (FPW)
 PE2368'STATION IS ON A HIGH ROCKY HILL LOCALLY KNOWN AS RACCOON LEDGE
 PE2368'ON THE W SIDE OF ST. GEORGE RIVER (ABOUT 2 MILES INLAND) AND
 PE2368'ABOUT 1/4 MILE E OF MEDUNCOOK RIVER OPPOSITE EAST FRIENDSHIP.  THE
 PE2368'NEAREST APPROACH IS BY WAY OF MAPLE JUICE COVE, FROM THE HEAD OF
 PE2368'WHICH IT BEARS NW ABOUT A MILE.  THE LAND BELONGS TO WILLIAM
 PE2368'CROUSE.  LOUIS MINKS HOUSE IS A SHORT DISTANCE TO THE SW.  THE
 PE2368'STATION IS MARKED BY A HOLE DRILLED IN THE HIGHEST PART OF THE
 PE2368'LEDGE.
 PE2368
 PE2368                          STATION RECOVERY (1934)
 PE2368
 PE2368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2368'THIS STATION WAS RECOVERED AS DESCRIBED.  IT IS ON THE HIGH
 PE2368'PROMINENT LEDGE KNOWN AS RACCOON LEDGE, ON THE E SIDE OF THE
 PE2368'MEDUNCOOK RIVER OPPOSITE E FRIENDSHIP.
 PE2368'
 PE2368'THE STATION WAS RE-MARKED AND TWO REFERENCE MARKS WERE
 PE2368'ESTABLISHED.
 PE2368'
 PE2368'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 PE2368'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 PE2368'
 PE2368'REFERENCE MARK NO. 1 IS ON THE N SLOPE OF THE SAME LEDGE AS
 PE2368'THE STATION AND REFERENCE MARK NO. 2 IS E OF THE STATION ON A
 PE2368'LOWER EDGE.
 PE2368'
 PE2368'TO REACH THE STATION FROM THOMASTON, FOLLOW HIGHWAY 1 W ACROSS
 PE2368'THE ST. GEORGE RIVER BRIDGE AND TURN LEFT ONTO HIGHWAY 220 AT
 PE2368'TOP OF FIRST HILL.  FOLLOW HIGHWAY 220 ABOUT 6 MILES S TO EAST
 PE2368'FRIENDSHIP.  TURN LEFT AND GO DOWN ACROSS STONE BRIDGE OVER THE
 PE2368'MEDUNCOOK RIVER, GO UP STEEP HILL AND TURN LEFT AT TOP.  FOLLOW
 PE2368'ROAD THROUGH THE YARD OF THE FIRST FARMHOUSE AND AROUND THE HEAD
 PE2368'OF A SMALL COVE TO A SECOND FARMHOUSE ON A KNOLL.  WALK N
 PE2368'ACROSS A PASTURE ABOUT 100 METERS TO THE EDGE OF THE WOODS AND
 PE2368'TURN E UP THE HILL ALONG AN OLD WOODS ROAD.  FOLLOW THIS
 PE2368'ABOUT 200 METERS TO THE POINT WHERE IT STARTS DOWN OVER
 PE2368'THE HILL.  THE STATION IS ABOUT 50 METERS S OF THIS POINT
 PE2368'ON THE SHARP TOP OF A HIGH ROCK WHICH IS THE HIGHEST POINT IN
 PE2368'THE VICINITY.  THE STATION CANNOT BE OCCUPIED WITHOUT AN
 PE2368'OBSERVERS PLATFORM AROUND IT.  A 4-FOOT STAND WAS USED.
 PE2368
 PE2368                          STATION RECOVERY (1953)
 PE2368
 PE2368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (PT)
 PE2368'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 PE2368'PUBLISHED DESCRIPTION IS ADEQUATE AND CORRECT.
 PE2368'
 PE2368'THE STATION IS STAMPED RACOON 1860 1934 AND THE REFERENCE MARKS
 PE2368'ARE STAMPED RACOON NO 1 1860 1934 AND RACOON NO 2 1860 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0659 ***********************************************************************
 PD0659  DESIGNATION -  RACE
 PD0659  PID         -  PD0659
 PD0659  STATE/COUNTY-  ME/WASHINGTON
 PD0659  USGS QUAD   -  WEST LUBEC (1975)
 PD0659
 PD0659                         *CURRENT SURVEY CONTROL
 PD0659  ___________________________________________________________________
 PD0659* NAD 83(1996)-  44 51 30.79268(N)    067 07 07.33342(W)     ADJUSTED  
 PD0659* NAVD 88     -         2.8    (meters)       9.     (feet)  VERTCON   
 PD0659  ___________________________________________________________________
 PD0659  LAPLACE CORR-           4.58  (seconds)                    DEFLEC99
 PD0659  GEOID HEIGHT-         -22.56  (meters)                     GEOID03
 PD0659
 PD0659  HORZ ORDER  -  THIRD
 PD0659
 PD0659.The horizontal coordinates were established by classical geodetic methods
 PD0659.and adjusted by the National Geodetic Survey in March 1998..
 PD0659
 PD0659.The NAVD 88 height was computed by applying the VERTCON shift value to
 PD0659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PD0659
 PD0659.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0659
 PD0659.The geoid height was determined by GEOID03.
 PD0659
 PD0659;                    North         East     Units Scale Factor Converg.
 PD0659;SPC ME E     -   133,354.374   409,167.622   MT  1.00004650   +0 58 27.9
 PD0659;UTM  19      - 4,968,959.266   648,639.459   MT  0.99987168   +1 19 38.0
 PD0659
 PD0659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0659!SPC ME E     -   1.00000310  x   1.00004650  =   1.00004960
 PD0659!UTM  19      -   1.00000310  x   0.99987168  =   0.99987478
 PD0659
 PD0659                          SUPERSEDED SURVEY CONTROL
 PD0659
 PD0659  NAD 83(1992)-  44 51 30.78284(N)    067 07 07.33409(W) AD(       ) 3
 PD0659  NAD 83(1986)-  44 51 30.78253(N)    067 07 07.33437(W) AD(       ) 3
 PD0659  NGVD 29 (09/20/87)    3.0    (m)           10.     (f) VERT ANG       
 PD0659
 PD0659.Superseded values are not recommended for survey control.
 PD0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0659.See file dsdata.txt to determine how the superseded data were derived.
 PD0659
 PD0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK4863968959(NAD 83)
 PD0659_MARKER: DD = SURVEY DISK
 PD0659_SETTING: 66 = SET IN ROCK OUTCROP
 PD0659_SP_SET: SET IN A ROCK LEDGE
 PD0659_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0659_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0659+STABILITY: POSITION/ELEVATION WELL
 PD0659
 PD0659  HISTORY     - Date     Condition        Report By
 PD0659  HISTORY     - 1986     MONUMENTED       NOS
 PD0659
 PD0659                          STATION DESCRIPTION
 PD0659
 PD0659'DESCRIBED BY NATIONAL OCEAN SERVICE 1986 (JGF)
 PD0659'THE STATION IS LOCATED ON THE MOST EASTERLY POINT OF THE MOST
 PD0659'EASTERLY OF 2 ISLANDS AT THE ENTRANCE TO TALBOT COVE AND
 PD0659'APPROXIMATELY 0.3 MILES WEST FROM PARKER ISLAND IN STRAIGHT BAY.
 PD0659'
 PD0659'TO REACH STATION, MAKE A LANDING ON THE NE END OF THE ISLAND.
 PD0659'
 PD0659'THE STATION IS A NOS BRONZE DISK STAMPED---RACE 1986---,CEMENTED IN A
 PD0659'CREVICE IN A ROCK LEDGE.
 PD0659'IT IS LOCATED,
 PD0659'1.82 METERS (6FT) W FROM THE HIGH WATER LINE
 PD0659'30.48 METERS (100FT) E FROM THE TREE LINE
 PD0659'0.30 METERS (1FT) ABOVE THE HWL.
 PD0659'
 PD0659'HEIGHT OF LIGHT SHOWN WAS 1.6 METERS ABOVE THE MARK.
 PD0659'DESCRIBED BY J. G. FREDERICK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0301 ***********************************************************************
 OB0301  DESIGNATION -  RACKLEYS ISLAND 1858
 OB0301  PID         -  OB0301
 OB0301  STATE/COUNTY-  ME/KNOX
 OB0301  USGS QUAD   -  HEWETT ISLAND (1973)
 OB0301
 OB0301                         *CURRENT SURVEY CONTROL
 OB0301  ___________________________________________________________________
 OB0301* NAD 83(1996)-  43 59 55.46491(N)    069 03 05.30284(W)     ADJUSTED  
 OB0301* NAVD 88     -        17.     (meters)      56.     (feet)  SCALED    
 OB0301  ___________________________________________________________________
 OB0301  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 OB0301  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 OB0301
 OB0301  HORZ ORDER  -  THIRD
 OB0301
 OB0301.The horizontal coordinates were established by classical geodetic methods
 OB0301.and adjusted by the National Geodetic Survey in March 1998..
 OB0301
 OB0301.The orthometric height was scaled from a topographic map.
 OB0301
 OB0301.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0301
 OB0301.The geoid height was determined by GEOID03.
 OB0301
 OB0301;                    North         East     Units Scale Factor Converg.
 OB0301;SPC ME E     -    37,040.522   255,771.911   MT  0.99992405   -0 22 59.1
 OB0301;UTM  19      - 4,871,734.211   495,873.110   MT  0.99960021   -0 02 08.7
 OB0301
 OB0301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0301!SPC ME E     -   1.00000130  x   0.99992405  =   0.99992535
 OB0301!UTM  19      -   1.00000130  x   0.99960021  =   0.99960151
 OB0301
 OB0301                          SUPERSEDED SURVEY CONTROL
 OB0301
 OB0301  NAD 83(1992)-  43 59 55.46982(N)    069 03 05.28171(W) AD(       ) 3
 OB0301  NAD 83(1986)-  43 59 55.47381(N)    069 03 05.28863(W) AD(       ) 3
 OB0301  NAD 27      -  43 59 55.18300(N)    069 03 07.13800(W) AD(       ) 3
 OB0301
 OB0301.Superseded values are not recommended for survey control.
 OB0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0301.See file dsdata.txt to determine how the superseded data were derived.
 OB0301
 OB0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ9587371734(NAD 83)
 OB0301
 OB0301  HISTORY     - Date     Condition        Report By
 OB0301  HISTORY     - 1858     MONUMENTED       COASUR
 OB0301  HISTORY     - 1909     SEE DESCRIPTION  CGS
 OB0301  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OB0301  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OB0301  HISTORY     - 1954     SEE DESCRIPTION  CGS
 OB0301  HISTORY     - 1954     SEE DESCRIPTION  CGS
 OB0301
 OB0301                          STATION DESCRIPTION
 OB0301
 OB0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1909
 OB0301'ON THE SUMMIT OF A BARE HILL ON THE EASTERN SIDE OF THE ISLAND
 OB0301'OF THAT NAME, WHICH LIES IN THE MOUTH OF W PENOBSCOT BAY CLOSE TO
 OB0301'THE EASTERN SIDE OF ANDREWS ISLAND.
 OB0301'
 OB0301'THE STATION IS A HOLE DRILLED IN A ROCK.
 OB0301
 OB0301                          STATION RECOVERY (1943)
 OB0301
 OB0301'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 OB0301'STATION RECOVERED ACCORDING TO OLD DESCRIPTION.  COMPLETE NEW
 OB0301'DESCRIPTION FOLLOWS--
 OB0301'
 OB0301'THE MARK IS A SHALLOW DRILL HOLE IN GRANITE OUTCROP, LOCATED
 OB0301'ON THE E SIDE AND ON HIGHEST PART OF ANDREWS ISLAND, WHICH LIES
 OB0301'IN THE MOUTH OF WEST PENOBSCOT BAY.  IT IS 30.3 METERS NW OF
 OB0301'CENTER OF A BARE ROCK, 18.8 METERS NW OF A 4-FOOT SPRUCE TREE ON
 OB0301'LEDGE, 11.1 METERS NE OF A 20-FOOT SPRUCE TREE, AND 51.0 METERS
 OB0301'NW OF HIGH-WATER LINE.
 OB0301
 OB0301                          STATION RECOVERY (1953)
 OB0301
 OB0301'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (PT)
 OB0301'STATION WAS NOT FOUND AFTER A 1-HR. SEARCH BY A TWO-MAN PARTY.  THE
 OB0301'PUBLISHED DESCRIPTION IS BELIEVED INADEQUATE FOR PRESENT-DAY
 OB0301'RECOVERY.  THE STATION IS CONSIDERED LOST.
 OB0301
 OB0301                          STATION RECOVERY (1954)
 OB0301
 OB0301'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HOF)
 OB0301'STATION NOT RECOVERED.  SPENT APPROXIMATELY TWO HOURS TRYING TO
 OB0301'LOCATE THE MARK.  WOULD NOT CONSIDER THE STATION LOST OR DESTROYED.
 OB0301
 OB0301                          STATION RECOVERY (1954)
 OB0301
 OB0301'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 OB0301'STATION RECOVERED AS DESCRIBED.  REFERENCE MEASUREMENTS
 OB0301'NOT VERIFIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0660 ***********************************************************************
 PD0660  DESIGNATION -  RAFT
 PD0660  PID         -  PD0660
 PD0660  STATE/COUNTY-  ME/WASHINGTON
 PD0660  USGS QUAD   -  PEMBROKE (1977)
 PD0660
 PD0660                         *CURRENT SURVEY CONTROL
 PD0660  ___________________________________________________________________
 PD0660* NAD 83(1996)-  44 52 39.22807(N)    067 08 03.25131(W)     ADJUSTED  
 PD0660* NAVD 88     -         3.5    (meters)      11.     (feet)  VERTCON   
 PD0660  ___________________________________________________________________
 PD0660  LAPLACE CORR-           4.72  (seconds)                    DEFLEC99
 PD0660  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 PD0660
 PD0660  HORZ ORDER  -  THIRD
 PD0660
 PD0660.The horizontal coordinates were established by classical geodetic methods
 PD0660.and adjusted by the National Geodetic Survey in March 1998..
 PD0660
 PD0660.The NAVD 88 height was computed by applying the VERTCON shift value to
 PD0660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PD0660
 PD0660.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0660
 PD0660.The geoid height was determined by GEOID03.
 PD0660
 PD0660;                    North         East     Units Scale Factor Converg.
 PD0660;SPC ME E     -   135,445.952   407,904.496   MT  1.00004313   +0 57 49.6
 PD0660;UTM  19      - 4,971,042.659   647,363.699   MT  0.99986704   +1 19 00.1
 PD0660
 PD0660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0660!SPC ME E     -   1.00000299  x   1.00004313  =   1.00004612
 PD0660!UTM  19      -   1.00000299  x   0.99986704  =   0.99987003
 PD0660
 PD0660                          SUPERSEDED SURVEY CONTROL
 PD0660
 PD0660  NAD 83(1992)-  44 52 39.21829(N)    067 08 03.25187(W) AD(       ) 3
 PD0660  NAD 83(1986)-  44 52 39.21771(N)    067 08 03.25249(W) AD(       ) 3
 PD0660  NGVD 29 (09/20/87)    3.7    (m)           12.     (f) VERT ANG       
 PD0660
 PD0660.Superseded values are not recommended for survey control.
 PD0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0660.See file dsdata.txt to determine how the superseded data were derived.
 PD0660
 PD0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK4736471043(NAD 83)
 PD0660_MARKER: DD = SURVEY DISK
 PD0660_SETTING: 66 = SET IN ROCK OUTCROP
 PD0660_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 PD0660_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0660_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0660+STABILITY: POSITION/ELEVATION WELL
 PD0660
 PD0660  HISTORY     - Date     Condition        Report By
 PD0660  HISTORY     - 1985     MONUMENTED       NOS
 PD0660
 PD0660                          STATION DESCRIPTION
 PD0660
 PD0660'DESCRIBED BY NATIONAL OCEAN SERVICE 1985 (WVH)
 PD0660'THE STATION IS LOCATED AT THE NORTH END OF CROW NECK ON NORTHERN
 PD0660'POINT ON THE EAST SIDE OF RAFT COVE.  SOUTH AND ACROSS THE WATER
 PD0660'FROM MAHAR PT ON LEIGHTON NECK.  IT IS THREE FT ABOVE HIGH WATER.
 PD0660'
 PD0660'THE STATION WAS REACHED BY BOAT.
 PD0660'
 PD0660'THE STATION IS A NOS BRASS DISK STAMPED---RAFT 1985---, SET IN
 PD0660'CONCRETE IN A DRILL HOLE IN WHITE BEDROCK.  IT IS LOCATED, 4.6
 PD0660'METERS (15.0 FT) SOUTH FROM NORTH POINT OF HIGH WATER LINE,
 PD0660'2.7 METERS (9.0 FT) NORTH FROM SAPLING WITH P K NAIL AND SIGNAL
 PD0660'CLOTH,  3.4 METERS (11.0 FT) EAST FROM WEST LEDGE HIGH WATER LINE.
 PD0660'
 PD0660'HEIGHT OF LIGHT SHOWN WAS 1.4 METERS ABOVE THE MARK.
 PD0660'DESCRIBED BY MWJ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1441 ***********************************************************************
 QG1441  DESIGNATION -  RAGGED 2
 QG1441  PID         -  QG1441
 QG1441  STATE/COUNTY-  ME/PENOBSCOT
 QG1441  USGS QUAD   -  RAGGED MOUNTAIN (1988)
 QG1441
 QG1441                         *CURRENT SURVEY CONTROL
 QG1441  ___________________________________________________________________
 QG1441* NAD 83(1996)-  45 35 04.26720(N)    068 53 31.94289(W)     ADJUSTED  
 QG1441* NAVD 88     -       396.8    (meters)    1302.     (feet)  VERTCON   
 QG1441  ___________________________________________________________________
 QG1441  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 QG1441  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 QG1441
 QG1441  HORZ ORDER  -  FIRST
 QG1441
 QG1441.The horizontal coordinates were established by classical geodetic methods
 QG1441.and adjusted by the National Geodetic Survey in March 1998..
 QG1441
 QG1441.The NAVD 88 height was computed by applying the VERTCON shift value to
 QG1441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QG1441
 QG1441.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1441
 QG1441.The geoid height was determined by GEOID03.
 QG1441
 QG1441;                    North         East     Units Scale Factor Converg.
 QG1441;SPC ME E     -   213,173.785   269,394.872   MT  0.99991151   -0 16 48.5
 QG1441;UTM  19      - 5,047,892.002   508,408.963   MT  0.99960087   +0 04 37.2
 QG1441
 QG1441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1441!SPC ME E     -   0.99994163  x   0.99991151  =   0.99985314
 QG1441!UTM  19      -   0.99994163  x   0.99960087  =   0.99954252
 QG1441
 QG1441|---------------------------------------------------------------------|
 QG1441| PID    Reference Object                     Distance      Geod. Az  |
 QG1441|                                                           dddmmss.s |
 QG1441| CE9471 RAGGED 2 RM 2                         6.428 METERS 07843     |
 QG1441| QG1332 LADD                                APPROX.35.8 KM 2104043.9 |
 QG1441| QG1442 RAGGED MOUNTAIN FIRE TWR 1941         5.425 METERS 25139     |
 QG1441| CE9470 RAGGED 2 RM 1                         6.268 METERS 34130     |
 QG1441|---------------------------------------------------------------------|
 QG1441
 QG1441                          SUPERSEDED SURVEY CONTROL
 QG1441
 QG1441  NAD 83(1992)-  45 35 04.26678(N)    068 53 31.93630(W) AD(       ) 1
 QG1441  NAD 83(1986)-  45 35 04.27175(N)    068 53 31.94740(W) AD(       ) 1
 QG1441  NAD 27      -  45 35 04.09500(N)    068 53 33.79900(W) AD(       ) 1
 QG1441  NGVD 29 (07/19/86)  397.0    (m)         1302.     (f) VERT ANG       
 QG1441
 QG1441.Superseded values are not recommended for survey control.
 QG1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1441.See file dsdata.txt to determine how the superseded data were derived.
 QG1441
 QG1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL0840947892(NAD 83)
 QG1441
 QG1441  HISTORY     - Date     Condition        Report By
 QG1441  HISTORY     - 1941     MONUMENTED       CGS
 QG1441  HISTORY     - 1958     SEE DESCRIPTION  CGS
 QG1441  HISTORY     - 1981     GOOD             LOCENG
 QG1441
 QG1441                          STATION DESCRIPTION
 QG1441
 QG1441'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 QG1441'THE STATION IS LOCATED ABOUT 10.5 MILES SW OF MILLINOCKET, 33.5
 QG1441'MILES ENE OF GREENVILLE, AND 22.5 MILES NE OF MILO, ON THE
 QG1441'HIGHEST POINT OF RAGGED MOUNTAIN, A BARE-TOPPED WOODED HILL, AND
 QG1441'ON LAND OWNED BY THE GREAT NORTHERN PAPER COMPANY OF
 QG1441'MILLINOCKET.  IT IS A STANDARD U.S.G.S. BENCH MARK DISK SET IN
 QG1441'BEDROCK.  THERE ARE NO STAMPINGS ON THE DISK.
 QG1441'
 QG1441'REFERENCE MARK NO. 1 IS A STANDARD U.S.C. AND G.S. DISK SET IN
 QG1441'A DRILL HOLE IN BEDROCK AT THE N EDGE OF THE SUMMIT.  IT IS
 QG1441'STAMPED RAGGED-2 USGS, NO. 1 1941.
 QG1441'
 QG1441'REFERENCE MARK NO. 2 IS A STANDARD U.S.C. AND G.S. DISK SET IN
 QG1441'A DRILL HOLE IN BEDROCK ON THE SE SLOPE OF THE SUMMIT, AND ABOUT
 QG1441'4 FEET LOWER IN ELEVATION THAN THE STATION.  IT IS STAMPED
 QG1441'RAGGED-2 USGS, NO. 2 1941.
 QG1441'
 QG1441'TO REACH THE STATION FROM LONG A SIDING, FOLLOWING FIRE TRAIL
 QG1441'IN A NORTHERLY DIRECTION TO THE TOP OF RAGGED MOUNTAIN AND
 QG1441'STATION AS DESCRIBED.  PACK WILL REQUIRE ABOUT 2 HOURS.  LONG A
 QG1441'SIDING CAN BE REACHED FROM MILLINOCKET BY MAKING ARRANGEMENTS
 QG1441'WITH AGENT OF THE BANGOR AND AROOSTOOK RAILROAD TO HAVE TRAIN
 QG1441'STOP AT LONG A SIDING, OR TRUCK CAN BE DRIVEN TO THE SMALL
 QG1441'TOWN OF PERKINS AND PACK DOWN RAILROAD TRACK TO LONG A SIDING.
 QG1441'
 QG1441'A 4-FOOT STAND REQUIRED TO CLEAR ALL LINES.
 QG1441
 QG1441                          STATION RECOVERY (1958)
 QG1441
 QG1441'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCE)
 QG1441'THIS STATION AND REFERENCE MARKS NO. 1 AND 2 WERE RECOVERED AND
 QG1441'FOUND TO BE IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE.
 QG1441'
 QG1441'THIS STATION WAS NOT OCCUPIED AT THIS TIME.
 QG1441
 QG1441                          STATION RECOVERY (1981)
 QG1441
 QG1441'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (HEN)
 QG1441'(UNSTAMPED USGS DISK) RECOVERED GOOD.
 QG1441'
 QG1441'RAGGED 2 USGS RM-1 1941 RECOVERED GOOD.
 QG1441'
 QG1441'RAGGED 2 USGS RM-2 1941 RECOVERED GOOD.
 QG1441'
 QG1441'TO REACH STATION MARK FROM THE INTERSECTION OF THE B.A.R.R.
 QG1441'CROSSING AND STATE ROUTE 11 AT PARTRIDGE COVE NEAR THE SOUTH END
 QG1441'OF SOUTH TWIN POND IN INDIAN PURCHASE TOWNSHIP GO SOUTHERLY ON
 QG1441'STATE RTE 11 FOR 2.5 MI TO A SIDE ROAD RIGHT OPPOSITE CEADAR LAKE
 QG1441'ROAD.  TURN RIGHT AND GO WESTERLY ON GRAVEL ROAD FOR 3.0 MI TO A
 QG1441'Y-INTERSECTION IN A LOW AND WET AREA.  TAKE RIGHT FORK AND WALK
 QG1441'NORTHERLY FOR 1.0 MI (+ OR -) TO INTERSECTION OF ROAD AND
 QG1441'RAGGED MTN TRAIL.  TURN LEFT AND GO WESTERLY UPHILL FOR .4 MI (+ OR
 QG1441'-) TO RANGERS CAMP.  TURN RIGHT AND GO NORTHERLY FOR .10 MI
 QG1441'TO THE STATION MARK AND LOOKOUT TOWER.
 QG1441'
 QG1441'DISTANCE AND DIRECTION FROM NEAREST TOWN--10.5 MI SW OF MILLINOCKET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0489 ***********************************************************************
 OB0489  DESIGNATION -  RAGGED ISLAND
 OB0489  PID         -  OB0489
 OB0489  STATE/COUNTY-  ME/CUMBERLAND
 OB0489  USGS QUAD   -  BAILEY ISLAND (1990)
 OB0489
 OB0489                         *CURRENT SURVEY CONTROL
 OB0489  ___________________________________________________________________
 OB0489* NAD 83(1996)-  43 43 40.42977(N)    069 56 14.19507(W)     ADJUSTED  
 OB0489* NAVD 88     -        20.     (meters)      66.     (feet)  SCALED    
 OB0489  ___________________________________________________________________
 OB0489  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 OB0489  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 OB0489
 OB0489  HORZ ORDER  -  THIRD
 OB0489
 OB0489.The horizontal coordinates were established by classical geodetic methods
 OB0489.and adjusted by the National Geodetic Survey in March 1998..
 OB0489
 OB0489.The orthometric height was scaled from a topographic map.
 OB0489
 OB0489.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0489
 OB0489.The geoid height was determined by GEOID03.
 OB0489
 OB0489;                    North         East     Units Scale Factor Converg.
 OB0489;SPC ME W     -    99,406.698   918,481.781   MT  0.99997087   +0 09 30.8
 OB0489;UTM  19      - 4,842,078.514   424,511.967   MT  0.99967009   -0 38 52.5
 OB0489
 OB0489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0489!SPC ME W     -   1.00000094  x   0.99997087  =   0.99997181
 OB0489!UTM  19      -   1.00000094  x   0.99967009  =   0.99967103
 OB0489
 OB0489:                Primary Azimuth Mark                     Grid Az
 OB0489:SPC ME W     -  SEBASCODEGAN I CHIM W END HSE            000 05 51.9
 OB0489:UTM  19      -  SEBASCODEGAN I CHIM W END HSE            000 54 15.2
 OB0489
 OB0489|---------------------------------------------------------------------|
 OB0489| PID    Reference Object                     Distance      Geod. Az  |
 OB0489|                                                           dddmmss.s |
 OB0489| OB0576 SEBASCODEGAN I CHIM W END HSE       APPROX. 5.4 KM 0001522.7 |
 OB0489| OB0588 SEBASCODEGAN IS C HARBOR HOTEL      APPROX. 8.0 KM 0261917.7 |
 OB0489| OB0566 GOUDY LEDGE BEACON                  APPROX. 5.5 KM 0412413.2 |
 OB0489| OB0493 JAMISON LEDGE BEACON                APPROX. 5.0 KM 0655307.0 |
 OB0489| OB0475 CAPE SMALL NORTH WATER TOWER        APPROX. 8.0 KM 0930922.5 |
 OB0489| OB0476 CAPE SMALL SOUTH WATER TOWER        APPROX. 8.0 KM 0931907.3 |
 OB0489| OB0472 BALD HEAD LEDGE BEACON              APPROX. 7.5 KM 1153703.1 |
 OB0489| CE8404 RAGGED ISLAND RM 2                   11.215 METERS 14145     |
 OB0489| OC1526 DUNKERS LEDGE BEACON                APPROX. 8.6 KM 2390653.6 |
 OB0489| OC1798 PORTLAND STATE ST TALL SPIRE        APPROX.27.8 KM 2523205.6 |
 OB0489| OC1656 MUNJOY HILL OBSERVATORY             APPROX.26.0 KM 2543702.6 |
 OB0489| OC1527 MARK IS STONE BEACON                APPROX. 7.9 KM 2543814.8 |
 OB0489| OB0622 BAILEY IS S END BUNGOLOW E GAB      APPROX. 5.1 KM 2591823.0 |
 OB0489| OB0484 BAILEY ISLAND WINDMILL              APPROX. 4.6 KM 2740546.3 |
 OB0489| CE8403 RAGGED ISLAND RM 1                    2.780 METERS 27926     |
 OB0489| OB0585 ORR I LOVELLS COVE PT HSE CHIM      APPROX. 4.2 KM 3153650.0 |
 OB0489| OB0584 HARPSWELL CHURCH 1854               APPROX. 8.9 KM 3334256.0 |
 OB0489|---------------------------------------------------------------------|
 OB0489
 OB0489                          SUPERSEDED SURVEY CONTROL
 OB0489
 OB0489  NAD 83(1992)-  43 43 40.42747(N)    069 56 14.19475(W) AD(       ) 3
 OB0489  NAD 83(1986)-  43 43 40.43329(N)    069 56 14.20019(W) AD(       ) 3
 OB0489  NAD 27      -  43 43 40.12900(N)    069 56 16.03500(W) AD(       ) 3
 OB0489
 OB0489.Superseded values are not recommended for survey control.
 OB0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0489.See file dsdata.txt to determine how the superseded data were derived.
 OB0489
 OB0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ2451242079(NAD 83)
 OB0489
 OB0489  HISTORY     - Date     Condition        Report By
 OB0489  HISTORY     - 1854     MONUMENTED       CGS
 OB0489  HISTORY     - 1911     SEE DESCRIPTION  CGS
 OB0489  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OB0489  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0489
 OB0489                          STATION DESCRIPTION
 OB0489
 OB0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1911
 OB0489'THIS STATION IS ON THE EASTERN SIDE OF THE ISLAND OF THAT
 OB0489'NAME, ON THE RIDGE FORMING THE BACKBONE.  THE ISLAND LIES OFF
 OB0489'THE MOUTH OF QUOHOG BAY (CASCO BAY) ABOUT 4 MILES NW BY W FROM
 OB0489'BALD HEAD OF CAPE SMALL PENINSULA, AND 2-1/2 MILES E OF BAILEYS
 OB0489'ISLAND.  THE STATION IS ABOUT 200 METERS S OF THE NE POINT OF THE
 OB0489'ISLAND ON A BARE LEDGE NEAR THE EDGE OF THE TREES TO THE
 OB0489'EASTWARD AND 30 METERS N OF THE EDGE OF THE TREES TO THE
 OB0489'WESTWARD.  THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE
 OB0489'DISKS WEDGED IN DRILL HOLES IN BOULDERS.  THE REFERENCE MARK
 OB0489'IS 2.78 METERS TO THE WNW.  ALSO A 3/4-INCH DRILL HOLE, 2.96
 OB0489'METERS NE OF THE STATION AND A PINE TREE BLAZED WITH A TRIANGLE,
 OB0489'2.93 METERS N OF THE STATION, SERVE AS ADDITIONAL REFERENCE
 OB0489'MARKS.  A PILE OF STONE IS PLACED OVER THE STATION.
 OB0489
 OB0489                          STATION RECOVERY (1933)
 OB0489
 OB0489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OB0489'STATION RECOVERED AS DESCRIBED.
 OB0489'
 OB0489'STATION MARK IS SURROUNDED BY 3 ANCHOR BOLTS, ONE IS 1.24
 OB0489'METERS NE, ANOTHER IS 1.26 METERS NW, AND A THIRD IS
 OB0489'1.21 METERS SE.  THERE IS AN OLD DRILL HOLE 2.96 METERS NE
 OB0489'IN THE SAME LEDGE AND A 12-INCH SPRUCE PINE 2.9 METERS N.
 OB0489'
 OB0489'REFERENCE MARK NO. 1 (1911) IS IN THE SAME LEDGE AS THE
 OB0489'STATION AND JUST NW, 3 METERS FROM A BLUFF TO THE WEST.
 OB0489'
 OB0489'REFERENCE MARK NO. 2 (1933) IS IN THE SAME LEDGE AS THE
 OB0489'STATION TO THE S AND IS ONE METER FROM A ROCK BLUFF TO THE E.
 OB0489'
 OB0489'HEIGHT OF SIGNAL ABOVE STATION MARK - 5.84 METERS.
 OB0489
 OB0489                          STATION RECOVERY (1942)
 OB0489
 OB0489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OB0489'PREVIOUS DESCRIPTION SHOULD BE AMENDED AS FOLLOWS--THE STATION
 OB0489'IS ABOUT 400 METERS SE OF THE MOST N (SHARP AND NARROW) POINT
 OB0489'OF THE ISLAND ON THE BACKBONE RIDGE EXTENDING ALONG THE NE
 OB0489'SIDE OF THE ISLAND.  STATION IS ON THE BARE ROCK LEDGE BUT IS NOW
 OB0489'WELL SURROUNDED BY CONIFEROUS TREES.  ABEAM OF THE STATION AND
 OB0489'OFFSHORE ABOUT 20 METERS, THERE ARE TWO ROCK LEDGES AWASH
 OB0489'AT HIGH WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0292 ***********************************************************************
 OB0292  DESIGNATION -  RAGGED ISLAND 1913
 OB0292  PID         -  OB0292
 OB0292  STATE/COUNTY-  ME/KNOX
 OB0292  USGS QUAD   -  MATINICUS (1973)
 OB0292
 OB0292                         *CURRENT SURVEY CONTROL
 OB0292  ___________________________________________________________________
 OB0292* NAD 83(1996)-  43 49 18.06019(N)    068 53 38.79616(W)     ADJUSTED  
 OB0292* NAVD 88     -        23.     (meters)      75.     (feet)  SCALED    
 OB0292  ___________________________________________________________________
 OB0292  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 OB0292  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 OB0292
 OB0292  HORZ ORDER  -  THIRD
 OB0292
 OB0292.The horizontal coordinates were established by classical geodetic methods
 OB0292.and adjusted by the National Geodetic Survey in March 1998..
 OB0292
 OB0292.The orthometric height was scaled from a topographic map.
 OB0292
 OB0292.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0292
 OB0292.The geoid height was determined by GEOID03.
 OB0292
 OB0292;                    North         East     Units Scale Factor Converg.
 OB0292;SPC ME E     -    17,297.253   268,298.576   MT  0.99991236   -0 16 22.4
 OB0292;UTM  19      - 4,852,073.366   508,515.018   MT  0.99960089   +0 04 24.0
 OB0292
 OB0292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0292!SPC ME E     -   1.00000034  x   0.99991236  =   0.99991270
 OB0292!UTM  19      -   1.00000034  x   0.99960089  =   0.99960123
 OB0292
 OB0292                          SUPERSEDED SURVEY CONTROL
 OB0292
 OB0292  NAD 83(1992)-  43 49 18.06790(N)    068 53 38.77458(W) AD(       ) 3
 OB0292  NAD 83(1986)-  43 49 18.07125(N)    068 53 38.78172(W) AD(       ) 3
 OB0292  NAD 27      -  43 49 17.77500(N)    068 53 40.65000(W) AD(       ) 3
 OB0292
 OB0292.Superseded values are not recommended for survey control.
 OB0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0292.See file dsdata.txt to determine how the superseded data were derived.
 OB0292
 OB0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ0851552073(NAD 83)
 OB0292
 OB0292  HISTORY     - Date     Condition        Report By
 OB0292  HISTORY     - 1913     MONUMENTED       CGS
 OB0292  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0292  HISTORY     - 1944     SEE DESCRIPTION  CGS
 OB0292  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OB0292
 OB0292                          STATION DESCRIPTION
 OB0292
 OB0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (NHH)
 OB0292'ON THE HIGH, BARE SPOT ON THE SOUTHERN END OF RAGGED ISLAND.  THE
 OB0292'STATION MARK IS A STANDARD TRIANGULATION MARK STEM.  A NAIL IS
 OB0292'INSERTED IN THE STEM.  THE MARK IS SET IN CONCRETE FLUSH WITH ITS
 OB0292'FACE.  REFERENCE MARK NO. 1, A DRILL HOLE 1/2 INCH DEEP
 OB0292'SURROUNDED BY A 2-INCH CIRCLE, IN A ROCK SHOWING AN IRON
 OB0292'CONTENT BY ITS REDDISH-BROWN COLOR, IS 16.23 METERS FROM THE
 OB0292'STATION, IN AZIMUTH 331 DEG 16 MIN.  REFERENCE MARK NO. 2 A
 OB0292'DRILL HOLE 1 INCH DEEP IN A LEDGE IS 2.85 METERS FROM THE
 OB0292'STATION, IN AZIMUTH 145 DEG 13 MIN.
 OB0292
 OB0292                          STATION RECOVERY (1934)
 OB0292
 OB0292'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0292'THIS STATION WAS SEARCHED FOR FROM THE DESCRIPTION.  THE
 OB0292'REFERENCE DRILL HOLES WERE RECOVERED AS DESCRIBED, BUT THE
 OB0292'STATION MARK HAS BEEN REMOVED AND MAY BE CONSIDERED LOST.
 OB0292
 OB0292                          STATION RECOVERY (1944)
 OB0292
 OB0292'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 OB0292'STATION IS LOST.  BOTH REFERENCE MARKS WERE RECOVERED.  THE
 OB0292'CONCRETE THAT THE MARK WAS SUPPOSEDLY IN WAS FOUND, BUT PART OF
 OB0292'IT WAS DISTURBED IN DIGGING FOR THE STATION.  PART OF IT REMAINED
 OB0292'IN PLACE INTACT.  A PIECE OF THE CONCRETE THAT WAS DUG UP HAD
 OB0292'A NAIL IN IT WHICH WAS ASSUMED TO BE THE STATION MARK.  THE
 OB0292'AZIMUTH FROM R.M. 2 FROM MATINICUS ROCK LIGHTHOUSE (SOUTH)
 OB0292'WAS CHECKED AND AGREED VERY WELL.  THE POINT WAS RE-MARKED WITH
 OB0292'A STANDARD TOPOGRAPHIC DISK STAMPED RAGGED 1944 AND IS
 OB0292'BELIEVED TO BE WITHIN 6 INCHES OF THE OLD STATION.  THIS MARK
 OB0292'WILL PROBABLY GET COVERED UP BUT REFERENCE MARKS ARE IN
 OB0292'OPEN.  MARK IS JUST TO NE OF RANGE TO MATINICUS ROCK
 OB0292'LIGHTHOUSE (SOUTH).
 OB0292'
 OB0292'DISTANCE TOPOGRAPHIC STATION RAGGED TO R.M. 1 IS 16.295 METERS.
 OB0292'
 OB0292'DISTANCE TOPOGRAPHIC STATION RAGGED TO R.M. 2 IS 2.905 METERS.
 OB0292
 OB0292                          STATION RECOVERY (1953)
 OB0292
 OB0292'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (PT)
 OB0292'THE STATION MARK IS DESTROYED.  THE TWO REFERENCE MARKS WERE
 OB0292'RECOVERED IN GOOD CONDITION.  A TOPOGRAPHIC DISK, STAMPED RAGGED
 OB0292'1944 WAS SET IN THE APPROXIMATE POSITION OF THE STATION BY
 OB0292'F.L.P. IN 1944.  THE PUBLISHED DESCRIPTION IS ADEQUATE FOR
 OB0292'RECOVERY.
 OB0292'
 OB0292'USE WITH CARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1442 ***********************************************************************
 QG1442  DESIGNATION -  RAGGED MOUNTAIN FIRE TWR 1941
 QG1442  PID         -  QG1442
 QG1442  STATE/COUNTY-  ME/PENOBSCOT
 QG1442  USGS QUAD   -  RAGGED MOUNTAIN (1988)
 QG1442
 QG1442                         *CURRENT SURVEY CONTROL
 QG1442  ___________________________________________________________________
 QG1442* NAD 83(1996)-  45 35 04.21186(N)    068 53 32.18041(W)     ADJUSTED  
 QG1442* NAVD 88     -                                                        
 QG1442  ___________________________________________________________________
 QG1442  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 QG1442  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 QG1442
 QG1442  HORZ ORDER  -  THIRD
 QG1442
 QG1442.The horizontal coordinates were established by classical geodetic methods
 QG1442.and adjusted by the National Geodetic Survey in March 1998..
 QG1442
 QG1442
 QG1442.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1442
 QG1442.The geoid height was determined by GEOID03.
 QG1442
 QG1442;                    North         East     Units Scale Factor Converg.
 QG1442;SPC ME E     -   213,172.102   269,389.716   MT  0.99991152   -0 16 48.7
 QG1442;UTM  19      - 5,047,890.287   508,403.818   MT  0.99960087   +0 04 37.0
 QG1442
 QG1442                          SUPERSEDED SURVEY CONTROL
 QG1442
 QG1442  NAD 83(1992)-  45 35 04.21145(N)    068 53 32.17382(W) AD(       ) 4
 QG1442  NAD 83(1986)-  45 35 04.21641(N)    068 53 32.18493(W) AD(       ) 4
 QG1442  NAD 27      -  45 35 04.04000(N)    068 53 34.03700(W) AD(       ) 3
 QG1442
 QG1442.Superseded values are not recommended for survey control.
 QG1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1442.See file dsdata.txt to determine how the superseded data were derived.
 QG1442
 QG1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL0840447890(NAD 83)
 QG1442_MARKER: 55 = TOWER
 QG1442
 QG1442  HISTORY     - Date     Condition        Report By
 QG1442  HISTORY     - 1941     FIRST OBSERVED   CGS
 QG1442  HISTORY     - 1942     GOOD             CGS
 QG1442  HISTORY     - 1978     GOOD             NGS
 QG1442
 QG1442                          STATION DESCRIPTION
 QG1442
 QG1442'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 QG1442'THIS INTERSECTION STATION IS LOCATED ABOUT 10.5 MILES SW OF
 QG1442'MILLINOCKET, ON THE HIGHEST POINT OF RAGGED MOUNTAIN, A BARE-TOPPED
 QG1442'WOODED HILL, AND ON LAND OWNED BY THE GREAT NORTHERN PAPER
 QG1442'COMPANY OF MILLINOCKET.  IT IS A FOUR-LEGGED STEEL STRUCTURE
 QG1442'ABOUT 50 FEET HIGH WITH A GLASS ENCLOSED CAB PAINTED WHITE.  THE
 QG1442'CENTER OF THE BASE OF THE TOWER IS THE POINT OBSERVED ON.
 QG1442'
 QG1442'LOCATED BY TRAVERSE TO STATION RAGGED 2 USGS.
 QG1442'
 QG1442'DISTANCE 17.79 FEET (5.425 METERS).
 QG1442
 QG1442                          STATION RECOVERY (1942)
 QG1442
 QG1442'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (HJB)
 QG1442'STATION IN GOOD CONDITION AND ORIGINAL DESCRIPTION ADEQUATE.
 QG1442'
 QG1442'AS THE PURPOSE OF THIS SURVEY DID NOT REQUIRE ACTUALLY VISITING
 QG1442'THIS STATION AND THE TIME TAKEN DID NOT WARRANT IT, THIS STATION
 QG1442'WAS NOT VISITED.  HOWEVER, I WAS ASSURED BY THE FOREST SERVICE
 QG1442'RANGER, WHO VISITS THIS LOOKOUT SEVERAL TIMES EACH WEEK, THAT
 QG1442'THE TOWER IS IN GOOD CONDITION.
 QG1442
 QG1442                          STATION RECOVERY (1978)
 QG1442
 QG1442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (DHB)
 QG1442'STATION RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2366 ***********************************************************************
 PE2366  DESIGNATION -  RAGGED MTN
 PE2366  PID         -  PE2366
 PE2366  STATE/COUNTY-  ME/KNOX
 PE2366  USGS QUAD   -  WEST ROCKPORT (1988)
 PE2366
 PE2366                         *CURRENT SURVEY CONTROL
 PE2366  ___________________________________________________________________
 PE2366* NAD 83(1996)-  44 12 44.98973(N)    069 09 03.35690(W)     ADJUSTED  
 PE2366* NAVD 88     -       396.8    (meters)    1302.     (feet)  VERTCON   
 PE2366  ___________________________________________________________________
 PE2366  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 PE2366  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 PE2366
 PE2366  HORZ ORDER  -  FIRST
 PE2366
 PE2366.The horizontal coordinates were established by classical geodetic methods
 PE2366.and adjusted by the National Geodetic Survey in March 1998..
 PE2366
 PE2366.The NAVD 88 height was computed by applying the VERTCON shift value to
 PE2366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PE2366
 PE2366.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2366
 PE2366.The geoid height was determined by GEOID03.
 PE2366
 PE2366;                    North         East     Units Scale Factor Converg.
 PE2366;SPC ME E     -    60,847.789   247,983.052   MT  0.99993327   -0 27 14.1
 PE2366;SPC ME W     -   153,725.806   981,174.262   MT  1.00004767   +0 42 30.0
 PE2366;UTM  19      - 4,895,485.946   487,942.395   MT  0.99960179   -0 06 18.9
 PE2366
 PE2366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2366!SPC ME E     -   0.99994173  x   0.99993327  =   0.99987500
 PE2366!SPC ME W     -   0.99994173  x   1.00004767  =   0.99998939
 PE2366!UTM  19      -   0.99994173  x   0.99960179  =   0.99954354
 PE2366
 PE2366|---------------------------------------------------------------------|
 PE2366| PID    Reference Object                     Distance      Geod. Az  |
 PE2366|                                                           dddmmss.s |
 PE2366| CE8656 RAGGED MTN RM 1                       3.640 METERS 00035     |
 PE2366| CE8655 RAGGED MTN AZ MK                                   0005356.6 |
 PE2366| PE2278 MOUNT BATTIE MEM OBSERVATORY        APPROX. 6.6 KM 0800259.9 |
 PE2366| PE2262 CAMDEN WHITE BRICK STACK            APPROX. 6.7 KM 0920712.5 |
 PE2366| PE2258 NORTHEAST POINT LEDGES SPINDLE      APPROX. 8.4 KM 0925946.3 |
 PE2366| PE2271 INNER LEDGES SPINDLE                APPROX. 8.4 KM 0935949.3 |
 PE2366| PE2264 CAMDEN WHITE CHURCH SPIRE           APPROX. 6.7 KM 0941510.9 |
 PE2366| PE2268 OJIERS EDWIN HOUSE                  APPROX. 7.4 KM 1021319.1 |
 PE2366| PE2260 OJIER                               APPROX. 7.6 KM 1041202.1 |
 PE2366| OB0277 MOUNT DESERT ROCK LIGHTHOUSE        APPROX.86.3 KM 1075615.1 |
 PE2366| PE2263 ROCKPORT CONG CH SQUARE SPIRE       APPROX. 7.1 KM 1123750.1 |
 PE2366| PE2261 ROCKPORT SCHOOLHOUSE CLOCK TWR      APPROX. 6.8 KM 1123914.1 |
 PE2366| PE2277 ROCKPORT WHITE SQUARE CUPOLA        APPROX. 7.1 KM 1134917.7 |
 PE2366| PE2267 ROCKPORT UNIV CHURCH                APPROX. 6.8 KM 1171913.1 |
 PE2366| PE2087 BROWNS HEAD LIGHTHOUSE              APPROX.22.3 KM 1200045.9 |
 PE2366| PE2036 SADDLEBACK LEDGE LIGHTHOUSE         APPROX.40.5 KM 1224727.5 |
 PE2366| PE2090 FIDDLERS LEDGE STONE BEACON         APPROX.20.9 KM 1255947.1 |
 PE2366| PE2265 PORTERFIELD LEDGE BEACON            APPROX. 9.7 KM 1321218.5 |
 PE2366| PE2276 BEECH HILL LONE TREE                APPROX. 6.2 KM 1415800.3 |
 PE2366| PE2295 JAMESON PT SAMOSET HOTEL TANK       APPROX.11.7 KM 1532337.5 |
 PE2366| OB0283 MATINICUS ROCK LIGHTHOUSE N         APPROX.53.2 KM 1532524.4 |
 PE2366| PE2288 CRESCENT ISLAND                     APPROX.23.1 KM 1562308.3 |
 PE2366| PE2354 THOMASTON CEMENT MILL S STACK       APPROX.14.3 KM 1813923.4 |
 PE2366| PE2350 THOMASTON CEMENT MILL N STACK       APPROX.14.3 KM 1814050.8 |
 PE2366| PE2363 THOMASTON SPIRE E PART OF TOWN      APPROX.14.7 KM 1852309.7 |
 PE2366| PE2359 THOMASTON TALL WHITE SPIRE          APPROX.15.3 KM 1893945.0 |
 PE2366| PE2352 THOMASTON WATER TANK                APPROX.15.2 KM 1932414.0 |
 PE2366| OB0329 TURKEY CHURCH 2 1934                APPROX.30.5 KM 1941557.1 |
 PE2366| OB0328 TURKEY CHURCH                       APPROX.30.5 KM 1941610.1 |
 PE2366| OB0378 MONHEGAN LIGHT                      APPROX.51.5 KM 1945657.9 |
 PE2366| CE8657 RAGGED MTN RM 2                       6.686 METERS 26425     |
 PE2366|---------------------------------------------------------------------|
 PE2366
 PE2366                          SUPERSEDED SURVEY CONTROL
 PE2366
 PE2366  NAD 83(1992)-  44 12 44.99521(N)    069 09 03.33806(W) AD(       ) 1
 PE2366  NAD 83(1986)-  44 12 44.99941(N)    069 09 03.34430(W) AD(       ) 1
 PE2366  NAD 27      -  44 12 44.71500(N)    069 09 05.18900(W) AD(       ) 1
 PE2366  NGVD 29 (07/19/86)  397.0    (m)         1302.     (f) VERT ANG       
 PE2366
 PE2366.Superseded values are not recommended for survey control.
 PE2366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2366.See file dsdata.txt to determine how the superseded data were derived.
 PE2366
 PE2366_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ8794295486(NAD 83)
 PE2366
 PE2366  HISTORY     - Date     Condition        Report By
 PE2366  HISTORY     - 1854     MONUMENTED       CGS
 PE2366  HISTORY     - 1932     SEE DESCRIPTION  MEGS
 PE2366  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2366  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2366  HISTORY     - 1953     SEE DESCRIPTION  CGS
 PE2366  HISTORY     - 1979     SEE DESCRIPTION  MEDT
 PE2366
 PE2366                          STATION DESCRIPTION
 PE2366
 PE2366'DESCRIBED BY COAST AND GEODETIC SURVEY 1854 (ADB)
 PE2366'ON THE SUMMIT OF THE MOUNTAIN OF THAT NAME, ALSO KNOWN
 PE2366'LOCALLY AS HOSMER MOUNTAIN, WHICH IS LOCATED ON THE W SIDE OF
 PE2366'PENOBSCOT BAY ABOUT 4 MILES W OF CAMDEN AND ABOUT 7 MILES N OF
 PE2366'ROCKLAND.
 PE2366'
 PE2366'THE STATION MARK IS A COPPER BOLT SET IN A HOLE IN A ROCK.  THE
 PE2366'LATITUDE STATION OF 1854, MARKED BY A DRILL HOLE IN LEDGE, IS
 PE2366'12.47 METERS S AND 11.18 METERS E OF THE STATION.
 PE2366'
 PE2366'IT IS READILY REACHED FROM CAMDEN BY THE ROAD TO THE NE BASE
 PE2366'OF THE MOUNTAIN AND THENCE TO THE SUMMIT BY A ROAD CONSTRUCTED
 PE2366'BY THE COAST SURVEY IN 1854.
 PE2366
 PE2366                          STATION RECOVERY (1932)
 PE2366
 PE2366'RECOVERY NOTE BY MAINE GEODETIC SURVEY 1932
 PE2366'ACCORDING TO THE U.S.G.S. ROCKPORT SHEET, THE STATION IS ON THE
 PE2366'LINE BETWEEN THE TOWNSHIPS OF CAMDEN AND ROCKPORT.  THE
 PE2366'STATION IS ON A LEDGE ON THE HIGHEST PART OF THE SUMMIT AND IS
 PE2366'IN A 10-ACRE RESERVATION, OWNED BY THE APPALACHIAN MOUNTAIN
 PE2366'CLUB, OF BOSTON.  I VISITED THE STATION ON AUGUST 15, 1932, AND
 PE2366'FOUND THE COPPER BOLT FIRMLY IN PLACE AND IN GOOD CONDITION,
 PE2366'WITH A DEEPLY-CUT CROSS IN THE HEAD.  I FOUND 7 DRILL HOLES,
 PE2366'WHICH APPEARED TO BE ON LINES TO OTHER STATIONS, ALTHOUGH NO
 PE2366'RANGE HOLES ARE MENTIONED IN THE DESCRIPTION.  TWO OR THREE
 PE2366'OF THE HOLES CONTAINED WOODEN PLUGS, WHICH WERE DOUBTLESS
 PE2366'PLACED WHEN THE STATION WAS ORIGINALLY OCCUPIED.  THE
 PE2366'DISTANCES GIVEN BELOW ARE APPROXIMATELY THE HORIZONTAL
 PE2366'DISTANCES, IN FEET, FROM THE STATION TO THE HOLES.  SEBATTUS
 PE2366'17.2.  MOUNT BLUE 18.7.  MOUNT HARRIS 11.95.  SAUNDERS 5.68.
 PE2366'HUMPBACK 12.6.  MOUNT DESERT 7.5.  ISLE AU HAUT 7.5.  THE
 PE2366'LATTER WAS FILLED WITH WHAT APPEARED TO BE IRON NAILS
 PE2366'AND WAS ABOUT 1 DEG N OF THE LINE TO ISLE AU HAUT, SO IT MAY
 PE2366'NOT BE A RANGE HOLE.  I FOUND A SHALLOW HOLE, ABOUT 1/4 INCH
 PE2366'DEEP, DIRECTLY S OF THE STATION, DISTANT 37.2 FEET.  A
 PE2366'CAIRN, TWO OR THREE FEET HIGH, IS A LITTLE S OF E OF THE
 PE2366'STATION, DISTANT ABOUT 5 FEET.  6 IRON EYE-BOLTS (2 PAIRS AND 2
 PE2366'SINGLE ONES), ARE SET IN THE LEDGE, AT DISTANCES VARYING
 PE2366'BETWEEN 6-1/2 AND 8-1/4 FEET FROM THE STATION, HAVING EVIDENTLY
 PE2366'SERVED TO HOLD A SIGNAL IN PLACE.  THE VIEW IS CLEAR, EXCEPT
 PE2366'FROM ABOUT SW THROUGH N TO ABOUT NNE, WHERE IT IS OBSTRUCTED
 PE2366'BY TREES.  I ALSO FOUND THE HOLE WHICH MARKED THE LATITUDE
 PE2366'STATION, AND ABOUT 0.67 FOOT NW OF IT ANOTHER HOLE, ABOUT 1/4
 PE2366'INCH DEEP.
 PE2366'
 PE2366'IT MAY BE REACHED BY A TRAIL WHICH IS A CONTINUATION OF AN
 PE2366'OLD ROAD ON THE SOUTHERN SIDE OF HOSMER POND, ABOUT 3-1/2 MILES
 PE2366'W OF CAMDEN.  THE TRAIL IS MORE OR LESS OVERGROWN IN PLACES, BUT
 PE2366'IS MARKED IN PART BY WOODEN ARROWS AND STONE CAIRNS, AND IS NOT
 PE2366'DIFFICULT TO FOLLOW.  THE CLIMB TAKES ABOUT 3/4 HOUR.
 PE2366
 PE2366                          STATION RECOVERY (1934)
 PE2366
 PE2366'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2366'THE RECOVERY NOTE FOR THIS STATION, WHICH WAS WRITTEN BY
 PE2366'MR. H. S. SHAW IN 1932, WAS CHECKED IN EVERY DETAIL AND FOUND
 PE2366'TO BE ENTIRELY ADEQUATE.  AT THIS RECOVERY THE STATION MARK, A
 PE2366'COPPER BOLT WITH A CROSS IN TOP, WAS NOT CHANGED BUT TWO
 PE2366'REFERENCE MARKS WERE SET, STANDARD BRONZE DISKS IN OUTCROPPING
 PE2366'BEDROCK.  THEY ARE ON THE SAME GENERAL LEDGE AS THE STATION,
 PE2366'NO.1 BEING ON THE N SLOPE AND NO.2 ON THE W SLOPE.
 PE2366
 PE2366                          STATION RECOVERY (1943)
 PE2366
 PE2366'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2366'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED EXCEPT FOR
 PE2366'THE FOLLOWING--
 PE2366'
 PE2366'ONLY ONE WOODEN ARROW WAS FOUND MARKING THE TRAIL.  SEVERAL
 PE2366'WOOD ROADS LEAD OFF FROM THE LOWER PART OF THE TRAIL.  KEEP
 PE2366'TOWARDS THE MOUNTAIN AND NO TROUBLE SHOULD BE EXPERIENCED.  THE
 PE2366'UPPER PART OF THE TRAIL IS MARKED BY ROCK CAIRNS AND RAGS
 PE2366'SECURED TO BUSHES AND TREES.  BLAZES ALSO HELP DEFINE THE TRAIL.
 PE2366
 PE2366                          STATION RECOVERY (1953)
 PE2366
 PE2366'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (PT)
 PE2366'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION
 PE2366'IS ADEQUATE AND COMPLETE.
 PE2366
 PE2366                          STATION RECOVERY (1979)
 PE2366
 PE2366'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1979 (BJR)
 PE2366'COPPER BOLT W/X GOOD
 PE2366'
 PE2366'RM 1 GOOD
 PE2366'
 PE2366'RM 2 GOOD
 PE2366'
 PE2366'A SKI AREA IS NOW ON THE MOUNTAIN.  A 4-WHEEL DRIVE CAN BE
 PE2366'DRIVEN TO THE TOP OF THE SKI TOW AND A WELL DEFINED TRAIL LEADS
 PE2366'TO THE TOP AND STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0250 ***********************************************************************
 QH0250  DESIGNATION -  RAIN IBC
 QH0250  PID         -  QH0250
 QH0250  STATE/COUNTY-  ME/FRANKLIN
 QH0250  USGS QUAD   -  KIBBY MOUNTAIN (1970)
 QH0250
 QH0250                         *CURRENT SURVEY CONTROL
 QH0250  ___________________________________________________________________
 QH0250* NAD 83(1996)-  45 24 10.36837(N)    070 35 16.36862(W)     ADJUSTED  
 QH0250* NAVD 88     -       986.     (meters)    3235.     (feet)  SCALED    
 QH0250  ___________________________________________________________________
 QH0250  LAPLACE CORR-           3.47  (seconds)                    DEFLEC99
 QH0250  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 QH0250
 QH0250  HORZ ORDER  -  THIRD
 QH0250
 QH0250.The horizontal coordinates were established by classical geodetic methods
 QH0250.and adjusted by the National Geodetic Survey in March 1998..
 QH0250
 QH0250.The orthometric height was scaled from a topographic map.
 QH0250
 QH0250.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0250
 QH0250.The geoid height was determined by GEOID03.
 QH0250
 QH0250;                    North         East     Units Scale Factor Converg.
 QH0250;SPC ME W     -   285,590.844   867,023.320   MT  0.99998003   -0 17 59.8
 QH0250;UTM  19      - 5,028,933.169   375,731.103   MT  0.99978987   -1 07 50.9
 QH0250
 QH0250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0250!SPC ME W     -   0.99984945  x   0.99998003  =   0.99982948
 QH0250!UTM  19      -   0.99984945  x   0.99978987  =   0.99963935
 QH0250
 QH0250:                Primary Azimuth Mark                     Grid Az
 QH0250:SPC ME W     -  BROWN IBC                                263 58 18.4
 QH0250:UTM  19      -  BROWN IBC                                264 48 09.5
 QH0250
 QH0250|---------------------------------------------------------------------|
 QH0250| PID    Reference Object                     Distance      Geod. Az  |
 QH0250|                                                           dddmmss.s |
 QH0250| QH0254 BROWN IBC                           APPROX. 2.8 KM 2634018.6 |
 QH0250|---------------------------------------------------------------------|
 QH0250
 QH0250                          SUPERSEDED SURVEY CONTROL
 QH0250
 QH0250  NAD 83(1992)-  45 24 10.36622(N)    070 35 16.36304(W) AD(       ) 3
 QH0250  NAD 83(1992)-  45 24 10.37209(N)    070 35 16.35963(W) AD(       ) 3
 QH0250  NAD 83(1986)-  45 24 10.36925(N)    070 35 16.36865(W) AD(       ) 3
 QH0250  NAD 27      -  45 24 10.19300(N)    070 35 18.11600(W) AD(       ) 3
 QH0250
 QH0250.Superseded values are not recommended for survey control.
 QH0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0250.See file dsdata.txt to determine how the superseded data were derived.
 QH0250
 QH0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL7573128933(NAD 83)
 QH0250_MARKER: DD = SURVEY DISK
 QH0250_SETTING: 66 = SET IN ROCK OUTCROP
 QH0250_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 QH0250_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QH0250+STABILITY: POSITION/ELEVATION WELL
 QH0250
 QH0250  HISTORY     - Date     Condition        Report By
 QH0250  HISTORY     - 1915     MONUMENTED       IBC
 QH0250
 QH0250                          STATION DESCRIPTION
 QH0250
 QH0250'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1915 (JH)
 QH0250'IN TOWNSHIP 6, RANGE 1, ABOUT 2 MILES WEST - SOUTHWEST OF KIBBY
 QH0250'MOUNTAIN AND 1-3/4 MILES EAST OF MONUMENT 414, ON A LONG RIDGE ABOUT
 QH0250'MIDWAY BETWEEN A SADDLE AND A PEAK.  THE STATION IS LOCATED ON THE
 QH0250'NORTHERLY ONE OF TWO SMALL PEAKS.
 QH0250'
 QH0250'STATION MARK--A BRONZE DISK CEMENTED IN A DRILL HOLE IN SOLID ROCK
 QH0250'LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1048 ***********************************************************************
 PD1048  DESIGNATION -  RAKE RESET
 PD1048  PID         -  PD1048
 PD1048  STATE/COUNTY-  ME/WASHINGTON
 PD1048  USGS QUAD   -  GREAT WASS ISLAND (1975)
 PD1048
 PD1048                         *CURRENT SURVEY CONTROL
 PD1048  ___________________________________________________________________
 PD1048* NAD 83(1996)-  44 28 43.17323(N)    067 35 10.76226(W)     ADJUSTED  
 PD1048* NAVD 88     -        27.     (meters)      89.     (feet)  SCALED    
 PD1048  ___________________________________________________________________
 PD1048  LAPLACE CORR-           4.60  (seconds)                    DEFLEC99
 PD1048  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 PD1048
 PD1048  HORZ ORDER  -  THIRD
 PD1048
 PD1048.The horizontal coordinates were established by classical geodetic methods
 PD1048.and adjusted by the National Geodetic Survey in March 1998..
 PD1048
 PD1048.The orthometric height was scaled from a topographic map.
 PD1048
 PD1048.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1048
 PD1048.The geoid height was determined by GEOID03.
 PD1048
 PD1048;                    North         East     Units Scale Factor Converg.
 PD1048;SPC ME E     -    90,620.507   372,683.636   MT  0.99996495   +0 38 24.7
 PD1048;UTM  19      - 4,926,010.563   612,425.366   MT  0.99975544   +0 59 26.1
 PD1048
 PD1048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD1048!SPC ME E     -   0.99999941  x   0.99996495  =   0.99996436
 PD1048!UTM  19      -   0.99999941  x   0.99975544  =   0.99975485
 PD1048
 PD1048:                Primary Azimuth Mark                     Grid Az
 PD1048:SPC ME E     -  MOOSE A BEC RESET                        062 02 02.8
 PD1048:UTM  19      -  MOOSE A BEC RESET                        061 41 01.4
 PD1048
 PD1048|---------------------------------------------------------------------|
 PD1048| PID    Reference Object                     Distance      Geod. Az  |
 PD1048|                                                           dddmmss.s |
 PD1048| PD1098 MOOSE A BEC RESET                   APPROX. 5.8 KM 0624027.5 |
 PD1048| CE8658 RAKE RM 1                             7.567 METERS 28207     |
 PD1048| CE8659 RAKE RM 2                             9.912 METERS 35036     |
 PD1048|---------------------------------------------------------------------|
 PD1048
 PD1048                          SUPERSEDED SURVEY CONTROL
 PD1048
 PD1048  NAD 83(1992)-  44 28 43.16869(N)    067 35 10.76173(W) AD(       ) 3
 PD1048  NAD 83(1986)-  44 28 43.16444(N)    067 35 10.76503(W) AD(       ) 3
 PD1048  NAD 27      -  44 28 42.87300(N)    067 35 12.79800(W) AD(       ) 3
 PD1048
 PD1048.Superseded values are not recommended for survey control.
 PD1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1048.See file dsdata.txt to determine how the superseded data were derived.
 PD1048
 PD1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK1242526011(NAD 83)
 PD1048
 PD1048  HISTORY     - Date     Condition        Report By
 PD1048  HISTORY     - 1934     MONUMENTED       CGS
 PD1048  HISTORY     - 1913     SEE DESCRIPTION  CGS
 PD1048  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PD1048  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD1048  HISTORY     - 1959     SEE DESCRIPTION  CGS
 PD1048
 PD1048                          STATION DESCRIPTION
 PD1048
 PD1048'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 PD1048'STATION IS ON THE SUMMIT OF THE PRINCIPAL HILL NEAR THE MIDDLE OF
 PD1048'GREAT WASS ISLAND AND ABOUT 4 MILES S OF JONESPORT.  THE LEDGE
 PD1048'ON WHICH THE STATION IS PLACED IS VERY PROMINENT AND RESEMBLES A
 PD1048'HUGE FLAT-TOPPED BOULDER AS ITS STEEP SIDES RISE FROM 6 TO 8
 PD1048'FEET ABOVE THE SURROUNDING ROCK.  THE STATION IS A LITTLE MORE
 PD1048'THAN 1/2 MILE FROM THE WESTERN SHORE OF THE ISLAND AND IS MARKED
 PD1048'BY A DRILL HOLE SURROUNDED BY A TRIANGLE CUT IN THE ROCK AND
 PD1048'COVERED BY A CAIRN.  CONSIDERABLE CUTTING WILL BE REQUIRED TO
 PD1048'OPEN LINES IN ANY DIRECTION.
 PD1048
 PD1048                          STATION RECOVERY (1934)
 PD1048
 PD1048'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PD1048'THE STATION WAS RECOVERED AS DESCRIBED, EXCEPT THAT THE HILL IS
 PD1048'NOT THE PRINCIPAL HILL NEAR THE MIDDLE OF GREAT WASS ISLAND.  THE
 PD1048'HILL WHERE THE STATION IS LOCATED HOWEVER, IS THE HIGHEST POINT
 PD1048'ON THE ISLAND S OF THE MUD HOLE WHICH ENTERS FROM THE E SHORE AND
 PD1048'NEARLY CUTS THE ISLAND IN TWO.
 PD1048'
 PD1048'STATION WAS RE-MARKED AND TWO REFERENCE MARKS ESTABLISHED.  ALL
 PD1048'MARKS ARE STANDARD DISK WEDGED IN DRILL HOLES IN OUTCROPPING
 PD1048'BEDROCK.
 PD1048'
 PD1048'THE STATION IS 3 METERS FROM THE SE CORNER OF THE LEDGE AND THE
 PD1048'REFERENCE MARKS ARE NEAR THE NW CORNER AND SW CORNER, RESPECTIVELY.
 PD1048'
 PD1048'TO REACH THE STATION, LAND AT THE DOCK IN BLOCK DUCK COVE WHICH
 PD1048'IS ON THE W SIDE ABOUT 3/4 MILE N OF THE COAST GUARD STATION.  TAKE
 PD1048'A TRAIL OPPOSITE THE POST OFFICE AND FOLLOW IT UP THE HILL,
 PD1048'CONTINUING EASTWARD UNTIL IT CROSSES A WIDE, OPEN MARSH.  CROSS
 PD1048'THE NW CORNER OF THIS MARSH AND TURN N ACROSS SOME BARE LEDGES.
 PD1048'THE STATION IS ON HIGHEST LEDGE ABOUT 1/4 MILE N OF THIS POINT.
 PD1048'THIS LEDGE IS ABOUT 20 METERS SQUARE AND SLOPES UP TO THE E AND
 PD1048'S SIDES WHERE IT DROPS OFF ABOUT 6 FEET STRAIGHT DOWN.  THIS AREA
 PD1048'IS COVERED BY LOW SCRUB PINES AND IT IS VERY HARD TO
 PD1048'DISTINGUISH THE HIGHEST POINT.
 PD1048'
 PD1048'A 20-FOOT TOWER WAS USED AND THE ROCKS USED TO ANCHOR THE LEGS
 PD1048'WILL HELP IN IDENTIFYING THE LEDGE.
 PD1048
 PD1048                          STATION RECOVERY (1946)
 PD1048
 PD1048'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD1048'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 PD1048'
 PD1048'REFERENCE MARK DISTANCES WERE MEASURED AND FOUND TO BE CORRECT.
 PD1048'
 PD1048'THE EXISTING DESCRIPTION IS ADEQUATE EXCEPT THE POST OFFICE IS
 PD1048'NO LONGER IN EXISTENCE.  HOWEVER, THERE ARE PEOPLE LIVING ON THE
 PD1048'COVE THE YEAR ROUND AND INQUIRY OF ANY OF THEM WILL BRING THE
 PD1048'REQUIRED INFORMATION AS TO WHERE THE TRAIL BEGINS.
 PD1048
 PD1048                          STATION RECOVERY (1959)
 PD1048
 PD1048'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GFW)
 PD1048'STATION MARK AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 PD1048'DISTANCES TO THE REFERENCE MARKS WERE VERIFIED.  THE PUBLISHED
 PD1048'DESCRIPTION IS ADEQUATE AND CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1709 ***********************************************************************
 OC1709  DESIGNATION -  RAM ISLAND DATUM 1941
 OC1709  PID         -  OC1709
 OC1709  STATE/COUNTY-  ME/CUMBERLAND
 OC1709  USGS QUAD   -  PORTLAND EAST (1975)
 OC1709
 OC1709                         *CURRENT SURVEY CONTROL
 OC1709  ___________________________________________________________________
 OC1709* NAD 83(1996)-  43 38 05.78996(N)    070 11 14.83919(W)     ADJUSTED  
 OC1709* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 OC1709  ___________________________________________________________________
 OC1709  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 OC1709  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 OC1709
 OC1709  HORZ ORDER  -  THIRD
 OC1709
 OC1709.The horizontal coordinates were established by classical geodetic methods
 OC1709.and adjusted by the National Geodetic Survey in March 1998..
 OC1709
 OC1709.The orthometric height was scaled from a topographic map.
 OC1709
 OC1709.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1709
 OC1709.The geoid height was determined by GEOID03.
 OC1709
 OC1709;                    North         East     Units Scale Factor Converg.
 OC1709;SPC ME W     -    89,053.762   898,322.487   MT  0.99996670   -0 00 51.6
 OC1709;UTM  19      - 4,832,012.903   404,214.699   MT  0.99971285   -0 49 10.1
 OC1709
 OC1709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1709!SPC ME W     -   1.00000365  x   0.99996670  =   0.99997035
 OC1709!UTM  19      -   1.00000365  x   0.99971285  =   0.99971649
 OC1709
 OC1709                          SUPERSEDED SURVEY CONTROL
 OC1709
 OC1709  NAD 83(1992)-  43 38 05.78813(N)    070 11 14.84008(W) AD(       ) 4
 OC1709  NAD 83(1986)-  43 38 05.79415(N)    070 11 14.84559(W) AD(       ) 4
 OC1709  NAD 27      -  43 38 05.49000(N)    070 11 16.68000(W) AD(       ) 3
 OC1709
 OC1709.Superseded values are not recommended for survey control.
 OC1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1709.See file dsdata.txt to determine how the superseded data were derived.
 OC1709
 OC1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0421532013(NAD 83)
 OC1709
 OC1709  HISTORY     - Date     Condition        Report By
 OC1709  HISTORY     - 1941     MONUMENTED       CGS
 OC1709
 OC1709                          STATION DESCRIPTION
 OC1709
 OC1709'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1709'STATION IS A LARGE RECTANGULAR WHITEWASH PAINTED ON THE CLIFF ON
 OC1709'THE SW SIDE OF RAM ISLAND.  WHITEWASH IS ABOUT 10 FT. LONG, ABOUT
 OC1709'6 FT. WIDE, AND ABOUT 10 FT. ABOVE THE HIGH-WATERLINE.
 OC1709'
 OC1709'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1869 ***********************************************************************
 OC1869  DESIGNATION -  RAM ISLAND HOUSE RAM
 OC1869  PID         -  OC1869
 OC1869  STATE/COUNTY-  ME/CUMBERLAND
 OC1869  USGS QUAD   -  PROUTS NECK (1978)
 OC1869
 OC1869                         *CURRENT SURVEY CONTROL
 OC1869  ___________________________________________________________________
 OC1869* NAD 83(1996)-  43 33 00.67349(N)    070 15 35.18878(W)     ADJUSTED  
 OC1869* NAVD 88     -                                                        
 OC1869  ___________________________________________________________________
 OC1869  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 OC1869  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 OC1869
 OC1869  HORZ ORDER  -  THIRD
 OC1869
 OC1869.The horizontal coordinates were established by classical geodetic methods
 OC1869.and adjusted by the National Geodetic Survey in March 1998..
 OC1869
 OC1869
 OC1869.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1869
 OC1869.The geoid height was determined by GEOID03.
 OC1869
 OC1869;                    North         East     Units Scale Factor Converg.
 OC1869;SPC ME W     -    79,641.481   892,476.225   MT  0.99996736   -0 03 50.9
 OC1869;UTM  19      - 4,822,685.941   398,238.332   MT  0.99972738   -0 52 05.0
 OC1869
 OC1869                          SUPERSEDED SURVEY CONTROL
 OC1869
 OC1869  NAD 83(1992)-  43 33 00.67187(N)    070 15 35.18990(W) AD(       ) 4
 OC1869  NAD 83(1986)-  43 33 00.67791(N)    070 15 35.19549(W) AD(       ) 4
 OC1869  NAD 27      -  43 33 00.37000(N)    070 15 37.03000(W) AD(       ) 3
 OC1869
 OC1869.Superseded values are not recommended for survey control.
 OC1869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1869.See file dsdata.txt to determine how the superseded data were derived.
 OC1869
 OC1869_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9823822686(NAD 83)
 OC1869
 OC1869  HISTORY     - Date     Condition        Report By
 OC1869  HISTORY     - 1923     MONUMENTED       CGS
 OC1869  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OC1869
 OC1869                          STATION DESCRIPTION
 OC1869
 OC1869'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (OWS)
 OC1869'THIS STATION IS A SMALL BLACK HOUSE ON RAM ISLAND.  THERE ARE NO
 OC1869'OTHER BUILDINGS ON THE ISLAND.
 OC1869
 OC1869                          STATION RECOVERY (1942)
 OC1869
 OC1869'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OC1869'STATION WAS RECOVERED AS DESCRIBED WITH THE EXCEPTION AS NOTED
 OC1869'BELOW.
 OC1869'
 OC1869'PART OF THE ROOF OF THE SMALL HOUSE IS NOW GONE AND IN ALL
 OC1869'PROBABILITY IN THE NEAR FUTURE THE ENTIRE HOUSE WILL BE GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1710 ***********************************************************************
 OC1710  DESIGNATION -  RAM ISLAND LEDGE LIGHTHOUSE
 OC1710  PID         -  OC1710
 OC1710  STATE/COUNTY-  ME/CUMBERLAND
 OC1710  USGS QUAD   -  PORTLAND EAST (1975)
 OC1710
 OC1710                         *CURRENT SURVEY CONTROL
 OC1710  ___________________________________________________________________
 OC1710* NAD 83(1996)-  43 37 53.29092(N)    070 11 14.54293(W)     ADJUSTED  
 OC1710* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 OC1710  ___________________________________________________________________
 OC1710  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 OC1710  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 OC1710
 OC1710  HORZ ORDER  -  THIRD
 OC1710
 OC1710.The horizontal coordinates were established by classical geodetic methods
 OC1710.and adjusted by the National Geodetic Survey in March 1998..
 OC1710
 OC1710.The orthometric height was scaled from a topographic map.
 OC1710
 OC1710.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1710
 OC1710.The geoid height was determined by GEOID03.
 OC1710
 OC1710;                    North         East     Units Scale Factor Converg.
 OC1710;SPC ME W     -    88,668.021   898,329.031   MT  0.99996670   -0 00 51.4
 OC1710;UTM  19      - 4,831,627.206   404,215.822   MT  0.99971285   -0 49 09.7
 OC1710
 OC1710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1710!SPC ME W     -   1.00000396  x   0.99996670  =   0.99997066
 OC1710!UTM  19      -   1.00000396  x   0.99971285  =   0.99971681
 OC1710
 OC1710:                Primary Azimuth Mark                     Grid Az
 OC1710:SPC ME W     -  PORTLAND HEAD LIGHTHOUSE                 240 40 37.7
 OC1710:UTM  19      -  PORTLAND HEAD LIGHTHOUSE                 241 28 56.0
 OC1710
 OC1710|---------------------------------------------------------------------|
 OC1710| PID    Reference Object                     Distance      Geod. Az  |
 OC1710|                                                           dddmmss.s |
 OC1710| OC1569 PORTLAND HEAD LIGHTHOUSE            APPROX. 1.9 KM 2403946.3 |
 OC1710|---------------------------------------------------------------------|
 OC1710
 OC1710                          SUPERSEDED SURVEY CONTROL
 OC1710
 OC1710  NAD 83(1992)-  43 37 53.28909(N)    070 11 14.54385(W) AD(       ) 3
 OC1710  NAD 83(1986)-  43 37 53.29509(N)    070 11 14.54939(W) AD(       ) 3
 OC1710  NAD 27      -  43 37 52.99000(N)    070 11 16.39200(W) AD(       ) 3
 OC1710
 OC1710.Superseded values are not recommended for survey control.
 OC1710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1710.See file dsdata.txt to determine how the superseded data were derived.
 OC1710
 OC1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0421631627(NAD 83)
 OC1710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OC1710+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2004
 OC1710
 OC1710  HISTORY     - Date     Condition        Report By
 OC1710  HISTORY     - UNK      MONUMENTED
 OC1710  HISTORY     - 1928     SEE DESCRIPTION  CGS
 OC1710  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1710  HISTORY     - 1941     SEE DESCRIPTION  CGS
 OC1710  HISTORY     - 20041022 GOOD             GEOCAC
 OC1710
 OC1710                          STATION DESCRIPTION
 OC1710
 OC1710'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (GCM)
 OC1710'STATION RECOVERED INTACT.
 OC1710
 OC1710                          STATION RECOVERY (1933)
 OC1710
 OC1710'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1710'STATION IS THE LIGHT GRAY CONICAL TOWER WITH COVERED WAY TO
 OC1710'DWELLING, ON RAM ISLAND LEDGE ABOUT 1-1/2 MILES NE OF PORTLAND HEAD.
 OC1710
 OC1710                          STATION RECOVERY (1941)
 OC1710
 OC1710'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1710'STATION RECOVERED AS PREVIOUSLY DESCRIBED.
 OC1710
 OC1710                          STATION RECOVERY (2004)
 OC1710
 OC1710'RECOVERY NOTE BY GEOCACHING 2004 (CEA)
 OC1710'RECOVERED AS DESCRIBED, EXCEPT THAT ONLY FRAME OF DWELLING REMAINS
 OC1710'NEXT TO THE LIGHTHOUSE.  STATION IS VISIBLE FROM PORTLAND HEAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1712 ***********************************************************************
 OC1712  DESIGNATION -  RAM ISLAND LEDGE USE 1911
 OC1712  PID         -  OC1712
 OC1712  STATE/COUNTY-  ME/CUMBERLAND
 OC1712  USGS QUAD   -  PORTLAND EAST (1975)
 OC1712
 OC1712                         *CURRENT SURVEY CONTROL
 OC1712  ___________________________________________________________________
 OC1712* NAD 83(1996)-  43 37 53.78921(N)    070 11 14.13361(W)     ADJUSTED  
 OC1712* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 OC1712  ___________________________________________________________________
 OC1712  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 OC1712  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 OC1712
 OC1712  HORZ ORDER  -  THIRD
 OC1712
 OC1712.The horizontal coordinates were established by classical geodetic methods
 OC1712.and adjusted by the National Geodetic Survey in March 1998..
 OC1712
 OC1712.The orthometric height was scaled from a topographic map.
 OC1712
 OC1712.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1712
 OC1712.The geoid height was determined by GEOID03.
 OC1712
 OC1712;                    North         East     Units Scale Factor Converg.
 OC1712;SPC ME W     -    88,683.397   898,338.211   MT  0.99996670   -0 00 51.2
 OC1712;UTM  19      - 4,831,642.448   404,225.214   MT  0.99971283   -0 49 09.5
 OC1712
 OC1712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1712!SPC ME W     -   1.00000412  x   0.99996670  =   0.99997082
 OC1712!UTM  19      -   1.00000412  x   0.99971283  =   0.99971694
 OC1712
 OC1712:                Primary Azimuth Mark                     Grid Az
 OC1712:SPC ME W     -  DANIELS USE 1933                         306 47 03.4
 OC1712:UTM  19      -  DANIELS USE 1933                         307 35 21.7
 OC1712
 OC1712|---------------------------------------------------------------------|
 OC1712| PID    Reference Object                     Distance      Geod. Az  |
 OC1712|                                                           dddmmss.s |
 OC1712| OC1664 DANIELS USE 1933                    APPROX. 1.3 KM 3064612.2 |
 OC1712|---------------------------------------------------------------------|
 OC1712
 OC1712                          SUPERSEDED SURVEY CONTROL
 OC1712
 OC1712  NAD 83(1992)-  43 37 53.78738(N)    070 11 14.13452(W) AD(       ) 3
 OC1712  NAD 83(1986)-  43 37 53.79335(N)    070 11 14.14002(W) AD(       ) 3
 OC1712  NAD 27      -  43 37 53.47900(N)    070 11 15.97900(W) AD(       ) 3
 OC1712
 OC1712.Superseded values are not recommended for survey control.
 OC1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1712.See file dsdata.txt to determine how the superseded data were derived.
 OC1712
 OC1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0422531642(NAD 83)
 OC1712
 OC1712  HISTORY     - Date     Condition        Report By
 OC1712  HISTORY     - 1911     MONUMENTED       CGS
 OC1712  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1712  HISTORY     - 1941     SEE DESCRIPTION  CGS
 OC1712
 OC1712                          STATION DESCRIPTION
 OC1712
 OC1712'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1712'A STATION OF THE U.S.E.D. FIRE CONTROL TRIANGULATION OF PORTLAND
 OC1712'HARBOR.  STATION WAS NOT VISITED, BUT ACCORDING TO COMPUTATIONS
 OC1712'IT SHOULD BE IN AZIMUTH 212 DEG, 17.8 METERS FROM RAM ISLAND
 OC1712'LEDGE LIGHTHOUSE.  STATION IS A HOLE DRILLED IN A ROCK.
 OC1712
 OC1712                          STATION RECOVERY (1941)
 OC1712
 OC1712'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FLP)
 OC1712'THE STATION WAS SEARCHED FOR BUT NOT FOUND.  THERE ARE A NUMBER
 OC1712'OF DRILL HOLES IN THIS ROCK LEDGE, APPARENTLY USED FOR THE
 OC1712'ANCHORAGE OF EQUIPMENT EMPLOYED IN THE CONSTRUCTION OF THE
 OC1712'LIGHTHOUSE, BUT NONE COULD BE POSITIVELY IDENTIFIED AS THE
 OC1712'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0419 ***********************************************************************
 OB0419  DESIGNATION -  RAM ISLAND LH
 OB0419  PID         -  OB0419
 OB0419  STATE/COUNTY-  ME/LINCOLN
 OB0419  USGS QUAD   -  PEMAQUID POINT (1997)
 OB0419
 OB0419                         *CURRENT SURVEY CONTROL
 OB0419  ___________________________________________________________________
 OB0419* NAD 83(1996)-  43 48 14.17553(N)    069 35 57.57256(W)     ADJUSTED  
 OB0419* NAVD 88     -        18.     (meters)      59.     (feet)  SCALED    
 OB0419  ___________________________________________________________________
 OB0419  LAPLACE CORR-           1.77  (seconds)                    DEFLEC99
 OB0419  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 OB0419
 OB0419  HORZ ORDER  -  THIRD
 OB0419
 OB0419.The horizontal coordinates were established by classical geodetic methods
 OB0419.and adjusted by the National Geodetic Survey in March 1998..
 OB0419
 OB0419.The orthometric height was scaled from a topographic map.
 OB0419
 OB0419.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0419
 OB0419.The geoid height was determined by GEOID03.
 OB0419
 OB0419;                    North         East     Units Scale Factor Converg.
 OB0419;SPC ME W     -   107,985.979   945,652.348   MT  0.99999229   +0 23 33.8
 OB0419;SPC ME E     -    15,837.668   211,546.044   MT  0.99999620   -0 45 39.6
 OB0419;UTM  19      - 4,850,271.531   451,791.607   MT  0.99962858   -0 24 53.5
 OB0419
 OB0419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0419!SPC ME W     -   1.00000121  x   0.99999229  =   0.99999350
 OB0419!SPC ME E     -   1.00000121  x   0.99999620  =   0.99999741
 OB0419!UTM  19      -   1.00000121  x   0.99962858  =   0.99962979
 OB0419
 OB0419:                Primary Azimuth Mark                     Grid Az
 OB0419:SPC ME W     -  THE CUCKOLDS LH                          236 08 17.8
 OB0419:SPC ME E     -  THE CUCKOLDS LH                          237 17 31.2
 OB0419:UTM  19      -  THE CUCKOLDS LH                          236 56 45.1
 OB0419
 OB0419|---------------------------------------------------------------------|
 OB0419| PID    Reference Object                     Distance      Geod. Az  |
 OB0419|                                                           dddmmss.s |
 OB0419| OB0429 THE CUCKOLDS LH                     APPROX. 4.9 KM 2363151.6 |
 OB0419| OB0418 WIN                                 APPROX. 1.1 KM 3413325.7 |
 OB0419|---------------------------------------------------------------------|
 OB0419
 OB0419                          SUPERSEDED SURVEY CONTROL
 OB0419
 OB0419  NAD 83(1992)-  43 48 14.17312(N)    069 35 57.56732(W) AD(       ) 3
 OB0419  NAD 83(1986)-  43 48 14.17859(N)    069 35 57.57329(W) AD(       ) 3
 OB0419  NAD 27      -  43 48 13.87600(N)    069 35 59.41200(W) AD(       ) 3
 OB0419
 OB0419.Superseded values are not recommended for survey control.
 OB0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0419.See file dsdata.txt to determine how the superseded data were derived.
 OB0419
 OB0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ5179250272(NAD 83)
 OB0419
 OB0419  HISTORY     - Date     Condition        Report By
 OB0419  HISTORY     - UNK      MONUMENTED
 OB0419  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0419  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0419  HISTORY     - 1988     GOOD             USPSQD
 OB0419
 OB0419                          STATION DESCRIPTION
 OB0419
 OB0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0419'THIS STATION IS THE CENTER OF THE LIGHT ON RAM ISLAND AT THE
 OB0419'ENTRANCE TO BOOTHBAY HARBOR.
 OB0419
 OB0419                          STATION RECOVERY (1942)
 OB0419
 OB0419'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (HOF)
 OB0419'STATION RECOVERED AS DESCRIBED.
 OB0419
 OB0419                          STATION RECOVERY (1988)
 OB0419
 OB0419'RECOVERY NOTE BY US POWER SQUADRON 1988 (WSD)
 OB0419'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0990 ***********************************************************************
 PD0990  DESIGNATION -  RAMSDELL 1883
 PD0990  PID         -  PD0990
 PD0990  STATE/COUNTY-  ME/WASHINGTON
 PD0990  USGS QUAD   -  MACHIAS BAY (1993)
 PD0990
 PD0990                         *CURRENT SURVEY CONTROL
 PD0990  ___________________________________________________________________
 PD0990* NAD 83(1996)-  44 39 58.55122(N)    067 17 02.47153(W)     ADJUSTED  
 PD0990* NAVD 88     -        37.     (meters)     121.     (feet)  SCALED    
 PD0990  ___________________________________________________________________
 PD0990  LAPLACE CORR-           5.53  (seconds)                    DEFLEC99
 PD0990  GEOID HEIGHT-         -22.56  (meters)                     GEOID03
 PD0990
 PD0990  HORZ ORDER  -  THIRD
 PD0990
 PD0990.The horizontal coordinates were established by classical geodetic methods
 PD0990.and adjusted by the National Geodetic Survey in March 1998..
 PD0990
 PD0990.The orthometric height was scaled from a topographic map.
 PD0990
 PD0990.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0990
 PD0990.The geoid height was determined by GEOID03.
 PD0990
 PD0990;                    North         East     Units Scale Factor Converg.
 PD0990;SPC ME E     -   111,778.989   396,421.581   MT  1.00001429   +0 51 17.5
 PD0990;UTM  19      - 4,947,309.849   636,028.568   MT  0.99982755   +1 12 23.3
 PD0990
 PD0990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0990!SPC ME E     -   0.99999776  x   1.00001429  =   1.00001205
 PD0990!UTM  19      -   0.99999776  x   0.99982755  =   0.99982531
 PD0990
 PD0990:                Primary Azimuth Mark                     Grid Az
 PD0990:SPC ME E     -  LEDGE 1883                               073 50 26.8
 PD0990:UTM  19      -  LEDGE 1883                               073 29 21.0
 PD0990
 PD0990|---------------------------------------------------------------------|
 PD0990| PID    Reference Object                     Distance      Geod. Az  |
 PD0990|                                                           dddmmss.s |
 PD0990| PD0959 LEDGE 1883                          APPROX. 7.4 KM 0744144.3 |
 PD0990| PD0975 TURNERS HOUSE CHIMNEY               APPROX. 2.7 KM 0821523.0 |
 PD0990| PD0972 HUNTLEY F HOUSE CHIMNEY             APPROX. 1.9 KM 1535022.3 |
 PD0990|---------------------------------------------------------------------|
 PD0990
 PD0990                          SUPERSEDED SURVEY CONTROL
 PD0990
 PD0990  NAD 83(1992)-  44 39 58.54798(N)    067 17 02.46982(W) AD(       ) 3
 PD0990  NAD 83(1986)-  44 39 58.54424(N)    067 17 02.47249(W) AD(       ) 3
 PD0990  NAD 27      -  44 39 58.25000(N)    067 17 04.47600(W) AD(       ) 3
 PD0990
 PD0990.Superseded values are not recommended for survey control.
 PD0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0990.See file dsdata.txt to determine how the superseded data were derived.
 PD0990
 PD0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK3602947310(NAD 83)
 PD0990
 PD0990  HISTORY     - Date     Condition        Report By
 PD0990  HISTORY     - 1883     MONUMENTED       CGS
 PD0990  HISTORY     - 1913     SEE DESCRIPTION  CGS
 PD0990  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0990  HISTORY     - 1959     SEE DESCRIPTION  CGS
 PD0990
 PD0990                          STATION DESCRIPTION
 PD0990
 PD0990'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 PD0990'STATION IS ON THE HIGHEST POINT OF A RIDGE ABOUT 2/3 MILE NW OF
 PD0990'THE HEAD OF LITTLE MACHIAS BAY AND 150 TO 200 FEET N OF THE ROAD
 PD0990'RUNNING EASTERLY ALONG THE HEAD OF THAT BAY AND WHICH FORMS A
 PD0990'JUNCTION WITH THE CUTLER-MACHIAS ROAD ABOUT 1-1/4 MILES TO THE
 PD0990'EASTWARD.  THE STATION IS NEAR THE EASTERN END OF THE RIDGE AND
 PD0990'ABOUT 6 OR 8 FEET W OF THE REMAINS OF A STONE FENCE.  A HOUSE
 PD0990'AND BARN ARE, RESPECTIVELY, 200 FEET AND 100 FEET W OF THE
 PD0990'STATION.  THE CHIMNEY OF THIS HOUSE IS A DETERMINED POINT IN THE
 PD0990'TRIANGULATION UNDER THE NAME OF RAMSDELLS HOUSE CHIMNEY.  THE
 PD0990'STATION IS MARKED BY A DRILL HOLE IN THE TOP OF A BOULDER WHICH
 PD0990'PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 PD0990
 PD0990                          STATION RECOVERY (1946)
 PD0990
 PD0990'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0990'STATION NOT RECOVERED.  A THOROUGH SEARCH WAS MADE OF THE
 PD0990'IMMEDIATE VICINITY.  THERE ARE SEVERAL HOLES FROM WHICH BOULDERS
 PD0990'HAVE BEEN REMOVED AND IT IS BELIEVED THAT THE ONE IN WHICH THE
 PD0990'STATION WAS PLACED HAS BEEN DUG OUT.  IT IS RECOMMENDED THAT
 PD0990'THE STATION BE CLASSIFIED AS LOST.
 PD0990
 PD0990                          STATION RECOVERY (1959)
 PD0990
 PD0990'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GFW)
 PD0990'STATION DESTROYED.  THE AREA HAS BEEN CLEARED AND GRADED FOR A
 PD0990'NAVY INSTALLATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0905 ***********************************************************************
 PD0905  DESIGNATION -  RAMSDELLS HOUSE CHIM
 PD0905  PID         -  PD0905
 PD0905  STATE/COUNTY-  ME/WASHINGTON
 PD0905  USGS QUAD   -  WEST LUBEC (1975)
 PD0905
 PD0905                         *CURRENT SURVEY CONTROL
 PD0905  ___________________________________________________________________
 PD0905* NAD 83(1996)-  44 49 49.49771(N)    067 02 29.90864(W)     ADJUSTED  
 PD0905* NAVD 88     -                                                        
 PD0905  ___________________________________________________________________
 PD0905  LAPLACE CORR-           3.31  (seconds)                    DEFLEC99
 PD0905  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 PD0905
 PD0905  HORZ ORDER  -  THIRD
 PD0905
 PD0905.The horizontal coordinates were established by classical geodetic methods
 PD0905.and adjusted by the National Geodetic Survey in March 1998..
 PD0905
 PD0905
 PD0905.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0905
 PD0905.The geoid height was determined by GEOID03.
 PD0905
 PD0905;                    North         East     Units Scale Factor Converg.
 PD0905;SPC ME E     -   130,334.275   415,314.218   MT  1.00006346   +1 01 41.8
 PD0905;UTM  19      - 4,965,977.578   654,803.472   MT  0.99989469   +1 22 51.4
 PD0905
 PD0905                          SUPERSEDED SURVEY CONTROL
 PD0905
 PD0905  NAD 83(1992)-  44 49 49.48863(N)    067 02 29.91235(W) AD(       ) 4
 PD0905  NAD 83(1986)-  44 49 49.48589(N)    067 02 29.91368(W) AD(       ) 4
 PD0905  NAD 27      -  44 49 49.20100(N)    067 02 31.99000(W) AD(       ) 3
 PD0905
 PD0905.Superseded values are not recommended for survey control.
 PD0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0905.See file dsdata.txt to determine how the superseded data were derived.
 PD0905
 PD0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5480365978(NAD 83)
 PD0905
 PD0905  HISTORY     - Date     Condition        Report By
 PD0905  HISTORY     - UNK      MONUMENTED
 PD0905  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0905
 PD0905                          STATION DESCRIPTION
 PD0905
 PD0905'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0905'STATION LOST.  HOUSE IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0989 ***********************************************************************
 PD0989  DESIGNATION -  RAMSDELLS HOUSE CHIMNEY
 PD0989  PID         -  PD0989
 PD0989  STATE/COUNTY-  ME/WASHINGTON
 PD0989  USGS QUAD   -  MACHIAS BAY (1993)
 PD0989
 PD0989                         *CURRENT SURVEY CONTROL
 PD0989  ___________________________________________________________________
 PD0989* NAD 83(1996)-  44 39 57.48588(N)    067 17 04.35877(W)     ADJUSTED  
 PD0989* NAVD 88     -                                                        
 PD0989  ___________________________________________________________________
 PD0989  LAPLACE CORR-           5.54  (seconds)                    DEFLEC99
 PD0989  GEOID HEIGHT-         -22.56  (meters)                     GEOID03
 PD0989
 PD0989  HORZ ORDER  -  THIRD
 PD0989
 PD0989.The horizontal coordinates were established by classical geodetic methods
 PD0989.and adjusted by the National Geodetic Survey in March 1998..
 PD0989
 PD0989
 PD0989.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0989
 PD0989.The geoid height was determined by GEOID03.
 PD0989
 PD0989;                    North         East     Units Scale Factor Converg.
 PD0989;SPC ME E     -   111,745.487   396,380.502   MT  1.00001420   +0 51 16.2
 PD0989;UTM  19      - 4,947,276.101   635,987.703   MT  0.99982741   +1 12 22.0
 PD0989
 PD0989                          SUPERSEDED SURVEY CONTROL
 PD0989
 PD0989  NAD 83(1992)-  44 39 57.48275(N)    067 17 04.35764(W) AD(       ) 4
 PD0989  NAD 83(1986)-  44 39 57.47905(N)    067 17 04.36047(W) AD(       ) 4
 PD0989  NAD 27      -  44 39 57.18400(N)    067 17 06.35800(W) AD(       ) 3
 PD0989
 PD0989.Superseded values are not recommended for survey control.
 PD0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0989.See file dsdata.txt to determine how the superseded data were derived.
 PD0989
 PD0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK3598847276(NAD 83)
 PD0989
 PD0989  HISTORY     - Date     Condition        Report By
 PD0989  HISTORY     - UNK      MONUMENTED
 PD0989  HISTORY     - 1913     SEE DESCRIPTION  CGS
 PD0989  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0989
 PD0989                          STATION DESCRIPTION
 PD0989
 PD0989'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 PD0989'THE CHIMNEY OF THE HOUSE WHICH IS ABOUT 200 FEET W OF RAMSDELL
 PD0989'TRIANGULATION STATION.
 PD0989
 PD0989                          STATION RECOVERY (1946)
 PD0989
 PD0989'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0989'STATION WAS NOT RECOVERED.  INFORMATION OBTAINED FROM MR. RAMSDELL
 PD0989'INDICATES THAT THE ORIGINAL HOUSE HAS BURNED SINCE 1913, WHEN THE
 PD0989'STATION WAS LAST RECOVERED AND WHEN THE HOUSE WAS REBUILT.  THE
 PD0989'CHIMNEY WAS REBUILT ON THE OLD BASE, BUT IT IS PROBABLY NOT IN
 PD0989'THE EXACT POSITION ON THE OLD BASE.  IT IS FAIRLY CERTAIN THAT
 PD0989'THE POSITION OF THE PRESENT CHIMNEY IS NOT OUT OF POSITION MORE
 PD0989'THAN 1 METER.
 PD0989'
 PD0989'IT IS RECOMMENDED THAT THE STATION BE CLASSIFIED AS A TRIANGULATION
 PD0989'STATION AND RECLASSIFIED AS A TOPOGRAPHIC STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1077 ***********************************************************************
 PF1077  DESIGNATION -  RAND
 PF1077  PID         -  PF1077
 PF1077  STATE/COUNTY-  ME/ANDROSCOGGIN
 PF1077  USGS QUAD   -  MINOT (1981)
 PF1077
 PF1077                         *CURRENT SURVEY CONTROL
 PF1077  ___________________________________________________________________
 PF1077* NAD 83(1996)-  44 06 00.77224(N)    070 14 58.86539(W)     ADJUSTED  
 PF1077* NAVD 88     -       142.8    (meters)     469.     (feet)  VERTCON   
 PF1077  ___________________________________________________________________
 PF1077  LAPLACE CORR-           3.88  (seconds)                    DEFLEC99
 PF1077  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 PF1077
 PF1077  HORZ ORDER  -  FIRST
 PF1077
 PF1077.The horizontal coordinates were established by classical geodetic methods
 PF1077.and adjusted by the National Geodetic Survey in March 1998..
 PF1077
 PF1077.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF1077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF1077
 PF1077.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1077
 PF1077.The geoid height was determined by GEOID03.
 PF1077
 PF1077;                    North         East     Units Scale Factor Converg.
 PF1077;SPC ME W     -   140,751.488   893,352.869   MT  0.99996721   -0 03 28.0
 PF1077;UTM  19      - 4,883,762.721   399,976.164   MT  0.99972305   -0 52 11.1
 PF1077
 PF1077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1077!SPC ME W     -   0.99998174  x   0.99996721  =   0.99994895
 PF1077!UTM  19      -   0.99998174  x   0.99972305  =   0.99970480
 PF1077
 PF1077:                Primary Azimuth Mark                     Grid Az
 PF1077:SPC ME W     -  DAVID                                    077 29 22.4
 PF1077:UTM  19      -  DAVID                                    078 18 05.5
 PF1077
 PF1077|---------------------------------------------------------------------|
 PF1077| PID    Reference Object                     Distance      Geod. Az  |
 PF1077|                                                           dddmmss.s |
 PF1077| PF1064 DAVID                               APPROX. 3.4 KM 0772554.4 |
 PF1077| CE8660 18                                    6.305 METERS 21957     |
 PF1077| CE8661 16                                    5.885 METERS 31619     |
 PF1077|---------------------------------------------------------------------|
 PF1077
 PF1077                          SUPERSEDED SURVEY CONTROL
 PF1077
 PF1077  NAD 83(1992)-  44 06 00.77121(N)    070 14 58.86495(W) AD(       ) 1
 PF1077  NAD 83(1986)-  44 06 00.77729(N)    070 14 58.86905(W) AD(       ) 1
 PF1077  NAD 27      -  44 06 00.51288(N)    070 15 00.67373(W) AD(       ) 1
 PF1077  NGVD 29 (07/19/86)  143.0    (m)          469.     (f) VERT ANG       
 PF1077
 PF1077.Superseded values are not recommended for survey control.
 PF1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1077.See file dsdata.txt to determine how the superseded data were derived.
 PF1077
 PF1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9997683763(NAD 83)
 PF1077
 PF1077  HISTORY     - Date     Condition        Report By
 PF1077  HISTORY     - 1934     MONUMENTED       MEGS
 PF1077  HISTORY     - 1977     SEE DESCRIPTION  NGS
 PF1077  HISTORY     - 20060529 GOOD             GEOCAC
 PF1077
 PF1077                          STATION DESCRIPTION
 PF1077
 PF1077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (ALB)
 PF1077'THE STATION MARK WAS APPARENTLY REPLACED BY THE STATE OF
 PF1077'MAINE WITH ONE OF THEIR OWN DISKS.  REFERENCE MARKS 1 AND 2
 PF1077'WERE RECOVERED IN GOOD CONDITION.  DUE TO CHANGES A NEW
 PF1077'DESCRIPTION FOLLOWS.
 PF1077'
 PF1077'THE STATION IS ON TOP OF MERRILL HILL ON THE WEST EDGE OF
 PF1077'AUBURN, 1-3/8 MILES WEST OF THE ANDROSCOGGIN RIVER, 4-1/8
 PF1077'MILES NORTH-NORTHEAST OF THE AUBURN-LEWISTON AIRPORT AND
 PF1077'1-7/8 MILES SOUTH OF THE SOUTH SHORE OF LAKE AUBURN.
 PF1077'THE STATION IS ON THE PROPERTY OF MRS. HAROLD
 PF1077'BAMFORD, 80 PARK AVENUE, AUBURN, MAINE. PHONE
 PF1077'NUMBER (207) 784-6179.
 PF1077'
 PF1077'TO REACH THE STATION FROM THE ANDROSCOGGIN COUNTY COURT
 PF1077'HOUSE AT THE JUNCTION OF ROUTE 4 AND COURT STREET, GO WEST
 PF1077'ON COURT STREET FOR 0.9 MILE TO A SIDE ROAD, PARK AVENUE,
 PF1077'ON THE RIGHT. TURN RIGHT, GO 0.35 MILE TO A FIELD ON THE
 PF1077'LEFT. PACK UP TO THE TOP OF THE FIELD AND ACROSS THE ROCK
 PF1077'WALL TO THE HEIGHT OF THE LAND AND THE STATION.
 PF1077'
 PF1077'THE STATION, STAMPED---RAND 1934---, IS A MAINE STATE
 PF1077'HIGHWAY DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 PF1077'ON THE HIGHEST PART OF THE HILL. IT IS 90 FEET NORTHWEST OF
 PF1077'A ROCK WALL.
 PF1077'
 PF1077'REFERENCE MARK 1, STAMPED---NO 18---, IS A UNITED STATES
 PF1077'COAST AND GEODETIC SURVEY AND STATE SURVEY DISK CEMENTED IN
 PF1077'A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE GROUND
 PF1077'SURFACE. IT IS 74 FEET NORTHWEST OF A ROCK WALL.
 PF1077'
 PF1077'REFERENCE MARK 2, STAMPED---N0 16---, IS A UNITED STATES
 PF1077'COAST AND GEODETIC SURVEY AND STATE SURVEY DISK CEMENTED
 PF1077'IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE GROUND
 PF1077'SURFACE. IT IS 104 FEET NORTHWEST OF A ROCK WALL.
 PF1077'
 PF1077'THERE IS NO AZIMUTH MARK. STATION DAVID CAN BE USED
 PF1077'AS AN AZIMUTH MARK.
 PF1077'
 PF1077'THE HEIGHT OF THE LIGHT WAS 23.0 METERS.
 PF1077'
 PF1077'DESCRIBED BY JERRY E. ELLINGWOOD.
 PF1077
 PF1077                          STATION RECOVERY (2006)
 PF1077
 PF1077'RECOVERY NOTE BY GEOCACHING 2006 (JKS)
 PF1077'RECOVERED AS DESCRIBED. MAIN MARK IS IN GOOD CONDITION. RM STAMPED 16
 PF1077'APPEARS TO BE DESTROYED. RM STAMPED 18 WAS NOT RECOVERED BUT APPEARS
 PF1077'TO BE UNDER A HEAVY COVER OF JUNIPER BUSHES.
 PF1077' 
 PF1077'SUBMITTED BY JOHN K. SNYDER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0821 ***********************************************************************
 PD0821  DESIGNATION -  RANGE MARK 10 IBC 1919
 PD0821  PID         -  PD0821
 PD0821  STATE/COUNTY-  ME/WASHINGTON
 PD0821  USGS QUAD   -  EASTPORT (1977)
 PD0821
 PD0821                         *CURRENT SURVEY CONTROL
 PD0821  ___________________________________________________________________
 PD0821* NAD 83(1996)-  44 55 16.12334(N)    067 00 28.22003(W)     ADJUSTED  
 PD0821* NAVD 88     -        49.     (meters)     161.     (feet)  SCALED    
 PD0821  ___________________________________________________________________
 PD0821  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 PD0821  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 PD0821
 PD0821  HORZ ORDER  -  THIRD
 PD0821
 PD0821.The horizontal coordinates were established by classical geodetic methods
 PD0821.and adjusted by the National Geodetic Survey in March 1998..
 PD0821
 PD0821.The orthometric height was scaled from a topographic map.
 PD0821
 PD0821.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0821
 PD0821.The geoid height was determined by GEOID03.
 PD0821
 PD0821;                    North         East     Units Scale Factor Converg.
 PD0821;SPC ME E     -   140,464.509   417,801.722   MT  1.00007059   +1 03 13.6
 PD0821;UTM  19      - 4,976,121.242   657,228.120   MT  0.99990398   +1 24 25.3
 PD0821
 PD0821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0821!SPC ME E     -   0.99999588  x   1.00007059  =   1.00006647
 PD0821!UTM  19      -   0.99999588  x   0.99990398  =   0.99989986
 PD0821
 PD0821|---------------------------------------------------------------------|
 PD0821| PID    Reference Object                     Distance      Geod. Az  |
 PD0821|                                                           dddmmss.s |
 PD0821| PD0858 RANGE MARK 9 IBC 1919               274.104 METERS 04712     |
 PD0821| PD0834 KENDALL 2 KENDALL HEAD 1893         APPROX. 1.4 KM 3355752.8 |
 PD0821|---------------------------------------------------------------------|
 PD0821
 PD0821                          SUPERSEDED SURVEY CONTROL
 PD0821
 PD0821  NAD 83(1992)-  44 55 16.11269(N)    067 00 28.22117(W) AD(       ) 3
 PD0821  NAD 83(1986)-  44 55 16.11044(N)    067 00 28.22226(W) AD(       ) 3
 PD0821  NAD 27      -  44 55 15.81600(N)    067 00 30.29500(W) AD(       ) 3
 PD0821
 PD0821.Superseded values are not recommended for survey control.
 PD0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0821.See file dsdata.txt to determine how the superseded data were derived.
 PD0821
 PD0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5722876121(NAD 83)
 PD0821_MARKER: 15 = RANGE MARKER
 PD0821_SETTING: 0 = UNSPECIFIED SETTING
 PD0821
 PD0821  HISTORY     - Date     Condition        Report By
 PD0821  HISTORY     - 1919     FIRST OBSERVED   IBC
 PD0821  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0821  HISTORY     - 1972     GOOD             IBC
 PD0821
 PD0821                          STATION DESCRIPTION
 PD0821
 PD0821'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1919 (JH)
 PD0821'ON MOOSE ISLAND IN PASSAMAQUODDY BAY, ABOUT 1-1/2 MILES NW OF
 PD0821'EASTPORT.  IT IS THE BACK RANGE MARK (A STANDARD RANGE MARK), CROSS
 PD0821'RANGING INTERNATIONAL BOUNDARY TURNING POINT 4, ABOUT 1/4 MILE SE OF
 PD0821'JOHNSON COVE, ON THE SIDE OF REDOUBT HILL, ABOUT MIDWAY BETWEEN THE
 PD0821'ROAD AND THE RAILROAD.  SOME CUTTING WAS REQUIRED TO MAKE THE MARK
 PD0821'VISIBLE FROM THE BAY.
 PD0821
 PD0821                          STATION RECOVERY (1946)
 PD0821
 PD0821'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (NWS)
 PD0821'THE STATION IS ON MOOSE ISLAND IN PASSAMAQUODDY BAY, ABOUT 1-1/2
 PD0821'MILES NW OF EASTPORT.  IT IS THE BACK RANGE MARK (A STANDARD
 PD0821'RANGE MARK), CROSS RANGING INTERNATIONAL BOUNDARY TURNING POINT
 PD0821'4, ABOUT 1/4 MILE SE OF JOHNSON COVE, ON THE SIDE OF REDOUBT
 PD0821'HILL, ABOUT MIDWAY BETWEEN THE ROAD AND THE RAILROAD.  SOME
 PD0821'CUTTING WAS REQUIRED TO MAKE THE MARK VISIBLE FROM THE BAY.
 PD0821
 PD0821                          STATION RECOVERY (1972)
 PD0821
 PD0821'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 PD0821'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0811 ***********************************************************************
 PD0811  DESIGNATION -  RANGE MARK 13 1976 IBC
 PD0811  PID         -  PD0811
 PD0811  STATE/COUNTY-  ME/WASHINGTON
 PD0811  USGS QUAD   -  EASTPORT (1977)
 PD0811
 PD0811                         *CURRENT SURVEY CONTROL
 PD0811  ___________________________________________________________________
 PD0811* NAD 83(1996)-  44 55 06.96388(N)    066 59 20.39450(W)     ADJUSTED  
 PD0811* NAVD 88     -                                                        
 PD0811  ___________________________________________________________________
 PD0811  LAPLACE CORR-           2.41  (seconds)                    DEFLEC99
 PD0811  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 PD0811
 PD0811  HORZ ORDER  -  THIRD
 PD0811
 PD0811.The horizontal coordinates were established by classical geodetic methods
 PD0811.and adjusted by the National Geodetic Survey in March 1998..
 PD0811
 PD0811
 PD0811.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0811
 PD0811.The geoid height was determined by GEOID03.
 PD0811
 PD0811;                    North         East     Units Scale Factor Converg.
 PD0811;SPC ME E     -   140,209.321   419,294.386   MT  1.00007494   +1 04 01.4
 PD0811;UTM  19      - 4,975,875.302   658,722.080   MT  0.99990979   +1 25 13.0
 PD0811
 PD0811                          SUPERSEDED SURVEY CONTROL
 PD0811
 PD0811  NAD 83(1992)-  44 55 06.95310(N)    066 59 20.39581(W) AD(       ) 3
 PD0811  NAD 83(1986)-  44 55 06.95095(N)    066 59 20.39530(W) AD(       ) 3
 PD0811  NAD 27      -  44 55 06.65100(N)    066 59 22.46200(W) AD(       ) 3
 PD0811  NGVD 29 (07/19/86)    1.     (m)            3.     (f) VERT ANG       
 PD0811
 PD0811.Superseded values are not recommended for survey control.
 PD0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0811.See file dsdata.txt to determine how the superseded data were derived.
 PD0811
 PD0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5872275875(NAD 83)
 PD0811_MARKER: 15 = RANGE MARKER
 PD0811
 PD0811  HISTORY     - Date     Condition        Report By
 PD0811  HISTORY     - 1976     FIRST OBSERVED   IBC
 PD0811
 PD0811                          STATION DESCRIPTION
 PD0811
 PD0811'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1976 (CRM)
 PD0811'DESCRIPTION--THE RANGE MARK IS LOCATED ABOUT 3/4 MILE NORTH OF
 PD0811'EASTPORT, MAINE AND ON THE EAST SIDE OF DOG ISLAND NEAR A US COAST
 PD0811'GUARD STRUCTURE.
 PD0811'
 PD0811'A BRONZE DISK, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK,
 PD0811'MARKS THE POINT.  A TWIN I - BEAM, STEEL STRUCTURE WITH A
 PD0811'TRIANGULAR - SHAPED STEEL PLATE WAS PLACED OVER THE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0812 ***********************************************************************
 PD0812  DESIGNATION -  RANGE MARK 13 R MK IBC
 PD0812  PID         -  PD0812
 PD0812  STATE/COUNTY-  ME/WASHINGTON
 PD0812  USGS QUAD   -  EASTPORT (1977)
 PD0812
 PD0812                         *CURRENT SURVEY CONTROL
 PD0812  ___________________________________________________________________
 PD0812* NAD 83(1996)-  44 55 06.78529(N)    066 59 20.62981(W)     ADJUSTED  
 PD0812* NAVD 88     -                                                        
 PD0812  ___________________________________________________________________
 PD0812  LAPLACE CORR-           2.41  (seconds)                    DEFLEC99
 PD0812  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 PD0812
 PD0812  HORZ ORDER  -  THIRD
 PD0812
 PD0812.The horizontal coordinates were established by classical geodetic methods
 PD0812.and adjusted by the National Geodetic Survey in March 1998..
 PD0812
 PD0812
 PD0812.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0812
 PD0812.The geoid height was determined by GEOID03.
 PD0812
 PD0812;                    North         East     Units Scale Factor Converg.
 PD0812;SPC ME E     -   140,203.712   419,289.328   MT  1.00007493   +1 04 01.2
 PD0812;UTM  19      - 4,975,869.663   658,717.058   MT  0.99990977   +1 25 12.8
 PD0812
 PD0812|---------------------------------------------------------------------|
 PD0812| PID    Reference Object                     Distance      Geod. Az  |
 PD0812|                                                           dddmmss.s |
 PD0812| PD0811 RANGE MARK 13 1976 IBC                7.552 METERS 04307     |
 PD0812| PD0766 RANGE MARK 14 IBC 1919              APPROX. 0.9 KM 1495258.5 |
 PD0812| PD0813 RANGE MARK 13 T MK IBC                5.413 METERS 27736     |
 PD0812|---------------------------------------------------------------------|
 PD0812
 PD0812                          SUPERSEDED SURVEY CONTROL
 PD0812
 PD0812  NAD 83(1992)-  44 55 06.77451(N)    066 59 20.63111(W) AD(       ) 3
 PD0812  NAD 83(1986)-  44 55 06.77241(N)    066 59 20.63056(W) AD(       ) 3
 PD0812  NAD 27      -  44 55 06.47200(N)    066 59 22.69700(W) AD(       ) 3
 PD0812  NGVD 29 (07/19/86)    5.0    (m)           16.     (f) VERT ANG       
 PD0812
 PD0812.Superseded values are not recommended for survey control.
 PD0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0812.See file dsdata.txt to determine how the superseded data were derived.
 PD0812
 PD0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5871775870(NAD 83)
 PD0812_MARKER: DR = REFERENCE MARK DISK
 PD0812_SETTING: 66 = SET IN ROCK OUTCROP
 PD0812_SP_SET: SET IN BEDROCK
 PD0812_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0812+STABILITY: POSITION/ELEVATION WELL
 PD0812
 PD0812  HISTORY     - Date     Condition        Report By
 PD0812  HISTORY     - 1975     MONUMENTED       IBC
 PD0812
 PD0812                          STATION DESCRIPTION
 PD0812
 PD0812'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1975 (CRM)
 PD0812'THE STATION IS LOCATED ABOUT 3/4 MILE NORTH OF EASTPORT AND ON THE
 PD0812'EAST SIDE OF DOG ISLAND.
 PD0812'
 PD0812'TO REACH FROM THE POST OFFICE IN EASTPORT, GO NORTH ON A PAVED
 PD0812'STREET FOR 0.7 MILE TO THE END OF THE PAVEMENT.  CONTINUE AHEAD,
 PD0812'NORTHERLY, ON A TRACK ROAD FOR 0.2 MILE TO THE END OF TRUCK TRAVEL
 PD0812'AT THE NORTH END OF MOOSE ISLAND.  AT LOW TIDE PACK NORTHEAST, ACROSS
 PD0812'AN ISTHMUS, FOR ABOUT 0.1 MILE TO THE EAST SIDE OF DOG ISLAND, A
 PD0812'US COAST GUARD STRUCTURE AND THE STATION.
 PD0812'
 PD0812'THE STATION MARK IS A BRONZE REFERENCE MARK DISK CEMENTED IN A DRILL
 PD0812'HOLE IN BEDROCK.  IT IS 21.3 FEET SOUTHEAST (MAGNETIC) OF THE CENTER
 PD0812'OF THE US COAST GUARD STRUCTURE.
 PD0812'
 PD0812'RANGE MARK 13 TEMPORARY MARK 1975 IS A 1/4 INCH DRILL HOLE IN THE
 PD0812'SOUTH CORNER OF THE CONCRETE BASE OF THE US COAST GUARD STRUCTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0813 ***********************************************************************
 PD0813  DESIGNATION -  RANGE MARK 13 T MK IBC
 PD0813  PID         -  PD0813
 PD0813  STATE/COUNTY-  ME/WASHINGTON
 PD0813  USGS QUAD   -  EASTPORT (1977)
 PD0813
 PD0813                         *CURRENT SURVEY CONTROL
 PD0813  ___________________________________________________________________
 PD0813* NAD 83(1996)-  44 55 06.80850(N)    066 59 20.87444(W)     ADJUSTED  
 PD0813* NAVD 88     -                                                        
 PD0813  ___________________________________________________________________
 PD0813  LAPLACE CORR-           2.41  (seconds)                    DEFLEC99
 PD0813  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 PD0813
 PD0813  HORZ ORDER  -  THIRD
 PD0813
 PD0813.The horizontal coordinates were established by classical geodetic methods
 PD0813.and adjusted by the National Geodetic Survey in March 1998..
 PD0813
 PD0813
 PD0813.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0813
 PD0813.The geoid height was determined by GEOID03.
 PD0813
 PD0813;                    North         East     Units Scale Factor Converg.
 PD0813;SPC ME E     -   140,204.329   419,283.950   MT  1.00007491   +1 04 01.0
 PD0813;UTM  19      - 4,975,870.246   658,711.677   MT  0.99990975   +1 25 12.6
 PD0813
 PD0813|---------------------------------------------------------------------|
 PD0813| PID    Reference Object                     Distance      Geod. Az  |
 PD0813|                                                           dddmmss.s |
 PD0813| PD0812 RANGE MARK 13 R MK IBC                5.413 METERS 09736     |
 PD0813| PD0766 RANGE MARK 14 IBC 1919              APPROX. 0.9 KM 1493636.2 |
 PD0813|---------------------------------------------------------------------|
 PD0813
 PD0813                          SUPERSEDED SURVEY CONTROL
 PD0813
 PD0813  NAD 83(1992)-  44 55 06.79772(N)    066 59 20.87574(W) AD(       ) 3
 PD0813  NAD 83(1986)-  44 55 06.79562(N)    066 59 20.87519(W) AD(       ) 3
 PD0813  NAD 27      -  44 55 06.49500(N)    066 59 22.94100(W) AD(       ) 3
 PD0813  NGVD 29 (07/19/86)    6.0    (m)           20.     (f) VERT ANG       
 PD0813
 PD0813.Superseded values are not recommended for survey control.
 PD0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0813.See file dsdata.txt to determine how the superseded data were derived.
 PD0813
 PD0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5871275870(NAD 83)
 PD0813_MARKER: H = DRILL HOLE
 PD0813_SETTING: 0 = UNSPECIFIED SETTING
 PD0813_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PD0813
 PD0813  HISTORY     - Date     Condition        Report By
 PD0813  HISTORY     - 1975     MONUMENTED       IBC
 PD0813
 PD0813                          STATION DESCRIPTION
 PD0813
 PD0813'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1975 (CRM)
 PD0813'THE STATION IS LOCATED ABOUT 3/4 MILE NORTH OF EASTPORT  AND ON THE
 PD0813'EAST SIDE OF DOG ISLAND.
 PD0813'
 PD0813'TO REACH FROM THE POST OFFICE IN EASTPORT, GO NORTH ON A PAVED
 PD0813'STREET FOR 0.7 MILE TO THE END OF THE PAVEMENT.  CONTINUE AHEAD,
 PD0813'NORTHERLY, ON A TRACK ROAD FOR 0.2 MILE TO THE END OF TRUCK TRAVEL
 PD0813'AT THE NORTH END OF MOOSE ISLAND.  AT LOW TIDE PACK NORTHEAST, ACROSS
 PD0813'AN ISTHMUS, FOR ABOUT 0.1 MILE TO THE EAST SIDE OF DOG ISLAND, A US
 PD0813'COAST GUARD STRUCTURE AND THE STATION.
 PD0813'
 PD0813'THE STATION MARK IS A 1/4 INCH DRILL HOLE IN THE SOUTH CORNER OF
 PD0813'THE CONCRETE BASE OF THE US COAST GUARD STRUCTURE.
 PD0813'
 PD0813'RANGE MARK 13 REFERENCE MARK 1975 IS A BRONZE REFERENCE MARK DISK
 PD0813'CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS 21.3 FEET (MAGNETIC) OF
 PD0813'THE CENTER OF THE US COAST GUARD STRUCTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0766 ***********************************************************************
 PD0766  DESIGNATION -  RANGE MARK 14 IBC 1919
 PD0766  PID         -  PD0766
 PD0766  STATE/COUNTY-  ME/WASHINGTON
 PD0766  USGS QUAD   -  EASTPORT (1977)
 PD0766
 PD0766                         *CURRENT SURVEY CONTROL
 PD0766  ___________________________________________________________________
 PD0766* NAD 83(1996)-  44 54 41.68120(N)    066 59 00.13695(W)     ADJUSTED  
 PD0766* NAVD 88     -                                                        
 PD0766  ___________________________________________________________________
 PD0766  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 PD0766  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 PD0766
 PD0766  HORZ ORDER  -  THIRD
 PD0766
 PD0766.The horizontal coordinates were established by classical geodetic methods
 PD0766.and adjusted by the National Geodetic Survey in March 1998..
 PD0766
 PD0766
 PD0766.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0766
 PD0766.The geoid height was determined by GEOID03.
 PD0766
 PD0766;                    North         East     Units Scale Factor Converg.
 PD0766;SPC ME E     -   139,437.225   419,753.237   MT  1.00007629   +1 04 15.2
 PD0766;UTM  19      - 4,975,106.175   659,185.606   MT  0.99991160   +1 25 26.6
 PD0766
 PD0766:                Primary Azimuth Mark                     Grid Az
 PD0766:SPC ME E     -  RANGE MARK 13 R MK IBC                   328 48 57.8
 PD0766:UTM  19      -  RANGE MARK 13 R MK IBC                   328 27 46.4
 PD0766
 PD0766|---------------------------------------------------------------------|
 PD0766| PID    Reference Object                     Distance      Geod. Az  |
 PD0766|                                                           dddmmss.s |
 PD0766| PD0812 RANGE MARK 13 R MK IBC              APPROX. 0.9 KM 3295313.0 |
 PD0766|---------------------------------------------------------------------|
 PD0766
 PD0766                          SUPERSEDED SURVEY CONTROL
 PD0766
 PD0766  NAD 83(1992)-  44 54 41.67044(N)    066 59 00.13832(W) AD(       ) 3
 PD0766  NAD 83(1986)-  44 54 41.66792(N)    066 59 00.13870(W) AD(       ) 3
 PD0766  NAD 27      -  44 54 41.36800(N)    066 59 02.20400(W) AD(       ) 3
 PD0766  NGVD 29 (07/19/86)   12.7    (m)           42.     (f) VERT ANG       
 PD0766
 PD0766.Superseded values are not recommended for survey control.
 PD0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0766.See file dsdata.txt to determine how the superseded data were derived.
 PD0766
 PD0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5918675106(NAD 83)
 PD0766_MARKER: 15 = RANGE MARKER
 PD0766_SETTING: 0 = UNSPECIFIED SETTING
 PD0766
 PD0766  HISTORY     - Date     Condition        Report By
 PD0766  HISTORY     - 1919     FIRST OBSERVED   IBC
 PD0766  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0766  HISTORY     - 1972     GOOD             IBC
 PD0766
 PD0766                          STATION DESCRIPTION
 PD0766
 PD0766'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1919 (JH)
 PD0766'STATION IS THE REAR RANGE MARK, RANGING INTERNATIONAL BOUNDARY
 PD0766'COURSE 3 - 4, AND IS LOCATED ON TODDS HEAD, E SIDE OF ME.  A WHITE
 PD0766'LINE IS PAINTED ON THE SEACOAST CANNING COMPANYS FACTORY BUILDING
 PD0766'NO 2 TO USE AS A BACK RANGE, AS THIS REAR RANGE IS HIDDEN BY THE
 PD0766'FACTORY.
 PD0766'
 PD0766'STATION MARK IS A STANDARD RANGE MARK.
 PD0766
 PD0766                          STATION RECOVERY (1946)
 PD0766
 PD0766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (NWS)
 PD0766'STATION IS THE REAR RANGE MARK, RANGING INTERNATIONAL BOUNDARY
 PD0766'COURSE 3-4, AND IS LOCATED ON TODDS HEAD, E SIDE OF MOOSE ISLAND
 PD0766'IN PASSAMAQUODDY BAY, 3/8 MILE N OF EASTPORT, MAINE.  A WHITE
 PD0766'LINE IS PAINTED ON THE SEACOAST CANNING COMPANYS FACTORY BUILDING
 PD0766'NO. 2 TO USE AS A BACK RANGE, AS THIS REAR RANGE IS HIDDEN BY
 PD0766'THE FACTORY.
 PD0766'
 PD0766'STATION MARK IS A STANDARD RANGE MARK.
 PD0766
 PD0766                          STATION RECOVERY (1972)
 PD0766
 PD0766'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 PD0766'RECOVERED IS GOOD CONDITION.  THE STRUCTURE THAT OBSTRUCTED THIS
 PD0766'RANGE MARK HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0794 ***********************************************************************
 PD0794  DESIGNATION -  RANGE MARK 15 IBC
 PD0794  PID         -  PD0794
 PD0794  STATE/COUNTY-  ME/WASHINGTON
 PD0794  USGS QUAD   -  EASTPORT (1977)
 PD0794
 PD0794                         *CURRENT SURVEY CONTROL
 PD0794  ___________________________________________________________________
 PD0794* NAD 83(1996)-  44 54 12.52064(N)    066 57 28.34008(W)     ADJUSTED  
 PD0794* NAVD 88     -                                                        
 PD0794  ___________________________________________________________________
 PD0794  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 PD0794  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 PD0794
 PD0794  HORZ ORDER  -  THIRD
 PD0794
 PD0794.The horizontal coordinates were established by classical geodetic methods
 PD0794.and adjusted by the National Geodetic Survey in March 1998..
 PD0794
 PD0794
 PD0794.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0794
 PD0794.The geoid height was determined by GEOID03.
 PD0794
 PD0794;                    North         East     Units Scale Factor Converg.
 PD0794;SPC ME E     -   138,575.096   421,783.761   MT  1.00008232   +1 05 19.5
 PD0794;UTM  19      - 4,974,256.718   661,221.072   MT  0.99991962   +1 26 30.8
 PD0794
 PD0794:                Primary Azimuth Mark                     Grid Az
 PD0794:SPC ME E     -  RANGE MARK 14 IBC 1919                   293 00 19.4
 PD0794:UTM  19      -  RANGE MARK 14 IBC 1919                   292 39 08.1
 PD0794
 PD0794|---------------------------------------------------------------------|
 PD0794| PID    Reference Object                     Distance      Geod. Az  |
 PD0794|                                                           dddmmss.s |
 PD0794| PD0766 RANGE MARK 14 IBC 1919              APPROX. 2.2 KM 2940538.9 |
 PD0794| PD0809 CHERRY ISLAND TOWER IBC             APPROX. 1.8 KM 3373236.0 |
 PD0794|---------------------------------------------------------------------|
 PD0794
 PD0794                          SUPERSEDED SURVEY CONTROL
 PD0794
 PD0794  NAD 83(1992)-  44 54 12.50962(N)    066 57 28.34175(W) AD(       ) 3
 PD0794  NAD 83(1986)-  44 54 12.50655(N)    066 57 28.34061(W) AD(       ) 3
 PD0794  NAD 27      -  44 54 12.21400(N)    066 57 30.43700(W) AD(       ) 3
 PD0794
 PD0794.Superseded values are not recommended for survey control.
 PD0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0794.See file dsdata.txt to determine how the superseded data were derived.
 PD0794
 PD0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK6122174257(NAD 83)
 PD0794_MARKER: 15 = RANGE MARKER
 PD0794
 PD0794  HISTORY     - Date     Condition        Report By
 PD0794  HISTORY     - 1919     FIRST OBSERVED   IBC
 PD0794  HISTORY     - 1972     GOOD             IBC
 PD0794
 PD0794                          STATION DESCRIPTION
 PD0794
 PD0794'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1919 (JH)
 PD0794'STATION IS THE FRONT RANGE MARK, RANGING INTERNATIONAL BOUNDARY
 PD0794'COURSE 4 - 5, AND IS LOCATED ON CAMPOBELLO ISLAND IN PASSAMAQUODDY
 PD0794'BAY, ABOUT ONE MILE N OF WELSHPOOL, NB.  THE STATION IS ON A
 PD0794'20 - FOOT BANK, ABOUT 30 METERS INLAND FROM THE W SHORE OF THE
 PD0794'ISLAND.
 PD0794'
 PD0794'STATION MARK IS A STANDARD RANGE MARK.
 PD0794
 PD0794                          STATION RECOVERY (1972)
 PD0794
 PD0794'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 PD0794'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0772 ***********************************************************************
 PD0772  DESIGNATION -  RANGE MARK 19 IBC 1919
 PD0772  PID         -  PD0772
 PD0772  STATE/COUNTY-  ME/WASHINGTON
 PD0772  USGS QUAD   -  EASTPORT (1977)
 PD0772
 PD0772                         *CURRENT SURVEY CONTROL
 PD0772  ___________________________________________________________________
 PD0772* NAD 83(1996)-  44 53 51.53956(N)    066 59 10.41800(W)     ADJUSTED  
 PD0772* NAVD 88     -                                                        
 PD0772  ___________________________________________________________________
 PD0772  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 PD0772  GEOID HEIGHT-         -22.44  (meters)                     GEOID03
 PD0772
 PD0772  HORZ ORDER  -  THIRD
 PD0772
 PD0772.The horizontal coordinates were established by classical geodetic methods
 PD0772.and adjusted by the National Geodetic Survey in March 1998..
 PD0772
 PD0772
 PD0772.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0772
 PD0772.The geoid height was determined by GEOID03.
 PD0772
 PD0772;                    North         East     Units Scale Factor Converg.
 PD0772;SPC ME E     -   137,885.322   419,556.611   MT  1.00007571   +1 04 07.0
 PD0772;UTM  19      - 4,973,553.347   658,998.579   MT  0.99991087   +1 25 18.1
 PD0772
 PD0772:                Primary Azimuth Mark                     Grid Az
 PD0772:SPC ME E     -  CAMPOBELLO                               076 09 28.9
 PD0772:UTM  19      -  CAMPOBELLO                               075 48 17.8
 PD0772
 PD0772|---------------------------------------------------------------------|
 PD0772| PID    Reference Object                     Distance      Geod. Az  |
 PD0772|                                                           dddmmss.s |
 PD0772| PD0806 CAMPOBELLO                          APPROX. 2.4 KM 0771335.9 |
 PD0772| PD0788 BUCKMAN HEAD REF MARK                36.531 METERS 10547     |
 PD0772| PD0771 RANGE MARK 20 IBC 1919              111.958 METERS 28547     |
 PD0772|---------------------------------------------------------------------|
 PD0772
 PD0772                          SUPERSEDED SURVEY CONTROL
 PD0772
 PD0772  NAD 83(1992)-  44 53 51.52895(N)    066 59 10.41974(W) AD(       ) 3
 PD0772  NAD 83(1986)-  44 53 51.52571(N)    066 59 10.42112(W) AD(       ) 3
 PD0772  NAD 27      -  44 53 51.23300(N)    066 59 12.49400(W) AD(       ) 3
 PD0772
 PD0772.Superseded values are not recommended for survey control.
 PD0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0772.See file dsdata.txt to determine how the superseded data were derived.
 PD0772
 PD0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5899973553(NAD 83)
 PD0772_MARKER: 15 = RANGE MARKER
 PD0772_SETTING: 0 = UNSPECIFIED SETTING
 PD0772
 PD0772  HISTORY     - Date     Condition        Report By
 PD0772  HISTORY     - 1919     FIRST OBSERVED   IBC
 PD0772  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0772  HISTORY     - 1972     GOOD             IBC
 PD0772
 PD0772                          STATION DESCRIPTION
 PD0772
 PD0772'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1919 (JH)
 PD0772'STATION IS THE FRONT RANGE MARK, CROSS RANGING INTERNATIONAL BOUNDARY
 PD0772'TURNING POINT NO 6, AND IS LOCATED ON THE NE SIDE OF BUCKMAN HEAD
 PD0772'ON MOOSE ISLAND IN PASSAMAQUODDY BAY.  THE STATION IS IN THE SOUTHERN
 PD0772'EDGE OF EASTPORT, ME, AND ABOUT 60 METERS FROM THE WATERS EDGE, IN
 PD0772'OPEN GROUND.
 PD0772'
 PD0772'STATION MARK IS A STANDARD RANGE MARK.
 PD0772
 PD0772                          STATION RECOVERY (1946)
 PD0772
 PD0772'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (NWS)
 PD0772'STATION IS THE FRONT RANGE MARK, CROSS RANGING INTERNATIONAL
 PD0772'BOUNDARY TURNING POINT NO. 6, AND IS LOCATED ON THE NE SIDE OF
 PD0772'BUCKMAN HEAD ON MOOSE ISLAND IN PASSAMAQUODDY BAY.  THE STATION
 PD0772'IS IN THE SOUTHERN EDGE OF EASTPORT, MAINE, AND ABOUT 60 METERS
 PD0772'FROM THE WATERS EDGE, IN OPEN GROUND.
 PD0772'
 PD0772'STATION MARK IS A STANDARD RANGE MARK.
 PD0772
 PD0772                          STATION RECOVERY (1972)
 PD0772
 PD0772'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 PD0772'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0771 ***********************************************************************
 PD0771  DESIGNATION -  RANGE MARK 20 IBC 1919
 PD0771  PID         -  PD0771
 PD0771  STATE/COUNTY-  ME/WASHINGTON
 PD0771  USGS QUAD   -  EASTPORT (1977)
 PD0771
 PD0771                         *CURRENT SURVEY CONTROL
 PD0771  ___________________________________________________________________
 PD0771* NAD 83(1996)-  44 53 52.52621(N)    066 59 15.32830(W)     ADJUSTED  
 PD0771* NAVD 88     -                                                        
 PD0771  ___________________________________________________________________
 PD0771  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 PD0771  GEOID HEIGHT-         -22.44  (meters)                     GEOID03
 PD0771
 PD0771  HORZ ORDER  -  THIRD
 PD0771
 PD0771.The horizontal coordinates were established by classical geodetic methods
 PD0771.and adjusted by the National Geodetic Survey in March 1998..
 PD0771
 PD0771
 PD0771.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0771
 PD0771.The geoid height was determined by GEOID03.
 PD0771
 PD0771;                    North         East     Units Scale Factor Converg.
 PD0771;SPC ME E     -   137,913.768   419,448.318   MT  1.00007539   +1 04 03.6
 PD0771;UTM  19      - 4,973,581.120   658,890.131   MT  0.99991045   +1 25 14.7
 PD0771
 PD0771:                Primary Azimuth Mark                     Grid Az
 PD0771:SPC ME E     -  CAMPOBELLO                               077 22 33.0
 PD0771:UTM  19      -  CAMPOBELLO                               077 01 21.9
 PD0771
 PD0771|---------------------------------------------------------------------|
 PD0771| PID    Reference Object                     Distance      Geod. Az  |
 PD0771|                                                           dddmmss.s |
 PD0771| PD0806 CAMPOBELLO                          APPROX. 2.5 KM 0782636.6 |
 PD0771| PD0772 RANGE MARK 19 IBC 1919              111.958 METERS 10547     |
 PD0771| PD0782 RANGE MARK 29 IBC 1919              137.883 METERS 20447     |
 PD0771| PD0781 RANGE MARK 30 IBC 1919               77.442 METERS 27345     |
 PD0771|---------------------------------------------------------------------|
 PD0771
 PD0771                          SUPERSEDED SURVEY CONTROL
 PD0771
 PD0771  NAD 83(1992)-  44 53 52.51559(N)    066 59 15.32996(W) AD(       ) 3
 PD0771  NAD 83(1986)-  44 53 52.51236(N)    066 59 15.33132(W) AD(       ) 3
 PD0771  NAD 27      -  44 53 52.22100(N)    066 59 17.41200(W) AD(       ) 3
 PD0771
 PD0771.Superseded values are not recommended for survey control.
 PD0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0771.See file dsdata.txt to determine how the superseded data were derived.
 PD0771
 PD0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5889073581(NAD 83)
 PD0771_MARKER: 15 = RANGE MARKER
 PD0771_SETTING: 0 = UNSPECIFIED SETTING
 PD0771
 PD0771  HISTORY     - Date     Condition        Report By
 PD0771  HISTORY     - 1919     FIRST OBSERVED   IBC
 PD0771  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0771  HISTORY     - 1972     GOOD             IBC
 PD0771
 PD0771                          STATION DESCRIPTION
 PD0771
 PD0771'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1919 (JH)
 PD0771'STATION IS THE BACK RANGE MARK, CROSS RANGING INTERNATIONAL BOUNDARY
 PD0771'TURNING POINT NO 6, AND IS LOCATED ON BUCKMAN HEAD ON MOOSE ISLAND
 PD0771'IN PASSAMAQUODDY BAY.  THE STATION IS ON THE SOUTHERN EDGE OF
 PD0771'EASTPORT, ME, AND ABOUT 170 METERS W OF THE SHORE, ON HIGH, FLAT,
 PD0771'OPEN GROUND.
 PD0771'
 PD0771'STATION MARK IS A STANDARD RANGE MARK.
 PD0771
 PD0771                          STATION RECOVERY (1946)
 PD0771
 PD0771'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (NWS)
 PD0771'STATION IS THE BACK RANGE MARK, CROSS RANGING INTERNATIONAL
 PD0771'BOUNDARY TURNING POINT NO. 6, AND IS LOCATED ON BUCKMAN HEAD ON
 PD0771'MOOSE ISLAND IN PASSAMAQUODDY BAY.  THE STATION IS ON THE SOUTHERN
 PD0771'EDGE OF EASTPORT, MAINE, AND ABOUT 170 METERS W OF THE SHORE, ON
 PD0771'HIGH, FLAT, OPEN GROUND.
 PD0771'
 PD0771'STATION MARK IS A STANDARD RANGE MARK.
 PD0771
 PD0771                          STATION RECOVERY (1972)
 PD0771
 PD0771'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 PD0771'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0769 ***********************************************************************
 PD0769  DESIGNATION -  RANGE MARK 21 IBC 1919
 PD0769  PID         -  PD0769
 PD0769  STATE/COUNTY-  ME/WASHINGTON
 PD0769  USGS QUAD   -  EASTPORT (1977)
 PD0769
 PD0769                         *CURRENT SURVEY CONTROL
 PD0769  ___________________________________________________________________
 PD0769* NAD 83(1996)-  44 52 41.39421(N)    066 59 13.90781(W)     ADJUSTED  
 PD0769* NAVD 88     -                                                        
 PD0769  ___________________________________________________________________
 PD0769  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 PD0769  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 PD0769
 PD0769  HORZ ORDER  -  THIRD
 PD0769
 PD0769.The horizontal coordinates were established by classical geodetic methods
 PD0769.and adjusted by the National Geodetic Survey in March 1998..
 PD0769
 PD0769
 PD0769.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0769
 PD0769.The geoid height was determined by GEOID03.
 PD0769
 PD0769;                    North         East     Units Scale Factor Converg.
 PD0769;SPC ME E     -   135,718.767   419,520.403   MT  1.00007561   +1 04 03.2
 PD0769;UTM  19      - 4,971,386.967   658,975.724   MT  0.99991078   +1 25 13.9
 PD0769
 PD0769                          SUPERSEDED SURVEY CONTROL
 PD0769
 PD0769  NAD 83(1992)-  44 52 41.38371(N)    066 59 13.91014(W) AD(       ) 3
 PD0769  NAD 83(1986)-  44 52 41.37895(N)    066 59 13.91224(W) AD(       ) 3
 PD0769  NAD 27      -  44 52 41.09100(N)    066 59 15.99800(W) AD(       ) 3
 PD0769
 PD0769.Superseded values are not recommended for survey control.
 PD0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0769.See file dsdata.txt to determine how the superseded data were derived.
 PD0769
 PD0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5897671387(NAD 83)
 PD0769_MARKER: 15 = RANGE MARKER
 PD0769
 PD0769  HISTORY     - Date     Condition        Report By
 PD0769  HISTORY     - 1919     FIRST OBSERVED   IBC
 PD0769  HISTORY     - 1946     GOOD             CGS
 PD0769  HISTORY     - 1946     GOOD             IBC
 PD0769  HISTORY     - 1972     GOOD             IBC
 PD0769
 PD0769                          STATION DESCRIPTION
 PD0769
 PD0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (NWS)
 PD0769'STATION IS THE FRONT RANGE MARK, CROSS RANGING INTERNATIONAL
 PD0769'BOUNDARY TURNING POINT NO. 7, AND IS LOCATED ON THE E SIDE OF
 PD0769'TREAT ISLAND IN PASSAMAQUODDY BAY, ABOUT A MILE N OF LUBEC,
 PD0769'MAINE.  THE STATION IS ABOUT 20 METERS FROM THE SHORE.  SOME
 PD0769'CUTTING WAS NECESSARY TO OPEN THE RANGE IN 1946.
 PD0769'
 PD0769'STATION MARK IS A STANDARD RANGE MARK.
 PD0769
 PD0769                          STATION RECOVERY (1946)
 PD0769
 PD0769'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 PD0769'CUTTING REQUIRED TO OPEN RANGE TO TURNING POINT.
 PD0769
 PD0769                          STATION RECOVERY (1972)
 PD0769
 PD0769'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 PD0769'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0778 ***********************************************************************
 PD0778  DESIGNATION -  RANGE MARK 22
 PD0778  PID         -  PD0778
 PD0778  STATE/COUNTY-  ME/WASHINGTON
 PD0778  USGS QUAD   -  EASTPORT (1977)
 PD0778
 PD0778                         *CURRENT SURVEY CONTROL
 PD0778  ___________________________________________________________________
 PD0778* NAD 83(1996)-  44 52 42.26466(N)    066 59 23.56873(W)     ADJUSTED  
 PD0778* NAVD 88     -                                                        
 PD0778  ___________________________________________________________________
 PD0778  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 PD0778  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 PD0778
 PD0778  HORZ ORDER  -  THIRD
 PD0778
 PD0778.The horizontal coordinates were established by classical geodetic methods
 PD0778.and adjusted by the National Geodetic Survey in March 1998..
 PD0778
 PD0778
 PD0778.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0778
 PD0778.The geoid height was determined by GEOID03.
 PD0778
 PD0778;                    North         East     Units Scale Factor Converg.
 PD0778;SPC ME E     -   135,741.687   419,307.883   MT  1.00007498   +1 03 56.4
 PD0778;UTM  19      - 4,971,408.573   658,763.103   MT  0.99990995   +1 25 07.1
 PD0778
 PD0778|---------------------------------------------------------------------|
 PD0778| PID    Reference Object                     Distance      Geod. Az  |
 PD0778|                                                           dddmmss.s |
 PD0778| PD0769 RANGE MARK 21 IBC 1919              213.736 METERS 09713     |
 PD0778| PD0799 FRIARS HEAD 3                       APPROX. 1.4 KM 0995220.4 |
 PD0778| CE8662 RANGE MARK 22 RM 1                    3.975 METERS 33002     |
 PD0778| PD0790 TREAT 2 1893                         49.141 METERS 35537     |
 PD0778|---------------------------------------------------------------------|
 PD0778
 PD0778                          SUPERSEDED SURVEY CONTROL
 PD0778
 PD0778  NAD 83(1992)-  44 52 42.25418(N)    066 59 23.57090(W) AD(       ) 3
 PD0778  NAD 83(1986)-  44 52 42.24945(N)    066 59 23.57300(W) AD(       ) 3
 PD0778  NAD 27      -  44 52 41.96200(N)    066 59 25.65800(W) AD(       ) 3
 PD0778
 PD0778.Superseded values are not recommended for survey control.
 PD0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0778.See file dsdata.txt to determine how the superseded data were derived.
 PD0778
 PD0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5876371409(NAD 83)
 PD0778_MARKER: 15 = RANGE MARKER
 PD0778
 PD0778  HISTORY     - Date     Condition        Report By
 PD0778  HISTORY     - 1919     FIRST OBSERVED   IBC
 PD0778  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0778  HISTORY     - 1972     GOOD             IBC
 PD0778
 PD0778                          STATION DESCRIPTION
 PD0778
 PD0778'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1919 (JH)
 PD0778'STATION IS THE BACK RANGE MARK, CROSS RANGING INTERNATIONAL BOUNDARY
 PD0778'TURNING POINT NO 7, AND IS LOCATED A LITTLE S OF THE SUMMIT OF
 PD0778'TREAT ISLAND IN PASSAMAQUODDY BAY, ABOUT A MILE N OF LUBEC, ME.  THE
 PD0778'STATION IS 49.2 METERS S OF STATION---TREAT 2---, WHICH IS ON THE
 PD0778'SUMMIT OF THE ISLAND.
 PD0778'
 PD0778'STATION MARK IS A STANDARD RANGE MARK.
 PD0778
 PD0778                          STATION RECOVERY (1946)
 PD0778
 PD0778'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (NWS)
 PD0778'STATION IS THE BACK RANGE MARK, CROSS RANGING INTERNATIONAL
 PD0778'BOUNDARY TURNING POINT NO. 7, AND IS LOCATED A LITTLE S OF THE
 PD0778'SUMMIT OF TREAT ISLAND IN PASSAMAQUODDY BAY, ABOUT A MILE N OF
 PD0778'LUBEC, MAINE.  THE STATION IS 49.2 METERS S OF THE STATION TREAT
 PD0778'2, WHICH IS ON THE SUMMIT OF THE ISLAND.
 PD0778'
 PD0778'STATION MARK IS A STANDARD RANGE MARK.
 PD0778
 PD0778                          STATION RECOVERY (1972)
 PD0778
 PD0778'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 PD0778'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0704 ***********************************************************************
 PD0704  DESIGNATION -  RANGE MARK 23 IBC 1919
 PD0704  PID         -  PD0704
 PD0704  STATE/COUNTY-  ME/WASHINGTON
 PD0704  USGS QUAD   -  LUBEC (1977)
 PD0704
 PD0704                         *CURRENT SURVEY CONTROL
 PD0704  ___________________________________________________________________
 PD0704* NAD 83(1996)-  44 52 07.38606(N)    066 59 02.05656(W)     ADJUSTED  
 PD0704* NAVD 88     -                                                        
 PD0704  ___________________________________________________________________
 PD0704  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 PD0704  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 PD0704
 PD0704  HORZ ORDER  -  THIRD
 PD0704
 PD0704.The horizontal coordinates were established by classical geodetic methods
 PD0704.and adjusted by the National Geodetic Survey in March 1998..
 PD0704
 PD0704
 PD0704.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0704
 PD0704.The geoid height was determined by GEOID03.
 PD0704
 PD0704;                    North         East     Units Scale Factor Converg.
 PD0704;SPC ME E     -   134,673.916   419,800.093   MT  1.00007643   +1 04 11.0
 PD0704;UTM  19      - 4,970,344.030   659,261.799   MT  0.99991190   +1 25 21.4
 PD0704
 PD0704                          SUPERSEDED SURVEY CONTROL
 PD0704
 PD0704  NAD 83(1992)-  44 52 07.37556(N)    066 59 02.05903(W) AD(       ) 3
 PD0704  NAD 83(1986)-  44 52 07.36965(N)    066 59 02.06087(W) AD(       ) 3
 PD0704  NAD 27      -  44 52 07.08200(N)    066 59 04.15000(W) AD(       ) 3
 PD0704
 PD0704.Superseded values are not recommended for survey control.
 PD0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0704.See file dsdata.txt to determine how the superseded data were derived.
 PD0704
 PD0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5926270344(NAD 83)
 PD0704_MARKER: 15 = RANGE MARKER
 PD0704_SETTING: 0 = UNSPECIFIED SETTING
 PD0704
 PD0704  HISTORY     - Date     Condition        Report By
 PD0704  HISTORY     - 1919     FIRST OBSERVED   IBC
 PD0704  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0704  HISTORY     - 1972     GOOD             IBC
 PD0704
 PD0704                          STATION DESCRIPTION
 PD0704
 PD0704'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1919 (JH)
 PD0704'STATION IS THE FRONT RANGE MARK, RANGING INTERNATIONAL BOUNDARY
 PD0704'COURSE 6 - 7, AND IS LOCATED 20 METERS S OF THE N END OF POPES FOLLY
 PD0704'ISLAND IN PASSAMAQUODDY BAY, 3/8 MILE N OF LUBEC, ME.  IT IS
 PD0704'SURROUNDED BY BRUSH AND NEEDS CUTTING OUT EVERY FEW YEARS.
 PD0704'
 PD0704'STATION MARK IS A STANDARD RANGE MARK.
 PD0704
 PD0704                          STATION RECOVERY (1946)
 PD0704
 PD0704'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (NWS)
 PD0704'STATION IS THE FRONT RANGE MARK, RANGING INTERNATIONAL BOUNDARY
 PD0704'COURSE 6-7, AND IS LOCATED 20 METERS S OF THE N END OF POPES FOLLY
 PD0704'ISLAND IN PASSAMAQUODDY BAY, 3/8 MILE N OF LUBEC, MAINE.  IT IS
 PD0704'SURROUNDED BY BRUSH AND NEEDS CUTTING OUT EVERY FEW YEARS.
 PD0704'STATION MARK IS A STANDARD RANGE MARK.
 PD0704
 PD0704                          STATION RECOVERY (1972)
 PD0704
 PD0704'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 PD0704'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0702 ***********************************************************************
 PD0702  DESIGNATION -  RANGE MARK 24 IBC 1919
 PD0702  PID         -  PD0702
 PD0702  STATE/COUNTY-  ME/WASHINGTON
 PD0702  USGS QUAD   -  LUBEC (1977)
 PD0702
 PD0702                         *CURRENT SURVEY CONTROL
 PD0702  ___________________________________________________________________
 PD0702* NAD 83(1996)-  44 52 06.14863(N)    066 59 02.61137(W)     ADJUSTED  
 PD0702* NAVD 88     -                                                        
 PD0702  ___________________________________________________________________
 PD0702  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 PD0702  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 PD0702
 PD0702  HORZ ORDER  -  THIRD
 PD0702
 PD0702.The horizontal coordinates were established by classical geodetic methods
 PD0702.and adjusted by the National Geodetic Survey in March 1998..
 PD0702
 PD0702
 PD0702.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0702
 PD0702.The geoid height was determined by GEOID03.
 PD0702
 PD0702;                    North         East     Units Scale Factor Converg.
 PD0702;SPC ME E     -   134,635.494   419,788.628   MT  1.00007640   +1 04 10.5
 PD0702;UTM  19      - 4,970,305.544   659,250.573   MT  0.99991186   +1 25 21.0
 PD0702
 PD0702|---------------------------------------------------------------------|
 PD0702| PID    Reference Object                     Distance      Geod. Az  |
 PD0702|                                                           dddmmss.s |
 PD0702| PD0704 RANGE MARK 23 IBC 1919               40.093 METERS 01741     |
 PD0702| PD0700 LUBEC CHURCH SPIRE                  APPROX. 0.9 KM 1974102.3 |
 PD0702|---------------------------------------------------------------------|
 PD0702
 PD0702                          SUPERSEDED SURVEY CONTROL
 PD0702
 PD0702  NAD 83(1992)-  44 52 06.13814(N)    066 59 02.61384(W) AD(       ) 3
 PD0702  NAD 83(1986)-  44 52 06.13218(N)    066 59 02.61573(W) AD(       ) 3
 PD0702  NAD 27      -  44 52 05.84400(N)    066 59 04.70500(W) AD(       ) 3
 PD0702
 PD0702.Superseded values are not recommended for survey control.
 PD0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0702.See file dsdata.txt to determine how the superseded data were derived.
 PD0702
 PD0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5925170306(NAD 83)
 PD0702_MARKER: 15 = RANGE MARKER
 PD0702_SETTING: 0 = UNSPECIFIED SETTING
 PD0702
 PD0702  HISTORY     - Date     Condition        Report By
 PD0702  HISTORY     - 1919     FIRST OBSERVED   IBC
 PD0702  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0702  HISTORY     - 1972     GOOD             IBC
 PD0702
 PD0702                          STATION DESCRIPTION
 PD0702
 PD0702'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1919 (JH)
 PD0702'STATION IS THE BACK RANGE MARK, RANGING INTERNATIONAL BOUNDARY
 PD0702'COURSE 6 - 7, AND IS LOCATED NEAR THE CENTER AND HIGHEST POINT OF
 PD0702'POPES FOLLY ISLAND IN PASSAMAQUODDY BAY, 3/8 MILE N OF LUBEC, ME.
 PD0702'
 PD0702'STATION MARK IS A STANDARD RANGE MARK.
 PD0702
 PD0702                          STATION RECOVERY (1946)
 PD0702
 PD0702'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (NWS)
 PD0702'STATION IS THE BACK RANGE MARK, RANGING INTERNATIONAL BOUNDARY
 PD0702'COURSE 6-7, AND IS LOCATED NEAR THE CENTER AND HIGHEST POINT OF
 PD0702'POPES FOLLY ISLAND IN PASSAMAQUODDY BAY, 3/8 MILE N OF LUBEC,
 PD0702'MAINE.  THE MARK WAS ENTIRELY OBSCURED BY BRUSH IN 1946 AND NEEDS
 PD0702'CUTTING OUT EVERY FEW YEARS.  BRUSH REMOVED IN 1946.
 PD0702'
 PD0702'STATION MARK IS A STANDARD RANGE MARK.
 PD0702
 PD0702                          STATION RECOVERY (1972)
 PD0702
 PD0702'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 PD0702'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0755 ***********************************************************************
 PD0755  DESIGNATION -  RANGE MARK 27 1961 IBC
 PD0755  PID         -  PD0755
 PD0755  STATE/COUNTY-  ME/WASHINGTON
 PD0755  USGS QUAD   -  LUBEC (1977)
 PD0755
 PD0755                         *CURRENT SURVEY CONTROL
 PD0755  ___________________________________________________________________
 PD0755* NAD 83(1996)-  44 51 45.94605(N)    066 58 59.01545(W)     ADJUSTED  
 PD0755* NAVD 88     -                                                        
 PD0755  ___________________________________________________________________
 PD0755  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 PD0755  GEOID HEIGHT-         -22.37  (meters)                     GEOID03
 PD0755
 PD0755  HORZ ORDER  -  THIRD
 PD0755
 PD0755.The horizontal coordinates were established by classical geodetic methods
 PD0755.and adjusted by the National Geodetic Survey in March 1998..
 PD0755
 PD0755
 PD0755.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0755
 PD0755.The geoid height was determined by GEOID03.
 PD0755
 PD0755;                    North         East     Units Scale Factor Converg.
 PD0755;SPC ME E     -   134,013.391   419,879.208   MT  1.00007666   +1 04 12.7
 PD0755;UTM  19      - 4,969,684.113   659,344.966   MT  0.99991223   +1 25 23.1
 PD0755
 PD0755                          SUPERSEDED SURVEY CONTROL
 PD0755
 PD0755  NAD 83(1992)-  44 51 45.93569(N)    066 58 59.01813(W) AD(       ) 3
 PD0755  NAD 83(1986)-  44 51 45.92781(N)    066 58 59.02002(W) AD(       ) 3
 PD0755  NAD 27      -  44 51 45.63900(N)    066 59 01.10900(W) AD(       ) 3
 PD0755
 PD0755.Superseded values are not recommended for survey control.
 PD0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0755.See file dsdata.txt to determine how the superseded data were derived.
 PD0755
 PD0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5934569684(NAD 83)
 PD0755_MARKER: 15 = RANGE MARKER
 PD0755
 PD0755  HISTORY     - Date     Condition        Report By
 PD0755  HISTORY     - 1961     FIRST OBSERVED   IBC
 PD0755  HISTORY     - 1972     GOOD             IBC
 PD0755
 PD0755                          STATION DESCRIPTION
 PD0755
 PD0755'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1961 (NWS)
 PD0755'THE RANGE IS THE FRONT RANGE MARK, RANGING INTERNATIONAL BOUNDARY
 PD0755'COURSE 7 - 8 AND IS BUILT IN THE REAR OF, AND ON SAME BASE AS THE
 PD0755'LUBEC BREAKWATER, PASSAMAQUODDY BAY AND PAINTED TWO COATS.
 PD0755'
 PD0755'THE STATION MARK IS 4-1/2 FEET HIGH BUILT ON THE STANDARD RANGE
 PD0755'PATTERN ON A CONCRETE BASE WITH SLIGHTLY SLOPING SIDES AND 6 FEET
 PD0755'SQUARE AT THE TOP.  BASE IS PROTECTED BY HUGE ROCKS WHERE BELOW
 PD0755'MEDIUM TIDE.
 PD0755
 PD0755                          STATION RECOVERY (1972)
 PD0755
 PD0755'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 PD0755'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0756 ***********************************************************************
 PD0756  DESIGNATION -  RANGE MARK 28 1976 IBC
 PD0756  PID         -  PD0756
 PD0756  STATE/COUNTY-  ME/WASHINGTON
 PD0756  USGS QUAD   -  LUBEC (1977)
 PD0756
 PD0756                         *CURRENT SURVEY CONTROL
 PD0756  ___________________________________________________________________
 PD0756* NAD 83(1996)-  44 51 42.62743(N)    066 58 59.71054(W)     ADJUSTED  
 PD0756* NAVD 88     -                                                        
 PD0756  ___________________________________________________________________
 PD0756  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 PD0756  GEOID HEIGHT-         -22.37  (meters)                     GEOID03
 PD0756
 PD0756  HORZ ORDER  -  THIRD
 PD0756
 PD0756.The horizontal coordinates were established by classical geodetic methods
 PD0756.and adjusted by the National Geodetic Survey in March 1998..
 PD0756
 PD0756
 PD0756.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0756
 PD0756.The geoid height was determined by GEOID03.
 PD0756
 PD0756;                    North         East     Units Scale Factor Converg.
 PD0756;SPC ME E     -   133,910.673   419,865.862   MT  1.00007662   +1 04 12.1
 PD0756;UTM  19      - 4,969,581.332   659,332.256   MT  0.99991218   +1 25 22.5
 PD0756
 PD0756                          SUPERSEDED SURVEY CONTROL
 PD0756
 PD0756  NAD 83(1992)-  44 51 42.61713(N)    066 58 59.71322(W) AD(       ) 3
 PD0756  NAD 83(1986)-  44 51 42.60923(N)    066 58 59.71489(W) AD(       ) 3
 PD0756  NAD 27      -  44 51 42.32000(N)    066 59 01.80300(W) AD(       ) 3
 PD0756
 PD0756.Superseded values are not recommended for survey control.
 PD0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0756.See file dsdata.txt to determine how the superseded data were derived.
 PD0756
 PD0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5933269581(NAD 83)
 PD0756_MARKER: DH = HORIZONTAL CONTROL DISK
 PD0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PD0756_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PD0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0756+STABILITY: SURFACE MOTION
 PD0756
 PD0756  HISTORY     - Date     Condition        Report By
 PD0756  HISTORY     - 1976     MONUMENTED       IBC
 PD0756
 PD0756                          STATION DESCRIPTION
 PD0756
 PD0756'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1976 (CRM)
 PD0756'THE RANGE MARK IS LOCATED NEAR THE WHARF IN LUBEC, MAINE.
 PD0756'
 PD0756'A BRONZE DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT
 PD0756'IS 12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND MARKS THE POINT.
 PD0756'A TWIN I - BEAM, STEEL STRUCTURE WITH A TRIANGULAR - SHAPED STEEL
 PD0756'PLATE WAS PLACED OVER THE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0706 ***********************************************************************
 PD0706  DESIGNATION -  RANGE MARK 28 IBC 1919
 PD0706  PID         -  PD0706
 PD0706  STATE/COUNTY-  ME/WASHINGTON
 PD0706  USGS QUAD   -  LUBEC (1977)
 PD0706
 PD0706                         *CURRENT SURVEY CONTROL
 PD0706  ___________________________________________________________________
 PD0706* NAD 83(1996)-  44 51 42.52308(N)    066 58 59.73240(W)     ADJUSTED  
 PD0706* NAVD 88     -                                                        
 PD0706  ___________________________________________________________________
 PD0706  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 PD0706  GEOID HEIGHT-         -22.37  (meters)                     GEOID03
 PD0706
 PD0706  HORZ ORDER  -  THIRD
 PD0706
 PD0706.The horizontal coordinates were established by classical geodetic methods
 PD0706.and adjusted by the National Geodetic Survey in March 1998..
 PD0706
 PD0706
 PD0706.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0706
 PD0706.The geoid height was determined by GEOID03.
 PD0706
 PD0706;                    North         East     Units Scale Factor Converg.
 PD0706;SPC ME E     -   133,907.443   419,865.443   MT  1.00007662   +1 04 12.1
 PD0706;UTM  19      - 4,969,578.100   659,331.856   MT  0.99991218   +1 25 22.5
 PD0706
 PD0706                          SUPERSEDED SURVEY CONTROL
 PD0706
 PD0706  NAD 83(1992)-  44 51 42.51277(N)    066 58 59.73507(W) AD(       ) 3
 PD0706  NAD 83(1986)-  44 51 42.50488(N)    066 58 59.73674(W) AD(       ) 3
 PD0706  NAD 27      -  44 51 42.21600(N)    066 59 01.82500(W) AD(       ) 3
 PD0706
 PD0706.Superseded values are not recommended for survey control.
 PD0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0706.See file dsdata.txt to determine how the superseded data were derived.
 PD0706
 PD0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5933269578(NAD 83)
 PD0706_MARKER: 15 = RANGE MARKER
 PD0706_SETTING: 0 = UNSPECIFIED SETTING
 PD0706
 PD0706  HISTORY     - Date     Condition        Report By
 PD0706  HISTORY     - 1919     FIRST OBSERVED   IBC
 PD0706  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0706  HISTORY     - 1955     GOOD             IBC
 PD0706  HISTORY     - 1972     GOOD             IBC
 PD0706  HISTORY     - 1976     GOOD             IBC
 PD0706
 PD0706                          STATION DESCRIPTION
 PD0706
 PD0706'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1919 (JH)
 PD0706'STATION IS THE BACK RANGE MARK, RANGING INTERNATIONAL BOUNDARY
 PD0706'COURSE 7 - 8, AND IS LOCATED BETWEEN THE DURGIN PACKING HOUSE AND
 PD0706'THE---PIKE---BUILDING JUST S OF THE BREAKWATER IN NORTHEASTERN LUBEC,
 PD0706'ME.  A VILLAGE DUMP ON OPEN GROUND N OF THE STATION OBSCURES THE
 PD0706'VIEW TOWARD THE COURSE RANGED.  A PICKET FENCE IS ALSO IN FRONT OF
 PD0706'THE RANGE MARK.
 PD0706'
 PD0706'STATION MARK IS A 4-1/2 - FOOT RANGE MARK BUILT SIMILAR TO STANDARD
 PD0706'RANGE MARKS.
 PD0706
 PD0706                          STATION RECOVERY (1946)
 PD0706
 PD0706'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (NWS)
 PD0706'STATION IS THE BACK RANGE MARK, RANGING INTERNATIONAL BOUNDARY
 PD0706'COURSE 7-8, AND IS LOCATED BETWEEN THE DURGIN PACKING HOUSE AND THE
 PD0706'PIKE BUILDING JUST S OF THE BREAKWATER IN NORTHEASTERN LUBEC,
 PD0706'MAINE.  A VILLAGE DUMP ON OPEN GROUND N OF THE STATION OBSCURES
 PD0706'THE VIEW TOWARD THE COURSE RANGED.  A PICKET FENCE IS ALSO IN
 PD0706'FRONT OF THE RANGE MARK.
 PD0706'
 PD0706'STATION MARK IS A 4-1/2-FOOT RANGE MARK BUILT SIMILAR TO
 PD0706'STANDARD RANGE MARKS.
 PD0706
 PD0706                          STATION RECOVERY (1955)
 PD0706
 PD0706'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 PD0706'WHITE BOARD PUT OVER RANGE.
 PD0706
 PD0706                          STATION RECOVERY (1972)
 PD0706
 PD0706'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 PD0706'THIS MARK WAS RECOVERED APPROXIMATELY AS DESCRIBED.  IT IS EAST OF
 PD0706'THE LUBEC GRAIN AND SUPPLY CO BUILDING WHICH SEEMS TO BE DESERTED
 PD0706'EXCEPT THAT SOMEONE IS LIVING IN ONE PORTION OF IT.  IT IS STILL
 PD0706'LOCATED IN A DUMP.  THE PICKET FENCE MENTIONED IN THE ABOVE
 PD0706'DESCRIPTION IS GONE.  THE PIKE BUILDING IS ALSO GONE.  THE MARK
 PD0706'SHOULD BE TEN OR FIFTEEN FEET HIGHER.  THE WHITE BOARD MENTIONED
 PD0706'IN THE DESCRIPTION IS ALSO GONE.
 PD0706
 PD0706                          STATION RECOVERY (1976)
 PD0706
 PD0706'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1976 (HGD)
 PD0706'RECOVERED IN GOOD CONDITION.  IN ORDER TO ESTABLISH A VISIBLE RANGE,
 PD0706'RANGE MARK 28 1976 WAS ESTABLISHED.  SEE DESCRIPTION THEREOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0782 ***********************************************************************
 PD0782  DESIGNATION -  RANGE MARK 29 IBC 1919
 PD0782  PID         -  PD0782
 PD0782  STATE/COUNTY-  ME/WASHINGTON
 PD0782  USGS QUAD   -  EASTPORT (1977)
 PD0782
 PD0782                         *CURRENT SURVEY CONTROL
 PD0782  ___________________________________________________________________
 PD0782* NAD 83(1996)-  44 53 48.47089(N)    066 59 17.96242(W)     ADJUSTED  
 PD0782* NAVD 88     -                                                        
 PD0782  ___________________________________________________________________
 PD0782  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 PD0782  GEOID HEIGHT-         -22.44  (meters)                     GEOID03
 PD0782
 PD0782  HORZ ORDER  -  THIRD
 PD0782
 PD0782.The horizontal coordinates were established by classical geodetic methods
 PD0782.and adjusted by the National Geodetic Survey in March 1998..
 PD0782
 PD0782
 PD0782.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0782
 PD0782.The geoid height was determined by GEOID03.
 PD0782
 PD0782;                    North         East     Units Scale Factor Converg.
 PD0782;SPC ME E     -   137,787.518   419,392.861   MT  1.00007523   +1 04 01.6
 PD0782;UTM  19      - 4,973,454.552   658,835.462   MT  0.99991023   +1 25 12.7
 PD0782
 PD0782|---------------------------------------------------------------------|
 PD0782| PID    Reference Object                     Distance      Geod. Az  |
 PD0782|                                                           dddmmss.s |
 PD0782| PD0771 RANGE MARK 20 IBC 1919              137.883 METERS 02447     |
 PD0782| PD0784 HEAD IBC 1913                        24.052 METERS 12834     |
 PD0782| PD0799 FRIARS HEAD 3                       APPROX. 2.6 KM 1503114.1 |
 PD0782| PD0781 RANGE MARK 30 IBC 1919              131.692 METERS 35130     |
 PD0782|---------------------------------------------------------------------|
 PD0782
 PD0782                          SUPERSEDED SURVEY CONTROL
 PD0782
 PD0782  NAD 83(1992)-  44 53 48.46029(N)    066 59 17.96410(W) AD(       ) 3
 PD0782  NAD 83(1986)-  44 53 48.45694(N)    066 59 17.96553(W) AD(       ) 3
 PD0782  NAD 27      -  44 53 48.16400(N)    066 59 20.04700(W) AD(       ) 3
 PD0782
 PD0782.Superseded values are not recommended for survey control.
 PD0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0782.See file dsdata.txt to determine how the superseded data were derived.
 PD0782
 PD0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5883573455(NAD 83)
 PD0782_MARKER: 15 = RANGE MARKER
 PD0782_SETTING: 0 = UNSPECIFIED SETTING
 PD0782
 PD0782  HISTORY     - Date     Condition        Report By
 PD0782  HISTORY     - 1919     FIRST OBSERVED   IBC
 PD0782  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0782  HISTORY     - 1972     GOOD             IBC
 PD0782
 PD0782                          STATION DESCRIPTION
 PD0782
 PD0782'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1919 (JH)
 PD0782'STATION IS THE FRONT RANGE MARK, RANGING INTERNATIONAL BOUNDARY
 PD0782'COURSE 8 - 9, AND IS LOCATED ON THE W SIDE OF BUCKMAN HEAD ON
 PD0782'MOOSE ISLAND IN PASSAMAQUODDY BAY.  THE STATION IS IN THE SOUTHERN
 PD0782'EDGE OF EASTPORT, ME, ON HIGH, FLAT, OPEN GROUND, AND ABOUT 25 FEET
 PD0782'INSHORE FROM THE TOP OF THE HIGH, STEEP BANK.
 PD0782'
 PD0782'STATION MARK IS A STANDARD RANGE MARK.
 PD0782
 PD0782                          STATION RECOVERY (1946)
 PD0782
 PD0782'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (NWS)
 PD0782'STATION IS THE FRONT RANGE MARK, RANGING INTERNATIONAL BOUNDARY
 PD0782'COURSE 8-9, AND IS LOCATED ON THE W SIDE OF BUCKMAN HEAD ON
 PD0782'MOOSE ISLAND IN PASSAMAQUODDY BAY.  THE STATION IS IN THE
 PD0782'SOUTHERN EDGE OF EASTPORT, MAINE, ON HIGH, FLAT, OPEN GROUND,
 PD0782'AND ABOUT 25 FEET INSHORE FROM THE TOP OF THE HIGH, STEEP BANK.
 PD0782'
 PD0782'STATION MARK IS A STANDARD RANGE MARK.
 PD0782
 PD0782                          STATION RECOVERY (1972)
 PD0782
 PD0782'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 PD0782'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0781 ***********************************************************************
 PD0781  DESIGNATION -  RANGE MARK 30 IBC 1919
 PD0781  PID         -  PD0781
 PD0781  STATE/COUNTY-  ME/WASHINGTON
 PD0781  USGS QUAD   -  EASTPORT (1977)
 PD0781
 PD0781                         *CURRENT SURVEY CONTROL
 PD0781  ___________________________________________________________________
 PD0781* NAD 83(1996)-  44 53 52.69005(N)    066 59 18.85037(W)     ADJUSTED  
 PD0781* NAVD 88     -                                                        
 PD0781  ___________________________________________________________________
 PD0781  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 PD0781  GEOID HEIGHT-         -22.44  (meters)                     GEOID03
 PD0781
 PD0781  HORZ ORDER  -  THIRD
 PD0781
 PD0781.The horizontal coordinates were established by classical geodetic methods
 PD0781.and adjusted by the National Geodetic Survey in March 1998..
 PD0781
 PD0781
 PD0781.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0781
 PD0781.The geoid height was determined by GEOID03.
 PD0781
 PD0781;                    North         East     Units Scale Factor Converg.
 PD0781;SPC ME E     -   137,917.386   419,370.955   MT  1.00007517   +1 04 01.1
 PD0781;UTM  19      - 4,973,584.260   658,812.759   MT  0.99991014   +1 25 12.2
 PD0781
 PD0781                          SUPERSEDED SURVEY CONTROL
 PD0781
 PD0781  NAD 83(1992)-  44 53 52.67945(N)    066 59 18.85203(W) AD(       ) 4
 PD0781  NAD 83(1986)-  44 53 52.67634(N)    066 59 18.85349(W) AD(       ) 4
 PD0781  NAD 27      -  44 53 52.38500(N)    066 59 20.93400(W) AD(       ) 3
 PD0781
 PD0781.Superseded values are not recommended for survey control.
 PD0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0781.See file dsdata.txt to determine how the superseded data were derived.
 PD0781
 PD0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5881373584(NAD 83)
 PD0781_MARKER: 15 = RANGE MARKER
 PD0781_SETTING: 0 = UNSPECIFIED SETTING
 PD0781
 PD0781  HISTORY     - Date     Condition        Report By
 PD0781  HISTORY     - 1919     FIRST OBSERVED   IBC
 PD0781  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0781  HISTORY     - 1972     GOOD             IBC
 PD0781
 PD0781                          STATION DESCRIPTION
 PD0781
 PD0781'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1919 (JH)
 PD0781'STATION IS THE BACK RANGE MARK, RANGING INTERNATIONAL BOUNDARY
 PD0781'COURSE 8 - 9, AND IS LOCATED NW OF BUCKMAN HEAD ON MOOSE ISLAND
 PD0781'IS PASSAMAQUODDY, ON HIGH, OPEN FLAT GROUND IN THE SOUTHERN EDGE OF
 PD0781'EASTPORT, ME.  THE STATION IS ON SOLID ROCK AND ABOUT 430 FEET N OF
 PD0781'RANGE MARK 29.
 PD0781'
 PD0781'STATION IS MARKED BY A STANDARD RANGE MARK.
 PD0781
 PD0781                          STATION RECOVERY (1946)
 PD0781
 PD0781'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (NWS)
 PD0781'STATION IS THE BACK RANGE MARK, RANGING INTERNATIONAL BOUNDARY
 PD0781'COURSE 8-9, AND IS LOCATED NW OF BUCKMAN HEAD ON MOOSE ISLAND
 PD0781'IN PASSAMAQUODDY, ON HIGH, OPEN FLAT GROUND IN THE SOUTHERN EDGE
 PD0781'OF EASTPORT, MAINE.  THE STATION IS ON SOLID ROCK AND ABOUT 430
 PD0781'FEET N OF RANGE MARK 29.
 PD0781'
 PD0781'STATION IS MARKED BY A STANDARD RANGE MARK.
 PD0781
 PD0781                          STATION RECOVERY (1972)
 PD0781
 PD0781'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 PD0781'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0777 ***********************************************************************
 PD0777  DESIGNATION -  RANGE MARK 31 IBC 1919
 PD0777  PID         -  PD0777
 PD0777  STATE/COUNTY-  ME/WASHINGTON
 PD0777  USGS QUAD   -  EASTPORT (1977)
 PD0777
 PD0777                         *CURRENT SURVEY CONTROL
 PD0777  ___________________________________________________________________
 PD0777* NAD 83(1996)-  44 52 32.34848(N)    066 59 24.58639(W)     ADJUSTED  
 PD0777* NAVD 88     -                                                        
 PD0777  ___________________________________________________________________
 PD0777  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 PD0777  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 PD0777
 PD0777  HORZ ORDER  -  THIRD
 PD0777
 PD0777.The horizontal coordinates were established by classical geodetic methods
 PD0777.and adjusted by the National Geodetic Survey in March 1998..
 PD0777
 PD0777
 PD0777.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0777
 PD0777.The geoid height was determined by GEOID03.
 PD0777
 PD0777;                    North         East     Units Scale Factor Converg.
 PD0777;SPC ME E     -   135,435.197   419,291.242   MT  1.00007493   +1 03 55.5
 PD0777;UTM  19      - 4,971,102.037   658,748.352   MT  0.99990989   +1 25 06.2
 PD0777
 PD0777|---------------------------------------------------------------------|
 PD0777| PID    Reference Object                     Distance      Geod. Az  |
 PD0777|                                                           dddmmss.s |
 PD0777| PD0779 SCULPIN IBC                          43.511 METERS 06723     |
 PD0777| PD0717 DUDLEY IBC 1919                     408.429 METERS 2000328.6 |
 PD0777| PD0759 RANGE MARK 32 IBC 1919              252.029 METERS 33603     |
 PD0777|---------------------------------------------------------------------|
 PD0777
 PD0777                          SUPERSEDED SURVEY CONTROL
 PD0777
 PD0777  NAD 83(1992)-  44 52 32.33802(N)    066 59 24.58862(W) AD(       ) 3
 PD0777  NAD 83(1986)-  44 52 32.33299(N)    066 59 24.59076(W) AD(       ) 3
 PD0777  NAD 27      -  44 52 32.04600(N)    066 59 26.67700(W) AD(       ) 3
 PD0777
 PD0777.Superseded values are not recommended for survey control.
 PD0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0777.See file dsdata.txt to determine how the superseded data were derived.
 PD0777
 PD0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5874871102(NAD 83)
 PD0777_MARKER: 15 = RANGE MARKER
 PD0777_SETTING: 0 = UNSPECIFIED SETTING
 PD0777
 PD0777  HISTORY     - Date     Condition        Report By
 PD0777  HISTORY     - 1919     FIRST OBSERVED   IBC
 PD0777  HISTORY     - 1936     SEE DESCRIPTION  USE
 PD0777  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0777  HISTORY     - 1972     GOOD             IBC
 PD0777  HISTORY     - 1976     GOOD             IBC
 PD0777
 PD0777                          STATION DESCRIPTION
 PD0777
 PD0777'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1919 (JH)
 PD0777'STATION IS THE FRONT RANGE MARK, RANGING INTERNATIONAL BOUNDARY
 PD0777'COURSE 9 - 10, AND IS LOCATED ON THE SW SIDE OF TREAT ISLAND IN
 PD0777'PASSAMAQUODDY BAY, A MILE N OF LUBEC, ME, ON OPEN GROUND.
 PD0777'
 PD0777'STATION MARK MARK IS A STANDARD RANGE MARK.
 PD0777
 PD0777                          STATION RECOVERY (1936)
 PD0777
 PD0777'RECOVERY NOTE BY US ENGINEERS 1936 (JGH)
 PD0777'DUE TO CONSTRUCTION, A NEW RANGE MARK OF THE STANDARD DESIGN, BUT
 PD0777'CONSIDERABLY LOWER, WAS BUILT.  THE STRUCTURE IS SLIGHTLY OFF CENTER,
 PD0777'BUT THE ORIGINAL POINT IS MARKED BY A DRILL HOLE IN THE TOP OF THE
 PD0777'RANGE MARK.  A WOODEN SUPER STRUCTURE IS ERECTED OVER THE CENTER
 PD0777'AND PRINTED WHITE.
 PD0777
 PD0777                          STATION RECOVERY (1946)
 PD0777
 PD0777'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (NWS)
 PD0777'STATION IS THE FRONT RANGE MARK, RANGING INTERNATIONAL BOUNDARY
 PD0777'COURSE 9-10, AND IS LOCATED ON THE SW SIDE OF TREAT ISLAND IN
 PD0777'PASSAMAQUODDY BAY, A MILE N OF LUBEC, MAINE, ON OPEN GROUND.
 PD0777'
 PD0777'STATION MARK IS A CONCRETE RANGE MARK, ON STANDARD PATTERN BUT
 PD0777'CONSIDERABLY LOWER.  THIS RANGE MARK REPLACED THE STANDARD RANGE
 PD0777'MARK IN 1936 AND IS OFF CENTER.  THE CENTER OF THE RANGE IS
 PD0777'MARKED BY A DRILL HOLE IN THE TOP OF THE RANGE MARK.  A WOODEN
 PD0777'SUPERSTRUCTURE IS ERECTED OVER THE CENTER AND PAINTED WHITE.
 PD0777
 PD0777                          STATION RECOVERY (1972)
 PD0777
 PD0777'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 PD0777'RECOVERED AS DESCRIBED EXCEPT THAT THE WOODEN SUPERSTRUCTURE WAS
 PD0777'DOWN.
 PD0777
 PD0777                          STATION RECOVERY (1976)
 PD0777
 PD0777'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1976 (HGD)
 PD0777'RECOVERED IN GOOD CONDITION.  A TWIN I BEAM, STEEL STRUCTURE WITH A
 PD0777'TRIANGULAR SHAPED STEEL PLATE WAS PLACED OVER THE RANGE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0759 ***********************************************************************
 PD0759  DESIGNATION -  RANGE MARK 32 IBC 1919
 PD0759  PID         -  PD0759
 PD0759  STATE/COUNTY-  ME/WASHINGTON
 PD0759  USGS QUAD   -  EASTPORT (1977)
 PD0759
 PD0759                         *CURRENT SURVEY CONTROL
 PD0759  ___________________________________________________________________
 PD0759* NAD 83(1996)-  44 52 39.80983(N)    066 59 29.24789(W)     ADJUSTED  
 PD0759* NAVD 88     -                                                        
 PD0759  ___________________________________________________________________
 PD0759  LAPLACE CORR-           2.42  (seconds)                    DEFLEC99
 PD0759  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 PD0759
 PD0759  HORZ ORDER  -  THIRD
 PD0759
 PD0759.The horizontal coordinates were established by classical geodetic methods
 PD0759.and adjusted by the National Geodetic Survey in March 1998..
 PD0759
 PD0759
 PD0759.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0759
 PD0759.The geoid height was determined by GEOID03.
 PD0759
 PD0759;                    North         East     Units Scale Factor Converg.
 PD0759;SPC ME E     -   135,663.599   419,184.656   MT  1.00007462   +1 03 52.4
 PD0759;UTM  19      - 4,971,329.740   658,640.380   MT  0.99990947   +1 25 03.1
 PD0759
 PD0759|---------------------------------------------------------------------|
 PD0759| PID    Reference Object                     Distance      Geod. Az  |
 PD0759|                                                           dddmmss.s |
 PD0759| PD0777 RANGE MARK 31 IBC 1919              252.029 METERS 15603     |
 PD0759| PD0700 LUBEC CHURCH SPIRE                  APPROX. 1.9 KM 1705022.3 |
 PD0759| PD0717 DUDLEY IBC 1919                     APPROX. 0.6 KM 1833108.1 |
 PD0759| PD0765 GULL IBC 1919                       348.604 METERS 25812     |
 PD0759|---------------------------------------------------------------------|
 PD0759
 PD0759                          SUPERSEDED SURVEY CONTROL
 PD0759
 PD0759  NAD 83(1992)-  44 52 39.79938(N)    066 59 29.25007(W) AD(       ) 3
 PD0759  NAD 83(1986)-  44 52 39.79456(N)    066 59 29.25221(W) AD(       ) 3
 PD0759  NAD 27      -  44 52 39.50700(N)    066 59 31.33700(W) AD(       ) 3
 PD0759
 PD0759.Superseded values are not recommended for survey control.
 PD0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0759.See file dsdata.txt to determine how the superseded data were derived.
 PD0759
 PD0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5864071330(NAD 83)
 PD0759_MARKER: 15 = RANGE MARKER
 PD0759_SETTING: 0 = UNSPECIFIED SETTING
 PD0759
 PD0759  HISTORY     - Date     Condition        Report By
 PD0759  HISTORY     - 1919     FIRST OBSERVED   IBC
 PD0759  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0759  HISTORY     - 1972     GOOD             IBC
 PD0759
 PD0759                          STATION DESCRIPTION
 PD0759
 PD0759'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1919 (JH)
 PD0759'STATION IS THE BACK RANGE MARK, RANGING INTERNATIONAL BOUNDARY COURSE
 PD0759'9 - 10, AND IS LOCATED ON THE W SIDE OF TREAT ISLAND IS PASSAMAQUODDY
 PD0759'BAY, A MILE N OF LUBEC, ME.  THE STATION IS ON A HIGH ROCK BLUFF NEAR
 PD0759'THE SHORE.
 PD0759'
 PD0759'STATION MARK IS A STANDARD RANGE MARK.
 PD0759
 PD0759                          STATION RECOVERY (1946)
 PD0759
 PD0759'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (NWS)
 PD0759'STATION IS THE BACK RANGE MARK, RANGING INTERNATIONAL BOUNDARY
 PD0759'COURSE 9-10, AND IS LOCATED ON THE W SIDE OF TREAT ISLAND IN
 PD0759'PASSAMAQUODDY BAY, A MILE N OF LUBEC, MAINE.  THE STATION IS ON A
 PD0759'HIGH ROCK BLUFF NEAR THE SHORE.
 PD0759'
 PD0759'STATION MARK IS A STANDARD RANGE MARK.
 PD0759
 PD0759                          STATION RECOVERY (1972)
 PD0759
 PD0759'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 PD0759'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0743 ***********************************************************************
 PD0743  DESIGNATION -  RANGE MARK 33 IBC
 PD0743  PID         -  PD0743
 PD0743  STATE/COUNTY-  ME/WASHINGTON
 PD0743  USGS QUAD   -  LUBEC (1977)
 PD0743
 PD0743                         *CURRENT SURVEY CONTROL
 PD0743  ___________________________________________________________________
 PD0743* NAD 83(1996)-  44 51 37.40248(N)    066 58 42.44989(W)     ADJUSTED  
 PD0743* NAVD 88     -                                                        
 PD0743  ___________________________________________________________________
 PD0743  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 PD0743  GEOID HEIGHT-         -22.37  (meters)                     GEOID03
 PD0743
 PD0743  HORZ ORDER  -  THIRD
 PD0743
 PD0743.The horizontal coordinates were established by classical geodetic methods
 PD0743.and adjusted by the National Geodetic Survey in March 1998..
 PD0743
 PD0743
 PD0743.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0743
 PD0743.The geoid height was determined by GEOID03.
 PD0743
 PD0743;                    North         East     Units Scale Factor Converg.
 PD0743;SPC ME E     -   133,756.487   420,247.795   MT  1.00007775   +1 04 24.2
 PD0743;UTM  19      - 4,969,429.526   659,715.069   MT  0.99991368   +1 25 34.5
 PD0743
 PD0743                          SUPERSEDED SURVEY CONTROL
 PD0743
 PD0743  NAD 83(1992)-  44 51 37.39216(N)    066 58 42.45279(W) AD(       ) 3
 PD0743  NAD 83(1986)-  44 51 37.38380(N)    066 58 42.45336(W) AD(       ) 3
 PD0743  NAD 27      -  44 51 37.09700(N)    066 58 44.54500(W) AD(       ) 3
 PD0743
 PD0743.Superseded values are not recommended for survey control.
 PD0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0743.See file dsdata.txt to determine how the superseded data were derived.
 PD0743
 PD0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5971569430(NAD 83)
 PD0743_MARKER: B = BOLT
 PD0743_SETTING: 0 = UNSPECIFIED SETTING
 PD0743_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0743_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PD0743
 PD0743  HISTORY     - Date     Condition        Report By
 PD0743  HISTORY     - 1919     MONUMENTED       IBC
 PD0743  HISTORY     - 1972     GOOD             IBC
 PD0743  HISTORY     - 1985     POOR             NOS
 PD0743
 PD0743                          STATION DESCRIPTION
 PD0743
 PD0743'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1919 (JH)
 PD0743'STATION IS THE FRONT RANGE MARK, CROSS RANGING IN INTERNATIONAL
 PD0743'BOUNDARY TURNING POINT NO 9, AND IS LOCATED ON CHARLEYS POINT, ON
 PD0743'THE W SIDE OF CAMPOBELLO ISLAND, DIRECTLY ACROSS LUBEC NARROWS FROM
 PD0743'LUBEC, ME.  THE STATION IS ON THE BLUFF, 7.6 METERS E OF---CHARLEY---,
 PD0743'ON PROPERTY OF HENRY MULHOLLAND.  TOP OF MARK LEANS S A FEW INCHES.
 PD0743'
 PD0743'STATION MARK IS A STANDARD RANGE MARK.
 PD0743
 PD0743                          STATION RECOVERY (1972)
 PD0743
 PD0743'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 PD0743'RECOVERED IN GOOD CONDITION.
 PD0743
 PD0743                          STATION RECOVERY (1985)
 PD0743
 PD0743'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1985 (WVH)
 PD0743'THE STATION WAS RECOVERED AT THIS DATE.
 PD0743'THE CONCRETE PYLON APPEARS TO BE LEANING ABOUT ONE FOOT AT THE TOP
 PD0743'AND STATION  CHARLEY  IS DESTROYED BY EROSION.
 PD0743'
 PD0743'DESCRIBED BY G.E.L.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0752 ***********************************************************************
 PD0752  DESIGNATION -  RANGE MARK 34 1976 IBC
 PD0752  PID         -  PD0752
 PD0752  STATE/COUNTY-  ME/WASHINGTON
 PD0752  USGS QUAD   -  LUBEC (1977)
 PD0752
 PD0752                         *CURRENT SURVEY CONTROL
 PD0752  ___________________________________________________________________
 PD0752* NAD 83(1996)-  44 51 37.06550(N)    066 58 35.20553(W)     ADJUSTED  
 PD0752* NAVD 88     -                                                        
 PD0752  ___________________________________________________________________
 PD0752  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 PD0752  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 PD0752
 PD0752  HORZ ORDER  -  THIRD
 PD0752
 PD0752.The horizontal coordinates were established by classical geodetic methods
 PD0752.and adjusted by the National Geodetic Survey in March 1998..
 PD0752
 PD0752
 PD0752.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0752
 PD0752.The geoid height was determined by GEOID03.
 PD0752
 PD0752;                    North         East     Units Scale Factor Converg.
 PD0752;SPC ME E     -   133,749.068   420,407.025   MT  1.00007822   +1 04 29.3
 PD0752;UTM  19      - 4,969,423.088   659,874.315   MT  0.99991431   +1 25 39.6
 PD0752
 PD0752                          SUPERSEDED SURVEY CONTROL
 PD0752
 PD0752  NAD 83(1992)-  44 51 37.05515(N)    066 58 35.20849(W) AD(       ) 3
 PD0752  NAD 83(1986)-  44 51 37.04676(N)    066 58 35.20840(W) AD(       ) 3
 PD0752  NAD 27      -  44 51 36.76000(N)    066 58 37.30400(W) AD(       ) 3
 PD0752
 PD0752.Superseded values are not recommended for survey control.
 PD0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0752.See file dsdata.txt to determine how the superseded data were derived.
 PD0752
 PD0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5987469423(NAD 83)
 PD0752_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PD0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PD0752_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PD0752_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0752+STABILITY: SURFACE MOTION
 PD0752
 PD0752  HISTORY     - Date     Condition        Report By
 PD0752  HISTORY     - 1976     MONUMENTED       IBC
 PD0752  HISTORY     - 1985     GOOD             NOS
 PD0752
 PD0752                          STATION DESCRIPTION
 PD0752
 PD0752'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1976 (CRM)
 PD0752'THE RANGE MARK IS LOCATED ON CHARLEYS POINT, ON THE WEST SIDE OF
 PD0752'CAMPOBELLO ISLAND, AND JUST SOUTH OF THE CANADIAN CUSTOMS BUILDING.
 PD0752'
 PD0752'A BRONZE DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 PD0752'12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND MARKS THE POINT.  A
 PD0752'TWIN I - BEAM, STEEL STRUCTURE WITH A TRIANGULAR - SHAPED STEEL
 PD0752'PLATE WAS PLACED OVER THE DISK.
 PD0752
 PD0752                          STATION RECOVERY (1985)
 PD0752
 PD0752'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1985 (WVH)
 PD0752'THE STATION WAS RECOVERED AT THIS DATE.
 PD0752'DESCRIPTION IS ADEQUATE.
 PD0752'
 PD0752'DESCRIBED BY G.E.L.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0741 ***********************************************************************
 PD0741  DESIGNATION -  RANGE MARK 35 IBC
 PD0741  PID         -  PD0741
 PD0741  STATE/COUNTY-  ME/WASHINGTON
 PD0741  USGS QUAD   -  LUBEC (1977)
 PD0741
 PD0741                         *CURRENT SURVEY CONTROL
 PD0741  ___________________________________________________________________
 PD0741* NAD 83(1996)-  44 51 36.70727(N)    066 58 28.82244(W)     ADJUSTED  
 PD0741* NAVD 88     -                                                        
 PD0741  ___________________________________________________________________
 PD0741  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 PD0741  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 PD0741
 PD0741  HORZ ORDER  -  THIRD
 PD0741
 PD0741.The horizontal coordinates were established by classical geodetic methods
 PD0741.and adjusted by the National Geodetic Survey in March 1998..
 PD0741
 PD0741
 PD0741.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0741
 PD0741.The geoid height was determined by GEOID03.
 PD0741
 PD0741;                    North         East     Units Scale Factor Converg.
 PD0741;SPC ME E     -   133,740.641   420,547.360   MT  1.00007864   +1 04 33.8
 PD0741;UTM  19      - 4,969,415.527   660,014.676   MT  0.99991486   +1 25 44.1
 PD0741
 PD0741|---------------------------------------------------------------------|
 PD0741| PID    Reference Object                     Distance      Geod. Az  |
 PD0741|                                                           dddmmss.s |
 PD0741| PD0739 RANGE MARK 36 IBC                   143.632 METERS 00023     |
 PD0741| PD0751 RANGE MARK 34 IBC                   136.600 METERS 27432     |
 PD0741| PD0720 LUBEC NARROWS MULHOLLAND PT LT      APPROX. 0.5 KM 3093350.7 |
 PD0741|---------------------------------------------------------------------|
 PD0741
 PD0741                          SUPERSEDED SURVEY CONTROL
 PD0741
 PD0741  NAD 83(1992)-  44 51 36.69689(N)    066 58 28.82547(W) AD(       ) 3
 PD0741  NAD 83(1986)-  44 51 36.68847(N)    066 58 28.82487(W) AD(       ) 3
 PD0741  NAD 27      -  44 51 36.40200(N)    066 58 30.92300(W) AD(       ) 3
 PD0741
 PD0741.Superseded values are not recommended for survey control.
 PD0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0741.See file dsdata.txt to determine how the superseded data were derived.
 PD0741
 PD0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK6001569416(NAD 83)
 PD0741_MARKER: B = BOLT
 PD0741_SETTING: 0 = UNSPECIFIED SETTING
 PD0741_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0741_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PD0741
 PD0741  HISTORY     - Date     Condition        Report By
 PD0741  HISTORY     - 1919     MONUMENTED       IBC
 PD0741  HISTORY     - 1972     GOOD             IBC
 PD0741  HISTORY     - 1985     POOR             NOS
 PD0741
 PD0741                          STATION DESCRIPTION
 PD0741
 PD0741'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1919 (JH)
 PD0741'STATION IS THE FRONT RANGE MARK, RANGING INTERNATIONAL BOUNDARY
 PD0741'COURSE 10 - 11, AND IS LOCATED ON W SIDE OF CAMPOBELLO ISLAND, NB,
 PD0741'ABOUT 300 METERS EASTWARD OF CHARLEYS POINT, ACROSS LUBEC NARROWS
 PD0741'FROM LUBEC, ME.  THE STATION IS ON PROPERTY OF HENRY MULHOLLAND, ABOUT
 PD0741'25 METERS N OF THE HIGH BANK.
 PD0741'
 PD0741'STATION MARK IS A STANDARD RANGE MARK.
 PD0741
 PD0741                          STATION RECOVERY (1972)
 PD0741
 PD0741'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 PD0741'RECOVERED IN GOOD CONDITION.
 PD0741
 PD0741                          STATION RECOVERY (1985)
 PD0741
 PD0741'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1985 (WVH)
 PD0741'THE STATION WAS RECOVERED AT THIS DATE.
 PD0741'THE STATION IS LEANING TOWARD THE WATER SEVERAL INCHES AND WATER IS
 PD0741'UNDER THE BASE ON THE SEAWARD SIDE.
 PD0741'
 PD0741'DESCRIBED BY G.E.L.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0692 ***********************************************************************
 PD0692  DESIGNATION -  RANGE MARK 41 IBC 1919
 PD0692  PID         -  PD0692
 PD0692  STATE/COUNTY-  ME/WASHINGTON
 PD0692  USGS QUAD   -  LUBEC (1977)
 PD0692
 PD0692                         *CURRENT SURVEY CONTROL
 PD0692  ___________________________________________________________________
 PD0692* NAD 83(1996)-  44 49 08.29323(N)    066 57 28.32934(W)     ADJUSTED  
 PD0692* NAVD 88     -                                                        
 PD0692  ___________________________________________________________________
 PD0692  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 PD0692  GEOID HEIGHT-         -22.31  (meters)                     GEOID03
 PD0692
 PD0692  HORZ ORDER  -  THIRD
 PD0692
 PD0692.The horizontal coordinates were established by classical geodetic methods
 PD0692.and adjusted by the National Geodetic Survey in March 1998..
 PD0692
 PD0692
 PD0692.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0692
 PD0692.The geoid height was determined by GEOID03.
 PD0692
 PD0692;                    North         East     Units Scale Factor Converg.
 PD0692;SPC ME E     -   129,184.766   421,962.323   MT  1.00008286   +1 05 13.7
 PD0692;UTM  19      - 4,964,869.191   661,457.425   MT  0.99992057   +1 26 23.1
 PD0692
 PD0692|---------------------------------------------------------------------|
 PD0692| PID    Reference Object                     Distance      Geod. Az  |
 PD0692|                                                           dddmmss.s |
 PD0692| PD0693 RANGE MARK 42 IBC 1919              131.530 METERS 15155     |
 PD0692| PD0691 LARRABEE IBC 1913                   194.254 METERS 28919     |
 PD0692| PD0709 LUBEC CHANNEL LH FINIAL             APPROX. 3.0 KM 3294846.6 |
 PD0692|---------------------------------------------------------------------|
 PD0692
 PD0692                          SUPERSEDED SURVEY CONTROL
 PD0692
 PD0692  NAD 83(1992)-  44 49 08.28427(N)    066 57 28.33392(W) AD(       ) 3
 PD0692  NAD 83(1986)-  44 49 08.28158(N)    066 57 28.33469(W) AD(       ) 3
 PD0692  NAD 27      -  44 49 07.99500(N)    066 57 30.42300(W) AD(       ) 3
 PD0692
 PD0692.Superseded values are not recommended for survey control.
 PD0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0692.See file dsdata.txt to determine how the superseded data were derived.
 PD0692
 PD0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK6145764869(NAD 83)
 PD0692_MARKER: B = BOLT
 PD0692_SETTING: 0 = UNSPECIFIED SETTING
 PD0692_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0692_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PD0692
 PD0692  HISTORY     - Date     Condition        Report By
 PD0692  HISTORY     - 1919     MONUMENTED       IBC
 PD0692  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0692  HISTORY     - 1972     POOR             IBC
 PD0692  HISTORY     - 1985     POOR             NOS
 PD0692
 PD0692                          STATION DESCRIPTION
 PD0692
 PD0692'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1919 (JH)
 PD0692'STATION IS THE FRONT RANGE MARK, RANGING INTERNATIONAL BOUNDARY
 PD0692'COURSE 11 - 12, LOCATED ON THE N SIDE OF WEST QUODDY HEAD, NEAR THE
 PD0692'SHORE, AND ABOUT 190 METERS E OF---LARRABEE---.  THE STATION IS JUST
 PD0692'INSIDE THE LINE OF BRUSH.  THE STATION IS NEAR THE HEAD OF THE MOST
 PD0692'EASTERLY COVE ON THE N SIDE OF THE HEAD, AND IS ABOUT 1/2 MILE NW OF
 PD0692'WEST QUODDY HEAD LIGHT.
 PD0692'
 PD0692'STATION MARK IS A STANDARD RANGE MARK.
 PD0692
 PD0692                          STATION RECOVERY (1946)
 PD0692
 PD0692'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (NWS)
 PD0692'STATION IS THE FRONT RANGE MARK, RANGING INTERNATIONAL
 PD0692'BOUNDARY COURSE 11-12, LOCATED ON THE N SIDE OF WEST QUODDY
 PD0692'HEAD, NEAR THE SHORE, AND ABOUT 190 METERS E OF LARRABEE.  THE
 PD0692'STATION IS JUST INSIDE THE LINE OF BRUSH AND SOME CUTTING WAS
 PD0692'NECESSARY TO OPEN THE RANGE IN 1946.  THE STATION IS NEAR THE
 PD0692'HEAD OF THE MOST EASTERLY COVE ON THE N SIDE OF THE HEAD, AND
 PD0692'IS ABOUT 1/2 MILE NW OF WEST QUODDY HEAD LIGHT.
 PD0692'
 PD0692'STATION MARK IS A STANDARD RANGE MARK.
 PD0692
 PD0692                          STATION RECOVERY (1972)
 PD0692
 PD0692'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 PD0692'RECOVERED IN GOOD CONDITION, BUT TILTED TO THE EAST.
 PD0692
 PD0692                          STATION RECOVERY (1985)
 PD0692
 PD0692'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1985 (WVH)
 PD0692'THE STATION WAS RECOVERED AT THIS DATE.
 PD0692'THE PYLON (AND STATION BOLT) ARE TILTED TOWARD WATER ABOUT ONE FOOT.
 PD0692'
 PD0692'DESCRIBED BY G.E.L.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0693 ***********************************************************************
 PD0693  DESIGNATION -  RANGE MARK 42 IBC 1919
 PD0693  PID         -  PD0693
 PD0693  STATE/COUNTY-  ME/WASHINGTON
 PD0693  USGS QUAD   -  LUBEC (1977)
 PD0693
 PD0693                         *CURRENT SURVEY CONTROL
 PD0693  ___________________________________________________________________
 PD0693* NAD 83(1996)-  44 49 04.53375(N)    066 57 25.51171(W)     ADJUSTED  
 PD0693* NAVD 88     -                                                        
 PD0693  ___________________________________________________________________
 PD0693  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 PD0693  GEOID HEIGHT-         -22.31  (meters)                     GEOID03
 PD0693
 PD0693  HORZ ORDER  -  THIRD
 PD0693
 PD0693.The horizontal coordinates were established by classical geodetic methods
 PD0693.and adjusted by the National Geodetic Survey in March 1998..
 PD0693
 PD0693
 PD0693.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0693
 PD0693.The geoid height was determined by GEOID03.
 PD0693
 PD0693;                    North         East     Units Scale Factor Converg.
 PD0693;SPC ME E     -   129,069.901   422,026.426   MT  1.00008305   +1 05 15.6
 PD0693;UTM  19      - 4,964,754.741   661,522.223   MT  0.99992082   +1 26 25.0
 PD0693
 PD0693                          SUPERSEDED SURVEY CONTROL
 PD0693
 PD0693  NAD 83(1992)-  44 49 04.52485(N)    066 57 25.51634(W) AD(       ) 3
 PD0693  NAD 83(1986)-  44 49 04.52219(N)    066 57 25.51705(W) AD(       ) 3
 PD0693  NAD 27      -  44 49 04.23600(N)    066 57 27.60500(W) AD(       ) 3
 PD0693
 PD0693.Superseded values are not recommended for survey control.
 PD0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0693.See file dsdata.txt to determine how the superseded data were derived.
 PD0693
 PD0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK6152264755(NAD 83)
 PD0693_MARKER: 15 = RANGE MARKER
 PD0693_SETTING: 0 = UNSPECIFIED SETTING
 PD0693
 PD0693  HISTORY     - Date     Condition        Report By
 PD0693  HISTORY     - 1919     FIRST OBSERVED   IBC
 PD0693  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0693  HISTORY     - 1972     GOOD             IBC
 PD0693
 PD0693                          STATION DESCRIPTION
 PD0693
 PD0693'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1919 (JH)
 PD0693'STATION IS THE BACK RANGE MARK, RANGING INTERNATIONAL BOUNDARY
 PD0693'COURSE 11 - 12, AND IS LOCATED ON THE SIDE HILL ON THE N SIDE OF WEST
 PD0693'QUODDY HEAD ABOUT A 1/2 MILE NW OF WEST QUODDY HEAD LIGHT.  THE
 PD0693'STATION IS ABOUT 130 METERS SSE, INSHORE AND UPHILL FROM RANGE MARK
 PD0693'41, AND ABOUT 100 METERS DOWNHILL AND N FROM THE ROAD.  STATION IS IN
 PD0693'DENSE TIMBER.
 PD0693'
 PD0693'STATION MARK IS A STANDARD RANGE MARK.
 PD0693
 PD0693                          STATION RECOVERY (1946)
 PD0693
 PD0693'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (NWS)
 PD0693'STATION IS THE BACK RANGE MARK, RANGING INTERNATIONAL BOUNDARY
 PD0693'COURSE 11-12, AND IS LOCATED ON THE SIDE HILL ON THE N SIDE
 PD0693'OF WEST QUODDY HEAD ABOUT A HALF MILE NW OF WEST QUODDY HEAD
 PD0693'LIGHT.  THE STATION IS ABOUT 130 METERS SSE, INSHORE AND UPHILL
 PD0693'FROM RANGE MARK 41, AND ABOUT 100 METERS DOWNHILL AND N FROM
 PD0693'THE ROAD.  STATION IS IN DENSE TIMBER AND CONSIDERABLE CUTTING
 PD0693'WAS REQUIRED TO OPEN THE RANGE IN 1946.
 PD0693'
 PD0693'STATION MARK IS A STANDARD RANGE MARK.
 PD0693
 PD0693                          STATION RECOVERY (1972)
 PD0693
 PD0693'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 PD0693'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0695 ***********************************************************************
 PD0695  DESIGNATION -  RANGE MARK 43 IBC 1919
 PD0695  PID         -  PD0695
 PD0695  STATE/COUNTY-  ME/WASHINGTON
 PD0695  USGS QUAD   -  LUBEC (1977)
 PD0695
 PD0695                         *CURRENT SURVEY CONTROL
 PD0695  ___________________________________________________________________
 PD0695* NAD 83(1996)-  44 49 53.21866(N)    066 59 25.97360(W)     ADJUSTED  
 PD0695* NAVD 88     -                                                        
 PD0695  ___________________________________________________________________
 PD0695  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 PD0695  GEOID HEIGHT-         -22.33  (meters)                     GEOID03
 PD0695
 PD0695  HORZ ORDER  -  THIRD
 PD0695
 PD0695.The horizontal coordinates were established by classical geodetic methods
 PD0695.and adjusted by the National Geodetic Survey in March 1998..
 PD0695
 PD0695
 PD0695.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0695
 PD0695.The geoid height was determined by GEOID03.
 PD0695
 PD0695;                    North         East     Units Scale Factor Converg.
 PD0695;SPC ME E     -   130,522.909   419,352.082   MT  1.00007511   +1 03 51.6
 PD0695;UTM  19      - 4,966,191.027   658,839.426   MT  0.99991025   +1 25 01.2
 PD0695
 PD0695:                Primary Azimuth Mark                     Grid Az
 PD0695:SPC ME E     -  LUBEC CHANNEL LH FINIAL                  041 59 23.0
 PD0695:UTM  19      -  LUBEC CHANNEL LH FINIAL                  041 38 13.4
 PD0695
 PD0695|---------------------------------------------------------------------|
 PD0695| PID    Reference Object                     Distance      Geod. Az  |
 PD0695|                                                           dddmmss.s |
 PD0695| PD0709 LUBEC CHANNEL LH FINIAL             APPROX. 1.6 KM 0430314.6 |
 PD0695| PD0680 LIFE SAVING STA LOT 1919            APPROX. 2.8 KM 1301411.8 |
 PD0695| PD0713 RANGE MARK 44 IBC 1919              257.532 METERS 27810     |
 PD0695|---------------------------------------------------------------------|
 PD0695
 PD0695                          SUPERSEDED SURVEY CONTROL
 PD0695
 PD0695  NAD 83(1992)-  44 49 53.20950(N)    066 59 25.97789(W) AD(       ) 3
 PD0695  NAD 83(1986)-  44 49 53.20408(N)    066 59 25.97541(W) AD(       ) 3
 PD0695  NAD 27      -  44 49 52.91600(N)    066 59 28.06400(W) AD(       ) 3
 PD0695
 PD0695.Superseded values are not recommended for survey control.
 PD0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0695.See file dsdata.txt to determine how the superseded data were derived.
 PD0695
 PD0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5883966191(NAD 83)
 PD0695_MARKER: B = BOLT
 PD0695_SETTING: 0 = UNSPECIFIED SETTING
 PD0695_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0695_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PD0695
 PD0695  HISTORY     - Date     Condition        Report By
 PD0695  HISTORY     - 1919     MONUMENTED       IBC
 PD0695  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0695  HISTORY     - 1972     POOR             IBC
 PD0695  HISTORY     - 1985     GOOD             NOS
 PD0695
 PD0695                          STATION DESCRIPTION
 PD0695
 PD0695'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1919 (JH)
 PD0695'STATION IS THE FRONT RANGE MARK, RANGING INTERNATIONAL BOUNDARY
 PD0695'COURSE 12 - 13, AND IS LOCATED ON THE MAINLAND ABOUT 1 MILE SW OF
 PD0695'LUBEC CHANNEL LIGHTHOUSE IN PASSAMAQUODDY BAY.  THE STATION IS IN
 PD0695'OPEN GROUND, 0.8 MILE N OF SOUTH LUBEC, ME, ABOUT 117 METERS S OF
 PD0695'STATION MAM, NOT FAR INSIDE THE BEACH.
 PD0695'
 PD0695'STATION MARK IS A STANDARD RANGE MARK.
 PD0695
 PD0695                          STATION RECOVERY (1946)
 PD0695
 PD0695'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (NWS)
 PD0695'STATION IS THE FRONT RANGE MARK, RANGING INTERNATIONAL BOUNDARY
 PD0695'COURSE 12-13, AND IS LOCATED ON THE MAINLAND ABOUT 1 MILE SW
 PD0695'OF LUBEC CHANNEL LIGHTHOUSE IN PASSAMAQUODDY BAY.  THE STATION
 PD0695'IS IN OPEN GROUND, 0.8 MILE N OF SOUTH LUBEC, MAINE, ABOUT 117
 PD0695'METERS S OF STATION MAM, NOT FAR INSIDE THE BEACH.
 PD0695'
 PD0695'STATION MARK IS A STANDARD RANGE MARK.
 PD0695
 PD0695                          STATION RECOVERY (1972)
 PD0695
 PD0695'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 PD0695'MARK IS SOLID, BUT TILTED.
 PD0695
 PD0695                          STATION RECOVERY (1985)
 PD0695
 PD0695'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1985 (WVH)
 PD0695'THE STATION WAS RECOVERED AT THIS DATE.
 PD0695'RECOVERED IN1972 TILTING.  A NEW BASE HAS BEEN BUILT AND PYLON IS
 PD0695'PLUMB.
 PD0695'
 PD0695'DESCRIBED BY G.E.L.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0713 ***********************************************************************
 PD0713  DESIGNATION -  RANGE MARK 44 IBC 1919
 PD0713  PID         -  PD0713
 PD0713  STATE/COUNTY-  ME/WASHINGTON
 PD0713  USGS QUAD   -  LUBEC (1977)
 PD0713
 PD0713                         *CURRENT SURVEY CONTROL
 PD0713  ___________________________________________________________________
 PD0713* NAD 83(1996)-  44 49 54.40308(N)    066 59 37.57898(W)     ADJUSTED  
 PD0713* NAVD 88     -                                                        
 PD0713  ___________________________________________________________________
 PD0713  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 PD0713  GEOID HEIGHT-         -22.33  (meters)                     GEOID03
 PD0713
 PD0713  HORZ ORDER  -  THIRD
 PD0713
 PD0713.The horizontal coordinates were established by classical geodetic methods
 PD0713.and adjusted by the National Geodetic Survey in March 1998..
 PD0713
 PD0713
 PD0713.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0713
 PD0713.The geoid height was determined by GEOID03.
 PD0713
 PD0713;                    North         East     Units Scale Factor Converg.
 PD0713;SPC ME E     -   130,554.737   419,096.506   MT  1.00007436   +1 03 43.4
 PD0713;UTM  19      - 4,966,221.276   658,583.700   MT  0.99990925   +1 24 53.1
 PD0713
 PD0713:                Primary Azimuth Mark                     Grid Az
 PD0713:SPC ME E     -  LUBEC CHANNEL LH FINIAL                  048 52 01.1
 PD0713:UTM  19      -  LUBEC CHANNEL LH FINIAL                  048 30 51.4
 PD0713
 PD0713|---------------------------------------------------------------------|
 PD0713| PID    Reference Object                     Distance      Geod. Az  |
 PD0713|                                                           dddmmss.s |
 PD0713| PD0709 LUBEC CHANNEL LH FINIAL             APPROX. 1.8 KM 0495544.5 |
 PD0713| PD0695 RANGE MARK 43 IBC 1919              257.532 METERS 09810     |
 PD0713| PD0680 LIFE SAVING STA LOT 1919            APPROX. 3.0 KM 1273920.4 |
 PD0713|---------------------------------------------------------------------|
 PD0713
 PD0713                          SUPERSEDED SURVEY CONTROL
 PD0713
 PD0713  NAD 83(1992)-  44 49 54.39390(N)    066 59 37.58308(W) AD(       ) 3
 PD0713  NAD 83(1986)-  44 49 54.38839(N)    066 59 37.58060(W) AD(       ) 3
 PD0713  NAD 27      -  44 49 54.10000(N)    066 59 39.67300(W) AD(       ) 3
 PD0713
 PD0713.Superseded values are not recommended for survey control.
 PD0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0713.See file dsdata.txt to determine how the superseded data were derived.
 PD0713
 PD0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5858466221(NAD 83)
 PD0713_MARKER: 15 = RANGE MARKER
 PD0713_SETTING: 0 = UNSPECIFIED SETTING
 PD0713
 PD0713  HISTORY     - Date     Condition        Report By
 PD0713  HISTORY     - 1919     FIRST OBSERVED   IBC
 PD0713  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0713  HISTORY     - 1972     GOOD             IBC
 PD0713
 PD0713                          STATION DESCRIPTION
 PD0713
 PD0713'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1919 (JH)
 PD0713'STATION IS THE BACK RANGE MARK, RANGING INTERNATIONAL BOUNDARY
 PD0713'CORUSE 12 - 13, AND IS LOCATED ON THE MAINLAND 0.8 MILE N OF SOUTH
 PD0713'LUBEC, ME, ABOUT 257 METERS W OF RANGE MARK 43, AND ABOUT 100 METERS
 PD0713'W OF THE ROAD LEADING S ALONG THE BAY FROM LUBEC TO QUODDY HEAD.
 PD0713'
 PD0713'STATION MARK IS A STANDARD RANGE MARK.
 PD0713
 PD0713                          STATION RECOVERY (1946)
 PD0713
 PD0713'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (NWS)
 PD0713'STATION IS THE BACK RANGE MARK, RANGING INTERNATIONAL
 PD0713'BOUNDARY COURSE 12-13, AND IS LOCATED ON THE MAINLAND 0.8
 PD0713'MILE N OF SOUTH LUBEC, MAINE, ABOUT 257 METERS W OF RANGE MARK
 PD0713'43, AND ABOUT 100 METERS W OF THE ROAD LEADING S ALONG THE
 PD0713'BAY FROM LUBEC TO QUODDY HEAD.
 PD0713'
 PD0713'STATION MARK IS A STANDARD RANGE MARK.
 PD0713
 PD0713                          STATION RECOVERY (1972)
 PD0713
 PD0713'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 PD0713'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0854 ***********************************************************************
 PD0854  DESIGNATION -  RANGE MARK 5 IBC 1919
 PD0854  PID         -  PD0854
 PD0854  STATE/COUNTY-  ME/WASHINGTON
 PD0854  USGS QUAD   -  EASTPORT (1977)
 PD0854
 PD0854                         *CURRENT SURVEY CONTROL
 PD0854  ___________________________________________________________________
 PD0854* NAD 83(1996)-  44 56 12.39864(N)    067 01 08.39846(W)     ADJUSTED  
 PD0854* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 PD0854  ___________________________________________________________________
 PD0854  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 PD0854  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 PD0854
 PD0854  HORZ ORDER  -  THIRD
 PD0854
 PD0854.The horizontal coordinates were established by classical geodetic methods
 PD0854.and adjusted by the National Geodetic Survey in March 1998..
 PD0854
 PD0854.The orthometric height was scaled from a topographic map.
 PD0854
 PD0854.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0854
 PD0854.The geoid height was determined by GEOID03.
 PD0854
 PD0854;                    North         East     Units Scale Factor Converg.
 PD0854;SPC ME E     -   142,185.384   416,888.903   MT  1.00006796   +1 02 46.3
 PD0854;UTM  19      - 4,977,836.170   656,304.861   MT  0.99990042   +1 23 58.3
 PD0854
 PD0854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0854!SPC ME E     -   1.00000356  x   1.00006796  =   1.00007153
 PD0854!UTM  19      -   1.00000356  x   0.99990042  =   0.99990398
 PD0854
 PD0854:                Primary Azimuth Mark                     Grid Az
 PD0854:SPC ME E     -  PLEASANT POINT IBC 1913                  319 38 35.0
 PD0854:UTM  19      -  PLEASANT POINT IBC 1913                  319 17 23.0
 PD0854
 PD0854|---------------------------------------------------------------------|
 PD0854| PID    Reference Object                     Distance      Geod. Az  |
 PD0854|                                                           dddmmss.s |
 PD0854| PD0848 PLEASANT POINT IBC 1913             APPROX. 3.2 KM 3204121.3 |
 PD0854|---------------------------------------------------------------------|
 PD0854
 PD0854                          SUPERSEDED SURVEY CONTROL
 PD0854
 PD0854  NAD 83(1992)-  44 56 12.38797(N)    067 01 08.39927(W) AD(       ) 3
 PD0854  NAD 83(1986)-  44 56 12.38504(N)    067 01 08.40090(W) AD(       ) 3
 PD0854  NAD 27      -  44 56 12.09600(N)    067 01 10.47000(W) AD(       ) 3
 PD0854
 PD0854.Superseded values are not recommended for survey control.
 PD0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0854.See file dsdata.txt to determine how the superseded data were derived.
 PD0854
 PD0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5630577836(NAD 83)
 PD0854_MARKER: 15 = RANGE MARKER
 PD0854_SETTING: 0 = UNSPECIFIED SETTING
 PD0854
 PD0854  HISTORY     - Date     Condition        Report By
 PD0854  HISTORY     - 1919     FIRST OBSERVED   IBC
 PD0854  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0854  HISTORY     - 1972     GOOD             IBC
 PD0854
 PD0854                          STATION DESCRIPTION
 PD0854
 PD0854'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1919 (JH)
 PD0854'STATION IS THE FRONT RANGE MARK, CROSS RANGING INTERNATIONAL BOUNDARY
 PD0854'TURNING POINT 3, AND IS LOCATED ON MOOSE ISLAND IN PASSAMAQUODDY BAY,
 PD0854'ABOUT 1/2 MILE NW OF KENDALL HEAD.  THE STATION IS NEAR THE SHORE ON
 PD0854'PROPERTY OF DUGAL ANDERSON.  SOME CUTTING DONE TO OPEN THE LINE FROM
 PD0854'THE RANGE MARK TO THE BAY.
 PD0854'
 PD0854'STATION MARK IS A STANDARD RANGE MARK.
 PD0854
 PD0854                          STATION RECOVERY (1946)
 PD0854
 PD0854'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (NWS)
 PD0854'STATION IS THE FRONT RANGE MARK, CROSS RANGING INTERNATIONAL
 PD0854'BOUNDARY TURNING POINT 3, AND IS LOCATED ON MOOSE ISLAND IN
 PD0854'PASSAMAQUODDY BAY, ABOUT 1/2 MILE NW OF KENDALL HEAD.  THE STATION
 PD0854'IS NEAR THE SHORE ON PROPERTY OF DUGAL ANDERSON.  SOME CUTTING
 PD0854'DONE TO OPEN THE LINE FROM THE RANGE MARK TO THE BAY.
 PD0854'
 PD0854'STATION MARK IS A STANDARD RANGE MARK.
 PD0854
 PD0854                          STATION RECOVERY (1972)
 PD0854
 PD0854'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 PD0854'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0824 ***********************************************************************
 PD0824  DESIGNATION -  RANGE MARK 6 IBC 1919
 PD0824  PID         -  PD0824
 PD0824  STATE/COUNTY-  ME/WASHINGTON
 PD0824  USGS QUAD   -  EASTPORT (1977)
 PD0824
 PD0824                         *CURRENT SURVEY CONTROL
 PD0824  ___________________________________________________________________
 PD0824* NAD 83(1996)-  44 56 07.48799(N)    067 01 13.96359(W)     ADJUSTED  
 PD0824* NAVD 88     -        26.     (meters)      85.     (feet)  SCALED    
 PD0824  ___________________________________________________________________
 PD0824  LAPLACE CORR-           2.82  (seconds)                    DEFLEC99
 PD0824  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 PD0824
 PD0824  HORZ ORDER  -  THIRD
 PD0824
 PD0824.The horizontal coordinates were established by classical geodetic methods
 PD0824.and adjusted by the National Geodetic Survey in March 1998..
 PD0824
 PD0824.The orthometric height was scaled from a topographic map.
 PD0824
 PD0824.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0824
 PD0824.The geoid height was determined by GEOID03.
 PD0824
 PD0824;                    North         East     Units Scale Factor Converg.
 PD0824;SPC ME E     -   142,031.583   416,769.659   MT  1.00006761   +1 02 42.3
 PD0824;UTM  19      - 4,977,681.661   656,186.588   MT  0.99989997   +1 23 54.2
 PD0824
 PD0824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0824!SPC ME E     -   0.99999949  x   1.00006761  =   1.00006710
 PD0824!UTM  19      -   0.99999949  x   0.99989997  =   0.99989946
 PD0824
 PD0824:                Primary Azimuth Mark                     Grid Az
 PD0824:SPC ME E     -  PLEASANT POINT IBC 1913                  323 01 10.4
 PD0824:UTM  19      -  PLEASANT POINT IBC 1913                  322 39 58.5
 PD0824
 PD0824|---------------------------------------------------------------------|
 PD0824| PID    Reference Object                     Distance      Geod. Az  |
 PD0824|                                                           dddmmss.s |
 PD0824| PD0848 PLEASANT POINT IBC 1913             APPROX. 3.2 KM 3240352.7 |
 PD0824|---------------------------------------------------------------------|
 PD0824
 PD0824                          SUPERSEDED SURVEY CONTROL
 PD0824
 PD0824  NAD 83(1992)-  44 56 07.47737(N)    067 01 13.96444(W) AD(       ) 3
 PD0824  NAD 83(1986)-  44 56 07.47434(N)    067 01 13.96596(W) AD(       ) 3
 PD0824  NAD 27      -  44 56 07.18600(N)    067 01 16.03600(W) AD(       ) 3
 PD0824
 PD0824.Superseded values are not recommended for survey control.
 PD0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0824.See file dsdata.txt to determine how the superseded data were derived.
 PD0824
 PD0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5618777682(NAD 83)
 PD0824_MARKER: 15 = RANGE MARKER
 PD0824_SETTING: 0 = UNSPECIFIED SETTING
 PD0824
 PD0824  HISTORY     - Date     Condition        Report By
 PD0824  HISTORY     - 1919     FIRST OBSERVED   IBC
 PD0824  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0824  HISTORY     - 1972     GOOD             IBC
 PD0824
 PD0824                          STATION DESCRIPTION
 PD0824
 PD0824'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1919 (JH)
 PD0824'STATION IS THE BACK RANGE MARK, CROSS RANGING INTERNATIONAL BOUNDARY
 PD0824'TURNING POINT 3, AND IS LOCATED ON MOOSE ISLAND IN PASSAMAQUODDY BAY,
 PD0824'ABOUT 1/2 MILE NW OF KENDALL HEAD.  THE STATION IS A LITTLE S OF THE
 PD0824'ROAD LEADING N THEN W FROM NEAR KENDALL HEAD.
 PD0824'
 PD0824'STATION MARK IS A STANDARD RANGE MARK.
 PD0824
 PD0824                          STATION RECOVERY (1946)
 PD0824
 PD0824'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (NWS)
 PD0824'STATION IS THE BACK RANGE MARK, CROSS RANGING INTERNATIONAL
 PD0824'BOUNDARY TURNING POINT 3, AND IS LOCATED ON MOOSE ISLAND IN
 PD0824'PASSAMAQUODDY BAY, ABOUT 1/2 MILE NW OF KENDALL HEAD.  THE STATION
 PD0824'IS A LITTLE S OF THE ROAD LEADING N THEN W FROM NEAR KENDALL
 PD0824'HEAD.  CONSIDERABLE CUTTING WAS DONE TO OPEN THE LINE
 PD0824'FROM THE RANGE MARK TO THE TURNING POINT.
 PD0824'
 PD0824'STATION MARK IS A STANDARD RANGE MARK.
 PD0824
 PD0824                          STATION RECOVERY (1972)
 PD0824
 PD0824'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 PD0824'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0835 ***********************************************************************
 PD0835  DESIGNATION -  RANGE MARK 7 IBC 1919
 PD0835  PID         -  PD0835
 PD0835  STATE/COUNTY-  ME/WASHINGTON
 PD0835  USGS QUAD   -  EASTPORT (1977)
 PD0835
 PD0835                         *CURRENT SURVEY CONTROL
 PD0835  ___________________________________________________________________
 PD0835* NAD 83(1996)-  44 55 10.48844(N)    067 00 03.45224(W)     ADJUSTED  
 PD0835* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 PD0835  ___________________________________________________________________
 PD0835  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 PD0835  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 PD0835
 PD0835  HORZ ORDER  -  THIRD
 PD0835
 PD0835.The horizontal coordinates were established by classical geodetic methods
 PD0835.and adjusted by the National Geodetic Survey in March 1998..
 PD0835
 PD0835.The orthometric height was scaled from a topographic map.
 PD0835
 PD0835.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0835
 PD0835.The geoid height was determined by GEOID03.
 PD0835
 PD0835;                    North         East     Units Scale Factor Converg.
 PD0835;SPC ME E     -   140,300.593   418,348.088   MT  1.00007218   +1 03 31.0
 PD0835;UTM  19      - 4,975,960.724   657,775.394   MT  0.99990610   +1 24 42.6
 PD0835
 PD0835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0835!SPC ME E     -   1.00000340  x   1.00007218  =   1.00007558
 PD0835!UTM  19      -   1.00000340  x   0.99990610  =   0.99990950
 PD0835
 PD0835:                Primary Azimuth Mark                     Grid Az
 PD0835:SPC ME E     -  RANGE MARK 9 IBC 1919                    315 25 09.4
 PD0835:UTM  19      -  RANGE MARK 9 IBC 1919                    315 03 57.8
 PD0835
 PD0835|---------------------------------------------------------------------|
 PD0835| PID    Reference Object                     Distance      Geod. Az  |
 PD0835|                                                           dddmmss.s |
 PD0835| PD0858 RANGE MARK 9 IBC 1919               496.718 METERS 3162840.4 |
 PD0835|---------------------------------------------------------------------|
 PD0835
 PD0835                          SUPERSEDED SURVEY CONTROL
 PD0835
 PD0835  NAD 83(1992)-  44 55 10.47765(N)    067 00 03.45333(W) AD(       ) 3
 PD0835  NAD 83(1986)-  44 55 10.47548(N)    067 00 03.45430(W) AD(       ) 3
 PD0835  NAD 27      -  44 55 10.18100(N)    067 00 05.52800(W) AD(       ) 3
 PD0835
 PD0835.Superseded values are not recommended for survey control.
 PD0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0835.See file dsdata.txt to determine how the superseded data were derived.
 PD0835
 PD0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5777575961(NAD 83)
 PD0835_MARKER: 15 = RANGE MARKER
 PD0835_SETTING: 0 = UNSPECIFIED SETTING
 PD0835
 PD0835  HISTORY     - Date     Condition        Report By
 PD0835  HISTORY     - 1919     FIRST OBSERVED   IBC
 PD0835  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0835  HISTORY     - 1972     GOOD             IBC
 PD0835
 PD0835                          STATION DESCRIPTION
 PD0835
 PD0835'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1919 (JH)
 PD0835'STATION IS THE FRONT RANGE MARK, RANGING INTERNATIONAL BOUNDARY COURSE
 PD0835'1 - 2.  ON PIKES ISLAND IN PASSAMAQUODDY BAY, A SMALL ISLAND CONNECTED
 PD0835'TO MOOSE ISLAND BY A PEBBLE JETTY THAT IS NOT COVERED BY HIGH TIDE.
 PD0835'IT IS ABOUT 1 MILE NW OF EASTPORT.
 PD0835'
 PD0835'STATION MARK IS A STANDARD RANGE MARK.
 PD0835
 PD0835                          STATION RECOVERY (1946)
 PD0835
 PD0835'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (NWS)
 PD0835'STATION IS THE FRONT RANGE MARK, RANGING INTERNATIONAL BOUNDARY
 PD0835'COURSE 1-2.  ON PIKES ISLAND IN PASSAMAQUODDY BAY, A SMALL ISLAND
 PD0835'CONNECTED TO MOOSE ISLAND BY A PEBBLE JETTY THAT IS NOT COVERED
 PD0835'BY HIGH TIDE.  IT IS ABOUT 1 MILE NW OF EASTPORT.
 PD0835'
 PD0835'STATION MARK IS A STANDARD RANGE MARK.
 PD0835
 PD0835                          STATION RECOVERY (1972)
 PD0835
 PD0835'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 PD0835'RECOVERED AS DESCRIBED.  NEEDS REPAIRS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0763 ***********************************************************************
 PD0763  DESIGNATION -  RANGE MARK 8 IBC 1919
 PD0763  PID         -  PD0763
 PD0763  STATE/COUNTY-  ME/WASHINGTON
 PD0763  USGS QUAD   -  EASTPORT (1977)
 PD0763
 PD0763                         *CURRENT SURVEY CONTROL
 PD0763  ___________________________________________________________________
 PD0763* NAD 83(1996)-  44 54 32.93236(N)    066 59 40.84706(W)     ADJUSTED  
 PD0763* NAVD 88     -                                                        
 PD0763  ___________________________________________________________________
 PD0763  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 PD0763  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 PD0763
 PD0763  HORZ ORDER  -  THIRD
 PD0763
 PD0763.The horizontal coordinates were established by classical geodetic methods
 PD0763.and adjusted by the National Geodetic Survey in March 1998..
 PD0763
 PD0763
 PD0763.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0763
 PD0763.The geoid height was determined by GEOID03.
 PD0763
 PD0763;                    North         East     Units Scale Factor Converg.
 PD0763;SPC ME E     -   139,150.551   418,865.336   MT  1.00007368   +1 03 46.3
 PD0763;UTM  19      - 4,974,814.082   658,299.635   MT  0.99990814   +1 24 57.7
 PD0763
 PD0763|---------------------------------------------------------------------|
 PD0763| PID    Reference Object                     Distance      Geod. Az  |
 PD0763|                                                           dddmmss.s |
 PD0763| PD0762 EASTPORT MONUMENT 1893               45.295 METERS 24505     |
 PD0763| PD0834 KENDALL 2 KENDALL HEAD 1893         APPROX. 3.1 KM 3282323.5 |
 PD0763|---------------------------------------------------------------------|
 PD0763
 PD0763                          SUPERSEDED SURVEY CONTROL
 PD0763
 PD0763  NAD 83(1992)-  44 54 32.92148(N)    066 59 40.84831(W) AD(       ) 3
 PD0763  NAD 83(1986)-  44 54 32.92004(N)    066 59 40.85020(W) AD(       ) 3
 PD0763  NAD 27      -  44 54 32.65000(N)    066 59 42.93200(W) AD(       ) 3
 PD0763
 PD0763.Superseded values are not recommended for survey control.
 PD0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0763.See file dsdata.txt to determine how the superseded data were derived.
 PD0763
 PD0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5830074814(NAD 83)
 PD0763_MARKER: 15 = RANGE MARKER
 PD0763_SETTING: 0 = UNSPECIFIED SETTING
 PD0763
 PD0763  HISTORY     - Date     Condition        Report By
 PD0763  HISTORY     - 1919     FIRST OBSERVED   IBC
 PD0763  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0763  HISTORY     - 1972     GOOD             IBC
 PD0763
 PD0763                          STATION DESCRIPTION
 PD0763
 PD0763'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1919 (JH)
 PD0763'STATION IS THE BACK RANGE MARK, RANGING INTERNATIONAL BOUNDARY
 PD0763'COURSE 1 - 2.  ON MOOSE ISLAND IN PASSAMAQUODDY BAY, ABOUT 1/4 MILE
 PD0763'N OF THE NW CORNER OF EASTPORT.  THE STATION IS ON THE NW SLOPE OF A
 PD0763'HIGH ROCKY HILL KNOWN AS THE BATTERY, AND ABOUT 100 METERS NW OF THE
 PD0763'HIGHEST KNOB OF THE HILL.
 PD0763'
 PD0763'STATION MARK IS A 12 - FOOT RANGE MARK, BUILT SIMILAR TO THE STANDARD
 PD0763'RANGE MARKS.
 PD0763
 PD0763                          STATION RECOVERY (1946)
 PD0763
 PD0763'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (NWS)
 PD0763'STATION IS THE BACK RANGE MARK, RANGING INTERNATIONAL BOUNDARY
 PD0763'COURSE 1-2.  ON MOOSE ISLAND IN PASSAMAQUODDY BAY, ABOUT 1/4
 PD0763'MILE N OF THE NW CORNER OF EASTPORT.  THE STATION IS ON THE NW
 PD0763'SLOPE OF A HIGH ROCKY HILL KNOWN AS THE BATTERY, AND ABOUT 100
 PD0763'METERS NW OF THE HIGHEST KNOB OF THE HILL.
 PD0763'
 PD0763'STATION MARK IS A 12-FOOT RANGE MARK, BUILT SIMILAR TO THE
 PD0763'STANDARD RANGE MARKS.
 PD0763
 PD0763                          STATION RECOVERY (1972)
 PD0763
 PD0763'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 PD0763'RECOVERED, BUT NEEDS SOME REPAIRS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0858 ***********************************************************************
 PD0858  DESIGNATION -  RANGE MARK 9 IBC 1919
 PD0858  PID         -  PD0858
 PD0858  STATE/COUNTY-  ME/WASHINGTON
 PD0858  USGS QUAD   -  EASTPORT (1977)
 PD0858
 PD0858                         *CURRENT SURVEY CONTROL
 PD0858  ___________________________________________________________________
 PD0858* NAD 83(1996)-  44 55 22.15579(N)    067 00 19.04901(W)     ADJUSTED  
 PD0858* NAVD 88     -        49.     (meters)     161.     (feet)  SCALED    
 PD0858  ___________________________________________________________________
 PD0858  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 PD0858  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 PD0858
 PD0858  HORZ ORDER  -  THIRD
 PD0858
 PD0858.The horizontal coordinates were established by classical geodetic methods
 PD0858.and adjusted by the National Geodetic Survey in March 1998..
 PD0858
 PD0858.The orthometric height was scaled from a topographic map.
 PD0858
 PD0858.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0858
 PD0858.The geoid height was determined by GEOID03.
 PD0858
 PD0858;                    North         East     Units Scale Factor Converg.
 PD0858;SPC ME E     -   140,654.412   417,999.410   MT  1.00007116   +1 03 20.2
 PD0858;UTM  19      - 4,976,312.328   657,424.600   MT  0.99990474   +1 24 31.9
 PD0858
 PD0858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0858!SPC ME E     -   0.99999588  x   1.00007116  =   1.00006704
 PD0858!UTM  19      -   0.99999588  x   0.99990474  =   0.99990062
 PD0858
 PD0858:                Primary Azimuth Mark                     Grid Az
 PD0858:SPC ME E     -  RANGE MARK 7 IBC 1919                    135 25 09.2
 PD0858:UTM  19      -  RANGE MARK 7 IBC 1919                    135 03 57.5
 PD0858
 PD0858|---------------------------------------------------------------------|
 PD0858| PID    Reference Object                     Distance      Geod. Az  |
 PD0858|                                                           dddmmss.s |
 PD0858| PD0835 RANGE MARK 7 IBC 1919               496.718 METERS 1362829.4 |
 PD0858| PD0821 RANGE MARK 10 IBC 1919              274.104 METERS 22712     |
 PD0858| PD0834 KENDALL 2 KENDALL HEAD 1893         APPROX. 1.3 KM 3245059.7 |
 PD0858|---------------------------------------------------------------------|
 PD0858
 PD0858                          SUPERSEDED SURVEY CONTROL
 PD0858
 PD0858  NAD 83(1992)-  44 55 22.14510(N)    067 00 19.05013(W) AD(       ) 3
 PD0858  NAD 83(1986)-  44 55 22.14293(N)    067 00 19.05119(W) AD(       ) 3
 PD0858  NAD 27      -  44 55 21.84900(N)    067 00 21.12300(W) AD(       ) 3
 PD0858
 PD0858.Superseded values are not recommended for survey control.
 PD0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0858.See file dsdata.txt to determine how the superseded data were derived.
 PD0858
 PD0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5742576312(NAD 83)
 PD0858_MARKER: 15 = RANGE MARKER
 PD0858_SETTING: 0 = UNSPECIFIED SETTING
 PD0858
 PD0858  HISTORY     - Date     Condition        Report By
 PD0858  HISTORY     - 1919     FIRST OBSERVED   IBC
 PD0858  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0858  HISTORY     - 1972     GOOD             IBC
 PD0858
 PD0858                          STATION DESCRIPTION
 PD0858
 PD0858'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1919 (JH)
 PD0858'STATION IS THE FRONT RANGE MARK (A STANDARD RANGE MARK), CROSS
 PD0858'RANGING INTERNATIONAL BOUNDARY TURNING POINT 4, AND IS ON A LOW
 PD0858'POINT ON THE S SIDE OF JOHNSON COVE, ON MOOSE ISLAND IN PASSAMAQUODDY
 PD0858'BAY, ABOUT 1-1/2 MILES NW OF EASTPORT.
 PD0858
 PD0858                          STATION RECOVERY (1946)
 PD0858
 PD0858'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (NWS)
 PD0858'STATION IS THE FRONT RANGE MARK (A STANDARD RANGE MARK), CROSS
 PD0858'RANGING INTERNATIONAL BOUNDARY TURNING POINT 4, AND IS ON A LOW
 PD0858'POINT ON THE S SIDE OF JOHNSON COVE, ON MOOSE ISLAND IN
 PD0858'PASSAMAQUODDY BAY, ABOUT 1-1/2 MILES NW OF EASTPORT.
 PD0858
 PD0858                          STATION RECOVERY (1972)
 PD0858
 PD0858'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 PD0858'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1188 ***********************************************************************
 PF1188  FBN         -  This is a Federal Base Network Control Station.
 PF1188  PACS        -  This is a Primary Airport Control Station.
 PF1188  DESIGNATION -  RANGELEY
 PF1188  PID         -  PF1188
 PF1188  STATE/COUNTY-  ME/FRANKLIN
 PF1188  USGS QUAD   -  RANGELEY (1997)
 PF1188
 PF1188                         *CURRENT SURVEY CONTROL
 PF1188  ___________________________________________________________________
 PF1188* NAD 83(1996)-  44 59 26.87958(N)    070 39 36.28268(W)     ADJUSTED  
 PF1188* NAVD 88     -       552.16   (meters)    1811.5    (feet)  GPS OBS   
 PF1188  ___________________________________________________________________
 PF1188  X           -   1,496,462.005 (meters)                     COMP
 PF1188  Y           -  -4,263,698.800 (meters)                     COMP
 PF1188  Z           -   4,486,997.796 (meters)                     COMP
 PF1188  LAPLACE CORR-           3.34  (seconds)                    DEFLEC99
 PF1188  ELLIP HEIGHT-         526.75  (meters)          (04/26/01) GPS OBS
 PF1188  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 PF1188
 PF1188  HORZ ORDER  -  A
 PF1188  ELLP ORDER  -  FOURTH    CLASS I
 PF1188
 PF1188.This mark is at Rangeley Municipal Airport (8B0)
 PF1188
 PF1188.The horizontal coordinates were established by GPS observations
 PF1188.and adjusted by the National Geodetic Survey in July 1997..
 PF1188
 PF1188.The orthometric height was determined by GPS observations and a
 PF1188.high-resolution geoid model.
 PF1188
 PF1188.GPS derived orthometric heights for airport stations designated as
 PF1188.PACS or SACS are published to 2 decimal places.  This maintains
 PF1188.centimeter relative accuracy between the PACS and SACS.  It does
 PF1188.not indicate centimeter accuracy relative to other marks which are
 PF1188.part of the NAVD 88 network.
 PF1188
 PF1188.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PF1188
 PF1188.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1188
 PF1188.The ellipsoidal height was determined by GPS observations
 PF1188.and is referenced to NAD 83.
 PF1188
 PF1188.The geoid height was determined by GEOID03.
 PF1188
 PF1188;                    North         East     Units Scale Factor Converg.
 PF1188;SPC ME W     -   239,827.712   861,091.107   MT  0.99998527   -0 20 55.8
 PF1188;UTM  19      - 4,983,268.867   369,139.448   MT  0.99981057   -1 10 25.8
 PF1188
 PF1188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1188!SPC ME W     -   0.99991742  x   0.99998527  =   0.99990269
 PF1188!UTM  19      -   0.99991742  x   0.99981057  =   0.99972800
 PF1188
 PF1188|---------------------------------------------------------------------|
 PF1188| PID    Reference Object                     Distance      Geod. Az  |
 PF1188|                                                           dddmmss.s |
 PF1188| AB2673 8B0 B                               283.161 METERS 27724     |
 PF1188|---------------------------------------------------------------------|
 PF1188
 PF1188                          SUPERSEDED SURVEY CONTROL
 PF1188
 PF1188  ELLIP H (07/24/97)  526.77   (m)                       GP(       ) 2 1
 PF1188  NAD 83(1992)-  44 59 26.87945(N)    070 39 36.28193(W) AD(1995.00) B
 PF1188  ELLIP H (04/19/96)  526.75   (m)                       GP(1995.00) 3 1
 PF1188  NAD 83(1992)-  44 59 26.88461(N)    070 39 36.28941(W) AD(       ) A
 PF1188  NAD 83(1992)-  44 59 26.87778(N)    070 39 36.28140(W) AD(       ) A
 PF1188  ELLIP H (04/16/93)  526.76   (m)                       GP(       ) 3 1
 PF1188
 PF1188.Superseded values are not recommended for survey control.
 PF1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1188.See file dsdata.txt to determine how the superseded data were derived.
 PF1188
 PF1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK6913983269(NAD 83)
 PF1188_MARKER: DH = HORIZONTAL CONTROL DISK
 PF1188_SETTING: 80 = SET IN A BOULDER
 PF1188_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 PF1188_STAMPING: RANGELEY 1992
 PF1188_MARK LOGO: NGS   
 PF1188_MAGNETIC: N = NO MAGNETIC MATERIAL
 PF1188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF1188+STABILITY: SURFACE MOTION
 PF1188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PF1188+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2000
 PF1188
 PF1188  HISTORY     - Date     Condition        Report By
 PF1188  HISTORY     - 1992     MONUMENTED       NGS
 PF1188  HISTORY     - 19951007 GOOD             CHANCE
 PF1188  HISTORY     - 19960703 GOOD             NGS
 PF1188  HISTORY     - 20000424 GOOD             NGS
 PF1188  HISTORY     - 20000731 GOOD             NGS
 PF1188
 PF1188                          STATION DESCRIPTION
 PF1188
 PF1188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 PF1188'THE STATION IS LOCATED ABOUT 99.8 KM (62.00 MI) NORTHWEST OF AUGUSTA,
 PF1188'1.6 KM (1.00 MI) NORTHWEST OF RANGELEY, AT THE RANGELEY MUNICIPAL
 PF1188'AIRPORT, IN ROCK OUTCROP BY JET FUEL TANK.  OWNERSHIP--CITY OF
 PF1188'RANGELEY, P.O. BOX 367, MAIN STREET, RANGELEY ME 04970, CONTACT STEVE
 PF1188'BEAN, AIRPORT MANAGER, PHONE 207-864-5307.
 PF1188'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 16 AND STATE
 PF1188'ROUTE 4 IN RANGELEY (MAIN ST), GO WEST 0.8 KM (0.50 MI) ON STATE
 PF1188'ROUTE 4 (16) TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO NORTH 2.6 KM
 PF1188'(1.60 MI) ON KENNEBAGO ROAD TO PAVED AIRPORT ACCESS ROAD LEFT.  TURN
 PF1188'LEFT AND GO NORTHWEST 0.24 KM (0.15 MI) ON PAVED AIRPORT ACCESS ROAD
 PF1188'TO THE STATION ON THE LEFT, JUST SOUTHEAST FROM THE JET FUEL TANK, IN
 PF1188'A LARGE GRANITE ROCK.
 PF1188'LOCATED 42.4 M (139.1 FT) WEST FROM POWER POLE NUMBER 453-603, 29.2 M
 PF1188'(95.8 FT) EAST-SOUTHEAST FROM THE SOUTHWEST CORNER OF THE PAVED RAMP,
 PF1188'25.1 M (82.3 FT) SOUTHEAST FROM A LARGE JET FUEL TANK.  THE DISK IS
 PF1188'SET IN THE SOUTH END OF A 3 M (9.8 FT) BY 2 M (6.6 FT) GRANITE ROCK
 PF1188'PROJECTING 0.5 M (1.6 FT) ABOVE GROUND.
 PF1188
 PF1188                          STATION RECOVERY (1995)
 PF1188
 PF1188'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KB)
 PF1188'RECOVERED AS DESCRIBED WITH THE FOLLOWING INFORMATION-  THIS STATION
 PF1188'IS DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION (PACS) - MAINE ANA
 PF1188'SURVEY 1995
 PF1188
 PF1188                          STATION RECOVERY (1996)
 PF1188
 PF1188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 PF1188'THE STATION IS LOCATED ABOUT 99.8 KM (62.00 MI) NORTHWEST OF AUGUSTA,
 PF1188'1.6 KM (1.00 MI) NORTHWEST OF RANGELEY, AT THE RANGELEY MUNICIPAL
 PF1188'AIRPORT, IN ROCK OUTCROP BY JET FUEL TANK.  OWNERSHIP--CITY OF
 PF1188'RANGELEY, P.O.  BOX 367, MAIN STREET, RANGELEY ME 04970, CONTACT
 PF1188'--POSITION VACANT AT THIS TIME - TOWN MANAGER, PHONE 207-864-3577. TO
 PF1188'REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 16 AND STATE ROUTE
 PF1188'4 IN RANGELEY (MAIN ST) , GO WEST 0.8 KM (0.50 MI) ON STATE ROUTE 4
 PF1188'(16) TO A PAVED ROAD RIGHT, TURN RIGHT AND GO NORTH 2.6 KM (1.60 MI)
 PF1188'ON KENNEBAGO ROAD TO PAVED AIRPORT ACCESS ROAD LEFT, TURN LEFT AND GO
 PF1188'NORTHWEST 0.24 KM (0.15 MI) ON PAVED AIRPORT ACCESS ROAD TO THE
 PF1188'STATION ON THE LEFT, JUST SOUTHEAST FROM THE JET FUEL TANK. THE
 PF1188'STATION IS SET IN THE SOUTH END OF A 3 M (9.8 FT) BY 2 M (6.6 FT)
 PF1188'GRANITE ROCK, PROJECTING 0.5 M (1.6 FT) ABOVE GROUND, LOCATED 42.4 M
 PF1188'(139.1 FT) WEST FROM POWER POLE NUMBER 453-603, 29.2 M (95.8 FT)
 PF1188'EAST-SOUTHEAST FROM THE SOUTHWEST CORNER OF THE PAVED RAMP, 25.1 M
 PF1188'(82.3 FT) SOUTHEAST FROM A LARGE JET FUEL TANK.  THIS IS THE PRIMARY
 PF1188'AIRPORT CONTROL STATION.
 PF1188
 PF1188                          STATION RECOVERY (2000)
 PF1188
 PF1188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 PF1188'THE STATION IS ON THE NORTHWEST SIDE OF RANGELEY, AT THE RANGELEY
 PF1188'MUNICIPAL AIRPORT, ON THE SOUTHEAST SIDE OF THE ENTRANCE ROAD LEADING
 PF1188'TO THE JET-A FUEL TANK.  OWNERSHIP--CITY OF RANGELEY.  CONTACT MR.
 PF1188'WILLIAM LUNDRIGAN, TOWN/AIRPORT MANAGER, ONE DAY IN ADVANCE BEFORE
 PF1188'OCCUPYING THE STATION, PHONE 207-864-3577.  TO REACH THE STATION FROM
 PF1188'THE JUNCTION OF STATE HIGHWAY 16 NORTH (PLEASANT STREET) AND STATE
 PF1188'HIGHWAY 4 (MAIN STREET) IN RANGELEY, 0.16 KM (0.10 MI) WEST OF THE
 PF1188'POST OFFICE, GO WEST ON COMBINED HIGHWAYS 4 AND 16 FOR 0.80 KM (0.50
 PF1188'MI) TO THE JUNCTION OF LOON LAKE ROAD ON THE RIGHT.  TURN RIGHT, NORTH
 PF1188'ON LOON LAKE ROAD AND GO 2.6 KM (1.60 MI) TO A SIGN --RANGELEY
 PF1188'MUNICIPAL AIRPORT-- AND ENTRANCE ROAD ON THE LEFT.  TURN LEFT,
 PF1188'NORTHWEST ON THE ENTRANCE ROAD FOR 0.24 KM (0.15 MI) TO A GRAVEL ROAD
 PF1188'ON THE LEFT LEADING TO A JET-A FUEL TANK.  TURN LEFT ON THE GRAVEL
 PF1188'ROAD FOR ABOUT 45.72 M (150.00 FT) TO THE FUEL TANK ON THE RIGHT AND
 PF1188'THE STATION ON THE LEFT, ON THE SOUTHEAST SIDE OF A MOUND OF BOULDERS.
 PF1188'THE STATION IS SET IN A DRILL HOLE IN THE SOUTHEAST SIDE OF A 9 FT
 PF1188'(2.7 M) BY 6 FT (1.8 M) BOULDER PROJECTING ABOUT 61 CM ABOVE GROUND.
 PF1188'LOCATED 42.37 M (139.01 FT) WEST OF POWER POLE NUMBER 453-603 AND
 PF1188'25.15 M (82.51 FT) SOUTHEAST AND ACROSS THE GRAVEL ROAD FROM THE
 PF1188'SOUTHEAST SIDE OF THE FUEL TANK.
 PF1188
 PF1188                          STATION RECOVERY (2000)
 PF1188
 PF1188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 PF1188'RECOVERED AS DESCRIBED.
 PF1188'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1400 ***********************************************************************
 QG1400  DESIGNATION -  RANKIN
 QG1400  PID         -  QG1400
 QG1400  STATE/COUNTY-  ME/PENOBSCOT
 QG1400  USGS QUAD   -  GREENFIELD (1988)
 QG1400
 QG1400                         *CURRENT SURVEY CONTROL
 QG1400  ___________________________________________________________________
 QG1400* NAD 83(1996)-  45 00 13.03114(N)    068 25 57.76072(W)     ADJUSTED  
 QG1400* NAVD 88     -       152.     (meters)     499.     (feet)  SCALED    
 QG1400  ___________________________________________________________________
 QG1400  LAPLACE CORR-           3.18  (seconds)                    DEFLEC99
 QG1400  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 QG1400
 QG1400  HORZ ORDER  -  THIRD
 QG1400
 QG1400.The horizontal coordinates were established by classical geodetic methods
 QG1400.and adjusted by the National Geodetic Survey in March 1998..
 QG1400
 QG1400.The orthometric height was scaled from a topographic map.
 QG1400
 QG1400.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1400
 QG1400.The geoid height was determined by GEOID03.
 QG1400
 QG1400;                    North         East     Units Scale Factor Converg.
 QG1400;SPC ME E     -   148,547.955   305,304.636   MT  0.99990035   +0 02 51.3
 QG1400;UTM  19      - 4,983,509.026   544,708.212   MT  0.99962458   +0 24 04.2
 QG1400
 QG1400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1400!SPC ME E     -   0.99998001  x   0.99990035  =   0.99988036
 QG1400!UTM  19      -   0.99998001  x   0.99962458  =   0.99960459
 QG1400
 QG1400:                Primary Azimuth Mark                     Grid Az
 QG1400:SPC ME E     -  PEAKED MOUNT 1856                        187 09 46.0
 QG1400:UTM  19      -  PEAKED MOUNT 1856                        186 48 33.1
 QG1400
 QG1400|---------------------------------------------------------------------|
 QG1400| PID    Reference Object                     Distance      Geod. Az  |
 QG1400|                                                           dddmmss.s |
 QG1400| PE1750 PEAKED MOUNT 1856                   APPROX.19.6 KM 1871237.3 |
 QG1400|---------------------------------------------------------------------|
 QG1400
 QG1400                          SUPERSEDED SURVEY CONTROL
 QG1400
 QG1400  NAD 83(1992)-  45 00 13.02938(N)    068 25 57.75720(W) AD(       ) 3
 QG1400  NAD 83(1986)-  45 00 13.03024(N)    068 25 57.76098(W) AD(       ) 3
 QG1400  NAD 27      -  45 00 12.77868(N)    068 25 59.69011(W) AD(       ) 3
 QG1400
 QG1400.Superseded values are not recommended for survey control.
 QG1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1400.See file dsdata.txt to determine how the superseded data were derived.
 QG1400
 QG1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK4470883509(NAD 83)
 QG1400_MARKER: DD = SURVEY DISK
 QG1400_SETTING: 66 = SET IN ROCK OUTCROP
 QG1400_SP_SET: SET IN ROCK OUTCROP
 QG1400_MAGNETIC: N = NO MAGNETIC MATERIAL
 QG1400_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG1400+STABILITY: POSITION/ELEVATION WELL
 QG1400
 QG1400  HISTORY     - Date     Condition        Report By
 QG1400  HISTORY     - 1928     MONUMENTED       USGS
 QG1400
 QG1400                          STATION DESCRIPTION
 QG1400
 QG1400'DESCRIBED BY US GEOLOGICAL SURVEY 1928 (TTR)
 QG1400'LOCATED IN SOUTHERN PART OF GREENFIELD TOWNSHIP, ON BARE HILL KNOWN
 QG1400'AS HALL HILL ON LAND OWNED BY GEORGE RANKIN, A DRUGGIST, WHO LIVED IN
 QG1400'PORTLAND.  STATION IS 0.25 MI N. OF RD. FROM GREENFIELD TO MYRA POST
 QG1400'OFFICE, 2.75 MI E. OF RD. FORKS AT JUNCTION OF GREENFIELD-MILFORD RD.
 QG1400'AND MYRA POST OFFICE RD., AND IS VISIBLE FROM RD. AT MR. RANKIN-S
 QG1400'HOUSE.
 QG1400'
 QG1400'STATION MARK-  STANDARD DISK SET IN SMALL ROCK OUTCROP, STAMPED
 QG1400'---Y 1929---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1688 ***********************************************************************
 QF1688  DESIGNATION -  RAPIDS IBC
 QF1688  PID         -  QF1688
 QF1688  STATE/COUNTY-  ME/WASHINGTON
 QF1688  USGS QUAD   -  FOREST CITY (1988)
 QF1688
 QF1688                         *CURRENT SURVEY CONTROL
 QF1688  ___________________________________________________________________
 QF1688* NAD 83(1996)-  45 41 20.66977(N)    067 43 44.28837(W)     ADJUSTED  
 QF1688* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 QF1688  ___________________________________________________________________
 QF1688  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 QF1688  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 QF1688
 QF1688  HORZ ORDER  -  THIRD
 QF1688
 QF1688.The horizontal coordinates were established by classical geodetic methods
 QF1688.and adjusted by the National Geodetic Survey in March 1998..
 QF1688
 QF1688.The orthometric height was scaled from a topographic map.
 QF1688
 QF1688.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1688
 QF1688.The geoid height was determined by GEOID03.
 QF1688
 QF1688;                    North         East     Units Scale Factor Converg.
 QF1688;SPC ME E     -   225,007.775   360,054.216   MT  0.99994433   +0 33 06.2
 QF1688;UTM  19      - 5,060,288.093   598,968.497   MT  0.99972042   +0 54 34.5
 QF1688
 QF1688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1688!SPC ME E     -   0.99998542  x   0.99994433  =   0.99992975
 QF1688!UTM  19      -   0.99998542  x   0.99972042  =   0.99970584
 QF1688
 QF1688                          SUPERSEDED SURVEY CONTROL
 QF1688
 QF1688  NAD 83(1992)-  45 41 20.66668(N)    067 43 44.28661(W) AD(       ) 3
 QF1688  NAD 83(1986)-  45 41 20.67132(N)    067 43 44.30297(W) AD(       ) 3
 QF1688  NAD 27      -  45 41 20.45500(N)    067 43 46.27600(W) AD(       ) 3
 QF1688
 QF1688.Superseded values are not recommended for survey control.
 QF1688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1688.See file dsdata.txt to determine how the superseded data were derived.
 QF1688
 QF1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9896860288(NAD 83)
 QF1688_MARKER: DD = SURVEY DISK
 QF1688_SETTING: 80 = SET IN A BOULDER
 QF1688_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF1688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1688+STABILITY: SURFACE MOTION
 QF1688
 QF1688  HISTORY     - Date     Condition        Report By
 QF1688  HISTORY     - 1912     MONUMENTED       IBC
 QF1688  HISTORY     - 1972     GOOD             IBC
 QF1688
 QF1688                          STATION DESCRIPTION
 QF1688
 QF1688'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (AJB)
 QF1688'ON THE S SIDE OF THE STREAM CONNECTING MUD AND SPEDNIK LAKES, ABOUT
 QF1688'140 METERS BELOW THE DAM AT THE OUTLET OF MUD LAKE.  IT IS ON A ROCK
 QF1688'ABOUT 1.5 METERS HIGH, ABOUT 3 METERS OFFSHORE IN THE RIVER BED, AND
 QF1688'ABOUT 21 METERS FROM THE WING DAM.  ROCK IS HIDDEN UNDER THE LOW
 QF1688'BRANCHES OF A BIRCH TREE.
 QF1688'
 QF1688'STATION MARK IS A COPPER DISK SET IN A DRILL HOLE IN THE ROCK.  A
 QF1688'CROSS WITHIN A TRIANGLE IS CUT IN A ROCK ON SHORE 10.77 METERS
 QF1688'UPSTREAM FROM THE STATION.  A CROSS WITHIN A TRIANGLE IS CUT IN A
 QF1688'ROCK ON SHORE 8.35 METERS DOWNSTREAM FROM THE STATION.
 QF1688
 QF1688                          STATION RECOVERY (1972)
 QF1688
 QF1688'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1688'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1905 ***********************************************************************
 QF1905  DESIGNATION -  RASPBERRY IBC
 QF1905  PID         -  QF1905
 QF1905  STATE/COUNTY-  ME/AROOSTOOK
 QF1905  USGS QUAD   -  ORIENT (1989)
 QF1905
 QF1905                         *CURRENT SURVEY CONTROL
 QF1905  ___________________________________________________________________
 QF1905* NAD 83(1996)-  45 50 54.93286(N)    067 47 09.58175(W)     ADJUSTED  
 QF1905* NAVD 88     -       134.     (meters)     440.     (feet)  SCALED    
 QF1905  ___________________________________________________________________
 QF1905  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 QF1905  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 QF1905
 QF1905  HORZ ORDER  -  THIRD
 QF1905
 QF1905.The horizontal coordinates were established by classical geodetic methods
 QF1905.and adjusted by the National Geodetic Survey in March 1998..
 QF1905
 QF1905.The orthometric height was scaled from a topographic map.
 QF1905
 QF1905.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1905
 QF1905.The geoid height was determined by GEOID03.
 QF1905
 QF1905;                    North         East     Units Scale Factor Converg.
 QF1905;SPC ME E     -   242,694.639   355,454.268   MT  0.99993779   +0 30 44.3
 QF1905;UTM  19      - 5,077,941.849   594,259.094   MT  0.99970923   +0 52 16.0
 QF1905
 QF1905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1905!SPC ME E     -   0.99998273  x   0.99993779  =   0.99992052
 QF1905!UTM  19      -   0.99998273  x   0.99970923  =   0.99969196
 QF1905
 QF1905|---------------------------------------------------------------------|
 QF1905| PID    Reference Object                     Distance      Geod. Az  |
 QF1905|                                                           dddmmss.s |
 QF1905| QF1904 CROPLEY IBC                         258.102 METERS 12357     |
 QF1905| QF1895 LANDING IBC                         443.220 METERS 1253549.1 |
 QF1905| QF1907 REFERENCE MON 16=BIRCH              APPROX. 0.5 KM 3184224.0 |
 QF1905|---------------------------------------------------------------------|
 QF1905
 QF1905                          SUPERSEDED SURVEY CONTROL
 QF1905
 QF1905  NAD 83(1992)-  45 50 54.93063(N)    067 47 09.58111(W) AD(       ) 3
 QF1905  NAD 83(1986)-  45 50 54.92791(N)    067 47 09.58664(W) AD(       ) 3
 QF1905  NAD 27      -  45 50 54.73100(N)    067 47 11.56300(W) AD(       ) 3
 QF1905
 QF1905.Superseded values are not recommended for survey control.
 QF1905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1905.See file dsdata.txt to determine how the superseded data were derived.
 QF1905
 QF1905_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9425977942(NAD 83)
 QF1905_MARKER: DD = SURVEY DISK
 QF1905_SETTING: 0 = UNSPECIFIED SETTING
 QF1905_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QF1905
 QF1905  HISTORY     - Date     Condition        Report By
 QF1905  HISTORY     - 1912     MONUMENTED       IBC
 QF1905  HISTORY     - 1955     GOOD             IBC
 QF1905  HISTORY     - 1972     SEE DESCRIPTION  IBC
 QF1905
 QF1905                          STATION DESCRIPTION
 QF1905
 QF1905'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (JEM)
 QF1905'ABOUT 30 FEET W OF MONUMENT BROOK AT HIGH WATER, 10 FEET DOWNSTREAM
 QF1905'FROM THE END OF THE FIR - COVERED POINT OPPOSITE AND SLIGHTLY ABOVE
 QF1905'THE CROPLEY ROAD.  IT IS AT THE FOOT OF THE LOWER EDGE OF A HOGBACK
 QF1905'OR LOW RIDGE THAT PARALLELS THE BROOK ABOUT 1.7 MILES ABOVE NORTH
 QF1905'LAKE, AND IN A FIR GROVE ABOUT 300 FEET BELOW A LOG LANDING.
 QF1905'
 QF1905'THE SUBSURFACE MARK IS A PINT BOTTLE FILLED WITH SAND SET 2-1/4 FEET
 QF1905'BELOW THE SURFACE OF THE GROUND.  THE SURFACE MARK IS A BRONZE DISK
 QF1905'SET AND CENTERED OVER THE SUBSURFACE MARK IN A GRANITE POST 8 INCHES
 QF1905'SQUARE AND 2-1/2 FEET LONG.  THE LETTERS---U.S.C.B.---ARE CUT IN THE
 QF1905'VERTICAL FACES OF THE POST, ONE LETTER IN EACH FACE.  THE TOP OF THE
 QF1905'POST IS 10 INCHES ABOVE THE GROUND.
 QF1905
 QF1905                          STATION RECOVERY (1955)
 QF1905
 QF1905'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1905'STATION RECOVERED IN GOOD CONDITION.
 QF1905
 QF1905                          STATION RECOVERY (1972)
 QF1905
 QF1905'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1905'THREE MEN LOOKED FOR SEVERAL MINUTES BUT DID NOT FIND IT.  MORE TIME
 QF1905'OR SURVEY METHODS NEEDED TO LOCATE THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2216 ***********************************************************************
 OC2216  DESIGNATION -  RAVINE
 OC2216  PID         -  OC2216
 OC2216  STATE/COUNTY-  ME/YORK
 OC2216  USGS QUAD   -  KITTERY (1989)
 OC2216
 OC2216                         *CURRENT SURVEY CONTROL
 OC2216  ___________________________________________________________________
 OC2216* NAD 83(1996)-  43 05 59.76719(N)    070 40 23.66134(W)     ADJUSTED  
 OC2216* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 OC2216  ___________________________________________________________________
 OC2216  LAPLACE CORR-           2.41  (seconds)                    DEFLEC99
 OC2216  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 OC2216
 OC2216  HORZ ORDER  -  THIRD
 OC2216
 OC2216.The horizontal coordinates were established by classical geodetic methods
 OC2216.and adjusted by the National Geodetic Survey in March 1998..
 OC2216
 OC2216.The orthometric height was scaled from a topographic map.
 OC2216
 OC2216.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2216
 OC2216.The geoid height was determined by GEOID03.
 OC2216
 OC2216;                    North         East     Units Scale Factor Converg.
 OC2216;SPC ME W     -    29,740.947   858,761.925   MT  0.99998758   -0 20 46.1
 OC2216;SPC NH       -    67,122.964   380,871.208   MT  1.00004709   +0 40 43.7
 OC2216;SPC NH       -   220,219.26  1,249,574.95   sFT  1.00004709   +0 40 43.7
 OC2216;UTM  19      - 4,773,271.240   363,836.947   MT  0.99982808   -1 08 36.4
 OC2216
 OC2216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2216!SPC ME W     -   1.00000325  x   0.99998758  =   0.99999083
 OC2216!SPC NH       -   1.00000325  x   1.00004709  =   1.00005034
 OC2216!UTM  19      -   1.00000325  x   0.99982808  =   0.99983133
 OC2216
 OC2216:                Primary Azimuth Mark                     Grid Az
 OC2216:SPC ME W     -  BOATHOUSE COVE                           190 38 46.6
 OC2216:SPC NH       -  BOATHOUSE COVE                           189 37 16.8
 OC2216:UTM  19      -  BOATHOUSE COVE                           191 26 36.9
 OC2216
 OC2216|---------------------------------------------------------------------|
 OC2216| PID    Reference Object                     Distance      Geod. Az  |
 OC2216|                                                           dddmmss.s |
 OC2216| OC2207 BOATHOUSE COVE                      APPROX. 1.6 KM 1901800.5 |
 OC2216|---------------------------------------------------------------------|
 OC2216
 OC2216                          SUPERSEDED SURVEY CONTROL
 OC2216
 OC2216  NAD 83(1992)-  43 05 59.76605(N)    070 40 23.66152(W) AD(       ) 3
 OC2216  NAD 83(1986)-  43 05 59.76992(N)    070 40 23.66459(W) AD(       ) 3
 OC2216  NAD 27      -  43 05 59.42000(N)    070 40 25.47000(W) AD(       ) 3
 OC2216
 OC2216.Superseded values are not recommended for survey control.
 OC2216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2216.See file dsdata.txt to determine how the superseded data were derived.
 OC2216
 OC2216_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH6383773271(NAD 83)
 OC2216
 OC2216  HISTORY     - Date     Condition        Report By
 OC2216  HISTORY     - UNK      MONUMENTED
 OC2216  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OC2216
 OC2216                          STATION DESCRIPTION
 OC2216
 OC2216'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (EHK)
 OC2216'STATION WAS NOT RECOVERED.  THIS IS AN UNDESCRIBED
 OC2216'TRIANGULATION STATION.  A 1/2-HR. SEARCH IN THE AREA INDICATED
 OC2216'BY THE GROGRAPHIC POSITION REVEALED NO TRACE OF A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0965 ***********************************************************************
 PD0965  DESIGNATION -  RAVINE 1863
 PD0965  PID         -  PD0965
 PD0965  STATE/COUNTY-  ME/WASHINGTON
 PD0965  USGS QUAD   -  CUTLER (1993)
 PD0965
 PD0965                         *CURRENT SURVEY CONTROL
 PD0965  ___________________________________________________________________
 PD0965* NAD 83(1996)-  44 41 19.43799(N)    067 08 39.32020(W)     ADJUSTED  
 PD0965* NAVD 88     -        46.     (meters)     151.     (feet)  SCALED    
 PD0965  ___________________________________________________________________
 PD0965  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 PD0965  GEOID HEIGHT-         -22.33  (meters)                     GEOID03
 PD0965
 PD0965  HORZ ORDER  -  THIRD
 PD0965
 PD0965.The horizontal coordinates were established by classical geodetic methods
 PD0965.and adjusted by the National Geodetic Survey in March 1998..
 PD0965
 PD0965.The orthometric height was scaled from a topographic map.
 PD0965
 PD0965.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0965
 PD0965.The geoid height was determined by GEOID03.
 PD0965
 PD0965;                    North         East     Units Scale Factor Converg.
 PD0965;SPC ME E     -   114,450.452   407,462.719   MT  1.00004197   +0 57 12.7
 PD0965;UTM  19      - 4,950,048.536   647,051.102   MT  0.99986592   +1 18 19.1
 PD0965
 PD0965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0965!SPC ME E     -   0.99999632  x   1.00004197  =   1.00003829
 PD0965!UTM  19      -   0.99999632  x   0.99986592  =   0.99986224
 PD0965
 PD0965:                Primary Azimuth Mark                     Grid Az
 PD0965:SPC ME E     -  TRESCOTT ROCK                            019 16 36.6
 PD0965:UTM  19      -  TRESCOTT ROCK                            018 55 30.2
 PD0965
 PD0965|---------------------------------------------------------------------|
 PD0965| PID    Reference Object                     Distance      Geod. Az  |
 PD0965|                                                           dddmmss.s |
 PD0965| PD0894 TRESCOTT ROCK                       APPROX. 8.3 KM 0201349.3 |
 PD0965| PD0964 COLVILLE                            APPROX. 6.7 KM 2414827.5 |
 PD0965|---------------------------------------------------------------------|
 PD0965
 PD0965                          SUPERSEDED SURVEY CONTROL
 PD0965
 PD0965  NAD 83(1992)-  44 41 19.43623(N)    067 08 39.31683(W) AD(       ) 3
 PD0965  NAD 83(1986)-  44 41 19.43288(N)    067 08 39.31877(W) AD(       ) 3
 PD0965  NAD 27      -  44 41 19.13500(N)    067 08 41.39300(W) AD(       ) 3
 PD0965
 PD0965.Superseded values are not recommended for survey control.
 PD0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0965.See file dsdata.txt to determine how the superseded data were derived.
 PD0965
 PD0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK4705150049(NAD 83)
 PD0965
 PD0965  HISTORY     - Date     Condition        Report By
 PD0965  HISTORY     - 1863     MONUMENTED       CGS
 PD0965  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0965
 PD0965                          STATION DESCRIPTION
 PD0965
 PD0965'DESCRIBED BY COAST AND GEODETIC SURVEY 1863 (FPW)
 PD0965'STATION IS ON A HIGH ROCKY HILL ON THE COAST ABOUT 1-1/2 MILES
 PD0965'ABOVE LONG POINT COVE.  AT THE FOOT OF THE HILL THERE IS A SMALL
 PD0965'RAVINE AND A STRIP OF STONE BEACH.  FROM THE COVE ABOUT 1/4 MILE
 PD0965'TO THE NE A WOOD ROAD LEADS NEARLY TO THE STATION.  THE STATION
 PD0965'IS MARKED BY A DRILL HOLE IN THE ROCK.
 PD0965
 PD0965                          STATION RECOVERY (1946)
 PD0965
 PD0965'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0965'STATION RECOVERED.  IT IS ON THE SUMMIT OF A HIGH, ROCKY HILL
 PD0965'ON THE COAST ABOUT 1.4 MILES NNE OF LONG POINT, ABOUT 0.4 MILE
 PD0965'SSW OF THE HEAD OF HOLMES COVE.  THE TOP OF THE HILL, ABOUT 212
 PD0965'FEET HIGH, IS DENSELY WOODED.  THERE IS A SMALL RAVINE AND A STRIP
 PD0965'OF STONE BEACH OFF THE SE SIDE OF THE HILL.  FROM THE SHORE, THE
 PD0965'SIDES OF THE HILL ARE PRECIPITOUS.  THE BEST APPROACH IS UP THE
 PD0965'RAVINE AND THENCE N TO THE SUMMIT.
 PD0965'
 PD0965'STATION IS MARKED BY A 1/2-INCH DRILL HOLE, 1-1/4 INCHES DEEP,
 PD0965'IN THE LEDGE SUMMIT, AND COVERED BY A CAIRN.
 PD0965'
 PD0965'THE STATION WAS REACHED FROM THE SHORE BY WAY OF THE RAVINE
 PD0965'NOTED.  THE WOODS ROAD NOTED IN THE ORIGINAL DESCRIPTION WAS NOT
 PD0965'DISCOVERED, BUT NO EXTENSIVE INVESTIGATION OF THE APPROACHES OTHER
 PD0965'THAN FROM SEAWARD WAS MADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0221 ***********************************************************************
 PE0221  DESIGNATION -  RAY
 PE0221  PID         -  PE0221
 PE0221  STATE/COUNTY-  ME/HANCOCK
 PE0221  USGS QUAD   -  WINTER HARBOR (1985)
 PE0221
 PE0221                         *CURRENT SURVEY CONTROL
 PE0221  ___________________________________________________________________
 PE0221* NAD 83(1996)-  44 24 21.     (N)    068 01 38.     (W)     SCALED    
 PE0221* NAVD 88     -        10.235  (meters)      33.58   (feet)  ADJUSTED  
 PE0221  ___________________________________________________________________
 PE0221  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 PE0221  DYNAMIC HT  -          10.235 (meters)      33.58  (feet)  COMP
 PE0221  MODELED GRAV-     980,564.3   (mgal)                       NAVD 88
 PE0221
 PE0221  VERT ORDER  -  SECOND    CLASS 0
 PE0221
 PE0221.The horizontal coordinates were scaled from a topographic map and have
 PE0221.an estimated accuracy of +/- 6 seconds.
 PE0221
 PE0221.The orthometric height was determined by differential leveling
 PE0221.and adjusted by the National Geodetic Survey in June 1991..
 PE0221
 PE0221.The geoid height was determined by GEOID03.
 PE0221
 PE0221.The dynamic height is computed by dividing the NAVD 88
 PE0221.geopotential number by the normal gravity value computed on the
 PE0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0221.degrees latitude (g = 980.6199 gals.).
 PE0221
 PE0221.The modeled gravity was interpolated from observed gravity values.
 PE0221
 PE0221;                    North         East    Units  Estimated Accuracy
 PE0221;SPC ME E     -    82,230.      337,660.      MT  (+/- 180 meters Scaled)
 PE0221
 PE0221                          SUPERSEDED SURVEY CONTROL
 PE0221
 PE0221  NGVD 29 (??/??/92)   10.434  (m)           34.23   (f) ADJ UNCH    2 0
 PE0221
 PE0221.Superseded values are not recommended for survey control.
 PE0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0221.See file dsdata.txt to determine how the superseded data were derived.
 PE0221
 PE0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK774174(NAD 83)
 PE0221_MARKER: DS = TRIANGULATION STATION DISK
 PE0221_SETTING: 66 = SET IN ROCK OUTCROP
 PE0221_SP_SET: BEDROCK
 PE0221_STAMPING: RAY 1950
 PE0221_MARK LOGO: CGS   
 PE0221_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE0221_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0221+STABILITY: POSITION/ELEVATION WELL
 PE0221
 PE0221  HISTORY     - Date     Condition        Report By
 PE0221  HISTORY     - 1950     MONUMENTED       CGS
 PE0221  HISTORY     - 1965     GOOD             CGS
 PE0221  HISTORY     - 1966     GOOD             CGS
 PE0221  HISTORY     - 1966     GOOD             NGS
 PE0221  HISTORY     - 1980     GOOD             NGS
 PE0221  HISTORY     - 19800101 GOOD             NGS
 PE0221  HISTORY     - 1986     GOOD             NOS
 PE0221
 PE0221                          STATION DESCRIPTION
 PE0221
 PE0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (NCS)
 PE0221'STATION MARK IS A STANDARD DISK STAMPED RAY 1950, SET IN A
 PE0221'DRILL HOLE IN THE HIGHEST PART OF A LARGE AREA OF EXPOSED
 PE0221'BEDROCK, THAT IS ONLY SLIGHTLY ABOVE SURROUNDING
 PE0221'CONTOURS.  IT IS 135 FEET SOUTH OF THE SOUTHEAST CORNER OF
 PE0221'PROSPECT HARBOR COMMUNITY HOUSE (SAME BUILDING AS PROSPECT
 PE0221'HARBOR TALL CHURCH SPIRE 1934), AND ABOUT THE SAME DISTANCE
 PE0221'WEST OF STATE HIGHWAY 186, ON LAND OF NICKERSON.
 PE0221'
 PE0221'RM 1 IS A STANDARD DISK STAMPED RAY NO 1 1950, SET IN A DRILL
 PE0221'HOLE IN A ROUNDED EXPOSURE OF BEDROCK NORTHEAST OF
 PE0221'AND ABOUT THE SAME ELEVATION AS THE STATION MARK.
 PE0221'
 PE0221'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PE0221'AT PROSPECT HARBOR.
 PE0221
 PE0221                          STATION RECOVERY (1966)
 PE0221
 PE0221'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (RRG)
 PE0221'THE STATION AND REFERENCE MARK NO. 1 WAS RECOVERED AND IN GOOD
 PE0221'CONDITION.
 PE0221'
 PE0221'THE STATION MAY BE REACHED BY GOING 0.25 MILE SOUTH ALONG STATE
 PE0221'HIGHWAY 186 FROM THE POST OFFICE AT PROSPECT HARBOR.  THE
 PE0221'STATION IS LOCATED ON THE HIGHEST PART OF A LARGE AREA OF
 PE0221'EXPOSED BEDROCK, 135 FEET WEST OF THE CENTER LINE OF THE
 PE0221'HIGHWAY, 136 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 PE0221'COMMUNITY HOUSE, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE
 PE0221'HIGHWAY.  THE DISK IS STAMPED RAY 1950.
 PE0221'
 PE0221'RAY RM NO. 1 IS 43.3 FEET NORTHEAST OF THE STATION, 108 FEET
 PE0221'WEST OF THE CENTER LINE OF THE HIGHWAY, 107 FEET SOUTHEAST OF
 PE0221'THE SOUTHEAST CORNER OF THE COMMUNITY HOUSE AND ABOUT 3 FEET
 PE0221'ABOVE THE LEVEL OF THE HIGHWAY.  THE DISK IS STAMPED RAY NO 1
 PE0221'1950.
 PE0221
 PE0221                          STATION RECOVERY (1966)
 PE0221
 PE0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 PE0221'0.2 MI S FROM PROSPECT HARBOR.
 PE0221'0.25 MILE SOUTH ALONG STATE HIGHWAY 186 FROM THE POST OFFICE AT
 PE0221'PROSPECT HARBOR, SET ON THE TOP OF THE HIGHEST PART OF A LARGE
 PE0221'AREA OF EXPOSED BEDROCK, 136 FEET WEST OF THE CENTER LINE OF
 PE0221'THE HIGHWAY, 135 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 PE0221'COMMUNITY HOUSE, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 PE0221
 PE0221                          STATION RECOVERY (1980)
 PE0221
 PE0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 PE0221'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 PE0221'CONDITION.  THE DISTANCE TO REFERENCE MARK 1 CHECKED BUT A LOWER VALUE
 PE0221'OF 5 MINUTES WAS NOTED IN THE DIRECTION.  BENCH MARK W 69 WAS
 PE0221'DESTROYED WHEN A NEW FIRE STATION WAS BUILT.  W 69 NO 1 WAS MEASURED
 PE0221'TO AND CUT-IN AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 PE0221'
 PE0221'THE STATION IS LOCATED IN THE TOWN OF PROSPECT HARBOR, IN A LARGE
 PE0221'AREA OF EXPOSED BEDROCK.  IT IS 0.25 MILE SOUTH ALONG STATE HIGHWAY
 PE0221'186 FROM THE POST OFFICE IN PROSPECT HARBOR.
 PE0221'
 PE0221'THE STATION MARK STAMPED---RAY 1950---IS A STANDARD DISK CEMENTED IN
 PE0221'A DRILL HOLE IN A LARGE EXPOSED ROCK OUTCROP.  IT IS 136 FEET WEST
 PE0221'OF THE CENTER OF HIGHWAY 186, 130 FEET SOUTH OF THE SOUTHEAST CORNER
 PE0221'OF THE COMMUNITY HOUSE AND 42 FEET SOUTHEAST OF A POWERLINE POLE.
 PE0221'
 PE0221'REFERENCE MARK 1 STAMPED---RAY NO 1 1950---IS A STANDARD DISK
 PE0221'CEMENTED IN A DRILL HOLE IN ROCK OUTCROP ABOUT 1-FOOT LOWER THAN THE
 PE0221'STATION MARK.  IT IS 107 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 PE0221'COMMUNITY HOUSE AND 107 FEET WEST OF THE CENTER OF HIGHWAY 186.
 PE0221'
 PE0221'W 69 NO 1 STAMPED---W 69 NO 1 1935---IS A STANDARD REFERENCE MARK
 PE0221'DISK CEMENTED IN A DRILL HOLE IN ROCK OUTCROP THAT IS ABOUT LEVEL WITH
 PE0221'THE HIGHWAY.  IT IS 31 FEET WEST OF THE CENTER OF HIGHWAY 186, 31 FEET
 PE0221'SOUTH OF A POWERLINE POLE AND 25 FEET NORTH OF A FIRE HYDRANT.
 PE0221
 PE0221                          STATION RECOVERY (1980)
 PE0221
 PE0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 PE0221'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 PE0221'CONDITION.  THE DISTANCE TO REFERENCE MARK 1 CHECKED BUT A LOWER VALUE
 PE0221'OF 5 MINUTES WAS NOTED IN THE DIRECTION.  BENCH MARK W 69 WAS
 PE0221'DESTROYED WHEN A NEW FIRE STATION WAS BUILT.  W 69 NO 1 WAS MEASURED
 PE0221'TO AND CUT-IN AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 PE0221' 
 PE0221'THE STATION IS LOCATED IN THE TOWN OF PROSPECT HARBOR, IN A LARGE AREA
 PE0221'OF EXPOSED BEDROCK.  IT IS 0.25 MI (0.40 KM) SOUTH ALONG STATE HIGHWAY
 PE0221'186 FROM THE POST OFFICE IN PROSPECT HARBOR.
 PE0221' 
 PE0221'THE STATION MARK STAMPED--RAY 1950--, IS A STANDARD DISK CEMENTED IN A
 PE0221'DRILL HOLE IN A LARGE EXPOSED ROCK OUTCROP.  IT IS 136 FT (41.5 M)
 PE0221'WEST OF THE CENTER OF HIGHWAY 186, 130 FT (39.6 M) SOUTH OF THE
 PE0221'SOUTHEAST CORNER OF THE COMMUNITY HOUSE AND 42 FT (12.8 M) SOUTHEAST
 PE0221'OF A POWERLINE POLE. REFERENCE MARK 1 STAMPED--RAY NO 1 1950--, IS A
 PE0221'STANDARD DISK CEMENTED IN A DRILL HOLE IN ROCK OUTCROP ABOUT 1 FT (0.3
 PE0221'M) LOWER THAN THE STATION MARK.  IT IS 107 FT (32.6 M) SOUTHEAST OF
 PE0221'THE SOUTHEAST CORNER OF THE COMMUNITY HOUSE AND 107 FT (32.6 M) WEST
 PE0221'OF THE CENTER OF HIGHWAY 186.  W 69 NO 1 STAMPED--W 69 NO 1 1935--, IS
 PE0221'A STANDARD REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN ROCK
 PE0221'OUTCROP THAT IS ABOUT LEVEL WITH THE HIGHWAY.  IT IS 31 FT (9.4 M)
 PE0221'WEST OF THE CENTER OF HIGHWY 186, 31 FT (9.4 M) SOUTH OF A POWERLINE
 PE0221'POLE AND 25 FT (7.6 M) NORTH OF A FIRE HYDRANT.  DESCRIBED BY ALFRED
 PE0221'BAUGH.
 PE0221
 PE0221                          STATION RECOVERY (1986)
 PE0221
 PE0221'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1986 (JED)
 PE0221'THE STATION WAS RECOVERED AT THIS DATE.
 PE0221'THE STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD CONDITION
 PE0221'BY THE 1966 DESCRIPTION.
 PE0221'
 PE0221'RECOVERED BY JED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0222 ***********************************************************************
 PE0222  DESIGNATION -  RAY RM 1
 PE0222  PID         -  PE0222
 PE0222  STATE/COUNTY-  ME/HANCOCK
 PE0222  USGS QUAD   -  WINTER HARBOR (1985)
 PE0222
 PE0222                         *CURRENT SURVEY CONTROL
 PE0222  ___________________________________________________________________
 PE0222* NAD 83(1986)-  44 24 25.     (N)    068 01 39.     (W)     SCALED    
 PE0222* NAVD 88     -         9.892  (meters)      32.45   (feet)  ADJUSTED  
 PE0222  ___________________________________________________________________
 PE0222  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 PE0222  DYNAMIC HT  -           9.891 (meters)      32.45  (feet)  COMP
 PE0222  MODELED GRAV-     980,564.3   (mgal)                       NAVD 88
 PE0222
 PE0222  VERT ORDER  -  SECOND    CLASS 0
 PE0222
 PE0222.The horizontal coordinates were scaled from a topographic map and have
 PE0222.an estimated accuracy of +/- 6 seconds.
 PE0222
 PE0222.The orthometric height was determined by differential leveling
 PE0222.and adjusted by the National Geodetic Survey in June 1991..
 PE0222
 PE0222.The geoid height was determined by GEOID03.
 PE0222
 PE0222.The dynamic height is computed by dividing the NAVD 88
 PE0222.geopotential number by the normal gravity value computed on the
 PE0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0222.degrees latitude (g = 980.6199 gals.).
 PE0222
 PE0222.The modeled gravity was interpolated from observed gravity values.
 PE0222
 PE0222;                    North         East    Units  Estimated Accuracy
 PE0222;SPC ME E     -    82,360.      337,630.      MT  (+/- 180 meters Scaled)
 PE0222
 PE0222                          SUPERSEDED SURVEY CONTROL
 PE0222
 PE0222  NGVD 29 (??/??/92)   10.090  (m)           33.10   (f) ADJ UNCH    2 0
 PE0222
 PE0222.Superseded values are not recommended for survey control.
 PE0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0222.See file dsdata.txt to determine how the superseded data were derived.
 PE0222
 PE0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK774175(NAD 83)
 PE0222_MARKER: DR = REFERENCE MARK DISK
 PE0222_SETTING: 66 = SET IN ROCK OUTCROP
 PE0222_SP_SET: BEDROCK
 PE0222_STAMPING: RAY NO 1 1950
 PE0222_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0222+STABILITY: POSITION/ELEVATION WELL
 PE0222
 PE0222  HISTORY     - Date     Condition        Report By
 PE0222  HISTORY     - 1950     MONUMENTED       CGS
 PE0222  HISTORY     - 1966     GOOD             NGS
 PE0222
 PE0222                          STATION DESCRIPTION
 PE0222
 PE0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0222'0.2 MI S FROM PROSPECT HARBOR.
 PE0222'0.25 MILE SOUTH ALONG STATE HIGHWAY 186 FROM THE POST OFFICE AT
 PE0222'PROSPECT HARBOR, SET ON THE TOP OF A LARGE AREA OF EXPOSED
 PE0222'BEDROCK, 108 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 107
 PE0222'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE COMMUNITY HOUSE,
 PE0222'43.4 FEET NORTHEAST OF TRIANGULATION STATION RAY DESCRIBED AND
 PE0222'3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1986 ***********************************************************************
 OC1986  DESIGNATION -  RAYMOND TV MAST WGAN
 OC1986  PID         -  OC1986
 OC1986  STATE/COUNTY-  ME/CUMBERLAND
 OC1986  USGS QUAD   -  RAYMOND (1981)
 OC1986
 OC1986                         *CURRENT SURVEY CONTROL
 OC1986  ___________________________________________________________________
 OC1986* NAD 83(1996)-  43 55 28.44314(N)    070 29 26.76579(W)     ADJUSTED  
 OC1986* NAVD 88     -                                                        
 OC1986  ___________________________________________________________________
 OC1986  LAPLACE CORR-           4.28  (seconds)                    DEFLEC99
 OC1986  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 OC1986
 OC1986  HORZ ORDER  -  THIRD
 OC1986
 OC1986.The horizontal coordinates were established by classical geodetic methods
 OC1986.and adjusted by the National Geodetic Survey in March 1998..
 OC1986
 OC1986
 OC1986.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1986
 OC1986.The geoid height was determined by GEOID03.
 OC1986
 OC1986;                    North         East     Units Scale Factor Converg.
 OC1986;SPC ME W     -   121,283.282   873,972.994   MT  0.99997500   -0 13 29.4
 OC1986;UTM  19      - 4,864,574.923   380,327.126   MT  0.99977615   -1 02 03.4
 OC1986
 OC1986                          SUPERSEDED SURVEY CONTROL
 OC1986
 OC1986  NAD 83(1992)-  43 55 28.44236(N)    070 29 26.76639(W) AD(       ) 4
 OC1986  NAD 83(1986)-  43 55 28.44902(N)    070 29 26.77136(W) AD(       ) 4
 OC1986  NAD 27      -  43 55 28.18723(N)    070 29 28.57662(W) AD(       ) 3
 OC1986
 OC1986.Superseded values are not recommended for survey control.
 OC1986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1986.See file dsdata.txt to determine how the superseded data were derived.
 OC1986
 OC1986_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ8032764575(NAD 83)
 OC1986_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OC1986+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2005
 OC1986
 OC1986  HISTORY     - Date     Condition        Report By
 OC1986  HISTORY     - UNK      MONUMENTED
 OC1986  HISTORY     - 1976     SEE DESCRIPTION  NGS
 OC1986  HISTORY     - 20050606 GOOD             GEOCAC
 OC1986
 OC1986                          STATION DESCRIPTION
 OC1986
 OC1986'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC1986'THE STATION WAS RECOVERED AS DESCRIBED BY R.C. ARNOLD IN 1975.
 OC1986'HOWEVER, THE MAST IS IN CUMBERLAND COUNTY NOT ANDROSCOGGIN AS
 OC1986'NOTED IN THE 1975 DESCRIPTION.
 OC1986'
 OC1986'DESCRIBED BY GREGORY S. NELSON
 OC1986
 OC1986                          STATION RECOVERY (2005)
 OC1986
 OC1986'RECOVERY NOTE BY GEOCACHING 2005 (JKS)
 OC1986'RECOVERED AS DESCRIBED. THIS IS ONE OF THE OLDEST BROADCAST TOWERS IN
 OC1986'THE COUNTRY AND AT THE TIME IT WAS BUILT, WAS THE TALLEST STRUCTURE IN
 OC1986'THE WORLD. JKS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0872 ***********************************************************************
 PD0872  DESIGNATION -  RAZOR ISLAND 1886
 PD0872  PID         -  PD0872
 PD0872  STATE/COUNTY-  ME/WASHINGTON
 PD0872  USGS QUAD   -  EASTPORT (1977)
 PD0872
 PD0872                         *CURRENT SURVEY CONTROL
 PD0872  ___________________________________________________________________
 PD0872* NAD 83(1996)-  44 53 49.01741(N)    067 04 29.17822(W)     ADJUSTED  
 PD0872* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 PD0872  ___________________________________________________________________
 PD0872  LAPLACE CORR-           3.76  (seconds)                    DEFLEC99
 PD0872  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 PD0872
 PD0872  HORZ ORDER  -  THIRD
 PD0872
 PD0872.The horizontal coordinates were established by classical geodetic methods
 PD0872.and adjusted by the National Geodetic Survey in March 1998..
 PD0872
 PD0872.The orthometric height was scaled from a topographic map.
 PD0872
 PD0872.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0872
 PD0872.The geoid height was determined by GEOID03.
 PD0872
 PD0872;                    North         East     Units Scale Factor Converg.
 PD0872;SPC ME E     -   137,680.846   412,564.794   MT  1.00005576   +1 00 21.9
 PD0872;UTM  19      - 4,973,305.829   652,009.331   MT  0.99988414   +1 21 32.9
 PD0872
 PD0872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0872!SPC ME E     -   1.00000341  x   1.00005576  =   1.00005917
 PD0872!UTM  19      -   1.00000341  x   0.99988414  =   0.99988755
 PD0872
 PD0872                          SUPERSEDED SURVEY CONTROL
 PD0872
 PD0872  NAD 83(1992)-  44 53 49.00738(N)    067 04 29.17905(W) AD(       ) 3
 PD0872  NAD 83(1986)-  44 53 49.00487(N)    067 04 29.18114(W) AD(       ) 3
 PD0872  NAD 27      -  44 53 48.71900(N)    067 04 31.25200(W) AD(       ) 3
 PD0872
 PD0872.Superseded values are not recommended for survey control.
 PD0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0872.See file dsdata.txt to determine how the superseded data were derived.
 PD0872
 PD0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5200973306(NAD 83)
 PD0872_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PD0872_SETTING: 0 = UNSPECIFIED SETTING
 PD0872_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0872_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PD0872
 PD0872  HISTORY     - Date     Condition        Report By
 PD0872  HISTORY     - 1886     MONUMENTED       CGS
 PD0872  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0872  HISTORY     - 1985     MARK NOT FOUND   NOS
 PD0872
 PD0872                          STATION DESCRIPTION
 PD0872
 PD0872'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0872'STATION IS ON A SMALL ISLAND OF THAT NAME LYING IN COBSCOOK
 PD0872'BAY, ABOUT 1/2 MILE WSW FROM THE NW POINT OF SEAWARD NECK
 PD0872'AND ABOUT 1 MILE E OF YOUNGS POINT OF DENBOW NECK.  THE
 PD0872'STATION WAS ORIGINALLY MARKED BY A PINE POST 12 FEET LONG
 PD0872'AND 10 INCHES IN DIAMETER, AND A DRILL HOLE IN A PROJECTING
 PD0872'STONE 6 INCHES FROM THE CENTER OF THE POST AND ON ITS W
 PD0872'SIDE.  IN 1913 ONLY A DRILL HOLE WAS FOUND, AND ACCORDING TO
 PD0872'THE OBSERVER THE ONLY WAY A POST COULD HAVE BEEN PLACED AND BE
 PD0872'6 INCHES FROM THE DRILL HOLE IS TO THE S.  SO A BRONZE DISK
 PD0872'STATION MARK, CENTERED IN A DRAIN TILE FILLED WITH CEMENT,
 PD0872'WAS PLACED 6 INCHES FROM THE DRILL HOLE, AND PROJECTS ABOUT
 PD0872'6 INCHES FROM THE GROUND.  THE BASE ALONE REMAINS.  A
 PD0872'BROKEN DRAIN TILE FILLED WITH CEMENT 11.18 METERS E OF THE
 PD0872'STATION.
 PD0872
 PD0872                          STATION RECOVERY (1985)
 PD0872
 PD0872'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1985 (WVH)
 PD0872'THE STATION NOT RECOVERED AT THIS DATE.
 PD0872'NO EVIDENCE EXISTS ON THE SMALL THIN DIRT ISLAND.  THE STATION WAS
 PD0872'PROBABLY DESTROYED BY EROSION.  A NEW STATION WAS ESTABLISHED.  SEE
 PD0872'RAZOR ISLAND 2.
 PD0872'
 PD0872'DESCRIBED BY G.E.L.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0661 ***********************************************************************
 PD0661  DESIGNATION -  RAZOR ISLAND 2
 PD0661  PID         -  PD0661
 PD0661  STATE/COUNTY-  ME/WASHINGTON
 PD0661  USGS QUAD   -  EASTPORT (1977)
 PD0661
 PD0661                         *CURRENT SURVEY CONTROL
 PD0661  ___________________________________________________________________
 PD0661* NAD 83(1996)-  44 53 49.18995(N)    067 04 28.50381(W)     ADJUSTED  
 PD0661* NAVD 88     -         6.8    (meters)      22.     (feet)  VERTCON   
 PD0661  ___________________________________________________________________
 PD0661  LAPLACE CORR-           3.76  (seconds)                    DEFLEC99
 PD0661  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 PD0661
 PD0661  HORZ ORDER  -  THIRD
 PD0661
 PD0661.The horizontal coordinates were established by classical geodetic methods
 PD0661.and adjusted by the National Geodetic Survey in March 1998..
 PD0661
 PD0661.The NAVD 88 height was computed by applying the VERTCON shift value to
 PD0661.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PD0661
 PD0661.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0661
 PD0661.The geoid height was determined by GEOID03.
 PD0661
 PD0661;                    North         East     Units Scale Factor Converg.
 PD0661;SPC ME E     -   137,686.431   412,579.496   MT  1.00005580   +1 00 22.4
 PD0661;UTM  19      - 4,973,311.504   652,023.996   MT  0.99988419   +1 21 33.4
 PD0661
 PD0661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0661!SPC ME E     -   1.00000247  x   1.00005580  =   1.00005827
 PD0661!UTM  19      -   1.00000247  x   0.99988419  =   0.99988666
 PD0661
 PD0661                          SUPERSEDED SURVEY CONTROL
 PD0661
 PD0661  NAD 83(1992)-  44 53 49.18006(N)    067 04 28.50484(W) AD(       ) 3
 PD0661  NAD 83(1986)-  44 53 49.17977(N)    067 04 28.50539(W) AD(       ) 3
 PD0661  NGVD 29 (09/20/87)    7.0    (m)           23.     (f) VERT ANG       
 PD0661
 PD0661.Superseded values are not recommended for survey control.
 PD0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0661.See file dsdata.txt to determine how the superseded data were derived.
 PD0661
 PD0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5202473312(NAD 83)
 PD0661_MARKER: DD = SURVEY DISK
 PD0661_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PD0661_SP_SET: TOP OF METAL PIPE IN CONCRETE
 PD0661_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 PD0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0661+STABILITY: SURFACE MOTION
 PD0661
 PD0661  HISTORY     - Date     Condition        Report By
 PD0661  HISTORY     - 1985     MONUMENTED       NOS
 PD0661
 PD0661                          STATION DESCRIPTION
 PD0661
 PD0661'DESCRIBED BY NATIONAL OCEAN SERVICE 1985 (WVH)
 PD0661'THE STATION IS LOCATED AT THE TOP CENTER OF RAZOR ISLAND.
 PD0661'
 PD0661'THE STATION WAS REACHED BY BOAT.
 PD0661'
 PD0661'THE STATION IS A NOS ALUMINUM DISK STAMPED---RAZOR ISLAND 2 1985---,
 PD0661'AFFIXED TO THE TOP OF A 1.1 METER ALUMINUM ROD EMBEDED IN CONCRETE
 PD0661'AND PROJECTS 0.05 METERS.  IT IS LOCATED, 10.7 METERS (35.0 FT) EAST
 PD0661'FROM THE WEST END OF NARROW BLUFF, 5.5 METERS (18 FT) WEST FROM THE
 PD0661'EAST END OF NARROW BLUFF, 0.9 METERS (3.0 FT) SOUTH FROM THE NORTH
 PD0661'SIDE OF BLUFF, 1.2 METERS (4.0 FT) NORTH FROM THE SOUTH SIDE OF
 PD0661'BLUFF.
 PD0661'
 PD0661'HEIGHT OF LIGHT SHOWN WAS 1.4 METERS ABOVE THE MARK.
 PD0661'DESCRIBED BY G.E.L.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1610 ***********************************************************************
 OC1610  DESIGNATION -  RED BARN CUPOLA BREAK
 OC1610  PID         -  OC1610
 OC1610  STATE/COUNTY-  ME/CUMBERLAND
 OC1610  USGS QUAD   -  CAPE ELIZABETH (1975)
 OC1610
 OC1610                         *CURRENT SURVEY CONTROL
 OC1610  ___________________________________________________________________
 OC1610* NAD 83(1996)-  43 33 23.11188(N)    070 14 29.73901(W)     ADJUSTED  
 OC1610* NAVD 88     -                                                        
 OC1610  ___________________________________________________________________
 OC1610  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 OC1610  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 OC1610
 OC1610  HORZ ORDER  -  THIRD
 OC1610
 OC1610.The horizontal coordinates were established by classical geodetic methods
 OC1610.and adjusted by the National Geodetic Survey in March 1998..
 OC1610
 OC1610
 OC1610.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1610
 OC1610.The geoid height was determined by GEOID03.
 OC1610
 OC1610;                    North         East     Units Scale Factor Converg.
 OC1610;SPC ME W     -    80,332.469   893,945.960   MT  0.99996712   -0 03 05.9
 OC1610;UTM  19      - 4,823,356.077   399,717.259   MT  0.99972370   -0 51 20.2
 OC1610
 OC1610                          SUPERSEDED SURVEY CONTROL
 OC1610
 OC1610  NAD 83(1992)-  43 33 23.11024(N)    070 14 29.74016(W) AD(       ) 4
 OC1610  NAD 83(1986)-  43 33 23.11625(N)    070 14 29.74573(W) AD(       ) 4
 OC1610  NAD 27      -  43 33 22.81000(N)    070 14 31.58000(W) AD(       ) 3
 OC1610
 OC1610.Superseded values are not recommended for survey control.
 OC1610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1610.See file dsdata.txt to determine how the superseded data were derived.
 OC1610
 OC1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9971723356(NAD 83)
 OC1610
 OC1610  HISTORY     - Date     Condition        Report By
 OC1610  HISTORY     - 1923     MONUMENTED       CGS
 OC1610
 OC1610                          STATION DESCRIPTION
 OC1610
 OC1610'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (OWS)
 OC1610'THIS STATION IS THE CUPOLA ON A LARGE PROMINENT RED BARN ON THE
 OC1610'PROPERTY KNOWN AS BREAKWATER FARM.  IT IS ABOUT 2 MILES W OF THE
 OC1610'CAPE ELIZABETH TWIN LIGHTS AND ABOUT 100 METERS FROM THE SHORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1792 ***********************************************************************
 PE1792  DESIGNATION -  RED BEACON
 PE1792  PID         -  PE1792
 PE1792  STATE/COUNTY-  ME/HANCOCK
 PE1792  USGS QUAD   -  BAR HARBOR (1982)
 PE1792
 PE1792                         *CURRENT SURVEY CONTROL
 PE1792  ___________________________________________________________________
 PE1792* NAD 83(1996)-  44 29 52.07189(N)    068 12 31.60990(W)     ADJUSTED  
 PE1792* NAVD 88     -                                                        
 PE1792  ___________________________________________________________________
 PE1792  LAPLACE CORR-           3.97  (seconds)                    DEFLEC99
 PE1792  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 PE1792
 PE1792  HORZ ORDER  -  THIRD
 PE1792
 PE1792.The horizontal coordinates were established by classical geodetic methods
 PE1792.and adjusted by the National Geodetic Survey in March 1998..
 PE1792
 PE1792
 PE1792.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1792
 PE1792.The geoid height was determined by GEOID03.
 PE1792
 PE1792;                    North         East     Units Scale Factor Converg.
 PE1792;SPC ME E     -    92,382.189   323,159.115   MT  0.99990659   +0 12 14.8
 PE1792;UTM  19      - 4,927,468.977   562,902.574   MT  0.99964866   +0 33 16.5
 PE1792
 PE1792                          SUPERSEDED SURVEY CONTROL
 PE1792
 PE1792  NAD 83(1992)-  44 29 52.06679(N)    068 12 31.61236(W) AD(       ) 4
 PE1792  NAD 83(1986)-  44 29 52.06520(N)    068 12 31.61608(W) AD(       ) 4
 PE1792  NAD 27      -  44 29 51.79000(N)    068 12 33.56000(W) AD(       ) 3
 PE1792
 PE1792.Superseded values are not recommended for survey control.
 PE1792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1792.See file dsdata.txt to determine how the superseded data were derived.
 PE1792
 PE1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK6290327469(NAD 83)
 PE1792
 PE1792  HISTORY     - Date     Condition        Report By
 PE1792  HISTORY     - UNK      MONUMENTED
 PE1792  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE1792
 PE1792                          STATION DESCRIPTION
 PE1792
 PE1792'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1792'RECOVERED BUT LEANING.  LETTER FROM COAST GUARD, DATED SEPTEMBER
 PE1792'28, 1944, FOLLOWS--THERE IS NO INFORMATION AVAILABLE AS TO DATE
 PE1792'OF CONSTRUCTION, AS IT WAS BEFORE 1870.  ACCORDING TO RECORDS IN
 PE1792'THIS OFFICE, NO CHANGES IN LOCATION HAVE BEEN MADE SINCE THAT
 PE1792'TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2212 ***********************************************************************
 OC2212  DESIGNATION -  RED HILL
 OC2212  PID         -  OC2212
 OC2212  STATE/COUNTY-  ME/YORK
 OC2212  USGS QUAD   -  KITTERY (1989)
 OC2212
 OC2212                         *CURRENT SURVEY CONTROL
 OC2212  ___________________________________________________________________
 OC2212* NAD 83(1996)-  43 04 59.88975(N)    070 41 15.34362(W)     ADJUSTED  
 OC2212* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 OC2212  ___________________________________________________________________
 OC2212  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 OC2212  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 OC2212
 OC2212  HORZ ORDER  -  THIRD
 OC2212
 OC2212.The horizontal coordinates were established by classical geodetic methods
 OC2212.and adjusted by the National Geodetic Survey in March 1998..
 OC2212
 OC2212.The orthometric height was scaled from a topographic map.
 OC2212
 OC2212.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2212
 OC2212.The geoid height was determined by GEOID03.
 OC2212
 OC2212;                    North         East     Units Scale Factor Converg.
 OC2212;SPC ME W     -    27,900.371   857,581.765   MT  0.99998879   -0 21 21.0
 OC2212;SPC NH       -    65,261.467   379,724.089   MT  1.00004483   +0 40 07.7
 OC2212;SPC NH       -   214,112.00  1,245,811.45   sFT  1.00004483   +0 40 07.7
 OC2212;UTM  19      - 4,771,447.550   362,631.483   MT  0.99983214   -1 09 10.5
 OC2212
 OC2212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2212!SPC ME W     -   1.00000232  x   0.99998879  =   0.99999111
 OC2212!SPC NH       -   1.00000232  x   1.00004483  =   1.00004715
 OC2212!UTM  19      -   1.00000232  x   0.99983214  =   0.99983446
 OC2212
 OC2212|---------------------------------------------------------------------|
 OC2212| PID    Reference Object                     Distance      Geod. Az  |
 OC2212|                                                           dddmmss.s |
 OC2212| OC2209 PINE HILL                           379.039 METERS 34931     |
 OC2212|---------------------------------------------------------------------|
 OC2212
 OC2212                          SUPERSEDED SURVEY CONTROL
 OC2212
 OC2212  NAD 83(1992)-  43 04 59.88873(N)    070 41 15.34375(W) AD(       ) 3
 OC2212  NAD 83(1986)-  43 04 59.89212(N)    070 41 15.34734(W) AD(       ) 3
 OC2212  NAD 27      -  43 04 59.56000(N)    070 41 17.16000(W) AD(       ) 3
 OC2212
 OC2212.Superseded values are not recommended for survey control.
 OC2212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2212.See file dsdata.txt to determine how the superseded data were derived.
 OC2212
 OC2212_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH6263171448(NAD 83)
 OC2212
 OC2212  HISTORY     - Date     Condition        Report By
 OC2212  HISTORY     - UNK      MONUMENTED
 OC2212  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OC2212
 OC2212                          STATION DESCRIPTION
 OC2212
 OC2212'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (EHK)
 OC2212'STATION WAS NOT RECOVERED.  THIS IS AN UNDESCRIBED TRIANGULATION
 OC2212'STATION.  A SEARCH IN THE AREA INDICATED BY THE
 OC2212'GEOGRAPHIC POSITION REVEALED NO TRACE OF A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2383 ***********************************************************************
 PE2383  DESIGNATION -  RED HOUSE CENTER CHIMNEY
 PE2383  PID         -  PE2383
 PE2383  STATE/COUNTY-  ME/LINCOLN
 PE2383  USGS QUAD   -  WALDOBORO WEST (1988)
 PE2383
 PE2383                         *CURRENT SURVEY CONTROL
 PE2383  ___________________________________________________________________
 PE2383* NAD 83(1996)-  44 02 05.54085(N)    069 24 02.32038(W)     ADJUSTED  
 PE2383* NAVD 88     -                                                        
 PE2383  ___________________________________________________________________
 PE2383  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 PE2383  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 PE2383
 PE2383  HORZ ORDER  -  THIRD
 PE2383
 PE2383.The horizontal coordinates were established by classical geodetic methods
 PE2383.and adjusted by the National Geodetic Survey in March 1998..
 PE2383
 PE2383
 PE2383.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2383
 PE2383.The geoid height was determined by GEOID03.
 PE2383
 PE2383;                    North         East     Units Scale Factor Converg.
 PE2383;SPC ME W     -   133,773.307   961,401.738   MT  1.00001302   +0 31 56.9
 PE2383;SPC ME E     -    41,301.399   227,812.167   MT  0.99996407   -0 37 33.8
 PE2383;UTM  19      - 4,875,824.078   467,897.490   MT  0.99961267   -0 16 42.6
 PE2383
 PE2383                          SUPERSEDED SURVEY CONTROL
 PE2383
 PE2383  NAD 83(1992)-  44 02 05.54662(N)    069 24 02.30764(W) AD(       ) 4
 PE2383  NAD 83(1986)-  44 02 05.55104(N)    069 24 02.31361(W) AD(       ) 4
 PE2383  NAD 27      -  44 02 05.25000(N)    069 24 04.11000(W) AD(       ) 3
 PE2383
 PE2383.Superseded values are not recommended for survey control.
 PE2383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2383.See file dsdata.txt to determine how the superseded data were derived.
 PE2383
 PE2383_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ6789775824(NAD 83)
 PE2383
 PE2383  HISTORY     - Date     Condition        Report By
 PE2383  HISTORY     - UNK      MONUMENTED
 PE2383  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2383  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2383
 PE2383                          STATION DESCRIPTION
 PE2383
 PE2383'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2383'THIS STATION IS LOST.
 PE2383
 PE2383                          STATION RECOVERY (1943)
 PE2383
 PE2383'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2383'LISTED AS LOST IN 1934.
 PE2383'
 PE2383'THE HOUSE WAS FORMERLY PAINTED RED AND WAS OWNED BY CORNELIUS
 PE2383'GROSS, WHOSE DESCENDENTS NOW LIVE IN THE HOUSE.  THE HOUSE IS
 PE2383'NOW PAINTED WHITE.  IT IS A ONE-STORY STRUCTURE TRIMMED WITH
 PE2383'GREEN, HAS TWO SECTIONS, SHINGLED ROOFS, AND TWO BRICK
 PE2383'CHIMNEYS.  THE E SECTION OF THE HOUSE IS THE ORIGINAL PART AND
 PE2383'THE CHIMNEY ON THAT SECTION WAS PRICKED AS THE ORIGINAL
 PE2383'STATION, WHICH SHOULD BE VERIFIED BY THE COMPILATION OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0335 ***********************************************************************
 OB0335  DESIGNATION -  RED HOUSE CHIMNEY
 OB0335  PID         -  OB0335
 OB0335  STATE/COUNTY-  ME/KNOX
 OB0335  USGS QUAD   -  FRIENDSHIP (1973)
 OB0335
 OB0335                         *CURRENT SURVEY CONTROL
 OB0335  ___________________________________________________________________
 OB0335* NAD 83(1996)-  43 58 34.53204(N)    069 21 38.47014(W)     ADJUSTED  
 OB0335* NAVD 88     -                                                        
 OB0335  ___________________________________________________________________
 OB0335  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 OB0335  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 OB0335
 OB0335  HORZ ORDER  -  THIRD
 OB0335
 OB0335.The horizontal coordinates were established by classical geodetic methods
 OB0335.and adjusted by the National Geodetic Survey in March 1998..
 OB0335
 OB0335
 OB0335.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0335
 OB0335.The geoid height was determined by GEOID03.
 OB0335
 OB0335;                    North         East     Units Scale Factor Converg.
 OB0335;SPC ME E     -    34,755.113   230,946.928   MT  0.99995863   -0 35 51.5
 OB0335;SPC ME W     -   127,291.354   964,668.325   MT  1.00001808   +0 33 34.8
 OB0335;UTM  19      - 4,869,299.201   471,070.773   MT  0.99961029   -0 15 01.6
 OB0335
 OB0335                          SUPERSEDED SURVEY CONTROL
 OB0335
 OB0335  NAD 83(1992)-  43 58 34.53571(N)    069 21 38.45588(W) AD(       ) 4
 OB0335  NAD 83(1986)-  43 58 34.54031(N)    069 21 38.46220(W) AD(       ) 4
 OB0335  NAD 27      -  43 58 34.27000(N)    069 21 40.24000(W) AD(       ) 3
 OB0335
 OB0335.Superseded values are not recommended for survey control.
 OB0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0335.See file dsdata.txt to determine how the superseded data were derived.
 OB0335
 OB0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ7107169299(NAD 83)
 OB0335
 OB0335  HISTORY     - Date     Condition        Report By
 OB0335  HISTORY     - UNK      MONUMENTED
 OB0335  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0335  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OB0335
 OB0335                          STATION DESCRIPTION
 OB0335
 OB0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (HOF)
 OB0335'COMPLETE NEW DESCRIPTION--
 OB0335'
 OB0335'THE STATION IS A RED BRICK CHIMNEY ON AN OLD UNPAINTED HOUSE,
 OB0335'WHICH IS LOCATED UPON A HILL.  IT IS THE ONLY HOUSE IN THIS
 OB0335'VICINITY AND HAS A LOW SECTION ON THE E END.
 OB0335'
 OB0335'THIS STATION SHOULD BE CONFIRMED BY THE AIR COMPILATION
 OB0335'OFFICE.  NOTE--VERIFIED.
 OB0335
 OB0335                          STATION RECOVERY (1943)
 OB0335
 OB0335'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 OB0335'THE HOUSE WAS FOUND BUT THE ORIGINAL CHIMNEY WAS REPLACED BY A
 OB0335'NEW ONE IN THE SAME LOCATION ON THE HOUSE IN 1926.  COMPLETE NEW
 OB0335'DESCRIPTION--
 OB0335'
 OB0335'THE STATION IS THE BRICK CHIMNEY OF A ONE-STORY WHITE HOUSE WITH
 OB0335'A GREEN ROOF AND TWO CHIMNEYS.  THE BRICK CHIMNEY IS E OF A STONE
 OB0335'CHIMNEY AND ON THE MAIN ORIGINAL PART OF THE HOUSE.  THE HOUSE IS W
 OB0335'OF HATCHET COVE AND N OF CRYSTAL POND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1889 ***********************************************************************
 OC1889  DESIGNATION -  RED HOUSE CUPOLA SHO
 OC1889  PID         -  OC1889
 OC1889  STATE/COUNTY-  ME/CUMBERLAND
 OC1889  USGS QUAD   -  PROUTS NECK (1978)
 OC1889
 OC1889                         *CURRENT SURVEY CONTROL
 OC1889  ___________________________________________________________________
 OC1889* NAD 83(1996)-  43 33 37.66310(N)    070 16 41.05581(W)     ADJUSTED  
 OC1889* NAVD 88     -                                                        
 OC1889  ___________________________________________________________________
 OC1889  LAPLACE CORR-           3.24  (seconds)                    DEFLEC99
 OC1889  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 OC1889
 OC1889  HORZ ORDER  -  THIRD
 OC1889
 OC1889.The horizontal coordinates were established by classical geodetic methods
 OC1889.and adjusted by the National Geodetic Survey in March 1998..
 OC1889
 OC1889
 OC1889.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1889
 OC1889.The geoid height was determined by GEOID03.
 OC1889
 OC1889;                    North         East     Units Scale Factor Converg.
 OC1889;SPC ME W     -    80,784.838   890,999.278   MT  0.99996766   -0 04 36.4
 OC1889;UTM  19      - 4,823,849.632   396,777.921   MT  0.99973106   -0 52 51.0
 OC1889
 OC1889                          SUPERSEDED SURVEY CONTROL
 OC1889
 OC1889  NAD 83(1992)-  43 33 37.66150(N)    070 16 41.05690(W) AD(       ) 4
 OC1889  NAD 83(1986)-  43 33 37.66752(N)    070 16 41.06249(W) AD(       ) 4
 OC1889  NAD 27      -  43 33 37.36000(N)    070 16 42.89800(W) AD(       ) 3
 OC1889
 OC1889.Superseded values are not recommended for survey control.
 OC1889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1889.See file dsdata.txt to determine how the superseded data were derived.
 OC1889
 OC1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9677823850(NAD 83)
 OC1889
 OC1889  HISTORY     - Date     Condition        Report By
 OC1889  HISTORY     - 1923     MONUMENTED       CGS
 OC1889
 OC1889                          STATION DESCRIPTION
 OC1889
 OC1889'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (OWS)
 OC1889'STATION IS THE CUPOLA ON A LARGE SQUARE HOUSE WITH A BRIGHT RED
 OC1889'ROOF.  IT IS LOCATED APPROXIMATELY 3/4 MILE W OF GRANDY HILL 2
 OC1889'ON THE OPPOSITE SIDE OF THE SPURWINK RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0869 ***********************************************************************
 PD0869  DESIGNATION -  RED ISLAND 1886
 PD0869  PID         -  PD0869
 PD0869  STATE/COUNTY-  ME/WASHINGTON
 PD0869  USGS QUAD   -  EASTPORT (1977)
 PD0869
 PD0869                         *CURRENT SURVEY CONTROL
 PD0869  ___________________________________________________________________
 PD0869* NAD 83(1996)-  44 54 44.34691(N)    067 04 55.58174(W)     ADJUSTED  
 PD0869* NAVD 88     -         5.5    (meters)      18.     (feet)  VERTCON   
 PD0869  ___________________________________________________________________
 PD0869  LAPLACE CORR-           3.64  (seconds)                    DEFLEC99
 PD0869  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 PD0869
 PD0869  HORZ ORDER  -  THIRD
 PD0869
 PD0869.The horizontal coordinates were established by classical geodetic methods
 PD0869.and adjusted by the National Geodetic Survey in March 1998..
 PD0869
 PD0869.The NAVD 88 height was computed by applying the VERTCON shift value to
 PD0869.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PD0869
 PD0869.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0869
 PD0869.The geoid height was determined by GEOID03.
 PD0869
 PD0869;                    North         East     Units Scale Factor Converg.
 PD0869;SPC ME E     -   139,378.521   411,955.687   MT  1.00005408   +1 00 04.2
 PD0869;UTM  19      - 4,974,999.427   651,389.879   MT  0.99988183   +1 21 15.6
 PD0869
 PD0869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0869!SPC ME E     -   1.00000269  x   1.00005408  =   1.00005677
 PD0869!UTM  19      -   1.00000269  x   0.99988183  =   0.99988452
 PD0869
 PD0869                          SUPERSEDED SURVEY CONTROL
 PD0869
 PD0869  NAD 83(1992)-  44 54 44.33700(N)    067 04 55.58258(W) AD(       ) 3
 PD0869  NAD 83(1986)-  44 54 44.33714(N)    067 04 55.58343(W) AD(       ) 3
 PD0869  NAD 83(1986)-  44 54 44.33195(N)    067 04 55.58556(W) AD(       ) 3
 PD0869  NAD 27      -  44 54 44.04600(N)    067 04 57.65200(W) AD(       ) 3
 PD0869  NGVD 29 (09/20/87)    5.7    (m)           19.     (f) VERT ANG       
 PD0869
 PD0869.Superseded values are not recommended for survey control.
 PD0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0869.See file dsdata.txt to determine how the superseded data were derived.
 PD0869
 PD0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5139074999(NAD 83)
 PD0869_MARKER: H = DRILL HOLE
 PD0869_SETTING: 66 = SET IN ROCK OUTCROP
 PD0869_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 PD0869_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0869_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0869+STABILITY: POSITION/ELEVATION WELL
 PD0869
 PD0869  HISTORY     - Date     Condition        Report By
 PD0869  HISTORY     - 1886     MONUMENTED       CGS
 PD0869  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0869  HISTORY     - 1985     POOR             NOS
 PD0869
 PD0869                          STATION DESCRIPTION
 PD0869
 PD0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0869'STATION IS ON RED ISLAND IN COBSCOOK BAY, ABOUT 3/8 MILE S
 PD0869'OF LINCOLN POINT.  THE ISLAND IS REMARKABLY RED IN APPEARANCE
 PD0869'AND IS ABOUT 20 FEET ABOVE HIGH WATER.  THE TOP ON THE SW
 PD0869'SIDE IS DENUDED OF SOIL AND ABOUT 10 FEET ABOVE HIGH WATER
 PD0869'AND THE STATION IS ON THIS BARE ROCK.
 PD0869'
 PD0869'STATION MARK IS A BRONZE STATION DISK SET IN THE RED LEDGE,
 PD0869'IN A CONCRETE COLLAR 2 INCHES HIGH.  A BROKEN TILE FILLED WITH
 PD0869'CEMENT IS 8.67 METERS EASTERLY FROM THE STATION.
 PD0869
 PD0869                          STATION RECOVERY (1985)
 PD0869
 PD0869'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1985 (WVH)
 PD0869'THE STATION WAS RECOVERED AT THIS DATE.
 PD0869'THE DISK AND CONCRETE COLLAR ARE GONE, ONLY A DRILL HOLE REMAINS.
 PD0869'THE BROKEN TILE WAS NOT FOUND.  THE STATION IS NORTWEST OF SEVERAL
 PD0869'DEAD TREES AND ON THE NORTHWEST EDGE OF THE ISLAND.
 PD0869'
 PD0869'HEIGHT OF LIGHT SHOWN WAS 1.4 METERS ABOVE THE MARK.
 PD0869'DESCRIBED BY G.E.L.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0859 ***********************************************************************
 PD0859  DESIGNATION -  RED RED ROOF BARN N GABLE
 PD0859  PID         -  PD0859
 PD0859  STATE/COUNTY-  ME/WASHINGTON
 PD0859  USGS QUAD   -  EASTPORT (1977)
 PD0859
 PD0859                         *CURRENT SURVEY CONTROL
 PD0859  ___________________________________________________________________
 PD0859* NAD 83(1996)-  44 55 13.97643(N)    067 00 10.13755(W)     ADJUSTED  
 PD0859* NAVD 88     -                                                        
 PD0859  ___________________________________________________________________
 PD0859  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 PD0859  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 PD0859
 PD0859  HORZ ORDER  -  THIRD
 PD0859
 PD0859.The horizontal coordinates were established by classical geodetic methods
 PD0859.and adjusted by the National Geodetic Survey in March 1998..
 PD0859
 PD0859
 PD0859.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0859
 PD0859.The geoid height was determined by GEOID03.
 PD0859
 PD0859;                    North         East     Units Scale Factor Converg.
 PD0859;SPC ME E     -   140,405.548   418,199.490   MT  1.00007174   +1 03 26.4
 PD0859;UTM  19      - 4,976,064.743   657,626.177   MT  0.99990552   +1 24 38.0
 PD0859
 PD0859                          SUPERSEDED SURVEY CONTROL
 PD0859
 PD0859  NAD 83(1992)-  44 55 13.96577(N)    067 00 10.13874(W) AD(       ) 4
 PD0859  NAD 83(1986)-  44 55 13.96299(N)    067 00 10.13960(W) AD(       ) 4
 PD0859  NAD 27      -  44 55 13.67000(N)    067 00 12.21000(W) AD(       ) 3
 PD0859
 PD0859.Superseded values are not recommended for survey control.
 PD0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0859.See file dsdata.txt to determine how the superseded data were derived.
 PD0859
 PD0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5762676065(NAD 83)
 PD0859
 PD0859  HISTORY     - Date     Condition        Report By
 PD0859  HISTORY     - UNK      MONUMENTED
 PD0859  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0859
 PD0859                          STATION DESCRIPTION
 PD0859
 PD0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0859'PROBABLY LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2395 ***********************************************************************
 PE2395  DESIGNATION -  RED ROOFED HOUSE SOUTH CHIMNEY
 PE2395  PID         -  PE2395
 PE2395  STATE/COUNTY-  ME/LINCOLN
 PE2395  USGS QUAD   -  WALDOBORO WEST (1988)
 PE2395
 PE2395                         *CURRENT SURVEY CONTROL
 PE2395  ___________________________________________________________________
 PE2395* NAD 83(1996)-  44 02 18.51320(N)    069 24 54.33096(W)     ADJUSTED  
 PE2395* NAVD 88     -                                                        
 PE2395  ___________________________________________________________________
 PE2395  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 PE2395  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 PE2395
 PE2395  HORZ ORDER  -  THIRD
 PE2395
 PE2395.The horizontal coordinates were established by classical geodetic methods
 PE2395.and adjusted by the National Geodetic Survey in March 1998..
 PE2395
 PE2395
 PE2395.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2395
 PE2395.The geoid height was determined by GEOID03.
 PE2395
 PE2395;                    North         East     Units Scale Factor Converg.
 PE2395;SPC ME W     -   134,163.022   960,240.032   MT  1.00001128   +0 31 20.9
 PE2395;SPC ME E     -    41,714.504   226,658.632   MT  0.99996613   -0 38 10.1
 PE2395;UTM  19      - 4,876,230.034   466,741.877   MT  0.99961360   -0 17 18.8
 PE2395
 PE2395                          SUPERSEDED SURVEY CONTROL
 PE2395
 PE2395  NAD 83(1992)-  44 02 18.51911(N)    069 24 54.31883(W) AD(       ) 4
 PE2395  NAD 83(1986)-  44 02 18.52356(N)    069 24 54.32470(W) AD(       ) 4
 PE2395  NAD 27      -  44 02 18.23000(N)    069 24 56.13000(W) AD(       ) 3
 PE2395
 PE2395.Superseded values are not recommended for survey control.
 PE2395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2395.See file dsdata.txt to determine how the superseded data were derived.
 PE2395
 PE2395_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ6674276230(NAD 83)
 PE2395
 PE2395  HISTORY     - Date     Condition        Report By
 PE2395  HISTORY     - UNK      MONUMENTED
 PE2395  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2395  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2395
 PE2395                          STATION DESCRIPTION
 PE2395
 PE2395'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2395'THIS STATION IS LOST.
 PE2395
 PE2395                          STATION RECOVERY (1943)
 PE2395
 PE2395'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2395'STATION IS LOST.  A ONE-STORY WHITE HOUSE WAS FOUND, BUILT ON THE
 PE2395'SAME SITE AS THE OLD HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2289 ***********************************************************************
 PE2289  DESIGNATION -  RED SCHOOLHOUSE CHIMNEY
 PE2289  PID         -  PE2289
 PE2289  STATE/COUNTY-  ME/KNOX
 PE2289  USGS QUAD   -  ROCKLAND (1979)
 PE2289
 PE2289                         *CURRENT SURVEY CONTROL
 PE2289  ___________________________________________________________________
 PE2289* NAD 83(1996)-  44 04 36.54901(N)    069 06 05.83547(W)     ADJUSTED  
 PE2289* NAVD 88     -                                                        
 PE2289  ___________________________________________________________________
 PE2289  LAPLACE CORR-           3.24  (seconds)                    DEFLEC99
 PE2289  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 PE2289
 PE2289  HORZ ORDER  -  THIRD
 PE2289
 PE2289.The horizontal coordinates were established by classical geodetic methods
 PE2289.and adjusted by the National Geodetic Survey in March 1998..
 PE2289
 PE2289
 PE2289.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2289
 PE2289.The geoid height was determined by GEOID03.
 PE2289
 PE2289;                    North         East     Units Scale Factor Converg.
 PE2289;SPC ME E     -    45,743.366   251,813.365   MT  0.99992855   -0 25 06.6
 PE2289;UTM  19      - 4,880,410.054   491,863.149   MT  0.99960081   -0 04 14.5
 PE2289
 PE2289                          SUPERSEDED SURVEY CONTROL
 PE2289
 PE2289  NAD 83(1992)-  44 04 36.55451(N)    069 06 05.81559(W) AD(       ) 4
 PE2289  NAD 83(1986)-  44 04 36.55870(N)    069 06 05.82251(W) AD(       ) 4
 PE2289  NAD 27      -  44 04 36.27000(N)    069 06 07.67000(W) AD(       ) 3
 PE2289
 PE2289.Superseded values are not recommended for survey control.
 PE2289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2289.See file dsdata.txt to determine how the superseded data were derived.
 PE2289
 PE2289_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ9186380410(NAD 83)
 PE2289
 PE2289  HISTORY     - Date     Condition        Report By
 PE2289  HISTORY     - UNK      MONUMENTED
 PE2289  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2289  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2289
 PE2289                          STATION DESCRIPTION
 PE2289
 PE2289'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2289'THE STATION IS LOST.
 PE2289
 PE2289                          STATION RECOVERY (1943)
 PE2289
 PE2289'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2289'COMPLETE NEW DESCRIPTION FOLLOWS--
 PE2289'
 PE2289'THE STATION LOCATED WAS THE CHIMNEY ON THE N END OF A WHITE,
 PE2289'ONE-STORY BUILDING WITH A SHINGLE ROOF.  IT IS KNOWN AS THE TOWN
 PE2289'HALL, OWLS HEAD AND AT THE PRESENT TIME IS BEING USED AS A SCHOOL.
 PE2289'
 PE2289'ACCORDING TO LOCAL INFORMATION THE CHIMNEY IS THE ORIGINAL ONE.
 PE2289'
 PE2289'AIR PHOTO PARTY REPORTS STATION SATISFACTORY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1888 ***********************************************************************
 OC1888  DESIGNATION -  RED TOP TANK RED
 OC1888  PID         -  OC1888
 OC1888  STATE/COUNTY-  ME/CUMBERLAND
 OC1888  USGS QUAD   -  PROUTS NECK (1978)
 OC1888
 OC1888                         *CURRENT SURVEY CONTROL
 OC1888  ___________________________________________________________________
 OC1888* NAD 83(1996)-  43 33 41.76175(N)    070 16 49.62881(W)     ADJUSTED  
 OC1888* NAVD 88     -                                                        
 OC1888  ___________________________________________________________________
 OC1888  LAPLACE CORR-           3.28  (seconds)                    DEFLEC99
 OC1888  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 OC1888
 OC1888  HORZ ORDER  -  THIRD
 OC1888
 OC1888.The horizontal coordinates were established by classical geodetic methods
 OC1888.and adjusted by the National Geodetic Survey in March 1998..
 OC1888
 OC1888
 OC1888.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1888
 OC1888.The geoid height was determined by GEOID03.
 OC1888
 OC1888;                    North         East     Units Scale Factor Converg.
 OC1888;SPC ME W     -    80,911.588   890,807.051   MT  0.99996771   -0 04 42.3
 OC1888;UTM  19      - 4,823,979.035   396,587.537   MT  0.99973154   -0 52 56.9
 OC1888
 OC1888                          SUPERSEDED SURVEY CONTROL
 OC1888
 OC1888  NAD 83(1992)-  43 33 41.76015(N)    070 16 49.62992(W) AD(       ) 4
 OC1888  NAD 83(1986)-  43 33 41.76617(N)    070 16 49.63551(W) AD(       ) 4
 OC1888  NAD 27      -  43 33 41.46000(N)    070 16 51.46700(W) AD(       ) 3
 OC1888
 OC1888.Superseded values are not recommended for survey control.
 OC1888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1888.See file dsdata.txt to determine how the superseded data were derived.
 OC1888
 OC1888_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9658823979(NAD 83)
 OC1888
 OC1888  HISTORY     - Date     Condition        Report By
 OC1888  HISTORY     - 1923     MONUMENTED       CGS
 OC1888  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OC1888
 OC1888                          STATION DESCRIPTION
 OC1888
 OC1888'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (OWS)
 OC1888'STATION IS A TANK WITH A RED TOP ABOUT 3/4 MILE W OF GRANDY HILL
 OC1888'STATION, AND ABOUT 1/4 MILE BACK OF THE BEACH.
 OC1888
 OC1888                          STATION RECOVERY (1942)
 OC1888
 OC1888'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OC1888'THE TANK WAS DESTROYED IN 1933 AND SHOULD BE LISTED AS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0266 ***********************************************************************
 OC0266  DESIGNATION -  REDDEN
 OC0266  PID         -  OC0266
 OC0266  STATE/COUNTY-  ME/YORK
 OC0266  USGS QUAD   -  KENNEBUNKPORT (1975)
 OC0266
 OC0266                         *CURRENT SURVEY CONTROL
 OC0266  ___________________________________________________________________
 OC0266* NAD 83(1996)-  43 22 18.07567(N)    070 26 41.27074(W)     ADJUSTED  
 OC0266* NAVD 88     -        20.446  (meters)      67.08   (feet)  ADJUSTED  
 OC0266  ___________________________________________________________________
 OC0266  LAPLACE CORR-           2.83  (seconds)                    DEFLEC99
 OC0266  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 OC0266  DYNAMIC HT  -          20.443 (meters)      67.07  (feet)  COMP
 OC0266  MODELED GRAV-     980,480.9   (mgal)                       NAVD 88
 OC0266
 OC0266  HORZ ORDER  -  SECOND
 OC0266  VERT ORDER  -  SECOND    CLASS 0
 OC0266
 OC0266.The horizontal coordinates were established by classical geodetic methods
 OC0266.and adjusted by the National Geodetic Survey in March 1998..
 OC0266
 OC0266.The orthometric height was determined by differential leveling
 OC0266.and adjusted by the National Geodetic Survey in June 1991..
 OC0266
 OC0266.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC0266
 OC0266.The geoid height was determined by GEOID03.
 OC0266
 OC0266.The dynamic height is computed by dividing the NAVD 88
 OC0266.geopotential number by the normal gravity value computed on the
 OC0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0266.degrees latitude (g = 980.6199 gals.).
 OC0266
 OC0266.The modeled gravity was interpolated from observed gravity values.
 OC0266
 OC0266;                    North         East     Units Scale Factor Converg.
 OC0266;SPC ME W     -    59,843.912   877,458.875   MT  0.99997291   -0 11 27.6
 OC0266;UTM  19      - 4,803,105.021   382,948.540   MT  0.99976854   -0 59 32.3
 OC0266
 OC0266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC0266!SPC ME W     -   1.00000092  x   0.99997291  =   0.99997383
 OC0266!UTM  19      -   1.00000092  x   0.99976854  =   0.99976946
 OC0266
 OC0266:                Primary Azimuth Mark                     Grid Az
 OC0266:SPC ME W     -  FLETCHERS NECK WATER TANK                035 09 34.5
 OC0266:UTM  19      -  FLETCHERS NECK WATER TANK                035 57 39.2
 OC0266
 OC0266|---------------------------------------------------------------------|
 OC0266| PID    Reference Object                     Distance      Geod. Az  |
 OC0266|                                                           dddmmss.s |
 OC0266| OC2049 FLETCHERS NECK WATER TANK           APPROX. 9.1 KM 0345806.9 |
 OC0266| OC2015 CAPE PORPOISE CHURCH SPIRE          APPROX. 0.6 KM 0901733.8 |
 OC0266| OC0267 REDDEN RM 1                          34.028 METERS 16052     |
 OC0266| OC0268 REDDEN RM 2                          45.430 METERS 23500     |
 OC0266| OC0265 REDDEN AZ MK                                       2592729.1 |
 OC0266|---------------------------------------------------------------------|
 OC0266
 OC0266                          SUPERSEDED SURVEY CONTROL
 OC0266
 OC0266  NAD 83(1992)-  43 22 18.07442(N)    070 26 41.27206(W) AD(       ) 2
 OC0266  NAD 83(1986)-  43 22 18.08014(N)    070 26 41.27777(W) AD(       ) 2
 OC0266  NAD 27      -  43 22 17.77700(N)    070 26 43.09500(W) AD(       ) 2
 OC0266  NGVD 29 (??/??/92)   20.678  (m)           67.84   (f) ADJ UNCH    2 0
 OC0266
 OC0266.Superseded values are not recommended for survey control.
 OC0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0266.See file dsdata.txt to determine how the superseded data were derived.
 OC0266
 OC0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ8294903105(NAD 83)
 OC0266_MARKER: DS = TRIANGULATION STATION DISK
 OC0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC0266_STAMPING: REDDEN 1941
 OC0266_MARK LOGO: CGS   
 OC0266_MAGNETIC: N = NO MAGNETIC MATERIAL
 OC0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC0266+STABILITY: SURFACE MOTION
 OC0266
 OC0266  HISTORY     - Date     Condition        Report By
 OC0266  HISTORY     - 1941     MONUMENTED       CGS
 OC0266  HISTORY     - 1943     GOOD             CGS
 OC0266  HISTORY     - 1943     GOOD             NGS
 OC0266  HISTORY     - 1953     GOOD             CGS
 OC0266  HISTORY     - 1955     GOOD             CGS
 OC0266  HISTORY     - 1975     GOOD             MEDT
 OC0266  HISTORY     - 1976     GOOD             NGS
 OC0266  HISTORY     - 1977     GOOD             NGS
 OC0266  HISTORY     - 19841030 GOOD             NGS
 OC0266
 OC0266                          STATION DESCRIPTION
 OC0266
 OC0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC0266'STATION IS ON CAPE PORPOISE, 1.9 MILES NE OF KENNEBUNKPORT
 OC0266'BY STATE HIGHWAY 9, 125 FEET N OF THE HIGHWAY, 99.5 FEET W OF THE
 OC0266'SW CORNER OF THE REDDEN HOME, 12.5 FEET N OF THE RANGE OF THE
 OC0266'FRONT OF THE HOUSE, 87.4 FEET SW OF THE SW CORNER OF A BARN, AND
 OC0266'ABOUT 60 FEET S OF A CHICKEN HOUSE.  MARK PROJECTS ABOUT 4
 OC0266'INCHES ABOVE GROUND.
 OC0266'
 OC0266'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS SET IN
 OC0266'CONCRETE.
 OC0266'
 OC0266'REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS SET IN DRILL
 OC0266'HOLES IN OUTCROPPING BEDROCK.
 OC0266'
 OC0266'REFERENCE MARK NO. 1 IS IN A SMALL OUTCROP, 20 FEET N OF
 OC0266'CENTER OF HIGHWAY AND 15 FEET W OF DRIVEWAY TO HOUSE.
 OC0266'
 OC0266'REFERENCE MARK NO. 2 IS IN AN OUTCROP, 35 FEET N OF CENTER OF
 OC0266'HIGHWAY.  THE OUTCROP PROJECTS ABOUT 2 FEET ABOVE SURROUNDING
 OC0266'GROUND.
 OC0266'
 OC0266'AZIMUTH MARK IS 0.2 MILE SW OF STATION AND 15 FEET S OF THE
 OC0266'CENTER OF HIGHWAY.
 OC0266'
 OC0266'CAPE PORPOISE CHURCH SPIRE IS A TALL WHITE SPIRE WITH A CLOCK ON
 OC0266'EACH SIDE OF THE BASE.  IT IS THE ONLY SPIRE IN THE VILLAGE OF
 OC0266'CAPE PORPOISE.
 OC0266
 OC0266                          STATION RECOVERY (1943)
 OC0266
 OC0266'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 OC0266'RECOVERED AS DESCRIBED IN THE ORIGINAL DESCRIPTION.  THE BARN
 OC0266'MENTIONED IN THE DESCRIPTION HAS A LARGE SQUARE CUPOLA.  AZIMUTH
 OC0266'MARK AND CAPE PORPOISE CHURCH SPIRE 1941 ARE BOTH VISIBLE FROM THE
 OC0266'GROUND.
 OC0266
 OC0266                          STATION RECOVERY (1943)
 OC0266
 OC0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 OC0266'2 MI E FROM KENNEBUNKPORT.
 OC0266'2.0 MILES EAST ALONG STATE HIGHWAY 9 FROM THE POST OFFICE AT
 OC0266'KENNEBUNKPORT, YORK COUNTY, 0.4 MILE WEST OF CAPE PORPOISE, ON A
 OC0266'GRASS-COVERED HILL WEST OF A FARMHOUSE, 129 FEET NORTH OF THE
 OC0266'CENTERLINE OF THE HIGHWAY, AND 99 FEET WEST OF THE WEST END OF
 OC0266'THE FARMHOUSE.
 OC0266
 OC0266                          STATION RECOVERY (1953)
 OC0266
 OC0266'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EHK)
 OC0266'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED
 OC0266'IN GOOD CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE
 OC0266'MEASURED WITH A STEEL TAPE AND WERE FOUND TO BE CORRECT.  A NEW
 OC0266'DESCRIPTION FOLLOWS--
 OC0266'
 OC0266'THE STATION LIES ABOUT 0.3 MI. SW OF THE VILLAGE OF CAPE PORPOISE,
 OC0266'ON A HIGH HILL, ON THE N SIDE OF HIGHWAY 9, 129.0 FT. N OF THE
 OC0266'CENTER OF THE HIGHWAY, 100 FT. W OF THE SW CORNER OF THE
 OC0266'FOUNDATION OF THE REDDEN HOME (DESTROYED BY FIRE), AND 98 FT. SW
 OC0266'OF THE SW CORNER OF A SMALL YELLOW SHED.  IT IS A DISK, STAMPED
 OC0266'REDDEN 1941 AND PROJECTS 0.4 FT.
 OC0266'
 OC0266'REFERENCE MARK 1 IS 25.5 FT. N OF THE CENTERLINE OF THE HIGHWAY,
 OC0266'AND 56.5 FT. E OF POLE J 72 S.  IT IS A STANDARD REFERENCE-MARK
 OC0266'DISK, STAMPED REDDEN NO 1 1941 AND SET IN A ROCK OUTCROP WHICH
 OC0266'PROJECTS 0.3 FT.
 OC0266'
 OC0266'REFERENCE MARK 2 IS 41.0 FT. N OF THE CENTER OF THE HIGHWAY, AND
 OC0266'IS DIRECTLY ACROSS THE ROAD FROM POLE J 71.  IT IS A STANDARD
 OC0266'REFERENCE-MARK DISK, STAMPED REDDEN NO 2 1941 AND SET IN THE
 OC0266'TOP OF A LARGE ROCK OUTCROP.
 OC0266'
 OC0266'THE AZIMUTH MARK IS ABOUT 0.2 MI. SW OF THE STATION, NEAR THE
 OC0266'CREST OF THE NEXT HILL, 22.8 FT. S OF THE CENTERLINE OF THE
 OC0266'HIGHWAY, 45.3 FT. W OF POLE J 63, 67 FT. E OF POLE J 62, AND ON THE
 OC0266'E SIDE OF A HIGHWAY GRAVEL STORAGE AREA.  IT IS A STANDARD
 OC0266'AZIMUTH-MARK DISK, STAMPED REDDEN 1941 AND SET IN A ROCK OUTCROP.
 OC0266'
 OC0266'TO REACH THE STATION FROM THE POST OFFICE AT CAPE PORPOISE, GO SW
 OC0266'ALONG HIGHWAY 9 FOR 0.3 MI. TO THE TOP OF A HILL, AND STATION ON
 OC0266'THE RIGHT ACROSS THE ROAD FROM A YELLOW FRAMEHOUSE.
 OC0266
 OC0266                          STATION RECOVERY (1955)
 OC0266
 OC0266'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (MTP)
 OC0266'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED AS
 OC0266'DESCRIBED IN GOOD CONDITION.  THE PREVIOUS DESCRIPTION IS ADEQUATE.
 OC0266
 OC0266                          STATION RECOVERY (1975)
 OC0266
 OC0266'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 OC0266'STATION REDDEN RECOVERED IN GOOD CONDITION WITH DESCRIPTION
 OC0266'REVISED AS FOLLOWS.  ALL BUILDINGS MENTIONED IN PREVIOUS
 OC0266'DESCRIPTIONS WERE DESTROYED BY FIRE IN 1947.  STATION IS LOCATED
 OC0266'ON THE BACK LAWN OF SARLENT RESIDENCE, ON THE N SIDE OF RTE 9,
 OC0266'ALSO NORTH OF KENNEBUNKPORT COMMUNICATIONS DEPT. AND AN EIGHT
 OC0266'LEGGED WATER TANK OF CAPE PORPOISE, K.K.W. WATER DISTRICT.
 OC0266'STATION IS LOCATED APPROX 45.3 FT. NE OF THE NW CORNER OF THE
 OC0266'SARLENT RES. AND 42.1 FT. NW OF THE NE CORNER OF THE SAME.
 OC0266'
 OC0266'REFERENCE MARK 1 AND 2 DESTROYED.
 OC0266'
 OC0266'AZI. (1941) LOCATED 23.5 FT. S OF CENTER LINE OF RTE 9 ON
 OC0266'THE OPPOSITE SIDE OF THE ROAD OF A ONE STORY HOUSE WITH
 OC0266'ATTACHED GARAGE.  AZI. MARK IS 20.5 FT. W OF HYDRANT, 45.5 FT. W
 OC0266'OF POLE J63 AND 66.7 FT. E OF POLE J62.
 OC0266
 OC0266                          STATION RECOVERY (1976)
 OC0266
 OC0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0266'DUE TO DEVELOPEMENT IN THE AREA A NEW DESCRIPTION FOLLOWS-- 2 MILES
 OC0266'EASTERLY ALONG ROUTE 9 FROM THE POST OFFICE AT KENNEBUNKPORT AND 0.4
 OC0266'MILES WEST OF CAPE PORPOISE. ACROSS THE ROAD FROM THE DRIVEWAY TO THE
 OC0266'CAPE PORPOISE ELEVATED WATER TANK. 45.5 FEET NORTHWEST OF THE
 OC0266'NORTHEAST CORNER OF A GRAY SPLIT LEVEL HOUSE AND 42 FEET NORTH EAST
 OC0266'OF THE NORTHWEST CORNER OF THE SAME HOUSE. SET IN A 15 INCH SQUARE
 OC0266'MONUMENT WHICH PROJECTS ABOUT 2 INCHES ABOVE THE GROUND SURFACE.
 OC0266
 OC0266                          STATION RECOVERY (1977)
 OC0266
 OC0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 OC0266'THE STATION MARK AND AZIMUTH MARK WERE RECOVERED IN GOOD
 OC0266'CONDITION.  REFERENCE MARKS 1 AND 2 WERE DESTROYED WHEN NEW HOUSES
 OC0266'WERE BUILT.  UNABLE TO SEE OUT IN ANY DIRECTION FROM STATION MARK,
 OC0266'AZIMUTH IS ALSO BLOCKED BY HOUSES AND TREES.
 OC0266'
 OC0266'STATION IS LOCATED ON CAPE PORPOISE, ABOUT 1/4 MILE SOUTHWEST
 OC0266'OF THE VILLAGE OF CAPE PORPOISE, ACROSS THE ROAD FROM THE
 OC0266'KENNEBUNKPORT COMMUNICATIONS CENTER AND IN THE BACK YARD OF
 OC0266'THE RESIDENCE OF MRS SARGENT.
 OC0266'
 OC0266'TO REACH THE STATION FROM THE POST OFFICE IN THE VILLAGE OF
 OC0266'CAPE PORPOISE, GO SOUTHWEST ON STATE HIGHWAY 9 FOR 0.3 MILE
 OC0266'TO TOP OF HILL, KENNEBUNKPORT COMMUNICATIONS CENTER ON LEFT
 OC0266'AND THE STATION ON RIGHT.
 OC0266'
 OC0266'STATION MARK IS A STANDARD DISK SET TOP OF A 14 INCH SQUARE
 OC0266'CONCRETE MONUMENT PROJECTING ABOUT 2 INCHES ABOVE GROUND AND
 OC0266'IS STAMPED REDDEN 1941.  IT IS 45.5 FEET NORTHWEST OF NORTHEAST
 OC0266'CORNER OF HOUSE AND 42.2 FEET NORTHEAST OF NORTHWEST CORNER OF
 OC0266'HOUSE.
 OC0266'
 OC0266'AZIMUTH MARK IS A STANDARD DISK SET IN A DRILL HOLE IN
 OC0266'OUTCROPPING ROCK FLUSH WITH THE GROUND AND IS STAMPED REDDEN
 OC0266'1941.  IT IS 66.9 FEET EAST OF POWER POLE, 45.5 FEET WEST OF
 OC0266'POWER POLE J 63, 23.4 FEET SOUTH OF CENTER LINE OF STATE HIGHWAY
 OC0266'9 AND 20.5 FEET WEST OF FIRE HYDRANT.
 OC0266'
 OC0266'NO NEW REFERENCE MARKS SET.
 OC0266'
 OC0266'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OC0266'1/4 MILE SOUTHWEST OF CAPE PORPOISE.
 OC0266
 OC0266                          STATION RECOVERY (1984)
 OC0266
 OC0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 OC0266'THE STATION MARK AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 OC0266'THE REFERENCE MARKS WERE PROBABLY DESTROYED WHEN NEW HOMES WERE BUILT
 OC0266'IN THE AREA.  THE AZIMUTH MARK IS BLOCKED BY TREES.  REFERENCE MARKS 3
 OC0266'AND 4 WERE ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 OC0266' 
 OC0266'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) NORTHEAST OF
 OC0266'KENNEBUNKPORT, 0.6 KM (0.35 MI) SOUTHWEST OF CAPE PORPOISE, ON CROWL
 OC0266'HILL AND IN THE BACK LAWN OF THE SARGENT RESIDENCE, WHICH IS A STUCCO
 OC0266'HOUSE PAINTED GREY.
 OC0266' 
 OC0266'TO REACH THE STATION FROM THE ATLANTIC HALL AND LIBRARY, IN CAPE
 OC0266'PORPOISE, GO SOUTHWEST ON STATE HIGHWAY 9 FOR 0.6 KM (0.35 MI) TO THE
 OC0266'STATION ON THE RIGHT.
 OC0266' 
 OC0266'THE STATION IS A STANDARD NGS DISK STAMPED--REDDEN 1941--, SET INTO
 OC0266'THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES OR 30 CM ON SIDE
 OC0266'PROJECTING 4 INCHES OR 10 CM ABOVE THE GROUND LOCATED 127.0 FT (38.7
 OC0266'M) N FROM THE CENTER OF THE HIGHWAY, 45.3 FT (13.8 M) NW FROM THE
 OC0266'NORTHEAST CORNER OF THE HOUSE, AND 42.1 FT (12.8 M) NE FROM THE
 OC0266'NORTHWEST CORNER OF THE HOUSE.
 OC0266' 
 OC0266'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--REDDEN 1941 NO 3
 OC0266'1984--, SET INTO ROCK OUTCROP 3 FT (0.9 M) LARGEST DIMENSION LOCATED
 OC0266'109.0 FT (33.2 M) N FROM THE CENTER OF THE HIGHWAY, 51.0 FT (15.5 M)
 OC0266'NNE FROM THE SOUTHEAST CORNER OF THE HOUSE, 26.5 FT (8.1 M) NE FROM
 OC0266'THE NORTHEAST CORNER OF THE HOUSE, AND 1.0 FT (0.3 M) HIGHER THAN THE
 OC0266'STATION.
 OC0266' 
 OC0266'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED--REDDEN 1941 NO 4
 OC0266'1984--, SET INTO A ROCK OUTCROP 3 FT (0.9 M) LARGEST DIMENSION LOCATED
 OC0266'120.0 FT (36.6 M) N FROM THE CENTER OF THE HIGHWAY, 48.5 FT (14.8 M)
 OC0266'NE FROM THE NORTHEAST CORNER OF A YELLOW HOUSE, 28.5 FT (8.7 M) NW
 OC0266'FROM THE NORTHWEST CORNER OF THE PROPERTY OWNERS HOUSE, AND 2.6 FT
 OC0266'(0.8 M) LOWER THAN THE STATION.
 OC0266' 
 OC0266'AZIMUTH MARK NO 1 IS A STANDARD NGS DISK STAMPED--REDDEN 1941--, SET
 OC0266'INTO A ROCK OUTCROP 5.0 FT (1.5 M) LARGEST DIMENSION LOCATED 67.0 FT
 OC0266'(20.4 M) E FROM POWERLINE POLE NUMBER J 62, 45.5 FT (13.9 M) W FROM
 OC0266'POWERLINE POLE NUMBER J 63, 23.5 FT (7.2 M) S FROM THE CENTER OF THE
 OC0266'HIGHWAY, AND 20.5 FT (6.2 M) W FROM A WATER HYDRANT.
 OC0266' 
 OC0266'TO REACH THE STATION, GO SOUTHWEST ON HIGHWAY 9 FOR 0.3 KM (0.2 MI) TO
 OC0266'THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0265 ***********************************************************************
 OC0265  DESIGNATION -  REDDEN AZ MK
 OC0265  PID         -  OC0265
 OC0265  STATE/COUNTY-  ME/YORK
 OC0265  USGS QUAD   -  KENNEBUNKPORT (1975)
 OC0265
 OC0265                         *CURRENT SURVEY CONTROL
 OC0265  ___________________________________________________________________
 OC0265* NAD 83(1986)-  43 22 16.     (N)    070 26 56.     (W)     SCALED    
 OC0265* NAVD 88     -        16.396  (meters)      53.79   (feet)  ADJUSTED  
 OC0265  ___________________________________________________________________
 OC0265  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 OC0265  DYNAMIC HT  -          16.394 (meters)      53.79  (feet)  COMP
 OC0265  MODELED GRAV-     980,480.6   (mgal)                       NAVD 88
 OC0265
 OC0265  VERT ORDER  -  SECOND    CLASS 0
 OC0265
 OC0265.The horizontal coordinates were scaled from a topographic map and have
 OC0265.an estimated accuracy of +/- 6 seconds.
 OC0265
 OC0265.The orthometric height was determined by differential leveling
 OC0265.and adjusted by the National Geodetic Survey in June 1991..
 OC0265
 OC0265.The geoid height was determined by GEOID03.
 OC0265
 OC0265.The dynamic height is computed by dividing the NAVD 88
 OC0265.geopotential number by the normal gravity value computed on the
 OC0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0265.degrees latitude (g = 980.6199 gals.).
 OC0265
 OC0265.The modeled gravity was interpolated from observed gravity values.
 OC0265
 OC0265;                    North         East    Units  Estimated Accuracy
 OC0265;SPC ME W     -    59,780.      877,130.      MT  (+/- 180 meters Scaled)
 OC0265
 OC0265                          SUPERSEDED SURVEY CONTROL
 OC0265
 OC0265  NGVD 29 (??/??/92)   16.628  (m)           54.55   (f) ADJ UNCH    2 0
 OC0265
 OC0265.Superseded values are not recommended for survey control.
 OC0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0265.See file dsdata.txt to determine how the superseded data were derived.
 OC0265
 OC0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ826030(NAD 83)
 OC0265_MARKER: DZ = AZIMUTH MARK DISK
 OC0265_SETTING: 66 = SET IN ROCK OUTCROP
 OC0265_SP_SET: ROCK CUT
 OC0265_STAMPING: REDDEN 1941
 OC0265_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC0265+STABILITY: POSITION/ELEVATION WELL
 OC0265
 OC0265  HISTORY     - Date     Condition        Report By
 OC0265  HISTORY     - 1941     MONUMENTED       CGS
 OC0265  HISTORY     - 1943     GOOD             NGS
 OC0265  HISTORY     - 1976     GOOD             NGS
 OC0265
 OC0265                          STATION DESCRIPTION
 OC0265
 OC0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 OC0265'1.8 MI E FROM KENNEBUNKPORT.
 OC0265'1.8 MILE EAST ALONG STATE HIGHWAY 9 FROM THE POST OFFICE AT
 OC0265'KENNEBUNKPORT, YORK COUNTY, AT THE TOP OF A SMALL HILL, 155
 OC0265'FEET EAST OF A ROAD INTERSECTION, 22 FEET SOUTH OF THE CENTERLINE
 OC0265'OF THE HIGHWAY, AND IN THE TOP OF A LARGE FLAT ROCK.
 OC0265
 OC0265                          STATION RECOVERY (1976)
 OC0265
 OC0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0265'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0267 ***********************************************************************
 OC0267  DESIGNATION -  REDDEN RM 1
 OC0267  PID         -  OC0267
 OC0267  STATE/COUNTY-  ME/YORK
 OC0267  USGS QUAD   -  KENNEBUNKPORT (1975)
 OC0267
 OC0267                         *CURRENT SURVEY CONTROL
 OC0267  ___________________________________________________________________
 OC0267* NAD 83(1986)-  43 22 17.     (N)    070 26 41.     (W)     SCALED    
 OC0267* NAVD 88     -        19.165  (meters)      62.88   (feet)  ADJUSTED  
 OC0267  ___________________________________________________________________
 OC0267  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 OC0267  DYNAMIC HT  -          19.162 (meters)      62.87  (feet)  COMP
 OC0267  MODELED GRAV-     980,480.8   (mgal)                       NAVD 88
 OC0267
 OC0267  VERT ORDER  -  SECOND    CLASS 0
 OC0267
 OC0267.The horizontal coordinates were scaled from a topographic map and have
 OC0267.an estimated accuracy of +/- 6 seconds.
 OC0267
 OC0267.The orthometric height was determined by differential leveling
 OC0267.and adjusted by the National Geodetic Survey in June 1991..
 OC0267
 OC0267.The geoid height was determined by GEOID03.
 OC0267
 OC0267.The dynamic height is computed by dividing the NAVD 88
 OC0267.geopotential number by the normal gravity value computed on the
 OC0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0267.degrees latitude (g = 980.6199 gals.).
 OC0267
 OC0267.The modeled gravity was interpolated from observed gravity values.
 OC0267
 OC0267;                    North         East    Units  Estimated Accuracy
 OC0267;SPC ME W     -    59,810.      877,470.      MT  (+/- 180 meters Scaled)
 OC0267
 OC0267                          SUPERSEDED SURVEY CONTROL
 OC0267
 OC0267  NGVD 29 (??/??/92)   19.396  (m)           63.63   (f) ADJ UNCH    2 0
 OC0267
 OC0267.Superseded values are not recommended for survey control.
 OC0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0267.See file dsdata.txt to determine how the superseded data were derived.
 OC0267
 OC0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ829030(NAD 83)
 OC0267_MARKER: DR = REFERENCE MARK DISK
 OC0267_SETTING: 66 = SET IN ROCK OUTCROP
 OC0267_SP_SET: ROCK LEDGE
 OC0267_STAMPING: REDDEN 1941 NO 1
 OC0267_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC0267+STABILITY: POSITION/ELEVATION WELL
 OC0267
 OC0267  HISTORY     - Date     Condition        Report By
 OC0267  HISTORY     - 1941     MONUMENTED       CGS
 OC0267  HISTORY     - 1943     GOOD             NGS
 OC0267  HISTORY     - 1976     MARK NOT FOUND   NGS
 OC0267
 OC0267                          STATION DESCRIPTION
 OC0267
 OC0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 OC0267'2 MI E FROM KENNEBUNKPORT.
 OC0267'2.0 MILES EAST ALONG STATE HIGHWAY 9 FROM THE POST OFFICE AT
 OC0267'KENNEBUNKPORT, 0.4 MILE WEST OF CAPE PORPOISE, ON A GRASS-COVERED
 OC0267'HILL WEST OF A FARMHOUSE, 112 FEET SOUTHEAST OF TRIANGULATION
 OC0267'STATION REDDEN DESCRIBED ABOVE, 28 FEET NORTH OF THE CENTERLINE
 OC0267'OF THE HIGHWAY, 25 FEET WEST OF THE CENTERLINE OF A DRIVE WAY
 OC0267'LEADING TO THE FARMHOUSE, AND IN AN OUTCROPPING LEDGE ROCK FLUSH
 OC0267'WITH THE GROUND.
 OC0267
 OC0267                          STATION RECOVERY (1976)
 OC0267
 OC0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0267'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0268 ***********************************************************************
 OC0268  DESIGNATION -  REDDEN RM 2
 OC0268  PID         -  OC0268
 OC0268  STATE/COUNTY-  ME/YORK
 OC0268  USGS QUAD   -  KENNEBUNKPORT (1975)
 OC0268
 OC0268                         *CURRENT SURVEY CONTROL
 OC0268  ___________________________________________________________________
 OC0268* NAD 83(1986)-  43 22 17.     (N)    070 26 41.     (W)     SCALED    
 OC0268* NAVD 88     -        16.612  (meters)      54.50   (feet)  ADJUSTED  
 OC0268  ___________________________________________________________________
 OC0268  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 OC0268  DYNAMIC HT  -          16.610 (meters)      54.49  (feet)  COMP
 OC0268  MODELED GRAV-     980,480.8   (mgal)                       NAVD 88
 OC0268
 OC0268  VERT ORDER  -  SECOND    CLASS 0
 OC0268
 OC0268.The horizontal coordinates were scaled from a topographic map and have
 OC0268.an estimated accuracy of +/- 6 seconds.
 OC0268
 OC0268.The orthometric height was determined by differential leveling
 OC0268.and adjusted by the National Geodetic Survey in June 1991..
 OC0268
 OC0268.The geoid height was determined by GEOID03.
 OC0268
 OC0268.The dynamic height is computed by dividing the NAVD 88
 OC0268.geopotential number by the normal gravity value computed on the
 OC0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0268.degrees latitude (g = 980.6199 gals.).
 OC0268
 OC0268.The modeled gravity was interpolated from observed gravity values.
 OC0268
 OC0268;                    North         East    Units  Estimated Accuracy
 OC0268;SPC ME W     -    59,810.      877,470.      MT  (+/- 180 meters Scaled)
 OC0268
 OC0268                          SUPERSEDED SURVEY CONTROL
 OC0268
 OC0268  NGVD 29 (??/??/92)   16.844  (m)           55.26   (f) ADJ UNCH    2 0
 OC0268
 OC0268.Superseded values are not recommended for survey control.
 OC0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0268.See file dsdata.txt to determine how the superseded data were derived.
 OC0268
 OC0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ829030(NAD 83)
 OC0268_MARKER: DR = REFERENCE MARK DISK
 OC0268_SETTING: 80 = SET IN A BOULDER
 OC0268_SP_SET: BOULDER
 OC0268_STAMPING: REDDEN 1941 NO 2
 OC0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC0268+STABILITY: SURFACE MOTION
 OC0268
 OC0268  HISTORY     - Date     Condition        Report By
 OC0268  HISTORY     - 1941     MONUMENTED       CGS
 OC0268  HISTORY     - 1943     GOOD             NGS
 OC0268  HISTORY     - 1976     MARK NOT FOUND   NGS
 OC0268
 OC0268                          STATION DESCRIPTION
 OC0268
 OC0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 OC0268'2 MI E FROM KENNEBUNKPORT.
 OC0268'2.0 MILES EAST ALONG STATE HIGHWAY 9 FROM THE POST OFFICE AT
 OC0268'KENNEBUNKPORT, YORK COUNTY, 0.4 MILE WEST OF CAPE PORPOISE, AT
 OC0268'THE BOTTOM OF THE HILL (NEAR TRIANGULATION STATION REDDEN
 OC0268'DESCRIBED ABOVE) 41 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 OC0268'AND IN A LARGE OUTCROPPING BOLDER PROJECTING ABOUT 2 FEET ABOVE
 OC0268'THE GROUND.
 OC0268
 OC0268                          STATION RECOVERY (1976)
 OC0268
 OC0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0268'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0856 ***********************************************************************
 PD0856  DESIGNATION -  REDOUBT HILL TANK
 PD0856  PID         -  PD0856
 PD0856  STATE/COUNTY-  ME/WASHINGTON
 PD0856  USGS QUAD   -  EASTPORT (1977)
 PD0856
 PD0856                         *CURRENT SURVEY CONTROL
 PD0856  ___________________________________________________________________
 PD0856* NAD 83(1996)-  44 55 12.64104(N)    067 00 44.52396(W)     ADJUSTED  
 PD0856* NAVD 88     -                                                        
 PD0856  ___________________________________________________________________
 PD0856  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 PD0856  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 PD0856
 PD0856  HORZ ORDER  -  THIRD
 PD0856
 PD0856.The horizontal coordinates were established by classical geodetic methods
 PD0856.and adjusted by the National Geodetic Survey in March 1998..
 PD0856
 PD0856
 PD0856.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0856
 PD0856.The geoid height was determined by GEOID03.
 PD0856
 PD0856;                    North         East     Units Scale Factor Converg.
 PD0856;SPC ME E     -   140,350.456   417,446.152   MT  1.00006956   +1 03 02.0
 PD0856;UTM  19      - 4,976,005.018   656,873.319   MT  0.99990261   +1 24 13.7
 PD0856
 PD0856                          SUPERSEDED SURVEY CONTROL
 PD0856
 PD0856  NAD 83(1992)-  44 55 12.63069(N)    067 00 44.52531(W) AD(       ) 4
 PD0856  NAD 83(1986)-  44 55 12.63012(N)    067 00 44.52497(W) AD(       ) 4
 PD0856  NAD 27      -  44 55 12.35000(N)    067 00 46.59900(W) AD(       ) 3
 PD0856
 PD0856.Superseded values are not recommended for survey control.
 PD0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0856.See file dsdata.txt to determine how the superseded data were derived.
 PD0856
 PD0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5687376005(NAD 83)
 PD0856_MARKER: 53 = ELEVATED TANK
 PD0856_SETTING: 0 = UNSPECIFIED SETTING
 PD0856
 PD0856  HISTORY     - Date     Condition        Report By
 PD0856  HISTORY     - 1946     FIRST OBSERVED   CGS
 PD0856  HISTORY     - 1985     GOOD             NOS
 PD0856
 PD0856                          STATION DESCRIPTION
 PD0856
 PD0856'DESCRIBED BY NATIONAL OCEAN SERVICE 1985 (WVH)
 PD0856'THE STATION WAS RECOVERED AT THIS DATE.
 PD0856'THE STATION IS ABOUT 1.5 MILES NORTHWEST OF EASTPORT AND ABOUT ONE
 PD0856'MILE SOUTHEAST OF QUODDY AND ON REDOUBT HILL.  THE TANK IS NEAR
 PD0856'STATION  PRINCE REGENTS REDBT 2 1960  AND ALSO JUST WEST OF A NEW
 PD0856'SATELLITE HBO TV DISH.  THE TANK HAS FOUR LEGS, CONICAL TOP, RUST
 PD0856'COLOR AND HAS SEVERAL ANTENNAS MOUNTED ON THE SIDES.
 PD0856'
 PD0856'DESCRIBED BY G.E.L.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0506 ***********************************************************************
 SF0506  DESIGNATION -  REF MON 168
 SF0506  PID         -  SF0506
 SF0506  STATE/COUNTY-  ME/AROOSTOOK
 SF0506  USGS QUAD   -  ST JOHN (1985)
 SF0506
 SF0506                         *CURRENT SURVEY CONTROL
 SF0506  ___________________________________________________________________
 SF0506* NAD 83(1996)-  47 12 35.87826(N)    068 48 41.25063(W)     ADJUSTED  
 SF0506* NAVD 88     -       165.     (meters)     541.     (feet)  VERTCON   
 SF0506  ___________________________________________________________________
 SF0506  LAPLACE CORR-           5.64  (seconds)                    DEFLEC99
 SF0506  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 SF0506
 SF0506  HORZ ORDER  -  THIRD
 SF0506
 SF0506.The horizontal coordinates were established by classical geodetic methods
 SF0506.and adjusted by the National Geodetic Survey in March 1998..
 SF0506.No horizontal observational check was made to the station.
 SF0506
 SF0506.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0506
 SF0506.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0506
 SF0506.The geoid height was determined by GEOID03.
 SF0506
 SF0506;                    North         East     Units Scale Factor Converg.
 SF0506;SPC ME E     -   393,811.194   276,407.040   MT  0.99990684   -0 13 42.8
 SF0506;UTM  19      - 5,228,514.560   514,277.723   MT  0.99960251   +0 08 18.1
 SF0506
 SF0506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0506!SPC ME E     -   0.99997805  x   0.99990684  =   0.99988490
 SF0506!UTM  19      -   0.99997805  x   0.99960251  =   0.99958057
 SF0506
 SF0506                          SUPERSEDED SURVEY CONTROL
 SF0506
 SF0506  NAD 83(1992)-  47 12 35.87085(N)    068 48 41.24652(W) AD(       ) 3
 SF0506  NAD 83(1986)-  47 12 35.87888(N)    068 48 41.24218(W) AD(       ) 3
 SF0506  NAD 27      -  47 12 35.74413(N)    068 48 43.06046(W) AD(       ) 3
 SF0506  NGVD 29 (07/19/86)  165.     (m)          541.     (f) VERT ANG       
 SF0506
 SF0506.Superseded values are not recommended for survey control.
 SF0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0506.See file dsdata.txt to determine how the superseded data were derived.
 SF0506
 SF0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN1427828515(NAD 83)
 SF0506
 SF0506  HISTORY     - Date     Condition        Report By
 SF0506  HISTORY     - UNK      MONUMENTED
 SF0506  HISTORY     - 1977     GOOD             IBC
 SF0506
 SF0506                          STATION DESCRIPTION
 SF0506
 SF0506'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1977 (CRM)
 SF0506'THE REFERENCE MONUMENT WAS RECOVERED IN GOOD CONDITION.  A NEW
 SF0506'DESCRIPTION FOLLOWS.
 SF0506'
 SF0506'THE MONUMENT IS LOCATED ABOUT 1/4 MILE NORTHWEST OF ST. JOHN, MAINE,
 SF0506'IN A WOODED AREA AT THE NORTHEAST EDGE OF A CULTIVATED FIELD NEAR THE
 SF0506'NORTHEAST END OF HONEYWELL ISLAND, AND ON PROPERTY OWNED BY MR. G.
 SF0506'OLEARY.
 SF0506'
 SF0506'THE REFERENCE MONUMENT IS A CAST-IRON POST, PYRAMID-SHAPED ON TOP,
 SF0506'THAT PROJECTS 2-1/2 FEET ABOVE A CONCRETE BASE THAT IS COVERED WITH
 SF0506'ABOUT 8 INCHES OF DIRT.  IT IS 10.81 METERS EAST OF A STEEL WITNESS
 SF0506'POST WITH METAL SIGN ATTACHED.
 SF0506'
 SF0506'A TRAVERSE TIE WAS MADE TO THIS REFERENCE MONUMENT FROM REFERENCE
 SF0506'MONUMENT 168A-77, THE DISTANCE BEING 30.06 FEET OR 9.163 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0561 ***********************************************************************
 SF0561  DESIGNATION -  REF MON 171 IBC
 SF0561  PID         -  SF0561
 SF0561  STATE/COUNTY-  ME/AROOSTOOK
 SF0561  USGS QUAD   -  ST FRANCIS (1985)
 SF0561
 SF0561                         *CURRENT SURVEY CONTROL
 SF0561  ___________________________________________________________________
 SF0561* NAD 83(1996)-  47 10 53.20034(N)    068 53 13.51973(W)     ADJUSTED  
 SF0561* NAVD 88     -       158.     (meters)     518.     (feet)  SCALED    
 SF0561  ___________________________________________________________________
 SF0561  LAPLACE CORR-           7.09  (seconds)                    DEFLEC99
 SF0561  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 SF0561
 SF0561  HORZ ORDER  -  THIRD
 SF0561
 SF0561.The horizontal coordinates were established by classical geodetic methods
 SF0561.and adjusted by the National Geodetic Survey in March 1998..
 SF0561
 SF0561.The orthometric height was scaled from a topographic map.
 SF0561
 SF0561.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0561
 SF0561.The geoid height was determined by GEOID03.
 SF0561
 SF0561;                    North         East     Units Scale Factor Converg.
 SF0561;SPC ME E     -   390,666.262   270,662.340   MT  0.99991057   -0 17 02.2
 SF0561;UTM  19      - 5,225,333.888   508,555.034   MT  0.99960090   +0 04 58.2
 SF0561
 SF0561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0561!SPC ME E     -   0.99997918  x   0.99991057  =   0.99988975
 SF0561!UTM  19      -   0.99997918  x   0.99960090  =   0.99958008
 SF0561
 SF0561:                Primary Azimuth Mark                     Grid Az
 SF0561:SPC ME E     -  REF MON S113 IBC                         195 44 28.0
 SF0561:UTM  19      -  REF MON S113 IBC                         195 22 27.6
 SF0561
 SF0561|---------------------------------------------------------------------|
 SF0561| PID    Reference Object                     Distance      Geod. Az  |
 SF0561|                                                           dddmmss.s |
 SF0561| SF0564 REF MON S113 IBC                    APPROX. 1.6 KM 1952725.8 |
 SF0561| SF0591 REF MON C106 IBC                    221.142 METERS 32810     |
 SF0561|---------------------------------------------------------------------|
 SF0561
 SF0561                          SUPERSEDED SURVEY CONTROL
 SF0561
 SF0561  NAD 83(1992)-  47 10 53.19221(N)    068 53 13.51525(W) AD(       ) 3
 SF0561  NAD 83(1986)-  47 10 53.20047(N)    068 53 13.51124(W) AD(       ) 3
 SF0561  NAD 27      -  47 10 53.05200(N)    068 53 15.38700(W) AD(       ) 3
 SF0561
 SF0561.Superseded values are not recommended for survey control.
 SF0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0561.See file dsdata.txt to determine how the superseded data were derived.
 SF0561
 SF0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN0855525334(NAD 83)
 SF0561_MARKER: Z = SEE DESCRIPTION
 SF0561_SETTING: 0 = UNSPECIFIED SETTING
 SF0561_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0561
 SF0561  HISTORY     - Date     Condition        Report By
 SF0561  HISTORY     - 1911     MONUMENTED       IBC
 SF0561  HISTORY     - 1951     GOOD             IBC
 SF0561
 SF0561                          STATION DESCRIPTION
 SF0561
 SF0561'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0561'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0561'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0561'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0561'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0561'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0561'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0561'THE POST.
 SF0561
 SF0561                          STATION RECOVERY (1951)
 SF0561
 SF0561'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1951 (NWS)
 SF0561'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0563 ***********************************************************************
 SF0563  DESIGNATION -  REF MON 172 IBC
 SF0563  PID         -  SF0563
 SF0563  STATE/COUNTY-  ME/AROOSTOOK
 SF0563  USGS QUAD   -  ST FRANCIS (1985)
 SF0563
 SF0563                         *CURRENT SURVEY CONTROL
 SF0563  ___________________________________________________________________
 SF0563* NAD 83(1996)-  47 10 43.44557(N)    068 53 25.66472(W)     ADJUSTED  
 SF0563* NAVD 88     -       158.     (meters)     518.     (feet)  SCALED    
 SF0563  ___________________________________________________________________
 SF0563  LAPLACE CORR-           7.19  (seconds)                    DEFLEC99
 SF0563  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 SF0563
 SF0563  HORZ ORDER  -  THIRD
 SF0563
 SF0563.The horizontal coordinates were established by classical geodetic methods
 SF0563.and adjusted by the National Geodetic Survey in March 1998..
 SF0563
 SF0563.The orthometric height was scaled from a topographic map.
 SF0563
 SF0563.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0563
 SF0563.The geoid height was determined by GEOID03.
 SF0563
 SF0563;                    North         East     Units Scale Factor Converg.
 SF0563;SPC ME E     -   390,366.320   270,405.147   MT  0.99991076   -0 17 11.0
 SF0563;UTM  19      - 5,225,032.400   508,299.845   MT  0.99960085   +0 04 49.2
 SF0563
 SF0563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0563!SPC ME E     -   0.99997918  x   0.99991076  =   0.99988994
 SF0563!UTM  19      -   0.99997918  x   0.99960085  =   0.99958004
 SF0563
 SF0563:                Primary Azimuth Mark                     Grid Az
 SF0563:SPC ME E     -  REF MON C106 IBC                         016 09 28.1
 SF0563:UTM  19      -  REF MON C106 IBC                         015 47 27.9
 SF0563
 SF0563|---------------------------------------------------------------------|
 SF0563| PID    Reference Object                     Distance      Geod. Az  |
 SF0563|                                                           dddmmss.s |
 SF0563| SF0591 REF MON C106 IBC                    APPROX. 0.5 KM 0155217.1 |
 SF0563|---------------------------------------------------------------------|
 SF0563
 SF0563                          SUPERSEDED SURVEY CONTROL
 SF0563
 SF0563  NAD 83(1992)-  47 10 43.43747(N)    068 53 25.66009(W) AD(       ) 3
 SF0563  NAD 83(1986)-  47 10 43.44571(N)    068 53 25.65611(W) AD(       ) 3
 SF0563  NAD 27      -  47 10 43.29600(N)    068 53 27.53100(W) AD(       ) 3
 SF0563
 SF0563.Superseded values are not recommended for survey control.
 SF0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0563.See file dsdata.txt to determine how the superseded data were derived.
 SF0563
 SF0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN0830025032(NAD 83)
 SF0563_MARKER: Z = SEE DESCRIPTION
 SF0563_SETTING: 0 = UNSPECIFIED SETTING
 SF0563_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0563
 SF0563  HISTORY     - Date     Condition        Report By
 SF0563  HISTORY     - 1911     MONUMENTED       IBC
 SF0563  HISTORY     - 1951     GOOD             IBC
 SF0563
 SF0563                          STATION DESCRIPTION
 SF0563
 SF0563'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0563'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0563'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0563'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0563'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0563'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0563'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0563'THE POST.
 SF0563
 SF0563                          STATION RECOVERY (1951)
 SF0563
 SF0563'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1951 (NWS)
 SF0563'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0592 ***********************************************************************
 SF0592  DESIGNATION -  REF MON 173 IBC
 SF0592  PID         -  SF0592
 SF0592  STATE/COUNTY-  ME/AROOSTOOK
 SF0592  USGS QUAD   -  ST FRANCIS (1985)
 SF0592
 SF0592                         *CURRENT SURVEY CONTROL
 SF0592  ___________________________________________________________________
 SF0592* NAD 83(1996)-  47 10 54.38335(N)    068 53 29.10845(W)     ADJUSTED  
 SF0592* NAVD 88     -       158.     (meters)     518.     (feet)  SCALED    
 SF0592  ___________________________________________________________________
 SF0592  LAPLACE CORR-           6.95  (seconds)                    DEFLEC99
 SF0592  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 SF0592
 SF0592  HORZ ORDER  -  THIRD
 SF0592
 SF0592.The horizontal coordinates were established by classical geodetic methods
 SF0592.and adjusted by the National Geodetic Survey in March 1998..
 SF0592
 SF0592.The orthometric height was scaled from a topographic map.
 SF0592
 SF0592.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0592
 SF0592.The geoid height was determined by GEOID03.
 SF0592
 SF0592;                    North         East     Units Scale Factor Converg.
 SF0592;SPC ME E     -   390,704.427   270,334.335   MT  0.99991081   -0 17 13.6
 SF0592;UTM  19      - 5,225,369.941   508,226.893   MT  0.99960083   +0 04 46.7
 SF0592
 SF0592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0592!SPC ME E     -   0.99997918  x   0.99991081  =   0.99988999
 SF0592!UTM  19      -   0.99997918  x   0.99960083  =   0.99958002
 SF0592
 SF0592|---------------------------------------------------------------------|
 SF0592| PID    Reference Object                     Distance      Geod. Az  |
 SF0592|                                                           dddmmss.s |
 SF0592| SF0591 REF MON C106 IBC                    260.135 METERS 05425     |
 SF0592| SF0560 REF MON S112 IBC                    APPROX. 1.1 KM 1240138.9 |
 SF0592|---------------------------------------------------------------------|
 SF0592
 SF0592                          SUPERSEDED SURVEY CONTROL
 SF0592
 SF0592  NAD 83(1992)-  47 10 54.37517(N)    068 53 29.10386(W) AD(       ) 3
 SF0592  NAD 83(1986)-  47 10 54.38344(N)    068 53 29.09988(W) AD(       ) 3
 SF0592  NAD 27      -  47 10 54.23400(N)    068 53 30.97500(W) AD(       ) 3
 SF0592
 SF0592.Superseded values are not recommended for survey control.
 SF0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0592.See file dsdata.txt to determine how the superseded data were derived.
 SF0592
 SF0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN0822725370(NAD 83)
 SF0592_MARKER: Z = SEE DESCRIPTION
 SF0592_SETTING: 0 = UNSPECIFIED SETTING
 SF0592_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0592
 SF0592  HISTORY     - Date     Condition        Report By
 SF0592  HISTORY     - 1911     MONUMENTED       IBC
 SF0592  HISTORY     - 1951     GOOD             IBC
 SF0592
 SF0592                          STATION DESCRIPTION
 SF0592
 SF0592'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0592'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0592'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0592'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0592'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0592'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0592'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0592'THE POST.
 SF0592
 SF0592                          STATION RECOVERY (1951)
 SF0592
 SF0592'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1951 (NWS)
 SF0592'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0127 ***********************************************************************
 RG0127  DESIGNATION -  REF MON 309 IBC
 RG0127  PID         -  RG0127
 RG0127  STATE/COUNTY-  ME/SOMERSET
 RG0127  USGS QUAD   -  HARDWOOD MOUNTAIN (1989)
 RG0127
 RG0127                         *CURRENT SURVEY CONTROL
 RG0127  ___________________________________________________________________
 RG0127* NAD 83(1996)-  46 24 58.20934(N)    070 03 23.90639(W)     ADJUSTED  
 RG0127* NAVD 88     -       360.     (meters)    1181.     (feet)  SCALED    
 RG0127  ___________________________________________________________________
 RG0127  LAPLACE CORR-           4.05  (seconds)                    DEFLEC99
 RG0127  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 RG0127
 RG0127  HORZ ORDER  -  THIRD
 RG0127
 RG0127.The horizontal coordinates were established by classical geodetic methods
 RG0127.and adjusted by the National Geodetic Survey in March 1998..
 RG0127
 RG0127.The orthometric height was scaled from a topographic map.
 RG0127
 RG0127.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0127
 RG0127.The geoid height was determined by GEOID03.
 RG0127
 RG0127;                    North         East     Units Scale Factor Converg.
 RG0127;SPC ME W     -   398,133.293   908,458.570   MT  0.99996755   +0 04 46.9
 RG0127;UTM  19      - 5,140,830.849   418,797.666   MT  0.99968105   -0 45 55.6
 RG0127
 RG0127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0127!SPC ME W     -   0.99994771  x   0.99996755  =   0.99991526
 RG0127!UTM  19      -   0.99994771  x   0.99968105  =   0.99962877
 RG0127
 RG0127                          SUPERSEDED SURVEY CONTROL
 RG0127
 RG0127  NAD 83(1992)-  46 24 58.22026(N)    070 03 23.89755(W) AD(       ) 3
 RG0127  NAD 83(1986)-  46 24 58.23088(N)    070 03 23.91428(W) AD(       ) 3
 RG0127  NAD 27      -  46 24 58.11700(N)    070 03 25.64600(W) AD(       ) 3
 RG0127
 RG0127.Superseded values are not recommended for survey control.
 RG0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0127.See file dsdata.txt to determine how the superseded data were derived.
 RG0127
 RG0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM1879840831(NAD 83)
 RG0127_MARKER: Z = SEE DESCRIPTION
 RG0127_SETTING: 0 = UNSPECIFIED SETTING
 RG0127_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0127
 RG0127  HISTORY     - Date     Condition        Report By
 RG0127  HISTORY     - 1845     MONUMENTED       IBC
 RG0127
 RG0127                          STATION DESCRIPTION
 RG0127
 RG0127'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RG0127'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0127'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0127'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0127'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0127'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0127'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0127'THE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0146 ***********************************************************************
 RG0146  DESIGNATION -  REF MON 311 IBC
 RG0146  PID         -  RG0146
 RG0146  STATE/COUNTY-  ME/SOMERSET
 RG0146  USGS QUAD   -  HARDWOOD MOUNTAIN (1989)
 RG0146
 RG0146                         *CURRENT SURVEY CONTROL
 RG0146  ___________________________________________________________________
 RG0146* NAD 83(1996)-  46 24 33.76767(N)    070 04 35.41137(W)     ADJUSTED  
 RG0146* NAVD 88     -       359.     (meters)    1178.     (feet)  SCALED    
 RG0146  ___________________________________________________________________
 RG0146  LAPLACE CORR-           3.61  (seconds)                    DEFLEC99
 RG0146  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 RG0146
 RG0146  HORZ ORDER  -  THIRD
 RG0146
 RG0146.The horizontal coordinates were established by classical geodetic methods
 RG0146.and adjusted by the National Geodetic Survey in March 1998..
 RG0146
 RG0146.The orthometric height was scaled from a topographic map.
 RG0146
 RG0146.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0146
 RG0146.The geoid height was determined by GEOID03.
 RG0146
 RG0146;                    North         East     Units Scale Factor Converg.
 RG0146;SPC ME W     -   397,376.686   906,932.443   MT  0.99996726   +0 03 55.1
 RG0146;UTM  19      - 5,140,097.042   417,260.983   MT  0.99968415   -0 46 47.1
 RG0146
 RG0146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0146!SPC ME W     -   0.99994787  x   0.99996726  =   0.99991513
 RG0146!UTM  19      -   0.99994787  x   0.99968415  =   0.99963203
 RG0146
 RG0146                          SUPERSEDED SURVEY CONTROL
 RG0146
 RG0146  NAD 83(1992)-  46 24 33.77852(N)    070 04 35.40192(W) AD(       ) 3
 RG0146  NAD 83(1986)-  46 24 33.78845(N)    070 04 35.42110(W) AD(       ) 3
 RG0146  NAD 27      -  46 24 33.67600(N)    070 04 37.15000(W) AD(       ) 3
 RG0146
 RG0146.Superseded values are not recommended for survey control.
 RG0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0146.See file dsdata.txt to determine how the superseded data were derived.
 RG0146
 RG0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM1726140097(NAD 83)
 RG0146_MARKER: Z = SEE DESCRIPTION
 RG0146_SETTING: 0 = UNSPECIFIED SETTING
 RG0146_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0146
 RG0146  HISTORY     - Date     Condition        Report By
 RG0146  HISTORY     - 1845     MONUMENTED       IBC
 RG0146  HISTORY     - 1964     GOOD             IBC
 RG0146
 RG0146                          STATION DESCRIPTION
 RG0146
 RG0146'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RG0146'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0146'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0146'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0146'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0146'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0146'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0146'THE POST.
 RG0146
 RG0146                          STATION RECOVERY (1964)
 RG0146
 RG0146'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1964
 RG0146'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0287 ***********************************************************************
 RG0287  DESIGNATION -  REF MON 312 43 IBC
 RG0287  PID         -  RG0287
 RG0287  STATE/COUNTY-  ME/SOMERSET
 RG0287  USGS QUAD   -  ST ZACHARIE NORTH (1989)
 RG0287
 RG0287                         *CURRENT SURVEY CONTROL
 RG0287  ___________________________________________________________________
 RG0287* NAD 83(1996)-  46 11 29.08748(N)    070 17 32.68906(W)     ADJUSTED  
 RG0287* NAVD 88     -       408.     (meters)    1339.     (feet)  SCALED    
 RG0287  ___________________________________________________________________
 RG0287  LAPLACE CORR-           5.48  (seconds)                    DEFLEC99
 RG0287  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 RG0287
 RG0287  HORZ ORDER  -  THIRD
 RG0287
 RG0287.The horizontal coordinates were established by classical geodetic methods
 RG0287.and adjusted by the National Geodetic Survey in March 1998..
 RG0287.No horizontal observational check was made to the station.
 RG0287
 RG0287.The orthometric height was scaled from a topographic map.
 RG0287
 RG0287.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0287
 RG0287.The geoid height was determined by GEOID03.
 RG0287
 RG0287;                    North         East     Units Scale Factor Converg.
 RG0287;SPC ME W     -   373,152.662   890,293.193   MT  0.99996782   -0 05 26.7
 RG0287;UTM  19      - 5,116,126.942   400,271.408   MT  0.99972226   -0 55 57.9
 RG0287
 RG0287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0287!SPC ME W     -   0.99994019  x   0.99996782  =   0.99990802
 RG0287!UTM  19      -   0.99994019  x   0.99972226  =   0.99966247
 RG0287
 RG0287                          SUPERSEDED SURVEY CONTROL
 RG0287
 RG0287  NAD 83(1992)-  46 11 29.08867(N)    070 17 32.67381(W) AD(       ) 3
 RG0287  NAD 83(1986)-  46 11 29.09414(N)    070 17 32.70190(W) AD(       ) 3
 RG0287  NAD 27      -  46 11 29.01100(N)    070 17 34.42700(W) AD(       ) 3
 RG0287
 RG0287.Superseded values are not recommended for survey control.
 RG0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0287.See file dsdata.txt to determine how the superseded data were derived.
 RG0287
 RG0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM0027116127(NAD 83)
 RG0287_MARKER: Z = SEE DESCRIPTION
 RG0287_SETTING: 0 = UNSPECIFIED SETTING
 RG0287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0287
 RG0287  HISTORY     - Date     Condition        Report By
 RG0287  HISTORY     - 1943     MONUMENTED       IBC
 RG0287
 RG0287                          STATION DESCRIPTION
 RG0287
 RG0287'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1943
 RG0287'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0287'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0287'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0287'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0287'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0287'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0287'THE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0288 ***********************************************************************
 RG0288  DESIGNATION -  REF MON 312 IBC
 RG0288  PID         -  RG0288
 RG0288  STATE/COUNTY-  ME/SOMERSET
 RG0288  USGS QUAD   -  ST ZACHARIE NORTH (1989)
 RG0288
 RG0288                         *CURRENT SURVEY CONTROL
 RG0288  ___________________________________________________________________
 RG0288* NAD 83(1996)-  46 11 29.05320(N)    070 17 33.14594(W)     ADJUSTED  
 RG0288* NAVD 88     -       402.     (meters)    1319.     (feet)  SCALED    
 RG0288  ___________________________________________________________________
 RG0288  LAPLACE CORR-           5.48  (seconds)                    DEFLEC99
 RG0288  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 RG0288
 RG0288  HORZ ORDER  -  THIRD
 RG0288
 RG0288.The horizontal coordinates were established by classical geodetic methods
 RG0288.and adjusted by the National Geodetic Survey in March 1998..
 RG0288.No horizontal observational check was made to the station.
 RG0288
 RG0288.The orthometric height was scaled from a topographic map.
 RG0288
 RG0288.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0288
 RG0288.The geoid height was determined by GEOID03.
 RG0288
 RG0288;                    North         East     Units Scale Factor Converg.
 RG0288;SPC ME W     -   373,151.620   890,283.395   MT  0.99996783   -0 05 27.0
 RG0288;UTM  19      - 5,116,126.044   400,261.598   MT  0.99972228   -0 55 58.2
 RG0288
 RG0288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0288!SPC ME W     -   0.99994114  x   0.99996783  =   0.99990897
 RG0288!UTM  19      -   0.99994114  x   0.99972228  =   0.99966343
 RG0288
 RG0288                          SUPERSEDED SURVEY CONTROL
 RG0288
 RG0288  NAD 83(1992)-  46 11 29.05439(N)    070 17 33.13069(W) AD(       ) 3
 RG0288  NAD 83(1986)-  46 11 29.05986(N)    070 17 33.15879(W) AD(       ) 3
 RG0288  NAD 27      -  46 11 28.97600(N)    070 17 34.88400(W) AD(       ) 3
 RG0288
 RG0288.Superseded values are not recommended for survey control.
 RG0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0288.See file dsdata.txt to determine how the superseded data were derived.
 RG0288
 RG0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM0026216126(NAD 83)
 RG0288_MARKER: Z = SEE DESCRIPTION
 RG0288_SETTING: 0 = UNSPECIFIED SETTING
 RG0288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0288
 RG0288  HISTORY     - Date     Condition        Report By
 RG0288  HISTORY     - 1845     MONUMENTED       IBC
 RG0288  HISTORY     - 1943     POOR             IBC
 RG0288
 RG0288                          STATION DESCRIPTION
 RG0288
 RG0288'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RG0288'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0288'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0288'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0288'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0288'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0288'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0288'THE POST.
 RG0288
 RG0288                          STATION RECOVERY (1943)
 RG0288
 RG0288'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1943
 RG0288'FOUND LEANING AGAINST THE RIVER BANK, THE SHAFT HAVING BEEN SEPARATED
 RG0288'FROM THE BASE, WHICH COULD NOT BE FOUND.  A NEW SITE WAS SELECTED
 RG0288'9.7 METERS EAST OF THE OLD ONE AND THE MONUMENT SET IN A CONCRETE
 RG0288'BASE.  THE POSITION OF THE NEW SITE WAS OBTAINED BY A MEASURED
 RG0288'DISTANCE AND ANGLE FROM REFERENCE MONUMENT 313.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0289 ***********************************************************************
 RG0289  DESIGNATION -  REF MON 313 IBC
 RG0289  PID         -  RG0289
 RG0289  STATE/COUNTY-  ME/SOMERSET
 RG0289  USGS QUAD   -  ST ZACHARIE NORTH (1989)
 RG0289
 RG0289                         *CURRENT SURVEY CONTROL
 RG0289  ___________________________________________________________________
 RG0289* NAD 83(1996)-  46 11 28.76685(N)    070 17 34.01219(W)     ADJUSTED  
 RG0289* NAVD 88     -       402.     (meters)    1319.     (feet)  SCALED    
 RG0289  ___________________________________________________________________
 RG0289  LAPLACE CORR-           5.48  (seconds)                    DEFLEC99
 RG0289  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 RG0289
 RG0289  HORZ ORDER  -  THIRD
 RG0289
 RG0289.The horizontal coordinates were established by classical geodetic methods
 RG0289.and adjusted by the National Geodetic Survey in March 1998..
 RG0289
 RG0289.The orthometric height was scaled from a topographic map.
 RG0289
 RG0289.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0289
 RG0289.The geoid height was determined by GEOID03.
 RG0289
 RG0289;                    North         East     Units Scale Factor Converg.
 RG0289;SPC ME W     -   373,142.808   890,264.806   MT  0.99996783   -0 05 27.6
 RG0289;UTM  19      - 5,116,117.508   400,242.886   MT  0.99972233   -0 55 58.9
 RG0289
 RG0289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0289!SPC ME W     -   0.99994114  x   0.99996783  =   0.99990897
 RG0289!UTM  19      -   0.99994114  x   0.99972233  =   0.99966348
 RG0289
 RG0289                          SUPERSEDED SURVEY CONTROL
 RG0289
 RG0289  NAD 83(1992)-  46 11 28.76805(N)    070 17 33.99693(W) AD(       ) 3
 RG0289  NAD 83(1986)-  46 11 28.77352(N)    070 17 34.02502(W) AD(       ) 3
 RG0289  NAD 27      -  46 11 28.69000(N)    070 17 35.75000(W) AD(       ) 3
 RG0289
 RG0289.Superseded values are not recommended for survey control.
 RG0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0289.See file dsdata.txt to determine how the superseded data were derived.
 RG0289
 RG0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM0024316118(NAD 83)
 RG0289_MARKER: Z = SEE DESCRIPTION
 RG0289_SETTING: 0 = UNSPECIFIED SETTING
 RG0289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0289
 RG0289  HISTORY     - Date     Condition        Report By
 RG0289  HISTORY     - 1845     MONUMENTED       IBC
 RG0289  HISTORY     - 1943     POOR             IBC
 RG0289
 RG0289                          STATION DESCRIPTION
 RG0289
 RG0289'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 RG0289'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0289'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0289'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0289'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0289'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0289'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0289'THE POST.
 RG0289
 RG0289                          STATION RECOVERY (1943)
 RG0289
 RG0289'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1943
 RG0289'FOUND LEANING.  IT WAS PLUMBED AND GRAVEL TAMPED AROUND THE BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0151 ***********************************************************************
 RG0151  DESIGNATION -  REF MON C 13 IBC
 RG0151  PID         -  RG0151
 RG0151  STATE/COUNTY-  ME/SOMERSET
 RG0151  USGS QUAD   -  HARDWOOD MOUNTAIN (1989)
 RG0151
 RG0151                         *CURRENT SURVEY CONTROL
 RG0151  ___________________________________________________________________
 RG0151* NAD 83(1996)-  46 24 40.33043(N)    070 05 11.62780(W)     ADJUSTED  
 RG0151* NAVD 88     -       362.     (meters)    1188.     (feet)  SCALED    
 RG0151  ___________________________________________________________________
 RG0151  LAPLACE CORR-           3.40  (seconds)                    DEFLEC99
 RG0151  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 RG0151
 RG0151  HORZ ORDER  -  THIRD
 RG0151
 RG0151.The horizontal coordinates were established by classical geodetic methods
 RG0151.and adjusted by the National Geodetic Survey in March 1998..
 RG0151
 RG0151.The orthometric height was scaled from a topographic map.
 RG0151
 RG0151.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0151
 RG0151.The geoid height was determined by GEOID03.
 RG0151
 RG0151;                    North         East     Units Scale Factor Converg.
 RG0151;SPC ME W     -   397,578.489   906,158.741   MT  0.99996713   +0 03 28.9
 RG0151;UTM  19      - 5,140,310.174   416,490.559   MT  0.99968572   -0 47 13.4
 RG0151
 RG0151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0151!SPC ME W     -   0.99994740  x   0.99996713  =   0.99991453
 RG0151!UTM  19      -   0.99994740  x   0.99968572  =   0.99963314
 RG0151
 RG0151:                Primary Azimuth Mark                     Grid Az
 RG0151:SPC ME W     -  C 12 IBC                                 085 53 29.0
 RG0151:UTM  19      -  C 12 IBC                                 086 44 11.3
 RG0151
 RG0151|---------------------------------------------------------------------|
 RG0151| PID    Reference Object                     Distance      Geod. Az  |
 RG0151|                                                           dddmmss.s |
 RG0151| RG0149 C 12 IBC                            428.661 METERS 0855657.9 |
 RG0151| RG0150 S 12 IBC                            430.756 METERS 1163811.0 |
 RG0151| RG0152 S 13 IBC                            267.388 METERS 20039     |
 RG0151|---------------------------------------------------------------------|
 RG0151
 RG0151                          SUPERSEDED SURVEY CONTROL
 RG0151
 RG0151  NAD 83(1992)-  46 24 40.34106(N)    070 05 11.61865(W) AD(       ) 3
 RG0151  NAD 83(1986)-  46 24 40.35123(N)    070 05 11.63877(W) AD(       ) 3
 RG0151  NAD 27      -  46 24 40.23900(N)    070 05 13.36500(W) AD(       ) 3
 RG0151
 RG0151.Superseded values are not recommended for survey control.
 RG0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0151.See file dsdata.txt to determine how the superseded data were derived.
 RG0151
 RG0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM1649140310(NAD 83)
 RG0151_MARKER: Z = SEE DESCRIPTION
 RG0151_SETTING: 0 = UNSPECIFIED SETTING
 RG0151_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0151
 RG0151  HISTORY     - Date     Condition        Report By
 RG0151  HISTORY     - 1913     MONUMENTED       IBC
 RG0151  HISTORY     - 1964     GOOD             IBC
 RG0151
 RG0151                          STATION DESCRIPTION
 RG0151
 RG0151'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1913 (JBB)
 RG0151'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0151'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0151'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0151'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0151'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0151'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0151'THE POST.
 RG0151
 RG0151                          STATION RECOVERY (1964)
 RG0151
 RG0151'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1964
 RG0151'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0157 ***********************************************************************
 RG0157  DESIGNATION -  REF MON C 16 IBC
 RG0157  PID         -  RG0157
 RG0157  STATE/COUNTY-  ME/SOMERSET
 RG0157  USGS QUAD   -  HARDWOOD MOUNTAIN (1989)
 RG0157
 RG0157                         *CURRENT SURVEY CONTROL
 RG0157  ___________________________________________________________________
 RG0157* NAD 83(1996)-  46 24 33.93289(N)    070 05 49.94574(W)     ADJUSTED  
 RG0157* NAVD 88     -       376.     (meters)    1234.     (feet)  SCALED    
 RG0157  ___________________________________________________________________
 RG0157  LAPLACE CORR-           3.29  (seconds)                    DEFLEC99
 RG0157  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 RG0157
 RG0157  HORZ ORDER  -  THIRD
 RG0157
 RG0157.The horizontal coordinates were established by classical geodetic methods
 RG0157.and adjusted by the National Geodetic Survey in March 1998..
 RG0157
 RG0157.The orthometric height was scaled from a topographic map.
 RG0157
 RG0157.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0157
 RG0157.The geoid height was determined by GEOID03.
 RG0157
 RG0157;                    North         East     Units Scale Factor Converg.
 RG0157;SPC ME W     -   397,380.181   905,340.562   MT  0.99996702   +0 03 01.1
 RG0157;UTM  19      - 5,140,124.007   415,669.774   MT  0.99968742   -0 47 41.1
 RG0157
 RG0157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0157!SPC ME W     -   0.99994521  x   0.99996702  =   0.99991223
 RG0157!UTM  19      -   0.99994521  x   0.99968742  =   0.99963264
 RG0157
 RG0157|---------------------------------------------------------------------|
 RG0157| PID    Reference Object                     Distance      Geod. Az  |
 RG0157|                                                           dddmmss.s |
 RG0157| RG0156 C 15 IBC                            222.623 METERS 01726     |
 RG0157| RG0153 C 14 IBC                            417.737 METERS 0602032.9 |
 RG0157| RG0154 REF MON S 14 IBC                    333.703 METERS 09250     |
 RG0157|---------------------------------------------------------------------|
 RG0157
 RG0157                          SUPERSEDED SURVEY CONTROL
 RG0157
 RG0157  NAD 83(1992)-  46 24 33.94315(N)    070 05 49.93696(W) AD(       ) 3
 RG0157  NAD 83(1986)-  46 24 33.95323(N)    070 05 49.95796(W) AD(       ) 3
 RG0157  NAD 27      -  46 24 33.84300(N)    070 05 51.67900(W) AD(       ) 3
 RG0157
 RG0157.Superseded values are not recommended for survey control.
 RG0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0157.See file dsdata.txt to determine how the superseded data were derived.
 RG0157
 RG0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM1567040124(NAD 83)
 RG0157_MARKER: Z = SEE DESCRIPTION
 RG0157_SETTING: 0 = UNSPECIFIED SETTING
 RG0157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0157
 RG0157  HISTORY     - Date     Condition        Report By
 RG0157  HISTORY     - 1913     MONUMENTED       IBC
 RG0157  HISTORY     - 1964     GOOD             IBC
 RG0157
 RG0157                          STATION DESCRIPTION
 RG0157
 RG0157'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1913 (JBB)
 RG0157'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0157'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0157'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0157'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0157'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0157'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0157'THE POST.
 RG0157
 RG0157                          STATION RECOVERY (1964)
 RG0157
 RG0157'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1964
 RG0157'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0160 ***********************************************************************
 RG0160  DESIGNATION -  REF MON C 18 IBC
 RG0160  PID         -  RG0160
 RG0160  STATE/COUNTY-  ME/SOMERSET
 RG0160  USGS QUAD   -  HARDWOOD MOUNTAIN (1989)
 RG0160
 RG0160                         *CURRENT SURVEY CONTROL
 RG0160  ___________________________________________________________________
 RG0160* NAD 83(1996)-  46 23 58.27521(N)    070 06 06.61542(W)     ADJUSTED  
 RG0160* NAVD 88     -       358.     (meters)    1175.     (feet)  SCALED    
 RG0160  ___________________________________________________________________
 RG0160  LAPLACE CORR-           3.31  (seconds)                    DEFLEC99
 RG0160  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 RG0160
 RG0160  HORZ ORDER  -  THIRD
 RG0160
 RG0160.The horizontal coordinates were established by classical geodetic methods
 RG0160.and adjusted by the National Geodetic Survey in March 1998..
 RG0160
 RG0160.The orthometric height was scaled from a topographic map.
 RG0160
 RG0160.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0160
 RG0160.The geoid height was determined by GEOID03.
 RG0160
 RG0160;                    North         East     Units Scale Factor Converg.
 RG0160;SPC ME W     -   396,278.893   904,985.439   MT  0.99996697   +0 02 49.0
 RG0160;UTM  19      - 5,139,028.382   415,298.553   MT  0.99968819   -0 47 52.7
 RG0160
 RG0160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0160!SPC ME W     -   0.99994803  x   0.99996697  =   0.99991500
 RG0160!UTM  19      -   0.99994803  x   0.99968819  =   0.99963623
 RG0160
 RG0160:                Primary Azimuth Mark                     Grid Az
 RG0160:SPC ME W     -  C 17 IBC                                 012 20 57.4
 RG0160:UTM  19      -  C 17 IBC                                 013 11 39.1
 RG0160
 RG0160|---------------------------------------------------------------------|
 RG0160| PID    Reference Object                     Distance      Geod. Az  |
 RG0160|                                                           dddmmss.s |
 RG0160| RG0159 C 17 IBC                            APPROX. 0.5 KM 0122346.4 |
 RG0160| RG0158 REF MON S 16 IBC                    287.238 METERS 11135     |
 RG0160| RG0161 S 17 IBC                            APPROX. 0.6 KM 1802731.2 |
 RG0160| RG0162 C 19 IBC                            476.454 METERS 2085206.0 |
 RG0160|---------------------------------------------------------------------|
 RG0160
 RG0160                          SUPERSEDED SURVEY CONTROL
 RG0160
 RG0160  NAD 83(1992)-  46 23 58.28473(N)    070 06 06.60627(W) AD(       ) 3
 RG0160  NAD 83(1986)-  46 23 58.29414(N)    070 06 06.62773(W) AD(       ) 3
 RG0160  NAD 27      -  46 23 58.18800(N)    070 06 08.34800(W) AD(       ) 3
 RG0160
 RG0160.Superseded values are not recommended for survey control.
 RG0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0160.See file dsdata.txt to determine how the superseded data were derived.
 RG0160
 RG0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM1529939028(NAD 83)
 RG0160_MARKER: Z = SEE DESCRIPTION
 RG0160_SETTING: 0 = UNSPECIFIED SETTING
 RG0160_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0160
 RG0160  HISTORY     - Date     Condition        Report By
 RG0160  HISTORY     - 1913     MONUMENTED       IBC
 RG0160  HISTORY     - 1965     POOR             IBC
 RG0160
 RG0160                          STATION DESCRIPTION
 RG0160
 RG0160'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1913 (JBB)
 RG0160'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0160'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0160'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0160'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0160'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0160'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0160'THE POST.
 RG0160
 RG0160                          STATION RECOVERY (1965)
 RG0160
 RG0160'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 RG0160'NEW POST AND RECAPPED BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0164 ***********************************************************************
 RG0164  DESIGNATION -  REF MON C 20 IBC
 RG0164  PID         -  RG0164
 RG0164  STATE/COUNTY-  ME/SOMERSET
 RG0164  USGS QUAD   -  HARDWOOD MOUNTAIN (1989)
 RG0164
 RG0164                         *CURRENT SURVEY CONTROL
 RG0164  ___________________________________________________________________
 RG0164* NAD 83(1996)-  46 23 31.89978(N)    070 06 38.18801(W)     ADJUSTED  
 RG0164* NAVD 88     -       358.     (meters)    1175.     (feet)  SCALED    
 RG0164  ___________________________________________________________________
 RG0164  LAPLACE CORR-           3.22  (seconds)                    DEFLEC99
 RG0164  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 RG0164
 RG0164  HORZ ORDER  -  THIRD
 RG0164
 RG0164.The horizontal coordinates were established by classical geodetic methods
 RG0164.and adjusted by the National Geodetic Survey in March 1998..
 RG0164
 RG0164.The orthometric height was scaled from a topographic map.
 RG0164
 RG0164.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0164
 RG0164.The geoid height was determined by GEOID03.
 RG0164
 RG0164;                    North         East     Units Scale Factor Converg.
 RG0164;SPC ME W     -   395,463.998   904,311.579   MT  0.99996690   +0 02 26.1
 RG0164;UTM  19      - 5,138,223.735   414,612.942   MT  0.99968962   -0 48 15.2
 RG0164
 RG0164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0164!SPC ME W     -   0.99994803  x   0.99996690  =   0.99991493
 RG0164!UTM  19      -   0.99994803  x   0.99968962  =   0.99963766
 RG0164
 RG0164:                Primary Azimuth Mark                     Grid Az
 RG0164:SPC ME W     -  C 19 IBC                                 048 10 33.8
 RG0164:UTM  19      -  C 19 IBC                                 049 01 15.1
 RG0164
 RG0164|---------------------------------------------------------------------|
 RG0164| PID    Reference Object                     Distance      Geod. Az  |
 RG0164|                                                           dddmmss.s |
 RG0164| RG0162 C 19 IBC                            APPROX. 0.6 KM 0481259.9 |
 RG0164| RG0163 REF MON S 18 IBC                    389.801 METERS 14439     |
 RG0164|---------------------------------------------------------------------|
 RG0164
 RG0164                          SUPERSEDED SURVEY CONTROL
 RG0164
 RG0164  NAD 83(1992)-  46 23 31.90858(N)    070 06 38.17880(W) AD(       ) 3
 RG0164  NAD 83(1986)-  46 23 31.91759(N)    070 06 38.20088(W) AD(       ) 3
 RG0164  NAD 27      -  46 23 31.81500(N)    070 06 39.91900(W) AD(       ) 3
 RG0164
 RG0164.Superseded values are not recommended for survey control.
 RG0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0164.See file dsdata.txt to determine how the superseded data were derived.
 RG0164
 RG0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM1461338224(NAD 83)
 RG0164_MARKER: Z = SEE DESCRIPTION
 RG0164_SETTING: 0 = UNSPECIFIED SETTING
 RG0164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0164
 RG0164  HISTORY     - Date     Condition        Report By
 RG0164  HISTORY     - 1913     MONUMENTED       IBC
 RG0164  HISTORY     - 1964     GOOD             IBC
 RG0164
 RG0164                          STATION DESCRIPTION
 RG0164
 RG0164'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1913 (JBB)
 RG0164'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0164'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0164'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0164'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0164'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0164'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0164'THE POST.
 RG0164
 RG0164                          STATION RECOVERY (1964)
 RG0164
 RG0164'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1964
 RG0164'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0165 ***********************************************************************
 RG0165  DESIGNATION -  REF MON C 21 IBC
 RG0165  PID         -  RG0165
 RG0165  STATE/COUNTY-  ME/SOMERSET
 RG0165  USGS QUAD   -  HARDWOOD MOUNTAIN (1989)
 RG0165
 RG0165                         *CURRENT SURVEY CONTROL
 RG0165  ___________________________________________________________________
 RG0165* NAD 83(1996)-  46 23 09.63396(N)    070 06 51.90717(W)     ADJUSTED  
 RG0165* NAVD 88     -       358.     (meters)    1175.     (feet)  SCALED    
 RG0165  ___________________________________________________________________
 RG0165  LAPLACE CORR-           3.28  (seconds)                    DEFLEC99
 RG0165  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 RG0165
 RG0165  HORZ ORDER  -  THIRD
 RG0165
 RG0165.The horizontal coordinates were established by classical geodetic methods
 RG0165.and adjusted by the National Geodetic Survey in March 1998..
 RG0165
 RG0165.The orthometric height was scaled from a topographic map.
 RG0165
 RG0165.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0165
 RG0165.The geoid height was determined by GEOID03.
 RG0165
 RG0165;                    North         East     Units Scale Factor Converg.
 RG0165;SPC ME W     -   394,776.308   904,018.932   MT  0.99996687   +0 02 16.2
 RG0165;UTM  19      - 5,137,540.623   414,310.271   MT  0.99969026   -0 48 24.8
 RG0165
 RG0165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0165!SPC ME W     -   0.99994803  x   0.99996687  =   0.99991490
 RG0165!UTM  19      -   0.99994803  x   0.99969026  =   0.99963830
 RG0165
 RG0165:                Primary Azimuth Mark                     Grid Az
 RG0165:SPC ME W     -  S 19 IBC                                 237 25 33.9
 RG0165:UTM  19      -  S 19 IBC                                 238 16 14.9
 RG0165
 RG0165|---------------------------------------------------------------------|
 RG0165| PID    Reference Object                     Distance      Geod. Az  |
 RG0165|                                                           dddmmss.s |
 RG0165| RG0167 S 19 IBC                            APPROX. 0.6 KM 2372750.1 |
 RG0165| RG0166 REF MON C 22 IBC                    414.356 METERS 3323107.7 |
 RG0165|---------------------------------------------------------------------|
 RG0165
 RG0165                          SUPERSEDED SURVEY CONTROL
 RG0165
 RG0165  NAD 83(1992)-  46 23 09.64237(N)    070 06 51.89765(W) AD(       ) 3
 RG0165  NAD 83(1986)-  46 23 09.65105(N)    070 06 51.92002(W) AD(       ) 3
 RG0165  NAD 27      -  46 23 09.55100(N)    070 06 53.63800(W) AD(       ) 3
 RG0165
 RG0165.Superseded values are not recommended for survey control.
 RG0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0165.See file dsdata.txt to determine how the superseded data were derived.
 RG0165
 RG0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM1431037541(NAD 83)
 RG0165_MARKER: Z = SEE DESCRIPTION
 RG0165_SETTING: 0 = UNSPECIFIED SETTING
 RG0165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0165
 RG0165  HISTORY     - Date     Condition        Report By
 RG0165  HISTORY     - 1913     MONUMENTED       IBC
 RG0165  HISTORY     - 1964     GOOD             IBC
 RG0165
 RG0165                          STATION DESCRIPTION
 RG0165
 RG0165'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1913 (JBB)
 RG0165'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0165'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0165'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0165'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0165'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0165'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0165'THE POST.
 RG0165
 RG0165                          STATION RECOVERY (1964)
 RG0165
 RG0165'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1964
 RG0165'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0166 ***********************************************************************
 RG0166  DESIGNATION -  REF MON C 22 IBC
 RG0166  PID         -  RG0166
 RG0166  STATE/COUNTY-  ME/SOMERSET
 RG0166  USGS QUAD   -  HARDWOOD MOUNTAIN (1989)
 RG0166
 RG0166                         *CURRENT SURVEY CONTROL
 RG0166  ___________________________________________________________________
 RG0166* NAD 83(1996)-  46 23 21.53903(N)    070 07 00.85626(W)     ADJUSTED  
 RG0166* NAVD 88     -       362.     (meters)    1188.     (feet)  SCALED    
 RG0166  ___________________________________________________________________
 RG0166  LAPLACE CORR-           3.20  (seconds)                    DEFLEC99
 RG0166  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 RG0166
 RG0166  HORZ ORDER  -  THIRD
 RG0166
 RG0166.The horizontal coordinates were established by classical geodetic methods
 RG0166.and adjusted by the National Geodetic Survey in March 1998..
 RG0166
 RG0166.The orthometric height was scaled from a topographic map.
 RG0166
 RG0166.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0166
 RG0166.The geoid height was determined by GEOID03.
 RG0166
 RG0166;                    North         East     Units Scale Factor Converg.
 RG0166;SPC ME W     -   395,143.771   903,827.488   MT  0.99996685   +0 02 09.7
 RG0166;UTM  19      - 5,137,910.767   414,124.317   MT  0.99969065   -0 48 31.5
 RG0166
 RG0166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0166!SPC ME W     -   0.99994740  x   0.99996685  =   0.99991425
 RG0166!UTM  19      -   0.99994740  x   0.99969065  =   0.99963807
 RG0166
 RG0166:                Primary Azimuth Mark                     Grid Az
 RG0166:SPC ME W     -  REF MON C 20 IBC                         056 30 55.1
 RG0166:UTM  19      -  REF MON C 20 IBC                         057 21 36.3
 RG0166
 RG0166|---------------------------------------------------------------------|
 RG0166| PID    Reference Object                     Distance      Geod. Az  |
 RG0166|                                                           dddmmss.s |
 RG0166| RG0164 REF MON C 20 IBC                    APPROX. 0.6 KM 0563304.8 |
 RG0166| RG0165 REF MON C 21 IBC                    414.356 METERS 1523101.3 |
 RG0166|---------------------------------------------------------------------|
 RG0166
 RG0166                          SUPERSEDED SURVEY CONTROL
 RG0166
 RG0166  NAD 83(1992)-  46 23 21.54746(N)    070 07 00.84709(W) AD(       ) 3
 RG0166  NAD 83(1986)-  46 23 21.55634(N)    070 07 00.86956(W) AD(       ) 3
 RG0166  NAD 27      -  46 23 21.45600(N)    070 07 02.58600(W) AD(       ) 3
 RG0166
 RG0166.Superseded values are not recommended for survey control.
 RG0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0166.See file dsdata.txt to determine how the superseded data were derived.
 RG0166
 RG0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM1412437911(NAD 83)
 RG0166_MARKER: Z = SEE DESCRIPTION
 RG0166_SETTING: 0 = UNSPECIFIED SETTING
 RG0166_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0166
 RG0166  HISTORY     - Date     Condition        Report By
 RG0166  HISTORY     - 1913     MONUMENTED       IBC
 RG0166  HISTORY     - 1964     GOOD             IBC
 RG0166
 RG0166                          STATION DESCRIPTION
 RG0166
 RG0166'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1913 (JBB)
 RG0166'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0166'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0166'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0166'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0166'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0166'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0166'THE POST.
 RG0166
 RG0166                          STATION RECOVERY (1964)
 RG0166
 RG0166'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1964
 RG0166'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0247 ***********************************************************************
 RG0247  DESIGNATION -  REF MON C 24 IBC
 RG0247  PID         -  RG0247
 RG0247  STATE/COUNTY-  ME/SOMERSET
 RG0247  USGS QUAD   -  HARDWOOD MOUNTAIN SW (1989)
 RG0247
 RG0247                         *CURRENT SURVEY CONTROL
 RG0247  ___________________________________________________________________
 RG0247* NAD 83(1996)-  46 22 57.75116(N)    070 07 51.56776(W)     ADJUSTED  
 RG0247* NAVD 88     -       370.     (meters)    1214.     (feet)  SCALED    
 RG0247  ___________________________________________________________________
 RG0247  LAPLACE CORR-           3.10  (seconds)                    DEFLEC99
 RG0247  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 RG0247
 RG0247  HORZ ORDER  -  THIRD
 RG0247
 RG0247.The horizontal coordinates were established by classical geodetic methods
 RG0247.and adjusted by the National Geodetic Survey in March 1998..
 RG0247
 RG0247.The orthometric height was scaled from a topographic map.
 RG0247
 RG0247.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0247
 RG0247.The geoid height was determined by GEOID03.
 RG0247
 RG0247;                    North         East     Units Scale Factor Converg.
 RG0247;SPC ME W     -   394,408.701   902,744.345   MT  0.99996676   +0 01 33.0
 RG0247;UTM  19      - 5,137,191.943   413,030.755   MT  0.99969297   -0 49 07.9
 RG0247
 RG0247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0247!SPC ME W     -   0.99994615  x   0.99996676  =   0.99991291
 RG0247!UTM  19      -   0.99994615  x   0.99969297  =   0.99963913
 RG0247
 RG0247                          SUPERSEDED SURVEY CONTROL
 RG0247
 RG0247  NAD 83(1992)-  46 22 57.75884(N)    070 07 51.55840(W) AD(       ) 3
 RG0247  NAD 83(1986)-  46 22 57.76745(N)    070 07 51.58171(W) AD(       ) 3
 RG0247  NAD 27      -  46 22 57.67000(N)    070 07 53.29600(W) AD(       ) 3
 RG0247
 RG0247.Superseded values are not recommended for survey control.
 RG0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0247.See file dsdata.txt to determine how the superseded data were derived.
 RG0247
 RG0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM1303137192(NAD 83)
 RG0247_MARKER: Z = SEE DESCRIPTION
 RG0247_SETTING: 0 = UNSPECIFIED SETTING
 RG0247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0247
 RG0247  HISTORY     - Date     Condition        Report By
 RG0247  HISTORY     - 1913     MONUMENTED       IBC
 RG0247  HISTORY     - 1964     GOOD             IBC
 RG0247
 RG0247                          STATION DESCRIPTION
 RG0247
 RG0247'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1913 (JBB)
 RG0247'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0247'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0247'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0247'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0247'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0247'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0247'THE POST.
 RG0247
 RG0247                          STATION RECOVERY (1964)
 RG0247
 RG0247'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1964
 RG0247'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0172 ***********************************************************************
 RG0172  DESIGNATION -  REF MON C 26 IBC
 RG0172  PID         -  RG0172
 RG0172  STATE/COUNTY-  ME/SOMERSET
 RG0172  USGS QUAD   -  HARDWOOD MOUNTAIN SW (1989)
 RG0172
 RG0172                         *CURRENT SURVEY CONTROL
 RG0172  ___________________________________________________________________
 RG0172* NAD 83(1996)-  46 22 21.27875(N)    070 07 46.53170(W)     ADJUSTED  
 RG0172* NAVD 88     -       365.     (meters)    1198.     (feet)  SCALED    
 RG0172  ___________________________________________________________________
 RG0172  LAPLACE CORR-           3.34  (seconds)                    DEFLEC99
 RG0172  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 RG0172
 RG0172  HORZ ORDER  -  THIRD
 RG0172
 RG0172.The horizontal coordinates were established by classical geodetic methods
 RG0172.and adjusted by the National Geodetic Survey in March 1998..
 RG0172
 RG0172.The orthometric height was scaled from a topographic map.
 RG0172
 RG0172.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0172
 RG0172.The geoid height was determined by GEOID03.
 RG0172
 RG0172;                    North         East     Units Scale Factor Converg.
 RG0172;SPC ME W     -   393,282.614   902,852.483   MT  0.99996677   +0 01 36.6
 RG0172;UTM  19      - 5,136,064.694   413,122.258   MT  0.99969278   -0 49 03.7
 RG0172
 RG0172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0172!SPC ME W     -   0.99994693  x   0.99996677  =   0.99991370
 RG0172!UTM  19      -   0.99994693  x   0.99969278  =   0.99963972
 RG0172
 RG0172:                Primary Azimuth Mark                     Grid Az
 RG0172:SPC ME W     -  S 21 IBC                                 023 45 56.4
 RG0172:UTM  19      -  S 21 IBC                                 024 36 36.7
 RG0172
 RG0172|---------------------------------------------------------------------|
 RG0172| PID    Reference Object                     Distance      Geod. Az  |
 RG0172|                                                           dddmmss.s |
 RG0172| RG0246 S 21 IBC                            446.235 METERS 0234733.0 |
 RG0172| RG0170 REF MON S 22 IBC                    304.645 METERS 07601     |
 RG0172| RG0169 S 23 IBC                            470.034 METERS 1240607.2 |
 RG0172| RG0171 S 24 IBC                            380.061 METERS 16527     |
 RG0172| RG0248 C 25 IBC                            APPROX. 0.5 KM 3435757.4 |
 RG0172|---------------------------------------------------------------------|
 RG0172
 RG0172                          SUPERSEDED SURVEY CONTROL
 RG0172
 RG0172  NAD 83(1992)-  46 22 21.28652(N)    070 07 46.52142(W) AD(       ) 3
 RG0172  NAD 83(1986)-  46 22 21.29460(N)    070 07 46.54479(W) AD(       ) 3
 RG0172  NAD 27      -  46 22 21.19800(N)    070 07 48.26100(W) AD(       ) 3
 RG0172
 RG0172.Superseded values are not recommended for survey control.
 RG0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0172.See file dsdata.txt to determine how the superseded data were derived.
 RG0172
 RG0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM1312236065(NAD 83)
 RG0172_MARKER: Z = SEE DESCRIPTION
 RG0172_SETTING: 0 = UNSPECIFIED SETTING
 RG0172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0172
 RG0172  HISTORY     - Date     Condition        Report By
 RG0172  HISTORY     - 1913     MONUMENTED       IBC
 RG0172  HISTORY     - 1964     GOOD             IBC
 RG0172
 RG0172                          STATION DESCRIPTION
 RG0172
 RG0172'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1913 (JBB)
 RG0172'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0172'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0172'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0172'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0172'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0172'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0172'THE POST.
 RG0172
 RG0172                          STATION RECOVERY (1964)
 RG0172
 RG0172'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1964
 RG0172'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0176 ***********************************************************************
 RG0176  DESIGNATION -  REF MON C 28 IBC
 RG0176  PID         -  RG0176
 RG0176  STATE/COUNTY-  ME/SOMERSET
 RG0176  USGS QUAD   -  HARDWOOD MOUNTAIN SW (1989)
 RG0176
 RG0176                         *CURRENT SURVEY CONTROL
 RG0176  ___________________________________________________________________
 RG0176* NAD 83(1996)-  46 21 57.41659(N)    070 08 35.12151(W)     ADJUSTED  
 RG0176* NAVD 88     -       373.     (meters)    1224.     (feet)  SCALED    
 RG0176  ___________________________________________________________________
 RG0176  LAPLACE CORR-           3.37  (seconds)                    DEFLEC99
 RG0176  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 RG0176
 RG0176  HORZ ORDER  -  THIRD
 RG0176
 RG0176.The horizontal coordinates were established by classical geodetic methods
 RG0176.and adjusted by the National Geodetic Survey in March 1998..
 RG0176
 RG0176.The orthometric height was scaled from a topographic map.
 RG0176
 RG0176.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0176
 RG0176.The geoid height was determined by GEOID03.
 RG0176
 RG0176;                    North         East     Units Scale Factor Converg.
 RG0176;SPC ME W     -   392,545.440   901,814.242   MT  0.99996671   +0 01 01.4
 RG0176;UTM  19      - 5,135,343.099   412,073.550   MT  0.99969503   -0 49 38.6
 RG0176
 RG0176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0176!SPC ME W     -   0.99994567  x   0.99996671  =   0.99991239
 RG0176!UTM  19      -   0.99994567  x   0.99969503  =   0.99964072
 RG0176
 RG0176:                Primary Azimuth Mark                     Grid Az
 RG0176:SPC ME W     -  C 27 IBC                                 042 53 53.3
 RG0176:UTM  19      -  C 27 IBC                                 043 44 33.3
 RG0176
 RG0176|---------------------------------------------------------------------|
 RG0176| PID    Reference Object                     Distance      Geod. Az  |
 RG0176|                                                           dddmmss.s |
 RG0176| RG0174 C 27 IBC                            APPROX. 0.7 KM 0425454.7 |
 RG0176| RG0175 REF MON S 26 IBC                    396.596 METERS 13130     |
 RG0176|---------------------------------------------------------------------|
 RG0176
 RG0176                          SUPERSEDED SURVEY CONTROL
 RG0176
 RG0176  NAD 83(1992)-  46 21 57.42378(N)    070 08 35.11066(W) AD(       ) 3
 RG0176  NAD 83(1986)-  46 21 57.43165(N)    070 08 35.13473(W) AD(       ) 3
 RG0176  NAD 27      -  46 21 57.33700(N)    070 08 36.85200(W) AD(       ) 3
 RG0176
 RG0176.Superseded values are not recommended for survey control.
 RG0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0176.See file dsdata.txt to determine how the superseded data were derived.
 RG0176
 RG0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM1207435343(NAD 83)
 RG0176_MARKER: Z = SEE DESCRIPTION
 RG0176_SETTING: 0 = UNSPECIFIED SETTING
 RG0176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0176
 RG0176  HISTORY     - Date     Condition        Report By
 RG0176  HISTORY     - 1913     MONUMENTED       IBC
 RG0176  HISTORY     - 1943     POOR             IBC
 RG0176  HISTORY     - 1964     GOOD             IBC
 RG0176
 RG0176                          STATION DESCRIPTION
 RG0176
 RG0176'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1913 (JBB)
 RG0176'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0176'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0176'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0176'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0176'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0176'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0176'THE POST.
 RG0176
 RG0176                          STATION RECOVERY (1943)
 RG0176
 RG0176'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1943
 RG0176'FOUND WITH TOP OF POST DISINTEGRATING.  THE POST WAS CHIPPED OUT TO
 RG0176'A DEPTH OF 1 INCH BELOW THE TOP OF THE BASE AND THE HOLE FILLED WITH
 RG0176'CEMENT.  THE CENTER WAS MARKED BY A COPPER TACK.
 RG0176
 RG0176                          STATION RECOVERY (1964)
 RG0176
 RG0176'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1964
 RG0176'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0181 ***********************************************************************
 RG0181  DESIGNATION -  REF MON C 30 IBC
 RG0181  PID         -  RG0181
 RG0181  STATE/COUNTY-  ME/SOMERSET
 RG0181  USGS QUAD   -  HARDWOOD MOUNTAIN SW (1989)
 RG0181
 RG0181                         *CURRENT SURVEY CONTROL
 RG0181  ___________________________________________________________________
 RG0181* NAD 83(1996)-  46 21 41.72559(N)    070 09 11.75158(W)     ADJUSTED  
 RG0181* NAVD 88     -       371.     (meters)    1217.     (feet)  SCALED    
 RG0181  ___________________________________________________________________
 RG0181  LAPLACE CORR-           3.40  (seconds)                    DEFLEC99
 RG0181  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 RG0181
 RG0181  HORZ ORDER  -  THIRD
 RG0181
 RG0181.The horizontal coordinates were established by classical geodetic methods
 RG0181.and adjusted by the National Geodetic Survey in March 1998..
 RG0181
 RG0181.The orthometric height was scaled from a topographic map.
 RG0181
 RG0181.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0181
 RG0181.The geoid height was determined by GEOID03.
 RG0181
 RG0181;                    North         East     Units Scale Factor Converg.
 RG0181;SPC ME W     -   392,060.777   901,031.371   MT  0.99996668   +0 00 34.9
 RG0181;UTM  19      - 5,134,870.154   411,283.837   MT  0.99969675   -0 50 04.9
 RG0181
 RG0181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0181!SPC ME W     -   0.99994599  x   0.99996668  =   0.99991267
 RG0181!UTM  19      -   0.99994599  x   0.99969675  =   0.99964275
 RG0181
 RG0181:                Primary Azimuth Mark                     Grid Az
 RG0181:SPC ME W     -  C 29 IBC                                 095 05 47.1
 RG0181:UTM  19      -  C 29 IBC                                 095 56 26.9
 RG0181
 RG0181|---------------------------------------------------------------------|
 RG0181| PID    Reference Object                     Distance      Geod. Az  |
 RG0181|                                                           dddmmss.s |
 RG0181| RG0179 C 29 IBC                            411.985 METERS 0950622.0 |
 RG0181| RG0180 REF MON S 29 IBC                    488.370 METERS 1510746.5 |
 RG0181| RG0182 S 30 IBC                            327.982 METERS 18916     |
 RG0181|---------------------------------------------------------------------|
 RG0181
 RG0181                          SUPERSEDED SURVEY CONTROL
 RG0181
 RG0181  NAD 83(1992)-  46 21 41.73213(N)    070 09 11.74101(W) AD(       ) 3
 RG0181  NAD 83(1986)-  46 21 41.73989(N)    070 09 11.76550(W) AD(       ) 3
 RG0181  NAD 27      -  46 21 41.64600(N)    070 09 13.48000(W) AD(       ) 3
 RG0181
 RG0181.Superseded values are not recommended for survey control.
 RG0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0181.See file dsdata.txt to determine how the superseded data were derived.
 RG0181
 RG0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM1128434870(NAD 83)
 RG0181_MARKER: Z = SEE DESCRIPTION
 RG0181_SETTING: 0 = UNSPECIFIED SETTING
 RG0181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0181
 RG0181  HISTORY     - Date     Condition        Report By
 RG0181  HISTORY     - 1913     MONUMENTED       IBC
 RG0181  HISTORY     - 1964     GOOD             IBC
 RG0181
 RG0181                          STATION DESCRIPTION
 RG0181
 RG0181'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1913 (JBB)
 RG0181'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0181'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0181'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0181'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0181'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0181'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0181'THE POST.
 RG0181
 RG0181                          STATION RECOVERY (1964)
 RG0181
 RG0181'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1964
 RG0181'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0184 ***********************************************************************
 RG0184  DESIGNATION -  REF MON C 31 IBC
 RG0184  PID         -  RG0184
 RG0184  STATE/COUNTY-  ME/SOMERSET
 RG0184  USGS QUAD   -  HARDWOOD MOUNTAIN SW (1989)
 RG0184
 RG0184                         *CURRENT SURVEY CONTROL
 RG0184  ___________________________________________________________________
 RG0184* NAD 83(1996)-  46 21 43.46104(N)    070 09 39.98705(W)     ADJUSTED  
 RG0184* NAVD 88     -       365.     (meters)    1198.     (feet)  SCALED    
 RG0184  ___________________________________________________________________
 RG0184  LAPLACE CORR-           3.35  (seconds)                    DEFLEC99
 RG0184  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 RG0184
 RG0184  HORZ ORDER  -  THIRD
 RG0184
 RG0184.The horizontal coordinates were established by classical geodetic methods
 RG0184.and adjusted by the National Geodetic Survey in March 1998..
 RG0184
 RG0184.The orthometric height was scaled from a topographic map.
 RG0184
 RG0184.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0184
 RG0184.The geoid height was determined by GEOID03.
 RG0184
 RG0184;                    North         East     Units Scale Factor Converg.
 RG0184;SPC ME W     -   392,114.289   900,427.799   MT  0.99996667   +0 00 14.5
 RG0184;UTM  19      - 5,134,932.538   410,681.280   MT  0.99969806   -0 50 25.3
 RG0184
 RG0184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0184!SPC ME W     -   0.99994693  x   0.99996667  =   0.99991360
 RG0184!UTM  19      -   0.99994693  x   0.99969806  =   0.99964501
 RG0184
 RG0184                          SUPERSEDED SURVEY CONTROL
 RG0184
 RG0184  NAD 83(1992)-  46 21 43.46729(N)    070 09 39.97729(W) AD(       ) 3
 RG0184  NAD 83(1986)-  46 21 43.47511(N)    070 09 40.00202(W) AD(       ) 3
 RG0184  NAD 27      -  46 21 43.38300(N)    070 09 41.71400(W) AD(       ) 3
 RG0184
 RG0184.Superseded values are not recommended for survey control.
 RG0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0184.See file dsdata.txt to determine how the superseded data were derived.
 RG0184
 RG0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM1068134933(NAD 83)
 RG0184_MARKER: Z = SEE DESCRIPTION
 RG0184_SETTING: 0 = UNSPECIFIED SETTING
 RG0184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0184
 RG0184  HISTORY     - Date     Condition        Report By
 RG0184  HISTORY     - 1913     MONUMENTED       IBC
 RG0184  HISTORY     - 1964     GOOD             IBC
 RG0184
 RG0184                          STATION DESCRIPTION
 RG0184
 RG0184'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1913 (JBB)
 RG0184'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0184'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0184'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0184'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0184'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0184'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0184'THE POST.
 RG0184
 RG0184                          STATION RECOVERY (1964)
 RG0184
 RG0184'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1964
 RG0184'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0186 ***********************************************************************
 RG0186  DESIGNATION -  REF MON C 32 IBC
 RG0186  PID         -  RG0186
 RG0186  STATE/COUNTY-  ME/SOMERSET
 RG0186  USGS QUAD   -  HARDWOOD MOUNTAIN SW (1989)
 RG0186
 RG0186                         *CURRENT SURVEY CONTROL
 RG0186  ___________________________________________________________________
 RG0186* NAD 83(1996)-  46 21 33.92498(N)    070 10 10.96125(W)     ADJUSTED  
 RG0186* NAVD 88     -       365.     (meters)    1198.     (feet)  SCALED    
 RG0186  ___________________________________________________________________
 RG0186  LAPLACE CORR-           3.41  (seconds)                    DEFLEC99
 RG0186  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 RG0186
 RG0186  HORZ ORDER  -  THIRD
 RG0186
 RG0186.The horizontal coordinates were established by classical geodetic methods
 RG0186.and adjusted by the National Geodetic Survey in March 1998..
 RG0186
 RG0186.The orthometric height was scaled from a topographic map.
 RG0186
 RG0186.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0186
 RG0186.The geoid height was determined by GEOID03.
 RG0186
 RG0186;                    North         East     Units Scale Factor Converg.
 RG0186;SPC ME W     -   391,819.841   899,765.680   MT  0.99996667   -0 00 07.9
 RG0186;UTM  19      - 5,134,647.955   410,015.073   MT  0.99969953   -0 50 47.6
 RG0186
 RG0186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0186!SPC ME W     -   0.99994693  x   0.99996667  =   0.99991360
 RG0186!UTM  19      -   0.99994693  x   0.99969953  =   0.99964648
 RG0186
 RG0186                          SUPERSEDED SURVEY CONTROL
 RG0186
 RG0186  NAD 83(1992)-  46 21 33.93057(N)    070 10 10.95215(W) AD(       ) 3
 RG0186  NAD 83(1986)-  46 21 33.93837(N)    070 10 10.97718(W) AD(       ) 3
 RG0186  NAD 27      -  46 21 33.84800(N)    070 10 12.68700(W) AD(       ) 3
 RG0186
 RG0186.Superseded values are not recommended for survey control.
 RG0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0186.See file dsdata.txt to determine how the superseded data were derived.
 RG0186
 RG0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM1001534648(NAD 83)
 RG0186_MARKER: Z = SEE DESCRIPTION
 RG0186_SETTING: 0 = UNSPECIFIED SETTING
 RG0186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0186
 RG0186  HISTORY     - Date     Condition        Report By
 RG0186  HISTORY     - 1913     MONUMENTED       IBC
 RG0186  HISTORY     - 1943     POOR             IBC
 RG0186  HISTORY     - 1964     GOOD             IBC
 RG0186
 RG0186                          STATION DESCRIPTION
 RG0186
 RG0186'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1913 (JBB)
 RG0186'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0186'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0186'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0186'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0186'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0186'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0186'THE POST.
 RG0186
 RG0186                          STATION RECOVERY (1943)
 RG0186
 RG0186'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1943
 RG0186'FOUND WITH TOP OF POST DISINTEGRATING.  THE POST WAS CHIPPED OUT TO A
 RG0186'DEPTH OF 1 INCH BELOW THE TOP OF THE BASE AND THE HOLE FILLED WITH
 RG0186'CEMENT.  THE CENTER WAS MARKED BY A COPPER TACK.
 RG0186
 RG0186                          STATION RECOVERY (1964)
 RG0186
 RG0186'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1964
 RG0186'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0189 ***********************************************************************
 RG0189  DESIGNATION -  REF MON C 33 IBC
 RG0189  PID         -  RG0189
 RG0189  STATE/COUNTY-  ME/SOMERSET
 RG0189  USGS QUAD   -  HARDWOOD MOUNTAIN SW (1989)
 RG0189
 RG0189                         *CURRENT SURVEY CONTROL
 RG0189  ___________________________________________________________________
 RG0189* NAD 83(1996)-  46 21 23.67846(N)    070 10 42.70719(W)     ADJUSTED  
 RG0189* NAVD 88     -       373.     (meters)    1224.     (feet)  SCALED    
 RG0189  ___________________________________________________________________
 RG0189  LAPLACE CORR-           3.52  (seconds)                    DEFLEC99
 RG0189  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 RG0189
 RG0189  HORZ ORDER  -  THIRD
 RG0189
 RG0189.The horizontal coordinates were established by classical geodetic methods
 RG0189.and adjusted by the National Geodetic Survey in March 1998..
 RG0189
 RG0189.The orthometric height was scaled from a topographic map.
 RG0189
 RG0189.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0189
 RG0189.The geoid height was determined by GEOID03.
 RG0189
 RG0189;                    North         East     Units Scale Factor Converg.
 RG0189;SPC ME W     -   391,503.530   899,086.996   MT  0.99996668   -0 00 30.9
 RG0189;UTM  19      - 5,134,341.761   409,331.983   MT  0.99970105   -0 51 10.4
 RG0189
 RG0189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0189!SPC ME W     -   0.99994568  x   0.99996668  =   0.99991236
 RG0189!UTM  19      -   0.99994568  x   0.99970105  =   0.99964674
 RG0189
 RG0189                          SUPERSEDED SURVEY CONTROL
 RG0189
 RG0189  NAD 83(1992)-  46 21 23.68329(N)    070 10 42.69898(W) AD(       ) 3
 RG0189  NAD 83(1986)-  46 21 23.69107(N)    070 10 42.72427(W) AD(       ) 3
 RG0189  NAD 27      -  46 21 23.60300(N)    070 10 44.43100(W) AD(       ) 3
 RG0189
 RG0189.Superseded values are not recommended for survey control.
 RG0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0189.See file dsdata.txt to determine how the superseded data were derived.
 RG0189
 RG0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM0933234342(NAD 83)
 RG0189_MARKER: Z = SEE DESCRIPTION
 RG0189_SETTING: 0 = UNSPECIFIED SETTING
 RG0189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0189
 RG0189  HISTORY     - Date     Condition        Report By
 RG0189  HISTORY     - 1913     MONUMENTED       IBC
 RG0189  HISTORY     - 1964     GOOD             IBC
 RG0189
 RG0189                          STATION DESCRIPTION
 RG0189
 RG0189'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1913 (JBB)
 RG0189'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0189'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0189'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0189'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0189'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0189'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0189'THE POST.
 RG0189
 RG0189                          STATION RECOVERY (1964)
 RG0189
 RG0189'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1964
 RG0189'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0191 ***********************************************************************
 RG0191  DESIGNATION -  REF MON C 34 IBC
 RG0191  PID         -  RG0191
 RG0191  STATE/COUNTY-  ME/SOMERSET
 RG0191  USGS QUAD   -  HARDWOOD MOUNTAIN SW (1989)
 RG0191
 RG0191                         *CURRENT SURVEY CONTROL
 RG0191  ___________________________________________________________________
 RG0191* NAD 83(1996)-  46 21 10.88506(N)    070 10 56.26346(W)     ADJUSTED  
 RG0191* NAVD 88     -       371.     (meters)    1217.     (feet)  SCALED    
 RG0191  ___________________________________________________________________
 RG0191  LAPLACE CORR-           3.63  (seconds)                    DEFLEC99
 RG0191  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 RG0191
 RG0191  HORZ ORDER  -  THIRD
 RG0191
 RG0191.The horizontal coordinates were established by classical geodetic methods
 RG0191.and adjusted by the National Geodetic Survey in March 1998..
 RG0191
 RG0191.The orthometric height was scaled from a topographic map.
 RG0191
 RG0191.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0191
 RG0191.The geoid height was determined by GEOID03.
 RG0191
 RG0191;                    North         East     Units Scale Factor Converg.
 RG0191;SPC ME W     -   391,108.568   898,797.109   MT  0.99996668   -0 00 40.7
 RG0191;UTM  19      - 5,133,951.217   409,036.386   MT  0.99970171   -0 51 20.1
 RG0191
 RG0191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0191!SPC ME W     -   0.99994599  x   0.99996668  =   0.99991267
 RG0191!UTM  19      -   0.99994599  x   0.99970171  =   0.99964772
 RG0191
 RG0191                          SUPERSEDED SURVEY CONTROL
 RG0191
 RG0191  NAD 83(1992)-  46 21 10.88923(N)    070 10 56.25545(W) AD(       ) 3
 RG0191  NAD 83(1986)-  46 21 10.89693(N)    070 10 56.28089(W) AD(       ) 3
 RG0191  NAD 27      -  46 21 10.81100(N)    070 10 57.98700(W) AD(       ) 3
 RG0191
 RG0191.Superseded values are not recommended for survey control.
 RG0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0191.See file dsdata.txt to determine how the superseded data were derived.
 RG0191
 RG0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM0903633951(NAD 83)
 RG0191_MARKER: Z = SEE DESCRIPTION
 RG0191_SETTING: 0 = UNSPECIFIED SETTING
 RG0191_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0191
 RG0191  HISTORY     - Date     Condition        Report By
 RG0191  HISTORY     - 1913     MONUMENTED       IBC
 RG0191  HISTORY     - 1964     GOOD             IBC
 RG0191
 RG0191                          STATION DESCRIPTION
 RG0191
 RG0191'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1913 (JBB)
 RG0191'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0191'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0191'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0191'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0191'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0191'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0191'THE POST.
 RG0191
 RG0191                          STATION RECOVERY (1964)
 RG0191
 RG0191'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1964
 RG0191'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0195 ***********************************************************************
 RG0195  DESIGNATION -  REF MON C 36 IBC
 RG0195  PID         -  RG0195
 RG0195  STATE/COUNTY-  ME/SOMERSET
 RG0195  USGS QUAD   -  HARDWOOD MOUNTAIN SW (1989)
 RG0195
 RG0195                         *CURRENT SURVEY CONTROL
 RG0195  ___________________________________________________________________
 RG0195* NAD 83(1996)-  46 20 53.68349(N)    070 11 33.67375(W)     ADJUSTED  
 RG0195* NAVD 88     -       371.     (meters)    1217.     (feet)  SCALED    
 RG0195  ___________________________________________________________________
 RG0195  LAPLACE CORR-           3.75  (seconds)                    DEFLEC99
 RG0195  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 RG0195
 RG0195  HORZ ORDER  -  THIRD
 RG0195
 RG0195.The horizontal coordinates were established by classical geodetic methods
 RG0195.and adjusted by the National Geodetic Survey in March 1998..
 RG0195
 RG0195.The orthometric height was scaled from a topographic map.
 RG0195
 RG0195.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0195
 RG0195.The geoid height was determined by GEOID03.
 RG0195
 RG0195;                    North         East     Units Scale Factor Converg.
 RG0195;SPC ME W     -   390,577.659   897,997.117   MT  0.99996672   -0 01 07.8
 RG0195;UTM  19      - 5,133,432.290   408,228.872   MT  0.99970352   -0 51 46.9
 RG0195
 RG0195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0195!SPC ME W     -   0.99994599  x   0.99996672  =   0.99991272
 RG0195!UTM  19      -   0.99994599  x   0.99970352  =   0.99964953
 RG0195
 RG0195                          SUPERSEDED SURVEY CONTROL
 RG0195
 RG0195  NAD 83(1992)-  46 20 53.68639(N)    070 11 33.66703(W) AD(       ) 3
 RG0195  NAD 83(1986)-  46 20 53.69405(N)    070 11 33.69276(W) AD(       ) 3
 RG0195  NAD 27      -  46 20 53.61100(N)    070 11 35.39500(W) AD(       ) 3
 RG0195
 RG0195.Superseded values are not recommended for survey control.
 RG0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0195.See file dsdata.txt to determine how the superseded data were derived.
 RG0195
 RG0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM0822933432(NAD 83)
 RG0195_MARKER: Z = SEE DESCRIPTION
 RG0195_SETTING: 0 = UNSPECIFIED SETTING
 RG0195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0195
 RG0195  HISTORY     - Date     Condition        Report By
 RG0195  HISTORY     - 1914     MONUMENTED       IBC
 RG0195  HISTORY     - 1943     POOR             IBC
 RG0195  HISTORY     - 1964     GOOD             IBC
 RG0195  HISTORY     - 1965     SEE DESCRIPTION  IBC
 RG0195
 RG0195                          STATION DESCRIPTION
 RG0195
 RG0195'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (TF)
 RG0195'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0195'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0195'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0195'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0195'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0195'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0195'THE POST.
 RG0195
 RG0195                          STATION RECOVERY (1943)
 RG0195
 RG0195'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1943
 RG0195'FOUND WITH TOP OF POST DISINTEGRATING.  THE POST WAS CHIPPED OUT TO A
 RG0195'DEPTH OF 1 INCH BELOW THE TOP OF THE BASE AND THE HOLE FILLED WITH
 RG0195'CEMENT.  THE CENTER WAS MARKED BY A COPPER TACK.
 RG0195
 RG0195                          STATION RECOVERY (1964)
 RG0195
 RG0195'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1964
 RG0195'STATION RECOVERED IN GOOD CONDITION.
 RG0195
 RG0195                          STATION RECOVERY (1965)
 RG0195
 RG0195'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 RG0195'NEW POST AND RECAPPED BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0200 ***********************************************************************
 RG0200  DESIGNATION -  REF MON C 38 IBC
 RG0200  PID         -  RG0200
 RG0200  STATE/COUNTY-  ME/SOMERSET
 RG0200  USGS QUAD   -  HARDWOOD MOUNTAIN SW (1989)
 RG0200
 RG0200                         *CURRENT SURVEY CONTROL
 RG0200  ___________________________________________________________________
 RG0200* NAD 83(1996)-  46 20 29.02228(N)    070 11 50.28125(W)     ADJUSTED  
 RG0200* NAVD 88     -       373.     (meters)    1224.     (feet)  SCALED    
 RG0200  ___________________________________________________________________
 RG0200  LAPLACE CORR-           3.97  (seconds)                    DEFLEC99
 RG0200  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 RG0200
 RG0200  HORZ ORDER  -  THIRD
 RG0200
 RG0200.The horizontal coordinates were established by classical geodetic methods
 RG0200.and adjusted by the National Geodetic Survey in March 1998..
 RG0200
 RG0200.The orthometric height was scaled from a topographic map.
 RG0200
 RG0200.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0200
 RG0200.The geoid height was determined by GEOID03.
 RG0200
 RG0200;                    North         East     Units Scale Factor Converg.
 RG0200;SPC ME W     -   389,816.341   897,641.729   MT  0.99996674   -0 01 19.8
 RG0200;UTM  19      - 5,132,676.489   407,862.403   MT  0.99970435   -0 51 58.6
 RG0200
 RG0200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0200!SPC ME W     -   0.99994568  x   0.99996674  =   0.99991242
 RG0200!UTM  19      -   0.99994568  x   0.99970435  =   0.99965005
 RG0200
 RG0200                          SUPERSEDED SURVEY CONTROL
 RG0200
 RG0200  NAD 83(1992)-  46 20 29.02375(N)    070 11 50.27472(W) AD(       ) 3
 RG0200  NAD 83(1986)-  46 20 29.03129(N)    070 11 50.30063(W) AD(       ) 3
 RG0200  NAD 27      -  46 20 28.95000(N)    070 11 52.00300(W) AD(       ) 3
 RG0200
 RG0200.Superseded values are not recommended for survey control.
 RG0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0200.See file dsdata.txt to determine how the superseded data were derived.
 RG0200
 RG0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM0786232676(NAD 83)
 RG0200_MARKER: Z = SEE DESCRIPTION
 RG0200_SETTING: 0 = UNSPECIFIED SETTING
 RG0200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0200
 RG0200  HISTORY     - Date     Condition        Report By
 RG0200  HISTORY     - 1914     MONUMENTED       IBC
 RG0200
 RG0200                          STATION DESCRIPTION
 RG0200
 RG0200'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (TF)
 RG0200'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0200'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0200'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0200'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0200'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0200'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0200'THE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0205 ***********************************************************************
 RG0205  DESIGNATION -  REF MON C 40 IBC
 RG0205  PID         -  RG0205
 RG0205  STATE/COUNTY-  ME/SOMERSET
 RG0205  USGS QUAD   -  HARDWOOD MOUNTAIN SW (1989)
 RG0205
 RG0205                         *CURRENT SURVEY CONTROL
 RG0205  ___________________________________________________________________
 RG0205* NAD 83(1996)-  46 20 09.78871(N)    070 12 12.40753(W)     ADJUSTED  
 RG0205* NAVD 88     -       373.     (meters)    1224.     (feet)  SCALED    
 RG0205  ___________________________________________________________________
 RG0205  LAPLACE CORR-           4.05  (seconds)                    DEFLEC99
 RG0205  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 RG0205
 RG0205  HORZ ORDER  -  THIRD
 RG0205
 RG0205.The horizontal coordinates were established by classical geodetic methods
 RG0205.and adjusted by the National Geodetic Survey in March 1998..
 RG0205
 RG0205.The orthometric height was scaled from a topographic map.
 RG0205
 RG0205.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0205
 RG0205.The geoid height was determined by GEOID03.
 RG0205
 RG0205;                    North         East     Units Scale Factor Converg.
 RG0205;SPC ME W     -   389,222.683   897,168.302   MT  0.99996677   -0 01 35.8
 RG0205;UTM  19      - 5,132,090.024   407,380.408   MT  0.99970545   -0 52 14.3
 RG0205
 RG0205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0205!SPC ME W     -   0.99994568  x   0.99996677  =   0.99991245
 RG0205!UTM  19      -   0.99994568  x   0.99970545  =   0.99965115
 RG0205
 RG0205                          SUPERSEDED SURVEY CONTROL
 RG0205
 RG0205  NAD 83(1992)-  46 20 09.78894(N)    070 12 12.40162(W) AD(       ) 3
 RG0205  NAD 83(1986)-  46 20 09.79641(N)    070 12 12.42772(W) AD(       ) 3
 RG0205  NAD 27      -  46 20 09.71800(N)    070 12 14.12900(W) AD(       ) 3
 RG0205
 RG0205.Superseded values are not recommended for survey control.
 RG0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0205.See file dsdata.txt to determine how the superseded data were derived.
 RG0205
 RG0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM0738032090(NAD 83)
 RG0205_MARKER: Z = SEE DESCRIPTION
 RG0205_SETTING: 0 = UNSPECIFIED SETTING
 RG0205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0205
 RG0205  HISTORY     - Date     Condition        Report By
 RG0205  HISTORY     - 1914     MONUMENTED       IBC
 RG0205  HISTORY     - 1943     POOR             IBC
 RG0205  HISTORY     - 1964     GOOD             IBC
 RG0205
 RG0205                          STATION DESCRIPTION
 RG0205
 RG0205'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (TF)
 RG0205'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0205'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0205'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0205'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0205'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0205'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0205'THE POST.
 RG0205
 RG0205                          STATION RECOVERY (1943)
 RG0205
 RG0205'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1943
 RG0205'FOUND WITH TOP OF POST DISINTEGRATING.  THE POST WAS CHIPPED OUT TO A
 RG0205'DEPTH OF 1 INCH BELOW THE TOP OF THE BASE AND THE HOLE FILLED WITH
 RG0205'CEMENT.  THE CENTER WAS MARKED BY A COPPER TACK.
 RG0205
 RG0205                          STATION RECOVERY (1964)
 RG0205
 RG0205'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1964
 RG0205'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0227 ***********************************************************************
 RG0227  DESIGNATION -  REF MON C 42 IBC
 RG0227  PID         -  RG0227
 RG0227  STATE/COUNTY-  ME/SOMERSET
 RG0227  USGS QUAD   -  HARDWOOD MOUNTAIN SW (1989)
 RG0227
 RG0227                         *CURRENT SURVEY CONTROL
 RG0227  ___________________________________________________________________
 RG0227* NAD 83(1996)-  46 19 47.19885(N)    070 12 34.54396(W)     ADJUSTED  
 RG0227* NAVD 88     -       381.     (meters)    1250.     (feet)  SCALED    
 RG0227  ___________________________________________________________________
 RG0227  LAPLACE CORR-           4.07  (seconds)                    DEFLEC99
 RG0227  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 RG0227
 RG0227  HORZ ORDER  -  THIRD
 RG0227
 RG0227.The horizontal coordinates were established by classical geodetic methods
 RG0227.and adjusted by the National Geodetic Survey in March 1998..
 RG0227
 RG0227.The orthometric height was scaled from a topographic map.
 RG0227
 RG0227.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0227
 RG0227.The geoid height was determined by GEOID03.
 RG0227
 RG0227;                    North         East     Units Scale Factor Converg.
 RG0227;SPC ME W     -   388,525.434   896,694.509   MT  0.99996680   -0 01 51.8
 RG0227;UTM  19      - 5,131,400.009   406,896.522   MT  0.99970655   -0 52 30.0
 RG0227
 RG0227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0227!SPC ME W     -   0.99994443  x   0.99996680  =   0.99991123
 RG0227!UTM  19      -   0.99994443  x   0.99970655  =   0.99965099
 RG0227
 RG0227                          SUPERSEDED SURVEY CONTROL
 RG0227
 RG0227  NAD 83(1992)-  46 19 47.19776(N)    070 12 34.53854(W) AD(       ) 3
 RG0227  NAD 83(1986)-  46 19 47.20512(N)    070 12 34.56483(W) AD(       ) 3
 RG0227  NAD 27      -  46 19 47.12900(N)    070 12 36.26600(W) AD(       ) 3
 RG0227
 RG0227.Superseded values are not recommended for survey control.
 RG0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0227.See file dsdata.txt to determine how the superseded data were derived.
 RG0227
 RG0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM0689731400(NAD 83)
 RG0227_MARKER: Z = SEE DESCRIPTION
 RG0227_SETTING: 0 = UNSPECIFIED SETTING
 RG0227_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0227
 RG0227  HISTORY     - Date     Condition        Report By
 RG0227  HISTORY     - 1914     MONUMENTED       IBC
 RG0227  HISTORY     - 1964     GOOD             IBC
 RG0227
 RG0227                          STATION DESCRIPTION
 RG0227
 RG0227'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (TF)
 RG0227'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0227'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0227'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0227'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0227'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0227'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0227'THE POST.
 RG0227
 RG0227                          STATION RECOVERY (1964)
 RG0227
 RG0227'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1964
 RG0227'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0226 ***********************************************************************
 RG0226  DESIGNATION -  REF MON C 44 IBC
 RG0226  PID         -  RG0226
 RG0226  STATE/COUNTY-  ME/SOMERSET
 RG0226  USGS QUAD   -  HARDWOOD MOUNTAIN SW (1989)
 RG0226
 RG0226                         *CURRENT SURVEY CONTROL
 RG0226  ___________________________________________________________________
 RG0226* NAD 83(1996)-  46 19 18.07409(N)    070 12 34.49103(W)     ADJUSTED  
 RG0226* NAVD 88     -       381.     (meters)    1250.     (feet)  SCALED    
 RG0226  ___________________________________________________________________
 RG0226  LAPLACE CORR-           4.13  (seconds)                    DEFLEC99
 RG0226  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 RG0226
 RG0226  HORZ ORDER  -  THIRD
 RG0226
 RG0226.The horizontal coordinates were established by classical geodetic methods
 RG0226.and adjusted by the National Geodetic Survey in March 1998..
 RG0226
 RG0226.The orthometric height was scaled from a topographic map.
 RG0226
 RG0226.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0226
 RG0226.The geoid height was determined by GEOID03.
 RG0226
 RG0226;                    North         East     Units Scale Factor Converg.
 RG0226;SPC ME W     -   387,626.174   896,695.154   MT  0.99996680   -0 01 51.7
 RG0226;UTM  19      - 5,130,501.071   406,883.926   MT  0.99970658   -0 52 29.5
 RG0226
 RG0226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0226!SPC ME W     -   0.99994442  x   0.99996680  =   0.99991123
 RG0226!UTM  19      -   0.99994442  x   0.99970658  =   0.99965102
 RG0226
 RG0226                          SUPERSEDED SURVEY CONTROL
 RG0226
 RG0226  NAD 83(1992)-  46 19 18.07182(N)    070 12 34.48488(W) AD(       ) 3
 RG0226  NAD 83(1986)-  46 19 18.07897(N)    070 12 34.51127(W) AD(       ) 3
 RG0226  NAD 27      -  46 19 18.00500(N)    070 12 36.21400(W) AD(       ) 3
 RG0226
 RG0226.Superseded values are not recommended for survey control.
 RG0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0226.See file dsdata.txt to determine how the superseded data were derived.
 RG0226
 RG0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM0688430501(NAD 83)
 RG0226_MARKER: Z = SEE DESCRIPTION
 RG0226_SETTING: 0 = UNSPECIFIED SETTING
 RG0226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0226
 RG0226  HISTORY     - Date     Condition        Report By
 RG0226  HISTORY     - 1914     MONUMENTED       IBC
 RG0226  HISTORY     - 1964     GOOD             IBC
 RG0226
 RG0226                          STATION DESCRIPTION
 RG0226
 RG0226'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (TF)
 RG0226'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0226'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0226'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0226'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0226'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0226'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0226'THE POST.
 RG0226
 RG0226                          STATION RECOVERY (1964)
 RG0226
 RG0226'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1964
 RG0226'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0211 ***********************************************************************
 RG0211  DESIGNATION -  REF MON C 48 IBC
 RG0211  PID         -  RG0211
 RG0211  STATE/COUNTY-  ME/SOMERSET
 RG0211  USGS QUAD   -  HARDWOOD MOUNTAIN SW (1989)
 RG0211
 RG0211                         *CURRENT SURVEY CONTROL
 RG0211  ___________________________________________________________________
 RG0211* NAD 83(1996)-  46 18 42.37198(N)    070 12 18.14527(W)     ADJUSTED  
 RG0211* NAVD 88     -       373.     (meters)    1224.     (feet)  SCALED    
 RG0211  ___________________________________________________________________
 RG0211  LAPLACE CORR-           4.38  (seconds)                    DEFLEC99
 RG0211  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 RG0211
 RG0211  HORZ ORDER  -  THIRD
 RG0211
 RG0211.The horizontal coordinates were established by classical geodetic methods
 RG0211.and adjusted by the National Geodetic Survey in March 1998..
 RG0211
 RG0211.The orthometric height was scaled from a topographic map.
 RG0211
 RG0211.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0211
 RG0211.The geoid height was determined by GEOID03.
 RG0211
 RG0211;                    North         East     Units Scale Factor Converg.
 RG0211;SPC ME W     -   386,523.654   897,044.286   MT  0.99996677   -0 01 39.9
 RG0211;UTM  19      - 5,129,393.818   407,216.698   MT  0.99970582   -0 52 17.2
 RG0211
 RG0211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0211!SPC ME W     -   0.99994568  x   0.99996677  =   0.99991245
 RG0211!UTM  19      -   0.99994568  x   0.99970582  =   0.99965151
 RG0211
 RG0211                          SUPERSEDED SURVEY CONTROL
 RG0211
 RG0211  NAD 83(1992)-  46 18 42.36872(N)    070 12 18.13776(W) AD(       ) 3
 RG0211  NAD 83(1986)-  46 18 42.37556(N)    070 12 18.16411(W) AD(       ) 3
 RG0211  NAD 27      -  46 18 42.30400(N)    070 12 19.87300(W) AD(       ) 3
 RG0211
 RG0211.Superseded values are not recommended for survey control.
 RG0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0211.See file dsdata.txt to determine how the superseded data were derived.
 RG0211
 RG0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM0721729394(NAD 83)
 RG0211_MARKER: Z = SEE DESCRIPTION
 RG0211_SETTING: 0 = UNSPECIFIED SETTING
 RG0211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0211
 RG0211  HISTORY     - Date     Condition        Report By
 RG0211  HISTORY     - 1914     MONUMENTED       IBC
 RG0211  HISTORY     - 1964     GOOD             IBC
 RG0211
 RG0211                          STATION DESCRIPTION
 RG0211
 RG0211'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (TF)
 RG0211'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0211'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0211'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0211'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0211'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0211'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0211'THE POST.
 RG0211
 RG0211                          STATION RECOVERY (1964)
 RG0211
 RG0211'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1964
 RG0211'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0222 ***********************************************************************
 RG0222  DESIGNATION -  REF MON C 50 IBC
 RG0222  PID         -  RG0222
 RG0222  STATE/COUNTY-  ME/SOMERSET
 RG0222  USGS QUAD   -  HARDWOOD MOUNTAIN SW (1989)
 RG0222
 RG0222                         *CURRENT SURVEY CONTROL
 RG0222  ___________________________________________________________________
 RG0222* NAD 83(1996)-  46 18 23.10307(N)    070 12 28.04476(W)     ADJUSTED  
 RG0222* NAVD 88     -       373.     (meters)    1224.     (feet)  SCALED    
 RG0222  ___________________________________________________________________
 RG0222  LAPLACE CORR-           4.36  (seconds)                    DEFLEC99
 RG0222  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 RG0222
 RG0222  HORZ ORDER  -  THIRD
 RG0222
 RG0222.The horizontal coordinates were established by classical geodetic methods
 RG0222.and adjusted by the National Geodetic Survey in March 1998..
 RG0222
 RG0222.The orthometric height was scaled from a topographic map.
 RG0222
 RG0222.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0222
 RG0222.The geoid height was determined by GEOID03.
 RG0222
 RG0222;                    North         East     Units Scale Factor Converg.
 RG0222;SPC ME W     -   385,928.813   896,832.170   MT  0.99996679   -0 01 47.0
 RG0222;UTM  19      - 5,128,802.319   406,995.905   MT  0.99970633   -0 52 24.1
 RG0222
 RG0222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0222!SPC ME W     -   0.99994568  x   0.99996679  =   0.99991247
 RG0222!UTM  19      -   0.99994568  x   0.99970633  =   0.99965202
 RG0222
 RG0222                          SUPERSEDED SURVEY CONTROL
 RG0222
 RG0222  NAD 83(1992)-  46 18 23.09941(N)    070 12 28.03694(W) AD(       ) 3
 RG0222  NAD 83(1986)-  46 18 23.10607(N)    070 12 28.06344(W) AD(       ) 3
 RG0222  NAD 27      -  46 18 23.03500(N)    070 12 29.77300(W) AD(       ) 3
 RG0222
 RG0222.Superseded values are not recommended for survey control.
 RG0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0222.See file dsdata.txt to determine how the superseded data were derived.
 RG0222
 RG0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM0699628802(NAD 83)
 RG0222_MARKER: Z = SEE DESCRIPTION
 RG0222_SETTING: 0 = UNSPECIFIED SETTING
 RG0222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0222
 RG0222  HISTORY     - Date     Condition        Report By
 RG0222  HISTORY     - 1914     MONUMENTED       IBC
 RG0222  HISTORY     - 1943     POOR             IBC
 RG0222  HISTORY     - 1965     GOOD             IBC
 RG0222
 RG0222                          STATION DESCRIPTION
 RG0222
 RG0222'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (TF)
 RG0222'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0222'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0222'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0222'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0222'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0222'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0222'THE POST.
 RG0222
 RG0222                          STATION RECOVERY (1943)
 RG0222
 RG0222'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1943
 RG0222'FOUND WITH TOP OF BASE DISINTEGRATING.  THE BASE WAS BUILT UP AND A
 RG0222'CEMENT CAP ADDED.
 RG0222
 RG0222                          STATION RECOVERY (1965)
 RG0222
 RG0222'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 RG0222'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0223 ***********************************************************************
 RG0223  DESIGNATION -  REF MON C 52 IBC
 RG0223  PID         -  RG0223
 RG0223  STATE/COUNTY-  ME/SOMERSET
 RG0223  USGS QUAD   -  HARDWOOD MOUNTAIN SW (1989)
 RG0223
 RG0223                         *CURRENT SURVEY CONTROL
 RG0223  ___________________________________________________________________
 RG0223* NAD 83(1996)-  46 18 01.72324(N)    070 12 29.79145(W)     ADJUSTED  
 RG0223* NAVD 88     -       373.     (meters)    1224.     (feet)  SCALED    
 RG0223  ___________________________________________________________________
 RG0223  LAPLACE CORR-           4.44  (seconds)                    DEFLEC99
 RG0223  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 RG0223
 RG0223  HORZ ORDER  -  THIRD
 RG0223
 RG0223.The horizontal coordinates were established by classical geodetic methods
 RG0223.and adjusted by the National Geodetic Survey in March 1998..
 RG0223
 RG0223.The orthometric height was scaled from a topographic map.
 RG0223
 RG0223.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0223
 RG0223.The geoid height was determined by GEOID03.
 RG0223
 RG0223;                    North         East     Units Scale Factor Converg.
 RG0223;SPC ME W     -   385,268.710   896,794.449   MT  0.99996679   -0 01 48.3
 RG0223;UTM  19      - 5,128,143.014   406,948.481   MT  0.99970643   -0 52 25.0
 RG0223
 RG0223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0223!SPC ME W     -   0.99994567  x   0.99996679  =   0.99991247
 RG0223!UTM  19      -   0.99994567  x   0.99970643  =   0.99965212
 RG0223
 RG0223                          SUPERSEDED SURVEY CONTROL
 RG0223
 RG0223  NAD 83(1992)-  46 18 01.71972(N)    070 12 29.78312(W) AD(       ) 3
 RG0223  NAD 83(1986)-  46 18 01.72609(N)    070 12 29.80970(W) AD(       ) 3
 RG0223  NAD 27      -  46 18 01.65500(N)    070 12 31.52000(W) AD(       ) 3
 RG0223
 RG0223.Superseded values are not recommended for survey control.
 RG0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0223.See file dsdata.txt to determine how the superseded data were derived.
 RG0223
 RG0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM0694828143(NAD 83)
 RG0223_MARKER: Z = SEE DESCRIPTION
 RG0223_SETTING: 0 = UNSPECIFIED SETTING
 RG0223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0223
 RG0223  HISTORY     - Date     Condition        Report By
 RG0223  HISTORY     - 1914     MONUMENTED       IBC
 RG0223  HISTORY     - 1965     GOOD             IBC
 RG0223
 RG0223                          STATION DESCRIPTION
 RG0223
 RG0223'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (TF)
 RG0223'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0223'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0223'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0223'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0223'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0223'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0223'THE POST.
 RG0223
 RG0223                          STATION RECOVERY (1965)
 RG0223
 RG0223'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 RG0223'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0229 ***********************************************************************
 RG0229  DESIGNATION -  REF MON C 53 IBC
 RG0229  PID         -  RG0229
 RG0229  STATE/COUNTY-  ME/SOMERSET
 RG0229  USGS QUAD   -  HARDWOOD MOUNTAIN SW (1989)
 RG0229
 RG0229                         *CURRENT SURVEY CONTROL
 RG0229  ___________________________________________________________________
 RG0229* NAD 83(1996)-  46 17 55.16462(N)    070 12 50.30406(W)     ADJUSTED  
 RG0229* NAVD 88     -       373.     (meters)    1224.     (feet)  SCALED    
 RG0229  ___________________________________________________________________
 RG0229  LAPLACE CORR-           4.43  (seconds)                    DEFLEC99
 RG0229  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 RG0229
 RG0229  HORZ ORDER  -  THIRD
 RG0229
 RG0229.The horizontal coordinates were established by classical geodetic methods
 RG0229.and adjusted by the National Geodetic Survey in March 1998..
 RG0229
 RG0229.The orthometric height was scaled from a topographic map.
 RG0229
 RG0229.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0229
 RG0229.The geoid height was determined by GEOID03.
 RG0229
 RG0229;                    North         East     Units Scale Factor Converg.
 RG0229;SPC ME W     -   385,066.452   896,355.356   MT  0.99996683   -0 02 03.1
 RG0229;UTM  19      - 5,127,947.294   406,506.573   MT  0.99970745   -0 52 39.7
 RG0229
 RG0229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0229!SPC ME W     -   0.99994568  x   0.99996683  =   0.99991251
 RG0229!UTM  19      -   0.99994568  x   0.99970745  =   0.99965314
 RG0229
 RG0229                          SUPERSEDED SURVEY CONTROL
 RG0229
 RG0229  NAD 83(1992)-  46 17 55.16097(N)    070 12 50.29553(W) AD(       ) 3
 RG0229  NAD 83(1986)-  46 17 55.16727(N)    070 12 50.32239(W) AD(       ) 3
 RG0229  NAD 27      -  46 17 55.09700(N)    070 12 52.03200(W) AD(       ) 3
 RG0229
 RG0229.Superseded values are not recommended for survey control.
 RG0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0229.See file dsdata.txt to determine how the superseded data were derived.
 RG0229
 RG0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM0650727947(NAD 83)
 RG0229_MARKER: Z = SEE DESCRIPTION
 RG0229_SETTING: 0 = UNSPECIFIED SETTING
 RG0229_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0229
 RG0229  HISTORY     - Date     Condition        Report By
 RG0229  HISTORY     - 1914     MONUMENTED       IBC
 RG0229  HISTORY     - 1965     GOOD             IBC
 RG0229
 RG0229                          STATION DESCRIPTION
 RG0229
 RG0229'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (TF)
 RG0229'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0229'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0229'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0229'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0229'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0229'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0229'THE POST.
 RG0229
 RG0229                          STATION RECOVERY (1965)
 RG0229
 RG0229'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 RG0229'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0235 ***********************************************************************
 RG0235  DESIGNATION -  REF MON C 56 IBC
 RG0235  PID         -  RG0235
 RG0235  STATE/COUNTY-  ME/SOMERSET
 RG0235  USGS QUAD   -  HARDWOOD MOUNTAIN SW (1989)
 RG0235
 RG0235                         *CURRENT SURVEY CONTROL
 RG0235  ___________________________________________________________________
 RG0235* NAD 83(1996)-  46 17 37.98695(N)    070 13 23.01571(W)     ADJUSTED  
 RG0235* NAVD 88     -       374.     (meters)    1227.     (feet)  SCALED    
 RG0235  ___________________________________________________________________
 RG0235  LAPLACE CORR-           4.52  (seconds)                    DEFLEC99
 RG0235  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 RG0235
 RG0235  HORZ ORDER  -  THIRD
 RG0235
 RG0235.The horizontal coordinates were established by classical geodetic methods
 RG0235.and adjusted by the National Geodetic Survey in March 1998..
 RG0235
 RG0235.The orthometric height was scaled from a topographic map.
 RG0235
 RG0235.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0235
 RG0235.The geoid height was determined by GEOID03.
 RG0235
 RG0235;                    North         East     Units Scale Factor Converg.
 RG0235;SPC ME W     -   384,536.534   895,654.923   MT  0.99996690   -0 02 26.8
 RG0235;UTM  19      - 5,127,427.877   405,798.598   MT  0.99970908   -0 53 03.1
 RG0235
 RG0235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0235!SPC ME W     -   0.99994552  x   0.99996690  =   0.99991242
 RG0235!UTM  19      -   0.99994552  x   0.99970908  =   0.99965462
 RG0235
 RG0235                          SUPERSEDED SURVEY CONTROL
 RG0235
 RG0235  NAD 83(1992)-  46 17 37.98310(N)    070 13 23.00677(W) AD(       ) 3
 RG0235  NAD 83(1986)-  46 17 37.98921(N)    070 13 23.03408(W) AD(       ) 3
 RG0235  NAD 27      -  46 17 37.92000(N)    070 13 24.74200(W) AD(       ) 3
 RG0235
 RG0235.Superseded values are not recommended for survey control.
 RG0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0235.See file dsdata.txt to determine how the superseded data were derived.
 RG0235
 RG0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM0579927428(NAD 83)
 RG0235_MARKER: Z = SEE DESCRIPTION
 RG0235_SETTING: 0 = UNSPECIFIED SETTING
 RG0235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0235
 RG0235  HISTORY     - Date     Condition        Report By
 RG0235  HISTORY     - 1914     MONUMENTED       IBC
 RG0235  HISTORY     - 1965     GOOD             IBC
 RG0235
 RG0235                          STATION DESCRIPTION
 RG0235
 RG0235'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (TF)
 RG0235'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0235'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0235'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0235'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0235'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0235'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0235'THE POST.
 RG0235
 RG0235                          STATION RECOVERY (1965)
 RG0235
 RG0235'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 RG0235'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0236 ***********************************************************************
 RG0236  DESIGNATION -  REF MON C 57 IBC
 RG0236  PID         -  RG0236
 RG0236  STATE/COUNTY-  ME/SOMERSET
 RG0236  USGS QUAD   -  HARDWOOD MOUNTAIN SW (1989)
 RG0236
 RG0236                         *CURRENT SURVEY CONTROL
 RG0236  ___________________________________________________________________
 RG0236* NAD 83(1996)-  46 17 46.45145(N)    070 13 44.00469(W)     ADJUSTED  
 RG0236* NAVD 88     -       374.     (meters)    1227.     (feet)  SCALED    
 RG0236  ___________________________________________________________________
 RG0236  LAPLACE CORR-           4.42  (seconds)                    DEFLEC99
 RG0236  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 RG0236
 RG0236  HORZ ORDER  -  THIRD
 RG0236
 RG0236.The horizontal coordinates were established by classical geodetic methods
 RG0236.and adjusted by the National Geodetic Survey in March 1998..
 RG0236
 RG0236.The orthometric height was scaled from a topographic map.
 RG0236
 RG0236.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0236
 RG0236.The geoid height was determined by GEOID03.
 RG0236
 RG0236;                    North         East     Units Scale Factor Converg.
 RG0236;SPC ME W     -   384,798.219   895,205.908   MT  0.99996695   -0 02 41.9
 RG0236;UTM  19      - 5,127,696.075   405,353.599   MT  0.99971011   -0 53 18.4
 RG0236
 RG0236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0236!SPC ME W     -   0.99994552  x   0.99996695  =   0.99991247
 RG0236!UTM  19      -   0.99994552  x   0.99971011  =   0.99965565
 RG0236
 RG0236                          SUPERSEDED SURVEY CONTROL
 RG0236
 RG0236  NAD 83(1992)-  46 17 46.44731(N)    070 13 43.99555(W) AD(       ) 3
 RG0236  NAD 83(1986)-  46 17 46.45345(N)    070 13 44.02287(W) AD(       ) 3
 RG0236  NAD 27      -  46 17 46.38500(N)    070 13 45.73100(W) AD(       ) 3
 RG0236
 RG0236.Superseded values are not recommended for survey control.
 RG0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0236.See file dsdata.txt to determine how the superseded data were derived.
 RG0236
 RG0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM0535427696(NAD 83)
 RG0236_MARKER: Z = SEE DESCRIPTION
 RG0236_SETTING: 0 = UNSPECIFIED SETTING
 RG0236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0236
 RG0236  HISTORY     - Date     Condition        Report By
 RG0236  HISTORY     - 1914     MONUMENTED       IBC
 RG0236
 RG0236                          STATION DESCRIPTION
 RG0236
 RG0236'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (TF)
 RG0236'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0236'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0236'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0236'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0236'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0236'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0236'THE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0238 ***********************************************************************
 RG0238  DESIGNATION -  REF MON C 58 IBC
 RG0238  PID         -  RG0238
 RG0238  STATE/COUNTY-  ME/SOMERSET
 RG0238  USGS QUAD   -  HARDWOOD MOUNTAIN SW (1989)
 RG0238
 RG0238                         *CURRENT SURVEY CONTROL
 RG0238  ___________________________________________________________________
 RG0238* NAD 83(1996)-  46 17 09.74335(N)    070 14 02.70780(W)     ADJUSTED  
 RG0238* NAVD 88     -       381.     (meters)    1250.     (feet)  SCALED    
 RG0238  ___________________________________________________________________
 RG0238  LAPLACE CORR-           4.60  (seconds)                    DEFLEC99
 RG0238  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 RG0238
 RG0238  HORZ ORDER  -  THIRD
 RG0238
 RG0238.The horizontal coordinates were established by classical geodetic methods
 RG0238.and adjusted by the National Geodetic Survey in March 1998..
 RG0238
 RG0238.The orthometric height was scaled from a topographic map.
 RG0238
 RG0238.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0238
 RG0238.The geoid height was determined by GEOID03.
 RG0238
 RG0238;                    North         East     Units Scale Factor Converg.
 RG0238;SPC ME W     -   383,665.150   894,804.665   MT  0.99996700   -0 02 55.4
 RG0238;UTM  19      - 5,126,569.324   404,935.828   MT  0.99971109   -0 53 31.4
 RG0238
 RG0238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0238!SPC ME W     -   0.99994442  x   0.99996700  =   0.99991143
 RG0238!UTM  19      -   0.99994442  x   0.99971109  =   0.99965553
 RG0238
 RG0238                          SUPERSEDED SURVEY CONTROL
 RG0238
 RG0238  NAD 83(1992)-  46 17 09.73968(N)    070 14 02.69785(W) AD(       ) 3
 RG0238  NAD 83(1986)-  46 17 09.74577(N)    070 14 02.72528(W) AD(       ) 3
 RG0238  NAD 27      -  46 17 09.67500(N)    070 14 04.43500(W) AD(       ) 3
 RG0238
 RG0238.Superseded values are not recommended for survey control.
 RG0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0238.See file dsdata.txt to determine how the superseded data were derived.
 RG0238
 RG0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM0493626569(NAD 83)
 RG0238_MARKER: Z = SEE DESCRIPTION
 RG0238_SETTING: 0 = UNSPECIFIED SETTING
 RG0238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0238
 RG0238  HISTORY     - Date     Condition        Report By
 RG0238  HISTORY     - 1914     MONUMENTED       IBC
 RG0238  HISTORY     - 1965     GOOD             IBC
 RG0238
 RG0238                          STATION DESCRIPTION
 RG0238
 RG0238'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (TF)
 RG0238'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0238'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0238'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0238'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0238'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0238'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0238'THE POST.
 RG0238
 RG0238                          STATION RECOVERY (1965)
 RG0238
 RG0238'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 RG0238'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0241 ***********************************************************************
 RG0241  DESIGNATION -  REF MON C 59 IBC
 RG0241  PID         -  RG0241
 RG0241  STATE/COUNTY-  ME/SOMERSET
 RG0241  USGS QUAD   -  HARDWOOD MOUNTAIN SW (1989)
 RG0241
 RG0241                         *CURRENT SURVEY CONTROL
 RG0241  ___________________________________________________________________
 RG0241* NAD 83(1996)-  46 16 37.77189(N)    070 14 37.20314(W)     ADJUSTED  
 RG0241* NAVD 88     -       386.     (meters)    1266.     (feet)  SCALED    
 RG0241  ___________________________________________________________________
 RG0241  LAPLACE CORR-           4.61  (seconds)                    DEFLEC99
 RG0241  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 RG0241
 RG0241  HORZ ORDER  -  THIRD
 RG0241
 RG0241.The horizontal coordinates were established by classical geodetic methods
 RG0241.and adjusted by the National Geodetic Survey in March 1998..
 RG0241
 RG0241.The orthometric height was scaled from a topographic map.
 RG0241
 RG0241.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0241
 RG0241.The geoid height was determined by GEOID03.
 RG0241
 RG0241;                    North         East     Units Scale Factor Converg.
 RG0241;SPC ME W     -   382,678.676   894,065.308   MT  0.99996710   -0 03 20.3
 RG0241;UTM  19      - 5,125,594.088   404,182.225   MT  0.99971286   -0 53 55.9
 RG0241
 RG0241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0241!SPC ME W     -   0.99994364  x   0.99996710  =   0.99991074
 RG0241!UTM  19      -   0.99994364  x   0.99971286  =   0.99965652
 RG0241
 RG0241                          SUPERSEDED SURVEY CONTROL
 RG0241
 RG0241  NAD 83(1992)-  46 16 37.76852(N)    070 14 37.19221(W) AD(       ) 3
 RG0241  NAD 83(1986)-  46 16 37.77457(N)    070 14 37.21976(W) AD(       ) 3
 RG0241  NAD 27      -  46 16 37.70300(N)    070 14 38.93100(W) AD(       ) 3
 RG0241
 RG0241.Superseded values are not recommended for survey control.
 RG0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0241.See file dsdata.txt to determine how the superseded data were derived.
 RG0241
 RG0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM0418225594(NAD 83)
 RG0241_MARKER: Z = SEE DESCRIPTION
 RG0241_SETTING: 0 = UNSPECIFIED SETTING
 RG0241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0241
 RG0241  HISTORY     - Date     Condition        Report By
 RG0241  HISTORY     - 1914     MONUMENTED       IBC
 RG0241  HISTORY     - 1965     GOOD             IBC
 RG0241
 RG0241                          STATION DESCRIPTION
 RG0241
 RG0241'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (TF)
 RG0241'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0241'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0241'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0241'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0241'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0241'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0241'THE POST.
 RG0241
 RG0241                          STATION RECOVERY (1965)
 RG0241
 RG0241'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 RG0241'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0243 ***********************************************************************
 RG0243  DESIGNATION -  REF MON C 60 IBC
 RG0243  PID         -  RG0243
 RG0243  STATE/COUNTY-  ME/SOMERSET
 RG0243  USGS QUAD   -  HARDWOOD MOUNTAIN SW (1989)
 RG0243
 RG0243                         *CURRENT SURVEY CONTROL
 RG0243  ___________________________________________________________________
 RG0243* NAD 83(1996)-  46 16 16.03558(N)    070 14 54.03106(W)     ADJUSTED  
 RG0243* NAVD 88     -       396.     (meters)    1299.     (feet)  SCALED    
 RG0243  ___________________________________________________________________
 RG0243  LAPLACE CORR-           4.68  (seconds)                    DEFLEC99
 RG0243  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 RG0243
 RG0243  HORZ ORDER  -  THIRD
 RG0243
 RG0243.The horizontal coordinates were established by classical geodetic methods
 RG0243.and adjusted by the National Geodetic Survey in March 1998..
 RG0243
 RG0243.The orthometric height was scaled from a topographic map.
 RG0243
 RG0243.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0243
 RG0243.The geoid height was determined by GEOID03.
 RG0243
 RG0243;                    North         East     Units Scale Factor Converg.
 RG0243;SPC ME W     -   382,007.910   893,704.345   MT  0.99996715   -0 03 32.5
 RG0243;UTM  19      - 5,124,928.875   403,811.525   MT  0.99971373   -0 54 07.7
 RG0243
 RG0243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0243!SPC ME W     -   0.99994208  x   0.99996715  =   0.99990923
 RG0243!UTM  19      -   0.99994208  x   0.99971373  =   0.99965582
 RG0243
 RG0243                          SUPERSEDED SURVEY CONTROL
 RG0243
 RG0243  NAD 83(1992)-  46 16 16.03245(N)    070 14 54.01958(W) AD(       ) 3
 RG0243  NAD 83(1986)-  46 16 16.03847(N)    070 14 54.04719(W) AD(       ) 3
 RG0243  NAD 27      -  46 16 15.96600(N)    070 14 55.76000(W) AD(       ) 3
 RG0243
 RG0243.Superseded values are not recommended for survey control.
 RG0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0243.See file dsdata.txt to determine how the superseded data were derived.
 RG0243
 RG0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM0381224929(NAD 83)
 RG0243_MARKER: Z = SEE DESCRIPTION
 RG0243_SETTING: 0 = UNSPECIFIED SETTING
 RG0243_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0243
 RG0243  HISTORY     - Date     Condition        Report By
 RG0243  HISTORY     - 1914     MONUMENTED       IBC
 RG0243  HISTORY     - 1965     GOOD             IBC
 RG0243
 RG0243                          STATION DESCRIPTION
 RG0243
 RG0243'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (TF)
 RG0243'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0243'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0243'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0243'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0243'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0243'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0243'THE POST.
 RG0243
 RG0243                          STATION RECOVERY (1965)
 RG0243
 RG0243'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 RG0243'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0341 ***********************************************************************
 RG0341  DESIGNATION -  REF MON C 61 IBC
 RG0341  PID         -  RG0341
 RG0341  STATE/COUNTY-  ME/SOMERSET
 RG0341  USGS QUAD   -  HURRICANE POND (1989)
 RG0341
 RG0341                         *CURRENT SURVEY CONTROL
 RG0341  ___________________________________________________________________
 RG0341* NAD 83(1996)-  46 15 43.04446(N)    070 15 19.56418(W)     ADJUSTED  
 RG0341* NAVD 88     -       397.     (meters)    1302.     (feet)  SCALED    
 RG0341  ___________________________________________________________________
 RG0341  LAPLACE CORR-           4.75  (seconds)                    DEFLEC99
 RG0341  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 RG0341
 RG0341  HORZ ORDER  -  THIRD
 RG0341
 RG0341.The horizontal coordinates were established by classical geodetic methods
 RG0341.and adjusted by the National Geodetic Survey in March 1998..
 RG0341
 RG0341.The orthometric height was scaled from a topographic map.
 RG0341
 RG0341.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0341
 RG0341.The geoid height was determined by GEOID03.
 RG0341
 RG0341;                    North         East     Units Scale Factor Converg.
 RG0341;SPC ME W     -   380,989.871   893,156.501   MT  0.99996724   -0 03 50.9
 RG0341;UTM  19      - 5,123,919.262   403,248.904   MT  0.99971507   -0 54 25.7
 RG0341
 RG0341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0341!SPC ME W     -   0.99994192  x   0.99996724  =   0.99990916
 RG0341!UTM  19      -   0.99994192  x   0.99971507  =   0.99965701
 RG0341
 RG0341                          SUPERSEDED SURVEY CONTROL
 RG0341
 RG0341  NAD 83(1992)-  46 15 43.04172(N)    070 15 19.55191(W) AD(       ) 3
 RG0341  NAD 83(1986)-  46 15 43.04770(N)    070 15 19.57962(W) AD(       ) 3
 RG0341  NAD 27      -  46 15 42.97400(N)    070 15 21.29400(W) AD(       ) 3
 RG0341
 RG0341.Superseded values are not recommended for survey control.
 RG0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0341.See file dsdata.txt to determine how the superseded data were derived.
 RG0341
 RG0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM0324923919(NAD 83)
 RG0341_MARKER: Z = SEE DESCRIPTION
 RG0341_SETTING: 0 = UNSPECIFIED SETTING
 RG0341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0341
 RG0341  HISTORY     - Date     Condition        Report By
 RG0341  HISTORY     - 1914     MONUMENTED       IBC
 RG0341  HISTORY     - 1965     GOOD             IBC
 RG0341
 RG0341                          STATION DESCRIPTION
 RG0341
 RG0341'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (TF)
 RG0341'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0341'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0341'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0341'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0341'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0341'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0341'THE POST.
 RG0341
 RG0341                          STATION RECOVERY (1965)
 RG0341
 RG0341'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 RG0341'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0342 ***********************************************************************
 RG0342  DESIGNATION -  REF MON C 62 IBC
 RG0342  PID         -  RG0342
 RG0342  STATE/COUNTY-  ME/SOMERSET
 RG0342  USGS QUAD   -  HURRICANE POND (1989)
 RG0342
 RG0342                         *CURRENT SURVEY CONTROL
 RG0342  ___________________________________________________________________
 RG0342* NAD 83(1996)-  46 15 20.59879(N)    070 15 24.24373(W)     ADJUSTED  
 RG0342* NAVD 88     -       397.     (meters)    1302.     (feet)  SCALED    
 RG0342  ___________________________________________________________________
 RG0342  LAPLACE CORR-           4.87  (seconds)                    DEFLEC99
 RG0342  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 RG0342
 RG0342  HORZ ORDER  -  THIRD
 RG0342
 RG0342.The horizontal coordinates were established by classical geodetic methods
 RG0342.and adjusted by the National Geodetic Survey in March 1998..
 RG0342
 RG0342.The orthometric height was scaled from a topographic map.
 RG0342
 RG0342.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0342
 RG0342.The geoid height was determined by GEOID03.
 RG0342
 RG0342;                    North         East     Units Scale Factor Converg.
 RG0342;SPC ME W     -   380,296.958   893,055.501   MT  0.99996726   -0 03 54.2
 RG0342;UTM  19      - 5,123,228.084   403,137.748   MT  0.99971533   -0 54 28.7
 RG0342
 RG0342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0342!SPC ME W     -   0.99994192  x   0.99996726  =   0.99990918
 RG0342!UTM  19      -   0.99994192  x   0.99971533  =   0.99965727
 RG0342
 RG0342                          SUPERSEDED SURVEY CONTROL
 RG0342
 RG0342  NAD 83(1992)-  46 15 20.59639(N)    070 15 24.23112(W) AD(       ) 3
 RG0342  NAD 83(1986)-  46 15 20.60232(N)    070 15 24.25889(W) AD(       ) 3
 RG0342  NAD 27      -  46 15 20.52700(N)    070 15 25.97400(W) AD(       ) 3
 RG0342
 RG0342.Superseded values are not recommended for survey control.
 RG0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0342.See file dsdata.txt to determine how the superseded data were derived.
 RG0342
 RG0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM0313823228(NAD 83)
 RG0342_MARKER: Z = SEE DESCRIPTION
 RG0342_SETTING: 0 = UNSPECIFIED SETTING
 RG0342_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0342
 RG0342  HISTORY     - Date     Condition        Report By
 RG0342  HISTORY     - 1914     MONUMENTED       IBC
 RG0342  HISTORY     - 1965     GOOD             IBC
 RG0342
 RG0342                          STATION DESCRIPTION
 RG0342
 RG0342'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (TF)
 RG0342'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0342'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0342'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0342'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0342'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0342'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0342'THE POST.
 RG0342
 RG0342                          STATION RECOVERY (1965)
 RG0342
 RG0342'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 RG0342'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0343 ***********************************************************************
 RG0343  DESIGNATION -  REF MON C 63 IBC
 RG0343  PID         -  RG0343
 RG0343  STATE/COUNTY-  ME/SOMERSET
 RG0343  USGS QUAD   -  HURRICANE POND (1989)
 RG0343
 RG0343                         *CURRENT SURVEY CONTROL
 RG0343  ___________________________________________________________________
 RG0343* NAD 83(1996)-  46 15 09.85538(N)    070 15 26.48319(W)     ADJUSTED  
 RG0343* NAVD 88     -       399.     (meters)    1309.     (feet)  SCALED    
 RG0343  ___________________________________________________________________
 RG0343  LAPLACE CORR-           4.92  (seconds)                    DEFLEC99
 RG0343  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 RG0343
 RG0343  HORZ ORDER  -  THIRD
 RG0343
 RG0343.The horizontal coordinates were established by classical geodetic methods
 RG0343.and adjusted by the National Geodetic Survey in March 1998..
 RG0343
 RG0343.The orthometric height was scaled from a topographic map.
 RG0343
 RG0343.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0343
 RG0343.The geoid height was determined by GEOID03.
 RG0343
 RG0343;                    North         East     Units Scale Factor Converg.
 RG0343;SPC ME W     -   379,965.302   893,007.158   MT  0.99996727   -0 03 55.9
 RG0343;UTM  19      - 5,122,897.258   403,084.545   MT  0.99971546   -0 54 30.2
 RG0343
 RG0343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0343!SPC ME W     -   0.99994160  x   0.99996727  =   0.99990888
 RG0343!UTM  19      -   0.99994160  x   0.99971546  =   0.99965708
 RG0343
 RG0343                          SUPERSEDED SURVEY CONTROL
 RG0343
 RG0343  NAD 83(1992)-  46 15 09.85314(N)    070 15 26.47043(W) AD(       ) 3
 RG0343  NAD 83(1986)-  46 15 09.85905(N)    070 15 26.49822(W) AD(       ) 3
 RG0343  NAD 27      -  46 15 09.78400(N)    070 15 28.21400(W) AD(       ) 3
 RG0343
 RG0343.Superseded values are not recommended for survey control.
 RG0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0343.See file dsdata.txt to determine how the superseded data were derived.
 RG0343
 RG0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM0308522897(NAD 83)
 RG0343_MARKER: Z = SEE DESCRIPTION
 RG0343_SETTING: 0 = UNSPECIFIED SETTING
 RG0343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0343
 RG0343  HISTORY     - Date     Condition        Report By
 RG0343  HISTORY     - 1914     MONUMENTED       IBC
 RG0343  HISTORY     - 1965     GOOD             IBC
 RG0343
 RG0343                          STATION DESCRIPTION
 RG0343
 RG0343'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (TF)
 RG0343'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0343'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0343'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0343'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0343'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0343'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0343'THE POST.
 RG0343
 RG0343                          STATION RECOVERY (1965)
 RG0343
 RG0343'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 RG0343'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0266 ***********************************************************************
 RG0266  DESIGNATION -  REF MON C 64 IBC
 RG0266  PID         -  RG0266
 RG0266  STATE/COUNTY-  ME/SOMERSET
 RG0266  USGS QUAD   -  ST ZACHARIE NORTH (1989)
 RG0266
 RG0266                         *CURRENT SURVEY CONTROL
 RG0266  ___________________________________________________________________
 RG0266* NAD 83(1996)-  46 14 54.43452(N)    070 15 29.69727(W)     ADJUSTED  
 RG0266* NAVD 88     -       403.     (meters)    1322.     (feet)  SCALED    
 RG0266  ___________________________________________________________________
 RG0266  LAPLACE CORR-           5.00  (seconds)                    DEFLEC99
 RG0266  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 RG0266
 RG0266  HORZ ORDER  -  THIRD
 RG0266
 RG0266.The horizontal coordinates were established by classical geodetic methods
 RG0266.and adjusted by the National Geodetic Survey in March 1998..
 RG0266
 RG0266.The orthometric height was scaled from a topographic map.
 RG0266
 RG0266.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0266
 RG0266.The geoid height was determined by GEOID03.
 RG0266
 RG0266;                    North         East     Units Scale Factor Converg.
 RG0266;SPC ME W     -   379,489.251   892,937.767   MT  0.99996728   -0 03 58.2
 RG0266;UTM  19      - 5,122,422.399   403,008.178   MT  0.99971564   -0 54 32.3
 RG0266
 RG0266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0266!SPC ME W     -   0.99994098  x   0.99996728  =   0.99990826
 RG0266!UTM  19      -   0.99994098  x   0.99971564  =   0.99965663
 RG0266
 RG0266                          SUPERSEDED SURVEY CONTROL
 RG0266
 RG0266  NAD 83(1992)-  46 14 54.43251(N)    070 15 29.68431(W) AD(       ) 3
 RG0266  NAD 83(1986)-  46 14 54.43838(N)    070 15 29.71211(W) AD(       ) 3
 RG0266  NAD 27      -  46 14 54.36300(N)    070 15 31.42900(W) AD(       ) 3
 RG0266
 RG0266.Superseded values are not recommended for survey control.
 RG0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0266.See file dsdata.txt to determine how the superseded data were derived.
 RG0266
 RG0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM0300822422(NAD 83)
 RG0266_MARKER: Z = SEE DESCRIPTION
 RG0266_SETTING: 0 = UNSPECIFIED SETTING
 RG0266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0266
 RG0266  HISTORY     - Date     Condition        Report By
 RG0266  HISTORY     - 1914     MONUMENTED       IBC
 RG0266  HISTORY     - 1965     GOOD             IBC
 RG0266
 RG0266                          STATION DESCRIPTION
 RG0266
 RG0266'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (TF)
 RG0266'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0266'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0266'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0266'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0266'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0266'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0266'THE POST.
 RG0266
 RG0266                          STATION RECOVERY (1965)
 RG0266
 RG0266'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 RG0266'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0267 ***********************************************************************
 RG0267  DESIGNATION -  REF MON C 65 IBC
 RG0267  PID         -  RG0267
 RG0267  STATE/COUNTY-  ME/SOMERSET
 RG0267  USGS QUAD   -  ST ZACHARIE NORTH (1989)
 RG0267
 RG0267                         *CURRENT SURVEY CONTROL
 RG0267  ___________________________________________________________________
 RG0267* NAD 83(1996)-  46 14 46.43040(N)    070 15 33.27754(W)     ADJUSTED  
 RG0267* NAVD 88     -       407.     (meters)    1335.     (feet)  SCALED    
 RG0267  ___________________________________________________________________
 RG0267  LAPLACE CORR-           4.96  (seconds)                    DEFLEC99
 RG0267  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 RG0267
 RG0267  HORZ ORDER  -  THIRD
 RG0267
 RG0267.The horizontal coordinates were established by classical geodetic methods
 RG0267.and adjusted by the National Geodetic Survey in March 1998..
 RG0267
 RG0267.The orthometric height was scaled from a topographic map.
 RG0267
 RG0267.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0267
 RG0267.The geoid height was determined by GEOID03.
 RG0267
 RG0267;                    North         East     Units Scale Factor Converg.
 RG0267;SPC ME W     -   379,242.208   892,860.788   MT  0.99996729   -0 04 00.7
 RG0267;UTM  19      - 5,122,176.577   402,927.594   MT  0.99971583   -0 54 34.7
 RG0267
 RG0267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0267!SPC ME W     -   0.99994035  x   0.99996729  =   0.99990764
 RG0267!UTM  19      -   0.99994035  x   0.99971583  =   0.99965620
 RG0267
 RG0267                          SUPERSEDED SURVEY CONTROL
 RG0267
 RG0267  NAD 83(1992)-  46 14 46.42851(N)    070 15 33.26446(W) AD(       ) 3
 RG0267  NAD 83(1986)-  46 14 46.43435(N)    070 15 33.29227(W) AD(       ) 3
 RG0267  NAD 27      -  46 14 46.35900(N)    070 15 35.01000(W) AD(       ) 3
 RG0267
 RG0267.Superseded values are not recommended for survey control.
 RG0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0267.See file dsdata.txt to determine how the superseded data were derived.
 RG0267
 RG0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM0292822177(NAD 83)
 RG0267_MARKER: Z = SEE DESCRIPTION
 RG0267_SETTING: 0 = UNSPECIFIED SETTING
 RG0267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0267
 RG0267  HISTORY     - Date     Condition        Report By
 RG0267  HISTORY     - 1914     MONUMENTED       IBC
 RG0267  HISTORY     - 1965     GOOD             IBC
 RG0267
 RG0267                          STATION DESCRIPTION
 RG0267
 RG0267'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (TF)
 RG0267'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0267'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0267'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0267'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0267'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0267'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0267'THE POST.
 RG0267
 RG0267                          STATION RECOVERY (1965)
 RG0267
 RG0267'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 RG0267'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0269 ***********************************************************************
 RG0269  DESIGNATION -  REF MON C 66 IBC
 RG0269  PID         -  RG0269
 RG0269  STATE/COUNTY-  ME/SOMERSET
 RG0269  USGS QUAD   -  ST ZACHARIE NORTH (1989)
 RG0269
 RG0269                         *CURRENT SURVEY CONTROL
 RG0269  ___________________________________________________________________
 RG0269* NAD 83(1996)-  46 14 16.56499(N)    070 15 46.63715(W)     ADJUSTED  
 RG0269* NAVD 88     -       404.     (meters)    1325.     (feet)  SCALED    
 RG0269  ___________________________________________________________________
 RG0269  LAPLACE CORR-           5.11  (seconds)                    DEFLEC99
 RG0269  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 RG0269
 RG0269  HORZ ORDER  -  THIRD
 RG0269
 RG0269.The horizontal coordinates were established by classical geodetic methods
 RG0269.and adjusted by the National Geodetic Survey in March 1998..
 RG0269
 RG0269.The orthometric height was scaled from a topographic map.
 RG0269
 RG0269.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0269
 RG0269.The geoid height was determined by GEOID03.
 RG0269
 RG0269;                    North         East     Units Scale Factor Converg.
 RG0269;SPC ME W     -   378,320.435   892,573.490   MT  0.99996734   -0 04 10.3
 RG0269;UTM  19      - 5,121,259.359   402,626.845   MT  0.99971655   -0 54 43.9
 RG0269
 RG0269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0269!SPC ME W     -   0.99994082  x   0.99996734  =   0.99990816
 RG0269!UTM  19      -   0.99994082  x   0.99971655  =   0.99965739
 RG0269
 RG0269                          SUPERSEDED SURVEY CONTROL
 RG0269
 RG0269  NAD 83(1992)-  46 14 16.56354(N)    070 15 46.62368(W) AD(       ) 3
 RG0269  NAD 83(1986)-  46 14 16.56933(N)    070 15 46.65153(W) AD(       ) 3
 RG0269  NAD 27      -  46 14 16.49200(N)    070 15 48.37100(W) AD(       ) 3
 RG0269
 RG0269.Superseded values are not recommended for survey control.
 RG0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0269.See file dsdata.txt to determine how the superseded data were derived.
 RG0269
 RG0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM0262721259(NAD 83)
 RG0269_MARKER: Z = SEE DESCRIPTION
 RG0269_SETTING: 0 = UNSPECIFIED SETTING
 RG0269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0269
 RG0269  HISTORY     - Date     Condition        Report By
 RG0269  HISTORY     - 1914     MONUMENTED       IBC
 RG0269  HISTORY     - 1965     POOR             IBC
 RG0269
 RG0269                          STATION DESCRIPTION
 RG0269
 RG0269'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (TF)
 RG0269'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0269'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0269'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0269'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0269'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0269'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0269'THE POST.
 RG0269
 RG0269                          STATION RECOVERY (1965)
 RG0269
 RG0269'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 RG0269'NEW POST AND RECAPPED BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0274 ***********************************************************************
 RG0274  DESIGNATION -  REF MON C 67 IBC
 RG0274  PID         -  RG0274
 RG0274  STATE/COUNTY-  ME/SOMERSET
 RG0274  USGS QUAD   -  ST ZACHARIE NORTH (1989)
 RG0274
 RG0274                         *CURRENT SURVEY CONTROL
 RG0274  ___________________________________________________________________
 RG0274* NAD 83(1996)-  46 13 41.43922(N)    070 16 13.96210(W)     ADJUSTED  
 RG0274* NAVD 88     -       407.     (meters)    1335.     (feet)  SCALED    
 RG0274  ___________________________________________________________________
 RG0274  LAPLACE CORR-           5.21  (seconds)                    DEFLEC99
 RG0274  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 RG0274
 RG0274  HORZ ORDER  -  THIRD
 RG0274
 RG0274.The horizontal coordinates were established by classical geodetic methods
 RG0274.and adjusted by the National Geodetic Survey in March 1998..
 RG0274
 RG0274.The orthometric height was scaled from a topographic map.
 RG0274
 RG0274.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0274
 RG0274.The geoid height was determined by GEOID03.
 RG0274
 RG0274;                    North         East     Units Scale Factor Converg.
 RG0274;SPC ME W     -   377,236.644   891,986.648   MT  0.99996746   -0 04 30.0
 RG0274;UTM  19      - 5,120,184.584   402,024.280   MT  0.99971800   -0 55 03.1
 RG0274
 RG0274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0274!SPC ME W     -   0.99994035  x   0.99996746  =   0.99990781
 RG0274!UTM  19      -   0.99994035  x   0.99971800  =   0.99965837
 RG0274
 RG0274                          SUPERSEDED SURVEY CONTROL
 RG0274
 RG0274  NAD 83(1992)-  46 13 41.43828(N)    070 16 13.94804(W) AD(       ) 3
 RG0274  NAD 83(1986)-  46 13 41.44401(N)    070 16 13.97596(W) AD(       ) 3
 RG0274  NAD 27      -  46 13 41.36600(N)    070 16 15.69700(W) AD(       ) 3
 RG0274
 RG0274.Superseded values are not recommended for survey control.
 RG0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0274.See file dsdata.txt to determine how the superseded data were derived.
 RG0274
 RG0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM0202420185(NAD 83)
 RG0274_MARKER: Z = SEE DESCRIPTION
 RG0274_SETTING: 0 = UNSPECIFIED SETTING
 RG0274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0274
 RG0274  HISTORY     - Date     Condition        Report By
 RG0274  HISTORY     - 1914     MONUMENTED       IBC
 RG0274  HISTORY     - 1965     POOR             IBC
 RG0274
 RG0274                          STATION DESCRIPTION
 RG0274
 RG0274'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (TF)
 RG0274'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0274'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0274'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0274'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0274'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0274'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0274'THE POST.
 RG0274
 RG0274                          STATION RECOVERY (1965)
 RG0274
 RG0274'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 RG0274'NEW POST AND NEW BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0280 ***********************************************************************
 RG0280  DESIGNATION -  REF MON C 68 IBC
 RG0280  PID         -  RG0280
 RG0280  STATE/COUNTY-  ME/SOMERSET
 RG0280  USGS QUAD   -  ST ZACHARIE NORTH (1989)
 RG0280
 RG0280                         *CURRENT SURVEY CONTROL
 RG0280  ___________________________________________________________________
 RG0280* NAD 83(1996)-  46 12 49.87651(N)    070 16 55.94386(W)     ADJUSTED  
 RG0280* NAVD 88     -       420.     (meters)    1378.     (feet)  SCALED    
 RG0280  ___________________________________________________________________
 RG0280  LAPLACE CORR-           5.11  (seconds)                    DEFLEC99
 RG0280  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 RG0280
 RG0280  HORZ ORDER  -  THIRD
 RG0280
 RG0280.The horizontal coordinates were established by classical geodetic methods
 RG0280.and adjusted by the National Geodetic Survey in March 1998..
 RG0280
 RG0280.The orthometric height was scaled from a topographic map.
 RG0280
 RG0280.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0280
 RG0280.The geoid height was determined by GEOID03.
 RG0280
 RG0280;                    North         East     Units Scale Factor Converg.
 RG0280;SPC ME W     -   375,645.861   891,084.734   MT  0.99996764   -0 05 00.3
 RG0280;UTM  19      - 5,118,607.626   401,099.305   MT  0.99972024   -0 55 32.6
 RG0280
 RG0280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0280!SPC ME W     -   0.99993831  x   0.99996764  =   0.99990596
 RG0280!UTM  19      -   0.99993831  x   0.99972024  =   0.99965857
 RG0280
 RG0280                          SUPERSEDED SURVEY CONTROL
 RG0280
 RG0280  NAD 83(1992)-  46 12 49.87634(N)    070 16 55.92894(W) AD(       ) 3
 RG0280  NAD 83(1986)-  46 12 49.88197(N)    070 16 55.95696(W) AD(       ) 3
 RG0280  NAD 27      -  46 12 49.80200(N)    070 16 57.68000(W) AD(       ) 3
 RG0280
 RG0280.Superseded values are not recommended for survey control.
 RG0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0280.See file dsdata.txt to determine how the superseded data were derived.
 RG0280
 RG0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM0109918608(NAD 83)
 RG0280_MARKER: Z = SEE DESCRIPTION
 RG0280_SETTING: 0 = UNSPECIFIED SETTING
 RG0280_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0280
 RG0280  HISTORY     - Date     Condition        Report By
 RG0280  HISTORY     - 1914     MONUMENTED       IBC
 RG0280  HISTORY     - 1965     POOR             IBC
 RG0280
 RG0280                          STATION DESCRIPTION
 RG0280
 RG0280'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (TF)
 RG0280'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0280'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0280'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0280'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0280'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0280'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0280'THE POST.
 RG0280
 RG0280                          STATION RECOVERY (1965)
 RG0280
 RG0280'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 RG0280'NEW POST AND NEW BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0282 ***********************************************************************
 RG0282  DESIGNATION -  REF MON C 69 IBC
 RG0282  PID         -  RG0282
 RG0282  STATE/COUNTY-  ME/SOMERSET
 RG0282  USGS QUAD   -  ST ZACHARIE NORTH (1989)
 RG0282
 RG0282                         *CURRENT SURVEY CONTROL
 RG0282  ___________________________________________________________________
 RG0282* NAD 83(1996)-  46 12 42.16610(N)    070 16 58.40049(W)     ADJUSTED  
 RG0282* NAVD 88     -       422.     (meters)    1385.     (feet)  SCALED    
 RG0282  ___________________________________________________________________
 RG0282  LAPLACE CORR-           5.13  (seconds)                    DEFLEC99
 RG0282  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 RG0282
 RG0282  HORZ ORDER  -  THIRD
 RG0282
 RG0282.The horizontal coordinates were established by classical geodetic methods
 RG0282.and adjusted by the National Geodetic Survey in March 1998..
 RG0282
 RG0282.The orthometric height was scaled from a topographic map.
 RG0282
 RG0282.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0282
 RG0282.The geoid height was determined by GEOID03.
 RG0282
 RG0282;                    North         East     Units Scale Factor Converg.
 RG0282;SPC ME W     -   375,407.876   891,031.731   MT  0.99996765   -0 05 02.0
 RG0282;UTM  19      - 5,118,370.504   401,042.823   MT  0.99972038   -0 55 34.3
 RG0282
 RG0282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0282!SPC ME W     -   0.99993800  x   0.99996765  =   0.99990565
 RG0282!UTM  19      -   0.99993800  x   0.99972038  =   0.99965840
 RG0282
 RG0282                          SUPERSEDED SURVEY CONTROL
 RG0282
 RG0282  NAD 83(1992)-  46 12 42.16605(N)    070 16 58.38552(W) AD(       ) 3
 RG0282  NAD 83(1986)-  46 12 42.17166(N)    070 16 58.41354(W) AD(       ) 3
 RG0282  NAD 27      -  46 12 42.09100(N)    070 17 00.13700(W) AD(       ) 3
 RG0282
 RG0282.Superseded values are not recommended for survey control.
 RG0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0282.See file dsdata.txt to determine how the superseded data were derived.
 RG0282
 RG0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM0104318371(NAD 83)
 RG0282_MARKER: Z = SEE DESCRIPTION
 RG0282_SETTING: 0 = UNSPECIFIED SETTING
 RG0282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0282
 RG0282  HISTORY     - Date     Condition        Report By
 RG0282  HISTORY     - 1914     MONUMENTED       IBC
 RG0282  HISTORY     - 1965     GOOD             IBC
 RG0282
 RG0282                          STATION DESCRIPTION
 RG0282
 RG0282'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (TF)
 RG0282'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0282'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0282'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0282'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0282'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0282'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0282'THE POST.
 RG0282
 RG0282                          STATION RECOVERY (1965)
 RG0282
 RG0282'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 RG0282'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0284 ***********************************************************************
 RG0284  DESIGNATION -  REF MON C 70 IBC
 RG0284  PID         -  RG0284
 RG0284  STATE/COUNTY-  ME/SOMERSET
 RG0284  USGS QUAD   -  ST ZACHARIE NORTH (1989)
 RG0284
 RG0284                         *CURRENT SURVEY CONTROL
 RG0284  ___________________________________________________________________
 RG0284* NAD 83(1996)-  46 12 06.69399(N)    070 17 09.69836(W)     ADJUSTED  
 RG0284* NAVD 88     -       415.     (meters)    1362.     (feet)  SCALED    
 RG0284  ___________________________________________________________________
 RG0284  LAPLACE CORR-           5.29  (seconds)                    DEFLEC99
 RG0284  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 RG0284
 RG0284  HORZ ORDER  -  THIRD
 RG0284
 RG0284.The horizontal coordinates were established by classical geodetic methods
 RG0284.and adjusted by the National Geodetic Survey in March 1998..
 RG0284
 RG0284.The orthometric height was scaled from a topographic map.
 RG0284
 RG0284.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0284
 RG0284.The geoid height was determined by GEOID03.
 RG0284
 RG0284;                    North         East     Units Scale Factor Converg.
 RG0284;SPC ME W     -   374,313.018   890,787.918   MT  0.99996771   -0 05 10.1
 RG0284;UTM  19      - 5,117,279.617   400,783.007   MT  0.99972101   -0 55 41.9
 RG0284
 RG0284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0284!SPC ME W     -   0.99993910  x   0.99996771  =   0.99990681
 RG0284!UTM  19      -   0.99993910  x   0.99972101  =   0.99966012
 RG0284
 RG0284                          SUPERSEDED SURVEY CONTROL
 RG0284
 RG0284  NAD 83(1992)-  46 12 06.69452(N)    070 17 09.68332(W) AD(       ) 3
 RG0284  NAD 83(1986)-  46 12 06.70007(N)    070 17 09.71137(W) AD(       ) 3
 RG0284  NAD 27      -  46 12 06.61800(N)    070 17 11.43500(W) AD(       ) 3
 RG0284
 RG0284.Superseded values are not recommended for survey control.
 RG0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0284.See file dsdata.txt to determine how the superseded data were derived.
 RG0284
 RG0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM0078317280(NAD 83)
 RG0284_MARKER: Z = SEE DESCRIPTION
 RG0284_SETTING: 0 = UNSPECIFIED SETTING
 RG0284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0284
 RG0284  HISTORY     - Date     Condition        Report By
 RG0284  HISTORY     - 1914     MONUMENTED       IBC
 RG0284  HISTORY     - 1965     GOOD             IBC
 RG0284
 RG0284                          STATION DESCRIPTION
 RG0284
 RG0284'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (TF)
 RG0284'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0284'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0284'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0284'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0284'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0284'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0284'THE POST.
 RG0284
 RG0284                          STATION RECOVERY (1965)
 RG0284
 RG0284'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 RG0284'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0286 ***********************************************************************
 RG0286  DESIGNATION -  REF MON C 71 IBC
 RG0286  PID         -  RG0286
 RG0286  STATE/COUNTY-  ME/SOMERSET
 RG0286  USGS QUAD   -  ST ZACHARIE NORTH (1989)
 RG0286
 RG0286                         *CURRENT SURVEY CONTROL
 RG0286  ___________________________________________________________________
 RG0286* NAD 83(1996)-  46 10 55.38101(N)    070 17 32.39106(W)     ADJUSTED  
 RG0286* NAVD 88     -       416.     (meters)    1365.     (feet)  SCALED    
 RG0286  ___________________________________________________________________
 RG0286  LAPLACE CORR-           5.65  (seconds)                    DEFLEC99
 RG0286  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 RG0286
 RG0286  HORZ ORDER  -  THIRD
 RG0286
 RG0286.The horizontal coordinates were established by classical geodetic methods
 RG0286.and adjusted by the National Geodetic Survey in March 1998..
 RG0286
 RG0286.The orthometric height was scaled from a topographic map.
 RG0286
 RG0286.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0286
 RG0286.The geoid height was determined by GEOID03.
 RG0286
 RG0286;                    North         East     Units Scale Factor Converg.
 RG0286;SPC ME W     -   372,111.953   890,297.936   MT  0.99996782   -0 05 26.4
 RG0286;UTM  19      - 5,115,086.531   400,260.861   MT  0.99972229   -0 55 57.2
 RG0286
 RG0286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0286!SPC ME W     -   0.99993894  x   0.99996782  =   0.99990676
 RG0286!UTM  19      -   0.99993894  x   0.99972229  =   0.99966125
 RG0286
 RG0286                          SUPERSEDED SURVEY CONTROL
 RG0286
 RG0286  NAD 83(1992)-  46 10 55.38274(N)    070 17 32.37599(W) AD(       ) 3
 RG0286  NAD 83(1986)-  46 10 55.38815(N)    070 17 32.40408(W) AD(       ) 3
 RG0286  NAD 27      -  46 10 55.30300(N)    070 17 34.13000(W) AD(       ) 3
 RG0286
 RG0286.Superseded values are not recommended for survey control.
 RG0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0286.See file dsdata.txt to determine how the superseded data were derived.
 RG0286
 RG0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM0026115087(NAD 83)
 RG0286_MARKER: Z = SEE DESCRIPTION
 RG0286_SETTING: 0 = UNSPECIFIED SETTING
 RG0286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0286
 RG0286  HISTORY     - Date     Condition        Report By
 RG0286  HISTORY     - 1914     MONUMENTED       IBC
 RG0286  HISTORY     - 1965     POOR             IBC
 RG0286
 RG0286                          STATION DESCRIPTION
 RG0286
 RG0286'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (TF)
 RG0286'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0286'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0286'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0286'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0286'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0286'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0286'THE POST.
 RG0286
 RG0286                          STATION RECOVERY (1965)
 RG0286
 RG0286'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 RG0286'NEW POST AND RECAPPED BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0281 ***********************************************************************
 RG0281  DESIGNATION -  REF MON C 72 IBC
 RG0281  PID         -  RG0281
 RG0281  STATE/COUNTY-  ME/SOMERSET
 RG0281  USGS QUAD   -  ST ZACHARIE NORTH (1989)
 RG0281
 RG0281                         *CURRENT SURVEY CONTROL
 RG0281  ___________________________________________________________________
 RG0281* NAD 83(1996)-  46 10 27.54430(N)    070 16 56.27791(W)     ADJUSTED  
 RG0281* NAVD 88     -       429.     (meters)    1407.     (feet)  SCALED    
 RG0281  ___________________________________________________________________
 RG0281  LAPLACE CORR-           5.83  (seconds)                    DEFLEC99
 RG0281  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 RG0281
 RG0281  HORZ ORDER  -  THIRD
 RG0281
 RG0281.The horizontal coordinates were established by classical geodetic methods
 RG0281.and adjusted by the National Geodetic Survey in March 1998..
 RG0281
 RG0281.The orthometric height was scaled from a topographic map.
 RG0281
 RG0281.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0281
 RG0281.The geoid height was determined by GEOID03.
 RG0281
 RG0281;                    North         East     Units Scale Factor Converg.
 RG0281;SPC ME W     -   371,251.310   891,071.174   MT  0.99996765   -0 05 00.3
 RG0281;UTM  19      - 5,114,214.835   401,021.183   MT  0.99972043   -0 55 30.7
 RG0281
 RG0281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0281!SPC ME W     -   0.99993690  x   0.99996765  =   0.99990455
 RG0281!UTM  19      -   0.99993690  x   0.99972043  =   0.99965734
 RG0281
 RG0281                          SUPERSEDED SURVEY CONTROL
 RG0281
 RG0281  NAD 83(1992)-  46 10 27.54637(N)    070 16 56.26360(W) AD(       ) 3
 RG0281  NAD 83(1986)-  46 10 27.55173(N)    070 16 56.29163(W) AD(       ) 3
 RG0281  NAD 27      -  46 10 27.46500(N)    070 16 58.01700(W) AD(       ) 3
 RG0281
 RG0281.Superseded values are not recommended for survey control.
 RG0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0281.See file dsdata.txt to determine how the superseded data were derived.
 RG0281
 RG0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM0102114215(NAD 83)
 RG0281_MARKER: Z = SEE DESCRIPTION
 RG0281_SETTING: 0 = UNSPECIFIED SETTING
 RG0281_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0281
 RG0281  HISTORY     - Date     Condition        Report By
 RG0281  HISTORY     - 1914     MONUMENTED       IBC
 RG0281  HISTORY     - 1965     GOOD             IBC
 RG0281
 RG0281                          STATION DESCRIPTION
 RG0281
 RG0281'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (TF)
 RG0281'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0281'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0281'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0281'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0281'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0281'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0281'THE POST.
 RG0281
 RG0281                          STATION RECOVERY (1965)
 RG0281
 RG0281'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 RG0281'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0277 ***********************************************************************
 RG0277  DESIGNATION -  REF MON C 73 IBC
 RG0277  PID         -  RG0277
 RG0277  STATE/COUNTY-  ME/SOMERSET
 RG0277  USGS QUAD   -  ST ZACHARIE NORTH (1989)
 RG0277
 RG0277                         *CURRENT SURVEY CONTROL
 RG0277  ___________________________________________________________________
 RG0277* NAD 83(1996)-  46 10 15.84054(N)    070 16 41.09867(W)     ADJUSTED  
 RG0277* NAVD 88     -       440.     (meters)    1444.     (feet)  SCALED    
 RG0277  ___________________________________________________________________
 RG0277  LAPLACE CORR-           5.83  (seconds)                    DEFLEC99
 RG0277  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 RG0277
 RG0277  HORZ ORDER  -  THIRD
 RG0277
 RG0277.The horizontal coordinates were established by classical geodetic methods
 RG0277.and adjusted by the National Geodetic Survey in March 1998..
 RG0277
 RG0277.The orthometric height was scaled from a topographic map.
 RG0277
 RG0277.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0277
 RG0277.The geoid height was determined by GEOID03.
 RG0277
 RG0277;                    North         East     Units Scale Factor Converg.
 RG0277;SPC ME W     -   370,889.488   891,396.249   MT  0.99996758   -0 04 49.4
 RG0277;UTM  19      - 5,113,848.367   401,340.829   MT  0.99971965   -0 55 19.5
 RG0277
 RG0277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0277!SPC ME W     -   0.99993517  x   0.99996758  =   0.99990275
 RG0277!UTM  19      -   0.99993517  x   0.99971965  =   0.99965484
 RG0277
 RG0277                          SUPERSEDED SURVEY CONTROL
 RG0277
 RG0277  NAD 83(1992)-  46 10 15.84276(N)    070 16 41.08468(W) AD(       ) 3
 RG0277  NAD 83(1986)-  46 10 15.84809(N)    070 16 41.11268(W) AD(       ) 3
 RG0277  NAD 27      -  46 10 15.76100(N)    070 16 42.83800(W) AD(       ) 3
 RG0277
 RG0277.Superseded values are not recommended for survey control.
 RG0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0277.See file dsdata.txt to determine how the superseded data were derived.
 RG0277
 RG0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM0134113848(NAD 83)
 RG0277_MARKER: Z = SEE DESCRIPTION
 RG0277_SETTING: 0 = UNSPECIFIED SETTING
 RG0277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0277
 RG0277  HISTORY     - Date     Condition        Report By
 RG0277  HISTORY     - 1914     MONUMENTED       IBC
 RG0277  HISTORY     - 1965     GOOD             IBC
 RG0277
 RG0277                          STATION DESCRIPTION
 RG0277
 RG0277'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (TF)
 RG0277'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0277'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0277'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0277'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0277'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0277'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0277'THE POST.
 RG0277
 RG0277                          STATION RECOVERY (1965)
 RG0277
 RG0277'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 RG0277'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0272 ***********************************************************************
 RG0272  DESIGNATION -  REF MON C 74 IBC
 RG0272  PID         -  RG0272
 RG0272  STATE/COUNTY-  ME/SOMERSET
 RG0272  USGS QUAD   -  ST ZACHARIE NORTH (1989)
 RG0272
 RG0272                         *CURRENT SURVEY CONTROL
 RG0272  ___________________________________________________________________
 RG0272* NAD 83(1996)-  46 09 53.60346(N)    070 15 54.28214(W)     ADJUSTED  
 RG0272* NAVD 88     -       457.     (meters)    1499.     (feet)  SCALED    
 RG0272  ___________________________________________________________________
 RG0272  LAPLACE CORR-           5.58  (seconds)                    DEFLEC99
 RG0272  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 RG0272
 RG0272  HORZ ORDER  -  THIRD
 RG0272
 RG0272.The horizontal coordinates were established by classical geodetic methods
 RG0272.and adjusted by the National Geodetic Survey in March 1998..
 RG0272.No horizontal observational check was made to the station.
 RG0272
 RG0272.The orthometric height was scaled from a topographic map.
 RG0272
 RG0272.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0272
 RG0272.The geoid height was determined by GEOID03.
 RG0272
 RG0272;                    North         East     Units Scale Factor Converg.
 RG0272;SPC ME W     -   370,201.586   892,399.635   MT  0.99996738   -0 04 15.6
 RG0272;UTM  19      - 5,113,145.975   402,333.754   MT  0.99971726   -0 54 45.4
 RG0272
 RG0272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0272!SPC ME W     -   0.99993250  x   0.99996738  =   0.99989988
 RG0272!UTM  19      -   0.99993250  x   0.99971726  =   0.99964978
 RG0272
 RG0272                          SUPERSEDED SURVEY CONTROL
 RG0272
 RG0272  NAD 83(1992)-  46 09 53.60588(N)    070 15 54.26905(W) AD(       ) 3
 RG0272  NAD 83(1986)-  46 09 53.61116(N)    070 15 54.29698(W) AD(       ) 3
 RG0272  NAD 27      -  46 09 53.52300(N)    070 15 56.02200(W) AD(       ) 3
 RG0272
 RG0272.Superseded values are not recommended for survey control.
 RG0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0272.See file dsdata.txt to determine how the superseded data were derived.
 RG0272
 RG0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM0233413146(NAD 83)
 RG0272_MARKER: Z = SEE DESCRIPTION
 RG0272_SETTING: 0 = UNSPECIFIED SETTING
 RG0272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0272
 RG0272  HISTORY     - Date     Condition        Report By
 RG0272  HISTORY     - 1914     MONUMENTED       IBC
 RG0272  HISTORY     - 1965     GOOD             IBC
 RG0272
 RG0272                          STATION DESCRIPTION
 RG0272
 RG0272'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (TF)
 RG0272'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0272'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0272'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0272'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0272'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0272'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0272'THE POST.
 RG0272
 RG0272                          STATION RECOVERY (1965)
 RG0272
 RG0272'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 RG0272'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0264 ***********************************************************************
 RG0264  DESIGNATION -  REF MON C 75 IBC
 RG0264  PID         -  RG0264
 RG0264  STATE/COUNTY-  ME/SOMERSET
 RG0264  USGS QUAD   -  ST ZACHARIE NORTH (1989)
 RG0264
 RG0264                         *CURRENT SURVEY CONTROL
 RG0264  ___________________________________________________________________
 RG0264* NAD 83(1996)-  46 09 27.42647(N)    070 15 11.35119(W)     ADJUSTED  
 RG0264* NAVD 88     -       458.     (meters)    1503.     (feet)  SCALED    
 RG0264  ___________________________________________________________________
 RG0264  LAPLACE CORR-           5.16  (seconds)                    DEFLEC99
 RG0264  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 RG0264
 RG0264  HORZ ORDER  -  THIRD
 RG0264
 RG0264.The horizontal coordinates were established by classical geodetic methods
 RG0264.and adjusted by the National Geodetic Survey in March 1998..
 RG0264
 RG0264.The orthometric height was scaled from a topographic map.
 RG0264
 RG0264.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0264
 RG0264.The geoid height was determined by GEOID03.
 RG0264
 RG0264;                    North         East     Units Scale Factor Converg.
 RG0264;SPC ME W     -   369,392.294   893,319.746   MT  0.99996722   -0 03 44.6
 RG0264;UTM  19      - 5,112,323.463   403,241.652   MT  0.99971509   -0 54 14.1
 RG0264
 RG0264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0264!SPC ME W     -   0.99993234  x   0.99996722  =   0.99989956
 RG0264!UTM  19      -   0.99993234  x   0.99971509  =   0.99964745
 RG0264
 RG0264                          SUPERSEDED SURVEY CONTROL
 RG0264
 RG0264  NAD 83(1992)-  46 09 27.42920(N)    070 15 11.33893(W) AD(       ) 3
 RG0264  NAD 83(1986)-  46 09 27.43441(N)    070 15 11.36682(W) AD(       ) 3
 RG0264  NAD 27      -  46 09 27.34400(N)    070 15 13.09100(W) AD(       ) 3
 RG0264
 RG0264.Superseded values are not recommended for survey control.
 RG0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0264.See file dsdata.txt to determine how the superseded data were derived.
 RG0264
 RG0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM0324212323(NAD 83)
 RG0264_MARKER: Z = SEE DESCRIPTION
 RG0264_SETTING: 0 = UNSPECIFIED SETTING
 RG0264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0264
 RG0264  HISTORY     - Date     Condition        Report By
 RG0264  HISTORY     - 1914     MONUMENTED       IBC
 RG0264  HISTORY     - 1965     GOOD             IBC
 RG0264
 RG0264                          STATION DESCRIPTION
 RG0264
 RG0264'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (TF)
 RG0264'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0264'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0264'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0264'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0264'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0264'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0264'THE POST.
 RG0264
 RG0264                          STATION RECOVERY (1965)
 RG0264
 RG0264'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 RG0264'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0260 ***********************************************************************
 RG0260  DESIGNATION -  REF MON C 76 IBC
 RG0260  PID         -  RG0260
 RG0260  STATE/COUNTY-  ME/SOMERSET
 RG0260  USGS QUAD   -  BLACK BROOK (1989)
 RG0260
 RG0260                         *CURRENT SURVEY CONTROL
 RG0260  ___________________________________________________________________
 RG0260* NAD 83(1996)-  46 08 55.64328(N)    070 14 31.70027(W)     ADJUSTED  
 RG0260* NAVD 88     -       468.     (meters)    1535.     (feet)  SCALED    
 RG0260  ___________________________________________________________________
 RG0260  LAPLACE CORR-           5.12  (seconds)                    DEFLEC99
 RG0260  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 RG0260
 RG0260  HORZ ORDER  -  THIRD
 RG0260
 RG0260.The horizontal coordinates were established by classical geodetic methods
 RG0260.and adjusted by the National Geodetic Survey in March 1998..
 RG0260.No horizontal observational check was made to the station.
 RG0260
 RG0260.The orthometric height was scaled from a topographic map.
 RG0260
 RG0260.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0260
 RG0260.The geoid height was determined by GEOID03.
 RG0260
 RG0260;                    North         East     Units Scale Factor Converg.
 RG0260;SPC ME W     -   368,410.115   894,169.552   MT  0.99996708   -0 03 15.9
 RG0260;UTM  19      - 5,111,329.162   404,076.730   MT  0.99971311   -0 53 45.0
 RG0260
 RG0260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0260!SPC ME W     -   0.99993077  x   0.99996708  =   0.99989785
 RG0260!UTM  19      -   0.99993077  x   0.99971311  =   0.99964390
 RG0260
 RG0260                          SUPERSEDED SURVEY CONTROL
 RG0260
 RG0260  NAD 83(1992)-  46 08 55.64646(N)    070 14 31.68869(W) AD(       ) 3
 RG0260  NAD 83(1986)-  46 08 55.65155(N)    070 14 31.71660(W) AD(       ) 3
 RG0260  NAD 27      -  46 08 55.56000(N)    070 14 33.44200(W) AD(       ) 3
 RG0260
 RG0260.Superseded values are not recommended for survey control.
 RG0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0260.See file dsdata.txt to determine how the superseded data were derived.
 RG0260
 RG0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM0407711329(NAD 83)
 RG0260_MARKER: Z = SEE DESCRIPTION
 RG0260_SETTING: 0 = UNSPECIFIED SETTING
 RG0260_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0260
 RG0260  HISTORY     - Date     Condition        Report By
 RG0260  HISTORY     - 1914     MONUMENTED       IBC
 RG0260  HISTORY     - 1965     GOOD             IBC
 RG0260
 RG0260                          STATION DESCRIPTION
 RG0260
 RG0260'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (TF)
 RG0260'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0260'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0260'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0260'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0260'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0260'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0260'THE POST.
 RG0260
 RG0260                          STATION RECOVERY (1965)
 RG0260
 RG0260'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 RG0260'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0259 ***********************************************************************
 RG0259  DESIGNATION -  REF MON C 77 IBC
 RG0259  PID         -  RG0259
 RG0259  STATE/COUNTY-  ME/SOMERSET
 RG0259  USGS QUAD   -  BLACK BROOK (1989)
 RG0259
 RG0259                         *CURRENT SURVEY CONTROL
 RG0259  ___________________________________________________________________
 RG0259* NAD 83(1996)-  46 08 16.25145(N)    070 14 30.07454(W)     ADJUSTED  
 RG0259* NAVD 88     -       471.     (meters)    1545.     (feet)  SCALED    
 RG0259  ___________________________________________________________________
 RG0259  LAPLACE CORR-           5.24  (seconds)                    DEFLEC99
 RG0259  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 RG0259
 RG0259  HORZ ORDER  -  THIRD
 RG0259
 RG0259.The horizontal coordinates were established by classical geodetic methods
 RG0259.and adjusted by the National Geodetic Survey in March 1998..
 RG0259.No horizontal observational check was made to the station.
 RG0259
 RG0259.The orthometric height was scaled from a topographic map.
 RG0259
 RG0259.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0259
 RG0259.The geoid height was determined by GEOID03.
 RG0259
 RG0259;                    North         East     Units Scale Factor Converg.
 RG0259;SPC ME W     -   367,193.855   894,203.290   MT  0.99996708   -0 03 14.7
 RG0259;UTM  19      - 5,110,112.846   404,092.602   MT  0.99971307   -0 53 43.2
 RG0259
 RG0259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0259!SPC ME W     -   0.99993029  x   0.99996708  =   0.99989738
 RG0259!UTM  19      -   0.99993029  x   0.99971307  =   0.99964338
 RG0259
 RG0259                          SUPERSEDED SURVEY CONTROL
 RG0259
 RG0259  NAD 83(1992)-  46 08 16.25515(N)    070 14 30.06263(W) AD(       ) 3
 RG0259  NAD 83(1986)-  46 08 16.26016(N)    070 14 30.09064(W) AD(       ) 3
 RG0259  NAD 27      -  46 08 16.16800(N)    070 14 31.81600(W) AD(       ) 3
 RG0259
 RG0259.Superseded values are not recommended for survey control.
 RG0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0259.See file dsdata.txt to determine how the superseded data were derived.
 RG0259
 RG0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM0409310113(NAD 83)
 RG0259_MARKER: Z = SEE DESCRIPTION
 RG0259_SETTING: 0 = UNSPECIFIED SETTING
 RG0259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0259
 RG0259  HISTORY     - Date     Condition        Report By
 RG0259  HISTORY     - 1914     MONUMENTED       IBC
 RG0259  HISTORY     - 1965     POOR             IBC
 RG0259
 RG0259                          STATION DESCRIPTION
 RG0259
 RG0259'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (TF)
 RG0259'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0259'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0259'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0259'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0259'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0259'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0259'THE POST.
 RG0259
 RG0259                          STATION RECOVERY (1965)
 RG0259
 RG0259'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 RG0259'NEW POST AND NEW BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0261 ***********************************************************************
 RG0261  DESIGNATION -  REF MON C 78 IBC
 RG0261  PID         -  RG0261
 RG0261  STATE/COUNTY-  ME/SOMERSET
 RG0261  USGS QUAD   -  BLACK BROOK (1989)
 RG0261
 RG0261                         *CURRENT SURVEY CONTROL
 RG0261  ___________________________________________________________________
 RG0261* NAD 83(1996)-  46 07 33.35130(N)    070 14 55.69133(W)     ADJUSTED  
 RG0261* NAVD 88     -       476.     (meters)    1562.     (feet)  SCALED    
 RG0261  ___________________________________________________________________
 RG0261  LAPLACE CORR-           5.33  (seconds)                    DEFLEC99
 RG0261  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 RG0261
 RG0261  HORZ ORDER  -  THIRD
 RG0261
 RG0261.The horizontal coordinates were established by classical geodetic methods
 RG0261.and adjusted by the National Geodetic Survey in March 1998..
 RG0261.No horizontal observational check was made to the station.
 RG0261
 RG0261.The orthometric height was scaled from a topographic map.
 RG0261
 RG0261.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0261
 RG0261.The geoid height was determined by GEOID03.
 RG0261
 RG0261;                    North         East     Units Scale Factor Converg.
 RG0261;SPC ME W     -   365,869.854   893,652.099   MT  0.99996716   -0 03 33.2
 RG0261;UTM  19      - 5,108,797.413   403,522.177   MT  0.99971442   -0 54 01.0
 RG0261
 RG0261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0261!SPC ME W     -   0.99992951  x   0.99996716  =   0.99989667
 RG0261!UTM  19      -   0.99992951  x   0.99971442  =   0.99964395
 RG0261
 RG0261                          SUPERSEDED SURVEY CONTROL
 RG0261
 RG0261  NAD 83(1992)-  46 07 33.35549(N)    070 14 55.67844(W) AD(       ) 3
 RG0261  NAD 83(1986)-  46 07 33.36044(N)    070 14 55.70662(W) AD(       ) 3
 RG0261  NAD 27      -  46 07 33.26800(N)    070 14 57.43300(W) AD(       ) 3
 RG0261
 RG0261.Superseded values are not recommended for survey control.
 RG0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0261.See file dsdata.txt to determine how the superseded data were derived.
 RG0261
 RG0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM0352208797(NAD 83)
 RG0261_MARKER: Z = SEE DESCRIPTION
 RG0261_SETTING: 0 = UNSPECIFIED SETTING
 RG0261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0261
 RG0261  HISTORY     - Date     Condition        Report By
 RG0261  HISTORY     - 1914     MONUMENTED       IBC
 RG0261  HISTORY     - 1965     GOOD             IBC
 RG0261
 RG0261                          STATION DESCRIPTION
 RG0261
 RG0261'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (TF)
 RG0261'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0261'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0261'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0261'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0261'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0261'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0261'THE POST.
 RG0261
 RG0261                          STATION RECOVERY (1965)
 RG0261
 RG0261'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 RG0261'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0141 ***********************************************************************
 RG0141  DESIGNATION -  REF MON C 8 IBC
 RG0141  PID         -  RG0141
 RG0141  STATE/COUNTY-  ME/SOMERSET
 RG0141  USGS QUAD   -  HARDWOOD MOUNTAIN (1989)
 RG0141
 RG0141                         *CURRENT SURVEY CONTROL
 RG0141  ___________________________________________________________________
 RG0141* NAD 83(1996)-  46 24 45.24934(N)    070 04 04.00622(W)     ADJUSTED  
 RG0141* NAVD 88     -       358.     (meters)    1175.     (feet)  SCALED    
 RG0141  ___________________________________________________________________
 RG0141  LAPLACE CORR-           3.73  (seconds)                    DEFLEC99
 RG0141  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 RG0141
 RG0141  HORZ ORDER  -  THIRD
 RG0141
 RG0141.The horizontal coordinates were established by classical geodetic methods
 RG0141.and adjusted by the National Geodetic Survey in March 1998..
 RG0141
 RG0141.The orthometric height was scaled from a topographic map.
 RG0141
 RG0141.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0141
 RG0141.The geoid height was determined by GEOID03.
 RG0141
 RG0141;                    North         East     Units Scale Factor Converg.
 RG0141;SPC ME W     -   397,732.002   907,602.740   MT  0.99996738   +0 04 17.9
 RG0141;UTM  19      - 5,140,442.336   417,936.256   MT  0.99968278   -0 46 24.5
 RG0141
 RG0141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0141!SPC ME W     -   0.99994802  x   0.99996738  =   0.99991540
 RG0141!UTM  19      -   0.99994802  x   0.99968278  =   0.99963082
 RG0141
 RG0141                          SUPERSEDED SURVEY CONTROL
 RG0141
 RG0141  NAD 83(1992)-  46 24 45.26031(N)    070 04 03.99706(W) AD(       ) 3
 RG0141  NAD 83(1986)-  46 24 45.27055(N)    070 04 04.01520(W) AD(       ) 3
 RG0141  NAD 27      -  46 24 45.15700(N)    070 04 05.74600(W) AD(       ) 3
 RG0141
 RG0141.Superseded values are not recommended for survey control.
 RG0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0141.See file dsdata.txt to determine how the superseded data were derived.
 RG0141
 RG0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM1793640442(NAD 83)
 RG0141_MARKER: Z = SEE DESCRIPTION
 RG0141_SETTING: 0 = UNSPECIFIED SETTING
 RG0141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0141
 RG0141  HISTORY     - Date     Condition        Report By
 RG0141  HISTORY     - 1913     MONUMENTED       IBC
 RG0141  HISTORY     - 1965     POOR             IBC
 RG0141
 RG0141                          STATION DESCRIPTION
 RG0141
 RG0141'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1913 (JBB)
 RG0141'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0141'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0141'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0141'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0141'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0141'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0141'THE POST.
 RG0141
 RG0141                          STATION RECOVERY (1965)
 RG0141
 RG0141'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 RG0141'NEW POST ATTACHED TO OLD BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0293 ***********************************************************************
 RG0293  DESIGNATION -  REF MON C 80 IBC
 RG0293  PID         -  RG0293
 RG0293  STATE/COUNTY-  ME/SOMERSET
 RG0293  USGS QUAD   -  HURRICANE POND (1989)
 RG0293
 RG0293                         *CURRENT SURVEY CONTROL
 RG0293  ___________________________________________________________________
 RG0293* NAD 83(1996)-  46 06 37.24234(N)    070 15 21.31474(W)     ADJUSTED  
 RG0293* NAVD 88     -       482.     (meters)    1581.     (feet)  SCALED    
 RG0293  ___________________________________________________________________
 RG0293  LAPLACE CORR-           5.51  (seconds)                    DEFLEC99
 RG0293  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 RG0293
 RG0293  HORZ ORDER  -  THIRD
 RG0293
 RG0293.The horizontal coordinates were established by classical geodetic methods
 RG0293.and adjusted by the National Geodetic Survey in March 1998..
 RG0293
 RG0293.The orthometric height was scaled from a topographic map.
 RG0293
 RG0293.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0293
 RG0293.The geoid height was determined by GEOID03.
 RG0293
 RG0293;                    North         East     Units Scale Factor Converg.
 RG0293;SPC ME W     -   364,138.084   893,100.070   MT  0.99996725   -0 03 51.6
 RG0293;UTM  19      - 5,107,074.367   402,944.937   MT  0.99971580   -0 54 18.7
 RG0293
 RG0293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0293!SPC ME W     -   0.99992857  x   0.99996725  =   0.99989582
 RG0293!UTM  19      -   0.99992857  x   0.99971580  =   0.99964439
 RG0293
 RG0293                          SUPERSEDED SURVEY CONTROL
 RG0293
 RG0293  NAD 83(1992)-  46 06 37.24712(N)    070 15 21.30030(W) AD(       ) 3
 RG0293  NAD 83(1986)-  46 06 37.25198(N)    070 15 21.32869(W) AD(       ) 3
 RG0293  NAD 27      -  46 06 37.15900(N)    070 15 23.05500(W) AD(       ) 3
 RG0293
 RG0293.Superseded values are not recommended for survey control.
 RG0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0293.See file dsdata.txt to determine how the superseded data were derived.
 RG0293
 RG0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM0294507074(NAD 83)
 RG0293_MARKER: Z = SEE DESCRIPTION
 RG0293_SETTING: 0 = UNSPECIFIED SETTING
 RG0293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0293
 RG0293  HISTORY     - Date     Condition        Report By
 RG0293  HISTORY     - 1914     MONUMENTED       IBC
 RG0293  HISTORY     - 1965     GOOD             IBC
 RG0293
 RG0293                          STATION DESCRIPTION
 RG0293
 RG0293'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (TF)
 RG0293'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0293'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0293'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0293'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0293'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0293'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0293'THE POST.
 RG0293
 RG0293                          STATION RECOVERY (1965)
 RG0293
 RG0293'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 RG0293'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0294 ***********************************************************************
 RG0294  DESIGNATION -  REF MON C 81 IBC
 RG0294  PID         -  RG0294
 RG0294  STATE/COUNTY-  ME/SOMERSET
 RG0294  USGS QUAD   -  HURRICANE POND (1989)
 RG0294
 RG0294                         *CURRENT SURVEY CONTROL
 RG0294  ___________________________________________________________________
 RG0294* NAD 83(1996)-  46 06 17.18533(N)    070 15 22.84855(W)     ADJUSTED  
 RG0294* NAVD 88     -       489.     (meters)    1604.     (feet)  SCALED    
 RG0294  ___________________________________________________________________
 RG0294  LAPLACE CORR-           5.58  (seconds)                    DEFLEC99
 RG0294  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 RG0294
 RG0294  HORZ ORDER  -  THIRD
 RG0294
 RG0294.The horizontal coordinates were established by classical geodetic methods
 RG0294.and adjusted by the National Geodetic Survey in March 1998..
 RG0294
 RG0294.The orthometric height was scaled from a topographic map.
 RG0294
 RG0294.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0294
 RG0294.The geoid height was determined by GEOID03.
 RG0294
 RG0294;                    North         East     Units Scale Factor Converg.
 RG0294;SPC ME W     -   363,518.863   893,066.435   MT  0.99996726   -0 03 52.6
 RG0294;UTM  19      - 5,106,455.861   402,902.229   MT  0.99971590   -0 54 19.5
 RG0294
 RG0294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0294!SPC ME W     -   0.99992747  x   0.99996726  =   0.99989473
 RG0294!UTM  19      -   0.99992747  x   0.99971590  =   0.99964339
 RG0294
 RG0294                          SUPERSEDED SURVEY CONTROL
 RG0294
 RG0294  NAD 83(1992)-  46 06 17.19040(N)    070 15 22.83355(W) AD(       ) 3
 RG0294  NAD 83(1986)-  46 06 17.19521(N)    070 15 22.86201(W) AD(       ) 3
 RG0294  NAD 27      -  46 06 17.10200(N)    070 15 24.58900(W) AD(       ) 3
 RG0294
 RG0294.Superseded values are not recommended for survey control.
 RG0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0294.See file dsdata.txt to determine how the superseded data were derived.
 RG0294
 RG0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM0290206456(NAD 83)
 RG0294_MARKER: Z = SEE DESCRIPTION
 RG0294_SETTING: 0 = UNSPECIFIED SETTING
 RG0294_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0294
 RG0294  HISTORY     - Date     Condition        Report By
 RG0294  HISTORY     - 1914     MONUMENTED       IBC
 RG0294  HISTORY     - 1965     GOOD             IBC
 RG0294
 RG0294                          STATION DESCRIPTION
 RG0294
 RG0294'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (TF)
 RG0294'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0294'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0294'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0294'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0294'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0294'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0294'THE POST.
 RG0294
 RG0294                          STATION RECOVERY (1965)
 RG0294
 RG0294'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 RG0294'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0814 ***********************************************************************
 SF0814  DESIGNATION -  REF MON C126 IBC
 SF0814  PID         -  SF0814
 SF0814  STATE/COUNTY-  ME/AROOSTOOK
 SF0814  USGS QUAD   -  BEAU LAKE (1987)
 SF0814
 SF0814                         *CURRENT SURVEY CONTROL
 SF0814  ___________________________________________________________________
 SF0814* NAD 83(1996)-  47 18 56.06974(N)    069 02 58.05623(W)     ADJUSTED  
 SF0814* NAVD 88     -       175.     (meters)     574.     (feet)  SCALED    
 SF0814  ___________________________________________________________________
 SF0814  LAPLACE CORR-           6.47  (seconds)                    DEFLEC99
 SF0814  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 SF0814
 SF0814  HORZ ORDER  -  THIRD
 SF0814
 SF0814.The horizontal coordinates were established by classical geodetic methods
 SF0814.and adjusted by the National Geodetic Survey in March 1998..
 SF0814
 SF0814.The orthometric height was scaled from a topographic map.
 SF0814
 SF0814.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0814
 SF0814.The geoid height was determined by GEOID03.
 SF0814
 SF0814;                    North         East     Units Scale Factor Converg.
 SF0814;SPC ME E     -   405,650.532   258,461.165   MT  0.99992120   -0 24 14.1
 SF0814;UTM  19      - 5,240,234.964   496,261.968   MT  0.99960017   -0 02 10.9
 SF0814
 SF0814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0814!SPC ME E     -   0.99997656  x   0.99992120  =   0.99989776
 SF0814!UTM  19      -   0.99997656  x   0.99960017  =   0.99957674
 SF0814
 SF0814                          SUPERSEDED SURVEY CONTROL
 SF0814
 SF0814  NAD 83(1992)-  47 18 56.05746(N)    069 02 58.05919(W) AD(       ) 3
 SF0814  NAD 83(1986)-  47 18 56.06579(N)    069 02 58.05719(W) AD(       ) 3
 SF0814  NAD 27      -  47 18 55.94600(N)    069 02 59.92100(W) AD(       ) 3
 SF0814
 SF0814.Superseded values are not recommended for survey control.
 SF0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0814.See file dsdata.txt to determine how the superseded data were derived.
 SF0814
 SF0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9626240235(NAD 83)
 SF0814_MARKER: Z = SEE DESCRIPTION
 SF0814_SETTING: 0 = UNSPECIFIED SETTING
 SF0814_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0814
 SF0814  HISTORY     - Date     Condition        Report By
 SF0814  HISTORY     - 1911     MONUMENTED       IBC
 SF0814  HISTORY     - 1962     POOR             IBC
 SF0814
 SF0814                          STATION DESCRIPTION
 SF0814
 SF0814'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0814'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0814'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0814'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0814'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0814'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0814'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0814'THE POST.
 SF0814
 SF0814                          STATION RECOVERY (1962)
 SF0814
 SF0814'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0814'STATION RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0816 ***********************************************************************
 SF0816  DESIGNATION -  REF MON C127 IBC
 SF0816  PID         -  SF0816
 SF0816  STATE/COUNTY-  ME/AROOSTOOK
 SF0816  USGS QUAD   -  BEAU LAKE (1987)
 SF0816
 SF0816                         *CURRENT SURVEY CONTROL
 SF0816  ___________________________________________________________________
 SF0816* NAD 83(1996)-  47 19 32.98653(N)    069 02 58.49455(W)     ADJUSTED  
 SF0816* NAVD 88     -       175.     (meters)     574.     (feet)  SCALED    
 SF0816  ___________________________________________________________________
 SF0816  LAPLACE CORR-           6.43  (seconds)                    DEFLEC99
 SF0816  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 SF0816
 SF0816  HORZ ORDER  -  THIRD
 SF0816
 SF0816.The horizontal coordinates were established by classical geodetic methods
 SF0816.and adjusted by the National Geodetic Survey in March 1998..
 SF0816
 SF0816.The orthometric height was scaled from a topographic map.
 SF0816
 SF0816.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0816
 SF0816.The geoid height was determined by GEOID03.
 SF0816
 SF0816;                    North         East     Units Scale Factor Converg.
 SF0816;SPC ME E     -   406,790.563   258,459.999   MT  0.99992120   -0 24 14.6
 SF0816;UTM  19      - 5,241,374.597   496,253.491   MT  0.99960017   -0 02 11.2
 SF0816
 SF0816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0816!SPC ME E     -   0.99997656  x   0.99992120  =   0.99989777
 SF0816!UTM  19      -   0.99997656  x   0.99960017  =   0.99957674
 SF0816
 SF0816                          SUPERSEDED SURVEY CONTROL
 SF0816
 SF0816  NAD 83(1992)-  47 19 32.97376(N)    069 02 58.49788(W) AD(       ) 3
 SF0816  NAD 83(1986)-  47 19 32.98157(N)    069 02 58.49588(W) AD(       ) 3
 SF0816  NAD 27      -  47 19 32.87000(N)    069 03 00.36100(W) AD(       ) 3
 SF0816
 SF0816.Superseded values are not recommended for survey control.
 SF0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0816.See file dsdata.txt to determine how the superseded data were derived.
 SF0816
 SF0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9625341375(NAD 83)
 SF0816_MARKER: Z = SEE DESCRIPTION
 SF0816_SETTING: 0 = UNSPECIFIED SETTING
 SF0816_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0816
 SF0816  HISTORY     - Date     Condition        Report By
 SF0816  HISTORY     - 1911     MONUMENTED       IBC
 SF0816  HISTORY     - 1962     POOR             IBC
 SF0816
 SF0816                          STATION DESCRIPTION
 SF0816
 SF0816'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0816'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0816'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0816'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0816'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0816'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0816'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0816'THE POST.
 SF0816
 SF0816                          STATION RECOVERY (1962)
 SF0816
 SF0816'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0816'STATION RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0779 ***********************************************************************
 SF0779  DESIGNATION -  REF MON C128 IBC
 SF0779  PID         -  SF0779
 SF0779  STATE/COUNTY-  ME/AROOSTOOK
 SF0779  USGS QUAD   -  BEAU LAKE (1987)
 SF0779
 SF0779                         *CURRENT SURVEY CONTROL
 SF0779  ___________________________________________________________________
 SF0779* NAD 83(1996)-  47 20 18.20394(N)    069 02 51.83387(W)     ADJUSTED  
 SF0779* NAVD 88     -       175.     (meters)     574.     (feet)  SCALED    
 SF0779  ___________________________________________________________________
 SF0779  LAPLACE CORR-           6.67  (seconds)                    DEFLEC99
 SF0779  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 SF0779
 SF0779  HORZ ORDER  -  THIRD
 SF0779
 SF0779.The horizontal coordinates were established by classical geodetic methods
 SF0779.and adjusted by the National Geodetic Survey in March 1998..
 SF0779
 SF0779.The orthometric height was scaled from a topographic map.
 SF0779
 SF0779.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0779
 SF0779.The geoid height was determined by GEOID03.
 SF0779
 SF0779;                    North         East     Units Scale Factor Converg.
 SF0779;SPC ME E     -   408,185.864   258,609.660   MT  0.99992105   -0 24 10.0
 SF0779;UTM  19      - 5,242,770.382   496,394.150   MT  0.99960016   -0 02 06.4
 SF0779
 SF0779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0779!SPC ME E     -   0.99997656  x   0.99992105  =   0.99989762
 SF0779!UTM  19      -   0.99997656  x   0.99960016  =   0.99957673
 SF0779
 SF0779                          SUPERSEDED SURVEY CONTROL
 SF0779
 SF0779  NAD 83(1992)-  47 20 18.19052(N)    069 02 51.83780(W) AD(       ) 3
 SF0779  NAD 83(1986)-  47 20 18.19778(N)    069 02 51.83586(W) AD(       ) 3
 SF0779  NAD 27      -  47 20 18.09700(N)    069 02 53.70000(W) AD(       ) 3
 SF0779
 SF0779.Superseded values are not recommended for survey control.
 SF0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0779.See file dsdata.txt to determine how the superseded data were derived.
 SF0779
 SF0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9639442770(NAD 83)
 SF0779_MARKER: Z = SEE DESCRIPTION
 SF0779_SETTING: 0 = UNSPECIFIED SETTING
 SF0779_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0779
 SF0779  HISTORY     - Date     Condition        Report By
 SF0779  HISTORY     - 1911     MONUMENTED       IBC
 SF0779  HISTORY     - 1962     GOOD             IBC
 SF0779
 SF0779                          STATION DESCRIPTION
 SF0779
 SF0779'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0779'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0779'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0779'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0779'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0779'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0779'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0779'THE POST.
 SF0779
 SF0779                          STATION RECOVERY (1962)
 SF0779
 SF0779'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0779'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0793 ***********************************************************************
 SF0793  DESIGNATION -  REF MON C129 IBC
 SF0793  PID         -  SF0793
 SF0793  STATE/COUNTY-  ME/AROOSTOOK
 SF0793  USGS QUAD   -  BEAU LAKE (1987)
 SF0793
 SF0793                         *CURRENT SURVEY CONTROL
 SF0793  ___________________________________________________________________
 SF0793* NAD 83(1996)-  47 21 53.32445(N)    069 02 53.91346(W)     ADJUSTED  
 SF0793* NAVD 88     -       175.     (meters)     574.     (feet)  SCALED    
 SF0793  ___________________________________________________________________
 SF0793  LAPLACE CORR-           6.23  (seconds)                    DEFLEC99
 SF0793  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 SF0793
 SF0793  HORZ ORDER  -  THIRD
 SF0793
 SF0793.The horizontal coordinates were established by classical geodetic methods
 SF0793.and adjusted by the National Geodetic Survey in March 1998..
 SF0793
 SF0793.The orthometric height was scaled from a topographic map.
 SF0793
 SF0793.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0793
 SF0793.The geoid height was determined by GEOID03.
 SF0793
 SF0793;                    North         East     Units Scale Factor Converg.
 SF0793;SPC ME E     -   411,123.444   258,586.683   MT  0.99992107   -0 24 12.2
 SF0793;UTM  19      - 5,245,706.812   496,352.332   MT  0.99960016   -0 02 07.9
 SF0793
 SF0793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0793!SPC ME E     -   0.99997657  x   0.99992107  =   0.99989764
 SF0793!UTM  19      -   0.99997657  x   0.99960016  =   0.99957674
 SF0793
 SF0793                          SUPERSEDED SURVEY CONTROL
 SF0793
 SF0793  NAD 83(1992)-  47 21 53.30913(N)    069 02 53.91836(W) AD(       ) 3
 SF0793  NAD 83(1986)-  47 21 53.31561(N)    069 02 53.91632(W) AD(       ) 3
 SF0793  NAD 27      -  47 21 53.22700(N)    069 02 55.78400(W) AD(       ) 3
 SF0793
 SF0793.Superseded values are not recommended for survey control.
 SF0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0793.See file dsdata.txt to determine how the superseded data were derived.
 SF0793
 SF0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9635245707(NAD 83)
 SF0793_MARKER: Z = SEE DESCRIPTION
 SF0793_SETTING: 0 = UNSPECIFIED SETTING
 SF0793_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0793
 SF0793  HISTORY     - Date     Condition        Report By
 SF0793  HISTORY     - 1911     MONUMENTED       IBC
 SF0793  HISTORY     - 1939     POOR             IBC
 SF0793  HISTORY     - 1962     MARK NOT FOUND   IBC
 SF0793
 SF0793                          STATION DESCRIPTION
 SF0793
 SF0793'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0793'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0793'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0793'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0793'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0793'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0793'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0793'THE POST.
 SF0793
 SF0793                          STATION RECOVERY (1939)
 SF0793
 SF0793'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1939 (NWS)
 SF0793'FOUND TILTED OUT OF PLUMB.  REPAIRS CONSISTED OF DIGGING A TRENCH
 SF0793'AROUND THE BASE, PLUMBING THE CONCRETE POST, AND TAMPING THE EARTH
 SF0793'BACK INTO PLACE AROUND THE BASE.
 SF0793
 SF0793                          STATION RECOVERY (1962)
 SF0793
 SF0793'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0793'STATION SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0786 ***********************************************************************
 SF0786  DESIGNATION -  REF MON C130 IBC
 SF0786  PID         -  SF0786
 SF0786  STATE/COUNTY-  ME/AROOSTOOK
 SF0786  USGS QUAD   -  BEAU LAKE (1987)
 SF0786
 SF0786                         *CURRENT SURVEY CONTROL
 SF0786  ___________________________________________________________________
 SF0786* NAD 83(1996)-  47 22 27.10863(N)    069 02 52.71908(W)     ADJUSTED  
 SF0786* NAVD 88     -       175.     (meters)     574.     (feet)  SCALED    
 SF0786  ___________________________________________________________________
 SF0786  LAPLACE CORR-           5.96  (seconds)                    DEFLEC99
 SF0786  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 SF0786
 SF0786  HORZ ORDER  -  THIRD
 SF0786
 SF0786.The horizontal coordinates were established by classical geodetic methods
 SF0786.and adjusted by the National Geodetic Survey in March 1998..
 SF0786
 SF0786.The orthometric height was scaled from a topographic map.
 SF0786
 SF0786.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0786
 SF0786.The geoid height was determined by GEOID03.
 SF0786
 SF0786;                    North         East     Units Scale Factor Converg.
 SF0786;SPC ME E     -   412,166.509   258,619.083   MT  0.99992104   -0 24 11.5
 SF0786;UTM  19      - 5,246,749.728   496,378.025   MT  0.99960016   -0 02 07.1
 SF0786
 SF0786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0786!SPC ME E     -   0.99997657  x   0.99992104  =   0.99989761
 SF0786!UTM  19      -   0.99997657  x   0.99960016  =   0.99957674
 SF0786
 SF0786:                Primary Azimuth Mark                     Grid Az
 SF0786:SPC ME E     -  REF MON C131 A IBC                       356 31 39.5
 SF0786:UTM  19      -  REF MON C131 A IBC                       356 09 35.1
 SF0786
 SF0786|---------------------------------------------------------------------|
 SF0786| PID    Reference Object                     Distance      Geod. Az  |
 SF0786|                                                           dddmmss.s |
 SF0786| SF0677 REF MON C131 A IBC                  APPROX. 0.6 KM 3560728.0 |
 SF0786|---------------------------------------------------------------------|
 SF0786
 SF0786                          SUPERSEDED SURVEY CONTROL
 SF0786
 SF0786  NAD 83(1992)-  47 22 27.09263(N)    069 02 52.72432(W) AD(       ) 3
 SF0786  NAD 83(1986)-  47 22 27.09898(N)    069 02 52.72222(W) AD(       ) 3
 SF0786  NAD 27      -  47 22 27.01300(N)    069 02 54.59000(W) AD(       ) 3
 SF0786
 SF0786.Superseded values are not recommended for survey control.
 SF0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0786.See file dsdata.txt to determine how the superseded data were derived.
 SF0786
 SF0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9637846750(NAD 83)
 SF0786_MARKER: Z = SEE DESCRIPTION
 SF0786_SETTING: 0 = UNSPECIFIED SETTING
 SF0786_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0786
 SF0786  HISTORY     - Date     Condition        Report By
 SF0786  HISTORY     - 1911     MONUMENTED       IBC
 SF0786  HISTORY     - 1962     GOOD             IBC
 SF0786
 SF0786                          STATION DESCRIPTION
 SF0786
 SF0786'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0786'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0786'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0786'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0786'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0786'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0786'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0786'THE POST.
 SF0786
 SF0786                          STATION RECOVERY (1962)
 SF0786
 SF0786'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0786'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0677 ***********************************************************************
 SF0677  DESIGNATION -  REF MON C131 A IBC
 SF0677  PID         -  SF0677
 SF0677  STATE/COUNTY-  ME/AROOSTOOK
 SF0677  USGS QUAD   -  LANDRY (1986)
 SF0677
 SF0677                         *CURRENT SURVEY CONTROL
 SF0677  ___________________________________________________________________
 SF0677* NAD 83(1996)-  47 22 45.94534(N)    069 02 54.59779(W)     ADJUSTED  
 SF0677* NAVD 88     -       190.     (meters)     623.     (feet)  SCALED    
 SF0677  ___________________________________________________________________
 SF0677  LAPLACE CORR-           5.62  (seconds)                    DEFLEC99
 SF0677  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 SF0677
 SF0677  HORZ ORDER  -  THIRD
 SF0677
 SF0677.The horizontal coordinates were established by classical geodetic methods
 SF0677.and adjusted by the National Geodetic Survey in March 1998..
 SF0677
 SF0677.The orthometric height was scaled from a topographic map.
 SF0677
 SF0677.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0677
 SF0677.The geoid height was determined by GEOID03.
 SF0677
 SF0677;                    North         East     Units Scale Factor Converg.
 SF0677;SPC ME E     -   412,748.457   258,583.772   MT  0.99992107   -0 24 13.0
 SF0677;UTM  19      - 5,247,331.251   496,338.990   MT  0.99960016   -0 02 08.5
 SF0677
 SF0677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0677!SPC ME E     -   0.99997422  x   0.99992107  =   0.99989529
 SF0677!UTM  19      -   0.99997422  x   0.99960016  =   0.99957439
 SF0677
 SF0677|---------------------------------------------------------------------|
 SF0677| PID    Reference Object                     Distance      Geod. Az  |
 SF0677|                                                           dddmmss.s |
 SF0677| SF0672 REF MON C132 IBC                    389.736 METERS 02425     |
 SF0677| SF0786 REF MON C130 IBC                    APPROX. 0.6 KM 1760726.6 |
 SF0677|---------------------------------------------------------------------|
 SF0677
 SF0677                          SUPERSEDED SURVEY CONTROL
 SF0677
 SF0677  NAD 83(1992)-  47 22 45.92900(N)    069 02 54.60318(W) AD(       ) 3
 SF0677  NAD 83(1986)-  47 22 45.93543(N)    069 02 54.60108(W) AD(       ) 3
 SF0677  NAD 27      -  47 22 45.85100(N)    069 02 56.47000(W) AD(       ) 3
 SF0677
 SF0677.Superseded values are not recommended for survey control.
 SF0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0677.See file dsdata.txt to determine how the superseded data were derived.
 SF0677
 SF0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9633947331(NAD 83)
 SF0677_MARKER: Z = SEE DESCRIPTION
 SF0677_SETTING: 0 = UNSPECIFIED SETTING
 SF0677_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0677
 SF0677  HISTORY     - Date     Condition        Report By
 SF0677  HISTORY     - 1939     MONUMENTED       IBC
 SF0677  HISTORY     - 1962     GOOD             IBC
 SF0677
 SF0677                          STATION DESCRIPTION
 SF0677
 SF0677'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1939 (BF)
 SF0677'ERECTED TO TAKE THE PLACE OF REFERENCE MONUMENT C-131, THE SITE OF
 SF0677'WHICH IS NOW COVERED BY THE ST FRANCIS RIVER.  THE NEW MONUMENT IS OF
 SF0677'THE SAME SIZE AND TYPE AS THE ONE WHICH IT REPLACES, BUT ITS BASE IS
 SF0677'MARKED---1939---AND---NO. C-131-A---.  IT IS 32.8 METERS EAST OF THE
 SF0677'FORMER SITE OF REFERENCE MONUMENT C-131.
 SF0677'
 SF0677'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0677'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0677'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0677'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0677'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0677'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0677'THE POST.
 SF0677
 SF0677                          STATION RECOVERY (1962)
 SF0677
 SF0677'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0677'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0678 ***********************************************************************
 SF0678  DESIGNATION -  REF MON C131 IBC
 SF0678  PID         -  SF0678
 SF0678  STATE/COUNTY-  ME/AROOSTOOK
 SF0678  USGS QUAD   -  LANDRY (1986)
 SF0678
 SF0678                         *CURRENT SURVEY CONTROL
 SF0678  ___________________________________________________________________
 SF0678* NAD 83(1996)-  47 22 45.68728(N)    069 02 56.11525(W)     ADJUSTED  
 SF0678* NAVD 88     -       177.     (meters)     581.     (feet)  SCALED    
 SF0678  ___________________________________________________________________
 SF0678  LAPLACE CORR-           5.57  (seconds)                    DEFLEC99
 SF0678  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 SF0678
 SF0678  HORZ ORDER  -  THIRD
 SF0678
 SF0678.The horizontal coordinates were established by classical geodetic methods
 SF0678.and adjusted by the National Geodetic Survey in March 1998..
 SF0678
 SF0678.The orthometric height was scaled from a topographic map.
 SF0678
 SF0678.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0678
 SF0678.The geoid height was determined by GEOID03.
 SF0678
 SF0678;                    North         East     Units Scale Factor Converg.
 SF0678;SPC ME E     -   412,740.713   258,551.887   MT  0.99992111   -0 24 14.2
 SF0678;UTM  19      - 5,247,323.304   496,307.167   MT  0.99960017   -0 02 09.6
 SF0678
 SF0678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0678!SPC ME E     -   0.99997626  x   0.99992111  =   0.99989737
 SF0678!UTM  19      -   0.99997626  x   0.99960017  =   0.99957644
 SF0678
 SF0678:                Primary Azimuth Mark                     Grid Az
 SF0678:SPC ME E     -  REF MON C132 IBC                         028 24 27.0
 SF0678:UTM  19      -  REF MON C132 IBC                         028 02 22.4
 SF0678
 SF0678|---------------------------------------------------------------------|
 SF0678| PID    Reference Object                     Distance      Geod. Az  |
 SF0678|                                                           dddmmss.s |
 SF0678| SF0672 REF MON C132 IBC                    410.956 METERS 0280012.8 |
 SF0678| SF0673 C163 IBC                            249.973 METERS 12936     |
 SF0678| SF0786 REF MON C130 IBC                    APPROX. 0.6 KM 1725517.3 |
 SF0678|---------------------------------------------------------------------|
 SF0678
 SF0678                          SUPERSEDED SURVEY CONTROL
 SF0678
 SF0678  NAD 83(1992)-  47 22 45.67093(N)    069 02 56.12062(W) AD(       ) 3
 SF0678  NAD 83(1986)-  47 22 45.67734(N)    069 02 56.11855(W) AD(       ) 3
 SF0678  NAD 27      -  47 22 45.59200(N)    069 02 57.98600(W) AD(       ) 3
 SF0678
 SF0678.Superseded values are not recommended for survey control.
 SF0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0678.See file dsdata.txt to determine how the superseded data were derived.
 SF0678
 SF0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9630747323(NAD 83)
 SF0678_MARKER: Z = SEE DESCRIPTION
 SF0678_SETTING: 0 = UNSPECIFIED SETTING
 SF0678_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0678
 SF0678  HISTORY     - Date     Condition        Report By
 SF0678  HISTORY     - 1911     MONUMENTED       IBC
 SF0678  HISTORY     - 1929     MARK NOT FOUND   IBC
 SF0678  HISTORY     - 1962     MARK NOT FOUND   IBC
 SF0678
 SF0678                          STATION DESCRIPTION
 SF0678
 SF0678'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0678'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0678'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0678'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0678'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0678'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0678'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0678'THE POST.
 SF0678
 SF0678                          STATION RECOVERY (1929)
 SF0678
 SF0678'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1929 (JH)
 SF0678'RIVER BANK CAVED IN AND MONUMENT CARRIED WITH IT INTO THE RIVER.
 SF0678'MONUMENT FOUND INTACT IN SHALLOW WATER NEAR THE EDGE OF RIVER.
 SF0678'MONUMENT NOT REPLACED.
 SF0678
 SF0678                          STATION RECOVERY (1962)
 SF0678
 SF0678'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0678'STATION LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0672 ***********************************************************************
 SF0672  DESIGNATION -  REF MON C132 IBC
 SF0672  PID         -  SF0672
 SF0672  STATE/COUNTY-  ME/AROOSTOOK
 SF0672  USGS QUAD   -  LANDRY (1986)
 SF0672
 SF0672                         *CURRENT SURVEY CONTROL
 SF0672  ___________________________________________________________________
 SF0672* NAD 83(1996)-  47 22 57.43612(N)    069 02 46.91614(W)     ADJUSTED  
 SF0672* NAVD 88     -       175.     (meters)     574.     (feet)  SCALED    
 SF0672  ___________________________________________________________________
 SF0672  LAPLACE CORR-           5.77  (seconds)                    DEFLEC99
 SF0672  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 SF0672
 SF0672  HORZ ORDER  -  THIRD
 SF0672
 SF0672.The horizontal coordinates were established by classical geodetic methods
 SF0672.and adjusted by the National Geodetic Survey in March 1998..
 SF0672
 SF0672.The orthometric height was scaled from a topographic map.
 SF0672
 SF0672.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0672
 SF0672.The geoid height was determined by GEOID03.
 SF0672
 SF0672;                    North         East     Units Scale Factor Converg.
 SF0672;SPC ME E     -   413,102.156   258,747.380   MT  0.99992091   -0 24 07.5
 SF0672;UTM  19      - 5,247,685.879   496,500.272   MT  0.99960015   -0 02 02.8
 SF0672
 SF0672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0672!SPC ME E     -   0.99997657  x   0.99992091  =   0.99989748
 SF0672!UTM  19      -   0.99997657  x   0.99960015  =   0.99957673
 SF0672
 SF0672|---------------------------------------------------------------------|
 SF0672| PID    Reference Object                     Distance      Geod. Az  |
 SF0672|                                                           dddmmss.s |
 SF0672| SF0664 REF MON C133 IBC                    280.110 METERS 12406     |
 SF0672| SF0677 REF MON C131 A IBC                  389.736 METERS 20425     |
 SF0672|---------------------------------------------------------------------|
 SF0672
 SF0672                          SUPERSEDED SURVEY CONTROL
 SF0672
 SF0672  NAD 83(1992)-  47 22 57.41961(N)    069 02 46.92177(W) AD(       ) 3
 SF0672  NAD 83(1986)-  47 22 57.42609(N)    069 02 46.91964(W) AD(       ) 3
 SF0672  NAD 27      -  47 22 57.34100(N)    069 02 48.78800(W) AD(       ) 3
 SF0672
 SF0672.Superseded values are not recommended for survey control.
 SF0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0672.See file dsdata.txt to determine how the superseded data were derived.
 SF0672
 SF0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9650047686(NAD 83)
 SF0672_MARKER: Z = SEE DESCRIPTION
 SF0672_SETTING: 0 = UNSPECIFIED SETTING
 SF0672_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0672
 SF0672  HISTORY     - Date     Condition        Report By
 SF0672  HISTORY     - 1911     MONUMENTED       IBC
 SF0672  HISTORY     - 1962     POOR             IBC
 SF0672
 SF0672                          STATION DESCRIPTION
 SF0672
 SF0672'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0672'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0672'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0672'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0672'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0672'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0672'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0672'THE POST.
 SF0672
 SF0672                          STATION RECOVERY (1962)
 SF0672
 SF0672'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0672'STATION RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0664 ***********************************************************************
 SF0664  DESIGNATION -  REF MON C133 IBC
 SF0664  PID         -  SF0664
 SF0664  STATE/COUNTY-  ME/AROOSTOOK
 SF0664  USGS QUAD   -  LANDRY (1986)
 SF0664
 SF0664                         *CURRENT SURVEY CONTROL
 SF0664  ___________________________________________________________________
 SF0664* NAD 83(1996)-  47 22 52.35118(N)    069 02 35.85806(W)     ADJUSTED  
 SF0664* NAVD 88     -       182.     (meters)     597.     (feet)  SCALED    
 SF0664  ___________________________________________________________________
 SF0664  LAPLACE CORR-           6.22  (seconds)                    DEFLEC99
 SF0664  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 SF0664
 SF0664  HORZ ORDER  -  THIRD
 SF0664
 SF0664.The horizontal coordinates were established by classical geodetic methods
 SF0664.and adjusted by the National Geodetic Survey in March 1998..
 SF0664
 SF0664.The orthometric height was scaled from a topographic map.
 SF0664
 SF0664.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0664
 SF0664.The geoid height was determined by GEOID03.
 SF0664
 SF0664;                    North         East     Units Scale Factor Converg.
 SF0664;SPC ME E     -   412,943.511   258,978.208   MT  0.99992067   -0 23 59.3
 SF0664;UTM  19      - 5,247,528.771   496,732.040   MT  0.99960013   -0 01 54.7
 SF0664
 SF0664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0664!SPC ME E     -   0.99997547  x   0.99992067  =   0.99989614
 SF0664!UTM  19      -   0.99997547  x   0.99960013  =   0.99957561
 SF0664
 SF0664:                Primary Azimuth Mark                     Grid Az
 SF0664:SPC ME E     -  REF MON C131 A IBC                       243 41 13.0
 SF0664:UTM  19      -  REF MON C131 A IBC                       243 19 08.4
 SF0664
 SF0664|---------------------------------------------------------------------|
 SF0664| PID    Reference Object                     Distance      Geod. Az  |
 SF0664|                                                           dddmmss.s |
 SF0664| SF0677 REF MON C131 A IBC                  440.064 METERS 2431713.7 |
 SF0664| SF0672 REF MON C132 IBC                    280.110 METERS 30406     |
 SF0664|---------------------------------------------------------------------|
 SF0664
 SF0664                          SUPERSEDED SURVEY CONTROL
 SF0664
 SF0664  NAD 83(1992)-  47 22 52.33481(N)    069 02 35.86384(W) AD(       ) 3
 SF0664  NAD 83(1986)-  47 22 52.34126(N)    069 02 35.86166(W) AD(       ) 3
 SF0664  NAD 27      -  47 22 52.25600(N)    069 02 37.73100(W) AD(       ) 3
 SF0664
 SF0664.Superseded values are not recommended for survey control.
 SF0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0664.See file dsdata.txt to determine how the superseded data were derived.
 SF0664
 SF0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9673247529(NAD 83)
 SF0664_MARKER: Z = SEE DESCRIPTION
 SF0664_SETTING: 0 = UNSPECIFIED SETTING
 SF0664_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0664
 SF0664  HISTORY     - Date     Condition        Report By
 SF0664  HISTORY     - 1911     MONUMENTED       IBC
 SF0664  HISTORY     - 1939     POOR             IBC
 SF0664  HISTORY     - 1962     POOR             IBC
 SF0664
 SF0664                          STATION DESCRIPTION
 SF0664
 SF0664'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0664'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0664'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0664'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0664'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0664'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0664'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0664'THE POST.
 SF0664
 SF0664                          STATION RECOVERY (1939)
 SF0664
 SF0664'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1939 (DFC)
 SF0664'FOUND WITH EARTH WASHED FROM AROUND ITS BASE.  REPAIRS CONSISTED OF
 SF0664'MAKING AN EARTH FILL AROUND THE BASE.
 SF0664
 SF0664                          STATION RECOVERY (1962)
 SF0664
 SF0664'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0664'STATION RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0629 ***********************************************************************
 SF0629  DESIGNATION -  REF MON C134 A IBC
 SF0629  PID         -  SF0629
 SF0629  STATE/COUNTY-  ME/AROOSTOOK
 SF0629  USGS QUAD   -  LANDRY (1986)
 SF0629
 SF0629                         *CURRENT SURVEY CONTROL
 SF0629  ___________________________________________________________________
 SF0629* NAD 83(1996)-  47 23 08.57369(N)    069 02 17.50085(W)     ADJUSTED  
 SF0629* NAVD 88     -       198.     (meters)     650.     (feet)  SCALED    
 SF0629  ___________________________________________________________________
 SF0629  LAPLACE CORR-           6.97  (seconds)                    DEFLEC99
 SF0629  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 SF0629
 SF0629  HORZ ORDER  -  THIRD
 SF0629
 SF0629.The horizontal coordinates were established by classical geodetic methods
 SF0629.and adjusted by the National Geodetic Survey in March 1998..
 SF0629
 SF0629.The orthometric height was scaled from a topographic map.
 SF0629
 SF0629.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0629
 SF0629.The geoid height was determined by GEOID03.
 SF0629
 SF0629;                    North         East     Units Scale Factor Converg.
 SF0629;SPC ME E     -   413,441.783   259,366.690   MT  0.99992028   -0 23 45.9
 SF0629;UTM  19      - 5,248,029.367   497,117.191   MT  0.99960010   -0 01 41.2
 SF0629
 SF0629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0629!SPC ME E     -   0.99997296  x   0.99992028  =   0.99989325
 SF0629!UTM  19      -   0.99997296  x   0.99960010  =   0.99957307
 SF0629
 SF0629|---------------------------------------------------------------------|
 SF0629| PID    Reference Object                     Distance      Geod. Az  |
 SF0629|                                                           dddmmss.s |
 SF0629| SF0621 POINT E IBC                         384.161 METERS 03600     |
 SF0629|---------------------------------------------------------------------|
 SF0629
 SF0629                          SUPERSEDED SURVEY CONTROL
 SF0629
 SF0629  NAD 83(1992)-  47 23 08.55710(N)    069 02 17.50716(W) AD(       ) 3
 SF0629  NAD 83(1986)-  47 23 08.56368(N)    069 02 17.50501(W) AD(       ) 3
 SF0629  NAD 27      -  47 23 08.48000(N)    069 02 19.37000(W) AD(       ) 3
 SF0629
 SF0629.Superseded values are not recommended for survey control.
 SF0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0629.See file dsdata.txt to determine how the superseded data were derived.
 SF0629
 SF0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9711748029(NAD 83)
 SF0629_MARKER: Z = SEE DESCRIPTION
 SF0629_SETTING: 0 = UNSPECIFIED SETTING
 SF0629_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0629
 SF0629  HISTORY     - Date     Condition        Report By
 SF0629  HISTORY     - 1939     MONUMENTED       IBC
 SF0629  HISTORY     - 1962     GOOD             IBC
 SF0629
 SF0629                          STATION DESCRIPTION
 SF0629
 SF0629'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1939 (DFC)
 SF0629'ERECTED TO TAKE THE PLACE OF REFERENCE MONUMENT C-134, WHICH HAD
 SF0629'BEEN DESTROYED.  THE NEW MONUMENT IS OF THE SAME SIZE AND TYPE AS
 SF0629'THE ONE WHICH IT REPLACES, BUT ITS BASE IS
 SF0629'MARKED---1939---AND---CANADA NO. 134-A---.  IT IS 45.0 METERS
 SF0629'NORTHEAST OF THE FORMER SITE OF REFERENCE MONUMENT C-134.
 SF0629'
 SF0629'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0629'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0629'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0629'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0629'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0629'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0629'THE POST.
 SF0629
 SF0629                          STATION RECOVERY (1962)
 SF0629
 SF0629'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0629'STATION RECOVERED IN GOOD CONDTION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0631 ***********************************************************************
 SF0631  DESIGNATION -  REF MON C134 IBC
 SF0631  PID         -  SF0631
 SF0631  STATE/COUNTY-  ME/AROOSTOOK
 SF0631  USGS QUAD   -  LANDRY (1986)
 SF0631
 SF0631                         *CURRENT SURVEY CONTROL
 SF0631  ___________________________________________________________________
 SF0631* NAD 83(1996)-  47 23 07.42691(N)    069 02 18.82008(W)     ADJUSTED  
 SF0631* NAVD 88     -       205.     (meters)     673.     (feet)  SCALED    
 SF0631  ___________________________________________________________________
 SF0631  LAPLACE CORR-           6.94  (seconds)                    DEFLEC99
 SF0631  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 SF0631
 SF0631  HORZ ORDER  -  THIRD
 SF0631
 SF0631.The horizontal coordinates were established by classical geodetic methods
 SF0631.and adjusted by the National Geodetic Survey in March 1998..
 SF0631
 SF0631.The orthometric height was scaled from a topographic map.
 SF0631
 SF0631.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0631
 SF0631.The geoid height was determined by GEOID03.
 SF0631
 SF0631;                    North         East     Units Scale Factor Converg.
 SF0631;SPC ME E     -   413,406.562   259,338.778   MT  0.99992031   -0 23 46.8
 SF0631;UTM  19      - 5,247,993.979   497,089.515   MT  0.99960010   -0 01 42.2
 SF0631
 SF0631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0631!SPC ME E     -   0.99997187  x   0.99992031  =   0.99989218
 SF0631!UTM  19      -   0.99997187  x   0.99960010  =   0.99957198
 SF0631
 SF0631:                Primary Azimuth Mark                     Grid Az
 SF0631:SPC ME E     -  REF MON C133 IBC                         217 54 26.5
 SF0631:UTM  19      -  REF MON C133 IBC                         217 32 21.9
 SF0631
 SF0631|---------------------------------------------------------------------|
 SF0631| PID    Reference Object                     Distance      Geod. Az  |
 SF0631|                                                           dddmmss.s |
 SF0631| SF0664 REF MON C133 IBC                    APPROX. 0.6 KM 2173039.7 |
 SF0631| SF0655 S173 IBC                            281.030 METERS 29559     |
 SF0631|---------------------------------------------------------------------|
 SF0631
 SF0631                          SUPERSEDED SURVEY CONTROL
 SF0631
 SF0631  NAD 83(1992)-  47 23 07.41034(N)    069 02 18.82633(W) AD(       ) 3
 SF0631  NAD 83(1986)-  47 23 07.41686(N)    069 02 18.82410(W) AD(       ) 3
 SF0631  NAD 27      -  47 23 07.33300(N)    069 02 20.69300(W) AD(       ) 3
 SF0631
 SF0631.Superseded values are not recommended for survey control.
 SF0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0631.See file dsdata.txt to determine how the superseded data were derived.
 SF0631
 SF0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9709047994(NAD 83)
 SF0631_MARKER: Z = SEE DESCRIPTION
 SF0631_SETTING: 0 = UNSPECIFIED SETTING
 SF0631_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0631
 SF0631  HISTORY     - Date     Condition        Report By
 SF0631  HISTORY     - 1911     MONUMENTED       IBC
 SF0631  HISTORY     - 1962     MARK NOT FOUND   IBC
 SF0631
 SF0631                          STATION DESCRIPTION
 SF0631
 SF0631'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0631'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0631'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0631'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0631'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0631'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0631'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0631'THE POST.
 SF0631
 SF0631                          STATION RECOVERY (1962)
 SF0631
 SF0631'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0631'STATION LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0668 ***********************************************************************
 SF0668  DESIGNATION -  REF MON C135 IBC
 SF0668  PID         -  SF0668
 SF0668  STATE/COUNTY-  ME/AROOSTOOK
 SF0668  USGS QUAD   -  LANDRY (1986)
 SF0668
 SF0668                         *CURRENT SURVEY CONTROL
 SF0668  ___________________________________________________________________
 SF0668* NAD 83(1996)-  47 23 28.75178(N)    069 02 40.43931(W)     ADJUSTED  
 SF0668* NAVD 88     -       175.     (meters)     574.     (feet)  SCALED    
 SF0668  ___________________________________________________________________
 SF0668  LAPLACE CORR-           5.66  (seconds)                    DEFLEC99
 SF0668  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 SF0668
 SF0668  HORZ ORDER  -  THIRD
 SF0668
 SF0668.The horizontal coordinates were established by classical geodetic methods
 SF0668.and adjusted by the National Geodetic Survey in March 1998..
 SF0668
 SF0668.The orthometric height was scaled from a topographic map.
 SF0668
 SF0668.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0668
 SF0668.The geoid height was determined by GEOID03.
 SF0668
 SF0668;                    North         East     Units Scale Factor Converg.
 SF0668;SPC ME E     -   414,068.221   258,889.984   MT  0.99992076   -0 24 02.9
 SF0668;UTM  19      - 5,248,652.531   496,636.625   MT  0.99960014   -0 01 58.1
 SF0668
 SF0668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0668!SPC ME E     -   0.99997657  x   0.99992076  =   0.99989734
 SF0668!UTM  19      -   0.99997657  x   0.99960014  =   0.99957672
 SF0668
 SF0668|---------------------------------------------------------------------|
 SF0668| PID    Reference Object                     Distance      Geod. Az  |
 SF0668|                                                           dddmmss.s |
 SF0668| SF0667 REF MON C136 IBC                    272.452 METERS 00417     |
 SF0668| SF0653 REF MON C137 IBC                    APPROX. 0.5 KM 0274414.6 |
 SF0668|---------------------------------------------------------------------|
 SF0668
 SF0668                          SUPERSEDED SURVEY CONTROL
 SF0668
 SF0668  NAD 83(1992)-  47 23 28.73467(N)    069 02 40.44534(W) AD(       ) 3
 SF0668  NAD 83(1986)-  47 23 28.74120(N)    069 02 40.44312(W) AD(       ) 3
 SF0668  NAD 27      -  47 23 28.65700(N)    069 02 42.31100(W) AD(       ) 3
 SF0668
 SF0668.Superseded values are not recommended for survey control.
 SF0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0668.See file dsdata.txt to determine how the superseded data were derived.
 SF0668
 SF0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9663748653(NAD 83)
 SF0668_MARKER: Z = SEE DESCRIPTION
 SF0668_SETTING: 0 = UNSPECIFIED SETTING
 SF0668_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0668
 SF0668  HISTORY     - Date     Condition        Report By
 SF0668  HISTORY     - 1911     MONUMENTED       IBC
 SF0668  HISTORY     - 1950     POOR             IBC
 SF0668  HISTORY     - 1962     GOOD             IBC
 SF0668
 SF0668                          STATION DESCRIPTION
 SF0668
 SF0668'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0668'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0668'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0668'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0668'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0668'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0668'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0668'THE POST.
 SF0668
 SF0668                          STATION RECOVERY (1950)
 SF0668
 SF0668'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1950 (NWS)
 SF0668'REPAIRS CONSISTED OF THE REMOVAL OF THE DETERIORATED CONCRETE AND THE
 SF0668'POURING OF FRESH CONCRETE INTO A SUITABLE FORM, CENTERED OVER THE
 SF0668'MONUMENT, OF SUFFICIENT HEIGHT TO GIVE A COVERING OF 2 INCHES OF
 SF0668'CONCRETE OVER THE ENDS OF THE RODS.
 SF0668
 SF0668                          STATION RECOVERY (1962)
 SF0668
 SF0668'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0668'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0667 ***********************************************************************
 SF0667  DESIGNATION -  REF MON C136 IBC
 SF0667  PID         -  SF0667
 SF0667  STATE/COUNTY-  ME/AROOSTOOK
 SF0667  USGS QUAD   -  LANDRY (1986)
 SF0667
 SF0667                         *CURRENT SURVEY CONTROL
 SF0667  ___________________________________________________________________
 SF0667* NAD 83(1996)-  47 23 37.54916(N)    069 02 39.46731(W)     ADJUSTED  
 SF0667* NAVD 88     -       175.     (meters)     574.     (feet)  SCALED    
 SF0667  ___________________________________________________________________
 SF0667  LAPLACE CORR-           5.49  (seconds)                    DEFLEC99
 SF0667  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 SF0667
 SF0667  HORZ ORDER  -  THIRD
 SF0667
 SF0667.The horizontal coordinates were established by classical geodetic methods
 SF0667.and adjusted by the National Geodetic Survey in March 1998..
 SF0667
 SF0667.The orthometric height was scaled from a topographic map.
 SF0667
 SF0667.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0667
 SF0667.The geoid height was determined by GEOID03.
 SF0667
 SF0667;                    North         East     Units Scale Factor Converg.
 SF0667;SPC ME E     -   414,339.739   258,912.266   MT  0.99992074   -0 24 02.2
 SF0667;UTM  19      - 5,248,924.099   496,657.156   MT  0.99960014   -0 01 57.4
 SF0667
 SF0667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0667!SPC ME E     -   0.99997657  x   0.99992074  =   0.99989732
 SF0667!UTM  19      -   0.99997657  x   0.99960014  =   0.99957672
 SF0667
 SF0667|---------------------------------------------------------------------|
 SF0667| PID    Reference Object                     Distance      Geod. Az  |
 SF0667|                                                           dddmmss.s |
 SF0667| SF0653 REF MON C137 IBC                    286.495 METERS 04958     |
 SF0667| SF0641 C168 IBC                            344.010 METERS 07823     |
 SF0667| SF0657 C167 IBC                            177.525 METERS 11132     |
 SF0667| SF0650 C166 IBC                            379.850 METERS 14039     |
 SF0667| SF0668 REF MON C135 IBC                    272.452 METERS 18417     |
 SF0667|---------------------------------------------------------------------|
 SF0667
 SF0667                          SUPERSEDED SURVEY CONTROL
 SF0667
 SF0667  NAD 83(1992)-  47 23 37.53187(N)    069 02 39.47344(W) AD(       ) 3
 SF0667  NAD 83(1986)-  47 23 37.53838(N)    069 02 39.47122(W) AD(       ) 3
 SF0667  NAD 27      -  47 23 37.45400(N)    069 02 41.34000(W) AD(       ) 3
 SF0667
 SF0667.Superseded values are not recommended for survey control.
 SF0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0667.See file dsdata.txt to determine how the superseded data were derived.
 SF0667
 SF0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9665748924(NAD 83)
 SF0667_MARKER: Z = SEE DESCRIPTION
 SF0667_SETTING: 0 = UNSPECIFIED SETTING
 SF0667_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0667
 SF0667  HISTORY     - Date     Condition        Report By
 SF0667  HISTORY     - 1911     MONUMENTED       IBC
 SF0667  HISTORY     - 1950     POOR             IBC
 SF0667  HISTORY     - 1962     GOOD             IBC
 SF0667
 SF0667                          STATION DESCRIPTION
 SF0667
 SF0667'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0667'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0667'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0667'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0667'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0667'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0667'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0667'THE POST.
 SF0667
 SF0667                          STATION RECOVERY (1950)
 SF0667
 SF0667'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1950 (NWS)
 SF0667'REPAIRS CONSISTED OF THE REMOVAL OF THE DETERIORATED CONCRETE AND THE
 SF0667'POURING OF FRESH CONCRETE INTO A SUITABLE FORM, CENTERED OVER THE
 SF0667'MONUMENT, OF SUFFICIENT HEIGHT TO GIVE A COVERING OF 2 INCHES OF
 SF0667'CONCRETE OVER THE ENDS OF THE RODS.
 SF0667
 SF0667                          STATION RECOVERY (1962)
 SF0667
 SF0667'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0667'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0653 ***********************************************************************
 SF0653  DESIGNATION -  REF MON C137 IBC
 SF0653  PID         -  SF0653
 SF0653  STATE/COUNTY-  ME/AROOSTOOK
 SF0653  USGS QUAD   -  LANDRY (1986)
 SF0653
 SF0653                         *CURRENT SURVEY CONTROL
 SF0653  ___________________________________________________________________
 SF0653* NAD 83(1996)-  47 23 43.51553(N)    069 02 29.00599(W)     ADJUSTED  
 SF0653* NAVD 88     -       175.     (meters)     574.     (feet)  SCALED    
 SF0653  ___________________________________________________________________
 SF0653  LAPLACE CORR-           6.05  (seconds)                    DEFLEC99
 SF0653  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 SF0653
 SF0653  HORZ ORDER  -  THIRD
 SF0653
 SF0653.The horizontal coordinates were established by classical geodetic methods
 SF0653.and adjusted by the National Geodetic Survey in March 1998..
 SF0653
 SF0653.The orthometric height was scaled from a topographic map.
 SF0653
 SF0653.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0653
 SF0653.The geoid height was determined by GEOID03.
 SF0653
 SF0653;                    North         East     Units Scale Factor Converg.
 SF0653;SPC ME E     -   414,522.450   259,132.909   MT  0.99992052   -0 23 54.6
 SF0653;UTM  19      - 5,249,108.164   496,876.550   MT  0.99960012   -0 01 49.7
 SF0653
 SF0653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0653!SPC ME E     -   0.99997657  x   0.99992052  =   0.99989709
 SF0653!UTM  19      -   0.99997657  x   0.99960012  =   0.99957670
 SF0653
 SF0653:                Primary Azimuth Mark                     Grid Az
 SF0653:SPC ME E     -  REF MON C138 IBC                         068 45 50.8
 SF0653:UTM  19      -  REF MON C138 IBC                         068 23 45.9
 SF0653
 SF0653|---------------------------------------------------------------------|
 SF0653| PID    Reference Object                     Distance      Geod. Az  |
 SF0653|                                                           dddmmss.s |
 SF0653| SF0624 REF MON C138 IBC                    466.616 METERS 0682156.2 |
 SF0653| SF0634 REF MON S138 A IBC                  199.621 METERS 06910     |
 SF0653| SF0668 REF MON C135 IBC                    APPROX. 0.5 KM 2074423.0 |
 SF0653| SF0667 REF MON C136 IBC                    286.495 METERS 22958     |
 SF0653|---------------------------------------------------------------------|
 SF0653
 SF0653                          SUPERSEDED SURVEY CONTROL
 SF0653
 SF0653  NAD 83(1992)-  47 23 43.49817(N)    069 02 29.01240(W) AD(       ) 3
 SF0653  NAD 83(1986)-  47 23 43.50465(N)    069 02 29.01020(W) AD(       ) 3
 SF0653  NAD 27      -  47 23 43.42100(N)    069 02 30.88100(W) AD(       ) 3
 SF0653
 SF0653.Superseded values are not recommended for survey control.
 SF0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0653.See file dsdata.txt to determine how the superseded data were derived.
 SF0653
 SF0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9687749108(NAD 83)
 SF0653_MARKER: Z = SEE DESCRIPTION
 SF0653_SETTING: 0 = UNSPECIFIED SETTING
 SF0653_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0653
 SF0653  HISTORY     - Date     Condition        Report By
 SF0653  HISTORY     - 1911     MONUMENTED       IBC
 SF0653  HISTORY     - 1950     POOR             IBC
 SF0653  HISTORY     - 1962     GOOD             IBC
 SF0653
 SF0653                          STATION DESCRIPTION
 SF0653
 SF0653'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0653'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0653'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0653'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0653'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0653'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0653'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0653'THE POST.
 SF0653
 SF0653                          STATION RECOVERY (1950)
 SF0653
 SF0653'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1950 (NWS)
 SF0653'REPAIRS CONSISTED OF THE REMOVAL OF THE DETERIORATED CONCRETE AND THE
 SF0653'POURING OF FRESH CONCRETE INTO A SUITABLE FORM, CENTERED OVER THE
 SF0653'MONUMENT, OF SUFFICIENT HEIGHT TO GIVE A COVERING OF 2 INCHES OF
 SF0653'CONCRETE OVER THE ENDS OF THE RODS.
 SF0653
 SF0653                          STATION RECOVERY (1962)
 SF0653
 SF0653'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0653'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0624 ***********************************************************************
 SF0624  DESIGNATION -  REF MON C138 IBC
 SF0624  PID         -  SF0624
 SF0624  STATE/COUNTY-  ME/AROOSTOOK
 SF0624  USGS QUAD   -  LANDRY (1986)
 SF0624
 SF0624                         *CURRENT SURVEY CONTROL
 SF0624  ___________________________________________________________________
 SF0624* NAD 83(1996)-  47 23 49.08551(N)    069 02 08.32156(W)     ADJUSTED  
 SF0624* NAVD 88     -       190.     (meters)     623.     (feet)  SCALED    
 SF0624  ___________________________________________________________________
 SF0624  LAPLACE CORR-           6.61  (seconds)                    DEFLEC99
 SF0624  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 SF0624
 SF0624  HORZ ORDER  -  THIRD
 SF0624
 SF0624.The horizontal coordinates were established by classical geodetic methods
 SF0624.and adjusted by the National Geodetic Survey in March 1998..
 SF0624
 SF0624.The orthometric height was scaled from a topographic map.
 SF0624
 SF0624.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0624
 SF0624.The geoid height was determined by GEOID03.
 SF0624
 SF0624;                    North         East     Units Scale Factor Converg.
 SF0624;SPC ME E     -   414,691.449   259,567.806   MT  0.99992008   -0 23 39.4
 SF0624;UTM  19      - 5,249,279.898   497,310.214   MT  0.99960009   -0 01 34.5
 SF0624
 SF0624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0624!SPC ME E     -   0.99997422  x   0.99992008  =   0.99989430
 SF0624!UTM  19      -   0.99997422  x   0.99960009  =   0.99957432
 SF0624
 SF0624|---------------------------------------------------------------------|
 SF0624| PID    Reference Object                     Distance      Geod. Az  |
 SF0624|                                                           dddmmss.s |
 SF0624| SF0644 TP 392 IBC                          354.501 METERS 27557     |
 SF0624| SF0635 TP 391 IBC                          262.201 METERS 28350     |
 SF0624| SF0625 REF MON C139 IBC                    313.825 METERS 35509     |
 SF0624|---------------------------------------------------------------------|
 SF0624
 SF0624                          SUPERSEDED SURVEY CONTROL
 SF0624
 SF0624  NAD 83(1992)-  47 23 49.06812(N)    069 02 08.32845(W) AD(       ) 3
 SF0624  NAD 83(1986)-  47 23 49.07459(N)    069 02 08.32630(W) AD(       ) 3
 SF0624  NAD 27      -  47 23 48.99300(N)    069 02 10.19500(W) AD(       ) 3
 SF0624
 SF0624.Superseded values are not recommended for survey control.
 SF0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0624.See file dsdata.txt to determine how the superseded data were derived.
 SF0624
 SF0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9731049280(NAD 83)
 SF0624_MARKER: Z = SEE DESCRIPTION
 SF0624_SETTING: 0 = UNSPECIFIED SETTING
 SF0624_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0624
 SF0624  HISTORY     - Date     Condition        Report By
 SF0624  HISTORY     - 1911     MONUMENTED       IBC
 SF0624  HISTORY     - 1950     POOR             IBC
 SF0624  HISTORY     - 1962     GOOD             IBC
 SF0624
 SF0624                          STATION DESCRIPTION
 SF0624
 SF0624'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0624'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0624'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0624'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0624'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0624'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0624'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0624'THE POST.
 SF0624
 SF0624                          STATION RECOVERY (1950)
 SF0624
 SF0624'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1950 (NWS)
 SF0624'REPAIRS CONSISTED OF THE REMOVAL OF THE DETERIORATED CONCRETE AND THE
 SF0624'POURING OF FRESH CONCRETE INTO A SUITABLE FORM, CENTERED OVER THE
 SF0624'MONUMENT, OF SUFFICIENT HEIGHT TO GIVE A COVERING OF 2 INCHES OF
 SF0624'CONCRETE OVER THE ENDS OF THE RODS.
 SF0624
 SF0624                          STATION RECOVERY (1962)
 SF0624
 SF0624'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0624'STATION RECOVERED IN GOOD CONDTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0625 ***********************************************************************
 SF0625  DESIGNATION -  REF MON C139 IBC
 SF0625  PID         -  SF0625
 SF0625  STATE/COUNTY-  ME/AROOSTOOK
 SF0625  USGS QUAD   -  LANDRY (1986)
 SF0625
 SF0625                         *CURRENT SURVEY CONTROL
 SF0625  ___________________________________________________________________
 SF0625* NAD 83(1996)-  47 23 59.21090(N)    069 02 09.58678(W)     ADJUSTED  
 SF0625* NAVD 88     -       182.     (meters)     597.     (feet)  SCALED    
 SF0625  ___________________________________________________________________
 SF0625  LAPLACE CORR-           6.49  (seconds)                    DEFLEC99
 SF0625  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 SF0625
 SF0625  HORZ ORDER  -  THIRD
 SF0625
 SF0625.The horizontal coordinates were established by classical geodetic methods
 SF0625.and adjusted by the National Geodetic Survey in March 1998..
 SF0625
 SF0625.The orthometric height was scaled from a topographic map.
 SF0625
 SF0625.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0625
 SF0625.The geoid height was determined by GEOID03.
 SF0625
 SF0625;                    North         East     Units Scale Factor Converg.
 SF0625;SPC ME E     -   415,004.301   259,543.430   MT  0.99992011   -0 23 40.4
 SF0625;UTM  19      - 5,249,592.487   497,283.838   MT  0.99960009   -0 01 35.4
 SF0625
 SF0625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0625!SPC ME E     -   0.99997547  x   0.99992011  =   0.99989559
 SF0625!UTM  19      -   0.99997547  x   0.99960009  =   0.99957557
 SF0625
 SF0625|---------------------------------------------------------------------|
 SF0625| PID    Reference Object                     Distance      Geod. Az  |
 SF0625|                                                           dddmmss.s |
 SF0625| SF0615 REF MON C141 IBC                    292.748 METERS 02927     |
 SF0625| SF0617 C172 IBC                            132.735 METERS 05929     |
 SF0625| SF0614 C171 IBC                            159.529 METERS 10634     |
 SF0625| SF0624 REF MON C138 IBC                    313.825 METERS 17509     |
 SF0625| SF0628 S178 IBC                            280.789 METERS 20539     |
 SF0625| SF0646 S180 IBC                            421.371 METERS 2994045.2 |
 SF0625| SF0636 REF MON C140 IBC                    447.027 METERS 3290814.5 |
 SF0625|---------------------------------------------------------------------|
 SF0625
 SF0625                          SUPERSEDED SURVEY CONTROL
 SF0625
 SF0625  NAD 83(1992)-  47 23 59.19330(N)    069 02 09.59374(W) AD(       ) 3
 SF0625  NAD 83(1986)-  47 23 59.19974(N)    069 02 09.59157(W) AD(       ) 3
 SF0625  NAD 27      -  47 23 59.12000(N)    069 02 11.46200(W) AD(       ) 3
 SF0625
 SF0625.Superseded values are not recommended for survey control.
 SF0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0625.See file dsdata.txt to determine how the superseded data were derived.
 SF0625
 SF0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9728449592(NAD 83)
 SF0625_MARKER: Z = SEE DESCRIPTION
 SF0625_SETTING: 0 = UNSPECIFIED SETTING
 SF0625_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0625
 SF0625  HISTORY     - Date     Condition        Report By
 SF0625  HISTORY     - 1911     MONUMENTED       IBC
 SF0625  HISTORY     - 1950     POOR             IBC
 SF0625  HISTORY     - 1962     POOR             IBC
 SF0625
 SF0625                          STATION DESCRIPTION
 SF0625
 SF0625'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0625'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0625'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0625'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0625'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0625'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0625'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0625'THE POST.
 SF0625
 SF0625                          STATION RECOVERY (1950)
 SF0625
 SF0625'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1950 (NWS)
 SF0625'REPAIRS CONSISTED OF THE REMOVAL OF THE DETERIORATED CONCRETE AND THE
 SF0625'POURING OF FRESH CONCRETE INTO A SUITABLE FORM, CENTERED OVER THE
 SF0625'MONUMENT, OF SUFFICIENT HEIGHT TO GIVE A COVERING OF 2 INCHES OF
 SF0625'CONCRETE OVER THE ENDS OF THE RODS.
 SF0625
 SF0625                          STATION RECOVERY (1962)
 SF0625
 SF0625'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0625'STATION RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0636 ***********************************************************************
 SF0636  DESIGNATION -  REF MON C140 IBC
 SF0636  PID         -  SF0636
 SF0636  STATE/COUNTY-  ME/AROOSTOOK
 SF0636  USGS QUAD   -  LANDRY (1986)
 SF0636
 SF0636                         *CURRENT SURVEY CONTROL
 SF0636  ___________________________________________________________________
 SF0636* NAD 83(1996)-  47 24 11.63597(N)    069 02 20.52370(W)     ADJUSTED  
 SF0636* NAVD 88     -       167.     (meters)     548.     (feet)  SCALED    
 SF0636  ___________________________________________________________________
 SF0636  LAPLACE CORR-           6.11  (seconds)                    DEFLEC99
 SF0636  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 SF0636
 SF0636  HORZ ORDER  -  THIRD
 SF0636
 SF0636.The horizontal coordinates were established by classical geodetic methods
 SF0636.and adjusted by the National Geodetic Survey in March 1998..
 SF0636
 SF0636.The orthometric height was scaled from a topographic map.
 SF0636
 SF0636.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0636
 SF0636.The geoid height was determined by GEOID03.
 SF0636
 SF0636;                    North         East     Units Scale Factor Converg.
 SF0636;SPC ME E     -   415,389.567   259,316.780   MT  0.99992033   -0 23 48.5
 SF0636;UTM  19      - 5,249,976.167   497,054.791   MT  0.99960011   -0 01 43.4
 SF0636
 SF0636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0636!SPC ME E     -   0.99997783  x   0.99992033  =   0.99989816
 SF0636!UTM  19      -   0.99997783  x   0.99960011  =   0.99957795
 SF0636
 SF0636|---------------------------------------------------------------------|
 SF0636| PID    Reference Object                     Distance      Geod. Az  |
 SF0636|                                                           dddmmss.s |
 SF0636| SF0615 REF MON C141 IBC                    394.875 METERS 10902     |
 SF0636| SF0625 REF MON C139 IBC                    447.027 METERS 1490806.4 |
 SF0636| SF0642 TP 407 IBC                          126.701 METERS 20928     |
 SF0636| SF0646 S180 IBC                            222.179 METERS 21800     |
 SF0636| SF0661 REF MON S139 IBC                    284.760 METERS 25436     |
 SF0636| SF0660 REF MON S140 IBC                    300.837 METERS 29512     |
 SF0636|---------------------------------------------------------------------|
 SF0636
 SF0636                          SUPERSEDED SURVEY CONTROL
 SF0636
 SF0636  NAD 83(1992)-  47 24 11.61811(N)    069 02 20.53060(W) AD(       ) 3
 SF0636  NAD 83(1986)-  47 24 11.62451(N)    069 02 20.52838(W) AD(       ) 3
 SF0636  NAD 27      -  47 24 11.54600(N)    069 02 22.40200(W) AD(       ) 3
 SF0636
 SF0636.Superseded values are not recommended for survey control.
 SF0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0636.See file dsdata.txt to determine how the superseded data were derived.
 SF0636
 SF0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9705549976(NAD 83)
 SF0636_MARKER: Z = SEE DESCRIPTION
 SF0636_SETTING: 0 = UNSPECIFIED SETTING
 SF0636_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0636
 SF0636  HISTORY     - Date     Condition        Report By
 SF0636  HISTORY     - 1911     MONUMENTED       IBC
 SF0636  HISTORY     - 1950     POOR             IBC
 SF0636  HISTORY     - 1962     GOOD             IBC
 SF0636
 SF0636                          STATION DESCRIPTION
 SF0636
 SF0636'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0636'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0636'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0636'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0636'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0636'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0636'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0636'THE POST.
 SF0636
 SF0636                          STATION RECOVERY (1950)
 SF0636
 SF0636'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1950 (NWS)
 SF0636'REPAIRS CONSISTED OF THE REMOVAL OF THE DETERIORATED CONCRETE AND THE
 SF0636'POURING OF FRESH CONCRETE INTO A SUITABLE FORM, CENTERED OVER THE
 SF0636'MONUMENT, OF SUFFICIENT HEIGHT TO GIVE A COVERING OF 2 INCHES OF
 SF0636'CONCRETE OVER THE ENDS OF THE RODS.
 SF0636
 SF0636                          STATION RECOVERY (1962)
 SF0636
 SF0636'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0636'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0615 ***********************************************************************
 SF0615  DESIGNATION -  REF MON C141 IBC
 SF0615  PID         -  SF0615
 SF0615  STATE/COUNTY-  ME/AROOSTOOK
 SF0615  USGS QUAD   -  LANDRY (1986)
 SF0615
 SF0615                         *CURRENT SURVEY CONTROL
 SF0615  ___________________________________________________________________
 SF0615* NAD 83(1996)-  47 24 07.46487(N)    069 02 02.72119(W)     ADJUSTED  
 SF0615* NAVD 88     -       167.     (meters)     548.     (feet)  SCALED    
 SF0615  ___________________________________________________________________
 SF0615  LAPLACE CORR-           6.59  (seconds)                    DEFLEC99
 SF0615  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 SF0615
 SF0615  HORZ ORDER  -  THIRD
 SF0615
 SF0615.The horizontal coordinates were established by classical geodetic methods
 SF0615.and adjusted by the National Geodetic Survey in March 1998..
 SF0615
 SF0615.The orthometric height was scaled from a topographic map.
 SF0615
 SF0615.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0615
 SF0615.The geoid height was determined by GEOID03.
 SF0615
 SF0615;                    North         East     Units Scale Factor Converg.
 SF0615;SPC ME E     -   415,258.192   259,689.126   MT  0.99991996   -0 23 35.4
 SF0615;UTM  19      - 5,249,847.227   497,427.854   MT  0.99960008   -0 01 30.3
 SF0615
 SF0615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0615!SPC ME E     -   0.99997783  x   0.99991996  =   0.99989779
 SF0615!UTM  19      -   0.99997783  x   0.99960008  =   0.99957791
 SF0615
 SF0615|---------------------------------------------------------------------|
 SF0615| PID    Reference Object                     Distance      Geod. Az  |
 SF0615|                                                           dddmmss.s |
 SF0615| SF0609 REF MON S141 IBC                    187.478 METERS 04835     |
 SF0615| SF0600 C174 IBC                            240.026 METERS 06851     |
 SF0615| SF0602 C173 IBC                            206.735 METERS 10434     |
 SF0615| SF0617 C172 IBC                            189.819 METERS 18859     |
 SF0615| SF0625 REF MON C139 IBC                    292.748 METERS 20927     |
 SF0615| SF0646 S180 IBC                            APPROX. 0.5 KM 2644904.5 |
 SF0615| SF0636 REF MON C140 IBC                    394.875 METERS 28902     |
 SF0615|---------------------------------------------------------------------|
 SF0615
 SF0615                          SUPERSEDED SURVEY CONTROL
 SF0615
 SF0615  NAD 83(1992)-  47 24 07.44717(N)    069 02 02.72837(W) AD(       ) 3
 SF0615  NAD 83(1986)-  47 24 07.45356(N)    069 02 02.72621(W) AD(       ) 3
 SF0615  NAD 27      -  47 24 07.37600(N)    069 02 04.59800(W) AD(       ) 3
 SF0615
 SF0615.Superseded values are not recommended for survey control.
 SF0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0615.See file dsdata.txt to determine how the superseded data were derived.
 SF0615
 SF0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9742849847(NAD 83)
 SF0615_MARKER: Z = SEE DESCRIPTION
 SF0615_SETTING: 0 = UNSPECIFIED SETTING
 SF0615_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0615
 SF0615  HISTORY     - Date     Condition        Report By
 SF0615  HISTORY     - 1911     MONUMENTED       IBC
 SF0615  HISTORY     - 1950     POOR             IBC
 SF0615  HISTORY     - 1962     POOR             IBC
 SF0615
 SF0615                          STATION DESCRIPTION
 SF0615
 SF0615'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0615'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0615'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0615'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0615'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0615'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0615'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0615'THE POST.
 SF0615
 SF0615                          STATION RECOVERY (1950)
 SF0615
 SF0615'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1950 (NWS)
 SF0615'REPAIRS CONSISTED OF THE REMOVAL OF THE DETERIORATED CONCRETE AND THE
 SF0615'POURING OF FRESH CONCRETE INTO A SUITABLE FORM, CENTERED OVER THE
 SF0615'MONUMENT, OF SUFFICIENT HEIGHT TO GIVE A COVERING OF 2 INCHES OF
 SF0615'CONCRETE OVER THE ENDS OF THE RODS.
 SF0615
 SF0615                          STATION RECOVERY (1962)
 SF0615
 SF0615'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0615'STATION RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0608 ***********************************************************************
 SF0608  DESIGNATION -  REF MON C142 IBC
 SF0608  PID         -  SF0608
 SF0608  STATE/COUNTY-  ME/AROOSTOOK
 SF0608  USGS QUAD   -  LANDRY (1986)
 SF0608
 SF0608                         *CURRENT SURVEY CONTROL
 SF0608  ___________________________________________________________________
 SF0608* NAD 83(1996)-  47 24 16.44231(N)    069 01 55.68174(W)     ADJUSTED  
 SF0608* NAVD 88     -       167.     (meters)     548.     (feet)  SCALED    
 SF0608  ___________________________________________________________________
 SF0608  LAPLACE CORR-           6.68  (seconds)                    DEFLEC99
 SF0608  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 SF0608
 SF0608  HORZ ORDER  -  THIRD
 SF0608
 SF0608.The horizontal coordinates were established by classical geodetic methods
 SF0608.and adjusted by the National Geodetic Survey in March 1998..
 SF0608
 SF0608.The orthometric height was scaled from a topographic map.
 SF0608
 SF0608.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0608
 SF0608.The geoid height was determined by GEOID03.
 SF0608
 SF0608;                    North         East     Units Scale Factor Converg.
 SF0608;SPC ME E     -   415,534.402   259,838.607   MT  0.99991982   -0 23 30.2
 SF0608;UTM  19      - 5,250,124.303   497,575.510   MT  0.99960007   -0 01 25.2
 SF0608
 SF0608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0608!SPC ME E     -   0.99997783  x   0.99991982  =   0.99989765
 SF0608!UTM  19      -   0.99997783  x   0.99960007  =   0.99957790
 SF0608
 SF0608                          SUPERSEDED SURVEY CONTROL
 SF0608
 SF0608  NAD 83(1992)-  47 24 16.42450(N)    069 01 55.68912(W) AD(       ) 3
 SF0608  NAD 83(1986)-  47 24 16.43084(N)    069 01 55.68696(W) AD(       ) 3
 SF0608  NAD 27      -  47 24 16.35500(N)    069 01 57.55900(W) AD(       ) 3
 SF0608
 SF0608.Superseded values are not recommended for survey control.
 SF0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0608.See file dsdata.txt to determine how the superseded data were derived.
 SF0608
 SF0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9757650124(NAD 83)
 SF0608_MARKER: Z = SEE DESCRIPTION
 SF0608_SETTING: 0 = UNSPECIFIED SETTING
 SF0608_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0608
 SF0608  HISTORY     - Date     Condition        Report By
 SF0608  HISTORY     - 1911     MONUMENTED       IBC
 SF0608  HISTORY     - 1962     MARK NOT FOUND   IBC
 SF0608
 SF0608                          STATION DESCRIPTION
 SF0608
 SF0608'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0608'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0608'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0608'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0608'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0608'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0608'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0608'THE POST.
 SF0608
 SF0608                          STATION RECOVERY (1962)
 SF0608
 SF0608'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0608'STATION SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0604 ***********************************************************************
 SF0604  DESIGNATION -  REF MON C143 IBC
 SF0604  PID         -  SF0604
 SF0604  STATE/COUNTY-  ME/AROOSTOOK
 SF0604  USGS QUAD   -  LANDRY (1986)
 SF0604
 SF0604                         *CURRENT SURVEY CONTROL
 SF0604  ___________________________________________________________________
 SF0604* NAD 83(1996)-  47 24 32.68042(N)    069 01 54.72738(W)     ADJUSTED  
 SF0604* NAVD 88     -       175.     (meters)     574.     (feet)  SCALED    
 SF0604  ___________________________________________________________________
 SF0604  LAPLACE CORR-           6.62  (seconds)                    DEFLEC99
 SF0604  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 SF0604
 SF0604  HORZ ORDER  -  THIRD
 SF0604
 SF0604.The horizontal coordinates were established by classical geodetic methods
 SF0604.and adjusted by the National Geodetic Survey in March 1998..
 SF0604
 SF0604.The orthometric height was scaled from a topographic map.
 SF0604
 SF0604.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0604
 SF0604.The geoid height was determined by GEOID03.
 SF0604
 SF0604;                    North         East     Units Scale Factor Converg.
 SF0604;SPC ME E     -   416,035.695   259,862.041   MT  0.99991979   -0 23 29.6
 SF0604;UTM  19      - 5,250,625.576   497,595.717   MT  0.99960007   -0 01 24.5
 SF0604
 SF0604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0604!SPC ME E     -   0.99997657  x   0.99991979  =   0.99989636
 SF0604!UTM  19      -   0.99997657  x   0.99960007  =   0.99957665
 SF0604
 SF0604|---------------------------------------------------------------------|
 SF0604| PID    Reference Object                     Distance      Geod. Az  |
 SF0604|                                                           dddmmss.s |
 SF0604| SF0613 REF MON C144 A IBC                  239.721 METERS 32222     |
 SF0604| SF0620 REF MON C146 IBC                    APPROX. 0.7 KM 3420357.1 |
 SF0604|---------------------------------------------------------------------|
 SF0604
 SF0604                          SUPERSEDED SURVEY CONTROL
 SF0604
 SF0604  NAD 83(1992)-  47 24 32.66239(N)    069 01 54.73493(W) AD(       ) 3
 SF0604  NAD 83(1986)-  47 24 32.66865(N)    069 01 54.73272(W) AD(       ) 3
 SF0604  NAD 27      -  47 24 32.59300(N)    069 01 56.60800(W) AD(       ) 3
 SF0604
 SF0604.Superseded values are not recommended for survey control.
 SF0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0604.See file dsdata.txt to determine how the superseded data were derived.
 SF0604
 SF0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9759650626(NAD 83)
 SF0604_MARKER: Z = SEE DESCRIPTION
 SF0604_SETTING: 0 = UNSPECIFIED SETTING
 SF0604_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0604
 SF0604  HISTORY     - Date     Condition        Report By
 SF0604  HISTORY     - 1911     MONUMENTED       IBC
 SF0604  HISTORY     - 1950     POOR             IBC
 SF0604  HISTORY     - 1962     GOOD             IBC
 SF0604
 SF0604                          STATION DESCRIPTION
 SF0604
 SF0604'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0604'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0604'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0604'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0604'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0604'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0604'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0604'THE POST.
 SF0604
 SF0604                          STATION RECOVERY (1950)
 SF0604
 SF0604'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1950 (NWS)
 SF0604'REPAIRS CONSISTED OF THE REMOVAL OF THE DETERIORATED CONCRETE AND THE
 SF0604'POURING OF FRESH CONCRETE INTO A SUITABLE FORM, CENTERED OVER THE
 SF0604'MONUMENT, OF SUFFICIENT HEIGHT TO GIVE A COVERING OF 2 INCHES OF
 SF0604'CONCRETE OVER THE ENDS OF THE RODS.
 SF0604
 SF0604                          STATION RECOVERY (1962)
 SF0604
 SF0604'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0604'STATION RECOVERED IN GOOD CONDTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0613 ***********************************************************************
 SF0613  DESIGNATION -  REF MON C144 A IBC
 SF0613  PID         -  SF0613
 SF0613  STATE/COUNTY-  ME/AROOSTOOK
 SF0613  USGS QUAD   -  LANDRY (1986)
 SF0613
 SF0613                         *CURRENT SURVEY CONTROL
 SF0613  ___________________________________________________________________
 SF0613* NAD 83(1996)-  47 24 38.82692(N)    069 02 01.71069(W)     ADJUSTED  
 SF0613* NAVD 88     -       167.     (meters)     548.     (feet)  SCALED    
 SF0613  ___________________________________________________________________
 SF0613  LAPLACE CORR-           6.48  (seconds)                    DEFLEC99
 SF0613  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 SF0613
 SF0613  HORZ ORDER  -  THIRD
 SF0613
 SF0613.The horizontal coordinates were established by classical geodetic methods
 SF0613.and adjusted by the National Geodetic Survey in March 1998..
 SF0613
 SF0613.The orthometric height was scaled from a topographic map.
 SF0613
 SF0613.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0613
 SF0613.The geoid height was determined by GEOID03.
 SF0613
 SF0613;                    North         East     Units Scale Factor Converg.
 SF0613;SPC ME E     -   416,226.500   259,716.954   MT  0.99991994   -0 23 34.8
 SF0613;UTM  19      - 5,250,815.384   497,449.454   MT  0.99960008   -0 01 29.6
 SF0613
 SF0613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0613!SPC ME E     -   0.99997783  x   0.99991994  =   0.99989777
 SF0613!UTM  19      -   0.99997783  x   0.99960008  =   0.99957792
 SF0613
 SF0613                          SUPERSEDED SURVEY CONTROL
 SF0613
 SF0613  NAD 83(1992)-  47 24 38.80876(N)    069 02 01.71819(W) AD(       ) 3
 SF0613  NAD 83(1986)-  47 24 38.81502(N)    069 02 01.71594(W) AD(       ) 3
 SF0613  NAD 27      -  47 24 38.73900(N)    069 02 03.59200(W) AD(       ) 3
 SF0613
 SF0613.Superseded values are not recommended for survey control.
 SF0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0613.See file dsdata.txt to determine how the superseded data were derived.
 SF0613
 SF0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9744950815(NAD 83)
 SF0613_MARKER: Z = SEE DESCRIPTION
 SF0613_SETTING: 0 = UNSPECIFIED SETTING
 SF0613_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0613
 SF0613  HISTORY     - Date     Condition        Report By
 SF0613  HISTORY     - 1939     MONUMENTED       IBC
 SF0613  HISTORY     - 1962     GOOD             IBC
 SF0613
 SF0613                          STATION DESCRIPTION
 SF0613
 SF0613'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1939 (DFC)
 SF0613'ERECTED TO TAKE THE PLACE OF REFERENCE MONUMENT C-144, THE SITE OF
 SF0613'WHICH IS NOW COVERED BY THE ST FRANCIS RIVER.  THE NEW MONUMENT IS OF
 SF0613'THE SAME SIZE AND TYPE AS THE ONE WHICH IT REPLACES, BUT ITS BASE IS
 SF0613'MARKED---1939---AND---CANADA NO. 144-A---.  IT IS 79.1 METERS EAST
 SF0613'OF THE FORMER SITE OF REFERENCE MONUMENT C-144.
 SF0613'
 SF0613'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0613'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0613'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0613'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0613'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0613'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0613'THE POST.
 SF0613
 SF0613                          STATION RECOVERY (1962)
 SF0613
 SF0613'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0613'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0619 ***********************************************************************
 SF0619  DESIGNATION -  REF MON C144 IBC
 SF0619  PID         -  SF0619
 SF0619  STATE/COUNTY-  ME/AROOSTOOK
 SF0619  USGS QUAD   -  LANDRY (1986)
 SF0619
 SF0619                         *CURRENT SURVEY CONTROL
 SF0619  ___________________________________________________________________
 SF0619* NAD 83(1996)-  47 24 38.39795(N)    069 02 05.42866(W)     ADJUSTED  
 SF0619* NAVD 88     -       167.     (meters)     548.     (feet)  SCALED    
 SF0619  ___________________________________________________________________
 SF0619  LAPLACE CORR-           6.42  (seconds)                    DEFLEC99
 SF0619  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 SF0619
 SF0619  HORZ ORDER  -  THIRD
 SF0619
 SF0619.The horizontal coordinates were established by classical geodetic methods
 SF0619.and adjusted by the National Geodetic Survey in March 1998..
 SF0619
 SF0619.The orthometric height was scaled from a topographic map.
 SF0619
 SF0619.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0619
 SF0619.The geoid height was determined by GEOID03.
 SF0619
 SF0619;                    North         East     Units Scale Factor Converg.
 SF0619;SPC ME E     -   416,213.789   259,638.927   MT  0.99992001   -0 23 37.6
 SF0619;UTM  19      - 5,250,802.176   497,371.535   MT  0.99960008   -0 01 32.3
 SF0619
 SF0619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0619!SPC ME E     -   0.99997783  x   0.99992001  =   0.99989784
 SF0619!UTM  19      -   0.99997783  x   0.99960008  =   0.99957792
 SF0619
 SF0619                          SUPERSEDED SURVEY CONTROL
 SF0619
 SF0619  NAD 83(1992)-  47 24 38.37981(N)    069 02 05.43619(W) AD(       ) 3
 SF0619  NAD 83(1986)-  47 24 38.38606(N)    069 02 05.43389(W) AD(       ) 3
 SF0619  NAD 27      -  47 24 38.31000(N)    069 02 07.31100(W) AD(       ) 3
 SF0619
 SF0619.Superseded values are not recommended for survey control.
 SF0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0619.See file dsdata.txt to determine how the superseded data were derived.
 SF0619
 SF0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9737250802(NAD 83)
 SF0619_MARKER: Z = SEE DESCRIPTION
 SF0619_SETTING: 0 = UNSPECIFIED SETTING
 SF0619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0619
 SF0619  HISTORY     - Date     Condition        Report By
 SF0619  HISTORY     - 1911     MONUMENTED       IBC
 SF0619  HISTORY     - 1962     MARK NOT FOUND   IBC
 SF0619
 SF0619                          STATION DESCRIPTION
 SF0619
 SF0619'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0619'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0619'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0619'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0619'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0619'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0619'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0619'THE POST.
 SF0619
 SF0619                          STATION RECOVERY (1962)
 SF0619
 SF0619'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0619'STATION LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0618 ***********************************************************************
 SF0618  DESIGNATION -  REF MON C145 IBC
 SF0618  PID         -  SF0618
 SF0618  STATE/COUNTY-  ME/AROOSTOOK
 SF0618  USGS QUAD   -  LANDRY (1986)
 SF0618
 SF0618                         *CURRENT SURVEY CONTROL
 SF0618  ___________________________________________________________________
 SF0618* NAD 83(1996)-  47 24 47.88463(N)    069 02 04.70466(W)     ADJUSTED  
 SF0618* NAVD 88     -       175.     (meters)     574.     (feet)  SCALED    
 SF0618  ___________________________________________________________________
 SF0618  LAPLACE CORR-           6.40  (seconds)                    DEFLEC99
 SF0618  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 SF0618
 SF0618  HORZ ORDER  -  THIRD
 SF0618
 SF0618.The horizontal coordinates were established by classical geodetic methods
 SF0618.and adjusted by the National Geodetic Survey in March 1998..
 SF0618
 SF0618.The orthometric height was scaled from a topographic map.
 SF0618
 SF0618.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0618
 SF0618.The geoid height was determined by GEOID03.
 SF0618
 SF0618;                    North         East     Units Scale Factor Converg.
 SF0618;SPC ME E     -   416,506.631   259,656.116   MT  0.99992000   -0 23 37.1
 SF0618;UTM  19      - 5,251,095.029   497,386.837   MT  0.99960008   -0 01 31.8
 SF0618
 SF0618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0618!SPC ME E     -   0.99997657  x   0.99992000  =   0.99989658
 SF0618!UTM  19      -   0.99997657  x   0.99960008  =   0.99957666
 SF0618
 SF0618                          SUPERSEDED SURVEY CONTROL
 SF0618
 SF0618  NAD 83(1992)-  47 24 47.86643(N)    069 02 04.71229(W) AD(       ) 3
 SF0618  NAD 83(1986)-  47 24 47.87263(N)    069 02 04.70995(W) AD(       ) 3
 SF0618  NAD 27      -  47 24 47.79700(N)    069 02 06.58900(W) AD(       ) 3
 SF0618
 SF0618.Superseded values are not recommended for survey control.
 SF0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0618.See file dsdata.txt to determine how the superseded data were derived.
 SF0618
 SF0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9738751095(NAD 83)
 SF0618_MARKER: Z = SEE DESCRIPTION
 SF0618_SETTING: 0 = UNSPECIFIED SETTING
 SF0618_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0618
 SF0618  HISTORY     - Date     Condition        Report By
 SF0618  HISTORY     - 1911     MONUMENTED       IBC
 SF0618  HISTORY     - 1962     GOOD             IBC
 SF0618
 SF0618                          STATION DESCRIPTION
 SF0618
 SF0618'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0618'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0618'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0618'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0618'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0618'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0618'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0618'THE POST.
 SF0618
 SF0618                          STATION RECOVERY (1962)
 SF0618
 SF0618'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0618'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0620 ***********************************************************************
 SF0620  DESIGNATION -  REF MON C146 IBC
 SF0620  PID         -  SF0620
 SF0620  STATE/COUNTY-  ME/AROOSTOOK
 SF0620  USGS QUAD   -  LANDRY (1986)
 SF0620
 SF0620                         *CURRENT SURVEY CONTROL
 SF0620  ___________________________________________________________________
 SF0620* NAD 83(1996)-  47 24 55.69075(N)    069 02 05.69925(W)     ADJUSTED  
 SF0620* NAVD 88     -       213.     (meters)     699.     (feet)  SCALED    
 SF0620  ___________________________________________________________________
 SF0620  LAPLACE CORR-           6.36  (seconds)                    DEFLEC99
 SF0620  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 SF0620
 SF0620  HORZ ORDER  -  THIRD
 SF0620
 SF0620.The horizontal coordinates were established by classical geodetic methods
 SF0620.and adjusted by the National Geodetic Survey in March 1998..
 SF0620
 SF0620.The orthometric height was scaled from a topographic map.
 SF0620
 SF0620.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0620
 SF0620.The geoid height was determined by GEOID03.
 SF0620
 SF0620;                    North         East     Units Scale Factor Converg.
 SF0620;SPC ME E     -   416,747.826   259,636.926   MT  0.99992001   -0 23 37.9
 SF0620;UTM  19      - 5,251,336.019   497,366.104   MT  0.99960009   -0 01 32.5
 SF0620
 SF0620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0620!SPC ME E     -   0.99997062  x   0.99992001  =   0.99989063
 SF0620!UTM  19      -   0.99997062  x   0.99960009  =   0.99957072
 SF0620
 SF0620|---------------------------------------------------------------------|
 SF0620| PID    Reference Object                     Distance      Geod. Az  |
 SF0620|                                                           dddmmss.s |
 SF0620| SF0610 C180 IBC                            184.683 METERS 12039     |
 SF0620| SF0618 REF MON C145 IBC                    241.977 METERS 17503     |
 SF0620| SF0626 REF MON S144 IBC                    155.347 METERS 21727     |
 SF0620| SF0639 C182 IBC                            345.006 METERS 28551     |
 SF0620|---------------------------------------------------------------------|
 SF0620
 SF0620                          SUPERSEDED SURVEY CONTROL
 SF0620
 SF0620  NAD 83(1992)-  47 24 55.67249(N)    069 02 05.70695(W) AD(       ) 3
 SF0620  NAD 83(1986)-  47 24 55.67864(N)    069 02 05.70456(W) AD(       ) 3
 SF0620  NAD 27      -  47 24 55.60300(N)    069 02 07.58500(W) AD(       ) 3
 SF0620
 SF0620.Superseded values are not recommended for survey control.
 SF0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0620.See file dsdata.txt to determine how the superseded data were derived.
 SF0620
 SF0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9736651336(NAD 83)
 SF0620_MARKER: Z = SEE DESCRIPTION
 SF0620_SETTING: 0 = UNSPECIFIED SETTING
 SF0620_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0620
 SF0620  HISTORY     - Date     Condition        Report By
 SF0620  HISTORY     - 1911     MONUMENTED       IBC
 SF0620  HISTORY     - 1950     POOR             IBC
 SF0620  HISTORY     - 1962     GOOD             IBC
 SF0620
 SF0620                          STATION DESCRIPTION
 SF0620
 SF0620'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0620'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0620'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0620'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0620'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0620'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0620'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0620'THE POST.
 SF0620
 SF0620                          STATION RECOVERY (1950)
 SF0620
 SF0620'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1950 (NWS)
 SF0620'REPAIRS CONSISTED OF THE REMOVAL OF THE DETERIORATED CONCRETE AND THE
 SF0620'POURING OF FRESH CONCRETE INTO A SUITABLE FORM, CENTERED OVER THE
 SF0620'MONUMENT, OF SUFFICIENT HEIGHT TO GIVE A COVERING OF 2 INCHES OF
 SF0620'CONCRETE OVER THE ENDS OF THE RODS.
 SF0620
 SF0620                          STATION RECOVERY (1962)
 SF0620
 SF0620'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0620'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0637 ***********************************************************************
 SF0637  DESIGNATION -  REF MON C147 IBC
 SF0637  PID         -  SF0637
 SF0637  STATE/COUNTY-  ME/AROOSTOOK
 SF0637  USGS QUAD   -  LANDRY (1986)
 SF0637
 SF0637                         *CURRENT SURVEY CONTROL
 SF0637  ___________________________________________________________________
 SF0637* NAD 83(1996)-  47 25 15.50173(N)    069 02 20.55572(W)     ADJUSTED  
 SF0637* NAVD 88     -       198.     (meters)     650.     (feet)  SCALED    
 SF0637  ___________________________________________________________________
 SF0637  LAPLACE CORR-           6.10  (seconds)                    DEFLEC99
 SF0637  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 SF0637
 SF0637  HORZ ORDER  -  THIRD
 SF0637
 SF0637.The horizontal coordinates were established by classical geodetic methods
 SF0637.and adjusted by the National Geodetic Survey in March 1998..
 SF0637
 SF0637.The orthometric height was scaled from a topographic map.
 SF0637
 SF0637.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0637
 SF0637.The geoid height was determined by GEOID03.
 SF0637
 SF0637;                    North         East     Units Scale Factor Converg.
 SF0637;SPC ME E     -   417,361.735   259,329.769   MT  0.99992032   -0 23 48.9
 SF0637;UTM  19      - 5,251,947.746   497,055.109   MT  0.99960011   -0 01 43.5
 SF0637
 SF0637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0637!SPC ME E     -   0.99997297  x   0.99992032  =   0.99989329
 SF0637!UTM  19      -   0.99997297  x   0.99960011  =   0.99957309
 SF0637
 SF0637                          SUPERSEDED SURVEY CONTROL
 SF0637
 SF0637  NAD 83(1992)-  47 25 15.48334(N)    069 02 20.56353(W) AD(       ) 3
 SF0637  NAD 83(1986)-  47 25 15.48946(N)    069 02 20.56094(W) AD(       ) 3
 SF0637  NAD 27      -  47 25 15.41400(N)    069 02 22.44400(W) AD(       ) 3
 SF0637
 SF0637.Superseded values are not recommended for survey control.
 SF0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0637.See file dsdata.txt to determine how the superseded data were derived.
 SF0637
 SF0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9705551948(NAD 83)
 SF0637_MARKER: Z = SEE DESCRIPTION
 SF0637_SETTING: 0 = UNSPECIFIED SETTING
 SF0637_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0637
 SF0637  HISTORY     - Date     Condition        Report By
 SF0637  HISTORY     - 1911     MONUMENTED       IBC
 SF0637  HISTORY     - 1950     POOR             IBC
 SF0637  HISTORY     - 1962     GOOD             IBC
 SF0637
 SF0637                          STATION DESCRIPTION
 SF0637
 SF0637'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0637'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0637'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0637'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0637'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0637'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0637'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0637'THE POST.
 SF0637
 SF0637                          STATION RECOVERY (1950)
 SF0637
 SF0637'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1950 (NWS)
 SF0637'REPAIRS CONSISTED OF THE REMOVAL OF THE DETERIORATED CONCRETE AND THE
 SF0637'POURING OF FRESH CONCRETE INTO A SUITABLE FORM, CENTERED OVER THE
 SF0637'MONUMENT, OF SUFFICIENT HEIGHT TO GIVE A COVERING OF 2 INCHES OF
 SF0637'CONCRETE OVER THE ENDS OF THE RODS.
 SF0637
 SF0637                          STATION RECOVERY (1962)
 SF0637
 SF0637'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0637'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0640 ***********************************************************************
 SF0640  DESIGNATION -  REF MON C148 IBC
 SF0640  PID         -  SF0640
 SF0640  STATE/COUNTY-  ME/AROOSTOOK
 SF0640  USGS QUAD   -  LANDRY (1986)
 SF0640
 SF0640                         *CURRENT SURVEY CONTROL
 SF0640  ___________________________________________________________________
 SF0640* NAD 83(1996)-  47 25 21.56081(N)    069 02 22.01319(W)     ADJUSTED  
 SF0640* NAVD 88     -       190.     (meters)     623.     (feet)  SCALED    
 SF0640  ___________________________________________________________________
 SF0640  LAPLACE CORR-           6.08  (seconds)                    DEFLEC99
 SF0640  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 SF0640
 SF0640  HORZ ORDER  -  THIRD
 SF0640
 SF0640.The horizontal coordinates were established by classical geodetic methods
 SF0640.and adjusted by the National Geodetic Survey in March 1998..
 SF0640
 SF0640.The orthometric height was scaled from a topographic map.
 SF0640
 SF0640.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0640
 SF0640.The geoid height was determined by GEOID03.
 SF0640
 SF0640;                    North         East     Units Scale Factor Converg.
 SF0640;SPC ME E     -   417,549.051   259,300.521   MT  0.99992035   -0 23 50.0
 SF0640;UTM  19      - 5,252,134.809   497,024.667   MT  0.99960011   -0 01 44.6
 SF0640
 SF0640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0640!SPC ME E     -   0.99997423  x   0.99992035  =   0.99989458
 SF0640!UTM  19      -   0.99997423  x   0.99960011  =   0.99957435
 SF0640
 SF0640                          SUPERSEDED SURVEY CONTROL
 SF0640
 SF0640  NAD 83(1992)-  47 25 21.54239(N)    069 02 22.02106(W) AD(       ) 3
 SF0640  NAD 83(1986)-  47 25 21.54851(N)    069 02 22.01845(W) AD(       ) 3
 SF0640  NAD 27      -  47 25 21.47300(N)    069 02 23.90200(W) AD(       ) 3
 SF0640
 SF0640.Superseded values are not recommended for survey control.
 SF0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0640.See file dsdata.txt to determine how the superseded data were derived.
 SF0640
 SF0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9702552135(NAD 83)
 SF0640_MARKER: Z = SEE DESCRIPTION
 SF0640_SETTING: 0 = UNSPECIFIED SETTING
 SF0640_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0640
 SF0640  HISTORY     - Date     Condition        Report By
 SF0640  HISTORY     - 1911     MONUMENTED       IBC
 SF0640  HISTORY     - 1950     POOR             IBC
 SF0640  HISTORY     - 1962     GOOD             IBC
 SF0640
 SF0640                          STATION DESCRIPTION
 SF0640
 SF0640'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0640'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0640'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0640'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0640'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0640'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0640'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0640'THE POST.
 SF0640
 SF0640                          STATION RECOVERY (1950)
 SF0640
 SF0640'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1950 (NWS)
 SF0640'REPAIRS CONSISTED OF THE REMOVAL OF THE DETERIORATED CONCRETE AND THE
 SF0640'POURING OF FRESH CONCRETE INTO A SUITABLE FORM, CENTERED OVER THE
 SF0640'MONUMENT, OF SUFFICIENT HEIGHT TO GIVE A COVERING OF 2 INCHES OF
 SF0640'CONCRETE OVER THE ENDS OF THE RODS.
 SF0640
 SF0640                          STATION RECOVERY (1962)
 SF0640
 SF0640'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0640'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0656 ***********************************************************************
 SF0656  DESIGNATION -  REF MON C149 IBC
 SF0656  PID         -  SF0656
 SF0656  STATE/COUNTY-  ME/AROOSTOOK
 SF0656  USGS QUAD   -  LANDRY (1986)
 SF0656
 SF0656                         *CURRENT SURVEY CONTROL
 SF0656  ___________________________________________________________________
 SF0656* NAD 83(1996)-  47 25 26.99989(N)    069 02 31.06213(W)     ADJUSTED  
 SF0656* NAVD 88     -       175.     (meters)     574.     (feet)  SCALED    
 SF0656  ___________________________________________________________________
 SF0656  LAPLACE CORR-           5.84  (seconds)                    DEFLEC99
 SF0656  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 SF0656
 SF0656  HORZ ORDER  -  THIRD
 SF0656
 SF0656.The horizontal coordinates were established by classical geodetic methods
 SF0656.and adjusted by the National Geodetic Survey in March 1998..
 SF0656
 SF0656.The orthometric height was scaled from a topographic map.
 SF0656
 SF0656.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0656
 SF0656.The geoid height was determined by GEOID03.
 SF0656
 SF0656;                    North         East     Units Scale Factor Converg.
 SF0656;SPC ME E     -   417,718.327   259,112.049   MT  0.99992054   -0 23 56.7
 SF0656;UTM  19      - 5,252,302.817   496,835.172   MT  0.99960012   -0 01 51.2
 SF0656
 SF0656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0656!SPC ME E     -   0.99997658  x   0.99992054  =   0.99989712
 SF0656!UTM  19      -   0.99997658  x   0.99960012  =   0.99957671
 SF0656
 SF0656|---------------------------------------------------------------------|
 SF0656| PID    Reference Object                     Distance      Geod. Az  |
 SF0656|                                                           dddmmss.s |
 SF0656| SF0640 REF MON C148 IBC                    253.350 METERS 13132     |
 SF0656| SF0671 REF MON C151 A IBC                  APPROX. 0.5 KM 3232716.0 |
 SF0656|---------------------------------------------------------------------|
 SF0656
 SF0656                          SUPERSEDED SURVEY CONTROL
 SF0656
 SF0656  NAD 83(1992)-  47 25 26.98141(N)    069 02 31.07003(W) AD(       ) 3
 SF0656  NAD 83(1986)-  47 25 26.98755(N)    069 02 31.06741(W) AD(       ) 3
 SF0656  NAD 27      -  47 25 26.91200(N)    069 02 32.95100(W) AD(       ) 3
 SF0656
 SF0656.Superseded values are not recommended for survey control.
 SF0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0656.See file dsdata.txt to determine how the superseded data were derived.
 SF0656
 SF0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9683552303(NAD 83)
 SF0656_MARKER: Z = SEE DESCRIPTION
 SF0656_SETTING: 0 = UNSPECIFIED SETTING
 SF0656_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0656
 SF0656  HISTORY     - Date     Condition        Report By
 SF0656  HISTORY     - 1911     MONUMENTED       IBC
 SF0656  HISTORY     - 1950     POOR             IBC
 SF0656  HISTORY     - 1962     GOOD             IBC
 SF0656
 SF0656                          STATION DESCRIPTION
 SF0656
 SF0656'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0656'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0656'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0656'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0656'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0656'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0656'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0656'THE POST.
 SF0656
 SF0656                          STATION RECOVERY (1950)
 SF0656
 SF0656'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1950 (NWS)
 SF0656'REPAIRS CONSISTED OF THE REMOVAL OF THE DETERIORATED CONCRETE AND THE
 SF0656'POURING OF FRESH CONCRETE INTO A SUITABLE FORM, CENTERED OVER THE
 SF0656'MONUMENT, OF SUFFICIENT HEIGHT TO GIVE A COVERING OF 2 INCHES OF
 SF0656'CONCRETE OVER THE ENDS OF THE RODS.
 SF0656
 SF0656                          STATION RECOVERY (1962)
 SF0656
 SF0656'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0656'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0659 ***********************************************************************
 SF0659  DESIGNATION -  REF MON C150 IBC
 SF0659  PID         -  SF0659
 SF0659  STATE/COUNTY-  ME/AROOSTOOK
 SF0659  USGS QUAD   -  LANDRY (1986)
 SF0659
 SF0659                         *CURRENT SURVEY CONTROL
 SF0659  ___________________________________________________________________
 SF0659* NAD 83(1996)-  47 25 38.60087(N)    069 02 33.05211(W)     ADJUSTED  
 SF0659* NAVD 88     -       190.     (meters)     623.     (feet)  SCALED    
 SF0659  ___________________________________________________________________
 SF0659  LAPLACE CORR-           5.87  (seconds)                    DEFLEC99
 SF0659  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 SF0659
 SF0659  HORZ ORDER  -  THIRD
 SF0659
 SF0659.The horizontal coordinates were established by classical geodetic methods
 SF0659.and adjusted by the National Geodetic Survey in March 1998..
 SF0659
 SF0659.The orthometric height was scaled from a topographic map.
 SF0659
 SF0659.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0659
 SF0659.The geoid height was determined by GEOID03.
 SF0659
 SF0659;                    North         East     Units Scale Factor Converg.
 SF0659;SPC ME E     -   418,076.854   259,072.844   MT  0.99992058   -0 23 58.3
 SF0659;UTM  19      - 5,252,660.970   496,793.677   MT  0.99960013   -0 01 52.7
 SF0659
 SF0659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0659!SPC ME E     -   0.99997423  x   0.99992058  =   0.99989481
 SF0659!UTM  19      -   0.99997423  x   0.99960013  =   0.99957437
 SF0659
 SF0659                          SUPERSEDED SURVEY CONTROL
 SF0659
 SF0659  NAD 83(1992)-  47 25 38.58231(N)    069 02 33.06012(W) AD(       ) 3
 SF0659  NAD 83(1986)-  47 25 38.58855(N)    069 02 33.05747(W) AD(       ) 3
 SF0659  NAD 27      -  47 25 38.51200(N)    069 02 34.94200(W) AD(       ) 3
 SF0659
 SF0659.Superseded values are not recommended for survey control.
 SF0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0659.See file dsdata.txt to determine how the superseded data were derived.
 SF0659
 SF0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9679452661(NAD 83)
 SF0659_MARKER: Z = SEE DESCRIPTION
 SF0659_SETTING: 0 = UNSPECIFIED SETTING
 SF0659_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0659
 SF0659  HISTORY     - Date     Condition        Report By
 SF0659  HISTORY     - 1911     MONUMENTED       IBC
 SF0659  HISTORY     - 1939     POOR             IBC
 SF0659  HISTORY     - 1950     POOR             IBC
 SF0659  HISTORY     - 1962     GOOD             IBC
 SF0659
 SF0659                          STATION DESCRIPTION
 SF0659
 SF0659'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0659'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0659'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0659'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0659'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0659'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0659'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0659'THE POST.
 SF0659
 SF0659                          STATION RECOVERY (1939)
 SF0659
 SF0659'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1939 (DFC)
 SF0659'FOUND WITH EARTH WASHED FROM AROUND ITS BASE.  REPAIRS CONSISTED OF
 SF0659'MAKING AN EARTH FILL AROUND THE BASE.
 SF0659
 SF0659                          STATION RECOVERY (1950)
 SF0659
 SF0659'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1950 (NWS)
 SF0659'REPAIRS CONSISTED OF THE REMOVAL OF THE DETERIORATED CONCRETE AND THE
 SF0659'POURING OF FRESH CONCRETE INTO A SUITABLE FORM, CENTERED OVER THE
 SF0659'MONUMENT, OF SUFFICIENT HEIGHT TO GIVE A COVERING OF 2 INCHES OF
 SF0659'CONCRETE OVER THE ENDS OF THE RODS.
 SF0659
 SF0659                          STATION RECOVERY (1962)
 SF0659
 SF0659'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0659'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0671 ***********************************************************************
 SF0671  DESIGNATION -  REF MON C151 A IBC
 SF0671  PID         -  SF0671
 SF0671  STATE/COUNTY-  ME/AROOSTOOK
 SF0671  USGS QUAD   -  LANDRY (1986)
 SF0671
 SF0671                         *CURRENT SURVEY CONTROL
 SF0671  ___________________________________________________________________
 SF0671* NAD 83(1996)-  47 25 40.73491(N)    069 02 46.06425(W)     ADJUSTED  
 SF0671* NAVD 88     -       182.     (meters)     597.     (feet)  SCALED    
 SF0671  ___________________________________________________________________
 SF0671  LAPLACE CORR-           5.63  (seconds)                    DEFLEC99
 SF0671  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 SF0671
 SF0671  HORZ ORDER  -  THIRD
 SF0671
 SF0671.The horizontal coordinates were established by classical geodetic methods
 SF0671.and adjusted by the National Geodetic Survey in March 1998..
 SF0671
 SF0671.The orthometric height was scaled from a topographic map.
 SF0671
 SF0671.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0671
 SF0671.The geoid height was determined by GEOID03.
 SF0671
 SF0671;                    North         East     Units Scale Factor Converg.
 SF0671;SPC ME E     -   418,144.661   258,800.632   MT  0.99992085   -0 24 07.9
 SF0671;UTM  19      - 5,252,727.005   496,521.122   MT  0.99960015   -0 02 02.3
 SF0671
 SF0671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0671!SPC ME E     -   0.99997548  x   0.99992085  =   0.99989634
 SF0671!UTM  19      -   0.99997548  x   0.99960015  =   0.99957564
 SF0671
 SF0671                          SUPERSEDED SURVEY CONTROL
 SF0671
 SF0671  NAD 83(1992)-  47 25 40.71614(N)    069 02 46.07204(W) AD(       ) 3
 SF0671  NAD 83(1986)-  47 25 40.72233(N)    069 02 46.06939(W) AD(       ) 3
 SF0671  NAD 27      -  47 25 40.64600(N)    069 02 47.95400(W) AD(       ) 3
 SF0671
 SF0671.Superseded values are not recommended for survey control.
 SF0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0671.See file dsdata.txt to determine how the superseded data were derived.
 SF0671
 SF0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9652152727(NAD 83)
 SF0671_MARKER: U = CONCRETE POST
 SF0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF0671_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF0671+STABILITY: SURFACE MOTION
 SF0671
 SF0671  HISTORY     - Date     Condition        Report By
 SF0671  HISTORY     - 1950     MONUMENTED       IBC
 SF0671
 SF0671                          STATION DESCRIPTION
 SF0671
 SF0671'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1950 (NWS)
 SF0671'ABOUT 400 FEET DOWNSTREAM FROM THE CONFLUENCE OF ST FRANCIS RIVER
 SF0671'AND BLUE RIVER.  ABOUT 7 METERS WEST OF THE SITE OF REFERENCE
 SF0671'MONUMENT C-151 (1911) WHICH HAD BEEN BULLDOZED FROM ITS SITE.  THE
 SF0671'GEOGRAPHIC POSITION WAS OBTAINED FROM A TRIANGLE BASED ON THE LINE
 SF0671'BETWEEN REFERENCE MONUMENTS C-149 AND C-150.
 SF0671'
 SF0671'MONUMENT TYPE--A CONCRETE POST 10 INCHES SQUARE AND 2 FEET HIGH WITH
 SF0671'A PYRAMIDAL TOP, SET IN A CONCRETE BASE 3 BY 3 BY 3 FEET HAVING A
 SF0671'SLOPING CAP.  THE NAME OF THE COUNTRY AND THE NUMBER OF THE MONUMENT
 SF0671'ARE STAMPED ON ONE SIDE OF THE CAP AND THE YEAR ON THE OPPOSITE SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0670 ***********************************************************************
 SF0670  DESIGNATION -  REF MON C151 IBC
 SF0670  PID         -  SF0670
 SF0670  STATE/COUNTY-  ME/AROOSTOOK
 SF0670  USGS QUAD   -  LANDRY (1986)
 SF0670
 SF0670                         *CURRENT SURVEY CONTROL
 SF0670  ___________________________________________________________________
 SF0670* NAD 83(1996)-  47 25 40.75599(N)    069 02 45.72819(W)     ADJUSTED  
 SF0670* NAVD 88     -       181.     (meters)     594.     (feet)  SCALED    
 SF0670  ___________________________________________________________________
 SF0670  LAPLACE CORR-           5.64  (seconds)                    DEFLEC99
 SF0670  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 SF0670
 SF0670  HORZ ORDER  -  THIRD
 SF0670
 SF0670.The horizontal coordinates were established by classical geodetic methods
 SF0670.and adjusted by the National Geodetic Survey in March 1998..
 SF0670
 SF0670.The orthometric height was scaled from a topographic map.
 SF0670
 SF0670.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0670
 SF0670.The geoid height was determined by GEOID03.
 SF0670
 SF0670;                    North         East     Units Scale Factor Converg.
 SF0670;SPC ME E     -   418,145.262   258,807.678   MT  0.99992085   -0 24 07.6
 SF0670;UTM  19      - 5,252,727.652   496,528.162   MT  0.99960015   -0 02 02.0
 SF0670
 SF0670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0670!SPC ME E     -   0.99997564  x   0.99992085  =   0.99989649
 SF0670!UTM  19      -   0.99997564  x   0.99960015  =   0.99957580
 SF0670
 SF0670                          SUPERSEDED SURVEY CONTROL
 SF0670
 SF0670  NAD 83(1992)-  47 25 40.73734(N)    069 02 45.73603(W) AD(       ) 3
 SF0670  NAD 83(1986)-  47 25 40.74364(N)    069 02 45.73371(W) AD(       ) 3
 SF0670  NAD 27      -  47 25 40.66700(N)    069 02 47.61700(W) AD(       ) 3
 SF0670
 SF0670.Superseded values are not recommended for survey control.
 SF0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0670.See file dsdata.txt to determine how the superseded data were derived.
 SF0670
 SF0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9652852728(NAD 83)
 SF0670_MARKER: Z = SEE DESCRIPTION
 SF0670_SETTING: 0 = UNSPECIFIED SETTING
 SF0670_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0670
 SF0670  HISTORY     - Date     Condition        Report By
 SF0670  HISTORY     - 1911     MONUMENTED       IBC
 SF0670  HISTORY     - 1962     GOOD             IBC
 SF0670
 SF0670                          STATION DESCRIPTION
 SF0670
 SF0670'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0670'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0670'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0670'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0670'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0670'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0670'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0670'THE POST.
 SF0670
 SF0670                          STATION RECOVERY (1962)
 SF0670
 SF0670'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0670'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0691 ***********************************************************************
 SF0691  DESIGNATION -  REF MON C152 IBC
 SF0691  PID         -  SF0691
 SF0691  STATE/COUNTY-  ME/AROOSTOOK
 SF0691  USGS QUAD   -  LANDRY (1986)
 SF0691
 SF0691                         *CURRENT SURVEY CONTROL
 SF0691  ___________________________________________________________________
 SF0691* NAD 83(1996)-  47 25 50.28638(N)    069 03 14.57992(W)     ADJUSTED  
 SF0691* NAVD 88     -       175.     (meters)     574.     (feet)  SCALED    
 SF0691  ___________________________________________________________________
 SF0691  LAPLACE CORR-           5.08  (seconds)                    DEFLEC99
 SF0691  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 SF0691
 SF0691  HORZ ORDER  -  THIRD
 SF0691
 SF0691.The horizontal coordinates were established by classical geodetic methods
 SF0691.and adjusted by the National Geodetic Survey in March 1998..
 SF0691
 SF0691.The orthometric height was scaled from a topographic map.
 SF0691
 SF0691.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0691
 SF0691.The geoid height was determined by GEOID03.
 SF0691
 SF0691;                    North         East     Units Scale Factor Converg.
 SF0691;SPC ME E     -   418,443.834   258,205.181   MT  0.99992146   -0 24 28.9
 SF0691;UTM  19      - 5,253,022.251   495,923.952   MT  0.99960020   -0 02 23.3
 SF0691
 SF0691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0691!SPC ME E     -   0.99997658  x   0.99992146  =   0.99989805
 SF0691!UTM  19      -   0.99997658  x   0.99960020  =   0.99957679
 SF0691
 SF0691                          SUPERSEDED SURVEY CONTROL
 SF0691
 SF0691  NAD 83(1992)-  47 25 50.26745(N)    069 03 14.58746(W) AD(       ) 3
 SF0691  NAD 83(1986)-  47 25 50.27387(N)    069 03 14.58569(W) AD(       ) 3
 SF0691  NAD 27      -  47 25 50.19600(N)    069 03 16.46700(W) AD(       ) 3
 SF0691
 SF0691.Superseded values are not recommended for survey control.
 SF0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0691.See file dsdata.txt to determine how the superseded data were derived.
 SF0691
 SF0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9592453022(NAD 83)
 SF0691_MARKER: Z = SEE DESCRIPTION
 SF0691_SETTING: 0 = UNSPECIFIED SETTING
 SF0691_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0691
 SF0691  HISTORY     - Date     Condition        Report By
 SF0691  HISTORY     - 1911     MONUMENTED       IBC
 SF0691  HISTORY     - 1962     POOR             IBC
 SF0691
 SF0691                          STATION DESCRIPTION
 SF0691
 SF0691'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0691'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0691'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0691'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0691'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0691'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0691'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0691'THE POST.
 SF0691
 SF0691                          STATION RECOVERY (1962)
 SF0691
 SF0691'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0691'STATION RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0690 ***********************************************************************
 SF0690  DESIGNATION -  REF MON C153 A IBC
 SF0690  PID         -  SF0690
 SF0690  STATE/COUNTY-  ME/AROOSTOOK
 SF0690  USGS QUAD   -  LANDRY (1986)
 SF0690
 SF0690                         *CURRENT SURVEY CONTROL
 SF0690  ___________________________________________________________________
 SF0690* NAD 83(1996)-  47 25 46.23657(N)    069 03 14.47390(W)     ADJUSTED  
 SF0690* NAVD 88     -       175.     (meters)     574.     (feet)  SCALED    
 SF0690  ___________________________________________________________________
 SF0690  LAPLACE CORR-           5.08  (seconds)                    DEFLEC99
 SF0690  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 SF0690
 SF0690  HORZ ORDER  -  THIRD
 SF0690
 SF0690.The horizontal coordinates were established by classical geodetic methods
 SF0690.and adjusted by the National Geodetic Survey in March 1998..
 SF0690
 SF0690.The orthometric height was scaled from a topographic map.
 SF0690
 SF0690.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0690
 SF0690.The geoid height was determined by GEOID03.
 SF0690
 SF0690;                    North         East     Units Scale Factor Converg.
 SF0690;SPC ME E     -   418,318.761   258,206.512   MT  0.99992146   -0 24 28.8
 SF0690;UTM  19      - 5,252,897.228   495,926.086   MT  0.99960020   -0 02 23.2
 SF0690
 SF0690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0690!SPC ME E     -   0.99997658  x   0.99992146  =   0.99989805
 SF0690!UTM  19      -   0.99997658  x   0.99960020  =   0.99957679
 SF0690
 SF0690                          SUPERSEDED SURVEY CONTROL
 SF0690
 SF0690  NAD 83(1992)-  47 25 46.21770(N)    069 03 14.48139(W) AD(       ) 3
 SF0690  NAD 83(1986)-  47 25 46.22408(N)    069 03 14.47961(W) AD(       ) 3
 SF0690  NAD 27      -  47 25 46.14568(N)    069 03 16.36182(W) AD(       ) 3
 SF0690
 SF0690.Superseded values are not recommended for survey control.
 SF0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0690.See file dsdata.txt to determine how the superseded data were derived.
 SF0690
 SF0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9592652897(NAD 83)
 SF0690_MARKER: Z = SEE DESCRIPTION
 SF0690_SETTING: 0 = UNSPECIFIED SETTING
 SF0690_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0690
 SF0690  HISTORY     - Date     Condition        Report By
 SF0690  HISTORY     - 1939     MONUMENTED       IBC
 SF0690  HISTORY     - 1962     POOR             IBC
 SF0690
 SF0690                          STATION DESCRIPTION
 SF0690
 SF0690'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1939 (DFC)
 SF0690'ERECTED TO TAKE THE PLACE OF REFERENCE MONUMENT C-153, WHICH HAD
 SF0690'BEEN DESTROYED BY THE EROSION OF THE RIVER BANK.  THE NEW MONUMENT IS
 SF0690'OF THE SAME SIZE AND TYPE AS THE ONE WHICH IT REPLACES, BUT ITS BASE
 SF0690'IS MARKED---1939---AND---CANADA NO. 153-A---.  IT IS 29.6 METERS EAST
 SF0690'OF THE FORMER SITE OF REFERENCE MONUMENT C-153.
 SF0690'
 SF0690'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0690'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0690'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0690'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0690'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0690'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0690'THE POST.
 SF0690
 SF0690                          STATION RECOVERY (1962)
 SF0690
 SF0690'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0690'STATION RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0692 ***********************************************************************
 SF0692  DESIGNATION -  REF MON C153 IBC
 SF0692  PID         -  SF0692
 SF0692  STATE/COUNTY-  ME/AROOSTOOK
 SF0692  USGS QUAD   -  LANDRY (1986)
 SF0692
 SF0692                         *CURRENT SURVEY CONTROL
 SF0692  ___________________________________________________________________
 SF0692* NAD 83(1996)-  47 25 45.85798(N)    069 03 15.77201(W)     ADJUSTED  
 SF0692* NAVD 88     -       175.     (meters)     574.     (feet)  SCALED    
 SF0692  ___________________________________________________________________
 SF0692  LAPLACE CORR-           5.05  (seconds)                    DEFLEC99
 SF0692  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 SF0692
 SF0692  HORZ ORDER  -  THIRD
 SF0692
 SF0692.The horizontal coordinates were established by classical geodetic methods
 SF0692.and adjusted by the National Geodetic Survey in March 1998..
 SF0692
 SF0692.The orthometric height was scaled from a topographic map.
 SF0692
 SF0692.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0692
 SF0692.The geoid height was determined by GEOID03.
 SF0692
 SF0692;                    North         East     Units Scale Factor Converg.
 SF0692;SPC ME E     -   418,307.264   258,179.227   MT  0.99992149   -0 24 29.8
 SF0692;UTM  19      - 5,252,885.560   495,898.885   MT  0.99960021   -0 02 24.2
 SF0692
 SF0692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0692!SPC ME E     -   0.99997658  x   0.99992149  =   0.99989808
 SF0692!UTM  19      -   0.99997658  x   0.99960021  =   0.99957680
 SF0692
 SF0692                          SUPERSEDED SURVEY CONTROL
 SF0692
 SF0692  NAD 83(1992)-  47 25 45.83910(N)    069 03 15.77948(W) AD(       ) 3
 SF0692  NAD 83(1986)-  47 25 45.84547(N)    069 03 15.77773(W) AD(       ) 3
 SF0692  NAD 27      -  47 25 45.76800(N)    069 03 17.66000(W) AD(       ) 3
 SF0692
 SF0692.Superseded values are not recommended for survey control.
 SF0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0692.See file dsdata.txt to determine how the superseded data were derived.
 SF0692
 SF0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9589952886(NAD 83)
 SF0692_MARKER: Z = SEE DESCRIPTION
 SF0692_SETTING: 0 = UNSPECIFIED SETTING
 SF0692_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0692
 SF0692  HISTORY     - Date     Condition        Report By
 SF0692  HISTORY     - 1911     MONUMENTED       IBC
 SF0692  HISTORY     - 1962     MARK NOT FOUND   IBC
 SF0692
 SF0692                          STATION DESCRIPTION
 SF0692
 SF0692'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0692'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0692'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0692'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0692'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0692'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0692'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0692'THE POST.
 SF0692
 SF0692                          STATION RECOVERY (1962)
 SF0692
 SF0692'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0692'STATION LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0763 ***********************************************************************
 SF0763  DESIGNATION -  REF MON C154 A IBC
 SF0763  PID         -  SF0763
 SF0763  STATE/COUNTY-  ME/AROOSTOOK
 SF0763  USGS QUAD   -  LANDRY (1986)
 SF0763
 SF0763                         *CURRENT SURVEY CONTROL
 SF0763  ___________________________________________________________________
 SF0763* NAD 83(1996)-  47 25 48.38954(N)    069 03 21.34514(W)     ADJUSTED  
 SF0763* NAVD 88     -       175.     (meters)     574.     (feet)  SCALED    
 SF0763  ___________________________________________________________________
 SF0763  LAPLACE CORR-           4.94  (seconds)                    DEFLEC99
 SF0763  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 SF0763
 SF0763  HORZ ORDER  -  THIRD
 SF0763
 SF0763.The horizontal coordinates were established by classical geodetic methods
 SF0763.and adjusted by the National Geodetic Survey in March 1998..
 SF0763
 SF0763.The orthometric height was scaled from a topographic map.
 SF0763
 SF0763.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0763
 SF0763.The geoid height was determined by GEOID03.
 SF0763
 SF0763;                    North         East     Units Scale Factor Converg.
 SF0763;SPC ME E     -   418,386.272   258,063.003   MT  0.99992161   -0 24 33.9
 SF0763;UTM  19      - 5,252,963.794   495,782.193   MT  0.99960022   -0 02 28.3
 SF0763
 SF0763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0763!SPC ME E     -   0.99997658  x   0.99992161  =   0.99989820
 SF0763!UTM  19      -   0.99997658  x   0.99960022  =   0.99957681
 SF0763
 SF0763                          SUPERSEDED SURVEY CONTROL
 SF0763
 SF0763  NAD 83(1992)-  47 25 48.37060(N)    069 03 21.35255(W) AD(       ) 4
 SF0763  NAD 83(1986)-  47 25 48.37703(N)    069 03 21.35077(W) AD(       ) 4
 SF0763  NAD 27      -  47 25 48.29900(N)    069 03 23.23100(W) AD(       ) 3
 SF0763
 SF0763.Superseded values are not recommended for survey control.
 SF0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0763.See file dsdata.txt to determine how the superseded data were derived.
 SF0763
 SF0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9578252964(NAD 83)
 SF0763_MARKER: U = CONCRETE POST
 SF0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF0763_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF0763+STABILITY: SURFACE MOTION
 SF0763
 SF0763  HISTORY     - Date     Condition        Report By
 SF0763  HISTORY     - 1950     MONUMENTED       IBC
 SF0763
 SF0763                          STATION DESCRIPTION
 SF0763
 SF0763'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1950 (NWS)
 SF0763'ABOUT ONE - THIRD MILE WEST OF BLUE RIVER AND 1 - 3/4 MILES UPSTREAM
 SF0763'FROM THE CONFLUENCE OF THAT RIVER WITH ST FRANCIS RIVER.  ABOUT 3
 SF0763'METERS SOUTH OF THE SITE OF REFERENCE MONUMENT C-154 (1911) WHICH
 SF0763'HAD BEEN BULLDOZED FROM ITS SITE.  THE GEOGRAPHIC POSITION WAS
 SF0763'OBTAINED FROM A TRIANGLE BASED ON THE LINE BETWEEN REFERENCE
 SF0763'MONUMENTS C-152 AND C-153-A.
 SF0763'
 SF0763'MONUMENT TYPE--THE SAME AS C-151-A (1950).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0764 ***********************************************************************
 SF0764  DESIGNATION -  REF MON C154 IBC
 SF0764  PID         -  SF0764
 SF0764  STATE/COUNTY-  ME/AROOSTOOK
 SF0764  USGS QUAD   -  LANDRY (1986)
 SF0764
 SF0764                         *CURRENT SURVEY CONTROL
 SF0764  ___________________________________________________________________
 SF0764* NAD 83(1996)-  47 25 48.47995(N)    069 03 21.35892(W)     ADJUSTED  
 SF0764* NAVD 88     -       175.     (meters)     574.     (feet)  SCALED    
 SF0764  ___________________________________________________________________
 SF0764  LAPLACE CORR-           4.94  (seconds)                    DEFLEC99
 SF0764  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 SF0764
 SF0764  HORZ ORDER  -  THIRD
 SF0764
 SF0764.The horizontal coordinates were established by classical geodetic methods
 SF0764.and adjusted by the National Geodetic Survey in March 1998..
 SF0764
 SF0764.The orthometric height was scaled from a topographic map.
 SF0764
 SF0764.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0764
 SF0764.The geoid height was determined by GEOID03.
 SF0764
 SF0764;                    North         East     Units Scale Factor Converg.
 SF0764;SPC ME E     -   418,389.065   258,062.734   MT  0.99992161   -0 24 33.9
 SF0764;UTM  19      - 5,252,966.585   495,781.906   MT  0.99960022   -0 02 28.3
 SF0764
 SF0764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0764!SPC ME E     -   0.99997658  x   0.99992161  =   0.99989820
 SF0764!UTM  19      -   0.99997658  x   0.99960022  =   0.99957681
 SF0764
 SF0764                          SUPERSEDED SURVEY CONTROL
 SF0764
 SF0764  NAD 83(1992)-  47 25 48.46100(N)    069 03 21.36635(W) AD(       ) 3
 SF0764  NAD 83(1986)-  47 25 48.46740(N)    069 03 21.36465(W) AD(       ) 3
 SF0764  NAD 27      -  47 25 48.39000(N)    069 03 23.24700(W) AD(       ) 3
 SF0764
 SF0764.Superseded values are not recommended for survey control.
 SF0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0764.See file dsdata.txt to determine how the superseded data were derived.
 SF0764
 SF0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9578252967(NAD 83)
 SF0764_MARKER: Z = SEE DESCRIPTION
 SF0764_SETTING: 0 = UNSPECIFIED SETTING
 SF0764_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0764
 SF0764  HISTORY     - Date     Condition        Report By
 SF0764  HISTORY     - 1911     MONUMENTED       IBC
 SF0764  HISTORY     - 1962     MARK NOT FOUND   IBC
 SF0764
 SF0764                          STATION DESCRIPTION
 SF0764
 SF0764'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0764'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0764'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0764'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0764'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0764'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0764'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0764'THE POST.
 SF0764
 SF0764                          STATION RECOVERY (1962)
 SF0764
 SF0764'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0764'STATION LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0699 ***********************************************************************
 SF0699  DESIGNATION -  REF MON C155 IBC
 SF0699  PID         -  SF0699
 SF0699  STATE/COUNTY-  ME/AROOSTOOK
 SF0699  USGS QUAD   -  LANDRY (1986)
 SF0699
 SF0699                         *CURRENT SURVEY CONTROL
 SF0699  ___________________________________________________________________
 SF0699* NAD 83(1996)-  47 25 56.23140(N)    069 03 26.78297(W)     ADJUSTED  
 SF0699* NAVD 88     -       167.     (meters)     548.     (feet)  SCALED    
 SF0699  ___________________________________________________________________
 SF0699  LAPLACE CORR-           4.84  (seconds)                    DEFLEC99
 SF0699  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 SF0699
 SF0699  HORZ ORDER  -  THIRD
 SF0699
 SF0699.The horizontal coordinates were established by classical geodetic methods
 SF0699.and adjusted by the National Geodetic Survey in March 1998..
 SF0699
 SF0699.The orthometric height was scaled from a topographic map.
 SF0699
 SF0699.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0699
 SF0699.The geoid height was determined by GEOID03.
 SF0699
 SF0699;                    North         East     Units Scale Factor Converg.
 SF0699;SPC ME E     -   418,629.243   257,950.792   MT  0.99992172   -0 24 38.0
 SF0699;UTM  19      - 5,253,205.961   495,668.459   MT  0.99960023   -0 02 32.3
 SF0699
 SF0699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0699!SPC ME E     -   0.99997784  x   0.99992172  =   0.99989956
 SF0699!UTM  19      -   0.99997784  x   0.99960023  =   0.99957808
 SF0699
 SF0699                          SUPERSEDED SURVEY CONTROL
 SF0699
 SF0699  NAD 83(1992)-  47 25 56.21230(N)    069 03 26.79042(W) AD(       ) 3
 SF0699  NAD 83(1986)-  47 25 56.21873(N)    069 03 26.78874(W) AD(       ) 3
 SF0699  NAD 27      -  47 25 56.14200(N)    069 03 28.67100(W) AD(       ) 3
 SF0699
 SF0699.Superseded values are not recommended for survey control.
 SF0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0699.See file dsdata.txt to determine how the superseded data were derived.
 SF0699
 SF0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9566853206(NAD 83)
 SF0699_MARKER: Z = SEE DESCRIPTION
 SF0699_SETTING: 0 = UNSPECIFIED SETTING
 SF0699_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0699
 SF0699  HISTORY     - Date     Condition        Report By
 SF0699  HISTORY     - 1911     MONUMENTED       IBC
 SF0699  HISTORY     - 1962     MARK NOT FOUND   IBC
 SF0699
 SF0699                          STATION DESCRIPTION
 SF0699
 SF0699'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0699'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0699'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0699'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0699'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0699'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0699'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0699'THE POST.
 SF0699
 SF0699                          STATION RECOVERY (1962)
 SF0699
 SF0699'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0699'STATION LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0701 ***********************************************************************
 SF0701  DESIGNATION -  REF MON C156 IBC
 SF0701  PID         -  SF0701
 SF0701  STATE/COUNTY-  ME/AROOSTOOK
 SF0701  USGS QUAD   -  LANDRY (1986)
 SF0701
 SF0701                         *CURRENT SURVEY CONTROL
 SF0701  ___________________________________________________________________
 SF0701* NAD 83(1996)-  47 25 57.56756(N)    069 03 34.04586(W)     ADJUSTED  
 SF0701* NAVD 88     -       167.     (meters)     548.     (feet)  SCALED    
 SF0701  ___________________________________________________________________
 SF0701  LAPLACE CORR-           4.54  (seconds)                    DEFLEC99
 SF0701  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 SF0701
 SF0701  HORZ ORDER  -  THIRD
 SF0701
 SF0701.The horizontal coordinates were established by classical geodetic methods
 SF0701.and adjusted by the National Geodetic Survey in March 1998..
 SF0701
 SF0701.The orthometric height was scaled from a topographic map.
 SF0701
 SF0701.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0701
 SF0701.The geoid height was determined by GEOID03.
 SF0701
 SF0701;                    North         East     Units Scale Factor Converg.
 SF0701;SPC ME E     -   418,671.596   257,798.905   MT  0.99992188   -0 24 43.3
 SF0701;UTM  19      - 5,253,247.324   495,516.353   MT  0.99960025   -0 02 37.6
 SF0701
 SF0701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0701!SPC ME E     -   0.99997784  x   0.99992188  =   0.99989972
 SF0701!UTM  19      -   0.99997784  x   0.99960025  =   0.99957810
 SF0701
 SF0701                          SUPERSEDED SURVEY CONTROL
 SF0701
 SF0701  NAD 83(1992)-  47 25 57.54840(N)    069 03 34.05321(W) AD(       ) 3
 SF0701  NAD 83(1986)-  47 25 57.55483(N)    069 03 34.05154(W) AD(       ) 3
 SF0701  NAD 27      -  47 25 57.47800(N)    069 03 35.93400(W) AD(       ) 3
 SF0701
 SF0701.Superseded values are not recommended for survey control.
 SF0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0701.See file dsdata.txt to determine how the superseded data were derived.
 SF0701
 SF0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9551653247(NAD 83)
 SF0701_MARKER: Z = SEE DESCRIPTION
 SF0701_SETTING: 0 = UNSPECIFIED SETTING
 SF0701_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0701
 SF0701  HISTORY     - Date     Condition        Report By
 SF0701  HISTORY     - 1911     MONUMENTED       IBC
 SF0701  HISTORY     - 1962     GOOD             IBC
 SF0701
 SF0701                          STATION DESCRIPTION
 SF0701
 SF0701'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0701'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0701'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0701'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0701'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0701'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0701'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0701'THE POST.
 SF0701
 SF0701                          STATION RECOVERY (1962)
 SF0701
 SF0701'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0701'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0703 ***********************************************************************
 SF0703  DESIGNATION -  REF MON C157 IBC
 SF0703  PID         -  SF0703
 SF0703  STATE/COUNTY-  ME/AROOSTOOK
 SF0703  USGS QUAD   -  LANDRY (1986)
 SF0703
 SF0703                         *CURRENT SURVEY CONTROL
 SF0703  ___________________________________________________________________
 SF0703* NAD 83(1996)-  47 25 59.41258(N)    069 03 41.09490(W)     ADJUSTED  
 SF0703* NAVD 88     -       167.     (meters)     548.     (feet)  SCALED    
 SF0703  ___________________________________________________________________
 SF0703  LAPLACE CORR-           4.40  (seconds)                    DEFLEC99
 SF0703  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 SF0703
 SF0703  HORZ ORDER  -  THIRD
 SF0703
 SF0703.The horizontal coordinates were established by classical geodetic methods
 SF0703.and adjusted by the National Geodetic Survey in March 1998..
 SF0703
 SF0703.The orthometric height was scaled from a topographic map.
 SF0703
 SF0703.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0703
 SF0703.The geoid height was determined by GEOID03.
 SF0703
 SF0703;                    North         East     Units Scale Factor Converg.
 SF0703;SPC ME E     -   418,729.634   257,651.616   MT  0.99992203   -0 24 48.5
 SF0703;UTM  19      - 5,253,304.396   495,368.740   MT  0.99960026   -0 02 42.8
 SF0703
 SF0703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0703!SPC ME E     -   0.99997784  x   0.99992203  =   0.99989987
 SF0703!UTM  19      -   0.99997784  x   0.99960026  =   0.99957811
 SF0703
 SF0703                          SUPERSEDED SURVEY CONTROL
 SF0703
 SF0703  NAD 83(1992)-  47 25 59.39333(N)    069 03 41.10215(W) AD(       ) 3
 SF0703  NAD 83(1986)-  47 25 59.39976(N)    069 03 41.10048(W) AD(       ) 3
 SF0703  NAD 27      -  47 25 59.32300(N)    069 03 42.98300(W) AD(       ) 3
 SF0703
 SF0703.Superseded values are not recommended for survey control.
 SF0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0703.See file dsdata.txt to determine how the superseded data were derived.
 SF0703
 SF0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9536953304(NAD 83)
 SF0703_MARKER: Z = SEE DESCRIPTION
 SF0703_SETTING: 0 = UNSPECIFIED SETTING
 SF0703_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0703
 SF0703  HISTORY     - Date     Condition        Report By
 SF0703  HISTORY     - 1911     MONUMENTED       IBC
 SF0703  HISTORY     - 1962     GOOD             IBC
 SF0703
 SF0703                          STATION DESCRIPTION
 SF0703
 SF0703'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0703'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0703'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0703'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0703'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0703'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0703'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0703'THE POST.
 SF0703
 SF0703                          STATION RECOVERY (1962)
 SF0703
 SF0703'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0703'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0706 ***********************************************************************
 SF0706  DESIGNATION -  REF MON C158 IBC
 SF0706  PID         -  SF0706
 SF0706  STATE/COUNTY-  ME/AROOSTOOK
 SF0706  USGS QUAD   -  LANDRY (1986)
 SF0706
 SF0706                         *CURRENT SURVEY CONTROL
 SF0706  ___________________________________________________________________
 SF0706* NAD 83(1996)-  47 25 51.30685(N)    069 03 46.31293(W)     ADJUSTED  
 SF0706* NAVD 88     -       167.     (meters)     548.     (feet)  SCALED    
 SF0706  ___________________________________________________________________
 SF0706  LAPLACE CORR-           4.28  (seconds)                    DEFLEC99
 SF0706  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 SF0706
 SF0706  HORZ ORDER  -  THIRD
 SF0706
 SF0706.The horizontal coordinates were established by classical geodetic methods
 SF0706.and adjusted by the National Geodetic Survey in March 1998..
 SF0706
 SF0706.The orthometric height was scaled from a topographic map.
 SF0706
 SF0706.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0706
 SF0706.The geoid height was determined by GEOID03.
 SF0706
 SF0706;                    North         East     Units Scale Factor Converg.
 SF0706;SPC ME E     -   418,480.120   257,540.471   MT  0.99992215   -0 24 52.3
 SF0706;UTM  19      - 5,253,054.253   495,259.237   MT  0.99960028   -0 02 46.7
 SF0706
 SF0706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0706!SPC ME E     -   0.99997784  x   0.99992215  =   0.99989999
 SF0706!UTM  19      -   0.99997784  x   0.99960028  =   0.99957813
 SF0706
 SF0706                          SUPERSEDED SURVEY CONTROL
 SF0706
 SF0706  NAD 83(1992)-  47 25 51.28772(N)    069 03 46.31995(W) AD(       ) 3
 SF0706  NAD 83(1986)-  47 25 51.29414(N)    069 03 46.31830(W) AD(       ) 3
 SF0706  NAD 27      -  47 25 51.21700(N)    069 03 48.20100(W) AD(       ) 3
 SF0706
 SF0706.Superseded values are not recommended for survey control.
 SF0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0706.See file dsdata.txt to determine how the superseded data were derived.
 SF0706
 SF0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9525953054(NAD 83)
 SF0706_MARKER: Z = SEE DESCRIPTION
 SF0706_SETTING: 0 = UNSPECIFIED SETTING
 SF0706_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0706
 SF0706  HISTORY     - Date     Condition        Report By
 SF0706  HISTORY     - 1911     MONUMENTED       IBC
 SF0706  HISTORY     - 1962     MARK NOT FOUND   IBC
 SF0706
 SF0706                          STATION DESCRIPTION
 SF0706
 SF0706'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0706'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0706'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0706'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0706'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0706'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0706'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0706'THE POST.
 SF0706
 SF0706                          STATION RECOVERY (1962)
 SF0706
 SF0706'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0706'STATION SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0714 ***********************************************************************
 SF0714  DESIGNATION -  REF MON C159 IBC
 SF0714  PID         -  SF0714
 SF0714  STATE/COUNTY-  ME/AROOSTOOK
 SF0714  USGS QUAD   -  LANDRY (1986)
 SF0714
 SF0714                         *CURRENT SURVEY CONTROL
 SF0714  ___________________________________________________________________
 SF0714* NAD 83(1996)-  47 25 40.85269(N)    069 04 08.44816(W)     ADJUSTED  
 SF0714* NAVD 88     -       182.     (meters)     597.     (feet)  SCALED    
 SF0714  ___________________________________________________________________
 SF0714  LAPLACE CORR-           3.92  (seconds)                    DEFLEC99
 SF0714  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 SF0714
 SF0714  HORZ ORDER  -  THIRD
 SF0714
 SF0714.The horizontal coordinates were established by classical geodetic methods
 SF0714.and adjusted by the National Geodetic Survey in March 1998..
 SF0714
 SF0714.The orthometric height was scaled from a topographic map.
 SF0714
 SF0714.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0714
 SF0714.The geoid height was determined by GEOID03.
 SF0714
 SF0714;                    North         East     Units Scale Factor Converg.
 SF0714;SPC ME E     -   418,160.670   257,074.287   MT  0.99992264   -0 25 08.6
 SF0714;UTM  19      - 5,252,731.918   494,795.265   MT  0.99960033   -0 03 03.0
 SF0714
 SF0714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0714!SPC ME E     -   0.99997549  x   0.99992264  =   0.99989813
 SF0714!UTM  19      -   0.99997549  x   0.99960033  =   0.99957583
 SF0714
 SF0714                          SUPERSEDED SURVEY CONTROL
 SF0714
 SF0714  NAD 83(1992)-  47 25 40.83359(N)    069 04 08.45459(W) AD(       ) 3
 SF0714  NAD 83(1986)-  47 25 40.84000(N)    069 04 08.45298(W) AD(       ) 3
 SF0714  NAD 27      -  47 25 40.76400(N)    069 04 10.33600(W) AD(       ) 3
 SF0714
 SF0714.Superseded values are not recommended for survey control.
 SF0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0714.See file dsdata.txt to determine how the superseded data were derived.
 SF0714
 SF0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9479552732(NAD 83)
 SF0714_MARKER: Z = SEE DESCRIPTION
 SF0714_SETTING: 0 = UNSPECIFIED SETTING
 SF0714_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0714
 SF0714  HISTORY     - Date     Condition        Report By
 SF0714  HISTORY     - 1911     MONUMENTED       IBC
 SF0714  HISTORY     - 1962     GOOD             IBC
 SF0714
 SF0714                          STATION DESCRIPTION
 SF0714
 SF0714'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0714'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0714'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0714'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0714'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0714'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0714'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0714'THE POST.
 SF0714
 SF0714                          STATION RECOVERY (1962)
 SF0714
 SF0714'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0714'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0718 ***********************************************************************
 SF0718  DESIGNATION -  REF MON C160 IBC
 SF0718  PID         -  SF0718
 SF0718  STATE/COUNTY-  ME/AROOSTOOK
 SF0718  USGS QUAD   -  LANDRY (1986)
 SF0718
 SF0718                         *CURRENT SURVEY CONTROL
 SF0718  ___________________________________________________________________
 SF0718* NAD 83(1996)-  47 25 39.11991(N)    069 04 37.47041(W)     ADJUSTED  
 SF0718* NAVD 88     -       213.     (meters)     699.     (feet)  SCALED    
 SF0718  ___________________________________________________________________
 SF0718  LAPLACE CORR-           3.71  (seconds)                    DEFLEC99
 SF0718  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 SF0718
 SF0718  HORZ ORDER  -  THIRD
 SF0718
 SF0718.The horizontal coordinates were established by classical geodetic methods
 SF0718.and adjusted by the National Geodetic Survey in March 1998..
 SF0718
 SF0718.The orthometric height was scaled from a topographic map.
 SF0718
 SF0718.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0718
 SF0718.The geoid height was determined by GEOID03.
 SF0718
 SF0718;                    North         East     Units Scale Factor Converg.
 SF0718;SPC ME E     -   418,111.642   256,465.724   MT  0.99992328   -0 25 29.9
 SF0718;UTM  19      - 5,252,678.997   494,187.226   MT  0.99960042   -0 03 24.3
 SF0718
 SF0718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0718!SPC ME E     -   0.99997063  x   0.99992328  =   0.99989391
 SF0718!UTM  19      -   0.99997063  x   0.99960042  =   0.99957106
 SF0718
 SF0718:                Primary Azimuth Mark                     Grid Az
 SF0718:SPC ME E     -  C211 IBC                                 089 59 04.8
 SF0718:UTM  19      -  C211 IBC                                 089 36 59.2
 SF0718
 SF0718|---------------------------------------------------------------------|
 SF0718| PID    Reference Object                     Distance      Geod. Az  |
 SF0718|                                                           dddmmss.s |
 SF0718| SF0716 C211 IBC                            414.674 METERS 0893334.9 |
 SF0718| SF0717 REF MON S153 IBC                    242.518 METERS 15541     |
 SF0718| SF0719 S226 IBC                            319.542 METERS 19207     |
 SF0718| SF0720 C213 IBC                            188.488 METERS 23252     |
 SF0718|---------------------------------------------------------------------|
 SF0718
 SF0718                          SUPERSEDED SURVEY CONTROL
 SF0718
 SF0718  NAD 83(1992)-  47 25 39.10059(N)    069 04 37.47628(W) AD(       ) 3
 SF0718  NAD 83(1986)-  47 25 39.10698(N)    069 04 37.47471(W) AD(       ) 3
 SF0718  NAD 27      -  47 25 39.03300(N)    069 04 39.35700(W) AD(       ) 3
 SF0718
 SF0718.Superseded values are not recommended for survey control.
 SF0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0718.See file dsdata.txt to determine how the superseded data were derived.
 SF0718
 SF0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9418752679(NAD 83)
 SF0718_MARKER: Z = SEE DESCRIPTION
 SF0718_SETTING: 0 = UNSPECIFIED SETTING
 SF0718_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0718
 SF0718  HISTORY     - Date     Condition        Report By
 SF0718  HISTORY     - 1911     MONUMENTED       IBC
 SF0718  HISTORY     - 1962     GOOD             IBC
 SF0718
 SF0718                          STATION DESCRIPTION
 SF0718
 SF0718'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0718'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0718'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0718'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0718'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0718'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0718'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0718'THE POST.
 SF0718
 SF0718                          STATION RECOVERY (1962)
 SF0718
 SF0718'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0718'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0725 ***********************************************************************
 SF0725  DESIGNATION -  REF MON C161 IBC
 SF0725  PID         -  SF0725
 SF0725  STATE/COUNTY-  ME/AROOSTOOK
 SF0725  USGS QUAD   -  LANDRY (1986)
 SF0725
 SF0725                         *CURRENT SURVEY CONTROL
 SF0725  ___________________________________________________________________
 SF0725* NAD 83(1996)-  47 25 32.73071(N)    069 05 13.95707(W)     ADJUSTED  
 SF0725* NAVD 88     -       216.     (meters)     709.     (feet)  SCALED    
 SF0725  ___________________________________________________________________
 SF0725  LAPLACE CORR-           3.54  (seconds)                    DEFLEC99
 SF0725  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 SF0725
 SF0725  HORZ ORDER  -  THIRD
 SF0725
 SF0725.The horizontal coordinates were established by classical geodetic methods
 SF0725.and adjusted by the National Geodetic Survey in March 1998..
 SF0725
 SF0725.The orthometric height was scaled from a topographic map.
 SF0725
 SF0725.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0725
 SF0725.The geoid height was determined by GEOID03.
 SF0725
 SF0725;                    North         East     Units Scale Factor Converg.
 SF0725;SPC ME E     -   417,920.065   255,699.644   MT  0.99992411   -0 25 56.7
 SF0725;UTM  19      - 5,252,482.564   493,422.640   MT  0.99960053   -0 03 51.2
 SF0725
 SF0725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0725!SPC ME E     -   0.99997016  x   0.99992411  =   0.99989428
 SF0725!UTM  19      -   0.99997016  x   0.99960053  =   0.99957071
 SF0725
 SF0725|---------------------------------------------------------------------|
 SF0725| PID    Reference Object                     Distance      Geod. Az  |
 SF0725|                                                           dddmmss.s |
 SF0725| SF0722 C214 IBC                            354.397 METERS 11009     |
 SF0725| SF0721 S227 IBC                            434.161 METERS 1264158.1 |
 SF0725| SF0724 S228 IBC                            129.594 METERS 17349     |
 SF0725| SF0726 C216 IBC                            422.764 METERS 2960418.7 |
 SF0725|---------------------------------------------------------------------|
 SF0725
 SF0725                          SUPERSEDED SURVEY CONTROL
 SF0725
 SF0725  NAD 83(1992)-  47 25 32.71116(N)    069 05 13.96211(W) AD(       ) 3
 SF0725  NAD 83(1986)-  47 25 32.71753(N)    069 05 13.96042(W) AD(       ) 3
 SF0725  NAD 27      -  47 25 32.64500(N)    069 05 15.84400(W) AD(       ) 3
 SF0725
 SF0725.Superseded values are not recommended for survey control.
 SF0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0725.See file dsdata.txt to determine how the superseded data were derived.
 SF0725
 SF0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9342352483(NAD 83)
 SF0725_MARKER: Z = SEE DESCRIPTION
 SF0725_SETTING: 0 = UNSPECIFIED SETTING
 SF0725_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0725
 SF0725  HISTORY     - Date     Condition        Report By
 SF0725  HISTORY     - 1911     MONUMENTED       IBC
 SF0725  HISTORY     - 1950     POOR             IBC
 SF0725  HISTORY     - 1962     GOOD             IBC
 SF0725
 SF0725                          STATION DESCRIPTION
 SF0725
 SF0725'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0725'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0725'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0725'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0725'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0725'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0725'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0725'THE POST.
 SF0725
 SF0725                          STATION RECOVERY (1950)
 SF0725
 SF0725'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1950 (NWS)
 SF0725'REPAIRS CONSISTED OF THE REMOVAL OF THE DETERIORATED CONCRETE AND THE
 SF0725'POURING OF FRESH CONCRETE INTO A SUITABLE FORM, CENTERED OVER THE
 SF0725'MONUMENT, OF SUFFICIENT HEIGHT TO GIVE A COVERING OF 2 INCHES OF
 SF0725'CONCRETE OVER THE ENDS OF THE RODS.
 SF0725
 SF0725                          STATION RECOVERY (1962)
 SF0725
 SF0725'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0725'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0732 ***********************************************************************
 SF0732  DESIGNATION -  REF MON C162 IBC
 SF0732  PID         -  SF0732
 SF0732  STATE/COUNTY-  ME/AROOSTOOK
 SF0732  USGS QUAD   -  LANDRY (1986)
 SF0732
 SF0732                         *CURRENT SURVEY CONTROL
 SF0732  ___________________________________________________________________
 SF0732* NAD 83(1996)-  47 25 53.73656(N)    069 05 50.72061(W)     ADJUSTED  
 SF0732* NAVD 88     -       220.     (meters)     722.     (feet)  SCALED    
 SF0732  ___________________________________________________________________
 SF0732  LAPLACE CORR-           3.65  (seconds)                    DEFLEC99
 SF0732  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 SF0732
 SF0732  HORZ ORDER  -  THIRD
 SF0732
 SF0732.The horizontal coordinates were established by classical geodetic methods
 SF0732.and adjusted by the National Geodetic Survey in March 1998..
 SF0732
 SF0732.The orthometric height was scaled from a topographic map.
 SF0732
 SF0732.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0732
 SF0732.The geoid height was determined by GEOID03.
 SF0732
 SF0732;                    North         East     Units Scale Factor Converg.
 SF0732;SPC ME E     -   418,574.589   254,934.206   MT  0.99992495   -0 26 24.0
 SF0732;UTM  19      - 5,253,131.945   492,653.261   MT  0.99960066   -0 04 18.3
 SF0732
 SF0732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0732!SPC ME E     -   0.99996954  x   0.99992495  =   0.99989449
 SF0732!UTM  19      -   0.99996954  x   0.99960066  =   0.99957021
 SF0732
 SF0732:                Primary Azimuth Mark                     Grid Az
 SF0732:SPC ME E     -  DAVE GSC                                 027 30 19.6
 SF0732:UTM  19      -  DAVE GSC                                 027 08 13.9
 SF0732
 SF0732|---------------------------------------------------------------------|
 SF0732| PID    Reference Object                     Distance      Geod. Az  |
 SF0732|                                                           dddmmss.s |
 SF0732| SF0728 DAVE GSC                            APPROX. 0.7 KM 0270355.6 |
 SF0732| SF0735 REF MON S155 A IBC                  APPROX. 0.6 KM 1841803.8 |
 SF0732|---------------------------------------------------------------------|
 SF0732
 SF0732                          SUPERSEDED SURVEY CONTROL
 SF0732
 SF0732  NAD 83(1992)-  47 25 53.71617(N)    069 05 50.72540(W) AD(       ) 3
 SF0732  NAD 83(1986)-  47 25 53.72239(N)    069 05 50.72332(W) AD(       ) 3
 SF0732  NAD 27      -  47 25 53.65200(N)    069 05 52.60400(W) AD(       ) 3
 SF0732
 SF0732.Superseded values are not recommended for survey control.
 SF0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0732.See file dsdata.txt to determine how the superseded data were derived.
 SF0732
 SF0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9265353132(NAD 83)
 SF0732_MARKER: Z = SEE DESCRIPTION
 SF0732_SETTING: 0 = UNSPECIFIED SETTING
 SF0732_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0732
 SF0732  HISTORY     - Date     Condition        Report By
 SF0732  HISTORY     - 1911     MONUMENTED       IBC
 SF0732  HISTORY     - 1950     POOR             IBC
 SF0732  HISTORY     - 1962     GOOD             IBC
 SF0732
 SF0732                          STATION DESCRIPTION
 SF0732
 SF0732'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0732'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0732'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0732'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0732'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0732'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0732'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0732'THE POST.
 SF0732
 SF0732                          STATION RECOVERY (1950)
 SF0732
 SF0732'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1950 (NWS)
 SF0732'REPAIRS CONSISTED OF THE REMOVAL OF THE DETERIORATED CONCRETE AND THE
 SF0732'POURING OF FRESH CONCRETE INTO A SUITABLE FORM, CENTERED OVER THE
 SF0732'MONUMENT, OF SUFFICIENT HEIGHT TO GIVE A COVERING OF 2 INCHES OF
 SF0732'CONCRETE OVER THE ENDS OF THE RODS.
 SF0732
 SF0732                          STATION RECOVERY (1962)
 SF0732
 SF0732'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0732'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0741 ***********************************************************************
 SF0741  DESIGNATION -  REF MON C163 IBC
 SF0741  PID         -  SF0741
 SF0741  STATE/COUNTY-  ME/AROOSTOOK
 SF0741  USGS QUAD   -  LANDRY (1986)
 SF0741
 SF0741                         *CURRENT SURVEY CONTROL
 SF0741  ___________________________________________________________________
 SF0741* NAD 83(1996)-  47 25 47.02990(N)    069 06 23.24274(W)     ADJUSTED  
 SF0741* NAVD 88     -       190.     (meters)     623.     (feet)  SCALED    
 SF0741  ___________________________________________________________________
 SF0741  LAPLACE CORR-           3.58  (seconds)                    DEFLEC99
 SF0741  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 SF0741
 SF0741  HORZ ORDER  -  THIRD
 SF0741
 SF0741.The horizontal coordinates were established by classical geodetic methods
 SF0741.and adjusted by the National Geodetic Survey in March 1998..
 SF0741
 SF0741.The orthometric height was scaled from a topographic map.
 SF0741
 SF0741.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0741
 SF0741.The geoid height was determined by GEOID03.
 SF0741
 SF0741;                    North         East     Units Scale Factor Converg.
 SF0741;SPC ME E     -   418,372.761   254,251.131   MT  0.99992571   -0 26 47.9
 SF0741;UTM  19      - 5,252,925.797   491,971.718   MT  0.99960079   -0 04 42.2
 SF0741
 SF0741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0741!SPC ME E     -   0.99997424  x   0.99992571  =   0.99989995
 SF0741!UTM  19      -   0.99997424  x   0.99960079  =   0.99957504
 SF0741
 SF0741|---------------------------------------------------------------------|
 SF0741| PID    Reference Object                     Distance      Geod. Az  |
 SF0741|                                                           dddmmss.s |
 SF0741| SF0739 C221 IBC                            248.869 METERS 05139     |
 SF0741| SF0738 S234 IBC                            315.167 METERS 09115     |
 SF0741| SF0740 S235 IBC                            269.145 METERS 15135     |
 SF0741| SF0743 REF MON S156 IBC                    289.819 METERS 20438     |
 SF0741| SF0744 S237 IBC                            122.361 METERS 26623     |
 SF0741| SF0745 S238 IBC                            376.201 METERS 33628     |
 SF0741| SF0742 C223 IBC                            369.196 METERS 35914     |
 SF0741|---------------------------------------------------------------------|
 SF0741
 SF0741                          SUPERSEDED SURVEY CONTROL
 SF0741
 SF0741  NAD 83(1992)-  47 25 47.00928(N)    069 06 23.24655(W) AD(       ) 3
 SF0741  NAD 83(1986)-  47 25 47.01557(N)    069 06 23.24434(W) AD(       ) 3
 SF0741  NAD 27      -  47 25 46.94500(N)    069 06 25.12300(W) AD(       ) 3
 SF0741
 SF0741.Superseded values are not recommended for survey control.
 SF0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0741.See file dsdata.txt to determine how the superseded data were derived.
 SF0741
 SF0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9197252926(NAD 83)
 SF0741_MARKER: Z = SEE DESCRIPTION
 SF0741_SETTING: 0 = UNSPECIFIED SETTING
 SF0741_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0741
 SF0741  HISTORY     - Date     Condition        Report By
 SF0741  HISTORY     - 1911     MONUMENTED       IBC
 SF0741  HISTORY     - 1962     MARK NOT FOUND   IBC
 SF0741
 SF0741                          STATION DESCRIPTION
 SF0741
 SF0741'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0741'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0741'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0741'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0741'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0741'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0741'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0741'THE POST.
 SF0741
 SF0741                          STATION RECOVERY (1962)
 SF0741
 SF0741'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0741'STATION SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0746 ***********************************************************************
 SF0746  DESIGNATION -  REF MON C164 IBC
 SF0746  PID         -  SF0746
 SF0746  STATE/COUNTY-  ME/AROOSTOOK
 SF0746  USGS QUAD   -  LANDRY (1986)
 SF0746
 SF0746                         *CURRENT SURVEY CONTROL
 SF0746  ___________________________________________________________________
 SF0746* NAD 83(1996)-  47 26 13.12713(N)    069 06 33.11463(W)     ADJUSTED  
 SF0746* NAVD 88     -       205.     (meters)     673.     (feet)  SCALED    
 SF0746  ___________________________________________________________________
 SF0746  LAPLACE CORR-           3.57  (seconds)                    DEFLEC99
 SF0746  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 SF0746
 SF0746  HORZ ORDER  -  THIRD
 SF0746
 SF0746.The horizontal coordinates were established by classical geodetic methods
 SF0746.and adjusted by the National Geodetic Survey in March 1998..
 SF0746
 SF0746.The orthometric height was scaled from a topographic map.
 SF0746
 SF0746.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0746
 SF0746.The geoid height was determined by GEOID03.
 SF0746
 SF0746;                    North         East     Units Scale Factor Converg.
 SF0746;SPC ME E     -   419,180.257   254,050.581   MT  0.99992594   -0 26 55.3
 SF0746;UTM  19      - 5,253,731.726   491,766.050   MT  0.99960083   -0 04 49.5
 SF0746
 SF0746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0746!SPC ME E     -   0.99997189  x   0.99992594  =   0.99989784
 SF0746!UTM  19      -   0.99997189  x   0.99960083  =   0.99957273
 SF0746
 SF0746:                Primary Azimuth Mark                     Grid Az
 SF0746:SPC ME E     -  C223 IBC                                 155 38 00.2
 SF0746:UTM  19      -  C223 IBC                                 155 15 54.4
 SF0746
 SF0746|---------------------------------------------------------------------|
 SF0746| PID    Reference Object                     Distance      Geod. Az  |
 SF0746|                                                           dddmmss.s |
 SF0746| SF0742 C223 IBC                            481.232 METERS 1551104.9 |
 SF0746| SF0745 S238 IBC                            464.511 METERS 1725921.5 |
 SF0746| SF0747 REF MON S157 IBC                    285.454 METERS 23646     |
 SF0746| SF0749 S240 IBC                            395.059 METERS 28601     |
 SF0746| SF0748 C225 IBC                            399.019 METERS 30947     |
 SF0746|---------------------------------------------------------------------|
 SF0746
 SF0746                          SUPERSEDED SURVEY CONTROL
 SF0746
 SF0746  NAD 83(1992)-  47 26 13.10544(N)    069 06 33.11884(W) AD(       ) 3
 SF0746  NAD 83(1986)-  47 26 13.11179(N)    069 06 33.11656(W) AD(       ) 3
 SF0746  NAD 27      -  47 26 13.03800(N)    069 06 34.99400(W) AD(       ) 3
 SF0746
 SF0746.Superseded values are not recommended for survey control.
 SF0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0746.See file dsdata.txt to determine how the superseded data were derived.
 SF0746
 SF0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9176653732(NAD 83)
 SF0746_MARKER: Z = SEE DESCRIPTION
 SF0746_SETTING: 0 = UNSPECIFIED SETTING
 SF0746_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0746
 SF0746  HISTORY     - Date     Condition        Report By
 SF0746  HISTORY     - 1911     MONUMENTED       IBC
 SF0746  HISTORY     - 1962     GOOD             IBC
 SF0746
 SF0746                          STATION DESCRIPTION
 SF0746
 SF0746'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0746'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0746'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0746'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0746'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0746'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0746'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0746'THE POST.
 SF0746
 SF0746                          STATION RECOVERY (1962)
 SF0746
 SF0746'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0746'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0754 ***********************************************************************
 SF0754  DESIGNATION -  REF MON C165 IBC
 SF0754  PID         -  SF0754
 SF0754  STATE/COUNTY-  ME/AROOSTOOK
 SF0754  USGS QUAD   -  LANDRY (1986)
 SF0754
 SF0754                         *CURRENT SURVEY CONTROL
 SF0754  ___________________________________________________________________
 SF0754* NAD 83(1996)-  47 26 32.30410(N)    069 07 13.97458(W)     ADJUSTED  
 SF0754* NAVD 88     -       213.     (meters)     699.     (feet)  SCALED    
 SF0754  ___________________________________________________________________
 SF0754  LAPLACE CORR-           3.64  (seconds)                    DEFLEC99
 SF0754  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 SF0754
 SF0754  HORZ ORDER  -  THIRD
 SF0754
 SF0754.The horizontal coordinates were established by classical geodetic methods
 SF0754.and adjusted by the National Geodetic Survey in March 1998..
 SF0754
 SF0754.The orthometric height was scaled from a topographic map.
 SF0754
 SF0754.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0754
 SF0754.The geoid height was determined by GEOID03.
 SF0754
 SF0754;                    North         East     Units Scale Factor Converg.
 SF0754;SPC ME E     -   419,779.207   253,199.224   MT  0.99992691   -0 27 25.6
 SF0754;UTM  19      - 5,254,324.998   490,911.139   MT  0.99960102   -0 05 19.7
 SF0754
 SF0754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0754!SPC ME E     -   0.99997064  x   0.99992691  =   0.99989755
 SF0754!UTM  19      -   0.99997064  x   0.99960102  =   0.99957167
 SF0754
 SF0754                          SUPERSEDED SURVEY CONTROL
 SF0754
 SF0754  NAD 83(1992)-  47 26 32.28109(N)    069 07 13.97778(W) AD(       ) 3
 SF0754  NAD 83(1986)-  47 26 32.28759(N)    069 07 13.97562(W) AD(       ) 3
 SF0754  NAD 27      -  47 26 32.21100(N)    069 07 15.84700(W) AD(       ) 3
 SF0754
 SF0754.Superseded values are not recommended for survey control.
 SF0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0754.See file dsdata.txt to determine how the superseded data were derived.
 SF0754
 SF0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9091154325(NAD 83)
 SF0754_MARKER: Z = SEE DESCRIPTION
 SF0754_SETTING: 0 = UNSPECIFIED SETTING
 SF0754_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0754
 SF0754  HISTORY     - Date     Condition        Report By
 SF0754  HISTORY     - 1911     MONUMENTED       IBC
 SF0754  HISTORY     - 1950     POOR             IBC
 SF0754  HISTORY     - 1962     POOR             IBC
 SF0754
 SF0754                          STATION DESCRIPTION
 SF0754
 SF0754'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0754'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0754'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0754'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0754'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0754'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0754'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0754'THE POST.
 SF0754
 SF0754                          STATION RECOVERY (1950)
 SF0754
 SF0754'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1950 (NWS)
 SF0754'REPAIRS CONSISTED OF THE REMOVAL OF THE DETERIORATED CONCRETE AND THE
 SF0754'POURING OF FRESH CONCRETE INTO A SUITABLE FORM, CENTERED OVER THE
 SF0754'MONUMENT, OF SUFFICIENT HEIGHT TO GIVE A COVERING OF 2 INCHES OF
 SF0754'CONCRETE OVER THE ENDS OF THE RODS.
 SF0754
 SF0754                          STATION RECOVERY (1962)
 SF0754
 SF0754'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0754'STATION RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0879 ***********************************************************************
 SF0879  DESIGNATION -  REF MON C166 IBC
 SF0879  PID         -  SF0879
 SF0879  STATE/COUNTY-  ME/AROOSTOOK
 SF0879  USGS QUAD   -  ESTCOURT (1987)
 SF0879
 SF0879                         *CURRENT SURVEY CONTROL
 SF0879  ___________________________________________________________________
 SF0879* NAD 83(1996)-  47 26 41.04009(N)    069 07 49.96908(W)     ADJUSTED  
 SF0879* NAVD 88     -       216.     (meters)     709.     (feet)  SCALED    
 SF0879  ___________________________________________________________________
 SF0879  LAPLACE CORR-           3.88  (seconds)                    DEFLEC99
 SF0879  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 SF0879
 SF0879  HORZ ORDER  -  THIRD
 SF0879
 SF0879.The horizontal coordinates were established by classical geodetic methods
 SF0879.and adjusted by the National Geodetic Survey in March 1998..
 SF0879
 SF0879.The orthometric height was scaled from a topographic map.
 SF0879
 SF0879.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0879
 SF0879.The geoid height was determined by GEOID03.
 SF0879
 SF0879;                    North         East     Units Scale Factor Converg.
 SF0879;SPC ME E     -   420,055.038   252,447.345   MT  0.99992778   -0 27 52.1
 SF0879;UTM  19      - 5,254,595.902   490,157.748   MT  0.99960119   -0 05 46.2
 SF0879
 SF0879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0879!SPC ME E     -   0.99997017  x   0.99992778  =   0.99989796
 SF0879!UTM  19      -   0.99997017  x   0.99960119  =   0.99957138
 SF0879
 SF0879                          SUPERSEDED SURVEY CONTROL
 SF0879
 SF0879  NAD 83(1992)-  47 26 41.01619(N)    069 07 49.97116(W) AD(       ) 3
 SF0879  NAD 83(1986)-  47 26 41.02281(N)    069 07 49.96924(W) AD(       ) 3
 SF0879  NAD 27      -  47 26 40.94400(N)    069 07 51.83100(W) AD(       ) 3
 SF0879
 SF0879.Superseded values are not recommended for survey control.
 SF0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0879.See file dsdata.txt to determine how the superseded data were derived.
 SF0879
 SF0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9015854596(NAD 83)
 SF0879_MARKER: Z = SEE DESCRIPTION
 SF0879_SETTING: 0 = UNSPECIFIED SETTING
 SF0879_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0879
 SF0879  HISTORY     - Date     Condition        Report By
 SF0879  HISTORY     - 1911     MONUMENTED       IBC
 SF0879  HISTORY     - 1962     MARK NOT FOUND   IBC
 SF0879
 SF0879                          STATION DESCRIPTION
 SF0879
 SF0879'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0879'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0879'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0879'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0879'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0879'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0879'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0879'THE POST.
 SF0879
 SF0879                          STATION RECOVERY (1962)
 SF0879
 SF0879'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0879'STATION SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0890 ***********************************************************************
 SF0890  DESIGNATION -  REF MON C167 IBC
 SF0890  PID         -  SF0890
 SF0890  STATE/COUNTY-  ME/AROOSTOOK
 SF0890  USGS QUAD   -  ESTCOURT (1987)
 SF0890
 SF0890                         *CURRENT SURVEY CONTROL
 SF0890  ___________________________________________________________________
 SF0890* NAD 83(1996)-  47 26 49.79933(N)    069 08 19.98750(W)     ADJUSTED  
 SF0890* NAVD 88     -       228.     (meters)     748.     (feet)  SCALED    
 SF0890  ___________________________________________________________________
 SF0890  LAPLACE CORR-           4.02  (seconds)                    DEFLEC99
 SF0890  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 SF0890
 SF0890  HORZ ORDER  -  THIRD
 SF0890
 SF0890.The horizontal coordinates were established by classical geodetic methods
 SF0890.and adjusted by the National Geodetic Survey in March 1998..
 SF0890
 SF0890.The orthometric height was scaled from a topographic map.
 SF0890
 SF0890.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0890
 SF0890.The geoid height was determined by GEOID03.
 SF0890
 SF0890;                    North         East     Units Scale Factor Converg.
 SF0890;SPC ME E     -   420,330.655   251,820.725   MT  0.99992852   -0 28 14.3
 SF0890;UTM  19      - 5,254,867.396   489,529.575   MT  0.99960135   -0 06 08.3
 SF0890
 SF0890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0890!SPC ME E     -   0.99996829  x   0.99992852  =   0.99989682
 SF0890!UTM  19      -   0.99996829  x   0.99960135  =   0.99956966
 SF0890
 SF0890                          SUPERSEDED SURVEY CONTROL
 SF0890
 SF0890  NAD 83(1992)-  47 26 49.77464(N)    069 08 19.98878(W) AD(       ) 3
 SF0890  NAD 83(1986)-  47 26 49.78139(N)    069 08 19.98707(W) AD(       ) 3
 SF0890  NAD 27      -  47 26 49.70100(N)    069 08 21.84200(W) AD(       ) 3
 SF0890
 SF0890.Superseded values are not recommended for survey control.
 SF0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0890.See file dsdata.txt to determine how the superseded data were derived.
 SF0890
 SF0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN8953054867(NAD 83)
 SF0890_MARKER: Z = SEE DESCRIPTION
 SF0890_SETTING: 0 = UNSPECIFIED SETTING
 SF0890_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0890
 SF0890  HISTORY     - Date     Condition        Report By
 SF0890  HISTORY     - 1911     MONUMENTED       IBC
 SF0890  HISTORY     - 1962     GOOD             IBC
 SF0890
 SF0890                          STATION DESCRIPTION
 SF0890
 SF0890'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0890'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0890'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0890'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0890'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0890'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0890'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0890'THE POST.
 SF0890
 SF0890                          STATION RECOVERY (1962)
 SF0890
 SF0890'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0890'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0907 ***********************************************************************
 SF0907  DESIGNATION -  REF MON C168 A IBC
 SF0907  PID         -  SF0907
 SF0907  STATE/COUNTY-  ME/AROOSTOOK
 SF0907  USGS QUAD   -  ESTCOURT (1987)
 SF0907
 SF0907                         *CURRENT SURVEY CONTROL
 SF0907  ___________________________________________________________________
 SF0907* NAD 83(1996)-  47 26 57.33485(N)    069 08 40.41641(W)     ADJUSTED  
 SF0907* NAVD 88     -       220.     (meters)     722.     (feet)  SCALED    
 SF0907  ___________________________________________________________________
 SF0907  LAPLACE CORR-           4.14  (seconds)                    DEFLEC99
 SF0907  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 SF0907
 SF0907  HORZ ORDER  -  THIRD
 SF0907
 SF0907.The horizontal coordinates were established by classical geodetic methods
 SF0907.and adjusted by the National Geodetic Survey in March 1998..
 SF0907
 SF0907.The orthometric height was scaled from a topographic map.
 SF0907
 SF0907.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0907
 SF0907.The geoid height was determined by GEOID03.
 SF0907
 SF0907;                    North         East     Units Scale Factor Converg.
 SF0907;SPC ME E     -   420,566.883   251,394.718   MT  0.99992902   -0 28 29.4
 SF0907;UTM  19      - 5,255,100.804   489,102.198   MT  0.99960146   -0 06 23.4
 SF0907
 SF0907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0907!SPC ME E     -   0.99996955  x   0.99992902  =   0.99989857
 SF0907!UTM  19      -   0.99996955  x   0.99960146  =   0.99957102
 SF0907
 SF0907                          SUPERSEDED SURVEY CONTROL
 SF0907
 SF0907  NAD 83(1992)-  47 26 57.30957(N)    069 08 40.41733(W) AD(       ) 3
 SF0907  NAD 83(1986)-  47 26 57.31638(N)    069 08 40.41566(W) AD(       ) 3
 SF0907  NAD 27      -  47 26 57.23500(N)    069 08 42.26900(W) AD(       ) 3
 SF0907
 SF0907.Superseded values are not recommended for survey control.
 SF0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0907.See file dsdata.txt to determine how the superseded data were derived.
 SF0907
 SF0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN8910255101(NAD 83)
 SF0907_MARKER: Z = SEE DESCRIPTION
 SF0907_SETTING: 0 = UNSPECIFIED SETTING
 SF0907_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0907
 SF0907  HISTORY     - Date     Condition        Report By
 SF0907  HISTORY     - 1939     MONUMENTED       IBC
 SF0907
 SF0907                          STATION DESCRIPTION
 SF0907
 SF0907'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1939 (DFC)
 SF0907'ERECTED TO TAKE THE PLACE OF REFERENCE MONUMENT C-168, WHICH HAD
 SF0907'BEEN DESTROYED BY THE EROSION OF THE RIVER BANK.  THE NEW
 SF0907'MONUMENT IS OF THE SAME SIZE AND TYPE AS THE ONE WHICH IT
 SF0907'REPLACES, BUT ITS BASE IS MARKED---1939---AND---CANADA NO. 168-A---.
 SF0907'IT IS INSIDE THE CANADIAN NATIONAL RAILWAY RIGHT - OF - WAY ON THE
 SF0907'SOUTH SIDE OF THE TRACK AND IS 80.9 METERS NORTHEAST OF THE FORMER
 SF0907'SITE OF REFERENCE MONUMENT C-168.
 SF0907'
 SF0907'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0907'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0907'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0907'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0907'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0907'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0907'THE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0909 ***********************************************************************
 SF0909  DESIGNATION -  REF MON C168 IBC
 SF0909  PID         -  SF0909
 SF0909  STATE/COUNTY-  ME/AROOSTOOK
 SF0909  USGS QUAD   -  ESTCOURT (1987)
 SF0909
 SF0909                         *CURRENT SURVEY CONTROL
 SF0909  ___________________________________________________________________
 SF0909* NAD 83(1996)-  47 26 55.59678(N)    069 08 43.30442(W)     ADJUSTED  
 SF0909* NAVD 88     -       220.     (meters)     722.     (feet)  SCALED    
 SF0909  ___________________________________________________________________
 SF0909  LAPLACE CORR-           4.13  (seconds)                    DEFLEC99
 SF0909  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 SF0909
 SF0909  HORZ ORDER  -  THIRD
 SF0909
 SF0909.The horizontal coordinates were established by classical geodetic methods
 SF0909.and adjusted by the National Geodetic Survey in March 1998..
 SF0909
 SF0909.The orthometric height was scaled from a topographic map.
 SF0909
 SF0909.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0909
 SF0909.The geoid height was determined by GEOID03.
 SF0909
 SF0909;                    North         East     Units Scale Factor Converg.
 SF0909;SPC ME E     -   420,513.713   251,333.778   MT  0.99992910   -0 28 31.5
 SF0909;UTM  19      - 5,255,047.261   489,041.621   MT  0.99960148   -0 06 25.5
 SF0909
 SF0909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0909!SPC ME E     -   0.99996955  x   0.99992910  =   0.99989865
 SF0909!UTM  19      -   0.99996955  x   0.99960148  =   0.99957104
 SF0909
 SF0909                          SUPERSEDED SURVEY CONTROL
 SF0909
 SF0909  NAD 83(1992)-  47 26 55.57151(N)    069 08 43.30515(W) AD(       ) 3
 SF0909  NAD 83(1986)-  47 26 55.57833(N)    069 08 43.30351(W) AD(       ) 3
 SF0909  NAD 27      -  47 26 55.49700(N)    069 08 45.15300(W) AD(       ) 3
 SF0909
 SF0909.Superseded values are not recommended for survey control.
 SF0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0909.See file dsdata.txt to determine how the superseded data were derived.
 SF0909
 SF0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN8904255047(NAD 83)
 SF0909_MARKER: Z = SEE DESCRIPTION
 SF0909_SETTING: 0 = UNSPECIFIED SETTING
 SF0909_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0909
 SF0909  HISTORY     - Date     Condition        Report By
 SF0909  HISTORY     - 1911     MONUMENTED       IBC
 SF0909  HISTORY     - 1962     MARK NOT FOUND   IBC
 SF0909
 SF0909                          STATION DESCRIPTION
 SF0909
 SF0909'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0909'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0909'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0909'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0909'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0909'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0909'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0909'THE POST.
 SF0909
 SF0909                          STATION RECOVERY (1962)
 SF0909
 SF0909'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0909'STATION LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0925 ***********************************************************************
 SF0925  DESIGNATION -  REF MON C169 A IBC
 SF0925  PID         -  SF0925
 SF0925  STATE/COUNTY-  ME/AROOSTOOK
 SF0925  USGS QUAD   -  ESTCOURT (1987)
 SF0925
 SF0925                         *CURRENT SURVEY CONTROL
 SF0925  ___________________________________________________________________
 SF0925* NAD 83(1996)-  47 27 06.15610(N)    069 09 20.11600(W)     ADJUSTED  
 SF0925* NAVD 88     -       213.     (meters)     699.     (feet)  SCALED    
 SF0925  ___________________________________________________________________
 SF0925  LAPLACE CORR-           4.09  (seconds)                    DEFLEC99
 SF0925  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 SF0925
 SF0925  HORZ ORDER  -  THIRD
 SF0925
 SF0925.The horizontal coordinates were established by classical geodetic methods
 SF0925.and adjusted by the National Geodetic Survey in March 1998..
 SF0925
 SF0925.The orthometric height was scaled from a topographic map.
 SF0925
 SF0925.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0925
 SF0925.The geoid height was determined by GEOID03.
 SF0925
 SF0925;                    North         East     Units Scale Factor Converg.
 SF0925;SPC ME E     -   420,846.233   250,565.438   MT  0.99993002   -0 28 58.8
 SF0925;UTM  19      - 5,255,374.727   488,271.411   MT  0.99960169   -0 06 52.6
 SF0925
 SF0925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0925!SPC ME E     -   0.99997065  x   0.99993002  =   0.99990067
 SF0925!UTM  19      -   0.99997065  x   0.99960169  =   0.99957235
 SF0925
 SF0925                          SUPERSEDED SURVEY CONTROL
 SF0925
 SF0925  NAD 83(1992)-  47 27 06.12995(N)    069 09 20.11604(W) AD(       ) 3
 SF0925  NAD 83(1986)-  47 27 06.13684(N)    069 09 20.11438(W) AD(       ) 3
 SF0925  NAD 27      -  47 27 06.05600(N)    069 09 21.96100(W) AD(       ) 3
 SF0925
 SF0925.Superseded values are not recommended for survey control.
 SF0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0925.See file dsdata.txt to determine how the superseded data were derived.
 SF0925
 SF0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN8827155375(NAD 83)
 SF0925_MARKER: Z = SEE DESCRIPTION
 SF0925_SETTING: 0 = UNSPECIFIED SETTING
 SF0925_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0925
 SF0925  HISTORY     - Date     Condition        Report By
 SF0925  HISTORY     - 1939     MONUMENTED       IBC
 SF0925  HISTORY     - 1962     GOOD             IBC
 SF0925
 SF0925                          STATION DESCRIPTION
 SF0925
 SF0925'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1939 (DFC)
 SF0925'ERECTED TO TAKE THE PLACE OF REFERENCE MONUMENT C-169, WHICH WAS
 SF0925'ABOUT TO FALL INTO THE RIVER AS THE RESULT OF EROSION OF THE RIVER
 SF0925'BANK.  THE NEW MONUMENT IS OF THE SAME SIZE AND TYPE AS THE ONE
 SF0925'WHICH IT REPLACES, BUT ITS BASE IS MARKED---1939---AND---CANADA NO.
 SF0925'169-A---.  IT IS 14.5 METERS NORTHEAST OF THE FORMER SITE OF
 SF0925'REFERENCE MONUMENT C-169, WHICH HAS BEEN BROKEN UP AND THROWN INTO
 SF0925'THE RIVER.
 SF0925'
 SF0925'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0925'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0925'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0925'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0925'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0925'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0925'THE POST.
 SF0925
 SF0925                          STATION RECOVERY (1962)
 SF0925
 SF0925'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0925'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0926 ***********************************************************************
 SF0926  DESIGNATION -  REF MON C169 IBC
 SF0926  PID         -  SF0926
 SF0926  STATE/COUNTY-  ME/AROOSTOOK
 SF0926  USGS QUAD   -  ESTCOURT (1987)
 SF0926
 SF0926                         *CURRENT SURVEY CONTROL
 SF0926  ___________________________________________________________________
 SF0926* NAD 83(1996)-  47 27 05.80313(N)    069 09 20.57244(W)     ADJUSTED  
 SF0926* NAVD 88     -       213.     (meters)     699.     (feet)  SCALED    
 SF0926  ___________________________________________________________________
 SF0926  LAPLACE CORR-           4.08  (seconds)                    DEFLEC99
 SF0926  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 SF0926
 SF0926  HORZ ORDER  -  THIRD
 SF0926
 SF0926.The horizontal coordinates were established by classical geodetic methods
 SF0926.and adjusted by the National Geodetic Survey in March 1998..
 SF0926
 SF0926.The orthometric height was scaled from a topographic map.
 SF0926
 SF0926.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0926
 SF0926.The geoid height was determined by GEOID03.
 SF0926
 SF0926;                    North         East     Units Scale Factor Converg.
 SF0926;SPC ME E     -   420,835.414   250,555.786   MT  0.99993003   -0 28 59.1
 SF0926;UTM  19      - 5,255,363.850   488,261.832   MT  0.99960169   -0 06 53.0
 SF0926
 SF0926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0926!SPC ME E     -   0.99997065  x   0.99993003  =   0.99990068
 SF0926!UTM  19      -   0.99997065  x   0.99960169  =   0.99957235
 SF0926
 SF0926|---------------------------------------------------------------------|
 SF0926| PID    Reference Object                     Distance      Geod. Az  |
 SF0926|                                                           dddmmss.s |
 SF0926| SF0925 REF MON C169 A IBC                   14.500 METERS 04115     |
 SF0926| SF0914 REF MON S160 IBC                    APPROX. 0.6 KM 1235247.6 |
 SF0926| SF0935 REF MON S161 A IBC                  456.794 METERS 2073239.0 |
 SF0926|---------------------------------------------------------------------|
 SF0926
 SF0926                          SUPERSEDED SURVEY CONTROL
 SF0926
 SF0926  NAD 83(1992)-  47 27 05.77698(N)    069 09 20.57246(W) AD(       ) 3
 SF0926  NAD 83(1986)-  47 27 05.78387(N)    069 09 20.57080(W) AD(       ) 3
 SF0926  NAD 27      -  47 27 05.70200(N)    069 09 22.41900(W) AD(       ) 3
 SF0926
 SF0926.Superseded values are not recommended for survey control.
 SF0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0926.See file dsdata.txt to determine how the superseded data were derived.
 SF0926
 SF0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN8826255364(NAD 83)
 SF0926_MARKER: Z = SEE DESCRIPTION
 SF0926_SETTING: 0 = UNSPECIFIED SETTING
 SF0926_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0926
 SF0926  HISTORY     - Date     Condition        Report By
 SF0926  HISTORY     - 1911     MONUMENTED       IBC
 SF0926  HISTORY     - 1962     MARK NOT FOUND   IBC
 SF0926
 SF0926                          STATION DESCRIPTION
 SF0926
 SF0926'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0926'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0926'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0926'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0926'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0926'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0926'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0926'THE POST.
 SF0926
 SF0926                          STATION RECOVERY (1962)
 SF0926
 SF0926'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0926'STATION LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0951 ***********************************************************************
 SF0951  DESIGNATION -  REF MON C170 IBC
 SF0951  PID         -  SF0951
 SF0951  STATE/COUNTY-  ME/AROOSTOOK
 SF0951  USGS QUAD   -  ESTCOURT (1987)
 SF0951
 SF0951                         *CURRENT SURVEY CONTROL
 SF0951  ___________________________________________________________________
 SF0951* NAD 83(1996)-  47 27 10.24462(N)    069 10 04.97720(W)     ADJUSTED  
 SF0951* NAVD 88     -       198.     (meters)     650.     (feet)  SCALED    
 SF0951  ___________________________________________________________________
 SF0951  LAPLACE CORR-           3.71  (seconds)                    DEFLEC99
 SF0951  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 SF0951
 SF0951  HORZ ORDER  -  THIRD
 SF0951
 SF0951.The horizontal coordinates were established by classical geodetic methods
 SF0951.and adjusted by the National Geodetic Survey in March 1998..
 SF0951
 SF0951.The orthometric height was scaled from a topographic map.
 SF0951
 SF0951.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0951
 SF0951.The geoid height was determined by GEOID03.
 SF0951
 SF0951;                    North         East     Units Scale Factor Converg.
 SF0951;SPC ME E     -   420,980.483   249,626.872   MT  0.99993117   -0 29 31.8
 SF0951;UTM  19      - 5,255,502.898   487,332.310   MT  0.99960197   -0 07 25.7
 SF0951
 SF0951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0951!SPC ME E     -   0.99997300  x   0.99993117  =   0.99990417
 SF0951!UTM  19      -   0.99997300  x   0.99960197  =   0.99957498
 SF0951
 SF0951                          SUPERSEDED SURVEY CONTROL
 SF0951
 SF0951  NAD 83(1992)-  47 27 10.21773(N)    069 10 04.97653(W) AD(       ) 3
 SF0951  NAD 83(1986)-  47 27 10.22467(N)    069 10 04.97450(W) AD(       ) 3
 SF0951  NAD 27      -  47 27 10.14400(N)    069 10 06.82200(W) AD(       ) 3
 SF0951
 SF0951.Superseded values are not recommended for survey control.
 SF0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0951.See file dsdata.txt to determine how the superseded data were derived.
 SF0951
 SF0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN8733255503(NAD 83)
 SF0951_MARKER: Z = SEE DESCRIPTION
 SF0951_SETTING: 0 = UNSPECIFIED SETTING
 SF0951_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0951
 SF0951  HISTORY     - Date     Condition        Report By
 SF0951  HISTORY     - 1911     MONUMENTED       IBC
 SF0951  HISTORY     - 1950     POOR             IBC
 SF0951  HISTORY     - 1962     POOR             IBC
 SF0951
 SF0951                          STATION DESCRIPTION
 SF0951
 SF0951'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0951'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0951'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0951'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0951'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0951'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0951'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0951'THE POST.
 SF0951
 SF0951                          STATION RECOVERY (1950)
 SF0951
 SF0951'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1950 (NWS)
 SF0951'REPAIRS CONSISTED OF THE REMOVAL OF THE DETERIORATED CONCRETE AND THE
 SF0951'POURING OF FRESH CONCRETE INTO A SUITABLE FORM, CENTERED OVER THE
 SF0951'MONUMENT, OF SUFFICIENT HEIGHT TO GIVE A COVERING OF 2 INCHES OF
 SF0951'CONCRETE OVER THE ENDS OF THE RODS.
 SF0951
 SF0951                          STATION RECOVERY (1962)
 SF0951
 SF0951'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0951'STATION RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0970 ***********************************************************************
 SF0970  DESIGNATION -  REF MON C171 IBC
 SF0970  PID         -  SF0970
 SF0970  STATE/COUNTY-  ME/AROOSTOOK
 SF0970  USGS QUAD   -  ESTCOURT (1987)
 SF0970
 SF0970                         *CURRENT SURVEY CONTROL
 SF0970  ___________________________________________________________________
 SF0970* NAD 83(1996)-  47 27 30.53990(N)    069 10 43.56255(W)     ADJUSTED  
 SF0970* NAVD 88     -       213.     (meters)     699.     (feet)  SCALED    
 SF0970  ___________________________________________________________________
 SF0970  LAPLACE CORR-           3.51  (seconds)                    DEFLEC99
 SF0970  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 SF0970
 SF0970  HORZ ORDER  -  THIRD
 SF0970
 SF0970.The horizontal coordinates were established by classical geodetic methods
 SF0970.and adjusted by the National Geodetic Survey in March 1998..
 SF0970
 SF0970.The orthometric height was scaled from a topographic map.
 SF0970
 SF0970.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0970
 SF0970.The geoid height was determined by GEOID03.
 SF0970
 SF0970;                    North         East     Units Scale Factor Converg.
 SF0970;SPC ME E     -   421,614.199   248,824.161   MT  0.99993217   -0 30 00.4
 SF0970;UTM  19      - 5,256,131.233   486,525.807   MT  0.99960223   -0 07 54.2
 SF0970
 SF0970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0970!SPC ME E     -   0.99997065  x   0.99993217  =   0.99990283
 SF0970!UTM  19      -   0.99997065  x   0.99960223  =   0.99957289
 SF0970
 SF0970                          SUPERSEDED SURVEY CONTROL
 SF0970
 SF0970  NAD 83(1992)-  47 27 30.51231(N)    069 10 43.56194(W) AD(       ) 3
 SF0970  NAD 83(1986)-  47 27 30.51924(N)    069 10 43.55961(W) AD(       ) 3
 SF0970  NAD 27      -  47 27 30.43800(N)    069 10 45.41100(W) AD(       ) 3
 SF0970
 SF0970.Superseded values are not recommended for survey control.
 SF0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0970.See file dsdata.txt to determine how the superseded data were derived.
 SF0970
 SF0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN8652656131(NAD 83)
 SF0970_MARKER: Z = SEE DESCRIPTION
 SF0970_SETTING: 0 = UNSPECIFIED SETTING
 SF0970_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0970
 SF0970  HISTORY     - Date     Condition        Report By
 SF0970  HISTORY     - 1911     MONUMENTED       IBC
 SF0970  HISTORY     - 1962     POOR             IBC
 SF0970
 SF0970                          STATION DESCRIPTION
 SF0970
 SF0970'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0970'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0970'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0970'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0970'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0970'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0970'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0970'THE POST.
 SF0970
 SF0970                          STATION RECOVERY (1962)
 SF0970
 SF0970'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0970'STATION RECOVERED IN POOR CONDITON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0983 ***********************************************************************
 SF0983  DESIGNATION -  REF MON C172 IBC
 SF0983  PID         -  SF0983
 SF0983  STATE/COUNTY-  ME/AROOSTOOK
 SF0983  USGS QUAD   -  ESTCOURT (1987)
 SF0983
 SF0983                         *CURRENT SURVEY CONTROL
 SF0983  ___________________________________________________________________
 SF0983* NAD 83(1996)-  47 27 23.69976(N)    069 11 06.50227(W)     ADJUSTED  
 SF0983* NAVD 88     -       198.     (meters)     650.     (feet)  SCALED    
 SF0983  ___________________________________________________________________
 SF0983  LAPLACE CORR-           3.52  (seconds)                    DEFLEC99
 SF0983  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 SF0983
 SF0983  HORZ ORDER  -  THIRD
 SF0983
 SF0983.The horizontal coordinates were established by classical geodetic methods
 SF0983.and adjusted by the National Geodetic Survey in March 1998..
 SF0983
 SF0983.The orthometric height was scaled from a topographic map.
 SF0983
 SF0983.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0983
 SF0983.The geoid height was determined by GEOID03.
 SF0983
 SF0983;                    North         East     Units Scale Factor Converg.
 SF0983;SPC ME E     -   421,407.189   248,341.872   MT  0.99993278   -0 30 17.3
 SF0983;UTM  19      - 5,255,921.196   486,045.019   MT  0.99960239   -0 08 11.1
 SF0983
 SF0983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0983!SPC ME E     -   0.99997301  x   0.99993278  =   0.99990579
 SF0983!UTM  19      -   0.99997301  x   0.99960239  =   0.99957541
 SF0983
 SF0983                          SUPERSEDED SURVEY CONTROL
 SF0983
 SF0983  NAD 83(1992)-  47 27 23.67203(N)    069 11 06.50161(W) AD(       ) 3
 SF0983  NAD 83(1986)-  47 27 23.67901(N)    069 11 06.49922(W) AD(       ) 3
 SF0983  NAD 27      -  47 27 23.59700(N)    069 11 08.35200(W) AD(       ) 3
 SF0983
 SF0983.Superseded values are not recommended for survey control.
 SF0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0983.See file dsdata.txt to determine how the superseded data were derived.
 SF0983
 SF0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN8604555921(NAD 83)
 SF0983_MARKER: Z = SEE DESCRIPTION
 SF0983_SETTING: 0 = UNSPECIFIED SETTING
 SF0983_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0983
 SF0983  HISTORY     - Date     Condition        Report By
 SF0983  HISTORY     - 1911     MONUMENTED       IBC
 SF0983  HISTORY     - 1962     MARK NOT FOUND   IBC
 SF0983
 SF0983                          STATION DESCRIPTION
 SF0983
 SF0983'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0983'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0983'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0983'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0983'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0983'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0983'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0983'THE POST.
 SF0983
 SF0983                          STATION RECOVERY (1962)
 SF0983
 SF0983'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0983'STATION SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0999 ***********************************************************************
 SF0999  DESIGNATION -  REF MON C173 A IBC
 SF0999  PID         -  SF0999
 SF0999  STATE/COUNTY-  ME/AROOSTOOK
 SF0999  USGS QUAD   -  ESTCOURT (1987)
 SF0999
 SF0999                         *CURRENT SURVEY CONTROL
 SF0999  ___________________________________________________________________
 SF0999* NAD 83(1996)-  47 27 21.40763(N)    069 11 40.85159(W)     ADJUSTED  
 SF0999* NAVD 88     -       259.     (meters)     850.     (feet)  SCALED    
 SF0999  ___________________________________________________________________
 SF0999  LAPLACE CORR-           3.59  (seconds)                    DEFLEC99
 SF0999  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 SF0999
 SF0999  HORZ ORDER  -  THIRD
 SF0999
 SF0999.The horizontal coordinates were established by classical geodetic methods
 SF0999.and adjusted by the National Geodetic Survey in March 1998..
 SF0999
 SF0999.The orthometric height was scaled from a topographic map.
 SF0999
 SF0999.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0999
 SF0999.The geoid height was determined by GEOID03.
 SF0999
 SF0999;                    North         East     Units Scale Factor Converg.
 SF0999;SPC ME E     -   421,342.791   247,621.835   MT  0.99993370   -0 30 42.6
 SF0999;UTM  19      - 5,255,852.192   485,325.648   MT  0.99960265   -0 08 36.4
 SF0999
 SF0999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0999!SPC ME E     -   0.99996345  x   0.99993370  =   0.99989715
 SF0999!UTM  19      -   0.99996345  x   0.99960265  =   0.99956611
 SF0999
 SF0999                          SUPERSEDED SURVEY CONTROL
 SF0999
 SF0999  NAD 83(1992)-  47 27 21.37957(N)    069 11 40.85183(W) AD(       ) 4
 SF0999  NAD 83(1986)-  47 27 21.38662(N)    069 11 40.84923(W) AD(       ) 4
 SF0999  NAD 27      -  47 27 21.30300(N)    069 11 42.70500(W) AD(       ) 3
 SF0999
 SF0999.Superseded values are not recommended for survey control.
 SF0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0999.See file dsdata.txt to determine how the superseded data were derived.
 SF0999
 SF0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN8532655852(NAD 83)
 SF0999_MARKER: Z = SEE DESCRIPTION
 SF0999_SETTING: 0 = UNSPECIFIED SETTING
 SF0999_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0999
 SF0999  HISTORY     - Date     Condition        Report By
 SF0999  HISTORY     - 1939     MONUMENTED       IBC
 SF0999
 SF0999                          STATION DESCRIPTION
 SF0999
 SF0999'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1939 (DFC)
 SF0999'ERECTED TO TAKE THE PLACE OF REFERENCE MONUMENT C-173, WHICH HAD
 SF0999'BEEN MOVED FROM ITS ORIGINAL LOCATION TO THE EDGE OF THE RIVER BY
 SF0999'PERSONS UNKNOWN.  THE NEW MONUMENT IS OF THE SAME SIZE AND TYPE AS
 SF0999'THE ONE WHICH IT REPLACES, BUT ITS BASE IS
 SF0999'MARKED---1939---AND---CANADA NO. 173-A---.  IT IS 44.7 METERS EAST
 SF0999'NORTHEAST OF THE ORIGINAL SITE OF REFERENCE MONUMENT C-173.
 SF0999'
 SF0999'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0999'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0999'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0999'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0999'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0999'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0999'THE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF1000 ***********************************************************************
 SF1000  DESIGNATION -  REF MON C173 IBC
 SF1000  PID         -  SF1000
 SF1000  STATE/COUNTY-  ME/AROOSTOOK
 SF1000  USGS QUAD   -  ESTCOURT (1987)
 SF1000
 SF1000                         *CURRENT SURVEY CONTROL
 SF1000  ___________________________________________________________________
 SF1000* NAD 83(1996)-  47 27 20.74021(N)    069 11 42.75067(W)     ADJUSTED  
 SF1000* NAVD 88     -       205.     (meters)     673.     (feet)  SCALED    
 SF1000  ___________________________________________________________________
 SF1000  LAPLACE CORR-           3.60  (seconds)                    DEFLEC99
 SF1000  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 SF1000
 SF1000  HORZ ORDER  -  THIRD
 SF1000
 SF1000.The horizontal coordinates were established by classical geodetic methods
 SF1000.and adjusted by the National Geodetic Survey in March 1998..
 SF1000
 SF1000.The orthometric height was scaled from a topographic map.
 SF1000
 SF1000.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF1000
 SF1000.The geoid height was determined by GEOID03.
 SF1000
 SF1000;                    North         East     Units Scale Factor Converg.
 SF1000;SPC ME E     -   421,322.536   247,581.876   MT  0.99993376   -0 30 44.0
 SF1000;UTM  19      - 5,255,831.688   485,285.834   MT  0.99960266   -0 08 37.8
 SF1000
 SF1000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF1000!SPC ME E     -   0.99997191  x   0.99993376  =   0.99990567
 SF1000!UTM  19      -   0.99997191  x   0.99960266  =   0.99957458
 SF1000
 SF1000                          SUPERSEDED SURVEY CONTROL
 SF1000
 SF1000  NAD 83(1992)-  47 27 20.71230(N)    069 11 42.75038(W) AD(       ) 3
 SF1000  NAD 83(1986)-  47 27 20.71932(N)    069 11 42.74786(W) AD(       ) 3
 SF1000  NAD 27      -  47 27 20.63600(N)    069 11 44.60200(W) AD(       ) 3
 SF1000
 SF1000.Superseded values are not recommended for survey control.
 SF1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF1000.See file dsdata.txt to determine how the superseded data were derived.
 SF1000
 SF1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN8528655832(NAD 83)
 SF1000_MARKER: Z = SEE DESCRIPTION
 SF1000_SETTING: 0 = UNSPECIFIED SETTING
 SF1000_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF1000
 SF1000  HISTORY     - Date     Condition        Report By
 SF1000  HISTORY     - 1911     MONUMENTED       IBC
 SF1000  HISTORY     - 1962     MARK NOT FOUND   IBC
 SF1000
 SF1000                          STATION DESCRIPTION
 SF1000
 SF1000'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF1000'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF1000'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF1000'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF1000'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF1000'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF1000'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF1000'THE POST.
 SF1000
 SF1000                          STATION RECOVERY (1962)
 SF1000
 SF1000'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF1000'STATION LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF1007 ***********************************************************************
 SF1007  DESIGNATION -  REF MON C174 IBC
 SF1007  PID         -  SF1007
 SF1007  STATE/COUNTY-  ME/AROOSTOOK
 SF1007  USGS QUAD   -  ESTCOURT (1987)
 SF1007
 SF1007                         *CURRENT SURVEY CONTROL
 SF1007  ___________________________________________________________________
 SF1007* NAD 83(1996)-  47 27 16.45243(N)    069 11 59.79064(W)     ADJUSTED  
 SF1007* NAVD 88     -       213.     (meters)     699.     (feet)  SCALED    
 SF1007  ___________________________________________________________________
 SF1007  LAPLACE CORR-           3.62  (seconds)                    DEFLEC99
 SF1007  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 SF1007
 SF1007  HORZ ORDER  -  THIRD
 SF1007
 SF1007.The horizontal coordinates were established by classical geodetic methods
 SF1007.and adjusted by the National Geodetic Survey in March 1998..
 SF1007
 SF1007.The orthometric height was scaled from a topographic map.
 SF1007
 SF1007.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF1007
 SF1007.The geoid height was determined by GEOID03.
 SF1007
 SF1007;                    North         East     Units Scale Factor Converg.
 SF1007;SPC ME E     -   421,193.331   247,223.797   MT  0.99993422   -0 30 56.5
 SF1007;UTM  19      - 5,255,700.226   484,928.711   MT  0.99960279   -0 08 50.3
 SF1007
 SF1007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF1007!SPC ME E     -   0.99997066  x   0.99993422  =   0.99990488
 SF1007!UTM  19      -   0.99997066  x   0.99960279  =   0.99957346
 SF1007
 SF1007:                Primary Azimuth Mark                     Grid Az
 SF1007:SPC ME E     -  REF MON C173 A IBC                       069 25 09.4
 SF1007:UTM  19      -  REF MON C173 A IBC                       069 03 03.2
 SF1007
 SF1007|---------------------------------------------------------------------|
 SF1007| PID    Reference Object                     Distance      Geod. Az  |
 SF1007|                                                           dddmmss.s |
 SF1007| SF0999 REF MON C173 A IBC                  425.201 METERS 0685412.9 |
 SF1007| SF1004 S304 IBC                            148.658 METERS 08639     |
 SF1007|---------------------------------------------------------------------|
 SF1007
 SF1007                          SUPERSEDED SURVEY CONTROL
 SF1007
 SF1007  NAD 83(1992)-  47 27 16.42445(N)    069 11 59.79056(W) AD(       ) 3
 SF1007  NAD 83(1986)-  47 27 16.43149(N)    069 11 59.78795(W) AD(       ) 3
 SF1007  NAD 27      -  47 27 16.34800(N)    069 12 01.64200(W) AD(       ) 3
 SF1007
 SF1007.Superseded values are not recommended for survey control.
 SF1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF1007.See file dsdata.txt to determine how the superseded data were derived.
 SF1007
 SF1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN8492955700(NAD 83)
 SF1007_MARKER: Z = SEE DESCRIPTION
 SF1007_SETTING: 0 = UNSPECIFIED SETTING
 SF1007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF1007
 SF1007  HISTORY     - Date     Condition        Report By
 SF1007  HISTORY     - 1911     MONUMENTED       IBC
 SF1007  HISTORY     - 1962     POOR             IBC
 SF1007
 SF1007                          STATION DESCRIPTION
 SF1007
 SF1007'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF1007'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF1007'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF1007'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF1007'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF1007'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF1007'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF1007'THE POST.
 SF1007
 SF1007                          STATION RECOVERY (1962)
 SF1007
 SF1007'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF1007'STATION RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF1022 ***********************************************************************
 SF1022  DESIGNATION -  REF MON C175 IBC
 SF1022  PID         -  SF1022
 SF1022  STATE/COUNTY-  ME/AROOSTOOK
 SF1022  USGS QUAD   -  ESTCOURT (1987)
 SF1022
 SF1022                         *CURRENT SURVEY CONTROL
 SF1022  ___________________________________________________________________
 SF1022* NAD 83(1996)-  47 27 24.98508(N)    069 12 40.63274(W)     ADJUSTED  
 SF1022* NAVD 88     -       243.     (meters)     797.     (feet)  SCALED    
 SF1022  ___________________________________________________________________
 SF1022  LAPLACE CORR-           4.02  (seconds)                    DEFLEC99
 SF1022  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 SF1022
 SF1022  HORZ ORDER  -  THIRD
 SF1022
 SF1022.The horizontal coordinates were established by classical geodetic methods
 SF1022.and adjusted by the National Geodetic Survey in March 1998..
 SF1022
 SF1022.The orthometric height was scaled from a topographic map.
 SF1022
 SF1022.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF1022
 SF1022.The geoid height was determined by GEOID03.
 SF1022
 SF1022;                    North         East     Units Scale Factor Converg.
 SF1022;SPC ME E     -   421,464.581   246,370.786   MT  0.99993533   -0 31 26.6
 SF1022;UTM  19      - 5,255,965.898   484,074.258   MT  0.99960312   -0 09 20.4
 SF1022
 SF1022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF1022!SPC ME E     -   0.99996596  x   0.99993533  =   0.99990129
 SF1022!UTM  19      -   0.99996596  x   0.99960312  =   0.99956909
 SF1022
 SF1022|---------------------------------------------------------------------|
 SF1022| PID    Reference Object                     Distance      Geod. Az  |
 SF1022|                                                           dddmmss.s |
 SF1022| SF1020 C297 IBC                            270.609 METERS 12856     |
 SF1022| SF1021 S312 IBC                            282.622 METERS 15452     |
 SF1022| SF1023 S313 IBC                            238.861 METERS 18938     |
 SF1022| SF1024 C299 IBC                            427.153 METERS 3063515.7 |
 SF1022|---------------------------------------------------------------------|
 SF1022
 SF1022                          SUPERSEDED SURVEY CONTROL
 SF1022
 SF1022  NAD 83(1992)-  47 27 24.95717(N)    069 12 40.63267(W) AD(       ) 3
 SF1022  NAD 83(1986)-  47 27 24.96409(N)    069 12 40.62980(W) AD(       ) 3
 SF1022  NAD 27      -  47 27 24.87900(N)    069 12 42.48500(W) AD(       ) 3
 SF1022
 SF1022.Superseded values are not recommended for survey control.
 SF1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF1022.See file dsdata.txt to determine how the superseded data were derived.
 SF1022
 SF1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN8407455966(NAD 83)
 SF1022_MARKER: Z = SEE DESCRIPTION
 SF1022_SETTING: 0 = UNSPECIFIED SETTING
 SF1022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF1022
 SF1022  HISTORY     - Date     Condition        Report By
 SF1022  HISTORY     - 1911     MONUMENTED       IBC
 SF1022  HISTORY     - 1962     POOR             IBC
 SF1022
 SF1022                          STATION DESCRIPTION
 SF1022
 SF1022'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF1022'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF1022'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF1022'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF1022'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF1022'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF1022'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF1022'THE POST.
 SF1022
 SF1022                          STATION RECOVERY (1962)
 SF1022
 SF1022'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF1022'STATION RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0532 ***********************************************************************
 SF0532  DESIGNATION -  REF MON S 101
 SF0532  PID         -  SF0532
 SF0532  STATE/COUNTY-  ME/AROOSTOOK
 SF0532  USGS QUAD   -  ST JOHN (1985)
 SF0532
 SF0532                         *CURRENT SURVEY CONTROL
 SF0532  ___________________________________________________________________
 SF0532* NAD 83(1996)-  47 13 19.61705(N)    068 45 18.07077(W)     ADJUSTED  
 SF0532* NAVD 88     -       174.     (meters)     571.     (feet)  VERTCON   
 SF0532  ___________________________________________________________________
 SF0532  LAPLACE CORR-           7.18  (seconds)                    DEFLEC99
 SF0532  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 SF0532
 SF0532  HORZ ORDER  -  SECOND
 SF0532
 SF0532.The horizontal coordinates were established by classical geodetic methods
 SF0532.and adjusted by the National Geodetic Survey in March 1998..
 SF0532
 SF0532.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0532
 SF0532.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0532
 SF0532.The geoid height was determined by GEOID03.
 SF0532
 SF0532;                    North         East     Units Scale Factor Converg.
 SF0532;SPC ME E     -   395,146.288   280,686.689   MT  0.99990458   -0 11 13.9
 SF0532;UTM  19      - 5,229,876.624   518,547.441   MT  0.99960423   +0 10 47.3
 SF0532
 SF0532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0532!SPC ME E     -   0.99997663  x   0.99990458  =   0.99988121
 SF0532!UTM  19      -   0.99997663  x   0.99960423  =   0.99958086
 SF0532
 SF0532                          SUPERSEDED SURVEY CONTROL
 SF0532
 SF0532  NAD 83(1992)-  47 13 19.61015(N)    068 45 18.06682(W) AD(       ) 2
 SF0532  NAD 83(1986)-  47 13 19.61792(N)    068 45 18.06228(W) AD(       ) 2
 SF0532  NAD 27      -  47 13 19.48222(N)    068 45 19.88573(W) AD(       ) 2
 SF0532  NGVD 29 (07/19/86)  174.     (m)          571.     (f) VERT ANG       
 SF0532
 SF0532.Superseded values are not recommended for survey control.
 SF0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0532.See file dsdata.txt to determine how the superseded data were derived.
 SF0532
 SF0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN1854729877(NAD 83)
 SF0532
 SF0532  HISTORY     - Date     Condition        Report By
 SF0532  HISTORY     - UNK      MONUMENTED
 SF0532  HISTORY     - 1977     POOR             IBC
 SF0532
 SF0532                          STATION DESCRIPTION
 SF0532
 SF0532'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1977 (CRM)
 SF0532'THE REFERENCE MONUMENT WAS RECOVERED IN GOOD CONDITION, BUT DITCH
 SF0532'GRADING HAS NEARLY EXPOSED THE BASE OF THE MONUMENT.  A NEW
 SF0532'DESCRIPTION FOLLOWS.
 SF0532'
 SF0532'THE REFERENCE MONUMENT IS LOCATED ABOUT 7-1/2 MILES WEST-SOUTHWEST OF
 SF0532'FT. KENT, MAINE, 2-3/4 MILES NORTHEAST OF ST. JOHN, MAINE, AND ON
 SF0532'PROPERTY OWNED BY MR. DAVID SINCLAIR.
 SF0532'
 SF0532'TO REACH FROM THE INTERNATIONAL BRIDGE IN FT. KENT, GO WEST AND
 SF0532'SOUTHWEST ON STATE HIGHWAY 161 FOR 7.6 MILES TO A RAILROAD CROSSING.
 SF0532'CONTINUE SOUTHWEST ON THE HIGHWAY FOR 0.55 MILE TO THE REFERENCE
 SF0532'MONUMENT ON THE LEFT, SOUTHEAST, SIDE OF THE HIGHWAY.
 SF0532'
 SF0532'THE REFERENCE MONUMENT IS A 10-INCH SQUARE BLOCK OF CONCRETE,
 SF0532'PYRAMID-SHAPED ON TOP, THAT PROJECTS 6 INCHES ABOVE A 3-FOOT SQUARE,
 SF0532'CONCRETE BASE.  OVERALL IT PROJECTS 18 INCHES.
 SF0532'
 SF0532'A TRAVERSE TIE WAS MADE TO THIS REFERENCE MONUMENT FROM REFERENCE
 SF0532'MONUMENT S-101A-77, THE DISTANCE BEING 9.02 FEET OR 2.751 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0533 ***********************************************************************
 SF0533  DESIGNATION -  REF MON S 101A 77
 SF0533  PID         -  SF0533
 SF0533  STATE/COUNTY-  ME/AROOSTOOK
 SF0533  USGS QUAD   -  ST JOHN (1985)
 SF0533
 SF0533                         *CURRENT SURVEY CONTROL
 SF0533  ___________________________________________________________________
 SF0533* NAD 83(1996)-  47 13 19.53492(N)    068 45 18.12147(W)     ADJUSTED  
 SF0533* NAVD 88     -       174.     (meters)     571.     (feet)  VERTCON   
 SF0533  ___________________________________________________________________
 SF0533  LAPLACE CORR-           7.18  (seconds)                    DEFLEC99
 SF0533  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 SF0533
 SF0533  HORZ ORDER  -  SECOND
 SF0533
 SF0533.The horizontal coordinates were established by classical geodetic methods
 SF0533.and adjusted by the National Geodetic Survey in March 1998..
 SF0533
 SF0533.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0533
 SF0533.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0533
 SF0533.The geoid height was determined by GEOID03.
 SF0533
 SF0533;                    North         East     Units Scale Factor Converg.
 SF0533;SPC ME E     -   395,143.755   280,685.614   MT  0.99990458   -0 11 13.9
 SF0533;UTM  19      - 5,229,874.085   518,546.383   MT  0.99960423   +0 10 47.3
 SF0533
 SF0533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0533!SPC ME E     -   0.99997663  x   0.99990458  =   0.99988121
 SF0533!UTM  19      -   0.99997663  x   0.99960423  =   0.99958086
 SF0533
 SF0533|---------------------------------------------------------------------|
 SF0533| PID    Reference Object                     Distance      Geod. Az  |
 SF0533|                                                           dddmmss.s |
 SF0533| SF0532 REF MON S 101                         2.752 METERS 02249     |
 SF0533| SF0493 ST JOHN CATH CH CROSS               APPROX. 0.7 KM 2485220.3 |
 SF0533| SF0489 REF MON S 101A 77 RM 1                9.974 METERS 25442     |
 SF0533| SF0490 REFERENCE MON C 94B 77              440.385 METERS 3543900.8 |
 SF0533|---------------------------------------------------------------------|
 SF0533
 SF0533                          SUPERSEDED SURVEY CONTROL
 SF0533
 SF0533  NAD 83(1992)-  47 13 19.52803(N)    068 45 18.11753(W) AD(       ) 2
 SF0533  NAD 83(1986)-  47 13 19.53580(N)    068 45 18.11298(W) AD(       ) 2
 SF0533  NAD 27      -  47 13 19.40009(N)    068 45 19.93644(W) AD(       ) 2
 SF0533  NGVD 29 (07/19/86)  174.     (m)          571.     (f) VERT ANG       
 SF0533
 SF0533.Superseded values are not recommended for survey control.
 SF0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0533.See file dsdata.txt to determine how the superseded data were derived.
 SF0533
 SF0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN1854629874(NAD 83)
 SF0533_MARKER: DH = HORIZONTAL CONTROL DISK
 SF0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF0533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SF0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF0533+STABILITY: SURFACE MOTION
 SF0533
 SF0533  HISTORY     - Date     Condition        Report By
 SF0533  HISTORY     - 1977     MONUMENTED       IBC
 SF0533
 SF0533                          STATION DESCRIPTION
 SF0533
 SF0533'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1977 (CRM)
 SF0533'THE REFERENCE MONUMENT IS LOCATED ABOUT 7-1/2 MILES WEST-SOUTHWEST OF
 SF0533'FT. KENT, MAINE, 2-3/4 MILES NORTHEAST OF ST. JOHN, MAINE, AND ON
 SF0533'PROPERTY OWNED BY MR. DAVID SINCLAIR.
 SF0533'
 SF0533'TO REACH FROM THE INTERNATIONAL BRIDGE IN FT. KENT, GO WEST AND
 SF0533'SOUTHWEST ON STATE HIGHWAY 161 FOR 7.6 MILES TO A RAILROAD CROSSING.
 SF0533'CONTINUE SOUTHWEST ON THE HIGHWAY FOR 0.55 MILE TO THE REFERENCE
 SF0533'MONUMENT ON THE LEFT, SOUTHEAST, SIDE OF THE HIGHWAY.  THIS IS IN
 SF0533'FRONT OF A LARGE BARN.
 SF0533'
 SF0533'THE REFERENCE MONUMENT, STAMPED ---S-101A-77 1977--- IS A BRONZE,
 SF0533'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST
 SF0533'THAT IS 18 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 9.3
 SF0533'METERS SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 2.5 METERS
 SF0533'NORTHWEST OF A BOARD FENCE, AND 1.85 METERS NORTH OF A STEEL WITNESS
 SF0533'POST WITH METAL SIGN ATTACHED.
 SF0533'
 SF0533'REFERENCE MARK 1, STAMPED ---S-101A-77 1 1977--- IS A BRONZE,
 SF0533'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST
 SF0533'THAT IS 1 FOOT IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 9.3
 SF0533'METERS SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 9.23 METERS WEST OF
 SF0533'THE WITNESS POST, 2.7 METERS NORTHWEST OF THE BOARD FENCE, AND 0.13
 SF0533'METER LOWER IN ELEVATION THAN REFERENCE MONUMENT S-101A-77.
 SF0533'
 SF0533'REFERENCE MONUMENT S-101 IS A 10-INCH SQUARE BLOCK OF CONCRETE,
 SF0533'PYRAMID-SHAPED ON TOP, THAT PROJECTS 6 INCHES ABOVE A 3-FOOT SQUARE,
 SF0533'CONCRETE BASE.  OVERALL IT PROJECTS 18 INCHES.  IT IS 7.2 METERS
 SF0533'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 4.80 METERS NORTH OF THE
 SF0533'WITNESS POST, 4.7 METERS NORTHWEST OF THE BOARD FENCE, AND 0.44 METER
 SF0533'HIGHER IN ELEVATION THAN REFERENCE MONUMENT S-101A-77.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0489 ***********************************************************************
 SF0489  DESIGNATION -  REF MON S 101A 77 RM 1
 SF0489  PID         -  SF0489
 SF0489  STATE/COUNTY-  ME/AROOSTOOK
 SF0489  USGS QUAD   -  ST JOHN (1985)
 SF0489
 SF0489                         *CURRENT SURVEY CONTROL
 SF0489  ___________________________________________________________________
 SF0489* NAD 83(1996)-  47 13 19.44968(N)    068 45 18.57873(W)     ADJUSTED  
 SF0489* NAVD 88     -       174.     (meters)     571.     (feet)  VERTCON   
 SF0489  ___________________________________________________________________
 SF0489  LAPLACE CORR-           7.17  (seconds)                    DEFLEC99
 SF0489  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 SF0489
 SF0489  HORZ ORDER  -  SECOND
 SF0489
 SF0489.The horizontal coordinates were established by classical geodetic methods
 SF0489.and adjusted by the National Geodetic Survey in March 1998..
 SF0489
 SF0489.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0489
 SF0489.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0489
 SF0489.The geoid height was determined by GEOID03.
 SF0489
 SF0489;                    North         East     Units Scale Factor Converg.
 SF0489;SPC ME E     -   395,141.155   280,675.986   MT  0.99990459   -0 11 14.2
 SF0489;UTM  19      - 5,229,871.423   518,536.775   MT  0.99960422   +0 10 47.0
 SF0489
 SF0489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0489!SPC ME E     -   0.99997663  x   0.99990459  =   0.99988122
 SF0489!UTM  19      -   0.99997663  x   0.99960422  =   0.99958085
 SF0489
 SF0489|---------------------------------------------------------------------|
 SF0489| PID    Reference Object                     Distance      Geod. Az  |
 SF0489|                                                           dddmmss.s |
 SF0489| SF0533 REF MON S 101A 77                     9.974 METERS 07442     |
 SF0489| SF0493 ST JOHN CATH CH CROSS               APPROX. 0.7 KM 2484722.2 |
 SF0489| SF0490 REFERENCE MON C 94B 77              442.218 METERS 3555523.0 |
 SF0489|---------------------------------------------------------------------|
 SF0489
 SF0489                          SUPERSEDED SURVEY CONTROL
 SF0489
 SF0489  NAD 83(1992)-  47 13 19.44278(N)    068 45 18.57479(W) AD(       ) 2
 SF0489  NAD 83(1986)-  47 13 19.45055(N)    068 45 18.57024(W) AD(       ) 2
 SF0489  NAD 27      -  47 13 19.31485(N)    068 45 20.39369(W) AD(       ) 2
 SF0489  NGVD 29 (07/19/86)  174.     (m)          571.     (f) VERT ANG       
 SF0489
 SF0489.Superseded values are not recommended for survey control.
 SF0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0489.See file dsdata.txt to determine how the superseded data were derived.
 SF0489
 SF0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN1853729871(NAD 83)
 SF0489_MARKER: DD = SURVEY DISK
 SF0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF0489_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF0489
 SF0489  HISTORY     - Date     Condition        Report By
 SF0489  HISTORY     - 1977     MONUMENTED       IBC
 SF0489
 SF0489                          STATION DESCRIPTION
 SF0489
 SF0489'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1977 (CRM)
 SF0489'THE STATION IS LOCATED ABOUT 7-1/2 MILES WEST-SOUTHWEST OF FT. KENT,
 SF0489'MAINE, 2-3/4 MILES NORTHEAST OF ST. JOHN, MAINE, AND ON PROPERTY
 SF0489'OWNED BY MR. DAVID SINCLAIR.
 SF0489'
 SF0489'TO REACH FROM THE INTERNATIONAL BRIDGE IN FT. KENT, GO WEST AND
 SF0489'SOUTHWEST ON STATE HIGHWAY 161 FOR 7.6 MILES TO A RAILROAD CROSSING.
 SF0489'CONTINUE SOUTHWEST ON THE HIGHWAY FOR 0.55 MILE TO A LARGE BARN AND
 SF0489'THE STATION ON THE LEFT, SOUTHEAST, SIDE OF THE HIGHWAY.
 SF0489'
 SF0489'THE STATION MARK, STAMPED ---S-101A-77 1 1977--- IS A BRONZE,
 SF0489'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST
 SF0489'THAT IS 1 FOOT IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 9.3
 SF0489'METERS SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 9.23 METERS WEST OF
 SF0489'A STEEL WITNESS POST WITH METAL SIGN ATTACHED, AND 2.7 METERS
 SF0489'NORTHWEST OF A BOARD FENCE.
 SF0489'
 SF0489'REFERENCE MONUMENT S-101A-77, STAMPED ---S-101A-77 1977--- IS A
 SF0489'BRONZE, REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL,
 SF0489'CONCRETE POST THAT IS 18 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.
 SF0489'IT IS 9.3 METERS SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 2.5
 SF0489'METERS NORTHWEST OF A BOARD FENCE, 1.85 METERS NORTH OF THE WITNESS
 SF0489'POST, AND 0.13 METER HIGHER IN ELEVATION THAN THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0535 ***********************************************************************
 SF0535  DESIGNATION -  REF MON S 104 77 A PT
 SF0535  PID         -  SF0535
 SF0535  STATE/COUNTY-  ME/AROOSTOOK
 SF0535  USGS QUAD   -  ST JOHN (1985)
 SF0535
 SF0535                         *CURRENT SURVEY CONTROL
 SF0535  ___________________________________________________________________
 SF0535* NAD 83(1996)-  47 12 39.97680(N)    068 47 55.59264(W)     ADJUSTED  
 SF0535* NAVD 88     -       174.     (meters)     571.     (feet)  VERTCON   
 SF0535  ___________________________________________________________________
 SF0535  LAPLACE CORR-           6.34  (seconds)                    DEFLEC99
 SF0535  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 SF0535
 SF0535  HORZ ORDER  -  SECOND
 SF0535
 SF0535.The horizontal coordinates were established by classical geodetic methods
 SF0535.and adjusted by the National Geodetic Survey in March 1998..
 SF0535
 SF0535.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0535
 SF0535.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0535
 SF0535.The geoid height was determined by GEOID03.
 SF0535
 SF0535;                    North         East     Units Scale Factor Converg.
 SF0535;SPC ME E     -   393,933.998   277,368.243   MT  0.99990629   -0 13 09.3
 SF0535;UTM  19      - 5,228,643.477   515,237.828   MT  0.99960285   +0 08 51.6
 SF0535
 SF0535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0535!SPC ME E     -   0.99997664  x   0.99990629  =   0.99988293
 SF0535!UTM  19      -   0.99997664  x   0.99960285  =   0.99957950
 SF0535
 SF0535|---------------------------------------------------------------------|
 SF0535| PID    Reference Object                     Distance      Geod. Az  |
 SF0535|                                                           dddmmss.s |
 SF0535| SF0534 REFERENCE MON S 104 77                7.132 METERS 04646     |
 SF0535| SF0501 TIE                                 121.938 METERS 27231     |
 SF0535|---------------------------------------------------------------------|
 SF0535
 SF0535                          SUPERSEDED SURVEY CONTROL
 SF0535
 SF0535  NAD 83(1992)-  47 12 39.96950(N)    068 47 55.58857(W) AD(       ) 2
 SF0535  NAD 83(1986)-  47 12 39.97748(N)    068 47 55.58420(W) AD(       ) 2
 SF0535  NAD 27      -  47 12 39.84286(N)    068 47 57.40418(W) AD(       ) 2
 SF0535  NGVD 29 (07/19/86)  174.     (m)          571.     (f) VERT ANG       
 SF0535
 SF0535.Superseded values are not recommended for survey control.
 SF0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0535.See file dsdata.txt to determine how the superseded data were derived.
 SF0535
 SF0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN1523828643(NAD 83)
 SF0535_MARKER: DD = SURVEY DISK
 SF0535_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 SF0535+WITH SETTING: INFORMATION.
 SF0535_SP_SET: PREFABRICATED CONCRETE POST
 SF0535
 SF0535  HISTORY     - Date     Condition        Report By
 SF0535  HISTORY     - 1977     MONUMENTED       IBC
 SF0535
 SF0535                          STATION DESCRIPTION
 SF0535
 SF0535'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1977 (CRM)
 SF0535'THE STATION IS LOCATED ABOUT 5-3/4 MILES NORTHEAST OF ST. FRANCIS,
 SF0535'MAINE AND ON HIGHWAY RIGHT-OF-WAY.
 SF0535'
 SF0535'TO REACH FROM THE CATHOLIC CHURCH IN ST. FRANCIS, GO NORTHEAST ON
 SF0535'STATE HIGHWAY 161 FOR 4.4 MILES TO A RAILROAD CROSSING.  CONTINUE
 SF0535'NORTHEAST ON THE HIGHWAY FOR 1.6 MILES TO THE STATION ON THE LEFT,
 SF0535'NORTHWEST, SIDE OF THE HIGHWAY.
 SF0535'
 SF0535'THE STATION MARK IS AN UNSTAMPED BRASS DISK RIVETED TO A COPPER-COATED
 SF0535'STEEL ROD THAT IS 3 FEET LONG AND DRIVEN FLUSH WITH THE GROUND.  IT IS
 SF0535'8.22 METERS SOUTH-SOUTHWEST OF A STEEL WITNESS POST WITH METAL SIGN
 SF0535'ATTACHED AND 5.3 METERS NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 SF0535'
 SF0535'REFERENCE MONUMENT S-104-77, STAMPED ---S-104-77 1977--- IS A BRONZE,
 SF0535'REFERENCE MONUMENT DISK CEMENTED IN A DRILL HOLE IN THE APPROXIMATE
 SF0535'CENTER OF THE CONCRETE BASE OF OLD REFERENCE MONUMENT S-104-31.  THE
 SF0535'CONCRETE BASE IS 3-FEET SQUARE, PROJECTS 6 INCHES, AND U.S. NO 104
 SF0535'AND 1931 IS INSCRIBED IN IT.  IT IS 6.9 METERS NORTHWEST OF THE
 SF0535'CENTERLINE OF THE HIGHWAY, 1.28 METERS SOUTH OF THE WITNESS POST, AND
 SF0535'0.03 METER LOWER IN ELEVATION THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0537 ***********************************************************************
 SF0537  DESIGNATION -  REF MON S 107
 SF0537  PID         -  SF0537
 SF0537  STATE/COUNTY-  ME/AROOSTOOK
 SF0537  USGS QUAD   -  ST JOHN (1985)
 SF0537
 SF0537                         *CURRENT SURVEY CONTROL
 SF0537  ___________________________________________________________________
 SF0537* NAD 83(1996)-  47 11 50.90505(N)    068 50 27.67406(W)     ADJUSTED  
 SF0537* NAVD 88     -       171.     (meters)     561.     (feet)  VERTCON   
 SF0537  ___________________________________________________________________
 SF0537  LAPLACE CORR-           6.49  (seconds)                    DEFLEC99
 SF0537  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 SF0537
 SF0537  HORZ ORDER  -  THIRD
 SF0537
 SF0537.The horizontal coordinates were established by classical geodetic methods
 SF0537.and adjusted by the National Geodetic Survey in March 1998..
 SF0537.No horizontal observational check was made to the station.
 SF0537
 SF0537.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0537
 SF0537.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0537
 SF0537.The geoid height was determined by GEOID03.
 SF0537
 SF0537;                    North         East     Units Scale Factor Converg.
 SF0537;SPC ME E     -   392,431.834   274,161.653   MT  0.99990820   -0 15 00.7
 SF0537;UTM  19      - 5,227,121.275   512,041.897   MT  0.99960178   +0 06 59.9
 SF0537
 SF0537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0537!SPC ME E     -   0.99997712  x   0.99990820  =   0.99988533
 SF0537!UTM  19      -   0.99997712  x   0.99960178  =   0.99957891
 SF0537
 SF0537                          SUPERSEDED SURVEY CONTROL
 SF0537
 SF0537  NAD 83(1992)-  47 11 50.89735(N)    068 50 27.66972(W) AD(       ) 3
 SF0537  NAD 83(1986)-  47 11 50.90546(N)    068 50 27.66551(W) AD(       ) 3
 SF0537  NAD 27      -  47 11 50.76740(N)    068 50 29.47904(W) AD(       ) 3
 SF0537  NGVD 29 (07/19/86)  171.     (m)          561.     (f) VERT ANG       
 SF0537
 SF0537.Superseded values are not recommended for survey control.
 SF0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0537.See file dsdata.txt to determine how the superseded data were derived.
 SF0537
 SF0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN1204227121(NAD 83)
 SF0537
 SF0537  HISTORY     - Date     Condition        Report By
 SF0537  HISTORY     - UNK      MONUMENTED
 SF0537  HISTORY     - 1977     POOR             IBC
 SF0537
 SF0537                          STATION DESCRIPTION
 SF0537
 SF0537'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1977 (CRM)
 SF0537'THE REFERENCE MONUMENT WAS RECOVERED IN POOR CONDITION.  REFERENCE
 SF0537'MONUMENT S-107A-77 WAS ESTABLISHED IN THE IMMEDIATE VICINITY.  (SEE
 SF0537'DESCRIPTION THEREOF.)  A NEW DESCRIPTION FOLLOWS.
 SF0537'
 SF0537'THE REFERENCE MONUMENT IS A 10-INCH SQUARE BLOCK OF CONCRETE THAT
 SF0537'PROJECTS 18 INCHES ABOVE A 3-FOOT SQUARE, CONCRETE BASE.  THE BLOCK OF
 SF0537'CONCRETE IS PYRAMID-SHAPED ON TOP.  U.S. NO 107 AND 1910 IS
 SF0537'INSCRIBED IN THE BASE.  IT IS 5.09 METERS NORTH-NORTHWEST OF A STEEL
 SF0537'WITNESS POST WITH METAL SIGN ATTACHED.
 SF0537'
 SF0537'A TRAVERSE TIE WAS MADE TO THIS REFERENCE MONUMENT FROM REFERENCE
 SF0537'MONUMENT S-107A-77, THE DISTANCE BEING 20.31 FEET OR 6.192 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0539 ***********************************************************************
 SF0539  DESIGNATION -  REF MON S 109
 SF0539  PID         -  SF0539
 SF0539  STATE/COUNTY-  ME/AROOSTOOK
 SF0539  USGS QUAD   -  ST JOHN (1985)
 SF0539
 SF0539                         *CURRENT SURVEY CONTROL
 SF0539  ___________________________________________________________________
 SF0539* NAD 83(1996)-  47 11 21.55654(N)    068 51 22.94817(W)     ADJUSTED  
 SF0539* NAVD 88     -       183.     (meters)     600.     (feet)  VERTCON   
 SF0539  ___________________________________________________________________
 SF0539  LAPLACE CORR-           7.25  (seconds)                    DEFLEC99
 SF0539  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 SF0539
 SF0539  HORZ ORDER  -  THIRD
 SF0539
 SF0539.The horizontal coordinates were established by classical geodetic methods
 SF0539.and adjusted by the National Geodetic Survey in March 1998..
 SF0539.No horizontal observational check was made to the station.
 SF0539
 SF0539.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0539
 SF0539.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0539
 SF0539.The geoid height was determined by GEOID03.
 SF0539
 SF0539;                    North         East     Units Scale Factor Converg.
 SF0539;SPC ME E     -   391,530.785   272,994.187   MT  0.99990896   -0 15 41.2
 SF0539;UTM  19      - 5,226,213.049   510,880.581   MT  0.99960145   +0 06 19.3
 SF0539
 SF0539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0539!SPC ME E     -   0.99997525  x   0.99990896  =   0.99988421
 SF0539!UTM  19      -   0.99997525  x   0.99960145  =   0.99957671
 SF0539
 SF0539                          SUPERSEDED SURVEY CONTROL
 SF0539
 SF0539  NAD 83(1992)-  47 11 21.54870(N)    068 51 22.94368(W) AD(       ) 3
 SF0539  NAD 83(1986)-  47 11 21.55685(N)    068 51 22.93958(W) AD(       ) 3
 SF0539  NAD 27      -  47 11 21.41930(N)    068 51 24.75482(W) AD(       ) 3
 SF0539  NGVD 29 (07/19/86)  183.     (m)          600.     (f) VERT ANG       
 SF0539
 SF0539.Superseded values are not recommended for survey control.
 SF0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0539.See file dsdata.txt to determine how the superseded data were derived.
 SF0539
 SF0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN1088126213(NAD 83)
 SF0539
 SF0539  HISTORY     - Date     Condition        Report By
 SF0539  HISTORY     - UNK      MONUMENTED
 SF0539  HISTORY     - 1977     GOOD             IBC
 SF0539
 SF0539                          STATION DESCRIPTION
 SF0539
 SF0539'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1977 (CRM)
 SF0539'THE REFERENCE MONUMENT WAS RECOVERED IN GOOD CONDITION.  A NEW
 SF0539'DESCRIPTION FOLLOWS.
 SF0539'
 SF0539'THE REFERENCE MONUMENT IS LOCATED ABOUT 2-1/2 MILES NORTHEAST OF ST.
 SF0539'FRANCIS, MAINE, ON RAILROAD RIGHT-OF-WAY, AND ABOUT 10 FEET HIGHER
 SF0539'THAN AND 30 FEET SOUTHEAST OF THE RAILROAD.
 SF0539'
 SF0539'TO REACH FROM THE CATHOLIC CHURCH IN ST. FRANCIS, GO NORTHEAST ON
 SF0539'STATE HIGHWAY 161 FOR 2.9 MILES TO A SIDE ROAD RIGHT THAT LEADS TO A
 SF0539'SAWMILL.  TURN RIGHT AND GO SOUTHEAST FOR 0.05 MILE TO A RAILROAD
 SF0539'CROSSING AND THE END OF TRUCK TRAVEL.  PACK SOUTHWEST ALONG THE
 SF0539'RAILROAD FOR ABOUT 0.1 MILE TO THE REFERENCE MONUMENT ON THE LEFT,
 SF0539'ATOP A LOW, CUT BANK.
 SF0539'
 SF0539'THE REFERENCE MONUMENT IS A 10-INCH SQUARE BLOCK OF CONCRETE, PYRAMID-
 SF0539'SHAPED ON TOP, THAT PROJECTS 18 INCHES ABOVE A 3-FOOT SQUARE, CONCRETE
 SF0539'BASE.  OVERALL IT PROJECTS 2-1/2 FEET AND U.S. NO 109 AND 1910 IS
 SF0539'INSCRIBED IN THE BASE.  IT IS 3.25 METERS SOUTHEAST OF A STEEL WITNESS
 SF0539'POST WITH METAL SIGN ATTACHED AND 0.8 METER NORTHWEST OF A WIRE FENCE.
 SF0539'
 SF0539'A TRAVERSE TIE WAS MADE TO THIS REFERENCE MONUMENT FROM REFERENCE
 SF0539'MONUMENT S-109A-77, THE DISTANCE BEING 12.48 FEET OR 3.806 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0528 ***********************************************************************
 SF0528  DESIGNATION -  REF MON S 110
 SF0528  PID         -  SF0528
 SF0528  STATE/COUNTY-  ME/AROOSTOOK
 SF0528  USGS QUAD   -  ST JOHN (1985)
 SF0528
 SF0528                         *CURRENT SURVEY CONTROL
 SF0528  ___________________________________________________________________
 SF0528* NAD 83(1996)-  47 11 05.21857(N)    068 51 59.85770(W)     ADJUSTED  
 SF0528* NAVD 88     -       185.     (meters)     607.     (feet)  VERTCON   
 SF0528  ___________________________________________________________________
 SF0528  LAPLACE CORR-           7.35  (seconds)                    DEFLEC99
 SF0528  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 SF0528
 SF0528  HORZ ORDER  -  THIRD
 SF0528
 SF0528.The horizontal coordinates were established by classical geodetic methods
 SF0528.and adjusted by the National Geodetic Survey in March 1998..
 SF0528.No horizontal observational check was made to the station.
 SF0528
 SF0528.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0528
 SF0528.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0528
 SF0528.The geoid height was determined by GEOID03.
 SF0528
 SF0528;                    North         East     Units Scale Factor Converg.
 SF0528;SPC ME E     -   391,029.886   272,214.881   MT  0.99990948   -0 16 08.2
 SF0528;UTM  19      - 5,225,707.328   510,104.736   MT  0.99960125   +0 05 52.2
 SF0528
 SF0528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0528!SPC ME E     -   0.99997494  x   0.99990948  =   0.99988442
 SF0528!UTM  19      -   0.99997494  x   0.99960125  =   0.99957620
 SF0528
 SF0528                          SUPERSEDED SURVEY CONTROL
 SF0528
 SF0528  NAD 83(1992)-  47 11 05.21063(N)    068 51 59.85313(W) AD(       ) 3
 SF0528  NAD 83(1986)-  47 11 05.21881(N)    068 51 59.84913(W) AD(       ) 3
 SF0528  NAD 27      -  47 11 05.08144(N)    068 52 01.66432(W) AD(       ) 3
 SF0528  NGVD 29 (07/19/86)  185.     (m)          607.     (f) VERT ANG       
 SF0528
 SF0528.Superseded values are not recommended for survey control.
 SF0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0528.See file dsdata.txt to determine how the superseded data were derived.
 SF0528
 SF0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN1010525707(NAD 83)
 SF0528
 SF0528  HISTORY     - Date     Condition        Report By
 SF0528  HISTORY     - UNK      MONUMENTED
 SF0528  HISTORY     - 1977     GOOD             IBC
 SF0528
 SF0528                          STATION DESCRIPTION
 SF0528
 SF0528'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1977 (CRM)
 SF0528'THE REFERENCE MONUMENT WAS RECOVERED IN GOOD CONDITION.  A NEW
 SF0528'DESCRIPTION FOLLOWS.
 SF0528'
 SF0528'THE REFERENCE MONUMENT IS LOCATED ABOUT 2 MILES NORTHEAST OF ST.
 SF0528'FRANCIS, MAINE, AT THE NORTHEAST EDGE OF A PASTURE, AND ON PROPERTY
 SF0528'OWNED BY MR. REGINALD JANDREAU.
 SF0528'
 SF0528'TO REACH FROM THE CATHOLIC CHURCH IN ST. FRANCIS, GO NORTHEAST ON
 SF0528'STATE HIGHWAY 161 FOR 2.2 MILES TO A FIELD ROAD ON THE RIGHT.  TURN
 SF0528'RIGHT AND PASSING ON THE NORTHEAST SIDE OF THE F.X. SIROIS RESIDENCE
 SF0528'GO SOUTHEAST ON THE FIELD ROAD FOR 0.2 MILE TO THE REFERENCE MONUMENT
 SF0528'ON THE RIGHT, SOUTHWEST, SIDE OF THE ROAD.
 SF0528'
 SF0528'THE REFERENCE MONUMENT IS A 10-INCH SQUARE BLOCK OF CONCRETE THAT
 SF0528'PROJECTS 8 INCHES ABOVE A 3-FOOT SQUARE, CONCRETE BASE.  OVERALL IT
 SF0528'PROJECTS 2 FEET AND U.S. NO 110 AND 1910 IS INSCRIBED IN THE BASE.
 SF0528'IT IS 28 METERS NORTHWEST OF THE NORTHWEST RAIL OF A RAILROAD TRACK,
 SF0528'26.16 METERS WEST OF A STEEL WITNESS POST WITH METAL SIGN ATTACHED,
 SF0528'AND 4.7 METERS SOUTHWEST OF THE CENTERLINE OF THE FIELD ROAD.
 SF0528'
 SF0528'A TRAVERSE TIE WAS MADE TO THIS REFERENCE MONUMENT FROM REFERENCE
 SF0528'MONUMENT S-110-77, THE DISTANCE BEING 85.87 FEET OR 26.173 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0540 ***********************************************************************
 SF0540  DESIGNATION -  REF MON S 111
 SF0540  PID         -  SF0540
 SF0540  STATE/COUNTY-  ME/AROOSTOOK
 SF0540  USGS QUAD   -  ST JOHN (1985)
 SF0540
 SF0540                         *CURRENT SURVEY CONTROL
 SF0540  ___________________________________________________________________
 SF0540* NAD 83(1996)-  47 10 52.54183(N)    068 52 14.64704(W)     ADJUSTED  
 SF0540* NAVD 88     -       187.     (meters)     614.     (feet)  VERTCON   
 SF0540  ___________________________________________________________________
 SF0540  LAPLACE CORR-           7.50  (seconds)                    DEFLEC99
 SF0540  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 SF0540
 SF0540  HORZ ORDER  -  THIRD
 SF0540
 SF0540.The horizontal coordinates were established by classical geodetic methods
 SF0540.and adjusted by the National Geodetic Survey in March 1998..
 SF0540.No horizontal observational check was made to the station.
 SF0540
 SF0540.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0540
 SF0540.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0540
 SF0540.The geoid height was determined by GEOID03.
 SF0540
 SF0540;                    North         East     Units Scale Factor Converg.
 SF0540;SPC ME E     -   390,639.915   271,901.684   MT  0.99990970   -0 16 19.0
 SF0540;UTM  19      - 5,225,315.481   509,794.138   MT  0.99960118   +0 05 41.3
 SF0540
 SF0540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0540!SPC ME E     -   0.99997462  x   0.99990970  =   0.99988433
 SF0540!UTM  19      -   0.99997462  x   0.99960118  =   0.99957581
 SF0540
 SF0540                          SUPERSEDED SURVEY CONTROL
 SF0540
 SF0540  NAD 83(1992)-  47 10 52.53385(N)    068 52 14.64240(W) AD(       ) 3
 SF0540  NAD 83(1986)-  47 10 52.54205(N)    068 52 14.63842(W) AD(       ) 3
 SF0540  NAD 27      -  47 10 52.40484(N)    068 52 16.45297(W) AD(       ) 3
 SF0540  NGVD 29 (07/19/86)  187.     (m)          614.     (f) VERT ANG       
 SF0540
 SF0540.Superseded values are not recommended for survey control.
 SF0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0540.See file dsdata.txt to determine how the superseded data were derived.
 SF0540
 SF0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN0979425315(NAD 83)
 SF0540
 SF0540  HISTORY     - Date     Condition        Report By
 SF0540  HISTORY     - UNK      MONUMENTED
 SF0540  HISTORY     - 1977     GOOD             IBC
 SF0540
 SF0540                          STATION DESCRIPTION
 SF0540
 SF0540'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1977 (CRM)
 SF0540'THE REFERENCE MONUMENT WAS RECOVERED IN GOOD CONDITION.  A NEW
 SF0540'DESCRIPTION FOLLOWS.
 SF0540'
 SF0540'THE REFERENCE MONUMENT IS LOCATED ABOUT 1-1/2 MILES NORTHEAST OF
 SF0540'ST. FRANCIS, MAINE AND ATOP A LOW, CUT BANK ON RAILROAD RIGHT-OF-WAY.
 SF0540'
 SF0540'TO REACH FROM THE CATHOLIC CHURCH IN ST. FRANCIS, GO NORTHEAST ON
 SF0540'STATE HIGHWAY 161 FOR 1.7 MILES TO A FIELD ROAD ON THE RIGHT.  TURN
 SF0540'RIGHT AND GO SOUTHEASTERLY ON THE FIELD ROAD FOR 0.15 MILE TO A
 SF0540'RAILROAD CRROSSING AND THE END OF TRUCK TRAVEL.  PACK NORTHEAST ALONG
 SF0540'THE RAILROAD FOR ABOUT 250 FEET TO THE REFERENCE MONUMENT ON THE LEFT.
 SF0540'
 SF0540'THE REFERENCE MONUMENT IS A 10-INCH SQUARE BLOCK OF CONCRETE, PYRAMID-
 SF0540'SHAPED ON TOP, THAT PROJECTS 6 INCHES ABOVE A 3-FOOT SQUARE, CONCRETE
 SF0540'BASE.  OVERALL IT PROJECTS 2 FEET AND U.S. NO 111 AND 1910 IS
 SF0540'INSCRIBED IN THE BASE.  IT IS 8.2 METERS WEST-NORTHWEST OF THE WEST-
 SF0540'NORTHWEST RAIL, 7.0 METERS NORTH-NORTHEAST OF A STEEL WITNESS POST
 SF0540'WITH METAL SIGN ATTACHED, AND 1.2 METERS EAST-SOUTHEAST OF A FENCE.
 SF0540'
 SF0540'A TRAVERSE TIE WAS MADE TO THIS REFERENCE MONUMENT FROM REFERENCE
 SF0540'MONUMENT S-111-77, THE DISTANCE BEING 21.29 FEET OR 6.489 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF1039 ***********************************************************************
 SF1039  DESIGNATION -  REF MON S 122 1910
 SF1039  PID         -  SF1039
 SF1039  STATE/COUNTY-  ME/AROOSTOOK
 SF1039  USGS QUAD   -  FALLS BROOK LAKE (1987)
 SF1039
 SF1039                         *CURRENT SURVEY CONTROL
 SF1039  ___________________________________________________________________
 SF1039* NAD 83(1996)-  47 14 17.19616(N)    069 01 48.36733(W)     ADJUSTED  
 SF1039* NAVD 88     -       181.     (meters)     594.     (feet)  SCALED    
 SF1039  ___________________________________________________________________
 SF1039  LAPLACE CORR-           5.81  (seconds)                    DEFLEC99
 SF1039  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 SF1039
 SF1039  HORZ ORDER  -  THIRD
 SF1039
 SF1039.The horizontal coordinates were established by classical geodetic methods
 SF1039.and adjusted by the National Geodetic Survey in March 1998..
 SF1039
 SF1039.The orthometric height was scaled from a topographic map.
 SF1039
 SF1039.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF1039
 SF1039.The geoid height was determined by GEOID03.
 SF1039
 SF1039;                    North         East     Units Scale Factor Converg.
 SF1039;SPC ME E     -   397,029.032   259,866.084   MT  0.99991979   -0 23 21.1
 SF1039;UTM  19      - 5,231,625.408   497,721.662   MT  0.99960006   -0 01 19.6
 SF1039
 SF1039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF1039!SPC ME E     -   0.99997562  x   0.99991979  =   0.99989541
 SF1039!UTM  19      -   0.99997562  x   0.99960006  =   0.99957569
 SF1039
 SF1039:                Primary Azimuth Mark                     Grid Az
 SF1039:SPC ME E     -  REF MON S123 IBC                         313 03 13.8
 SF1039:UTM  19      -  REF MON S123 IBC                         312 41 12.3
 SF1039
 SF1039|---------------------------------------------------------------------|
 SF1039| PID    Reference Object                     Distance      Geod. Az  |
 SF1039|                                                           dddmmss.s |
 SF1039| SF1045 REF MON S123 IBC                    APPROX. 0.5 KM 3123952.7 |
 SF1039| SF1044 C114 IBC                            410.662 METERS 3201450.9 |
 SF1039|---------------------------------------------------------------------|
 SF1039
 SF1039                          SUPERSEDED SURVEY CONTROL
 SF1039
 SF1039  NAD 83(1992)-  47 14 17.18585(N)    069 01 48.36619(W) AD(       ) 3
 SF1039  NAD 83(1986)-  47 14 17.19474(N)    069 01 48.36365(W) AD(       ) 3
 SF1039  NAD 27      -  47 14 17.06613(N)    069 01 50.25118(W) AD(       ) 3
 SF1039
 SF1039.Superseded values are not recommended for survey control.
 SF1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF1039.See file dsdata.txt to determine how the superseded data were derived.
 SF1039
 SF1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9772231625(NAD 83)
 SF1039_MARKER: Z = SEE DESCRIPTION
 SF1039_SETTING: 0 = UNSPECIFIED SETTING
 SF1039_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF1039
 SF1039  HISTORY     - Date     Condition        Report By
 SF1039  HISTORY     - 1910     MONUMENTED       IBC
 SF1039  HISTORY     - 1962     GOOD             IBC
 SF1039
 SF1039                          STATION DESCRIPTION
 SF1039
 SF1039'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (BF)
 SF1039'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF1039'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF1039'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF1039'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF1039'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF1039'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF1039'THE POST.
 SF1039
 SF1039                          STATION RECOVERY (1962)
 SF1039
 SF1039'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF1039'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0154 ***********************************************************************
 RG0154  DESIGNATION -  REF MON S 14 IBC
 RG0154  PID         -  RG0154
 RG0154  STATE/COUNTY-  ME/SOMERSET
 RG0154  USGS QUAD   -  HARDWOOD MOUNTAIN (1989)
 RG0154
 RG0154                         *CURRENT SURVEY CONTROL
 RG0154  ___________________________________________________________________
 RG0154* NAD 83(1996)-  46 24 33.39830(N)    070 05 34.34086(W)     ADJUSTED  
 RG0154* NAVD 88     -       359.     (meters)    1178.     (feet)  SCALED    
 RG0154  ___________________________________________________________________
 RG0154  LAPLACE CORR-           3.35  (seconds)                    DEFLEC99
 RG0154  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 RG0154
 RG0154  HORZ ORDER  -  THIRD
 RG0154
 RG0154.The horizontal coordinates were established by classical geodetic methods
 RG0154.and adjusted by the National Geodetic Survey in March 1998..
 RG0154
 RG0154.The orthometric height was scaled from a topographic map.
 RG0154
 RG0154.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0154
 RG0154.The geoid height was determined by GEOID03.
 RG0154
 RG0154;                    North         East     Units Scale Factor Converg.
 RG0154;SPC ME W     -   397,363.977   905,673.860   MT  0.99996706   +0 03 12.4
 RG0154;UTM  19      - 5,140,102.895   416,002.704   MT  0.99968673   -0 47 29.7
 RG0154
 RG0154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0154!SPC ME W     -   0.99994787  x   0.99996706  =   0.99991493
 RG0154!UTM  19      -   0.99994787  x   0.99968673  =   0.99963462
 RG0154
 RG0154|---------------------------------------------------------------------|
 RG0154| PID    Reference Object                     Distance      Geod. Az  |
 RG0154|                                                           dddmmss.s |
 RG0154| RG0153 C 14 IBC                            225.170 METERS 00735     |
 RG0154| RG0152 S 13 IBC                            392.491 METERS 09517     |
 RG0154| RG0155 S 15 IBC                            APPROX. 0.6 KM 1932958.1 |
 RG0154| RG0157 REF MON C 16 IBC                    333.703 METERS 27250     |
 RG0154| RG0156 C 15 IBC                            351.351 METERS 31039     |
 RG0154|---------------------------------------------------------------------|
 RG0154
 RG0154                          SUPERSEDED SURVEY CONTROL
 RG0154
 RG0154  NAD 83(1992)-  46 24 33.40868(N)    070 05 34.33184(W) AD(       ) 3
 RG0154  NAD 83(1986)-  46 24 33.41873(N)    070 05 34.35252(W) AD(       ) 3
 RG0154  NAD 27      -  46 24 33.30800(N)    070 05 36.07600(W) AD(       ) 3
 RG0154
 RG0154.Superseded values are not recommended for survey control.
 RG0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0154.See file dsdata.txt to determine how the superseded data were derived.
 RG0154
 RG0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM1600340103(NAD 83)
 RG0154_MARKER: Z = SEE DESCRIPTION
 RG0154_SETTING: 0 = UNSPECIFIED SETTING
 RG0154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0154
 RG0154  HISTORY     - Date     Condition        Report By
 RG0154  HISTORY     - 1913     MONUMENTED       IBC
 RG0154  HISTORY     - 1965     POOR             IBC
 RG0154
 RG0154                          STATION DESCRIPTION
 RG0154
 RG0154'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1913 (JBB)
 RG0154'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0154'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0154'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0154'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0154'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0154'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0154'THE POST.
 RG0154
 RG0154                          STATION RECOVERY (1965)
 RG0154
 RG0154'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 RG0154'NEW POST ATTACHED TO OLD BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0158 ***********************************************************************
 RG0158  DESIGNATION -  REF MON S 16 IBC
 RG0158  PID         -  RG0158
 RG0158  STATE/COUNTY-  ME/SOMERSET
 RG0158  USGS QUAD   -  HARDWOOD MOUNTAIN (1989)
 RG0158
 RG0158                         *CURRENT SURVEY CONTROL
 RG0158  ___________________________________________________________________
 RG0158* NAD 83(1996)-  46 23 54.85387(N)    070 05 54.11187(W)     ADJUSTED  
 RG0158* NAVD 88     -       365.     (meters)    1198.     (feet)  SCALED    
 RG0158  ___________________________________________________________________
 RG0158  LAPLACE CORR-           3.39  (seconds)                    DEFLEC99
 RG0158  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 RG0158
 RG0158  HORZ ORDER  -  THIRD
 RG0158
 RG0158.The horizontal coordinates were established by classical geodetic methods
 RG0158.and adjusted by the National Geodetic Survey in March 1998..
 RG0158
 RG0158.The orthometric height was scaled from a topographic map.
 RG0158
 RG0158.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0158
 RG0158.The geoid height was determined by GEOID03.
 RG0158
 RG0158;                    North         East     Units Scale Factor Converg.
 RG0158;SPC ME W     -   396,173.479   905,252.625   MT  0.99996701   +0 02 58.1
 RG0158;UTM  19      - 5,138,919.070   415,564.081   MT  0.99968764   -0 47 43.6
 RG0158
 RG0158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0158!SPC ME W     -   0.99994693  x   0.99996701  =   0.99991394
 RG0158!UTM  19      -   0.99994693  x   0.99968764  =   0.99963458
 RG0158
 RG0158:                Primary Azimuth Mark                     Grid Az
 RG0158:SPC ME W     -  S 17 IBC                                 209 39 15.2
 RG0158:UTM  19      -  S 17 IBC                                 210 29 56.9
 RG0158
 RG0158|---------------------------------------------------------------------|
 RG0158| PID    Reference Object                     Distance      Geod. Az  |
 RG0158|                                                           dddmmss.s |
 RG0158| RG0161 S 17 IBC                            APPROX. 0.5 KM 2094213.3 |
 RG0158| RG0160 REF MON C 18 IBC                    287.238 METERS 29135     |
 RG0158|---------------------------------------------------------------------|
 RG0158
 RG0158                          SUPERSEDED SURVEY CONTROL
 RG0158
 RG0158  NAD 83(1992)-  46 23 54.86346(N)    070 05 54.10245(W) AD(       ) 3
 RG0158  NAD 83(1986)-  46 23 54.87278(N)    070 05 54.12368(W) AD(       ) 3
 RG0158  NAD 27      -  46 23 54.76700(N)    070 05 55.84600(W) AD(       ) 3
 RG0158
 RG0158.Superseded values are not recommended for survey control.
 RG0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0158.See file dsdata.txt to determine how the superseded data were derived.
 RG0158
 RG0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM1556438919(NAD 83)
 RG0158_MARKER: Z = SEE DESCRIPTION
 RG0158_SETTING: 0 = UNSPECIFIED SETTING
 RG0158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0158
 RG0158  HISTORY     - Date     Condition        Report By
 RG0158  HISTORY     - 1913     MONUMENTED       IBC
 RG0158  HISTORY     - 1964     GOOD             IBC
 RG0158
 RG0158                          STATION DESCRIPTION
 RG0158
 RG0158'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1913 (JBB)
 RG0158'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0158'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0158'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0158'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0158'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0158'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0158'THE POST.
 RG0158
 RG0158                          STATION RECOVERY (1964)
 RG0158
 RG0158'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1964
 RG0158'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0163 ***********************************************************************
 RG0163  DESIGNATION -  REF MON S 18 IBC
 RG0163  PID         -  RG0163
 RG0163  STATE/COUNTY-  ME/SOMERSET
 RG0163  USGS QUAD   -  HARDWOOD MOUNTAIN (1989)
 RG0163
 RG0163                         *CURRENT SURVEY CONTROL
 RG0163  ___________________________________________________________________
 RG0163* NAD 83(1996)-  46 23 21.60299(N)    070 06 27.63267(W)     ADJUSTED  
 RG0163* NAVD 88     -       359.     (meters)    1178.     (feet)  SCALED    
 RG0163  ___________________________________________________________________
 RG0163  LAPLACE CORR-           3.34  (seconds)                    DEFLEC99
 RG0163  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 RG0163
 RG0163  HORZ ORDER  -  THIRD
 RG0163
 RG0163.The horizontal coordinates were established by classical geodetic methods
 RG0163.and adjusted by the National Geodetic Survey in March 1998..
 RG0163
 RG0163.The orthometric height was scaled from a topographic map.
 RG0163
 RG0163.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0163
 RG0163.The geoid height was determined by GEOID03.
 RG0163
 RG0163;                    North         East     Units Scale Factor Converg.
 RG0163;SPC ME W     -   395,146.233   904,537.324   MT  0.99996692   +0 02 33.8
 RG0163;UTM  19      - 5,137,902.766   414,833.915   MT  0.99968916   -0 48 07.4
 RG0163
 RG0163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0163!SPC ME W     -   0.99994787  x   0.99996692  =   0.99991479
 RG0163!UTM  19      -   0.99994787  x   0.99968916  =   0.99963704
 RG0163
 RG0163:                Primary Azimuth Mark                     Grid Az
 RG0163:SPC ME W     -  REF MON C 21 IBC                         234 29 17.7
 RG0163:UTM  19      -  REF MON C 21 IBC                         235 19 58.9
 RG0163
 RG0163|---------------------------------------------------------------------|
 RG0163| PID    Reference Object                     Distance      Geod. Az  |
 RG0163|                                                           dddmmss.s |
 RG0163| RG0165 REF MON C 21 IBC                    APPROX. 0.6 KM 2343151.5 |
 RG0163| RG0164 REF MON C 20 IBC                    389.801 METERS 32439     |
 RG0163|---------------------------------------------------------------------|
 RG0163
 RG0163                          SUPERSEDED SURVEY CONTROL
 RG0163
 RG0163  NAD 83(1992)-  46 23 21.61176(N)    070 06 27.62311(W) AD(       ) 3
 RG0163  NAD 83(1986)-  46 23 21.62058(N)    070 06 27.64506(W) AD(       ) 3
 RG0163  NAD 27      -  46 23 21.51900(N)    070 06 29.36500(W) AD(       ) 3
 RG0163
 RG0163.Superseded values are not recommended for survey control.
 RG0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0163.See file dsdata.txt to determine how the superseded data were derived.
 RG0163
 RG0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM1483437903(NAD 83)
 RG0163_MARKER: Z = SEE DESCRIPTION
 RG0163_SETTING: 0 = UNSPECIFIED SETTING
 RG0163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0163
 RG0163  HISTORY     - Date     Condition        Report By
 RG0163  HISTORY     - 1913     MONUMENTED       IBC
 RG0163  HISTORY     - 1964     GOOD             IBC
 RG0163
 RG0163                          STATION DESCRIPTION
 RG0163
 RG0163'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1913 (JBB)
 RG0163'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0163'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0163'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0163'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0163'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0163'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0163'THE POST.
 RG0163
 RG0163                          STATION RECOVERY (1964)
 RG0163
 RG0163'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1964
 RG0163'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0245 ***********************************************************************
 RG0245  DESIGNATION -  REF MON S 20 IBC
 RG0245  PID         -  RG0245
 RG0245  STATE/COUNTY-  ME/SOMERSET
 RG0245  USGS QUAD   -  HARDWOOD MOUNTAIN SW (1989)
 RG0245
 RG0245                         *CURRENT SURVEY CONTROL
 RG0245  ___________________________________________________________________
 RG0245* NAD 83(1996)-  46 22 48.84885(N)    070 07 34.98150(W)     ADJUSTED  
 RG0245* NAVD 88     -       359.     (meters)    1178.     (feet)  SCALED    
 RG0245  ___________________________________________________________________
 RG0245  LAPLACE CORR-           3.19  (seconds)                    DEFLEC99
 RG0245  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 RG0245
 RG0245  HORZ ORDER  -  THIRD
 RG0245
 RG0245.The horizontal coordinates were established by classical geodetic methods
 RG0245.and adjusted by the National Geodetic Survey in March 1998..
 RG0245
 RG0245.The orthometric height was scaled from a topographic map.
 RG0245
 RG0245.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0245
 RG0245.The geoid height was determined by GEOID03.
 RG0245
 RG0245;                    North         East     Units Scale Factor Converg.
 RG0245;SPC ME W     -   394,134.000   903,098.901   MT  0.99996678   +0 01 45.0
 RG0245;UTM  19      - 5,136,912.122   413,381.127   MT  0.99969223   -0 48 55.7
 RG0245
 RG0245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0245!SPC ME W     -   0.99994787  x   0.99996678  =   0.99991465
 RG0245!UTM  19      -   0.99994787  x   0.99969223  =   0.99964012
 RG0245
 RG0245                          SUPERSEDED SURVEY CONTROL
 RG0245
 RG0245  NAD 83(1992)-  46 22 48.85667(N)    070 07 34.97189(W) AD(       ) 3
 RG0245  NAD 83(1986)-  46 22 48.86512(N)    070 07 34.99499(W) AD(       ) 3
 RG0245  NAD 27      -  46 22 48.76700(N)    070 07 36.71100(W) AD(       ) 3
 RG0245
 RG0245.Superseded values are not recommended for survey control.
 RG0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0245.See file dsdata.txt to determine how the superseded data were derived.
 RG0245
 RG0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM1338136912(NAD 83)
 RG0245_MARKER: Z = SEE DESCRIPTION
 RG0245_SETTING: 0 = UNSPECIFIED SETTING
 RG0245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0245
 RG0245  HISTORY     - Date     Condition        Report By
 RG0245  HISTORY     - 1913     MONUMENTED       IBC
 RG0245  HISTORY     - 1964     GOOD             IBC
 RG0245
 RG0245                          STATION DESCRIPTION
 RG0245
 RG0245'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1913 (JBB)
 RG0245'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0245'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0245'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0245'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0245'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0245'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0245'THE POST.
 RG0245
 RG0245                          STATION RECOVERY (1964)
 RG0245
 RG0245'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1964
 RG0245'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0170 ***********************************************************************
 RG0170  DESIGNATION -  REF MON S 22 IBC
 RG0170  PID         -  RG0170
 RG0170  STATE/COUNTY-  ME/SOMERSET
 RG0170  USGS QUAD   -  HARDWOOD MOUNTAIN SW (1989)
 RG0170
 RG0170                         *CURRENT SURVEY CONTROL
 RG0170  ___________________________________________________________________
 RG0170* NAD 83(1996)-  46 22 23.66393(N)    070 07 32.70047(W)     ADJUSTED  
 RG0170* NAVD 88     -       365.     (meters)    1198.     (feet)  SCALED    
 RG0170  ___________________________________________________________________
 RG0170  LAPLACE CORR-           3.36  (seconds)                    DEFLEC99
 RG0170  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 RG0170
 RG0170  HORZ ORDER  -  THIRD
 RG0170
 RG0170.The horizontal coordinates were established by classical geodetic methods
 RG0170.and adjusted by the National Geodetic Survey in March 1998..
 RG0170
 RG0170.The orthometric height was scaled from a topographic map.
 RG0170
 RG0170.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0170
 RG0170.The geoid height was determined by GEOID03.
 RG0170
 RG0170;                    North         East     Units Scale Factor Converg.
 RG0170;SPC ME W     -   393,356.406   903,148.046   MT  0.99996679   +0 01 46.6
 RG0170;UTM  19      - 5,136,134.101   413,418.795   MT  0.99969215   -0 48 53.7
 RG0170
 RG0170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0170!SPC ME W     -   0.99994693  x   0.99996679  =   0.99991372
 RG0170!UTM  19      -   0.99994693  x   0.99969215  =   0.99963909
 RG0170
 RG0170|---------------------------------------------------------------------|
 RG0170| PID    Reference Object                     Distance      Geod. Az  |
 RG0170|                                                           dddmmss.s |
 RG0170| RG0169 S 23 IBC                            349.939 METERS 16429     |
 RG0170| RG0171 S 24 IBC                            484.752 METERS 2042301.9 |
 RG0170| RG0172 REF MON C 26 IBC                    304.645 METERS 25601     |
 RG0170| RG0246 S 21 IBC                            354.054 METERS 34057     |
 RG0170|---------------------------------------------------------------------|
 RG0170
 RG0170                          SUPERSEDED SURVEY CONTROL
 RG0170
 RG0170  NAD 83(1992)-  46 22 23.67183(N)    070 07 32.69035(W) AD(       ) 3
 RG0170  NAD 83(1986)-  46 22 23.67992(N)    070 07 32.71352(W) AD(       ) 3
 RG0170  NAD 27      -  46 22 23.58300(N)    070 07 34.43100(W) AD(       ) 3
 RG0170
 RG0170.Superseded values are not recommended for survey control.
 RG0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0170.See file dsdata.txt to determine how the superseded data were derived.
 RG0170
 RG0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM1341936134(NAD 83)
 RG0170_MARKER: Z = SEE DESCRIPTION
 RG0170_SETTING: 0 = UNSPECIFIED SETTING
 RG0170_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0170
 RG0170  HISTORY     - Date     Condition        Report By
 RG0170  HISTORY     - 1913     MONUMENTED       IBC
 RG0170  HISTORY     - 1964     GOOD             IBC
 RG0170
 RG0170                          STATION DESCRIPTION
 RG0170
 RG0170'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1913 (JBB)
 RG0170'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0170'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0170'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0170'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0170'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0170'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0170'THE POST.
 RG0170
 RG0170                          STATION RECOVERY (1964)
 RG0170
 RG0170'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1964
 RG0170'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0173 ***********************************************************************
 RG0173  DESIGNATION -  REF MON S 25 IBC
 RG0173  PID         -  RG0173
 RG0173  STATE/COUNTY-  ME/SOMERSET
 RG0173  USGS QUAD   -  HARDWOOD MOUNTAIN SW (1989)
 RG0173
 RG0173                         *CURRENT SURVEY CONTROL
 RG0173  ___________________________________________________________________
 RG0173* NAD 83(1996)-  46 22 03.00261(N)    070 08 08.62156(W)     ADJUSTED  
 RG0173* NAVD 88     -       359.     (meters)    1178.     (feet)  SCALED    
 RG0173  ___________________________________________________________________
 RG0173  LAPLACE CORR-           3.39  (seconds)                    DEFLEC99
 RG0173  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 RG0173
 RG0173  HORZ ORDER  -  THIRD
 RG0173
 RG0173.The horizontal coordinates were established by classical geodetic methods
 RG0173.and adjusted by the National Geodetic Survey in March 1998..
 RG0173
 RG0173.The orthometric height was scaled from a topographic map.
 RG0173
 RG0173.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0173
 RG0173.The geoid height was determined by GEOID03.
 RG0173
 RG0173;                    North         East     Units Scale Factor Converg.
 RG0173;SPC ME W     -   392,718.111   902,380.599   MT  0.99996674   +0 01 20.6
 RG0173;UTM  19      - 5,135,507.359   412,642.236   MT  0.99969381   -0 49 19.5
 RG0173
 RG0173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0173!SPC ME W     -   0.99994787  x   0.99996674  =   0.99991461
 RG0173!UTM  19      -   0.99994787  x   0.99969381  =   0.99964169
 RG0173
 RG0173:                Primary Azimuth Mark                     Grid Az
 RG0173:SPC ME W     -  REF MON S 26 IBC                         211 44 08.0
 RG0173:UTM  19      -  REF MON S 26 IBC                         212 34 48.1
 RG0173
 RG0173|---------------------------------------------------------------------|
 RG0173| PID    Reference Object                     Distance      Geod. Az  |
 RG0173|                                                           dddmmss.s |
 RG0173| RG0175 REF MON S 26 IBC                    APPROX. 0.5 KM 2114528.6 |
 RG0173| RG0174 C 27 IBC                            341.475 METERS 34222     |
 RG0173|---------------------------------------------------------------------|
 RG0173
 RG0173                          SUPERSEDED SURVEY CONTROL
 RG0173
 RG0173  NAD 83(1992)-  46 22 03.01021(N)    070 08 08.61064(W) AD(       ) 3
 RG0173  NAD 83(1986)-  46 22 03.01809(N)    070 08 08.63439(W) AD(       ) 3
 RG0173  NAD 27      -  46 22 02.92300(N)    070 08 10.35100(W) AD(       ) 3
 RG0173
 RG0173.Superseded values are not recommended for survey control.
 RG0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0173.See file dsdata.txt to determine how the superseded data were derived.
 RG0173
 RG0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM1264235507(NAD 83)
 RG0173_MARKER: Z = SEE DESCRIPTION
 RG0173_SETTING: 0 = UNSPECIFIED SETTING
 RG0173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0173
 RG0173  HISTORY     - Date     Condition        Report By
 RG0173  HISTORY     - 1913     MONUMENTED       IBC
 RG0173
 RG0173                          STATION DESCRIPTION
 RG0173
 RG0173'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1913 (JBB)
 RG0173'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0173'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0173'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0173'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0173'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0173'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0173'THE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0175 ***********************************************************************
 RG0175  DESIGNATION -  REF MON S 26 IBC
 RG0175  PID         -  RG0175
 RG0175  STATE/COUNTY-  ME/SOMERSET
 RG0175  USGS QUAD   -  HARDWOOD MOUNTAIN SW (1989)
 RG0175
 RG0175                         *CURRENT SURVEY CONTROL
 RG0175  ___________________________________________________________________
 RG0175* NAD 83(1996)-  46 21 48.90498(N)    070 08 21.22669(W)     ADJUSTED  
 RG0175* NAVD 88     -       359.     (meters)    1178.     (feet)  SCALED    
 RG0175  ___________________________________________________________________
 RG0175  LAPLACE CORR-           3.42  (seconds)                    DEFLEC99
 RG0175  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 RG0175
 RG0175  HORZ ORDER  -  THIRD
 RG0175
 RG0175.The horizontal coordinates were established by classical geodetic methods
 RG0175.and adjusted by the National Geodetic Survey in March 1998..
 RG0175
 RG0175.The orthometric height was scaled from a topographic map.
 RG0175
 RG0175.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0175
 RG0175.The geoid height was determined by GEOID03.
 RG0175
 RG0175;                    North         East     Units Scale Factor Converg.
 RG0175;SPC ME W     -   392,282.729   902,111.329   MT  0.99996672   +0 01 11.5
 RG0175;UTM  19      - 5,135,076.110   412,366.654   MT  0.99969440   -0 49 28.4
 RG0175
 RG0175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0175!SPC ME W     -   0.99994787  x   0.99996672  =   0.99991459
 RG0175!UTM  19      -   0.99994787  x   0.99969440  =   0.99964228
 RG0175
 RG0175:                Primary Azimuth Mark                     Grid Az
 RG0175:SPC ME W     -  REF MON S 25 IBC                         031 44 07.9
 RG0175:UTM  19      -  REF MON S 25 IBC                         032 34 47.8
 RG0175
 RG0175|---------------------------------------------------------------------|
 RG0175| PID    Reference Object                     Distance      Geod. Az  |
 RG0175|                                                           dddmmss.s |
 RG0175| RG0173 REF MON S 25 IBC                    APPROX. 0.5 KM 0314519.4 |
 RG0175| RG0177 S 27 IBC                            APPROX. 0.6 KM 2153149.2 |
 RG0175| RG0176 REF MON C 28 IBC                    396.596 METERS 31130     |
 RG0175|---------------------------------------------------------------------|
 RG0175
 RG0175                          SUPERSEDED SURVEY CONTROL
 RG0175
 RG0175  NAD 83(1992)-  46 21 48.91225(N)    070 08 21.21547(W) AD(       ) 3
 RG0175  NAD 83(1986)-  46 21 48.92000(N)    070 08 21.23942(W) AD(       ) 3
 RG0175  NAD 27      -  46 21 48.82500(N)    070 08 22.95800(W) AD(       ) 3
 RG0175
 RG0175.Superseded values are not recommended for survey control.
 RG0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0175.See file dsdata.txt to determine how the superseded data were derived.
 RG0175
 RG0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM1236735076(NAD 83)
 RG0175_MARKER: Z = SEE DESCRIPTION
 RG0175_SETTING: 0 = UNSPECIFIED SETTING
 RG0175_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0175
 RG0175  HISTORY     - Date     Condition        Report By
 RG0175  HISTORY     - 1913     MONUMENTED       IBC
 RG0175  HISTORY     - 1964     GOOD             IBC
 RG0175
 RG0175                          STATION DESCRIPTION
 RG0175
 RG0175'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1913 (JBB)
 RG0175'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0175'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0175'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0175'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0175'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0175'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0175'THE POST.
 RG0175
 RG0175                          STATION RECOVERY (1964)
 RG0175
 RG0175'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1964
 RG0175'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0180 ***********************************************************************
 RG0180  DESIGNATION -  REF MON S 29 IBC
 RG0180  PID         -  RG0180
 RG0180  STATE/COUNTY-  ME/SOMERSET
 RG0180  USGS QUAD   -  HARDWOOD MOUNTAIN SW (1989)
 RG0180
 RG0180                         *CURRENT SURVEY CONTROL
 RG0180  ___________________________________________________________________
 RG0180* NAD 83(1996)-  46 21 27.87473(N)    070 09 00.72180(W)     ADJUSTED  
 RG0180* NAVD 88     -       368.     (meters)    1207.     (feet)  SCALED    
 RG0180  ___________________________________________________________________
 RG0180  LAPLACE CORR-           3.51  (seconds)                    DEFLEC99
 RG0180  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 RG0180
 RG0180  HORZ ORDER  -  THIRD
 RG0180
 RG0180.The horizontal coordinates were established by classical geodetic methods
 RG0180.and adjusted by the National Geodetic Survey in March 1998..
 RG0180
 RG0180.The orthometric height was scaled from a topographic map.
 RG0180
 RG0180.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0180
 RG0180.The geoid height was determined by GEOID03.
 RG0180
 RG0180;                    North         East     Units Scale Factor Converg.
 RG0180;SPC ME W     -   391,633.159   901,267.236   MT  0.99996669   +0 00 42.9
 RG0180;UTM  19      - 5,134,439.222   411,513.312   MT  0.99969625   -0 49 56.7
 RG0180
 RG0180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0180!SPC ME W     -   0.99994646  x   0.99996669  =   0.99991315
 RG0180!UTM  19      -   0.99994646  x   0.99969625  =   0.99964272
 RG0180
 RG0180:                Primary Azimuth Mark                     Grid Az
 RG0180:SPC ME W     -  C 29 IBC                                 024 02 48.9
 RG0180:UTM  19      -  C 29 IBC                                 024 53 28.5
 RG0180
 RG0180|---------------------------------------------------------------------|
 RG0180| PID    Reference Object                     Distance      Geod. Az  |
 RG0180|                                                           dddmmss.s |
 RG0180| RG0179 C 29 IBC                            428.198 METERS 0240331.8 |
 RG0180| RG0178 S 28 IBC                            353.562 METERS 12052     |
 RG0180| RG0182 S 30 IBC                            306.727 METERS 28949     |
 RG0180| RG0181 REF MON C 30 IBC                    488.370 METERS 3310754.5 |
 RG0180|---------------------------------------------------------------------|
 RG0180
 RG0180                          SUPERSEDED SURVEY CONTROL
 RG0180
 RG0180  NAD 83(1992)-  46 21 27.88111(N)    070 09 00.71062(W) AD(       ) 3
 RG0180  NAD 83(1986)-  46 21 27.88872(N)    070 09 00.73506(W) AD(       ) 3
 RG0180  NAD 27      -  46 21 27.79600(N)    070 09 02.45200(W) AD(       ) 3
 RG0180
 RG0180.Superseded values are not recommended for survey control.
 RG0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0180.See file dsdata.txt to determine how the superseded data were derived.
 RG0180
 RG0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM1151334439(NAD 83)
 RG0180_MARKER: Z = SEE DESCRIPTION
 RG0180_SETTING: 0 = UNSPECIFIED SETTING
 RG0180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0180
 RG0180  HISTORY     - Date     Condition        Report By
 RG0180  HISTORY     - 1913     MONUMENTED       IBC
 RG0180  HISTORY     - 1964     GOOD             IBC
 RG0180
 RG0180                          STATION DESCRIPTION
 RG0180
 RG0180'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1913 (JBB)
 RG0180'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0180'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0180'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0180'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0180'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0180'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0180'THE POST.
 RG0180
 RG0180                          STATION RECOVERY (1964)
 RG0180
 RG0180'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1964
 RG0180'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0183 ***********************************************************************
 RG0183  DESIGNATION -  REF MON S 31 IBC
 RG0183  PID         -  RG0183
 RG0183  STATE/COUNTY-  ME/SOMERSET
 RG0183  USGS QUAD   -  HARDWOOD MOUNTAIN SW (1989)
 RG0183
 RG0183                         *CURRENT SURVEY CONTROL
 RG0183  ___________________________________________________________________
 RG0183* NAD 83(1996)-  46 21 27.32872(N)    070 09 34.84999(W)     ADJUSTED  
 RG0183* NAVD 88     -       365.     (meters)    1198.     (feet)  SCALED    
 RG0183  ___________________________________________________________________
 RG0183  LAPLACE CORR-           3.53  (seconds)                    DEFLEC99
 RG0183  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 RG0183
 RG0183  HORZ ORDER  -  THIRD
 RG0183
 RG0183.The horizontal coordinates were established by classical geodetic methods
 RG0183.and adjusted by the National Geodetic Survey in March 1998..
 RG0183
 RG0183.The orthometric height was scaled from a topographic map.
 RG0183
 RG0183.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0183
 RG0183.The geoid height was determined by GEOID03.
 RG0183
 RG0183;                    North         East     Units Scale Factor Converg.
 RG0183;SPC ME W     -   391,616.192   900,537.653   MT  0.99996667   +0 00 18.2
 RG0183;UTM  19      - 5,134,433.010   410,783.755   MT  0.99969784   -0 50 21.4
 RG0183
 RG0183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0183!SPC ME W     -   0.99994693  x   0.99996667  =   0.99991360
 RG0183!UTM  19      -   0.99994693  x   0.99969784  =   0.99964479
 RG0183
 RG0183                          SUPERSEDED SURVEY CONTROL
 RG0183
 RG0183  NAD 83(1992)-  46 21 27.33459(N)    070 09 34.83964(W) AD(       ) 3
 RG0183  NAD 83(1986)-  46 21 27.34226(N)    070 09 34.86439(W) AD(       ) 3
 RG0183  NAD 27      -  46 21 27.25100(N)    070 09 36.57800(W) AD(       ) 3
 RG0183
 RG0183.Superseded values are not recommended for survey control.
 RG0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0183.See file dsdata.txt to determine how the superseded data were derived.
 RG0183
 RG0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM1078434433(NAD 83)
 RG0183_MARKER: Z = SEE DESCRIPTION
 RG0183_SETTING: 0 = UNSPECIFIED SETTING
 RG0183_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0183
 RG0183  HISTORY     - Date     Condition        Report By
 RG0183  HISTORY     - 1913     MONUMENTED       IBC
 RG0183  HISTORY     - 1943     POOR             IBC
 RG0183  HISTORY     - 1964     GOOD             IBC
 RG0183
 RG0183                          STATION DESCRIPTION
 RG0183
 RG0183'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1913 (JBB)
 RG0183'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0183'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0183'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0183'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0183'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0183'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0183'THE POST.
 RG0183
 RG0183                          STATION RECOVERY (1943)
 RG0183
 RG0183'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1943
 RG0183'FOUND WITH TOP OF POST DISINTEGRATING.  THE POST WAS CHIPPED OUT TO A
 RG0183'DEPTH OF 1 INCH BELOW THE TOP OF THE BASE AND THE HOLE FILLED WITH
 RG0183'CEMENT.  THE CENTER WAS MARKED BY A COPPER TACK.
 RG0183
 RG0183                          STATION RECOVERY (1964)
 RG0183
 RG0183'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1964
 RG0183'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0185 ***********************************************************************
 RG0185  DESIGNATION -  REF MON S 32 IBC
 RG0185  PID         -  RG0185
 RG0185  STATE/COUNTY-  ME/SOMERSET
 RG0185  USGS QUAD   -  HARDWOOD MOUNTAIN SW (1989)
 RG0185
 RG0185                         *CURRENT SURVEY CONTROL
 RG0185  ___________________________________________________________________
 RG0185* NAD 83(1996)-  46 21 22.92496(N)    070 10 05.15136(W)     ADJUSTED  
 RG0185* NAVD 88     -       368.     (meters)    1207.     (feet)  SCALED    
 RG0185  ___________________________________________________________________
 RG0185  LAPLACE CORR-           3.57  (seconds)                    DEFLEC99
 RG0185  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 RG0185
 RG0185  HORZ ORDER  -  THIRD
 RG0185
 RG0185.The horizontal coordinates were established by classical geodetic methods
 RG0185.and adjusted by the National Geodetic Survey in March 1998..
 RG0185
 RG0185.The orthometric height was scaled from a topographic map.
 RG0185
 RG0185.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0185
 RG0185.The geoid height was determined by GEOID03.
 RG0185
 RG0185;                    North         East     Units Scale Factor Converg.
 RG0185;SPC ME W     -   391,480.197   899,889.873   MT  0.99996667   -0 00 03.7
 RG0185;UTM  19      - 5,134,306.610   410,134.215   MT  0.99969927   -0 50 43.2
 RG0185
 RG0185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0185!SPC ME W     -   0.99994646  x   0.99996667  =   0.99991313
 RG0185!UTM  19      -   0.99994646  x   0.99969927  =   0.99964575
 RG0185
 RG0185                          SUPERSEDED SURVEY CONTROL
 RG0185
 RG0185  NAD 83(1992)-  46 21 22.93027(N)    070 10 05.14177(W) AD(       ) 3
 RG0185  NAD 83(1986)-  46 21 22.93797(N)    070 10 05.16679(W) AD(       ) 3
 RG0185  NAD 27      -  46 21 22.84800(N)    070 10 06.87800(W) AD(       ) 3
 RG0185
 RG0185.Superseded values are not recommended for survey control.
 RG0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0185.See file dsdata.txt to determine how the superseded data were derived.
 RG0185
 RG0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM1013434307(NAD 83)
 RG0185_MARKER: Z = SEE DESCRIPTION
 RG0185_SETTING: 0 = UNSPECIFIED SETTING
 RG0185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0185
 RG0185  HISTORY     - Date     Condition        Report By
 RG0185  HISTORY     - 1913     MONUMENTED       IBC
 RG0185
 RG0185                          STATION DESCRIPTION
 RG0185
 RG0185'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1913 (JBB)
 RG0185'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0185'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0185'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0185'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0185'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0185'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0185'THE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0188 ***********************************************************************
 RG0188  DESIGNATION -  REF MON S 34 IBC
 RG0188  PID         -  RG0188
 RG0188  STATE/COUNTY-  ME/SOMERSET
 RG0188  USGS QUAD   -  HARDWOOD MOUNTAIN SW (1989)
 RG0188
 RG0188                         *CURRENT SURVEY CONTROL
 RG0188  ___________________________________________________________________
 RG0188* NAD 83(1996)-  46 21 16.49884(N)    070 10 26.48218(W)     ADJUSTED  
 RG0188* NAVD 88     -       365.     (meters)    1198.     (feet)  SCALED    
 RG0188  ___________________________________________________________________
 RG0188  LAPLACE CORR-           3.62  (seconds)                    DEFLEC99
 RG0188  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 RG0188
 RG0188  HORZ ORDER  -  THIRD
 RG0188
 RG0188.The horizontal coordinates were established by classical geodetic methods
 RG0188.and adjusted by the National Geodetic Survey in March 1998..
 RG0188
 RG0188.The orthometric height was scaled from a topographic map.
 RG0188
 RG0188.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0188
 RG0188.The geoid height was determined by GEOID03.
 RG0188
 RG0188;                    North         East     Units Scale Factor Converg.
 RG0188;SPC ME W     -   391,281.808   899,433.837   MT  0.99996667   -0 00 19.2
 RG0188;UTM  19      - 5,134,115.013   409,675.428   MT  0.99970029   -0 50 58.6
 RG0188
 RG0188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0188!SPC ME W     -   0.99994693  x   0.99996667  =   0.99991360
 RG0188!UTM  19      -   0.99994693  x   0.99970029  =   0.99964724
 RG0188
 RG0188                          SUPERSEDED SURVEY CONTROL
 RG0188
 RG0188  NAD 83(1992)-  46 21 16.50362(N)    070 10 26.47316(W) AD(       ) 3
 RG0188  NAD 83(1986)-  46 21 16.51131(N)    070 10 26.49836(W) AD(       ) 3
 RG0188  NAD 27      -  46 21 16.42300(N)    070 10 28.20800(W) AD(       ) 3
 RG0188
 RG0188.Superseded values are not recommended for survey control.
 RG0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0188.See file dsdata.txt to determine how the superseded data were derived.
 RG0188
 RG0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM0967534115(NAD 83)
 RG0188_MARKER: Z = SEE DESCRIPTION
 RG0188_SETTING: 0 = UNSPECIFIED SETTING
 RG0188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0188
 RG0188  HISTORY     - Date     Condition        Report By
 RG0188  HISTORY     - 1913     MONUMENTED       IBC
 RG0188  HISTORY     - 1964     GOOD             IBC
 RG0188
 RG0188                          STATION DESCRIPTION
 RG0188
 RG0188'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1913 (JBB)
 RG0188'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0188'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0188'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0188'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0188'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0188'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0188'THE POST.
 RG0188
 RG0188                          STATION RECOVERY (1964)
 RG0188
 RG0188'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1964
 RG0188'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0190 ***********************************************************************
 RG0190  DESIGNATION -  REF MON S 35 IBC
 RG0190  PID         -  RG0190
 RG0190  STATE/COUNTY-  ME/SOMERSET
 RG0190  USGS QUAD   -  HARDWOOD MOUNTAIN SW (1989)
 RG0190
 RG0190                         *CURRENT SURVEY CONTROL
 RG0190  ___________________________________________________________________
 RG0190* NAD 83(1996)-  46 21 04.26650(N)    070 10 48.70034(W)     ADJUSTED  
 RG0190* NAVD 88     -       371.     (meters)    1217.     (feet)  SCALED    
 RG0190  ___________________________________________________________________
 RG0190  LAPLACE CORR-           3.70  (seconds)                    DEFLEC99
 RG0190  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 RG0190
 RG0190  HORZ ORDER  -  THIRD
 RG0190
 RG0190.The horizontal coordinates were established by classical geodetic methods
 RG0190.and adjusted by the National Geodetic Survey in March 1998..
 RG0190
 RG0190.The orthometric height was scaled from a topographic map.
 RG0190
 RG0190.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0190
 RG0190.The geoid height was determined by GEOID03.
 RG0190
 RG0190;                    North         East     Units Scale Factor Converg.
 RG0190;SPC ME W     -   390,904.182   898,958.771   MT  0.99996668   -0 00 35.2
 RG0190;UTM  19      - 5,133,744.526   409,194.977   MT  0.99970136   -0 51 14.5
 RG0190
 RG0190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0190!SPC ME W     -   0.99994599  x   0.99996668  =   0.99991267
 RG0190!UTM  19      -   0.99994599  x   0.99970136  =   0.99964737
 RG0190
 RG0190                          SUPERSEDED SURVEY CONTROL
 RG0190
 RG0190  NAD 83(1992)-  46 21 04.27048(N)    070 10 48.69183(W) AD(       ) 3
 RG0190  NAD 83(1986)-  46 21 04.27813(N)    070 10 48.71724(W) AD(       ) 3
 RG0190  NAD 27      -  46 21 04.19200(N)    070 10 50.42500(W) AD(       ) 3
 RG0190
 RG0190.Superseded values are not recommended for survey control.
 RG0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0190.See file dsdata.txt to determine how the superseded data were derived.
 RG0190
 RG0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM0919533745(NAD 83)
 RG0190_MARKER: Z = SEE DESCRIPTION
 RG0190_SETTING: 0 = UNSPECIFIED SETTING
 RG0190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0190
 RG0190  HISTORY     - Date     Condition        Report By
 RG0190  HISTORY     - 1913     MONUMENTED       IBC
 RG0190  HISTORY     - 1964     GOOD             IBC
 RG0190
 RG0190                          STATION DESCRIPTION
 RG0190
 RG0190'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1913 (JBB)
 RG0190'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0190'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0190'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0190'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0190'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0190'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0190'THE POST.
 RG0190
 RG0190                          STATION RECOVERY (1964)
 RG0190
 RG0190'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1964
 RG0190'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0194 ***********************************************************************
 RG0194  DESIGNATION -  REF MON S 37 IBC
 RG0194  PID         -  RG0194
 RG0194  STATE/COUNTY-  ME/SOMERSET
 RG0194  USGS QUAD   -  HARDWOOD MOUNTAIN SW (1989)
 RG0194
 RG0194                         *CURRENT SURVEY CONTROL
 RG0194  ___________________________________________________________________
 RG0194* NAD 83(1996)-  46 20 50.14494(N)    070 11 22.37842(W)     ADJUSTED  
 RG0194* NAVD 88     -       374.     (meters)    1227.     (feet)  SCALED    
 RG0194  ___________________________________________________________________
 RG0194  LAPLACE CORR-           3.81  (seconds)                    DEFLEC99
 RG0194  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 RG0194
 RG0194  HORZ ORDER  -  THIRD
 RG0194
 RG0194.The horizontal coordinates were established by classical geodetic methods
 RG0194.and adjusted by the National Geodetic Survey in March 1998..
 RG0194
 RG0194.The orthometric height was scaled from a topographic map.
 RG0194
 RG0194.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0194
 RG0194.The geoid height was determined by GEOID03.
 RG0194
 RG0194;                    North         East     Units Scale Factor Converg.
 RG0194;SPC ME W     -   390,468.327   898,238.596   MT  0.99996670   -0 00 59.6
 RG0194;UTM  19      - 5,133,319.442   408,468.651   MT  0.99970298   -0 51 38.7
 RG0194
 RG0194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0194!SPC ME W     -   0.99994552  x   0.99996670  =   0.99991222
 RG0194!UTM  19      -   0.99994552  x   0.99970298  =   0.99964852
 RG0194
 RG0194                          SUPERSEDED SURVEY CONTROL
 RG0194
 RG0194  NAD 83(1992)-  46 20 50.14782(N)    070 11 22.37106(W) AD(       ) 3
 RG0194  NAD 83(1986)-  46 20 50.15544(N)    070 11 22.39673(W) AD(       ) 3
 RG0194  NAD 27      -  46 20 50.07200(N)    070 11 24.10100(W) AD(       ) 3
 RG0194
 RG0194.Superseded values are not recommended for survey control.
 RG0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0194.See file dsdata.txt to determine how the superseded data were derived.
 RG0194
 RG0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM0846933319(NAD 83)
 RG0194_MARKER: Z = SEE DESCRIPTION
 RG0194_SETTING: 0 = UNSPECIFIED SETTING
 RG0194_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0194
 RG0194  HISTORY     - Date     Condition        Report By
 RG0194  HISTORY     - 1914     MONUMENTED       IBC
 RG0194  HISTORY     - 1964     GOOD             IBC
 RG0194
 RG0194                          STATION DESCRIPTION
 RG0194
 RG0194'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (TF)
 RG0194'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0194'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0194'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0194'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0194'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0194'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0194'THE POST.
 RG0194
 RG0194                          STATION RECOVERY (1964)
 RG0194
 RG0194'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1964
 RG0194'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0197 ***********************************************************************
 RG0197  DESIGNATION -  REF MON S 39 IBC
 RG0197  PID         -  RG0197
 RG0197  STATE/COUNTY-  ME/SOMERSET
 RG0197  USGS QUAD   -  HARDWOOD MOUNTAIN SW (1989)
 RG0197
 RG0197                         *CURRENT SURVEY CONTROL
 RG0197  ___________________________________________________________________
 RG0197* NAD 83(1996)-  46 20 27.44725(N)    070 11 37.73533(W)     ADJUSTED  
 RG0197* NAVD 88     -       378.     (meters)    1240.     (feet)  SCALED    
 RG0197  ___________________________________________________________________
 RG0197  LAPLACE CORR-           4.03  (seconds)                    DEFLEC99
 RG0197  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 RG0197
 RG0197  HORZ ORDER  -  THIRD
 RG0197
 RG0197.The horizontal coordinates were established by classical geodetic methods
 RG0197.and adjusted by the National Geodetic Survey in March 1998..
 RG0197
 RG0197.The orthometric height was scaled from a topographic map.
 RG0197
 RG0197.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0197
 RG0197.The geoid height was determined by GEOID03.
 RG0197
 RG0197;                    North         East     Units Scale Factor Converg.
 RG0197;SPC ME W     -   389,767.612   897,909.996   MT  0.99996672   -0 01 10.7
 RG0197;UTM  19      - 5,132,623.827   408,129.853   MT  0.99970375   -0 51 49.5
 RG0197
 RG0197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0197!SPC ME W     -   0.99994489  x   0.99996672  =   0.99991162
 RG0197!UTM  19      -   0.99994489  x   0.99970375  =   0.99964866
 RG0197
 RG0197                          SUPERSEDED SURVEY CONTROL
 RG0197
 RG0197  NAD 83(1992)-  46 20 27.44879(N)    070 11 37.72813(W) AD(       ) 3
 RG0197  NAD 83(1986)-  46 20 27.45630(N)    070 11 37.75397(W) AD(       ) 3
 RG0197  NAD 27      -  46 20 27.37500(N)    070 11 39.45800(W) AD(       ) 3
 RG0197
 RG0197.Superseded values are not recommended for survey control.
 RG0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0197.See file dsdata.txt to determine how the superseded data were derived.
 RG0197
 RG0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM0813032624(NAD 83)
 RG0197_MARKER: Z = SEE DESCRIPTION
 RG0197_SETTING: 0 = UNSPECIFIED SETTING
 RG0197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0197
 RG0197  HISTORY     - Date     Condition        Report By
 RG0197  HISTORY     - 1914     MONUMENTED       IBC
 RG0197  HISTORY     - 1964     GOOD             IBC
 RG0197
 RG0197                          STATION DESCRIPTION
 RG0197
 RG0197'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (TF)
 RG0197'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0197'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0197'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0197'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0197'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0197'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0197'THE POST.
 RG0197
 RG0197                          STATION RECOVERY (1964)
 RG0197
 RG0197'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1964
 RG0197'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0202 ***********************************************************************
 RG0202  DESIGNATION -  REF MON S 41 IBC
 RG0202  PID         -  RG0202
 RG0202  STATE/COUNTY-  ME/SOMERSET
 RG0202  USGS QUAD   -  HARDWOOD MOUNTAIN SW (1989)
 RG0202
 RG0202                         *CURRENT SURVEY CONTROL
 RG0202  ___________________________________________________________________
 RG0202* NAD 83(1996)-  46 20 04.38606(N)    070 12 03.09015(W)     ADJUSTED  
 RG0202* NAVD 88     -       408.     (meters)    1339.     (feet)  SCALED    
 RG0202  ___________________________________________________________________
 RG0202  LAPLACE CORR-           4.12  (seconds)                    DEFLEC99
 RG0202  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 RG0202
 RG0202  HORZ ORDER  -  THIRD
 RG0202
 RG0202.The horizontal coordinates were established by classical geodetic methods
 RG0202.and adjusted by the National Geodetic Survey in March 1998..
 RG0202
 RG0202.The orthometric height was scaled from a topographic map.
 RG0202
 RG0202.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0202
 RG0202.The geoid height was determined by GEOID03.
 RG0202
 RG0202;                    North         East     Units Scale Factor Converg.
 RG0202;SPC ME W     -   389,055.781   897,367.493   MT  0.99996675   -0 01 29.0
 RG0202;UTM  19      - 5,131,920.250   407,577.068   MT  0.99970500   -0 52 07.5
 RG0202
 RG0202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0202!SPC ME W     -   0.99994019  x   0.99996675  =   0.99990695
 RG0202!UTM  19      -   0.99994019  x   0.99970500  =   0.99964521
 RG0202
 RG0202                          SUPERSEDED SURVEY CONTROL
 RG0202
 RG0202  NAD 83(1992)-  46 20 04.38614(N)    070 12 03.08366(W) AD(       ) 3
 RG0202  NAD 83(1986)-  46 20 04.39356(N)    070 12 03.10970(W) AD(       ) 3
 RG0202  NAD 27      -  46 20 04.31500(N)    070 12 04.81300(W) AD(       ) 3
 RG0202
 RG0202.Superseded values are not recommended for survey control.
 RG0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0202.See file dsdata.txt to determine how the superseded data were derived.
 RG0202
 RG0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM0757731920(NAD 83)
 RG0202_MARKER: Z = SEE DESCRIPTION
 RG0202_SETTING: 0 = UNSPECIFIED SETTING
 RG0202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0202
 RG0202  HISTORY     - Date     Condition        Report By
 RG0202  HISTORY     - 1914     MONUMENTED       IBC
 RG0202  HISTORY     - 1943     POOR             IBC
 RG0202  HISTORY     - 1964     GOOD             IBC
 RG0202
 RG0202                          STATION DESCRIPTION
 RG0202
 RG0202'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (TF)
 RG0202'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0202'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0202'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0202'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0202'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0202'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0202'THE POST.
 RG0202
 RG0202                          STATION RECOVERY (1943)
 RG0202
 RG0202'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1943
 RG0202'FOUND WITH TOP OF POST DISINTEGRATING.  THE POST WAS CHIPPED OUT TO A
 RG0202'DEPTH OF 1 INCH BELOW THE TOP OF THE BASE AND THE HOLE FILLED WITH
 RG0202'CEMENT.  THE CENTER WAS MARKED BY A COPPER TACK.
 RG0202
 RG0202                          STATION RECOVERY (1964)
 RG0202
 RG0202'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1964
 RG0202'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0218 ***********************************************************************
 RG0218  DESIGNATION -  REF MON S 43 IBC
 RG0218  PID         -  RG0218
 RG0218  STATE/COUNTY-  ME/SOMERSET
 RG0218  USGS QUAD   -  HARDWOOD MOUNTAIN SW (1989)
 RG0218
 RG0218                         *CURRENT SURVEY CONTROL
 RG0218  ___________________________________________________________________
 RG0218* NAD 83(1996)-  46 19 42.74126(N)    070 12 23.33625(W)     ADJUSTED  
 RG0218* NAVD 88     -       378.     (meters)    1240.     (feet)  SCALED    
 RG0218  ___________________________________________________________________
 RG0218  LAPLACE CORR-           4.15  (seconds)                    DEFLEC99
 RG0218  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 RG0218
 RG0218  HORZ ORDER  -  THIRD
 RG0218
 RG0218.The horizontal coordinates were established by classical geodetic methods
 RG0218.and adjusted by the National Geodetic Survey in March 1998..
 RG0218
 RG0218.The orthometric height was scaled from a topographic map.
 RG0218
 RG0218.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0218
 RG0218.The geoid height was determined by GEOID03.
 RG0218
 RG0218;                    North         East     Units Scale Factor Converg.
 RG0218;SPC ME W     -   388,387.676   896,934.158   MT  0.99996678   -0 01 43.7
 RG0218;UTM  19      - 5,131,258.772   407,134.054   MT  0.99970601   -0 52 21.8
 RG0218
 RG0218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0218!SPC ME W     -   0.99994490  x   0.99996678  =   0.99991168
 RG0218!UTM  19      -   0.99994490  x   0.99970601  =   0.99965092
 RG0218
 RG0218                          SUPERSEDED SURVEY CONTROL
 RG0218
 RG0218  NAD 83(1992)-  46 19 42.74009(N)    070 12 23.33022(W) AD(       ) 3
 RG0218  NAD 83(1986)-  46 19 42.74741(N)    070 12 23.35646(W) AD(       ) 3
 RG0218  NAD 27      -  46 19 42.67100(N)    070 12 25.05900(W) AD(       ) 3
 RG0218
 RG0218.Superseded values are not recommended for survey control.
 RG0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0218.See file dsdata.txt to determine how the superseded data were derived.
 RG0218
 RG0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM0713431259(NAD 83)
 RG0218_MARKER: Z = SEE DESCRIPTION
 RG0218_SETTING: 0 = UNSPECIFIED SETTING
 RG0218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0218
 RG0218  HISTORY     - Date     Condition        Report By
 RG0218  HISTORY     - 1914     MONUMENTED       IBC
 RG0218  HISTORY     - 1964     GOOD             IBC
 RG0218
 RG0218                          STATION DESCRIPTION
 RG0218
 RG0218'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (TF)
 RG0218'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0218'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0218'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0218'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0218'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0218'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0218'THE POST.
 RG0218
 RG0218                          STATION RECOVERY (1964)
 RG0218
 RG0218'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1964
 RG0218'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0215 ***********************************************************************
 RG0215  DESIGNATION -  REF MON S 45 IBC
 RG0215  PID         -  RG0215
 RG0215  STATE/COUNTY-  ME/SOMERSET
 RG0215  USGS QUAD   -  HARDWOOD MOUNTAIN SW (1989)
 RG0215
 RG0215                         *CURRENT SURVEY CONTROL
 RG0215  ___________________________________________________________________
 RG0215* NAD 83(1996)-  46 19 18.19133(N)    070 12 20.84783(W)     ADJUSTED  
 RG0215* NAVD 88     -       378.     (meters)    1240.     (feet)  SCALED    
 RG0215  ___________________________________________________________________
 RG0215  LAPLACE CORR-           4.25  (seconds)                    DEFLEC99
 RG0215  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 RG0215
 RG0215  HORZ ORDER  -  THIRD
 RG0215
 RG0215.The horizontal coordinates were established by classical geodetic methods
 RG0215.and adjusted by the National Geodetic Survey in March 1998..
 RG0215
 RG0215.The orthometric height was scaled from a topographic map.
 RG0215
 RG0215.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0215
 RG0215.The geoid height was determined by GEOID03.
 RG0215
 RG0215;                    North         East     Units Scale Factor Converg.
 RG0215;SPC ME W     -   387,629.643   896,987.009   MT  0.99996678   -0 01 41.9
 RG0215;UTM  19      - 5,130,500.241   407,175.724   MT  0.99970591   -0 52 19.7
 RG0215
 RG0215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0215!SPC ME W     -   0.99994489  x   0.99996678  =   0.99991168
 RG0215!UTM  19      -   0.99994489  x   0.99970591  =   0.99965082
 RG0215
 RG0215                          SUPERSEDED SURVEY CONTROL
 RG0215
 RG0215  NAD 83(1992)-  46 19 18.18921(N)    070 12 20.84117(W) AD(       ) 3
 RG0215  NAD 83(1986)-  46 19 18.19635(N)    070 12 20.86745(W) AD(       ) 3
 RG0215  NAD 27      -  46 19 18.12200(N)    070 12 22.57200(W) AD(       ) 3
 RG0215
 RG0215.Superseded values are not recommended for survey control.
 RG0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0215.See file dsdata.txt to determine how the superseded data were derived.
 RG0215
 RG0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM0717630500(NAD 83)
 RG0215_MARKER: Z = SEE DESCRIPTION
 RG0215_SETTING: 0 = UNSPECIFIED SETTING
 RG0215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0215
 RG0215  HISTORY     - Date     Condition        Report By
 RG0215  HISTORY     - 1914     MONUMENTED       IBC
 RG0215  HISTORY     - 1964     GOOD             IBC
 RG0215
 RG0215                          STATION DESCRIPTION
 RG0215
 RG0215'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (TF)
 RG0215'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0215'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0215'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0215'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0215'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0215'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0215'THE POST.
 RG0215
 RG0215                          STATION RECOVERY (1964)
 RG0215
 RG0215'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1964
 RG0215'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0203 ***********************************************************************
 RG0203  DESIGNATION -  REF MON S 49 IBC
 RG0203  PID         -  RG0203
 RG0203  STATE/COUNTY-  ME/SOMERSET
 RG0203  USGS QUAD   -  HARDWOOD MOUNTAIN SW (1989)
 RG0203
 RG0203                         *CURRENT SURVEY CONTROL
 RG0203  ___________________________________________________________________
 RG0203* NAD 83(1996)-  46 18 41.68491(N)    070 12 06.22176(W)     ADJUSTED  
 RG0203* NAVD 88     -       381.     (meters)    1250.     (feet)  SCALED    
 RG0203  ___________________________________________________________________
 RG0203  LAPLACE CORR-           4.43  (seconds)                    DEFLEC99
 RG0203  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 RG0203
 RG0203  HORZ ORDER  -  THIRD
 RG0203
 RG0203.The horizontal coordinates were established by classical geodetic methods
 RG0203.and adjusted by the National Geodetic Survey in March 1998..
 RG0203
 RG0203.The orthometric height was scaled from a topographic map.
 RG0203
 RG0203.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0203
 RG0203.The geoid height was determined by GEOID03.
 RG0203
 RG0203;                    North         East     Units Scale Factor Converg.
 RG0203;SPC ME W     -   386,502.322   897,299.388   MT  0.99996676   -0 01 31.3
 RG0203;UTM  19      - 5,129,368.738   407,471.392   MT  0.99970524   -0 52 08.5
 RG0203
 RG0203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0203!SPC ME W     -   0.99994442  x   0.99996676  =   0.99991118
 RG0203!UTM  19      -   0.99994442  x   0.99970524  =   0.99964968
 RG0203
 RG0203                          SUPERSEDED SURVEY CONTROL
 RG0203
 RG0203  NAD 83(1992)-  46 18 41.68176(N)    070 12 06.21394(W) AD(       ) 3
 RG0203  NAD 83(1986)-  46 18 41.68858(N)    070 12 06.24017(W) AD(       ) 3
 RG0203  NAD 27      -  46 18 41.61700(N)    070 12 07.95000(W) AD(       ) 3
 RG0203
 RG0203.Superseded values are not recommended for survey control.
 RG0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0203.See file dsdata.txt to determine how the superseded data were derived.
 RG0203
 RG0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM0747129369(NAD 83)
 RG0203_MARKER: Z = SEE DESCRIPTION
 RG0203_SETTING: 0 = UNSPECIFIED SETTING
 RG0203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0203
 RG0203  HISTORY     - Date     Condition        Report By
 RG0203  HISTORY     - 1914     MONUMENTED       IBC
 RG0203  HISTORY     - 1964     GOOD             IBC
 RG0203
 RG0203                          STATION DESCRIPTION
 RG0203
 RG0203'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (TF)
 RG0203'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0203'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0203'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0203'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0203'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0203'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0203'THE POST.
 RG0203
 RG0203                          STATION RECOVERY (1964)
 RG0203
 RG0203'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1964
 RG0203'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0207 ***********************************************************************
 RG0207  DESIGNATION -  REF MON S 50 IBC
 RG0207  PID         -  RG0207
 RG0207  STATE/COUNTY-  ME/SOMERSET
 RG0207  USGS QUAD   -  HARDWOOD MOUNTAIN SW (1989)
 RG0207
 RG0207                         *CURRENT SURVEY CONTROL
 RG0207  ___________________________________________________________________
 RG0207* NAD 83(1996)-  46 18 33.89223(N)    070 12 13.92745(W)     ADJUSTED  
 RG0207* NAVD 88     -       378.     (meters)    1240.     (feet)  SCALED    
 RG0207  ___________________________________________________________________
 RG0207  LAPLACE CORR-           4.42  (seconds)                    DEFLEC99
 RG0207  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 RG0207
 RG0207  HORZ ORDER  -  THIRD
 RG0207
 RG0207.The horizontal coordinates were established by classical geodetic methods
 RG0207.and adjusted by the National Geodetic Survey in March 1998..
 RG0207
 RG0207.The orthometric height was scaled from a topographic map.
 RG0207
 RG0207.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0207
 RG0207.The geoid height was determined by GEOID03.
 RG0207
 RG0207;                    North         East     Units Scale Factor Converg.
 RG0207;SPC ME W     -   386,261.790   897,134.406   MT  0.99996677   -0 01 36.8
 RG0207;UTM  19      - 5,129,130.724   407,302.930   MT  0.99970563   -0 52 14.0
 RG0207
 RG0207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0207!SPC ME W     -   0.99994489  x   0.99996677  =   0.99991166
 RG0207!UTM  19      -   0.99994489  x   0.99970563  =   0.99965054
 RG0207
 RG0207                          SUPERSEDED SURVEY CONTROL
 RG0207
 RG0207  NAD 83(1992)-  46 18 33.88882(N)    070 12 13.91968(W) AD(       ) 3
 RG0207  NAD 83(1986)-  46 18 33.89558(N)    070 12 13.94600(W) AD(       ) 3
 RG0207  NAD 27      -  46 18 33.82400(N)    070 12 15.65600(W) AD(       ) 3
 RG0207
 RG0207.Superseded values are not recommended for survey control.
 RG0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0207.See file dsdata.txt to determine how the superseded data were derived.
 RG0207
 RG0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM0730329131(NAD 83)
 RG0207_MARKER: Z = SEE DESCRIPTION
 RG0207_SETTING: 0 = UNSPECIFIED SETTING
 RG0207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0207
 RG0207  HISTORY     - Date     Condition        Report By
 RG0207  HISTORY     - 1914     MONUMENTED       IBC
 RG0207  HISTORY     - 1943     POOR             IBC
 RG0207  HISTORY     - 1965     GOOD             IBC
 RG0207
 RG0207                          STATION DESCRIPTION
 RG0207
 RG0207'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (TF)
 RG0207'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0207'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0207'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0207'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0207'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0207'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0207'THE POST.
 RG0207
 RG0207                          STATION RECOVERY (1943)
 RG0207
 RG0207'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1943
 RG0207'FOUND WITH TOP OF BASE DISINTEGRATING.  THE BASE WAS BUILT UP AND A
 RG0207'CEMENT CAP ADDED.
 RG0207
 RG0207                          STATION RECOVERY (1965)
 RG0207
 RG0207'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 RG0207'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0213 ***********************************************************************
 RG0213  DESIGNATION -  REF MON S 53 IBC
 RG0213  PID         -  RG0213
 RG0213  STATE/COUNTY-  ME/SOMERSET
 RG0213  USGS QUAD   -  HARDWOOD MOUNTAIN SW (1989)
 RG0213
 RG0213                         *CURRENT SURVEY CONTROL
 RG0213  ___________________________________________________________________
 RG0213* NAD 83(1996)-  46 17 57.15088(N)    070 12 19.46436(W)     ADJUSTED  
 RG0213* NAVD 88     -       378.     (meters)    1240.     (feet)  SCALED    
 RG0213  ___________________________________________________________________
 RG0213  LAPLACE CORR-           4.48  (seconds)                    DEFLEC99
 RG0213  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 RG0213
 RG0213  HORZ ORDER  -  THIRD
 RG0213
 RG0213.The horizontal coordinates were established by classical geodetic methods
 RG0213.and adjusted by the National Geodetic Survey in March 1998..
 RG0213
 RG0213.The orthometric height was scaled from a topographic map.
 RG0213
 RG0213.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0213
 RG0213.The geoid height was determined by GEOID03.
 RG0213
 RG0213;                    North         East     Units Scale Factor Converg.
 RG0213;SPC ME W     -   385,127.422   897,015.380   MT  0.99996678   -0 01 40.8
 RG0213;UTM  19      - 5,127,998.526   407,167.252   MT  0.99970593   -0 52 17.5
 RG0213
 RG0213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0213!SPC ME W     -   0.99994489  x   0.99996678  =   0.99991167
 RG0213!UTM  19      -   0.99994489  x   0.99970593  =   0.99965084
 RG0213
 RG0213                          SUPERSEDED SURVEY CONTROL
 RG0213
 RG0213  NAD 83(1992)-  46 17 57.14749(N)    070 12 19.45605(W) AD(       ) 3
 RG0213  NAD 83(1986)-  46 17 57.15378(N)    070 12 19.48249(W) AD(       ) 3
 RG0213  NAD 27      -  46 17 57.08300(N)    070 12 21.19400(W) AD(       ) 3
 RG0213
 RG0213.Superseded values are not recommended for survey control.
 RG0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0213.See file dsdata.txt to determine how the superseded data were derived.
 RG0213
 RG0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM0716727999(NAD 83)
 RG0213_MARKER: Z = SEE DESCRIPTION
 RG0213_SETTING: 0 = UNSPECIFIED SETTING
 RG0213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0213
 RG0213  HISTORY     - Date     Condition        Report By
 RG0213  HISTORY     - 1914     MONUMENTED       IBC
 RG0213  HISTORY     - 1965     GOOD             IBC
 RG0213
 RG0213                          STATION DESCRIPTION
 RG0213
 RG0213'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (TF)
 RG0213'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0213'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0213'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0213'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0213'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0213'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0213'THE POST.
 RG0213
 RG0213                          STATION RECOVERY (1965)
 RG0213
 RG0213'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 RG0213'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0232 ***********************************************************************
 RG0232  DESIGNATION -  REF MON S 56 IBC
 RG0232  PID         -  RG0232
 RG0232  STATE/COUNTY-  ME/SOMERSET
 RG0232  USGS QUAD   -  HARDWOOD MOUNTAIN SW (1989)
 RG0232
 RG0232                         *CURRENT SURVEY CONTROL
 RG0232  ___________________________________________________________________
 RG0232* NAD 83(1996)-  46 17 32.05633(N)    070 13 03.19180(W)     ADJUSTED  
 RG0232* NAVD 88     -       396.     (meters)    1299.     (feet)  SCALED    
 RG0232  ___________________________________________________________________
 RG0232  LAPLACE CORR-           4.60  (seconds)                    DEFLEC99
 RG0232  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 RG0232
 RG0232  HORZ ORDER  -  THIRD
 RG0232
 RG0232.The horizontal coordinates were established by classical geodetic methods
 RG0232.and adjusted by the National Geodetic Survey in March 1998..
 RG0232
 RG0232.The orthometric height was scaled from a topographic map.
 RG0232
 RG0232.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0232
 RG0232.The geoid height was determined by GEOID03.
 RG0232
 RG0232;                    North         East     Units Scale Factor Converg.
 RG0232;SPC ME W     -   384,353.133   896,079.090   MT  0.99996686   -0 02 12.4
 RG0232;UTM  19      - 5,127,238.302   406,219.911   MT  0.99970811   -0 52 48.7
 RG0232
 RG0232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0232!SPC ME W     -   0.99994207  x   0.99996686  =   0.99990893
 RG0232!UTM  19      -   0.99994207  x   0.99970811  =   0.99965020
 RG0232
 RG0232                          SUPERSEDED SURVEY CONTROL
 RG0232
 RG0232  NAD 83(1992)-  46 17 32.05265(N)    070 13 03.18283(W) AD(       ) 3
 RG0232  NAD 83(1986)-  46 17 32.05866(N)    070 13 03.20989(W) AD(       ) 3
 RG0232  NAD 27      -  46 17 31.98900(N)    070 13 04.91900(W) AD(       ) 3
 RG0232
 RG0232.Superseded values are not recommended for survey control.
 RG0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0232.See file dsdata.txt to determine how the superseded data were derived.
 RG0232
 RG0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM0622027238(NAD 83)
 RG0232_MARKER: Z = SEE DESCRIPTION
 RG0232_SETTING: 0 = UNSPECIFIED SETTING
 RG0232_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0232
 RG0232  HISTORY     - Date     Condition        Report By
 RG0232  HISTORY     - 1914     MONUMENTED       IBC
 RG0232  HISTORY     - 1965     GOOD             IBC
 RG0232
 RG0232                          STATION DESCRIPTION
 RG0232
 RG0232'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (TF)
 RG0232'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0232'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0232'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0232'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0232'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0232'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0232'THE POST.
 RG0232
 RG0232                          STATION RECOVERY (1965)
 RG0232
 RG0232'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 RG0232'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0237 ***********************************************************************
 RG0237  DESIGNATION -  REF MON S 58 IBC
 RG0237  PID         -  RG0237
 RG0237  STATE/COUNTY-  ME/SOMERSET
 RG0237  USGS QUAD   -  HARDWOOD MOUNTAIN SW (1989)
 RG0237
 RG0237                         *CURRENT SURVEY CONTROL
 RG0237  ___________________________________________________________________
 RG0237* NAD 83(1996)-  46 17 06.82764(N)    070 13 54.88282(W)     ADJUSTED  
 RG0237* NAVD 88     -       387.     (meters)    1270.     (feet)  SCALED    
 RG0237  ___________________________________________________________________
 RG0237  LAPLACE CORR-           4.66  (seconds)                    DEFLEC99
 RG0237  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 RG0237
 RG0237  HORZ ORDER  -  THIRD
 RG0237
 RG0237.The horizontal coordinates were established by classical geodetic methods
 RG0237.and adjusted by the National Geodetic Survey in March 1998..
 RG0237.No horizontal observational check was made to the station.
 RG0237
 RG0237.The orthometric height was scaled from a topographic map.
 RG0237
 RG0237.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0237
 RG0237.The geoid height was determined by GEOID03.
 RG0237
 RG0237;                    North         East     Units Scale Factor Converg.
 RG0237;SPC ME W     -   383,574.985   894,972.090   MT  0.99996698   -0 02 49.8
 RG0237;UTM  19      - 5,126,476.728   405,101.865   MT  0.99971070   -0 53 25.7
 RG0237
 RG0237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0237!SPC ME W     -   0.99994348  x   0.99996698  =   0.99991047
 RG0237!UTM  19      -   0.99994348  x   0.99971070  =   0.99965420
 RG0237
 RG0237                          SUPERSEDED SURVEY CONTROL
 RG0237
 RG0237  NAD 83(1992)-  46 17 06.82407(N)    070 13 54.87296(W) AD(       ) 3
 RG0237  NAD 83(1986)-  46 17 06.83015(N)    070 13 54.90038(W) AD(       ) 3
 RG0237  NAD 27      -  46 17 06.75900(N)    070 13 56.61000(W) AD(       ) 3
 RG0237
 RG0237.Superseded values are not recommended for survey control.
 RG0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0237.See file dsdata.txt to determine how the superseded data were derived.
 RG0237
 RG0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM0510226477(NAD 83)
 RG0237_MARKER: Z = SEE DESCRIPTION
 RG0237_SETTING: 0 = UNSPECIFIED SETTING
 RG0237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0237
 RG0237  HISTORY     - Date     Condition        Report By
 RG0237  HISTORY     - 1914     MONUMENTED       IBC
 RG0237  HISTORY     - 1965     GOOD             IBC
 RG0237
 RG0237                          STATION DESCRIPTION
 RG0237
 RG0237'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (TF)
 RG0237'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0237'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0237'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0237'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0237'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0237'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0237'THE POST.
 RG0237
 RG0237                          STATION RECOVERY (1965)
 RG0237
 RG0237'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 RG0237'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0240 ***********************************************************************
 RG0240  DESIGNATION -  REF MON S 59 IBC
 RG0240  PID         -  RG0240
 RG0240  STATE/COUNTY-  ME/SOMERSET
 RG0240  USGS QUAD   -  HARDWOOD MOUNTAIN SW (1989)
 RG0240
 RG0240                         *CURRENT SURVEY CONTROL
 RG0240  ___________________________________________________________________
 RG0240* NAD 83(1996)-  46 16 30.80955(N)    070 14 18.44437(W)     ADJUSTED  
 RG0240* NAVD 88     -       384.     (meters)    1260.     (feet)  SCALED    
 RG0240  ___________________________________________________________________
 RG0240  LAPLACE CORR-           4.81  (seconds)                    DEFLEC99
 RG0240  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 RG0240
 RG0240  HORZ ORDER  -  THIRD
 RG0240
 RG0240.The horizontal coordinates were established by classical geodetic methods
 RG0240.and adjusted by the National Geodetic Survey in March 1998..
 RG0240.No horizontal observational check was made to the station.
 RG0240
 RG0240.The orthometric height was scaled from a topographic map.
 RG0240
 RG0240.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0240
 RG0240.The geoid height was determined by GEOID03.
 RG0240
 RG0240;                    North         East     Units Scale Factor Converg.
 RG0240;SPC ME W     -   382,463.331   894,466.723   MT  0.99996704   -0 03 06.8
 RG0240;UTM  19      - 5,125,372.915   404,580.327   MT  0.99971192   -0 53 42.2
 RG0240
 RG0240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0240!SPC ME W     -   0.99994395  x   0.99996704  =   0.99991100
 RG0240!UTM  19      -   0.99994395  x   0.99971192  =   0.99965589
 RG0240
 RG0240                          SUPERSEDED SURVEY CONTROL
 RG0240
 RG0240  NAD 83(1992)-  46 16 30.80640(N)    070 14 18.43366(W) AD(       ) 3
 RG0240  NAD 83(1986)-  46 16 30.81243(N)    070 14 18.46118(W) AD(       ) 3
 RG0240  NAD 27      -  46 16 30.74000(N)    070 14 20.17300(W) AD(       ) 3
 RG0240
 RG0240.Superseded values are not recommended for survey control.
 RG0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0240.See file dsdata.txt to determine how the superseded data were derived.
 RG0240
 RG0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM0458025373(NAD 83)
 RG0240_MARKER: Z = SEE DESCRIPTION
 RG0240_SETTING: 0 = UNSPECIFIED SETTING
 RG0240_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0240
 RG0240  HISTORY     - Date     Condition        Report By
 RG0240  HISTORY     - 1914     MONUMENTED       IBC
 RG0240  HISTORY     - 1965     GOOD             IBC
 RG0240
 RG0240                          STATION DESCRIPTION
 RG0240
 RG0240'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (TF)
 RG0240'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0240'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0240'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0240'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0240'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0240'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0240'THE POST.
 RG0240
 RG0240                          STATION RECOVERY (1965)
 RG0240
 RG0240'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 RG0240'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0242 ***********************************************************************
 RG0242  DESIGNATION -  REF MON S 60 IBC
 RG0242  PID         -  RG0242
 RG0242  STATE/COUNTY-  ME/SOMERSET
 RG0242  USGS QUAD   -  HARDWOOD MOUNTAIN SW (1989)
 RG0242
 RG0242                         *CURRENT SURVEY CONTROL
 RG0242  ___________________________________________________________________
 RG0242* NAD 83(1996)-  46 16 10.39204(N)    070 14 38.92668(W)     ADJUSTED  
 RG0242* NAVD 88     -       382.     (meters)    1253.     (feet)  SCALED    
 RG0242  ___________________________________________________________________
 RG0242  LAPLACE CORR-           4.80  (seconds)                    DEFLEC99
 RG0242  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 RG0242
 RG0242  HORZ ORDER  -  THIRD
 RG0242
 RG0242.The horizontal coordinates were established by classical geodetic methods
 RG0242.and adjusted by the National Geodetic Survey in March 1998..
 RG0242.No horizontal observational check was made to the station.
 RG0242
 RG0242.The orthometric height was scaled from a topographic map.
 RG0242
 RG0242.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0242
 RG0242.The geoid height was determined by GEOID03.
 RG0242
 RG0242;                    North         East     Units Scale Factor Converg.
 RG0242;SPC ME W     -   381,833.337   894,027.583   MT  0.99996710   -0 03 21.6
 RG0242;UTM  19      - 5,124,749.610   404,132.077   MT  0.99971298   -0 53 56.7
 RG0242
 RG0242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0242!SPC ME W     -   0.99994427  x   0.99996710  =   0.99991137
 RG0242!UTM  19      -   0.99994427  x   0.99971298  =   0.99965726
 RG0242
 RG0242                          SUPERSEDED SURVEY CONTROL
 RG0242
 RG0242  NAD 83(1992)-  46 16 10.38909(N)    070 14 38.91538(W) AD(       ) 3
 RG0242  NAD 83(1986)-  46 16 10.39509(N)    070 14 38.94298(W) AD(       ) 3
 RG0242  NAD 27      -  46 16 10.32200(N)    070 14 40.65600(W) AD(       ) 3
 RG0242
 RG0242.Superseded values are not recommended for survey control.
 RG0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0242.See file dsdata.txt to determine how the superseded data were derived.
 RG0242
 RG0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM0413224750(NAD 83)
 RG0242_MARKER: Z = SEE DESCRIPTION
 RG0242_SETTING: 0 = UNSPECIFIED SETTING
 RG0242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0242
 RG0242  HISTORY     - Date     Condition        Report By
 RG0242  HISTORY     - 1914     MONUMENTED       IBC
 RG0242  HISTORY     - 1965     GOOD             IBC
 RG0242
 RG0242                          STATION DESCRIPTION
 RG0242
 RG0242'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (TF)
 RG0242'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0242'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0242'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0242'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0242'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0242'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0242'THE POST.
 RG0242
 RG0242                          STATION RECOVERY (1965)
 RG0242
 RG0242'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 RG0242'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0339 ***********************************************************************
 RG0339  DESIGNATION -  REF MON S 61 IBC
 RG0339  PID         -  RG0339
 RG0339  STATE/COUNTY-  ME/SOMERSET
 RG0339  USGS QUAD   -  HURRICANE POND (1989)
 RG0339
 RG0339                         *CURRENT SURVEY CONTROL
 RG0339  ___________________________________________________________________
 RG0339* NAD 83(1996)-  46 15 36.24337(N)    070 15 04.58172(W)     ADJUSTED  
 RG0339* NAVD 88     -       383.     (meters)    1257.     (feet)  SCALED    
 RG0339  ___________________________________________________________________
 RG0339  LAPLACE CORR-           4.87  (seconds)                    DEFLEC99
 RG0339  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 RG0339
 RG0339  HORZ ORDER  -  THIRD
 RG0339
 RG0339.The horizontal coordinates were established by classical geodetic methods
 RG0339.and adjusted by the National Geodetic Survey in March 1998..
 RG0339.No horizontal observational check was made to the station.
 RG0339
 RG0339.The orthometric height was scaled from a topographic map.
 RG0339
 RG0339.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0339
 RG0339.The geoid height was determined by GEOID03.
 RG0339
 RG0339;                    North         East     Units Scale Factor Converg.
 RG0339;SPC ME W     -   380,779.532   893,477.128   MT  0.99996719   -0 03 40.1
 RG0339;UTM  19      - 5,123,704.283   403,566.321   MT  0.99971431   -0 54 14.7
 RG0339
 RG0339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0339!SPC ME W     -   0.99994411  x   0.99996719  =   0.99991130
 RG0339!UTM  19      -   0.99994411  x   0.99971431  =   0.99965844
 RG0339
 RG0339                          SUPERSEDED SURVEY CONTROL
 RG0339
 RG0339  NAD 83(1992)-  46 15 36.24082(N)    070 15 04.56961(W) AD(       ) 3
 RG0339  NAD 83(1986)-  46 15 36.24678(N)    070 15 04.59731(W) AD(       ) 3
 RG0339  NAD 27      -  46 15 36.17300(N)    070 15 06.31200(W) AD(       ) 3
 RG0339
 RG0339.Superseded values are not recommended for survey control.
 RG0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0339.See file dsdata.txt to determine how the superseded data were derived.
 RG0339
 RG0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM0356623704(NAD 83)
 RG0339_MARKER: Z = SEE DESCRIPTION
 RG0339_SETTING: 0 = UNSPECIFIED SETTING
 RG0339_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0339
 RG0339  HISTORY     - Date     Condition        Report By
 RG0339  HISTORY     - 1914     MONUMENTED       IBC
 RG0339  HISTORY     - 1965     GOOD             IBC
 RG0339
 RG0339                          STATION DESCRIPTION
 RG0339
 RG0339'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (TF)
 RG0339'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0339'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0339'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0339'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0339'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0339'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0339'THE POST.
 RG0339
 RG0339                          STATION RECOVERY (1965)
 RG0339
 RG0339'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 RG0339'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0340 ***********************************************************************
 RG0340  DESIGNATION -  REF MON S 62 IBC
 RG0340  PID         -  RG0340
 RG0340  STATE/COUNTY-  ME/SOMERSET
 RG0340  USGS QUAD   -  HURRICANE POND (1989)
 RG0340
 RG0340                         *CURRENT SURVEY CONTROL
 RG0340  ___________________________________________________________________
 RG0340* NAD 83(1996)-  46 15 18.93862(N)    070 15 08.90020(W)     ADJUSTED  
 RG0340* NAVD 88     -       390.     (meters)    1280.     (feet)  SCALED    
 RG0340  ___________________________________________________________________
 RG0340  LAPLACE CORR-           4.97  (seconds)                    DEFLEC99
 RG0340  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 RG0340
 RG0340  HORZ ORDER  -  THIRD
 RG0340
 RG0340.The horizontal coordinates were established by classical geodetic methods
 RG0340.and adjusted by the National Geodetic Survey in March 1998..
 RG0340
 RG0340.The orthometric height was scaled from a topographic map.
 RG0340
 RG0340.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0340
 RG0340.The geoid height was determined by GEOID03.
 RG0340
 RG0340;                    North         East     Units Scale Factor Converg.
 RG0340;SPC ME W     -   380,245.334   893,384.066   MT  0.99996720   -0 03 43.2
 RG0340;UTM  19      - 5,123,171.647   403,465.436   MT  0.99971455   -0 54 17.6
 RG0340
 RG0340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0340!SPC ME W     -   0.99994301  x   0.99996720  =   0.99991022
 RG0340!UTM  19      -   0.99994301  x   0.99971455  =   0.99965758
 RG0340
 RG0340                          SUPERSEDED SURVEY CONTROL
 RG0340
 RG0340  NAD 83(1992)-  46 15 18.93633(N)    070 15 08.88783(W) AD(       ) 3
 RG0340  NAD 83(1986)-  46 15 18.94226(N)    070 15 08.91556(W) AD(       ) 3
 RG0340  NAD 27      -  46 15 18.86700(N)    070 15 10.63100(W) AD(       ) 3
 RG0340
 RG0340.Superseded values are not recommended for survey control.
 RG0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0340.See file dsdata.txt to determine how the superseded data were derived.
 RG0340
 RG0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM0346523172(NAD 83)
 RG0340_MARKER: Z = SEE DESCRIPTION
 RG0340_SETTING: 0 = UNSPECIFIED SETTING
 RG0340_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0340
 RG0340  HISTORY     - Date     Condition        Report By
 RG0340  HISTORY     - 1914     MONUMENTED       IBC
 RG0340
 RG0340                          STATION DESCRIPTION
 RG0340
 RG0340'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (TF)
 RG0340'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0340'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0340'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0340'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0340'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0340'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0340'THE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0338 ***********************************************************************
 RG0338  DESIGNATION -  REF MON S 63 IBC
 RG0338  PID         -  RG0338
 RG0338  STATE/COUNTY-  ME/SOMERSET
 RG0338  USGS QUAD   -  HURRICANE POND (1989)
 RG0338
 RG0338                         *CURRENT SURVEY CONTROL
 RG0338  ___________________________________________________________________
 RG0338* NAD 83(1996)-  46 15 07.94649(N)    070 15 04.28541(W)     ADJUSTED  
 RG0338* NAVD 88     -       391.     (meters)    1283.     (feet)  SCALED    
 RG0338  ___________________________________________________________________
 RG0338  LAPLACE CORR-           5.07  (seconds)                    DEFLEC99
 RG0338  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 RG0338
 RG0338  HORZ ORDER  -  THIRD
 RG0338
 RG0338.The horizontal coordinates were established by classical geodetic methods
 RG0338.and adjusted by the National Geodetic Survey in March 1998..
 RG0338
 RG0338.The orthometric height was scaled from a topographic map.
 RG0338
 RG0338.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0338
 RG0338.The geoid height was determined by GEOID03.
 RG0338
 RG0338;                    North         East     Units Scale Factor Converg.
 RG0338;SPC ME W     -   379,905.838   893,482.543   MT  0.99996719   -0 03 39.8
 RG0338;UTM  19      - 5,122,830.825   403,558.884   MT  0.99971433   -0 54 14.1
 RG0338
 RG0338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0338!SPC ME W     -   0.99994286  x   0.99996719  =   0.99991005
 RG0338!UTM  19      -   0.99994286  x   0.99971433  =   0.99965720
 RG0338
 RG0338                          SUPERSEDED SURVEY CONTROL
 RG0338
 RG0338  NAD 83(1992)-  46 15 07.94438(N)    070 15 04.27299(W) AD(       ) 3
 RG0338  NAD 83(1986)-  46 15 07.95026(N)    070 15 04.30074(W) AD(       ) 3
 RG0338  NAD 27      -  46 15 07.87500(N)    070 15 06.01600(W) AD(       ) 3
 RG0338
 RG0338.Superseded values are not recommended for survey control.
 RG0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0338.See file dsdata.txt to determine how the superseded data were derived.
 RG0338
 RG0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM0355922831(NAD 83)
 RG0338_MARKER: Z = SEE DESCRIPTION
 RG0338_SETTING: 0 = UNSPECIFIED SETTING
 RG0338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0338
 RG0338  HISTORY     - Date     Condition        Report By
 RG0338  HISTORY     - 1914     MONUMENTED       IBC
 RG0338  HISTORY     - 1965     GOOD             IBC
 RG0338
 RG0338                          STATION DESCRIPTION
 RG0338
 RG0338'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (TF)
 RG0338'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0338'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0338'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0338'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0338'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0338'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0338'THE POST.
 RG0338
 RG0338                          STATION RECOVERY (1965)
 RG0338
 RG0338'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 RG0338'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0262 ***********************************************************************
 RG0262  DESIGNATION -  REF MON S 64 IBC
 RG0262  PID         -  RG0262
 RG0262  STATE/COUNTY-  ME/SOMERSET
 RG0262  USGS QUAD   -  ST ZACHARIE NORTH (1989)
 RG0262
 RG0262                         *CURRENT SURVEY CONTROL
 RG0262  ___________________________________________________________________
 RG0262* NAD 83(1996)-  46 14 48.02139(N)    070 14 59.82858(W)     ADJUSTED  
 RG0262* NAVD 88     -       390.     (meters)    1280.     (feet)  SCALED    
 RG0262  ___________________________________________________________________
 RG0262  LAPLACE CORR-           5.22  (seconds)                    DEFLEC99
 RG0262  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 RG0262
 RG0262  HORZ ORDER  -  THIRD
 RG0262
 RG0262.The horizontal coordinates were established by classical geodetic methods
 RG0262.and adjusted by the National Geodetic Survey in March 1998..
 RG0262.No horizontal observational check was made to the station.
 RG0262
 RG0262.The orthometric height was scaled from a topographic map.
 RG0262
 RG0262.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0262
 RG0262.The geoid height was determined by GEOID03.
 RG0262
 RG0262;                    North         East     Units Scale Factor Converg.
 RG0262;SPC ME W     -   379,290.536   893,577.357   MT  0.99996717   -0 03 36.6
 RG0262;UTM  19      - 5,122,214.351   403,644.616   MT  0.99971413   -0 54 10.6
 RG0262
 RG0262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0262!SPC ME W     -   0.99994301  x   0.99996717  =   0.99991018
 RG0262!UTM  19      -   0.99994301  x   0.99971413  =   0.99965716
 RG0262
 RG0262                          SUPERSEDED SURVEY CONTROL
 RG0262
 RG0262  NAD 83(1992)-  46 14 48.01963(N)    070 14 59.81604(W) AD(       ) 3
 RG0262  NAD 83(1986)-  46 14 48.02547(N)    070 14 59.84379(W) AD(       ) 3
 RG0262  NAD 27      -  46 14 47.94900(N)    070 15 01.56100(W) AD(       ) 3
 RG0262
 RG0262.Superseded values are not recommended for survey control.
 RG0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0262.See file dsdata.txt to determine how the superseded data were derived.
 RG0262
 RG0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM0364522214(NAD 83)
 RG0262_MARKER: Z = SEE DESCRIPTION
 RG0262_SETTING: 0 = UNSPECIFIED SETTING
 RG0262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0262
 RG0262  HISTORY     - Date     Condition        Report By
 RG0262  HISTORY     - 1914     MONUMENTED       IBC
 RG0262  HISTORY     - 1965     GOOD             IBC
 RG0262
 RG0262                          STATION DESCRIPTION
 RG0262
 RG0262'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (TF)
 RG0262'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0262'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0262'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0262'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0262'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0262'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0262'THE POST.
 RG0262
 RG0262                          STATION RECOVERY (1965)
 RG0262
 RG0262'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 RG0262'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0265 ***********************************************************************
 RG0265  DESIGNATION -  REF MON S 65 IBC
 RG0265  PID         -  RG0265
 RG0265  STATE/COUNTY-  ME/SOMERSET
 RG0265  USGS QUAD   -  ST ZACHARIE NORTH (1989)
 RG0265
 RG0265                         *CURRENT SURVEY CONTROL
 RG0265  ___________________________________________________________________
 RG0265* NAD 83(1996)-  46 14 12.70389(N)    070 15 27.46872(W)     ADJUSTED  
 RG0265* NAVD 88     -       388.     (meters)    1273.     (feet)  SCALED    
 RG0265  ___________________________________________________________________
 RG0265  LAPLACE CORR-           5.32  (seconds)                    DEFLEC99
 RG0265  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 RG0265
 RG0265  HORZ ORDER  -  THIRD
 RG0265
 RG0265.The horizontal coordinates were established by classical geodetic methods
 RG0265.and adjusted by the National Geodetic Survey in March 1998..
 RG0265.No horizontal observational check was made to the station.
 RG0265
 RG0265.The orthometric height was scaled from a topographic map.
 RG0265
 RG0265.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0265
 RG0265.The geoid height was determined by GEOID03.
 RG0265
 RG0265;                    North         East     Units Scale Factor Converg.
 RG0265;SPC ME W     -   378,200.736   892,984.026   MT  0.99996727   -0 03 56.5
 RG0265;UTM  19      - 5,121,133.668   403,035.474   MT  0.99971558   -0 54 30.0
 RG0265
 RG0265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0265!SPC ME W     -   0.99994333  x   0.99996727  =   0.99991060
 RG0265!UTM  19      -   0.99994333  x   0.99971558  =   0.99965892
 RG0265
 RG0265                          SUPERSEDED SURVEY CONTROL
 RG0265
 RG0265  NAD 83(1992)-  46 14 12.70255(N)    070 15 27.45554(W) AD(       ) 3
 RG0265  NAD 83(1986)-  46 14 12.70833(N)    070 15 27.48336(W) AD(       ) 3
 RG0265  NAD 27      -  46 14 12.63100(N)    070 15 29.20300(W) AD(       ) 3
 RG0265
 RG0265.Superseded values are not recommended for survey control.
 RG0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0265.See file dsdata.txt to determine how the superseded data were derived.
 RG0265
 RG0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM0303521134(NAD 83)
 RG0265_MARKER: Z = SEE DESCRIPTION
 RG0265_SETTING: 0 = UNSPECIFIED SETTING
 RG0265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0265
 RG0265  HISTORY     - Date     Condition        Report By
 RG0265  HISTORY     - 1914     MONUMENTED       IBC
 RG0265  HISTORY     - 1965     GOOD             IBC
 RG0265
 RG0265                          STATION DESCRIPTION
 RG0265
 RG0265'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (TF)
 RG0265'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0265'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0265'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0265'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0265'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0265'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0265'THE POST.
 RG0265
 RG0265                          STATION RECOVERY (1965)
 RG0265
 RG0265'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 RG0265'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0271 ***********************************************************************
 RG0271  DESIGNATION -  REF MON S 66 IBC
 RG0271  PID         -  RG0271
 RG0271  STATE/COUNTY-  ME/SOMERSET
 RG0271  USGS QUAD   -  ST ZACHARIE NORTH (1989)
 RG0271
 RG0271                         *CURRENT SURVEY CONTROL
 RG0271  ___________________________________________________________________
 RG0271* NAD 83(1996)-  46 13 29.19881(N)    070 15 48.34641(W)     ADJUSTED  
 RG0271* NAVD 88     -       394.     (meters)    1293.     (feet)  SCALED    
 RG0271  ___________________________________________________________________
 RG0271  LAPLACE CORR-           5.51  (seconds)                    DEFLEC99
 RG0271  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 RG0271
 RG0271  HORZ ORDER  -  THIRD
 RG0271
 RG0271.The horizontal coordinates were established by classical geodetic methods
 RG0271.and adjusted by the National Geodetic Survey in March 1998..
 RG0271.No horizontal observational check was made to the station.
 RG0271
 RG0271.The orthometric height was scaled from a topographic map.
 RG0271
 RG0271.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0271
 RG0271.The geoid height was determined by GEOID03.
 RG0271
 RG0271;                    North         East     Units Scale Factor Converg.
 RG0271;SPC ME W     -   376,858.020   892,535.086   MT  0.99996735   -0 04 11.5
 RG0271;UTM  19      - 5,119,798.034   402,566.956   MT  0.99971670   -0 54 44.4
 RG0271
 RG0271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0271!SPC ME W     -   0.99994239  x   0.99996735  =   0.99990974
 RG0271!UTM  19      -   0.99994239  x   0.99971670  =   0.99965910
 RG0271
 RG0271                          SUPERSEDED SURVEY CONTROL
 RG0271
 RG0271  NAD 83(1992)-  46 13 29.19812(N)    070 15 48.33271(W) AD(       ) 3
 RG0271  NAD 83(1986)-  46 13 29.20382(N)    070 15 48.36059(W) AD(       ) 3
 RG0271  NAD 27      -  46 13 29.12500(N)    070 15 50.08200(W) AD(       ) 3
 RG0271
 RG0271.Superseded values are not recommended for survey control.
 RG0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0271.See file dsdata.txt to determine how the superseded data were derived.
 RG0271
 RG0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM0256719798(NAD 83)
 RG0271_MARKER: Z = SEE DESCRIPTION
 RG0271_SETTING: 0 = UNSPECIFIED SETTING
 RG0271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0271
 RG0271  HISTORY     - Date     Condition        Report By
 RG0271  HISTORY     - 1914     MONUMENTED       IBC
 RG0271  HISTORY     - 1965     GOOD             IBC
 RG0271
 RG0271                          STATION DESCRIPTION
 RG0271
 RG0271'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (TF)
 RG0271'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0271'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0271'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0271'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0271'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0271'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0271'THE POST.
 RG0271
 RG0271                          STATION RECOVERY (1965)
 RG0271
 RG0271'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 RG0271'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0276 ***********************************************************************
 RG0276  DESIGNATION -  REF MON S 67 IBC
 RG0276  PID         -  RG0276
 RG0276  STATE/COUNTY-  ME/SOMERSET
 RG0276  USGS QUAD   -  ST ZACHARIE NORTH (1989)
 RG0276
 RG0276                         *CURRENT SURVEY CONTROL
 RG0276  ___________________________________________________________________
 RG0276* NAD 83(1996)-  46 12 33.13795(N)    070 16 16.55081(W)     ADJUSTED  
 RG0276* NAVD 88     -       395.     (meters)    1296.     (feet)  SCALED    
 RG0276  ___________________________________________________________________
 RG0276  LAPLACE CORR-           5.64  (seconds)                    DEFLEC99
 RG0276  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 RG0276
 RG0276  HORZ ORDER  -  THIRD
 RG0276
 RG0276.The horizontal coordinates were established by classical geodetic methods
 RG0276.and adjusted by the National Geodetic Survey in March 1998..
 RG0276.No horizontal observational check was made to the station.
 RG0276
 RG0276.The orthometric height was scaled from a topographic map.
 RG0276
 RG0276.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0276
 RG0276.The geoid height was determined by GEOID03.
 RG0276
 RG0276;                    North         East     Units Scale Factor Converg.
 RG0276;SPC ME W     -   375,127.879   891,928.397   MT  0.99996747   -0 04 31.8
 RG0276;UTM  19      - 5,118,077.430   401,935.054   MT  0.99971822   -0 55 03.9
 RG0276
 RG0276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0276!SPC ME W     -   0.99994223  x   0.99996747  =   0.99990970
 RG0276!UTM  19      -   0.99994223  x   0.99971822  =   0.99966046
 RG0276
 RG0276                          SUPERSEDED SURVEY CONTROL
 RG0276
 RG0276  NAD 83(1992)-  46 12 33.13810(N)    070 16 16.53648(W) AD(       ) 3
 RG0276  NAD 83(1986)-  46 12 33.14369(N)    070 16 16.56443(W) AD(       ) 3
 RG0276  NAD 27      -  46 12 33.06300(N)    070 16 18.28800(W) AD(       ) 3
 RG0276
 RG0276.Superseded values are not recommended for survey control.
 RG0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0276.See file dsdata.txt to determine how the superseded data were derived.
 RG0276
 RG0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM0193518077(NAD 83)
 RG0276_MARKER: Z = SEE DESCRIPTION
 RG0276_SETTING: 0 = UNSPECIFIED SETTING
 RG0276_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0276
 RG0276  HISTORY     - Date     Condition        Report By
 RG0276  HISTORY     - 1914     MONUMENTED       IBC
 RG0276  HISTORY     - 1965     GOOD             IBC
 RG0276
 RG0276                          STATION DESCRIPTION
 RG0276
 RG0276'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (TF)
 RG0276'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0276'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0276'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0276'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0276'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0276'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0276'THE POST.
 RG0276
 RG0276                          STATION RECOVERY (1965)
 RG0276
 RG0276'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 RG0276'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0279 ***********************************************************************
 RG0279  DESIGNATION -  REF MON S 68 IBC
 RG0279  PID         -  RG0279
 RG0279  STATE/COUNTY-  ME/SOMERSET
 RG0279  USGS QUAD   -  ST ZACHARIE NORTH (1989)
 RG0279
 RG0279                         *CURRENT SURVEY CONTROL
 RG0279  ___________________________________________________________________
 RG0279* NAD 83(1996)-  46 11 58.36808(N)    070 16 49.12730(W)     ADJUSTED  
 RG0279* NAVD 88     -       402.     (meters)    1319.     (feet)  SCALED    
 RG0279  ___________________________________________________________________
 RG0279  LAPLACE CORR-           5.45  (seconds)                    DEFLEC99
 RG0279  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 RG0279
 RG0279  HORZ ORDER  -  THIRD
 RG0279
 RG0279.The horizontal coordinates were established by classical geodetic methods
 RG0279.and adjusted by the National Geodetic Survey in March 1998..
 RG0279.No horizontal observational check was made to the station.
 RG0279
 RG0279.The orthometric height was scaled from a topographic map.
 RG0279
 RG0279.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0279
 RG0279.The geoid height was determined by GEOID03.
 RG0279
 RG0279;                    North         East     Units Scale Factor Converg.
 RG0279;SPC ME W     -   374,055.304   891,228.562   MT  0.99996761   -0 04 55.3
 RG0279;UTM  19      - 5,117,015.521   401,219.708   MT  0.99971995   -0 55 26.9
 RG0279
 RG0279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0279!SPC ME W     -   0.99994113  x   0.99996761  =   0.99990874
 RG0279!UTM  19      -   0.99994113  x   0.99971995  =   0.99966110
 RG0279
 RG0279                          SUPERSEDED SURVEY CONTROL
 RG0279
 RG0279  NAD 83(1992)-  46 11 58.36871(N)    070 16 49.11263(W) AD(       ) 3
 RG0279  NAD 83(1986)-  46 11 58.37424(N)    070 16 49.14064(W) AD(       ) 3
 RG0279  NAD 27      -  46 11 58.29200(N)    070 16 50.86400(W) AD(       ) 3
 RG0279
 RG0279.Superseded values are not recommended for survey control.
 RG0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0279.See file dsdata.txt to determine how the superseded data were derived.
 RG0279
 RG0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM0122017016(NAD 83)
 RG0279_MARKER: Z = SEE DESCRIPTION
 RG0279_SETTING: 0 = UNSPECIFIED SETTING
 RG0279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0279
 RG0279  HISTORY     - Date     Condition        Report By
 RG0279  HISTORY     - 1914     MONUMENTED       IBC
 RG0279  HISTORY     - 1965     GOOD             IBC
 RG0279
 RG0279                          STATION DESCRIPTION
 RG0279
 RG0279'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (TF)
 RG0279'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0279'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0279'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0279'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0279'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0279'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0279'THE POST.
 RG0279
 RG0279                          STATION RECOVERY (1965)
 RG0279
 RG0279'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 RG0279'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0285 ***********************************************************************
 RG0285  DESIGNATION -  REF MON S 69 IBC
 RG0285  PID         -  RG0285
 RG0285  STATE/COUNTY-  ME/SOMERSET
 RG0285  USGS QUAD   -  ST ZACHARIE NORTH (1989)
 RG0285
 RG0285                         *CURRENT SURVEY CONTROL
 RG0285  ___________________________________________________________________
 RG0285* NAD 83(1996)-  46 11 24.80712(N)    070 17 23.02929(W)     ADJUSTED  
 RG0285* NAVD 88     -       405.     (meters)    1329.     (feet)  SCALED    
 RG0285  ___________________________________________________________________
 RG0285  LAPLACE CORR-           5.58  (seconds)                    DEFLEC99
 RG0285  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 RG0285
 RG0285  HORZ ORDER  -  THIRD
 RG0285
 RG0285.The horizontal coordinates were established by classical geodetic methods
 RG0285.and adjusted by the National Geodetic Survey in March 1998..
 RG0285
 RG0285.The orthometric height was scaled from a topographic map.
 RG0285
 RG0285.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0285
 RG0285.The geoid height was determined by GEOID03.
 RG0285
 RG0285;                    North         East     Units Scale Factor Converg.
 RG0285;SPC ME W     -   373,020.180   890,500.118   MT  0.99996778   -0 05 19.7
 RG0285;UTM  19      - 5,115,991.467   400,476.314   MT  0.99972176   -0 55 50.9
 RG0285
 RG0285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0285!SPC ME W     -   0.99994066  x   0.99996778  =   0.99990845
 RG0285!UTM  19      -   0.99994066  x   0.99972176  =   0.99966244
 RG0285
 RG0285                          SUPERSEDED SURVEY CONTROL
 RG0285
 RG0285  NAD 83(1992)-  46 11 24.80835(N)    070 17 23.01422(W) AD(       ) 3
 RG0285  NAD 83(1986)-  46 11 24.81382(N)    070 17 23.04230(W) AD(       ) 3
 RG0285  NAD 27      -  46 11 24.73000(N)    070 17 24.76700(W) AD(       ) 3
 RG0285
 RG0285.Superseded values are not recommended for survey control.
 RG0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0285.See file dsdata.txt to determine how the superseded data were derived.
 RG0285
 RG0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM0047615991(NAD 83)
 RG0285_MARKER: Z = SEE DESCRIPTION
 RG0285_SETTING: 0 = UNSPECIFIED SETTING
 RG0285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0285
 RG0285  HISTORY     - Date     Condition        Report By
 RG0285  HISTORY     - 1914     MONUMENTED       IBC
 RG0285  HISTORY     - 1965     GOOD             IBC
 RG0285
 RG0285                          STATION DESCRIPTION
 RG0285
 RG0285'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (TF)
 RG0285'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0285'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0285'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0285'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0285'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0285'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0285'THE POST.
 RG0285
 RG0285                          STATION RECOVERY (1965)
 RG0285
 RG0285'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 RG0285'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0278 ***********************************************************************
 RG0278  DESIGNATION -  REF MON S 70 IBC
 RG0278  PID         -  RG0278
 RG0278  STATE/COUNTY-  ME/SOMERSET
 RG0278  USGS QUAD   -  ST ZACHARIE NORTH (1989)
 RG0278
 RG0278                         *CURRENT SURVEY CONTROL
 RG0278  ___________________________________________________________________
 RG0278* NAD 83(1996)-  46 10 36.76196(N)    070 16 41.51139(W)     ADJUSTED  
 RG0278* NAVD 88     -       427.     (meters)    1401.     (feet)  SCALED    
 RG0278  ___________________________________________________________________
 RG0278  LAPLACE CORR-           5.90  (seconds)                    DEFLEC99
 RG0278  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 RG0278
 RG0278  HORZ ORDER  -  THIRD
 RG0278
 RG0278.The horizontal coordinates were established by classical geodetic methods
 RG0278.and adjusted by the National Geodetic Survey in March 1998..
 RG0278.No horizontal observational check was made to the station.
 RG0278
 RG0278.The orthometric height was scaled from a topographic map.
 RG0278
 RG0278.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0278
 RG0278.The geoid height was determined by GEOID03.
 RG0278
 RG0278;                    North         East     Units Scale Factor Converg.
 RG0278;SPC ME W     -   371,535.455   891,388.303   MT  0.99996758   -0 04 49.7
 RG0278;UTM  19      - 5,114,494.221   401,342.374   MT  0.99971965   -0 55 20.2
 RG0278
 RG0278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0278!SPC ME W     -   0.99993721  x   0.99996758  =   0.99990479
 RG0278!UTM  19      -   0.99993721  x   0.99971965  =   0.99965688
 RG0278
 RG0278                          SUPERSEDED SURVEY CONTROL
 RG0278
 RG0278  NAD 83(1992)-  46 10 36.76385(N)    070 16 41.49726(W) AD(       ) 3
 RG0278  NAD 83(1986)-  46 10 36.76922(N)    070 16 41.52526(W) AD(       ) 3
 RG0278  NAD 27      -  46 10 36.68300(N)    070 16 43.25100(W) AD(       ) 3
 RG0278
 RG0278.Superseded values are not recommended for survey control.
 RG0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0278.See file dsdata.txt to determine how the superseded data were derived.
 RG0278
 RG0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM0134214494(NAD 83)
 RG0278_MARKER: Z = SEE DESCRIPTION
 RG0278_SETTING: 0 = UNSPECIFIED SETTING
 RG0278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0278
 RG0278  HISTORY     - Date     Condition        Report By
 RG0278  HISTORY     - 1914     MONUMENTED       IBC
 RG0278  HISTORY     - 1965     GOOD             IBC
 RG0278
 RG0278                          STATION DESCRIPTION
 RG0278
 RG0278'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (TF)
 RG0278'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0278'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0278'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0278'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0278'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0278'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0278'THE POST.
 RG0278
 RG0278                          STATION RECOVERY (1965)
 RG0278
 RG0278'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 RG0278'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0273 ***********************************************************************
 RG0273  DESIGNATION -  REF MON S 71 IBC
 RG0273  PID         -  RG0273
 RG0273  STATE/COUNTY-  ME/SOMERSET
 RG0273  USGS QUAD   -  ST ZACHARIE NORTH (1989)
 RG0273
 RG0273                         *CURRENT SURVEY CONTROL
 RG0273  ___________________________________________________________________
 RG0273* NAD 83(1996)-  46 10 20.16657(N)    070 16 07.46500(W)     ADJUSTED  
 RG0273* NAVD 88     -       446.     (meters)    1463.     (feet)  SCALED    
 RG0273  ___________________________________________________________________
 RG0273  LAPLACE CORR-           5.81  (seconds)                    DEFLEC99
 RG0273  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 RG0273
 RG0273  HORZ ORDER  -  THIRD
 RG0273
 RG0273.The horizontal coordinates were established by classical geodetic methods
 RG0273.and adjusted by the National Geodetic Survey in March 1998..
 RG0273
 RG0273.The orthometric height was scaled from a topographic map.
 RG0273
 RG0273.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0273
 RG0273.The geoid height was determined by GEOID03.
 RG0273
 RG0273;                    North         East     Units Scale Factor Converg.
 RG0273;SPC ME W     -   371,022.085   892,117.879   MT  0.99996743   -0 04 25.1
 RG0273;UTM  19      - 5,113,970.319   402,064.148   MT  0.99971791   -0 54 55.3
 RG0273
 RG0273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0273!SPC ME W     -   0.99993423  x   0.99996743  =   0.99990166
 RG0273!UTM  19      -   0.99993423  x   0.99971791  =   0.99965216
 RG0273
 RG0273                          SUPERSEDED SURVEY CONTROL
 RG0273
 RG0273  NAD 83(1992)-  46 10 20.16861(N)    070 16 07.45152(W) AD(       ) 3
 RG0273  NAD 83(1986)-  46 10 20.17394(N)    070 16 07.47945(W) AD(       ) 3
 RG0273  NAD 27      -  46 10 20.08700(N)    070 16 09.20500(W) AD(       ) 3
 RG0273
 RG0273.Superseded values are not recommended for survey control.
 RG0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0273.See file dsdata.txt to determine how the superseded data were derived.
 RG0273
 RG0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM0206413970(NAD 83)
 RG0273_MARKER: Z = SEE DESCRIPTION
 RG0273_SETTING: 0 = UNSPECIFIED SETTING
 RG0273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0273
 RG0273  HISTORY     - Date     Condition        Report By
 RG0273  HISTORY     - 1914     MONUMENTED       IBC
 RG0273  HISTORY     - 1965     GOOD             IBC
 RG0273
 RG0273                          STATION DESCRIPTION
 RG0273
 RG0273'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (TF)
 RG0273'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0273'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0273'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0273'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0273'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0273'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0273'THE POST.
 RG0273
 RG0273                          STATION RECOVERY (1965)
 RG0273
 RG0273'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 RG0273'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0268 ***********************************************************************
 RG0268  DESIGNATION -  REF MON S 72 IBC
 RG0268  PID         -  RG0268
 RG0268  STATE/COUNTY-  ME/SOMERSET
 RG0268  USGS QUAD   -  ST ZACHARIE NORTH (1989)
 RG0268
 RG0268                         *CURRENT SURVEY CONTROL
 RG0268  ___________________________________________________________________
 RG0268* NAD 83(1996)-  46 09 58.56969(N)    070 15 44.47946(W)     ADJUSTED  
 RG0268* NAVD 88     -       455.     (meters)    1493.     (feet)  SCALED    
 RG0268  ___________________________________________________________________
 RG0268  LAPLACE CORR-           5.58  (seconds)                    DEFLEC99
 RG0268  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 RG0268
 RG0268  HORZ ORDER  -  THIRD
 RG0268
 RG0268.The horizontal coordinates were established by classical geodetic methods
 RG0268.and adjusted by the National Geodetic Survey in March 1998..
 RG0268
 RG0268.The orthometric height was scaled from a topographic map.
 RG0268
 RG0268.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0268
 RG0268.The geoid height was determined by GEOID03.
 RG0268
 RG0268;                    North         East     Units Scale Factor Converg.
 RG0268;SPC ME W     -   370,354.662   892,610.115   MT  0.99996734   -0 04 08.5
 RG0268;UTM  19      - 5,113,295.906   402,546.407   MT  0.99971675   -0 54 38.4
 RG0268
 RG0268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0268!SPC ME W     -   0.99993281  x   0.99996734  =   0.99990016
 RG0268!UTM  19      -   0.99993281  x   0.99971675  =   0.99964958
 RG0268
 RG0268                          SUPERSEDED SURVEY CONTROL
 RG0268
 RG0268  NAD 83(1992)-  46 09 58.57200(N)    070 15 44.46650(W) AD(       ) 3
 RG0268  NAD 83(1986)-  46 09 58.57729(N)    070 15 44.49441(W) AD(       ) 3
 RG0268  NAD 27      -  46 09 58.48900(N)    070 15 46.21900(W) AD(       ) 3
 RG0268
 RG0268.Superseded values are not recommended for survey control.
 RG0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0268.See file dsdata.txt to determine how the superseded data were derived.
 RG0268
 RG0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM0254613296(NAD 83)
 RG0268_MARKER: Z = SEE DESCRIPTION
 RG0268_SETTING: 0 = UNSPECIFIED SETTING
 RG0268_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0268
 RG0268  HISTORY     - Date     Condition        Report By
 RG0268  HISTORY     - 1914     MONUMENTED       IBC
 RG0268  HISTORY     - 1965     GOOD             IBC
 RG0268
 RG0268                          STATION DESCRIPTION
 RG0268
 RG0268'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (TF)
 RG0268'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0268'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0268'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0268'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0268'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0268'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0268'THE POST.
 RG0268
 RG0268                          STATION RECOVERY (1965)
 RG0268
 RG0268'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 RG0268'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0263 ***********************************************************************
 RG0263  DESIGNATION -  REF MON S 73 IBC
 RG0263  PID         -  RG0263
 RG0263  STATE/COUNTY-  ME/SOMERSET
 RG0263  USGS QUAD   -  ST ZACHARIE NORTH (1989)
 RG0263
 RG0263                         *CURRENT SURVEY CONTROL
 RG0263  ___________________________________________________________________
 RG0263* NAD 83(1996)-  46 09 30.80156(N)    070 15 00.90793(W)     ADJUSTED  
 RG0263* NAVD 88     -       467.     (meters)    1532.     (feet)  SCALED    
 RG0263  ___________________________________________________________________
 RG0263  LAPLACE CORR-           5.22  (seconds)                    DEFLEC99
 RG0263  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 RG0263
 RG0263  HORZ ORDER  -  THIRD
 RG0263
 RG0263.The horizontal coordinates were established by classical geodetic methods
 RG0263.and adjusted by the National Geodetic Survey in March 1998..
 RG0263
 RG0263.The orthometric height was scaled from a topographic map.
 RG0263
 RG0263.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0263
 RG0263.The geoid height was determined by GEOID03.
 RG0263
 RG0263;                    North         East     Units Scale Factor Converg.
 RG0263;SPC ME W     -   369,496.260   893,543.923   MT  0.99996718   -0 03 37.0
 RG0263;UTM  19      - 5,112,424.100   403,467.274   MT  0.99971455   -0 54 06.6
 RG0263
 RG0263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0263!SPC ME W     -   0.99993093  x   0.99996718  =   0.99989811
 RG0263!UTM  19      -   0.99993093  x   0.99971455  =   0.99964550
 RG0263
 RG0263                          SUPERSEDED SURVEY CONTROL
 RG0263
 RG0263  NAD 83(1992)-  46 09 30.80421(N)    070 15 00.89583(W) AD(       ) 3
 RG0263  NAD 83(1986)-  46 09 30.80942(N)    070 15 00.92370(W) AD(       ) 3
 RG0263  NAD 27      -  46 09 30.71900(N)    070 15 02.64800(W) AD(       ) 3
 RG0263
 RG0263.Superseded values are not recommended for survey control.
 RG0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0263.See file dsdata.txt to determine how the superseded data were derived.
 RG0263
 RG0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM0346712424(NAD 83)
 RG0263_MARKER: Z = SEE DESCRIPTION
 RG0263_SETTING: 0 = UNSPECIFIED SETTING
 RG0263_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0263
 RG0263  HISTORY     - Date     Condition        Report By
 RG0263  HISTORY     - 1914     MONUMENTED       IBC
 RG0263  HISTORY     - 1965     GOOD             IBC
 RG0263
 RG0263                          STATION DESCRIPTION
 RG0263
 RG0263'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (TF)
 RG0263'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0263'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0263'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0263'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0263'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0263'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0263'THE POST.
 RG0263
 RG0263                          STATION RECOVERY (1965)
 RG0263
 RG0263'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 RG0263'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0258 ***********************************************************************
 RG0258  DESIGNATION -  REF MON S 74 IBC
 RG0258  PID         -  RG0258
 RG0258  STATE/COUNTY-  ME/SOMERSET
 RG0258  USGS QUAD   -  BLACK BROOK (1989)
 RG0258
 RG0258                         *CURRENT SURVEY CONTROL
 RG0258  ___________________________________________________________________
 RG0258* NAD 83(1996)-  46 09 03.07087(N)    070 14 21.11793(W)     ADJUSTED  
 RG0258* NAVD 88     -       467.     (meters)    1532.     (feet)  SCALED    
 RG0258  ___________________________________________________________________
 RG0258  LAPLACE CORR-           5.18  (seconds)                    DEFLEC99
 RG0258  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 RG0258
 RG0258  HORZ ORDER  -  THIRD
 RG0258
 RG0258.The horizontal coordinates were established by classical geodetic methods
 RG0258.and adjusted by the National Geodetic Survey in March 1998..
 RG0258
 RG0258.The orthometric height was scaled from a topographic map.
 RG0258
 RG0258.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0258
 RG0258.The geoid height was determined by GEOID03.
 RG0258
 RG0258;                    North         East     Units Scale Factor Converg.
 RG0258;SPC ME W     -   368,639.232   894,396.849   MT  0.99996705   -0 03 08.3
 RG0258;UTM  19      - 5,111,554.858   404,307.308   MT  0.99971257   -0 53 37.5
 RG0258
 RG0258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0258!SPC ME W     -   0.99993092  x   0.99996705  =   0.99989797
 RG0258!UTM  19      -   0.99993092  x   0.99971257  =   0.99964351
 RG0258
 RG0258                          SUPERSEDED SURVEY CONTROL
 RG0258
 RG0258  NAD 83(1992)-  46 09 03.07393(N)    070 14 21.10653(W) AD(       ) 3
 RG0258  NAD 83(1986)-  46 09 03.07902(N)    070 14 21.13440(W) AD(       ) 3
 RG0258  NAD 27      -  46 09 02.98800(N)    070 14 22.86000(W) AD(       ) 3
 RG0258
 RG0258.Superseded values are not recommended for survey control.
 RG0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0258.See file dsdata.txt to determine how the superseded data were derived.
 RG0258
 RG0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM0430711555(NAD 83)
 RG0258_MARKER: Z = SEE DESCRIPTION
 RG0258_SETTING: 0 = UNSPECIFIED SETTING
 RG0258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0258
 RG0258  HISTORY     - Date     Condition        Report By
 RG0258  HISTORY     - 1914     MONUMENTED       IBC
 RG0258  HISTORY     - 1965     POOR             IBC
 RG0258
 RG0258                          STATION DESCRIPTION
 RG0258
 RG0258'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (TF)
 RG0258'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0258'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0258'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0258'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0258'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0258'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0258'THE POST.
 RG0258
 RG0258                          STATION RECOVERY (1965)
 RG0258
 RG0258'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 RG0258'NEW POST AND NEW BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0256 ***********************************************************************
 RG0256  DESIGNATION -  REF MON S 75 IBC
 RG0256  PID         -  RG0256
 RG0256  STATE/COUNTY-  ME/SOMERSET
 RG0256  USGS QUAD   -  BLACK BROOK (1989)
 RG0256
 RG0256                         *CURRENT SURVEY CONTROL
 RG0256  ___________________________________________________________________
 RG0256* NAD 83(1996)-  46 08 46.78428(N)    070 13 57.75652(W)     ADJUSTED  
 RG0256* NAVD 88     -       475.     (meters)    1558.     (feet)  SCALED    
 RG0256  ___________________________________________________________________
 RG0256  LAPLACE CORR-           5.28  (seconds)                    DEFLEC99
 RG0256  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 RG0256
 RG0256  HORZ ORDER  -  THIRD
 RG0256
 RG0256.The horizontal coordinates were established by classical geodetic methods
 RG0256.and adjusted by the National Geodetic Survey in March 1998..
 RG0256
 RG0256.The orthometric height was scaled from a topographic map.
 RG0256
 RG0256.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0256
 RG0256.The geoid height was determined by GEOID03.
 RG0256
 RG0256;                    North         East     Units Scale Factor Converg.
 RG0256;SPC ME W     -   368,135.944   894,897.727   MT  0.99996699   -0 02 51.4
 RG0256;UTM  19      - 5,111,044.399   404,800.617   MT  0.99971141   -0 53 20.4
 RG0256
 RG0256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0256!SPC ME W     -   0.99992967  x   0.99996699  =   0.99989666
 RG0256!UTM  19      -   0.99992967  x   0.99971141  =   0.99964110
 RG0256
 RG0256                          SUPERSEDED SURVEY CONTROL
 RG0256
 RG0256  NAD 83(1992)-  46 08 46.78766(N)    070 13 57.74542(W) AD(       ) 3
 RG0256  NAD 83(1986)-  46 08 46.79269(N)    070 13 57.77328(W) AD(       ) 3
 RG0256  NAD 27      -  46 08 46.70100(N)    070 13 59.49900(W) AD(       ) 3
 RG0256
 RG0256.Superseded values are not recommended for survey control.
 RG0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0256.See file dsdata.txt to determine how the superseded data were derived.
 RG0256
 RG0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM0480111044(NAD 83)
 RG0256_MARKER: Z = SEE DESCRIPTION
 RG0256_SETTING: 0 = UNSPECIFIED SETTING
 RG0256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0256
 RG0256  HISTORY     - Date     Condition        Report By
 RG0256  HISTORY     - 1914     MONUMENTED       IBC
 RG0256  HISTORY     - 1965     POOR             IBC
 RG0256
 RG0256                          STATION DESCRIPTION
 RG0256
 RG0256'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (TF)
 RG0256'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0256'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0256'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0256'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0256'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0256'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0256'THE POST.
 RG0256
 RG0256                          STATION RECOVERY (1965)
 RG0256
 RG0256'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 RG0256'NEW POST ATTACHED TO OLD BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0257 ***********************************************************************
 RG0257  DESIGNATION -  REF MON S 76 IBC
 RG0257  PID         -  RG0257
 RG0257  STATE/COUNTY-  ME/SOMERSET
 RG0257  USGS QUAD   -  BLACK BROOK (1989)
 RG0257
 RG0257                         *CURRENT SURVEY CONTROL
 RG0257  ___________________________________________________________________
 RG0257* NAD 83(1996)-  46 08 12.68326(N)    070 14 17.16562(W)     ADJUSTED  
 RG0257* NAVD 88     -       473.     (meters)    1552.     (feet)  SCALED    
 RG0257  ___________________________________________________________________
 RG0257  LAPLACE CORR-           5.38  (seconds)                    DEFLEC99
 RG0257  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 RG0257
 RG0257  HORZ ORDER  -  THIRD
 RG0257
 RG0257.The horizontal coordinates were established by classical geodetic methods
 RG0257.and adjusted by the National Geodetic Survey in March 1998..
 RG0257
 RG0257.The orthometric height was scaled from a topographic map.
 RG0257
 RG0257.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0257
 RG0257.The geoid height was determined by GEOID03.
 RG0257
 RG0257;                    North         East     Units Scale Factor Converg.
 RG0257;SPC ME W     -   367,083.431   894,480.260   MT  0.99996704   -0 03 05.4
 RG0257;UTM  19      - 5,109,998.397   404,367.851   MT  0.99971242   -0 53 33.8
 RG0257
 RG0257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0257!SPC ME W     -   0.99992998  x   0.99996704  =   0.99989702
 RG0257!UTM  19      -   0.99992998  x   0.99971242  =   0.99964242
 RG0257
 RG0257                          SUPERSEDED SURVEY CONTROL
 RG0257
 RG0257  NAD 83(1992)-  46 08 12.68710(N)    070 14 17.15387(W) AD(       ) 3
 RG0257  NAD 83(1986)-  46 08 12.69208(N)    070 14 17.18187(W) AD(       ) 3
 RG0257  NAD 27      -  46 08 12.60000(N)    070 14 18.90800(W) AD(       ) 3
 RG0257
 RG0257.Superseded values are not recommended for survey control.
 RG0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0257.See file dsdata.txt to determine how the superseded data were derived.
 RG0257
 RG0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM0436809998(NAD 83)
 RG0257_MARKER: Z = SEE DESCRIPTION
 RG0257_SETTING: 0 = UNSPECIFIED SETTING
 RG0257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0257
 RG0257  HISTORY     - Date     Condition        Report By
 RG0257  HISTORY     - 1914     MONUMENTED       IBC
 RG0257  HISTORY     - 1943     POOR             IBC
 RG0257  HISTORY     - 1965     GOOD             IBC
 RG0257
 RG0257                          STATION DESCRIPTION
 RG0257
 RG0257'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (TF)
 RG0257'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0257'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0257'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0257'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0257'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0257'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0257'THE POST.
 RG0257
 RG0257                          STATION RECOVERY (1943)
 RG0257
 RG0257'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1943
 RG0257'FOUND WITH ITS BASE BADLY BROKEN.  A NEW BASE WAS CONSTRUCTED.
 RG0257
 RG0257                          STATION RECOVERY (1965)
 RG0257
 RG0257'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 RG0257'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0253 ***********************************************************************
 RG0253  DESIGNATION -  REF MON S 77 IBC
 RG0253  PID         -  RG0253
 RG0253  STATE/COUNTY-  ME/SOMERSET
 RG0253  USGS QUAD   -  HURRICANE HILL (1989)
 RG0253
 RG0253                         *CURRENT SURVEY CONTROL
 RG0253  ___________________________________________________________________
 RG0253* NAD 83(1996)-  46 07 29.51485(N)    070 14 41.72522(W)     ADJUSTED  
 RG0253* NAVD 88     -       477.     (meters)    1565.     (feet)  SCALED    
 RG0253  ___________________________________________________________________
 RG0253  LAPLACE CORR-           5.45  (seconds)                    DEFLEC99
 RG0253  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 RG0253
 RG0253  HORZ ORDER  -  THIRD
 RG0253
 RG0253.The horizontal coordinates were established by classical geodetic methods
 RG0253.and adjusted by the National Geodetic Survey in March 1998..
 RG0253
 RG0253.The orthometric height was scaled from a topographic map.
 RG0253
 RG0253.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0253
 RG0253.The geoid height was determined by GEOID03.
 RG0253
 RG0253;                    North         East     Units Scale Factor Converg.
 RG0253;SPC ME W     -   365,751.101   893,951.806   MT  0.99996712   -0 03 23.1
 RG0253;UTM  19      - 5,108,674.305   403,820.034   MT  0.99971372   -0 53 50.9
 RG0253
 RG0253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0253!SPC ME W     -   0.99992935  x   0.99996712  =   0.99989647
 RG0253!UTM  19      -   0.99992935  x   0.99971372  =   0.99964309
 RG0253
 RG0253                          SUPERSEDED SURVEY CONTROL
 RG0253
 RG0253  NAD 83(1992)-  46 07 29.51921(N)    070 14 41.71249(W) AD(       ) 3
 RG0253  NAD 83(1986)-  46 07 29.52414(N)    070 14 41.74066(W) AD(       ) 3
 RG0253  NAD 27      -  46 07 29.43100(N)    070 14 43.46700(W) AD(       ) 3
 RG0253
 RG0253.Superseded values are not recommended for survey control.
 RG0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0253.See file dsdata.txt to determine how the superseded data were derived.
 RG0253
 RG0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM0382008674(NAD 83)
 RG0253_MARKER: Z = SEE DESCRIPTION
 RG0253_SETTING: 0 = UNSPECIFIED SETTING
 RG0253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0253
 RG0253  HISTORY     - Date     Condition        Report By
 RG0253  HISTORY     - 1914     MONUMENTED       IBC
 RG0253  HISTORY     - 1965     POOR             IBC
 RG0253
 RG0253                          STATION DESCRIPTION
 RG0253
 RG0253'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (TF)
 RG0253'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0253'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0253'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0253'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0253'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0253'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0253'THE POST.
 RG0253
 RG0253                          STATION RECOVERY (1965)
 RG0253
 RG0253'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 RG0253'NEW POST ATTACHED TO OLD BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0416 ***********************************************************************
 SF0416  DESIGNATION -  REF MON S 78 1910
 SF0416  PID         -  SF0416
 SF0416  STATE/COUNTY-  ME/AROOSTOOK
 SF0416  USGS QUAD   -  FORT KENT NORTH (1985)
 SF0416
 SF0416                         *CURRENT SURVEY CONTROL
 SF0416  ___________________________________________________________________
 SF0416* NAD 83(1996)-  47 17 39.06533(N)    068 30 55.25597(W)     ADJUSTED  
 SF0416* NAVD 88     -       168.     (meters)     551.     (feet)  SCALED    
 SF0416  ___________________________________________________________________
 SF0416  LAPLACE CORR-           6.35  (seconds)                    DEFLEC99
 SF0416  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 SF0416
 SF0416  HORZ ORDER  -  THIRD
 SF0416
 SF0416.The horizontal coordinates were established by classical geodetic methods
 SF0416.and adjusted by the National Geodetic Survey in March 1998..
 SF0416
 SF0416.The orthometric height was scaled from a topographic map.
 SF0416
 SF0416.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0416
 SF0416.The geoid height was determined by GEOID03.
 SF0416
 SF0416;                    North         East     Units Scale Factor Converg.
 SF0416;SPC ME E     -   403,126.384   298,839.165   MT  0.99990002   -0 00 40.6
 SF0416;UTM  19      - 5,237,970.531   536,643.116   MT  0.99961650   +0 21 22.1
 SF0416
 SF0416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0416!SPC ME E     -   0.99997749  x   0.99990002  =   0.99987751
 SF0416!UTM  19      -   0.99997749  x   0.99961650  =   0.99959400
 SF0416
 SF0416:                Primary Azimuth Mark                     Grid Az
 SF0416:SPC ME E     -  CLAIR GSC 1915                           251 42 08.7
 SF0416:UTM  19      -  CLAIR GSC 1915                           251 20 06.0
 SF0416
 SF0416|---------------------------------------------------------------------|
 SF0416| PID    Reference Object                     Distance      Geod. Az  |
 SF0416|                                                           dddmmss.s |
 SF0416| SF0421 CLAIR GSC 1915                      APPROX.10.5 KM 2514128.1 |
 SF0416|---------------------------------------------------------------------|
 SF0416
 SF0416                          SUPERSEDED SURVEY CONTROL
 SF0416
 SF0416  NAD 83(1992)-  47 17 39.06034(N)    068 30 55.25229(W) AD(       ) 3
 SF0416  NAD 83(1986)-  47 17 39.06723(N)    068 30 55.24589(W) AD(       ) 3
 SF0416  NAD 27      -  47 17 38.92628(N)    068 30 57.08124(W) AD(       ) 3
 SF0416
 SF0416.Superseded values are not recommended for survey control.
 SF0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0416.See file dsdata.txt to determine how the superseded data were derived.
 SF0416
 SF0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN3664337971(NAD 83)
 SF0416_MARKER: Z = SEE DESCRIPTION
 SF0416_SETTING: 0 = UNSPECIFIED SETTING
 SF0416_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0416
 SF0416  HISTORY     - Date     Condition        Report By
 SF0416  HISTORY     - 1910     MONUMENTED       IBC
 SF0416
 SF0416                          STATION DESCRIPTION
 SF0416
 SF0416'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (BF)
 SF0416'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0416'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0416'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0416'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0416'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0416'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0416'THE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0254 ***********************************************************************
 RG0254  DESIGNATION -  REF MON S 78 IBC
 RG0254  PID         -  RG0254
 RG0254  STATE/COUNTY-  ME/SOMERSET
 RG0254  USGS QUAD   -  HURRICANE HILL (1989)
 RG0254
 RG0254                         *CURRENT SURVEY CONTROL
 RG0254  ___________________________________________________________________
 RG0254* NAD 83(1996)-  46 07 08.10276(N)    070 14 53.90283(W)     ADJUSTED  
 RG0254* NAVD 88     -       484.     (meters)    1588.     (feet)  SCALED    
 RG0254  ___________________________________________________________________
 RG0254  LAPLACE CORR-           5.53  (seconds)                    DEFLEC99
 RG0254  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 RG0254
 RG0254  HORZ ORDER  -  THIRD
 RG0254
 RG0254.The horizontal coordinates were established by classical geodetic methods
 RG0254.and adjusted by the National Geodetic Survey in March 1998..
 RG0254
 RG0254.The orthometric height was scaled from a topographic map.
 RG0254
 RG0254.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0254
 RG0254.The geoid height was determined by GEOID03.
 RG0254
 RG0254;                    North         East     Units Scale Factor Converg.
 RG0254;SPC ME W     -   365,090.266   893,689.694   MT  0.99996716   -0 03 31.8
 RG0254;UTM  19      - 5,108,017.554   403,548.319   MT  0.99971436   -0 53 59.4
 RG0254
 RG0254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0254!SPC ME W     -   0.99992825  x   0.99996716  =   0.99989542
 RG0254!UTM  19      -   0.99992825  x   0.99971436  =   0.99964264
 RG0254
 RG0254                          SUPERSEDED SURVEY CONTROL
 RG0254
 RG0254  NAD 83(1992)-  46 07 08.10736(N)    070 14 53.88952(W) AD(       ) 3
 RG0254  NAD 83(1986)-  46 07 08.11225(N)    070 14 53.91777(W) AD(       ) 3
 RG0254  NAD 27      -  46 07 08.01900(N)    070 14 55.64400(W) AD(       ) 3
 RG0254
 RG0254.Superseded values are not recommended for survey control.
 RG0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0254.See file dsdata.txt to determine how the superseded data were derived.
 RG0254
 RG0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM0354808018(NAD 83)
 RG0254_MARKER: Z = SEE DESCRIPTION
 RG0254_SETTING: 0 = UNSPECIFIED SETTING
 RG0254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0254
 RG0254  HISTORY     - Date     Condition        Report By
 RG0254  HISTORY     - 1914     MONUMENTED       IBC
 RG0254  HISTORY     - 1965     POOR             IBC
 RG0254
 RG0254                          STATION DESCRIPTION
 RG0254
 RG0254'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (TF)
 RG0254'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0254'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0254'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0254'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0254'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0254'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0254'THE POST.
 RG0254
 RG0254                          STATION RECOVERY (1965)
 RG0254
 RG0254'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 RG0254'NEW POST ATTACHED TO OLD BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0335 ***********************************************************************
 RG0335  DESIGNATION -  REF MON S 79 IBC
 RG0335  PID         -  RG0335
 RG0335  STATE/COUNTY-  ME/SOMERSET
 RG0335  USGS QUAD   -  HURRICANE POND (1989)
 RG0335
 RG0335                         *CURRENT SURVEY CONTROL
 RG0335  ___________________________________________________________________
 RG0335* NAD 83(1996)-  46 06 34.89501(N)    070 15 12.78269(W)     ADJUSTED  
 RG0335* NAVD 88     -       483.     (meters)    1585.     (feet)  SCALED    
 RG0335  ___________________________________________________________________
 RG0335  LAPLACE CORR-           5.57  (seconds)                    DEFLEC99
 RG0335  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 RG0335
 RG0335  HORZ ORDER  -  THIRD
 RG0335
 RG0335.The horizontal coordinates were established by classical geodetic methods
 RG0335.and adjusted by the National Geodetic Survey in March 1998..
 RG0335
 RG0335.The orthometric height was scaled from a topographic map.
 RG0335
 RG0335.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0335
 RG0335.The geoid height was determined by GEOID03.
 RG0335
 RG0335;                    North         East     Units Scale Factor Converg.
 RG0335;SPC ME W     -   364,065.408   893,283.209   MT  0.99996722   -0 03 45.4
 RG0335;UTM  19      - 5,106,999.029   403,126.943   MT  0.99971536   -0 54 12.5
 RG0335
 RG0335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0335!SPC ME W     -   0.99992841  x   0.99996722  =   0.99989563
 RG0335!UTM  19      -   0.99992841  x   0.99971536  =   0.99964379
 RG0335
 RG0335                          SUPERSEDED SURVEY CONTROL
 RG0335
 RG0335  NAD 83(1992)-  46 06 34.89993(N)    070 15 12.76833(W) AD(       ) 3
 RG0335  NAD 83(1986)-  46 06 34.90478(N)    070 15 12.79671(W) AD(       ) 3
 RG0335  NAD 27      -  46 06 34.81100(N)    070 15 14.52300(W) AD(       ) 3
 RG0335
 RG0335.Superseded values are not recommended for survey control.
 RG0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0335.See file dsdata.txt to determine how the superseded data were derived.
 RG0335
 RG0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM0312706999(NAD 83)
 RG0335_MARKER: Z = SEE DESCRIPTION
 RG0335_SETTING: 0 = UNSPECIFIED SETTING
 RG0335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0335
 RG0335  HISTORY     - Date     Condition        Report By
 RG0335  HISTORY     - 1914     MONUMENTED       IBC
 RG0335  HISTORY     - 1943     POOR             IBC
 RG0335
 RG0335                          STATION DESCRIPTION
 RG0335
 RG0335'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (TF)
 RG0335'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0335'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0335'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0335'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0335'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0335'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0335'THE POST.
 RG0335
 RG0335                          STATION RECOVERY (1943)
 RG0335
 RG0335'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1943
 RG0335'FOUND WITH BOTH BASE AND SHAFT BROKEN.  A NEW MONUMENT WAS ERECTED AT
 RG0335'THE POINT WHERE THE OLD ONE WAS FOUND, BUT UPON COMPLETION IT WAS
 RG0335'DISCOVERED THAT THE OLD MONUMENT HAD BEEN MOVED TO A NEW SITE, SO
 RG0335'THE NEW ONE IS LOCATED 2.5 METERS EAST OF THE OLD SITE.  THE
 RG0335'POSITION OF THE NEW SITE WAS DETERMINED BY ANGLES AND DISTANCES FROM
 RG0335'REFERENCE MONUMENTS S-78, C-80, AND C-81.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0140 ***********************************************************************
 RG0140  DESIGNATION -  REF MON S 8 IBC
 RG0140  PID         -  RG0140
 RG0140  STATE/COUNTY-  ME/SOMERSET
 RG0140  USGS QUAD   -  HARDWOOD MOUNTAIN (1989)
 RG0140
 RG0140                         *CURRENT SURVEY CONTROL
 RG0140  ___________________________________________________________________
 RG0140* NAD 83(1996)-  46 24 41.77381(N)    070 04 02.17322(W)     ADJUSTED  
 RG0140* NAVD 88     -       362.     (meters)    1188.     (feet)  SCALED    
 RG0140  ___________________________________________________________________
 RG0140  LAPLACE CORR-           3.76  (seconds)                    DEFLEC99
 RG0140  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 RG0140
 RG0140  HORZ ORDER  -  THIRD
 RG0140
 RG0140.The horizontal coordinates were established by classical geodetic methods
 RG0140.and adjusted by the National Geodetic Survey in March 1998..
 RG0140
 RG0140.The orthometric height was scaled from a topographic map.
 RG0140
 RG0140.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0140
 RG0140.The geoid height was determined by GEOID03.
 RG0140
 RG0140;                    North         East     Units Scale Factor Converg.
 RG0140;SPC ME W     -   397,624.738   907,642.021   MT  0.99996738   +0 04 19.2
 RG0140;UTM  19      - 5,140,334.535   417,973.940   MT  0.99968270   -0 46 23.1
 RG0140
 RG0140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0140!SPC ME W     -   0.99994739  x   0.99996738  =   0.99991478
 RG0140!UTM  19      -   0.99994739  x   0.99968270  =   0.99963011
 RG0140
 RG0140                          SUPERSEDED SURVEY CONTROL
 RG0140
 RG0140  NAD 83(1992)-  46 24 41.78483(N)    070 04 02.16405(W) AD(       ) 3
 RG0140  NAD 83(1986)-  46 24 41.79494(N)    070 04 02.18214(W) AD(       ) 3
 RG0140  NAD 27      -  46 24 41.68100(N)    070 04 03.91300(W) AD(       ) 3
 RG0140
 RG0140.Superseded values are not recommended for survey control.
 RG0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0140.See file dsdata.txt to determine how the superseded data were derived.
 RG0140
 RG0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM1797440335(NAD 83)
 RG0140_MARKER: Z = SEE DESCRIPTION
 RG0140_SETTING: 0 = UNSPECIFIED SETTING
 RG0140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0140
 RG0140  HISTORY     - Date     Condition        Report By
 RG0140  HISTORY     - 1913     MONUMENTED       IBC
 RG0140  HISTORY     - 1965     POOR             IBC
 RG0140
 RG0140                          STATION DESCRIPTION
 RG0140
 RG0140'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1913 (JBB)
 RG0140'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0140'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0140'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0140'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0140'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0140'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0140'THE POST.
 RG0140
 RG0140                          STATION RECOVERY (1965)
 RG0140
 RG0140'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 RG0140'NEW POST ATTACHED TO OLD BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0415 ***********************************************************************
 SF0415  DESIGNATION -  REF MON S 87 1910
 SF0415  PID         -  SF0415
 SF0415  STATE/COUNTY-  ME/AROOSTOOK
 SF0415  USGS QUAD   -  FORT KENT NORTH (1985)
 SF0415
 SF0415                         *CURRENT SURVEY CONTROL
 SF0415  ___________________________________________________________________
 SF0415* NAD 83(1996)-  47 16 02.75086(N)    068 35 33.77675(W)     ADJUSTED  
 SF0415* NAVD 88     -       186.     (meters)     610.     (feet)  SCALED    
 SF0415  ___________________________________________________________________
 SF0415  LAPLACE CORR-           6.35  (seconds)                    DEFLEC99
 SF0415  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 SF0415
 SF0415  HORZ ORDER  -  THIRD
 SF0415
 SF0415.The horizontal coordinates were established by classical geodetic methods
 SF0415.and adjusted by the National Geodetic Survey in March 1998..
 SF0415
 SF0415.The orthometric height was scaled from a topographic map.
 SF0415
 SF0415.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0415
 SF0415.The geoid height was determined by GEOID03.
 SF0415
 SF0415;                    North         East     Units Scale Factor Converg.
 SF0415;SPC ME E     -   400,156.323   292,984.374   MT  0.99990060   -0 04 05.2
 SF0415;UTM  19      - 5,234,963.855   530,809.158   MT  0.99961167   +0 17 57.0
 SF0415
 SF0415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0415!SPC ME E     -   0.99997469  x   0.99990060  =   0.99987530
 SF0415!UTM  19      -   0.99997469  x   0.99961167  =   0.99958637
 SF0415
 SF0415:                Primary Azimuth Mark                     Grid Az
 SF0415:SPC ME E     -  CLAIR GSC 1915                           265 20 02.4
 SF0415:UTM  19      -  CLAIR GSC 1915                           264 58 00.2
 SF0415
 SF0415|---------------------------------------------------------------------|
 SF0415| PID    Reference Object                     Distance      Geod. Az  |
 SF0415|                                                           dddmmss.s |
 SF0415| SF0421 CLAIR GSC 1915                      APPROX. 4.2 KM 2651557.2 |
 SF0415|---------------------------------------------------------------------|
 SF0415
 SF0415                          SUPERSEDED SURVEY CONTROL
 SF0415
 SF0415  NAD 83(1992)-  47 16 02.74529(N)    068 35 33.77342(W) AD(       ) 3
 SF0415  NAD 83(1986)-  47 16 02.75251(N)    068 35 33.76810(W) AD(       ) 3
 SF0415  NAD 27      -  47 16 02.61308(N)    068 35 35.60129(W) AD(       ) 3
 SF0415
 SF0415.Superseded values are not recommended for survey control.
 SF0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0415.See file dsdata.txt to determine how the superseded data were derived.
 SF0415
 SF0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN3080934964(NAD 83)
 SF0415_MARKER: Z = SEE DESCRIPTION
 SF0415_SETTING: 0 = UNSPECIFIED SETTING
 SF0415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0415
 SF0415  HISTORY     - Date     Condition        Report By
 SF0415  HISTORY     - 1910     MONUMENTED       IBC
 SF0415  HISTORY     - 1929     POOR             IBC
 SF0415  HISTORY     - 1951     GOOD             IBC
 SF0415
 SF0415                          STATION DESCRIPTION
 SF0415
 SF0415'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (BF)
 SF0415'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0415'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0415'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0415'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0415'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0415'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0415'THE POST.
 SF0415
 SF0415                          STATION RECOVERY (1929)
 SF0415
 SF0415'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1929 (JH)
 SF0415'TILTED OUT OF PLUMB BY THE ACTION OF FROST.  EXCAVATION MADE AROUND
 SF0415'THE BASE, BASE PLUMBED AND SECURED BY FIRMLY TAMPING THE EARTH BACK
 SF0415'INTO PLACE.
 SF0415
 SF0415                          STATION RECOVERY (1951)
 SF0415
 SF0415'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1951 (NWS)
 SF0415'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0486 ***********************************************************************
 SF0486  DESIGNATION -  REF MON S 96 1910
 SF0486  PID         -  SF0486
 SF0486  STATE/COUNTY-  ME/AROOSTOOK
 SF0486  USGS QUAD   -  WHEELOCK (1985)
 SF0486
 SF0486                         *CURRENT SURVEY CONTROL
 SF0486  ___________________________________________________________________
 SF0486* NAD 83(1996)-  47 13 52.01706(N)    068 40 27.87076(W)     ADJUSTED  
 SF0486* NAVD 88     -       189.     (meters)     620.     (feet)  SCALED    
 SF0486  ___________________________________________________________________
 SF0486  LAPLACE CORR-           5.64  (seconds)                    DEFLEC99
 SF0486  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 SF0486
 SF0486  HORZ ORDER  -  THIRD
 SF0486
 SF0486.The horizontal coordinates were established by classical geodetic methods
 SF0486.and adjusted by the National Geodetic Survey in March 1998..
 SF0486
 SF0486.The orthometric height was scaled from a topographic map.
 SF0486
 SF0486.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0486
 SF0486.The geoid height was determined by GEOID03.
 SF0486
 SF0486;                    North         East     Units Scale Factor Converg.
 SF0486;SPC ME E     -   396,129.973   286,793.815   MT  0.99990214   -0 07 40.9
 SF0486;UTM  19      - 5,230,899.105   524,646.326   MT  0.99960747   +0 14 20.5
 SF0486
 SF0486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0486!SPC ME E     -   0.99997425  x   0.99990214  =   0.99987639
 SF0486!UTM  19      -   0.99997425  x   0.99960747  =   0.99958173
 SF0486
 SF0486:                Primary Azimuth Mark                     Grid Az
 SF0486:SPC ME E     -  CLAIR GSC 1915                           028 56 11.2
 SF0486:UTM  19      -  CLAIR GSC 1915                           028 34 09.8
 SF0486
 SF0486|---------------------------------------------------------------------|
 SF0486| PID    Reference Object                     Distance      Geod. Az  |
 SF0486|                                                           dddmmss.s |
 SF0486| SF0421 CLAIR GSC 1915                      APPROX. 4.2 KM 0284830.3 |
 SF0486|---------------------------------------------------------------------|
 SF0486
 SF0486                          SUPERSEDED SURVEY CONTROL
 SF0486
 SF0486  NAD 83(1992)-  47 13 52.01096(N)    068 40 27.86668(W) AD(       ) 3
 SF0486  NAD 83(1986)-  47 13 52.01846(N)    068 40 27.86185(W) AD(       ) 3
 SF0486  NAD 27      -  47 13 51.88078(N)    068 40 29.69093(W) AD(       ) 3
 SF0486
 SF0486.Superseded values are not recommended for survey control.
 SF0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0486.See file dsdata.txt to determine how the superseded data were derived.
 SF0486
 SF0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN2464630899(NAD 83)
 SF0486_MARKER: Z = SEE DESCRIPTION
 SF0486_SETTING: 0 = UNSPECIFIED SETTING
 SF0486_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0486
 SF0486  HISTORY     - Date     Condition        Report By
 SF0486  HISTORY     - 1910     MONUMENTED       IBC
 SF0486  HISTORY     - 1929     POOR             IBC
 SF0486  HISTORY     - 1951     GOOD             IBC
 SF0486
 SF0486                          STATION DESCRIPTION
 SF0486
 SF0486'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (BF)
 SF0486'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0486'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0486'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0486'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0486'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0486'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0486'THE POST.
 SF0486
 SF0486                          STATION RECOVERY (1929)
 SF0486
 SF0486'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1929 (JH)
 SF0486'TILTED OUT OF PLUMB BY THE ACTION OF FROST.  EXCAVATION MADE AROUND
 SF0486'THE BASE, BASE PLUMBED AND SECURED BY FIRMLY TAMPING THE EARTH BACK
 SF0486'INTO PLACE.
 SF0486
 SF0486                          STATION RECOVERY (1951)
 SF0486
 SF0486'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1951 (NWS)
 SF0486'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0560 ***********************************************************************
 SF0560  DESIGNATION -  REF MON S112 IBC
 SF0560  PID         -  SF0560
 SF0560  STATE/COUNTY-  ME/AROOSTOOK
 SF0560  USGS QUAD   -  ST FRANCIS (1985)
 SF0560
 SF0560                         *CURRENT SURVEY CONTROL
 SF0560  ___________________________________________________________________
 SF0560* NAD 83(1996)-  47 10 34.21572(N)    068 52 45.30874(W)     ADJUSTED  
 SF0560* NAVD 88     -       188.     (meters)     617.     (feet)  SCALED    
 SF0560  ___________________________________________________________________
 SF0560  LAPLACE CORR-           7.71  (seconds)                    DEFLEC99
 SF0560  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 SF0560
 SF0560  HORZ ORDER  -  THIRD
 SF0560
 SF0560.The horizontal coordinates were established by classical geodetic methods
 SF0560.and adjusted by the National Geodetic Survey in March 1998..
 SF0560
 SF0560.The orthometric height was scaled from a topographic map.
 SF0560
 SF0560.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0560
 SF0560.The geoid height was determined by GEOID03.
 SF0560
 SF0560;                    North         East     Units Scale Factor Converg.
 SF0560;SPC ME E     -   390,077.129   271,253.417   MT  0.99991015   -0 16 41.4
 SF0560;UTM  19      - 5,224,748.732   509,149.685   MT  0.99960103   +0 05 18.8
 SF0560
 SF0560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0560!SPC ME E     -   0.99997447  x   0.99991015  =   0.99988462
 SF0560!UTM  19      -   0.99997447  x   0.99960103  =   0.99957551
 SF0560
 SF0560:                Primary Azimuth Mark                     Grid Az
 SF0560:SPC ME E     -  REF MON S115 IBC                         280 13 24.4
 SF0560:UTM  19      -  REF MON S115 IBC                         279 51 24.2
 SF0560
 SF0560|---------------------------------------------------------------------|
 SF0560| PID    Reference Object                     Distance      Geod. Az  |
 SF0560|                                                           dddmmss.s |
 SF0560| SF0566 REF MON S115 IBC                    APPROX. 1.8 KM 2795643.0 |
 SF0560|---------------------------------------------------------------------|
 SF0560
 SF0560                          SUPERSEDED SURVEY CONTROL
 SF0560
 SF0560  NAD 83(1992)-  47 10 34.20778(N)    068 52 45.30430(W) AD(       ) 3
 SF0560  NAD 83(1986)-  47 10 34.21600(N)    068 52 45.30024(W) AD(       ) 3
 SF0560  NAD 27      -  47 10 34.06700(N)    068 52 47.17600(W) AD(       ) 3
 SF0560
 SF0560.Superseded values are not recommended for survey control.
 SF0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0560.See file dsdata.txt to determine how the superseded data were derived.
 SF0560
 SF0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN0915024749(NAD 83)
 SF0560_MARKER: Z = SEE DESCRIPTION
 SF0560_SETTING: 0 = UNSPECIFIED SETTING
 SF0560_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0560
 SF0560  HISTORY     - Date     Condition        Report By
 SF0560  HISTORY     - 1910     MONUMENTED       IBC
 SF0560  HISTORY     - 1951     POOR             IBC
 SF0560
 SF0560                          STATION DESCRIPTION
 SF0560
 SF0560'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (BF)
 SF0560'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0560'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0560'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0560'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0560'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0560'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0560'THE POST.
 SF0560
 SF0560                          STATION RECOVERY (1951)
 SF0560
 SF0560'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1951 (NWS)
 SF0560'STATION RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0564 ***********************************************************************
 SF0564  DESIGNATION -  REF MON S113 IBC
 SF0564  PID         -  SF0564
 SF0564  STATE/COUNTY-  ME/AROOSTOOK
 SF0564  USGS QUAD   -  ST FRANCIS (1985)
 SF0564
 SF0564                         *CURRENT SURVEY CONTROL
 SF0564  ___________________________________________________________________
 SF0564* NAD 83(1996)-  47 10 03.19564(N)    068 53 33.79490(W)     ADJUSTED  
 SF0564* NAVD 88     -       198.     (meters)     650.     (feet)  SCALED    
 SF0564  ___________________________________________________________________
 SF0564  LAPLACE CORR-           8.09  (seconds)                    DEFLEC99
 SF0564  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 SF0564
 SF0564  HORZ ORDER  -  THIRD
 SF0564
 SF0564.The horizontal coordinates were established by classical geodetic methods
 SF0564.and adjusted by the National Geodetic Survey in March 1998..
 SF0564
 SF0564.The orthometric height was scaled from a topographic map.
 SF0564
 SF0564.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0564
 SF0564.The geoid height was determined by GEOID03.
 SF0564
 SF0564;                    North         East     Units Scale Factor Converg.
 SF0564;SPC ME E     -   389,124.318   270,227.726   MT  0.99991089   -0 17 16.8
 SF0564;UTM  19      - 5,223,789.672   508,130.430   MT  0.99960081   +0 04 43.2
 SF0564
 SF0564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0564!SPC ME E     -   0.99997291  x   0.99991089  =   0.99988380
 SF0564!UTM  19      -   0.99997291  x   0.99960081  =   0.99957373
 SF0564
 SF0564:                Primary Azimuth Mark                     Grid Az
 SF0564:SPC ME E     -  REF MON C106 IBC                         010 26 33.7
 SF0564:UTM  19      -  REF MON C106 IBC                         010 04 33.7
 SF0564
 SF0564|---------------------------------------------------------------------|
 SF0564| PID    Reference Object                     Distance      Geod. Az  |
 SF0564|                                                           dddmmss.s |
 SF0564| SF0591 REF MON C106 IBC                    APPROX. 1.8 KM 0100916.9 |
 SF0564|---------------------------------------------------------------------|
 SF0564
 SF0564                          SUPERSEDED SURVEY CONTROL
 SF0564
 SF0564  NAD 83(1992)-  47 10 03.18784(N)    068 53 33.78993(W) AD(       ) 3
 SF0564  NAD 83(1986)-  47 10 03.19601(N)    068 53 33.78596(W) AD(       ) 3
 SF0564  NAD 27      -  47 10 03.04700(N)    068 53 35.66000(W) AD(       ) 3
 SF0564
 SF0564.Superseded values are not recommended for survey control.
 SF0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0564.See file dsdata.txt to determine how the superseded data were derived.
 SF0564
 SF0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN0813023790(NAD 83)
 SF0564_MARKER: Z = SEE DESCRIPTION
 SF0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF0564_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF0564+STABILITY: SURFACE MOTION
 SF0564
 SF0564  HISTORY     - Date     Condition        Report By
 SF0564  HISTORY     - 1910     MONUMENTED       IBC
 SF0564  HISTORY     - 1951     GOOD             IBC
 SF0564
 SF0564                          STATION DESCRIPTION
 SF0564
 SF0564'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JBB)
 SF0564'ORIGINAL DESCRIPTION NOT AVAILABLE.
 SF0564
 SF0564                          STATION RECOVERY (1951)
 SF0564
 SF0564'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1951 (NWS)
 SF0564'MONUMENT IS DIRECTLY SOUTH OF THE RAILROAD ROUNDHOUSE IN ST FRANCIS,
 SF0564'MAINE, ON NORTH END OF A HIGH KNOLL.  IT IS IN UNUSED, OPEN LAND, 60
 SF0564'FEET SOUTH OF AN EAST AND WEST FENCE AT FOOT OF KNOLL, WHICH
 SF0564'SEPARATES THE LOT WITH KNOLL FROM A WOOD PASTURE, WHICH IS BETWEEN
 SF0564'THIS UNUSED LOT AND THE RAILROAD PROPERTY AROUND THE ROUNDHOUSE.  THE
 SF0564'DEPOT IS ABOUT 1000 FEET NORTHEAST ON NORTH SIDE OF RAILROAD.
 SF0564'
 SF0564'TYPE B MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0567 ***********************************************************************
 SF0567  DESIGNATION -  REF MON S114 IBC
 SF0567  PID         -  SF0567
 SF0567  STATE/COUNTY-  ME/AROOSTOOK
 SF0567  USGS QUAD   -  ST FRANCIS (1985)
 SF0567
 SF0567                         *CURRENT SURVEY CONTROL
 SF0567  ___________________________________________________________________
 SF0567* NAD 83(1996)-  47 10 33.49376(N)    068 54 11.90179(W)     ADJUSTED  
 SF0567* NAVD 88     -       505.     (meters)    1657.     (feet)  SCALED    
 SF0567  ___________________________________________________________________
 SF0567  LAPLACE CORR-           6.86  (seconds)                    DEFLEC99
 SF0567  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 SF0567
 SF0567  HORZ ORDER  -  THIRD
 SF0567
 SF0567.The horizontal coordinates were established by classical geodetic methods
 SF0567.and adjusted by the National Geodetic Survey in March 1998..
 SF0567
 SF0567.The orthometric height was scaled from a topographic map.
 SF0567
 SF0567.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0567
 SF0567.The geoid height was determined by GEOID03.
 SF0567
 SF0567;                    North         East     Units Scale Factor Converg.
 SF0567;SPC ME E     -   390,063.968   269,430.087   MT  0.99991148   -0 17 44.9
 SF0567;UTM  19      - 5,224,723.909   507,327.042   MT  0.99960066   +0 04 15.3
 SF0567
 SF0567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0567!SPC ME E     -   0.99992480  x   0.99991148  =   0.99983628
 SF0567!UTM  19      -   0.99992480  x   0.99960066  =   0.99952549
 SF0567
 SF0567:                Primary Azimuth Mark                     Grid Az
 SF0567:SPC ME E     -  REF MON C106 IBC                         054 41 39.5
 SF0567:UTM  19      -  REF MON C106 IBC                         054 19 39.3
 SF0567
 SF0567|---------------------------------------------------------------------|
 SF0567| PID    Reference Object                     Distance      Geod. Az  |
 SF0567|                                                           dddmmss.s |
 SF0567| SF0591 REF MON C106 IBC                    APPROX. 1.4 KM 0542354.6 |
 SF0567| SF0565 ST FRANCIS WEST BASE IBC            478.251 METERS 1560115.3 |
 SF0567|---------------------------------------------------------------------|
 SF0567
 SF0567                          SUPERSEDED SURVEY CONTROL
 SF0567
 SF0567  NAD 83(1992)-  47 10 33.48563(N)    068 54 11.89655(W) AD(       ) 3
 SF0567  NAD 83(1986)-  47 10 33.49381(N)    068 54 11.89239(W) AD(       ) 3
 SF0567  NAD 27      -  47 10 33.34500(N)    068 54 13.76800(W) AD(       ) 3
 SF0567
 SF0567.Superseded values are not recommended for survey control.
 SF0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0567.See file dsdata.txt to determine how the superseded data were derived.
 SF0567
 SF0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN0732724724(NAD 83)
 SF0567_MARKER: Z = SEE DESCRIPTION
 SF0567_SETTING: 0 = UNSPECIFIED SETTING
 SF0567_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0567
 SF0567  HISTORY     - Date     Condition        Report By
 SF0567  HISTORY     - 1910     MONUMENTED       IBC
 SF0567
 SF0567                          STATION DESCRIPTION
 SF0567
 SF0567'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (BF)
 SF0567'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0567'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0567'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0567'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0567'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0567'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0567'THE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0568 ***********************************************************************
 SF0568  DESIGNATION -  REF MON S115 A IBC
 SF0568  PID         -  SF0568
 SF0568  STATE/COUNTY-  ME/AROOSTOOK
 SF0568  USGS QUAD   -  ST FRANCIS (1985)
 SF0568
 SF0568                         *CURRENT SURVEY CONTROL
 SF0568  ___________________________________________________________________
 SF0568* NAD 83(1996)-  47 10 43.50694(N)    068 54 12.41335(W)     ADJUSTED  
 SF0568* NAVD 88     -       170.     (meters)     558.     (feet)  SCALED    
 SF0568  ___________________________________________________________________
 SF0568  LAPLACE CORR-           6.70  (seconds)                    DEFLEC99
 SF0568  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 SF0568
 SF0568  HORZ ORDER  -  THIRD
 SF0568
 SF0568.The horizontal coordinates were established by classical geodetic methods
 SF0568.and adjusted by the National Geodetic Survey in March 1998..
 SF0568.No horizontal observational check was made to the station.
 SF0568
 SF0568.The orthometric height was scaled from a topographic map.
 SF0568
 SF0568.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0568
 SF0568.The geoid height was determined by GEOID03.
 SF0568
 SF0568;                    North         East     Units Scale Factor Converg.
 SF0568;SPC ME E     -   390,373.217   269,420.913   MT  0.99991149   -0 17 45.3
 SF0568;UTM  19      - 5,225,032.996   507,315.892   MT  0.99960066   +0 04 14.9
 SF0568
 SF0568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0568!SPC ME E     -   0.99997730  x   0.99991149  =   0.99988879
 SF0568!UTM  19      -   0.99997730  x   0.99960066  =   0.99957797
 SF0568
 SF0568                          SUPERSEDED SURVEY CONTROL
 SF0568
 SF0568  NAD 83(1992)-  47 10 43.49871(N)    068 54 12.40839(W) AD(       ) 3
 SF0568  NAD 83(1986)-  47 10 43.50706(N)    068 54 12.40440(W) AD(       ) 3
 SF0568  NAD 27      -  47 10 43.36778(N)    068 54 14.21204(W) AD(       ) 3
 SF0568
 SF0568.Superseded values are not recommended for survey control.
 SF0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0568.See file dsdata.txt to determine how the superseded data were derived.
 SF0568
 SF0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN0731625033(NAD 83)
 SF0568_MARKER: Z = SEE DESCRIPTION
 SF0568_SETTING: 0 = UNSPECIFIED SETTING
 SF0568_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0568
 SF0568  HISTORY     - Date     Condition        Report By
 SF0568  HISTORY     - 1939     MONUMENTED       IBC
 SF0568  HISTORY     - 1962     GOOD             IBC
 SF0568
 SF0568                          STATION DESCRIPTION
 SF0568
 SF0568'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1939 (DFC)
 SF0568'ERECTED TO TAKE THE PLACE OF REFERENCE MONUMENT S-115, WHICH HAD
 SF0568'BEEN BURIED BY A SLIDING BANK.  THE NEW MONUMENT IS OF THE SAME SIZE
 SF0568'AND TYPE AS THE ONE WHICH IT REPLACES, BUT ITS BASE IS
 SF0568'MARKED---1939---AND---U.S. NO. 115-A---.  IT IS 35.6 METERS
 SF0568'SOUTHWEST OF THE FORMER SITE OF REFERENCE MONUMENT S-115.
 SF0568'
 SF0568'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0568'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0568'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0568'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0568'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0568'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0568'THE POST.
 SF0568
 SF0568                          STATION RECOVERY (1962)
 SF0568
 SF0568'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0568'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0566 ***********************************************************************
 SF0566  DESIGNATION -  REF MON S115 IBC
 SF0566  PID         -  SF0566
 SF0566  STATE/COUNTY-  ME/AROOSTOOK
 SF0566  USGS QUAD   -  ST FRANCIS (1985)
 SF0566
 SF0566                         *CURRENT SURVEY CONTROL
 SF0566  ___________________________________________________________________
 SF0566* NAD 83(1996)-  47 10 44.52180(N)    068 54 11.58936(W)     ADJUSTED  
 SF0566* NAVD 88     -       164.     (meters)     538.     (feet)  SCALED    
 SF0566  ___________________________________________________________________
 SF0566  LAPLACE CORR-           6.69  (seconds)                    DEFLEC99
 SF0566  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 SF0566
 SF0566  HORZ ORDER  -  THIRD
 SF0566
 SF0566.The horizontal coordinates were established by classical geodetic methods
 SF0566.and adjusted by the National Geodetic Survey in March 1998..
 SF0566
 SF0566.The orthometric height was scaled from a topographic map.
 SF0566
 SF0566.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0566
 SF0566.The geoid height was determined by GEOID03.
 SF0566
 SF0566;                    North         East     Units Scale Factor Converg.
 SF0566;SPC ME E     -   390,404.465   269,438.423   MT  0.99991148   -0 17 44.7
 SF0566;UTM  19      - 5,225,064.346   507,333.197   MT  0.99960066   +0 04 15.6
 SF0566
 SF0566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0566!SPC ME E     -   0.99997824  x   0.99991148  =   0.99988972
 SF0566!UTM  19      -   0.99997824  x   0.99960066  =   0.99957891
 SF0566
 SF0566:                Primary Azimuth Mark                     Grid Az
 SF0566:SPC ME E     -  REF MON C106 IBC                         067 53 22.4
 SF0566:UTM  19      -  REF MON C106 IBC                         067 31 22.1
 SF0566
 SF0566|---------------------------------------------------------------------|
 SF0566| PID    Reference Object                     Distance      Geod. Az  |
 SF0566|                                                           dddmmss.s |
 SF0566| SF0591 REF MON C106 IBC                    APPROX. 1.2 KM 0673537.7 |
 SF0566|---------------------------------------------------------------------|
 SF0566
 SF0566                          SUPERSEDED SURVEY CONTROL
 SF0566
 SF0566  NAD 83(1992)-  47 10 44.51356(N)    068 54 11.58443(W) AD(       ) 3
 SF0566  NAD 83(1986)-  47 10 44.52182(N)    068 54 11.58052(W) AD(       ) 3
 SF0566  NAD 27      -  47 10 44.37200(N)    068 54 13.45500(W) AD(       ) 3
 SF0566
 SF0566.Superseded values are not recommended for survey control.
 SF0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0566.See file dsdata.txt to determine how the superseded data were derived.
 SF0566
 SF0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN0733325064(NAD 83)
 SF0566_MARKER: Z = SEE DESCRIPTION
 SF0566_SETTING: 0 = UNSPECIFIED SETTING
 SF0566_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0566
 SF0566  HISTORY     - Date     Condition        Report By
 SF0566  HISTORY     - 1910     MONUMENTED       IBC
 SF0566  HISTORY     - 1962     MARK NOT FOUND   IBC
 SF0566
 SF0566                          STATION DESCRIPTION
 SF0566
 SF0566'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (BF)
 SF0566'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0566'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0566'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0566'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0566'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0566'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0566'THE POST.
 SF0566
 SF0566                          STATION RECOVERY (1962)
 SF0566
 SF0566'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0566'STATION LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0573 ***********************************************************************
 SF0573  DESIGNATION -  REF MON S116 IBC
 SF0573  PID         -  SF0573
 SF0573  STATE/COUNTY-  ME/AROOSTOOK
 SF0573  USGS QUAD   -  ST FRANCIS (1985)
 SF0573
 SF0573                         *CURRENT SURVEY CONTROL
 SF0573  ___________________________________________________________________
 SF0573* NAD 83(1996)-  47 11 15.39738(N)    068 54 50.87560(W)     ADJUSTED  
 SF0573* NAVD 88     -       469.     (meters)    1539.     (feet)  SCALED    
 SF0573  ___________________________________________________________________
 SF0573  LAPLACE CORR-           5.98  (seconds)                    DEFLEC99
 SF0573  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 SF0573
 SF0573  HORZ ORDER  -  THIRD
 SF0573
 SF0573.The horizontal coordinates were established by classical geodetic methods
 SF0573.and adjusted by the National Geodetic Survey in March 1998..
 SF0573
 SF0573.The orthometric height was scaled from a topographic map.
 SF0573
 SF0573.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0573
 SF0573.The geoid height was determined by GEOID03.
 SF0573
 SF0573;                    North         East     Units Scale Factor Converg.
 SF0573;SPC ME E     -   391,362.188   268,616.351   MT  0.99991210   -0 18 13.7
 SF0573;UTM  19      - 5,226,016.491   506,505.269   MT  0.99960052   +0 03 46.8
 SF0573
 SF0573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0573!SPC ME E     -   0.99993044  x   0.99991210  =   0.99984255
 SF0573!UTM  19      -   0.99993044  x   0.99960052  =   0.99953099
 SF0573
 SF0573                          SUPERSEDED SURVEY CONTROL
 SF0573
 SF0573  NAD 83(1992)-  47 11 15.38884(N)    068 54 50.87077(W) AD(       ) 3
 SF0573  NAD 83(1986)-  47 11 15.39707(N)    068 54 50.86671(W) AD(       ) 3
 SF0573  NAD 27      -  47 11 15.25000(N)    068 54 52.74100(W) AD(       ) 3
 SF0573
 SF0573.Superseded values are not recommended for survey control.
 SF0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0573.See file dsdata.txt to determine how the superseded data were derived.
 SF0573
 SF0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN0650526016(NAD 83)
 SF0573_MARKER: Z = SEE DESCRIPTION
 SF0573_SETTING: 0 = UNSPECIFIED SETTING
 SF0573_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0573
 SF0573  HISTORY     - Date     Condition        Report By
 SF0573  HISTORY     - 1910     MONUMENTED       IBC
 SF0573  HISTORY     - 1950     POOR             IBC
 SF0573
 SF0573                          STATION DESCRIPTION
 SF0573
 SF0573'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (BF)
 SF0573'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0573'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0573'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0573'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0573'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0573'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0573'THE POST.
 SF0573
 SF0573                          STATION RECOVERY (1950)
 SF0573
 SF0573'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1950 (NWS)
 SF0573'REPAIRS CONSISTED OF THE REMOVAL OF THE DETERIORATED CONCRETE AND THE
 SF0573'POURING OF FRESH CONCRETE INTO A SUITABLE FORM, CENTERED OVER THE
 SF0573'MONUMENT, OF SUFFICIENT HEIGHT TO GIVE A COVERING OF 2 INCHES OF
 SF0573'CONCRETE OVER THE ENDS OF THE RODS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0577 ***********************************************************************
 SF0577  DESIGNATION -  REF MON S117 IBC
 SF0577  PID         -  SF0577
 SF0577  STATE/COUNTY-  ME/AROOSTOOK
 SF0577  USGS QUAD   -  ST FRANCIS (1985)
 SF0577
 SF0577                         *CURRENT SURVEY CONTROL
 SF0577  ___________________________________________________________________
 SF0577* NAD 83(1996)-  47 11 48.20159(N)    068 55 34.22350(W)     ADJUSTED  
 SF0577* NAVD 88     -       195.     (meters)     640.     (feet)  SCALED    
 SF0577  ___________________________________________________________________
 SF0577  LAPLACE CORR-           6.71  (seconds)                    DEFLEC99
 SF0577  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 SF0577
 SF0577  HORZ ORDER  -  THIRD
 SF0577
 SF0577.The horizontal coordinates were established by classical geodetic methods
 SF0577.and adjusted by the National Geodetic Survey in March 1998..
 SF0577
 SF0577.The orthometric height was scaled from a topographic map.
 SF0577
 SF0577.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0577
 SF0577.The geoid height was determined by GEOID03.
 SF0577
 SF0577;                    North         East     Units Scale Factor Converg.
 SF0577;SPC ME E     -   392,380.047   267,709.386   MT  0.99991281   -0 18 45.7
 SF0577;UTM  19      - 5,227,028.207   505,592.091   MT  0.99960038   +0 03 15.0
 SF0577
 SF0577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0577!SPC ME E     -   0.99997339  x   0.99991281  =   0.99988620
 SF0577!UTM  19      -   0.99997339  x   0.99960038  =   0.99957378
 SF0577
 SF0577:                Primary Azimuth Mark                     Grid Az
 SF0577:SPC ME E     -  C110 IBC                                 016 46 12.4
 SF0577:UTM  19      -  C110 IBC                                 016 24 11.7
 SF0577
 SF0577|---------------------------------------------------------------------|
 SF0577| PID    Reference Object                     Distance      Geod. Az  |
 SF0577|                                                           dddmmss.s |
 SF0577| SF0574 C110 IBC                            APPROX. 1.1 KM 0162726.7 |
 SF0577| SF0575 REF MON C108 IBC                    196.698 METERS 03940     |
 SF0577|---------------------------------------------------------------------|
 SF0577
 SF0577                          SUPERSEDED SURVEY CONTROL
 SF0577
 SF0577  NAD 83(1992)-  47 11 48.19280(N)    068 55 34.21898(W) AD(       ) 3
 SF0577  NAD 83(1986)-  47 11 48.20118(N)    068 55 34.21528(W) AD(       ) 3
 SF0577  NAD 27      -  47 11 48.05700(N)    068 55 36.09000(W) AD(       ) 3
 SF0577
 SF0577.Superseded values are not recommended for survey control.
 SF0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0577.See file dsdata.txt to determine how the superseded data were derived.
 SF0577
 SF0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN0559227028(NAD 83)
 SF0577_MARKER: Z = SEE DESCRIPTION
 SF0577_SETTING: 0 = UNSPECIFIED SETTING
 SF0577_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0577
 SF0577  HISTORY     - Date     Condition        Report By
 SF0577  HISTORY     - 1910     MONUMENTED       IBC
 SF0577
 SF0577                          STATION DESCRIPTION
 SF0577
 SF0577'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (BF)
 SF0577'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0577'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0577'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0577'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0577'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0577'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0577'THE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0580 ***********************************************************************
 SF0580  DESIGNATION -  REF MON S118 IBC
 SF0580  PID         -  SF0580
 SF0580  STATE/COUNTY-  ME/AROOSTOOK
 SF0580  USGS QUAD   -  ST FRANCIS (1985)
 SF0580
 SF0580                         *CURRENT SURVEY CONTROL
 SF0580  ___________________________________________________________________
 SF0580* NAD 83(1996)-  47 12 10.93231(N)    068 56 14.50716(W)     ADJUSTED  
 SF0580* NAVD 88     -       164.     (meters)     538.     (feet)  SCALED    
 SF0580  ___________________________________________________________________
 SF0580  LAPLACE CORR-           6.79  (seconds)                    DEFLEC99
 SF0580  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 SF0580
 SF0580  HORZ ORDER  -  THIRD
 SF0580
 SF0580.The horizontal coordinates were established by classical geodetic methods
 SF0580.and adjusted by the National Geodetic Survey in March 1998..
 SF0580
 SF0580.The orthometric height was scaled from a topographic map.
 SF0580
 SF0580.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0580
 SF0580.The geoid height was determined by GEOID03.
 SF0580
 SF0580;                    North         East     Units Scale Factor Converg.
 SF0580;SPC ME E     -   393,086.631   266,865.473   MT  0.99991349   -0 19 15.3
 SF0580;UTM  19      - 5,227,729.153   504,743.937   MT  0.99960028   +0 02 45.5
 SF0580
 SF0580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0580!SPC ME E     -   0.99997825  x   0.99991349  =   0.99989175
 SF0580!UTM  19      -   0.99997825  x   0.99960028  =   0.99957854
 SF0580
 SF0580|---------------------------------------------------------------------|
 SF0580| PID    Reference Object                     Distance      Geod. Az  |
 SF0580|                                                           dddmmss.s |
 SF0580| SF0579 REF MON C109 IBC                    179.963 METERS 02922     |
 SF0580| SF0571 C109 IBC                            APPROX. 2.1 KM 1091656.7 |
 SF0580|---------------------------------------------------------------------|
 SF0580
 SF0580                          SUPERSEDED SURVEY CONTROL
 SF0580
 SF0580  NAD 83(1992)-  47 12 10.92332(N)    068 56 14.50289(W) AD(       ) 3
 SF0580  NAD 83(1986)-  47 12 10.93165(N)    068 56 14.49940(W) AD(       ) 3
 SF0580  NAD 27      -  47 12 10.78700(N)    068 56 16.37600(W) AD(       ) 3
 SF0580
 SF0580.Superseded values are not recommended for survey control.
 SF0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0580.See file dsdata.txt to determine how the superseded data were derived.
 SF0580
 SF0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN0474427729(NAD 83)
 SF0580_MARKER: Z = SEE DESCRIPTION
 SF0580_SETTING: 0 = UNSPECIFIED SETTING
 SF0580_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0580
 SF0580  HISTORY     - Date     Condition        Report By
 SF0580  HISTORY     - 1910     MONUMENTED       IBC
 SF0580  HISTORY     - 1962     MARK NOT FOUND   IBC
 SF0580
 SF0580                          STATION DESCRIPTION
 SF0580
 SF0580'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (BF)
 SF0580'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0580'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0580'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0580'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0580'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0580'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0580'THE POST.
 SF0580
 SF0580                          STATION RECOVERY (1962)
 SF0580
 SF0580'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0580'STATION LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0583 ***********************************************************************
 SF0583  DESIGNATION -  REF MON S119 IBC
 SF0583  PID         -  SF0583
 SF0583  STATE/COUNTY-  ME/AROOSTOOK
 SF0583  USGS QUAD   -  ST FRANCIS (1985)
 SF0583
 SF0583                         *CURRENT SURVEY CONTROL
 SF0583  ___________________________________________________________________
 SF0583* NAD 83(1996)-  47 12 10.23068(N)    068 57 10.53244(W)     ADJUSTED  
 SF0583* NAVD 88     -       188.     (meters)     617.     (feet)  SCALED    
 SF0583  ___________________________________________________________________
 SF0583  LAPLACE CORR-           6.43  (seconds)                    DEFLEC99
 SF0583  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 SF0583
 SF0583  HORZ ORDER  -  THIRD
 SF0583
 SF0583.The horizontal coordinates were established by classical geodetic methods
 SF0583.and adjusted by the National Geodetic Survey in March 1998..
 SF0583
 SF0583.The orthometric height was scaled from a topographic map.
 SF0583
 SF0583.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0583
 SF0583.The geoid height was determined by GEOID03.
 SF0583
 SF0583;                    North         East     Units Scale Factor Converg.
 SF0583;SPC ME E     -   393,071.687   265,686.332   MT  0.99991447   -0 19 56.4
 SF0583;UTM  19      - 5,227,706.666   503,565.285   MT  0.99960016   +0 02 04.3
 SF0583
 SF0583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0583!SPC ME E     -   0.99997450  x   0.99991447  =   0.99988897
 SF0583!UTM  19      -   0.99997450  x   0.99960016  =   0.99957467
 SF0583
 SF0583|---------------------------------------------------------------------|
 SF0583| PID    Reference Object                     Distance      Geod. Az  |
 SF0583|                                                           dddmmss.s |
 SF0583| SF0581 REF MON C110 IBC                    372.572 METERS 03803     |
 SF0583| SF0571 C109 IBC                            APPROX. 3.3 KM 1020446.6 |
 SF0583|---------------------------------------------------------------------|
 SF0583
 SF0583                          SUPERSEDED SURVEY CONTROL
 SF0583
 SF0583  NAD 83(1992)-  47 12 10.22141(N)    068 57 10.52828(W) AD(       ) 3
 SF0583  NAD 83(1986)-  47 12 10.22983(N)    068 57 10.52486(W) AD(       ) 3
 SF0583  NAD 27      -  47 12 10.08700(N)    068 57 12.40400(W) AD(       ) 3
 SF0583
 SF0583.Superseded values are not recommended for survey control.
 SF0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0583.See file dsdata.txt to determine how the superseded data were derived.
 SF0583
 SF0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN0356527707(NAD 83)
 SF0583_MARKER: Z = SEE DESCRIPTION
 SF0583_SETTING: 0 = UNSPECIFIED SETTING
 SF0583_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0583
 SF0583  HISTORY     - Date     Condition        Report By
 SF0583  HISTORY     - 1910     MONUMENTED       IBC
 SF0583
 SF0583                          STATION DESCRIPTION
 SF0583
 SF0583'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (BF)
 SF0583'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0583'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0583'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0583'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0583'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0583'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0583'THE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0585 ***********************************************************************
 SF0585  DESIGNATION -  REF MON S120 IBC
 SF0585  PID         -  SF0585
 SF0585  STATE/COUNTY-  ME/AROOSTOOK
 SF0585  USGS QUAD   -  ST FRANCIS (1985)
 SF0585
 SF0585                         *CURRENT SURVEY CONTROL
 SF0585  ___________________________________________________________________
 SF0585* NAD 83(1996)-  47 12 42.75959(N)    068 58 18.36653(W)     ADJUSTED  
 SF0585* NAVD 88     -       188.     (meters)     617.     (feet)  SCALED    
 SF0585  ___________________________________________________________________
 SF0585  LAPLACE CORR-           6.77  (seconds)                    DEFLEC99
 SF0585  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 SF0585
 SF0585  HORZ ORDER  -  THIRD
 SF0585
 SF0585.The horizontal coordinates were established by classical geodetic methods
 SF0585.and adjusted by the National Geodetic Survey in March 1998..
 SF0585
 SF0585.The orthometric height was scaled from a topographic map.
 SF0585
 SF0585.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0585
 SF0585.The geoid height was determined by GEOID03.
 SF0585
 SF0585;                    North         East     Units Scale Factor Converg.
 SF0585;SPC ME E     -   394,084.591   264,264.872   MT  0.99991569   -0 20 46.4
 SF0585;UTM  19      - 5,228,710.130   502,137.818   MT  0.99960006   +0 01 14.6
 SF0585
 SF0585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0585!SPC ME E     -   0.99997450  x   0.99991569  =   0.99989020
 SF0585!UTM  19      -   0.99997450  x   0.99960006  =   0.99957457
 SF0585
 SF0585:                Primary Azimuth Mark                     Grid Az
 SF0585:SPC ME E     -  REF MON C111 IBC                         060 49 16.0
 SF0585:UTM  19      -  REF MON C111 IBC                         060 27 15.0
 SF0585
 SF0585|---------------------------------------------------------------------|
 SF0585| PID    Reference Object                     Distance      Geod. Az  |
 SF0585|                                                           dddmmss.s |
 SF0585| SF0584 REF MON C111 IBC                    436.626 METERS 0602829.6 |
 SF0585| SF0588 C112 IBC                            APPROX. 2.0 KM 3483640.8 |
 SF0585|---------------------------------------------------------------------|
 SF0585
 SF0585                          SUPERSEDED SURVEY CONTROL
 SF0585
 SF0585  NAD 83(1992)-  47 12 42.75002(N)    068 58 18.36310(W) AD(       ) 3
 SF0585  NAD 83(1986)-  47 12 42.75859(N)    068 58 18.35986(W) AD(       ) 3
 SF0585  NAD 27      -  47 12 42.62100(N)    068 58 20.24000(W) AD(       ) 3
 SF0585
 SF0585.Superseded values are not recommended for survey control.
 SF0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0585.See file dsdata.txt to determine how the superseded data were derived.
 SF0585
 SF0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN0213828710(NAD 83)
 SF0585_MARKER: Z = SEE DESCRIPTION
 SF0585_SETTING: 0 = UNSPECIFIED SETTING
 SF0585_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0585
 SF0585  HISTORY     - Date     Condition        Report By
 SF0585  HISTORY     - 1910     MONUMENTED       IBC
 SF0585  HISTORY     - 1962     GOOD             IBC
 SF0585
 SF0585                          STATION DESCRIPTION
 SF0585
 SF0585'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (BF)
 SF0585'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0585'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0585'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0585'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0585'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0585'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0585'THE POST.
 SF0585
 SF0585                          STATION RECOVERY (1962)
 SF0585
 SF0585'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0585'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF1041 ***********************************************************************
 SF1041  DESIGNATION -  REF MON S121 IBC
 SF1041  PID         -  SF1041
 SF1041  STATE/COUNTY-  ME/AROOSTOOK
 SF1041  USGS QUAD   -  FALLS BROOK LAKE (1987)
 SF1041
 SF1041                         *CURRENT SURVEY CONTROL
 SF1041  ___________________________________________________________________
 SF1041* NAD 83(1996)-  47 13 41.11013(N)    069 00 22.06098(W)     ADJUSTED  
 SF1041* NAVD 88     -       182.     (meters)     597.     (feet)  SCALED    
 SF1041  ___________________________________________________________________
 SF1041  LAPLACE CORR-           6.22  (seconds)                    DEFLEC99
 SF1041  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 SF1041
 SF1041  HORZ ORDER  -  THIRD
 SF1041
 SF1041.The horizontal coordinates were established by classical geodetic methods
 SF1041.and adjusted by the National Geodetic Survey in March 1998..
 SF1041
 SF1041.The orthometric height was scaled from a topographic map.
 SF1041
 SF1041.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF1041
 SF1041.The geoid height was determined by GEOID03.
 SF1041
 SF1041;                    North         East     Units Scale Factor Converg.
 SF1041;SPC ME E     -   395,902.686   261,673.919   MT  0.99991805   -0 22 17.5
 SF1041;UTM  19      - 5,230,511.022   499,536.098   MT  0.99960000   -0 00 16.2
 SF1041
 SF1041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF1041!SPC ME E     -   0.99997546  x   0.99991805  =   0.99989351
 SF1041!UTM  19      -   0.99997546  x   0.99960000  =   0.99957547
 SF1041
 SF1041:                Primary Azimuth Mark                     Grid Az
 SF1041:SPC ME E     -  REF MON C112 IBC                         110 48 01.4
 SF1041:UTM  19      -  REF MON C112 IBC                         110 26 00.1
 SF1041
 SF1041|---------------------------------------------------------------------|
 SF1041| PID    Reference Object                     Distance      Geod. Az  |
 SF1041|                                                           dddmmss.s |
 SF1041| SF0586 REF MON C112 IBC                    APPROX. 2.5 KM 1102543.9 |
 SF1041|---------------------------------------------------------------------|
 SF1041
 SF1041                          SUPERSEDED SURVEY CONTROL
 SF1041
 SF1041  NAD 83(1992)-  47 13 41.10013(N)    069 00 22.05891(W) AD(       ) 3
 SF1041  NAD 83(1986)-  47 13 41.10889(N)    069 00 22.05606(W) AD(       ) 3
 SF1041  NAD 27      -  47 13 40.97700(N)    069 00 23.94000(W) AD(       ) 3
 SF1041
 SF1041.Superseded values are not recommended for survey control.
 SF1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF1041.See file dsdata.txt to determine how the superseded data were derived.
 SF1041
 SF1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9953630511(NAD 83)
 SF1041_MARKER: Z = SEE DESCRIPTION
 SF1041_SETTING: 0 = UNSPECIFIED SETTING
 SF1041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF1041
 SF1041  HISTORY     - Date     Condition        Report By
 SF1041  HISTORY     - 1910     MONUMENTED       IBC
 SF1041  HISTORY     - 1962     GOOD             IBC
 SF1041
 SF1041                          STATION DESCRIPTION
 SF1041
 SF1041'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (BF)
 SF1041'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF1041'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF1041'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF1041'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF1041'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF1041'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF1041'THE POST.
 SF1041
 SF1041                          STATION RECOVERY (1962)
 SF1041
 SF1041'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF1041'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF1045 ***********************************************************************
 SF1045  DESIGNATION -  REF MON S123 IBC
 SF1045  PID         -  SF1045
 SF1045  STATE/COUNTY-  ME/AROOSTOOK
 SF1045  USGS QUAD   -  FALLS BROOK LAKE (1987)
 SF1045
 SF1045                         *CURRENT SURVEY CONTROL
 SF1045  ___________________________________________________________________
 SF1045* NAD 83(1996)-  47 14 28.94705(N)    069 02 07.09005(W)     ADJUSTED  
 SF1045* NAVD 88     -       175.     (meters)     574.     (feet)  SCALED    
 SF1045  ___________________________________________________________________
 SF1045  LAPLACE CORR-           5.75  (seconds)                    DEFLEC99
 SF1045  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 SF1045
 SF1045  HORZ ORDER  -  THIRD
 SF1045
 SF1045.The horizontal coordinates were established by classical geodetic methods
 SF1045.and adjusted by the National Geodetic Survey in March 1998..
 SF1045
 SF1045.The orthometric height was scaled from a topographic map.
 SF1045
 SF1045.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF1045
 SF1045.The geoid height was determined by GEOID03.
 SF1045
 SF1045;                    North         East     Units Scale Factor Converg.
 SF1045;SPC ME E     -   397,394.575   259,474.826   MT  0.99992018   -0 23 34.9
 SF1045;UTM  19      - 5,231,988.320   497,328.196   MT  0.99960009   -0 01 33.3
 SF1045
 SF1045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF1045!SPC ME E     -   0.99997656  x   0.99992018  =   0.99989675
 SF1045!UTM  19      -   0.99997656  x   0.99960009  =   0.99957666
 SF1045
 SF1045|---------------------------------------------------------------------|
 SF1045| PID    Reference Object                     Distance      Geod. Az  |
 SF1045|                                                           dddmmss.s |
 SF1045| SF1044 C114 IBC                            139.385 METERS 10947     |
 SF1045| SF1050 S123 IBC                            APPROX. 0.9 KM 3014556.8 |
 SF1045| SF1046 REF MON C114 IBC                    271.484 METERS 34215     |
 SF1045|---------------------------------------------------------------------|
 SF1045
 SF1045                          SUPERSEDED SURVEY CONTROL
 SF1045
 SF1045  NAD 83(1992)-  47 14 28.93673(N)    069 02 07.08923(W) AD(       ) 3
 SF1045  NAD 83(1986)-  47 14 28.94565(N)    069 02 07.08671(W) AD(       ) 3
 SF1045  NAD 27      -  47 14 28.81800(N)    069 02 08.97600(W) AD(       ) 3
 SF1045
 SF1045.Superseded values are not recommended for survey control.
 SF1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF1045.See file dsdata.txt to determine how the superseded data were derived.
 SF1045
 SF1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9732831988(NAD 83)
 SF1045_MARKER: Z = SEE DESCRIPTION
 SF1045_SETTING: 0 = UNSPECIFIED SETTING
 SF1045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF1045
 SF1045  HISTORY     - Date     Condition        Report By
 SF1045  HISTORY     - 1910     MONUMENTED       IBC
 SF1045
 SF1045                          STATION DESCRIPTION
 SF1045
 SF1045'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (BF)
 SF1045'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF1045'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF1045'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF1045'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF1045'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF1045'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF1045'THE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0770 ***********************************************************************
 SF0770  DESIGNATION -  REF MON S124 IBC
 SF0770  PID         -  SF0770
 SF0770  STATE/COUNTY-  ME/AROOSTOOK
 SF0770  USGS QUAD   -  BEAU LAKE (1987)
 SF0770
 SF0770                         *CURRENT SURVEY CONTROL
 SF0770  ___________________________________________________________________
 SF0770* NAD 83(1996)-  47 15 04.38500(N)    069 02 47.42350(W)     ADJUSTED  
 SF0770* NAVD 88     -       182.     (meters)     597.     (feet)  SCALED    
 SF0770  ___________________________________________________________________
 SF0770  LAPLACE CORR-           5.41  (seconds)                    DEFLEC99
 SF0770  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 SF0770
 SF0770  HORZ ORDER  -  THIRD
 SF0770
 SF0770.The horizontal coordinates were established by classical geodetic methods
 SF0770.and adjusted by the National Geodetic Survey in March 1998..
 SF0770
 SF0770.The orthometric height was scaled from a topographic map.
 SF0770
 SF0770.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0770
 SF0770.The geoid height was determined by GEOID03.
 SF0770
 SF0770;                    North         East     Units Scale Factor Converg.
 SF0770;SPC ME E     -   398,494.740   258,634.312   MT  0.99992102   -0 24 04.8
 SF0770;UTM  19      - 5,233,082.725   496,480.921   MT  0.99960015   -0 02 02.9
 SF0770
 SF0770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0770!SPC ME E     -   0.99997547  x   0.99992102  =   0.99989649
 SF0770!UTM  19      -   0.99997547  x   0.99960015  =   0.99957563
 SF0770
 SF0770                          SUPERSEDED SURVEY CONTROL
 SF0770
 SF0770  NAD 83(1992)-  47 15 04.37498(N)    069 02 47.42372(W) AD(       ) 3
 SF0770  NAD 83(1986)-  47 15 04.38386(N)    069 02 47.42116(W) AD(       ) 3
 SF0770  NAD 27      -  47 15 04.26100(N)    069 02 49.31600(W) AD(       ) 3
 SF0770
 SF0770.Superseded values are not recommended for survey control.
 SF0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0770.See file dsdata.txt to determine how the superseded data were derived.
 SF0770
 SF0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9648133083(NAD 83)
 SF0770_MARKER: Z = SEE DESCRIPTION
 SF0770_SETTING: 0 = UNSPECIFIED SETTING
 SF0770_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0770
 SF0770  HISTORY     - Date     Condition        Report By
 SF0770  HISTORY     - 1910     MONUMENTED       IBC
 SF0770  HISTORY     - 1962     GOOD             IBC
 SF0770
 SF0770                          STATION DESCRIPTION
 SF0770
 SF0770'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (BF)
 SF0770'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0770'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0770'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0770'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0770'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0770'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0770'THE POST.
 SF0770
 SF0770                          STATION RECOVERY (1962)
 SF0770
 SF0770'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0770'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0836 ***********************************************************************
 SF0836  DESIGNATION -  REF MON S125 IBC
 SF0836  PID         -  SF0836
 SF0836  STATE/COUNTY-  ME/AROOSTOOK
 SF0836  USGS QUAD   -  BEAU LAKE (1987)
 SF0836
 SF0836                         *CURRENT SURVEY CONTROL
 SF0836  ___________________________________________________________________
 SF0836* NAD 83(1996)-  47 15 36.31704(N)    069 03 03.12114(W)     ADJUSTED  
 SF0836* NAVD 88     -       304.     (meters)     997.     (feet)  SCALED    
 SF0836  ___________________________________________________________________
 SF0836  LAPLACE CORR-           5.45  (seconds)                    DEFLEC99
 SF0836  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 SF0836
 SF0836  HORZ ORDER  -  THIRD
 SF0836
 SF0836.The horizontal coordinates were established by classical geodetic methods
 SF0836.and adjusted by the National Geodetic Survey in March 1998..
 SF0836
 SF0836.The orthometric height was scaled from a topographic map.
 SF0836
 SF0836.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0836
 SF0836.The geoid height was determined by GEOID03.
 SF0836
 SF0836;                    North         East     Units Scale Factor Converg.
 SF0836;SPC ME E     -   399,483.090   258,311.227   MT  0.99992135   -0 24 16.5
 SF0836;UTM  19      - 5,234,068.668   496,151.615   MT  0.99960018   -0 02 14.5
 SF0836
 SF0836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0836!SPC ME E     -   0.99995635  x   0.99992135  =   0.99987770
 SF0836!UTM  19      -   0.99995635  x   0.99960018  =   0.99955655
 SF0836
 SF0836|---------------------------------------------------------------------|
 SF0836| PID    Reference Object                     Distance      Geod. Az  |
 SF0836|                                                           dddmmss.s |
 SF0836| SF0832 S129 IBC                            178.408 METERS 00753     |
 SF0836| SF0808 S130 IBC                            312.452 METERS 02450     |
 SF0836| SF0811 C122 IBC                            232.138 METERS 02857     |
 SF0836| SF0826 C121 IBC                             35.429 METERS 08533     |
 SF0836| SF0809 C120 IBC                            235.149 METERS 15011     |
 SF0836| SF0813 REF MON C115 IBC                    345.740 METERS 16143     |
 SF0836| SF0853 S127 IBC                            APPROX. 0.5 KM 2003954.9 |
 SF0836|---------------------------------------------------------------------|
 SF0836
 SF0836                          SUPERSEDED SURVEY CONTROL
 SF0836
 SF0836  NAD 83(1992)-  47 15 36.30709(N)    069 03 03.12182(W) AD(       ) 3
 SF0836  NAD 83(1986)-  47 15 36.31662(N)    069 03 03.11956(W) AD(       ) 3
 SF0836  NAD 27      -  47 15 36.19600(N)    069 03 05.01200(W) AD(       ) 3
 SF0836
 SF0836.Superseded values are not recommended for survey control.
 SF0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0836.See file dsdata.txt to determine how the superseded data were derived.
 SF0836
 SF0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9615234069(NAD 83)
 SF0836_MARKER: Z = SEE DESCRIPTION
 SF0836_SETTING: 0 = UNSPECIFIED SETTING
 SF0836_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0836
 SF0836  HISTORY     - Date     Condition        Report By
 SF0836  HISTORY     - 1910     MONUMENTED       IBC
 SF0836  HISTORY     - 1962     GOOD             IBC
 SF0836
 SF0836                          STATION DESCRIPTION
 SF0836
 SF0836'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (BF)
 SF0836'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0836'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0836'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0836'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0836'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0836'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0836'THE POST.
 SF0836
 SF0836                          STATION RECOVERY (1962)
 SF0836
 SF0836'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0836'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0787 ***********************************************************************
 SF0787  DESIGNATION -  REF MON S126 IBC
 SF0787  PID         -  SF0787
 SF0787  STATE/COUNTY-  ME/AROOSTOOK
 SF0787  USGS QUAD   -  BEAU LAKE (1987)
 SF0787
 SF0787                         *CURRENT SURVEY CONTROL
 SF0787  ___________________________________________________________________
 SF0787* NAD 83(1996)-  47 16 02.90584(N)    069 02 52.71249(W)     ADJUSTED  
 SF0787* NAVD 88     -       167.     (meters)     548.     (feet)  SCALED    
 SF0787  ___________________________________________________________________
 SF0787  LAPLACE CORR-           6.06  (seconds)                    DEFLEC99
 SF0787  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 SF0787
 SF0787  HORZ ORDER  -  THIRD
 SF0787
 SF0787.The horizontal coordinates were established by classical geodetic methods
 SF0787.and adjusted by the National Geodetic Survey in March 1998..
 SF0787
 SF0787.The orthometric height was scaled from a topographic map.
 SF0787
 SF0787.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0787
 SF0787.The geoid height was determined by GEOID03.
 SF0787
 SF0787;                    North         East     Units Scale Factor Converg.
 SF0787;SPC ME E     -   400,302.585   258,535.803   MT  0.99992112   -0 24 09.0
 SF0787;UTM  19      - 5,234,889.322   496,370.863   MT  0.99960016   -0 02 06.9
 SF0787
 SF0787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0787!SPC ME E     -   0.99997782  x   0.99992112  =   0.99989894
 SF0787!UTM  19      -   0.99997782  x   0.99960016  =   0.99957799
 SF0787
 SF0787                          SUPERSEDED SURVEY CONTROL
 SF0787
 SF0787  NAD 83(1992)-  47 16 02.89555(N)    069 02 52.71366(W) AD(       ) 3
 SF0787  NAD 83(1986)-  47 16 02.90505(N)    069 02 52.71150(W) AD(       ) 3
 SF0787  NAD 27      -  47 16 02.77400(N)    069 02 54.60400(W) AD(       ) 3
 SF0787
 SF0787.Superseded values are not recommended for survey control.
 SF0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0787.See file dsdata.txt to determine how the superseded data were derived.
 SF0787
 SF0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9637134889(NAD 83)
 SF0787_MARKER: Z = SEE DESCRIPTION
 SF0787_SETTING: 0 = UNSPECIFIED SETTING
 SF0787_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0787
 SF0787  HISTORY     - Date     Condition        Report By
 SF0787  HISTORY     - 1910     MONUMENTED       IBC
 SF0787  HISTORY     - 1962     GOOD             IBC
 SF0787
 SF0787                          STATION DESCRIPTION
 SF0787
 SF0787'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (BF)
 SF0787'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0787'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0787'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0787'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0787'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0787'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0787'THE POST.
 SF0787
 SF0787                          STATION RECOVERY (1962)
 SF0787
 SF0787'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0787'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0800 ***********************************************************************
 SF0800  DESIGNATION -  REF MON S127 IBC
 SF0800  PID         -  SF0800
 SF0800  STATE/COUNTY-  ME/AROOSTOOK
 SF0800  USGS QUAD   -  BEAU LAKE (1987)
 SF0800
 SF0800                         *CURRENT SURVEY CONTROL
 SF0800  ___________________________________________________________________
 SF0800* NAD 83(1996)-  47 16 29.50205(N)    069 02 55.35660(W)     ADJUSTED  
 SF0800* NAVD 88     -       167.     (meters)     548.     (feet)  SCALED    
 SF0800  ___________________________________________________________________
 SF0800  LAPLACE CORR-           6.23  (seconds)                    DEFLEC99
 SF0800  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 SF0800
 SF0800  HORZ ORDER  -  THIRD
 SF0800
 SF0800.The horizontal coordinates were established by classical geodetic methods
 SF0800.and adjusted by the National Geodetic Survey in March 1998..
 SF0800
 SF0800.The orthometric height was scaled from a topographic map.
 SF0800
 SF0800.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0800
 SF0800.The geoid height was determined by GEOID03.
 SF0800
 SF0800;                    North         East     Units Scale Factor Converg.
 SF0800;SPC ME E     -   401,124.241   258,486.004   MT  0.99992117   -0 24 11.2
 SF0800;UTM  19      - 5,235,710.379   496,315.816   MT  0.99960017   -0 02 08.8
 SF0800
 SF0800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0800!SPC ME E     -   0.99997782  x   0.99992117  =   0.99989899
 SF0800!UTM  19      -   0.99997782  x   0.99960017  =   0.99957800
 SF0800
 SF0800                          SUPERSEDED SURVEY CONTROL
 SF0800
 SF0800  NAD 83(1992)-  47 16 29.49137(N)    069 02 55.35805(W) AD(       ) 3
 SF0800  NAD 83(1986)-  47 16 29.50138(N)    069 02 55.35588(W) AD(       ) 3
 SF0800  NAD 27      -  47 16 29.35700(N)    069 02 57.23800(W) AD(       ) 3
 SF0800
 SF0800.Superseded values are not recommended for survey control.
 SF0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0800.See file dsdata.txt to determine how the superseded data were derived.
 SF0800
 SF0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9631635710(NAD 83)
 SF0800_MARKER: Z = SEE DESCRIPTION
 SF0800_SETTING: 0 = UNSPECIFIED SETTING
 SF0800_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0800
 SF0800  HISTORY     - Date     Condition        Report By
 SF0800  HISTORY     - 1910     MONUMENTED       IBC
 SF0800  HISTORY     - 1962     GOOD             IBC
 SF0800
 SF0800                          STATION DESCRIPTION
 SF0800
 SF0800'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (BF)
 SF0800'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0800'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0800'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0800'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0800'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0800'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0800'THE POST.
 SF0800
 SF0800                          STATION RECOVERY (1962)
 SF0800
 SF0800'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0800'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0844 ***********************************************************************
 SF0844  DESIGNATION -  REF MON S128 IBC
 SF0844  PID         -  SF0844
 SF0844  STATE/COUNTY-  ME/AROOSTOOK
 SF0844  USGS QUAD   -  BEAU LAKE (1987)
 SF0844
 SF0844                         *CURRENT SURVEY CONTROL
 SF0844  ___________________________________________________________________
 SF0844* NAD 83(1996)-  47 16 42.67039(N)    069 03 07.19832(W)     ADJUSTED  
 SF0844* NAVD 88     -       167.     (meters)     548.     (feet)  SCALED    
 SF0844  ___________________________________________________________________
 SF0844  LAPLACE CORR-           5.90  (seconds)                    DEFLEC99
 SF0844  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 SF0844
 SF0844  HORZ ORDER  -  THIRD
 SF0844
 SF0844.The horizontal coordinates were established by classical geodetic methods
 SF0844.and adjusted by the National Geodetic Survey in March 1998..
 SF0844
 SF0844.The orthometric height was scaled from a topographic map.
 SF0844
 SF0844.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0844
 SF0844.The geoid height was determined by GEOID03.
 SF0844
 SF0844;                    North         East     Units Scale Factor Converg.
 SF0844;SPC ME E     -   401,532.624   258,240.018   MT  0.99992143   -0 24 19.9
 SF0844;UTM  19      - 5,236,117.045   496,067.296   MT  0.99960019   -0 02 17.5
 SF0844
 SF0844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0844!SPC ME E     -   0.99997782  x   0.99992143  =   0.99989925
 SF0844!UTM  19      -   0.99997782  x   0.99960019  =   0.99957802
 SF0844
 SF0844                          SUPERSEDED SURVEY CONTROL
 SF0844
 SF0844  NAD 83(1992)-  47 16 42.65947(N)    069 03 07.19975(W) AD(       ) 3
 SF0844  NAD 83(1986)-  47 16 42.66950(N)    069 03 07.19761(W) AD(       ) 3
 SF0844  NAD 27      -  47 16 42.52500(N)    069 03 09.07500(W) AD(       ) 3
 SF0844
 SF0844.Superseded values are not recommended for survey control.
 SF0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0844.See file dsdata.txt to determine how the superseded data were derived.
 SF0844
 SF0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9606736117(NAD 83)
 SF0844_MARKER: Z = SEE DESCRIPTION
 SF0844_SETTING: 0 = UNSPECIFIED SETTING
 SF0844_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0844
 SF0844  HISTORY     - Date     Condition        Report By
 SF0844  HISTORY     - 1911     MONUMENTED       IBC
 SF0844  HISTORY     - 1962     GOOD             IBC
 SF0844
 SF0844                          STATION DESCRIPTION
 SF0844
 SF0844'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0844'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0844'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0844'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0844'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0844'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0844'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0844'THE POST.
 SF0844
 SF0844                          STATION RECOVERY (1962)
 SF0844
 SF0844'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0844'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0821 ***********************************************************************
 SF0821  DESIGNATION -  REF MON S129 IBC
 SF0821  PID         -  SF0821
 SF0821  STATE/COUNTY-  ME/AROOSTOOK
 SF0821  USGS QUAD   -  BEAU LAKE (1987)
 SF0821
 SF0821                         *CURRENT SURVEY CONTROL
 SF0821  ___________________________________________________________________
 SF0821* NAD 83(1996)-  47 17 00.79573(N)    069 02 59.94898(W)     ADJUSTED  
 SF0821* NAVD 88     -       167.     (meters)     548.     (feet)  SCALED    
 SF0821  ___________________________________________________________________
 SF0821  LAPLACE CORR-           6.28  (seconds)                    DEFLEC99
 SF0821  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 SF0821
 SF0821  HORZ ORDER  -  THIRD
 SF0821
 SF0821.The horizontal coordinates were established by classical geodetic methods
 SF0821.and adjusted by the National Geodetic Survey in March 1998..
 SF0821
 SF0821.The orthometric height was scaled from a topographic map.
 SF0821
 SF0821.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0821
 SF0821.The geoid height was determined by GEOID03.
 SF0821
 SF0821;                    North         East     Units Scale Factor Converg.
 SF0821;SPC ME E     -   402,091.242   258,396.306   MT  0.99992126   -0 24 14.7
 SF0821;UTM  19      - 5,236,676.474   496,219.951   MT  0.99960018   -0 02 12.2
 SF0821
 SF0821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0821!SPC ME E     -   0.99997782  x   0.99992126  =   0.99989908
 SF0821!UTM  19      -   0.99997782  x   0.99960018  =   0.99957801
 SF0821
 SF0821|---------------------------------------------------------------------|
 SF0821| PID    Reference Object                     Distance      Geod. Az  |
 SF0821|                                                           dddmmss.s |
 SF0821| SF0799 C144 IBC                            349.778 METERS 01707     |
 SF0821| SF0805 C143 IBC                            107.207 METERS 04150     |
 SF0821| SF0803 C142 IBC                            165.638 METERS 15010     |
 SF0821| SF0830 S149 IBC                            126.275 METERS 19911     |
 SF0821| SF0838 S151 IBC                            247.720 METERS 34119     |
 SF0821|---------------------------------------------------------------------|
 SF0821
 SF0821                          SUPERSEDED SURVEY CONTROL
 SF0821
 SF0821  NAD 83(1992)-  47 17 00.78463(N)    069 02 59.95070(W) AD(       ) 3
 SF0821  NAD 83(1986)-  47 17 00.79459(N)    069 02 59.94860(W) AD(       ) 3
 SF0821  NAD 27      -  47 17 00.64992(N)    069 03 01.82183(W) AD(       ) 3
 SF0821
 SF0821.Superseded values are not recommended for survey control.
 SF0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0821.See file dsdata.txt to determine how the superseded data were derived.
 SF0821
 SF0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9622036676(NAD 83)
 SF0821_MARKER: Z = SEE DESCRIPTION
 SF0821_SETTING: 0 = UNSPECIFIED SETTING
 SF0821_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0821
 SF0821  HISTORY     - Date     Condition        Report By
 SF0821  HISTORY     - 1911     MONUMENTED       IBC
 SF0821  HISTORY     - 1962     GOOD             IBC
 SF0821
 SF0821                          STATION DESCRIPTION
 SF0821
 SF0821'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0821'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0821'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0821'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0821'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0821'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0821'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0821'THE POST.
 SF0821
 SF0821                          STATION RECOVERY (1962)
 SF0821
 SF0821'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0821'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0856 ***********************************************************************
 SF0856  DESIGNATION -  REF MON S130 IBC
 SF0856  PID         -  SF0856
 SF0856  STATE/COUNTY-  ME/AROOSTOOK
 SF0856  USGS QUAD   -  BEAU LAKE (1987)
 SF0856
 SF0856                         *CURRENT SURVEY CONTROL
 SF0856  ___________________________________________________________________
 SF0856* NAD 83(1996)-  47 17 51.76770(N)    069 03 13.60459(W)     ADJUSTED  
 SF0856* NAVD 88     -       167.     (meters)     548.     (feet)  SCALED    
 SF0856  ___________________________________________________________________
 SF0856  LAPLACE CORR-           5.80  (seconds)                    DEFLEC99
 SF0856  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 SF0856
 SF0856  HORZ ORDER  -  THIRD
 SF0856
 SF0856.The horizontal coordinates were established by classical geodetic methods
 SF0856.and adjusted by the National Geodetic Survey in March 1998..
 SF0856
 SF0856.The orthometric height was scaled from a topographic map.
 SF0856
 SF0856.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0856
 SF0856.The geoid height was determined by GEOID03.
 SF0856
 SF0856;                    North         East     Units Scale Factor Converg.
 SF0856;SPC ME E     -   403,667.244   258,120.547   MT  0.99992155   -0 24 25.1
 SF0856;UTM  19      - 5,238,250.170   495,934.183   MT  0.99960020   -0 02 22.3
 SF0856
 SF0856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0856!SPC ME E     -   0.99997782  x   0.99992155  =   0.99989937
 SF0856!UTM  19      -   0.99997782  x   0.99960020  =   0.99957803
 SF0856
 SF0856                          SUPERSEDED SURVEY CONTROL
 SF0856
 SF0856  NAD 83(1992)-  47 17 51.75612(N)    069 03 13.60673(W) AD(       ) 3
 SF0856  NAD 83(1986)-  47 17 51.76540(N)    069 03 13.60447(W) AD(       ) 3
 SF0856  NAD 27      -  47 17 51.62900(N)    069 03 15.47200(W) AD(       ) 3
 SF0856
 SF0856.Superseded values are not recommended for survey control.
 SF0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0856.See file dsdata.txt to determine how the superseded data were derived.
 SF0856
 SF0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9593438250(NAD 83)
 SF0856_MARKER: Z = SEE DESCRIPTION
 SF0856_SETTING: 0 = UNSPECIFIED SETTING
 SF0856_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0856
 SF0856  HISTORY     - Date     Condition        Report By
 SF0856  HISTORY     - 1911     MONUMENTED       IBC
 SF0856
 SF0856                          STATION DESCRIPTION
 SF0856
 SF0856'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0856'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0856'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0856'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0856'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0856'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0856'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0856'THE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0847 ***********************************************************************
 SF0847  DESIGNATION -  REF MON S131 IBC
 SF0847  PID         -  SF0847
 SF0847  STATE/COUNTY-  ME/AROOSTOOK
 SF0847  USGS QUAD   -  BEAU LAKE (1987)
 SF0847
 SF0847                         *CURRENT SURVEY CONTROL
 SF0847  ___________________________________________________________________
 SF0847* NAD 83(1996)-  47 17 56.94598(N)    069 03 09.15961(W)     ADJUSTED  
 SF0847* NAVD 88     -       175.     (meters)     574.     (feet)  SCALED    
 SF0847  ___________________________________________________________________
 SF0847  LAPLACE CORR-           6.00  (seconds)                    DEFLEC99
 SF0847  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 SF0847
 SF0847  HORZ ORDER  -  THIRD
 SF0847
 SF0847.The horizontal coordinates were established by classical geodetic methods
 SF0847.and adjusted by the National Geodetic Survey in March 1998..
 SF0847
 SF0847.The orthometric height was scaled from a topographic map.
 SF0847
 SF0847.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0847
 SF0847.The geoid height was determined by GEOID03.
 SF0847
 SF0847;                    North         East     Units Scale Factor Converg.
 SF0847;SPC ME E     -   403,826.483   258,215.055   MT  0.99992145   -0 24 21.9
 SF0847;UTM  19      - 5,238,409.960   496,027.638   MT  0.99960019   -0 02 19.0
 SF0847
 SF0847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0847!SPC ME E     -   0.99997656  x   0.99992145  =   0.99989802
 SF0847!UTM  19      -   0.99997656  x   0.99960019  =   0.99957676
 SF0847
 SF0847:                Primary Azimuth Mark                     Grid Az
 SF0847:SPC ME E     -  C154 IBC                                 022 42 19.9
 SF0847:UTM  19      -  C154 IBC                                 022 20 17.0
 SF0847
 SF0847|---------------------------------------------------------------------|
 SF0847| PID    Reference Object                     Distance      Geod. Az  |
 SF0847|                                                           dddmmss.s |
 SF0847| SF0819 C154 IBC                            APPROX. 0.6 KM 0221758.0 |
 SF0847| SF0824 REF MON C125 IBC                    229.355 METERS 05218     |
 SF0847| SF0842 C152 IBC                            122.850 METERS 14833     |
 SF0847| SF0850 C151 IBC                            165.371 METERS 18759     |
 SF0847| SF0856 REF MON S130 IBC                    185.187 METERS 21017     |
 SF0847| SF0848 S161 IBC                            227.250 METERS 35940     |
 SF0847|---------------------------------------------------------------------|
 SF0847
 SF0847                          SUPERSEDED SURVEY CONTROL
 SF0847
 SF0847  NAD 83(1992)-  47 17 56.93437(N)    069 03 09.16185(W) AD(       ) 3
 SF0847  NAD 83(1986)-  47 17 56.94356(N)    069 03 09.15966(W) AD(       ) 3
 SF0847  NAD 27      -  47 17 56.80800(N)    069 03 11.02600(W) AD(       ) 3
 SF0847
 SF0847.Superseded values are not recommended for survey control.
 SF0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0847.See file dsdata.txt to determine how the superseded data were derived.
 SF0847
 SF0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9602838410(NAD 83)
 SF0847_MARKER: Z = SEE DESCRIPTION
 SF0847_SETTING: 0 = UNSPECIFIED SETTING
 SF0847_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0847
 SF0847  HISTORY     - Date     Condition        Report By
 SF0847  HISTORY     - 1911     MONUMENTED       IBC
 SF0847  HISTORY     - 1939     POOR             IBC
 SF0847
 SF0847                          STATION DESCRIPTION
 SF0847
 SF0847'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0847'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0847'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0847'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0847'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0847'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0847'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0847'THE POST.
 SF0847
 SF0847                          STATION RECOVERY (1939)
 SF0847
 SF0847'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1939 (DFC)
 SF0847'FOUND WITH THE NUMBER GONE FROM THE CONCRETE BASE.  REPAIRS CONSISTED
 SF0847'OF RENUMBERING THE BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0843 ***********************************************************************
 SF0843  DESIGNATION -  REF MON S132 IBC
 SF0843  PID         -  SF0843
 SF0843  STATE/COUNTY-  ME/AROOSTOOK
 SF0843  USGS QUAD   -  BEAU LAKE (1987)
 SF0843
 SF0843                         *CURRENT SURVEY CONTROL
 SF0843  ___________________________________________________________________
 SF0843* NAD 83(1996)-  47 18 14.91218(N)    069 03 06.47067(W)     ADJUSTED  
 SF0843* NAVD 88     -       167.     (meters)     548.     (feet)  SCALED    
 SF0843  ___________________________________________________________________
 SF0843  LAPLACE CORR-           6.12  (seconds)                    DEFLEC99
 SF0843  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 SF0843
 SF0843  HORZ ORDER  -  THIRD
 SF0843
 SF0843.The horizontal coordinates were established by classical geodetic methods
 SF0843.and adjusted by the National Geodetic Survey in March 1998..
 SF0843
 SF0843.The orthometric height was scaled from a topographic map.
 SF0843
 SF0843.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0843
 SF0843.The geoid height was determined by GEOID03.
 SF0843
 SF0843;                    North         East     Units Scale Factor Converg.
 SF0843;SPC ME E     -   404,380.865   258,275.467   MT  0.99992139   -0 24 20.0
 SF0843;UTM  19      - 5,238,964.540   496,084.474   MT  0.99960019   -0 02 17.0
 SF0843
 SF0843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0843!SPC ME E     -   0.99997782  x   0.99992139  =   0.99989921
 SF0843!UTM  19      -   0.99997782  x   0.99960019  =   0.99957802
 SF0843
 SF0843                          SUPERSEDED SURVEY CONTROL
 SF0843
 SF0843  NAD 83(1992)-  47 18 14.90038(N)    069 03 06.47311(W) AD(       ) 3
 SF0843  NAD 83(1986)-  47 18 14.90930(N)    069 03 06.47098(W) AD(       ) 3
 SF0843  NAD 27      -  47 18 14.77900(N)    069 03 08.33600(W) AD(       ) 3
 SF0843
 SF0843.Superseded values are not recommended for survey control.
 SF0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0843.See file dsdata.txt to determine how the superseded data were derived.
 SF0843
 SF0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9608438965(NAD 83)
 SF0843_MARKER: Z = SEE DESCRIPTION
 SF0843_SETTING: 0 = UNSPECIFIED SETTING
 SF0843_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0843
 SF0843  HISTORY     - Date     Condition        Report By
 SF0843  HISTORY     - 1911     MONUMENTED       IBC
 SF0843
 SF0843                          STATION DESCRIPTION
 SF0843
 SF0843'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0843'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0843'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0843'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0843'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0843'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0843'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0843'THE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0857 ***********************************************************************
 SF0857  DESIGNATION -  REF MON S133 IBC
 SF0857  PID         -  SF0857
 SF0857  STATE/COUNTY-  ME/AROOSTOOK
 SF0857  USGS QUAD   -  BEAU LAKE (1987)
 SF0857
 SF0857                         *CURRENT SURVEY CONTROL
 SF0857  ___________________________________________________________________
 SF0857* NAD 83(1996)-  47 18 21.28015(N)    069 03 14.20087(W)     ADJUSTED  
 SF0857* NAVD 88     -       175.     (meters)     574.     (feet)  SCALED    
 SF0857  ___________________________________________________________________
 SF0857  LAPLACE CORR-           5.76  (seconds)                    DEFLEC99
 SF0857  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 SF0857
 SF0857  HORZ ORDER  -  THIRD
 SF0857
 SF0857.The horizontal coordinates were established by classical geodetic methods
 SF0857.and adjusted by the National Geodetic Survey in March 1998..
 SF0857
 SF0857.The orthometric height was scaled from a topographic map.
 SF0857
 SF0857.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0857
 SF0857.The geoid height was determined by GEOID03.
 SF0857
 SF0857;                    North         East     Units Scale Factor Converg.
 SF0857;SPC ME E     -   404,578.655   258,114.496   MT  0.99992155   -0 24 25.7
 SF0857;UTM  19      - 5,239,161.230   495,922.291   MT  0.99960020   -0 02 22.7
 SF0857
 SF0857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0857!SPC ME E     -   0.99997656  x   0.99992155  =   0.99989812
 SF0857!UTM  19      -   0.99997656  x   0.99960020  =   0.99957677
 SF0857
 SF0857|---------------------------------------------------------------------|
 SF0857| PID    Reference Object                     Distance      Geod. Az  |
 SF0857|                                                           dddmmss.s |
 SF0857| SF0819 C154 IBC                            395.400 METERS 12637     |
 SF0857| SF0843 REF MON S132 IBC                    255.034 METERS 14027     |
 SF0857| SF0848 S161 IBC                            APPROX. 0.5 KM 1684311.4 |
 SF0857| SF0863 S164 IBC                            APPROX. 0.9 KM 3294448.5 |
 SF0857|---------------------------------------------------------------------|
 SF0857
 SF0857                          SUPERSEDED SURVEY CONTROL
 SF0857
 SF0857  NAD 83(1992)-  47 18 21.26824(N)    069 03 14.20329(W) AD(       ) 3
 SF0857  NAD 83(1986)-  47 18 21.27706(N)    069 03 14.20104(W) AD(       ) 3
 SF0857  NAD 27      -  47 18 21.14800(N)    069 03 16.06800(W) AD(       ) 3
 SF0857
 SF0857.Superseded values are not recommended for survey control.
 SF0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0857.See file dsdata.txt to determine how the superseded data were derived.
 SF0857
 SF0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9592239161(NAD 83)
 SF0857_MARKER: Z = SEE DESCRIPTION
 SF0857_SETTING: 0 = UNSPECIFIED SETTING
 SF0857_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0857
 SF0857  HISTORY     - Date     Condition        Report By
 SF0857  HISTORY     - 1911     MONUMENTED       IBC
 SF0857
 SF0857                          STATION DESCRIPTION
 SF0857
 SF0857'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0857'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0857'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0857'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0857'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0857'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0857'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0857'THE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0859 ***********************************************************************
 SF0859  DESIGNATION -  REF MON S134 IBC
 SF0859  PID         -  SF0859
 SF0859  STATE/COUNTY-  ME/AROOSTOOK
 SF0859  USGS QUAD   -  BEAU LAKE (1987)
 SF0859
 SF0859                         *CURRENT SURVEY CONTROL
 SF0859  ___________________________________________________________________
 SF0859* NAD 83(1996)-  47 19 41.38988(N)    069 03 32.43136(W)     ADJUSTED  
 SF0859* NAVD 88     -       167.     (meters)     548.     (feet)  SCALED    
 SF0859  ___________________________________________________________________
 SF0859  LAPLACE CORR-           4.04  (seconds)                    DEFLEC99
 SF0859  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 SF0859
 SF0859  HORZ ORDER  -  THIRD
 SF0859
 SF0859.The horizontal coordinates were established by classical geodetic methods
 SF0859.and adjusted by the National Geodetic Survey in March 1998..
 SF0859
 SF0859.The orthometric height was scaled from a topographic map.
 SF0859
 SF0859.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0859
 SF0859.The geoid height was determined by GEOID03.
 SF0859
 SF0859;                    North         East     Units Scale Factor Converg.
 SF0859;SPC ME E     -   407,055.121   257,749.333   MT  0.99992193   -0 24 39.7
 SF0859;UTM  19      - 5,241,634.507   495,541.371   MT  0.99960024   -0 02 36.2
 SF0859
 SF0859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0859!SPC ME E     -   0.99997782  x   0.99992193  =   0.99989975
 SF0859!UTM  19      -   0.99997782  x   0.99960024  =   0.99957807
 SF0859
 SF0859                          SUPERSEDED SURVEY CONTROL
 SF0859
 SF0859  NAD 83(1992)-  47 19 41.37684(N)    069 03 32.43429(W) AD(       ) 3
 SF0859  NAD 83(1986)-  47 19 41.38455(N)    069 03 32.43188(W) AD(       ) 3
 SF0859  NAD 27      -  47 19 41.27500(N)    069 03 34.30300(W) AD(       ) 3
 SF0859
 SF0859.Superseded values are not recommended for survey control.
 SF0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0859.See file dsdata.txt to determine how the superseded data were derived.
 SF0859
 SF0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9554141635(NAD 83)
 SF0859_MARKER: Z = SEE DESCRIPTION
 SF0859_SETTING: 0 = UNSPECIFIED SETTING
 SF0859_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0859
 SF0859  HISTORY     - Date     Condition        Report By
 SF0859  HISTORY     - 1911     MONUMENTED       IBC
 SF0859
 SF0859                          STATION DESCRIPTION
 SF0859
 SF0859'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0859'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0859'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0859'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0859'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0859'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0859'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0859'THE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0864 ***********************************************************************
 SF0864  DESIGNATION -  REF MON S136 IBC
 SF0864  PID         -  SF0864
 SF0864  STATE/COUNTY-  ME/AROOSTOOK
 SF0864  USGS QUAD   -  BEAU LAKE (1987)
 SF0864
 SF0864                         *CURRENT SURVEY CONTROL
 SF0864  ___________________________________________________________________
 SF0864* NAD 83(1996)-  47 21 38.77324(N)    069 03 37.20008(W)     ADJUSTED  
 SF0864* NAVD 88     -       167.     (meters)     548.     (feet)  SCALED    
 SF0864  ___________________________________________________________________
 SF0864  LAPLACE CORR-           4.16  (seconds)                    DEFLEC99
 SF0864  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 SF0864
 SF0864  HORZ ORDER  -  THIRD
 SF0864
 SF0864.The horizontal coordinates were established by classical geodetic methods
 SF0864.and adjusted by the National Geodetic Survey in March 1998..
 SF0864
 SF0864.The orthometric height was scaled from a topographic map.
 SF0864
 SF0864.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0864
 SF0864.The geoid height was determined by GEOID03.
 SF0864
 SF0864;                    North         East     Units Scale Factor Converg.
 SF0864;SPC ME E     -   410,680.573   257,675.286   MT  0.99992201   -0 24 43.9
 SF0864;UTM  19      - 5,245,258.243   495,444.089   MT  0.99960026   -0 02 39.8
 SF0864
 SF0864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0864!SPC ME E     -   0.99997782  x   0.99992201  =   0.99989984
 SF0864!UTM  19      -   0.99997782  x   0.99960026  =   0.99957809
 SF0864
 SF0864                          SUPERSEDED SURVEY CONTROL
 SF0864
 SF0864  NAD 83(1992)-  47 21 38.75801(N)    069 03 37.20397(W) AD(       ) 3
 SF0864  NAD 83(1986)-  47 21 38.76454(N)    069 03 37.20175(W) AD(       ) 3
 SF0864  NAD 27      -  47 21 38.67400(N)    069 03 39.07100(W) AD(       ) 3
 SF0864
 SF0864.Superseded values are not recommended for survey control.
 SF0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0864.See file dsdata.txt to determine how the superseded data were derived.
 SF0864
 SF0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9544445258(NAD 83)
 SF0864_MARKER: Z = SEE DESCRIPTION
 SF0864_SETTING: 0 = UNSPECIFIED SETTING
 SF0864_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0864
 SF0864  HISTORY     - Date     Condition        Report By
 SF0864  HISTORY     - 1911     MONUMENTED       IBC
 SF0864
 SF0864                          STATION DESCRIPTION
 SF0864
 SF0864'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0864'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0864'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0864'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0864'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0864'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0864'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0864'THE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0695 ***********************************************************************
 SF0695  DESIGNATION -  REF MON S137 A 50 IBC
 SF0695  PID         -  SF0695
 SF0695  STATE/COUNTY-  ME/AROOSTOOK
 SF0695  USGS QUAD   -  LANDRY (1986)
 SF0695
 SF0695                         *CURRENT SURVEY CONTROL
 SF0695  ___________________________________________________________________
 SF0695* NAD 83(1996)-  47 22 35.96329(N)    069 03 17.98438(W)     ADJUSTED  
 SF0695* NAVD 88     -       167.     (meters)     548.     (feet)  SCALED    
 SF0695  ___________________________________________________________________
 SF0695  LAPLACE CORR-           4.90  (seconds)                    DEFLEC99
 SF0695  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 SF0695
 SF0695  HORZ ORDER  -  THIRD
 SF0695
 SF0695.The horizontal coordinates were established by classical geodetic methods
 SF0695.and adjusted by the National Geodetic Survey in March 1998..
 SF0695
 SF0695.The orthometric height was scaled from a topographic map.
 SF0695
 SF0695.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0695
 SF0695.The geoid height was determined by GEOID03.
 SF0695
 SF0695;                    North         East     Units Scale Factor Converg.
 SF0695;SPC ME E     -   412,443.691   258,091.053   MT  0.99992158   -0 24 30.2
 SF0695;UTM  19      - 5,247,023.426   495,848.397   MT  0.99960021   -0 02 25.7
 SF0695
 SF0695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0695!SPC ME E     -   0.99997783  x   0.99992158  =   0.99989941
 SF0695!UTM  19      -   0.99997783  x   0.99960021  =   0.99957805
 SF0695
 SF0695                          SUPERSEDED SURVEY CONTROL
 SF0695
 SF0695  NAD 83(1992)-  47 22 35.94701(N)    069 03 17.98930(W) AD(       ) 3
 SF0695  NAD 83(1986)-  47 22 35.95341(N)    069 03 17.98727(W) AD(       ) 3
 SF0695  NAD 27      -  47 22 35.86800(N)    069 03 19.85400(W) AD(       ) 3
 SF0695
 SF0695.Superseded values are not recommended for survey control.
 SF0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0695.See file dsdata.txt to determine how the superseded data were derived.
 SF0695
 SF0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9584847023(NAD 83)
 SF0695_MARKER: Z = SEE DESCRIPTION
 SF0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF0695_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SF0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF0695+STABILITY: SURFACE MOTION
 SF0695
 SF0695  HISTORY     - Date     Condition        Report By
 SF0695  HISTORY     - 1950     MONUMENTED       IBC
 SF0695  HISTORY     - 1962     MARK NOT FOUND   IBC
 SF0695
 SF0695                          STATION DESCRIPTION
 SF0695
 SF0695'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1950 (NWS)
 SF0695'ON AN ISLAND AT THE NORTH END OF BEAU LAKE.  RAISED FROM THE RIVER
 SF0695'BED AND RESET ABOUT 11 METERS SOUTHWEST OF ITS ORIGINAL SITE.  THE
 SF0695'GEOGRAPHIC POSITION WAS OBTAINED FROM A TRIANGLE BASED ON THE LINE
 SF0695'BETWEEN REFERENCE MONUMENT C-130 AND REFERENCE MONUMENT C-131-A.
 SF0695'
 SF0695'MONUMENT TYPE--A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE POST,
 SF0695'SET IN A CONCRETE CYLINDER.
 SF0695
 SF0695                          STATION RECOVERY (1962)
 SF0695
 SF0695'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0695'STATION LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0694 ***********************************************************************
 SF0694  DESIGNATION -  REF MON S137 A IBC
 SF0694  PID         -  SF0694
 SF0694  STATE/COUNTY-  ME/AROOSTOOK
 SF0694  USGS QUAD   -  LANDRY (1986)
 SF0694
 SF0694                         *CURRENT SURVEY CONTROL
 SF0694  ___________________________________________________________________
 SF0694* NAD 83(1996)-  47 22 36.14212(N)    069 03 17.54184(W)     ADJUSTED  
 SF0694* NAVD 88     -       167.     (meters)     548.     (feet)  SCALED    
 SF0694  ___________________________________________________________________
 SF0694  LAPLACE CORR-           4.91  (seconds)                    DEFLEC99
 SF0694  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 SF0694
 SF0694  HORZ ORDER  -  THIRD
 SF0694
 SF0694.The horizontal coordinates were established by classical geodetic methods
 SF0694.and adjusted by the National Geodetic Survey in March 1998..
 SF0694
 SF0694.The orthometric height was scaled from a topographic map.
 SF0694
 SF0694.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0694
 SF0694.The geoid height was determined by GEOID03.
 SF0694
 SF0694;                    North         East     Units Scale Factor Converg.
 SF0694;SPC ME E     -   412,449.147   258,100.375   MT  0.99992157   -0 24 29.9
 SF0694;UTM  19      - 5,247,028.940   495,857.681   MT  0.99960021   -0 02 25.4
 SF0694
 SF0694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0694!SPC ME E     -   0.99997783  x   0.99992157  =   0.99989940
 SF0694!UTM  19      -   0.99997783  x   0.99960021  =   0.99957805
 SF0694
 SF0694:                Primary Azimuth Mark                     Grid Az
 SF0694:SPC ME E     -  REF MON C131 IBC                         057 08 51.1
 SF0694:UTM  19      -  REF MON C131 IBC                         056 46 46.6
 SF0694
 SF0694|---------------------------------------------------------------------|
 SF0694| PID    Reference Object                     Distance      Geod. Az  |
 SF0694|                                                           dddmmss.s |
 SF0694| SF0678 REF MON C131 IBC                    APPROX. 0.5 KM 0564421.2 |
 SF0694|---------------------------------------------------------------------|
 SF0694
 SF0694                          SUPERSEDED SURVEY CONTROL
 SF0694
 SF0694  NAD 83(1992)-  47 22 36.12584(N)    069 03 17.54671(W) AD(       ) 3
 SF0694  NAD 83(1986)-  47 22 36.13220(N)    069 03 17.54466(W) AD(       ) 3
 SF0694  NAD 27      -  47 22 36.04500(N)    069 03 19.41000(W) AD(       ) 3
 SF0694
 SF0694.Superseded values are not recommended for survey control.
 SF0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0694.See file dsdata.txt to determine how the superseded data were derived.
 SF0694
 SF0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9585847029(NAD 83)
 SF0694_MARKER: Z = SEE DESCRIPTION
 SF0694_SETTING: 0 = UNSPECIFIED SETTING
 SF0694
 SF0694  HISTORY     - Date     Condition        Report By
 SF0694  HISTORY     - 1911     MONUMENTED       IBC
 SF0694
 SF0694                          STATION DESCRIPTION
 SF0694
 SF0694'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0694'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0694'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0694'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0694'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0694'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0694'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0694'THE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0866 ***********************************************************************
 SF0866  DESIGNATION -  REF MON S137 IBC
 SF0866  PID         -  SF0866
 SF0866  STATE/COUNTY-  ME/AROOSTOOK
 SF0866  USGS QUAD   -  BEAU LAKE (1987)
 SF0866
 SF0866                         *CURRENT SURVEY CONTROL
 SF0866  ___________________________________________________________________
 SF0866* NAD 83(1996)-  47 22 00.70007(N)    069 03 41.00432(W)     ADJUSTED  
 SF0866* NAVD 88     -       167.     (meters)     548.     (feet)  SCALED    
 SF0866  ___________________________________________________________________
 SF0866  LAPLACE CORR-           4.03  (seconds)                    DEFLEC99
 SF0866  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 SF0866
 SF0866  HORZ ORDER  -  THIRD
 SF0866
 SF0866.The horizontal coordinates were established by classical geodetic methods
 SF0866.and adjusted by the National Geodetic Survey in March 1998..
 SF0866
 SF0866.The orthometric height was scaled from a topographic map.
 SF0866
 SF0866.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0866
 SF0866.The geoid height was determined by GEOID03.
 SF0866
 SF0866;                    North         East     Units Scale Factor Converg.
 SF0866;SPC ME E     -   411,358.239   257,600.347   MT  0.99992209   -0 24 46.9
 SF0866;UTM  19      - 5,245,935.196   495,364.826   MT  0.99960026   -0 02 42.6
 SF0866
 SF0866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0866!SPC ME E     -   0.99997783  x   0.99992209  =   0.99989992
 SF0866!UTM  19      -   0.99997783  x   0.99960026  =   0.99957809
 SF0866
 SF0866                          SUPERSEDED SURVEY CONTROL
 SF0866
 SF0866  NAD 83(1992)-  47 22 00.68439(N)    069 03 41.00835(W) AD(       ) 3
 SF0866  NAD 83(1986)-  47 22 00.69083(N)    069 03 41.00615(W) AD(       ) 3
 SF0866  NAD 27      -  47 22 00.60200(N)    069 03 42.87500(W) AD(       ) 3
 SF0866
 SF0866.Superseded values are not recommended for survey control.
 SF0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0866.See file dsdata.txt to determine how the superseded data were derived.
 SF0866
 SF0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9536545935(NAD 83)
 SF0866_MARKER: Z = SEE DESCRIPTION
 SF0866_SETTING: 0 = UNSPECIFIED SETTING
 SF0866_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0866
 SF0866  HISTORY     - Date     Condition        Report By
 SF0866  HISTORY     - 1911     MONUMENTED       IBC
 SF0866
 SF0866                          STATION DESCRIPTION
 SF0866
 SF0866'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0866'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0866'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0866'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0866'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0866'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0866'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0866'THE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0634 ***********************************************************************
 SF0634  DESIGNATION -  REF MON S138 A IBC
 SF0634  PID         -  SF0634
 SF0634  STATE/COUNTY-  ME/AROOSTOOK
 SF0634  USGS QUAD   -  LANDRY (1986)
 SF0634
 SF0634                         *CURRENT SURVEY CONTROL
 SF0634  ___________________________________________________________________
 SF0634* NAD 83(1996)-  47 23 45.81372(N)    069 02 20.10871(W)     ADJUSTED  
 SF0634* NAVD 88     -       167.     (meters)     548.     (feet)  SCALED    
 SF0634  ___________________________________________________________________
 SF0634  LAPLACE CORR-           6.31  (seconds)                    DEFLEC99
 SF0634  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 SF0634
 SF0634  HORZ ORDER  -  THIRD
 SF0634
 SF0634.The horizontal coordinates were established by classical geodetic methods
 SF0634.and adjusted by the National Geodetic Survey in March 1998..
 SF0634
 SF0634.The orthometric height was scaled from a topographic map.
 SF0634
 SF0634.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0634
 SF0634.The geoid height was determined by GEOID03.
 SF0634
 SF0634;                    North         East     Units Scale Factor Converg.
 SF0634;SPC ME E     -   414,592.123   259,319.959   MT  0.99992033   -0 23 48.0
 SF0634;UTM  19      - 5,249,179.014   497,063.090   MT  0.99960011   -0 01 43.1
 SF0634
 SF0634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0634!SPC ME E     -   0.99997783  x   0.99992033  =   0.99989816
 SF0634!UTM  19      -   0.99997783  x   0.99960011  =   0.99957794
 SF0634
 SF0634|---------------------------------------------------------------------|
 SF0634| PID    Reference Object                     Distance      Geod. Az  |
 SF0634|                                                           dddmmss.s |
 SF0634| SF0624 REF MON C138 IBC                    267.030 METERS 06746     |
 SF0634| SF0621 POINT E IBC                         APPROX. 0.9 KM 1613105.4 |
 SF0634| SF0653 REF MON C137 IBC                    199.621 METERS 24910     |
 SF0634|---------------------------------------------------------------------|
 SF0634
 SF0634                          SUPERSEDED SURVEY CONTROL
 SF0634
 SF0634  NAD 83(1992)-  47 23 45.79635(N)    069 02 20.11532(W) AD(       ) 3
 SF0634  NAD 83(1986)-  47 23 45.80282(N)    069 02 20.11314(W) AD(       ) 3
 SF0634  NAD 27      -  47 23 45.72000(N)    069 02 21.98400(W) AD(       ) 3
 SF0634
 SF0634.Superseded values are not recommended for survey control.
 SF0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0634.See file dsdata.txt to determine how the superseded data were derived.
 SF0634
 SF0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9706349179(NAD 83)
 SF0634_MARKER: Z = SEE DESCRIPTION
 SF0634_SETTING: 0 = UNSPECIFIED SETTING
 SF0634_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0634
 SF0634  HISTORY     - Date     Condition        Report By
 SF0634  HISTORY     - 1939     MONUMENTED       IBC
 SF0634  HISTORY     - 1962     GOOD             IBC
 SF0634
 SF0634                          STATION DESCRIPTION
 SF0634
 SF0634'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1939 (DFC)
 SF0634'ERECTED TO TAKE THE PLACE OF REFERENCE MONUMENT S-138, WHICH HAD
 SF0634'BEEN DESTROYED BY THE EROSION OF THE RIVER BANK.  THE NEW MONUMENT
 SF0634'IS OF THE SAME SIZE AND TYPE AS THE ONE WHICH IT REPLACES, BUT ITS
 SF0634'BASE IS MARKED---1939---AND---U.S. NO. 138-A---.  IT IS 20.4 METERS
 SF0634'SOUTHWEST OF THE FORMER SITE OF REFERENCE MONUMENT S-138.
 SF0634'
 SF0634'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0634'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0634'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0634'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0634'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0634'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0634'THE POST.
 SF0634
 SF0634                          STATION RECOVERY (1962)
 SF0634
 SF0634'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0634'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0632 ***********************************************************************
 SF0632  DESIGNATION -  REF MON S138 IBC
 SF0632  PID         -  SF0632
 SF0632  STATE/COUNTY-  ME/AROOSTOOK
 SF0632  USGS QUAD   -  LANDRY (1986)
 SF0632
 SF0632                         *CURRENT SURVEY CONTROL
 SF0632  ___________________________________________________________________
 SF0632* NAD 83(1996)-  47 23 46.30412(N)    069 02 19.45240(W)     ADJUSTED  
 SF0632* NAVD 88     -       167.     (meters)     548.     (feet)  SCALED    
 SF0632  ___________________________________________________________________
 SF0632  LAPLACE CORR-           6.33  (seconds)                    DEFLEC99
 SF0632  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 SF0632
 SF0632  HORZ ORDER  -  THIRD
 SF0632
 SF0632.The horizontal coordinates were established by classical geodetic methods
 SF0632.and adjusted by the National Geodetic Survey in March 1998..
 SF0632
 SF0632.The orthometric height was scaled from a topographic map.
 SF0632
 SF0632.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0632
 SF0632.The geoid height was determined by GEOID03.
 SF0632
 SF0632;                    North         East     Units Scale Factor Converg.
 SF0632;SPC ME E     -   414,607.171   259,333.825   MT  0.99992032   -0 23 47.6
 SF0632;UTM  19      - 5,249,194.146   497,076.855   MT  0.99960011   -0 01 42.6
 SF0632
 SF0632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0632!SPC ME E     -   0.99997783  x   0.99992032  =   0.99989815
 SF0632!UTM  19      -   0.99997783  x   0.99960011  =   0.99957794
 SF0632
 SF0632                          SUPERSEDED SURVEY CONTROL
 SF0632
 SF0632  NAD 83(1992)-  47 23 46.28674(N)    069 02 19.45903(W) AD(       ) 3
 SF0632  NAD 83(1986)-  47 23 46.29322(N)    069 02 19.45686(W) AD(       ) 3
 SF0632  NAD 27      -  47 23 46.21100(N)    069 02 21.32700(W) AD(       ) 3
 SF0632
 SF0632.Superseded values are not recommended for survey control.
 SF0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0632.See file dsdata.txt to determine how the superseded data were derived.
 SF0632
 SF0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9707749194(NAD 83)
 SF0632_MARKER: Z = SEE DESCRIPTION
 SF0632_SETTING: 0 = UNSPECIFIED SETTING
 SF0632_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0632
 SF0632  HISTORY     - Date     Condition        Report By
 SF0632  HISTORY     - 1911     MONUMENTED       IBC
 SF0632  HISTORY     - 1962     MARK NOT FOUND   IBC
 SF0632
 SF0632                          STATION DESCRIPTION
 SF0632
 SF0632'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0632'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0632'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0632'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0632'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0632'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0632'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0632'THE POST.
 SF0632
 SF0632                          STATION RECOVERY (1962)
 SF0632
 SF0632'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0632'STATION NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0661 ***********************************************************************
 SF0661  DESIGNATION -  REF MON S139 IBC
 SF0661  PID         -  SF0661
 SF0661  STATE/COUNTY-  ME/AROOSTOOK
 SF0661  USGS QUAD   -  LANDRY (1986)
 SF0661
 SF0661                         *CURRENT SURVEY CONTROL
 SF0661  ___________________________________________________________________
 SF0661* NAD 83(1996)-  47 24 09.18629(N)    069 02 33.61676(W)     ADJUSTED  
 SF0661* NAVD 88     -       167.     (meters)     548.     (feet)  SCALED    
 SF0661  ___________________________________________________________________
 SF0661  LAPLACE CORR-           5.50  (seconds)                    DEFLEC99
 SF0661  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 SF0661
 SF0661  HORZ ORDER  -  THIRD
 SF0661
 SF0661.The horizontal coordinates were established by classical geodetic methods
 SF0661.and adjusted by the National Geodetic Survey in March 1998..
 SF0661
 SF0661.The orthometric height was scaled from a topographic map.
 SF0661
 SF0661.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0661
 SF0661.The geoid height was determined by GEOID03.
 SF0661
 SF0661;                    North         East     Units Scale Factor Converg.
 SF0661;SPC ME E     -   415,315.829   259,041.756   MT  0.99992061   -0 23 58.1
 SF0661;UTM  19      - 5,249,900.688   496,780.334   MT  0.99960013   -0 01 53.1
 SF0661
 SF0661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0661!SPC ME E     -   0.99997783  x   0.99992061  =   0.99989844
 SF0661!UTM  19      -   0.99997783  x   0.99960013  =   0.99957797
 SF0661
 SF0661                          SUPERSEDED SURVEY CONTROL
 SF0661
 SF0661  NAD 83(1992)-  47 24 09.16841(N)    069 02 33.62339(W) AD(       ) 3
 SF0661  NAD 83(1986)-  47 24 09.17484(N)    069 02 33.62113(W) AD(       ) 3
 SF0661  NAD 27      -  47 24 09.09500(N)    069 02 35.49600(W) AD(       ) 3
 SF0661
 SF0661.Superseded values are not recommended for survey control.
 SF0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0661.See file dsdata.txt to determine how the superseded data were derived.
 SF0661
 SF0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9678049901(NAD 83)
 SF0661_MARKER: Z = SEE DESCRIPTION
 SF0661_SETTING: 0 = UNSPECIFIED SETTING
 SF0661_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0661
 SF0661  HISTORY     - Date     Condition        Report By
 SF0661  HISTORY     - 1911     MONUMENTED       IBC
 SF0661  HISTORY     - 1962     GOOD             IBC
 SF0661
 SF0661                          STATION DESCRIPTION
 SF0661
 SF0661'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0661'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0661'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0661'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0661'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0661'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0661'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0661'THE POST.
 SF0661
 SF0661                          STATION RECOVERY (1962)
 SF0661
 SF0661'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0661'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0660 ***********************************************************************
 SF0660  DESIGNATION -  REF MON S140 IBC
 SF0660  PID         -  SF0660
 SF0660  STATE/COUNTY-  ME/AROOSTOOK
 SF0660  USGS QUAD   -  LANDRY (1986)
 SF0660
 SF0660                         *CURRENT SURVEY CONTROL
 SF0660  ___________________________________________________________________
 SF0660* NAD 83(1996)-  47 24 15.78262(N)    069 02 33.50692(W)     ADJUSTED  
 SF0660* NAVD 88     -       167.     (meters)     548.     (feet)  SCALED    
 SF0660  ___________________________________________________________________
 SF0660  LAPLACE CORR-           5.50  (seconds)                    DEFLEC99
 SF0660  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 SF0660
 SF0660  HORZ ORDER  -  THIRD
 SF0660
 SF0660.The horizontal coordinates were established by classical geodetic methods
 SF0660.and adjusted by the National Geodetic Survey in March 1998..
 SF0660
 SF0660.The orthometric height was scaled from a topographic map.
 SF0660
 SF0660.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0660
 SF0660.The geoid height was determined by GEOID03.
 SF0660
 SF0660;                    North         East     Units Scale Factor Converg.
 SF0660;SPC ME E     -   415,519.507   259,045.479   MT  0.99992061   -0 23 58.1
 SF0660;UTM  19      - 5,250,104.319   496,782.748   MT  0.99960013   -0 01 53.0
 SF0660
 SF0660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0660!SPC ME E     -   0.99997783  x   0.99992061  =   0.99989844
 SF0660!UTM  19      -   0.99997783  x   0.99960013  =   0.99957797
 SF0660
 SF0660|---------------------------------------------------------------------|
 SF0660| PID    Reference Object                     Distance      Geod. Az  |
 SF0660|                                                           dddmmss.s |
 SF0660| SF0636 REF MON C140 IBC                    300.837 METERS 11512     |
 SF0660| SF0646 S180 IBC                            332.043 METERS 15555     |
 SF0660| SF0661 REF MON S139 IBC                    203.727 METERS 18039     |
 SF0660|---------------------------------------------------------------------|
 SF0660
 SF0660                          SUPERSEDED SURVEY CONTROL
 SF0660
 SF0660  NAD 83(1992)-  47 24 15.76462(N)    069 02 33.51362(W) AD(       ) 3
 SF0660  NAD 83(1986)-  47 24 15.77102(N)    069 02 33.51134(W) AD(       ) 3
 SF0660  NAD 27      -  47 24 15.69200(N)    069 02 35.38700(W) AD(       ) 3
 SF0660
 SF0660.Superseded values are not recommended for survey control.
 SF0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0660.See file dsdata.txt to determine how the superseded data were derived.
 SF0660
 SF0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9678350104(NAD 83)
 SF0660_MARKER: Z = SEE DESCRIPTION
 SF0660_SETTING: 0 = UNSPECIFIED SETTING
 SF0660_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0660
 SF0660  HISTORY     - Date     Condition        Report By
 SF0660  HISTORY     - 1911     MONUMENTED       IBC
 SF0660  HISTORY     - 1962     GOOD             IBC
 SF0660
 SF0660                          STATION DESCRIPTION
 SF0660
 SF0660'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0660'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0660'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0660'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0660'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0660'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0660'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0660'THE POST.
 SF0660
 SF0660                          STATION RECOVERY (1962)
 SF0660
 SF0660'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0660'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0607 ***********************************************************************
 SF0607  DESIGNATION -  REF MON S141 A IBC
 SF0607  PID         -  SF0607
 SF0607  STATE/COUNTY-  ME/AROOSTOOK
 SF0607  USGS QUAD   -  LANDRY (1986)
 SF0607
 SF0607                         *CURRENT SURVEY CONTROL
 SF0607  ___________________________________________________________________
 SF0607* NAD 83(1996)-  47 24 09.99918(N)    069 01 55.61684(W)     ADJUSTED  
 SF0607* NAVD 88     -       167.     (meters)     548.     (feet)  SCALED    
 SF0607  ___________________________________________________________________
 SF0607  LAPLACE CORR-           6.73  (seconds)                    DEFLEC99
 SF0607  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 SF0607
 SF0607  HORZ ORDER  -  THIRD
 SF0607
 SF0607.The horizontal coordinates were established by classical geodetic methods
 SF0607.and adjusted by the National Geodetic Survey in March 1998..
 SF0607
 SF0607.The orthometric height was scaled from a topographic map.
 SF0607
 SF0607.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0607
 SF0607.The geoid height was determined by GEOID03.
 SF0607
 SF0607;                    North         East     Units Scale Factor Converg.
 SF0607;SPC ME E     -   415,335.431   259,838.607   MT  0.99991982   -0 23 30.2
 SF0607;UTM  19      - 5,249,925.399   497,576.788   MT  0.99960007   -0 01 25.1
 SF0607
 SF0607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0607!SPC ME E     -   0.99997782  x   0.99991982  =   0.99989765
 SF0607!UTM  19      -   0.99997782  x   0.99960007  =   0.99957790
 SF0607
 SF0607                          SUPERSEDED SURVEY CONTROL
 SF0607
 SF0607  NAD 83(1992)-  47 24 09.98147(N)    069 01 55.62415(W) AD(       ) 3
 SF0607  NAD 83(1986)-  47 24 09.98785(N)    069 01 55.62200(W) AD(       ) 3
 SF0607  NAD 27      -  47 24 09.91100(N)    069 01 57.49400(W) AD(       ) 3
 SF0607
 SF0607.Superseded values are not recommended for survey control.
 SF0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0607.See file dsdata.txt to determine how the superseded data were derived.
 SF0607
 SF0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9757749925(NAD 83)
 SF0607_MARKER: Z = SEE DESCRIPTION
 SF0607_SETTING: 0 = UNSPECIFIED SETTING
 SF0607_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0607
 SF0607  HISTORY     - Date     Condition        Report By
 SF0607  HISTORY     - 1939     MONUMENTED       IBC
 SF0607  HISTORY     - 1962     MARK NOT FOUND   IBC
 SF0607
 SF0607                          STATION DESCRIPTION
 SF0607
 SF0607'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1939 (DFC)
 SF0607'ERECTED TO TAKE THE PLACE OF REFERENCE MONUMENT S-141, THE SITE OF
 SF0607'WHICH IS NOW COVERED BY THE ST FRANCIS RIVER.  THE NEW MONUMENT IS OF
 SF0607'THE SAME SIZE AND TYPE AS THE ONE WHICH IT REPLACES, BUT ITS BASE IS
 SF0607'MARKED---1939---AND---U.S. NO. 141-A---.  IT IS 46.5 METERS SOUTH OF
 SF0607'THE FORMER SITE OF REFERENCE MONUMENT S-141.
 SF0607'
 SF0607'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0607'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0607'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0607'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0607'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0607'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0607'THE POST.
 SF0607
 SF0607                          STATION RECOVERY (1962)
 SF0607
 SF0607'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0607'STATION SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0609 ***********************************************************************
 SF0609  DESIGNATION -  REF MON S141 IBC
 SF0609  PID         -  SF0609
 SF0609  STATE/COUNTY-  ME/AROOSTOOK
 SF0609  USGS QUAD   -  LANDRY (1986)
 SF0609
 SF0609                         *CURRENT SURVEY CONTROL
 SF0609  ___________________________________________________________________
 SF0609* NAD 83(1996)-  47 24 11.48093(N)    069 01 56.01609(W)     ADJUSTED  
 SF0609* NAVD 88     -       167.     (meters)     548.     (feet)  SCALED    
 SF0609  ___________________________________________________________________
 SF0609  LAPLACE CORR-           6.71  (seconds)                    DEFLEC99
 SF0609  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 SF0609
 SF0609  HORZ ORDER  -  THIRD
 SF0609
 SF0609.The horizontal coordinates were established by classical geodetic methods
 SF0609.and adjusted by the National Geodetic Survey in March 1998..
 SF0609
 SF0609.The orthometric height was scaled from a topographic map.
 SF0609
 SF0609.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0609
 SF0609.The geoid height was determined by GEOID03.
 SF0609
 SF0609;                    North         East     Units Scale Factor Converg.
 SF0609;SPC ME E     -   415,381.244   259,830.550   MT  0.99991982   -0 23 30.5
 SF0609;UTM  19      - 5,249,971.145   497,568.439   MT  0.99960007   -0 01 25.4
 SF0609
 SF0609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0609!SPC ME E     -   0.99997782  x   0.99991982  =   0.99989765
 SF0609!UTM  19      -   0.99997782  x   0.99960007  =   0.99957790
 SF0609
 SF0609                          SUPERSEDED SURVEY CONTROL
 SF0609
 SF0609  NAD 83(1992)-  47 24 11.46318(N)    069 01 56.02342(W) AD(       ) 3
 SF0609  NAD 83(1986)-  47 24 11.46955(N)    069 01 56.02128(W) AD(       ) 3
 SF0609  NAD 27      -  47 24 11.39300(N)    069 01 57.89300(W) AD(       ) 3
 SF0609
 SF0609.Superseded values are not recommended for survey control.
 SF0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0609.See file dsdata.txt to determine how the superseded data were derived.
 SF0609
 SF0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9756849971(NAD 83)
 SF0609_MARKER: Z = SEE DESCRIPTION
 SF0609_SETTING: 0 = UNSPECIFIED SETTING
 SF0609_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0609
 SF0609  HISTORY     - Date     Condition        Report By
 SF0609  HISTORY     - 1911     MONUMENTED       IBC
 SF0609  HISTORY     - 1962     MARK NOT FOUND   IBC
 SF0609
 SF0609                          STATION DESCRIPTION
 SF0609
 SF0609'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0609'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0609'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0609'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0609'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0609'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0609'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0609'THE POST.
 SF0609
 SF0609                          STATION RECOVERY (1962)
 SF0609
 SF0609'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0609'STATION LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0611 ***********************************************************************
 SF0611  DESIGNATION -  REF MON S142 IBC
 SF0611  PID         -  SF0611
 SF0611  STATE/COUNTY-  ME/AROOSTOOK
 SF0611  USGS QUAD   -  LANDRY (1986)
 SF0611
 SF0611                         *CURRENT SURVEY CONTROL
 SF0611  ___________________________________________________________________
 SF0611* NAD 83(1996)-  47 24 23.25090(N)    069 01 58.51910(W)     ADJUSTED  
 SF0611* NAVD 88     -       167.     (meters)     548.     (feet)  SCALED    
 SF0611  ___________________________________________________________________
 SF0611  LAPLACE CORR-           6.58  (seconds)                    DEFLEC99
 SF0611  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 SF0611
 SF0611  HORZ ORDER  -  THIRD
 SF0611
 SF0611.The horizontal coordinates were established by classical geodetic methods
 SF0611.and adjusted by the National Geodetic Survey in March 1998..
 SF0611
 SF0611.The orthometric height was scaled from a topographic map.
 SF0611
 SF0611.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0611
 SF0611.The geoid height was determined by GEOID03.
 SF0611
 SF0611;                    North         East     Units Scale Factor Converg.
 SF0611;SPC ME E     -   415,745.057   259,780.563   MT  0.99991987   -0 23 32.4
 SF0611;UTM  19      - 5,250,334.514   497,516.133   MT  0.99960008   -0 01 27.3
 SF0611
 SF0611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0611!SPC ME E     -   0.99997783  x   0.99991987  =   0.99989770
 SF0611!UTM  19      -   0.99997783  x   0.99960008  =   0.99957791
 SF0611
 SF0611|---------------------------------------------------------------------|
 SF0611| PID    Reference Object                     Distance      Geod. Az  |
 SF0611|                                                           dddmmss.s |
 SF0611| SF0604 REF MON C143 IBC                    301.867 METERS 01516     |
 SF0611| SF0599 C177 IBC                            354.172 METERS 03016     |
 SF0611| SF0603 C176 IBC                             94.494 METERS 08350     |
 SF0611| SF0608 REF MON C142 IBC                    218.523 METERS 16412     |
 SF0611| SF0612 S186 IBC                            234.467 METERS 19302     |
 SF0611| SF0623 REF MON S143 IBC                    203.657 METERS 29052     |
 SF0611|---------------------------------------------------------------------|
 SF0611
 SF0611                          SUPERSEDED SURVEY CONTROL
 SF0611
 SF0611  NAD 83(1992)-  47 24 23.23298(N)    069 01 58.52651(W) AD(       ) 3
 SF0611  NAD 83(1986)-  47 24 23.23929(N)    069 01 58.52431(W) AD(       ) 3
 SF0611  NAD 27      -  47 24 23.16300(N)    069 02 00.39700(W) AD(       ) 3
 SF0611
 SF0611.Superseded values are not recommended for survey control.
 SF0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0611.See file dsdata.txt to determine how the superseded data were derived.
 SF0611
 SF0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9751650335(NAD 83)
 SF0611_MARKER: Z = SEE DESCRIPTION
 SF0611_SETTING: 0 = UNSPECIFIED SETTING
 SF0611_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0611
 SF0611  HISTORY     - Date     Condition        Report By
 SF0611  HISTORY     - 1911     MONUMENTED       IBC
 SF0611  HISTORY     - 1962     GOOD             IBC
 SF0611
 SF0611                          STATION DESCRIPTION
 SF0611
 SF0611'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0611'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0611'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0611'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0611'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0611'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0611'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0611'THE POST.
 SF0611
 SF0611                          STATION RECOVERY (1962)
 SF0611
 SF0611'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0611'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0622 ***********************************************************************
 SF0622  DESIGNATION -  REF MON S143 A IBC
 SF0622  PID         -  SF0622
 SF0622  STATE/COUNTY-  ME/AROOSTOOK
 SF0622  USGS QUAD   -  LANDRY (1986)
 SF0622
 SF0622                         *CURRENT SURVEY CONTROL
 SF0622  ___________________________________________________________________
 SF0622* NAD 83(1996)-  47 24 25.06083(N)    069 02 07.43453(W)     ADJUSTED  
 SF0622* NAVD 88     -       167.     (meters)     548.     (feet)  SCALED    
 SF0622  ___________________________________________________________________
 SF0622  LAPLACE CORR-           6.38  (seconds)                    DEFLEC99
 SF0622  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 SF0622
 SF0622  HORZ ORDER  -  THIRD
 SF0622
 SF0622.The horizontal coordinates were established by classical geodetic methods
 SF0622.and adjusted by the National Geodetic Survey in March 1998..
 SF0622.No horizontal observational check was made to the station.
 SF0622
 SF0622.The orthometric height was scaled from a topographic map.
 SF0622
 SF0622.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0622
 SF0622.The geoid height was determined by GEOID03.
 SF0622
 SF0622;                    North         East     Units Scale Factor Converg.
 SF0622;SPC ME E     -   415,802.230   259,594.046   MT  0.99992006   -0 23 39.0
 SF0622;UTM  19      - 5,250,390.469   497,329.313   MT  0.99960009   -0 01 33.8
 SF0622
 SF0622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0622!SPC ME E     -   0.99997783  x   0.99992006  =   0.99989789
 SF0622!UTM  19      -   0.99997783  x   0.99960009  =   0.99957793
 SF0622
 SF0622                          SUPERSEDED SURVEY CONTROL
 SF0622
 SF0622  NAD 83(1992)-  47 24 25.04285(N)    069 02 07.44184(W) AD(       ) 3
 SF0622  NAD 83(1986)-  47 24 25.04917(N)    069 02 07.43959(W) AD(       ) 3
 SF0622  NAD 27      -  47 24 24.97263(N)    069 02 09.31240(W) AD(       ) 3
 SF0622
 SF0622.Superseded values are not recommended for survey control.
 SF0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0622.See file dsdata.txt to determine how the superseded data were derived.
 SF0622
 SF0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9732950390(NAD 83)
 SF0622_MARKER: Z = SEE DESCRIPTION
 SF0622_SETTING: 0 = UNSPECIFIED SETTING
 SF0622_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0622
 SF0622  HISTORY     - Date     Condition        Report By
 SF0622  HISTORY     - 1939     MONUMENTED       IBC
 SF0622  HISTORY     - 1962     GOOD             IBC
 SF0622
 SF0622                          STATION DESCRIPTION
 SF0622
 SF0622'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1939 (DFC)
 SF0622'ERECTED TO TAKE THE PLACE OF REFERENCE MONUMENT S-143, WHICH WAS
 SF0622'ABOUT TO FALL INTO THE RIVER AS THE RESULT OF EROSION OF THE BANK.
 SF0622'THE NEW MONUMENT IS OF THE SAME SIZE AND TYPE AS THE ONE WHICH IT
 SF0622'REPLACES, BUT ITS BASE IS MARKED---1939---AND---U.S. NO. 143-A---.
 SF0622'IT IS 17.0 METERS SOUTH OF THE FORMER SITE OF REFERENCE MONUMENT
 SF0622'S-143 WHICH HAS BEEN BROKEN UP AND THROWN INTO THE RIVER.
 SF0622'
 SF0622'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0622'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0622'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0622'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0622'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0622'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0622'THE POST.
 SF0622
 SF0622                          STATION RECOVERY (1962)
 SF0622
 SF0622'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0622'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0623 ***********************************************************************
 SF0623  DESIGNATION -  REF MON S143 IBC
 SF0623  PID         -  SF0623
 SF0623  STATE/COUNTY-  ME/AROOSTOOK
 SF0623  USGS QUAD   -  LANDRY (1986)
 SF0623
 SF0623                         *CURRENT SURVEY CONTROL
 SF0623  ___________________________________________________________________
 SF0623* NAD 83(1996)-  47 24 25.59920(N)    069 02 07.59609(W)     ADJUSTED  
 SF0623* NAVD 88     -       167.     (meters)     548.     (feet)  SCALED    
 SF0623  ___________________________________________________________________
 SF0623  LAPLACE CORR-           6.37  (seconds)                    DEFLEC99
 SF0623  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 SF0623
 SF0623  HORZ ORDER  -  THIRD
 SF0623
 SF0623.The horizontal coordinates were established by classical geodetic methods
 SF0623.and adjusted by the National Geodetic Survey in March 1998..
 SF0623
 SF0623.The orthometric height was scaled from a topographic map.
 SF0623
 SF0623.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0623
 SF0623.The geoid height was determined by GEOID03.
 SF0623
 SF0623;                    North         East     Units Scale Factor Converg.
 SF0623;SPC ME E     -   415,818.878   259,590.774   MT  0.99992006   -0 23 39.1
 SF0623;UTM  19      - 5,250,407.091   497,325.934   MT  0.99960009   -0 01 33.9
 SF0623
 SF0623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0623!SPC ME E     -   0.99997783  x   0.99992006  =   0.99989789
 SF0623!UTM  19      -   0.99997783  x   0.99960009  =   0.99957793
 SF0623
 SF0623                          SUPERSEDED SURVEY CONTROL
 SF0623
 SF0623  NAD 83(1992)-  47 24 25.58121(N)    069 02 07.60341(W) AD(       ) 3
 SF0623  NAD 83(1986)-  47 24 25.58753(N)    069 02 07.60116(W) AD(       ) 3
 SF0623  NAD 27      -  47 24 25.51100(N)    069 02 09.47400(W) AD(       ) 3
 SF0623
 SF0623.Superseded values are not recommended for survey control.
 SF0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0623.See file dsdata.txt to determine how the superseded data were derived.
 SF0623
 SF0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9732650407(NAD 83)
 SF0623_MARKER: Z = SEE DESCRIPTION
 SF0623_SETTING: 0 = UNSPECIFIED SETTING
 SF0623_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0623
 SF0623  HISTORY     - Date     Condition        Report By
 SF0623  HISTORY     - 1911     MONUMENTED       IBC
 SF0623  HISTORY     - 1962     MARK NOT FOUND   IBC
 SF0623
 SF0623                          STATION DESCRIPTION
 SF0623
 SF0623'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0623'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0623'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0623'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0623'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0623'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0623'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0623'THE POST.
 SF0623
 SF0623                          STATION RECOVERY (1962)
 SF0623
 SF0623'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0623'STATION LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0626 ***********************************************************************
 SF0626  DESIGNATION -  REF MON S144 IBC
 SF0626  PID         -  SF0626
 SF0626  STATE/COUNTY-  ME/AROOSTOOK
 SF0626  USGS QUAD   -  LANDRY (1986)
 SF0626
 SF0626                         *CURRENT SURVEY CONTROL
 SF0626  ___________________________________________________________________
 SF0626* NAD 83(1996)-  47 24 51.69707(N)    069 02 10.20489(W)     ADJUSTED  
 SF0626* NAVD 88     -       167.     (meters)     548.     (feet)  SCALED    
 SF0626  ___________________________________________________________________
 SF0626  LAPLACE CORR-           6.30  (seconds)                    DEFLEC99
 SF0626  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 SF0626
 SF0626  HORZ ORDER  -  THIRD
 SF0626
 SF0626.The horizontal coordinates were established by classical geodetic methods
 SF0626.and adjusted by the National Geodetic Survey in March 1998..
 SF0626
 SF0626.The orthometric height was scaled from a topographic map.
 SF0626
 SF0626.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0626
 SF0626.The geoid height was determined by GEOID03.
 SF0626
 SF0626;                    North         East     Units Scale Factor Converg.
 SF0626;SPC ME E     -   416,625.152   259,541.637   MT  0.99992011   -0 23 41.2
 SF0626;UTM  19      - 5,251,212.774   497,271.635   MT  0.99960009   -0 01 35.9
 SF0626
 SF0626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0626!SPC ME E     -   0.99997783  x   0.99992011  =   0.99989794
 SF0626!UTM  19      -   0.99997783  x   0.99960009  =   0.99957793
 SF0626
 SF0626|---------------------------------------------------------------------|
 SF0626| PID    Reference Object                     Distance      Geod. Az  |
 SF0626|                                                           dddmmss.s |
 SF0626| SF0620 REF MON C146 IBC                    155.347 METERS 03727     |
 SF0626| SF0610 C180 IBC                            255.009 METERS 08326     |
 SF0626| SF0618 REF MON C145 IBC                    164.794 METERS 13536     |
 SF0626| SF0648 S195 IBC                            364.287 METERS 28121     |
 SF0626| SF0639 C182 IBC                            322.052 METERS 31230     |
 SF0626|---------------------------------------------------------------------|
 SF0626
 SF0626                          SUPERSEDED SURVEY CONTROL
 SF0626
 SF0626  NAD 83(1992)-  47 24 51.67882(N)    069 02 10.21253(W) AD(       ) 3
 SF0626  NAD 83(1986)-  47 24 51.68500(N)    069 02 10.21013(W) AD(       ) 3
 SF0626  NAD 27      -  47 24 51.60900(N)    069 02 12.09000(W) AD(       ) 3
 SF0626
 SF0626.Superseded values are not recommended for survey control.
 SF0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0626.See file dsdata.txt to determine how the superseded data were derived.
 SF0626
 SF0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9727251213(NAD 83)
 SF0626_MARKER: Z = SEE DESCRIPTION
 SF0626_SETTING: 0 = UNSPECIFIED SETTING
 SF0626_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0626
 SF0626  HISTORY     - Date     Condition        Report By
 SF0626  HISTORY     - 1911     MONUMENTED       IBC
 SF0626  HISTORY     - 1962     GOOD             IBC
 SF0626
 SF0626                          STATION DESCRIPTION
 SF0626
 SF0626'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0626'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0626'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0626'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0626'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0626'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0626'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0626'THE POST.
 SF0626
 SF0626                          STATION RECOVERY (1962)
 SF0626
 SF0626'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0626'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0651 ***********************************************************************
 SF0651  DESIGNATION -  REF MON S145 IBC
 SF0651  PID         -  SF0651
 SF0651  STATE/COUNTY-  ME/AROOSTOOK
 SF0651  USGS QUAD   -  LANDRY (1986)
 SF0651
 SF0651                         *CURRENT SURVEY CONTROL
 SF0651  ___________________________________________________________________
 SF0651* NAD 83(1996)-  47 25 04.90679(N)    069 02 28.17756(W)     ADJUSTED  
 SF0651* NAVD 88     -       167.     (meters)     548.     (feet)  SCALED    
 SF0651  ___________________________________________________________________
 SF0651  LAPLACE CORR-           5.96  (seconds)                    DEFLEC99
 SF0651  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 SF0651
 SF0651  HORZ ORDER  -  THIRD
 SF0651
 SF0651.The horizontal coordinates were established by classical geodetic methods
 SF0651.and adjusted by the National Geodetic Survey in March 1998..
 SF0651
 SF0651.The orthometric height was scaled from a topographic map.
 SF0651
 SF0651.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0651
 SF0651.The geoid height was determined by GEOID03.
 SF0651
 SF0651;                    North         East     Units Scale Factor Converg.
 SF0651;SPC ME E     -   417,035.674   259,167.756   MT  0.99992048   -0 23 54.5
 SF0651;UTM  19      - 5,251,620.755   496,895.245   MT  0.99960012   -0 01 49.1
 SF0651
 SF0651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0651!SPC ME E     -   0.99997783  x   0.99992048  =   0.99989831
 SF0651!UTM  19      -   0.99997783  x   0.99960012  =   0.99957796
 SF0651
 SF0651|---------------------------------------------------------------------|
 SF0651| PID    Reference Object                     Distance      Geod. Az  |
 SF0651|                                                           dddmmss.s |
 SF0651| SF0643 S197 IBC                            205.219 METERS 02114     |
 SF0651| SF0633 C184 IBC                            269.722 METERS 03928     |
 SF0651| SF0638 C183 IBC                            163.037 METERS 06036     |
 SF0651| SF0639 C182 IBC                            235.903 METERS 14348     |
 SF0651| SF0648 S195 IBC                            336.881 METERS 17640     |
 SF0651|---------------------------------------------------------------------|
 SF0651
 SF0651                          SUPERSEDED SURVEY CONTROL
 SF0651
 SF0651  NAD 83(1992)-  47 25 04.88839(N)    069 02 28.18525(W) AD(       ) 3
 SF0651  NAD 83(1986)-  47 25 04.89455(N)    069 02 28.18270(W) AD(       ) 3
 SF0651  NAD 27      -  47 25 04.81800(N)    069 02 30.06500(W) AD(       ) 3
 SF0651
 SF0651.Superseded values are not recommended for survey control.
 SF0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0651.See file dsdata.txt to determine how the superseded data were derived.
 SF0651
 SF0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9689551621(NAD 83)
 SF0651_MARKER: Z = SEE DESCRIPTION
 SF0651_SETTING: 0 = UNSPECIFIED SETTING
 SF0651_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0651
 SF0651  HISTORY     - Date     Condition        Report By
 SF0651  HISTORY     - 1911     MONUMENTED       IBC
 SF0651  HISTORY     - 1962     GOOD             IBC
 SF0651
 SF0651                          STATION DESCRIPTION
 SF0651
 SF0651'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0651'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0651'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0651'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0651'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0651'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0651'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0651'THE POST.
 SF0651
 SF0651                          STATION RECOVERY (1962)
 SF0651
 SF0651'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0651'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0680 ***********************************************************************
 SF0680  DESIGNATION -  REF MON S146 IBC
 SF0680  PID         -  SF0680
 SF0680  STATE/COUNTY-  ME/AROOSTOOK
 SF0680  USGS QUAD   -  LANDRY (1986)
 SF0680
 SF0680                         *CURRENT SURVEY CONTROL
 SF0680  ___________________________________________________________________
 SF0680* NAD 83(1996)-  47 25 19.79442(N)    069 03 00.24394(W)     ADJUSTED  
 SF0680* NAVD 88     -       175.     (meters)     574.     (feet)  SCALED    
 SF0680  ___________________________________________________________________
 SF0680  LAPLACE CORR-           5.28  (seconds)                    DEFLEC99
 SF0680  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 SF0680
 SF0680  HORZ ORDER  -  THIRD
 SF0680
 SF0680.The horizontal coordinates were established by classical geodetic methods
 SF0680.and adjusted by the National Geodetic Survey in March 1998..
 SF0680
 SF0680.The orthometric height was scaled from a topographic map.
 SF0680
 SF0680.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0680
 SF0680.The geoid height was determined by GEOID03.
 SF0680
 SF0680;                    North         East     Units Scale Factor Converg.
 SF0680;SPC ME E     -   417,500.114   258,498.922   MT  0.99992116   -0 24 18.2
 SF0680;UTM  19      - 5,252,080.740   496,223.656   MT  0.99960018   -0 02 12.7
 SF0680
 SF0680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0680!SPC ME E     -   0.99997658  x   0.99992116  =   0.99989774
 SF0680!UTM  19      -   0.99997658  x   0.99960018  =   0.99957677
 SF0680
 SF0680|---------------------------------------------------------------------|
 SF0680| PID    Reference Object                     Distance      Geod. Az  |
 SF0680|                                                           dddmmss.s |
 SF0680| SF0675 S206 IBC                            377.077 METERS 03225     |
 SF0680| SF0686 S208 IBC                            166.998 METERS 26409     |
 SF0680| SF0684 REF MON S147 IBC                    227.278 METERS 33356     |
 SF0680| SF0681 S210 IBC                            345.980 METERS 35017     |
 SF0680|---------------------------------------------------------------------|
 SF0680
 SF0680                          SUPERSEDED SURVEY CONTROL
 SF0680
 SF0680  NAD 83(1992)-  47 25 19.77601(N)    069 03 00.25132(W) AD(       ) 3
 SF0680  NAD 83(1986)-  47 25 19.78190(N)    069 03 00.24940(W) AD(       ) 3
 SF0680  NAD 27      -  47 25 19.70600(N)    069 03 02.13000(W) AD(       ) 3
 SF0680
 SF0680.Superseded values are not recommended for survey control.
 SF0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0680.See file dsdata.txt to determine how the superseded data were derived.
 SF0680
 SF0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9622452081(NAD 83)
 SF0680_MARKER: Z = SEE DESCRIPTION
 SF0680_SETTING: 0 = UNSPECIFIED SETTING
 SF0680_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0680
 SF0680  HISTORY     - Date     Condition        Report By
 SF0680  HISTORY     - 1911     MONUMENTED       IBC
 SF0680  HISTORY     - 1962     GOOD             IBC
 SF0680
 SF0680                          STATION DESCRIPTION
 SF0680
 SF0680'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0680'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0680'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0680'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0680'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0680'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0680'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0680'THE POST.
 SF0680
 SF0680                          STATION RECOVERY (1962)
 SF0680
 SF0680'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0680'STATION RECOVERED IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0684 ***********************************************************************
 SF0684  DESIGNATION -  REF MON S147 IBC
 SF0684  PID         -  SF0684
 SF0684  STATE/COUNTY-  ME/AROOSTOOK
 SF0684  USGS QUAD   -  LANDRY (1986)
 SF0684
 SF0684                         *CURRENT SURVEY CONTROL
 SF0684  ___________________________________________________________________
 SF0684* NAD 83(1996)-  47 25 26.40534(N)    069 03 05.00831(W)     ADJUSTED  
 SF0684* NAVD 88     -       182.     (meters)     597.     (feet)  SCALED    
 SF0684  ___________________________________________________________________
 SF0684  LAPLACE CORR-           5.21  (seconds)                    DEFLEC99
 SF0684  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 SF0684
 SF0684  HORZ ORDER  -  THIRD
 SF0684
 SF0684.The horizontal coordinates were established by classical geodetic methods
 SF0684.and adjusted by the National Geodetic Survey in March 1998..
 SF0684
 SF0684.The orthometric height was scaled from a topographic map.
 SF0684
 SF0684.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0684
 SF0684.The geoid height was determined by GEOID03.
 SF0684
 SF0684;                    North         East     Units Scale Factor Converg.
 SF0684;SPC ME E     -   417,704.965   258,400.519   MT  0.99992126   -0 24 21.7
 SF0684;UTM  19      - 5,252,284.889   496,123.971   MT  0.99960018   -0 02 16.2
 SF0684
 SF0684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0684!SPC ME E     -   0.99997549  x   0.99992126  =   0.99989675
 SF0684!UTM  19      -   0.99997549  x   0.99960018  =   0.99957567
 SF0684
 SF0684                          SUPERSEDED SURVEY CONTROL
 SF0684
 SF0684  NAD 83(1992)-  47 25 26.38680(N)    069 03 05.01570(W) AD(       ) 3
 SF0684  NAD 83(1986)-  47 25 26.39284(N)    069 03 05.01386(W) AD(       ) 3
 SF0684  NAD 27      -  47 25 26.31700(N)    069 03 06.89400(W) AD(       ) 3
 SF0684
 SF0684.Superseded values are not recommended for survey control.
 SF0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0684.See file dsdata.txt to determine how the superseded data were derived.
 SF0684
 SF0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9612452285(NAD 83)
 SF0684_MARKER: Z = SEE DESCRIPTION
 SF0684_SETTING: 0 = UNSPECIFIED SETTING
 SF0684_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0684
 SF0684  HISTORY     - Date     Condition        Report By
 SF0684  HISTORY     - 1911     MONUMENTED       IBC
 SF0684  HISTORY     - 1962     GOOD             IBC
 SF0684
 SF0684                          STATION DESCRIPTION
 SF0684
 SF0684'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0684'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0684'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0684'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0684'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0684'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0684'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0684'THE POST.
 SF0684
 SF0684                          STATION RECOVERY (1962)
 SF0684
 SF0684'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0684'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0683 ***********************************************************************
 SF0683  DESIGNATION -  REF MON S148 A IBC
 SF0683  PID         -  SF0683
 SF0683  STATE/COUNTY-  ME/AROOSTOOK
 SF0683  USGS QUAD   -  LANDRY (1986)
 SF0683
 SF0683                         *CURRENT SURVEY CONTROL
 SF0683  ___________________________________________________________________
 SF0683* NAD 83(1996)-  47 25 33.47221(N)    069 03 03.94067(W)     ADJUSTED  
 SF0683* NAVD 88     -       175.     (meters)     574.     (feet)  SCALED    
 SF0683  ___________________________________________________________________
 SF0683  LAPLACE CORR-           5.27  (seconds)                    DEFLEC99
 SF0683  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 SF0683
 SF0683  HORZ ORDER  -  THIRD
 SF0683
 SF0683.The horizontal coordinates were established by classical geodetic methods
 SF0683.and adjusted by the National Geodetic Survey in March 1998..
 SF0683
 SF0683.The orthometric height was scaled from a topographic map.
 SF0683
 SF0683.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0683
 SF0683.The geoid height was determined by GEOID03.
 SF0683
 SF0683;                    North         East     Units Scale Factor Converg.
 SF0683;SPC ME E     -   417,923.031   258,424.439   MT  0.99992124   -0 24 21.0
 SF0683;UTM  19      - 5,252,503.034   496,146.482   MT  0.99960018   -0 02 15.5
 SF0683
 SF0683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0683!SPC ME E     -   0.99997658  x   0.99992124  =   0.99989782
 SF0683!UTM  19      -   0.99997658  x   0.99960018  =   0.99957677
 SF0683
 SF0683                          SUPERSEDED SURVEY CONTROL
 SF0683
 SF0683  NAD 83(1992)-  47 25 33.45356(N)    069 03 03.94816(W) AD(       ) 3
 SF0683  NAD 83(1986)-  47 25 33.45958(N)    069 03 03.94629(W) AD(       ) 3
 SF0683  NAD 27      -  47 25 33.38500(N)    069 03 05.82700(W) AD(       ) 3
 SF0683
 SF0683.Superseded values are not recommended for survey control.
 SF0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0683.See file dsdata.txt to determine how the superseded data were derived.
 SF0683
 SF0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9614652503(NAD 83)
 SF0683_MARKER: Z = SEE DESCRIPTION
 SF0683_SETTING: 0 = UNSPECIFIED SETTING
 SF0683_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0683
 SF0683  HISTORY     - Date     Condition        Report By
 SF0683  HISTORY     - 1939     MONUMENTED       IBC
 SF0683  HISTORY     - 1962     MARK NOT FOUND   IBC
 SF0683
 SF0683                          STATION DESCRIPTION
 SF0683
 SF0683'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1939 (DFC)
 SF0683'ERECTED TO TAKE THE PLACE OF REFERENCE MONUMENT S-148, THE SITE OF
 SF0683'WHICH IS HOW COVERED BY THE ST FRANCIS RIVER.  THE NEW MONUMENT IS OF
 SF0683'THE SAME SIZE AND TYPE AS THE ONE WHICH IT REPLACES, BUT ITS BASE IS
 SF0683'MARKED---1939---AND---U.S. NO. 148-A---.  IT IS 34.0 METERS SOUTH OF
 SF0683'THE FORMER SITE OF REFERENCE MONUMENT S-148.
 SF0683'
 SF0683'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0683'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0683'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0683'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0683'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0683'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0683'THE POST.
 SF0683
 SF0683                          STATION RECOVERY (1962)
 SF0683
 SF0683'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0683'STATION LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0762 ***********************************************************************
 SF0762  DESIGNATION -  REF MON S148 IBC
 SF0762  PID         -  SF0762
 SF0762  STATE/COUNTY-  ME/AROOSTOOK
 SF0762  USGS QUAD   -  LANDRY (1986)
 SF0762
 SF0762                         *CURRENT SURVEY CONTROL
 SF0762  ___________________________________________________________________
 SF0762* NAD 83(1996)-  47 25 34.57182(N)    069 03 04.08290(W)     ADJUSTED  
 SF0762* NAVD 88     -       167.     (meters)     548.     (feet)  SCALED    
 SF0762  ___________________________________________________________________
 SF0762  LAPLACE CORR-           5.27  (seconds)                    DEFLEC99
 SF0762  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 SF0762
 SF0762  HORZ ORDER  -  THIRD
 SF0762
 SF0762.The horizontal coordinates were established by classical geodetic methods
 SF0762.and adjusted by the National Geodetic Survey in March 1998..
 SF0762
 SF0762.The orthometric height was scaled from a topographic map.
 SF0762
 SF0762.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0762
 SF0762.The geoid height was determined by GEOID03.
 SF0762
 SF0762;                    North         East     Units Scale Factor Converg.
 SF0762;SPC ME E     -   417,957.008   258,421.699   MT  0.99992124   -0 24 21.1
 SF0762;UTM  19      - 5,252,536.982   496,143.524   MT  0.99960018   -0 02 15.6
 SF0762
 SF0762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0762!SPC ME E     -   0.99997784  x   0.99992124  =   0.99989908
 SF0762!UTM  19      -   0.99997784  x   0.99960018  =   0.99957803
 SF0762
 SF0762                          SUPERSEDED SURVEY CONTROL
 SF0762
 SF0762  NAD 83(1992)-  47 25 34.55317(N)    069 03 04.09040(W) AD(       ) 3
 SF0762  NAD 83(1986)-  47 25 34.55937(N)    069 03 04.08851(W) AD(       ) 3
 SF0762  NAD 27      -  47 25 34.48200(N)    069 03 05.97000(W) AD(       ) 3
 SF0762
 SF0762.Superseded values are not recommended for survey control.
 SF0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0762.See file dsdata.txt to determine how the superseded data were derived.
 SF0762
 SF0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9614452537(NAD 83)
 SF0762_MARKER: Z = SEE DESCRIPTION
 SF0762_SETTING: 0 = UNSPECIFIED SETTING
 SF0762_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0762
 SF0762  HISTORY     - Date     Condition        Report By
 SF0762  HISTORY     - 1911     MONUMENTED       IBC
 SF0762  HISTORY     - 1962     MARK NOT FOUND   IBC
 SF0762
 SF0762                          STATION DESCRIPTION
 SF0762
 SF0762'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0762'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0762'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0762'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0762'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0762'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0762'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0762'THE POST.
 SF0762
 SF0762                          STATION RECOVERY (1962)
 SF0762
 SF0762'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0762'STATION LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0689 ***********************************************************************
 SF0689  DESIGNATION -  REF MON S149 IBC
 SF0689  PID         -  SF0689
 SF0689  STATE/COUNTY-  ME/AROOSTOOK
 SF0689  USGS QUAD   -  LANDRY (1986)
 SF0689
 SF0689                         *CURRENT SURVEY CONTROL
 SF0689  ___________________________________________________________________
 SF0689* NAD 83(1996)-  47 25 42.13291(N)    069 03 13.25681(W)     ADJUSTED  
 SF0689* NAVD 88     -       167.     (meters)     548.     (feet)  SCALED    
 SF0689  ___________________________________________________________________
 SF0689  LAPLACE CORR-           5.10  (seconds)                    DEFLEC99
 SF0689  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 SF0689
 SF0689  HORZ ORDER  -  THIRD
 SF0689
 SF0689.The horizontal coordinates were established by classical geodetic methods
 SF0689.and adjusted by the National Geodetic Survey in March 1998..
 SF0689
 SF0689.The orthometric height was scaled from a topographic map.
 SF0689
 SF0689.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0689
 SF0689.The geoid height was determined by GEOID03.
 SF0689
 SF0689;                    North         East     Units Scale Factor Converg.
 SF0689;SPC ME E     -   418,191.859   258,231.113   MT  0.99992143   -0 24 27.9
 SF0689;UTM  19      - 5,252,770.528   495,951.495   MT  0.99960020   -0 02 22.3
 SF0689
 SF0689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0689!SPC ME E     -   0.99997784  x   0.99992143  =   0.99989927
 SF0689!UTM  19      -   0.99997784  x   0.99960020  =   0.99957805
 SF0689
 SF0689                          SUPERSEDED SURVEY CONTROL
 SF0689
 SF0689  NAD 83(1992)-  47 25 42.11410(N)    069 03 13.26427(W) AD(       ) 3
 SF0689  NAD 83(1986)-  47 25 42.12043(N)    069 03 13.26250(W) AD(       ) 3
 SF0689  NAD 27      -  47 25 42.04300(N)    069 03 15.14400(W) AD(       ) 3
 SF0689
 SF0689.Superseded values are not recommended for survey control.
 SF0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0689.See file dsdata.txt to determine how the superseded data were derived.
 SF0689
 SF0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9595152771(NAD 83)
 SF0689_MARKER: Z = SEE DESCRIPTION
 SF0689_SETTING: 0 = UNSPECIFIED SETTING
 SF0689_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0689
 SF0689  HISTORY     - Date     Condition        Report By
 SF0689  HISTORY     - 1911     MONUMENTED       IBC
 SF0689  HISTORY     - 1962     GOOD             IBC
 SF0689
 SF0689                          STATION DESCRIPTION
 SF0689
 SF0689'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0689'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0689'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0689'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0689'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0689'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0689'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0689'THE POST.
 SF0689
 SF0689                          STATION RECOVERY (1962)
 SF0689
 SF0689'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0689'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0697 ***********************************************************************
 SF0697  DESIGNATION -  REF MON S150 IBC
 SF0697  PID         -  SF0697
 SF0697  STATE/COUNTY-  ME/AROOSTOOK
 SF0697  USGS QUAD   -  LANDRY (1986)
 SF0697
 SF0697                         *CURRENT SURVEY CONTROL
 SF0697  ___________________________________________________________________
 SF0697* NAD 83(1996)-  47 25 53.68065(N)    069 03 22.65332(W)     ADJUSTED  
 SF0697* NAVD 88     -       167.     (meters)     548.     (feet)  SCALED    
 SF0697  ___________________________________________________________________
 SF0697  LAPLACE CORR-           4.92  (seconds)                    DEFLEC99
 SF0697  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 SF0697
 SF0697  HORZ ORDER  -  THIRD
 SF0697
 SF0697.The horizontal coordinates were established by classical geodetic methods
 SF0697.and adjusted by the National Geodetic Survey in March 1998..
 SF0697
 SF0697.The orthometric height was scaled from a topographic map.
 SF0697
 SF0697.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0697
 SF0697.The geoid height was determined by GEOID03.
 SF0697
 SF0697;                    North         East     Units Scale Factor Converg.
 SF0697;SPC ME E     -   418,549.856   258,036.759   MT  0.99992163   -0 24 34.9
 SF0697;UTM  19      - 5,253,127.154   495,754.907   MT  0.99960022   -0 02 29.2
 SF0697
 SF0697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0697!SPC ME E     -   0.99997784  x   0.99992163  =   0.99989947
 SF0697!UTM  19      -   0.99997784  x   0.99960022  =   0.99957807
 SF0697
 SF0697                          SUPERSEDED SURVEY CONTROL
 SF0697
 SF0697  NAD 83(1992)-  47 25 53.66162(N)    069 03 22.66080(W) AD(       ) 3
 SF0697  NAD 83(1986)-  47 25 53.66803(N)    069 03 22.65910(W) AD(       ) 3
 SF0697  NAD 27      -  47 25 53.59100(N)    069 03 24.54100(W) AD(       ) 3
 SF0697
 SF0697.Superseded values are not recommended for survey control.
 SF0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0697.See file dsdata.txt to determine how the superseded data were derived.
 SF0697
 SF0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9575553127(NAD 83)
 SF0697_MARKER: Z = SEE DESCRIPTION
 SF0697_SETTING: 0 = UNSPECIFIED SETTING
 SF0697_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0697
 SF0697  HISTORY     - Date     Condition        Report By
 SF0697  HISTORY     - 1911     MONUMENTED       IBC
 SF0697  HISTORY     - 1962     GOOD             IBC
 SF0697
 SF0697                          STATION DESCRIPTION
 SF0697
 SF0697'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0697'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0697'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0697'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0697'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0697'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0697'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0697'THE POST.
 SF0697
 SF0697                          STATION RECOVERY (1962)
 SF0697
 SF0697'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0697'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0711 ***********************************************************************
 SF0711  DESIGNATION -  REF MON S151 IBC
 SF0711  PID         -  SF0711
 SF0711  STATE/COUNTY-  ME/AROOSTOOK
 SF0711  USGS QUAD   -  LANDRY (1986)
 SF0711
 SF0711                         *CURRENT SURVEY CONTROL
 SF0711  ___________________________________________________________________
 SF0711* NAD 83(1996)-  47 25 46.89443(N)    069 03 58.64096(W)     ADJUSTED  
 SF0711* NAVD 88     -       167.     (meters)     548.     (feet)  SCALED    
 SF0711  ___________________________________________________________________
 SF0711  LAPLACE CORR-           4.07  (seconds)                    DEFLEC99
 SF0711  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 SF0711
 SF0711  HORZ ORDER  -  THIRD
 SF0711
 SF0711.The horizontal coordinates were established by classical geodetic methods
 SF0711.and adjusted by the National Geodetic Survey in March 1998..
 SF0711
 SF0711.The orthometric height was scaled from a topographic map.
 SF0711
 SF0711.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0711
 SF0711.The geoid height was determined by GEOID03.
 SF0711
 SF0711;                    North         East     Units Scale Factor Converg.
 SF0711;SPC ME E     -   418,345.739   257,281.157   MT  0.99992242   -0 25 01.4
 SF0711;UTM  19      - 5,252,918.252   495,000.875   MT  0.99960031   -0 02 55.7
 SF0711
 SF0711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0711!SPC ME E     -   0.99997784  x   0.99992242  =   0.99990026
 SF0711!UTM  19      -   0.99997784  x   0.99960031  =   0.99957816
 SF0711
 SF0711                          SUPERSEDED SURVEY CONTROL
 SF0711
 SF0711  NAD 83(1992)-  47 25 46.87529(N)    069 03 58.64768(W) AD(       ) 3
 SF0711  NAD 83(1986)-  47 25 46.88171(N)    069 03 58.64605(W) AD(       ) 3
 SF0711  NAD 27      -  47 25 46.80500(N)    069 04 00.52900(W) AD(       ) 3
 SF0711
 SF0711.Superseded values are not recommended for survey control.
 SF0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0711.See file dsdata.txt to determine how the superseded data were derived.
 SF0711
 SF0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9500152918(NAD 83)
 SF0711_MARKER: Z = SEE DESCRIPTION
 SF0711_SETTING: 0 = UNSPECIFIED SETTING
 SF0711_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0711
 SF0711  HISTORY     - Date     Condition        Report By
 SF0711  HISTORY     - 1911     MONUMENTED       IBC
 SF0711  HISTORY     - 1962     GOOD             IBC
 SF0711
 SF0711                          STATION DESCRIPTION
 SF0711
 SF0711'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0711'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0711'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0711'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0711'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0711'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0711'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0711'THE POST.
 SF0711
 SF0711                          STATION RECOVERY (1962)
 SF0711
 SF0711'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0711'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0715 ***********************************************************************
 SF0715  DESIGNATION -  REF MON S152 IBC
 SF0715  PID         -  SF0715
 SF0715  STATE/COUNTY-  ME/AROOSTOOK
 SF0715  USGS QUAD   -  LANDRY (1986)
 SF0715
 SF0715                         *CURRENT SURVEY CONTROL
 SF0715  ___________________________________________________________________
 SF0715* NAD 83(1996)-  47 25 34.38098(N)    069 04 15.03084(W)     ADJUSTED  
 SF0715* NAVD 88     -       190.     (meters)     623.     (feet)  SCALED    
 SF0715  ___________________________________________________________________
 SF0715  LAPLACE CORR-           3.83  (seconds)                    DEFLEC99
 SF0715  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 SF0715
 SF0715  HORZ ORDER  -  THIRD
 SF0715
 SF0715.The horizontal coordinates were established by classical geodetic methods
 SF0715.and adjusted by the National Geodetic Survey in March 1998..
 SF0715
 SF0715.The orthometric height was scaled from a topographic map.
 SF0715
 SF0715.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0715
 SF0715.The geoid height was determined by GEOID03.
 SF0715
 SF0715;                    North         East     Units Scale Factor Converg.
 SF0715;SPC ME E     -   417,961.835   256,934.880   MT  0.99992278   -0 25 13.4
 SF0715;UTM  19      - 5,252,532.255   494,657.183   MT  0.99960035   -0 03 07.8
 SF0715
 SF0715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0715!SPC ME E     -   0.99997424  x   0.99992278  =   0.99989702
 SF0715!UTM  19      -   0.99997424  x   0.99960035  =   0.99957460
 SF0715
 SF0715|---------------------------------------------------------------------|
 SF0715| PID    Reference Object                     Distance      Geod. Az  |
 SF0715|                                                           dddmmss.s |
 SF0715| SF0714 REF MON C159 IBC                    242.856 METERS 03437     |
 SF0715| SF0712 S223 IBC                            294.401 METERS 05510     |
 SF0715| SF0717 REF MON S153 IBC                    377.855 METERS 25837     |
 SF0715| SF0716 C211 IBC                            159.534 METERS 33936     |
 SF0715|---------------------------------------------------------------------|
 SF0715
 SF0715                          SUPERSEDED SURVEY CONTROL
 SF0715
 SF0715  NAD 83(1992)-  47 25 34.36194(N)    069 04 15.03704(W) AD(       ) 3
 SF0715  NAD 83(1986)-  47 25 34.36832(N)    069 04 15.03546(W) AD(       ) 3
 SF0715  NAD 27      -  47 25 34.29300(N)    069 04 16.91900(W) AD(       ) 3
 SF0715
 SF0715.Superseded values are not recommended for survey control.
 SF0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0715.See file dsdata.txt to determine how the superseded data were derived.
 SF0715
 SF0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9465752532(NAD 83)
 SF0715_MARKER: Z = SEE DESCRIPTION
 SF0715_SETTING: 0 = UNSPECIFIED SETTING
 SF0715_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0715
 SF0715  HISTORY     - Date     Condition        Report By
 SF0715  HISTORY     - 1911     MONUMENTED       IBC
 SF0715  HISTORY     - 1962     GOOD             IBC
 SF0715
 SF0715                          STATION DESCRIPTION
 SF0715
 SF0715'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0715'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0715'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0715'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0715'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0715'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0715'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0715'THE POST.
 SF0715
 SF0715                          STATION RECOVERY (1962)
 SF0715
 SF0715'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0715'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0717 ***********************************************************************
 SF0717  DESIGNATION -  REF MON S153 IBC
 SF0717  PID         -  SF0717
 SF0717  STATE/COUNTY-  ME/AROOSTOOK
 SF0717  USGS QUAD   -  LANDRY (1986)
 SF0717
 SF0717                         *CURRENT SURVEY CONTROL
 SF0717  ___________________________________________________________________
 SF0717* NAD 83(1996)-  47 25 31.96407(N)    069 04 32.70457(W)     ADJUSTED  
 SF0717* NAVD 88     -       185.     (meters)     607.     (feet)  SCALED    
 SF0717  ___________________________________________________________________
 SF0717  LAPLACE CORR-           3.74  (seconds)                    DEFLEC99
 SF0717  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 SF0717
 SF0717  HORZ ORDER  -  THIRD
 SF0717
 SF0717.The horizontal coordinates were established by classical geodetic methods
 SF0717.and adjusted by the National Geodetic Survey in March 1998..
 SF0717
 SF0717.The orthometric height was scaled from a topographic map.
 SF0717
 SF0717.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0717
 SF0717.The geoid height was determined by GEOID03.
 SF0717
 SF0717;                    North         East     Units Scale Factor Converg.
 SF0717;SPC ME E     -   417,889.930   256,563.959   MT  0.99992318   -0 25 26.4
 SF0717;UTM  19      - 5,252,457.992   494,286.851   MT  0.99960040   -0 03 20.8
 SF0717
 SF0717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0717!SPC ME E     -   0.99997502  x   0.99992318  =   0.99989820
 SF0717!UTM  19      -   0.99997502  x   0.99960040  =   0.99957543
 SF0717
 SF0717|---------------------------------------------------------------------|
 SF0717| PID    Reference Object                     Distance      Geod. Az  |
 SF0717|                                                           dddmmss.s |
 SF0717| SF0716 C211 IBC                            386.448 METERS 05433     |
 SF0717| SF0715 REF MON S152 IBC                    377.855 METERS 07836     |
 SF0717| SF0719 S226 IBC                            190.330 METERS 24117     |
 SF0717| SF0720 C213 IBC                            272.176 METERS 29312     |
 SF0717| SF0718 REF MON C160 IBC                    242.518 METERS 33541     |
 SF0717|---------------------------------------------------------------------|
 SF0717
 SF0717                          SUPERSEDED SURVEY CONTROL
 SF0717
 SF0717  NAD 83(1992)-  47 25 31.94492(N)    069 04 32.71039(W) AD(       ) 3
 SF0717  NAD 83(1986)-  47 25 31.95130(N)    069 04 32.70884(W) AD(       ) 3
 SF0717  NAD 27      -  47 25 31.87700(N)    069 04 34.59200(W) AD(       ) 3
 SF0717
 SF0717.Superseded values are not recommended for survey control.
 SF0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0717.See file dsdata.txt to determine how the superseded data were derived.
 SF0717
 SF0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9428752458(NAD 83)
 SF0717_MARKER: Z = SEE DESCRIPTION
 SF0717_SETTING: 0 = UNSPECIFIED SETTING
 SF0717_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0717
 SF0717  HISTORY     - Date     Condition        Report By
 SF0717  HISTORY     - 1911     MONUMENTED       IBC
 SF0717  HISTORY     - 1962     GOOD             IBC
 SF0717
 SF0717                          STATION DESCRIPTION
 SF0717
 SF0717'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0717'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0717'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0717'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0717'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0717'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0717'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0717'THE POST.
 SF0717
 SF0717                          STATION RECOVERY (1962)
 SF0717
 SF0717'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0717'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0723 ***********************************************************************
 SF0723  DESIGNATION -  REF MON S154 IBC
 SF0723  PID         -  SF0723
 SF0723  STATE/COUNTY-  ME/AROOSTOOK
 SF0723  USGS QUAD   -  LANDRY (1986)
 SF0723
 SF0723                         *CURRENT SURVEY CONTROL
 SF0723  ___________________________________________________________________
 SF0723* NAD 83(1996)-  47 25 28.04920(N)    069 05 13.20956(W)     ADJUSTED  
 SF0723* NAVD 88     -       190.     (meters)     623.     (feet)  SCALED    
 SF0723  ___________________________________________________________________
 SF0723  LAPLACE CORR-           3.51  (seconds)                    DEFLEC99
 SF0723  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 SF0723
 SF0723  HORZ ORDER  -  THIRD
 SF0723
 SF0723.The horizontal coordinates were established by classical geodetic methods
 SF0723.and adjusted by the National Geodetic Survey in March 1998..
 SF0723
 SF0723.The orthometric height was scaled from a topographic map.
 SF0723
 SF0723.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0723
 SF0723.The geoid height was determined by GEOID03.
 SF0723
 SF0723;                    North         East     Units Scale Factor Converg.
 SF0723;SPC ME E     -   417,775.383   255,714.218   MT  0.99992409   -0 25 56.2
 SF0723;UTM  19      - 5,252,338.025   493,438.139   MT  0.99960053   -0 03 50.6
 SF0723
 SF0723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0723!SPC ME E     -   0.99997424  x   0.99992409  =   0.99989833
 SF0723!UTM  19      -   0.99997424  x   0.99960053  =   0.99957478
 SF0723
 SF0723                          SUPERSEDED SURVEY CONTROL
 SF0723
 SF0723  NAD 83(1992)-  47 25 28.02975(N)    069 05 13.21452(W) AD(       ) 3
 SF0723  NAD 83(1986)-  47 25 28.03615(N)    069 05 13.21285(W) AD(       ) 3
 SF0723  NAD 27      -  47 25 27.96300(N)    069 05 15.09700(W) AD(       ) 3
 SF0723
 SF0723.Superseded values are not recommended for survey control.
 SF0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0723.See file dsdata.txt to determine how the superseded data were derived.
 SF0723
 SF0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9343852338(NAD 83)
 SF0723_MARKER: Z = SEE DESCRIPTION
 SF0723_SETTING: 0 = UNSPECIFIED SETTING
 SF0723_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0723
 SF0723  HISTORY     - Date     Condition        Report By
 SF0723  HISTORY     - 1911     MONUMENTED       IBC
 SF0723  HISTORY     - 1962     GOOD             IBC
 SF0723
 SF0723                          STATION DESCRIPTION
 SF0723
 SF0723'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0723'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0723'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0723'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0723'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0723'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0723'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0723'THE POST.
 SF0723
 SF0723                          STATION RECOVERY (1962)
 SF0723
 SF0723'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0723'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0735 ***********************************************************************
 SF0735  DESIGNATION -  REF MON S155 A IBC
 SF0735  PID         -  SF0735
 SF0735  STATE/COUNTY-  ME/AROOSTOOK
 SF0735  USGS QUAD   -  LANDRY (1986)
 SF0735
 SF0735                         *CURRENT SURVEY CONTROL
 SF0735  ___________________________________________________________________
 SF0735* NAD 83(1996)-  47 25 34.33081(N)    069 05 52.87125(W)     ADJUSTED  
 SF0735* NAVD 88     -       198.     (meters)     650.     (feet)  SCALED    
 SF0735  ___________________________________________________________________
 SF0735  LAPLACE CORR-           3.56  (seconds)                    DEFLEC99
 SF0735  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 SF0735
 SF0735  HORZ ORDER  -  THIRD
 SF0735
 SF0735.The horizontal coordinates were established by classical geodetic methods
 SF0735.and adjusted by the National Geodetic Survey in March 1998..
 SF0735
 SF0735.The orthometric height was scaled from a topographic map.
 SF0735
 SF0735.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0735
 SF0735.The geoid height was determined by GEOID03.
 SF0735
 SF0735;                    North         East     Units Scale Factor Converg.
 SF0735;SPC ME E     -   417,975.688   254,884.535   MT  0.99992501   -0 26 25.4
 SF0735;UTM  19      - 5,252,532.931   492,607.455   MT  0.99960067   -0 04 19.9
 SF0735
 SF0735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0735!SPC ME E     -   0.99997299  x   0.99992501  =   0.99989800
 SF0735!UTM  19      -   0.99997299  x   0.99960067  =   0.99957367
 SF0735
 SF0735                          SUPERSEDED SURVEY CONTROL
 SF0735
 SF0735  NAD 83(1992)-  47 25 34.31072(N)    069 05 52.87593(W) AD(       ) 4
 SF0735  NAD 83(1986)-  47 25 34.31691(N)    069 05 52.87384(W) AD(       ) 4
 SF0735  NAD 27      -  47 25 34.24600(N)    069 05 54.75400(W) AD(       ) 3
 SF0735
 SF0735.Superseded values are not recommended for survey control.
 SF0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0735.See file dsdata.txt to determine how the superseded data were derived.
 SF0735
 SF0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9260752533(NAD 83)
 SF0735_MARKER: U = CONCRETE POST
 SF0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF0735_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF0735+STABILITY: SURFACE MOTION
 SF0735
 SF0735  HISTORY     - Date     Condition        Report By
 SF0735  HISTORY     - 1950     MONUMENTED       IBC
 SF0735
 SF0735                          STATION DESCRIPTION
 SF0735
 SF0735'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1950 (NWS)
 SF0735'ABOUT 3/4 MILES UPSTREAM FROM KELLY RAPID.  ABOUT 43 METERS SOUTH
 SF0735'OF THE SITE OF REFERENCE MONUMENT S-155 (1911) WHICH COULD NOT BE
 SF0735'FOUND.  THE GEOGRAPHIC POSITION WAS OBTAINED FROM A QUADRILATERAL
 SF0735'BASED ON THE LINE BETWEEN REFERENCE MONUMENT 162 AND TRIANGULATION
 SF0735'STATION---DAVE---, WITH THE REFERENCE MONUMENT AND A MILL STACK AS
 SF0735'THE OTHER MEMBERS OF THE QUADRILATERAL.
 SF0735'
 SF0735'MONUMENT TYPE--THE SAME C-151-A (1950).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0733 ***********************************************************************
 SF0733  DESIGNATION -  REF MON S155 IBC
 SF0733  PID         -  SF0733
 SF0733  STATE/COUNTY-  ME/AROOSTOOK
 SF0733  USGS QUAD   -  LANDRY (1986)
 SF0733
 SF0733                         *CURRENT SURVEY CONTROL
 SF0733  ___________________________________________________________________
 SF0733* NAD 83(1996)-  47 25 35.69707(N)    069 05 52.62147(W)     ADJUSTED  
 SF0733* NAVD 88     -       198.     (meters)     650.     (feet)  SCALED    
 SF0733  ___________________________________________________________________
 SF0733  LAPLACE CORR-           3.57  (seconds)                    DEFLEC99
 SF0733  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 SF0733
 SF0733  HORZ ORDER  -  THIRD
 SF0733
 SF0733.The horizontal coordinates were established by classical geodetic methods
 SF0733.and adjusted by the National Geodetic Survey in March 1998..
 SF0733
 SF0733.The orthometric height was scaled from a topographic map.
 SF0733
 SF0733.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0733
 SF0733.The geoid height was determined by GEOID03.
 SF0733
 SF0733;                    North         East     Units Scale Factor Converg.
 SF0733;SPC ME E     -   418,017.837   254,890.094   MT  0.99992500   -0 26 25.2
 SF0733;UTM  19      - 5,252,575.102   492,612.741   MT  0.99960067   -0 04 19.7
 SF0733
 SF0733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0733!SPC ME E     -   0.99997299  x   0.99992500  =   0.99989799
 SF0733!UTM  19      -   0.99997299  x   0.99960067  =   0.99957367
 SF0733
 SF0733                          SUPERSEDED SURVEY CONTROL
 SF0733
 SF0733  NAD 83(1992)-  47 25 35.67706(N)    069 05 52.62578(W) AD(       ) 3
 SF0733  NAD 83(1986)-  47 25 35.68341(N)    069 05 52.62373(W) AD(       ) 3
 SF0733  NAD 27      -  47 25 35.61300(N)    069 05 54.50600(W) AD(       ) 3
 SF0733
 SF0733.Superseded values are not recommended for survey control.
 SF0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0733.See file dsdata.txt to determine how the superseded data were derived.
 SF0733
 SF0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9261352575(NAD 83)
 SF0733_MARKER: Z = SEE DESCRIPTION
 SF0733_SETTING: 0 = UNSPECIFIED SETTING
 SF0733_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0733
 SF0733  HISTORY     - Date     Condition        Report By
 SF0733  HISTORY     - 1911     MONUMENTED       IBC
 SF0733  HISTORY     - 1962     GOOD             IBC
 SF0733
 SF0733                          STATION DESCRIPTION
 SF0733
 SF0733'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0733'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0733'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0733'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0733'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0733'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0733'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0733'THE POST.
 SF0733
 SF0733                          STATION RECOVERY (1962)
 SF0733
 SF0733'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0733'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0743 ***********************************************************************
 SF0743  DESIGNATION -  REF MON S156 IBC
 SF0743  PID         -  SF0743
 SF0743  STATE/COUNTY-  ME/AROOSTOOK
 SF0743  USGS QUAD   -  LANDRY (1986)
 SF0743
 SF0743                         *CURRENT SURVEY CONTROL
 SF0743  ___________________________________________________________________
 SF0743* NAD 83(1996)-  47 25 38.49924(N)    069 06 29.00582(W)     ADJUSTED  
 SF0743* NAVD 88     -       198.     (meters)     650.     (feet)  SCALED    
 SF0743  ___________________________________________________________________
 SF0743  LAPLACE CORR-           3.52  (seconds)                    DEFLEC99
 SF0743  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 SF0743
 SF0743  HORZ ORDER  -  THIRD
 SF0743
 SF0743.The horizontal coordinates were established by classical geodetic methods
 SF0743.and adjusted by the National Geodetic Survey in March 1998..
 SF0743
 SF0743.The orthometric height was scaled from a topographic map.
 SF0743
 SF0743.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0743
 SF0743.The geoid height was determined by GEOID03.
 SF0743
 SF0743;                    North         East     Units Scale Factor Converg.
 SF0743;SPC ME E     -   418,110.278   254,128.309   MT  0.99992585   -0 26 52.1
 SF0743;UTM  19      - 5,252,662.616   491,850.626   MT  0.99960082   -0 04 46.5
 SF0743
 SF0743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0743!SPC ME E     -   0.99997299  x   0.99992585  =   0.99989884
 SF0743!UTM  19      -   0.99997299  x   0.99960082  =   0.99957382
 SF0743
 SF0743                          SUPERSEDED SURVEY CONTROL
 SF0743
 SF0743  NAD 83(1992)-  47 25 38.47878(N)    069 06 29.00923(W) AD(       ) 3
 SF0743  NAD 83(1986)-  47 25 38.48511(N)    069 06 29.00702(W) AD(       ) 3
 SF0743  NAD 27      -  47 25 38.41500(N)    069 06 30.88500(W) AD(       ) 3
 SF0743
 SF0743.Superseded values are not recommended for survey control.
 SF0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0743.See file dsdata.txt to determine how the superseded data were derived.
 SF0743
 SF0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9185152663(NAD 83)
 SF0743_MARKER: Z = SEE DESCRIPTION
 SF0743_SETTING: 0 = UNSPECIFIED SETTING
 SF0743_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0743
 SF0743  HISTORY     - Date     Condition        Report By
 SF0743  HISTORY     - 1911     MONUMENTED       IBC
 SF0743  HISTORY     - 1939     POOR             IBC
 SF0743
 SF0743                          STATION DESCRIPTION
 SF0743
 SF0743'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0743'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0743'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0743'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0743'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0743'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0743'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0743'THE POST.
 SF0743
 SF0743                          STATION RECOVERY (1939)
 SF0743
 SF0743'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1939 (DFC)
 SF0743'FOUND WITH THE NUMBER---6---GONE FROM THE CONCRETE BASE.  REPAIRS
 SF0743'CONSISTED OF RENUMBERING THE BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0747 ***********************************************************************
 SF0747  DESIGNATION -  REF MON S157 IBC
 SF0747  PID         -  SF0747
 SF0747  STATE/COUNTY-  ME/AROOSTOOK
 SF0747  USGS QUAD   -  LANDRY (1986)
 SF0747
 SF0747                         *CURRENT SURVEY CONTROL
 SF0747  ___________________________________________________________________
 SF0747* NAD 83(1996)-  47 26 08.06063(N)    069 06 44.50856(W)     ADJUSTED  
 SF0747* NAVD 88     -       198.     (meters)     650.     (feet)  SCALED    
 SF0747  ___________________________________________________________________
 SF0747  LAPLACE CORR-           3.55  (seconds)                    DEFLEC99
 SF0747  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 SF0747
 SF0747  HORZ ORDER  -  THIRD
 SF0747
 SF0747.The horizontal coordinates were established by classical geodetic methods
 SF0747.and adjusted by the National Geodetic Survey in March 1998..
 SF0747
 SF0747.The orthometric height was scaled from a topographic map.
 SF0747
 SF0747.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0747
 SF0747.The geoid height was determined by GEOID03.
 SF0747
 SF0747;                    North         East     Units Scale Factor Converg.
 SF0747;SPC ME E     -   419,025.678   253,810.628   MT  0.99992621   -0 27 03.7
 SF0747;UTM  19      - 5,253,575.659   491,527.173   MT  0.99960088   -0 04 57.9
 SF0747
 SF0747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0747!SPC ME E     -   0.99997299  x   0.99992621  =   0.99989920
 SF0747!UTM  19      -   0.99997299  x   0.99960088  =   0.99957388
 SF0747
 SF0747|---------------------------------------------------------------------|
 SF0747| PID    Reference Object                     Distance      Geod. Az  |
 SF0747|                                                           dddmmss.s |
 SF0747| SF0746 REF MON C164 IBC                    285.454 METERS 05646     |
 SF0747| SF0745 S238 IBC                            424.329 METERS 1355208.3 |
 SF0747| SF0749 S240 IBC                            300.591 METERS 33202     |
 SF0747| SF0748 C225 IBC                            417.377 METERS 3503829.1 |
 SF0747|---------------------------------------------------------------------|
 SF0747
 SF0747                          SUPERSEDED SURVEY CONTROL
 SF0747
 SF0747  NAD 83(1992)-  47 26 08.03898(N)    069 06 44.51218(W) AD(       ) 3
 SF0747  NAD 83(1986)-  47 26 08.04533(N)    069 06 44.50996(W) AD(       ) 3
 SF0747  NAD 27      -  47 26 07.97200(N)    069 06 46.38500(W) AD(       ) 3
 SF0747
 SF0747.Superseded values are not recommended for survey control.
 SF0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0747.See file dsdata.txt to determine how the superseded data were derived.
 SF0747
 SF0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9152753576(NAD 83)
 SF0747_MARKER: Z = SEE DESCRIPTION
 SF0747_SETTING: 0 = UNSPECIFIED SETTING
 SF0747_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0747
 SF0747  HISTORY     - Date     Condition        Report By
 SF0747  HISTORY     - 1911     MONUMENTED       IBC
 SF0747  HISTORY     - 1962     MARK NOT FOUND   IBC
 SF0747
 SF0747                          STATION DESCRIPTION
 SF0747
 SF0747'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0747'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0747'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0747'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0747'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0747'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0747'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0747'THE POST.
 SF0747
 SF0747                          STATION RECOVERY (1962)
 SF0747
 SF0747'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0747'STATION LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0873 ***********************************************************************
 SF0873  DESIGNATION -  REF MON S158 IBC
 SF0873  PID         -  SF0873
 SF0873  STATE/COUNTY-  ME/AROOSTOOK
 SF0873  USGS QUAD   -  ESTCOURT (1987)
 SF0873
 SF0873                         *CURRENT SURVEY CONTROL
 SF0873  ___________________________________________________________________
 SF0873* NAD 83(1996)-  47 26 26.29835(N)    069 07 28.91246(W)     ADJUSTED  
 SF0873* NAVD 88     -       198.     (meters)     650.     (feet)  SCALED    
 SF0873  ___________________________________________________________________
 SF0873  LAPLACE CORR-           3.62  (seconds)                    DEFLEC99
 SF0873  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 SF0873
 SF0873  HORZ ORDER  -  THIRD
 SF0873
 SF0873.The horizontal coordinates were established by classical geodetic methods
 SF0873.and adjusted by the National Geodetic Survey in March 1998..
 SF0873
 SF0873.The orthometric height was scaled from a topographic map.
 SF0873
 SF0873.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0873
 SF0873.The geoid height was determined by GEOID03.
 SF0873
 SF0873;                    North         East     Units Scale Factor Converg.
 SF0873;SPC ME E     -   419,596.255   252,884.794   MT  0.99992727   -0 27 36.5
 SF0873;UTM  19      - 5,254,140.089   490,597.993   MT  0.99960109   -0 05 30.7
 SF0873
 SF0873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0873!SPC ME E     -   0.99997299  x   0.99992727  =   0.99990027
 SF0873!UTM  19      -   0.99997299  x   0.99960109  =   0.99957409
 SF0873
 SF0873                          SUPERSEDED SURVEY CONTROL
 SF0873
 SF0873  NAD 83(1992)-  47 26 26.27536(N)    069 07 28.91487(W) AD(       ) 3
 SF0873  NAD 83(1986)-  47 26 26.28183(N)    069 07 28.91285(W) AD(       ) 3
 SF0873  NAD 27      -  47 26 26.20600(N)    069 07 30.77900(W) AD(       ) 3
 SF0873
 SF0873.Superseded values are not recommended for survey control.
 SF0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0873.See file dsdata.txt to determine how the superseded data were derived.
 SF0873
 SF0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9059854140(NAD 83)
 SF0873_MARKER: Z = SEE DESCRIPTION
 SF0873_SETTING: 0 = UNSPECIFIED SETTING
 SF0873_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0873
 SF0873  HISTORY     - Date     Condition        Report By
 SF0873  HISTORY     - 1911     MONUMENTED       IBC
 SF0873  HISTORY     - 1962     MARK NOT FOUND   IBC
 SF0873
 SF0873                          STATION DESCRIPTION
 SF0873
 SF0873'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0873'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0873'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0873'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0873'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0873'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0873'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0873'THE POST.
 SF0873
 SF0873                          STATION RECOVERY (1962)
 SF0873
 SF0873'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0873'STATION SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0900 ***********************************************************************
 SF0900  DESIGNATION -  REF MON S159 A IBC
 SF0900  PID         -  SF0900
 SF0900  STATE/COUNTY-  ME/AROOSTOOK
 SF0900  USGS QUAD   -  ESTCOURT (1987)
 SF0900
 SF0900                         *CURRENT SURVEY CONTROL
 SF0900  ___________________________________________________________________
 SF0900* NAD 83(1996)-  47 26 37.58290(N)    069 08 28.51233(W)     ADJUSTED  
 SF0900* NAVD 88     -       205.     (meters)     673.     (feet)  SCALED    
 SF0900  ___________________________________________________________________
 SF0900  LAPLACE CORR-           3.97  (seconds)                    DEFLEC99
 SF0900  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 SF0900
 SF0900  HORZ ORDER  -  THIRD
 SF0900
 SF0900.The horizontal coordinates were established by classical geodetic methods
 SF0900.and adjusted by the National Geodetic Survey in March 1998..
 SF0900
 SF0900.The orthometric height was scaled from a topographic map.
 SF0900
 SF0900.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0900
 SF0900.The geoid height was determined by GEOID03.
 SF0900
 SF0900;                    North         East     Units Scale Factor Converg.
 SF0900;SPC ME E     -   419,954.882   251,639.040   MT  0.99992873   -0 28 20.5
 SF0900;UTM  19      - 5,254,490.586   489,350.368   MT  0.99960139   -0 06 14.6
 SF0900
 SF0900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0900!SPC ME E     -   0.99997190  x   0.99992873  =   0.99990063
 SF0900!UTM  19      -   0.99997190  x   0.99960139  =   0.99957330
 SF0900
 SF0900:                Primary Azimuth Mark                     Grid Az
 SF0900:SPC ME E     -  POINT C IBC                              002 50 08.7
 SF0900:UTM  19      -  POINT C IBC                              002 28 02.8
 SF0900
 SF0900|---------------------------------------------------------------------|
 SF0900| PID    Reference Object                     Distance      Geod. Az  |
 SF0900|                                                           dddmmss.s |
 SF0900| SF0898 POINT C IBC                         496.541 METERS 0022148.2 |
 SF0900| SF0906 POINT B IBC                         APPROX. 0.6 KM 3401947.6 |
 SF0900|---------------------------------------------------------------------|
 SF0900
 SF0900                          SUPERSEDED SURVEY CONTROL
 SF0900
 SF0900  NAD 83(1992)-  47 26 37.55847(N)    069 08 28.51290(W) AD(       ) 3
 SF0900  NAD 83(1986)-  47 26 37.56517(N)    069 08 28.51130(W) AD(       ) 3
 SF0900  NAD 27      -  47 26 37.48700(N)    069 08 30.36100(W) AD(       ) 3
 SF0900
 SF0900.Superseded values are not recommended for survey control.
 SF0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0900.See file dsdata.txt to determine how the superseded data were derived.
 SF0900
 SF0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN8935054491(NAD 83)
 SF0900_MARKER: Z = SEE DESCRIPTION
 SF0900_SETTING: 0 = UNSPECIFIED SETTING
 SF0900_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0900
 SF0900  HISTORY     - Date     Condition        Report By
 SF0900  HISTORY     - 1939     MONUMENTED       IBC
 SF0900  HISTORY     - 1962     GOOD             IBC
 SF0900
 SF0900                          STATION DESCRIPTION
 SF0900
 SF0900'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1939 (DFC)
 SF0900'ERECTED TO TAKE THE PLACE OF REFERENCE MONUMENT S-159, WHICH WAS
 SF0900'ABOUT TO FALL INTO THE RIVER AS THE RESULT OF EROSION OF THE BANK.
 SF0900'THE NEW MONUMENT IS OF THE SAME SIZE AND TYPE AS THE ONE WHICH IT
 SF0900'REPLACES, BUT ITS BASE IS MARKED---1939---AND---U.S. NO. 159-A---.
 SF0900'IT IS 13.0 METERS SOUTH SOUTHWEST OF THE FORMER SITE OF REFERENCE
 SF0900'MONUMENT S-159, WHICH HAS BEEN BROKEN UP AND THROWN INTO THE RIVER.
 SF0900'
 SF0900'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0900'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0900'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0900'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0900'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0900'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0900'THE POST.
 SF0900
 SF0900                          STATION RECOVERY (1962)
 SF0900
 SF0900'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0900'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0899 ***********************************************************************
 SF0899  DESIGNATION -  REF MON S159 IBC
 SF0899  PID         -  SF0899
 SF0899  STATE/COUNTY-  ME/AROOSTOOK
 SF0899  USGS QUAD   -  ESTCOURT (1987)
 SF0899
 SF0899                         *CURRENT SURVEY CONTROL
 SF0899  ___________________________________________________________________
 SF0899* NAD 83(1996)-  47 26 37.99180(N)    069 08 28.36680(W)     ADJUSTED  
 SF0899* NAVD 88     -       205.     (meters)     673.     (feet)  SCALED    
 SF0899  ___________________________________________________________________
 SF0899  LAPLACE CORR-           3.97  (seconds)                    DEFLEC99
 SF0899  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 SF0899
 SF0899  HORZ ORDER  -  THIRD
 SF0899
 SF0899.The horizontal coordinates were established by classical geodetic methods
 SF0899.and adjusted by the National Geodetic Survey in March 1998..
 SF0899
 SF0899.The orthometric height was scaled from a topographic map.
 SF0899
 SF0899.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0899
 SF0899.The geoid height was determined by GEOID03.
 SF0899
 SF0899;                    North         East     Units Scale Factor Converg.
 SF0899;SPC ME E     -   419,967.484   251,642.193   MT  0.99992873   -0 28 20.4
 SF0899;UTM  19      - 5,254,503.204   489,353.439   MT  0.99960139   -0 06 14.5
 SF0899
 SF0899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0899!SPC ME E     -   0.99997190  x   0.99992873  =   0.99990063
 SF0899!UTM  19      -   0.99997190  x   0.99960139  =   0.99957330
 SF0899
 SF0899:                Primary Azimuth Mark                     Grid Az
 SF0899:SPC ME E     -  POINT C IBC                              002 32 12.0
 SF0899:UTM  19      -  POINT C IBC                              002 10 06.1
 SF0899
 SF0899|---------------------------------------------------------------------|
 SF0899| PID    Reference Object                     Distance      Geod. Az  |
 SF0899|                                                           dddmmss.s |
 SF0899| SF0898 POINT C IBC                         483.804 METERS 0020351.6 |
 SF0899| SF0900 REF MON S159 A IBC                   12.991 METERS 19334     |
 SF0899| SF0914 REF MON S160 IBC                    APPROX. 0.8 KM 3114519.2 |
 SF0899|---------------------------------------------------------------------|
 SF0899
 SF0899                          SUPERSEDED SURVEY CONTROL
 SF0899
 SF0899  NAD 83(1992)-  47 26 37.96736(N)    069 08 28.36739(W) AD(       ) 3
 SF0899  NAD 83(1986)-  47 26 37.97406(N)    069 08 28.36579(W) AD(       ) 3
 SF0899  NAD 27      -  47 26 37.89600(N)    069 08 30.21600(W) AD(       ) 3
 SF0899
 SF0899.Superseded values are not recommended for survey control.
 SF0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0899.See file dsdata.txt to determine how the superseded data were derived.
 SF0899
 SF0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN8935354503(NAD 83)
 SF0899_MARKER: Z = SEE DESCRIPTION
 SF0899_SETTING: 0 = UNSPECIFIED SETTING
 SF0899_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0899
 SF0899  HISTORY     - Date     Condition        Report By
 SF0899  HISTORY     - 1911     MONUMENTED       IBC
 SF0899  HISTORY     - 1962     MARK NOT FOUND   IBC
 SF0899
 SF0899                          STATION DESCRIPTION
 SF0899
 SF0899'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0899'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0899'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0899'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0899'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0899'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0899'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0899'THE POST.
 SF0899
 SF0899                          STATION RECOVERY (1962)
 SF0899
 SF0899'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0899'STATION LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0916 ***********************************************************************
 SF0916  DESIGNATION -  REF MON S160 A IBC
 SF0916  PID         -  SF0916
 SF0916  STATE/COUNTY-  ME/AROOSTOOK
 SF0916  USGS QUAD   -  ESTCOURT (1987)
 SF0916
 SF0916                         *CURRENT SURVEY CONTROL
 SF0916  ___________________________________________________________________
 SF0916* NAD 83(1996)-  47 26 53.61804(N)    069 08 55.73705(W)     ADJUSTED  
 SF0916* NAVD 88     -       205.     (meters)     673.     (feet)  SCALED    
 SF0916  ___________________________________________________________________
 SF0916  LAPLACE CORR-           4.11  (seconds)                    DEFLEC99
 SF0916  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 SF0916
 SF0916  HORZ ORDER  -  THIRD
 SF0916
 SF0916.The horizontal coordinates were established by classical geodetic methods
 SF0916.and adjusted by the National Geodetic Survey in March 1998..
 SF0916
 SF0916.The orthometric height was scaled from a topographic map.
 SF0916
 SF0916.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0916
 SF0916.The geoid height was determined by GEOID03.
 SF0916
 SF0916;                    North         East     Units Scale Factor Converg.
 SF0916;SPC ME E     -   420,454.776   251,072.843   MT  0.99992941   -0 28 40.7
 SF0916;UTM  19      - 5,254,986.668   488,781.156   MT  0.99960155   -0 06 34.7
 SF0916
 SF0916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0916!SPC ME E     -   0.99997190  x   0.99992941  =   0.99990131
 SF0916!UTM  19      -   0.99997190  x   0.99960155  =   0.99957346
 SF0916
 SF0916                          SUPERSEDED SURVEY CONTROL
 SF0916
 SF0916  NAD 83(1992)-  47 26 53.59262(N)    069 08 55.73731(W) AD(       ) 3
 SF0916  NAD 83(1986)-  47 26 53.59946(N)    069 08 55.73573(W) AD(       ) 3
 SF0916  NAD 27      -  47 26 53.51700(N)    069 08 57.58400(W) AD(       ) 3
 SF0916
 SF0916.Superseded values are not recommended for survey control.
 SF0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0916.See file dsdata.txt to determine how the superseded data were derived.
 SF0916
 SF0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN8878154987(NAD 83)
 SF0916_MARKER: Z = SEE DESCRIPTION
 SF0916_SETTING: 0 = UNSPECIFIED SETTING
 SF0916_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0916
 SF0916  HISTORY     - Date     Condition        Report By
 SF0916  HISTORY     - 1939     MONUMENTED       IBC
 SF0916
 SF0916                          STATION DESCRIPTION
 SF0916
 SF0916'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1939 (DFC)
 SF0916'ERECTED TO TAKE THE PLACE OF REFERENCE MONUMENT S-160, WHICH WAS
 SF0916'ABOUT TO FALL INTO THE RIVER AS THE RESULT OF EROSION OF THE RIVER
 SF0916'BANK.  THE NEW MONUMENT IS OF THE SAME SIZE AND TYPE AS THE ONE
 SF0916'WHICH IT REPLACES, BUT ITS BASE IS MARKED---1939---AND---U.S. NO.
 SF0916'160-A---.  IT IS 22.5 METERS SOUTH SOUTHWEST OF THE FORMER SITE OF
 SF0916'REFERENCE MONUMENT S-160, WHICH HAS BEEN BROKEN UP AND THROWN INTO
 SF0916'THE RIVER.
 SF0916'
 SF0916'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0916'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0916'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0916'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0916'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0916'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0916'THE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0914 ***********************************************************************
 SF0914  DESIGNATION -  REF MON S160 IBC
 SF0914  PID         -  SF0914
 SF0914  STATE/COUNTY-  ME/AROOSTOOK
 SF0914  USGS QUAD   -  ESTCOURT (1987)
 SF0914
 SF0914                         *CURRENT SURVEY CONTROL
 SF0914  ___________________________________________________________________
 SF0914* NAD 83(1996)-  47 26 54.26358(N)    069 08 55.23916(W)     ADJUSTED  
 SF0914* NAVD 88     -       205.     (meters)     673.     (feet)  SCALED    
 SF0914  ___________________________________________________________________
 SF0914  LAPLACE CORR-           4.11  (seconds)                    DEFLEC99
 SF0914  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 SF0914
 SF0914  HORZ ORDER  -  THIRD
 SF0914
 SF0914.The horizontal coordinates were established by classical geodetic methods
 SF0914.and adjusted by the National Geodetic Survey in March 1998..
 SF0914
 SF0914.The orthometric height was scaled from a topographic map.
 SF0914
 SF0914.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0914
 SF0914.The geoid height was determined by GEOID03.
 SF0914
 SF0914;                    North         East     Units Scale Factor Converg.
 SF0914;SPC ME E     -   420,474.623   251,083.439   MT  0.99992940   -0 28 40.3
 SF0914;UTM  19      - 5,255,006.576   488,791.620   MT  0.99960154   -0 06 34.3
 SF0914
 SF0914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0914!SPC ME E     -   0.99997190  x   0.99992940  =   0.99990130
 SF0914!UTM  19      -   0.99997190  x   0.99960154  =   0.99957345
 SF0914
 SF0914|---------------------------------------------------------------------|
 SF0914| PID    Reference Object                     Distance      Geod. Az  |
 SF0914|                                                           dddmmss.s |
 SF0914| SF0906 POINT B IBC                         355.197 METERS 07522     |
 SF0914| SF0916 REF MON S160 A IBC                   22.500 METERS 20737     |
 SF0914| SF0926 REF MON C169 IBC                    APPROX. 0.6 KM 3035306.3 |
 SF0914|---------------------------------------------------------------------|
 SF0914
 SF0914                          SUPERSEDED SURVEY CONTROL
 SF0914
 SF0914  NAD 83(1992)-  47 26 54.23816(N)    069 08 55.23945(W) AD(       ) 3
 SF0914  NAD 83(1986)-  47 26 54.24500(N)    069 08 55.23787(W) AD(       ) 3
 SF0914  NAD 27      -  47 26 54.16300(N)    069 08 57.08600(W) AD(       ) 3
 SF0914
 SF0914.Superseded values are not recommended for survey control.
 SF0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0914.See file dsdata.txt to determine how the superseded data were derived.
 SF0914
 SF0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN8879255007(NAD 83)
 SF0914_MARKER: Z = SEE DESCRIPTION
 SF0914_SETTING: 0 = UNSPECIFIED SETTING
 SF0914_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0914
 SF0914  HISTORY     - Date     Condition        Report By
 SF0914  HISTORY     - 1911     MONUMENTED       IBC
 SF0914  HISTORY     - 1962     MARK NOT FOUND   IBC
 SF0914
 SF0914                          STATION DESCRIPTION
 SF0914
 SF0914'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0914'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0914'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0914'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0914'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0914'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0914'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0914'THE POST.
 SF0914
 SF0914                          STATION RECOVERY (1962)
 SF0914
 SF0914'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0914'STATION LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0935 ***********************************************************************
 SF0935  DESIGNATION -  REF MON S161 A IBC
 SF0935  PID         -  SF0935
 SF0935  STATE/COUNTY-  ME/AROOSTOOK
 SF0935  USGS QUAD   -  ESTCOURT (1987)
 SF0935
 SF0935                         *CURRENT SURVEY CONTROL
 SF0935  ___________________________________________________________________
 SF0935* NAD 83(1996)-  47 26 52.68848(N)    069 09 30.65560(W)     ADJUSTED  
 SF0935* NAVD 88     -       213.     (meters)     699.     (feet)  SCALED    
 SF0935  ___________________________________________________________________
 SF0935  LAPLACE CORR-           3.82  (seconds)                    DEFLEC99
 SF0935  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 SF0935
 SF0935  HORZ ORDER  -  THIRD
 SF0935
 SF0935.The horizontal coordinates were established by classical geodetic methods
 SF0935.and adjusted by the National Geodetic Survey in March 1998..
 SF0935
 SF0935.The orthometric height was scaled from a topographic map.
 SF0935
 SF0935.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0935
 SF0935.The geoid height was determined by GEOID03.
 SF0935
 SF0935;                    North         East     Units Scale Factor Converg.
 SF0935;SPC ME E     -   420,432.219   250,341.157   MT  0.99993030   -0 29 06.4
 SF0935;UTM  19      - 5,254,959.416   488,049.869   MT  0.99960175   -0 07 00.4
 SF0935
 SF0935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0935!SPC ME E     -   0.99997065  x   0.99993030  =   0.99990095
 SF0935!UTM  19      -   0.99997065  x   0.99960175  =   0.99957241
 SF0935
 SF0935:                Primary Azimuth Mark                     Grid Az
 SF0935:SPC ME E     -  REF MON C169 IBC                         028 01 38.0
 SF0935:UTM  19      -  REF MON C169 IBC                         027 39 32.0
 SF0935
 SF0935|---------------------------------------------------------------------|
 SF0935| PID    Reference Object                     Distance      Geod. Az  |
 SF0935|                                                           dddmmss.s |
 SF0935| SF0926 REF MON C169 IBC                    456.794 METERS 0273231.6 |
 SF0935| SF0914 REF MON S160 IBC                    APPROX. 0.7 KM 0861443.0 |
 SF0935|---------------------------------------------------------------------|
 SF0935
 SF0935                          SUPERSEDED SURVEY CONTROL
 SF0935
 SF0935  NAD 83(1992)-  47 26 52.66251(N)    069 09 30.65487(W) AD(       ) 3
 SF0935  NAD 83(1986)-  47 26 52.66944(N)    069 09 30.65328(W) AD(       ) 3
 SF0935  NAD 27      -  47 26 52.58800(N)    069 09 32.50100(W) AD(       ) 3
 SF0935
 SF0935.Superseded values are not recommended for survey control.
 SF0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0935.See file dsdata.txt to determine how the superseded data were derived.
 SF0935
 SF0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN8805054959(NAD 83)
 SF0935_MARKER: Z = SEE DESCRIPTION
 SF0935_SETTING: 0 = UNSPECIFIED SETTING
 SF0935_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0935
 SF0935  HISTORY     - Date     Condition        Report By
 SF0935  HISTORY     - 1939     MONUMENTED       IBC
 SF0935  HISTORY     - 1962     GOOD             IBC
 SF0935
 SF0935                          STATION DESCRIPTION
 SF0935
 SF0935'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1939 (DFC)
 SF0935'ERECTED TO TAKE THE PLACE OF REFERENCE MONUMENT S-161, WHICH HAD
 SF0935'BEEN DESTROYED BY THE EROSION OF THE RIVER BANK.  THE NEW MONUMENT
 SF0935'IS OF THE SAME SIZE AND TYPE AS THE ONE WHICH IT REPLACES, BUT ITS
 SF0935'BASE IS MARKED---1939---AND---U.S. NO. 161-A---.  IT IS 34.9 METERS
 SF0935'SOUTHEAST OF THE FORMER SITE OF REFERENCE MONUMENT S-161.
 SF0935'
 SF0935'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0935'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0935'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0935'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0935'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0935'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0935'THE POST.
 SF0935
 SF0935                          STATION RECOVERY (1962)
 SF0935
 SF0935'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0935'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0936 ***********************************************************************
 SF0936  DESIGNATION -  REF MON S161 IBC
 SF0936  PID         -  SF0936
 SF0936  STATE/COUNTY-  ME/AROOSTOOK
 SF0936  USGS QUAD   -  ESTCOURT (1987)
 SF0936
 SF0936                         *CURRENT SURVEY CONTROL
 SF0936  ___________________________________________________________________
 SF0936* NAD 83(1996)-  47 26 53.59963(N)    069 09 31.64110(W)     ADJUSTED  
 SF0936* NAVD 88     -       213.     (meters)     699.     (feet)  SCALED    
 SF0936  ___________________________________________________________________
 SF0936  LAPLACE CORR-           3.82  (seconds)                    DEFLEC99
 SF0936  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 SF0936
 SF0936  HORZ ORDER  -  THIRD
 SF0936
 SF0936.The horizontal coordinates were established by classical geodetic methods
 SF0936.and adjusted by the National Geodetic Survey in March 1998..
 SF0936
 SF0936.The orthometric height was scaled from a topographic map.
 SF0936
 SF0936.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0936
 SF0936.The geoid height was determined by GEOID03.
 SF0936
 SF0936;                    North         East     Units Scale Factor Converg.
 SF0936;SPC ME E     -   420,460.530   250,320.752   MT  0.99993032   -0 29 07.1
 SF0936;UTM  19      - 5,254,987.586   488,029.289   MT  0.99960176   -0 07 01.1
 SF0936
 SF0936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0936!SPC ME E     -   0.99997065  x   0.99993032  =   0.99990097
 SF0936!UTM  19      -   0.99997065  x   0.99960176  =   0.99957242
 SF0936
 SF0936                          SUPERSEDED SURVEY CONTROL
 SF0936
 SF0936  NAD 83(1992)-  47 26 53.57352(N)    069 09 31.64047(W) AD(       ) 3
 SF0936  NAD 83(1986)-  47 26 53.58053(N)    069 09 31.63882(W) AD(       ) 3
 SF0936  NAD 27      -  47 26 53.49900(N)    069 09 33.48500(W) AD(       ) 3
 SF0936
 SF0936.Superseded values are not recommended for survey control.
 SF0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0936.See file dsdata.txt to determine how the superseded data were derived.
 SF0936
 SF0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN8802954988(NAD 83)
 SF0936_MARKER: Z = SEE DESCRIPTION
 SF0936_SETTING: 0 = UNSPECIFIED SETTING
 SF0936_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0936
 SF0936  HISTORY     - Date     Condition        Report By
 SF0936  HISTORY     - 1911     MONUMENTED       IBC
 SF0936  HISTORY     - 1962     MARK NOT FOUND   IBC
 SF0936
 SF0936                          STATION DESCRIPTION
 SF0936
 SF0936'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0936'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0936'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0936'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0936'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0936'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0936'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0936'THE POST.
 SF0936
 SF0936                          STATION RECOVERY (1962)
 SF0936
 SF0936'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0936'STATION LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0946 ***********************************************************************
 SF0946  DESIGNATION -  REF MON S162 IBC
 SF0946  PID         -  SF0946
 SF0946  STATE/COUNTY-  ME/AROOSTOOK
 SF0946  USGS QUAD   -  ESTCOURT (1987)
 SF0946
 SF0946                         *CURRENT SURVEY CONTROL
 SF0946  ___________________________________________________________________
 SF0946* NAD 83(1996)-  47 26 59.55831(N)    069 09 54.92565(W)     ADJUSTED  
 SF0946* NAVD 88     -       213.     (meters)     699.     (feet)  SCALED    
 SF0946  ___________________________________________________________________
 SF0946  LAPLACE CORR-           3.70  (seconds)                    DEFLEC99
 SF0946  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 SF0946
 SF0946  HORZ ORDER  -  THIRD
 SF0946
 SF0946.The horizontal coordinates were established by classical geodetic methods
 SF0946.and adjusted by the National Geodetic Survey in March 1998..
 SF0946
 SF0946.The orthometric height was scaled from a topographic map.
 SF0946
 SF0946.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0946
 SF0946.The geoid height was determined by GEOID03.
 SF0946
 SF0946;                    North         East     Units Scale Factor Converg.
 SF0946;SPC ME E     -   420,648.686   249,834.581   MT  0.99993092   -0 29 24.3
 SF0946;UTM  19      - 5,255,172.551   487,542.080   MT  0.99960191   -0 07 18.3
 SF0946
 SF0946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0946!SPC ME E     -   0.99997065  x   0.99993092  =   0.99990157
 SF0946!UTM  19      -   0.99997065  x   0.99960191  =   0.99957257
 SF0946
 SF0946|---------------------------------------------------------------------|
 SF0946| PID    Reference Object                     Distance      Geod. Az  |
 SF0946|                                                           dddmmss.s |
 SF0946| SF0945 C264 IBC                            194.972 METERS 01736     |
 SF0946| SF0943 C263 IBC                            186.348 METERS 07617     |
 SF0946| SF0941 C262 IBC                            330.984 METERS 12742     |
 SF0946| SF0942 S274 IBC                            362.834 METERS 14616     |
 SF0946| SF0947 S276 IBC                             98.807 METERS 34728     |
 SF0946|---------------------------------------------------------------------|
 SF0946
 SF0946                          SUPERSEDED SURVEY CONTROL
 SF0946
 SF0946  NAD 83(1992)-  47 26 59.53174(N)    069 09 54.92481(W) AD(       ) 3
 SF0946  NAD 83(1986)-  47 26 59.53876(N)    069 09 54.92291(W) AD(       ) 3
 SF0946  NAD 27      -  47 26 59.45700(N)    069 09 56.77000(W) AD(       ) 3
 SF0946
 SF0946.Superseded values are not recommended for survey control.
 SF0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0946.See file dsdata.txt to determine how the superseded data were derived.
 SF0946
 SF0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN8754255173(NAD 83)
 SF0946_MARKER: Z = SEE DESCRIPTION
 SF0946_SETTING: 0 = UNSPECIFIED SETTING
 SF0946_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0946
 SF0946  HISTORY     - Date     Condition        Report By
 SF0946  HISTORY     - 1911     MONUMENTED       IBC
 SF0946  HISTORY     - 1962     GOOD             IBC
 SF0946
 SF0946                          STATION DESCRIPTION
 SF0946
 SF0946'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0946'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0946'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0946'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0946'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0946'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0946'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0946'THE POST.
 SF0946
 SF0946                          STATION RECOVERY (1962)
 SF0946
 SF0946'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0946'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0952 ***********************************************************************
 SF0952  DESIGNATION -  REF MON S163 IBC
 SF0952  PID         -  SF0952
 SF0952  STATE/COUNTY-  ME/AROOSTOOK
 SF0952  USGS QUAD   -  ESTCOURT (1987)
 SF0952
 SF0952                         *CURRENT SURVEY CONTROL
 SF0952  ___________________________________________________________________
 SF0952* NAD 83(1996)-  47 27 08.27936(N)    069 10 06.89564(W)     ADJUSTED  
 SF0952* NAVD 88     -       205.     (meters)     673.     (feet)  SCALED    
 SF0952  ___________________________________________________________________
 SF0952  LAPLACE CORR-           3.69  (seconds)                    DEFLEC99
 SF0952  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 SF0952
 SF0952  HORZ ORDER  -  THIRD
 SF0952
 SF0952.The horizontal coordinates were established by classical geodetic methods
 SF0952.and adjusted by the National Geodetic Survey in March 1998..
 SF0952
 SF0952.The orthometric height was scaled from a topographic map.
 SF0952
 SF0952.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0952
 SF0952.The geoid height was determined by GEOID03.
 SF0952
 SF0952;                    North         East     Units Scale Factor Converg.
 SF0952;SPC ME E     -   420,920.141   249,586.168   MT  0.99993122   -0 29 33.2
 SF0952;UTM  19      - 5,255,442.316   487,292.008   MT  0.99960198   -0 07 27.1
 SF0952
 SF0952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0952!SPC ME E     -   0.99997191  x   0.99993122  =   0.99990313
 SF0952!UTM  19      -   0.99997191  x   0.99960198  =   0.99957390
 SF0952
 SF0952                          SUPERSEDED SURVEY CONTROL
 SF0952
 SF0952  NAD 83(1992)-  47 27 08.25247(N)    069 10 06.89487(W) AD(       ) 3
 SF0952  NAD 83(1986)-  47 27 08.25944(N)    069 10 06.89284(W) AD(       ) 3
 SF0952  NAD 27      -  47 27 08.17800(N)    069 10 08.74100(W) AD(       ) 3
 SF0952
 SF0952.Superseded values are not recommended for survey control.
 SF0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0952.See file dsdata.txt to determine how the superseded data were derived.
 SF0952
 SF0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN8729255442(NAD 83)
 SF0952_MARKER: Z = SEE DESCRIPTION
 SF0952_SETTING: 0 = UNSPECIFIED SETTING
 SF0952_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0952
 SF0952  HISTORY     - Date     Condition        Report By
 SF0952  HISTORY     - 1911     MONUMENTED       IBC
 SF0952  HISTORY     - 1950     POOR             IBC
 SF0952
 SF0952                          STATION DESCRIPTION
 SF0952
 SF0952'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0952'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0952'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0952'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0952'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0952'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0952'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0952'THE POST.
 SF0952
 SF0952                          STATION RECOVERY (1950)
 SF0952
 SF0952'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1950 (NWS)
 SF0952'REPAIRS CONSISTED OF THE REMOVAL OF THE DETERIORATED CONCRETE AND THE
 SF0952'POURING OF FRESH CONCRETE INTO A SUITABLE FORM, CENTERED OVER THE
 SF0952'MONUMENT, OF SUFFICIENT HEIGHT TO GIVE A COVERING OF 2 INCHES OF
 SF0952'CONCRETE OVER THE ENDS OF THE RODS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0976 ***********************************************************************
 SF0976  DESIGNATION -  REF MON S164 IBC
 SF0976  PID         -  SF0976
 SF0976  STATE/COUNTY-  ME/AROOSTOOK
 SF0976  USGS QUAD   -  ESTCOURT (1987)
 SF0976
 SF0976                         *CURRENT SURVEY CONTROL
 SF0976  ___________________________________________________________________
 SF0976* NAD 83(1996)-  47 27 20.51165(N)    069 10 55.39296(W)     ADJUSTED  
 SF0976* NAVD 88     -       198.     (meters)     650.     (feet)  SCALED    
 SF0976  ___________________________________________________________________
 SF0976  LAPLACE CORR-           3.52  (seconds)                    DEFLEC99
 SF0976  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 SF0976
 SF0976  HORZ ORDER  -  THIRD
 SF0976
 SF0976.The horizontal coordinates were established by classical geodetic methods
 SF0976.and adjusted by the National Geodetic Survey in March 1998..
 SF0976
 SF0976.The orthometric height was scaled from a topographic map.
 SF0976
 SF0976.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0976
 SF0976.The geoid height was determined by GEOID03.
 SF0976
 SF0976;                    North         East     Units Scale Factor Converg.
 SF0976;SPC ME E     -   421,306.695   248,573.680   MT  0.99993249   -0 30 09.1
 SF0976;UTM  19      - 5,255,822.227   486,277.391   MT  0.99960231   -0 08 02.9
 SF0976
 SF0976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0976!SPC ME E     -   0.99997301  x   0.99993249  =   0.99990550
 SF0976!UTM  19      -   0.99997301  x   0.99960231  =   0.99957533
 SF0976
 SF0976                          SUPERSEDED SURVEY CONTROL
 SF0976
 SF0976  NAD 83(1992)-  47 27 20.48401(N)    069 10 55.39216(W) AD(       ) 3
 SF0976  NAD 83(1986)-  47 27 20.49098(N)    069 10 55.38983(W) AD(       ) 3
 SF0976  NAD 27      -  47 27 20.40900(N)    069 10 57.24100(W) AD(       ) 3
 SF0976
 SF0976.Superseded values are not recommended for survey control.
 SF0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0976.See file dsdata.txt to determine how the superseded data were derived.
 SF0976
 SF0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN8627755822(NAD 83)
 SF0976_MARKER: Z = SEE DESCRIPTION
 SF0976_SETTING: 0 = UNSPECIFIED SETTING
 SF0976_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0976
 SF0976  HISTORY     - Date     Condition        Report By
 SF0976  HISTORY     - 1911     MONUMENTED       IBC
 SF0976  HISTORY     - 1962     GOOD             IBC
 SF0976
 SF0976                          STATION DESCRIPTION
 SF0976
 SF0976'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0976'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0976'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0976'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0976'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0976'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0976'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0976'THE POST.
 SF0976
 SF0976                          STATION RECOVERY (1962)
 SF0976
 SF0976'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0976'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0990 ***********************************************************************
 SF0990  DESIGNATION -  REF MON S165 IBC
 SF0990  PID         -  SF0990
 SF0990  STATE/COUNTY-  ME/AROOSTOOK
 SF0990  USGS QUAD   -  ESTCOURT (1987)
 SF0990
 SF0990                         *CURRENT SURVEY CONTROL
 SF0990  ___________________________________________________________________
 SF0990* NAD 83(1996)-  47 27 11.43304(N)    069 11 22.21747(W)     ADJUSTED  
 SF0990* NAVD 88     -       198.     (meters)     650.     (feet)  SCALED    
 SF0990  ___________________________________________________________________
 SF0990  LAPLACE CORR-           3.47  (seconds)                    DEFLEC99
 SF0990  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 SF0990
 SF0990  HORZ ORDER  -  THIRD
 SF0990
 SF0990.The horizontal coordinates were established by classical geodetic methods
 SF0990.and adjusted by the National Geodetic Survey in March 1998..
 SF0990
 SF0990.The orthometric height was scaled from a topographic map.
 SF0990
 SF0990.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0990
 SF0990.The geoid height was determined by GEOID03.
 SF0990
 SF0990;                    North         East     Units Scale Factor Converg.
 SF0990;SPC ME E     -   421,031.302   248,009.378   MT  0.99993321   -0 30 28.8
 SF0990;UTM  19      - 5,255,543.304   485,715.057   MT  0.99960251   -0 08 22.6
 SF0990
 SF0990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0990!SPC ME E     -   0.99997301  x   0.99993321  =   0.99990622
 SF0990!UTM  19      -   0.99997301  x   0.99960251  =   0.99957553
 SF0990
 SF0990                          SUPERSEDED SURVEY CONTROL
 SF0990
 SF0990  NAD 83(1992)-  47 27 11.40511(N)    069 11 22.21689(W) AD(       ) 3
 SF0990  NAD 83(1986)-  47 27 11.41215(N)    069 11 22.21445(W) AD(       ) 3
 SF0990  NAD 27      -  47 27 11.32900(N)    069 11 24.06700(W) AD(       ) 3
 SF0990
 SF0990.Superseded values are not recommended for survey control.
 SF0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0990.See file dsdata.txt to determine how the superseded data were derived.
 SF0990
 SF0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN8571555543(NAD 83)
 SF0990_MARKER: Z = SEE DESCRIPTION
 SF0990_SETTING: 0 = UNSPECIFIED SETTING
 SF0990_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0990
 SF0990  HISTORY     - Date     Condition        Report By
 SF0990  HISTORY     - 1911     MONUMENTED       IBC
 SF0990  HISTORY     - 1962     GOOD             IBC
 SF0990
 SF0990                          STATION DESCRIPTION
 SF0990
 SF0990'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0990'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0990'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0990'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0990'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0990'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0990'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0990'THE POST.
 SF0990
 SF0990                          STATION RECOVERY (1962)
 SF0990
 SF0990'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0990'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF1013 ***********************************************************************
 SF1013  DESIGNATION -  REF MON S166 IBC
 SF1013  PID         -  SF1013
 SF1013  STATE/COUNTY-  ME/AROOSTOOK
 SF1013  USGS QUAD   -  ESTCOURT (1987)
 SF1013
 SF1013                         *CURRENT SURVEY CONTROL
 SF1013  ___________________________________________________________________
 SF1013* NAD 83(1996)-  47 27 06.07455(N)    069 12 17.23979(W)     ADJUSTED  
 SF1013* NAVD 88     -       205.     (meters)     673.     (feet)  SCALED    
 SF1013  ___________________________________________________________________
 SF1013  LAPLACE CORR-           3.62  (seconds)                    DEFLEC99
 SF1013  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 SF1013
 SF1013  HORZ ORDER  -  THIRD
 SF1013
 SF1013.The horizontal coordinates were established by classical geodetic methods
 SF1013.and adjusted by the National Geodetic Survey in March 1998..
 SF1013
 SF1013.The orthometric height was scaled from a topographic map.
 SF1013
 SF1013.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF1013
 SF1013.The geoid height was determined by GEOID03.
 SF1013
 SF1013;                    North         East     Units Scale Factor Converg.
 SF1013;SPC ME E     -   420,876.164   246,855.428   MT  0.99993470   -0 31 09.2
 SF1013;UTM  19      - 5,255,380.803   484,562.510   MT  0.99960293   -0 09 03.1
 SF1013
 SF1013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF1013!SPC ME E     -   0.99997191  x   0.99993470  =   0.99990661
 SF1013!UTM  19      -   0.99997191  x   0.99960293  =   0.99957485
 SF1013
 SF1013                          SUPERSEDED SURVEY CONTROL
 SF1013
 SF1013  NAD 83(1992)-  47 27 06.04647(N)    069 12 17.23995(W) AD(       ) 3
 SF1013  NAD 83(1986)-  47 27 06.05357(N)    069 12 17.23721(W) AD(       ) 3
 SF1013  NAD 27      -  47 27 05.96900(N)    069 12 19.09100(W) AD(       ) 3
 SF1013
 SF1013.Superseded values are not recommended for survey control.
 SF1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF1013.See file dsdata.txt to determine how the superseded data were derived.
 SF1013
 SF1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN8456355381(NAD 83)
 SF1013_MARKER: Z = SEE DESCRIPTION
 SF1013_SETTING: 0 = UNSPECIFIED SETTING
 SF1013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF1013
 SF1013  HISTORY     - Date     Condition        Report By
 SF1013  HISTORY     - 1911     MONUMENTED       IBC
 SF1013  HISTORY     - 1939     POOR             IBC
 SF1013
 SF1013                          STATION DESCRIPTION
 SF1013
 SF1013'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF1013'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF1013'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF1013'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF1013'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF1013'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF1013'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF1013'THE POST.
 SF1013
 SF1013                          STATION RECOVERY (1939)
 SF1013
 SF1013'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1939 (DFC)
 SF1013'FOUND WITH THE NUMBER---6---GONE FROM THE CONCRETE BASE.  REPAIRS
 SF1013'CONSISTED OF RENUMBERING THE BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF1025 ***********************************************************************
 SF1025  DESIGNATION -  REF MON S167 IBC
 SF1025  PID         -  SF1025
 SF1025  STATE/COUNTY-  ME/AROOSTOOK
 SF1025  USGS QUAD   -  ESTCOURT (1987)
 SF1025
 SF1025                         *CURRENT SURVEY CONTROL
 SF1025  ___________________________________________________________________
 SF1025* NAD 83(1996)-  47 27 21.26705(N)    069 13 01.10825(W)     ADJUSTED  
 SF1025* NAVD 88     -       198.     (meters)     650.     (feet)  SCALED    
 SF1025  ___________________________________________________________________
 SF1025  LAPLACE CORR-           4.01  (seconds)                    DEFLEC99
 SF1025  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 SF1025
 SF1025  HORZ ORDER  -  THIRD
 SF1025
 SF1025.The horizontal coordinates were established by classical geodetic methods
 SF1025.and adjusted by the National Geodetic Survey in March 1998..
 SF1025
 SF1025.The orthometric height was scaled from a topographic map.
 SF1025
 SF1025.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF1025
 SF1025.The geoid height was determined by GEOID03.
 SF1025
 SF1025;                    North         East     Units Scale Factor Converg.
 SF1025;SPC ME E     -   421,353.707   245,940.896   MT  0.99993590   -0 31 41.7
 SF1025;UTM  19      - 5,255,852.299   483,645.232   MT  0.99960329   -0 09 35.5
 SF1025
 SF1025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF1025!SPC ME E     -   0.99997301  x   0.99993590  =   0.99990891
 SF1025!UTM  19      -   0.99997301  x   0.99960329  =   0.99957631
 SF1025
 SF1025|---------------------------------------------------------------------|
 SF1025| PID    Reference Object                     Distance      Geod. Az  |
 SF1025|                                                           dddmmss.s |
 SF1025| SF1024 C299 IBC                            379.272 METERS 01305     |
 SF1025| SF1023 S313 IBC                            407.191 METERS 1071408.8 |
 SF1025| SF1027 S315 IBC                            294.282 METERS 28034     |
 SF1025|---------------------------------------------------------------------|
 SF1025
 SF1025                          SUPERSEDED SURVEY CONTROL
 SF1025
 SF1025  NAD 83(1992)-  47 27 21.23930(N)    069 13 01.10819(W) AD(       ) 3
 SF1025  NAD 83(1986)-  47 27 21.24621(N)    069 13 01.10517(W) AD(       ) 3
 SF1025  NAD 27      -  47 27 21.16100(N)    069 13 02.96100(W) AD(       ) 3
 SF1025
 SF1025.Superseded values are not recommended for survey control.
 SF1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF1025.See file dsdata.txt to determine how the superseded data were derived.
 SF1025
 SF1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN8364555852(NAD 83)
 SF1025_MARKER: Z = SEE DESCRIPTION
 SF1025_SETTING: 0 = UNSPECIFIED SETTING
 SF1025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF1025
 SF1025  HISTORY     - Date     Condition        Report By
 SF1025  HISTORY     - 1911     MONUMENTED       IBC
 SF1025  HISTORY     - 1962     MARK NOT FOUND   IBC
 SF1025
 SF1025                          STATION DESCRIPTION
 SF1025
 SF1025'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF1025'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF1025'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF1025'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF1025'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF1025'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF1025'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF1025'THE POST.
 SF1025
 SF1025                          STATION RECOVERY (1962)
 SF1025
 SF1025'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF1025'STATION LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0315 ***********************************************************************
 SF0315  DESIGNATION -  REF MON S69 IBC
 SF0315  PID         -  SF0315
 SF0315  STATE/COUNTY-  ME/AROOSTOOK
 SF0315  USGS QUAD   -  MADAWASKA (1986)
 SF0315
 SF0315                         *CURRENT SURVEY CONTROL
 SF0315  ___________________________________________________________________
 SF0315* NAD 83(1996)-  47 16 56.76872(N)    068 22 27.24603(W)     ADJUSTED  
 SF0315* NAVD 88     -       181.9    (meters)     597.     (feet)  VERTCON   
 SF0315  ___________________________________________________________________
 SF0315  LAPLACE CORR-           6.13  (seconds)                    DEFLEC99
 SF0315  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 SF0315
 SF0315  HORZ ORDER  -  THIRD
 SF0315
 SF0315.The horizontal coordinates were established by classical geodetic methods
 SF0315.and adjusted by the National Geodetic Survey in March 1998..
 SF0315
 SF0315.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0315.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0315
 SF0315.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0315
 SF0315.The geoid height was determined by GEOID03.
 SF0315
 SF0315;                    North         East     Units Scale Factor Converg.
 SF0315;SPC ME E     -   401,827.852   309,513.708   MT  0.99990111   +0 05 32.6
 SF0315;UTM  19      - 5,236,740.816   547,322.790   MT  0.99962752   +0 27 35.1
 SF0315
 SF0315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0315!SPC ME E     -   0.99997525  x   0.99990111  =   0.99987636
 SF0315!UTM  19      -   0.99997525  x   0.99962752  =   0.99960278
 SF0315
 SF0315:                Primary Azimuth Mark                     Grid Az
 SF0315:SPC ME E     -  BROOK GSC                                275 27 47.2
 SF0315:UTM  19      -  BROOK GSC                                275 05 44.7
 SF0315
 SF0315|---------------------------------------------------------------------|
 SF0315| PID    Reference Object                     Distance      Geod. Az  |
 SF0315|                                                           dddmmss.s |
 SF0315| SF0417 BROOK GSC                           APPROX. 9.7 KM 2753319.8 |
 SF0315|---------------------------------------------------------------------|
 SF0315
 SF0315                          SUPERSEDED SURVEY CONTROL
 SF0315
 SF0315  NAD 83(1992)-  47 16 56.76427(N)    068 22 27.24261(W) AD(       ) 3
 SF0315  NAD 83(1986)-  47 16 56.77006(N)    068 22 27.23625(W) AD(       ) 3
 SF0315  NAD 27      -  47 16 56.62500(N)    068 22 29.07700(W) AD(       ) 3
 SF0315  NGVD 29 (07/19/86)  182.0    (m)          597.     (f) VERT ANG       
 SF0315
 SF0315.Superseded values are not recommended for survey control.
 SF0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0315.See file dsdata.txt to determine how the superseded data were derived.
 SF0315
 SF0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN4732336741(NAD 83)
 SF0315_MARKER: Z = SEE DESCRIPTION
 SF0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF0315_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF0315+STABILITY: SURFACE MOTION
 SF0315
 SF0315  HISTORY     - Date     Condition        Report By
 SF0315  HISTORY     - 1910     MONUMENTED       IBC
 SF0315  HISTORY     - 1951     POOR             IBC
 SF0315  HISTORY     - 1976     GOOD             IBC
 SF0315
 SF0315                          STATION DESCRIPTION
 SF0315
 SF0315'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JBB)
 SF0315'ORIGINAL DESCRIPTION NOT AVAILABLE.
 SF0315
 SF0315                          STATION RECOVERY (1951)
 SF0315
 SF0315'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1951 (NWS)
 SF0315'MONUMENT IS ABOUT A QUARTER MILE EAST OF FRENCHVILLE, MAINE, ABOUT
 SF0315'500 FEET SOUTHEAST OF HIGHWAY NO 1, ABOUT OPPOSITE A FACTORY ON THE
 SF0315'EAST SIDE OF HIGHWAY.  IT IS NEAR THE TOP OF A STEEP SLOPE, AND IN
 SF0315'THE EDGE OF BRUSH ON SOUTHWEST SIDE OF WOODS.  INVISIBLE FROM RIVER
 SF0315'BELOW MICHAUD ISLAND.
 SF0315'
 SF0315'TYPE B MONUMENT.
 SF0315
 SF0315                          STATION RECOVERY (1976)
 SF0315
 SF0315'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1976 (CRM)
 SF0315'THE MONUMENT WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION
 SF0315'FOLLOWS.
 SF0315'
 SF0315'THE MONUMENT IS LOCATED ABOUT 1/2 MILE NORTHEAST OF FRENCHVILLE,
 SF0315'MAINE, ON THE EAST SIDE OF A PASTURE, JUST WEST OF A WOODED AREA, AND
 SF0315'ON PROPERTY OWNED BY MR GERARD RAYMOND.
 SF0315'
 SF0315'TO REACH FROM THE JUNCTION OF US HIGHWAY 1 AND STATE HIGHWAY 162 IN
 SF0315'FRENCHVILLE, GO SOUTHEAST ON STATE HIGHWAY 162 FOR 0.25 MILE TO A
 SF0315'GATE ON THE LEFT.  THIS IS OPPOSITE A TWO - STORY HOUSE THAT IS
 SF0315'SURROUNDED BY LARGE SPRUCE TREES.  TURN LEFT, PASS THROUGH THE GATE,
 SF0315'AND GO NORTHERLY, ACROSS A PASTURE, FOR 0.3 MILE TO THE MONUMENT.
 SF0315'THIS IS ABOUT 500 FEET SOUTHEAST OF AND 100 FEET HIGHER THAN US
 SF0315'HIGHWAY 1.
 SF0315'
 SF0315'THE REFERENCE MONUMENT IS A 10 - INCH SQUARE, CONCRETE BLOCK THAT
 SF0315'PROJECTS 6 INCHES ABOVE A 3 - FOOT SQUARE, CONCRETE BASE.  OVERALL IT
 SF0315'PROJECTS 2 FEET.  ---US---,---NO 69---, AND---1910---IS CAST IN THE
 SF0315'CONCRETE BASE.  IT IS 49.1 FEET SOUTHEAST OF A STEEL WITNESS POST
 SF0315'WITH METAL SIGN ATTACHED AND IT IS 2.67 METERS HIGHER THAN
 SF0315'REFERENCE MONUMENT S - 69A - 76.
 SF0315'
 SF0315'A TRAVERSE TIE WAS MADE TO THIS MONUMENT FROM REFERENCE MONUMENT
 SF0315'S - 69A - 76, THE DISTANCE BEING 41.97 FEET OR 12.791 METERS.
 SF0315'
 SF0315'THE DISTANCE BETWEEN THIS MONUMENT AND REFERENCE MARK 1 FOR REFERENCE
 SF0315'MONUMENT S - 69A - 76 IS 62.28 FEET OR 18.983 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0334 ***********************************************************************
 RG0334  DESIGNATION -  REF MON S79 43 IBC
 RG0334  PID         -  RG0334
 RG0334  STATE/COUNTY-  ME/SOMERSET
 RG0334  USGS QUAD   -  HURRICANE POND (1989)
 RG0334
 RG0334                         *CURRENT SURVEY CONTROL
 RG0334  ___________________________________________________________________
 RG0334* NAD 83(1996)-  46 06 34.93415(N)    070 15 12.67242(W)     ADJUSTED  
 RG0334* NAVD 88     -       475.     (meters)    1558.     (feet)  SCALED    
 RG0334  ___________________________________________________________________
 RG0334  LAPLACE CORR-           5.57  (seconds)                    DEFLEC99
 RG0334  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 RG0334
 RG0334  HORZ ORDER  -  THIRD
 RG0334
 RG0334.The horizontal coordinates were established by classical geodetic methods
 RG0334.and adjusted by the National Geodetic Survey in March 1998..
 RG0334.No horizontal observational check was made to the station.
 RG0334
 RG0334.The orthometric height was scaled from a topographic map.
 RG0334
 RG0334.The Laplace correction was computed from DEFLEC99 derived deflections.
 RG0334
 RG0334.The geoid height was determined by GEOID03.
 RG0334
 RG0334;                    North         East     Units Scale Factor Converg.
 RG0334;SPC ME W     -   364,066.614   893,285.578   MT  0.99996722   -0 03 45.3
 RG0334;UTM  19      - 5,107,000.200   403,129.329   MT  0.99971536   -0 54 12.4
 RG0334
 RG0334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0334!SPC ME W     -   0.99992967  x   0.99996722  =   0.99989689
 RG0334!UTM  19      -   0.99992967  x   0.99971536  =   0.99964505
 RG0334
 RG0334                          SUPERSEDED SURVEY CONTROL
 RG0334
 RG0334  NAD 83(1992)-  46 06 34.93905(N)    070 15 12.65801(W) AD(       ) 3
 RG0334  NAD 83(1986)-  46 06 34.94390(N)    070 15 12.68640(W) AD(       ) 3
 RG0334  NAD 27      -  46 06 34.85200(N)    070 15 14.41300(W) AD(       ) 3
 RG0334
 RG0334.Superseded values are not recommended for survey control.
 RG0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0334.See file dsdata.txt to determine how the superseded data were derived.
 RG0334
 RG0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM0312907000(NAD 83)
 RG0334_MARKER: Z = SEE DESCRIPTION
 RG0334_SETTING: 0 = UNSPECIFIED SETTING
 RG0334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0334
 RG0334  HISTORY     - Date     Condition        Report By
 RG0334  HISTORY     - 1943     MONUMENTED       IBC
 RG0334
 RG0334                          STATION DESCRIPTION
 RG0334
 RG0334'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1943
 RG0334'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 RG0334'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 RG0334'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP 1-1/2
 RG0334'INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 RG0334'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 RG0334'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 RG0334'THE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0630 ***********************************************************************
 SF0630  DESIGNATION -  REF TO TP 406 IBC
 SF0630  PID         -  SF0630
 SF0630  STATE/COUNTY-  ME/AROOSTOOK
 SF0630  USGS QUAD   -  LANDRY (1986)
 SF0630
 SF0630                         *CURRENT SURVEY CONTROL
 SF0630  ___________________________________________________________________
 SF0630* NAD 83(1996)-  47 24 05.89400(N)    069 02 17.97864(W)     ADJUSTED  
 SF0630* NAVD 88     -       167.     (meters)     548.     (feet)  SCALED    
 SF0630  ___________________________________________________________________
 SF0630  LAPLACE CORR-           6.21  (seconds)                    DEFLEC99
 SF0630  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 SF0630
 SF0630  HORZ ORDER  -  THIRD
 SF0630
 SF0630.The horizontal coordinates were established by classical geodetic methods
 SF0630.and adjusted by the National Geodetic Survey in March 1998..
 SF0630.No horizontal observational check was made to the station.
 SF0630
 SF0630.The orthometric height was scaled from a topographic map.
 SF0630
 SF0630.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0630
 SF0630.The geoid height was determined by GEOID03.
 SF0630
 SF0630;                    North         East     Units Scale Factor Converg.
 SF0630;SPC ME E     -   415,211.887   259,368.911   MT  0.99992028   -0 23 46.6
 SF0630;UTM  19      - 5,249,798.882   497,108.045   MT  0.99960010   -0 01 41.6
 SF0630
 SF0630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0630!SPC ME E     -   0.99997783  x   0.99992028  =   0.99989811
 SF0630!UTM  19      -   0.99997783  x   0.99960010  =   0.99957794
 SF0630
 SF0630                          SUPERSEDED SURVEY CONTROL
 SF0630
 SF0630  NAD 83(1992)-  47 24 05.87624(N)    069 02 17.98552(W) AD(       ) 3
 SF0630  NAD 83(1986)-  47 24 05.88265(N)    069 02 17.98332(W) AD(       ) 3
 SF0630  NAD 27      -  47 24 05.80423(N)    069 02 19.85603(W) AD(       ) 3
 SF0630
 SF0630.Superseded values are not recommended for survey control.
 SF0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0630.See file dsdata.txt to determine how the superseded data were derived.
 SF0630
 SF0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9710849799(NAD 83)
 SF0630_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SF0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF0630_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF0630+STABILITY: SURFACE MOTION
 SF0630
 SF0630  HISTORY     - Date     Condition        Report By
 SF0630  HISTORY     - 1950     MONUMENTED       IBC
 SF0630
 SF0630                          STATION DESCRIPTION
 SF0630
 SF0630'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1950 (NWS)
 SF0630'ON THE LINE PRODUCED FROM TURNING POINT 407 THROUGH TURNING POINT 406,
 SF0630'6.4 FEET FROM TURNING POINT 406.  NEAR A BELT OF ALDER BUSHES IN THE
 SF0630'OLD RIVER BED.
 SF0630'
 SF0630'MONUMENT TYPE--SAME AS FOR LINE MARK 392 - 393.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1819 ***********************************************************************
 QF1819  DESIGNATION -  REFERENCE MON 10
 QF1819  PID         -  QF1819
 QF1819  STATE/COUNTY-  ME/AROOSTOOK
 QF1819  USGS QUAD   -  NORTH AMITY (1989)
 QF1819
 QF1819                         *CURRENT SURVEY CONTROL
 QF1819  ___________________________________________________________________
 QF1819* NAD 83(1996)-  45 53 19.64748(N)    067 47 38.95124(W)     ADJUSTED  
 QF1819* NAVD 88     -       134.     (meters)     440.     (feet)  SCALED    
 QF1819  ___________________________________________________________________
 QF1819  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 QF1819  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 QF1819
 QF1819  HORZ ORDER  -  THIRD
 QF1819
 QF1819.The horizontal coordinates were established by classical geodetic methods
 QF1819.and adjusted by the National Geodetic Survey in March 1998..
 QF1819
 QF1819.The orthometric height was scaled from a topographic map.
 QF1819
 QF1819.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1819
 QF1819.The geoid height was determined by GEOID03.
 QF1819
 QF1819;                    North         East     Units Scale Factor Converg.
 QF1819;SPC ME E     -   247,156.563   354,781.146   MT  0.99993688   +0 30 24.5
 QF1819;UTM  19      - 5,082,398.449   593,558.194   MT  0.99970761   +0 51 57.1
 QF1819
 QF1819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1819!SPC ME E     -   0.99998272  x   0.99993688  =   0.99991960
 QF1819!UTM  19      -   0.99998272  x   0.99970761  =   0.99969034
 QF1819
 QF1819                          SUPERSEDED SURVEY CONTROL
 QF1819
 QF1819  NAD 83(1992)-  45 53 19.64473(N)    067 47 38.94980(W) AD(       ) 4
 QF1819  NAD 83(1986)-  45 53 19.35587(N)    067 47 38.03563(W) AD(       ) 4
 QF1819  NAD 27      -  45 53 19.56078(N)    067 47 41.11415(W) AD(       ) 3
 QF1819
 QF1819.Superseded values are not recommended for survey control.
 QF1819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1819.See file dsdata.txt to determine how the superseded data were derived.
 QF1819
 QF1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9355882398(NAD 83)
 QF1819_MARKER: Z = SEE DESCRIPTION
 QF1819_SETTING: 0 = UNSPECIFIED SETTING
 QF1819
 QF1819  HISTORY     - Date     Condition        Report By
 QF1819  HISTORY     - 1917     MONUMENTED       IBC
 QF1819  HISTORY     - 1955     GOOD             IBC
 QF1819  HISTORY     - 1972     SEE DESCRIPTION  IBC
 QF1819
 QF1819                          STATION DESCRIPTION
 QF1819
 QF1819'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (HOC)
 QF1819'ON MONUMENT BROOK, 1-3/4 MILES ABOVE THE MOUTH OF GREENLEAF BROOK,
 QF1819'AND 20 FEET BACK FROM THE BANK OF THE BROOK.  REFERENCE MONUMENT 11
 QF1819'IS DIRECTLY ACROSS THE STREAM.
 QF1819'
 QF1819'STATION MARK IS A BOUNDARY REFERENCE POST SET IN A CONCRETE BASE
 QF1819'NEARLY FLUSH WITH THE GROUND.
 QF1819
 QF1819                          STATION RECOVERY (1955)
 QF1819
 QF1819'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1819'STATION RECOVERED IN GOOD CONDITION.
 QF1819
 QF1819                          STATION RECOVERY (1972)
 QF1819
 QF1819'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1819'THE MONUMENT WAS RECOVERED AS DESCRIBED BY NELSON W SMITH IN 1955.
 QF1819'THE MARK HAD BEEN HEAVED SOMEWHAT BY FROST AND WAS TILTED ABOUT
 QF1819'1/2 INCH TOWARD THE RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1569 ***********************************************************************
 QF1569  DESIGNATION -  REFERENCE MON 100=DEADMAN
 QF1569  PID         -  QF1569
 QF1569  STATE/COUNTY-  ME/WASHINGTON
 QF1569  USGS QUAD   -  LAMBERT LAKE (1988)
 QF1569
 QF1569                         *CURRENT SURVEY CONTROL
 QF1569  ___________________________________________________________________
 QF1569* NAD 83(1996)-  45 35 58.49167(N)    067 33 58.90386(W)     ADJUSTED  
 QF1569* NAVD 88     -       116.     (meters)     381.     (feet)  SCALED    
 QF1569  ___________________________________________________________________
 QF1569  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 QF1569  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 QF1569
 QF1569  HORZ ORDER  -  THIRD
 QF1569
 QF1569.The horizontal coordinates were established by classical geodetic methods
 QF1569.and adjusted by the National Geodetic Survey in March 1998..
 QF1569
 QF1569.The orthometric height was scaled from a topographic map.
 QF1569
 QF1569.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1569
 QF1569.The geoid height was determined by GEOID03.
 QF1569
 QF1569;                    North         East     Units Scale Factor Converg.
 QF1569;SPC ME E     -   215,196.879   372,835.234   MT  0.99996520   +0 40 01.5
 QF1569;UTM  19      - 5,050,559.271   611,807.698   MT  0.99975369   +1 01 27.8
 QF1569
 QF1569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1569!SPC ME E     -   0.99998557  x   0.99996520  =   0.99995077
 QF1569!UTM  19      -   0.99998557  x   0.99975369  =   0.99973926
 QF1569
 QF1569:                Primary Azimuth Mark                     Grid Az
 QF1569:SPC ME E     -  MUCO IBC                                 148 21 00.0
 QF1569:UTM  19      -  MUCO IBC                                 147 59 33.7
 QF1569
 QF1569|---------------------------------------------------------------------|
 QF1569| PID    Reference Object                     Distance      Geod. Az  |
 QF1569|                                                           dddmmss.s |
 QF1569| QF1566 MUCO IBC                            APPROX. 0.9 KM 1490101.5 |
 QF1569| QF1550 ROCKY POINT                         APPROX. 0.6 KM 1710544.8 |
 QF1569| QF1571 HERB IBC                             98.569 METERS 23956     |
 QF1569|---------------------------------------------------------------------|
 QF1569
 QF1569                          SUPERSEDED SURVEY CONTROL
 QF1569
 QF1569  NAD 83(1992)-  45 35 58.48794(N)    067 33 58.90116(W) AD(       ) 3
 QF1569  NAD 83(1986)-  45 35 58.49137(N)    067 33 58.91264(W) AD(       ) 3
 QF1569  NAD 27      -  45 35 58.25184(N)    067 34 00.88219(W) AD(       ) 3
 QF1569
 QF1569.Superseded values are not recommended for survey control.
 QF1569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1569.See file dsdata.txt to determine how the superseded data were derived.
 QF1569
 QF1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL1180850559(NAD 83)
 QF1569_MARKER: Z = SEE DESCRIPTION
 QF1569_SETTING: 0 = UNSPECIFIED SETTING
 QF1569
 QF1569  HISTORY     - Date     Condition        Report By
 QF1569  HISTORY     - 1917     MONUMENTED       IBC
 QF1569  HISTORY     - 1955     SEE DESCRIPTION  IBC
 QF1569  HISTORY     - 1972     SEE DESCRIPTION  IBC
 QF1569
 QF1569                          STATION DESCRIPTION
 QF1569
 QF1569'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (HOC)
 QF1569'ON SANDY POINT, OPPOSITE HARDWOOD ISLAND, AT THE W SIDE OF THE
 QF1569'ENTRANCE TO SANDY BAY COVE IN SPEDNIK LAKE.  THE STATION IS NEAR THE
 QF1569'MIDDLE OF THE POINT AT HIGH - WATER MARK ABOUT 250 METERS FROM THE
 QF1569'EXTREME END OF THE POINT AT LOW WATER.  THE POINT IS LOW,FLAT, AND
 QF1569'MARSHY, AND IS BEING ERODED.  IT IS ABOUT 200 METERS WIDE AT THE
 QF1569'STATION AND IS COVERED WITH DEAD STANDING TIMBER AND---DRYKI---.
 QF1569'
 QF1569'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE POST
 QF1569'SET IN A DRILL HOLE IN A FLAT BOULDER ABOUT 3 METERS IN DIAMETER AND
 QF1569'ABOUT 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 QF1569
 QF1569                          STATION RECOVERY (1955)
 QF1569
 QF1569'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (FXP)
 QF1569'RECOVERED, ONLY SHANK REMAINED.
 QF1569
 QF1569                          STATION RECOVERY (1972)
 QF1569
 QF1569'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1569'THREE MEN SEARCHED FOR AN HOUR WITHOUT FINDING THIS MARK.  THE POINT
 QF1569'IS VERY FOUL.  THE BEST WAY TO FIND THIS MARK IS BY THE USE OF AN
 QF1569'INSTRUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1564 ***********************************************************************
 QF1564  DESIGNATION -  REFERENCE MON 101=MUD RM
 QF1564  PID         -  QF1564
 QF1564  STATE/COUNTY-  ME/WASHINGTON
 QF1564  USGS QUAD   -  LAMBERT LAKE (1988)
 QF1564
 QF1564                         *CURRENT SURVEY CONTROL
 QF1564  ___________________________________________________________________
 QF1564* NAD 83(1996)-  45 35 41.83494(N)    067 33 13.66363(W)     ADJUSTED  
 QF1564* NAVD 88     -       116.     (meters)     381.     (feet)  SCALED    
 QF1564  ___________________________________________________________________
 QF1564  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 QF1564  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 QF1564
 QF1564  HORZ ORDER  -  THIRD
 QF1564
 QF1564.The horizontal coordinates were established by classical geodetic methods
 QF1564.and adjusted by the National Geodetic Survey in March 1998..
 QF1564
 QF1564.The orthometric height was scaled from a topographic map.
 QF1564
 QF1564.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1564
 QF1564.The geoid height was determined by GEOID03.
 QF1564
 QF1564;                    North         East     Units Scale Factor Converg.
 QF1564;SPC ME E     -   214,694.177   373,821.659   MT  0.99996698   +0 40 33.6
 QF1564;UTM  19      - 5,050,062.834   612,797.030   MT  0.99975643   +1 01 59.9
 QF1564
 QF1564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1564!SPC ME E     -   0.99998557  x   0.99996698  =   0.99995255
 QF1564!UTM  19      -   0.99998557  x   0.99975643  =   0.99974200
 QF1564
 QF1564                          SUPERSEDED SURVEY CONTROL
 QF1564
 QF1564  NAD 83(1992)-  45 35 41.83119(N)    067 33 13.66091(W) AD(       ) 4
 QF1564  NAD 83(1986)-  45 35 41.83460(N)    067 33 13.67277(W) AD(       ) 4
 QF1564  NAD 27      -  45 35 41.59529(N)    067 33 15.64723(W) AD(       ) 3
 QF1564
 QF1564.Superseded values are not recommended for survey control.
 QF1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1564.See file dsdata.txt to determine how the superseded data were derived.
 QF1564
 QF1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL1279750063(NAD 83)
 QF1564_MARKER: Z = SEE DESCRIPTION
 QF1564_SETTING: 80 = SET IN A BOULDER
 QF1564_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF1564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1564+STABILITY: SURFACE MOTION
 QF1564
 QF1564  HISTORY     - Date     Condition        Report By
 QF1564  HISTORY     - 1917     MONUMENTED       IBC
 QF1564  HISTORY     - 1972     GOOD             IBC
 QF1564
 QF1564                          STATION DESCRIPTION
 QF1564
 QF1564'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (HOC)
 QF1564'ON THE POINT BETWEEN MUNCY COVE AND MUD COVE IN SPEDNIK LAKE.  IT IS
 QF1564'ON A BOULDER 4 BY 6 FEET AND 1 FOOT HIGH, 15 FEET E OF THE EXTREME NW
 QF1564'POINT, 8 FEET INSIDE THE TREE LINE, 68.75 FEET SSE OF STATION MUDDIE,
 QF1564'IN FRONT OF A COTTAGE ON THE POINT.
 QF1564'
 QF1564'STATION MARK IS A BOUNDARY REFERENCE POST SET IN A DRILL HOLE IN THE
 QF1564'GRANITE BOULDER.
 QF1564
 QF1564                          STATION RECOVERY (1972)
 QF1564
 QF1564'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1564'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1561 ***********************************************************************
 QF1561  DESIGNATION -  REFERENCE MON 102A
 QF1561  PID         -  QF1561
 QF1561  STATE/COUNTY-  ME/WASHINGTON
 QF1561  USGS QUAD   -  LAMBERT LAKE (1988)
 QF1561
 QF1561                         *CURRENT SURVEY CONTROL
 QF1561  ___________________________________________________________________
 QF1561* NAD 83(1996)-  45 36 04.74967(N)    067 32 36.44676(W)     ADJUSTED  
 QF1561* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 QF1561  ___________________________________________________________________
 QF1561  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 QF1561  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 QF1561
 QF1561  HORZ ORDER  -  THIRD
 QF1561
 QF1561.The horizontal coordinates were established by classical geodetic methods
 QF1561.and adjusted by the National Geodetic Survey in March 1998..
 QF1561
 QF1561.The orthometric height was scaled from a topographic map.
 QF1561
 QF1561.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1561
 QF1561.The geoid height was determined by GEOID03.
 QF1561
 QF1561;                    North         East     Units Scale Factor Converg.
 QF1561;SPC ME E     -   215,411.123   374,619.778   MT  0.99996844   +0 41 00.5
 QF1561;UTM  19      - 5,050,784.593   613,590.496   MT  0.99975863   +1 02 26.9
 QF1561
 QF1561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1561!SPC ME E     -   0.99998541  x   0.99996844  =   0.99995385
 QF1561!UTM  19      -   0.99998541  x   0.99975863  =   0.99974404
 QF1561
 QF1561:                Primary Azimuth Mark                     Grid Az
 QF1561:SPC ME E     -  BIRCH POINT 1890                         137 21 13.8
 QF1561:UTM  19      -  BIRCH POINT 1890                         136 59 47.4
 QF1561
 QF1561|---------------------------------------------------------------------|
 QF1561| PID    Reference Object                     Distance      Geod. Az  |
 QF1561|                                                           dddmmss.s |
 QF1561| QF1552 BIRCH POINT 1890                    APPROX. 2.4 KM 1380214.3 |
 QF1561| QF1563 HARDWOOD ISLAND IBC                 267.074 METERS 24928     |
 QF1561|---------------------------------------------------------------------|
 QF1561
 QF1561                          SUPERSEDED SURVEY CONTROL
 QF1561
 QF1561  NAD 83(1992)-  45 36 04.74592(N)    067 32 36.44401(W) AD(       ) 3
 QF1561  NAD 83(1986)-  45 36 04.74975(N)    067 32 36.45542(W) AD(       ) 3
 QF1561  NAD 27      -  45 36 04.50751(N)    067 32 38.43720(W) AD(       ) 3
 QF1561
 QF1561.Superseded values are not recommended for survey control.
 QF1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1561.See file dsdata.txt to determine how the superseded data were derived.
 QF1561
 QF1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL1359050785(NAD 83)
 QF1561_MARKER: Z = SEE DESCRIPTION
 QF1561_SETTING: 80 = SET IN A BOULDER
 QF1561_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF1561
 QF1561  HISTORY     - Date     Condition        Report By
 QF1561  HISTORY     - 1921     MONUMENTED       IBC
 QF1561  HISTORY     - 1972     GOOD             IBC
 QF1561
 QF1561                          STATION DESCRIPTION
 QF1561
 QF1561'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1921 (NWS)
 QF1561'ON THE SE POINT OF HARDWOOD ISLAND IN SPEDNIK LAKE, ON THE S SHORE OF
 QF1561'THE POINT, 100 METERS W OF THE EXTREME POINT, AND N 55 DEGREES 54
 QF1561'MINUTES W, 116.0 METERS FROM REFERENCE MONUMENT 102, WHICH IT WILL
 QF1561'REPLACE, SHOULD THE EXPOSED POSITION OF MONUMENT 102 RESULT IN ITS
 QF1561'DESTRUCTION.  THE STATION IS ON A HUGH BOULDER BACK OF THE DRIFTWOOD
 QF1561'OR---DRYKI---AND IS SURROUNDED BY HIGH WATER.
 QF1561'
 QF1561'STATION MARK IS A BOUNDARY REFERENCE POST SET IN A DRILL HOLE IN THE
 QF1561'ROCK 6 BY 8 FEET AND 3 FEET HIGH, 75 FEET OUTSIDE THE TREE LINE.
 QF1561
 QF1561                          STATION RECOVERY (1972)
 QF1561
 QF1561'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (NWS)
 QF1561'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1560 ***********************************************************************
 QF1560  DESIGNATION -  REFERENCE MON 102=HARD
 QF1560  PID         -  QF1560
 QF1560  STATE/COUNTY-  ME/WASHINGTON
 QF1560  USGS QUAD   -  LAMBERT LAKE (1988)
 QF1560
 QF1560                         *CURRENT SURVEY CONTROL
 QF1560  ___________________________________________________________________
 QF1560* NAD 83(1996)-  45 36 02.62601(N)    067 32 32.01903(W)     ADJUSTED  
 QF1560* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 QF1560  ___________________________________________________________________
 QF1560  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 QF1560  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 QF1560
 QF1560  HORZ ORDER  -  THIRD
 QF1560
 QF1560.The horizontal coordinates were established by classical geodetic methods
 QF1560.and adjusted by the National Geodetic Survey in March 1998..
 QF1560
 QF1560.The orthometric height was scaled from a topographic map.
 QF1560
 QF1560.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1560
 QF1560.The geoid height was determined by GEOID03.
 QF1560
 QF1560;                    North         East     Units Scale Factor Converg.
 QF1560;SPC ME E     -   215,346.711   374,716.508   MT  0.99996861   +0 41 03.6
 QF1560;UTM  19      - 5,050,720.798   613,687.604   MT  0.99975890   +1 02 30.0
 QF1560
 QF1560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1560!SPC ME E     -   0.99998541  x   0.99996861  =   0.99995402
 QF1560!UTM  19      -   0.99998541  x   0.99975890  =   0.99974431
 QF1560
 QF1560:                Primary Azimuth Mark                     Grid Az
 QF1560:SPC ME E     -  PINE IBC                                 095 58 29.9
 QF1560:UTM  19      -  PINE IBC                                 095 37 03.5
 QF1560
 QF1560|---------------------------------------------------------------------|
 QF1560| PID    Reference Object                     Distance      Geod. Az  |
 QF1560|                                                           dddmmss.s |
 QF1560| QF1556 PINE IBC                            APPROX. 1.6 KM 0963933.5 |
 QF1560|---------------------------------------------------------------------|
 QF1560
 QF1560                          SUPERSEDED SURVEY CONTROL
 QF1560
 QF1560  NAD 83(1992)-  45 36 02.62226(N)    067 32 32.01627(W) AD(       ) 3
 QF1560  NAD 83(1986)-  45 36 02.62609(N)    067 32 32.02766(W) AD(       ) 3
 QF1560  NAD 27      -  45 36 02.38400(N)    067 32 34.01000(W) AD(       ) 3
 QF1560
 QF1560.Superseded values are not recommended for survey control.
 QF1560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1560.See file dsdata.txt to determine how the superseded data were derived.
 QF1560
 QF1560_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL1368850721(NAD 83)
 QF1560_MARKER: Z = SEE DESCRIPTION
 QF1560_SETTING: 0 = UNSPECIFIED SETTING
 QF1560
 QF1560  HISTORY     - Date     Condition        Report By
 QF1560  HISTORY     - 1917     MONUMENTED       IBC
 QF1560  HISTORY     - 1972     GOOD             IBC
 QF1560
 QF1560                          STATION DESCRIPTION
 QF1560
 QF1560'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (HOC)
 QF1560'ON THE EXTREME SE POINT OF HARDWOOD ISLAND IN SPEDNIK LAKE.  IT IS ON
 QF1560'THE HIGHEST ROCK IN THE VICINITY AND IS ENTIRELY SURROUNDED BY WATER.
 QF1560'THE ROCK IS RIDGE - SHAPED, 4.3 BY 2.7 METERS AT THE BASE, 3 METERS
 QF1560'LONG, ON THE RIDGE, AND ABOUT 1.5 METERS ABOVE THE WATER IN OCTOBER
 QF1560'1917.
 QF1560'
 QF1560'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE POST
 QF1560'SET IN A DRILL HOLE IN THE ROCK.  IN 1921 THIS POST WAS FOUND TO HAVE
 QF1560'BEEN BROKEN OFF FLUSH WITH THE SURFACE OF THE ROCK, THE SHANK
 QF1560'REMAINED IN PLACE.  REFERENCE MONUMENT 102 - A WAS AFTERWARDS SET N
 QF1560'55 DEGREES 54 MINUTES W, 116.0 METERS FROM THE STATION.
 QF1560
 QF1560                          STATION RECOVERY (1972)
 QF1560
 QF1560'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1560'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1558 ***********************************************************************
 QF1558  DESIGNATION -  REFERENCE MON 103=BIRCH IS RM
 QF1558  PID         -  QF1558
 QF1558  STATE/COUNTY-  ME/WASHINGTON
 QF1558  USGS QUAD   -  LAMBERT LAKE (1988)
 QF1558
 QF1558                         *CURRENT SURVEY CONTROL
 QF1558  ___________________________________________________________________
 QF1558* NAD 83(1996)-  45 35 05.40559(N)    067 31 21.34145(W)     ADJUSTED  
 QF1558* NAVD 88     -       116.     (meters)     381.     (feet)  SCALED    
 QF1558  ___________________________________________________________________
 QF1558  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 QF1558  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 QF1558
 QF1558  HORZ ORDER  -  THIRD
 QF1558
 QF1558.The horizontal coordinates were established by classical geodetic methods
 QF1558.and adjusted by the National Geodetic Survey in March 1998..
 QF1558
 QF1558.The orthometric height was scaled from a topographic map.
 QF1558
 QF1558.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1558
 QF1558.The geoid height was determined by GEOID03.
 QF1558
 QF1558;                    North         East     Units Scale Factor Converg.
 QF1558;SPC ME E     -   213,598.799   376,269.591   MT  0.99997150   +0 41 53.5
 QF1558;UTM  19      - 5,048,982.968   615,251.230   MT  0.99976331   +1 03 19.5
 QF1558
 QF1558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1558!SPC ME E     -   0.99998556  x   0.99997150  =   0.99995706
 QF1558!UTM  19      -   0.99998556  x   0.99976331  =   0.99974888
 QF1558
 QF1558:                Primary Azimuth Mark                     Grid Az
 QF1558:SPC ME E     -  REFERENCE MON 104=EDGE                   038 53 59.4
 QF1558:UTM  19      -  REFERENCE MON 104=EDGE                   038 32 33.4
 QF1558
 QF1558|---------------------------------------------------------------------|
 QF1558| PID    Reference Object                     Distance      Geod. Az  |
 QF1558|                                                           dddmmss.s |
 QF1558| QF1555 REFERENCE MON 104=EDGE              APPROX. 1.8 KM 0393552.9 |
 QF1558| QF1557 WALKER IBC                           53.780 METERS 12714     |
 QF1558| QF1552 BIRCH POINT 1890                     25.375 METERS 35216     |
 QF1558|---------------------------------------------------------------------|
 QF1558
 QF1558                          SUPERSEDED SURVEY CONTROL
 QF1558
 QF1558  NAD 83(1992)-  45 35 05.40178(N)    067 31 21.33867(W) AD(       ) 3
 QF1558  NAD 83(1986)-  45 35 05.40555(N)    067 31 21.34961(W) AD(       ) 3
 QF1558  NAD 27      -  45 35 05.16788(N)    067 31 23.33928(W) AD(       ) 3
 QF1558
 QF1558.Superseded values are not recommended for survey control.
 QF1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1558.See file dsdata.txt to determine how the superseded data were derived.
 QF1558
 QF1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL1525148983(NAD 83)
 QF1558_MARKER: Z = SEE DESCRIPTION
 QF1558_SETTING: 80 = SET IN A BOULDER
 QF1558_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF1558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1558+STABILITY: SURFACE MOTION
 QF1558
 QF1558  HISTORY     - Date     Condition        Report By
 QF1558  HISTORY     - 1917     MONUMENTED       IBC
 QF1558  HISTORY     - 1972     GOOD             IBC
 QF1558
 QF1558                          STATION DESCRIPTION
 QF1558
 QF1558'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (HOC)
 QF1558'ON THE NE CORNER OF BIRCH ISLAND, AT THE ENTRANCE TO WALKER COVE OF
 QF1558'SPEDNIK LAKE.  IT IS ON HIGH - WATER LINE, AT EDGE OF VEGETATION, 9
 QF1558'METERS IN FRONT OF THE GREEN TIMBER, ABOUT 30 METERS DISTANT FROM THE
 QF1558'WATER, IN THE DIRECTION OF SANDY BAY, AT LOW WATER.
 QF1558'
 QF1558'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE POST
 QF1558'SET IN A DRILL HOLE IN A FLAT RECTANGULAR ROCK ABOUT 1.5 BY 3.7
 QF1558'METERS AND 0.3 METER ABOVE THE GENRAL LEVEL OF THE GROUND.
 QF1558'
 QF1558'TRIANGULATION STATION BIRCH POINT IS ABOUT 25 METERS N OF THE STATION
 QF1558'AND TRIANGULATION STATION WALKER IS ABOUT 75 METERS SE OF THE
 QF1558'STATION.
 QF1558
 QF1558                          STATION RECOVERY (1972)
 QF1558
 QF1558'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1558'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1555 ***********************************************************************
 QF1555  DESIGNATION -  REFERENCE MON 104=EDGE
 QF1555  PID         -  QF1555
 QF1555  STATE/COUNTY-  ME/WASHINGTON
 QF1555  USGS QUAD   -  LAMBERT LAKE (1988)
 QF1555
 QF1555                         *CURRENT SURVEY CONTROL
 QF1555  ___________________________________________________________________
 QF1555* NAD 83(1996)-  45 35 51.40393(N)    067 30 27.13448(W)     ADJUSTED  
 QF1555* NAVD 88     -       118.     (meters)     387.     (feet)  SCALED    
 QF1555  ___________________________________________________________________
 QF1555  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 QF1555  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 QF1555
 QF1555  HORZ ORDER  -  THIRD
 QF1555
 QF1555.The horizontal coordinates were established by classical geodetic methods
 QF1555.and adjusted by the National Geodetic Survey in March 1998..
 QF1555
 QF1555.The orthometric height was scaled from a topographic map.
 QF1555
 QF1555.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1555
 QF1555.The geoid height was determined by GEOID03.
 QF1555
 QF1555;                    North         East     Units Scale Factor Converg.
 QF1555;SPC ME E     -   215,033.195   377,426.993   MT  0.99997368   +0 42 32.7
 QF1555;UTM  19      - 5,050,424.254   616,399.427   MT  0.99976658   +1 03 59.0
 QF1555
 QF1555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1555!SPC ME E     -   0.99998525  x   0.99997368  =   0.99995893
 QF1555!UTM  19      -   0.99998525  x   0.99976658  =   0.99975183
 QF1555
 QF1555                          SUPERSEDED SURVEY CONTROL
 QF1555
 QF1555  NAD 83(1992)-  45 35 51.40013(N)    067 30 27.13165(W) AD(       ) 3
 QF1555  NAD 83(1986)-  45 35 51.40420(N)    067 30 27.14260(W) AD(       ) 3
 QF1555  NAD 27      -  45 35 51.16300(N)    067 30 29.13800(W) AD(       ) 3
 QF1555
 QF1555.Superseded values are not recommended for survey control.
 QF1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1555.See file dsdata.txt to determine how the superseded data were derived.
 QF1555
 QF1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL1639950424(NAD 83)
 QF1555_MARKER: Z = SEE DESCRIPTION
 QF1555_SETTING: 80 = SET IN A BOULDER
 QF1555_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF1555
 QF1555  HISTORY     - Date     Condition        Report By
 QF1555  HISTORY     - 1917     MONUMENTED       IBC
 QF1555  HISTORY     - 1955     GOOD             IBC
 QF1555  HISTORY     - 1972     POOR             IBC
 QF1555
 QF1555                          STATION DESCRIPTION
 QF1555
 QF1555'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (HOC)
 QF1555'ON THE W SHORE OF THE LARGE ISLAND THAT LIES NW OF---THE NARROWS---IN
 QF1555'SPEDNIK LAKE.  IT IS ABOUT 1/2 MILE SE ALONG THE SHORELINE FROM
 QF1555'THE---MOUTH OF MUSQUASH---.  THERE ARE THREE LARGE BOULDERS THAT ARE
 QF1555'IN LINE WITH SCRAGGY ISLAND AND THE STATION IS ON THE ONE FARTHEST
 QF1555'UPLAKE.
 QF1555'
 QF1555'THIS TRIANGULAR BOULDER IS 6 METERS IN FRONT OF THE TIMBER, IS DOME
 QF1555'SHAPED, MEASURES ABOUT 3.7 BY 4.0 METERS AT THE BASE, AND IS 2
 QF1555'METERS HIGH.
 QF1555'
 QF1555'STATION MARK IS A STANDARD BOUNDARY REFERENCE POST SET IN A DRILL
 QF1555'HOLE IN THE BOULDER.
 QF1555
 QF1555                          STATION RECOVERY (1955)
 QF1555
 QF1555'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1555'STATION RECOVERED IN GOOD CONDITION.
 QF1555
 QF1555                          STATION RECOVERY (1972)
 QF1555
 QF1555'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1555'THIS MONUMENT WAS RECOVERED AS DESCRIBED BY NWS IN 1955 EXCEPT THAT
 QF1555'THE POST WAS CANTED ABOUT 30 DEGREES FROM THE VERTICAL IN A
 QF1555'SOUTHWESTERLY DIRECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1554 ***********************************************************************
 QF1554  DESIGNATION -  REFERENCE MON 105=DARK
 QF1554  PID         -  QF1554
 QF1554  STATE/COUNTY-  ME/WASHINGTON
 QF1554  USGS QUAD   -  LAMBERT LAKE (1988)
 QF1554
 QF1554                         *CURRENT SURVEY CONTROL
 QF1554  ___________________________________________________________________
 QF1554* NAD 83(1996)-  45 34 56.09523(N)    067 29 58.92339(W)     ADJUSTED  
 QF1554* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 QF1554  ___________________________________________________________________
 QF1554  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 QF1554  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 QF1554
 QF1554  HORZ ORDER  -  THIRD
 QF1554
 QF1554.The horizontal coordinates were established by classical geodetic methods
 QF1554.and adjusted by the National Geodetic Survey in March 1998..
 QF1554
 QF1554.The orthometric height was scaled from a topographic map.
 QF1554
 QF1554.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1554
 QF1554.The geoid height was determined by GEOID03.
 QF1554
 QF1554;                    North         East     Units Scale Factor Converg.
 QF1554;SPC ME E     -   213,333.414   378,059.646   MT  0.99997489   +0 42 52.2
 QF1554;UTM  19      - 5,048,728.801   617,042.533   MT  0.99976842   +1 04 18.2
 QF1554
 QF1554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1554!SPC ME E     -   0.99998540  x   0.99997489  =   0.99996029
 QF1554!UTM  19      -   0.99998540  x   0.99976842  =   0.99975383
 QF1554
 QF1554                          SUPERSEDED SURVEY CONTROL
 QF1554
 QF1554  NAD 83(1992)-  45 34 56.09139(N)    067 29 58.92057(W) AD(       ) 3
 QF1554  NAD 83(1986)-  45 34 56.09533(N)    067 29 58.93116(W) AD(       ) 3
 QF1554  NAD 27      -  45 34 55.85900(N)    067 30 00.92900(W) AD(       ) 3
 QF1554
 QF1554.Superseded values are not recommended for survey control.
 QF1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1554.See file dsdata.txt to determine how the superseded data were derived.
 QF1554
 QF1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL1704348729(NAD 83)
 QF1554_MARKER: Z = SEE DESCRIPTION
 QF1554_SETTING: 80 = SET IN A BOULDER
 QF1554_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF1554
 QF1554  HISTORY     - Date     Condition        Report By
 QF1554  HISTORY     - 1911     MONUMENTED       IBC
 QF1554  HISTORY     - 1972     GOOD             IBC
 QF1554
 QF1554                          STATION DESCRIPTION
 QF1554
 QF1554'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (AJB)
 QF1554'ON THE S SHORE OF SPEDNIK LAKE, ABOUT HALFWAY BETWEEN SANDY BAY AND
 QF1554'DARK COVE, WHERE THE SHORE BEGINS TO BEND TOWARD THE LATTER.  THE
 QF1554'STATION IS ON A HUGE ROCK, THE LARGEST IN THIS VICINITY, 28 BY 24
 QF1554'FEET AND 4 FEET ABOVE HIGH WATER, 75 FEET OUTSIDE TREE LINE.
 QF1554'
 QF1554'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE POST
 QF1554'SET IN A DRILL HOLE IN THE ROCK.  TWO CROSSES WITHIN TRIANGLES ARE
 QF1554'CUT IN THE ROCK, ONE IS 0.84 METER UPSTREAM FROM THE STATION MARK,
 QF1554'THE OTHER IS 1.34 METERS DOWNSTREAM FROM THE STATION MARK, THE OTHER
 QF1554'IS 1.34 METERS DOWNSTREAM FROM THE STATION MARK.  A CROSS WITHIN A
 QF1554'TRIANGLE IS ALSO CUT ON A ROCK 8.51 METERS SHOREWARD FROM THE
 QF1554'STATION.
 QF1554
 QF1554                          STATION RECOVERY (1972)
 QF1554
 QF1554'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1554'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0631 ***********************************************************************
 QF0631  DESIGNATION -  REFERENCE MON 106=MUSQUASH RM
 QF0631  PID         -  QF0631
 QF0631  STATE/COUNTY-  ME/WASHINGTON
 QF0631  USGS QUAD   -  VANCEBORO (1988)
 QF0631
 QF0631                         *CURRENT SURVEY CONTROL
 QF0631  ___________________________________________________________________
 QF0631* NAD 83(1996)-  45 35 33.30656(N)    067 29 53.14613(W)     ADJUSTED  
 QF0631* NAVD 88     -       116.     (meters)     381.     (feet)  SCALED    
 QF0631  ___________________________________________________________________
 QF0631  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 QF0631  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 QF0631
 QF0631  HORZ ORDER  -  THIRD
 QF0631
 QF0631.The horizontal coordinates were established by classical geodetic methods
 QF0631.and adjusted by the National Geodetic Survey in March 1998..
 QF0631
 QF0631.The orthometric height was scaled from a topographic map.
 QF0631
 QF0631.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0631
 QF0631.The geoid height was determined by GEOID03.
 QF0631
 QF0631;                    North         East     Units Scale Factor Converg.
 QF0631;SPC ME E     -   214,483.689   378,170.528   MT  0.99997510   +0 42 56.8
 QF0631;UTM  19      - 5,049,879.507   617,146.220   MT  0.99976872   +1 04 23.0
 QF0631
 QF0631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0631!SPC ME E     -   0.99998556  x   0.99997510  =   0.99996066
 QF0631!UTM  19      -   0.99998556  x   0.99976872  =   0.99975428
 QF0631
 QF0631|---------------------------------------------------------------------|
 QF0631| PID    Reference Object                     Distance      Geod. Az  |
 QF0631|                                                           dddmmss.s |
 QF0631| QF0630 MUSQUASH IBC                        138.567 METERS 16801     |
 QF0631| QF1554 REFERENCE MON 105=DARK              APPROX. 1.2 KM 1861318.5 |
 QF0631|---------------------------------------------------------------------|
 QF0631
 QF0631                          SUPERSEDED SURVEY CONTROL
 QF0631
 QF0631  NAD 83(1992)-  45 35 33.30275(N)    067 29 53.14328(W) AD(       ) 3
 QF0631  NAD 83(1986)-  45 35 33.30679(N)    067 29 53.15403(W) AD(       ) 3
 QF0631  NAD 27      -  45 35 33.06717(N)    067 29 55.15225(W) AD(       ) 3
 QF0631
 QF0631.Superseded values are not recommended for survey control.
 QF0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0631.See file dsdata.txt to determine how the superseded data were derived.
 QF0631
 QF0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL1714649880(NAD 83)
 QF0631_MARKER: Z = SEE DESCRIPTION
 QF0631_SETTING: 80 = SET IN A BOULDER
 QF0631_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF0631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0631+STABILITY: SURFACE MOTION
 QF0631
 QF0631  HISTORY     - Date     Condition        Report By
 QF0631  HISTORY     - 1917     MONUMENTED       IBC
 QF0631  HISTORY     - 1972     GOOD             IBC
 QF0631
 QF0631                          STATION DESCRIPTION
 QF0631
 QF0631'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (HOC)
 QF0631'ABOUT 1/3 MILE W OF---THE NARROWS---, IN SPEDNIK LAKE, AND ON THE S
 QF0631'SHORE OF A LARGE ISLAND.  IT IS ON A FLAT ROCK AT THE HIGH - WATER
 QF0631'MARK N 12 DEGREES W, 138.3 METERS FROM TRIANGULATION STATION
 QF0631'MUSQUASH.  THE ROCK IS ABOUT 0.5 METER HIGH, TRIANGULAR IN SHAPE,
 QF0631'WITH SIDES 3.7, 3.7, AND 2.7 METERS IN LENGTH, 30 FEET OUTSIDE OF
 QF0631'TREE LINE ON SW CORNER OF ISLAND.
 QF0631'
 QF0631'STATION MARK IS A STANDARD BOUNDARY REFERENCE POST SET IN A DRILL
 QF0631'HOLE IN THE ROCK.
 QF0631
 QF0631                          STATION RECOVERY (1972)
 QF0631
 QF0631'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF0631'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0623 ***********************************************************************
 QF0623  DESIGNATION -  REFERENCE MON 107=CALF RM
 QF0623  PID         -  QF0623
 QF0623  STATE/COUNTY-  ME/WASHINGTON
 QF0623  USGS QUAD   -  VANCEBORO (1988)
 QF0623
 QF0623                         *CURRENT SURVEY CONTROL
 QF0623  ___________________________________________________________________
 QF0623* NAD 83(1996)-  45 35 35.95726(N)    067 29 31.34486(W)     ADJUSTED  
 QF0623* NAVD 88     -       116.     (meters)     381.     (feet)  SCALED    
 QF0623  ___________________________________________________________________
 QF0623  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 QF0623  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 QF0623
 QF0623  HORZ ORDER  -  THIRD
 QF0623
 QF0623.The horizontal coordinates were established by classical geodetic methods
 QF0623.and adjusted by the National Geodetic Survey in March 1998..
 QF0623
 QF0623.The orthometric height was scaled from a topographic map.
 QF0623
 QF0623.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0623
 QF0623.The geoid height was determined by GEOID03.
 QF0623
 QF0623;                    North         East     Units Scale Factor Converg.
 QF0623;SPC ME E     -   214,571.437   378,641.992   MT  0.99997601   +0 43 12.4
 QF0623;UTM  19      - 5,049,970.175   617,617.031   MT  0.99977008   +1 04 38.6
 QF0623
 QF0623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0623!SPC ME E     -   0.99998556  x   0.99997601  =   0.99996157
 QF0623!UTM  19      -   0.99998556  x   0.99977008  =   0.99975564
 QF0623
 QF0623                          SUPERSEDED SURVEY CONTROL
 QF0623
 QF0623  NAD 83(1992)-  45 35 35.95340(N)    067 29 31.34197(W) AD(       ) 4
 QF0623  NAD 83(1986)-  45 35 35.95745(N)    067 29 31.35291(W) AD(       ) 4
 QF0623  NAD 27      -  45 35 35.72420(N)    067 29 33.35261(W) AD(       ) 3
 QF0623
 QF0623.Superseded values are not recommended for survey control.
 QF0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0623.See file dsdata.txt to determine how the superseded data were derived.
 QF0623
 QF0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL1761749970(NAD 83)
 QF0623_MARKER: Z = SEE DESCRIPTION
 QF0623_SETTING: 80 = SET IN A BOULDER
 QF0623_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF0623
 QF0623  HISTORY     - Date     Condition        Report By
 QF0623  HISTORY     - 1917     MONUMENTED       IBC
 QF0623  HISTORY     - 1972     GOOD             IBC
 QF0623
 QF0623                          STATION DESCRIPTION
 QF0623
 QF0623'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (HOC)
 QF0623'ON THE POINT THAT FORMS THE W SIDE OF---THE NARROWS---IN SPEDNIK
 QF0623'LAKE, N 20 DEGREES 18 MINUTES W, 66.1 METERS FROM TRIANGULATION
 QF0623'STATION HEIFER.  THE STATION IS AT THE EDGE OF THE BUSHES, ON A
 QF0623'PYRAMIDAL BOULDER 1.5 METERS SQUARE AND 0.6 METER HIGH, 100 FEET N OF
 QF0623'THE SE CORNER OF THE TREES ON THE POINT.
 QF0623'
 QF0623'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE POST
 QF0623'SET IN A DRILL HOLE IN THE BOULDER, WITH TWO BULLET HOLES IN THE POST
 QF0623'ON THE LAKESIDE.
 QF0623
 QF0623                          STATION RECOVERY (1972)
 QF0623
 QF0623'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF0623'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0618 ***********************************************************************
 QF0618  DESIGNATION -  REFERENCE MON 108=CROSS
 QF0618  PID         -  QF0618
 QF0618  STATE/COUNTY-  ME/WASHINGTON
 QF0618  USGS QUAD   -  VANCEBORO (1988)
 QF0618
 QF0618                         *CURRENT SURVEY CONTROL
 QF0618  ___________________________________________________________________
 QF0618* NAD 83(1996)-  45 35 34.15029(N)    067 29 11.50353(W)     ADJUSTED  
 QF0618* NAVD 88     -       116.     (meters)     381.     (feet)  SCALED    
 QF0618  ___________________________________________________________________
 QF0618  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 QF0618  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 QF0618
 QF0618  HORZ ORDER  -  THIRD
 QF0618
 QF0618.The horizontal coordinates were established by classical geodetic methods
 QF0618.and adjusted by the National Geodetic Survey in March 1998..
 QF0618
 QF0618.The orthometric height was scaled from a topographic map.
 QF0618
 QF0618.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0618
 QF0618.The geoid height was determined by GEOID03.
 QF0618
 QF0618;                    North         East     Units Scale Factor Converg.
 QF0618;SPC ME E     -   214,521.075   379,072.708   MT  0.99997685   +0 43 26.6
 QF0618;UTM  19      - 5,049,922.510   618,047.963   MT  0.99977133   +1 04 52.8
 QF0618
 QF0618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0618!SPC ME E     -   0.99998556  x   0.99997685  =   0.99996241
 QF0618!UTM  19      -   0.99998556  x   0.99977133  =   0.99975689
 QF0618
 QF0618:                Primary Azimuth Mark                     Grid Az
 QF0618:SPC ME E     -  MUSQUASH IBC                             258 48 10.1
 QF0618:UTM  19      -  MUSQUASH IBC                             258 26 43.9
 QF0618
 QF0618|---------------------------------------------------------------------|
 QF0618| PID    Reference Object                     Distance      Geod. Az  |
 QF0618|                                                           dddmmss.s |
 QF0618| QF0630 MUSQUASH IBC                        APPROX. 0.9 KM 2593136.7 |
 QF0618| QF0622 HEIFER                              407.075 METERS 2690828.3 |
 QF0618| QF0623 REFERENCE MON 107=CALF RM           433.660 METERS 2772335.2 |
 QF0618|---------------------------------------------------------------------|
 QF0618
 QF0618                          SUPERSEDED SURVEY CONTROL
 QF0618
 QF0618  NAD 83(1992)-  45 35 34.14645(N)    067 29 11.50067(W) AD(       ) 3
 QF0618  NAD 83(1986)-  45 35 34.15060(N)    067 29 11.51136(W) AD(       ) 3
 QF0618  NAD 27      -  45 35 33.91883(N)    067 29 13.51042(W) AD(       ) 3
 QF0618
 QF0618.Superseded values are not recommended for survey control.
 QF0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0618.See file dsdata.txt to determine how the superseded data were derived.
 QF0618
 QF0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL1804849923(NAD 83)
 QF0618_MARKER: Z = SEE DESCRIPTION
 QF0618_SETTING: 80 = SET IN A BOULDER
 QF0618_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF0618
 QF0618  HISTORY     - Date     Condition        Report By
 QF0618  HISTORY     - 1917     MONUMENTED       IBC
 QF0618  HISTORY     - 1972     GOOD             IBC
 QF0618
 QF0618                          STATION DESCRIPTION
 QF0618
 QF0618'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (HOC)
 QF0618'ON THE E SHORE OF AND AT THE LOWER END OF---THE NARROWS---IN SPEDNIK
 QF0618'LAKE.  ABOUT 30 METERS N OF THE STATION, A REEF PROJECTS FOR ABOUT
 QF0618'100 METERS INTO THE WATER.  THERE ARE THREE ROCKS OF ABOUT THE SAME
 QF0618'SIZE ON THE SHORE, TWO OF WHICH ARE ABOUT 6 METERS A PART, WHILE THE
 QF0618'THIRD IS ABOUT 45 METERS TO THE S.  THE STATION IS ON THE MOST
 QF0618'NORTHERLY OF THE THREE.  PERPENDICULAR TO THE SHORELINE THIS ROCK
 QF0618'MEASURES 3.7 METERS ACROSS AND PARALLEL TO THE SHORELINE 2.4 METERS.
 QF0618'THE STATION IS 60 FEET OUTSIDE THE TIMBER AND 150 FEET S OF THE
 QF0618'POINT BETWEEN THE TWO BAYS ON THE US SIDE OF---THE NARROWS---.
 QF0618'
 QF0618'STATION MARK IS A BOUNDARY REFERENCE POST SET IN A DRILL HOLE IN THE
 QF0618'ROCK.
 QF0618
 QF0618                          STATION RECOVERY (1972)
 QF0618
 QF0618'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF0618'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0624 ***********************************************************************
 QF0624  DESIGNATION -  REFERENCE MON 109
 QF0624  PID         -  QF0624
 QF0624  STATE/COUNTY-  ME/WASHINGTON
 QF0624  USGS QUAD   -  VANCEBORO (1988)
 QF0624
 QF0624                         *CURRENT SURVEY CONTROL
 QF0624  ___________________________________________________________________
 QF0624* NAD 83(1996)-  45 36 02.73318(N)    067 29 32.24159(W)     ADJUSTED  
 QF0624* NAVD 88     -       116.     (meters)     381.     (feet)  SCALED    
 QF0624  ___________________________________________________________________
 QF0624  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 QF0624  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 QF0624
 QF0624  HORZ ORDER  -  THIRD
 QF0624
 QF0624.The horizontal coordinates were established by classical geodetic methods
 QF0624.and adjusted by the National Geodetic Survey in March 1998..
 QF0624
 QF0624.The orthometric height was scaled from a topographic map.
 QF0624
 QF0624.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0624
 QF0624.The geoid height was determined by GEOID03.
 QF0624
 QF0624;                    North         East     Units Scale Factor Converg.
 QF0624;SPC ME E     -   215,397.765   378,612.171   MT  0.99997595   +0 43 12.1
 QF0624;UTM  19      - 5,050,796.131   617,582.064   MT  0.99976998   +1 04 38.5
 QF0624
 QF0624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0624!SPC ME E     -   0.99998556  x   0.99997595  =   0.99996151
 QF0624!UTM  19      -   0.99998556  x   0.99976998  =   0.99975555
 QF0624
 QF0624:                Primary Azimuth Mark                     Grid Az
 QF0624:SPC ME E     -  PEARCE IBC                               015 53 35.8
 QF0624:UTM  19      -  PEARCE IBC                               015 32 09.4
 QF0624
 QF0624|---------------------------------------------------------------------|
 QF0624| PID    Reference Object                     Distance      Geod. Az  |
 QF0624|                                                           dddmmss.s |
 QF0624| QF0620 PEARCE IBC                          APPROX. 0.5 KM 0163647.9 |
 QF0624| QF0647 REFERENCE MON 111 46                401.605 METERS 1064734.8 |
 QF0624| QF0627 ERLE                                315.900 METERS 20336     |
 QF0624| QF0629 REFERENCE MON 110=GREEN             322.170 METERS 31002     |
 QF0624|---------------------------------------------------------------------|
 QF0624
 QF0624                          SUPERSEDED SURVEY CONTROL
 QF0624
 QF0624  NAD 83(1992)-  45 36 02.72936(N)    067 29 32.23871(W) AD(       ) 3
 QF0624  NAD 83(1986)-  45 36 02.73348(N)    067 29 32.24954(W) AD(       ) 3
 QF0624  NAD 27      -  45 36 02.50300(N)    067 29 34.25000(W) AD(       ) 3
 QF0624
 QF0624.Superseded values are not recommended for survey control.
 QF0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0624.See file dsdata.txt to determine how the superseded data were derived.
 QF0624
 QF0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL1758250796(NAD 83)
 QF0624_MARKER: Z = SEE DESCRIPTION
 QF0624_SETTING: 80 = SET IN A BOULDER
 QF0624_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF0624
 QF0624  HISTORY     - Date     Condition        Report By
 QF0624  HISTORY     - 1917     MONUMENTED       IBC
 QF0624  HISTORY     - 1972     GOOD             IBC
 QF0624
 QF0624                          STATION DESCRIPTION
 QF0624
 QF0624'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (HOC)
 QF0624'ON THE MOST WESTERLY OF THREE SMALL ISLANDS ON THE UNITED STATES
 QF0624'SIDE OF THE BOUNDARY AT THE MOUTH OF---THE NARROWS---IN SPEDNIK LAKE.
 QF0624'IT IS ON THE GREEN BAY END OF THE ISLAND, ON A ROCK 3 BY 5 FEET AND
 QF0624'1 FOOT HIGH.  STATION IS JUST OUTSIDE THE TREE LINE, 8 FEET S OF THE
 QF0624'N END OF THE TREES, AND IS PROBABLY COVERED BY EXTREME HIGH WATER.
 QF0624'
 QF0624'STATION MARK IS A BOUNDARY REFERENCE POST SET IN A DRILL HOLE IN
 QF0624'THE ROCK.
 QF0624
 QF0624                          STATION RECOVERY (1972)
 QF0624
 QF0624'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF0624'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1847 ***********************************************************************
 QF1847  DESIGNATION -  REFERENCE MON 11
 QF1847  PID         -  QF1847
 QF1847  STATE/COUNTY-  ME/AROOSTOOK
 QF1847  USGS QUAD   -  NORTH AMITY (1989)
 QF1847
 QF1847                         *CURRENT SURVEY CONTROL
 QF1847  ___________________________________________________________________
 QF1847* NAD 83(1996)-  45 53 19.80287(N)    067 47 39.67812(W)     ADJUSTED  
 QF1847* NAVD 88     -       134.     (meters)     440.     (feet)  SCALED    
 QF1847  ___________________________________________________________________
 QF1847  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 QF1847  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 QF1847
 QF1847  HORZ ORDER  -  THIRD
 QF1847
 QF1847.The horizontal coordinates were established by classical geodetic methods
 QF1847.and adjusted by the National Geodetic Survey in March 1998..
 QF1847
 QF1847.The orthometric height was scaled from a topographic map.
 QF1847
 QF1847.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1847
 QF1847.The geoid height was determined by GEOID03.
 QF1847
 QF1847;                    North         East     Units Scale Factor Converg.
 QF1847;SPC ME E     -   247,161.221   354,765.433   MT  0.99993686   +0 30 24.0
 QF1847;UTM  19      - 5,082,403.008   593,542.456   MT  0.99970757   +0 51 56.5
 QF1847
 QF1847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1847!SPC ME E     -   0.99998272  x   0.99993686  =   0.99991958
 QF1847!UTM  19      -   0.99998272  x   0.99970757  =   0.99969030
 QF1847
 QF1847                          SUPERSEDED SURVEY CONTROL
 QF1847
 QF1847  NAD 83(1992)-  45 53 19.80009(N)    067 47 39.67667(W) AD(       ) 4
 QF1847  NAD 83(1986)-  45 53 19.51257(N)    067 47 38.76191(W) AD(       ) 4
 QF1847  NAD 27      -  45 53 19.71623(N)    067 47 41.84098(W) AD(       ) 3
 QF1847
 QF1847.Superseded values are not recommended for survey control.
 QF1847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1847.See file dsdata.txt to determine how the superseded data were derived.
 QF1847
 QF1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9354282403(NAD 83)
 QF1847_MARKER: Z = SEE DESCRIPTION
 QF1847_SETTING: 0 = UNSPECIFIED SETTING
 QF1847
 QF1847  HISTORY     - Date     Condition        Report By
 QF1847  HISTORY     - 1917     MONUMENTED       IBC
 QF1847  HISTORY     - 1972     GOOD             IBC
 QF1847
 QF1847                          STATION DESCRIPTION
 QF1847
 QF1847'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (HOC)
 QF1847'ON MONUMENT BROOK, ABOUT 1-3/4 MILES ABOVE THE MOUTH OF GREENLEAF
 QF1847'BROOK, 1.5 METERS FROM THE EDGE OF THE WATER, ON A ROCK THAT MEASURES
 QF1847'2.3 BY 1.7 BY 0.9 METERS.  PERCH TABLET IS SET IN THE SAME ROCK, 0.8
 QF1847'METER E OF THE MONUMENT.
 QF1847'
 QF1847'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE POST
 QF1847'SET IN A DRILL HOLE IN THE HIGHEST POINT OF THE ROCK.
 QF1847
 QF1847                          STATION RECOVERY (1972)
 QF1847
 QF1847'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1847'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0629 ***********************************************************************
 QF0629  DESIGNATION -  REFERENCE MON 110=GREEN
 QF0629  PID         -  QF0629
 QF0629  STATE/COUNTY-  ME/WASHINGTON
 QF0629  USGS QUAD   -  VANCEBORO (1988)
 QF0629
 QF0629                         *CURRENT SURVEY CONTROL
 QF0629  ___________________________________________________________________
 QF0629* NAD 83(1996)-  45 36 09.44569(N)    067 29 43.62389(W)     ADJUSTED  
 QF0629* NAVD 88     -       116.     (meters)     381.     (feet)  SCALED    
 QF0629  ___________________________________________________________________
 QF0629  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 QF0629  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 QF0629
 QF0629  HORZ ORDER  -  THIRD
 QF0629
 QF0629.The horizontal coordinates were established by classical geodetic methods
 QF0629.and adjusted by the National Geodetic Survey in March 1998..
 QF0629
 QF0629.The orthometric height was scaled from a topographic map.
 QF0629
 QF0629.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0629
 QF0629.The geoid height was determined by GEOID03.
 QF0629
 QF0629;                    North         East     Units Scale Factor Converg.
 QF0629;SPC ME E     -   215,601.886   378,362.925   MT  0.99997547   +0 43 04.0
 QF0629;UTM  19      - 5,050,998.651   617,331.602   MT  0.99976925   +1 04 30.5
 QF0629
 QF0629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0629!SPC ME E     -   0.99998556  x   0.99997547  =   0.99996103
 QF0629!UTM  19      -   0.99998556  x   0.99976925  =   0.99975482
 QF0629
 QF0629:                Primary Azimuth Mark                     Grid Az
 QF0629:SPC ME E     -  PEARCE IBC                               054 01 35.7
 QF0629:UTM  19      -  PEARCE IBC                               053 40 09.2
 QF0629
 QF0629|---------------------------------------------------------------------|
 QF0629| PID    Reference Object                     Distance      Geod. Az  |
 QF0629|                                                           dddmmss.s |
 QF0629| QF0620 PEARCE IBC                          478.746 METERS 0544439.7 |
 QF0629| QF0624 REFERENCE MON 109                   322.170 METERS 13002     |
 QF0629| QF0627 ERLE                                APPROX. 0.5 KM 1662331.0 |
 QF0629|---------------------------------------------------------------------|
 QF0629
 QF0629                          SUPERSEDED SURVEY CONTROL
 QF0629
 QF0629  NAD 83(1992)-  45 36 09.44187(N)    067 29 43.62101(W) AD(       ) 3
 QF0629  NAD 83(1986)-  45 36 09.44598(N)    067 29 43.63187(W) AD(       ) 3
 QF0629  NAD 27      -  45 36 09.21400(N)    067 29 45.63100(W) AD(       ) 3
 QF0629
 QF0629.Superseded values are not recommended for survey control.
 QF0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0629.See file dsdata.txt to determine how the superseded data were derived.
 QF0629
 QF0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL1733250999(NAD 83)
 QF0629_MARKER: Z = SEE DESCRIPTION
 QF0629_SETTING: 80 = SET IN A BOULDER
 QF0629_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF0629
 QF0629  HISTORY     - Date     Condition        Report By
 QF0629  HISTORY     - 1917     MONUMENTED       IBC
 QF0629  HISTORY     - 1972     SEE DESCRIPTION  IBC
 QF0629
 QF0629                          STATION DESCRIPTION
 QF0629
 QF0629'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (HOC)
 QF0629'ON A SMALL ISLAND IN THE MOUTH OF GREEN BAY, ON THE CHANNEL END OF
 QF0629'THE ISLAND, WELL ABOVE THE HIGH - WATER MARK, ON A TRIANGULAR ROCK
 QF0629'APPROXIMATELY 10 FEET ON EACH SIDE AND ABOUT 2-1/2 FEET HIGH.  THE
 QF0629'STATION ROCK IS ABOUT THE CENTER OF THE POINT, 200 FEET S OF THE TREE
 QF0629'LINE, AND ABOUT ON HIGH - WATER LINE.
 QF0629'
 QF0629'STATION MARK IS A BOUNDARY REFERENCE POST SET IN A DRILL HOLE IN THE
 QF0629'ROCK.
 QF0629
 QF0629                          STATION RECOVERY (1972)
 QF0629
 QF0629'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF0629'THIS MONUMENT WAS RECOVERED AS DESCRIBED EXCEPT THAT THE POST WAS
 QF0629'BROKEN OFF AND ONLY THE SHANK REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0647 ***********************************************************************
 QF0647  DESIGNATION -  REFERENCE MON 111 46
 QF0647  PID         -  QF0647
 QF0647  STATE/COUNTY-  ME/WASHINGTON
 QF0647  USGS QUAD   -  VANCEBORO (1988)
 QF0647
 QF0647                         *CURRENT SURVEY CONTROL
 QF0647  ___________________________________________________________________
 QF0647* NAD 83(1996)-  45 35 58.97453(N)    067 29 14.50097(W)     ADJUSTED  
 QF0647* NAVD 88     -       116.     (meters)     381.     (feet)  SCALED    
 QF0647  ___________________________________________________________________
 QF0647  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 QF0647  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 QF0647
 QF0647  HORZ ORDER  -  THIRD
 QF0647
 QF0647.The horizontal coordinates were established by classical geodetic methods
 QF0647.and adjusted by the National Geodetic Survey in March 1998..
 QF0647
 QF0647.The orthometric height was scaled from a topographic map.
 QF0647
 QF0647.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0647
 QF0647.The geoid height was determined by GEOID03.
 QF0647
 QF0647;                    North         East     Units Scale Factor Converg.
 QF0647;SPC ME E     -   215,286.579   378,998.068   MT  0.99997670   +0 43 24.7
 QF0647;UTM  19      - 5,050,687.376   617,968.567   MT  0.99977110   +1 04 51.1
 QF0647
 QF0647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0647!SPC ME E     -   0.99998556  x   0.99997670  =   0.99996226
 QF0647!UTM  19      -   0.99998556  x   0.99977110  =   0.99975666
 QF0647
 QF0647:                Primary Azimuth Mark                     Grid Az
 QF0647:SPC ME E     -  LINDSAY IBC                              039 41 50.5
 QF0647:UTM  19      -  LINDSAY IBC                              039 20 24.1
 QF0647
 QF0647|---------------------------------------------------------------------|
 QF0647| PID    Reference Object                     Distance      Geod. Az  |
 QF0647|                                                           dddmmss.s |
 QF0647| QF0615 LINDSAY IBC                         APPROX. 1.0 KM 0402515.2 |
 QF0647| QF0617 MORRISON                            353.954 METERS 10337     |
 QF0647|---------------------------------------------------------------------|
 QF0647
 QF0647                          SUPERSEDED SURVEY CONTROL
 QF0647
 QF0647  NAD 83(1992)-  45 35 58.97070(N)    067 29 14.49810(W) AD(       ) 3
 QF0647  NAD 83(1986)-  45 35 58.97485(N)    067 29 14.50891(W) AD(       ) 3
 QF0647  NAD 27      -  45 35 58.74500(N)    067 29 16.51100(W) AD(       ) 3
 QF0647
 QF0647.Superseded values are not recommended for survey control.
 QF0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0647.See file dsdata.txt to determine how the superseded data were derived.
 QF0647
 QF0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL1796950687(NAD 83)
 QF0647_MARKER: Z = SEE DESCRIPTION
 QF0647_SETTING: 80 = SET IN A BOULDER
 QF0647_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF0647
 QF0647  HISTORY     - Date     Condition        Report By
 QF0647  HISTORY     - 1946     MONUMENTED       IBC
 QF0647  HISTORY     - 1955     GOOD             IBC
 QF0647
 QF0647                          STATION DESCRIPTION
 QF0647
 QF0647'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF0647'ON THE MOST EASTERLY OF THE THREE SMALL ISLANDS ON THE UNITED STATES
 QF0647'SIDE OF THE BOUNDARY N OF---THE NARROWS---IN SPEDNIK LAKE.  INDIAN
 QF0647'CHANNEL IS SE OF THIS ISLAND.  THE STATION IS ON THE HIGHEST PART OF
 QF0647'THE ISLAND, IN A RIDGE - SHAPED ROCK WITH A BASE 1 BY 1.5 METERS
 QF0647'AND 0.6 METER HIGH.  A CUBE - SHAPED ROCK 3 FEET ON A SIDE WITH A
 QF0647'4 - INCH BLACK - AND - WHITE POLE 8 FEET HIGH BESIDE IT IS ABOUT 2
 QF0647'METERS E OF THE STATION.
 QF0647'
 QF0647'STATION MARK IS A BOUNDARY REFERENCE POST SET IN A DRILL HOLE IN THE
 QF0647'ROCK.
 QF0647
 QF0647                          STATION RECOVERY (1955)
 QF0647
 QF0647'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF0647'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0646 ***********************************************************************
 QF0646  DESIGNATION -  REFERENCE MON 111=LINE
 QF0646  PID         -  QF0646
 QF0646  STATE/COUNTY-  ME/WASHINGTON
 QF0646  USGS QUAD   -  VANCEBORO (1988)
 QF0646
 QF0646                         *CURRENT SURVEY CONTROL
 QF0646  ___________________________________________________________________
 QF0646* NAD 83(1996)-  45 35 58.98734(N)    067 29 14.49352(W)     ADJUSTED  
 QF0646* NAVD 88     -       116.     (meters)     381.     (feet)  SCALED    
 QF0646  ___________________________________________________________________
 QF0646  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 QF0646  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 QF0646
 QF0646  HORZ ORDER  -  THIRD
 QF0646
 QF0646.The horizontal coordinates were established by classical geodetic methods
 QF0646.and adjusted by the National Geodetic Survey in March 1998..
 QF0646
 QF0646.The orthometric height was scaled from a topographic map.
 QF0646
 QF0646.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0646
 QF0646.The geoid height was determined by GEOID03.
 QF0646
 QF0646;                    North         East     Units Scale Factor Converg.
 QF0646;SPC ME E     -   215,286.976   378,998.224   MT  0.99997670   +0 43 24.7
 QF0646;UTM  19      - 5,050,687.774   617,968.721   MT  0.99977110   +1 04 51.1
 QF0646
 QF0646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0646!SPC ME E     -   0.99998556  x   0.99997670  =   0.99996226
 QF0646!UTM  19      -   0.99998556  x   0.99977110  =   0.99975666
 QF0646
 QF0646:                Primary Azimuth Mark                     Grid Az
 QF0646:SPC ME E     -  REFERENCE MON 112=END                    028 29 22.9
 QF0646:UTM  19      -  REFERENCE MON 112=END                    028 07 56.5
 QF0646
 QF0646|---------------------------------------------------------------------|
 QF0646| PID    Reference Object                     Distance      Geod. Az  |
 QF0646|                                                           dddmmss.s |
 QF0646| QF0616 REFERENCE MON 112=END               APPROX. 0.9 KM 0291247.6 |
 QF0646| QF0617 MORRISON                            353.891 METERS 10341     |
 QF0646|---------------------------------------------------------------------|
 QF0646
 QF0646                          SUPERSEDED SURVEY CONTROL
 QF0646
 QF0646  NAD 83(1992)-  45 35 58.98351(N)    067 29 14.49065(W) AD(       ) 3
 QF0646  NAD 83(1986)-  45 35 58.98767(N)    067 29 14.50146(W) AD(       ) 3
 QF0646  NAD 27      -  45 35 58.75735(N)    067 29 16.50449(W) AD(       ) 3
 QF0646
 QF0646.Superseded values are not recommended for survey control.
 QF0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0646.See file dsdata.txt to determine how the superseded data were derived.
 QF0646
 QF0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL1796950688(NAD 83)
 QF0646_MARKER: Z = SEE DESCRIPTION
 QF0646_SETTING: 80 = SET IN A BOULDER
 QF0646_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF0646
 QF0646  HISTORY     - Date     Condition        Report By
 QF0646  HISTORY     - 1917     MONUMENTED       IBC
 QF0646  HISTORY     - 1972     GOOD             IBC
 QF0646
 QF0646                          STATION DESCRIPTION
 QF0646
 QF0646'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (HOC)
 QF0646'ON THE EASTERNMOST OF THE THREE SMALL ISLANDS ON THE UNITED STATES
 QF0646'SIDE OF THE BOUNDARY NORTH OF---THE NARROWS---IN SPEDNIK LAKE.
 QF0646'INDIAN CHANNEL IS SOUTHEAST OF THIS ISLAND.  THE STATION IS ON THE
 QF0646'HIGHEST PART OF THE ISLAND ON A PYRAMIDAL ROCK WITH A BASE 1 BY 1.5
 QF0646'METERS AND 0.6 METER HIGH.
 QF0646'
 QF0646'STATION MARK--A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE POST
 QF0646'SET IN A DRILL HOLE IN THE ROCK.
 QF0646
 QF0646                          STATION RECOVERY (1972)
 QF0646
 QF0646'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF0646'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0616 ***********************************************************************
 QF0616  DESIGNATION -  REFERENCE MON 112=END
 QF0616  PID         -  QF0616
 QF0616  STATE/COUNTY-  ME/WASHINGTON
 QF0616  USGS QUAD   -  VANCEBORO (1988)
 QF0616
 QF0616                         *CURRENT SURVEY CONTROL
 QF0616  ___________________________________________________________________
 QF0616* NAD 83(1996)-  45 36 25.37561(N)    067 28 53.46981(W)     ADJUSTED  
 QF0616* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 QF0616  ___________________________________________________________________
 QF0616  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 QF0616  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 QF0616
 QF0616  HORZ ORDER  -  THIRD
 QF0616
 QF0616.The horizontal coordinates were established by classical geodetic methods
 QF0616.and adjusted by the National Geodetic Survey in March 1998..
 QF0616
 QF0616.The orthometric height was scaled from a topographic map.
 QF0616
 QF0616.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0616
 QF0616.The geoid height was determined by GEOID03.
 QF0616
 QF0616;                    North         East     Units Scale Factor Converg.
 QF0616;SPC ME E     -   216,107.353   379,443.460   MT  0.99997757   +0 43 40.1
 QF0616;UTM  19      - 5,051,510.743   618,408.742   MT  0.99977238   +1 05 06.6
 QF0616
 QF0616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0616!SPC ME E     -   0.99998541  x   0.99997757  =   0.99996298
 QF0616!UTM  19      -   0.99998541  x   0.99977238  =   0.99975779
 QF0616
 QF0616|---------------------------------------------------------------------|
 QF0616| PID    Reference Object                     Distance      Geod. Az  |
 QF0616|                                                           dddmmss.s |
 QF0616| QF0615 LINDSAY IBC                         220.817 METERS 09544     |
 QF0616| QF0613 REFERENCE MON 113=COLDWATER         APPROX. 1.2 KM 1354919.1 |
 QF0616|---------------------------------------------------------------------|
 QF0616
 QF0616                          SUPERSEDED SURVEY CONTROL
 QF0616
 QF0616  NAD 83(1992)-  45 36 25.37177(N)    067 28 53.46692(W) AD(       ) 3
 QF0616  NAD 83(1986)-  45 36 25.37601(N)    067 28 53.47782(W) AD(       ) 3
 QF0616  NAD 27      -  45 36 25.14400(N)    067 28 55.48300(W) AD(       ) 3
 QF0616
 QF0616.Superseded values are not recommended for survey control.
 QF0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0616.See file dsdata.txt to determine how the superseded data were derived.
 QF0616
 QF0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL1840951511(NAD 83)
 QF0616_MARKER: Z = SEE DESCRIPTION
 QF0616_SETTING: 80 = SET IN A BOULDER
 QF0616_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF0616
 QF0616  HISTORY     - Date     Condition        Report By
 QF0616  HISTORY     - 1917     MONUMENTED       IBC
 QF0616  HISTORY     - 1972     GOOD             IBC
 QF0616
 QF0616                          STATION DESCRIPTION
 QF0616
 QF0616'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (HOC)
 QF0616'ABOUT AT HIGH WATER LEVEL, ON A LIGHT - COLORED, IRREGULAR, PYRAMIDAL
 QF0616'ROCK IN A SMALL BAY ON THE W SIDE OF THE SE POINT OF LINDSAY ISLAND
 QF0616'IN SPEDNIK LAKE, DIRECTLY ACROSS THE LAKE FROM COLD WATER TAVERN.  AT
 QF0616'LOW WATER, THIS ROCK IS 75 FEET INLAND FROM THE WATER LINE, A LITTLE
 QF0616'NEARER THE W SIDE OF THE BAY, AMONG A GROUP OF BOULDERS, AND IS
 QF0616'220.9 METERS W OF STATION LINDSAY.  THE STATION IS ON A LOW SPOT ON
 QF0616'A ROCK ABOUT 9 FEET IN DIAMETER AND 5 FEET HIGH.
 QF0616'
 QF0616'STATION MARK IS A BOUNDARY REFERENCE POST SET IN A DRILL HOLE IN THE
 QF0616'ROCK.
 QF0616
 QF0616                          STATION RECOVERY (1972)
 QF0616
 QF0616'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF0616'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0613 ***********************************************************************
 QF0613  DESIGNATION -  REFERENCE MON 113=COLDWATER
 QF0613  PID         -  QF0613
 QF0613  STATE/COUNTY-  ME/WASHINGTON
 QF0613  USGS QUAD   -  VANCEBORO (1988)
 QF0613
 QF0613                         *CURRENT SURVEY CONTROL
 QF0613  ___________________________________________________________________
 QF0613* NAD 83(1996)-  45 35 56.71500(N)    067 28 13.79932(W)     ADJUSTED  
 QF0613* NAVD 88     -       116.     (meters)     381.     (feet)  SCALED    
 QF0613  ___________________________________________________________________
 QF0613  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 QF0613  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 QF0613
 QF0613  HORZ ORDER  -  THIRD
 QF0613
 QF0613.The horizontal coordinates were established by classical geodetic methods
 QF0613.and adjusted by the National Geodetic Survey in March 1998..
 QF0613
 QF0613.The orthometric height was scaled from a topographic map.
 QF0613
 QF0613.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0613
 QF0613.The geoid height was determined by GEOID03.
 QF0613
 QF0613;                    North         East     Units Scale Factor Converg.
 QF0613;SPC ME E     -   215,233.578   380,314.367   MT  0.99997928   +0 44 08.1
 QF0613;UTM  19      - 5,050,642.594   619,284.902   MT  0.99977494   +1 05 34.4
 QF0613
 QF0613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0613!SPC ME E     -   0.99998556  x   0.99997928  =   0.99996484
 QF0613!UTM  19      -   0.99998556  x   0.99977494  =   0.99976050
 QF0613
 QF0613:                Primary Azimuth Mark                     Grid Az
 QF0613:SPC ME E     -  PEARCE IBC                               292 33 10.1
 QF0613:UTM  19      -  PEARCE IBC                               292 11 43.8
 QF0613
 QF0613|---------------------------------------------------------------------|
 QF0613| PID    Reference Object                     Distance      Geod. Az  |
 QF0613|                                                           dddmmss.s |
 QF0613| QF0620 PEARCE IBC                          APPROX. 1.7 KM 2931718.2 |
 QF0613|---------------------------------------------------------------------|
 QF0613
 QF0613                          SUPERSEDED SURVEY CONTROL
 QF0613
 QF0613  NAD 83(1992)-  45 35 56.71115(N)    067 28 13.79645(W) AD(       ) 3
 QF0613  NAD 83(1986)-  45 35 56.71545(N)    067 28 13.80719(W) AD(       ) 3
 QF0613  NAD 27      -  45 35 56.48600(N)    067 28 15.81400(W) AD(       ) 3
 QF0613
 QF0613.Superseded values are not recommended for survey control.
 QF0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0613.See file dsdata.txt to determine how the superseded data were derived.
 QF0613
 QF0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL1928550643(NAD 83)
 QF0613_MARKER: Z = SEE DESCRIPTION
 QF0613_SETTING: 0 = UNSPECIFIED SETTING
 QF0613_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QF0613
 QF0613  HISTORY     - Date     Condition        Report By
 QF0613  HISTORY     - 1917     MONUMENTED       IBC
 QF0613  HISTORY     - 1972     GOOD             IBC
 QF0613
 QF0613                          STATION DESCRIPTION
 QF0613
 QF0613'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (HOC)
 QF0613'ON THE S SHORE OF SPEDNIK LAKE, ABOUT 2/5 MILE W OF HALEY POINT, 30
 QF0613'METERS W OF COLD WATER TAVERN, 11 METERS IN FROM THE EDGE OF TREES,
 QF0613'AND 50 METERS FROM THE WATERS EDGE AT LOW WATER.  A LONE POINTED
 QF0613'BOULDER 10 BY 9 FEET AND 6 FEET HIGH IS 38 METERS LAKEWARD.
 QF0613'
 QF0613'STATION MARK IS A BOUNDARY REFERENCE POST SET IN A CONCRETE BASE.
 QF0613
 QF0613                          STATION RECOVERY (1972)
 QF0613
 QF0613'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF0613'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0611 ***********************************************************************
 QF0611  DESIGNATION -  REFERENCE MON 114=DIGGITY
 QF0611  PID         -  QF0611
 QF0611  STATE/COUNTY-  ME/WASHINGTON
 QF0611  USGS QUAD   -  VANCEBORO (1988)
 QF0611
 QF0611                         *CURRENT SURVEY CONTROL
 QF0611  ___________________________________________________________________
 QF0611* NAD 83(1996)-  45 36 31.60245(N)    067 27 29.60166(W)     ADJUSTED  
 QF0611* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 QF0611  ___________________________________________________________________
 QF0611  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 QF0611  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 QF0611
 QF0611  HORZ ORDER  -  THIRD
 QF0611
 QF0611.The horizontal coordinates were established by classical geodetic methods
 QF0611.and adjusted by the National Geodetic Survey in March 1998..
 QF0611
 QF0611.The orthometric height was scaled from a topographic map.
 QF0611
 QF0611.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0611
 QF0611.The geoid height was determined by GEOID03.
 QF0611
 QF0611;                    North         East     Units Scale Factor Converg.
 QF0611;SPC ME E     -   216,322.924   381,258.147   MT  0.99998115   +0 44 40.1
 QF0611;UTM  19      - 5,051,737.582   620,221.678   MT  0.99977770   +1 06 06.7
 QF0611
 QF0611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0611!SPC ME E     -   0.99998540  x   0.99998115  =   0.99996655
 QF0611!UTM  19      -   0.99998540  x   0.99977770  =   0.99976311
 QF0611
 QF0611:                Primary Azimuth Mark                     Grid Az
 QF0611:SPC ME E     -  REFERENCE MON 116=MIST                   113 21 05.3
 QF0611:UTM  19      -  REFERENCE MON 116=MIST                   112 59 38.7
 QF0611
 QF0611|---------------------------------------------------------------------|
 QF0611| PID    Reference Object                     Distance      Geod. Az  |
 QF0611|                                                           dddmmss.s |
 QF0611| QF0602 REFERENCE MON 116=MIST              APPROX. 1.1 KM 1140545.4 |
 QF0611|---------------------------------------------------------------------|
 QF0611
 QF0611                          SUPERSEDED SURVEY CONTROL
 QF0611
 QF0611  NAD 83(1992)-  45 36 31.59860(N)    067 27 29.59875(W) AD(       ) 3
 QF0611  NAD 83(1986)-  45 36 31.60302(N)    067 27 29.60958(W) AD(       ) 3
 QF0611  NAD 27      -  45 36 31.37400(N)    067 27 31.62200(W) AD(       ) 3
 QF0611
 QF0611.Superseded values are not recommended for survey control.
 QF0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0611.See file dsdata.txt to determine how the superseded data were derived.
 QF0611
 QF0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2022251738(NAD 83)
 QF0611_MARKER: Z = SEE DESCRIPTION
 QF0611_SETTING: 80 = SET IN A BOULDER
 QF0611_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF0611
 QF0611  HISTORY     - Date     Condition        Report By
 QF0611  HISTORY     - 1917     MONUMENTED       IBC
 QF0611  HISTORY     - 1972     GOOD             IBC
 QF0611
 QF0611                          STATION DESCRIPTION
 QF0611
 QF0611'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (HOC)
 QF0611'ON A SMALL ISLAND IN SPEDNIK LAKE, ON THE E SIDE OF DIGGITY GAP.
 QF0611'THERE ARE THREE ISLANDS ON THE E SIDE OF THE GAP.  THE STATION IS ON
 QF0611'THE SMALLEST AND MOST WESTERLY OF THE THREE.  IT IS ON THE S SIDE OF
 QF0611'THE ISLAND, ON A BOULDER WITH A BASE ABOUT 3 BY 3 METERS AND 1.5
 QF0611'METERS HIGH, JUST OUTSIDE THE HIGH - WATER LINE.
 QF0611'
 QF0611'STATION MARK IS THE CENTER OF THE SHANK OF A BOUNDARY REFERENCE POST,
 QF0611'BROKEN OFF 1/2 INCH BELOW THE SURFACE, SET IN A DRILL HOLE IN THE
 QF0611'ROCK.
 QF0611
 QF0611                          STATION RECOVERY (1972)
 QF0611
 QF0611'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF0611'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0638 ***********************************************************************
 QF0638  DESIGNATION -  REFERENCE MON 115
 QF0638  PID         -  QF0638
 QF0638  STATE/COUNTY-  ME/WASHINGTON
 QF0638  USGS QUAD   -  VANCEBORO (1988)
 QF0638
 QF0638                         *CURRENT SURVEY CONTROL
 QF0638  ___________________________________________________________________
 QF0638* NAD 83(1996)-  45 36 00.32048(N)    067 27 18.83010(W)     ADJUSTED  
 QF0638* NAVD 88     -       119.     (meters)     390.     (feet)  SCALED    
 QF0638  ___________________________________________________________________
 QF0638  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 QF0638  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 QF0638
 QF0638  HORZ ORDER  -  THIRD
 QF0638
 QF0638.The horizontal coordinates were established by classical geodetic methods
 QF0638.and adjusted by the National Geodetic Survey in March 1998..
 QF0638
 QF0638.The orthometric height was scaled from a topographic map.
 QF0638
 QF0638.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0638
 QF0638.The geoid height was determined by GEOID03.
 QF0638
 QF0638;                    North         East     Units Scale Factor Converg.
 QF0638;SPC ME E     -   215,360.286   381,504.112   MT  0.99998165   +0 44 47.4
 QF0638;UTM  19      - 5,050,776.692   620,473.591   MT  0.99977844   +1 06 13.8
 QF0638
 QF0638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0638!SPC ME E     -   0.99998509  x   0.99998165  =   0.99996674
 QF0638!UTM  19      -   0.99998509  x   0.99977844  =   0.99976353
 QF0638
 QF0638:                Primary Azimuth Mark                     Grid Az
 QF0638:SPC ME E     -  REFERENCE MON 116=MIST                   056 17 11.0
 QF0638:UTM  19      -  REFERENCE MON 116=MIST                   055 55 44.6
 QF0638
 QF0638|---------------------------------------------------------------------|
 QF0638| PID    Reference Object                     Distance      Geod. Az  |
 QF0638|                                                           dddmmss.s |
 QF0638| QF0602 REFERENCE MON 116=MIST              APPROX. 0.9 KM 0570158.4 |
 QF0638| QF0610 BETULA IBC BIRCH                     24.774 METERS 09800     |
 QF0638| QF0639 REFERENCE MON 115A                    5.035 METERS 24721     |
 QF0638|---------------------------------------------------------------------|
 QF0638
 QF0638                          SUPERSEDED SURVEY CONTROL
 QF0638
 QF0638  NAD 83(1992)-  45 36 00.31661(N)    067 27 18.82720(W) AD(       ) 3
 QF0638  NAD 83(1986)-  45 36 00.32101(N)    067 27 18.83788(W) AD(       ) 3
 QF0638  NAD 27      -  45 36 00.09169(N)    067 27 20.84860(W) AD(       ) 3
 QF0638
 QF0638.Superseded values are not recommended for survey control.
 QF0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0638.See file dsdata.txt to determine how the superseded data were derived.
 QF0638
 QF0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2047450777(NAD 83)
 QF0638_MARKER: Z = SEE DESCRIPTION
 QF0638_SETTING: 80 = SET IN A BOULDER
 QF0638_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF0638
 QF0638  HISTORY     - Date     Condition        Report By
 QF0638  HISTORY     - 1917     MONUMENTED       IBC
 QF0638  HISTORY     - 1972     GOOD             IBC
 QF0638
 QF0638                          STATION DESCRIPTION
 QF0638
 QF0638'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (HOC)
 QF0638'ON THE W SIDE OF BIRCH POINT, WHICH IS ON THE W SIDE OF THE
 QF0638'ENTRANCE TO MOLLIE COVE, ABOUT 3 MILES ABOVE VANCEBORO, MAINE.  IT
 QF0638'IS ON THE LARGEST ROCK ON THE POINT, 15 FEET IN DIAMETER AND 10 FEET
 QF0638'HIGH, AND JUST OUTSIDE THE EDGE OF TREES.  A SIMILAR ROCK ADJOINS IT
 QF0638'ON THE W AND SOMEWHAT INSHORE.
 QF0638'
 QF0638'STATION MARK IS A BOUNDARY REFERENCE POST SET IN A DRILL HOLE IN THE
 QF0638'ROCK.
 QF0638'
 QF0638'STATION BETULA IS 81.31 FEET E AND REFERENCE MONUMENT 115 - A IS
 QF0638'16.46 FEET SW.
 QF0638
 QF0638                          STATION RECOVERY (1972)
 QF0638
 QF0638'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF0638'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0639 ***********************************************************************
 QF0639  DESIGNATION -  REFERENCE MON 115A
 QF0639  PID         -  QF0639
 QF0639  STATE/COUNTY-  ME/WASHINGTON
 QF0639  USGS QUAD   -  VANCEBORO (1988)
 QF0639
 QF0639                         *CURRENT SURVEY CONTROL
 QF0639  ___________________________________________________________________
 QF0639* NAD 83(1996)-  45 36 00.25768(N)    067 27 19.04449(W)     ADJUSTED  
 QF0639* NAVD 88     -       119.     (meters)     390.     (feet)  SCALED    
 QF0639  ___________________________________________________________________
 QF0639  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 QF0639  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 QF0639
 QF0639  HORZ ORDER  -  THIRD
 QF0639
 QF0639.The horizontal coordinates were established by classical geodetic methods
 QF0639.and adjusted by the National Geodetic Survey in March 1998..
 QF0639
 QF0639.The orthometric height was scaled from a topographic map.
 QF0639
 QF0639.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0639
 QF0639.The geoid height was determined by GEOID03.
 QF0639
 QF0639;                    North         East     Units Scale Factor Converg.
 QF0639;SPC ME E     -   215,358.287   381,499.492   MT  0.99998164   +0 44 47.3
 QF0639;UTM  19      - 5,050,774.664   620,468.984   MT  0.99977843   +1 06 13.6
 QF0639
 QF0639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0639!SPC ME E     -   0.99998509  x   0.99998164  =   0.99996673
 QF0639!UTM  19      -   0.99998509  x   0.99977843  =   0.99976352
 QF0639
 QF0639                          SUPERSEDED SURVEY CONTROL
 QF0639
 QF0639  NAD 83(1992)-  45 36 00.25381(N)    067 27 19.04158(W) AD(       ) 3
 QF0639  NAD 83(1986)-  45 36 00.25821(N)    067 27 19.05226(W) AD(       ) 3
 QF0639  NAD 27      -  45 36 00.02889(N)    067 27 21.06298(W) AD(       ) 3
 QF0639
 QF0639.Superseded values are not recommended for survey control.
 QF0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0639.See file dsdata.txt to determine how the superseded data were derived.
 QF0639
 QF0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2046950775(NAD 83)
 QF0639_MARKER: DD = SURVEY DISK
 QF0639_SETTING: 80 = SET IN A BOULDER
 QF0639_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF0639
 QF0639  HISTORY     - Date     Condition        Report By
 QF0639  HISTORY     - 1918     MONUMENTED       IBC
 QF0639  HISTORY     - 1972     GOOD             IBC
 QF0639
 QF0639                          STATION DESCRIPTION
 QF0639
 QF0639'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1918 (NWS)
 QF0639'ON BIRCH POINT, ON THE LARGE BOULDER SW OF AND ADJACENT TO
 QF0639'REFERENCE MONUMENT 115.  THIS BOULDER IS IN THE EDGE OF THE BANK,
 QF0639'ABOUT 2 FEET HIGHER THAN THE OTHER BOULDER, AND IS BEING UNDERMINED
 QF0639'BY THE WATER.
 QF0639'
 QF0639'STATION MARK IS A BOUNDARY STATION DISK SET IN A DRILL HOLE IN THE
 QF0639'ROCK.
 QF0639
 QF0639                          STATION RECOVERY (1972)
 QF0639
 QF0639'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF0639'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0602 ***********************************************************************
 QF0602  DESIGNATION -  REFERENCE MON 116=MIST
 QF0602  PID         -  QF0602
 QF0602  STATE/COUNTY-  ME/WASHINGTON
 QF0602  USGS QUAD   -  VANCEBORO (1988)
 QF0602
 QF0602                         *CURRENT SURVEY CONTROL
 QF0602  ___________________________________________________________________
 QF0602* NAD 83(1996)-  45 36 16.83184(N)    067 26 42.55822(W)     ADJUSTED  
 QF0602* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 QF0602  ___________________________________________________________________
 QF0602  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 QF0602  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 QF0602
 QF0602  HORZ ORDER  -  THIRD
 QF0602
 QF0602.The horizontal coordinates were established by classical geodetic methods
 QF0602.and adjusted by the National Geodetic Survey in March 1998..
 QF0602
 QF0602.The orthometric height was scaled from a topographic map.
 QF0602
 QF0602.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0602
 QF0602.The geoid height was determined by GEOID03.
 QF0602
 QF0602;                    North         East     Units Scale Factor Converg.
 QF0602;SPC ME E     -   215,880.283   382,283.412   MT  0.99998321   +0 45 13.5
 QF0602;UTM  19      - 5,051,301.432   621,249.476   MT  0.99978075   +1 06 40.0
 QF0602
 QF0602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0602!SPC ME E     -   0.99998540  x   0.99998321  =   0.99996861
 QF0602!UTM  19      -   0.99998540  x   0.99978075  =   0.99976615
 QF0602
 QF0602:                Primary Azimuth Mark                     Grid Az
 QF0602:SPC ME E     -  BETULA IBC BIRCH                         235 16 22.1
 QF0602:UTM  19      -  BETULA IBC BIRCH                         234 54 55.6
 QF0602
 QF0602|---------------------------------------------------------------------|
 QF0602| PID    Reference Object                     Distance      Geod. Az  |
 QF0602|                                                           dddmmss.s |
 QF0602| QF0610 BETULA IBC BIRCH                    APPROX. 0.9 KM 2360135.6 |
 QF0602|---------------------------------------------------------------------|
 QF0602
 QF0602                          SUPERSEDED SURVEY CONTROL
 QF0602
 QF0602  NAD 83(1992)-  45 36 16.82797(N)    067 26 42.55531(W) AD(       ) 3
 QF0602  NAD 83(1986)-  45 36 16.83247(N)    067 26 42.56601(W) AD(       ) 3
 QF0602  NAD 27      -  45 36 16.60400(N)    067 26 44.57900(W) AD(       ) 3
 QF0602
 QF0602.Superseded values are not recommended for survey control.
 QF0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0602.See file dsdata.txt to determine how the superseded data were derived.
 QF0602
 QF0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2124951301(NAD 83)
 QF0602_MARKER: Z = SEE DESCRIPTION
 QF0602_SETTING: 80 = SET IN A BOULDER
 QF0602_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF0602
 QF0602  HISTORY     - Date     Condition        Report By
 QF0602  HISTORY     - 1917     MONUMENTED       IBC
 QF0602  HISTORY     - 1972     GOOD             IBC
 QF0602
 QF0602                          STATION DESCRIPTION
 QF0602
 QF0602'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (HOC)
 QF0602'ON THE E SHORE OF SPEDNIK LAKE, ABOUT 3 MILES ABOVE VANCEBORO, ME, N
 QF0602'OF THE UPPER END OF OMALLEY ISLAND, AND JUST ABOVE THE SMALLER
 QF0602'INTERVENING ISLAND.  THE STATION IS ON A HOGSBACK ROCK 14 BY 7 FEET
 QF0602'AND 5 FEET HIGH ON THE LAKE SIDE AND 15 FEET INSIDE THE TREE AND
 QF0602'HIGH - WATER LINE.  AN EVERGREEN TREE IS GROWING ON TOP OF THE ROCK.
 QF0602'
 QF0602'STATION MARK IS A BOUNDARY REFERENCE POST SET IN A DRILL HOLE IN THE
 QF0602'ROCK.
 QF0602
 QF0602                          STATION RECOVERY (1972)
 QF0602
 QF0602'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF0602'THIS MONUMENT WAS RECOVERED AS DESCRIBED.  THE EVERGREEN MENTIONED
 QF0602'AS GROWING ON TOP OF THE ROCK IS A 10 - INCH DIAMETER HEMLOCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0604 ***********************************************************************
 QF0604  DESIGNATION -  REFERENCE MON 117=LA COUTE
 QF0604  PID         -  QF0604
 QF0604  STATE/COUNTY-  ME/WASHINGTON
 QF0604  USGS QUAD   -  VANCEBORO (1988)
 QF0604
 QF0604                         *CURRENT SURVEY CONTROL
 QF0604  ___________________________________________________________________
 QF0604* NAD 83(1996)-  45 35 43.63636(N)    067 26 45.61738(W)     ADJUSTED  
 QF0604* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 QF0604  ___________________________________________________________________
 QF0604  LAPLACE CORR-           2.43  (seconds)                    DEFLEC99
 QF0604  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 QF0604
 QF0604  HORZ ORDER  -  THIRD
 QF0604
 QF0604.The horizontal coordinates were established by classical geodetic methods
 QF0604.and adjusted by the National Geodetic Survey in March 1998..
 QF0604
 QF0604.The orthometric height was scaled from a topographic map.
 QF0604
 QF0604.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0604
 QF0604.The geoid height was determined by GEOID03.
 QF0604
 QF0604;                    North         East     Units Scale Factor Converg.
 QF0604;SPC ME E     -   214,854.666   382,230.596   MT  0.99998311   +0 45 10.9
 QF0604;UTM  19      - 5,050,275.714   621,203.066   MT  0.99978061   +1 06 37.2
 QF0604
 QF0604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0604!SPC ME E     -   0.99998540  x   0.99998311  =   0.99996851
 QF0604!UTM  19      -   0.99998540  x   0.99978061  =   0.99976601
 QF0604
 QF0604|---------------------------------------------------------------------|
 QF0604| PID    Reference Object                     Distance      Geod. Az  |
 QF0604|                                                           dddmmss.s |
 QF0604| QF0601 O MALLEY IBC                        272.836 METERS 07732     |
 QF0604| QF0607 CAMPUS IBC                          466.519 METERS 2851146.6 |
 QF0604| QF0605 FLAT TOP                            412.394 METERS 3520507.8 |
 QF0604|---------------------------------------------------------------------|
 QF0604
 QF0604                          SUPERSEDED SURVEY CONTROL
 QF0604
 QF0604  NAD 83(1992)-  45 35 43.63246(N)    067 26 45.61448(W) AD(       ) 3
 QF0604  NAD 83(1986)-  45 35 43.63689(N)    067 26 45.62502(W) AD(       ) 3
 QF0604  NAD 27      -  45 35 43.40500(N)    067 26 47.63300(W) AD(       ) 3
 QF0604
 QF0604.Superseded values are not recommended for survey control.
 QF0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0604.See file dsdata.txt to determine how the superseded data were derived.
 QF0604
 QF0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2120350276(NAD 83)
 QF0604_MARKER: Z = SEE DESCRIPTION
 QF0604_SETTING: 80 = SET IN A BOULDER
 QF0604_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF0604
 QF0604  HISTORY     - Date     Condition        Report By
 QF0604  HISTORY     - 1911     MONUMENTED       IBC
 QF0604  HISTORY     - 1955     GOOD             IBC
 QF0604
 QF0604                          STATION DESCRIPTION
 QF0604
 QF0604'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (AJB)
 QF0604'ON LA COUTE POINT ON THE SW SHORE OF SPEDNIK LAKE, ABOUT 2 MILES
 QF0604'ABOVE VANCEBORO, ME.  IT IS 2 METERS INLAND FROM HIGH - WATER MARK,
 QF0604'ON A ROCK 4.4 METERS LONG, 2.7 METERS WIDE, AND 1.4 METERS HIGH.
 QF0604'
 QF0604'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE
 QF0604'POST SET IN A DRILL HOLE IN THE ROCK.  A CROSS WITHIN A TRIANGLE IS
 QF0604'CUT IN A ROCK 3.86 METERS BELOW THE STATION, A LIKE MARK IS CUT IN A
 QF0604'ROCK 9.96 METERS IN THE DIRECTION OF MOLLIE COVE FROM THE STATION, AND
 QF0604'A THIRD MARK IS CUT IN A ROCK 12.19 METERS FROM THE STATION IN SUCH A
 QF0604'DIRECTION THAT A LINE FROM THIS CROSS THROUGH THE STATION PASSES
 QF0604'BETWEEN THE OTHER TWO CROSSES.
 QF0604
 QF0604                          STATION RECOVERY (1955)
 QF0604
 QF0604'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF0604'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0600 ***********************************************************************
 QF0600  DESIGNATION -  REFERENCE MON 118
 QF0600  PID         -  QF0600
 QF0600  STATE/COUNTY-  ME/WASHINGTON
 QF0600  USGS QUAD   -  VANCEBORO (1988)
 QF0600
 QF0600                         *CURRENT SURVEY CONTROL
 QF0600  ___________________________________________________________________
 QF0600* NAD 83(1996)-  45 35 45.46455(N)    067 26 32.57291(W)     ADJUSTED  
 QF0600* NAVD 88     -       116.     (meters)     381.     (feet)  SCALED    
 QF0600  ___________________________________________________________________
 QF0600  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 QF0600  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 QF0600
 QF0600  HORZ ORDER  -  THIRD
 QF0600
 QF0600.The horizontal coordinates were established by classical geodetic methods
 QF0600.and adjusted by the National Geodetic Survey in March 1998..
 QF0600
 QF0600.The orthometric height was scaled from a topographic map.
 QF0600
 QF0600.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0600
 QF0600.The geoid height was determined by GEOID03.
 QF0600
 QF0600;                    North         East     Units Scale Factor Converg.
 QF0600;SPC ME E     -   214,914.824   382,512.547   MT  0.99998368   +0 45 20.3
 QF0600;UTM  19      - 5,050,337.617   621,484.579   MT  0.99978145   +1 06 46.6
 QF0600
 QF0600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0600!SPC ME E     -   0.99998555  x   0.99998368  =   0.99996923
 QF0600!UTM  19      -   0.99998555  x   0.99978145  =   0.99976701
 QF0600
 QF0600                          SUPERSEDED SURVEY CONTROL
 QF0600
 QF0600  NAD 83(1992)-  45 35 45.46065(N)    067 26 32.57000(W) AD(       ) 4
 QF0600  NAD 83(1986)-  45 35 45.46512(N)    067 26 32.58053(W) AD(       ) 4
 QF0600  NAD 27      -  45 35 45.23466(N)    067 26 34.58642(W) AD(       ) 3
 QF0600
 QF0600.Superseded values are not recommended for survey control.
 QF0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0600.See file dsdata.txt to determine how the superseded data were derived.
 QF0600
 QF0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2148550338(NAD 83)
 QF0600_MARKER: Z = SEE DESCRIPTION
 QF0600_SETTING: 80 = SET IN A BOULDER
 QF0600_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF0600
 QF0600  HISTORY     - Date     Condition        Report By
 QF0600  HISTORY     - 1917     MONUMENTED       IBC
 QF0600  HISTORY     - 1972     GOOD             IBC
 QF0600
 QF0600                          STATION DESCRIPTION
 QF0600
 QF0600'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (HOC)
 QF0600'ON THE S POINT OF OMALLEY ISLAND, AT THE EDGE OF THE HARDWOOD TIMBER,
 QF0600'ON A BOULDER 3 BY 3 FEET AND 1 FOOT HIGH, 54.10 FEET E OF STATION
 QF0600'OMALLEY.  IN FRONT OF A SUMMER CAMP IN 1955.
 QF0600'
 QF0600'STATION MARK IS A BOUNDARY REFERENCE POST SET IN A DRILL HOLE IN THE
 QF0600'BOULDER.
 QF0600
 QF0600                          STATION RECOVERY (1972)
 QF0600
 QF0600'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF0600'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0591 ***********************************************************************
 QF0591  DESIGNATION -  REFERENCE MON 119A
 QF0591  PID         -  QF0591
 QF0591  STATE/COUNTY-  ME/WASHINGTON
 QF0591  USGS QUAD   -  VANCEBORO (1988)
 QF0591
 QF0591                         *CURRENT SURVEY CONTROL
 QF0591  ___________________________________________________________________
 QF0591* NAD 83(1996)-  45 35 10.97332(N)    067 25 49.38081(W)     ADJUSTED  
 QF0591* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 QF0591  ___________________________________________________________________
 QF0591  LAPLACE CORR-           2.97  (seconds)                    DEFLEC99
 QF0591  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 QF0591
 QF0591  HORZ ORDER  -  THIRD
 QF0591
 QF0591.The horizontal coordinates were established by classical geodetic methods
 QF0591.and adjusted by the National Geodetic Survey in March 1998..
 QF0591
 QF0591.The orthometric height was scaled from a topographic map.
 QF0591
 QF0591.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0591
 QF0591.The geoid height was determined by GEOID03.
 QF0591
 QF0591;                    North         East     Units Scale Factor Converg.
 QF0591;SPC ME E     -   213,862.497   383,462.782   MT  0.99998562   +0 45 50.7
 QF0591;UTM  19      - 5,049,291.446   622,441.165   MT  0.99978432   +1 07 16.8
 QF0591
 QF0591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0591!SPC ME E     -   0.99998539  x   0.99998562  =   0.99997101
 QF0591!UTM  19      -   0.99998539  x   0.99978432  =   0.99976972
 QF0591
 QF0591:                Primary Azimuth Mark                     Grid Az
 QF0591:SPC ME E     -  REFERENCE MON 120=UCA                    186 51 14.6
 QF0591:UTM  19      -  REFERENCE MON 120=UCA                    186 29 48.5
 QF0591
 QF0591|---------------------------------------------------------------------|
 QF0591| PID    Reference Object                     Distance      Geod. Az  |
 QF0591|                                                           dddmmss.s |
 QF0591| QF0592 REFERENCE MON 120=UCA               445.425 METERS 1873705.3 |
 QF0591| QF0635 REFERENCE MON 119=N B RM             32.584 METERS 24615     |
 QF0591|---------------------------------------------------------------------|
 QF0591
 QF0591                          SUPERSEDED SURVEY CONTROL
 QF0591
 QF0591  NAD 83(1992)-  45 35 10.96931(N)    067 25 49.37788(W) AD(       ) 3
 QF0591  NAD 83(1986)-  45 35 10.97378(N)    067 25 49.38814(W) AD(       ) 3
 QF0591  NAD 27      -  45 35 10.74600(N)    067 25 51.39400(W) AD(       ) 3
 QF0591
 QF0591.Superseded values are not recommended for survey control.
 QF0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0591.See file dsdata.txt to determine how the superseded data were derived.
 QF0591
 QF0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2244149291(NAD 83)
 QF0591_MARKER: DD = SURVEY DISK
 QF0591_SETTING: 80 = SET IN A BOULDER
 QF0591_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 QF0591
 QF0591  HISTORY     - Date     Condition        Report By
 QF0591  HISTORY     - 1918     MONUMENTED       IBC
 QF0591  HISTORY     - 1955     GOOD             IBC
 QF0591
 QF0591                          STATION DESCRIPTION
 QF0591
 QF0591'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1918 (NWS)
 QF0591'ON THE E SHORE OF SPEDNIK LAKE, ON THE SIDE OF THE KNOLL JUST S OF
 QF0591'THE MOUTH OF CASEY BROOK.  THIS STATION IS USED AS A REFERENCE MARK
 QF0591'FOR REFERENCE MONUMENT 119.
 QF0591'
 QF0591'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE IN A ROCK, 3 FEET
 QF0591'SQUARE AND 1 FOOT HIGH.
 QF0591'
 QF0591
 QF0591                          STATION RECOVERY (1955)
 QF0591
 QF0591'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF0591'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0635 ***********************************************************************
 QF0635  DESIGNATION -  REFERENCE MON 119=N B RM
 QF0635  PID         -  QF0635
 QF0635  STATE/COUNTY-  ME/WASHINGTON
 QF0635  USGS QUAD   -  VANCEBORO (1988)
 QF0635
 QF0635                         *CURRENT SURVEY CONTROL
 QF0635  ___________________________________________________________________
 QF0635* NAD 83(1996)-  45 35 10.54836(N)    067 25 50.75673(W)     ADJUSTED  
 QF0635* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 QF0635  ___________________________________________________________________
 QF0635  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 QF0635  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 QF0635
 QF0635  HORZ ORDER  -  THIRD
 QF0635
 QF0635.The horizontal coordinates were established by classical geodetic methods
 QF0635.and adjusted by the National Geodetic Survey in March 1998..
 QF0635
 QF0635.The orthometric height was scaled from a topographic map.
 QF0635
 QF0635.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0635
 QF0635.The geoid height was determined by GEOID03.
 QF0635
 QF0635;                    North         East     Units Scale Factor Converg.
 QF0635;SPC ME E     -   213,848.981   383,433.134   MT  0.99998556   +0 45 49.7
 QF0635;UTM  19      - 5,049,277.749   622,411.607   MT  0.99978423   +1 07 15.8
 QF0635
 QF0635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0635!SPC ME E     -   0.99998539  x   0.99998556  =   0.99997095
 QF0635!UTM  19      -   0.99998539  x   0.99978423  =   0.99976963
 QF0635
 QF0635|---------------------------------------------------------------------|
 QF0635| PID    Reference Object                     Distance      Geod. Az  |
 QF0635|                                                           dddmmss.s |
 QF0635| QF0591 REFERENCE MON 119A                   32.584 METERS 06615     |
 QF0635| QF0587 CASEY IBC                           239.335 METERS 14913     |
 QF0635| QF0592 REFERENCE MON 120=UCA               429.370 METERS 1835408.7 |
 QF0635|---------------------------------------------------------------------|
 QF0635
 QF0635                          SUPERSEDED SURVEY CONTROL
 QF0635
 QF0635  NAD 83(1992)-  45 35 10.54437(N)    067 25 50.75377(W) AD(       ) 3
 QF0635  NAD 83(1986)-  45 35 10.54882(N)    067 25 50.76402(W) AD(       ) 3
 QF0635  NAD 27      -  45 35 10.32037(N)    067 25 52.77053(W) AD(       ) 3
 QF0635
 QF0635.Superseded values are not recommended for survey control.
 QF0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0635.See file dsdata.txt to determine how the superseded data were derived.
 QF0635
 QF0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2241249278(NAD 83)
 QF0635_MARKER: H = DRILL HOLE
 QF0635_SETTING: 80 = SET IN A BOULDER
 QF0635_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 QF0635
 QF0635  HISTORY     - Date     Condition        Report By
 QF0635  HISTORY     - 1917     MONUMENTED       IBC
 QF0635  HISTORY     - 1972     GOOD             IBC
 QF0635
 QF0635                          STATION DESCRIPTION
 QF0635
 QF0635'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (HOC)
 QF0635'ON THE E SHORE OF SPEDNIK LAKE, 1.6 MILES ABOVE VANCEBORO, ME, AND
 QF0635'ABOUT 80 METERS S OF THE POINT AT THE S SIDE OF THE MOUTH OF CASEY
 QF0635'BROOK.  IT IS JUST OUTSIDE HIGH - WATER LINE, AT THE FOOT OF A LITTLE
 QF0635'KNOLL ABOUT 16 METERS HIGH, ON A DOME - SHAPED ROCK WITH A BASE 1.8
 QF0635'BY 1.4 METERS, AND A HEIGHT OF ABOUT 1 METER.
 QF0635'
 QF0635'STATION MARK IS A DRILL HOLE IN THE ROCK.
 QF0635'
 QF0635'REFERENCE MONUMENT 119 - A, WHICH IS A BRONZE DISK SET IN A ROCK ON
 QF0635'THE HILLSIDE 15 METERS HIGHER THAN THE STATION, IS ENE OF THE
 QF0635'STATION 106.902 FEET.
 QF0635
 QF0635                          STATION RECOVERY (1972)
 QF0635
 QF0635'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF0635'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0592 ***********************************************************************
 QF0592  DESIGNATION -  REFERENCE MON 120=UCA
 QF0592  PID         -  QF0592
 QF0592  STATE/COUNTY-  ME/WASHINGTON
 QF0592  USGS QUAD   -  VANCEBORO (1988)
 QF0592
 QF0592                         *CURRENT SURVEY CONTROL
 QF0592  ___________________________________________________________________
 QF0592* NAD 83(1996)-  45 34 56.67304(N)    067 25 52.10467(W)     ADJUSTED  
 QF0592* NAVD 88     -       118.     (meters)     387.     (feet)  SCALED    
 QF0592  ___________________________________________________________________
 QF0592  LAPLACE CORR-           2.92  (seconds)                    DEFLEC99
 QF0592  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 QF0592
 QF0592  HORZ ORDER  -  THIRD
 QF0592
 QF0592.The horizontal coordinates were established by classical geodetic methods
 QF0592.and adjusted by the National Geodetic Survey in March 1998..
 QF0592
 QF0592.The orthometric height was scaled from a topographic map.
 QF0592
 QF0592.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0592
 QF0592.The geoid height was determined by GEOID03.
 QF0592
 QF0592;                    North         East     Units Scale Factor Converg.
 QF0592;SPC ME E     -   213,420.261   383,409.625   MT  0.99998551   +0 45 48.5
 QF0592;UTM  19      - 5,048,848.977   622,390.776   MT  0.99978417   +1 07 14.6
 QF0592
 QF0592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0592!SPC ME E     -   0.99998524  x   0.99998551  =   0.99997075
 QF0592!UTM  19      -   0.99998524  x   0.99978417  =   0.99976941
 QF0592
 QF0592:                Primary Azimuth Mark                     Grid Az
 QF0592:SPC ME E     -  REFERENCE MON 119=N B RM                 003 08 19.3
 QF0592:UTM  19      -  REFERENCE MON 119=N B RM                 002 46 53.2
 QF0592
 QF0592|---------------------------------------------------------------------|
 QF0592| PID    Reference Object                     Distance      Geod. Az  |
 QF0592|                                                           dddmmss.s |
 QF0592| QF0635 REFERENCE MON 119=N B RM            429.370 METERS 0035407.8 |
 QF0592| QF0587 CASEY IBC                           269.508 METERS 03415     |
 QF0592| QF0599 TAR                                 APPROX. 1.3 KM 3164026.2 |
 QF0592|---------------------------------------------------------------------|
 QF0592
 QF0592                          SUPERSEDED SURVEY CONTROL
 QF0592
 QF0592  NAD 83(1992)-  45 34 56.66901(N)    067 25 52.10174(W) AD(       ) 3
 QF0592  NAD 83(1986)-  45 34 56.67344(N)    067 25 52.11193(W) AD(       ) 3
 QF0592  NAD 27      -  45 34 56.43700(N)    067 25 54.11200(W) AD(       ) 3
 QF0592
 QF0592.Superseded values are not recommended for survey control.
 QF0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0592.See file dsdata.txt to determine how the superseded data were derived.
 QF0592
 QF0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2239148849(NAD 83)
 QF0592_MARKER: Z = SEE DESCRIPTION
 QF0592_SETTING: 80 = SET IN A BOULDER
 QF0592_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF0592
 QF0592  HISTORY     - Date     Condition        Report By
 QF0592  HISTORY     - 1911     MONUMENTED       IBC
 QF0592  HISTORY     - 1972     GOOD             IBC
 QF0592
 QF0592                          STATION DESCRIPTION
 QF0592
 QF0592'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (AJB)
 QF0592'ON ICE HOUSE POINT ON THE W SIDE OF SPEDNIK LAKE, ABOUT 1-1/4 MILES
 QF0592'ABOVE VANCEBORO, ME, NEAR THE UPPER END OF---THE HORSEBACK---.  IT IS
 QF0592'ON A BOULDER 10 BY 7 FEET AND 6 FEET HIGH, ON THE HIGH - WATER LINE
 QF0592'ON THE E SIDE OF THE POINT, ABOUT 80 FEET S OF THE EXTREME END OF THE
 QF0592'POINT, AND IN THE EDGE OF THE TREES.
 QF0592'
 QF0592'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE POST
 QF0592'SET IN A DRILL HOLE IN THE ROCK.  A CROSS WITHIN A TRIANGLE IS CUT
 QF0592'IN A LARGE ROCK 26.45 METERS N FROM THE STATION, ANOTHER LIKE CROSS
 QF0592'IS CUT IN A ROCK 5.63 METERS INLAND FROM THE STATION.
 QF0592
 QF0592                          STATION RECOVERY (1972)
 QF0592
 QF0592'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF0592'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0575 ***********************************************************************
 QF0575  DESIGNATION -  REFERENCE MON 121=MC GRATH RM
 QF0575  PID         -  QF0575
 QF0575  STATE/COUNTY-  ME/WASHINGTON
 QF0575  USGS QUAD   -  VANCEBORO (1988)
 QF0575
 QF0575                         *CURRENT SURVEY CONTROL
 QF0575  ___________________________________________________________________
 QF0575* NAD 83(1996)-  45 34 42.51397(N)    067 25 37.01779(W)     ADJUSTED  
 QF0575* NAVD 88     -       116.     (meters)     381.     (feet)  SCALED    
 QF0575  ___________________________________________________________________
 QF0575  LAPLACE CORR-           3.01  (seconds)                    DEFLEC99
 QF0575  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 QF0575
 QF0575  HORZ ORDER  -  THIRD
 QF0575
 QF0575.The horizontal coordinates were established by classical geodetic methods
 QF0575.and adjusted by the National Geodetic Survey in March 1998..
 QF0575
 QF0575.The orthometric height was scaled from a topographic map.
 QF0575
 QF0575.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0575
 QF0575.The geoid height was determined by GEOID03.
 QF0575
 QF0575;                    North         East     Units Scale Factor Converg.
 QF0575;SPC ME E     -   212,987.539   383,742.505   MT  0.99998619   +0 45 59.1
 QF0575;UTM  19      - 5,048,418.425   622,726.280   MT  0.99978518   +1 07 25.1
 QF0575
 QF0575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0575!SPC ME E     -   0.99998555  x   0.99998619  =   0.99997174
 QF0575!UTM  19      -   0.99998555  x   0.99978518  =   0.99977073
 QF0575
 QF0575                          SUPERSEDED SURVEY CONTROL
 QF0575
 QF0575  NAD 83(1992)-  45 34 42.50992(N)    067 25 37.01485(W) AD(       ) 4
 QF0575  NAD 83(1986)-  45 34 42.51434(N)    067 25 37.02394(W) AD(       ) 4
 QF0575  NAD 27      -  45 34 42.27640(N)    067 25 39.02361(W) AD(       ) 3
 QF0575
 QF0575.Superseded values are not recommended for survey control.
 QF0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0575.See file dsdata.txt to determine how the superseded data were derived.
 QF0575
 QF0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2272648418(NAD 83)
 QF0575_MARKER: Z = SEE DESCRIPTION
 QF0575_SETTING: 80 = SET IN A BOULDER
 QF0575_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0575+STABILITY: SURFACE MOTION
 QF0575
 QF0575  HISTORY     - Date     Condition        Report By
 QF0575  HISTORY     - 1917     MONUMENTED       IBC
 QF0575  HISTORY     - 1972     GOOD             IBC
 QF0575
 QF0575                          STATION DESCRIPTION
 QF0575
 QF0575'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (HOC)
 QF0575'ON THE W SHORE OF SPEDNIK LAKE, ABOUT 1 MILE N OF VANCEBORO, ME.  IT
 QF0575'IS ON A POINTED ROCK NEAR HIGH - WATER MARK ON THE SHORE OF A LITTLE
 QF0575'BIGHT JUST S OF THE NARROWEST PLACE IN THE LAKE ALONG---THE
 QF0575'HORSEBACK---.  THE ROCK IS 1.7 BY 1.4 METERS AT THE GROUND AND IS 0.6
 QF0575'METER HIGH.
 QF0575'
 QF0575'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE POST
 QF0575'SET IN A DRILL HOLE IN THE ROCK.  TRIANGULATION STATION MCGRATH IS
 QF0575'N, 37.8 METERS DISTANT.  A LARGE PIER IN THE LAKE BEARS N 14 DEGREES
 QF0575'E, 70 METERS DISTANT.
 QF0575
 QF0575                          STATION RECOVERY (1972)
 QF0575
 QF0575'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF0575'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0559 ***********************************************************************
 QF0559  DESIGNATION -  REFERENCE MON 122=LACEY RM
 QF0559  PID         -  QF0559
 QF0559  STATE/COUNTY-  ME/WASHINGTON
 QF0559  USGS QUAD   -  VANCEBORO (1988)
 QF0559
 QF0559                         *CURRENT SURVEY CONTROL
 QF0559  ___________________________________________________________________
 QF0559* NAD 83(1996)-  45 34 45.76136(N)    067 25 30.03438(W)     ADJUSTED  
 QF0559* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 QF0559  ___________________________________________________________________
 QF0559  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 QF0559  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 QF0559
 QF0559  HORZ ORDER  -  THIRD
 QF0559
 QF0559.The horizontal coordinates were established by classical geodetic methods
 QF0559.and adjusted by the National Geodetic Survey in March 1998..
 QF0559
 QF0559.The orthometric height was scaled from a topographic map.
 QF0559
 QF0559.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0559
 QF0559.The geoid height was determined by GEOID03.
 QF0559
 QF0559;                    North         East     Units Scale Factor Converg.
 QF0559;SPC ME E     -   213,089.813   383,892.549   MT  0.99998650   +0 46 04.2
 QF0559;UTM  19      - 5,048,521.611   622,875.654   MT  0.99978563   +1 07 30.1
 QF0559
 QF0559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0559!SPC ME E     -   0.99998539  x   0.99998650  =   0.99997189
 QF0559!UTM  19      -   0.99998539  x   0.99978563  =   0.99977103
 QF0559
 QF0559                          SUPERSEDED SURVEY CONTROL
 QF0559
 QF0559  NAD 83(1992)-  45 34 45.75729(N)    067 25 30.03143(W) AD(       ) 4
 QF0559  NAD 83(1986)-  45 34 45.76073(N)    067 25 30.04079(W) AD(       ) 4
 QF0559  NAD 27      -  45 34 45.52357(N)    067 25 32.03961(W) AD(       ) 3
 QF0559
 QF0559.Superseded values are not recommended for survey control.
 QF0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0559.See file dsdata.txt to determine how the superseded data were derived.
 QF0559
 QF0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2287648522(NAD 83)
 QF0559_MARKER: Z = SEE DESCRIPTION
 QF0559_SETTING: 80 = SET IN A BOULDER
 QF0559_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0559+STABILITY: SURFACE MOTION
 QF0559
 QF0559  HISTORY     - Date     Condition        Report By
 QF0559  HISTORY     - 1917     MONUMENTED       IBC
 QF0559  HISTORY     - 1972     GOOD             IBC
 QF0559
 QF0559                          STATION DESCRIPTION
 QF0559
 QF0559'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (HOC)
 QF0559'ON THE E SHORE OF SPEDNIK LAKE, 1 MILE N OF VANCEBORO, ME, ON LACEYS
 QF0559'POINT OPPOSITE---THE HORSEBACK---AT THE NARROWEST PART OF THE LAKE.
 QF0559'THE STATION IS ON THE SLOPE OF A LITTLE RIDGE WHICH RISES ABOUT 2.5
 QF0559'METERS HIGHER THAN THE STATION, ON A ROCK 1.5 BY 1.2 METERS IN CROSS
 QF0559'SECTION AND 0.5 METER HIGH, 15 METERS INSIDE HIGH - WATER LINE.
 QF0559'
 QF0559'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE POST
 QF0559'SET IN A DRILL HOLE IN THE ROCK.  TRIANGULATION STATION LACEY BEARS
 QF0559'WSW, 31.73 METERS FROM THE STATION.
 QF0559
 QF0559                          STATION RECOVERY (1972)
 QF0559
 QF0559'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF0559'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0560 ***********************************************************************
 QF0560  DESIGNATION -  REFERENCE MON 123
 QF0560  PID         -  QF0560
 QF0560  STATE/COUNTY-  ME/WASHINGTON
 QF0560  USGS QUAD   -  VANCEBORO (1988)
 QF0560
 QF0560                         *CURRENT SURVEY CONTROL
 QF0560  ___________________________________________________________________
 QF0560* NAD 83(1996)-  45 34 26.26158(N)    067 25 30.12712(W)     ADJUSTED  
 QF0560* NAVD 88     -       126.     (meters)     413.     (feet)  SCALED    
 QF0560  ___________________________________________________________________
 QF0560  LAPLACE CORR-           2.93  (seconds)                    DEFLEC99
 QF0560  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 QF0560
 QF0560  HORZ ORDER  -  THIRD
 QF0560
 QF0560.The horizontal coordinates were established by classical geodetic methods
 QF0560.and adjusted by the National Geodetic Survey in March 1998..
 QF0560
 QF0560.The orthometric height was scaled from a topographic map.
 QF0560
 QF0560.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0560
 QF0560.The geoid height was determined by GEOID03.
 QF0560
 QF0560;                    North         East     Units Scale Factor Converg.
 QF0560;SPC ME E     -   212,487.830   383,898.606   MT  0.99998651   +0 46 03.8
 QF0560;UTM  19      - 5,047,919.799   622,885.461   MT  0.99978566   +1 07 29.7
 QF0560
 QF0560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0560!SPC ME E     -   0.99998398  x   0.99998651  =   0.99997049
 QF0560!UTM  19      -   0.99998398  x   0.99978566  =   0.99976964
 QF0560
 QF0560|---------------------------------------------------------------------|
 QF0560| PID    Reference Object                     Distance      Geod. Az  |
 QF0560|                                                           dddmmss.s |
 QF0560| QF0558 NEW PIER IBC                        259.948 METERS 00350     |
 QF0560| QF0552 REFERENCE MON 124 ECC               127.874 METERS 10309     |
 QF0560| QF0548 BROWN 2                             342.991 METERS 12942     |
 QF0560| QF0569 BLACK CHIMNEY IBC                   357.878 METERS 19539     |
 QF0560| QF0561 LACEY IBC                           APPROX. 0.6 KM 3572245.4 |
 QF0560|---------------------------------------------------------------------|
 QF0560
 QF0560                          SUPERSEDED SURVEY CONTROL
 QF0560
 QF0560  NAD 83(1992)-  45 34 26.25743(N)    067 25 30.12418(W) AD(       ) 3
 QF0560  NAD 83(1986)-  45 34 26.26181(N)    067 25 30.13414(W) AD(       ) 3
 QF0560  NAD 27      -  45 34 26.02200(N)    067 25 32.13200(W) AD(       ) 3
 QF0560
 QF0560.Superseded values are not recommended for survey control.
 QF0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0560.See file dsdata.txt to determine how the superseded data were derived.
 QF0560
 QF0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2288547920(NAD 83)
 QF0560_MARKER: Z = SEE DESCRIPTION
 QF0560_SETTING: 0 = UNSPECIFIED SETTING
 QF0560
 QF0560  HISTORY     - Date     Condition        Report By
 QF0560  HISTORY     - 1917     MONUMENTED       IBC
 QF0560  HISTORY     - 1972     GOOD             IBC
 QF0560
 QF0560                          STATION DESCRIPTION
 QF0560
 QF0560'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (HOC)
 QF0560'ABOUT 3/4 MILE N OF VANCEBORO, ME, ON THE HIGHEST PART OF---THE
 QF0560'HORSEBACK---, OPPOSITE VARNEY ISLAND.  IT IS ABOUT 3 FEET E OF THE
 QF0560'DIRT ROAD ALONG THE TOP OF THE RIDGE AND 80 FEET SW OF A SMALL SHED.
 QF0560'
 QF0560'STATION MARK IS A BOUNDARY REFERENCE POST SET IN A CONCRETE BASE.
 QF0560
 QF0560                          STATION RECOVERY (1972)
 QF0560
 QF0560'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF0560'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0551 ***********************************************************************
 QF0551  DESIGNATION -  REFERENCE MON 124=TABLE
 QF0551  PID         -  QF0551
 QF0551  STATE/COUNTY-  ME/WASHINGTON
 QF0551  USGS QUAD   -  VANCEBORO (1988)
 QF0551
 QF0551                         *CURRENT SURVEY CONTROL
 QF0551  ___________________________________________________________________
 QF0551* NAD 83(1996)-  45 34 25.31177(N)    067 25 23.78427(W)     ADJUSTED  
 QF0551* NAVD 88     -       122.     (meters)     400.     (feet)  SCALED    
 QF0551  ___________________________________________________________________
 QF0551  LAPLACE CORR-           2.98  (seconds)                    DEFLEC99
 QF0551  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 QF0551
 QF0551  HORZ ORDER  -  THIRD
 QF0551
 QF0551.The horizontal coordinates were established by classical geodetic methods
 QF0551.and adjusted by the National Geodetic Survey in March 1998..
 QF0551
 QF0551.The orthometric height was scaled from a topographic map.
 QF0551
 QF0551.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0551
 QF0551.The geoid height was determined by GEOID03.
 QF0551
 QF0551;                    North         East     Units Scale Factor Converg.
 QF0551;SPC ME E     -   212,460.353   384,036.512   MT  0.99998680   +0 46 08.4
 QF0551;UTM  19      - 5,047,893.188   623,023.507   MT  0.99978608   +1 07 34.2
 QF0551
 QF0551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0551!SPC ME E     -   0.99998461  x   0.99998680  =   0.99997141
 QF0551!UTM  19      -   0.99998461  x   0.99978608  =   0.99977069
 QF0551
 QF0551|---------------------------------------------------------------------|
 QF0551| PID    Reference Object                     Distance      Geod. Az  |
 QF0551|                                                           dddmmss.s |
 QF0551| QF0570 HUTCHINS HOUSE CHIMNEY IBC          350.827 METERS 22232     |
 QF0551| QF0557 VANCEBORO IBC                       122.841 METERS 28608     |
 QF0551| QF0555 SEPT IBC                            APPROX. 0.5 KM 3531347.7 |
 QF0551|---------------------------------------------------------------------|
 QF0551
 QF0551                          SUPERSEDED SURVEY CONTROL
 QF0551
 QF0551  NAD 83(1992)-  45 34 25.30761(N)    067 25 23.78131(W) AD(       ) 3
 QF0551  NAD 83(1986)-  45 34 25.31201(N)    067 25 23.79121(W) AD(       ) 3
 QF0551  NAD 27      -  45 34 25.07172(N)    067 25 25.78932(W) AD(       ) 3
 QF0551
 QF0551.Superseded values are not recommended for survey control.
 QF0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0551.See file dsdata.txt to determine how the superseded data were derived.
 QF0551
 QF0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2302447893(NAD 83)
 QF0551_MARKER: Z = SEE DESCRIPTION
 QF0551_SETTING: 0 = UNSPECIFIED SETTING
 QF0551
 QF0551  HISTORY     - Date     Condition        Report By
 QF0551  HISTORY     - 1917     MONUMENTED       IBC
 QF0551  HISTORY     - 1972     GOOD             IBC
 QF0551
 QF0551                          STATION DESCRIPTION
 QF0551
 QF0551'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (HOC)
 QF0551'ON VARNEY ISLAND, IN THE LOWER END OF SPEDNIK LAKE, ABOUT 3/4 MILE N
 QF0551'OF VANCEBORO, ME, OPPOSITE THE VANCEBORO LANDING.  IT IS ON THE
 QF0551'EXTREME TOP OF THE HORSEBACK FORMATION OF THE ISLAND, NEAR WEST
 QF0551'CENTRAL PART OF ISLAND.
 QF0551'
 QF0551'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE POST
 QF0551'SET IN A CONCRETE BASE.
 QF0551
 QF0551                          STATION RECOVERY (1972)
 QF0551
 QF0551'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF0551'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0573 ***********************************************************************
 QF0573  DESIGNATION -  REFERENCE MON 126=CAN SIDE DAM
 QF0573  PID         -  QF0573
 QF0573  STATE/COUNTY-  ME/WASHINGTON
 QF0573  USGS QUAD   -  VANCEBORO (1988)
 QF0573
 QF0573                         *CURRENT SURVEY CONTROL
 QF0573  ___________________________________________________________________
 QF0573* NAD 83(1996)-  45 34 06.92211(N)    067 25 36.45430(W)     ADJUSTED  
 QF0573* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 QF0573  ___________________________________________________________________
 QF0573  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 QF0573  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 QF0573
 QF0573  HORZ ORDER  -  THIRD
 QF0573
 QF0573.The horizontal coordinates were established by classical geodetic methods
 QF0573.and adjusted by the National Geodetic Survey in March 1998..
 QF0573
 QF0573.The orthometric height was scaled from a topographic map.
 QF0573
 QF0573.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0573
 QF0573.The geoid height was determined by GEOID03.
 QF0573
 QF0573;                    North         East     Units Scale Factor Converg.
 QF0573;SPC ME E     -   211,888.987   383,769.420   MT  0.99998625   +0 45 59.1
 QF0573;UTM  19      - 5,047,320.282   622,760.035   MT  0.99978528   +1 07 24.8
 QF0573
 QF0573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0573!SPC ME E     -   0.99998539  x   0.99998625  =   0.99997164
 QF0573!UTM  19      -   0.99998539  x   0.99978528  =   0.99977067
 QF0573
 QF0573|---------------------------------------------------------------------|
 QF0573| PID    Reference Object                     Distance      Geod. Az  |
 QF0573|                                                           dddmmss.s |
 QF0573| QF0569 BLACK CHIMNEY IBC                   255.714 METERS 00908     |
 QF0573| QF0548 BROWN 2                             APPROX. 0.6 KM 0464155.8 |
 QF0573| QF0584 REFERENCE MON 125                   181.361 METERS 31845     |
 QF0573|---------------------------------------------------------------------|
 QF0573
 QF0573                          SUPERSEDED SURVEY CONTROL
 QF0573
 QF0573  NAD 83(1992)-  45 34 06.91783(N)    067 25 36.45145(W) AD(       ) 3
 QF0573  NAD 83(1986)-  45 34 06.92219(N)    067 25 36.46133(W) AD(       ) 3
 QF0573  NAD 27      -  45 34 06.68300(N)    067 25 38.46000(W) AD(       ) 3
 QF0573
 QF0573.Superseded values are not recommended for survey control.
 QF0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0573.See file dsdata.txt to determine how the superseded data were derived.
 QF0573
 QF0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2276047320(NAD 83)
 QF0573_MARKER: Z = SEE DESCRIPTION
 QF0573_SETTING: 80 = SET IN A BOULDER
 QF0573_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0573+STABILITY: SURFACE MOTION
 QF0573
 QF0573  HISTORY     - Date     Condition        Report By
 QF0573  HISTORY     - 1917     MONUMENTED       IBC
 QF0573  HISTORY     - 1955     SEE DESCRIPTION  IBC
 QF0573  HISTORY     - 1972     SEE DESCRIPTION  IBC
 QF0573
 QF0573                          STATION DESCRIPTION
 QF0573
 QF0573'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (HOC)
 QF0573'AT ST CROIX, NB, AT THE E END OF THE DAM AT THE FOOT OF SPEDNIK LAKE.
 QF0573'IT IS 9 METERS DOWNSTREAM FROM JOHNSON ROAD WHICH CROSSES THE RIVER
 QF0573'ON THE DAM.
 QF0573'
 QF0573'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE POST
 QF0573'SET IN A BOULDER ABOUT 2 BY 2 METERS IN CROSS SECTION AND 0.7 METER
 QF0573'HIGH.
 QF0573
 QF0573                          STATION RECOVERY (1955)
 QF0573
 QF0573'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF0573'POST BROKEN OFF.
 QF0573
 QF0573                          STATION RECOVERY (1972)
 QF0573
 QF0573'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF0573'STATION RECOVERED IN GOOD CONDITION.  SHANK ONLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0632 ***********************************************************************
 QF0632  DESIGNATION -  REFERENCE MON 127
 QF0632  PID         -  QF0632
 QF0632  STATE/COUNTY-  ME/WASHINGTON
 QF0632  USGS QUAD   -  VANCEBORO (1988)
 QF0632
 QF0632                         *CURRENT SURVEY CONTROL
 QF0632  ___________________________________________________________________
 QF0632* NAD 83(1996)-  45 33 54.35491(N)    067 25 37.45422(W)     ADJUSTED  
 QF0632* NAVD 88     -       119.     (meters)     390.     (feet)  SCALED    
 QF0632  ___________________________________________________________________
 QF0632  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 QF0632  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 QF0632
 QF0632  HORZ ORDER  -  THIRD
 QF0632
 QF0632.The horizontal coordinates were established by classical geodetic methods
 QF0632.and adjusted by the National Geodetic Survey in March 1998..
 QF0632
 QF0632.The orthometric height was scaled from a topographic map.
 QF0632
 QF0632.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0632
 QF0632.The geoid height was determined by GEOID03.
 QF0632
 QF0632;                    North         East     Units Scale Factor Converg.
 QF0632;SPC ME E     -   211,500.749   383,752.928   MT  0.99998621   +0 45 58.2
 QF0632;UTM  19      - 5,046,932.028   622,745.966   MT  0.99978524   +1 07 23.8
 QF0632
 QF0632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0632!SPC ME E     -   0.99998508  x   0.99998621  =   0.99997129
 QF0632!UTM  19      -   0.99998508  x   0.99978524  =   0.99977032
 QF0632
 QF0632                          SUPERSEDED SURVEY CONTROL
 QF0632
 QF0632  NAD 83(1992)-  45 33 54.35045(N)    067 25 37.45145(W) AD(       ) 3
 QF0632  NAD 83(1986)-  45 33 54.35477(N)    067 25 37.46129(W) AD(       ) 3
 QF0632  NAD 27      -  45 33 54.11936(N)    067 25 39.45699(W) AD(       ) 3
 QF0632
 QF0632.Superseded values are not recommended for survey control.
 QF0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0632.See file dsdata.txt to determine how the superseded data were derived.
 QF0632
 QF0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2274646932(NAD 83)
 QF0632_MARKER: Z = SEE DESCRIPTION
 QF0632_SETTING: 80 = SET IN A BOULDER
 QF0632_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF0632
 QF0632  HISTORY     - Date     Condition        Report By
 QF0632  HISTORY     - 1917     MONUMENTED       IBC
 QF0632  HISTORY     - 1972     GOOD             IBC
 QF0632
 QF0632                          STATION DESCRIPTION
 QF0632
 QF0632'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (HOC)
 QF0632'IN THE TOWN OF ST CROIX, NB, ON THE E SIDE OF THE ST CROIX RIVER, 100
 QF0632'METERS N OF THE CANADIAN PACIFIC RAILWAY TRACK, AND ABOUT 50 METERS
 QF0632'W OF THE MAIN STREET RUNNING N THROUGH THE TOWN OF ST CROIX.  THE
 QF0632'STATION IS ON THE PROPERTY OF JAMES RIDEOUT, NEAR THE PROPERTY LINE
 QF0632'FACING THE ST CROIX RIVER, AND IS DIRECTLY BEHIND A LARGE BARN.
 QF0632'
 QF0632'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE POST
 QF0632'SET IN A DRILL HOLE IN A BOULDER 2 METERS LONG AND 1 METER WIDE AT
 QF0632'THE BASE.
 QF0632
 QF0632                          STATION RECOVERY (1972)
 QF0632
 QF0632'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF0632'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0171 ***********************************************************************
 SF0171  DESIGNATION -  REFERENCE MON 128
 SF0171  PID         -  SF0171
 SF0171  STATE/COUNTY-  ME/AROOSTOOK
 SF0171  USGS QUAD   -  LILLE (1986)
 SF0171
 SF0171                         *CURRENT SURVEY CONTROL
 SF0171  ___________________________________________________________________
 SF0171* NAD 83(1996)-  47 15 14.37346(N)    068 03 11.80943(W)     ADJUSTED  
 SF0171* NAVD 88     -       136.3    (meters)     447.     (feet)  VERTCON   
 SF0171  ___________________________________________________________________
 SF0171  LAPLACE CORR-           6.02  (seconds)                    DEFLEC99
 SF0171  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 SF0171
 SF0171  HORZ ORDER  -  SECOND
 SF0171
 SF0171.The horizontal coordinates were established by classical geodetic methods
 SF0171.and adjusted by the National Geodetic Survey in March 1998..
 SF0171
 SF0171.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0171
 SF0171.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0171
 SF0171.The geoid height was determined by GEOID03.
 SF0171
 SF0171;                    North         East     Units Scale Factor Converg.
 SF0171;SPC ME E     -   398,755.098   333,810.952   MT  0.99991404   +0 19 41.0
 SF0171;UTM  19      - 5,233,824.644   571,632.853   MT  0.99966306   +0 41 43.0
 SF0171
 SF0171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0171!SPC ME E     -   0.99998229  x   0.99991404  =   0.99989633
 SF0171!UTM  19      -   0.99998229  x   0.99966306  =   0.99964536
 SF0171
 SF0171|---------------------------------------------------------------------|
 SF0171| PID    Reference Object                     Distance      Geod. Az  |
 SF0171|                                                           dddmmss.s |
 SF0171| DA4696 REFERENCE MON 128 RM 1               14.209 METERS 09554     |
 SF0171| SF0246 REFERENCE MON S 40A                 APPROX. 0.6 KM 1640411.4 |
 SF0171| DA4697 REFERENCE MON 128 RM 2                9.889 METERS 20100     |
 SF0171| SF0182 REFERENCE MON C 39A                 490.254 METERS 3472941.2 |
 SF0171|---------------------------------------------------------------------|
 SF0171
 SF0171                          SUPERSEDED SURVEY CONTROL
 SF0171
 SF0171  NAD 83(1992)-  47 15 14.36975(N)    068 03 11.80699(W) AD(       ) 2
 SF0171  NAD 83(1986)-  47 15 14.37172(N)    068 03 11.79921(W) AD(       ) 2
 SF0171  NAD 27      -  47 15 14.22108(N)    068 03 13.68949(W) AD(       ) 2
 SF0171  NGVD 29 (07/19/86)  136.5    (m)          448.     (f) VERT ANG       
 SF0171
 SF0171.Superseded values are not recommended for survey control.
 SF0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0171.See file dsdata.txt to determine how the superseded data were derived.
 SF0171
 SF0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN7163333825(NAD 83)
 SF0171
 SF0171  HISTORY     - Date     Condition        Report By
 SF0171  HISTORY     - 1951     MONUMENTED       IBC
 SF0171  HISTORY     - 1975     SEE DESCRIPTION  NGS
 SF0171
 SF0171                          STATION DESCRIPTION
 SF0171
 SF0171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CRM)
 SF0171'THE MONUMENT WAS RECOVERED IN GOOD CONDITION.  TWO REFERENCE
 SF0171'MARKS WERE ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 SF0171'
 SF0171'THE MONUMENT IS LOCATED ABOUT 1/2 MILE WEST-SOUTHWEST OF
 SF0171'STE. ANNE DE MADAWASKA, NEW BRUNSWICK, ON QUISIBIS ISLAND,
 SF0171'ABOUT 0.2 MILE SOUTHEAST OF THE NORTHWEST END OF THE ISLAND,
 SF0171'AND IN A GRASSY AREA ABOUT 100 FEET NORTHEAST OF THE SOUTHWEST
 SF0171'SHORE OF THE ISLAND.
 SF0171'
 SF0171'A BOAT IS REQUIRED TO REACH THE MONUMENT.
 SF0171'
 SF0171'THE REFERENCE MONUMENT, UNSTAMPED, IS A BRONZE TRIANGULATION
 SF0171'DISK SET IN A PYRAMID-SHAPED CONCRETE BASE THAT IS 3 FEET SQUARE
 SF0171'AND PROJECTS 6 INCHES.  RENEWED 1917 AND CANADA IS CAST IN THE
 SF0171'CONCRETE BASE.  IT IS 5.0 FEET SOUTHWEST OF A STEEL WITNESS
 SF0171'POST WITH METAL SIGN ATTACHED.
 SF0171'
 SF0171'REFERENCE MARK 1, STAMPED 128-51 1 1973, IS A BRONZE REFERENCE
 SF0171'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT
 SF0171'IS 12-INCHES IN DIAMETER AND PROJECTS 2 INCHES.  IT IS 44.2
 SF0171'FEET EAST OF THE WITNESS POST.
 SF0171'
 SF0171'REFERENCE MARK 2, STAMPED 128-51 2 1973, IS A BRONZE REFERENCE
 SF0171'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT
 SF0171'IS 12-INCHES IN DIAMETER AND PROJECTS 4 INCHES.  IT IS 37.2 FEET
 SF0171'SOUTHWEST OF THE WITNESS POST.
 SF0171'
 SF0171'THE REFERENCE MARKS WERE SET IN 1973 BUT NOT CUT IN AND
 SF0171'MEASURED TO UNTIL THIS YEAR.
 SF0171'
 SF0171'IT IS 63.35 FEET OR 19.307 METERS BETWEEN THE REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0590 ***********************************************************************
 QF0590  DESIGNATION -  REFERENCE MON 129
 QF0590  PID         -  QF0590
 QF0590  STATE/COUNTY-  ME/WASHINGTON
 QF0590  USGS QUAD   -  VANCEBORO (1988)
 QF0590
 QF0590                         *CURRENT SURVEY CONTROL
 QF0590  ___________________________________________________________________
 QF0590* NAD 83(1996)-  45 33 54.88955(N)    067 25 46.58863(W)     ADJUSTED  
 QF0590* NAVD 88     -       119.     (meters)     390.     (feet)  SCALED    
 QF0590  ___________________________________________________________________
 QF0590  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 QF0590  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 QF0590
 QF0590  HORZ ORDER  -  THIRD
 QF0590
 QF0590.The horizontal coordinates were established by classical geodetic methods
 QF0590.and adjusted by the National Geodetic Survey in March 1998..
 QF0590
 QF0590.The orthometric height was scaled from a topographic map.
 QF0590
 QF0590.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0590
 QF0590.The geoid height was determined by GEOID03.
 QF0590
 QF0590;                    North         East     Units Scale Factor Converg.
 QF0590;SPC ME E     -   211,514.608   383,554.643   MT  0.99998581   +0 45 51.7
 QF0590;UTM  19      - 5,046,944.648   622,547.639   MT  0.99978464   +1 07 17.3
 QF0590
 QF0590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0590!SPC ME E     -   0.99998508  x   0.99998581  =   0.99997089
 QF0590!UTM  19      -   0.99998508  x   0.99978464  =   0.99976972
 QF0590
 QF0590|---------------------------------------------------------------------|
 QF0590| PID    Reference Object                     Distance      Geod. Az  |
 QF0590|                                                           dddmmss.s |
 QF0590| QF0571 SHED IBC                            269.005 METERS 11033     |
 QF0590| QF0567 WHARF IBC                           391.891 METERS 13111     |
 QF0590|---------------------------------------------------------------------|
 QF0590
 QF0590                          SUPERSEDED SURVEY CONTROL
 QF0590
 QF0590  NAD 83(1992)-  45 33 54.88511(N)    067 25 46.58592(W) AD(       ) 3
 QF0590  NAD 83(1986)-  45 33 54.88941(N)    067 25 46.59579(W) AD(       ) 3
 QF0590  NAD 27      -  45 33 54.65183(N)    067 25 48.58787(W) AD(       ) 3
 QF0590
 QF0590.Superseded values are not recommended for survey control.
 QF0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0590.See file dsdata.txt to determine how the superseded data were derived.
 QF0590
 QF0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2254846945(NAD 83)
 QF0590_MARKER: Z = SEE DESCRIPTION
 QF0590_SETTING: 80 = SET IN A BOULDER
 QF0590_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF0590
 QF0590  HISTORY     - Date     Condition        Report By
 QF0590  HISTORY     - 1917     MONUMENTED       IBC
 QF0590  HISTORY     - 1972     GOOD             IBC
 QF0590
 QF0590                          STATION DESCRIPTION
 QF0590
 QF0590'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (HOC)
 QF0590'IN VANCEBORO, ABOUT 200 METERS N OF THE CANADIAN PACIFIC RAILWAY, AND
 QF0590'15.8 METERS E OF WATER STREET, ON THE PROPERTY OF ED HOLBROOK.  THE
 QF0590'MONUMENT IS 4.6 METERS N OF THE PROPERTY LINE BETWEEN GETCHEL AND
 QF0590'HOLBROOK, ON A HOGBACK ROCK 1.8 METERS LONG AND 0.9 METER WIDE.
 QF0590'
 QF0590'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE POST
 QF0590'SET IN A DRILL HOLE IN THE ROCK.
 QF0590
 QF0590                          STATION RECOVERY (1972)
 QF0590
 QF0590'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF0590'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1842 ***********************************************************************
 QF1842  DESIGNATION -  REFERENCE MON 12=SHAW
 QF1842  PID         -  QF1842
 QF1842  STATE/COUNTY-  ME/AROOSTOOK
 QF1842  USGS QUAD   -  NORTH AMITY (1989)
 QF1842
 QF1842                         *CURRENT SURVEY CONTROL
 QF1842  ___________________________________________________________________
 QF1842* NAD 83(1996)-  45 52 52.24941(N)    067 48 15.10700(W)     ADJUSTED  
 QF1842* NAVD 88     -       133.     (meters)     436.     (feet)  SCALED    
 QF1842  ___________________________________________________________________
 QF1842  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 QF1842  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 QF1842
 QF1842  HORZ ORDER  -  THIRD
 QF1842
 QF1842.The horizontal coordinates were established by classical geodetic methods
 QF1842.and adjusted by the National Geodetic Survey in March 1998..
 QF1842
 QF1842.The orthometric height was scaled from a topographic map.
 QF1842
 QF1842.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1842
 QF1842.The geoid height was determined by GEOID03.
 QF1842
 QF1842;                    North         East     Units Scale Factor Converg.
 QF1842;SPC ME E     -   246,303.895   354,009.058   MT  0.99993585   +0 29 58.3
 QF1842;UTM  19      - 5,081,541.157   592,791.641   MT  0.99970585   +0 51 30.7
 QF1842
 QF1842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1842!SPC ME E     -   0.99998288  x   0.99993585  =   0.99991873
 QF1842!UTM  19      -   0.99998288  x   0.99970585  =   0.99968874
 QF1842
 QF1842|---------------------------------------------------------------------|
 QF1842| PID    Reference Object                     Distance      Geod. Az  |
 QF1842|                                                           dddmmss.s |
 QF1842| QF1836 DAN IBC                             149.194 METERS 03215     |
 QF1842| QF1840 REFERENCE MON 13                     37.240 METERS 08628     |
 QF1842|---------------------------------------------------------------------|
 QF1842
 QF1842                          SUPERSEDED SURVEY CONTROL
 QF1842
 QF1842  NAD 83(1992)-  45 52 52.24625(N)    067 48 15.10366(W) AD(       ) 4
 QF1842  NAD 83(1986)-  45 52 52.12717(N)    067 48 14.33745(W) AD(       ) 4
 QF1842  NAD 27      -  45 52 52.09137(N)    067 48 17.15644(W) AD(       ) 3
 QF1842
 QF1842.Superseded values are not recommended for survey control.
 QF1842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1842.See file dsdata.txt to determine how the superseded data were derived.
 QF1842
 QF1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9279281541(NAD 83)
 QF1842_MARKER: Z = SEE DESCRIPTION
 QF1842_SETTING: 0 = UNSPECIFIED SETTING
 QF1842
 QF1842  HISTORY     - Date     Condition        Report By
 QF1842  HISTORY     - 1912     MONUMENTED       IBC
 QF1842  HISTORY     - 1972     GOOD             IBC
 QF1842
 QF1842                          STATION DESCRIPTION
 QF1842
 QF1842'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (JEM)
 QF1842'ABOUT 1 MILE ABOVE THE MOUTH OF GREENLEAF BROOK, ABOUT 10 FEET WEST
 QF1842'OF THE TREE LINE AND THE HIGH WATER IN MONUMENT BROOK, NEAR THE SE
 QF1842'CORNER OF THE SITE WHERE AN OLD LOG BUILDING HAD STOOD.  IT IS ABOUT
 QF1842'ONE FOOT ABOVE HIGH WATER AND IN A POPLAR GROVE WITH A FEW CEDAR
 QF1842'TREES ON THE S.
 QF1842'
 QF1842'STATION MARK IS A BOUNDARY REFERENCE POST SET IN A CONCRETE BASE.
 QF1842
 QF1842                          STATION RECOVERY (1972)
 QF1842
 QF1842'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1842'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1840 ***********************************************************************
 QF1840  DESIGNATION -  REFERENCE MON 13
 QF1840  PID         -  QF1840
 QF1840  STATE/COUNTY-  ME/AROOSTOOK
 QF1840  USGS QUAD   -  NORTH AMITY (1989)
 QF1840
 QF1840                         *CURRENT SURVEY CONTROL
 QF1840  ___________________________________________________________________
 QF1840* NAD 83(1996)-  45 52 52.32383(N)    067 48 13.38329(W)     ADJUSTED  
 QF1840* NAVD 88     -       133.     (meters)     436.     (feet)  SCALED    
 QF1840  ___________________________________________________________________
 QF1840  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 QF1840  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 QF1840
 QF1840  HORZ ORDER  -  THIRD
 QF1840
 QF1840.The horizontal coordinates were established by classical geodetic methods
 QF1840.and adjusted by the National Geodetic Survey in March 1998..
 QF1840
 QF1840.The orthometric height was scaled from a topographic map.
 QF1840
 QF1840.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1840
 QF1840.The geoid height was determined by GEOID03.
 QF1840
 QF1840;                    North         East     Units Scale Factor Converg.
 QF1840;SPC ME E     -   246,306.517   354,046.204   MT  0.99993590   +0 29 59.5
 QF1840;UTM  19      - 5,081,544.010   592,828.761   MT  0.99970594   +0 51 31.9
 QF1840
 QF1840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1840!SPC ME E     -   0.99998288  x   0.99993590  =   0.99991878
 QF1840!UTM  19      -   0.99998288  x   0.99970594  =   0.99968883
 QF1840
 QF1840                          SUPERSEDED SURVEY CONTROL
 QF1840
 QF1840  NAD 83(1992)-  45 52 52.32071(N)    067 48 13.37999(W) AD(       ) 4
 QF1840  NAD 83(1986)-  45 52 52.18062(N)    067 48 12.61219(W) AD(       ) 4
 QF1840  NAD 27      -  45 52 52.17183(N)    067 48 15.43335(W) AD(       ) 3
 QF1840
 QF1840.Superseded values are not recommended for survey control.
 QF1840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1840.See file dsdata.txt to determine how the superseded data were derived.
 QF1840
 QF1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9282981544(NAD 83)
 QF1840_MARKER: Z = SEE DESCRIPTION
 QF1840_SETTING: 0 = UNSPECIFIED SETTING
 QF1840
 QF1840  HISTORY     - Date     Condition        Report By
 QF1840  HISTORY     - 1912     MONUMENTED       IBC
 QF1840  HISTORY     - 1946     GOOD             IBC
 QF1840  HISTORY     - 1972     GOOD             IBC
 QF1840
 QF1840                          STATION DESCRIPTION
 QF1840
 QF1840'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (JEM)
 QF1840'ON MONUMENT BROOK ABOUT 1 MILE ABOVE THE MOUTH OF GREENLEAF BROOK.
 QF1840'THE STATION IS ON THE OPPOSITE SHORE FROM REFERENCE MONUMENT 12 AND
 QF1840'6.4 METERS BACK FROM THE SHORELINE.
 QF1840'
 QF1840'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE POST
 QF1840'SET IN A CONCRETE BASE.  IN 1921 THE POST WAS BROKEN OFF AND ONLY THE
 QF1840'SHANK OF THE POST WAS LEFT IN PLACE TO MARK THE STATION.
 QF1840
 QF1840                          STATION RECOVERY (1946)
 QF1840
 QF1840'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF1840'MONUMENT IS 2 FEET ABOVE WATER IN OPEN WOODS.
 QF1840
 QF1840                          STATION RECOVERY (1972)
 QF1840
 QF1840'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1840'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0176 ***********************************************************************
 SF0176  DESIGNATION -  REFERENCE MON 130
 SF0176  PID         -  SF0176
 SF0176  STATE/COUNTY-  ME/AROOSTOOK
 SF0176  USGS QUAD   -  LILLE (1986)
 SF0176
 SF0176                         *CURRENT SURVEY CONTROL
 SF0176  ___________________________________________________________________
 SF0176* NAD 83(1996)-  47 15 58.13218(N)    068 05 00.35983(W)     ADJUSTED  
 SF0176* NAVD 88     -       136.1    (meters)     447.     (feet)  VERTCON   
 SF0176  ___________________________________________________________________
 SF0176  LAPLACE CORR-           6.02  (seconds)                    DEFLEC99
 SF0176  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 SF0176
 SF0176  HORZ ORDER  -  SECOND
 SF0176
 SF0176.The horizontal coordinates were established by classical geodetic methods
 SF0176.and adjusted by the National Geodetic Survey in March 1998..
 SF0176
 SF0176.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0176
 SF0176.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0176
 SF0176.The geoid height was determined by GEOID03.
 SF0176
 SF0176;                    North         East     Units Scale Factor Converg.
 SF0176;SPC ME E     -   400,093.700   331,521.552   MT  0.99991221   +0 18 21.5
 SF0176;UTM  19      - 5,235,148.209   569,335.500   MT  0.99965908   +0 40 23.7
 SF0176
 SF0176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0176!SPC ME E     -   0.99998233  x   0.99991221  =   0.99989454
 SF0176!UTM  19      -   0.99998233  x   0.99965908  =   0.99964142
 SF0176
 SF0176|---------------------------------------------------------------------|
 SF0176| PID    Reference Object                     Distance      Geod. Az  |
 SF0176|                                                           dddmmss.s |
 SF0176| DA4698 REFERENCE MON 130 RM 1                8.830 METERS 14654     |
 SF0176| SF0179 LILLE CH SE CUPOLA IBC 1975         APPROX. 2.4 KM 3065313.0 |
 SF0176| SF0258 LEVESQUE MW TWR IBC 1973            APPROX.23.1 KM 3234026.7 |
 SF0176| DA4699 REFERENCE MON 130 RM 2               10.868 METERS 32632     |
 SF0176|---------------------------------------------------------------------|
 SF0176
 SF0176                          SUPERSEDED SURVEY CONTROL
 SF0176
 SF0176  NAD 83(1992)-  47 15 58.12831(N)    068 05 00.35732(W) AD(       ) 2
 SF0176  NAD 83(1986)-  47 15 58.13064(N)    068 05 00.34940(W) AD(       ) 2
 SF0176  NAD 27      -  47 15 57.98088(N)    068 05 02.23421(W) AD(       ) 2
 SF0176  NGVD 29 (07/19/86)  136.3    (m)          447.     (f) VERT ANG       
 SF0176
 SF0176.Superseded values are not recommended for survey control.
 SF0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0176.See file dsdata.txt to determine how the superseded data were derived.
 SF0176
 SF0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN6933635148(NAD 83)
 SF0176
 SF0176  HISTORY     - Date     Condition        Report By
 SF0176  HISTORY     - 1951     MONUMENTED       IBC
 SF0176  HISTORY     - 1975     SEE DESCRIPTION  NGS
 SF0176
 SF0176                          STATION DESCRIPTION
 SF0176
 SF0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CRM)
 SF0176'THE STEM OF THE DISK SET IN 1951 WAS RECOVERED.  TWO REFERENCE
 SF0176'MARKS WERE ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 SF0176'
 SF0176'THE REFERENCE MONUMENT IS LOCATED ABOUT 2 MILES WEST-NORTHWEST
 SF0176'OF STE. ANNE DE MADAWASKA, NEW BRUNSWICK, ON LA GRANDE ISLE,
 SF0176'ON A NARROW RIDGE THAT IS THE HIGHEST GROUND ON THE ISLAND,
 SF0176'ABOUT 0.2 MILE NORTHWEST OF THE SOUTHEAST END OF THE ISLAND,
 SF0176'AND MID-WAY BETWEEN THE NORTHEAST AND SOUTHWEST SHORES OF
 SF0176'THE ISLAND.
 SF0176'
 SF0176'TO REACH THE REFERENCE MONUMENT FROM THE MT. CARMEL CATHOLIC
 SF0176'CHURCH IN LILLE, MAINE, GO SOUTHEAST ON U.S., HIGHWAY 1 FOR 1.1
 SF0176'MILES TO A FIELD ROAD ON THE LEFT.  TURN LEFT AND FOLLOW THE
 SF0176'FIELD ROAD NORTHEAST FOR 0.3 MILE TO A RAILROAD
 SF0176'CROSSING.  CONTINUE NORTHEAST AND NORTH FOR 0.45 MILE TO A
 SF0176'CAUSEWAY.  BEAR RIGHT, CROSS THE CAUSEWAY AND GO SOUTH ON A
 SF0176'FIELD ROAD FOR 0.6 MILE TO A FIELD ROAD ON THE LEFT.  TURN LEFT
 SF0176'AND GO NORTHEAST FOR 0.15 MILE TO THE TOP OF A NARROW RIDGE.
 SF0176'TURN RIGHT AND GO SOUTHEAST ALONG THE RIDGE FOR 0.05 MILE TO
 SF0176'THE REFERENCE MONUMENT.
 SF0176'
 SF0176'THE REFERENCE MONUMENT IS THE CENTER-PUNCHED STEM OF A BRONZE
 SF0176'DISK THAT IS SET IN A CONCRETE BASE THAT IS PYRAMID-SHAPED,
 SF0176'3 FEET SQUARE, AND IT PROJECTS 6 INCHES.  US 130 AND RENEWED
 SF0176'1917 IS CAST IN THE BASE.  IT IS 5.7 FEET SOUTH OF A STEEL,
 SF0176'WITNESS POST WITH METAL SIGN ATTACHED.
 SF0176'
 SF0176'REFERENCE MARK 1, STAMPED 130-51 1 1975, IS A BRONZE,
 SF0176'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0176'POST THAT IS 12-INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT
 SF0176'IS 32.2 FEET SOUTHEAST OF THE WITNESS POST.
 SF0176'
 SF0176'REFERENCE MARK 2, STAMPED 130-51 2 1975, IS A BRONZE,
 SF0176'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0176'POST THAT IS 12-INCHES IN DIAMETER AND FLUSH WITH GROUND.  IT
 SF0176'IS 33.4 FEET NORTHWEST OF THE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0581 ***********************************************************************
 QF0581  DESIGNATION -  REFERENCE MON 130
 QF0581  PID         -  QF0581
 QF0581  STATE/COUNTY-  ME/WASHINGTON
 QF0581  USGS QUAD   -  VANCEBORO (1988)
 QF0581
 QF0581                         *CURRENT SURVEY CONTROL
 QF0581  ___________________________________________________________________
 QF0581* NAD 83(1996)-  45 33 46.66442(N)    067 25 38.69083(W)     ADJUSTED  
 QF0581* NAVD 88     -       113.     (meters)     371.     (feet)  SCALED    
 QF0581  ___________________________________________________________________
 QF0581  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 QF0581  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 QF0581
 QF0581  HORZ ORDER  -  THIRD
 QF0581
 QF0581.The horizontal coordinates were established by classical geodetic methods
 QF0581.and adjusted by the National Geodetic Survey in March 1998..
 QF0581
 QF0581.The orthometric height was scaled from a topographic map.
 QF0581
 QF0581.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0581
 QF0581.The geoid height was determined by GEOID03.
 QF0581
 QF0581;                    North         East     Units Scale Factor Converg.
 QF0581;SPC ME E     -   211,262.987   383,729.288   MT  0.99998617   +0 45 57.2
 QF0581;UTM  19      - 5,046,694.171   622,723.813   MT  0.99978517   +1 07 22.8
 QF0581
 QF0581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0581!SPC ME E     -   0.99998602  x   0.99998617  =   0.99997219
 QF0581!UTM  19      -   0.99998602  x   0.99978517  =   0.99977119
 QF0581
 QF0581|---------------------------------------------------------------------|
 QF0581| PID    Reference Object                     Distance      Geod. Az  |
 QF0581|                                                           dddmmss.s |
 QF0581| QF0577 REFERENCE MON 127 ECC               227.712 METERS 00524     |
 QF0581| QF0571 SHED IBC                            178.713 METERS 02649     |
 QF0581| QF0567 WHARF IBC                           123.738 METERS 09154     |
 QF0581| QF0637 VANCEBORO SCH HOUSE CHY             435.714 METERS 3150151.6 |
 QF0581|---------------------------------------------------------------------|
 QF0581
 QF0581                          SUPERSEDED SURVEY CONTROL
 QF0581
 QF0581  NAD 83(1992)-  45 33 46.65991(N)    067 25 38.68806(W) AD(       ) 3
 QF0581  NAD 83(1986)-  45 33 46.66420(N)    067 25 38.69788(W) AD(       ) 3
 QF0581  NAD 27      -  45 33 46.42956(N)    067 25 40.68932(W) AD(       ) 3
 QF0581
 QF0581.Superseded values are not recommended for survey control.
 QF0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0581.See file dsdata.txt to determine how the superseded data were derived.
 QF0581
 QF0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2272446694(NAD 83)
 QF0581_MARKER: Z = SEE DESCRIPTION
 QF0581_SETTING: 0 = UNSPECIFIED SETTING
 QF0581
 QF0581  HISTORY     - Date     Condition        Report By
 QF0581  HISTORY     - 1917     MONUMENTED       IBC
 QF0581  HISTORY     - 1972     MARK NOT FOUND   IBC
 QF0581
 QF0581                          STATION DESCRIPTION
 QF0581
 QF0581'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (HOC)
 QF0581'IN VANCEBORO, 104 METERS S OF THE CANADIAN PACIFIC RWY, 30 METERS W
 QF0581'OF THE W SHORE OF THE ST CROIX RIVER, AND 122 METERS E OF THE
 QF0581'SAWMILL.  IT IS ON A SMALL RIDGE THAT JUTS OUT TOWARD THE RIVER.
 QF0581'
 QF0581'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE POST
 QF0581'SET IN A CONCRETE BASE.
 QF0581
 QF0581                          STATION RECOVERY (1972)
 QF0581
 QF0581'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF0581'THIS AREA HAS BEEN USED AS A GRAVEL PIT FOR A NUMBER OF YEARS.  PART
 QF0581'OF THE RIDGE HAS BEEN CUT AWAY AND THE STATION IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0374 ***********************************************************************
 QF0374  DESIGNATION -  REFERENCE MON 132
 QF0374  PID         -  QF0374
 QF0374  STATE/COUNTY-  ME/WASHINGTON
 QF0374  USGS QUAD   -  VANCEBORO (1988)
 QF0374
 QF0374                         *CURRENT SURVEY CONTROL
 QF0374  ___________________________________________________________________
 QF0374* NAD 83(1996)-  45 33 24.29420(N)    067 25 24.62600(W)     ADJUSTED  
 QF0374* NAVD 88     -       114.     (meters)     374.     (feet)  SCALED    
 QF0374  ___________________________________________________________________
 QF0374  LAPLACE CORR-           2.75  (seconds)                    DEFLEC99
 QF0374  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 QF0374
 QF0374  HORZ ORDER  -  THIRD
 QF0374
 QF0374.The horizontal coordinates were established by classical geodetic methods
 QF0374.and adjusted by the National Geodetic Survey in March 1998..
 QF0374
 QF0374.The orthometric height was scaled from a topographic map.
 QF0374
 QF0374.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0374
 QF0374.The geoid height was determined by GEOID03.
 QF0374
 QF0374;                    North         East     Units Scale Factor Converg.
 QF0374;SPC ME E     -   210,576.507   384,043.536   MT  0.99998681   +0 46 07.0
 QF0374;UTM  19      - 5,046,009.800   623,042.270   MT  0.99978613   +1 07 32.4
 QF0374
 QF0374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0374!SPC ME E     -   0.99998586  x   0.99998681  =   0.99997267
 QF0374!UTM  19      -   0.99998586  x   0.99978613  =   0.99977199
 QF0374
 QF0374|---------------------------------------------------------------------|
 QF0374| PID    Reference Object                     Distance      Geod. Az  |
 QF0374|                                                           dddmmss.s |
 QF0374| QF0365 REFERENCE MON 131                   260.301 METERS 15408     |
 QF0374| QF0382 TS N3 IBC                           369.982 METERS 19132     |
 QF0374|---------------------------------------------------------------------|
 QF0374
 QF0374                          SUPERSEDED SURVEY CONTROL
 QF0374
 QF0374  NAD 83(1992)-  45 33 24.28910(N)    067 25 24.62349(W) AD(       ) 3
 QF0374  NAD 83(1986)-  45 33 24.29321(N)    067 25 24.63326(W) AD(       ) 3
 QF0374  NAD 27      -  45 33 24.05400(N)    067 25 26.63800(W) AD(       ) 3
 QF0374
 QF0374.Superseded values are not recommended for survey control.
 QF0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0374.See file dsdata.txt to determine how the superseded data were derived.
 QF0374
 QF0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2304246010(NAD 83)
 QF0374_MARKER: Z = SEE DESCRIPTION
 QF0374_SETTING: 0 = UNSPECIFIED SETTING
 QF0374
 QF0374  HISTORY     - Date     Condition        Report By
 QF0374  HISTORY     - 1917     MONUMENTED       IBC
 QF0374
 QF0374                          STATION DESCRIPTION
 QF0374
 QF0374'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (NWS)
 QF0374'ON THE W SHORE OF THE ST CROIX RIVER, 3/4 MILE BELOW THE CANADIAN
 QF0374'PACIFIC RWY BRIDGE AT VANCEBORO.  IT IS ABOUT 100 METERS N OF THE
 QF0374'HEAD OF A LITTLE BAY WHICH IS W OF A PROMINENT POINT ON THE UNITED
 QF0374'STATES SHORE.  IT IS ABOUT 325 METERS NE OF THE CEMETERY AND 25
 QF0374'METERS FROM THE RIVER.
 QF0374'
 QF0374'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE
 QF0374'POST SET IN A CONCRETE BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0273 ***********************************************************************
 SF0273  DESIGNATION -  REFERENCE MON 134A
 SF0273  PID         -  SF0273
 SF0273  STATE/COUNTY-  ME/AROOSTOOK
 SF0273  USGS QUAD   -  MADAWASKA (1986)
 SF0273
 SF0273                         *CURRENT SURVEY CONTROL
 SF0273  ___________________________________________________________________
 SF0273* NAD 83(1996)-  47 21 10.35068(N)    068 15 27.55639(W)     ADJUSTED  
 SF0273* NAVD 88     -       135.0    (meters)     443.     (feet)  VERTCON   
 SF0273  ___________________________________________________________________
 SF0273  LAPLACE CORR-           5.56  (seconds)                    DEFLEC99
 SF0273  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 SF0273
 SF0273  HORZ ORDER  -  SECOND
 SF0273
 SF0273.The horizontal coordinates were established by classical geodetic methods
 SF0273.and adjusted by the National Geodetic Survey in March 1998..
 SF0273
 SF0273.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0273.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0273
 SF0273.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0273
 SF0273.The geoid height was determined by GEOID03.
 SF0273
 SF0273;                    North         East     Units Scale Factor Converg.
 SF0273;SPC ME E     -   409,679.125   318,308.285   MT  0.99990412   +0 10 41.7
 SF0273;UTM  19      - 5,244,646.216   556,064.460   MT  0.99963863   +0 32 45.7
 SF0273
 SF0273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0273!SPC ME E     -   0.99998257  x   0.99990412  =   0.99988669
 SF0273!UTM  19      -   0.99998257  x   0.99963863  =   0.99962121
 SF0273
 SF0273|---------------------------------------------------------------------|
 SF0273| PID    Reference Object                     Distance      Geod. Az  |
 SF0273|                                                           dddmmss.s |
 SF0273| DA4700 REFERENCE MON 134A RM 1               6.831 METERS 11342     |
 SF0273| DA4701 REFERENCE MON 134A RM 2               7.852 METERS 23845     |
 SF0273| SF0268 ST DAVID CH CROSS IBC 1957          APPROX. 1.6 KM 2543214.3 |
 SF0273| SF0279 MWSKA CATH CH SP IBC 1951           APPROX. 5.3 KM 2720457.6 |
 SF0273|---------------------------------------------------------------------|
 SF0273
 SF0273                          SUPERSEDED SURVEY CONTROL
 SF0273
 SF0273  NAD 83(1992)-  47 21 10.34607(N)    068 15 27.55350(W) AD(       ) 2
 SF0273  NAD 83(1986)-  47 21 10.35063(N)    068 15 27.54475(W) AD(       ) 2
 SF0273  NAD 27      -  47 21 10.20608(N)    068 15 29.39641(W) AD(       ) 2
 SF0273  NGVD 29 (07/19/86)  135.1    (m)          443.     (f) VERT ANG       
 SF0273
 SF0273.Superseded values are not recommended for survey control.
 SF0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0273.See file dsdata.txt to determine how the superseded data were derived.
 SF0273
 SF0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN5606444646(NAD 83)
 SF0273_MARKER: Z = SEE DESCRIPTION
 SF0273_SETTING: 0 = UNSPECIFIED SETTING
 SF0273
 SF0273  HISTORY     - Date     Condition        Report By
 SF0273  HISTORY     - 1975     MONUMENTED       IBC
 SF0273
 SF0273                          STATION DESCRIPTION
 SF0273
 SF0273'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1975 (CRM)
 SF0273'THE REFERENCE MONUMENT IS LOCATED ABOUT 1-1/4 MILES
 SF0273'WEST-SOUTHWEST ST. BASILE, NEW BRUNSWICK, 1 MILE EAST-NORTHEAST
 SF0273'OF ST. DAVID, MAINE, ON THE SOUTH SIDE OF A SMALL, UNNAMED
 SF0273'ISLAND, AND ABOUT MIDWAY BETWEEN THE EAST AND WEST ENDS OF THE
 SF0273'ISLAND.
 SF0273'
 SF0273'A BOAT IS REQUIRED TO REACH THE REFERENCE MONUMENT.
 SF0273'
 SF0273'THE REFERENCE MONUMENT, STAMPED 134A-75 1975, IS A BRONZE,
 SF0273'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0273'POST THAT IS 18 INCHES IN DIAMETER AND PROJECTS 1 FOOT.  IT
 SF0273'IS 30 FEET NORTH OF THE RIVER BANK AND 7.8 FEET EAST OF A STEEL,
 SF0273'WITNESS POST WITH METAL SIGN ATTACHED.
 SF0273'
 SF0273'REFERENCE MARK 1, STAMPED 134A-75 1 1975, IS A BRONZE,
 SF0273'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0273'POST THAT IS 12 INCHES IN DIAMETER AND PROJECTS 18 INCHES.  IT
 SF0273'IS 29.9 FEET EAST-SOUTHEAST OF THE WITNESS POST AND 21 FEET
 SF0273'NORTH OF THE RIVER BANK.
 SF0273'
 SF0273'REFERENCE MARK 2, STAMPED 134A-75 2 1975, IS A BRONZE,
 SF0273'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0273'POST THAT IS 20 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT
 SF0273'IS 20.8 FEET SOUTHWEST OF THE WITNESS POST AND 13 FEET NORTH OF
 SF0273'THE RIVER BANK.
 SF0273'
 SF0273'IT IS 42.77 FEET OR 13.035 METERS BETWEEN THE REFERENCE MARKS.
 SF0273'
 SF0273'NOTE--THE REFERENCE MARKS WERE LOCATED WITH SUCH CHECKS AND
 SF0273'ACCURACY THAT THEY MAY BE USED IN LIEU OF LOST REFERENCE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0419 ***********************************************************************
 QF0419  DESIGNATION -  REFERENCE MON 134=TS N17
 QF0419  PID         -  QF0419
 QF0419  STATE/COUNTY-  ME/WASHINGTON
 QF0419  USGS QUAD   -  VANCEBORO (1988)
 QF0419
 QF0419                         *CURRENT SURVEY CONTROL
 QF0419  ___________________________________________________________________
 QF0419* NAD 83(1996)-  45 32 27.17956(N)    067 25 47.41262(W)     ADJUSTED  
 QF0419* NAVD 88     -       109.     (meters)     358.     (feet)  SCALED    
 QF0419  ___________________________________________________________________
 QF0419  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 QF0419  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 QF0419
 QF0419  HORZ ORDER  -  THIRD
 QF0419
 QF0419.The horizontal coordinates were established by classical geodetic methods
 QF0419.and adjusted by the National Geodetic Survey in March 1998..
 QF0419
 QF0419.The orthometric height was scaled from a topographic map.
 QF0419
 QF0419.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0419
 QF0419.The geoid height was determined by GEOID03.
 QF0419
 QF0419;                    North         East     Units Scale Factor Converg.
 QF0419;SPC ME E     -   208,806.783   383,572.884   MT  0.99998584   +0 45 49.9
 QF0419;UTM  19      - 5,044,237.534   622,582.747   MT  0.99978475   +1 07 15.0
 QF0419
 QF0419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0419!SPC ME E     -   0.99998664  x   0.99998584  =   0.99997248
 QF0419!UTM  19      -   0.99998664  x   0.99978475  =   0.99977139
 QF0419
 QF0419|---------------------------------------------------------------------|
 QF0419| PID    Reference Object                     Distance      Geod. Az  |
 QF0419|                                                           dddmmss.s |
 QF0419| QF0420 REFERENCE MON 134A                   26.335 METERS 20057     |
 QF0419| QF0423 REFERENCE MON 133                    62.805 METERS 20057     |
 QF0419|---------------------------------------------------------------------|
 QF0419
 QF0419                          SUPERSEDED SURVEY CONTROL
 QF0419
 QF0419  NAD 83(1992)-  45 32 27.17457(N)    067 25 47.41006(W) AD(       ) 3
 QF0419  NAD 83(1986)-  45 32 27.17855(N)    067 25 47.41959(W) AD(       ) 3
 QF0419  NAD 27      -  45 32 26.92200(N)    067 25 49.41500(W) AD(       ) 3
 QF0419
 QF0419.Superseded values are not recommended for survey control.
 QF0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0419.See file dsdata.txt to determine how the superseded data were derived.
 QF0419
 QF0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2258344238(NAD 83)
 QF0419_MARKER: Z = SEE DESCRIPTION
 QF0419_SETTING: 80 = SET IN A BOULDER
 QF0419_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF0419
 QF0419  HISTORY     - Date     Condition        Report By
 QF0419  HISTORY     - 1917     MONUMENTED       IBC
 QF0419
 QF0419                          STATION DESCRIPTION
 QF0419
 QF0419'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (NWS)
 QF0419'ABOUT 2 MILES BELOW VANCEBORO, ON THE EXTREME LOWER END OF WINGDAM
 QF0419'ISLAND IN THE ST CROIX RIVER.  IT IS 22 METERS INSHORE FROM THE RIPS,
 QF0419'13 METERS FROM THE SHORE OF THE W CHANNEL OF THE RIVER, OPPOSITE
 QF0419'SALMON BROOK, AND ON A ROCK 1.5 BY 0.9 BY 0.9 METER IN SIZE.
 QF0419'
 QF0419'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE
 QF0419'POST SET IN A DRILL HOLE IN THE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0536 ***********************************************************************
 QF0536  DESIGNATION -  REFERENCE MON 136
 QF0536  PID         -  QF0536
 QF0536  STATE/COUNTY-  ME/WASHINGTON
 QF0536  USGS QUAD   -  VANCEBORO (1988)
 QF0536
 QF0536                         *CURRENT SURVEY CONTROL
 QF0536  ___________________________________________________________________
 QF0536* NAD 83(1996)-  45 31 46.29467(N)    067 26 07.67673(W)     ADJUSTED  
 QF0536* NAVD 88     -       109.     (meters)     358.     (feet)  SCALED    
 QF0536  ___________________________________________________________________
 QF0536  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 QF0536  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 QF0536
 QF0536  HORZ ORDER  -  THIRD
 QF0536
 QF0536.The horizontal coordinates were established by classical geodetic methods
 QF0536.and adjusted by the National Geodetic Survey in March 1998..
 QF0536
 QF0536.The orthometric height was scaled from a topographic map.
 QF0536
 QF0536.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0536
 QF0536.The geoid height was determined by GEOID03.
 QF0536
 QF0536;                    North         East     Units Scale Factor Converg.
 QF0536;SPC ME E     -   207,538.835   383,150.040   MT  0.99998498   +0 45 34.9
 QF0536;UTM  19      - 5,042,967.232   622,167.893   MT  0.99978350   +1 06 59.8
 QF0536
 QF0536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0536!SPC ME E     -   0.99998664  x   0.99998498  =   0.99997162
 QF0536!UTM  19      -   0.99998664  x   0.99978350  =   0.99977014
 QF0536
 QF0536                          SUPERSEDED SURVEY CONTROL
 QF0536
 QF0536  NAD 83(1992)-  45 31 46.29011(N)    067 26 07.67393(W) AD(       ) 3
 QF0536  NAD 83(1986)-  45 31 46.29407(N)    067 26 07.68331(W) AD(       ) 3
 QF0536  NAD 27      -  45 31 46.03700(N)    067 26 09.68300(W) AD(       ) 3
 QF0536
 QF0536.Superseded values are not recommended for survey control.
 QF0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0536.See file dsdata.txt to determine how the superseded data were derived.
 QF0536
 QF0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2216842967(NAD 83)
 QF0536_MARKER: Z = SEE DESCRIPTION
 QF0536_SETTING: 80 = SET IN A BOULDER
 QF0536_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF0536
 QF0536  HISTORY     - Date     Condition        Report By
 QF0536  HISTORY     - 1917     MONUMENTED       IBC
 QF0536
 QF0536                          STATION DESCRIPTION
 QF0536
 QF0536'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (NWS)
 QF0536'ON THE W SHORE OF THE ST CROIX RIVER, ABOUT 90 METERS ABOVE THE HEAD
 QF0536'OF MILE RIPS.  IT IS 20 METERS DOWNSTREAM FROM A WOVEN - WIRE FENCE
 QF0536'AND 3 METERS FROM THE RIVER BANK, ON A BOULDER THE PROJECTS 1 FOOT
 QF0536'OUT OF THE GROUND.
 QF0536'
 QF0536'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE POST
 QF0536'SET IN A DRILL HOLE IN THE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0442 ***********************************************************************
 QF0442  DESIGNATION -  REFERENCE MON 136A=HOLBROOK
 QF0442  PID         -  QF0442
 QF0442  STATE/COUNTY-  ME/WASHINGTON
 QF0442  USGS QUAD   -  VANCEBORO (1988)
 QF0442
 QF0442                         *CURRENT SURVEY CONTROL
 QF0442  ___________________________________________________________________
 QF0442* NAD 83(1996)-  45 31 10.23585(N)    067 25 58.17526(W)     ADJUSTED  
 QF0442* NAVD 88     -       106.     (meters)     348.     (feet)  SCALED    
 QF0442  ___________________________________________________________________
 QF0442  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 QF0442  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 QF0442
 QF0442  HORZ ORDER  -  THIRD
 QF0442
 QF0442.The horizontal coordinates were established by classical geodetic methods
 QF0442.and adjusted by the National Geodetic Survey in March 1998..
 QF0442
 QF0442.The orthometric height was scaled from a topographic map.
 QF0442
 QF0442.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0442
 QF0442.The geoid height was determined by GEOID03.
 QF0442
 QF0442;                    North         East     Units Scale Factor Converg.
 QF0442;SPC ME E     -   206,428.450   383,370.989   MT  0.99998543   +0 45 41.3
 QF0442;UTM  19      - 5,041,858.469   622,395.708   MT  0.99978418   +1 07 05.9
 QF0442
 QF0442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0442!SPC ME E     -   0.99998711  x   0.99998543  =   0.99997254
 QF0442!UTM  19      -   0.99998711  x   0.99978418  =   0.99977129
 QF0442
 QF0442|---------------------------------------------------------------------|
 QF0442| PID    Reference Object                     Distance      Geod. Az  |
 QF0442|                                                           dddmmss.s |
 QF0442| QF0440 HORNET IBC                          263.653 METERS 00632     |
 QF0442| QF0435 FOUND IBC                           325.088 METERS 01036     |
 QF0442| QF0436 REFERENCE MON 135A=WOOD              61.251 METERS 04910     |
 QF0442|---------------------------------------------------------------------|
 QF0442
 QF0442                          SUPERSEDED SURVEY CONTROL
 QF0442
 QF0442  NAD 83(1992)-  45 31 10.23169(N)    067 25 58.17250(W) AD(       ) 3
 QF0442  NAD 83(1986)-  45 31 10.23566(N)    067 25 58.18174(W) AD(       ) 3
 QF0442  NAD 27      -  45 31 09.98800(N)    067 26 00.17900(W) AD(       ) 3
 QF0442
 QF0442.Superseded values are not recommended for survey control.
 QF0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0442.See file dsdata.txt to determine how the superseded data were derived.
 QF0442
 QF0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2239641858(NAD 83)
 QF0442_MARKER: DH = HORIZONTAL CONTROL DISK
 QF0442_SETTING: 80 = SET IN A BOULDER
 QF0442_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0442+STABILITY: SURFACE MOTION
 QF0442
 QF0442  HISTORY     - Date     Condition        Report By
 QF0442  HISTORY     - 1910     MONUMENTED       IBC
 QF0442
 QF0442                          STATION DESCRIPTION
 QF0442
 QF0442'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JEM)
 QF0442'ON THE W BANK OF THE ST CROIX RIVER, AT THE ELBOW OF THE STREAM NEAR
 QF0442'THE LOWER END OF MILE RIPS.  IT IS AT THE LANDING PLACE AT THE
 QF0442'HOLBROOK FARM, ON AN IGNEOUS ROCK ABOUT 1 METER IN CROSS SECTION AND
 QF0442'1/2 METER HIGH, THAT EXTENDS OUTSIDE THE SHORELINE ABOUT 0.6 METER.
 QF0442'
 QF0442'STATION MARK IS A C AND GS BRONZE DISK SET IN A DRILL HOLE IN THE
 QF0442'ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0398 ***********************************************************************
 QF0398  DESIGNATION -  REFERENCE MON 138
 QF0398  PID         -  QF0398
 QF0398  STATE/COUNTY-  ME/WASHINGTON
 QF0398  USGS QUAD   -  VANCEBORO (1988)
 QF0398
 QF0398                         *CURRENT SURVEY CONTROL
 QF0398  ___________________________________________________________________
 QF0398* NAD 83(1996)-  45 30 51.79762(N)    067 25 34.67599(W)     ADJUSTED  
 QF0398* NAVD 88     -       106.     (meters)     348.     (feet)  SCALED    
 QF0398  ___________________________________________________________________
 QF0398  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 QF0398  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 QF0398
 QF0398  HORZ ORDER  -  THIRD
 QF0398
 QF0398.The horizontal coordinates were established by classical geodetic methods
 QF0398.and adjusted by the National Geodetic Survey in March 1998..
 QF0398
 QF0398.The orthometric height was scaled from a topographic map.
 QF0398
 QF0398.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0398
 QF0398.The geoid height was determined by GEOID03.
 QF0398
 QF0398;                    North         East     Units Scale Factor Converg.
 QF0398;SPC ME E     -   205,866.069   383,888.553   MT  0.99998649   +0 45 57.8
 QF0398;UTM  19      - 5,041,299.433   622,916.660   MT  0.99978576   +1 07 22.3
 QF0398
 QF0398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0398!SPC ME E     -   0.99998711  x   0.99998649  =   0.99997360
 QF0398!UTM  19      -   0.99998711  x   0.99978576  =   0.99977287
 QF0398
 QF0398|---------------------------------------------------------------------|
 QF0398| PID    Reference Object                     Distance      Geod. Az  |
 QF0398|                                                           dddmmss.s |
 QF0398| QF0396 REFERENCE MON 138A                   11.902 METERS 02306     |
 QF0398| QF0386 CRIB IBC                            255.109 METERS 02306     |
 QF0398| QF0406 CASE IBC                            489.823 METERS 3505100.2 |
 QF0398|---------------------------------------------------------------------|
 QF0398
 QF0398                          SUPERSEDED SURVEY CONTROL
 QF0398
 QF0398  NAD 83(1992)-  45 30 51.79372(N)    067 25 34.67365(W) AD(       ) 3
 QF0398  NAD 83(1986)-  45 30 51.79779(N)    067 25 34.68283(W) AD(       ) 3
 QF0398  NAD 27      -  45 30 51.55700(N)    067 25 36.69300(W) AD(       ) 3
 QF0398
 QF0398.Superseded values are not recommended for survey control.
 QF0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0398.See file dsdata.txt to determine how the superseded data were derived.
 QF0398
 QF0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2291741299(NAD 83)
 QF0398_MARKER: Z = SEE DESCRIPTION
 QF0398_SETTING: 80 = SET IN A BOULDER
 QF0398_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF0398
 QF0398  HISTORY     - Date     Condition        Report By
 QF0398  HISTORY     - 1917     MONUMENTED       IBC
 QF0398
 QF0398                          STATION DESCRIPTION
 QF0398
 QF0398'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (NWS)
 QF0398'ON THE W BANK OF THE ST CROIX RIVER, OPPOSITE THE LARGE ISLAND THAT
 QF0398'IS 1/4 MILE BELOW MILE RIPS.  IT IS ON THE PROPERTY OF MR HOLBROOK,
 QF0398'1/4 MILE BELOW THE ABANDONED FARMHOUSE USED AS A RIVER DRIVERS CAMP,
 QF0398'AND IS 12 METERS FROM THE RIVER BANK.
 QF0398'
 QF0398'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE
 QF0398'POST SET IN A DRILL HOLE IN A ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0303 ***********************************************************************
 SF0303  DESIGNATION -  REFERENCE MON 138A
 SF0303  PID         -  SF0303
 SF0303  STATE/COUNTY-  ME/AROOSTOOK
 SF0303  USGS QUAD   -  MADAWASKA (1986)
 SF0303
 SF0303                         *CURRENT SURVEY CONTROL
 SF0303  ___________________________________________________________________
 SF0303* NAD 83(1996)-  47 21 28.52492(N)    068 18 06.48348(W)     ADJUSTED  
 SF0303* NAVD 88     -       138.0    (meters)     453.     (feet)  VERTCON   
 SF0303  ___________________________________________________________________
 SF0303  LAPLACE CORR-           5.52  (seconds)                    DEFLEC99
 SF0303  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 SF0303
 SF0303  HORZ ORDER  -  SECOND
 SF0303
 SF0303.The horizontal coordinates were established by classical geodetic methods
 SF0303.and adjusted by the National Geodetic Survey in March 1998..
 SF0303
 SF0303.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0303.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0303
 SF0303.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0303
 SF0303.The geoid height was determined by GEOID03.
 SF0303
 SF0303;                    North         East     Units Scale Factor Converg.
 SF0303;SPC ME E     -   410,230.908   314,971.763   MT  0.99990275   +0 08 44.9
 SF0303;UTM  19      - 5,245,176.428   552,725.357   MT  0.99963416   +0 30 49.0
 SF0303
 SF0303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0303!SPC ME E     -   0.99998211  x   0.99990275  =   0.99988486
 SF0303!UTM  19      -   0.99998211  x   0.99963416  =   0.99961628
 SF0303
 SF0303|---------------------------------------------------------------------|
 SF0303| PID    Reference Object                     Distance      Geod. Az  |
 SF0303|                                                           dddmmss.s |
 SF0303| SF0305 REFERENCE MON C 54A                 154.541 METERS 02559     |
 SF0303| SF0304 138A IBC 1975 RM 1 1975               6.231 METERS 06853     |
 SF0303| DA4702 REFERENCE MON 138A RM 2               8.143 METERS 28931     |
 SF0303|---------------------------------------------------------------------|
 SF0303
 SF0303                          SUPERSEDED SURVEY CONTROL
 SF0303
 SF0303  NAD 83(1992)-  47 21 28.52025(N)    068 18 06.48038(W) AD(       ) 2
 SF0303  NAD 83(1986)-  47 21 28.52536(N)    068 18 06.47173(W) AD(       ) 2
 SF0303  NAD 27      -  47 21 28.38139(N)    068 18 08.31723(W) AD(       ) 2
 SF0303  NGVD 29 (07/19/86)  138.1    (m)          453.     (f) VERT ANG       
 SF0303
 SF0303.Superseded values are not recommended for survey control.
 SF0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0303.See file dsdata.txt to determine how the superseded data were derived.
 SF0303
 SF0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN5272545176(NAD 83)
 SF0303_MARKER: Z = SEE DESCRIPTION
 SF0303_SETTING: 0 = UNSPECIFIED SETTING
 SF0303
 SF0303  HISTORY     - Date     Condition        Report By
 SF0303  HISTORY     - 1975     MONUMENTED       IBC
 SF0303
 SF0303                          STATION DESCRIPTION
 SF0303
 SF0303'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1975 (CRM)
 SF0303'THE REFERENCE MONUMENT IS LOCATED ABOUT 1-1/4 MILES EAST OF
 SF0303'THE INTERNATIONAL BRIDGE BETWEEN MADAWASKA AND EDMUNDSTON, ON
 SF0303'THE NORTH PORTION OF MADAWASKA ISLAND, AND ABOUT 0.1 MILE WEST
 SF0303'OF THE EAST END OF THE ISLAND.
 SF0303'
 SF0303'A BOAT IS REQUIRED TO REACH THE REFERENCE MONUMENT.
 SF0303'
 SF0303'THE REFERENCE MONUMENT, STAMPED 138A-75 1975, IS A BRONZE,
 SF0303'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0303'POST THAT IS 18 INCHES IN DIAMETER AND PROJECTS 0.6 FOOT.  IT
 SF0303'IS 60 FEET SOUTH-SOUTHWEST OF THE RIVER BANK AND 6.6 FEET
 SF0303'EAST-NORTHEAST OF A STEEL, WITNESS POST WITH METAL SIGN ATTACHED.
 SF0303'
 SF0303'REFERENCE MARK 1, STAMPED 138A-75 1 1975, IS A BRONZE,
 SF0303'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0303'POST THAT IS 12 INCHES IN DIAMETER AND PROJECTS 8 INCHES.  IT
 SF0303'IS 52 FEET SOUTH-SOUTHWEST OF THE RIVER BANK AND 26.8 FEET
 SF0303'NORTHEAST OF THE WITNESS POST.
 SF0303'
 SF0303'REFERENCE MARK 2, STAMPED 138A-75 2 1975, IS A BRONZE,
 SF0303'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0303'POST THAT IS 12 INCHES IN DIAMETER AND PROJECTS 15 INCHES.  IT
 SF0303'IS 66 FEET SOUTH-SOUTHWEST OF THE RIVER BANK AND 20.8 FEET
 SF0303'NORTHWEST OF THE WITNESS POST.
 SF0303'
 SF0303'IT IS 44.28 FEET OR 13.497 METERS BETWEEN THE REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0348 ***********************************************************************
 SF0348  DESIGNATION -  REFERENCE MON 139
 SF0348  PID         -  SF0348
 SF0348  STATE/COUNTY-  ME/AROOSTOOK
 SF0348  USGS QUAD   -  FRENCHVILLE (1986)
 SF0348
 SF0348                         *CURRENT SURVEY CONTROL
 SF0348  ___________________________________________________________________
 SF0348* NAD 83(1996)-  47 17 06.65278(N)    068 22 43.29639(W)     ADJUSTED  
 SF0348* NAVD 88     -       144.8    (meters)     475.     (feet)  VERTCON   
 SF0348  ___________________________________________________________________
 SF0348  LAPLACE CORR-           5.97  (seconds)                    DEFLEC99
 SF0348  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 SF0348
 SF0348  HORZ ORDER  -  SECOND
 SF0348
 SF0348.The horizontal coordinates were established by classical geodetic methods
 SF0348.and adjusted by the National Geodetic Survey in March 1998..
 SF0348
 SF0348.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0348.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0348
 SF0348.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0348
 SF0348.The geoid height was determined by GEOID03.
 SF0348
 SF0348;                    North         East     Units Scale Factor Converg.
 SF0348;SPC ME E     -   402,132.530   309,175.967   MT  0.99990103   +0 05 20.9
 SF0348;UTM  19      - 5,237,043.240   546,983.196   MT  0.99962713   +0 27 23.4
 SF0348
 SF0348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0348!SPC ME E     -   0.99998107  x   0.99990103  =   0.99988210
 SF0348!UTM  19      -   0.99998107  x   0.99962713  =   0.99960820
 SF0348
 SF0348|---------------------------------------------------------------------|
 SF0348| PID    Reference Object                     Distance      Geod. Az  |
 SF0348|                                                           dddmmss.s |
 SF0348| DA4703 REFERENCE MON 139 RM 1                8.589 METERS 01645     |
 SF0348| SF0316 REFERENCE MON S 69A                 442.317 METERS 1315108.6 |
 SF0348| DA4704 REFERENCE MON 139 RM 2                8.904 METERS 19645     |
 SF0348| SF0327 ST HILAIRE CATH CH DOME             APPROX. 1.7 KM 2901931.7 |
 SF0348|---------------------------------------------------------------------|
 SF0348
 SF0348                          SUPERSEDED SURVEY CONTROL
 SF0348
 SF0348  NAD 83(1992)-  47 17 06.64833(N)    068 22 43.29297(W) AD(       ) 2
 SF0348  NAD 83(1986)-  47 17 06.65417(N)    068 22 43.28652(W) AD(       ) 2
 SF0348  NAD 27      -  47 17 06.51515(N)    068 22 45.13294(W) AD(       ) 2
 SF0348  NGVD 29 (07/19/86)  144.9    (m)          475.     (f) VERT ANG       
 SF0348
 SF0348.Superseded values are not recommended for survey control.
 SF0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0348.See file dsdata.txt to determine how the superseded data were derived.
 SF0348
 SF0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN4698337043(NAD 83)
 SF0348_MARKER: Z = SEE DESCRIPTION
 SF0348_SETTING: 0 = UNSPECIFIED SETTING
 SF0348
 SF0348  HISTORY     - Date     Condition        Report By
 SF0348  HISTORY     - 1976     MONUMENTED       IBC
 SF0348
 SF0348                          STATION DESCRIPTION
 SF0348
 SF0348'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1976 (CRM)
 SF0348'THE REFERENCE MONUMENT IS LOCATED ABOUT 1/2 MILE NORTH OF
 SF0348'FRENCHVILLE, MAINE, ON THE EAST END OF MICHAUD ISLAND, AT THE
 SF0348'EAST EDGE OF A FIELD, ABOUT 27 METERS NORTH OF A GROUP OF ELM
 SF0348'TREES, 11 METERS SOUTH OF A GROUP OF ELM TREES, AND ON PROPERTY
 SF0348'OWNED BY MR. GERARD RAYMOND.
 SF0348'
 SF0348'THE REFERENCE MONUMENT, STAMPED 139-76 1976, IS A BRONZE,
 SF0348'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0348'POST THAT IS 18 INCHES IN DIAMETER AND 2 INCHES BELOW THE
 SF0348'SURFACE OF THE GROUND.  IT IS 5.5 METERS WEST OF THE RIVER BANK
 SF0348'AND 2.71 METERS WEST OF A STEEL WITNESS POST WITH METAL SIGN
 SF0348'ATTACHED.
 SF0348'
 SF0348'REFERENCE MARK 1, STAMPED 139-76 1 1976, IS A BRONZE, REFERENCE
 SF0348'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT
 SF0348'IS 12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 8.72
 SF0348'METERS NORTH-NORTHWEST OF THE WITNESS POST AND 0.17 METER HIGHER
 SF0348'THAN THE REFERENCE MONUMENT.
 SF0348'
 SF0348'REFERENCE MARK 2, STAMPED 139-76 2 1976, IS A BRONZE, REFERENCE
 SF0348'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0348'12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 9.51
 SF0348'METERS SOUTH-SOUTHWEST OF THE WITNESS POST AND 0.01 METER LOWER
 SF0348'THAN THE REFERENCE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1923 ***********************************************************************
 QF1923  DESIGNATION -  REFERENCE MON 14
 QF1923  PID         -  QF1923
 QF1923  STATE/COUNTY-  ME/AROOSTOOK
 QF1923  USGS QUAD   -  ORIENT (1989)
 QF1923
 QF1923                         *CURRENT SURVEY CONTROL
 QF1923  ___________________________________________________________________
 QF1923* NAD 83(1996)-  45 52 01.54758(N)    067 48 09.22302(W)     ADJUSTED  
 QF1923* NAVD 88     -       134.     (meters)     440.     (feet)  SCALED    
 QF1923  ___________________________________________________________________
 QF1923  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 QF1923  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 QF1923
 QF1923  HORZ ORDER  -  THIRD
 QF1923
 QF1923.The horizontal coordinates were established by classical geodetic methods
 QF1923.and adjusted by the National Geodetic Survey in March 1998..
 QF1923
 QF1923.The orthometric height was scaled from a topographic map.
 QF1923
 QF1923.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1923
 QF1923.The geoid height was determined by GEOID03.
 QF1923
 QF1923;                    North         East     Units Scale Factor Converg.
 QF1923;SPC ME E     -   244,739.760   354,149.602   MT  0.99993604   +0 30 02.1
 QF1923;UTM  19      - 5,079,978.292   592,941.947   MT  0.99970619   +0 51 34.2
 QF1923
 QF1923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1923!SPC ME E     -   0.99998273  x   0.99993604  =   0.99991877
 QF1923!UTM  19      -   0.99998273  x   0.99970619  =   0.99968892
 QF1923
 QF1923|---------------------------------------------------------------------|
 QF1923| PID    Reference Object                     Distance      Geod. Az  |
 QF1923|                                                           dddmmss.s |
 QF1923| QF1922 EDGE IBC                             22.707 METERS 00242     |
 QF1923| QF1920 REFERENCE MON 15                    109.610 METERS 01323     |
 QF1923|---------------------------------------------------------------------|
 QF1923
 QF1923                          SUPERSEDED SURVEY CONTROL
 QF1923
 QF1923  NAD 83(1992)-  45 52 01.54485(N)    067 48 09.22162(W) AD(       ) 4
 QF1923  NAD 83(1986)-  45 52 01.53627(N)    067 48 09.23615(W) AD(       ) 4
 QF1923  NAD 27      -  45 52 01.35570(N)    067 48 11.19791(W) AD(       ) 3
 QF1923
 QF1923.Superseded values are not recommended for survey control.
 QF1923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1923.See file dsdata.txt to determine how the superseded data were derived.
 QF1923
 QF1923_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9294279978(NAD 83)
 QF1923_MARKER: Z = SEE DESCRIPTION
 QF1923_SETTING: 0 = UNSPECIFIED SETTING
 QF1923
 QF1923  HISTORY     - Date     Condition        Report By
 QF1923  HISTORY     - 1912     MONUMENTED       IBC
 QF1923  HISTORY     - 1972     GOOD             IBC
 QF1923
 QF1923                          STATION DESCRIPTION
 QF1923
 QF1923'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (JEM)
 QF1923'ABOUT 70 FEET INSIDE THE TIMBER LINE, WHICH IS ON THE HIGH - WATER
 QF1923'LINE OF MONUMENT BROOK, OPPOSITE THE HEAD OF THE DEEP BAY 300 FEET
 QF1923'BELOW GREENLEAF BROOK, WHERE THE BROOK BENDS TO THE E.  THE STATION
 QF1923'IS ON A TRIANGULAR BLOCK OF GNEISS WHOSE SIDES ARE 8 BY 8 BY 5 FEET
 QF1923'AND WHOSE HEIGHT IS ABOUT 1-1/2 FEET.  THE ROCK WAS COVERED BY LEAVES,
 QF1923'MOSS, AND A GROWTH OF SMALL CEDARS IN 1946.  THESE WERE REMOVED.  IT
 QF1923'IS ABOUT 50 FEET W OF AN OLD BOAT LANDING, AND 150 FEET UPSTREAM
 QF1923'FROM A NEWER LANDING WITH AN OLD ROAD LEADING INLAND.
 QF1923'
 QF1923'THE STATION MARK IS THE BOUNDARY REFERENCE POST SET IN A DRILL HOLE
 QF1923'SURROUNDED BY A TRIANGLE CUT IN THE ROCK.
 QF1923
 QF1923                          STATION RECOVERY (1972)
 QF1923
 QF1923'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1923'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0351 ***********************************************************************
 SF0351  DESIGNATION -  REFERENCE MON 140
 SF0351  PID         -  SF0351
 SF0351  STATE/COUNTY-  ME/AROOSTOOK
 SF0351  USGS QUAD   -  FRENCHVILLE (1986)
 SF0351
 SF0351                         *CURRENT SURVEY CONTROL
 SF0351  ___________________________________________________________________
 SF0351* NAD 83(1996)-  47 17 05.72796(N)    068 23 37.82202(W)     ADJUSTED  
 SF0351* NAVD 88     -       147.9    (meters)     485.     (feet)  VERTCON   
 SF0351  ___________________________________________________________________
 SF0351  LAPLACE CORR-           5.44  (seconds)                    DEFLEC99
 SF0351  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 SF0351
 SF0351  HORZ ORDER  -  SECOND
 SF0351
 SF0351.The horizontal coordinates were established by classical geodetic methods
 SF0351.and adjusted by the National Geodetic Survey in March 1998..
 SF0351
 SF0351.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0351.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0351
 SF0351.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0351
 SF0351.The geoid height was determined by GEOID03.
 SF0351
 SF0351;                    North         East     Units Scale Factor Converg.
 SF0351;SPC ME E     -   402,102.302   308,030.320   MT  0.99990079   +0 04 40.8
 SF0351;UTM  19      - 5,237,005.676   545,838.080   MT  0.99962582   +0 26 43.4
 SF0351
 SF0351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0351!SPC ME E     -   0.99998059  x   0.99990079  =   0.99988138
 SF0351!UTM  19      -   0.99998059  x   0.99962582  =   0.99960641
 SF0351
 SF0351|---------------------------------------------------------------------|
 SF0351| PID    Reference Object                     Distance      Geod. Az  |
 SF0351|                                                           dddmmss.s |
 SF0351| DA4705 REFERENCE MON 140 RM 1               11.897 METERS 01512     |
 SF0351| DA4706 REFERENCE MON 140 RM 2                6.151 METERS 28747     |
 SF0351| SF0352 REFERENCE MON 141                   192.687 METERS 29918     |
 SF0351|---------------------------------------------------------------------|
 SF0351
 SF0351                          SUPERSEDED SURVEY CONTROL
 SF0351
 SF0351  NAD 83(1992)-  47 17 05.72352(N)    068 23 37.81858(W) AD(       ) 2
 SF0351  NAD 83(1986)-  47 17 05.72955(N)    068 23 37.81215(W) AD(       ) 2
 SF0351  NAD 27      -  47 17 05.59064(N)    068 23 39.65706(W) AD(       ) 2
 SF0351  NGVD 29 (07/19/86)  148.0    (m)          486.     (f) VERT ANG       
 SF0351
 SF0351.Superseded values are not recommended for survey control.
 SF0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0351.See file dsdata.txt to determine how the superseded data were derived.
 SF0351
 SF0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN4583837006(NAD 83)
 SF0351
 SF0351  HISTORY     - Date     Condition        Report By
 SF0351  HISTORY     - 1917     MONUMENTED       IBC
 SF0351  HISTORY     - 1976     SEE DESCRIPTION  NGS
 SF0351
 SF0351                          STATION DESCRIPTION
 SF0351
 SF0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CRM)
 SF0351'THE REFERENCE MONUMENT WAS RECOVERED IN GOOD CONDITION.  TWO
 SF0351'REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION
 SF0351'FOLLOWS.
 SF0351'
 SF0351'THE MONUMENT IS LOCATED ABOUT 3/4 MILE WEST-NORTHWEST OF
 SF0351'FRENCHVILLE, MAINE, ON THE WEST END OF MICHAUD ISLAND, AT THE
 SF0351'WEST END OF A FIELD, AND ON PROPERTY OWNED BY MR. GERARD
 SF0351'RAYMOND.
 SF0351'
 SF0351'THE REFERENCE MONUMENT IS A CAST-IRON SPIKE, PYRAMID SHAPED
 SF0351'ON TOP, THAT PROJECTS ABOUT 3 FEET ABOVE A 3-FOOT SQUARE, CONCRETE
 SF0351'BASE.  OVERALL IT PROJECTS 4 FEET.  U.S., NO 140, RENEWED, AND
 SF0351'1917 IS CAST IN THE CONCRETE BASE.  IT IS 7.0 METERS
 SF0351'EAST-SOUTHEAST OF A STEEL WITNESS POST WITH METAL SIGN ATTACHED.
 SF0351'
 SF0351'REFERENCE MARK 1, STAMPED 140 1 1976, IS A BRONZE, REFERENCE
 SF0351'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0351'12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 11.80
 SF0351'METERS NORTHEAST OF THE WITNESS POST AND 4.0 METERS EAST-SOUTHEAST
 SF0351'OF THE HIGH WATER RIVER BANK.
 SF0351'
 SF0351'REFERENCE MARK 2, STAMPED 140 2 1976, IS A BRONZE, REFERENCE
 SF0351'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT
 SF0351'IS 12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 1.28
 SF0351'METERS SOUTH-SOUTHWEST OF THE WITNESS POST AND 1.2 METERS
 SF0351'EAST-SOUTHEAST OF THE HIGH WATER RIVER BANK.
 SF0351'
 SF0351'THE REFERENCE MARKS WERE LOCATED WITH SUCH CHECKS AND
 SF0351'ACCURACY THAT THEY MAY BE USED IN LIEU OF LOST REFERENCE
 SF0351'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0392 ***********************************************************************
 QF0392  DESIGNATION -  REFERENCE MON 140
 QF0392  PID         -  QF0392
 QF0392  STATE/COUNTY-  ME/WASHINGTON
 QF0392  USGS QUAD   -  VANCEBORO (1988)
 QF0392
 QF0392                         *CURRENT SURVEY CONTROL
 QF0392  ___________________________________________________________________
 QF0392* NAD 83(1996)-  45 30 10.51888(N)    067 25 33.13811(W)     ADJUSTED  
 QF0392* NAVD 88     -       106.     (meters)     348.     (feet)  SCALED    
 QF0392  ___________________________________________________________________
 QF0392  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 QF0392  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 QF0392
 QF0392  HORZ ORDER  -  THIRD
 QF0392
 QF0392.The horizontal coordinates were established by classical geodetic methods
 QF0392.and adjusted by the National Geodetic Survey in March 1998..
 QF0392
 QF0392.The orthometric height was scaled from a topographic map.
 QF0392
 QF0392.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0392
 QF0392.The geoid height was determined by GEOID03.
 QF0392
 QF0392;                    North         East     Units Scale Factor Converg.
 QF0392;SPC ME E     -   204,592.260   383,938.973   MT  0.99998660   +0 45 58.3
 QF0392;UTM  19      - 5,040,026.219   622,974.998   MT  0.99978593   +1 07 22.6
 QF0392
 QF0392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0392!SPC ME E     -   0.99998711  x   0.99998660  =   0.99997371
 QF0392!UTM  19      -   0.99998711  x   0.99978593  =   0.99977304
 QF0392
 QF0392                          SUPERSEDED SURVEY CONTROL
 QF0392
 QF0392  NAD 83(1992)-  45 30 10.51568(N)    067 25 33.13590(W) AD(       ) 3
 QF0392  NAD 83(1986)-  45 30 10.51983(N)    067 25 33.14487(W) AD(       ) 3
 QF0392  NAD 27      -  45 30 10.26700(N)    067 25 35.15700(W) AD(       ) 3
 QF0392
 QF0392.Superseded values are not recommended for survey control.
 QF0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0392.See file dsdata.txt to determine how the superseded data were derived.
 QF0392
 QF0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2297540026(NAD 83)
 QF0392_MARKER: Z = SEE DESCRIPTION
 QF0392_SETTING: 0 = UNSPECIFIED SETTING
 QF0392
 QF0392  HISTORY     - Date     Condition        Report By
 QF0392  HISTORY     - 1917     MONUMENTED       IBC
 QF0392
 QF0392                          STATION DESCRIPTION
 QF0392
 QF0392'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (NWS)
 QF0392'ON THE N BANK OF THE ST CROIX RIVER, ABOUT 140 METERS BELOW PORTER
 QF0392'MEADOWS RIVER DRIVERS CAMP AND OPPOSITE THE MIDDLE OF THE FIRST
 QF0392'REACH OF TUNNEL RIPS.  IT IS ABOUT 2.4 METERS FROM THE RIVER BANK, IN
 QF0392'A SMALL GRASS PLOT.
 QF0392'
 QF0392'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE POST
 QF0392'SET IN A CONCRETE BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0352 ***********************************************************************
 SF0352  DESIGNATION -  REFERENCE MON 141
 SF0352  PID         -  SF0352
 SF0352  STATE/COUNTY-  ME/AROOSTOOK
 SF0352  USGS QUAD   -  FRENCHVILLE (1986)
 SF0352
 SF0352                         *CURRENT SURVEY CONTROL
 SF0352  ___________________________________________________________________
 SF0352* NAD 83(1996)-  47 17 08.78151(N)    068 23 45.81835(W)     ADJUSTED  
 SF0352* NAVD 88     -       146.3    (meters)     480.     (feet)  VERTCON   
 SF0352  ___________________________________________________________________
 SF0352  LAPLACE CORR-           5.38  (seconds)                    DEFLEC99
 SF0352  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 SF0352
 SF0352  HORZ ORDER  -  SECOND
 SF0352
 SF0352.The horizontal coordinates were established by classical geodetic methods
 SF0352.and adjusted by the National Geodetic Survey in March 1998..
 SF0352
 SF0352.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0352
 SF0352.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0352
 SF0352.The geoid height was determined by GEOID03.
 SF0352
 SF0352;                    North         East     Units Scale Factor Converg.
 SF0352;SPC ME E     -   402,196.367   307,862.175   MT  0.99990076   +0 04 34.9
 SF0352;UTM  19      - 5,237,098.636   545,669.382   MT  0.99962563   +0 26 37.5
 SF0352
 SF0352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0352!SPC ME E     -   0.99998084  x   0.99990076  =   0.99988160
 SF0352!UTM  19      -   0.99998084  x   0.99962563  =   0.99960648
 SF0352
 SF0352|---------------------------------------------------------------------|
 SF0352| PID    Reference Object                     Distance      Geod. Az  |
 SF0352|                                                           dddmmss.s |
 SF0352| SF0351 REFERENCE MON 140                   192.687 METERS 11918     |
 SF0352| DA4707 REFERENCE MON 141 RM 1               10.498 METERS 12205     |
 SF0352| SF0353 REFERENCE MON 142                   216.579 METERS 18251     |
 SF0352| DA4708 REFERENCE MON 141 RM 2                5.242 METERS 18339     |
 SF0352|---------------------------------------------------------------------|
 SF0352
 SF0352                          SUPERSEDED SURVEY CONTROL
 SF0352
 SF0352  NAD 83(1992)-  47 17 08.77708(N)    068 23 45.81493(W) AD(       ) 2
 SF0352  NAD 83(1986)-  47 17 08.78313(N)    068 23 45.80847(W) AD(       ) 2
 SF0352  NAD 27      -  47 17 08.64430(N)    068 23 47.65324(W) AD(       ) 2
 SF0352  NGVD 29 (07/19/86)  146.4    (m)          480.     (f) VERT ANG       
 SF0352
 SF0352.Superseded values are not recommended for survey control.
 SF0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0352.See file dsdata.txt to determine how the superseded data were derived.
 SF0352
 SF0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN4566937099(NAD 83)
 SF0352
 SF0352  HISTORY     - Date     Condition        Report By
 SF0352  HISTORY     - 1951     MONUMENTED       IBC
 SF0352  HISTORY     - 1976     SEE DESCRIPTION  NGS
 SF0352
 SF0352                          STATION DESCRIPTION
 SF0352
 SF0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CRM)
 SF0352'THE MONUMENT WAS RECOVERED IN GOOD CONDITION.  TWO
 SF0352'REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION
 SF0352'FOLLOWS.
 SF0352'
 SF0352'THE MONUMENT IS LOCATED ABOUT 3/4 MILE WEST-NORTHWEST OF
 SF0352'FRENCHVILLE, MAINE, ON THE NORTH SIDE OF A SMALL, UNNAMED ISLAND,
 SF0352'ABOUT 100 METERS WEST OF THE EAST END OF THE ISLAND, AT THE
 SF0352'NORTHWEST CORNER OF A BRUSHY FIELD, AND ON PROPERTY OWNED BY
 SF0352'MR. DONETE PICARD.
 SF0352'
 SF0352'THE REFERENCE MONUMENT IS A CAST-IRON SPIKE, PYRAMID-SHAPED ON
 SF0352'TOP, THAT PROJECTS ABOUT 3 FEET ABOVE A 3-FOOT SQUARE, CONCRETE
 SF0352'BASE.  THE BASE IS COVERED WITH ABOUT A FOOT OF DIRT.  IT IS
 SF0352'9.4 METERS SOUTH OF THE NORTH HIGH WATER RIVER BANK AND 1.83
 SF0352'METERS NORTHEAST OF A STEEL WITNESS POST WITH METAL SIGN
 SF0352'ATTACHED.
 SF0352'
 SF0352'REFERENCE MARK 1, STAMPED 141 1 1976, IS A BRONZE, REFERENCE
 SF0352'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT
 SF0352'IS 12 INCHES IN DIAMETER AND PROJECTS 2 INCHES.  IT IS 10.70
 SF0352'METERS, EAST-SOUTHEAST OF THE WITNESS POST.
 SF0352'
 SF0352'REFERENCE MARK 2, STAMPED 141 2 1976, IS A BRONZE, REFERENCE
 SF0352'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT
 SF0352'IS 12 INCHES IN DIAMETER AND PROJECTS 3 INCHES.  IT IS 3.81
 SF0352'METERS SOUTH OF THE WITNESS POST.
 SF0352'
 SF0352'NOTE--THE REFERENCE MARKS WERE LOCATED WITH SUCH CHECKS AND
 SF0352'ACCURACY THAT THEY MAY BE USED IN LIEU OF LOST REFERENCE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0353 ***********************************************************************
 SF0353  DESIGNATION -  REFERENCE MON 142
 SF0353  PID         -  SF0353
 SF0353  STATE/COUNTY-  ME/AROOSTOOK
 SF0353  USGS QUAD   -  FRENCHVILLE (1986)
 SF0353
 SF0353                         *CURRENT SURVEY CONTROL
 SF0353  ___________________________________________________________________
 SF0353* NAD 83(1996)-  47 17 01.77719(N)    068 23 46.33192(W)     ADJUSTED  
 SF0353* NAVD 88     -       145.5    (meters)     477.     (feet)  VERTCON   
 SF0353  ___________________________________________________________________
 SF0353  LAPLACE CORR-           5.40  (seconds)                    DEFLEC99
 SF0353  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 SF0353
 SF0353  HORZ ORDER  -  SECOND
 SF0353
 SF0353.The horizontal coordinates were established by classical geodetic methods
 SF0353.and adjusted by the National Geodetic Survey in March 1998..
 SF0353
 SF0353.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0353
 SF0353.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0353
 SF0353.The geoid height was determined by GEOID03.
 SF0353
 SF0353;                    North         East     Units Scale Factor Converg.
 SF0353;SPC ME E     -   401,980.064   307,851.672   MT  0.99990076   +0 04 34.5
 SF0353;UTM  19      - 5,236,882.330   545,660.269   MT  0.99962562   +0 26 37.1
 SF0353
 SF0353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0353!SPC ME E     -   0.99998096  x   0.99990076  =   0.99988173
 SF0353!UTM  19      -   0.99998096  x   0.99962562  =   0.99960659
 SF0353
 SF0353|---------------------------------------------------------------------|
 SF0353| PID    Reference Object                     Distance      Geod. Az  |
 SF0353|                                                           dddmmss.s |
 SF0353| SF0352 REFERENCE MON 141                   216.579 METERS 00251     |
 SF0353| DA4709 REFERENCE MON 142 RM 1                5.748 METERS 12503     |
 SF0353| DA4710 REFERENCE MON 142 RM 2                4.917 METERS 26627     |
 SF0353|---------------------------------------------------------------------|
 SF0353
 SF0353                          SUPERSEDED SURVEY CONTROL
 SF0353
 SF0353  NAD 83(1992)-  47 17 01.77279(N)    068 23 46.32849(W) AD(       ) 2
 SF0353  NAD 83(1986)-  47 17 01.77884(N)    068 23 46.32209(W) AD(       ) 2
 SF0353  NAD 27      -  47 17 01.63998(N)    068 23 48.16688(W) AD(       ) 2
 SF0353  NGVD 29 (07/19/86)  145.6    (m)          478.     (f) VERT ANG       
 SF0353
 SF0353.Superseded values are not recommended for survey control.
 SF0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0353.See file dsdata.txt to determine how the superseded data were derived.
 SF0353
 SF0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN4566036882(NAD 83)
 SF0353_MARKER: Z = SEE DESCRIPTION
 SF0353_SETTING: 0 = UNSPECIFIED SETTING
 SF0353
 SF0353  HISTORY     - Date     Condition        Report By
 SF0353  HISTORY     - 1976     MONUMENTED       IBC
 SF0353
 SF0353                          STATION DESCRIPTION
 SF0353
 SF0353'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1976 (CRM)
 SF0353'THE MONUMENT IS LOCATED ABOUT 3/4 MILE WEST-NORTHWEST OF
 SF0353'FRENCHVILLE, MAINE, ON THE NORTH SIDE OF LEVESQUE ISLAND,
 SF0353'ABOUT MIDWAY BETWEEN THE EAST AND WEST ENDS OF THE ISLAND, AND
 SF0353'AT THE NORTH EDGE OF A BRUSHY FIELD.
 SF0353'
 SF0353'THE REFERENCE MONUMENT, STAMPED 142-76 1976, IS A BRONZE,
 SF0353'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL,
 SF0353'CONCRETE POST THAT IS 18 INCHES IN DIAMETER AND PROJECTS 6
 SF0353'INCHES.  IT IS 2.47 METERS NORTH OF A STEEL WITNESS POST WITH
 SF0353'METAL SIGN ATTACHED AND 1.8 METERS SOUTH OF THE NORTH HIGH WATER
 SF0353'RIVER BANK.
 SF0353'
 SF0353'REFERENCE MARK 1, STAMPED 142-76 1 1976, IS A BRONZE, REFERENCE
 SF0353'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT
 SF0353'IS 12 INCHES IN DIAMETER, PROJECTS 6 INCHES AND IS ABOUT 1 FOOT
 SF0353'HIGHER THAN THE REFERENCE MONUMENT.  IT IS 6.34 METERS EAST OF
 SF0353'THE WITNESS POST.
 SF0353'
 SF0353'REFERENCE MARK 2, STAMPED 142-76 2 1976, IS A BRONZE, REFERENCE
 SF0353'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0353'12 INCHES IN DIAMETER, PROJECTS 4 INCHES, AND IS ABOUT THE SAME
 SF0353'ELEVATION AS THE REFERENCE MONUMENT.  IT IS 3.81 METERS WEST OF
 SF0353'THE WITNESS POST.
 SF0353'
 SF0353'NOTE--THE REFERENCE MARKS WERE LOCATED WITH SUCH CHECKS AND
 SF0353'ACCURACY THAT THEY MAY BE USED IN LIEU OF LOST REFERENCE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0498 ***********************************************************************
 QF0498  DESIGNATION -  REFERENCE MON 142
 QF0498  PID         -  QF0498
 QF0498  STATE/COUNTY-  ME/WASHINGTON
 QF0498  USGS QUAD   -  VANCEBORO (1988)
 QF0498
 QF0498                         *CURRENT SURVEY CONTROL
 QF0498  ___________________________________________________________________
 QF0498* NAD 83(1996)-  45 30 34.47979(N)    067 27 09.19772(W)     ADJUSTED  
 QF0498* NAVD 88     -       100.     (meters)     328.     (feet)  SCALED    
 QF0498  ___________________________________________________________________
 QF0498  LAPLACE CORR-           2.59  (seconds)                    DEFLEC99
 QF0498  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 QF0498
 QF0498  HORZ ORDER  -  THIRD
 QF0498
 QF0498.The horizontal coordinates were established by classical geodetic methods
 QF0498.and adjusted by the National Geodetic Survey in March 1998..
 QF0498
 QF0498.The orthometric height was scaled from a topographic map.
 QF0498
 QF0498.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0498
 QF0498.The geoid height was determined by GEOID03.
 QF0498
 QF0498;                    North         East     Units Scale Factor Converg.
 QF0498;SPC ME E     -   205,304.382   381,844.139   MT  0.99998233   +0 44 50.1
 QF0498;UTM  19      - 5,040,725.142   620,876.195   MT  0.99977964   +1 06 14.5
 QF0498
 QF0498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0498!SPC ME E     -   0.99998805  x   0.99998233  =   0.99997038
 QF0498!UTM  19      -   0.99998805  x   0.99977964  =   0.99976770
 QF0498
 QF0498                          SUPERSEDED SURVEY CONTROL
 QF0498
 QF0498  NAD 83(1992)-  45 30 34.47601(N)    067 27 09.19417(W) AD(       ) 3
 QF0498  NAD 83(1986)-  45 30 34.47984(N)    067 27 09.20308(W) AD(       ) 3
 QF0498  NAD 27      -  45 30 34.22400(N)    067 27 11.20200(W) AD(       ) 3
 QF0498
 QF0498.Superseded values are not recommended for survey control.
 QF0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0498.See file dsdata.txt to determine how the superseded data were derived.
 QF0498
 QF0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2087640725(NAD 83)
 QF0498_MARKER: Z = SEE DESCRIPTION
 QF0498_SETTING: 80 = SET IN A BOULDER
 QF0498_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF0498
 QF0498  HISTORY     - Date     Condition        Report By
 QF0498  HISTORY     - 1910     MONUMENTED       IBC
 QF0498
 QF0498                          STATION DESCRIPTION
 QF0498
 QF0498'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JEM)
 QF0498'ON THE N BANK OF THE ST CROIX RIVER, 1.6 MILES BELOW AMERICAN COVE AT
 QF0498'THE NARROW PART OF THE RIVER AT THE HEAD OF HALLS RIPS.
 QF0498'
 QF0498'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE POST
 QF0498'SET IN A DRILL HOLE IN A HUGE BOULDER NEARLY SURROUNDED BY WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0367 ***********************************************************************
 SF0367  DESIGNATION -  REFERENCE MON 143
 SF0367  PID         -  SF0367
 SF0367  STATE/COUNTY-  ME/AROOSTOOK
 SF0367  USGS QUAD   -  FRENCHVILLE (1986)
 SF0367
 SF0367                         *CURRENT SURVEY CONTROL
 SF0367  ___________________________________________________________________
 SF0367* NAD 83(1996)-  47 17 08.09412(N)    068 27 14.24437(W)     ADJUSTED  
 SF0367* NAVD 88     -       147.8    (meters)     485.     (feet)  VERTCON   
 SF0367  ___________________________________________________________________
 SF0367  LAPLACE CORR-           5.26  (seconds)                    DEFLEC99
 SF0367  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 SF0367
 SF0367  HORZ ORDER  -  SECOND
 SF0367
 SF0367.The horizontal coordinates were established by classical geodetic methods
 SF0367.and adjusted by the National Geodetic Survey in March 1998..
 SF0367
 SF0367.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0367
 SF0367.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0367
 SF0367.The geoid height was determined by GEOID03.
 SF0367
 SF0367;                    North         East     Units Scale Factor Converg.
 SF0367;SPC ME E     -   402,170.929   303,482.813   MT  0.99990015   +0 02 01.8
 SF0367;UTM  19      - 5,237,045.133   541,291.486   MT  0.99962095   +0 24 04.3
 SF0367
 SF0367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0367!SPC ME E     -   0.99998062  x   0.99990015  =   0.99988077
 SF0367!UTM  19      -   0.99998062  x   0.99962095  =   0.99960158
 SF0367
 SF0367:                Primary Azimuth Mark                     Grid Az
 SF0367:SPC ME E     -  REFERENCE MON C 68B                      027 34 06.8
 SF0367:UTM  19      -  REFERENCE MON C 68B                      027 12 04.3
 SF0367
 SF0367|---------------------------------------------------------------------|
 SF0367| PID    Reference Object                     Distance      Geod. Az  |
 SF0367|                                                           dddmmss.s |
 SF0367| SF0356 REFERENCE MON C 68B                 APPROX. 0.6 KM 0273608.6 |
 SF0367| DA4711 REFERENCE MON 143 RM 1                6.170 METERS 03645     |
 SF0367| SF0368 143 IBC 1976 RM 2 1976                5.999 METERS 33027     |
 SF0367|---------------------------------------------------------------------|
 SF0367
 SF0367                          SUPERSEDED SURVEY CONTROL
 SF0367
 SF0367  NAD 83(1992)-  47 17 08.08960(N)    068 27 14.24077(W) AD(       ) 2
 SF0367  NAD 83(1986)-  47 17 08.09638(N)    068 27 14.23457(W) AD(       ) 2
 SF0367  NAD 27      -  47 17 07.95462(N)    068 27 16.07338(W) AD(       ) 2
 SF0367  NGVD 29 (07/19/86)  147.9    (m)          485.     (f) VERT ANG       
 SF0367
 SF0367.Superseded values are not recommended for survey control.
 SF0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0367.See file dsdata.txt to determine how the superseded data were derived.
 SF0367
 SF0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN4129137045(NAD 83)
 SF0367_MARKER: Z = SEE DESCRIPTION
 SF0367_SETTING: 0 = UNSPECIFIED SETTING
 SF0367
 SF0367  HISTORY     - Date     Condition        Report By
 SF0367  HISTORY     - 1976     MONUMENTED       IBC
 SF0367
 SF0367                          STATION DESCRIPTION
 SF0367
 SF0367'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1976 (CRM)
 SF0367'THE MONUMENT IS LOCATED ABOUT 1-1/4 MILES WEST-NORTHWEST OF
 SF0367'UPPER FRENCHVILLE, MAINE, ON PINE ISLAND, ABOUT MID-WAY BETWEEN
 SF0367'THE SOUTHEAST AND NORTHWEST ENDS OF THE ISLAND, 300 FEET
 SF0367'SOUTHWEST OF THE NORTHEAST SHORE, AND 6 FEET NORTH OF THE
 SF0367'NORTHWEST END OF A DEPRESSION THAT IS ABOUT 30 FEET IN DIAMETER
 SF0367'AND 6 FEET DEEP.
 SF0367'
 SF0367'THE REFERENCE MONUMENT, STAMPED 143-76 1976, IS A BRONZE,
 SF0367'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0367'POST THAT IS 18 INCHES IN DIAMETER AND PROJECTS 6 INCHES.  IT
 SF0367'IS 1.49 METERS EAST OF A STEEL WITNESS POST WITH METAL SIGN
 SF0367'ATTACHED.
 SF0367'
 SF0367'REFERENCE MARK 1, STAMPED 143-76 1 1976, IS A BRONZE, REFERENCE
 SF0367'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0367'12 INCHES IN DIAMETER, PROJECTS 1 FOOT, AND IS 0.54 METER LOWER
 SF0367'THAN THE REFERENCE MONUMENT.  IT IS 7.16 METERS NORTHEAST OF
 SF0367'THE WITNESS POST.
 SF0367'
 SF0367'REFERENCE MARK 2, STAMPED 143-76 2 1976, IS A BRONZE, REFERENCE
 SF0367'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT
 SF0367'IS 12 INCHES IN DIAMETER, PROJECTS 1 FOOT, AND IS 0.12 METER
 SF0367'LOWER THAN THE REFERENCE MONUMENT.  IT IS 5.36 METERS NORTHWEST
 SF0367'OF THE WITNESS POST.
 SF0367'
 SF0367'NOTE--THE REFERENCE MARKS WERE LOCATED WITH SUCH CHECKS AND
 SF0367'ACCURACY THAT THEY MAY BE USED IN LIEU OF LOST REFERENCE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0357 ***********************************************************************
 SF0357  DESIGNATION -  REFERENCE MON 144
 SF0357  PID         -  SF0357
 SF0357  STATE/COUNTY-  ME/AROOSTOOK
 SF0357  USGS QUAD   -  FRENCHVILLE (1986)
 SF0357
 SF0357                         *CURRENT SURVEY CONTROL
 SF0357  ___________________________________________________________________
 SF0357* NAD 83(1996)-  47 17 10.57040(N)    068 27 30.05524(W)     ADJUSTED  
 SF0357* NAVD 88     -       148.3    (meters)     487.     (feet)  VERTCON   
 SF0357  ___________________________________________________________________
 SF0357  LAPLACE CORR-           5.46  (seconds)                    DEFLEC99
 SF0357  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 SF0357
 SF0357  HORZ ORDER  -  SECOND
 SF0357
 SF0357.The horizontal coordinates were established by classical geodetic methods
 SF0357.and adjusted by the National Geodetic Survey in March 1998..
 SF0357
 SF0357.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0357
 SF0357.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0357
 SF0357.The geoid height was determined by GEOID03.
 SF0357
 SF0357;                    North         East     Units Scale Factor Converg.
 SF0357;SPC ME E     -   402,247.208   303,150.558   MT  0.99990012   +0 01 50.2
 SF0357;UTM  19      - 5,237,119.259   540,958.842   MT  0.99962062   +0 23 52.7
 SF0357
 SF0357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0357!SPC ME E     -   0.99998054  x   0.99990012  =   0.99988066
 SF0357!UTM  19      -   0.99998054  x   0.99962062  =   0.99960117
 SF0357
 SF0357|---------------------------------------------------------------------|
 SF0357| PID    Reference Object                     Distance      Geod. Az  |
 SF0357|                                                           dddmmss.s |
 SF0357| DA4712 REFERENCE MON 144 RM 1               10.897 METERS 18048     |
 SF0357| SF0358 REFERENCE MON S 73                  337.280 METERS 18311     |
 SF0357| SF0359 REFERENCE MON S 73A                 328.395 METERS 26956     |
 SF0357| DA4713 REFERENCE MON 144 RM 2                9.818 METERS 30543     |
 SF0357|---------------------------------------------------------------------|
 SF0357
 SF0357                          SUPERSEDED SURVEY CONTROL
 SF0357
 SF0357  NAD 83(1992)-  47 17 10.56585(N)    068 27 30.05166(W) AD(       ) 2
 SF0357  NAD 83(1986)-  47 17 10.57266(N)    068 27 30.04546(W) AD(       ) 2
 SF0357  NAD 27      -  47 17 10.43045(N)    068 27 31.88405(W) AD(       ) 2
 SF0357  NGVD 29 (07/19/86)  148.4    (m)          487.     (f) VERT ANG       
 SF0357
 SF0357.Superseded values are not recommended for survey control.
 SF0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0357.See file dsdata.txt to determine how the superseded data were derived.
 SF0357
 SF0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN4095937119(NAD 83)
 SF0357
 SF0357  HISTORY     - Date     Condition        Report By
 SF0357  HISTORY     - 1917     MONUMENTED       IBC
 SF0357  HISTORY     - 1976     SEE DESCRIPTION  NGS
 SF0357
 SF0357                          STATION DESCRIPTION
 SF0357
 SF0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CRM)
 SF0357'THE MONUMENT WAS RECOVERED IN GOOD CONDITION.  TWO REFERENCE
 SF0357'MARKS WERE ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 SF0357'
 SF0357'THE MONUMENT IS LOCATED ABOUT 1-1/2 MILES WEST-NORTHWEST OF
 SF0357'UPPER FRENCHVILLE, MAINE, NEAR THE NORTHWEST END OF PINE ISLAND,
 SF0357'AND 150 FEET SOUTHEAST OF THE NORTHWEST HIGH WATER RIVER BANK.
 SF0357'
 SF0357'THE REFERENCE MONUMENT IS A CAST-IRON SPIKE, PYRAMID-SHAPED ON
 SF0357'TOP, THAT PROJECTS 3 FEET ABOVE A 3-FOOT SQUARE, CONCRETE
 SF0357'BASE.  RENEWED 1917 CANADA AND NO 144 IS CAST IN THE CONCRETE
 SF0357'BASE.  IT IS 2.13 METERS SOUTHWEST OF A STEEL WITNESS POST WITH
 SF0357'METAL SIGN ATTACHED.
 SF0357'
 SF0357'REFERENCE MARK 1, STAMPED 144 1 1976, IS A BRONZE, REFERENCE
 SF0357'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT
 SF0357'IS 12 INCHES IN DIAMETER AND PROJECTS 1 FOOT.  IT IS 12.47
 SF0357'METERS SOUTH OF THE WITNESS POST.
 SF0357'
 SF0357'REFERENCE MARK 2, STAMPED 144 2 1976, IS A BRONZE, REFERENCE
 SF0357'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT
 SF0357'IS 12 INCHES IN DIAMETER AND PROJECTS 1 FOOT.  IT IS 10.24 METERS
 SF0357'WEST-NORTHWEST OF THE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1365 ***********************************************************************
 QF1365  DESIGNATION -  REFERENCE MON 144
 QF1365  PID         -  QF1365
 QF1365  STATE/COUNTY-  ME/WASHINGTON
 QF1365  USGS QUAD   -  LOON BAY (1988)
 QF1365
 QF1365                         *CURRENT SURVEY CONTROL
 QF1365  ___________________________________________________________________
 QF1365* NAD 83(1996)-  45 29 57.68075(N)    067 27 05.44307(W)     ADJUSTED  
 QF1365* NAVD 88     -       100.     (meters)     328.     (feet)  SCALED    
 QF1365  ___________________________________________________________________
 QF1365  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 QF1365  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 QF1365
 QF1365  HORZ ORDER  -  THIRD
 QF1365
 QF1365.The horizontal coordinates were established by classical geodetic methods
 QF1365.and adjusted by the National Geodetic Survey in March 1998..
 QF1365
 QF1365.The orthometric height was scaled from a topographic map.
 QF1365
 QF1365.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1365
 QF1365.The geoid height was determined by GEOID03.
 QF1365
 QF1365;                    North         East     Units Scale Factor Converg.
 QF1365;SPC ME E     -   204,169.477   381,940.462   MT  0.99998252   +0 44 52.3
 QF1365;UTM  19      - 5,039,591.089   620,979.561   MT  0.99977995   +1 06 16.5
 QF1365
 QF1365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1365!SPC ME E     -   0.99998805  x   0.99998252  =   0.99997057
 QF1365!UTM  19      -   0.99998805  x   0.99977995  =   0.99976801
 QF1365
 QF1365                          SUPERSEDED SURVEY CONTROL
 QF1365
 QF1365  NAD 83(1992)-  45 29 57.67757(N)    067 27 05.43933(W) AD(       ) 3
 QF1365  NAD 83(1986)-  45 29 57.68149(N)    067 27 05.44791(W) AD(       ) 3
 QF1365  NAD 27      -  45 29 57.42500(N)    067 27 07.45900(W) AD(       ) 3
 QF1365
 QF1365.Superseded values are not recommended for survey control.
 QF1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1365.See file dsdata.txt to determine how the superseded data were derived.
 QF1365
 QF1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2098039591(NAD 83)
 QF1365_MARKER: Z = SEE DESCRIPTION
 QF1365_SETTING: 80 = SET IN A BOULDER
 QF1365_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF1365
 QF1365  HISTORY     - Date     Condition        Report By
 QF1365  HISTORY     - 1917     MONUMENTED       IBC
 QF1365
 QF1365                          STATION DESCRIPTION
 QF1365
 QF1365'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (NWS)
 QF1365'ON THE N BANK OF THE ST CROIX RIVER, ABOUT 200 METERS BELOW THE
 QF1365'MOUTH OF HALLS BROOK.  IT IS 3/4 MILE ABOVE LITTLE FALLS, NEAR THE
 QF1365'TIP OF THE PENINSULA KNOWN AS---THE CAPE---, AND IS ON A ROCK WHICH
 QF1365'IS SEPARATED FROM THE SHORE BY 1.5 METERS OF WATER.  THE STATION IS
 QF1365'COVERED BY WATER DURING EXTREME FLOODS.
 QF1365'
 QF1365'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE
 QF1365'POST SET IN A DRILL HOLE IN THE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0372 ***********************************************************************
 SF0372  DESIGNATION -  REFERENCE MON 145
 SF0372  PID         -  SF0372
 SF0372  STATE/COUNTY-  ME/AROOSTOOK
 SF0372  USGS QUAD   -  FRENCHVILLE (1986)
 SF0372
 SF0372                         *CURRENT SURVEY CONTROL
 SF0372  ___________________________________________________________________
 SF0372* NAD 83(1996)-  47 17 52.90404(N)    068 28 49.30357(W)     ADJUSTED  
 SF0372* NAVD 88     -       149.3    (meters)     490.     (feet)  VERTCON   
 SF0372  ___________________________________________________________________
 SF0372  LAPLACE CORR-           6.19  (seconds)                    DEFLEC99
 SF0372  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 SF0372
 SF0372  HORZ ORDER  -  SECOND
 SF0372
 SF0372.The horizontal coordinates were established by classical geodetic methods
 SF0372.and adjusted by the National Geodetic Survey in March 1998..
 SF0372
 SF0372.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0372
 SF0372.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0372
 SF0372.The geoid height was determined by GEOID03.
 SF0372
 SF0372;                    North         East     Units Scale Factor Converg.
 SF0372;SPC ME E     -   403,553.786   301,485.106   MT  0.99990003   +0 00 52.0
 SF0372;UTM  19      - 5,238,414.768   539,285.515   MT  0.99961897   +0 22 54.8
 SF0372
 SF0372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0372!SPC ME E     -   0.99998040  x   0.99990003  =   0.99988043
 SF0372!UTM  19      -   0.99998040  x   0.99961897  =   0.99959937
 SF0372
 SF0372|---------------------------------------------------------------------|
 SF0372| PID    Reference Object                     Distance      Geod. Az  |
 SF0372|                                                           dddmmss.s |
 SF0372| SF0371 REFERENCE MON 145 RM 1                5.945 METERS 08843     |
 SF0372| DA4714 REFERENCE MON 145 RM 2                7.521 METERS 22232     |
 SF0372| SF0362 REFERENCE MON 147                   220.915 METERS 22331     |
 SF0372|---------------------------------------------------------------------|
 SF0372
 SF0372                          SUPERSEDED SURVEY CONTROL
 SF0372
 SF0372  NAD 83(1992)-  47 17 52.89924(N)    068 28 49.30026(W) AD(       ) 2
 SF0372  NAD 83(1986)-  47 17 52.90599(N)    068 28 49.29421(W) AD(       ) 2
 SF0372  NAD 27      -  47 17 52.76253(N)    068 28 51.13383(W) AD(       ) 2
 SF0372  NGVD 29 (07/19/86)  149.4    (m)          490.     (f) VERT ANG       
 SF0372
 SF0372.Superseded values are not recommended for survey control.
 SF0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0372.See file dsdata.txt to determine how the superseded data were derived.
 SF0372
 SF0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN3928638415(NAD 83)
 SF0372
 SF0372  HISTORY     - Date     Condition        Report By
 SF0372  HISTORY     - 1917     MONUMENTED       IBC
 SF0372  HISTORY     - 1976     SEE DESCRIPTION  NGS
 SF0372
 SF0372                          STATION DESCRIPTION
 SF0372
 SF0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CRM)
 SF0372'THE REFERENCE MONUMENT WAS RECOVERED IN GOOD CONDITION.  TWO
 SF0372'REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION
 SF0372'FOLLOWS.
 SF0372'
 SF0372'THE MONUMENT IS LOCATED ABOUT 1-1/2 MILES EAST-SOUTHEAST OF
 SF0372'BAKER BROOK, NEW BRUNSWICK, AT THE WEST END OF FIFTH ISLAND, AT
 SF0372'THE SOUTHWEST CORNER OF A BRUSHY FIELD, 20 FEET WEST OF THE WEST
 SF0372'SIDE OF A DEPRESSION THAT IS 60 FEET IN DIAMETER AND 15 FEET
 SF0372'DEEP, AND ON PROPERTY OWNED BY MR. GUY LEVESQUE.
 SF0372'
 SF0372'THE REFERENCE MONUMENT IS A CAST-IRON SPIKE, PYRAMID-SHAPED ON
 SF0372'TOP, THAT PROJECTS 3 FEET ABOVE A 3-FOOT SQUARE, CONCRETE
 SF0372'BASE.  CANADA, NO 145, 1917, AND RENEWED IS CAST IN THE CONCRETE
 SF0372'BASE.  IT IS 1.55 METERS SOUTHEAST OF A STEEL WITNESS POST WITH
 SF0372'METAL SIGN ATTACHED.
 SF0372'
 SF0372'REFERENCE MARK 1, STAMPED 145 1 1976, IS A BRONZE, REFERENCE
 SF0372'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0372'12 INCHES IN DIAMETER, PROJECTS 6 INCHES, AND 1.10 METERS LOWER
 SF0372'IN ELEVATION THAN THE REFERENCE MONUMENT.  IT IS 7.32 METERS
 SF0372'EAST-SOUTHEAST OF THE WITNESS POST.
 SF0372'
 SF0372'REFERENCE MARK 2, STAMPED 145 2 1976, IS A BRONZE, REFERENCE
 SF0372'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0372'12 INCHES IN DIAMETER, PROJECTS 3 INCHES, AND IT IS 1.24 METERS
 SF0372'LOWER IN ELEVATION THAN THE REFERENCE MONUMENT.  IT IS 7.53
 SF0372'METERS SOUTHWEST OF THE WITNESS POST.
 SF0372'
 SF0372'NOTE--THE REFERENCE MARKS WERE LOCATED WITH SUCH CHECKS AND
 SF0372'ACCURACY THAT THEY MAY BE USED IN LIEU OF LOST REFERENCE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0371 ***********************************************************************
 SF0371  DESIGNATION -  REFERENCE MON 145 RM 1
 SF0371  PID         -  SF0371
 SF0371  STATE/COUNTY-  ME/AROOSTOOK
 SF0371  USGS QUAD   -  FRENCHVILLE (1986)
 SF0371
 SF0371                         *CURRENT SURVEY CONTROL
 SF0371  ___________________________________________________________________
 SF0371* NAD 83(1996)-  47 17 52.90833(N)    068 28 49.02068(W)     ADJUSTED  
 SF0371* NAVD 88     -       148.1    (meters)     486.     (feet)  VERTCON   
 SF0371  ___________________________________________________________________
 SF0371  LAPLACE CORR-           6.19  (seconds)                    DEFLEC99
 SF0371  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 SF0371
 SF0371  HORZ ORDER  -  SECOND
 SF0371
 SF0371.The horizontal coordinates were established by classical geodetic methods
 SF0371.and adjusted by the National Geodetic Survey in March 1998..
 SF0371
 SF0371.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0371
 SF0371.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0371
 SF0371.The geoid height was determined by GEOID03.
 SF0371
 SF0371;                    North         East     Units Scale Factor Converg.
 SF0371;SPC ME E     -   403,553.920   301,491.048   MT  0.99990003   +0 00 52.2
 SF0371;UTM  19      - 5,238,414.940   539,291.455   MT  0.99961897   +0 22 55.0
 SF0371
 SF0371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0371!SPC ME E     -   0.99998058  x   0.99990003  =   0.99988062
 SF0371!UTM  19      -   0.99998058  x   0.99961897  =   0.99959956
 SF0371
 SF0371|---------------------------------------------------------------------|
 SF0371| PID    Reference Object                     Distance      Geod. Az  |
 SF0371|                                                           dddmmss.s |
 SF0371| SF0362 REFERENCE MON 147                   225.143 METERS 22435     |
 SF0371| SF0372 REFERENCE MON 145                     5.945 METERS 26843     |
 SF0371|---------------------------------------------------------------------|
 SF0371
 SF0371                          SUPERSEDED SURVEY CONTROL
 SF0371
 SF0371  NAD 83(1992)-  47 17 52.90353(N)    068 28 49.01737(W) AD(       ) 2
 SF0371  NAD 83(1986)-  47 17 52.91028(N)    068 28 49.01132(W) AD(       ) 2
 SF0371  NAD 27      -  47 17 52.76682(N)    068 28 50.85094(W) AD(       ) 2
 SF0371  NGVD 29 (07/19/86)  148.2    (m)          486.     (f) VERT ANG       
 SF0371
 SF0371.Superseded values are not recommended for survey control.
 SF0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0371.See file dsdata.txt to determine how the superseded data were derived.
 SF0371
 SF0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN3929138415(NAD 83)
 SF0371_MARKER: Z = SEE DESCRIPTION
 SF0371_SETTING: 0 = UNSPECIFIED SETTING
 SF0371
 SF0371  HISTORY     - Date     Condition        Report By
 SF0371  HISTORY     - 1976     MONUMENTED       IBC
 SF0371
 SF0371                          STATION DESCRIPTION
 SF0371
 SF0371'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1976 (CRM)
 SF0371'THE STATION IS LOCATED ABOUT 1-1/2 MILES EAST-SOUTHEAST OF BAKER
 SF0371'BROOK, NEW BRUNSWICK, AT THE WEST END OF FIFTH ISLAND, AT THE
 SF0371'SOUTHWEST CORNER OF A BRUSHY FIELD, AND ON PROPERTY OWNED BY
 SF0371'MR. GUY LEVESQUE.
 SF0371'
 SF0371'THE STATION MARK, STAMPED 145 1 1976, IS A BRONZE, REFERENCE
 SF0371'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0371'12 INCHES IN DIAMETER AND PROJECTS 6 INCHES.  IT IS 7.32 METERS
 SF0371'EAST-SOUTHEAST OF A STEEL WITNESS POST WITH METAL SIGN ATTACHED.
 SF0371'
 SF0371'REFERENCE MONUMENT 145 IS A CAST-IRON SPIKE, PYRAMID-SHAPED ON
 SF0371'TOP, THAT PROJECTS 3 FEET ABOVE A 3-FOOT SQUARE, CONCRETE
 SF0371'BASE.  CANADA, NO 145, 1917, AND RENEWED IS CAST IN CONCRETE
 SF0371'BASE.  IT IS 1.55 METERS SOUTHEAST OF THE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0538 ***********************************************************************
 QF0538  DESIGNATION -  REFERENCE MON 146
 QF0538  PID         -  QF0538
 QF0538  STATE/COUNTY-  ME/WASHINGTON
 QF0538  USGS QUAD   -  VANCEBORO (1988)
 QF0538
 QF0538                         *CURRENT SURVEY CONTROL
 QF0538  ___________________________________________________________________
 QF0538* NAD 83(1996)-  45 30 25.28753(N)    067 27 42.17600(W)     ADJUSTED  
 QF0538* NAVD 88     -       100.     (meters)     328.     (feet)  SCALED    
 QF0538  ___________________________________________________________________
 QF0538  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 QF0538  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 QF0538
 QF0538  HORZ ORDER  -  THIRD
 QF0538
 QF0538.The horizontal coordinates were established by classical geodetic methods
 QF0538.and adjusted by the National Geodetic Survey in March 1998..
 QF0538
 QF0538.The orthometric height was scaled from a topographic map.
 QF0538
 QF0538.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0538
 QF0538.The geoid height was determined by GEOID03.
 QF0538
 QF0538;                    North         East     Units Scale Factor Converg.
 QF0538;SPC ME E     -   205,011.326   381,132.025   MT  0.99998090   +0 44 26.5
 QF0538;UTM  19      - 5,040,427.718   620,166.063   MT  0.99977754   +1 05 50.8
 QF0538
 QF0538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0538!SPC ME E     -   0.99998806  x   0.99998090  =   0.99996896
 QF0538!UTM  19      -   0.99998806  x   0.99977754  =   0.99976560
 QF0538
 QF0538|---------------------------------------------------------------------|
 QF0538| PID    Reference Object                     Distance      Geod. Az  |
 QF0538|                                                           dddmmss.s |
 QF0538| QF0540 LITTLE FALLS IBC                      1.910 METERS 22733     |
 QF0538| QF0539 LITTLE FALLS BM IBC                   1.215 METERS 23453     |
 QF0538| QF0542 REFERENCE MON 145                    67.091 METERS 31603     |
 QF0538|---------------------------------------------------------------------|
 QF0538
 QF0538                          SUPERSEDED SURVEY CONTROL
 QF0538
 QF0538  NAD 83(1992)-  45 30 25.28370(N)    067 27 42.17201(W) AD(       ) 3
 QF0538  NAD 83(1986)-  45 30 25.28739(N)    067 27 42.18077(W) AD(       ) 3
 QF0538  NAD 27      -  45 30 25.03700(N)    067 27 44.18100(W) AD(       ) 3
 QF0538
 QF0538.Superseded values are not recommended for survey control.
 QF0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0538.See file dsdata.txt to determine how the superseded data were derived.
 QF0538
 QF0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2016640428(NAD 83)
 QF0538_MARKER: Z = SEE DESCRIPTION
 QF0538_SETTING: 66 = SET IN ROCK OUTCROP
 QF0538
 QF0538  HISTORY     - Date     Condition        Report By
 QF0538  HISTORY     - 1917     MONUMENTED       IBC
 QF0538
 QF0538                          STATION DESCRIPTION
 QF0538
 QF0538'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (NWS)
 QF0538'ON THE E BANK OF THE ST CROIX RIVER, NEAR THE MIDDLE OF LITTLE FALLS,
 QF0538'ON THE TOP OF THE ROCKY LEDGE ABOUT 3 METERS INSHORE FROM THE RIVER
 QF0538'BANK.
 QF0538'
 QF0538'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE POST
 QF0538'SET IN A DRILL HOLE IN THE LEDGE.  A BRONZE DISK BENCH MARK SET IN
 QF0538'THE SAME LEDGE BEARS S 54 DEGREES 54 MINUTES W, 1.22 METERS DISTANT
 QF0538'FROM THE STATION.  THIS IS STATION---LITTLE FALLS BM---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0362 ***********************************************************************
 SF0362  DESIGNATION -  REFERENCE MON 147
 SF0362  PID         -  SF0362
 SF0362  STATE/COUNTY-  ME/AROOSTOOK
 SF0362  USGS QUAD   -  FRENCHVILLE (1986)
 SF0362
 SF0362                         *CURRENT SURVEY CONTROL
 SF0362  ___________________________________________________________________
 SF0362* NAD 83(1996)-  47 17 47.71580(N)    068 28 56.54280(W)     ADJUSTED  
 SF0362* NAVD 88     -       148.4    (meters)     487.     (feet)  VERTCON   
 SF0362  ___________________________________________________________________
 SF0362  LAPLACE CORR-           6.13  (seconds)                    DEFLEC99
 SF0362  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 SF0362
 SF0362  HORZ ORDER  -  SECOND
 SF0362
 SF0362.The horizontal coordinates were established by classical geodetic methods
 SF0362.and adjusted by the National Geodetic Survey in March 1998..
 SF0362
 SF0362.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0362
 SF0362.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0362
 SF0362.The geoid height was determined by GEOID03.
 SF0362
 SF0362;                    North         East     Units Scale Factor Converg.
 SF0362;SPC ME E     -   403,393.540   301,333.069   MT  0.99990002   +0 00 46.6
 SF0362;UTM  19      - 5,238,253.596   539,134.552   MT  0.99961882   +0 22 49.4
 SF0362
 SF0362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0362!SPC ME E     -   0.99998054  x   0.99990002  =   0.99988056
 SF0362!UTM  19      -   0.99998054  x   0.99961882  =   0.99959936
 SF0362
 SF0362|---------------------------------------------------------------------|
 SF0362| PID    Reference Object                     Distance      Geod. Az  |
 SF0362|                                                           dddmmss.s |
 SF0362| SF0372 REFERENCE MON 145                   220.915 METERS 04330     |
 SF0362| DA4715 REFERENCE MON 147 RM 1                8.677 METERS 10437     |
 SF0362| SF0382 BAKER BR CATH CH SP IBC 1976        APPROX. 2.5 KM 2772338.1 |
 SF0362| DA4716 REFERENCE MON 147 RM 2                8.414 METERS 28713     |
 SF0362|---------------------------------------------------------------------|
 SF0362
 SF0362                          SUPERSEDED SURVEY CONTROL
 SF0362
 SF0362  NAD 83(1992)-  47 17 47.71099(N)    068 28 56.53946(W) AD(       ) 2
 SF0362  NAD 83(1986)-  47 17 47.71774(N)    068 28 56.53343(W) AD(       ) 2
 SF0362  NAD 27      -  47 17 47.57432(N)    068 28 58.37286(W) AD(       ) 2
 SF0362  NGVD 29 (07/19/86)  148.5    (m)          487.     (f) VERT ANG       
 SF0362
 SF0362.Superseded values are not recommended for survey control.
 SF0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0362.See file dsdata.txt to determine how the superseded data were derived.
 SF0362
 SF0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN3913538254(NAD 83)
 SF0362_MARKER: Z = SEE DESCRIPTION
 SF0362_SETTING: 0 = UNSPECIFIED SETTING
 SF0362
 SF0362  HISTORY     - Date     Condition        Report By
 SF0362  HISTORY     - 1976     MONUMENTED       IBC
 SF0362
 SF0362                          STATION DESCRIPTION
 SF0362
 SF0362'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1976 (CRM)
 SF0362'THE MONUMENT IS LOCATED ABOUT 1-1/2 MILES EAST-SOUTHEAST OF
 SF0362'BAKER BROOK, NEW BRUNSWICK, ON THE EAST END OF DAIGLE ISLAND,
 SF0362'ABOUT 120 FEET WEST OF THE EAST HIGH WATER RIVER BANK, NEAR THE
 SF0362'BRUSH LINE ON THE NORTH SIDE OF THE ISLAND, AND ON PROPERTY
 SF0362'OWNED BY FRASER CO.
 SF0362'
 SF0362'THE REFERENCE MONUMENT, STAMPED 147-76 1976, IS A BRONZE,
 SF0362'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0362'POST THAT IS 18 INCHES IN DIAMETER AND PROJECTS 1 FOOT.  IT IS
 SF0362'5.5 FEET SOUTHEAST OF A STEEL WITNESS POST WITH METAL SIGN
 SF0362'ATTACHED.
 SF0362'
 SF0362'REFERENCE MARK 1, STAMPED 147-76 1 1976, IS A BRONZE, REFERENCE
 SF0362'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT
 SF0362'IS 12 INCHES IN DIAMETER, PROJECTS 6 INCHES, AND IS 0.26 METER
 SF0362'HIGHER THAN THE REFERENCE MONUMENT.  IT IS 32.7 FEET EAST OF THE
 SF0362'WITNESS POST.
 SF0362'
 SF0362'REFERENCE MARK 2, STAMPED 147-76 2 1976, IS A BRONZE, REFERENCE
 SF0362'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0362'12 INCHES IN DIAMETER, PROJECTS 6 INCHES, AND IS 0.73 METER LOWER
 SF0362'THAN THE REFERENCE MONUMENT.  IT IS 23.2 FEET WEST OF THE WITNESS
 SF0362'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1397 ***********************************************************************
 QF1397  DESIGNATION -  REFERENCE MON 148
 QF1397  PID         -  QF1397
 QF1397  STATE/COUNTY-  ME/WASHINGTON
 QF1397  USGS QUAD   -  LOON BAY (1988)
 QF1397
 QF1397                         *CURRENT SURVEY CONTROL
 QF1397  ___________________________________________________________________
 QF1397* NAD 83(1996)-  45 29 45.69772(N)    067 28 06.17589(W)     ADJUSTED  
 QF1397* NAVD 88     -        94.     (meters)     308.     (feet)  SCALED    
 QF1397  ___________________________________________________________________
 QF1397  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 QF1397  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 QF1397
 QF1397  HORZ ORDER  -  THIRD
 QF1397
 QF1397.The horizontal coordinates were established by classical geodetic methods
 QF1397.and adjusted by the National Geodetic Survey in March 1998..
 QF1397
 QF1397.The orthometric height was scaled from a topographic map.
 QF1397
 QF1397.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1397
 QF1397.The geoid height was determined by GEOID03.
 QF1397
 QF1397;                    North         East     Units Scale Factor Converg.
 QF1397;SPC ME E     -   203,782.496   380,626.789   MT  0.99997990   +0 44 08.8
 QF1397;UTM  19      - 5,039,196.017   619,668.589   MT  0.99977607   +1 05 32.9
 QF1397
 QF1397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1397!SPC ME E     -   0.99998900  x   0.99997990  =   0.99996890
 QF1397!UTM  19      -   0.99998900  x   0.99977607  =   0.99976507
 QF1397
 QF1397                          SUPERSEDED SURVEY CONTROL
 QF1397
 QF1397  NAD 83(1992)-  45 29 45.69418(N)    067 28 06.17186(W) AD(       ) 3
 QF1397  NAD 83(1986)-  45 29 45.69781(N)    067 28 06.18033(W) AD(       ) 3
 QF1397  NAD 27      -  45 29 45.44700(N)    067 28 08.20200(W) AD(       ) 3
 QF1397
 QF1397.Superseded values are not recommended for survey control.
 QF1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1397.See file dsdata.txt to determine how the superseded data were derived.
 QF1397
 QF1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL1966939196(NAD 83)
 QF1397_MARKER: Z = SEE DESCRIPTION
 QF1397_SETTING: 80 = SET IN A BOULDER
 QF1397_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF1397
 QF1397  HISTORY     - Date     Condition        Report By
 QF1397  HISTORY     - 1917     MONUMENTED       IBC
 QF1397
 QF1397                          STATION DESCRIPTION
 QF1397
 QF1397'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (NWS)
 QF1397'ON THE N BANK OF THE ST CROIX RIVER, ON DUCK POINT 1.7 MILES BELOW
 QF1397'LITTLE FALLS, AND ABOUT 300 METERS ABOVE THE UPPER REACH OF CEDAR
 QF1397'ISLAND RIPS.  IT IS 100 METERS UPSTREAM FROM THE DUCK POINT RIVER
 QF1397'DRIVERS CAMP AND 9 METERS FROM THE RIVER BANK.
 QF1397'
 QF1397'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE POST
 QF1397'SET IN A DRILL HOLE IN A ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0366 ***********************************************************************
 SF0366  DESIGNATION -  REFERENCE MON 149
 SF0366  PID         -  SF0366
 SF0366  STATE/COUNTY-  ME/AROOSTOOK
 SF0366  USGS QUAD   -  FRENCHVILLE (1986)
 SF0366
 SF0366                         *CURRENT SURVEY CONTROL
 SF0366  ___________________________________________________________________
 SF0366* NAD 83(1996)-  47 17 51.55049(N)    068 29 57.31407(W)     ADJUSTED  
 SF0366* NAVD 88     -       156.3    (meters)     513.     (feet)  VERTCON   
 SF0366  ___________________________________________________________________
 SF0366  LAPLACE CORR-           6.25  (seconds)                    DEFLEC99
 SF0366  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 SF0366
 SF0366  HORZ ORDER  -  SECOND
 SF0366
 SF0366.The horizontal coordinates were established by classical geodetic methods
 SF0366.and adjusted by the National Geodetic Survey in March 1998..
 SF0366
 SF0366.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0366
 SF0366.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0366
 SF0366.The geoid height was determined by GEOID03.
 SF0366
 SF0366;                    North         East     Units Scale Factor Converg.
 SF0366;SPC ME E     -   403,511.803   300,056.423   MT  0.99990000   +0 00 02.0
 SF0366;UTM  19      - 5,238,363.637   537,857.534   MT  0.99961761   +0 22 04.8
 SF0366
 SF0366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0366!SPC ME E     -   0.99997931  x   0.99990000  =   0.99987931
 SF0366!UTM  19      -   0.99997931  x   0.99961761  =   0.99959692
 SF0366
 SF0366|---------------------------------------------------------------------|
 SF0366| PID    Reference Object                     Distance      Geod. Az  |
 SF0366|                                                           dddmmss.s |
 SF0366| DA4718 REFERENCE MON 149 RM 2                7.509 METERS 01309     |
 SF0366| SF0362 REFERENCE MON 147                   APPROX. 1.3 KM 0951735.0 |
 SF0366| SF0061 REFERENCE MON S 76                  411.546 METERS 1861535.3 |
 SF0366| DA4717 REFERENCE MON 149 RM 1                8.509 METERS 18846     |
 SF0366|---------------------------------------------------------------------|
 SF0366
 SF0366                          SUPERSEDED SURVEY CONTROL
 SF0366
 SF0366  NAD 83(1992)-  47 17 51.54556(N)    068 29 57.31070(W) AD(       ) 2
 SF0366  NAD 83(1986)-  47 17 51.55240(N)    068 29 57.30474(W) AD(       ) 2
 SF0366  NAD 27      -  47 17 51.40938(N)    068 29 59.14255(W) AD(       ) 2
 SF0366  NGVD 29 (07/19/86)  156.4    (m)          513.     (f) VERT ANG       
 SF0366
 SF0366.Superseded values are not recommended for survey control.
 SF0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0366.See file dsdata.txt to determine how the superseded data were derived.
 SF0366
 SF0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN3785838364(NAD 83)
 SF0366
 SF0366  HISTORY     - Date     Condition        Report By
 SF0366  HISTORY     - 1917     MONUMENTED       IBC
 SF0366  HISTORY     - 1976     SEE DESCRIPTION  NGS
 SF0366
 SF0366                          STATION DESCRIPTION
 SF0366
 SF0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CRM)
 SF0366'THE MONUMENT WAS RECOVERED IN GOOD CONDITION.  TWO REFERENCE
 SF0366'MARKS WERE ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 SF0366'
 SF0366'THE MONUMENT IS LOCATED ABOUT 1/2 MILE SOUTHEAST OF BAKER BROOK,
 SF0366'NEW BRUNSWICK, ON THE WEST END OF DAIGLE ISLAND, 20 FEET EAST
 SF0366'OF THE WEST HIGH WATER RIVER BANK, NEAR THE BRUSH LINE AT THE
 SF0366'WEST END OF THE ISLAND, AND ON PROPERTY OWNED BY FRASER CO.
 SF0366'
 SF0366'THE REFERENCE MONUMENT IS A CAST-IRON SPIKE, PYRAMID-SHAPED ON
 SF0366'TOP, THAT PROJECTS 3 FEET ABOVE A 3-FOOT SQUARE, CONCRETE
 SF0366'BASE.  CANADA, NO 149, RENEWED, AND 1917 IS CAST IN THE CONCRETE
 SF0366'BASE.  IT IS 7.6 FEET SOUTHWEST OF A STEEL WITNESS POST WITH
 SF0366'METAL SIGN ATTACHED.
 SF0366'
 SF0366'REFERENCE MARK 1, STAMPED 149 1 1976, IS A BRONZE, REFERENCE
 SF0366'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0366'12 INCHES IN DIAMETER, PROJECTS 2 INCHES AND IS 1.15 METERS LOWER
 SF0366'THAN THE REFERENCE MONUMENT.  IT IS 33.9 FEET SOUTH-SOUTHWEST OF
 SF0366'THE WITNESS POST.
 SF0366'
 SF0366'REFERENCE MARK 2, STAMPED 149 2 1976, IS A BRONZE, REFERENCE
 SF0366'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0366'12 INCHES IN DIAMETER, PROJECTS 1 FOOT, AND IS 1.84 METERS LOWER
 SF0366'THAN THE REFERENCE MONUMENT.  IT IS 19.5 FEET NORTH OF THE
 SF0366'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1920 ***********************************************************************
 QF1920  DESIGNATION -  REFERENCE MON 15
 QF1920  PID         -  QF1920
 QF1920  STATE/COUNTY-  ME/AROOSTOOK
 QF1920  USGS QUAD   -  ORIENT (1989)
 QF1920
 QF1920                         *CURRENT SURVEY CONTROL
 QF1920  ___________________________________________________________________
 QF1920* NAD 83(1996)-  45 52 05.00146(N)    067 48 08.04744(W)     ADJUSTED  
 QF1920* NAVD 88     -       133.     (meters)     436.     (feet)  SCALED    
 QF1920  ___________________________________________________________________
 QF1920  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 QF1920  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 QF1920
 QF1920  HORZ ORDER  -  THIRD
 QF1920
 QF1920.The horizontal coordinates were established by classical geodetic methods
 QF1920.and adjusted by the National Geodetic Survey in March 1998..
 QF1920
 QF1920.The orthometric height was scaled from a topographic map.
 QF1920
 QF1920.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1920
 QF1920.The geoid height was determined by GEOID03.
 QF1920
 QF1920;                    North         East     Units Scale Factor Converg.
 QF1920;SPC ME E     -   244,846.608   354,174.024   MT  0.99993607   +0 30 03.0
 QF1920;UTM  19      - 5,080,085.266   592,965.693   MT  0.99970625   +0 51 35.1
 QF1920
 QF1920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1920!SPC ME E     -   0.99998288  x   0.99993607  =   0.99991895
 QF1920!UTM  19      -   0.99998288  x   0.99970625  =   0.99968914
 QF1920
 QF1920                          SUPERSEDED SURVEY CONTROL
 QF1920
 QF1920  NAD 83(1992)-  45 52 04.99866(N)    067 48 08.04598(W) AD(       ) 4
 QF1920  NAD 83(1986)-  45 52 04.99181(N)    067 48 08.07093(W) AD(       ) 4
 QF1920  NAD 27      -  45 52 04.80893(N)    067 48 10.01840(W) AD(       ) 3
 QF1920
 QF1920.Superseded values are not recommended for survey control.
 QF1920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1920.See file dsdata.txt to determine how the superseded data were derived.
 QF1920
 QF1920_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9296680085(NAD 83)
 QF1920_MARKER: Z = SEE DESCRIPTION
 QF1920_SETTING: 0 = UNSPECIFIED SETTING
 QF1920
 QF1920  HISTORY     - Date     Condition        Report By
 QF1920  HISTORY     - 1912     MONUMENTED       IBC
 QF1920  HISTORY     - 1955     GOOD             IBC
 QF1920  HISTORY     - 1972     SEE DESCRIPTION  IBC
 QF1920
 QF1920                          STATION DESCRIPTION
 QF1920
 QF1920'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (JEM)
 QF1920'ON THE OPPOSITE SHORE OF MONUMENT BROOK FROM REFERENCE MONUMENT 14,
 QF1920'JUST BELOW AND ACROSS FROM THE MOUTH OF GREENLEAF BROOK, 100 FEET
 QF1920'BACK FROM THE BED OF MONUMENT BROOK, 40 FEET INSIDE THE TALL TIMBER
 QF1920'AND SURROUNDED BY THICK BRUSH.  THERE IS A CLUMP OF LARGE CEDAR 20
 QF1920'FEET S AND A 10 - INCH BALSAM AND A 12 - INCH BIRCH IN A LINE W OF
 QF1920'STATION, 10 FEET AND 15 FEET DISTANT, RESPECTIVELY.  THE MONUMENT IS
 QF1920'NEARER THE STREAM BELOW THAN ABOVE GREENLEAF BROOK AND ON LINE WITH
 QF1920'FIRST REACH OF THIS BROOK.
 QF1920'
 QF1920'STATION MARK IS A BOUNDARY REFERENCE POST SET IN A CONCRETE BASE.
 QF1920
 QF1920                          STATION RECOVERY (1955)
 QF1920
 QF1920'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1920'STATION RECOVERED IN GOOD CONDITION.
 QF1920
 QF1920                          STATION RECOVERY (1972)
 QF1920
 QF1920'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1920'THE MONUMENT WAS RECOVERED AS DESCRIBED BY NWS IN 1955 EXCEPT THAT
 QF1920'IS A LITTLE OUT OF PLUMB UNDOUBTEDLY FROM FROST HEAVING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1466 ***********************************************************************
 QF1466  DESIGNATION -  REFERENCE MON 150
 QF1466  PID         -  QF1466
 QF1466  STATE/COUNTY-  ME/WASHINGTON
 QF1466  USGS QUAD   -  LOON BAY (1988)
 QF1466
 QF1466                         *CURRENT SURVEY CONTROL
 QF1466  ___________________________________________________________________
 QF1466* NAD 83(1996)-  45 29 41.97234(N)    067 29 11.18751(W)     ADJUSTED  
 QF1466* NAVD 88     -        88.     (meters)     289.     (feet)  SCALED    
 QF1466  ___________________________________________________________________
 QF1466  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 QF1466  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 QF1466
 QF1466  HORZ ORDER  -  THIRD
 QF1466
 QF1466.The horizontal coordinates were established by classical geodetic methods
 QF1466.and adjusted by the National Geodetic Survey in March 1998..
 QF1466
 QF1466.The orthometric height was scaled from a topographic map.
 QF1466
 QF1466.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1466
 QF1466.The geoid height was determined by GEOID03.
 QF1466
 QF1466;                    North         East     Units Scale Factor Converg.
 QF1466;SPC ME E     -   203,649.528   379,216.846   MT  0.99997713   +0 43 22.4
 QF1466;UTM  19      - 5,039,054.303   618,259.789   MT  0.99977195   +1 04 46.5
 QF1466
 QF1466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1466!SPC ME E     -   0.99998994  x   0.99997713  =   0.99996707
 QF1466!UTM  19      -   0.99998994  x   0.99977195  =   0.99976189
 QF1466
 QF1466                          SUPERSEDED SURVEY CONTROL
 QF1466
 QF1466  NAD 83(1992)-  45 29 41.96822(N)    067 29 11.18268(W) AD(       ) 3
 QF1466  NAD 83(1986)-  45 29 41.97162(N)    067 29 11.19102(W) AD(       ) 3
 QF1466  NAD 27      -  45 29 41.75400(N)    067 29 13.20800(W) AD(       ) 3
 QF1466
 QF1466.Superseded values are not recommended for survey control.
 QF1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1466.See file dsdata.txt to determine how the superseded data were derived.
 QF1466
 QF1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL1826039054(NAD 83)
 QF1466_MARKER: Z = SEE DESCRIPTION
 QF1466_SETTING: 80 = SET IN A BOULDER
 QF1466_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF1466
 QF1466  HISTORY     - Date     Condition        Report By
 QF1466  HISTORY     - 1917     MONUMENTED       IBC
 QF1466
 QF1466                          STATION DESCRIPTION
 QF1466
 QF1466'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (NWS)
 QF1466'ON THE N BANK OF THE ST CROIX RIVER, 2.8 MILES BELOW LITTLE FALLS, ON
 QF1466'THE EXTREME POINT OF BOOT POINT AT THE HEAD OF THE TYLER RIPS.  IT IS
 QF1466'ON A HUGE BOULDER SEPARATED FROM THE SHORE AT HIGH WATER.
 QF1466'
 QF1466'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE
 QF1466'POST SET IN A DRILL HOLE IN THE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0379 ***********************************************************************
 SF0379  DESIGNATION -  REFERENCE MON 151
 SF0379  PID         -  SF0379
 SF0379  STATE/COUNTY-  ME/AROOSTOOK
 SF0379  USGS QUAD   -  FORT KENT NORTH (1985)
 SF0379
 SF0379                         *CURRENT SURVEY CONTROL
 SF0379  ___________________________________________________________________
 SF0379* NAD 83(1996)-  47 17 56.56015(N)    068 30 16.13678(W)     ADJUSTED  
 SF0379* NAVD 88     -       150.6    (meters)     494.     (feet)  VERTCON   
 SF0379  ___________________________________________________________________
 SF0379  LAPLACE CORR-           6.33  (seconds)                    DEFLEC99
 SF0379  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 SF0379
 SF0379  HORZ ORDER  -  SECOND
 SF0379
 SF0379.The horizontal coordinates were established by classical geodetic methods
 SF0379.and adjusted by the National Geodetic Survey in March 1998..
 SF0379
 SF0379.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0379
 SF0379.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0379
 SF0379.The geoid height was determined by GEOID03.
 SF0379
 SF0379;                    North         East     Units Scale Factor Converg.
 SF0379;SPC ME E     -   403,666.507   299,661.024   MT  0.99990000   -0 00 11.9
 SF0379;UTM  19      - 5,238,515.759   537,461.263   MT  0.99961725   +0 21 51.0
 SF0379
 SF0379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0379!SPC ME E     -   0.99998020  x   0.99990000  =   0.99988020
 SF0379!UTM  19      -   0.99998020  x   0.99961725  =   0.99959746
 SF0379
 SF0379|---------------------------------------------------------------------|
 SF0379| PID    Reference Object                     Distance      Geod. Az  |
 SF0379|                                                           dddmmss.s |
 SF0379| DA4719 REFERENCE MON 151 RM 1               15.743 METERS 04413     |
 SF0379| DA4720 REFERENCE MON 151 RM 2                8.129 METERS 10154     |
 SF0379| SF0380 REFERENCE MON 151A                  183.785 METERS 20121     |
 SF0379| SF0382 BAKER BR CATH CH SP IBC 1976        APPROX. 0.8 KM 2732750.7 |
 SF0379|---------------------------------------------------------------------|
 SF0379
 SF0379                          SUPERSEDED SURVEY CONTROL
 SF0379
 SF0379  NAD 83(1992)-  47 17 56.55517(N)    068 30 16.13346(W) AD(       ) 2
 SF0379  NAD 83(1986)-  47 17 56.56200(N)    068 30 16.12750(W) AD(       ) 2
 SF0379  NAD 27      -  47 17 56.41882(N)    068 30 17.96476(W) AD(       ) 2
 SF0379  NGVD 29 (07/19/86)  150.7    (m)          494.     (f) VERT ANG       
 SF0379
 SF0379.Superseded values are not recommended for survey control.
 SF0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0379.See file dsdata.txt to determine how the superseded data were derived.
 SF0379
 SF0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN3746138516(NAD 83)
 SF0379
 SF0379  HISTORY     - Date     Condition        Report By
 SF0379  HISTORY     - 1917     MONUMENTED       IBC
 SF0379  HISTORY     - 1976     SEE DESCRIPTION  NGS
 SF0379
 SF0379                          STATION DESCRIPTION
 SF0379
 SF0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CRM)
 SF0379'THE MONUMENT WAS RECOVERED IN GOOD CONDITION.  TWO REFERENCE
 SF0379'MARKS WERE ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 SF0379'
 SF0379'THE MONUMENT IS LOCATED ABOUT 1/2 MILE SOUTHEAST OF BAKER BROOK,
 SF0379'NEW BRUNSWICK, ON THE WEST SIDE OF TURTLE ISLAND, 20 FEET EAST
 SF0379'OF THE WEST HIGH WATER RIVER BANK, AND ON PROPERTY OWNED BY
 SF0379'FRASER CO.
 SF0379'
 SF0379'THE REFERENCE MONUMENT IS A CAST-IRON SPIKE, PYRAMID-SHAPED ON
 SF0379'TOP, THAT PROJECTS 3 FEET ABOVE A 3-FOOT SQUARE, CONCRETE
 SF0379'BASE.  CANADA, NO 151, RENEWED, AND 1917 IS CAST IN THE CONCRETE
 SF0379'BASE.  IT IS 7.2 FEET WEST OF A STEEL WITNESS POST WITH METAL
 SF0379'SIGN ATTACHED.
 SF0379'
 SF0379'REFERENCE MARK 1, STAMPED 151 1 1976, IS A BRONZE, REFERENCE
 SF0379'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT
 SF0379'IS 12 INCHES IN DIAMETER AND PROJECTS 6 INCHES.  IT IS 46.1 FEET
 SF0379'NORTHEAST OF THE WITNESS POST.
 SF0379'
 SF0379'REFERENCE MARK 2, STAMPED 151 2 1976, IS A BRONZE, REFERENCE
 SF0379'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0379'12 INCHES IN DIAMETER AND PROJECTS 4 INCHES.  IT IS 19.6 FEET
 SF0379'EAST-SOUTHEAST OF THE WITNESS POST.
 SF0379'
 SF0379'NOTE--THE REFERENCE MARKS WERE LOCATED WITH SUCH CHECKS AND
 SF0379'ACCURACY THAT THEY MAY BE USED IN LIEU OF LOST REFERENCE
 SF0379'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0380 ***********************************************************************
 SF0380  DESIGNATION -  REFERENCE MON 151A
 SF0380  PID         -  SF0380
 SF0380  STATE/COUNTY-  ME/AROOSTOOK
 SF0380  USGS QUAD   -  FORT KENT NORTH (1985)
 SF0380
 SF0380                         *CURRENT SURVEY CONTROL
 SF0380  ___________________________________________________________________
 SF0380* NAD 83(1996)-  47 17 51.01766(N)    068 30 19.32248(W)     ADJUSTED  
 SF0380* NAVD 88     -       148.1    (meters)     486.     (feet)  VERTCON   
 SF0380  ___________________________________________________________________
 SF0380  LAPLACE CORR-           6.28  (seconds)                    DEFLEC99
 SF0380  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 SF0380
 SF0380  HORZ ORDER  -  SECOND
 SF0380
 SF0380.The horizontal coordinates were established by classical geodetic methods
 SF0380.and adjusted by the National Geodetic Survey in March 1998..
 SF0380
 SF0380.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0380.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0380
 SF0380.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0380
 SF0380.The geoid height was determined by GEOID03.
 SF0380
 SF0380;                    North         East     Units Scale Factor Converg.
 SF0380;SPC ME E     -   403,495.363   299,594.092   MT  0.99990000   -0 00 14.2
 SF0380;UTM  19      - 5,238,344.238   537,395.448   MT  0.99961719   +0 21 48.6
 SF0380
 SF0380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0380!SPC ME E     -   0.99998059  x   0.99990000  =   0.99988059
 SF0380!UTM  19      -   0.99998059  x   0.99961719  =   0.99959779
 SF0380
 SF0380|---------------------------------------------------------------------|
 SF0380| PID    Reference Object                     Distance      Geod. Az  |
 SF0380|                                                           dddmmss.s |
 SF0380| DA4721 REFERENCE MON 151A RM 1               8.247 METERS 10610     |
 SF0380| DA4722 REFERENCE MON 151A RM 2               7.650 METERS 27419     |
 SF0380| SF0381 REFERENCE MON 153                   221.623 METERS 27434     |
 SF0380| SF0382 BAKER BR CATH CH SP IBC 1976        APPROX. 0.8 KM 2862243.5 |
 SF0380|---------------------------------------------------------------------|
 SF0380
 SF0380                          SUPERSEDED SURVEY CONTROL
 SF0380
 SF0380  NAD 83(1992)-  47 17 51.01262(N)    068 30 19.31916(W) AD(       ) 2
 SF0380  NAD 83(1986)-  47 17 51.01941(N)    068 30 19.31324(W) AD(       ) 2
 SF0380  NAD 27      -  47 17 50.87607(N)    068 30 21.15060(W) AD(       ) 2
 SF0380  NGVD 29 (07/19/86)  148.2    (m)          486.     (f) VERT ANG       
 SF0380
 SF0380.Superseded values are not recommended for survey control.
 SF0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0380.See file dsdata.txt to determine how the superseded data were derived.
 SF0380
 SF0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN3739538344(NAD 83)
 SF0380_MARKER: Z = SEE DESCRIPTION
 SF0380_SETTING: 0 = UNSPECIFIED SETTING
 SF0380
 SF0380  HISTORY     - Date     Condition        Report By
 SF0380  HISTORY     - 1976     MONUMENTED       IBC
 SF0380
 SF0380                          STATION DESCRIPTION
 SF0380
 SF0380'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1976 (CRM)
 SF0380'THE MONUMENT IS LOCATED ABOUT 1/2 MILE SOUTHEAST OF BAKER BROOK,
 SF0380'NEW BRUNSWICK, ON THE WEST END OF A SMALL, WOODED ISLAND THAT IS
 SF0380'UNNAMED, 50 FEET EAST OF THE WEST HIGH WATER RIVER BANK, 50 FEET
 SF0380'SOUTH OF THE NORTH HIGH WATER RIVER BANK, AND ON PROPERTY OWNED BY
 SF0380'FRASER CO.
 SF0380'
 SF0380'THE REFERENCE MONUMENT, STAMPED 151A-76 1976, IS A BRONZE,
 SF0380'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0380'POST THAT IS 18 INCHES IN DIAMETER AND PROJECTS 6 INCHES.  IT IS
 SF0380'6.2 FEET EAST-SOUTHEAST OF A STEEL WITNESS POST WITH METAL SIGN
 SF0380'ATTACHED.
 SF0380'
 SF0380'REFERENCE MARK 1, STAMPED 151A-76 1 1976, IS A BRONZE, REFERENCE
 SF0380'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS 12
 SF0380'INCHES IN DIAMETER, PROJECTS 6 INCHES, AND IS 0.07 METER LOWER THAN
 SF0380'THE REFERENCE MONUMENT.  IT IS 32.7 FEET EAST OF THE WITNESS POST.
 SF0380'
 SF0380'REFERENCE MARK 2, STAMPED 151A-76 2 1976, IS A BRONZE, REFERENCE
 SF0380'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0380'12 INCHES IN DIAMETER, PROJECTS 6 INCHES, AND IS 0.04 METER LOWER
 SF0380'THAN THE REFERENCE MONUMENT.  IT IS 20.7 FEET SOUTHWEST OF THE
 SF0380'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1516 ***********************************************************************
 QF1516  DESIGNATION -  REFERENCE MON 152
 QF1516  PID         -  QF1516
 QF1516  STATE/COUNTY-  ME/WASHINGTON
 QF1516  USGS QUAD   -  SIMSQUISH LAKE (1988)
 QF1516
 QF1516                         *CURRENT SURVEY CONTROL
 QF1516  ___________________________________________________________________
 QF1516* NAD 83(1996)-  45 29 27.60335(N)    067 30 01.91138(W)     ADJUSTED  
 QF1516* NAVD 88     -        88.     (meters)     289.     (feet)  SCALED    
 QF1516  ___________________________________________________________________
 QF1516  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 QF1516  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 QF1516
 QF1516  HORZ ORDER  -  THIRD
 QF1516
 QF1516.The horizontal coordinates were established by classical geodetic methods
 QF1516.and adjusted by the National Geodetic Survey in March 1998..
 QF1516
 QF1516.The orthometric height was scaled from a topographic map.
 QF1516
 QF1516.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1516
 QF1516.The geoid height was determined by GEOID03.
 QF1516
 QF1516;                    North         East     Units Scale Factor Converg.
 QF1516;SPC ME E     -   203,192.166   378,121.135   MT  0.99997501   +0 42 46.1
 QF1516;UTM  19      - 5,038,590.226   617,167.172   MT  0.99976879   +1 04 10.0
 QF1516
 QF1516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1516!SPC ME E     -   0.99998994  x   0.99997501  =   0.99996495
 QF1516!UTM  19      -   0.99998994  x   0.99976879  =   0.99975873
 QF1516
 QF1516                          SUPERSEDED SURVEY CONTROL
 QF1516
 QF1516  NAD 83(1992)-  45 29 27.59891(N)    067 30 01.90580(W) AD(       ) 3
 QF1516  NAD 83(1986)-  45 29 27.60228(N)    067 30 01.91400(W) AD(       ) 3
 QF1516  NAD 27      -  45 29 27.40600(N)    067 30 03.93700(W) AD(       ) 3
 QF1516
 QF1516.Superseded values are not recommended for survey control.
 QF1516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1516.See file dsdata.txt to determine how the superseded data were derived.
 QF1516
 QF1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL1716738590(NAD 83)
 QF1516_MARKER: Z = SEE DESCRIPTION
 QF1516_SETTING: 80 = SET IN A BOULDER
 QF1516_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF1516
 QF1516  HISTORY     - Date     Condition        Report By
 QF1516  HISTORY     - 1917     MONUMENTED       IBC
 QF1516
 QF1516                          STATION DESCRIPTION
 QF1516
 QF1516'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (NWS)
 QF1516'ON THE N BANK OF THE ST CROIX RIVER, ABOUT 4 MILES BELOW LITTLE
 QF1516'FALLS, AND ABOUT 60 METERS UPSTREAM FROM THE MOUTH OF SCOTT BROOK.
 QF1516'
 QF1516'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE  REFERENCE
 QF1516'POST SET IN A DRILL HOLE IN A LARGE BOULDER PROJECTING 1.2 METERS
 QF1516'OUT INTO THE RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0381 ***********************************************************************
 SF0381  DESIGNATION -  REFERENCE MON 153
 SF0381  PID         -  SF0381
 SF0381  STATE/COUNTY-  ME/AROOSTOOK
 SF0381  USGS QUAD   -  FORT KENT NORTH (1985)
 SF0381
 SF0381                         *CURRENT SURVEY CONTROL
 SF0381  ___________________________________________________________________
 SF0381* NAD 83(1996)-  47 17 51.58817(N)    068 30 29.83801(W)     ADJUSTED  
 SF0381* NAVD 88     -       150.1    (meters)     492.     (feet)  VERTCON   
 SF0381  ___________________________________________________________________
 SF0381  LAPLACE CORR-           6.31  (seconds)                    DEFLEC99
 SF0381  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 SF0381
 SF0381  HORZ ORDER  -  SECOND
 SF0381
 SF0381.The horizontal coordinates were established by classical geodetic methods
 SF0381.and adjusted by the National Geodetic Survey in March 1998..
 SF0381
 SF0381.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0381.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0381
 SF0381.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0381
 SF0381.The geoid height was determined by GEOID03.
 SF0381
 SF0381;                    North         East     Units Scale Factor Converg.
 SF0381;SPC ME E     -   403,512.999   299,373.195   MT  0.99990000   -0 00 21.9
 SF0381;UTM  19      - 5,238,360.453   537,174.505   MT  0.99961698   +0 21 40.9
 SF0381
 SF0381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0381!SPC ME E     -   0.99998028  x   0.99990000  =   0.99988028
 SF0381!UTM  19      -   0.99998028  x   0.99961698  =   0.99959727
 SF0381
 SF0381|---------------------------------------------------------------------|
 SF0381| PID    Reference Object                     Distance      Geod. Az  |
 SF0381|                                                           dddmmss.s |
 SF0381| DA4723 REFERENCE MON 153 RM 1                9.700 METERS 09249     |
 SF0381| SF0380 REFERENCE MON 151A                  221.623 METERS 09434     |
 SF0381| SF0044 REFERENCE MON S 77                  377.313 METERS 17935     |
 SF0381| DA4724 REFERENCE MON 153 RM 2                8.752 METERS 18217     |
 SF0381|---------------------------------------------------------------------|
 SF0381
 SF0381                          SUPERSEDED SURVEY CONTROL
 SF0381
 SF0381  NAD 83(1992)-  47 17 51.58311(N)    068 30 29.83466(W) AD(       ) 2
 SF0381  NAD 83(1986)-  47 17 51.58991(N)    068 30 29.82872(W) AD(       ) 2
 SF0381  NAD 27      -  47 17 51.44666(N)    068 30 31.66568(W) AD(       ) 2
 SF0381  NGVD 29 (07/19/86)  150.2    (m)          493.     (f) VERT ANG       
 SF0381
 SF0381.Superseded values are not recommended for survey control.
 SF0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0381.See file dsdata.txt to determine how the superseded data were derived.
 SF0381
 SF0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN3717538360(NAD 83)
 SF0381
 SF0381  HISTORY     - Date     Condition        Report By
 SF0381  HISTORY     - 1917     MONUMENTED       IBC
 SF0381  HISTORY     - 1976     SEE DESCRIPTION  NGS
 SF0381
 SF0381                          STATION DESCRIPTION
 SF0381
 SF0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CRM)
 SF0381'THE MONUMENT WAS RECOVERED IN GOOD CONDITION.  TWO REFERENCE MARKS
 SF0381'WERE ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 SF0381'
 SF0381'THE MONUMENT IS LOCATED ABOUT 1/2 MILE SOUTH OF BAKER BROOK, NEW
 SF0381'BRUNSWICK, ON BAKER ISLAND, 200 FEET WEST OF THE EAST END OF THE
 SF0381'ISLAND, MID-WAY BETWEEN THE NORTH AND SOUTH SIDES OF THE ISLAND,
 SF0381'ON THE SOUTH SIDE OF AN EAST-WEST DEPRESSION THAT IS ABOUT 20 FEET
 SF0381'DEEP AND 300 FEET LONG, AND ON PROPERTY OWNED BY FRASER CO.
 SF0381'
 SF0381'THE REFERENCE MONUMENT IS A CAST-IRON SPIKE, PYRAMID-SHAPED ON
 SF0381'TOP, THAT PROJECTS 3 FEET ABOVE A 3-FOOT SQUARE, CONCRETE
 SF0381'BASE.  CANADA, NO 153, RENEWED, AND 1917 IS CAST IN THE CONCRETE
 SF0381'BASE.  IT IS 4.7 FEET EAST OF A STEEL WITNESS POST WITH METAL
 SF0381'SIGN ATTACHED.
 SF0381'
 SF0381'REFERENCE MARK 1, STAMPED 153 1 1976, IS A BRONZE, REFERENCE MARK
 SF0381'DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS 12
 SF0381'INCHES IN DIAMETER AND PROJECTS 6 INCHES.  IT IS 36.3 FEET EAST
 SF0381'OF THE WITNESS POST.
 SF0381'
 SF0381'REFERENCE MARK 2, STAMPED 153 2 1976, IS A BRONZE, REFERENCE MARK
 SF0381'DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS 12
 SF0381'INCHES IN DIAMETER AND PROJECTS 6 INCHES.  IT IS 28.2 FEET SOUTH
 SF0381'OF THE WITNESS POST.
 SF0381'
 SF0381'NOTE--THE REFERENCE MARKS WERE LOCATED WITH SUCH CHECKS AND
 SF0381'ACCURACY THAT THEY MAY BE USED IN LIEU OF LOST REFERENCE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0451 ***********************************************************************
 SF0451  DESIGNATION -  REFERENCE MON 154
 SF0451  PID         -  SF0451
 SF0451  STATE/COUNTY-  ME/AROOSTOOK
 SF0451  USGS QUAD   -  WHEELOCK (1985)
 SF0451
 SF0451                         *CURRENT SURVEY CONTROL
 SF0451  ___________________________________________________________________
 SF0451* NAD 83(1996)-  47 14 16.02543(N)    068 39 35.84526(W)     ADJUSTED  
 SF0451* NAVD 88     -       157.6    (meters)     517.     (feet)  VERTCON   
 SF0451  ___________________________________________________________________
 SF0451  LAPLACE CORR-           5.71  (seconds)                    DEFLEC99
 SF0451  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 SF0451
 SF0451  HORZ ORDER  -  SECOND
 SF0451
 SF0451.The horizontal coordinates were established by classical geodetic methods
 SF0451.and adjusted by the National Geodetic Survey in March 1998..
 SF0451
 SF0451.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0451
 SF0451.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0451
 SF0451.The geoid height was determined by GEOID03.
 SF0451
 SF0451;                    North         East     Units Scale Factor Converg.
 SF0451;SPC ME E     -   396,868.983   287,889.601   MT  0.99990180   -0 07 02.8
 SF0451;UTM  19      - 5,231,644.900   525,737.034   MT  0.99960814   +0 14 58.8
 SF0451
 SF0451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0451!SPC ME E     -   0.99997915  x   0.99990180  =   0.99988095
 SF0451!UTM  19      -   0.99997915  x   0.99960814  =   0.99958730
 SF0451
 SF0451|---------------------------------------------------------------------|
 SF0451| PID    Reference Object                     Distance      Geod. Az  |
 SF0451|                                                           dddmmss.s |
 SF0451| DA4725 REFERENCE MON 154 RM 1                7.782 METERS 07057     |
 SF0451| DA4726 REFERENCE MON 154 RM 2               12.419 METERS 34603     |
 SF0451| SF0452 REFERENCE MON C 88                  APPROX. 0.8 KM 3573409.6 |
 SF0451|---------------------------------------------------------------------|
 SF0451
 SF0451                          SUPERSEDED SURVEY CONTROL
 SF0451
 SF0451  NAD 83(1992)-  47 14 16.01928(N)    068 39 35.84144(W) AD(       ) 2
 SF0451  NAD 83(1986)-  47 14 16.02649(N)    068 39 35.83647(W) AD(       ) 2
 SF0451  NAD 27      -  47 14 15.88810(N)    068 39 37.66769(W) AD(       ) 2
 SF0451  NGVD 29 (07/19/86)  157.7    (m)          517.     (f) VERT ANG       
 SF0451
 SF0451.Superseded values are not recommended for survey control.
 SF0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0451.See file dsdata.txt to determine how the superseded data were derived.
 SF0451
 SF0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN2573731645(NAD 83)
 SF0451
 SF0451  HISTORY     - Date     Condition        Report By
 SF0451  HISTORY     - 1917     MONUMENTED       IBC
 SF0451  HISTORY     - 1976     SEE DESCRIPTION  NGS
 SF0451
 SF0451                          STATION DESCRIPTION
 SF0451
 SF0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CRM)
 SF0451'THE MONUMENT WAS RECOVERED IN GOOD CONDITION.  TWO REFERENCE MARKS
 SF0451'WERE ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 SF0451'
 SF0451'THE MONUMENT IS LOCATED ABOUT 3 MILES WEST-SOUTHWEST OF FT. KENT,
 SF0451'MAINE, ON THE SOUTHEAST END OF KENNEDY ISLAND, AND NEAR A LONE,
 SF0451'PROMINENT ELM TREE.  THE PROPERTY IS OWNED BY FRASER CO.
 SF0451'
 SF0451'THE REFERENCE MONUMENT IS A CAST-IRON SPIKE, PYRAMID-SHAPED ON
 SF0451'TOP, THAT PROJECTS 3 FEET ABOVE A 3-FOOT SQUARE, CONCRETE
 SF0451'BASE.  CANADA AND NO 154 IS CAST IN THE CONCRETE BASE.  IT IS 11
 SF0451'FEET EAST OF THE ELM TREE AND 6.1 FEET NORTHWEST OF A STEEL
 SF0451'WITNESS POST WITH METAL SIGN ATTACHED.
 SF0451'
 SF0451'REFERENCE MARK 1, STAMPED 154 1 1976, IS A BRONZE, REFERENCE MARK
 SF0451'DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS 12
 SF0451'INCHES IN DIAMETER AND PROJECTS 5 INCHES.  IT IS 36 FEET EAST OF
 SF0451'THE ELM TREE AND 24.3 FEET EAST-NORTHEAST OF THE WITNESS POST.
 SF0451'
 SF0451'REFERENCE MARK 2, STAMPED 154 2 1976, IS A BRONZE, REFERENCE MARK
 SF0451'DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS 12
 SF0451'INCHES IN DIAMETER AND PROJECTS 6 INCHES.  IT IS 40 FEET NORTH OF
 SF0451'THE ELM TREE AND 46.4 FEET NORTH-NORTHWEST OF THE WITNESS POST.
 SF0451'
 SF0451'NOTE--THE REFERENCE MARKS WERE LOCATED WITH SUCH CHECKS AND
 SF0451'ACCURACY THAT THEY MAY BE USED IN LIEU OF LOST REFERENCE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1486 ***********************************************************************
 QF1486  DESIGNATION -  REFERENCE MON 154
 QF1486  PID         -  QF1486
 QF1486  STATE/COUNTY-  ME/WASHINGTON
 QF1486  USGS QUAD   -  LOON BAY (1988)
 QF1486
 QF1486                         *CURRENT SURVEY CONTROL
 QF1486  ___________________________________________________________________
 QF1486* NAD 83(1996)-  45 28 09.95862(N)    067 29 27.49638(W)     ADJUSTED  
 QF1486* NAVD 88     -        82.     (meters)     269.     (feet)  SCALED    
 QF1486  ___________________________________________________________________
 QF1486  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 QF1486  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 QF1486
 QF1486  HORZ ORDER  -  THIRD
 QF1486
 QF1486.The horizontal coordinates were established by classical geodetic methods
 QF1486.and adjusted by the National Geodetic Survey in March 1998..
 QF1486
 QF1486.The orthometric height was scaled from a topographic map.
 QF1486
 QF1486.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1486
 QF1486.The geoid height was determined by GEOID03.
 QF1486
 QF1486;                    North         East     Units Scale Factor Converg.
 QF1486;SPC ME E     -   200,804.662   378,898.447   MT  0.99997651   +0 43 09.7
 QF1486;UTM  19      - 5,036,208.096   617,959.164   MT  0.99977108   +1 04 33.1
 QF1486
 QF1486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1486!SPC ME E     -   0.99999088  x   0.99997651  =   0.99996739
 QF1486!UTM  19      -   0.99999088  x   0.99977108  =   0.99976196
 QF1486
 QF1486                          SUPERSEDED SURVEY CONTROL
 QF1486
 QF1486  NAD 83(1992)-  45 28 09.95452(N)    067 29 27.49287(W) AD(       ) 3
 QF1486  NAD 83(1986)-  45 28 09.95789(N)    067 29 27.50154(W) AD(       ) 3
 QF1486  NAD 27      -  45 28 09.70300(N)    067 29 29.49100(W) AD(       ) 3
 QF1486
 QF1486.Superseded values are not recommended for survey control.
 QF1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1486.See file dsdata.txt to determine how the superseded data were derived.
 QF1486
 QF1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL1795936208(NAD 83)
 QF1486_MARKER: Z = SEE DESCRIPTION
 QF1486_SETTING: 80 = SET IN A BOULDER
 QF1486_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF1486
 QF1486  HISTORY     - Date     Condition        Report By
 QF1486  HISTORY     - 1917     MONUMENTED       IBC
 QF1486
 QF1486                          STATION DESCRIPTION
 QF1486
 QF1486'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (NWS)
 QF1486'ON THE W BANK OF THE ST CROIX RIVER, ABOUT 60 METERS ABOVE THE HEAD
 QF1486'OF ROCKY RIPS.
 QF1486'
 QF1486'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE POST
 QF1486'SET IN A DRILL HOLE IN A ROCK ON THE BANK OF THE RIVER, 8 FEET
 QF1486'INSIDE THE LINE OF BUSHES ALONG THE BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1509 ***********************************************************************
 QF1509  DESIGNATION -  REFERENCE MON 154A
 QF1509  PID         -  QF1509
 QF1509  STATE/COUNTY-  ME/WASHINGTON
 QF1509  USGS QUAD   -  LOON BAY (1988)
 QF1509
 QF1509                         *CURRENT SURVEY CONTROL
 QF1509  ___________________________________________________________________
 QF1509* NAD 83(1996)-  45 28 04.91650(N)    067 29 18.23199(W)     ADJUSTED  
 QF1509* NAVD 88     -        82.     (meters)     269.     (feet)  SCALED    
 QF1509  ___________________________________________________________________
 QF1509  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 QF1509  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 QF1509
 QF1509  HORZ ORDER  -  THIRD
 QF1509
 QF1509.The horizontal coordinates were established by classical geodetic methods
 QF1509.and adjusted by the National Geodetic Survey in March 1998..
 QF1509
 QF1509.The orthometric height was scaled from a topographic map.
 QF1509
 QF1509.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1509
 QF1509.The geoid height was determined by GEOID03.
 QF1509
 QF1509;                    North         East     Units Scale Factor Converg.
 QF1509;SPC ME E     -   200,651.545   379,101.629   MT  0.99997691   +0 43 16.2
 QF1509;UTM  19      - 5,036,056.277   618,163.254   MT  0.99977167   +1 04 39.7
 QF1509
 QF1509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1509!SPC ME E     -   0.99999088  x   0.99997691  =   0.99996779
 QF1509!UTM  19      -   0.99999088  x   0.99977167  =   0.99976255
 QF1509
 QF1509                          SUPERSEDED SURVEY CONTROL
 QF1509
 QF1509  NAD 83(1992)-  45 28 04.91241(N)    067 29 18.22873(W) AD(       ) 3
 QF1509  NAD 83(1986)-  45 28 04.91578(N)    067 29 18.23743(W) AD(       ) 3
 QF1509  NAD 27      -  45 28 04.65700(N)    067 29 20.21800(W) AD(       ) 3
 QF1509
 QF1509.Superseded values are not recommended for survey control.
 QF1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1509.See file dsdata.txt to determine how the superseded data were derived.
 QF1509
 QF1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL1816336056(NAD 83)
 QF1509_MARKER: DH = HORIZONTAL CONTROL DISK
 QF1509_SETTING: 80 = SET IN A BOULDER
 QF1509_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF1509
 QF1509  HISTORY     - Date     Condition        Report By
 QF1509  HISTORY     - 1911     MONUMENTED       IBC
 QF1509
 QF1509                          STATION DESCRIPTION
 QF1509
 QF1509'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JEM)
 QF1509'ON THE W BANK OF THE ST CROIX RIVER, 12 METERS N OF THE SHORE END OF
 QF1509'THE WINGDAM NEAR THE HEAD OF ROCKY RIPS.  IT IS 255 METERS DOWNSTREAM
 QF1509'FROM REFERENCE MONUMENT 154.
 QF1509'
 QF1509'STATION MARK IS A C AND GS BRONZE STATION DISK SET IN A DRILL HOLE IN
 QF1509'A LARGE BOULDER.  THE ROCKY RIPS BENCH MARK OF THE INTERNATIONAL
 QF1509'BOUNDARY COMMISSION IS IN THE SAME ROCK 0.235 METER W OF THE
 QF1509'STATION.  THIS BENCH MARK IS STAMPED---U.S. AND C.B. SURVEY
 QF1509'BM 270---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0453 ***********************************************************************
 SF0453  DESIGNATION -  REFERENCE MON 155
 SF0453  PID         -  SF0453
 SF0453  STATE/COUNTY-  ME/AROOSTOOK
 SF0453  USGS QUAD   -  WHEELOCK (1985)
 SF0453
 SF0453                         *CURRENT SURVEY CONTROL
 SF0453  ___________________________________________________________________
 SF0453* NAD 83(1996)-  47 14 22.96039(N)    068 39 57.64998(W)     ADJUSTED  
 SF0453* NAVD 88     -       158.4    (meters)     520.     (feet)  VERTCON   
 SF0453  ___________________________________________________________________
 SF0453  LAPLACE CORR-           5.83  (seconds)                    DEFLEC99
 SF0453  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 SF0453
 SF0453  HORZ ORDER  -  SECOND
 SF0453
 SF0453.The horizontal coordinates were established by classical geodetic methods
 SF0453.and adjusted by the National Geodetic Survey in March 1998..
 SF0453
 SF0453.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0453
 SF0453.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0453
 SF0453.The geoid height was determined by GEOID03.
 SF0453
 SF0453;                    North         East     Units Scale Factor Converg.
 SF0453;SPC ME E     -   397,084.085   287,431.489   MT  0.99990194   -0 07 18.8
 SF0453;UTM  19      - 5,231,857.000   525,277.689   MT  0.99960785   +0 14 42.8
 SF0453
 SF0453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0453!SPC ME E     -   0.99997903  x   0.99990194  =   0.99988097
 SF0453!UTM  19      -   0.99997903  x   0.99960785  =   0.99958688
 SF0453
 SF0453|---------------------------------------------------------------------|
 SF0453| PID    Reference Object                     Distance      Geod. Az  |
 SF0453|                                                           dddmmss.s |
 SF0453| DA4727 REFERENCE MON 155 RM 1               12.892 METERS 03236     |
 SF0453| DA4728 REFERENCE MON 155 RM 2                7.289 METERS 17759     |
 SF0453| SF0454 REFERENCE MON C 89                  468.022 METERS 3322801.0 |
 SF0453|---------------------------------------------------------------------|
 SF0453
 SF0453                          SUPERSEDED SURVEY CONTROL
 SF0453
 SF0453  NAD 83(1992)-  47 14 22.95418(N)    068 39 57.64621(W) AD(       ) 2
 SF0453  NAD 83(1986)-  47 14 22.96142(N)    068 39 57.64126(W) AD(       ) 2
 SF0453  NAD 27      -  47 14 22.82320(N)    068 39 59.47199(W) AD(       ) 2
 SF0453  NGVD 29 (07/19/86)  158.5    (m)          520.     (f) VERT ANG       
 SF0453
 SF0453.Superseded values are not recommended for survey control.
 SF0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0453.See file dsdata.txt to determine how the superseded data were derived.
 SF0453
 SF0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN2527831857(NAD 83)
 SF0453
 SF0453  HISTORY     - Date     Condition        Report By
 SF0453  HISTORY     - 1917     MONUMENTED       IBC
 SF0453  HISTORY     - 1976     SEE DESCRIPTION  NGS
 SF0453
 SF0453                          STATION DESCRIPTION
 SF0453
 SF0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CRM)
 SF0453'THE MONUMENT WAS RECOVERED IN GOOD CONDITION.  TWO REFERENCE MARKS
 SF0453'WERE ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 SF0453'
 SF0453'THE MONUMENT IS LOCATED ABOUT 3-1/4 MILES WEST-SOUTHWEST OF
 SF0453'FT. KENT, MAINE, ON THE NORTHWEST END OF KENNEDY ISLAND, AND ON
 SF0453'PROPERTY OWNED BY FRASER CO.
 SF0453'
 SF0453'THE REFERENCE MONUMENT IS A CAST-IRON SPIKE, PYRAMID-SHAPED ON
 SF0453'TOP, THAT PROJECTS 3 FEET ABOVE A 3-FOOT SQUARE, CONCRETE
 SF0453'BASE.  CANADA, NO 155, RENEWED AND 1917 IS CAST IN THE CONCRETE
 SF0453'BASE.  IT IS 8.9 FEET EAST OF A LARGE, PROMINENT BIRCH TREE THAT
 SF0453'HAS A WITNESS POST SIGN NAILED TO ITS EAST SIDE.
 SF0453'
 SF0453'REFERENCE MARK 1, STAMPED 155 1 1976, IS A BRONZE, REFERENCE MARK
 SF0453'DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS 12
 SF0453'INCHES IN DIAMETER AND PROJECTS 4 INCHES.  IT IS 45.3 FEET
 SF0453'NORTHEAST OF THE BIRCH TREE WITH THE WITNESS POST SIGN.
 SF0453'
 SF0453'REFERENCE MARK 2, STAMPED 155 2 1976, IS A BRONZE, REFERENCE MARK
 SF0453'DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS 12
 SF0453'INCHES IN DIAMETER AND PROJECTS 4 INCHES.  IT IS 27.9 FEET
 SF0453'SOUTHEAST OF THE BIRCH TREE WITH THE WITNESS POST SIGN.
 SF0453'
 SF0453'NOTE--THE REFERENCE MARKS WERE LOCATED WITH SUCH CHECKS AND
 SF0453'ACCURACY THAT THEY MAY BE USED IN LIEU OF LOST REFERENCE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1462 ***********************************************************************
 QF1462  DESIGNATION -  REFERENCE MON 156
 QF1462  PID         -  QF1462
 QF1462  STATE/COUNTY-  ME/WASHINGTON
 QF1462  USGS QUAD   -  LOON BAY (1988)
 QF1462
 QF1462                         *CURRENT SURVEY CONTROL
 QF1462  ___________________________________________________________________
 QF1462* NAD 83(1996)-  45 27 12.10352(N)    067 29 08.16155(W)     ADJUSTED  
 QF1462* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 QF1462  ___________________________________________________________________
 QF1462  LAPLACE CORR-           2.22  (seconds)                    DEFLEC99
 QF1462  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 QF1462
 QF1462  HORZ ORDER  -  THIRD
 QF1462
 QF1462.The horizontal coordinates were established by classical geodetic methods
 QF1462.and adjusted by the National Geodetic Survey in March 1998..
 QF1462
 QF1462.The orthometric height was scaled from a topographic map.
 QF1462
 QF1462.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1462
 QF1462.The geoid height was determined by GEOID03.
 QF1462
 QF1462;                    North         East     Units Scale Factor Converg.
 QF1462;SPC ME E     -   199,024.003   379,340.941   MT  0.99997737   +0 43 22.7
 QF1462;UTM  19      - 5,034,430.589   618,412.635   MT  0.99977239   +1 04 45.9
 QF1462
 QF1462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1462!SPC ME E     -   0.99999182  x   0.99997737  =   0.99996919
 QF1462!UTM  19      -   0.99999182  x   0.99977239  =   0.99976421
 QF1462
 QF1462                          SUPERSEDED SURVEY CONTROL
 QF1462
 QF1462  NAD 83(1992)-  45 27 12.09937(N)    067 29 08.15927(W) AD(       ) 3
 QF1462  NAD 83(1986)-  45 27 12.10275(N)    067 29 08.16803(W) AD(       ) 3
 QF1462  NAD 27      -  45 27 11.84900(N)    067 29 10.15800(W) AD(       ) 3
 QF1462
 QF1462.Superseded values are not recommended for survey control.
 QF1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1462.See file dsdata.txt to determine how the superseded data were derived.
 QF1462
 QF1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL1841334431(NAD 83)
 QF1462_MARKER: Z = SEE DESCRIPTION
 QF1462_SETTING: 80 = SET IN A BOULDER
 QF1462_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF1462
 QF1462  HISTORY     - Date     Condition        Report By
 QF1462  HISTORY     - 1917     MONUMENTED       IBC
 QF1462
 QF1462                          STATION DESCRIPTION
 QF1462
 QF1462'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (NWS)
 QF1462'ON THE W BANK OF THE ST CROIX RIVER, ABOUT 550 METERS BELOW THE
 QF1462'MOUTH OF ROLF BROOK, ABOUT THE MIDDLE OF SPLIT ROCK RIPS, AND 27
 QF1462'METERS ABOVE THE INSHORE END OF A WING DAM.
 QF1462'
 QF1462'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE POST
 QF1462'SET IN A DRILL HOLE IN A ROCK ON THE SHORELINE OF THE RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1441 ***********************************************************************
 QF1441  DESIGNATION -  REFERENCE MON 158
 QF1441  PID         -  QF1441
 QF1441  STATE/COUNTY-  ME/WASHINGTON
 QF1441  USGS QUAD   -  LOON BAY (1988)
 QF1441
 QF1441                         *CURRENT SURVEY CONTROL
 QF1441  ___________________________________________________________________
 QF1441* NAD 83(1996)-  45 26 21.96040(N)    067 28 49.17138(W)     ADJUSTED  
 QF1441* NAVD 88     -        85.     (meters)     279.     (feet)  SCALED    
 QF1441  ___________________________________________________________________
 QF1441  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 QF1441  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 QF1441
 QF1441  HORZ ORDER  -  THIRD
 QF1441
 QF1441.The horizontal coordinates were established by classical geodetic methods
 QF1441.and adjusted by the National Geodetic Survey in March 1998..
 QF1441
 QF1441.The orthometric height was scaled from a topographic map.
 QF1441
 QF1441.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1441
 QF1441.The geoid height was determined by GEOID03.
 QF1441
 QF1441;                    North         East     Units Scale Factor Converg.
 QF1441;SPC ME E     -   197,481.345   379,773.158   MT  0.99997822   +0 43 35.6
 QF1441;UTM  19      - 5,032,890.965   618,854.350   MT  0.99977368   +1 04 58.5
 QF1441
 QF1441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1441!SPC ME E     -   0.99999041  x   0.99997822  =   0.99996863
 QF1441!UTM  19      -   0.99999041  x   0.99977368  =   0.99976409
 QF1441
 QF1441|---------------------------------------------------------------------|
 QF1441| PID    Reference Object                     Distance      Geod. Az  |
 QF1441|                                                           dddmmss.s |
 QF1441| QF1506 REFERENCE MON 157                    51.421 METERS 08959     |
 QF1441| QF1430 MEETINGHOUSE ROCK TABLET            123.445 METERS 12149     |
 QF1441|---------------------------------------------------------------------|
 QF1441
 QF1441                          SUPERSEDED SURVEY CONTROL
 QF1441
 QF1441  NAD 83(1992)-  45 26 21.95616(N)    067 28 49.16888(W) AD(       ) 3
 QF1441  NAD 83(1986)-  45 26 21.95958(N)    067 28 49.17753(W) AD(       ) 3
 QF1441  NAD 27      -  45 26 21.70000(N)    067 28 51.16200(W) AD(       ) 3
 QF1441
 QF1441.Superseded values are not recommended for survey control.
 QF1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1441.See file dsdata.txt to determine how the superseded data were derived.
 QF1441
 QF1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL1885432891(NAD 83)
 QF1441_MARKER: Z = SEE DESCRIPTION
 QF1441_SETTING: 80 = SET IN A BOULDER
 QF1441_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF1441
 QF1441  HISTORY     - Date     Condition        Report By
 QF1441  HISTORY     - 1917     MONUMENTED       IBC
 QF1441
 QF1441                          STATION DESCRIPTION
 QF1441
 QF1441'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (NWS)
 QF1441'ON THE W SIDE OF THE ST CROIX RIVER, NEAR THE MIDDLE OF MEETINGHOUSE
 QF1441'RIPS, ABOUT 50 METERS UPSTREAM FROM MEETINGHOUSE ROCK, AND AT THE
 QF1441'MOUTH OF LITTLE SIMSQUISH BROOK.
 QF1441'
 QF1441'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE POST
 QF1441'SET IN A DRILL HOLE IN A ROCK ON THE SHORELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0471 ***********************************************************************
 SF0471  DESIGNATION -  REFERENCE MON 159B
 SF0471  PID         -  SF0471
 SF0471  STATE/COUNTY-  ME/AROOSTOOK
 SF0471  USGS QUAD   -  WHEELOCK (1985)
 SF0471
 SF0471                         *CURRENT SURVEY CONTROL
 SF0471  ___________________________________________________________________
 SF0471* NAD 83(1996)-  47 14 16.23775(N)    068 43 29.31066(W)     ADJUSTED  
 SF0471* NAVD 88     -       157.3    (meters)     516.     (feet)  VERTCON   
 SF0471  ___________________________________________________________________
 SF0471  LAPLACE CORR-           6.95  (seconds)                    DEFLEC99
 SF0471  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 SF0471
 SF0471  HORZ ORDER  -  SECOND
 SF0471
 SF0471.The horizontal coordinates were established by classical geodetic methods
 SF0471.and adjusted by the National Geodetic Survey in March 1998..
 SF0471
 SF0471.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0471
 SF0471.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0471
 SF0471.The geoid height was determined by GEOID03.
 SF0471
 SF0471;                    North         East     Units Scale Factor Converg.
 SF0471;SPC ME E     -   396,887.643   282,979.693   MT  0.99990356   -0 09 54.2
 SF0471;UTM  19      - 5,231,632.106   520,828.561   MT  0.99960533   +0 12 07.3
 SF0471
 SF0471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0471!SPC ME E     -   0.99997922  x   0.99990356  =   0.99988278
 SF0471!UTM  19      -   0.99997922  x   0.99960533  =   0.99958456
 SF0471
 SF0471:                Primary Azimuth Mark                     Grid Az
 SF0471:SPC ME E     -  LEDGES CATH CH SPIRE                     069 31 30.7
 SF0471:UTM  19      -  LEDGES CATH CH SPIRE                     069 09 29.2
 SF0471
 SF0471|---------------------------------------------------------------------|
 SF0471| PID    Reference Object                     Distance      Geod. Az  |
 SF0471|                                                           dddmmss.s |
 SF0471| SF0457 LEDGES CATH CH SPIRE                APPROX. 1.8 KM 0692136.5 |
 SF0471| DA5579 REFERENCE MON 159B RM 1               6.488 METERS 07527     |
 SF0471| DA5580 REFERENCE MON 159B RM 2               4.253 METERS 13533     |
 SF0471| SF0473 REFERENCE MON 159 77                282.228 METERS 31514     |
 SF0471|---------------------------------------------------------------------|
 SF0471
 SF0471                          SUPERSEDED SURVEY CONTROL
 SF0471
 SF0471  NAD 83(1992)-  47 14 16.23109(N)    068 43 29.30694(W) AD(       ) 2
 SF0471  NAD 83(1986)-  47 14 16.23867(N)    068 43 29.30213(W) AD(       ) 2
 SF0471  NAD 27      -  47 14 16.10226(N)    068 43 31.12686(W) AD(       ) 2
 SF0471  NGVD 29 (07/19/86)  157.4    (m)          516.     (f) VERT ANG       
 SF0471
 SF0471.Superseded values are not recommended for survey control.
 SF0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0471.See file dsdata.txt to determine how the superseded data were derived.
 SF0471
 SF0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN2082931632(NAD 83)
 SF0471
 SF0471  HISTORY     - Date     Condition        Report By
 SF0471  HISTORY     - 1917     MONUMENTED       IBC
 SF0471  HISTORY     - 1977     GOOD             IBC
 SF0471
 SF0471                          STATION DESCRIPTION
 SF0471
 SF0471'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1977 (CRM)
 SF0471'THE MONUMENT WAS RECOVERED IN GOOD CONDITION.  TWO REFERENCE MARKS
 SF0471'WERE ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 SF0471'
 SF0471'THE MONUMENT IS LOCATED ABOUT 1-1/4 MILES WEST-SOUTHWEST OF ST.
 SF0471'FRANCOIS DE MADAWASKA (LEDGES), NEW BRUNSWICK AND ON THE EAST END OF A
 SF0471'SMALL, ROCK ISLAND THAT IS THE MOST SOUTHERLY OF THREE SMALL, ROCK
 SF0471'ISLANDS THAT GENERALLY LIE NORTH AND SOUTH OF EACH OTHER.
 SF0471'
 SF0471'THE REFERENCE MONUMENT IS A 2-INCH SQUARE, BRONZE POST THAT IS 8
 SF0471'INCHES HIGH AND PYRAMID-SHAPED ON TOP.  NO. 159B 1917 IS DRILLED IN
 SF0471'THE WEST SIDE OF THE POST AND U.S., REF MARK, AND INT BDRY ARE
 SF0471'CAST ON THE OTHER SIDES OF THE POST.  IT IS CEMENTED IN A DEPRESSION.
 SF0471'IT IS 2.5 METERS EAST-NORTHEAST OF AND ABOUT 1/2 METER LOWER THAN THE
 SF0471'HIGHEST POINT OF THE ISLAND.
 SF0471'
 SF0471'REFERENCE MARK 1, STAMPED ---159B US 1 1977--- IS A BRONZE, REFERENCE
 SF0471'MARK DISK CEMENTED IN A DRILL HOLE IN BEDROCK AND IT IS 0.36 METER
 SF0471'HIGHER IN ELEVATION THAN THE REFERENCE MONUMENT.
 SF0471'
 SF0471'REFERENCE MARK 2, STAMPED ---159B US 2 1977--- IS A BRONZE, REFERENCE
 SF0471'MARK DISK CEMENTED IN A DRILL HOLE IN BEDROCK AND IT IS 0.54 METER
 SF0471'HIGHER IN ELEVATION THAN THE REFERENCE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1412 ***********************************************************************
 QF1412  DESIGNATION -  REFERENCE MON 160
 QF1412  PID         -  QF1412
 QF1412  STATE/COUNTY-  ME/WASHINGTON
 QF1412  USGS QUAD   -  LOON BAY (1988)
 QF1412
 QF1412                         *CURRENT SURVEY CONTROL
 QF1412  ___________________________________________________________________
 QF1412* NAD 83(1996)-  45 25 33.88807(N)    067 28 28.61567(W)     ADJUSTED  
 QF1412* NAVD 88     -        70.     (meters)     230.     (feet)  SCALED    
 QF1412  ___________________________________________________________________
 QF1412  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 QF1412  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 QF1412
 QF1412  HORZ ORDER  -  THIRD
 QF1412
 QF1412.The horizontal coordinates were established by classical geodetic methods
 QF1412.and adjusted by the National Geodetic Survey in March 1998..
 QF1412
 QF1412.The orthometric height was scaled from a topographic map.
 QF1412
 QF1412.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1412
 QF1412.The geoid height was determined by GEOID03.
 QF1412
 QF1412;                    North         East     Units Scale Factor Converg.
 QF1412;SPC ME E     -   196,003.075   380,238.789   MT  0.99997913   +0 43 49.7
 QF1412;UTM  19      - 5,031,415.920   619,329.067   MT  0.99977507   +1 05 12.2
 QF1412
 QF1412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1412!SPC ME E     -   0.99999276  x   0.99997913  =   0.99997189
 QF1412!UTM  19      -   0.99999276  x   0.99977507  =   0.99976783
 QF1412
 QF1412                          SUPERSEDED SURVEY CONTROL
 QF1412
 QF1412  NAD 83(1992)-  45 25 33.88417(N)    067 28 28.61328(W) AD(       ) 3
 QF1412  NAD 83(1986)-  45 25 33.88761(N)    067 28 28.62173(W) AD(       ) 3
 QF1412  NAD 27      -  45 25 33.62800(N)    067 28 30.61200(W) AD(       ) 3
 QF1412
 QF1412.Superseded values are not recommended for survey control.
 QF1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1412.See file dsdata.txt to determine how the superseded data were derived.
 QF1412
 QF1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL1932931416(NAD 83)
 QF1412_MARKER: Z = SEE DESCRIPTION
 QF1412_SETTING: 80 = SET IN A BOULDER
 QF1412_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF1412
 QF1412  HISTORY     - Date     Condition        Report By
 QF1412  HISTORY     - 1917     MONUMENTED       IBC
 QF1412
 QF1412                          STATION DESCRIPTION
 QF1412
 QF1412'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (NWS)
 QF1412'ON THE W BANK OF THE ST CROIX RIVER, ABOUT 1 MILE BELOW MEETINGHOUSE
 QF1412'ROCK, ON THE NARROW PLACE IN THE RIVER BETWEEN THE UPPER AND MIDDLE
 QF1412'GROUPS OF GRASSY ISLANDS, AND ABOUT 50 METERS DOWNSTREAM FROM THE OLD
 QF1412'ELISHA KEENE FARMHOUSE.
 QF1412'
 QF1412'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE POST
 QF1412'SET IN A DRILL HOLE IN A ROCK ON THE RIVERBANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1374 ***********************************************************************
 QF1374  DESIGNATION -  REFERENCE MON 162
 QF1374  PID         -  QF1374
 QF1374  STATE/COUNTY-  ME/WASHINGTON
 QF1374  USGS QUAD   -  LOON BAY (1988)
 QF1374
 QF1374                         *CURRENT SURVEY CONTROL
 QF1374  ___________________________________________________________________
 QF1374* NAD 83(1996)-  45 24 53.61566(N)    067 27 30.59496(W)     ADJUSTED  
 QF1374* NAVD 88     -        70.     (meters)     230.     (feet)  SCALED    
 QF1374  ___________________________________________________________________
 QF1374  LAPLACE CORR-           2.21  (seconds)                    DEFLEC99
 QF1374  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 QF1374
 QF1374  HORZ ORDER  -  THIRD
 QF1374
 QF1374.The horizontal coordinates were established by classical geodetic methods
 QF1374.and adjusted by the National Geodetic Survey in March 1998..
 QF1374
 QF1374.The orthometric height was scaled from a topographic map.
 QF1374
 QF1374.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1374
 QF1374.The geoid height was determined by GEOID03.
 QF1374
 QF1374;                    North         East     Units Scale Factor Converg.
 QF1374;SPC ME E     -   194,776.109   381,516.068   MT  0.99998167   +0 44 30.5
 QF1374;UTM  19      - 5,030,197.167   620,613.689   MT  0.99977886   +1 05 52.8
 QF1374
 QF1374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1374!SPC ME E     -   0.99999276  x   0.99998167  =   0.99997443
 QF1374!UTM  19      -   0.99999276  x   0.99977886  =   0.99977162
 QF1374
 QF1374                          SUPERSEDED SURVEY CONTROL
 QF1374
 QF1374  NAD 83(1992)-  45 24 53.61175(N)    067 27 30.59268(W) AD(       ) 3
 QF1374  NAD 83(1986)-  45 24 53.61530(N)    067 27 30.60092(W) AD(       ) 3
 QF1374  NAD 27      -  45 24 53.33900(N)    067 27 32.56900(W) AD(       ) 3
 QF1374
 QF1374.Superseded values are not recommended for survey control.
 QF1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1374.See file dsdata.txt to determine how the superseded data were derived.
 QF1374
 QF1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2061430197(NAD 83)
 QF1374_MARKER: Z = SEE DESCRIPTION
 QF1374_SETTING: 80 = SET IN A BOULDER
 QF1374_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF1374
 QF1374  HISTORY     - Date     Condition        Report By
 QF1374  HISTORY     - 1917     MONUMENTED       IBC
 QF1374
 QF1374                          STATION DESCRIPTION
 QF1374
 QF1374'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (NWS)
 QF1374'ON THE W BANK OF THE ST CROIX RIVER, 1/4 MILE BELOW THE LOWER END OF
 QF1374'GRASSY ISLANDS, NEAR THE HEAD OF HAYCOCK RIPS.  HAYCOCK BROOK FLOWS
 QF1374'INTO THE RIVER ABOUT 50 METERS DOWNSTREAM FROM THE STATION AND A
 QF1374'WING DAM IS BUILT OUT FROM THE OPPOSITE SHORE.
 QF1374'
 QF1374'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE
 QF1374'POST SET IN A DRILL HOLE IN A LARGE ROCK ON THE SHORELINE.  THIS
 QF1374'MONUMENT REPAIRED IN 1939.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0476 ***********************************************************************
 SF0476  DESIGNATION -  REFERENCE MON 162 77
 SF0476  PID         -  SF0476
 SF0476  STATE/COUNTY-  ME/AROOSTOOK
 SF0476  USGS QUAD   -  WHEELOCK (1985)
 SF0476
 SF0476                         *CURRENT SURVEY CONTROL
 SF0476  ___________________________________________________________________
 SF0476* NAD 83(1996)-  47 13 56.04434(N)    068 44 17.65505(W)     ADJUSTED  
 SF0476* NAVD 88     -       161.2    (meters)     529.     (feet)  VERTCON   
 SF0476  ___________________________________________________________________
 SF0476  LAPLACE CORR-           7.06  (seconds)                    DEFLEC99
 SF0476  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 SF0476
 SF0476  HORZ ORDER  -  SECOND
 SF0476
 SF0476.The horizontal coordinates were established by classical geodetic methods
 SF0476.and adjusted by the National Geodetic Survey in March 1998..
 SF0476
 SF0476.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0476
 SF0476.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0476
 SF0476.The geoid height was determined by GEOID03.
 SF0476
 SF0476;                    North         East     Units Scale Factor Converg.
 SF0476;SPC ME E     -   396,267.107   281,961.077   MT  0.99990400   -0 10 29.6
 SF0476;UTM  19      - 5,231,005.245   519,814.244   MT  0.99960482   +0 11 31.8
 SF0476
 SF0476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0476!SPC ME E     -   0.99997861  x   0.99990400  =   0.99988261
 SF0476!UTM  19      -   0.99997861  x   0.99960482  =   0.99958344
 SF0476
 SF0476|---------------------------------------------------------------------|
 SF0476| PID    Reference Object                     Distance      Geod. Az  |
 SF0476|                                                           dddmmss.s |
 SF0476| DA5585 REFERENCE MON 162 77 RM 1             7.942 METERS 14145     |
 SF0476| SF0477 REFERENCE MON 163 77                477.208 METERS 2104743.9 |
 SF0476| DA5586 REFERENCE MON 162 77 RM 2             8.375 METERS 23840     |
 SF0476| SF0478 REFERENCE MON 161 77                283.368 METERS 29121     |
 SF0476|---------------------------------------------------------------------|
 SF0476
 SF0476                          SUPERSEDED SURVEY CONTROL
 SF0476
 SF0476  NAD 83(1992)-  47 13 56.03756(N)    068 44 17.65127(W) AD(       ) 2
 SF0476  NAD 83(1986)-  47 13 56.04521(N)    068 44 17.64657(W) AD(       ) 2
 SF0476  NAD 27      -  47 13 55.90901(N)    068 44 19.47082(W) AD(       ) 2
 SF0476  NGVD 29 (07/19/86)  161.3    (m)          529.     (f) VERT ANG       
 SF0476
 SF0476.Superseded values are not recommended for survey control.
 SF0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0476.See file dsdata.txt to determine how the superseded data were derived.
 SF0476
 SF0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN1981431005(NAD 83)
 SF0476_MARKER: DH = HORIZONTAL CONTROL DISK
 SF0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF0476_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF0476
 SF0476  HISTORY     - Date     Condition        Report By
 SF0476  HISTORY     - 1977     MONUMENTED       IBC
 SF0476
 SF0476                          STATION DESCRIPTION
 SF0476
 SF0476'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1977 (CRM)
 SF0476'THE MONUMENT IS LOCATED ABOUT 3-3/4 MILES NORTHEAST OF ST. JOHN,
 SF0476'MAINE, ON THE NORTHEAST PART OF SAVAGE ISLAND, AND ABOUT 150 FEET EAST
 SF0476'OF THE EAST END OF A GROVE OF ASPEN TREES THAT ARE THE ONLY PROMINENT
 SF0476'TREES ON THE NORTHWEST SIDE OF THE ISLAND.
 SF0476'
 SF0476'THE REFERENCE MONUMENT, STAMPED ---162-77 US 1977--- IS A BRONZE,
 SF0476'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST
 SF0476'THAT IS 18 INCHES IN DIAMETER AND PROJECTS 10 INCHES.  IT IS 7 METERS
 SF0476'SOUTHEAST OF THE NORTHWEST BANK OF THE ISLAND AND 2.29 METERS
 SF0476'NORTH-NORTHWEST OF A STEEL WITNESS POST WITH METAL SIGN ATTACHED.
 SF0476'
 SF0476'REFERENCE MARK 1, STAMPED ---162-77 US 1 1977--- IS A BRONZE,
 SF0476'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST
 SF0476'THAT IS 1 FOOT IN DIAMETER AND PROJECTS 1 FOOT.  IT IS 5.84 METERS
 SF0476'SOUTHEAST OF THE WITNESS POST.
 SF0476'
 SF0476'REFERENCE MARK 2, STAMPED ---162-77 US 2 1977--- IS A BRONZE,
 SF0476'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST
 SF0476'THAT IS 1 FOOT IN DIAMETER AND PROJECTS 6 INCHES.  IT IS 8.10 METERS
 SF0476'WEST-SOUTHWEST OF THE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0477 ***********************************************************************
 SF0477  DESIGNATION -  REFERENCE MON 163 77
 SF0477  PID         -  SF0477
 SF0477  STATE/COUNTY-  ME/AROOSTOOK
 SF0477  USGS QUAD   -  WHEELOCK (1985)
 SF0477
 SF0477                         *CURRENT SURVEY CONTROL
 SF0477  ___________________________________________________________________
 SF0477* NAD 83(1996)-  47 13 42.77039(N)    068 44 29.26915(W)     ADJUSTED  
 SF0477* NAVD 88     -       162.8    (meters)     534.     (feet)  VERTCON   
 SF0477  ___________________________________________________________________
 SF0477  LAPLACE CORR-           7.19  (seconds)                    DEFLEC99
 SF0477  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 SF0477
 SF0477  HORZ ORDER  -  SECOND
 SF0477
 SF0477.The horizontal coordinates were established by classical geodetic methods
 SF0477.and adjusted by the National Geodetic Survey in March 1998..
 SF0477
 SF0477.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0477
 SF0477.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0477
 SF0477.The geoid height was determined by GEOID03.
 SF0477
 SF0477;                    North         East     Units Scale Factor Converg.
 SF0477;SPC ME E     -   395,857.973   281,715.532   MT  0.99990411   -0 10 38.1
 SF0477;UTM  19      - 5,230,594.669   519,571.398   MT  0.99960471   +0 11 23.2
 SF0477
 SF0477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0477!SPC ME E     -   0.99997836  x   0.99990411  =   0.99988247
 SF0477!UTM  19      -   0.99997836  x   0.99960471  =   0.99958308
 SF0477
 SF0477:                Primary Azimuth Mark                     Grid Az
 SF0477:SPC ME E     -  REFERENCE MON 162 77                     030 58 13.5
 SF0477:UTM  19      -  REFERENCE MON 162 77                     030 36 12.2
 SF0477
 SF0477|---------------------------------------------------------------------|
 SF0477| PID    Reference Object                     Distance      Geod. Az  |
 SF0477|                                                           dddmmss.s |
 SF0477| SF0476 REFERENCE MON 162 77                477.208 METERS 0304735.4 |
 SF0477| DA5587 REFERENCE MON 163 77 RM 1             9.337 METERS 18706     |
 SF0477| SF0479 REFERENCE MON S 100 77              APPROX. 0.6 KM 2083027.4 |
 SF0477| DA5588 REFERENCE MON 163 77 RM 2            10.220 METERS 27042     |
 SF0477| SF0478 REFERENCE MON 161 77                APPROX. 0.5 KM 3574830.9 |
 SF0477|---------------------------------------------------------------------|
 SF0477
 SF0477                          SUPERSEDED SURVEY CONTROL
 SF0477
 SF0477  NAD 83(1992)-  47 13 42.76358(N)    068 44 29.26532(W) AD(       ) 2
 SF0477  NAD 83(1986)-  47 13 42.77126(N)    068 44 29.26067(W) AD(       ) 2
 SF0477  NAD 27      -  47 13 42.63504(N)    068 44 31.08503(W) AD(       ) 2
 SF0477  NGVD 29 (07/19/86)  162.9    (m)          534.     (f) VERT ANG       
 SF0477
 SF0477.Superseded values are not recommended for survey control.
 SF0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0477.See file dsdata.txt to determine how the superseded data were derived.
 SF0477
 SF0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN1957130595(NAD 83)
 SF0477_MARKER: DH = HORIZONTAL CONTROL DISK
 SF0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF0477_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF0477
 SF0477  HISTORY     - Date     Condition        Report By
 SF0477  HISTORY     - 1977     MONUMENTED       IBC
 SF0477
 SF0477                          STATION DESCRIPTION
 SF0477
 SF0477'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1977 (CRM)
 SF0477'THE MONUMENT IS LOCATED ABOUT 3-1/4 MILES NORTHEAST OF ST. JOHN,
 SF0477'MAINE, ON THE HIGHEST POINT OF SAVAGE ISLAND, ABOUT 0.15 MILE
 SF0477'NORTHEAST OF THE SOUTHWEST END OF THE ISLAND, AND 150 YARDS NORTHWEST
 SF0477'OF THE SOUTHEAST SHORE.
 SF0477'
 SF0477'THE REFERENCE MONUMENT, STAMPED ---163-77 US 1977--- IS A BRONZE,
 SF0477'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST
 SF0477'THAT IS 18 INCHES IN DIAMETER AND PROJECTS 1 FOOT.  IT IS 2.03 METERS
 SF0477'SOUTH OF A STEEL WITNESS POST WITH METAL SIGN ATTACHED.  (NOTE- FIELD
 SF0477'NOTES INDICATE A DISCREPANCY IN THE STAMPING ON THIS DISK AND THERE IS
 SF0477'THE POSSIBILITY THAT IT WAS STAMPED ---CANADA--- RATHER THAN
 SF0477'---US--- .)
 SF0477'
 SF0477'REFERENCE MARK 1, STAMPED ---163-77 US 1 1977--- IS A BRONZE,
 SF0477'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST
 SF0477'THAT IS 1 FOOT IN DIAMETER AND PROJECTS 8 INCHES.  IT IS 11.44 METERS
 SF0477'SOUTH OF THE WITNESS POST.
 SF0477'
 SF0477'REFERENCE MARK 2, STAMPED ---163-77 US 2 1977--- IS A BRONZE,
 SF0477'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST
 SF0477'THAT IS 1 FOOT IN DIAMETER AND PROJECTS 8 INCHES.  IT IS 10.64 METERS
 SF0477'WEST-SOUTHWEST OF THE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0500 ***********************************************************************
 SF0500  DESIGNATION -  REFERENCE MON 164
 SF0500  PID         -  SF0500
 SF0500  STATE/COUNTY-  ME/AROOSTOOK
 SF0500  USGS QUAD   -  ST JOHN (1985)
 SF0500
 SF0500                         *CURRENT SURVEY CONTROL
 SF0500  ___________________________________________________________________
 SF0500* NAD 83(1996)-  47 12 54.61467(N)    068 47 58.53622(W)     ADJUSTED  
 SF0500* NAVD 88     -       161.4    (meters)     530.     (feet)  VERTCON   
 SF0500  ___________________________________________________________________
 SF0500  LAPLACE CORR-           6.02  (seconds)                    DEFLEC99
 SF0500  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 SF0500
 SF0500  HORZ ORDER  -  SECOND
 SF0500
 SF0500.The horizontal coordinates were established by classical geodetic methods
 SF0500.and adjusted by the National Geodetic Survey in March 1998..
 SF0500
 SF0500.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0500
 SF0500.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0500
 SF0500.The geoid height was determined by GEOID03.
 SF0500
 SF0500;                    North         East     Units Scale Factor Converg.
 SF0500;SPC ME E     -   394,386.235   277,308.041   MT  0.99990633   -0 13 11.6
 SF0500;UTM  19      - 5,229,095.183   515,174.750   MT  0.99960283   +0 08 49.5
 SF0500
 SF0500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0500!SPC ME E     -   0.99997860  x   0.99990633  =   0.99988493
 SF0500!UTM  19      -   0.99997860  x   0.99960283  =   0.99958144
 SF0500
 SF0500|---------------------------------------------------------------------|
 SF0500| PID    Reference Object                     Distance      Geod. Az  |
 SF0500|                                                           dddmmss.s |
 SF0500| DA5591 REFERENCE MON 164 RM 1                8.082 METERS 03845     |
 SF0500| SF0517 CONNORS CATH CH SPIRE               APPROX. 2.7 KM 2505412.2 |
 SF0500| DA5592 REFERENCE MON 164 RM 2                7.798 METERS 31808     |
 SF0500|---------------------------------------------------------------------|
 SF0500
 SF0500                          SUPERSEDED SURVEY CONTROL
 SF0500
 SF0500  NAD 83(1992)-  47 12 54.60736(N)    068 47 58.53221(W) AD(       ) 2
 SF0500  NAD 83(1986)-  47 12 54.61535(N)    068 47 58.52782(W) AD(       ) 2
 SF0500  NAD 27      -  47 12 54.48070(N)    068 48 00.34791(W) AD(       ) 2
 SF0500  NGVD 29 (07/19/86)  161.5    (m)          530.     (f) VERT ANG       
 SF0500
 SF0500.Superseded values are not recommended for survey control.
 SF0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0500.See file dsdata.txt to determine how the superseded data were derived.
 SF0500
 SF0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN1517529095(NAD 83)
 SF0500
 SF0500  HISTORY     - Date     Condition        Report By
 SF0500  HISTORY     - 1917     MONUMENTED       IBC
 SF0500  HISTORY     - 1977     GOOD             IBC
 SF0500
 SF0500                          STATION DESCRIPTION
 SF0500
 SF0500'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1977 (CRM)
 SF0500'THE REFERENCE MONUMENT WAS RECOVERED IN GOOD CONDITION.  TWO REFERENCE
 SF0500'MARKS WERE ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 SF0500'
 SF0500'THE MONUMENT IS LOCATED ABOUT 1/2 MILE NORTHEAST OF ST. JOHN, MAINE,
 SF0500'ABOUT 150 FEET SOUTHWEST OF THE NORTHEAST END OF WHEELOCK ISLAND, AND
 SF0500'ABOUT MIDWAY BETWEEN THE NORTHWEST AND SOUTHEAST SHORES.
 SF0500'
 SF0500'THE REFERENCE MONUMENT, STAMPED ---164--- IS A BRONZE DISK CEMENTED IN
 SF0500'A DRILL HOLE IN A 3-FOOT SQUARE BLOCK OF CONCRETE THAT PROJECTS 2
 SF0500'INCHES.  RENEWED 1917 AND US NO 164 IS INSCRIBED IN THE BLOCK OF
 SF0500'CONCRETE AND IT IS 1.94 METERS NORTH-NORTHEAST OF A STEEL WITNESS POST
 SF0500'WITH METAL SIGN ATTACHED.
 SF0500'
 SF0500'REFERENCE MARK 1, STAMPED ---164 US 1 1977--- IS A BRONZE, REFERENCE
 SF0500'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS 1
 SF0500'FOOT IN DIAMETER AND PROJECTS 6 INCHES.  IT IS 9.98 METERS NORTH-
 SF0500'NORTHEAST OF THE WITNESS POST.
 SF0500'
 SF0500'REFERENCE MARK 2, STAMPED ---164 US 2 1977--- IS A BRONZE, REFERENCE
 SF0500'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS 1
 SF0500'FOOT IN DIAMETER AND PROJECTS 10 INCHES.  IT IS 8.65 METERS NORTHWEST
 SF0500'OF THE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1349 ***********************************************************************
 QF1349  DESIGNATION -  REFERENCE MON 164
 QF1349  PID         -  QF1349
 QF1349  STATE/COUNTY-  ME/WASHINGTON
 QF1349  USGS QUAD   -  LOON BAY (1988)
 QF1349
 QF1349                         *CURRENT SURVEY CONTROL
 QF1349  ___________________________________________________________________
 QF1349* NAD 83(1996)-  45 24 07.57979(N)    067 26 31.38075(W)     ADJUSTED  
 QF1349* NAVD 88     -        70.     (meters)     230.     (feet)  SCALED    
 QF1349  ___________________________________________________________________
 QF1349  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 QF1349  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 QF1349
 QF1349  HORZ ORDER  -  THIRD
 QF1349
 QF1349.The horizontal coordinates were established by classical geodetic methods
 QF1349.and adjusted by the National Geodetic Survey in March 1998..
 QF1349
 QF1349.The orthometric height was scaled from a topographic map.
 QF1349
 QF1349.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1349
 QF1349.The geoid height was determined by GEOID03.
 QF1349
 QF1349;                    North         East     Units Scale Factor Converg.
 QF1349;SPC ME E     -   193,371.828   382,822.135   MT  0.99998431   +0 45 12.1
 QF1349;UTM  19      - 5,028,801.314   621,928.193   MT  0.99978279   +1 06 34.1
 QF1349
 QF1349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1349!SPC ME E     -   0.99999276  x   0.99998431  =   0.99997707
 QF1349!UTM  19      -   0.99999276  x   0.99978279  =   0.99977555
 QF1349
 QF1349|---------------------------------------------------------------------|
 QF1349| PID    Reference Object                     Distance      Geod. Az  |
 QF1349|                                                           dddmmss.s |
 QF1349| QF1342 REFERENCE MON 163                   239.250 METERS 06041     |
 QF1349| QF1340 REFERENCE MON 163A                  333.260 METERS 13219     |
 QF1349| QF1341 REFERENCE MON 164A                  394.824 METERS 14505     |
 QF1349| QF1344 TS H32B IBC                         320.594 METERS 15118     |
 QF1349|---------------------------------------------------------------------|
 QF1349
 QF1349                          SUPERSEDED SURVEY CONTROL
 QF1349
 QF1349  NAD 83(1992)-  45 24 07.57633(N)    067 26 31.37939(W) AD(       ) 3
 QF1349  NAD 83(1986)-  45 24 07.58002(N)    067 26 31.38759(W) AD(       ) 3
 QF1349  NAD 27      -  45 24 07.29100(N)    067 26 33.34300(W) AD(       ) 3
 QF1349
 QF1349.Superseded values are not recommended for survey control.
 QF1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1349.See file dsdata.txt to determine how the superseded data were derived.
 QF1349
 QF1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2192828801(NAD 83)
 QF1349_MARKER: Z = SEE DESCRIPTION
 QF1349_SETTING: 80 = SET IN A BOULDER
 QF1349_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF1349
 QF1349  HISTORY     - Date     Condition        Report By
 QF1349  HISTORY     - 1917     MONUMENTED       IBC
 QF1349
 QF1349                          STATION DESCRIPTION
 QF1349
 QF1349'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (NWS)
 QF1349'ON THE W SHORE OF THE ST CROIX RIVER, ON THE PROMINENT POINT THAT IS
 QF1349'ABOUT 300 METERS ABOVE THE LOWER END OF LOON BAY.
 QF1349'
 QF1349'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE
 QF1349'POST SET IN A DRILL HOLE IN A ROCK 5 FEET IN DIAMETER AND 1 FOOT
 QF1349'HIGH ABOUT 1 METER INSIDE THE SHORELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0504 ***********************************************************************
 SF0504  DESIGNATION -  REFERENCE MON 165 77
 SF0504  PID         -  SF0504
 SF0504  STATE/COUNTY-  ME/AROOSTOOK
 SF0504  USGS QUAD   -  ST JOHN (1985)
 SF0504
 SF0504                         *CURRENT SURVEY CONTROL
 SF0504  ___________________________________________________________________
 SF0504* NAD 83(1996)-  47 12 42.84240(N)    068 48 19.35037(W)     ADJUSTED  
 SF0504* NAVD 88     -       161.4    (meters)     530.     (feet)  VERTCON   
 SF0504  ___________________________________________________________________
 SF0504  LAPLACE CORR-           5.94  (seconds)                    DEFLEC99
 SF0504  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 SF0504
 SF0504  HORZ ORDER  -  SECOND
 SF0504
 SF0504.The horizontal coordinates were established by classical geodetic methods
 SF0504.and adjusted by the National Geodetic Survey in March 1998..
 SF0504
 SF0504.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0504
 SF0504.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0504
 SF0504.The geoid height was determined by GEOID03.
 SF0504
 SF0504;                    North         East     Units Scale Factor Converg.
 SF0504;SPC ME E     -   394,024.418   276,868.698   MT  0.99990657   -0 13 26.8
 SF0504;UTM  19      - 5,228,730.670   514,737.866   MT  0.99960267   +0 08 34.2
 SF0504
 SF0504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0504!SPC ME E     -   0.99997860  x   0.99990657  =   0.99988517
 SF0504!UTM  19      -   0.99997860  x   0.99960267  =   0.99958128
 SF0504
 SF0504|---------------------------------------------------------------------|
 SF0504| PID    Reference Object                     Distance      Geod. Az  |
 SF0504|                                                           dddmmss.s |
 SF0504| DA5593 REFERENCE MON 165 77 RM 1             8.589 METERS 08307     |
 SF0504| SF0517 CONNORS CATH CH SPIRE               APPROX. 2.2 KM 2561000.6 |
 SF0504| DA5594 REFERENCE MON 165 77 RM 2             9.295 METERS 34544     |
 SF0504|---------------------------------------------------------------------|
 SF0504
 SF0504                          SUPERSEDED SURVEY CONTROL
 SF0504
 SF0504  NAD 83(1992)-  47 12 42.83504(N)    068 48 19.34630(W) AD(       ) 2
 SF0504  NAD 83(1986)-  47 12 42.84306(N)    068 48 19.34194(W) AD(       ) 2
 SF0504  NAD 27      -  47 12 42.70836(N)    068 48 21.16107(W) AD(       ) 2
 SF0504  NGVD 29 (07/19/86)  161.5    (m)          530.     (f) VERT ANG       
 SF0504
 SF0504.Superseded values are not recommended for survey control.
 SF0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0504.See file dsdata.txt to determine how the superseded data were derived.
 SF0504
 SF0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN1473828731(NAD 83)
 SF0504_MARKER: DH = HORIZONTAL CONTROL DISK
 SF0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF0504_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF0504
 SF0504  HISTORY     - Date     Condition        Report By
 SF0504  HISTORY     - 1977     MONUMENTED       IBC
 SF0504
 SF0504                          STATION DESCRIPTION
 SF0504
 SF0504'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1977 (CRM)
 SF0504'THE MONUMENT IS LOCATED ABOUT 1/4 MILE NORTH-NORTHEAST OF ST. JOHN,
 SF0504'MAINE, ON THE SOUTHWEST PART OF WHEELOCK ISLAND, ABOUT MIDWAY BETWEEN
 SF0504'THE NORTHWEST AND SOUTHEAST SHORES, AND 12 FEET NORTHEAST OF A
 SF0504'DEPRESSION THAT IS ABOUT 8 FEET DEEP AND 20 FEET WIDE THAT RUNS
 SF0504'SOUTHEAST AND NORTHWEST ACROSS THE ISLAND.
 SF0504'
 SF0504'THE REFERENCE MONUMENT, STAMPED ---165-77 US 1977--- IS A BRONZE,
 SF0504'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST
 SF0504'THAT IS 18 INCHES IN DIAMETER AND PROJECTS 8 INCHES.  IT IS 1.35
 SF0504'METERS NORTH-NORTHWEST OF A STEEL WITNESS POST WITH METAL SIGN
 SF0504'ATTACHED.
 SF0504'
 SF0504'REFERENCE MARK 1, STAMPED ---165-77 US 1 1977--- IS A BRONZE,
 SF0504'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST
 SF0504'THAT IS 1 FOOT IN DIAMETER AND PROJECTS 4 INCHES.  IT IS 8.56 METERS
 SF0504'EAST-NORTHEAST OF THE WITNESS POST.
 SF0504'
 SF0504'REFERENCE MARK 2, STAMPED ---165-77 US 2 1977--- IS A BRONZE,
 SF0504'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST
 SF0504'THAT IS 1 FOOT IN DIAMETER AND PROJECTS 6 INCHES.  IT IS 10.69 METERS
 SF0504'NORTH-NORTHWEST OF THE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1297 ***********************************************************************
 QF1297  DESIGNATION -  REFERENCE MON 166
 QF1297  PID         -  QF1297
 QF1297  STATE/COUNTY-  ME/WASHINGTON
 QF1297  USGS QUAD   -  LOON BAY (1988)
 QF1297
 QF1297                         *CURRENT SURVEY CONTROL
 QF1297  ___________________________________________________________________
 QF1297* NAD 83(1996)-  45 22 52.54428(N)    067 25 25.32441(W)     ADJUSTED  
 QF1297* NAVD 88     -        70.     (meters)     230.     (feet)  SCALED    
 QF1297  ___________________________________________________________________
 QF1297  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 QF1297  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 QF1297
 QF1297  HORZ ORDER  -  THIRD
 QF1297
 QF1297.The horizontal coordinates were established by classical geodetic methods
 QF1297.and adjusted by the National Geodetic Survey in March 1998..
 QF1297
 QF1297.The orthometric height was scaled from a topographic map.
 QF1297
 QF1297.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1297
 QF1297.The geoid height was determined by GEOID03.
 QF1297
 QF1297;                    North         East     Units Scale Factor Converg.
 QF1297;SPC ME E     -   191,074.616   384,289.573   MT  0.99998733   +0 45 58.1
 QF1297;UTM  19      - 5,026,513.725   623,409.581   MT  0.99978725   +1 07 19.7
 QF1297
 QF1297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1297!SPC ME E     -   0.99999275  x   0.99998733  =   0.99998008
 QF1297!UTM  19      -   0.99999275  x   0.99978725  =   0.99978001
 QF1297
 QF1297                          SUPERSEDED SURVEY CONTROL
 QF1297
 QF1297  NAD 83(1992)-  45 22 52.54149(N)    067 25 25.32393(W) AD(       ) 3
 QF1297  NAD 83(1986)-  45 22 52.54538(N)    067 25 25.33199(W) AD(       ) 3
 QF1297  NAD 27      -  45 22 52.27900(N)    067 25 27.32000(W) AD(       ) 3
 QF1297
 QF1297.Superseded values are not recommended for survey control.
 QF1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1297.See file dsdata.txt to determine how the superseded data were derived.
 QF1297
 QF1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2341026514(NAD 83)
 QF1297_MARKER: Z = SEE DESCRIPTION
 QF1297_SETTING: 80 = SET IN A BOULDER
 QF1297_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF1297
 QF1297  HISTORY     - Date     Condition        Report By
 QF1297  HISTORY     - 1917     MONUMENTED       IBC
 QF1297
 QF1297                          STATION DESCRIPTION
 QF1297
 QF1297'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (NWS)
 QF1297'ON THE W BANK OF THE ST CROIX RIVER, ABOUT 7/16 MILE ABOVE THE
 QF1297'MOUTH OF CANOOSE RIVER, AND JUST ABOVE THE CANOOSE LEDGES AND RIPS,
 QF1297'IN A ROCK 2 BY 3 FEET AND 1 FOOT HIGH.
 QF1297'
 QF1297'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE
 QF1297'POST SET IN A ROCK ABOUT 6 FEET FROM THE SHORELINE AND ABOUT 3 FEET
 QF1297'ABOVE THE NORMAL - WATER LEVEL.  STATION REPAIRED IN 1939.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0505 ***********************************************************************
 SF0505  DESIGNATION -  REFERENCE MON 166 77
 SF0505  PID         -  SF0505
 SF0505  STATE/COUNTY-  ME/AROOSTOOK
 SF0505  USGS QUAD   -  ST JOHN (1985)
 SF0505
 SF0505                         *CURRENT SURVEY CONTROL
 SF0505  ___________________________________________________________________
 SF0505* NAD 83(1996)-  47 12 52.24923(N)    068 48 20.80333(W)     ADJUSTED  
 SF0505* NAVD 88     -       161.9    (meters)     531.     (feet)  VERTCON   
 SF0505  ___________________________________________________________________
 SF0505  LAPLACE CORR-           5.73  (seconds)                    DEFLEC99
 SF0505  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 SF0505
 SF0505  HORZ ORDER  -  SECOND
 SF0505
 SF0505.The horizontal coordinates were established by classical geodetic methods
 SF0505.and adjusted by the National Geodetic Survey in March 1998..
 SF0505
 SF0505.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0505
 SF0505.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0505
 SF0505.The geoid height was determined by GEOID03.
 SF0505
 SF0505;                    North         East     Units Scale Factor Converg.
 SF0505;SPC ME E     -   394,315.010   276,839.264   MT  0.99990659   -0 13 27.9
 SF0505;UTM  19      - 5,229,020.979   514,706.582   MT  0.99960266   +0 08 33.1
 SF0505
 SF0505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0505!SPC ME E     -   0.99997852  x   0.99990659  =   0.99988512
 SF0505!UTM  19      -   0.99997852  x   0.99960266  =   0.99958119
 SF0505
 SF0505:                Primary Azimuth Mark                     Grid Az
 SF0505:SPC ME E     -  REFERENCE MON C 98 77                    016 07 41.5
 SF0505:UTM  19      -  REFERENCE MON C 98 77                    015 45 40.5
 SF0505
 SF0505|---------------------------------------------------------------------|
 SF0505| PID    Reference Object                     Distance      Geod. Az  |
 SF0505|                                                           dddmmss.s |
 SF0505| SF0503 REFERENCE MON C 98 77               430.764 METERS 0155413.6 |
 SF0505| SF0504 REFERENCE MON 165 77                292.106 METERS 17400     |
 SF0505| DA5595 REFERENCE MON 166 77 RM 1            10.187 METERS 21434     |
 SF0505| DA5596 REFERENCE MON 166 77 RM 2             8.266 METERS 27052     |
 SF0505|---------------------------------------------------------------------|
 SF0505
 SF0505                          SUPERSEDED SURVEY CONTROL
 SF0505
 SF0505  NAD 83(1992)-  47 12 52.24186(N)    068 48 20.79931(W) AD(       ) 2
 SF0505  NAD 83(1986)-  47 12 52.24987(N)    068 48 20.79493(W) AD(       ) 2
 SF0505  NAD 27      -  47 12 52.11518(N)    068 48 22.61405(W) AD(       ) 2
 SF0505  NGVD 29 (07/19/86)  162.0    (m)          531.     (f) VERT ANG       
 SF0505
 SF0505.Superseded values are not recommended for survey control.
 SF0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0505.See file dsdata.txt to determine how the superseded data were derived.
 SF0505
 SF0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN1470729021(NAD 83)
 SF0505_MARKER: DH = HORIZONTAL CONTROL DISK
 SF0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF0505_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF0505
 SF0505  HISTORY     - Date     Condition        Report By
 SF0505  HISTORY     - 1977     MONUMENTED       IBC
 SF0505
 SF0505                          STATION DESCRIPTION
 SF0505
 SF0505'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1977 (CRM)
 SF0505'THE MONUMENT IS LOCATED ABOUT 1/2 MILE NORTH OF ST. JOHN, MAINE, 150
 SF0505'FEET WEST OF THE EAST END OF CATON ISLAND, AND ABOUT MIDWAY BETWEEN
 SF0505'THE NORTH AND SOUTH BANKS OF THE ISLAND.
 SF0505'
 SF0505'THE REFERENCE MONUMENT, STAMPED ---166-77 US 1977--- IS A BRONZE,
 SF0505'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST
 SF0505'THAT IS 18 INCHES IN DIAMETER AND PROJECTS 8 INCHES.  IT IS 1.92
 SF0505'METERS NORTH-NORTHEAST OF A STEEL WITNESS POST WITH METAL SIGN
 SF0505'ATTACHED.
 SF0505'
 SF0505'REFERENCE MARK 1, STAMPED ---166-77 US 1 1977--- IS A BRONZE,
 SF0505'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST
 SF0505'THAT IS 1 FOOT IN DIAMETER AND PROJECTS 8 INCHES.  IT IS 8.30 METERS
 SF0505'SOUTH-SOUTHWEST OF THE WITNESS POST.
 SF0505'
 SF0505'REFERENCE MARK 2, STAMPED ---166-77 US 2 1977--- IS A BRONZE,
 SF0505'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST
 SF0505'THAT IS 1 FOOT IN DIAMETER AND PROJECTS 6 INCHES.  IT IS 7.74 METERS
 SF0505'WEST-NORTHWEST OF THE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0508 ***********************************************************************
 SF0508  DESIGNATION -  REFERENCE MON 167 77
 SF0508  PID         -  SF0508
 SF0508  STATE/COUNTY-  ME/AROOSTOOK
 SF0508  USGS QUAD   -  ST JOHN (1985)
 SF0508
 SF0508                         *CURRENT SURVEY CONTROL
 SF0508  ___________________________________________________________________
 SF0508* NAD 83(1996)-  47 12 43.83652(N)    068 48 47.31598(W)     ADJUSTED  
 SF0508* NAVD 88     -       163.0    (meters)     535.     (feet)  VERTCON   
 SF0508  ___________________________________________________________________
 SF0508  LAPLACE CORR-           5.38  (seconds)                    DEFLEC99
 SF0508  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 SF0508
 SF0508  HORZ ORDER  -  SECOND
 SF0508
 SF0508.The horizontal coordinates were established by classical geodetic methods
 SF0508.and adjusted by the National Geodetic Survey in March 1998..
 SF0508
 SF0508.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0508
 SF0508.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0508
 SF0508.The geoid height was determined by GEOID03.
 SF0508
 SF0508;                    North         East     Units Scale Factor Converg.
 SF0508;SPC ME E     -   394,057.446   276,280.401   MT  0.99990691   -0 13 47.3
 SF0508;UTM  19      - 5,228,759.921   514,149.548   MT  0.99960246   +0 08 13.7
 SF0508
 SF0508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0508!SPC ME E     -   0.99997835  x   0.99990691  =   0.99988527
 SF0508!UTM  19      -   0.99997835  x   0.99960246  =   0.99958082
 SF0508
 SF0508|---------------------------------------------------------------------|
 SF0508| PID    Reference Object                     Distance      Geod. Az  |
 SF0508|                                                           dddmmss.s |
 SF0508| DA5597 REFERENCE MON 167 77 RM 1            10.398 METERS 04015     |
 SF0508| SF0517 CONNORS CATH CH SPIRE               APPROX. 1.6 KM 2500824.9 |
 SF0508| DA5598 REFERENCE MON 167 77 RM 2             8.680 METERS 30823     |
 SF0508|---------------------------------------------------------------------|
 SF0508
 SF0508                          SUPERSEDED SURVEY CONTROL
 SF0508
 SF0508  NAD 83(1992)-  47 12 43.82909(N)    068 48 47.31193(W) AD(       ) 2
 SF0508  NAD 83(1986)-  47 12 43.83714(N)    068 48 47.30757(W) AD(       ) 2
 SF0508  NAD 27      -  47 12 43.70229(N)    068 48 49.12563(W) AD(       ) 2
 SF0508  NGVD 29 (07/19/86)  163.1    (m)          535.     (f) VERT ANG       
 SF0508
 SF0508.Superseded values are not recommended for survey control.
 SF0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0508.See file dsdata.txt to determine how the superseded data were derived.
 SF0508
 SF0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN1415028760(NAD 83)
 SF0508_MARKER: DH = HORIZONTAL CONTROL DISK
 SF0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF0508_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF0508
 SF0508  HISTORY     - Date     Condition        Report By
 SF0508  HISTORY     - 1977     MONUMENTED       IBC
 SF0508
 SF0508                          STATION DESCRIPTION
 SF0508
 SF0508'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1977 (CRM)
 SF0508'THE MONUMENT IS LOCATED ABOUT 1/2 MILE NORTH-NORTHWEST OF ST. JOHN,
 SF0508'MAINE, 100 YARDS EAST OF THE WEST END OF CATON ISLAND, AND 75 FEET
 SF0508'NORTHWEST OF THE SOUTHEAST SHORE.
 SF0508'
 SF0508'THE REFERENCE MONUMENT, STAMPED ---167-77 US 1977--- IS A BRONZE,
 SF0508'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST
 SF0508'THAT IS 18 INCHES IN DIAMETER AND PROJECTS 6 INCHES.  IT IS 1.64
 SF0508'METERS SOUTH-SOUTHEAST OF A STEEL WITNESS POST WITH METAL SIGN
 SF0508'ATTACHED.
 SF0508'
 SF0508'REFERENCE MARK 1, STAMPED ---167-77 US 1 1977--- IS A BRONZE,
 SF0508'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST
 SF0508'THAT IS 1 FOOT IN DIAMETER AND PROJECTS 6 INCHES.  IT IS 9.67 METERS
 SF0508'NORTHEAST OF THE WITNESS POST.
 SF0508'
 SF0508'REFERENCE MARK 2, STAMPED ---167-77 US 2 1977--- IS A BRONZE,
 SF0508'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST
 SF0508'THAT IS 1 FOOT IN DIAMETER AND PROJECTS 8 INCHES.  IT IS 7.28 METERS
 SF0508'WEST-NORTHWEST OF THE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1122 ***********************************************************************
 QF1122  DESIGNATION -  REFERENCE MON 168
 QF1122  PID         -  QF1122
 QF1122  STATE/COUNTY-  ME/WASHINGTON
 QF1122  USGS QUAD   -  KELLEYLAND (1988)
 QF1122
 QF1122                         *CURRENT SURVEY CONTROL
 QF1122  ___________________________________________________________________
 QF1122* NAD 83(1996)-  45 22 18.83367(N)    067 25 48.45208(W)     ADJUSTED  
 QF1122* NAVD 88     -        67.     (meters)     220.     (feet)  SCALED    
 QF1122  ___________________________________________________________________
 QF1122  LAPLACE CORR-           1.99  (seconds)                    DEFLEC99
 QF1122  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 QF1122
 QF1122  HORZ ORDER  -  THIRD
 QF1122
 QF1122.The horizontal coordinates were established by classical geodetic methods
 QF1122.and adjusted by the National Geodetic Survey in March 1998..
 QF1122
 QF1122.The orthometric height was scaled from a topographic map.
 QF1122
 QF1122.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1122
 QF1122.The geoid height was determined by GEOID03.
 QF1122
 QF1122;                    North         East     Units Scale Factor Converg.
 QF1122;SPC ME E     -   190,027.301   383,800.286   MT  0.99998632   +0 45 41.2
 QF1122;UTM  19      - 5,025,463.601   622,926.907   MT  0.99978579   +1 07 02.6
 QF1122
 QF1122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1122!SPC ME E     -   0.99999323  x   0.99998632  =   0.99997955
 QF1122!UTM  19      -   0.99999323  x   0.99978579  =   0.99977902
 QF1122
 QF1122                          SUPERSEDED SURVEY CONTROL
 QF1122
 QF1122  NAD 83(1992)-  45 22 18.83131(N)    067 25 48.45131(W) AD(       ) 3
 QF1122  NAD 83(1986)-  45 22 18.83522(N)    067 25 48.45925(W) AD(       ) 3
 QF1122  NAD 27      -  45 22 18.57000(N)    067 25 50.45100(W) AD(       ) 3
 QF1122
 QF1122.Superseded values are not recommended for survey control.
 QF1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1122.See file dsdata.txt to determine how the superseded data were derived.
 QF1122
 QF1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2292725464(NAD 83)
 QF1122_MARKER: Z = SEE DESCRIPTION
 QF1122_SETTING: 80 = SET IN A BOULDER
 QF1122_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF1122
 QF1122  HISTORY     - Date     Condition        Report By
 QF1122  HISTORY     - 1917     MONUMENTED       IBC
 QF1122
 QF1122                          STATION DESCRIPTION
 QF1122
 QF1122'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (NWS)
 QF1122'AT DOG FALLS, ON THE W SIDE OF THE ST CROIX RIVER AT THE HEAD OF DOG
 QF1122'ISLAND RIPS.  THE STATION IS ON A ROCK 5 FEET IN DIAMETER AND 3 FEET
 QF1122'HIGH, 25 FEET INSHORE FROM THE US POINT AT THE HEAD OF THE FALLS, 15
 QF1122'FEET FROM THE WATER BELOW THE POINT, AND ABOUT 25 FEET ABOVE THE
 QF1122'WATER.
 QF1122'
 QF1122'STATION MARK IS A BOUNDARY REFERENCE POST SET IN A DRILL HOLE IN THE
 QF1122'ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0507 ***********************************************************************
 SF0507  DESIGNATION -  REFERENCE MON 168A 77
 SF0507  PID         -  SF0507
 SF0507  STATE/COUNTY-  ME/AROOSTOOK
 SF0507  USGS QUAD   -  ST JOHN (1985)
 SF0507
 SF0507                         *CURRENT SURVEY CONTROL
 SF0507  ___________________________________________________________________
 SF0507* NAD 83(1996)-  47 12 35.98934(N)    068 48 41.65438(W)     ADJUSTED  
 SF0507* NAVD 88     -       163.9    (meters)     538.     (feet)  VERTCON   
 SF0507  ___________________________________________________________________
 SF0507  LAPLACE CORR-           5.63  (seconds)                    DEFLEC99
 SF0507  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 SF0507
 SF0507  HORZ ORDER  -  SECOND
 SF0507
 SF0507.The horizontal coordinates were established by classical geodetic methods
 SF0507.and adjusted by the National Geodetic Survey in March 1998..
 SF0507
 SF0507.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0507
 SF0507.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0507
 SF0507.The geoid height was determined by GEOID03.
 SF0507
 SF0507;                    North         East     Units Scale Factor Converg.
 SF0507;SPC ME E     -   393,814.658   276,398.558   MT  0.99990684   -0 13 43.1
 SF0507;UTM  19      - 5,228,517.968   514,269.222   MT  0.99960250   +0 08 17.8
 SF0507
 SF0507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0507!SPC ME E     -   0.99997821  x   0.99990684  =   0.99988505
 SF0507!UTM  19      -   0.99997821  x   0.99960250  =   0.99958072
 SF0507
 SF0507|---------------------------------------------------------------------|
 SF0507| PID    Reference Object                     Distance      Geod. Az  |
 SF0507|                                                           dddmmss.s |
 SF0507| DA5599 REFERENCE MON 168A 77 RM 1            7.757 METERS 05654     |
 SF0507| SF0506 REF MON 168                           9.163 METERS 11159     |
 SF0507| SF0509 REFERENCE MON S 105 77              460.660 METERS 1964252.9 |
 SF0507| SF0510 ROAD                                401.986 METERS 2070643.3 |
 SF0507| SF0508 REFERENCE MON 167 77                270.039 METERS 33349     |
 SF0507|---------------------------------------------------------------------|
 SF0507
 SF0507                          SUPERSEDED SURVEY CONTROL
 SF0507
 SF0507  NAD 83(1992)-  47 12 35.98192(N)    068 48 41.65028(W) AD(       ) 2
 SF0507  NAD 83(1986)-  47 12 35.98996(N)    068 48 41.64594(W) AD(       ) 2
 SF0507  NAD 27      -  47 12 35.85521(N)    068 48 43.46421(W) AD(       ) 2
 SF0507  NGVD 29 (07/19/86)  164.0    (m)          538.     (f) VERT ANG       
 SF0507
 SF0507.Superseded values are not recommended for survey control.
 SF0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0507.See file dsdata.txt to determine how the superseded data were derived.
 SF0507
 SF0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN1426928518(NAD 83)
 SF0507_MARKER: DH = HORIZONTAL CONTROL DISK
 SF0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF0507_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF0507
 SF0507  HISTORY     - Date     Condition        Report By
 SF0507  HISTORY     - 1977     MONUMENTED       IBC
 SF0507
 SF0507                          STATION DESCRIPTION
 SF0507
 SF0507'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1977 (CRM)
 SF0507'THE MONUMENT IS LOCATED ABOUT 1/4 MILE NORTHWEST OF ST. JOHN, MAINE,
 SF0507'NEAR THE NORTHEAST END OF HONEYWELL ISLAND, IN THE WOODS LINE AT THE
 SF0507'NORTHEAST EDGE OF A CULTIVATED FIELD, AND ON PROPERTY OWNED BY MR. G.
 SF0507'OLEARY.
 SF0507'
 SF0507'THE REFERENCE MONUMENT, STAMPED ---168A-77 US 1977--- IS A BRONZE,
 SF0507'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST
 SF0507'THAT IS 18 INCHES IN DIAMETER AND PROJECTS 4 INCHES.  IT IS 1.66
 SF0507'METERS EAST OF A STEEL WITNESS POST WITH METAL SIGN ATTACHED.
 SF0507'
 SF0507'REFERENCE MONUMENT 168 IS A CAST-IRON POST, PYRAMID-SHAPED ON TOP,
 SF0507'THAT PROJECTS 2-1/2 FEET ABOVE A CONCRETE BASE THAT IS COVERED WITH
 SF0507'ABOUT 8 INCHES OF DIRT.  IT IS 10.81 METERS EAST OF THE WITNESS POST
 SF0507'AND 1.33 METERS HIGHER IN ELEVATION THAN REFERENCE MONUMENT 168A-77.
 SF0507'
 SF0507'REFERENCE MARK 1, STAMPED ---168A-77 US 1 1977--- IS A BRONZE,
 SF0507'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST
 SF0507'THAT IS 1 FOOT IN DIAMETER AND PROJECTS 6 INCHES.  IT IS 8.84 METERS
 SF0507'NORTHEAST OF THE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0513 ***********************************************************************
 SF0513  DESIGNATION -  REFERENCE MON 169
 SF0513  PID         -  SF0513
 SF0513  STATE/COUNTY-  ME/AROOSTOOK
 SF0513  USGS QUAD   -  ST JOHN (1985)
 SF0513
 SF0513                         *CURRENT SURVEY CONTROL
 SF0513  ___________________________________________________________________
 SF0513* NAD 83(1996)-  47 12 16.55397(N)    068 49 37.16289(W)     ADJUSTED  
 SF0513* NAVD 88     -       166.0    (meters)     545.     (feet)  VERTCON   
 SF0513  ___________________________________________________________________
 SF0513  LAPLACE CORR-           6.01  (seconds)                    DEFLEC99
 SF0513  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 SF0513
 SF0513  HORZ ORDER  -  SECOND
 SF0513
 SF0513.The horizontal coordinates were established by classical geodetic methods
 SF0513.and adjusted by the National Geodetic Survey in March 1998..
 SF0513
 SF0513.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0513
 SF0513.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0513
 SF0513.The geoid height was determined by GEOID03.
 SF0513
 SF0513;                    North         East     Units Scale Factor Converg.
 SF0513;SPC ME E     -   393,219.294   275,228.056   MT  0.99990754   -0 14 23.8
 SF0513;UTM  19      - 5,227,915.304   513,102.912   MT  0.99960211   +0 07 37.0
 SF0513
 SF0513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0513!SPC ME E     -   0.99997789  x   0.99990754  =   0.99988543
 SF0513!UTM  19      -   0.99997789  x   0.99960211  =   0.99958001
 SF0513
 SF0513:                Primary Azimuth Mark                     Grid Az
 SF0513:SPC ME E     -  ROAD                                     076 24 38.7
 SF0513:UTM  19      -  ROAD                                     076 02 37.9
 SF0513
 SF0513|---------------------------------------------------------------------|
 SF0513| PID    Reference Object                     Distance      Geod. Az  |
 SF0513|                                                           dddmmss.s |
 SF0513| SF0510 ROAD                                APPROX. 1.0 KM 0761014.9 |
 SF0513| DA5600 REFERENCE MON 169 RM 1               13.420 METERS 08557     |
 SF0513| DA5601 REFERENCE MON 169 RM 2               18.956 METERS 12815     |
 SF0513| SF0514 REFERENCE MON S 106 77              476.999 METERS 1951753.1 |
 SF0513|---------------------------------------------------------------------|
 SF0513
 SF0513                          SUPERSEDED SURVEY CONTROL
 SF0513
 SF0513  NAD 83(1992)-  47 12 16.54641(N)    068 49 37.15869(W) AD(       ) 2
 SF0513  NAD 83(1986)-  47 12 16.55448(N)    068 49 37.15442(W) AD(       ) 2
 SF0513  NAD 27      -  47 12 16.41814(N)    068 49 38.97041(W) AD(       ) 2
 SF0513  NGVD 29 (07/19/86)  166.1    (m)          545.     (f) VERT ANG       
 SF0513
 SF0513.Superseded values are not recommended for survey control.
 SF0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0513.See file dsdata.txt to determine how the superseded data were derived.
 SF0513
 SF0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN1310327915(NAD 83)
 SF0513
 SF0513  HISTORY     - Date     Condition        Report By
 SF0513  HISTORY     - 1917     MONUMENTED       IBC
 SF0513  HISTORY     - 1977     GOOD             IBC
 SF0513
 SF0513                          STATION DESCRIPTION
 SF0513
 SF0513'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1977 (CRM)
 SF0513'THE REFERENCE MONUMENT WAS RECOVERED IN GOOD CONDITION.  TWO REFERENCE
 SF0513'MARKS WERE ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 SF0513'
 SF0513'THE MONUMENT IS LOCATED ABOUT 1 MILE WEST-SOUTHWEST OF ST. JOHN,
 SF0513'MAINE, IN A WOODED AREA ABOUT 50 FEET NORTHEAST OF THE SOUTHWEST END
 SF0513'OF HONEYWELL ISLAND, 100 FEET NORTHWEST OF THE SOUTHEAST SHORE OF THE
 SF0513'ISLAND, AND ON PROPERTY OWNED BY MR. GEORGE KELLY.
 SF0513'
 SF0513'THE REFERENCE MONUMENT IS A CAST-IRON POST, PYRAMID-SHAPED ON TOP,
 SF0513'THAT PROJECTS 2-1/2 FEET ABOVE A 3-FOOT SQUARE, CONCRETE BASE.
 SF0513'RENEWED 1917 AND US NO 169 IS INSCRIBED IN THE CONCRETE BASE. IT
 SF0513'IS 1.99 METERS NORTHWEST OF A STEEL WITNESS POST WITH METAL SIGN
 SF0513'ATTACHED.
 SF0513'
 SF0513'REFERENCE MARK 1, STAMPED ---169 US 1 1977--- IS A BRONZE, REFERENCE
 SF0513'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS 1
 SF0513'FOOT IN DIAMETER AND PROJECTS 3 INCHES.  IT IS 13.51 METERS EAST-
 SF0513'NORTHEAST OF THE WITNESS POST.
 SF0513'
 SF0513'REFERENCE MARK 2, STAMPED ---169 US 2 1977--- IS A BRONZE, REFERENCE
 SF0513'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS 1
 SF0513'FOOT IN DIAMETER AND PROJECTS 6 INCHES.  IT IS 17.58 METERS SOUTHEAST
 SF0513'OF THE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1907 ***********************************************************************
 QF1907  DESIGNATION -  REFERENCE MON 16=BIRCH
 QF1907  PID         -  QF1907
 QF1907  STATE/COUNTY-  ME/AROOSTOOK
 QF1907  USGS QUAD   -  ORIENT (1989)
 QF1907
 QF1907                         *CURRENT SURVEY CONTROL
 QF1907  ___________________________________________________________________
 QF1907* NAD 83(1996)-  45 51 07.81181(N)    067 47 25.76982(W)     ADJUSTED  
 QF1907* NAVD 88     -       133.     (meters)     436.     (feet)  SCALED    
 QF1907  ___________________________________________________________________
 QF1907  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 QF1907  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 QF1907
 QF1907  HORZ ORDER  -  THIRD
 QF1907
 QF1907.The horizontal coordinates were established by classical geodetic methods
 QF1907.and adjusted by the National Geodetic Survey in March 1998..
 QF1907
 QF1907.The orthometric height was scaled from a topographic map.
 QF1907
 QF1907.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1907
 QF1907.The geoid height was determined by GEOID03.
 QF1907
 QF1907;                    North         East     Units Scale Factor Converg.
 QF1907;SPC ME E     -   243,089.117   355,101.493   MT  0.99993731   +0 30 32.8
 QF1907;UTM  19      - 5,078,334.021   593,903.937   MT  0.99970840   +0 52 04.6
 QF1907
 QF1907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1907!SPC ME E     -   0.99998288  x   0.99993731  =   0.99992020
 QF1907!UTM  19      -   0.99998288  x   0.99970840  =   0.99969129
 QF1907
 QF1907|---------------------------------------------------------------------|
 QF1907| PID    Reference Object                     Distance      Geod. Az  |
 QF1907|                                                           dddmmss.s |
 QF1907| QF1965 REFERENCE MON 17                     98.148 METERS 05211     |
 QF1907| QF1906 NORTH STUMP IBC                      79.352 METERS 11037     |
 QF1907| QF1908 BIRCH TABLET IBC                     15.615 METERS 24629     |
 QF1907| QF1969 NESS 2 IBC                          476.090 METERS 3300727.2 |
 QF1907| QF1966 WILLOWS 2 IBC                       APPROX. 0.6 KM 3481216.9 |
 QF1907|---------------------------------------------------------------------|
 QF1907
 QF1907                          SUPERSEDED SURVEY CONTROL
 QF1907
 QF1907  NAD 83(1992)-  45 51 07.80959(N)    067 47 25.76919(W) AD(       ) 3
 QF1907  NAD 83(1986)-  45 51 07.80493(N)    067 47 25.77233(W) AD(       ) 3
 QF1907  NAD 27      -  45 51 07.60933(N)    067 47 27.75070(W) AD(       ) 3
 QF1907
 QF1907.Superseded values are not recommended for survey control.
 QF1907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1907.See file dsdata.txt to determine how the superseded data were derived.
 QF1907
 QF1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9390478334(NAD 83)
 QF1907_MARKER: Z = SEE DESCRIPTION
 QF1907_SETTING: 0 = UNSPECIFIED SETTING
 QF1907
 QF1907  HISTORY     - Date     Condition        Report By
 QF1907  HISTORY     - 1912     MONUMENTED       IBC
 QF1907  HISTORY     - 1946     GOOD             IBC
 QF1907  HISTORY     - 1972     GOOD             IBC
 QF1907
 QF1907                          STATION DESCRIPTION
 QF1907
 QF1907'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (JEM)
 QF1907'ON MONUMENT BROOK ABOUT 2 MILES ABOVE NORTH LAKE.  THE STATION IS ON
 QF1907'THE BANK OF THE BROOK, AT THE FOOT OF THE SLOPE OF THE HIGH LAND.  AT
 QF1907'THIS POINT THE HIGHLANDS CLOSE IN ON EITHER SIDE OF THE BROOK, MAKING
 QF1907'A NARROW VALLEY FOR 1/2 MILE DOWNSTREAM.  ONE OF THE
 QF1907'OLD---COLLIER---LUMBER CAMPS IS ON THE CANADIAN SHORE OPPOSITE THE
 QF1907'STATION.
 QF1907'
 QF1907'STATION MARK IS A BOUNDARY REFERENCE POST SET IN A CONCRETE BASE.
 QF1907
 QF1907                          STATION RECOVERY (1946)
 QF1907
 QF1907'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF1907'STATION IS 15 FEET INSIDE THE TREE LINE WHICH IS AT THE EDGE OF HIGH
 QF1907'WATER.  TWO HUGE YELLOW BIRCHES, ONE OF THEM DEAD, ARE ON THE BANK
 QF1907'JUST OUTSIDE THE STATION.
 QF1907
 QF1907                          STATION RECOVERY (1972)
 QF1907
 QF1907'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1907'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1965 ***********************************************************************
 QF1965  DESIGNATION -  REFERENCE MON 17
 QF1965  PID         -  QF1965
 QF1965  STATE/COUNTY-  ME/AROOSTOOK
 QF1965  USGS QUAD   -  ORIENT (1989)
 QF1965
 QF1965                         *CURRENT SURVEY CONTROL
 QF1965  ___________________________________________________________________
 QF1965* NAD 83(1996)-  45 51 09.76066(N)    067 47 22.17572(W)     ADJUSTED  
 QF1965* NAVD 88     -       134.     (meters)     440.     (feet)  SCALED    
 QF1965  ___________________________________________________________________
 QF1965  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 QF1965  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 QF1965
 QF1965  HORZ ORDER  -  THIRD
 QF1965
 QF1965.The horizontal coordinates were established by classical geodetic methods
 QF1965.and adjusted by the National Geodetic Survey in March 1998..
 QF1965
 QF1965.The orthometric height was scaled from a topographic map.
 QF1965
 QF1965.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1965
 QF1965.The geoid height was determined by GEOID03.
 QF1965
 QF1965;                    North         East     Units Scale Factor Converg.
 QF1965;SPC ME E     -   243,149.970   355,178.492   MT  0.99993742   +0 30 35.4
 QF1965;UTM  19      - 5,078,395.341   593,980.536   MT  0.99970858   +0 52 07.2
 QF1965
 QF1965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1965!SPC ME E     -   0.99998273  x   0.99993742  =   0.99992015
 QF1965!UTM  19      -   0.99998273  x   0.99970858  =   0.99969131
 QF1965
 QF1965|---------------------------------------------------------------------|
 QF1965| PID    Reference Object                     Distance      Geod. Az  |
 QF1965|                                                           dddmmss.s |
 QF1965| QF1907 REFERENCE MON 16=BIRCH               98.148 METERS 23211     |
 QF1965| QF1969 NESS 2 IBC                          472.645 METERS 3181522.4 |
 QF1965| QF1966 WILLOWS 2 IBC                       APPROX. 0.6 KM 3390204.3 |
 QF1965|---------------------------------------------------------------------|
 QF1965
 QF1965                          SUPERSEDED SURVEY CONTROL
 QF1965
 QF1965  NAD 83(1992)-  45 51 09.75842(N)    067 47 22.17513(W) AD(       ) 3
 QF1965  NAD 83(1986)-  45 51 09.75373(N)    067 47 22.17832(W) AD(       ) 3
 QF1965  NAD 27      -  45 51 09.55800(N)    067 47 24.15700(W) AD(       ) 3
 QF1965
 QF1965.Superseded values are not recommended for survey control.
 QF1965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1965.See file dsdata.txt to determine how the superseded data were derived.
 QF1965
 QF1965_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9398178395(NAD 83)
 QF1965_MARKER: Z = SEE DESCRIPTION
 QF1965_SETTING: 0 = UNSPECIFIED SETTING
 QF1965
 QF1965  HISTORY     - Date     Condition        Report By
 QF1965  HISTORY     - 1912     MONUMENTED       IBC
 QF1965  HISTORY     - 1972     GOOD             IBC
 QF1965
 QF1965                          STATION DESCRIPTION
 QF1965
 QF1965'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (JEM)
 QF1965'ABOUT 49 METERS FROM THE BED OF MONUMENT BROOK, BUT 3 FEET INSIDE THE
 QF1965'HIGH - WATER LINE AND 8 FEET OUTSIDE THE TREE LINE OF THE SWAMP AT
 QF1965'EDGE OF MARSH GRASS, AND 2 MILES UPSTREAM FROM NORTH LAKE.  IT IS
 QF1965'OPPOSITE REFERENCE MONUMENT 16, JUST ABOVE AN OLD COLLIER LUMBER
 QF1965'CAMP, 150 FEET UPSTREAM FROM A BRUSHY POINT, AND 100 FEET BELOW THE
 QF1965'UPSTREAM END OF THE TREES ON S SIDE OF THE BAY ABOVE THE STATION AT
 QF1965'HIGH WATER.  IN 1955, STATION WAS 150 FEET UPSTREAM FROM AN OPEN
 QF1965'CAMPSITE.
 QF1965'
 QF1965'STATION MARK IS A BOUNDARY REFERENCE POST SET IN A DRILL HOLE IN A
 QF1965'ROCK ABOUT 4 FEET BY 4 FEET.
 QF1965
 QF1965                          STATION RECOVERY (1972)
 QF1965
 QF1965'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1965'THIS MONUMENT WAS RECOVERED AS DESCRIBED BY NWS IN 1955.  A PINE, 3
 QF1965'FEET IN DIAMETER, IS 30 FEET EAST OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1261 ***********************************************************************
 QF1261  DESIGNATION -  REFERENCE MON 170
 QF1261  PID         -  QF1261
 QF1261  STATE/COUNTY-  ME/WASHINGTON
 QF1261  USGS QUAD   -  KELLEYLAND (1988)
 QF1261
 QF1261                         *CURRENT SURVEY CONTROL
 QF1261  ___________________________________________________________________
 QF1261* NAD 83(1996)-  45 21 26.95962(N)    067 25 35.81102(W)     ADJUSTED  
 QF1261* NAVD 88     -        64.     (meters)     210.     (feet)  SCALED    
 QF1261  ___________________________________________________________________
 QF1261  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 QF1261  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 QF1261
 QF1261  HORZ ORDER  -  THIRD
 QF1261
 QF1261.The horizontal coordinates were established by classical geodetic methods
 QF1261.and adjusted by the National Geodetic Survey in March 1998..
 QF1261
 QF1261.The orthometric height was scaled from a topographic map.
 QF1261
 QF1261.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1261
 QF1261.The geoid height was determined by GEOID03.
 QF1261
 QF1261;                    North         East     Units Scale Factor Converg.
 QF1261;SPC ME E     -   188,429.674   384,096.674   MT  0.99998693   +0 45 49.5
 QF1261;UTM  19      - 5,023,868.166   623,233.151   MT  0.99978672   +1 07 10.6
 QF1261
 QF1261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1261!SPC ME E     -   0.99999370  x   0.99998693  =   0.99998063
 QF1261!UTM  19      -   0.99999370  x   0.99978672  =   0.99978042
 QF1261
 QF1261                          SUPERSEDED SURVEY CONTROL
 QF1261
 QF1261  NAD 83(1992)-  45 21 26.95777(N)    067 25 35.81050(W) AD(       ) 3
 QF1261  NAD 83(1986)-  45 21 26.96174(N)    067 25 35.81831(W) AD(       ) 3
 QF1261  NAD 27      -  45 21 26.70800(N)    067 25 37.82000(W) AD(       ) 3
 QF1261
 QF1261.Superseded values are not recommended for survey control.
 QF1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1261.See file dsdata.txt to determine how the superseded data were derived.
 QF1261
 QF1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2323323868(NAD 83)
 QF1261_MARKER: Z = SEE DESCRIPTION
 QF1261_SETTING: 80 = SET IN A BOULDER
 QF1261_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF1261
 QF1261  HISTORY     - Date     Condition        Report By
 QF1261  HISTORY     - 1917     MONUMENTED       IBC
 QF1261
 QF1261                          STATION DESCRIPTION
 QF1261
 QF1261'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (NWS)
 QF1261'ON THE W BANK OF THE ST CROIX RIVER, IN THE BEND OF THE RIVER, 5/8
 QF1261'MILE ABOVE KING BROOK, AND OPPOSITE REFERENCE MONUMENT 169.  THE
 QF1261'STATION IS ABOUT 25 METERS FROM THE WATER AND 3 METERS ABOVE IT.
 QF1261'
 QF1261'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE POST
 QF1261'SET IN A DRILL HOLE IN A ROCK 1.5 METERS SQUARE AND 1.2 METERS ABOVE
 QF1261'THE GROUND.  A CROWN OF CEMENT IS PLACED ON TOP OF THE ROCK AROUND
 QF1261'THE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1115 ***********************************************************************
 QF1115  DESIGNATION -  REFERENCE MON 170A=COR
 QF1115  PID         -  QF1115
 QF1115  STATE/COUNTY-  ME/WASHINGTON
 QF1115  USGS QUAD   -  KELLEYLAND (1988)
 QF1115
 QF1115                         *CURRENT SURVEY CONTROL
 QF1115  ___________________________________________________________________
 QF1115* NAD 83(1996)-  45 21 06.63542(N)    067 25 47.14100(W)     ADJUSTED  
 QF1115* NAVD 88     -        60.     (meters)     197.     (feet)  SCALED    
 QF1115  ___________________________________________________________________
 QF1115  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 QF1115  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 QF1115
 QF1115  HORZ ORDER  -  THIRD
 QF1115
 QF1115.The horizontal coordinates were established by classical geodetic methods
 QF1115.and adjusted by the National Geodetic Survey in March 1998..
 QF1115
 QF1115.The orthometric height was scaled from a topographic map.
 QF1115
 QF1115.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1115
 QF1115.The geoid height was determined by GEOID03.
 QF1115
 QF1115;                    North         East     Units Scale Factor Converg.
 QF1115;SPC ME E     -   187,799.010   383,858.437   MT  0.99998644   +0 45 41.2
 QF1115;UTM  19      - 5,023,236.161   622,998.883   MT  0.99978601   +1 07 02.1
 QF1115
 QF1115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1115!SPC ME E     -   0.99999432  x   0.99998644  =   0.99998076
 QF1115!UTM  19      -   0.99999432  x   0.99978601  =   0.99978034
 QF1115
 QF1115                          SUPERSEDED SURVEY CONTROL
 QF1115
 QF1115  NAD 83(1992)-  45 21 06.63383(N)    067 25 47.14029(W) AD(       ) 3
 QF1115  NAD 83(1986)-  45 21 06.63781(N)    067 25 47.14801(W) AD(       ) 3
 QF1115  NAD 27      -  45 21 06.38100(N)    067 25 49.14500(W) AD(       ) 3
 QF1115
 QF1115.Superseded values are not recommended for survey control.
 QF1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1115.See file dsdata.txt to determine how the superseded data were derived.
 QF1115
 QF1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2299923236(NAD 83)
 QF1115_MARKER: DH = HORIZONTAL CONTROL DISK
 QF1115_SETTING: 80 = SET IN A BOULDER
 QF1115_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF1115
 QF1115  HISTORY     - Date     Condition        Report By
 QF1115  HISTORY     - 1921     MONUMENTED       IBC
 QF1115
 QF1115                          STATION DESCRIPTION
 QF1115
 QF1115'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1921 (NWS)
 QF1115'ON THE W BANK OF THE ST CROIX RIVER, ABOUT 7/8 MILE ABOVE GLEASON
 QF1115'POINT ON THE LOWER SIDE OF A ROUNDING POINT OPPOSITE THE SECOND
 QF1115'GRASSY ISLAND OFF CORKIN FIELD, IN A ROCK 3 BY 4 FEET AND 5 FEET
 QF1115'HIGH.
 QF1115'
 QF1115'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE IN THE ROCK 3
 QF1115'METERS OUTSIDE THE SHORELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0549 ***********************************************************************
 SF0549  DESIGNATION -  REFERENCE MON 171 77
 SF0549  PID         -  SF0549
 SF0549  STATE/COUNTY-  ME/AROOSTOOK
 SF0549  USGS QUAD   -  ST FRANCIS (1985)
 SF0549
 SF0549                         *CURRENT SURVEY CONTROL
 SF0549  ___________________________________________________________________
 SF0549* NAD 83(1996)-  47 10 53.79661(N)    068 53 12.60129(W)     ADJUSTED  
 SF0549* NAVD 88     -       165.1    (meters)     542.     (feet)  VERTCON   
 SF0549  ___________________________________________________________________
 SF0549  LAPLACE CORR-           7.09  (seconds)                    DEFLEC99
 SF0549  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 SF0549
 SF0549  HORZ ORDER  -  SECOND
 SF0549
 SF0549.The horizontal coordinates were established by classical geodetic methods
 SF0549.and adjusted by the National Geodetic Survey in March 1998..
 SF0549
 SF0549.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0549
 SF0549.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0549
 SF0549.The geoid height was determined by GEOID03.
 SF0549
 SF0549;                    North         East     Units Scale Factor Converg.
 SF0549;SPC ME E     -   390,684.578   270,681.767   MT  0.99991056   -0 17 01.5
 SF0549;UTM  19      - 5,225,352.322   508,574.337   MT  0.99960090   +0 04 58.8
 SF0549
 SF0549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0549!SPC ME E     -   0.99997805  x   0.99991056  =   0.99988861
 SF0549!UTM  19      -   0.99997805  x   0.99960090  =   0.99957896
 SF0549
 SF0549|---------------------------------------------------------------------|
 SF0549| PID    Reference Object                     Distance      Geod. Az  |
 SF0549|                                                           dddmmss.s |
 SF0549| DA5605 REFERENCE MON 171 77 RM 2             5.583 METERS 04508     |
 SF0549| SF0556 ST FRANCIS CATH CH SPIRE            APPROX. 1.8 KM 2165155.8 |
 SF0549| SF0552 REFERENCE MON 172 77                377.599 METERS 22614     |
 SF0549| DA5604 REFERENCE MON 171 77 RM 1             5.404 METERS 31841     |
 SF0549|---------------------------------------------------------------------|
 SF0549
 SF0549                          SUPERSEDED SURVEY CONTROL
 SF0549
 SF0549  NAD 83(1992)-  47 10 53.78848(N)    068 53 12.59666(W) AD(       ) 2
 SF0549  NAD 83(1986)-  47 10 53.79675(N)    068 53 12.59268(W) AD(       ) 2
 SF0549  NAD 27      -  47 10 53.65917(N)    068 53 14.40363(W) AD(       ) 2
 SF0549  NGVD 29 (07/19/86)  165.2    (m)          542.     (f) VERT ANG       
 SF0549
 SF0549.Superseded values are not recommended for survey control.
 SF0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0549.See file dsdata.txt to determine how the superseded data were derived.
 SF0549
 SF0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN0857425352(NAD 83)
 SF0549_MARKER: DH = HORIZONTAL CONTROL DISK
 SF0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF0549_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF0549
 SF0549  HISTORY     - Date     Condition        Report By
 SF0549  HISTORY     - 1977     MONUMENTED       IBC
 SF0549
 SF0549                          STATION DESCRIPTION
 SF0549
 SF0549'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1977 (CRM)
 SF0549'THE MONUMENT IS LOCATED ABOUT 1 MILE NORTHEAST OF ST. FRANCIS, MAINE,
 SF0549'300 FEET SOUTHWEST OF THE NORTHEAST END OF SAVAGE AND JOHNSTON ISLAND,
 SF0549'75 FEET SOUTHEAST OF THE NORTHWEST HIGH WATER BANK OF THE ISLAND, AND
 SF0549'15 FEET NORTHEAST OF A GROUP OF FOUR TREES THAT ARE THE MOST
 SF0549'NORTHEASTERLY TREES ON THE ISLAND.
 SF0549'
 SF0549'THE REFERENCE MONUMENT, STAMPED ---171-77 US 1977--- IS A BRONZE,
 SF0549'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST
 SF0549'THAT IS 18 INCHES IN DIAMETER AND PROJECTS 6 INCHES.  IT IS 1.37
 SF0549'METERS NORTH OF A STEEL WITNESS POST WITH METAL SIGN ATTACHED.
 SF0549'
 SF0549'REFERENCE MARK 1, STAMPED ---171-77 US 1 1977--- IS A BRONZE,
 SF0549'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST
 SF0549'THAT IS 1 FOOT IN DIAMETER AND PROJECTS 4 INCHES.  IT IS 6.49 METERS
 SF0549'NORTHWEST OF THE WITNESS POST.
 SF0549'
 SF0549'REFERENCE MARK 2, STAMPED ---171-77 US 2 1977--- IS A BRONZE,
 SF0549'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST
 SF0549'THAT IS 1 FOOT IN DIAMETER AND PROJECTS 4 INCHES.  IT IS 6.60 METERS
 SF0549'NORTH-NORTHEAST OF THE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1143 ***********************************************************************
 QF1143  DESIGNATION -  REFERENCE MON 172
 QF1143  PID         -  QF1143
 QF1143  STATE/COUNTY-  ME/WASHINGTON
 QF1143  USGS QUAD   -  KELLEYLAND (1988)
 QF1143
 QF1143                         *CURRENT SURVEY CONTROL
 QF1143  ___________________________________________________________________
 QF1143* NAD 83(1996)-  45 20 27.71133(N)    067 25 55.81666(W)     ADJUSTED  
 QF1143* NAVD 88     -        60.     (meters)     197.     (feet)  SCALED    
 QF1143  ___________________________________________________________________
 QF1143  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 QF1143  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 QF1143
 QF1143  HORZ ORDER  -  THIRD
 QF1143
 QF1143.The horizontal coordinates were established by classical geodetic methods
 QF1143.and adjusted by the National Geodetic Survey in March 1998..
 QF1143
 QF1143.The orthometric height was scaled from a topographic map.
 QF1143
 QF1143.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1143
 QF1143.The geoid height was determined by GEOID03.
 QF1143
 QF1143;                    North         East     Units Scale Factor Converg.
 QF1143;SPC ME E     -   186,594.968   383,685.541   MT  0.99998608   +0 45 34.5
 QF1143;UTM  19      - 5,022,031.310   622,833.500   MT  0.99978551   +1 06 55.2
 QF1143
 QF1143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1143!SPC ME E     -   0.99999432  x   0.99998608  =   0.99998040
 QF1143!UTM  19      -   0.99999432  x   0.99978551  =   0.99977984
 QF1143
 QF1143                          SUPERSEDED SURVEY CONTROL
 QF1143
 QF1143  NAD 83(1992)-  45 20 27.71015(N)    067 25 55.81567(W) AD(       ) 3
 QF1143  NAD 83(1986)-  45 20 27.71417(N)    067 25 55.82321(W) AD(       ) 3
 QF1143  NAD 27      -  45 20 27.47200(N)    067 25 57.81300(W) AD(       ) 3
 QF1143
 QF1143.Superseded values are not recommended for survey control.
 QF1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1143.See file dsdata.txt to determine how the superseded data were derived.
 QF1143
 QF1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2283422031(NAD 83)
 QF1143_MARKER: Z = SEE DESCRIPTION
 QF1143_SETTING: 0 = UNSPECIFIED SETTING
 QF1143
 QF1143  HISTORY     - Date     Condition        Report By
 QF1143  HISTORY     - 1917     MONUMENTED       IBC
 QF1143
 QF1143                          STATION DESCRIPTION
 QF1143
 QF1143'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (NWS)
 QF1143'ON THE W BANK OF THE ST CROIX RIVER, ACROSS FROM GLEASON POINT,
 QF1143'OPPOSITE THE MCNICHOLLS GUIDE CAMP, AND JUST ABOVE THE END OF THE
 QF1143'ROAD FROM LAMBERT LAKE TO GLEASON POINT.
 QF1143'
 QF1143'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE POST
 QF1143'SET IN A CONCRETE BASE ABOUT 2 METERS FROM THE SHORELINE AND 2 METERS
 QF1143'ABOVE NORMAL WATER LEVEL, IN THICK BRUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0552 ***********************************************************************
 SF0552  DESIGNATION -  REFERENCE MON 172 77
 SF0552  PID         -  SF0552
 SF0552  STATE/COUNTY-  ME/AROOSTOOK
 SF0552  USGS QUAD   -  ST FRANCIS (1985)
 SF0552
 SF0552                         *CURRENT SURVEY CONTROL
 SF0552  ___________________________________________________________________
 SF0552* NAD 83(1996)-  47 10 45.33847(N)    068 53 25.55187(W)     ADJUSTED  
 SF0552* NAVD 88     -       166.3    (meters)     546.     (feet)  VERTCON   
 SF0552  ___________________________________________________________________
 SF0552  LAPLACE CORR-           7.16  (seconds)                    DEFLEC99
 SF0552  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 SF0552
 SF0552  HORZ ORDER  -  SECOND
 SF0552
 SF0552.The horizontal coordinates were established by classical geodetic methods
 SF0552.and adjusted by the National Geodetic Survey in March 1998..
 SF0552
 SF0552.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0552
 SF0552.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0552
 SF0552.The geoid height was determined by GEOID03.
 SF0552
 SF0552;                    North         East     Units Scale Factor Converg.
 SF0552;SPC ME E     -   390,424.759   270,407.815   MT  0.99991076   -0 17 11.0
 SF0552;UTM  19      - 5,225,090.836   508,302.138   MT  0.99960085   +0 04 49.3
 SF0552
 SF0552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0552!SPC ME E     -   0.99997786  x   0.99991076  =   0.99988862
 SF0552!UTM  19      -   0.99997786  x   0.99960085  =   0.99957872
 SF0552
 SF0552:                Primary Azimuth Mark                     Grid Az
 SF0552:SPC ME E     -  REFERENCE MON C 106 77                   017 33 28.5
 SF0552:UTM  19      -  REFERENCE MON C 106 77                   017 11 28.2
 SF0552
 SF0552|---------------------------------------------------------------------|
 SF0552| PID    Reference Object                     Distance      Geod. Az  |
 SF0552|                                                           dddmmss.s |
 SF0552| SF0551 REFERENCE MON C 106 77              450.493 METERS 0171617.5 |
 SF0552| SF0549 REFERENCE MON 171 77                377.599 METERS 04614     |
 SF0552| DA5606 REFERENCE MON 172 77 RM 1             4.851 METERS 15331     |
 SF0552| SF0555 REFERENCE MON S 114 77              APPROX. 0.8 KM 2415543.6 |
 SF0552| DA5607 REFERENCE MON 172 77 RM 2             4.467 METERS 30926     |
 SF0552| SF0554 REFERENCE MON 173 77                291.867 METERS 34414     |
 SF0552|---------------------------------------------------------------------|
 SF0552
 SF0552                          SUPERSEDED SURVEY CONTROL
 SF0552
 SF0552  NAD 83(1992)-  47 10 45.33031(N)    068 53 25.54718(W) AD(       ) 2
 SF0552  NAD 83(1986)-  47 10 45.33859(N)    068 53 25.54322(W) AD(       ) 2
 SF0552  NAD 27      -  47 10 45.20103(N)    068 53 27.35372(W) AD(       ) 2
 SF0552  NGVD 29 (07/19/86)  166.4    (m)          546.     (f) VERT ANG       
 SF0552
 SF0552.Superseded values are not recommended for survey control.
 SF0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0552.See file dsdata.txt to determine how the superseded data were derived.
 SF0552
 SF0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN0830225091(NAD 83)
 SF0552_MARKER: DH = HORIZONTAL CONTROL DISK
 SF0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF0552_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF0552
 SF0552  HISTORY     - Date     Condition        Report By
 SF0552  HISTORY     - 1977     MONUMENTED       IBC
 SF0552
 SF0552                          STATION DESCRIPTION
 SF0552
 SF0552'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1977 (CRM)
 SF0552'THE MONUMENT IS LOCATED ABOUT 3/4 MILE NORTH-NORTHEAST OF ST. FRANCIS,
 SF0552'MAINE, 200 FEET NORTHEAST OF THE SOUTHWEST END OF SAVAGE AND JOHNSTON
 SF0552'ISLAND, 200 FEET SOUTHEAST OF THE NORTHWEST SHORE OF THE ISLAND, AND
 SF0552'IN THE BRUSH LINE AT THE SOUTHEAST EDGE OF A CULTIVATED FIELD.
 SF0552'
 SF0552'THE REFERENCE MONUMENT, STAMPED ---172-77 US 1977--- IS A BRONZE,
 SF0552'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST
 SF0552'THAT IS 18 INCHES IN DIAMETER AND PROJECTS 8 INCHES. IT IS 1.94 METERS
 SF0552'WEST-NORTHWEST OF A STEEL WITNESS POST WITH METAL SIGN ATTACHED.
 SF0552'
 SF0552'REFERENCE MARK 1, STAMPED ---172-77 US 1 1977--- IS A BRONZE,
 SF0552'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST
 SF0552'THAT IS 1 FOOT IN DIAMETER AND PROJECTS 3 INCHES.  IT IS 3.16 METERS
 SF0552'SOUTH-SOUTHEAST OF THE WITNESS POST.
 SF0552'
 SF0552'REFERENCE MARK 2, STAMPED ---172-77 US 2 1977--- IS A BRONZE,
 SF0552'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST
 SF0552'THAT IS 1 FOOT IN DIAMETER AND PROJECTS 8 INCHES.  IT IS 6.40 METERS
 SF0552'WEST-NORTHWEST OF THE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0554 ***********************************************************************
 SF0554  DESIGNATION -  REFERENCE MON 173 77
 SF0554  PID         -  SF0554
 SF0554  STATE/COUNTY-  ME/AROOSTOOK
 SF0554  USGS QUAD   -  ST FRANCIS (1985)
 SF0554
 SF0554                         *CURRENT SURVEY CONTROL
 SF0554  ___________________________________________________________________
 SF0554* NAD 83(1996)-  47 10 54.43413(N)    068 53 29.31778(W)     ADJUSTED  
 SF0554* NAVD 88     -       166.5    (meters)     546.     (feet)  VERTCON   
 SF0554  ___________________________________________________________________
 SF0554  LAPLACE CORR-           6.95  (seconds)                    DEFLEC99
 SF0554  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 SF0554
 SF0554  HORZ ORDER  -  SECOND
 SF0554
 SF0554.The horizontal coordinates were established by classical geodetic methods
 SF0554.and adjusted by the National Geodetic Survey in March 1998..
 SF0554
 SF0554.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0554
 SF0554.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0554
 SF0554.The geoid height was determined by GEOID03.
 SF0554
 SF0554;                    North         East     Units Scale Factor Converg.
 SF0554;SPC ME E     -   390,706.017   270,329.936   MT  0.99991082   -0 17 13.8
 SF0554;UTM  19      - 5,225,371.503   508,222.485   MT  0.99960083   +0 04 46.6
 SF0554
 SF0554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0554!SPC ME E     -   0.99997783  x   0.99991082  =   0.99988865
 SF0554!UTM  19      -   0.99997783  x   0.99960083  =   0.99957867
 SF0554
 SF0554|---------------------------------------------------------------------|
 SF0554| PID    Reference Object                     Distance      Geod. Az  |
 SF0554|                                                           dddmmss.s |
 SF0554| SF0551 REFERENCE MON C 106 77              260.143 METERS 05459     |
 SF0554| SF0549 REFERENCE MON 171 77                352.515 METERS 09312     |
 SF0554| DA5608 REFERENCE MON 173 77 RM 1             4.646 METERS 10950     |
 SF0554| SF0552 REFERENCE MON 172 77                291.867 METERS 16414     |
 SF0554| DA5609 REFERENCE MON 173 77 RM 2             4.896 METERS 23811     |
 SF0554|---------------------------------------------------------------------|
 SF0554
 SF0554                          SUPERSEDED SURVEY CONTROL
 SF0554
 SF0554  NAD 83(1992)-  47 10 54.42596(N)    068 53 29.31314(W) AD(       ) 2
 SF0554  NAD 83(1986)-  47 10 54.43424(N)    068 53 29.30916(W) AD(       ) 2
 SF0554  NAD 27      -  47 10 54.29668(N)    068 53 31.11950(W) AD(       ) 2
 SF0554  NGVD 29 (07/19/86)  166.6    (m)          547.     (f) VERT ANG       
 SF0554
 SF0554.Superseded values are not recommended for survey control.
 SF0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0554.See file dsdata.txt to determine how the superseded data were derived.
 SF0554
 SF0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN0822225372(NAD 83)
 SF0554_MARKER: DH = HORIZONTAL CONTROL DISK
 SF0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF0554_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF0554
 SF0554  HISTORY     - Date     Condition        Report By
 SF0554  HISTORY     - 1977     MONUMENTED       IBC
 SF0554
 SF0554                          STATION DESCRIPTION
 SF0554
 SF0554'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1977 (CRM)
 SF0554'THE MONUMENT IS LOCATED ABOUT 3/4 MILE NORTH OF ST. FRANCIS, MAINE AND
 SF0554'ON THE NORTHEAST END OF GREWS ISLAND.
 SF0554'
 SF0554'THE REFERENCE MONUMENT, STAMPED ---173-77 US 1977--- IS A BRONZE,
 SF0554'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST
 SF0554'THAT IS 18 INCHES IN DIAMETER AND PROJECTS 1 FOOT.  IT IS 6.6 METERS
 SF0554'NORTHWEST OF THE RIVER BANK AND 1.48 METERS WEST-NORTHWEST OF A STEEL
 SF0554'WITNESS POST WITH METAL SIGN ATTACHED.
 SF0554'
 SF0554'REFERENCE MARK 1, STAMPED ---173-77 US 1 1977--- IS A BRONZE,
 SF0554'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN THE APPROXIMATE CENTER
 SF0554'OF THE CONCRETE BASE FOR OLD REFERENCE MONUMENT 173.  THE CONCRETE
 SF0554'BASE IS 3-FEET SQUARE AND RENEWED 1917 AND US NO 173 ARE INSCRIBED
 SF0554'IN IT.  THE MARK IS 3.22 METERS EAST OF THE WITNESS POST.
 SF0554'
 SF0554'REFERENCE MARK 2, STAMPED ---173-77 US 2 1977--- IS A BRONZE,
 SF0554'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST
 SF0554'THAT IS 1 FOOT IN DIAMETER AND PROJECTS 6 INCHES.  IT IS 5.63 METERS
 SF0554'WEST-SOUTHWEST OF THE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1171 ***********************************************************************
 QF1171  DESIGNATION -  REFERENCE MON 174
 QF1171  PID         -  QF1171
 QF1171  STATE/COUNTY-  ME/WASHINGTON
 QF1171  USGS QUAD   -  KELLEYLAND (1988)
 QF1171
 QF1171                         *CURRENT SURVEY CONTROL
 QF1171  ___________________________________________________________________
 QF1171* NAD 83(1996)-  45 19 43.74860(N)    067 27 07.09864(W)     ADJUSTED  
 QF1171* NAVD 88     -        60.     (meters)     197.     (feet)  SCALED    
 QF1171  ___________________________________________________________________
 QF1171  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 QF1171  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 QF1171
 QF1171  HORZ ORDER  -  THIRD
 QF1171
 QF1171.The horizontal coordinates were established by classical geodetic methods
 QF1171.and adjusted by the National Geodetic Survey in March 1998..
 QF1171
 QF1171.The orthometric height was scaled from a topographic map.
 QF1171
 QF1171.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1171
 QF1171.The geoid height was determined by GEOID03.
 QF1171
 QF1171;                    North         East     Units Scale Factor Converg.
 QF1171;SPC ME E     -   185,217.517   382,151.434   MT  0.99998295   +0 44 43.3
 QF1171;UTM  19      - 5,020,644.640   621,308.281   MT  0.99978093   +1 06 03.7
 QF1171
 QF1171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1171!SPC ME E     -   0.99999433  x   0.99998295  =   0.99997728
 QF1171!UTM  19      -   0.99999433  x   0.99978093  =   0.99977526
 QF1171
 QF1171                          SUPERSEDED SURVEY CONTROL
 QF1171
 QF1171  NAD 83(1992)-  45 19 43.74476(N)    067 27 07.09932(W) AD(       ) 3
 QF1171  NAD 83(1986)-  45 19 43.74815(N)    067 27 07.10694(W) AD(       ) 3
 QF1171  NAD 27      -  45 19 43.48400(N)    067 27 09.08900(W) AD(       ) 3
 QF1171
 QF1171.Superseded values are not recommended for survey control.
 QF1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1171.See file dsdata.txt to determine how the superseded data were derived.
 QF1171
 QF1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2130820645(NAD 83)
 QF1171_MARKER: Z = SEE DESCRIPTION
 QF1171_SETTING: 80 = SET IN A BOULDER
 QF1171_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF1171
 QF1171  HISTORY     - Date     Condition        Report By
 QF1171  HISTORY     - 1917     MONUMENTED       IBC
 QF1171
 QF1171                          STATION DESCRIPTION
 QF1171
 QF1171'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (NWS)
 QF1171'ON THE W SIDE OF THE ST CROIX RIVER, OPPOSITE CLARK POINT, ABOUT
 QF1171'90 METERS UPSTREAM FROM THE OLD DOCK ON THE OPPOSITE SHORE, AND
 QF1171'ABOUT 4.5 METERS INSHORE.  IT IS IN A ROCK AT EDGE OF A ROCK CRIB
 QF1171'WHICH IS PART OF A ROCKY LEDGE RUNNING PERPENDICULAR TO THE RIVERS
 QF1171'COURSE.
 QF1171'
 QF1171'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE POST
 QF1171'SET IN A DRILL HOLE IN THE PYRAMIDAL - SHAPED ROCK 3 FEET IN
 QF1171'DIAMETER AND 2 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1193 ***********************************************************************
 QF1193  DESIGNATION -  REFERENCE MON 176
 QF1193  PID         -  QF1193
 QF1193  STATE/COUNTY-  ME/WASHINGTON
 QF1193  USGS QUAD   -  KELLEYLAND (1988)
 QF1193
 QF1193                         *CURRENT SURVEY CONTROL
 QF1193  ___________________________________________________________________
 QF1193* NAD 83(1996)-  45 18 12.68931(N)    067 27 35.16637(W)     ADJUSTED  
 QF1193* NAVD 88     -        60.     (meters)     197.     (feet)  SCALED    
 QF1193  ___________________________________________________________________
 QF1193  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 QF1193  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 QF1193
 QF1193  HORZ ORDER  -  THIRD
 QF1193
 QF1193.The horizontal coordinates were established by classical geodetic methods
 QF1193.and adjusted by the National Geodetic Survey in March 1998..
 QF1193
 QF1193.The orthometric height was scaled from a topographic map.
 QF1193
 QF1193.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1193
 QF1193.The geoid height was determined by GEOID03.
 QF1193
 QF1193;                    North         East     Units Scale Factor Converg.
 QF1193;SPC ME E     -   182,398.730   381,576.574   MT  0.99998180   +0 44 22.1
 QF1193;UTM  19      - 5,017,822.911   620,751.039   MT  0.99977928   +1 05 42.0
 QF1193
 QF1193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1193!SPC ME E     -   0.99999433  x   0.99998180  =   0.99997613
 QF1193!UTM  19      -   0.99999433  x   0.99977928  =   0.99977361
 QF1193
 QF1193                          SUPERSEDED SURVEY CONTROL
 QF1193
 QF1193  NAD 83(1992)-  45 18 12.68584(N)    067 27 35.16659(W) AD(       ) 3
 QF1193  NAD 83(1986)-  45 18 12.68919(N)    067 27 35.17388(W) AD(       ) 3
 QF1193  NAD 27      -  45 18 12.41900(N)    067 27 37.16000(W) AD(       ) 3
 QF1193
 QF1193.Superseded values are not recommended for survey control.
 QF1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1193.See file dsdata.txt to determine how the superseded data were derived.
 QF1193
 QF1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2075117823(NAD 83)
 QF1193_MARKER: Z = SEE DESCRIPTION
 QF1193_SETTING: 66 = SET IN ROCK OUTCROP
 QF1193
 QF1193  HISTORY     - Date     Condition        Report By
 QF1193  HISTORY     - 1917     MONUMENTED       IBC
 QF1193
 QF1193                          STATION DESCRIPTION
 QF1193
 QF1193'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (NWS)
 QF1193'ON THE W BANK OF THE ST CROIX RIVER, ABOUT 2 MILES BELOW THE POMEROY
 QF1193'RIDGE ROAD AT CLARK POINT, ABOUT 3/8 MILE BELOW THE MOUTH OF ENOCH
 QF1193'BROOK, NEAR THE HEAD OF KINDRIC RIPS.  THE STATION IS ABOUT 75 METERS
 QF1193'DOWNSTREAM FROM A SMALL ISLAND, ABOUT 110 METERS ABOVE THE ENTRANCE
 QF1193'TO THE W CHANNEL OF THE RIVER, AND IS OPPOSITE REFERENCE MONUMENT
 QF1193'175.
 QF1193'
 QF1193'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE POST
 QF1193'SET IN LEDGE ROCK 1 FOOT INSHORE AND 4 FEET ABOVE THE WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1273 ***********************************************************************
 QF1273  DESIGNATION -  REFERENCE MON 178
 QF1273  PID         -  QF1273
 QF1273  STATE/COUNTY-  ME/WASHINGTON
 QF1273  USGS QUAD   -  KELLEYLAND (1988)
 QF1273
 QF1273                         *CURRENT SURVEY CONTROL
 QF1273  ___________________________________________________________________
 QF1273* NAD 83(1996)-  45 17 37.06761(N)    067 28 02.36812(W)     ADJUSTED  
 QF1273* NAVD 88     -        60.     (meters)     197.     (feet)  SCALED    
 QF1273  ___________________________________________________________________
 QF1273  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 QF1273  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 QF1273
 QF1273  HORZ ORDER  -  THIRD
 QF1273
 QF1273.The horizontal coordinates were established by classical geodetic methods
 QF1273.and adjusted by the National Geodetic Survey in March 1998..
 QF1273
 QF1273.The orthometric height was scaled from a topographic map.
 QF1273
 QF1273.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1273
 QF1273.The geoid height was determined by GEOID03.
 QF1273
 QF1273;                    North         East     Units Scale Factor Converg.
 QF1273;SPC ME E     -   181,291.524   380,998.107   MT  0.99998064   +0 44 02.3
 QF1273;UTM  19      - 5,016,712.362   620,179.568   MT  0.99977758   +1 05 22.0
 QF1273
 QF1273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1273!SPC ME E     -   0.99999433  x   0.99998064  =   0.99997497
 QF1273!UTM  19      -   0.99999433  x   0.99977758  =   0.99977191
 QF1273
 QF1273                          SUPERSEDED SURVEY CONTROL
 QF1273
 QF1273  NAD 83(1992)-  45 17 37.06439(N)    067 28 02.36742(W) AD(       ) 3
 QF1273  NAD 83(1986)-  45 17 37.06772(N)    067 28 02.37452(W) AD(       ) 3
 QF1273  NAD 27      -  45 17 36.79900(N)    067 28 04.37100(W) AD(       ) 3
 QF1273
 QF1273.Superseded values are not recommended for survey control.
 QF1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1273.See file dsdata.txt to determine how the superseded data were derived.
 QF1273
 QF1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2018016712(NAD 83)
 QF1273_MARKER: Z = SEE DESCRIPTION
 QF1273_SETTING: 66 = SET IN ROCK OUTCROP
 QF1273
 QF1273  HISTORY     - Date     Condition        Report By
 QF1273  HISTORY     - 1917     MONUMENTED       IBC
 QF1273
 QF1273                          STATION DESCRIPTION
 QF1273
 QF1273'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (NWS)
 QF1273'IN THE ST CROIX RIVER, ON AN ISLAND AT THE BRINK OF SPEDNIK FALLS
 QF1273'WHICH ARE ABOUT 2-3/4 MILES ABOVE GRAND FALLS DAM, AT THE HEAD OF THE
 QF1273'BACKWATER FROM THAT DAM.
 QF1273'
 QF1273'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE POST
 QF1273'SET IN A DRILL HOLE IN THE SECOND ROCKY LEDGE BACK FROM THE END OF
 QF1273'THE ISLAND AND ABOUT 4.5 METERS FROM THE EXTREME END OF THE LEDGE.  A
 QF1273'BRONZE DISK IS SET IN THE ROCK S 38 DEGREES 09 MINUTES W, 5.47 METERS
 QF1273'FROM THE STATION.  THIS IS STATION---SPEDNIC NORTH---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1279 ***********************************************************************
 QF1279  DESIGNATION -  REFERENCE MON 180
 QF1279  PID         -  QF1279
 QF1279  STATE/COUNTY-  ME/WASHINGTON
 QF1279  USGS QUAD   -  KELLEYLAND (1988)
 QF1279
 QF1279                         *CURRENT SURVEY CONTROL
 QF1279  ___________________________________________________________________
 QF1279* NAD 83(1996)-  45 17 13.43927(N)    067 29 13.98123(W)     ADJUSTED  
 QF1279* NAVD 88     -        60.     (meters)     197.     (feet)  SCALED    
 QF1279  ___________________________________________________________________
 QF1279  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 QF1279  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 QF1279
 QF1279  HORZ ORDER  -  THIRD
 QF1279
 QF1279.The horizontal coordinates were established by classical geodetic methods
 QF1279.and adjusted by the National Geodetic Survey in March 1998..
 QF1279
 QF1279.The orthometric height was scaled from a topographic map.
 QF1279
 QF1279.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1279
 QF1279.The geoid height was determined by GEOID03.
 QF1279
 QF1279;                    North         East     Units Scale Factor Converg.
 QF1279;SPC ME E     -   180,542.359   379,446.997   MT  0.99997758   +0 43 11.1
 QF1279;UTM  19      - 5,015,953.744   618,633.450   MT  0.99977304   +1 04 30.6
 QF1279
 QF1279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1279!SPC ME E     -   0.99999433  x   0.99997758  =   0.99997191
 QF1279!UTM  19      -   0.99999433  x   0.99977304  =   0.99976737
 QF1279
 QF1279                          SUPERSEDED SURVEY CONTROL
 QF1279
 QF1279  NAD 83(1992)-  45 17 13.43545(N)    067 29 13.97964(W) AD(       ) 3
 QF1279  NAD 83(1986)-  45 17 13.43846(N)    067 29 13.98666(W) AD(       ) 3
 QF1279  NAD 27      -  45 17 13.16800(N)    067 29 15.98800(W) AD(       ) 3
 QF1279
 QF1279.Superseded values are not recommended for survey control.
 QF1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1279.See file dsdata.txt to determine how the superseded data were derived.
 QF1279
 QF1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL1863315954(NAD 83)
 QF1279_MARKER: Z = SEE DESCRIPTION
 QF1279_SETTING: 80 = SET IN A BOULDER
 QF1279_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF1279
 QF1279  HISTORY     - Date     Condition        Report By
 QF1279  HISTORY     - 1917     MONUMENTED       IBC
 QF1279
 QF1279                          STATION DESCRIPTION
 QF1279
 QF1279'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (NWS)
 QF1279'ON THE W SIDE OF ST CROIX RIVER, ABOUT 1 MILE BELOW SPEDNIK FALLS,
 QF1279'AND ABOUT 3/4 MILE ABOVE THE GRAND FALLS DAM, ON THE POINT THAT
 QF1279'FORMS THE W SHORE OF THE NARROWS IN THE BACKWATER FROM THE GRAND
 QF1279'FALLS DAM.
 QF1279'
 QF1279'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE
 QF1279'POST SET IN A DRILL HOLE IN A ROCK ABOUT 11 METERS FROM THE EDGE
 QF1279'OF AND 3 METERS ABOVE THE WATER, 5 FEET INSIDE LINE OF BUSHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1243 ***********************************************************************
 QF1243  DESIGNATION -  REFERENCE MON 182
 QF1243  PID         -  QF1243
 QF1243  STATE/COUNTY-  ME/WASHINGTON
 QF1243  USGS QUAD   -  KELLEYLAND (1988)
 QF1243
 QF1243                         *CURRENT SURVEY CONTROL
 QF1243  ___________________________________________________________________
 QF1243* NAD 83(1996)-  45 16 27.63920(N)    067 28 47.34455(W)     ADJUSTED  
 QF1243* NAVD 88     -        64.     (meters)     210.     (feet)  SCALED    
 QF1243  ___________________________________________________________________
 QF1243  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 QF1243  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 QF1243
 QF1243  HORZ ORDER  -  THIRD
 QF1243
 QF1243.The horizontal coordinates were established by classical geodetic methods
 QF1243.and adjusted by the National Geodetic Survey in March 1998..
 QF1243
 QF1243.The orthometric height was scaled from a topographic map.
 QF1243
 QF1243.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1243
 QF1243.The geoid height was determined by GEOID03.
 QF1243
 QF1243;                    North         East     Units Scale Factor Converg.
 QF1243;SPC ME E     -   179,135.905   380,045.300   MT  0.99997876   +0 43 29.5
 QF1243;UTM  19      - 5,014,551.315   619,240.341   MT  0.99977482   +1 04 48.7
 QF1243
 QF1243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1243!SPC ME E     -   0.99999370  x   0.99997876  =   0.99997246
 QF1243!UTM  19      -   0.99999370  x   0.99977482  =   0.99976852
 QF1243
 QF1243                          SUPERSEDED SURVEY CONTROL
 QF1243
 QF1243  NAD 83(1992)-  45 16 27.63539(N)    067 28 47.34300(W) AD(       ) 3
 QF1243  NAD 83(1986)-  45 16 27.63829(N)    067 28 47.34980(W) AD(       ) 3
 QF1243  NAD 27      -  45 16 27.34100(N)    067 28 49.33400(W) AD(       ) 3
 QF1243
 QF1243.Superseded values are not recommended for survey control.
 QF1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1243.See file dsdata.txt to determine how the superseded data were derived.
 QF1243
 QF1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL1924014551(NAD 83)
 QF1243_MARKER: Z = SEE DESCRIPTION
 QF1243_SETTING: 80 = SET IN A BOULDER
 QF1243_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF1243
 QF1243  HISTORY     - Date     Condition        Report By
 QF1243  HISTORY     - 1917     MONUMENTED       IBC
 QF1243
 QF1243                          STATION DESCRIPTION
 QF1243
 QF1243'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (NWS)
 QF1243'ON THE W SIDE OF THE ST CROIX RIVER, AT GRAND FALLS.  IT IS 37 METERS
 QF1243'UPSTREAM FROM THE UNITED STATES END OF THE DAM AND 16 METERS BACK
 QF1243'FROM THE EDGE OF THE BACKWATER FROM THE DAM, NEAR NW CORNER OF A
 QF1243'SMALL BUILDING.
 QF1243'
 QF1243'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE
 QF1243'POST SET IN A DRILL HOLE IN A ROCK FLUSH WITH THE GROUND.  IN SAME
 QF1243'ROCK IS A GUY WIRE FOR A POLE TOWARD THE DAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1227 ***********************************************************************
 QF1227  DESIGNATION -  REFERENCE MON 184
 QF1227  PID         -  QF1227
 QF1227  STATE/COUNTY-  ME/WASHINGTON
 QF1227  USGS QUAD   -  KELLEYLAND (1988)
 QF1227
 QF1227                         *CURRENT SURVEY CONTROL
 QF1227  ___________________________________________________________________
 QF1227* NAD 83(1996)-  45 16 13.48579(N)    067 28 34.10962(W)     ADJUSTED  
 QF1227* NAVD 88     -        54.     (meters)     177.     (feet)  SCALED    
 QF1227  ___________________________________________________________________
 QF1227  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 QF1227  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 QF1227
 QF1227  HORZ ORDER  -  THIRD
 QF1227
 QF1227.The horizontal coordinates were established by classical geodetic methods
 QF1227.and adjusted by the National Geodetic Survey in March 1998..
 QF1227
 QF1227.The orthometric height was scaled from a topographic map.
 QF1227
 QF1227.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1227
 QF1227.The geoid height was determined by GEOID03.
 QF1227
 QF1227;                    North         East     Units Scale Factor Converg.
 QF1227;SPC ME E     -   178,702.670   380,339.302   MT  0.99997933   +0 43 38.7
 QF1227;UTM  19      - 5,014,119.999   619,536.964   MT  0.99977569   +1 04 57.8
 QF1227
 QF1227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1227!SPC ME E     -   0.99999527  x   0.99997933  =   0.99997460
 QF1227!UTM  19      -   0.99999527  x   0.99977569  =   0.99977096
 QF1227
 QF1227                          SUPERSEDED SURVEY CONTROL
 QF1227
 QF1227  NAD 83(1992)-  45 16 13.48195(N)    067 28 34.10816(W) AD(       ) 3
 QF1227  NAD 83(1986)-  45 16 13.48478(N)    067 28 34.11489(W) AD(       ) 3
 QF1227  NAD 27      -  45 16 13.18000(N)    067 28 36.09400(W) AD(       ) 3
 QF1227
 QF1227.Superseded values are not recommended for survey control.
 QF1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1227.See file dsdata.txt to determine how the superseded data were derived.
 QF1227
 QF1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL1953714120(NAD 83)
 QF1227_MARKER: Z = SEE DESCRIPTION
 QF1227_SETTING: 66 = SET IN ROCK OUTCROP
 QF1227
 QF1227  HISTORY     - Date     Condition        Report By
 QF1227  HISTORY     - 1918     MONUMENTED       IBC
 QF1227
 QF1227                          STATION DESCRIPTION
 QF1227
 QF1227'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1918 (NWS)
 QF1227'ON THE E BANK OF THE ST CROIX RIVER, AT THE LOWER PITCH OF GRAND
 QF1227'FALLS, ABOUT 23 METERS BELOW THE SMALL DAM ACROSS THE BOUNDARY
 QF1227'CHANNEL, AND ABOUT 4.5 METERS BACK FROM AND 5.5 METERS ABOVE THE
 QF1227'WATER LINE.  IN 1955 IT WAS IN HEAVY BRUSH DIRECTLY ACROSS FROM N
 QF1227'END OF ISLAND.
 QF1227'
 QF1227'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE POST
 QF1227'SET IN A DRILL HOLE IN A OUTCROPPING LEDGE OF ROCK.
 QF1227'---GORGE---TRIANGULATION MARK (A BRONZE DISK) IS N 5 DEGREES 43
 QF1227'MINUTES E, 13.8 METERS DISTANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1063 ***********************************************************************
 QF1063  DESIGNATION -  REFERENCE MON 186
 QF1063  PID         -  QF1063
 QF1063  STATE/COUNTY-  ME/WASHINGTON
 QF1063  USGS QUAD   -  WOODLAND (1987)
 QF1063
 QF1063                         *CURRENT SURVEY CONTROL
 QF1063  ___________________________________________________________________
 QF1063* NAD 83(1996)-  45 14 29.05747(N)    067 27 29.08681(W)     ADJUSTED  
 QF1063* NAVD 88     -        30.     (meters)      98.     (feet)  SCALED    
 QF1063  ___________________________________________________________________
 QF1063  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 QF1063  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 QF1063
 QF1063  HORZ ORDER  -  THIRD
 QF1063
 QF1063.The horizontal coordinates were established by classical geodetic methods
 QF1063.and adjusted by the National Geodetic Survey in March 1998..
 QF1063
 QF1063.The orthometric height was scaled from a topographic map.
 QF1063
 QF1063.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1063
 QF1063.The geoid height was determined by GEOID03.
 QF1063
 QF1063;                    North         East     Units Scale Factor Converg.
 QF1063;SPC ME E     -   175,497.308   381,798.206   MT  0.99998224   +0 44 23.6
 QF1063;UTM  19      - 5,010,924.393   621,015.412   MT  0.99978007   +1 05 42.1
 QF1063
 QF1063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1063!SPC ME E     -   0.99999903  x   0.99998224  =   0.99998127
 QF1063!UTM  19      -   0.99999903  x   0.99978007  =   0.99977910
 QF1063
 QF1063                          SUPERSEDED SURVEY CONTROL
 QF1063
 QF1063  NAD 83(1992)-  45 14 29.05499(N)    067 27 29.08659(W) AD(       ) 3
 QF1063  NAD 83(1986)-  45 14 29.05800(N)    067 27 29.09322(W) AD(       ) 3
 QF1063  NAD 27      -  45 14 28.82700(N)    067 27 31.12400(W) AD(       ) 3
 QF1063
 QF1063.Superseded values are not recommended for survey control.
 QF1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1063.See file dsdata.txt to determine how the superseded data were derived.
 QF1063
 QF1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2101510924(NAD 83)
 QF1063_MARKER: Z = SEE DESCRIPTION
 QF1063_SETTING: 0 = UNSPECIFIED SETTING
 QF1063
 QF1063  HISTORY     - Date     Condition        Report By
 QF1063  HISTORY     - 1918     MONUMENTED       IBC
 QF1063
 QF1063                          STATION DESCRIPTION
 QF1063
 QF1063'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1918 (NWS)
 QF1063'ON THE W SHORE OF THE ST CROIX RIVER, ABOUT 2-3/4 MILES BELOW THE
 QF1063'GRAND FALLS DAM, ABOUT 1/4 MILE BELOW POMEROY LANDING ON THE OPPOSITE
 QF1063'SHORE, AND ABOUT 23 METERS UPSTREAM FROM A LITTLE JOG OR POINT IN
 QF1063'THE RIVERBANK.
 QF1063'
 QF1063'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE POST
 QF1063'SET IN A CONCRETE BASE ABOUT 6 METERS FROM THE SHORELINE.
 QF1063'---MAUREL---TRIANGULATION STAION MARK (A BRONZE DISK SET IN THE ROCK)
 QF1063'IS ABOUT 5 METERS N OF THE STATION NEAR THE SHORELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1004 ***********************************************************************
 QF1004  DESIGNATION -  REFERENCE MON 188
 QF1004  PID         -  QF1004
 QF1004  STATE/COUNTY-  ME/WASHINGTON
 QF1004  USGS QUAD   -  WOODLAND (1987)
 QF1004
 QF1004                         *CURRENT SURVEY CONTROL
 QF1004  ___________________________________________________________________
 QF1004* NAD 83(1996)-  45 13 17.78514(N)    067 26 15.41360(W)     ADJUSTED  
 QF1004* NAVD 88     -        30.     (meters)      98.     (feet)  SCALED    
 QF1004  ___________________________________________________________________
 QF1004  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 QF1004  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 QF1004
 QF1004  HORZ ORDER  -  THIRD
 QF1004
 QF1004.The horizontal coordinates were established by classical geodetic methods
 QF1004.and adjusted by the National Geodetic Survey in March 1998..
 QF1004
 QF1004.The orthometric height was scaled from a topographic map.
 QF1004
 QF1004.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1004
 QF1004.The geoid height was determined by GEOID03.
 QF1004
 QF1004;                    North         East     Units Scale Factor Converg.
 QF1004;SPC ME E     -   173,318.221   383,433.802   MT  0.99998557   +0 45 15.0
 QF1004;UTM  19      - 5,008,755.920   622,664.148   MT  0.99978501   +1 06 33.0
 QF1004
 QF1004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1004!SPC ME E     -   0.99999903  x   0.99998557  =   0.99998460
 QF1004!UTM  19      -   0.99999903  x   0.99978501  =   0.99978404
 QF1004
 QF1004|---------------------------------------------------------------------|
 QF1004| PID    Reference Object                     Distance      Geod. Az  |
 QF1004|                                                           dddmmss.s |
 QF1004| QF1001 REFERENCE MON 187                   170.342 METERS 03955     |
 QF1004| QF1000 TS M28 IBC                          APPROX. 0.6 KM 1602409.8 |
 QF1004| QF1006 TS M23 IBC                           55.659 METERS 21811     |
 QF1004|---------------------------------------------------------------------|
 QF1004
 QF1004                          SUPERSEDED SURVEY CONTROL
 QF1004
 QF1004  NAD 83(1992)-  45 13 17.78366(N)    067 26 15.41465(W) AD(       ) 3
 QF1004  NAD 83(1986)-  45 13 17.78679(N)    067 26 15.42134(W) AD(       ) 3
 QF1004  NAD 27      -  45 13 17.61800(N)    067 26 17.51800(W) AD(       ) 3
 QF1004
 QF1004.Superseded values are not recommended for survey control.
 QF1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1004.See file dsdata.txt to determine how the superseded data were derived.
 QF1004
 QF1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2266408756(NAD 83)
 QF1004_MARKER: Z = SEE DESCRIPTION
 QF1004_SETTING: 80 = SET IN A BOULDER
 QF1004_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF1004
 QF1004  HISTORY     - Date     Condition        Report By
 QF1004  HISTORY     - 1918     MONUMENTED       IBC
 QF1004
 QF1004                          STATION DESCRIPTION
 QF1004
 QF1004'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1918 (NWS)
 QF1004'ON THE W BANK OF THE ST CROIX RIVER, ABOUT 4-1/2 MILES ABOVE
 QF1004'WOODLAND, MAINE, ON THE BEND OF THE SHORE A LITTLE BELOW GIBBS
 QF1004'LANDING AND REFERENCE MONUMENT 187.
 QF1004'
 QF1004'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE POST
 QF1004'SET IN A DRILL HOLE IN A LARGE WHITE BOULDER ON THE BANK ABOUT 11
 QF1004'METERS FROM THE SHORE AND ABOUT 1.2 METERS ABOVE THE WATER LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1883 ***********************************************************************
 QF1883  DESIGNATION -  REFERENCE MON 18=NARROWS
 QF1883  PID         -  QF1883
 QF1883  STATE/COUNTY-  ME/AROOSTOOK
 QF1883  USGS QUAD   -  ORIENT (1989)
 QF1883
 QF1883                         *CURRENT SURVEY CONTROL
 QF1883  ___________________________________________________________________
 QF1883* NAD 83(1996)-  45 50 34.56993(N)    067 46 34.03419(W)     ADJUSTED  
 QF1883* NAVD 88     -       133.     (meters)     436.     (feet)  SCALED    
 QF1883  ___________________________________________________________________
 QF1883  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 QF1883  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 QF1883
 QF1883  HORZ ORDER  -  THIRD
 QF1883
 QF1883.The horizontal coordinates were established by classical geodetic methods
 QF1883.and adjusted by the National Geodetic Survey in March 1998..
 QF1883
 QF1883.The orthometric height was scaled from a topographic map.
 QF1883
 QF1883.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1883
 QF1883.The geoid height was determined by GEOID03.
 QF1883
 QF1883;                    North         East     Units Scale Factor Converg.
 QF1883;SPC ME E     -   242,072.912   356,226.869   MT  0.99993885   +0 31 09.7
 QF1883;UTM  19      - 5,077,325.114   595,035.396   MT  0.99971103   +0 52 41.2
 QF1883
 QF1883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1883!SPC ME E     -   0.99998289  x   0.99993885  =   0.99992174
 QF1883!UTM  19      -   0.99998289  x   0.99971103  =   0.99969392
 QF1883
 QF1883|---------------------------------------------------------------------|
 QF1883| PID    Reference Object                     Distance      Geod. Az  |
 QF1883|                                                           dddmmss.s |
 QF1883| QF1881 REFERENCE MON 19                     56.060 METERS 02910     |
 QF1883| QF1870 CALF IBC                            APPROX. 1.0 KM 1311303.5 |
 QF1883| QF1884 NARROWS TABLET IBC                    8.647 METERS 30457     |
 QF1883| QF1889 CEDAR IBC                           348.915 METERS 30516     |
 QF1883| QF1887 SOUTH STUMP IBC                     365.459 METERS 31350     |
 QF1883|---------------------------------------------------------------------|
 QF1883
 QF1883                          SUPERSEDED SURVEY CONTROL
 QF1883
 QF1883  NAD 83(1992)-  45 50 34.56726(N)    067 46 34.03281(W) AD(       ) 3
 QF1883  NAD 83(1986)-  45 50 34.57338(N)    067 46 34.05327(W) AD(       ) 3
 QF1883  NAD 27      -  45 50 34.36770(N)    067 46 36.01403(W) AD(       ) 3
 QF1883
 QF1883.Superseded values are not recommended for survey control.
 QF1883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1883.See file dsdata.txt to determine how the superseded data were derived.
 QF1883
 QF1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9503577325(NAD 83)
 QF1883_MARKER: Z = SEE DESCRIPTION
 QF1883_SETTING: 0 = UNSPECIFIED SETTING
 QF1883
 QF1883  HISTORY     - Date     Condition        Report By
 QF1883  HISTORY     - 1912     MONUMENTED       IBC
 QF1883  HISTORY     - 1972     GOOD             IBC
 QF1883
 QF1883                          STATION DESCRIPTION
 QF1883
 QF1883'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (JEM)
 QF1883'ABOUT 15 FEET FROM HIGH WATER IN MONUMENT BROOK, AT---THE NARROWS---,
 QF1883'ABOUT A MILE ABOVE NORTH LAKE, AND 15 FEET INSIDE THE TREE LINE.  IT
 QF1883'IS ABOUT THE CENTER OF THE UNITED STATES POINT AT---THE NARROWS---,
 QF1883'ABOUT 75 FEET EITHER WAY.  NARROWS TABLET IS N 55 DEGREES W, 8.6
 QF1883'METERS DISTANT, FROM THE MONUMENT.
 QF1883'
 QF1883'STATION MARK IS A BOUNDARY REFERENCE POST SET IN A CONCRETE BASE.
 QF1883
 QF1883                          STATION RECOVERY (1972)
 QF1883
 QF1883'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1883'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1881 ***********************************************************************
 QF1881  DESIGNATION -  REFERENCE MON 19
 QF1881  PID         -  QF1881
 QF1881  STATE/COUNTY-  ME/AROOSTOOK
 QF1881  USGS QUAD   -  ORIENT (1989)
 QF1881
 QF1881                         *CURRENT SURVEY CONTROL
 QF1881  ___________________________________________________________________
 QF1881* NAD 83(1996)-  45 50 36.15550(N)    067 46 32.76819(W)     ADJUSTED  
 QF1881* NAVD 88     -       133.     (meters)     436.     (feet)  SCALED    
 QF1881  ___________________________________________________________________
 QF1881  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 QF1881  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 QF1881
 QF1881  HORZ ORDER  -  THIRD
 QF1881
 QF1881.The horizontal coordinates were established by classical geodetic methods
 QF1881.and adjusted by the National Geodetic Survey in March 1998..
 QF1881
 QF1881.The orthometric height was scaled from a topographic map.
 QF1881
 QF1881.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1881
 QF1881.The geoid height was determined by GEOID03.
 QF1881
 QF1881;                    North         East     Units Scale Factor Converg.
 QF1881;SPC ME E     -   242,122.109   356,253.740   MT  0.99993889   +0 31 10.6
 QF1881;UTM  19      - 5,077,374.466   595,061.953   MT  0.99971110   +0 52 42.2
 QF1881
 QF1881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1881!SPC ME E     -   0.99998289  x   0.99993889  =   0.99992178
 QF1881!UTM  19      -   0.99998289  x   0.99971110  =   0.99969399
 QF1881
 QF1881                          SUPERSEDED SURVEY CONTROL
 QF1881
 QF1881  NAD 83(1992)-  45 50 36.15280(N)    067 46 32.76682(W) AD(       ) 3
 QF1881  NAD 83(1986)-  45 50 36.15892(N)    067 46 32.78729(W) AD(       ) 3
 QF1881  NAD 27      -  45 50 35.95329(N)    067 46 34.74814(W) AD(       ) 3
 QF1881
 QF1881.Superseded values are not recommended for survey control.
 QF1881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1881.See file dsdata.txt to determine how the superseded data were derived.
 QF1881
 QF1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9506277374(NAD 83)
 QF1881_MARKER: Z = SEE DESCRIPTION
 QF1881_SETTING: 0 = UNSPECIFIED SETTING
 QF1881
 QF1881  HISTORY     - Date     Condition        Report By
 QF1881  HISTORY     - 1917     MONUMENTED       IBC
 QF1881  HISTORY     - 1972     GOOD             IBC
 QF1881
 QF1881                          STATION DESCRIPTION
 QF1881
 QF1881'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (HOC)
 QF1881'ABOUT 20 FEET INSIDE THE BRUSH LINE WHICH IS AT HIGH - WATER LINE OF
 QF1881'MONUMENT BROOK, 50 FEET UPSTREAM FROM THE EXTREME POINT ON THE
 QF1881'CANADIAN SIDE OF---THE NARROWS---, AND ABOUT A MILE ABOVE NORTH LAKE.
 QF1881'
 QF1881'STATION MARK IS A BOUNDARY REFERENCE POST SET IN A DRILL HOLE IN A
 QF1881'LARGE BOULDER 4 BY 2 FEET BY 6 INCHES ABOVE GROUND.
 QF1881
 QF1881                          STATION RECOVERY (1972)
 QF1881
 QF1881'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1881'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0994 ***********************************************************************
 QF0994  DESIGNATION -  REFERENCE MON 190
 QF0994  PID         -  QF0994
 QF0994  STATE/COUNTY-  ME/WASHINGTON
 QF0994  USGS QUAD   -  WOODLAND (1987)
 QF0994
 QF0994                         *CURRENT SURVEY CONTROL
 QF0994  ___________________________________________________________________
 QF0994* NAD 83(1996)-  45 12 04.11264(N)    067 25 54.69410(W)     ADJUSTED  
 QF0994* NAVD 88     -        30.     (meters)      98.     (feet)  SCALED    
 QF0994  ___________________________________________________________________
 QF0994  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 QF0994  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 QF0994
 QF0994  HORZ ORDER  -  THIRD
 QF0994
 QF0994.The horizontal coordinates were established by classical geodetic methods
 QF0994.and adjusted by the National Geodetic Survey in March 1998..
 QF0994
 QF0994.The orthometric height was scaled from a topographic map.
 QF0994
 QF0994.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0994
 QF0994.The geoid height was determined by GEOID03.
 QF0994
 QF0994;                    North         East     Units Scale Factor Converg.
 QF0994;SPC ME E     -   171,050.067   383,915.892   MT  0.99998656   +0 45 28.7
 QF0994;UTM  19      - 5,006,491.249   623,160.181   MT  0.99978651   +1 06 46.3
 QF0994
 QF0994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0994!SPC ME E     -   0.99999902  x   0.99998656  =   0.99998558
 QF0994!UTM  19      -   0.99999902  x   0.99978651  =   0.99978553
 QF0994
 QF0994|---------------------------------------------------------------------|
 QF0994| PID    Reference Object                     Distance      Geod. Az  |
 QF0994|                                                           dddmmss.s |
 QF0994| QF1061 REFERENCE MON 189                   355.187 METERS 09519     |
 QF0994| QF1062 TS M42 IBC                          351.975 METERS 09618     |
 QF0994| QF0991 GREEN IBC                           APPROX. 1.1 KM 1725343.5 |
 QF0994|---------------------------------------------------------------------|
 QF0994
 QF0994                          SUPERSEDED SURVEY CONTROL
 QF0994
 QF0994  NAD 83(1992)-  45 12 04.11230(N)    067 25 54.69627(W) AD(       ) 3
 QF0994  NAD 83(1986)-  45 12 04.11556(N)    067 25 54.70299(W) AD(       ) 3
 QF0994  NAD 27      -  45 12 04.00900(N)    067 25 56.83800(W) AD(       ) 3
 QF0994
 QF0994.Superseded values are not recommended for survey control.
 QF0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0994.See file dsdata.txt to determine how the superseded data were derived.
 QF0994
 QF0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2316006491(NAD 83)
 QF0994_MARKER: Z = SEE DESCRIPTION
 QF0994_SETTING: 80 = SET IN A BOULDER
 QF0994_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF0994
 QF0994  HISTORY     - Date     Condition        Report By
 QF0994  HISTORY     - 1918     MONUMENTED       IBC
 QF0994
 QF0994                          STATION DESCRIPTION
 QF0994
 QF0994'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1918 (NWS)
 QF0994'ON THE W BANK OF THE ST CROIX RIVER, ABOUT 3 MILES ABOVE WOODLAND,
 QF0994'ME, AT THE END OF THE POINT OF HIGH LAND WHERE THE WOODLAND DAM
 QF0994'FLOWAGE BROADENS OUT INTO THE MOUTH OF SPRAGUE MEADOW BROOK, AND
 QF0994'ABOUT 1/2 MILE NW OF MOSQUITO ISLAND.
 QF0994'
 QF0994'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE POST
 QF0994'SET IN A DRILL HOLE IN A LARGE WHITE BOULDER ABOUT 6 METERS FROM THE
 QF0994'SHORELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0978 ***********************************************************************
 QF0978  DESIGNATION -  REFERENCE MON 192
 QF0978  PID         -  QF0978
 QF0978  STATE/COUNTY-  ME/WASHINGTON
 QF0978  USGS QUAD   -  WOODLAND (1987)
 QF0978
 QF0978                         *CURRENT SURVEY CONTROL
 QF0978  ___________________________________________________________________
 QF0978* NAD 83(1996)-  45 11 19.82133(N)    067 25 09.68714(W)     ADJUSTED  
 QF0978* NAVD 88     -        30.     (meters)      98.     (feet)  SCALED    
 QF0978  ___________________________________________________________________
 QF0978  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 QF0978  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 QF0978
 QF0978  HORZ ORDER  -  THIRD
 QF0978
 QF0978.The horizontal coordinates were established by classical geodetic methods
 QF0978.and adjusted by the National Geodetic Survey in March 1998..
 QF0978
 QF0978.The orthometric height was scaled from a topographic map.
 QF0978
 QF0978.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0978
 QF0978.The geoid height was determined by GEOID03.
 QF0978
 QF0978;                    North         East     Units Scale Factor Converg.
 QF0978;SPC ME E     -   169,695.958   384,916.373   MT  0.99998863   +0 46 00.1
 QF0978;UTM  19      - 5,005,143.632   624,168.828   MT  0.99978957   +1 07 17.4
 QF0978
 QF0978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0978!SPC ME E     -   0.99999902  x   0.99998863  =   0.99998765
 QF0978!UTM  19      -   0.99999902  x   0.99978957  =   0.99978859
 QF0978
 QF0978|---------------------------------------------------------------------|
 QF0978| PID    Reference Object                     Distance      Geod. Az  |
 QF0978|                                                           dddmmss.s |
 QF0978| QF0977 STUMP IBC                           271.944 METERS 02652     |
 QF0978| QF0975 REFERENCE MON 191                   244.798 METERS 06710     |
 QF0978| QF0974 PERL IBC                            479.924 METERS 1335740.2 |
 QF0978| QF0980 PIER NO 1 IBC                       443.756 METERS 2852635.0 |
 QF0978|---------------------------------------------------------------------|
 QF0978
 QF0978                          SUPERSEDED SURVEY CONTROL
 QF0978
 QF0978  NAD 83(1992)-  45 11 19.81908(N)    067 25 09.68722(W) AD(       ) 3
 QF0978  NAD 83(1986)-  45 11 19.82194(N)    067 25 09.69339(W) AD(       ) 3
 QF0978  NAD 27      -  45 11 19.64800(N)    067 25 11.77200(W) AD(       ) 3
 QF0978
 QF0978.Superseded values are not recommended for survey control.
 QF0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0978.See file dsdata.txt to determine how the superseded data were derived.
 QF0978
 QF0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2416905144(NAD 83)
 QF0978_MARKER: Z = SEE DESCRIPTION
 QF0978_SETTING: 66 = SET IN ROCK OUTCROP
 QF0978
 QF0978  HISTORY     - Date     Condition        Report By
 QF0978  HISTORY     - 1918     MONUMENTED       IBC
 QF0978
 QF0978                          STATION DESCRIPTION
 QF0978
 QF0978'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1918 (NWS)
 QF0978'ON THE W BANK OF THE ST CROIX RIVER, ABOUT 1-3/4 MILES ABOVE THE
 QF0978'RAILROAD BRIDGE AT WOODLAND, ME, ON THE POINT AT THE HEAD OF THE
 QF0978'NARROW PLACE IN THE BACKWATER FROM THE WOODLAND DAM, AND ABOUT 5/8
 QF0978'MILE BELOW MOSQUITO ISLAND.
 QF0978'
 QF0978'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE POST
 QF0978'SET IN A DRILL HOLE IN A SLATE LEDGE 6 METERS FROM THE SHORELINE AND
 QF0978'ABOUT 1.8 METERS ABOVE THE WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1060 ***********************************************************************
 QF1060  DESIGNATION -  REFERENCE MON 194
 QF1060  PID         -  QF1060
 QF1060  STATE/COUNTY-  ME/WASHINGTON
 QF1060  USGS QUAD   -  WOODLAND (1987)
 QF1060
 QF1060                         *CURRENT SURVEY CONTROL
 QF1060  ___________________________________________________________________
 QF1060* NAD 83(1996)-  45 10 01.91533(N)    067 24 16.73928(W)     ADJUSTED  
 QF1060* NAVD 88     -        47.     (meters)     154.     (feet)  SCALED    
 QF1060  ___________________________________________________________________
 QF1060  LAPLACE CORR-           3.37  (seconds)                    DEFLEC99
 QF1060  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 QF1060
 QF1060  HORZ ORDER  -  THIRD
 QF1060
 QF1060.The horizontal coordinates were established by classical geodetic methods
 QF1060.and adjusted by the National Geodetic Survey in March 1998..
 QF1060
 QF1060.The orthometric height was scaled from a topographic map.
 QF1060
 QF1060.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1060
 QF1060.The geoid height was determined by GEOID03.
 QF1060
 QF1060;                    North         East     Units Scale Factor Converg.
 QF1060;SPC ME E     -   167,306.743   386,104.712   MT  0.99999113   +0 46 36.6
 QF1060;UTM  19      - 5,002,762.293   625,371.699   MT  0.99979327   +1 07 53.5
 QF1060
 QF1060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1060!SPC ME E     -   0.99999632  x   0.99999113  =   0.99998745
 QF1060!UTM  19      -   0.99999632  x   0.99979327  =   0.99978959
 QF1060
 QF1060                          SUPERSEDED SURVEY CONTROL
 QF1060
 QF1060  NAD 83(1992)-  45 10 01.91083(N)    067 24 16.73736(W) AD(       ) 3
 QF1060  NAD 83(1986)-  45 10 01.91321(N)    067 24 16.74297(W) AD(       ) 3
 QF1060  NAD 27      -  45 10 01.66400(N)    067 24 18.75900(W) AD(       ) 3
 QF1060
 QF1060.Superseded values are not recommended for survey control.
 QF1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1060.See file dsdata.txt to determine how the superseded data were derived.
 QF1060
 QF1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2537202762(NAD 83)
 QF1060_MARKER: Z = SEE DESCRIPTION
 QF1060_SETTING: 0 = UNSPECIFIED SETTING
 QF1060
 QF1060  HISTORY     - Date     Condition        Report By
 QF1060  HISTORY     - 1918     MONUMENTED       IBC
 QF1060
 QF1060                          STATION DESCRIPTION
 QF1060
 QF1060'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1918 (NWS)
 QF1060'ON THE W SIDE OF THE ST CROIX RIVER, AT WOODLAND JUNCTION, ME.  IT IS
 QF1060'ON THE TOP OF THE ABUTMENT WALL OF THE MAINE CENTRAL RAILROAD BRIDGE
 QF1060'ACROSS THE ST CROIX RIVER, ON THE DOWNSTREAM SIDE OF THE TRACK, AND
 QF1060'ABOUT 1.6 METERS FROM THE NEAREST RAIL.
 QF1060'
 QF1060'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE POST
 QF1060'SET IN A DRILL HOLE IN THE CONCRETE.  TRIANGULATION STATION ABUTMENT
 QF1060'(MARKED BY A BRONZE DISK) IS ON THE SAME ABUTMENT AND BEARS S 50
 QF1060'DEGREES 55 MINUTES W, 0.71 METER FROM THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0966 ***********************************************************************
 QF0966  DESIGNATION -  REFERENCE MON 196
 QF0966  PID         -  QF0966
 QF0966  STATE/COUNTY-  ME/WASHINGTON
 QF0966  USGS QUAD   -  WOODLAND (1987)
 QF0966
 QF0966                         *CURRENT SURVEY CONTROL
 QF0966  ___________________________________________________________________
 QF0966* NAD 83(1996)-  45 09 34.28460(N)    067 24 26.62002(W)     ADJUSTED  
 QF0966* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 QF0966  ___________________________________________________________________
 QF0966  LAPLACE CORR-           3.31  (seconds)                    DEFLEC99
 QF0966  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 QF0966
 QF0966  HORZ ORDER  -  THIRD
 QF0966
 QF0966.The horizontal coordinates were established by classical geodetic methods
 QF0966.and adjusted by the National Geodetic Survey in March 1998..
 QF0966
 QF0966.The orthometric height was scaled from a topographic map.
 QF0966
 QF0966.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0966
 QF0966.The geoid height was determined by GEOID03.
 QF0966
 QF0966;                    North         East     Units Scale Factor Converg.
 QF0966;SPC ME E     -   166,450.924   385,900.492   MT  0.99999070   +0 46 29.2
 QF0966;UTM  19      - 5,001,905.396   625,172.819   MT  0.99979265   +1 07 45.9
 QF0966
 QF0966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0966!SPC ME E     -   1.00000136  x   0.99999070  =   0.99999206
 QF0966!UTM  19      -   1.00000136  x   0.99979265  =   0.99979401
 QF0966
 QF0966:                Primary Azimuth Mark                     Grid Az
 QF0966:SPC ME E     -  CEMENT IBC                               070 59 26.6
 QF0966:UTM  19      -  CEMENT IBC                               070 38 09.9
 QF0966
 QF0966|---------------------------------------------------------------------|
 QF0966| PID    Reference Object                     Distance      Geod. Az  |
 QF0966|                                                           dddmmss.s |
 QF0966| QF1052 CEMENT IBC                          460.587 METERS 0714555.8 |
 QF0966| QF0963 WOODLAND WATER TANK FINIAL IBC      321.679 METERS 13944     |
 QF0966|---------------------------------------------------------------------|
 QF0966
 QF0966                          SUPERSEDED SURVEY CONTROL
 QF0966
 QF0966  NAD 83(1992)-  45 09 34.27962(N)    067 24 26.61823(W) AD(       ) 3
 QF0966  NAD 83(1986)-  45 09 34.28187(N)    067 24 26.62385(W) AD(       ) 3
 QF0966  NAD 27      -  45 09 34.01100(N)    067 24 28.65800(W) AD(       ) 3
 QF0966
 QF0966.Superseded values are not recommended for survey control.
 QF0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0966.See file dsdata.txt to determine how the superseded data were derived.
 QF0966
 QF0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2517301905(NAD 83)
 QF0966_MARKER: Z = SEE DESCRIPTION
 QF0966_SETTING: 0 = UNSPECIFIED SETTING
 QF0966
 QF0966  HISTORY     - Date     Condition        Report By
 QF0966  HISTORY     - 1918     MONUMENTED       IBC
 QF0966
 QF0966                          STATION DESCRIPTION
 QF0966
 QF0966'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1918 (NWS)
 QF0966'ON THE W SIDE OF THE ST CROIX RIVER, AT WOODLAND, ME, ABOUT 350
 QF0966'METERS ABOVE THE WOODLAND DAM BELONGING TO THE ST CROIX PAPER
 QF0966'COMPANY, ON AN ISLAND MADE BY A CANAL CUT THROUGH A POINT FOR THE
 QF0966'PASSAGE OF PULP WOOD FROM THE RAILROAD DUMP TO THE PAPER MILL.  THE
 QF0966'STATION IS NEAR THE N END AND ON THE HIGHEST POINT OF THE ISLAND, 9
 QF0966'METERS FROM THE WATER, AND ABOUT 2.4 METERS ABOVE IT.
 QF0966'
 QF0966'STATION MARK IS A 3 - INCH BRONZE BOUNDARY DISK SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1045 ***********************************************************************
 QF1045  DESIGNATION -  REFERENCE MON 198
 QF1045  PID         -  QF1045
 QF1045  STATE/COUNTY-  ME/WASHINGTON
 QF1045  USGS QUAD   -  WOODLAND (1987)
 QF1045
 QF1045                         *CURRENT SURVEY CONTROL
 QF1045  ___________________________________________________________________
 QF1045* NAD 83(1996)-  45 08 51.04240(N)    067 22 46.58061(W)     ADJUSTED  
 QF1045* NAVD 88     -        38.     (meters)     125.     (feet)  SCALED    
 QF1045  ___________________________________________________________________
 QF1045  LAPLACE CORR-           4.44  (seconds)                    DEFLEC99
 QF1045  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 QF1045
 QF1045  HORZ ORDER  -  THIRD
 QF1045
 QF1045.The horizontal coordinates were established by classical geodetic methods
 QF1045.and adjusted by the National Geodetic Survey in March 1998..
 QF1045
 QF1045.The orthometric height was scaled from a topographic map.
 QF1045
 QF1045.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1045
 QF1045.The geoid height was determined by GEOID03.
 QF1045
 QF1045;                    North         East     Units Scale Factor Converg.
 QF1045;SPC ME E     -   165,146.059   388,103.745   MT  0.99999541   +0 47 39.6
 QF1045;UTM  19      - 5,000,614.446   627,383.670   MT  0.99979952   +1 08 56.0
 QF1045
 QF1045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1045!SPC ME E     -   0.99999774  x   0.99999541  =   0.99999315
 QF1045!UTM  19      -   0.99999774  x   0.99979952  =   0.99979726
 QF1045
 QF1045:                Primary Azimuth Mark                     Grid Az
 QF1045:SPC ME E     -  CASEYS BARN FINIAL IBC                   010 44 46.2
 QF1045:UTM  19      -  CASEYS BARN FINIAL IBC                   010 23 29.8
 QF1045
 QF1045|---------------------------------------------------------------------|
 QF1045| PID    Reference Object                     Distance      Geod. Az  |
 QF1045|                                                           dddmmss.s |
 QF1045| QF0938 CASEYS BARN FINIAL IBC              APPROX. 0.8 KM 0113225.8 |
 QF1045| QF0939 REFERENCE MON 197 ECC               316.291 METERS 02833     |
 QF1045| QF0937 REFERENCE MON 197                   333.653 METERS 02833     |
 QF1045| QF0943 LOVERING                            APPROX. 0.5 KM 3291938.8 |
 QF1045| QF0941 CURRAN IBC                          151.545 METERS 34212     |
 QF1045|---------------------------------------------------------------------|
 QF1045
 QF1045                          SUPERSEDED SURVEY CONTROL
 QF1045
 QF1045  NAD 83(1992)-  45 08 51.03744(N)    067 22 46.57900(W) AD(       ) 3
 QF1045  NAD 83(1986)-  45 08 51.03976(N)    067 22 46.58454(W) AD(       ) 3
 QF1045  NAD 27      -  45 08 50.76700(N)    067 22 48.61000(W) AD(       ) 3
 QF1045
 QF1045.Superseded values are not recommended for survey control.
 QF1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1045.See file dsdata.txt to determine how the superseded data were derived.
 QF1045
 QF1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2738400614(NAD 83)
 QF1045_MARKER: Z = SEE DESCRIPTION
 QF1045_SETTING: 80 = SET IN A BOULDER
 QF1045_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF1045
 QF1045  HISTORY     - Date     Condition        Report By
 QF1045  HISTORY     - 1912     MONUMENTED       IBC
 QF1045
 QF1045                          STATION DESCRIPTION
 QF1045
 QF1045'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (JEM)
 QF1045'ON THE W BANK OF THE ST CROIX RIVER, A LITTLE MORE THAN A MILE BELOW
 QF1045'WOODLAND, ABOUT 3/4 MILE BELOW THE MOUTH OF WAPSACONHAGAN BROOK, AND
 QF1045'OPPOSITE THE LOWER END OF GRASS ISLAND.  IT IS ABOUT 3 METERS FROM
 QF1045'THE RIVER, ON A LARGE DARK - COLORED BOULDER WHOSE LARGEST EXPOSED
 QF1045'DIMENSION IS 1.3 METERS.
 QF1045'
 QF1045'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE POST
 QF1045'WEDGED IN A DRILL HOLE IN A LARGE BOULDER, BEHIND THE WILLOW LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1799 ***********************************************************************
 QF1799  DESIGNATION -  REFERENCE MON 2
 QF1799  PID         -  QF1799
 QF1799  STATE/COUNTY-  ME/AROOSTOOK
 QF1799  USGS QUAD   -  NORTH AMITY (1989)
 QF1799
 QF1799                         *CURRENT SURVEY CONTROL
 QF1799  ___________________________________________________________________
 QF1799* NAD 83(1996)-  45 56 02.41112(N)    067 46 38.46213(W)     ADJUSTED  
 QF1799* NAVD 88     -       155.     (meters)     509.     (feet)  SCALED    
 QF1799  ___________________________________________________________________
 QF1799  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 QF1799  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 QF1799
 QF1799  HORZ ORDER  -  THIRD
 QF1799
 QF1799.The horizontal coordinates were established by classical geodetic methods
 QF1799.and adjusted by the National Geodetic Survey in March 1998..
 QF1799
 QF1799.The orthometric height was scaled from a topographic map.
 QF1799
 QF1799.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1799
 QF1799.The geoid height was determined by GEOID03.
 QF1799
 QF1799;                    North         East     Units Scale Factor Converg.
 QF1799;SPC ME E     -   252,193.029   356,039.674   MT  0.99993859   +0 31 09.4
 QF1799;UTM  19      - 5,087,441.552   594,784.844   MT  0.99971045   +0 52 42.9
 QF1799
 QF1799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1799!SPC ME E     -   0.99997942  x   0.99993859  =   0.99991801
 QF1799!UTM  19      -   0.99997942  x   0.99971045  =   0.99968988
 QF1799
 QF1799                          SUPERSEDED SURVEY CONTROL
 QF1799
 QF1799  NAD 83(1992)-  45 56 02.40903(N)    067 46 38.46260(W) AD(       ) 4
 QF1799  NAD 83(1986)-  45 56 02.38807(N)    067 46 38.61551(W) AD(       ) 4
 QF1799  NAD 27      -  45 56 02.21469(N)    067 46 40.43724(W) AD(       ) 3
 QF1799
 QF1799.Superseded values are not recommended for survey control.
 QF1799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1799.See file dsdata.txt to determine how the superseded data were derived.
 QF1799
 QF1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9478587442(NAD 83)
 QF1799_MARKER: Z = SEE DESCRIPTION
 QF1799_SETTING: 0 = UNSPECIFIED SETTING
 QF1799
 QF1799  HISTORY     - Date     Condition        Report By
 QF1799  HISTORY     - 1913     MONUMENTED       IBC
 QF1799  HISTORY     - 1939     GOOD             IBC
 QF1799  HISTORY     - 1972     GOOD             IBC
 QF1799
 QF1799                          STATION DESCRIPTION
 QF1799
 QF1799'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1913 (JEM)
 QF1799'THREE - FOURTHS OF A MILE DOWNSTREAM FROM INITIAL MONUMENT, 2 METERS
 QF1799'S OF THE MONUMENT BROOK, AT THE FIRST BIG BEND FROM A S TO AN E
 QF1799'COURSE.
 QF1799'
 QF1799'STATION MARK IS A BOUNDARY REFERENCE POST SET IN A CONCRETE BASE.
 QF1799
 QF1799                          STATION RECOVERY (1939)
 QF1799
 QF1799'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1939
 QF1799'STATION RECOVERED IN GOOD CONDITION.
 QF1799
 QF1799                          STATION RECOVERY (1972)
 QF1799
 QF1799'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1799'THIS MONUMENT WAS RECOVERED AS DESCRIBED.  THE ORIGINAL DESCRIPTION
 QF1799'WAS ADEQUATE.  A WITNESS POST WAS PLACED 5 FEET, 90 DEGREES TRUE
 QF1799'FROM THE MONUMENT.  (EAST).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0922 ***********************************************************************
 QF0922  DESIGNATION -  REFERENCE MON 200
 QF0922  PID         -  QF0922
 QF0922  STATE/COUNTY-  ME/WASHINGTON
 QF0922  USGS QUAD   -  CALAIS (1977)
 QF0922
 QF0922                         *CURRENT SURVEY CONTROL
 QF0922  ___________________________________________________________________
 QF0922* NAD 83(1996)-  45 08 20.58239(N)    067 22 03.92971(W)     ADJUSTED  
 QF0922* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 QF0922  ___________________________________________________________________
 QF0922  LAPLACE CORR-           4.06  (seconds)                    DEFLEC99
 QF0922  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 QF0922
 QF0922  HORZ ORDER  -  THIRD
 QF0922
 QF0922.The horizontal coordinates were established by classical geodetic methods
 QF0922.and adjusted by the National Geodetic Survey in March 1998..
 QF0922
 QF0922.The orthometric height was scaled from a topographic map.
 QF0922
 QF0922.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0922
 QF0922.The geoid height was determined by GEOID03.
 QF0922
 QF0922;                    North         East     Units Scale Factor Converg.
 QF0922;SPC ME E     -   164,218.817   389,048.559   MT  0.99999747   +0 48 09.4
 QF0922;UTM  19      - 4,999,693.248   628,334.018   MT  0.99980251   +1 09 25.6
 QF0922
 QF0922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0922!SPC ME E     -   1.00000135  x   0.99999747  =   0.99999882
 QF0922!UTM  19      -   1.00000135  x   0.99980251  =   0.99980386
 QF0922
 QF0922                          SUPERSEDED SURVEY CONTROL
 QF0922
 QF0922  NAD 83(1992)-  45 08 20.57727(N)    067 22 03.92812(W) AD(       ) 3
 QF0922  NAD 83(1986)-  45 08 20.57949(N)    067 22 03.93339(W) AD(       ) 3
 QF0922  NAD 27      -  45 08 20.30900(N)    067 22 05.96200(W) AD(       ) 3
 QF0922
 QF0922.Superseded values are not recommended for survey control.
 QF0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0922.See file dsdata.txt to determine how the superseded data were derived.
 QF0922
 QF0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK2833499693(NAD 83)
 QF0922_MARKER: Z = SEE DESCRIPTION
 QF0922_SETTING: 80 = SET IN A BOULDER
 QF0922_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 QF0922
 QF0922  HISTORY     - Date     Condition        Report By
 QF0922  HISTORY     - 1918     MONUMENTED       IBC
 QF0922
 QF0922                          STATION DESCRIPTION
 QF0922
 QF0922'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1918 (NWS)
 QF0922'ON THE W BANK OF THE ST CROIX RIVER, ABOVE THE LOWER PITCH OF BAILEY
 QF0922'RIPS, AND 2-1/8 MILES BELOW THE WOODLAND DAM.  THE STATION IS ABREAST
 QF0922'OF AN INDENTATION IN THE SHORELINE ABOUT MIDWAY BETWEEN THE TWO
 QF0922'LARGE ISLANDS AT THE HEAD AND FOOT OF THE RIPS.  IT IS ABOUT 30
 QF0922'METERS FROM THE RIVER, AT AN ELEVATION OF ABOUT 6 METERS ABOVE THE
 QF0922'SURFACE, IN A BOULDER 6 FEET SQUARE AND 2-1/2 FEET HIGH.
 QF0922'
 QF0922'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE POST
 QF0922'SET IN A DRILL HOLE IN A LARGE BOULDER.  THE STATION MARK FOR
 QF0922'TRIANGULATION STATION BAILEY IS SET IN THE SAME BOULDER, 41
 QF0922'CENTIMETERS DISTANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0883 ***********************************************************************
 QF0883  DESIGNATION -  REFERENCE MON 202
 QF0883  PID         -  QF0883
 QF0883  STATE/COUNTY-  ME/WASHINGTON
 QF0883  USGS QUAD   -  CALAIS (1977)
 QF0883
 QF0883                         *CURRENT SURVEY CONTROL
 QF0883  ___________________________________________________________________
 QF0883* NAD 83(1996)-  45 07 44.83179(N)    067 21 01.06602(W)     ADJUSTED  
 QF0883* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 QF0883  ___________________________________________________________________
 QF0883  LAPLACE CORR-           4.50  (seconds)                    DEFLEC99
 QF0883  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 QF0883
 QF0883  HORZ ORDER  -  THIRD
 QF0883
 QF0883.The horizontal coordinates were established by classical geodetic methods
 QF0883.and adjusted by the National Geodetic Survey in March 1998..
 QF0883
 QF0883.The orthometric height was scaled from a topographic map.
 QF0883
 QF0883.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0883
 QF0883.The geoid height was determined by GEOID03.
 QF0883
 QF0883;                    North         East     Units Scale Factor Converg.
 QF0883;SPC ME E     -   163,134.671   390,437.618   MT  1.00000054   +0 48 53.5
 QF0883;UTM  19      - 4,998,617.926   629,729.486   MT  0.99980694   +1 10 09.5
 QF0883
 QF0883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0883!SPC ME E     -   1.00000134  x   1.00000054  =   1.00000188
 QF0883!UTM  19      -   1.00000134  x   0.99980694  =   0.99980828
 QF0883
 QF0883                          SUPERSEDED SURVEY CONTROL
 QF0883
 QF0883  NAD 83(1992)-  45 07 44.82670(N)    067 21 01.06460(W) AD(       ) 3
 QF0883  NAD 83(1986)-  45 07 44.82894(N)    067 21 01.06984(W) AD(       ) 3
 QF0883  NAD 27      -  45 07 44.56100(N)    067 21 03.10500(W) AD(       ) 3
 QF0883
 QF0883.Superseded values are not recommended for survey control.
 QF0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0883.See file dsdata.txt to determine how the superseded data were derived.
 QF0883
 QF0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK2972998618(NAD 83)
 QF0883_MARKER: Z = SEE DESCRIPTION
 QF0883_SETTING: 0 = UNSPECIFIED SETTING
 QF0883
 QF0883  HISTORY     - Date     Condition        Report By
 QF0883  HISTORY     - 1918     MONUMENTED       IBC
 QF0883
 QF0883                          STATION DESCRIPTION
 QF0883
 QF0883'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1918 (NWS)
 QF0883'ON THE ST CROIX RIVER, ABOUT 3-1/2 MILES BELOW WOODLAND, ON THE N
 QF0883'SIDE OF THE LARGE GRASSY ISLAND JUST BELOW AND ACROSS THE CHANNEL
 QF0883'FROM THE LOWER BUTLER ISLAND.  STATION IS ACROSS THE CHANNEL
 QF0883'OPPOSITE REFERENCE MONUMENT 201 AND IS IN A LARGE HAYFIELD ABOUT
 QF0883'15 METERS BACK FROM THE WATER.
 QF0883'
 QF0883'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE POST
 QF0883'SET IN A CONCRETE BASE, 6 METERS INSIDE TOP OF BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0917 ***********************************************************************
 QF0917  DESIGNATION -  REFERENCE MON 204
 QF0917  PID         -  QF0917
 QF0917  STATE/COUNTY-  ME/WASHINGTON
 QF0917  USGS QUAD   -  CALAIS (1977)
 QF0917
 QF0917                         *CURRENT SURVEY CONTROL
 QF0917  ___________________________________________________________________
 QF0917* NAD 83(1996)-  45 07 31.39883(N)    067 20 21.64547(W)     ADJUSTED  
 QF0917* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 QF0917  ___________________________________________________________________
 QF0917  LAPLACE CORR-           4.81  (seconds)                    DEFLEC99
 QF0917  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 QF0917
 QF0917  HORZ ORDER  -  THIRD
 QF0917
 QF0917.The horizontal coordinates were established by classical geodetic methods
 QF0917.and adjusted by the National Geodetic Survey in March 1998..
 QF0917
 QF0917.The orthometric height was scaled from a topographic map.
 QF0917
 QF0917.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0917
 QF0917.The geoid height was determined by GEOID03.
 QF0917
 QF0917;                    North         East     Units Scale Factor Converg.
 QF0917;SPC ME E     -   162,732.338   391,304.928   MT  1.00000247   +0 49 21.2
 QF0917;UTM  19      - 4,998,221.042   630,599.101   MT  0.99980972   +1 10 37.2
 QF0917
 QF0917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0917!SPC ME E     -   1.00000134  x   1.00000247  =   1.00000381
 QF0917!UTM  19      -   1.00000134  x   0.99980972  =   0.99981105
 QF0917
 QF0917                          SUPERSEDED SURVEY CONTROL
 QF0917
 QF0917  NAD 83(1992)-  45 07 31.39368(N)    067 20 21.64394(W) AD(       ) 3
 QF0917  NAD 83(1986)-  45 07 31.39590(N)    067 20 21.64901(W) AD(       ) 3
 QF0917  NAD 27      -  45 07 31.12400(N)    067 20 23.68800(W) AD(       ) 3
 QF0917
 QF0917.Superseded values are not recommended for survey control.
 QF0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0917.See file dsdata.txt to determine how the superseded data were derived.
 QF0917
 QF0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK3059998221(NAD 83)
 QF0917_MARKER: Z = SEE DESCRIPTION
 QF0917_SETTING: 66 = SET IN ROCK OUTCROP
 QF0917
 QF0917  HISTORY     - Date     Condition        Report By
 QF0917  HISTORY     - 1918     MONUMENTED       IBC
 QF0917
 QF0917                          STATION DESCRIPTION
 QF0917
 QF0917'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1918 (NWS)
 QF0917'ON HAYWOOD ISLAND IN THE BEND OF THE ST CROIX RIVER, ABOUT 1-3/8
 QF0917'MILES ABOVE BARING, 9.03 METERS S FROM HAYWOOD TRIANGULATION STATION.
 QF0917'THE STATION IS ON A OUTCROPPING ROCKY LEDGE 30 BY 20 FEET, A LITTLE
 QF0917'ABOVE HIGHWATER MARK.
 QF0917'
 QF0917'STATION MARK IS THE SHAFT ONLY OF A BOUNDARY REFERENCE POST, SET IN
 QF0917'A DRILL HOLE IN THE LEDGE, INSIDE A 4 - INCH SQUARE CUT IN THE ROCK.
 QF0917'---R.M. 204---IS CUT IN THE ROCK NEARBY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0868 ***********************************************************************
 QF0868  DESIGNATION -  REFERENCE MON 206
 QF0868  PID         -  QF0868
 QF0868  STATE/COUNTY-  ME/WASHINGTON
 QF0868  USGS QUAD   -  CALAIS (1977)
 QF0868
 QF0868                         *CURRENT SURVEY CONTROL
 QF0868  ___________________________________________________________________
 QF0868* NAD 83(1996)-  45 07 49.80477(N)    067 19 23.97491(W)     ADJUSTED  
 QF0868* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 QF0868  ___________________________________________________________________
 QF0868  LAPLACE CORR-           4.92  (seconds)                    DEFLEC99
 QF0868  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 QF0868
 QF0868  HORZ ORDER  -  THIRD
 QF0868
 QF0868.The horizontal coordinates were established by classical geodetic methods
 QF0868.and adjusted by the National Geodetic Survey in March 1998..
 QF0868
 QF0868.The orthometric height was scaled from a topographic map.
 QF0868
 QF0868.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0868
 QF0868.The geoid height was determined by GEOID03.
 QF0868
 QF0868;                    North         East     Units Scale Factor Converg.
 QF0868;SPC ME E     -   163,318.702   392,556.868   MT  1.00000530   +0 50 02.3
 QF0868;UTM  19      - 4,998,815.026   631,847.149   MT  0.99981375   +1 11 18.4
 QF0868
 QF0868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0868!SPC ME E     -   1.00000133  x   1.00000530  =   1.00000663
 QF0868!UTM  19      -   1.00000133  x   0.99981375  =   0.99981508
 QF0868
 QF0868:                Primary Azimuth Mark                     Grid Az
 QF0868:SPC ME E     -  BARING SCHOOL CUPOLA                     053 32 47.0
 QF0868:UTM  19      -  BARING SCHOOL CUPOLA                     053 11 30.9
 QF0868
 QF0868|---------------------------------------------------------------------|
 QF0868| PID    Reference Object                     Distance      Geod. Az  |
 QF0868|                                                           dddmmss.s |
 QF0868| QF0762 BARING SCHOOL CUPOLA                APPROX. 0.8 KM 0542249.3 |
 QF0868| QF0867 PRATT                                43.620 METERS 14106     |
 QF0868| QF0871 REFERENCE MON 205                   166.061 METERS 33928     |
 QF0868| QF0870 HEATER IBC                          153.321 METERS 34448     |
 QF0868|---------------------------------------------------------------------|
 QF0868
 QF0868                          SUPERSEDED SURVEY CONTROL
 QF0868
 QF0868  NAD 83(1992)-  45 07 49.79965(N)    067 19 23.97319(W) AD(       ) 3
 QF0868  NAD 83(1986)-  45 07 49.80197(N)    067 19 23.97809(W) AD(       ) 3
 QF0868  NAD 27      -  45 07 49.52900(N)    067 19 26.01300(W) AD(       ) 3
 QF0868
 QF0868.Superseded values are not recommended for survey control.
 QF0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0868.See file dsdata.txt to determine how the superseded data were derived.
 QF0868
 QF0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK3184798815(NAD 83)
 QF0868_MARKER: DH = HORIZONTAL CONTROL DISK
 QF0868_SETTING: 66 = SET IN ROCK OUTCROP
 QF0868
 QF0868  HISTORY     - Date     Condition        Report By
 QF0868  HISTORY     - 1918     MONUMENTED       IBC
 QF0868
 QF0868                          STATION DESCRIPTION
 QF0868
 QF0868'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1918 (NWS)
 QF0868'ON THE S SIDE OF THE ST CROIX RIVER, ON PRATT POINT, ABOUT 1/2
 QF0868'MILE ABOVE BARING.  THE STATION IS ABOUT 30 METERS BACK FROM THE
 QF0868'RIVER, ON A ROCKY LEDGE, AND IS N 38 DEGREES 54 MINUTES W, 43.6 METERS
 QF0868'FROM THE TRIANGULATION STATION---PRATT---.  LEDGE SPARSELY WOODED.
 QF0868'
 QF0868'STATION MARK IS AN IBC BRONZE STATION DISK, STAMPED---206---, SET IN
 QF0868'A DRILL HOLE IN THE LEDGE, ON THE SITE OF FORMER REFERENCE
 QF0868'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0853 ***********************************************************************
 QF0853  DESIGNATION -  REFERENCE MON 208
 QF0853  PID         -  QF0853
 QF0853  STATE/COUNTY-  ME/WASHINGTON
 QF0853  USGS QUAD   -  CALAIS (1977)
 QF0853
 QF0853                         *CURRENT SURVEY CONTROL
 QF0853  ___________________________________________________________________
 QF0853* NAD 83(1996)-  45 08 12.16798(N)    067 19 01.39708(W)     ADJUSTED  
 QF0853* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 QF0853  ___________________________________________________________________
 QF0853  LAPLACE CORR-           4.90  (seconds)                    DEFLEC99
 QF0853  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 QF0853
 QF0853  HORZ ORDER  -  THIRD
 QF0853
 QF0853.The horizontal coordinates were established by classical geodetic methods
 QF0853.and adjusted by the National Geodetic Survey in March 1998..
 QF0853
 QF0853.The orthometric height was scaled from a topographic map.
 QF0853
 QF0853.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0853
 QF0853.The geoid height was determined by GEOID03.
 QF0853
 QF0853;                    North         East     Units Scale Factor Converg.
 QF0853;SPC ME E     -   164,016.200   393,040.089   MT  1.00000641   +0 50 18.7
 QF0853;UTM  19      - 4,999,515.366   632,325.954   MT  0.99981530   +1 11 34.9
 QF0853
 QF0853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0853!SPC ME E     -   1.00000259  x   1.00000641  =   1.00000900
 QF0853!UTM  19      -   1.00000259  x   0.99981530  =   0.99981788
 QF0853
 QF0853                          SUPERSEDED SURVEY CONTROL
 QF0853
 QF0853  NAD 83(1992)-  45 08 12.16287(N)    067 19 01.39530(W) AD(       ) 3
 QF0853  NAD 83(1986)-  45 08 12.16526(N)    067 19 01.40017(W) AD(       ) 3
 QF0853  NAD 27      -  45 08 11.89400(N)    067 19 03.43200(W) AD(       ) 3
 QF0853
 QF0853.Superseded values are not recommended for survey control.
 QF0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0853.See file dsdata.txt to determine how the superseded data were derived.
 QF0853
 QF0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK3232699515(NAD 83)
 QF0853_MARKER: Z = SEE DESCRIPTION
 QF0853_SETTING: 66 = SET IN ROCK OUTCROP
 QF0853
 QF0853  HISTORY     - Date     Condition        Report By
 QF0853  HISTORY     - 1918     MONUMENTED       IBC
 QF0853
 QF0853                          STATION DESCRIPTION
 QF0853
 QF0853'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1918 (NWS)
 QF0853'ON THE E BANK OF THE ST CROIX RIVER, IN THE TOWN OF BARING.  THE
 QF0853'STATION IS ABOUT 25 METERS N OF THE INTERNATIONAL HIGHWAY BRIDGE
 QF0853'AND BETWEEN THE RAILROAD TRACK AND THE RIVER, ABOUT 18 METERS FROM
 QF0853'THE RAILROAD, AND 40 METERS FROM THE RIVER.
 QF0853'
 QF0853'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE
 QF0853'POST SET IN A DRILL HOLE IN OUTCROPPING ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1859 ***********************************************************************
 QF1859  DESIGNATION -  REFERENCE MON 20=ENTRANCE
 QF1859  PID         -  QF1859
 QF1859  STATE/COUNTY-  ME/AROOSTOOK
 QF1859  USGS QUAD   -  ORIENT (1989)
 QF1859
 QF1859                         *CURRENT SURVEY CONTROL
 QF1859  ___________________________________________________________________
 QF1859* NAD 83(1996)-  45 49 47.01735(N)    067 45 40.54178(W)     ADJUSTED  
 QF1859* NAVD 88     -       132.     (meters)     433.     (feet)  SCALED    
 QF1859  ___________________________________________________________________
 QF1859  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 QF1859  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 QF1859
 QF1859  HORZ ORDER  -  THIRD
 QF1859
 QF1859.The horizontal coordinates were established by classical geodetic methods
 QF1859.and adjusted by the National Geodetic Survey in March 1998..
 QF1859
 QF1859.The orthometric height was scaled from a topographic map.
 QF1859
 QF1859.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1859
 QF1859.The geoid height was determined by GEOID03.
 QF1859
 QF1859;                    North         East     Units Scale Factor Converg.
 QF1859;SPC ME E     -   240,615.471   357,394.609   MT  0.99994048   +0 31 47.6
 QF1859;UTM  19      - 5,075,875.341   596,211.971   MT  0.99971380   +0 53 18.9
 QF1859
 QF1859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1859!SPC ME E     -   0.99998304  x   0.99994048  =   0.99992353
 QF1859!UTM  19      -   0.99998304  x   0.99971380  =   0.99969685
 QF1859
 QF1859|---------------------------------------------------------------------|
 QF1859| PID    Reference Object                     Distance      Geod. Az  |
 QF1859|                                                           dddmmss.s |
 QF1859| CE9474 ENTRANCE RM                           6.900 METERS 13730     |
 QF1859| QF1857 PICNIC                              APPROX. 1.8 KM 1504843.0 |
 QF1859| QF1856 GULL ROCK 2 IBC 1911                APPROX. 0.6 KM 1910451.5 |
 QF1859| QF1868 REFERENCE MON 21=MARYA              403.541 METERS 2292604.0 |
 QF1859| QF1867 WALL IBC                            325.701 METERS 24305     |
 QF1859| QF1864 DOE IBC                             473.331 METERS 3291719.9 |
 QF1859|---------------------------------------------------------------------|
 QF1859
 QF1859                          SUPERSEDED SURVEY CONTROL
 QF1859
 QF1859  NAD 83(1992)-  45 49 47.01461(N)    067 45 40.54027(W) AD(       ) 3
 QF1859  NAD 83(1986)-  45 49 47.02049(N)    067 45 40.56039(W) AD(       ) 3
 QF1859  NAD 27      -  45 49 46.81200(N)    067 45 42.51800(W) AD(       ) 3
 QF1859
 QF1859.Superseded values are not recommended for survey control.
 QF1859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1859.See file dsdata.txt to determine how the superseded data were derived.
 QF1859
 QF1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9621275875(NAD 83)
 QF1859_MARKER: Z = SEE DESCRIPTION
 QF1859_SETTING: 0 = UNSPECIFIED SETTING
 QF1859
 QF1859  HISTORY     - Date     Condition        Report By
 QF1859  HISTORY     - 1912     MONUMENTED       IBC
 QF1859  HISTORY     - 1972     GOOD             IBC
 QF1859
 QF1859                          STATION DESCRIPTION
 QF1859
 QF1859'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (JEM)
 QF1859'ON THE N SHORE OF NORTH LAKE, ON THE POINT 250 METERS E OF THE MOUTH
 QF1859'OF MONUMENT BROOK.  THE GROUND ON THIS POINT IS ABOUT 18 INCHES ABOVE
 QF1859'HIGH WATER, WITH TREES GROWING ABOUT 25 FEET W OF THE STATION AND
 QF1859'BUSHES 75 FEET W ALONG THE NARROW NECK OF LAND SHOWING AT HIGH WATER.
 QF1859'
 QF1859'STATION MARK IS A BOUNDARY REFERENCE POST SET IN A CONCRETE BASE NEAR
 QF1859'THE N SIDE OF THE NARROW NECK OF LAND.
 QF1859
 QF1859                          STATION RECOVERY (1972)
 QF1859
 QF1859'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1859'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0857 ***********************************************************************
 QF0857  DESIGNATION -  REFERENCE MON 210
 QF0857  PID         -  QF0857
 QF0857  STATE/COUNTY-  ME/WASHINGTON
 QF0857  USGS QUAD   -  CALAIS (1977)
 QF0857
 QF0857                         *CURRENT SURVEY CONTROL
 QF0857  ___________________________________________________________________
 QF0857* NAD 83(1996)-  45 08 24.84310(N)    067 19 06.13617(W)     ADJUSTED  
 QF0857* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 QF0857  ___________________________________________________________________
 QF0857  LAPLACE CORR-           4.81  (seconds)                    DEFLEC99
 QF0857  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 QF0857
 QF0857  HORZ ORDER  -  THIRD
 QF0857
 QF0857.The horizontal coordinates were established by classical geodetic methods
 QF0857.and adjusted by the National Geodetic Survey in March 1998..
 QF0857
 QF0857.The orthometric height was scaled from a topographic map.
 QF0857
 QF0857.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0857
 QF0857.The geoid height was determined by GEOID03.
 QF0857
 QF0857;                    North         East     Units Scale Factor Converg.
 QF0857;SPC ME E     -   164,405.935   392,930.831   MT  1.00000616   +0 50 15.5
 QF0857;UTM  19      - 4,999,904.344   632,214.309   MT  0.99981494   +1 11 31.8
 QF0857
 QF0857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0857!SPC ME E     -   1.00000133  x   1.00000616  =   1.00000749
 QF0857!UTM  19      -   1.00000133  x   0.99981494  =   0.99981627
 QF0857
 QF0857                          SUPERSEDED SURVEY CONTROL
 QF0857
 QF0857  NAD 83(1992)-  45 08 24.83800(N)    067 19 06.13439(W) AD(       ) 3
 QF0857  NAD 83(1986)-  45 08 24.84043(N)    067 19 06.13928(W) AD(       ) 3
 QF0857  NAD 27      -  45 08 24.57000(N)    067 19 08.17100(W) AD(       ) 3
 QF0857
 QF0857.Superseded values are not recommended for survey control.
 QF0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0857.See file dsdata.txt to determine how the superseded data were derived.
 QF0857
 QF0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK3221499904(NAD 83)
 QF0857_MARKER: DH = HORIZONTAL CONTROL DISK
 QF0857_SETTING: 80 = SET IN A BOULDER
 QF0857_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF0857
 QF0857  HISTORY     - Date     Condition        Report By
 QF0857  HISTORY     - 1918     MONUMENTED       IBC
 QF0857
 QF0857                          STATION DESCRIPTION
 QF0857
 QF0857'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1918 (NWS)
 QF0857'ON THE E BANK OF THE ST CROIX RIVER, 1/4 MILE N OF THE INTERNATIONAL
 QF0857'HIGHWAY BRIDGE AT BARING.  THE STATION IS ON THE UPSTREAM SIDE OF THE
 QF0857'FIRST ROCK POINT BELOW THE BRIDGE AND IS ABOUT 22 METERS E
 QF0857'OF---CHAIN ROCK---TRIANGULATION STATION.
 QF0857'
 QF0857'STATION MARK IS AN IBC BRONZE STATION DISK SET IN A DRILL HOLE IN
 QF0857'THE ROCK, ON THE SITE OF FORMER REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0915 ***********************************************************************
 QF0915  DESIGNATION -  REFERENCE MON 212
 QF0915  PID         -  QF0915
 QF0915  STATE/COUNTY-  ME/WASHINGTON
 QF0915  USGS QUAD   -  CALAIS (1977)
 QF0915
 QF0915                         *CURRENT SURVEY CONTROL
 QF0915  ___________________________________________________________________
 QF0915* NAD 83(1996)-  45 08 34.23421(N)    067 18 37.72534(W)     ADJUSTED  
 QF0915* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 QF0915  ___________________________________________________________________
 QF0915  LAPLACE CORR-           4.96  (seconds)                    DEFLEC99
 QF0915  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 QF0915
 QF0915  HORZ ORDER  -  THIRD
 QF0915
 QF0915.The horizontal coordinates were established by classical geodetic methods
 QF0915.and adjusted by the National Geodetic Survey in March 1998..
 QF0915
 QF0915.The orthometric height was scaled from a topographic map.
 QF0915
 QF0915.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0915
 QF0915.The geoid height was determined by GEOID03.
 QF0915
 QF0915;                    North         East     Units Scale Factor Converg.
 QF0915;SPC ME E     -   164,704.921   393,547.234   MT  1.00000757   +0 50 35.8
 QF0915;UTM  19      - 5,000,207.081   632,828.732   MT  0.99981694   +1 11 52.2
 QF0915
 QF0915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0915!SPC ME E     -   1.00000133  x   1.00000757  =   1.00000890
 QF0915!UTM  19      -   1.00000133  x   0.99981694  =   0.99981827
 QF0915
 QF0915                          SUPERSEDED SURVEY CONTROL
 QF0915
 QF0915  NAD 83(1992)-  45 08 34.22909(N)    067 18 37.72352(W) AD(       ) 3
 QF0915  NAD 83(1986)-  45 08 34.23155(N)    067 18 37.72839(W) AD(       ) 3
 QF0915  NAD 27      -  45 08 33.96000(N)    067 18 39.76000(W) AD(       ) 3
 QF0915
 QF0915.Superseded values are not recommended for survey control.
 QF0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0915.See file dsdata.txt to determine how the superseded data were derived.
 QF0915
 QF0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL3282900207(NAD 83)
 QF0915_MARKER: Z = SEE DESCRIPTION
 QF0915_SETTING: 80 = SET IN A BOULDER
 QF0915_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF0915
 QF0915  HISTORY     - Date     Condition        Report By
 QF0915  HISTORY     - 1918     MONUMENTED       IBC
 QF0915
 QF0915                          STATION DESCRIPTION
 QF0915
 QF0915'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1918 (NWS)
 QF0915'ON THE S BANK OF THE ST CROIX RIVER, AT RUSSELL POINT, 1/2 MILE
 QF0915'NE OF THE INTERNATIONAL HIGHWAY BRIDGE AT BARING.  THE STATION IS
 QF0915'ON THE SAME ROCK AS TRIANGULATION STATION---RUSSELL---AND IS 21
 QF0915'CENTIMETERS NW THEREFROM, IN LOW BUSHES.
 QF0915'
 QF0915'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE
 QF0915'POST SET IN A DRILL HOLE IN THE ROCK.  MONUMENT RAISED 1-1/2 INCHES,
 QF0915'BUT HELD FIRMLY BY WEDGE IN PRESENT POSITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0844 ***********************************************************************
 QF0844  DESIGNATION -  REFERENCE MON 214
 QF0844  PID         -  QF0844
 QF0844  STATE/COUNTY-  ME/WASHINGTON
 QF0844  USGS QUAD   -  CALAIS (1977)
 QF0844
 QF0844                         *CURRENT SURVEY CONTROL
 QF0844  ___________________________________________________________________
 QF0844* NAD 83(1996)-  45 09 38.26080(N)    067 18 04.86854(W)     ADJUSTED  
 QF0844* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 QF0844  ___________________________________________________________________
 QF0844  LAPLACE CORR-           4.61  (seconds)                    DEFLEC99
 QF0844  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 QF0844
 QF0844  HORZ ORDER  -  THIRD
 QF0844
 QF0844.The horizontal coordinates were established by classical geodetic methods
 QF0844.and adjusted by the National Geodetic Survey in March 1998..
 QF0844
 QF0844.The orthometric height was scaled from a topographic map.
 QF0844
 QF0844.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0844
 QF0844.The geoid height was determined by GEOID03.
 QF0844
 QF0844;                    North         East     Units Scale Factor Converg.
 QF0844;SPC ME E     -   166,691.877   394,235.680   MT  1.00000916   +0 51 00.0
 QF0844;UTM  19      - 5,002,197.880   633,504.739   MT  0.99981916   +1 12 16.8
 QF0844
 QF0844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0844!SPC ME E     -   1.00000133  x   1.00000916  =   1.00001049
 QF0844!UTM  19      -   1.00000133  x   0.99981916  =   0.99982049
 QF0844
 QF0844                          SUPERSEDED SURVEY CONTROL
 QF0844
 QF0844  NAD 83(1992)-  45 09 38.25564(N)    067 18 04.86659(W) AD(       ) 3
 QF0844  NAD 83(1986)-  45 09 38.25832(N)    067 18 04.87145(W) AD(       ) 3
 QF0844  NAD 27      -  45 09 37.99000(N)    067 18 06.90600(W) AD(       ) 3
 QF0844
 QF0844.Superseded values are not recommended for survey control.
 QF0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0844.See file dsdata.txt to determine how the superseded data were derived.
 QF0844
 QF0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL3350502198(NAD 83)
 QF0844_MARKER: Z = SEE DESCRIPTION
 QF0844_SETTING: 80 = SET IN A BOULDER
 QF0844_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF0844
 QF0844  HISTORY     - Date     Condition        Report By
 QF0844  HISTORY     - 1918     MONUMENTED       IBC
 QF0844
 QF0844                          STATION DESCRIPTION
 QF0844
 QF0844'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1918 (NWS)
 QF0844'ON THE E SIDE OF THE ST CROIX RIVER, ABOUT 1,200 METERS UPSTREAM
 QF0844'FROM THE MILLTOWN BRIDGE ACROSS THE ST CROIX RIVER, IN ROCKY PASTURE,
 QF0844'90 METERS UPSTREAM FROM A PIER ON THE BANK OF THE RIVER, AND ABOUT
 QF0844'60 METERS BACK FROM THE SHORELINE.  NOW COVERED AROUND STATION BY A
 QF0844'THICK CLUMP OF TAMARACKS.
 QF0844'
 QF0844'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE
 QF0844'POST SET IN A DRILL HOLE IN A BOULDER, 6 FEET IN DIAMETER AND 2 FEET
 QF0844'HIGH, WITH A LARGER ROCK 11 FEET TOWARD THE RIVER AND ANOTHER LARGE
 QF0844'ROCK 3 FEET HIGH, 25 FEET UPSTREAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0812 ***********************************************************************
 QF0812  DESIGNATION -  REFERENCE MON 215
 QF0812  PID         -  QF0812
 QF0812  STATE/COUNTY-  ME/WASHINGTON
 QF0812  USGS QUAD   -  CALAIS (1977)
 QF0812
 QF0812                         *CURRENT SURVEY CONTROL
 QF0812  ___________________________________________________________________
 QF0812* NAD 83(1996)-  45 10 11.75365(N)    067 17 44.53417(W)     ADJUSTED  
 QF0812* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 QF0812  ___________________________________________________________________
 QF0812  LAPLACE CORR-           4.38  (seconds)                    DEFLEC99
 QF0812  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 QF0812
 QF0812  HORZ ORDER  -  THIRD
 QF0812
 QF0812.The horizontal coordinates were established by classical geodetic methods
 QF0812.and adjusted by the National Geodetic Survey in March 1998..
 QF0812
 QF0812.The orthometric height was scaled from a topographic map.
 QF0812
 QF0812.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0812
 QF0812.The geoid height was determined by GEOID03.
 QF0812
 QF0812;                    North         East     Units Scale Factor Converg.
 QF0812;SPC ME E     -   167,732.329   394,664.338   MT  1.00001015   +0 51 14.9
 QF0812;UTM  19      - 5,003,240.768   633,926.868   MT  0.99982054   +1 12 31.9
 QF0812
 QF0812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0812!SPC ME E     -   1.00000259  x   1.00001015  =   1.00001274
 QF0812!UTM  19      -   1.00000259  x   0.99982054  =   0.99982313
 QF0812
 QF0812                          SUPERSEDED SURVEY CONTROL
 QF0812
 QF0812  NAD 83(1992)-  45 10 11.74845(N)    067 17 44.53220(W) AD(       ) 3
 QF0812  NAD 83(1986)-  45 10 11.75121(N)    067 17 44.53702(W) AD(       ) 3
 QF0812  NAD 27      -  45 10 11.48100(N)    067 17 46.57400(W) AD(       ) 3
 QF0812
 QF0812.Superseded values are not recommended for survey control.
 QF0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0812.See file dsdata.txt to determine how the superseded data were derived.
 QF0812
 QF0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL3392703241(NAD 83)
 QF0812_MARKER: DH = HORIZONTAL CONTROL DISK
 QF0812_SETTING: 80 = SET IN A BOULDER
 QF0812_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF0812
 QF0812  HISTORY     - Date     Condition        Report By
 QF0812  HISTORY     - 1912     MONUMENTED       IBC
 QF0812  HISTORY     - 1946     GOOD             IBC
 QF0812
 QF0812                          STATION DESCRIPTION
 QF0812
 QF0812'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (JEM)
 QF0812'AT MILLTOWN, ME, ABOUT 75 METERS BELOW THE MILLTOWN BRIDGE, AND
 QF0812'ABOUT 50 METERS BELOW THE WATER COMPANYS PUMPING PLANT, ON THE LARGE
 QF0812'ROCK ON THE EDGE OF THE ST CROIX RIVER LOCALLY KNOWN AS GOOSE ROCK.
 QF0812'
 QF0812'STATION MARK IS A BRONZ DISK, STAMPED---215---, SET IN A DRILL HOLE
 QF0812'IN THE ROCK.  A LARGE IRON RINGBOLT IS SET IN THE ROCK A LITTLE W OF
 QF0812'THE MARK.
 QF0812
 QF0812                          STATION RECOVERY (1946)
 QF0812
 QF0812'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF0812'ROCK IS 20 FEET OUTSIDE OF SHORE IN QUICK WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0806 ***********************************************************************
 QF0806  DESIGNATION -  REFERENCE MON 217=ISLAND
 QF0806  PID         -  QF0806
 QF0806  STATE/COUNTY-  ME/WASHINGTON
 QF0806  USGS QUAD   -  CALAIS (1977)
 QF0806
 QF0806                         *CURRENT SURVEY CONTROL
 QF0806  ___________________________________________________________________
 QF0806* NAD 83(1996)-  45 10 15.90738(N)    067 17 35.85410(W)     ADJUSTED  
 QF0806* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 QF0806  ___________________________________________________________________
 QF0806  LAPLACE CORR-           4.36  (seconds)                    DEFLEC99
 QF0806  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 QF0806
 QF0806  HORZ ORDER  -  THIRD
 QF0806
 QF0806.The horizontal coordinates were established by classical geodetic methods
 QF0806.and adjusted by the National Geodetic Survey in March 1998..
 QF0806
 QF0806.The orthometric height was scaled from a topographic map.
 QF0806
 QF0806.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0806
 QF0806.The geoid height was determined by GEOID03.
 QF0806
 QF0806;                    North         East     Units Scale Factor Converg.
 QF0806;SPC ME E     -   167,863.374   394,851.950   MT  1.00001059   +0 51 21.2
 QF0806;UTM  19      - 5,003,372.946   634,113.630   MT  0.99982116   +1 12 38.2
 QF0806
 QF0806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0806!SPC ME E     -   1.00000259  x   1.00001059  =   1.00001318
 QF0806!UTM  19      -   1.00000259  x   0.99982116  =   0.99982375
 QF0806
 QF0806:                Primary Azimuth Mark                     Grid Az
 QF0806:SPC ME E     -  MILLTOWN COT MIL LIGHT ROD IBC           004 12 47.3
 QF0806:UTM  19      -  MILLTOWN COT MIL LIGHT ROD IBC           003 51 30.3
 QF0806
 QF0806|---------------------------------------------------------------------|
 QF0806| PID    Reference Object                     Distance      Geod. Az  |
 QF0806|                                                           dddmmss.s |
 QF0806| QF0804 MILLTOWN COT MIL LIGHT ROD IBC      419.920 METERS 0050408.5 |
 QF0806| QF0800 GRISTMILL IBC                       223.526 METERS 01722     |
 QF0806| QF0791 REFERENCE MON 219=POHOUSE           489.644 METERS 0182627.9 |
 QF0806| QF0803 POINT A ON WASTE WIER IBC           140.357 METERS 01916     |
 QF0806| QF0826 HARRISON                            387.803 METERS 05832     |
 QF0806| QF0834 PUMPING STATION                     283.201 METERS 23605     |
 QF0806|---------------------------------------------------------------------|
 QF0806
 QF0806                          SUPERSEDED SURVEY CONTROL
 QF0806
 QF0806  NAD 83(1992)-  45 10 15.90219(N)    067 17 35.85210(W) AD(       ) 3
 QF0806  NAD 83(1986)-  45 10 15.90498(N)    067 17 35.85688(W) AD(       ) 3
 QF0806  NAD 27      -  45 10 15.63300(N)    067 17 37.89600(W) AD(       ) 3
 QF0806
 QF0806.Superseded values are not recommended for survey control.
 QF0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0806.See file dsdata.txt to determine how the superseded data were derived.
 QF0806
 QF0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL3411403373(NAD 83)
 QF0806_MARKER: Z = SEE DESCRIPTION
 QF0806_SETTING: 80 = SET IN A BOULDER
 QF0806_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF0806
 QF0806  HISTORY     - Date     Condition        Report By
 QF0806  HISTORY     - 1909     MONUMENTED       IBC
 QF0806  HISTORY     - 1972     POOR             IBC
 QF0806
 QF0806                          STATION DESCRIPTION
 QF0806
 QF0806'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (AJB)
 QF0806'ON THE UPPER END OF THE ISLAND IN THE ST CROIX RIVER,
 QF0806'AT MILLTOWN, KNOWN AS TODD ISLAND, ON A CRACKED ROCK 3.7 METERS
 QF0806'WIDE BY 6 METERS LONG AND 1.5 METERS HIGH AT ITS N END.  ITS S END IS
 QF0806'COVERED WITH EARTH AND IS ABOUT HALF THAT HEIGHT.
 QF0806'
 QF0806'STATION MARK IS A STANDARD 8-INCH MANGANESE-BRONZE REFERENCE POST SET
 QF0806'IN A DRILL HOLE IN THE ROCK.  THE LETTERS---C.R.M.---AND THREE CROSSES
 QF0806'WITHIN TRIANGLES ARE CUT IN THE ROCK.  THE NW AND SW CROSSES ARE EACH
 QF0806'2.63 METERS FROM THE STATION, AND THE THIRD CROSS IS 3.60 METERS FROM
 QF0806'THE STATION.
 QF0806
 QF0806                          STATION RECOVERY (1972)
 QF0806
 QF0806'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF0806'THE SHANK, THE C.R.M. AND THE NW CROSS WERE RECOVERED.  THE OTHER TWO
 QF0806'CROSSES WERE NOT LOOKED FOR. A FORKED BIRCH TREE, ONE LIMB OF WHICH IS
 QF0806'ABOUT THREE INCHES IN DIAMETER AND OTHER ABOUT FOUR TO FIVE INCHES IN
 QF0806'DIAMETER IS GROWING SIX INCHES NW OF THE STATION.  ROCKS WERE PILED
 QF0806'UPON THE STATION TO FACILITATE THE NEXT RECOVERY.
 QF0806'
 QF0806'THE EASIEST WAY TO FIND THIS MONUMENT IS TO PACE A COMPASS COURSE FROM
 QF0806'MONUMENT 218.
 QF0806'
 QF0806'IT IS SUGGESTED THAT BOATS BE TAKEN NO FURTHER DOWNSTREAM THAN THIS
 QF0806'ISLAND.  A VERY SEAWORTHY INFLATABLE BOAT WAS CAPSIZED JUST DOWNSTREAM
 QF0806'OF THIS ISLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0796 ***********************************************************************
 QF0796  DESIGNATION -  REFERENCE MON 218
 QF0796  PID         -  QF0796
 QF0796  STATE/COUNTY-  ME/WASHINGTON
 QF0796  USGS QUAD   -  CALAIS (1977)
 QF0796
 QF0796                         *CURRENT SURVEY CONTROL
 QF0796  ___________________________________________________________________
 QF0796* NAD 83(1996)-  45 10 16.80491(N)    067 17 31.71798(W)     ADJUSTED  
 QF0796* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 QF0796  ___________________________________________________________________
 QF0796  LAPLACE CORR-           4.36  (seconds)                    DEFLEC99
 QF0796  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 QF0796
 QF0796  HORZ ORDER  -  THIRD
 QF0796
 QF0796.The horizontal coordinates were established by classical geodetic methods
 QF0796.and adjusted by the National Geodetic Survey in March 1998..
 QF0796
 QF0796.The orthometric height was scaled from a topographic map.
 QF0796
 QF0796.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0796
 QF0796.The geoid height was determined by GEOID03.
 QF0796
 QF0796;                    North         East     Units Scale Factor Converg.
 QF0796;SPC ME E     -   167,892.428   394,941.846   MT  1.00001080   +0 51 24.1
 QF0796;UTM  19      - 5,003,402.551   634,203.327   MT  0.99982145   +1 12 41.1
 QF0796
 QF0796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0796!SPC ME E     -   1.00000259  x   1.00001080  =   1.00001339
 QF0796!UTM  19      -   1.00000259  x   0.99982145  =   0.99982404
 QF0796
 QF0796:                Primary Azimuth Mark                     Grid Az
 QF0796:SPC ME E     -  REFERENCE MON 219=POHOUSE                007 33 11.3
 QF0796:UTM  19      -  REFERENCE MON 219=POHOUSE                007 11 54.3
 QF0796
 QF0796|---------------------------------------------------------------------|
 QF0796| PID    Reference Object                     Distance      Geod. Az  |
 QF0796|                                                           dddmmss.s |
 QF0796| QF0791 REFERENCE MON 219=POHOUSE           441.539 METERS 0082435.4 |
 QF0796| QF0827 HARRISON ECC IBC                    297.436 METERS 05307     |
 QF0796|---------------------------------------------------------------------|
 QF0796
 QF0796                          SUPERSEDED SURVEY CONTROL
 QF0796
 QF0796  NAD 83(1992)-  45 10 16.79971(N)    067 17 31.71598(W) AD(       ) 3
 QF0796  NAD 83(1986)-  45 10 16.80250(N)    067 17 31.72075(W) AD(       ) 3
 QF0796  NAD 27      -  45 10 16.53000(N)    067 17 33.76000(W) AD(       ) 3
 QF0796
 QF0796.Superseded values are not recommended for survey control.
 QF0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0796.See file dsdata.txt to determine how the superseded data were derived.
 QF0796
 QF0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL3420303403(NAD 83)
 QF0796_MARKER: Z = SEE DESCRIPTION
 QF0796_SETTING: 80 = SET IN A BOULDER
 QF0796_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF0796
 QF0796  HISTORY     - Date     Condition        Report By
 QF0796  HISTORY     - 1922     MONUMENTED       IBC
 QF0796  HISTORY     - 1972     POOR             IBC
 QF0796
 QF0796                          STATION DESCRIPTION
 QF0796
 QF0796'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1922 (FHB)
 QF0796'ON THE LOWER END OF THE ISLAND IN THE ST CROIX RIVER, AT
 QF0796'MILLTOWN, KNOWN AS TODD ISLAND.  THE STATION IS 12 METERS FROM THE
 QF0796'SHORE OF THE ISLAND ACROSS THE STREET RAILWAY COMPANYS DAM AND 46
 QF0796'METERS FROM THE BRICK INCINERATOR ON THE ISLAND, ON A LARGE BOULDER,
 QF0796'THE HIGHEST ON THIS END OF THE ISLAND.
 QF0796'
 QF0796'STATION MARK IS A STANDARD 8-INCH MANGANESE-BRONZE REFERENCE POST SET
 QF0796'IN A DRILL HOLE IN THE BOULDER.
 QF0796
 QF0796                          STATION RECOVERY (1972)
 QF0796
 QF0796'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF0796'MONUMENT WAS RECOVERED AS DESCRIBED EXCEPT THAT ONLY THE SHANK
 QF0796'REMAINS. THE POST WAS BROKEN OFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0791 ***********************************************************************
 QF0791  DESIGNATION -  REFERENCE MON 219=POHOUSE
 QF0791  PID         -  QF0791
 QF0791  STATE/COUNTY-  ME/WASHINGTON
 QF0791  USGS QUAD   -  CALAIS (1977)
 QF0791
 QF0791                         *CURRENT SURVEY CONTROL
 QF0791  ___________________________________________________________________
 QF0791* NAD 83(1996)-  45 10 30.95388(N)    067 17 28.76051(W)     ADJUSTED  
 QF0791* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 QF0791  ___________________________________________________________________
 QF0791  LAPLACE CORR-           4.25  (seconds)                    DEFLEC99
 QF0791  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 QF0791
 QF0791  HORZ ORDER  -  THIRD
 QF0791
 QF0791.The horizontal coordinates were established by classical geodetic methods
 QF0791.and adjusted by the National Geodetic Survey in March 1998..
 QF0791
 QF0791.The orthometric height was scaled from a topographic map.
 QF0791
 QF0791.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0791
 QF0791.The geoid height was determined by GEOID03.
 QF0791
 QF0791;                    North         East     Units Scale Factor Converg.
 QF0791;SPC ME E     -   168,330.141   394,999.885   MT  1.00001093   +0 51 26.4
 QF0791;UTM  19      - 5,003,840.532   634,258.644   MT  0.99982164   +1 12 43.5
 QF0791
 QF0791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0791!SPC ME E     -   1.00000180  x   1.00001093  =   1.00001273
 QF0791!UTM  19      -   1.00000180  x   0.99982164  =   0.99982344
 QF0791
 QF0791|---------------------------------------------------------------------|
 QF0791| PID    Reference Object                     Distance      Geod. Az  |
 QF0791|                                                           dddmmss.s |
 QF0791| CE9475 POHOUSE RM 1                         20.730 METERS 03440     |
 QF0791| CE9476 POHOUSE RM 2                         15.778 METERS 06121     |
 QF0791| QF0789 SOUTH BASE IBC                       29.815 METERS 11434     |
 QF0791| QF0826 HARRISON                            315.649 METERS 14608     |
 QF0791| QF0785 MILLTOWN BAPT CH SPIRE IBC          475.238 METERS 1631052.9 |
 QF0791| QF0793 RR BRIDGE IBC                        59.691 METERS 19746     |
 QF0791| QF0806 REFERENCE MON 217=ISLAND            489.644 METERS 1982632.9 |
 QF0791| QF0800 GRISTMILL IBC                       266.191 METERS 19921     |
 QF0791| QF0792 SE CORNER BRIDGE GIRDER              36.390 METERS 20852     |
 QF0791| QF0817 MILLTOWN CONG CH SPIRE IBC          472.664 METERS 2401629.1 |
 QF0791| QF0804 MILLTOWN COT MIL LIGHT ROD IBC      126.531 METERS 24834     |
 QF0791| QF0802 GATEHOUSE GABLE IBC                  96.144 METERS 27457     |
 QF0791| QF0832 BARTON 2 IBC                        337.428 METERS 29716     |
 QF0791| QF0799 WATERTANK IBC                        98.612 METERS 30117     |
 QF0791| QF0829 FOWLER                              337.556 METERS 35803     |
 QF0791|---------------------------------------------------------------------|
 QF0791
 QF0791                          SUPERSEDED SURVEY CONTROL
 QF0791
 QF0791  NAD 83(1992)-  45 10 30.94867(N)    067 17 28.75847(W) AD(       ) 3
 QF0791  NAD 83(1986)-  45 10 30.95152(N)    067 17 28.76324(W) AD(       ) 3
 QF0791  NAD 27      -  45 10 30.68100(N)    067 17 30.80100(W) AD(       ) 3
 QF0791
 QF0791.Superseded values are not recommended for survey control.
 QF0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0791.See file dsdata.txt to determine how the superseded data were derived.
 QF0791
 QF0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL3425903841(NAD 83)
 QF0791_MARKER: Z = SEE DESCRIPTION
 QF0791_SETTING: 66 = SET IN ROCK OUTCROP
 QF0791
 QF0791  HISTORY     - Date     Condition        Report By
 QF0791  HISTORY     - 1909     MONUMENTED       IBC
 QF0791  HISTORY     - 1972     MARK NOT FOUND   IBC
 QF0791
 QF0791                          STATION DESCRIPTION
 QF0791
 QF0791'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JEM)
 QF0791'ON THE E SIDE OF THE ST CROIX RIVER, DIRECTLY ACROSS THE RIVER FROM
 QF0791'THE COTTON MILL A MILLTOWN, NB.  IT IS ON THE FLAT-TOPPED BLUFF
 QF0791'DIRECTLY ABOVE THE RAILROAD BRIDGE BY WHICH THE MAINE CENTRAL RAILROAD
 QF0791'CONNECTS WITH THE CANADIAN PACIFIC RAILWAY.  JUST TO THE NE OF THE
 QF0791'STATION IS THE CALAIS POORHOUSE AND POOR FARM, AND A ROAD WHICH RUNS
 QF0791'FROM NORTH STREET TO THE POORHOUSE PASSES BETWEEN THE STATION AND THE
 QF0791'POOR-FARM FENCE.
 QF0791'
 QF0791'STATION MARK IS A STANDARD 8-INCH MANGANESE-BRONZE REFERENCE POST SET
 QF0791'IN A DRILL HOLE IN AN EXPOSED LEDGE OF ROCK.  A CROSS WITHIN A
 QF0791'TRIANGLE CUT ON A GRANITE BOULDER ON A LITTLE RISE ACROSS THE ROAD
 QF0791'FROM THE STATION BEARS N 34 40 E, 20.73 METERS DISTANT FROM
 QF0791'THE STATION.  AND A CROSS WITHIN A TRIANGLE CUT ON THE TOP OF A DARK-
 QF0791'COLORED BOULDER BEARS N 71 21 E, 15.78 METERS DISTANT FROM THE
 QF0791'STATION.
 QF0791
 QF0791                          STATION RECOVERY (1972)
 QF0791
 QF0791'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF0791'TWO MEN LOOKED FOR MORE THAN 1-1/2 HOURS WITHOUT SUCCESS. THE POOR
 QF0791'HOUSE AND THE POOR FARM ARE GONE AS ARE THE BOULDERS WITH CROSSES AND
 QF0791'TRIANGLES.  MONUMENT IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1868 ***********************************************************************
 QF1868  DESIGNATION -  REFERENCE MON 21=MARYA
 QF1868  PID         -  QF1868
 QF1868  STATE/COUNTY-  ME/AROOSTOOK
 QF1868  USGS QUAD   -  ORIENT (1989)
 QF1868
 QF1868                         *CURRENT SURVEY CONTROL
 QF1868  ___________________________________________________________________
 QF1868* NAD 83(1996)-  45 49 38.51719(N)    067 45 54.74441(W)     ADJUSTED  
 QF1868* NAVD 88     -       133.     (meters)     436.     (feet)  SCALED    
 QF1868  ___________________________________________________________________
 QF1868  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 QF1868  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 QF1868
 QF1868  HORZ ORDER  -  THIRD
 QF1868
 QF1868.The horizontal coordinates were established by classical geodetic methods
 QF1868.and adjusted by the National Geodetic Survey in March 1998..
 QF1868
 QF1868.The orthometric height was scaled from a topographic map.
 QF1868
 QF1868.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1868
 QF1868.The geoid height was determined by GEOID03.
 QF1868
 QF1868;                    North         East     Units Scale Factor Converg.
 QF1868;SPC ME E     -   240,350.233   357,090.512   MT  0.99994006   +0 31 37.3
 QF1868;UTM  19      - 5,075,608.266   595,909.609   MT  0.99971309   +0 53 08.6
 QF1868
 QF1868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1868!SPC ME E     -   0.99998289  x   0.99994006  =   0.99992295
 QF1868!UTM  19      -   0.99998289  x   0.99971309  =   0.99969598
 QF1868
 QF1868:                Primary Azimuth Mark                     Grid Az
 QF1868:SPC ME E     -  REFERENCE MON 20=ENTRANCE                048 54 16.5
 QF1868:UTM  19      -  REFERENCE MON 20=ENTRANCE                048 32 45.2
 QF1868
 QF1868|---------------------------------------------------------------------|
 QF1868| PID    Reference Object                     Distance      Geod. Az  |
 QF1868|                                                           dddmmss.s |
 QF1868| QF1859 REFERENCE MON 20=ENTRANCE           403.541 METERS 0492553.8 |
 QF1868| QF1856 GULL ROCK 2 IBC 1911                343.028 METERS 14412     |
 QF1868|---------------------------------------------------------------------|
 QF1868
 QF1868                          SUPERSEDED SURVEY CONTROL
 QF1868
 QF1868  NAD 83(1992)-  45 49 38.51443(N)    067 45 54.74293(W) AD(       ) 3
 QF1868  NAD 83(1986)-  45 49 38.52018(N)    067 45 54.76315(W) AD(       ) 3
 QF1868  NAD 27      -  45 49 38.31151(N)    067 45 56.72085(W) AD(       ) 3
 QF1868
 QF1868.Superseded values are not recommended for survey control.
 QF1868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1868.See file dsdata.txt to determine how the superseded data were derived.
 QF1868
 QF1868_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9591075608(NAD 83)
 QF1868_MARKER: Z = SEE DESCRIPTION
 QF1868_SETTING: 0 = UNSPECIFIED SETTING
 QF1868
 QF1868  HISTORY     - Date     Condition        Report By
 QF1868  HISTORY     - 1912     MONUMENTED       IBC
 QF1868  HISTORY     - 1972     GOOD             IBC
 QF1868
 QF1868                          STATION DESCRIPTION
 QF1868
 QF1868'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (JEM)
 QF1868'ON THE W SHORE OF NORTH LAKE, ABOUT 350 METERS BELOW THE MOUTH OF
 QF1868'MONUMENT BROOK.  THE STATION IS ON A LARGE GRANITE BOULDER WHOSE
 QF1868'DIMENSIONS ARE 3.2 METERS BY 5.2 METERS AND 1.6 METERS IN HEIGHT.
 QF1868'THIS IS THE FIRST LARGE BOULDER ON THE UNITED STATES SHORE BELOW
 QF1868'MONUMENT BROOK.
 QF1868'
 QF1868'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE POST
 QF1868'SET IN A DRILL HOLE IN THE BOULDER.
 QF1868
 QF1868                          STATION RECOVERY (1972)
 QF1868
 QF1868'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1868'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1942 ***********************************************************************
 QF1942  DESIGNATION -  REFERENCE MON 22
 QF1942  PID         -  QF1942
 QF1942  STATE/COUNTY-  ME/AROOSTOOK
 QF1942  USGS QUAD   -  ORIENT (1989)
 QF1942
 QF1942                         *CURRENT SURVEY CONTROL
 QF1942  ___________________________________________________________________
 QF1942* NAD 83(1996)-  45 49 14.79639(N)    067 45 39.33737(W)     ADJUSTED  
 QF1942* NAVD 88     -       132.     (meters)     433.     (feet)  SCALED    
 QF1942  ___________________________________________________________________
 QF1942  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 QF1942  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 QF1942
 QF1942  HORZ ORDER  -  THIRD
 QF1942
 QF1942.The horizontal coordinates were established by classical geodetic methods
 QF1942.and adjusted by the National Geodetic Survey in March 1998..
 QF1942
 QF1942.The orthometric height was scaled from a topographic map.
 QF1942
 QF1942.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1942
 QF1942.The geoid height was determined by GEOID03.
 QF1942
 QF1942;                    North         East     Units Scale Factor Converg.
 QF1942;SPC ME E     -   239,621.010   357,429.805   MT  0.99994053   +0 31 48.2
 QF1942;UTM  19      - 5,074,881.345   596,253.382   MT  0.99971390   +0 53 19.3
 QF1942
 QF1942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1942!SPC ME E     -   0.99998305  x   0.99994053  =   0.99992358
 QF1942!UTM  19      -   0.99998305  x   0.99971390  =   0.99969695
 QF1942
 QF1942                          SUPERSEDED SURVEY CONTROL
 QF1942
 QF1942  NAD 83(1992)-  45 49 14.79360(N)    067 45 39.33585(W) AD(       ) 4
 QF1942  NAD 83(1986)-  45 49 14.79909(N)    067 45 39.35574(W) AD(       ) 4
 QF1942  NAD 27      -  45 49 14.58936(N)    067 45 41.31382(W) AD(       ) 3
 QF1942
 QF1942.Superseded values are not recommended for survey control.
 QF1942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1942.See file dsdata.txt to determine how the superseded data were derived.
 QF1942
 QF1942_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9625374881(NAD 83)
 QF1942_MARKER: Z = SEE DESCRIPTION
 QF1942_SETTING: 0 = UNSPECIFIED SETTING
 QF1942
 QF1942  HISTORY     - Date     Condition        Report By
 QF1942  HISTORY     - 1912     MONUMENTED       IBC
 QF1942  HISTORY     - 1972     GOOD             IBC
 QF1942
 QF1942                          STATION DESCRIPTION
 QF1942
 QF1942'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (JEM)
 QF1942'ON THE END OF A NARROW TONGUELIKE PENINSULA 200 METERS E OF THE
 QF1942'THOROUGH FARE, THE OUTLET OF NORTH LAKE.  THE STATION IS ON THE TOP
 QF1942'OF A HUGE BOULDER THAT IS ABOUT 15 METERS N AND IN FRONT OF JOHN
 QF1942'WATSONS COTTAGE WHICH HE CALLS---THE BOULDERS---.  TRIANGULATION
 QF1942'STATION BOULDERS IS ON A FLAT - TOPPED AND SMALLER GRAY GRANITE
 QF1942'BOULDER N 25 DEGREES 08 MINUTES W, 5.3 METERS, FROM THE MONUMENT.
 QF1942'
 QF1942'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE POST
 QF1942'SET IN A DRILL HOLE IN THE ROCK.
 QF1942
 QF1942                          STATION RECOVERY (1972)
 QF1942
 QF1942'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1942'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0787 ***********************************************************************
 QF0787  DESIGNATION -  REFERENCE MON 222
 QF0787  PID         -  QF0787
 QF0787  STATE/COUNTY-  ME/WASHINGTON
 QF0787  USGS QUAD   -  CALAIS (1977)
 QF0787
 QF0787                         *CURRENT SURVEY CONTROL
 QF0787  ___________________________________________________________________
 QF0787* NAD 83(1996)-  45 10 58.22944(N)    067 17 26.73022(W)     ADJUSTED  
 QF0787* NAVD 88     -        30.     (meters)      98.     (feet)  SCALED    
 QF0787  ___________________________________________________________________
 QF0787  LAPLACE CORR-           3.92  (seconds)                    DEFLEC99
 QF0787  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 QF0787
 QF0787  HORZ ORDER  -  THIRD
 QF0787
 QF0787.The horizontal coordinates were established by classical geodetic methods
 QF0787.and adjusted by the National Geodetic Survey in March 1998..
 QF0787
 QF0787.The orthometric height was scaled from a topographic map.
 QF0787
 QF0787.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0787
 QF0787.The geoid height was determined by GEOID03.
 QF0787
 QF0787;                    North         East     Units Scale Factor Converg.
 QF0787;SPC ME E     -   169,172.741   395,031.606   MT  1.00001101   +0 51 28.3
 QF0787;UTM  19      - 5,004,683.153   634,285.142   MT  0.99982172   +1 12 45.5
 QF0787
 QF0787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0787!SPC ME E     -   0.99999898  x   1.00001101  =   1.00000999
 QF0787!UTM  19      -   0.99999898  x   0.99982172  =   0.99982070
 QF0787
 QF0787:                Primary Azimuth Mark                     Grid Az
 QF0787:SPC ME E     -  REFERENCE MON 224=RANCH                  019 48 13.5
 QF0787:UTM  19      -  REFERENCE MON 224=RANCH                  019 26 56.3
 QF0787
 QF0787|---------------------------------------------------------------------|
 QF0787| PID    Reference Object                     Distance      Geod. Az  |
 QF0787|                                                           dddmmss.s |
 QF0787| QF0783 REFERENCE MON 224=RANCH             410.567 METERS 0203941.8 |
 QF0787| QF0798 REFERENCE MON 223                   235.820 METERS 32901     |
 QF0787| QF0797 SLOPE IBC                           403.157 METERS 3433137.4 |
 QF0787|---------------------------------------------------------------------|
 QF0787
 QF0787                          SUPERSEDED SURVEY CONTROL
 QF0787
 QF0787  NAD 83(1992)-  45 10 58.22422(N)    067 17 26.72814(W) AD(       ) 3
 QF0787  NAD 83(1986)-  45 10 58.22716(N)    067 17 26.73291(W) AD(       ) 3
 QF0787  NAD 27      -  45 10 57.95900(N)    067 17 28.76900(W) AD(       ) 3
 QF0787
 QF0787.Superseded values are not recommended for survey control.
 QF0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0787.See file dsdata.txt to determine how the superseded data were derived.
 QF0787
 QF0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL3428504683(NAD 83)
 QF0787_MARKER: Z = SEE DESCRIPTION
 QF0787_SETTING: 66 = SET IN ROCK OUTCROP
 QF0787
 QF0787  HISTORY     - Date     Condition        Report By
 QF0787  HISTORY     - 1922     MONUMENTED       IBC
 QF0787
 QF0787                          STATION DESCRIPTION
 QF0787
 QF0787'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1922 (FHB)
 QF0787'ON THE HIGHEST OUTCROPPING LEDGE ON THE E SHORE OF THE ST CROIX
 QF0787'RIVER, IN THE SW PART OF CALAIS, ON THE FIRST ROCKY POINT, ABOUT 52
 QF0787'METERS ABOVE THE UNION MILLS BRIDGE, ABOUT 50 METERS FROM THE U.S.
 QF0787'CUSTOMS HOUSE, AND 10 METERS SW OF A TIN CABIN.
 QF0787'
 QF0787'STATION MARK IS A BOUNDARY REFENCE POST SET IN A DRILL HOLE IN THE
 QF0787'UPPER END OF THE LEDGE.  A 1-1/2-INCH IRON BAR IS SET IN A DRILL HOLE
 QF0787'IN THE SAME LEDGE 46 CENTIMETERS N OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0783 ***********************************************************************
 QF0783  DESIGNATION -  REFERENCE MON 224=RANCH
 QF0783  PID         -  QF0783
 QF0783  STATE/COUNTY-  ME/WASHINGTON
 QF0783  USGS QUAD   -  CALAIS (1977)
 QF0783
 QF0783                         *CURRENT SURVEY CONTROL
 QF0783  ___________________________________________________________________
 QF0783* NAD 83(1996)-  45 11 10.67343(N)    067 17 20.09429(W)     ADJUSTED  
 QF0783* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 QF0783  ___________________________________________________________________
 QF0783  LAPLACE CORR-           3.78  (seconds)                    DEFLEC99
 QF0783  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 QF0783
 QF0783  HORZ ORDER  -  THIRD
 QF0783
 QF0783.The horizontal coordinates were established by classical geodetic methods
 QF0783.and adjusted by the National Geodetic Survey in March 1998..
 QF0783
 QF0783.The orthometric height was scaled from a topographic map.
 QF0783
 QF0783.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0783
 QF0783.The geoid height was determined by GEOID03.
 QF0783
 QF0783;                    North         East     Units Scale Factor Converg.
 QF0783;SPC ME E     -   169,559.030   395,170.707   MT  1.00001133   +0 51 33.2
 QF0783;UTM  19      - 5,005,070.223   634,421.823   MT  0.99982218   +1 12 50.5
 QF0783
 QF0783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0783!SPC ME E     -   1.00000134  x   1.00001133  =   1.00001267
 QF0783!UTM  19      -   1.00000134  x   0.99982218  =   0.99982352
 QF0783
 QF0783|---------------------------------------------------------------------|
 QF0783| PID    Reference Object                     Distance      Geod. Az  |
 QF0783|                                                           dddmmss.s |
 QF0783| QF0782 REFERENCE MON 225=IND PT            141.244 METERS 00423     |
 QF0783| QF0786 SLOUGH                              483.421 METERS 1870454.2 |
 QF0783| QF0804 MILLTOWN COT MIL LIGHT ROD IBC      APPROX. 1.3 KM 1933356.2 |
 QF0783| QF0787 REFERENCE MON 222                   410.567 METERS 2003946.5 |
 QF0783| QF0817 MILLTOWN CONG CH SPIRE IBC          APPROX. 1.6 KM 2021924.0 |
 QF0783| QF0794 UNION IBC                           496.300 METERS 2063101.3 |
 QF0783| QF0795 VERTICAL IRON ROD IBC               415.181 METERS 2142105.0 |
 QF0783| QF0798 REFERENCE MON 223                   322.524 METERS 23539     |
 QF0783| QF0790 SE BRICK PIER IBC                   195.731 METERS 24820     |
 QF0783| CE9477 RANCH RM 1                            1.435 METERS 26711     |
 QF0783| QF0797 SLOPE IBC                           259.200 METERS 27033     |
 QF0783| CE9478 RANCH RM 2                            9.279 METERS 32815     |
 QF0783|---------------------------------------------------------------------|
 QF0783
 QF0783                          SUPERSEDED SURVEY CONTROL
 QF0783
 QF0783  NAD 83(1992)-  45 11 10.66819(N)    067 17 20.09218(W) AD(       ) 3
 QF0783  NAD 83(1986)-  45 11 10.67116(N)    067 17 20.09695(W) AD(       ) 3
 QF0783  NAD 27      -  45 11 10.40300(N)    067 17 22.13300(W) AD(       ) 3
 QF0783
 QF0783.Superseded values are not recommended for survey control.
 QF0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0783.See file dsdata.txt to determine how the superseded data were derived.
 QF0783
 QF0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL3442205070(NAD 83)
 QF0783_MARKER: Z = SEE DESCRIPTION
 QF0783_SETTING: 66 = SET IN ROCK OUTCROP
 QF0783
 QF0783  HISTORY     - Date     Condition        Report By
 QF0783  HISTORY     - 1909     MONUMENTED       IBC
 QF0783
 QF0783                          STATION DESCRIPTION
 QF0783
 QF0783'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JEM)
 QF0783'ON THE E SIDE OF ST CROIX RIVER, AT CALAIS, ABOUT 700 METERS UPSTREAM
 QF0783'FROM THE CALAIS-ST STEPHEN BRIDGE, ON A ROCKY POINT BELONGING TO THE
 QF0783'INDIANS WHO LIVE IN CALAIS, ABOUT 60 METERS RIVERWARD FROM THE STREET,
 QF0783'AND ABOUT 70 METERS INLAND FROM THE RIVER.  THE W BOUNDARY OF THE
 QF0783'INDIAN TRACT IS MARKED BY SIX 1-INCH IRON RODS SET IN A ROW AND
 QF0783'PROJECTING ABOUT 6 INCHES ABOVE GROUND.  THE STATION IS 20 CENTIMETERS
 QF0783'N OF THE IRON ROD NEAREST THE RIVER.
 QF0783'
 QF0783'STATION MARK IS A STANDARD 8-INCH MANGANESE-BRONZE REFERENCE POST SET
 QF0783'IN A DRILL HOLE IN EXPOSED ROCK.  A CROSS WITHIN A TRIANGLE CUT ON A
 QF0783'PROTRUDING KNOB OF GRANITE BEARS S 87 11 W, 1.44 METERS
 QF0783'DISTANT, AND A LIKE MARK CUT ON A BARE SLOPING FACE OF LEDGE BEARS N
 QF0783'31 45 W, 9.28 METERS DISTANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0782 ***********************************************************************
 QF0782  DESIGNATION -  REFERENCE MON 225=IND PT
 QF0782  PID         -  QF0782
 QF0782  STATE/COUNTY-  ME/WASHINGTON
 QF0782  USGS QUAD   -  CALAIS (1977)
 QF0782
 QF0782                         *CURRENT SURVEY CONTROL
 QF0782  ___________________________________________________________________
 QF0782* NAD 83(1996)-  45 11 15.23533(N)    067 17 19.59936(W)     ADJUSTED  
 QF0782* NAVD 88     -        21.     (meters)      69.     (feet)  SCALED    
 QF0782  ___________________________________________________________________
 QF0782  LAPLACE CORR-           3.73  (seconds)                    DEFLEC99
 QF0782  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 QF0782
 QF0782  HORZ ORDER  -  THIRD
 QF0782
 QF0782.The horizontal coordinates were established by classical geodetic methods
 QF0782.and adjusted by the National Geodetic Survey in March 1998..
 QF0782
 QF0782.The orthometric height was scaled from a topographic map.
 QF0782
 QF0782.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0782
 QF0782.The geoid height was determined by GEOID03.
 QF0782
 QF0782;                    North         East     Units Scale Factor Converg.
 QF0782;SPC ME E     -   169,700.008   395,179.399   MT  1.00001135   +0 51 33.6
 QF0782;UTM  19      - 5,005,211.225   634,429.640   MT  0.99982220   +1 12 50.9
 QF0782
 QF0782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0782!SPC ME E     -   1.00000040  x   1.00001135  =   1.00001175
 QF0782!UTM  19      -   1.00000040  x   0.99982220  =   0.99982260
 QF0782
 QF0782|---------------------------------------------------------------------|
 QF0782| PID    Reference Object                     Distance      Geod. Az  |
 QF0782|                                                           dddmmss.s |
 QF0782| QF0781 YOUNGS HOUSE IBC                    377.547 METERS 01931     |
 QF0782| QF0779 STABLE IBC                          341.324 METERS 02507     |
 QF0782| QF0780 REFERENCE MON 226=LAWN              301.076 METERS 02807     |
 QF0782| QF0777 ST STEPHEN CATH CH SPIRE IBC        APPROX. 0.9 KM 0281249.0 |
 QF0782| CE9479 IND PT RM 1                          17.409 METERS 04602     |
 QF0782| CE9480 IND PT RM 2                          23.870 METERS 05916     |
 QF0782| QF0783 REFERENCE MON 224=RANCH             141.244 METERS 18423     |
 QF0782| QF0795 VERTICAL IRON ROD IBC               APPROX. 0.5 KM 2065229.7 |
 QF0782| QF0790 SE BRICK PIER IBC                   287.305 METERS 22207     |
 QF0782| QF0797 SLOPE IBC                           303.386 METERS 24252     |
 QF0782|---------------------------------------------------------------------|
 QF0782
 QF0782                          SUPERSEDED SURVEY CONTROL
 QF0782
 QF0782  NAD 83(1992)-  45 11 15.23008(N)    067 17 19.59724(W) AD(       ) 3
 QF0782  NAD 83(1986)-  45 11 15.23307(N)    067 17 19.60200(W) AD(       ) 3
 QF0782  NAD 27      -  45 11 14.96500(N)    067 17 21.63800(W) AD(       ) 3
 QF0782
 QF0782.Superseded values are not recommended for survey control.
 QF0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0782.See file dsdata.txt to determine how the superseded data were derived.
 QF0782
 QF0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL3443005211(NAD 83)
 QF0782_MARKER: Z = SEE DESCRIPTION
 QF0782_SETTING: 0 = UNSPECIFIED SETTING
 QF0782
 QF0782  HISTORY     - Date     Condition        Report By
 QF0782  HISTORY     - 1909     MONUMENTED       IBC
 QF0782
 QF0782                          STATION DESCRIPTION
 QF0782
 QF0782'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JEM)
 QF0782'ON THE BANK OF THE ST CROIX RIVER, IN CALAIS, ABOUT 575 METERS
 QF0782'UPSTREAM FROM THE CALAIS-ST STEPHEN BRIDGE, ON THE TOP OF THE BANK
 QF0782'ABOVE INDIAN POINT SIDING OF THE M.C.RR., ON THE PROPERTY OF JAMES
 QF0782'HILL, 10.7 METERS SW OF THE NE BUILDING LINE OF THE HOUSES ON THE SW
 QF0782'SIDE OF PRICE STREET, AND ALMOST OF THE EDGE OF THE STEEP BANK.
 QF0782'STATION ON PROPERTY OF C C MOWATT AND THE FIELD HAS SCATTERED LARGE
 QF0782'SLABS OF GRANITE, WITH THE STATION NEAR THE LARGEST PILE.
 QF0782'
 QF0782'STATION MARK IS 8-INCH MANGANESE-BRONZE REFERENCE POST IN DRILL HOLE
 QF0782'IN TOP OF GRANITE POST 6 INCHES SQUARE AND 2 FEET LONG, SHOWING 4
 QF0782'INCHES ABOVE THE GROUND.  SUBSURFACE MARK IS CENTER OF A 3-INCH TILE,
 QF0782'12 INCHES IN LENGTH, SET UNDER THE GRANITE POST.  A CROSS IN THE TOP
 QF0782'OF A CONCRETE-FILLED TILE SET FLUSH WITH THE GROUND, 1.5 METERS
 QF0782'RIVERWARD FROM THE LAST TELEPHONE POLE ON POOLE STREET BEARS N 46
 QF0782'02 E, 23.87 METERS DISTANT FROM THE STATION.  AND A CROSS WITH-
 QF0782'IN A TRIANGLE CUT ON A GRANITE ROCK AT THE END OF POOLE STREET BEARS N
 QF0782'59 16 E, 17.41 METERS DISTANT FROM THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0760 ***********************************************************************
 QF0760  DESIGNATION -  REFERENCE MON 229
 QF0760  PID         -  QF0760
 QF0760  STATE/COUNTY-  ME/WASHINGTON
 QF0760  USGS QUAD   -  CALAIS (1977)
 QF0760
 QF0760                         *CURRENT SURVEY CONTROL
 QF0760  ___________________________________________________________________
 QF0760* NAD 83(1996)-  45 11 11.27259(N)    067 15 59.81324(W)     ADJUSTED  
 QF0760* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 QF0760  ___________________________________________________________________
 QF0760  LAPLACE CORR-           3.66  (seconds)                    DEFLEC99
 QF0760  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 QF0760
 QF0760  HORZ ORDER  -  THIRD
 QF0760
 QF0760.The horizontal coordinates were established by classical geodetic methods
 QF0760.and adjusted by the National Geodetic Survey in March 1998..
 QF0760
 QF0760.The orthometric height was scaled from a topographic map.
 QF0760
 QF0760.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0760
 QF0760.The geoid height was determined by GEOID03.
 QF0760
 QF0760;                    North         East     Units Scale Factor Converg.
 QF0760;SPC ME E     -   169,604.049   396,922.848   MT  1.00001547   +0 52 30.1
 QF0760;UTM  19      - 5,005,126.080   636,173.321   MT  0.99982800   +1 13 47.5
 QF0760
 QF0760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0760!SPC ME E     -   1.00000274  x   1.00001547  =   1.00001821
 QF0760!UTM  19      -   1.00000274  x   0.99982800  =   0.99983074
 QF0760
 QF0760                          SUPERSEDED SURVEY CONTROL
 QF0760
 QF0760  NAD 83(1992)-  45 11 11.26727(N)    067 15 59.81121(W) AD(       ) 3
 QF0760  NAD 83(1986)-  45 11 11.27025(N)    067 15 59.81577(W) AD(       ) 3
 QF0760  NAD 27      -  45 11 11.00000(N)    067 16 01.84800(W) AD(       ) 3
 QF0760
 QF0760.Superseded values are not recommended for survey control.
 QF0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0760.See file dsdata.txt to determine how the superseded data were derived.
 QF0760
 QF0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL3617305126(NAD 83)
 QF0760
 QF0760  HISTORY     - Date     Condition        Report By
 QF0760  HISTORY     - 1921     MONUMENTED       CGS
 QF0760  HISTORY     - 1946     SEE DESCRIPTION  CGS
 QF0760
 QF0760                          STATION DESCRIPTION
 QF0760
 QF0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (NWS)
 QF0760'STATION IS ON THE S SHORE OF THE ST. CROIX RIVER IN THE EASTERN
 QF0760'PART OF CALAIS, ABOUT 50 METERS E OF THE RIVER END OF BARKER
 QF0760'STREET, ON A LITTLE KNOLL ABOUT 30 METERS FROM THE RIVER.
 QF0760'
 QF0760'THE STATION MARK IS A STANDARD 8-INCH MANGANESE-BRONZE REFERENCE
 QF0760'POST SET IN A DRILL HOLE IN A ROCK.  TRIANGULATION STATION BOX
 QF0760'BEARS N 68 DEG 08 MIN W, 72.4 METERS DISTANT FROM THE STATION.
 QF0760
 QF0760                          STATION RECOVERY (1946)
 QF0760
 QF0760'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (NWS)
 QF0760'STATION LOST IN 1946.  TRIANGULATION STATION BOX 2 CAN BE USED
 QF0760'IN PLACE OF THIS MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0752 ***********************************************************************
 QF0752  DESIGNATION -  REFERENCE MON 231
 QF0752  PID         -  QF0752
 QF0752  STATE/COUNTY-  ME/WASHINGTON
 QF0752  USGS QUAD   -  CALAIS (1977)
 QF0752
 QF0752                         *CURRENT SURVEY CONTROL
 QF0752  ___________________________________________________________________
 QF0752* NAD 83(1996)-  45 10 48.40758(N)    067 15 01.36247(W)     ADJUSTED  
 QF0752* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 QF0752  ___________________________________________________________________
 QF0752  LAPLACE CORR-           4.03  (seconds)                    DEFLEC99
 QF0752  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 QF0752
 QF0752  HORZ ORDER  -  THIRD
 QF0752
 QF0752.The horizontal coordinates were established by classical geodetic methods
 QF0752.and adjusted by the National Geodetic Survey in March 1998..
 QF0752
 QF0752.The orthometric height was scaled from a topographic map.
 QF0752
 QF0752.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0752
 QF0752.The geoid height was determined by GEOID03.
 QF0752
 QF0752;                    North         East     Units Scale Factor Converg.
 QF0752;SPC ME E     -   168,917.871   398,209.664   MT  1.00001856   +0 53 11.3
 QF0752;UTM  19      - 5,004,448.012   637,464.120   MT  0.99983235   +1 14 28.5
 QF0752
 QF0752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0752!SPC ME E     -   1.00000226  x   1.00001856  =   1.00002082
 QF0752!UTM  19      -   1.00000226  x   0.99983235  =   0.99983461
 QF0752
 QF0752                          SUPERSEDED SURVEY CONTROL
 QF0752
 QF0752  NAD 83(1992)-  45 10 48.40219(N)    067 15 01.36047(W) AD(       ) 3
 QF0752  NAD 83(1986)-  45 10 48.40507(N)    067 15 01.36484(W) AD(       ) 3
 QF0752  NAD 27      -  45 10 48.13700(N)    067 15 03.40300(W) AD(       ) 3
 QF0752
 QF0752.Superseded values are not recommended for survey control.
 QF0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0752.See file dsdata.txt to determine how the superseded data were derived.
 QF0752
 QF0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL3746404448(NAD 83)
 QF0752_MARKER: Z = SEE DESCRIPTION
 QF0752_SETTING: 80 = SET IN A BOULDER
 QF0752_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF0752
 QF0752  HISTORY     - Date     Condition        Report By
 QF0752  HISTORY     - 1921     MONUMENTED       IBC
 QF0752  HISTORY     - 1946     SEE DESCRIPTION  CGS
 QF0752
 QF0752                          STATION DESCRIPTION
 QF0752
 QF0752'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1921 (NWS)
 QF0752'ON THE W BANK OF THE ST CROIX RIVER, ABOUT 2 MILES BELOW THE CALAIS-
 QF0752'ST STEPHEN BRIDGE, ON THE FIRST POINT BELOW THE LOWER WHARF AT THE
 QF0752'STREAMER LANDING.  THE POINT IS COVERED WITH LARGE PINE TREES, THE
 QF0752'LARGEST BELOW THE CALAIS-ST STEPHEN BRIDGE, AND IS A FAVORITE SPOT
 QF0752'FOR PICNICS.  THE STATION IS ON A BOULDER WITH EXPOSED DIMENSIONS 1.2
 QF0752'BY 0.6 METER.  A BRONZE DISK MARKING---BIG TREES TABLET---
 QF0752'TRIANGULATION STATION IS IN THE SAME BOULDER, BESIDE THE STATION.
 QF0752'
 QF0752'STATION MARK IS A STANDARD 8-INCH MANGANESE-BRONZE REFERENCE POST SET
 QF0752'IN A DRILL HOLE IN THE BOULDER.  SHANK ONLY LEFT FLUSH WITH ROCK.
 QF0752'NUMBER IS CUT IN THE ROCK.
 QF0752
 QF0752                          STATION RECOVERY (1946)
 QF0752
 QF0752'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (NWS)
 QF0752'STATION IS ON THE W BANK OF THE ST. CROIX RIVER, ABOUT 2 MILES
 QF0752'BELOW THE CALAIS-ST. STEPHEN BRIDGE, ON THE FIRST POINT BELOW THE
 QF0752'LOWER WHARF AT THE STEAMER LANDING.  THE POINT IS COVERED WITH
 QF0752'LARGE PINE TREES, THE LARGEST BELOW THE CALAIS-ST. STEPHEN
 QF0752'BRIDGE, AND IS A FAVORITE SPOT FOR PICNICS.  THE STATION IS ON A
 QF0752'BOULDER WITH EXPOSED DIMENSIONS 1.2 BY 0.8 BY 0.6 METER.  A
 QF0752'BRONZE DISK MARKING BIG TREES TABLET TRIANGULATION STATION IS IN
 QF0752'THE SAME BOULDER, BESIDE THE STATION.
 QF0752'
 QF0752'STATION MARK IS A STANDARD 8-INCH MANGANESE-BRONZE REFERENCE
 QF0752'POST SET IN A DRILL HOLE IN THE BOULDER.  SHANK ONLY LEFT FLUSH
 QF0752'WITH ROCK.  NUMBER IS CUT IN THE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0706 ***********************************************************************
 QF0706  DESIGNATION -  REFERENCE MON 233=BOG BROOK LH
 QF0706  PID         -  QF0706
 QF0706  STATE/COUNTY-  ME/WASHINGTON
 QF0706  USGS QUAD   -  DEVILS HEAD (1977)
 QF0706
 QF0706                         *CURRENT SURVEY CONTROL
 QF0706  ___________________________________________________________________
 QF0706* NAD 83(1996)-  45 09 46.01538(N)    067 13 38.56712(W)     ADJUSTED  
 QF0706* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 QF0706  ___________________________________________________________________
 QF0706  LAPLACE CORR-           4.03  (seconds)                    DEFLEC99
 QF0706  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 QF0706
 QF0706  HORZ ORDER  -  THIRD
 QF0706
 QF0706.The horizontal coordinates were established by classical geodetic methods
 QF0706.and adjusted by the National Geodetic Survey in March 1998..
 QF0706
 QF0706.The orthometric height was scaled from a topographic map.
 QF0706
 QF0706.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0706
 QF0706.The geoid height was determined by GEOID03.
 QF0706
 QF0706;                    North         East     Units Scale Factor Converg.
 QF0706;SPC ME E     -   167,020.189   400,047.509   MT  1.00002304   +0 54 09.0
 QF0706;UTM  19      - 5,002,562.094   639,313.337   MT  0.99983864   +1 15 25.9
 QF0706
 QF0706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0706!SPC ME E     -   1.00000272  x   1.00002304  =   1.00002576
 QF0706!UTM  19      -   1.00000272  x   0.99983864  =   0.99984136
 QF0706
 QF0706                          SUPERSEDED SURVEY CONTROL
 QF0706
 QF0706  NAD 83(1992)-  45 09 46.00993(N)    067 13 38.56535(W) AD(       ) 3
 QF0706  NAD 83(1986)-  45 09 46.01289(N)    067 13 38.56990(W) AD(       ) 3
 QF0706  NAD 27      -  45 09 45.73900(N)    067 13 40.61100(W) AD(       ) 3
 QF0706
 QF0706.Superseded values are not recommended for survey control.
 QF0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0706.See file dsdata.txt to determine how the superseded data were derived.
 QF0706
 QF0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL3931302562(NAD 83)
 QF0706_MARKER: 13 = LIGHTHOUSE
 QF0706
 QF0706  HISTORY     - Date     Condition        Report By
 QF0706  HISTORY     - 1909     FIRST OBSERVED   IBC
 QF0706  HISTORY     - 1946     GOOD             CGS
 QF0706
 QF0706                          STATION DESCRIPTION
 QF0706
 QF0706'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JEM)
 QF0706'ON THE S BANK OF THE ST CROIX RIVER, 3-3/8 MILES BELOW CALAIS,
 QF0706'AND ACROSS THE NARROWS FROM HILLS POINT.
 QF0706'
 QF0706'STATION MARK IS THE CENTER OF THE STONE LIGHTHOUSE KNOWN AS BOG BROOK
 QF0706'OR WHITLOCKS MILL LIGHTHOUSE.
 QF0706
 QF0706                          STATION RECOVERY (1946)
 QF0706
 QF0706'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (NWS)
 QF0706'THE STATION IS ON THE S BANK OF THE ST. CROIX RIVER, 3-3/8 MILES
 QF0706'BELOW CALAIS, AND ACROSS THE NARROWS FROM HILLS POINT.
 QF0706'
 QF0706'STATION MARK IS THE CENTER OF THE STONE LIGHTHOUSE KNOWN AS
 QF0706'BOG BROOK OR WHITLOCKS MILL LIGHTHOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0697 ***********************************************************************
 QF0697  DESIGNATION -  REFERENCE MON 235
 QF0697  PID         -  QF0697
 QF0697  STATE/COUNTY-  ME/WASHINGTON
 QF0697  USGS QUAD   -  DEVILS HEAD (1977)
 QF0697
 QF0697                         *CURRENT SURVEY CONTROL
 QF0697  ___________________________________________________________________
 QF0697* NAD 83(1996)-  45 10 02.95433(N)    067 12 32.76228(W)     ADJUSTED  
 QF0697* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 QF0697  ___________________________________________________________________
 QF0697  LAPLACE CORR-           3.92  (seconds)                    DEFLEC99
 QF0697  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 QF0697
 QF0697  HORZ ORDER  -  THIRD
 QF0697
 QF0697.The horizontal coordinates were established by classical geodetic methods
 QF0697.and adjusted by the National Geodetic Survey in March 1998..
 QF0697
 QF0697.The orthometric height was scaled from a topographic map.
 QF0697
 QF0697.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0697
 QF0697.The geoid height was determined by GEOID03.
 QF0697
 QF0697;                    North         East     Units Scale Factor Converg.
 QF0697;SPC ME E     -   167,565.856   401,476.173   MT  1.00002658   +0 54 56.0
 QF0697;UTM  19      - 5,003,116.493   640,738.333   MT  0.99984355   +1 16 12.9
 QF0697
 QF0697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0697!SPC ME E     -   1.00000319  x   1.00002658  =   1.00002977
 QF0697!UTM  19      -   1.00000319  x   0.99984355  =   0.99984674
 QF0697
 QF0697                          SUPERSEDED SURVEY CONTROL
 QF0697
 QF0697  NAD 83(1992)-  45 10 02.94880(N)    067 12 32.76045(W) AD(       ) 3
 QF0697  NAD 83(1986)-  45 10 02.95165(N)    067 12 32.76535(W) AD(       ) 3
 QF0697  NAD 27      -  45 10 02.67300(N)    067 12 34.80300(W) AD(       ) 3
 QF0697
 QF0697.Superseded values are not recommended for survey control.
 QF0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0697.See file dsdata.txt to determine how the superseded data were derived.
 QF0697
 QF0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL4073803116(NAD 83)
 QF0697_MARKER: Z = SEE DESCRIPTION
 QF0697_SETTING: 80 = SET IN A BOULDER
 QF0697_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF0697
 QF0697  HISTORY     - Date     Condition        Report By
 QF0697  HISTORY     - 1922     MONUMENTED       IBC
 QF0697  HISTORY     - 1946     SEE DESCRIPTION  CGS
 QF0697
 QF0697                          STATION DESCRIPTION
 QF0697
 QF0697'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1922 (FHB)
 QF0697'ON THE S SHORE OF THE ST CROIX RIVER, ON THE POINT OPPOSITE MARK
 QF0697'POINT LIGHTHOUSE.  AT THIS POINT THE RIVER WIDENS OUT.  THE STATION IS
 QF0697'ON A BOULDER 3 METERS LONG, 2.4 METERS WIDE, AND 1.5 METERS HIGH, IN
 QF0697'THE WOODS 9 METERS BANK FROM AND 3 METERS ABOVE HIGH-WATER MARK.
 QF0697'TRIANGULATION STATION QUARANTINE BEARS N 44 30 W, 16.37 METERS
 QF0697'FROM THIS STATION, AND THERE IS AN IRON PIN IN A LEDGE 100 FEET
 QF0697'DOWNSTREAM.
 QF0697'
 QF0697'STATION MARK IS A STANDARD 8-INCH MANGANESE-BRONZE REFERENCE POST SET
 QF0697'IN A DRILL HOLE IN THE BOULDER.
 QF0697
 QF0697                          STATION RECOVERY (1946)
 QF0697
 QF0697'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (NWS)
 QF0697'THE STATION IS ON THE S SHORE OF THE ST. CROIX RIVER, ON THE
 QF0697'POINT OPPOSITE MARK POINT LIGHTHOUSE.  AT THIS POINT THE RIVER
 QF0697'WIDENS OUT.  THE STATION IS ON A BOULDER 3 METERS LONG, 2.4 METERS
 QF0697'WIDE, AND 1.5 METERS HIGH, IN THE WOODS 9 METERS BACK FROM AND
 QF0697'3 METERS ABOVE HIGH-WATER MARK.  TRIANGULATION STATION QUARANTINE
 QF0697'BEARS N. 44 DEG 30 MIN W., 16.37 METERS FROM THIS STATION.
 QF0697'
 QF0697'THE STATION MARK IS A STANDARD 8-INCH MANGANESE-BRONZE REFERENCE
 QF0697'POST SET IN A DRILL HOLE IN THE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0715 ***********************************************************************
 QF0715  DESIGNATION -  REFERENCE MON 237
 QF0715  PID         -  QF0715
 QF0715  STATE/COUNTY-  ME/WASHINGTON
 QF0715  USGS QUAD   -  DEVILS HEAD (1977)
 QF0715
 QF0715                         *CURRENT SURVEY CONTROL
 QF0715  ___________________________________________________________________
 QF0715* NAD 83(1996)-  45 09 45.22894(N)    067 11 19.29358(W)     ADJUSTED  
 QF0715* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 QF0715  ___________________________________________________________________
 QF0715  LAPLACE CORR-           3.47  (seconds)                    DEFLEC99
 QF0715  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 QF0715
 QF0715  HORZ ORDER  -  THIRD
 QF0715
 QF0715.The horizontal coordinates were established by classical geodetic methods
 QF0715.and adjusted by the National Geodetic Survey in March 1998..
 QF0715
 QF0715.The orthometric height was scaled from a topographic map.
 QF0715
 QF0715.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0715
 QF0715.The geoid height was determined by GEOID03.
 QF0715
 QF0715;                    North         East     Units Scale Factor Converg.
 QF0715;SPC ME E     -   167,044.553   403,089.301   MT  1.00003063   +0 55 47.8
 QF0715;UTM  19      - 5,002,605.280   642,354.363   MT  0.99984917   +1 17 04.7
 QF0715
 QF0715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0715!SPC ME E     -   1.00000271  x   1.00003063  =   1.00003334
 QF0715!UTM  19      -   1.00000271  x   0.99984917  =   0.99985188
 QF0715
 QF0715                          SUPERSEDED SURVEY CONTROL
 QF0715
 QF0715  NAD 83(1992)-  45 09 45.22327(N)    067 11 19.29175(W) AD(       ) 3
 QF0715  NAD 83(1986)-  45 09 45.22614(N)    067 11 19.29686(W) AD(       ) 3
 QF0715  NAD 27      -  45 09 44.94300(N)    067 11 21.33300(W) AD(       ) 3
 QF0715
 QF0715.Superseded values are not recommended for survey control.
 QF0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0715.See file dsdata.txt to determine how the superseded data were derived.
 QF0715
 QF0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL4235402605(NAD 83)
 QF0715_MARKER: Z = SEE DESCRIPTION
 QF0715_SETTING: 66 = SET IN ROCK OUTCROP
 QF0715
 QF0715  HISTORY     - Date     Condition        Report By
 QF0715  HISTORY     - 1921     MONUMENTED       IBC
 QF0715  HISTORY     - 1946     SEE DESCRIPTION  CGS
 QF0715
 QF0715                          STATION DESCRIPTION
 QF0715
 QF0715'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1921 (NWS)
 QF0715'ON THE S SHORE OF THE ST CROIX RIVER, ABOUT 1 MILE BELOW THE LEDGE,
 QF0715'NB, ON MILLER POINT, OPPOSITE SPRUCE POINT LIGHTHOUSE.  THE STATION
 QF0715'IS ON A LEDGE OF ROCK ABOUT 25 METERS BELOW THE LAND END OF A FISH
 QF0715'WEIR.  A BRONZE DISK MARKING TRIANGULATION STATION MILLER IS SET IN
 QF0715'THE SAME LEDGE BESIDE THIS STATION, 0.42 METER DISTANT.
 QF0715'
 QF0715'STATION MARK IS A STANDARD 8-INCH MANGANESE-BRONZE REFERENCE POST SET
 QF0715'IN A DRILL HOLE IN THE LEDGE.
 QF0715
 QF0715                          STATION RECOVERY (1946)
 QF0715
 QF0715'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (NWS)
 QF0715'THE STATION IS ON THE S SHORE OF THE ST. CROIX RIVER, ABOUT 1
 QF0715'MILE BELOW THE LEDGE, NEW BRUNSWICK, ON MILLER POINT, OPPOSITE
 QF0715'SPRUCE POINT LIGHTHOUSE.  THE STATION IS ON A LEDGE OF ROCK ABOUT
 QF0715'25 METERS BELOW THE LAND END OF A FISH WEIR.  A BRONZE DISK
 QF0715'MARKING TRIANGULATION STATION MILLER IS SET IN THE SAME LEDGE
 QF0715'BESIDE THIS STATION, 0.42 METER DISTANT.
 QF0715'
 QF0715'STATION MARK IS A STANDARD 8-INCH MANGANESE-BRONZE REFERENCE
 QF0715'POST SET IN A DRILL HOLE IN THE LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0717 ***********************************************************************
 QF0717  DESIGNATION -  REFERENCE MON 239
 QF0717  PID         -  QF0717
 QF0717  STATE/COUNTY-  ME/WASHINGTON
 QF0717  USGS QUAD   -  DEVILS HEAD (1977)
 QF0717
 QF0717                         *CURRENT SURVEY CONTROL
 QF0717  ___________________________________________________________________
 QF0717* NAD 83(1996)-  45 09 30.51857(N)    067 09 49.67452(W)     ADJUSTED  
 QF0717* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 QF0717  ___________________________________________________________________
 QF0717  LAPLACE CORR-           3.28  (seconds)                    DEFLEC99
 QF0717  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 QF0717
 QF0717  HORZ ORDER  -  THIRD
 QF0717
 QF0717.The horizontal coordinates were established by classical geodetic methods
 QF0717.and adjusted by the National Geodetic Survey in March 1998..
 QF0717
 QF0717.The orthometric height was scaled from a topographic map.
 QF0717
 QF0717.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0717
 QF0717.The geoid height was determined by GEOID03.
 QF0717
 QF0717;                    North         East     Units Scale Factor Converg.
 QF0717;SPC ME E     -   166,622.547   405,053.883   MT  1.00003566   +0 56 51.1
 QF0717;UTM  19      - 5,002,195.517   644,321.165   MT  0.99985611   +1 18 07.9
 QF0717
 QF0717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0717!SPC ME E     -   1.00000270  x   1.00003566  =   1.00003836
 QF0717!UTM  19      -   1.00000270  x   0.99985611  =   0.99985881
 QF0717
 QF0717                          SUPERSEDED SURVEY CONTROL
 QF0717
 QF0717  NAD 83(1992)-  45 09 30.51273(N)    067 09 49.67268(W) AD(       ) 3
 QF0717  NAD 83(1986)-  45 09 30.51559(N)    067 09 49.67772(W) AD(       ) 3
 QF0717  NAD 27      -  45 09 30.23400(N)    067 09 51.71800(W) AD(       ) 3
 QF0717
 QF0717.Superseded values are not recommended for survey control.
 QF0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0717.See file dsdata.txt to determine how the superseded data were derived.
 QF0717
 QF0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL4432102196(NAD 83)
 QF0717_MARKER: Z = SEE DESCRIPTION
 QF0717_SETTING: 66 = SET IN ROCK OUTCROP
 QF0717
 QF0717  HISTORY     - Date     Condition        Report By
 QF0717  HISTORY     - 1921     MONUMENTED       IBC
 QF0717  HISTORY     - 1946     SEE DESCRIPTION  CGS
 QF0717
 QF0717                          STATION DESCRIPTION
 QF0717
 QF0717'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1921 (NWS)
 QF0717'ON THE S SHORE OF THE ST CROIX RIVER ON THE UPSTREAM SIDE OF THE
 QF0717'POINT WHERE THE RIVER MAKES NEARLY A RIGHT-ANGLE TURN TO THE S, ABOUT
 QF0717'100 METERS NW OF A ROAD LEADING TO THE POINT.  THE STATION IS ON A
 QF0717'SMOOTH ROCKY LEDGE ABOUT 3 METERS OUTSIDE OF THE LINE OF VEGETATION
 QF0717'AND ABOUT 2 METERS INSIDE THE ORDINARY HIGH-WATER MARK.  THE BRONZE
 QF0717'DISK MARKING TRIANGULATION STATION DE MONTS IS IN THE SAME LEDGE
 QF0717'BESIDE THE STATION.
 QF0717'
 QF0717'STATION MARK IS A STANDARD 8-INCH MANGANESE-BRONZE REFERENCE POST SET
 QF0717'IN A DRILL HOLE IN THE LEDGE.
 QF0717
 QF0717                          STATION RECOVERY (1946)
 QF0717
 QF0717'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (NWS)
 QF0717'THE STATION IS ON THE S SHORE OF THE ST. CROIX RIVER ON THE
 QF0717'UPSTREAM SIDE OF THE POINT WHERE THE RIVER MAKES NEARLY A
 QF0717'RIGHT-ANGLE TURN TO THE S, ABOUT 100 METERS NW OF A ROAD LEADING
 QF0717'TO THE POINT.  THE STATION IS ON A SMOOTH ROCKY LEDGE ABOUT 3
 QF0717'METERS OUTSIDE OF THE LINE OF VEGETATION AND ABOUT 2 METERS
 QF0717'INSIDE THE ORDINARY HIGH-WATER MARK.  THE BRONZE DISK MARKING
 QF0717'TRIANGULATION STATION DE MONTS IS IN THE SAME LEDGE BESIDE THE
 QF0717'STATION.
 QF0717'
 QF0717'THE STATION MARK IS A STANDARD 8-INCH MANGANESE-BRONZE REFERENCE
 QF0717'POST SET IN A DRILL HOLE IN THE LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1861 ***********************************************************************
 QF1861  DESIGNATION -  REFERENCE MON 23=MONIMI
 QF1861  PID         -  QF1861
 QF1861  STATE/COUNTY-  ME/AROOSTOOK
 QF1861  USGS QUAD   -  ORIENT (1989)
 QF1861
 QF1861                         *CURRENT SURVEY CONTROL
 QF1861  ___________________________________________________________________
 QF1861* NAD 83(1996)-  45 49 14.76663(N)    067 45 48.95459(W)     ADJUSTED  
 QF1861* NAVD 88     -       134.     (meters)     440.     (feet)  SCALED    
 QF1861  ___________________________________________________________________
 QF1861  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 QF1861  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 QF1861
 QF1861  HORZ ORDER  -  THIRD
 QF1861
 QF1861.The horizontal coordinates were established by classical geodetic methods
 QF1861.and adjusted by the National Geodetic Survey in March 1998..
 QF1861
 QF1861.The orthometric height was scaled from a topographic map.
 QF1861
 QF1861.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1861
 QF1861.The geoid height was determined by GEOID03.
 QF1861
 QF1861;                    North         East     Units Scale Factor Converg.
 QF1861;SPC ME E     -   239,618.174   357,222.228   MT  0.99994024   +0 31 41.3
 QF1861;UTM  19      - 5,074,877.211   596,045.874   MT  0.99971341   +0 53 12.4
 QF1861
 QF1861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1861!SPC ME E     -   0.99998273  x   0.99994024  =   0.99992297
 QF1861!UTM  19      -   0.99998273  x   0.99971341  =   0.99969615
 QF1861
 QF1861                          SUPERSEDED SURVEY CONTROL
 QF1861
 QF1861  NAD 83(1992)-  45 49 14.76383(N)    067 45 48.95309(W) AD(       ) 3
 QF1861  NAD 83(1986)-  45 49 14.76928(N)    067 45 48.97313(W) AD(       ) 3
 QF1861  NAD 27      -  45 49 14.55973(N)    067 45 50.93191(W) AD(       ) 3
 QF1861
 QF1861.Superseded values are not recommended for survey control.
 QF1861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1861.See file dsdata.txt to determine how the superseded data were derived.
 QF1861
 QF1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9604674877(NAD 83)
 QF1861_MARKER: Z = SEE DESCRIPTION
 QF1861_SETTING: 0 = UNSPECIFIED SETTING
 QF1861
 QF1861  HISTORY     - Date     Condition        Report By
 QF1861  HISTORY     - 1912     MONUMENTED       IBC
 QF1861  HISTORY     - 1972     GOOD             IBC
 QF1861
 QF1861                          STATION DESCRIPTION
 QF1861
 QF1861'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (JEM)
 QF1861'ON THE W SHORE OF NORTH LAKE, ABOUT 50 METERS N OF THE THOROUGHFARE,
 QF1861'THE OUTLET OF THE LAKE.  THE STATION IS ON THE TOP OF A LARGE AND
 QF1861'PROMINENT PYRAMIDAL BOULDER ABOUT 1.7 METERS HIGH, SITUATED 8 METERS
 QF1861'FROM THE SE CORNER OF THE MCALLISTER COTTAGE KNOWN AS---LAKEVIEW
 QF1861'CAMP---.  THE BOULDER JUTS OUT FROM THE SHORE WHERE TWO LARGE BIRCH
 QF1861'TREES GROW.
 QF1861'
 QF1861'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE POST
 QF1861'SET IN A DRILL HOLE IN THE TOP OF THE BOULDER.
 QF1861
 QF1861                          STATION RECOVERY (1972)
 QF1861
 QF1861'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1861'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0713 ***********************************************************************
 QF0713  DESIGNATION -  REFERENCE MON 242
 QF0713  PID         -  QF0713
 QF0713  STATE/COUNTY-  ME/WASHINGTON
 QF0713  USGS QUAD   -  DEVILS HEAD (1977)
 QF0713
 QF0713                         *CURRENT SURVEY CONTROL
 QF0713  ___________________________________________________________________
 QF0713* NAD 83(1996)-  45 07 43.28625(N)    067 08 00.61304(W)     ADJUSTED  
 QF0713* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 QF0713  ___________________________________________________________________
 QF0713  LAPLACE CORR-           3.07  (seconds)                    DEFLEC99
 QF0713  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 QF0713
 QF0713  HORZ ORDER  -  THIRD
 QF0713
 QF0713.The horizontal coordinates were established by classical geodetic methods
 QF0713.and adjusted by the National Geodetic Survey in March 1998..
 QF0713
 QF0713.The orthometric height was scaled from a topographic map.
 QF0713
 QF0713.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0713
 QF0713.The geoid height was determined by GEOID03.
 QF0713
 QF0713;                    North         East     Units Scale Factor Converg.
 QF0713;SPC ME E     -   163,352.383   407,491.673   MT  1.00004203   +0 58 06.7
 QF0713;UTM  19      - 4,998,941.082   646,778.707   MT  0.99986491   +1 19 22.8
 QF0713
 QF0713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0713!SPC ME E     -   1.00000127  x   1.00004203  =   1.00004331
 QF0713!UTM  19      -   1.00000127  x   0.99986491  =   0.99986618
 QF0713
 QF0713                          SUPERSEDED SURVEY CONTROL
 QF0713
 QF0713  NAD 83(1992)-  45 07 43.28009(N)    067 08 00.61159(W) AD(       ) 3
 QF0713  NAD 83(1986)-  45 07 43.28224(N)    067 08 00.61558(W) AD(       ) 3
 QF0713  NAD 27      -  45 07 43.00500(N)    067 08 02.66200(W) AD(       ) 3
 QF0713
 QF0713.Superseded values are not recommended for survey control.
 QF0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0713.See file dsdata.txt to determine how the superseded data were derived.
 QF0713
 QF0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK4677998941(NAD 83)
 QF0713_MARKER: Z = SEE DESCRIPTION
 QF0713_SETTING: 66 = SET IN ROCK OUTCROP
 QF0713
 QF0713  HISTORY     - Date     Condition        Report By
 QF0713  HISTORY     - 1921     MONUMENTED       IBC
 QF0713  HISTORY     - 1939     SEE DESCRIPTION  CGS
 QF0713
 QF0713                          STATION DESCRIPTION
 QF0713
 QF0713'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1921 (NWS)
 QF0713'ON DOCHET ISLAND IN THE ST CROIX RIVER, NEAR THE SUMMIT OF THE ROCKY
 QF0713'KNOLL S OF THE LIGHTHOUSE KEEPERS DWELLING AND LIGHT.  THE OLD BELL
 QF0713'AND TRIPOD ARE ON THE SUMMIT OF THE SAME KNOLL, AND THE GROUND SLOPES
 QF0713'VERY STEEPLY TOWARDS THE BASE OF THE LIGHTHOUSE.  A BRONZE DISK
 QF0713'MARKING TRIANGULATION STATION---DOCHET ISLAND---IS ON THE SAME KNOLL
 QF0713'BESIDE THIS STATION.
 QF0713'
 QF0713'STATION MARK IS A STANDARD 8-INCH MANGANESE-BRONZE REFERENCE POST SET
 QF0713'IN A DRILL HOLE IN THE LEDGE.
 QF0713
 QF0713                          STATION RECOVERY (1939)
 QF0713
 QF0713'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (JH)
 QF0713'THE STATION IS ON DOCHET ISLAND IN THE ST. CROIX RIVER, NEAR THE
 QF0713'SUMMIT OF THE ROCKY KNOLL S OF THE LIGHTHOUSE KEEPERS DWELLING
 QF0713'AND LIGHT.  THE OLD BELL AND TRIPOD ARE ON THE SUMMIT OF THE
 QF0713'SAME KNOLL, AND THE GROUND SLOPES VERY STEEPLY TOWARDS THE
 QF0713'BASE OF THE LIGHTHOUSE.  A BRONZE DISK MARKING TRIANGULATION
 QF0713'STATION DOCHET ISLAND IS ON THE SAME KNOLL BESIDE THIS STATION.
 QF0713'
 QF0713'THE STATION MARK IS A STANDARD 8-INCH MANGANESE-BRONZE
 QF0713'REFERENCE POST SET IN A DRILL HOLE IN THE LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0685 ***********************************************************************
 QF0685  DESIGNATION -  REFERENCE MON 244
 QF0685  PID         -  QF0685
 QF0685  STATE/COUNTY-  ME/WASHINGTON
 QF0685  USGS QUAD   -  RED BEACH (1949)
 QF0685
 QF0685                         *CURRENT SURVEY CONTROL
 QF0685  ___________________________________________________________________
 QF0685* NAD 83(1996)-  45 06 48.63441(N)    067 07 43.24093(W)     ADJUSTED  
 QF0685* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 QF0685  ___________________________________________________________________
 QF0685  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 QF0685  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 QF0685
 QF0685  HORZ ORDER  -  THIRD
 QF0685
 QF0685.The horizontal coordinates were established by classical geodetic methods
 QF0685.and adjusted by the National Geodetic Survey in March 1998..
 QF0685
 QF0685.The orthometric height was scaled from a topographic map.
 QF0685
 QF0685.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0685
 QF0685.The geoid height was determined by GEOID03.
 QF0685
 QF0685;                    North         East     Units Scale Factor Converg.
 QF0685;SPC ME E     -   161,671.846   407,899.880   MT  1.00004311   +0 58 18.1
 QF0685;UTM  19      - 4,997,263.399   647,197.229   MT  0.99986642   +1 19 33.9
 QF0685
 QF0685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0685!SPC ME E     -   1.00000250  x   1.00004311  =   1.00004561
 QF0685!UTM  19      -   1.00000250  x   0.99986642  =   0.99986892
 QF0685
 QF0685                          SUPERSEDED SURVEY CONTROL
 QF0685
 QF0685  NAD 83(1992)-  45 06 48.62811(N)    067 07 43.23969(W) AD(       ) 3
 QF0685  NAD 83(1986)-  45 06 48.62972(N)    067 07 43.24320(W) AD(       ) 3
 QF0685  NAD 27      -  45 06 48.35400(N)    067 07 45.29200(W) AD(       ) 3
 QF0685
 QF0685.Superseded values are not recommended for survey control.
 QF0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0685.See file dsdata.txt to determine how the superseded data were derived.
 QF0685
 QF0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK4719797263(NAD 83)
 QF0685_MARKER: Z = SEE DESCRIPTION
 QF0685_SETTING: 80 = SET IN A BOULDER
 QF0685_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF0685
 QF0685  HISTORY     - Date     Condition        Report By
 QF0685  HISTORY     - 1921     MONUMENTED       IBC
 QF0685  HISTORY     - 1939     SEE DESCRIPTION  CGS
 QF0685
 QF0685                          STATION DESCRIPTION
 QF0685
 QF0685'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1921 (NWS)
 QF0685'ON THE SE POINT OF LITTLE DOCHET ISLAND IN THE ST CROIX RIVER, IN A
 QF0685'CLEAR OPEN SPACE.  IT IS ON THE ROCK ABOUT 4.5 METERS FROM THE EDGE OF
 QF0685'THE BLUFF.  A BRONZE DISK MARKING TRIANGULATION STATION
 QF0685'---LITTLE DOCHET---IS SET BESIDE THIS STATION IN THE SAME ROCK.
 QF0685'
 QF0685'STATION MARK IS A STANDARD 8-INCH MANGANESE-BRONZE REFERENCE POST SET
 QF0685'IN THE ROCK.
 QF0685
 QF0685                          STATION RECOVERY (1939)
 QF0685
 QF0685'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (JH)
 QF0685'THE STATION IS ON THE SE POINT OF LITTLE DOCHET ISLAND IN THE
 QF0685'ST. CROIX RIVER, IN A CLEAR OPEN SPACE.  IT IS ON THE ROCK ABOUT
 QF0685'4.5 METERS FROM THE EDGE OF THE BLUFF.  A BRONZE DISK MARKING
 QF0685'TRIANGULATION STATION LITTLE DOCHET IS SET BESIDE THIS STATION
 QF0685'IN THE SAME ROCK.
 QF0685'
 QF0685'THE STATION MARK IS A STANDARD 8-INCH MANGANESE-BRONZE REFERENCE
 QF0685'POST SET IN THE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0661 ***********************************************************************
 QF0661  DESIGNATION -  REFERENCE MON 246=INITIAL
 QF0661  PID         -  QF0661
 QF0661  STATE/COUNTY-  ME/WASHINGTON
 QF0661  USGS QUAD   -  ROBBINSTON (1977)
 QF0661
 QF0661                         *CURRENT SURVEY CONTROL
 QF0661  ___________________________________________________________________
 QF0661* NAD 83(1996)-  45 04 19.70446(N)    067 06 21.08123(W)     ADJUSTED  
 QF0661* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 QF0661  ___________________________________________________________________
 QF0661  LAPLACE CORR-           2.30  (seconds)                    DEFLEC99
 QF0661  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 QF0661
 QF0661  HORZ ORDER  -  THIRD
 QF0661
 QF0661.The horizontal coordinates were established by classical geodetic methods
 QF0661.and adjusted by the National Geodetic Survey in March 1998..
 QF0661
 QF0661.The orthometric height was scaled from a topographic map.
 QF0661
 QF0661.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0661
 QF0661.The geoid height was determined by GEOID03.
 QF0661
 QF0661;                    North         East     Units Scale Factor Converg.
 QF0661;SPC ME E     -   157,105.485   409,774.835   MT  1.00004813   +0 59 13.7
 QF0661;UTM  19      - 4,992,709.519   649,100.048   MT  0.99987336   +1 20 28.7
 QF0661
 QF0661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0661!SPC ME E     -   1.00000345  x   1.00004813  =   1.00005158
 QF0661!UTM  19      -   1.00000345  x   0.99987336  =   0.99987681
 QF0661
 QF0661:                Primary Azimuth Mark                     Grid Az
 QF0661:SPC ME E     -  FINIAL CENTER WHITE WT IBC               057 10 03.9
 QF0661:UTM  19      -  FINIAL CENTER WHITE WT IBC               056 48 48.9
 QF0661
 QF0661|---------------------------------------------------------------------|
 QF0661| PID    Reference Object                     Distance      Geod. Az  |
 QF0661|                                                           dddmmss.s |
 QF0661| QF0673 FINIAL CENTER WHITE WT IBC          APPROX. 2.1 KM 0580917.6 |
 QF0661| QF0672 BIOLOGICAL STATION CHIM IBC         APPROX. 2.1 KM 0592031.0 |
 QF0661| QF0682 JOES POINT MONUMENT IBC             APPROX. 2.0 KM 0742035.2 |
 QF0661| QF0671 JOES POINT IBC                      APPROX. 1.9 KM 0742039.0 |
 QF0661| QF0668 NORTH BEACON IBC                    APPROX. 3.0 KM 0922744.6 |
 QF0661| CE9503 INITIAL RM 1                          8.830 METERS 10015     |
 QF0661| QF0669 SOUTH BEACON IBC                    APPROX. 2.7 KM 1015748.8 |
 QF0661| CE9504 INITIAL RM 2                          6.301 METERS 24859     |
 QF0661|---------------------------------------------------------------------|
 QF0661
 QF0661                          SUPERSEDED SURVEY CONTROL
 QF0661
 QF0661  NAD 83(1992)-  45 04 19.69736(N)    067 06 21.08082(W) AD(       ) 3
 QF0661  NAD 83(1986)-  45 04 19.69685(N)    067 06 21.08256(W) AD(       ) 3
 QF0661  NAD 27      -  45 04 19.42100(N)    067 06 23.13000(W) AD(       ) 3
 QF0661
 QF0661.Superseded values are not recommended for survey control.
 QF0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0661.See file dsdata.txt to determine how the superseded data were derived.
 QF0661
 QF0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK4910092710(NAD 83)
 QF0661_MARKER: Z = SEE DESCRIPTION
 QF0661_SETTING: 66 = SET IN ROCK OUTCROP
 QF0661
 QF0661  HISTORY     - Date     Condition        Report By
 QF0661  HISTORY     - 1909     MONUMENTED       IBC
 QF0661  HISTORY     - 1946     SEE DESCRIPTION  CGS
 QF0661
 QF0661                          STATION DESCRIPTION
 QF0661
 QF0661'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JEM)
 QF0661'ON A POINT AT THE UPPER END OF A SMALL COVE, LOCALLY KNOWN AS MILL
 QF0661'COVER, LOCATED ON THE W SHORE OF ST CROIX RIVER, ABOUT 3/4 MILE
 QF0661'BELOW ROBBINSTON, 3/10 MILE BELOW THE OLD ROBBINSTON WHARF, 3/8 MILE
 QF0661'ABOVE LIBERTY POINT, AND 100 METERS E OF THE CALAIS - EASTPORT ROAD.
 QF0661'THE LAND BELONGS TO MR WILSON.  IT IS NEAR THE INNER END OF THE
 QF0661'SOUTHERMOST OF THREE PROJECTING POINTS OF BARE RED ROCK.
 QF0661'
 QF0661'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE
 QF0661'POST SET IN A DRILL HOLE IN THE ROCK.  A CROSS WITHIN A TRIANGLE IS
 QF0661'CUT ON THE ROCK S 79 DEGREES 43 MINUTES E, 8.83 METERS DISTANT, AND
 QF0661'A LIKE MARK BEARS S 68 DEGREES 59 MINUTES W, 6.30 METERS DISTANT.
 QF0661'THE LETTERS---U.S.R.M.---ARE CUT IN THE ROCK AT THE STATION MARK.
 QF0661'EYEBOLTS ARE 3 METERS NE AND 2 METERS S.
 QF0661
 QF0661                          STATION RECOVERY (1946)
 QF0661
 QF0661'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (NWS)
 QF0661'STATION IS ON A POINT AT THE UPPER END OF A SMALL COVE, LOCALLY
 QF0661'KNOWN AS MILL COVE, LOCATED ON THE W SHORE OF ST. CROIX RIVER,
 QF0661'ABOUT 3/4 MILE BELOW ROBBINSTON, 3/10 MILE BELOW THE OLD
 QF0661'ROBBINSTON WHARF, 3/8 MILE ABOVE LIBERTY POINT, AND 100 METERS
 QF0661'E OF THE CALAIS-EASTPORT ROAD.  THE LAND BELONGS TO
 QF0661'MRS. WILSON.  IT IS NEAR THE INNER END OF THE SOUTHERNMOST OF
 QF0661'THREE PROJECTING POINTS OF BARE RED ROCK.
 QF0661'
 QF0661'STATION MARK IS A STANDARD 8-INCH MANGANESE-BRONZE REFERENCE
 QF0661'POST SET IN A DRILL HOLE IN THE ROCK.  A CROSS WITHIN A TRIANGLE
 QF0661'IS CUT ON THE ROCK S. 79 DEG 43 MIN E., 8.83 METERS DISTANT,
 QF0661'AND A LIKE MARK BEARS S. 68 DEG 59 MIN W., 6.30 METERS
 QF0661'DISTANT.  THE LETTERS U.S.R.M. ARE CUT IN THE ROCK AT THE
 QF0661'STATION MARK.  EYEBOLTS ARE 3 METERS NE AND 2 METERS S.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1874 ***********************************************************************
 QF1874  DESIGNATION -  REFERENCE MON 24=PIERRE
 QF1874  PID         -  QF1874
 QF1874  STATE/COUNTY-  ME/AROOSTOOK
 QF1874  USGS QUAD   -  ORIENT (1989)
 QF1874
 QF1874                         *CURRENT SURVEY CONTROL
 QF1874  ___________________________________________________________________
 QF1874* NAD 83(1996)-  45 49 06.40437(N)    067 46 05.55533(W)     ADJUSTED  
 QF1874* NAVD 88     -       132.     (meters)     433.     (feet)  SCALED    
 QF1874  ___________________________________________________________________
 QF1874  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 QF1874  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 QF1874
 QF1874  HORZ ORDER  -  THIRD
 QF1874
 QF1874.The horizontal coordinates were established by classical geodetic methods
 QF1874.and adjusted by the National Geodetic Survey in March 1998..
 QF1874
 QF1874.The orthometric height was scaled from a topographic map.
 QF1874
 QF1874.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1874
 QF1874.The geoid height was determined by GEOID03.
 QF1874
 QF1874;                    North         East     Units Scale Factor Converg.
 QF1874;SPC ME E     -   239,356.728   356,866.270   MT  0.99993974   +0 31 29.3
 QF1874;UTM  19      - 5,074,613.602   595,691.640   MT  0.99971257   +0 53 00.3
 QF1874
 QF1874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1874!SPC ME E     -   0.99998305  x   0.99993974  =   0.99992279
 QF1874!UTM  19      -   0.99998305  x   0.99971257  =   0.99969562
 QF1874
 QF1874|---------------------------------------------------------------------|
 QF1874| PID    Reference Object                     Distance      Geod. Az  |
 QF1874|                                                           dddmmss.s |
 QF1874| QF1862 WATSON IBC                          395.461 METERS 06421     |
 QF1874| QF1865 PIEDRA IBC                          299.592 METERS 07607     |
 QF1874| QF1860 WET IBC                             427.890 METERS 0765859.5 |
 QF1874| QF1880 LOGS IBC                            427.292 METERS 2865409.8 |
 QF1874| QF1946 REFERENCE MON 25                     63.829 METERS 34556     |
 QF1874|---------------------------------------------------------------------|
 QF1874
 QF1874                          SUPERSEDED SURVEY CONTROL
 QF1874
 QF1874  NAD 83(1992)-  45 49 06.40155(N)    067 46 05.55388(W) AD(       ) 3
 QF1874  NAD 83(1986)-  45 49 06.40676(N)    067 46 05.57423(W) AD(       ) 3
 QF1874  NAD 27      -  45 49 06.19700(N)    067 46 07.53071(W) AD(       ) 3
 QF1874
 QF1874.Superseded values are not recommended for survey control.
 QF1874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1874.See file dsdata.txt to determine how the superseded data were derived.
 QF1874
 QF1874_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9569274614(NAD 83)
 QF1874_MARKER: Z = SEE DESCRIPTION
 QF1874_SETTING: 0 = UNSPECIFIED SETTING
 QF1874
 QF1874  HISTORY     - Date     Condition        Report By
 QF1874  HISTORY     - 1912     MONUMENTED       IBC
 QF1874  HISTORY     - 1972     GOOD             IBC
 QF1874
 QF1874                          STATION DESCRIPTION
 QF1874
 QF1874'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (JEM)
 QF1874'ON THE S SHORE OF THE THOROUGHFARE 400 METERS BELOW NORTH LAKE OUTLET
 QF1874'ON THE FIRST GREAT BOULDER IN THE WATER BELOW THE BIG COVE IN THE S
 QF1874'SHORE.
 QF1874'
 QF1874'STATION MARK IS S STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE POST
 QF1874'SET IN A DRILL HOLE IN THE TOP OF THE BOULDER.  EACH NUMBER IS MADE
 QF1874'BACKWARD ON THE MONUMENT.
 QF1874
 QF1874                          STATION RECOVERY (1972)
 QF1874
 QF1874'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1874'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1946 ***********************************************************************
 QF1946  DESIGNATION -  REFERENCE MON 25
 QF1946  PID         -  QF1946
 QF1946  STATE/COUNTY-  ME/AROOSTOOK
 QF1946  USGS QUAD   -  ORIENT (1989)
 QF1946
 QF1946                         *CURRENT SURVEY CONTROL
 QF1946  ___________________________________________________________________
 QF1946* NAD 83(1996)-  45 49 08.40970(N)    067 46 06.27436(W)     ADJUSTED  
 QF1946* NAVD 88     -       133.     (meters)     436.     (feet)  SCALED    
 QF1946  ___________________________________________________________________
 QF1946  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 QF1946  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 QF1946
 QF1946  HORZ ORDER  -  THIRD
 QF1946
 QF1946.The horizontal coordinates were established by classical geodetic methods
 QF1946.and adjusted by the National Geodetic Survey in March 1998..
 QF1946
 QF1946.The orthometric height was scaled from a topographic map.
 QF1946
 QF1946.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1946
 QF1946.The geoid height was determined by GEOID03.
 QF1946
 QF1946;                    North         East     Units Scale Factor Converg.
 QF1946;SPC ME E     -   239,418.493   356,850.183   MT  0.99993972   +0 31 28.8
 QF1946;UTM  19      - 5,074,675.251   595,675.170   MT  0.99971253   +0 52 59.9
 QF1946
 QF1946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1946!SPC ME E     -   0.99998289  x   0.99993972  =   0.99992261
 QF1946!UTM  19      -   0.99998289  x   0.99971253  =   0.99969543
 QF1946
 QF1946|---------------------------------------------------------------------|
 QF1946| PID    Reference Object                     Distance      Geod. Az  |
 QF1946|                                                           dddmmss.s |
 QF1946| QF1874 REFERENCE MON 24=PIERRE              63.829 METERS 16556     |
 QF1946| QF1880 LOGS IBC                            398.217 METERS 27900     |
 QF1946|---------------------------------------------------------------------|
 QF1946
 QF1946                          SUPERSEDED SURVEY CONTROL
 QF1946
 QF1946  NAD 83(1992)-  45 49 08.40688(N)    067 46 06.27292(W) AD(       ) 3
 QF1946  NAD 83(1986)-  45 49 08.41209(N)    067 46 06.29328(W) AD(       ) 3
 QF1946  NAD 27      -  45 49 08.20229(N)    067 46 08.24986(W) AD(       ) 3
 QF1946
 QF1946.Superseded values are not recommended for survey control.
 QF1946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1946.See file dsdata.txt to determine how the superseded data were derived.
 QF1946
 QF1946_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9567574675(NAD 83)
 QF1946_MARKER: Z = SEE DESCRIPTION
 QF1946_SETTING: 0 = UNSPECIFIED SETTING
 QF1946
 QF1946  HISTORY     - Date     Condition        Report By
 QF1946  HISTORY     - 1917     MONUMENTED       IBC
 QF1946  HISTORY     - 1972     GOOD             IBC
 QF1946
 QF1946                          STATION DESCRIPTION
 QF1946
 QF1946'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (HOC)
 QF1946'ON THE N SHORE OF THE THOROUGHFARE, ABOUT 400 METERS FROM NORTH LAKE.
 QF1946'THE STATION IS ON THE SECOND SOLID POINT ON THIS SHORE BELOW NORTH
 QF1946'LAKE, 20 FEET FROM WATER.
 QF1946'
 QF1946'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE POST
 QF1946'SET IN A CONCRETE BASE.
 QF1946
 QF1946                          STATION RECOVERY (1972)
 QF1946
 QF1946'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1946'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1952 ***********************************************************************
 QF1952  DESIGNATION -  REFERENCE MON 26=LEFT
 QF1952  PID         -  QF1952
 QF1952  STATE/COUNTY-  ME/AROOSTOOK
 QF1952  USGS QUAD   -  ORIENT (1989)
 QF1952
 QF1952                         *CURRENT SURVEY CONTROL
 QF1952  ___________________________________________________________________
 QF1952* NAD 83(1996)-  45 49 11.41032(N)    067 46 33.43597(W)     ADJUSTED  
 QF1952* NAVD 88     -       132.     (meters)     433.     (feet)  SCALED    
 QF1952  ___________________________________________________________________
 QF1952  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 QF1952  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 QF1952
 QF1952  HORZ ORDER  -  THIRD
 QF1952
 QF1952.The horizontal coordinates were established by classical geodetic methods
 QF1952.and adjusted by the National Geodetic Survey in March 1998..
 QF1952
 QF1952.The orthometric height was scaled from a topographic map.
 QF1952
 QF1952.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1952
 QF1952.The geoid height was determined by GEOID03.
 QF1952
 QF1952;                    North         East     Units Scale Factor Converg.
 QF1952;SPC ME E     -   239,505.784   356,263.048   MT  0.99993890   +0 31 09.4
 QF1952;UTM  19      - 5,074,758.847   595,087.634   MT  0.99971116   +0 52 40.4
 QF1952
 QF1952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1952!SPC ME E     -   0.99998305  x   0.99993890  =   0.99992195
 QF1952!UTM  19      -   0.99998305  x   0.99971116  =   0.99969421
 QF1952
 QF1952|---------------------------------------------------------------------|
 QF1952| PID    Reference Object                     Distance      Geod. Az  |
 QF1952|                                                           dddmmss.s |
 QF1952| QF1880 LOGS IBC                            195.407 METERS 09856     |
 QF1952| QF1886 FENCE IBC                           360.474 METERS 21042     |
 QF1952| QF1890 REFERENCE MON 28=MILL               445.600 METERS 2261541.9 |
 QF1952|---------------------------------------------------------------------|
 QF1952
 QF1952                          SUPERSEDED SURVEY CONTROL
 QF1952
 QF1952  NAD 83(1992)-  45 49 11.40749(N)    067 46 33.43449(W) AD(       ) 3
 QF1952  NAD 83(1986)-  45 49 11.41258(N)    067 46 33.45488(W) AD(       ) 3
 QF1952  NAD 27      -  45 49 11.20300(N)    067 46 35.41300(W) AD(       ) 3
 QF1952
 QF1952.Superseded values are not recommended for survey control.
 QF1952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1952.See file dsdata.txt to determine how the superseded data were derived.
 QF1952
 QF1952_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9508874759(NAD 83)
 QF1952_MARKER: Z = SEE DESCRIPTION
 QF1952_SETTING: 0 = UNSPECIFIED SETTING
 QF1952
 QF1952  HISTORY     - Date     Condition        Report By
 QF1952  HISTORY     - 1917     MONUMENTED       IBC
 QF1952  HISTORY     - 1955     GOOD             IBC
 QF1952  HISTORY     - 1972     SEE DESCRIPTION  IBC
 QF1952
 QF1952                          STATION DESCRIPTION
 QF1952
 QF1952'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (HOC)
 QF1952'IN A CEDAR SWAMP ON THE N BANK OF THE THOROUGHFARE, ABOUT 650 METERS
 QF1952'ABOVE GRAND LAKE.
 QF1952'
 QF1952'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE POST
 QF1952'SET IN A CONCRETE BASE.
 QF1952
 QF1952                          STATION RECOVERY (1955)
 QF1952
 QF1952'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1952'IT WAS STRAIGHTENED AND RELOCATED, SLIGHTLY TILTED IN 1955.
 QF1952
 QF1952                          STATION RECOVERY (1972)
 QF1952
 QF1952'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1952'THIS MONUMENT WAS RECOVERED AS DESCRIBED BY NWS HOWEVER THE BRONZE
 QF1952'SPIKE AND THE TOP FOUR INCHES OF THE CONCRETE POST HAD FALLEN OFF.
 QF1952'THE TOP WAS REPLACED BUT NOT CEMENTED ON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1951 ***********************************************************************
 QF1951  DESIGNATION -  REFERENCE MON 27=RIGHT
 QF1951  PID         -  QF1951
 QF1951  STATE/COUNTY-  ME/AROOSTOOK
 QF1951  USGS QUAD   -  ORIENT (1989)
 QF1951
 QF1951                         *CURRENT SURVEY CONTROL
 QF1951  ___________________________________________________________________
 QF1951* NAD 83(1996)-  45 49 08.49893(N)    067 46 33.12200(W)     ADJUSTED  
 QF1951* NAVD 88     -       133.     (meters)     436.     (feet)  SCALED    
 QF1951  ___________________________________________________________________
 QF1951  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 QF1951  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 QF1951
 QF1951  HORZ ORDER  -  THIRD
 QF1951
 QF1951.The horizontal coordinates were established by classical geodetic methods
 QF1951.and adjusted by the National Geodetic Survey in March 1998..
 QF1951
 QF1951.The orthometric height was scaled from a topographic map.
 QF1951
 QF1951.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1951
 QF1951.The geoid height was determined by GEOID03.
 QF1951
 QF1951;                    North         East     Units Scale Factor Converg.
 QF1951;SPC ME E     -   239,415.968   356,270.640   MT  0.99993891   +0 31 09.6
 QF1951;UTM  19      - 5,074,669.100   595,095.786   MT  0.99971118   +0 52 40.6
 QF1951
 QF1951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1951!SPC ME E     -   0.99998289  x   0.99993891  =   0.99992180
 QF1951!UTM  19      -   0.99998289  x   0.99971118  =   0.99969408
 QF1951
 QF1951                          SUPERSEDED SURVEY CONTROL
 QF1951
 QF1951  NAD 83(1992)-  45 49 08.49612(N)    067 46 33.12052(W) AD(       ) 3
 QF1951  NAD 83(1986)-  45 49 08.50121(N)    067 46 33.14088(W) AD(       ) 3
 QF1951  NAD 27      -  45 49 08.29134(N)    067 46 35.09897(W) AD(       ) 3
 QF1951
 QF1951.Superseded values are not recommended for survey control.
 QF1951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1951.See file dsdata.txt to determine how the superseded data were derived.
 QF1951
 QF1951_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9509674669(NAD 83)
 QF1951_MARKER: Z = SEE DESCRIPTION
 QF1951_SETTING: 0 = UNSPECIFIED SETTING
 QF1951
 QF1951  HISTORY     - Date     Condition        Report By
 QF1951  HISTORY     - 1917     MONUMENTED       IBC
 QF1951  HISTORY     - 1972     GOOD             IBC
 QF1951
 QF1951                          STATION DESCRIPTION
 QF1951
 QF1951'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (HOC)
 QF1951'ON THE S BANK OF THE THOROUGHFARE, ABOUT 650 METERS ABOVE GRAND LAKE,
 QF1951'ABOUT 5.2 METERS BACK FROM THE WATER, AT AN OLD LOG LANDING.
 QF1951'
 QF1951'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE
 QF1951'POST, SET IN A CONCRETE BASE.
 QF1951
 QF1951                          STATION RECOVERY (1972)
 QF1951
 QF1951'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1951'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1890 ***********************************************************************
 QF1890  DESIGNATION -  REFERENCE MON 28=MILL
 QF1890  PID         -  QF1890
 QF1890  STATE/COUNTY-  ME/AROOSTOOK
 QF1890  USGS QUAD   -  ORIENT (1989)
 QF1890
 QF1890                         *CURRENT SURVEY CONTROL
 QF1890  ___________________________________________________________________
 QF1890* NAD 83(1996)-  45 49 01.43177(N)    067 46 48.34900(W)     ADJUSTED  
 QF1890* NAVD 88     -       134.     (meters)     440.     (feet)  SCALED    
 QF1890  ___________________________________________________________________
 QF1890  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 QF1890  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 QF1890
 QF1890  HORZ ORDER  -  THIRD
 QF1890
 QF1890.The horizontal coordinates were established by classical geodetic methods
 QF1890.and adjusted by the National Geodetic Survey in March 1998..
 QF1890
 QF1890.The orthometric height was scaled from a topographic map.
 QF1890
 QF1890.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1890
 QF1890.The geoid height was determined by GEOID03.
 QF1890
 QF1890;                    North         East     Units Scale Factor Converg.
 QF1890;SPC ME E     -   239,194.825   355,943.925   MT  0.99993846   +0 30 58.6
 QF1890;UTM  19      - 5,074,445.968   594,770.535   MT  0.99971042   +0 52 29.6
 QF1890
 QF1890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1890!SPC ME E     -   0.99998273  x   0.99993846  =   0.99992119
 QF1890!UTM  19      -   0.99998273  x   0.99971042  =   0.99969316
 QF1890
 QF1890:                Primary Azimuth Mark                     Grid Az
 QF1890:SPC ME E     -  REFERENCE MON 26=LEFT                    045 44 32.6
 QF1890:UTM  19      -  REFERENCE MON 26=LEFT                    045 23 01.6
 QF1890
 QF1890|---------------------------------------------------------------------|
 QF1890| PID    Reference Object                     Distance      Geod. Az  |
 QF1890|                                                           dddmmss.s |
 QF1890| QF1952 REFERENCE MON 26=LEFT               445.600 METERS 0461531.2 |
 QF1890| QF1891 REFERENCE MON 29=GARAGE              63.701 METERS 26047     |
 QF1890| QF1900 PACKARD                             151.628 METERS 27818     |
 QF1890|---------------------------------------------------------------------|
 QF1890
 QF1890                          SUPERSEDED SURVEY CONTROL
 QF1890
 QF1890  NAD 83(1992)-  45 49 01.42896(N)    067 46 48.34749(W) AD(       ) 3
 QF1890  NAD 83(1986)-  45 49 01.43401(N)    067 46 48.36777(W) AD(       ) 3
 QF1890  NAD 27      -  45 49 01.22400(N)    067 46 50.32600(W) AD(       ) 3
 QF1890
 QF1890.Superseded values are not recommended for survey control.
 QF1890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1890.See file dsdata.txt to determine how the superseded data were derived.
 QF1890
 QF1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9477174446(NAD 83)
 QF1890_MARKER: Z = SEE DESCRIPTION
 QF1890_SETTING: 0 = UNSPECIFIED SETTING
 QF1890
 QF1890  HISTORY     - Date     Condition        Report By
 QF1890  HISTORY     - 1917     MONUMENTED       IBC
 QF1890  HISTORY     - 1955     GOOD             IBC
 QF1890  HISTORY     - 1972     MARK NOT FOUND   IBC
 QF1890
 QF1890                          STATION DESCRIPTION
 QF1890
 QF1890'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (HOC)
 QF1890'ABOUT 6 METERS E OF THE THOROUGHFARE AT HIGH WATER, 200 METERS
 QF1890'UPSTREAM FROM GRAND LAKE, AND 35 METERS UPSTREAM FROM THE ROAD, IN
 QF1890'DENSE HIGH WEEDS AND BERRY BUSHES.
 QF1890'
 QF1890'STATION MARK IS A BOUNDARY REFERENCE POST SET IN A CONCRETE BASE.
 QF1890
 QF1890                          STATION RECOVERY (1955)
 QF1890
 QF1890'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1890'STATION RECOVERED IN GOOD CONDITION.
 QF1890
 QF1890                          STATION RECOVERY (1972)
 QF1890
 QF1890'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1890'THIS MONUMENT WAS BULLDOZED OUT IN THE FALL OF 1971 AND IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1891 ***********************************************************************
 QF1891  DESIGNATION -  REFERENCE MON 29=GARAGE
 QF1891  PID         -  QF1891
 QF1891  STATE/COUNTY-  ME/AROOSTOOK
 QF1891  USGS QUAD   -  ORIENT (1989)
 QF1891
 QF1891                         *CURRENT SURVEY CONTROL
 QF1891  ___________________________________________________________________
 QF1891* NAD 83(1996)-  45 49 01.10151(N)    067 46 51.26167(W)     ADJUSTED  
 QF1891* NAVD 88     -       134.     (meters)     440.     (feet)  SCALED    
 QF1891  ___________________________________________________________________
 QF1891  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 QF1891  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 QF1891
 QF1891  HORZ ORDER  -  THIRD
 QF1891
 QF1891.The horizontal coordinates were established by classical geodetic methods
 QF1891.and adjusted by the National Geodetic Survey in March 1998..
 QF1891
 QF1891.The orthometric height was scaled from a topographic map.
 QF1891
 QF1891.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1891
 QF1891.The geoid height was determined by GEOID03.
 QF1891
 QF1891;                    North         East     Units Scale Factor Converg.
 QF1891;SPC ME E     -   239,184.063   355,881.143   MT  0.99993838   +0 30 56.5
 QF1891;UTM  19      - 5,074,434.816   594,707.836   MT  0.99971027   +0 52 27.5
 QF1891
 QF1891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1891!SPC ME E     -   0.99998273  x   0.99993838  =   0.99992112
 QF1891!UTM  19      -   0.99998273  x   0.99971027  =   0.99969301
 QF1891
 QF1891:                Primary Azimuth Mark                     Grid Az
 QF1891:SPC ME E     -  REFERENCE MON 26=LEFT                    049 53 19.9
 QF1891:UTM  19      -  REFERENCE MON 26=LEFT                    049 31 48.9
 QF1891
 QF1891|---------------------------------------------------------------------|
 QF1891| PID    Reference Object                     Distance      Geod. Az  |
 QF1891|                                                           dddmmss.s |
 QF1891| QF1952 REFERENCE MON 26=LEFT               499.386 METERS 0502416.4 |
 QF1891| QF1890 REFERENCE MON 28=MILL                63.701 METERS 08047     |
 QF1891| QF1900 PACKARD                              92.874 METERS 29012     |
 QF1891|---------------------------------------------------------------------|
 QF1891
 QF1891                          SUPERSEDED SURVEY CONTROL
 QF1891
 QF1891  NAD 83(1992)-  45 49 01.09871(N)    067 46 51.26015(W) AD(       ) 3
 QF1891  NAD 83(1986)-  45 49 01.10374(N)    067 46 51.28041(W) AD(       ) 3
 QF1891  NAD 27      -  45 49 00.89346(N)    067 46 53.23864(W) AD(       ) 3
 QF1891
 QF1891.Superseded values are not recommended for survey control.
 QF1891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1891.See file dsdata.txt to determine how the superseded data were derived.
 QF1891
 QF1891_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9470874435(NAD 83)
 QF1891_MARKER: Z = SEE DESCRIPTION
 QF1891_SETTING: 0 = UNSPECIFIED SETTING
 QF1891
 QF1891  HISTORY     - Date     Condition        Report By
 QF1891  HISTORY     - 1917     MONUMENTED       IBC
 QF1891  HISTORY     - 1955     GOOD             IBC
 QF1891  HISTORY     - 1978     GOOD             IBC
 QF1891
 QF1891                          STATION DESCRIPTION
 QF1891
 QF1891'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (HOC)
 QF1891'ON THE UNITED STATES BANK OF THE THOROUGHFARE, ABOUT 200 METERS ABOVE
 QF1891'THE ENTRANCE TO GRAND LAKE.  THE STATION IS N OF THE ROAD, 1.8
 QF1891'METERS BACK OF WATSONS GARAGE, AND 8.5 METERS FROM THE SHORELINE.
 QF1891'
 QF1891'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE POST
 QF1891'SET IN A DRILL HOLE IN THE TOP OF A BOULDER WHOSE TOP SURFACE
 QF1891'MEASURES 0.9 METER ON THE N SIDE, 1.8 METERS ON THE E SIDE, 0.9 METER
 QF1891'ON THE S SIDE, AND 1.2 METERS ON THE W SIDE.
 QF1891
 QF1891                          STATION RECOVERY (1955)
 QF1891
 QF1891'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1891'STATION RECOVERED IN GOOD CONDITION.
 QF1891
 QF1891                          STATION RECOVERY (1978)
 QF1891
 QF1891'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1978 (CRM)
 QF1891'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1785 ***********************************************************************
 QF1785  DESIGNATION -  REFERENCE MON 3
 QF1785  PID         -  QF1785
 QF1785  STATE/COUNTY-  ME/AROOSTOOK
 QF1785  USGS QUAD   -  NORTH AMITY (1989)
 QF1785
 QF1785                         *CURRENT SURVEY CONTROL
 QF1785  ___________________________________________________________________
 QF1785* NAD 83(1996)-  45 55 40.34716(N)    067 45 56.49076(W)     ADJUSTED  
 QF1785* NAVD 88     -       143.     (meters)     469.     (feet)  SCALED    
 QF1785  ___________________________________________________________________
 QF1785  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 QF1785  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 QF1785
 QF1785  HORZ ORDER  -  THIRD
 QF1785
 QF1785.The horizontal coordinates were established by classical geodetic methods
 QF1785.and adjusted by the National Geodetic Survey in March 1998..
 QF1785
 QF1785.The orthometric height was scaled from a topographic map.
 QF1785
 QF1785.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1785
 QF1785.The geoid height was determined by GEOID03.
 QF1785
 QF1785;                    North         East     Units Scale Factor Converg.
 QF1785;SPC ME E     -   251,520.135   356,950.049   MT  0.99993986   +0 31 39.3
 QF1785;UTM  19      - 5,086,774.532   595,699.213   MT  0.99971259   +0 53 12.7
 QF1785
 QF1785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1785!SPC ME E     -   0.99998130  x   0.99993986  =   0.99992117
 QF1785!UTM  19      -   0.99998130  x   0.99971259  =   0.99969390
 QF1785
 QF1785|---------------------------------------------------------------------|
 QF1785| PID    Reference Object                     Distance      Geod. Az  |
 QF1785|                                                           dddmmss.s |
 QF1785| QF1780 TRAVERSE STATION 8 IBC              355.064 METERS 09624     |
 QF1785| QF1786 TRAVERSE STATION 6 IBC              318.800 METERS 35519     |
 QF1785|---------------------------------------------------------------------|
 QF1785
 QF1785                          SUPERSEDED SURVEY CONTROL
 QF1785
 QF1785  NAD 83(1992)-  45 55 40.34467(N)    067 45 56.49261(W) AD(       ) 4
 QF1785  NAD 83(1986)-  45 55 40.29907(N)    067 45 56.62706(W) AD(       ) 4
 QF1785  NAD 27      -  45 55 40.14815(N)    067 45 58.47181(W) AD(       ) 3
 QF1785
 QF1785.Superseded values are not recommended for survey control.
 QF1785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1785.See file dsdata.txt to determine how the superseded data were derived.
 QF1785
 QF1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9569986775(NAD 83)
 QF1785_MARKER: Z = SEE DESCRIPTION
 QF1785_SETTING: 0 = UNSPECIFIED SETTING
 QF1785
 QF1785  HISTORY     - Date     Condition        Report By
 QF1785  HISTORY     - 1912     MONUMENTED       IBC
 QF1785  HISTORY     - 1939     GOOD             IBC
 QF1785
 QF1785                          STATION DESCRIPTION
 QF1785
 QF1785'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (AJB)
 QF1785'ON MONUMENT BROOK, ABOUT 1-1/2 MILES BELOW INITIAL MONUMENT, AND 5.2
 QF1785'METERS S OF THE BROOK, AT THE THIRD BIG BEND OF THE BROOK FROM A S
 QF1785'TO AN E COURSE.
 QF1785'
 QF1785'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE POST
 QF1785'SET IN A CONCRETE BASE.  FOUR TREES ARE BLAZED FACING THE MONUMENT.
 QF1785'A 12 - INCH ASH, 8.63 METERS DISTANT, A 14 - INCH CEDAR, 3.41 METERS
 QF1785'DISTANT, AND 18 - INCH CEDAR, 3.32 METERS DISTANT, AND A 12 - INCH
 QF1785'ASH, 3.23 METERS DISTANT.
 QF1785
 QF1785                          STATION RECOVERY (1939)
 QF1785
 QF1785'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1939
 QF1785'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1899 ***********************************************************************
 QF1899  DESIGNATION -  REFERENCE MON 30=ENTRANCE W
 QF1899  PID         -  QF1899
 QF1899  STATE/COUNTY-  ME/AROOSTOOK
 QF1899  USGS QUAD   -  ORIENT (1989)
 QF1899
 QF1899                         *CURRENT SURVEY CONTROL
 QF1899  ___________________________________________________________________
 QF1899* NAD 83(1996)-  45 48 59.15053(N)    067 46 55.04343(W)     ADJUSTED  
 QF1899* NAVD 88     -       132.     (meters)     433.     (feet)  SCALED    
 QF1899  ___________________________________________________________________
 QF1899  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 QF1899  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 QF1899
 QF1899  HORZ ORDER  -  THIRD
 QF1899
 QF1899.The horizontal coordinates were established by classical geodetic methods
 QF1899.and adjusted by the National Geodetic Survey in March 1998..
 QF1899
 QF1899.The orthometric height was scaled from a topographic map.
 QF1899
 QF1899.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1899
 QF1899.The geoid height was determined by GEOID03.
 QF1899
 QF1899;                    North         East     Units Scale Factor Converg.
 QF1899;SPC ME E     -   239,123.100   355,800.050   MT  0.99993827   +0 30 53.7
 QF1899;UTM  19      - 5,074,373.360   594,627.145   MT  0.99971008   +0 52 24.7
 QF1899
 QF1899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1899!SPC ME E     -   0.99998305  x   0.99993827  =   0.99992132
 QF1899!UTM  19      -   0.99998305  x   0.99971008  =   0.99969313
 QF1899
 QF1899|---------------------------------------------------------------------|
 QF1899| PID    Reference Object                     Distance      Geod. Az  |
 QF1899|                                                           dddmmss.s |
 QF1899| QF1898 PENGUIN IBC                         171.907 METERS 17127     |
 QF1899| QF1981 REFERENCE MON 32 ECC                APPROX. 2.2 KM 2382801.1 |
 QF1899| QF1901 PACKARD ECC NNW                     105.968 METERS 35349     |
 QF1899|---------------------------------------------------------------------|
 QF1899
 QF1899                          SUPERSEDED SURVEY CONTROL
 QF1899
 QF1899  NAD 83(1992)-  45 48 59.14773(N)    067 46 55.04191(W) AD(       ) 3
 QF1899  NAD 83(1986)-  45 48 59.15279(N)    067 46 55.06215(W) AD(       ) 3
 QF1899  NAD 27      -  45 48 58.94237(N)    067 46 57.02004(W) AD(       ) 3
 QF1899
 QF1899.Superseded values are not recommended for survey control.
 QF1899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1899.See file dsdata.txt to determine how the superseded data were derived.
 QF1899
 QF1899_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9462774373(NAD 83)
 QF1899_MARKER: Z = SEE DESCRIPTION
 QF1899_SETTING: 0 = UNSPECIFIED SETTING
 QF1899_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QF1899
 QF1899  HISTORY     - Date     Condition        Report By
 QF1899  HISTORY     - 1917     MONUMENTED       IBC
 QF1899  HISTORY     - 1978     MARK NOT FOUND   IBC
 QF1899
 QF1899                          STATION DESCRIPTION
 QF1899
 QF1899'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (HOC)
 QF1899'IN BUSHES ABOUT SHOULDER HIGH, 20 FEET FROM THE EDGE OF A SWAMP
 QF1899'ALONG GRAND LAKE, ABOUT 80 METERS N OF THIS LAKE, ABOUT 120 METERS N
 QF1899'OF THE MOUTH OF THE THOROUGHFARE, AND 60 METERS S OF THE ROAD
 QF1899'LEADING W FROM THE THOROUGHFARE BRIDGE.
 QF1899'
 QF1899'STATION MARK IS A BOUNDARY REFERENCE POST SET IN A DRILL HOLE IN THE
 QF1899'TOP OF A LARGE ROCK EMBEDDED IN THE GROUND.
 QF1899
 QF1899                          STATION RECOVERY (1978)
 QF1899
 QF1899'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1978 (CRM)
 QF1899'A ONE HOUR SEARCH WAS MADE FOR THE REFERENCE MONUMENT, BUT IT WAS NOT
 QF1899'RECOVERED.  THE REFERENCE MONUMENT IS PROBABLY STILL IN PLACE AS THE
 QF1899'AREA IS COVERED WITH THICK BRUSH, GRASS AND ALDERS AND YOU COULD
 QF1899'VIRTUALLY STAND ON IT WITHOUT SEEING IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1961 ***********************************************************************
 QF1961  DESIGNATION -  REFERENCE MON 31 39
 QF1961  PID         -  QF1961
 QF1961  STATE/COUNTY-  ME/AROOSTOOK
 QF1961  USGS QUAD   -  ORIENT (1989)
 QF1961
 QF1961                         *CURRENT SURVEY CONTROL
 QF1961  ___________________________________________________________________
 QF1961* NAD 83(1996)-  45 48 55.20208(N)    067 46 52.72334(W)     ADJUSTED  
 QF1961* NAVD 88     -       132.     (meters)     433.     (feet)  SCALED    
 QF1961  ___________________________________________________________________
 QF1961  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 QF1961  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 QF1961
 QF1961  HORZ ORDER  -  THIRD
 QF1961
 QF1961.The horizontal coordinates were established by classical geodetic methods
 QF1961.and adjusted by the National Geodetic Survey in March 1998..
 QF1961
 QF1961.The orthometric height was scaled from a topographic map.
 QF1961
 QF1961.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1961
 QF1961.The geoid height was determined by GEOID03.
 QF1961
 QF1961;                    North         East     Units Scale Factor Converg.
 QF1961;SPC ME E     -   239,001.657   355,851.229   MT  0.99993834   +0 30 55.4
 QF1961;UTM  19      - 5,074,252.268   594,679.072   MT  0.99971020   +0 52 26.3
 QF1961
 QF1961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1961!SPC ME E     -   0.99998305  x   0.99993834  =   0.99992139
 QF1961!UTM  19      -   0.99998305  x   0.99971020  =   0.99969325
 QF1961
 QF1961                          SUPERSEDED SURVEY CONTROL
 QF1961
 QF1961  NAD 83(1992)-  45 48 55.19927(N)    067 46 52.72182(W) AD(       ) 3
 QF1961  NAD 83(1986)-  45 48 55.20434(N)    067 46 52.74203(W) AD(       ) 3
 QF1961  NAD 27      -  45 48 54.99500(N)    067 46 54.70000(W) AD(       ) 3
 QF1961
 QF1961.Superseded values are not recommended for survey control.
 QF1961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1961.See file dsdata.txt to determine how the superseded data were derived.
 QF1961
 QF1961_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9467974252(NAD 83)
 QF1961_MARKER: Z = SEE DESCRIPTION
 QF1961_SETTING: 0 = UNSPECIFIED SETTING
 QF1961
 QF1961  HISTORY     - Date     Condition        Report By
 QF1961  HISTORY     - 1939     MONUMENTED       IBC
 QF1961  HISTORY     - 1978     GOOD             IBC
 QF1961
 QF1961                          STATION DESCRIPTION
 QF1961
 QF1961'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1939 (JH)
 QF1961'THE ORIGINAL 1912 REF MON 31 WAS FOUND LEANING ABOUT 45 DEGREES FROM
 QF1961'THE VERTICAL.  THE ORIGINAL DESCRIPTION SAID THE BRONZE POST WAS SET
 QF1961'IN A DRILL HOLE IN THE APEX OF A SMALL BOULDER BUT HIGH WATER WASHED
 QF1961'AWAY THE SOIL AND EXPOSED A LARGE BOULDER ROUGHLY TEN FEET ACROSS AND
 QF1961'SIX FEET HIGH WHICH TIPPED NORTHWESTWARD INTO THE WATER.  THE POST
 QF1961'WAS PLUMBED BY CUTTING AWAY THE ROCK ON THE HIGHER SIDE AND BENDING
 QF1961'THE SHAFT.  THE BASE WAS THEN REPAIRED WITH NEW CONCRETE.  THE
 QF1961'MONUMENT WAS LOCATED BY TRIANGULATION AND A REFERENCE MONUMENT DISK
 QF1961'STAMPED 31A, 1939 WAS SET IN A DRILL HOLE IN A LARGE BOULDER WHOSE
 QF1961'EXPOSED DIMENSIONS ARE ROUGHLY TEN FEET BY TEN FEET BY SIX FEET HIGH.
 QF1961'IT WAS LOCATED BY A ANGLE AND DISTANCE FROM REFERENCE MONUMENT 31,
 QF1961'1939.  A SUMMER COTTAGE IS A FEW FEET NORTHEAST OF THE BOULDER.
 QF1961
 QF1961                          STATION RECOVERY (1978)
 QF1961
 QF1961'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1978 (CRM)
 QF1961'THE REFERENCE MONUMENT WAS RECOVERED AS DESCRIBED IN 1955, BUT
 QF1961'STATION PENGUIN AND PENGUIN REFERENCE MARK 2 WERE NOT RECOVERED.
 QF1961'CHECK ANGLES AND GEODIMETER MEASUREMENTS INDICATE THE MONUMENT HAS
 QF1961'MOVED.  ALTHOUGH THE ROCK THE MONUMENT IS IN IS QUITE LARGE, IT SITS
 QF1961'ON TOP OF THE GROUND AND COULD BE SUBJECT TO BEING MOVED BY ICE.
 QF1961'
 QF1961'THERE IS SOME CONFUSION AS TO THE CORRECT DESIGNATION FOR THIS
 QF1961'REFERENCE MONUMENT.  IN SPECIAL REPORT NO 3 IT IS DESCRIBED AS
 QF1961'REFERENCE MONUMENT 31A, BUT IS CARRIED AS REFERENCE MONUMENT 31 1939
 QF1961'IN THE LIST OF GEOGRAPHIC POSITIONS.  ALSO IN THE LIST OF GEOGRAPHIC
 QF1961'POSITIONS PENGUIN REFERENCE MARK 2 IS CARRIED AS REFERENCE MONUMENT
 QF1961'31A.
 QF1961'
 QF1961'NOTE--1939 IS STAMPED ON TOP OF THE MONUMENT.
 QF1961'
 QF1961'SINCE THE MONUMENT HAS BEEN DISTURBED THE DESIGNATION WAS CHANGED TO
 QF1961'REFERENCE MONUMENT 31, 1978.  (SEE DESCRIPTION THEREOF.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1960 ***********************************************************************
 QF1960  DESIGNATION -  REFERENCE MON 31 78
 QF1960  PID         -  QF1960
 QF1960  STATE/COUNTY-  ME/AROOSTOOK
 QF1960  USGS QUAD   -  ORIENT (1989)
 QF1960
 QF1960                         *CURRENT SURVEY CONTROL
 QF1960  ___________________________________________________________________
 QF1960* NAD 83(1996)-  45 48 55.21217(N)    067 46 52.69862(W)     ADJUSTED  
 QF1960* NAVD 88     -       132.     (meters)     433.     (feet)  SCALED    
 QF1960  ___________________________________________________________________
 QF1960  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 QF1960  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 QF1960
 QF1960  HORZ ORDER  -  THIRD
 QF1960
 QF1960.The horizontal coordinates were established by classical geodetic methods
 QF1960.and adjusted by the National Geodetic Survey in March 1998..
 QF1960
 QF1960.The orthometric height was scaled from a topographic map.
 QF1960
 QF1960.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1960
 QF1960.The geoid height was determined by GEOID03.
 QF1960
 QF1960;                    North         East     Units Scale Factor Converg.
 QF1960;SPC ME E     -   239,001.973   355,851.760   MT  0.99993834   +0 30 55.4
 QF1960;UTM  19      - 5,074,252.587   594,679.600   MT  0.99971020   +0 52 26.4
 QF1960
 QF1960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1960!SPC ME E     -   0.99998305  x   0.99993834  =   0.99992139
 QF1960!UTM  19      -   0.99998305  x   0.99971020  =   0.99969325
 QF1960
 QF1960                          SUPERSEDED SURVEY CONTROL
 QF1960
 QF1960  NAD 83(1992)-  45 48 55.20934(N)    067 46 52.69713(W) AD(       ) 3
 QF1960  NAD 83(1986)-  45 48 55.21444(N)    067 46 52.71730(W) AD(       ) 3
 QF1960  NAD 27      -  45 48 55.00295(N)    067 46 54.67363(W) AD(       ) 3
 QF1960
 QF1960.Superseded values are not recommended for survey control.
 QF1960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1960.See file dsdata.txt to determine how the superseded data were derived.
 QF1960
 QF1960_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9468074253(NAD 83)
 QF1960_MARKER: Z = SEE DESCRIPTION
 QF1960_SETTING: 0 = UNSPECIFIED SETTING
 QF1960
 QF1960  HISTORY     - Date     Condition        Report By
 QF1960  HISTORY     - 1978     MONUMENTED       IBC
 QF1960
 QF1960                          STATION DESCRIPTION
 QF1960
 QF1960'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1978 (CRM)
 QF1960'THE REFERENCE MONUMENT IS LOCATED ON THE CANADIAN POINT AT THE MOUTH
 QF1960'OF THE THOROUGHFARE WHERE IT EMPTIES INTO GRAND LAKE.  THIS IS ABOUT
 QF1960'175 METERS SOUTH - SOUTHEAST OF THE ORIENT - FOSTERVILLE BRIDGE.
 QF1960'
 QF1960'THE STATION MARK IS A STANDARD REFERENCE MONUMENT POST SET IN A DRILL
 QF1960'HOLE IN A LARGE BOULDER THAT PROJECTS ABOUT 3-1/2 FEET AT LOW
 QF1960'WATER.  ---1939---IS STAMPED ON TOP OF THE POST.
 QF1960'
 QF1960'NOTE--THIS MONUMENT WAS ORIGINALLY REFERENCE MONUMENT 31, 1939, BUT
 QF1960'IT HAS BEEN DISTURBED AND WAS REDESIGNATED AT THIS TIME.  THIS
 QF1960'REFERENCE MONUMENT SHOULD BE USED WITH CAUTION AS IT COULD BE SUBJECT
 QF1960'TO MOVEMENT BY ICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1962 ***********************************************************************
 QF1962  DESIGNATION -  REFERENCE MON 31 78 ECC
 QF1962  PID         -  QF1962
 QF1962  STATE/COUNTY-  ME/AROOSTOOK
 QF1962  USGS QUAD   -  ORIENT (1989)
 QF1962
 QF1962                         *CURRENT SURVEY CONTROL
 QF1962  ___________________________________________________________________
 QF1962* NAD 83(1996)-  45 48 55.17180(N)    067 46 52.82948(W)     ADJUSTED  
 QF1962* NAVD 88     -       132.     (meters)     433.     (feet)  SCALED    
 QF1962  ___________________________________________________________________
 QF1962  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 QF1962  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 QF1962
 QF1962  HORZ ORDER  -  THIRD
 QF1962
 QF1962.The horizontal coordinates were established by classical geodetic methods
 QF1962.and adjusted by the National Geodetic Survey in March 1998..
 QF1962
 QF1962.The orthometric height was scaled from a topographic map.
 QF1962
 QF1962.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1962
 QF1962.The geoid height was determined by GEOID03.
 QF1962
 QF1962;                    North         East     Units Scale Factor Converg.
 QF1962;SPC ME E     -   239,000.702   355,848.946   MT  0.99993833   +0 30 55.3
 QF1962;UTM  19      - 5,074,251.298   594,676.795   MT  0.99971020   +0 52 26.3
 QF1962
 QF1962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1962!SPC ME E     -   0.99998305  x   0.99993833  =   0.99992138
 QF1962!UTM  19      -   0.99998305  x   0.99971020  =   0.99969325
 QF1962
 QF1962|---------------------------------------------------------------------|
 QF1962| PID    Reference Object                     Distance      Geod. Az  |
 QF1962|                                                           dddmmss.s |
 QF1962| QF1956 MARK IBC                            177.110 METERS 03025     |
 QF1962| QF1960 REFERENCE MON 31 78                   3.088 METERS 06612     |
 QF1962| QF1910 NORTH POINT                         APPROX. 1.6 KM 2151552.1 |
 QF1962|---------------------------------------------------------------------|
 QF1962
 QF1962                          SUPERSEDED SURVEY CONTROL
 QF1962
 QF1962  NAD 83(1992)-  45 48 55.16897(N)    067 46 52.82799(W) AD(       ) 3
 QF1962  NAD 83(1986)-  45 48 55.17407(N)    067 46 52.84816(W) AD(       ) 3
 QF1962  NAD 27      -  45 48 54.96258(N)    067 46 54.80450(W) AD(       ) 3
 QF1962
 QF1962.Superseded values are not recommended for survey control.
 QF1962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1962.See file dsdata.txt to determine how the superseded data were derived.
 QF1962
 QF1962_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9467774251(NAD 83)
 QF1962_MARKER: I = METAL ROD
 QF1962_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 QF1962_SP_SET: UNSPECIFIED SHALLOW SETTING (<10
 QF1962
 QF1962  HISTORY     - Date     Condition        Report By
 QF1962  HISTORY     - 1978     MONUMENTED       IBC
 QF1962
 QF1962                          STATION DESCRIPTION
 QF1962
 QF1962'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1978 (CRM)
 QF1962'THE STATION IS LOCATED IN THE SAME VICINITY AS REFERENCE MONUMENT 31
 QF1962'1978, (SEE DESCRIPTION THEREOF), AND ON THE SOUTHWEST SIDE OF THE
 QF1962'LARGE ROCK THAT REFERENCE MONUMENT 31 1978 IS CEMENTED INTO.
 QF1962'
 QF1962'THE STATION MARK IS A 1/2 - INCH IN DIAMETER STEEL ROD, 2 FEET LONG,
 QF1962'DRIVEN FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1894 ***********************************************************************
 QF1894  DESIGNATION -  REFERENCE MON 31A RM 2
 QF1894  PID         -  QF1894
 QF1894  STATE/COUNTY-  ME/AROOSTOOK
 QF1894  USGS QUAD   -  ORIENT (1989)
 QF1894
 QF1894                         *CURRENT SURVEY CONTROL
 QF1894  ___________________________________________________________________
 QF1894* NAD 83(1996)-  45 48 53.73005(N)    067 46 52.48580(W)     ADJUSTED  
 QF1894* NAVD 88     -       132.     (meters)     433.     (feet)  SCALED    
 QF1894  ___________________________________________________________________
 QF1894  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 QF1894  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 QF1894
 QF1894  HORZ ORDER  -  THIRD
 QF1894
 QF1894.The horizontal coordinates were established by classical geodetic methods
 QF1894.and adjusted by the National Geodetic Survey in March 1998..
 QF1894
 QF1894.The orthometric height was scaled from a topographic map.
 QF1894
 QF1894.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1894
 QF1894.The geoid height was determined by GEOID03.
 QF1894
 QF1894;                    North         East     Units Scale Factor Converg.
 QF1894;SPC ME E     -   238,956.260   355,856.766   MT  0.99993834   +0 30 55.5
 QF1894;UTM  19      - 5,074,206.916   594,684.891   MT  0.99971022   +0 52 26.5
 QF1894
 QF1894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1894!SPC ME E     -   0.99998305  x   0.99993834  =   0.99992139
 QF1894!UTM  19      -   0.99998305  x   0.99971022  =   0.99969327
 QF1894
 QF1894|---------------------------------------------------------------------|
 QF1894| PID    Reference Object                     Distance      Geod. Az  |
 QF1894|                                                           dddmmss.s |
 QF1894| QF1955 FOX IBC                             223.295 METERS 02150     |
 QF1894| QF1896 REFERENCE MON 31 39 ECC              27.634 METERS 33655     |
 QF1894| QF1961 REFERENCE MON 31 39                  45.736 METERS 35334     |
 QF1894|---------------------------------------------------------------------|
 QF1894
 QF1894                          SUPERSEDED SURVEY CONTROL
 QF1894
 QF1894  NAD 83(1992)-  45 48 53.72726(N)    067 46 52.48429(W) AD(       ) 3
 QF1894  NAD 83(1986)-  45 48 53.73234(N)    067 46 52.50449(W) AD(       ) 3
 QF1894  NAD 27      -  45 48 53.52100(N)    067 46 54.46100(W) AD(       ) 3
 QF1894
 QF1894.Superseded values are not recommended for survey control.
 QF1894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1894.See file dsdata.txt to determine how the superseded data were derived.
 QF1894
 QF1894_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9468574207(NAD 83)
 QF1894_MARKER: Z = SEE DESCRIPTION
 QF1894_SETTING: 0 = UNSPECIFIED SETTING
 QF1894
 QF1894  HISTORY     - Date     Condition        Report By
 QF1894  HISTORY     - 1939     MONUMENTED       IBC
 QF1894  HISTORY     - 1978     GOOD             IBC
 QF1894
 QF1894                          STATION DESCRIPTION
 QF1894
 QF1894'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1939 (JH)
 QF1894'THIS REFERENCE MONUMENT SERVES AS PENGUIN REFERENCE MARK 1.  SEE
 QF1894'DESCRIPTION THEREOF.
 QF1894
 QF1894                          STATION RECOVERY (1978)
 QF1894
 QF1894'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1978 (CRM)
 QF1894'THE REFERENCE MONUMENT WAS RECOVERED IN GOOD CONDITION, BUT CHECK
 QF1894'ANGLES AND GEODIMETER MEASUREMENTS INDICATED THE MONUMENT HAS MOVED.
 QF1894'STATION PENGUIN AND PENGUIN REFERENCE MARK 2 WERE NOT RECOVERED.
 QF1894'
 QF1894'THIS IS THE SAME POINT AS REFERENCE MONUMENT 31, 1939.  (SEE
 QF1894'DESCRIPTION THEREOF.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1963 ***********************************************************************
 QF1963  DESIGNATION -  REFERENCE MON 31=ENTRANCE
 QF1963  PID         -  QF1963
 QF1963  STATE/COUNTY-  ME/AROOSTOOK
 QF1963  USGS QUAD   -  ORIENT (1989)
 QF1963
 QF1963                         *CURRENT SURVEY CONTROL
 QF1963  ___________________________________________________________________
 QF1963* NAD 83(1996)-  45 48 55.15606(N)    067 46 52.83048(W)     ADJUSTED  
 QF1963* NAVD 88     -       132.     (meters)     433.     (feet)  SCALED    
 QF1963  ___________________________________________________________________
 QF1963  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 QF1963  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 QF1963
 QF1963  HORZ ORDER  -  THIRD
 QF1963
 QF1963.The horizontal coordinates were established by classical geodetic methods
 QF1963.and adjusted by the National Geodetic Survey in March 1998..
 QF1963
 QF1963.The orthometric height was scaled from a topographic map.
 QF1963
 QF1963.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1963
 QF1963.The geoid height was determined by GEOID03.
 QF1963
 QF1963;                    North         East     Units Scale Factor Converg.
 QF1963;SPC ME E     -   239,000.215   355,848.929   MT  0.99993833   +0 30 55.3
 QF1963;UTM  19      - 5,074,250.812   594,676.781   MT  0.99971020   +0 52 26.3
 QF1963
 QF1963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1963!SPC ME E     -   0.99998305  x   0.99993833  =   0.99992138
 QF1963!UTM  19      -   0.99998305  x   0.99971020  =   0.99969325
 QF1963
 QF1963|---------------------------------------------------------------------|
 QF1963| PID    Reference Object                     Distance      Geod. Az  |
 QF1963|                                                           dddmmss.s |
 QF1963| QF1886 FENCE IBC                           303.111 METERS 05043     |
 QF1963| QF1914 REFERENCE MON 33=SUPER              APPROX. 2.1 KM 2194127.2 |
 QF1963| QF1899 REFERENCE MON 30=ENTRANCE W         132.257 METERS 33849     |
 QF1963| QF1900 PACKARD                             222.119 METERS 34607     |
 QF1963|---------------------------------------------------------------------|
 QF1963
 QF1963                          SUPERSEDED SURVEY CONTROL
 QF1963
 QF1963  NAD 83(1992)-  45 48 55.15326(N)    067 46 52.82896(W) AD(       ) 3
 QF1963  NAD 83(1986)-  45 48 55.15831(N)    067 46 52.84917(W) AD(       ) 3
 QF1963  NAD 27      -  45 48 54.94800(N)    067 46 54.80700(W) AD(       ) 3
 QF1963
 QF1963.Superseded values are not recommended for survey control.
 QF1963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1963.See file dsdata.txt to determine how the superseded data were derived.
 QF1963
 QF1963_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9467774251(NAD 83)
 QF1963_MARKER: Z = SEE DESCRIPTION
 QF1963_SETTING: 0 = UNSPECIFIED SETTING
 QF1963
 QF1963  HISTORY     - Date     Condition        Report By
 QF1963  HISTORY     - 1912     MONUMENTED       IBC
 QF1963
 QF1963                          STATION DESCRIPTION
 QF1963
 QF1963'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (JEM)
 QF1963'ON THE SOUTH OR CANADIAN SPIT AT THE ENTRANCE OF THE THOROUGHFARE
 QF1963'INTO GRAND LAKE.  THE STATION MARK IS A STANDARD 8 INCH
 QF1963'MANGANESE - BRONZE REFERENCE POST SET IN A DRILL HOLE IN THE APEX OF
 QF1963'A SMALL BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1981 ***********************************************************************
 QF1981  DESIGNATION -  REFERENCE MON 32 ECC
 QF1981  PID         -  QF1981
 QF1981  STATE/COUNTY-  ME/AROOSTOOK
 QF1981  USGS QUAD   -  ORIENT (1989)
 QF1981
 QF1981                         *CURRENT SURVEY CONTROL
 QF1981  ___________________________________________________________________
 QF1981* NAD 83(1996)-  45 48 22.13128(N)    067 48 21.28826(W)     ADJUSTED  
 QF1981* NAVD 88     -       133.     (meters)     436.     (feet)  SCALED    
 QF1981  ___________________________________________________________________
 QF1981  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 QF1981  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 QF1981
 QF1981  HORZ ORDER  -  THIRD
 QF1981
 QF1981.The horizontal coordinates were established by classical geodetic methods
 QF1981.and adjusted by the National Geodetic Survey in March 1998..
 QF1981
 QF1981.The orthometric height was scaled from a topographic map.
 QF1981
 QF1981.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1981
 QF1981.The geoid height was determined by GEOID03.
 QF1981
 QF1981;                    North         East     Units Scale Factor Converg.
 QF1981;SPC ME E     -   237,963.819   353,948.260   MT  0.99993577   +0 29 51.6
 QF1981;UTM  19      - 5,073,202.781   592,783.069   MT  0.99970583   +0 51 22.3
 QF1981
 QF1981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1981!SPC ME E     -   0.99998289  x   0.99993577  =   0.99991866
 QF1981!UTM  19      -   0.99998289  x   0.99970583  =   0.99968873
 QF1981
 QF1981:                Primary Azimuth Mark                     Grid Az
 QF1981:SPC ME E     -  REFERENCE MON 30=ENTRANCE W              057 57 07.6
 QF1981:UTM  19      -  REFERENCE MON 30=ENTRANCE W              057 35 36.9
 QF1981
 QF1981|---------------------------------------------------------------------|
 QF1981| PID    Reference Object                     Distance      Geod. Az  |
 QF1981|                                                           dddmmss.s |
 QF1981| QF1899 REFERENCE MON 30=ENTRANCE W         APPROX. 2.2 KM 0582659.2 |
 QF1981| QF1933 REFERENCE MON 32=LUDWIG              12.696 METERS 26844     |
 QF1981|---------------------------------------------------------------------|
 QF1981
 QF1981                          SUPERSEDED SURVEY CONTROL
 QF1981
 QF1981  NAD 83(1992)-  45 48 22.12847(N)    067 48 21.28672(W) AD(       ) 3
 QF1981  NAD 83(1986)-  45 48 22.13332(N)    067 48 21.30667(W) AD(       ) 3
 QF1981  NAD 27      -  45 48 21.92100(N)    067 48 23.26000(W) AD(       ) 3
 QF1981
 QF1981.Superseded values are not recommended for survey control.
 QF1981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1981.See file dsdata.txt to determine how the superseded data were derived.
 QF1981
 QF1981_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9278373203(NAD 83)
 QF1981_MARKER: I = METAL ROD
 QF1981_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 QF1981_SP_SET: UNSPECIFIED SHALLOW SETTING (<10
 QF1981
 QF1981  HISTORY     - Date     Condition        Report By
 QF1981  HISTORY     - 1978     MONUMENTED       IBC
 QF1981
 QF1981                          STATION DESCRIPTION
 QF1981
 QF1981'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1978 (CRM)
 QF1981'THE STATION MARK IS A 1/2 - INCH IN DIAMETER STEEL ROD, 2 FEET LONG,
 QF1981'DRIVEN FLUSH WITH THE GROUND.
 QF1981'
 QF1981'IT IS LOCATED IN THE SAME VICINITY AS REFERENCE MONUMENT 32 (SEE
 QF1981'DESCRIPTION THEREOF.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1933 ***********************************************************************
 QF1933  DESIGNATION -  REFERENCE MON 32=LUDWIG
 QF1933  PID         -  QF1933
 QF1933  STATE/COUNTY-  ME/AROOSTOOK
 QF1933  USGS QUAD   -  ORIENT (1989)
 QF1933
 QF1933                         *CURRENT SURVEY CONTROL
 QF1933  ___________________________________________________________________
 QF1933* NAD 83(1996)-  45 48 22.12218(N)    067 48 21.87609(W)     ADJUSTED  
 QF1933* NAVD 88     -       133.     (meters)     436.     (feet)  SCALED    
 QF1933  ___________________________________________________________________
 QF1933  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 QF1933  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 QF1933
 QF1933  HORZ ORDER  -  THIRD
 QF1933
 QF1933.The horizontal coordinates were established by classical geodetic methods
 QF1933.and adjusted by the National Geodetic Survey in March 1998..
 QF1933
 QF1933.The orthometric height was scaled from a topographic map.
 QF1933
 QF1933.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1933
 QF1933.The geoid height was determined by GEOID03.
 QF1933
 QF1933;                    North         East     Units Scale Factor Converg.
 QF1933;SPC ME E     -   237,963.428   353,935.571   MT  0.99993575   +0 29 51.2
 QF1933;UTM  19      - 5,073,202.311   592,770.386   MT  0.99970580   +0 51 21.9
 QF1933
 QF1933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1933!SPC ME E     -   0.99998289  x   0.99993575  =   0.99991864
 QF1933!UTM  19      -   0.99998289  x   0.99970580  =   0.99968870
 QF1933
 QF1933:                Primary Azimuth Mark                     Grid Az
 QF1933:SPC ME E     -  BUBAR 2 TABLET IBC                       007 42 37.0
 QF1933:UTM  19      -  BUBAR 2 TABLET IBC                       007 21 06.3
 QF1933
 QF1933|---------------------------------------------------------------------|
 QF1933| PID    Reference Object                     Distance      Geod. Az  |
 QF1933|                                                           dddmmss.s |
 QF1933| QF1927 BUBAR 2 TABLET IBC                  APPROX. 1.0 KM 0081228.2 |
 QF1933|---------------------------------------------------------------------|
 QF1933
 QF1933                          SUPERSEDED SURVEY CONTROL
 QF1933
 QF1933  NAD 83(1992)-  45 48 22.11937(N)    067 48 21.87454(W) AD(       ) 3
 QF1933  NAD 83(1986)-  45 48 22.12422(N)    067 48 21.89447(W) AD(       ) 3
 QF1933  NAD 27      -  45 48 21.91189(N)    067 48 23.84834(W) AD(       ) 3
 QF1933
 QF1933.Superseded values are not recommended for survey control.
 QF1933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1933.See file dsdata.txt to determine how the superseded data were derived.
 QF1933
 QF1933_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9277073202(NAD 83)
 QF1933_MARKER: Z = SEE DESCRIPTION
 QF1933_SETTING: 0 = UNSPECIFIED SETTING
 QF1933
 QF1933  HISTORY     - Date     Condition        Report By
 QF1933  HISTORY     - 1917     MONUMENTED       IBC
 QF1933  HISTORY     - 1978     GOOD             IBC
 QF1933
 QF1933                          STATION DESCRIPTION
 QF1933
 QF1933'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (HOC)
 QF1933'ON THE PROPERTY OF GUY C FLETCHER OF MONTICELLO, ON THE W SHORE OF
 QF1933'GRAND LAKE, 1.4 MILES W OF THE THOROUGHFARE, AND 0.4 MILE ABOVE
 QF1933'MCALLISTER COVE.  IT IS 200 METERS N OF A PROMINENT ROUNDED POINT,
 QF1933'ON THE EDGE OF ALDERS ON THE S SIDE OF AN OLD CLEARING, 6 FEET W OF
 QF1933'THE LINE OF THE REAR OF THE COTTAGE EXTENDED, AND 16 FEET S OF THE
 QF1933'SW CORNER.  THE MONUMENT IS PAINTED GREEN.  CARIBOU POINT IS 1/2
 QF1933'MILE S.
 QF1933'
 QF1933'STATION MARK IS A BOUNDARY REFERENCE POST SET IN A DRILL HOLE IN THE
 QF1933'TOP OF A TRIANGULAR BOULDER ABOUT 5 FEET ON A SIDE AND 16 INCHES IN
 QF1933'HEIGHT.
 QF1933
 QF1933                          STATION RECOVERY (1978)
 QF1933
 QF1933'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1978 (CRM)
 QF1933'THE REFERENCE MONUMENT WAS RECOVERED IN GOOD CONDITION.  THE
 QF1933'PROPERTY IS NOW OWNED BY MR LOWRY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1914 ***********************************************************************
 QF1914  DESIGNATION -  REFERENCE MON 33=SUPER
 QF1914  PID         -  QF1914
 QF1914  STATE/COUNTY-  ME/AROOSTOOK
 QF1914  USGS QUAD   -  ORIENT (1989)
 QF1914
 QF1914                         *CURRENT SURVEY CONTROL
 QF1914  ___________________________________________________________________
 QF1914* NAD 83(1996)-  45 48 01.88165(N)    067 47 56.03938(W)     ADJUSTED  
 QF1914* NAVD 88     -       135.     (meters)     443.     (feet)  SCALED    
 QF1914  ___________________________________________________________________
 QF1914  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 QF1914  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 QF1914
 QF1914  HORZ ORDER  -  THIRD
 QF1914
 QF1914.The horizontal coordinates were established by classical geodetic methods
 QF1914.and adjusted by the National Geodetic Survey in March 1998..
 QF1914
 QF1914.The orthometric height was scaled from a topographic map.
 QF1914
 QF1914.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1914
 QF1914.The geoid height was determined by GEOID03.
 QF1914
 QF1914;                    North         East     Units Scale Factor Converg.
 QF1914;SPC ME E     -   237,343.448   354,498.878   MT  0.99993650   +0 30 09.5
 QF1914;UTM  19      - 5,072,586.010   593,337.431   MT  0.99970710   +0 51 40.1
 QF1914
 QF1914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1914!SPC ME E     -   0.99998258  x   0.99993650  =   0.99991908
 QF1914!UTM  19      -   0.99998258  x   0.99970710  =   0.99968968
 QF1914
 QF1914|---------------------------------------------------------------------|
 QF1914| PID    Reference Object                     Distance      Geod. Az  |
 QF1914|                                                           dddmmss.s |
 QF1914| CE9481 SUPER RM 1                            8.141 METERS 04716     |
 QF1914| CE9482 SUPER RM 2                           10.318 METERS 12436     |
 QF1914| QF1852 CARIBOU                             APPROX. 0.8 KM 2520827.1 |
 QF1914|---------------------------------------------------------------------|
 QF1914
 QF1914                          SUPERSEDED SURVEY CONTROL
 QF1914
 QF1914  NAD 83(1992)-  45 48 01.87884(N)    067 47 56.03783(W) AD(       ) 3
 QF1914  NAD 83(1986)-  45 48 01.88377(N)    067 47 56.05766(W) AD(       ) 3
 QF1914  NAD 27      -  45 48 01.67400(N)    067 47 58.01500(W) AD(       ) 3
 QF1914
 QF1914.Superseded values are not recommended for survey control.
 QF1914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1914.See file dsdata.txt to determine how the superseded data were derived.
 QF1914
 QF1914_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9333772586(NAD 83)
 QF1914_MARKER: Z = SEE DESCRIPTION
 QF1914_SETTING: 0 = UNSPECIFIED SETTING
 QF1914
 QF1914  HISTORY     - Date     Condition        Report By
 QF1914  HISTORY     - 1911     MONUMENTED       IBC
 QF1914  HISTORY     - 1955     GOOD             IBC
 QF1914  HISTORY     - 1978     GOOD             IBC
 QF1914
 QF1914                          STATION DESCRIPTION
 QF1914
 QF1914'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JEM)
 QF1914'ON THE N SHORE OF THE LARGE CANADIAN PENINSULA IN THE N PART OF GRAND
 QF1914'LAKE, ABOUT 600 METERS SW ALONG THE SHORE FROM NORTH POINT.  THE
 QF1914'STATION IS ON A GRANITE BOULDER WHOSE CROSS SECTION IS 5.4 METERS BY
 QF1914'5.3 METERS AND HEIGHT 2.5 METERS.  THERE ARE EYEBOLTS IN THE ROCK.
 QF1914'
 QF1914'STATION MARK IS A BOUNDARY REFERENCE POST SET IN A DRILL HOLE IN THE
 QF1914'BOULDER.  A BULLET HOLE HAS CUT OFF PART OF THE FIRST FIGURE.
 QF1914'
 QF1914'REFERENCE MARK 1 IS A CROSS WITHIN A TRIANGLE CUT IN THE SECOND
 QF1914'BOULDER ABOVE THE STATION.
 QF1914'
 QF1914'REFERENCE MARK 2 IS A DRILL HOLE IN A BOULDER 6 BY 3 FEET BY 2 FEET
 QF1914'HIGH ON THE SHORE E OF THE STATION.
 QF1914
 QF1914                          STATION RECOVERY (1955)
 QF1914
 QF1914'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1914'STATION RECOVERED IN GOOD CONDITION.
 QF1914
 QF1914                          STATION RECOVERY (1978)
 QF1914
 QF1914'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1978 (CRM)
 QF1914'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1931 ***********************************************************************
 QF1931  DESIGNATION -  REFERENCE MON 34=BLUEBERRY
 QF1931  PID         -  QF1931
 QF1931  STATE/COUNTY-  ME/AROOSTOOK
 QF1931  USGS QUAD   -  ORIENT (1989)
 QF1931
 QF1931                         *CURRENT SURVEY CONTROL
 QF1931  ___________________________________________________________________
 QF1931* NAD 83(1996)-  45 47 41.44887(N)    067 48 18.55597(W)     ADJUSTED  
 QF1931* NAVD 88     -       135.     (meters)     443.     (feet)  SCALED    
 QF1931  ___________________________________________________________________
 QF1931  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 QF1931  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 QF1931
 QF1931  HORZ ORDER  -  THIRD
 QF1931
 QF1931.The horizontal coordinates were established by classical geodetic methods
 QF1931.and adjusted by the National Geodetic Survey in March 1998..
 QF1931
 QF1931.The orthometric height was scaled from a topographic map.
 QF1931
 QF1931.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1931
 QF1931.The geoid height was determined by GEOID03.
 QF1931
 QF1931;                    North         East     Units Scale Factor Converg.
 QF1931;SPC ME E     -   236,708.419   354,018.171   MT  0.99993586   +0 29 53.2
 QF1931;UTM  19      - 5,071,948.132   592,860.816   MT  0.99970601   +0 51 23.7
 QF1931
 QF1931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1931!SPC ME E     -   0.99998258  x   0.99993586  =   0.99991844
 QF1931!UTM  19      -   0.99998258  x   0.99970601  =   0.99968860
 QF1931
 QF1931|---------------------------------------------------------------------|
 QF1931| PID    Reference Object                     Distance      Geod. Az  |
 QF1931|                                                           dddmmss.s |
 QF1931| CE9483 BLUEBERRY RM                          8.131 METERS 17310     |
 QF1931| QF1851 MOON                                APPROX. 0.6 KM 2082020.9 |
 QF1931| QF1852 CARIBOU                             464.642 METERS 3282214.3 |
 QF1931| QF1941 ORIENT CHURCH                       APPROX. 2.3 KM 3384539.0 |
 QF1931|---------------------------------------------------------------------|
 QF1931
 QF1931                          SUPERSEDED SURVEY CONTROL
 QF1931
 QF1931  NAD 83(1992)-  45 47 41.44604(N)    067 48 18.55443(W) AD(       ) 3
 QF1931  NAD 83(1986)-  45 47 41.45091(N)    067 48 18.57414(W) AD(       ) 3
 QF1931  NAD 27      -  45 47 41.24100(N)    067 48 20.53000(W) AD(       ) 3
 QF1931
 QF1931.Superseded values are not recommended for survey control.
 QF1931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1931.See file dsdata.txt to determine how the superseded data were derived.
 QF1931
 QF1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9286171948(NAD 83)
 QF1931_MARKER: Z = SEE DESCRIPTION
 QF1931_SETTING: 0 = UNSPECIFIED SETTING
 QF1931
 QF1931  HISTORY     - Date     Condition        Report By
 QF1931  HISTORY     - 1911     MONUMENTED       IBC
 QF1931  HISTORY     - 1955     GOOD             IBC
 QF1931  HISTORY     - 1972     GOOD             IBC
 QF1931
 QF1931                          STATION DESCRIPTION
 QF1931
 QF1931'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JEM)
 QF1931'ON BLUEBERRY POINT ON THE E SHORE OF GRAND LAKE.  THE STATION IS AT
 QF1931'THE WATERS EDGE, ON A SPINDLE-SHAPED GRANITE BOULDER 7 METERS LONG, 4
 QF1931'METERS WIDE, AND 3 METERS HIGH.
 QF1931'
 QF1931'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE POST
 QF1931'SET IN A DRILL HOLE IN THE TOP OF THE BOULDER.  A CROSS SURROUNDED
 QF1931'BY A TRIANGLE CUT IN THE TOP OF A TALL PYRAMIDAL BOULDER BEARS S 6
 QF1931'DEGREES 46 MINUTES E, 8.1 METERS DISTANT.  THERE ARE EYEBOLTS IN THE
 QF1931'STATION ROCK.
 QF1931
 QF1931                          STATION RECOVERY (1955)
 QF1931
 QF1931'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1931'STATION RECOVERED IN GOOD CONDITION.
 QF1931
 QF1931                          STATION RECOVERY (1972)
 QF1931
 QF1931'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1931'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1984 ***********************************************************************
 QF1984  DESIGNATION -  REFERENCE MON 35=HALF MOON
 QF1984  PID         -  QF1984
 QF1984  STATE/COUNTY-  ME/AROOSTOOK
 QF1984  USGS QUAD   -  ORIENT (1989)
 QF1984
 QF1984                         *CURRENT SURVEY CONTROL
 QF1984  ___________________________________________________________________
 QF1984* NAD 83(1996)-  45 47 34.28796(N)    067 48 40.02241(W)     ADJUSTED  
 QF1984* NAVD 88     -       133.     (meters)     436.     (feet)  SCALED    
 QF1984  ___________________________________________________________________
 QF1984  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 QF1984  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 QF1984
 QF1984  HORZ ORDER  -  THIRD
 QF1984
 QF1984.The horizontal coordinates were established by classical geodetic methods
 QF1984.and adjusted by the National Geodetic Survey in March 1998..
 QF1984
 QF1984.The orthometric height was scaled from a topographic map.
 QF1984
 QF1984.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1984
 QF1984.The geoid height was determined by GEOID03.
 QF1984
 QF1984;                    North         East     Units Scale Factor Converg.
 QF1984;SPC ME E     -   236,483.341   353,556.514   MT  0.99993525   +0 29 37.7
 QF1984;UTM  19      - 5,071,720.223   592,400.682   MT  0.99970496   +0 51 08.2
 QF1984
 QF1984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1984!SPC ME E     -   0.99998289  x   0.99993525  =   0.99991814
 QF1984!UTM  19      -   0.99998289  x   0.99970496  =   0.99968786
 QF1984
 QF1984:                Primary Azimuth Mark                     Grid Az
 QF1984:SPC ME E     -  REFERENCE MON 34=BLUEBERRY               064 00 31.6
 QF1984:UTM  19      -  REFERENCE MON 34=BLUEBERRY               063 39 01.1
 QF1984
 QF1984|---------------------------------------------------------------------|
 QF1984| PID    Reference Object                     Distance      Geod. Az  |
 QF1984|                                                           dddmmss.s |
 QF1984| QF1931 REFERENCE MON 34=BLUEBERRY          APPROX. 0.5 KM 0643009.3 |
 QF1984|---------------------------------------------------------------------|
 QF1984
 QF1984                          SUPERSEDED SURVEY CONTROL
 QF1984
 QF1984  NAD 83(1992)-  45 47 34.28512(N)    067 48 40.02089(W) AD(       ) 3
 QF1984  NAD 83(1986)-  45 47 34.28994(N)    067 48 40.04055(W) AD(       ) 3
 QF1984  NAD 27      -  45 47 34.08000(N)    067 48 41.99800(W) AD(       ) 3
 QF1984
 QF1984.Superseded values are not recommended for survey control.
 QF1984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1984.See file dsdata.txt to determine how the superseded data were derived.
 QF1984
 QF1984_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9240171720(NAD 83)
 QF1984_MARKER: Z = SEE DESCRIPTION
 QF1984_SETTING: 0 = UNSPECIFIED SETTING
 QF1984
 QF1984  HISTORY     - Date     Condition        Report By
 QF1984  HISTORY     - 1917     MONUMENTED       IBC
 QF1984  HISTORY     - 1972     GOOD             IBC
 QF1984
 QF1984                          STATION DESCRIPTION
 QF1984
 QF1984'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (HOC)
 QF1984'ON THE NE SHORE OF HALF MOON ISLAND IN GRAND LAKE.  THE STATION IS
 QF1984'ABOUT 100 METERS E OF THE MOST NORTHERLY POINT OF THE ISLAND, 10
 QF1984'METERS BACK FROM THE WATERS EDGE, IN A GNEISS BOULDER ABOUT 3 METERS
 QF1984'LONG BY 2 METERS WIDE, AND 1.2 METERS HIGH.
 QF1984'
 QF1984'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE POST
 QF1984'SET IN A DRILL HOLE IN THE BOULDER.
 QF1984
 QF1984                          STATION RECOVERY (1972)
 QF1984
 QF1984'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1984'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1917 ***********************************************************************
 QF1917  DESIGNATION -  REFERENCE MON 36=FRANK
 QF1917  PID         -  QF1917
 QF1917  STATE/COUNTY-  ME/AROOSTOOK
 QF1917  USGS QUAD   -  ORIENT (1989)
 QF1917
 QF1917                         *CURRENT SURVEY CONTROL
 QF1917  ___________________________________________________________________
 QF1917* NAD 83(1996)-  45 46 56.35494(N)    067 48 05.06109(W)     ADJUSTED  
 QF1917* NAVD 88     -       132.     (meters)     433.     (feet)  SCALED    
 QF1917  ___________________________________________________________________
 QF1917  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 QF1917  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 QF1917
 QF1917  HORZ ORDER  -  THIRD
 QF1917
 QF1917.The horizontal coordinates were established by classical geodetic methods
 QF1917.and adjusted by the National Geodetic Survey in March 1998..
 QF1917
 QF1917.The orthometric height was scaled from a topographic map.
 QF1917
 QF1917.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1917
 QF1917.The geoid height was determined by GEOID03.
 QF1917
 QF1917;                    North         East     Units Scale Factor Converg.
 QF1917;SPC ME E     -   235,318.862   354,321.757   MT  0.99993627   +0 30 02.5
 QF1917;UTM  19      - 5,070,560.820   593,173.017   MT  0.99970673   +0 51 32.7
 QF1917
 QF1917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1917!SPC ME E     -   0.99998305  x   0.99993627  =   0.99991932
 QF1917!UTM  19      -   0.99998305  x   0.99970673  =   0.99968979
 QF1917
 QF1917|---------------------------------------------------------------------|
 QF1917| PID    Reference Object                     Distance      Geod. Az  |
 QF1917|                                                           dddmmss.s |
 QF1917| CE9484 FRANK RM                              4.898 METERS 03704     |
 QF1917| QF1851 MOON                                APPROX. 1.0 KM 3254527.5 |
 QF1917|---------------------------------------------------------------------|
 QF1917
 QF1917                          SUPERSEDED SURVEY CONTROL
 QF1917
 QF1917  NAD 83(1992)-  45 46 56.35207(N)    067 48 05.05953(W) AD(       ) 3
 QF1917  NAD 83(1986)-  45 46 56.35690(N)    067 48 05.07894(W) AD(       ) 3
 QF1917  NAD 27      -  45 46 56.14400(N)    067 48 07.03500(W) AD(       ) 3
 QF1917
 QF1917.Superseded values are not recommended for survey control.
 QF1917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1917.See file dsdata.txt to determine how the superseded data were derived.
 QF1917
 QF1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9317370561(NAD 83)
 QF1917_MARKER: Z = SEE DESCRIPTION
 QF1917_SETTING: 80 = SET IN A BOULDER
 QF1917_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF1917
 QF1917  HISTORY     - Date     Condition        Report By
 QF1917  HISTORY     - 1917     MONUMENTED       IBC
 QF1917  HISTORY     - 1946     GOOD             IBC
 QF1917  HISTORY     - 1972     GOOD             IBC
 QF1917
 QF1917                          STATION DESCRIPTION
 QF1917
 QF1917'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (HOC)
 QF1917'ON THE E SHORE OF GRAND LAKE DIRECTLY E OF BEAR ISLAND.  THE STATION
 QF1917'IS 1 METER BACK FROM THE WATERS EDGE, ON A TRAPEZOIDAL - SHAPED
 QF1917'BOULDER WITH A CONCAVE TOP SURFACE.  THE WIDTH OF THE TOP IS ABOUT 2
 QF1917'METERS, ITS LONGER SIDE ABOUT 2.1 METERS, ITS SHORTER SIDE ABOUT 1.1
 QF1917'METERS.
 QF1917'
 QF1917'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE POST
 QF1917'SET IN A DRILL HOLE IN THE TOP OF THE BOULDER.
 QF1917'
 QF1917'REFERENCE MARK IS A 1-1/2 INCH DRILL HOLE IN A ROCK PROJECTING FROM
 QF1917'UNDER A SPRUCE STUMP IN THE EDGE OF THE WOODS.
 QF1917
 QF1917                          STATION RECOVERY (1946)
 QF1917
 QF1917'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF1917'STATION RECOVERED IN GOOD CONDITION.
 QF1917
 QF1917                          STATION RECOVERY (1972)
 QF1917
 QF1917'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1917'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1935 ***********************************************************************
 QF1935  DESIGNATION -  REFERENCE MON 37=ROUND IS
 QF1935  PID         -  QF1935
 QF1935  STATE/COUNTY-  ME/AROOSTOOK
 QF1935  USGS QUAD   -  ORIENT (1989)
 QF1935
 QF1935                         *CURRENT SURVEY CONTROL
 QF1935  ___________________________________________________________________
 QF1935* NAD 83(1996)-  45 46 43.79022(N)    067 48 30.22987(W)     ADJUSTED  
 QF1935* NAVD 88     -       134.     (meters)     440.     (feet)  SCALED    
 QF1935  ___________________________________________________________________
 QF1935  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 QF1935  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 QF1935
 QF1935  HORZ ORDER  -  THIRD
 QF1935
 QF1935.The horizontal coordinates were established by classical geodetic methods
 QF1935.and adjusted by the National Geodetic Survey in March 1998..
 QF1935
 QF1935.The orthometric height was scaled from a topographic map.
 QF1935
 QF1935.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1935
 QF1935.The geoid height was determined by GEOID03.
 QF1935
 QF1935;                    North         East     Units Scale Factor Converg.
 QF1935;SPC ME E     -   234,926.249   353,781.477   MT  0.99993555   +0 29 44.3
 QF1935;UTM  19      - 5,070,164.926   592,635.327   MT  0.99970550   +0 51 14.5
 QF1935
 QF1935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1935!SPC ME E     -   0.99998274  x   0.99993555  =   0.99991829
 QF1935!UTM  19      -   0.99998274  x   0.99970550  =   0.99968824
 QF1935
 QF1935:                Primary Azimuth Mark                     Grid Az
 QF1935:SPC ME E     -  REFERENCE MON 36=FRANK                   053 59 41.0
 QF1935:UTM  19      -  REFERENCE MON 36=FRANK                   053 38 10.8
 QF1935
 QF1935|---------------------------------------------------------------------|
 QF1935| PID    Reference Object                     Distance      Geod. Az  |
 QF1935|                                                           dddmmss.s |
 QF1935| QF1917 REFERENCE MON 36=FRANK              APPROX. 0.7 KM 0542925.3 |
 QF1935|---------------------------------------------------------------------|
 QF1935
 QF1935                          SUPERSEDED SURVEY CONTROL
 QF1935
 QF1935  NAD 83(1992)-  45 46 43.78734(N)    067 48 30.22832(W) AD(       ) 3
 QF1935  NAD 83(1986)-  45 46 43.79206(N)    067 48 30.24775(W) AD(       ) 3
 QF1935  NAD 27      -  45 46 43.57700(N)    067 48 32.20700(W) AD(       ) 3
 QF1935
 QF1935.Superseded values are not recommended for survey control.
 QF1935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1935.See file dsdata.txt to determine how the superseded data were derived.
 QF1935
 QF1935_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9263570165(NAD 83)
 QF1935_MARKER: Z = SEE DESCRIPTION
 QF1935_SETTING: 80 = SET IN A BOULDER
 QF1935_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF1935
 QF1935  HISTORY     - Date     Condition        Report By
 QF1935  HISTORY     - 1917     MONUMENTED       IBC
 QF1935  HISTORY     - 1972     GOOD             IBC
 QF1935
 QF1935                          STATION DESCRIPTION
 QF1935
 QF1935'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (HOC)
 QF1935'ON THE S SIDE OF ROUND ISLAND, ABOUT 100 FEET W OF THE E POINT OF THE
 QF1935'ISLAND AT HIGH WATER, WHICH POINT IS ALSO THE END OF THE BUSHES.
 QF1935'THERE IS A HUGE POINTED BOULDER 7 FEET HIGH ON THE HIGH WATER LINE.
 QF1935'THE STATION IS ON THE W SLOPE OF A PEAKED ROCK, ABOUT 5 FEET HIGH,
 QF1935'15 FEET INSIDE THE VEGETATION, NW FROM THIS BOULDER.
 QF1935'
 QF1935'STATION MARK IS A STANDARD BOUNDARY REFERENCE POST SET IN A DRILL
 QF1935'HOLE IN THE ROCK.
 QF1935
 QF1935                          STATION RECOVERY (1972)
 QF1935
 QF1935'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1935'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1932 ***********************************************************************
 QF1932  DESIGNATION -  REFERENCE MON 38=EYOT
 QF1932  PID         -  QF1932
 QF1932  STATE/COUNTY-  ME/AROOSTOOK
 QF1932  USGS QUAD   -  ORIENT (1989)
 QF1932
 QF1932                         *CURRENT SURVEY CONTROL
 QF1932  ___________________________________________________________________
 QF1932* NAD 83(1996)-  45 45 59.62552(N)    067 48 21.35531(W)     ADJUSTED  
 QF1932* NAVD 88     -       133.     (meters)     436.     (feet)  SCALED    
 QF1932  ___________________________________________________________________
 QF1932  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 QF1932  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 QF1932
 QF1932  HORZ ORDER  -  THIRD
 QF1932
 QF1932.The horizontal coordinates were established by classical geodetic methods
 QF1932.and adjusted by the National Geodetic Survey in March 1998..
 QF1932
 QF1932.The orthometric height was scaled from a topographic map.
 QF1932
 QF1932.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1932
 QF1932.The geoid height was determined by GEOID03.
 QF1932
 QF1932;                    North         East     Units Scale Factor Converg.
 QF1932;SPC ME E     -   233,564.502   353,985.011   MT  0.99993582   +0 29 50.3
 QF1932;UTM  19      - 5,068,804.792   592,847.325   MT  0.99970598   +0 51 20.2
 QF1932
 QF1932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1932!SPC ME E     -   0.99998290  x   0.99993582  =   0.99991872
 QF1932!UTM  19      -   0.99998290  x   0.99970598  =   0.99968888
 QF1932
 QF1932|---------------------------------------------------------------------|
 QF1932| PID    Reference Object                     Distance      Geod. Az  |
 QF1932|                                                           dddmmss.s |
 QF1932| CE9486 EYOT RM 1                            19.629 METERS 07719     |
 QF1932| CE9485 EYOT RM                              12.835 METERS 09131     |
 QF1932| CE9487 EYOT RM 2                            18.373 METERS 17553     |
 QF1932| QF1750 REFERENCE MON 44=HAYES PT           APPROX. 4.8 KM 1771542.9 |
 QF1932| QF1941 ORIENT CHURCH                       APPROX. 5.4 KM 3513545.0 |
 QF1932|---------------------------------------------------------------------|
 QF1932
 QF1932                          SUPERSEDED SURVEY CONTROL
 QF1932
 QF1932  NAD 83(1992)-  45 45 59.62262(N)    067 48 21.35375(W) AD(       ) 3
 QF1932  NAD 83(1986)-  45 45 59.62722(N)    067 48 21.37290(W) AD(       ) 3
 QF1932  NAD 27      -  45 45 59.41300(N)    067 48 23.33000(W) AD(       ) 3
 QF1932
 QF1932.Superseded values are not recommended for survey control.
 QF1932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1932.See file dsdata.txt to determine how the superseded data were derived.
 QF1932
 QF1932_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9284768805(NAD 83)
 QF1932_MARKER: Z = SEE DESCRIPTION
 QF1932_SETTING: 80 = SET IN A BOULDER
 QF1932_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF1932
 QF1932  HISTORY     - Date     Condition        Report By
 QF1932  HISTORY     - 1911     MONUMENTED       IBC
 QF1932  HISTORY     - 1946     GOOD             IBC
 QF1932  HISTORY     - 1972     GOOD             IBC
 QF1932
 QF1932                          STATION DESCRIPTION
 QF1932
 QF1932'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JEM)
 QF1932'ON THE N END OF PINE ISLAND IN GRAND LAKE.  THE STATION IS ON A ROCK
 QF1932'5.4 METERS BY 5.0 METERS AND 2.2 METERS ABOVE LOW WATER.  IT IS WELL
 QF1932'OUT (SOME 70 OR 80 METERS) ON THE ROCKY SPIT AT THE HEAD OF THE
 QF1932'ISLAND AND IS ENTIRELY SURROUNDED BY WATER.  ROCK IS 2 FEET ABOVE HIGH
 QF1932'WATER.
 QF1932'
 QF1932'STATION IS A STANDARD REFERENCE POST SET IN A HOLE DRILLED IN THE
 QF1932'ROCK.
 QF1932'
 QF1932'REFERENCE MARK 1 IS A DRILL HOLE IN A ROUNDING BOULDER 8 BY 8 FEET
 QF1932'SHOWING 3 FEET ABOVE HIGH WATER, POINTED ON S SIDE, E OF THE STATION.
 QF1932'
 QF1932'REFERENCE MARK 2 IS A DRILL HOLE IN A FLAT BOULDER 6 BY 6 FEET
 QF1932'SHOWING 1 FOOT ABOVE HIGH WATER, S TOWARD THE ISLAND.
 QF1932
 QF1932                          STATION RECOVERY (1946)
 QF1932
 QF1932'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF1932'STATION RECOVERED IN GOOD CONDITION.
 QF1932
 QF1932                          STATION RECOVERY (1972)
 QF1932
 QF1932'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1932'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1916 ***********************************************************************
 QF1916  DESIGNATION -  REFERENCE MON 39=BAY
 QF1916  PID         -  QF1916
 QF1916  STATE/COUNTY-  ME/AROOSTOOK
 QF1916  USGS QUAD   -  ORIENT (1989)
 QF1916
 QF1916                         *CURRENT SURVEY CONTROL
 QF1916  ___________________________________________________________________
 QF1916* NAD 83(1996)-  45 45 36.48201(N)    067 48 04.46170(W)     ADJUSTED  
 QF1916* NAVD 88     -       133.     (meters)     436.     (feet)  SCALED    
 QF1916  ___________________________________________________________________
 QF1916  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 QF1916  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 QF1916
 QF1916  HORZ ORDER  -  THIRD
 QF1916
 QF1916.The horizontal coordinates were established by classical geodetic methods
 QF1916.and adjusted by the National Geodetic Survey in March 1998..
 QF1916
 QF1916.The orthometric height was scaled from a topographic map.
 QF1916
 QF1916.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1916
 QF1916.The geoid height was determined by GEOID03.
 QF1916
 QF1916;                    North         East     Units Scale Factor Converg.
 QF1916;SPC ME E     -   232,853.219   354,356.252   MT  0.99993631   +0 30 02.2
 QF1916;UTM  19      - 5,068,096.007   593,222.920   MT  0.99970684   +0 51 32.0
 QF1916
 QF1916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1916!SPC ME E     -   0.99998290  x   0.99993631  =   0.99991921
 QF1916!UTM  19      -   0.99998290  x   0.99970684  =   0.99968974
 QF1916
 QF1916:                Primary Azimuth Mark                     Grid Az
 QF1916:SPC ME E     -  WORK IBC                                 195 57 48.1
 QF1916:UTM  19      -  WORK IBC                                 195 36 18.3
 QF1916
 QF1916|---------------------------------------------------------------------|
 QF1916| PID    Reference Object                     Distance      Geod. Az  |
 QF1916|                                                           dddmmss.s |
 QF1916| QF1754 WORK IBC                            APPROX. 4.6 KM 1962750.3 |
 QF1916|---------------------------------------------------------------------|
 QF1916
 QF1916                          SUPERSEDED SURVEY CONTROL
 QF1916
 QF1916  NAD 83(1992)-  45 45 36.47910(N)    067 48 04.46011(W) AD(       ) 3
 QF1916  NAD 83(1986)-  45 45 36.48362(N)    067 48 04.47913(W) AD(       ) 3
 QF1916  NAD 27      -  45 45 36.27078(N)    067 48 06.43872(W) AD(       ) 3
 QF1916
 QF1916.Superseded values are not recommended for survey control.
 QF1916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1916.See file dsdata.txt to determine how the superseded data were derived.
 QF1916
 QF1916_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9322368096(NAD 83)
 QF1916_MARKER: Z = SEE DESCRIPTION
 QF1916_SETTING: 80 = SET IN A BOULDER
 QF1916_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF1916
 QF1916  HISTORY     - Date     Condition        Report By
 QF1916  HISTORY     - 1917     MONUMENTED       IBC
 QF1916  HISTORY     - 1972     GOOD             IBC
 QF1916
 QF1916                          STATION DESCRIPTION
 QF1916
 QF1916'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (HOC)
 QF1916'THE MORE WESTERLY OF THE TWO S POINTS OF PINE ISLAND IN GRAND LAKE.
 QF1916'THE STATION IS ON A ROCK ABOUT 0.6 METER HIGH WITH A TOP 1.8 METERS
 QF1916'SQUARE.  THE STATION IS IN LOW SCRUB WILLOW BRUSH AND THE GROUND
 QF1916'NEARBY IS OVERFLOWED AT HIGH WATER.  A SMALL BAY IS JUST E OF THE
 QF1916'STATION.
 QF1916'
 QF1916'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE POST
 QF1916'SET IN A DRILL HOLE IN THE ROCK.
 QF1916
 QF1916                          STATION RECOVERY (1972)
 QF1916
 QF1916'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1916'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1937 ***********************************************************************
 QF1937  DESIGNATION -  REFERENCE MON 40=BURNT IS
 QF1937  PID         -  QF1937
 QF1937  STATE/COUNTY-  ME/AROOSTOOK
 QF1937  USGS QUAD   -  ORIENT (1989)
 QF1937
 QF1937                         *CURRENT SURVEY CONTROL
 QF1937  ___________________________________________________________________
 QF1937* NAD 83(1996)-  45 45 10.86304(N)    067 48 30.77868(W)     ADJUSTED  
 QF1937* NAVD 88     -       134.     (meters)     440.     (feet)  SCALED    
 QF1937  ___________________________________________________________________
 QF1937  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 QF1937  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 QF1937
 QF1937  HORZ ORDER  -  THIRD
 QF1937
 QF1937.The horizontal coordinates were established by classical geodetic methods
 QF1937.and adjusted by the National Geodetic Survey in March 1998..
 QF1937
 QF1937.The orthometric height was scaled from a topographic map.
 QF1937
 QF1937.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1937
 QF1937.The geoid height was determined by GEOID03.
 QF1937
 QF1937;                    North         East     Units Scale Factor Converg.
 QF1937;SPC ME E     -   232,057.396   353,794.428   MT  0.99993557   +0 29 43.2
 QF1937;UTM  19      - 5,067,296.870   592,666.211   MT  0.99970557   +0 51 12.8
 QF1937
 QF1937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1937!SPC ME E     -   0.99998274  x   0.99993557  =   0.99991831
 QF1937!UTM  19      -   0.99998274  x   0.99970557  =   0.99968832
 QF1937
 QF1937|---------------------------------------------------------------------|
 QF1937| PID    Reference Object                     Distance      Geod. Az  |
 QF1937|                                                           dddmmss.s |
 QF1937| CE9488 BURNT IS RM 1                         2.576 METERS 24148     |
 QF1937| QF1940 CEDAR POINT 2                       APPROX. 2.2 KM 3443739.0 |
 QF1937|---------------------------------------------------------------------|
 QF1937
 QF1937                          SUPERSEDED SURVEY CONTROL
 QF1937
 QF1937  NAD 83(1992)-  45 45 10.86010(N)    067 48 30.77710(W) AD(       ) 3
 QF1937  NAD 83(1986)-  45 45 10.86451(N)    067 48 30.79603(W) AD(       ) 3
 QF1937  NAD 27      -  45 45 10.65200(N)    067 48 32.75500(W) AD(       ) 3
 QF1937
 QF1937.Superseded values are not recommended for survey control.
 QF1937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1937.See file dsdata.txt to determine how the superseded data were derived.
 QF1937
 QF1937_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9266667297(NAD 83)
 QF1937_MARKER: Z = SEE DESCRIPTION
 QF1937_SETTING: 80 = SET IN A BOULDER
 QF1937_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF1937
 QF1937  HISTORY     - Date     Condition        Report By
 QF1937  HISTORY     - 1917     MONUMENTED       IBC
 QF1937  HISTORY     - 1955     GOOD             IBC
 QF1937  HISTORY     - 1972     GOOD             IBC
 QF1937
 QF1937                          STATION DESCRIPTION
 QF1937
 QF1937'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (HOC)
 QF1937'AT HIGH WATER LINE ON THE E SIDE OF BURNT ISLAND, 100 FEET N OF THE
 QF1937'ROCKY E POINT OF THE ISLAND.
 QF1937'
 QF1937'STATION MARK IS A STANDARD BOUNDARY REFERENCE POST SET IN A DRILL
 QF1937'HOLE IN A BOULDER 10 BY 10 FEET AND 4 FEET HIGH.
 QF1937'
 QF1937'REFERENCE MARK IS A DRILL HOLE IN A TENT - SHAPED BOULDER ON THE
 QF1937'SHORE SW OF THE STATION.  BOULDER IS 5 BY 5 FEET SHOWING 4 FEET
 QF1937'ABOVE GROUND, DISTANT 8.45 FEET.
 QF1937
 QF1937                          STATION RECOVERY (1955)
 QF1937
 QF1937'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1937'STATION RECOVERED IN GOOD CONDITION.
 QF1937
 QF1937                          STATION RECOVERY (1972)
 QF1937
 QF1937'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1937'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1746 ***********************************************************************
 QF1746  DESIGNATION -  REFERENCE MON 41=TWIN
 QF1746  PID         -  QF1746
 QF1746  STATE/COUNTY-  ME/AROOSTOOK
 QF1746  USGS QUAD   -  DANFORTH (1988)
 QF1746
 QF1746                         *CURRENT SURVEY CONTROL
 QF1746  ___________________________________________________________________
 QF1746* NAD 83(1996)-  45 44 55.10537(N)    067 46 53.79337(W)     ADJUSTED  
 QF1746* NAVD 88     -       132.     (meters)     433.     (feet)  SCALED    
 QF1746  ___________________________________________________________________
 QF1746  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 QF1746  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 QF1746
 QF1746  HORZ ORDER  -  THIRD
 QF1746
 QF1746.The horizontal coordinates were established by classical geodetic methods
 QF1746.and adjusted by the National Geodetic Survey in March 1998..
 QF1746
 QF1746.The orthometric height was scaled from a topographic map.
 QF1746
 QF1746.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1746
 QF1746.The geoid height was determined by GEOID03.
 QF1746
 QF1746;                    North         East     Units Scale Factor Converg.
 QF1746;SPC ME E     -   231,589.416   355,894.739   MT  0.99993840   +0 30 52.5
 QF1746;UTM  19      - 5,066,842.134   594,768.925   MT  0.99971041   +0 52 22.0
 QF1746
 QF1746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1746!SPC ME E     -   0.99998306  x   0.99993840  =   0.99992146
 QF1746!UTM  19      -   0.99998306  x   0.99971041  =   0.99969347
 QF1746
 QF1746:                Primary Azimuth Mark                     Grid Az
 QF1746:SPC ME E     -  REFERENCE MON 44=HAYES PT                210 30 52.1
 QF1746:UTM  19      -  REFERENCE MON 44=HAYES PT                210 09 22.6
 QF1746
 QF1746|---------------------------------------------------------------------|
 QF1746| PID    Reference Object                     Distance      Geod. Az  |
 QF1746|                                                           dddmmss.s |
 QF1746| QF1750 REFERENCE MON 44=HAYES PT           APPROX. 3.2 KM 2110144.6 |
 QF1746|---------------------------------------------------------------------|
 QF1746
 QF1746                          SUPERSEDED SURVEY CONTROL
 QF1746
 QF1746  NAD 83(1992)-  45 44 55.10244(N)    067 46 53.79170(W) AD(       ) 3
 QF1746  NAD 83(1986)-  45 44 55.10707(N)    067 46 53.81037(W) AD(       ) 3
 QF1746  NAD 27      -  45 44 54.89256(N)    067 46 55.77583(W) AD(       ) 3
 QF1746
 QF1746.Superseded values are not recommended for survey control.
 QF1746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1746.See file dsdata.txt to determine how the superseded data were derived.
 QF1746
 QF1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9476966842(NAD 83)
 QF1746_MARKER: Z = SEE DESCRIPTION
 QF1746_SETTING: 0 = UNSPECIFIED SETTING
 QF1746
 QF1746  HISTORY     - Date     Condition        Report By
 QF1746  HISTORY     - 1917     MONUMENTED       IBC
 QF1746  HISTORY     - 1972     GOOD             IBC
 QF1746
 QF1746                          STATION DESCRIPTION
 QF1746
 QF1746'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (HOC)
 QF1746'ON THE E SHORE OF GRAND LAKE, ABOUT 650 METERS SE OF BALM OF GILEAD
 QF1746'POINT AT THE S ENTRANCE TO ROBINSON COVE.  THE STATION IS ON THE
 QF1746'SLOPING FACE OF THE MORE SOUTHERLY OF TWO LARGE GRANITE BOULDERS.
 QF1746'THIS SLOPING FACE IS ALMOST SQUARE AND NEARLY 3 METERS ACROSS.
 QF1746'
 QF1746'STATION MARK IS A CROSS CUT IN THE SHANK OF A STANDARD BOUNDARY
 QF1746'REFERENCE POST BROKEN OFF ABOUT FLUSH WITH SURFACE OF THE ROCK.  THE
 QF1746'FIGURES 41 ARE CUT INTO THE ROCK ON THE LAKE SIDE OF THE SHANK.
 QF1746
 QF1746                          STATION RECOVERY (1972)
 QF1746
 QF1746'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1746'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1749 ***********************************************************************
 QF1749  DESIGNATION -  REFERENCE MON 42=RED
 QF1749  PID         -  QF1749
 QF1749  STATE/COUNTY-  ME/AROOSTOOK
 QF1749  USGS QUAD   -  DANFORTH (1988)
 QF1749
 QF1749                         *CURRENT SURVEY CONTROL
 QF1749  ___________________________________________________________________
 QF1749* NAD 83(1996)-  45 44 15.38735(N)    067 47 45.31258(W)     ADJUSTED  
 QF1749* NAVD 88     -       132.     (meters)     433.     (feet)  SCALED    
 QF1749  ___________________________________________________________________
 QF1749  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 QF1749  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 QF1749
 QF1749  HORZ ORDER  -  THIRD
 QF1749
 QF1749.The horizontal coordinates were established by classical geodetic methods
 QF1749.and adjusted by the National Geodetic Survey in March 1998..
 QF1749
 QF1749.The orthometric height was scaled from a topographic map.
 QF1749
 QF1749.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1749
 QF1749.The geoid height was determined by GEOID03.
 QF1749
 QF1749;                    North         East     Units Scale Factor Converg.
 QF1749;SPC ME E     -   230,353.387   354,792.067   MT  0.99993690   +0 30 15.3
 QF1749;UTM  19      - 5,065,599.520   593,674.251   MT  0.99970788   +0 51 44.5
 QF1749
 QF1749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1749!SPC ME E     -   0.99998306  x   0.99993690  =   0.99991996
 QF1749!UTM  19      -   0.99998306  x   0.99970788  =   0.99969094
 QF1749
 QF1749|---------------------------------------------------------------------|
 QF1749| PID    Reference Object                     Distance      Geod. Az  |
 QF1749|                                                           dddmmss.s |
 QF1749| CE9490 RED RM 2                              8.230 METERS 04620     |
 QF1749| QF1750 REFERENCE MON 44=HAYES PT           APPROX. 1.6 KM 1994024.7 |
 QF1749| CE9489 RED RM 1                             28.474 METERS 33742     |
 QF1749|---------------------------------------------------------------------|
 QF1749
 QF1749                          SUPERSEDED SURVEY CONTROL
 QF1749
 QF1749  NAD 83(1992)-  45 44 15.38436(N)    067 47 45.31094(W) AD(       ) 3
 QF1749  NAD 83(1986)-  45 44 15.38879(N)    067 47 45.32950(W) AD(       ) 3
 QF1749  NAD 27      -  45 44 15.17600(N)    067 47 47.29100(W) AD(       ) 3
 QF1749
 QF1749.Superseded values are not recommended for survey control.
 QF1749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1749.See file dsdata.txt to determine how the superseded data were derived.
 QF1749
 QF1749_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9367465600(NAD 83)
 QF1749_MARKER: Z = SEE DESCRIPTION
 QF1749_SETTING: 80 = SET IN A BOULDER
 QF1749_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF1749
 QF1749  HISTORY     - Date     Condition        Report By
 QF1749  HISTORY     - 1917     MONUMENTED       IBC
 QF1749  HISTORY     - 1946     GOOD             IBC
 QF1749  HISTORY     - 1972     GOOD             IBC
 QF1749
 QF1749                          STATION DESCRIPTION
 QF1749
 QF1749'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (HOC)
 QF1749'ON THE SW CORNER OF THE MOST SOUTHERLY OF THE---FIVE ISLANDS---IN
 QF1749'GRAND LAKE.  IT IS ON A LARGE ROCK WHOSE TOP IS TRIANGULAR IN SHAPE
 QF1749'WITH THE LONG POINT POINTING TOWARD THE ISLAND.  THE SIDES OF THE
 QF1749'TRIANGULAR TOP ARE, RESPECTIVELY, 2.3 METERS, 3.7 METERS, AND 4.8
 QF1749'METERS IN LENGTH.
 QF1749'
 QF1749'STATION IS 3 FEET OUTSIDE THE SHORELINE AT HIGH WATER.
 QF1749'
 QF1749'STATION MARK IS A STANDARD BOUNDARY REFERENCE POST SET IN A DRILL
 QF1749'HOLE IN THE ROCK.
 QF1749'
 QF1749'REFERENCE MARK 1 IS A DRILL HOLE IN A TRIANGULAR ROCK 12 FEET ON A
 QF1749'SIDE AND 6 FEET ABOVE WATER ON THE SHORE N OF STATION.
 QF1749'
 QF1749'REFERENCE MARK 2 IS A DRILL HOLE IN A TENT - SHAPED ROCK 6 BY 5 FEET
 QF1749'SHOWING 3 FEET ABOVE GROUND ON THE SHORE E OF THE STATION.
 QF1749
 QF1749                          STATION RECOVERY (1946)
 QF1749
 QF1749'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF1749'STATION RECOVERED IN GOOD CONDITION.
 QF1749
 QF1749                          STATION RECOVERY (1972)
 QF1749
 QF1749'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1749'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1755 ***********************************************************************
 QF1755  DESIGNATION -  REFERENCE MON 43=COVE
 QF1755  PID         -  QF1755
 QF1755  STATE/COUNTY-  ME/AROOSTOOK
 QF1755  USGS QUAD   -  DANFORTH (1988)
 QF1755
 QF1755                         *CURRENT SURVEY CONTROL
 QF1755  ___________________________________________________________________
 QF1755* NAD 83(1996)-  45 44 16.28338(N)    067 49 10.44986(W)     ADJUSTED  
 QF1755* NAVD 88     -       133.     (meters)     436.     (feet)  SCALED    
 QF1755  ___________________________________________________________________
 QF1755  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 QF1755  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 QF1755
 QF1755  HORZ ORDER  -  THIRD
 QF1755
 QF1755.The horizontal coordinates were established by classical geodetic methods
 QF1755.and adjusted by the National Geodetic Survey in March 1998..
 QF1755
 QF1755.The orthometric height was scaled from a topographic map.
 QF1755
 QF1755.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1755
 QF1755.The geoid height was determined by GEOID03.
 QF1755
 QF1755;                    North         East     Units Scale Factor Converg.
 QF1755;SPC ME E     -   230,365.123   352,951.430   MT  0.99993446   +0 29 14.3
 QF1755;UTM  19      - 5,065,599.751   591,834.000   MT  0.99970368   +0 50 43.5
 QF1755
 QF1755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1755!SPC ME E     -   0.99998290  x   0.99993446  =   0.99991736
 QF1755!UTM  19      -   0.99998290  x   0.99970368  =   0.99968658
 QF1755
 QF1755:                Primary Azimuth Mark                     Grid Az
 QF1755:SPC ME E     -  NORM                                     050 07 31.9
 QF1755:UTM  19      -  NORM                                     049 46 02.7
 QF1755
 QF1755|---------------------------------------------------------------------|
 QF1755| PID    Reference Object                     Distance      Geod. Az  |
 QF1755|                                                           dddmmss.s |
 QF1755| QF1752 NORM                                APPROX. 0.8 KM 0503646.2 |
 QF1755|---------------------------------------------------------------------|
 QF1755
 QF1755                          SUPERSEDED SURVEY CONTROL
 QF1755
 QF1755  NAD 83(1992)-  45 44 16.28038(N)    067 49 10.44830(W) AD(       ) 3
 QF1755  NAD 83(1986)-  45 44 16.28458(N)    067 49 10.46699(W) AD(       ) 3
 QF1755  NAD 27      -  45 44 16.07300(N)    067 49 12.42500(W) AD(       ) 3
 QF1755
 QF1755.Superseded values are not recommended for survey control.
 QF1755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1755.See file dsdata.txt to determine how the superseded data were derived.
 QF1755
 QF1755_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9183465600(NAD 83)
 QF1755_MARKER: Z = SEE DESCRIPTION
 QF1755_SETTING: 80 = SET IN A BOULDER
 QF1755_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF1755
 QF1755  HISTORY     - Date     Condition        Report By
 QF1755  HISTORY     - 1917     MONUMENTED       IBC
 QF1755  HISTORY     - 1972     GOOD             IBC
 QF1755
 QF1755                          STATION DESCRIPTION
 QF1755
 QF1755'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (HOC)
 QF1755'ON A ROCK WITH A RIDGE - SHAPED TOP 4 FEET LONG, ON THE W SIDE OF
 QF1755'WORK COVE, OPPOSITE WORK POINT, ON THE W SIDE OF GRAND LAKE.  IT IS
 QF1755'ABOUT 12 FEET INSHORE FROM HIGH WATER WHICH REACHES THE BASE OF THE
 QF1755'ROCK CONTAINING THE STATION.  A HUGE TRIANGULAR BOULDER 8 FEET HIGH
 QF1755'IS IN THE EDGE OF THE WATER, 25 FEET S.
 QF1755'
 QF1755'STATION MARK IS A STANDARD BOUNDARY REFERENCE POST SET IN A DRILL
 QF1755'HOLE IN THE ROCK.
 QF1755
 QF1755                          STATION RECOVERY (1972)
 QF1755
 QF1755'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1755'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1750 ***********************************************************************
 QF1750  DESIGNATION -  REFERENCE MON 44=HAYES PT
 QF1750  PID         -  QF1750
 QF1750  STATE/COUNTY-  ME/AROOSTOOK
 QF1750  USGS QUAD   -  DANFORTH (1988)
 QF1750
 QF1750                         *CURRENT SURVEY CONTROL
 QF1750  ___________________________________________________________________
 QF1750* NAD 83(1996)-  45 43 25.40701(N)    067 48 10.82504(W)     ADJUSTED  
 QF1750* NAVD 88     -       134.     (meters)     440.     (feet)  SCALED    
 QF1750  ___________________________________________________________________
 QF1750  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 QF1750  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 QF1750
 QF1750  HORZ ORDER  -  THIRD
 QF1750
 QF1750.The horizontal coordinates were established by classical geodetic methods
 QF1750.and adjusted by the National Geodetic Survey in March 1998..
 QF1750
 QF1750.The orthometric height was scaled from a topographic map.
 QF1750
 QF1750.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1750
 QF1750.The geoid height was determined by GEOID03.
 QF1750
 QF1750;                    North         East     Units Scale Factor Converg.
 QF1750;SPC ME E     -   228,805.626   354,254.008   MT  0.99993618   +0 29 56.6
 QF1750;UTM  19      - 5,064,048.783   593,145.997   MT  0.99970667   +0 51 25.5
 QF1750
 QF1750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1750!SPC ME E     -   0.99998275  x   0.99993618  =   0.99991893
 QF1750!UTM  19      -   0.99998275  x   0.99970667  =   0.99968942
 QF1750
 QF1750:                Primary Azimuth Mark                     Grid Az
 QF1750:SPC ME E     -  REFERENCE MON 48=NAM                     169 07 19.0
 QF1750:UTM  19      -  REFERENCE MON 48=NAM                     168 45 50.1
 QF1750
 QF1750|---------------------------------------------------------------------|
 QF1750| PID    Reference Object                     Distance      Geod. Az  |
 QF1750|                                                           dddmmss.s |
 QF1750| QF1748 REFERENCE MON 48=NAM                APPROX. 3.6 KM 1693715.6 |
 QF1750|---------------------------------------------------------------------|
 QF1750
 QF1750                          SUPERSEDED SURVEY CONTROL
 QF1750
 QF1750  NAD 83(1992)-  45 43 25.40397(N)    067 48 10.82341(W) AD(       ) 3
 QF1750  NAD 83(1986)-  45 43 25.40825(N)    067 48 10.84170(W) AD(       ) 3
 QF1750  NAD 27      -  45 43 25.19600(N)    067 48 12.80200(W) AD(       ) 3
 QF1750
 QF1750.Superseded values are not recommended for survey control.
 QF1750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1750.See file dsdata.txt to determine how the superseded data were derived.
 QF1750
 QF1750_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9314664049(NAD 83)
 QF1750_MARKER: Z = SEE DESCRIPTION
 QF1750_SETTING: 80 = SET IN A BOULDER
 QF1750_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF1750
 QF1750  HISTORY     - Date     Condition        Report By
 QF1750  HISTORY     - 1911     MONUMENTED       IBC
 QF1750  HISTORY     - 1972     GOOD             IBC
 QF1750
 QF1750                          STATION DESCRIPTION
 QF1750
 QF1750'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JEM)
 QF1750'ABOUT 30 FEET E OF THE W END OF HAYES POINT ON THE E SIDE OF GRAND
 QF1750'LAKE.  IT IS ON A ROCK 20 BY 20 FEET AND 6 FEET HIGH AT THE EDGE OF
 QF1750'THE SAND BEACH ON THE N SIDE OF THE POINT, AND 10 FEET E OF A
 QF1750'24 - INCH PINE TREE ON THE POINT.
 QF1750'
 QF1750'STATION MARK IS A STANDARD BOUNDARY REFERENCE POST SET IN A DRILL
 QF1750'HOLE IN THE ROCK.
 QF1750'
 QF1750'FORMERLY---HAYES POINT---, HERGESHIEMER, 1890.
 QF1750
 QF1750                          STATION RECOVERY (1972)
 QF1750
 QF1750'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1750'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1753 ***********************************************************************
 QF1753  DESIGNATION -  REFERENCE MON 45=WHITE HORSE
 QF1753  PID         -  QF1753
 QF1753  STATE/COUNTY-  ME/AROOSTOOK
 QF1753  USGS QUAD   -  DANFORTH (1988)
 QF1753
 QF1753                         *CURRENT SURVEY CONTROL
 QF1753  ___________________________________________________________________
 QF1753* NAD 83(1996)-  45 42 07.77210(N)    067 48 55.46684(W)     ADJUSTED  
 QF1753* NAVD 88     -       132.     (meters)     433.     (feet)  SCALED    
 QF1753  ___________________________________________________________________
 QF1753  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 QF1753  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 QF1753
 QF1753  HORZ ORDER  -  THIRD
 QF1753
 QF1753.The horizontal coordinates were established by classical geodetic methods
 QF1753.and adjusted by the National Geodetic Survey in March 1998..
 QF1753
 QF1753.The orthometric height was scaled from a topographic map.
 QF1753
 QF1753.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1753
 QF1753.The geoid height was determined by GEOID03.
 QF1753
 QF1753;                    North         East     Units Scale Factor Converg.
 QF1753;SPC ME E     -   226,400.652   353,309.253   MT  0.99993493   +0 29 24.0
 QF1753;UTM  19      - 5,061,638.507   592,216.500   MT  0.99970455   +0 50 52.4
 QF1753
 QF1753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1753!SPC ME E     -   0.99998306  x   0.99993493  =   0.99991799
 QF1753!UTM  19      -   0.99998306  x   0.99970455  =   0.99968761
 QF1753
 QF1753:                Primary Azimuth Mark                     Grid Az
 QF1753:SPC ME E     -  GREEN MOUNTAIN                           024 59 49.2
 QF1753:UTM  19      -  GREEN MOUNTAIN                           024 38 20.8
 QF1753
 QF1753|---------------------------------------------------------------------|
 QF1753| PID    Reference Object                     Distance      Geod. Az  |
 QF1753|                                                           dddmmss.s |
 QF1753| QF1858 GREEN MOUNTAIN                      APPROX.10.1 KM 0252913.2 |
 QF1753|---------------------------------------------------------------------|
 QF1753
 QF1753                          SUPERSEDED SURVEY CONTROL
 QF1753
 QF1753  NAD 83(1992)-  45 42 07.76898(N)    067 48 55.46521(W) AD(       ) 3
 QF1753  NAD 83(1986)-  45 42 07.77284(N)    067 48 55.48326(W) AD(       ) 3
 QF1753  NAD 27      -  45 42 07.55600(N)    067 48 57.44600(W) AD(       ) 3
 QF1753
 QF1753.Superseded values are not recommended for survey control.
 QF1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1753.See file dsdata.txt to determine how the superseded data were derived.
 QF1753
 QF1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9221661639(NAD 83)
 QF1753_MARKER: Z = SEE DESCRIPTION
 QF1753_SETTING: 80 = SET IN A BOULDER
 QF1753_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF1753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1753+STABILITY: SURFACE MOTION
 QF1753
 QF1753  HISTORY     - Date     Condition        Report By
 QF1753  HISTORY     - 1911     MONUMENTED       IBC
 QF1753  HISTORY     - 1972     GOOD             IBC
 QF1753
 QF1753                          STATION DESCRIPTION
 QF1753
 QF1753'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JEM)
 QF1753'ON THE SUMMIT OF A LARGE BOULDER ON THE HIGHEST PART OF WHITE HORSE
 QF1753'REEF IN GRAND LAKE.  THIS REEF IS COVERED BY HIGH WATER WITH A
 QF1753'NUMBER OF ROCKS PROJECTING ABOVE THE SURFACE.  ICE HAS MOVED THE
 QF1753'BOULDERS SO THE REFERENCE MONUMENT NOW LEANS SW ABOUT 15 DEGREES.
 QF1753'TWO OF THE TREE EYEBOLTS ARE IN ROCKS SUBMERGED AT HIGH WATER.
 QF1753'
 QF1753'STATION MARK IS A STANDARD BOUNDARY REFERENCE POST SET IN A DRILL
 QF1753'HOLE IN THE BOULDER.
 QF1753'
 QF1753'FORMERLY---WHITE HORSE---, HERGESHIEMER, 1890.
 QF1753
 QF1753                          STATION RECOVERY (1972)
 QF1753
 QF1753'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1753'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1756 ***********************************************************************
 QF1756  DESIGNATION -  REFERENCE MON 46=BLACK ROCK
 QF1756  PID         -  QF1756
 QF1756  STATE/COUNTY-  ME/AROOSTOOK
 QF1756  USGS QUAD   -  DANFORTH (1988)
 QF1756
 QF1756                         *CURRENT SURVEY CONTROL
 QF1756  ___________________________________________________________________
 QF1756* NAD 83(1996)-  45 41 11.15711(N)    067 49 13.47679(W)     ADJUSTED  
 QF1756* NAVD 88     -       134.     (meters)     440.     (feet)  SCALED    
 QF1756  ___________________________________________________________________
 QF1756  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 QF1756  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 QF1756
 QF1756  HORZ ORDER  -  THIRD
 QF1756
 QF1756.The horizontal coordinates were established by classical geodetic methods
 QF1756.and adjusted by the National Geodetic Survey in March 1998..
 QF1756
 QF1756.The orthometric height was scaled from a topographic map.
 QF1756
 QF1756.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1756
 QF1756.The geoid height was determined by GEOID03.
 QF1756
 QF1756;                    North         East     Units Scale Factor Converg.
 QF1756;SPC ME E     -   224,649.595   352,934.524   MT  0.99993444   +0 29 10.6
 QF1756;UTM  19      - 5,059,885.549   591,852.798   MT  0.99970372   +0 50 38.7
 QF1756
 QF1756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1756!SPC ME E     -   0.99998274  x   0.99993444  =   0.99991718
 QF1756!UTM  19      -   0.99998274  x   0.99970372  =   0.99968647
 QF1756
 QF1756:                Primary Azimuth Mark                     Grid Az
 QF1756:SPC ME E     -  REFERENCE MON 48=NAM                     072 45 54.7
 QF1756:UTM  19      -  REFERENCE MON 48=NAM                     072 24 26.6
 QF1756
 QF1756|---------------------------------------------------------------------|
 QF1756| PID    Reference Object                     Distance      Geod. Az  |
 QF1756|                                                           dddmmss.s |
 QF1756| QF1748 REFERENCE MON 48=NAM                APPROX. 2.1 KM 0731505.3 |
 QF1756| QF1686 FOREST CITY BAPTIST CH SP           APPROX. 7.6 KM 1083314.3 |
 QF1756|---------------------------------------------------------------------|
 QF1756
 QF1756                          SUPERSEDED SURVEY CONTROL
 QF1756
 QF1756  NAD 83(1992)-  45 41 11.15394(N)    067 49 13.47515(W) AD(       ) 3
 QF1756  NAD 83(1986)-  45 41 11.15752(N)    067 49 13.49301(W) AD(       ) 3
 QF1756  NAD 27      -  45 41 10.94000(N)    067 49 15.45500(W) AD(       ) 3
 QF1756
 QF1756.Superseded values are not recommended for survey control.
 QF1756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1756.See file dsdata.txt to determine how the superseded data were derived.
 QF1756
 QF1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9185359886(NAD 83)
 QF1756_MARKER: Z = SEE DESCRIPTION
 QF1756_SETTING: 80 = SET IN A BOULDER
 QF1756_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF1756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1756+STABILITY: SURFACE MOTION
 QF1756
 QF1756  HISTORY     - Date     Condition        Report By
 QF1756  HISTORY     - 1911     MONUMENTED       IBC
 QF1756  HISTORY     - 1972     GOOD             IBC
 QF1756
 QF1756                          STATION DESCRIPTION
 QF1756
 QF1756'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JEM)
 QF1756'ON THE SW SHORE OF GRAND LAKE, ABOUT THE CENTER OF THE ROUNDING
 QF1756'POINT 1.1 MILES SE OF MEETINGHOUSE POINT.  THE STATION IS ON A
 QF1756'DOMESHAPED ROCK 9 BY 13 FEET AND 6 FEET HIGH AND ON THE HIGH WATER
 QF1756'LINE JUST OUTSIDE THE TREES ON THE POINT.  ANOTHER BOULDER ABOUT THE
 QF1756'SAME SIZE WITH A SLOPING FACE IS E OF THE STATION AND A SMALLER ONE
 QF1756'JUST OUTSIDE TO THE NW.  THERE IS ONE EYEBOLT IN THE ROCK.
 QF1756'
 QF1756'STATION MARK IS A STANDARD BOUNDARY REFERENCE POST SET IN A DRILL
 QF1756'HOLE IN THE BOULDER.
 QF1756'
 QF1756'FORMERLY---BLACK ROCK---, HERGESHIEMER, 1890.
 QF1756
 QF1756                          STATION RECOVERY (1972)
 QF1756
 QF1756'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1756'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1751 ***********************************************************************
 QF1751  DESIGNATION -  REFERENCE MON 47=WEST
 QF1751  PID         -  QF1751
 QF1751  STATE/COUNTY-  ME/WASHINGTON
 QF1751  USGS QUAD   -  DANFORTH (1988)
 QF1751
 QF1751                         *CURRENT SURVEY CONTROL
 QF1751  ___________________________________________________________________
 QF1751* NAD 83(1996)-  45 40 28.41239(N)    067 48 20.03864(W)     ADJUSTED  
 QF1751* NAVD 88     -       136.     (meters)     446.     (feet)  SCALED    
 QF1751  ___________________________________________________________________
 QF1751  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 QF1751  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 QF1751
 QF1751  HORZ ORDER  -  THIRD
 QF1751
 QF1751.The horizontal coordinates were established by classical geodetic methods
 QF1751.and adjusted by the National Geodetic Survey in March 1998..
 QF1751
 QF1751.The orthometric height was scaled from a topographic map.
 QF1751
 QF1751.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1751
 QF1751.The geoid height was determined by GEOID03.
 QF1751
 QF1751;                    North         East     Units Scale Factor Converg.
 QF1751;SPC ME E     -   223,339.965   354,102.187   MT  0.99993597   +0 29 48.5
 QF1751;UTM  19      - 5,058,583.535   593,028.346   MT  0.99970640   +0 51 16.3
 QF1751
 QF1751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1751!SPC ME E     -   0.99998243  x   0.99993597  =   0.99991840
 QF1751!UTM  19      -   0.99998243  x   0.99970640  =   0.99968884
 QF1751
 QF1751|---------------------------------------------------------------------|
 QF1751| PID    Reference Object                     Distance      Geod. Az  |
 QF1751|                                                           dddmmss.s |
 QF1751| CE9491 WEST RM                               8.470 METERS 26702     |
 QF1751| QF1756 REFERENCE MON 46=BLACK ROCK         APPROX. 1.8 KM 3184636.2 |
 QF1751|---------------------------------------------------------------------|
 QF1751
 QF1751                          SUPERSEDED SURVEY CONTROL
 QF1751
 QF1751  NAD 83(1992)-  45 40 28.40920(N)    067 48 20.03693(W) AD(       ) 3
 QF1751  NAD 83(1986)-  45 40 28.41273(N)    067 48 20.05435(W) AD(       ) 3
 QF1751  NAD 27      -  45 40 28.19500(N)    067 48 22.01700(W) AD(       ) 3
 QF1751
 QF1751.Superseded values are not recommended for survey control.
 QF1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1751.See file dsdata.txt to determine how the superseded data were derived.
 QF1751
 QF1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9302858584(NAD 83)
 QF1751_MARKER: Z = SEE DESCRIPTION
 QF1751_SETTING: 80 = SET IN A BOULDER
 QF1751_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF1751
 QF1751  HISTORY     - Date     Condition        Report By
 QF1751  HISTORY     - 1911     MONUMENTED       IBC
 QF1751  HISTORY     - 1955     GOOD             IBC
 QF1751  HISTORY     - 1972     GOOD             IBC
 QF1751
 QF1751                          STATION DESCRIPTION
 QF1751
 QF1751'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JEM)
 QF1751'ON THE SW SHORE OF GRAND LAKE, 0.7 MILE NW OF GREENLAND POINT, AND
 QF1751'1.3 MILES SW OF BILLY AND NAN ISLANDS.  THE STATION IS ON THE LARGEST
 QF1751'BOULDER ALONG THIS SHORE, ABOUT 20 FEET SQUARE AND 12 FEET HIGH ON
 QF1751'THE LAND SIDE, THE OUTER HALF SLOPING GRADUALLY TOWARD THE LAKE.
 QF1751'THERE ARE 3 EYEBOLTS FOR FASTENING GUY WIRES.
 QF1751'
 QF1751'STATION MARK IS A STANDARD BOUNDARY REFERENCE POST SET IN A DRILL
 QF1751'HOLE IN THE BOULDER.
 QF1751'
 QF1751'THE REFERENCE MARK IS A DRILL HOLE IN CENTER OF A RIDGESHAPED ROCK
 QF1751'15 BY 10 FEET AND 4 FEET HIGH, 6 FEET INLAND, DISTANT 27.79 FEET.
 QF1751
 QF1751                          STATION RECOVERY (1955)
 QF1751
 QF1751'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1751'STATION RECOVERED IN GOOD CONDITION.
 QF1751
 QF1751                          STATION RECOVERY (1972)
 QF1751
 QF1751'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1751'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1748 ***********************************************************************
 QF1748  DESIGNATION -  REFERENCE MON 48=NAM
 QF1748  PID         -  QF1748
 QF1748  STATE/COUNTY-  ME/AROOSTOOK
 QF1748  USGS QUAD   -  DANFORTH (1988)
 QF1748
 QF1748                         *CURRENT SURVEY CONTROL
 QF1748  ___________________________________________________________________
 QF1748* NAD 83(1996)-  45 41 30.68339(N)    067 47 40.84256(W)     ADJUSTED  
 QF1748* NAVD 88     -       133.     (meters)     436.     (feet)  SCALED    
 QF1748  ___________________________________________________________________
 QF1748  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 QF1748  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 QF1748
 QF1748  HORZ ORDER  -  SECOND
 QF1748
 QF1748.The horizontal coordinates were established by classical geodetic methods
 QF1748.and adjusted by the National Geodetic Survey in March 1998..
 QF1748
 QF1748.The orthometric height was scaled from a topographic map.
 QF1748
 QF1748.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1748
 QF1748.The geoid height was determined by GEOID03.
 QF1748
 QF1748;                    North         East     Units Scale Factor Converg.
 QF1748;SPC ME E     -   225,269.715   354,933.504   MT  0.99993709   +0 30 17.0
 QF1748;UTM  19      - 5,060,517.995   593,847.409   MT  0.99970828   +0 51 45.3
 QF1748
 QF1748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1748!SPC ME E     -   0.99998290  x   0.99993709  =   0.99991999
 QF1748!UTM  19      -   0.99998290  x   0.99970828  =   0.99969119
 QF1748
 QF1748|---------------------------------------------------------------------|
 QF1748| PID    Reference Object                     Distance      Geod. Az  |
 QF1748|                                                           dddmmss.s |
 QF1748| CE9492 NAN RM 1                             15.824 METERS 14043     |
 QF1748| CE9493 NAN RM 2                             14.006 METERS 15838     |
 QF1748| QF1760 PEEKABOO MOUNTAIN                   APPROX. 9.0 KM 3122633.7 |
 QF1748|---------------------------------------------------------------------|
 QF1748
 QF1748                          SUPERSEDED SURVEY CONTROL
 QF1748
 QF1748  NAD 83(1992)-  45 41 30.68025(N)    067 47 40.84085(W) AD(       ) 2
 QF1748  NAD 83(1986)-  45 41 30.68415(N)    067 47 40.85843(W) AD(       ) 2
 QF1748  NAD 27      -  45 41 30.46700(N)    067 47 42.82100(W) AD(       ) 2
 QF1748
 QF1748.Superseded values are not recommended for survey control.
 QF1748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1748.See file dsdata.txt to determine how the superseded data were derived.
 QF1748
 QF1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9384760518(NAD 83)
 QF1748_MARKER: Z = SEE DESCRIPTION
 QF1748_SETTING: 80 = SET IN A BOULDER
 QF1748_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF1748
 QF1748  HISTORY     - Date     Condition        Report By
 QF1748  HISTORY     - 1911     MONUMENTED       IBC
 QF1748  HISTORY     - 1946     GOOD             IBC
 QF1748  HISTORY     - 1972     GOOD             IBC
 QF1748
 QF1748                          STATION DESCRIPTION
 QF1748
 QF1748'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JEM)
 QF1748'ON THE NW POINT OF BILLIE ISLAND IN GRAND LAKE, ON A BOULDER WHOSE
 QF1748'BASE IS ABOUT 20 FEET SQUARE WITH A TOP 10 BY 14 FEET SHOWING 2 FEET
 QF1748'ABOVE HIGH WATER.  THE ONLY BOULDER OUTSIDE THE STATION IS A LARGE
 QF1748'ONE WITH A POINTED TOP 10 BY 15 FEET AND 5 FEET ABOVE HIGH WATER, 20
 QF1748'FEET N.
 QF1748'
 QF1748'STATION MARK IS A STANDARD BOUNDARY REFERENCE POST SET IN A DRILL
 QF1748'HOLE IN THE BOULDER.
 QF1748'
 QF1748'REFERENCE MARK 1 IS A DRILL HOLE IN A POINTED BOULDER 6 BY 6 FEET IN
 QF1748'THE CENTER LINE OF THE ISLAND.
 QF1748'
 QF1748'REFERENCE MARK 2 IS A DRILL HOLE IN A FLAT BOULDER 6 BY 6 FEET NEAR
 QF1748'THE W SIDE OF THE ISLAND.
 QF1748
 QF1748                          STATION RECOVERY (1946)
 QF1748
 QF1748'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF1748'STATION RECOVERED IN GOOD CONDITION.
 QF1748
 QF1748                          STATION RECOVERY (1972)
 QF1748
 QF1748'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1748'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1773 ***********************************************************************
 QF1773  DESIGNATION -  REFERENCE MON 5
 QF1773  PID         -  QF1773
 QF1773  STATE/COUNTY-  ME/AROOSTOOK
 QF1773  USGS QUAD   -  NORTH AMITY (1989)
 QF1773
 QF1773                         *CURRENT SURVEY CONTROL
 QF1773  ___________________________________________________________________
 QF1773* NAD 83(1996)-  45 54 56.68691(N)    067 45 07.28201(W)     ADJUSTED  
 QF1773* NAVD 88     -       136.     (meters)     446.     (feet)  SCALED    
 QF1773  ___________________________________________________________________
 QF1773  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 QF1773  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 QF1773
 QF1773  HORZ ORDER  -  THIRD
 QF1773
 QF1773.The horizontal coordinates were established by classical geodetic methods
 QF1773.and adjusted by the National Geodetic Survey in March 1998..
 QF1773
 QF1773.The orthometric height was scaled from a topographic map.
 QF1773
 QF1773.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1773
 QF1773.The geoid height was determined by GEOID03.
 QF1773
 QF1773;                    North         East     Units Scale Factor Converg.
 QF1773;SPC ME E     -   250,182.118   358,022.810   MT  0.99994137   +0 32 14.3
 QF1773;UTM  19      - 5,085,443.569   596,780.097   MT  0.99971515   +0 53 47.4
 QF1773
 QF1773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1773!SPC ME E     -   0.99998240  x   0.99994137  =   0.99992377
 QF1773!UTM  19      -   0.99998240  x   0.99971515  =   0.99969756
 QF1773
 QF1773                          SUPERSEDED SURVEY CONTROL
 QF1773
 QF1773  NAD 83(1992)-  45 54 56.68456(N)    067 45 07.28556(W) AD(       ) 4
 QF1773  NAD 83(1986)-  45 54 56.77183(N)    067 45 07.09221(W) AD(       ) 4
 QF1773  NAD 27      -  45 54 56.47881(N)    067 45 09.28394(W) AD(       ) 3
 QF1773
 QF1773.Superseded values are not recommended for survey control.
 QF1773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1773.See file dsdata.txt to determine how the superseded data were derived.
 QF1773
 QF1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9678085444(NAD 83)
 QF1773_MARKER: Z = SEE DESCRIPTION
 QF1773_SETTING: 0 = UNSPECIFIED SETTING
 QF1773
 QF1773  HISTORY     - Date     Condition        Report By
 QF1773  HISTORY     - 1913     MONUMENTED       IBC
 QF1773  HISTORY     - 1939     SEE DESCRIPTION  IBC
 QF1773
 QF1773                          STATION DESCRIPTION
 QF1773
 QF1773'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1913 (JEM)
 QF1773'THIS MONUMENT IS S 0 DEGREES 34 MINUTES W, 29.70 METERS FROM
 QF1773'REFERENCE MONUMENT 4.
 QF1773'
 QF1773'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE
 QF1773'POST SET IN A CONCRETE BASE.
 QF1773
 QF1773                          STATION RECOVERY (1939)
 QF1773
 QF1773'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1939 (JH)
 QF1773'NOT RECOVERED DUE TO BACKWATER FROM BEAVER DAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1744 ***********************************************************************
 QF1744  DESIGNATION -  REFERENCE MON 50=EAST
 QF1744  PID         -  QF1744
 QF1744  STATE/COUNTY-  ME/WASHINGTON
 QF1744  USGS QUAD   -  DANFORTH (1988)
 QF1744
 QF1744                         *CURRENT SURVEY CONTROL
 QF1744  ___________________________________________________________________
 QF1744* NAD 83(1996)-  45 40 05.97257(N)    067 46 24.25034(W)     ADJUSTED  
 QF1744* NAVD 88     -       134.     (meters)     440.     (feet)  SCALED    
 QF1744  ___________________________________________________________________
 QF1744  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 QF1744  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 QF1744
 QF1744  HORZ ORDER  -  THIRD
 QF1744
 QF1744.The horizontal coordinates were established by classical geodetic methods
 QF1744.and adjusted by the National Geodetic Survey in March 1998..
 QF1744
 QF1744.The orthometric height was scaled from a topographic map.
 QF1744
 QF1744.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1744
 QF1744.The geoid height was determined by GEOID03.
 QF1744
 QF1744;                    North         East     Units Scale Factor Converg.
 QF1744;SPC ME E     -   222,669.469   356,614.268   MT  0.99993939   +0 31 11.1
 QF1744;UTM  19      - 5,057,928.885   595,543.989   MT  0.99971223   +0 52 38.9
 QF1744
 QF1744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1744!SPC ME E     -   0.99998275  x   0.99993939  =   0.99992214
 QF1744!UTM  19      -   0.99998275  x   0.99971223  =   0.99969498
 QF1744
 QF1744|---------------------------------------------------------------------|
 QF1744| PID    Reference Object                     Distance      Geod. Az  |
 QF1744|                                                           dddmmss.s |
 QF1744| CE9496 EAST RM                               6.248 METERS 22056     |
 QF1744| QF1747 GREENLAND POINT                     APPROX. 1.6 KM 2910958.5 |
 QF1744|---------------------------------------------------------------------|
 QF1744
 QF1744                          SUPERSEDED SURVEY CONTROL
 QF1744
 QF1744  NAD 83(1992)-  45 40 05.96940(N)    067 46 24.24854(W) AD(       ) 3
 QF1744  NAD 83(1986)-  45 40 05.97310(N)    067 46 24.26534(W) AD(       ) 3
 QF1744  NAD 27      -  45 40 05.75400(N)    067 46 26.22800(W) AD(       ) 3
 QF1744
 QF1744.Superseded values are not recommended for survey control.
 QF1744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1744.See file dsdata.txt to determine how the superseded data were derived.
 QF1744
 QF1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9554457929(NAD 83)
 QF1744_MARKER: Z = SEE DESCRIPTION
 QF1744_SETTING: 80 = SET IN A BOULDER
 QF1744_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF1744
 QF1744  HISTORY     - Date     Condition        Report By
 QF1744  HISTORY     - 1917     MONUMENTED       IBC
 QF1744  HISTORY     - 1955     GOOD             IBC
 QF1744  HISTORY     - 1972     GOOD             IBC
 QF1744
 QF1744                          STATION DESCRIPTION
 QF1744
 QF1744'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (HOC)
 QF1744'ABOUT 150 FEET W OF THE MOST PROMINENT OF THE SMALL POINTS ON THE
 QF1744'ROUNDING SHORELINE ON THE SW SIDE OF GRAND LAKE, W OF THE N END OF
 QF1744'MANLEY ISLAND, AND ABOUT 0.9 MILE E OF GREENLAND POINT.  THE STATION
 QF1744'IS ON THE TOP OF A PEAR - SHAPED BOULDER, WHOSE BASE IS ABOUT 12 FEET
 QF1744'IN DIAMETER AND WHOSE TOP IS 7 FEET ABOVE HIGH WATER.  A BOULDER
 QF1744'ABOUT THE SAME SIZE AND 4 FEET HIGH CONNECTS THE STATION BOULDER WITH
 QF1744'THE SHORE AT HIGH WATER, WITH NO ROCKS OUTSIDE THE STATION.  THERE
 QF1744'ARE TWO EYEBOLTS IN THE BOULDER.
 QF1744'
 QF1744'STATION MARK IS A STANDARD BOUNDARY REFERENCE POST SET IN A DRILL
 QF1744'HOLE IN THE BOULDER.
 QF1744'
 QF1744'REFERENCE MARK IS A DRILL HOLE IN A SQUARE - FACED BOULDER PROJECTING
 QF1744'FROM BENEATH TREE ROOTS ON THE SHORELINE, DISTANT 20.50 FEET.
 QF1744
 QF1744                          STATION RECOVERY (1955)
 QF1744
 QF1744'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1744'STATION RECOVERED IN GOOD CONDITION.
 QF1744
 QF1744                          STATION RECOVERY (1972)
 QF1744
 QF1744'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1744'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1736 ***********************************************************************
 QF1736  DESIGNATION -  REFERENCE MON 51
 QF1736  PID         -  QF1736
 QF1736  STATE/COUNTY-  ME/WASHINGTON
 QF1736  USGS QUAD   -  DANFORTH (1988)
 QF1736
 QF1736                         *CURRENT SURVEY CONTROL
 QF1736  ___________________________________________________________________
 QF1736* NAD 83(1996)-  45 39 46.70146(N)    067 45 37.32602(W)     ADJUSTED  
 QF1736* NAVD 88     -       165.     (meters)     541.     (feet)  SCALED    
 QF1736  ___________________________________________________________________
 QF1736  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 QF1736  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 QF1736
 QF1736  HORZ ORDER  -  SECOND
 QF1736
 QF1736.The horizontal coordinates were established by classical geodetic methods
 QF1736.and adjusted by the National Geodetic Survey in March 1998..
 QF1736
 QF1736.The orthometric height was scaled from a topographic map.
 QF1736
 QF1736.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1736
 QF1736.The geoid height was determined by GEOID03.
 QF1736
 QF1736;                    North         East     Units Scale Factor Converg.
 QF1736;SPC ME E     -   222,083.858   357,635.372   MT  0.99994083   +0 31 44.5
 QF1736;UTM  19      - 5,057,349.792   596,568.497   MT  0.99971465   +0 53 12.1
 QF1736
 QF1736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1736!SPC ME E     -   0.99997789  x   0.99994083  =   0.99991872
 QF1736!UTM  19      -   0.99997789  x   0.99971465  =   0.99969254
 QF1736
 QF1736:                Primary Azimuth Mark                     Grid Az
 QF1736:SPC ME E     -  FOREST CITY BAPTIST CH SP                084 55 45.0
 QF1736:UTM  19      -  FOREST CITY BAPTIST CH SP                084 34 17.4
 QF1736
 QF1736|---------------------------------------------------------------------|
 QF1736| PID    Reference Object                     Distance      Geod. Az  |
 QF1736|                                                           dddmmss.s |
 QF1736| QF1686 FOREST CITY BAPTIST CH SP           APPROX. 2.5 KM 0852729.5 |
 QF1736| CE9497 REFERENCE MON 51 RM                   6.230 METERS 20014     |
 QF1736| QF1748 REFERENCE MON 48=NAM                APPROX. 4.2 KM 3201342.6 |
 QF1736|---------------------------------------------------------------------|
 QF1736
 QF1736                          SUPERSEDED SURVEY CONTROL
 QF1736
 QF1736  NAD 83(1992)-  45 39 46.69832(N)    067 45 37.32419(W) AD(       ) 2
 QF1736  NAD 83(1986)-  45 39 46.70200(N)    067 45 37.34066(W) AD(       ) 2
 QF1736  NAD 27      -  45 39 46.48500(N)    067 45 39.30700(W) AD(       ) 2
 QF1736
 QF1736.Superseded values are not recommended for survey control.
 QF1736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1736.See file dsdata.txt to determine how the superseded data were derived.
 QF1736
 QF1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9656857350(NAD 83)
 QF1736_MARKER: Z = SEE DESCRIPTION
 QF1736_SETTING: 80 = SET IN A BOULDER
 QF1736_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF1736
 QF1736  HISTORY     - Date     Condition        Report By
 QF1736  HISTORY     - 1911     MONUMENTED       IBC
 QF1736  HISTORY     - 1917     SEE DESCRIPTION  CGS
 QF1736  HISTORY     - 1946     SEE DESCRIPTION  CGS
 QF1736  HISTORY     - 1955     GOOD             IBC
 QF1736  HISTORY     - 1972     GOOD             IBC
 QF1736
 QF1736                          STATION DESCRIPTION
 QF1736
 QF1736'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JEM)
 QF1736'ON THE W SHORE OF GRAND LAKE, OPPOSITE THE N END OF MANLEY ISLAND,
 QF1736'ON A SMALL ROUNDED POINT 1.7 MILES BELOW GREENLAND POINT.  IT IS ON
 QF1736'A BOULDER, ABOUT 14 BY 19 FEET, WHOSE TOP IS 3 FEET ABOVE HIGH WATER
 QF1736'WHICH SURROUNDS THE ROCK.  IT IS 100 FEET S OF THE EXTREME POINT ON
 QF1736'WHICH IS A LARGE POINTED BOULDER.  STATION IS OPPOSITE THE S END OF
 QF1736'AN OPEN LOG LANDING ABOUT 75 FEET WIDE.
 QF1736'
 QF1736'STATION MARK IS A STANDARD BOUNDARY REFERENCE POST SET IN A DRILL
 QF1736'HOLE IN THE ROCK.  THERE ARE THREE EYEBOLTS IN THE ROCK.
 QF1736'
 QF1736'THE REFERENCE IS A GS OF C, REFERENCE DISK SET IN A DRILL HOLE IN A
 QF1736'ROCK DIRECTLY INSHORE HAVING SMALL TREES GROWING ON IT, DISTANT 20.44
 QF1736'FEET W.
 QF1736'
 QF1736'FORMERLY---ROUND ROCK---, HERGESHIEMER, 1890.
 QF1736
 QF1736                          STATION RECOVERY (1917)
 QF1736
 QF1736'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1917
 QF1736'STATION IS ON THE W SHORE OF GRAND LAKE, DIRECTLY OPPOSITE THE
 QF1736'N END OF MANLEY ISLAND, ON A SMALL ROUNDED POINT OF THE SHORE
 QF1736'LINE 1.7 MILES BELOW GREENLAND POINT.  THE STATION IS ON A
 QF1736'BOULDER WHOSE EXTREME DIMENSIONS IN CROSS SECTION ARE 4.2 BY
 QF1736'5.7 METERS, AND WHOSE TOP IS ABOUT 0.3 METER ABOVE HIGH-WATER
 QF1736'MARK.
 QF1736'
 QF1736'STATION MARK IS A STANDARD 8-INCH MANGANESE-BRONZE REFERENCE
 QF1736'POST SET IN A DRILL HOLE IN THE BOULDER.
 QF1736
 QF1736                          STATION RECOVERY (1946)
 QF1736
 QF1736'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (NWS)
 QF1736'STATION IS ON THE W SHORE OF GRAND LAKE, OPPOSITE THE N END OF
 QF1736'MANLEY ISLAND, ON A SMALL ROUNDED POINT 1.7 MILES BELOW
 QF1736'GREENLAND POINT.  IT IS ON A BOULDER, ABOUT 14 BY
 QF1736'19 FEET, WHOSE TOP IS 3 FEET ABOVE HIGH WATER WHICH SURROUNDS
 QF1736'THE ROCK.  IT IS 100 FEET S OF THE EXTREME POINT ON WHICH IS A
 QF1736'LARGE POINTED BOULDER.  STATION IS OPPOSITE THE S END OF AN
 QF1736'OPEN LOG LANDING ABOUT 75 FEET WIDE.
 QF1736'
 QF1736'STATION MARK IS A STANDARD BOUNDARY REFERENCE POST SET IN A
 QF1736'DRILL HOLE IN THE ROCK.  THERE ARE THREE EYEBOLTS IN THE ROCK.
 QF1736'
 QF1736'THE REFERENCE IS A G.S. OF C. REFERENCE DISK SET IN A DRILL
 QF1736'HOLE IN A ROCK DIRECTLY INSHORE HAVING SMALL TREES GROWING ON
 QF1736'IT, DISTANT 20.44 FEET W.
 QF1736'
 QF1736'FORMERLY ROUND ROCK, HERGESHIEMER, 1890.
 QF1736
 QF1736                          STATION RECOVERY (1955)
 QF1736
 QF1736'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1736'STATION RECOVERED IN GOOD CONDITION.
 QF1736
 QF1736                          STATION RECOVERY (1972)
 QF1736
 QF1736'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1736'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1740 ***********************************************************************
 QF1740  DESIGNATION -  REFERENCE MON 52
 QF1740  PID         -  QF1740
 QF1740  STATE/COUNTY-  ME/WASHINGTON
 QF1740  USGS QUAD   -  DANFORTH (1988)
 QF1740
 QF1740                         *CURRENT SURVEY CONTROL
 QF1740  ___________________________________________________________________
 QF1740* NAD 83(1996)-  45 40 14.01888(N)    067 45 01.04094(W)     ADJUSTED  
 QF1740* NAVD 88     -       133.     (meters)     436.     (feet)  SCALED    
 QF1740  ___________________________________________________________________
 QF1740  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 QF1740  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 QF1740
 QF1740  HORZ ORDER  -  THIRD
 QF1740
 QF1740.The horizontal coordinates were established by classical geodetic methods
 QF1740.and adjusted by the National Geodetic Survey in March 1998..
 QF1740
 QF1740.The orthometric height was scaled from a topographic map.
 QF1740
 QF1740.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1740
 QF1740.The geoid height was determined by GEOID03.
 QF1740
 QF1740;                    North         East     Units Scale Factor Converg.
 QF1740;SPC ME E     -   222,934.459   358,412.892   MT  0.99994194   +0 32 10.7
 QF1740;UTM  19      - 5,058,205.037   597,340.518   MT  0.99971649   +0 53 38.5
 QF1740
 QF1740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1740!SPC ME E     -   0.99998291  x   0.99994194  =   0.99992485
 QF1740!UTM  19      -   0.99998291  x   0.99971649  =   0.99969940
 QF1740
 QF1740:                Primary Azimuth Mark                     Grid Az
 QF1740:SPC ME E     -  TONGUE IBC                               180 52 19.4
 QF1740:UTM  19      -  TONGUE IBC                               180 30 51.6
 QF1740
 QF1740|---------------------------------------------------------------------|
 QF1740| PID    Reference Object                     Distance      Geod. Az  |
 QF1740|                                                           dddmmss.s |
 QF1740| QF1741 TONGUE IBC                          APPROX. 1.0 KM 1812430.1 |
 QF1740|---------------------------------------------------------------------|
 QF1740
 QF1740                          SUPERSEDED SURVEY CONTROL
 QF1740
 QF1740  NAD 83(1992)-  45 40 14.01574(N)    067 45 01.03913(W) AD(       ) 3
 QF1740  NAD 83(1986)-  45 40 14.01968(N)    067 45 01.05555(W) AD(       ) 3
 QF1740  NAD 27      -  45 40 13.80300(N)    067 45 03.02200(W) AD(       ) 3
 QF1740
 QF1740.Superseded values are not recommended for survey control.
 QF1740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1740.See file dsdata.txt to determine how the superseded data were derived.
 QF1740
 QF1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9734158205(NAD 83)
 QF1740_MARKER: Z = SEE DESCRIPTION
 QF1740_SETTING: 80 = SET IN A BOULDER
 QF1740_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF1740
 QF1740  HISTORY     - Date     Condition        Report By
 QF1740  HISTORY     - 1917     MONUMENTED       IBC
 QF1740  HISTORY     - 1972     GOOD             IBC
 QF1740
 QF1740                          STATION DESCRIPTION
 QF1740
 QF1740'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (HOC)
 QF1740'ON THE W SHORE OF THE CANADIAN POINT JUST N OF MANLEY ISLAND AND
 QF1740'ABOUT 100 METERS N OF THE END OF THE POINT.  IT IS ON A LARGE GRANITE
 QF1740'BOULDER WHOSE FACE TOWARD THE LAKE IS 1.2 METERS HIGH.  THE BOULDER
 QF1740'IS 3.7 METERS LONG N AND S, 1.5 METERS WIDE E AND W, AND IS
 QF1740'SURROUNDED BY EVERGREEN TREES.  THE STATION IS 28 FEET FROM HIGH
 QF1740'WATER AND THE BASE OF THE ROCK 6 FEET ABOVE HIGH WATER.
 QF1740'
 QF1740'STATION MARK IS A STANDARD BOUNDARY REFERENCE POST SET IN A DRILL
 QF1740'HOLE N THE BOULDER.
 QF1740
 QF1740                          STATION RECOVERY (1972)
 QF1740
 QF1740'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1740'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1722 ***********************************************************************
 QF1722  DESIGNATION -  REFERENCE MON 53
 QF1722  PID         -  QF1722
 QF1722  STATE/COUNTY-  ME/WASHINGTON
 QF1722  USGS QUAD   -  FOREST CITY (1988)
 QF1722
 QF1722                         *CURRENT SURVEY CONTROL
 QF1722  ___________________________________________________________________
 QF1722* NAD 83(1996)-  45 40 08.92730(N)    067 44 50.82331(W)     ADJUSTED  
 QF1722* NAVD 88     -       133.     (meters)     436.     (feet)  SCALED    
 QF1722  ___________________________________________________________________
 QF1722  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 QF1722  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 QF1722
 QF1722  HORZ ORDER  -  THIRD
 QF1722
 QF1722.The horizontal coordinates were established by classical geodetic methods
 QF1722.and adjusted by the National Geodetic Survey in March 1998..
 QF1722
 QF1722.The orthometric height was scaled from a topographic map.
 QF1722
 QF1722.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1722
 QF1722.The geoid height was determined by GEOID03.
 QF1722
 QF1722;                    North         East     Units Scale Factor Converg.
 QF1722;SPC ME E     -   222,779.354   358,635.506   MT  0.99994226   +0 32 18.0
 QF1722;UTM  19      - 5,058,051.360   597,564.045   MT  0.99971703   +0 53 45.7
 QF1722
 QF1722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1722!SPC ME E     -   0.99998291  x   0.99994226  =   0.99992517
 QF1722!UTM  19      -   0.99998291  x   0.99971703  =   0.99969994
 QF1722
 QF1722:                Primary Azimuth Mark                     Grid Az
 QF1722:SPC ME E     -  REFERENCE MON 54=SHORE                   014 01 39.8
 QF1722:UTM  19      -  REFERENCE MON 54=SHORE                   013 40 12.1
 QF1722
 QF1722|---------------------------------------------------------------------|
 QF1722| PID    Reference Object                     Distance      Geod. Az  |
 QF1722|                                                           dddmmss.s |
 QF1722| QF1721 REFERENCE MON 54=SHORE              APPROX. 0.8 KM 0143357.8 |
 QF1722|---------------------------------------------------------------------|
 QF1722
 QF1722                          SUPERSEDED SURVEY CONTROL
 QF1722
 QF1722  NAD 83(1992)-  45 40 08.92416(N)    067 44 50.82150(W) AD(       ) 3
 QF1722  NAD 83(1986)-  45 40 08.92809(N)    067 44 50.83784(W) AD(       ) 3
 QF1722  NAD 27      -  45 40 08.71100(N)    067 44 52.80300(W) AD(       ) 3
 QF1722
 QF1722.Superseded values are not recommended for survey control.
 QF1722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1722.See file dsdata.txt to determine how the superseded data were derived.
 QF1722
 QF1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9756458051(NAD 83)
 QF1722_MARKER: Z = SEE DESCRIPTION
 QF1722_SETTING: 80 = SET IN A BOULDER
 QF1722_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF1722
 QF1722  HISTORY     - Date     Condition        Report By
 QF1722  HISTORY     - 1918     MONUMENTED       IBC
 QF1722  HISTORY     - 1972     GOOD             IBC
 QF1722
 QF1722                          STATION DESCRIPTION
 QF1722
 QF1722'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1918 (NWS)
 QF1722'ON THE E SHORE OF MANLEY ISLAND IN GRAND LAKE, ABOUT 75 METERS S OF
 QF1722'THE N END OF THE ISLAND, AND ABOUT 100 FEET BELOW THE END OF THE
 QF1722'TREES ON THE ISLAND.  IT IS 1 FOOT FROM THE N END OF A BOULDER 5 BY
 QF1722'8 FEET AND 3 FEET HIGH ON THE TREE LINE.
 QF1722'
 QF1722'STATION MARK IS A STANDARD BOUNDARY REFERENCE POST SET IN A DRILL
 QF1722'HOLE IN THE BOULDER.
 QF1722
 QF1722                          STATION RECOVERY (1972)
 QF1722
 QF1722'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1722'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1721 ***********************************************************************
 QF1721  DESIGNATION -  REFERENCE MON 54=SHORE
 QF1721  PID         -  QF1721
 QF1721  STATE/COUNTY-  ME/WASHINGTON
 QF1721  USGS QUAD   -  FOREST CITY (1988)
 QF1721
 QF1721                         *CURRENT SURVEY CONTROL
 QF1721  ___________________________________________________________________
 QF1721* NAD 83(1996)-  45 40 33.98893(N)    067 44 41.53356(W)     ADJUSTED  
 QF1721* NAVD 88     -       134.     (meters)     440.     (feet)  SCALED    
 QF1721  ___________________________________________________________________
 QF1721  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 QF1721  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 QF1721
 QF1721  HORZ ORDER  -  THIRD
 QF1721
 QF1721.The horizontal coordinates were established by classical geodetic methods
 QF1721.and adjusted by the National Geodetic Survey in March 1998..
 QF1721
 QF1721.The orthometric height was scaled from a topographic map.
 QF1721
 QF1721.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1721
 QF1721.The geoid height was determined by GEOID03.
 QF1721
 QF1721;                    North         East     Units Scale Factor Converg.
 QF1721;SPC ME E     -   223,554.910   358,829.272   MT  0.99994254   +0 32 24.9
 QF1721;UTM  19      - 5,058,827.935   597,752.923   MT  0.99971748   +0 53 52.8
 QF1721
 QF1721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1721!SPC ME E     -   0.99998275  x   0.99994254  =   0.99992529
 QF1721!UTM  19      -   0.99998275  x   0.99971748  =   0.99970023
 QF1721
 QF1721:                Primary Azimuth Mark                     Grid Az
 QF1721:SPC ME E     -  TINK IBC                                 148 03 00.8
 QF1721:UTM  19      -  TINK IBC                                 147 41 32.9
 QF1721
 QF1721|---------------------------------------------------------------------|
 QF1721| PID    Reference Object                     Distance      Geod. Az  |
 QF1721|                                                           dddmmss.s |
 QF1721| QF1718 TINK IBC                            APPROX. 0.8 KM 1483525.7 |
 QF1721|---------------------------------------------------------------------|
 QF1721
 QF1721                          SUPERSEDED SURVEY CONTROL
 QF1721
 QF1721  NAD 83(1992)-  45 40 33.98579(N)    067 44 41.53176(W) AD(       ) 3
 QF1721  NAD 83(1986)-  45 40 33.98990(N)    067 44 41.54819(W) AD(       ) 3
 QF1721  NAD 27      -  45 40 33.77300(N)    067 44 43.51400(W) AD(       ) 3
 QF1721
 QF1721.Superseded values are not recommended for survey control.
 QF1721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1721.See file dsdata.txt to determine how the superseded data were derived.
 QF1721
 QF1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9775358828(NAD 83)
 QF1721_MARKER: Z = SEE DESCRIPTION
 QF1721_SETTING: 80 = SET IN A BOULDER
 QF1721_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF1721
 QF1721  HISTORY     - Date     Condition        Report By
 QF1721  HISTORY     - 1917     MONUMENTED       IBC
 QF1721  HISTORY     - 1972     GOOD             IBC
 QF1721
 QF1721                          STATION DESCRIPTION
 QF1721
 QF1721'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (HOC)
 QF1721'ON THE E SHORE OF THE BAY EXTENDING N FROM THE OUTLET OF GRAND LAKE
 QF1721'AND A MILE FROM THIS OUTLET, AND ACROSS THE BAY FROM THE NARROWS.  IT
 QF1721'IS ON THE LARGEST GRANITE BOULDER ON THE SHORE IN THE VICINITY,
 QF1721'DIAMOND - SHAPED AT THE BASE, ABOUT 9 FEET ON A SIDE, WITH A
 QF1721'RIDGE - SHAPED TOP 5 FEET ABOVE THE BEACH, AND IS ABOUT THE CENTER
 QF1721'OF A ROUNDING POINT.  ABOUT ON TREE LINE.
 QF1721'
 QF1721'STATION MARK IS A STANDARD BOUNDARY REFERENCE POST SET IN A DRILL
 QF1721'HOLE IN THE BOULDER.
 QF1721
 QF1721                          STATION RECOVERY (1972)
 QF1721
 QF1721'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (NWS)
 QF1721'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1714 ***********************************************************************
 QF1714  DESIGNATION -  REFERENCE MON 55=FOSTER
 QF1714  PID         -  QF1714
 QF1714  STATE/COUNTY-  ME/WASHINGTON
 QF1714  USGS QUAD   -  FOREST CITY (1988)
 QF1714
 QF1714                         *CURRENT SURVEY CONTROL
 QF1714  ___________________________________________________________________
 QF1714* NAD 83(1996)-  45 39 59.44335(N)    067 44 13.58135(W)     ADJUSTED  
 QF1714* NAVD 88     -       134.     (meters)     440.     (feet)  SCALED    
 QF1714  ___________________________________________________________________
 QF1714  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 QF1714  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 QF1714
 QF1714  HORZ ORDER  -  THIRD
 QF1714
 QF1714.The horizontal coordinates were established by classical geodetic methods
 QF1714.and adjusted by the National Geodetic Survey in March 1998..
 QF1714
 QF1714.The orthometric height was scaled from a topographic map.
 QF1714
 QF1714.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1714
 QF1714.The geoid height was determined by GEOID03.
 QF1714
 QF1714;                    North         East     Units Scale Factor Converg.
 QF1714;SPC ME E     -   222,494.206   359,444.333   MT  0.99994343   +0 32 44.5
 QF1714;UTM  19      - 5,057,771.330   598,374.454   MT  0.99971898   +0 54 12.2
 QF1714
 QF1714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1714!SPC ME E     -   0.99998275  x   0.99994343  =   0.99992618
 QF1714!UTM  19      -   0.99998275  x   0.99971898  =   0.99970173
 QF1714
 QF1714                          SUPERSEDED SURVEY CONTROL
 QF1714
 QF1714  NAD 83(1992)-  45 39 59.44023(N)    067 44 13.57953(W) AD(       ) 3
 QF1714  NAD 83(1986)-  45 39 59.44421(N)    067 44 13.59560(W) AD(       ) 3
 QF1714  NAD 27      -  45 39 59.22800(N)    067 44 15.56500(W) AD(       ) 3
 QF1714
 QF1714.Superseded values are not recommended for survey control.
 QF1714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1714.See file dsdata.txt to determine how the superseded data were derived.
 QF1714
 QF1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9837457771(NAD 83)
 QF1714_MARKER: Z = SEE DESCRIPTION
 QF1714_SETTING: 80 = SET IN A BOULDER
 QF1714_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF1714
 QF1714  HISTORY     - Date     Condition        Report By
 QF1714  HISTORY     - 1917     MONUMENTED       IBC
 QF1714  HISTORY     - 1972     GOOD             IBC
 QF1714
 QF1714                          STATION DESCRIPTION
 QF1714
 QF1714'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (HOC)
 QF1714'ON THE NE SHORE OF FOSTER ISLAND JUST OUTSIDE THE LINE OF BUSHES,
 QF1714'ABOUT 200 FEET SE OF THE END OF VEGETATION ON THE NW CORNER OF THE
 QF1714'ISLAND.  THE STATION IS ON A LARGE TRIANGULAR GRANITE BOULDER, THE
 QF1714'LARGEST ON THE SHORE, ABOUT 8 BY 13 FEET AND 5 FEET HIGH WITH AN
 QF1714'IRREGULAR TOP, AND A SLIGHTLY SMALLER ROCK LEANING AGAINST IT ON THE
 QF1714'W SIDE.
 QF1714'
 QF1714'STATION MARK IS A STANDARD BOUNDARY REFERENCE POST SET IN A DRILL
 QF1714'HOLE IN THE BOULDER.
 QF1714
 QF1714                          STATION RECOVERY (1972)
 QF1714
 QF1714'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1714'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1709 ***********************************************************************
 QF1709  DESIGNATION -  REFERENCE MON 56=CLOSE
 QF1709  PID         -  QF1709
 QF1709  STATE/COUNTY-  ME/WASHINGTON
 QF1709  USGS QUAD   -  FOREST CITY (1988)
 QF1709
 QF1709                         *CURRENT SURVEY CONTROL
 QF1709  ___________________________________________________________________
 QF1709* NAD 83(1996)-  45 39 52.11907(N)    067 44 04.58757(W)     ADJUSTED  
 QF1709* NAVD 88     -       135.     (meters)     443.     (feet)  SCALED    
 QF1709  ___________________________________________________________________
 QF1709  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 QF1709  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 QF1709
 QF1709  HORZ ORDER  -  THIRD
 QF1709
 QF1709.The horizontal coordinates were established by classical geodetic methods
 QF1709.and adjusted by the National Geodetic Survey in March 1998..
 QF1709
 QF1709.The orthometric height was scaled from a topographic map.
 QF1709
 QF1709.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1709
 QF1709.The geoid height was determined by GEOID03.
 QF1709
 QF1709;                    North         East     Units Scale Factor Converg.
 QF1709;SPC ME E     -   222,269.960   359,641.157   MT  0.99994372   +0 32 50.9
 QF1709;UTM  19      - 5,057,548.367   598,572.630   MT  0.99971946   +0 54 18.6
 QF1709
 QF1709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1709!SPC ME E     -   0.99998259  x   0.99994372  =   0.99992631
 QF1709!UTM  19      -   0.99998259  x   0.99971946  =   0.99970206
 QF1709
 QF1709|---------------------------------------------------------------------|
 QF1709| PID    Reference Object                     Distance      Geod. Az  |
 QF1709|                                                           dddmmss.s |
 QF1709| QF1699 REFERENCE MON 57=DAM REF MK         290.570 METERS 05801     |
 QF1709| QF1695 FIELD IBC                           320.716 METERS 05817     |
 QF1709| QF1690 HOUSE IBC                           394.862 METERS 09756     |
 QF1709| QF1697 REFERENCE MON 58=DOUBLE ROCK        257.698 METERS 10431     |
 QF1709| QF1613 FOREST CITY CHURCH SPIRE            406.739 METERS 1295553.2 |
 QF1709|---------------------------------------------------------------------|
 QF1709
 QF1709                          SUPERSEDED SURVEY CONTROL
 QF1709
 QF1709  NAD 83(1992)-  45 39 52.11600(N)    067 44 04.58576(W) AD(       ) 3
 QF1709  NAD 83(1986)-  45 39 52.11998(N)    067 44 04.60173(W) AD(       ) 3
 QF1709  NAD 27      -  45 39 51.90600(N)    067 44 06.57600(W) AD(       ) 3
 QF1709
 QF1709.Superseded values are not recommended for survey control.
 QF1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1709.See file dsdata.txt to determine how the superseded data were derived.
 QF1709
 QF1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9857357548(NAD 83)
 QF1709_MARKER: Z = SEE DESCRIPTION
 QF1709_SETTING: 80 = SET IN A BOULDER
 QF1709_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF1709
 QF1709  HISTORY     - Date     Condition        Report By
 QF1709  HISTORY     - 1912     MONUMENTED       IBC
 QF1709  HISTORY     - 1972     GOOD             IBC
 QF1709  HISTORY     - 20040511 GOOD             USPSQD
 QF1709
 QF1709                          STATION DESCRIPTION
 QF1709
 QF1709'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (AJB)
 QF1709'ABOUT 10 FEET W OF THE EXTREME SW END OF THE DAM AT THE OUTLET OF
 QF1709'GRAND LAKE, NEAR FOREST CITY, MAINE.
 QF1709'
 QF1709'STATION MARK IS A STANDARD BOUNDARY REFERENCE POST SET IN A DRILL
 QF1709'HOLE IN A ROCK 10 BY 5 FEET AND 2-1/2 FEET HIGH, BETWEEN THE END OF
 QF1709'THE DAM AND A LARGE TREE.
 QF1709
 QF1709                          STATION RECOVERY (1972)
 QF1709
 QF1709'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1709'STATION RECOVERED IN GOOD CONDITION.
 QF1709
 QF1709                          STATION RECOVERY (2004)
 QF1709
 QF1709'RECOVERY NOTE BY US POWER SQUADRON 2004 (RDS)
 QF1709'IN SEARCHING FOR MARKS, BE CAREFUL NOT TO CROSS INTO CANADA. YOU COULD
 QF1709'BE SUBJECT TO ARREST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1699 ***********************************************************************
 QF1699  DESIGNATION -  REFERENCE MON 57=DAM REF MK
 QF1699  PID         -  QF1699
 QF1699  STATE/COUNTY-  ME/WASHINGTON
 QF1699  USGS QUAD   -  FOREST CITY (1988)
 QF1699
 QF1699                         *CURRENT SURVEY CONTROL
 QF1699  ___________________________________________________________________
 QF1699* NAD 83(1996)-  45 39 57.10316(N)    067 43 53.20117(W)     ADJUSTED  
 QF1699* NAVD 88     -       135.     (meters)     443.     (feet)  SCALED    
 QF1699  ___________________________________________________________________
 QF1699  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 QF1699  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 QF1699
 QF1699  HORZ ORDER  -  THIRD
 QF1699
 QF1699.The horizontal coordinates were established by classical geodetic methods
 QF1699.and adjusted by the National Geodetic Survey in March 1998..
 QF1699
 QF1699.The orthometric height was scaled from a topographic map.
 QF1699
 QF1699.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1699
 QF1699.The geoid height was determined by GEOID03.
 QF1699
 QF1699;                    North         East     Units Scale Factor Converg.
 QF1699;SPC ME E     -   222,426.180   359,886.140   MT  0.99994408   +0 32 59.1
 QF1699;UTM  19      - 5,057,706.078   598,816.578   MT  0.99972005   +0 54 26.8
 QF1699
 QF1699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1699!SPC ME E     -   0.99998259  x   0.99994408  =   0.99992667
 QF1699!UTM  19      -   0.99998259  x   0.99972005  =   0.99970265
 QF1699
 QF1699                          SUPERSEDED SURVEY CONTROL
 QF1699
 QF1699  NAD 83(1992)-  45 39 57.10004(N)    067 43 53.19948(W) AD(       ) 3
 QF1699  NAD 83(1986)-  45 39 57.10406(N)    067 43 53.21545(W) AD(       ) 3
 QF1699  NAD 27      -  45 39 56.88896(N)    067 43 55.19086(W) AD(       ) 3
 QF1699
 QF1699.Superseded values are not recommended for survey control.
 QF1699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1699.See file dsdata.txt to determine how the superseded data were derived.
 QF1699
 QF1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9881757706(NAD 83)
 QF1699_MARKER: Z = SEE DESCRIPTION
 QF1699_SETTING: 80 = SET IN A BOULDER
 QF1699_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF1699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1699+STABILITY: SURFACE MOTION
 QF1699
 QF1699  HISTORY     - Date     Condition        Report By
 QF1699  HISTORY     - 1917     MONUMENTED       IBC
 QF1699  HISTORY     - 1972     GOOD             IBC
 QF1699
 QF1699                          STATION DESCRIPTION
 QF1699
 QF1699'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (HOC)
 QF1699'IN FOREST CITY, NEW BRUNSWICK, 60 FEET S OF THE ROAD LEADING TO
 QF1699'GRAND LAKE WHERE CLARKS SAWMILL WAS, AND NE OF AND IN LINE WITH THE
 QF1699'DAM ACROSS THE OUTLET OF GRAND LAKE.  IT IS NEAR THE N SIDE OF AN
 QF1699'OPEN FIELD, AMONG A GROUP OF BOULDERS WITH BUSHES GROWING AMONG THEM.
 QF1699'
 QF1699'STATION MARK IS A STANDARD BOUNDARY REFERENCE POST SET IN A DRILL
 QF1699'HOLE IN A DIAMOND - SHAPED GRANITE BOULDER 2 FEET HIGH WHOSE SIDES
 QF1699'MEASURE 4, 4, 4 AND 3 FEET.
 QF1699
 QF1699                          STATION RECOVERY (1972)
 QF1699
 QF1699'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1699'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1697 ***********************************************************************
 QF1697  DESIGNATION -  REFERENCE MON 58=DOUBLE ROCK
 QF1697  PID         -  QF1697
 QF1697  STATE/COUNTY-  ME/WASHINGTON
 QF1697  USGS QUAD   -  FOREST CITY (1988)
 QF1697
 QF1697                         *CURRENT SURVEY CONTROL
 QF1697  ___________________________________________________________________
 QF1697* NAD 83(1996)-  45 39 50.02591(N)    067 43 53.06360(W)     ADJUSTED  
 QF1697* NAVD 88     -       130.     (meters)     427.     (feet)  SCALED    
 QF1697  ___________________________________________________________________
 QF1697  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 QF1697  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 QF1697
 QF1697  HORZ ORDER  -  THIRD
 QF1697
 QF1697.The horizontal coordinates were established by classical geodetic methods
 QF1697.and adjusted by the National Geodetic Survey in March 1998..
 QF1697
 QF1697.The orthometric height was scaled from a topographic map.
 QF1697
 QF1697.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1697
 QF1697.The geoid height was determined by GEOID03.
 QF1697
 QF1697;                    North         East     Units Scale Factor Converg.
 QF1697;SPC ME E     -   222,207.731   359,891.214   MT  0.99994409   +0 32 59.1
 QF1697;UTM  19      - 5,057,487.714   598,823.014   MT  0.99972007   +0 54 26.8
 QF1697
 QF1697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1697!SPC ME E     -   0.99998338  x   0.99994409  =   0.99992747
 QF1697!UTM  19      -   0.99998338  x   0.99972007  =   0.99970345
 QF1697
 QF1697                          SUPERSEDED SURVEY CONTROL
 QF1697
 QF1697  NAD 83(1992)-  45 39 50.02287(N)    067 43 53.06190(W) AD(       ) 3
 QF1697  NAD 83(1986)-  45 39 50.02687(N)    067 43 53.07783(W) AD(       ) 3
 QF1697  NAD 27      -  45 39 49.81300(N)    067 43 55.05400(W) AD(       ) 3
 QF1697
 QF1697.Superseded values are not recommended for survey control.
 QF1697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1697.See file dsdata.txt to determine how the superseded data were derived.
 QF1697
 QF1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9882357488(NAD 83)
 QF1697_MARKER: Z = SEE DESCRIPTION
 QF1697_SETTING: 80 = SET IN A BOULDER
 QF1697_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF1697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1697+STABILITY: SURFACE MOTION
 QF1697
 QF1697  HISTORY     - Date     Condition        Report By
 QF1697  HISTORY     - 1917     MONUMENTED       IBC
 QF1697  HISTORY     - 1972     GOOD             IBC
 QF1697
 QF1697                          STATION DESCRIPTION
 QF1697
 QF1697'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (HOC)
 QF1697'ON THE CANADIAN SHORE OF THE STREAM CONNECTING GRAND AND MUD LAKES
 QF1697'AND MIDWAY BETWEEN THE DAM AT THE OUTLET OF GRAND LAKE AND THE
 QF1697'HIGHWAY BRIDGE ACROSS THE STREAM AT FOREST CITY.  THE STATION IS ON A
 QF1697'LARGE SPLIT ROCK LOCALLY KNOWN AS MUSKRAT ROCK.  THE TOP PART IS
 QF1697'PINNED TO THE LOWER PART WITH TWO IRON PINS, EACH 1 INCH IN
 QF1697'DIAMETER AND 25 INCHES LONG.  THE TOP OF THE ROCK IS APPROXIMATELY
 QF1697'1.5 AND 2.7 METERS IN CROSS SECTION.  STATION IS AT WATERS EDGE, IN
 QF1697'A BAY, 300 FEET DOWNSTREAM FROM THE BEND IN THE STREAM BELOW THE DAM.
 QF1697'
 QF1697'STATION MARK IS A STANDARD REFERENCE POST SET IN A DRILL HOLE IN THE
 QF1697'ROCK.
 QF1697
 QF1697                          STATION RECOVERY (1972)
 QF1697
 QF1697'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1697'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1680 ***********************************************************************
 QF1680  DESIGNATION -  REFERENCE MON 59=WASP
 QF1680  PID         -  QF1680
 QF1680  STATE/COUNTY-  ME/WASHINGTON
 QF1680  USGS QUAD   -  FOREST CITY (1988)
 QF1680
 QF1680                         *CURRENT SURVEY CONTROL
 QF1680  ___________________________________________________________________
 QF1680* NAD 83(1996)-  45 39 46.94041(N)    067 43 38.93703(W)     ADJUSTED  
 QF1680* NAVD 88     -       132.     (meters)     433.     (feet)  SCALED    
 QF1680  ___________________________________________________________________
 QF1680  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 QF1680  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 QF1680
 QF1680  HORZ ORDER  -  THIRD
 QF1680
 QF1680.The horizontal coordinates were established by classical geodetic methods
 QF1680.and adjusted by the National Geodetic Survey in March 1998..
 QF1680
 QF1680.The orthometric height was scaled from a topographic map.
 QF1680
 QF1680.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1680
 QF1680.The geoid height was determined by GEOID03.
 QF1680
 QF1680;                    North         East     Units Scale Factor Converg.
 QF1680;SPC ME E     -   222,115.422   360,197.906   MT  0.99994454   +0 33 09.2
 QF1680;UTM  19      - 5,057,397.342   599,130.208   MT  0.99972081   +0 54 36.8
 QF1680
 QF1680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1680!SPC ME E     -   0.99998306  x   0.99994454  =   0.99992760
 QF1680!UTM  19      -   0.99998306  x   0.99972081  =   0.99970388
 QF1680
 QF1680                          SUPERSEDED SURVEY CONTROL
 QF1680
 QF1680  NAD 83(1992)-  45 39 46.93741(N)    067 43 38.93548(W) AD(       ) 3
 QF1680  NAD 83(1986)-  45 39 46.94145(N)    067 43 38.95136(W) AD(       ) 3
 QF1680  NAD 27      -  45 39 46.72865(N)    067 43 40.92944(W) AD(       ) 3
 QF1680
 QF1680.Superseded values are not recommended for survey control.
 QF1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1680.See file dsdata.txt to determine how the superseded data were derived.
 QF1680
 QF1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9913057397(NAD 83)
 QF1680_MARKER: Z = SEE DESCRIPTION
 QF1680_SETTING: 66 = SET IN ROCK OUTCROP
 QF1680
 QF1680  HISTORY     - Date     Condition        Report By
 QF1680  HISTORY     - 1917     MONUMENTED       IBC
 QF1680  HISTORY     - 1972     GOOD             IBC
 QF1680
 QF1680                          STATION DESCRIPTION
 QF1680
 QF1680'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (HOC)
 QF1680'ABOUT 8 FEET ABOVE AND 10 FEET N OF THE MAIN PART OF THE STREAM
 QF1680'CONNECTING GRAND AND MUD LAKES AT THE PLACE WHERE, WHEN THE STREAM IS
 QF1680'HIGH, A SMALL BRANCH LEAVES THE MAIN STREAM ON THE N, FLOWING ACROSS
 QF1680'THE BASE OF THE PENINSULA UPON WHICH THE MONUMENT STANDS AND ABOUT
 QF1680'200 FEET BELOW THE INTERNATIONAL HIGHWAY BRIDGE.
 QF1680'
 QF1680'STATION MARK IS A STANDARD BOUNDARY REFERENCE POST SET IN A DRILL
 QF1680'HOLE IN A LARGE OUTCROPPING ROCK LEDGE.
 QF1680
 QF1680                          STATION RECOVERY (1972)
 QF1680
 QF1680'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1680'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1783 ***********************************************************************
 QF1783  DESIGNATION -  REFERENCE MON 6
 QF1783  PID         -  QF1783
 QF1783  STATE/COUNTY-  ME/AROOSTOOK
 QF1783  USGS QUAD   -  NORTH AMITY (1989)
 QF1783
 QF1783                         *CURRENT SURVEY CONTROL
 QF1783  ___________________________________________________________________
 QF1783* NAD 83(1996)-  45 54 35.63669(N)    067 45 55.24326(W)     ADJUSTED  
 QF1783* NAVD 88     -       137.     (meters)     449.     (feet)  SCALED    
 QF1783  ___________________________________________________________________
 QF1783  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 QF1783  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 QF1783
 QF1783  HORZ ORDER  -  THIRD
 QF1783
 QF1783.The horizontal coordinates were established by classical geodetic methods
 QF1783.and adjusted by the National Geodetic Survey in March 1998..
 QF1783
 QF1783.The orthometric height was scaled from a topographic map.
 QF1783
 QF1783.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1783
 QF1783.The geoid height was determined by GEOID03.
 QF1783
 QF1783;                    North         East     Units Scale Factor Converg.
 QF1783;SPC ME E     -   249,522.656   356,995.326   MT  0.99993992   +0 31 39.6
 QF1783;UTM  19      - 5,084,777.830   595,757.000   MT  0.99971272   +0 53 12.7
 QF1783
 QF1783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1783!SPC ME E     -   0.99998225  x   0.99993992  =   0.99992217
 QF1783!UTM  19      -   0.99998225  x   0.99971272  =   0.99969497
 QF1783
 QF1783|---------------------------------------------------------------------|
 QF1783| PID    Reference Object                     Distance      Geod. Az  |
 QF1783|                                                           dddmmss.s |
 QF1783| QF1782 REFERENCE MON 7                      29.785 METERS 13935     |
 QF1783| QF1784 TRAVERSE STATION 16 IBC              26.463 METERS 31935     |
 QF1783|---------------------------------------------------------------------|
 QF1783
 QF1783                          SUPERSEDED SURVEY CONTROL
 QF1783
 QF1783  NAD 83(1992)-  45 54 35.63468(N)    067 45 55.24621(W) AD(       ) 4
 QF1783  NAD 83(1986)-  45 54 35.42861(N)    067 45 54.81449(W) AD(       ) 4
 QF1783  NAD 27      -  45 54 35.45441(N)    067 45 57.26057(W) AD(       ) 3
 QF1783
 QF1783.Superseded values are not recommended for survey control.
 QF1783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1783.See file dsdata.txt to determine how the superseded data were derived.
 QF1783
 QF1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9575784778(NAD 83)
 QF1783_MARKER: Z = SEE DESCRIPTION
 QF1783_SETTING: 0 = UNSPECIFIED SETTING
 QF1783
 QF1783  HISTORY     - Date     Condition        Report By
 QF1783  HISTORY     - 1913     MONUMENTED       IBC
 QF1783  HISTORY     - 1939     GOOD             IBC
 QF1783  HISTORY     - 1972     GOOD             IBC
 QF1783
 QF1783                          STATION DESCRIPTION
 QF1783
 QF1783'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1913 (JEM)
 QF1783'ON MONUMENT BROOK, ABOUT 3/4 MILE ABOVE THE MOUTH OF GLENDENNING
 QF1783'BROOK.  THE STATION IS S 40 DEGREES E, 26.46 METERS DISTANT, FROM
 QF1783'TRAVERSE STATION 16 AT GLENDENNING LANDING, 7.3 METERS FROM THE
 QF1783'STREAM, AND ON THE W SIDE OF THE ROAD.
 QF1783'
 QF1783'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE
 QF1783'POST SET IN A CONCRETE BASE.
 QF1783
 QF1783                          STATION RECOVERY (1939)
 QF1783
 QF1783'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1939 (JH)
 QF1783'NEARLY COVERED BY BACKWATER FROM BEAVER DAMS.
 QF1783
 QF1783                          STATION RECOVERY (1972)
 QF1783
 QF1783'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1783'THIS MONUMENT WAS RECOVERED AS DESCRIBED BY J HEFTY IN 1939.  A
 QF1783'WITNESS POST WAS PLACED 3 FEET, N 40 DEGREES W FROM THE REFERENCE
 QF1783'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1677 ***********************************************************************
 QF1677  DESIGNATION -  REFERENCE MON 60=CANAL
 QF1677  PID         -  QF1677
 QF1677  STATE/COUNTY-  ME/WASHINGTON
 QF1677  USGS QUAD   -  FOREST CITY (1988)
 QF1677
 QF1677                         *CURRENT SURVEY CONTROL
 QF1677  ___________________________________________________________________
 QF1677* NAD 83(1996)-  45 39 45.29129(N)    067 43 36.91212(W)     ADJUSTED  
 QF1677* NAVD 88     -       130.     (meters)     427.     (feet)  SCALED    
 QF1677  ___________________________________________________________________
 QF1677  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 QF1677  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 QF1677
 QF1677  HORZ ORDER  -  THIRD
 QF1677
 QF1677.The horizontal coordinates were established by classical geodetic methods
 QF1677.and adjusted by the National Geodetic Survey in March 1998..
 QF1677
 QF1677.The orthometric height was scaled from a topographic map.
 QF1677
 QF1677.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1677
 QF1677.The geoid height was determined by GEOID03.
 QF1677
 QF1677;                    North         East     Units Scale Factor Converg.
 QF1677;SPC ME E     -   222,064.936   360,242.228   MT  0.99994460   +0 33 10.6
 QF1677;UTM  19      - 5,057,347.144   599,174.834   MT  0.99972092   +0 54 38.3
 QF1677
 QF1677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1677!SPC ME E     -   0.99998338  x   0.99994460  =   0.99992798
 QF1677!UTM  19      -   0.99998338  x   0.99972092  =   0.99970430
 QF1677
 QF1677                          SUPERSEDED SURVEY CONTROL
 QF1677
 QF1677  NAD 83(1992)-  45 39 45.28832(N)    067 43 36.91058(W) AD(       ) 3
 QF1677  NAD 83(1986)-  45 39 45.29236(N)    067 43 36.92644(W) AD(       ) 3
 QF1677  NAD 27      -  45 39 45.07900(N)    067 43 38.90400(W) AD(       ) 3
 QF1677
 QF1677.Superseded values are not recommended for survey control.
 QF1677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1677.See file dsdata.txt to determine how the superseded data were derived.
 QF1677
 QF1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9917557347(NAD 83)
 QF1677_MARKER: Z = SEE DESCRIPTION
 QF1677_SETTING: 66 = SET IN ROCK OUTCROP
 QF1677
 QF1677  HISTORY     - Date     Condition        Report By
 QF1677  HISTORY     - 1917     MONUMENTED       IBC
 QF1677  HISTORY     - 1972     GOOD             IBC
 QF1677
 QF1677                          STATION DESCRIPTION
 QF1677
 QF1677'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (HOC)
 QF1677'ON THE S SHORE OF THE STREAM CONNECTING GRAND AND MUD LAKES, ABOUT
 QF1677'MIDWAY BETWEEN THE LAKES, AND ABOUT 120 METERS BELOW THE HIGHWAY
 QF1677'BRIDGE ACROSS THE STREAM AT FOREST CITY.  A CANAL SEPARATES THE LAND
 QF1677'ON WHICH THE MONUMENT STANDS FROM THE MAINLAND.  STATION IS 12 FEET S
 QF1677'OF THE MAIN STREAM AND 6 FEET N OF THE HIGH BANK ALONG THE CANAL.
 QF1677'
 QF1677'STATION MARK IS A STANDARD BOUNDARY REFERENCE POST SET IN A DRILL
 QF1677'HOLE IN A TRIANGULAR-SHAPED ROCK OUTCROP 4 FEET ON A SIDE AND 2 FEET
 QF1677'HIGH.
 QF1677
 QF1677                          STATION RECOVERY (1972)
 QF1677
 QF1677'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1677'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1671 ***********************************************************************
 QF1671  DESIGNATION -  REFERENCE MON 61=FIELD 2
 QF1671  PID         -  QF1671
 QF1671  STATE/COUNTY-  ME/WASHINGTON
 QF1671  USGS QUAD   -  FOREST CITY (1988)
 QF1671
 QF1671                         *CURRENT SURVEY CONTROL
 QF1671  ___________________________________________________________________
 QF1671* NAD 83(1996)-  45 39 51.42316(N)    067 43 27.25264(W)     ADJUSTED  
 QF1671* NAVD 88     -       130.     (meters)     427.     (feet)  SCALED    
 QF1671  ___________________________________________________________________
 QF1671  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 QF1671  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 QF1671
 QF1671  HORZ ORDER  -  THIRD
 QF1671
 QF1671.The horizontal coordinates were established by classical geodetic methods
 QF1671.and adjusted by the National Geodetic Survey in March 1998..
 QF1671
 QF1671.The orthometric height was scaled from a topographic map.
 QF1671
 QF1671.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1671
 QF1671.The geoid height was determined by GEOID03.
 QF1671
 QF1671;                    North         East     Units Scale Factor Converg.
 QF1671;SPC ME E     -   222,256.251   360,449.482   MT  0.99994491   +0 33 17.6
 QF1671;UTM  19      - 5,057,539.706   599,380.844   MT  0.99972142   +0 54 45.3
 QF1671
 QF1671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1671!SPC ME E     -   0.99998338  x   0.99994491  =   0.99992829
 QF1671!UTM  19      -   0.99998338  x   0.99972142  =   0.99970480
 QF1671
 QF1671|---------------------------------------------------------------------|
 QF1671| PID    Reference Object                     Distance      Geod. Az  |
 QF1671|                                                           dddmmss.s |
 QF1671| QF1668 BRABAZON 1 IBC                       63.370 METERS 01044     |
 QF1671| QF1660 REFERENCE MON 62=WOODS              403.481 METERS 1420412.9 |
 QF1671| QF1662 TASSEL IBC                          APPROX. 0.6 KM 1624538.3 |
 QF1671| QF1677 REFERENCE MON 60=CANAL              282.071 METERS 22751     |
 QF1671| QF1680 REFERENCE MON 59=WASP               288.326 METERS 24119     |
 QF1671| QF1686 FOREST CITY BAPTIST CH SP           330.260 METERS 27858     |
 QF1671|---------------------------------------------------------------------|
 QF1671
 QF1671                          SUPERSEDED SURVEY CONTROL
 QF1671
 QF1671  NAD 83(1992)-  45 39 51.42015(N)    067 43 27.25121(W) AD(       ) 3
 QF1671  NAD 83(1986)-  45 39 51.42422(N)    067 43 27.26710(W) AD(       ) 3
 QF1671  NAD 27      -  45 39 51.21336(N)    067 43 29.23853(W) AD(       ) 3
 QF1671
 QF1671.Superseded values are not recommended for survey control.
 QF1671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1671.See file dsdata.txt to determine how the superseded data were derived.
 QF1671
 QF1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9938157540(NAD 83)
 QF1671_MARKER: Z = SEE DESCRIPTION
 QF1671_SETTING: 80 = SET IN A BOULDER
 QF1671_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF1671
 QF1671  HISTORY     - Date     Condition        Report By
 QF1671  HISTORY     - 1917     MONUMENTED       IBC
 QF1671  HISTORY     - 1972     GOOD             IBC
 QF1671
 QF1671                          STATION DESCRIPTION
 QF1671
 QF1671'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (HOC)
 QF1671'IN DENSE ALDERS 50 FEET N OF THE STREAM CONNECTING GRAND AND MUD
 QF1671'LAKES, OPPOSITE THE LARGE TRIANGULAR ISLAND IN THE STREAM.  STATION
 QF1671'IS 200 FEET S OF THE ROAD FROM FOREST CITY, NB, TO MUD LAKE, AND 50
 QF1671'FEET S OF THE OPEN PASTURE LAND.
 QF1671'
 QF1671'STATION MARK IS A REGULAR BOUNDARY REFERENCE POST SET IN A DRILL
 QF1671'HOLE IN A ROCK 4 BY 5 FEET AND 1-1/2 FEET HIGH, 208.07 FEET S OF
 QF1671'BRABAZON 1.
 QF1671
 QF1671                          STATION RECOVERY (1972)
 QF1671
 QF1671'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1671'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1660 ***********************************************************************
 QF1660  DESIGNATION -  REFERENCE MON 62=WOODS
 QF1660  PID         -  QF1660
 QF1660  STATE/COUNTY-  ME/WASHINGTON
 QF1660  USGS QUAD   -  FOREST CITY (1988)
 QF1660
 QF1660                         *CURRENT SURVEY CONTROL
 QF1660  ___________________________________________________________________
 QF1660* NAD 83(1996)-  45 39 41.11477(N)    067 43 15.79604(W)     ADJUSTED  
 QF1660* NAVD 88     -       130.     (meters)     427.     (feet)  SCALED    
 QF1660  ___________________________________________________________________
 QF1660  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 QF1660  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 QF1660
 QF1660  HORZ ORDER  -  THIRD
 QF1660
 QF1660.The horizontal coordinates were established by classical geodetic methods
 QF1660.and adjusted by the National Geodetic Survey in March 1998..
 QF1660
 QF1660.The orthometric height was scaled from a topographic map.
 QF1660
 QF1660.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1660
 QF1660.The geoid height was determined by GEOID03.
 QF1660
 QF1660;                    North         East     Units Scale Factor Converg.
 QF1660;SPC ME E     -   221,940.433   360,700.556   MT  0.99994528   +0 33 25.7
 QF1660;UTM  19      - 5,057,225.532   599,633.828   MT  0.99972204   +0 54 53.3
 QF1660
 QF1660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1660!SPC ME E     -   0.99998338  x   0.99994528  =   0.99992866
 QF1660!UTM  19      -   0.99998338  x   0.99972204  =   0.99970542
 QF1660
 QF1660|---------------------------------------------------------------------|
 QF1660| PID    Reference Object                     Distance      Geod. Az  |
 QF1660|                                                           dddmmss.s |
 QF1660| QF1662 TASSEL IBC                          225.192 METERS 20202     |
 QF1660| QF1671 REFERENCE MON 61=FIELD 2            403.481 METERS 3220421.1 |
 QF1660|---------------------------------------------------------------------|
 QF1660
 QF1660                          SUPERSEDED SURVEY CONTROL
 QF1660
 QF1660  NAD 83(1992)-  45 39 41.11176(N)    067 43 15.79457(W) AD(       ) 3
 QF1660  NAD 83(1986)-  45 39 41.11582(N)    067 43 15.81038(W) AD(       ) 3
 QF1660  NAD 27      -  45 39 40.90000(N)    067 43 17.78200(W) AD(       ) 3
 QF1660
 QF1660.Superseded values are not recommended for survey control.
 QF1660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1660.See file dsdata.txt to determine how the superseded data were derived.
 QF1660
 QF1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9963457226(NAD 83)
 QF1660_MARKER: Z = SEE DESCRIPTION
 QF1660_SETTING: 0 = UNSPECIFIED SETTING
 QF1660
 QF1660  HISTORY     - Date     Condition        Report By
 QF1660  HISTORY     - 1917     MONUMENTED       IBC
 QF1660  HISTORY     - 1972     GOOD             IBC
 QF1660
 QF1660                          STATION DESCRIPTION
 QF1660
 QF1660'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (HOC)
 QF1660'ABOUT 60 FEET S OF FOREST STREAM, THE OUTLET OF GRAND LAKE, AMONG
 QF1660'FERNS IN A FAIRLY OPEN GROWTH OF BIRCH AND CEDAR TREES IN THE BIG
 QF1660'BEND OF THE STREAM ABOUT 800 FEET ABOVE MUD LAKE.  A LINE FROM THE N
 QF1660'END OF THE LARGE TRIANGULAR GRASSY ISLAND IN THE STREAM TO THE
 QF1660'MONUMENT PASSES 30 FEET E OF A POINT OF LAND ON THE US SHORE BETWEEN
 QF1660'THEM.
 QF1660'
 QF1660'STATION MARK IS A STANDARD BOUNDARY REFERENCE POST SET IN A CONCRETE
 QF1660'BASE.
 QF1660
 QF1660                          STATION RECOVERY (1972)
 QF1660
 QF1660'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1660'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1656 ***********************************************************************
 QF1656  DESIGNATION -  REFERENCE MON 63=ISLAND
 QF1656  PID         -  QF1656
 QF1656  STATE/COUNTY-  ME/WASHINGTON
 QF1656  USGS QUAD   -  FOREST CITY (1988)
 QF1656
 QF1656                         *CURRENT SURVEY CONTROL
 QF1656  ___________________________________________________________________
 QF1656* NAD 83(1996)-  45 39 53.43930(N)    067 43 08.48710(W)     ADJUSTED  
 QF1656* NAVD 88     -       131.     (meters)     430.     (feet)  SCALED    
 QF1656  ___________________________________________________________________
 QF1656  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 QF1656  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 QF1656
 QF1656  HORZ ORDER  -  THIRD
 QF1656
 QF1656.The horizontal coordinates were established by classical geodetic methods
 QF1656.and adjusted by the National Geodetic Survey in March 1998..
 QF1656
 QF1656.The orthometric height was scaled from a topographic map.
 QF1656
 QF1656.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1656
 QF1656.The geoid height was determined by GEOID03.
 QF1656
 QF1656;                    North         East     Units Scale Factor Converg.
 QF1656;SPC ME E     -   222,322.437   360,855.058   MT  0.99994552   +0 33 31.0
 QF1656;UTM  19      - 5,057,608.408   599,785.908   MT  0.99972242   +0 54 58.7
 QF1656
 QF1656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1656!SPC ME E     -   0.99998322  x   0.99994552  =   0.99992874
 QF1656!UTM  19      -   0.99998322  x   0.99972242  =   0.99970565
 QF1656
 QF1656|---------------------------------------------------------------------|
 QF1656| PID    Reference Object                     Distance      Geod. Az  |
 QF1656|                                                           dddmmss.s |
 QF1656| QF1732 REFERENCE MON 64=PORTAGE            356.726 METERS 03750     |
 QF1656| QF1667 GOULD IBC                           APPROX. 0.6 KM 3195114.9 |
 QF1656|---------------------------------------------------------------------|
 QF1656
 QF1656                          SUPERSEDED SURVEY CONTROL
 QF1656
 QF1656  NAD 83(1992)-  45 39 53.43630(N)    067 43 08.48557(W) AD(       ) 3
 QF1656  NAD 83(1986)-  45 39 53.44043(N)    067 43 08.50140(W) AD(       ) 3
 QF1656  NAD 27      -  45 39 53.22100(N)    067 43 10.47300(W) AD(       ) 3
 QF1656
 QF1656.Superseded values are not recommended for survey control.
 QF1656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1656.See file dsdata.txt to determine how the superseded data were derived.
 QF1656
 QF1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9978657608(NAD 83)
 QF1656_MARKER: Z = SEE DESCRIPTION
 QF1656_SETTING: 80 = SET IN A BOULDER
 QF1656_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF1656
 QF1656  HISTORY     - Date     Condition        Report By
 QF1656  HISTORY     - 1917     MONUMENTED       IBC
 QF1656  HISTORY     - 1972     GOOD             IBC
 QF1656
 QF1656                          STATION DESCRIPTION
 QF1656
 QF1656'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (HOC)
 QF1656'IN THE EDGE OF THE TIMBER ON E SIDE OF THE ISLAND IN MUD LAKE, ON THE
 QF1656'N SIDE OF THE MOUTH OF THE STREAM FROM GRAND LAKE.
 QF1656'
 QF1656'STATION MARK IS A STANDARD BOUNDARY REFERENCE POST SET IN A
 QF1656'TRIANGULAR ROCK WHOSE SIDES ARE ABOUT 10, 10, AND 7 FEET, PROJECTING
 QF1656'NEARLY 4 FEET ABOVE THE GROUND.
 QF1656
 QF1656                          STATION RECOVERY (1972)
 QF1656
 QF1656'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1656'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1654 ***********************************************************************
 QF1654  DESIGNATION -  REFERENCE MON 64 46 ECC
 QF1654  PID         -  QF1654
 QF1654  STATE/COUNTY-  ME/WASHINGTON
 QF1654  USGS QUAD   -  FOREST CITY (1988)
 QF1654
 QF1654                         *CURRENT SURVEY CONTROL
 QF1654  ___________________________________________________________________
 QF1654* NAD 83(1996)-  45 40 02.11811(N)    067 42 58.14078(W)     ADJUSTED  
 QF1654* NAVD 88     -       130.     (meters)     427.     (feet)  SCALED    
 QF1654  ___________________________________________________________________
 QF1654  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 QF1654  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 QF1654
 QF1654  HORZ ORDER  -  THIRD
 QF1654
 QF1654.The horizontal coordinates were established by classical geodetic methods
 QF1654.and adjusted by the National Geodetic Survey in March 1998..
 QF1654
 QF1654.The orthometric height was scaled from a topographic map.
 QF1654
 QF1654.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1654
 QF1654.The geoid height was determined by GEOID03.
 QF1654
 QF1654;                    North         East     Units Scale Factor Converg.
 QF1654;SPC ME E     -   222,592.543   361,076.381   MT  0.99994585   +0 33 38.5
 QF1654;UTM  19      - 5,057,879.829   600,005.492   MT  0.99972296   +0 55 06.3
 QF1654
 QF1654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1654!SPC ME E     -   0.99998338  x   0.99994585  =   0.99992923
 QF1654!UTM  19      -   0.99998338  x   0.99972296  =   0.99970634
 QF1654
 QF1654:                Primary Azimuth Mark                     Grid Az
 QF1654:SPC ME E     -  LARK                                     304 46 46.4
 QF1654:UTM  19      -  LARK                                     304 25 18.6
 QF1654
 QF1654|---------------------------------------------------------------------|
 QF1654| PID    Reference Object                     Distance      Geod. Az  |
 QF1654|                                                           dddmmss.s |
 QF1654| QF1719 LARK                                APPROX. 2.3 KM 3052024.9 |
 QF1654|---------------------------------------------------------------------|
 QF1654
 QF1654                          SUPERSEDED SURVEY CONTROL
 QF1654
 QF1654  NAD 83(1992)-  45 40 02.11509(N)    067 42 58.13923(W) AD(       ) 3
 QF1654  NAD 83(1986)-  45 40 02.11927(N)    067 42 58.15487(W) AD(       ) 3
 QF1654  NAD 27      -  45 40 01.90000(N)    067 43 00.12600(W) AD(       ) 3
 QF1654
 QF1654.Superseded values are not recommended for survey control.
 QF1654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1654.See file dsdata.txt to determine how the superseded data were derived.
 QF1654
 QF1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL0000557880(NAD 83)
 QF1654_MARKER: H = DRILL HOLE
 QF1654_SETTING: 80 = SET IN A BOULDER
 QF1654_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 QF1654
 QF1654  HISTORY     - Date     Condition        Report By
 QF1654  HISTORY     - 1946     MONUMENTED       IBC
 QF1654  HISTORY     - 1972     GOOD             IBC
 QF1654
 QF1654                          STATION DESCRIPTION
 QF1654
 QF1654'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF1654'A DRILL HOLE IN A FLAT ROCK 5 BY 7 FEET AND 2 FEET HIGH, 15 FEET
 QF1654'OUTSIDE THE LINE OF BUSHES ON THE E SIDE OF MUD LAKE, 20 FEET
 QF1654'OUTSIDE WATER LINE, AND 48.67 FEET SW OF REFERENCE MONUMENT 64.
 QF1654
 QF1654                          STATION RECOVERY (1972)
 QF1654
 QF1654'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1654'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1733 ***********************************************************************
 QF1733  DESIGNATION -  REFERENCE MON 64 46
 QF1733  PID         -  QF1733
 QF1733  STATE/COUNTY-  ME/WASHINGTON
 QF1733  USGS QUAD   -  FOREST CITY (1988)
 QF1733
 QF1733                         *CURRENT SURVEY CONTROL
 QF1733  ___________________________________________________________________
 QF1733* NAD 83(1996)-  45 40 02.56932(N)    067 42 58.37642(W)     ADJUSTED  
 QF1733* NAVD 88     -       130.     (meters)     427.     (feet)  SCALED    
 QF1733  ___________________________________________________________________
 QF1733  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 QF1733  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 QF1733
 QF1733  HORZ ORDER  -  THIRD
 QF1733
 QF1733.The horizontal coordinates were established by classical geodetic methods
 QF1733.and adjusted by the National Geodetic Survey in March 1998..
 QF1733
 QF1733.The orthometric height was scaled from a topographic map.
 QF1733
 QF1733.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1733
 QF1733.The geoid height was determined by GEOID03.
 QF1733
 QF1733;                    North         East     Units Scale Factor Converg.
 QF1733;SPC ME E     -   222,606.422   361,071.145   MT  0.99994584   +0 33 38.4
 QF1733;UTM  19      - 5,057,893.672   600,000.170   MT  0.99972294   +0 55 06.1
 QF1733
 QF1733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1733!SPC ME E     -   0.99998338  x   0.99994584  =   0.99992922
 QF1733!UTM  19      -   0.99998338  x   0.99972294  =   0.99970632
 QF1733
 QF1733                          SUPERSEDED SURVEY CONTROL
 QF1733
 QF1733  NAD 83(1992)-  45 40 02.56629(N)    067 42 58.37487(W) AD(       ) 3
 QF1733  NAD 83(1986)-  45 40 02.57047(N)    067 42 58.39051(W) AD(       ) 3
 QF1733  NAD 27      -  45 40 02.35122(N)    067 43 00.36163(W) AD(       ) 3
 QF1733
 QF1733.Superseded values are not recommended for survey control.
 QF1733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1733.See file dsdata.txt to determine how the superseded data were derived.
 QF1733
 QF1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL0000057894(NAD 83)
 QF1733_MARKER: Z = SEE DESCRIPTION
 QF1733_SETTING: 80 = SET IN A BOULDER
 QF1733_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF1733
 QF1733  HISTORY     - Date     Condition        Report By
 QF1733  HISTORY     - 1946     MONUMENTED       IBC
 QF1733  HISTORY     - 1972     GOOD             IBC
 QF1733
 QF1733                          STATION DESCRIPTION
 QF1733
 QF1733'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF1733'ON THE E SHORE OF MUD LAKE, OPPOSITE THE MOUTH OF THE RIVER THAT
 QF1733'CONNECTS GRAND AND MUD LAKES, AND ABOUT 91 METERS N OF THE---JOE
 QF1733'LOUIE CARRY---(PORTAGE) TO SPEDNIK LAKE.  THE STATION IS ON AN
 QF1733'IRREGULARLY - TOPPED SPLIT ROCK, IN THE BUSH, ABOUT 9 METERS FROM THE
 QF1733'SHORE.  STATION IS IN EDGE OF BUSHES.
 QF1733'
 QF1733'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE
 QF1733'POST SET IN A DRILL HOLE IN THE ROCK.  A CROSS WITHIN A TRIANGLE IS
 QF1733'CUT IN A LOW ROCK 3.7 METERS DIRECTLY INLAND FROM THE STATION, A
 QF1733'SECOND CROSS WITHIN A TRIANGLE IS CUT IN A ROCK 3.4 METERS TO THE S
 QF1733'OF THE STATION, AND A THIRD CROSS WITHIN A TRIANGLE IS CUT IN A
 QF1733'LARGE BOULDER 15.8 METERS N AND INLAND FROM THE STATION.
 QF1733
 QF1733                          STATION RECOVERY (1972)
 QF1733
 QF1733'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1733'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1732 ***********************************************************************
 QF1732  DESIGNATION -  REFERENCE MON 64=PORTAGE
 QF1732  PID         -  QF1732
 QF1732  STATE/COUNTY-  ME/WASHINGTON
 QF1732  USGS QUAD   -  FOREST CITY (1988)
 QF1732
 QF1732                         *CURRENT SURVEY CONTROL
 QF1732  ___________________________________________________________________
 QF1732* NAD 83(1996)-  45 40 02.56437(N)    067 42 58.37800(W)     ADJUSTED  
 QF1732* NAVD 88     -       130.     (meters)     427.     (feet)  SCALED    
 QF1732  ___________________________________________________________________
 QF1732  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 QF1732  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 QF1732
 QF1732  HORZ ORDER  -  THIRD
 QF1732
 QF1732.The horizontal coordinates were established by classical geodetic methods
 QF1732.and adjusted by the National Geodetic Survey in March 1998..
 QF1732
 QF1732.The orthometric height was scaled from a topographic map.
 QF1732
 QF1732.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1732
 QF1732.The geoid height was determined by GEOID03.
 QF1732
 QF1732;                    North         East     Units Scale Factor Converg.
 QF1732;SPC ME E     -   222,606.269   361,071.112   MT  0.99994584   +0 33 38.4
 QF1732;UTM  19      - 5,057,893.519   600,000.138   MT  0.99972294   +0 55 06.1
 QF1732
 QF1732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1732!SPC ME E     -   0.99998338  x   0.99994584  =   0.99992922
 QF1732!UTM  19      -   0.99998338  x   0.99972294  =   0.99970632
 QF1732
 QF1732|---------------------------------------------------------------------|
 QF1732| PID    Reference Object                     Distance      Geod. Az  |
 QF1732|                                                           dddmmss.s |
 QF1732| QF1656 REFERENCE MON 63=ISLAND             356.726 METERS 21750     |
 QF1732|---------------------------------------------------------------------|
 QF1732
 QF1732                          SUPERSEDED SURVEY CONTROL
 QF1732
 QF1732  NAD 83(1992)-  45 40 02.56132(N)    067 42 58.37649(W) AD(       ) 3
 QF1732  NAD 83(1986)-  45 40 02.56552(N)    067 42 58.39231(W) AD(       ) 3
 QF1732  NAD 27      -  45 40 02.34800(N)    067 43 00.36000(W) AD(       ) 3
 QF1732
 QF1732.Superseded values are not recommended for survey control.
 QF1732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1732.See file dsdata.txt to determine how the superseded data were derived.
 QF1732
 QF1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL0000057894(NAD 83)
 QF1732_MARKER: Z = SEE DESCRIPTION
 QF1732_SETTING: 80 = SET IN A BOULDER
 QF1732_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF1732
 QF1732  HISTORY     - Date     Condition        Report By
 QF1732  HISTORY     - 1912     MONUMENTED       IBC
 QF1732  HISTORY     - 1972     GOOD             IBC
 QF1732
 QF1732                          STATION DESCRIPTION
 QF1732
 QF1732'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (AJB)
 QF1732'ON THE E SHORE OF MUD LAKE, OPPOSITE THE MOUTH OF THE RIVER THAT
 QF1732'CONNECTS GRAND AND MUD LAKES, AND ABOUT 91 METERS N OF THE---JOE
 QF1732'LOUIE CARRY---(PORTAGE) TO SPEDNIK LAKE.  THE STATION IS ON AN
 QF1732'IRREGULARLY - TOPPED SPLIT ROCK, IN THE BUSH, ABOUT 9 METERS FROM THE
 QF1732'SHORE.  STATION IS IN EDGE OF BUSHES.
 QF1732'
 QF1732'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE POST
 QF1732'SET IN A DRILL HOLE IN THE ROCK.  A CROSS WITHIN A TRIANGLE IS CUT IN
 QF1732'A LOW ROCK 3.7 METERS DIRECTLY INLAND FROM THE STATION, A SECOND
 QF1732'CROSS WITHIN A TRIANGLE IS CUT IN A ROCK 3.4 METERS TO THE S OF THE
 QF1732'STATION, AND A THIRD CROSS WITHIN A TRIANGLE IS CUT IN A LARGE
 QF1732'BOULDER 15.8 METERS N AND INLAND FROM THE STATION.
 QF1732
 QF1732                          STATION RECOVERY (1972)
 QF1732
 QF1732'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1732'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1675 ***********************************************************************
 QF1675  DESIGNATION -  REFERENCE MON 65=LUNCH
 QF1675  PID         -  QF1675
 QF1675  STATE/COUNTY-  ME/WASHINGTON
 QF1675  USGS QUAD   -  FOREST CITY (1988)
 QF1675
 QF1675                         *CURRENT SURVEY CONTROL
 QF1675  ___________________________________________________________________
 QF1675* NAD 83(1996)-  45 40 15.05707(N)    067 43 31.91055(W)     ADJUSTED  
 QF1675* NAVD 88     -       131.     (meters)     430.     (feet)  SCALED    
 QF1675  ___________________________________________________________________
 QF1675  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 QF1675  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 QF1675
 QF1675  HORZ ORDER  -  THIRD
 QF1675
 QF1675.The horizontal coordinates were established by classical geodetic methods
 QF1675.and adjusted by the National Geodetic Survey in March 1998..
 QF1675
 QF1675.The orthometric height was scaled from a topographic map.
 QF1675
 QF1675.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1675
 QF1675.The geoid height was determined by GEOID03.
 QF1675
 QF1675;                    North         East     Units Scale Factor Converg.
 QF1675;SPC ME E     -   222,984.864   360,341.606   MT  0.99994475   +0 33 14.5
 QF1675;UTM  19      - 5,058,267.469   599,268.446   MT  0.99972115   +0 54 42.3
 QF1675
 QF1675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1675!SPC ME E     -   0.99998322  x   0.99994475  =   0.99992797
 QF1675!UTM  19      -   0.99998322  x   0.99972115  =   0.99970438
 QF1675
 QF1675:                Primary Azimuth Mark                     Grid Az
 QF1675:SPC ME E     -  DRY IBC                                  086 24 30.8
 QF1675:UTM  19      -  DRY IBC                                  086 03 03.0
 QF1675
 QF1675|---------------------------------------------------------------------|
 QF1675| PID    Reference Object                     Distance      Geod. Az  |
 QF1675|                                                           dddmmss.s |
 QF1675| QF1659 DRY IBC                             435.578 METERS 0865745.3 |
 QF1675| QF1676 STAG IBC                            408.245 METERS 3585809.0 |
 QF1675|---------------------------------------------------------------------|
 QF1675
 QF1675                          SUPERSEDED SURVEY CONTROL
 QF1675
 QF1675  NAD 83(1992)-  45 40 15.05400(N)    067 43 31.90892(W) AD(       ) 3
 QF1675  NAD 83(1986)-  45 40 15.05821(N)    067 43 31.92501(W) AD(       ) 3
 QF1675  NAD 27      -  45 40 14.83900(N)    067 43 33.89400(W) AD(       ) 3
 QF1675
 QF1675.Superseded values are not recommended for survey control.
 QF1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1675.See file dsdata.txt to determine how the superseded data were derived.
 QF1675
 QF1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9926858267(NAD 83)
 QF1675_MARKER: Z = SEE DESCRIPTION
 QF1675_SETTING: 80 = SET IN A BOULDER
 QF1675_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF1675
 QF1675  HISTORY     - Date     Condition        Report By
 QF1675  HISTORY     - 1917     MONUMENTED       IBC
 QF1675  HISTORY     - 1972     GOOD             IBC
 QF1675
 QF1675                          STATION DESCRIPTION
 QF1675
 QF1675'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (HOC)
 QF1675'ON THE W SHORE OF MUD LAKE, ON A PROMINENT ROUNDED POINT OF THE
 QF1675'SHORELINE, 900 METERS N OF THE MOUTH OF THE RIVER CONNECTING GRAND
 QF1675'MUD LAKES.  THE STATION IS ON A RIDGE - SHAPED BOULDER WHOSE BASE IS
 QF1675'ABOUT 2.7 METERS SQUARE.  THE RIDGE OF THE BOULDER IS 2.7 METERS
 QF1675'LONG AND 1.2 METERS HIGH.  THE STATION IS 10 FEET INSIDE THE LINE OF
 QF1675'BUSHES, BUT JUST OUTSIDE THE TREE LINE, 50 FEET FROM THE LAKE, 80
 QF1675'FEET S OF A POINT OF TREES, AND ABOUT 110 FEET S OF A FENCE ENDING AT
 QF1675'THE EDGE OF THE LAKE.
 QF1675'
 QF1675'STATION MARK IS A STANDARD BOUNDARY REFERENCE POST SET IN A DRILL
 QF1675'HOLE IN THE BOULDER.
 QF1675
 QF1675                          STATION RECOVERY (1972)
 QF1675
 QF1675'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1675'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1683 ***********************************************************************
 QF1683  DESIGNATION -  REFERENCE MON 66=SPLIT
 QF1683  PID         -  QF1683
 QF1683  STATE/COUNTY-  ME/WASHINGTON
 QF1683  USGS QUAD   -  FOREST CITY (1988)
 QF1683
 QF1683                         *CURRENT SURVEY CONTROL
 QF1683  ___________________________________________________________________
 QF1683* NAD 83(1996)-  45 40 34.74085(N)    067 43 40.64430(W)     ADJUSTED  
 QF1683* NAVD 88     -       130.     (meters)     427.     (feet)  SCALED    
 QF1683  ___________________________________________________________________
 QF1683  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 QF1683  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 QF1683
 QF1683  HORZ ORDER  -  THIRD
 QF1683
 QF1683.The horizontal coordinates were established by classical geodetic methods
 QF1683.and adjusted by the National Geodetic Survey in March 1998..
 QF1683
 QF1683.The orthometric height was scaled from a topographic map.
 QF1683
 QF1683.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1683
 QF1683.The geoid height was determined by GEOID03.
 QF1683
 QF1683;                    North         East     Units Scale Factor Converg.
 QF1683;SPC ME E     -   223,590.686   360,146.728   MT  0.99994446   +0 33 08.4
 QF1683;UTM  19      - 5,058,871.927   599,069.833   MT  0.99972067   +0 54 36.4
 QF1683
 QF1683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1683!SPC ME E     -   0.99998338  x   0.99994446  =   0.99992784
 QF1683!UTM  19      -   0.99998338  x   0.99972067  =   0.99970405
 QF1683
 QF1683|---------------------------------------------------------------------|
 QF1683| PID    Reference Object                     Distance      Geod. Az  |
 QF1683|                                                           dddmmss.s |
 QF1683| QF1676 STAG IBC                            269.852 METERS 13741     |
 QF1683| QF1682 SOUTH BASE IBC                      343.422 METERS 17825     |
 QF1683| QF1692 NORTH BASE IBC                      204.002 METERS 24524     |
 QF1683| QF1701 MILK IBC                            366.142 METERS 29849     |
 QF1683| QF1691 BUTTER IBC                          300.828 METERS 33028     |
 QF1683|---------------------------------------------------------------------|
 QF1683
 QF1683                          SUPERSEDED SURVEY CONTROL
 QF1683
 QF1683  NAD 83(1992)-  45 40 34.73767(N)    067 43 40.64257(W) AD(       ) 3
 QF1683  NAD 83(1986)-  45 40 34.74201(N)    067 43 40.65875(W) AD(       ) 3
 QF1683  NAD 27      -  45 40 34.52300(N)    067 43 42.62600(W) AD(       ) 3
 QF1683
 QF1683.Superseded values are not recommended for survey control.
 QF1683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1683.See file dsdata.txt to determine how the superseded data were derived.
 QF1683
 QF1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9907058872(NAD 83)
 QF1683_MARKER: Z = SEE DESCRIPTION
 QF1683_SETTING: 80 = SET IN A BOULDER
 QF1683_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF1683
 QF1683  HISTORY     - Date     Condition        Report By
 QF1683  HISTORY     - 1912     MONUMENTED       IBC
 QF1683  HISTORY     - 1972     GOOD             IBC
 QF1683
 QF1683                          STATION DESCRIPTION
 QF1683
 QF1683'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (AJB)
 QF1683'ON THE E SHORE OF MUD LAKE, ABOUT 0.9 MILE N OF FOREST CITY.  THE
 QF1683'SHORE IN THE VICINITY IS VERY ROCKY AND THE STATION IS ON A SPLIT
 QF1683'ROCK THAT IS 32.9 METERS S OF THE LINE FENCE BETWEEN THE FARMS OF
 QF1683'HARVEY BOONE AND GEORGE BOONE PRODUCED ACROSS THE LAKE.  STATION IS
 QF1683'50 FEET N OF THE PLACE WHERE THE LEDGE EMERGES FROM THE LAKE TO FORM
 QF1683'A POINT AND 20 FEET BACK FROM THE LAKE, IN THE EDGE OF THE TREES.
 QF1683'
 QF1683'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE POST
 QF1683'SET IN A DRILL HOLE IN THE ROCK.  A CROSS WITHIN A TRIANGLE IS CUT IN
 QF1683'A LARGE, LOW ROCK 8.4 METERS LAKEWARDS FROM THE STATION.  A CROSS
 QF1683'WITHIN A TRIANGLE IS CUT IN A LARGE, LOW, FLAT ROCK 8.4 METERS N OF
 QF1683'THE STATION.  A CROSS WITHIN A TRIANGLE IS CUT IN A LARGE BOULDER
 QF1683'JUST INSIDE THE TREE LINE 8.2 METERS S OF THE STATION.  THE STATION
 QF1683'IS 0.4 METER W OF THE LINE JOINING THE LAST TWO CROSSES.
 QF1683
 QF1683                          STATION RECOVERY (1972)
 QF1683
 QF1683'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1683'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1705 ***********************************************************************
 QF1705  DESIGNATION -  REFERENCE MON 67=CAN
 QF1705  PID         -  QF1705
 QF1705  STATE/COUNTY-  ME/WASHINGTON
 QF1705  USGS QUAD   -  FOREST CITY (1988)
 QF1705
 QF1705                         *CURRENT SURVEY CONTROL
 QF1705  ___________________________________________________________________
 QF1705* NAD 83(1996)-  45 40 51.78618(N)    067 43 58.81281(W)     ADJUSTED  
 QF1705* NAVD 88     -       131.     (meters)     430.     (feet)  SCALED    
 QF1705  ___________________________________________________________________
 QF1705  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 QF1705  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 QF1705
 QF1705  HORZ ORDER  -  THIRD
 QF1705
 QF1705.The horizontal coordinates were established by classical geodetic methods
 QF1705.and adjusted by the National Geodetic Survey in March 1998..
 QF1705
 QF1705.The orthometric height was scaled from a topographic map.
 QF1705
 QF1705.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1705
 QF1705.The geoid height was determined by GEOID03.
 QF1705
 QF1705;                    North         East     Units Scale Factor Converg.
 QF1705;SPC ME E     -   224,113.105   359,748.512   MT  0.99994388   +0 32 55.6
 QF1705;UTM  19      - 5,059,391.733   598,668.453   MT  0.99971969   +0 54 23.6
 QF1705
 QF1705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1705!SPC ME E     -   0.99998322  x   0.99994388  =   0.99992710
 QF1705!UTM  19      -   0.99998322  x   0.99971969  =   0.99970292
 QF1705
 QF1705|---------------------------------------------------------------------|
 QF1705| PID    Reference Object                     Distance      Geod. Az  |
 QF1705|                                                           dddmmss.s |
 QF1705| QF1704 REFERENCE MON 68=WHAT               351.818 METERS 00058     |
 QF1705| QF1698 GIB IBC                             157.916 METERS 05147     |
 QF1705| QF1691 BUTTER IBC                          360.486 METERS 13712     |
 QF1705|---------------------------------------------------------------------|
 QF1705
 QF1705                          SUPERSEDED SURVEY CONTROL
 QF1705
 QF1705  NAD 83(1992)-  45 40 51.78297(N)    067 43 58.81098(W) AD(       ) 3
 QF1705  NAD 83(1986)-  45 40 51.78733(N)    067 43 58.82727(W) AD(       ) 3
 QF1705  NAD 27      -  45 40 51.56800(N)    067 44 00.79500(W) AD(       ) 3
 QF1705
 QF1705.Superseded values are not recommended for survey control.
 QF1705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1705.See file dsdata.txt to determine how the superseded data were derived.
 QF1705
 QF1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9866859392(NAD 83)
 QF1705_MARKER: Z = SEE DESCRIPTION
 QF1705_SETTING: 80 = SET IN A BOULDER
 QF1705_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF1705
 QF1705  HISTORY     - Date     Condition        Report By
 QF1705  HISTORY     - 1917     MONUMENTED       IBC
 QF1705  HISTORY     - 1972     GOOD             IBC
 QF1705
 QF1705                          STATION DESCRIPTION
 QF1705
 QF1705'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (HOC)
 QF1705'ON THE W SHORE OF MUD LAKE, 1-1/4 MILES N OF THE MOUTH OF THE RIVER
 QF1705'JOINING GRAND AND MUD LAKES.  THE STATION IS ON THE TIMBER LINE AT
 QF1705'THE EDGE OF EXTREME HIGH WATER, ON A BOULDER 5 METERS LONG AND 1.5
 QF1705'METERS HIGH.  FIFTEEN METERS N OF THE STATION AN AREA COVERED WITH
 QF1705'BOULDERS EXTENDS 30 METERS OUT INTO LAKE.  SMALL CEDAR TREES ARE
 QF1705'GROWING ON THE STATION BOULDER ON THE LAKE SIDE OF THE MONUMENT.  A
 QF1705'NEW CAMP AND DOCK IS 60 FEET S OF THE MONUMENT.
 QF1705'
 QF1705'STATION MARK IS A STANDARD BOUNDARY REFERENCE POST SET IN A DRILL
 QF1705'HOLE IN THE BOULDER.
 QF1705
 QF1705                          STATION RECOVERY (1972)
 QF1705
 QF1705'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1705'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1704 ***********************************************************************
 QF1704  DESIGNATION -  REFERENCE MON 68=WHAT
 QF1704  PID         -  QF1704
 QF1704  STATE/COUNTY-  ME/WASHINGTON
 QF1704  USGS QUAD   -  FOREST CITY (1988)
 QF1704
 QF1704                         *CURRENT SURVEY CONTROL
 QF1704  ___________________________________________________________________
 QF1704* NAD 83(1996)-  45 41 03.17995(N)    067 43 58.53621(W)     ADJUSTED  
 QF1704* NAVD 88     -       130.     (meters)     427.     (feet)  SCALED    
 QF1704  ___________________________________________________________________
 QF1704  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 QF1704  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 QF1704
 QF1704  HORZ ORDER  -  THIRD
 QF1704
 QF1704.The horizontal coordinates were established by classical geodetic methods
 QF1704.and adjusted by the National Geodetic Survey in March 1998..
 QF1704
 QF1704.The orthometric height was scaled from a topographic map.
 QF1704
 QF1704.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1704
 QF1704.The geoid height was determined by GEOID03.
 QF1704
 QF1704;                    North         East     Units Scale Factor Converg.
 QF1704;SPC ME E     -   224,464.894   359,751.128   MT  0.99994388   +0 32 55.9
 QF1704;UTM  19      - 5,059,743.452   598,668.872   MT  0.99971969   +0 54 24.0
 QF1704
 QF1704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1704!SPC ME E     -   0.99998338  x   0.99994388  =   0.99992726
 QF1704!UTM  19      -   0.99998338  x   0.99971969  =   0.99970307
 QF1704
 QF1704|---------------------------------------------------------------------|
 QF1704| PID    Reference Object                     Distance      Geod. Az  |
 QF1704|                                                           dddmmss.s |
 QF1704| QF1698 GIB IBC                             280.177 METERS 15504     |
 QF1704| QF1691 BUTTER IBC                          APPROX. 0.7 KM 1584823.1 |
 QF1704| QF1705 REFERENCE MON 67=CAN                351.818 METERS 18058     |
 QF1704|---------------------------------------------------------------------|
 QF1704
 QF1704                          SUPERSEDED SURVEY CONTROL
 QF1704
 QF1704  NAD 83(1992)-  45 41 03.17672(N)    067 43 58.53436(W) AD(       ) 3
 QF1704  NAD 83(1986)-  45 41 03.18114(N)    067 43 58.55069(W) AD(       ) 3
 QF1704  NAD 27      -  45 41 02.96200(N)    067 44 00.51900(W) AD(       ) 3
 QF1704
 QF1704.Superseded values are not recommended for survey control.
 QF1704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1704.See file dsdata.txt to determine how the superseded data were derived.
 QF1704
 QF1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9866959743(NAD 83)
 QF1704_MARKER: Z = SEE DESCRIPTION
 QF1704_SETTING: 66 = SET IN ROCK OUTCROP
 QF1704
 QF1704  HISTORY     - Date     Condition        Report By
 QF1704  HISTORY     - 1917     MONUMENTED       IBC
 QF1704  HISTORY     - 1972     GOOD             IBC
 QF1704
 QF1704                          STATION DESCRIPTION
 QF1704
 QF1704'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (HOC)
 QF1704'ON A SMALL ISLAND OFF THE E SHORE OF MUD LAKE, ABOUT 500 METERS S OF
 QF1704'THE DAM AT THE OUTLET OF MUD LAKE, AND AT THE NARROWEST PART OF THE
 QF1704'LAKE.  TRIANGULATION STATION NARROW IS ON THE MAINLAND, A SHORE
 QF1704'DISTANCE TO THE E FROM THE STATION.
 QF1704'
 QF1704'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE POST
 QF1704'SET IN A DRILL HOLE IN LEDGE ROCK.
 QF1704
 QF1704                          STATION RECOVERY (1972)
 QF1704
 QF1704'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1704'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1782 ***********************************************************************
 QF1782  DESIGNATION -  REFERENCE MON 7
 QF1782  PID         -  QF1782
 QF1782  STATE/COUNTY-  ME/AROOSTOOK
 QF1782  USGS QUAD   -  NORTH AMITY (1989)
 QF1782
 QF1782                         *CURRENT SURVEY CONTROL
 QF1782  ___________________________________________________________________
 QF1782* NAD 83(1996)-  45 54 34.90215(N)    067 45 54.34737(W)     ADJUSTED  
 QF1782* NAVD 88     -       137.     (meters)     449.     (feet)  SCALED    
 QF1782  ___________________________________________________________________
 QF1782  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 QF1782  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 QF1782
 QF1782  HORZ ORDER  -  THIRD
 QF1782
 QF1782.The horizontal coordinates were established by classical geodetic methods
 QF1782.and adjusted by the National Geodetic Survey in March 1998..
 QF1782
 QF1782.The orthometric height was scaled from a topographic map.
 QF1782
 QF1782.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1782
 QF1782.The geoid height was determined by GEOID03.
 QF1782
 QF1782;                    North         East     Units Scale Factor Converg.
 QF1782;SPC ME E     -   249,500.158   357,014.842   MT  0.99993995   +0 31 40.3
 QF1782;UTM  19      - 5,084,755.459   595,776.652   MT  0.99971277   +0 53 13.3
 QF1782
 QF1782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1782!SPC ME E     -   0.99998225  x   0.99993995  =   0.99992220
 QF1782!UTM  19      -   0.99998225  x   0.99971277  =   0.99969502
 QF1782
 QF1782                          SUPERSEDED SURVEY CONTROL
 QF1782
 QF1782  NAD 83(1992)-  45 54 34.90017(N)    067 45 54.35031(W) AD(       ) 4
 QF1782  NAD 83(1986)-  45 54 34.70007(N)    067 45 53.90864(W) AD(       ) 4
 QF1782  NAD 27      -  45 54 34.71901(N)    067 45 56.36616(W) AD(       ) 3
 QF1782
 QF1782.Superseded values are not recommended for survey control.
 QF1782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1782.See file dsdata.txt to determine how the superseded data were derived.
 QF1782
 QF1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9577784755(NAD 83)
 QF1782_MARKER: Z = SEE DESCRIPTION
 QF1782_SETTING: 0 = UNSPECIFIED SETTING
 QF1782
 QF1782  HISTORY     - Date     Condition        Report By
 QF1782  HISTORY     - 1913     MONUMENTED       IBC
 QF1782  HISTORY     - 1939     GOOD             IBC
 QF1782  HISTORY     - 1972     SEE DESCRIPTION  IBC
 QF1782
 QF1782                          STATION DESCRIPTION
 QF1782
 QF1782'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1913 (JEM)
 QF1782'ON MONUMENT BROOK, ACROSS THE BROOK AND S 40 DEGREES E, 29.78 METERS,
 QF1782'FROM REFERENCE MONUMENT 6.
 QF1782'
 QF1782'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE
 QF1782'POST SET IN A CONCRETE BASE.
 QF1782
 QF1782                          STATION RECOVERY (1939)
 QF1782
 QF1782'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1939 (JH)
 QF1782'COVERED BY BACKWATER FROM BEAVER DAMS.
 QF1782
 QF1782                          STATION RECOVERY (1972)
 QF1782
 QF1782'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1782'THIS MONUMENT WAS RECOVERED AS DESCRIBED BY J HEFTY IN 1939 EXCEPT
 QF1782'THAT IT WAS TILTED TOWARD THE SOUTHWEST.  A WITNESS POST WAS PLACED
 QF1782'3 FEET S 65 DEGREES E OF THE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1693 ***********************************************************************
 QF1693  DESIGNATION -  REFERENCE MON 71=NEWGATE
 QF1693  PID         -  QF1693
 QF1693  STATE/COUNTY-  ME/WASHINGTON
 QF1693  USGS QUAD   -  FOREST CITY (1988)
 QF1693
 QF1693                         *CURRENT SURVEY CONTROL
 QF1693  ___________________________________________________________________
 QF1693* NAD 83(1996)-  45 41 19.02030(N)    067 43 50.16778(W)     ADJUSTED  
 QF1693* NAVD 88     -       128.     (meters)     420.     (feet)  SCALED    
 QF1693  ___________________________________________________________________
 QF1693  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 QF1693  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 QF1693
 QF1693  HORZ ORDER  -  THIRD
 QF1693
 QF1693.The horizontal coordinates were established by classical geodetic methods
 QF1693.and adjusted by the National Geodetic Survey in March 1998..
 QF1693
 QF1693.The orthometric height was scaled from a topographic map.
 QF1693
 QF1693.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1693
 QF1693.The geoid height was determined by GEOID03.
 QF1693
 QF1693;                    North         East     Units Scale Factor Converg.
 QF1693;SPC ME E     -   224,955.631   359,927.501   MT  0.99994414   +0 33 02.0
 QF1693;UTM  19      - 5,060,235.171   598,842.138   MT  0.99972011   +0 54 30.2
 QF1693
 QF1693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1693!SPC ME E     -   0.99998369  x   0.99994414  =   0.99992783
 QF1693!UTM  19      -   0.99998369  x   0.99972011  =   0.99970381
 QF1693
 QF1693:                Primary Azimuth Mark                     Grid Az
 QF1693:SPC ME E     -  TON IBC                                  223 37 29.5
 QF1693:UTM  19      -  TON IBC                                  223 16 01.3
 QF1693
 QF1693|---------------------------------------------------------------------|
 QF1693| PID    Reference Object                     Distance      Geod. Az  |
 QF1693|                                                           dddmmss.s |
 QF1693| QF1710 TON IBC                             448.993 METERS 2241031.5 |
 QF1693| QF1713 GREEN MUD LK IBC                    357.262 METERS 25848     |
 QF1693|---------------------------------------------------------------------|
 QF1693
 QF1693                          SUPERSEDED SURVEY CONTROL
 QF1693
 QF1693  NAD 83(1992)-  45 41 19.01719(N)    067 43 50.16588(W) AD(       ) 3
 QF1693  NAD 83(1986)-  45 41 19.02178(N)    067 43 50.18224(W) AD(       ) 3
 QF1693  NAD 27      -  45 41 18.80300(N)    067 43 52.15500(W) AD(       ) 3
 QF1693
 QF1693.Superseded values are not recommended for survey control.
 QF1693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1693.See file dsdata.txt to determine how the superseded data were derived.
 QF1693
 QF1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9884260235(NAD 83)
 QF1693_MARKER: Z = SEE DESCRIPTION
 QF1693_SETTING: 80 = SET IN A BOULDER
 QF1693_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF1693
 QF1693  HISTORY     - Date     Condition        Report By
 QF1693  HISTORY     - 1912     MONUMENTED       IBC
 QF1693  HISTORY     - 1972     GOOD             IBC
 QF1693
 QF1693                          STATION DESCRIPTION
 QF1693
 QF1693'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (AJB)
 QF1693'ON THE E SHORE OF MUD LAKE, AT THE S END OF THE DAM ACROSS THE OUTLET
 QF1693'OF MUD LAKE.  IT IS ON A BIG ROCK 1.5 METERS BELOW THE DAM.
 QF1693'
 QF1693'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE POST
 QF1693'SET IN A DRILL HOLE IN THE ROCK.  THREE CROSSES WITHIN TRIANGLES ARE
 QF1693'CUT IN ROCKS NEAR THE STATION AS FOLLOWS--THE FIRST CROSS NEAREST THE
 QF1693'GATE AND BELOW THE DAM IS 5.6 METERS DISTANT, THE SECOND IS BELOW THE
 QF1693'DAM 6.2 METERS DISTANT, AND THE THIRD, BELOW AND CLOSE TO THE DAM AND
 QF1693'FARTHEST FROM THE GATE, IS 3.7 METERS DISTANT FROM THE STATION.
 QF1693
 QF1693                          STATION RECOVERY (1972)
 QF1693
 QF1693'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1693'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1679 ***********************************************************************
 QF1679  DESIGNATION -  REFERENCE MON 72
 QF1679  PID         -  QF1679
 QF1679  STATE/COUNTY-  ME/WASHINGTON
 QF1679  USGS QUAD   -  FOREST CITY (1988)
 QF1679
 QF1679                         *CURRENT SURVEY CONTROL
 QF1679  ___________________________________________________________________
 QF1679* NAD 83(1996)-  45 41 19.64050(N)    067 43 38.11579(W)     ADJUSTED  
 QF1679* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 QF1679  ___________________________________________________________________
 QF1679  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 QF1679  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 QF1679
 QF1679  HORZ ORDER  -  THIRD
 QF1679
 QF1679.The horizontal coordinates were established by classical geodetic methods
 QF1679.and adjusted by the National Geodetic Survey in March 1998..
 QF1679
 QF1679.The orthometric height was scaled from a topographic map.
 QF1679
 QF1679.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1679
 QF1679.The geoid height was determined by GEOID03.
 QF1679
 QF1679;                    North         East     Units Scale Factor Converg.
 QF1679;SPC ME E     -   224,977.288   360,188.070   MT  0.99994452   +0 33 10.7
 QF1679;UTM  19      - 5,060,258.450   599,102.508   MT  0.99972074   +0 54 38.9
 QF1679
 QF1679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1679!SPC ME E     -   0.99998542  x   0.99994452  =   0.99992994
 QF1679!UTM  19      -   0.99998542  x   0.99972074  =   0.99970616
 QF1679
 QF1679                          SUPERSEDED SURVEY CONTROL
 QF1679
 QF1679  NAD 83(1992)-  45 41 19.63743(N)    067 43 38.11413(W) AD(       ) 4
 QF1679  NAD 83(1986)-  45 41 19.64208(N)    067 43 38.13047(W) AD(       ) 4
 QF1679  NAD 27      -  45 41 19.42608(N)    067 43 40.10382(W) AD(       ) 3
 QF1679
 QF1679.Superseded values are not recommended for survey control.
 QF1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1679.See file dsdata.txt to determine how the superseded data were derived.
 QF1679
 QF1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9910360258(NAD 83)
 QF1679_MARKER: Z = SEE DESCRIPTION
 QF1679_SETTING: 80 = SET IN A BOULDER
 QF1679_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF1679
 QF1679  HISTORY     - Date     Condition        Report By
 QF1679  HISTORY     - 1917     MONUMENTED       IBC
 QF1679  HISTORY     - 1972     GOOD             IBC
 QF1679
 QF1679                          STATION DESCRIPTION
 QF1679
 QF1679'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (HOC)
 QF1679'ON THE N BANK OF THE RIVER CONNECTING MUD AND SPEDNIK LAKES, ON THE
 QF1679'BEND OF THE RIVER ABOUT 300 METERS BELOW THE DAM AT THE OUTLET OF
 QF1679'MUD LAKE.  AT THE MONUMENT ONE CAN LOOK DOWNSTREAM TO DEAD WATER IN
 QF1679'THE BASIN.  THE STATION IS ON TOP OF A ROCK ABOUT 0.9 METER SQUARE,
 QF1679'AND IS BEHIND A LARGE BOULDER WHICH IS DIRECTLY ON THE SHORE AND
 QF1679'PROTECTS THE STATION FROM DRIFT OR LOGS IN HIGH WATER.
 QF1679'
 QF1679'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE POST
 QF1679'SET IN A DRILL HOLE IN THE ROCK.
 QF1679
 QF1679                          STATION RECOVERY (1972)
 QF1679
 QF1679'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1679'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1673 ***********************************************************************
 QF1673  DESIGNATION -  REFERENCE MON 73=BIG ROCK
 QF1673  PID         -  QF1673
 QF1673  STATE/COUNTY-  ME/WASHINGTON
 QF1673  USGS QUAD   -  FOREST CITY (1988)
 QF1673
 QF1673                         *CURRENT SURVEY CONTROL
 QF1673  ___________________________________________________________________
 QF1673* NAD 83(1996)-  45 41 07.44247(N)    067 43 30.20901(W)     ADJUSTED  
 QF1673* NAVD 88     -       118.     (meters)     387.     (feet)  SCALED    
 QF1673  ___________________________________________________________________
 QF1673  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 QF1673  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 QF1673
 QF1673  HORZ ORDER  -  THIRD
 QF1673
 QF1673.The horizontal coordinates were established by classical geodetic methods
 QF1673.and adjusted by the National Geodetic Survey in March 1998..
 QF1673
 QF1673.The orthometric height was scaled from a topographic map.
 QF1673
 QF1673.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1673
 QF1673.The geoid height was determined by GEOID03.
 QF1673
 QF1673;                    North         East     Units Scale Factor Converg.
 QF1673;SPC ME E     -   224,602.382   360,362.783   MT  0.99994478   +0 33 16.2
 QF1673;UTM  19      - 5,059,884.726   599,279.520   MT  0.99972118   +0 54 44.3
 QF1673
 QF1673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1673!SPC ME E     -   0.99998526  x   0.99994478  =   0.99993004
 QF1673!UTM  19      -   0.99998526  x   0.99972118  =   0.99970644
 QF1673
 QF1673:                Primary Azimuth Mark                     Grid Az
 QF1673:SPC ME E     -  HALO IBC                                 146 03 00.5
 QF1673:UTM  19      -  HALO IBC                                 145 41 32.4
 QF1673
 QF1673|---------------------------------------------------------------------|
 QF1673| PID    Reference Object                     Distance      Geod. Az  |
 QF1673|                                                           dddmmss.s |
 QF1673| QF1658 HALO IBC                            APPROX. 0.7 KM 1463616.7 |
 QF1673| QF1665 BEGE IBC                            345.085 METERS 15056     |
 QF1673| QF1674 REFERENCE MON 74=PICNIC MUD LK       32.210 METERS 19413     |
 QF1673|---------------------------------------------------------------------|
 QF1673
 QF1673                          SUPERSEDED SURVEY CONTROL
 QF1673
 QF1673  NAD 83(1992)-  45 41 07.43955(N)    067 43 30.20746(W) AD(       ) 3
 QF1673  NAD 83(1986)-  45 41 07.44419(N)    067 43 30.22374(W) AD(       ) 3
 QF1673  NAD 27      -  45 41 07.23100(N)    067 43 32.19500(W) AD(       ) 3
 QF1673
 QF1673.Superseded values are not recommended for survey control.
 QF1673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1673.See file dsdata.txt to determine how the superseded data were derived.
 QF1673
 QF1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9928059885(NAD 83)
 QF1673_MARKER: Z = SEE DESCRIPTION
 QF1673_SETTING: 80 = SET IN A BOULDER
 QF1673_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF1673
 QF1673  HISTORY     - Date     Condition        Report By
 QF1673  HISTORY     - 1917     MONUMENTED       IBC
 QF1673  HISTORY     - 1972     GOOD             IBC
 QF1673
 QF1673                          STATION DESCRIPTION
 QF1673
 QF1673'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (HOC)
 QF1673'ON THE E SHORE OF THE RIVER CONNECTING MUD AND SPEDNIK LAKES, NEAR
 QF1673'THE MOUTH OF THE RIVER.  IT IS ON A BOULDER 2 METERS ABOVE THE WATER,
 QF1673'WELL OUT IN THE STREAM WHERE THE SWIFT WATER AND DEAD WATER COME
 QF1673'TOGETHER.  THE BOULDER IS BY FAR THE MOST PROMINENT FEATURE IN THE
 QF1673'VICINITY.  BOULDER IS IN THE LOW - WATER LINE AND 150 FEET DOWNSTREAM
 QF1673'FROM THE COTTAGES AND THE HUGE BOULDER NEAR THEM.
 QF1673'
 QF1673'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE POST
 QF1673'SET IN A DRILL HOLE IN THE BOULDER.
 QF1673
 QF1673                          STATION RECOVERY (1972)
 QF1673
 QF1673'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1673'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1674 ***********************************************************************
 QF1674  DESIGNATION -  REFERENCE MON 74=PICNIC MUD LK
 QF1674  PID         -  QF1674
 QF1674  STATE/COUNTY-  ME/WASHINGTON
 QF1674  USGS QUAD   -  FOREST CITY (1988)
 QF1674
 QF1674                         *CURRENT SURVEY CONTROL
 QF1674  ___________________________________________________________________
 QF1674* NAD 83(1996)-  45 41 06.43115(N)    067 43 30.57470(W)     ADJUSTED  
 QF1674* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 QF1674  ___________________________________________________________________
 QF1674  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 QF1674  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 QF1674
 QF1674  HORZ ORDER  -  THIRD
 QF1674
 QF1674.The horizontal coordinates were established by classical geodetic methods
 QF1674.and adjusted by the National Geodetic Survey in March 1998..
 QF1674
 QF1674.The orthometric height was scaled from a topographic map.
 QF1674
 QF1674.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1674
 QF1674.The geoid height was determined by GEOID03.
 QF1674
 QF1674;                    North         East     Units Scale Factor Converg.
 QF1674;SPC ME E     -   224,571.085   360,355.173   MT  0.99994477   +0 33 15.9
 QF1674;UTM  19      - 5,059,853.389   599,272.107   MT  0.99972116   +0 54 44.1
 QF1674
 QF1674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1674!SPC ME E     -   0.99998542  x   0.99994477  =   0.99993019
 QF1674!UTM  19      -   0.99998542  x   0.99972116  =   0.99970658
 QF1674
 QF1674                          SUPERSEDED SURVEY CONTROL
 QF1674
 QF1674  NAD 83(1992)-  45 41 06.42824(N)    067 43 30.57314(W) AD(       ) 3
 QF1674  NAD 83(1986)-  45 41 06.43289(N)    067 43 30.58941(W) AD(       ) 3
 QF1674  NAD 27      -  45 41 06.21725(N)    067 43 32.56153(W) AD(       ) 3
 QF1674
 QF1674.Superseded values are not recommended for survey control.
 QF1674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1674.See file dsdata.txt to determine how the superseded data were derived.
 QF1674
 QF1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9927259853(NAD 83)
 QF1674_MARKER: Z = SEE DESCRIPTION
 QF1674_SETTING: 80 = SET IN A BOULDER
 QF1674_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF1674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1674+STABILITY: SURFACE MOTION
 QF1674
 QF1674  HISTORY     - Date     Condition        Report By
 QF1674  HISTORY     - 1912     MONUMENTED       IBC
 QF1674  HISTORY     - 1972     GOOD             IBC
 QF1674
 QF1674                          STATION DESCRIPTION
 QF1674
 QF1674'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (AJB)
 QF1674'ON THE W SIDE OF THE MOUTH OF THE RIVER THAT FLOWS FROM MUD LAKE INTO
 QF1674'SPEDNIK LAKE.  IT IS ON A ROCK 2.1 METERS LONG, 1.5 METERS WIDE, AND
 QF1674'0.9 METER HIGH, WHICH IS CLOSE TO THE SHORE AND S OF AND NEARLY
 QF1674'OPPOSITE REFERENCE MONUMENT 73.  THE FOOT OF THE RIVER - DRIVERS
 QF1674'PATH IS ON THE OPPOSITE SHORE ABOUT 75 METERS DISTANT.  STATION IS
 QF1674'IN EDGE OF TREES AND 50 FEET UPSTREAM FROM THE POINT OF THE TIMBER.
 QF1674'
 QF1674'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE POST
 QF1674'SET IN A DRILL HOLE IN THE ROCK.  THREE CROSSES WITHIN TRIANGLES ARE
 QF1674'CUT IN ROCKS AT THE FOLLOWING DISTANCES, RESPECTIVELY, FROM THE
 QF1674'STATION--4.0 METERS, 4.3 METERS, AND 2.6 METERS.
 QF1674
 QF1674                          STATION RECOVERY (1972)
 QF1674
 QF1674'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1674'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1664 ***********************************************************************
 QF1664  DESIGNATION -  REFERENCE MON 75=MINYUS
 QF1664  PID         -  QF1664
 QF1664  STATE/COUNTY-  ME/WASHINGTON
 QF1664  USGS QUAD   -  FOREST CITY (1988)
 QF1664
 QF1664                         *CURRENT SURVEY CONTROL
 QF1664  ___________________________________________________________________
 QF1664* NAD 83(1996)-  45 41 03.64010(N)    067 43 21.49663(W)     ADJUSTED  
 QF1664* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 QF1664  ___________________________________________________________________
 QF1664  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 QF1664  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 QF1664
 QF1664  HORZ ORDER  -  THIRD
 QF1664
 QF1664.The horizontal coordinates were established by classical geodetic methods
 QF1664.and adjusted by the National Geodetic Survey in March 1998..
 QF1664
 QF1664.The orthometric height was scaled from a topographic map.
 QF1664
 QF1664.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1664
 QF1664.The geoid height was determined by GEOID03.
 QF1664
 QF1664;                    North         East     Units Scale Factor Converg.
 QF1664;SPC ME E     -   224,486.828   360,552.432   MT  0.99994506   +0 33 22.4
 QF1664;UTM  19      - 5,059,770.384   599,469.845   MT  0.99972164   +0 54 50.5
 QF1664
 QF1664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1664!SPC ME E     -   0.99998542  x   0.99994506  =   0.99993048
 QF1664!UTM  19      -   0.99998542  x   0.99972164  =   0.99970706
 QF1664
 QF1664:                Primary Azimuth Mark                     Grid Az
 QF1664:SPC ME E     -  BOB IBC                                  135 03 56.8
 QF1664:UTM  19      -  BOB IBC                                  134 42 28.7
 QF1664
 QF1664|---------------------------------------------------------------------|
 QF1664| PID    Reference Object                     Distance      Geod. Az  |
 QF1664|                                                           dddmmss.s |
 QF1664| QF1655 BOB IBC                             490.239 METERS 1353719.2 |
 QF1664| QF1658 HALO IBC                            APPROX. 0.5 KM 1562519.6 |
 QF1664| QF1665 BEGE IBC                            185.439 METERS 18629     |
 QF1664|---------------------------------------------------------------------|
 QF1664
 QF1664                          SUPERSEDED SURVEY CONTROL
 QF1664
 QF1664  NAD 83(1992)-  45 41 03.63718(N)    067 43 21.49505(W) AD(       ) 3
 QF1664  NAD 83(1986)-  45 41 03.64184(N)    067 43 21.51127(W) AD(       ) 3
 QF1664  NAD 27      -  45 41 03.42500(N)    067 43 23.48100(W) AD(       ) 3
 QF1664
 QF1664.Superseded values are not recommended for survey control.
 QF1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1664.See file dsdata.txt to determine how the superseded data were derived.
 QF1664
 QF1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9947059770(NAD 83)
 QF1664_MARKER: Z = SEE DESCRIPTION
 QF1664_SETTING: 80 = SET IN A BOULDER
 QF1664_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF1664
 QF1664  HISTORY     - Date     Condition        Report By
 QF1664  HISTORY     - 1912     MONUMENTED       IBC
 QF1664  HISTORY     - 1972     GOOD             IBC
 QF1664
 QF1664                          STATION DESCRIPTION
 QF1664
 QF1664'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (AJB)
 QF1664'ON THE N SIDE OF THE BAY OF SPEDNIK LAKE INTO WHICH THE RIVER FROM
 QF1664'MUD LAKE FLOWS.  THE STATION IS ON THE END OF A LONG POINT AT THE
 QF1664'MOUTH OF THE RIVER ON THE EAST SIDE.  BEHIND THIS POINT TO THE N IS
 QF1664'A DIRTY COVE OR BAY FULL OF DRIFTWOOD.  STATION ROCK IS 30 FEET FROM
 QF1664'BAY TO THE S AT LOW WATER, BUT IS SURROUNDED BY HIGH WATER, AND IS
 QF1664'125 FEET E OF THE TREES ON THE TIP OF THE PENINSULA.  A LARGE ROCK
 QF1664'WITH AN IRREGULAR TOP IS 75 FEET SE NEAR THE POINT OF THE GRASS
 QF1664'COVERING THE POINT AT LOW WATER.
 QF1664'
 QF1664'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE POST
 QF1664'SET IN A DRILL HOLE IN A ROCK 4 METERS LONG, 2.4 METERS WIDE, AND
 QF1664'1.5 METERS HIGH.  TWO CROSSES WITHIN TRIANGLES ARE CUT IN THE ROCK,
 QF1664'ONE UPSTREAM AND INLAND 1.3 METERS, AND THE OTHER DOWNSTREAM AND
 QF1664'INLAND 1.1 METERS FROM THE STATION.
 QF1664
 QF1664                          STATION RECOVERY (1972)
 QF1664
 QF1664'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1664'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1666 ***********************************************************************
 QF1666  DESIGNATION -  REFERENCE MON 76=SOUTH
 QF1666  PID         -  QF1666
 QF1666  STATE/COUNTY-  ME/WASHINGTON
 QF1666  USGS QUAD   -  FOREST CITY (1988)
 QF1666
 QF1666                         *CURRENT SURVEY CONTROL
 QF1666  ___________________________________________________________________
 QF1666* NAD 83(1996)-  45 40 58.67273(N)    067 43 23.98630(W)     ADJUSTED  
 QF1666* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 QF1666  ___________________________________________________________________
 QF1666  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 QF1666  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 QF1666
 QF1666  HORZ ORDER  -  THIRD
 QF1666
 QF1666.The horizontal coordinates were established by classical geodetic methods
 QF1666.and adjusted by the National Geodetic Survey in March 1998..
 QF1666
 QF1666.The orthometric height was scaled from a topographic map.
 QF1666
 QF1666.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1666
 QF1666.The geoid height was determined by GEOID03.
 QF1666
 QF1666;                    North         East     Units Scale Factor Converg.
 QF1666;SPC ME E     -   224,332.960   360,500.050   MT  0.99994499   +0 33 20.6
 QF1666;UTM  19      - 5,059,616.226   599,418.435   MT  0.99972152   +0 54 48.6
 QF1666
 QF1666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1666!SPC ME E     -   0.99998542  x   0.99994499  =   0.99993041
 QF1666!UTM  19      -   0.99998542  x   0.99972152  =   0.99970694
 QF1666
 QF1666|---------------------------------------------------------------------|
 QF1666| PID    Reference Object                     Distance      Geod. Az  |
 QF1666|                                                           dddmmss.s |
 QF1666| QF1664 REFERENCE MON 75=MINYUS             162.549 METERS 01921     |
 QF1666| QF1655 BOB IBC                             442.976 METERS 1162434.7 |
 QF1666|---------------------------------------------------------------------|
 QF1666
 QF1666                          SUPERSEDED SURVEY CONTROL
 QF1666
 QF1666  NAD 83(1992)-  45 40 58.66980(N)    067 43 23.98472(W) AD(       ) 3
 QF1666  NAD 83(1986)-  45 40 58.67443(N)    067 43 24.00093(W) AD(       ) 3
 QF1666  NAD 27      -  45 40 58.45900(N)    067 43 25.97300(W) AD(       ) 3
 QF1666
 QF1666.Superseded values are not recommended for survey control.
 QF1666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1666.See file dsdata.txt to determine how the superseded data were derived.
 QF1666
 QF1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9941859616(NAD 83)
 QF1666_MARKER: Z = SEE DESCRIPTION
 QF1666_SETTING: 80 = SET IN A BOULDER
 QF1666_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF1666
 QF1666  HISTORY     - Date     Condition        Report By
 QF1666  HISTORY     - 1917     MONUMENTED       IBC
 QF1666  HISTORY     - 1972     GOOD             IBC
 QF1666
 QF1666                          STATION DESCRIPTION
 QF1666
 QF1666'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (HOC)
 QF1666'ON THE W SHORE OF THE BAY OF SPEDNIK LAKE INTO WHICH THE RIVER FROM
 QF1666'MUD LAKE FLOWS.  THE STATION IS A SHORT DISTANCE BELOW THE MOUTH OF
 QF1666'THE RIVER ON A ROCK 22 METERS BACK FROM THE SHORE AT LOW WATER, ON
 QF1666'THE EDGE OF TREES.  THE ROCK IS RIDGE SHAPED, PARALLEL TO THE LAKE,
 QF1666'1.8 METERS LONG AND 1.2 METERS HIGH, PERPENDICULAR ON THE BACK SIDE
 QF1666'AND SLOPING TOWARD THE LAKE ON THE FRONT SIDE.  STATION IS OPPOSITE
 QF1666'THE TREES ON THE EXTREME POINT ON E SIDE OF THE BAY.
 QF1666'
 QF1666'STATION MARK IS A BOUNDARY REFERENCE POST SET IN A DRILL HOLE IN THE
 QF1666'ROCK.
 QF1666
 QF1666                          STATION RECOVERY (1972)
 QF1666
 QF1666'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1666'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1652 ***********************************************************************
 QF1652  DESIGNATION -  REFERENCE MON 77=PLUMB
 QF1652  PID         -  QF1652
 QF1652  STATE/COUNTY-  ME/WASHINGTON
 QF1652  USGS QUAD   -  FOREST CITY (1988)
 QF1652
 QF1652                         *CURRENT SURVEY CONTROL
 QF1652  ___________________________________________________________________
 QF1652* NAD 83(1996)-  45 40 51.99281(N)    067 42 54.28596(W)     ADJUSTED  
 QF1652* NAVD 88     -       118.     (meters)     387.     (feet)  SCALED    
 QF1652  ___________________________________________________________________
 QF1652  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 QF1652  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 QF1652
 QF1652  HORZ ORDER  -  THIRD
 QF1652
 QF1652.The horizontal coordinates were established by classical geodetic methods
 QF1652.and adjusted by the National Geodetic Survey in March 1998..
 QF1652
 QF1652.The orthometric height was scaled from a topographic map.
 QF1652
 QF1652.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1652
 QF1652.The geoid height was determined by GEOID03.
 QF1652
 QF1652;                    North         East     Units Scale Factor Converg.
 QF1652;SPC ME E     -   224,133.014   361,144.725   MT  0.99994595   +0 33 41.8
 QF1652;UTM  19      - 5,059,420.354   600,064.203   MT  0.99972310   +0 55 09.8
 QF1652
 QF1652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1652!SPC ME E     -   0.99998526  x   0.99994595  =   0.99993121
 QF1652!UTM  19      -   0.99998526  x   0.99972310  =   0.99970836
 QF1652
 QF1652|---------------------------------------------------------------------|
 QF1652| PID    Reference Object                     Distance      Geod. Az  |
 QF1652|                                                           dddmmss.s |
 QF1652| QF1649 REFERENCE MON 78=LOST               260.800 METERS 13956     |
 QF1652| QF1651 ALL IBC                             143.536 METERS 17036     |
 QF1652| QF1657 NOGO IBC                            484.509 METERS 2285705.7 |
 QF1652| QF1658 HALO IBC                            396.423 METERS 24926     |
 QF1652| QF1655 BOB IBC                             246.166 METERS 27208     |
 QF1652| QF1653 BOOM IBC                            293.694 METERS 34606     |
 QF1652|---------------------------------------------------------------------|
 QF1652
 QF1652                          SUPERSEDED SURVEY CONTROL
 QF1652
 QF1652  NAD 83(1992)-  45 40 51.98988(N)    067 42 54.28430(W) AD(       ) 3
 QF1652  NAD 83(1986)-  45 40 51.99455(N)    067 42 54.30028(W) AD(       ) 3
 QF1652  NAD 27      -  45 40 51.77600(N)    067 42 56.27200(W) AD(       ) 3
 QF1652
 QF1652.Superseded values are not recommended for survey control.
 QF1652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1652.See file dsdata.txt to determine how the superseded data were derived.
 QF1652
 QF1652_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL0006459420(NAD 83)
 QF1652_MARKER: Z = SEE DESCRIPTION
 QF1652_SETTING: 80 = SET IN A BOULDER
 QF1652_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF1652
 QF1652  HISTORY     - Date     Condition        Report By
 QF1652  HISTORY     - 1912     MONUMENTED       IBC
 QF1652  HISTORY     - 1972     GOOD             IBC
 QF1652
 QF1652                          STATION DESCRIPTION
 QF1652
 QF1652'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (AJB)
 QF1652'ON THE POINT AT THE N SIDE OF THE ENTRANCE TO THE BAY OF SPEDNIK LAKE
 QF1652'INTO WHICH THE RIVER FROM MUD LAKE FLOWS.  IT IS ON THE HIGHEST ROCK
 QF1652'ON THE ISLAND - LIKE PART OF THE POINT.  THE ROCK IS 4.9 METERS LONG,
 QF1652'4.6 METERS WIDE, AND 1.8 METERS HIGH, SURROUNDED BY HIGH WATER.
 QF1652'
 QF1652'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE POST
 QF1652'SET IN A DRILL HOLE IN THE ROCK.  THREE CROSSES WITHIN TRIANGLES ARE
 QF1652'CUT IN ADJACENT ROCKS AT THE FOLLOWING DISTANCES, RESPECTIVELY, FROM
 QF1652'THE STATION--8.2 METERS, 4.5 METERS, AND 3.4 METERS.
 QF1652
 QF1652                          STATION RECOVERY (1972)
 QF1652
 QF1652'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1652'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1649 ***********************************************************************
 QF1649  DESIGNATION -  REFERENCE MON 78=LOST
 QF1649  PID         -  QF1649
 QF1649  STATE/COUNTY-  ME/WASHINGTON
 QF1649  USGS QUAD   -  FOREST CITY (1988)
 QF1649
 QF1649                         *CURRENT SURVEY CONTROL
 QF1649  ___________________________________________________________________
 QF1649* NAD 83(1996)-  45 40 45.52807(N)    067 42 46.52898(W)     ADJUSTED  
 QF1649* NAVD 88     -       120.     (meters)     394.     (feet)  SCALED    
 QF1649  ___________________________________________________________________
 QF1649  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 QF1649  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 QF1649
 QF1649  HORZ ORDER  -  THIRD
 QF1649
 QF1649.The horizontal coordinates were established by classical geodetic methods
 QF1649.and adjusted by the National Geodetic Survey in March 1998..
 QF1649
 QF1649.The orthometric height was scaled from a topographic map.
 QF1649
 QF1649.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1649
 QF1649.The geoid height was determined by GEOID03.
 QF1649
 QF1649;                    North         East     Units Scale Factor Converg.
 QF1649;SPC ME E     -   223,935.092   361,314.537   MT  0.99994621   +0 33 47.2
 QF1649;UTM  19      - 5,059,223.540   600,235.209   MT  0.99972352   +0 55 15.2
 QF1649
 QF1649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1649!SPC ME E     -   0.99998495  x   0.99994621  =   0.99993116
 QF1649!UTM  19      -   0.99998495  x   0.99972352  =   0.99970847
 QF1649
 QF1649|---------------------------------------------------------------------|
 QF1649| PID    Reference Object                     Distance      Geod. Az  |
 QF1649|                                                           dddmmss.s |
 QF1649| QF1646 UPPER                               396.069 METERS 09301     |
 QF1649| QF1647 DRAKE IBC                           472.400 METERS 1474721.8 |
 QF1649| QF1648 DUCK IBC                            APPROX. 0.5 KM 1501035.1 |
 QF1649| QF1650 HY U IBC                            129.509 METERS 28058     |
 QF1649| QF1651 ALL IBC                             155.630 METERS 29152     |
 QF1649| QF1655 BOB IBC                             463.548 METERS 2964616.1 |
 QF1649| QF1652 REFERENCE MON 77=PLUMB              260.800 METERS 31956     |
 QF1649| QF1653 BOOM IBC                            APPROX. 0.5 KM 3334825.2 |
 QF1649|---------------------------------------------------------------------|
 QF1649
 QF1649                          SUPERSEDED SURVEY CONTROL
 QF1649
 QF1649  NAD 83(1992)-  45 40 45.52513(N)    067 42 46.52729(W) AD(       ) 3
 QF1649  NAD 83(1986)-  45 40 45.52979(N)    067 42 46.54319(W) AD(       ) 3
 QF1649  NAD 27      -  45 40 45.31081(N)    067 42 48.51532(W) AD(       ) 3
 QF1649
 QF1649.Superseded values are not recommended for survey control.
 QF1649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1649.See file dsdata.txt to determine how the superseded data were derived.
 QF1649
 QF1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL0023559224(NAD 83)
 QF1649_MARKER: Z = SEE DESCRIPTION
 QF1649_SETTING: 80 = SET IN A BOULDER
 QF1649_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF1649
 QF1649  HISTORY     - Date     Condition        Report By
 QF1649  HISTORY     - 1912     MONUMENTED       IBC
 QF1649  HISTORY     - 1972     GOOD             IBC
 QF1649
 QF1649                          STATION DESCRIPTION
 QF1649
 QF1649'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (AJB)
 QF1649'ON THE W SHORE OF SPEDNIK LAKE, ABOUT 120 METERS BELOW THE ENTRANCE
 QF1649'TO THE BAY INTO WHICH THE RIVER FROM MUD LAKE FLOWS.  IT IS ON A ROCK
 QF1649'6 METERS LONG, 5.5 METERS WIDE, AND 3.7 METERS HIGH AT ITS GREATEST
 QF1649'HEIGHT.  STATION IS 80 FEET OUTSIDE THE EDGE OF TREES, WHICH IS ON
 QF1649'THE HIGH - WATER LINE, AND IS 80 FEET W OF LOW - WATER LINE.
 QF1649'
 QF1649'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE POST
 QF1649'SET IN A DRILL HOLE IN THE ROCK.  THREE CROSSES WITHIN TRIANGLES ARE
 QF1649'CUT IN THE ROCK, THE FIRST IS 0.93 METER DOWNSTREAM, THE SECOND IS
 QF1649'2.59 METERS UPSTREAM AND INLAND, AND THE THIRD IS 1.86 METERS UPSTREAM
 QF1649'AND LAKEWARD FROM THE STATION MARK.
 QF1649
 QF1649                          STATION RECOVERY (1972)
 QF1649
 QF1649'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1649'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1639 ***********************************************************************
 QF1639  DESIGNATION -  REFERENCE MON 79=NIX
 QF1639  PID         -  QF1639
 QF1639  STATE/COUNTY-  ME/WASHINGTON
 QF1639  USGS QUAD   -  FOREST CITY (1988)
 QF1639
 QF1639                         *CURRENT SURVEY CONTROL
 QF1639  ___________________________________________________________________
 QF1639* NAD 83(1996)-  45 40 38.76775(N)    067 42 09.10625(W)     ADJUSTED  
 QF1639* NAVD 88     -       118.     (meters)     387.     (feet)  SCALED    
 QF1639  ___________________________________________________________________
 QF1639  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 QF1639  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 QF1639
 QF1639  HORZ ORDER  -  THIRD
 QF1639
 QF1639.The horizontal coordinates were established by classical geodetic methods
 QF1639.and adjusted by the National Geodetic Survey in March 1998..
 QF1639
 QF1639.The orthometric height was scaled from a topographic map.
 QF1639
 QF1639.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1639
 QF1639.The geoid height was determined by GEOID03.
 QF1639
 QF1639;                    North         East     Units Scale Factor Converg.
 QF1639;SPC ME E     -   223,734.410   362,126.419   MT  0.99994744   +0 34 14.0
 QF1639;UTM  19      - 5,059,027.975   601,048.147   MT  0.99972553   +0 55 41.9
 QF1639
 QF1639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1639!SPC ME E     -   0.99998526  x   0.99994744  =   0.99993270
 QF1639!UTM  19      -   0.99998526  x   0.99972553  =   0.99971079
 QF1639
 QF1639:                Primary Azimuth Mark                     Grid Az
 QF1639:SPC ME E     -  REFERENCE MON 81=COLD                    166 19 57.3
 QF1639:UTM  19      -  REFERENCE MON 81=COLD                    165 58 29.4
 QF1639
 QF1639|---------------------------------------------------------------------|
 QF1639| PID    Reference Object                     Distance      Geod. Az  |
 QF1639|                                                           dddmmss.s |
 QF1639| QF1637 REFERENCE MON 81=COLD               APPROX. 1.1 KM 1665411.3 |
 QF1639| QF1641 ENDER IBC END ECC                   307.395 METERS 26149     |
 QF1639| QF1646 UPPER                               454.956 METERS 2942305.1 |
 QF1639| QF1642 SQUARE                              426.259 METERS 3080416.5 |
 QF1639|---------------------------------------------------------------------|
 QF1639
 QF1639                          SUPERSEDED SURVEY CONTROL
 QF1639
 QF1639  NAD 83(1992)-  45 40 38.76481(N)    067 42 09.10448(W) AD(       ) 3
 QF1639  NAD 83(1986)-  45 40 38.76953(N)    067 42 09.12007(W) AD(       ) 3
 QF1639  NAD 27      -  45 40 38.55100(N)    067 42 11.09400(W) AD(       ) 3
 QF1639
 QF1639.Superseded values are not recommended for survey control.
 QF1639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1639.See file dsdata.txt to determine how the superseded data were derived.
 QF1639
 QF1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL0104859028(NAD 83)
 QF1639_MARKER: Z = SEE DESCRIPTION
 QF1639_SETTING: 0 = UNSPECIFIED SETTING
 QF1639
 QF1639  HISTORY     - Date     Condition        Report By
 QF1639  HISTORY     - 1912     MONUMENTED       IBC
 QF1639  HISTORY     - 1955     SEE DESCRIPTION  IBC
 QF1639  HISTORY     - 1972     MARK NOT FOUND   IBC
 QF1639
 QF1639                          STATION DESCRIPTION
 QF1639
 QF1639'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (AJB)
 QF1639'ON THE E SIDE OF THE CHANNEL OF SPEDNIK LAKE, AT THE S END OF THE
 QF1639'SMALL, LOW, ROCKY ISLAND JUST N OF COLD COVE.  ISLAND IS COVERED BY
 QF1639'HIGH WATER.
 QF1639'
 QF1639'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE POST
 QF1639'SET IN A DRILL HOLE IN A ROCK 3.7 METERS LONG, 3.4 METERS WIDE, AND
 QF1639'2.7 METERS HIGH.
 QF1639
 QF1639                          STATION RECOVERY (1955)
 QF1639
 QF1639'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1639'POST BROKEN OFF A LITTLE BELOW TOP OF ROCK.
 QF1639
 QF1639                          STATION RECOVERY (1972)
 QF1639
 QF1639'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1639'STATION NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1797 ***********************************************************************
 QF1797  DESIGNATION -  REFERENCE MON 8
 QF1797  PID         -  QF1797
 QF1797  STATE/COUNTY-  ME/AROOSTOOK
 QF1797  USGS QUAD   -  NORTH AMITY (1989)
 QF1797
 QF1797                         *CURRENT SURVEY CONTROL
 QF1797  ___________________________________________________________________
 QF1797* NAD 83(1996)-  45 53 47.78195(N)    067 46 35.43680(W)     ADJUSTED  
 QF1797* NAVD 88     -       137.     (meters)     449.     (feet)  SCALED    
 QF1797  ___________________________________________________________________
 QF1797  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 QF1797  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 QF1797
 QF1797  HORZ ORDER  -  THIRD
 QF1797
 QF1797.The horizontal coordinates were established by classical geodetic methods
 QF1797.and adjusted by the National Geodetic Survey in March 1998..
 QF1797
 QF1797.The orthometric height was scaled from a topographic map.
 QF1797
 QF1797.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1797
 QF1797.The geoid height was determined by GEOID03.
 QF1797
 QF1797;                    North         East     Units Scale Factor Converg.
 QF1797;SPC ME E     -   248,037.383   356,142.543   MT  0.99993874   +0 31 10.3
 QF1797;UTM  19      - 5,083,287.580   594,913.735   MT  0.99971075   +0 52 43.1
 QF1797
 QF1797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1797!SPC ME E     -   0.99998225  x   0.99993874  =   0.99992099
 QF1797!UTM  19      -   0.99998225  x   0.99971075  =   0.99969301
 QF1797
 QF1797|---------------------------------------------------------------------|
 QF1797| PID    Reference Object                     Distance      Geod. Az  |
 QF1797|                                                           dddmmss.s |
 QF1797| QF1794 TRAVERSE STATION 19 IBC             319.600 METERS 06213     |
 QF1797| QF1801 POPLAR MOUNTAIN IBC                 423.568 METERS 2132336.4 |
 QF1797| QF1803 AVERNUS IBC                         APPROX. 0.5 KM 2451950.7 |
 QF1797| QF1798 REFERENCE MON 9                      40.151 METERS 24520     |
 QF1797|---------------------------------------------------------------------|
 QF1797
 QF1797                          SUPERSEDED SURVEY CONTROL
 QF1797
 QF1797  NAD 83(1992)-  45 53 47.78010(N)    067 46 35.43773(W) AD(       ) 3
 QF1797  NAD 83(1986)-  45 53 47.39297(N)    067 46 34.43807(W) AD(       ) 3
 QF1797  NAD 27      -  45 53 47.63600(N)    067 46 37.54600(W) AD(       ) 3
 QF1797
 QF1797.Superseded values are not recommended for survey control.
 QF1797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1797.See file dsdata.txt to determine how the superseded data were derived.
 QF1797
 QF1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9491483288(NAD 83)
 QF1797_MARKER: Z = SEE DESCRIPTION
 QF1797_SETTING: 0 = UNSPECIFIED SETTING
 QF1797
 QF1797  HISTORY     - Date     Condition        Report By
 QF1797  HISTORY     - 1913     MONUMENTED       IBC
 QF1797  HISTORY     - 1939     SEE DESCRIPTION  IBC
 QF1797  HISTORY     - 1972     POOR             IBC
 QF1797
 QF1797                          STATION DESCRIPTION
 QF1797
 QF1797'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1913 (AJB)
 QF1797'ON MONUMENT BROOK, ABOUT 1/4 MILE NE OF POPLAR MOUNTAIN.  POPLAR
 QF1797'MOUNTAIN IS THE FIRST PROMINENT HILL NEAR MONUMENT BROOK BELOW ITS
 QF1797'SOURCE AT INITIAL MONUMENT, AND THOUGH ONLY 80 FEET HIGH ABOVE THE
 QF1797'BROOK IT APPEARS PROMINENT IN A RATHER FLAT COUNTRY.  THE STATION IS
 QF1797'ABOUT 1.5 METERS E FROM THE EDGE OF THE STREAM.
 QF1797'
 QF1797'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE POST
 QF1797'SET IN A CONCRETE BASE.
 QF1797
 QF1797                          STATION RECOVERY (1939)
 QF1797
 QF1797'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1939 (JH)
 QF1797'THIS MONUMENT HAD HEAVED AND WAS LOWERED INTO THE GROUND.
 QF1797
 QF1797                          STATION RECOVERY (1972)
 QF1797
 QF1797'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1797'THE MONUMENT WAS RECOVERED AS DESCRIBED BY J HEFTY IN 1939.  THE
 QF1797'MARK HAD BEEN HEAVED BY FROST AND WAS TILTED.  ALL THE GROUND IN THE
 QF1797'AREA IS VERY SPONGY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1644 ***********************************************************************
 QF1644  DESIGNATION -  REFERENCE MON 80 ECC
 QF1644  PID         -  QF1644
 QF1644  STATE/COUNTY-  ME/WASHINGTON
 QF1644  USGS QUAD   -  FOREST CITY (1988)
 QF1644
 QF1644                         *CURRENT SURVEY CONTROL
 QF1644  ___________________________________________________________________
 QF1644* NAD 83(1996)-  45 40 18.84380(N)    067 42 27.18568(W)     ADJUSTED  
 QF1644* NAVD 88     -       116.     (meters)     381.     (feet)  SCALED    
 QF1644  ___________________________________________________________________
 QF1644  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 QF1644  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 QF1644
 QF1644  HORZ ORDER  -  THIRD
 QF1644
 QF1644.The horizontal coordinates were established by classical geodetic methods
 QF1644.and adjusted by the National Geodetic Survey in March 1998..
 QF1644
 QF1644.The orthometric height was scaled from a topographic map.
 QF1644
 QF1644.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1644
 QF1644.The geoid height was determined by GEOID03.
 QF1644
 QF1644;                    North         East     Units Scale Factor Converg.
 QF1644;SPC ME E     -   223,115.465   361,741.265   MT  0.99994685   +0 34 00.8
 QF1644;UTM  19      - 5,058,406.775   600,666.950   MT  0.99972459   +0 55 28.7
 QF1644
 QF1644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1644!SPC ME E     -   0.99998557  x   0.99994685  =   0.99993242
 QF1644!UTM  19      -   0.99998557  x   0.99972459  =   0.99971017
 QF1644
 QF1644:                Primary Azimuth Mark                     Grid Az
 QF1644:SPC ME E     -  ENDER IBC END ECC                        008 05 33.7
 QF1644:UTM  19      -  ENDER IBC END ECC                        007 44 05.8
 QF1644
 QF1644|---------------------------------------------------------------------|
 QF1644| PID    Reference Object                     Distance      Geod. Az  |
 QF1644|                                                           dddmmss.s |
 QF1644| QF1641 ENDER IBC END ECC                   APPROX. 0.6 KM 0083934.5 |
 QF1644| QF1645 REFERENCE MON 80=MINK                10.417 METERS 27102     |
 QF1644| QF1647 DRAKE IBC                           455.777 METERS 3383138.0 |
 QF1644|---------------------------------------------------------------------|
 QF1644
 QF1644                          SUPERSEDED SURVEY CONTROL
 QF1644
 QF1644  NAD 83(1992)-  45 40 18.84082(N)    067 42 27.18394(W) AD(       ) 3
 QF1644  NAD 83(1986)-  45 40 18.84533(N)    067 42 27.19954(W) AD(       ) 3
 QF1644  NAD 27      -  45 40 18.62700(N)    067 42 29.17300(W) AD(       ) 3
 QF1644
 QF1644.Superseded values are not recommended for survey control.
 QF1644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1644.See file dsdata.txt to determine how the superseded data were derived.
 QF1644
 QF1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL0066758407(NAD 83)
 QF1644_MARKER: H = DRILL HOLE
 QF1644_SETTING: 80 = SET IN A BOULDER
 QF1644_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 QF1644
 QF1644  HISTORY     - Date     Condition        Report By
 QF1644  HISTORY     - 1946     MONUMENTED       IBC
 QF1644
 QF1644                          STATION DESCRIPTION
 QF1644
 QF1644'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF1644'A DRILL HOLE IN A ROCK 2 BY 3 FEET AND 1 FOOT ABOVE GROUND ON THE
 QF1644'BEACH ABOUT 30 FEET OUTSIDE THE TREE LINE, AND 34.21 FEET FROM
 QF1644'REFERENCE MONUMENT 80.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1645 ***********************************************************************
 QF1645  DESIGNATION -  REFERENCE MON 80=MINK
 QF1645  PID         -  QF1645
 QF1645  STATE/COUNTY-  ME/WASHINGTON
 QF1645  USGS QUAD   -  FOREST CITY (1988)
 QF1645
 QF1645                         *CURRENT SURVEY CONTROL
 QF1645  ___________________________________________________________________
 QF1645* NAD 83(1996)-  45 40 18.84984(N)    067 42 27.66688(W)     ADJUSTED  
 QF1645* NAVD 88     -       118.     (meters)     387.     (feet)  SCALED    
 QF1645  ___________________________________________________________________
 QF1645  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 QF1645  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 QF1645
 QF1645  HORZ ORDER  -  THIRD
 QF1645
 QF1645.The horizontal coordinates were established by classical geodetic methods
 QF1645.and adjusted by the National Geodetic Survey in March 1998..
 QF1645
 QF1645.The orthometric height was scaled from a topographic map.
 QF1645
 QF1645.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1645
 QF1645.The geoid height was determined by GEOID03.
 QF1645
 QF1645;                    North         East     Units Scale Factor Converg.
 QF1645;SPC ME E     -   223,115.548   361,730.849   MT  0.99994683   +0 34 00.5
 QF1645;UTM  19      - 5,058,406.793   600,656.536   MT  0.99972456   +0 55 28.3
 QF1645
 QF1645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1645!SPC ME E     -   0.99998526  x   0.99994683  =   0.99993209
 QF1645!UTM  19      -   0.99998526  x   0.99972456  =   0.99970982
 QF1645
 QF1645:                Primary Azimuth Mark                     Grid Az
 QF1645:SPC ME E     -  DUCK IBC                                 337 14 35.0
 QF1645:UTM  19      -  DUCK IBC                                 336 53 07.2
 QF1645
 QF1645|---------------------------------------------------------------------|
 QF1645| PID    Reference Object                     Distance      Geod. Az  |
 QF1645|                                                           dddmmss.s |
 QF1645| QF1648 DUCK IBC                            417.504 METERS 3374835.5 |
 QF1645|---------------------------------------------------------------------|
 QF1645
 QF1645                          SUPERSEDED SURVEY CONTROL
 QF1645
 QF1645  NAD 83(1992)-  45 40 18.84685(N)    067 42 27.66514(W) AD(       ) 3
 QF1645  NAD 83(1986)-  45 40 18.85136(N)    067 42 27.68075(W) AD(       ) 3
 QF1645  NAD 27      -  45 40 18.63300(N)    067 42 29.65500(W) AD(       ) 3
 QF1645
 QF1645.Superseded values are not recommended for survey control.
 QF1645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1645.See file dsdata.txt to determine how the superseded data were derived.
 QF1645
 QF1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL0065758407(NAD 83)
 QF1645_MARKER: Z = SEE DESCRIPTION
 QF1645_SETTING: 80 = SET IN A BOULDER
 QF1645_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF1645
 QF1645  HISTORY     - Date     Condition        Report By
 QF1645  HISTORY     - 1912     MONUMENTED       IBC
 QF1645  HISTORY     - 1972     GOOD             IBC
 QF1645
 QF1645                          STATION DESCRIPTION
 QF1645
 QF1645'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (AJB)
 QF1645'ON THE W SIDE OF SPEDNIK LAKE, OPPOSITE COLD COVE, 0.9 MILE N OF
 QF1645'FOREST CITY LANDING.  IT IS ON THE HIGH - WATER LINE, AT THE EDGE
 QF1645'OF THE TREES AT THE SE CORNER OF A PROMINENT DOUBLE POINT.
 QF1645'
 QF1645'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE POST
 QF1645'SET IN A DRILL HOLE IN THE ROCK.  A CROSS WITHIN A TRIANGLE IS CUT IN
 QF1645'A ROCK 3.19 METERS UPSTREAM FROM THE STATION.  A CROSS WITHIN A
 QF1645'TRIANGLE IS CUT IN A ROCK 4.36 METERS LAKEWARD FROM THE STATION AND
 QF1645'ANOTHER LIKE MARK IS CUT IN A ROCK 4.71 METERS INLAND FROM THE
 QF1645'STATION.
 QF1645
 QF1645                          STATION RECOVERY (1972)
 QF1645
 QF1645'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1645'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1637 ***********************************************************************
 QF1637  DESIGNATION -  REFERENCE MON 81=COLD
 QF1637  PID         -  QF1637
 QF1637  STATE/COUNTY-  ME/WASHINGTON
 QF1637  USGS QUAD   -  FOREST CITY (1988)
 QF1637
 QF1637                         *CURRENT SURVEY CONTROL
 QF1637  ___________________________________________________________________
 QF1637* NAD 83(1996)-  45 40 05.48350(N)    067 41 58.06160(W)     ADJUSTED  
 QF1637* NAVD 88     -       118.     (meters)     387.     (feet)  SCALED    
 QF1637  ___________________________________________________________________
 QF1637  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 QF1637  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 QF1637
 QF1637  HORZ ORDER  -  THIRD
 QF1637
 QF1637.The horizontal coordinates were established by classical geodetic methods
 QF1637.and adjusted by the National Geodetic Survey in March 1998..
 QF1637
 QF1637.The orthometric height was scaled from a topographic map.
 QF1637
 QF1637.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1637
 QF1637.The geoid height was determined by GEOID03.
 QF1637
 QF1637;                    North         East     Units Scale Factor Converg.
 QF1637;SPC ME E     -   222,709.295   362,375.696   MT  0.99994782   +0 34 21.5
 QF1637;UTM  19      - 5,058,004.663   601,303.764   MT  0.99972617   +0 55 49.3
 QF1637
 QF1637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1637!SPC ME E     -   0.99998526  x   0.99994782  =   0.99993308
 QF1637!UTM  19      -   0.99998526  x   0.99972617  =   0.99971143
 QF1637
 QF1637|---------------------------------------------------------------------|
 QF1637| PID    Reference Object                     Distance      Geod. Az  |
 QF1637|                                                           dddmmss.s |
 QF1637| CE9498 COLD RM                               8.443 METERS 13100     |
 QF1637| QF1611 FOREST IBC 1946                     APPROX. 2.4 KM 2160416.4 |
 QF1637|---------------------------------------------------------------------|
 QF1637
 QF1637                          SUPERSEDED SURVEY CONTROL
 QF1637
 QF1637  NAD 83(1992)-  45 40 05.48050(N)    067 41 58.05979(W) AD(       ) 3
 QF1637  NAD 83(1986)-  45 40 05.48500(N)    067 41 58.07507(W) AD(       ) 3
 QF1637  NAD 27      -  45 40 05.26800(N)    067 42 00.05100(W) AD(       ) 3
 QF1637
 QF1637.Superseded values are not recommended for survey control.
 QF1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1637.See file dsdata.txt to determine how the superseded data were derived.
 QF1637
 QF1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL0130458005(NAD 83)
 QF1637_MARKER: Z = SEE DESCRIPTION
 QF1637_SETTING: 80 = SET IN A BOULDER
 QF1637_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF1637
 QF1637  HISTORY     - Date     Condition        Report By
 QF1637  HISTORY     - 1912     MONUMENTED       IBC
 QF1637  HISTORY     - 1955     GOOD             IBC
 QF1637  HISTORY     - 1972     GOOD             IBC
 QF1637
 QF1637                          STATION DESCRIPTION
 QF1637
 QF1637'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (AJB)
 QF1637'ON THE E SHORE OF SPEDNIK LAKE, ABOUT 300 METERS S OF THE POINT AT
 QF1637'THE W SIDE OF THE ENTRANCE TO COLD COVE.  IT IS 12 FEET OUTSIDE TREE
 QF1637'LINE, ON A SHARP - TOPPED ROCK 3 METERS LONG, 2.7 METERS WIDE, AND
 QF1637'2.1 METERS HIGH.
 QF1637'
 QF1637'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE POST
 QF1637'SET IN A DRILL HOLE IN THE ROCK.  A CROSS WITHIN A TRIANGLE IS CUT IN
 QF1637'A ROCK 8.44 METERS DOWNSTREAM AND INLAND FROM THE STATION, AND
 QF1637'ANOTHER LIKE MARK IS CUT IN A ROCK 8.56 METERS SLIGHTLY UPSTREAM AND
 QF1637'INLAND FROM THE STATION.
 QF1637
 QF1637                          STATION RECOVERY (1955)
 QF1637
 QF1637'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1637'STATION RECOVERED IN GOOD CONDITION.
 QF1637
 QF1637                          STATION RECOVERY (1972)
 QF1637
 QF1637'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1637'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1640 ***********************************************************************
 QF1640  DESIGNATION -  REFERENCE MON 82=LANDING
 QF1640  PID         -  QF1640
 QF1640  STATE/COUNTY-  ME/WASHINGTON
 QF1640  USGS QUAD   -  FOREST CITY (1988)
 QF1640
 QF1640                         *CURRENT SURVEY CONTROL
 QF1640  ___________________________________________________________________
 QF1640* NAD 83(1996)-  45 39 37.93317(N)    067 42 18.41760(W)     ADJUSTED  
 QF1640* NAVD 88     -       118.     (meters)     387.     (feet)  SCALED    
 QF1640  ___________________________________________________________________
 QF1640  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 QF1640  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 QF1640
 QF1640  HORZ ORDER  -  THIRD
 QF1640
 QF1640.The horizontal coordinates were established by classical geodetic methods
 QF1640.and adjusted by the National Geodetic Survey in March 1998..
 QF1640
 QF1640.The orthometric height was scaled from a topographic map.
 QF1640
 QF1640.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1640
 QF1640.The geoid height was determined by GEOID03.
 QF1640
 QF1640;                    North         East     Units Scale Factor Converg.
 QF1640;SPC ME E     -   221,854.417   361,943.558   MT  0.99994716   +0 34 06.7
 QF1640;UTM  19      - 5,057,147.295   600,877.066   MT  0.99972511   +0 55 34.3
 QF1640
 QF1640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1640!SPC ME E     -   0.99998526  x   0.99994716  =   0.99993242
 QF1640!UTM  19      -   0.99998526  x   0.99972511  =   0.99971037
 QF1640
 QF1640:                Primary Azimuth Mark                     Grid Az
 QF1640:SPC ME E     -  REFERENCE MON 80 ECC                     350 53 11.3
 QF1640:UTM  19      -  REFERENCE MON 80 ECC                     350 31 43.7
 QF1640
 QF1640|---------------------------------------------------------------------|
 QF1640| PID    Reference Object                     Distance      Geod. Az  |
 QF1640|                                                           dddmmss.s |
 QF1640| QF1644 REFERENCE MON 80 ECC                APPROX. 1.3 KM 3512718.0 |
 QF1640|---------------------------------------------------------------------|
 QF1640
 QF1640                          SUPERSEDED SURVEY CONTROL
 QF1640
 QF1640  NAD 83(1992)-  45 39 37.93007(N)    067 42 18.41583(W) AD(       ) 3
 QF1640  NAD 83(1986)-  45 39 37.93425(N)    067 42 18.43112(W) AD(       ) 3
 QF1640  NAD 27      -  45 39 37.71800(N)    067 42 20.40700(W) AD(       ) 3
 QF1640
 QF1640.Superseded values are not recommended for survey control.
 QF1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1640.See file dsdata.txt to determine how the superseded data were derived.
 QF1640
 QF1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL0087757147(NAD 83)
 QF1640_MARKER: Z = SEE DESCRIPTION
 QF1640_SETTING: 80 = SET IN A BOULDER
 QF1640_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF1640
 QF1640  HISTORY     - Date     Condition        Report By
 QF1640  HISTORY     - 1912     MONUMENTED       IBC
 QF1640  HISTORY     - 1972     GOOD             IBC
 QF1640
 QF1640                          STATION DESCRIPTION
 QF1640
 QF1640'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (AJB)
 QF1640'ON THE W SHORE OF SPEDNIK LAKE, AT THE UPPER END OF A LITTLE COVE
 QF1640'ABOUT 200 METERS N OF FOREST CITY LANDING.  IT IS ON A ROCK 10.7
 QF1640'METERS LONG, 7.6 METERS WIDE, AND 2.4 METERS HIGH, 10 FEET FROM ITS
 QF1640'OUTER END.
 QF1640'
 QF1640'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE POST
 QF1640'SET IN A DRILL HOLE IN THE ROCK.  TWO CROSSES WITHIN TRIANGLES ARE
 QF1640'CUT IN THE ROCK, THE FIRST IS 5.23 METERS INLAND, AND THE SECOND IS
 QF1640'2.23 METERS LAKEWARD FROM THE STATION.  A CROSS WITHIN A TRIANGLE IS
 QF1640'CUT IN ANOTHER ROCK 7.50 METERS UPSTREAM FROM THE STATION.
 QF1640
 QF1640                          STATION RECOVERY (1972)
 QF1640
 QF1640'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1640'THE MONUMENT WAS RECOVERED AS DESCRIBED IN GOOD CONDITION HOWEVER
 QF1640'FOREST CITY LANDING IS ABOUT 250 METERS SOUTH OF THE FOREST CITY
 QF1640'LANDING MENTIONED IN THE ABOVE DESCRIPTION.  THE SITE OF THE OLD
 QF1640'FOREST CITY LANDING IS MARKED BY THREE GREEN BUILDINGS, A FLOAT AND
 QF1640'A PIER, ALL PRIVATELY OWNED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1731 ***********************************************************************
 QF1731  DESIGNATION -  REFERENCE MON 83 ECC
 QF1731  PID         -  QF1731
 QF1731  STATE/COUNTY-  ME/WASHINGTON
 QF1731  USGS QUAD   -  FOREST CITY (1988)
 QF1731
 QF1731                         *CURRENT SURVEY CONTROL
 QF1731  ___________________________________________________________________
 QF1731* NAD 83(1996)-  45 39 32.89259(N)    067 41 41.73878(W)     ADJUSTED  
 QF1731* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 QF1731  ___________________________________________________________________
 QF1731  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 QF1731  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 QF1731
 QF1731  HORZ ORDER  -  THIRD
 QF1731
 QF1731.The horizontal coordinates were established by classical geodetic methods
 QF1731.and adjusted by the National Geodetic Survey in March 1998..
 QF1731
 QF1731.The orthometric height was scaled from a topographic map.
 QF1731
 QF1731.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1731
 QF1731.The geoid height was determined by GEOID03.
 QF1731
 QF1731;                    North         East     Units Scale Factor Converg.
 QF1731;SPC ME E     -   221,706.742   362,739.093   MT  0.99994838   +0 34 32.9
 QF1731;UTM  19      - 5,057,004.620   601,673.331   MT  0.99972709   +0 56 00.5
 QF1731
 QF1731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1731!SPC ME E     -   0.99998542  x   0.99994838  =   0.99993380
 QF1731!UTM  19      -   0.99998542  x   0.99972709  =   0.99971251
 QF1731
 QF1731|---------------------------------------------------------------------|
 QF1731| PID    Reference Object                     Distance      Geod. Az  |
 QF1731|                                                           dddmmss.s |
 QF1731| QF1730 REFERENCE MON 83=STRAIGHT             4.370 METERS 09348     |
 QF1731| QF1636 ANNIE                               APPROX. 0.6 KM 1990528.7 |
 QF1731| QF1640 REFERENCE MON 82=LANDING            APPROX. 0.8 KM 2810531.0 |
 QF1731| QF1635 LOOSE ECC                           426.601 METERS 3333317.4 |
 QF1731|---------------------------------------------------------------------|
 QF1731
 QF1731                          SUPERSEDED SURVEY CONTROL
 QF1731
 QF1731  NAD 83(1992)-  45 39 32.88950(N)    067 41 41.73689(W) AD(       ) 3
 QF1731  NAD 83(1986)-  45 39 32.89374(N)    067 41 41.75177(W) AD(       ) 3
 QF1731  NAD 27      -  45 39 32.67700(N)    067 41 43.72900(W) AD(       ) 3
 QF1731
 QF1731.Superseded values are not recommended for survey control.
 QF1731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1731.See file dsdata.txt to determine how the superseded data were derived.
 QF1731
 QF1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL0167357005(NAD 83)
 QF1731_MARKER: H = DRILL HOLE
 QF1731_SETTING: 80 = SET IN A BOULDER
 QF1731_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 QF1731
 QF1731  HISTORY     - Date     Condition        Report By
 QF1731  HISTORY     - 1946     MONUMENTED       IBC
 QF1731
 QF1731                          STATION DESCRIPTION
 QF1731
 QF1731'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF1731'A DRILL HOLE IN A ROCK ON THE BEACH, MIDWAY BETWEEN THE MONUMENT AND
 QF1731'LOW WATER, 15.07 FEET (SLOPE MEASURE) FROM THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1730 ***********************************************************************
 QF1730  DESIGNATION -  REFERENCE MON 83=STRAIGHT
 QF1730  PID         -  QF1730
 QF1730  STATE/COUNTY-  ME/WASHINGTON
 QF1730  USGS QUAD   -  FOREST CITY (1988)
 QF1730
 QF1730                         *CURRENT SURVEY CONTROL
 QF1730  ___________________________________________________________________
 QF1730* NAD 83(1996)-  45 39 32.88321(N)    067 41 41.53735(W)     ADJUSTED  
 QF1730* NAVD 88     -       118.     (meters)     387.     (feet)  SCALED    
 QF1730  ___________________________________________________________________
 QF1730  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 QF1730  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 QF1730
 QF1730  HORZ ORDER  -  THIRD
 QF1730
 QF1730.The horizontal coordinates were established by classical geodetic methods
 QF1730.and adjusted by the National Geodetic Survey in March 1998..
 QF1730
 QF1730.The orthometric height was scaled from a topographic map.
 QF1730
 QF1730.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1730
 QF1730.The geoid height was determined by GEOID03.
 QF1730
 QF1730;                    North         East     Units Scale Factor Converg.
 QF1730;SPC ME E     -   221,706.496   362,743.457   MT  0.99994838   +0 34 33.0
 QF1730;UTM  19      - 5,057,004.402   601,677.694   MT  0.99972710   +0 56 00.6
 QF1730
 QF1730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1730!SPC ME E     -   0.99998526  x   0.99994838  =   0.99993364
 QF1730!UTM  19      -   0.99998526  x   0.99972710  =   0.99971236
 QF1730
 QF1730:                Primary Azimuth Mark                     Grid Az
 QF1730:SPC ME E     -  NONE IBC                                 150 30 25.2
 QF1730:UTM  19      -  NONE IBC                                 150 08 57.6
 QF1730
 QF1730|---------------------------------------------------------------------|
 QF1730| PID    Reference Object                     Distance      Geod. Az  |
 QF1730|                                                           dddmmss.s |
 QF1730| QF1629 NONE IBC                            APPROX. 1.1 KM 1510458.2 |
 QF1730| QF1634 LOOSE IBC                           437.184 METERS 3333650.7 |
 QF1730|---------------------------------------------------------------------|
 QF1730
 QF1730                          SUPERSEDED SURVEY CONTROL
 QF1730
 QF1730  NAD 83(1992)-  45 39 32.88011(N)    067 41 41.53546(W) AD(       ) 3
 QF1730  NAD 83(1986)-  45 39 32.88436(N)    067 41 41.55032(W) AD(       ) 3
 QF1730  NAD 27      -  45 39 32.66800(N)    067 41 43.52700(W) AD(       ) 3
 QF1730
 QF1730.Superseded values are not recommended for survey control.
 QF1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1730.See file dsdata.txt to determine how the superseded data were derived.
 QF1730
 QF1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL0167857004(NAD 83)
 QF1730_MARKER: Z = SEE DESCRIPTION
 QF1730_SETTING: 80 = SET IN A BOULDER
 QF1730_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF1730
 QF1730  HISTORY     - Date     Condition        Report By
 QF1730  HISTORY     - 1912     MONUMENTED       IBC
 QF1730  HISTORY     - 1972     GOOD             IBC
 QF1730
 QF1730                          STATION DESCRIPTION
 QF1730
 QF1730'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (AJB)
 QF1730'ON THE E SHORE OF SPEDNIK LAKE, OPPOSITE TO AND ALMOST DUE E OF
 QF1730'FOREST CITY LANDING.  IT IS ON A SHARP - TOPPED ROCK ABOUT 3 BY 3
 QF1730'METERS IN CROSS SECTION AND 2.4 METERS HIGH, JUST OUTSIDE THE TREE
 QF1730'LINE.
 QF1730'
 QF1730'STATION MARK IS A STANDARD 8 - INCH MANGANESE BRONZE REFERENCE POST
 QF1730'SET IN A DRILL HOLE IN THE ROCK.  A CROSS IS CUT IN A ROCK 6.70
 QF1730'METERS INLAND AND DOWNSTREAM FROM THE STATION.  A CROSS WITHIN A
 QF1730'TRIANGLE IS CUT IN A ROCK 5.08 METERS INLAND AND UPSTREAM FROM THE
 QF1730'STATION.
 QF1730
 QF1730                          STATION RECOVERY (1972)
 QF1730
 QF1730'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1730'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1630 ***********************************************************************
 QF1630  DESIGNATION -  REFERENCE MON 84=PINE
 QF1630  PID         -  QF1630
 QF1630  STATE/COUNTY-  ME/WASHINGTON
 QF1630  USGS QUAD   -  FOREST CITY (1988)
 QF1630
 QF1630                         *CURRENT SURVEY CONTROL
 QF1630  ___________________________________________________________________
 QF1630* NAD 83(1996)-  45 39 19.37938(N)    067 41 26.61664(W)     ADJUSTED  
 QF1630* NAVD 88     -       116.     (meters)     381.     (feet)  SCALED    
 QF1630  ___________________________________________________________________
 QF1630  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 QF1630  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 QF1630
 QF1630  HORZ ORDER  -  THIRD
 QF1630
 QF1630.The horizontal coordinates were established by classical geodetic methods
 QF1630.and adjusted by the National Geodetic Survey in March 1998..
 QF1630
 QF1630.The orthometric height was scaled from a topographic map.
 QF1630
 QF1630.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1630
 QF1630.The geoid height was determined by GEOID03.
 QF1630
 QF1630;                    North         East     Units Scale Factor Converg.
 QF1630;SPC ME E     -   221,292.883   363,070.658   MT  0.99994889   +0 34 43.6
 QF1630;UTM  19      - 5,056,592.930   602,007.399   MT  0.99972793   +0 56 11.1
 QF1630
 QF1630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1630!SPC ME E     -   0.99998557  x   0.99994889  =   0.99993446
 QF1630!UTM  19      -   0.99998557  x   0.99972793  =   0.99971351
 QF1630
 QF1630:                Primary Azimuth Mark                     Grid Az
 QF1630:SPC ME E     -  NONE IBC                                 158 47 22.6
 QF1630:UTM  19      -  NONE IBC                                 158 25 55.1
 QF1630
 QF1630|---------------------------------------------------------------------|
 QF1630| PID    Reference Object                     Distance      Geod. Az  |
 QF1630|                                                           dddmmss.s |
 QF1630| QF1629 NONE IBC                            APPROX. 0.6 KM 1592206.2 |
 QF1630|---------------------------------------------------------------------|
 QF1630
 QF1630                          SUPERSEDED SURVEY CONTROL
 QF1630
 QF1630  NAD 83(1992)-  45 39 19.37623(N)    067 41 26.61467(W) AD(       ) 3
 QF1630  NAD 83(1986)-  45 39 19.38039(N)    067 41 26.62925(W) AD(       ) 3
 QF1630  NAD 27      -  45 39 19.16300(N)    067 41 28.60700(W) AD(       ) 3
 QF1630
 QF1630.Superseded values are not recommended for survey control.
 QF1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1630.See file dsdata.txt to determine how the superseded data were derived.
 QF1630
 QF1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL0200756593(NAD 83)
 QF1630_MARKER: Z = SEE DESCRIPTION
 QF1630_SETTING: 80 = SET IN A BOULDER
 QF1630_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF1630
 QF1630  HISTORY     - Date     Condition        Report By
 QF1630  HISTORY     - 1917     MONUMENTED       IBC
 QF1630  HISTORY     - 1972     GOOD             IBC
 QF1630
 QF1630                          STATION DESCRIPTION
 QF1630
 QF1630'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (HOC)
 QF1630'ON THE E SHORE OF SPEDNIK LAKE, 0.7 MILE SE OF FOREST CITY LANDING,
 QF1630'AND 0.4 MILE N OF CURRENT ISLAND.  IT IS ON A BOULDER SURROUNDED BY A
 QF1630'GROWTH OF SPRUCE NEAR THE WATERS EDGE.  THE FACE OF THE BOULDER
 QF1630'SLOPES TOWARD THE LAKE AND IS 2.1 METERS LONG AND 1.5 METERS WIDE,
 QF1630'PROJECTING 0.3 METER FROM THE GROUND.  STATION BOULDER IN 1946 WAS
 QF1630'ON HIGH - WATER LINE AND RESTS AGAINST A LARGER BOULDER 6 FEET HIGH
 QF1630'WHICH FORMS A SMALL POINT N THE SHORE WITH A MORE PROMINENT POINT
 QF1630'400 FEET N OF IT.  A 10 - INCH SPRUCE IS 8 FEET INLAND.
 QF1630'
 QF1630'STATION MARK IS A BOUNDARY REFERENCE POST SET IN A DRILL HOLE IN THE
 QF1630'BOULDER.
 QF1630
 QF1630                          STATION RECOVERY (1972)
 QF1630
 QF1630'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1630'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1633 ***********************************************************************
 QF1633  DESIGNATION -  REFERENCE MON 85=ELEPHANT
 QF1633  PID         -  QF1633
 QF1633  STATE/COUNTY-  ME/WASHINGTON
 QF1633  USGS QUAD   -  FOREST CITY (1988)
 QF1633
 QF1633                         *CURRENT SURVEY CONTROL
 QF1633  ___________________________________________________________________
 QF1633* NAD 83(1996)-  45 38 54.79577(N)    067 41 34.32679(W)     ADJUSTED  
 QF1633* NAVD 88     -       119.     (meters)     390.     (feet)  SCALED    
 QF1633  ___________________________________________________________________
 QF1633  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 QF1633  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 QF1633
 QF1633  HORZ ORDER  -  THIRD
 QF1633
 QF1633.The horizontal coordinates were established by classical geodetic methods
 QF1633.and adjusted by the National Geodetic Survey in March 1998..
 QF1633
 QF1633.The orthometric height was scaled from a topographic map.
 QF1633
 QF1633.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1633
 QF1633.The geoid height was determined by GEOID03.
 QF1633
 QF1633;                    North         East     Units Scale Factor Converg.
 QF1633;SPC ME E     -   220,532.295   362,911.390   MT  0.99994864   +0 34 37.8
 QF1633;UTM  19      - 5,055,831.531   601,852.915   MT  0.99972754   +0 56 05.2
 QF1633
 QF1633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1633!SPC ME E     -   0.99998510  x   0.99994864  =   0.99993374
 QF1633!UTM  19      -   0.99998510  x   0.99972754  =   0.99971265
 QF1633
 QF1633:                Primary Azimuth Mark                     Grid Az
 QF1633:SPC ME E     -  NONE IBC                                 057 03 37.3
 QF1633:UTM  19      -  NONE IBC                                 056 42 09.9
 QF1633
 QF1633|---------------------------------------------------------------------|
 QF1633| PID    Reference Object                     Distance      Geod. Az  |
 QF1633|                                                           dddmmss.s |
 QF1633| QF1629 NONE IBC                            432.712 METERS 0573815.1 |
 QF1633| QF1632 JIM IBC                             138.986 METERS 14513     |
 QF1633|---------------------------------------------------------------------|
 QF1633
 QF1633                          SUPERSEDED SURVEY CONTROL
 QF1633
 QF1633  NAD 83(1992)-  45 38 54.79251(N)    067 41 34.32485(W) AD(       ) 3
 QF1633  NAD 83(1986)-  45 38 54.79630(N)    067 41 34.33937(W) AD(       ) 3
 QF1633  NAD 27      -  45 38 54.57900(N)    067 41 36.31800(W) AD(       ) 3
 QF1633
 QF1633.Superseded values are not recommended for survey control.
 QF1633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1633.See file dsdata.txt to determine how the superseded data were derived.
 QF1633
 QF1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL0185355832(NAD 83)
 QF1633_MARKER: Z = SEE DESCRIPTION
 QF1633_SETTING: 0 = UNSPECIFIED SETTING
 QF1633
 QF1633  HISTORY     - Date     Condition        Report By
 QF1633  HISTORY     - 1917     MONUMENTED       IBC
 QF1633  HISTORY     - 1972     GOOD             IBC
 QF1633
 QF1633                          STATION DESCRIPTION
 QF1633
 QF1633'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (HOC)
 QF1633'ON THE W SHORE OF SPEDNIK LAKE, 0.9 MILE DOWN LAKE FROM FOREST CITY
 QF1633'LANDING, AND DIRECTLY OPPOSITE CURRENT ISLAND.  IT IS ON THE
 QF1633'LOW - WATER LINE ABOUT 30 METERS LAKEWARD FROM THE EDGE OF TREES AND
 QF1633'IS ON A BOULDER ABOUT 5 METERS SQUARE AT THE BASE, 5 METERS LONG ON
 QF1633'TOP, AND ABOUT 3 METERS HIGH.  THE BOULDER IS THE MOST PROMINENT ONE
 QF1633'IN THE VICINITY, 300 FEET N OF A PROMINENT POINT.
 QF1633'
 QF1633'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE POST
 QF1633'SET IN A DRILL HOLE IN THE BOULDER.
 QF1633
 QF1633                          STATION RECOVERY (1972)
 QF1633
 QF1633'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1633'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1621 ***********************************************************************
 QF1621  DESIGNATION -  REFERENCE MON 86
 QF1621  PID         -  QF1621
 QF1621  STATE/COUNTY-  ME/WASHINGTON
 QF1621  USGS QUAD   -  FOREST CITY (1988)
 QF1621
 QF1621                         *CURRENT SURVEY CONTROL
 QF1621  ___________________________________________________________________
 QF1621* NAD 83(1996)-  45 38 17.54990(N)    067 40 39.89997(W)     ADJUSTED  
 QF1621* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 QF1621  ___________________________________________________________________
 QF1621  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 QF1621  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 QF1621
 QF1621  HORZ ORDER  -  THIRD
 QF1621
 QF1621.The horizontal coordinates were established by classical geodetic methods
 QF1621.and adjusted by the National Geodetic Survey in March 1998..
 QF1621
 QF1621.The orthometric height was scaled from a topographic map.
 QF1621
 QF1621.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1621
 QF1621.The geoid height was determined by GEOID03.
 QF1621
 QF1621;                    North         East     Units Scale Factor Converg.
 QF1621;SPC ME E     -   219,394.487   364,101.595   MT  0.99995050   +0 35 16.4
 QF1621;UTM  19      - 5,054,701.422   603,049.933   MT  0.99973056   +0 56 43.5
 QF1621
 QF1621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1621!SPC ME E     -   0.99998542  x   0.99995050  =   0.99993592
 QF1621!UTM  19      -   0.99998542  x   0.99973056  =   0.99971598
 QF1621
 QF1621|---------------------------------------------------------------------|
 QF1621| PID    Reference Object                     Distance      Geod. Az  |
 QF1621|                                                           dddmmss.s |
 QF1621| QF1620 TABLE ROCK                          188.323 METERS 16313     |
 QF1621| QF1624 SHAW IBC ECC                        APPROX. 0.5 KM 2094548.0 |
 QF1621|---------------------------------------------------------------------|
 QF1621
 QF1621                          SUPERSEDED SURVEY CONTROL
 QF1621
 QF1621  NAD 83(1992)-  45 38 17.54646(N)    067 40 39.89775(W) AD(       ) 3
 QF1621  NAD 83(1986)-  45 38 17.54986(N)    067 40 39.91125(W) AD(       ) 3
 QF1621  NAD 27      -  45 38 17.32799(N)    067 40 41.88744(W) AD(       ) 3
 QF1621
 QF1621.Superseded values are not recommended for survey control.
 QF1621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1621.See file dsdata.txt to determine how the superseded data were derived.
 QF1621
 QF1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL0305054701(NAD 83)
 QF1621_MARKER: Z = SEE DESCRIPTION
 QF1621_SETTING: 80 = SET IN A BOULDER
 QF1621_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF1621
 QF1621  HISTORY     - Date     Condition        Report By
 QF1621  HISTORY     - 1917     MONUMENTED       IBC
 QF1621  HISTORY     - 1972     GOOD             IBC
 QF1621
 QF1621                          STATION DESCRIPTION
 QF1621
 QF1621'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (HOC)
 QF1621'ON THE E SHORE OF SPEDNIK LAKE, 0.9 MILE BELOW CURRENT ISLAND, AND
 QF1621'188 METERS UP THE LAKE FROM THE OLD COAST SURVEY STATION TABLE ROCK.
 QF1621'IT IS ON A ROUGH - SURFACED GRANITE BOULDER WHOSE TOP IS RECTANGULAR
 QF1621'IN SHAPE 4.6 METERS LONG, 2.4 METERS WIDE, AND ABOUT 2 METERS ABOVE
 QF1621'LOW WATER.  THE STATION BOULDER IS 30 FEET OUTSIDE THE TREE AND
 QF1621'HIGH - WATER LINE, WITH A SLIGHTLY SMALLER BOULDER BESIDE IT ON THE
 QF1621'S, AND ANOTHER BOULDER ABOUT SAME SIZE 50 FEET TO THE N.
 QF1621'
 QF1621'STATION MARK IS THE SHANK OF A BOUNDARY REFERENCE POST BROKEN OFF 1
 QF1621'INCH BELOW THE SURFACE SET IN A DRILL HOLE IN THE BOULDER.
 QF1621'
 QF1621'RM 86 IS CUT IN THE BOULDER NEAR THE STATION.
 QF1621
 QF1621                          STATION RECOVERY (1972)
 QF1621
 QF1621'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1621'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1626 ***********************************************************************
 QF1626  DESIGNATION -  REFERENCE MON 87=MAPLE
 QF1626  PID         -  QF1626
 QF1626  STATE/COUNTY-  ME/WASHINGTON
 QF1626  USGS QUAD   -  FOREST CITY (1988)
 QF1626
 QF1626                         *CURRENT SURVEY CONTROL
 QF1626  ___________________________________________________________________
 QF1626* NAD 83(1996)-  45 38 17.72252(N)    067 41 08.16623(W)     ADJUSTED  
 QF1626* NAVD 88     -       118.     (meters)     387.     (feet)  SCALED    
 QF1626  ___________________________________________________________________
 QF1626  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 QF1626  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 QF1626
 QF1626  HORZ ORDER  -  THIRD
 QF1626
 QF1626.The horizontal coordinates were established by classical geodetic methods
 QF1626.and adjusted by the National Geodetic Survey in March 1998..
 QF1626
 QF1626.The orthometric height was scaled from a topographic map.
 QF1626
 QF1626.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1626
 QF1626.The geoid height was determined by GEOID03.
 QF1626
 QF1626;                    North         East     Units Scale Factor Converg.
 QF1626;SPC ME E     -   219,393.565   363,489.429   MT  0.99994954   +0 34 56.2
 QF1626;UTM  19      - 5,054,696.681   602,437.920   MT  0.99972901   +0 56 23.3
 QF1626
 QF1626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1626!SPC ME E     -   0.99998526  x   0.99994954  =   0.99993480
 QF1626!UTM  19      -   0.99998526  x   0.99972901  =   0.99971427
 QF1626
 QF1626:                Primary Azimuth Mark                     Grid Az
 QF1626:SPC ME E     -  SHORT IBC                                353 30 31.7
 QF1626:UTM  19      -  SHORT IBC                                353 09 04.6
 QF1626
 QF1626|---------------------------------------------------------------------|
 QF1626| PID    Reference Object                     Distance      Geod. Az  |
 QF1626|                                                           dddmmss.s |
 QF1626| QF1627 SHORT IBC                           APPROX. 1.1 KM 3540527.9 |
 QF1626|---------------------------------------------------------------------|
 QF1626
 QF1626                          SUPERSEDED SURVEY CONTROL
 QF1626
 QF1626  NAD 83(1992)-  45 38 17.71909(N)    067 41 08.16413(W) AD(       ) 3
 QF1626  NAD 83(1986)-  45 38 17.72240(N)    067 41 08.17801(W) AD(       ) 3
 QF1626  NAD 27      -  45 38 17.50200(N)    067 41 10.15500(W) AD(       ) 3
 QF1626
 QF1626.Superseded values are not recommended for survey control.
 QF1626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1626.See file dsdata.txt to determine how the superseded data were derived.
 QF1626
 QF1626_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL0243854697(NAD 83)
 QF1626_MARKER: Z = SEE DESCRIPTION
 QF1626_SETTING: 80 = SET IN A BOULDER
 QF1626_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF1626
 QF1626  HISTORY     - Date     Condition        Report By
 QF1626  HISTORY     - 1917     MONUMENTED       IBC
 QF1626  HISTORY     - 1972     GOOD             IBC
 QF1626
 QF1626                          STATION DESCRIPTION
 QF1626
 QF1626'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (HOC)
 QF1626'ABOUT 40 FEET OUTSIDE THE TREE LINE (ALSO HIGH - WATER LINE), IN A
 QF1626'SHALLOW BAY ON THE W SIDE OF SPEDNIK LAKE, ABOUT 3/4 MILE BELOW
 QF1626'CURRENT ISLAND.  IT IS 150 FEET S OF A POINT OF WOODS, ON A
 QF1626'DOME - SHAPED CLEFT ROCK 10 BY 16 FEET AND 6 FEET HIGH ON A
 QF1626'BOULDER - STREWN BEACH, AND 50 FEET INSHORE FROM LOW - WATER LINE.
 QF1626'ABOUT 150 FEET S OF THE STATION IS THE LARGEST BOULDER ON THE SHORE
 QF1626'OF SPEDNIK LAKE, ABOUT 17 FEET HIGH, AND SHAPED LIKE A HAYSTACK WITH
 QF1626'THE LAKE END CUT OFF PERPENDICULARLY.
 QF1626'
 QF1626'STATION MARK IS A BOUNDARY REFERENCE POST SET IN A DRILL HOLE IN THE
 QF1626'BOULDER, 1 FOOT S OF THE CLEFT IN THE BOULDER.
 QF1626
 QF1626                          STATION RECOVERY (1972)
 QF1626
 QF1626'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1626'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1603 ***********************************************************************
 QF1603  DESIGNATION -  REFERENCE MON 88=FURNACE
 QF1603  PID         -  QF1603
 QF1603  STATE/COUNTY-  ME/WASHINGTON
 QF1603  USGS QUAD   -  FOREST (1988)
 QF1603
 QF1603                         *CURRENT SURVEY CONTROL
 QF1603  ___________________________________________________________________
 QF1603* NAD 83(1996)-  45 37 15.43074(N)    067 39 42.17490(W)     ADJUSTED  
 QF1603* NAVD 88     -       118.     (meters)     387.     (feet)  SCALED    
 QF1603  ___________________________________________________________________
 QF1603  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 QF1603  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 QF1603
 QF1603  HORZ ORDER  -  THIRD
 QF1603
 QF1603.The horizontal coordinates were established by classical geodetic methods
 QF1603.and adjusted by the National Geodetic Survey in March 1998..
 QF1603
 QF1603.The orthometric height was scaled from a topographic map.
 QF1603
 QF1603.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1603
 QF1603.The geoid height was determined by GEOID03.
 QF1603
 QF1603;                    North         East     Units Scale Factor Converg.
 QF1603;SPC ME E     -   217,489.808   365,371.699   MT  0.99995252   +0 35 57.0
 QF1603;UTM  19      - 5,052,805.120   604,331.615   MT  0.99973383   +0 57 23.7
 QF1603
 QF1603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1603!SPC ME E     -   0.99998526  x   0.99995252  =   0.99993778
 QF1603!UTM  19      -   0.99998526  x   0.99973383  =   0.99971909
 QF1603
 QF1603:                Primary Azimuth Mark                     Grid Az
 QF1603:SPC ME E     -  CREEK IBC                                292 40 32.2
 QF1603:UTM  19      -  CREEK IBC                                292 19 05.5
 QF1603
 QF1603|---------------------------------------------------------------------|
 QF1603| PID    Reference Object                     Distance      Geod. Az  |
 QF1603|                                                           dddmmss.s |
 QF1603| QF1623 CREEK IBC                           APPROX. 1.5 KM 2931629.2 |
 QF1603|---------------------------------------------------------------------|
 QF1603
 QF1603                          SUPERSEDED SURVEY CONTROL
 QF1603
 QF1603  NAD 83(1992)-  45 37 15.42714(N)    067 39 42.17255(W) AD(       ) 3
 QF1603  NAD 83(1986)-  45 37 15.43009(N)    067 39 42.18524(W) AD(       ) 3
 QF1603  NAD 27      -  45 37 15.20800(N)    067 39 44.16300(W) AD(       ) 3
 QF1603
 QF1603.Superseded values are not recommended for survey control.
 QF1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1603.See file dsdata.txt to determine how the superseded data were derived.
 QF1603
 QF1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL0433252805(NAD 83)
 QF1603_MARKER: Z = SEE DESCRIPTION
 QF1603_SETTING: 80 = SET IN A BOULDER
 QF1603_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF1603
 QF1603  HISTORY     - Date     Condition        Report By
 QF1603  HISTORY     - 1912     MONUMENTED       IBC
 QF1603  HISTORY     - 1972     GOOD             IBC
 QF1603
 QF1603                          STATION DESCRIPTION
 QF1603
 QF1603'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (AJB)
 QF1603'ON THE E SHORE OF THE POINT, AT THE E SIDE OF THE ENTRANCE TO SPRUCE
 QF1603'MOUNTAIN COVE, AND ABOUT 200 METERS DOWNLAKE FROM THE MOST
 QF1603'NORTHERLY TIP OF THE POINT.  A BIG ROCK OUT IN THE LAKE IS IN LINE
 QF1603'WITH HINKLEY POINT FROM THE STATION.  THE STATION IS ON A POINTED
 QF1603'ROCK 4.6 METERS LONG, 4 METERS WIDE, AND 2.4 METERS HIGH, 60 FEET
 QF1603'OUTSIDE THE TREE AND HIGH - WATER LINE.
 QF1603'
 QF1603'STATION MARK IS A BOUNDARY REFERENCE POST SET IN A DRILL HOLE IN THE
 QF1603'ROCK.  A CROSS WITHIN A TRIANGLE IS CUT IN A ROCK 5 BY 7 FEET AND 2
 QF1603'FEET HIGH 31.97 FEET W.  A SIMILAR MARK IS CUT IN A ROCK 6 BY 8 FEET
 QF1603'AND 5 FEET HIGH 22.57 FEET NE.  A SIMILAR MARK IS CUT IN A ROCK 3 BY
 QF1603'7 FEET AND 4 FEET HIGH 18.22 FEET SE.  ALL DISTANCES ARE SLOPE
 QF1603'MEASUREMENTS, AS STATION IS ABOUT 5 FEET HIGHER THAN THE REFERENCES.
 QF1603
 QF1603                          STATION RECOVERY (1972)
 QF1603
 QF1603'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1603'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1618 ***********************************************************************
 QF1618  DESIGNATION -  REFERENCE MON 89=HINKLEY RM
 QF1618  PID         -  QF1618
 QF1618  STATE/COUNTY-  ME/WASHINGTON
 QF1618  USGS QUAD   -  FOREST CITY (1988)
 QF1618
 QF1618                         *CURRENT SURVEY CONTROL
 QF1618  ___________________________________________________________________
 QF1618* NAD 83(1996)-  45 37 35.04136(N)    067 39 38.01223(W)     ADJUSTED  
 QF1618* NAVD 88     -       116.     (meters)     381.     (feet)  SCALED    
 QF1618  ___________________________________________________________________
 QF1618  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 QF1618  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 QF1618
 QF1618  HORZ ORDER  -  THIRD
 QF1618
 QF1618.The horizontal coordinates were established by classical geodetic methods
 QF1618.and adjusted by the National Geodetic Survey in March 1998..
 QF1618
 QF1618.The orthometric height was scaled from a topographic map.
 QF1618
 QF1618.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1618
 QF1618.The geoid height was determined by GEOID03.
 QF1618
 QF1618;                    North         East     Units Scale Factor Converg.
 QF1618;SPC ME E     -   218,096.134   365,455.530   MT  0.99995266   +0 36 00.2
 QF1618;UTM  19      - 5,053,411.825   604,411.644   MT  0.99973403   +0 57 27.0
 QF1618
 QF1618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1618!SPC ME E     -   0.99998557  x   0.99995266  =   0.99993823
 QF1618!UTM  19      -   0.99998557  x   0.99973403  =   0.99971961
 QF1618
 QF1618                          SUPERSEDED SURVEY CONTROL
 QF1618
 QF1618  NAD 83(1992)-  45 37 35.03778(N)    067 39 38.00987(W) AD(       ) 4
 QF1618  NAD 83(1986)-  45 37 35.04087(N)    067 39 38.02262(W) AD(       ) 4
 QF1618  NAD 27      -  45 37 34.81964(N)    067 39 39.99923(W) AD(       ) 3
 QF1618
 QF1618.Superseded values are not recommended for survey control.
 QF1618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1618.See file dsdata.txt to determine how the superseded data were derived.
 QF1618
 QF1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL0441253412(NAD 83)
 QF1618_MARKER: Z = SEE DESCRIPTION
 QF1618_SETTING: 80 = SET IN A BOULDER
 QF1618_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF1618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1618+STABILITY: SURFACE MOTION
 QF1618
 QF1618  HISTORY     - Date     Condition        Report By
 QF1618  HISTORY     - 1917     MONUMENTED       IBC
 QF1618  HISTORY     - 1955     GOOD             IBC
 QF1618
 QF1618                          STATION DESCRIPTION
 QF1618
 QF1618'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (HOC)
 QF1618'JUST INSIDE THE BRUSH LINE AND SLIGHTLY BELOW HIGH - WATER LINE ON
 QF1618'THE EXTREME END OF HINKLEY POINT, ON THE NE SIDE OF SPEDNIK LAKE.  IT
 QF1618'IS 15 FEET SW OF A 24 - INCH PINE TREE, THE OUTER TREE ON THE POINT,
 QF1618'ABOUT 45 FEET SW BY W OF STATION HINKLEY, ON A POINTED TRIANGULAR ROCK
 QF1618'3 FEET ON A SIDE AND 18 INCHES HIGH.
 QF1618'
 QF1618'STATION MARK IS A BOUNDARY REFERENCE POST SET IN A DRILL HOLE IN THE
 QF1618'ROCK.
 QF1618
 QF1618                          STATION RECOVERY (1955)
 QF1618
 QF1618'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1618'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1798 ***********************************************************************
 QF1798  DESIGNATION -  REFERENCE MON 9
 QF1798  PID         -  QF1798
 QF1798  STATE/COUNTY-  ME/AROOSTOOK
 QF1798  USGS QUAD   -  NORTH AMITY (1989)
 QF1798
 QF1798                         *CURRENT SURVEY CONTROL
 QF1798  ___________________________________________________________________
 QF1798* NAD 83(1996)-  45 53 47.23918(N)    067 46 37.12932(W)     ADJUSTED  
 QF1798* NAVD 88     -       137.     (meters)     449.     (feet)  SCALED    
 QF1798  ___________________________________________________________________
 QF1798  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 QF1798  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 QF1798
 QF1798  HORZ ORDER  -  THIRD
 QF1798
 QF1798.The horizontal coordinates were established by classical geodetic methods
 QF1798.and adjusted by the National Geodetic Survey in March 1998..
 QF1798
 QF1798.The orthometric height was scaled from a topographic map.
 QF1798
 QF1798.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1798
 QF1798.The geoid height was determined by GEOID03.
 QF1798
 QF1798;                    North         East     Units Scale Factor Converg.
 QF1798;SPC ME E     -   248,020.296   356,106.211   MT  0.99993869   +0 31 09.1
 QF1798;UTM  19      - 5,083,270.270   594,877.520   MT  0.99971066   +0 52 41.9
 QF1798
 QF1798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1798!SPC ME E     -   0.99998225  x   0.99993869  =   0.99992094
 QF1798!UTM  19      -   0.99998225  x   0.99971066  =   0.99969292
 QF1798
 QF1798                          SUPERSEDED SURVEY CONTROL
 QF1798
 QF1798  NAD 83(1992)-  45 53 47.23730(N)    067 46 37.13021(W) AD(       ) 4
 QF1798  NAD 83(1986)-  45 53 46.84685(N)    067 46 36.12834(W) AD(       ) 4
 QF1798  NAD 27      -  45 53 47.09500(N)    067 46 39.23900(W) AD(       ) 3
 QF1798
 QF1798.Superseded values are not recommended for survey control.
 QF1798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1798.See file dsdata.txt to determine how the superseded data were derived.
 QF1798
 QF1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9487883270(NAD 83)
 QF1798_MARKER: Z = SEE DESCRIPTION
 QF1798_SETTING: 0 = UNSPECIFIED SETTING
 QF1798
 QF1798  HISTORY     - Date     Condition        Report By
 QF1798  HISTORY     - 1913     MONUMENTED       IBC
 QF1798  HISTORY     - 1972     GOOD             IBC
 QF1798
 QF1798                          STATION DESCRIPTION
 QF1798
 QF1798'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1913 (JEM)
 QF1798'IN MONUMENT BROOK, 9.8 METERS FROM THE STREAM, AND JUST OPPOSITE
 QF1798'REFERENCE MONUMENT 8.
 QF1798'
 QF1798'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE POST
 QF1798'SET IN A CONCRETE BASE.
 QF1798
 QF1798                          STATION RECOVERY (1972)
 QF1798
 QF1798'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1798'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1601 ***********************************************************************
 QF1601  DESIGNATION -  REFERENCE MON 90=POT HOLE
 QF1601  PID         -  QF1601
 QF1601  STATE/COUNTY-  ME/WASHINGTON
 QF1601  USGS QUAD   -  FOREST (1988)
 QF1601
 QF1601                         *CURRENT SURVEY CONTROL
 QF1601  ___________________________________________________________________
 QF1601* NAD 83(1996)-  45 36 42.86742(N)    067 38 54.90064(W)     ADJUSTED  
 QF1601* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 QF1601  ___________________________________________________________________
 QF1601  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 QF1601  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 QF1601
 QF1601  HORZ ORDER  -  THIRD
 QF1601
 QF1601.The horizontal coordinates were established by classical geodetic methods
 QF1601.and adjusted by the National Geodetic Survey in March 1998..
 QF1601
 QF1601.The orthometric height was scaled from a topographic map.
 QF1601
 QF1601.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1601
 QF1601.The geoid height was determined by GEOID03.
 QF1601
 QF1601;                    North         East     Units Scale Factor Converg.
 QF1601;SPC ME E     -   216,495.367   366,406.422   MT  0.99995420   +0 36 30.5
 QF1601;UTM  19      - 5,051,817.369   605,372.294   MT  0.99973651   +0 57 57.0
 QF1601
 QF1601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1601!SPC ME E     -   0.99998541  x   0.99995420  =   0.99993961
 QF1601!UTM  19      -   0.99998541  x   0.99973651  =   0.99972193
 QF1601
 QF1601:                Primary Azimuth Mark                     Grid Az
 QF1601:SPC ME E     -  LYONS IBC                                318 11 13.6
 QF1601:UTM  19      -  LYONS IBC                                317 49 47.1
 QF1601
 QF1601|---------------------------------------------------------------------|
 QF1601| PID    Reference Object                     Distance      Geod. Az  |
 QF1601|                                                           dddmmss.s |
 QF1601| QF1602 LYONS IBC                           APPROX. 0.7 KM 3184744.1 |
 QF1601|---------------------------------------------------------------------|
 QF1601
 QF1601                          SUPERSEDED SURVEY CONTROL
 QF1601
 QF1601  NAD 83(1992)-  45 36 42.86377(N)    067 38 54.89824(W) AD(       ) 3
 QF1601  NAD 83(1986)-  45 36 42.86663(N)    067 38 54.91053(W) AD(       ) 3
 QF1601  NAD 27      -  45 36 42.64000(N)    067 38 56.88900(W) AD(       ) 3
 QF1601
 QF1601.Superseded values are not recommended for survey control.
 QF1601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1601.See file dsdata.txt to determine how the superseded data were derived.
 QF1601
 QF1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL0537251817(NAD 83)
 QF1601_MARKER: Z = SEE DESCRIPTION
 QF1601_SETTING: 80 = SET IN A BOULDER
 QF1601_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF1601
 QF1601  HISTORY     - Date     Condition        Report By
 QF1601  HISTORY     - 1917     MONUMENTED       IBC
 QF1601  HISTORY     - 1972     GOOD             IBC
 QF1601
 QF1601                          STATION DESCRIPTION
 QF1601
 QF1601'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (HOC)
 QF1601'ON THE W SHORE OF SPEDNIK LAKE, ONE MILE BELOW THE ENTRANCE TO SPRUCE
 QF1601'MOUNTAIN COVE, AND DIRECTLY OPPOSITE BIRCH ISLAND.  A SMALL ISLAND
 QF1601'OUT IN THE LAKE IS IN LINE WITH MCALLISTER POINT ALMOST DUE N FROM
 QF1601'THE STATION.  THE SHORE IS ROUGH AND ROCKY AND THE TIMBER COMES DOWN
 QF1601'TO THE LAKE.  THE STATION IS JUST OUTSIDE THE SPRUCE TIMBER, ON A
 QF1601'TRIANGULAR ROCK WITH SIDES ABOUT 3 METERS IN LENGTH AND A HEIGHT OF
 QF1601'1.5 METERS, NEAR HEAD OF A SHALLOW BAY.
 QF1601'
 QF1601'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE POST
 QF1601'SET IN A DRILL HOLE IN THE ROCK.
 QF1601
 QF1601                          STATION RECOVERY (1972)
 QF1601
 QF1601'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1601'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1608 ***********************************************************************
 QF1608  DESIGNATION -  REFERENCE MON 91 39
 QF1608  PID         -  QF1608
 QF1608  STATE/COUNTY-  ME/WASHINGTON
 QF1608  USGS QUAD   -  FOREST (1988)
 QF1608
 QF1608                         *CURRENT SURVEY CONTROL
 QF1608  ___________________________________________________________________
 QF1608* NAD 83(1996)-  45 37 17.76240(N)    067 38 51.95904(W)     ADJUSTED  
 QF1608* NAVD 88     -       116.     (meters)     381.     (feet)  SCALED    
 QF1608  ___________________________________________________________________
 QF1608  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 QF1608  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 QF1608
 QF1608  HORZ ORDER  -  THIRD
 QF1608
 QF1608.The horizontal coordinates were established by classical geodetic methods
 QF1608.and adjusted by the National Geodetic Survey in March 1998..
 QF1608
 QF1608.The orthometric height was scaled from a topographic map.
 QF1608
 QF1608.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1608
 QF1608.The geoid height was determined by GEOID03.
 QF1608
 QF1608;                    North         East     Units Scale Factor Converg.
 QF1608;SPC ME E     -   217,573.257   366,458.701   MT  0.99995428   +0 36 32.9
 QF1608;UTM  19      - 5,052,895.329   605,417.838   MT  0.99973663   +0 57 59.7
 QF1608
 QF1608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1608!SPC ME E     -   0.99998557  x   0.99995428  =   0.99993985
 QF1608!UTM  19      -   0.99998557  x   0.99973663  =   0.99972221
 QF1608
 QF1608:                Primary Azimuth Mark                     Grid Az
 QF1608:SPC ME E     -  SOLID IBC                                063 53 37.8
 QF1608:UTM  19      -  SOLID IBC                                063 32 11.0
 QF1608
 QF1608|---------------------------------------------------------------------|
 QF1608| PID    Reference Object                     Distance      Geod. Az  |
 QF1608|                                                           dddmmss.s |
 QF1608| QF1615 SOLID IBC                           APPROX. 0.9 KM 0643010.7 |
 QF1608| QF1600 MC ALLISTER                          30.061 METERS 24619     |
 QF1608|---------------------------------------------------------------------|
 QF1608
 QF1608                          SUPERSEDED SURVEY CONTROL
 QF1608
 QF1608  NAD 83(1992)-  45 37 17.75881(N)    067 38 51.95662(W) AD(       ) 3
 QF1608  NAD 83(1986)-  45 37 17.76188(N)    067 38 51.96903(W) AD(       ) 3
 QF1608  NAD 27      -  45 37 17.53800(N)    067 38 53.94500(W) AD(       ) 3
 QF1608
 QF1608.Superseded values are not recommended for survey control.
 QF1608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1608.See file dsdata.txt to determine how the superseded data were derived.
 QF1608
 QF1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL0541852895(NAD 83)
 QF1608_MARKER: Z = SEE DESCRIPTION
 QF1608_SETTING: 0 = UNSPECIFIED SETTING
 QF1608
 QF1608  HISTORY     - Date     Condition        Report By
 QF1608  HISTORY     - 1939     MONUMENTED       IBC
 QF1608
 QF1608                          STATION DESCRIPTION
 QF1608
 QF1608'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1939 (JH)
 QF1608'THE MONUMENT WAS RELOCATED BY TRIANGULATION AND FOUND ITS NEW
 QF1608'POSITION TO BE ABOUT 3 FEET NORTHEASTWARD OF THE ORIGINAL POSITION.
 QF1608'THE BRONZE POST HAD BEEN BROKEN OFF AT THE SURFACE OF THE ROCK AND
 QF1608'THE CHANGE IN POSITION MAY BE DUE TO PRESSURE OF ICE ON THE ROCK.
 QF1608'THE SHANK IS FIRMLY FIXED IN THE DRILL HOLE AND MARKS THE REFERENCE
 QF1608'POINT.  RM WAS CUT IN THE SURFACE OF THE ROCK TO IDENTIFY THE POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1609 ***********************************************************************
 QF1609  DESIGNATION -  REFERENCE MON 91=MC ALLSTR RM
 QF1609  PID         -  QF1609
 QF1609  STATE/COUNTY-  ME/WASHINGTON
 QF1609  USGS QUAD   -  FOREST (1988)
 QF1609
 QF1609                         *CURRENT SURVEY CONTROL
 QF1609  ___________________________________________________________________
 QF1609* NAD 83(1996)-  45 37 17.75038(N)    067 38 51.97409(W)     ADJUSTED  
 QF1609* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 QF1609  ___________________________________________________________________
 QF1609  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 QF1609  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 QF1609
 QF1609  HORZ ORDER  -  THIRD
 QF1609
 QF1609.The horizontal coordinates were established by classical geodetic methods
 QF1609.and adjusted by the National Geodetic Survey in March 1998..
 QF1609
 QF1609.The orthometric height was scaled from a topographic map.
 QF1609
 QF1609.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1609
 QF1609.The geoid height was determined by GEOID03.
 QF1609
 QF1609;                    North         East     Units Scale Factor Converg.
 QF1609;SPC ME E     -   217,572.882   366,458.379   MT  0.99995428   +0 36 32.9
 QF1609;UTM  19      - 5,052,894.952   605,417.518   MT  0.99973663   +0 57 59.7
 QF1609
 QF1609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1609!SPC ME E     -   0.99998542  x   0.99995428  =   0.99993970
 QF1609!UTM  19      -   0.99998542  x   0.99973663  =   0.99972205
 QF1609
 QF1609                          SUPERSEDED SURVEY CONTROL
 QF1609
 QF1609  NAD 83(1992)-  45 37 17.74677(N)    067 38 51.97170(W) AD(       ) 4
 QF1609  NAD 83(1986)-  45 37 17.74836(N)    067 38 51.98325(W) AD(       ) 4
 QF1609  NAD 27      -  45 37 17.52354(N)    067 38 53.96141(W) AD(       ) 3
 QF1609
 QF1609.Superseded values are not recommended for survey control.
 QF1609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1609.See file dsdata.txt to determine how the superseded data were derived.
 QF1609
 QF1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL0541852895(NAD 83)
 QF1609_MARKER: Z = SEE DESCRIPTION
 QF1609_SETTING: 0 = UNSPECIFIED SETTING
 QF1609_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QF1609
 QF1609  HISTORY     - Date     Condition        Report By
 QF1609  HISTORY     - 1917     MONUMENTED       IBC
 QF1609
 QF1609                          STATION DESCRIPTION
 QF1609
 QF1609'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (HOC)
 QF1609'ON THE E SIDE OF THE LOWER END OF A SMALL ISLAND IN SPEDNIK LAKE, AT
 QF1609'THE W SIDE OF THE ENTRANCE TO MCALLISTER COVE, AND 0.45 MILE W OF THE
 QF1609'UPPER END OF BIRCH ISLAND.  IT IS ON A LARGE BOULDER 5.5 METERS LONG,
 QF1609'2.7 METERS WIDE, AND A LITTLE MORE THAN A METER HIGH.  THE BOULDER
 QF1609'MAY BE COVERED WITH WATER AT EXTREME HIGH WATER, THOUGH IT IS THE
 QF1609'LARGEST ON THE ISLAND.  TWO OTHER HUGE BOULDERS NEARLY SAME SIZE ARE
 QF1609'AT THE EDGE OF LOW WATER E OF THE STATION.
 QF1609'
 QF1609'STATION MARK IS THE SHAFT ONLY OF A BOUNDARY REFERENCE POST SET IN A
 QF1609'DRILL HOLE IN THE BOULDER, WITH ITS TOP ABOUT FLUSH.
 QF1609'
 QF1609'RM 91 IS CUT IN THE FACE OF THE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1726 ***********************************************************************
 QF1726  DESIGNATION -  REFERENCE MON 92 39
 QF1726  PID         -  QF1726
 QF1726  STATE/COUNTY-  ME/WASHINGTON
 QF1726  USGS QUAD   -  FOREST CITY (1988)
 QF1726
 QF1726                         *CURRENT SURVEY CONTROL
 QF1726  ___________________________________________________________________
 QF1726* NAD 83(1996)-  45 37 34.16177(N)    067 38 11.49090(W)     ADJUSTED  
 QF1726* NAVD 88     -       116.     (meters)     381.     (feet)  SCALED    
 QF1726  ___________________________________________________________________
 QF1726  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 QF1726  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 QF1726
 QF1726  HORZ ORDER  -  THIRD
 QF1726
 QF1726.The horizontal coordinates were established by classical geodetic methods
 QF1726.and adjusted by the National Geodetic Survey in March 1998..
 QF1726
 QF1726.The orthometric height was scaled from a topographic map.
 QF1726
 QF1726.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1726
 QF1726.The geoid height was determined by GEOID03.
 QF1726
 QF1726;                    North         East     Units Scale Factor Converg.
 QF1726;SPC ME E     -   218,088.889   367,329.851   MT  0.99995572   +0 37 02.0
 QF1726;UTM  19      - 5,053,416.273   606,285.565   MT  0.99973888   +0 58 28.9
 QF1726
 QF1726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1726!SPC ME E     -   0.99998557  x   0.99995572  =   0.99994129
 QF1726!UTM  19      -   0.99998557  x   0.99973888  =   0.99972446
 QF1726
 QF1726|---------------------------------------------------------------------|
 QF1726| PID    Reference Object                     Distance      Geod. Az  |
 QF1726|                                                           dddmmss.s |
 QF1726| QF1614 REFERENCE MON 92A                    36.359 METERS 05853     |
 QF1726| QF1607 UP END BCH IS WR MK 1939            464.223 METERS 2011303.2 |
 QF1726|---------------------------------------------------------------------|
 QF1726
 QF1726                          SUPERSEDED SURVEY CONTROL
 QF1726
 QF1726  NAD 83(1992)-  45 37 34.15819(N)    067 38 11.48843(W) AD(       ) 3
 QF1726  NAD 83(1986)-  45 37 34.16152(N)    067 38 11.50046(W) AD(       ) 3
 QF1726  NAD 27      -  45 37 33.93865(N)    067 38 13.47072(W) AD(       ) 3
 QF1726
 QF1726.Superseded values are not recommended for survey control.
 QF1726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1726.See file dsdata.txt to determine how the superseded data were derived.
 QF1726
 QF1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL0628653416(NAD 83)
 QF1726_MARKER: Z = SEE DESCRIPTION
 QF1726_SETTING: 80 = SET IN A BOULDER
 QF1726_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF1726
 QF1726  HISTORY     - Date     Condition        Report By
 QF1726  HISTORY     - 1939     MONUMENTED       IBC
 QF1726
 QF1726                          STATION DESCRIPTION
 QF1726
 QF1726'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1939 (JH)
 QF1726'THE MONUMENT WAS FOUND TIPPED NORTHEASTWARD WITH BRONZE POST AT AN
 QF1726'ANGLE OF ABOUT 15 DEGREES FROM THE VERTICAL.  THE BOULDER WAS ABOUT
 QF1726'60 FEET FROM SHORE AT THE TIME OF INSPECTION AND PROBABLY HAS BEEN HIT
 QF1726'AND MOVED BY ICE.  NO REPAIR WORK WAS DONE.  THE MONUMENT WAS
 QF1726'RELOCATED BY TRIANGULATION AND FOUND TO HAVE SHIFTED ABOUT 1-1/2 FEET
 QF1726'EAST - NORTHEAST.  A BRONZE TRIANGULATION STATION DISK WAS SET AS A
 QF1726'REFERENCE MARK IN A DRILL HOLE WITH CEMENT IN A BOULDER WHICH IS
 QF1726'ABOUT 3 FEET ACROSS THE TOP AND 1 FOOT HIGH.  IT IS IN TIMBER 60 FEET
 QF1726'BACK FROM THE SHORE OF THE LAKE.  DRIFTWOOD IS PILED ALONG THE SHORE.
 QF1726'THE DISK IS STAMPED 92 - A 1939 AND IS LOCATED BY AN ANGLE AND
 QF1726'DISTANCE MEASURED FROM REF MON 92 1939.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1725 ***********************************************************************
 QF1725  DESIGNATION -  REFERENCE MON 92 46
 QF1725  PID         -  QF1725
 QF1725  STATE/COUNTY-  ME/WASHINGTON
 QF1725  USGS QUAD   -  FOREST CITY (1988)
 QF1725
 QF1725                         *CURRENT SURVEY CONTROL
 QF1725  ___________________________________________________________________
 QF1725* NAD 83(1996)-  45 37 34.17010(N)    067 38 11.48406(W)     ADJUSTED  
 QF1725* NAVD 88     -       116.     (meters)     381.     (feet)  SCALED    
 QF1725  ___________________________________________________________________
 QF1725  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 QF1725  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 QF1725
 QF1725  HORZ ORDER  -  THIRD
 QF1725
 QF1725.The horizontal coordinates were established by classical geodetic methods
 QF1725.and adjusted by the National Geodetic Survey in March 1998..
 QF1725
 QF1725.The orthometric height was scaled from a topographic map.
 QF1725
 QF1725.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1725
 QF1725.The geoid height was determined by GEOID03.
 QF1725
 QF1725;                    North         East     Units Scale Factor Converg.
 QF1725;SPC ME E     -   218,089.148   367,329.996   MT  0.99995572   +0 37 02.0
 QF1725;UTM  19      - 5,053,416.533   606,285.709   MT  0.99973889   +0 58 28.9
 QF1725
 QF1725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1725!SPC ME E     -   0.99998557  x   0.99995572  =   0.99994129
 QF1725!UTM  19      -   0.99998557  x   0.99973889  =   0.99972447
 QF1725
 QF1725|---------------------------------------------------------------------|
 QF1725| PID    Reference Object                     Distance      Geod. Az  |
 QF1725|                                                           dddmmss.s |
 QF1725| QF1614 REFERENCE MON 92A                    36.100 METERS 05907     |
 QF1725| QF1615 SOLID IBC                           100.404 METERS 19149     |
 QF1725| QF1605 UPPER END BIRCH IS                  462.531 METERS 2010823.7 |
 QF1725|---------------------------------------------------------------------|
 QF1725
 QF1725                          SUPERSEDED SURVEY CONTROL
 QF1725
 QF1725  NAD 83(1992)-  45 37 34.16652(N)    067 38 11.48158(W) AD(       ) 3
 QF1725  NAD 83(1986)-  45 37 34.16977(N)    067 38 11.49383(W) AD(       ) 3
 QF1725  NAD 27      -  45 37 33.94500(N)    067 38 13.46800(W) AD(       ) 3
 QF1725
 QF1725.Superseded values are not recommended for survey control.
 QF1725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1725.See file dsdata.txt to determine how the superseded data were derived.
 QF1725
 QF1725_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL0628653417(NAD 83)
 QF1725_MARKER: Z = SEE DESCRIPTION
 QF1725_SETTING: 80 = SET IN A BOULDER
 QF1725_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF1725
 QF1725  HISTORY     - Date     Condition        Report By
 QF1725  HISTORY     - 1946     MONUMENTED       IBC
 QF1725  HISTORY     - 1972     MARK NOT FOUND   IBC
 QF1725
 QF1725                          STATION DESCRIPTION
 QF1725
 QF1725'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF1725'ON THE E SHORE OF SPEDNIK LAKE, IN A LITTLE BAY 0.3 MILE N AND A
 QF1725'LITTLE E OF THE N END OF BIRCH ISLAND.  THIRTY METERS IN FRONT OF
 QF1725'THE STATION THERE IS A SAND BAR.  STATION IS 50 FEET OUTSIDE THE
 QF1725'HIGH - WATER LINE AND THE LINE OF VEGETATION, ON A IRREGULAR ROCK 8
 QF1725'BY 10 FEET AND 4 FEET HIGH WITH A POINTED TOP ON THE LAKE SIDE AND
 QF1725'SLOPING TOWARD THE WOODS.  AN OLD BARGE IS ON THE BEACH JUST E OF
 QF1725'THE STATION.  STATION ROCK IS SOMEWHAT UNSTABLE.
 QF1725'
 QF1725'STATION MARK IS A BOUNDARY REFERENCE POST SET IN A DRILL HOLE ON THE
 QF1725'N SLOPE OF THE ROCK, AND IS ABOUT ON THE WATER LINE AT HIGH WATER.
 QF1725'BOUNDARY POST IS SLIGHTLY TILTED.
 QF1725'
 QF1725'THIS IS THE SAME STATION AS THE ORIGINAL REFERENCE MONUMENT 92,
 QF1725'HOWEVER, THE STATION HAS MOVED AND A NEW POSITION ESTABLISHED AT THIS
 QF1725'TIME.
 QF1725
 QF1725                          STATION RECOVERY (1972)
 QF1725
 QF1725'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1725'THIS MONUMENT WAS SEARCHED FOR AND NOT RECOVERED.  IT MAY VERY STILL
 QF1725'BE THERE HOWEVER AS OF ELEVEN TWENTY - FIVE AM JULY 13, 1972 IT WAS
 QF1725'PROBABLY SUBMERGED ABOUT 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1614 ***********************************************************************
 QF1614  DESIGNATION -  REFERENCE MON 92A
 QF1614  PID         -  QF1614
 QF1614  STATE/COUNTY-  ME/WASHINGTON
 QF1614  USGS QUAD   -  FOREST CITY (1988)
 QF1614
 QF1614                         *CURRENT SURVEY CONTROL
 QF1614  ___________________________________________________________________
 QF1614* NAD 83(1996)-  45 37 34.77028(N)    067 38 10.05383(W)     ADJUSTED  
 QF1614* NAVD 88     -       118.     (meters)     387.     (feet)  SCALED    
 QF1614  ___________________________________________________________________
 QF1614  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 QF1614  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 QF1614
 QF1614  HORZ ORDER  -  THIRD
 QF1614
 QF1614.The horizontal coordinates were established by classical geodetic methods
 QF1614.and adjusted by the National Geodetic Survey in March 1998..
 QF1614
 QF1614.The orthometric height was scaled from a topographic map.
 QF1614
 QF1614.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1614
 QF1614.The geoid height was determined by GEOID03.
 QF1614
 QF1614;                    North         East     Units Scale Factor Converg.
 QF1614;SPC ME E     -   218,108.010   367,360.775   MT  0.99995577   +0 37 03.1
 QF1614;UTM  19      - 5,053,435.582   606,316.363   MT  0.99973897   +0 58 29.9
 QF1614
 QF1614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1614!SPC ME E     -   0.99998526  x   0.99995577  =   0.99994103
 QF1614!UTM  19      -   0.99998526  x   0.99973897  =   0.99972423
 QF1614
 QF1614                          SUPERSEDED SURVEY CONTROL
 QF1614
 QF1614  NAD 83(1992)-  45 37 34.76669(N)    067 38 10.05137(W) AD(       ) 4
 QF1614  NAD 83(1986)-  45 37 34.76995(N)    067 38 10.06363(W) AD(       ) 4
 QF1614  NAD 27      -  45 37 34.54512(N)    067 38 12.03776(W) AD(       ) 3
 QF1614
 QF1614.Superseded values are not recommended for survey control.
 QF1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1614.See file dsdata.txt to determine how the superseded data were derived.
 QF1614
 QF1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL0631653436(NAD 83)
 QF1614_MARKER: DD = SURVEY DISK
 QF1614_SETTING: 80 = SET IN A BOULDER
 QF1614_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF1614
 QF1614  HISTORY     - Date     Condition        Report By
 QF1614  HISTORY     - 1939     MONUMENTED       IBC
 QF1614  HISTORY     - 1955     GOOD             IBC
 QF1614
 QF1614                          STATION DESCRIPTION
 QF1614
 QF1614'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1939 (JH)
 QF1614'ABOUT 40 FEET INSIDE THE EDGE OF TREES AT THE HEAD OF A BAY ON THE
 QF1614'CANADIAN SHORE OPPOSITE THE UPPER END OF BIRCH ISLAND IN SPEDNIK
 QF1614'LAKE.  THE STATION IS ON THE ONLY ROCK OF ANY SIZE IN THIS SECTION
 QF1614'OF THE TIMBER, 3 BY 3 FEET AND 1 FOOT HIGH, 1.8 FEET W OF THE LINE
 QF1614'FROM REFERENCE MONUMENT 91 TO REFERENCE MONUMENT 92 EXTENDED, AND
 QF1614'118.42 FEET FROM THE LATTER.
 QF1614'
 QF1614'STATION MARK IS AN IBC BRONZE STATION DISK SET IN A DRILL HOLE IN
 QF1614'THE ROCK, STAMPED---92A-1939---.
 QF1614
 QF1614                          STATION RECOVERY (1955)
 QF1614
 QF1614'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1614'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1727 ***********************************************************************
 QF1727  DESIGNATION -  REFERENCE MON 92=DRI KY
 QF1727  PID         -  QF1727
 QF1727  STATE/COUNTY-  ME/WASHINGTON
 QF1727  USGS QUAD   -  FOREST CITY (1988)
 QF1727
 QF1727                         *CURRENT SURVEY CONTROL
 QF1727  ___________________________________________________________________
 QF1727* NAD 83(1996)-  45 37 34.16634(N)    067 38 11.49952(W)     ADJUSTED  
 QF1727* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 QF1727  ___________________________________________________________________
 QF1727  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 QF1727  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 QF1727
 QF1727  HORZ ORDER  -  THIRD
 QF1727
 QF1727.The horizontal coordinates were established by classical geodetic methods
 QF1727.and adjusted by the National Geodetic Survey in March 1998..
 QF1727
 QF1727.The orthometric height was scaled from a topographic map.
 QF1727
 QF1727.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1727
 QF1727.The geoid height was determined by GEOID03.
 QF1727
 QF1727;                    North         East     Units Scale Factor Converg.
 QF1727;SPC ME E     -   218,089.028   367,329.662   MT  0.99995572   +0 37 02.0
 QF1727;UTM  19      - 5,053,416.411   606,285.376   MT  0.99973888   +0 58 28.9
 QF1727
 QF1727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1727!SPC ME E     -   0.99998542  x   0.99995572  =   0.99994114
 QF1727!UTM  19      -   0.99998542  x   0.99973888  =   0.99972430
 QF1727
 QF1727:                Primary Azimuth Mark                     Grid Az
 QF1727:SPC ME E     -  UPPER END BIRCH IS IBC                   200 29 54.3
 QF1727:UTM  19      -  UPPER END BIRCH IS IBC                   200 08 27.4
 QF1727
 QF1727|---------------------------------------------------------------------|
 QF1727| PID    Reference Object                     Distance      Geod. Az  |
 QF1727|                                                           dddmmss.s |
 QF1727| QF1606 UPPER END BIRCH IS IBC              462.345 METERS 2010656.3 |
 QF1727|---------------------------------------------------------------------|
 QF1727
 QF1727                          SUPERSEDED SURVEY CONTROL
 QF1727
 QF1727  NAD 83(1992)-  45 37 34.16276(N)    067 38 11.49704(W) AD(       ) 3
 QF1727  NAD 83(1986)-  45 37 34.16602(N)    067 38 11.50917(W) AD(       ) 3
 QF1727  NAD 27      -  45 37 33.94283(N)    067 38 13.47987(W) AD(       ) 3
 QF1727
 QF1727.Superseded values are not recommended for survey control.
 QF1727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1727.See file dsdata.txt to determine how the superseded data were derived.
 QF1727
 QF1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL0628553416(NAD 83)
 QF1727_MARKER: Z = SEE DESCRIPTION
 QF1727_SETTING: 80 = SET IN A BOULDER
 QF1727_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF1727
 QF1727  HISTORY     - Date     Condition        Report By
 QF1727  HISTORY     - 1917     MONUMENTED       IBC
 QF1727
 QF1727                          STATION DESCRIPTION
 QF1727
 QF1727'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (HOC)
 QF1727'ON THE EAST SHORE OF SPEDNIK LAKE, IN A LITTLE BAY 0.3 MILE NORTH
 QF1727'AND A LITTLE EAST OF THE NORTH END OF BIRCH ISLAND.  THIRTY METERS
 QF1727'IN FRONT OF THE STATION THERE IS A SAND BAR.
 QF1727'
 QF1727'THE STATION MARK IS A STANDARD 8 INCH MANGANESE BRONZE REFERENCE POST
 QF1727'SET IN A DRILL HOLE IN A BOULDER 3.4 METERS LONG, 2.4 METERS WIDE,
 QF1727'AND 0.9 METER ABOVE THE WATER IN OCTOBER, 1917.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1598 ***********************************************************************
 QF1598  DESIGNATION -  REFERENCE MON 93=BIRCH IS
 QF1598  PID         -  QF1598
 QF1598  STATE/COUNTY-  ME/WASHINGTON
 QF1598  USGS QUAD   -  FOREST (1988)
 QF1598
 QF1598                         *CURRENT SURVEY CONTROL
 QF1598  ___________________________________________________________________
 QF1598* NAD 83(1996)-  45 37 09.49320(N)    067 37 58.69817(W)     ADJUSTED  
 QF1598* NAVD 88     -       116.     (meters)     381.     (feet)  SCALED    
 QF1598  ___________________________________________________________________
 QF1598  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 QF1598  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 QF1598
 QF1598  HORZ ORDER  -  THIRD
 QF1598
 QF1598.The horizontal coordinates were established by classical geodetic methods
 QF1598.and adjusted by the National Geodetic Survey in March 1998..
 QF1598
 QF1598.The orthometric height was scaled from a topographic map.
 QF1598
 QF1598.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1598
 QF1598.The geoid height was determined by GEOID03.
 QF1598
 QF1598;                    North         East     Units Scale Factor Converg.
 QF1598;SPC ME E     -   217,330.358   367,615.176   MT  0.99995619   +0 37 10.9
 QF1598;UTM  19      - 5,052,659.700   606,575.555   MT  0.99973964   +0 58 37.6
 QF1598
 QF1598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1598!SPC ME E     -   0.99998557  x   0.99995619  =   0.99994176
 QF1598!UTM  19      -   0.99998557  x   0.99973964  =   0.99972522
 QF1598
 QF1598:                Primary Azimuth Mark                     Grid Az
 QF1598:SPC ME E     -  REFERENCE MON 94=POINT                   021 18 16.3
 QF1598:UTM  19      -  REFERENCE MON 94=POINT                   020 56 49.6
 QF1598
 QF1598|---------------------------------------------------------------------|
 QF1598| PID    Reference Object                     Distance      Geod. Az  |
 QF1598|                                                           dddmmss.s |
 QF1598| QF1596 REFERENCE MON 94=POINT              433.083 METERS 0215527.2 |
 QF1598|---------------------------------------------------------------------|
 QF1598
 QF1598                          SUPERSEDED SURVEY CONTROL
 QF1598
 QF1598  NAD 83(1992)-  45 37 09.48959(N)    067 37 58.69567(W) AD(       ) 3
 QF1598  NAD 83(1986)-  45 37 09.49271(N)    067 37 58.70776(W) AD(       ) 3
 QF1598  NAD 27      -  45 37 09.26700(N)    067 38 00.68700(W) AD(       ) 3
 QF1598
 QF1598.Superseded values are not recommended for survey control.
 QF1598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1598.See file dsdata.txt to determine how the superseded data were derived.
 QF1598
 QF1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL0657652660(NAD 83)
 QF1598_MARKER: Z = SEE DESCRIPTION
 QF1598_SETTING: 80 = SET IN A BOULDER
 QF1598_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF1598
 QF1598  HISTORY     - Date     Condition        Report By
 QF1598  HISTORY     - 1917     MONUMENTED       IBC
 QF1598  HISTORY     - 1955     GOOD             IBC
 QF1598  HISTORY     - 1972     MARK NOT FOUND   IBC
 QF1598
 QF1598                          STATION DESCRIPTION
 QF1598
 QF1598'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (HOC)
 QF1598'ON BIRCH ISLAND, IN SPEDNIK LAKE.  THE ORIGINAL BIRCH ISLAND HAS
 QF1598'BECOME TWO ISLANDS SINCE THE WATER HAS BEEN RAISED IN THE LAKE BY
 QF1598'DAMS.  THE STATION IS ABOUT 50 METERS W OF THE LOWER END OF THE MORE
 QF1598'WESTERLY AND LARGER OF THE TWO ISLANDS.  THE STATION IS ON A BOULDER
 QF1598'ABOUT 0.9 METER SQUARE AND PROJECTING ABOUT 0.3 METER ABOVE THE
 QF1598'GROUND AND IS 20 FEET INSIDE TREE LINE AND 60 FEET INSIDE THE LINE
 QF1598'OF BUSHES.
 QF1598'
 QF1598'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE POST
 QF1598'SET IN A DRILL HOLE IN THE BOULDER.
 QF1598
 QF1598                          STATION RECOVERY (1955)
 QF1598
 QF1598'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1598'STATION RECOVERED IN GOOD CONDITION.
 QF1598
 QF1598                          STATION RECOVERY (1972)
 QF1598
 QF1598'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1598'THIS MONUMENT WAS SEARCHED FOR AND NOT RECOVERED.  IT MAY VERY WELL
 QF1598'STILL BE THERE.  THE ENTIRE END OF THE ISLAND WAS SUBMERGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1596 ***********************************************************************
 QF1596  DESIGNATION -  REFERENCE MON 94=POINT
 QF1596  PID         -  QF1596
 QF1596  STATE/COUNTY-  ME/WASHINGTON
 QF1596  USGS QUAD   -  FOREST (1988)
 QF1596
 QF1596                         *CURRENT SURVEY CONTROL
 QF1596  ___________________________________________________________________
 QF1596* NAD 83(1996)-  45 37 22.50636(N)    067 37 51.23372(W)     ADJUSTED  
 QF1596* NAVD 88     -       116.     (meters)     381.     (feet)  SCALED    
 QF1596  ___________________________________________________________________
 QF1596  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 QF1596  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 QF1596
 QF1596  HORZ ORDER  -  THIRD
 QF1596
 QF1596.The horizontal coordinates were established by classical geodetic methods
 QF1596.and adjusted by the National Geodetic Survey in March 1998..
 QF1596
 QF1596.The orthometric height was scaled from a topographic map.
 QF1596
 QF1596.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1596
 QF1596.The geoid height was determined by GEOID03.
 QF1596
 QF1596;                    North         East     Units Scale Factor Converg.
 QF1596;SPC ME E     -   217,733.827   367,772.519   MT  0.99995645   +0 37 16.4
 QF1596;UTM  19      - 5,053,064.056   606,730.344   MT  0.99974005   +0 58 43.2
 QF1596
 QF1596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1596!SPC ME E     -   0.99998557  x   0.99995645  =   0.99994202
 QF1596!UTM  19      -   0.99998557  x   0.99974005  =   0.99972563
 QF1596
 QF1596:                Primary Azimuth Mark                     Grid Az
 QF1596:SPC ME E     -  PAT IBC                                  124 52 06.2
 QF1596:UTM  19      -  PAT IBC                                  124 30 39.4
 QF1596
 QF1596|---------------------------------------------------------------------|
 QF1596| PID    Reference Object                     Distance      Geod. Az  |
 QF1596|                                                           dddmmss.s |
 QF1596| QF1588 PAT IBC                             APPROX. 1.7 KM 1252922.6 |
 QF1596| QF1597 BIRCH ISLAND IBC                    431.166 METERS 1973323.7 |
 QF1596|---------------------------------------------------------------------|
 QF1596
 QF1596                          SUPERSEDED SURVEY CONTROL
 QF1596
 QF1596  NAD 83(1992)-  45 37 22.50276(N)    067 37 51.23122(W) AD(       ) 3
 QF1596  NAD 83(1986)-  45 37 22.50596(N)    067 37 51.24332(W) AD(       ) 3
 QF1596  NAD 27      -  45 37 22.28100(N)    067 37 53.22100(W) AD(       ) 3
 QF1596
 QF1596.Superseded values are not recommended for survey control.
 QF1596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1596.See file dsdata.txt to determine how the superseded data were derived.
 QF1596
 QF1596_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL0673053064(NAD 83)
 QF1596_MARKER: Z = SEE DESCRIPTION
 QF1596_SETTING: 80 = SET IN A BOULDER
 QF1596_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF1596
 QF1596  HISTORY     - Date     Condition        Report By
 QF1596  HISTORY     - 1917     MONUMENTED       IBC
 QF1596  HISTORY     - 1972     GOOD             IBC
 QF1596
 QF1596                          STATION DESCRIPTION
 QF1596
 QF1596'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (HOC)
 QF1596'ON THE E SHORE OF SPEDNIK LAKE, ON THE POINT ON THE UPLAKE SIDE OF
 QF1596'BIRCH ISLAND BROOK.  IN EXTREME HIGH WATER THE POINT IS FLOODED AND
 QF1596'BUT FEW ROCKS SHOW ABOVE THE WATER, BUT THERE ARE MANY DEAD TREES ON
 QF1596'THE POINT TO IDENTIFY ITS POSITION.  THE MONUMENT IS NEAR THE MIDDLE
 QF1596'OF THE POINT, ABOUT 75 METERS FROM THE EXTREME TIP, ON A LARGE FLAT
 QF1596'ROCK MEASURING 2.7 BY 3.4 METERS AND PROJECTING 0.3 METER ABOVE THE
 QF1596'GROUND.  STATION IS ABOUT 100 METERS OUTSIDE THE TREES ON THE POINT
 QF1596'AND IS ABOUT 2 FEET UNDER HIGH WATER.
 QF1596'
 QF1596'STATION MARK IS A BOUNDARY REFERENCE POST SET IN A DRILL HOLE IN THE
 QF1596'ROCK.
 QF1596
 QF1596                          STATION RECOVERY (1972)
 QF1596
 QF1596'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1596'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1584 ***********************************************************************
 QF1584  DESIGNATION -  REFERENCE MON 95=TOWER
 QF1584  PID         -  QF1584
 QF1584  STATE/COUNTY-  ME/WASHINGTON
 QF1584  USGS QUAD   -  LAMBERT LAKE (1988)
 QF1584
 QF1584                         *CURRENT SURVEY CONTROL
 QF1584  ___________________________________________________________________
 QF1584* NAD 83(1996)-  45 36 41.87019(N)    067 36 18.22640(W)     ADJUSTED  
 QF1584* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 QF1584  ___________________________________________________________________
 QF1584  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 QF1584  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 QF1584
 QF1584  HORZ ORDER  -  THIRD
 QF1584
 QF1584.The horizontal coordinates were established by classical geodetic methods
 QF1584.and adjusted by the National Geodetic Survey in March 1998..
 QF1584
 QF1584.The orthometric height was scaled from a topographic map.
 QF1584
 QF1584.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1584
 QF1584.The geoid height was determined by GEOID03.
 QF1584
 QF1584;                    North         East     Units Scale Factor Converg.
 QF1584;SPC ME E     -   216,501.552   369,801.161   MT  0.99995988   +0 38 22.4
 QF1584;UTM  19      - 5,051,844.722   608,766.195   MT  0.99974544   +0 59 49.0
 QF1584
 QF1584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1584!SPC ME E     -   0.99998541  x   0.99995988  =   0.99994529
 QF1584!UTM  19      -   0.99998541  x   0.99974544  =   0.99973086
 QF1584
 QF1584:                Primary Azimuth Mark                     Grid Az
 QF1584:SPC ME E     -  DIRTY IBC                                109 20 16.9
 QF1584:UTM  19      -  DIRTY IBC                                108 58 50.3
 QF1584
 QF1584|---------------------------------------------------------------------|
 QF1584| PID    Reference Object                     Distance      Geod. Az  |
 QF1584|                                                           dddmmss.s |
 QF1584| QF1582 DIRTY IBC                           APPROX. 0.7 KM 1095839.3 |
 QF1584| QF1585 NORWAY IBC                          181.950 METERS 19322     |
 QF1584|---------------------------------------------------------------------|
 QF1584
 QF1584                          SUPERSEDED SURVEY CONTROL
 QF1584
 QF1584  NAD 83(1992)-  45 36 41.86652(N)    067 36 18.22379(W) AD(       ) 3
 QF1584  NAD 83(1986)-  45 36 41.86970(N)    067 36 18.23527(W) AD(       ) 3
 QF1584  NAD 27      -  45 36 41.63704(N)    067 36 20.21457(W) AD(       ) 3
 QF1584
 QF1584.Superseded values are not recommended for survey control.
 QF1584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1584.See file dsdata.txt to determine how the superseded data were derived.
 QF1584
 QF1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL0876651845(NAD 83)
 QF1584_MARKER: Z = SEE DESCRIPTION
 QF1584_SETTING: 80 = SET IN A BOULDER
 QF1584_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF1584
 QF1584  HISTORY     - Date     Condition        Report By
 QF1584  HISTORY     - 1917     MONUMENTED       IBC
 QF1584  HISTORY     - 1955     SEE DESCRIPTION  IBC
 QF1584  HISTORY     - 1972     MARK NOT FOUND   IBC
 QF1584
 QF1584                          STATION DESCRIPTION
 QF1584
 QF1584'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (HOC)
 QF1584'ON NORWAY POINT, ON THE E SHORE OF SPEDNIK LAKE.  NORWAY POINT IS
 QF1584'FLOODED SINCE THE WATER IN THE LAKE HAS BEEN RAISED BY DAMS.  THE
 QF1584'STATION IS ON THE UPPER PART OF THE POINT, ENTIRELY SURROUNDED BY
 QF1584'WATER, IS ABOUT 90 METERS FROM THE PRESENT MAINLAND, AND ABOUT THE
 QF1584'SAM DISTANCE FROM THE CENTER OF THE SUBMERGED NORWAY POINT TO THE
 QF1584'LAKEWARD.
 QF1584'
 QF1584'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE POST
 QF1584'SET IN A DRILL HOLE IN A ROCK 4 METERS LONG, 3 METERS WIDE, AND 2.4
 QF1584'METERS ABOVE THE WATER AT LOW WATER.
 QF1584'
 QF1584'REFERENCE POST IS SLIGHTLY TILTED.
 QF1584
 QF1584                          STATION RECOVERY (1955)
 QF1584
 QF1584'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1584'STATION RECOVERED IN GOOD CONDITION.
 QF1584
 QF1584                          STATION RECOVERY (1972)
 QF1584
 QF1584'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1584'THIS MARK WAS SEARCHED FOR AND NOT RECOVERED.  IT MAY STILL BE
 QF1584'THERE.  THE ENTIRE ISLAND IS EITHER GONE OR AT LEAST SUBMERGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1586 ***********************************************************************
 QF1586  DESIGNATION -  REFERENCE MON 96=SWAMP
 QF1586  PID         -  QF1586
 QF1586  STATE/COUNTY-  ME/WASHINGTON
 QF1586  USGS QUAD   -  LAMBERT LAKE (1988)
 QF1586
 QF1586                         *CURRENT SURVEY CONTROL
 QF1586  ___________________________________________________________________
 QF1586* NAD 83(1996)-  45 36 07.14079(N)    067 36 39.19102(W)     ADJUSTED  
 QF1586* NAVD 88     -       116.     (meters)     381.     (feet)  SCALED    
 QF1586  ___________________________________________________________________
 QF1586  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 QF1586  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 QF1586
 QF1586  HORZ ORDER  -  THIRD
 QF1586
 QF1586.The horizontal coordinates were established by classical geodetic methods
 QF1586.and adjusted by the National Geodetic Survey in March 1998..
 QF1586
 QF1586.The orthometric height was scaled from a topographic map.
 QF1586
 QF1586.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1586
 QF1586.The geoid height was determined by GEOID03.
 QF1586
 QF1586;                    North         East     Units Scale Factor Converg.
 QF1586;SPC ME E     -   215,424.399   369,358.843   MT  0.99995913   +0 38 07.1
 QF1586;UTM  19      - 5,050,765.063   608,330.697   MT  0.99974428   +0 59 33.4
 QF1586
 QF1586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1586!SPC ME E     -   0.99998557  x   0.99995913  =   0.99994470
 QF1586!UTM  19      -   0.99998557  x   0.99974428  =   0.99972985
 QF1586
 QF1586:                Primary Azimuth Mark                     Grid Az
 QF1586:SPC ME E     -  BRIGHT IBC                               271 35 30.5
 QF1586:UTM  19      -  BRIGHT IBC                               271 14 04.2
 QF1586
 QF1586|---------------------------------------------------------------------|
 QF1586| PID    Reference Object                     Distance      Geod. Az  |
 QF1586|                                                           dddmmss.s |
 QF1586| QF1589 BRIGHT IBC                          APPROX. 0.5 KM 2721337.6 |
 QF1586|---------------------------------------------------------------------|
 QF1586
 QF1586                          SUPERSEDED SURVEY CONTROL
 QF1586
 QF1586  NAD 83(1992)-  45 36 07.13709(N)    067 36 39.18844(W) AD(       ) 3
 QF1586  NAD 83(1986)-  45 36 07.14011(N)    067 36 39.19987(W) AD(       ) 3
 QF1586  NAD 27      -  45 36 06.90460(N)    067 36 41.18477(W) AD(       ) 3
 QF1586
 QF1586.Superseded values are not recommended for survey control.
 QF1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1586.See file dsdata.txt to determine how the superseded data were derived.
 QF1586
 QF1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL0833150765(NAD 83)
 QF1586_MARKER: Z = SEE DESCRIPTION
 QF1586_SETTING: 80 = SET IN A BOULDER
 QF1586_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF1586
 QF1586  HISTORY     - Date     Condition        Report By
 QF1586  HISTORY     - 1917     MONUMENTED       IBC
 QF1586  HISTORY     - 1972     GOOD             IBC
 QF1586
 QF1586                          STATION DESCRIPTION
 QF1586
 QF1586'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (HOC)
 QF1586'ON THE POINT IN SPEDNIK LAKE BETWEEN ROBERTSON COVE AND PIKE COVE
 QF1586'BROOK AND DIRECTLY OPPOSITE NORWAY POINT.  THE POINT IS LOW AND IS
 QF1586'OVERFLOWED AT HIGH WATER.  THE STATION IS AT THE HIGH - WATER MARK ON
 QF1586'THE N END OF THE POINT, ON A DOME - SHAPED ROCK 1.7 METERS IN
 QF1586'DIAMETER AND PROJECTING ABOUT 0.2 METER ABOVE THE GROUND.  STATION
 QF1586'IS ON THE W EDGE OF BUSHES ON THE POINT.
 QF1586'
 QF1586'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE POST
 QF1586'SET IN A DRILL HOLE IN THE ROCK.
 QF1586
 QF1586                          STATION RECOVERY (1972)
 QF1586
 QF1586'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1586'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1579 ***********************************************************************
 QF1579  DESIGNATION -  REFERENCE MON 97=ROBERTSON 2
 QF1579  PID         -  QF1579
 QF1579  STATE/COUNTY-  ME/WASHINGTON
 QF1579  USGS QUAD   -  LAMBERT LAKE (1988)
 QF1579
 QF1579                         *CURRENT SURVEY CONTROL
 QF1579  ___________________________________________________________________
 QF1579* NAD 83(1996)-  45 36 13.59930(N)    067 35 31.37906(W)     ADJUSTED  
 QF1579* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 QF1579  ___________________________________________________________________
 QF1579  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 QF1579  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 QF1579
 QF1579  HORZ ORDER  -  THIRD
 QF1579
 QF1579.The horizontal coordinates were established by classical geodetic methods
 QF1579.and adjusted by the National Geodetic Survey in March 1998..
 QF1579
 QF1579.The orthometric height was scaled from a topographic map.
 QF1579
 QF1579.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1579
 QF1579.The geoid height was determined by GEOID03.
 QF1579
 QF1579;                    North         East     Units Scale Factor Converg.
 QF1579;SPC ME E     -   215,640.240   370,826.011   MT  0.99996165   +0 38 55.6
 QF1579;UTM  19      - 5,050,990.002   609,796.176   MT  0.99974821   +1 00 22.0
 QF1579
 QF1579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1579!SPC ME E     -   0.99998541  x   0.99996165  =   0.99994706
 QF1579!UTM  19      -   0.99998541  x   0.99974821  =   0.99973363
 QF1579
 QF1579|---------------------------------------------------------------------|
 QF1579| PID    Reference Object                     Distance      Geod. Az  |
 QF1579|                                                           dddmmss.s |
 QF1579| QF1578 ROBERTSON IBC                        69.405 METERS 08821     |
 QF1579| QF1581 WINDY IBC                           303.932 METERS 29422     |
 QF1579| QF1585 NORWAY IBC                          APPROX. 1.3 KM 3032117.0 |
 QF1579|---------------------------------------------------------------------|
 QF1579
 QF1579                          SUPERSEDED SURVEY CONTROL
 QF1579
 QF1579  NAD 83(1992)-  45 36 13.59560(N)    067 35 31.37642(W) AD(       ) 3
 QF1579  NAD 83(1986)-  45 36 13.59883(N)    067 35 31.38770(W) AD(       ) 3
 QF1579  NAD 27      -  45 36 13.36261(N)    067 35 33.35934(W) AD(       ) 3
 QF1579
 QF1579.Superseded values are not recommended for survey control.
 QF1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1579.See file dsdata.txt to determine how the superseded data were derived.
 QF1579
 QF1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL0979650990(NAD 83)
 QF1579_MARKER: Z = SEE DESCRIPTION
 QF1579_SETTING: 80 = SET IN A BOULDER
 QF1579_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF1579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1579+STABILITY: SURFACE MOTION
 QF1579
 QF1579  HISTORY     - Date     Condition        Report By
 QF1579  HISTORY     - 1917     MONUMENTED       IBC
 QF1579  HISTORY     - 1972     GOOD             IBC
 QF1579
 QF1579                          STATION DESCRIPTION
 QF1579
 QF1579'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (HOC)
 QF1579'ON THE SW SIDE OF SPEDNIK LAKE, 1/2 MILE DOWNSTREAM FROM ROBERTSON
 QF1579'COVE AND NORWAY POINT, ON THE POINT WHERE THE LAKE SWINGS FROM AN
 QF1579'EASTERLY TO A SOUTHEASTERLY COURSE.  IT IS ON A ROCK 7 BY 7 FEET AND
 QF1579'3 FEET HIGH, FOUND COVERED BY 2 INCHES OF MOSS IN 1946, 18 FEET
 QF1579'INSIDE THE EDGE OF TREES AND HIGH - WATER LINE, AND 100 FEET W OF
 QF1579'THE TREES ON THE EXTREME NE POINT IN THE BEND OF THE LAKE.
 QF1579'
 QF1579'STATION MARK IS A BOUNDARY REFERENCE POST SET IN A DRILL HOLE IN THE
 QF1579'ROCK.
 QF1579
 QF1579                          STATION RECOVERY (1972)
 QF1579
 QF1579'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1579'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1577 ***********************************************************************
 QF1577  DESIGNATION -  REFERENCE MON 98=ASH
 QF1577  PID         -  QF1577
 QF1577  STATE/COUNTY-  ME/WASHINGTON
 QF1577  USGS QUAD   -  LAMBERT LAKE (1988)
 QF1577
 QF1577                         *CURRENT SURVEY CONTROL
 QF1577  ___________________________________________________________________
 QF1577* NAD 83(1996)-  45 36 40.16684(N)    067 35 12.01177(W)     ADJUSTED  
 QF1577* NAVD 88     -       118.     (meters)     387.     (feet)  SCALED    
 QF1577  ___________________________________________________________________
 QF1577  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 QF1577  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 QF1577
 QF1577  HORZ ORDER  -  THIRD
 QF1577
 QF1577.The horizontal coordinates were established by classical geodetic methods
 QF1577.and adjusted by the National Geodetic Survey in March 1998..
 QF1577
 QF1577.The orthometric height was scaled from a topographic map.
 QF1577
 QF1577.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1577
 QF1577.The geoid height was determined by GEOID03.
 QF1577
 QF1577;                    North         East     Units Scale Factor Converg.
 QF1577;SPC ME E     -   216,465.148   371,236.327   MT  0.99996237   +0 39 09.7
 QF1577;UTM  19      - 5,051,817.276   610,201.253   MT  0.99974931   +1 00 36.3
 QF1577
 QF1577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1577!SPC ME E     -   0.99998526  x   0.99996237  =   0.99994763
 QF1577!UTM  19      -   0.99998526  x   0.99974931  =   0.99973457
 QF1577
 QF1577|---------------------------------------------------------------------|
 QF1577| PID    Reference Object                     Distance      Geod. Az  |
 QF1577|                                                           dddmmss.s |
 QF1577| QF1576 FOG IBC                             219.164 METERS 13658     |
 QF1577| QF1575 REFERENCE MON 99=SPRING             APPROX. 1.3 KM 1644529.7 |
 QF1577|---------------------------------------------------------------------|
 QF1577
 QF1577                          SUPERSEDED SURVEY CONTROL
 QF1577
 QF1577  NAD 83(1992)-  45 36 40.16315(N)    067 35 12.00910(W) AD(       ) 3
 QF1577  NAD 83(1986)-  45 36 40.16640(N)    067 35 12.02052(W) AD(       ) 3
 QF1577  NAD 27      -  45 36 39.93199(N)    067 35 13.99123(W) AD(       ) 3
 QF1577
 QF1577.Superseded values are not recommended for survey control.
 QF1577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1577.See file dsdata.txt to determine how the superseded data were derived.
 QF1577
 QF1577_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL1020151817(NAD 83)
 QF1577_MARKER: Z = SEE DESCRIPTION
 QF1577_SETTING: 80 = SET IN A BOULDER
 QF1577_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF1577
 QF1577  HISTORY     - Date     Condition        Report By
 QF1577  HISTORY     - 1917     MONUMENTED       IBC
 QF1577  HISTORY     - 1972     GOOD             IBC
 QF1577
 QF1577                          STATION DESCRIPTION
 QF1577
 QF1577'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (HOC)
 QF1577'ON THE E SHORE OF SPEDNIK LAKE, ON THE W SHORE OF THE PENINSULA THAT
 QF1577'FORMS THE W SIDE OF SANDY BAY COVE, AND IS ALMOST DUE N OF THE
 QF1577'LARGEST OF THE---FIVE ISLANDS---.  IT IS ON THE LARGEST ROCK IN THE
 QF1577'VICINITY, WHICH IS A HOGBACK ROCK 4 METERS LONG ON THE RIDGE OR BACK,
 QF1577'2 METERS HIGH, AND 3 BY 4 METERS IN CROSS SECTION AT THE BASE.
 QF1577'STATION IS 45 FEET OUTSIDE THE EDGE OF TREES AND HIGH - WATER LINE
 QF1577'AND 75 FEET INSHORE FROM LOW WATER.
 QF1577'
 QF1577'STATION MARK IS A BOUNDARY REFERENCE POST SET IN A DRILL HOLE IN THE
 QF1577'ROCK.
 QF1577
 QF1577                          STATION RECOVERY (1972)
 QF1577
 QF1577'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1577'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1575 ***********************************************************************
 QF1575  DESIGNATION -  REFERENCE MON 99=SPRING
 QF1575  PID         -  QF1575
 QF1575  STATE/COUNTY-  ME/WASHINGTON
 QF1575  USGS QUAD   -  LAMBERT LAKE (1988)
 QF1575
 QF1575                         *CURRENT SURVEY CONTROL
 QF1575  ___________________________________________________________________
 QF1575* NAD 83(1996)-  45 35 58.95364(N)    067 34 56.01468(W)     ADJUSTED  
 QF1575* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 QF1575  ___________________________________________________________________
 QF1575  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 QF1575  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 QF1575
 QF1575  HORZ ORDER  -  THIRD
 QF1575
 QF1575.The horizontal coordinates were established by classical geodetic methods
 QF1575.and adjusted by the National Geodetic Survey in March 1998..
 QF1575
 QF1575.The orthometric height was scaled from a topographic map.
 QF1575
 QF1575.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1575
 QF1575.The geoid height was determined by GEOID03.
 QF1575
 QF1575;                    North         East     Units Scale Factor Converg.
 QF1575;SPC ME E     -   215,196.852   371,597.476   MT  0.99996300   +0 39 20.7
 QF1575;UTM  19      - 5,050,551.527   610,570.227   MT  0.99975031   +1 00 47.0
 QF1575
 QF1575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1575!SPC ME E     -   0.99998541  x   0.99996300  =   0.99994841
 QF1575!UTM  19      -   0.99998541  x   0.99975031  =   0.99973572
 QF1575
 QF1575:                Primary Azimuth Mark                     Grid Az
 QF1575:SPC ME E     -  REFERENCE MON 98=ASH                     344 06 20.4
 QF1575:UTM  19      -  REFERENCE MON 98=ASH                     343 44 54.1
 QF1575
 QF1575|---------------------------------------------------------------------|
 QF1575| PID    Reference Object                     Distance      Geod. Az  |
 QF1575|                                                           dddmmss.s |
 QF1575| QF1577 REFERENCE MON 98=ASH                APPROX. 1.3 KM 3444541.1 |
 QF1575|---------------------------------------------------------------------|
 QF1575
 QF1575                          SUPERSEDED SURVEY CONTROL
 QF1575
 QF1575  NAD 83(1992)-  45 35 58.94992(N)    067 34 56.01202(W) AD(       ) 3
 QF1575  NAD 83(1986)-  45 35 58.95324(N)    067 34 56.02328(W) AD(       ) 3
 QF1575  NAD 27      -  45 35 58.71400(N)    067 34 57.99300(W) AD(       ) 3
 QF1575
 QF1575.Superseded values are not recommended for survey control.
 QF1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1575.See file dsdata.txt to determine how the superseded data were derived.
 QF1575
 QF1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL1057050552(NAD 83)
 QF1575_MARKER: Z = SEE DESCRIPTION
 QF1575_SETTING: 80 = SET IN A BOULDER
 QF1575_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF1575
 QF1575  HISTORY     - Date     Condition        Report By
 QF1575  HISTORY     - 1917     MONUMENTED       IBC
 QF1575  HISTORY     - 1972     GOOD             IBC
 QF1575
 QF1575                          STATION DESCRIPTION
 QF1575
 QF1575'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (HOC)
 QF1575'ON THE W SHORE OF SPEDNIK LAKE, ABOUT 1 MILE ABOVE THE ENTRANCE TO
 QF1575'MUNCY COVE, AND ABOUT 1/2 MILE SE OF THE LARGEST OF THE---FIVE
 QF1575'ISLANDS---.  IT IS ABOUT 8 METERS FROM THE LAKE AND ABOUT 9 METERS IN
 QF1575'FRONT OF THE EDGE OF TREES, ON THE HIGHEST BOULDER IN A FIELD OF
 QF1575'SMALL BOULDERS.  THE BOULDER IS SHARP, RIDGE - SHAPED, 1.4 METERS
 QF1575'HIGH.  THE THREE SIDES OF ITS BASE MEASURED 3.7, 2.1, AND 2.4
 QF1575'METERS, RESPECTIVELY.  THE STATION IS 40 FEET S OF A POINT OF TREES
 QF1575'AT LOWER END OF A GOOD - SIZED BAY AND IS SLIGHTLY ABOVE HIGH WATER.
 QF1575'
 QF1575'STATION MARK IS A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE POST
 QF1575'SET IN A DRILL HOLE IN THE ROCK.
 QF1575
 QF1575                          STATION RECOVERY (1972)
 QF1575
 QF1575'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1575'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SE0137 ***********************************************************************
 SE0137  DESIGNATION -  REFERENCE MON C 22
 SE0137  PID         -  SE0137
 SE0137  STATE/COUNTY-  ME/AROOSTOOK
 SE0137  USGS QUAD   -  VAN BUREN (1986)
 SE0137
 SE0137                         *CURRENT SURVEY CONTROL
 SE0137  ___________________________________________________________________
 SE0137* NAD 83(1996)-  47 09 30.88747(N)    067 55 41.43560(W)     ADJUSTED  
 SE0137* NAVD 88     -       137.2    (meters)     450.     (feet)  VERTCON   
 SE0137  ___________________________________________________________________
 SE0137  LAPLACE CORR-           5.93  (seconds)                    DEFLEC99
 SE0137  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 SE0137
 SE0137  HORZ ORDER  -  SECOND
 SE0137
 SE0137.The horizontal coordinates were established by classical geodetic methods
 SE0137.and adjusted by the National Geodetic Survey in March 1998..
 SE0137
 SE0137.The NAVD 88 height was computed by applying the VERTCON shift value to
 SE0137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SE0137
 SE0137.The Laplace correction was computed from DEFLEC99 derived deflections.
 SE0137
 SE0137.The geoid height was determined by GEOID03.
 SE0137
 SE0137;                    North         East     Units Scale Factor Converg.
 SE0137;SPC ME E     -   388,210.505   343,357.367   MT  0.99992310   +0 25 09.4
 SE0137;UTM  19      - 5,223,343.987   581,244.233   MT  0.99968112   +0 47 09.4
 SE0137
 SE0137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SE0137!SPC ME E     -   0.99998211  x   0.99992310  =   0.99990521
 SE0137!UTM  19      -   0.99998211  x   0.99968112  =   0.99966323
 SE0137
 SE0137|---------------------------------------------------------------------|
 SE0137| PID    Reference Object                     Distance      Geod. Az  |
 SE0137|                                                           dddmmss.s |
 SE0137| DA4806 REFERENCE MON C 22 RM 1               7.275 METERS 15345     |
 SE0137| SE0136 REFERENCE MON S 23A                 334.603 METERS 21823     |
 SE0137| SE0129 VAN BUREN TV CO MAST IBC            APPROX. 2.7 KM 2330107.2 |
 SE0137| DA4807 REFERENCE MON C 22 RM 2               8.024 METERS 24147     |
 SE0137| SE0138 ST BRUNOS CATH CH SP IBC            APPROX. 1.0 KM 2920726.5 |
 SE0137|---------------------------------------------------------------------|
 SE0137
 SE0137                          SUPERSEDED SURVEY CONTROL
 SE0137
 SE0137  NAD 83(1992)-  47 09 30.88457(N)    067 55 41.43317(W) AD(       ) 2
 SE0137  NAD 83(1986)-  47 09 30.88455(N)    067 55 41.42702(W) AD(       ) 2
 SE0137  NAD 27      -  47 09 30.73120(N)    067 55 43.34296(W) AD(       ) 2
 SE0137  NGVD 29 (07/19/86)  137.4    (m)          451.     (f) VERT ANG       
 SE0137
 SE0137.Superseded values are not recommended for survey control.
 SE0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SE0137.See file dsdata.txt to determine how the superseded data were derived.
 SE0137
 SE0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN8124423344(NAD 83)
 SE0137
 SE0137  HISTORY     - Date     Condition        Report By
 SE0137  HISTORY     - 1958     MONUMENTED       IBC
 SE0137  HISTORY     - 1975     GOOD             NGS
 SE0137
 SE0137                          STATION DESCRIPTION
 SE0137
 SE0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CRM)
 SE0137'THE REFERENCE MONUMENT WAS RECOVERED AS DESCRIBED IN 1972 AND
 SE0137'FOUND IN GOOD CONDITION.  THE 1972 DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0241 ***********************************************************************
 SF0241  DESIGNATION -  REFERENCE MON C 36
 SF0241  PID         -  SF0241
 SF0241  STATE/COUNTY-  ME/AROOSTOOK
 SF0241  USGS QUAD   -  VIOLETTE STREAM (1986)
 SF0241
 SF0241                         *CURRENT SURVEY CONTROL
 SF0241  ___________________________________________________________________
 SF0241* NAD 83(1996)-  47 14 16.18198(N)    068 00 58.81019(W)     ADJUSTED  
 SF0241* NAVD 88     -       140.3    (meters)     460.     (feet)  VERTCON   
 SF0241  ___________________________________________________________________
 SF0241  LAPLACE CORR-           6.12  (seconds)                    DEFLEC99
 SF0241  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 SF0241
 SF0241  HORZ ORDER  -  SECOND
 SF0241
 SF0241.The horizontal coordinates were established by classical geodetic methods
 SF0241.and adjusted by the National Geodetic Survey in March 1998..
 SF0241
 SF0241.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0241.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0241
 SF0241.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0241
 SF0241.The geoid height was determined by GEOID03.
 SF0241
 SF0241;                    North         East     Units Scale Factor Converg.
 SF0241;SPC ME E     -   396,974.879   336,618.290   MT  0.99991647   +0 21 18.4
 SF0241;UTM  19      - 5,232,062.891   574,450.838   MT  0.99966812   +0 43 20.0
 SF0241
 SF0241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0241!SPC ME E     -   0.99998165  x   0.99991647  =   0.99989812
 SF0241!UTM  19      -   0.99998165  x   0.99966812  =   0.99964978
 SF0241
 SF0241|---------------------------------------------------------------------|
 SF0241| PID    Reference Object                     Distance      Geod. Az  |
 SF0241|                                                           dddmmss.s |
 SF0241| DA4832 REFERENCE MON C 36 RM 1               8.254 METERS 06256     |
 SF0241| SF0245 ST ANNE CATH CH W SP IBC 1973       APPROX. 1.4 KM 3185938.4 |
 SF0241| SF0244 ST ANNE CATH CH E SP IBC 1952       APPROX. 1.4 KM 3190124.0 |
 SF0241| DA4833 REFERENCE MON C 36 RM 2               7.541 METERS 32947     |
 SF0241|---------------------------------------------------------------------|
 SF0241
 SF0241                          SUPERSEDED SURVEY CONTROL
 SF0241
 SF0241  NAD 83(1992)-  47 14 16.17845(N)    068 00 58.80779(W) AD(       ) 2
 SF0241  NAD 83(1986)-  47 14 16.17993(N)    068 00 58.80007(W) AD(       ) 2
 SF0241  NAD 27      -  47 14 16.02901(N)    068 01 00.69802(W) AD(       ) 2
 SF0241  NGVD 29 (07/19/86)  140.5    (m)          461.     (f) VERT ANG       
 SF0241
 SF0241.Superseded values are not recommended for survey control.
 SF0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0241.See file dsdata.txt to determine how the superseded data were derived.
 SF0241
 SF0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN7445132063(NAD 83)
 SF0241_MARKER: Z = SEE DESCRIPTION
 SF0241_SETTING: 0 = UNSPECIFIED SETTING
 SF0241
 SF0241  HISTORY     - Date     Condition        Report By
 SF0241  HISTORY     - 1975     MONUMENTED       IBC
 SF0241
 SF0241                          STATION DESCRIPTION
 SF0241
 SF0241'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1975 (CRM)
 SF0241'THE REFERENCE MONUMENT IS LOCATED ABOUT 1 MILE SOUTHEAST OF
 SF0241'STE. ANNE DE MADAWASKA, NEW BRUNSWICK, ON RAILROAD RIGHT-OF-WAY
 SF0241'AND ABOUT 150 FEET NORTHWEST OF RAILROAD MILEPOST 201.
 SF0241'
 SF0241'TO REACH THE REFERENCE MONUMENT FROM THE CATHOLIC CHURCH IN
 SF0241'STE. ANNE DE MADAWASKA, GO NORTHWEST ON A PAVED ROAD 0.8 MILE TO
 SF0241'TRANS CANADA HIGHWAY NO. 2.  TURN LEFT AND GO SOUTHEAST ON TRANS
 SF0241'CANADA HIGHWAY NO. 2 FOR 1.6 MILES TO THE REFERENCE MONUMENT ON
 SF0241'THE RIGHT, SOUTHWEST, SIDE OF THE HIGHWAY.
 SF0241'
 SF0241'THE REFERENCE MONUMENT, STAMPED C-36-75 1975, IS A BRONZE,
 SF0241'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0241'POST THAT IS 18 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT
 SF0241'IS 93 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 34 FEET
 SF0241'NORTHEAST OF THE NORTHEAST RAIL OF THE RAILROAD AND 6.4 FEET
 SF0241'NORTHEAST OF A STEEL, WITNESS POST WITH METAL SIGN ATTACHED.
 SF0241'
 SF0241'REFERENCE MARK 1, STAMPED C-36-75 1 1975, IS A BRONZE, REFERENCE
 SF0241'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT
 SF0241'IS 12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 66
 SF0241'FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 61 FEET
 SF0241'NORTHEAST OF THE NORTHEAST RAIL OF THE RAILROAD, AND 33.6 FEET
 SF0241'NORTHEAST OF THE WITNESS POST.
 SF0241'
 SF0241'REFERENCE MARK 2, STAMPED C-36-75 2 1975, IS A BRONZE, REFERENCE
 SF0241'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT
 SF0241'IS 12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 92 FEET
 SF0241'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 37 FEET NORTHEAST OF
 SF0241'THE NORTHEAST RAIL OF THE RAILROAD, AND 25.4 FEET NORTHWEST OF
 SF0241'THE WITNESS POST.
 SF0241'
 SF0241'IT IS 37.67 FEET OR 11.481 METERS BETWEEN THE REFERENCE MARKS.
 SF0241'
 SF0241'NOTE--THE REFERENCE MARKS WERE LOCATED WITH SUCH CHECKS AND
 SF0241'ACCURACY THAT THEY MAY BE USED IN LIEU OF LOST REFERENCE
 SF0241'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0242 ***********************************************************************
 SF0242  DESIGNATION -  REFERENCE MON C 37
 SF0242  PID         -  SF0242
 SF0242  STATE/COUNTY-  ME/AROOSTOOK
 SF0242  USGS QUAD   -  VIOLETTE STREAM (1986)
 SF0242
 SF0242                         *CURRENT SURVEY CONTROL
 SF0242  ___________________________________________________________________
 SF0242* NAD 83(1996)-  47 14 29.77835(N)    068 01 17.58772(W)     ADJUSTED  
 SF0242* NAVD 88     -       140.2    (meters)     460.     (feet)  VERTCON   
 SF0242  ___________________________________________________________________
 SF0242  LAPLACE CORR-           6.14  (seconds)                    DEFLEC99
 SF0242  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 SF0242
 SF0242  HORZ ORDER  -  SECOND
 SF0242
 SF0242.The horizontal coordinates were established by classical geodetic methods
 SF0242.and adjusted by the National Geodetic Survey in March 1998..
 SF0242
 SF0242.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0242
 SF0242.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0242
 SF0242.The geoid height was determined by GEOID03.
 SF0242
 SF0242;                    North         East     Units Scale Factor Converg.
 SF0242;SPC ME E     -   397,392.286   336,220.814   MT  0.99991612   +0 21 04.6
 SF0242;UTM  19      - 5,232,477.639   574,050.795   MT  0.99966739   +0 43 06.4
 SF0242
 SF0242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0242!SPC ME E     -   0.99998167  x   0.99991612  =   0.99989779
 SF0242!UTM  19      -   0.99998167  x   0.99966739  =   0.99964906
 SF0242
 SF0242|---------------------------------------------------------------------|
 SF0242| PID    Reference Object                     Distance      Geod. Az  |
 SF0242|                                                           dddmmss.s |
 SF0242| DA4834 REFERENCE MON C 37 RM 1               9.511 METERS 11858     |
 SF0242| DA4835 REFERENCE MON C 37 RM 2               6.258 METERS 21125     |
 SF0242| SF0245 ST ANNE CATH CH W SP IBC 1973       APPROX. 0.9 KM 3202835.8 |
 SF0242| SF0244 ST ANNE CATH CH E SP IBC 1952       APPROX. 0.9 KM 3203309.3 |
 SF0242|---------------------------------------------------------------------|
 SF0242
 SF0242                          SUPERSEDED SURVEY CONTROL
 SF0242
 SF0242  NAD 83(1992)-  47 14 29.77479(N)    068 01 17.58533(W) AD(       ) 2
 SF0242  NAD 83(1986)-  47 14 29.77637(N)    068 01 17.57759(W) AD(       ) 2
 SF0242  NAD 27      -  47 14 29.62512(N)    068 01 19.47382(W) AD(       ) 2
 SF0242  NGVD 29 (07/19/86)  140.4    (m)          461.     (f) VERT ANG       
 SF0242
 SF0242.Superseded values are not recommended for survey control.
 SF0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0242.See file dsdata.txt to determine how the superseded data were derived.
 SF0242
 SF0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN7405132478(NAD 83)
 SF0242
 SF0242  HISTORY     - Date     Condition        Report By
 SF0242  HISTORY     - 1973     MONUMENTED       IBC
 SF0242  HISTORY     - 1975     GOOD             NGS
 SF0242
 SF0242                          STATION DESCRIPTION
 SF0242
 SF0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CRM)
 SF0242'THE REFERENCE MONUMENT, REFERENCE MARK 1 AND REFERENCE MARK 2
 SF0242'WERE RECOVERED AND FOUND IN GOOD CONDITION.
 SF0242'
 SF0242'NOTE--THE REFERENCE MARKS WERE LOCATED WITH SUCH CHECKS AND
 SF0242'ACCURACY THEY MAY BE USED IN LIEU OF LOST REFERENCE
 SF0242'MONUMENT.  IT IS 38.06 FEET OR 11.603 METERS BETWEEN THE
 SF0242'REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0168 ***********************************************************************
 SF0168  DESIGNATION -  REFERENCE MON C 38
 SF0168  PID         -  SF0168
 SF0168  STATE/COUNTY-  ME/AROOSTOOK
 SF0168  USGS QUAD   -  LILLE (1986)
 SF0168
 SF0168                         *CURRENT SURVEY CONTROL
 SF0168  ___________________________________________________________________
 SF0168* NAD 83(1996)-  47 15 07.36342(N)    068 02 33.44185(W)     ADJUSTED  
 SF0168* NAVD 88     -       139.3    (meters)     457.     (feet)  VERTCON   
 SF0168  ___________________________________________________________________
 SF0168  LAPLACE CORR-           6.21  (seconds)                    DEFLEC99
 SF0168  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 SF0168
 SF0168  HORZ ORDER  -  SECOND
 SF0168
 SF0168.The horizontal coordinates were established by classical geodetic methods
 SF0168.and adjusted by the National Geodetic Survey in March 1998..
 SF0168
 SF0168.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0168
 SF0168.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0168
 SF0168.The geoid height was determined by GEOID03.
 SF0168
 SF0168;                    North         East     Units Scale Factor Converg.
 SF0168;SPC ME E     -   398,543.309   334,618.868   MT  0.99991472   +0 20 09.2
 SF0168;UTM  19      - 5,233,618.088   572,441.907   MT  0.99966449   +0 42 11.1
 SF0168
 SF0168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0168!SPC ME E     -   0.99998182  x   0.99991472  =   0.99989654
 SF0168!UTM  19      -   0.99998182  x   0.99966449  =   0.99964631
 SF0168
 SF0168:                Primary Azimuth Mark                     Grid Az
 SF0168:SPC ME E     -  ST ANNE CATH CH W SP IBC 1973            114 53 23.1
 SF0168:UTM  19      -  ST ANNE CATH CH W SP IBC 1973            114 31 21.2
 SF0168
 SF0168|---------------------------------------------------------------------|
 SF0168| PID    Reference Object                     Distance      Geod. Az  |
 SF0168|                                                           dddmmss.s |
 SF0168| SF0245 ST ANNE CATH CH W SP IBC 1973       APPROX. 1.2 KM 1151332.3 |
 SF0168| SF0244 ST ANNE CATH CH E SP IBC 1952       APPROX. 1.2 KM 1152949.2 |
 SF0168| SF0243 REFERENCE MON S 39A                 APPROX. 0.9 KM 1814141.8 |
 SF0168| DA4836 REFERENCE MON C 38 RM 1               6.103 METERS 18226     |
 SF0168| DA4837 REFERENCE MON C 38 RM 2               7.151 METERS 30233     |
 SF0168|---------------------------------------------------------------------|
 SF0168
 SF0168                          SUPERSEDED SURVEY CONTROL
 SF0168
 SF0168  NAD 83(1992)-  47 15 07.35975(N)    068 02 33.43945(W) AD(       ) 2
 SF0168  NAD 83(1986)-  47 15 07.36160(N)    068 02 33.43166(W) AD(       ) 2
 SF0168  NAD 27      -  47 15 07.21092(N)    068 02 35.32348(W) AD(       ) 2
 SF0168  NGVD 29 (07/19/86)  139.5    (m)          458.     (f) VERT ANG       
 SF0168
 SF0168.Superseded values are not recommended for survey control.
 SF0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0168.See file dsdata.txt to determine how the superseded data were derived.
 SF0168
 SF0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN7244233618(NAD 83)
 SF0168
 SF0168  HISTORY     - Date     Condition        Report By
 SF0168  HISTORY     - 1951     MONUMENTED       IBC
 SF0168  HISTORY     - 1975     SEE DESCRIPTION  NGS
 SF0168
 SF0168                          STATION DESCRIPTION
 SF0168
 SF0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CRM)
 SF0168'THE REFERENCE MONUMENT WAS RECOVERED IN GOOD CONDITION.  TWO
 SF0168'REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION
 SF0168'FOLLOWS.
 SF0168'
 SF0168'THE REFERENCE MONUMENT IS LOCATED ABOUT 3/4 MILE NORTHWEST OF
 SF0168'STE. ANNE DE MADAWASKA, NEW BRUNSWICK, ON RAILROAD RIGHT-OF-WAY,
 SF0168'MIDWAY BETWEEN TWO CURVES IN THE RAILROAD THAT ARE ABOUT 0.2
 SF0168'MILE APART, AND ABOUT 400 FEET NORTHWEST OF A CUT BANK MADE
 SF0168'BY THE RAILROAD.
 SF0168'
 SF0168'TO REACH THE REFERENCE MONUMENT FROM THE CATHOLIC CHURCH IN
 SF0168'STE. ANNE DE MADAWASKA, GO NORTHWEST ON A PAVED ROAD FOR 0.7 MILE
 SF0168'TO TRANS CANADA HIGHWAY NO. 2.  TURN RIGHT AND GO NORTHWEST ON
 SF0168'TRANS CANADA HIGHWAY NO. 2 FOR 0.25 MILE TO A DRIVEWAY ON THE
 SF0168'LEFT LEADING TO TWO SMALL HOUSES.  THIS IS JUST AFTER CROSSING
 SF0168'OVER THE QUISIBIS RIVER.  TURN LEFT INTO THE DRIVEWAY FOR ABOUT
 SF0168'100 FEET, THENCE BEAR LEFT AND GO SOUTHEAST, ACROSS COUNTRY,
 SF0168'FOR 0.2 MILE TO THE RAILROAD AND THE REFERENCE MONUMENT.
 SF0168'
 SF0168'THE REFERENCE MONUMENT, STAMPED C-38-51, IS A BRONZE,
 SF0168'TRIANGULATION DISK SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE
 SF0168'POST THAT IS FLUSH WITH THE GROUND.  IT IS 39 FEET NORTHEAST OF
 SF0168'THE NORTHEAST RAIL OF THE RAILROAD, 7 FEET SOUTHEAST OF A
 SF0168'TELEGRAPH POLE, AND 4.9 FEET SOUTHWEST OF A STEEL, WITNESS POST
 SF0168'WITH METAL SIGN ATTACHED.
 SF0168'
 SF0168'REFERENCE MARK 1, STAMPED C-38-51 1 1975, IS A BRONZE, REFERENCE
 SF0168'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0168'12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 26 FEET
 SF0168'NORTHEAST OF THE NORTHEAST RAIL OF THE RAILROAD, 24.2 FEET SOUTH
 SF0168'OF THE WITNESS POST, AND 23 FEET SOUTHEAST OF THE TELEGRAPH POLE.
 SF0168'
 SF0168'REFERENCE MARK 2, STAMPED C-38-51 2 1975, IS A BRONZE, REFERENCE
 SF0168'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT
 SF0168'IS 12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 32
 SF0168'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE RAILROAD, 24.7 FEET
 SF0168'WEST OF THE WITNESS POST, AND 16 FEET WEST-NORTHWEST OF THE
 SF0168'TELEGRAPH POLE.
 SF0168'
 SF0168'IT IS 37.71 FEET OR 11.493 METERS BETWEEN THE REFERENCE MARKS.
 SF0168'
 SF0168'NOTE--THE REFERENCE MARKS WERE LOCATED WITH SUCH CHECKS AND
 SF0168'ACCURACY THEY MAY BE USED IN LIEU OF LOST REFERENCE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0182 ***********************************************************************
 SF0182  DESIGNATION -  REFERENCE MON C 39A
 SF0182  PID         -  SF0182
 SF0182  STATE/COUNTY-  ME/AROOSTOOK
 SF0182  USGS QUAD   -  LILLE (1986)
 SF0182
 SF0182                         *CURRENT SURVEY CONTROL
 SF0182  ___________________________________________________________________
 SF0182* NAD 83(1996)-  47 15 29.87179(N)    068 03 16.85846(W)     ADJUSTED  
 SF0182* NAVD 88     -       139.6    (meters)     458.     (feet)  VERTCON   
 SF0182  ___________________________________________________________________
 SF0182  LAPLACE CORR-           6.18  (seconds)                    DEFLEC99
 SF0182  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 SF0182
 SF0182  HORZ ORDER  -  SECOND
 SF0182
 SF0182.The horizontal coordinates were established by classical geodetic methods
 SF0182.and adjusted by the National Geodetic Survey in March 1998..
 SF0182
 SF0182.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0182.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0182
 SF0182.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0182
 SF0182.The geoid height was determined by GEOID03.
 SF0182
 SF0182;                    North         East     Units Scale Factor Converg.
 SF0182;SPC ME E     -   399,233.065   333,702.069   MT  0.99991395   +0 19 37.4
 SF0182;UTM  19      - 5,234,301.782   571,520.937   MT  0.99966286   +0 41 39.4
 SF0182
 SF0182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0182!SPC ME E     -   0.99998177  x   0.99991395  =   0.99989573
 SF0182!UTM  19      -   0.99998177  x   0.99966286  =   0.99964464
 SF0182
 SF0182:                Primary Azimuth Mark                     Grid Az
 SF0182:SPC ME E     -  ST ANNE CATH CH W SP IBC 1973            120 54 30.3
 SF0182:UTM  19      -  ST ANNE CATH CH W SP IBC 1973            120 32 28.3
 SF0182
 SF0182|---------------------------------------------------------------------|
 SF0182| PID    Reference Object                     Distance      Geod. Az  |
 SF0182|                                                           dddmmss.s |
 SF0182| SF0245 ST ANNE CATH CH W SP IBC 1973       APPROX. 2.3 KM 1211407.7 |
 SF0182| SF0244 ST ANNE CATH CH E SP IBC 1952       APPROX. 2.3 KM 1212005.2 |
 SF0182| DA4838 REFERENCE MON C 39A RM 1              8.212 METERS 12653     |
 SF0182| SF0171 REFERENCE MON 128                   490.254 METERS 1672937.5 |
 SF0182| SF0173 C39 IBC 1909 A PT 1975              186.111 METERS 24131     |
 SF0182| SF0174 C39 IBC 1909                        193.200 METERS 24322     |
 SF0182| DA4839 REFERENCE MON C 39A RM 2              8.490 METERS 30555     |
 SF0182|---------------------------------------------------------------------|
 SF0182
 SF0182                          SUPERSEDED SURVEY CONTROL
 SF0182
 SF0182  NAD 83(1992)-  47 15 29.86805(N)    068 03 16.85605(W) AD(       ) 2
 SF0182  NAD 83(1986)-  47 15 29.87006(N)    068 03 16.84818(W) AD(       ) 2
 SF0182  NAD 27      -  47 15 29.71920(N)    068 03 18.73793(W) AD(       ) 2
 SF0182  NGVD 29 (07/19/86)  139.8    (m)          459.     (f) VERT ANG       
 SF0182
 SF0182.Superseded values are not recommended for survey control.
 SF0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0182.See file dsdata.txt to determine how the superseded data were derived.
 SF0182
 SF0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN7152134302(NAD 83)
 SF0182_MARKER: Z = SEE DESCRIPTION
 SF0182_SETTING: 0 = UNSPECIFIED SETTING
 SF0182
 SF0182  HISTORY     - Date     Condition        Report By
 SF0182  HISTORY     - 1975     MONUMENTED       IBC
 SF0182
 SF0182                          STATION DESCRIPTION
 SF0182
 SF0182'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1975 (CRM)
 SF0182'THE MONUMENT IS LOCATED ABOUT 1 MILE NORTHWEST OF STE. ANNE DE
 SF0182'MADAWASKA, NEW BRUNSWICK AND ON RAILROAD RIGHT-OF-WAY.
 SF0182'
 SF0182'TO REACH THE REFERENCE MONUMENT FROM THE CATHOLIC CHURCH IN
 SF0182'STE. ANNE DE MADAWASKA, GO NORTHWEST ON A PAVED ROAD FOR 0.8 MILE
 SF0182'TO TRANS CANADA HIGHWAY NO. 2.  BEAR RIGHT AND GO NORTHWESTERLY
 SF0182'ON TRANS CANADA HIGHWAY NO. 2 FOR 0.8 MILE TO THE REFERENCE
 SF0182'MONUMENT ON THE LEFT.
 SF0182'
 SF0182'THE REFERENCE MONUMENT, STAMPED C-39A-75 1975, IS A BRONZE,
 SF0182'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0182'POST THAT IS 18 INCHES IN DIAMETER AND PROJECTS 2 INCHES.  IT IS
 SF0182'115 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 48 FEET NORTH
 SF0182'OF THE CENTERLINE OF A SURFACED ROAD, 14 FEET SOUTH OF THE MOST
 SF0182'SOUTHERLY RAIL OF TWO RAILROAD TRACKS, 7 FEET EAST-NORTHEAST OF
 SF0182'A TELEPHONE POLE, AND 5.1 FEET EAST-SOUTHEAST OF A STEEL,
 SF0182'WITNESS POST WITH METAL SIGN ATTACHED.
 SF0182'
 SF0182'REFERENCE MARK 1, STAMPED C-39A-75 1 1975, IS A BRONZE, REFERENCE
 SF0182'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT
 SF0182'IS 12 INCHES IN DIAMETER AND PROJECTS 2 INCHES.  IT IS 48 FEET
 SF0182'NORTH OF THE CENTERLINE OF THE SURFACED ROAD, 33 FEET EAST OF
 SF0182'A TELEPHONE POLE, 31.8 FEET EAST OF THE WITNESS POST, AND 15 FEET
 SF0182'SOUTH OF THE MOST SOUTHERLY RAIL OF THE TWO RAILROAD TRACKS.
 SF0182'
 SF0182'REFERENCE MARK 2, STAMPED C-39A-75 2 1975, IS A BRONZE, REFERENCE
 SF0182'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT
 SF0182'IS 12 INCHES IN DIAMETER AND PROJECTS 3 INCHES.  IT IS 48 FEET
 SF0182'NORTH OF THE CENTERLINE OF THE SURFACED ROAD, 22.9 FEET WEST OF
 SF0182'THE WITNESS POST, 21 FEET WEST OF A TELEPHONE POLE, AND 15 FEET
 SF0182'SOUTH OF THE MOST SOUTHERLY RAIL OF THE TWO RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0177 ***********************************************************************
 SF0177  DESIGNATION -  REFERENCE MON C 40
 SF0177  PID         -  SF0177
 SF0177  STATE/COUNTY-  ME/AROOSTOOK
 SF0177  USGS QUAD   -  LILLE (1986)
 SF0177
 SF0177                         *CURRENT SURVEY CONTROL
 SF0177  ___________________________________________________________________
 SF0177* NAD 83(1996)-  47 16 31.12924(N)    068 05 17.65166(W)     ADJUSTED  
 SF0177* NAVD 88     -       141.8    (meters)     465.     (feet)  VERTCON   
 SF0177  ___________________________________________________________________
 SF0177  LAPLACE CORR-           6.14  (seconds)                    DEFLEC99
 SF0177  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 SF0177
 SF0177  HORZ ORDER  -  SECOND
 SF0177
 SF0177.The horizontal coordinates were established by classical geodetic methods
 SF0177.and adjusted by the National Geodetic Survey in March 1998..
 SF0177
 SF0177.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0177
 SF0177.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0177
 SF0177.The geoid height was determined by GEOID03.
 SF0177
 SF0177;                    North         East     Units Scale Factor Converg.
 SF0177;SPC ME E     -   401,110.690   331,152.710   MT  0.99991192   +0 18 09.0
 SF0177;UTM  19      - 5,236,162.557   568,960.241   MT  0.99965844   +0 40 11.4
 SF0177
 SF0177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0177!SPC ME E     -   0.99998144  x   0.99991192  =   0.99989336
 SF0177!UTM  19      -   0.99998144  x   0.99965844  =   0.99963989
 SF0177
 SF0177|---------------------------------------------------------------------|
 SF0177| PID    Reference Object                     Distance      Geod. Az  |
 SF0177|                                                           dddmmss.s |
 SF0177| DA4842 REFERENCE MON C 40 RM 1              10.752 METERS 12835     |
 SF0177| SF0179 LILLE CH SE CUPOLA IBC 1975         APPROX. 1.6 KM 2844749.6 |
 SF0177| SF0180 LILLE CH NW CUPOLA IBC 1909         APPROX. 1.6 KM 2845938.3 |
 SF0177| DA4843 REFERENCE MON C 40 RM 2               8.215 METERS 30938     |
 SF0177|---------------------------------------------------------------------|
 SF0177
 SF0177                          SUPERSEDED SURVEY CONTROL
 SF0177
 SF0177  NAD 83(1992)-  47 16 31.12532(N)    068 05 17.64919(W) AD(       ) 2
 SF0177  NAD 83(1986)-  47 16 31.12775(N)    068 05 17.64111(W) AD(       ) 2
 SF0177  NAD 27      -  47 16 30.97788(N)    068 05 19.52416(W) AD(       ) 2
 SF0177  NGVD 29 (07/19/86)  142.0    (m)          466.     (f) VERT ANG       
 SF0177
 SF0177.Superseded values are not recommended for survey control.
 SF0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0177.See file dsdata.txt to determine how the superseded data were derived.
 SF0177
 SF0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN6896036163(NAD 83)
 SF0177_MARKER: Z = SEE DESCRIPTION
 SF0177_SETTING: 0 = UNSPECIFIED SETTING
 SF0177
 SF0177  HISTORY     - Date     Condition        Report By
 SF0177  HISTORY     - 1975     MONUMENTED       IBC
 SF0177
 SF0177                          STATION DESCRIPTION
 SF0177
 SF0177'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1975 (CRM)
 SF0177'THE MONUMENT IS LOCATED ABOUT 3 MILES NORTHWEST OF STE. ANNE
 SF0177'DE MADAWASKA, NEW BRUNSWICK, 1 MILE EAST-SOUTHEAST OF LILLE,
 SF0177'MAINE, AND ON RAILROAD RIGHT-OF-WAY.
 SF0177'
 SF0177'TO REACH THE REFERENCE MONUMENT FROM THE CATHOLIC CHURCH IN
 SF0177'STE. ANNE DE MADAWASKA, GO NORTHWEST ON A PAVED ROAD FOR 0.7
 SF0177'MILE TO TRANS CANADA HIGHWAY NO. 2.  BEAR RIGHT AND GO NORTHWEST
 SF0177'ON TRANS CANADA HIGHWAY NO. 2 FOR 2.8 MILES TO THE REFERENCE
 SF0177'MONUMENT ON THE LEFT, SOUTHWEST, SIDE OF THE HIGHWAY.
 SF0177'
 SF0177'THE REFERENCE MONUMENT, STAMPED C-40-75 1975, IS A BRONZE,
 SF0177'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0177'POST THAT IS 18 INCHES IN DIAMETER AND PROJECTS 2 INCHES.  IT IS
 SF0177'50 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE RAILROAD, 40 FEET
 SF0177'NORTHEAST OF THE RIVER BANK, 39 FEET SOUTHWEST OF RAILROAD BLOCK
 SF0177'SIGNAL NO. 2056, AND 6.1 FEET SOUTHWEST OF A STEEL, WITNESS POST
 SF0177'WITH METAL SIGN ATTACHED.
 SF0177'
 SF0177'REFERENCE MARK 1, STAMPED C-40-75 1 1975, IS A BRONZE, REFERENCE
 SF0177'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0177'12 INCHES IN DIAMETER AND PROJECTS 1 FOOT.  IT IS 51 FEET
 SF0177'SOUTHWEST OF THE SOUTHWEST RAIL OF THE RAILROAD, 38 FEET NORTHEAST
 SF0177'OF THE RIVER BANK, AND 36.3 FEET SOUTHEAST OF THE WITNESS POST.
 SF0177'
 SF0177'REFERENCE MARK 2, STAMPED C-40-75 2 1975, IS A BRONZE, REFERENCE
 SF0177'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT
 SF0177'IS 12 INCHES IN DIAMETER AND PROJECTS 8 INCHES.  IT IS 49 FEET
 SF0177'SOUTHWEST OF THE SOUTHWEST RAIL OF THE RAILROAD, 38 FEET NORTHEAST
 SF0177'OF THE RIVER BANK, AND 27.2 FEET NORTHWEST OF THE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0181 ***********************************************************************
 SF0181  DESIGNATION -  REFERENCE MON C 41
 SF0181  PID         -  SF0181
 SF0181  STATE/COUNTY-  ME/AROOSTOOK
 SF0181  USGS QUAD   -  LILLE (1986)
 SF0181
 SF0181                         *CURRENT SURVEY CONTROL
 SF0181  ___________________________________________________________________
 SF0181* NAD 83(1996)-  47 16 49.55463(N)    068 06 00.64942(W)     ADJUSTED  
 SF0181* NAVD 88     -       144.9    (meters)     475.     (feet)  VERTCON   
 SF0181  ___________________________________________________________________
 SF0181  LAPLACE CORR-           5.75  (seconds)                    DEFLEC99
 SF0181  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 SF0181
 SF0181  HORZ ORDER  -  SECOND
 SF0181
 SF0181.The horizontal coordinates were established by classical geodetic methods
 SF0181.and adjusted by the National Geodetic Survey in March 1998..
 SF0181
 SF0181.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0181.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0181
 SF0181.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0181
 SF0181.The geoid height was determined by GEOID03.
 SF0181
 SF0181;                    North         East     Units Scale Factor Converg.
 SF0181;SPC ME E     -   401,674.948   330,246.163   MT  0.99991124   +0 17 37.5
 SF0181;UTM  19      - 5,236,720.850   568,050.325   MT  0.99965691   +0 39 40.0
 SF0181
 SF0181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0181!SPC ME E     -   0.99998096  x   0.99991124  =   0.99989220
 SF0181!UTM  19      -   0.99998096  x   0.99965691  =   0.99963788
 SF0181
 SF0181|---------------------------------------------------------------------|
 SF0181| PID    Reference Object                     Distance      Geod. Az  |
 SF0181|                                                           dddmmss.s |
 SF0181| DA4844 REFERENCE MON C 41 RM 1               9.311 METERS 10204     |
 SF0181| SF0245 ST ANNE CATH CH W SP IBC 1973       APPROX. 6.5 KM 1240101.0 |
 SF0181| SF0244 ST ANNE CATH CH E SP IBC 1952       APPROX. 6.5 KM 1240243.8 |
 SF0181| SF0172 REFERENCE MON S 42                  APPROX. 2.7 KM 1604557.5 |
 SF0181| DA4845 REFERENCE MON C 41 RM 2              11.678 METERS 16052     |
 SF0181| SF0178 REFERENCE MON S 43                  400.696 METERS 2300343.7 |
 SF0181|---------------------------------------------------------------------|
 SF0181
 SF0181                          SUPERSEDED SURVEY CONTROL
 SF0181
 SF0181  NAD 83(1992)-  47 16 49.55064(N)    068 06 00.64693(W) AD(       ) 2
 SF0181  NAD 83(1986)-  47 16 49.55321(N)    068 06 00.63882(W) AD(       ) 2
 SF0181  NAD 27      -  47 16 49.40354(N)    068 06 02.51961(W) AD(       ) 2
 SF0181  NGVD 29 (07/19/86)  145.1    (m)          476.     (f) VERT ANG       
 SF0181
 SF0181.Superseded values are not recommended for survey control.
 SF0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0181.See file dsdata.txt to determine how the superseded data were derived.
 SF0181
 SF0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN6805036721(NAD 83)
 SF0181
 SF0181  HISTORY     - Date     Condition        Report By
 SF0181  HISTORY     - 1951     MONUMENTED       IBC
 SF0181  HISTORY     - 1975     GOOD             NGS
 SF0181
 SF0181                          STATION DESCRIPTION
 SF0181
 SF0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CRM)
 SF0181'THE REFERENCE MONUMENT, REFERENCE MARK 1, AND REFERENCE MARK 2
 SF0181'WERE RECOVERED AND FOUND IN GOOD CONDITION.
 SF0181'
 SF0181'NOTE--THE REFERENCE MARKS WERE LOCATED WITH SUCH CHECKS AND
 SF0181'ACCURACY THEY MAY BE USED IN LIEU OF LOST REFERENCE MONUMENT.
 SF0181'
 SF0181'IT IS 34.48 FEET OR 10.513 METERS BETWEEN THE REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0184 ***********************************************************************
 SF0184  DESIGNATION -  REFERENCE MON C 42
 SF0184  PID         -  SF0184
 SF0184  STATE/COUNTY-  ME/AROOSTOOK
 SF0184  USGS QUAD   -  LILLE (1986)
 SF0184
 SF0184                         *CURRENT SURVEY CONTROL
 SF0184  ___________________________________________________________________
 SF0184* NAD 83(1996)-  47 17 19.59295(N)    068 07 05.99861(W)     ADJUSTED  
 SF0184* NAVD 88     -       142.9    (meters)     469.     (feet)  VERTCON   
 SF0184  ___________________________________________________________________
 SF0184  LAPLACE CORR-           5.47  (seconds)                    DEFLEC99
 SF0184  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 SF0184
 SF0184  HORZ ORDER  -  SECOND
 SF0184
 SF0184.The horizontal coordinates were established by classical geodetic methods
 SF0184.and adjusted by the National Geodetic Survey in March 1998..
 SF0184
 SF0184.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0184.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0184
 SF0184.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0184
 SF0184.The geoid height was determined by GEOID03.
 SF0184
 SF0184;                    North         East     Units Scale Factor Converg.
 SF0184;SPC ME E     -   402,595.627   328,868.392   MT  0.99991024   +0 16 49.6
 SF0184;UTM  19      - 5,237,632.443   566,667.033   MT  0.99965462   +0 38 52.3
 SF0184
 SF0184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0184!SPC ME E     -   0.99998128  x   0.99991024  =   0.99989152
 SF0184!UTM  19      -   0.99998128  x   0.99965462  =   0.99963590
 SF0184
 SF0184|---------------------------------------------------------------------|
 SF0184| PID    Reference Object                     Distance      Geod. Az  |
 SF0184|                                                           dddmmss.s |
 SF0184| DA4846 REFERENCE MON C 42 RM 1              11.556 METERS 00108     |
 SF0184| SF0183 C42 IBC 1975 RM 2 1975                7.815 METERS 20111     |
 SF0184| SF0188 REFERENCE MON S 44                  APPROX. 0.8 KM 2385507.4 |
 SF0184|---------------------------------------------------------------------|
 SF0184
 SF0184                          SUPERSEDED SURVEY CONTROL
 SF0184
 SF0184  NAD 83(1992)-  47 17 19.58887(N)    068 07 05.99612(W) AD(       ) 2
 SF0184  NAD 83(1986)-  47 17 19.59167(N)    068 07 05.98804(W) AD(       ) 2
 SF0184  NAD 27      -  47 17 19.44250(N)    068 07 07.86414(W) AD(       ) 2
 SF0184  NGVD 29 (07/19/86)  143.1    (m)          469.     (f) VERT ANG       
 SF0184
 SF0184.Superseded values are not recommended for survey control.
 SF0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0184.See file dsdata.txt to determine how the superseded data were derived.
 SF0184
 SF0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN6666737632(NAD 83)
 SF0184_MARKER: Z = SEE DESCRIPTION
 SF0184_SETTING: 0 = UNSPECIFIED SETTING
 SF0184
 SF0184  HISTORY     - Date     Condition        Report By
 SF0184  HISTORY     - 1975     MONUMENTED       IBC
 SF0184
 SF0184                          STATION DESCRIPTION
 SF0184
 SF0184'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1975 (CRM)
 SF0184'THE REFERENCE MONUMENT IS LOCATED ABOUT 2-1/2 MILES SOUTH-SOUTHEAST
 SF0184'OF GREEN RIVER, NEW BRUNSWICK, 3/4 MILE NORTHWEST OF LILLE, MAINE,
 SF0184'AT THE SOUTHWEST EDGE OF A FIELD AT A POINT WHERE THE GROUND
 SF0184'STARTS SLOPING OFF TOWARD THE RIVER, NEAR A SMALL ABANDONED
 SF0184'GRAVEL PIT, AND ON PROPERTY OWNED BY MR. NORMAND DANCAUSE.
 SF0184'
 SF0184'TO REACH THE REFERENCE MONUMENT FROM THE PAROISSE SACRE COEUR
 SF0184'FONDEE CATHOLIC CHURCH IN GREEN RIVER, GO SOUTHEASTERLY ON A
 SF0184'PAVED ROAD FOR 0.4 MILE TO TRANS CANADA HIGHWAY NO. 2.  TURN RIGHT
 SF0184'AND GO SOUTHEAST ON TRANS CANADA HIGHWAY NO. 2 FOR 1.6 MILES
 SF0184'TO A DRIVEWAY ON THE RIGHT.  TURN RIGHT AND GO SOUTHWEST ON THE
 SF0184'DRIVEWAY, CROSSING A RAILROAD TRACK, FOR 0.2 MILE TO THE
 SF0184'DANCAUSE HOME.  CONTINUE SOUTHWEST FOR ABOUT 150 FEET TO A BARN,
 SF0184'TURN LEFT AND GO SOUTHEAST ALONG THE NORTHEAST SIDE OF THE BARN
 SF0184'FOR ABOUT 150 FEET TO A GATE AT THE EAST CORNER OF THE BARN.
 SF0184'PASS THROUGH THE GATE AND GO SOUTHERLY, ACROSS A MEADOW, FOR
 SF0184'0.1 MILE TO THE REFERENCE MONUMENT.
 SF0184'
 SF0184'THE REFERENCE MONUMENT, STAMPED C-42-75 1975, IS A BRONZE,
 SF0184'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0184'POST THAT IS 18 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT
 SF0184'IS 35 FEET NORTHEAST OF A LOW BANK AND 5.0 FEET NORTHEAST OF A
 SF0184'STEEL, WITNESS POST WITH METAL SIGN ATTACHED.
 SF0184'
 SF0184'REFERENCE MARK 1, STAMPED C-42-75 1 1975, IS A BRONZE, REFERENCE
 SF0184'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT
 SF0184'IS 12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 42.2
 SF0184'FEET NORTH OF THE WITNESS POST.
 SF0184'
 SF0184'REFERENCE MARK 2, STAMPED C-42-75 2 1975, IS A BRONZE, REFERENCE
 SF0184'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0184'12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 20.4
 SF0184'FEET SOUTHWEST OF THE WITNESS POST AND 9 FEET NORTHEAST OF A LOW
 SF0184'BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0192 ***********************************************************************
 SF0192  DESIGNATION -  REFERENCE MON C 43
 SF0192  PID         -  SF0192
 SF0192  STATE/COUNTY-  ME/AROOSTOOK
 SF0192  USGS QUAD   -  GRAND ISLE (1986)
 SF0192
 SF0192                         *CURRENT SURVEY CONTROL
 SF0192  ___________________________________________________________________
 SF0192* NAD 83(1996)-  47 18 02.53754(N)    068 08 19.33554(W)     ADJUSTED  
 SF0192* NAVD 88     -       145.0    (meters)     476.     (feet)  VERTCON   
 SF0192  ___________________________________________________________________
 SF0192  LAPLACE CORR-           5.10  (seconds)                    DEFLEC99
 SF0192  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 SF0192
 SF0192  HORZ ORDER  -  SECOND
 SF0192
 SF0192.The horizontal coordinates were established by classical geodetic methods
 SF0192.and adjusted by the National Geodetic Survey in March 1998..
 SF0192
 SF0192.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0192.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0192
 SF0192.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0192
 SF0192.The geoid height was determined by GEOID03.
 SF0192
 SF0192;                    North         East     Units Scale Factor Converg.
 SF0192;SPC ME E     -   403,914.383   327,321.407   MT  0.99990917   +0 15 55.9
 SF0192;UTM  19      - 5,238,940.915   565,112.021   MT  0.99965210   +0 37 58.8
 SF0192
 SF0192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0192!SPC ME E     -   0.99998097  x   0.99990917  =   0.99989014
 SF0192!UTM  19      -   0.99998097  x   0.99965210  =   0.99963308
 SF0192
 SF0192|---------------------------------------------------------------------|
 SF0192| PID    Reference Object                     Distance      Geod. Az  |
 SF0192|                                                           dddmmss.s |
 SF0192| DA4847 REFERENCE MON C 43 RM 1               6.337 METERS 03048     |
 SF0192| DA4848 REFERENCE MON C 43 RM 2               7.474 METERS 20947     |
 SF0192| SF0194 GRAND ISLE CH SP IBC 1951           APPROX. 1.5 KM 3023950.4 |
 SF0192| SF0198 GREEN RIVER CONC STP IBC 1973       APPROX. 2.2 KM 3552426.1 |
 SF0192|---------------------------------------------------------------------|
 SF0192
 SF0192                          SUPERSEDED SURVEY CONTROL
 SF0192
 SF0192  NAD 83(1992)-  47 18 02.53335(N)    068 08 19.33301(W) AD(       ) 2
 SF0192  NAD 83(1986)-  47 18 02.53641(N)    068 08 19.32479(W) AD(       ) 2
 SF0192  NAD 27      -  47 18 02.38783(N)    068 08 21.19643(W) AD(       ) 2
 SF0192  NGVD 29 (07/19/86)  145.1    (m)          476.     (f) VERT ANG       
 SF0192
 SF0192.Superseded values are not recommended for survey control.
 SF0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0192.See file dsdata.txt to determine how the superseded data were derived.
 SF0192
 SF0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN6511238941(NAD 83)
 SF0192_MARKER: Z = SEE DESCRIPTION
 SF0192_SETTING: 0 = UNSPECIFIED SETTING
 SF0192
 SF0192  HISTORY     - Date     Condition        Report By
 SF0192  HISTORY     - 1975     MONUMENTED       IBC
 SF0192
 SF0192                          STATION DESCRIPTION
 SF0192
 SF0192'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1975 (CRM)
 SF0192'THE REFERENCE MONUMENT IS LOCATED ABOUT 1-1/4 MILES SOUTH OF
 SF0192'GREEN RIVER, NEW BRUNSWICK, 3/4 MILE SOUTHEAST OF GRAND ISLE,
 SF0192'MAINE, NEAR THE FENCE ROW BETWEEN TWO FIELDS, ABOUT 150 FEET
 SF0192'NORTHWEST OF WHERE THE FIELDS BREAK OFF SHARPLY TOWARD THE RIVER,
 SF0192'AND ON PROPERTY OWNED BY MR. ALDEE CYR.
 SF0192'
 SF0192'TO REACH THE REFERENCE MONUMENT FROM THE PAROISSE SACRE COEUR
 SF0192'FONDEE CATHOLIC CHURCH IN GREEN RIVER, GO SOUTHEASTERLY ON A PAVED
 SF0192'ROAD FOR 0.4 MILE TO TRANS CANADA HIGHWAY NO. 2.  TURN RIGHT AND
 SF0192'GO SOUTHEAST ON TRANS CANADA HIGHWAY NO. 2 FOR 0.4 MILE TO A
 SF0192'SIDE ROAD RIGHT, BETWEEN A SMALL HOUSE AND A METAL, QUONSET
 SF0192'HUT.  TURN RIGHT AND GO SOUTH-SOUTHWEST FOR 0.05 MILE TO A
 SF0192'RAILROAD TRACK.  CROSS THE RAILROAD TRACK AND GO SOUTHWEST TO
 SF0192'THE TOP OF A SMALL PLATEAU.  TURN RIGHT AND GO NORTHWEST FOR
 SF0192'ABOUT 0.05 MILE TO A FENCE LINE.  TURN LEFT AND GO SOUTHWEST,
 SF0192'ALONG THE FENCE LINE, TO THE REFERENCE MONUMENT.  THE
 SF0192'DISTANCE FROM THE RAILROAD TRACK TO THE REFERENCE MONUMENT
 SF0192'IS 0.4 MILE.
 SF0192'
 SF0192'THE REFERENCE MONUMENT, STAMPED C-43-75 1975, IS A BRONZE,
 SF0192'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0192'POST THAT IS 18 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT
 SF0192'IS 6.4 FEET EAST OF A STEEL, WITNESS POST WITH METAL SIGN
 SF0192'ATTACHED AND 3 FEET SOUTHEAST OF A FENCE.
 SF0192'
 SF0192'REFERENCE MARK 1, STAMPED C-43-75 1 1975, IS A BRONZE, REFERENCE
 SF0192'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT
 SF0192'IS 12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 26.7
 SF0192'FEET NORTHEAST OF THE WITNESS POST AND 3 FEET SOUTHEAST OF THE
 SF0192'FENCE.
 SF0192'
 SF0192'REFERENCE MARK 2, STAMPED C-43-75 2 1975, IS A BRONZE, REFERENCE
 SF0192'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0192'12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 18.9 FEET
 SF0192'SOUTHWEST OF THE WITNESS POST AND 4 FEET SOUTHEAST OF THE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0225 ***********************************************************************
 SF0225  DESIGNATION -  REFERENCE MON C 44A
 SF0225  PID         -  SF0225
 SF0225  STATE/COUNTY-  ME/AROOSTOOK
 SF0225  USGS QUAD   -  GRAND ISLE (1986)
 SF0225
 SF0225                         *CURRENT SURVEY CONTROL
 SF0225  ___________________________________________________________________
 SF0225* NAD 83(1996)-  47 18 51.72218(N)    068 08 53.36659(W)     ADJUSTED  
 SF0225* NAVD 88     -       144.4    (meters)     474.     (feet)  VERTCON   
 SF0225  ___________________________________________________________________
 SF0225  LAPLACE CORR-           5.42  (seconds)                    DEFLEC99
 SF0225  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 SF0225
 SF0225  HORZ ORDER  -  SECOND
 SF0225
 SF0225.The horizontal coordinates were established by classical geodetic methods
 SF0225.and adjusted by the National Geodetic Survey in March 1998..
 SF0225
 SF0225.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0225.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0225
 SF0225.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0225
 SF0225.The geoid height was determined by GEOID03.
 SF0225
 SF0225;                    North         East     Units Scale Factor Converg.
 SF0225;SPC ME E     -   405,429.902   326,599.705   MT  0.99990869   +0 15 31.1
 SF0225;UTM  19      - 5,240,451.384   564,380.801   MT  0.99965094   +0 37 34.3
 SF0225
 SF0225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0225!SPC ME E     -   0.99998107  x   0.99990869  =   0.99988976
 SF0225!UTM  19      -   0.99998107  x   0.99965094  =   0.99963201
 SF0225
 SF0225|---------------------------------------------------------------------|
 SF0225| PID    Reference Object                     Distance      Geod. Az  |
 SF0225|                                                           dddmmss.s |
 SF0225| DA4849 REFERENCE MON C 44A RM 1              9.787 METERS 03129     |
 SF0225| SF0198 GREEN RIVER CONC STP IBC 1973       APPROX. 0.9 KM 0365524.5 |
 SF0225| SF0226 C44 IBC 1909                          2.775 METERS 03803     |
 SF0225| SF0195 GREEN RIVER CH SPIRE IBC 1951       494.627 METERS 0822209.6 |
 SF0225| DA4850 REFERENCE MON C 44A RM 2              7.535 METERS 21046     |
 SF0225| SF0197 REFERENCE MON C 44B                 483.048 METERS 3531341.0 |
 SF0225|---------------------------------------------------------------------|
 SF0225
 SF0225                          SUPERSEDED SURVEY CONTROL
 SF0225
 SF0225  NAD 83(1992)-  47 18 51.71790(N)    068 08 53.36409(W) AD(       ) 2
 SF0225  NAD 83(1986)-  47 18 51.72109(N)    068 08 53.35567(W) AD(       ) 2
 SF0225  NAD 27      -  47 18 51.57290(N)    068 08 55.22447(W) AD(       ) 2
 SF0225  NGVD 29 (07/19/86)  144.5    (m)          474.     (f) VERT ANG       
 SF0225
 SF0225.Superseded values are not recommended for survey control.
 SF0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0225.See file dsdata.txt to determine how the superseded data were derived.
 SF0225
 SF0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN6438140451(NAD 83)
 SF0225_MARKER: Z = SEE DESCRIPTION
 SF0225_SETTING: 0 = UNSPECIFIED SETTING
 SF0225
 SF0225  HISTORY     - Date     Condition        Report By
 SF0225  HISTORY     - 1975     MONUMENTED       IBC
 SF0225
 SF0225                          STATION DESCRIPTION
 SF0225
 SF0225'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1975 (CRM)
 SF0225'THE REFERENCE MONUMENT IS LOCATED ABOUT 1/4 MILE SOUTHWEST OF
 SF0225'GREEN RIVER, NEW BRUNSWICK AND ON ROAD RIGHT-OF-WAY.
 SF0225'
 SF0225'TO REACH FROM THE PAROISSE SACRE COEUR FONDEE CATHOLIC CHURCH
 SF0225'IN GREEN RIVER, GO NORTHWESTERLY ON A PAVED ROAD FOR 0.25 MILE
 SF0225'TO A CROSSROAD.  TURN LEFT AND GO SOUTHWEST ON A PAVED ROAD FOR
 SF0225'0.15 MILE TO A RAILROAD.  TURN LEFT AND GO SOUTHEAST FOR 0.05
 SF0225'MILE, THENCE TURN RIGHT, CROSS THE RAILROAD TRACK, AND GO
 SF0225'SOUTHWEST ON A GRAVELED ROAD FOR 0.15 MILE TO THE REFERENCE
 SF0225'MONUMENT ON THE LEFT.
 SF0225'
 SF0225'THE REFERENCE MONUMENT, STAMPED C-44A-75 1975, IS A BRONZE,
 SF0225'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0225'POST THAT IS 20 INCHES IN DIAMETER AND PROJECTS 6 INCHES.  IT IS
 SF0225'ABOUT 6 FEET HIGHER THAN THE ROAD.  IT IS 18 FEET SOUTHEAST OF
 SF0225'THE CENTERLINE OF THE ROAD AND 13.9 FEET SOUTHWEST OF A STEEL,
 SF0225'WITNESS POST WITH METAL SIGN ATTACHED.
 SF0225'
 SF0225'REFERENCE MARK 1, STAMPED C-44A-75 1 1975, IS A BRONZE, REFERENCE
 SF0225'MARK DISK SET IN THE TOP A CYLINDRICAL, CONCRETE POST THAT IS
 SF0225'12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 20 FEET
 SF0225'SOUTHEAST OF THE CENTERLINE OF THE ROAD AND 18.2 FEET NORTHEAST
 SF0225'OF THE WITNESS POST.
 SF0225'
 SF0225'REFERENCE MARK 2, STAMPED C-44A-75 2 1975, IS A BRONZE, REFERENCE
 SF0225'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT
 SF0225'IS 12 INCHES IN DIAMETER AND PROJECTS 4 INCHES.  IT IS 38.7 FEET
 SF0225'SOUTHWEST OF THE WITNESS POST AND 19 FEET SOUTHEAST OF THE
 SF0225'CENTERLINE OF THE ROAD.
 SF0225'
 SF0225'REFERENCE MONUMENT C-44 IS A 10-INCH, SQUARE, CONCRETE SPIKE,
 SF0225'PYRAMID-SHAPED ON TOP, THAT PROJECTS 18 INCHES ABOVE A 3-FOOT
 SF0225'SQUARE, CONCRETE BASE.  OVERALL THE MONUMENT PROJECTS 3
 SF0225'FEET.  CANADA AND NO 44 1909 IS CAST IN THE BASE.  IT IS 20 FEET
 SF0225'SOUTHEAST OF THE CENTERLINE OF THE ROAD AND 5.0 FEET SOUTHWEST
 SF0225'OF THE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0197 ***********************************************************************
 SF0197  DESIGNATION -  REFERENCE MON C 44B
 SF0197  PID         -  SF0197
 SF0197  STATE/COUNTY-  ME/AROOSTOOK
 SF0197  USGS QUAD   -  GRAND ISLE (1986)
 SF0197
 SF0197                         *CURRENT SURVEY CONTROL
 SF0197  ___________________________________________________________________
 SF0197* NAD 83(1996)-  47 19 07.25453(N)    068 08 56.07887(W)     ADJUSTED  
 SF0197* NAVD 88     -       144.4    (meters)     474.     (feet)  VERTCON   
 SF0197  ___________________________________________________________________
 SF0197  LAPLACE CORR-           5.55  (seconds)                    DEFLEC99
 SF0197  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 SF0197
 SF0197  HORZ ORDER  -  SECOND
 SF0197
 SF0197.The horizontal coordinates were established by classical geodetic methods
 SF0197.and adjusted by the National Geodetic Survey in March 1998..
 SF0197
 SF0197.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0197.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0197
 SF0197.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0197
 SF0197.The geoid height was determined by GEOID03.
 SF0197
 SF0197;                    North         East     Units Scale Factor Converg.
 SF0197;SPC ME E     -   405,909.274   326,540.586   MT  0.99990865   +0 15 29.2
 SF0197;UTM  19      - 5,240,930.244   564,318.624   MT  0.99965084   +0 37 32.5
 SF0197
 SF0197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0197!SPC ME E     -   0.99998107  x   0.99990865  =   0.99988972
 SF0197!UTM  19      -   0.99998107  x   0.99965084  =   0.99963191
 SF0197
 SF0197|---------------------------------------------------------------------|
 SF0197| PID    Reference Object                     Distance      Geod. Az  |
 SF0197|                                                           dddmmss.s |
 SF0197| SF0200 GREEN RIVER SCH CUP IBC 1951        366.262 METERS 03010     |
 SF0197| SF0198 GREEN RIVER CONC STP IBC 1973       APPROX. 0.6 KM 0683240.3 |
 SF0197| SF0195 GREEN RIVER CH SPIRE IBC 1951       APPROX. 0.7 KM 1270633.6 |
 SF0197| DA4851 REFERENCE MON C 44B RM 1              8.119 METERS 14902     |
 SF0197| SF0225 REFERENCE MON C 44A                 483.048 METERS 1731339.1 |
 SF0197| SF0194 GRAND ISLE CH SP IBC 1951           APPROX. 1.3 KM 2023913.4 |
 SF0197| DA4852 REFERENCE MON C 44B RM 2              8.399 METERS 33236     |
 SF0197| SF0199 REFERENCE MON C 45                  324.034 METERS 34218     |
 SF0197|---------------------------------------------------------------------|
 SF0197
 SF0197                          SUPERSEDED SURVEY CONTROL
 SF0197
 SF0197  NAD 83(1992)-  47 19 07.25022(N)    068 08 56.07639(W) AD(       ) 2
 SF0197  NAD 83(1986)-  47 19 07.25345(N)    068 08 56.06789(W) AD(       ) 2
 SF0197  NAD 27      -  47 19 07.10560(N)    068 08 57.93604(W) AD(       ) 2
 SF0197  NGVD 29 (07/19/86)  144.5    (m)          474.     (f) VERT ANG       
 SF0197
 SF0197.Superseded values are not recommended for survey control.
 SF0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0197.See file dsdata.txt to determine how the superseded data were derived.
 SF0197
 SF0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN6431940930(NAD 83)
 SF0197_MARKER: Z = SEE DESCRIPTION
 SF0197_SETTING: 0 = UNSPECIFIED SETTING
 SF0197
 SF0197  HISTORY     - Date     Condition        Report By
 SF0197  HISTORY     - 1975     MONUMENTED       IBC
 SF0197
 SF0197                          STATION DESCRIPTION
 SF0197
 SF0197'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1975 (CRM)
 SF0197'THE REFERENCE MONUMENT IS LOCATED IN THE WEST EDGE OF GREEN
 SF0197'RIVER, NEW BRUNSWICK AND ON RAILROAD RIGHT-OF-WAY.
 SF0197'
 SF0197'TO REACH FROM THE PAROISSE SACRE COEUR FONDEE CATHOLIC CHURCH
 SF0197'IN GREEN RIVER, GO NORTHWESTERLY ON A PAVED ROAD FOR 0.25
 SF0197'MILE TO A CROSSROAD.  TURN LEFT AND GO SOUTHWEST ON A PAVED
 SF0197'ROAD FOR 0.15 MILE TO A RAILROAD.  TURN LEFT AND GO SOUTHEAST
 SF0197'FOR 0.05 MILE, THENCE TURN RIGHT AND CROSS THE RAILROAD TRACKS,
 SF0197'THENCE TURN RIGHT AND GO NORTHWEST ALONG THE RAILROAD
 SF0197'RIGHT-OF-WAY FOR 0.15 MILE TO THE REFERENCE MONUMENT.
 SF0197'
 SF0197'THE REFERENCE MONUMENT, STAMPED C-44B-75 1975, IS A BRONZE,
 SF0197'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0197'POST THAT IS 18 INCHES IN DIAMETER AND PROJECTS 8 INCHES.  IT
 SF0197'IS 113 FEET SOUTHEAST OF A SWITCH FOR TWO SIDING TRACKS, 36 FEET
 SF0197'SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN RAILROAD TRACK, AND
 SF0197'4.8 FEET EAST-NORTHEAST OF A STEEL, WITNESS POST WITH METAL
 SF0197'SIGN ATTACHED.
 SF0197'
 SF0197'REFERENCE MARK 1, STAMPED C-44B-75 1 1975, IS A BRONZE,
 SF0197'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0197'POST THAT IS 12 INCHES IN DIAMETER AND PROJECTS 6 INCHES.  IT IS
 SF0197'37 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK
 SF0197'AND 26.9 FEET SOUTHEAST OF THE WITNESS POST.
 SF0197'
 SF0197'REFERENCE MARK 2, STAMPED C-44B-75 2 1975, IS A BRONZE
 SF0197'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0197'POST THAT IS 12 INCHES IN DIAMETER AND PROJECTS 8 INCHES.  IT
 SF0197'IS 86 FEET SOUTHEAST OF THE SIDING SWITCH, 34 FEET SOUTHWEST OF
 SF0197'THE SOUTHWEST RAIL OF THE MAIN TRACK, AND 28.3 FEET
 SF0197'NORTH-NORTHWEST OF THE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0199 ***********************************************************************
 SF0199  DESIGNATION -  REFERENCE MON C 45
 SF0199  PID         -  SF0199
 SF0199  STATE/COUNTY-  ME/AROOSTOOK
 SF0199  USGS QUAD   -  GRAND ISLE (1986)
 SF0199
 SF0199                         *CURRENT SURVEY CONTROL
 SF0199  ___________________________________________________________________
 SF0199* NAD 83(1996)-  47 19 17.25037(N)    068 09 00.76982(W)     ADJUSTED  
 SF0199* NAVD 88     -       145.7    (meters)     478.     (feet)  VERTCON   
 SF0199  ___________________________________________________________________
 SF0199  LAPLACE CORR-           5.59  (seconds)                    DEFLEC99
 SF0199  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 SF0199
 SF0199  HORZ ORDER  -  SECOND
 SF0199
 SF0199.The horizontal coordinates were established by classical geodetic methods
 SF0199.and adjusted by the National Geodetic Survey in March 1998..
 SF0199
 SF0199.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0199.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0199
 SF0199.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0199
 SF0199.The geoid height was determined by GEOID03.
 SF0199
 SF0199;                    North         East     Units Scale Factor Converg.
 SF0199;SPC ME E     -   406,217.496   326,440.698   MT  0.99990859   +0 15 25.8
 SF0199;UTM  19      - 5,241,237.740   564,216.786   MT  0.99965068   +0 37 29.1
 SF0199
 SF0199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0199!SPC ME E     -   0.99998086  x   0.99990859  =   0.99988946
 SF0199!UTM  19      -   0.99998086  x   0.99965068  =   0.99963155
 SF0199
 SF0199|---------------------------------------------------------------------|
 SF0199| PID    Reference Object                     Distance      Geod. Az  |
 SF0199|                                                           dddmmss.s |
 SF0199| SF0200 GREEN RIVER SCH CUP IBC 1951        282.671 METERS 08823     |
 SF0199| SF0195 GREEN RIVER CH SPIRE IBC 1951       APPROX. 1.0 KM 1381306.4 |
 SF0199| DA4853 REFERENCE MON C 45 RM 1               7.458 METERS 15823     |
 SF0199| SF0197 REFERENCE MON C 44B                 324.034 METERS 16218     |
 SF0199| DA4854 REFERENCE MON C 45 RM 2               9.785 METERS 35502     |
 SF0199|---------------------------------------------------------------------|
 SF0199
 SF0199                          SUPERSEDED SURVEY CONTROL
 SF0199
 SF0199  NAD 83(1992)-  47 19 17.24605(N)    068 09 00.76735(W) AD(       ) 2
 SF0199  NAD 83(1986)-  47 19 17.24930(N)    068 09 00.75879(W) AD(       ) 2
 SF0199  NAD 27      -  47 19 17.10174(N)    068 09 02.62650(W) AD(       ) 2
 SF0199  NGVD 29 (07/19/86)  145.8    (m)          478.     (f) VERT ANG       
 SF0199
 SF0199.Superseded values are not recommended for survey control.
 SF0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0199.See file dsdata.txt to determine how the superseded data were derived.
 SF0199
 SF0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN6421741238(NAD 83)
 SF0199_MARKER: Z = SEE DESCRIPTION
 SF0199_SETTING: 0 = UNSPECIFIED SETTING
 SF0199
 SF0199  HISTORY     - Date     Condition        Report By
 SF0199  HISTORY     - 1975     MONUMENTED       IBC
 SF0199
 SF0199                          STATION DESCRIPTION
 SF0199
 SF0199'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1975 (CRM)
 SF0199'THE REFERENCE MONUMENT IS LOCATED IN THE NORTHWEST PART OF GREEN
 SF0199'RIVER, NEW BRUNSWICK AND ON RAILROAD RIGHT-OF-WAY.
 SF0199'
 SF0199'TO REACH FROM THE PAROISSE SACRE COEUR FONDEE CATHOLIC CHURCH
 SF0199'IN GREEN RIVER, GO NORTHWEST ON A PAVED ROAD FOR 0.6 MILE TO A
 SF0199'SIDE STREET ON THE LEFT.  TURN LEFT AND GO SOUTHWEST ON THE
 SF0199'GRAVELED STREET FOR 0.05 MILE TO A T-INTERSECTION.  THIS IS THE
 SF0199'END OF TRUCK TRAVEL.  PACK SOUTHWEST FOR ABOUT 100 YARDS TO THE
 SF0199'RAILROAD TRACK AND THE REFERENCE MONUMENT.
 SF0199'
 SF0199'THE REFERENCE MONUMENT, STAMPED C-45-75 1975, IS A BRONZE,
 SF0199'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0199'POST THAT IS 18 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT
 SF0199'IS 37 FEET EAST OF THE EAST RAIL OF THE RAILROAD TRACK AND 7.4
 SF0199'FEET NORTH OF A STEEL, WITNESS POST WITH METAL SIGN ATTACHED.
 SF0199'
 SF0199'REFERENCE MARK 1, STAMPED C-45-75 1 1975, IS A BRONZE, REFERENCE
 SF0199'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT
 SF0199'IS 12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 41
 SF0199'FEET EAST OF THE EAST RAIL OF THE RAILROAD TRACK AND 17.0 FEET
 SF0199'SOUTH-SOUTHEAST OF THE WITNESS POST.
 SF0199'
 SF0199'REFERENCE MARK 2, STAMPED C-45-75 2 1975, IS A BRONZE, REFERENCE
 SF0199'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT
 SF0199'IS 12 INCHES IN DIAMETER AND PROJECTS 4 INCHES.  IT IS 41 FEET
 SF0199'EAST OF THE EAST RAIL OF THE RAILROAD TRACK AND 39.4 FEET
 SF0199'NORTH OF THE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0204 ***********************************************************************
 SF0204  DESIGNATION -  REFERENCE MON C 45A
 SF0204  PID         -  SF0204
 SF0204  STATE/COUNTY-  ME/AROOSTOOK
 SF0204  USGS QUAD   -  GRAND ISLE (1986)
 SF0204
 SF0204                         *CURRENT SURVEY CONTROL
 SF0204  ___________________________________________________________________
 SF0204* NAD 83(1996)-  47 19 49.67368(N)    068 09 38.28358(W)     ADJUSTED  
 SF0204* NAVD 88     -       144.4    (meters)     474.     (feet)  VERTCON   
 SF0204  ___________________________________________________________________
 SF0204  LAPLACE CORR-           5.58  (seconds)                    DEFLEC99
 SF0204  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 SF0204
 SF0204  HORZ ORDER  -  SECOND
 SF0204
 SF0204.The horizontal coordinates were established by classical geodetic methods
 SF0204.and adjusted by the National Geodetic Survey in March 1998..
 SF0204
 SF0204.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0204
 SF0204.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0204
 SF0204.The geoid height was determined by GEOID03.
 SF0204
 SF0204;                    North         East     Units Scale Factor Converg.
 SF0204;SPC ME E     -   407,215.227   325,648.643   MT  0.99990808   +0 14 58.3
 SF0204;UTM  19      - 5,242,230.111   563,418.552   MT  0.99964943   +0 37 01.9
 SF0204
 SF0204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0204!SPC ME E     -   0.99998107  x   0.99990808  =   0.99988915
 SF0204!UTM  19      -   0.99998107  x   0.99964943  =   0.99963051
 SF0204
 SF0204|---------------------------------------------------------------------|
 SF0204| PID    Reference Object                     Distance      Geod. Az  |
 SF0204|                                                           dddmmss.s |
 SF0204| DA4855 REFERENCE MON C 45A RM 1              9.315 METERS 11019     |
 SF0204| SF0198 GREEN RIVER CONC STP IBC 1973       APPROX. 1.8 KM 1260410.8 |
 SF0204| DA4856 REFERENCE MON C 45A RM 2              8.512 METERS 29348     |
 SF0204|---------------------------------------------------------------------|
 SF0204
 SF0204                          SUPERSEDED SURVEY CONTROL
 SF0204
 SF0204  NAD 83(1992)-  47 19 49.66929(N)    068 09 38.28109(W) AD(       ) 2
 SF0204  NAD 83(1986)-  47 19 49.67267(N)    068 09 38.27238(W) AD(       ) 2
 SF0204  NAD 27      -  47 19 49.52515(N)    068 09 40.13804(W) AD(       ) 2
 SF0204  NGVD 29 (07/19/86)  144.5    (m)          474.     (f) VERT ANG       
 SF0204
 SF0204.Superseded values are not recommended for survey control.
 SF0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0204.See file dsdata.txt to determine how the superseded data were derived.
 SF0204
 SF0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN6341942230(NAD 83)
 SF0204_MARKER: Z = SEE DESCRIPTION
 SF0204_SETTING: 0 = UNSPECIFIED SETTING
 SF0204
 SF0204  HISTORY     - Date     Condition        Report By
 SF0204  HISTORY     - 1975     MONUMENTED       IBC
 SF0204
 SF0204                          STATION DESCRIPTION
 SF0204
 SF0204'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1975 (CRM)
 SF0204'THE REFERENCE MONUMENT IS LOCATED ABOUT 1 MILE NORTHWEST OF
 SF0204'GREEN RIVER, NEW BRUNSWICK AND ON HIGHWAY RIGHT-OF-WAY.
 SF0204'
 SF0204'TO REACH FROM THE PAROISSE SACRE COEUR FONDEE CATHOLIC CHURCH
 SF0204'IN GREEN RIVER, GO NORTHWESTERLY ON A PAVED ROAD FOR 1.1 MILES
 SF0204'TO TRANS CANADA HIGHWAY NO. 2.  TURN LEFT AND GO NORTHWESTERLY
 SF0204'ON TRANS CANADA HIGHWAY NO. 2 FOR 0.35 MILE TO A SMALL, BRICK
 SF0204'HOUSE AND A BARN ON THE RIGHT AND THE REFERENCE MONUMENT ON THE
 SF0204'LEFT SIDE OF THE HIGHWAY.  THIS IS JUST BEFORE REACHING A CURVE
 SF0204'IN THE HIGHWAY.
 SF0204'
 SF0204'THE REFERENCE MONUMENT, STAMPED C-45A-75 1975, IS A BRONZE,
 SF0204'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0204'POST THAT IS 18 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT
 SF0204'IS 90 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 9 FEET
 SF0204'NORTHEAST OF A BANK, AND 6.3 FEET EAST OF A STEEL, WITNESS POST
 SF0204'WITH METAL SIGN ATTACHED.
 SF0204'
 SF0204'REFERENCE MARK 1, STAMPED C-45A-75 1 1975, IS A BRONZE, REFERENCE
 SF0204'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0204'12 INCHES IN DIAMETER AN FLUSH WITH THE GROUND.  IT IS 87 FEET
 SF0204'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 36.2 FEET SOUTHEAST
 SF0204'OF THE WITNESS POST, AND 6 FEET NORTHWEST OF THE BANK.
 SF0204'
 SF0204'REFERENCE MARK 2, STAMPED C-45A-75 2 1975, IS A BRONZE, REFERENCE
 SF0204'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0204'12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 90 FEET
 SF0204'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 22.6 FEET NORTHWEST
 SF0204'OF THE WITNESS POST, AND 5 FEET NORTHEAST OF THE BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0203 ***********************************************************************
 SF0203  DESIGNATION -  REFERENCE MON C 46
 SF0203  PID         -  SF0203
 SF0203  STATE/COUNTY-  ME/AROOSTOOK
 SF0203  USGS QUAD   -  GRAND ISLE (1986)
 SF0203
 SF0203                         *CURRENT SURVEY CONTROL
 SF0203  ___________________________________________________________________
 SF0203* NAD 83(1996)-  47 19 48.59165(N)    068 10 33.18640(W)     ADJUSTED  
 SF0203* NAVD 88     -       145.9    (meters)     479.     (feet)  VERTCON   
 SF0203  ___________________________________________________________________
 SF0203  LAPLACE CORR-           5.05  (seconds)                    DEFLEC99
 SF0203  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 SF0203
 SF0203  HORZ ORDER  -  SECOND
 SF0203
 SF0203.The horizontal coordinates were established by classical geodetic methods
 SF0203.and adjusted by the National Geodetic Survey in March 1998..
 SF0203
 SF0203.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0203.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0203
 SF0203.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0203
 SF0203.The geoid height was determined by GEOID03.
 SF0203
 SF0203;                    North         East     Units Scale Factor Converg.
 SF0203;SPC ME E     -   407,176.907   324,496.156   MT  0.99990737   +0 14 17.9
 SF0203;UTM  19      - 5,242,184.409   562,266.634   MT  0.99964765   +0 36 21.5
 SF0203
 SF0203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0203!SPC ME E     -   0.99998084  x   0.99990737  =   0.99988821
 SF0203!UTM  19      -   0.99998084  x   0.99964765  =   0.99962850
 SF0203
 SF0203:                Primary Azimuth Mark                     Grid Az
 SF0203:SPC ME E     -  REFERENCE MON S 48                       184 44 05.1
 SF0203:UTM  19      -  REFERENCE MON S 48                       184 22 01.5
 SF0203
 SF0203|---------------------------------------------------------------------|
 SF0203| PID    Reference Object                     Distance      Geod. Az  |
 SF0203|                                                           dddmmss.s |
 SF0203| SF0202 REFERENCE MON S 48                  APPROX. 0.7 KM 1845823.0 |
 SF0203| DA4858 REFERENCE MON C 46 RM 2               6.330 METERS 24421     |
 SF0203| DA4857 REFERENCE MON C 46 RM 1               6.539 METERS 34916     |
 SF0203|---------------------------------------------------------------------|
 SF0203
 SF0203                          SUPERSEDED SURVEY CONTROL
 SF0203
 SF0203  NAD 83(1992)-  47 19 48.58723(N)    068 10 33.18383(W) AD(       ) 2
 SF0203  NAD 83(1986)-  47 19 48.59076(N)    068 10 33.17521(W) AD(       ) 2
 SF0203  NAD 27      -  47 19 48.44415(N)    068 10 35.03878(W) AD(       ) 2
 SF0203  NGVD 29 (07/19/86)  146.0    (m)          479.     (f) VERT ANG       
 SF0203
 SF0203.Superseded values are not recommended for survey control.
 SF0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0203.See file dsdata.txt to determine how the superseded data were derived.
 SF0203
 SF0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN6226742184(NAD 83)
 SF0203
 SF0203  HISTORY     - Date     Condition        Report By
 SF0203  HISTORY     - 1917     MONUMENTED       IBC
 SF0203  HISTORY     - 1975     SEE DESCRIPTION  NGS
 SF0203
 SF0203                          STATION DESCRIPTION
 SF0203
 SF0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CRM)
 SF0203'THE SHANK OF THE DISK WAS RECOVERED AND FOUND IN GOOD
 SF0203'CONDITION.  TWO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.  A
 SF0203'NEW DESCRIPTION FOLLOWS.
 SF0203'
 SF0203'THE REFERENCE MONUMENT IS LOCATED ABOUT 1-1/2 MILES NORTHWEST
 SF0203'OF GREEN RIVER, NEW BRUNSWICK, AT THE WOODS LINE AT THE SOUTH
 SF0203'CORNER OF A FIELD THAT IS GROWN OVER WITH BRUSH, AND ON PROPERTY
 SF0203'OWNED BY MR. RENEE HUDON OF ST. BASILE, NEW BRUNSWICK.
 SF0203'
 SF0203'TO REACH FROM THE PAROISSE SACRE COEUR FONDEE CATHOLIC CHURCH
 SF0203'IN GREEN RIVER, GO NORTHWEST ON A PAVED ROAD FOR 1.1 MILES TO
 SF0203'TRANS CANADA HIGHWAY NO. 2.  TURN LEFT AND GO NORTHWEST ON TRANS
 SF0203'CANADA HIGHWAY NO. 2 FOR 1.3 MILES TO A SERVICE STATION AND
 SF0203'CAFE ON THE RIGHT AND A DRIVEWAY ON THE LEFT.  TURN LEFT AND GO
 SF0203'SOUTHERLY ON THE DRIVEWAY FOR 0.15 MILE TO A TWO STORY HOUSE.
 SF0203'THIS IS THE RESIDENCE OF MR. BILL SMYTH.  TURN LEFT AND GO
 SF0203'SOUTHEASTERLY, ACROSS A BRUSHY FIELD, FOR 0.2 MILE TO THE
 SF0203'SOUTH CORNER OF THE FIELD, THE WOODS LINE, AND THE REFERENCE
 SF0203'MONUMENT.
 SF0203'
 SF0203'THE REFERENCE MONUMENT IS THE CENTER-PUNCHED STEM OF A BRONZE
 SF0203'DISK SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST THAT IS
 SF0203'FLUSH WITH THE GROUND.  IT IS 22 FEET NORTHEAST OF THE RIVER
 SF0203'BANK AND 4.9 FEET SOUTHEAST OF A STEEL, WITNESS POST WITH
 SF0203'METAL SIGN ATTACHED.
 SF0203'
 SF0203'REFERENCE MARK 1, STAMPED C-46 1 1975, IS A BRONZE, REFERENCE
 SF0203'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0203'12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 18.8 FEET
 SF0203'NORTHEAST OF THE WITNESS POST.
 SF0203'
 SF0203'REFERENCE MARK 2, STAMPED C-46 2 1975, IS A BRONZE, REFERENCE
 SF0203'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT
 SF0203'IS 12 INCHES IN DIAMETER AND PROJECTS 6 INCHES.  IT IS 18.2 FEET
 SF0203'WEST OF THE WITNESS POST AND 8 FEET NORTHEAST OF THE RIVER BANK.
 SF0203'
 SF0203'IT IS 33.48 FEET OR 10.207 METERS BETWEEN THE REFERENCE MARKS.
 SF0203'
 SF0203'NOTE--THE REFERENCE MARKS WERE LOCATED WITH SUCH CHECKS AND
 SF0203'ACCURACY THAT THEY MAY BE USED IN LIEU OF LOST REFERENCE
 SF0203'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0209 ***********************************************************************
 SF0209  DESIGNATION -  REFERENCE MON C 48A
 SF0209  PID         -  SF0209
 SF0209  STATE/COUNTY-  ME/AROOSTOOK
 SF0209  USGS QUAD   -  GRAND ISLE (1986)
 SF0209
 SF0209                         *CURRENT SURVEY CONTROL
 SF0209  ___________________________________________________________________
 SF0209* NAD 83(1996)-  47 20 13.55626(N)    068 11 39.43923(W)     ADJUSTED  
 SF0209* NAVD 88     -       147.0    (meters)     482.     (feet)  VERTCON   
 SF0209  ___________________________________________________________________
 SF0209  LAPLACE CORR-           4.95  (seconds)                    DEFLEC99
 SF0209  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 SF0209
 SF0209  HORZ ORDER  -  SECOND
 SF0209
 SF0209.The horizontal coordinates were established by classical geodetic methods
 SF0209.and adjusted by the National Geodetic Survey in March 1998..
 SF0209
 SF0209.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0209.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0209
 SF0209.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0209
 SF0209.The geoid height was determined by GEOID03.
 SF0209
 SF0209;                    North         East     Units Scale Factor Converg.
 SF0209;SPC ME E     -   407,942.180   323,102.217   MT  0.99990656   +0 13 29.3
 SF0209;UTM  19      - 5,242,940.525   560,868.176   MT  0.99964553   +0 35 33.0
 SF0209
 SF0209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0209!SPC ME E     -   0.99998067  x   0.99990656  =   0.99988723
 SF0209!UTM  19      -   0.99998067  x   0.99964553  =   0.99962621
 SF0209
 SF0209:                Primary Azimuth Mark                     Grid Az
 SF0209:SPC ME E     -  REFERENCE MON S 50                       220 00 39.1
 SF0209:UTM  19      -  REFERENCE MON S 50                       219 38 35.4
 SF0209
 SF0209|---------------------------------------------------------------------|
 SF0209| PID    Reference Object                     Distance      Geod. Az  |
 SF0209|                                                           dddmmss.s |
 SF0209| SF0206 REFERENCE MON S 50                  APPROX. 0.7 KM 2201408.4 |
 SF0209| SF0208 C48 IBC 1909                          8.443 METERS 24730     |
 SF0209| DA4861 REFERENCE MON C 48A RM 1              8.468 METERS 31103     |
 SF0209|---------------------------------------------------------------------|
 SF0209
 SF0209                          SUPERSEDED SURVEY CONTROL
 SF0209
 SF0209  NAD 83(1992)-  47 20 13.55178(N)    068 11 39.43658(W) AD(       ) 2
 SF0209  NAD 83(1986)-  47 20 13.55553(N)    068 11 39.42789(W) AD(       ) 2
 SF0209  NAD 27      -  47 20 13.40956(N)    068 11 41.28866(W) AD(       ) 2
 SF0209  NGVD 29 (07/19/86)  147.1    (m)          483.     (f) VERT ANG       
 SF0209
 SF0209.Superseded values are not recommended for survey control.
 SF0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0209.See file dsdata.txt to determine how the superseded data were derived.
 SF0209
 SF0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN6086842941(NAD 83)
 SF0209_MARKER: Z = SEE DESCRIPTION
 SF0209_SETTING: 0 = UNSPECIFIED SETTING
 SF0209
 SF0209  HISTORY     - Date     Condition        Report By
 SF0209  HISTORY     - 1975     MONUMENTED       IBC
 SF0209
 SF0209                          STATION DESCRIPTION
 SF0209
 SF0209'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1975 (CRM)
 SF0209'THE REFERENCE MONUMENT IS LOCATED ABOUT 2-1/4 MILES SOUTHEAST
 SF0209'OF ST. BASILE, NEW BRUNSWICK, AT THE SOUTHWEST EDGE OF A BRUSHY
 SF0209'FIELD THAT IS BETWEEN THE RIVER AND A RAILROAD TRACK, ABOUT 150
 SF0209'FEET WEST OF THE HIGHEST POINT IN THE IMMEDIATE VICINITY, AND
 SF0209'ON PROPERTY OWNED BY MR. JOHN SHARP.
 SF0209'
 SF0209'TO REACH FROM THE PAROISSE SACRE COEUR FONDEE CATHOLIC CHURCH
 SF0209'IN GREEN RIVER, NEW BRUNSWICK, GO NORTHWEST ON A PAVED ROAD FOR
 SF0209'1.1 MILES TO TRANS CANADA HIGHWAY NO. 2.  TURN LEFT AND GO
 SF0209'NORTHWEST ON TRANS CANADA HIGHWAY NO. 2 FOR 2.0 MILES TO A
 SF0209'SMALL, TWO STORY HOUSE ON THE RIGHT AND THE END OF TRUCK
 SF0209'TRAVEL.  THIS IS ABOUT 100 YARDS NORTHWEST OF A WEIGHING
 SF0209'STATION.  PACK SOUTHWEST, CROSSING A RAILROAD TRACK, FOR ABOUT
 SF0209'100 YARDS TO THE RIVER BANK AND THE REFERENCE MONUMENT.
 SF0209'
 SF0209'THE REFERENCE MONUMENT, STAMPED C-48A-75 1975, IS A BRONZE,
 SF0209'REFERENCE MONUMENT DISK SET IN THE TOP OF AN 18-INCH SQUARE,
 SF0209'CONCRETE POST THAT IS FLUSH WITH THE GROUND.  IT IS 31.0 FEET EAST
 SF0209'OF A STEEL, WITNESS POST WITH METAL SIGN ATTACHED AND 26 FEET
 SF0209'NORTHEAST OF THE RIVER BANK.
 SF0209'
 SF0209'REFERENCE MONUMENT C-48 IS AN 0.8-FOOT SQUARE, CONCRETE POST THAT
 SF0209'PROJECTS 4 INCHES ABOVE A 3-FOOT SQUARE, CONCRETE BASE.  OVERALL
 SF0209'THE MONUMENT PROJECTS 2-1/2 FEET AND IS ABOUT 6 FEET LOWER THAN
 SF0209'REFERENCE MONUMENT C-48A-75.  IT IS 8 FEET NORTHEAST OF THE RIVER
 SF0209'BANK AND 5.3 FEET SOUTHEAST OF THE WITNESS POST.
 SF0209'
 SF0209'REFERENCE MARK 1, STAMPED C-48A-75 1 1975, IS A BRONZE,
 SF0209'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0209'POST THAT IS 12 INCHES IN DIAMETER AND PROJECTS 1 FOOT.  IT IS
 SF0209'36 FEET NORTHEAST OF THE RIVER BANK AND 27.4 FEET NORTHEAST OF
 SF0209'THE WITNESS POST.
 SF0209'
 SF0209'THE DISTANCE BETWEEN REFERENCE MONUMENT C-48 AND REFERENCE
 SF0209'MARK 1 IS 29.23 FEET OR 8.908 METERS.
 SF0209'
 SF0209'NOTE--REFERENCE MARK 1 WAS LOCATED WITH SUCH CHECKS AND ACCURACY
 SF0209'IT MAY BE USED IN LIEU OF LOST REFERENCE MONUMENTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0211 ***********************************************************************
 SF0211  DESIGNATION -  REFERENCE MON C 49
 SF0211  PID         -  SF0211
 SF0211  STATE/COUNTY-  ME/AROOSTOOK
 SF0211  USGS QUAD   -  GRAND ISLE (1986)
 SF0211
 SF0211                         *CURRENT SURVEY CONTROL
 SF0211  ___________________________________________________________________
 SF0211* NAD 83(1996)-  47 20 25.26006(N)    068 11 58.46454(W)     ADJUSTED  
 SF0211* NAVD 88     -       152.7    (meters)     501.     (feet)  VERTCON   
 SF0211  ___________________________________________________________________
 SF0211  LAPLACE CORR-           5.07  (seconds)                    DEFLEC99
 SF0211  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 SF0211
 SF0211  HORZ ORDER  -  SECOND
 SF0211
 SF0211.The horizontal coordinates were established by classical geodetic methods
 SF0211.and adjusted by the National Geodetic Survey in March 1998..
 SF0211
 SF0211.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0211.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0211
 SF0211.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0211
 SF0211.The geoid height was determined by GEOID03.
 SF0211
 SF0211;                    North         East     Units Scale Factor Converg.
 SF0211;SPC ME E     -   408,302.034   322,701.457   MT  0.99990633   +0 13 15.4
 SF0211;UTM  19      - 5,243,297.706   560,465.221   MT  0.99964493   +0 35 19.1
 SF0211
 SF0211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0211!SPC ME E     -   0.99997978  x   0.99990633  =   0.99988611
 SF0211!UTM  19      -   0.99997978  x   0.99964493  =   0.99962472
 SF0211
 SF0211|---------------------------------------------------------------------|
 SF0211| PID    Reference Object                     Distance      Geod. Az  |
 SF0211|                                                           dddmmss.s |
 SF0211| DA4862 REFERENCE MON C 49 RM 1               6.021 METERS 12226     |
 SF0211| SF0268 ST DAVID CH CROSS IBC 1957          APPROX. 6.0 KM 2792657.3 |
 SF0211| DA4863 REFERENCE MON C 49 RM 2               5.968 METERS 28918     |
 SF0211|---------------------------------------------------------------------|
 SF0211
 SF0211                          SUPERSEDED SURVEY CONTROL
 SF0211
 SF0211  NAD 83(1992)-  47 20 25.25557(N)    068 11 58.46190(W) AD(       ) 2
 SF0211  NAD 83(1986)-  47 20 25.25941(N)    068 11 58.45317(W) AD(       ) 2
 SF0211  NAD 27      -  47 20 25.11356(N)    068 12 00.31298(W) AD(       ) 2
 SF0211  NGVD 29 (07/19/86)  152.8    (m)          501.     (f) VERT ANG       
 SF0211
 SF0211.Superseded values are not recommended for survey control.
 SF0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0211.See file dsdata.txt to determine how the superseded data were derived.
 SF0211
 SF0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN6046543298(NAD 83)
 SF0211_MARKER: Z = SEE DESCRIPTION
 SF0211_SETTING: 0 = UNSPECIFIED SETTING
 SF0211
 SF0211  HISTORY     - Date     Condition        Report By
 SF0211  HISTORY     - 1975     MONUMENTED       IBC
 SF0211
 SF0211                          STATION DESCRIPTION
 SF0211
 SF0211'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1975 (CRM)
 SF0211'THE REFERENCE MONUMENT IS LOCATED ABOUT 2 MILES SOUTHEAST OF
 SF0211'ST. BASILE, NEW BRUNSWICK, ATOP A CUT BANK ON HIGHWAY
 SF0211'RIGHT-OF-WAY, AND ABOUT 150 FEET NORTH AND 30 FEET HIGHER
 SF0211'THAN THE HIGHWAY.
 SF0211'
 SF0211'TO REACH FROM THE INTERSECTION OF RUE PRINCIPALE AND RUE EGLISE
 SF0211'IN ST. BASILE, GO SOUTHEASTERLY ON RUE PRINCIPALE FOR 0.8 MILE
 SF0211'TO TRANS CANADA HIGHWAY NO. 2.  TURN RIGHT AND GO SOUTHEAST
 SF0211'AND EASTERLY ON TRANS CANADA HIGHWAY NO.2 FOR 1.2 MILES TO THE
 SF0211'REFERENCE MONUMENT ON THE LEFT, NORTH SIDE OF THE HIGHWAY.
 SF0211'
 SF0211'THE REFERENCE MONUMENT, STAMPED C-49-75 1975, IS A BRONZE,
 SF0211'REFERENCE MONUMENT DISK SET IN AN IRREGULAR MASS OF CONCRETE
 SF0211'THAT IS FLUSH WITH THE GROUND.  IT IS 7.3 FEET WEST OF A STEEL,
 SF0211'WITNESS POST WITH METAL SIGN ATTACHED AND 5 FEET SOUTH OF A
 SF0211'WIRE FENCE.
 SF0211'
 SF0211'REFERENCE MARK 1, STAMPED C-49-75 1 1975, IS A BRONZE,
 SF0211'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN A ROCK
 SF0211'OUTCROP.  IT IS 16.0 FEET SOUTHEAST OF THE WITNESS POST AND
 SF0211'9 FEET SOUTH OF THE WIRE FENCE.
 SF0211'
 SF0211'REFERENCE MARK 2, STAMPED C-49-75 2 1975, IS A BRONZE,
 SF0211'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0211'POST THAT IS 12 INCHES IN DIAMETER AND PROJECTS 6 INCHES.  IT
 SF0211'IS 24.5 FEET WEST OF THE WITNESS POST AND 8 FEET SOUTH OF THE
 SF0211'WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0214 ***********************************************************************
 SF0214  DESIGNATION -  REFERENCE MON C 49A
 SF0214  PID         -  SF0214
 SF0214  STATE/COUNTY-  ME/AROOSTOOK
 SF0214  USGS QUAD   -  GRAND ISLE (1986)
 SF0214
 SF0214                         *CURRENT SURVEY CONTROL
 SF0214  ___________________________________________________________________
 SF0214* NAD 83(1996)-  47 20 55.32665(N)    068 12 45.04131(W)     ADJUSTED  
 SF0214* NAVD 88     -       160.5    (meters)     527.     (feet)  VERTCON   
 SF0214  ___________________________________________________________________
 SF0214  LAPLACE CORR-           5.50  (seconds)                    DEFLEC99
 SF0214  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 SF0214
 SF0214  HORZ ORDER  -  SECOND
 SF0214
 SF0214.The horizontal coordinates were established by classical geodetic methods
 SF0214.and adjusted by the National Geodetic Survey in March 1998..
 SF0214
 SF0214.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0214
 SF0214.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0214
 SF0214.The geoid height was determined by GEOID03.
 SF0214
 SF0214;                    North         East     Units Scale Factor Converg.
 SF0214;SPC ME E     -   409,226.788   321,720.384   MT  0.99990580   +0 12 41.2
 SF0214;UTM  19      - 5,244,215.903   559,478.491   MT  0.99964348   +0 34 45.1
 SF0214
 SF0214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0214!SPC ME E     -   0.99997856  x   0.99990580  =   0.99988436
 SF0214!UTM  19      -   0.99997856  x   0.99964348  =   0.99962205
 SF0214
 SF0214:                Primary Azimuth Mark                     Grid Az
 SF0214:SPC ME E     -  ST DAVID CH CROSS IBC 1957               270 22 48.8
 SF0214:UTM  19      -  ST DAVID CH CROSS IBC 1957               270 00 44.9
 SF0214
 SF0214|---------------------------------------------------------------------|
 SF0214| PID    Reference Object                     Distance      Geod. Az  |
 SF0214|                                                           dddmmss.s |
 SF0214| SF0268 ST DAVID CH CROSS IBC 1957          APPROX. 4.9 KM 2703530.0 |
 SF0214| SF0220 ST BASILE HOSP SP IBC 1951          APPROX. 2.0 KM 3013204.3 |
 SF0214| DA4865 REFERENCE MON C 49A RM 2             25.041 METERS 32704     |
 SF0214| DA4864 REFERENCE MON C 49A RM 1             24.766 METERS 34120     |
 SF0214|---------------------------------------------------------------------|
 SF0214
 SF0214                          SUPERSEDED SURVEY CONTROL
 SF0214
 SF0214  NAD 83(1992)-  47 20 55.32210(N)    068 12 45.03863(W) AD(       ) 2
 SF0214  NAD 83(1986)-  47 20 55.32611(N)    068 12 45.02979(W) AD(       ) 2
 SF0214  NAD 27      -  47 20 55.18056(N)    068 12 46.88759(W) AD(       ) 2
 SF0214  NGVD 29 (07/19/86)  160.6    (m)          527.     (f) VERT ANG       
 SF0214
 SF0214.Superseded values are not recommended for survey control.
 SF0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0214.See file dsdata.txt to determine how the superseded data were derived.
 SF0214
 SF0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN5947844216(NAD 83)
 SF0214_MARKER: Z = SEE DESCRIPTION
 SF0214_SETTING: 0 = UNSPECIFIED SETTING
 SF0214
 SF0214  HISTORY     - Date     Condition        Report By
 SF0214  HISTORY     - 1975     MONUMENTED       IBC
 SF0214
 SF0214                          STATION DESCRIPTION
 SF0214
 SF0214'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1975 (CRM)
 SF0214'THE REFERENCE MONUMENT IS LOCATED ABOUT 1-1/4 MILES SOUTHEAST
 SF0214'OF ST. BASILE, NEW BRUNSWICK, ATOP A CUT BANK ON HIGHWAY
 SF0214'RIGHT-OF-WAY, AND ABOUT 100 FEET NORTHEAST OF AND 30 FEET HIGHER
 SF0214'THAN THE HIGHWAY.
 SF0214'
 SF0214'TO REACH FROM THE INTERSECTION OF RUE PRINCIPALE AND RUE
 SF0214'EGLISE IN ST. BASILE, GO SOUTHEASTERLY ON RUE PRINCIPALE FOR
 SF0214'0.8 MILES TO TRANS CANADA HIGHWAY NO. 2.  TURN RIGHT AND GO
 SF0214'SOUTHEASTERLY ON TRANS CANADA HIGHWAY NO. 2 FOR 0.3 MILE TO THE
 SF0214'REFERENCE MONUMENT ON THE LEFT.
 SF0214'
 SF0214'THE REFERENCE MONUMENT, STAMPED C-49A-75 1975, IS A BRONZE,
 SF0214'REFERENCE MONUMENT DISK CEMENTED IN A DRILL HOLE IN BEDROCK
 SF0214'THAT IS FLUSH WITH THE GROUND.  IT IS 9 FEET SOUTHWEST OF A WIRE
 SF0214'FENCE AND 7.5 FEET SOUTHWEST OF A STEEL, WITNESS POST WITH
 SF0214'METAL SIGN ATTACHED.
 SF0214'
 SF0214'REFERENCE MARK 1, STAMPED C-49A-75 1 1975, IS A BRONZE,
 SF0214'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0214'POST THAT IS 12 INCHES IN DIAMETER AND PROJECTS 3 INCHES.  IT
 SF0214'IS 79.9 FEET NORTHWEST OF THE WITNESS POST, 4 FEET SOUTHWEST OF
 SF0214'THE WIRE FENCE, AND ABOUT 6 FEET LOWER THAN THE REFERENCE
 SF0214'MONUMENT.
 SF0214'
 SF0214'REFERENCE MARK 2, STAMPED C-49A-75 2 1975, IS A BRONZE,
 SF0214'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0214'POST THAT IS 12 INCHES IN DIAMETER AND PROJECTS 4 INCHES.  IT
 SF0214'IS 82.7 FEET WEST-NORTHWEST OF THE WITNESS POST, 24 FEET
 SF0214'SOUTHWEST OF THE WIRE FENCE, AND ABOUT 9 FEET LOWER THAN THE
 SF0214'REFERENCE MONUMENT.
 SF0214'
 SF0214'IT IS 20.32 FEET OR 6.190 METERS BETWEEN THE REFERENCE MARKS.
 SF0214'
 SF0214'NOTE--THE REFERENCE MARKS WERE LOCATED WITH SUCH CHECKS AND
 SF0214'ACCURACY THAT THEY MAY BE USED IN LIEU OF LOST REFERENCE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0216 ***********************************************************************
 SF0216  DESIGNATION -  REFERENCE MON C 50
 SF0216  PID         -  SF0216
 SF0216  STATE/COUNTY-  ME/AROOSTOOK
 SF0216  USGS QUAD   -  GRAND ISLE (1986)
 SF0216
 SF0216                         *CURRENT SURVEY CONTROL
 SF0216  ___________________________________________________________________
 SF0216* NAD 83(1996)-  47 21 05.30458(N)    068 13 26.33945(W)     ADJUSTED  
 SF0216* NAVD 88     -       145.1    (meters)     476.     (feet)  VERTCON   
 SF0216  ___________________________________________________________________
 SF0216  LAPLACE CORR-           5.59  (seconds)                    DEFLEC99
 SF0216  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 SF0216
 SF0216  HORZ ORDER  -  SECOND
 SF0216
 SF0216.The horizontal coordinates were established by classical geodetic methods
 SF0216.and adjusted by the National Geodetic Survey in March 1998..
 SF0216
 SF0216.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0216
 SF0216.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0216
 SF0216.The geoid height was determined by GEOID03.
 SF0216
 SF0216;                    North         East     Units Scale Factor Converg.
 SF0216;SPC ME E     -   409,531.768   320,852.581   MT  0.99990534   +0 12 10.9
 SF0216;UTM  19      - 5,244,515.228   558,608.977   MT  0.99964221   +0 34 14.9
 SF0216
 SF0216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0216!SPC ME E     -   0.99998098  x   0.99990534  =   0.99988632
 SF0216!UTM  19      -   0.99998098  x   0.99964221  =   0.99962319
 SF0216
 SF0216|---------------------------------------------------------------------|
 SF0216| PID    Reference Object                     Distance      Geod. Az  |
 SF0216|                                                           dddmmss.s |
 SF0216| DA4868 REFERENCE MON C 50 RM 1              13.650 METERS 14116     |
 SF0216| SF0215 C50 IBC 1951                         51.356 METERS 14542     |
 SF0216| DA4869 REFERENCE MON C 50 RM 2              15.778 METERS 17457     |
 SF0216| SF0268 ST DAVID CH CROSS IBC 1957          APPROX. 4.1 KM 2662057.0 |
 SF0216|---------------------------------------------------------------------|
 SF0216
 SF0216                          SUPERSEDED SURVEY CONTROL
 SF0216
 SF0216  NAD 83(1992)-  47 21 05.30000(N)    068 13 26.33673(W) AD(       ) 2
 SF0216  NAD 83(1986)-  47 21 05.30416(N)    068 13 26.32787(W) AD(       ) 2
 SF0216  NAD 27      -  47 21 05.15890(N)    068 13 28.18406(W) AD(       ) 2
 SF0216  NGVD 29 (07/19/86)  145.2    (m)          476.     (f) VERT ANG       
 SF0216
 SF0216.Superseded values are not recommended for survey control.
 SF0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0216.See file dsdata.txt to determine how the superseded data were derived.
 SF0216
 SF0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN5860944515(NAD 83)
 SF0216_MARKER: Z = SEE DESCRIPTION
 SF0216_SETTING: 0 = UNSPECIFIED SETTING
 SF0216
 SF0216  HISTORY     - Date     Condition        Report By
 SF0216  HISTORY     - 1975     MONUMENTED       IBC
 SF0216
 SF0216                          STATION DESCRIPTION
 SF0216
 SF0216'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1975 (CRM)
 SF0216'THE REFERENCE MONUMENT IS LOCATED IN THE SOUTHEAST PART OF
 SF0216'ST. BASILE, NEW BRUNSWICK, ON THE SOUTHWEST SIDE OF A SMALL POND,
 SF0216'AND ON PROPERTY OWNED BY THE VILLAGE OF ST. BASILE.
 SF0216'
 SF0216'TO REACH FROM THE INTERSECTION OF RUE PRINIPALE, LAJOIE
 SF0216'STREET, AND MAILLET STREET IN THE SOUTHEAST PART OF ST. BASILE,
 SF0216'GO SOUTHWESTERLY ON MAILLET STREET FOR 0.15 MILE TO THE END OF
 SF0216'THE PAVEMENT.  CONTINUE AHEAD, SOUTHWEST AND NORTHWEST, ON A
 SF0216'DIRT ROAD FOR 0.15 MILE TO THE REAR OF A BASEBALL FIELD.  TURN
 SF0216'LEFT AND GO SOUTHERLY ON A TRACK ROAD FOR 0.05 MILE TO A
 SF0216'RAILROAD TRACK.  CROSS THE RAILROAD, THENCE TURN LEFT AND GO
 SF0216'SOUTHEAST, SOUTHWEST, AND NORTHWEST, AROUND A SMALL POND, FOR
 SF0216'0.15 MILE TO THE SOUTHWEST SIDE OF THE POND AND THE REFERENCE
 SF0216'MONUMENT.
 SF0216'
 SF0216'THE REFERENCE MONUMENT, STAMPED C-50-75 1975, IS A BRONZE,
 SF0216'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL,
 SF0216'CONCRETE POST THAT IS 18 INCHES IN DIAMETER AND PROJECTS 4
 SF0216'INCHES.  IT IS 10 FEET NORTHEAST OF THE RIVER BANK AND 5.6 FEET
 SF0216'NORTH OF A STEEL, WITNESS POST WITH METAL SIGN ATTACHED.
 SF0216'
 SF0216'REFERENCE MARK 1, STAMPED C-50-75 1 1975, IS A BRONZE,
 SF0216'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0216'POST THAT IS 12 INCHES IN DIAMETER, PROJECTS 2 INCHES, AND IS
 SF0216'AT ABOUT THE SAME ELEVATION AS THE REFERENCE MONUMENT.  IT IS
 SF0216'41.6 FEET SOUTHEAST OF THE WITNESS POST AND 38 FEET NORTHEAST
 SF0216'OF THE RIVER BANK.
 SF0216'
 SF0216'REFERENCE MARK 2, STAMPED C-50-75 2 1975, IS A BRONZE,
 SF0216'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0216'POST THAT IS 12 INCHES IN DIAMETER, PROJECTS 2 INCHES, AND IS
 SF0216'ABOUT 2 FEET LOWER THAN THE REFERENCE MONUMENT.  IT IS 46.6
 SF0216'FEET SOUTH OF THE WITNESS POST AND 9 FEET NORTHEAST OF THE
 SF0216'RIVER BANK.
 SF0216'
 SF0216'REFERENCE MONUMENT C-50-51 IS AN 0.8-FOOT SQUARE, CONCRETE
 SF0216'SPIKE, PYRAMID-SHAPED ON TOP, THAT PROJECTS 18 INCHES ABOVE A
 SF0216'3-FOOT SQUARE, CONCRETE BASE THAT PROJECTS 6 INCHES ON THE
 SF0216'NORTHEAST SIDE.  CANADA, NO. 50, AND 1909 IS CAST IN THE
 SF0216'CONCRETE BASE.  IT IS 7.8 FEET SOUTHWEST OF A STEEL, WITNESS
 SF0216'POST WITH METAL SIGN ATTACHED.
 SF0216'
 SF0216'IT IS 28.77 FEET OR 8.766 METERS BETWEEN THE REFERENCE MARKS.
 SF0216'
 SF0216'NOTE--THE REFERENCE MARKS WERE LOCATED WITH SUCH CHECKS AND
 SF0216'ACCURACY THAT THEY MAY BE USED IN LIEU OF LOST REFERENCE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0221 ***********************************************************************
 SF0221  DESIGNATION -  REFERENCE MON C 50A
 SF0221  PID         -  SF0221
 SF0221  STATE/COUNTY-  ME/AROOSTOOK
 SF0221  USGS QUAD   -  GRAND ISLE (1986)
 SF0221
 SF0221                         *CURRENT SURVEY CONTROL
 SF0221  ___________________________________________________________________
 SF0221* NAD 83(1996)-  47 21 32.30517(N)    068 13 42.98866(W)     ADJUSTED  
 SF0221* NAVD 88     -       193.6    (meters)     635.     (feet)  VERTCON   
 SF0221  ___________________________________________________________________
 SF0221  LAPLACE CORR-           5.82  (seconds)                    DEFLEC99
 SF0221  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 SF0221
 SF0221  HORZ ORDER  -  SECOND
 SF0221
 SF0221.The horizontal coordinates were established by classical geodetic methods
 SF0221.and adjusted by the National Geodetic Survey in March 1998..
 SF0221
 SF0221.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0221.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0221
 SF0221.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0221
 SF0221.The geoid height was determined by GEOID03.
 SF0221
 SF0221;                    North         East     Units Scale Factor Converg.
 SF0221;SPC ME E     -   410,364.307   320,500.282   MT  0.99990516   +0 11 58.7
 SF0221;UTM  19      - 5,245,345.270   558,251.435   MT  0.99964170   +0 34 02.9
 SF0221
 SF0221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0221!SPC ME E     -   0.99997338  x   0.99990516  =   0.99987854
 SF0221!UTM  19      -   0.99997338  x   0.99964170  =   0.99961509
 SF0221
 SF0221|---------------------------------------------------------------------|
 SF0221| PID    Reference Object                     Distance      Geod. Az  |
 SF0221|                                                           dddmmss.s |
 SF0221| DA4870 REFERENCE MON C 50A RM 1             11.223 METERS 09857     |
 SF0221| SF0217 BASILE                              APPROX. 0.8 KM 1080120.3 |
 SF0221| DA4871 REFERENCE MON C 50A RM 2             11.248 METERS 13645     |
 SF0221|---------------------------------------------------------------------|
 SF0221
 SF0221                          SUPERSEDED SURVEY CONTROL
 SF0221
 SF0221  NAD 83(1992)-  47 21 32.30055(N)    068 13 42.98594(W) AD(       ) 2
 SF0221  NAD 83(1986)-  47 21 32.30478(N)    068 13 42.97696(W) AD(       ) 2
 SF0221  NAD 27      -  47 21 32.15961(N)    068 13 44.83195(W) AD(       ) 2
 SF0221  NGVD 29 (07/19/86)  193.7    (m)          635.     (f) VERT ANG       
 SF0221
 SF0221.Superseded values are not recommended for survey control.
 SF0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0221.See file dsdata.txt to determine how the superseded data were derived.
 SF0221
 SF0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN5825145345(NAD 83)
 SF0221_MARKER: Z = SEE DESCRIPTION
 SF0221_SETTING: 0 = UNSPECIFIED SETTING
 SF0221
 SF0221  HISTORY     - Date     Condition        Report By
 SF0221  HISTORY     - 1975     MONUMENTED       IBC
 SF0221
 SF0221                          STATION DESCRIPTION
 SF0221
 SF0221'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1975 (CRM)
 SF0221'THE REFERENCE MONUMENT IS LOCATED IN THE NORTHEAST PART OF
 SF0221'ST. BASILE, NEW BRUNSWICK, ATOP A CUT BANK ON HIGHWAY
 SF0221'RIGHT-OF-WAY, AND ABOUT 100 FEET SOUTH OF AND 25 FEET HIGHER
 SF0221'THAN THE HIGHWAY.
 SF0221'
 SF0221'TO REACH FROM THE INTERSECTION OF RUE PRINCIPALE AND RUE EGLISE
 SF0221'IN ST. BASILE, GO NORTHWESTERLY ON RUE PRINCIPALE FOR 1.2 MILES
 SF0221'TO A SIDE STREET RIGHT.  TURN RIGHT AND GO NORTHERLY ON
 SF0221'FOURNIER STREET FOR 0.2 MILE TO TRANS CANADA HIGHWAY NO. 2.  TURN
 SF0221'RIGHT AND GO SOUTHEAST AND EAST ON TRANS CANADA HIGHWAY NO. 2
 SF0221'FOR 1.2 MILES TO THE REFERENCE MONUMENT ON THE RIGHT, SOUTH,
 SF0221'SIDE OF THE HIGHWAY.
 SF0221'
 SF0221'THE REFERENCE MONUMENT, STAMPED C-50A-75 1975, IS A BRONZE,
 SF0221'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL,
 SF0221'CONCRETE POST THAT IS 18 INCHES IN DIAMETER AND PROJECTS 4
 SF0221'INCHES.  IT IS 85 FEET EAST OF THE HIGHEST POINT OF THE CUT BANK
 SF0221'AND 7 FEET SOUTH OF THE EDGE OF THE BANK.
 SF0221'
 SF0221'REFERENCE MARK 1, STAMPED C-50A-75 1 1975, IS A BRONZE,
 SF0221'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0221'POST THAT IS 12 INCHES IN DIAMETER AND PROJECTS 1 FOOT.  IT
 SF0221'IS 5 FEET SOUTH OF THE EDGE OF THE BANK.
 SF0221'
 SF0221'REFERENCE MARK 2, STAMPED C-50A-75 2 1975, IS A BRONZE,
 SF0221'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0221'POST THAT IS 12 INCHES IN DIAMETER AND PROJECTS 1 FOOT.  IT
 SF0221'IS 29 FEET SOUTH OF THE EDGE OF THE BANK.
 SF0221'
 SF0221'IT IS 23.89 FT. OR 7.281 METERS BETWEEN THE REFERENCE MARKS.
 SF0221'
 SF0221'NOTE--THE REFERENCE MARKS WERE LOCATED WITH SUCH CHECKS AND
 SF0221'ACCURACY THAT THEY MAY BE USED IN LIEU OF LOST REFERENCE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0222 ***********************************************************************
 SF0222  DESIGNATION -  REFERENCE MON C 51
 SF0222  PID         -  SF0222
 SF0222  STATE/COUNTY-  ME/AROOSTOOK
 SF0222  USGS QUAD   -  GRAND ISLE (1986)
 SF0222
 SF0222                         *CURRENT SURVEY CONTROL
 SF0222  ___________________________________________________________________
 SF0222* NAD 83(1996)-  47 21 37.01993(N)    068 14 10.60661(W)     ADJUSTED  
 SF0222* NAVD 88     -       179.7    (meters)     590.     (feet)  VERTCON   
 SF0222  ___________________________________________________________________
 SF0222  LAPLACE CORR-           5.95  (seconds)                    DEFLEC99
 SF0222  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 SF0222
 SF0222  HORZ ORDER  -  SECOND
 SF0222
 SF0222.The horizontal coordinates were established by classical geodetic methods
 SF0222.and adjusted by the National Geodetic Survey in March 1998..
 SF0222
 SF0222.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0222
 SF0222.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0222
 SF0222.The geoid height was determined by GEOID03.
 SF0222
 SF0222;                    North         East     Units Scale Factor Converg.
 SF0222;SPC ME E     -   410,507.907   319,920.292   MT  0.99990488   +0 11 38.4
 SF0222;UTM  19      - 5,245,485.106   557,670.688   MT  0.99964087   +0 33 42.6
 SF0222
 SF0222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0222!SPC ME E     -   0.99997556  x   0.99990488  =   0.99988044
 SF0222!UTM  19      -   0.99997556  x   0.99964087  =   0.99961644
 SF0222
 SF0222|---------------------------------------------------------------------|
 SF0222| PID    Reference Object                     Distance      Geod. Az  |
 SF0222|                                                           dddmmss.s |
 SF0222| DA4872 REFERENCE MON C 51 RM 1               7.628 METERS 07900     |
 SF0222| SF0221 REFERENCE MON C 50A                 APPROX. 0.6 KM 1040600.6 |
 SF0222| SF0219 ST B CATH CH W SP IBC 1973          APPROX. 0.5 KM 1333717.1 |
 SF0222| SF0220 ST BASILE HOSP SP IBC 1951          265.208 METERS 15815     |
 SF0222| DA4873 REFERENCE MON C 51 RM 2               9.539 METERS 30918     |
 SF0222|---------------------------------------------------------------------|
 SF0222
 SF0222                          SUPERSEDED SURVEY CONTROL
 SF0222
 SF0222  NAD 83(1992)-  47 21 37.01530(N)    068 14 10.60385(W) AD(       ) 2
 SF0222  NAD 83(1986)-  47 21 37.01962(N)    068 14 10.59485(W) AD(       ) 2
 SF0222  NAD 27      -  47 21 36.87464(N)    068 14 12.44866(W) AD(       ) 2
 SF0222  NGVD 29 (07/19/86)  179.8    (m)          590.     (f) VERT ANG       
 SF0222
 SF0222.Superseded values are not recommended for survey control.
 SF0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0222.See file dsdata.txt to determine how the superseded data were derived.
 SF0222
 SF0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN5767145485(NAD 83)
 SF0222_MARKER: Z = SEE DESCRIPTION
 SF0222_SETTING: 0 = UNSPECIFIED SETTING
 SF0222
 SF0222  HISTORY     - Date     Condition        Report By
 SF0222  HISTORY     - 1975     MONUMENTED       IBC
 SF0222
 SF0222                          STATION DESCRIPTION
 SF0222
 SF0222'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1975 (CRM)
 SF0222'THE REFERENCE MONUMENT IS LOCATED IN THE NORTHWEST PART OF
 SF0222'ST. BASILE, NEW BRUNSWICK, ATOP A LOW, CUT BANK ON HIGHWAY
 SF0222'RIGHT-OF-WAY, AND ABOUT 75 NORTH OF AND 15 FEET HIGHER THAN
 SF0222'THE HIGHWAY.
 SF0222'
 SF0222'TO REACH FROM THE INTERSECTION OF RUE PRINCIPALE AND RUE EGLISE
 SF0222'IN ST. BASILE, GO NORTHWESTERLY ON RUE PRINCIPALE FOR 1.2 MILES
 SF0222'TO A SIDE STREET RIGHT.  TURN RIGHT AND GO NORTHERLY ON
 SF0222'FOURNIER STREET FOR 0.2 MILE TO TRANS CANADA HIGHWAY NO. 2.  TURN
 SF0222'RIGHT AND GO EAST ON TRANS CANADA HIGHWAY NO. 2 FOR
 SF0222'0.8 MILE TO THE REFERENCE MONUMENT ON THE LEFT, NORTH, SIDE
 SF0222'OF THE HIGHWAY.
 SF0222'
 SF0222'THE REFERENCE MONUMENT, STAMPED C-51-75 1975, IS A BRONZE,
 SF0222'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL,
 SF0222'CONCRETE POST THAT IS 18 INCHES IN DIAMETER AND FLUSH WITH THE
 SF0222'GROUND.  IT IS 19 FEET SOUTH OF A WIRE FENCE AND 18.0 FEET
 SF0222'SOUTH-SOUTHEAST OF A STEEL, WITNESS POST WITH METAL SIGN
 SF0222'ATTACHED.
 SF0222'
 SF0222'REFERENCE MARK 1, STAMPED C-51-75 1 1975, IS A BRONZE,
 SF0222'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0222'POST THAT IS 12 INCHES IN DIAMETER AND PROJECTS 18 INCHES.  IT
 SF0222'IS ABOUT 3 FEET HIGHER THAN THE REFERENCE MONUMENT, 29.1 FEET
 SF0222'EAST OF THE WITNESS POST, AND 8 FEET SOUTH OF THE WIRE FENCE.
 SF0222'
 SF0222'REFERENCE MARK 2, STAMPED C-51-75 2 1975, IS A BRONZE,
 SF0222'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0222'POST THAT IS 12 INCHES IN DIAMETER AND PROJECTS 3 INCHES.  IT
 SF0222'IS ABOUT 2 FEET HIGHER THAN THE REFERENCE MONUMENT, 22.9 FEET
 SF0222'WEST OF THE WITNESS POST, AND 6 FEET SOUTH OF THE WIRE FENCE.
 SF0222'
 SF0222'IT IS 51.06 FEET OR 15.563 METERS BETWEEN THE REFERENCE MARKS.
 SF0222'
 SF0222'NOTE--THE REFERENCE MARKS WERE LOCATED WITH SUCH CHECKS AND
 SF0222'ACCURACY THAT THEY MAY BE USED IN LIEU OF LOST REFERENCE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0284 ***********************************************************************
 SF0284  DESIGNATION -  REFERENCE MON C 52
 SF0284  PID         -  SF0284
 SF0284  STATE/COUNTY-  ME/AROOSTOOK
 SF0284  USGS QUAD   -  MADAWASKA (1986)
 SF0284
 SF0284                         *CURRENT SURVEY CONTROL
 SF0284  ___________________________________________________________________
 SF0284* NAD 83(1996)-  47 21 31.74413(N)    068 15 24.44354(W)     ADJUSTED  
 SF0284* NAVD 88     -       148.4    (meters)     487.     (feet)  VERTCON   
 SF0284  ___________________________________________________________________
 SF0284  LAPLACE CORR-           6.06  (seconds)                    DEFLEC99
 SF0284  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 SF0284
 SF0284  HORZ ORDER  -  SECOND
 SF0284
 SF0284.The horizontal coordinates were established by classical geodetic methods
 SF0284.and adjusted by the National Geodetic Survey in March 1998..
 SF0284
 SF0284.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0284.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0284
 SF0284.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0284
 SF0284.The geoid height was determined by GEOID03.
 SF0284
 SF0284;                    North         East     Units Scale Factor Converg.
 SF0284;SPC ME E     -   410,339.950   318,371.545   MT  0.99990415   +0 10 44.1
 SF0284;UTM  19      - 5,245,307.258   556,123.462   MT  0.99963871   +0 32 48.2
 SF0284
 SF0284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0284!SPC ME E     -   0.99998047  x   0.99990415  =   0.99988462
 SF0284!UTM  19      -   0.99998047  x   0.99963871  =   0.99961919
 SF0284
 SF0284|---------------------------------------------------------------------|
 SF0284| PID    Reference Object                     Distance      Geod. Az  |
 SF0284|                                                           dddmmss.s |
 SF0284| DA4874 REFERENCE MON C 52 RM 1               7.867 METERS 16151     |
 SF0284| SF0268 ST DAVID CH CROSS IBC 1957          APPROX. 1.9 KM 2353043.8 |
 SF0284| SF0283 C52 IBC 1909 A PT 1975                7.040 METERS 24842     |
 SF0284| DA4875 REFERENCE MON C 52 RM 2               8.133 METERS 24909     |
 SF0284| SF0293 IQ RA ST CJEM NNE MST IBC 1973      APPROX. 2.3 KM 2832607.3 |
 SF0284|---------------------------------------------------------------------|
 SF0284
 SF0284                          SUPERSEDED SURVEY CONTROL
 SF0284
 SF0284  NAD 83(1992)-  47 21 31.73949(N)    068 15 24.44067(W) AD(       ) 2
 SF0284  NAD 83(1986)-  47 21 31.74407(N)    068 15 24.43174(W) AD(       ) 2
 SF0284  NAD 27      -  47 21 31.59955(N)    068 15 26.28324(W) AD(       ) 2
 SF0284  NGVD 29 (07/19/86)  148.5    (m)          487.     (f) VERT ANG       
 SF0284
 SF0284.Superseded values are not recommended for survey control.
 SF0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0284.See file dsdata.txt to determine how the superseded data were derived.
 SF0284
 SF0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN5612345307(NAD 83)
 SF0284
 SF0284  HISTORY     - Date     Condition        Report By
 SF0284  HISTORY     - 1909     MONUMENTED       IBC
 SF0284  HISTORY     - 1975     SEE DESCRIPTION  NGS
 SF0284
 SF0284                          STATION DESCRIPTION
 SF0284
 SF0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CRM)
 SF0284'THE REFERENCE MONUMENT WAS RECOVERED IN GOOD CONDITION.  TWO
 SF0284'REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.  A NEW
 SF0284'DESCRIPTION FOLLOWS.
 SF0284'
 SF0284'THE REFERENCE MONUMENT IS LOCATED ABOUT 1-1/4 MILES WEST OF
 SF0284'ST. BASILE, NEW BRUNSWICK, 1 MILE SOUTHEAST OF IROQUIS, NEW
 SF0284'BRUNSWICK, AND ATOP A CUT BANK ON RAILROAD RIGHT-OF-WAY.
 SF0284'
 SF0284'TO REACH FROM THE INTERSECTION OF RUE PRINCIPALE AND RUE
 SF0284'EGLISE IN ST. BASILE, GO NORTHWESTERLY ON RUE PRINCIPALE FOR
 SF0284'1.2 MILES TO A SIDE STREET LEFT.  TURN LEFT AND GO
 SF0284'SOUTH-SOUTHWEST ON SEATEUR STREET FOR 0.05 MILE TO THE END OF
 SF0284'THE STREET IN FRONT OF A ONE STORY, WHITE BRICK HOUSE, (THE
 SF0284'RESIDENCE OF MR. P. THERRIEN), AND THE END OF TRUCK TRAVEL.  THE
 SF0284'REFERENCE MONUMENT IS ABOUT 100 YARDS SOUTH OF THIS POINT,
 SF0284'BEHIND THE HOME OF MR. THERRIEN.
 SF0284'
 SF0284'THE REFERENCE MONUMENT IS AN 11-INCH SQUARE, CONCRETE BLOCK
 SF0284'WITH A CHISELED CROSS ON TOP THAT PROJECTS 14 INCHES ABOVE A
 SF0284'3-FOOT SQUARE, CONCRETE BASE.  THE BASE PROJECTS 10 INCHES ON
 SF0284'THE SOUTH SIDE AND IS FLUSH ON THE NORTH SIDE.  C-52-1951 IS
 SF0284'CAST IN THE BASE.  IT IS 30 FEET NORTH-NORTHEAST OF THE CUT
 SF0284'BANK AND 4.8 FEET NORTH-NORTHEAST OF A STEEL WITNESS POST
 SF0284'WITH METAL SIGN ATTACHED.
 SF0284'
 SF0284'REFERENCE MARK 1, STAMPED C-52 1 1975, IS A BRONZE, REFERENCE
 SF0284'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST
 SF0284'THAT IS 12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT
 SF0284'IS 11 FEET NORTHEAST OF THE CUT BANK AND 22.6 FEET
 SF0284'WEST-SOUTHWEST OF THE WITNESS POST.
 SF0284'
 SF0284'REFERENCE MARK 2, STAMPED C-52 2 1975, IS A BRONZE, REFERENCE
 SF0284'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT
 SF0284'IS 12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 23.5
 SF0284'FEET SOUTH-SOUTHEAST OF THE WITNESS POST AND 10 FEET
 SF0284'NORTH-NORTHEAST OF THE CUT BANK.
 SF0284'
 SF0284'IT IS 36-23 FEET OR 11.042 METERS BETWEEN THE REFERENCE MARKS.
 SF0284'
 SF0284'NOTE--THE REFERENCE MARKS WERE LOCATED WITH SUCH CHECKS AND
 SF0284'ACCURACY THAT THEY MAY BE USED IN LIEU OF LOST REFERENCE
 SF0284'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0295 ***********************************************************************
 SF0295  DESIGNATION -  REFERENCE MON C 52A
 SF0295  PID         -  SF0295
 SF0295  STATE/COUNTY-  ME/AROOSTOOK
 SF0295  USGS QUAD   -  MADAWASKA (1986)
 SF0295
 SF0295                         *CURRENT SURVEY CONTROL
 SF0295  ___________________________________________________________________
 SF0295* NAD 83(1996)-  47 21 55.93479(N)    068 15 51.60641(W)     ADJUSTED  
 SF0295* NAVD 88     -       179.8    (meters)     590.     (feet)  VERTCON   
 SF0295  ___________________________________________________________________
 SF0295  LAPLACE CORR-           6.51  (seconds)                    DEFLEC99
 SF0295  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 SF0295
 SF0295  HORZ ORDER  -  SECOND
 SF0295
 SF0295.The horizontal coordinates were established by classical geodetic methods
 SF0295.and adjusted by the National Geodetic Survey in March 1998..
 SF0295
 SF0295.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0295.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0295
 SF0295.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0295
 SF0295.The geoid height was determined by GEOID03.
 SF0295
 SF0295;                    North         East     Units Scale Factor Converg.
 SF0295;SPC ME E     -   411,085.197   317,799.335   MT  0.99990389   +0 10 24.2
 SF0295;UTM  19      - 5,246,048.619   555,546.632   MT  0.99963792   +0 32 28.4
 SF0295
 SF0295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0295!SPC ME E     -   0.99997555  x   0.99990389  =   0.99987944
 SF0295!UTM  19      -   0.99997555  x   0.99963792  =   0.99961348
 SF0295
 SF0295|---------------------------------------------------------------------|
 SF0295| PID    Reference Object                     Distance      Geod. Az  |
 SF0295|                                                           dddmmss.s |
 SF0295| SF0294 5246 NB SURVEYS 1969 IBC 1973        11.489 METERS 10524     |
 SF0295| SF0220 ST BASILE HOSP SP IBC 1951          APPROX. 2.4 KM 1103109.9 |
 SF0295| SF0262 MADAWASKA CAB TV MAST IBC 1973      APPROX. 7.5 KM 2374816.8 |
 SF0295| SF0291 IQ RA ST CJEM SSW MST IBC 1973      APPROX. 1.8 KM 2594101.0 |
 SF0295| SF0293 IQ RA ST CJEM NNE MST IBC 1973      APPROX. 1.7 KM 2624837.9 |
 SF0295| DA4876 REFERENCE MON C 52A RM 1             11.727 METERS 28433     |
 SF0295| SF0257 EDMUN TV ST CJBR MAST IBC 1973      APPROX. 4.7 KM 3034953.8 |
 SF0295|---------------------------------------------------------------------|
 SF0295
 SF0295                          SUPERSEDED SURVEY CONTROL
 SF0295
 SF0295  NAD 83(1992)-  47 21 55.93011(N)    068 15 51.60353(W) AD(       ) 2
 SF0295  NAD 83(1986)-  47 21 55.93481(N)    068 15 51.59453(W) AD(       ) 2
 SF0295  NAD 27      -  47 21 55.79004(N)    068 15 53.44499(W) AD(       ) 2
 SF0295  NGVD 29 (07/19/86)  179.9    (m)          590.     (f) VERT ANG       
 SF0295
 SF0295.Superseded values are not recommended for survey control.
 SF0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0295.See file dsdata.txt to determine how the superseded data were derived.
 SF0295
 SF0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN5554746049(NAD 83)
 SF0295
 SF0295  HISTORY     - Date     Condition        Report By
 SF0295  HISTORY     - 1973     MONUMENTED       IBC
 SF0295  HISTORY     - 1975     GOOD             NGS
 SF0295
 SF0295                          STATION DESCRIPTION
 SF0295
 SF0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CRM)
 SF0295'THE REFERENCE MONUMENT, 5246 (NB SURVEYS), AND REFERENCE MARK 1
 SF0295'WERE RECOVERED AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0287 ***********************************************************************
 SF0287  DESIGNATION -  REFERENCE MON C 53
 SF0287  PID         -  SF0287
 SF0287  STATE/COUNTY-  ME/AROOSTOOK
 SF0287  USGS QUAD   -  MADAWASKA (1986)
 SF0287
 SF0287                         *CURRENT SURVEY CONTROL
 SF0287  ___________________________________________________________________
 SF0287* NAD 83(1996)-  47 21 38.25926(N)    068 16 47.19064(W)     ADJUSTED  
 SF0287* NAVD 88     -       141.5    (meters)     464.     (feet)  VERTCON   
 SF0287  ___________________________________________________________________
 SF0287  LAPLACE CORR-           6.00  (seconds)                    DEFLEC99
 SF0287  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 SF0287
 SF0287  HORZ ORDER  -  SECOND
 SF0287
 SF0287.The horizontal coordinates were established by classical geodetic methods
 SF0287.and adjusted by the National Geodetic Survey in March 1998..
 SF0287
 SF0287.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0287
 SF0287.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0287
 SF0287.The geoid height was determined by GEOID03.
 SF0287
 SF0287;                    North         East     Units Scale Factor Converg.
 SF0287;SPC ME E     -   410,535.970   316,634.719   MT  0.99990340   +0 09 43.2
 SF0287;UTM  19      - 5,245,492.074   554,385.876   MT  0.99963635   +0 31 47.4
 SF0287
 SF0287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0287!SPC ME E     -   0.99998156  x   0.99990340  =   0.99988496
 SF0287!UTM  19      -   0.99998156  x   0.99963635  =   0.99961791
 SF0287
 SF0287|---------------------------------------------------------------------|
 SF0287| PID    Reference Object                     Distance      Geod. Az  |
 SF0287|                                                           dddmmss.s |
 SF0287| DA4877 REFERENCE MON C 53 RM 1              11.226 METERS 11756     |
 SF0287| SF0268 ST DAVID CH CROSS IBC 1957          APPROX. 1.3 KM 1722305.8 |
 SF0287| DA4878 REFERENCE MON C 53 RM 2               6.372 METERS 25235     |
 SF0287| SF0279 MWSKA CATH CH SP IBC 1951           APPROX. 3.7 KM 2593100.5 |
 SF0287|---------------------------------------------------------------------|
 SF0287
 SF0287                          SUPERSEDED SURVEY CONTROL
 SF0287
 SF0287  NAD 83(1992)-  47 21 38.25459(N)    068 16 47.18766(W) AD(       ) 2
 SF0287  NAD 83(1986)-  47 21 38.25945(N)    068 16 47.17884(W) AD(       ) 2
 SF0287  NAD 27      -  47 21 38.11500(N)    068 16 49.02738(W) AD(       ) 2
 SF0287  NGVD 29 (07/19/86)  141.6    (m)          465.     (f) VERT ANG       
 SF0287
 SF0287.Superseded values are not recommended for survey control.
 SF0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0287.See file dsdata.txt to determine how the superseded data were derived.
 SF0287
 SF0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN5438645492(NAD 83)
 SF0287
 SF0287  HISTORY     - Date     Condition        Report By
 SF0287  HISTORY     - 1909     MONUMENTED       IBC
 SF0287  HISTORY     - 1975     SEE DESCRIPTION  NGS
 SF0287
 SF0287                          STATION DESCRIPTION
 SF0287
 SF0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CRM)
 SF0287'THE REFERENCE MONUMENT WAS RECOVERED IN GOOD CONDITION.  TWO
 SF0287'REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.  A NEW
 SF0287'DESCRIPTION FOLLOWS.
 SF0287'
 SF0287'THE REFERENCE MONUMENT IS LOCATED IN THE SOUTH PART OF IROQUIS,
 SF0287'NEW BRUNSWICK, ABOUT 200 YARDS WEST OF THE IROQUIS RIVER, AT
 SF0287'THE SOUTH EDGE OF A FIELD, ABOUT 40 FEET NORTH OF THE ST. JOHN
 SF0287'RIVER, AND ON PROPERTY OWNED BY MR. RAOUL LEE.
 SF0287'
 SF0287'TO REACH THE REFERENCE MONUMENT FROM THE BRIDGE OVER THE
 SF0287'IROQUIS RIVER IN IROQUIS, GO SOUTHWESTERLY ON RUE PRINCIPALE
 SF0287'(PROVINCIAL ROUTE 14) FOR 0.45 MILE TO A SIDE ROAD LEFT.  BEAR
 SF0287'LEFT AND GO SOUTHWEST ON A GRAVELED DRIVE FOR 0.15 MILE, THENCE
 SF0287'TURN LEFT AND GO SOUTHEAST AND SOUTH ON A GRAVEL AND DIRT ROAD,
 SF0287'PASSING ON THE EAST SIDE OF A RACE TRACK, FOR 0.35 MILE TO A
 SF0287'RAILROAD TRACK.  CROSS THE RAILROAD TRACK AND GO SOUTHWEST,
 SF0287'ACROSS A FIELD, FOR ABOUT 100 YARDS TO THE RIVER BANK AND THE
 SF0287'REFERENCE MONUMENT.
 SF0287'
 SF0287'THE REFERENCE MONUMENT IS AN 0.8-FOOT SQUARE, CONCRETE POST,
 SF0287'WITH A 3/8-INCH DRILL HOLE IN THE TOP, THAT PROJECTS 6 INCHES
 SF0287'ABOVE A 3-FOOT SQUARE, CONCRETE BASE.  THE CONCRETE BASE PROJECTS
 SF0287'ABOUT 1-1/2 FEET.  CANADA, NO 53, AND 1909 IS CAST IN THE
 SF0287'CONCRETE BASE.  IT IS 5.0 FEET WEST OF A STEEL, WITNESS POST
 SF0287'WITH METAL SIGN ATTACHED.
 SF0287'
 SF0287'REFERENCE MARK 1, STAMPED C-53 1 1975, IS A BRONZE, REFERENCE
 SF0287'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT
 SF0287'IS 12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS
 SF0287'31.9 FEET EAST-SOUTHEAST OF THE WITNESS POST.
 SF0287'
 SF0287'REFERENCE MARK 2, STAMPED C-53 2 1975, IS A BRONZE, REFERENCE
 SF0287'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT
 SF0287'IS 12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 25.1
 SF0287'FEET SOUTHWEST OF THE WITNESS POST.
 SF0287'
 SF0287'IT IS 53.63 FEET OR 16.345 METERS BETWEEN THE REFERENCE MARKS.
 SF0287'
 SF0287'NOTE--THE REFERENCE MARKS WERE LOCATED WITH SUCH CHECKS AND
 SF0287'ACCURACY THAT THEY MAY BE USED IN LIEU OF LOST REFERENCE
 SF0287'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0305 ***********************************************************************
 SF0305  DESIGNATION -  REFERENCE MON C 54A
 SF0305  PID         -  SF0305
 SF0305  STATE/COUNTY-  ME/AROOSTOOK
 SF0305  USGS QUAD   -  MADAWASKA (1986)
 SF0305
 SF0305                         *CURRENT SURVEY CONTROL
 SF0305  ___________________________________________________________________
 SF0305* NAD 83(1996)-  47 21 33.02294(N)    068 18 03.25623(W)     ADJUSTED  
 SF0305* NAVD 88     -       154.6    (meters)     507.     (feet)  VERTCON   
 SF0305  ___________________________________________________________________
 SF0305  LAPLACE CORR-           5.66  (seconds)                    DEFLEC99
 SF0305  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 SF0305
 SF0305  HORZ ORDER  -  SECOND
 SF0305
 SF0305.The horizontal coordinates were established by classical geodetic methods
 SF0305.and adjusted by the National Geodetic Survey in March 1998..
 SF0305
 SF0305.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0305
 SF0305.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0305
 SF0305.The geoid height was determined by GEOID03.
 SF0305
 SF0305;                    North         East     Units Scale Factor Converg.
 SF0305;SPC ME E     -   410,369.978   315,039.125   MT  0.99990278   +0 08 47.2
 SF0305;UTM  19      - 5,245,315.890   552,791.807   MT  0.99963425   +0 30 51.4
 SF0305
 SF0305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0305!SPC ME E     -   0.99997951  x   0.99990278  =   0.99988229
 SF0305!UTM  19      -   0.99997951  x   0.99963425  =   0.99961377
 SF0305
 SF0305|---------------------------------------------------------------------|
 SF0305| PID    Reference Object                     Distance      Geod. Az  |
 SF0305|                                                           dddmmss.s |
 SF0305| DA5268 REFERENCE MON C 54A RM 1              5.077 METERS 00402     |
 SF0305| DA5269 REFERENCE MON C 54A RM 2              7.641 METERS 06550     |
 SF0305| SF0304 138A IBC 1975 RM 1 1975             150.036 METERS 20422     |
 SF0305| SF0303 REFERENCE MON 138A                  154.541 METERS 20559     |
 SF0305| SF0279 MWSKA CATH CH SP IBC 1951           APPROX. 2.1 KM 2555330.7 |
 SF0305| SF0281 MWSKA FRASER WT TK IBC 1973         APPROX. 2.0 KM 2611444.8 |
 SF0305| SF0306 REF MON C54 IBC                       3.011 METERS 29832     |
 SF0305|---------------------------------------------------------------------|
 SF0305
 SF0305                          SUPERSEDED SURVEY CONTROL
 SF0305
 SF0305  NAD 83(1992)-  47 21 33.01826(N)    068 18 03.25314(W) AD(       ) 2
 SF0305  NAD 83(1986)-  47 21 33.02335(N)    068 18 03.24447(W) AD(       ) 2
 SF0305  NAD 27      -  47 21 32.87937(N)    068 18 05.08998(W) AD(       ) 2
 SF0305  NGVD 29 (07/19/86)  154.7    (m)          508.     (f) VERT ANG       
 SF0305
 SF0305.Superseded values are not recommended for survey control.
 SF0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0305.See file dsdata.txt to determine how the superseded data were derived.
 SF0305
 SF0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN5279245316(NAD 83)
 SF0305_MARKER: Z = SEE DESCRIPTION
 SF0305_SETTING: 0 = UNSPECIFIED SETTING
 SF0305
 SF0305  HISTORY     - Date     Condition        Report By
 SF0305  HISTORY     - 1975     MONUMENTED       IBC
 SF0305
 SF0305                          STATION DESCRIPTION
 SF0305
 SF0305'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1975 (CRM)
 SF0305'THE REFERENCE MONUMENT IS LOCATED ABOUT 1 MILE EAST OF
 SF0305'EDMUNDSTON, NEW BRUNSWICK, ON RAILROAD RIGHT-OF-WAY, ON A
 SF0305'BLUFF ABOUT 30 FEET HIGHER THAN THE RAILROAD, AND AT A POINT
 SF0305'WHERE TWO POWER LINES CROSS THE ST. JOHN RIVER.
 SF0305'
 SF0305'TO REACH FROM THE CANADIAN CUSTOMS OFFICE AT THE INTERNATIONAL
 SF0305'BRIDGE IN EDMUNDSTON, GO NORTH FOR 0.05 MILE TO A
 SF0305'T-INTERSECTION.  TURN RIGHT AND GO EASTERLY ON PROVINCIAL ROUTE
 SF0305'14 FOR 0.75 MILE TO A RAILROAD CROSSING.  CONTINUE EASTERLY
 SF0305'ON PROVINCIAL ROUTE 14 FOR 0.7 MILE TO A TRACK ROAD ON THE
 SF0305'RIGHT.  TURN RIGHT AND GO SOUTH-SOUTHWEST ON THE TRACK ROAD FOR
 SF0305'0.1 MILE TO A Y-FORK.  TAKE THE RIGHT FORK AND GO WEST AND
 SF0305'SOUTHWEST ON A TRACK ROAD, FOLLOWING A POWER LINE, FOR 0.25 MILE
 SF0305'TO THE END OF TRUCK TRAVEL.  PACK SOUTHERLY FOR ABOUT 150
 SF0305'YARDS TO A BLUFF AND THE REFERENCE MONUMENT.
 SF0305'
 SF0305'THE REFERENCE MONUMENT, STAMPED C-54A-75 1975, IS A BRONZE,
 SF0305'REFERENCE MONUMENT DISK CEMENTED IN A DRILL HOLE IN BEDROCK.  IT
 SF0305'IS 2.25 FEET SOUTHEAST OF A TWISTED PIECE OF RE-BAR THAT HAS
 SF0305'BEEN CEMENTED IN A DRILL HOLE IN THE BEDROCK.
 SF0305'
 SF0305'REFERENCE MARK 1, STAMPED C-54A-75 1 1975, IS A BRONZE,
 SF0305'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT
 SF0305'IS ABOUT 3 FEET HIGHER THAN THE REFERENCE MONUMENT.
 SF0305'
 SF0305'REFERENCE MARK 2, STAMPED C-54A-75 2 1975, IS A BRONZE,
 SF0305'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT
 SF0305'IS ABOUT 2 FEET HIGHER THAN THE REFERENCE MONUMENT.
 SF0305'
 SF0305'REFERENCE MONUMENT C-54 IS AN 0.8-FOOT SQUARE, CONCRETE POST
 SF0305'THAT PROJECTS 6 INCHES ABOVE A 3-FOOT SQUARE, CONCRETE BASE
 SF0305'THAT PROJECTS 2-1/2 FEET.  A NEW BRUNSWICK SURVEYS DISK HAS
 SF0305'BEEN SET IN THE TOP OF THE POST AND THE DISK IS STAMPED 5364.
 SF0305'
 SF0305'IT IS 22.61 FEET OR 6.889 METERS BETWEEN THE REFERENCE MARKS.
 SF0305'
 SF0305'NOTE--THE REFERENCE MARKS WERE LOCATED WITH SUCH CHECKS AND
 SF0305'ACCURACY THAT THEY MAY BE USED IN LIEU OF LOST REFERENCE
 SF0305'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0289 ***********************************************************************
 SF0289  DESIGNATION -  REFERENCE MON C 55
 SF0289  PID         -  SF0289
 SF0289  STATE/COUNTY-  ME/AROOSTOOK
 SF0289  USGS QUAD   -  MADAWASKA (1986)
 SF0289
 SF0289                         *CURRENT SURVEY CONTROL
 SF0289  ___________________________________________________________________
 SF0289* NAD 83(1996)-  47 21 43.45321(N)    068 18 52.20964(W)     ADJUSTED  
 SF0289* NAVD 88     -       152.2    (meters)     499.     (feet)  VERTCON   
 SF0289  ___________________________________________________________________
 SF0289  LAPLACE CORR-           5.92  (seconds)                    DEFLEC99
 SF0289  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 SF0289
 SF0289  HORZ ORDER  -  SECOND
 SF0289
 SF0289.The horizontal coordinates were established by classical geodetic methods
 SF0289.and adjusted by the National Geodetic Survey in March 1998..
 SF0289
 SF0289.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0289.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0289
 SF0289.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0289
 SF0289.The geoid height was determined by GEOID03.
 SF0289
 SF0289;                    North         East     Units Scale Factor Converg.
 SF0289;SPC ME E     -   410,689.525   314,011.190   MT  0.99990241   +0 08 11.3
 SF0289;UTM  19      - 5,245,628.747   551,762.119   MT  0.99963293   +0 30 15.5
 SF0289
 SF0289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0289!SPC ME E     -   0.99997989  x   0.99990241  =   0.99988230
 SF0289!UTM  19      -   0.99997989  x   0.99963293  =   0.99961283
 SF0289
 SF0289|---------------------------------------------------------------------|
 SF0289| PID    Reference Object                     Distance      Geod. Az  |
 SF0289|                                                           dddmmss.s |
 SF0289| DA5271 REFERENCE MON C 55 RM 2               9.096 METERS 09009     |
 SF0289| SF0268 ST DAVID CH CROSS IBC 1957          APPROX. 3.1 KM 1171237.5 |
 SF0289| SF0279 MWSKA CATH CH SP IBC 1951           APPROX. 1.3 KM 2301500.4 |
 SF0289| SF0309 C55A IBC 1951 RM 1 1975             283.218 METERS 25338     |
 SF0289| SF0310 C55A IBC 1951                       282.588 METERS 25401     |
 SF0289| DA5270 REFERENCE MON C 55 RM 1               9.080 METERS 27840     |
 SF0289|---------------------------------------------------------------------|
 SF0289
 SF0289                          SUPERSEDED SURVEY CONTROL
 SF0289
 SF0289  NAD 83(1992)-  47 21 43.44853(N)    068 18 52.20647(W) AD(       ) 2
 SF0289  NAD 83(1986)-  47 21 43.45377(N)    068 18 52.19782(W) AD(       ) 2
 SF0289  NAD 27      -  47 21 43.31025(N)    068 18 54.04117(W) AD(       ) 2
 SF0289  NGVD 29 (07/19/86)  152.3    (m)          500.     (f) VERT ANG       
 SF0289
 SF0289.Superseded values are not recommended for survey control.
 SF0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0289.See file dsdata.txt to determine how the superseded data were derived.
 SF0289
 SF0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN5176245629(NAD 83)
 SF0289_MARKER: Z = SEE DESCRIPTION
 SF0289_SETTING: 0 = UNSPECIFIED SETTING
 SF0289
 SF0289  HISTORY     - Date     Condition        Report By
 SF0289  HISTORY     - 1975     MONUMENTED       IBC
 SF0289
 SF0289                          STATION DESCRIPTION
 SF0289
 SF0289'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1975 (CRM)
 SF0289'THE REFERENCE MONUMENT IS LOCATED IN THE SOUTHEAST PART OF
 SF0289'EDMUNDSTON, NEW BRUNSWICK, ON HIGHWAY RIGHT-OF-WAY, ABOUT 50
 SF0289'FEET NORTH OF AND 30 FEET HIGHER THAN A RAILROAD, AND ABOUT
 SF0289'MIDWAY BETWEEN TWO TELEGRAPH POLES.
 SF0289'
 SF0289'TO REACH FROM THE CANADIAN CUSTOMS OFFICE AT THE INTERNATIONAL
 SF0289'BRIDGE IN EDMUNDSTON, GO NORTH FOR 0.05 MILE TO A
 SF0289'T-INTERSECTION.  TURN RIGHT AND GO EASTERLY ON PROVINCIAL ROUTE
 SF0289'14 FOR 0.6 MILE TO THE REFERENCE MONUMENT ON THE RIGHT, SOUTH,
 SF0289'SIDE OF THE HIGHWAY.
 SF0289'
 SF0289'THE REFERENCE MONUMENT, STAMPED C-55-75 1975, IS A BRONZE,
 SF0289'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL,
 SF0289'CONCRETE POST THAT IS 18 INCHES IN DIAMETER AND PROJECTS 3
 SF0289'INCHES.  IT IS 45 FEET SOUTH OF THE CENTERLINE OF THE
 SF0289'HIGHWAY, 7.4 FEET WEST-NORTHWEST OF A STEEL, WITNESS POST
 SF0289'WITH METAL SIGN ATTACHED, AND 6 FEET NORTH OF THE EDGE OF A
 SF0289'BANK.
 SF0289'
 SF0289'REFERENCE MARK 1, STAMPED C-55-75 1 1975, IS A BRONZE,
 SF0289'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0289'POST THAT IS 12 INCHES IN DIAMETER AND PROJECTS 4 INCHES.  IT
 SF0289'IS 43 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 36.9 FEET
 SF0289'WEST OF THE WITNESS POST, AND 6 FEET NORTH OF THE EDGE OF THE
 SF0289'BANK.
 SF0289'
 SF0289'REFERENCE MARK 2, STAMPED C-55-75 2 1975, IS A BRONZE,
 SF0289'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0289'POST THAT IS 12 INCHES IN DIAMETER AND FLUSH WITH THE
 SF0289'GROUND.  IT IS 44 FEET SOUTH OF THE CENTERLINE OF THE
 SF0289'HIGHWAY, 23.1 FEET EAST OF THE WITNESS POST, AND 9 FEET NORTH
 SF0289'OF THE EDGE OF THE BLUFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0288 ***********************************************************************
 SF0288  DESIGNATION -  REFERENCE MON C 56
 SF0288  PID         -  SF0288
 SF0288  STATE/COUNTY-  ME/AROOSTOOK
 SF0288  USGS QUAD   -  MADAWASKA (1986)
 SF0288
 SF0288                         *CURRENT SURVEY CONTROL
 SF0288  ___________________________________________________________________
 SF0288* NAD 83(1996)-  47 21 41.51479(N)    068 19 41.12643(W)     ADJUSTED  
 SF0288* NAVD 88     -       154.6    (meters)     507.     (feet)  VERTCON   
 SF0288  ___________________________________________________________________
 SF0288  LAPLACE CORR-           5.58  (seconds)                    DEFLEC99
 SF0288  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 SF0288
 SF0288  HORZ ORDER  -  SECOND
 SF0288
 SF0288.The horizontal coordinates were established by classical geodetic methods
 SF0288.and adjusted by the National Geodetic Survey in March 1998..
 SF0288
 SF0288.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0288
 SF0288.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0288
 SF0288.The geoid height was determined by GEOID03.
 SF0288
 SF0288;                    North         East     Units Scale Factor Converg.
 SF0288;SPC ME E     -   410,627.312   312,984.979   MT  0.99990207   +0 07 35.3
 SF0288;UTM  19      - 5,245,559.966   550,736.605   MT  0.99963163   +0 29 39.5
 SF0288
 SF0288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0288!SPC ME E     -   0.99997952  x   0.99990207  =   0.99988159
 SF0288!UTM  19      -   0.99997952  x   0.99963163  =   0.99961116
 SF0288
 SF0288:                Primary Azimuth Mark                     Grid Az
 SF0288:SPC ME E     -  MWSKA FRASER WT TK IBC 1973              173 29 55.9
 SF0288:UTM  19      -  MWSKA FRASER WT TK IBC 1973              173 07 51.7
 SF0288
 SF0288|---------------------------------------------------------------------|
 SF0288| PID    Reference Object                     Distance      Geod. Az  |
 SF0288|                                                           dddmmss.s |
 SF0288| SF0281 MWSKA FRASER WT TK IBC 1973         APPROX. 0.6 KM 1733731.2 |
 SF0288| SF0279 MWSKA CATH CH SP IBC 1951           APPROX. 0.8 KM 1780328.4 |
 SF0288| SF0267 MWSKA MUN WT TK IBC 1973            APPROX. 1.5 KM 1805630.4 |
 SF0288| DA5272 REFERENCE MON C 56 RM 1               6.721 METERS 26847     |
 SF0288|---------------------------------------------------------------------|
 SF0288
 SF0288                          SUPERSEDED SURVEY CONTROL
 SF0288
 SF0288  NAD 83(1992)-  47 21 41.51011(N)    068 19 41.12317(W) AD(       ) 2
 SF0288  NAD 83(1986)-  47 21 41.51547(N)    068 19 41.11457(W) AD(       ) 2
 SF0288  NAD 27      -  47 21 41.37268(N)    068 19 42.95697(W) AD(       ) 2
 SF0288  NGVD 29 (07/19/86)  154.7    (m)          508.     (f) VERT ANG       
 SF0288
 SF0288.Superseded values are not recommended for survey control.
 SF0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0288.See file dsdata.txt to determine how the superseded data were derived.
 SF0288
 SF0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN5073745560(NAD 83)
 SF0288
 SF0288  HISTORY     - Date     Condition        Report By
 SF0288  HISTORY     - 1951     MONUMENTED       IBC
 SF0288  HISTORY     - 1975     SEE DESCRIPTION  NGS
 SF0288
 SF0288                          STATION DESCRIPTION
 SF0288
 SF0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CRM)
 SF0288'THE REFERENCE MONUMENT WAS RECOVERED AND FOUND IN GOOD
 SF0288'CONDITION.  ONE REFERENCE MARK WAS ESTABLISHED AT THIS TIME.  A
 SF0288'NEW DESCRIPTION FOLLOWS.
 SF0288'
 SF0288'THE REFERENCE MONUMENT IS LOCATED AT THE SOUTHEAST CORNER OF
 SF0288'THE CANADIAN CUSTOMS BUILDING AT THE INTERNATIONAL BRIDGE IN
 SF0288'EDMUNDSTON, NEW BRUNSWICK AND IN THE APPROXIMATE CENTER OF A
 SF0288'4-FOOT SQUARE, CONCRETE SLAB AT THE TOP OF A FLIGHT OF STAIRS
 SF0288'LEADING TO THE BASEMENT OF THE BUILDING.
 SF0288'
 SF0288'THE REFERENCE MONUMENT, STAMPED C 56 1951, IS A BRONZE,
 SF0288'TRIANGULATION STATION DISK CEMENTED IN A DRILL HOLE.  IT IS
 SF0288'3 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE BUILDING.
 SF0288'
 SF0288'REFERENCE MARK 1, STAMPED C-56-51 1 1975, IS A BRONZE,
 SF0288'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN A CONCRETE WALK
 SF0288'ON THE SOUTH SIDE OF THE BUILDING.  IT IS 3 FEET SOUTH OF THE
 SF0288'SOUTH SIDE OF THE BUILDING AND 2 FEET EAST OF THE EAST END OF
 SF0288'THE CONCRETE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0311 ***********************************************************************
 SF0311  DESIGNATION -  REFERENCE MON C 56A
 SF0311  PID         -  SF0311
 SF0311  STATE/COUNTY-  ME/AROOSTOOK
 SF0311  USGS QUAD   -  MADAWASKA (1986)
 SF0311
 SF0311                         *CURRENT SURVEY CONTROL
 SF0311  ___________________________________________________________________
 SF0311* NAD 83(1996)-  47 21 49.39823(N)    068 20 00.92013(W)     ADJUSTED  
 SF0311* NAVD 88     -       196.1    (meters)     643.     (feet)  VERTCON   
 SF0311  ___________________________________________________________________
 SF0311  LAPLACE CORR-           5.39  (seconds)                    DEFLEC99
 SF0311  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 SF0311
 SF0311  HORZ ORDER  -  SECOND
 SF0311
 SF0311.The horizontal coordinates were established by classical geodetic methods
 SF0311.and adjusted by the National Geodetic Survey in March 1998..
 SF0311
 SF0311.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0311.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0311
 SF0311.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0311
 SF0311.The geoid height was determined by GEOID03.
 SF0311
 SF0311;                    North         East     Units Scale Factor Converg.
 SF0311;SPC ME E     -   410,869.848   312,569.155   MT  0.99990194   +0 07 20.7
 SF0311;UTM  19      - 5,245,799.762   550,319.346   MT  0.99963112   +0 29 25.0
 SF0311
 SF0311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0311!SPC ME E     -   0.99997302  x   0.99990194  =   0.99987496
 SF0311!UTM  19      -   0.99997302  x   0.99963112  =   0.99960415
 SF0311
 SF0311|---------------------------------------------------------------------|
 SF0311| PID    Reference Object                     Distance      Geod. Az  |
 SF0311|                                                           dddmmss.s |
 SF0311| DA5273 REFERENCE MON C 56A RM 1             25.106 METERS 00839     |
 SF0311| SF0312 5120 NB SURVEYS 1969 IBC 1975         4.533 METERS 04142     |
 SF0311| SF0279 MWSKA CATH CH SP IBC 1951           APPROX. 1.1 KM 1563008.4 |
 SF0311| SF0267 MWSKA MUN WT TK IBC 1973            APPROX. 1.8 KM 1673634.6 |
 SF0311| SF0262 MADAWASKA CAB TV MAST IBC 1973      APPROX. 3.9 KM 1955130.8 |
 SF0311|---------------------------------------------------------------------|
 SF0311
 SF0311                          SUPERSEDED SURVEY CONTROL
 SF0311
 SF0311  NAD 83(1992)-  47 21 49.39357(N)    068 20 00.91685(W) AD(       ) 2
 SF0311  NAD 83(1986)-  47 21 49.39901(N)    068 20 00.90821(W) AD(       ) 2
 SF0311  NAD 27      -  47 21 49.25631(N)    068 20 02.74927(W) AD(       ) 2
 SF0311  NGVD 29 (07/19/86)  196.2    (m)          644.     (f) VERT ANG       
 SF0311
 SF0311.Superseded values are not recommended for survey control.
 SF0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0311.See file dsdata.txt to determine how the superseded data were derived.
 SF0311
 SF0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN5031945800(NAD 83)
 SF0311_MARKER: Z = SEE DESCRIPTION
 SF0311_SETTING: 0 = UNSPECIFIED SETTING
 SF0311
 SF0311  HISTORY     - Date     Condition        Report By
 SF0311  HISTORY     - 1975     MONUMENTED       IBC
 SF0311
 SF0311                          STATION DESCRIPTION
 SF0311
 SF0311'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1975 (CRM)
 SF0311'THE REFERENCE MONUMENT IS LOCATED IN THE SOUTHWEST PART OF
 SF0311'EDMUNDSTON, NEW BRUNSWICK, ABOUT 0.1 MILE NORTHWEST OF THE
 SF0311'IMMACULEE-CONCEPTION CATHOLIC CHURCH, AND ON A LOW, ROCK OUTCROP
 SF0311'NEAR A BLACK, STANDPIPE-TYPE WATER TANK THAT IS ABOUT 50 FEET
 SF0311'HIGH.
 SF0311'
 SF0311'TO REACH FROM THE CANADIAN CUSTOMS OFFICE AT THE INTERNATIONAL
 SF0311'BRIDGE IN EDMUNDSTON, GO NORTH FOR 0.05 MILE TO A
 SF0311'T-INTERSECTION.  TURN LEFT AND GO WEST ON PROVINCIAL ROUTE
 SF0311'120 (ST. FRANCOIS STREET) FOR 0.1 MILE.  TURN RIGHT AND GO NORTH
 SF0311'ON LA PORTE STREET FOR 0.15 MILE.  TURN LEFT AND GO NORTHWEST
 SF0311'ON CONWAY STREET FOR 0.1 MILE.  TURN LEFT AND GO SOUTHWEST
 SF0311'ON 17TH AVENUE FOR ABOUT 125 FEET TO A DRIVEWAY ON THE LEFT.
 SF0311'TURN LEFT ONTO THE DRIVEWAY FOR ABOUT 100 FEET TO THE WATER TANK
 SF0311'AND THE REFERENCE MONUMENT ON THE RIGHT.
 SF0311'
 SF0311'THE REFERENCE MONUMENT, STAMPED C-56A-75 1975, IS A BRONZE,
 SF0311'REFERENCE MONUMENT DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 SF0311'BEDROCK.  IT IS 73 FEET SOUTH OF THE SOUTH SIDE OF THE WATER
 SF0311'TANK.
 SF0311'
 SF0311'REFERENCE MARK 1, STAMPED C-56A-75 1 1975, IS A BRONZE,
 SF0311'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 SF0311'BEDROCK THAT PROJECTS 2 FEET.  IT IS 7 FEET EAST OF THE EAST
 SF0311'SIDE OF THE WATER TANK.
 SF0311'
 SF0311'5120 (N.B. SURVEYS), STAMPED 5120, IS A BRONZE, NEW BRUNSWICK
 SF0311'SURVEYS DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT
 SF0311'IS 63 FEET SOUTH OF THE SOUTH SIDE OF THE WATER TANK.
 SF0311'
 SF0311'IT IS 70.38 FEET OR 21.453 METERS BETWEEN REFERENCE MARK 1
 SF0311'AND 5120 (N.B. SURVEYS).
 SF0311'
 SF0311'NOTE--REFERENCE MARK 1 AND 5120 N.B. SURVEYS WERE LOCATED WITH
 SF0311'SUCH CHECKS AND ACCURACY THAT THEY MAY BE USED IN LIEU OF LOST
 SF0311'REFERENCE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0290 ***********************************************************************
 SF0290  DESIGNATION -  REFERENCE MON C 57
 SF0290  PID         -  SF0290
 SF0290  STATE/COUNTY-  ME/AROOSTOOK
 SF0290  USGS QUAD   -  MADAWASKA (1986)
 SF0290
 SF0290                         *CURRENT SURVEY CONTROL
 SF0290  ___________________________________________________________________
 SF0290* NAD 83(1996)-  47 21 43.66894(N)    068 21 14.88857(W)     ADJUSTED  
 SF0290* NAVD 88     -       227.8    (meters)     747.     (feet)  VERTCON   
 SF0290  ___________________________________________________________________
 SF0290  LAPLACE CORR-           4.68  (seconds)                    DEFLEC99
 SF0290  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 SF0290
 SF0290  HORZ ORDER  -  SECOND
 SF0290
 SF0290.The horizontal coordinates were established by classical geodetic methods
 SF0290.and adjusted by the National Geodetic Survey in March 1998..
 SF0290
 SF0290.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0290.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0290
 SF0290.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0290
 SF0290.The geoid height was determined by GEOID03.
 SF0290
 SF0290;                    North         East     Units Scale Factor Converg.
 SF0290;SPC ME E     -   410,689.818   311,017.572   MT  0.99990149   +0 06 26.3
 SF0290;UTM  19      - 5,245,609.827   548,769.372   MT  0.99962923   +0 28 30.5
 SF0290
 SF0290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0290!SPC ME E     -   0.99996805  x   0.99990149  =   0.99986955
 SF0290!UTM  19      -   0.99996805  x   0.99962923  =   0.99959730
 SF0290
 SF0290|---------------------------------------------------------------------|
 SF0290| PID    Reference Object                     Distance      Geod. Az  |
 SF0290|                                                           dddmmss.s |
 SF0290| DA5274 REFERENCE MON C 57 RM 1               8.241 METERS 04042     |
 SF0290| SF0267 MWSKA MUN WT TK IBC 1973            APPROX. 2.5 KM 1292731.0 |
 SF0290| SF0262 MADAWASKA CAB TV MAST IBC 1973      APPROX. 3.6 KM 1722214.2 |
 SF0290| DA5275 REFERENCE MON C 57 RM 2               7.208 METERS 24500     |
 SF0290|---------------------------------------------------------------------|
 SF0290
 SF0290                          SUPERSEDED SURVEY CONTROL
 SF0290
 SF0290  NAD 83(1992)-  47 21 43.66429(N)    068 21 14.88511(W) AD(       ) 2
 SF0290  NAD 83(1986)-  47 21 43.66996(N)    068 21 14.87660(W) AD(       ) 2
 SF0290  NAD 27      -  47 21 43.52875(N)    068 21 16.71479(W) AD(       ) 2
 SF0290  NGVD 29 (07/19/86)  227.9    (m)          748.     (f) VERT ANG       
 SF0290
 SF0290.Superseded values are not recommended for survey control.
 SF0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0290.See file dsdata.txt to determine how the superseded data were derived.
 SF0290
 SF0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN4876945610(NAD 83)
 SF0290_MARKER: Z = SEE DESCRIPTION
 SF0290_SETTING: 0 = UNSPECIFIED SETTING
 SF0290
 SF0290  HISTORY     - Date     Condition        Report By
 SF0290  HISTORY     - 1975     MONUMENTED       IBC
 SF0290
 SF0290                          STATION DESCRIPTION
 SF0290
 SF0290'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1975 (CRM)
 SF0290'THE REFERENCE MONUMENT IS LOCATED IN THE WEST EDGE OF
 SF0290'EDMUNDSTON, NEW BRUNSWICK, ABOUT 200 FEET EAST-NORTHEAST OF
 SF0290'AND 40 FEET HIGHER THAN A ONE STORY BRICK BUILDING AT A
 SF0290'PLAYGROUND, AND AT THE SOUTH EDGE OF AN EXCAVATED PLATEAU.
 SF0290'
 SF0290'TO REACH FROM THE CANADIAN CUSTOMS OFFICE AT THE INTERNATIONAL
 SF0290'BRIDGE IN EDMUNDSTON, GO NORTH FOR 0.05 MILE TO A
 SF0290'T-INTERSECTION.  TURN LEFT AND GO WEST ON PROVINCIAL ROUTE 120
 SF0290'(ST. FRANCOIS STREET) FOR 1.3 MILES TO A SIDE STREET RIGHT.  TURN
 SF0290'RIGHT AND GO NORTH ON SACREMENT STREET FOR 0.25 MILE TO A SIDE
 SF0290'STREET RIGHT.  TURN RIGHT AND GO EASTERLY, UPGRADE, FOR 0.1
 SF0290'MILE TO THE END OF TRUCK TRAVEL.  THE REFERENCE MONUMENT IS
 SF0290'ABOUT 250 FEET SOUTH OF THIS POINT AND ABOUT 40 FEET LOWER IN
 SF0290'ELEVATION.
 SF0290'
 SF0290'THE REFERENCE MONUMENT, STAMPED C-57-75 1975, IS A BRONZE,
 SF0290'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL,
 SF0290'CONCRETE POST THAT IS 18 INCHES IN DIAMETER AND 10 INCHES BELOW
 SF0290'THE SURFACE OF THE GROUND.  IT IS 39 FEET WEST OF A LINE OF
 SF0290'UTILITY POLES, 10 FEET NORTH OF A STEEP BANK, AND 6.7 FEET WEST
 SF0290'OF A STEEL, WITNESS POST WITH METAL SIGN ATTACHED.
 SF0290'
 SF0290'REFERENCE MARK 1, STAMPED C-57-75 1 1975, IS A BRONZE,
 SF0290'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0290'POST THAT IS 12 INCHES IN DIAMETER AND 4 INCHES BELOW THE SURFACE
 SF0290'OF THE GROUND.  IT IS 21 FEET WEST OF THE LINE OF UTILITY POLES,
 SF0290'27 FEET NORTH OF THE STEEP BANK, AND 21.7 FEET NORTHEAST
 SF0290'OF THE WITNESS POST.
 SF0290'
 SF0290'REFERENCE MARK 2, STAMPED C-57-75 2 1975, IS A BRONZE,
 SF0290'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0290'POST THAT IS 12 INCHES IN DIAMETER AND 4 INCHES BELOW THE
 SF0290'SURFACE OF THE GROUND.  IT IS 30.4 FEET EAST-SOUTHEAST OF THE
 SF0290'WITNESS POST AND 5 FEET NORTH OF THE STEEP BANK.
 SF0290'
 SF0290'IT IS 49.59 FEET OR 15.118 METERS BETWEEN THE REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0285 ***********************************************************************
 SF0285  DESIGNATION -  REFERENCE MON C 58
 SF0285  PID         -  SF0285
 SF0285  STATE/COUNTY-  ME/AROOSTOOK
 SF0285  USGS QUAD   -  MADAWASKA (1986)
 SF0285
 SF0285                         *CURRENT SURVEY CONTROL
 SF0285  ___________________________________________________________________
 SF0285* NAD 83(1996)-  47 21 35.21382(N)    068 22 09.30557(W)     ADJUSTED  
 SF0285* NAVD 88     -       214.6    (meters)     704.     (feet)  VERTCON   
 SF0285  ___________________________________________________________________
 SF0285  LAPLACE CORR-           4.86  (seconds)                    DEFLEC99
 SF0285  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 SF0285
 SF0285  HORZ ORDER  -  SECOND
 SF0285
 SF0285.The horizontal coordinates were established by classical geodetic methods
 SF0285.and adjusted by the National Geodetic Survey in March 1998..
 SF0285
 SF0285.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0285.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0285
 SF0285.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0285
 SF0285.The geoid height was determined by GEOID03.
 SF0285
 SF0285;                    North         East     Units Scale Factor Converg.
 SF0285;SPC ME E     -   410,426.700   309,876.265   MT  0.99990120   +0 05 46.3
 SF0285;UTM  19      - 5,245,339.460   547,630.089   MT  0.99962788   +0 27 50.4
 SF0285
 SF0285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0285!SPC ME E     -   0.99997013  x   0.99990120  =   0.99987133
 SF0285!UTM  19      -   0.99997013  x   0.99962788  =   0.99959802
 SF0285
 SF0285:                Primary Azimuth Mark                     Grid Az
 SF0285:SPC ME E     -  MWSKA CATH CH SP IBC 1951                100 19 34.3
 SF0285:UTM  19      -  MWSKA CATH CH SP IBC 1951                099 57 30.2
 SF0285
 SF0285|---------------------------------------------------------------------|
 SF0285| PID    Reference Object                     Distance      Geod. Az  |
 SF0285|                                                           dddmmss.s |
 SF0285| SF0279 MWSKA CATH CH SP IBC 1951           APPROX. 3.2 KM 1002520.6 |
 SF0285| SF0267 MWSKA MUN WT TK IBC 1973            APPROX. 3.4 KM 1132624.8 |
 SF0285| DA5276 REFERENCE MON C 58 RM 1               8.511 METERS 15811     |
 SF0285| DA5277 REFERENCE MON C 58 RM 2               7.186 METERS 34325     |
 SF0285|---------------------------------------------------------------------|
 SF0285
 SF0285                          SUPERSEDED SURVEY CONTROL
 SF0285
 SF0285  NAD 83(1992)-  47 21 35.20919(N)    068 22 09.30205(W) AD(       ) 2
 SF0285  NAD 83(1986)-  47 21 35.21501(N)    068 22 09.29367(W) AD(       ) 2
 SF0285  NAD 27      -  47 21 35.07498(N)    068 22 11.12991(W) AD(       ) 2
 SF0285  NGVD 29 (07/19/86)  214.7    (m)          704.     (f) VERT ANG       
 SF0285
 SF0285.Superseded values are not recommended for survey control.
 SF0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0285.See file dsdata.txt to determine how the superseded data were derived.
 SF0285
 SF0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN4763045339(NAD 83)
 SF0285_MARKER: Z = SEE DESCRIPTION
 SF0285_SETTING: 0 = UNSPECIFIED SETTING
 SF0285
 SF0285  HISTORY     - Date     Condition        Report By
 SF0285  HISTORY     - 1975     MONUMENTED       IBC
 SF0285
 SF0285                          STATION DESCRIPTION
 SF0285
 SF0285'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1975 (CRM)
 SF0285'THE REFERENCE MONUMENT IS LOCATED ABOUT 2 MILES WEST OF
 SF0285'EDMUNDSTON, NEW BRUNSWICK, 0.2 MILE WEST OF TWO MILE BROOK, AND
 SF0285'ON ROAD RIGHT-OF-WAY.
 SF0285'
 SF0285'TO REACH FROM THE CANADIAN CUSTOMS OFFICE AT THE INTERNATIONAL
 SF0285'BRIDGE IN EDMUNDSTON, GO NORTH FOR 0.05 MILE TO A
 SF0285'T-INTERSECTION.  TURN LEFT AND GO WESTERLY ON PROVINCIAL ROUTE
 SF0285'120 (ST. FRANCOIS STREET) FOR 1.9 MILES TO A SIDE ROAD
 SF0285'RIGHT.  TURN RIGHT AND GO NORTHWEST ON A PAVED ROAD FOR 0.3
 SF0285'MILE TO THE REFERENCE MONUMENT ON THE RIGHT, NORTHEAST, SIDE
 SF0285'OF THE ROAD.
 SF0285'
 SF0285'THE REFERENCE MONUMENT, STAMPED C-58-75 1975, IS A BRONZE,
 SF0285'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0285'POST THAT IS 18 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT
 SF0285'IS 25 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 4.1 FEET
 SF0285'NORTH OF A STEEL, WITNESS POST WITH METAL SIGN ATTACHED, AND
 SF0285'ABOUT 6 FEET LOWER THAN THE ROAD.
 SF0285'
 SF0285'REFERENCE MARK 1, STAMPED C-58-75 1 1975, IS A BRONZE,
 SF0285'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0285'POST THAT IS 12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT
 SF0285'IS 26 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 25.6 FEET
 SF0285'SOUTHEAST OF THE WITNESS POST, AND ABOUT 6 FEET LOWER THAN
 SF0285'THE ROAD.
 SF0285'
 SF0285'REFERENCE MARK 2, STAMPED C-58-75 2 1975, IS A BRONZE,
 SF0285'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0285'POST THAT IS 12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT
 SF0285'IS 26.5 FEET NORTHWEST OF THE WITNESS POST, 25 FEET NORTHEAST
 SF0285'OF THE CENTERLINE OF THE ROAD, AND ABOUT 6 FEET LOWER THAN THE
 SF0285'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0342 ***********************************************************************
 SF0342  DESIGNATION -  REFERENCE MON C 60
 SF0342  PID         -  SF0342
 SF0342  STATE/COUNTY-  ME/AROOSTOOK
 SF0342  USGS QUAD   -  FRENCHVILLE (1986)
 SF0342
 SF0342                         *CURRENT SURVEY CONTROL
 SF0342  ___________________________________________________________________
 SF0342* NAD 83(1996)-  47 20 38.46294(N)    068 23 03.07681(W)     ADJUSTED  
 SF0342* NAVD 88     -       180.2    (meters)     591.     (feet)  VERTCON   
 SF0342  ___________________________________________________________________
 SF0342  LAPLACE CORR-           4.38  (seconds)                    DEFLEC99
 SF0342  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 SF0342
 SF0342  HORZ ORDER  -  SECOND
 SF0342
 SF0342.The horizontal coordinates were established by classical geodetic methods
 SF0342.and adjusted by the National Geodetic Survey in March 1998..
 SF0342
 SF0342.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0342.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0342
 SF0342.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0342
 SF0342.The geoid height was determined by GEOID03.
 SF0342
 SF0342;                    North         East     Units Scale Factor Converg.
 SF0342;SPC ME E     -   408,672.469   308,750.625   MT  0.99990094   +0 05 06.6
 SF0342;UTM  19      - 5,243,578.523   546,516.037   MT  0.99962659   +0 27 10.4
 SF0342
 SF0342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0342!SPC ME E     -   0.99997552  x   0.99990094  =   0.99987646
 SF0342!UTM  19      -   0.99997552  x   0.99962659  =   0.99960212
 SF0342
 SF0342|---------------------------------------------------------------------|
 SF0342| PID    Reference Object                     Distance      Geod. Az  |
 SF0342|                                                           dddmmss.s |
 SF0342| SF0343 C60 IBC 1910                         61.507 METERS 03540     |
 SF0342| SF0292 EDMUN CATH CH SP SE IBC 1940        APPROX. 4.4 KM 0620130.5 |
 SF0342| SF0262 MADAWASKA CAB TV MAST IBC 1973      APPROX. 3.2 KM 1195143.3 |
 SF0342| DA5280 REFERENCE MON C 60 RM 1               9.154 METERS 15055     |
 SF0342| DA5281 REFERENCE MON C 60 RM 2               6.373 METERS 32946     |
 SF0342|---------------------------------------------------------------------|
 SF0342
 SF0342                          SUPERSEDED SURVEY CONTROL
 SF0342
 SF0342  NAD 83(1992)-  47 20 38.45831(N)    068 23 03.07333(W) AD(       ) 2
 SF0342  NAD 83(1986)-  47 20 38.46426(N)    068 23 03.06531(W) AD(       ) 2
 SF0342  NAD 27      -  47 20 38.32623(N)    068 23 04.90234(W) AD(       ) 2
 SF0342  NGVD 29 (07/19/86)  180.3    (m)          592.     (f) VERT ANG       
 SF0342
 SF0342.Superseded values are not recommended for survey control.
 SF0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0342.See file dsdata.txt to determine how the superseded data were derived.
 SF0342
 SF0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN4651643579(NAD 83)
 SF0342_MARKER: Z = SEE DESCRIPTION
 SF0342_SETTING: 0 = UNSPECIFIED SETTING
 SF0342
 SF0342  HISTORY     - Date     Condition        Report By
 SF0342  HISTORY     - 1975     MONUMENTED       IBC
 SF0342  HISTORY     - 1976     SEE DESCRIPTION  NGS
 SF0342
 SF0342                          STATION DESCRIPTION
 SF0342
 SF0342'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1975 (CRM)
 SF0342'THE REFERENCE MONUMENT IS LOCATED ABOUT 2-3/4 MILES SOUTHWEST
 SF0342'OF EDMUNDSTON, NEW BRUNSWICK, ON THE SOUTHWEST EDGE OF A SMALL
 SF0342'FIELD ON A LOW HILL, ABOUT 150 FEET SOUTHWEST OF TWIN SPRUCE TREES
 SF0342'THAT ARE ABOUT 25 FEET HIGH, AND ON PROPERTY OWNED BY MR. EDDIE
 SF0342'DAIGLE.  THERE IS BRUSH ON THE SOUTHWEST SIDE OF THE MONUMENT
 SF0342'SITE.
 SF0342'
 SF0342'TO REACH FROM THE CANADIAN CUSTOMS OFFICE AT THE INTERNATIONAL
 SF0342'BRIDGE IN EDMUNDSTON, GO NORTH FOR 0.05 MILE TO A
 SF0342'T-INTERSECTION.  TURN LEFT AND GO WEST AND SOUTHWEST ON PROVINCIAL
 SF0342'ROUTE 120 (ST. FRANCOIS STREET) FOR 3.0 MILES TO A SIDE ROAD
 SF0342'RIGHT.  TURN SHARP RIGHT AND GO NORTHWEST ON A PAVED ROAD FOR
 SF0342'0.05 MILE, THENCE TURN LEFT AND GO SOUTHWEST, ACROSS A LOT, FOR
 SF0342'ABOUT 150 FEET TO A GATE IN A FENCE.  PASS THROUGH THE GATE, BEAR
 SF0342'LEFT, AND GO SOUTHERLY, ACROSS A SMALL FIELD, FOR ABOUT 400
 SF0342'FEET TO THE SOUTHWEST SIDE OF THE FIELD AND THE REFERENCE
 SF0342'MONUMENT.
 SF0342'
 SF0342'THE REFERENCE MONUMENT, STAMPED C-60-75 19758 IS A BRONZE,
 SF0342'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0342'POST THAT IS 18 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT
 SF0342'IS 118 FEET SOUTH OF THE HIGHEST POINT IN THE IMMEDIATE
 SF0342'VICINITY, 3.3 FEET NORTH OF A STEEL, WITNESS POST WITH METAL SIGN
 SF0342'ATTACHED, AND 2 FEET NORTHEAST OF A WIRE FENCE.
 SF0342'
 SF0342'REFERENCE MARK 1, STAMPED C-60-75 1 1975, IS A BRONZE, REFERENCE
 SF0342'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0342'12 INCHES IN DIAMETER, FLUSH WITH THE GROUND, AND ABOUT 2 FEET
 SF0342'LOWER THAN THE REFERENCE MONUMENT.
 SF0342'
 SF0342'REFERENCE MARK 2, STAMPED C-60-75 2 1975, IS A BRONZE, REFERENCE
 SF0342'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT
 SF0342'IS 12 INCHES IN DIAMETER, FLUSH WITH THE GROUND, AND ABOUT 2 FEET
 SF0342'HIGHER THAN THE REFERENCE MONUMENT.
 SF0342'
 SF0342'REFERENCE MARK 1 IS 27.2 FEET SOUTHEAST OF THE WITNESS POST
 SF0342'AND 3 FEET NORTHEAST OF THE FENCE.
 SF0342'
 SF0342'REFERENCE MARK 2 IS 26.6 FEET NORTHWEST OF THE WITNESS POST AND
 SF0342'1. FOOT NORTHEAST OF THE FENCE.
 SF0342'
 SF0342'REFERENCE MONUMENT C-60 ORIGINALLY WAS AN 0.8-FOOT SQUARE,
 SF0342'CONCRETE SPIKE SET IN A 3-FOOT SQUARE, CONCRETE BASE.  THE
 SF0342'CONCRETE IS DETERIORATED, BUT THE POINT OF THE MONUMENT IS INTACT.
 SF0342
 SF0342                          STATION RECOVERY (1976)
 SF0342
 SF0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CRM)
 SF0342'THE MONUMENT AND THE REFERENCE MARKS WERE RECOVERED IN GOOD
 SF0342'CONDITION.  THE MONUMENT WAS USED FOR CHECK ANGLE PURPOSES ONLY
 SF0342'AND WAS NOT OCCUPIED.  THE 1975 DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0340 ***********************************************************************
 SF0340  DESIGNATION -  REFERENCE MON C 61A
 SF0340  PID         -  SF0340
 SF0340  STATE/COUNTY-  ME/AROOSTOOK
 SF0340  USGS QUAD   -  FRENCHVILLE (1986)
 SF0340
 SF0340                         *CURRENT SURVEY CONTROL
 SF0340  ___________________________________________________________________
 SF0340* NAD 83(1996)-  47 20 11.58097(N)    068 23 24.39413(W)     ADJUSTED  
 SF0340* NAVD 88     -       230.3    (meters)     756.     (feet)  VERTCON   
 SF0340  ___________________________________________________________________
 SF0340  LAPLACE CORR-           4.34  (seconds)                    DEFLEC99
 SF0340  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 SF0340
 SF0340  HORZ ORDER  -  SECOND
 SF0340
 SF0340.The horizontal coordinates were established by classical geodetic methods
 SF0340.and adjusted by the National Geodetic Survey in March 1998..
 SF0340
 SF0340.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0340
 SF0340.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0340
 SF0340.The geoid height was determined by GEOID03.
 SF0340
 SF0340;                    North         East     Units Scale Factor Converg.
 SF0340;SPC ME E     -   407,841.718   308,304.376   MT  0.99990085   +0 04 50.9
 SF0340;UTM  19      - 5,242,745.154   546,075.249   MT  0.99962609   +0 26 54.6
 SF0340
 SF0340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0340!SPC ME E     -   0.99996767  x   0.99990085  =   0.99986852
 SF0340!UTM  19      -   0.99996767  x   0.99962609  =   0.99959377
 SF0340
 SF0340|---------------------------------------------------------------------|
 SF0340| PID    Reference Object                     Distance      Geod. Az  |
 SF0340|                                                           dddmmss.s |
 SF0340| DA5282 REFERENCE MON C 61A RM 1              7.009 METERS 03847     |
 SF0340| SF0292 EDMUN CATH CH SP SE IBC 1940        APPROX. 5.3 KM 0561830.9 |
 SF0340| SF0262 MADAWASKA CAB TV MAST IBC 1973      APPROX. 3.3 KM 1031132.8 |
 SF0340| DA5283 REFERENCE MON C 61A RM 2              8.233 METERS 19637     |
 SF0340|---------------------------------------------------------------------|
 SF0340
 SF0340                          SUPERSEDED SURVEY CONTROL
 SF0340
 SF0340  NAD 83(1992)-  47 20 11.57632(N)    068 23 24.39072(W) AD(       ) 2
 SF0340  NAD 83(1986)-  47 20 11.58232(N)    068 23 24.38290(W) AD(       ) 2
 SF0340  NAD 27      -  47 20 11.44513(N)    068 23 26.22015(W) AD(       ) 2
 SF0340  NGVD 29 (07/19/86)  230.4    (m)          756.     (f) VERT ANG       
 SF0340
 SF0340.Superseded values are not recommended for survey control.
 SF0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0340.See file dsdata.txt to determine how the superseded data were derived.
 SF0340
 SF0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN4607542745(NAD 83)
 SF0340_MARKER: Z = SEE DESCRIPTION
 SF0340_SETTING: 0 = UNSPECIFIED SETTING
 SF0340
 SF0340  HISTORY     - Date     Condition        Report By
 SF0340  HISTORY     - 1975     MONUMENTED       IBC
 SF0340
 SF0340                          STATION DESCRIPTION
 SF0340
 SF0340'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1975 (CRM)
 SF0340'THE REFERENCE MONUMENT IS LOCATED ABOUT 3-1/4 MILES SOUTHWEST
 SF0340'OF EDMUNDSTON, NEW BRUNSWICK, ON THE EAST SLOPE OF A HIGH RIDGE,
 SF0340'IN THE BRUSH LINE AT THE WEST EDGE OF A FIELD, AND ON PROPERTY
 SF0340'OWNED BY MR. PAT DAIGLE.
 SF0340'
 SF0340'TO REACH FROM THE CANADIAN CUSTOMS OFFICE AT THE INTERNATIONAL
 SF0340'BRIDGE IN EDMUNDSTON, GO NORTH FOR 0.05 MILE TO A
 SF0340'T-INTERSECTION.  TURN LEFT AND GO WEST, SOUTHWEST, AND SOUTH ON
 SF0340'PROVINCIAL ROUTE 120 (ST. FRANCOIS STREET) FOR 3.6 MILES TO A
 SF0340'FIELD ROAD ON THE RIGHT BETWEEN TWO HOUSES.  TURN RIGHT AND GO
 SF0340'WEST, SOUTH, AND WEST ON THE FIELD ROAD FOR 0.35 MILE TO A
 SF0340'FIELD ENTRANCE ON THE LEFT.  TURN LEFT AND GO SOUTH FOR
 SF0340'ABOUT 150 FEET TO THE REFERENCE MONUMENT.
 SF0340'
 SF0340'THE REFERENCE MONUMENT, STAMPED C-61A-75 1975, IS A BRONZE,
 SF0340'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL,
 SF0340'CONCRETE POST THAT IS 18 INCHES IN DIAMETER AND FLUSH WITH THE
 SF0340'GROUND.  IT IS 7.7 FEET NORTH-NORTHWEST OF A STEEL, WITNESS
 SF0340'POST WITH METAL SIGN ATTACHED AND 3 FEET SOUTH OF A SMALL DITCH.
 SF0340'
 SF0340'REFERENCE MARK 1, STAMPED C-61A-75 1 1975, IS A BRONZE, REFERENCE
 SF0340'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS 12
 SF0340'INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 28.6 FEET
 SF0340'NORTH-NORTHEAST OF THE WITNESS POST AND 7 FEET SOUTH OF THE SMALL
 SF0340'DITCH.
 SF0340'
 SF0340'REFERENCE MARK 2, STAMPED C-61A-75 2 1975, IS A BRONZE,
 SF0340'REFERENCE MARK DISK SET IN THE TIP OF A CYLINDRICAL, CONCRETE
 SF0340'POST THAT IS 12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT
 SF0340'IS 20.8 FEET SOUTH-SOUTHWEST OF THE WITNESS POST AND 6 FEET
 SF0340'SOUTH OF THE SMALL DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0339 ***********************************************************************
 SF0339  DESIGNATION -  REFERENCE MON C 62
 SF0339  PID         -  SF0339
 SF0339  STATE/COUNTY-  ME/AROOSTOOK
 SF0339  USGS QUAD   -  FRENCHVILLE (1986)
 SF0339
 SF0339                         *CURRENT SURVEY CONTROL
 SF0339  ___________________________________________________________________
 SF0339* NAD 83(1996)-  47 19 51.11314(N)    068 23 20.72913(W)     ADJUSTED  
 SF0339* NAVD 88     -       211.9    (meters)     695.     (feet)  VERTCON   
 SF0339  ___________________________________________________________________
 SF0339  LAPLACE CORR-           4.63  (seconds)                    DEFLEC99
 SF0339  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 SF0339
 SF0339  HORZ ORDER  -  SECOND
 SF0339
 SF0339.The horizontal coordinates were established by classical geodetic methods
 SF0339.and adjusted by the National Geodetic Survey in March 1998..
 SF0339
 SF0339.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0339.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0339
 SF0339.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0339
 SF0339.The geoid height was determined by GEOID03.
 SF0339
 SF0339;                    North         East     Units Scale Factor Converg.
 SF0339;SPC ME E     -   407,209.791   308,382.209   MT  0.99990086   +0 04 53.6
 SF0339;UTM  19      - 5,242,113.913   546,157.114   MT  0.99962618   +0 26 57.1
 SF0339
 SF0339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0339!SPC ME E     -   0.99997055  x   0.99990086  =   0.99987142
 SF0339!UTM  19      -   0.99997055  x   0.99962618  =   0.99959675
 SF0339
 SF0339:                Primary Azimuth Mark                     Grid Az
 SF0339:SPC ME E     -  MADAWASKA CAB TV MAST IBC 1973           092 05 08.5
 SF0339:UTM  19      -  MADAWASKA CAB TV MAST IBC 1973           091 43 05.0
 SF0339
 SF0339|---------------------------------------------------------------------|
 SF0339| PID    Reference Object                     Distance      Geod. Az  |
 SF0339|                                                           dddmmss.s |
 SF0339| SF0262 MADAWASKA CAB TV MAST IBC 1973      APPROX. 3.1 KM 0921002.1 |
 SF0339| DA5284 REFERENCE MON C 62 RM 1               9.261 METERS 13654     |
 SF0339| DA5285 REFERENCE MON C 62 RM 2               8.672 METERS 32242     |
 SF0339|---------------------------------------------------------------------|
 SF0339
 SF0339                          SUPERSEDED SURVEY CONTROL
 SF0339
 SF0339  NAD 83(1992)-  47 19 51.10848(N)    068 23 20.72573(W) AD(       ) 2
 SF0339  NAD 83(1986)-  47 19 51.11446(N)    068 23 20.71803(W) AD(       ) 2
 SF0339  NAD 27      -  47 19 50.97769(N)    068 23 22.55670(W) AD(       ) 2
 SF0339  NGVD 29 (07/19/86)  212.0    (m)          696.     (f) VERT ANG       
 SF0339
 SF0339.Superseded values are not recommended for survey control.
 SF0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0339.See file dsdata.txt to determine how the superseded data were derived.
 SF0339
 SF0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN4615742114(NAD 83)
 SF0339_MARKER: Z = SEE DESCRIPTION
 SF0339_SETTING: 0 = UNSPECIFIED SETTING
 SF0339
 SF0339  HISTORY     - Date     Condition        Report By
 SF0339  HISTORY     - 1975     MONUMENTED       IBC
 SF0339  HISTORY     - 1976     SEE DESCRIPTION  NGS
 SF0339
 SF0339                          STATION DESCRIPTION
 SF0339
 SF0339'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1975 (CRM)
 SF0339'THE REFERENCE MONUMENT IS LOCATED ABOUT 3-1/2 MILES SOUTHWEST
 SF0339'OF EDMUNDSTON, NEW BRUNSWICK, AT THE SOUTHWEST EDGE OF A NARROW,
 SF0339'BRUSHY FIELD, AND ON PROPERTY OWNED BY MR. LYNCH DAIGLE.
 SF0339'
 SF0339'TO REACH THE REFERENCE MONUMENT FROM THE CATHOLIC CHURCH IN
 SF0339'ST. HILAIRE, NEW BRUNSWICK, GO EAST AND NORTH ON PROVINCIAL
 SF0339'ROUTE 120 FOR 3.0 MILES TO A DRIVEWAY ON THE LEFT.  TURN LEFT
 SF0339'AND GO NORTHWEST ON THE DRIVEWAY AND TRACK ROAD, PASSING THROUGH
 SF0339'A SMALL BARN LOT, FOR 0.15 MILE TO THE REFERENCE MONUMENT ON THE
 SF0339'LEFT, SOUTHWEST, SIDE OF THE ROAD.
 SF0339'
 SF0339'THE REFERENCE MONUMENT, STAMPED C-62-75 1975, IS A BRONZE,
 SF0339'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0339'POST THAT IS 18 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT
 SF0339'IS 128 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 99 FEET
 SF0339'NORTHWEST OF A RAIL FENCE, AND 7.4 FEET SOUTH OF A STEEL,
 SF0339'WITNESS POST WITH METAL SIGN ATTACHED.
 SF0339'
 SF0339'REFERENCE MARK 1, STAMPED C-62-75 1 1975, IS A BRONZE, REFERENCE
 SF0339'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0339'12 INCHES IN DIAMETER, FLUSH WITH THE GROUND, AND ABOUT 4 FEET
 SF0339'LOWER THAN THE REFERENCE MONUMENT.  IT IS 122 FEET SOUTHWEST
 SF0339'OF THE CENTERLINE OF THE ROAD, 68 FEET NORTHWEST OF THE RAIL
 SF0339'FENCE, AND 37.7 FEET SOUTHEAST OF THE WITNESS POST.
 SF0339'
 SF0339'REFERENCE MARK 2, STAMPED C-62-75 2 1975, IS A BRONZE, REFERENCE
 SF0339'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT
 SF0339'IS 12 INCHES IN DIAMETER, FLUSH WITH THE GROUND, AND ABOUT 3
 SF0339'FEET HIGHER THAN THE REFERENCE MONUMENT.
 SF0339
 SF0339                          STATION RECOVERY (1976)
 SF0339
 SF0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CRM)
 SF0339'THE MONUMENT AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 SF0339'1975 DESCRIPTION IS ADEQUATE.  THE MONUMENT WAS USED FOR CHECK
 SF0339'ANGLE PURPOSES ONLY AND WAS NOT OCCUPIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0335 ***********************************************************************
 SF0335  DESIGNATION -  REFERENCE MON C 63
 SF0335  PID         -  SF0335
 SF0335  STATE/COUNTY-  ME/AROOSTOOK
 SF0335  USGS QUAD   -  FRENCHVILLE (1986)
 SF0335
 SF0335                         *CURRENT SURVEY CONTROL
 SF0335  ___________________________________________________________________
 SF0335* NAD 83(1996)-  47 19 21.12378(N)    068 23 26.45648(W)     ADJUSTED  
 SF0335* NAVD 88     -       213.2    (meters)     699.     (feet)  VERTCON   
 SF0335  ___________________________________________________________________
 SF0335  LAPLACE CORR-           4.86  (seconds)                    DEFLEC99
 SF0335  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 SF0335
 SF0335  HORZ ORDER  -  SECOND
 SF0335
 SF0335.The horizontal coordinates were established by classical geodetic methods
 SF0335.and adjusted by the National Geodetic Survey in March 1998..
 SF0335
 SF0335.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0335
 SF0335.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0335
 SF0335.The geoid height was determined by GEOID03.
 SF0335
 SF0335;                    North         East     Units Scale Factor Converg.
 SF0335;SPC ME E     -   406,283.565   308,263.270   MT  0.99990084   +0 04 49.3
 SF0335;UTM  19      - 5,241,187.198   546,044.150   MT  0.99962605   +0 26 52.7
 SF0335
 SF0335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0335!SPC ME E     -   0.99997035  x   0.99990084  =   0.99987119
 SF0335!UTM  19      -   0.99997035  x   0.99962605  =   0.99959641
 SF0335
 SF0335:                Primary Azimuth Mark                     Grid Az
 SF0335:SPC ME E     -  MADAWASKA CAB TV MAST IBC 1973           075 55 59.8
 SF0335:UTM  19      -  MADAWASKA CAB TV MAST IBC 1973           075 33 56.4
 SF0335
 SF0335|---------------------------------------------------------------------|
 SF0335| PID    Reference Object                     Distance      Geod. Az  |
 SF0335|                                                           dddmmss.s |
 SF0335| SF0262 MADAWASKA CAB TV MAST IBC 1973      APPROX. 3.3 KM 0760049.1 |
 SF0335| SF0334 C63 IBC 1975 RM 1 1975               14.270 METERS 11647     |
 SF0335| DA5286 REFERENCE MON C 63 RM 2               8.176 METERS 29454     |
 SF0335|---------------------------------------------------------------------|
 SF0335
 SF0335                          SUPERSEDED SURVEY CONTROL
 SF0335
 SF0335  NAD 83(1992)-  47 19 21.11916(N)    068 23 26.45306(W) AD(       ) 2
 SF0335  NAD 83(1986)-  47 19 21.12511(N)    068 23 26.44554(W) AD(       ) 2
 SF0335  NAD 27      -  47 19 20.98873(N)    068 23 28.28572(W) AD(       ) 2
 SF0335  NGVD 29 (07/19/86)  213.3    (m)          700.     (f) VERT ANG       
 SF0335
 SF0335.Superseded values are not recommended for survey control.
 SF0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0335.See file dsdata.txt to determine how the superseded data were derived.
 SF0335
 SF0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN4604441187(NAD 83)
 SF0335_MARKER: Z = SEE DESCRIPTION
 SF0335_SETTING: 0 = UNSPECIFIED SETTING
 SF0335
 SF0335  HISTORY     - Date     Condition        Report By
 SF0335  HISTORY     - 1975     MONUMENTED       IBC
 SF0335
 SF0335                          STATION DESCRIPTION
 SF0335
 SF0335'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1975 (CRM)
 SF0335'THE REFERENCE MONUMENT IS LOCATED ABOUT 4 MILES SOUTHWEST OF
 SF0335'EDMUNDSTON, NEW BRUNSWICK, 2-1/2 MILES NORTH OF ST. HILAIRE,
 SF0335'NEW BRUNSWICK, IN A PASTURE ABOUT 150 FEET WEST-NORTHWEST OF AN
 SF0335'OLD SHED, AND ON PROPERTY OWNED BY MR. ALACIDE COLLIN.
 SF0335'
 SF0335'TO REACH FROM THE CATHOLIC CHURCH IN ST. HILAIRE, GO EAST AND
 SF0335'NORTH ON PROVINCIAL ROUTE 120 FOR 2.4 MILES TO THE COLLIN RESIDENCE
 SF0335'ON THE LEFT.  TURN LEFT, PASS BETWEEN THE HOUSE AND A BARN, AND
 SF0335'GO NORTHWEST ON A DRIVEWAY AND A TRACK ROAD FOR 0.1 MILE TO THE
 SF0335'REFERENCE MONUMENT ON THE LEFT, SOUTHWEST, SIDE OF THE ROAD.
 SF0335'
 SF0335'THE REFERENCE MONUMENT, STAMPED C-63-75 1975, IS A BRONZE,
 SF0335'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0335'POST THAT IS 18 INCHES IN DIAMETER AND 3 INCHES BELOW THE SURFACE
 SF0335'OF THE GROUND.  IT IS 50 FEET SOUTHWEST OF THE CENTERLINE OF
 SF0335'THE ROAD, 8.9 FEET NORTH OF A STEEL, WITNESS POST WITH METAL SIGN
 SF0335'ATTACHED, AND 4 FEET NORTHEAST OF A WIRE FENCE.
 SF0335'
 SF0335'REFERENCE MARK 1, STAMPED C-63-75 1 1975, IS A BRONZE, REFERENCE
 SF0335'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0335'12 INCHES IN DIAMETER AND 3 INCHES BELOW THE SURFACE OF THE
 SF0335'GROUND.  IT IS 71 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD,
 SF0335'39.1 FEET SOUTHEAST OF THE WITNESS POST, AND 4 FEET NORTHEAST
 SF0335'OF THE FENCE.
 SF0335'
 SF0335'REFERENCE MARK 2, STAMPED C-63-75 2 1975, IS A BRONZE, REFERENCE
 SF0335'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0335'12 INCHES IN DIAMETER AND 6 INCHES BELOW THE SURFACE OF THE
 SF0335'GROUND.  IT IS 41 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD,
 SF0335'35.3 FEET NORTHWEST OF THE WITNESS POST AND 4 FEET NORTHEAST OF
 SF0335'THE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0350 ***********************************************************************
 SF0350  DESIGNATION -  REFERENCE MON C 64
 SF0350  PID         -  SF0350
 SF0350  STATE/COUNTY-  ME/AROOSTOOK
 SF0350  USGS QUAD   -  FRENCHVILLE (1986)
 SF0350
 SF0350                         *CURRENT SURVEY CONTROL
 SF0350  ___________________________________________________________________
 SF0350* NAD 83(1996)-  47 18 43.48770(N)    068 23 29.60455(W)     ADJUSTED  
 SF0350* NAVD 88     -       215.2    (meters)     706.     (feet)  VERTCON   
 SF0350  ___________________________________________________________________
 SF0350  LAPLACE CORR-           5.14  (seconds)                    DEFLEC99
 SF0350  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 SF0350
 SF0350  HORZ ORDER  -  SECOND
 SF0350
 SF0350.The horizontal coordinates were established by classical geodetic methods
 SF0350.and adjusted by the National Geodetic Survey in March 1998..
 SF0350
 SF0350.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0350
 SF0350.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0350
 SF0350.The geoid height was determined by GEOID03.
 SF0350
 SF0350;                    North         East     Units Scale Factor Converg.
 SF0350;SPC ME E     -   405,121.293   308,198.786   MT  0.99990083   +0 04 47.0
 SF0350;UTM  19      - 5,240,024.856   545,987.140   MT  0.99962599   +0 26 50.1
 SF0350
 SF0350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0350!SPC ME E     -   0.99997004  x   0.99990083  =   0.99987087
 SF0350!UTM  19      -   0.99997004  x   0.99962599  =   0.99959604
 SF0350
 SF0350:                Primary Azimuth Mark                     Grid Az
 SF0350:SPC ME E     -  S65 IBC 1975 RM 1 1975                   037 37 26.7
 SF0350:UTM  19      -  S65 IBC 1975 RM 1 1975                   037 15 23.6
 SF0350
 SF0350|---------------------------------------------------------------------|
 SF0350| PID    Reference Object                     Distance      Geod. Az  |
 SF0350|                                                           dddmmss.s |
 SF0350| SF0336 S65 IBC 1975 RM 1 1975              APPROX. 1.7 KM 0374213.7 |
 SF0350| DA5287 REFERENCE MON C 64 RM 1               5.929 METERS 04917     |
 SF0350| SF0262 MADAWASKA CAB TV MAST IBC 1973      APPROX. 3.9 KM 0591412.5 |
 SF0350| DA5288 REFERENCE MON C 64 RM 2               5.278 METERS 13816     |
 SF0350| SF0333 REFERENCE MON C 65                  186.915 METERS 17246     |
 SF0350|---------------------------------------------------------------------|
 SF0350
 SF0350                          SUPERSEDED SURVEY CONTROL
 SF0350
 SF0350  NAD 83(1992)-  47 18 43.48315(N)    068 23 29.60113(W) AD(       ) 2
 SF0350  NAD 83(1986)-  47 18 43.48911(N)    068 23 29.59386(W) AD(       ) 2
 SF0350  NAD 27      -  47 18 43.35191(N)    068 23 31.43669(W) AD(       ) 2
 SF0350  NGVD 29 (07/19/86)  215.3    (m)          706.     (f) VERT ANG       
 SF0350
 SF0350.Superseded values are not recommended for survey control.
 SF0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0350.See file dsdata.txt to determine how the superseded data were derived.
 SF0350
 SF0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN4598740025(NAD 83)
 SF0350_MARKER: Z = SEE DESCRIPTION
 SF0350_SETTING: 0 = UNSPECIFIED SETTING
 SF0350
 SF0350  HISTORY     - Date     Condition        Report By
 SF0350  HISTORY     - 1976     MONUMENTED       IBC
 SF0350
 SF0350                          STATION DESCRIPTION
 SF0350
 SF0350'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1976 (CRM)
 SF0350'THE MONUMENT IS LOCATED ABOUT 1-3/4 MILES NORTH-NORTHEAST OF
 SF0350'ST. HILAIRE, NEW BRUNSWICK, ON THE EAST SIDE OF A LOW, ROCKY KNOLL
 SF0350'IN PASTURE LAND, ABOUT 50 FEET EAST OF A SMALL GROUP OF SPRUCE
 SF0350'TREES, 20 FEET WEST OF A SMALL GROUP OF DECIDUOUS TREES, AND ON
 SF0350'PROPERTY OWNED BY THE BRUNSWICK CONSTRUCTION CO.
 SF0350'
 SF0350'TO REACH FROM THE CATHOLIC CHURCH IN ST. HILAIRE, GO EAST AND
 SF0350'NORTH ON PROVINCIAL ROUTE 120 FOR 0.9 MILE TO A BRIDGE OVER
 SF0350'MICHAUD BROOK.  CONTINUE NORTH ON PROVINCIAL ROUTE 120 FOR 0.7
 SF0350'MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON THE SURFACED
 SF0350'ROAD FOR 0.1 MILE TO THE END OF TRUCK TRAVEL.  THIS IS AT
 SF0350'REFERENCE MONUMENT C-65-75.  PACK NORTH, ACROSS A FIELD, FOR
 SF0350'ABOUT 200 YARDS TO THE MONUMENT.
 SF0350'
 SF0350'THE REFERENCE MONUMENT, STAMPED C-64-76 1976, IS A BRONZE,
 SF0350'REFERENCE MONUMENT DISK CEMENTED IN A DRILL HOLE IN BEDROCK AND
 SF0350'IS 4 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 5.38 METERS
 SF0350'EAST-NORTHEAST OF A STEEL WITNESS POST WITH METAL SIGN ATTACHED
 SF0350'AND 4.3 METERS SOUTH OF TWIN SPRUCE TREES THAT ARE 8 INCHES IN
 SF0350'DIAMETER.
 SF0350'
 SF0350'REFERENCE MARK 1, STAMPED C-64-76 1 1976, IS A BRONZE, REFERENCE
 SF0350'MARK DISK CEMENTED IN A DRILL HOLE IN BED ROCK AND IS FLUSH WITH
 SF0350'THE GROUND.  IT IS 11.25 METERS EAST-NORTHEAST OF THE WITNESS
 SF0350'POST, 5.3 METERS EAST OF THE TWIN SPRUCE TREES AND 1.30 METERS
 SF0350'LOWER THAN THE REFERENCE MONUMENT.
 SF0350'
 SF0350'REFERENCE MARK 2, STAMPED C-64-76 2 1976, IS A BRONZE, REFERENCE
 SF0350'MARK DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 SF0350'1 FOOT.  IT IS 9.3 METERS SOUTH-SOUTHEAST OF THE TWIN SPRUCE
 SF0350'TREES, 6.47 METERS EAST OF THE WITNESS POST AND 1.59 METERS LOWER
 SF0350'THAN THE REFERENCE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0333 ***********************************************************************
 SF0333  DESIGNATION -  REFERENCE MON C 65
 SF0333  PID         -  SF0333
 SF0333  STATE/COUNTY-  ME/AROOSTOOK
 SF0333  USGS QUAD   -  FRENCHVILLE (1986)
 SF0333
 SF0333                         *CURRENT SURVEY CONTROL
 SF0333  ___________________________________________________________________
 SF0333* NAD 83(1996)-  47 18 37.48339(N)    068 23 28.48429(W)     ADJUSTED  
 SF0333* NAVD 88     -       201.5    (meters)     661.     (feet)  VERTCON   
 SF0333  ___________________________________________________________________
 SF0333  LAPLACE CORR-           5.22  (seconds)                    DEFLEC99
 SF0333  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 SF0333
 SF0333  HORZ ORDER  -  SECOND
 SF0333
 SF0333.The horizontal coordinates were established by classical geodetic methods
 SF0333.and adjusted by the National Geodetic Survey in March 1998..
 SF0333
 SF0333.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0333
 SF0333.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0333
 SF0333.The geoid height was determined by GEOID03.
 SF0333
 SF0333;                    North         East     Units Scale Factor Converg.
 SF0333;SPC ME E     -   404,935.916   308,222.572   MT  0.99990083   +0 04 47.8
 SF0333;UTM  19      - 5,239,839.686   546,012.108   MT  0.99962602   +0 26 50.9
 SF0333
 SF0333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0333!SPC ME E     -   0.99997219  x   0.99990083  =   0.99987302
 SF0333!UTM  19      -   0.99997219  x   0.99962602  =   0.99959822
 SF0333
 SF0333:                Primary Azimuth Mark                     Grid Az
 SF0333:SPC ME E     -  EDMUN TV ST CJBR MAST IBC 1973           032 46 24.3
 SF0333:UTM  19      -  EDMUN TV ST CJBR MAST IBC 1973           032 24 21.2
 SF0333
 SF0333|---------------------------------------------------------------------|
 SF0333| PID    Reference Object                     Distance      Geod. Az  |
 SF0333|                                                           dddmmss.s |
 SF0333| SF0257 EDMUN TV ST CJBR MAST IBC 1973      APPROX.10.4 KM 0325112.1 |
 SF0333| SF0262 MADAWASKA CAB TV MAST IBC 1973      APPROX. 3.9 KM 0564417.3 |
 SF0333| DA5289 REFERENCE MON C 65 RM 1              10.207 METERS 10459     |
 SF0333| DA5290 REFERENCE MON C 65 RM 2               6.761 METERS 27650     |
 SF0333|---------------------------------------------------------------------|
 SF0333
 SF0333                          SUPERSEDED SURVEY CONTROL
 SF0333
 SF0333  NAD 83(1992)-  47 18 37.47884(N)    068 23 28.48088(W) AD(       ) 2
 SF0333  NAD 83(1986)-  47 18 37.48480(N)    068 23 28.47365(W) AD(       ) 2
 SF0333  NAD 27      -  47 18 37.34712(N)    068 23 30.31669(W) AD(       ) 2
 SF0333  NGVD 29 (07/19/86)  201.6    (m)          661.     (f) VERT ANG       
 SF0333
 SF0333.Superseded values are not recommended for survey control.
 SF0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0333.See file dsdata.txt to determine how the superseded data were derived.
 SF0333
 SF0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN4601239840(NAD 83)
 SF0333_MARKER: Z = SEE DESCRIPTION
 SF0333_SETTING: 0 = UNSPECIFIED SETTING
 SF0333
 SF0333  HISTORY     - Date     Condition        Report By
 SF0333  HISTORY     - 1975     MONUMENTED       IBC
 SF0333  HISTORY     - 1976     SEE DESCRIPTION  NGS
 SF0333
 SF0333                          STATION DESCRIPTION
 SF0333
 SF0333'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1975 (CRM)
 SF0333'THE REFERENCE MONUMENT IS LOCATED ABOUT 5 MILES SOUTHWEST OF
 SF0333'EDMUNDSTON, NEW BRUNSWICK, 1-1/2 MILES NORTH OF ST. HILAIRE,
 SF0333'NEW BRUNSWICK, AND ON ROAD RIGHT-OF-WAY.
 SF0333'
 SF0333'TO REACH FROM THE CATHOLIC CHURCH IN ST. HILAIRE, GO EAST AND
 SF0333'NORTH ON PROVINCIAL ROUTE 120 FOR 1.6 MILES TO A SIDE ROAD
 SF0333'LEFT.  TURN LEFT AND GO WEST FOR 0.1 MILE TO THE REFERENCE MONUMENT
 SF0333'ON THE RIGHT, NORTH, SIDE OF THE ROAD.
 SF0333'
 SF0333'THE REFERENCE MONUMENT, STAMPED C-65-75 1975, IS A BRONZE,
 SF0333'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0333'POST THAT IS 18 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT
 SF0333'IS 34 FEET NORTH OF THE CENTERLINE OF THE ROAD AND 6.3 FEET
 SF0333'EAST-SOUTHEAST OF A STEEL, WITNESS POST WITH METAL SIGN ATTACHED.
 SF0333'
 SF0333'REFERENCE MARK 1, STAMPED C-65-75 1 1975, IS A BRONZE, REFERENCE
 SF0333'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0333'12 INCHES IN DIAMETER, FLUSH WITH THE GROUND, AND ABOUT 2 FEET
 SF0333'LOWER THAN THE REFERENCE MONUMENT.  IT IS 39.7 FEET EAST OF THE
 SF0333'WITNESS POST AND 32 FEET NORTH OF THE CENTERLINE OF THE ROAD.
 SF0333'
 SF0333'REFERENCE MARK 2, STAMPED C-65-75 2 1975, IS A BRONZE, REFERENCE
 SF0333'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0333'12 INCHES IN DIAMETER, FLUSH WITH THE GROUND, AND ABOUT 2 FEET
 SF0333'HIGHER THAN THE REFERENCE MONUMENT.  IT IS 33 FEET NORTH OF THE
 SF0333'CENTERLINE OF THE ROAD AND 16.0 FEET WEST OF THE WITNESS POST.
 SF0333
 SF0333                          STATION RECOVERY (1976)
 SF0333
 SF0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CRM)
 SF0333'THE REFERENCE MONUMENT, REFERENCE MARK 1, AND REFERENCE MARK 2
 SF0333'WERE RECOVERED IN GOOD CONDITION.  THE 1975 DESCRIPTION IS
 SF0333'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0349 ***********************************************************************
 SF0349  DESIGNATION -  REFERENCE MON C 65A
 SF0349  PID         -  SF0349
 SF0349  STATE/COUNTY-  ME/AROOSTOOK
 SF0349  USGS QUAD   -  FRENCHVILLE (1986)
 SF0349
 SF0349                         *CURRENT SURVEY CONTROL
 SF0349  ___________________________________________________________________
 SF0349* NAD 83(1996)-  47 18 17.29108(N)    068 23 26.07646(W)     ADJUSTED  
 SF0349* NAVD 88     -       178.8    (meters)     587.     (feet)  VERTCON   
 SF0349  ___________________________________________________________________
 SF0349  LAPLACE CORR-           5.43  (seconds)                    DEFLEC99
 SF0349  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 SF0349
 SF0349  HORZ ORDER  -  SECOND
 SF0349
 SF0349.The horizontal coordinates were established by classical geodetic methods
 SF0349.and adjusted by the National Geodetic Survey in March 1998..
 SF0349
 SF0349.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0349
 SF0349.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0349
 SF0349.The geoid height was determined by GEOID03.
 SF0349
 SF0349;                    North         East     Units Scale Factor Converg.
 SF0349;SPC ME E     -   404,312.461   308,274.016   MT  0.99990084   +0 04 49.5
 SF0349;UTM  19      - 5,239,216.745   546,067.535   MT  0.99962608   +0 26 52.5
 SF0349
 SF0349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0349!SPC ME E     -   0.99997574  x   0.99990084  =   0.99987659
 SF0349!UTM  19      -   0.99997574  x   0.99962608  =   0.99960183
 SF0349
 SF0349|---------------------------------------------------------------------|
 SF0349| PID    Reference Object                     Distance      Geod. Az  |
 SF0349|                                                           dddmmss.s |
 SF0349| DA5291 REFERENCE MON C 65A RM 1              8.699 METERS 00217     |
 SF0349| SF0262 MADAWASKA CAB TV MAST IBC 1973      APPROX. 4.3 KM 0492030.7 |
 SF0349| SF0347 REFERENCE MON S 67                  APPROX. 1.0 KM 0705934.5 |
 SF0349| DA5292 REFERENCE MON C 65A RM 2              8.853 METERS 18627     |
 SF0349|---------------------------------------------------------------------|
 SF0349
 SF0349                          SUPERSEDED SURVEY CONTROL
 SF0349
 SF0349  NAD 83(1992)-  47 18 17.28657(N)    068 23 26.07312(W) AD(       ) 2
 SF0349  NAD 83(1986)-  47 18 17.29254(N)    068 23 26.06600(W) AD(       ) 2
 SF0349  NAD 27      -  47 18 17.15461(N)    068 23 27.90922(W) AD(       ) 2
 SF0349  NGVD 29 (07/19/86)  178.9    (m)          587.     (f) VERT ANG       
 SF0349
 SF0349.Superseded values are not recommended for survey control.
 SF0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0349.See file dsdata.txt to determine how the superseded data were derived.
 SF0349
 SF0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN4606839217(NAD 83)
 SF0349_MARKER: Z = SEE DESCRIPTION
 SF0349_SETTING: 0 = UNSPECIFIED SETTING
 SF0349
 SF0349  HISTORY     - Date     Condition        Report By
 SF0349  HISTORY     - 1976     MONUMENTED       IBC
 SF0349
 SF0349                          STATION DESCRIPTION
 SF0349
 SF0349'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1976 (CRM)
 SF0349'THE MONUMENT IS LOCATED ABOUT 1-1/4 MILES NORTHEAST OF ST. HILAIRE,
 SF0349'NEW BRUNSWICK AND ON HIGHWAY RIGHT-OF-WAY.
 SF0349'
 SF0349'TO REACH FROM THE CATHOLIC CHURCH IN ST. HILAIRE, GO EAST AND
 SF0349'NORTH ON PROVINCIAL ROUTE 120 FOR 0.9 MILE TO A BRIDGE OVER
 SF0349'MICHAUD BROOK.  CONTINUE AHEAD, NORTH, ON PROVINCIAL ROUTE 120
 SF0349'FOR 0.4 MILE TO THE MONUMENT ON THE RIGHT, EAST, SIDE OF THE
 SF0349'HIGHWAY.
 SF0349'
 SF0349'THE REFERENCE MONUMENT, STAMPED C-65A-76 1976, IS A BRONZE,
 SF0349'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0349'POST THAT IS 18 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT
 SF0349'IS 25.4 METERS SOUTH OF THE CENTERLINE OF A FIELD ENTRANCE, 9.1
 SF0349'METERS EAST OF THE CENTERLINE OF THE HIGHWAY, AND 2.44 METERS
 SF0349'SOUTHEAST OF A STEEL, WITNESS POST WITH METAL SIGN ATTACHED.
 SF0349'
 SF0349'REFERENCE MARK 1, STAMPED C-65A-76 1 1976, IS A BRONZE, REFERENCE
 SF0349'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0349'12 INCHES IN DIAMETER, FLUSH WITH THE GROUND, AND 0.38 METER
 SF0349'HIGHER THAN THE REFERENCE MONUMENT.  IT IS 16.7 METERS SOUTH OF
 SF0349'THE CENTERLINE OF THE FIELD ENTRANCE, 8.4 METERS EAST OF THE
 SF0349'CENTERLINE OF THE HIGHWAY, AND 6.53 METERS NORTH OF THE WITNESS
 SF0349'POST.
 SF0349'
 SF0349'REFERENCE MARK 2, STAMPED C-65A-76 2 1976, IS A BRONZE, REFERENCE
 SF0349'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0349'12 INCHES IN DIAMETER, FLUSH WITH THE GROUND, AND 0.28 METER
 SF0349'LOWER THAN THE REFERENCE MONUMENT.  IT IS 11.08 METERS
 SF0349'SOUTH-SOUTHEAST OF THE WITNESS POST AND 9.0 METERS EAST OF THE
 SF0349'CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0330 ***********************************************************************
 SF0330  DESIGNATION -  REFERENCE MON C 66A
 SF0330  PID         -  SF0330
 SF0330  STATE/COUNTY-  ME/AROOSTOOK
 SF0330  USGS QUAD   -  FRENCHVILLE (1986)
 SF0330
 SF0330                         *CURRENT SURVEY CONTROL
 SF0330  ___________________________________________________________________
 SF0330* NAD 83(1996)-  47 17 41.85308(N)    068 23 43.59495(W)     ADJUSTED  
 SF0330* NAVD 88     -       192.5    (meters)     632.     (feet)  VERTCON   
 SF0330  ___________________________________________________________________
 SF0330  LAPLACE CORR-           5.05  (seconds)                    DEFLEC99
 SF0330  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 SF0330
 SF0330  HORZ ORDER  -  SECOND
 SF0330
 SF0330.The horizontal coordinates were established by classical geodetic methods
 SF0330.and adjusted by the National Geodetic Survey in March 1998..
 SF0330
 SF0330.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0330
 SF0330.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0330
 SF0330.The geoid height was determined by GEOID03.
 SF0330
 SF0330;                    North         East     Units Scale Factor Converg.
 SF0330;SPC ME E     -   403,217.655   307,907.523   MT  0.99990077   +0 04 36.6
 SF0330;UTM  19      - 5,238,119.913   545,708.170   MT  0.99962568   +0 26 39.4
 SF0330
 SF0330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0330!SPC ME E     -   0.99997360  x   0.99990077  =   0.99987437
 SF0330!UTM  19      -   0.99997360  x   0.99962568  =   0.99959929
 SF0330
 SF0330|---------------------------------------------------------------------|
 SF0330| PID    Reference Object                     Distance      Geod. Az  |
 SF0330|                                                           dddmmss.s |
 SF0330| DA5293 REFERENCE MON C 66A RM 1              5.010 METERS 00013     |
 SF0330| DA5294 REFERENCE MON C 66A RM 2              8.199 METERS 18213     |
 SF0330| SF0327 ST HILAIRE CATH CH DOME             APPROX. 0.6 KM 2095922.8 |
 SF0330| SF0331 C66 IBC 1910                        254.656 METERS 29907     |
 SF0330|---------------------------------------------------------------------|
 SF0330
 SF0330                          SUPERSEDED SURVEY CONTROL
 SF0330
 SF0330  NAD 83(1992)-  47 17 41.84860(N)    068 23 43.59152(W) AD(       ) 2
 SF0330  NAD 83(1986)-  47 17 41.85465(N)    068 23 43.58484(W) AD(       ) 2
 SF0330  NAD 27      -  47 17 41.71648(N)    068 23 45.42882(W) AD(       ) 2
 SF0330  NGVD 29 (07/19/86)  192.6    (m)          632.     (f) VERT ANG       
 SF0330
 SF0330.Superseded values are not recommended for survey control.
 SF0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0330.See file dsdata.txt to determine how the superseded data were derived.
 SF0330
 SF0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN4570838120(NAD 83)
 SF0330_MARKER: Z = SEE DESCRIPTION
 SF0330_SETTING: 0 = UNSPECIFIED SETTING
 SF0330
 SF0330  HISTORY     - Date     Condition        Report By
 SF0330  HISTORY     - 1975     MONUMENTED       IBC
 SF0330  HISTORY     - 1976     SEE DESCRIPTION  NGS
 SF0330
 SF0330                          STATION DESCRIPTION
 SF0330
 SF0330'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1975 (CRM)
 SF0330'THE REFERENCE MONUMENT IS LOCATED ABOUT 1/2 MILE NORTHEAST OF
 SF0330'ST. HILAIRE, NEW BRUNSWICK, IN A HEDGEROW BETWEEN TWO FIELDS,
 SF0330'ABOUT 300 FEET SOUTHEAST OF A LARGE ROCK PILE THAT IS COVERED
 SF0330'WITH BRUSH, AND ON PROPERTY OWNED BY MR. EUGENE DURETTE OF
 SF0330'EDMUNDSTON, NEW BRUNSWICK.
 SF0330'
 SF0330'TO REACH FROM THE CATHOLIC CHURCH IN ST. HILAIRE, GO EAST AND
 SF0330'NORTH ON PROVINCIAL ROUTE 120 FOR 0.6 MILE TO A FIELD ROAD ON
 SF0330'THE LEFT.  TURN LEFT AND GO WEST ON THE FIELD ROAD FOR ABOUT 300
 SF0330'FEET TO A HEDGEROW.  CONTINUE AHEAD, WEST, ACROSS A FIELD, FOR
 SF0330'0.1 MILE TO A HEDGEROW.  TURN LEFT AND GO SOUTH, ALONG THE
 SF0330'HEDGEROW, FOR 0.1 MILE TO THE REFERENCE MONUMENT.
 SF0330'
 SF0330'THE REFERENCE MONUMENT, STAMPED C-66A-75 1975, IS A BRONZE,
 SF0330'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0330'POST THAT IS 18 INCHES IN DIAMETER AND 8 INCHES BELOW THE SURFACE
 SF0330'OF THE GROUND.  IT IS 27 FEET SOUTH OF THE SOUTH TREE OF TWIN
 SF0330'SPRUCE TREES AND 2.3 FEET EAST OF A STEEL, WITNESS POST WITH
 SF0330'METAL SIGN ATTACHED.
 SF0330'
 SF0330'REFERENCE MARK 1, STAMPED C-66A-75 1 1975, IS A BRONZE, REFERENCE
 SF0330'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT
 SF0330'IS 12 INCHES IN DIAMETER AND 3 INCHES BELOW THE SURFACE OF THE
 SF0330'GROUND.  IT IS 10 FEET SOUTH OF THE SOUTH TREE OF THE TWIN SPRUCE
 SF0330'TREES AND 1.8 FEET EAST OF A STEEL, WITNESS POST WITH METAL SIGN
 SF0330'ATTACHED.
 SF0330'
 SF0330'REFERENCE MARK 2, STAMPED C-66A-75 2 1975, IS A BRONZE,
 SF0330'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0330'POST THAT IS 12 INCHES IN DIAMETER AND 4 INCHES BELOW THE SURFACE
 SF0330'OF THE GROUND.  IT IS 53 FEET SOUTH OF THE SOUTH TREE OF THE
 SF0330'TWIN SPRUCE TREES AND 1.7 FEET EAST OF A STEEL, WITNESS POST
 SF0330'WITH METAL SIGN ATTACHED.
 SF0330
 SF0330                          STATION RECOVERY (1976)
 SF0330
 SF0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CRM)
 SF0330'THE REFERENCE MONUMENT, REFERENCE MARK 1, AND REFERENCE MARK 2
 SF0330'WERE RECOVERED IN GOOD CONDITION.  THE 1975 DESCRIPTION IS
 SF0330'ADEQUATE.
 SF0330'
 SF0330'REFERENCE MARK 1 IS 0.38 METER HIGHER THAN THE REFERENCE
 SF0330'MONUMENT.  REFERENCE MARK 2 IS 0.07 METER HIGHER THAN THE
 SF0330'REFERENCE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0326 ***********************************************************************
 SF0326  DESIGNATION -  REFERENCE MON C 67A
 SF0326  PID         -  SF0326
 SF0326  STATE/COUNTY-  ME/AROOSTOOK
 SF0326  USGS QUAD   -  FRENCHVILLE (1986)
 SF0326
 SF0326                         *CURRENT SURVEY CONTROL
 SF0326  ___________________________________________________________________
 SF0326* NAD 83(1996)-  47 17 23.45180(N)    068 24 43.07217(W)     ADJUSTED  
 SF0326* NAVD 88     -       151.5    (meters)     497.     (feet)  VERTCON   
 SF0326  ___________________________________________________________________
 SF0326  LAPLACE CORR-           5.17  (seconds)                    DEFLEC99
 SF0326  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 SF0326
 SF0326  HORZ ORDER  -  SECOND
 SF0326
 SF0326.The horizontal coordinates were established by classical geodetic methods
 SF0326.and adjusted by the National Geodetic Survey in March 1998..
 SF0326
 SF0326.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0326.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0326
 SF0326.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0326
 SF0326.The geoid height was determined by GEOID03.
 SF0326
 SF0326;                    North         East     Units Scale Factor Converg.
 SF0326;SPC ME E     -   402,647.894   306,658.667   MT  0.99990054   +0 03 52.9
 SF0326;UTM  19      - 5,237,542.314   544,463.335   MT  0.99962430   +0 25 55.5
 SF0326
 SF0326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0326!SPC ME E     -   0.99998003  x   0.99990054  =   0.99988057
 SF0326!UTM  19      -   0.99998003  x   0.99962430  =   0.99960434
 SF0326
 SF0326:                Primary Azimuth Mark                     Grid Az
 SF0326:SPC ME E     -  ST HILAIRE CATH CH DOME                  086 23 23.7
 SF0326:UTM  19      -  ST HILAIRE CATH CH DOME                  086 01 21.1
 SF0326
 SF0326|---------------------------------------------------------------------|
 SF0326| PID    Reference Object                     Distance      Geod. Az  |
 SF0326|                                                           dddmmss.s |
 SF0326| SF0327 ST HILAIRE CATH CH DOME             APPROX. 1.0 KM 0862716.6 |
 SF0326| DA5295 REFERENCE MON C 67A RM 1             17.669 METERS 09049     |
 SF0326| DA5296 REFERENCE MON C 67A RM 2              5.629 METERS 22154     |
 SF0326|---------------------------------------------------------------------|
 SF0326
 SF0326                          SUPERSEDED SURVEY CONTROL
 SF0326
 SF0326  NAD 83(1992)-  47 17 23.44736(N)    068 24 43.06871(W) AD(       ) 2
 SF0326  NAD 83(1986)-  47 17 23.45370(N)    068 24 43.06225(W) AD(       ) 2
 SF0326  NAD 27      -  47 17 23.31440(N)    068 24 44.90539(W) AD(       ) 2
 SF0326  NGVD 29 (07/19/86)  151.6    (m)          497.     (f) VERT ANG       
 SF0326
 SF0326.Superseded values are not recommended for survey control.
 SF0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0326.See file dsdata.txt to determine how the superseded data were derived.
 SF0326
 SF0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN4446337542(NAD 83)
 SF0326_MARKER: Z = SEE DESCRIPTION
 SF0326_SETTING: 0 = UNSPECIFIED SETTING
 SF0326
 SF0326  HISTORY     - Date     Condition        Report By
 SF0326  HISTORY     - 1975     MONUMENTED       IBC
 SF0326  HISTORY     - 1976     SEE DESCRIPTION  NGS
 SF0326
 SF0326                          STATION DESCRIPTION
 SF0326
 SF0326'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1975 (CRM)
 SF0326'THE REFERENCE MONUMENT IS LOCATED IN THE WEST PART OF ST. HILAIRE,
 SF0326'NEW BRUNSWICK, ON RAILROAD RIGHT-OF-WAY, AND AT THE BASE OF A
 SF0326'STEEP BANK THAT IS ABOUT 20 FEET HIGH.
 SF0326'
 SF0326'TO REACH FROM THE CATHOLIC CHURCH IN ST. HILAIRE, GO WEST ON
 SF0326'PROVINCIAL ROUTE 120 FOR 0.6 MILE TO A SIDE ROAD LEFT.  TURN
 SF0326'SHARP LEFT AND GO SOUTHEAST ON A GRAVELED ROAD FOR ABOUT 75 FEET
 SF0326'TO THE REFERENCE MONUMENT ON THE RIGHT.
 SF0326'
 SF0326'THE REFERENCE MONUMENT, STAMPED C-67A-75 1975, IS A BRONZE,
 SF0326'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0326'POST THAT IS 18 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT
 SF0326'IS 148 FEET WEST-NORTHWEST OF A RAILROAD CROSSING, 93 FEET
 SF0326'SOUTHWEST OF THE CENTERLINE OF THE ROAD, 31 FEET NORTH OF THE
 SF0326'NORTH RAIL OF THE RAILROAD TRACK, AND 6.0 FEET SOUTHWEST OF A
 SF0326'STEEL, WITNESS POST WITH METAL SIGN ATTACHED.
 SF0326'
 SF0326'REFERENCE MARK 1, STAMPED C-67A-75 1 1975, IS A BRONZE, REFERENCE
 SF0326'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT
 SF0326'IS 12 INCHES IN DIAMETER AND PROJECTS 3 INCHES.  IT IS 90 FEET
 SF0326'WEST-NORTHWEST OF THE RAILROAD CROSSING, 76 FEET SOUTHWEST OF THE
 SF0326'CENTERLINE OF THE ROAD, 52.4 FEET EAST-SOUTHEAST OF THE WITNESS
 SF0326'POST, AND 16 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD TRACK.
 SF0326'
 SF0326'REFERENCE MARK 2, STAMPED C-67A-75 2 1975, IS A BRONZE,
 SF0326'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0326'POST THAT IS 12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT
 SF0326'IS 24.3 FEET SOUTHWEST OF THE WITNESS POST AND 21 FEET NORTH OF
 SF0326'THE NORTH RAIL OF THE RAILROAD TRACK.
 SF0326'
 SF0326'IT IS 71.46 FEET OR 21.780 METERS BETWEEN THE REFERENCE MARKS.
 SF0326'
 SF0326'NOTE--THE REFERENCE MARKS WERE LOCATED WITH SUCH CHECKS AND
 SF0326'ACCURACY THAT THEY MAY BE USED IN LIEU OF LOST REFERENCE MONUMENT.
 SF0326
 SF0326                          STATION RECOVERY (1976)
 SF0326
 SF0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CRM)
 SF0326'THE MONUMENT AND REFERENCE MARKS WERE RECOVERED IN GOOD
 SF0326'CONDITION.  THE 1975 DESCRIPTION IS ADEQUATE.  THE MONUMENT
 SF0326'WAS USED FOR CHECK ANGLE PURPOSES ONLY AND WAS NOT OCCUPIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0329 ***********************************************************************
 SF0329  DESIGNATION -  REFERENCE MON C 68A
 SF0329  PID         -  SF0329
 SF0329  STATE/COUNTY-  ME/AROOSTOOK
 SF0329  USGS QUAD   -  FRENCHVILLE (1986)
 SF0329
 SF0329                         *CURRENT SURVEY CONTROL
 SF0329  ___________________________________________________________________
 SF0329* NAD 83(1996)-  47 17 26.51054(N)    068 26 16.66470(W)     ADJUSTED  
 SF0329* NAVD 88     -       173.0    (meters)     568.     (feet)  VERTCON   
 SF0329  ___________________________________________________________________
 SF0329  LAPLACE CORR-           5.37  (seconds)                    DEFLEC99
 SF0329  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 SF0329
 SF0329  HORZ ORDER  -  SECOND
 SF0329
 SF0329.The horizontal coordinates were established by classical geodetic methods
 SF0329.and adjusted by the National Geodetic Survey in March 1998..
 SF0329
 SF0329.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0329.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0329
 SF0329.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0329
 SF0329.The geoid height was determined by GEOID03.
 SF0329
 SF0329;                    North         East     Units Scale Factor Converg.
 SF0329;SPC ME E     -   402,740.453   304,692.209   MT  0.99990027   +0 02 44.1
 SF0329;UTM  19      - 5,237,622.239   542,496.870   MT  0.99962219   +0 24 46.8
 SF0329
 SF0329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0329!SPC ME E     -   0.99997667  x   0.99990027  =   0.99987694
 SF0329!UTM  19      -   0.99997667  x   0.99962219  =   0.99959886
 SF0329
 SF0329|---------------------------------------------------------------------|
 SF0329| PID    Reference Object                     Distance      Geod. Az  |
 SF0329|                                                           dddmmss.s |
 SF0329| SF0328 C68 IBC 1910                        107.070 METERS 09619     |
 SF0329| SF0324 S72 IBC 1954                        APPROX. 1.5 KM 1451725.3 |
 SF0329| SF0323 REFERENCE MON S 72A                 APPROX. 1.9 KM 1512538.0 |
 SF0329| DA5297 REFERENCE MON C 68A RM 1             19.851 METERS 25808     |
 SF0329|---------------------------------------------------------------------|
 SF0329
 SF0329                          SUPERSEDED SURVEY CONTROL
 SF0329
 SF0329  NAD 83(1992)-  47 17 26.50606(N)    068 26 16.66121(W) AD(       ) 2
 SF0329  NAD 83(1986)-  47 17 26.51276(N)    068 26 16.65489(W) AD(       ) 2
 SF0329  NAD 27      -  47 17 26.37162(N)    068 26 18.49581(W) AD(       ) 2
 SF0329  NGVD 29 (07/19/86)  173.1    (m)          568.     (f) VERT ANG       
 SF0329
 SF0329.Superseded values are not recommended for survey control.
 SF0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0329.See file dsdata.txt to determine how the superseded data were derived.
 SF0329
 SF0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN4249737622(NAD 83)
 SF0329_MARKER: Z = SEE DESCRIPTION
 SF0329_SETTING: 0 = UNSPECIFIED SETTING
 SF0329
 SF0329  HISTORY     - Date     Condition        Report By
 SF0329  HISTORY     - 1975     MONUMENTED       IBC
 SF0329  HISTORY     - 1976     SEE DESCRIPTION  NGS
 SF0329
 SF0329                          STATION DESCRIPTION
 SF0329
 SF0329'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1975 (CRM)
 SF0329'THE REFERENCE MONUMENT IS LOCATED ABOUT 1-3/4 MILES WEST OF
 SF0329'ST. HILAIRE, NEW BRUNSWICK, ON THE SOUTHEAST SIDE OF A LOW RISE,
 SF0329'IN A FIELD THAT HAS A LARGE NUMBER OF YOUNG, SPRUCE TREES, AND
 SF0329'ON PROPERTY OWNED BY MR. EUGENE DURETTE OF EDMUNDSTON.
 SF0329'
 SF0329'TO REACH FROM THE CATHOLIC CHURCH IN ST. HILAIRE, GO WESTERLY
 SF0329'ON PROVINCIAL ROUTE 120 FOR 2.0 MILES TO A HOUSE ON THE LEFT
 SF0329'AND A FIELD ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTH ON THE
 SF0329'FIELD ROAD FOR 0.15 MILE TO THE END OF TRUCK TRAVEL.  PACK
 SF0329'EAST FOR ABOUT 150 FEET TO A LOW RISE AND THE REFERENCE
 SF0329'MONUMENT.
 SF0329'
 SF0329'THE REFERENCE MONUMENT, STAMPED C-68A-75 1975, IS A BRONZE,
 SF0329'REFERENCE MONUMENT DISK CEMENTED IN A DRILL HOLE IN BEDROCK.
 SF0329'
 SF0329'REFERENCE MARK 1, STAMPED C-68A-75 1 1975, IS A BRONZE,
 SF0329'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT
 SF0329'IS ABOUT 4 FEET LOWER THAN THE REFERENCE MONUMENT.
 SF0329'
 SF0329'DISTANC  TO REF MON C-68 MEASURED WITH AN ELECTRO-OPTICAL INSTRUMENT.
 SF0329'(A RANGER IV).
 SF0329
 SF0329                          STATION RECOVERY (1976)
 SF0329
 SF0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CRM)
 SF0329'THE REFERENCE MONUMENT, REFERENCE MONUMENT C-68, AND REFERENCE
 SF0329'MARK 1 WERE RECOVERED IN GOOD CONDITION.  THE 1975 DESCRIPTION IS
 SF0329'ADEQUATE.
 SF0329'
 SF0329'REFERENCE MARK 1 IS 2.04 METERS LOWER THAN THE REFERENCE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0356 ***********************************************************************
 SF0356  DESIGNATION -  REFERENCE MON C 68B
 SF0356  PID         -  SF0356
 SF0356  STATE/COUNTY-  ME/AROOSTOOK
 SF0356  USGS QUAD   -  FRENCHVILLE (1986)
 SF0356
 SF0356                         *CURRENT SURVEY CONTROL
 SF0356  ___________________________________________________________________
 SF0356* NAD 83(1996)-  47 17 26.71195(N)    068 26 59.93728(W)     ADJUSTED  
 SF0356* NAVD 88     -       155.9    (meters)     511.     (feet)  VERTCON   
 SF0356  ___________________________________________________________________
 SF0356  LAPLACE CORR-           5.52  (seconds)                    DEFLEC99
 SF0356  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 SF0356
 SF0356  HORZ ORDER  -  SECOND
 SF0356
 SF0356.The horizontal coordinates were established by classical geodetic methods
 SF0356.and adjusted by the National Geodetic Survey in March 1998..
 SF0356
 SF0356.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0356
 SF0356.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0356
 SF0356.The geoid height was determined by GEOID03.
 SF0356
 SF0356;                    North         East     Units Scale Factor Converg.
 SF0356;SPC ME E     -   402,746.019   303,783.061   MT  0.99990018   +0 02 12.3
 SF0356;UTM  19      - 5,237,621.976   541,587.958   MT  0.99962126   +0 24 15.0
 SF0356
 SF0356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0356!SPC ME E     -   0.99997935  x   0.99990018  =   0.99987953
 SF0356!UTM  19      -   0.99997935  x   0.99962126  =   0.99960062
 SF0356
 SF0356:                Primary Azimuth Mark                     Grid Az
 SF0356:SPC ME E     -  REFERENCE MON C 68A                      090 21 02.8
 SF0356:UTM  19      -  REFERENCE MON C 68A                      089 59 00.1
 SF0356
 SF0356|---------------------------------------------------------------------|
 SF0356| PID    Reference Object                     Distance      Geod. Az  |
 SF0356|                                                           dddmmss.s |
 SF0356| SF0329 REFERENCE MON C 68A                 APPROX. 0.9 KM 0902315.1 |
 SF0356| DA5298 REFERENCE MON C 68B RM 1              7.931 METERS 12001     |
 SF0356| DA5299 REFERENCE MON C 68B RM 2              5.270 METERS 30214     |
 SF0356|---------------------------------------------------------------------|
 SF0356
 SF0356                          SUPERSEDED SURVEY CONTROL
 SF0356
 SF0356  NAD 83(1992)-  47 17 26.70742(N)    068 26 59.93376(W) AD(       ) 2
 SF0356  NAD 83(1986)-  47 17 26.71419(N)    068 26 59.92747(W) AD(       ) 2
 SF0356  NAD 27      -  47 17 26.57258(N)    068 27 01.76721(W) AD(       ) 2
 SF0356  NGVD 29 (07/19/86)  156.0    (m)          512.     (f) VERT ANG       
 SF0356
 SF0356.Superseded values are not recommended for survey control.
 SF0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0356.See file dsdata.txt to determine how the superseded data were derived.
 SF0356
 SF0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN4158837622(NAD 83)
 SF0356_MARKER: Z = SEE DESCRIPTION
 SF0356_SETTING: 0 = UNSPECIFIED SETTING
 SF0356
 SF0356  HISTORY     - Date     Condition        Report By
 SF0356  HISTORY     - 1976     MONUMENTED       IBC
 SF0356
 SF0356                          STATION DESCRIPTION
 SF0356
 SF0356'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1976 (CRM)
 SF0356'THE MONUMENT IS LOCATED ABOUT 3 MILES EAST-SOUTHEAST OF BAKER
 SF0356'BROOK, NEW BRUNSWICK, 2-1/4 MILES WEST OF ST. HILAIRE, NEW
 SF0356'BRUNSWICK, 155 FEET EAST-SOUTHEAST OF A SMALL TWO-STORY HOUSE,
 SF0356'AND ON HIGHWAY RIGHT-OF-WAY.
 SF0356'
 SF0356'TO REACH FROM THE CATHOLIC CHURCH IN ST. HILAIRE, GO WEST ON
 SF0356'PROVINCIAL ROUTE 120 FOR 2.2 MILES TO A CEMETERY ON THE RIGHT SIDE
 SF0356'OF THE HIGHWAY.  CONTINUE AHEAD, WESTERLY, ON PROVINCIAL ROUTE
 SF0356'120 FOR 0.4 MILE TO THE MONUMENT ON THE LEFT, SOUTH, SIDE OF THE
 SF0356'HIGHWAY.
 SF0356'
 SF0356'THE REFERENCE MONUMENT, STAMPED C-68B-76 1976, IS A BRONZE,
 SF0356'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0356'POST THAT IS 18 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT
 SF0356'IS 37 FEET EAST OF THE CENTERLINE OF A FIELD ENTRANCE, 27 FEET
 SF0356'SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 5.6 FEET
 SF0356'WEST-NORTHWEST OF A STEEL WITNESS POST WITH METAL SIGN ATTACHED.
 SF0356'
 SF0356'REFERENCE MARK 1, STAMPED C-68B-76 1 1976, IS A BRONZE, REFERENCE
 SF0356'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0356'12 INCHES IN DIAMETER, FLUSH WITH THE GROUND, AND 0.35 METER
 SF0356'LOWER THAN THE REFERENCE MONUMENT.  IT IS 27 FEET SOUTH OF THE
 SF0356'CENTERLINE OF THE HIGHWAY AND 20.6 FEET EAST OF THE WITNESS POST.
 SF0356'
 SF0356'REFERENCE MARK 2, STAMPED C-68B-76 2 1976, IS A BRONZE, REFERENCE
 SF0356'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0356'12 INCHES IN DIAMETER, FLUSH WITH THE GROUND, AND 0.19 METER
 SF0356'HIGHER THAN THE REFERENCE MONUMENT.  IT IS 26 FEET SOUTH OF THE
 SF0356'CENTERLINE OF THE HIGHWAY, 22.7 FEET WEST OF THE WITNESS POST,
 SF0356'AND 20 FEET EAST OF THE CENTERLINE OF THE FIELD ENTRANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0370 ***********************************************************************
 SF0370  DESIGNATION -  REFERENCE MON C 69A
 SF0370  PID         -  SF0370
 SF0370  STATE/COUNTY-  ME/AROOSTOOK
 SF0370  USGS QUAD   -  FRENCHVILLE (1986)
 SF0370
 SF0370                         *CURRENT SURVEY CONTROL
 SF0370  ___________________________________________________________________
 SF0370* NAD 83(1996)-  47 17 45.13838(N)    068 27 29.25817(W)     ADJUSTED  
 SF0370* NAVD 88     -       166.5    (meters)     546.     (feet)  VERTCON   
 SF0370  ___________________________________________________________________
 SF0370  LAPLACE CORR-           6.27  (seconds)                    DEFLEC99
 SF0370  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 SF0370
 SF0370  HORZ ORDER  -  SECOND
 SF0370
 SF0370.The horizontal coordinates were established by classical geodetic methods
 SF0370.and adjusted by the National Geodetic Survey in March 1998..
 SF0370
 SF0370.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0370
 SF0370.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0370
 SF0370.The geoid height was determined by GEOID03.
 SF0370
 SF0370;                    North         East     Units Scale Factor Converg.
 SF0370;SPC ME E     -   403,314.651   303,166.732   MT  0.99990012   +0 01 50.8
 SF0370;UTM  19      - 5,238,186.486   540,968.169   MT  0.99962063   +0 23 53.6
 SF0370
 SF0370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0370!SPC ME E     -   0.99997769  x   0.99990012  =   0.99987781
 SF0370!UTM  19      -   0.99997769  x   0.99962063  =   0.99959833
 SF0370
 SF0370|---------------------------------------------------------------------|
 SF0370| PID    Reference Object                     Distance      Geod. Az  |
 SF0370|                                                           dddmmss.s |
 SF0370| SF0369 C69 IBC 1910                          8.701 METERS 02403     |
 SF0370| DA5300 REFERENCE MON C 69A RM 1              4.192 METERS 20258     |
 SF0370| SF0361 REFERENCE MON S 74A                 APPROX. 1.0 KM 2444823.2 |
 SF0370|---------------------------------------------------------------------|
 SF0370
 SF0370                          SUPERSEDED SURVEY CONTROL
 SF0370
 SF0370  NAD 83(1992)-  47 17 45.13377(N)    068 27 29.25472(W) AD(       ) 2
 SF0370  NAD 83(1986)-  47 17 45.14053(N)    068 27 29.24848(W) AD(       ) 2
 SF0370  NAD 27      -  47 17 44.99772(N)    068 27 31.08825(W) AD(       ) 2
 SF0370  NGVD 29 (07/19/86)  166.6    (m)          547.     (f) VERT ANG       
 SF0370
 SF0370.Superseded values are not recommended for survey control.
 SF0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0370.See file dsdata.txt to determine how the superseded data were derived.
 SF0370
 SF0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN4096838186(NAD 83)
 SF0370_MARKER: Z = SEE DESCRIPTION
 SF0370_SETTING: 0 = UNSPECIFIED SETTING
 SF0370
 SF0370  HISTORY     - Date     Condition        Report By
 SF0370  HISTORY     - 1976     MONUMENTED       IBC
 SF0370
 SF0370                          STATION DESCRIPTION
 SF0370
 SF0370'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1976 (CRM)
 SF0370'THE MONUMENT IS LOCATED ABOUT 2-1/2 MILES WEST OF ST. HILAIRE,
 SF0370'NEW BRUNSWICK, 2-1/2 MILES EAST-SOUTHEAST OF BAKER BROOK, NEW
 SF0370'BRUNSWICK, AT THE EAST EDGE OF A PASTURE, 150 FEET SOUTH OF THE
 SF0370'HIGHEST POINT IN THE IMMEDIATE VICINITY, AND ON PROPERTY OWNED BY
 SF0370'MR. NORMAN CYR.
 SF0370'
 SF0370'TO REACH FROM THE CATHOLIC CHURCH IN ST. HILAIRE, GO WESTERLY
 SF0370'ON PROVINCIAL ROUTE 120 FOR 2.2 MILES TO A CEMETERY ON THE RIGHT
 SF0370'SIDE OF THE HIGHWAY.  CONTINUE AHEAD, WESTERLY, ON PROVINCIAL
 SF0370'ROUTE 120 FOR 1.0 MILE TO A DRIVEWAY ON THE RIGHT LEADING TO THE
 SF0370'CYR RESIDENCE.  TURN RIGHT AND GO NORTH-NORTHEAST ON THE DRIVEWAY
 SF0370'AND A FIELD ROAD, PASSING BETWEEN THE HOUSE AND BARN AND THROUGH
 SF0370'TWO GATES, FOR 0.2 MILE TO THE MONUMENT.
 SF0370'
 SF0370'THE REFERENCE MONUMENT, STAMPED C-69A-76 1976, IS A BRONZE,
 SF0370'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0370'POST THAT IS 18 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT
 SF0370'IS 4.4 FEET SOUTHWEST OF A STEEL WITNESS POST WITH METAL SIGN
 SF0370'ATTACHED AND 3 FEET WEST OF A FENCE.
 SF0370'
 SF0370'REFERENCE MARK 1, STAMPED C-69A-76 1 1976, IS A BRONZE, REFERENCE
 SF0370'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0370'12 INCHES IN DIAMETER, FLUSH WITH THE GROUND, AND ABOUT 2 FEET
 SF0370'LOWER THAN THE REFERENCE MONUMENT.  IT IS 17.6 FEET
 SF0370'SOUTH-SOUTHWEST OF THE WITNESS POST AND 5 FEET WEST OF A FENCE.
 SF0370'
 SF0370'REFERENCE MONUMENT C-69 IS A 10-INCH SQUARE, CONCRETE SPIKE,
 SF0370'PYRAMID-SHAPED ON TOP, THAT PROJECTS 2 FEET ABOVE A 3-FOOT SQUARE,
 SF0370'CONCRETE BASE.  CANADA, 1910 AND NO C-69 IS CAST IN THE CONCRETE
 SF0370'BASE.  IT IS 24.9 FEET NORTH OF THE WITNESS POST, 1.5 FEET EAST
 SF0370'OF A FENCE, AND 1.63 METERS HIGHER THAN THE REFERENCE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0332 ***********************************************************************
 SF0332  DESIGNATION -  REFERENCE MON C 70
 SF0332  PID         -  SF0332
 SF0332  STATE/COUNTY-  ME/AROOSTOOK
 SF0332  USGS QUAD   -  FRENCHVILLE (1986)
 SF0332
 SF0332                         *CURRENT SURVEY CONTROL
 SF0332  ___________________________________________________________________
 SF0332* NAD 83(1996)-  47 18 16.95399(N)    068 27 53.13404(W)     ADJUSTED  
 SF0332* NAVD 88     -       213.4    (meters)     700.     (feet)  VERTCON   
 SF0332  ___________________________________________________________________
 SF0332  LAPLACE CORR-           6.56  (seconds)                    DEFLEC99
 SF0332  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 SF0332
 SF0332  HORZ ORDER  -  SECOND
 SF0332
 SF0332.The horizontal coordinates were established by classical geodetic methods
 SF0332.and adjusted by the National Geodetic Survey in March 1998..
 SF0332
 SF0332.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0332
 SF0332.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0332
 SF0332.The geoid height was determined by GEOID03.
 SF0332
 SF0332;                    North         East     Units Scale Factor Converg.
 SF0332;SPC ME E     -   404,296.848   302,664.712   MT  0.99990009   +0 01 33.2
 SF0332;UTM  19      - 5,239,165.169   540,460.002   MT  0.99962012   +0 23 36.2
 SF0332
 SF0332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0332!SPC ME E     -   0.99997034  x   0.99990009  =   0.99987044
 SF0332!UTM  19      -   0.99997034  x   0.99962012  =   0.99959047
 SF0332
 SF0332|---------------------------------------------------------------------|
 SF0332| PID    Reference Object                     Distance      Geod. Az  |
 SF0332|                                                           dddmmss.s |
 SF0332| SF0360 REFERENCE MON C 70A                 218.351 METERS 00253     |
 SF0332| DA5303 REFERENCE MON C 70 RM 1              10.477 METERS 00851     |
 SF0332| SF0370 REFERENCE MON C 69A                 APPROX. 1.1 KM 1525712.3 |
 SF0332| DA5304 REFERENCE MON C 70 RM 2              13.554 METERS 19409     |
 SF0332|---------------------------------------------------------------------|
 SF0332
 SF0332                          SUPERSEDED SURVEY CONTROL
 SF0332
 SF0332  NAD 83(1992)-  47 18 16.94929(N)    068 27 53.13066(W) AD(       ) 2
 SF0332  NAD 83(1986)-  47 18 16.95604(N)    068 27 53.12433(W) AD(       ) 2
 SF0332  NAD 27      -  47 18 16.81287(N)    068 27 54.96325(W) AD(       ) 2
 SF0332  NGVD 29 (07/19/86)  213.5    (m)          700.     (f) VERT ANG       
 SF0332
 SF0332.Superseded values are not recommended for survey control.
 SF0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0332.See file dsdata.txt to determine how the superseded data were derived.
 SF0332
 SF0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN4046039165(NAD 83)
 SF0332_MARKER: Z = SEE DESCRIPTION
 SF0332_SETTING: 0 = UNSPECIFIED SETTING
 SF0332
 SF0332  HISTORY     - Date     Condition        Report By
 SF0332  HISTORY     - 1975     MONUMENTED       IBC
 SF0332  HISTORY     - 1976     SEE DESCRIPTION  NGS
 SF0332
 SF0332                          STATION DESCRIPTION
 SF0332
 SF0332'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1975 (CRM)
 SF0332'THE REFERENCE MONUMENT IS LOCATED ABOUT 3 MILES WEST-NORTHWEST
 SF0332'OF ST. HILAIRE, NEW BRUNSWICK, ON THE SOUTH SLOPE OF A HIGH
 SF0332'RIDGE, AND ON ROAD RIGHT-OF-WAY.
 SF0332'
 SF0332'TO REACH FROM THE CATHOLIC CHURCH IN ST. HILAIRE, GO WEST AND
 SF0332'NORTHWEST ON PROVINCIAL ROUTE 120 FOR 3.5 MILES TO A SIDE ROAD
 SF0332'RIGHT.  TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 0.5 MILE
 SF0332'TO THE REFERENCE MONUMENT ON THE RIGHT, EAST, SIDE OF
 SF0332'THE ROAD.
 SF0332'
 SF0332'THE REFERENCE MONUMENT, STAMPED C-70-75 1975, IS A BRONZE,
 SF0332'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL,
 SF0332'CONCRETE POST THAT IS 18 INCHES IN DIAMETER AND FLUSH WITH
 SF0332'THE GROUND.  IT IS 26 FEET EAST OF THE CENTERLINE OF THE ROAD
 SF0332'AND 5.1 FEET WEST OF A STEEL, WITNESS POST WITH METAL SIGN
 SF0332'ATTACHED.
 SF0332'
 SF0332'REFERENCE MARK 1, STAMPED C-70-75 1 1975, IS A BRONZE,
 SF0332'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL,
 SF0332'CONCRETE POST THAT IS 12 INCHES IN DIAMETER, FLUSH WITH THE
 SF0332'GROUND, AND ABOUT 3 FEET HIGHER THAN THE REFERENCE
 SF0332'MONUMENT.  IT IS 33.2 FEET NORTH OF THE WITNESS POST AND 27
 SF0332'FEET EAST OF THE CENTERLINE OF THE ROAD.
 SF0332'
 SF0332'REFERENCE MARK 2, STAMPED C-70-75 2 1975, IS A BRONZE,
 SF0332'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0332'POST THAT IS 12 INCHES IN DIAMETER, PROJECTS 3 INCHES, AND IS
 SF0332'ABOUT 3 FEET LOWER THAN THE REFERENCE MONUMENT.  IT IS 46.6
 SF0332'FEET SOUTH OF THE WITNESS POST AND 22 FEET EAST OF THE
 SF0332'CENTERLINE OF THE ROAD.
 SF0332
 SF0332                          STATION RECOVERY (1976)
 SF0332
 SF0332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CRM)
 SF0332'THE REFERENCE MONUMENT, REFERENCE MARK 1, AND REFERENCE MARK 2 WERE
 SF0332'RECOVERED IN GOOD CONDITION.  THE 1975 DESCRIPTION IS ADEQUATE.
 SF0332'
 SF0332'REFERENCE MARK 1 IS 1.05 METERS HIGHER THAN THE REFERENCE
 SF0332'MONUMENT.  REFERENCE MARK 2 IS 1.75 METERS LOWER THAN THE REFERENCE
 SF0332'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0360 ***********************************************************************
 SF0360  DESIGNATION -  REFERENCE MON C 70A
 SF0360  PID         -  SF0360
 SF0360  STATE/COUNTY-  ME/AROOSTOOK
 SF0360  USGS QUAD   -  FRENCHVILLE (1986)
 SF0360
 SF0360                         *CURRENT SURVEY CONTROL
 SF0360  ___________________________________________________________________
 SF0360* NAD 83(1996)-  47 18 24.01538(N)    068 27 52.60967(W)     ADJUSTED  
 SF0360* NAVD 88     -       234.0    (meters)     768.     (feet)  VERTCON   
 SF0360  ___________________________________________________________________
 SF0360  LAPLACE CORR-           6.61  (seconds)                    DEFLEC99
 SF0360  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 SF0360
 SF0360  HORZ ORDER  -  SECOND
 SF0360
 SF0360.The horizontal coordinates were established by classical geodetic methods
 SF0360.and adjusted by the National Geodetic Survey in March 1998..
 SF0360
 SF0360.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0360
 SF0360.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0360
 SF0360.The geoid height was determined by GEOID03.
 SF0360
 SF0360;                    North         East     Units Scale Factor Converg.
 SF0360;SPC ME E     -   404,514.904   302,675.627   MT  0.99990009   +0 01 33.6
 SF0360;UTM  19      - 5,239,383.229   540,469.516   MT  0.99962013   +0 23 36.6
 SF0360
 SF0360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0360!SPC ME E     -   0.99996711  x   0.99990009  =   0.99986721
 SF0360!UTM  19      -   0.99996711  x   0.99962013  =   0.99958726
 SF0360
 SF0360:                Primary Azimuth Mark                     Grid Az
 SF0360:SPC ME E     -  REFERENCE MON S 73                       182 17 16.8
 SF0360:UTM  19      -  REFERENCE MON S 73                       181 55 13.8
 SF0360
 SF0360|---------------------------------------------------------------------|
 SF0360| PID    Reference Object                     Distance      Geod. Az  |
 SF0360|                                                           dddmmss.s |
 SF0360| SF0325 REFERENCE MON S 73                  APPROX. 2.0 KM 1821850.4 |
 SF0360| SF0332 REFERENCE MON C 70                  218.351 METERS 18253     |
 SF0360| DA5305 REFERENCE MON C 70A RM 1              8.403 METERS 19844     |
 SF0360| SF0382 BAKER BR CATH CH SP IBC 1976        APPROX. 3.9 KM 2581502.7 |
 SF0360| DA5306 REFERENCE MON C 70A RM 2              9.357 METERS 34121     |
 SF0360|---------------------------------------------------------------------|
 SF0360
 SF0360                          SUPERSEDED SURVEY CONTROL
 SF0360
 SF0360  NAD 83(1992)-  47 18 24.01073(N)    068 27 52.60631(W) AD(       ) 2
 SF0360  NAD 83(1986)-  47 18 24.01743(N)    068 27 52.59997(W) AD(       ) 2
 SF0360  NAD 27      -  47 18 23.87431(N)    068 27 54.43890(W) AD(       ) 2
 SF0360  NGVD 29 (07/19/86)  234.1    (m)          768.     (f) VERT ANG       
 SF0360
 SF0360.Superseded values are not recommended for survey control.
 SF0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0360.See file dsdata.txt to determine how the superseded data were derived.
 SF0360
 SF0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN4047039383(NAD 83)
 SF0360_MARKER: Z = SEE DESCRIPTION
 SF0360_SETTING: 0 = UNSPECIFIED SETTING
 SF0360
 SF0360  HISTORY     - Date     Condition        Report By
 SF0360  HISTORY     - 1976     MONUMENTED       IBC
 SF0360
 SF0360                          STATION DESCRIPTION
 SF0360
 SF0360'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1976 (CRM)
 SF0360'THE MONUMENT IS LOCATED ABOUT 3 MILES WEST-NORTHWEST OF
 SF0360'ST. HILAIRE, NEW BRUNSWICK, 2-1/4 MILES EAST-NORTHEAST OF BAKER
 SF0360'BROOK, NEW BRUNSWICK, ON ROAD RIGHT-OF-WAY, AND ON A ROCK OUTCROP
 SF0360'THAT IS ABOUT 7 FEET HIGHER THAN THE ROAD.
 SF0360'
 SF0360'TO REACH FROM THE CATHOLIC CHURCH IN ST. HILAIRE, GO WESTERLY
 SF0360'ON PROVINCIAL ROUTE 120 FOR 2.2 MILES TO A CEMETERY ON THE RIGHT
 SF0360'SIDE OF THE HIGHWAY.  CONTINUE WESTERLY ON PROVINCIAL ROUTE 120
 SF0360'FOR 1.4 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH ON
 SF0360'THE GRAVELED ROAD FOR 0.6 MILE TO THE MONUMENT ON THE RIGHT,
 SF0360'EAST, SIDE OF THE ROAD.  THIS IS 0.05 MILE BEFORE REACHING A
 SF0360'POINT WHERE A POWERLINE CROSSES THE ROAD.
 SF0360'
 SF0360'THE REFERENCE MONUMENT, STAMPED C-70A-76 1976, IS A BRONZE,
 SF0360'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0360'POST THAT IS 18 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT
 SF0360'IS 26 FEET EAST OF THE CENTERLINE OF THE ROAD AND 5.2 FEET
 SF0360'WEST-SOUTHWEST OF A STEEL WITNESS POST WITH METAL SIGN ATTACHED.
 SF0360'
 SF0360'REFERENCE MARK 1, STAMPED C-70A-76 1 1976, IS A BRONZE, REFERENCE
 SF0360'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0360'12 INCHES IN DIAMETER, FLUSH WITH THE GROUND, AND 1.69 METERS
 SF0360'LOWER THAN THE REFERENCE MONUMENT.  IT IS 31.3 FEET SOUTHWEST
 SF0360'OF THE WITNESS POST AND 19 FEET EAST OF THE CENTERLINE OF THE
 SF0360'ROAD.
 SF0360'
 SF0360'REFERENCE MARK 2, STAMPED C-70A-76 2 1976, IS A BRONZE, REFERENCE
 SF0360'MARK DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH
 SF0360'THE GROUND AND IT IS 0.04 METER HIGHER THAN THE REFERENCE
 SF0360'MONUMENT.  IT IS 30.9 FEET NORTHWEST OF THE WITNESS POST AND 15
 SF0360'FEET EAST OF THE CENTERLINE OF THE ROAD.
 SF0360'
 SF0360'NOTE--THE REFERENCE MARKS WERE LOCATED WITH SUCH CHECKS AND
 SF0360'ACCURACY THAT THEY MAY BE USED IN LIEU OF LOST REFERENCE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0365 ***********************************************************************
 SF0365  DESIGNATION -  REFERENCE MON C 71
 SF0365  PID         -  SF0365
 SF0365  STATE/COUNTY-  ME/AROOSTOOK
 SF0365  USGS QUAD   -  FRENCHVILLE (1986)
 SF0365
 SF0365                         *CURRENT SURVEY CONTROL
 SF0365  ___________________________________________________________________
 SF0365* NAD 83(1996)-  47 18 20.81231(N)    068 29 11.14298(W)     ADJUSTED  
 SF0365* NAVD 88     -       196.2    (meters)     644.     (feet)  VERTCON   
 SF0365  ___________________________________________________________________
 SF0365  LAPLACE CORR-           6.55  (seconds)                    DEFLEC99
 SF0365  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 SF0365
 SF0365  HORZ ORDER  -  SECOND
 SF0365
 SF0365.The horizontal coordinates were established by classical geodetic methods
 SF0365.and adjusted by the National Geodetic Survey in March 1998..
 SF0365
 SF0365.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0365
 SF0365.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0365
 SF0365.The geoid height was determined by GEOID03.
 SF0365
 SF0365;                    North         East     Units Scale Factor Converg.
 SF0365;SPC ME E     -   404,415.477   301,026.180   MT  0.99990001   +0 00 35.9
 SF0365;UTM  19      - 5,239,273.256   538,821.203   MT  0.99961852   +0 22 38.9
 SF0365
 SF0365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0365!SPC ME E     -   0.99997305  x   0.99990001  =   0.99987306
 SF0365!UTM  19      -   0.99997305  x   0.99961852  =   0.99959158
 SF0365
 SF0365|---------------------------------------------------------------------|
 SF0365| PID    Reference Object                     Distance      Geod. Az  |
 SF0365|                                                           dddmmss.s |
 SF0365| DA5307 REFERENCE MON C 71 RM 1              23.073 METERS 04747     |
 SF0365| SF0360 REFERENCE MON C 70A                 APPROX. 1.7 KM 0863337.5 |
 SF0365| SF0382 BAKER BR CATH CH SP IBC 1976        APPROX. 2.3 KM 2521433.1 |
 SF0365| DA5308 REFERENCE MON C 71 RM 2              23.850 METERS 32439     |
 SF0365|---------------------------------------------------------------------|
 SF0365
 SF0365                          SUPERSEDED SURVEY CONTROL
 SF0365
 SF0365  NAD 83(1992)-  47 18 20.80752(N)    068 29 11.13973(W) AD(       ) 2
 SF0365  NAD 83(1986)-  47 18 20.81431(N)    068 29 11.13361(W) AD(       ) 2
 SF0365  NAD 27      -  47 18 20.67135(N)    068 29 12.97183(W) AD(       ) 2
 SF0365  NGVD 29 (07/19/86)  196.3    (m)          644.     (f) VERT ANG       
 SF0365
 SF0365.Superseded values are not recommended for survey control.
 SF0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0365.See file dsdata.txt to determine how the superseded data were derived.
 SF0365
 SF0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN3882139273(NAD 83)
 SF0365_MARKER: Z = SEE DESCRIPTION
 SF0365_SETTING: 0 = UNSPECIFIED SETTING
 SF0365
 SF0365  HISTORY     - Date     Condition        Report By
 SF0365  HISTORY     - 1976     MONUMENTED       IBC
 SF0365
 SF0365                          STATION DESCRIPTION
 SF0365
 SF0365'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1976 (CRM)
 SF0365'THE MONUMENT IS LOCATED ABOUT 1 MILE EAST-NORTHEAST OF BAKER
 SF0365'BROOK, NEW BRUNSWICK, IN PASTURE LAND ON THE SOUTH SLOPE OF A
 SF0365'RIDGE, BENEATH A POWER LINE, AT THE NORTH EDGE OF A PASTURE, AND
 SF0365'ON PROPERTY OWNED BY OSCAR DAIGLE AND SONS FARM.
 SF0365'
 SF0365'TO REACH FROM THE SAINT COEUR DE MARIE CATHOLIC CHURCH IN
 SF0365'BAKER BROOK, GO EASTERLY ON PROVINCIAL ROUTE 120 FOR 1.4 MILES
 SF0365'TO THE DAIGLE RESIDENCE ON THE LEFT, NORTH, SIDE OF THE
 SF0365'HIGHWAY.  THIS IS AT THE EAST END OF A SET OF FARM BUILDINGS.
 SF0365'TURN LEFT AND GO NORTH, PASSING THROUGH THE FARMYARD, FOR ABOUT
 SF0365'200 FEET TO A FIELD ROAD IN THE NORTHEAST CORNER OF THE
 SF0365'FARMYARD.  BEAR RIGHT AND GO EAST FOR 0.2 MILE, THENCE NORTH FOR
 SF0365'0.2 MILE, ON THE FIELD ROAD, TO A POINT WHERE A POWER LINE
 SF0365'CROSSES THE ROAD.  TURN LEFT AND GO WEST ALONG THE POWER
 SF0365'LINE, ACROSS A FIELD, FOR 0.1 MILE TO THE MONUMENT.
 SF0365'
 SF0365'THE REFERENCE MONUMENT, STAMPED C-71-76 1976, IS A BRONZE,
 SF0365'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0365'POST THAT IS 18 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT
 SF0365'IS 11 FEET NORTH OF A POWER POLE AND 8.1 FEET SOUTHWEST OF A
 SF0365'STEEL WITNESS POST WITH METAL SIGN ATTACHED.
 SF0365'
 SF0365'REFERENCE MARK 1, STAMPED C-71-76 1 1976, IS A BRONZE, REFERENCE
 SF0365'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT
 SF0365'IS 12 INCHES IN DIAMETER, FLUSH WITH THE GROUND, AND 2.67 METERS
 SF0365'HIGHER THAN THE REFERENCE MONUMENT.  IT IS 85 FEET NORTHEAST
 SF0365'OF THE POWER POLE AND 67.0 FEET NORTHEAST OF THE WITNESS POST.
 SF0365'
 SF0365'REFERENCE MARK 2, STAMPED C-71-76 2 1976, IS A BRONZE, REFERENCE
 SF0365'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0365'12 INCHES IN DIAMETER, FLUSH WITH THE GROUND, AND 3.81 METERS
 SF0365'HIGHER THAN THE REFERENCE MONUMENT.  IT IS 87 FEET NORTHWEST OF
 SF0365'THE POWER POLE AND 78.1 FEET NORTHWEST OF THE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0377 ***********************************************************************
 SF0377  DESIGNATION -  REFERENCE MON C 72A
 SF0377  PID         -  SF0377
 SF0377  STATE/COUNTY-  ME/AROOSTOOK
 SF0377  USGS QUAD   -  FORT KENT NORTH (1985)
 SF0377
 SF0377                         *CURRENT SURVEY CONTROL
 SF0377  ___________________________________________________________________
 SF0377* NAD 83(1996)-  47 18 12.06740(N)    068 30 10.54091(W)     ADJUSTED  
 SF0377* NAVD 88     -       164.2    (meters)     539.     (feet)  VERTCON   
 SF0377  ___________________________________________________________________
 SF0377  LAPLACE CORR-           6.52  (seconds)                    DEFLEC99
 SF0377  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 SF0377
 SF0377  HORZ ORDER  -  SECOND
 SF0377
 SF0377.The horizontal coordinates were established by classical geodetic methods
 SF0377.and adjusted by the National Geodetic Survey in March 1998..
 SF0377
 SF0377.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0377
 SF0377.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0377
 SF0377.The geoid height was determined by GEOID03.
 SF0377
 SF0377;                    North         East     Units Scale Factor Converg.
 SF0377;SPC ME E     -   404,145.355   299,778.591   MT  0.99990000   -0 00 07.7
 SF0377;UTM  19      - 5,238,995.216   537,575.724   MT  0.99961735   +0 21 55.2
 SF0377
 SF0377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0377!SPC ME E     -   0.99997807  x   0.99990000  =   0.99987807
 SF0377!UTM  19      -   0.99997807  x   0.99961735  =   0.99959543
 SF0377
 SF0377|---------------------------------------------------------------------|
 SF0377| PID    Reference Object                     Distance      Geod. Az  |
 SF0377|                                                           dddmmss.s |
 SF0377| DA5309 REFERENCE MON C 72A RM 1             14.168 METERS 00457     |
 SF0377| SF0061 REFERENCE MON S 76                  APPROX. 1.1 KM 1672407.9 |
 SF0377| SF0379 REFERENCE MON 151                   493.119 METERS 1934732.2 |
 SF0377| SF0382 BAKER BR CATH CH SP IBC 1976        APPROX. 1.0 KM 2452019.9 |
 SF0377| SF0378 5092 NB SURVEYS 1968 IBC 1976         6.654 METERS 28509     |
 SF0377|---------------------------------------------------------------------|
 SF0377
 SF0377                          SUPERSEDED SURVEY CONTROL
 SF0377
 SF0377  NAD 83(1992)-  47 18 12.06247(N)    068 30 10.53764(W) AD(       ) 2
 SF0377  NAD 83(1986)-  47 18 12.06932(N)    068 30 10.53163(W) AD(       ) 2
 SF0377  NAD 27      -  47 18 11.92647(N)    068 30 12.36867(W) AD(       ) 2
 SF0377  NGVD 29 (07/19/86)  164.3    (m)          539.     (f) VERT ANG       
 SF0377
 SF0377.Superseded values are not recommended for survey control.
 SF0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0377.See file dsdata.txt to determine how the superseded data were derived.
 SF0377
 SF0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN3757638995(NAD 83)
 SF0377_MARKER: Z = SEE DESCRIPTION
 SF0377_SETTING: 0 = UNSPECIFIED SETTING
 SF0377
 SF0377  HISTORY     - Date     Condition        Report By
 SF0377  HISTORY     - 1976     MONUMENTED       IBC
 SF0377
 SF0377                          STATION DESCRIPTION
 SF0377
 SF0377'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1976 (CRM)
 SF0377'THE MONUMENT IS LOCATED IN THE EAST PART OF BAKER BROOK, NEW
 SF0377'BRUNSWICK, ON A LARGE ROCK OUTCROP, NEAR A LARGE WOODEN CROSS, AND
 SF0377'ON PROPERTY OWNED BY MRS. SIMONE BONSSANT OF EDMUNDSTON, NEW
 SF0377'BRUNSWICK.
 SF0377'
 SF0377'TO REACH FROM THE SAINT COEUR DE MARIE CATHOLIC CHURCH IN BAKER
 SF0377'BROOK, GO EASTERLY ON PROVINCIAL ROUTE 120 FOR 0.65 MILE TO THE
 SF0377'MONUMENT ON THE LEFT, NORTH, SIDE OF THE HIGHWAY.
 SF0377'
 SF0377'THE REFERENCE MONUMENT, STAMPED C-72A-76 1976, IS A BRONZE,
 SF0377'REFERENCE MONUMENT DISK CEMENTED IN A DRILL HOLE IN BEDROCK.  IT
 SF0377'IS 100 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 20.2 FEET
 SF0377'SOUTHEAST OF THE WOOD CROSS, AND 3 FEET NORTHWEST OF THE SOUTHEAST
 SF0377'EDGE OF A CLIFF.
 SF0377'
 SF0377'REFERENCE MARK 1, STAMPED C-72A-76 1 1976, IS A BRONZE, REFERENCE
 SF0377'MARK DISK CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS 42.6 FEET
 SF0377'NORTH-NORTHEAST OF THE WOOD CROSS AND 33 FEET SOUTHWEST OF THE
 SF0377'HIGHEST POINT OF THE ROCK OUTCROP.
 SF0377'
 SF0377'5092 (N.B. SURVEYS), STAMPED 5092 IS A BRONZE NEW BRUNSWICK
 SF0377'SURVEYS DISK CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS 5.2 FEET
 SF0377'SOUTHWEST OF THE WOOD CROSS.
 SF0377'
 SF0377'THE DISTANCE BETWEEN REFERENCE MARK 1 AND 5092 (N.B. SURVEYS)
 SF0377'IS 47.66 FEET OR 14.527 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0409 ***********************************************************************
 SF0409  DESIGNATION -  REFERENCE MON C 73
 SF0409  PID         -  SF0409
 SF0409  STATE/COUNTY-  ME/AROOSTOOK
 SF0409  USGS QUAD   -  FORT KENT NORTH (1985)
 SF0409
 SF0409                         *CURRENT SURVEY CONTROL
 SF0409  ___________________________________________________________________
 SF0409* NAD 83(1996)-  47 17 59.70333(N)    068 31 10.75677(W)     ADJUSTED  
 SF0409* NAVD 88     -       171.3    (meters)     562.     (feet)  VERTCON   
 SF0409  ___________________________________________________________________
 SF0409  LAPLACE CORR-           6.34  (seconds)                    DEFLEC99
 SF0409  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 SF0409
 SF0409  HORZ ORDER  -  SECOND
 SF0409
 SF0409.The horizontal coordinates were established by classical geodetic methods
 SF0409.and adjusted by the National Geodetic Survey in March 1998..
 SF0409
 SF0409.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0409.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0409
 SF0409.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0409
 SF0409.The geoid height was determined by GEOID03.
 SF0409
 SF0409;                    North         East     Units Scale Factor Converg.
 SF0409;SPC ME E     -   403,763.744   298,513.680   MT  0.99990003   -0 00 52.0
 SF0409;UTM  19      - 5,238,605.611   536,313.643   MT  0.99961621   +0 21 10.9
 SF0409
 SF0409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0409!SPC ME E     -   0.99997696  x   0.99990003  =   0.99987699
 SF0409!UTM  19      -   0.99997696  x   0.99961621  =   0.99959318
 SF0409
 SF0409|---------------------------------------------------------------------|
 SF0409| PID    Reference Object                     Distance      Geod. Az  |
 SF0409|                                                           dddmmss.s |
 SF0409| DA5310 REFERENCE MON C 73 RM 1              14.156 METERS 02727     |
 SF0409| DA5311 REFERENCE MON C 73 RM 2               7.038 METERS 06553     |
 SF0409| SF0408 5079 NB SURVEYS 1968 IBC 1976         0.314 METERS 06609     |
 SF0409| SF0365 REFERENCE MON C 71                  APPROX. 2.6 KM 0752637.5 |
 SF0409| SF0382 BAKER BR CATH CH SP IBC 1976        333.228 METERS 09813     |
 SF0409|---------------------------------------------------------------------|
 SF0409
 SF0409                          SUPERSEDED SURVEY CONTROL
 SF0409
 SF0409  NAD 83(1992)-  47 17 59.69829(N)    068 31 10.75351(W) AD(       ) 2
 SF0409  NAD 83(1986)-  47 17 59.70518(N)    068 31 10.74762(W) AD(       ) 2
 SF0409  NAD 27      -  47 17 59.56285(N)    068 31 12.58365(W) AD(       ) 2
 SF0409  NGVD 29 (07/19/86)  171.4    (m)          562.     (f) VERT ANG       
 SF0409
 SF0409.Superseded values are not recommended for survey control.
 SF0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0409.See file dsdata.txt to determine how the superseded data were derived.
 SF0409
 SF0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN3631438606(NAD 83)
 SF0409
 SF0409  HISTORY     - Date     Condition        Report By
 SF0409  HISTORY     - 1910     MONUMENTED       IBC
 SF0409  HISTORY     - 1976     SEE DESCRIPTION  NGS
 SF0409
 SF0409                          STATION DESCRIPTION
 SF0409
 SF0409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CRM)
 SF0409'THE MONUMENT WAS RECOVERED IN GOOD CONDITION.  TWO REFERENCE MARKS
 SF0409'WERE ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 SF0409'
 SF0409'THE MONUMENT IS LOCATED ABOUT 1/2 MILE WEST-SOUTHWEST OF BAKER
 SF0409'BROOK, NEW BRUNSWICK, ON A LOW, ROCK OUTCROP IN PASTURE LAND, AND
 SF0409'ON PROPERTY OWNED BY MR. CARMEL NADEAU.
 SF0409'
 SF0409'TO REACH FROM THE SAINT COEUR DE MARIE CATHOLIC CHURCH IN BAKER
 SF0409'BROOK, GO WEST-SOUTHWEST ON PROVINCIAL ROUTE 120 FOR 0.2 MILE
 SF0409'TO THE NADEAU FARM HOUSE ON THE RIGHT.  TURN RIGHT AND GO
 SF0409'NORTHERLY ON A DRIVEWAY, PASSING BETWEEN THE HOUSE AND A BARN,
 SF0409'FOR 0.05 MILE TO A RAILROAD TRACK.  CROSS THE TRACK AND GO
 SF0409'NORTHWEST ON A FIELD ROAD FOR 0.1 MILE TO THE MONUMENT ON THE
 SF0409'LEFT, SOUTHWEST, SIDE OF THE ROAD.
 SF0409'
 SF0409'THE REFERENCE MONUMENT IS A 10-INCH SQUARE, CONCRETE SPIKE THAT
 SF0409'PROJECTS 18 INCHES ABOVE A 3-FOOT SQUARE, CONCRETE BASE.  OVERALL
 SF0409'IT PROJECTS 3 FEET.  CANADA, NO 73, AND 1910 IS CAST IN THE
 SF0409'CONCRETE BASE.  IT IS 81 FEET SOUTHWEST OF THE CENTERLINE OF THE
 SF0409'FIELD ROAD.
 SF0409'
 SF0409'REFERENCE MARK 1, STAMPED C-73 1 1976, IS A BRONZE, REFERENCE
 SF0409'MARK DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 SF0409'IS FLUSH WITH THE GROUND AND IT IS 1.32 METERS LOWER THAN THE
 SF0409'REFERENCE MONUMENT.  IT IS 53 FEET SOUTHWEST OF THE CENTERLINE OF
 SF0409'THE FIELD ROAD.
 SF0409'
 SF0409'REFERENCE MARK 2, STAMPED C-73 2 1976, IS A BRONZE, REFERENCE
 SF0409'MARK DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 SF0409'IS FLUSH WITH THE GROUND AND IT IS 1.69 METERS LOWER THAN THE
 SF0409'REFERENCE MONUMENT.  IT IS 57 FEET SOUTHWEST OF THE CENTERLINE
 SF0409'OF THE FIELD ROAD.
 SF0409'
 SF0409'5079 (N.B. SURVEYS), STAMPED 5079, IS A NEW BRUNSWICK SURVEYS
 SF0409'DISK CEMENTED IN A DRILL HOLE IN THE BASE OF THE REFERENCE
 SF0409'MONUMENT.
 SF0409'
 SF0409'NOTE--THE REFERENCE MARKS WERE LOCATED WITH SUCH CHECKS AND
 SF0409'ACCURACY THAT THEY MAY BE USED IN LIEU OF LOST REFERENCE
 SF0409'MONUMENT.
 SF0409'
 SF0409'THE NEW BRUNSWICK SURVEYS DISK WAS SET IN 1968 OR 1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0383 ***********************************************************************
 SF0383  DESIGNATION -  REFERENCE MON C 74
 SF0383  PID         -  SF0383
 SF0383  STATE/COUNTY-  ME/AROOSTOOK
 SF0383  USGS QUAD   -  FORT KENT NORTH (1985)
 SF0383
 SF0383                         *CURRENT SURVEY CONTROL
 SF0383  ___________________________________________________________________
 SF0383* NAD 83(1996)-  47 17 46.54704(N)    068 31 38.31757(W)     ADJUSTED  
 SF0383* NAVD 88     -       181.0    (meters)     594.     (feet)  VERTCON   
 SF0383  ___________________________________________________________________
 SF0383  LAPLACE CORR-           6.09  (seconds)                    DEFLEC99
 SF0383  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 SF0383
 SF0383  HORZ ORDER  -  SECOND
 SF0383
 SF0383.The horizontal coordinates were established by classical geodetic methods
 SF0383.and adjusted by the National Geodetic Survey in March 1998..
 SF0383
 SF0383.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0383.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0383
 SF0383.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0383
 SF0383.The geoid height was determined by GEOID03.
 SF0383
 SF0383;                    North         East     Units Scale Factor Converg.
 SF0383;SPC ME E     -   403,357.661   297,934.594   MT  0.99990005   -0 01 12.3
 SF0383;UTM  19      - 5,238,195.939   535,737.337   MT  0.99961570   +0 20 50.5
 SF0383
 SF0383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0383!SPC ME E     -   0.99997544  x   0.99990005  =   0.99987549
 SF0383!UTM  19      -   0.99997544  x   0.99961570  =   0.99959115
 SF0383
 SF0383:                Primary Azimuth Mark                     Grid Az
 SF0383:SPC ME E     -  REFERENCE MON S 79 76                    144 13 08.9
 SF0383:UTM  19      -  REFERENCE MON S 79 76                    143 51 06.1
 SF0383
 SF0383|---------------------------------------------------------------------|
 SF0383| PID    Reference Object                     Distance      Geod. Az  |
 SF0383|                                                           dddmmss.s |
 SF0383| SF0098 REFERENCE MON S 79 76               APPROX. 0.5 KM 1441156.6 |
 SF0383| DA5313 REFERENCE MON C 74 RM 2              22.685 METERS 23953     |
 SF0383| DA5312 REFERENCE MON C 74 RM 1               7.891 METERS 33222     |
 SF0383|---------------------------------------------------------------------|
 SF0383
 SF0383                          SUPERSEDED SURVEY CONTROL
 SF0383
 SF0383  NAD 83(1992)-  47 17 46.54191(N)    068 31 38.31437(W) AD(       ) 2
 SF0383  NAD 83(1986)-  47 17 46.54882(N)    068 31 38.30854(W) AD(       ) 2
 SF0383  NAD 27      -  47 17 46.40663(N)    068 31 40.14422(W) AD(       ) 2
 SF0383  NGVD 29 (07/19/86)  181.1    (m)          594.     (f) VERT ANG       
 SF0383
 SF0383.Superseded values are not recommended for survey control.
 SF0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0383.See file dsdata.txt to determine how the superseded data were derived.
 SF0383
 SF0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN3573738196(NAD 83)
 SF0383
 SF0383  HISTORY     - Date     Condition        Report By
 SF0383  HISTORY     - 1910     MONUMENTED       IBC
 SF0383  HISTORY     - 1976     SEE DESCRIPTION  NGS
 SF0383
 SF0383                          STATION DESCRIPTION
 SF0383
 SF0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CRM)
 SF0383'THE MONUMENT WAS RECOVERED IN GOOD CONDITION.  TWO REFERENCE
 SF0383'MARKS WERE ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 SF0383'
 SF0383'THE MONUMENT IS LOCATED ABOUT 1 MILE SOUTHWEST OF BAKER BROOK,
 SF0383'NEW BRUNSWICK, IN A HEDGEROW ALONG A SOUTHEAST-NORTHWEST WIRE
 SF0383'FENCE, AND ON PROPERTY OWNED BY MR. EMILE CLOVTIER.
 SF0383'
 SF0383'TO REACH FROM THE SAINT COEUR DE MARIE CATHOLIC CHURCH IN BAKER
 SF0383'BROOK, GO SOUTHWESTERLY ON PROVINCIAL ROUTE 120 FOR 0.5 MILE TO
 SF0383'A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTHERLY ON RUE CYR,
 SF0383'CROSSING A RAILROAD TRACK, FOR ABOUT 100 FEET TO A SIDE ROAD
 SF0383'LEFT.  TURN LEFT AND GO SOUTHWEST ON RUE DUGAL FOR 0.15 MILE TO
 SF0383'THE CLOVTIER RESIDENCE.  THE MONUMENT IS ABOUT 100 FEET
 SF0383'NORTHWEST OF THE CLOVTIER RESIDENCE.
 SF0383'
 SF0383'THE REFERENCE MONUMENT IS A 10-INCH SQUARE, CONCRETE SPIKE THAT
 SF0383'PROJECTS 18 INCHES ABOVE A 3-FOOT SQUARE, CONCRETE BASE.  CANADA,
 SF0383'NO 74, AND 1910 IS CAST IN THE CONCRETE BASE.  IT IS 4.18 METERS
 SF0383'SOUTH OF A STEEL WITNESS POST WITH METAL SIGN ATTACHED AND 1.8
 SF0383'METERS NORTHEAST OF THE WIRE FENCE.
 SF0383'
 SF0383'REFERENCE MARK 1, STAMPED C-74 1 1976, IS A BRONZE, REFERENCE
 SF0383'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0383'12 INCHES IN DIAMETER, FLUSH WITH THE GROUND, AND 0.25 METER
 SF0383'LOWER THAN THE REFERENCE MONUMENT.  IT IS 5.25 METERS WEST OF THE
 SF0383'WITNESS POST, 4.20 METERS SOUTHWEST OF A FENCE CORNER, AND 1.0
 SF0383'METER NORTHEAST OF THE WIRE FENCE.
 SF0383'
 SF0383'REFERENCE MARK 2, STAMPED C-74 2 1976, IS A BRONZE, REFERENCE
 SF0383'MARK DISK CEMENTED IN A DRILL HOLE IN A SMALL OUTCROPPING
 SF0383'LEDGE.  THE EXPOSED PART OF THE LEDGE IS APPROXIMATELY 1 FOOT BY
 SF0383'2 FEET.  IT IS 83.3 FEET SOUTH-SOUTHWEST OF THE WITNESS POST, 68
 SF0383'FEET SOUTHEAST OF A WIRE FENCE, AND 36 FEET SOUTHWEST OF A WIRE
 SF0383'FENCE.  REFERENCE MARK 2 IS ON PROPERTY OWNED BY MR. JEAN PAUL
 SF0383'ST. GERMAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0386 ***********************************************************************
 SF0386  DESIGNATION -  REFERENCE MON C 75
 SF0386  PID         -  SF0386
 SF0386  STATE/COUNTY-  ME/AROOSTOOK
 SF0386  USGS QUAD   -  FORT KENT NORTH (1985)
 SF0386
 SF0386                         *CURRENT SURVEY CONTROL
 SF0386  ___________________________________________________________________
 SF0386* NAD 83(1996)-  47 17 27.35496(N)    068 32 23.88371(W)     ADJUSTED  
 SF0386* NAVD 88     -       187.8    (meters)     616.     (feet)  VERTCON   
 SF0386  ___________________________________________________________________
 SF0386  LAPLACE CORR-           6.44  (seconds)                    DEFLEC99
 SF0386  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 SF0386
 SF0386  HORZ ORDER  -  SECOND
 SF0386
 SF0386.The horizontal coordinates were established by classical geodetic methods
 SF0386.and adjusted by the National Geodetic Survey in March 1998..
 SF0386
 SF0386.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0386.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0386
 SF0386.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0386
 SF0386.The geoid height was determined by GEOID03.
 SF0386
 SF0386;                    North         East     Units Scale Factor Converg.
 SF0386;SPC ME E     -   402,765.436   296,977.059   MT  0.99990011   -0 01 45.7
 SF0386;UTM  19      - 5,237,597.756   534,783.892   MT  0.99961487   +0 20 16.9
 SF0386
 SF0386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0386!SPC ME E     -   0.99997438  x   0.99990011  =   0.99987449
 SF0386!UTM  19      -   0.99997438  x   0.99961487  =   0.99958926
 SF0386
 SF0386:                Primary Azimuth Mark                     Grid Az
 SF0386:SPC ME E     -  BAKER BR CATH CH SP IBC 1976             063 00 31.6
 SF0386:UTM  19      -  BAKER BR CATH CH SP IBC 1976             062 38 29.0
 SF0386
 SF0386|---------------------------------------------------------------------|
 SF0386| PID    Reference Object                     Distance      Geod. Az  |
 SF0386|                                                           dddmmss.s |
 SF0386| SF0382 BAKER BR CATH CH SP IBC 1976        APPROX. 2.1 KM 0625845.9 |
 SF0386| SF0095 REFERENCE MON S 81 76               APPROX. 0.8 KM 1582135.1 |
 SF0386| DA5314 REFERENCE MON C 75 RM 1              29.713 METERS 22131     |
 SF0386| DA5315 REFERENCE MON C 75 RM 2              26.439 METERS 27438     |
 SF0386|---------------------------------------------------------------------|
 SF0386
 SF0386                          SUPERSEDED SURVEY CONTROL
 SF0386
 SF0386  NAD 83(1992)-  47 17 27.34977(N)    068 32 23.88042(W) AD(       ) 2
 SF0386  NAD 83(1986)-  47 17 27.35670(N)    068 32 23.87469(W) AD(       ) 2
 SF0386  NAD 27      -  47 17 27.21483(N)    068 32 25.70975(W) AD(       ) 2
 SF0386  NGVD 29 (07/19/86)  187.9    (m)          616.     (f) VERT ANG       
 SF0386
 SF0386.Superseded values are not recommended for survey control.
 SF0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0386.See file dsdata.txt to determine how the superseded data were derived.
 SF0386
 SF0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN3478437598(NAD 83)
 SF0386
 SF0386  HISTORY     - Date     Condition        Report By
 SF0386  HISTORY     - 1910     MONUMENTED       IBC
 SF0386  HISTORY     - 1976     SEE DESCRIPTION  NGS
 SF0386
 SF0386                          STATION DESCRIPTION
 SF0386
 SF0386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CRM)
 SF0386'THE MONUMENT WAS RECOVERED IN GOOD CONDITION.  TWO REFERENCE
 SF0386'MARKS WERE ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 SF0386'
 SF0386'THE MONUMENT IS LOCATED ABOUT 1-1/2 MILES SOUTHWEST OF BAKER
 SF0386'BROOK, NEW BRUNSWICK, IN A SMALL ROCK PILE IN A NARROW MEADOW,
 SF0386'AND ON PROPERTY OWNED BY MR. IRENE THIBAULT.
 SF0386'
 SF0386'TO REACH FROM THE SAINT COEUR DE MARIE CATHOLIC CHURCH IN BAKER
 SF0386'BROOK, GO SOUTHWESTERLY ON PROVINCIAL ROUTE 120 FOR 0.5 MILE TO
 SF0386'A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTHERLY ON RUE CYR,
 SF0386'CROSSING A RAILROAD TRACK, FOR ABOUT 100 FEET TO A SIDE ROAD
 SF0386'LEFT.  TURN LEFT AND GO SOUTHWEST ON RUE DUGAL FOR 0.85 MILE TO
 SF0386'THE END OF THE ROAD AND A DRIVEWAY ON THE RIGHT LEADING TO THE
 SF0386'THIBAULT RESIDENCE.  TURN RIGHT, PASS THROUGH THE FARM YARD,
 SF0386'AND GO NORTH-NORTHWEST ON A FIELD ROAD FOR 0.2 MILE TO THE
 SF0386'MONUMENT ON THE LEFT.
 SF0386'
 SF0386'THE REFERENCE MONUMENT IS A 10-INCH SQUARE BLOCK OF CONCRETE
 SF0386'THAT PROJECTS 9 INCHES ABOVE A 3-FOOT SQUARE, CONCRETE
 SF0386'BASE.  CANADA, NO 75, AND 1910 IS CAST IN THE CONCRETE
 SF0386'BASE.  OVERALL THE MONUMENT PROJECTS 2 FEET AND THE POINT HELD
 SF0386'IS A 1/4 INCH DRILL HOLE IN THE TOP OF THE CONCRETE BLOCK.  IT
 SF0386'IS 148 FEET WEST-SOUTHWEST OF THE CENTERLINE OF THE FIELD ROAD,
 SF0386'86 FEET EAST-NORTHEAST OF A WIRE FENCE, AND 5.8 FEET NORTHWEST
 SF0386'OF A STEEL WITNESS POST WITH METAL SIGN ATTACHED.
 SF0386'
 SF0386'REFERENCE MARK 1, STAMPED C-75 1 1976, IS A BRONZE, REFERENCE
 SF0386'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0386'12 INCHES IN DIAMETER AND PROJECTS 1 INCH.  IT IS 96.1 FEET
 SF0386'SOUTH-SOUTHWEST OF THE WITNESS POST AND 4 FEET EAST-NORTHEAST OF
 SF0386'THE WIRE FENCE.
 SF0386'
 SF0386'REFERENCE MARK 2, STAMPED C-75 2 1976, IS A BRONZE, REFERENCE
 SF0386'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0386'12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 90.2 FEET
 SF0386'WEST OF THE WITNESS POST AND 4 FEET EAST-NORTHEAST OF THE WIRE
 SF0386'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0388 ***********************************************************************
 SF0388  DESIGNATION -  REFERENCE MON C 76A
 SF0388  PID         -  SF0388
 SF0388  STATE/COUNTY-  ME/AROOSTOOK
 SF0388  USGS QUAD   -  FORT KENT NORTH (1985)
 SF0388
 SF0388                         *CURRENT SURVEY CONTROL
 SF0388  ___________________________________________________________________
 SF0388* NAD 83(1996)-  47 17 12.16745(N)    068 32 43.29379(W)     ADJUSTED  
 SF0388* NAVD 88     -       174.0    (meters)     571.     (feet)  VERTCON   
 SF0388  ___________________________________________________________________
 SF0388  LAPLACE CORR-           6.58  (seconds)                    DEFLEC99
 SF0388  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 SF0388
 SF0388  HORZ ORDER  -  SECOND
 SF0388
 SF0388.The horizontal coordinates were established by classical geodetic methods
 SF0388.and adjusted by the National Geodetic Survey in March 1998..
 SF0388
 SF0388.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0388
 SF0388.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0388
 SF0388.The geoid height was determined by GEOID03.
 SF0388
 SF0388;                    North         East     Units Scale Factor Converg.
 SF0388;SPC ME E     -   402,296.680   296,568.988   MT  0.99990014   -0 01 60.0
 SF0388;UTM  19      - 5,237,126.528   534,378.951   MT  0.99961452   +0 20 02.6
 SF0388
 SF0388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0388!SPC ME E     -   0.99997654  x   0.99990014  =   0.99987669
 SF0388!UTM  19      -   0.99997654  x   0.99961452  =   0.99959107
 SF0388
 SF0388|---------------------------------------------------------------------|
 SF0388| PID    Reference Object                     Distance      Geod. Az  |
 SF0388|                                                           dddmmss.s |
 SF0388| DA5316 REFERENCE MON C 76A RM 1             12.266 METERS 07944     |
 SF0388| SF0095 REFERENCE MON S 81 76               APPROX. 0.8 KM 1123500.5 |
 SF0388| DA5317 REFERENCE MON C 76A RM 2             12.204 METERS 26018     |
 SF0388|---------------------------------------------------------------------|
 SF0388
 SF0388                          SUPERSEDED SURVEY CONTROL
 SF0388
 SF0388  NAD 83(1992)-  47 17 12.16218(N)    068 32 43.29038(W) AD(       ) 2
 SF0388  NAD 83(1986)-  47 17 12.16913(N)    068 32 43.28470(W) AD(       ) 2
 SF0388  NAD 27      -  47 17 12.02744(N)    068 32 45.11984(W) AD(       ) 2
 SF0388  NGVD 29 (07/19/86)  174.1    (m)          571.     (f) VERT ANG       
 SF0388
 SF0388.Superseded values are not recommended for survey control.
 SF0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0388.See file dsdata.txt to determine how the superseded data were derived.
 SF0388
 SF0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN3437937127(NAD 83)
 SF0388
 SF0388  HISTORY     - Date     Condition        Report By
 SF0388  HISTORY     - 1951     MONUMENTED       IBC
 SF0388  HISTORY     - 1976     SEE DESCRIPTION  NGS
 SF0388
 SF0388                          STATION DESCRIPTION
 SF0388
 SF0388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CRM)
 SF0388'THE MONUMENT WAS RECOVERED IN GOOD CONDITION.  TWO REFERENCE
 SF0388'MARKS WERE ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 SF0388'
 SF0388'THE MONUMENT IS LOCATED ABOUT 2 MILES SOUTHWEST OF BAKER BROOK,
 SF0388'NEW BRUNSWICK, ON RAILROAD RIGHT-OF-WAY, AND ATOP A CUT BANK THAT
 SF0388'IS ABOUT 7 FEET HIGHER THAN THE RAILROAD.
 SF0388'
 SF0388'TO REACH FROM THE SAINT COEUR DE MARIE CATHOLIC CHURCH IN BAKER
 SF0388'BROOK, GO SOUTHWESTERLY ON PROVINCIAL ROUTE 120 FOR 1.9 MILES
 SF0388'TO A DRIVEWAY ON THE RIGHT LEADING TO THE RESIDENCE OF MR. THADDEE
 SF0388'DAIGLE.  TURN RIGHT AND GO NORTH ON THE DRIVEWAY AND A GRAVELED
 SF0388'ROAD, PASSING BETWEEN THE HOUSE AND A METAL SIDED HUT, FOR ABOUT
 SF0388'200 FEET TO RAILROAD CROSSING AND THE END OF TRUCK TRAVEL.  PACK
 SF0388'EASTERLY ALONG THE RAILROAD FOR ABOUT 0.1 MILE TO THE MONUMENT
 SF0388'ON THE LEFT, NORTH, SIDE OF THE TRACK.  THIS IS 0.35 MILE
 SF0388'WESTERLY, ALONG THE HIGHWAY, FROM RAILROAD MILEPOST NO. 14.
 SF0388'
 SF0388'THE REFERENCE MONUMENT, STAMPED C 76 A 1951, IS A BRONZE,
 SF0388'TRIANGULATION STATION DISK SET IN THE TOP OF A 12-INCH SQUARE,
 SF0388'CONCRETE POST THAT PROJECTS 1 INCH.  IT IS 34 FEET NORTH OF THE
 SF0388'NORTH RAIL OF THE RAILROAD TRACK, 12 FEET SOUTH OF A FENCE, 5.4
 SF0388'FEET NORTHEAST OF A STEEL WITNESS POST WITH METAL SIGN ATTACHED,
 SF0388'AND 5 FEET EAST OF TELEGRAPH POLE NO. 4.
 SF0388'
 SF0388'REFERENCE MARK 1, STAMPED C-76A-51 1 1976, IS A BRONZE, REFERENCE
 SF0388'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0388'12 INCHES IN DIAMETER, PROJECTS 1 FOOT, AND IS 0.71 METER LOWER
 SF0388'THAN THE REFERENCE MONUMENT.  IT IS 43.1 FEET EAST-NORTHEAST OF
 SF0388'THE WITNESS POST, 35 FEET NORTH OF THE NORTH RAIL, AND 12 FEET
 SF0388'SOUTH OF THE FENCE.
 SF0388'
 SF0388'REFERENCE MARK 2, STAMPED C-76A-51 2 1976, IS A BRONZE, REFERENCE
 SF0388'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT
 SF0388'IS 12 INCHES IN DIAMETER, PROJECTS 1 FOOT, AND IS 0.49 METER
 SF0388'HIGHER THAN THE REFERENCE MONUMENT.  IT IS 37.6 FEET WEST OF THE
 SF0388'WITNESS POST, 33 FEET NORTH OF THE NORTH RAIL, AND 15 FEET SOUTH
 SF0388'OF THE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0392 ***********************************************************************
 SF0392  DESIGNATION -  REFERENCE MON C 77
 SF0392  PID         -  SF0392
 SF0392  STATE/COUNTY-  ME/AROOSTOOK
 SF0392  USGS QUAD   -  FORT KENT NORTH (1985)
 SF0392
 SF0392                         *CURRENT SURVEY CONTROL
 SF0392  ___________________________________________________________________
 SF0392* NAD 83(1996)-  47 17 17.81510(N)    068 33 31.07418(W)     ADJUSTED  
 SF0392* NAVD 88     -       178.5    (meters)     586.     (feet)  VERTCON   
 SF0392  ___________________________________________________________________
 SF0392  LAPLACE CORR-           6.64  (seconds)                    DEFLEC99
 SF0392  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 SF0392
 SF0392  HORZ ORDER  -  SECOND
 SF0392
 SF0392.The horizontal coordinates were established by classical geodetic methods
 SF0392.and adjusted by the National Geodetic Survey in March 1998..
 SF0392
 SF0392.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0392.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0392
 SF0392.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0392
 SF0392.The geoid height was determined by GEOID03.
 SF0392
 SF0392;                    North         East     Units Scale Factor Converg.
 SF0392;SPC ME E     -   402,471.745   295,565.192   MT  0.99990024   -0 02 35.1
 SF0392;UTM  19      - 5,237,295.104   533,374.340   MT  0.99961369   +0 19 27.5
 SF0392
 SF0392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0392!SPC ME E     -   0.99997584  x   0.99990024  =   0.99987609
 SF0392!UTM  19      -   0.99997584  x   0.99961369  =   0.99958954
 SF0392
 SF0392|---------------------------------------------------------------------|
 SF0392| PID    Reference Object                     Distance      Geod. Az  |
 SF0392|                                                           dddmmss.s |
 SF0392| DA5318 REFERENCE MON C 77 RM 1              12.177 METERS 10916     |
 SF0392| SF0391 REFERENCE MON S 82A                 APPROX. 1.2 KM 1660154.2 |
 SF0392| DA5319 REFERENCE MON C 77 RM 2              11.245 METERS 29414     |
 SF0392|---------------------------------------------------------------------|
 SF0392
 SF0392                          SUPERSEDED SURVEY CONTROL
 SF0392
 SF0392  NAD 83(1992)-  47 17 17.80973(N)    068 33 31.07082(W) AD(       ) 2
 SF0392  NAD 83(1986)-  47 17 17.81679(N)    068 33 31.06521(W) AD(       ) 2
 SF0392  NAD 27      -  47 17 17.67557(N)    068 33 32.89861(W) AD(       ) 2
 SF0392  NGVD 29 (07/19/86)  178.6    (m)          586.     (f) VERT ANG       
 SF0392
 SF0392.Superseded values are not recommended for survey control.
 SF0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0392.See file dsdata.txt to determine how the superseded data were derived.
 SF0392
 SF0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN3337437295(NAD 83)
 SF0392
 SF0392  HISTORY     - Date     Condition        Report By
 SF0392  HISTORY     - 1910     MONUMENTED       IBC
 SF0392  HISTORY     - 1976     SEE DESCRIPTION  NGS
 SF0392
 SF0392                          STATION DESCRIPTION
 SF0392
 SF0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CRM)
 SF0392'THE MONUMENT WAS RECOVERED IN GOOD CONDITION.  TWO REFERENCE MARKS
 SF0392'WERE ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 SF0392'
 SF0392'THE MONUMENT IS LOCATED ABOUT 3-1/4 MILES NORTHEAST OF CLAIR,
 SF0392'NEW BRUNSWICK, 2-1/2 MILES SOUTHWEST OF BAKER BROOK, NEW
 SF0392'BRUNSWICK, ON RAILROAD RIGHT-OF-WAY, AND ON A LOW CUT BANK THAT IS
 SF0392'ABOUT 2 FEET HIGHER THAN THE RAILROAD.
 SF0392'
 SF0392'TO REACH FROM THE SAINT COEUR DE MARIE CATHOLIC CHURCH IN BAKER
 SF0392'BROOK, GO SOUTHWEST AND WEST ON PROVINCIAL ROUTE 120 FOR 2.5 MILES
 SF0392'TO THE END OF TRUCK TRAVEL.  PACK NORTH FOR ABOUT 0.1 MILE TO
 SF0392'THE RAILROAD TRACK AND THE MONUMENT.
 SF0392'
 SF0392'THE REFERENCE MONUMENT IS A 10-INCH SQUARE, CONCRETE SPIKE,
 SF0392'PYRAMID SHAPED ON TOP, THAT PROJECTS 1 FOOT ABOVE A 3-FOOT SQUARE,
 SF0392'CONCRETE BASE.  OVERALL IT PROJECTS 2 FEET AND CANADA, NO 77,
 SF0392'AND 1910 IS CAST IN THE CONCRETE BASE.  IT IS 45 FEET SOUTH OF THE
 SF0392'SOUTH RAIL, 3.8 FEET NORTHEAST OF A STEEL WITNESS POST WITH METAL
 SF0392'SIGN ATTACHED, AND 3 FEET NORTH OF A FENCE.
 SF0392'
 SF0392'REFERENCE MARK 1, STAMPED C-77 1 1976, IS A BRONZE, REFERENCE
 SF0392'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0392'12 INCHES IN DIAMETER, PROJECTS 3 INCHES, AND IS 1.0 METER LOWER
 SF0392'THAN THE REFERENCE MONUMENT.  IT IS 43.6 FEET EAST OF THE WITNESS
 SF0392'POST, 42 FEET SOUTH OF THE SOUTH RAIL, AND 6 FEET NORTH OF THE
 SF0392'FENCE.
 SF0392'
 SF0392'REFERENCE MARK 2, STAMPED C-77 2 1976, IS A BRONZE, REFERENCE
 SF0392'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0392'12 INCHES IN DIAMETER, PROJECTS 3 INCHES, AND IS 1.39 METERS LOWER
 SF0392'THAN THE REFERENCE MONUMENT.  IT IS 45 FEET SOUTH OF THE SOUTH
 SF0392'RAIL, 33.4 FEET WEST OF THE WITNESS POST, AND 3.1 FEET NORTH OF
 SF0392'THE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0393 ***********************************************************************
 SF0393  DESIGNATION -  REFERENCE MON C 78A
 SF0393  PID         -  SF0393
 SF0393  STATE/COUNTY-  ME/AROOSTOOK
 SF0393  USGS QUAD   -  FORT KENT NORTH (1985)
 SF0393
 SF0393                         *CURRENT SURVEY CONTROL
 SF0393  ___________________________________________________________________
 SF0393* NAD 83(1996)-  47 17 24.08551(N)    068 34 21.33985(W)     ADJUSTED  
 SF0393* NAVD 88     -       192.7    (meters)     632.     (feet)  VERTCON   
 SF0393  ___________________________________________________________________
 SF0393  LAPLACE CORR-           6.49  (seconds)                    DEFLEC99
 SF0393  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 SF0393
 SF0393  HORZ ORDER  -  SECOND
 SF0393
 SF0393.The horizontal coordinates were established by classical geodetic methods
 SF0393.and adjusted by the National Geodetic Survey in March 1998..
 SF0393
 SF0393.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0393
 SF0393.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0393
 SF0393.The geoid height was determined by GEOID03.
 SF0393
 SF0393;                    North         East     Units Scale Factor Converg.
 SF0393;SPC ME E     -   402,666.259   294,509.257   MT  0.99990037   -0 03 12.0
 SF0393;UTM  19      - 5,237,482.790   532,317.483   MT  0.99961284   +0 18 50.6
 SF0393
 SF0393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0393!SPC ME E     -   0.99997362  x   0.99990037  =   0.99987400
 SF0393!UTM  19      -   0.99997362  x   0.99961284  =   0.99958647
 SF0393
 SF0393|---------------------------------------------------------------------|
 SF0393| PID    Reference Object                     Distance      Geod. Az  |
 SF0393|                                                           dddmmss.s |
 SF0393| DA5320 REFERENCE MON C 78A RM 1             11.240 METERS 00655     |
 SF0393| SF0391 REFERENCE MON S 82A                 APPROX. 1.9 KM 1350922.2 |
 SF0393| SF0394 C78 IBC 1910                          7.636 METERS 25002     |
 SF0393| DA5321 REFERENCE MON C 78A RM 2             11.308 METERS 27432     |
 SF0393|---------------------------------------------------------------------|
 SF0393
 SF0393                          SUPERSEDED SURVEY CONTROL
 SF0393
 SF0393  NAD 83(1992)-  47 17 24.08003(N)    068 34 21.33653(W) AD(       ) 2
 SF0393  NAD 83(1986)-  47 17 24.08696(N)    068 34 21.33061(W) AD(       ) 2
 SF0393  NAD 27      -  47 17 23.94655(N)    068 34 23.16253(W) AD(       ) 2
 SF0393  NGVD 29 (07/19/86)  192.8    (m)          633.     (f) VERT ANG       
 SF0393
 SF0393.Superseded values are not recommended for survey control.
 SF0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0393.See file dsdata.txt to determine how the superseded data were derived.
 SF0393
 SF0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN3231737483(NAD 83)
 SF0393_MARKER: Z = SEE DESCRIPTION
 SF0393_SETTING: 0 = UNSPECIFIED SETTING
 SF0393
 SF0393  HISTORY     - Date     Condition        Report By
 SF0393  HISTORY     - 1976     MONUMENTED       IBC
 SF0393
 SF0393                          STATION DESCRIPTION
 SF0393
 SF0393'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1976 (CRM)
 SF0393'THE MONUMENT IS LOCATED ABOUT 3-1/4 MILES NORTHEAST OF CLAIR,
 SF0393'NEW BRUNSWICK, 3 MILES WEST-SOUTHWEST OF BAKER BROOK, NEW
 SF0393'BRUNSWICK, 100 FEET NORTH OF A RAILROAD TRACK, ON A LOW RIDGE
 SF0393'IN PASTURE LAND, AND ON PROPERTY OWNED BY MR. PAUL E. BARD.
 SF0393'
 SF0393'TO REACH FROM THE SAINT COEUR DE MARIE CATHOLIC CHURCH IN
 SF0393'BAKER BROOK, GO SOUTHEAST AND WEST ON PROVINCIAL ROUTE 120 FOR
 SF0393'3.1 MILES TO A DRIVEWAY ON THE RIGHT.  TURN RIGHT AND GO NORTH
 SF0393'ON THE DRIVEWAY AND A FIELD ROAD, PASSING ON THE EAST END OF THE
 SF0393'BARD RESIDENCE AND CROSSING A RAILROAD TRACK, FOR 0.1 MILE TO
 SF0393'THE TOP OF A LOW RIDGE.  TURN LEFT AND GO WESTERLY ALONG THE
 SF0393'RIDGE FOR ABOUT 200 FEET TO THE MONUMENT.
 SF0393'
 SF0393'THE REFERENCE MONUMENT, STAMPED C-78A-76 1976, IS A BRONZE,
 SF0393'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0393'POST THAT IS 18 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT
 SF0393'IS 58 FEET NORTH OF A FENCE AND 6.0 FEET WEST-NORTHWEST OF A
 SF0393'STEEL WITNESS POST WITH METAL SIGN ATTACHED.
 SF0393'
 SF0393'REFERENCE MONUMENT C-78 IS A 12-INCH SQUARE, CONCRETE BLOCK
 SF0393'THAT PROJECTS 1 FOOT ABOVE A 3-FOOT SQUARE, CONCRETE
 SF0393'BASE.  CANADA, NO 78, AND 1910 IS CAST IN THE CONCRETE BASE.  IT
 SF0393'IS 46 FEET NORTH OF THE FENCE, 29.1 FEET WEST OF THE WITNESS
 SF0393'POST, AND 0.49 METER HIGHER THAN REFERENCE MONUMENT C-78A-76.
 SF0393'
 SF0393'REFERENCE MARK 1, STAMPED C-78A-76 1 1976, IS A BRONZE,
 SF0393'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0393'POST THAT IS 12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT
 SF0393'IS 39.5 FEET NORTH OF THE WITNESS POST AND 0.73 METER HIGHER
 SF0393'THAT REFERENCE MONUMENT C-78A-76.
 SF0393'
 SF0393'REFERENCE MARK 2, STAMPED C-78A-76 2 1976, IS A BRONZE,
 SF0393'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0393'POST THAT IS 12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT
 SF0393'IS 42.7 FEET WEST OF THE WITNESS POST, 55 FEET NORTH OF THE
 SF0393'FENCE, AND 0.27 METER LOWER THAN REFERENCE MONUMENT C-78A-76.
 SF0393'
 SF0393'NOTE--THE REFERENCE MARKS WERE LOCATED WITH SUCH CHECKS AND
 SF0393'ACCURACY THAT THEY MAY BE USED IN LIEU OF LOST REFERENCE
 SF0393'MONUMENTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0398 ***********************************************************************
 SF0398  DESIGNATION -  REFERENCE MON C 79A
 SF0398  PID         -  SF0398
 SF0398  STATE/COUNTY-  ME/AROOSTOOK
 SF0398  USGS QUAD   -  FORT KENT NORTH (1985)
 SF0398
 SF0398                         *CURRENT SURVEY CONTROL
 SF0398  ___________________________________________________________________
 SF0398* NAD 83(1996)-  47 17 07.80021(N)    068 35 23.81898(W)     ADJUSTED  
 SF0398* NAVD 88     -       193.5    (meters)     635.     (feet)  VERTCON   
 SF0398  ___________________________________________________________________
 SF0398  LAPLACE CORR-           5.79  (seconds)                    DEFLEC99
 SF0398  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 SF0398
 SF0398  HORZ ORDER  -  SECOND
 SF0398
 SF0398.The horizontal coordinates were established by classical geodetic methods
 SF0398.and adjusted by the National Geodetic Survey in March 1998..
 SF0398
 SF0398.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0398.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0398
 SF0398.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0398
 SF0398.The geoid height was determined by GEOID03.
 SF0398
 SF0398;                    North         East     Units Scale Factor Converg.
 SF0398;SPC ME E     -   402,164.749   293,195.993   MT  0.99990057   -0 03 57.9
 SF0398;UTM  19      - 5,236,973.016   531,007.839   MT  0.99961182   +0 18 04.6
 SF0398
 SF0398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0398!SPC ME E     -   0.99997350  x   0.99990057  =   0.99987408
 SF0398!UTM  19      -   0.99997350  x   0.99961182  =   0.99958533
 SF0398
 SF0398|---------------------------------------------------------------------|
 SF0398| PID    Reference Object                     Distance      Geod. Az  |
 SF0398|                                                           dddmmss.s |
 SF0398| SF0397 C79 IBC 1910                         12.226 METERS 00205     |
 SF0398| DA5322 REFERENCE MON C 79A RM 1              8.323 METERS 05632     |
 SF0398| SF0090 REFERENCE MON S 84A 76              APPROX. 1.5 KM 1165852.0 |
 SF0398|---------------------------------------------------------------------|
 SF0398
 SF0398                          SUPERSEDED SURVEY CONTROL
 SF0398
 SF0398  NAD 83(1992)-  47 17 07.79454(N)    068 35 23.81571(W) AD(       ) 2
 SF0398  NAD 83(1986)-  47 17 07.80153(N)    068 35 23.80987(W) AD(       ) 2
 SF0398  NAD 27      -  47 17 07.66182(N)    068 35 25.64069(W) AD(       ) 2
 SF0398  NGVD 29 (07/19/86)  193.6    (m)          635.     (f) VERT ANG       
 SF0398
 SF0398.Superseded values are not recommended for survey control.
 SF0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0398.See file dsdata.txt to determine how the superseded data were derived.
 SF0398
 SF0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN3100836973(NAD 83)
 SF0398_MARKER: Z = SEE DESCRIPTION
 SF0398_SETTING: 0 = UNSPECIFIED SETTING
 SF0398
 SF0398  HISTORY     - Date     Condition        Report By
 SF0398  HISTORY     - 1976     MONUMENTED       IBC
 SF0398
 SF0398                          STATION DESCRIPTION
 SF0398
 SF0398'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1976 (CRM)
 SF0398'THE MONUMENT IS LOCATED ABOUT 2-1/2 MILES NORTH-NORTHEAST OF
 SF0398'CLAIR, NEW BRUNSWICK, NEAR THE NORTHWEST SIDE OF A BRUSHY
 SF0398'PASTURE AND JUST SOUTHEAST OF A PLOWED FIELD, AND ON PROPERTY
 SF0398'OWNED BY MR. NORMAN BEAULIEU.
 SF0398'
 SF0398'TO REACH FROM THE SAINT FRANCOIS DAISSISE CATHOLIC CHURCH IN
 SF0398'CLAIR, GO NORTH-NORTHEAST ON PROVINCIAL ROUTE 205 FOR 2.2 MILES
 SF0398'TO A DRIVEWAY ON THE LEFT.  TURN LEFT AND GO NORTHWEST ON THE
 SF0398'DRIVEWAY, AROUND THE BEAULIEU RESIDENCE, THENCE NORTHWEST ON
 SF0398'A FIELD ROAD FOR 0.25 MILE TO THE MOST WESTERLY CORNER OF A
 SF0398'PASTURE ON THE RIGHT.  TURN RIGHT AND GO NORTHEAST, ALONG THE
 SF0398'EDGE OF A PASTURE AND PLOWED FIELD, FOR ABOUT 250 FEET TO
 SF0398'THE MONUMENT.
 SF0398'
 SF0398'THE REFERENCE MONUMENT, STAMPED C-79A-76 1976, IS A BRONZE,
 SF0398'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL,
 SF0398'CONCRETE POST THAT IS 18 INCHES IN DIAMETER AND FLUSH WITH THE
 SF0398'GROUND.  IT IS 27.3 METERS NORTHEAST OF A SMALL CLUMP OF TREES,
 SF0398'27.0 METERS SOUTHWEST OF THE JUNCTION OF A WIRE FENCE AND AN
 SF0398'OLD RAIL FENCE, AND 1.60 METERS SOUTHEAST OF A STEEL WITNESS
 SF0398'POST WITH METAL SIGN ATTACHED.
 SF0398'
 SF0398'REFERENCE MONUMENT C-79 IS AN 11-INCH SQUARE, CONCRETE SPIKE,
 SF0398'PYRAMID SHAPED ON TOP, THAT PROJECTS 8 INCHES ABOVE A 3-FOOT
 SF0398'SQUARE, CONCRETE BASE.  CANADA, NO 79, AND 1910 IS CAST IN THE
 SF0398'CONCRETE BASE.  IT IS 23.1 METERS WEST OF THE NORTHEAST
 SF0398'CORNER OF A PASTURE, 10.80 METERS NORTH OF THE WITNESS POST,
 SF0398'8.6 METERS NORTHWEST OF A WIRE FENCE, AND 1.38 METERS
 SF0398'HIGHER THAN REFERENCE MONUMENT C-79A-76.
 SF0398'
 SF0398'REFERENCE MARK 1, STAMPED C-79A-76 1 1976, IS A BRONZE,
 SF0398'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0398'POST THAT IS 12 INCHES IN DIAMETER AND FLUSH WITH THE
 SF0398'GROUND.  IT IS 18.9 METERS SOUTHWEST OF THE NORTHEAST CORNER OF
 SF0398'THE PASTURE, 8.32 METERS NORTHEAST OF THE WITNESS POST, 1.6
 SF0398'METERS SOUTHEAST OF A WIRE FENCE, AND 0.55 METER LOWER
 SF0398'THAN REFERENCE MONUMENT C-79A-76.
 SF0398'
 SF0398'NOTE--THE REFERENCE MARK WAS LOCATED WITH SUCH CHECKS AND
 SF0398'ACCURACY THAT IT MAY BE USED IN LIEU OF LOST REFERENCE
 SF0398'MONUMENTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0402 ***********************************************************************
 SF0402  DESIGNATION -  REFERENCE MON C 80
 SF0402  PID         -  SF0402
 SF0402  STATE/COUNTY-  ME/AROOSTOOK
 SF0402  USGS QUAD   -  FORT KENT NORTH (1985)
 SF0402
 SF0402                         *CURRENT SURVEY CONTROL
 SF0402  ___________________________________________________________________
 SF0402* NAD 83(1996)-  47 16 46.10761(N)    068 36 09.61770(W)     ADJUSTED  
 SF0402* NAVD 88     -       239.0    (meters)     784.     (feet)  VERTCON   
 SF0402  ___________________________________________________________________
 SF0402  LAPLACE CORR-           4.88  (seconds)                    DEFLEC99
 SF0402  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 SF0402
 SF0402  HORZ ORDER  -  SECOND
 SF0402
 SF0402.The horizontal coordinates were established by classical geodetic methods
 SF0402.and adjusted by the National Geodetic Survey in March 1998..
 SF0402
 SF0402.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0402
 SF0402.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0402
 SF0402.The geoid height was determined by GEOID03.
 SF0402
 SF0402;                    North         East     Units Scale Factor Converg.
 SF0402;SPC ME E     -   401,496.087   292,232.799   MT  0.99990074   -0 04 31.5
 SF0402;UTM  19      - 5,236,298.387   530,049.229   MT  0.99961110   +0 17 30.9
 SF0402
 SF0402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0402!SPC ME E     -   0.99996638  x   0.99990074  =   0.99986712
 SF0402!UTM  19      -   0.99996638  x   0.99961110  =   0.99957749
 SF0402
 SF0402:                Primary Azimuth Mark                     Grid Az
 SF0402:SPC ME E     -  REFERENCE MON C 78A                      062 47 43.4
 SF0402:UTM  19      -  REFERENCE MON C 78A                      062 25 41.0
 SF0402
 SF0402|---------------------------------------------------------------------|
 SF0402| PID    Reference Object                     Distance      Geod. Az  |
 SF0402|                                                           dddmmss.s |
 SF0402| SF0393 REFERENCE MON C 78A                 APPROX. 2.6 KM 0624311.9 |
 SF0402| DA5327 REFERENCE MON C 80 RM 1               8.378 METERS 12827     |
 SF0402| SF0400 FT KENT CATH CH SP IBC 1976         APPROX. 3.0 KM 1634142.8 |
 SF0402| SF0399 FT KENT CATH SCH CR IBC 1910        APPROX. 3.1 KM 1634947.9 |
 SF0402| SF0401 CLAIR CATH CH SP IBC 1976           APPROX. 2.7 KM 1781047.2 |
 SF0402| DA5328 REFERENCE MON C 80 RM 2               7.296 METERS 25113     |
 SF0402|---------------------------------------------------------------------|
 SF0402
 SF0402                          SUPERSEDED SURVEY CONTROL
 SF0402
 SF0402  NAD 83(1992)-  47 16 46.10189(N)    068 36 09.61436(W) AD(       ) 2
 SF0402  NAD 83(1986)-  47 16 46.10892(N)    068 36 09.60864(W) AD(       ) 2
 SF0402  NAD 27      -  47 16 45.96970(N)    068 36 11.43959(W) AD(       ) 2
 SF0402  NGVD 29 (07/19/86)  239.1    (m)          784.     (f) VERT ANG       
 SF0402
 SF0402.Superseded values are not recommended for survey control.
 SF0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0402.See file dsdata.txt to determine how the superseded data were derived.
 SF0402
 SF0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN3004936298(NAD 83)
 SF0402_MARKER: Z = SEE DESCRIPTION
 SF0402_SETTING: 0 = UNSPECIFIED SETTING
 SF0402
 SF0402  HISTORY     - Date     Condition        Report By
 SF0402  HISTORY     - 1976     MONUMENTED       IBC
 SF0402
 SF0402                          STATION DESCRIPTION
 SF0402
 SF0402'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1976 (CRM)
 SF0402'THE MONUMENT IS LOCATED ABOUT 1-3/4 MILES NORTH OF CLAIR,
 SF0402'NEW BRUNSWICK, ON A LOW KNOLL AT THE NORTHEAST EDGE OF A
 SF0402'FIELD, 150 FEET NORTH OF A SMALL GROVE OF ALDERS, AND ON
 SF0402'PROPERTY OWNED BY MR. EDMOND COMEAU WHO RESIDES IN CLAIR.
 SF0402'
 SF0402'TO REACH FROM THE SAINT FRANCOIS DASSISE CATHOLIC CHURCH IN
 SF0402'CLAIR, GO NORTH-NORTHEAST ON PROVINCIAL ROUTE 205 FOR 1.6 MILES
 SF0402'TO A DRIVEWAY ON THE LEFT.  TURN LEFT AND GO NORTHWEST ON THE
 SF0402'DRIVEWAY, PASSING ON THE NORTHEAST SIDE OF A THREE-STORY HOUSE,
 SF0402'TO A FIELD ROAD IN THE NORTHEAST CORNER OF THE FARM YARD.  FOLLOW
 SF0402'THE FIELD ROAD NORTHWEST, CROSSING A RAILROAD TRACK, FOR ABOUT
 SF0402'0.3 MILE TO THE MONUMENT ON THE RIGHT, ABOUT 250 FEET NORTHEAST
 SF0402'OF THE ROAD.
 SF0402'
 SF0402'THE REFERENCE MONUMENT, STAMPED C-80-76 1976, IS A BRONZE,
 SF0402'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0402'POST THAT IS 18 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT
 SF0402'IS 15 FEET EAST OF THE HIGHEST POINT OF THE KNOLL AND 9.0 FEET
 SF0402'SOUTHEAST OF A STEEL WITNESS POST WITH METAL SIGN ATTACHED.
 SF0402'
 SF0402'REFERENCE MARK 1, STAMPED C-80-76 1 1976, IS A BRONZE,
 SF0402'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0402'POST THAT IS 12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT
 SF0402'IS 37.8 FEET SOUTHEAST OF THE WITNESS POST AND 1.67 METERS LOWER
 SF0402'THAN THE REFERENCE MONUMENT.
 SF0402'
 SF0402'REFERENCE MARK 2, STAMPED C-80-76 2 1976, IS A BRONZE,
 SF0402'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 SF0402'BEDROCK THAT PROJECTS 4 INCHES.  IT IS 21.7 FEET WEST-SOUTHWEST
 SF0402'OF THE WITNESS POST AND 0.36 METER HIGHER THAN THE REFERENCE
 SF0402'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0405 ***********************************************************************
 SF0405  DESIGNATION -  REFERENCE MON C 81A
 SF0405  PID         -  SF0405
 SF0405  STATE/COUNTY-  ME/AROOSTOOK
 SF0405  USGS QUAD   -  FORT KENT NORTH (1985)
 SF0405
 SF0405                         *CURRENT SURVEY CONTROL
 SF0405  ___________________________________________________________________
 SF0405* NAD 83(1996)-  47 16 28.27212(N)    068 36 27.35225(W)     ADJUSTED  
 SF0405* NAVD 88     -       242.5    (meters)     796.     (feet)  VERTCON   
 SF0405  ___________________________________________________________________
 SF0405  LAPLACE CORR-           5.02  (seconds)                    DEFLEC99
 SF0405  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 SF0405
 SF0405  HORZ ORDER  -  SECOND
 SF0405
 SF0405.The horizontal coordinates were established by classical geodetic methods
 SF0405.and adjusted by the National Geodetic Survey in March 1998..
 SF0405
 SF0405.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0405.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0405
 SF0405.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0405
 SF0405.The geoid height was determined by GEOID03.
 SF0405
 SF0405;                    North         East     Units Scale Factor Converg.
 SF0405;SPC ME E     -   400,945.844   291,859.363   MT  0.99990081   -0 04 44.6
 SF0405;UTM  19      - 5,235,745.922   529,679.436   MT  0.99961083   +0 17 17.8
 SF0405
 SF0405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0405!SPC ME E     -   0.99996583  x   0.99990081  =   0.99986664
 SF0405!UTM  19      -   0.99996583  x   0.99961083  =   0.99957667
 SF0405
 SF0405:                Primary Azimuth Mark                     Grid Az
 SF0405:SPC ME E     -  REFERENCE MON S 86                       092 25 57.7
 SF0405:UTM  19      -  REFERENCE MON S 86                       092 03 55.3
 SF0405
 SF0405|---------------------------------------------------------------------|
 SF0405| PID    Reference Object                     Distance      Geod. Az  |
 SF0405|                                                           dddmmss.s |
 SF0405| SF0414 REFERENCE MON S 86                  APPROX. 1.7 KM 0922113.1 |
 SF0405| SF0387 FT KENT CAB TV MAST IBC 1976        APPROX. 5.5 KM 1122100.0 |
 SF0405| SF0400 FT KENT CATH CH SP IBC 1976         APPROX. 2.6 KM 1521857.8 |
 SF0405| DA5330 REFERENCE MON C 81A RM 2              5.965 METERS 24724     |
 SF0405| DA5329 REFERENCE MON C 81A RM 1              7.711 METERS 32302     |
 SF0405|---------------------------------------------------------------------|
 SF0405
 SF0405                          SUPERSEDED SURVEY CONTROL
 SF0405
 SF0405  NAD 83(1992)-  47 16 28.26639(N)    068 36 27.34882(W) AD(       ) 2
 SF0405  NAD 83(1986)-  47 16 28.27344(N)    068 36 27.34322(W) AD(       ) 2
 SF0405  NAD 27      -  47 16 28.13458(N)    068 36 29.17523(W) AD(       ) 2
 SF0405  NGVD 29 (07/19/86)  242.6    (m)          796.     (f) VERT ANG       
 SF0405
 SF0405.Superseded values are not recommended for survey control.
 SF0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0405.See file dsdata.txt to determine how the superseded data were derived.
 SF0405
 SF0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN2967935746(NAD 83)
 SF0405_MARKER: Z = SEE DESCRIPTION
 SF0405_SETTING: 0 = UNSPECIFIED SETTING
 SF0405
 SF0405  HISTORY     - Date     Condition        Report By
 SF0405  HISTORY     - 1976     MONUMENTED       IBC
 SF0405
 SF0405                          STATION DESCRIPTION
 SF0405
 SF0405'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1976 (CRM)
 SF0405'THE MONUMENT IS LOCATED ABOUT 1-1/2 MILES NORTH OF CLAIR, NEW
 SF0405'BRUNSWICK, ON THE SOUTHEAST SLOPE OF A STEEP HILL, IN A BRUSHY
 SF0405'PASTURE, 150 FEET SOUTHEAST OF A ROCK PILE, 100 FEET SOUTHWEST
 SF0405'OF A ROCK PILE, AND ON PROPERTY OWNED BY MR. LUCIEN CARON.
 SF0405'
 SF0405'TO REACH FROM THE SAINT FRANCOIS DASSISE CATHOLIC CHURCH IN
 SF0405'CLAIR, GO NORTH-NORTHEAST ON PROVINCIAL ROUTE 205 FOR 1.2 MILES
 SF0405'TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTHWEST ON THE ROAD,
 SF0405'PASSING A ONE-STORY HOUSE ON THE RIGHT, FOR 0.1 MILE TO A
 SF0405'TWO-STORY HOUSE AND A BARN.  THIS IS THE RESIDENCE OF
 SF0405'MR. CARON.  CONTINUE NORTHWEST ON A FIELD ROAD, THROUGH A
 SF0405'PASTURE, FOR 0.35 MILE TO THE NORTHWEST END OF THE
 SF0405'PASTURE.  CONTINUE NORTHWEST ON A TRACK ROAD, THROUGH A BRUSHY
 SF0405'FIELD AND UP A STEEP SLOPE, FOR 0.05 MILE TO THE MONUMENT.
 SF0405'
 SF0405'THE REFERENCE MONUMENT, STAMPED C-81A-76 1976, IS A BRONZE,
 SF0405'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0405'POST THAT IS 18 INCHES IN DIAMETER AND PROJECTS 2 INCHES.  IT
 SF0405'IS 6.3 FEET NORTHEAST OF A STEEL WITNESS POST WITH METAL
 SF0405'SIGN ATTACHED.
 SF0405'
 SF0405'REFERENCE MARK 1, STAMPED C-81A-76 1 1976, IS A BRONZE,
 SF0405'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0405'POST THAT IS 12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT
 SF0405'IS 29.3 FEET NORTH-NORTHWEST OF THE WITNESS POST AND 1.46 METERS
 SF0405'HIGHER THAN THE REFERENCE MONUMENT.
 SF0405'
 SF0405'REFERENCE MARK 2, STAMPED C-81A-76 2 1976, IS A BRONZE,
 SF0405'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0405'POST THAT IS 12 INCHES IN DIAMETER AND PROJECTS 3 INCHES.  IT
 SF0405'IS 16.2 FEET WEST OF THE WITNESS POST AND 1.53 METERS HIGHER
 SF0405'THAN THE REFERENCE MONUMENT.
 SF0405'
 SF0405'NOTE--THE REFERENCE MARKS WERE LOCATED WITH SUCH CHECKS AND
 SF0405'ACCURACY THAT THEY MAY BE USED IN LIEU OF LOST REFERENCE
 SF0405'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0406 ***********************************************************************
 SF0406  DESIGNATION -  REFERENCE MON C 82
 SF0406  PID         -  SF0406
 SF0406  STATE/COUNTY-  ME/AROOSTOOK
 SF0406  USGS QUAD   -  FORT KENT NORTH (1985)
 SF0406
 SF0406                         *CURRENT SURVEY CONTROL
 SF0406  ___________________________________________________________________
 SF0406* NAD 83(1996)-  47 15 14.61474(N)    068 36 34.46933(W)     ADJUSTED  
 SF0406* NAVD 88     -       167.4    (meters)     549.     (feet)  VERTCON   
 SF0406  ___________________________________________________________________
 SF0406  LAPLACE CORR-           5.76  (seconds)                    DEFLEC99
 SF0406  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 SF0406
 SF0406  HORZ ORDER  -  SECOND
 SF0406
 SF0406.The horizontal coordinates were established by classical geodetic methods
 SF0406.and adjusted by the National Geodetic Survey in March 1998..
 SF0406
 SF0406.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0406.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0406
 SF0406.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0406
 SF0406.The geoid height was determined by GEOID03.
 SF0406
 SF0406;                    North         East     Units Scale Factor Converg.
 SF0406;SPC ME E     -   398,671.576   291,706.594   MT  0.99990085   -0 04 49.7
 SF0406;UTM  19      - 5,233,471.382   529,541.288   MT  0.99961072   +0 17 12.2
 SF0406
 SF0406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0406!SPC ME E     -   0.99997760  x   0.99990085  =   0.99987845
 SF0406!UTM  19      -   0.99997760  x   0.99961072  =   0.99958833
 SF0406
 SF0406:                Primary Azimuth Mark                     Grid Az
 SF0406:SPC ME E     -  REFERENCE MON C 80                       010 33 11.4
 SF0406:UTM  19      -  REFERENCE MON C 80                       010 11 09.5
 SF0406
 SF0406|---------------------------------------------------------------------|
 SF0406| PID    Reference Object                     Distance      Geod. Az  |
 SF0406|                                                           dddmmss.s |
 SF0406| SF0402 REFERENCE MON C 80                  APPROX. 2.9 KM 0102821.7 |
 SF0406| SF0401 CLAIR CATH CH SP IBC 1976           APPROX. 0.6 KM 0813811.8 |
 SF0406| SF0387 FT KENT CAB TV MAST IBC 1976        APPROX. 5.2 KM 0875652.6 |
 SF0406| SF0400 FT KENT CATH CH SP IBC 1976         APPROX. 1.4 KM 0910506.2 |
 SF0406| DA5331 REFERENCE MON C 82 RM 1              10.319 METERS 13330     |
 SF0406| SF0404 REFERENCE MON C 83                  423.672 METERS 1545244.5 |
 SF0406| DA5332 REFERENCE MON C 82 RM 2               9.816 METERS 31705     |
 SF0406|---------------------------------------------------------------------|
 SF0406
 SF0406                          SUPERSEDED SURVEY CONTROL
 SF0406
 SF0406  NAD 83(1992)-  47 15 14.60896(N)    068 36 34.46570(W) AD(       ) 2
 SF0406  NAD 83(1986)-  47 15 14.61597(N)    068 36 34.46040(W) AD(       ) 2
 SF0406  NAD 27      -  47 15 14.47640(N)    068 36 36.29436(W) AD(       ) 2
 SF0406  NGVD 29 (07/19/86)  167.5    (m)          550.     (f) VERT ANG       
 SF0406
 SF0406.Superseded values are not recommended for survey control.
 SF0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0406.See file dsdata.txt to determine how the superseded data were derived.
 SF0406
 SF0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN2954133471(NAD 83)
 SF0406_MARKER: Z = SEE DESCRIPTION
 SF0406_SETTING: 0 = UNSPECIFIED SETTING
 SF0406
 SF0406  HISTORY     - Date     Condition        Report By
 SF0406  HISTORY     - 1976     MONUMENTED       IBC
 SF0406
 SF0406                          STATION DESCRIPTION
 SF0406
 SF0406'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1976 (CRM)
 SF0406'THE MONUMENT IS LOCATED IN THE NORTHWEST PART OF CLAIR,
 SF0406'NEW BRUNSWICK.
 SF0406'
 SF0406'TO REACH FROM THE CANADIAN CUSTOMS BUILDING AT THE
 SF0406'INTERNATIONAL BRIDGE IN CLAIR, GO SOUTHWEST ON PROVINCIAL
 SF0406'ROUTE 205 FOR 0.05 MILE TO A SIDE STREET RIGHT.  TURN RIGHT AND
 SF0406'GO NORTHWEST ON AVE HOTEL DE VILLE FOR 0.05 MILE TO A
 SF0406'T-INTERSECTION.  TURN RIGHT AND GO NORTHEAST FOR 0.05 MILE,
 SF0406'THENCE TURN LEFT, CROSS A RAILROAD TRACK, AND GO NORTHWEST ON
 SF0406'THE ROAD, ALONG THE NORTHEAST SIDE OF A LUMBER YARD, FOR
 SF0406'0.25 MILE TO THE MONUMENT ON THE RIGHT, NORTHEAST, SIDE OF
 SF0406'THE STREET.
 SF0406'
 SF0406'THE REFERENCE MONUMENT, STAMPED C-82-76 1976, IS A BRONZE,
 SF0406'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0406'POST THAT IS 18 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT
 SF0406'IS 192 FEET SOUTHEAST OF THE CENTERLINE OF A STREET, 140 FEET
 SF0406'NORTHEAST OF THE CENTERLINE OF A STREET, AND 11.1 FEET WEST OF
 SF0406'A STEEL WITNESS POST WITH METAL SIGN ATTACHED.
 SF0406'
 SF0406'REFERENCE MARK 1, STAMPED C-82-76 1 1976, IS A BRONZE,
 SF0406'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0406'POST THAT IS 12 INCHES IN DIAMETER AND FLUSH WITH THE
 SF0406'GROUND.  IT IS 24.0 FEET SOUTHEAST OF THE WITNESS POST AND
 SF0406'0.24 METER LOWER THAN THE REFERENCE MONUMENT.
 SF0406'
 SF0406'REFERENCE MARK 2, STAMPED C-82-76 2 1976, IS A BRONZE,
 SF0406'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0406'POST THAT IS 12 INCHES IN DIAMETER AND FLUSH WITH THE
 SF0406'GROUND.  IT IS 42.4 FEET NORTHWEST OF THE WITNESS POST AND 0.33
 SF0406'METER HIGHER THAN THE REFERENCE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0404 ***********************************************************************
 SF0404  DESIGNATION -  REFERENCE MON C 83
 SF0404  PID         -  SF0404
 SF0404  STATE/COUNTY-  ME/AROOSTOOK
 SF0404  USGS QUAD   -  FORT KENT NORTH (1985)
 SF0404
 SF0404                         *CURRENT SURVEY CONTROL
 SF0404  ___________________________________________________________________
 SF0404* NAD 83(1996)-  47 15 02.19329(N)    068 36 25.91575(W)     ADJUSTED  
 SF0404* NAVD 88     -       166.5    (meters)     546.     (feet)  VERTCON   
 SF0404  ___________________________________________________________________
 SF0404  LAPLACE CORR-           5.99  (seconds)                    DEFLEC99
 SF0404  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 SF0404
 SF0404  HORZ ORDER  -  SECOND
 SF0404
 SF0404.The horizontal coordinates were established by classical geodetic methods
 SF0404.and adjusted by the National Geodetic Survey in March 1998..
 SF0404
 SF0404.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0404.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0404
 SF0404.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0404
 SF0404.The geoid height was determined by GEOID03.
 SF0404
 SF0404;                    North         East     Units Scale Factor Converg.
 SF0404;SPC ME E     -   398,287.764   291,885.900   MT  0.99990081   -0 04 43.4
 SF0404;UTM  19      - 5,233,088.837   529,722.996   MT  0.99961086   +0 17 18.4
 SF0404
 SF0404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0404!SPC ME E     -   0.99997774  x   0.99990081  =   0.99987855
 SF0404!UTM  19      -   0.99997774  x   0.99961086  =   0.99958861
 SF0404
 SF0404|---------------------------------------------------------------------|
 SF0404| PID    Reference Object                     Distance      Geod. Az  |
 SF0404|                                                           dddmmss.s |
 SF0404| DA5333 REFERENCE MON C 83 RM 1              12.111 METERS 03946     |
 SF0404| SF0428 CLEAN IBC 1976                       68.948 METERS 17714     |
 SF0404| DA5334 REFERENCE MON C 83 RM 2               9.439 METERS 22158     |
 SF0404| SF0406 REFERENCE MON C 82                  423.672 METERS 3345250.8 |
 SF0404|---------------------------------------------------------------------|
 SF0404
 SF0404                          SUPERSEDED SURVEY CONTROL
 SF0404
 SF0404  NAD 83(1992)-  47 15 02.18752(N)    068 36 25.91208(W) AD(       ) 2
 SF0404  NAD 83(1986)-  47 15 02.19451(N)    068 36 25.90682(W) AD(       ) 2
 SF0404  NAD 27      -  47 15 02.05475(N)    068 36 27.74138(W) AD(       ) 2
 SF0404  NGVD 29 (07/19/86)  166.6    (m)          547.     (f) VERT ANG       
 SF0404
 SF0404.Superseded values are not recommended for survey control.
 SF0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0404.See file dsdata.txt to determine how the superseded data were derived.
 SF0404
 SF0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN2972333089(NAD 83)
 SF0404_MARKER: Z = SEE DESCRIPTION
 SF0404_SETTING: 0 = UNSPECIFIED SETTING
 SF0404
 SF0404  HISTORY     - Date     Condition        Report By
 SF0404  HISTORY     - 1976     MONUMENTED       IBC
 SF0404
 SF0404                          STATION DESCRIPTION
 SF0404
 SF0404'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1976 (CRM)
 SF0404'THE MONUMENT IS LOCATED IN THE SOUTHWEST PART OF CLAIR, NEW
 SF0404'BRUNSWICK, AT THE NORTHWEST EDGE OF A LOT, NEAR THE NORTHEAST
 SF0404'END OF A ROW OF 10 OR 12 POPLAR TREES, AND ON CITY PROPERTY.
 SF0404'
 SF0404'TO REACH FROM THE CANADIAN CUSTOMS BUILDING AT THE
 SF0404'INTERNATIONAL BRIDGE IN CLAIR, GO SOUTHWEST ON PROVINCIAL
 SF0404'ROUTE 205 (PRINCIPALE STREET) FOR 0.05 MILE TO A SIDE STREET
 SF0404'RIGHT.  TURN RIGHT AND GO NORTHWEST ON AVE. HOTEL DE VILLE FOR
 SF0404'0.05 MILE TO A T-INTERSECTION AND THE MONUMENT ON THE RIGHT.
 SF0404'
 SF0404'THE REFERENCE MONUMENT, STAMPED C-83-76 1976, IS A BRONZE,
 SF0404'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL,
 SF0404'CONCRETE POST THAT IS 18 INCHES IN DIAMETER AND FLUSH WITH
 SF0404'THE GROUND.  IT IS 45 FEET SOUTHEAST OF THE CENTERLINE OF A
 SF0404'STREET, 5 FEET WEST OF A TELEPHONE POLE, AND 4.9 FEET EAST OF
 SF0404'A STEEL WITNESS POST WITH METAL SIGN ATTACHED.
 SF0404'
 SF0404'REFERENCE MARK 1, STAMPED C-83-76 1 1976, IS A BRONZE,
 SF0404'REFERENCE MARK DISK SET IT THE TOP OF A CYLINDRICAL, CONCRETE
 SF0404'POST THAT IS 12 INCHES IN DIAMETER AND FLUSH WITH THE
 SF0404'GROUND.  IT IS 48 FEET SOUTHEAST OF THE CENTERLINE OF A STREET,
 SF0404'42.5 FEET NORTH-NORTHEAST OF THE WITNESS POST, AND 0.13 METER
 SF0404'HIGHER THAN THE REFERENCE MONUMENT.
 SF0404'
 SF0404'REFERENCE MARK 2, STAMPED C-83-76 2 1976, IS A BRONZE,
 SF0404'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0404'POST THAT IS 12 INCHES IN DIAMETER AND FLUSH WITH THE
 SF0404'GROUND.  IT IS 44 FEET SOUTHEAST OF THE CENTERLINE OF A STREET,
 SF0404'28.0 FEET SOUTH-SOUTHWEST OF THE WITNESS POST, AND 0.11 METER
 SF0404'HIGHER THAN THE REFERENCE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0444 ***********************************************************************
 SF0444  DESIGNATION -  REFERENCE MON C 85
 SF0444  PID         -  SF0444
 SF0444  STATE/COUNTY-  ME/AROOSTOOK
 SF0444  USGS QUAD   -  WHEELOCK (1985)
 SF0444
 SF0444                         *CURRENT SURVEY CONTROL
 SF0444  ___________________________________________________________________
 SF0444* NAD 83(1996)-  47 14 41.10181(N)    068 37 43.62226(W)     ADJUSTED  
 SF0444* NAVD 88     -       178.9    (meters)     587.     (feet)  VERTCON   
 SF0444  ___________________________________________________________________
 SF0444  LAPLACE CORR-           5.40  (seconds)                    DEFLEC99
 SF0444  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 SF0444
 SF0444  HORZ ORDER  -  SECOND
 SF0444
 SF0444.The horizontal coordinates were established by classical geodetic methods
 SF0444.and adjusted by the National Geodetic Survey in March 1998..
 SF0444
 SF0444.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0444.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0444
 SF0444.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0444
 SF0444.The geoid height was determined by GEOID03.
 SF0444
 SF0444;                    North         East     Units Scale Factor Converg.
 SF0444;SPC ME E     -   397,638.950   290,251.001   MT  0.99990117   -0 05 40.4
 SF0444;UTM  19      - 5,232,429.752   528,092.763   MT  0.99960970   +0 16 21.3
 SF0444
 SF0444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0444!SPC ME E     -   0.99997580  x   0.99990117  =   0.99987697
 SF0444!UTM  19      -   0.99997580  x   0.99960970  =   0.99958551
 SF0444
 SF0444:                Primary Azimuth Mark                     Grid Az
 SF0444:SPC ME E     -  CLAIR CATH CH SP IBC 1976                061 29 53.3
 SF0444:UTM  19      -  CLAIR CATH CH SP IBC 1976                061 07 51.6
 SF0444
 SF0444|---------------------------------------------------------------------|
 SF0444| PID    Reference Object                     Distance      Geod. Az  |
 SF0444|                                                           dddmmss.s |
 SF0444| SF0401 CLAIR CATH CH SP IBC 1976           APPROX. 2.4 KM 0612412.9 |
 SF0444| SF0400 FT KENT CATH CH SP IBC 1976         APPROX. 3.0 KM 0701417.3 |
 SF0444| DA5335 REFERENCE MON C 85 RM 1              15.088 METERS 07833     |
 SF0444| SF0429 REFERENCE MON S 91                  APPROX. 1.3 KM 1155413.6 |
 SF0444| DA5336 REFERENCE MON C 85 RM 2              10.740 METERS 25751     |
 SF0444|---------------------------------------------------------------------|
 SF0444
 SF0444                          SUPERSEDED SURVEY CONTROL
 SF0444
 SF0444  NAD 83(1992)-  47 14 41.09591(N)    068 37 43.61852(W) AD(       ) 2
 SF0444  NAD 83(1986)-  47 14 41.10300(N)    068 37 43.61339(W) AD(       ) 2
 SF0444  NAD 27      -  47 14 40.96404(N)    068 37 45.44653(W) AD(       ) 2
 SF0444  NGVD 29 (07/19/86)  179.0    (m)          587.     (f) VERT ANG       
 SF0444
 SF0444.Superseded values are not recommended for survey control.
 SF0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0444.See file dsdata.txt to determine how the superseded data were derived.
 SF0444
 SF0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN2809332430(NAD 83)
 SF0444
 SF0444  HISTORY     - Date     Condition        Report By
 SF0444  HISTORY     - 1951     MONUMENTED       IBC
 SF0444  HISTORY     - 1976     SEE DESCRIPTION  NGS
 SF0444
 SF0444                          STATION DESCRIPTION
 SF0444
 SF0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CRM)
 SF0444'THE MONUMENT WAS RECOVERED IN GOOD CONDITION.  TWO REFERENCE MARKS
 SF0444'WERE ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 SF0444'
 SF0444'THE MONUMENT IS LOCATED ABOUT 1-1/4 MILES SOUTHWEST OF CLAIR, NEW
 SF0444'BRUNSWICK AND ON HIGHWAY RIGHT-OF-WAY.
 SF0444'
 SF0444'TO REACH FROM THE CANADIAN CUSTOMS BUILDING AT THE INTERNATIONAL
 SF0444'BRIDGE IN CLAIR, GO SOUTHWEST AND WEST ON PROVINCIAL ROUTE 205
 SF0444'(PRINCIPALE STREET) FOR 1.2 MILES TO THE MONUMENT ON THE LEFT,
 SF0444'SOUTH, SIDE OF THE HIGHWAY.
 SF0444'
 SF0444'THE REFERENCE MONUMENT IS A 10-INCH SQUARE, CONCRETE SPIKE,
 SF0444'PYRAMID-SHAPED ON TOP, THAT PROJECTS 8 INCHES ABOVE A 3-FOOT SQUARE,
 SF0444'CONCRETE BASE.  OVERALL IT PROJECTS 2 FEET.  CANADA, NO 85A, AND
 SF0444'1939 IS CAST IN THE CONCRETE BASE.  IT IS 41 FEET WEST OF POWER
 SF0444'POLE NO. G 40, 27 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 SF0444'AND 6.0 FEET WEST-SOUTHWEST OF A STEEL WITNESS POST WITH METAL
 SF0444'SIGN ATTACHED.
 SF0444'
 SF0444'REFERENCE MARK 1, STAMPED C-85-51 1 1976, IS A BRONZE, REFERENCE
 SF0444'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0444'12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 43.8 FEET
 SF0444'EAST OF THE WITNESS POST, 28 FEET SOUTH OF THE CENTERLINE OF THE
 SF0444'HIGHWAY, 8 FEET EAST OF POWER POLE NO. G 40, AND 0.60 METER LOWER
 SF0444'THAN THE REFERENCE MONUMENT.
 SF0444'
 SF0444'REFERENCE MARK 28 STAMPED C-85-51 2 1976, IS A BRONZE, REFERENCE
 SF0444'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0444'12 INCHES IN DIAMETER AND PROJECTS 2 INCHES.  IT IS 41.3 FEET WEST
 SF0444'OF THE WITNESS POST, 28 FEET SOUTH OF THE CENTERLINE OF THE
 SF0444'HIGHWAY, AND 0.39 METER LOWER THAN THE REFERENCE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0446 ***********************************************************************
 SF0446  DESIGNATION -  REFERENCE MON C 86
 SF0446  PID         -  SF0446
 SF0446  STATE/COUNTY-  ME/AROOSTOOK
 SF0446  USGS QUAD   -  WHEELOCK (1985)
 SF0446
 SF0446                         *CURRENT SURVEY CONTROL
 SF0446  ___________________________________________________________________
 SF0446* NAD 83(1996)-  47 14 38.98086(N)    068 38 15.86196(W)     ADJUSTED  
 SF0446* NAVD 88     -       182.9    (meters)     600.     (feet)  VERTCON   
 SF0446  ___________________________________________________________________
 SF0446  LAPLACE CORR-           5.40  (seconds)                    DEFLEC99
 SF0446  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 SF0446
 SF0446  HORZ ORDER  -  SECOND
 SF0446
 SF0446.The horizontal coordinates were established by classical geodetic methods
 SF0446.and adjusted by the National Geodetic Survey in March 1998..
 SF0446
 SF0446.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0446
 SF0446.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0446
 SF0446.The geoid height was determined by GEOID03.
 SF0446
 SF0446;                    North         East     Units Scale Factor Converg.
 SF0446;SPC ME E     -   397,574.615   289,572.953   MT  0.99990134   -0 06 04.1
 SF0446;UTM  19      - 5,232,361.094   527,415.338   MT  0.99960924   +0 15 57.6
 SF0446
 SF0446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0446!SPC ME E     -   0.99997518  x   0.99990134  =   0.99987652
 SF0446!UTM  19      -   0.99997518  x   0.99960924  =   0.99958443
 SF0446
 SF0446|---------------------------------------------------------------------|
 SF0446| PID    Reference Object                     Distance      Geod. Az  |
 SF0446|                                                           dddmmss.s |
 SF0446| DA5337 REFERENCE MON C 86 RM 1              10.715 METERS 07721     |
 SF0446| SF0444 REFERENCE MON C 85                  APPROX. 0.7 KM 0842843.4 |
 SF0446| SF0445 REFERENCE MON S 93                  APPROX. 0.6 KM 1761051.0 |
 SF0446| DA5338 REFERENCE MON C 86 RM 2              17.307 METERS 19450     |
 SF0446|---------------------------------------------------------------------|
 SF0446
 SF0446                          SUPERSEDED SURVEY CONTROL
 SF0446
 SF0446  NAD 83(1992)-  47 14 38.97489(N)    068 38 15.85822(W) AD(       ) 2
 SF0446  NAD 83(1986)-  47 14 38.98203(N)    068 38 15.85313(W) AD(       ) 2
 SF0446  NAD 27      -  47 14 38.84336(N)    068 38 17.68574(W) AD(       ) 2
 SF0446  NGVD 29 (07/19/86)  183.0    (m)          600.     (f) VERT ANG       
 SF0446
 SF0446.Superseded values are not recommended for survey control.
 SF0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0446.See file dsdata.txt to determine how the superseded data were derived.
 SF0446
 SF0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN2741532361(NAD 83)
 SF0446_MARKER: Z = SEE DESCRIPTION
 SF0446_SETTING: 0 = UNSPECIFIED SETTING
 SF0446
 SF0446  HISTORY     - Date     Condition        Report By
 SF0446  HISTORY     - 1976     MONUMENTED       IBC
 SF0446
 SF0446                          STATION DESCRIPTION
 SF0446
 SF0446'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1976 (CRM)
 SF0446'THE MONUMENT IS LOCATED ABOUT 1-3/4 MILES WEST-SOUTHWEST OF CLAIR,
 SF0446'NEW BRUNSWICK AND ON HIGHWAY RIGHT-OF-WAY.
 SF0446'
 SF0446'TO REACH FROM THE CANADIAN CUSTOMS BUILDING AT THE INTERNATIONAL
 SF0446'BRIDGE IN CLAIR, GO SOUTHWEST AND WEST ON PROVINCIAL ROUTE 205
 SF0446'(PRINCIPALE STREET) FOR 1.6 MILES TO A THREE-STORY HOUSE AND THE
 SF0446'MONUMENT ON THE RIGHT, NORTH, SIDE OF THE HIGHWAY.
 SF0446'
 SF0446'THE REFERENCE MONUMENT, STAMPED C-86-76 1976, IS A BRONZE,
 SF0446'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0446'POST THAT IS 18 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT
 SF0446'IS 30 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 19 FEET EAST
 SF0446'OF THE CENTERLINE OF A DRIVEWAY, 7 FEET EAST OF AN ABANDONED
 SF0446'POWER POLE THAT IS NOW USED TO SUPPORT A YARD LIGHT, AND 4.6
 SF0446'FEET EAST OF A STEEL WITNESS POST WITH METAL SIGN ATTACHED.
 SF0446'
 SF0446'REFERENCE MARK 1, STAMPED C-86-76 1 1976, IS A BRONZE, REFERENCE
 SF0446'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0446'12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 39.8 FEET
 SF0446'EAST OF THE WITNESS POST, 29 FEET NORTH OF THE CENTERLINE OF THE
 SF0446'HIGHWAY, 20 FEET WEST OF POWER POLE NO. 47, AND 0.18 METER LOWER
 SF0446'THAN THE REFERENCE MONUMENT.
 SF0446'
 SF0446'REFERENCE MARK 2, STAMPED C-86-76 2 1976, IS A BRONZE, REFERENCE
 SF0446'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0446'12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 19 FEET
 SF0446'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 55.5 FEET SOUTHWEST OF
 SF0446'THE WITNESS POST, AND 0.53 METER LOWER THAN THE REFERENCE
 SF0446'MONUMENT.
 SF0446'
 SF0446'NOTE--THE REFERENCE MARKS WERE LOCATED WITH SUCH CHECKS AND
 SF0446'ACCURACY THAT THEY MAY BE USED IN LIEU OF LOST REFERENCE
 SF0446'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0449 ***********************************************************************
 SF0449  DESIGNATION -  REFERENCE MON C 87
 SF0449  PID         -  SF0449
 SF0449  STATE/COUNTY-  ME/AROOSTOOK
 SF0449  USGS QUAD   -  WHEELOCK (1985)
 SF0449
 SF0449                         *CURRENT SURVEY CONTROL
 SF0449  ___________________________________________________________________
 SF0449* NAD 83(1996)-  47 14 43.16480(N)    068 38 53.15404(W)     ADJUSTED  
 SF0449* NAVD 88     -       192.3    (meters)     631.     (feet)  VERTCON   
 SF0449  ___________________________________________________________________
 SF0449  LAPLACE CORR-           5.78  (seconds)                    DEFLEC99
 SF0449  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 SF0449
 SF0449  HORZ ORDER  -  SECOND
 SF0449
 SF0449.The horizontal coordinates were established by classical geodetic methods
 SF0449.and adjusted by the National Geodetic Survey in March 1998..
 SF0449
 SF0449.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0449
 SF0449.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0449
 SF0449.The geoid height was determined by GEOID03.
 SF0449
 SF0449;                    North         East     Units Scale Factor Converg.
 SF0449;SPC ME E     -   397,705.247   288,789.015   MT  0.99990154   -0 06 31.5
 SF0449;UTM  19      - 5,232,486.663   526,630.810   MT  0.99960872   +0 15 30.2
 SF0449
 SF0449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0449!SPC ME E     -   0.99997371  x   0.99990154  =   0.99987525
 SF0449!UTM  19      -   0.99997371  x   0.99960872  =   0.99958244
 SF0449
 SF0449|---------------------------------------------------------------------|
 SF0449| PID    Reference Object                     Distance      Geod. Az  |
 SF0449|                                                           dddmmss.s |
 SF0449| DA5339 REFERENCE MON C 87 RM 1              10.529 METERS 07009     |
 SF0449| SF0448 C87 IBC 1910                         27.961 METERS 14959     |
 SF0449| SF0447 REFERENCE MON S 94                  APPROX. 0.8 KM 1663821.7 |
 SF0449| DA5340 REFERENCE MON C 87 RM 2              12.932 METERS 25112     |
 SF0449|---------------------------------------------------------------------|
 SF0449
 SF0449                          SUPERSEDED SURVEY CONTROL
 SF0449
 SF0449  NAD 83(1992)-  47 14 43.15875(N)    068 38 53.15033(W) AD(       ) 2
 SF0449  NAD 83(1986)-  47 14 43.16594(N)    068 38 53.14526(W) AD(       ) 2
 SF0449  NAD 27      -  47 14 43.02758(N)    068 38 54.97701(W) AD(       ) 2
 SF0449  NGVD 29 (07/19/86)  192.4    (m)          631.     (f) VERT ANG       
 SF0449
 SF0449.Superseded values are not recommended for survey control.
 SF0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0449.See file dsdata.txt to determine how the superseded data were derived.
 SF0449
 SF0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN2663132487(NAD 83)
 SF0449_MARKER: Z = SEE DESCRIPTION
 SF0449_SETTING: 0 = UNSPECIFIED SETTING
 SF0449
 SF0449  HISTORY     - Date     Condition        Report By
 SF0449  HISTORY     - 1976     MONUMENTED       IBC
 SF0449
 SF0449                          STATION DESCRIPTION
 SF0449
 SF0449'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1976 (CRM)
 SF0449'THE MONUMENT IS LOCATED ABOUT 2-1/4 MILES WEST-SOUTHWEST OF
 SF0449'CLAIR, NEW BRUNSWICK, ON THE SOUTH SLOPE OF A RIDGE, AT THE
 SF0449'NORTH EDGE OF A BRUSHY FIELD, AND ON PROPERTY OWNED BY MR. EDMOUR
 SF0449'PLOURDE.
 SF0449'
 SF0449'TO REACH FROM THE CANADIAN CUSTOMS BUILDING AT THE INTERNATIONAL
 SF0449'BRIDGE ON CLAIR, GO SOUTHWEST AND WEST ON PROVINCIAL ROUTE 205
 SF0449'(PRINCIPALE STREET) FOR 2.1 MILES TO A DRIVEWAY AND THE PLOURDE
 SF0449'RESIDENCE (A TWO-STORY HOUSE) ON THE RIGHT.  TURN RIGHT INTO THE
 SF0449'DRIVEWAY, THENCE FROM THE BACK OF THE HOUSE, GO NORTH, UPHILL
 SF0449'AND ACROSS A FIELD, FOR 0.2 MILE TO THE NORTH EDGE OF THE FIELD
 SF0449'AT THE TREE LINE.  TURN LEFT AND GO WEST ALONG THE TREE LINE
 SF0449'FOR ABOUT 200 FEET TO THE MONUMENT.
 SF0449'
 SF0449'THE REFERENCE MONUMENT, STAMPED C-87-76 1976, IS A BRONZE,
 SF0449'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0449'POST THAT IS 18 INCHES IN DIAMETER AND PROJECTS 2 INCHES.  IT IS
 SF0449'5.1 FEET EAST OF A STEEL WITNESS POST WITH METAL SIGN ATTACHED.
 SF0449'
 SF0449'REFERENCE MONUMENT C-87 IS A 10-INCH SQUARE, CONCRETE SPIKE,
 SF0449'PYRAMID-SHAPED ON TOP, THAT PROJECTS 18 INCHES ABOVE A 3-FOOT
 SF0449'SQUARE, CONCRETE BASE.  OVERALL IT PROJECTS 3 FEET.  CANADA, NO 87,
 SF0449'AND 1910 IS CAST IN THE CONCRETE BASE.  IT IS 49.4 FEET SOUTHEAST
 SF0449'OF THE WITNESS POST AND 2.03 METERS LOWER THAN REFERENCE MONUMENT
 SF0449'C-87-76.
 SF0449'
 SF0449'REFERENCE MARK 1, STAMPED C-87-76 1 1976, IS A BRONZE, REFERENCE
 SF0449'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0449'12 INCHES IN DIAMETER AND PROJECTS 3 INCHES.  IT IS 39.9 FEET EAST
 SF0449'OF THE WITNESS POST AND 0.65 METER HIGHER THAN REFERENCE MONUMENT
 SF0449'C-87-76.
 SF0449'
 SF0449'REFERENCE MARK 2, STAMPED C-87-76 2 1976, IS A BRONZE, REFERENCE
 SF0449'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0449'12 INCHES IN DIAMETER AND PROJECTS 3 INCHES.  IT IS 37.6 FEET
 SF0449'WEST OF THE WITNESS POST AND 0.72 METER LOWER THAN REFERENCE
 SF0449'MONUMENT C-87-76.
 SF0449'
 SF0449'NOTE--REFERENCE MARK 2 WAS LOCATED WITH SUCH CHECKS AND ACCURACY
 SF0449'THAT IT MAY BE USED IN LIEU OF LOST REFERENCE MONUMENTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0452 ***********************************************************************
 SF0452  DESIGNATION -  REFERENCE MON C 88
 SF0452  PID         -  SF0452
 SF0452  STATE/COUNTY-  ME/AROOSTOOK
 SF0452  USGS QUAD   -  WHEELOCK (1985)
 SF0452
 SF0452                         *CURRENT SURVEY CONTROL
 SF0452  ___________________________________________________________________
 SF0452* NAD 83(1996)-  47 14 43.19164(N)    068 39 37.53869(W)     ADJUSTED  
 SF0452* NAVD 88     -       230.1    (meters)     755.     (feet)  VERTCON   
 SF0452  ___________________________________________________________________
 SF0452  LAPLACE CORR-           6.09  (seconds)                    DEFLEC99
 SF0452  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 SF0452
 SF0452  HORZ ORDER  -  SECOND
 SF0452
 SF0452.The horizontal coordinates were established by classical geodetic methods
 SF0452.and adjusted by the National Geodetic Survey in March 1998..
 SF0452
 SF0452.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0452
 SF0452.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0452
 SF0452.The geoid height was determined by GEOID03.
 SF0452
 SF0452;                    North         East     Units Scale Factor Converg.
 SF0452;SPC ME E     -   397,707.921   287,855.712   MT  0.99990181   -0 07 04.1
 SF0452;UTM  19      - 5,232,483.358   525,697.782   MT  0.99960812   +0 14 57.6
 SF0452
 SF0452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0452!SPC ME E     -   0.99996779  x   0.99990181  =   0.99986960
 SF0452!UTM  19      -   0.99996779  x   0.99960812  =   0.99957592
 SF0452
 SF0452:                Primary Azimuth Mark                     Grid Az
 SF0452:SPC ME E     -  REFERENCE MON S 92                       108 43 29.7
 SF0452:UTM  19      -  REFERENCE MON S 92                       108 21 28.0
 SF0452
 SF0452|---------------------------------------------------------------------|
 SF0452| PID    Reference Object                     Distance      Geod. Az  |
 SF0452|                                                           dddmmss.s |
 SF0452| SF0443 REFERENCE MON S 92                  APPROX. 2.6 KM 1083625.6 |
 SF0452| DA5341 REFERENCE MON C 88 RM 1               8.834 METERS 14911     |
 SF0452| SF0457 LEDGES CATH CH SPIRE                APPROX. 3.2 KM 2662418.2 |
 SF0452| DA5342 REFERENCE MON C 88 RM 2              14.437 METERS 34941     |
 SF0452|---------------------------------------------------------------------|
 SF0452
 SF0452                          SUPERSEDED SURVEY CONTROL
 SF0452
 SF0452  NAD 83(1992)-  47 14 43.18549(N)    068 39 37.53500(W) AD(       ) 2
 SF0452  NAD 83(1986)-  47 14 43.19273(N)    068 39 37.52996(W) AD(       ) 2
 SF0452  NAD 27      -  47 14 43.05465(N)    068 39 39.36055(W) AD(       ) 2
 SF0452  NGVD 29 (07/19/86)  230.2    (m)          755.     (f) VERT ANG       
 SF0452
 SF0452.Superseded values are not recommended for survey control.
 SF0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0452.See file dsdata.txt to determine how the superseded data were derived.
 SF0452
 SF0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN2569832483(NAD 83)
 SF0452
 SF0452  HISTORY     - Date     Condition        Report By
 SF0452  HISTORY     - 1952     MONUMENTED       IBC
 SF0452  HISTORY     - 1976     SEE DESCRIPTION  NGS
 SF0452
 SF0452                          STATION DESCRIPTION
 SF0452
 SF0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CRM)
 SF0452'THE MONUMENT WAS RECOVERED IN GOOD CONDITION.  TWO REFERENCE MARKS
 SF0452'WERE ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 SF0452'
 SF0452'THE MONUMENT IS LOCATED ABOUT 2-3/4 MILES WEST-SOUTHWEST OF
 SF0452'CLAIR, NEW BRUNSWICK, JUST INSIDE THE WOODS LINE AT THE EAST
 SF0452'EDGE OF A SMALL MEADOW, AND ON PROPERTY OWNED BY MR. CLAUDE
 SF0452'LEVASSEUR.  MR. LEVASSEUR STATED THAT HE INTENDED TO SELL THIS
 SF0452'LAND IN THE NEAR FUTURE.
 SF0452'
 SF0452'TO REACH FROM THE CANADIAN CUSTOMS BUILDING AT THE INTERNATIONAL
 SF0452'BRIDGE IN CLAIR, GO SOUTHWEST AND WEST ON PROVINCIAL ROUTE 205
 SF0452'(PRINCIPALE STREET) FOR 2.4 MILES TO A BRIDGE OVER VASSEUR
 SF0452'BROOK.  CONTINUE WEST ON PROVINCIAL ROUTE 205 FOR 0.45 MILE TO
 SF0452'A FIELD ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTH FOR ABOUT 50
 SF0452'FEET TO A Y-FORK.  TAKE THE LEFT FORK AND GO NORTHERLY ON THE
 SF0452'FIELD ROAD, PASSING ON THE WEST SIDE OF A BARN AND THROUGH A
 SF0452'SMALL WOODED AREA, FOR 0.2 MILE TO A SMALL MEADOW ON THE
 SF0452'RIGHT.  TURN RIGHT AND GO EAST ALONG THE SOUTH EDGE OF THE
 SF0452'MEADOW FOR 0.1 MILE TO THE EAST EDGE OF THE MEADOW, THE WOODS
 SF0452'LINE, AND THE MONUMENT.
 SF0452'
 SF0452'THE REFERENCE MONUMENT IS A 10-INCH SQUARE, CONCRETE SPIKE,
 SF0452'PYRAMID-SHAPED ON TOP, THAT PROJECTS 18 INCHES ABOVE A 3-FOOT
 SF0452'SQUARE, CONCRETE BASE.  OVERALL IT PROJECTS 3 FEET.  CANADA,
 SF0452'NO 88 52, AND 1910 IS CAST IN THE CONCRETE BASE.  IT IS 10 FEET
 SF0452'EAST-NORTHEAST OF THE EAST EDGE OF THE MEADOW AND 8.0 FEET EAST
 SF0452'OF A STEEL WITNESS POST WITH METAL SIGN ATTACHED.
 SF0452'
 SF0452'REFERENCE MARK 1, STAMPED C-88-52 1 1976, IS A BRONZE, REFERENCE
 SF0452'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0452'12 INCHES IN DIAMETER AND PROJECTS 5 INCHES.  IT IS 35.1 FEET
 SF0452'SOUTHEAST OF THE WITNESS POST, 11 FEET EAST-NORTHEAST OF THE EAST
 SF0452'EDGE OF THE MEADOW, AND 1.82 METERS LOWER THAN THE REFERENCE
 SF0452'MONUMENT.
 SF0452'
 SF0452'REFERENCE MARK 2, STAMPED C-88-52 2 1976, IS A BRONZE, REFERENCE
 SF0452'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0452'12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 45.8 FEET
 SF0452'NORTH OF THE WITNESS POST, 20 FEET EAST-NORTHEAST OF THE EAST
 SF0452'EDGE OF THE MEADOW, AND 0.27 METER HIGHER THAN THE REFERENCE
 SF0452'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0454 ***********************************************************************
 SF0454  DESIGNATION -  REFERENCE MON C 89
 SF0454  PID         -  SF0454
 SF0454  STATE/COUNTY-  ME/AROOSTOOK
 SF0454  USGS QUAD   -  WHEELOCK (1985)
 SF0454
 SF0454                         *CURRENT SURVEY CONTROL
 SF0454  ___________________________________________________________________
 SF0454* NAD 83(1996)-  47 14 36.39899(N)    068 40 07.93732(W)     ADJUSTED  
 SF0454* NAVD 88     -       203.5    (meters)     668.     (feet)  VERTCON   
 SF0454  ___________________________________________________________________
 SF0454  LAPLACE CORR-           6.18  (seconds)                    DEFLEC99
 SF0454  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 SF0454
 SF0454  HORZ ORDER  -  SECOND
 SF0454
 SF0454.The horizontal coordinates were established by classical geodetic methods
 SF0454.and adjusted by the National Geodetic Survey in March 1998..
 SF0454
 SF0454.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0454
 SF0454.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0454
 SF0454.The geoid height was determined by GEOID03.
 SF0454
 SF0454;                    North         East     Units Scale Factor Converg.
 SF0454;SPC ME E     -   397,499.519   287,216.046   MT  0.99990201   -0 07 26.4
 SF0454;UTM  19      - 5,232,270.924   525,059.652   MT  0.99960772   +0 14 35.3
 SF0454
 SF0454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0454!SPC ME E     -   0.99997196  x   0.99990201  =   0.99987397
 SF0454!UTM  19      -   0.99997196  x   0.99960772  =   0.99957969
 SF0454
 SF0454|---------------------------------------------------------------------|
 SF0454| PID    Reference Object                     Distance      Geod. Az  |
 SF0454|                                                           dddmmss.s |
 SF0454| DA5343 REFERENCE MON C 89 RM 1              13.853 METERS 05644     |
 SF0454| SF0453 REFERENCE MON 155                   468.022 METERS 1522753.5 |
 SF0454| DA5344 REFERENCE MON C 89 RM 2               9.989 METERS 24026     |
 SF0454|---------------------------------------------------------------------|
 SF0454
 SF0454                          SUPERSEDED SURVEY CONTROL
 SF0454
 SF0454  NAD 83(1992)-  47 14 36.39277(N)    068 40 07.93361(W) AD(       ) 2
 SF0454  NAD 83(1986)-  47 14 36.40003(N)    068 40 07.92864(W) AD(       ) 2
 SF0454  NAD 27      -  47 14 36.26188(N)    068 40 09.75867(W) AD(       ) 2
 SF0454  NGVD 29 (07/19/86)  203.6    (m)          668.     (f) VERT ANG       
 SF0454
 SF0454.Superseded values are not recommended for survey control.
 SF0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0454.See file dsdata.txt to determine how the superseded data were derived.
 SF0454
 SF0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN2506032271(NAD 83)
 SF0454
 SF0454  HISTORY     - Date     Condition        Report By
 SF0454  HISTORY     - 1910     MONUMENTED       IBC
 SF0454  HISTORY     - 1976     SEE DESCRIPTION  NGS
 SF0454
 SF0454                          STATION DESCRIPTION
 SF0454
 SF0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CRM)
 SF0454'THE MONUMENT WAS RECOVERED IN GOOD CONDITION.  TWO REFERENCE
 SF0454'MARKS WERE ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 SF0454'
 SF0454'THE MONUMENT IS LOCATED ABOUT 3-1/4 MILES WEST-SOUTHWEST OF
 SF0454'CLAIR, NEW BRUNSWICK, ON THE SOUTH SLOPE OF A LOW, STEEP, WOODED
 SF0454'HILL, ABOUT 150 FEET SOUTHWEST OF THE HIGHEST POINT OF THE HILL,
 SF0454'AT THE SOUTH EDGE OF A GRASSY AREA THAT IS ABOUT 30 FEET IN
 SF0454'DIAMETER, AT A POINT WHERE THE HILL STARTS BREAKING OFF SHARPLY
 SF0454'TO THE SOUTH, AND ON PROPERTY OWNED BY MR. GERARD LIZOTTE.
 SF0454'
 SF0454'TO REACH FROM THE CANADIAN CUSTOMS BUILDING AT THE INTERNATIONAL
 SF0454'BRIDGE IN CLAIR, GO SOUTHWEST AND WEST ON PROVINCIAL ROUTE 205
 SF0454'(PRINCIPALE STREET) FOR 2.4 MILES TO A BRIDGE OVER VASSEUR BROOK,
 SF0454'CONTINUE AHEAD, WEST, ON PROVINCIAL ROUTE 205 FOR 0.85 MILE TO
 SF0454'THE END OF TRUCK TRAVEL.  THIS IS ABOUT 100 METERS BEFORE
 SF0454'REACHING A ROCK QUARRY ON THE RIGHT SIDE OF THE ROAD.  PACK
 SF0454'NORTHERLY, UPHILL AND THROUGH WOODS, FOR ABOUT 100 METERS TO
 SF0454'THE MONUMENT.
 SF0454'
 SF0454'THE REFERENCE MONUMENT IS A 10-INCH SQUARE, CONCRETE SPIKE,
 SF0454'PYRAMID-SHAPED ON TOP, THAT PROJECTS 18 INCHES ABOVE A 3-FOOT,
 SF0454'SQUARE CONCRETE BASE.  OVERALL IT PROJECTS 3 FEET.  CANADA, NO
 SF0454'C 89, AND 1910 IS CAST IN THE CONCRETE BASE.  IT IS 10.4 FEET
 SF0454'EAST OF A 12-INCH IN DIAMETER SPRUCE TREE THAT HAS A WITNESS POST
 SF0454'SIGN ATTACHED TO ITS EAST SIDE.
 SF0454'
 SF0454'REFERENCE MARK 1, STAMPED C-89 1 1976, IS A BRONZE, REFERENCE
 SF0454'MARK DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH
 SF0454'THE GROUND.  IT IS 55.7 FEET EAST-NORTHEAST OF THE SPRUCE TREE
 SF0454'WITH THE WITNESS POST SIGN AND 0.32 METER LOWER THAN THE REFERENCE
 SF0454'MONUMENT.
 SF0454'
 SF0454'REFERENCE MARK 2, STAMPED C-89 2 1976, IS A BRONZE, REFERENCE
 SF0454'MARK DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH
 SF0454'THE GROUND.  IT IS 21.6 FEET WEST-SOUTHWEST OF THE SPRUCE TREE
 SF0454'WITH THE WITNESS POST SIGN AND 2.02 METERS LOWER THAN THE
 SF0454'REFERENCE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0456 ***********************************************************************
 SF0456  DESIGNATION -  REFERENCE MON C 90
 SF0456  PID         -  SF0456
 SF0456  STATE/COUNTY-  ME/AROOSTOOK
 SF0456  USGS QUAD   -  WHEELOCK (1985)
 SF0456
 SF0456                         *CURRENT SURVEY CONTROL
 SF0456  ___________________________________________________________________
 SF0456* NAD 83(1996)-  47 14 45.74895(N)    068 40 36.92281(W)     ADJUSTED  
 SF0456* NAVD 88     -       207.8    (meters)     682.     (feet)  VERTCON   
 SF0456  ___________________________________________________________________
 SF0456  LAPLACE CORR-           6.42  (seconds)                    DEFLEC99
 SF0456  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 SF0456
 SF0456  HORZ ORDER  -  SECOND
 SF0456
 SF0456.The horizontal coordinates were established by classical geodetic methods
 SF0456.and adjusted by the National Geodetic Survey in March 1998..
 SF0456
 SF0456.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0456
 SF0456.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0456
 SF0456.The geoid height was determined by GEOID03.
 SF0456
 SF0456;                    North         East     Units Scale Factor Converg.
 SF0456;SPC ME E     -   397,789.588   286,607.182   MT  0.99990220   -0 07 47.7
 SF0456;UTM  19      - 5,232,557.001   524,449.122   MT  0.99960735   +0 14 14.0
 SF0456
 SF0456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0456!SPC ME E     -   0.99997129  x   0.99990220  =   0.99987349
 SF0456!UTM  19      -   0.99997129  x   0.99960735  =   0.99957865
 SF0456
 SF0456:                Primary Azimuth Mark                     Grid Az
 SF0456:SPC ME E     -  REFERENCE MON S 96                       175 25 12.9
 SF0456:UTM  19      -  REFERENCE MON S 96                       175 03 11.2
 SF0456
 SF0456|---------------------------------------------------------------------|
 SF0456| PID    Reference Object                     Distance      Geod. Az  |
 SF0456|                                                           dddmmss.s |
 SF0456| SF0455 REFERENCE MON S 96                  APPROX. 1.8 KM 1751725.2 |
 SF0456| DA5346 REFERENCE MON C 90 RM 1               5.975 METERS 20728     |
 SF0456| SF0457 LEDGES CATH CH SPIRE                APPROX. 2.0 KM 2614900.0 |
 SF0456| DA5347 REFERENCE MON C 90 RM 2               3.792 METERS 33633     |
 SF0456|---------------------------------------------------------------------|
 SF0456
 SF0456                          SUPERSEDED SURVEY CONTROL
 SF0456
 SF0456  NAD 83(1992)-  47 14 45.74263(N)    068 40 36.91917(W) AD(       ) 2
 SF0456  NAD 83(1986)-  47 14 45.74986(N)    068 40 36.91416(W) AD(       ) 2
 SF0456  NAD 27      -  47 14 45.61152(N)    068 40 38.74348(W) AD(       ) 2
 SF0456  NGVD 29 (07/19/86)  207.9    (m)          682.     (f) VERT ANG       
 SF0456
 SF0456.Superseded values are not recommended for survey control.
 SF0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0456.See file dsdata.txt to determine how the superseded data were derived.
 SF0456
 SF0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN2444932557(NAD 83)
 SF0456_MARKER: Z = SEE DESCRIPTION
 SF0456_SETTING: 66 = SET IN ROCK OUTCROP
 SF0456_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 SF0456
 SF0456  HISTORY     - Date     Condition        Report By
 SF0456  HISTORY     - 1976     MONUMENTED       IBC
 SF0456  HISTORY     - 1977     GOOD             IBC
 SF0456
 SF0456                          STATION DESCRIPTION
 SF0456
 SF0456'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1976 (CRM)
 SF0456'THE MONUMENT IS LOCATED ABOUT 1 MILE EAST-NORTHEAST OF LEDGES,
 SF0456'NEW BRUNSWICK, ON THE SOUTH SLOPE OF A LOW, STEEP KNOLL, NEAR THE
 SF0456'WOODS LINE AT THE EAST EDGE OF A FIELD, 0.05 MILE NORTHWEST OF
 SF0456'A GRAVEL PIT, AND ON PROPERTY OWNED BY MR. NADEAU.
 SF0456'
 SF0456'TO REACH FROM THE CATHOLIC CHURCH IN LEDGES, GO EAST, NORTH, AND
 SF0456'EAST ON PROVINCIAL ROUTE 205 FOR 1.4 MILES TO A SIDE ROAD LEFT
 SF0456'BETWEEN A TWO-STORY HOUSE AND A ONE-STORY HOUSE.  TURN LEFT AND
 SF0456'GO NORTH FOR ABOUT 150 FEET TO A FIELD ROAD ON THE LEFT.  BEAR
 SF0456'LEFT AND GO NORTHERLY ON THE FIELD ROAD, PASSING ON THE WEST SIDE
 SF0456'OF A GRAVEL PIT, FOR ABOUT 200 FEET TO A GRADED AREA AND THE END
 SF0456'OF TRUCK TRAVEL.  PACK NORTH FOR ABOUT 200 FEET TO THE WOODS
 SF0456'LINE AND THE MONUMENT.
 SF0456'
 SF0456'THE REFERENCE MONUMENT, STAMPED C-90-76 1976, IS A BRONZE,
 SF0456'REFERENCE MONUMENT DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT
 SF0456'IS FLUSH WITH THE GROUND.
 SF0456'
 SF0456'REFERENCE MARK 1, STAMPED C-90-76 1 1976, IS A BRONZE, REFERENCE
 SF0456'MARK DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH
 SF0456'THE GROUND.  IT IS 1.29 METERS LOWER THAN THE REFERENCE MONUMENT.
 SF0456'
 SF0456'REFERENCE MARK 2, STAMPED C-90-76 2 1976, IS A BRONZE, REFERENCE
 SF0456'MARK DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH
 SF0456'THE GROUND.  IT IS 0.37 METER HIGHER THAN THE REFERENCE MONUMENT.
 SF0456
 SF0456                          STATION RECOVERY (1977)
 SF0456
 SF0456'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977 (CRM)
 SF0456'THE REFERENCE MONUMENT, REFERENCE MARK 1, AND REFERENCE MARK 2 WERE
 SF0456'RECOVERED AS DESCRIBED IN 1976 AND FOUND IN GOOD CONDITION.  A WITNESS
 SF0456'POST WAS SET THIS YEAR.  THE 1976 DESCRIPTION IS ADEQUATE WITH THE
 SF0456'FOLLOWING ADDITION.
 SF0456'
 SF0456'THE REFERENCE MONUMENT IS 3.33 METERS WEST OF A STEEL WITNESS POST
 SF0456'WITH METAL SIGN ATTACHED.
 SF0456'
 SF0456'REFERENCE MARK 1 IS 6.98 METERS SOUTHWEST OF THE WITNESS POST AND 1.29
 SF0456'METERS LOWER IN ELEVATION THAN THE REFERENCE MONUMENT.
 SF0456'
 SF0456'REFERENCE MARK 2 IS 6.65 METERS WEST-NORTHWEST OF THE WITNESS POST AND
 SF0456'0.37 METER HIGHER IN ELEVATION THAN THE REFERENCE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0479 ***********************************************************************
 SF0479  DESIGNATION -  REFERENCE MON S 100 77
 SF0479  PID         -  SF0479
 SF0479  STATE/COUNTY-  ME/AROOSTOOK
 SF0479  USGS QUAD   -  WHEELOCK (1985)
 SF0479
 SF0479                         *CURRENT SURVEY CONTROL
 SF0479  ___________________________________________________________________
 SF0479* NAD 83(1996)-  47 13 26.52013(N)    068 44 42.22464(W)     ADJUSTED  
 SF0479* NAVD 88     -       171.9    (meters)     564.     (feet)  VERTCON   
 SF0479  ___________________________________________________________________
 SF0479  LAPLACE CORR-           7.43  (seconds)                    DEFLEC99
 SF0479  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 SF0479
 SF0479  HORZ ORDER  -  SECOND
 SF0479
 SF0479.The horizontal coordinates were established by classical geodetic methods
 SF0479.and adjusted by the National Geodetic Survey in March 1998..
 SF0479
 SF0479.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0479
 SF0479.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0479
 SF0479.The geoid height was determined by GEOID03.
 SF0479
 SF0479;                    North         East     Units Scale Factor Converg.
 SF0479;SPC ME E     -   395,357.032   281,441.447   MT  0.99990423   -0 10 47.6
 SF0479;UTM  19      - 5,230,092.133   519,300.608   MT  0.99960458   +0 11 13.7
 SF0479
 SF0479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0479!SPC ME E     -   0.99997693  x   0.99990423  =   0.99988117
 SF0479!UTM  19      -   0.99997693  x   0.99960458  =   0.99958152
 SF0479
 SF0479:                Primary Azimuth Mark                     Grid Az
 SF0479:SPC ME E     -  LEDGES CATH CH SPIRE                     056 08 36.0
 SF0479:UTM  19      -  LEDGES CATH CH SPIRE                     055 46 34.7
 SF0479
 SF0479|---------------------------------------------------------------------|
 SF0479| PID    Reference Object                     Distance      Geod. Az  |
 SF0479|                                                           dddmmss.s |
 SF0479| SF0457 LEDGES CATH CH SPIRE                APPROX. 3.9 KM 0555748.4 |
 SF0479| DA5640 REFERENCE MON S 100 77 RM 1          13.059 METERS 09234     |
 SF0479| DA5641 REFERENCE MON S 100 77 RM 2           7.688 METERS 27935     |
 SF0479| SF0480 SAVAGE                              376.891 METERS 32854     |
 SF0479|---------------------------------------------------------------------|
 SF0479
 SF0479                          SUPERSEDED SURVEY CONTROL
 SF0479
 SF0479  NAD 83(1992)-  47 13 26.51330(N)    068 44 42.22073(W) AD(       ) 2
 SF0479  NAD 83(1986)-  47 13 26.52101(N)    068 44 42.21614(W) AD(       ) 2
 SF0479  NAD 27      -  47 13 26.38484(N)    068 44 44.04057(W) AD(       ) 2
 SF0479  NGVD 29 (07/19/86)  172.0    (m)          564.     (f) VERT ANG       
 SF0479
 SF0479.Superseded values are not recommended for survey control.
 SF0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0479.See file dsdata.txt to determine how the superseded data were derived.
 SF0479
 SF0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN1930130092(NAD 83)
 SF0479_MARKER: DH = HORIZONTAL CONTROL DISK
 SF0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF0479_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF0479
 SF0479  HISTORY     - Date     Condition        Report By
 SF0479  HISTORY     - 1977     MONUMENTED       IBC
 SF0479
 SF0479                          STATION DESCRIPTION
 SF0479
 SF0479'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1977 (CRM)
 SF0479'THE REFERENCE MONUMENT IS LOCATED ABOUT 7-1/4 MILES WEST-SOUTHWEST OF
 SF0479'FT. KENT, MAINE, 3-1/4 MILES NORTHEAST OF ST. JOHN, MAINE, ON PROPERTY
 SF0479'OWNED BY MR. LOUIS BERUBE, 200 FEET EAST OF THE BERUBE RESIDENCE, NEAR
 SF0479'THE NORTHEAST CORNER OF THEIR LOT, AND 100 FEET SOUTHEAST OF AND 20
 SF0479'FEET HIGHER THAN THE HIGHWAY.
 SF0479'
 SF0479'TO REACH FROM THE INTERNATIONAL BRIDGE IN FT. KENT, GO WEST AND
 SF0479'SOUTHWEST ON STATE HIGHWAY 161 FOR 7.6 MILES TO A RAILROAD CROSSING.
 SF0479'CONTINUE SOUTHWEST ON THE HIGHWAY FOR 0.05 MILE TO THE REFERENCE
 SF0479'MONUMENT ON THE LEFT, SOUTHEAST, SIDE OF THE HIGHWAY.
 SF0479'
 SF0479'THE REFERENCE MONUMENT, STAMPED ---S-100-77 1977--- IS A BRONZE,
 SF0479'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST
 SF0479'THAT IS 18 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 3.62
 SF0479'METERS SOUTHEAST OF A STEEL WITNESS POST WITH METAL SIGN ATTACHED.
 SF0479'
 SF0479'REFERENCE MARK1, STAMPED ---S-100-77 1 1977--- IS A BRONZE, REFERENCE
 SF0479'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS 1
 SF0479'FOOT IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 14.22 METERS EAST
 SF0479'OF THE WITNESS POST AND 0.34 METER LOWER IN ELEVATION THAN THE
 SF0479'REFERENCE MONUMENT.
 SF0479'
 SF0479'REFERENCE MARK 2, STAMPED ---S-100-77 2 1977--- IS A BRONZE, REFERENCE
 SF0479'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS 1
 SF0479'FOOT IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 7.42 METERS WEST-
 SF0479'SOUTHWEST OF THE WITNESS POST AND 0.03 METER HIGHER IN ELEVATION THAN
 SF0479'THE REFERENCE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0494 ***********************************************************************
 SF0494  DESIGNATION -  REFERENCE MON S 102
 SF0494  PID         -  SF0494
 SF0494  STATE/COUNTY-  ME/AROOSTOOK
 SF0494  USGS QUAD   -  ST JOHN (1985)
 SF0494
 SF0494                         *CURRENT SURVEY CONTROL
 SF0494  ___________________________________________________________________
 SF0494* NAD 83(1996)-  47 13 13.36883(N)    068 45 52.86418(W)     ADJUSTED  
 SF0494* NAVD 88     -       172.7    (meters)     567.     (feet)  VERTCON   
 SF0494  ___________________________________________________________________
 SF0494  LAPLACE CORR-           6.93  (seconds)                    DEFLEC99
 SF0494  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 SF0494
 SF0494  HORZ ORDER  -  SECOND
 SF0494
 SF0494.The horizontal coordinates were established by classical geodetic methods
 SF0494.and adjusted by the National Geodetic Survey in March 1998..
 SF0494
 SF0494.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0494
 SF0494.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0494
 SF0494.The geoid height was determined by GEOID03.
 SF0494
 SF0494;                    North         East     Units Scale Factor Converg.
 SF0494;SPC ME E     -   394,955.786   279,954.091   MT  0.99990494   -0 11 39.4
 SF0494;UTM  19      - 5,229,681.492   517,816.299   MT  0.99960390   +0 10 21.8
 SF0494
 SF0494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0494!SPC ME E     -   0.99997682  x   0.99990494  =   0.99988176
 SF0494!UTM  19      -   0.99997682  x   0.99960390  =   0.99958073
 SF0494
 SF0494|---------------------------------------------------------------------|
 SF0494| PID    Reference Object                     Distance      Geod. Az  |
 SF0494|                                                           dddmmss.s |
 SF0494| DA5642 REFERENCE MON S 102 RM 1              7.706 METERS 05105     |
 SF0494| SF0493 ST JOHN CATH CH CROSS                94.449 METERS 13418     |
 SF0494| DA5643 REFERENCE MON S 102 RM 2              8.433 METERS 26157     |
 SF0494| SF0499 REFERENCE MON C 97 77               APPROX. 1.9 KM 2723004.0 |
 SF0494|---------------------------------------------------------------------|
 SF0494
 SF0494                          SUPERSEDED SURVEY CONTROL
 SF0494
 SF0494  NAD 83(1992)-  47 13 13.36184(N)    068 45 52.86021(W) AD(       ) 2
 SF0494  NAD 83(1986)-  47 13 13.36967(N)    068 45 52.85570(W) AD(       ) 2
 SF0494  NAD 27      -  47 13 13.23430(N)    068 45 54.67814(W) AD(       ) 2
 SF0494  NGVD 29 (07/19/86)  172.8    (m)          567.     (f) VERT ANG       
 SF0494
 SF0494.Superseded values are not recommended for survey control.
 SF0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0494.See file dsdata.txt to determine how the superseded data were derived.
 SF0494
 SF0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN1781629681(NAD 83)
 SF0494
 SF0494  HISTORY     - Date     Condition        Report By
 SF0494  HISTORY     - 1977     MONUMENTED       IBC
 SF0494  HISTORY     - 1977     GOOD             IBC
 SF0494
 SF0494                          STATION DESCRIPTION
 SF0494
 SF0494'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1977 (CRM)
 SF0494'THE REFERENCE MONUMENT WAS RECOVERED IN GOOD CONDITION.  TWO REFERENCE
 SF0494'MARKS WERE ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 SF0494'
 SF0494'THE REFERENCE MONUMENT IS LOCATED ABOUT 2-1/4 MILES NORTHEAST OF ST.
 SF0494'JOHN, MAINE, 200 FEET NORTHWEST OF THE ST. JOHN CATHOLIC CHURCH, IN
 SF0494'THE NORTHWEST CORNER OF A GRAVEYARD, AND IN LINE WITH A ROW OF SPRUCE
 SF0494'TREES THAT RUN EAST AND WEST.
 SF0494'
 SF0494'THE REFERENCE MONUMENT IS A 10-INCH SQUARE BLOCK OF CONCRETE, PYRAMID-
 SF0494'SHAPED ON TOP, THAT PROJECTS 6 INCHES ABOVE A 3-FOOT SQUARE, CONCRETE
 SF0494'BASE.  OVERALL IT PROJECTS 2 FEET AND U.S. NO 102 AND 1910 IS
 SF0494'INSCRIBED IN THE BASE.  IT IS 26 FEET EAST OF THE WEST END OF THE ROW
 SF0494'OF SPRUCE TREES AND 6.3 FEET SOUTH OF A STEEL WITNESS POST WITH METAL
 SF0494'SIGN ATTACHED.
 SF0494'
 SF0494'REFERENCE MARK 1, STAMPED ---S-102 1 1977--- IS A BRONZE, REFERENCE
 SF0494'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS 1
 SF0494'FOOT IN DIAMETER AND PROJECTS 1 FOOT.  IT IS 23.6 FEET EAST OF THE
 SF0494'WITNESS POST.
 SF0494'
 SF0494'REFERENCE MARK 2, STAMPED ---S-102 2 1977--- IS A BRONZE, REFERENCE
 SF0494'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS 1
 SF0494'FOOT IN DIAMETER AND PROJECTS 6 INCHES.  IT IS 27.7 FEET WEST OF THE
 SF0494'WITNESS POST AND 7 FEET NORTH OF THE WEST END OF THE ROW OF SPRUCE
 SF0494'TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0498 ***********************************************************************
 SF0498  DESIGNATION -  REFERENCE MON S 103 51
 SF0498  PID         -  SF0498
 SF0498  STATE/COUNTY-  ME/AROOSTOOK
 SF0498  USGS QUAD   -  ST JOHN (1985)
 SF0498
 SF0498                         *CURRENT SURVEY CONTROL
 SF0498  ___________________________________________________________________
 SF0498* NAD 83(1996)-  47 12 59.27161(N)    068 46 49.04754(W)     ADJUSTED  
 SF0498* NAVD 88     -       167.2    (meters)     549.     (feet)  VERTCON   
 SF0498  ___________________________________________________________________
 SF0498  LAPLACE CORR-           6.80  (seconds)                    DEFLEC99
 SF0498  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 SF0498
 SF0498  HORZ ORDER  -  SECOND
 SF0498
 SF0498.The horizontal coordinates were established by classical geodetic methods
 SF0498.and adjusted by the National Geodetic Survey in March 1998..
 SF0498
 SF0498.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0498
 SF0498.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0498
 SF0498.The geoid height was determined by GEOID03.
 SF0498
 SF0498;                    North         East     Units Scale Factor Converg.
 SF0498;SPC ME E     -   394,524.606   278,770.570   MT  0.99990554   -0 12 20.6
 SF0498;UTM  19      - 5,229,242.873   516,635.920   MT  0.99960340   +0 09 40.5
 SF0498
 SF0498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0498!SPC ME E     -   0.99997768  x   0.99990554  =   0.99988323
 SF0498!UTM  19      -   0.99997768  x   0.99960340  =   0.99958109
 SF0498
 SF0498|---------------------------------------------------------------------|
 SF0498| PID    Reference Object                     Distance      Geod. Az  |
 SF0498|                                                           dddmmss.s |
 SF0498| DA5644 REFERENCE MON S 103 51 RM 1          18.331 METERS 05931     |
 SF0498| DA5645 REFERENCE MON S 103 51 RM 2          17.252 METERS 07852     |
 SF0498| SF0499 REFERENCE MON C 97 77               APPROX. 0.9 KM 3054921.2 |
 SF0498|---------------------------------------------------------------------|
 SF0498
 SF0498                          SUPERSEDED SURVEY CONTROL
 SF0498
 SF0498  NAD 83(1992)-  47 12 59.26450(N)    068 46 49.04351(W) AD(       ) 2
 SF0498  NAD 83(1986)-  47 12 59.27242(N)    068 46 49.03906(W) AD(       ) 2
 SF0498  NAD 27      -  47 12 59.13762(N)    068 46 50.86066(W) AD(       ) 2
 SF0498  NGVD 29 (07/19/86)  167.3    (m)          549.     (f) VERT ANG       
 SF0498
 SF0498.Superseded values are not recommended for survey control.
 SF0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0498.See file dsdata.txt to determine how the superseded data were derived.
 SF0498
 SF0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN1663629243(NAD 83)
 SF0498
 SF0498  HISTORY     - Date     Condition        Report By
 SF0498  HISTORY     - 1951     MONUMENTED       IBC
 SF0498  HISTORY     - 1977     GOOD             IBC
 SF0498
 SF0498                          STATION DESCRIPTION
 SF0498
 SF0498'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1977 (CRM)
 SF0498'THE REFERENCE MONUMENT WAS RECOVERED IN GOOD CONDITION.  TWO REFERENCE
 SF0498'MARKS WERE ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 SF0498'
 SF0498'THE REFERENCE MONUMENT IS LOCATED ABOUT 6 MILES NORTHEAST OF ST.
 SF0498'FRANCIS, MAINE, 1-1/2 MILES NORTHEAST OF ST. JOHN, MAINE, AND ON
 SF0498'RAILROAD RIGHT-OF-WAY.
 SF0498'
 SF0498'TO REACH FROM THE CATHOLIC CHURCH IN ST. FRANCIS, GO NORTHEAST ON
 SF0498'STATE HIGHWAY 161 FOR 4.4 MILES TO A RAILROAD CROSSING.  CONTINUE
 SF0498'NORTHEASTERLY ON THE HIGHWAY FOR 2.6 MILES TO A FIELD ROAD ON THE
 SF0498'LEFT.  TURN LEFT AND GO NORTH ON THE FIELD ROAD FOR 0.1 MILE TO A
 SF0498'RAILROAD CROSSING AND THE REFERENCE MONUMENT ON THE LEFT, WEST, SIDE
 SF0498'OF THE ROAD.
 SF0498'
 SF0498'THE REFERENCE MONUMENT IS A 10-INCH SQUARE, BLOCK OF CONCRETE, PYRAMID
 SF0498'-SHAPED ON TOP, THAT PROJECTS 6 INCHES ABOVE A 2-FOOT SQUARE, CONCRETE
 SF0498'BASE.  OVERALL IT PROJECTS 4 INCHES.  IT IS 10.3 METERS SOUTH OF THE
 SF0498'SOUTH RAIL, 7.3 METERS WEST OF THE CENTERLINE OF THE ROAD, AND 2.31
 SF0498'METERS WEST-NORTHWEST OF A STEEL WITNESS POST WITH METAL SIGN
 SF0498'ATTACHED.
 SF0498'
 SF0498'REFERENCE MARK 1, STAMPED ---S-103-51 1 1977--- IS A BRONZE, REFERENCE
 SF0498'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS 1
 SF0498'FOOT IN DIAMETER AND PROJECTS 6 INCHES.  IT IS 16.75 METERS EAST-
 SF0498'NORTHEAST OF THE WITNESS POST, 10.7 METERS EAST OF THE CENTERLINE OF
 SF0498'THE ROAD, AND 5.2 METERS SOUTH OF THE SOUTH RAIL.
 SF0498'
 SF0498'REFERENCE MARK 2, STAMPED ---S-103-51 2 1977--- IS A BRONZE, REFERENCE
 SF0498'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS 1
 SF0498'FOOT IN DIAMETER AND PROJECTS 8 INCHES.  IT IS 15.23 METERS EAST OF
 SF0498'THE WITNESS POST, 11.3 METERS SOUTH OF THE SOUTH RAIL, 10.0 METERS
 SF0498'EAST OF THE CENTERLINE OF THE ROAD, AND 0.48 METER LOWER IN ELEVATION
 SF0498'THAN THE REFERENCE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0534 ***********************************************************************
 SF0534  DESIGNATION -  REFERENCE MON S 104 77
 SF0534  PID         -  SF0534
 SF0534  STATE/COUNTY-  ME/AROOSTOOK
 SF0534  USGS QUAD   -  ST JOHN (1985)
 SF0534
 SF0534                         *CURRENT SURVEY CONTROL
 SF0534  ___________________________________________________________________
 SF0534* NAD 83(1996)-  47 12 40.13500(N)    068 47 55.34570(W)     ADJUSTED  
 SF0534* NAVD 88     -       174.     (meters)     571.     (feet)  VERTCON   
 SF0534  ___________________________________________________________________
 SF0534  LAPLACE CORR-           6.34  (seconds)                    DEFLEC99
 SF0534  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 SF0534
 SF0534  HORZ ORDER  -  SECOND
 SF0534
 SF0534.The horizontal coordinates were established by classical geodetic methods
 SF0534.and adjusted by the National Geodetic Survey in March 1998..
 SF0534
 SF0534.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0534
 SF0534.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0534
 SF0534.The geoid height was determined by GEOID03.
 SF0534
 SF0534;                    North         East     Units Scale Factor Converg.
 SF0534;SPC ME E     -   393,938.863   277,373.458   MT  0.99990629   -0 13 09.2
 SF0534;UTM  19      - 5,228,648.374   515,243.010   MT  0.99960286   +0 08 51.8
 SF0534
 SF0534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0534!SPC ME E     -   0.99997664  x   0.99990629  =   0.99988293
 SF0534!UTM  19      -   0.99997664  x   0.99960286  =   0.99957951
 SF0534
 SF0534|---------------------------------------------------------------------|
 SF0534| PID    Reference Object                     Distance      Geod. Az  |
 SF0534|                                                           dddmmss.s |
 SF0534| DA5646 REFERENCE MON S 104 77 RM 1          10.439 METERS 04922     |
 SF0534| SF0535 REF MON S 104 77 A PT                 7.132 METERS 22646     |
 SF0534| DA5647 REFERENCE MON S 104 77 RM 2           7.205 METERS 25450     |
 SF0534| SF0501 TIE                                 127.017 METERS 27013     |
 SF0534|---------------------------------------------------------------------|
 SF0534
 SF0534                          SUPERSEDED SURVEY CONTROL
 SF0534
 SF0534  NAD 83(1992)-  47 12 40.12771(N)    068 47 55.34163(W) AD(       ) 2
 SF0534  NAD 83(1986)-  47 12 40.13569(N)    068 47 55.33726(W) AD(       ) 2
 SF0534  NAD 27      -  47 12 40.00106(N)    068 47 57.15725(W) AD(       ) 2
 SF0534  NGVD 29 (07/19/86)  174.     (m)          571.     (f) VERT ANG       
 SF0534
 SF0534.Superseded values are not recommended for survey control.
 SF0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0534.See file dsdata.txt to determine how the superseded data were derived.
 SF0534
 SF0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN1524328648(NAD 83)
 SF0534_MARKER: DH = HORIZONTAL CONTROL DISK
 SF0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF0534
 SF0534  HISTORY     - Date     Condition        Report By
 SF0534  HISTORY     - 1977     MONUMENTED       IBC
 SF0534
 SF0534                          STATION DESCRIPTION
 SF0534
 SF0534'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1977 (CRM)
 SF0534'THE REFERENCE MONUMENT IS LOCATED ABOUT 5-3/4 MILES NORTHEAST OF ST.
 SF0534'FRANCIS, MAINE AND ON HIGHWAY RIGHT-OF-WAY.
 SF0534'
 SF0534'TO REACH FROM THE CATHOLIC CHURCH IN ST. FRANCIS, GO NORTHEAST ON
 SF0534'STATE HIGHWAY 161 FOR 4.4 MILES TO A RAILROAD CROSSING.  CONTINUE
 SF0534'NORTHEAST ON THE HIGHWAY FOR 1.6 MILES TO THE REFERENCE MONUMENT ON
 SF0534'THE LEFT, NORTHWEST, SIDE OF THE HIGHWAY.
 SF0534'
 SF0534'THE REFERENCE MONUMENT, STAMPED ---S-104-77 1977--- IS A BRONZE,
 SF0534'REFERENCE MONUMENT DISK CEMENTED IN A DRILL HOLE IN THE APPROXIMATE
 SF0534'CENTER OF THE CONCRETE BASE FOR OLD REFERENCE MONUMENT S-104-31.  THE
 SF0534'CONCRETE BASE IS 3-FEET SQUARE, PROJECTS 6 INCHES, AND U.S. NO 104
 SF0534'AND 1931 IS INSCRIBED IN IT.  IT IS 6.9 METERS NORTHWEST OF THE
 SF0534'CENTERLINE OF THE HIGHWAY AND 1.28 METERS SOUTH OF A STEEL WITNESS
 SF0534'POST WITH METAL SIGN ATTACHED.
 SF0534'
 SF0534'REFERENCE MARK 1, STAMPED ---S-104-77 1 1977--- IS A BRONZE, REFERENCE
 SF0534'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS 1
 SF0534'FOOT IN DIAMETER AND PROJECTS 2 INCHES.  IT IS 9.45 METERS NORTHEAST
 SF0534'OF THE WITNESS POST, 8.9 METERS NORTHWEST OF THE CENTERLINE OF THE
 SF0534'HIGHWAY, AND 0.31 METER HIGHER IN ELEVATION THAN THE REFERENCE
 SF0534'MONUMENT.
 SF0534'
 SF0534'REFERENCE MARK 2, STAMPED ---S-104-77 2 1977--- IS A BRONZE, REFERENCE
 SF0534'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS 1
 SF0534'FOOT IN DIAMETER AND PROJECTS 2 INCHES.  IT IS 8.8 METERS NORTHWEST OF
 SF0534'THE CENTERLINE OF THE HIGHWAY, 7.95 METERS SOUTHWEST OF THE WITNESS
 SF0534'POST, AND 0.32 METER LOWER IN ELEVATION THAN THE REFERENCE MONUMENT.
 SF0534'
 SF0534'REFERENCE MONUMENT S-104-77 TEMPORARY A POINT 1977 IS AN UNSTAMPED
 SF0534'BRASS CAP RIVETED TO A COPPER-COATED STEEL ROD THAT IS 3 FEET LONG AND
 SF0534'DRIVEN FLUSH WITH THE GROUND.  IT IS 8.22 METERS SOUTH-SOUTHWEST OF
 SF0534'THE WITNESS POST, 5.3 METERS NORTHWEST OF THE CENTERLINE OF THE
 SF0534'HIGHWAY, AND 0.03 METER HIGHER IN ELEVATION THAN THE REFERENCE
 SF0534'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0509 ***********************************************************************
 SF0509  DESIGNATION -  REFERENCE MON S 105 77
 SF0509  PID         -  SF0509
 SF0509  STATE/COUNTY-  ME/AROOSTOOK
 SF0509  USGS QUAD   -  ST JOHN (1985)
 SF0509
 SF0509                         *CURRENT SURVEY CONTROL
 SF0509  ___________________________________________________________________
 SF0509* NAD 83(1996)-  47 12 21.70274(N)    068 48 47.94977(W)     ADJUSTED  
 SF0509* NAVD 88     -       181.9    (meters)     597.     (feet)  VERTCON   
 SF0509  ___________________________________________________________________
 SF0509  LAPLACE CORR-           6.17  (seconds)                    DEFLEC99
 SF0509  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 SF0509
 SF0509  HORZ ORDER  -  SECOND
 SF0509
 SF0509.The horizontal coordinates were established by classical geodetic methods
 SF0509.and adjusted by the National Geodetic Survey in March 1998..
 SF0509
 SF0509.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0509
 SF0509.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0509
 SF0509.The geoid height was determined by GEOID03.
 SF0509
 SF0509;                    North         East     Units Scale Factor Converg.
 SF0509;SPC ME E     -   393,374.035   276,264.323   MT  0.99990692   -0 13 47.7
 SF0509;UTM  19      - 5,228,076.629   514,137.851   MT  0.99960246   +0 08 13.2
 SF0509
 SF0509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0509!SPC ME E     -   0.99997539  x   0.99990692  =   0.99988231
 SF0509!UTM  19      -   0.99997539  x   0.99960246  =   0.99957786
 SF0509
 SF0509:                Primary Azimuth Mark                     Grid Az
 SF0509:SPC ME E     -  REFERENCE MON 168A 77                    016 56 36.0
 SF0509:UTM  19      -  REFERENCE MON 168A 77                    016 34 35.1
 SF0509
 SF0509|---------------------------------------------------------------------|
 SF0509| PID    Reference Object                     Distance      Geod. Az  |
 SF0509|                                                           dddmmss.s |
 SF0509| SF0507 REFERENCE MON 168A 77               460.660 METERS 0164248.3 |
 SF0509| DA5648 REFERENCE MON S 105 77 RM 1           7.740 METERS 18938     |
 SF0509| DA5649 REFERENCE MON S 105 77 RM 2           9.647 METERS 29653     |
 SF0509| SF0510 ROAD                                 97.591 METERS 32842     |
 SF0509|---------------------------------------------------------------------|
 SF0509
 SF0509                          SUPERSEDED SURVEY CONTROL
 SF0509
 SF0509  NAD 83(1992)-  47 12 21.69531(N)    068 48 47.94560(W) AD(       ) 2
 SF0509  NAD 83(1986)-  47 12 21.70333(N)    068 48 47.94129(W) AD(       ) 2
 SF0509  NAD 27      -  47 12 21.56765(N)    068 48 49.75959(W) AD(       ) 2
 SF0509  NGVD 29 (07/19/86)  182.0    (m)          597.     (f) VERT ANG       
 SF0509
 SF0509.Superseded values are not recommended for survey control.
 SF0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0509.See file dsdata.txt to determine how the superseded data were derived.
 SF0509
 SF0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN1413828077(NAD 83)
 SF0509_MARKER: DH = HORIZONTAL CONTROL DISK
 SF0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF0509_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF0509
 SF0509  HISTORY     - Date     Condition        Report By
 SF0509  HISTORY     - 1977     MONUMENTED       IBC
 SF0509
 SF0509                          STATION DESCRIPTION
 SF0509
 SF0509'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1977 (CRM)
 SF0509'THE REFERENCE MONUMENT IS LOCATED ABOUT 4-3/4 MILES NORTHEAST OF ST.
 SF0509'FRANCIS, MAINE, AT THE EDGE OF A BLUFF AT THE NORTH CORNER OF A
 SF0509'CULTIVATED FIELD, AND ON PROPERTY OWNED BY MR. IRVING OLEARY.
 SF0509'
 SF0509'TO REACH FROM THE CATHOLIC CHURCH IN ST. FRANCIS, GO NORTHEAST ON
 SF0509'STATE HIGHWAY 161 FOR 4.4 MILES TO A RAILROAD CROSSING.  CONTINUE
 SF0509'NORTHEAST ON THE HIGHWAY FOR 0.8 MILE TO A SIDE ROAD RIGHT.  TURN
 SF0509'RIGHT AND GO SOUTHEAST FOR ABOUT 200 FEET TO THE REFERENCE MONUMENT ON
 SF0509'THE RIGHT ATOP A BLUFF THAT IS ABOUT 25 FEET HIGHER THAN THE ROAD.
 SF0509'
 SF0509'THE REFERENCE MONUMENT, STAMPED ---S-105-77 1977--- IS A BRONZE,
 SF0509'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST
 SF0509'THAT IS 18 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 1.50
 SF0509'METERS SOUTHWEST OF A STEEL WITNESS POST WITH METAL SIGN ATTACHED.
 SF0509'
 SF0509'REFERENCE MARK 1, STAMPED ---S-105-77 1 1977--- IS A BRONZE, REFERENCE
 SF0509'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS 1
 SF0509'FOOT IN DIAMETER AND PROJECTS 2 INCHES.  IT IS 9.00 METERS SOUTH OF
 SF0509'THE WITNESS POST AND 0.34 METER HIGHER IN ELEVATION THAN THE REFERENCE
 SF0509'MONUMENT.
 SF0509'
 SF0509'REFERENCE MARK 2, STAMPED ---S-105-77 2 1977--- IS A BRONZE, REFERENCE
 SF0509'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS 1
 SF0509'FOOT IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 10.27 METERS WEST
 SF0509'OF THE WITNESS POST AND 1.34 METERS LOWER IN ELEVATION THAN THE
 SF0509'REFERENCE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0514 ***********************************************************************
 SF0514  DESIGNATION -  REFERENCE MON S 106 77
 SF0514  PID         -  SF0514
 SF0514  STATE/COUNTY-  ME/AROOSTOOK
 SF0514  USGS QUAD   -  ST JOHN (1985)
 SF0514
 SF0514                         *CURRENT SURVEY CONTROL
 SF0514  ___________________________________________________________________
 SF0514* NAD 83(1996)-  47 12 01.65531(N)    068 49 43.14231(W)     ADJUSTED  
 SF0514* NAVD 88     -       167.6    (meters)     550.     (feet)  VERTCON   
 SF0514  ___________________________________________________________________
 SF0514  LAPLACE CORR-           6.33  (seconds)                    DEFLEC99
 SF0514  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 SF0514
 SF0514  HORZ ORDER  -  SECOND
 SF0514
 SF0514.The horizontal coordinates were established by classical geodetic methods
 SF0514.and adjusted by the National Geodetic Survey in March 1998..
 SF0514
 SF0514.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0514
 SF0514.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0514
 SF0514.The geoid height was determined by GEOID03.
 SF0514
 SF0514;                    North         East     Units Scale Factor Converg.
 SF0514;SPC ME E     -   392,759.770   275,100.290   MT  0.99990762   -0 14 28.1
 SF0514;UTM  19      - 5,227,455.112   512,978.129   MT  0.99960207   +0 07 32.6
 SF0514
 SF0514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0514!SPC ME E     -   0.99997764  x   0.99990762  =   0.99988526
 SF0514!UTM  19      -   0.99997764  x   0.99960207  =   0.99957972
 SF0514
 SF0514|---------------------------------------------------------------------|
 SF0514| PID    Reference Object                     Distance      Geod. Az  |
 SF0514|                                                           dddmmss.s |
 SF0514| DA5650 REFERENCE MON S 106 77 RM 1           9.393 METERS 03203     |
 SF0514| DA6097 REFERENCE MON S 106 77 RM 2          10.982 METERS 23208     |
 SF0514| SF0517 CONNORS CATH CH SPIRE               APPROX. 0.8 KM 3344254.8 |
 SF0514|---------------------------------------------------------------------|
 SF0514
 SF0514                          SUPERSEDED SURVEY CONTROL
 SF0514
 SF0514  NAD 83(1992)-  47 12 01.64773(N)    068 49 43.13803(W) AD(       ) 2
 SF0514  NAD 83(1986)-  47 12 01.65580(N)    068 49 43.13378(W) AD(       ) 2
 SF0514  NAD 27      -  47 12 01.51867(N)    068 49 44.94919(W) AD(       ) 2
 SF0514  NGVD 29 (07/19/86)  167.7    (m)          550.     (f) VERT ANG       
 SF0514
 SF0514.Superseded values are not recommended for survey control.
 SF0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0514.See file dsdata.txt to determine how the superseded data were derived.
 SF0514
 SF0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN1297827455(NAD 83)
 SF0514_MARKER: DH = HORIZONTAL CONTROL DISK
 SF0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF0514_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF0514
 SF0514  HISTORY     - Date     Condition        Report By
 SF0514  HISTORY     - 1977     MONUMENTED       IBC
 SF0514
 SF0514                          STATION DESCRIPTION
 SF0514
 SF0514'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1977 (CRM)
 SF0514'THE REFERENCE MONUMENT IS LOCATED ABOUT 4 MILES NORTHEAST OF ST.
 SF0514'FRANCIS, MAINE, IN A GRASSY AREA AT THE SOUTH EDGE OF A CULTIVATED
 SF0514'FIELD, AND ON PROPERTY OWNED BY MR. GEORGE KELLY.
 SF0514'
 SF0514'TO REACH FROM THE CATHOLIC CHURCH IN ST. FRANCIS, GO NORTHEAST ON
 SF0514'STATE HIGHWAY 161 FOR 4.3 MILES TO THE REFERENCE MONUMENT ON THE LEFT,
 SF0514'NORTH, SIDE OF THE HIGHWAY.  THIS IS ABOUT 0.1 MILE BEFORE REACHING A
 SF0514'RAILROAD CROSSING.
 SF0514'
 SF0514'THE REFERENCE MONUMENT, STAMPED ---S-106-77 1977--- IS A BRONZE,
 SF0514'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST
 SF0514'THAT IS 18 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 15.4
 SF0514'METERS NORTH OF THE CENTERLINE OF THE HIGHWAY, 2.8 METERS NORTHWEST OF
 SF0514'A TELEPHONE POLE THAT HAS A WHITE METAL BOX ATTACHED TO IT, AND 1.67
 SF0514'METERS NORTH OF A STEEL WITNESS POST WITH METAL SIGN ATTACHED.
 SF0514'
 SF0514'REFERENCE MARK 1, STAMPED ---S-106-77 1 1977--- IS A BRONZE, REFERENCE
 SF0514'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS 1
 SF0514'FOOT IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 10.95 METERS
 SF0514'NORTHEAST OF THE WITNESS POST, 10.2 METERS NORTH-NORTHEAST OF THE
 SF0514'TELEPHONE POLE WITH THE METAL BOX, AND 0.59 METER LOWER IN ELEVATION
 SF0514'THAN THE REFERENCE MONUMENT.
 SF0514'
 SF0514'REFERENCE MARK 2, STAMPED ---S-106-77 2 1977--- IS A BRONZE, REFERENCE
 SF0514'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS 1
 SF0514'FOOT IN DIAMETER AND PROJECTS 2 INCHES.  IT IS 12.7 METERS NORTH OF
 SF0514'THE CENTERLINE OF THE HIGHWAY, 9.81 METERS WEST OF THE WITNESS POST
 SF0514'AND 0.31 METER HIGHER IN ELEVATION THAN THE REFERENCE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0536 ***********************************************************************
 SF0536  DESIGNATION -  REFERENCE MON S 107A 77
 SF0536  PID         -  SF0536
 SF0536  STATE/COUNTY-  ME/AROOSTOOK
 SF0536  USGS QUAD   -  ST JOHN (1985)
 SF0536
 SF0536                         *CURRENT SURVEY CONTROL
 SF0536  ___________________________________________________________________
 SF0536* NAD 83(1996)-  47 11 50.70550(N)    068 50 27.64525(W)     ADJUSTED  
 SF0536* NAVD 88     -       169.9    (meters)     557.     (feet)  VERTCON   
 SF0536  ___________________________________________________________________
 SF0536  LAPLACE CORR-           6.49  (seconds)                    DEFLEC99
 SF0536  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 SF0536
 SF0536  HORZ ORDER  -  SECOND
 SF0536
 SF0536.The horizontal coordinates were established by classical geodetic methods
 SF0536.and adjusted by the National Geodetic Survey in March 1998..
 SF0536
 SF0536.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0536
 SF0536.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0536
 SF0536.The geoid height was determined by GEOID03.
 SF0536
 SF0536;                    North         East     Units Scale Factor Converg.
 SF0536;SPC ME E     -   392,425.670   274,162.232   MT  0.99990820   -0 15 00.7
 SF0536;UTM  19      - 5,227,115.117   512,042.516   MT  0.99960178   +0 06 59.9
 SF0536
 SF0536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0536!SPC ME E     -   0.99997728  x   0.99990820  =   0.99988548
 SF0536!UTM  19      -   0.99997728  x   0.99960178  =   0.99957907
 SF0536
 SF0536|---------------------------------------------------------------------|
 SF0536| PID    Reference Object                     Distance      Geod. Az  |
 SF0536|                                                           dddmmss.s |
 SF0536| DA6098 REFERENCE MON S 107A 77 RM 1         16.190 METERS 00026     |
 SF0536| SF0517 CONNORS CATH CH SPIRE               APPROX. 1.2 KM 0280848.5 |
 SF0536| DA6099 REFERENCE MON S 107A 77 RM 2          7.617 METERS 18849     |
 SF0536| SF0537 REF MON S 107                         6.192 METERS 35423     |
 SF0536|---------------------------------------------------------------------|
 SF0536
 SF0536                          SUPERSEDED SURVEY CONTROL
 SF0536
 SF0536  NAD 83(1992)-  47 11 50.69781(N)    068 50 27.64091(W) AD(       ) 2
 SF0536  NAD 83(1986)-  47 11 50.70592(N)    068 50 27.63670(W) AD(       ) 2
 SF0536  NAD 27      -  47 11 50.56786(N)    068 50 29.45022(W) AD(       ) 2
 SF0536  NGVD 29 (07/19/86)  170.0    (m)          558.     (f) VERT ANG       
 SF0536
 SF0536.Superseded values are not recommended for survey control.
 SF0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0536.See file dsdata.txt to determine how the superseded data were derived.
 SF0536
 SF0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN1204327115(NAD 83)
 SF0536_MARKER: DH = HORIZONTAL CONTROL DISK
 SF0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF0536_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF0536
 SF0536  HISTORY     - Date     Condition        Report By
 SF0536  HISTORY     - 1977     MONUMENTED       IBC
 SF0536
 SF0536                          STATION DESCRIPTION
 SF0536
 SF0536'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1977 (CRM)
 SF0536'THE REFERENCE MONUMENT IS LOCATED ABOUT 3-1/2 MILES NORTHEAST OF ST.
 SF0536'FRANCIS, MAINE, IN THE BRUSH LINE AT THE WEST EDGE OF A FIELD, ABOUT
 SF0536'150 FEET NORTHWEST OF STATE HIGHWAY 161, AND ON PROPERTY OWNED BY MR.
 SF0536'JAMES DAIGLE.
 SF0536'
 SF0536'TO REACH FROM THE CATHOLIC CHURCH IN ST. FRANCIS, GO NORTHEAST ON
 SF0536'STATE HIGHWAY 161 FOR 3.7 MILES TO THE REFERENCE MONUMENT ON THE LEFT,
 SF0536'NORTHWEST, SIDE OF THE HIGHWAY.
 SF0536'
 SF0536'THE REFERENCE MONUMENT, STAMPED ---S-107A-77 1977--- IS A BRONZE,
 SF0536'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST
 SF0536'THAT IS 18 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 2.03
 SF0536'METERS SOUTHWEST OF A STEEL WITNESS POST WITH METAL SIGN ATTACHED.
 SF0536'
 SF0536'REFERENCE MARK 1, STAMPED ---S-107A-77 1 1977--- IS A BRONZE,
 SF0536'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST
 SF0536'THAT IS 1 FOOT IN DIAMETER AND PROJECTS 4 INCHES.  IT IS 14.74 METERS
 SF0536'NORTH OF THE WITNESS POST AND 0.27 METER HIGHER IN ELEVATION THAN
 SF0536'REFERENCE MONUMENT S-107A-77.
 SF0536'
 SF0536'REFERENCE MARK 2, STAMPED ---S-107A-77 2 1977--- IS A BRONZE,
 SF0536'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST
 SF0536'THAT IS 1 FOOT IN DIAMETER AND PROJECTS 3 INCHES.  IT IS 9.40 METERS
 SF0536'SOUTH-SOUTHWEST OF THE WITNESS POST AND 0.04 METER HIGHER IN ELEVATION
 SF0536'THAN REFERENCE MONUMENT S-107A-77.
 SF0536'
 SF0536'REFERENCE MONUMENT S-107 IS A 10-INCH SQUARE BLOCK OF CONCRETE,
 SF0536'PYRAMID-SHAPED ON TOP, THAT PROJECTS 18 INCHES ABOVE A 3-FOOT SQUARE,
 SF0536'CONCRETE BASE.  U.S. NO 107 AND 1910 IS INSCRIBED IN THE BASE.  IT
 SF0536'IS 5.09 METERS NORTH-NORTHWEST OF THE WITNESS POST AND 1.05 METERS
 SF0536'HIGHER IN ELEVATION THAN REFERENCE MONUMENT S-107A-77.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0520 ***********************************************************************
 SF0520  DESIGNATION -  REFERENCE MON S 108 77
 SF0520  PID         -  SF0520
 SF0520  STATE/COUNTY-  ME/AROOSTOOK
 SF0520  USGS QUAD   -  ST JOHN (1985)
 SF0520
 SF0520                         *CURRENT SURVEY CONTROL
 SF0520  ___________________________________________________________________
 SF0520* NAD 83(1996)-  47 11 36.94638(N)    068 50 59.35047(W)     ADJUSTED  
 SF0520* NAVD 88     -       172.7    (meters)     567.     (feet)  VERTCON   
 SF0520  ___________________________________________________________________
 SF0520  LAPLACE CORR-           6.76  (seconds)                    DEFLEC99
 SF0520  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 SF0520
 SF0520  HORZ ORDER  -  SECOND
 SF0520
 SF0520.The horizontal coordinates were established by classical geodetic methods
 SF0520.and adjusted by the National Geodetic Survey in March 1998..
 SF0520
 SF0520.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0520
 SF0520.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0520
 SF0520.The geoid height was determined by GEOID03.
 SF0520
 SF0520;                    North         East     Units Scale Factor Converg.
 SF0520;SPC ME E     -   392,003.757   273,493.042   MT  0.99990863   -0 15 23.9
 SF0520;UTM  19      - 5,226,689.059   511,376.245   MT  0.99960159   +0 06 36.7
 SF0520
 SF0520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0520!SPC ME E     -   0.99997684  x   0.99990863  =   0.99988548
 SF0520!UTM  19      -   0.99997684  x   0.99960159  =   0.99957844
 SF0520
 SF0520|---------------------------------------------------------------------|
 SF0520| PID    Reference Object                     Distance      Geod. Az  |
 SF0520|                                                           dddmmss.s |
 SF0520| DA6100 REFERENCE MON S 108 77 RM 1           8.754 METERS 06253     |
 SF0520| DA6101 REFERENCE MON S 108 77 RM 2           7.465 METERS 22706     |
 SF0520| SF0521 REFERENCE MON C 102 77              APPROX. 0.6 KM 3174028.3 |
 SF0520|---------------------------------------------------------------------|
 SF0520
 SF0520                          SUPERSEDED SURVEY CONTROL
 SF0520
 SF0520  NAD 83(1992)-  47 11 36.93859(N)    068 50 59.34606(W) AD(       ) 2
 SF0520  NAD 83(1986)-  47 11 36.94671(N)    068 50 59.34193(W) AD(       ) 2
 SF0520  NAD 27      -  47 11 36.80850(N)    068 51 01.15795(W) AD(       ) 2
 SF0520  NGVD 29 (07/19/86)  172.8    (m)          567.     (f) VERT ANG       
 SF0520
 SF0520.Superseded values are not recommended for survey control.
 SF0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0520.See file dsdata.txt to determine how the superseded data were derived.
 SF0520
 SF0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN1137626689(NAD 83)
 SF0520_MARKER: DH = HORIZONTAL CONTROL DISK
 SF0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF0520_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF0520
 SF0520  HISTORY     - Date     Condition        Report By
 SF0520  HISTORY     - 1977     MONUMENTED       IBC
 SF0520
 SF0520                          STATION DESCRIPTION
 SF0520
 SF0520'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1977 (CRM)
 SF0520'THE REFERENCE MONUMENT IS LOCATED ABOUT 2-3/4 MILES NORTHEAST OF ST.
 SF0520'FRANCIS, MAINE, 250 FEET NORTHWEST OF STATE HIGHWAY 161, ON THE
 SF0520'NORTHWEST SIDE OF A SMALL GROVE OF TREES THAT ARE ON THE NORTHWEST
 SF0520'SIDE OF A BRUSHY, VACANT LOT, AND ON PROPERTY OWNED BY BLOTNER
 SF0520'BROTHERS INC.
 SF0520'
 SF0520'TO REACH FROM THE CATHOLIC CHURCH IN ST. FRANCIS, GO NORTHEAST ON
 SF0520'STATE HIGHWAY 161 FOR 3.2 MILES TO A SMALL HOUSE ON THE RIGHT AND THE
 SF0520'END OF TRUCK TRAVEL.  PACK NORTHWEST FOR ABOUT 250 FEET, ACROSS A LOT
 SF0520'AND THROUGH A SMALL GROVE OF TREES, TO THE RIVER BANK AND THE
 SF0520'REFERENCE MONUMENT.
 SF0520'
 SF0520'THE REFERENCE MONUMENT, STAMPED ---S-108-77 1977--- IS A BRONZE,
 SF0520'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST
 SF0520'THAT IS 18 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 3.00
 SF0520'METERS NORTH OF A STEEL WITNESS POST WITH METAL SIGN ATTACHED AND 1.6
 SF0520'METERS SOUTHEAST OF THE RIVER BANK.
 SF0520'
 SF0520'REFERENCE MARK 1, STAMPED ---S-108-77 1 1977--- IS A BRONZE, REFERENCE
 SF0520'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS 1
 SF0520'FOOT IN DIAMETER AND PROJECTS 3 INCHES.  IT IS 11.20 METERS NORTHEAST
 SF0520'OF THE WITNESS POST AND 0.25 METER LOWER IN ELEVATION THAN THE
 SF0520'REFERENCE MONUMENT.
 SF0520'
 SF0520'REFERENCE MARK 2, STAMPED ---S-108-77 2 1977--- IS A BRONZE, REFERENCE
 SF0520'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS 1
 SF0520'FOOT IN DIAMETER AND PROJECTS 3 INCHES.  IT IS 4.93 METERS SOUTHWEST
 SF0520'OF THE WITNESS POST AND 0.23 METER HIGHER IN ELEVATION THAN THE
 SF0520'REFERENCE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0538 ***********************************************************************
 SF0538  DESIGNATION -  REFERENCE MON S 109A 77
 SF0538  PID         -  SF0538
 SF0538  STATE/COUNTY-  ME/AROOSTOOK
 SF0538  USGS QUAD   -  ST JOHN (1985)
 SF0538
 SF0538                         *CURRENT SURVEY CONTROL
 SF0538  ___________________________________________________________________
 SF0538* NAD 83(1996)-  47 11 21.67978(N)    068 51 22.94726(W)     ADJUSTED  
 SF0538* NAVD 88     -       181.7    (meters)     596.     (feet)  VERTCON   
 SF0538  ___________________________________________________________________
 SF0538  LAPLACE CORR-           7.25  (seconds)                    DEFLEC99
 SF0538  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 SF0538
 SF0538  HORZ ORDER  -  SECOND
 SF0538
 SF0538.The horizontal coordinates were established by classical geodetic methods
 SF0538.and adjusted by the National Geodetic Survey in March 1998..
 SF0538
 SF0538.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0538
 SF0538.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0538
 SF0538.The geoid height was determined by GEOID03.
 SF0538
 SF0538;                    North         East     Units Scale Factor Converg.
 SF0538;SPC ME E     -   391,534.590   272,994.223   MT  0.99990896   -0 15 41.2
 SF0538;UTM  19      - 5,226,216.853   510,880.593   MT  0.99960145   +0 06 19.3
 SF0538
 SF0538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0538!SPC ME E     -   0.99997543  x   0.99990896  =   0.99988440
 SF0538!UTM  19      -   0.99997543  x   0.99960145  =   0.99957689
 SF0538
 SF0538|---------------------------------------------------------------------|
 SF0538| PID    Reference Object                     Distance      Geod. Az  |
 SF0538|                                                           dddmmss.s |
 SF0538| SF0539 REF MON S 109                         3.806 METERS 18017     |
 SF0538| SF0547 REFERENCE MON C 105 77              APPROX. 1.9 KM 2625303.9 |
 SF0538| DA6102 REFERENCE MON S 109A 77 RM 1          5.963 METERS 28744     |
 SF0538|---------------------------------------------------------------------|
 SF0538
 SF0538                          SUPERSEDED SURVEY CONTROL
 SF0538
 SF0538  NAD 83(1992)-  47 11 21.67194(N)    068 51 22.94276(W) AD(       ) 2
 SF0538  NAD 83(1986)-  47 11 21.68009(N)    068 51 22.93867(W) AD(       ) 2
 SF0538  NAD 27      -  47 11 21.54254(N)    068 51 24.75391(W) AD(       ) 2
 SF0538  NGVD 29 (07/19/86)  181.8    (m)          596.     (f) VERT ANG       
 SF0538
 SF0538.Superseded values are not recommended for survey control.
 SF0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0538.See file dsdata.txt to determine how the superseded data were derived.
 SF0538
 SF0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN1088126217(NAD 83)
 SF0538_MARKER: DH = HORIZONTAL CONTROL DISK
 SF0538_SETTING: 66 = SET IN ROCK OUTCROP
 SF0538_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 SF0538
 SF0538  HISTORY     - Date     Condition        Report By
 SF0538  HISTORY     - 1977     MONUMENTED       IBC
 SF0538
 SF0538                          STATION DESCRIPTION
 SF0538
 SF0538'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1977 (CRM)
 SF0538'THE REFERENCE MONUMENT IS LOCATED ABOUT 2-1/2 MILES NORTHEAST OF ST.
 SF0538'FRANCIS, MAINE, ON RAILROAD RIGHT-OF-WAY, AND ABOUT 10 FEET HIGHER
 SF0538'THAN AND 25 FEET SOUTHEAST OF THE RAILROAD.
 SF0538'
 SF0538'TO REACH FROM THE CATHOLIC CHURCH IN ST. FRANCIS, GO NORTHEAST ON
 SF0538'STATE HIGHWAY 161 FOR 2.9 MILES TO A SIDE ROAD RIGHT THAT LEADS TO A
 SF0538'SAWMILL.  TURN RIGHT AND GO SOUTHEAST FOR 0.05 MILE TO A RAILROAD
 SF0538'CROSSING AND THE END OF TRUCK TRAVEL.  PACK SOUTHWEST ALONG THE
 SF0538'RAILROAD FOR ABOUT 0.1 MILE TO THE REFERENCE MONUMENT ON THE LEFT,
 SF0538'ATOP A LOW, CUT BANK.
 SF0538'
 SF0538'THE REFERENCE MONUMENT, STAMPED ---S-109A-77 1977--- IS A BRONZE,
 SF0538'REFERENCE MONUMENT DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS
 SF0538'ABOUT 2 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 4.0 METERS
 SF0538'NORTHWEST OF A WIRE FENCE AND 1.94 METERS NORTHEAST OF A STEEL WITNESS
 SF0538'POST WITH METAL SIGN ATTACHED.
 SF0538'
 SF0538'REFERENCE MARK 1, STAMPED ---S-109A-77 1 1977--- IS A BRONZE,
 SF0538'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS 2
 SF0538'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 8.3 METERS NORTHWEST OF
 SF0538'THE WIRE FENCE, 4.91 METERS WEST-NORTHWEST OF THE WITNESS POST, AND
 SF0538'0.27 METER LOWER IN ELEVATION THAN REFERENCE MONUMENT S-109A-77.
 SF0538'
 SF0538'REFERENCE MONUMENT S-109 IS A 10-INCH SQUARE BLOCK OF CONCRETE,
 SF0538'PYRAMID-SHAPED ON TOP, THAT PROJECTS 18 INCHES ABOVE A 3-FOOT SQUARE,
 SF0538'CONCRETE BASE.  OVERALL IT PROJECTS 2-1/2 FEET AND U.S. NO 109 AND
 SF0538'1910 IS INSCRIBED IN THE BASE.  IT IS 3.25 METERS SOUTHEAST OF THE
 SF0538'WITNESS POST, 0.8 METER NORTHWEST OF THE FENCE, AND 1.31 METER HIGHER
 SF0538'IN ELEVATION THAN REFERENCE MONUMENT S-109A-77.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0527 ***********************************************************************
 SF0527  DESIGNATION -  REFERENCE MON S 110 77
 SF0527  PID         -  SF0527
 SF0527  STATE/COUNTY-  ME/AROOSTOOK
 SF0527  USGS QUAD   -  ST JOHN (1985)
 SF0527
 SF0527                         *CURRENT SURVEY CONTROL
 SF0527  ___________________________________________________________________
 SF0527* NAD 83(1996)-  47 11 05.07900(N)    068 51 58.63153(W)     ADJUSTED  
 SF0527* NAVD 88     -       183.8    (meters)     603.     (feet)  VERTCON   
 SF0527  ___________________________________________________________________
 SF0527  LAPLACE CORR-           7.36  (seconds)                    DEFLEC99
 SF0527  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 SF0527
 SF0527  HORZ ORDER  -  SECOND
 SF0527
 SF0527.The horizontal coordinates were established by classical geodetic methods
 SF0527.and adjusted by the National Geodetic Survey in March 1998..
 SF0527
 SF0527.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0527
 SF0527.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0527
 SF0527.The geoid height was determined by GEOID03.
 SF0527
 SF0527;                    North         East     Units Scale Factor Converg.
 SF0527;SPC ME E     -   391,025.455   272,240.674   MT  0.99990947   -0 16 07.3
 SF0527;UTM  19      - 5,225,703.063   510,130.549   MT  0.99960126   +0 05 53.1
 SF0527
 SF0527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0527!SPC ME E     -   0.99997511  x   0.99990947  =   0.99988458
 SF0527!UTM  19      -   0.99997511  x   0.99960126  =   0.99957638
 SF0527
 SF0527:                Primary Azimuth Mark                     Grid Az
 SF0527:SPC ME E     -  REFERENCE MON S 111 77                   221 12 42.5
 SF0527:UTM  19      -  REFERENCE MON S 111 77                   220 50 42.1
 SF0527
 SF0527|---------------------------------------------------------------------|
 SF0527| PID    Reference Object                     Distance      Geod. Az  |
 SF0527|                                                           dddmmss.s |
 SF0527| SF0541 REFERENCE MON S 111 77              APPROX. 0.5 KM 2205635.2 |
 SF0527| DA6103 REFERENCE MON S 110 77 RM 1          28.851 METERS 23332     |
 SF0527| SF0528 REF MON S 110                        26.173 METERS 27929     |
 SF0527|---------------------------------------------------------------------|
 SF0527
 SF0527                          SUPERSEDED SURVEY CONTROL
 SF0527
 SF0527  NAD 83(1992)-  47 11 05.07106(N)    068 51 58.62696(W) AD(       ) 2
 SF0527  NAD 83(1986)-  47 11 05.07925(N)    068 51 58.62296(W) AD(       ) 2
 SF0527  NAD 27      -  47 11 04.94187(N)    068 52 00.43818(W) AD(       ) 2
 SF0527  NGVD 29 (07/19/86)  183.9    (m)          603.     (f) VERT ANG       
 SF0527
 SF0527.Superseded values are not recommended for survey control.
 SF0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0527.See file dsdata.txt to determine how the superseded data were derived.
 SF0527
 SF0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN1013125703(NAD 83)
 SF0527_MARKER: DH = HORIZONTAL CONTROL DISK
 SF0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF0527_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF0527
 SF0527  HISTORY     - Date     Condition        Report By
 SF0527  HISTORY     - 1977     MONUMENTED       IBC
 SF0527
 SF0527                          STATION DESCRIPTION
 SF0527
 SF0527'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1977 (CRM)
 SF0527'THE REFERENCE MONUMENT IS LOCATED ABOUT 2 MILES NORTHEAST OF ST.
 SF0527'FRANCIS, MAINE, ON RAILROAD RIGHT-OF-WAY, AND ATOP A CUT BANK THAT IS
 SF0527'ABOUT 4 FEET HIGHER THAN THE RAILROAD.
 SF0527'
 SF0527'TO REACH FROM THE CATHOLIC CHURCH IN ST. FRANCIS, GO NORTHEAST ON
 SF0527'STATE HIGHWAY 161 FOR 2.2 MILES TO A FIELD ROAD ON THE RIGHT.  THIS IS
 SF0527'JUST NORTHEAST OF THE F.X. SIROIS RESIDENCE.  TURN RIGHT AND GO
 SF0527'SOUTHEAST ON THE FIELD ROAD FOR 0.2 MILE TO THE REFERENCE MONUMENT ON
 SF0527'THE LEFT, NORTHEAST, SIDE OF THE ROAD.
 SF0527'
 SF0527'THE REFERENCE MONUMENT, STAMPED ---S-110-77 1977--- IS A BRONZE,
 SF0527'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST
 SF0527'THAT IS 18 INCHES IN DIAMETER AND PROJECTS 2 INCHES.  IT IS 20.7
 SF0527'METERS NORTHEAST OF THE CENTERLINE OF THE ROAD, 6.7 METERS NORTHWEST
 SF0527'OF THE NORTHWEST RAIL OF THE RAILROAD TRACK, AND 1.77 METERS SOUTH OF
 SF0527'A STEEL WITNESS POST WITH METAL SIGN ATTACHED.
 SF0527'
 SF0527'REFERENCE MARK 1, STAMPED ---S-110-77 1 1977--- IS A BRONZE, REFERENCE
 SF0527'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS 1
 SF0527'FOOT IN DIAMETER AND PROJECTS 3 INCHES.  IT IS 30.11 METERS SOUTHWEST
 SF0527'OF THE WITNESS POST, 9.1 METERS NORTHWEST OF THE NORTHWEST RAIL, 7.9
 SF0527'METERS SOUTHWEST OF THE CENTERLINE OF THE ROAD, AND 0.87 METER HIGHER
 SF0527'IN ELEVATION THAN REFERENCE MONUMENT S-110-77.
 SF0527'
 SF0527'REFERENCE MONUMENT S-110 IS A 10-INCH SQUARE BLOCK OF CONCRETE THAT
 SF0527'PROJECTS 8 INCHES ABOVE A 3-FOOT SQUARE, CONCRETE BASE.  OVERALL IT
 SF0527'PROJECTS 2 FEET AND U.S. NO 110 AND 1910 IS INSCRIBED IN THE BASE.
 SF0527'IT IS 28.0 METERS NORTHWEST OF THE NORTHWEST RAIL, 26.16 METERS WEST
 SF0527'OF THE WITNESS POST, 4.7 METERS SOUTHWEST OF THE CENTERLINE OF THE
 SF0527'ROAD, AND 1.21 METERS HIGHER IN ELEVATION THAN REFERENCE MONUMENT
 SF0527'S-110-77.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0541 ***********************************************************************
 SF0541  DESIGNATION -  REFERENCE MON S 111 77
 SF0541  PID         -  SF0541
 SF0541  STATE/COUNTY-  ME/AROOSTOOK
 SF0541  USGS QUAD   -  ST JOHN (1985)
 SF0541
 SF0541                         *CURRENT SURVEY CONTROL
 SF0541  ___________________________________________________________________
 SF0541* NAD 83(1996)-  47 10 52.36371(N)    068 52 14.81053(W)     ADJUSTED  
 SF0541* NAVD 88     -       186.4    (meters)     612.     (feet)  VERTCON   
 SF0541  ___________________________________________________________________
 SF0541  LAPLACE CORR-           7.50  (seconds)                    DEFLEC99
 SF0541  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 SF0541
 SF0541  HORZ ORDER  -  SECOND
 SF0541
 SF0541.The horizontal coordinates were established by classical geodetic methods
 SF0541.and adjusted by the National Geodetic Survey in March 1998..
 SF0541
 SF0541.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0541
 SF0541.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0541
 SF0541.The geoid height was determined by GEOID03.
 SF0541
 SF0541;                    North         East     Units Scale Factor Converg.
 SF0541;SPC ME E     -   390,634.431   271,898.216   MT  0.99990970   -0 16 19.1
 SF0541;UTM  19      - 5,225,309.976   509,790.706   MT  0.99960118   +0 05 41.2
 SF0541
 SF0541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0541!SPC ME E     -   0.99997470  x   0.99990970  =   0.99988440
 SF0541!UTM  19      -   0.99997470  x   0.99960118  =   0.99957589
 SF0541
 SF0541|---------------------------------------------------------------------|
 SF0541| PID    Reference Object                     Distance      Geod. Az  |
 SF0541|                                                           dddmmss.s |
 SF0541| SF0540 REF MON S 111                         6.489 METERS 03202     |
 SF0541| DA6104 REFERENCE MON S 111 77 RM 1           8.893 METERS 21311     |
 SF0541| SF0556 ST FRANCIS CATH CH SPIRE            APPROX. 2.7 KM 2382807.3 |
 SF0541| SF0548 ST FRANCIS PROT CH SPIRE            APPROX. 1.1 KM 2391145.9 |
 SF0541|---------------------------------------------------------------------|
 SF0541
 SF0541                          SUPERSEDED SURVEY CONTROL
 SF0541
 SF0541  NAD 83(1992)-  47 10 52.35573(N)    068 52 14.80589(W) AD(       ) 2
 SF0541  NAD 83(1986)-  47 10 52.36393(N)    068 52 14.80191(W) AD(       ) 2
 SF0541  NAD 27      -  47 10 52.22672(N)    068 52 16.61645(W) AD(       ) 2
 SF0541  NGVD 29 (07/19/86)  186.5    (m)          612.     (f) VERT ANG       
 SF0541
 SF0541.Superseded values are not recommended for survey control.
 SF0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0541.See file dsdata.txt to determine how the superseded data were derived.
 SF0541
 SF0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN0979125310(NAD 83)
 SF0541_MARKER: DH = HORIZONTAL CONTROL DISK
 SF0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF0541_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF0541
 SF0541  HISTORY     - Date     Condition        Report By
 SF0541  HISTORY     - 1977     MONUMENTED       IBC
 SF0541
 SF0541                          STATION DESCRIPTION
 SF0541
 SF0541'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1977 (CRM)
 SF0541'THE REFERENCE MONUMENT IS LOCATED ABOUT 1-1/2 MILES NORTHEAST OF ST.
 SF0541'FRANCIS, MAINE, ON RAILROAD RIGHT-OF-WAY, AND ATOP A CUT BANK THAT IS
 SF0541'ABOUT 8 FEET HIGHER THAN THE RAILROAD.
 SF0541'
 SF0541'TO REACH FROM THE CATHOLIC CHURCH IN ST. FRANCIS, GO NORTHEAST ON
 SF0541'STATE HIGHWAY 161 FOR 1.7 MILES TO A FIELD ROAD ON THE RIGHT.  TURN
 SF0541'RIGHT AND GO SOUTHEASTERLY ON THE FIELD ROAD FOR 0.15 MILE TO A
 SF0541'RAILROAD CROSSING AND THE END OF TRUCK TRAVEL.  PACK NORTHEAST ALONG
 SF0541'THE RAILROAD FOR ABOUT 250 FEET TO THE REFERENCE MONUMENT ON THE LEFT.
 SF0541'
 SF0541'THE REFERENCE MONUMENT, STAMPED ---S-111-77 1977--- IS A BRONZE,
 SF0541'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST
 SF0541'THAT IS 18 INCHES IN DIAMETER AND PROJECTS 3 INCHES.  IT IS 7.4 METERS
 SF0541'WEST-NORTHWEST OF THE WEST-NORTHWEST RAIL OF THE RAILROAD TRACK, 2.0
 SF0541'METERS EAST-SOUTHEAST OF A FENCE, AND 1.35 METERS EAST OF A STEEL
 SF0541'WITNESS POST WITH METAL SIGN ATTACHED.
 SF0541'
 SF0541'REFERENCE MARK 1, STAMPED ---S-111-77 1 1977--- IS A BRONZE, REFERENCE
 SF0541'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS 1
 SF0541'FOOT IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 8.59 METERS SOUTH-
 SF0541'SOUTHWEST OF THE WITNESS POST, 6.1 METERS WEST-NORTHWEST OF THE WEST-
 SF0541'NORTHWEST RAIL, 3.4 METERS EAST-SOUTHEAST OF THE FENCE, AND 0.68 METER
 SF0541'LOWER IN ELEVATION THAN REFERENCE MONUMENT S-111-77.
 SF0541'
 SF0541'REFERENCE MONUMENT S-111 IS A 10-INCH SQUARE BLOCK OF CONCRETE,
 SF0541'PYRAMID-SHAPED ON TOP, THAT PROJECTS 6 INCHES ABOVE A 3-FOOT SQUARE,
 SF0541'CONCRETE BASE.  OVERALL IT PROJECTS 2 FEET AND U.S. NO 111 AND
 SF0541'1910 IS INSCRIBED IN THE BASE.  IT IS 8.2 METERS WEST-NORTHWEST OF
 SF0541'THE WEST-NORTHWEST RAIL, 7.0 METERS NORTH-NORTHEAST OF THE WITNESS
 SF0541'POST, 1.2 METERS EAST-SOUTHEAST OF THE FENCE, AND 0.65 METER HIGHER IN
 SF0541'ELEVATION THAN REFERENCE MONUMENT S-111-77.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0544 ***********************************************************************
 SF0544  DESIGNATION -  REFERENCE MON S 112 77
 SF0544  PID         -  SF0544
 SF0544  STATE/COUNTY-  ME/AROOSTOOK
 SF0544  USGS QUAD   -  ST FRANCIS (1985)
 SF0544
 SF0544                         *CURRENT SURVEY CONTROL
 SF0544  ___________________________________________________________________
 SF0544* NAD 83(1996)-  47 10 34.51508(N)    068 52 44.37056(W)     ADJUSTED  
 SF0544* NAVD 88     -       191.8    (meters)     629.     (feet)  VERTCON   
 SF0544  ___________________________________________________________________
 SF0544  LAPLACE CORR-           7.71  (seconds)                    DEFLEC99
 SF0544  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 SF0544
 SF0544  HORZ ORDER  -  SECOND
 SF0544
 SF0544.The horizontal coordinates were established by classical geodetic methods
 SF0544.and adjusted by the National Geodetic Survey in March 1998..
 SF0544
 SF0544.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0544
 SF0544.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0544
 SF0544.The geoid height was determined by GEOID03.
 SF0544
 SF0544;                    North         East     Units Scale Factor Converg.
 SF0544;SPC ME E     -   390,086.277   271,273.215   MT  0.99991014   -0 16 40.7
 SF0544;UTM  19      - 5,224,758.003   509,169.419   MT  0.99960103   +0 05 19.5
 SF0544
 SF0544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0544!SPC ME E     -   0.99997386  x   0.99991014  =   0.99988400
 SF0544!UTM  19      -   0.99997386  x   0.99960103  =   0.99957490
 SF0544
 SF0544:                Primary Azimuth Mark                     Grid Az
 SF0544:SPC ME E     -  YARD                                     227 34 10.5
 SF0544:UTM  19      -  YARD                                     227 12 10.3
 SF0544
 SF0544|---------------------------------------------------------------------|
 SF0544| PID    Reference Object                     Distance      Geod. Az  |
 SF0544|                                                           dddmmss.s |
 SF0544| SF0550 YARD                                APPROX. 0.8 KM 2271729.8 |
 SF0544| DA6105 REFERENCE MON S 112 77 RM 1          12.859 METERS 23102     |
 SF0544| DA6106 REFERENCE MON S 112 77 RM 2          16.449 METERS 23105     |
 SF0544|---------------------------------------------------------------------|
 SF0544
 SF0544                          SUPERSEDED SURVEY CONTROL
 SF0544
 SF0544  NAD 83(1992)-  47 10 34.50702(N)    068 52 44.36581(W) AD(       ) 2
 SF0544  NAD 83(1986)-  47 10 34.51526(N)    068 52 44.36187(W) AD(       ) 2
 SF0544  NAD 27      -  47 10 34.37838(N)    068 52 46.17537(W) AD(       ) 2
 SF0544  NGVD 29 (07/19/86)  191.9    (m)          630.     (f) VERT ANG       
 SF0544
 SF0544.Superseded values are not recommended for survey control.
 SF0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0544.See file dsdata.txt to determine how the superseded data were derived.
 SF0544
 SF0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN0916924758(NAD 83)
 SF0544_MARKER: DH = HORIZONTAL CONTROL DISK
 SF0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF0544_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF0544
 SF0544  HISTORY     - Date     Condition        Report By
 SF0544  HISTORY     - 1977     MONUMENTED       IBC
 SF0544
 SF0544                          STATION DESCRIPTION
 SF0544
 SF0544'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1977 (CRM)
 SF0544'THE REFERENCE MONUMENT IS LOCATED ABOUT 1 MILE NORTHEAST OF ST.
 SF0544'FRANCIS, MAINE, ON RAILROAD RIGHT-OF-WAY, AND ATOP A KNOLL THAT IS
 SF0544'ABOUT 8 FEET HIGHER THAN THE RAILROAD.
 SF0544'
 SF0544'TO REACH FROM THE CATHOLIC CHURCH IN ST. FRANCIS, GO NORTHEAST ON
 SF0544'STATE HIGHWAY 161 FOR 1.2 MILES TO THE LEROY MARTIN RESIDENCE ON THE
 SF0544'RIGHT AND THE END OF TRUCK TRAVEL.  FROM THE SOUTHEAST (REAR) SIDE OF
 SF0544'THE MARTIN RESIDENCE PACK SOUTHEAST ALONG A DIM TRACK ROAD FOR 0.05
 SF0544'MILE TO THE TOP OF A GRADE, THE RAILROAD, AND THE REFERENCE MONUMENT.
 SF0544'
 SF0544'THE REFERENCE MONUMENT, STAMPED ---S-112-77 1977--- IS A BRONZE,
 SF0544'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST
 SF0544'THAT IS 18 INCHES IN DIAMETER AND PROJECTS 3 INCHES.  IT IS 6.5 METERS
 SF0544'NORTHWEST OF THE NORTHWEST RAIL, 4.2 METERS NORTHEAST OF THE
 SF0544'CENTERLINE OF THE ROAD, 2.5 METERS SOUTHEAST OF A FENCE, AND 1.44
 SF0544'METERS EAST OF A STEEL WITNESS POST WITH METAL SIGN ATTACHED.
 SF0544'
 SF0544'REFERENCE MARK 1, STAMPED ---S-112-77 1 1977--- IS A BRONZE, REFERENCE
 SF0544'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS 1
 SF0544'FOOT IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 11.62 METERS
 SF0544'SOUTHWEST OF THE WITNESS POST, 7.9 METERS SOUTHWEST OF THE CENTERLINE
 SF0544'OF THE ROAD, 6.9 METERS NORTHWEST OF THE NORTHWEST RAIL, AND 0.70
 SF0544'METER LOWER IN ELEVATION THAN THE REFERENCE MONUMENT.
 SF0544'
 SF0544'REFERENCE MARK 2, STAMPED ---S-112-77 2 1977--- IS A BRONZE, REFERENCE
 SF0544'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS 1
 SF0544'FOOT IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 15.22 METERS
 SF0544'SOUTHWEST OF THE WITNESS POST, 11.6 METERS SOUTHWEST OF THE CENTERLINE
 SF0544'OF THE ROAD, 7.0 METERS NORTHWEST OF THE NORTHWEST RAIL, AND 0.52
 SF0544'METER LOWER IN ELEVATION THAN THE REFERENCE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0553 ***********************************************************************
 SF0553  DESIGNATION -  REFERENCE MON S 113 77
 SF0553  PID         -  SF0553
 SF0553  STATE/COUNTY-  ME/AROOSTOOK
 SF0553  USGS QUAD   -  ST FRANCIS (1985)
 SF0553
 SF0553                         *CURRENT SURVEY CONTROL
 SF0553  ___________________________________________________________________
 SF0553* NAD 83(1996)-  47 10 10.24222(N)    068 53 26.39239(W)     ADJUSTED  
 SF0553* NAVD 88     -       193.5    (meters)     635.     (feet)  VERTCON   
 SF0553  ___________________________________________________________________
 SF0553  LAPLACE CORR-           8.13  (seconds)                    DEFLEC99
 SF0553  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 SF0553
 SF0553  HORZ ORDER  -  SECOND
 SF0553
 SF0553.The horizontal coordinates were established by classical geodetic methods
 SF0553.and adjusted by the National Geodetic Survey in March 1998..
 SF0553
 SF0553.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0553
 SF0553.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0553
 SF0553.The geoid height was determined by GEOID03.
 SF0553
 SF0553;                    North         East     Units Scale Factor Converg.
 SF0553;SPC ME E     -   389,341.124   270,384.699   MT  0.99991078   -0 17 11.4
 SF0553;UTM  19      - 5,224,007.412   508,285.964   MT  0.99960084   +0 04 48.7
 SF0553
 SF0553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0553!SPC ME E     -   0.99997360  x   0.99991078  =   0.99988438
 SF0553!UTM  19      -   0.99997360  x   0.99960084  =   0.99957445
 SF0553
 SF0553|---------------------------------------------------------------------|
 SF0553| PID    Reference Object                     Distance      Geod. Az  |
 SF0553|                                                           dddmmss.s |
 SF0553| DA6107 REFERENCE MON S 113 77 RM 1           9.764 METERS 04653     |
 SF0553| DA6108 REFERENCE MON S 113 77 RM 2          10.266 METERS 23142     |
 SF0553| SF0556 ST FRANCIS CATH CH SPIRE            APPROX. 0.8 KM 2613035.3 |
 SF0553|---------------------------------------------------------------------|
 SF0553
 SF0553                          SUPERSEDED SURVEY CONTROL
 SF0553
 SF0553  NAD 83(1992)-  47 10 10.23406(N)    068 53 26.38749(W) AD(       ) 2
 SF0553  NAD 83(1986)-  47 10 10.24235(N)    068 53 26.38361(W) AD(       ) 2
 SF0553  NAD 27      -  47 10 10.10580(N)    068 53 28.19574(W) AD(       ) 2
 SF0553  NGVD 29 (07/19/86)  193.6    (m)          635.     (f) VERT ANG       
 SF0553
 SF0553.Superseded values are not recommended for survey control.
 SF0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0553.See file dsdata.txt to determine how the superseded data were derived.
 SF0553
 SF0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN0828624007(NAD 83)
 SF0553_MARKER: DH = HORIZONTAL CONTROL DISK
 SF0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF0553_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF0553
 SF0553  HISTORY     - Date     Condition        Report By
 SF0553  HISTORY     - 1977     MONUMENTED       IBC
 SF0553
 SF0553                          STATION DESCRIPTION
 SF0553
 SF0553'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1977 (CRM)
 SF0553'THE REFERENCE MONUMENT IS LOCATED ON THE NORTHWEST SIDE AND NEAR THE
 SF0553'SOUTHWEST END OF THE RAILROAD YARD IN ST. FRANCIS, MAINE AND ON
 SF0553'RAILROAD PROPERTY.
 SF0553'
 SF0553'TO REACH FROM THE CATHOLIC CHURCH IN ST. FRANCIS, GO NORTHEAST ON
 SF0553'STATE HIGHWAY 161 FOR 0.6 MILE TO A SIDE STREET RIGHT.  TURN RIGHT AND
 SF0553'GO SOUTHEAST FOR 0.05 MILE TO A RAILROAD CROSSING.  TURN RIGHT AND GO
 SF0553'SOUTHWEST ALONG THE NORTHWEST SIDE OF THE RAILROAD TRACKS FOR 0.05
 SF0553'MILE TO THE REFERENCE MONUMENT.
 SF0553'
 SF0553'THE REFERENCE MONUMENT, STAMPED ---S-113-77 1977--- IS A BRONZE,
 SF0553'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST
 SF0553'THAT IS 18 INCHES IN DIAMETER AND PROJECTS 2 INCHES.  IT IS 33.1
 SF0553'METERS NORTH OF THE NORTH CORNER OF A SMALL WOODEN BUILDING, 20.4
 SF0553'METERS NORTHWEST OF THE MOST NORTHWESTERLY RAIL OF 3 SETS OF TRACKS,
 SF0553'AND 1.61 METERS SOUTHEAST OF A STEEL WITNESS POST WITH METAL SIGN
 SF0553'ATTACHED.
 SF0553'
 SF0553'REFERENCE MARK 1, STAMPED ---S-113-77 1 1977--- IS A BRONZE, REFERENCE
 SF0553'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS 1
 SF0553'FOOT IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 20.5 METERS
 SF0553'NORTHWEST OF THE MOST NORTHWESTERLY RAIL, 9.18 METERS NORTHEAST OF THE
 SF0553'WITNESS POST, AND 0.14 METER LOWER IN ELEVATION THAN THE REFERENCE
 SF0553'MONUMENT.
 SF0553'
 SF0553'REFERENCE MARK 2, STAMPED ---S-113-77 2 1977--- IS A BRONZE, REFERENCE
 SF0553'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS 1
 SF0553'FOOT IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 23.3 METERS NORTH
 SF0553'OF THE NORTH CORNER OF THE SMALL BUILDING, 20.6 METERS NORTHWEST OF
 SF0553'THE MOST NORTHWESTERLY RAIL, 10.94 METERS SOUTH-SOUTHWEST OF THE
 SF0553'WITNESS POST, AND 0.03 METER LOWER IN ELEVATION THAN THE REFERENCE
 SF0553'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0555 ***********************************************************************
 SF0555  DESIGNATION -  REFERENCE MON S 114 77
 SF0555  PID         -  SF0555
 SF0555  STATE/COUNTY-  ME/AROOSTOOK
 SF0555  USGS QUAD   -  ST FRANCIS (1985)
 SF0555
 SF0555                         *CURRENT SURVEY CONTROL
 SF0555  ___________________________________________________________________
 SF0555* NAD 83(1996)-  47 10 32.64828(N)    068 54 00.44512(W)     ADJUSTED  
 SF0555* NAVD 88     -       167.9    (meters)     551.     (feet)  VERTCON   
 SF0555  ___________________________________________________________________
 SF0555  LAPLACE CORR-           7.03  (seconds)                    DEFLEC99
 SF0555  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 SF0555
 SF0555  HORZ ORDER  -  SECOND
 SF0555
 SF0555.The horizontal coordinates were established by classical geodetic methods
 SF0555.and adjusted by the National Geodetic Survey in March 1998..
 SF0555
 SF0555.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0555
 SF0555.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0555
 SF0555.The geoid height was determined by GEOID03.
 SF0555
 SF0555;                    North         East     Units Scale Factor Converg.
 SF0555;SPC ME E     -   390,036.621   269,671.174   MT  0.99991130   -0 17 36.5
 SF0555;UTM  19      - 5,224,698.113   507,568.224   MT  0.99960070   +0 04 23.7
 SF0555
 SF0555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0555!SPC ME E     -   0.99997761  x   0.99991130  =   0.99988892
 SF0555!UTM  19      -   0.99997761  x   0.99960070  =   0.99957832
 SF0555
 SF0555:                Primary Azimuth Mark                     Grid Az
 SF0555:SPC ME E     -  REFERENCE MON 175A 77                    005 22 07.5
 SF0555:UTM  19      -  REFERENCE MON 175A 77                    005 00 07.3
 SF0555
 SF0555|---------------------------------------------------------------------|
 SF0555| PID    Reference Object                     Distance      Geod. Az  |
 SF0555|                                                           dddmmss.s |
 SF0555| SF0558 REFERENCE MON 175A 77               492.374 METERS 0050431.0 |
 SF0555| SF0548 ST FRANCIS PROT CH SPIRE            APPROX. 1.3 KM 0872201.9 |
 SF0555| DA6109 REFERENCE MON S 114 77 RM 1           8.052 METERS 10601     |
 SF0555| DA6110 REFERENCE MON S 114 77 RM 2           7.958 METERS 14617     |
 SF0555| SF0556 ST FRANCIS CATH CH SPIRE            APPROX. 0.8 KM 1862525.4 |
 SF0555|---------------------------------------------------------------------|
 SF0555
 SF0555                          SUPERSEDED SURVEY CONTROL
 SF0555
 SF0555  NAD 83(1992)-  47 10 32.64003(N)    068 54 00.44033(W) AD(       ) 2
 SF0555  NAD 83(1986)-  47 10 32.64835(N)    068 54 00.43641(W) AD(       ) 2
 SF0555  NAD 27      -  47 10 32.51084(N)    068 54 02.24569(W) AD(       ) 2
 SF0555  NGVD 29 (07/19/86)  168.0    (m)          551.     (f) VERT ANG       
 SF0555
 SF0555.Superseded values are not recommended for survey control.
 SF0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0555.See file dsdata.txt to determine how the superseded data were derived.
 SF0555
 SF0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN0756824698(NAD 83)
 SF0555_MARKER: DH = HORIZONTAL CONTROL DISK
 SF0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF0555_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF0555
 SF0555  HISTORY     - Date     Condition        Report By
 SF0555  HISTORY     - 1977     MONUMENTED       IBC
 SF0555
 SF0555                          STATION DESCRIPTION
 SF0555
 SF0555'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1977 (CRM)
 SF0555'THE REFERENCE MONUMENT IS LOCATED ABOUT 1/2 MILE NORTH OF ST. FRANCIS,
 SF0555'MAINE, 0.1 MILE SOUTHWEST OF THE SOUTHWEST END OF GREW ISLAND, 200
 SF0555'FEET NORTH OF A SMALL, ROCK ISLAND THAT HAS SOME TIMBER ON IT, AND AT
 SF0555'THE WOODS LINE ON A ROCKY POINT AT THE MOUTH OF THE ST. FRANCIS RIVER.
 SF0555'THE PROPERTY OWNER IS MR. LEONARD PELLETIER.
 SF0555'
 SF0555'THE REFERENCE MONUMENT, STAMPED ---S-114-77 1977--- IS A BRONZE,
 SF0555'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST
 SF0555'THAT IS 18 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 1.29
 SF0555'METERS SOUTH OF A STEEL WITNESS POST WITH METAL SIGN ATTACHED.
 SF0555'
 SF0555'REFERENCE MARK 1, STAMPED ---S-114-77 1 1977--- IS A BRONZE, REFERENCE
 SF0555'MARK DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PRO-8
 SF0555'INCHES.  IT IS 9.3 METERS (SLOPE DISTANCE) EAST-SOUTHEAST OF THE
 SF0555'WITNESS POST AND 2.64 METERS LOWER IN ELEVATION THAN THE REFERENCE
 SF0555'MONUMENT.
 SF0555'
 SF0555'REFERENCE MARK 2, STAMPED ---S-114-77 2 1977--- IS A BRONZE, REFERENCE
 SF0555'MARK DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE
 SF0555'GROUND ON THE NORTHWEST SIDE AND PROJECTS 3 FEET ON THE SOUTHEAST
 SF0555'SIDE.  IT IS 9.8 METERS (SLOPE DISTANCE) SOUTH-SOUTHEAST OF THE
 SF0555'WITNESS POST AND 2.73 METERS LOWER IN ELEVATION THAN THE REFERENCE
 SF0555'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SE0168 ***********************************************************************
 SE0168  DESIGNATION -  REFERENCE MON S 33
 SE0168  PID         -  SE0168
 SE0168  STATE/COUNTY-  ME/AROOSTOOK
 SE0168  USGS QUAD   -  VAN BUREN (1986)
 SE0168
 SE0168                         *CURRENT SURVEY CONTROL
 SE0168  ___________________________________________________________________
 SE0168* NAD 83(1996)-  47 12 09.48334(N)    067 58 41.99710(W)     ADJUSTED  
 SE0168* NAVD 88     -       160.0    (meters)     525.     (feet)  VERTCON   
 SE0168  ___________________________________________________________________
 SE0168  LAPLACE CORR-           5.63  (seconds)                    DEFLEC99
 SE0168  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 SE0168
 SE0168  HORZ ORDER  -  SECOND
 SE0168
 SE0168.The horizontal coordinates were established by classical geodetic methods
 SE0168.and adjusted by the National Geodetic Survey in March 1998..
 SE0168
 SE0168.The NAVD 88 height was computed by applying the VERTCON shift value to
 SE0168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SE0168
 SE0168.The Laplace correction was computed from DEFLEC99 derived deflections.
 SE0168
 SE0168.The geoid height was determined by GEOID03.
 SE0168
 SE0168;                    North         East     Units Scale Factor Converg.
 SE0168;SPC ME E     -   393,081.111   339,521.693   MT  0.99991919   +0 22 58.0
 SE0168;UTM  19      - 5,228,188.757   577,378.400   MT  0.99967358   +0 44 58.9
 SE0168
 SE0168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SE0168!SPC ME E     -   0.99997855  x   0.99991919  =   0.99989774
 SE0168!UTM  19      -   0.99997855  x   0.99967358  =   0.99965214
 SE0168
 SE0168:                Primary Azimuth Mark                     Grid Az
 SE0168:SPC ME E     -  NOTRE DME DE LS CH SP IBC 1973           028 36 08.8
 SE0168:UTM  19      -  NOTRE DME DE LS CH SP IBC 1973           028 14 07.9
 SE0168
 SE0168|---------------------------------------------------------------------|
 SE0168| PID    Reference Object                     Distance      Geod. Az  |
 SE0168|                                                           dddmmss.s |
 SE0168| SE0202 NOTRE DME DE LS CH SP IBC 1973      APPROX. 6.8 KM 0285906.8 |
 SE0168| DA6181 REFERENCE MON S 33 RM 1              10.195 METERS 12011     |
 SE0168| DA6182 REFERENCE MON S 33 RM 2               6.387 METERS 31406     |
 SE0168|---------------------------------------------------------------------|
 SE0168
 SE0168                          SUPERSEDED SURVEY CONTROL
 SE0168
 SE0168  NAD 83(1992)-  47 12 09.48009(N)    067 58 41.99461(W) AD(       ) 2
 SE0168  NAD 83(1986)-  47 12 09.48094(N)    067 58 41.98748(W) AD(       ) 2
 SE0168  NAD 27      -  47 12 09.32980(N)    067 58 43.89448(W) AD(       ) 2
 SE0168  NGVD 29 (07/19/86)  160.2    (m)          526.     (f) VERT ANG       
 SE0168
 SE0168.Superseded values are not recommended for survey control.
 SE0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SE0168.See file dsdata.txt to determine how the superseded data were derived.
 SE0168
 SE0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN7737828189(NAD 83)
 SE0168
 SE0168  HISTORY     - Date     Condition        Report By
 SE0168  HISTORY     - 1952     MONUMENTED       IBC
 SE0168  HISTORY     - 1975     GOOD             NGS
 SE0168
 SE0168                          STATION DESCRIPTION
 SE0168
 SE0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CRM)
 SE0168'THE REFERENCE MONUMENT WAS RECOVERED IN 1973 AND
 SE0168'FOUND IN GOOD CONDITION.  TWO
 SE0168'REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.  A DESCRIPTION OF
 SE0168'THE REFERENCE MARKS FOLLOWS.
 SE0168'
 SE0168'REFERENCE MARK 1, STAMPED S-33-52 1 1975, IS A BRONZE, REFERENCE
 SE0168'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SE0168'12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 46 FEET
 SE0168'NORTHWEST OF TELEPHONE POLE NO. 121, 23 FEET NORTH-NORTHEAST OF
 SE0168'THE CENTERLINE OF THE HIGHWAY, AND 31.6 FEET SOUTHWEST OF THE
 SE0168'WITNESS POST.
 SE0168'
 SE0168'REFERENCE MARK 2, STAMPED S-33-52 2 1975, IS A BRONZE, REFERENCE
 SE0168'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SE0168'12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 67 FEET
 SE0168'NORTHEAST OF A POWER POLE WITH A TRANSFORMER, 24 FEET
 SE0168'NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 22.5 FEET
 SE0168'WEST-NORTHWEST OF THE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0237 ***********************************************************************
 SF0237  DESIGNATION -  REFERENCE MON S 38
 SF0237  PID         -  SF0237
 SF0237  STATE/COUNTY-  ME/AROOSTOOK
 SF0237  USGS QUAD   -  VIOLETTE STREAM (1986)
 SF0237
 SF0237                         *CURRENT SURVEY CONTROL
 SF0237  ___________________________________________________________________
 SF0237* NAD 83(1996)-  47 13 29.18460(N)    068 00 40.77951(W)     ADJUSTED  
 SF0237* NAVD 88     -       140.3    (meters)     460.     (feet)  VERTCON   
 SF0237  ___________________________________________________________________
 SF0237  LAPLACE CORR-           5.69  (seconds)                    DEFLEC99
 SF0237  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 SF0237
 SF0237  HORZ ORDER  -  SECOND
 SF0237
 SF0237.The horizontal coordinates were established by classical geodetic methods
 SF0237.and adjusted by the National Geodetic Survey in March 1998..
 SF0237
 SF0237.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0237.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0237
 SF0237.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0237
 SF0237.The geoid height was determined by GEOID03.
 SF0237
 SF0237;                    North         East     Units Scale Factor Converg.
 SF0237;SPC ME E     -   395,526.016   337,006.572   MT  0.99991683   +0 21 31.3
 SF0237;UTM  19      - 5,230,616.904   574,848.296   MT  0.99966885   +0 43 32.7
 SF0237
 SF0237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0237!SPC ME E     -   0.99998165  x   0.99991683  =   0.99989848
 SF0237!UTM  19      -   0.99998165  x   0.99966885  =   0.99965051
 SF0237
 SF0237:                Primary Azimuth Mark                     Grid Az
 SF0237:SPC ME E     -  CORONET                                  020 15 31.2
 SF0237:UTM  19      -  CORONET                                  019 53 29.8
 SF0237
 SF0237|---------------------------------------------------------------------|
 SF0237| PID    Reference Object                     Distance      Geod. Az  |
 SF0237|                                                           dddmmss.s |
 SF0237| SF0240 CORONET                             APPROX. 0.7 KM 0203702.5 |
 SF0237| SF0238 REFERENCE MON 126                   283.391 METERS 07728     |
 SF0237| DA6188 REFERENCE MON S 38 RM 1              11.565 METERS 15021     |
 SF0237| SF0236 S38A IBC 1973                        55.617 METERS 22517     |
 SF0237|---------------------------------------------------------------------|
 SF0237
 SF0237                          SUPERSEDED SURVEY CONTROL
 SF0237
 SF0237  NAD 83(1992)-  47 13 29.18115(N)    068 00 40.77703(W) AD(       ) 2
 SF0237  NAD 83(1986)-  47 13 29.18250(N)    068 00 40.76958(W) AD(       ) 2
 SF0237  NAD 27      -  47 13 29.03215(N)    068 00 42.66950(W) AD(       ) 2
 SF0237  NGVD 29 (07/19/86)  140.5    (m)          461.     (f) VERT ANG       
 SF0237
 SF0237.Superseded values are not recommended for survey control.
 SF0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0237.See file dsdata.txt to determine how the superseded data were derived.
 SF0237
 SF0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN7484830617(NAD 83)
 SF0237
 SF0237  HISTORY     - Date     Condition        Report By
 SF0237  HISTORY     - 1973     MONUMENTED       IBC
 SF0237  HISTORY     - 1975     GOOD             NGS
 SF0237
 SF0237                          STATION DESCRIPTION
 SF0237
 SF0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CRM)
 SF0237'THE REFERENCE MONUMENT WAS RECOVERED AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0248 ***********************************************************************
 SF0248  DESIGNATION -  REFERENCE MON S 39
 SF0248  PID         -  SF0248
 SF0248  STATE/COUNTY-  ME/AROOSTOOK
 SF0248  USGS QUAD   -  VIOLETTE STREAM (1986)
 SF0248
 SF0248                         *CURRENT SURVEY CONTROL
 SF0248  ___________________________________________________________________
 SF0248* NAD 83(1996)-  47 14 29.81680(N)    068 02 18.94497(W)     ADJUSTED  
 SF0248* NAVD 88     -       139.4    (meters)     457.     (feet)  VERTCON   
 SF0248  ___________________________________________________________________
 SF0248  LAPLACE CORR-           5.53  (seconds)                    DEFLEC99
 SF0248  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 SF0248
 SF0248  HORZ ORDER  -  SECOND
 SF0248
 SF0248.The horizontal coordinates were established by classical geodetic methods
 SF0248.and adjusted by the National Geodetic Survey in March 1998..
 SF0248
 SF0248.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0248.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0248
 SF0248.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0248
 SF0248.The geoid height was determined by GEOID03.
 SF0248
 SF0248;                    North         East     Units Scale Factor Converg.
 SF0248;SPC ME E     -   397,385.703   334,930.520   MT  0.99991499   +0 20 19.6
 SF0248;UTM  19      - 5,232,462.792   572,760.892   MT  0.99966506   +0 42 21.3
 SF0248
 SF0248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0248!SPC ME E     -   0.99998180  x   0.99991499  =   0.99989679
 SF0248!UTM  19      -   0.99998180  x   0.99966506  =   0.99964687
 SF0248
 SF0248|---------------------------------------------------------------------|
 SF0248| PID    Reference Object                     Distance      Geod. Az  |
 SF0248|                                                           dddmmss.s |
 SF0248| DA6189 REFERENCE MON S 39 RM 2               9.142 METERS 12341     |
 SF0248| SF0243 REFERENCE MON S 39A                 441.171 METERS 3112835.3 |
 SF0248| SF0249 S39 IBC 1951 RM 1 1975                9.118 METERS 35632     |
 SF0248|---------------------------------------------------------------------|
 SF0248
 SF0248                          SUPERSEDED SURVEY CONTROL
 SF0248
 SF0248  NAD 83(1992)-  47 14 29.81320(N)    068 02 18.94252(W) AD(       ) 2
 SF0248  NAD 83(1986)-  47 14 29.81502(N)    068 02 18.93497(W) AD(       ) 2
 SF0248  NAD 27      -  47 14 29.66437(N)    068 02 20.82806(W) AD(       ) 2
 SF0248  NGVD 29 (07/19/86)  139.6    (m)          458.     (f) VERT ANG       
 SF0248
 SF0248.Superseded values are not recommended for survey control.
 SF0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0248.See file dsdata.txt to determine how the superseded data were derived.
 SF0248
 SF0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN7276132463(NAD 83)
 SF0248
 SF0248  HISTORY     - Date     Condition        Report By
 SF0248  HISTORY     - 1951     MONUMENTED       IBC
 SF0248  HISTORY     - 1975     SEE DESCRIPTION  NGS
 SF0248
 SF0248                          STATION DESCRIPTION
 SF0248
 SF0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CRM)
 SF0248'THE REFERENCE MONUMENT WAS RECOVERED IN GOOD CONDITION.  TWO
 SF0248'REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION
 SF0248'FOLLOWS.
 SF0248'
 SF0248'THE REFERENCE MONUMENT IS LOCATED ABOUT 4-1/4 MILES SOUTHEAST
 SF0248'OF LILLE, MAINE, 3/4 MILE SOUTHEAST OF THE SOUTHEAST END OF
 SF0248'QUISIBIS ISLAND, AT THE SOUTHEAST CORNER OF A NARROW FIELD, AND
 SF0248'ON HIGHWAY RIGHT-OF-WAY.
 SF0248'
 SF0248'TO REACH FROM THE MT. CARMEL CATHOLIC CHURCH IN LILLE, GO
 SF0248'SOUTHEAST ON U.S. HIGHWAY 1 FOR 2.8 MILES TO A RAILROAD
 SF0248'CROSSING.  CONTINUE AHEAD, SOUTHEAST, ON U.S. HIGHWAY 1 FOR
 SF0248'1.6 MILES TO THE REFERENCE MONUMENT ON THE LEFT, NORTHEAST, SIDE
 SF0248'OF THE HIGHWAY.
 SF0248'
 SF0248'THE REFERENCE MONUMENT, UNSTAMPED, IS A BRONZE, TRIANGULATION
 SF0248'STATION DISK SET IN THE TOP OF A 2-FOOT SQUARE, CONCRETE POST THAT
 SF0248'IS FLUSH WITH THE GROUND.  S-39-1951 IS SCRIBED IN THE
 SF0248'CONCRETE.  IT IS 27 FEET NORTHEAST OF THE CENTERLINE OF THE
 SF0248'HIGHWAY, 23 FEET SOUTHEAST OF A TELEPHONE POLE, AND 5.3 FEET
 SF0248'SOUTHWEST OF A STEEL, WITNESS POST WITH METAL SIGN ATTACHED.
 SF0248'
 SF0248'REFERENCE MARK 1, STAMPED S-39-1951 1 1975, IS A BRONZE,
 SF0248'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST
 SF0248'THAT IS 12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 49
 SF0248'FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 26.7 FEET NORTH
 SF0248'OF THE WITNESS POST, AND 22 FEET NORTHEAST OF THE TELEPHONE POLE.
 SF0248'
 SF0248'REFERENCE MARK 2, STAMPED S-39-1951 2 1975, IS A BRONZE, REFERENCE
 SF0248'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0248'12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 53 FEET
 SF0248'SOUTHEAST OF THE TELEPHONE POLE, 30 FEET NORTHEAST OF THE
 SF0248'CENTERLINE OF THE HIGHWAY, AND 29.4 FEET SOUTHEAST OF THE WITNESS
 SF0248'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0243 ***********************************************************************
 SF0243  DESIGNATION -  REFERENCE MON S 39A
 SF0243  PID         -  SF0243
 SF0243  STATE/COUNTY-  ME/AROOSTOOK
 SF0243  USGS QUAD   -  VIOLETTE STREAM (1986)
 SF0243
 SF0243                         *CURRENT SURVEY CONTROL
 SF0243  ___________________________________________________________________
 SF0243* NAD 83(1996)-  47 14 39.27807(N)    068 02 34.66226(W)     ADJUSTED  
 SF0243* NAVD 88     -       138.9    (meters)     456.     (feet)  VERTCON   
 SF0243  ___________________________________________________________________
 SF0243  LAPLACE CORR-           5.72  (seconds)                    DEFLEC99
 SF0243  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 SF0243
 SF0243  HORZ ORDER  -  SECOND
 SF0243
 SF0243.The horizontal coordinates were established by classical geodetic methods
 SF0243.and adjusted by the National Geodetic Survey in March 1998..
 SF0243
 SF0243.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0243.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0243
 SF0243.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0243
 SF0243.The geoid height was determined by GEOID03.
 SF0243
 SF0243;                    North         East     Units Scale Factor Converg.
 SF0243;SPC ME E     -   397,675.912   334,598.289   MT  0.99991471   +0 20 08.1
 SF0243;UTM  19      - 5,232,750.794   572,426.891   MT  0.99966447   +0 42 09.9
 SF0243
 SF0243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0243!SPC ME E     -   0.99998188  x   0.99991471  =   0.99989659
 SF0243!UTM  19      -   0.99998188  x   0.99966447  =   0.99964636
 SF0243
 SF0243:                Primary Azimuth Mark                     Grid Az
 SF0243:SPC ME E     -  ST ANNE CATH CH W SP IBC 1973            070 16 45.6
 SF0243:UTM  19      -  ST ANNE CATH CH W SP IBC 1973            069 54 43.8
 SF0243
 SF0243|---------------------------------------------------------------------|
 SF0243| PID    Reference Object                     Distance      Geod. Az  |
 SF0243|                                                           dddmmss.s |
 SF0243| SF0245 ST ANNE CATH CH W SP IBC 1973       APPROX. 1.1 KM 0703653.7 |
 SF0243| SF0244 ST ANNE CATH CH E SP IBC 1952       APPROX. 1.1 KM 0711914.7 |
 SF0243| SF0249 S39 IBC 1951 RM 1 1975              434.778 METERS 1303721.8 |
 SF0243| SF0248 REFERENCE MON S 39                  441.171 METERS 1312823.8 |
 SF0243| DA6190 REFERENCE MON S 39A RM 1             11.739 METERS 21519     |
 SF0243| DA6191 REFERENCE MON S 39A RM 2             11.285 METERS 30804     |
 SF0243|---------------------------------------------------------------------|
 SF0243
 SF0243                          SUPERSEDED SURVEY CONTROL
 SF0243
 SF0243  NAD 83(1992)-  47 14 39.27444(N)    068 02 34.65981(W) AD(       ) 2
 SF0243  NAD 83(1986)-  47 14 39.27626(N)    068 02 34.65219(W) AD(       ) 2
 SF0243  NAD 27      -  47 14 39.12575(N)    068 02 36.54448(W) AD(       ) 2
 SF0243  NGVD 29 (07/19/86)  139.1    (m)          456.     (f) VERT ANG       
 SF0243
 SF0243.Superseded values are not recommended for survey control.
 SF0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0243.See file dsdata.txt to determine how the superseded data were derived.
 SF0243
 SF0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN7242732751(NAD 83)
 SF0243
 SF0243  HISTORY     - Date     Condition        Report By
 SF0243  HISTORY     - 1973     MONUMENTED       IBC
 SF0243  HISTORY     - 1975     GOOD             NGS
 SF0243
 SF0243                          STATION DESCRIPTION
 SF0243
 SF0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CRM)
 SF0243'THE REFERENCE MONUMENT, REFERENCE MARK 1, AND REFERENCE MARK 2
 SF0243'WERE RECOVERED AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0246 ***********************************************************************
 SF0246  DESIGNATION -  REFERENCE MON S 40A
 SF0246  PID         -  SF0246
 SF0246  STATE/COUNTY-  ME/AROOSTOOK
 SF0246  USGS QUAD   -  VIOLETTE STREAM (1986)
 SF0246
 SF0246                         *CURRENT SURVEY CONTROL
 SF0246  ___________________________________________________________________
 SF0246* NAD 83(1996)-  47 14 54.88938(N)    068 03 03.64225(W)     ADJUSTED  
 SF0246* NAVD 88     -       138.9    (meters)     456.     (feet)  VERTCON   
 SF0246  ___________________________________________________________________
 SF0246  LAPLACE CORR-           5.80  (seconds)                    DEFLEC99
 SF0246  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 SF0246
 SF0246  HORZ ORDER  -  SECOND
 SF0246
 SF0246.The horizontal coordinates were established by classical geodetic methods
 SF0246.and adjusted by the National Geodetic Survey in March 1998..
 SF0246
 SF0246.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0246.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0246
 SF0246.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0246
 SF0246.The geoid height was determined by GEOID03.
 SF0246
 SF0246;                    North         East     Units Scale Factor Converg.
 SF0246;SPC ME E     -   398,154.435   333,986.123   MT  0.99991419   +0 19 46.9
 SF0246;UTM  19      - 5,233,225.266   571,811.825   MT  0.99966338   +0 41 48.8
 SF0246
 SF0246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0246!SPC ME E     -   0.99998188  x   0.99991419  =   0.99989607
 SF0246!UTM  19      -   0.99998188  x   0.99966338  =   0.99964527
 SF0246
 SF0246|---------------------------------------------------------------------|
 SF0246| PID    Reference Object                     Distance      Geod. Az  |
 SF0246|                                                           dddmmss.s |
 SF0246| SF0247 S40 IBC 1909                         60.424 METERS 08631     |
 SF0246| DA6193 REFERENCE MON S 40A RM 1              8.983 METERS 12737     |
 SF0246| DA6194 REFERENCE MON S 40A RM 2             11.876 METERS 32329     |
 SF0246| SF0171 REFERENCE MON 128                   APPROX. 0.6 KM 3440417.4 |
 SF0246|---------------------------------------------------------------------|
 SF0246
 SF0246                          SUPERSEDED SURVEY CONTROL
 SF0246
 SF0246  NAD 83(1992)-  47 14 54.88570(N)    068 03 03.63979(W) AD(       ) 2
 SF0246  NAD 83(1986)-  47 14 54.88762(N)    068 03 03.63210(W) AD(       ) 2
 SF0246  NAD 27      -  47 14 54.73716(N)    068 03 05.52310(W) AD(       ) 2
 SF0246  NGVD 29 (07/19/86)  139.1    (m)          456.     (f) VERT ANG       
 SF0246
 SF0246.Superseded values are not recommended for survey control.
 SF0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0246.See file dsdata.txt to determine how the superseded data were derived.
 SF0246
 SF0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN7181233225(NAD 83)
 SF0246
 SF0246  HISTORY     - Date     Condition        Report By
 SF0246  HISTORY     - 1952     MONUMENTED       IBC
 SF0246  HISTORY     - 1975     SEE DESCRIPTION  NGS
 SF0246
 SF0246                          STATION DESCRIPTION
 SF0246
 SF0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CRM)
 SF0246'THE REFERENCE MONUMENT WAS RECOVERED IN GOOD CONDITION.  TWO
 SF0246'REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION
 SF0246'FOLLOWS.
 SF0246'
 SF0246'THE REFERENCE MONUMENT IS LOCATED ABOUT 3-1/2 MILES SOUTHEAST
 SF0246'OF LILLE, MAINE AND ON HIGHWAY RIGHT-OF-WAY.
 SF0246'
 SF0246'TO REACH FROM THE MT. CARMEL CATHOLIC CHURCH IN LILLE, GO
 SF0246'SOUTHEAST ON U.S. HIGHWAY 1 FOR 2.8 MILES TO A RAILROAD
 SF0246'CROSSING.  CONTINUE AHEAD, SOUTHEAST, ON U.S. HIGHWAY 1 FOR 0.8
 SF0246'MILE TO THE REFERENCE MONUMENT ON THE LEFT, NORTHEAST, SIDE OF
 SF0246'THE HIGHWAY.
 SF0246'
 SF0246'THE REFERENCE MONUMENT, STAMPED S 40 A 1952, IS A BRONZE,
 SF0246'TRIANGULATION STATION DISK SET IN THE TOP OF A 12-INCH SQUARE,
 SF0246'CONCRETE POST THAT IS FLUSH WITH THE GROUND.  IT IS 66 FEET
 SF0246'NORTHWEST OF THE NORTHWEST END OF A CABLE GUARD RAIL, 28 FEET
 SF0246'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 12 FEET NORTHWEST
 SF0246'OF A TELEPHONE POLE, AND 4.9 FEET SOUTHWEST OF A STEEL, WITNESS
 SF0246'POST WITH METAL SIGN ATTACHED.
 SF0246'
 SF0246'REFERENCE MARK 1, STAMPED S-40A-52 1 1973, IS A BRONZE, REFERENCE
 SF0246'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0246'12 INCHES IN DIAMETER AND PROJECTS 4 INCHES.  IT IS 34 FEET
 SF0246'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 27.8 FEET
 SF0246'WEST-SOUTHWEST OF THE WITNESS POST, AND 17 FEET WEST OF THE
 SF0246'TELEPHONE POLE.
 SF0246'
 SF0246'REFERENCE MARK 2, STAMPED S-40A-52 2 1973, IS A BRONZE, REFERENCE
 SF0246'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0246'12 INCHES IN DIAMETER AND PROJECTS 3 INCHES.  IT IS 51 FEET
 SF0246'NORTHWEST OF THE TELEPHONE POLE, 40.0 FEET NORTHWEST OF THE
 SF0246'WITNESS POST, AND 30 FEET NORTHEAST OF THE CENTERLINE OF THE
 SF0246'HIGHWAY.
 SF0246'
 SF0246'REFERENCE MONUMENT S-40 WAS ORIGINALLY AN 0.8-FOOT SQUARE,
 SF0246'CONCRETE BLOCK SET IN A 3-FOOT SQUARE, CONCRETE BASE.  THE
 SF0246'MONUMENT IS IN VERY POOR CONDITION.
 SF0246'
 SF0246'NOTE--THE REFERENCE MARKS WERE SET IN 1973, BUT WERE NOT
 SF0246'MEASURED TO OR CUT IN UNTIL THIS YEAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0169 ***********************************************************************
 SF0169  DESIGNATION -  REFERENCE MON S 41
 SF0169  PID         -  SF0169
 SF0169  STATE/COUNTY-  ME/AROOSTOOK
 SF0169  USGS QUAD   -  LILLE (1986)
 SF0169
 SF0169                         *CURRENT SURVEY CONTROL
 SF0169  ___________________________________________________________________
 SF0169* NAD 83(1996)-  47 15 09.05748(N)    068 03 35.90066(W)     ADJUSTED  
 SF0169* NAVD 88     -       139.8    (meters)     459.     (feet)  VERTCON   
 SF0169  ___________________________________________________________________
 SF0169  LAPLACE CORR-           5.83  (seconds)                    DEFLEC99
 SF0169  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 SF0169
 SF0169  HORZ ORDER  -  SECOND
 SF0169
 SF0169.The horizontal coordinates were established by classical geodetic methods
 SF0169.and adjusted by the National Geodetic Survey in March 1998..
 SF0169
 SF0169.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0169
 SF0169.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0169
 SF0169.The geoid height was determined by GEOID03.
 SF0169
 SF0169;                    North         East     Units Scale Factor Converg.
 SF0169;SPC ME E     -   398,588.068   333,305.379   MT  0.99991363   +0 19 23.3
 SF0169;UTM  19      - 5,233,654.419   571,128.488   MT  0.99966218   +0 41 25.2
 SF0169
 SF0169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0169!SPC ME E     -   0.99998174  x   0.99991363  =   0.99989538
 SF0169!UTM  19      -   0.99998174  x   0.99966218  =   0.99964393
 SF0169
 SF0169:                Primary Azimuth Mark                     Grid Az
 SF0169:SPC ME E     -  ST ANNE CATH CH W SP IBC 1973            102 39 35.7
 SF0169:UTM  19      -  ST ANNE CATH CH W SP IBC 1973            102 17 33.8
 SF0169
 SF0169|---------------------------------------------------------------------|
 SF0169| PID    Reference Object                     Distance      Geod. Az  |
 SF0169|                                                           dddmmss.s |
 SF0169| SF0245 ST ANNE CATH CH W SP IBC 1973       APPROX. 2.4 KM 1025859.0 |
 SF0169| SF0244 ST ANNE CATH CH E SP IBC 1952       APPROX. 2.4 KM 1031055.8 |
 SF0169| DA6196 REFERENCE MON S 41 RM 2              14.663 METERS 11410     |
 SF0169| SF0170 S41 IBC 1951 A PT 1975               12.393 METERS 28250     |
 SF0169| DA6195 REFERENCE MON S 41 RM 1              18.035 METERS 29926     |
 SF0169|---------------------------------------------------------------------|
 SF0169
 SF0169                          SUPERSEDED SURVEY CONTROL
 SF0169
 SF0169  NAD 83(1992)-  47 15 09.05375(N)    068 03 35.89818(W) AD(       ) 2
 SF0169  NAD 83(1986)-  47 15 09.05579(N)    068 03 35.89048(W) AD(       ) 2
 SF0169  NAD 27      -  47 15 08.90533(N)    068 03 37.77995(W) AD(       ) 2
 SF0169  NGVD 29 (07/19/86)  140.0    (m)          459.     (f) VERT ANG       
 SF0169
 SF0169.Superseded values are not recommended for survey control.
 SF0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0169.See file dsdata.txt to determine how the superseded data were derived.
 SF0169
 SF0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN7112833654(NAD 83)
 SF0169
 SF0169  HISTORY     - Date     Condition        Report By
 SF0169  HISTORY     - 1951     MONUMENTED       IBC
 SF0169  HISTORY     - 1975     SEE DESCRIPTION  NGS
 SF0169
 SF0169                          STATION DESCRIPTION
 SF0169
 SF0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CRM)
 SF0169'THE REFERENCE MONUMENT WAS RECOVERED IN GOOD CONDITION.  TWO
 SF0169'REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION
 SF0169'FOLLOWS.
 SF0169'
 SF0169'THE REFERENCE MONUMENT IS LOCATED ABOUT 2-3/4 MILES SOUTHEAST
 SF0169'OF LILLE, MAINE AND ON HIGHWAY RIGHT-OF-WAY.
 SF0169'
 SF0169'TO REACH FROM THE MT. CARMEL CATHOLIC CHURCH IN LILLE, GO
 SF0169'SOUTHEAST ON U.S. HIGHWAY 1 FOR 2.8 MILES TO A RAILROAD
 SF0169'CROSSING.  CONTINUE AHEAD, SOUTHEAST, ON U.S. HIGHWAY 1 FOR 0.35
 SF0169'MILE TO THE REFERENCE MONUMENT ON THE RIGHT, SOUTHWEST, SIDE OF
 SF0169'THE HIGHWAY.
 SF0169'
 SF0169'THE REFERENCE MONUMENT IS A 10-INCH SQUARE, CONCRETE POST,
 SF0169'PYRAMID-SHAPED ON TOP, SET IN A 2-FOOT SQUARE, CONCRETE BASE.  S-41
 SF0169'1951 IS SCRIBED IS THE CONCRETE.  OVERALL IT PROJECTS 1 FOOT.  IT
 SF0169'IS 33 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 32 FEET
 SF0169'NORTHWEST OF A POWER POLE WITH A TRANSFORMER, 24 FEET NORTHWEST
 SF0169'OF THE CENTERLINE OF A TRACK ROAD, AND 4.7 FEET SOUTHEAST OF
 SF0169'A STEEL, WITNESS POST WITH METAL SIGN ATTACHED.
 SF0169'
 SF0169'REFERENCE MARK 1, STAMPED S-41-1951 1 1975, IS A BRONZE,
 SF0169'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0169'POST THAT IS 12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT
 SF0169'IS 54.4 FEET NORTHWEST OF THE WITNESS POST AND 32 FEET SOUTHWEST
 SF0169'OF THE CENTERLINE OF THE HIGHWAY.
 SF0169'
 SF0169'REFERENCE MARK 2, STAMPED S-41-51 2 1975, IS A BRONZE, REFERENCE
 SF0169'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0169'12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 52.8 FEET
 SF0169'SOUTHEAST OF THE WITNESS POST, 30 FEET SOUTHWEST OF THE CENTERLINE
 SF0169'OF THE HIGHWAY, 23 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK
 SF0169'ROAD, AND 16 FEET SOUTHEAST OF THE POWER POLE WITH A
 SF0169'TRANSFORMER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0172 ***********************************************************************
 SF0172  CBN         -  This is a Cooperative Base Network Control Station.
 SF0172  DESIGNATION -  REFERENCE MON S 42
 SF0172  PID         -  SF0172
 SF0172  STATE/COUNTY-  ME/AROOSTOOK
 SF0172  USGS QUAD   -  LILLE (1986)
 SF0172
 SF0172                         *CURRENT SURVEY CONTROL
 SF0172  ___________________________________________________________________
 SF0172* NAD 83(1996)-  47 15 26.73095(N)    068 05 18.20497(W)     ADJUSTED  
 SF0172* NAVD 88     -       167.3    (meters)     549.     (feet)  GPS OBS   
 SF0172  ___________________________________________________________________
 SF0172  X           -   1,618,392.841 (meters)                     COMP
 SF0172  Y           -  -4,023,522.651 (meters)                     COMP
 SF0172  Z           -   4,661,341.292 (meters)                     COMP
 SF0172  LAPLACE CORR-           5.57  (seconds)                    DEFLEC99
 SF0172  ELLIP HEIGHT-         143.78  (meters)          (04/26/01) GPS OBS
 SF0172  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 SF0172
 SF0172  HORZ ORDER  -  A
 SF0172  ELLP ORDER  -  FOURTH    CLASS I
 SF0172
 SF0172.The horizontal coordinates were established by GPS observations
 SF0172.and adjusted by the National Geodetic Survey in April 2001..
 SF0172
 SF0172.The orthometric height was determined by GPS observations and a
 SF0172.high-resolution geoid model.
 SF0172
 SF0172.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SF0172
 SF0172.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0172
 SF0172.The ellipsoidal height was determined by GPS observations
 SF0172.and is referenced to NAD 83.
 SF0172
 SF0172.The geoid height was determined by GEOID03.
 SF0172
 SF0172;                    North         East     Units Scale Factor Converg.
 SF0172;SPC ME E     -   399,122.068   331,151.575   MT  0.99991192   +0 18 08.3
 SF0172;UTM  19      - 5,234,174.473   568,971.850   MT  0.99965846   +0 40 10.3
 SF0172
 SF0172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0172!SPC ME E     -   0.99997746  x   0.99991192  =   0.99988939
 SF0172!UTM  19      -   0.99997746  x   0.99965846  =   0.99963593
 SF0172
 SF0172|---------------------------------------------------------------------|
 SF0172| PID    Reference Object                     Distance      Geod. Az  |
 SF0172|                                                           dddmmss.s |
 SF0172| DA6197 REFERENCE MON S 42 RM 1              11.896 METERS 04546     |
 SF0172| DA6198 REFERENCE MON S 42 RM 2              11.908 METERS 22341     |
 SF0172| SF0180 LILLE CH NW CUPOLA IBC 1909         APPROX. 2.9 KM 3272615.4 |
 SF0172| SF0179 LILLE CH SE CUPOLA IBC 1975         APPROX. 2.8 KM 3273206.8 |
 SF0172| SF0198 GREEN RIVER CONC STP IBC 1973       APPROX. 8.1 KM 3303056.8 |
 SF0172|---------------------------------------------------------------------|
 SF0172
 SF0172                          SUPERSEDED SURVEY CONTROL
 SF0172
 SF0172  NAD 83(1996)-  47 15 26.72881(N)    068 05 18.21035(W) AD(       ) 2
 SF0172  NAD 83(1992)-  47 15 26.72496(N)    068 05 18.20775(W) AD(       ) 2
 SF0172  NAD 83(1986)-  47 15 26.72731(N)    068 05 18.20005(W) AD(       ) 2
 SF0172  NAD 27      -  47 15 26.57782(N)    068 05 20.08497(W) AD(       ) 2
 SF0172  NGVD 29 (07/19/86)  167.5    (m)          550.     (f) VERT ANG       
 SF0172
 SF0172.Superseded values are not recommended for survey control.
 SF0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0172.See file dsdata.txt to determine how the superseded data were derived.
 SF0172
 SF0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN6897234174(NAD 83)
 SF0172_MARKER: DU = BOUNDARY MARKER
 SF0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF0172_STAMPING: S-42-73 1973
 SF0172_MARK LOGO: IBC   
 SF0172_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SF0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF0172+STABILITY: SURFACE MOTION
 SF0172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SF0172+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2000
 SF0172
 SF0172  HISTORY     - Date     Condition        Report By
 SF0172  HISTORY     - 1973     MONUMENTED       IBC
 SF0172  HISTORY     - 1975     GOOD             NGS
 SF0172  HISTORY     - 20000705 GOOD             MEDT
 SF0172
 SF0172                          STATION DESCRIPTION
 SF0172
 SF0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CRM)
 SF0172'THE REFERENCE MONUMENT, REFERENCE MARK 1, AND REFERENCE MARK 2
 SF0172'WERE RECOVERED AND FOUND IN GOOD CONDITION.
 SF0172
 SF0172                          STATION RECOVERY (2000)
 SF0172
 SF0172'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 2000 (TL)
 SF0172'THE STATION IS LOCATED ABOUT 3 MI (4.8 KM) WEST OF STE ANNE DE
 SF0172'MADAWASKA NB, 2 MI (3.2 KM) SOUTH-SOUTHEAST OF LILLE, ATOP A LOW RISE.
 SF0172'OWNERSHIP--MAINE DEPARTMENT OF TRANSPORTATION.  TO REACH FROM THE MT
 SF0172'CARMEL CATHOLIC CHURCH IN LILLE, GO SOUTHEAST FOR 1.8 MI (2.9 KM) ON
 SF0172'US HIGHWAY 1 TO A SIDE ROAD RIGHT.  TURN RIGHT, SOUTHWEST AND GO 0.2
 SF0172'MI (0.3 KM) ON A PAVED ROAD TO THE STATION ON THE LEFT. THE STATION IS
 SF0172'SET IN AN 18-INCH ROUND CONCRETE POST PROJECTING 0.95 FT (28.96 CM)
 SF0172'ABOVE GROUND.  LOCATED 23 FT (7.0 M) SOUTHEAST OF THE CENTERLINE OF
 SF0172'THE ROAD AND 4.9 FT (1.5 M) EAST-NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0178 ***********************************************************************
 SF0178  DESIGNATION -  REFERENCE MON S 43
 SF0178  PID         -  SF0178
 SF0178  STATE/COUNTY-  ME/AROOSTOOK
 SF0178  USGS QUAD   -  LILLE (1986)
 SF0178
 SF0178                         *CURRENT SURVEY CONTROL
 SF0178  ___________________________________________________________________
 SF0178* NAD 83(1996)-  47 16 41.22503(N)    068 06 15.26773(W)     ADJUSTED  
 SF0178* NAVD 88     -       141.2    (meters)     463.     (feet)  VERTCON   
 SF0178  ___________________________________________________________________
 SF0178  LAPLACE CORR-           5.51  (seconds)                    DEFLEC99
 SF0178  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 SF0178
 SF0178  HORZ ORDER  -  SECOND
 SF0178
 SF0178.The horizontal coordinates were established by classical geodetic methods
 SF0178.and adjusted by the National Geodetic Survey in March 1998..
 SF0178
 SF0178.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0178
 SF0178.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0178
 SF0178.The geoid height was determined by GEOID03.
 SF0178
 SF0178;                    North         East     Units Scale Factor Converg.
 SF0178;SPC ME E     -   401,416.170   329,940.283   MT  0.99991101   +0 17 26.7
 SF0178;UTM  19      - 5,236,460.183   567,746.188   MT  0.99965640   +0 39 29.2
 SF0178
 SF0178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0178!SPC ME E     -   0.99998154  x   0.99991101  =   0.99989255
 SF0178!UTM  19      -   0.99998154  x   0.99965640  =   0.99963795
 SF0178
 SF0178:                Primary Azimuth Mark                     Grid Az
 SF0178:SPC ME E     -  REFERENCE MON C 41                       049 46 06.3
 SF0178:UTM  19      -  REFERENCE MON C 41                       049 24 03.8
 SF0178
 SF0178|---------------------------------------------------------------------|
 SF0178| PID    Reference Object                     Distance      Geod. Az  |
 SF0178|                                                           dddmmss.s |
 SF0178| SF0181 REFERENCE MON C 41                  400.696 METERS 0500333.0 |
 SF0178| DA6199 REFERENCE MON S 43 RM 1               8.831 METERS 05626     |
 SF0178| DA6200 REFERENCE MON S 43 RM 2              16.612 METERS 10402     |
 SF0178| SF0245 ST ANNE CATH CH W SP IBC 1973       APPROX. 6.6 KM 1204116.0 |
 SF0178| SF0244 ST ANNE CATH CH E SP IBC 1952       APPROX. 6.7 KM 1204323.9 |
 SF0178|---------------------------------------------------------------------|
 SF0178
 SF0178                          SUPERSEDED SURVEY CONTROL
 SF0178
 SF0178  NAD 83(1992)-  47 16 41.22104(N)    068 06 15.26520(W) AD(       ) 2
 SF0178  NAD 83(1986)-  47 16 41.22364(N)    068 06 15.25714(W) AD(       ) 2
 SF0178  NAD 27      -  47 16 41.07436(N)    068 06 17.13729(W) AD(       ) 2
 SF0178  NGVD 29 (07/19/86)  141.4    (m)          464.     (f) VERT ANG       
 SF0178
 SF0178.Superseded values are not recommended for survey control.
 SF0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0178.See file dsdata.txt to determine how the superseded data were derived.
 SF0178
 SF0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN6774636460(NAD 83)
 SF0178
 SF0178  HISTORY     - Date     Condition        Report By
 SF0178  HISTORY     - 1951     MONUMENTED       IBC
 SF0178  HISTORY     - 1975     SEE DESCRIPTION  NGS
 SF0178
 SF0178                          STATION DESCRIPTION
 SF0178
 SF0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CRM)
 SF0178'THE REFERENCE MONUMENT WAS RECOVERED IN GOOD CONDITION.  TWO
 SF0178'REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION
 SF0178'FOLLOWS.
 SF0178'
 SF0178'THE REFERENCE MONUMENT IS LOCATED IN THE SOUTHEAST PART OF
 SF0178'LILLE, MAINE AND ON RAILROAD RIGHT-OF-WAY.
 SF0178'
 SF0178'TO REACH FROM THE MT. CARMEL CATHOLIC CHURCH IN LILLE, GO
 SF0178'SOUTHEAST ON U.S. HIGHWAY 1 FOR 100 FEET TO A Y-FORK.  TAKE THE
 SF0178'LEFT FORK AND GO SOUTHEAST ON A PAVED ROAD FOR 0.15 MILE TO A
 SF0178'SIDE ROAD LEFT.  TURN LEFT AND GO NORTHEAST ON A FIELD ROAD FOR
 SF0178'0.05 MILE TO THE REFERENCE MONUMENT ON THE RIGHT, JUST BEFORE
 SF0178'REACHING A RAILROAD TRACK.
 SF0178'
 SF0178'THE REFERENCE MONUMENT IS A 10-INCH SQUARE, CONCRETE POST,
 SF0178'PYRAMID-SHAPED ON TOP, THAT PROJECTS 11 INCHES ABOVE A 2-FOOT
 SF0178'SQUARE, CONCRETE BASE THAT IS FLUSH WITH THE GROUND.  S 43-1951
 SF0178'IS SCRIBED IN THE CONCRETE BASE.  IT IS 40 FEET SOUTHWEST OF THE
 SF0178'SOUTHWEST RAIL OF THE RAILROAD TRACK, 17 FEET SOUTH-SOUTHEAST OF
 SF0178'THE CENTERLINE OF THE FIELD ROAD, AND 4.8 FEET SOUTH-SOUTHEAST
 SF0178'OF A STEEL, WITNESS POST WITH METAL SIGN ATTACHED.
 SF0178'
 SF0178'REFERENCE MARK 1, STAMPED S-43-1951 1 1975, IS A BRONZE,
 SF0178'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0178'POST THAT IS 12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT
 SF0178'IS 30.2 FEET NORTHEAST OF THE WITNESS POST, 24 FEET SOUTH OF A
 SF0178'RAILROAD CROSSING, 20 FEET SOUTHEAST OF THE CENTERLINE OF THE
 SF0178'FIELD ROAD, AND 11 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 SF0178'RAILROAD TRACK.
 SF0178'
 SF0178'REFERENCE MARK 2, STAMPED S-43-1951 2 1975, IS A BRONZE,
 SF0178'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0178'POST THAT IS 12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT
 SF0178'IS 62 FEET SOUTH-SOUTHEAST OF THE RAILROAD CROSSING, 58.9 FEET
 SF0178'EAST OF THE WITNESS POST, AND 10 FEET SOUTHWEST OF THE SOUTHWEST
 SF0178'RAIL OF THE RAILROAD TRACK.
 SF0178'
 SF0178'IT IS 40.98 FEET OR 12.491 METERS BETWEEN THE REFERENCE
 SF0178'MARKS.
 SF0178'
 SF0178'NOTE--THE REFERENCE MARKS WERE LOCATED WITH SUCH CHECKS AND
 SF0178'ACCURACY THAT THEY MAY BE USED IN LIEU OF LOST REFERENCE
 SF0178'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0188 ***********************************************************************
 SF0188  DESIGNATION -  REFERENCE MON S 44
 SF0188  PID         -  SF0188
 SF0188  STATE/COUNTY-  ME/AROOSTOOK
 SF0188  USGS QUAD   -  GRAND ISLE (1986)
 SF0188
 SF0188                         *CURRENT SURVEY CONTROL
 SF0188  ___________________________________________________________________
 SF0188* NAD 83(1996)-  47 17 06.27359(N)    068 07 38.46803(W)     ADJUSTED  
 SF0188* NAVD 88     -       162.1    (meters)     532.     (feet)  VERTCON   
 SF0188  ___________________________________________________________________
 SF0188  LAPLACE CORR-           4.93  (seconds)                    DEFLEC99
 SF0188  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 SF0188
 SF0188  HORZ ORDER  -  SECOND
 SF0188
 SF0188.The horizontal coordinates were established by classical geodetic methods
 SF0188.and adjusted by the National Geodetic Survey in March 1998..
 SF0188
 SF0188.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0188.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0188
 SF0188.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0188
 SF0188.The geoid height was determined by GEOID03.
 SF0188
 SF0188;                    North         East     Units Scale Factor Converg.
 SF0188;SPC ME E     -   402,181.036   328,188.161   MT  0.99990976   +0 16 25.7
 SF0188;UTM  19      - 5,237,213.606   565,989.648   MT  0.99965352   +0 38 28.3
 SF0188
 SF0188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0188!SPC ME E     -   0.99997829  x   0.99990976  =   0.99988805
 SF0188!UTM  19      -   0.99997829  x   0.99965352  =   0.99963181
 SF0188
 SF0188:                Primary Azimuth Mark                     Grid Az
 SF0188:SPC ME E     -  134 IBC 1975                             005 13 18.4
 SF0188:UTM  19      -  134 IBC 1975                             004 51 15.8
 SF0188
 SF0188|---------------------------------------------------------------------|
 SF0188| PID    Reference Object                     Distance      Geod. Az  |
 SF0188|                                                           dddmmss.s |
 SF0188| SF0224 134 IBC 1975                        APPROX. 0.6 KM 0052944.1 |
 SF0188| SF0223 134 IBC 1975 RM 1 1975              APPROX. 0.6 KM 0055037.7 |
 SF0188| SF0180 LILLE CH NW CUPOLA IBC 1909         APPROX. 1.6 KM 1152419.0 |
 SF0188| SF0179 LILLE CH SE CUPOLA IBC 1975         APPROX. 1.6 KM 1153049.0 |
 SF0188| DA6201 REFERENCE MON S 44 RM 1               9.616 METERS 13452     |
 SF0188| DA6202 REFERENCE MON S 44 RM 2               9.186 METERS 31534     |
 SF0188| SF0194 GRAND ISLE CH SP IBC 1951           APPROX. 3.3 KM 3201123.9 |
 SF0188| SF0198 GREEN RIVER CONC STP IBC 1973       APPROX. 4.1 KM 3452104.7 |
 SF0188|---------------------------------------------------------------------|
 SF0188
 SF0188                          SUPERSEDED SURVEY CONTROL
 SF0188
 SF0188  NAD 83(1992)-  47 17 06.26950(N)    068 07 38.46546(W) AD(       ) 2
 SF0188  NAD 83(1986)-  47 17 06.27236(N)    068 07 38.45749(W) AD(       ) 2
 SF0188  NAD 27      -  47 17 06.12368(N)    068 07 40.33284(W) AD(       ) 2
 SF0188  NGVD 29 (07/19/86)  162.2    (m)          532.     (f) VERT ANG       
 SF0188
 SF0188.Superseded values are not recommended for survey control.
 SF0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0188.See file dsdata.txt to determine how the superseded data were derived.
 SF0188
 SF0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN6599037214(NAD 83)
 SF0188
 SF0188  HISTORY     - Date     Condition        Report By
 SF0188  HISTORY     - 1973     MONUMENTED       IBC
 SF0188  HISTORY     - 1975     GOOD             NGS
 SF0188
 SF0188                          STATION DESCRIPTION
 SF0188
 SF0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CRM)
 SF0188'THE REFERENCE MONUMENT, REFERENCE MARK 1, AND REFERENCE MARK 2
 SF0188'WERE RECOVERED AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0189 ***********************************************************************
 SF0189  DESIGNATION -  REFERENCE MON S 44A
 SF0189  PID         -  SF0189
 SF0189  STATE/COUNTY-  ME/AROOSTOOK
 SF0189  USGS QUAD   -  GRAND ISLE (1986)
 SF0189
 SF0189                         *CURRENT SURVEY CONTROL
 SF0189  ___________________________________________________________________
 SF0189* NAD 83(1996)-  47 17 24.28936(N)    068 07 54.83157(W)     ADJUSTED  
 SF0189* NAVD 88     -       143.7    (meters)     471.     (feet)  VERTCON   
 SF0189  ___________________________________________________________________
 SF0189  LAPLACE CORR-           4.90  (seconds)                    DEFLEC99
 SF0189  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 SF0189
 SF0189  HORZ ORDER  -  SECOND
 SF0189
 SF0189.The horizontal coordinates were established by classical geodetic methods
 SF0189.and adjusted by the National Geodetic Survey in March 1998..
 SF0189
 SF0189.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0189
 SF0189.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0189
 SF0189.The geoid height was determined by GEOID03.
 SF0189
 SF0189;                    North         East     Units Scale Factor Converg.
 SF0189;SPC ME E     -   402,735.716   327,841.706   MT  0.99990952   +0 16 13.7
 SF0189;UTM  19      - 5,237,765.911   565,639.733   MT  0.99965295   +0 38 16.4
 SF0189
 SF0189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0189!SPC ME E     -   0.99998117  x   0.99990952  =   0.99989069
 SF0189!UTM  19      -   0.99998117  x   0.99965295  =   0.99963413
 SF0189
 SF0189|---------------------------------------------------------------------|
 SF0189| PID    Reference Object                     Distance      Geod. Az  |
 SF0189|                                                           dddmmss.s |
 SF0189| DA6203 REFERENCE MON S 44A RM 1              8.036 METERS 11122     |
 SF0189| SF0188 REFERENCE MON S 44                  APPROX. 0.7 KM 1481653.1 |
 SF0189| DA6204 REFERENCE MON S 44A RM 2             10.096 METERS 33523     |
 SF0189|---------------------------------------------------------------------|
 SF0189
 SF0189                          SUPERSEDED SURVEY CONTROL
 SF0189
 SF0189  NAD 83(1992)-  47 17 24.28524(N)    068 07 54.82901(W) AD(       ) 2
 SF0189  NAD 83(1986)-  47 17 24.28817(N)    068 07 54.82096(W) AD(       ) 2
 SF0189  NAD 27      -  47 17 24.13954(N)    068 07 56.69501(W) AD(       ) 2
 SF0189  NGVD 29 (07/19/86)  143.8    (m)          472.     (f) VERT ANG       
 SF0189
 SF0189.Superseded values are not recommended for survey control.
 SF0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0189.See file dsdata.txt to determine how the superseded data were derived.
 SF0189
 SF0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN6564037766(NAD 83)
 SF0189_MARKER: Z = SEE DESCRIPTION
 SF0189_SETTING: 0 = UNSPECIFIED SETTING
 SF0189
 SF0189  HISTORY     - Date     Condition        Report By
 SF0189  HISTORY     - 1975     MONUMENTED       IBC
 SF0189
 SF0189                          STATION DESCRIPTION
 SF0189
 SF0189'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1975 (CRM)
 SF0189'THE REFERENCE MONUMENT IS LOCATED ABOUT 1-1/2 MILES SOUTHEAST OF
 SF0189'GRAND ISLE, MAINE AND ON HIGHWAY RIGHT-OF-WAY.
 SF0189'
 SF0189'TO REACH FROM THE MT. CARMEL CATHOLIC CHURCH IN LILLE, MAINE,
 SF0189'GO NORTHWEST ON U.S. HIGHWAY 1 FOR 1.3 MILES TO THE REFERENCE
 SF0189'MONUMENT ON THE RIGHT, NORTHEAST, SIDE OF THE HIGHWAY.
 SF0189'
 SF0189'THE REFERENCE MONUMENT, STAMPED S-44A-75 1975, IS A BRONZE,
 SF0189'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0189'POST THAT IS 18 INCHES IN DIAMETER, FLUSH WITH THE GROUND, AND
 SF0189'ABOUT 5 FEET LOWER THAN THE HIGHWAY.  IT IS 126 FEET SOUTHEAST OF
 SF0189'THE CENTERLINE OF A GRAVELED ROAD, 40 FEET NORTHEAST OF THE
 SF0189'CENTERLINE OF THE HIGHWAY, 26 FEET SOUTHWEST OF THE MOST
 SF0189'NORTHWEST SPRUCE TREE OF A ROW OF SPRUCE TREES, AND 6.4 FEET
 SF0189'SOUTHWEST OF A STEEL, WITNESS POST WITH METAL SIGN ATTACHED.
 SF0189'
 SF0189'REFERENCE MARK 1, STAMPED S-44A-75 1 1975, IS A BRONZE, REFERENCE
 SF0189'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0189'12 INCHES IN DIAMETER, FLUSH WITH THE GROUND, AND ABOUT 4 FEET
 SF0189'LOWER THAN THE HIGHWAY.  IT IS 50 FEET NORTHEAST OF THE CENTERLINE
 SF0189'OF THE HIGHWAY AND 24.2 FEET EAST OF THE WITNESS POST.
 SF0189'
 SF0189'REFERENCE MARK 2, STAMPED S-44A-75 2 1975, IS A BRONZE,
 SF0189'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0189'POST THAT IS 12 INCHES IN DIAMETER, PROJECTS 2 INCHES, AND IS
 SF0189'ABOUT 4 FEET LOWER THAN THE HIGHWAY.  IT IS 96 FEET SOUTHEAST OF
 SF0189'THE CENTERLINE OF THE GRAVELED ROAD, 53 FEET NORTHEAST OF THE
 SF0189'CENTERLINE OF THE HIGHWAY, 31.8 FEET NORTHWEST OF THE WITNESS
 SF0189'POST, AND 30 FEET WEST OF THE MOST NORTHWEST SPRUCE TREE OF A
 SF0189'ROW OF SPRUCE TREES.
 SF0189'
 SF0189'IT IS 55.22 FEET OR 16.831 METERS BETWEEN THE REFERENCE MARKS.
 SF0189'
 SF0189'NOTE--THE REFERENCE MARKS WERE LOCATED WITH SUCH CHECKS AND
 SF0189'ACCURACY THAT THEY MAY BE USED IN LIEU OF LOST REFERENCE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0191 ***********************************************************************
 SF0191  DESIGNATION -  REFERENCE MON S 45
 SF0191  PID         -  SF0191
 SF0191  STATE/COUNTY-  ME/AROOSTOOK
 SF0191  USGS QUAD   -  GRAND ISLE (1986)
 SF0191
 SF0191                         *CURRENT SURVEY CONTROL
 SF0191  ___________________________________________________________________
 SF0191* NAD 83(1996)-  47 17 36.53176(N)    068 08 16.02829(W)     ADJUSTED  
 SF0191* NAVD 88     -       149.2    (meters)     490.     (feet)  VERTCON   
 SF0191  ___________________________________________________________________
 SF0191  LAPLACE CORR-           4.89  (seconds)                    DEFLEC99
 SF0191  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 SF0191
 SF0191  HORZ ORDER  -  SECOND
 SF0191
 SF0191.The horizontal coordinates were established by classical geodetic methods
 SF0191.and adjusted by the National Geodetic Survey in March 1998..
 SF0191
 SF0191.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0191.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0191
 SF0191.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0191
 SF0191.The geoid height was determined by GEOID03.
 SF0191
 SF0191;                    North         East     Units Scale Factor Converg.
 SF0191;SPC ME E     -   403,111.666   327,394.609   MT  0.99990922   +0 15 58.2
 SF0191;UTM  19      - 5,238,138.890   565,190.349   MT  0.99965223   +0 38 01.0
 SF0191
 SF0191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0191!SPC ME E     -   0.99998031  x   0.99990922  =   0.99988953
 SF0191!UTM  19      -   0.99998031  x   0.99965223  =   0.99963255
 SF0191
 SF0191|---------------------------------------------------------------------|
 SF0191| PID    Reference Object                     Distance      Geod. Az  |
 SF0191|                                                           dddmmss.s |
 SF0191| DA6205 REFERENCE MON S 45 RM 1               9.083 METERS 13440     |
 SF0191| DA6206 REFERENCE MON S 45 RM 2               9.435 METERS 31308     |
 SF0191| SF0194 GRAND ISLE CH SP IBC 1951           APPROX. 2.1 KM 3202354.4 |
 SF0191| SF0195 GREEN RIVER CH SPIRE IBC 1951       APPROX. 2.4 KM 3525855.1 |
 SF0191| SF0198 GREEN RIVER CONC STP IBC 1973       APPROX. 3.0 KM 3551852.8 |
 SF0191|---------------------------------------------------------------------|
 SF0191
 SF0191                          SUPERSEDED SURVEY CONTROL
 SF0191
 SF0191  NAD 83(1992)-  47 17 36.52761(N)    068 08 16.02573(W) AD(       ) 2
 SF0191  NAD 83(1986)-  47 17 36.53062(N)    068 08 16.01765(W) AD(       ) 2
 SF0191  NAD 27      -  47 17 36.38220(N)    068 08 17.89034(W) AD(       ) 2
 SF0191  NGVD 29 (07/19/86)  149.3    (m)          490.     (f) VERT ANG       
 SF0191
 SF0191.Superseded values are not recommended for survey control.
 SF0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0191.See file dsdata.txt to determine how the superseded data were derived.
 SF0191
 SF0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN6519038139(NAD 83)
 SF0191_MARKER: Z = SEE DESCRIPTION
 SF0191_SETTING: 0 = UNSPECIFIED SETTING
 SF0191
 SF0191  HISTORY     - Date     Condition        Report By
 SF0191  HISTORY     - 1975     MONUMENTED       IBC
 SF0191
 SF0191                          STATION DESCRIPTION
 SF0191
 SF0191'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1975 (CRM)
 SF0191'THE REFERENCE MONUMENT IS LOCATED ABOUT 1-1/4 MILES SOUTHEAST OF
 SF0191'GRAND ISLE, MAINE, ABOUT 1-3/4 MILES NORTHWEST OF LILLE, MAINE AND
 SF0191'ON HIGHWAY RIGHT-OF-WAY.
 SF0191'
 SF0191'TO REACH FROM THE MT. CARMEL CATHOLIC CHURCH IN LILLE, GO
 SF0191'NORTHWEST ON U.S. HIGHWAY 1 FOR 1.7 MILES TO THE REFERENCE
 SF0191'MONUMENT ON THE LEFT, SOUTHWEST, SIDE OF THE HIGHWAY.
 SF0191'
 SF0191'THE REFERENCE MONUMENT, STAMPED S-45-75 1975, IS A BRONZE,
 SF0191'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0191'POST THAT IS 18 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT
 SF0191'IS 174 FEET NORTHWEST OF THE CENTERLINE OF A DRIVEWAY, 50 FEET
 SF0191'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 5.4 FEET
 SF0191'NORTHEAST OF A STEEL, WITNESS POST WITH METAL SIGN ATTACHED.
 SF0191'
 SF0191'REFERENCE MARK 1, STAMPED S-45-75 1 1975, IS A BRONZE, REFERENCE
 SF0191'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0191'12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 50 FEET
 SF0191'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 29.8 FEET SOUTHEAST
 SF0191'OF THE WITNESS POST.
 SF0191'
 SF0191'REFERENCE MARK 2, STAMPED S-45-75 2 1975, IS A BRONZE, REFERENCE
 SF0191'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0191'12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 50 FEET
 SF0191'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 31.6 FEET
 SF0191'NORTHWEST OF THE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0193 ***********************************************************************
 SF0193  DESIGNATION -  REFERENCE MON S 46
 SF0193  PID         -  SF0193
 SF0193  STATE/COUNTY-  ME/AROOSTOOK
 SF0193  USGS QUAD   -  GRAND ISLE (1986)
 SF0193
 SF0193                         *CURRENT SURVEY CONTROL
 SF0193  ___________________________________________________________________
 SF0193* NAD 83(1996)-  47 18 18.18735(N)    068 09 27.21873(W)     ADJUSTED  
 SF0193* NAVD 88     -       173.3    (meters)     569.     (feet)  VERTCON   
 SF0193  ___________________________________________________________________
 SF0193  LAPLACE CORR-           4.89  (seconds)                    DEFLEC99
 SF0193  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 SF0193
 SF0193  HORZ ORDER  -  SECOND
 SF0193
 SF0193.The horizontal coordinates were established by classical geodetic methods
 SF0193.and adjusted by the National Geodetic Survey in March 1998..
 SF0193
 SF0193.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0193.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0193
 SF0193.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0193
 SF0193.The geoid height was determined by GEOID03.
 SF0193
 SF0193;                    North         East     Units Scale Factor Converg.
 SF0193;SPC ME E     -   404,391.202   325,893.350   MT  0.99990824   +0 15 06.1
 SF0193;UTM  19      - 5,239,408.444   563,681.303   MT  0.99964984   +0 37 09.1
 SF0193
 SF0193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0193!SPC ME E     -   0.99997654  x   0.99990824  =   0.99988478
 SF0193!UTM  19      -   0.99997654  x   0.99964984  =   0.99962639
 SF0193
 SF0193|---------------------------------------------------------------------|
 SF0193| PID    Reference Object                     Distance      Geod. Az  |
 SF0193|                                                           dddmmss.s |
 SF0193| SF0194 GRAND ISLE CH SP IBC 1951           365.206 METERS 02548     |
 SF0193| SF0198 GREEN RIVER CONC STP IBC 1973       APPROX. 2.1 KM 0352904.9 |
 SF0193| DA6207 REFERENCE MON S 46 RM 1               7.759 METERS 03949     |
 SF0193| SF0195 GREEN RIVER CH SPIRE IBC 1951       APPROX. 1.6 KM 0472853.9 |
 SF0193| DA6208 REFERENCE MON S 46 RM 2               6.669 METERS 21134     |
 SF0193|---------------------------------------------------------------------|
 SF0193
 SF0193                          SUPERSEDED SURVEY CONTROL
 SF0193
 SF0193  NAD 83(1992)-  47 18 18.18310(N)    068 09 27.21613(W) AD(       ) 2
 SF0193  NAD 83(1986)-  47 18 18.18635(N)    068 09 27.20794(W) AD(       ) 2
 SF0193  NAD 27      -  47 18 18.03889(N)    068 09 29.07662(W) AD(       ) 2
 SF0193  NGVD 29 (07/19/86)  173.4    (m)          569.     (f) VERT ANG       
 SF0193
 SF0193.Superseded values are not recommended for survey control.
 SF0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0193.See file dsdata.txt to determine how the superseded data were derived.
 SF0193
 SF0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN6368139408(NAD 83)
 SF0193_MARKER: Z = SEE DESCRIPTION
 SF0193_SETTING: 0 = UNSPECIFIED SETTING
 SF0193
 SF0193  HISTORY     - Date     Condition        Report By
 SF0193  HISTORY     - 1975     MONUMENTED       IBC
 SF0193
 SF0193                          STATION DESCRIPTION
 SF0193
 SF0193'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1975 (CRM)
 SF0193'THE REFERENCE MONUMENT IS LOCATED IN THE SOUTHWEST PART OF
 SF0193'GRAND ISLE, MAINE, IN A BRUSHY AREA BETWEEN TWO FIELDS, AND ON
 SF0193'PROPERTY OWNED BY MR. L.P. DIONNE.
 SF0193'
 SF0193'TO REACH FROM THE ST. GERARD CATHOLIC CHURCH IN GRAND ISLE, GO
 SF0193'SOUTHEAST ON U.S. HIGHWAY 1 FOR ABOUT 100 FEET TO A DRIVEWAY ON
 SF0193'THE RIGHT.  TURN RIGHT AND GO SOUTHWEST, PASSING BETWEEN THE
 SF0193'DIONNE HOME AND FARM BUILDINGS, FOR 0.15 MILE TO A POINT WHERE
 SF0193'THE DRIVEWAY BECOMES A FIELD ROAD.  CONTINUE AHEAD, SOUTHWEST,
 SF0193'ON THE FIELD ROAD FOR ABOUT 500 FEET TO THE REFERENCE MONUMENT
 SF0193'ON THE LEFT, SOUTHEAST, SIDE OF THE ROAD.
 SF0193'
 SF0193'THE REFERENCE MONUMENT, STAMPED S-46-75 1975, IS A BRONZE,
 SF0193'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0193'POST THAT IS 18 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT
 SF0193'IS 74 FEET SOUTH OF THE SOUTH CORNER OF A POTATO HOUSE AND 11.6
 SF0193'FEET NORTH OF A STEEL, WITNESS POST WITH METAL SIGN ATTACHED.
 SF0193'
 SF0193'REFERENCE MARK 1, STAMPED S-46-75 1 1975, IS A BRONZE, REFERENCE
 SF0193'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT
 SF0193'IS 12 INCHES IN DIAMETER, FLUSH WITH THE GROUND, AND ABOUT 2 FEET
 SF0193'LOWER THAN THE REFERENCE MONUMENT.  IT IS 35.6 FEET NORTHEAST OF
 SF0193'THE WITNESS POST.
 SF0193'
 SF0193'REFERENCE MARK 2, STAMPED S-46-75 2 1975, IS A BRONZE, REFERENCE
 SF0193'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0193'12 INCHES IN DIAMETER, FLUSH WITH THE GROUND, AND ABOUT 2 FEET
 SF0193'HIGHER THAN THE REFERENCE MONUMENT.  IT IS 11.0 FEET SOUTHWEST
 SF0193'OF THE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0196 ***********************************************************************
 SF0196  DESIGNATION -  REFERENCE MON S 47
 SF0196  PID         -  SF0196
 SF0196  STATE/COUNTY-  ME/AROOSTOOK
 SF0196  USGS QUAD   -  GRAND ISLE (1986)
 SF0196
 SF0196                         *CURRENT SURVEY CONTROL
 SF0196  ___________________________________________________________________
 SF0196* NAD 83(1996)-  47 18 58.92717(N)    068 10 00.48643(W)     ADJUSTED  
 SF0196* NAVD 88     -       172.1    (meters)     565.     (feet)  VERTCON   
 SF0196  ___________________________________________________________________
 SF0196  LAPLACE CORR-           4.99  (seconds)                    DEFLEC99
 SF0196  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 SF0196
 SF0196  HORZ ORDER  -  SECOND
 SF0196
 SF0196.The horizontal coordinates were established by classical geodetic methods
 SF0196.and adjusted by the National Geodetic Survey in March 1998..
 SF0196
 SF0196.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0196
 SF0196.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0196
 SF0196.The geoid height was determined by GEOID03.
 SF0196
 SF0196;                    North         East     Units Scale Factor Converg.
 SF0196;SPC ME E     -   405,646.193   325,189.218   MT  0.99990780   +0 14 41.8
 SF0196;UTM  19      - 5,240,658.569   562,969.320   MT  0.99964873   +0 36 45.0
 SF0196
 SF0196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0196!SPC ME E     -   0.99997673  x   0.99990780  =   0.99988453
 SF0196!UTM  19      -   0.99997673  x   0.99964873  =   0.99962547
 SF0196
 SF0196|---------------------------------------------------------------------|
 SF0196| PID    Reference Object                     Distance      Geod. Az  |
 SF0196|                                                           dddmmss.s |
 SF0196| DA6209 REFERENCE MON S 47 RM 1               8.846 METERS 03105     |
 SF0196| SF0200 GREEN RIVER SCH CUP IBC 1951        APPROX. 1.6 KM 0693056.3 |
 SF0196| SF0198 GREEN RIVER CONC STP IBC 1973       APPROX. 2.0 KM 0755106.7 |
 SF0196| SF0195 GREEN RIVER CH SPIRE IBC 1951       APPROX. 1.9 KM 0944236.8 |
 SF0196| DA6210 REFERENCE MON S 47 RM 2               5.005 METERS 11654     |
 SF0196| SF0194 GRAND ISLE CH SP IBC 1951           APPROX. 1.3 KM 1371737.0 |
 SF0196|---------------------------------------------------------------------|
 SF0196
 SF0196                          SUPERSEDED SURVEY CONTROL
 SF0196
 SF0196  NAD 83(1992)-  47 18 58.92284(N)    068 10 00.48385(W) AD(       ) 2
 SF0196  NAD 83(1986)-  47 18 58.92623(N)    068 10 00.47546(W) AD(       ) 2
 SF0196  NAD 27      -  47 18 58.77951(N)    068 10 02.34178(W) AD(       ) 2
 SF0196  NGVD 29 (07/19/86)  172.2    (m)          565.     (f) VERT ANG       
 SF0196
 SF0196.Superseded values are not recommended for survey control.
 SF0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0196.See file dsdata.txt to determine how the superseded data were derived.
 SF0196
 SF0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN6296940659(NAD 83)
 SF0196
 SF0196  HISTORY     - Date     Condition        Report By
 SF0196  HISTORY     - 1951     MONUMENTED       IBC
 SF0196  HISTORY     - 1975     SEE DESCRIPTION  NGS
 SF0196
 SF0196                          STATION DESCRIPTION
 SF0196
 SF0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CRM)
 SF0196'THE REFERENCE MONUMENT WAS RECOVERED IN GOOD CONDITION.  TWO
 SF0196'REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION
 SF0196'FOLLOWS.
 SF0196'
 SF0196'THE REFERENCE MONUMENT IS LOCATED ABOUT 3/4 MILE NORTHWEST OF
 SF0196'GRAND ISLE, MAINE, ON A PROMINENT KNOLL THAT IS COVERED WITH
 SF0196'BRUSH AND ROCK OUTCROPS, AND ON PROPERTY OWNED BY MR. E.H. PARENT.
 SF0196'
 SF0196'TO REACH FROM THE ST. GERARD CATHOLIC CHURCH IN GRAND ISLE, GO
 SF0196'NORTHWEST ON U.S. HIGHWAY 1 FOR 0.9 MILES TO A FIELD ROAD ON THE
 SF0196'LEFT.  TURN LEFT AND GO SOUTHWEST ON THE FIELD ROAD FOR 0.15 MILE
 SF0196'TO THE REFERENCE MONUMENT ON THE LEFT, SOUTHEAST, SIDE OF THE
 SF0196'ROAD.
 SF0196'
 SF0196'THE REFERENCE MONUMENT, STAMPED S 47 1951, IS A BRONZE,
 SF0196'TRIANGULATION STATION DISK SET IN THE TOP OF A 14-INCH SQUARE,
 SF0196'CONCRETE BLOCK THAT PROJECTS 6 INCHES ABOVE A ROCK OUTCROP.
 SF0196'
 SF0196'REFERENCE MARK 1, STAMPED S-47-51 1 1975, IS A BRONZE, REFERENCE
 SF0196'MARK DISK CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP THAT IS ABOUT
 SF0196'2 FEET LOWER THAN THE REFERENCE MONUMENT.
 SF0196'
 SF0196'REFERENCE MARK 2, STAMPED S-47-51 2 1975, IS A BRONZE, REFERENCE
 SF0196'MARK DISK CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP THAT IS
 SF0196'ABOUT 4 FEET LOWER THAN THE REFERENCE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0202 ***********************************************************************
 SF0202  DESIGNATION -  REFERENCE MON S 48
 SF0202  PID         -  SF0202
 SF0202  STATE/COUNTY-  ME/AROOSTOOK
 SF0202  USGS QUAD   -  GRAND ISLE (1986)
 SF0202
 SF0202                         *CURRENT SURVEY CONTROL
 SF0202  ___________________________________________________________________
 SF0202* NAD 83(1996)-  47 19 27.57062(N)    068 10 35.87652(W)     ADJUSTED  
 SF0202* NAVD 88     -       179.5    (meters)     589.     (feet)  VERTCON   
 SF0202  ___________________________________________________________________
 SF0202  LAPLACE CORR-           4.74  (seconds)                    DEFLEC99
 SF0202  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 SF0202
 SF0202  HORZ ORDER  -  SECOND
 SF0202
 SF0202.The horizontal coordinates were established by classical geodetic methods
 SF0202.and adjusted by the National Geodetic Survey in March 1998..
 SF0202
 SF0202.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0202
 SF0202.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0202
 SF0202.The geoid height was determined by GEOID03.
 SF0202
 SF0202;                    North         East     Units Scale Factor Converg.
 SF0202;SPC ME E     -   406,527.555   324,442.373   MT  0.99990734   +0 14 15.9
 SF0202;UTM  19      - 5,241,534.894   562,217.031   MT  0.99964757   +0 36 19.3
 SF0202
 SF0202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0202!SPC ME E     -   0.99997557  x   0.99990734  =   0.99988292
 SF0202!UTM  19      -   0.99997557  x   0.99964757  =   0.99962315
 SF0202
 SF0202:                Primary Azimuth Mark                     Grid Az
 SF0202:SPC ME E     -  GREEN RIVER SCH CUP IBC 1951             097 30 48.8
 SF0202:UTM  19      -  GREEN RIVER SCH CUP IBC 1951             097 08 45.4
 SF0202
 SF0202|---------------------------------------------------------------------|
 SF0202| PID    Reference Object                     Distance      Geod. Az  |
 SF0202|                                                           dddmmss.s |
 SF0202| SF0200 GREEN RIVER SCH CUP IBC 1951        APPROX. 2.3 KM 0974504.7 |
 SF0202| SF0198 GREEN RIVER CONC STP IBC 1973       APPROX. 2.7 KM 0982020.8 |
 SF0202| SF0195 GREEN RIVER CH SPIRE IBC 1951       APPROX. 2.8 KM 1112937.1 |
 SF0202| SF0194 GRAND ISLE CH SP IBC 1951           APPROX. 2.4 KM 1383347.3 |
 SF0202| DA6212 REFERENCE MON S 48 RM 2               8.798 METERS 22734     |
 SF0202| DA6211 REFERENCE MON S 48 RM 1              12.235 METERS 32115     |
 SF0202|---------------------------------------------------------------------|
 SF0202
 SF0202                          SUPERSEDED SURVEY CONTROL
 SF0202
 SF0202  NAD 83(1992)-  47 19 27.56623(N)    068 10 35.87392(W) AD(       ) 2
 SF0202  NAD 83(1986)-  47 19 27.56974(N)    068 10 35.86543(W) AD(       ) 2
 SF0202  NAD 27      -  47 19 27.42314(N)    068 10 37.72944(W) AD(       ) 2
 SF0202  NGVD 29 (07/19/86)  179.6    (m)          589.     (f) VERT ANG       
 SF0202
 SF0202.Superseded values are not recommended for survey control.
 SF0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0202.See file dsdata.txt to determine how the superseded data were derived.
 SF0202
 SF0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN6221741535(NAD 83)
 SF0202
 SF0202  HISTORY     - Date     Condition        Report By
 SF0202  HISTORY     - 1909     MONUMENTED       IBC
 SF0202  HISTORY     - 1975     SEE DESCRIPTION  NGS
 SF0202
 SF0202                          STATION DESCRIPTION
 SF0202
 SF0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CRM)
 SF0202'THE REFERENCE MONUMENT WAS RECOVERED IN GOOD CONDITION.  TWO
 SF0202'REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.  A NEW
 SF0202'DESCRIPTION FOLLOWS.
 SF0202'
 SF0202'THE REFERENCE MONUMENT IS LOCATED ABOUT 1-3/4 MILES NORTHWEST
 SF0202'OF GRAND ISLE, MAINE, ON A PROMINENT HILL, IN A GRASSY AREA AT
 SF0202'THE NORTH EDGE OF A FIELD, AND ON PROPERTY OWNED BY MR. VALIER
 SF0202'DUMAIS.
 SF0202'
 SF0202'TO REACH FROM THE ST. GERARD CATHOLIC CHURCH IN GRAND ISLE, GO
 SF0202'NORTHWEST ON U.S. HIGHWAY 1 FOR 1.4 MILES TO A DRIVEWAY ON THE
 SF0202'LEFT.  BEAR LEFT AND GO WEST ON THE DRIVEWAY FOR ABOUT 150 FEET
 SF0202'TO THE DUMAIS RESIDENCE AND A FIELD ROAD ON THE LEFT.  BEAR
 SF0202'LEFT AND GO SOUTHWEST ON THE FIELD ROAD FOR 0.05 MILE.  TURN
 SF0202'RIGHT AND GO NORTHWEST, ACROSS COUNTRY AND ALONG THE NORTH EDGE
 SF0202'OF A FIELD, FOR 0.15 MILE TO THE TOP OF A HILL AND THE
 SF0202'REFERENCE MONUMENT.
 SF0202'
 SF0202'THE REFERENCE MONUMENT IS AN 0.8-FOOT SQUARE, CONCRETE POST,
 SF0202'PYRAMID-SHAPED ON TOP, THAT PROJECTS 2 FEET ABOVE A 3-FOOT
 SF0202'SQUARE, CONCRETE BASE THAT PROJECTS 1 FOOT.  U.S., 1909, AND
 SF0202'NO 48 IS CAST IN THE CONCRETE BASE.  IT IS 20 FEET SOUTH OF A
 SF0202'POINT WHERE THE GROUND STARTS BREAKING OFF TO THE NORTH AND 4.8
 SF0202'FEET EAST OF A STEEL, WITNESS POST WITH METAL SIGN ATTACHED.
 SF0202'
 SF0202'REFERENCE MARK 1, STAMPED S-48 1 1975, IS A BRONZE, REFERENCE
 SF0202'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0202'12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 35.6
 SF0202'FEET WEST-NORTHWEST OF THE WITNESS POST.
 SF0202'
 SF0202'REFERENCE MARK 2, STAMPED S-48 2 1975, IS A BRONZE, REFERENCE
 SF0202'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT
 SF0202'IS 12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 28.2
 SF0202'FEET SOUTH OF THE WITNESS POST.
 SF0202'
 SF0202'IT IS 50.92 FEET OR 15.521 METERS BETWEEN THE REFERENCE MARKS.
 SF0202'
 SF0202'NOTE--THE REFERENCE MARKS WERE LOCATED WITH SUCH CHECKS AND
 SF0202'ACCURACY THAT THEY MAY BE USED IN LIEU OF LOST REFERENCE
 SF0202'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0018 ***********************************************************************
 SF0018  DESIGNATION -  REFERENCE MON S 49
 SF0018  PID         -  SF0018
 SF0018  STATE/COUNTY-  ME/AROOSTOOK
 SF0018  USGS QUAD   -  GRAND ISLE (1986)
 SF0018
 SF0018                         *CURRENT SURVEY CONTROL
 SF0018  ___________________________________________________________________
 SF0018* NAD 83(1996)-  47 19 39.69860(N)    068 10 53.43778(W)     ADJUSTED  
 SF0018* NAVD 88     -       151.908  (meters)     498.38   (feet)  ADJUSTED  
 SF0018  ___________________________________________________________________
 SF0018  LAPLACE CORR-           4.79  (seconds)                    DEFLEC99
 SF0018  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 SF0018  DYNAMIC HT  -         151.931 (meters)     498.46  (feet)  COMP
 SF0018  MODELED GRAV-     980,763.7   (mgal)                       NAVD 88
 SF0018
 SF0018  HORZ ORDER  -  SECOND
 SF0018  VERT ORDER  -  SECOND    CLASS 0
 SF0018
 SF0018.The horizontal coordinates were established by classical geodetic methods
 SF0018.and adjusted by the National Geodetic Survey in March 1998..
 SF0018
 SF0018.The orthometric height was determined by differential leveling
 SF0018.and adjusted by the National Geodetic Survey in June 1991..
 SF0018
 SF0018.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0018
 SF0018.The geoid height was determined by GEOID03.
 SF0018
 SF0018.The dynamic height is computed by dividing the NAVD 88
 SF0018.geopotential number by the normal gravity value computed on the
 SF0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0018.degrees latitude (g = 980.6199 gals.).
 SF0018
 SF0018.The modeled gravity was interpolated from observed gravity values.
 SF0018
 SF0018;                    North         East     Units Scale Factor Converg.
 SF0018;SPC ME E     -   406,900.542   324,072.120   MT  0.99990712   +0 14 03.0
 SF0018;UTM  19      - 5,241,905.401   561,844.489   MT  0.99964700   +0 36 06.5
 SF0018
 SF0018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0018!SPC ME E     -   0.99997989  x   0.99990712  =   0.99988702
 SF0018!UTM  19      -   0.99997989  x   0.99964700  =   0.99962690
 SF0018
 SF0018:                Primary Azimuth Mark                     Grid Az
 SF0018:SPC ME E     -  REFERENCE MON C 47                       023 51 59.2
 SF0018:UTM  19      -  REFERENCE MON C 47                       023 29 55.7
 SF0018
 SF0018|---------------------------------------------------------------------|
 SF0018| PID    Reference Object                     Distance      Geod. Az  |
 SF0018|                                                           dddmmss.s |
 SF0018| SF0205 REFERENCE MON C 47                  439.896 METERS 0240602.2 |
 SF0018| DA6213 REFERENCE MON S 49 RM 1              10.095 METERS 19033     |
 SF0018| DA6214 REFERENCE MON S 49 RM 2               8.644 METERS 22806     |
 SF0018|---------------------------------------------------------------------|
 SF0018
 SF0018                          SUPERSEDED SURVEY CONTROL
 SF0018
 SF0018  NAD 83(1992)-  47 19 39.69418(N)    068 10 53.43516(W) AD(       ) 2
 SF0018  NAD 83(1986)-  47 19 39.69776(N)    068 10 53.42662(W) AD(       ) 2
 SF0018  NAD 27      -  47 19 39.55139(N)    068 10 55.28969(W) AD(       ) 2
 SF0018  NGVD 29 (??/??/92)  152.047  (m)          498.84   (f) ADJ UNCH    2 0
 SF0018
 SF0018.Superseded values are not recommended for survey control.
 SF0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0018.See file dsdata.txt to determine how the superseded data were derived.
 SF0018
 SF0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN6184441905(NAD 83)
 SF0018_MARKER: Z = SEE DESCRIPTION
 SF0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SF0018_STAMPING: 49 IBC
 SF0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF0018+STABILITY: SURFACE MOTION
 SF0018
 SF0018  HISTORY     - Date     Condition        Report By
 SF0018  HISTORY     - 1954     MONUMENTED       IBC
 SF0018  HISTORY     - 1933     GOOD             NGS
 SF0018  HISTORY     - 1975     SEE DESCRIPTION  NGS
 SF0018
 SF0018                          STATION DESCRIPTION
 SF0018
 SF0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 SF0018'18.3 MI NW FROM VAN BUREN.
 SF0018'18.3 MILES NORTHWEST ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 SF0018'THE STATION AT VAN BUREN, AROOSTOOK COUNTY, ABOUT 50 YARDS WEST
 SF0018'OF THE TRACK, 8 YARDS WEST OF THE SOUTHWEST CORNER OF A SMALL
 SF0018'GRAVEYARD, 5 YARDS EAST OF THE CENTERLINE OF U.S. HIGHWAY 1, AND
 SF0018'LEVEL WITH THE HIGHWAY GRADE.  AN INTERNATIONAL BOUNDARY
 SF0018'COMMISSION STANDARD MARK, STAMPED 46 IBC AND SET IN THE APEX OF
 SF0018'A CONCRETE MONUMENT.
 SF0018
 SF0018                          STATION RECOVERY (1975)
 SF0018
 SF0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CRM)
 SF0018'THE REFERENCE MONUMENT WAS RECOVERED IN GOOD CONDITION.  TWO
 SF0018'REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.  A NEW
 SF0018'DESCRIPTION FOLLOWS.
 SF0018'
 SF0018'THE REFERENCE MONUMENT IS LOCATED ABOUT 2-1/4 MILES NORTHWEST OF
 SF0018'GRAND ISLE, MAINE, IN A SMALL GROVE OF POPLAR TREES ON RAILROAD
 SF0018'RIGHT-OF-WAY, ABOUT 40 FEET SOUTH AND 15 FEET HIGHER THAN THE
 SF0018'RAILROAD, AND ABOUT 15 FEET LOWER THAN THE HIGHWAY.
 SF0018'
 SF0018'TO REACH FROM THE ST. GERARD CATHOLIC CHURCH IN GRAND ISLE, GO
 SF0018'NORTHWESTERLY ON U.S. HIGHWAY 1 FOR 1.9 MILES TO A STATE PICNIC
 SF0018'AREA ON THE LEFT AND THE REFERENCE MONUMENT ON THE RIGHT, NORTH,
 SF0018'SIDE OF THE HIGHWAY.
 SF0018'
 SF0018'THE REFERENCE MONUMENT, STAMPED S-49 1954, IS A BRONZE,
 SF0018'TRIANGULATION STATION DISK SET IN THE TOP OF A 12-INCH SQUARE,
 SF0018'CONCRETE POST THAT PROJECTS 3 INCHES.  IT IS 86 FEET NORTH OF
 SF0018'THE CENTERLINE OF THE HIGHWAY AND 8.2 FEET NORTH OF A STEEL,
 SF0018'WITNESS POST WITH METAL SIGN ATTACHED.
 SF0018'
 SF0018'REFERENCE MARK 1, STAMPED S-49-54 1 1975, IS A BRONZE,
 SF0018'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0018'POST THAT IS 12 INCHES IN DIAMETER, PROJECTS 4 INCHES, AND IS
 SF0018'ABOUT 4 FEET HIGHER THAN THE REFERENCE MONUMENT.  IT IS 54 FEET
 SF0018'NORTH OF THE CENTERLINE OF THE HIGHWAY AND 25.1 FEET
 SF0018'SOUTH-SOUTHEAST OF THE WITNESS POST.
 SF0018'
 SF0018'REFERENCE MARK 2, STAMPED S-49-54 2 1975, IS A BRONZE,
 SF0018'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0018'POST THAT IS 12 INCHES IN DIAMETER, PROJECTS 8 INCHES, AND IS
 SF0018'ABOUT 2 FEET HIGHER THAN THE REFERENCE MONUMENT.
 SF0018'
 SF0018'IT IS 20.29 FEET OR 6.184 METERS BETWEEN THE REFERENCE MARKS.
 SF0018'
 SF0018'NOTE--THE REFERENCE MARKS WERE LOCATED WITH SUCH CHECKS AND
 SF0018'ACCURACY THAT THEY MAY BE USED IN LIEU OF LOST REFERENCE
 SF0018'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0206 ***********************************************************************
 SF0206  DESIGNATION -  REFERENCE MON S 50
 SF0206  PID         -  SF0206
 SF0206  STATE/COUNTY-  ME/AROOSTOOK
 SF0206  USGS QUAD   -  GRAND ISLE (1986)
 SF0206
 SF0206                         *CURRENT SURVEY CONTROL
 SF0206  ___________________________________________________________________
 SF0206* NAD 83(1996)-  47 19 56.18738(N)    068 12 01.05583(W)     ADJUSTED  
 SF0206* NAVD 88     -       144.0    (meters)     472.     (feet)  VERTCON   
 SF0206  ___________________________________________________________________
 SF0206  LAPLACE CORR-           4.70  (seconds)                    DEFLEC99
 SF0206  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 SF0206
 SF0206  HORZ ORDER  -  SECOND
 SF0206
 SF0206.The horizontal coordinates were established by classical geodetic methods
 SF0206.and adjusted by the National Geodetic Survey in March 1998..
 SF0206
 SF0206.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0206
 SF0206.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0206
 SF0206.The geoid height was determined by GEOID03.
 SF0206
 SF0206;                    North         East     Units Scale Factor Converg.
 SF0206;SPC ME E     -   407,404.075   322,650.519   MT  0.99990630   +0 13 13.3
 SF0206;UTM  19      - 5,242,399.673   560,420.058   MT  0.99964486   +0 35 16.9
 SF0206
 SF0206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0206!SPC ME E     -   0.99998114  x   0.99990630  =   0.99988745
 SF0206!UTM  19      -   0.99998114  x   0.99964486  =   0.99962601
 SF0206
 SF0206:                Primary Azimuth Mark                     Grid Az
 SF0206:SPC ME E     -  REFERENCE MON C 48A                      040 00 39.2
 SF0206:UTM  19      -  REFERENCE MON C 48A                      039 38 35.6
 SF0206
 SF0206|---------------------------------------------------------------------|
 SF0206| PID    Reference Object                     Distance      Geod. Az  |
 SF0206|                                                           dddmmss.s |
 SF0206| SF0209 REFERENCE MON C 48A                 APPROX. 0.7 KM 0401352.5 |
 SF0206| DA6218 REFERENCE MON S 50 RM 2              15.357 METERS 30254     |
 SF0206| DA6217 REFERENCE MON S 50 RM 1               6.704 METERS 30649     |
 SF0206| SF0220 ST BASILE HOSP SP IBC 1951          APPROX. 3.9 KM 3173509.3 |
 SF0206|---------------------------------------------------------------------|
 SF0206
 SF0206                          SUPERSEDED SURVEY CONTROL
 SF0206
 SF0206  NAD 83(1992)-  47 19 56.18292(N)    068 12 01.05314(W) AD(       ) 2
 SF0206  NAD 83(1986)-  47 19 56.18672(N)    068 12 01.04457(W) AD(       ) 2
 SF0206  NAD 27      -  47 19 56.04099(N)    068 12 02.90488(W) AD(       ) 2
 SF0206  NGVD 29 (07/19/86)  144.1    (m)          473.     (f) VERT ANG       
 SF0206
 SF0206.Superseded values are not recommended for survey control.
 SF0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0206.See file dsdata.txt to determine how the superseded data were derived.
 SF0206
 SF0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN6042042400(NAD 83)
 SF0206
 SF0206  HISTORY     - Date     Condition        Report By
 SF0206  HISTORY     - 1954     MONUMENTED       IBC
 SF0206  HISTORY     - 1975     SEE DESCRIPTION  NGS
 SF0206
 SF0206                          STATION DESCRIPTION
 SF0206
 SF0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CRM)
 SF0206'THE REFERENCE MONUMENT WAS RECOVERED IN GOOD CONDITION.  TWO
 SF0206'REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.  A NEW
 SF0206'DESCRIPTION FOLLOWS.
 SF0206'
 SF0206'THE REFERENCE MONUMENT IS LOCATED ABOUT 3 MILES NORTHWEST OF
 SF0206'GRAND ISLE, MAINE, ON A LOW, CUT BANK ON RAILROAD RIGHT-OF-WAY,
 SF0206'AND AT THE NORTHEAST EDGE OF A FIELD.
 SF0206'
 SF0206'TO REACH FROM THE ST. GERARD CATHOLIC CHURCH IN GRAND ISLE, GO
 SF0206'NORTHWEST ON U.S. HIGHWAY 1 FOR 2.8 MILES TO A FIELD ROAD ON THE
 SF0206'RIGHT.  TURN RIGHT AND FOLLOW THE FIELD ROAD NORTHEAST FOR 0.1
 SF0206'MILE TO A RAILROAD CROSSING AND THE REFERENCE MONUMENT ON THE
 SF0206'RIGHT, SOUTHEAST, SIDE OF THE ROAD.
 SF0206'
 SF0206'THE REFERENCE MONUMENT, STAMPED S 50 1954, IS A BRONZE,
 SF0206'TRIANGULATION STATION DISK SET IN THE TOP OF A 12-INCH SQUARE,
 SF0206'CONCRETE POST THAT PROJECTS 2 INCHES.  IT IS 34 FEET SOUTHEAST
 SF0206'OF THE CENTERLINE OF THE FIELD ROAD, 43 FEET SOUTHWEST OF THE
 SF0206'SOUTHWEST RAIL OF THE RAILROAD TRACK, 6.2 FEET NORTHWEST OF A
 SF0206'STEEL, WITNESS POST WITH METAL SIGN ATTACHED, AND ABOUT 6 FEET
 SF0206'HIGHER THAN THE RAILROAD.
 SF0206'
 SF0206'REFERENCE MARK 1, STAMPED S-50-54 1 1975, IS A BRONZE,
 SF0206'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0206'POST THAT IS 12 INCHES IN DIAMETER, PROJECTS 1 FOOT, AND IS
 SF0206'ABOUT 5 FEET LOWER THAN THE REFERENCE MONUMENT.  IT IS 38 FEET
 SF0206'SOUTHWEST OF THE SOUTHWEST RAIL OF THE RAILROAD TRACK, 28.2
 SF0206'FEET NORTHWEST OF THE WITNESS POST, AND 12 FEET SOUTHEAST OF
 SF0206'THE CENTERLINE OF THE FIELD ROAD.
 SF0206'
 SF0206'REFERENCE MARK 2, STAMPED S-50-54 2 1975, IS A BRONZE,
 SF0206'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0206'POST THAT IS 12 INCHES IN DIAMETER, PROJECTS 6 INCHES, AND IS
 SF0206'ABOUT 3 FEET LOWER THAN THE REFERENCE MONUMENT.  IT IS 56.4 FEET
 SF0206'NORTHWEST OF THE WITNESS POST, 35 FEET SOUTHWEST OF THE
 SF0206'SOUTHWEST RAIL OF THE RAILROAD TRACK, AND 17 FEET NORTHWEST
 SF0206'OF THE CENTERLINE OF THE FIELD ROAD.
 SF0206'
 SF0206'IT IS 28.47 FEET OR 8.677 METERS BETWEEN THE REFERENCE MARKS.
 SF0206'
 SF0206'NOTE--THE REFERENCE MARKS WERE LOCATED WITH SUCH CHECKS AND
 SF0206'ACCURACY THAT THEY MAY BE USED IN LIEU OF LOST REFERENCE
 SF0206'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0210 ***********************************************************************
 SF0210  DESIGNATION -  REFERENCE MON S 51
 SF0210  PID         -  SF0210
 SF0210  STATE/COUNTY-  ME/AROOSTOOK
 SF0210  USGS QUAD   -  GRAND ISLE (1986)
 SF0210
 SF0210                         *CURRENT SURVEY CONTROL
 SF0210  ___________________________________________________________________
 SF0210* NAD 83(1996)-  47 20 16.26390(N)    068 12 33.24310(W)     ADJUSTED  
 SF0210* NAVD 88     -       145.1    (meters)     476.     (feet)  VERTCON   
 SF0210  ___________________________________________________________________
 SF0210  LAPLACE CORR-           5.05  (seconds)                    DEFLEC99
 SF0210  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 SF0210
 SF0210  HORZ ORDER  -  SECOND
 SF0210
 SF0210.The horizontal coordinates were established by classical geodetic methods
 SF0210.and adjusted by the National Geodetic Survey in March 1998..
 SF0210
 SF0210.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0210.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0210
 SF0210.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0210
 SF0210.The geoid height was determined by GEOID03.
 SF0210
 SF0210;                    North         East     Units Scale Factor Converg.
 SF0210;SPC ME E     -   408,021.468   321,972.491   MT  0.99990593   +0 12 49.7
 SF0210;UTM  19      - 5,243,012.542   559,738.261   MT  0.99964386   +0 34 53.5
 SF0210
 SF0210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0210!SPC ME E     -   0.99998097  x   0.99990593  =   0.99988691
 SF0210!UTM  19      -   0.99998097  x   0.99964386  =   0.99962484
 SF0210
 SF0210|---------------------------------------------------------------------|
 SF0210| PID    Reference Object                     Distance      Geod. Az  |
 SF0210|                                                           dddmmss.s |
 SF0210| DA6219 REFERENCE MON S 51 RM 1              19.047 METERS 22912     |
 SF0210| DA6220 REFERENCE MON S 51 RM 2              15.802 METERS 26737     |
 SF0210| SF0220 ST BASILE HOSP SP IBC 1951          APPROX. 3.0 KM 3190803.0 |
 SF0210| SF0219 ST B CATH CH W SP IBC 1973          APPROX. 2.7 KM 3220318.3 |
 SF0210| SF0218 ST B CATH CH E SP IBC 1973          APPROX. 2.7 KM 3221054.7 |
 SF0210|---------------------------------------------------------------------|
 SF0210
 SF0210                          SUPERSEDED SURVEY CONTROL
 SF0210
 SF0210  NAD 83(1992)-  47 20 16.25940(N)    068 12 33.24041(W) AD(       ) 2
 SF0210  NAD 83(1986)-  47 20 16.26332(N)    068 12 33.23179(W) AD(       ) 2
 SF0210  NAD 27      -  47 20 16.11773(N)    068 12 35.09064(W) AD(       ) 2
 SF0210  NGVD 29 (07/19/86)  145.2    (m)          476.     (f) VERT ANG       
 SF0210
 SF0210.Superseded values are not recommended for survey control.
 SF0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0210.See file dsdata.txt to determine how the superseded data were derived.
 SF0210
 SF0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN5973843013(NAD 83)
 SF0210_MARKER: Z = SEE DESCRIPTION
 SF0210_SETTING: 0 = UNSPECIFIED SETTING
 SF0210
 SF0210  HISTORY     - Date     Condition        Report By
 SF0210  HISTORY     - 1975     MONUMENTED       IBC
 SF0210
 SF0210                          STATION DESCRIPTION
 SF0210
 SF0210'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1975 (CRM)
 SF0210'THE REFERENCE MONUMENT IS LOCATED ABOUT 3-1/2 MILES NORTHWEST
 SF0210'OF GRAND ISLE, MAINE, AT THE NORTHWEST END OF A FIELD NEAR THE
 SF0210'RIVER BANK, ABOUT 75 FEET NORTHEAST OF A SMALL, WOODED AREA,
 SF0210'AND ON PROPERTY OWNED BY MR. CAMILLE MORIN.
 SF0210'
 SF0210'TO REACH FROM THE ST. GERARD CATHOLIC CHURCH IN GRAND ISLE, GO
 SF0210'NORTHWEST ON U.S. HIGHWAY 1 FOR 3.4 MILES TO THE MORIN
 SF0210'RESIDENCE ON THE RIGHT.  TURN RIGHT AND GO NORTHEAST ON A
 SF0210'DRIVEWAY FOR ABOUT 250 FEET TO A MACHINERY SHED.  BEAR RIGHT
 SF0210'AND GO SOUTHEAST AND NORTHEAST ON A TRACK ROAD FOR 0.2 MILE TO
 SF0210'A RAILROAD TRACK.  CROSS THE RAILROAD AND GO NORTHERLY ON THE
 SF0210'TRACK ROAD FOR 0.05 MILE.  BEAR RIGHT AND GO NORTHEAST ON A DIM
 SF0210'TRACK ROAD, PASSING ON THE SOUTHEAST SIDE OF A SMALL, WOODED
 SF0210'AREA, FOR 0.1 MILE TO THE RIVER BANK AND THE REFERENCE
 SF0210'MONUMENT.
 SF0210'
 SF0210'THE REFERENCE MONUMENT, STAMPED S-51-75 1975, IS A BRONZE,
 SF0210'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL,
 SF0210'CONCRETE POST THAT IS 18 INCHES IN DIAMETER AND FLUSH WITH THE
 SF0210'GROUND.  IT IS 21 FEET SOUTH OF THE RIVER BANK AND 7.2 FEET
 SF0210'SOUTH-SOUTHWEST OF A STEEL, WITNESS POST WITH METAL SIGN
 SF0210'ATTACHED.
 SF0210'
 SF0210'REFERENCE MARK 1, STAMPED S-51-75 1 1975, IS A BRONZE,
 SF0210'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0210'POST THAT IS 12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT
 SF0210'IS AT THE NORTHEAST EDGE OF THE SMALL, WOODED AREA AND 67.8
 SF0210'FEET SOUTHWEST OF THE WITNESS POST.
 SF0210'
 SF0210'REFERENCE MARK 2, STAMPED S-51-75 2 1975, IS A BRONZE,
 SF0210'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0210'POST THAT IS 12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT
 SF0210'IS 53.4 FEET WEST OF THE WITNESS POST AND AT THE NORTHEAST EDGE
 SF0210'OF THE SMALL, WOODED AREA.
 SF0210'
 SF0210'IT IS 38.94 FEET OR 11.866 METERS BETWEEN THE REFERENCE MARKS.
 SF0210'
 SF0210'NOTE--THE REFERENCE MARKS WERE LOCATED WITH SUCH CHECKS AND
 SF0210'ACCURACY THAT THEY MAY BE USED IN LIEU OF LOST REFERENCE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0213 ***********************************************************************
 SF0213  DESIGNATION -  REFERENCE MON S 52
 SF0213  PID         -  SF0213
 SF0213  STATE/COUNTY-  ME/AROOSTOOK
 SF0213  USGS QUAD   -  GRAND ISLE (1986)
 SF0213
 SF0213                         *CURRENT SURVEY CONTROL
 SF0213  ___________________________________________________________________
 SF0213* NAD 83(1996)-  47 20 42.24220(N)    068 13 54.53785(W)     ADJUSTED  
 SF0213* NAVD 88     -       149.9    (meters)     492.     (feet)  VERTCON   
 SF0213  ___________________________________________________________________
 SF0213  LAPLACE CORR-           5.39  (seconds)                    DEFLEC99
 SF0213  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 SF0213
 SF0213  HORZ ORDER  -  SECOND
 SF0213
 SF0213.The horizontal coordinates were established by classical geodetic methods
 SF0213.and adjusted by the National Geodetic Survey in March 1998..
 SF0213
 SF0213.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0213
 SF0213.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0213
 SF0213.The geoid height was determined by GEOID03.
 SF0213
 SF0213;                    North         East     Units Scale Factor Converg.
 SF0213;SPC ME E     -   408,817.544   320,263.272   MT  0.99990504   +0 11 50.0
 SF0213;UTM  19      - 5,243,797.426   558,024.418   MT  0.99964138   +0 33 53.9
 SF0213
 SF0213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0213!SPC ME E     -   0.99998023  x   0.99990504  =   0.99988527
 SF0213!UTM  19      -   0.99998023  x   0.99964138  =   0.99962161
 SF0213
 SF0213:                Primary Azimuth Mark                     Grid Az
 SF0213:SPC ME E     -  ST B CATH CH W SP IBC 1973               001 46 56.6
 SF0213:UTM  19      -  ST B CATH CH W SP IBC 1973               001 24 52.7
 SF0213
 SF0213|---------------------------------------------------------------------|
 SF0213| PID    Reference Object                     Distance      Geod. Az  |
 SF0213|                                                           dddmmss.s |
 SF0213| SF0219 ST B CATH CH W SP IBC 1973          APPROX. 1.3 KM 0015846.6 |
 SF0213| SF0218 ST B CATH CH E SP IBC 1973          APPROX. 1.3 KM 0022809.0 |
 SF0213| DA6221 REFERENCE MON S 52 RM 1              15.739 METERS 15123     |
 SF0213| DA6222 REFERENCE MON S 52 RM 2               8.581 METERS 19908     |
 SF0213| SF0220 ST BASILE HOSP SP IBC 1951          APPROX. 1.5 KM 3503649.8 |
 SF0213|---------------------------------------------------------------------|
 SF0213
 SF0213                          SUPERSEDED SURVEY CONTROL
 SF0213
 SF0213  NAD 83(1992)-  47 20 42.23764(N)    068 13 54.53508(W) AD(       ) 2
 SF0213  NAD 83(1986)-  47 20 42.24185(N)    068 13 54.52639(W) AD(       ) 2
 SF0213  NAD 27      -  47 20 42.09682(N)    068 13 56.38191(W) AD(       ) 2
 SF0213  NGVD 29 (07/19/86)  150.0    (m)          492.     (f) VERT ANG       
 SF0213
 SF0213.Superseded values are not recommended for survey control.
 SF0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0213.See file dsdata.txt to determine how the superseded data were derived.
 SF0213
 SF0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN5802443797(NAD 83)
 SF0213
 SF0213  HISTORY     - Date     Condition        Report By
 SF0213  HISTORY     - 1951     MONUMENTED       IBC
 SF0213  HISTORY     - 1975     SEE DESCRIPTION  NGS
 SF0213
 SF0213                          STATION DESCRIPTION
 SF0213
 SF0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CRM)
 SF0213'THE REFERENCE MONUMENT WAS RECOVERED IN GOOD CONDITION.  TWO
 SF0213'REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.  A NEW
 SF0213'DESCRIPTION FOLLOWS.
 SF0213'
 SF0213'THE REFERENCE MONUMENT IS LOCATED ABOUT 4-1/2 MILES SOUTHEAST
 SF0213'OF MADAWASKA, MAINE, 4-1/2 MILES NORTHWEST OF GRAND ISLE,
 SF0213'MAINE, AND ON RAILROAD RIGHT-OF-WAY.
 SF0213'
 SF0213'TO REACH FROM THE ST. GERARD CATHOLIC CHURCH IN GRAND ISLE,
 SF0213'GO NORTHWEST ON U.S. HIGHWAY 1 FOR 4.4 MILES TO A SIDE ROAD
 SF0213'RIGHT.  TURN RIGHT AND GO NORTHEAST ON A DIRT ROAD FOR 0.3
 SF0213'MILE TO THE RAILROAD TRACK AND THE REFERENCE MONUMENT ON THE
 SF0213'RIGHT, SOUTHEAST SIDE OF THE ROAD.
 SF0213'
 SF0213'THE REFERENCE MONUMENT IS AN 0.8-FOOT SQUARE, CONCRETE POST,
 SF0213'PYRAMID-SHAPED ON TOP, THAT PROJECTS 8 INCHES ABOVE A 2-FOOT
 SF0213'SQUARE, CONCRETE BASE THAT IS FLUSH WITH THE GROUND.  S 52 1951
 SF0213'IS SCRIBED IN THE CONCRETE BASE.  IT IS 44 FEET NORTHEAST OF
 SF0213'NORTHEAST RAIL OF THE RAILROAD TRACK, 26 FEET SOUTHEAST OF THE
 SF0213'CENTERLINE OF THE DIRT ROAD, 13 FEET NORTHEAST OF THE CENTERLINE
 SF0213'OF A TRACK ROAD, AND 4.6 FEET NORTHWEST OF A STEEL, WITNESS
 SF0213'POST WITH METAL SIGN ATTACHED.
 SF0213'
 SF0213'REFERENCE MARK 1, STAMPED S-52-51 1 1975, IS A BRONZE,
 SF0213'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0213'POST THAT 12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT
 SF0213'IS 67 FEET SOUTHEAST OF THE CENTERLINE OF THE DIRT ROAD, 47.6
 SF0213'FEET SOUTH OF THE WITNESS POST, 20 FEET NORTHEAST OF THE
 SF0213'NORTHEAST RAIL OF THE RAILROAD TRACK, AND 16 FEET SOUTHWEST
 SF0213'OF THE CENTERLINE OF THE TRACK ROAD.
 SF0213'
 SF0213'REFERENCE MARK 2, STAMPED S-52-51 2 1975, IS A BRONZE,
 SF0213'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0213'POST THAT IS 12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT
 SF0213'IS 28 FEET SOUTHEAST OF THE CENTERLINE OF THE DIRT ROAD, 27.7
 SF0213'FEET SOUTHWEST OF THE WITNESS POST, 16 FEET NORTHEAST OF THE
 SF0213'NORTHEAST RAIL OF THE RAILROAD TRACK, AND 15 FEET SOUTHWEST OF
 SF0213'THE CENTERLINE OF THE TRACK ROAD.
 SF0213'
 SF0213'IT IS 38.79 FEET OR 11.825 METERS BETWEEN THE REFERENCE MARKS.
 SF0213'
 SF0213'NOTE--THE REFERENCE MARKS WERE LOCATED WITH SUCH CHECKS AND
 SF0213'ACCURACY THAT THEY MAY BE USED IN LIEU OF LOST REFERENCE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0266 ***********************************************************************
 SF0266  DESIGNATION -  REFERENCE MON S 53
 SF0266  PID         -  SF0266
 SF0266  STATE/COUNTY-  ME/AROOSTOOK
 SF0266  USGS QUAD   -  MADAWASKA (1986)
 SF0266
 SF0266                         *CURRENT SURVEY CONTROL
 SF0266  ___________________________________________________________________
 SF0266* NAD 83(1996)-  47 20 45.26731(N)    068 15 21.50841(W)     ADJUSTED  
 SF0266* NAVD 88     -       156.2    (meters)     512.     (feet)  VERTCON   
 SF0266  ___________________________________________________________________
 SF0266  LAPLACE CORR-           5.19  (seconds)                    DEFLEC99
 SF0266  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 SF0266
 SF0266  HORZ ORDER  -  SECOND
 SF0266
 SF0266.The horizontal coordinates were established by classical geodetic methods
 SF0266.and adjusted by the National Geodetic Survey in March 1998..
 SF0266
 SF0266.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0266.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0266
 SF0266.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0266
 SF0266.The geoid height was determined by GEOID03.
 SF0266
 SF0266;                    North         East     Units Scale Factor Converg.
 SF0266;SPC ME E     -   408,904.958   318,437.628   MT  0.99990418   +0 10 46.1
 SF0266;UTM  19      - 5,243,873.100   556,198.734   MT  0.99963881   +0 32 50.0
 SF0266
 SF0266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0266!SPC ME E     -   0.99997925  x   0.99990418  =   0.99988343
 SF0266!UTM  19      -   0.99997925  x   0.99963881  =   0.99961806
 SF0266
 SF0266:                Primary Azimuth Mark                     Grid Az
 SF0266:SPC ME E     -  ST BASILE HOSP SP IBC 1951               049 22 26.8
 SF0266:UTM  19      -  ST BASILE HOSP SP IBC 1951               049 00 22.9
 SF0266
 SF0266|---------------------------------------------------------------------|
 SF0266| PID    Reference Object                     Distance      Geod. Az  |
 SF0266|                                                           dddmmss.s |
 SF0266| SF0220 ST BASILE HOSP SP IBC 1951          APPROX. 2.1 KM 0493312.9 |
 SF0266| SF0219 ST B CATH CH W SP IBC 1973          APPROX. 2.2 KM 0563615.1 |
 SF0266| SF0218 ST B CATH CH E SP IBC 1973          APPROX. 2.2 KM 0565132.3 |
 SF0266| DA6223 REFERENCE MON S 53 RM 1               9.817 METERS 10624     |
 SF0266| DA6224 REFERENCE MON S 53 RM 2               8.588 METERS 28413     |
 SF0266| SF0257 EDMUN TV ST CJBR MAST IBC 1973      APPROX. 6.6 KM 3163426.0 |
 SF0266|---------------------------------------------------------------------|
 SF0266
 SF0266                          SUPERSEDED SURVEY CONTROL
 SF0266
 SF0266  NAD 83(1992)-  47 20 45.26273(N)    068 15 21.50552(W) AD(       ) 2
 SF0266  NAD 83(1986)-  47 20 45.26723(N)    068 15 21.49694(W) AD(       ) 2
 SF0266  NAD 27      -  47 20 45.12274(N)    068 15 23.34910(W) AD(       ) 2
 SF0266  NGVD 29 (07/19/86)  156.3    (m)          513.     (f) VERT ANG       
 SF0266
 SF0266.Superseded values are not recommended for survey control.
 SF0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0266.See file dsdata.txt to determine how the superseded data were derived.
 SF0266
 SF0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN5619943873(NAD 83)
 SF0266
 SF0266  HISTORY     - Date     Condition        Report By
 SF0266  HISTORY     - 1973     MONUMENTED       IBC
 SF0266  HISTORY     - 1975     GOOD             NGS
 SF0266
 SF0266                          STATION DESCRIPTION
 SF0266
 SF0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CRM)
 SF0266'THE REFERENCE MONUMENT, REFERENCE MARK 1, AND REFERENCE MARK 2
 SF0266'WERE RECOVERED AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0300 ***********************************************************************
 SF0300  DESIGNATION -  REFERENCE MON S 54
 SF0300  PID         -  SF0300
 SF0300  STATE/COUNTY-  ME/AROOSTOOK
 SF0300  USGS QUAD   -  MADAWASKA (1986)
 SF0300
 SF0300                         *CURRENT SURVEY CONTROL
 SF0300  ___________________________________________________________________
 SF0300* NAD 83(1996)-  47 20 51.90888(N)    068 16 13.61296(W)     ADJUSTED  
 SF0300* NAVD 88     -       160.7    (meters)     527.     (feet)  VERTCON   
 SF0300  ___________________________________________________________________
 SF0300  LAPLACE CORR-           5.30  (seconds)                    DEFLEC99
 SF0300  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 SF0300
 SF0300  HORZ ORDER  -  SECOND
 SF0300
 SF0300.The horizontal coordinates were established by classical geodetic methods
 SF0300.and adjusted by the National Geodetic Survey in March 1998..
 SF0300
 SF0300.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0300.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0300
 SF0300.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0300
 SF0300.The geoid height was determined by GEOID03.
 SF0300
 SF0300;                    North         East     Units Scale Factor Converg.
 SF0300;SPC ME E     -   409,106.723   317,343.463   MT  0.99990370   +0 10 07.8
 SF0300;UTM  19      - 5,244,067.786   555,103.588   MT  0.99963732   +0 32 11.7
 SF0300
 SF0300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0300!SPC ME E     -   0.99997855  x   0.99990370  =   0.99988225
 SF0300!UTM  19      -   0.99997855  x   0.99963732  =   0.99961587
 SF0300
 SF0300|---------------------------------------------------------------------|
 SF0300| PID    Reference Object                     Distance      Geod. Az  |
 SF0300|                                                           dddmmss.s |
 SF0300| SF0299 S54 IBC 1957 RM 1 1975                7.022 METERS 17555     |
 SF0300| SF0264 REFERENCE MON S 54A                 APPROX. 0.7 KM 2372619.8 |
 SF0300| DA6225 REFERENCE MON S 54 RM 2              21.523 METERS 26652     |
 SF0300|---------------------------------------------------------------------|
 SF0300
 SF0300                          SUPERSEDED SURVEY CONTROL
 SF0300
 SF0300  NAD 83(1992)-  47 20 51.90428(N)    068 16 13.61000(W) AD(       ) 2
 SF0300  NAD 83(1986)-  47 20 51.90899(N)    068 16 13.60143(W) AD(       ) 2
 SF0300  NAD 27      -  47 20 51.76466(N)    068 16 15.45161(W) AD(       ) 2
 SF0300  NGVD 29 (07/19/86)  160.8    (m)          528.     (f) VERT ANG       
 SF0300
 SF0300.Superseded values are not recommended for survey control.
 SF0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0300.See file dsdata.txt to determine how the superseded data were derived.
 SF0300
 SF0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN5510444068(NAD 83)
 SF0300
 SF0300  HISTORY     - Date     Condition        Report By
 SF0300  HISTORY     - 1957     MONUMENTED       IBC
 SF0300  HISTORY     - 1975     SEE DESCRIPTION  NGS
 SF0300
 SF0300                          STATION DESCRIPTION
 SF0300
 SF0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CRM)
 SF0300'THE REFERENCE MONUMENT WAS RECOVERED IN GOOD CONDITION.  TWO
 SF0300'REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.  A NEW
 SF0300'DESCRIPTION FOLLOWS.
 SF0300'
 SF0300'THE REFERENCE MONUMENT IS LOCATED ABOUT 2-3/4 MILES EAST OF
 SF0300'MADAWASKA, MAINE AND ON HIGHWAY RIGHT-OF-WAY.
 SF0300'
 SF0300'TO REACH FROM THE ST. DAVID CATHOLIC CHURCH THAT IS ABOUT
 SF0300'2.4 MILES EAST OF MADAWASKA, GO EAST ON U.S. HIGHWAY 1 FOR 0.35
 SF0300'MILE TO THE REFERENCE MONUMENT ON THE LEFT, NORTH, SIDE OF THE
 SF0300'HIGHWAY.  THIS IS AT THE RESIDENCE OF MR. RONDAL GERVAIS.
 SF0300'
 SF0300'THE REFERENCE MONUMENT IS AN 0.8-FOOT SQUARE, CONCRETE POST
 SF0300'THAT PROJECTS 6 INCHES ABOVE A 3-FOOT SQUARE, CONCRETE BASE THAT
 SF0300'PROJECTS 18 INCHES.  1909, U.S., AND NO 54 IS CAST IN THE
 SF0300'CONCRETE BASE.  IT IS 47 FEET NORTH OF THE CENTERLINE OF THE
 SF0300'HIGHWAY AND 29 FEET EAST OF THE CENTERLINE OF A DRIVEWAY.
 SF0300'
 SF0300'REFERENCE MARK 1, STAMPED S-54 RM 1 1975, IS A BRONZE CAP
 SF0300'ATTACHED TO A 3 FOOT LONG, COPPER-COATED, STEEL ROD THAT IS
 SF0300'DRIVEN INTO THE GROUND AND IS 3 INCHES BELOW THE SURFACE OF
 SF0300'THE GROUND.  IT IS 35 FEET EAST OF THE CENTERLINE OF THE
 SF0300'DRIVEWAY, 26 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND
 SF0300'ABOUT 2 FEET LOWER THAN THE REFERENCE MONUMENT.
 SF0300'
 SF0300'REFERENCE MARK 2, STAMPED S-54 RM 2 1975, IS A BRONZE CAP
 SF0300'ATTACHED TO A 3 FOOT LONG, COPPER-COATED, STEEL ROD THAT IS
 SF0300'DRIVEN INTO THE GROUND AND IS 3 INCHES BELOW THE SURFACE OF THE
 SF0300'GROUND.  IT IS 41 FEET WEST OF THE CENTERLINE OF THE DRIVEWAY,
 SF0300'26 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 2 FEET
 SF0300'LOWER THAN THE REFERENCE MONUMENT.
 SF0300'
 SF0300'IT IS 74.65 FEET OR 22.753 METERS BETWEEN THE REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0264 ***********************************************************************
 SF0264  DESIGNATION -  REFERENCE MON S 54A
 SF0264  PID         -  SF0264
 SF0264  STATE/COUNTY-  ME/AROOSTOOK
 SF0264  USGS QUAD   -  MADAWASKA (1986)
 SF0264
 SF0264                         *CURRENT SURVEY CONTROL
 SF0264  ___________________________________________________________________
 SF0264* NAD 83(1996)-  47 20 39.97014(N)    068 16 41.11766(W)     ADJUSTED  
 SF0264* NAVD 88     -       208.8    (meters)     685.     (feet)  VERTCON   
 SF0264  ___________________________________________________________________
 SF0264  LAPLACE CORR-           5.34  (seconds)                    DEFLEC99
 SF0264  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 SF0264
 SF0264  HORZ ORDER  -  SECOND
 SF0264
 SF0264.The horizontal coordinates were established by classical geodetic methods
 SF0264.and adjusted by the National Geodetic Survey in March 1998..
 SF0264
 SF0264.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0264.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0264
 SF0264.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0264
 SF0264.The geoid height was determined by GEOID03.
 SF0264
 SF0264;                    North         East     Units Scale Factor Converg.
 SF0264;SPC ME E     -   408,736.387   316,767.270   MT  0.99990345   +0 09 47.5
 SF0264;UTM  19      - 5,243,693.860   554,529.937   MT  0.99963654   +0 31 51.4
 SF0264
 SF0264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0264!SPC ME E     -   0.99997101  x   0.99990345  =   0.99987446
 SF0264!UTM  19      -   0.99997101  x   0.99963654  =   0.99960756
 SF0264
 SF0264:                Primary Azimuth Mark                     Grid Az
 SF0264:SPC ME E     -  ST DAVID CH CROSS IBC 1957               004 34 10.2
 SF0264:UTM  19      -  ST DAVID CH CROSS IBC 1957               004 12 06.3
 SF0264
 SF0264|---------------------------------------------------------------------|
 SF0264| PID    Reference Object                     Distance      Geod. Az  |
 SF0264|                                                           dddmmss.s |
 SF0264| SF0268 ST DAVID CH CROSS IBC 1957          APPROX. 0.5 KM 0044357.7 |
 SF0264| DA6226 REFERENCE MON S 54A RM 1              8.197 METERS 02843     |
 SF0264| SF0220 ST BASILE HOSP SP IBC 1951          APPROX. 3.6 KM 0650156.1 |
 SF0264| DA6227 REFERENCE MON S 54A RM 2              9.204 METERS 21312     |
 SF0264| SF0298 EDMUN NOTRE DME CH SP IBC 1973      APPROX. 4.6 KM 3094745.4 |
 SF0264|---------------------------------------------------------------------|
 SF0264
 SF0264                          SUPERSEDED SURVEY CONTROL
 SF0264
 SF0264  NAD 83(1992)-  47 20 39.96554(N)    068 16 41.11466(W) AD(       ) 2
 SF0264  NAD 83(1986)-  47 20 39.97032(N)    068 16 41.10624(W) AD(       ) 2
 SF0264  NAD 27      -  47 20 39.82612(N)    068 16 42.95549(W) AD(       ) 2
 SF0264  NGVD 29 (07/19/86)  208.9    (m)          685.     (f) VERT ANG       
 SF0264
 SF0264.Superseded values are not recommended for survey control.
 SF0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0264.See file dsdata.txt to determine how the superseded data were derived.
 SF0264
 SF0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN5453043694(NAD 83)
 SF0264_MARKER: Z = SEE DESCRIPTION
 SF0264_SETTING: 0 = UNSPECIFIED SETTING
 SF0264
 SF0264  HISTORY     - Date     Condition        Report By
 SF0264  HISTORY     - 1975     MONUMENTED       IBC
 SF0264
 SF0264                          STATION DESCRIPTION
 SF0264
 SF0264'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1975 (CRM)
 SF0264'THE REFERENCE MONUMENT IS LOCATED ABOUT 2-1/2 MILES EAST-SOUTHEAST
 SF0264'OF MADAWASKA, MAINE, ON THE NORTH SLOPE OF A RIDGE, AND ON
 SF0264'PROPERTY OWNED BY ERNEST CHASSE.
 SF0264'
 SF0264'TO REACH FORM THE ST. DAVID CATHOLIC CHURCH THAT IS ABOUT 2.4
 SF0264'MILES EAST OF MADAWASKA, GO EAST ON U.S. HIGHWAY 1 FOR 0.15
 SF0264'MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTHWEST ON A
 SF0264'DIRT ROAD FOR 0.3 MILE TO THE REFERENCE MONUMENT ON THE RIGHT.
 SF0264'
 SF0264'THE REFERENCE MONUMENT, STAMPED S-54A-75 1975, IS A BRONZE,
 SF0264'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0264'POST THAT IS 18 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT
 SF0264'IS 23 FEET WEST OF THE CENTERLINE OF THE ROAD AND 11.4 FEET
 SF0264'NORTHEAST OF A STEEL, WITNESS POST WITH METAL SIGN ATTACHED.
 SF0264'
 SF0264'REFERENCE MARK 1, STAMPED S-54A-75 1 1975, IS A BRONZE, REFERENCE
 SF0264'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0264'12 INCHES IN DIAMETER, FLUSH WITH THE GROUND, AND ABOUT 2 FEET
 SF0264'LOWER THAN THE REFERENCE MONUMENT.  IT IS 37.6 FEET NORTH OF THE
 SF0264'WITNESS POST AND 23 FEET WEST OF THE CENTERLINE OF THE ROAD.
 SF0264'
 SF0264'REFERENCE MARK 2, STAMPED S-54A-75 2 1975, IS A BRONZE, REFERENCE
 SF0264'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0264'12 INCHES IN DIAMETER, FLUSH WITH THE GROUND, AND ABOUT 2 FEET
 SF0264'HIGHER THAN THE REFERENCE MONUMENT.  IT IS 24 FEET WEST OF THE
 SF0264'CENTERLINE OF THE ROAD AND 19.7 FEET SOUTH OF THE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0269 ***********************************************************************
 SF0269  DESIGNATION -  REFERENCE MON S 55
 SF0269  PID         -  SF0269
 SF0269  STATE/COUNTY-  ME/AROOSTOOK
 SF0269  USGS QUAD   -  MADAWASKA (1986)
 SF0269
 SF0269                         *CURRENT SURVEY CONTROL
 SF0269  ___________________________________________________________________
 SF0269* NAD 83(1996)-  47 21 01.57800(N)    068 17 14.76563(W)     ADJUSTED  
 SF0269* NAVD 88     -       173.0    (meters)     568.     (feet)  VERTCON   
 SF0269  ___________________________________________________________________
 SF0269  LAPLACE CORR-           5.46  (seconds)                    DEFLEC99
 SF0269  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 SF0269
 SF0269  HORZ ORDER  -  SECOND
 SF0269
 SF0269.The horizontal coordinates were established by classical geodetic methods
 SF0269.and adjusted by the National Geodetic Survey in March 1998..
 SF0269
 SF0269.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0269.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0269
 SF0269.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0269
 SF0269.The geoid height was determined by GEOID03.
 SF0269
 SF0269;                    North         East     Units Scale Factor Converg.
 SF0269;SPC ME E     -   409,401.659   316,059.232   MT  0.99990317   +0 09 22.8
 SF0269;UTM  19      - 5,244,354.397   553,817.834   MT  0.99963559   +0 31 26.8
 SF0269
 SF0269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0269!SPC ME E     -   0.99997662  x   0.99990317  =   0.99987979
 SF0269!UTM  19      -   0.99997662  x   0.99963559  =   0.99961222
 SF0269
 SF0269:                Primary Azimuth Mark                     Grid Az
 SF0269:SPC ME E     -  IQ RA ST CJEM NNE MST IBC 1973           002 36 19.5
 SF0269:UTM  19      -  IQ RA ST CJEM NNE MST IBC 1973           002 14 15.5
 SF0269
 SF0269|---------------------------------------------------------------------|
 SF0269| PID    Reference Object                     Distance      Geod. Az  |
 SF0269|                                                           dddmmss.s |
 SF0269| SF0293 IQ RA ST CJEM NNE MST IBC 1973      APPROX. 1.5 KM 0024542.3 |
 SF0269| SF0220 ST BASILE HOSP SP IBC 1951          APPROX. 4.1 KM 0775400.8 |
 SF0269| SF0219 ST B CATH CH W SP IBC 1973          APPROX. 4.3 KM 0801407.8 |
 SF0269| SF0218 ST B CATH CH E SP IBC 1973          APPROX. 4.3 KM 0801915.1 |
 SF0269| DA6228 REFERENCE MON S 55 RM 1              10.648 METERS 10548     |
 SF0269| SF0281 MWSKA FRASER WT TK IBC 1973         APPROX. 3.1 KM 2822803.1 |
 SF0269| DA6229 REFERENCE MON S 55 RM 2               8.190 METERS 28527     |
 SF0269| SF0298 EDMUN NOTRE DME CH SP IBC 1973      APPROX. 3.7 KM 3085011.7 |
 SF0269| SF0291 IQ RA ST CJEM SSW MST IBC 1973      APPROX. 1.4 KM 3594753.2 |
 SF0269|---------------------------------------------------------------------|
 SF0269
 SF0269                          SUPERSEDED SURVEY CONTROL
 SF0269
 SF0269  NAD 83(1992)-  47 21 01.57337(N)    068 17 14.76260(W) AD(       ) 2
 SF0269  NAD 83(1986)-  47 21 01.57827(N)    068 17 14.75406(W) AD(       ) 2
 SF0269  NAD 27      -  47 21 01.43410(N)    068 17 16.60190(W) AD(       ) 2
 SF0269  NGVD 29 (07/19/86)  173.1    (m)          568.     (f) VERT ANG       
 SF0269
 SF0269.Superseded values are not recommended for survey control.
 SF0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0269.See file dsdata.txt to determine how the superseded data were derived.
 SF0269
 SF0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN5381844354(NAD 83)
 SF0269
 SF0269  HISTORY     - Date     Condition        Report By
 SF0269  HISTORY     - 1973     MONUMENTED       IBC
 SF0269  HISTORY     - 1975     GOOD             NGS
 SF0269
 SF0269                          STATION DESCRIPTION
 SF0269
 SF0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CRM)
 SF0269'THE REFERENCE MONUMENT, REFERENCE MARK 1, AND REFERENCE MARK 2
 SF0269'WERE RECOVERED AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0271 ***********************************************************************
 SF0271  DESIGNATION -  REFERENCE MON S 56
 SF0271  PID         -  SF0271
 SF0271  STATE/COUNTY-  ME/AROOSTOOK
 SF0271  USGS QUAD   -  MADAWASKA (1986)
 SF0271
 SF0271                         *CURRENT SURVEY CONTROL
 SF0271  ___________________________________________________________________
 SF0271* NAD 83(1996)-  47 21 08.33459(N)    068 18 45.30771(W)     ADJUSTED  
 SF0271* NAVD 88     -       188.3    (meters)     618.     (feet)  VERTCON   
 SF0271  ___________________________________________________________________
 SF0271  LAPLACE CORR-           5.58  (seconds)                    DEFLEC99
 SF0271  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 SF0271
 SF0271  HORZ ORDER  -  SECOND
 SF0271
 SF0271.The horizontal coordinates were established by classical geodetic methods
 SF0271.and adjusted by the National Geodetic Survey in March 1998..
 SF0271
 SF0271.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0271.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0271
 SF0271.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0271
 SF0271.The geoid height was determined by GEOID03.
 SF0271
 SF0271;                    North         East     Units Scale Factor Converg.
 SF0271;SPC ME E     -   409,605.422   314,158.612   MT  0.99990246   +0 08 16.3
 SF0271;UTM  19      - 5,244,545.904   551,916.456   MT  0.99963312   +0 30 20.3
 SF0271
 SF0271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0271!SPC ME E     -   0.99997423  x   0.99990246  =   0.99987669
 SF0271!UTM  19      -   0.99997423  x   0.99963312  =   0.99960736
 SF0271
 SF0271:                Primary Azimuth Mark                     Grid Az
 SF0271:SPC ME E     -  ST BASILE HOSP SP IBC 1951               083 36 30.4
 SF0271:UTM  19      -  ST BASILE HOSP SP IBC 1951               083 14 26.4
 SF0271
 SF0271|---------------------------------------------------------------------|
 SF0271| PID    Reference Object                     Distance      Geod. Az  |
 SF0271|                                                           dddmmss.s |
 SF0271| SF0220 ST BASILE HOSP SP IBC 1951          APPROX. 5.9 KM 0834446.7 |
 SF0271| DA6230 REFERENCE MON S 56 RM 1               9.076 METERS 20108     |
 SF0271| SF0279 MWSKA CATH CH SP IBC 1951           APPROX. 1.2 KM 2822610.5 |
 SF0271| DA6231 REFERENCE MON S 56 RM 2               8.808 METERS 28758     |
 SF0271|---------------------------------------------------------------------|
 SF0271
 SF0271                          SUPERSEDED SURVEY CONTROL
 SF0271
 SF0271  NAD 83(1992)-  47 21 08.32995(N)    068 18 45.30453(W) AD(       ) 2
 SF0271  NAD 83(1986)-  47 21 08.33514(N)    068 18 45.29611(W) AD(       ) 2
 SF0271  NAD 27      -  47 21 08.19152(N)    068 18 47.14037(W) AD(       ) 2
 SF0271  NGVD 29 (07/19/86)  188.4    (m)          618.     (f) VERT ANG       
 SF0271
 SF0271.Superseded values are not recommended for survey control.
 SF0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0271.See file dsdata.txt to determine how the superseded data were derived.
 SF0271
 SF0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN5191644546(NAD 83)
 SF0271_MARKER: Z = SEE DESCRIPTION
 SF0271_SETTING: 0 = UNSPECIFIED SETTING
 SF0271
 SF0271  HISTORY     - Date     Condition        Report By
 SF0271  HISTORY     - 1975     MONUMENTED       IBC
 SF0271
 SF0271                          STATION DESCRIPTION
 SF0271
 SF0271'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1975 (CRM)
 SF0271'THE REFERENCE MONUMENT IS LOCATED IN THE SOUTHEAST PART OF
 SF0271'MADAWASKA, MAINE, ON A LOW SHELF THAT WAS FORMED BY EXCAVATION,
 SF0271'AND ABOUT 300 FEET WEST OF THE WEST END OF THE MOST SOUTHERLY
 SF0271'BUILDING AT THE ST. JOHN VALLEY SECURITY HOME.
 SF0271'
 SF0271'TO REACH FROM THE POST OFFICE AT 430 EAST MAIN STREET IN
 SF0271'MADAWASKA, GO EAST ON EAST MAIN STREET (U.S. HIGHWAY) 1 FOR 0.65
 SF0271'MILE TO A SIDE STREET RIGHT.  TURN RIGHT AND GO SOUTH-SOUTHWEST FOR
 SF0271'0.05 MILE, THENCE TURN RIGHT AND GO WEST FOR 0.1 MILE TO A DIRT
 SF0271'STREET ON THE LEFT.  TURN LEFT AND GO SOUTH-SOUTHWEST ON THE DIRT
 SF0271'STREET FOR ABOUT 200 FEET TO THE REFERENCE MONUMENT ON THE LEFT.
 SF0271'
 SF0271'THE REFERENCE MONUMENT, STAMPED S-56-75 1975, IS A BRONZE,
 SF0271'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0271'POST THAT IS 18 INCHES IN DIAMETER AND PROJECTS 4 INCHES.  IT IS
 SF0271'6.5 FEET NORTHWEST OF A STEEL, WITNESS POST WITH METAL SIGN
 SF0271'ATTACHED.
 SF0271'
 SF0271'REFERENCE MARK 1, STAMPED S-56-75 1 1975, IS A BRONZE, REFERENCE
 SF0271'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT
 SF0271'IS 12 INCHES IN DIAMETER AND PROJECTS 3 INCHES.  IT IS 27.7 FEET
 SF0271'SOUTH-SOUTHWEST OF THE WITNESS POST.
 SF0271'
 SF0271'REFERENCE MARK 2, STAMPED S-56-75 2 1975, IS A BRONZE, REFERENCE
 SF0271'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0271'12 INCHES IN DIAMETER AND PROJECTS 1 FOOT.  IT IS 34.7 FEET WEST
 SF0271'OF THE WITNESS POST.
 SF0271'
 SF0271'IT IS 40.32 FEET OR 12.290 METERS BETWEEN THE REFERENCE MARKS.
 SF0271'
 SF0271'NOTE--THE REFERENCE MARKS WERE LOCATED WITH SUCH CHECKS AND
 SF0271'ACCURACY THAT THEY MAY BE USED IN LIEU OF LOST REFERENCE
 SF0271'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0270 ***********************************************************************
 SF0270  DESIGNATION -  REFERENCE MON S 57
 SF0270  PID         -  SF0270
 SF0270  STATE/COUNTY-  ME/AROOSTOOK
 SF0270  USGS QUAD   -  MADAWASKA (1986)
 SF0270
 SF0270                         *CURRENT SURVEY CONTROL
 SF0270  ___________________________________________________________________
 SF0270* NAD 83(1996)-  47 21 02.57478(N)    068 19 08.68410(W)     ADJUSTED  
 SF0270* NAVD 88     -       227.5    (meters)     746.     (feet)  VERTCON   
 SF0270  ___________________________________________________________________
 SF0270  LAPLACE CORR-           5.65  (seconds)                    DEFLEC99
 SF0270  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 SF0270
 SF0270  HORZ ORDER  -  SECOND
 SF0270
 SF0270.The horizontal coordinates were established by classical geodetic methods
 SF0270.and adjusted by the National Geodetic Survey in March 1998..
 SF0270
 SF0270.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0270.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0270
 SF0270.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0270
 SF0270.The geoid height was determined by GEOID03.
 SF0270
 SF0270;                    North         East     Units Scale Factor Converg.
 SF0270;SPC ME E     -   409,426.401   313,668.465   MT  0.99990230   +0 07 59.1
 SF0270;UTM  19      - 5,244,363.791   551,427.599   MT  0.99963250   +0 30 03.0
 SF0270
 SF0270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0270!SPC ME E     -   0.99996809  x   0.99990230  =   0.99987039
 SF0270!UTM  19      -   0.99996809  x   0.99963250  =   0.99960060
 SF0270
 SF0270:                Primary Azimuth Mark                     Grid Az
 SF0270:SPC ME E     -  EDMUN TV ST CJBR MAST IBC 1973           002 39 34.0
 SF0270:UTM  19      -  EDMUN TV ST CJBR MAST IBC 1973           002 17 30.1
 SF0270
 SF0270|---------------------------------------------------------------------|
 SF0270| PID    Reference Object                     Distance      Geod. Az  |
 SF0270|                                                           dddmmss.s |
 SF0270| SF0257 EDMUN TV ST CJBR MAST IBC 1973      APPROX. 4.3 KM 0024733.1 |
 SF0270| SF0258 LEVESQUE MW TWR IBC 1973            APPROX.10.1 KM 0234727.1 |
 SF0270| SF0293 IQ RA ST CJEM NNE MST IBC 1973      APPROX. 2.8 KM 0594312.7 |
 SF0270| SF0291 IQ RA ST CJEM SSW MST IBC 1973      APPROX. 2.7 KM 0605159.7 |
 SF0270| SF0229 ST BASIL NB PWR COMM MST 1973       APPROX. 8.4 KM 0631055.8 |
 SF0270| DA6232 REFERENCE MON S 57 RM 1              11.644 METERS 08930     |
 SF0270| DA6233 REFERENCE MON S 57 RM 2              12.060 METERS 14928     |
 SF0270| SF0262 MADAWASKA CAB TV MAST IBC 1973      APPROX. 3.2 KM 2225943.1 |
 SF0270| SF0267 MWSKA MUN WT TK IBC 1973            APPROX. 0.8 KM 2445545.8 |
 SF0270|---------------------------------------------------------------------|
 SF0270
 SF0270                          SUPERSEDED SURVEY CONTROL
 SF0270
 SF0270  NAD 83(1992)-  47 21 02.57016(N)    068 19 08.68089(W) AD(       ) 2
 SF0270  NAD 83(1986)-  47 21 02.57543(N)    068 19 08.67253(W) AD(       ) 2
 SF0270  NAD 27      -  47 21 02.43157(N)    068 19 10.51629(W) AD(       ) 2
 SF0270  NGVD 29 (07/19/86)  227.6    (m)          747.     (f) VERT ANG       
 SF0270
 SF0270.Superseded values are not recommended for survey control.
 SF0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0270.See file dsdata.txt to determine how the superseded data were derived.
 SF0270
 SF0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN5142844364(NAD 83)
 SF0270
 SF0270  HISTORY     - Date     Condition        Report By
 SF0270  HISTORY     - 1973     MONUMENTED       IBC
 SF0270  HISTORY     - 1975     GOOD             NGS
 SF0270
 SF0270                          STATION DESCRIPTION
 SF0270
 SF0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CRM)
 SF0270'THE REFERENCE MONUMENT, REFERENCE MARK 1, AND REFERENCE MARK 2
 SF0270'WERE RECOVERED AND FOUND IN GOOD CONDITION.
 SF0270'
 SF0270'NOTE--THE REFERENCE MARKS WERE LOCATED WITH SUCH CHECKS AND
 SF0270'ACCURACY THAT THEY MAY BE USED IN LIEU OF LOST REFERENCE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0272 ***********************************************************************
 SF0272  DESIGNATION -  REFERENCE MON S 58
 SF0272  PID         -  SF0272
 SF0272  STATE/COUNTY-  ME/AROOSTOOK
 SF0272  USGS QUAD   -  MADAWASKA (1986)
 SF0272
 SF0272                         *CURRENT SURVEY CONTROL
 SF0272  ___________________________________________________________________
 SF0272* NAD 83(1996)-  47 21 09.83215(N)    068 19 32.55380(W)     ADJUSTED  
 SF0272* NAVD 88     -       207.5    (meters)     681.     (feet)  VERTCON   
 SF0272  ___________________________________________________________________
 SF0272  LAPLACE CORR-           5.77  (seconds)                    DEFLEC99
 SF0272  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 SF0272
 SF0272  HORZ ORDER  -  SECOND
 SF0272
 SF0272.The horizontal coordinates were established by classical geodetic methods
 SF0272.and adjusted by the National Geodetic Survey in March 1998..
 SF0272
 SF0272.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0272.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0272
 SF0272.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0272
 SF0272.The geoid height was determined by GEOID03.
 SF0272
 SF0272;                    North         East     Units Scale Factor Converg.
 SF0272;SPC ME E     -   409,649.364   313,167.036   MT  0.99990213   +0 07 41.5
 SF0272;UTM  19      - 5,244,583.471   550,924.885   MT  0.99963187   +0 29 45.5
 SF0272
 SF0272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0272!SPC ME E     -   0.99997123  x   0.99990213  =   0.99987336
 SF0272!UTM  19      -   0.99997123  x   0.99963187  =   0.99960311
 SF0272
 SF0272:                Primary Azimuth Mark                     Grid Az
 SF0272:SPC ME E     -  EDMUN NOTRE DME CH SP IBC 1973           001 08 07.2
 SF0272:UTM  19      -  EDMUN NOTRE DME CH SP IBC 1973           000 46 03.2
 SF0272
 SF0272|---------------------------------------------------------------------|
 SF0272| PID    Reference Object                     Distance      Geod. Az  |
 SF0272|                                                           dddmmss.s |
 SF0272| SF0298 EDMUN NOTRE DME CH SP IBC 1973      APPROX. 2.0 KM 0011548.7 |
 SF0272| DA6234 REFERENCE MON S 58 RM 1               7.781 METERS 18301     |
 SF0272| DA6235 REFERENCE MON S 58 RM 2               7.534 METERS 23319     |
 SF0272| SF0281 MWSKA FRASER WT TK IBC 1973         425.579 METERS 3440813.7 |
 SF0272|---------------------------------------------------------------------|
 SF0272
 SF0272                          SUPERSEDED SURVEY CONTROL
 SF0272
 SF0272  NAD 83(1992)-  47 21 09.82752(N)    068 19 32.55056(W) AD(       ) 2
 SF0272  NAD 83(1986)-  47 21 09.83286(N)    068 19 32.54215(W) AD(       ) 2
 SF0272  NAD 27      -  47 21 09.68949(N)    068 19 34.38547(W) AD(       ) 2
 SF0272  NGVD 29 (07/19/86)  207.6    (m)          681.     (f) VERT ANG       
 SF0272
 SF0272.Superseded values are not recommended for survey control.
 SF0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0272.See file dsdata.txt to determine how the superseded data were derived.
 SF0272
 SF0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN5092544583(NAD 83)
 SF0272_MARKER: Z = SEE DESCRIPTION
 SF0272_SETTING: 0 = UNSPECIFIED SETTING
 SF0272
 SF0272  HISTORY     - Date     Condition        Report By
 SF0272  HISTORY     - 1975     MONUMENTED       IBC
 SF0272
 SF0272                          STATION DESCRIPTION
 SF0272
 SF0272'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1975 (CRM)
 SF0272'THE REFERENCE MONUMENT IS LOCATED IN THE SOUTH PART OF MADAWASKA,
 SF0272'MAINE AND ON A 2 FOOT HIGH RAISED SECTION ON THE ROOF OF THE
 SF0272'SOUTHWEST PART OF THE MADAWASKA HIGH SCHOOL.  THIS IS THE HIGHEST
 SF0272'SECTION OF THE SCHOOL COMPLEX AT THIS TIME.
 SF0272'
 SF0272'THE SCHOOL IS LOCATED ON 7TH AVENUE AND CONTACT THE PRINCIPAL
 SF0272'OR CUSTODIAN FOR AN ESCORT TO THE ROOF.
 SF0272'
 SF0272'THE REFERENCE MONUMENT, STAMPED S-58-75 1975, IS A BRONZE,
 SF0272'REFERENCE MONUMENT DISK SET IN THE TOP OF A 4-INCH SQUARE,
 SF0272'CONCRETE BLOCK THAT IS FIXED TO THE ROOF WITH EPOXY AND PROJECTS
 SF0272'4 INCHES.  IT IS 13 FEET SOUTHEAST OF THE NORTHWEST EDGE OF THE
 SF0272'RAISED SECTION OF THE ROOF, 13 FEET NORTHWEST OF THE SOUTHEAST
 SF0272'EDGE OF THE ROOF, AND 13 FEET SOUTHWEST OF A FACADE THAT IS 2 FEET
 SF0272'HIGH.
 SF0272'
 SF0272'REFERENCE MARK 1, STAMPED S-58-75 1 1975, IS A BRONZE, REFERENCE
 SF0272'MARK DISK SET IN THE TOP OF A 4-INCH SQUARE, CONCRETE BLOCK THAT
 SF0272'IS FIXED TO THE ROOF WITH EPOXY AND PROJECTS 4 INCHES.  IT IS
 SF0272'2.5 FEET NORTHWEST OF THE SOUTHEAST EDGE OF THE RAISED SECTION
 SF0272'OF THE ROOF.
 SF0272'
 SF0272'REFERENCE MARK 2, STAMPED S-58-75 2 1975, IS A BRONZE, REFERENCE
 SF0272'MARK DISK SET IN THE TOP OF A 4-INCH SQUARE, CONCRETE BLOCK THAT IS
 SF0272'FIXED TO THE ROOF WITH EPOXY AND PROJECTS 4 INCHES.  IT IS 2.5 FEET
 SF0272'SOUTHEAST OF THE NORTHWEST EDGE OF THE RAISED SECTION OF THE ROOF.
 SF0272'
 SF0272'IT IS 21.37 FEET OR 6.514 METERS BETWEEN THE REFERENCE MARKS.
 SF0272'
 SF0272'NOTE--THE REFERENCE MARKS WERE LOCATED WITH SUCH CHECKS AND
 SF0272'ACCURACY THAT THEY MAY BE USED IN LIEU OF LOST REFERENCE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0280 ***********************************************************************
 SF0280  DESIGNATION -  REFERENCE MON S 59
 SF0280  PID         -  SF0280
 SF0280  STATE/COUNTY-  ME/AROOSTOOK
 SF0280  USGS QUAD   -  MADAWASKA (1986)
 SF0280
 SF0280                         *CURRENT SURVEY CONTROL
 SF0280  ___________________________________________________________________
 SF0280* NAD 83(1996)-  47 21 18.05512(N)    068 21 13.63662(W)     ADJUSTED  
 SF0280* NAVD 88     -       152.5    (meters)     500.     (feet)  VERTCON   
 SF0280  ___________________________________________________________________
 SF0280  X           -   1,596,792.826 (meters)                     COMP
 SF0280  Y           -  -4,023,553.950 (meters)                     COMP
 SF0280  Z           -   4,668,687.046 (meters)                     COMP
 SF0280  LAPLACE CORR-           5.34  (seconds)                    DEFLEC99
 SF0280  ELLIP HEIGHT-         128.27  (meters)          (03/06/98) GPS OBS
 SF0280  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 SF0280
 SF0280  HORZ ORDER  -  SECOND
 SF0280  ELLP ORDER  -  FOURTH    CLASS I
 SF0280
 SF0280.The horizontal coordinates were established by classical geodetic methods
 SF0280.and adjusted by the National Geodetic Survey in March 1998..
 SF0280
 SF0280.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0280.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0280
 SF0280.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SF0280
 SF0280.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0280
 SF0280.The ellipsoidal height was determined by GPS observations
 SF0280.and is referenced to NAD 83.
 SF0280
 SF0280.The geoid height was determined by GEOID03.
 SF0280
 SF0280;                    North         East     Units Scale Factor Converg.
 SF0280;SPC ME E     -   409,898.922   311,045.324   MT  0.99990150   +0 06 27.2
 SF0280;UTM  19      - 5,244,819.340   548,802.192   MT  0.99962927   +0 28 31.2
 SF0280
 SF0280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0280!SPC ME E     -   0.99997989  x   0.99990150  =   0.99988140
 SF0280!UTM  19      -   0.99997989  x   0.99962927  =   0.99960917
 SF0280
 SF0280:                Primary Azimuth Mark                     Grid Az
 SF0280:SPC ME E     -  EDMUN TV ST CJBR MAST IBC 1973           036 33 49.8
 SF0280:UTM  19      -  EDMUN TV ST CJBR MAST IBC 1973           036 11 45.8
 SF0280
 SF0280|---------------------------------------------------------------------|
 SF0280| PID    Reference Object                     Distance      Geod. Az  |
 SF0280|                                                           dddmmss.s |
 SF0280| SF0257 EDMUN TV ST CJBR MAST IBC 1973      APPROX. 4.7 KM 0364017.0 |
 SF0280| DA6236 REFERENCE MON S 59 RM 1              13.249 METERS 16611     |
 SF0280| DA6237 REFERENCE MON S 59 RM 2              16.208 METERS 26031     |
 SF0280|---------------------------------------------------------------------|
 SF0280
 SF0280                          SUPERSEDED SURVEY CONTROL
 SF0280
 SF0280  NAD 83(1992)-  47 21 18.05053(N)    068 21 13.63315(W) AD(       ) 2
 SF0280  ELLIP H (01/28/95)  128.46   (m)                       GP(       ) 4 2
 SF0280  NAD 83(1986)-  47 21 18.05616(N)    068 21 13.62480(W) AD(       ) 2
 SF0280  NAD 27      -  47 21 17.91507(N)    068 21 15.46425(W) AD(       ) 2
 SF0280  NGVD 29 (07/19/86)  152.6    (m)          501.     (f) VERT ANG       
 SF0280
 SF0280.Superseded values are not recommended for survey control.
 SF0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0280.See file dsdata.txt to determine how the superseded data were derived.
 SF0280
 SF0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN4880244819(NAD 83)
 SF0280_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SF0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SF0280_MAGNETIC: N = NO MAGNETIC MATERIAL
 SF0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF0280+STABILITY: SURFACE MOTION
 SF0280_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SF0280+SATELLITE: SATELLITE OBSERVATIONS - 1985
 SF0280
 SF0280  HISTORY     - Date     Condition        Report By
 SF0280  HISTORY     - 1975     MONUMENTED       IBC
 SF0280  HISTORY     - 1985     GOOD             NGS
 SF0280
 SF0280                          STATION DESCRIPTION
 SF0280
 SF0280'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1975 (CRM)
 SF0280'THE REFERENCE MONUMENT IS LOCATED ABOUT 1-1/4 MILES WEST-SOUTHWEST
 SF0280'OF MADAWASKA, MAINE AND ON RAILROAD RIGHT-OF-WAY.
 SF0280'
 SF0280'TO REACH FROM THE POST OFFICE AT 430 EAST MAIN STREET IN
 SF0280'MADAWASKA, GO WEST ON U.S. HIGHWAY 1 (EAST MAIN STREET) FOR 1.4
 SF0280'MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH, DOWNGRADE,
 SF0280'ON THE DIRT ROAD FOR 0.05 MILE TO A RAILROAD CROSSING AND THE
 SF0280'REFERENCE MONUMENT ON THE RIGHT, EAST, SIDE OF THE ROAD.
 SF0280'
 SF0280'THE REFERENCE MONUMENT, STAMPED S-59-75 1975, IS A BRONZE,
 SF0280'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0280'POST THAT IS 18 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT
 SF0280'IS 37 FEET EAST OF THE CENTERLINE OF THE DIRT ROAD, 22 FEET NORTH
 SF0280'OF THE NORTH RAIL OF THE RAILROAD TRACK, AND 6.1 FEET
 SF0280'SOUTH-SOUTHEAST OF A STEEL, WITNESS POST WITH METAL SIGN
 SF0280'ATTACHED.
 SF0280'
 SF0280'REFERENCE MARK 1, STAMPED S-59-75 1 1975, IS A BRONZE, REFERENCE
 SF0280'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0280'12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 49.6 FEET
 SF0280'SOUTH-SOUTHEAST OF THE WITNESS POST, 46 FEET EAST OF THE
 SF0280'CENTERLINE OF THE DIRT ROAD, AND 16 FEET SOUTH OF THE SOUTH RAIL
 SF0280'OF THE RAILROAD TRACK.
 SF0280'
 SF0280'REFERENCE MARK 2, STAMPED S-59-75 2 1975, IS A BRONZE, REFERENCE
 SF0280'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0280'12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 52.3
 SF0280'FEET WEST OF THE WITNESS POST, 21 FEET NORTH OF THE NORTH RAIL OF
 SF0280'THE RAILROAD TRACK, AND 16 FEET WEST OF THE CENTERLINE OF THE
 SF0280'DIRT ROAD.
 SF0280
 SF0280                          STATION RECOVERY (1985)
 SF0280
 SF0280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (MRM)
 SF0280'THE STATION WAS RECOVERED AT THIS DATE.
 SF0280'REFERENCE MARKS WERE NOT SEARCHED FOR AT THIS DATE.
 SF0280'
 SF0280'THE STATION IS LOCATED ABOUT 8.9 KM (5.5 MI)
 SF0280'NORTH-NORTHEAST OF FRENCHVILLE,
 SF0280'1.6 KM (1 MI) WEST-SOUTHWEST OF MADAWASKA, ALONG THE RAILROAD
 SF0280'TRACKS, NEAR THE MADAWASKA-FRENCHVILLE TOWN LINE.
 SF0280'OWNERSHIP--RAILROAD RIGHT-OF-WAY.
 SF0280'
 SF0280'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE
 SF0280'HIGHWAY 162 IN FRENCHVILLE, GO NORTH AND EAST FOR 1.2 KM (0.75 MI)
 SF0280'ON HIGHWAY 1 TO A PAVED ROAD RIGHT LEADING TO THE AIRPORT.
 SF0280'CONTINUE AHEAD FOR 5.7 KM (3.55 MI) ON HIGHWAY 1 TO A DRIVE-IN
 SF0280'MOVIE ENTRANCE ON THE RIGHT.  CONTINUE AHEAD FOR 2.6 KM (1.6 MI) TO
 SF0280'A TRACK ROAD LEFT AT BREAK IN GUARDRAIL (THIS ROAD IS NEAR THE
 SF0280'BOTTOM OF A LONG GRADE AND JUST EAST OF THE TOWN LINE POLE).  TURN
 SF0280'LEFT AND GO NORTHERLY (DOWNHILL) FOR 60 METERS (197 FT) ON THE
 SF0280'TRACK ROAD TO THE STATION ON THE RIGHT.
 SF0280'
 SF0280'THE STATION IS A STANDARD GSC DISK
 SF0280'STAMPED---S 59 75 1975---,
 SF0280'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 SF0280'40 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 SF0280'10.8 METERS (35.4 FT) EAST FROM THE APPROXIMATE CENTER OF THE TRACK
 SF0280'ROAD,
 SF0280'8.0 METERS (26.2 FT) SOUTH-SOUTHWEST FROM A UTILITY POLE,
 SF0280'6.6 METERS (26.7 FT) NORTH FROM THE NORTH RAIL OF THE RAILROAD
 SF0280'TRACK AND
 SF0280'1.8 METERS (5.9 FT) SOUTH-SOUTHEAST FROM A METAL WITNESS POST.
 SF0280'
 SF0280'FAA AIRPORT SURVEYS, MAINE, OCTOBER-NOVEMBER 1985.
 SF0280'
 SF0280'THIS STATION SUITABLE FOR GPS SURVEYS.
 SF0280'
 SF0280'DESCRIBED BY G.R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0265 ***********************************************************************
 SF0265  DESIGNATION -  REFERENCE MON S 60
 SF0265  PID         -  SF0265
 SF0265  STATE/COUNTY-  ME/AROOSTOOK
 SF0265  USGS QUAD   -  MADAWASKA (1986)
 SF0265
 SF0265                         *CURRENT SURVEY CONTROL
 SF0265  ___________________________________________________________________
 SF0265* NAD 83(1996)-  47 20 45.14187(N)    068 21 43.66407(W)     ADJUSTED  
 SF0265* NAVD 88     -       209.3    (meters)     687.     (feet)  VERTCON   
 SF0265  ___________________________________________________________________
 SF0265  LAPLACE CORR-           5.85  (seconds)                    DEFLEC99
 SF0265  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 SF0265
 SF0265  HORZ ORDER  -  SECOND
 SF0265
 SF0265.The horizontal coordinates were established by classical geodetic methods
 SF0265.and adjusted by the National Geodetic Survey in March 1998..
 SF0265
 SF0265.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0265.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0265
 SF0265.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0265
 SF0265.The geoid height was determined by GEOID03.
 SF0265
 SF0265;                    North         East     Units Scale Factor Converg.
 SF0265;SPC ME E     -   408,881.425   310,417.020   MT  0.99990133   +0 06 05.0
 SF0265;UTM  19      - 5,243,798.110   548,180.601   MT  0.99962853   +0 28 08.9
 SF0265
 SF0265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0265!SPC ME E     -   0.99997095  x   0.99990133  =   0.99987229
 SF0265!UTM  19      -   0.99997095  x   0.99962853  =   0.99959950
 SF0265
 SF0265:                Primary Azimuth Mark                     Grid Az
 SF0265:SPC ME E     -  EDMUN TV ST CJBR MAST IBC 1973           035 34 59.0
 SF0265:UTM  19      -  EDMUN TV ST CJBR MAST IBC 1973           035 12 55.1
 SF0265
 SF0265|---------------------------------------------------------------------|
 SF0265| PID    Reference Object                     Distance      Geod. Az  |
 SF0265|                                                           dddmmss.s |
 SF0265| SF0257 EDMUN TV ST CJBR MAST IBC 1973      APPROX. 5.9 KM 0354104.0 |
 SF0265| DA6239 REFERENCE MON S 60 RM 1               8.088 METERS 09631     |
 SF0265| DA6240 REFERENCE MON S 60 RM 2               5.967 METERS 27329     |
 SF0265|---------------------------------------------------------------------|
 SF0265
 SF0265                          SUPERSEDED SURVEY CONTROL
 SF0265
 SF0265  NAD 83(1992)-  47 20 45.13728(N)    068 21 43.66061(W) AD(       ) 2
 SF0265  NAD 83(1986)-  47 20 45.14299(N)    068 21 43.65253(W) AD(       ) 2
 SF0265  NAD 27      -  47 20 45.00275(N)    068 21 45.49192(W) AD(       ) 2
 SF0265  NGVD 29 (07/19/86)  209.4    (m)          687.     (f) VERT ANG       
 SF0265
 SF0265.Superseded values are not recommended for survey control.
 SF0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0265.See file dsdata.txt to determine how the superseded data were derived.
 SF0265
 SF0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN4818143798(NAD 83)
 SF0265_MARKER: Z = SEE DESCRIPTION
 SF0265_SETTING: 0 = UNSPECIFIED SETTING
 SF0265
 SF0265  HISTORY     - Date     Condition        Report By
 SF0265  HISTORY     - 1975     MONUMENTED       IBC
 SF0265
 SF0265                          STATION DESCRIPTION
 SF0265
 SF0265'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1975 (CRM)
 SF0265'THE REFERENCE MONUMENT IS LOCATED ABOUT 2 MILES SOUTHWEST OF
 SF0265'MADAWASKA, MAINE, AT THE NORTHWEST EDGE OF A WOODED AREA AND THE
 SF0265'SOUTHEAST EDGE OF A FIELD, AND ON PROPERTY OWNED BY THE SIROIS
 SF0265'DAIRY.
 SF0265'
 SF0265'TO REACH FROM THE POST OFFICE AT 430 EAST MAIN STREET IN
 SF0265'MADAWASKA, GO WESTERLY ON U.S. HIGHWAY 1 (EAST MAIN STREET) FOR 1.8
 SF0265'MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH AND SOUTHEAST
 SF0265'ON A GRAVELED ROAD FOR 0.4 MILES TO THE REFERENCE MONUMENT ON THE
 SF0265'RIGHT, SOUTHWEST, SIDE OF THE ROAD.
 SF0265'
 SF0265'THE REFERENCE MONUMENT, STAMPED S-60-75 1975, IS A BRONZE,
 SF0265'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0265'POST THAT IS 18 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT
 SF0265'IS 49 FEET SOUTHWEST OF THE CENTERLINE OF THE GRAVELED ROAD, 11
 SF0265'FEET SOUTH OF THE CENTERLINE OF A DIM TRACK ROAD, AND 6.3 FEET
 SF0265'WEST-NORTHWEST OF A STEEL, WITNESS POST WITH METAL SIGN
 SF0265'ATTACHED.
 SF0265'
 SF0265'REFERENCE MARK 1, STAMPED S-60-75 1 1975, IS A BRONZE, REFERENCE
 SF0265'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0265'12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 24 FEET
 SF0265'SOUTHWEST OF THE CENTERLINE OF THE GRAVELED ROAD, 21.5 FEET
 SF0265'EAST-NORTHEAST OF THE WITNESS POST, AND 12 FEET SOUTH OF THE
 SF0265'CENTERLINE OF THE DIM TRACK ROAD.
 SF0265'
 SF0265'REFERENCE MARK 2, STAMPED S-60-75 2 1975, IS A BRONZE, REFERENCE
 SF0265'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0265'12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 69 FEET
 SF0265'SOUTHWEST OF THE CENTERLINE OF THE GRAVELED ROAD, 25.0 FEET WEST
 SF0265'OF THE WITNESS POST AND 10 FEET SOUTH OF THE CENTERLINE OF THE
 SF0265'DIM TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0263 ***********************************************************************
 SF0263  DESIGNATION -  REFERENCE MON S 61
 SF0263  PID         -  SF0263
 SF0263  STATE/COUNTY-  ME/AROOSTOOK
 SF0263  USGS QUAD   -  MADAWASKA (1986)
 SF0263
 SF0263                         *CURRENT SURVEY CONTROL
 SF0263  ___________________________________________________________________
 SF0263* NAD 83(1996)-  47 20 35.63517(N)    068 22 08.62610(W)     ADJUSTED  
 SF0263* NAVD 88     -       195.8    (meters)     642.     (feet)  VERTCON   
 SF0263  ___________________________________________________________________
 SF0263  LAPLACE CORR-           5.73  (seconds)                    DEFLEC99
 SF0263  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 SF0263
 SF0263  HORZ ORDER  -  SECOND
 SF0263
 SF0263.The horizontal coordinates were established by classical geodetic methods
 SF0263.and adjusted by the National Geodetic Survey in March 1998..
 SF0263
 SF0263.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0263.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0263
 SF0263.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0263
 SF0263.The geoid height was determined by GEOID03.
 SF0263
 SF0263;                    North         East     Units Scale Factor Converg.
 SF0263;SPC ME E     -   408,586.959   309,893.615   MT  0.99990120   +0 05 46.7
 SF0263;UTM  19      - 5,243,500.372   547,659.239   MT  0.99962791   +0 27 50.5
 SF0263
 SF0263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0263!SPC ME E     -   0.99997307  x   0.99990120  =   0.99987428
 SF0263!UTM  19      -   0.99997307  x   0.99962791  =   0.99960099
 SF0263
 SF0263:                Primary Azimuth Mark                     Grid Az
 SF0263:SPC ME E     -  EDMUN TV ST CJBR MAST IBC 1973           037 49 58.7
 SF0263:UTM  19      -  EDMUN TV ST CJBR MAST IBC 1973           037 27 54.9
 SF0263
 SF0263|---------------------------------------------------------------------|
 SF0263| PID    Reference Object                     Distance      Geod. Az  |
 SF0263|                                                           dddmmss.s |
 SF0263| SF0257 EDMUN TV ST CJBR MAST IBC 1973      APPROX. 6.5 KM 0375545.4 |
 SF0263| SF0262 MADAWASKA CAB TV MAST IBC 1973      APPROX. 2.2 KM 1325129.6 |
 SF0263| DA6242 REFERENCE MON S 61 RM 2               8.944 METERS 16214     |
 SF0263| SF0314 S62 IBC 1951 RM 2 1976              309.212 METERS 29910     |
 SF0263| SF0313 REFERENCE MON S 62                  293.018 METERS 30311     |
 SF0263| DA6241 REFERENCE MON S 61 RM 1               9.190 METERS 34554     |
 SF0263|---------------------------------------------------------------------|
 SF0263
 SF0263                          SUPERSEDED SURVEY CONTROL
 SF0263
 SF0263  NAD 83(1992)-  47 20 35.63053(N)    068 22 08.62263(W) AD(       ) 2
 SF0263  NAD 83(1986)-  47 20 35.63632(N)    068 22 08.61460(W) AD(       ) 2
 SF0263  NAD 27      -  47 20 35.49717(N)    068 22 10.45373(W) AD(       ) 2
 SF0263  NGVD 29 (07/19/86)  195.9    (m)          643.     (f) VERT ANG       
 SF0263
 SF0263.Superseded values are not recommended for survey control.
 SF0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0263.See file dsdata.txt to determine how the superseded data were derived.
 SF0263
 SF0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN4765943500(NAD 83)
 SF0263_MARKER: Z = SEE DESCRIPTION
 SF0263_SETTING: 0 = UNSPECIFIED SETTING
 SF0263
 SF0263  HISTORY     - Date     Condition        Report By
 SF0263  HISTORY     - 1975     MONUMENTED       IBC
 SF0263  HISTORY     - 1976     SEE DESCRIPTION  NGS
 SF0263
 SF0263                          STATION DESCRIPTION
 SF0263
 SF0263'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1975 (CRM)
 SF0263'THE REFERENCE MONUMENT IS LOCATED ABOUT 2 MILES SOUTHWEST OF
 SF0263'MADAWASKA, MAINE, ON THE NORTHWEST SLOPE OF A LOW RIDGE, IN THE
 SF0263'FENCE ROW BETWEEN TWO FIELDS, AND ON PROPERTY OWNED BY
 SF0263'MRS. SIROIS.
 SF0263'
 SF0263'TO REACH FROM THE POST OFFICE AT 430 EAST MAIN STREET ON MADAWASKA,
 SF0263'GO WEST AND SOUTHWEST ON U.S. HIGHWAY 1 (EAST MAIN STREET)
 SF0263'FOR 2.2 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTHEAST
 SF0263'ON A DIRT ROAD FOR 0.45 MILE TO A DRAINAGE DITCH ON THE
 SF0263'RIGHT.  TURN RIGHT AND GO SOUTHWEST, ACROSS COUNTRY, ALONG THE
 SF0263'SOUTHEAST SIDE OF THE DITCH, FOR 0.1 MILE TO A FENCE LINE.  TURN
 SF0263'LEFT AND GO SOUTHEAST, ALONG THE FENCE LINE, FOR ABOUT 150 FEET
 SF0263'TO THE REFERENCE MONUMENT.
 SF0263'
 SF0263'THE REFERENCE MONUMENT, STAMPED S-61-75 1975, IS A BRONZE,
 SF0263'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0263'POST THAT IS 18 INCHES IN DIAMETER AND PROJECTS 1 FOOT.  IT IS 6.4
 SF0263'FEET NORTHWEST OF A STEEL, WITNESS POST WITH METAL SIGN ATTACHED
 SF0263'AND 2 FEET NORTHEAST OF A WIRE FENCE.
 SF0263'
 SF0263'REFERENCE MARK 1, STAMPED S-61-75 1 1975, IS A BRONZE, REFERENCE
 SF0263'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT
 SF0263'IS 12 INCHES IN DIAMETER, PROJECTS 10 INCHES, AND IS ABOUT 3 FEET
 SF0263'LOWER THAN THE REFERENCE MONUMENT.  IT IS 36.6 FEET NORTHWEST OF
 SF0263'THE WITNESS POST AND 3 FEET NORTHEAST OF THE WIRE FENCE.
 SF0263'
 SF0263'REFERENCE MARK 2, STAMPED S-61-75 2 1975, IS A BRONZE, REFERENCE
 SF0263'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0263'12 INCHES IN DIAMETER, PROJECTS 18 INCHES, AND IS ABOUT 3 FEET
 SF0263'HIGHER THAN THE REFERENCE MONUMENT.  IT IS 23.2 FEET SOUTHEAST
 SF0263'OF THE WITNESS POST AND 2.5 FEET NORTHEAST OF THE WIRE FENCE.
 SF0263
 SF0263                          STATION RECOVERY (1976)
 SF0263
 SF0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CRM)
 SF0263'THE MONUMENT AND REFERENCE MARKS WERE RECOVERED IN GOOD
 SF0263'CONDITION.  THE 1975 DESCRIPTION IS ADEQUATE.
 SF0263'
 SF0263'REFERENCE MARK 1 IS 0.91 METER LOWER THAN THE REFERENCE
 SF0263'MONUMENT.  REFERENCE MARK 2 IS 1.03 METER HIGHER THAN THE
 SF0263'REFERENCE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0313 ***********************************************************************
 SF0313  DESIGNATION -  REFERENCE MON S 62
 SF0313  PID         -  SF0313
 SF0313  STATE/COUNTY-  ME/AROOSTOOK
 SF0313  USGS QUAD   -  MADAWASKA (1986)
 SF0313
 SF0313                         *CURRENT SURVEY CONTROL
 SF0313  ___________________________________________________________________
 SF0313* NAD 83(1996)-  47 20 40.82746(N)    068 22 20.30980(W)     ADJUSTED  
 SF0313* NAVD 88     -       178.8    (meters)     587.     (feet)  VERTCON   
 SF0313  ___________________________________________________________________
 SF0313  LAPLACE CORR-           5.44  (seconds)                    DEFLEC99
 SF0313  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 SF0313
 SF0313  HORZ ORDER  -  SECOND
 SF0313
 SF0313.The horizontal coordinates were established by classical geodetic methods
 SF0313.and adjusted by the National Geodetic Survey in March 1998..
 SF0313
 SF0313.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0313.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0313
 SF0313.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0313
 SF0313.The geoid height was determined by GEOID03.
 SF0313
 SF0313;                    North         East     Units Scale Factor Converg.
 SF0313;SPC ME E     -   408,746.887   309,648.124   MT  0.99990114   +0 05 38.1
 SF0313;UTM  19      - 5,243,658.678   547,412.794   MT  0.99962763   +0 27 41.9
 SF0313
 SF0313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0313!SPC ME E     -   0.99997574  x   0.99990114  =   0.99987688
 SF0313!UTM  19      -   0.99997574  x   0.99962763  =   0.99960338
 SF0313
 SF0313|---------------------------------------------------------------------|
 SF0313| PID    Reference Object                     Distance      Geod. Az  |
 SF0313|                                                           dddmmss.s |
 SF0313| SF0263 REFERENCE MON S 61                  293.018 METERS 12311     |
 SF0313| SF0262 MADAWASKA CAB TV MAST IBC 1973      APPROX. 2.5 KM 1314312.3 |
 SF0313| DA6243 REFERENCE MON S 62 RM 1               8.409 METERS 20823     |
 SF0313| SF0314 S62 IBC 1951 RM 2 1976               26.606 METERS 24838     |
 SF0313|---------------------------------------------------------------------|
 SF0313
 SF0313                          SUPERSEDED SURVEY CONTROL
 SF0313
 SF0313  NAD 83(1992)-  47 20 40.82282(N)    068 22 20.30632(W) AD(       ) 2
 SF0313  NAD 83(1986)-  47 20 40.82864(N)    068 22 20.29826(W) AD(       ) 2
 SF0313  NAD 27      -  47 20 40.68968(N)    068 22 22.13675(W) AD(       ) 2
 SF0313  NGVD 29 (07/19/86)  178.9    (m)          587.     (f) VERT ANG       
 SF0313
 SF0313.Superseded values are not recommended for survey control.
 SF0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0313.See file dsdata.txt to determine how the superseded data were derived.
 SF0313
 SF0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN4741343659(NAD 83)
 SF0313
 SF0313  HISTORY     - Date     Condition        Report By
 SF0313  HISTORY     - 1951     MONUMENTED       IBC
 SF0313  HISTORY     - 1976     SEE DESCRIPTION  NGS
 SF0313
 SF0313                          STATION DESCRIPTION
 SF0313
 SF0313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CRM)
 SF0313'THE MONUMENT WAS RECOVERED IN GOOD CONDITION.  TWO REFERENCE
 SF0313'MARKS WERE ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 SF0313'
 SF0313'THE MONUMENT IS LOCATED ABOUT 2-1/4 MILES SOUTHWEST OF MADAWASKA,
 SF0313'MAINE AND ON HIGHWAY RIGHT-OF-WAY.  REFERENCE MARK 2 IS LOCATED
 SF0313'ON PRIVATE PROPERTY.
 SF0313'
 SF0313'TO REACH FROM THE POST OFFICE, AT 430 MAIN STREET, IN
 SF0313'MADAWASKA, GO WESTERLY ON U.S. HIGHWAY 1 FOR 2.4 MILES TO A SIDE
 SF0313'ROAD LEFT.  CONTINUE AHEAD, WESTERLY AND SOUTHWESTERLY, ON
 SF0313'U.S. HIGHWAY 1 FOR 0.25 MILE TO THE MONUMENT ON THE LEFT,
 SF0313'SOUTHEAST, SIDE OF THE HIGHWAY.
 SF0313'
 SF0313'THE REFERENCE MONUMENT IS A 10-INCH SQUARE, CONCRETE SPIKE,
 SF0313'PYRAMID-SHAPED ON TOP, THAT PROJECTS 9 INCHES ABOVE A 2-FOOT
 SF0313'SQUARE, CONCRETE BASE.  S62-1951 IS CAST IN THE CONCRETE BASE AND
 SF0313'ONLY 4 INCHES OF THE MONUMENT PROJECTS ABOVE THE GROUND.  IT IS
 SF0313'26 FEET SOUTH-SOUTHWEST OF A POWER POLE WITH A TRANSFORMER, 24
 SF0313'FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 4.9 FEET
 SF0313'SOUTH-SOUTHWEST OF A STEEL WITNESS POST WITH METAL SIGN
 SF0313'ATTACHED, AND 3 FEET NORTHWEST OF A FENCE.
 SF0313'
 SF0313'REFERENCE MARK 1, STAMPED S-62-51 1 1976, IS A BRONZE, REFERENCE
 SF0313'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0313'12 INCHES IN DIAMETER AND PROJECTS 4 INCHES.  IT IS 32.4 FEET
 SF0313'SOUTH-SOUTHWEST OF THE WITNESS POST, 24 FEET SOUTHEAST OF THE
 SF0313'CENTERLINE OF THE HIGHWAY, 3 FEET NORTHWEST OF A FENCE, AND 0.14
 SF0313'METER LOWER THAN THE REFERENCE MONUMENT.
 SF0313'
 SF0313'REFERENCE MARK 2, STAMPED S-62-51 2 1976, IS A BRONZE, REFERENCE
 SF0313'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0313'12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 91.6 FEET
 SF0313'SOUTHWEST OF THE WITNESS POST, 33 FEET NORTHWEST OF THE CENTERLINE
 SF0313'OF THE HIGHWAY, 22 FEET NORTH-NORTHEAST OF THE CENTERLINE OF A
 SF0313'GRAVELED DRIVE, 3 FEET NORTHWEST OF A RAIL FENCE, AND 0.52 METER
 SF0313'LOWER THAN THE REFERENCE MONUMENT.
 SF0313'
 SF0313'SOME OF THE FIELD WORK WAS ACCOMPLISHED AT THIS MONUMENT IN
 SF0313'1975, HENCE TWO SETS OF OBSERVATIONS.
 SF0313'
 SF0313'NOTE--THE REFERENCE MARKS WERE LOCATED WITH SUCH CHECKS AND
 SF0313'ACCURACY THAT THEY MAY BE USED IN LIEU OF LOST REFERENCE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0341 ***********************************************************************
 SF0341  DESIGNATION -  REFERENCE MON S 63
 SF0341  PID         -  SF0341
 SF0341  STATE/COUNTY-  ME/AROOSTOOK
 SF0341  USGS QUAD   -  FRENCHVILLE (1986)
 SF0341
 SF0341                         *CURRENT SURVEY CONTROL
 SF0341  ___________________________________________________________________
 SF0341* NAD 83(1996)-  47 20 14.38199(N)    068 22 35.51474(W)     ADJUSTED  
 SF0341* NAVD 88     -       177.7    (meters)     583.     (feet)  VERTCON   
 SF0341  ___________________________________________________________________
 SF0341  LAPLACE CORR-           5.44  (seconds)                    DEFLEC99
 SF0341  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 SF0341
 SF0341  HORZ ORDER  -  SECOND
 SF0341
 SF0341.The horizontal coordinates were established by classical geodetic methods
 SF0341.and adjusted by the National Geodetic Survey in March 1998..
 SF0341
 SF0341.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0341.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0341
 SF0341.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0341
 SF0341.The geoid height was determined by GEOID03.
 SF0341
 SF0341;                    North         East     Units Scale Factor Converg.
 SF0341;SPC ME E     -   407,929.749   309,330.292   MT  0.99990107   +0 05 26.9
 SF0341;UTM  19      - 5,242,839.741   547,100.298   MT  0.99962726   +0 27 30.5
 SF0341
 SF0341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0341!SPC ME E     -   0.99997591  x   0.99990107  =   0.99987698
 SF0341!UTM  19      -   0.99997591  x   0.99962726  =   0.99960318
 SF0341
 SF0341|---------------------------------------------------------------------|
 SF0341| PID    Reference Object                     Distance      Geod. Az  |
 SF0341|                                                           dddmmss.s |
 SF0341| DA6244 REFERENCE MON S 63 RM 1               7.146 METERS 01950     |
 SF0341| DA6245 REFERENCE MON S 63 RM 2               7.848 METERS 22310     |
 SF0341| SF0345 C61 IBC 1910                        APPROX. 0.7 KM 2383904.7 |
 SF0341|---------------------------------------------------------------------|
 SF0341
 SF0341                          SUPERSEDED SURVEY CONTROL
 SF0341
 SF0341  NAD 83(1992)-  47 20 14.37736(N)    068 22 35.51129(W) AD(       ) 2
 SF0341  NAD 83(1986)-  47 20 14.38321(N)    068 22 35.50339(W) AD(       ) 2
 SF0341  NAD 27      -  47 20 14.24483(N)    068 22 37.34271(W) AD(       ) 2
 SF0341  NGVD 29 (07/19/86)  177.8    (m)          583.     (f) VERT ANG       
 SF0341
 SF0341.Superseded values are not recommended for survey control.
 SF0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0341.See file dsdata.txt to determine how the superseded data were derived.
 SF0341
 SF0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN4710042840(NAD 83)
 SF0341_MARKER: Z = SEE DESCRIPTION
 SF0341_SETTING: 0 = UNSPECIFIED SETTING
 SF0341
 SF0341  HISTORY     - Date     Condition        Report By
 SF0341  HISTORY     - 1975     MONUMENTED       IBC
 SF0341
 SF0341                          STATION DESCRIPTION
 SF0341
 SF0341'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1975 (CRM)
 SF0341'THE REFERENCE MONUMENT IS LOCATED ABOUT 2-3/4 MILES SOUTHWEST OF
 SF0341'MADAWASKA, MAINE, NEAR THE MADAWASKA DRIVE-IN MOVIE, ATOP A CUT
 SF0341'BANK ABOUT 75 FEET SOUTHEAST OF AND 20 FEET HIGHER THAN THE
 SF0341'HIGHWAY, AND ON PROPERTY OWNED BY MR. ELDON CYR.
 SF0341'
 SF0341'TO REACH FROM THE POST OFFICE AT 430 EAST MAIN STREET IN
 SF0341'MADAWASKA, GO WEST AND SOUTHWEST ON U.S. HIGHWAY 1 (EAST MAIN
 SF0341'STREET) FOR 3.0 MILES TO THE REFERENCE MONUMENT ON THE LEFT,
 SF0341'SOUTHEAST, SIDE OF THE HIGHWAY.
 SF0341'
 SF0341'THE REFERENCE MONUMENT, STAMPED S-63-75 1975, IS A BRONZE,
 SF0341'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0341'POST THAT IS 18 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT
 SF0341'IS 174 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE MOVIE
 SF0341'SCREEN, 20.3 FEET EAST OF A STEEL, WITNESS POST WITH METAL SIGN
 SF0341'ATTACHED, AND 19 FEET SOUTHEAST OF THE EDGE OF THE CUT BANK.
 SF0341'
 SF0341'REFERENCE MARK 1, STAMPED S-63-75 1 1975, IS A BRONZE, REFERENCE
 SF0341'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0341'12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 38.2 FEET
 SF0341'NORTHEAST OF THE WITNESS POST AND 8 FEET SOUTHEAST OF THE CUT
 SF0341'BANK.
 SF0341'
 SF0341'REFERENCE MARK 2, STAMPED S-63-75 2 1975, IS A BRONZE, REFERENCE
 SF0341'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0341'12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 14.9 FEET
 SF0341'SOUTH OF THE WITNESS POST AND 13 FEET SOUTHEAST OF THE CUT BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0338 ***********************************************************************
 SF0338  DESIGNATION -  REFERENCE MON S 64
 SF0338  PID         -  SF0338
 SF0338  STATE/COUNTY-  ME/AROOSTOOK
 SF0338  USGS QUAD   -  FRENCHVILLE (1986)
 SF0338
 SF0338                         *CURRENT SURVEY CONTROL
 SF0338  ___________________________________________________________________
 SF0338* NAD 83(1996)-  47 19 42.54996(N)    068 22 43.04656(W)     ADJUSTED  
 SF0338* NAVD 88     -       182.8    (meters)     600.     (feet)  VERTCON   
 SF0338  ___________________________________________________________________
 SF0338  LAPLACE CORR-           5.63  (seconds)                    DEFLEC99
 SF0338  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 SF0338
 SF0338  HORZ ORDER  -  SECOND
 SF0338
 SF0338.The horizontal coordinates were established by classical geodetic methods
 SF0338.and adjusted by the National Geodetic Survey in March 1998..
 SF0338
 SF0338.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0338.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0338
 SF0338.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0338
 SF0338.The geoid height was determined by GEOID03.
 SF0338
 SF0338;                    North         East     Units Scale Factor Converg.
 SF0338;SPC ME E     -   406,946.543   309,173.721   MT  0.99990103   +0 05 21.3
 SF0338;UTM  19      - 5,241,855.821   546,950.081   MT  0.99962709   +0 27 24.8
 SF0338
 SF0338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0338!SPC ME E     -   0.99997511  x   0.99990103  =   0.99987615
 SF0338!UTM  19      -   0.99997511  x   0.99962709  =   0.99960221
 SF0338
 SF0338|---------------------------------------------------------------------|
 SF0338| PID    Reference Object                     Distance      Geod. Az  |
 SF0338|                                                           dddmmss.s |
 SF0338| DA6246 REFERENCE MON S 64 RM 1               9.692 METERS 20749     |
 SF0338| DA6247 REFERENCE MON S 64 RM 2              12.579 METERS 26000     |
 SF0338| SF0339 REFERENCE MON C 62                  APPROX. 0.8 KM 2882908.7 |
 SF0338|---------------------------------------------------------------------|
 SF0338
 SF0338                          SUPERSEDED SURVEY CONTROL
 SF0338
 SF0338  NAD 83(1992)-  47 19 42.54531(N)    068 22 43.04319(W) AD(       ) 2
 SF0338  NAD 83(1986)-  47 19 42.55116(N)    068 22 43.03548(W) AD(       ) 2
 SF0338  NAD 27      -  47 19 42.41353(N)    068 22 44.87605(W) AD(       ) 2
 SF0338  NGVD 29 (07/19/86)  182.9    (m)          600.     (f) VERT ANG       
 SF0338
 SF0338.Superseded values are not recommended for survey control.
 SF0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0338.See file dsdata.txt to determine how the superseded data were derived.
 SF0338
 SF0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN4695041856(NAD 83)
 SF0338_MARKER: Z = SEE DESCRIPTION
 SF0338_SETTING: 0 = UNSPECIFIED SETTING
 SF0338
 SF0338  HISTORY     - Date     Condition        Report By
 SF0338  HISTORY     - 1975     MONUMENTED       IBC
 SF0338
 SF0338                          STATION DESCRIPTION
 SF0338
 SF0338'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1975 (CRM)
 SF0338'THE REFERENCE MONUMENT IS LOCATED ABOUT 3 MILES SOUTHWEST OF
 SF0338'MADAWASKA, MAINE, 3 MILES NORTH OF FRENCHVILLE, MAINE, ON A BLUFF
 SF0338'IN THE NORTH CORNER OF A PASTURE, NEAR A SMALL, RADIO ANTENNA
 SF0338'TOWER, AND ON PROPERTY OWNED BY MR. N. J. NADEAU.
 SF0338'
 SF0338'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE HIGHWAY
 SF0338'162 IN FRENCHVILLE, GO NORTHEAST AND NORTH ON U.S. HIGHWAY 1 FOR 3.5
 SF0338'MILES TO THE NADEAU RESIDENCE ON THE LEFT AND A LARGE BARN ON THE
 SF0338'RIGHT.  TURN RIGHT, PASS THROUGH A GATE INTO THE BARN LOT, AND
 SF0338'GO EAST ON A FIELD ROAD FOR 0.1 MILE TO THE TOP OF A
 SF0338'GRADE.  TURN LEFT AND GO NORTHWESTERLY, ACROSS PASTURE LAND,
 SF0338'FOR 0.2 MILE TO THE NORTH CORNER OF THE PASTURE, A SMALL SHED
 SF0338'AND RADIO ANTENNA TOWER, AND THE REFERENCE MONUMENT.
 SF0338'
 SF0338'THE REFERENCE MONUMENT, STAMPED S-64-75 1975, IS A BRONZE,
 SF0338'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL,
 SF0338'CONCRETE POST THAT IS 18 INCHES IN DIAMETER AND FLUSH WITH THE
 SF0338'GROUND.  IT IS 60 FEET NORTH OF THE RADIO ANTENNA TOWER AND
 SF0338'5.3 FEET SOUTH OF A STEEL, WITNESS POST WITH METAL SIGN ATTACHED.
 SF0338'
 SF0338'REFERENCE MARK 1, STAMPED S-64-75 1 1975, IS A BRONZE,
 SF0338'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0338'POST THAT IS 12 INCHES IN DIAMETER AND FLUSH WITH THE
 SF0338'GROUND.  IT IS 36.1 FEET SOUTHWEST OF THE WITNESS POST AND 33
 SF0338'FEET NORTH-NORTHWEST OF THE RADIO ANTENNA TOWER.
 SF0338'
 SF0338'REFERENCE MARK 2, STAMPED S-64-75 2 1975, IS A BRONZE,
 SF0338'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0338'POST THAT IS 12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT
 SF0338'IS 63 FEET NORTHWEST OF THE RADIO ANTENNA TOWER AND 41.4 FEET
 SF0338'WEST OF THE WITNESS POST.
 SF0338'
 SF0338'NOTE--THE REFERENCE MARKS WERE LOCATED WITH SUCH CHECKS AND
 SF0338'ACCURACY THAT THEY MAY BE USED IN LIEU OF LOST REFERENCE
 SF0338'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0337 ***********************************************************************
 SF0337  DESIGNATION -  REFERENCE MON S 65
 SF0337  PID         -  SF0337
 SF0337  STATE/COUNTY-  ME/AROOSTOOK
 SF0337  USGS QUAD   -  FRENCHVILLE (1986)
 SF0337
 SF0337                         *CURRENT SURVEY CONTROL
 SF0337  ___________________________________________________________________
 SF0337* NAD 83(1996)-  47 19 27.31730(N)    068 22 40.44232(W)     ADJUSTED  
 SF0337* NAVD 88     -       185.4    (meters)     608.     (feet)  VERTCON   
 SF0337  ___________________________________________________________________
 SF0337  LAPLACE CORR-           5.84  (seconds)                    DEFLEC99
 SF0337  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 SF0337
 SF0337  HORZ ORDER  -  SECOND
 SF0337
 SF0337.The horizontal coordinates were established by classical geodetic methods
 SF0337.and adjusted by the National Geodetic Survey in March 1998..
 SF0337
 SF0337.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0337.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0337
 SF0337.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0337
 SF0337.The geoid height was determined by GEOID03.
 SF0337
 SF0337;                    North         East     Units Scale Factor Converg.
 SF0337;SPC ME E     -   406,476.252   309,229.133   MT  0.99990105   +0 05 23.2
 SF0337;UTM  19      - 5,241,386.024   547,008.493   MT  0.99962716   +0 27 26.6
 SF0337
 SF0337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0337!SPC ME E     -   0.99997470  x   0.99990105  =   0.99987576
 SF0337!UTM  19      -   0.99997470  x   0.99962716  =   0.99960187
 SF0337
 SF0337|---------------------------------------------------------------------|
 SF0337| PID    Reference Object                     Distance      Geod. Az  |
 SF0337|                                                           dddmmss.s |
 SF0337| SF0336 S65 IBC 1975 RM 1 1975               11.237 METERS 13630     |
 SF0337| SF0334 C63 IBC 1975 RM 1 1975              APPROX. 1.0 KM 2581727.1 |
 SF0337| DA6248 REFERENCE MON S 65 RM 2               9.230 METERS 30858     |
 SF0337|---------------------------------------------------------------------|
 SF0337
 SF0337                          SUPERSEDED SURVEY CONTROL
 SF0337
 SF0337  NAD 83(1992)-  47 19 27.31267(N)    068 22 40.43897(W) AD(       ) 2
 SF0337  NAD 83(1986)-  47 19 27.31849(N)    068 22 40.43136(W) AD(       ) 2
 SF0337  NAD 27      -  47 19 27.18098(N)    068 22 42.27288(W) AD(       ) 2
 SF0337  NGVD 29 (07/19/86)  185.5    (m)          609.     (f) VERT ANG       
 SF0337
 SF0337.Superseded values are not recommended for survey control.
 SF0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0337.See file dsdata.txt to determine how the superseded data were derived.
 SF0337
 SF0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN4700841386(NAD 83)
 SF0337_MARKER: Z = SEE DESCRIPTION
 SF0337_SETTING: 0 = UNSPECIFIED SETTING
 SF0337
 SF0337  HISTORY     - Date     Condition        Report By
 SF0337  HISTORY     - 1975     MONUMENTED       IBC
 SF0337  HISTORY     - 1976     SEE DESCRIPTION  NGS
 SF0337
 SF0337                          STATION DESCRIPTION
 SF0337
 SF0337'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1975 (CRM)
 SF0337'THE REFERENCE MONUMENT IS LOCATED ABOUT 3-1/4 MILES SOUTHWEST
 SF0337'OF MADAWASKA, MAINE, 3 MILES NORTH OF FRENCHVILLE, MAINE,
 SF0337'AT THE SOUTHWEST EDGE OF A FIELD, AND ON PROPERTY OWNED BY
 SF0337'MR. N. J. NADEAU.
 SF0337'
 SF0337'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE
 SF0337'HIGHWAY 162 IN FRENCHVILLE, GO NORTHEAST AND NORTH ON U.S. HIGHWAY
 SF0337'1 FOR 3.5 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 SF0337'SOUTHEAST ON A GRAVELED ROAD FOR 0.2 MILE TO THE REFERENCE
 SF0337'MONUMENT ON THE LEFT, NORTHEAST, SIDE OF THE ROAD.
 SF0337'
 SF0337'THE REFERENCE MONUMENT, STAMPED S-65-75 1975, IS A BRONZE,
 SF0337'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL,
 SF0337'CONCRETE POST THAT IS 18 INCHES IN DIAMETER AND FLUSH WITH
 SF0337'THE GROUND.  IT IS 24 FEET NORTHEAST OF THE CENTERLINE OF THE
 SF0337'ROAD AND 7.0 FEET NORTHWEST OF A STEEL, WITNESS POST WITH
 SF0337'METAL SIGN ATTACHED.
 SF0337'
 SF0337'REFERENCE MARK 1, STAMPED S-65-75 1 1975, IS A BRONZE,
 SF0337'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0337'POST THAT IS 12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT
 SF0337'IS 29.3 FEET SOUTHEAST OF THE WITNESS POST AND 23 FEET
 SF0337'NORTHEAST OF THE CENTERLINE OF THE ROAD.
 SF0337'
 SF0337'REFERENCE MARK 2, STAMPED S-65-75 2 1975, IS A BRONZE,
 SF0337'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0337'POST THAT IS 12 INCHES IN DIAMETER AND FLUSH WITH THE
 SF0337'GROUND.  IT IS 37.3 FEET NORTHWEST OF THE WITNESS POST AND
 SF0337'22 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD.
 SF0337
 SF0337                          STATION RECOVERY (1976)
 SF0337
 SF0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CRM)
 SF0337'THE MONUMENT WAS RECOVERED IN GOOD CONDITION.  THE 1975
 SF0337'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0346 ***********************************************************************
 SF0346  DESIGNATION -  REFERENCE MON S 66
 SF0346  PID         -  SF0346
 SF0346  STATE/COUNTY-  ME/AROOSTOOK
 SF0346  USGS QUAD   -  FRENCHVILLE (1986)
 SF0346
 SF0346                         *CURRENT SURVEY CONTROL
 SF0346  ___________________________________________________________________
 SF0346* NAD 83(1996)-  47 18 34.27656(N)    068 22 38.74816(W)     ADJUSTED  
 SF0346* NAVD 88     -       185.1    (meters)     607.     (feet)  VERTCON   
 SF0346  ___________________________________________________________________
 SF0346  LAPLACE CORR-           6.26  (seconds)                    DEFLEC99
 SF0346  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 SF0346
 SF0346  HORZ ORDER  -  SECOND
 SF0346
 SF0346.The horizontal coordinates were established by classical geodetic methods
 SF0346.and adjusted by the National Geodetic Survey in March 1998..
 SF0346
 SF0346.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0346.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0346
 SF0346.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0346
 SF0346.The geoid height was determined by GEOID03.
 SF0346
 SF0346;                    North         East     Units Scale Factor Converg.
 SF0346;SPC ME E     -   404,838.441   309,267.280   MT  0.99990106   +0 05 24.3
 SF0346;UTM  19      - 5,239,748.939   547,057.133   MT  0.99962721   +0 27 27.4
 SF0346
 SF0346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0346!SPC ME E     -   0.99997475  x   0.99990106  =   0.99987581
 SF0346!UTM  19      -   0.99997475  x   0.99962721  =   0.99960197
 SF0346
 SF0346|---------------------------------------------------------------------|
 SF0346| PID    Reference Object                     Distance      Geod. Az  |
 SF0346|                                                           dddmmss.s |
 SF0346| DA6249 REFERENCE MON S 66 RM 1               9.399 METERS 00402     |
 SF0346| SF0262 MADAWASKA CAB TV MAST IBC 1973      APPROX. 3.2 KM 0445050.0 |
 SF0346| DA6250 REFERENCE MON S 66 RM 2               9.780 METERS 19159     |
 SF0346| SF0347 REFERENCE MON S 67                  207.145 METERS 19444     |
 SF0346|---------------------------------------------------------------------|
 SF0346
 SF0346                          SUPERSEDED SURVEY CONTROL
 SF0346
 SF0346  NAD 83(1992)-  47 18 34.27201(N)    068 22 38.74480(W) AD(       ) 2
 SF0346  NAD 83(1986)-  47 18 34.27781(N)    068 22 38.73758(W) AD(       ) 2
 SF0346  NAD 27      -  47 18 34.13928(N)    068 22 40.58192(W) AD(       ) 2
 SF0346  NGVD 29 (07/19/86)  185.2    (m)          608.     (f) VERT ANG       
 SF0346
 SF0346.Superseded values are not recommended for survey control.
 SF0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0346.See file dsdata.txt to determine how the superseded data were derived.
 SF0346
 SF0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN4705739749(NAD 83)
 SF0346_MARKER: Z = SEE DESCRIPTION
 SF0346_SETTING: 0 = UNSPECIFIED SETTING
 SF0346
 SF0346  HISTORY     - Date     Condition        Report By
 SF0346  HISTORY     - 1976     MONUMENTED       IBC
 SF0346
 SF0346                          STATION DESCRIPTION
 SF0346
 SF0346'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1976 (CRM)
 SF0346'THE MONUMENT IS LOCATED ABOUT 2 MILES NORTH OF FRENCHVILLE, MAINE
 SF0346'AND ON HIGHWAY RIGHT-OF-WAY.
 SF0346'
 SF0346'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE HIGHWAY
 SF0346'162 IN FRENCHVILLE, GO NORTH ON U.S. HIGHWAY 1 FOR 2.2 MILES TO
 SF0346'A SIDE ROAD RIGHT.  CONTINUE AHEAD, NORTH, ON U.S. HIGHWAY 1 FOR
 SF0346'0.1 MILE TO THE MONUMENT ON THE RIGHT, EAST, SIDE OF THE HIGHWAY.
 SF0346'
 SF0346'THE REFEERENCE MONUMENT, STAMPED S-66-76 1976, IS A BRONZE,
 SF0346'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0346'POST THAT IS 18 INCHES IN DIAMETER, FLUSH WITH THE GROUND, AND
 SF0346'AT ABOUT THE SAME ELEVATION AS THE HIGHWAY.  IT IS 9.0 METERS
 SF0346'EAST OF THE CENTERLINE OF THE HIGHWAY, 4.7 METERS SOUTH OF A
 SF0346'POWER POLE, AND 3.77 METERS SOUTH OF A STEEL WITNESS POST WITH
 SF0346'METAL SIGN ATTACHED.
 SF0346'
 SF0346'REFERENCE MARK 1, STAMPED S-66-76 1 1976, IS A BRONZE, REFERENCE
 SF0346'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0346'12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 8.2 METERS
 SF0346'EAST OF THE CENTERLINE OF THE HIGHWAY, 5.62 METERS NORTH OF THE
 SF0346'WITNESS POST, 4.5 METERS NORTH OF A POWERPOLE, AND 0.09 METER
 SF0346'HIGHER THAN THE REFERENCE MONUMENT.
 SF0346'
 SF0346'REFERENCE MARK 2, STAMPED S-66-76 2 1976, IS A BRONZE, REFERENCE
 SF0346'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0346'12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 13.55
 SF0346'METERS SOUTH OF THE WITNESS POST, 8.4 METERS EAST OF THE
 SF0346'CENTERLINE OF THE HIGHWAY, AND 0.34 METER LOWER THAN THE
 SF0346'REFERENCE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0347 ***********************************************************************
 SF0347  DESIGNATION -  REFERENCE MON S 67
 SF0347  PID         -  SF0347
 SF0347  STATE/COUNTY-  ME/AROOSTOOK
 SF0347  USGS QUAD   -  FRENCHVILLE (1986)
 SF0347
 SF0347                         *CURRENT SURVEY CONTROL
 SF0347  ___________________________________________________________________
 SF0347* NAD 83(1996)-  47 18 27.78962(N)    068 22 41.25655(W)     ADJUSTED  
 SF0347* NAVD 88     -       180.5    (meters)     592.     (feet)  VERTCON   
 SF0347  ___________________________________________________________________
 SF0347  LAPLACE CORR-           6.31  (seconds)                    DEFLEC99
 SF0347  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 SF0347
 SF0347  HORZ ORDER  -  SECOND
 SF0347
 SF0347.The horizontal coordinates were established by classical geodetic methods
 SF0347.and adjusted by the National Geodetic Survey in March 1998..
 SF0347
 SF0347.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0347.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0347
 SF0347.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0347
 SF0347.The geoid height was determined by GEOID03.
 SF0347
 SF0347;                    North         East     Units Scale Factor Converg.
 SF0347;SPC ME E     -   404,638.046   309,214.912   MT  0.99990104   +0 05 22.5
 SF0347;UTM  19      - 5,239,548.267   547,006.065   MT  0.99962715   +0 27 25.5
 SF0347
 SF0347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0347!SPC ME E     -   0.99997547  x   0.99990104  =   0.99987652
 SF0347!UTM  19      -   0.99997547  x   0.99962715  =   0.99960263
 SF0347
 SF0347|---------------------------------------------------------------------|
 SF0347| PID    Reference Object                     Distance      Geod. Az  |
 SF0347|                                                           dddmmss.s |
 SF0347| DA6251 REFERENCE MON S 67 RM 1               9.289 METERS 00937     |
 SF0347| SF0346 REFERENCE MON S 66                  207.145 METERS 01444     |
 SF0347| DA6252 REFERENCE MON S 67 RM 2              17.933 METERS 19324     |
 SF0347| SF0349 REFERENCE MON C 65A                 APPROX. 1.0 KM 2510007.4 |
 SF0347|---------------------------------------------------------------------|
 SF0347
 SF0347                          SUPERSEDED SURVEY CONTROL
 SF0347
 SF0347  NAD 83(1992)-  47 18 27.78511(N)    068 22 41.25318(W) AD(       ) 2
 SF0347  NAD 83(1986)-  47 18 27.79093(N)    068 22 41.24600(W) AD(       ) 2
 SF0347  NAD 27      -  47 18 27.65232(N)    068 22 43.09054(W) AD(       ) 2
 SF0347  NGVD 29 (07/19/86)  180.6    (m)          593.     (f) VERT ANG       
 SF0347
 SF0347.Superseded values are not recommended for survey control.
 SF0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0347.See file dsdata.txt to determine how the superseded data were derived.
 SF0347
 SF0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN4700639548(NAD 83)
 SF0347_MARKER: Z = SEE DESCRIPTION
 SF0347_SETTING: 0 = UNSPECIFIED SETTING
 SF0347
 SF0347  HISTORY     - Date     Condition        Report By
 SF0347  HISTORY     - 1976     MONUMENTED       IBC
 SF0347
 SF0347                          STATION DESCRIPTION
 SF0347
 SF0347'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1976 (CRM)
 SF0347'THE MONUMENT IS LOCATED ABOUT 1-3/4 MILES NORTH OF FRENCHVILLE,
 SF0347'MAINE AND ON HIGHWAY RIGHT-OF WAY.
 SF0347'
 SF0347'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE
 SF0347'HIGHWAY 162 IN FRENCHVILLE, GO NORTH ON U.S. HIGHWAY 1 FOR
 SF0347'2.2 MILES TO THE MONUMENT ON THE LEFT, WEST, SIDE OF THE
 SF0347'HIGHWAY.  THIS IS ABOUT 114 METERS BEFORE REACHING A SIDE
 SF0347'ROAD RIGHT.
 SF0347'
 SF0347'THE REFERENCE MONUMENT, STAMPED S-67-76 1976, IS A BRONZE,
 SF0347'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL,
 SF0347'CONCRETE POST THAT IS 18 INCHES IN DIAMETER, FLUSH WITH THE
 SF0347'GROUND, AND ABOUT 3 FEET LOWER THAN THE HIGHWAY.  IT IS 10.4
 SF0347'METERS NORTH-NORTHEAST OF A CONCRETE MANHOLE COVER THAT IS
 SF0347'3 FEET IN DIAMETER, 8.6 METERS WEST OF THE CENTERLINE OF THE
 SF0347'HIGHWAY, AND 1.80 METERS SOUTHWEST OF A STEEL WITNESS POST
 SF0347'WITH METAL SIGN ATTACHED.
 SF0347'
 SF0347'REFERENCE MARK 1, STAMPED S-67-76 1 1976, IS A BRONZE,
 SF0347'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0347'POST THAT IS 12 INCHES IN DIAMETER AND 3 INCHES BELOW THE
 SF0347'SURFACE.  IT IS 8.9 METERS WEST OF THE CENTERLINE OF THE HIGHWAY,
 SF0347'7.60 METERS NORTH-NORTHWEST OF THE WITNESS POST, AND 0.79 METER
 SF0347'HIGHER THAN THE REFERENCE MONUMENT.
 SF0347'
 SF0347'REFERENCE MARK 2, STAMPED S-67-76 2 1976, IS A BRONZE,
 SF0347'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0347'POST THAT IS 12 INCHES IN DIAMETER AND 2 INCHES BELOW THE
 SF0347'SURFACE.  IT IS 19.70 METERS SOUTH OF THE WITNESS POST, 9.1
 SF0347'METERS WEST OF THE CENTERLINE OF THE HIGHWAY, 7.8 METERS
 SF0347'SOUTH-SOUTHEAST OF THE MANHOLE COVER, 2.0 METERS NORTHEAST
 SF0347'OF TELEPHONE POLE NO. 425/125, AND 0.10 METER HIGHER THAN
 SF0347'THE REFERENCE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0261 ***********************************************************************
 SF0261  DESIGNATION -  REFERENCE MON S 68
 SF0261  PID         -  SF0261
 SF0261  STATE/COUNTY-  ME/AROOSTOOK
 SF0261  USGS QUAD   -  MADAWASKA (1986)
 SF0261
 SF0261                         *CURRENT SURVEY CONTROL
 SF0261  ___________________________________________________________________
 SF0261* NAD 83(1996)-  47 17 55.98350(N)    068 21 49.14818(W)     ADJUSTED  
 SF0261* NAVD 88     -       283.2    (meters)     929.     (feet)  VERTCON   
 SF0261  ___________________________________________________________________
 SF0261  LAPLACE CORR-           6.86  (seconds)                    DEFLEC99
 SF0261  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 SF0261
 SF0261  HORZ ORDER  -  SECOND
 SF0261
 SF0261.The horizontal coordinates were established by classical geodetic methods
 SF0261.and adjusted by the National Geodetic Survey in March 1998..
 SF0261
 SF0261.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0261.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0261
 SF0261.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0261
 SF0261.The geoid height was determined by GEOID03.
 SF0261
 SF0261;                    North         East     Units Scale Factor Converg.
 SF0261;SPC ME E     -   403,657.707   310,311.060   MT  0.99990131   +0 06 00.7
 SF0261;UTM  19      - 5,238,575.245   548,108.176   MT  0.99962844   +0 28 03.6
 SF0261
 SF0261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0261!SPC ME E     -   0.99995937  x   0.99990131  =   0.99986068
 SF0261!UTM  19      -   0.99995937  x   0.99962844  =   0.99958783
 SF0261
 SF0261|---------------------------------------------------------------------|
 SF0261| PID    Reference Object                     Distance      Geod. Az  |
 SF0261|                                                           dddmmss.s |
 SF0261| DA6253 REFERENCE MON S 68 RM 1               8.585 METERS 08824     |
 SF0261| DA6254 REFERENCE MON S 68 RM 2               8.002 METERS 24838     |
 SF0261| SF0330 REFERENCE MON C 66A                 APPROX. 2.4 KM 2594330.4 |
 SF0261|---------------------------------------------------------------------|
 SF0261
 SF0261                          SUPERSEDED SURVEY CONTROL
 SF0261
 SF0261  NAD 83(1992)-  47 17 55.97901(N)    068 21 49.14490(W) AD(       ) 2
 SF0261  NAD 83(1986)-  47 17 55.98467(N)    068 21 49.13804(W) AD(       ) 2
 SF0261  NAD 27      -  47 17 55.84543(N)    068 21 50.98502(W) AD(       ) 2
 SF0261  NGVD 29 (07/19/86)  283.3    (m)          929.     (f) VERT ANG       
 SF0261
 SF0261.Superseded values are not recommended for survey control.
 SF0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0261.See file dsdata.txt to determine how the superseded data were derived.
 SF0261
 SF0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN4810838575(NAD 83)
 SF0261_MARKER: Z = SEE DESCRIPTION
 SF0261_SETTING: 0 = UNSPECIFIED SETTING
 SF0261
 SF0261  HISTORY     - Date     Condition        Report By
 SF0261  HISTORY     - 1975     MONUMENTED       IBC
 SF0261  HISTORY     - 1976     SEE DESCRIPTION  NGS
 SF0261
 SF0261                          STATION DESCRIPTION
 SF0261
 SF0261'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1975 (CRM)
 SF0261'THE REFERENCE MONUMENT IS LOCATED ABOUT 1-1/2 MILES
 SF0261'NORTH-NORTHEAST OF FRENCHVILLE, MAINE, AT THE SOUTH EDGE OF
 SF0261'A BRUSHY FIELD, AND ON THE WEST SLOPE OF A HIGH RIDGE.  THE
 SF0261'PROPERTY IS OWNED BY MR. FRED ROSSIGNOL.
 SF0261'
 SF0261'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE HIGHWAY
 SF0261'162 IN FRENCHVILLE, GO NORTHEAST AND NORTH ON U.S. HIGHWAY
 SF0261'1 FOR 1.6 MILES TO A TRACK ROAD ON THE RIGHT THAT IS ON THE
 SF0261'NORTH SIDE OF A GARAGE.  TURN RIGHT AND GO EASTERLY ON THE
 SF0261'TRACK ROAD, UPGRADE, FOR 0.9 MILE TO THE CREST OF A RIDGE.  BEAR
 SF0261'RIGHT AND GO SOUTH, ACROSS COUNTRY, FOR 0.1 MILE TO THE WOODS
 SF0261'LINE AT THE SOUTH EDGE OF THE FIELD.  TURN RIGHT AND GO
 SF0261'WESTERLY ALONG THE WOODS LINE, DOWNGRADE, FOR 0.2 MILE TO
 SF0261'THE REFERENCE MONUMENT.
 SF0261'
 SF0261'THE REFERENCE MONUMENT, STAMPED S-68-75 1975, IS A BRONZE,
 SF0261'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL,
 SF0261'CONCRETE POST THAT IS 18 INCHES IN DIAMETER AND PROJECTS 3
 SF0261'INCHES.  IT IS 9.2 FEET WEST OF A STEEL, WITNESS POST WITH
 SF0261'METAL SIGN ATTACHED AND 7 FEET NORTH OF A WIRE FENCE.
 SF0261'
 SF0261'REFERENCE MARK 1, STAMPED S-68-75 1 1975, IS A BRONZE,
 SF0261'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0261'POST THAT IS 12 INCHES IN DIAMETER, PROJECTS 2 INCHES, AND IS
 SF0261'ABOUT 2 FEET HIGHER THAN THE REFERENCE MONUMENT.  IT IS 19.6
 SF0261'FEET EAST OF THE WITNESS POST AND 4 FEET NORTH OF THE WIRE
 SF0261'FENCE.
 SF0261'
 SF0261'REFERENCE MARK 2, STAMPED S-68-75 2 1975, IS A BRONZE,
 SF0261'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0261'POST THAT IS 12 INCHES IN DIAMETER, PROJECTS 3 INCHES, AND IS
 SF0261'ABOUT 2 FEET LOWER THAN THE REFERENCE MONUMENT.  IT IS 35.4 FEET
 SF0261'WEST-SOUTHWEST OF THE WITNESS POST AND 3 FEET NORTH OF THE
 SF0261'WIRE FENCE.
 SF0261
 SF0261                          STATION RECOVERY (1976)
 SF0261
 SF0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CRM)
 SF0261'THE MONUMENT AND REFERENCE MARKS WERE RECOVERED IN GOOD
 SF0261'CONDITION.  THE 1975 DESCRIPTION IS ADEQUATE.
 SF0261'
 SF0261'NOTE--REFERENCE MARK 1 IS 0.71 METER HIGHER THAN THE REFERENCE
 SF0261'MONUMENT AND REFERENCE MARK 2 IS 0.70 METER LOWER THAN THE
 SF0261'REFERENCE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0316 ***********************************************************************
 SF0316  DESIGNATION -  REFERENCE MON S 69A
 SF0316  PID         -  SF0316
 SF0316  STATE/COUNTY-  ME/AROOSTOOK
 SF0316  USGS QUAD   -  MADAWASKA (1986)
 SF0316
 SF0316                         *CURRENT SURVEY CONTROL
 SF0316  ___________________________________________________________________
 SF0316* NAD 83(1996)-  47 16 57.09620(N)    068 22 27.61870(W)     ADJUSTED  
 SF0316* NAVD 88     -       179.3    (meters)     588.     (feet)  VERTCON   
 SF0316  ___________________________________________________________________
 SF0316  LAPLACE CORR-           6.13  (seconds)                    DEFLEC99
 SF0316  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 SF0316
 SF0316  HORZ ORDER  -  SECOND
 SF0316
 SF0316.The horizontal coordinates were established by classical geodetic methods
 SF0316.and adjusted by the National Geodetic Survey in March 1998..
 SF0316
 SF0316.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0316
 SF0316.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0316
 SF0316.The geoid height was determined by GEOID03.
 SF0316
 SF0316;                    North         East     Units Scale Factor Converg.
 SF0316;SPC ME E     -   401,837.952   309,505.861   MT  0.99990111   +0 05 32.4
 SF0316;UTM  19      - 5,236,750.863   547,314.880   MT  0.99962751   +0 27 34.9
 SF0316
 SF0316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0316!SPC ME E     -   0.99997566  x   0.99990111  =   0.99987677
 SF0316!UTM  19      -   0.99997566  x   0.99962751  =   0.99960318
 SF0316
 SF0316|---------------------------------------------------------------------|
 SF0316| PID    Reference Object                     Distance      Geod. Az  |
 SF0316|                                                           dddmmss.s |
 SF0316| DA6255 REFERENCE MON S 69A RM 1             15.447 METERS 05825     |
 SF0316| SF0315 REF MON S69 IBC                      12.791 METERS 14215     |
 SF0316| SF0327 ST HILAIRE CATH CH DOME             APPROX. 2.1 KM 2944757.1 |
 SF0316| SF0348 REFERENCE MON 139                   442.317 METERS 3115120.1 |
 SF0316|---------------------------------------------------------------------|
 SF0316
 SF0316                          SUPERSEDED SURVEY CONTROL
 SF0316
 SF0316  NAD 83(1992)-  47 16 57.09175(N)    068 22 27.61527(W) AD(       ) 2
 SF0316  NAD 83(1986)-  47 16 57.09754(N)    068 22 27.60891(W) AD(       ) 2
 SF0316  NAD 27      -  47 16 56.95859(N)    068 22 29.45606(W) AD(       ) 2
 SF0316  NGVD 29 (07/19/86)  179.4    (m)          589.     (f) VERT ANG       
 SF0316
 SF0316.Superseded values are not recommended for survey control.
 SF0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0316.See file dsdata.txt to determine how the superseded data were derived.
 SF0316
 SF0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN4731536751(NAD 83)
 SF0316_MARKER: Z = SEE DESCRIPTION
 SF0316_SETTING: 0 = UNSPECIFIED SETTING
 SF0316
 SF0316  HISTORY     - Date     Condition        Report By
 SF0316  HISTORY     - 1976     MONUMENTED       IBC
 SF0316
 SF0316                          STATION DESCRIPTION
 SF0316
 SF0316'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1976 (CRM)
 SF0316'THE MONUMENT IS LOCATED ABOUT 1/2 MILE NORTHEAST OF
 SF0316'FRENCHVILLE, MAINE, ON THE EAST SIDE OF A PASTURE, JUST WEST
 SF0316'OF A WOODED AREA, AND ON PROPERTY OWNED BY MR. GERARD RAYMOND.
 SF0316'
 SF0316'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE HIGHWAY
 SF0316'162 IN FRENCHVILLE, GO SOUTHEAST ON STATE HIGHWAY 162 FOR 0.25
 SF0316'MILE TO A GATE ON THE LEFT.  THIS IS OPPOSITE A TWO-STORY
 SF0316'HOUSE THAT IS SURROUNDED BY LARGE SPRUCE TREES.  TURN LEFT,
 SF0316'PASS THROUGH THE GATE, AND GO NORTHERLY, ACROSS A PASTURE,
 SF0316'FOR 0.3 MILE TO THE MONUMENT.  THIS IS ABOUT 500 FEET SOUTHEAST
 SF0316'OF AND 100 FEET HIGHER THAN U.S. HIGHWAY 1.
 SF0316'
 SF0316'THE REFERENCE MONUMENT, STAMPED S-69A-76 1976, IS A BRONZE,
 SF0316'REFERENCE MONUMENT DISK CEMENTED IN A DRILL HOLE IN A ROCK
 SF0316'OUTCROP THAT PROJECTS 6 INCHES.  IT IS 8.4 FEET SOUTH OF A
 SF0316'STEEL WITNESS POST WITH METAL SIGN ATTACHED.
 SF0316'
 SF0316'REFERENCE MONUMENT S-69 IS A 10-INCH SQUARE, CONCRETE BLOCK
 SF0316'THAT PROJECTS 6 INCHES ABOVE A 3-FOOT SQUARE, CONCRETE
 SF0316'BASE.  OVERALL IT PROJECTS 2 FEET.  U.S., NO 69, AND 1910 IS CAST
 SF0316'IN THE CONCRETE BASE.  IT IS 49.1 FEET SOUTHEAST OF THE
 SF0316'WITNESS POST AND 2.67 METERS HIGHER THAN REFERENCE MONUMENT
 SF0316'S-69A-76.
 SF0316'
 SF0316'REFERENCE MARK 1, STAMPED S-69A-76 1 1976, IS A BRONZE,
 SF0316'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN A BOULDER
 SF0316'THAT PROJECTS 4 INCHES.  IT IS 46.5 FEET EAST-NORTHEAST OF
 SF0316'THE WITNESS POST AND 0.78 METERS HIGHER THAN REFERENCE
 SF0316'MONUMENT S-69A-76.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0322 ***********************************************************************
 SF0322  DESIGNATION -  REFERENCE MON S 70
 SF0322  PID         -  SF0322
 SF0322  STATE/COUNTY-  ME/AROOSTOOK
 SF0322  USGS QUAD   -  FRENCHVILLE (1986)
 SF0322
 SF0322                         *CURRENT SURVEY CONTROL
 SF0322  ___________________________________________________________________
 SF0322* NAD 83(1996)-  47 16 25.02988(N)    068 23 54.95895(W)     ADJUSTED  
 SF0322* NAVD 88     -       229.5    (meters)     753.     (feet)  VERTCON   
 SF0322  ___________________________________________________________________
 SF0322  LAPLACE CORR-           5.29  (seconds)                    DEFLEC99
 SF0322  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 SF0322
 SF0322  HORZ ORDER  -  SECOND
 SF0322
 SF0322.The horizontal coordinates were established by classical geodetic methods
 SF0322.and adjusted by the National Geodetic Survey in March 1998..
 SF0322
 SF0322.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0322
 SF0322.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0322
 SF0322.The geoid height was determined by GEOID03.
 SF0322
 SF0322;                    North         East     Units Scale Factor Converg.
 SF0322;SPC ME E     -   400,845.098   307,671.873   MT  0.99990072   +0 04 28.2
 SF0322;UTM  19      - 5,235,746.547   545,487.797   MT  0.99962543   +0 26 30.5
 SF0322
 SF0322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0322!SPC ME E     -   0.99996780  x   0.99990072  =   0.99986852
 SF0322!UTM  19      -   0.99996780  x   0.99962543  =   0.99959324
 SF0322
 SF0322|---------------------------------------------------------------------|
 SF0322| PID    Reference Object                     Distance      Geod. Az  |
 SF0322|                                                           dddmmss.s |
 SF0322| DA6258 REFERENCE MON S 70 RM 1               9.278 METERS 10711     |
 SF0322| DA6259 REFERENCE MON S 70 RM 2               8.272 METERS 27839     |
 SF0322| SF0324 S72 IBC 1954                        APPROX. 2.2 KM 2872039.4 |
 SF0322| SF0382 BAKER BR CATH CH SP IBC 1976        APPROX. 9.3 KM 2880519.2 |
 SF0322| SF0327 ST HILAIRE CATH CH DOME             APPROX. 1.9 KM 3581829.3 |
 SF0322|---------------------------------------------------------------------|
 SF0322
 SF0322                          SUPERSEDED SURVEY CONTROL
 SF0322
 SF0322  NAD 83(1992)-  47 16 25.02550(N)    068 23 54.95549(W) AD(       ) 2
 SF0322  NAD 83(1986)-  47 16 25.03160(N)    068 23 54.94935(W) AD(       ) 2
 SF0322  NAD 27      -  47 16 24.89276(N)    068 23 56.79394(W) AD(       ) 2
 SF0322  NGVD 29 (07/19/86)  229.6    (m)          753.     (f) VERT ANG       
 SF0322
 SF0322.Superseded values are not recommended for survey control.
 SF0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0322.See file dsdata.txt to determine how the superseded data were derived.
 SF0322
 SF0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN4548835747(NAD 83)
 SF0322_MARKER: Z = SEE DESCRIPTION
 SF0322_SETTING: 0 = UNSPECIFIED SETTING
 SF0322
 SF0322  HISTORY     - Date     Condition        Report By
 SF0322  HISTORY     - 1975     MONUMENTED       IBC
 SF0322  HISTORY     - 1976     SEE DESCRIPTION  NGS
 SF0322
 SF0322                          STATION DESCRIPTION
 SF0322
 SF0322'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1975 (CRM)
 SF0322'THE REFERENCE MONUMENT IS LOCATED ABOUT 1-1/2 MILES
 SF0322'EAST-SOUTHEAST OF UPPER FRENCHVILLE, MAINE, 1 MILE SOUTHWEST
 SF0322'OF FRENCHVILLE, MAINE, AT THE WOODS LINE AT THE SOUTH EDGE OF
 SF0322'A FIELD, ON THE NORTH SLOPE OF A HIGH RIDGE, AND ON PROPERTY
 SF0322'OWNED BY MR. PICARD.
 SF0322'
 SF0322'TO REACH FROM THE ST. LUCE CATHOLIC CHURCH IN UPPER FRENCHVILLE,
 SF0322'GO EASTERLY ON U.S. HIGHWAY 1 FOR 1.5 MILES TO A SIDE ROAD
 SF0322'RIGHT.  TURN RIGHT AND GO SOUTHERLY ON A DIRT ROAD FOR 0.2 MILE
 SF0322'TO A POINT WHERE THE ROAD TURNS LEFT.  THIS IS JUST AFTER
 SF0322'PASSING THROUGH A GROVE OF POPLAR AND BIRCH TREES.  TURN LEFT
 SF0322'AND GO EAST, SOUTHEAST, SOUTHWEST, AND SOUTH ON THE
 SF0322'DIRT ROAD, THROUGH FIELDS AND UPGRADE, FOR ABOUT 1/2 MILE TO
 SF0322'THE BEGINNING OF A WOODED AREA ON THE RIGHT AND THE REFERENCE
 SF0322'MONUMENT ON THE RIGHT, WEST, SIDE OF THE ROAD.
 SF0322'
 SF0322'THE REFERENCE MONUMENT, STAMPED S-70-75 1975, IS A BRONZE,
 SF0322'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL,
 SF0322'CONCRETE POST THAT IS 18 INCHES IN DIAMETER AND FLUSH WITH THE
 SF0322'GROUND.  IT IS 61 FEET WEST OF THE CENTERLINE OF THE ROAD AND
 SF0322'4.2 FEET NORTHEAST OF A STEEL, WITNESS POST WITH METAL
 SF0322'SIGN ATTACHED.
 SF0322'
 SF0322'REFERENCE MARK 1, STAMPED S-70-75 1 1975, IS A BRONZE,
 SF0322'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0322'POST THAT IS 12 INCHES IN DIAMETER, FLUSH WITH THE GROUND, AND
 SF0322'ABOUT 3 FEET HIGHER THAN THE REFERENCE MONUMENT.  IT IS 33.2
 SF0322'FEET EAST OF THE WITNESS POST AND 32 FEET WEST OF THE CENTERLINE
 SF0322'OF THE ROAD.
 SF0322'
 SF0322'REFERENCE MARK 2, STAMPED S-70-75 2 1975, IS A BRONZE,
 SF0322'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0322'POST THAT IS 12 INCHES IN DIAMETER, FLUSH WITH THE GROUND,
 SF0322'AND ABOUT 2 FEET LOWER THAN THE REFERENCE MONUMENT.  IT IS 88
 SF0322'FEET WEST OF THE CENTERLINE OF THE ROAD AND 24.1 FEET WEST OF
 SF0322'THE WITNESS POST.
 SF0322
 SF0322                          STATION RECOVERY (1976)
 SF0322
 SF0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CRM)
 SF0322'THE MONUMENT AND REFERENCE MARKS WERE RECOVERED IN GOOD
 SF0322'CONDITION.  THE 1975 DESCRIPTION IS ADEQUATE.
 SF0322'
 SF0322'REFERENCE MARK 1 IS 1.39 METERS HIGHER THAN THE REFERENCE
 SF0322'MONUMENT AND REFERENCE MARK 2 IS 0.98 METER LOWER THAN THE
 SF0322'REFERENCE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0355 ***********************************************************************
 SF0355  DESIGNATION -  REFERENCE MON S 71A
 SF0355  PID         -  SF0355
 SF0355  STATE/COUNTY-  ME/AROOSTOOK
 SF0355  USGS QUAD   -  FRENCHVILLE (1986)
 SF0355
 SF0355                         *CURRENT SURVEY CONTROL
 SF0355  ___________________________________________________________________
 SF0355* NAD 83(1996)-  47 16 54.00685(N)    068 24 28.98503(W)     ADJUSTED  
 SF0355* NAVD 88     -       170.9    (meters)     561.     (feet)  VERTCON   
 SF0355  ___________________________________________________________________
 SF0355  LAPLACE CORR-           5.31  (seconds)                    DEFLEC99
 SF0355  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 SF0355
 SF0355  HORZ ORDER  -  SECOND
 SF0355
 SF0355.The horizontal coordinates were established by classical geodetic methods
 SF0355.and adjusted by the National Geodetic Survey in March 1998..
 SF0355
 SF0355.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0355
 SF0355.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0355
 SF0355.The geoid height was determined by GEOID03.
 SF0355
 SF0355;                    North         East     Units Scale Factor Converg.
 SF0355;SPC ME E     -   401,738.997   306,955.710   MT  0.99990059   +0 04 03.2
 SF0355;UTM  19      - 5,236,635.591   544,766.117   MT  0.99962463   +0 26 05.7
 SF0355
 SF0355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0355!SPC ME E     -   0.99997699  x   0.99990059  =   0.99987758
 SF0355!UTM  19      -   0.99997699  x   0.99962463  =   0.99960162
 SF0355
 SF0355|---------------------------------------------------------------------|
 SF0355| PID    Reference Object                     Distance      Geod. Az  |
 SF0355|                                                           dddmmss.s |
 SF0355| SF0354 S71A IBC 1951 RM 1 1976              13.650 METERS 00816     |
 SF0355| DA6260 REFERENCE MON S 71A RM 2             11.460 METERS 10231     |
 SF0355| SF0322 REFERENCE MON S 70                  APPROX. 1.1 KM 1412201.1 |
 SF0355|---------------------------------------------------------------------|
 SF0355
 SF0355                          SUPERSEDED SURVEY CONTROL
 SF0355
 SF0355  NAD 83(1992)-  47 16 54.00242(N)    068 24 28.98152(W) AD(       ) 2
 SF0355  NAD 83(1986)-  47 16 54.00864(N)    068 24 28.97519(W) AD(       ) 2
 SF0355  NAD 27      -  47 16 53.86966(N)    068 24 30.81823(W) AD(       ) 2
 SF0355  NGVD 29 (07/19/86)  171.0    (m)          561.     (f) VERT ANG       
 SF0355
 SF0355.Superseded values are not recommended for survey control.
 SF0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0355.See file dsdata.txt to determine how the superseded data were derived.
 SF0355
 SF0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN4476636636(NAD 83)
 SF0355
 SF0355  HISTORY     - Date     Condition        Report By
 SF0355  HISTORY     - 1951     MONUMENTED       IBC
 SF0355  HISTORY     - 1976     SEE DESCRIPTION  NGS
 SF0355
 SF0355                          STATION DESCRIPTION
 SF0355
 SF0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CRM)
 SF0355'THE MONUMENT WAS RECOVERED IN GOOD CONDITION.  TWO REFERENCE
 SF0355'MARKS WERE ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 SF0355'
 SF0355'THE MONUMENT IS LOCATED ABOUT 3/4 MILE EAST-NORTHEAST OF UPPER
 SF0355'FRENCHVILLE, MAINE AND ON ROAD RIGHT-OF-WAY.
 SF0355'
 SF0355'TO REACH FROM THE ST. LUCE CATHOLIC CHURCH IN UPPER FRENCHVILLE,
 SF0355'GO EASTERLY ON U.S. HIGHWAY 1 FOR 1.0 MILE TO A SIDE ROAD
 SF0355'RIGHT.  TURN RIGHT AND GO SOUTH FOR 0.1 MILE TO THE MONUMENT ON
 SF0355'THE RIGHT, WEST, SIDE OF THE ROAD.
 SF0355'
 SF0355'THE REFERENCE MONUMENT IS A 10-INCH SQUARE, CONCRETE SPIKE,
 SF0355'PYRAMID SHAPED ON TOP, THAT PROJECTS 6 INCHES ABOVE A 2-FOOT
 SF0355'SQUARE, CONCRETE BASE.  THE BASE IS FLUSH WITH THE
 SF0355'GROUND.  S-71-1951 IS CAST IN THE CONCRETE BASE.  IT IS 20 FEET
 SF0355'WEST OF THE CENTERLINE OF THE ROAD AND 7.0 FEET NORTH OF A
 SF0355'STEEL WITNESS POST WITH METAL SIGN ATTACHED.
 SF0355'
 SF0355'REFERENCE MARK 1, STAMPED S-71A-51 1 1976, IS A BRONZE,
 SF0355'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0355'POST THAT IS 12 INCHES IN DIAMETER AND FLUSH WITH THE
 SF0355'GROUND.  IT IS 51.8 FEET NORTH OF THE WITNESS POST, 17 FEET
 SF0355'WEST OF THE CENTERLINE OF THE ROAD, AND 0.23 METER LOWER THAN
 SF0355'THE REFERENCE MONUMENT.
 SF0355'
 SF0355'REFERENCE MARK 2, STAMPED S-71A-51 2 1976, IS A BRONZE,
 SF0355'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0355'POST THAT IS 12 INCHES IN DIAMETER AND FLUSH WITH THE
 SF0355'GROUND.  IT IS 38.2 FEET EAST OF THE WITNESS POST AND 18 FEET
 SF0355'EAST OF THE CENTERLINE OF THE ROAD.
 SF0355'
 SF0355'NOTE--THE REFERENCE MARKS WERE LOCATED WITH SUCH CHECKS AND
 SF0355'ACCURACY THAT THEY MAY BE USED IN LIEU OF LOST REFERENCE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0323 ***********************************************************************
 SF0323  DESIGNATION -  REFERENCE MON S 72A
 SF0323  PID         -  SF0323
 SF0323  STATE/COUNTY-  ME/AROOSTOOK
 SF0323  USGS QUAD   -  FRENCHVILLE (1986)
 SF0323
 SF0323                         *CURRENT SURVEY CONTROL
 SF0323  ___________________________________________________________________
 SF0323* NAD 83(1996)-  47 16 31.49474(N)    068 25 32.64278(W)     ADJUSTED  
 SF0323* NAVD 88     -       194.0    (meters)     636.     (feet)  VERTCON   
 SF0323  ___________________________________________________________________
 SF0323  LAPLACE CORR-           5.07  (seconds)                    DEFLEC99
 SF0323  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 SF0323
 SF0323  HORZ ORDER  -  SECOND
 SF0323
 SF0323.The horizontal coordinates were established by classical geodetic methods
 SF0323.and adjusted by the National Geodetic Survey in March 1998..
 SF0323
 SF0323.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0323.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0323
 SF0323.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0323
 SF0323.The geoid height was determined by GEOID03.
 SF0323
 SF0323;                    North         East     Units Scale Factor Converg.
 SF0323;SPC ME E     -   401,042.416   305,618.714   MT  0.99990039   +0 03 16.4
 SF0323;UTM  19      - 5,235,930.647   543,433.983   MT  0.99962318   +0 25 18.8
 SF0323
 SF0323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0323!SPC ME E     -   0.99997337  x   0.99990039  =   0.99987376
 SF0323!UTM  19      -   0.99997337  x   0.99962318  =   0.99959656
 SF0323
 SF0323|---------------------------------------------------------------------|
 SF0323| PID    Reference Object                     Distance      Geod. Az  |
 SF0323|                                                           dddmmss.s |
 SF0323| DA6262 REFERENCE MON S 72A RM 2             12.125 METERS 00507     |
 SF0323| SF0327 ST HILAIRE CATH CH DOME             APPROX. 2.6 KM 0501212.3 |
 SF0323| DA6261 REFERENCE MON S 72A RM 1              9.761 METERS 17927     |
 SF0323| SF0324 S72 IBC 1954                        467.698 METERS 3513234.7 |
 SF0323|---------------------------------------------------------------------|
 SF0323
 SF0323                          SUPERSEDED SURVEY CONTROL
 SF0323
 SF0323  NAD 83(1992)-  47 16 31.49035(N)    068 25 32.63919(W) AD(       ) 2
 SF0323  NAD 83(1986)-  47 16 31.49684(N)    068 25 32.63303(W) AD(       ) 2
 SF0323  NAD 27      -  47 16 31.35641(N)    068 25 34.47446(W) AD(       ) 2
 SF0323  NGVD 29 (07/19/86)  194.1    (m)          637.     (f) VERT ANG       
 SF0323
 SF0323.Superseded values are not recommended for survey control.
 SF0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0323.See file dsdata.txt to determine how the superseded data were derived.
 SF0323
 SF0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN4343435931(NAD 83)
 SF0323_MARKER: Z = SEE DESCRIPTION
 SF0323_SETTING: 0 = UNSPECIFIED SETTING
 SF0323
 SF0323  HISTORY     - Date     Condition        Report By
 SF0323  HISTORY     - 1975     MONUMENTED       IBC
 SF0323  HISTORY     - 1976     SEE DESCRIPTION  NGS
 SF0323
 SF0323                          STATION DESCRIPTION
 SF0323
 SF0323'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1975 (CRM)
 SF0323'THE REFERENCE MONUMENT IS LOCATED ABOUT 1/4 MILE SOUTH OF UPPER
 SF0323'FRENCHVILLE, MAINE, ON A CUT BANK ABOUT 20 FEET HIGHER THAN
 SF0323'AND 30 FEET EAST OF A ROAD, AND ON PROPERTY OWNED BY MR. JIM
 SF0323'ROY.
 SF0323'
 SF0323'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 1 AND A PAVED ROAD
 SF0323'ON THE EAST SIDE OF THE ST. LUCE CATHOLIC CHURCH IN UPPER
 SF0323'FRENCHVILLE, GO SOUTH ON THE PAVED ROAD FOR 0.3 MILE TO THE
 SF0323'REFERENCE MONUMENT ON THE LEFT, EAST SIDE OF THE ROAD.  THIS
 SF0323'IS JUST BEFORE REACHING THE CREST OF A HILL.
 SF0323'
 SF0323'THE REFERENCE MONUMENT, STAMPED S-72A-75 1975, IS A BRONZE,
 SF0323'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL,
 SF0323'CONCRETE POST THAT IS 18 INCHES IN DIAMETER AND FLUSH WITH THE
 SF0323'GROUND.  IT IS 7.0 FEET SOUTHEAST OF A STEEL, WITNESS POST WITH
 SF0323'METAL SIGN ATTACHED AND 5 FEET EAST OF THE CUT BANK.
 SF0323'
 SF0323'REFERENCE MARK 1, STAMPED S-72A-75 1 1975, IS A BRONZE,
 SF0323'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0323'POST THAT IS 12 INCHES IN DIAMETER, FLUSH WITH THE GROUND, AND
 SF0323'ABOUT 3 FEET LOWER THAN THE REFERENCE MONUMENT.  IT IS 37.4 FEET
 SF0323'SOUTH-SOUTHEAST OF THE WITNESS POST AND 7 FEET EAST OF THE CUT
 SF0323'BANK.
 SF0323'
 SF0323'REFERENCE MARK 2, STAMPED S-72A-75 2 1975, IS A BRONZE,
 SF0323'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0323'POST THAT IS 12 INCHES IN DIAMETER, FLUSH WITH THE GROUND, AND
 SF0323'ABOUT 7 FEET LOWER THAN THE REFERENCE MONUMENT.  IT IS 33.7 FEET
 SF0323'NORTH OF THE WITNESS POST AND 7 FEET EAST OF THE CUT BANK.
 SF0323
 SF0323                          STATION RECOVERY (1976)
 SF0323
 SF0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CRM)
 SF0323'THE MONUMENT AND REFERENCE MARKS WERE RECOVERED IN GOOD
 SF0323'CONDITION.  THE 1975 DESCRIPTION IS ADEQUATE.  THE MONUMENT WAS USED
 SF0323'FOR CHECK ANGLE PURPOSES ONLY AND WAS NOT OCCUPIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0325 ***********************************************************************
 SF0325  DESIGNATION -  REFERENCE MON S 73
 SF0325  PID         -  SF0325
 SF0325  STATE/COUNTY-  ME/AROOSTOOK
 SF0325  USGS QUAD   -  FRENCHVILLE (1986)
 SF0325
 SF0325                         *CURRENT SURVEY CONTROL
 SF0325  ___________________________________________________________________
 SF0325* NAD 83(1996)-  47 17 19.24923(N)    068 27 56.45610(W)     ADJUSTED  
 SF0325* NAVD 88     -       153.0    (meters)     502.     (feet)  VERTCON   
 SF0325  ___________________________________________________________________
 SF0325  X           -   1,590,922.307 (meters)                     COMP
 SF0325  Y           -  -4,031,708.287 (meters)                     COMP
 SF0325  Z           -   4,663,687.749 (meters)                     COMP
 SF0325  LAPLACE CORR-           5.74  (seconds)                    DEFLEC99
 SF0325  ELLIP HEIGHT-         128.43  (meters)          (03/06/98) GPS OBS
 SF0325  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 SF0325
 SF0325  HORZ ORDER  -  SECOND
 SF0325  ELLP ORDER  -  FOURTH    CLASS I
 SF0325
 SF0325.The horizontal coordinates were established by classical geodetic methods
 SF0325.and adjusted by the National Geodetic Survey in March 1998..
 SF0325
 SF0325.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0325
 SF0325.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SF0325
 SF0325.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0325
 SF0325.The ellipsoidal height was determined by GPS observations
 SF0325.and is referenced to NAD 83.
 SF0325
 SF0325.The geoid height was determined by GEOID03.
 SF0325
 SF0325;                    North         East     Units Scale Factor Converg.
 SF0325;SPC ME E     -   402,514.934   302,595.720   MT  0.99990008   +0 01 30.8
 SF0325;UTM  19      - 5,237,383.348   540,402.454   MT  0.99962006   +0 23 33.4
 SF0325
 SF0325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0325!SPC ME E     -   0.99997987  x   0.99990008  =   0.99987995
 SF0325!UTM  19      -   0.99997987  x   0.99962006  =   0.99959994
 SF0325
 SF0325|---------------------------------------------------------------------|
 SF0325| PID    Reference Object                     Distance      Geod. Az  |
 SF0325|                                                           dddmmss.s |
 SF0325| SF0359 REFERENCE MON S 73A                 351.109 METERS 13951     |
 SF0325| DA6265 REFERENCE MON S 73 RM 1               7.022 METERS 14440     |
 SF0325| SF0382 BAKER BR CATH CH SP IBC 1976        APPROX. 3.9 KM 2874630.7 |
 SF0325| SF0361 REFERENCE MON S 74A                 APPROX. 0.5 KM 3175241.7 |
 SF0325| DA6266 REFERENCE MON S 73 RM 2              12.517 METERS 31800     |
 SF0325|---------------------------------------------------------------------|
 SF0325
 SF0325                          SUPERSEDED SURVEY CONTROL
 SF0325
 SF0325  NAD 83(1992)-  47 17 19.24462(N)    068 27 56.45252(W) AD(       ) 2
 SF0325  ELLIP H (01/28/95)  128.62   (m)                       GP(       ) 4 2
 SF0325  NAD 83(1986)-  47 17 19.25147(N)    068 27 56.44631(W) AD(       ) 2
 SF0325  NAD 27      -  47 17 19.10909(N)    068 27 58.28451(W) AD(       ) 2
 SF0325  NGVD 29 (07/19/86)  153.1    (m)          502.     (f) VERT ANG       
 SF0325
 SF0325.Superseded values are not recommended for survey control.
 SF0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0325.See file dsdata.txt to determine how the superseded data were derived.
 SF0325
 SF0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN4040237383(NAD 83)
 SF0325_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SF0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SF0325_MAGNETIC: N = NO MAGNETIC MATERIAL
 SF0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF0325+STABILITY: SURFACE MOTION
 SF0325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SF0325+SATELLITE: SATELLITE OBSERVATIONS - 1985
 SF0325
 SF0325  HISTORY     - Date     Condition        Report By
 SF0325  HISTORY     - 1975     MONUMENTED       IBC
 SF0325  HISTORY     - 1976     SEE DESCRIPTION  NGS
 SF0325  HISTORY     - 1985     GOOD             NGS
 SF0325
 SF0325                          STATION DESCRIPTION
 SF0325
 SF0325'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1975 (CRM)
 SF0325'THE REFERENCE MONUMENT IS LOCATED ABOUT 2 MILES WEST-NORTHWEST
 SF0325'OF UPPER FRENCHVILLE, MAINE, ON HIGHWAY RIGHT-OF-WAY, AND ABOUT
 SF0325'MID-WAY BETWEEN TWO POWER POLES.
 SF0325'
 SF0325'TO REACH FROM THE ST. LUCE CATHOLIC CHURCH IN UPPER
 SF0325'FRENCHVILLE, GO WEST AND NORTHWEST ON U.S. HIGHWAY 1 FOR 1.4
 SF0325'MILES TO A RAILROAD CROSSING.  CONTINUE AHEAD, NORTHWEST, ON U.S.
 SF0325'HIGHWAY 1 FOR 0.7 MILE TO THE REFERENCE MONUMENT ON THE LEFT,
 SF0325'SOUTHWEST, SIDE OF THE HIGHWAY.
 SF0325'
 SF0325'THE REFERENCE MONUMENT, STAMPED S-73-75 1975, IS A BRONZE,
 SF0325'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0325'POST THAT IS 18 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT
 SF0325'IS 138 FEET NORTHWEST OF THE CENTERLINE OF A FIELD ROAD, 24
 SF0325'FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 6.4 FEET
 SF0325'NORTH OF A STEEL, WITNESS POST WITH METAL SIGN ATTACHED.
 SF0325'
 SF0325'REFERENCE MARK 1, STAMPED S-73-75 1 1975, IS A BRONZE,
 SF0325'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0325'POST THAT IS 12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT
 SF0325'IS 26 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 18.4
 SF0325'FEET SOUTHEAST OF THE WITNESS POST.
 SF0325'
 SF0325'REFERENCE MARK 2, STAMPED S-73-75 2 1975, IS A BRONZE,
 SF0325'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0325'POST THAT IS 12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT
 SF0325'IS 25 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 45.8
 SF0325'FEET NORTHWEST OF THE WITNESS POST.
 SF0325
 SF0325                          STATION RECOVERY (1976)
 SF0325
 SF0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CRM)
 SF0325'THE MONUMENT WAS RECOVERED IN GOOD CONDITION.  TWO REFERENCE
 SF0325'MARKS WERE ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 SF0325'
 SF0325'THE MONUMENT IS LOCATED ABOUT 1-1/2 MILES WEST OF UPPER
 SF0325'FRENCHVILLE, MAINE, ON THE NORTH SLOPE OF A STEEP, WOODED HILL,
 SF0325'ABOUT 100 FEET ABOVE U.S. HIGHWAY 1, AND ON PROPERTY OWNED BY
 SF0325'MR. LAWRENCE VAILLANCOURT.
 SF0325'
 SF0325'TO REACH FROM THE ST. LUCE CATHOLIC CHURCH IN UPPER FRENCHVILLE,
 SF0325'GO WESTERLY ON U.S. HIGHWAY 1 FOR 1.4 MILES TO A RAILROAD
 SF0325'CROSSING.  CONTINUE AHEAD, WESTERLY, ON U.S. HIGHWAY 1 FOR 0.15
 SF0325'MILE TO A SMALL, PROMINENT ROCK CLIFF ON THE LEFT SIDE OF THE
 SF0325'HIGHWAY AND THE END OF TRUCK TRAVEL.  PACK SOUTH-SOUTHWEST,
 SF0325'PASSING ON THE WEST SIDE OF THE CLIFF, FOR ABOUT 100 YARDS TO
 SF0325'THE MONUMENT.
 SF0325'
 SF0325'THE REFERENCE MONUMENT IS A 10-INCH SQUARE, CONCRETE SPIKE,
 SF0325'PYRAMID-SHAPED ON TOP, THAT PROJECTS 1 FOOT ABOVE A 3-FOOT SQUARE,
 SF0325'CONCRETE BASE.  OVERALL IT PROJECTS 2-1/2 FEET.  U.S., NO 73,
 SF0325'AND 1910 IS CAST IN THE CONCRETE BASE.  IT IS 6.8 FEET NORTH OF
 SF0325'A BIRCH TREE THAT HAS A WITNESS POST SIGN ATTACHED TO ITS
 SF0325'NORTH SIDE.
 SF0325'
 SF0325'REFERENCE MARK 1, STAMPED S-73 1 1976, IS A BRONZE, REFERENCE
 SF0325'MARK DISK BRAZED TO A 3-INCH STEEL PIPE THAT PROJECTS 4 INCHES
 SF0325'AND IS ABOUT 4 FEET LOWER THAN THE REFERENCE MONUMENT.  IT IS
 SF0325'22.4 FEET NORTHEAST OF THE BIRCH TREE WITH THE WITNESS POST
 SF0325'SIGN.
 SF0325'
 SF0325'REFERENCE MARK 2, STAMPED S-73 2 1976, IS A BRONZE, REFERENCE
 SF0325'MARK DISK BRAZED TO A 3-INCH STEEL PIPE THAT PROJECTS 6
 SF0325'INCHES.  IT IS 29.3 FEET NORTH OF THE BIRCH TREE WITH THE
 SF0325'WITNESS POST SIGN AND 2.38 METERS LOWER THAN THE REFERENCE
 SF0325'MONUMENT.
 SF0325'
 SF0325'NOTE--THE REFERENCE MARKS WERE LOCATED WITH SUCH CHECKS AND
 SF0325'ACCURACY THAT THEY MAY BE USED IN LIEU OF LOST REFERENCE MONUMENT.
 SF0325
 SF0325                          STATION RECOVERY (1985)
 SF0325
 SF0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (MRM)
 SF0325'THE STATION WAS RECOVERED AT THIS DATE.
 SF0325'REFERENCE MARKS WERE NOT SEARCHED FOR AT THIS DATE.
 SF0325'
 SF0325'THE STATION IS LOCATED ABOUT 9.7 KM (6 MI) EAST-NORTHEAST OF FORT
 SF0325'KENT,
 SF0325'6.4 KM (4 MI) WEST OF FRENCHVILLE,
 SF0325'0.2 KM (0.1 MI) WEST OF THE FORT KENT-FRENCHVILLE TOWN LINE, ALONG
 SF0325'U.S. HIGHWAY 1, ALONG THE EDGE OF A FIELD.
 SF0325'OWNERSHIP--HIGHWAY RIGHT-OF-WAY.
 SF0325'
 SF0325'TO REACH THE STATION FROM THE POST OFFICE IN UPPER FRENCHVILLE, GO
 SF0325'WEST FOR 2.7 KM (1.65 MI) ON U.S. HIGHWAY 1 TO A RAILROAD CROSSING.
 SF0325'CONTINUE AHEAD FOR 0.8 KM (0.5 MI) ON HIGHWAY 1 TO
 SF0325'THE TOWN LINE.  CONTINUE AHEAD AND GO NORTHWEST FOR 0.2 KM (0.1 MI)
 SF0325'ON HIGHWAY 1 TO THE STATION ON THE LEFT, IN A SLIGHT DITCH.
 SF0325'
 SF0325'THE STATION IS A STANDARD GSC DISK
 SF0325'STAMPED---S 73 75 1975---,
 SF0325'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 SF0325'40 CM IN DIAMETER RECESSED 10 CM BELOW GROUND.  LOCATED
 SF0325'25.8 METERS (84.6 FT) SOUTHEAST FROM UTILITY POLE NUMBER 289,
 SF0325'19.3 METERS (63.3 FT) NORTHWEST FROM UTILITY POLE NUMBER 2/290,
 SF0325'7.2 METERS (23.6 FT) SOUTHWEST FROM THE APPROXIMATE CENTER OF THE
 SF0325'HIGHWAY,
 SF0325'2.0 METERS (6.6 FT) NORTH FROM A BENT METAL WITNESS POST AND ABOUT
 SF0325'0.3 METERS (1 FT) LOWER THAN THE HIGHWAY.
 SF0325'
 SF0325'FAA AIRPORT SURVEYS, MAINE, OCTOBER-NOVEMBER 1985.
 SF0325'
 SF0325'THIS STATION SUITABLE FOR GPS SURVEYS.
 SF0325'
 SF0325'DESCRIBED BY G.R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0358 ***********************************************************************
 SF0358  DESIGNATION -  REFERENCE MON S 73
 SF0358  PID         -  SF0358
 SF0358  STATE/COUNTY-  ME/AROOSTOOK
 SF0358  USGS QUAD   -  FRENCHVILLE (1986)
 SF0358
 SF0358                         *CURRENT SURVEY CONTROL
 SF0358  ___________________________________________________________________
 SF0358* NAD 83(1996)-  47 16 59.66582(N)    068 27 30.94723(W)     ADJUSTED  
 SF0358* NAVD 88     -       182.7    (meters)     599.     (feet)  VERTCON   
 SF0358  ___________________________________________________________________
 SF0358  LAPLACE CORR-           5.35  (seconds)                    DEFLEC99
 SF0358  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 SF0358
 SF0358  HORZ ORDER  -  SECOND
 SF0358
 SF0358.The horizontal coordinates were established by classical geodetic methods
 SF0358.and adjusted by the National Geodetic Survey in March 1998..
 SF0358
 SF0358.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0358
 SF0358.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0358
 SF0358.The geoid height was determined by GEOID03.
 SF0358
 SF0358;                    North         East     Units Scale Factor Converg.
 SF0358;SPC ME E     -   401,910.473   303,131.995   MT  0.99990012   +0 01 49.5
 SF0358;UTM  19      - 5,236,782.506   540,942.443   MT  0.99962060   +0 23 52.0
 SF0358
 SF0358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0358!SPC ME E     -   0.99997515  x   0.99990012  =   0.99987527
 SF0358!UTM  19      -   0.99997515  x   0.99962060  =   0.99959576
 SF0358
 SF0358|---------------------------------------------------------------------|
 SF0358| PID    Reference Object                     Distance      Geod. Az  |
 SF0358|                                                           dddmmss.s |
 SF0358| SF0357 REFERENCE MON 144                   337.280 METERS 00311     |
 SF0358| DA6263 REFERENCE MON S 73 RM 1               6.007 METERS 08011     |
 SF0358| DA6264 REFERENCE MON S 73 RM 2               6.756 METERS 35921     |
 SF0358|---------------------------------------------------------------------|
 SF0358
 SF0358                          SUPERSEDED SURVEY CONTROL
 SF0358
 SF0358  NAD 83(1992)-  47 16 59.66124(N)    068 27 30.94362(W) AD(       ) 2
 SF0358  NAD 83(1986)-  47 16 59.66808(N)    068 27 30.93745(W) AD(       ) 2
 SF0358  NAD 27      -  47 16 59.52589(N)    068 27 32.77572(W) AD(       ) 2
 SF0358  NGVD 29 (07/19/86)  182.8    (m)          600.     (f) VERT ANG       
 SF0358
 SF0358.Superseded values are not recommended for survey control.
 SF0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0358.See file dsdata.txt to determine how the superseded data were derived.
 SF0358
 SF0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN4094236783(NAD 83)
 SF0358
 SF0358  HISTORY     - Date     Condition        Report By
 SF0358  HISTORY     - 1910     MONUMENTED       IBC
 SF0358  HISTORY     - 1976     SEE DESCRIPTION  NGS
 SF0358
 SF0358                          STATION DESCRIPTION
 SF0358
 SF0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CRM)
 SF0358'THE MONUMENT AND REFERENCE MARKS WERE RECOVERED IN GOOD
 SF0358'CONDITION.  THE 1975 DESCRIPTION IS ADEQUATE.
 SF0358'
 SF0358'REFERENCE MARK 1 IS 0.13 METER HIGHER THAN THE REFERENCE
 SF0358'MONUMENT AND REFERENCE MARK 2 IS 0.03 METER LOWER THAN THE
 SF0358'REFERENCE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0359 ***********************************************************************
 SF0359  DESIGNATION -  REFERENCE MON S 73A
 SF0359  PID         -  SF0359
 SF0359  STATE/COUNTY-  ME/AROOSTOOK
 SF0359  USGS QUAD   -  FRENCHVILLE (1986)
 SF0359
 SF0359                         *CURRENT SURVEY CONTROL
 SF0359  ___________________________________________________________________
 SF0359* NAD 83(1996)-  47 17 10.55862(N)    068 27 45.68298(W)     ADJUSTED  
 SF0359* NAVD 88     -       151.8    (meters)     498.     (feet)  VERTCON   
 SF0359  ___________________________________________________________________
 SF0359  LAPLACE CORR-           5.57  (seconds)                    DEFLEC99
 SF0359  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 SF0359
 SF0359  HORZ ORDER  -  SECOND
 SF0359
 SF0359.The horizontal coordinates were established by classical geodetic methods
 SF0359.and adjusted by the National Geodetic Survey in March 1998..
 SF0359
 SF0359.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0359
 SF0359.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0359
 SF0359.The geoid height was determined by GEOID03.
 SF0359
 SF0359;                    North         East     Units Scale Factor Converg.
 SF0359;SPC ME E     -   402,246.678   302,822.197   MT  0.99990010   +0 01 38.7
 SF0359;UTM  19      - 5,237,116.625   540,630.583   MT  0.99962029   +0 23 41.3
 SF0359
 SF0359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0359!SPC ME E     -   0.99997999  x   0.99990010  =   0.99988010
 SF0359!UTM  19      -   0.99997999  x   0.99962029  =   0.99960029
 SF0359
 SF0359|---------------------------------------------------------------------|
 SF0359| PID    Reference Object                     Distance      Geod. Az  |
 SF0359|                                                           dddmmss.s |
 SF0359| SF0357 REFERENCE MON 144                   328.395 METERS 08956     |
 SF0359| DA6267 REFERENCE MON S 73A RM 1              8.833 METERS 15237     |
 SF0359| SF0382 BAKER BR CATH CH SP IBC 1976        APPROX. 4.2 KM 2901748.4 |
 SF0359| DA6268 REFERENCE MON S 73A RM 2              9.110 METERS 31007     |
 SF0359| SF0325 REFERENCE MON S 73                  351.109 METERS 31951     |
 SF0359|---------------------------------------------------------------------|
 SF0359
 SF0359                          SUPERSEDED SURVEY CONTROL
 SF0359
 SF0359  NAD 83(1992)-  47 17 10.55404(N)    068 27 45.67938(W) AD(       ) 2
 SF0359  NAD 83(1986)-  47 17 10.56087(N)    068 27 45.67320(W) AD(       ) 2
 SF0359  NAD 27      -  47 17 10.41851(N)    068 27 47.51153(W) AD(       ) 2
 SF0359  NGVD 29 (07/19/86)  151.9    (m)          498.     (f) VERT ANG       
 SF0359
 SF0359.Superseded values are not recommended for survey control.
 SF0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0359.See file dsdata.txt to determine how the superseded data were derived.
 SF0359
 SF0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN4063137117(NAD 83)
 SF0359_MARKER: Z = SEE DESCRIPTION
 SF0359_SETTING: 0 = UNSPECIFIED SETTING
 SF0359
 SF0359  HISTORY     - Date     Condition        Report By
 SF0359  HISTORY     - 1976     MONUMENTED       IBC
 SF0359
 SF0359                          STATION DESCRIPTION
 SF0359
 SF0359'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1976 (CRM)
 SF0359'THE MONUMENT IS LOCATED ABOUT 1-3/4 MILES WEST-NORTHWEST OF
 SF0359'UPPER FRENCHVILLE, MAINE, ON HIGHWAY RIGHT-OF-WAY, ABOUT
 SF0359'150 FEET SOUTH OF A TWO-STORY HOUSE, AND 145 METERS SOUTHEAST
 SF0359'OF THE FRENCHVILLE-FORT KENT TOWNLINE.
 SF0359'
 SF0359'TO REACH FROM THE ST. LUCE CATHOLIC CHURCH IN UPPER FRENCHVILLE,
 SF0359'GO WEST AND NORTHWEST ON U.S. HIGHWAY 1 FOR 1.9 MILES TO THE
 SF0359'MONUMENT ON THE LEFT, SOUTHWEST, SIDE OF THE HIGHWAY.
 SF0359'
 SF0359'THE REFERENCE MONUMENT, STAMPED S-73A-76 1976, IS A BRONZE,
 SF0359'REFERENCE MONUMENT DISK SET IT THE TOP OF A CYLINDRICAL, CONCRETE
 SF0359'POST THAT IS 18 INCHES IN DIAMETER AND FLUSH WITH THE
 SF0359'GROUND.  IT IS 22 FEET SOUTHWEST OF THE CENTERLINE OF THE
 SF0359'HIGHWAY, 11 FEET NORTH OF POWER POLE NO. 425-330, AND 8.7 FEET
 SF0359'EAST-NORTHEAST OF A STEEL WITNESS POST WITH METAL SIGN ATTACHED.
 SF0359'
 SF0359'REFERENCE MARK 1, STAMPED S-73A-76 1 1976, IS A BRONZE,
 SF0359'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0359'POST THAT IS 12 INCHES IN DIAMETER AND FLUSH WITH THE
 SF0359'GROUND.  IT IS 29 FEET SOUTHWEST OF THE CENTERLINE OF THE
 SF0359'HIGHWAY, 27.3 FEET SOUTHEAST OF THE WITNESS POST, 21 FEET
 SF0359'SOUTHEAST OF POWER POLE NO. 425-330, AND 0.15 METER HIGHER
 SF0359'THAN THE REFERENCE MONUMENT.
 SF0359'
 SF0359'REFERENCE MARK 2, STAMPED S-73A-76 2 1976, IS A BRONZE,
 SF0359'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0359'POST THAT IS 12 INCHES IN DIAMETER AND FLUSH WITH THE
 SF0359'GROUND.  IT IS 36 FEET NORTHWEST OF POWER POLE NO. 425-330, 30.2
 SF0359'FEET NORTHWEST OF THE WITNESS POST, 26 FEET SOUTHWEST OF THE
 SF0359'CENTERLINE OF THE HIGHWAY, AND 0.14 METER LOWER THAN THE
 SF0359'REFERENCE MONUMENT.
 SF0359'
 SF0359'NOTE--THE REFERENCE MARKS WERE LOCATED WITH SUCH CHECKS AND
 SF0359'ACCURACY THAT THEY MAY BE USED IN LIEU OF LOST REFERENCE
 SF0359'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0361 ***********************************************************************
 SF0361  DESIGNATION -  REFERENCE MON S 74A
 SF0361  PID         -  SF0361
 SF0361  STATE/COUNTY-  ME/AROOSTOOK
 SF0361  USGS QUAD   -  FRENCHVILLE (1986)
 SF0361
 SF0361                         *CURRENT SURVEY CONTROL
 SF0361  ___________________________________________________________________
 SF0361* NAD 83(1996)-  47 17 31.30331(N)    068 28 12.47735(W)     ADJUSTED  
 SF0361* NAVD 88     -       153.1    (meters)     502.     (feet)  VERTCON   
 SF0361  ___________________________________________________________________
 SF0361  LAPLACE CORR-           6.06  (seconds)                    DEFLEC99
 SF0361  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 SF0361
 SF0361  HORZ ORDER  -  SECOND
 SF0361
 SF0361.The horizontal coordinates were established by classical geodetic methods
 SF0361.and adjusted by the National Geodetic Survey in March 1998..
 SF0361
 SF0361.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0361
 SF0361.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0361
 SF0361.The geoid height was determined by GEOID03.
 SF0361
 SF0361;                    North         East     Units Scale Factor Converg.
 SF0361;SPC ME E     -   402,887.016   302,258.962   MT  0.99990006   +0 01 19.0
 SF0361;UTM  19      - 5,237,753.160   540,063.413   MT  0.99961973   +0 23 21.7
 SF0361
 SF0361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0361!SPC ME E     -   0.99997979  x   0.99990006  =   0.99987986
 SF0361!UTM  19      -   0.99997979  x   0.99961973  =   0.99959953
 SF0361
 SF0361:                Primary Azimuth Mark                     Grid Az
 SF0361:SPC ME E     -  REFERENCE MON C 69A                      064 46 32.5
 SF0361:UTM  19      -  REFERENCE MON C 69A                      064 24 29.8
 SF0361
 SF0361|---------------------------------------------------------------------|
 SF0361| PID    Reference Object                     Distance      Geod. Az  |
 SF0361|                                                           dddmmss.s |
 SF0361| SF0370 REFERENCE MON C 69A                 APPROX. 1.0 KM 0644751.5 |
 SF0361| DA6269 REFERENCE MON S 74A RM 1              7.370 METERS 13113     |
 SF0361| SF0325 REFERENCE MON S 73                  APPROX. 0.5 KM 1375229.9 |
 SF0361| DA6270 REFERENCE MON S 74A RM 2             13.249 METERS 30927     |
 SF0361|---------------------------------------------------------------------|
 SF0361
 SF0361                          SUPERSEDED SURVEY CONTROL
 SF0361
 SF0361  NAD 83(1992)-  47 17 31.29866(N)    068 28 12.47378(W) AD(       ) 2
 SF0361  NAD 83(1986)-  47 17 31.30550(N)    068 28 12.46751(W) AD(       ) 2
 SF0361  NAD 27      -  47 17 31.16278(N)    068 28 14.30500(W) AD(       ) 2
 SF0361  NGVD 29 (07/19/86)  153.2    (m)          503.     (f) VERT ANG       
 SF0361
 SF0361.Superseded values are not recommended for survey control.
 SF0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0361.See file dsdata.txt to determine how the superseded data were derived.
 SF0361
 SF0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN4006337753(NAD 83)
 SF0361_MARKER: Z = SEE DESCRIPTION
 SF0361_SETTING: 0 = UNSPECIFIED SETTING
 SF0361
 SF0361  HISTORY     - Date     Condition        Report By
 SF0361  HISTORY     - 1951     MONUMENTED       IBC
 SF0361  HISTORY     - 1976     SEE DESCRIPTION  NGS
 SF0361
 SF0361                          STATION DESCRIPTION
 SF0361
 SF0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CRM)
 SF0361'THE MONUMENT WAS RECOVERED IN GOOD CONDITION.  TWO REFERENCE
 SF0361'MARKS WERE ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 SF0361'
 SF0361'THE MONUMENT IS LOCATED ABOUT 3 MILES WEST-NORTHWEST OF UPPER
 SF0361'FRENCHVILLE, MAINE AND ON HIGHWAY RIGHT-OF-WAY.
 SF0361'
 SF0361'TO REACH FROM THE ST. LUCE CATHOLIC CHURCH IN UPPER
 SF0361'FRENCHVILLE, GO WESTERLY ON U.S. HIGHWAY 1 FOR 2.0 MILES TO THE
 SF0361'FRENCHVILLE-FORT KENT TOWNLINE.  CONTINUE AHEAD, NORTHWEST,
 SF0361'ON U.S. HIGHWAY 1 FOR 0.5 MILE TO THE MONUMENT ON THE LEFT,
 SF0361'SOUTHWEST, SIDE OF THE HIGHWAY.
 SF0361'
 SF0361'THE REFERENCE MONUMENT, STAMPED S 74A 1951, IS A BRONZE,
 SF0361'TRIANGULATION STATION DISK SET IN THE TOP OF A 12-INCH SQUARE,
 SF0361'CONCRETE POST THAT IS FLUSH WITH THE GROUND AND ABOUT 2 FEET
 SF0361'LOWER THAN THE HIGHWAY.  IT IS 7.1 METERS SOUTHWEST OF THE
 SF0361'CENTERLINE OF THE HIGHWAY, 2.3 METERS NORTH OF A POWER POLE,
 SF0361'AND 1.66 METERS NORTHEAST OF A STEEL WITNESS POST WITH METAL
 SF0361'SIGN ATTACHED.
 SF0361'
 SF0361'REFERENCE MARK 1, STAMPED S-74A-51 1 1976, IS A BRONZE,
 SF0361'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0361'POST THAT IS 12 INCHES IN DIAMETER AND FLUSH WITH THE
 SF0361'GROUND.  IT IS 7.3 METERS SOUTHWEST OF THE CENTERLINE OF THE
 SF0361'HIGHWAY, 6.96 METERS SOUTHEAST OF THE WITNESS POST, 5.8 METERS
 SF0361'SOUTHEAST OF A POWER POLE, AND 0.01 METER HIGHER THAN THE
 SF0361'REFERENCE MONUMENT.
 SF0361'
 SF0361'REFERENCE MARK 2, STAMPED S-74A-51 2 1976, IS A BRONZE,
 SF0361'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0361'POST THAT IS 12 INCHES IN DIAMETER AND FLUSH WITH THE
 SF0361'GROUND.  IT IS 13.87 METERS NORTHWEST OF THE WITNESS POST, 7.0
 SF0361'METERS SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 0.17
 SF0361'METER LOWER THAN THE REFERENCE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0363 ***********************************************************************
 SF0363  DESIGNATION -  REFERENCE MON S 75A
 SF0363  PID         -  SF0363
 SF0363  STATE/COUNTY-  ME/AROOSTOOK
 SF0363  USGS QUAD   -  FRENCHVILLE (1986)
 SF0363
 SF0363                         *CURRENT SURVEY CONTROL
 SF0363  ___________________________________________________________________
 SF0363* NAD 83(1996)-  47 17 26.78200(N)    068 29 10.93101(W)     ADJUSTED  
 SF0363* NAVD 88     -       183.7    (meters)     603.     (feet)  VERTCON   
 SF0363  ___________________________________________________________________
 SF0363  LAPLACE CORR-           6.03  (seconds)                    DEFLEC99
 SF0363  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 SF0363
 SF0363  HORZ ORDER  -  SECOND
 SF0363
 SF0363.The horizontal coordinates were established by classical geodetic methods
 SF0363.and adjusted by the National Geodetic Survey in March 1998..
 SF0363
 SF0363.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0363
 SF0363.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0363
 SF0363.The geoid height was determined by GEOID03.
 SF0363
 SF0363;                    North         East     Units Scale Factor Converg.
 SF0363;SPC ME E     -   402,747.059   301,030.924   MT  0.99990001   +0 00 36.1
 SF0363;UTM  19      - 5,237,605.372   538,836.642   MT  0.99961854   +0 22 38.7
 SF0363
 SF0363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0363!SPC ME E     -   0.99997500  x   0.99990001  =   0.99987502
 SF0363!UTM  19      -   0.99997500  x   0.99961854  =   0.99959355
 SF0363
 SF0363|---------------------------------------------------------------------|
 SF0363| PID    Reference Object                     Distance      Geod. Az  |
 SF0363|                                                           dddmmss.s |
 SF0363| DA6271 REFERENCE MON S 75A RM 1             10.236 METERS 29947     |
 SF0363| SF0364 S75 IBC 1910                         19.217 METERS 35249     |
 SF0363| SF0365 REFERENCE MON C 71                  APPROX. 1.7 KM 3595049.6 |
 SF0363|---------------------------------------------------------------------|
 SF0363
 SF0363                          SUPERSEDED SURVEY CONTROL
 SF0363
 SF0363  NAD 83(1992)-  47 17 26.77721(N)    068 29 10.92755(W) AD(       ) 2
 SF0363  NAD 83(1986)-  47 17 26.78399(N)    068 29 10.92157(W) AD(       ) 2
 SF0363  NAD 27      -  47 17 26.64080(N)    068 29 12.76060(W) AD(       ) 2
 SF0363  NGVD 29 (07/19/86)  183.8    (m)          603.     (f) VERT ANG       
 SF0363
 SF0363.Superseded values are not recommended for survey control.
 SF0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0363.See file dsdata.txt to determine how the superseded data were derived.
 SF0363
 SF0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN3883737605(NAD 83)
 SF0363_MARKER: Z = SEE DESCRIPTION
 SF0363_SETTING: 0 = UNSPECIFIED SETTING
 SF0363
 SF0363  HISTORY     - Date     Condition        Report By
 SF0363  HISTORY     - 1976     MONUMENTED       IBC
 SF0363
 SF0363                          STATION DESCRIPTION
 SF0363
 SF0363'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1976 (CRM)
 SF0363'THE MONUMENT IS LOCATED ABOUT 3 MILES WEST-NORTHWEST OF UPPER
 SF0363'FRENCHVILLE, MAINE, AT THE EAST CORNER OF A FIELD, ABOUT 150
 SF0363'FEET EAST-NORTHEAST OF THE HIGHEST POINT IN THE IMMEDIATE
 SF0363'VICINITY, AT A POINT WHERE THE GROUND BREAKS OFF SHARPLY TO THE
 SF0363'NORTH, AND ON PROPERTY OWNED BY MR. ALBERT DAIGLE.
 SF0363'
 SF0363'TO REACH FROM THE HOSPITAL IN FORT KENT, MAINE, GO EASTERLY
 SF0363'ON U.S. HIGHWAY 1 FOR 5.7 MILES TO A RAILROAD CROSSING.  CONTINUE
 SF0363'AHEAD, EAST, ON U.S. HIGHWAY 1 FOR 0.55 MILE TO A SIDE ROAD RIGHT,
 SF0363'JUST AFTER CROSSING DAIGLE BROOK.  TURN RIGHT, PASS ON THE EAST
 SF0363'SIDE OF A TWO-STORY HOUSE, AND GO SOUTH ON THE FIELD ROAD,
 SF0363'CROSSING A RAILROAD TRACK, FOR 0.2 MILE TO A Y-FORK.  TAKE THE
 SF0363'RIGHT FORK AND GO SOUTHWESTERLY, FORDING DAIGLE BROOK, FOR 0.15
 SF0363'MILE TO A FIELD ENTRANCE ON THE RIGHT, JUST BEFORE REACHING
 SF0363'THE TOP OF A GRADE.  TURN RIGHT INTO THE FIELD, THENCE TURN
 SF0363'RIGHT AND GO NORTHERLY, ALONG THE SOUTHERLY EDGE OF A FIELD
 SF0363'AND ACROSS A PASTURE, FOR 0.15 MILE TO THE MONUMENT.
 SF0363'
 SF0363'THE REFERENCE MONUMENT, STAMPED S-75A-76 1976, IS A BRONZE,
 SF0363'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0363'POST THAT IS 18 INCHES IN DIAMETER AND FLUSH WITH THE
 SF0363'GROUND.  IT IS 8.6 FEET WEST OF A STEEL WITNESS POST WITH
 SF0363'METAL SIGN ATTACHED.
 SF0363'
 SF0363'REFERENCE MONUMENT S-75 IS A 10-INCH SQUARE, CONCRETE SPIKE,
 SF0363'PYRAMID-SHAPED ON TOP, THAT PROJECTS 1 FOOT ABOVE A 3-FOOT SQUARE,
 SF0363'CONCRETE BASE.  OVERALL IT PROJECTS 2 FEET.  U.S., NO 75, AND 1910
 SF0363'IS CAST IN THE CONCRETE BASE.  IT IS 64.8 FEET NORTH-NORTHWEST
 SF0363'OF THE WITNESS POST AND 3.54 METERS LOWER THAN REFERENCE
 SF0363'MONUMENT S-75A-76.
 SF0363'
 SF0363'REFERENCE MARK 1, STAMPED S-75A-76 1 1976, IS A BRONZE,
 SF0363'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0363'POST THAT IS 12 INCHES IN DIAMETER AND FLUSH WITH THE
 SF0363'GROUND.  IT IS 41.1 FEET WEST OF THE WITNESS POST AND 0.74 METER
 SF0363'LOWER THAN REFERENCE MONUMENT S-75A-76.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0061 ***********************************************************************
 SF0061  DESIGNATION -  REFERENCE MON S 76
 SF0061  PID         -  SF0061
 SF0061  STATE/COUNTY-  ME/AROOSTOOK
 SF0061  USGS QUAD   -  FORT KENT NORTH (1985)
 SF0061
 SF0061                         *CURRENT SURVEY CONTROL
 SF0061  ___________________________________________________________________
 SF0061* NAD 83(1996)-  47 17 38.30370(N)    068 29 59.44985(W)     ADJUSTED  
 SF0061* NAVD 88     -       160.351  (meters)     526.08   (feet)  ADJUSTED  
 SF0061  ___________________________________________________________________
 SF0061  LAPLACE CORR-           6.11  (seconds)                    DEFLEC99
 SF0061  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 SF0061  DYNAMIC HT  -         160.374 (meters)     526.16  (feet)  COMP
 SF0061  MODELED GRAV-     980,755.4   (mgal)                       NAVD 88
 SF0061
 SF0061  HORZ ORDER  -  SECOND
 SF0061  VERT ORDER  -  FIRST     CLASS II
 SF0061
 SF0061.The horizontal coordinates were established by classical geodetic methods
 SF0061.and adjusted by the National Geodetic Survey in March 1998..
 SF0061
 SF0061.The orthometric height was determined by differential leveling
 SF0061.and adjusted by the National Geodetic Survey in June 1991..
 SF0061
 SF0061.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0061
 SF0061.The geoid height was determined by GEOID03.
 SF0061
 SF0061.The dynamic height is computed by dividing the NAVD 88
 SF0061.geopotential number by the normal gravity value computed on the
 SF0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0061.degrees latitude (g = 980.6199 gals.).
 SF0061
 SF0061.The modeled gravity was interpolated from observed gravity values.
 SF0061
 SF0061;                    North         East     Units Scale Factor Converg.
 SF0061;SPC ME E     -   403,102.751   300,011.558   MT  0.99990000   +0 00 00.4
 SF0061;UTM  19      - 5,237,954.421   537,815.304   MT  0.99961757   +0 22 03.1
 SF0061
 SF0061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0061!SPC ME E     -   0.99997867  x   0.99990000  =   0.99987867
 SF0061!UTM  19      -   0.99997867  x   0.99961757  =   0.99959624
 SF0061
 SF0061:                Primary Azimuth Mark                     Grid Az
 SF0061:SPC ME E     -  REFERENCE MON 149                        006 15 33.4
 SF0061:UTM  19      -  REFERENCE MON 149                        005 53 30.7
 SF0061
 SF0061|---------------------------------------------------------------------|
 SF0061| PID    Reference Object                     Distance      Geod. Az  |
 SF0061|                                                           dddmmss.s |
 SF0061| SF0366 REFERENCE MON 149                   411.546 METERS 0061533.8 |
 SF0061| DA6272 REFERENCE MON S 76 RM 1               9.426 METERS 10258     |
 SF0061| DA6273 REFERENCE MON S 76 RM 2              10.067 METERS 28116     |
 SF0061| SF0377 REFERENCE MON C 72A                 APPROX. 1.1 KM 3472416.1 |
 SF0061|---------------------------------------------------------------------|
 SF0061
 SF0061                          SUPERSEDED SURVEY CONTROL
 SF0061
 SF0061  NAD 83(1992)-  47 17 38.29878(N)    068 29 59.44642(W) AD(       ) 2
 SF0061  NAD 83(1986)-  47 17 38.30561(N)    068 29 59.44049(W) AD(       ) 2
 SF0061  NAD 27      -  47 17 38.16258(N)    068 30 01.27842(W) AD(       ) 2
 SF0061  NGVD 29 (??/??/92)  160.448  (m)          526.40   (f) ADJ UNCH    1 2
 SF0061
 SF0061.Superseded values are not recommended for survey control.
 SF0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0061.See file dsdata.txt to determine how the superseded data were derived.
 SF0061
 SF0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN3781537954(NAD 83)
 SF0061_MARKER: DD = SURVEY DISK
 SF0061_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SF0061_SP_SET: CONCRETE MONUMENT
 SF0061_STAMPING: 76 IBC
 SF0061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0061
 SF0061  HISTORY     - Date     Condition        Report By
 SF0061  HISTORY     - 1931     MONUMENTED       IBC
 SF0061  HISTORY     - 1933     GOOD             NGS
 SF0061  HISTORY     - 1976     SEE DESCRIPTION  NGS
 SF0061  HISTORY     - 1978     POOR             NGS
 SF0061
 SF0061                          STATION DESCRIPTION
 SF0061
 SF0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 SF0061'5.5 MI E FROM FORT KENT.
 SF0061'5.5 MILES EAST ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM THE
 SF0061'STATION AT FORT KENT, AROOSTOOK COUNTY, ABOUT 305 YARDS SOUTH
 SF0061'OF MILEPOST 38, ABOUT 310 YARDS NORTH OF THE CROSSING OF U.S.
 SF0061'HIGHWAY 1, 12 YARDS EAST OF THE CENTERLINE OF THE HIGHWAY, AND
 SF0061'12 YARDS WEST OF THE TRACK.  AN INTERNATIONAL BOUNDARY
 SF0061'COMMISSION STANDARD MARK, STAMPED 76 IBC AND SET IN THE APEX OF
 SF0061'A CONCRETE MONUMENT.
 SF0061
 SF0061                          STATION RECOVERY (1976)
 SF0061
 SF0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CRM)
 SF0061'THE MONUMENT WAS RECOVERED IN GOOD CONDITION.  TWO REFERENCE
 SF0061'MARKS WERE ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 SF0061'
 SF0061'THE MONUMENT IS LOCATED ABOUT 3-1/2 MILES WEST-NORTHWEST OF
 SF0061'UPPER FRENCHVILLE, MAINE, ON RAILROAD RIGHT-OF-WAY, ABOUT
 SF0061'50 FEET NORTH OF U.S. HIGHWAY 1, AND 120 FEET WEST OF THE SOUTH
 SF0061'END OF A ROAD SIDE PARK.  THE ROADSIDE PARK IS ON THE OPPOSITE
 SF0061'SIDE OF THE HIGHWAY.
 SF0061'
 SF0061'TO REACH FROM THE HOSPITAL IN FORT KENT, MAINE, GO EASTERLY
 SF0061'ON U.S. HIGHWAY 1 FOR 5.4 MILES TO THE MONUMENT ON THE LEFT,
 SF0061'NORTH, SIDE OF THE HIGHWAY.
 SF0061'
 SF0061'THE REFERENCE MONUMENT IS A 10-INCH SQUARE, CONCRETE SPIKE,
 SF0061'PYRAMID-SHAPED ON TOP, THAT PROJECTS 1 FOOT ABOVE A 3-FOOT
 SF0061'SQUARE, CONCRETE BASE.  OVERALL IT PROJECTS 1-1/2 FEET.  U.S., NO
 SF0061'76, AND 1931 IS CAST IN THE CONCRETE BASE, IT IS 28 FEET SOUTH
 SF0061'OF THE CENTERLINE OF AN OLD ROAD BED, 23 FEET NORTH OF THE NORTH
 SF0061'RAIL OF THE RAILROAD, AND 6.7 FEET EAST-NORTHEAST OF A STEEL
 SF0061'WITNESS POST WITH METAL SIGN ATTACHED.
 SF0061'
 SF0061'REFERENCE MARK 1, STAMPED S-76-31 1 1976, IS A BRONZE,
 SF0061'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0061'POST THAT IS 12 INCHES IN DIAMETER AND PROJECTS 3 INCHES.  IT IS
 SF0061'36.4 FEET EAST OF THE WITNESS POST, 27 FEET SOUTH OF THE
 SF0061'CENTERLINE OF THE OLD ROAD BED, AND 24 FEET NORTH OF THE
 SF0061'NORTH RAIL.
 SF0061'
 SF0061'REFERENCE MARK 2, STAMPED S-76-31 2 1976, IS A BRONZE,
 SF0061'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0061'POST THAT IS 12 INCHES IN DIAMETER AND FLUSH WITH THE
 SF0061'GROUND.  IT IS 30 FEET SOUTH OF THE CENTERLINE OF THE OLD ROAD
 SF0061'BED, 27.8 FEET WEST OF THE WITNESS POST, AND 21 FEET NORTH OF
 SF0061'THE NORTH RAIL.
 SF0061
 SF0061                          STATION RECOVERY (1978)
 SF0061
 SF0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 SF0061'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0044 ***********************************************************************
 SF0044  DESIGNATION -  REFERENCE MON S 77
 SF0044  PID         -  SF0044
 SF0044  STATE/COUNTY-  ME/AROOSTOOK
 SF0044  USGS QUAD   -  FORT KENT NORTH (1985)
 SF0044
 SF0044                         *CURRENT SURVEY CONTROL
 SF0044  ___________________________________________________________________
 SF0044* NAD 83(1996)-  47 17 39.37076(N)    068 30 29.70927(W)     ADJUSTED  
 SF0044* NAVD 88     -       164.956  (meters)     541.19   (feet)  ADJUSTED  
 SF0044  ___________________________________________________________________
 SF0044  LAPLACE CORR-           6.21  (seconds)                    DEFLEC99
 SF0044  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 SF0044  DYNAMIC HT  -         164.980 (meters)     541.27  (feet)  COMP
 SF0044  MODELED GRAV-     980,756.1   (mgal)                       NAVD 88
 SF0044
 SF0044  HORZ ORDER  -  SECOND
 SF0044  VERT ORDER  -  FIRST     CLASS II
 SF0044
 SF0044.The horizontal coordinates were established by classical geodetic methods
 SF0044.and adjusted by the National Geodetic Survey in March 1998..
 SF0044
 SF0044.The orthometric height was determined by differential leveling
 SF0044.and adjusted by the National Geodetic Survey in June 1991..
 SF0044
 SF0044.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0044
 SF0044.The geoid height was determined by GEOID03.
 SF0044
 SF0044.The dynamic height is computed by dividing the NAVD 88
 SF0044.geopotential number by the normal gravity value computed on the
 SF0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0044.degrees latitude (g = 980.6199 gals.).
 SF0044
 SF0044.The modeled gravity was interpolated from observed gravity values.
 SF0044
 SF0044;                    North         East     Units Scale Factor Converg.
 SF0044;SPC ME E     -   403,135.734   299,375.859   MT  0.99990000   -0 00 21.8
 SF0044;UTM  19      - 5,237,983.319   537,179.587   MT  0.99961699   +0 21 40.9
 SF0044
 SF0044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0044!SPC ME E     -   0.99997795  x   0.99990000  =   0.99987795
 SF0044!UTM  19      -   0.99997795  x   0.99961699  =   0.99959495
 SF0044
 SF0044|---------------------------------------------------------------------|
 SF0044| PID    Reference Object                     Distance      Geod. Az  |
 SF0044|                                                           dddmmss.s |
 SF0044| DA6274 REFERENCE MON S 77 RM 1              10.677 METERS 08614     |
 SF0044| DA6275 REFERENCE MON S 77 RM 2              10.265 METERS 26741     |
 SF0044| SF0101 REFERENCE MON S 78 76               APPROX. 0.5 KM 2685503.8 |
 SF0044| SF0381 REFERENCE MON 153                   377.313 METERS 35935     |
 SF0044|---------------------------------------------------------------------|
 SF0044
 SF0044                          SUPERSEDED SURVEY CONTROL
 SF0044
 SF0044  NAD 83(1992)-  47 17 39.36577(N)    068 30 29.70588(W) AD(       ) 2
 SF0044  NAD 83(1986)-  47 17 39.37262(N)    068 30 29.69997(W) AD(       ) 2
 SF0044  NAD 27      -  47 17 39.22963(N)    068 30 31.53715(W) AD(       ) 2
 SF0044  NGVD 29 (??/??/92)  165.197  (m)          541.98   (f) ADJ UNCH    1 2
 SF0044
 SF0044.Superseded values are not recommended for survey control.
 SF0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0044.See file dsdata.txt to determine how the superseded data were derived.
 SF0044
 SF0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN3718037983(NAD 83)
 SF0044_MARKER: Z = SEE DESCRIPTION
 SF0044_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SF0044_SP_SET: MONUMENT
 SF0044_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0044
 SF0044  HISTORY     - Date     Condition        Report By
 SF0044  HISTORY     - 1910     MONUMENTED       IBC
 SF0044  HISTORY     - 1927     GOOD             NGS
 SF0044  HISTORY     - 1934     GOOD             NGS
 SF0044  HISTORY     - 1976     SEE DESCRIPTION  NGS
 SF0044  HISTORY     - 1978     MARK NOT FOUND   NGS
 SF0044
 SF0044                          STATION DESCRIPTION
 SF0044
 SF0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1927
 SF0044'5.5 MI NE FROM FORT KENT.
 SF0044'5.5 MILES NORTHEAST ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 SF0044'FORT KENT, AROOSTOOK COUNTY, ABOUT 1/4 MILE WEST OF A ROAD
 SF0044'CROSSING, 65 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, 32
 SF0044'FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 1, ON RANGE WITH
 SF0044'THE MOUTH OF BAKER BROOK AND THE WEST END OF BAKER ISLAND, AND
 SF0044'IN A SMALL FIELD.  AN IRON ROD IN THE TOP OF CONCRETE BOUNDARY
 SF0044'MONUMENT U.S. 77.
 SF0044
 SF0044                          STATION RECOVERY (1934)
 SF0044
 SF0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 SF0044'RECOVERED IN GOOD CONDITION.
 SF0044
 SF0044                          STATION RECOVERY (1976)
 SF0044
 SF0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CRM)
 SF0044'THE MONUMENT WAS RECOVERED IN GOOD CONDITION.  TWO REFERENCE
 SF0044'MARKS WERE ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 SF0044'
 SF0044'THE MONUMENT IS LOCATED ABOUT 4 MILES WEST-NORTHWEST OF
 SF0044'UPPER FRENCHVILLE, MAINE AND ON HIGHWAY RIGHT-OF-WAY.
 SF0044'
 SF0044'TO REACH FROM THE HOSPITAL IN FORT KENT, MAINE GO EASTERLY ON
 SF0044'U.S. HIGHWAY 1 FOR 5.0 MILES TO THE MONUMENT ON THE LEFT, NORTH,
 SF0044'SIDE OF THE HIGHWAY.
 SF0044'
 SF0044'THE REFERENCE MONUMENT IS A 10-INCH SQUARE, CONCRETE BLOCK
 SF0044'THAT PROJECTS 10 INCHES ABOVE A 3-FOOT SQUARE, CONCRETE
 SF0044'BASE.  OVERALL IT PROJECTS 2-1/2 FEET.  U.S., NO 77, AND 1910 IS
 SF0044'CAST IN THE CONCRETE BASE.  IT IS 40 FEET NORTH OF THE CENTERLINE
 SF0044'OF THE HIGHWAY, 8.2 FEET NORTH OF A STEEL WITNESS POST WITH
 SF0044'METAL SIGN ATTACHED, AND ABOUT 4 FEET LOWER THAN THE HIGHWAY.
 SF0044'
 SF0044'REFERENCE MARK 1, STAMPED S-77 1 1976, IS A BRONZE,
 SF0044'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0044'POST THAT IS 12 INCHES IN DIAMETER AND PROJECTS 4 INCHES.  IT
 SF0044'IS 43 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AND 36.1
 SF0044'FEET EAST-NORTHEAST OF THE WITNESS POST.
 SF0044'
 SF0044'REFERENCE MARK 2, STAMPED S-77 2 1976, IS A BRONZE,
 SF0044'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0044'POST THAT IS 12 INCHES IN DIAMETER AND PROJECTS 4 INCHES.  IT
 SF0044'IS 38 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AND 34.8
 SF0044'FEET WEST-NORTHWEST OF THE WITNESS POST.
 SF0044
 SF0044                          STATION RECOVERY (1978)
 SF0044
 SF0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 SF0044'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0101 ***********************************************************************
 SF0101  DESIGNATION -  REFERENCE MON S 78 76
 SF0101  PID         -  SF0101
 SF0101  STATE/COUNTY-  ME/AROOSTOOK
 SF0101  USGS QUAD   -  FORT KENT NORTH (1985)
 SF0101
 SF0101                         *CURRENT SURVEY CONTROL
 SF0101  ___________________________________________________________________
 SF0101* NAD 83(1996)-  47 17 39.05502(N)    068 30 54.21861(W)     ADJUSTED  
 SF0101* NAVD 88     -       166.702  (meters)     546.92   (feet)  ADJUSTED  
 SF0101  ___________________________________________________________________
 SF0101  LAPLACE CORR-           6.35  (seconds)                    DEFLEC99
 SF0101  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 SF0101  DYNAMIC HT  -         166.726 (meters)     547.00  (feet)  COMP
 SF0101  MODELED GRAV-     980,756.4   (mgal)                       NAVD 88
 SF0101
 SF0101  HORZ ORDER  -  SECOND
 SF0101  VERT ORDER  -  FIRST     CLASS II
 SF0101
 SF0101.The horizontal coordinates were established by classical geodetic methods
 SF0101.and adjusted by the National Geodetic Survey in March 1998..
 SF0101
 SF0101.The orthometric height was determined by differential leveling
 SF0101.and adjusted by the National Geodetic Survey in June 1991..
 SF0101
 SF0101.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0101
 SF0101.The geoid height was determined by GEOID03.
 SF0101
 SF0101.The dynamic height is computed by dividing the NAVD 88
 SF0101.geopotential number by the normal gravity value computed on the
 SF0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0101.degrees latitude (g = 980.6199 gals.).
 SF0101
 SF0101.The modeled gravity was interpolated from observed gravity values.
 SF0101
 SF0101;                    North         East     Units Scale Factor Converg.
 SF0101;SPC ME E     -   403,126.061   298,860.958   MT  0.99990002   -0 00 39.8
 SF0101;UTM  19      - 5,237,970.348   536,664.904   MT  0.99961652   +0 21 22.9
 SF0101
 SF0101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0101!SPC ME E     -   0.99997768  x   0.99990002  =   0.99987770
 SF0101!UTM  19      -   0.99997768  x   0.99961652  =   0.99959420
 SF0101
 SF0101|---------------------------------------------------------------------|
 SF0101| PID    Reference Object                     Distance      Geod. Az  |
 SF0101|                                                           dddmmss.s |
 SF0101| DA6276 REFERENCE MON S 78 RM 1               6.070 METERS 08952     |
 SF0101| DA6277 REFERENCE MON S 78 RM 2              10.785 METERS 27004     |
 SF0101| SF0409 REFERENCE MON C 73                  APPROX. 0.7 KM 3312459.3 |
 SF0101| SF0382 BAKER BR CATH CH SP IBC 1976        APPROX. 0.6 KM 3581718.4 |
 SF0101|---------------------------------------------------------------------|
 SF0101
 SF0101                          SUPERSEDED SURVEY CONTROL
 SF0101
 SF0101  NAD 83(1992)-  47 17 39.04998(N)    068 30 54.21522(W) AD(       ) 2
 SF0101  NAD 83(1986)-  47 17 39.05685(N)    068 30 54.20939(W) AD(       ) 2
 SF0101  NAD 27      -  47 17 38.91409(N)    068 30 56.04621(W) AD(       ) 2
 SF0101  NGVD 29 (07/19/86)  167.0    (m)          548.     (f) VERT ANG       
 SF0101
 SF0101.Superseded values are not recommended for survey control.
 SF0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0101.See file dsdata.txt to determine how the superseded data were derived.
 SF0101
 SF0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN3666537970(NAD 83)
 SF0101_MARKER: DD = SURVEY DISK
 SF0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF0101_SP_SET: CONCRETE POST
 SF0101_STAMPING: S 78 76 1976
 SF0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF0101+STABILITY: SURFACE MOTION
 SF0101
 SF0101  HISTORY     - Date     Condition        Report By
 SF0101  HISTORY     - 1976     MONUMENTED       IBC
 SF0101  HISTORY     - 1978     GOOD             NGS
 SF0101
 SF0101                          STATION DESCRIPTION
 SF0101
 SF0101'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1976 (CRM)
 SF0101'THE MONUMENT IS LOCATED ABOUT 4-1/2 MILES WEST-NORTHWEST OF
 SF0101'UPPER FRENCHVILLE, MAINE, ON HIGHWAY RIGHT-OF-WAY, NEAR THE
 SF0101'NORTHEAST CORNER OF A SMALL POND, AND AT THE BASE OF A GRASSY
 SF0101'SLOPE THAT IS ABOUT 10 FEET HIGH.
 SF0101'
 SF0101'TO REACH FROM THE HOSPITAL IN FORT KENT, MAINE GO EASTERLY ON
 SF0101'U.S. HIGHWAY 1 FOR 4.7 MILES TO THE MONUMENT ON THE RIGHT,
 SF0101'SOUTH, SIDE OF THE HIGHWAY.  THIS IS ABOUT 100 FEET BEFORE
 SF0101'REACHING A ONE-STORY HOUSE ON THE RIGHT.
 SF0101'
 SF0101'THE REFERENCE MONUMENT, STAMPED S-78-76 1976, IS A BRONZE,
 SF0101'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0101'POST THAT IS 18 INCHES IN DIAMETER, PROJECTS 3 INCHES, AND IS ABOUT
 SF0101'3 FEET HIGHER THAN THE HIGHWAY.  IT IS 22.2 METERS EAST-SOUTHEAST
 SF0101'OF A POWER POLE, 10.2 METERS SOUTH OF THE CENTERLINE OF THE
 SF0101'HIGHWAY, AND 2.10 METERS SOUTHWEST OF A STEEL WITNESS POST WITH
 SF0101'METAL SIGN ATTACHED.
 SF0101'
 SF0101'REFERENCE MARK 1, STAMPED S-78-76 1 1976, IS A BRONZE, REFERENCE
 SF0101'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0101'12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 10.2
 SF0101'METERS SOUTH OF THE CENTERLINE OF THE HIGHWAY, 4.68 METERS
 SF0101'EAST-SOUTHEAST OF THE WITNESS POST, AND 0.38 METER LOWER THAN
 SF0101'THE REFERENCE MONUMENT.
 SF0101'
 SF0101'REFERENCE MARK 2, STAMPED S-78-76 2 1976, IS A BRONZE, REFERENCE
 SF0101'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0101'12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 12.44
 SF0101'METERS WEST OF THE WITNESS POST, 11.5 METERS EAST-SOUTHEAST OF
 SF0101'A POWER POLE, 10.3 METERS SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 SF0101'AND 0.14 METER HIGHER THAN THE REFERENCE MONUMENT.
 SF0101
 SF0101                          STATION RECOVERY (1978)
 SF0101
 SF0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 SF0101'5.75 MI NE FROM FORT KENT.
 SF0101'5.75 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF STATE
 SF0101'HIGHWAY 11 AT FORT KENT, OPPOSITE AND SOUTHWEST OF THE Y JUNCTION OF
 SF0101'A DIRT ROAD LEADING NORTHWEST, 33.9 FT. SOUTH OF THE CENTER LINE OF
 SF0101'THE HIGHWAY, 141.5 FT. SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE,
 SF0101'73.2 FT. EAST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0098 ***********************************************************************
 SF0098  DESIGNATION -  REFERENCE MON S 79 76
 SF0098  PID         -  SF0098
 SF0098  STATE/COUNTY-  ME/AROOSTOOK
 SF0098  USGS QUAD   -  FORT KENT NORTH (1985)
 SF0098
 SF0098                         *CURRENT SURVEY CONTROL
 SF0098  ___________________________________________________________________
 SF0098* NAD 83(1996)-  47 17 32.45932(N)    068 31 23.38351(W)     ADJUSTED  
 SF0098* NAVD 88     -       164.605  (meters)     540.04   (feet)  ADJUSTED  
 SF0098  ___________________________________________________________________
 SF0098  LAPLACE CORR-           6.34  (seconds)                    DEFLEC99
 SF0098  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 SF0098  DYNAMIC HT  -         164.629 (meters)     540.12  (feet)  COMP
 SF0098  MODELED GRAV-     980,755.9   (mgal)                       NAVD 88
 SF0098
 SF0098  HORZ ORDER  -  SECOND
 SF0098  VERT ORDER  -  FIRST     CLASS II
 SF0098
 SF0098.The horizontal coordinates were established by classical geodetic methods
 SF0098.and adjusted by the National Geodetic Survey in March 1998..
 SF0098
 SF0098.The orthometric height was determined by differential leveling
 SF0098.and adjusted by the National Geodetic Survey in June 1991..
 SF0098
 SF0098.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0098
 SF0098.The geoid height was determined by GEOID03.
 SF0098
 SF0098.The dynamic height is computed by dividing the NAVD 88
 SF0098.geopotential number by the normal gravity value computed on the
 SF0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0098.degrees latitude (g = 980.6199 gals.).
 SF0098
 SF0098.The modeled gravity was interpolated from observed gravity values.
 SF0098
 SF0098;                    North         East     Units Scale Factor Converg.
 SF0098;SPC ME E     -   402,922.541   298,248.192   MT  0.99990004   -0 01 01.3
 SF0098;UTM  19      - 5,237,762.961   536,053.629   MT  0.99961597   +0 21 01.4
 SF0098
 SF0098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0098!SPC ME E     -   0.99997801  x   0.99990004  =   0.99987805
 SF0098!UTM  19      -   0.99997801  x   0.99961597  =   0.99959399
 SF0098
 SF0098:                Primary Azimuth Mark                     Grid Az
 SF0098:SPC ME E     -  BAKER BR CATH CH SP IBC 1976             036 52 32.0
 SF0098:UTM  19      -  BAKER BR CATH CH SP IBC 1976             036 30 29.3
 SF0098
 SF0098|---------------------------------------------------------------------|
 SF0098| PID    Reference Object                     Distance      Geod. Az  |
 SF0098|                                                           dddmmss.s |
 SF0098| SF0382 BAKER BR CATH CH SP IBC 1976        APPROX. 1.0 KM 0365130.7 |
 SF0098| DA6278 REFERENCE MON S 79 RM 1               9.383 METERS 05209     |
 SF0098| DA6279 REFERENCE MON S 79 RM 2              13.924 METERS 23905     |
 SF0098| SF0384 REFERENCE MON S 80                  473.102 METERS 2435044.4 |
 SF0098|---------------------------------------------------------------------|
 SF0098
 SF0098                          SUPERSEDED SURVEY CONTROL
 SF0098
 SF0098  NAD 83(1992)-  47 17 32.45414(N)    068 31 23.38019(W) AD(       ) 2
 SF0098  NAD 83(1986)-  47 17 32.46103(N)    068 31 23.37439(W) AD(       ) 2
 SF0098  NAD 27      -  47 17 32.31852(N)    068 31 25.21078(W) AD(       ) 2
 SF0098  NGVD 29 (07/19/86)  165.0    (m)          541.     (f) VERT ANG       
 SF0098
 SF0098.Superseded values are not recommended for survey control.
 SF0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0098.See file dsdata.txt to determine how the superseded data were derived.
 SF0098
 SF0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN3605437763(NAD 83)
 SF0098_MARKER: DD = SURVEY DISK
 SF0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF0098_SP_SET: CONCRETE POST
 SF0098_STAMPING: S 79 76 1976
 SF0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF0098+STABILITY: SURFACE MOTION
 SF0098
 SF0098  HISTORY     - Date     Condition        Report By
 SF0098  HISTORY     - 1976     MONUMENTED       IBC
 SF0098  HISTORY     - 1978     GOOD             NGS
 SF0098
 SF0098                          STATION DESCRIPTION
 SF0098
 SF0098'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1976 (CRM)
 SF0098'THE MONUMENT IS LOCATED ABOUT 4-3/4 MILES WEST-NORTHWEST OF
 SF0098'UPPER FRENCHVILLE, MAINE AND ON HIGHWAY RIGHT-OF-WAY.
 SF0098'
 SF0098'TO REACH FROM THE HOSPITAL IN FORT KENT, MAINE, GO NORTHEASTERLY
 SF0098'ON U.S. HIGHWAY 1 FOR 4.3 MILES TO THE MONUMENT ON THE RIGHT,
 SF0098'SOUTHEAST, SIDE OF THE HIGHWAY.
 SF0098'
 SF0098'THE REFERENCE MONUMENT, STAMPED S-79-76 1976, IS A BRONZE,
 SF0098'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0098'POST THAT IS 18 INCHES IN DIAMETER, FLUSH WITH THE GROUND, AND
 SF0098'ABOUT 6 FEET HIGHER THAN THE HIGHWAY.  IT IS 13.4 METERS SOUTHEAST
 SF0098'OF THE CENTERLINE OF THE HIGHWAY, 8.1 METERS SOUTHWEST OF POWER
 SF0098'POLE NO. 191, AND 2.14 METERS EAST-SOUTHEAST OF A STEEL WITNESS
 SF0098'POST WITH METAL SIGN ATTACHED.
 SF0098'
 SF0098'REFERENCE MARK 1, STAMPED S-79-76 1 1976, IS A BRONZE, REFERENCE
 SF0098'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0098'12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 12.5 METERS
 SF0098'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 10.65 METERS
 SF0098'EAST-NORTHEAST OF THE WITNESS POST, 2.3 METERS EAST OF POWER POLE
 SF0098'NO. 191, AND 1.17 METERS LOWER THAN THE REFERENCE MONUMENT.
 SF0098'
 SF0098'REFERENCE MARK 2, STAMPED S-79-76 2 1976, IS A BRONZE, REFERENCE
 SF0098'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0098'12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 13.2 METERS
 SF0098'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 12.66 METERS
 SF0098'SOUTHWEST OF THE WITNESS POST, AND 0.55 METER HIGHER THAN THE
 SF0098'REFERENCE MONUMENT.
 SF0098
 SF0098                          STATION RECOVERY (1978)
 SF0098
 SF0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 SF0098'5.3 MI NE FROM FORT KENT.
 SF0098'5.3 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF STATE
 SF0098'HIGHWAY 11, ON A 6.0 FT. BANK, 44.8 FT. SOUTHEAST OF THE CENTER LINE
 SF0098'OF THE HIGHWAY, 26.2 FT. SOUTHWEST OF POWER POLE 191.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0384 ***********************************************************************
 SF0384  DESIGNATION -  REFERENCE MON S 80
 SF0384  PID         -  SF0384
 SF0384  STATE/COUNTY-  ME/AROOSTOOK
 SF0384  USGS QUAD   -  FORT KENT NORTH (1985)
 SF0384
 SF0384                         *CURRENT SURVEY CONTROL
 SF0384  ___________________________________________________________________
 SF0384* NAD 83(1996)-  47 17 25.70614(N)    068 31 43.59403(W)     ADJUSTED  
 SF0384* NAVD 88     -       160.6    (meters)     527.     (feet)  VERTCON   
 SF0384  ___________________________________________________________________
 SF0384  LAPLACE CORR-           6.52  (seconds)                    DEFLEC99
 SF0384  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 SF0384
 SF0384  HORZ ORDER  -  SECOND
 SF0384
 SF0384.The horizontal coordinates were established by classical geodetic methods
 SF0384.and adjusted by the National Geodetic Survey in March 1998..
 SF0384
 SF0384.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0384.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0384
 SF0384.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0384
 SF0384.The geoid height was determined by GEOID03.
 SF0384
 SF0384;                    North         East     Units Scale Factor Converg.
 SF0384;SPC ME E     -   402,714.149   297,823.511   MT  0.99990006   -0 01 16.1
 SF0384;UTM  19      - 5,237,551.911   535,630.414   MT  0.99961560   +0 20 46.5
 SF0384
 SF0384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0384!SPC ME E     -   0.99997864  x   0.99990006  =   0.99987870
 SF0384!UTM  19      -   0.99997864  x   0.99961560  =   0.99959425
 SF0384
 SF0384:                Primary Azimuth Mark                     Grid Az
 SF0384:SPC ME E     -  REFERENCE MON C 74                       009 47 37.8
 SF0384:UTM  19      -  REFERENCE MON C 74                       009 25 35.2
 SF0384
 SF0384|---------------------------------------------------------------------|
 SF0384| PID    Reference Object                     Distance      Geod. Az  |
 SF0384|                                                           dddmmss.s |
 SF0384| SF0383 REFERENCE MON C 74                  APPROX. 0.7 KM 0094621.7 |
 SF0384| SF0382 BAKER BR CATH CH SP IBC 1976        APPROX. 1.4 KM 0452923.8 |
 SF0384| DA6282 REFERENCE MON S 80 RM 1              16.476 METERS 06455     |
 SF0384| DA6283 REFERENCE MON S 80 RM 2              24.847 METERS 14450     |
 SF0384|---------------------------------------------------------------------|
 SF0384
 SF0384                          SUPERSEDED SURVEY CONTROL
 SF0384
 SF0384  NAD 83(1992)-  47 17 25.70089(N)    068 31 43.59077(W) AD(       ) 2
 SF0384  NAD 83(1986)-  47 17 25.70781(N)    068 31 43.58500(W) AD(       ) 2
 SF0384  NAD 27      -  47 17 25.56545(N)    068 31 45.42107(W) AD(       ) 2
 SF0384  NGVD 29 (07/19/86)  160.7    (m)          527.     (f) VERT ANG       
 SF0384
 SF0384.Superseded values are not recommended for survey control.
 SF0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0384.See file dsdata.txt to determine how the superseded data were derived.
 SF0384
 SF0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN3563037552(NAD 83)
 SF0384_MARKER: Z = SEE DESCRIPTION
 SF0384_SETTING: 0 = UNSPECIFIED SETTING
 SF0384
 SF0384  HISTORY     - Date     Condition        Report By
 SF0384  HISTORY     - 1976     MONUMENTED       IBC
 SF0384
 SF0384                          STATION DESCRIPTION
 SF0384
 SF0384'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1976 (CRM)
 SF0384'THE MONUMENT IS LOCATED ABOUT 4-1/4 MILES NORTHEAST OF FT. KENT,
 SF0384'MAINE, 150 FEET NORTHWEST OF U.S. HIGHWAY 1, AND ON A LOW CUT
 SF0384'BANK ON RAILROAD RIGHT-OF-WAY.
 SF0384'
 SF0384'TO REACH FROM THE HOSPITAL IN FT. KENT, GO NORTHEASTERLY ON
 SF0384'U.S. HIGHWAY 1 FOR 4.0 MILES TO THE RESIDENCE OF A.H. DAIGLE ON
 SF0384'THE RIGHT AND THE MONUMENT ON THE LEFT, NORTHWEST, SIDE OF
 SF0384'THE HIGHWAY.
 SF0384'
 SF0384'THE REFERENCE MONUMENT, STAMPED S-80-76 1976, IS A BRONZE,
 SF0384'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0384'POST THAT IS 18 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT
 SF0384'IS 11.2 METERS NORTHWEST OF THE NORTHWEST RAIL OF THE RAILROAD,
 SF0384'2.11 METERS SOUTHEAST OF A STEEL WITNESS POST WITH METAL SIGN
 SF0384'ATTACHED, AND ABOUT 5 FEET HIGHER THAN THE RAILROAD.
 SF0384'
 SF0384'REFERENCE MARK 1, STAMPED S-80-76 1 1976, IS A BRONZE, REFERENCE
 SF0384'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT
 SF0384'IS 12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 16.82
 SF0384'METERS SOUTHEAST OF THE WITNESS POST, 9.1 METERS NORTHWEST OF
 SF0384'THE NORTHWEST RAIL, AND 1.04 METERS LOWER THAN THE REFERENCE
 SF0384'MONUMENT.
 SF0384'
 SF0384'REFERENCE MARK 2, STAMPED S-80-76 2 1976, IS A BRONZE, REFERENCE
 SF0384'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT
 SF0384'IS 12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 26.92
 SF0384'FEET SOUTH-SOUTHEAST OF THE WITNESS POST, 12.0 METERS SOUTHEAST
 SF0384'OF THE SOUTHEAST RAIL, 10.6 METERS NORTHWEST OF THE CENTERLINE
 SF0384'OF THE HIGHWAY, AND 0.27 METER HIGHER THAN THE REFERENCE
 SF0384'MONUMENT.
 SF0384'
 SF0384'NOTE--THE REFERENCE MARKS WERE LOCATED WITH SUCH CHECKS AND
 SF0384'ACCURACY THAT THEY MAY BE USED IN LIEU OF LOST REFERENCE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0095 ***********************************************************************
 SF0095  DESIGNATION -  REFERENCE MON S 81 76
 SF0095  PID         -  SF0095
 SF0095  STATE/COUNTY-  ME/AROOSTOOK
 SF0095  USGS QUAD   -  FORT KENT NORTH (1985)
 SF0095
 SF0095                         *CURRENT SURVEY CONTROL
 SF0095  ___________________________________________________________________
 SF0095* NAD 83(1996)-  47 17 02.58532(N)    068 32 09.44213(W)     ADJUSTED  
 SF0095* NAVD 88     -       180.870  (meters)     593.40   (feet)  ADJUSTED  
 SF0095  ___________________________________________________________________
 SF0095  LAPLACE CORR-           6.84  (seconds)                    DEFLEC99
 SF0095  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 SF0095  DYNAMIC HT  -         180.896 (meters)     593.49  (feet)  COMP
 SF0095  MODELED GRAV-     980,753.6   (mgal)                       NAVD 88
 SF0095
 SF0095  HORZ ORDER  -  SECOND
 SF0095  VERT ORDER  -  FIRST     CLASS II
 SF0095
 SF0095.The horizontal coordinates were established by classical geodetic methods
 SF0095.and adjusted by the National Geodetic Survey in March 1998..
 SF0095
 SF0095.The orthometric height was determined by differential leveling
 SF0095.and adjusted by the National Geodetic Survey in June 1991..
 SF0095
 SF0095.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0095
 SF0095.The geoid height was determined by GEOID03.
 SF0095
 SF0095.The dynamic height is computed by dividing the NAVD 88
 SF0095.geopotential number by the normal gravity value computed on the
 SF0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0095.degrees latitude (g = 980.6199 gals.).
 SF0095
 SF0095.The modeled gravity was interpolated from observed gravity values.
 SF0095
 SF0095;                    North         East     Units Scale Factor Converg.
 SF0095;SPC ME E     -   402,000.420   297,280.118   MT  0.99990009   -0 01 35.1
 SF0095;UTM  19      - 5,236,834.917   535,091.762   MT  0.99961513   +0 20 27.4
 SF0095
 SF0095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0095!SPC ME E     -   0.99997546  x   0.99990009  =   0.99987555
 SF0095!UTM  19      -   0.99997546  x   0.99961513  =   0.99959060
 SF0095
 SF0095|---------------------------------------------------------------------|
 SF0095| PID    Reference Object                     Distance      Geod. Az  |
 SF0095|                                                           dddmmss.s |
 SF0095| DA6284 REFERENCE MON S 81 RM 1               6.536 METERS 04708     |
 SF0095| DA6285 REFERENCE MON S 81 RM 2               6.975 METERS 22710     |
 SF0095| SF0410 REFERENCE MON S 81A RM 2            220.624 METERS 23347     |
 SF0095| SF0411 TEMP IBC 1976                       222.732 METERS 23357     |
 SF0095| SF0388 REFERENCE MON C 76A                 APPROX. 0.8 KM 2923525.4 |
 SF0095|---------------------------------------------------------------------|
 SF0095
 SF0095                          SUPERSEDED SURVEY CONTROL
 SF0095
 SF0095  NAD 83(1992)-  47 17 02.58012(N)    068 32 09.43873(W) AD(       ) 2
 SF0095  NAD 83(1986)-  47 17 02.58703(N)    068 32 09.43306(W) AD(       ) 2
 SF0095  NAD 27      -  47 17 02.44483(N)    068 32 11.26922(W) AD(       ) 2
 SF0095  NGVD 29 (07/19/86)  181.2    (m)          594.     (f) VERT ANG       
 SF0095
 SF0095.Superseded values are not recommended for survey control.
 SF0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0095.See file dsdata.txt to determine how the superseded data were derived.
 SF0095
 SF0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN3509236835(NAD 83)
 SF0095_MARKER: DD = SURVEY DISK
 SF0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF0095_SP_SET: CONCRETE POST
 SF0095_STAMPING: S 81 76 1976
 SF0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF0095+STABILITY: SURFACE MOTION
 SF0095
 SF0095  HISTORY     - Date     Condition        Report By
 SF0095  HISTORY     - 1976     MONUMENTED       IBC
 SF0095  HISTORY     - 1978     GOOD             NGS
 SF0095
 SF0095                          STATION DESCRIPTION
 SF0095
 SF0095'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1976 (CRM)
 SF0095'THE MONUMENT IS LOCATED ABOUT 3-1/4 MILES NORTHEAST OF FT. KENT,
 SF0095'MAINE AND ON HIGHWAY RIGHT-OF-WAY.
 SF0095'
 SF0095'TO REACH FROM THE HOSPITAL IN FT. KENT, GO NORTHEASTERLY ON
 SF0095'U.S. HIGHWAY 1 FOR 3.3 MILES TO A STONE HOUSE ON THE
 SF0095'RIGHT.  CONTINUE AHEAD, NORTHEAST, ON U.S. HIGHWAY 1 FOR 0.1 MILE
 SF0095'TO THE MONUMENT ON THE RIGHT, SOUTHEAST, SIDE OF THE HIGHWAY.
 SF0095'
 SF0095'THE REFERENCE MONUMENT, STAMPED S-81-76 1976, IS A BRONZE,
 SF0095'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0095'POST THAT IS 18 INCHES IN DIAMETER AND PROJECTS 4 INCHES.  IT
 SF0095'IS 40 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 16 FEET
 SF0095'EAST OF A POWER POLE, AND 5.4 FEET NORTHWEST OF A STEEL WITNESS
 SF0095'POST WITH THE METAL SIGN ATTACHED.
 SF0095'
 SF0095'REFERENCE MARK 1, STAMPED S-81-76 1 1976, IS A BRONZE, REFERENCE
 SF0095'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT
 SF0095'IS 12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 40
 SF0095'FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 22.6 FEET
 SF0095'EAST-NORTHEAST OF THE WITNESS POST, AND 0.78 METER LOWER THAN
 SF0095'THE REFERENCE MONUMENT.
 SF0095'
 SF0095'REFERENCE MARK 2, STAMPED S-81-76 2 1976, IS A BRONZE, REFERENCE
 SF0095'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0095'12 INCHES IN DIAMETER AND PROJECTS 3 INCHES.  IT IS 39 FEET
 SF0095'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 23.2 FEET
 SF0095'WEST-SOUTHWEST OF THE WITNESS POST, 13 FEET SOUTH OF A POWER POLE,
 SF0095'AND 0.02 METER LOWER THAN THE REFERENCE MONUMENT.
 SF0095
 SF0095                          STATION RECOVERY (1978)
 SF0095
 SF0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 SF0095'4.45 MI NE FROM FORT KENT.
 SF0095'4.45 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF STATE
 SF0095'HIGHWAY 11 AT FT. KENT, 39.9 FT. SOUTHEAST OF THE CENTER LINE OF THE
 SF0095'CENTER LINE OF THE HIGHWAY, 16.0 FT. EAST OF POWER POLE 162.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0385 ***********************************************************************
 SF0385  DESIGNATION -  REFERENCE MON S 81A
 SF0385  PID         -  SF0385
 SF0385  STATE/COUNTY-  ME/AROOSTOOK
 SF0385  USGS QUAD   -  FORT KENT NORTH (1985)
 SF0385
 SF0385                         *CURRENT SURVEY CONTROL
 SF0385  ___________________________________________________________________
 SF0385* NAD 83(1996)-  47 16 58.64138(N)    068 32 18.40756(W)     ADJUSTED  
 SF0385* NAVD 88     -       181.2    (meters)     594.     (feet)  VERTCON   
 SF0385  ___________________________________________________________________
 SF0385  LAPLACE CORR-           6.90  (seconds)                    DEFLEC99
 SF0385  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 SF0385
 SF0385  HORZ ORDER  -  SECOND
 SF0385
 SF0385.The horizontal coordinates were established by classical geodetic methods
 SF0385.and adjusted by the National Geodetic Survey in March 1998..
 SF0385
 SF0385.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0385.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0385
 SF0385.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0385
 SF0385.The geoid height was determined by GEOID03.
 SF0385
 SF0385;                    North         East     Units Scale Factor Converg.
 SF0385;SPC ME E     -   401,878.724   297,091.674   MT  0.99990010   -0 01 41.7
 SF0385;UTM  19      - 5,236,712.050   534,904.155   MT  0.99961497   +0 20 20.8
 SF0385
 SF0385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0385!SPC ME E     -   0.99997541  x   0.99990010  =   0.99987551
 SF0385!UTM  19      -   0.99997541  x   0.99961497  =   0.99959039
 SF0385
 SF0385|---------------------------------------------------------------------|
 SF0385| PID    Reference Object                     Distance      Geod. Az  |
 SF0385|                                                           dddmmss.s |
 SF0385| DA6286 REFERENCE MON S 81A RM 1              6.325 METERS 05525     |
 SF0385| SF0410 REFERENCE MON S 81A RM 2             13.448 METERS 12923     |
 SF0385| SF0411 TEMP IBC 1976                        12.455 METERS 13805     |
 SF0385|---------------------------------------------------------------------|
 SF0385
 SF0385                          SUPERSEDED SURVEY CONTROL
 SF0385
 SF0385  NAD 83(1992)-  47 16 58.63608(N)    068 32 18.40431(W) AD(       ) 2
 SF0385  NAD 83(1986)-  47 16 58.64300(N)    068 32 18.39866(W) AD(       ) 2
 SF0385  NAD 27      -  47 16 58.50086(N)    068 32 20.23467(W) AD(       ) 2
 SF0385  NGVD 29 (07/19/86)  181.3    (m)          595.     (f) VERT ANG       
 SF0385
 SF0385.Superseded values are not recommended for survey control.
 SF0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0385.See file dsdata.txt to determine how the superseded data were derived.
 SF0385
 SF0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN3490436712(NAD 83)
 SF0385
 SF0385  HISTORY     - Date     Condition        Report By
 SF0385  HISTORY     - 1954     MONUMENTED       IBC
 SF0385  HISTORY     - 1976     SEE DESCRIPTION  NGS
 SF0385
 SF0385                          STATION DESCRIPTION
 SF0385
 SF0385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CRM)
 SF0385'THE MONUMENT WAS RECOVERED IN GOOD CONDITION.  TWO REFERENCE
 SF0385'MARKS WERE ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 SF0385'
 SF0385'THE MONUMENT IS LOCATED ABOUT 3 MILES NORTHEAST OF FT. KENT,
 SF0385'MAINE AND ON PROPERTY OWNED BY MR. MERLE RAINEY.
 SF0385'
 SF0385'TO REACH FROM THE HOSPITAL IN FT. KENT, GO NORTHEAST AND EAST
 SF0385'ON U.S. HIGHWAY 1 FOR 3.3 MILES TO THE RESIDENCE OF MR. RAINEY
 SF0385'ON THE RIGHT AND THE MONUMENT ON THE LEFT, NORTH, SIDE OF THE
 SF0385'HIGHWAY.  THE RAINEY RESIDENCE IS A ONE-STORY HOUSE AND IS
 SF0385'THE FIRST HOUSE EAST OF A STONE HOUSE.
 SF0385'
 SF0385'THE REFERENCE MONUMENT, STAMPED S 81 A 54, IS A BRONZE,
 SF0385'TRIANGULATION STATION DISK SET IN THE TOP OF A 12-INCH SQUARE,
 SF0385'CONCRETE POST THAT PROJECTS 5 INCHES AND IS SURROUNDED BY
 SF0385'SEVERAL LARGE ROCKS.  IT IS 63 FEET NORTH-NORTHWEST OF THE
 SF0385'CENTERLINE OF THE HIGHWAY AND 10.1 FEET NORTH-NORTHWEST OF A
 SF0385'STEEL WITNESS POST WITH METAL SIGN ATTACHED.
 SF0385'
 SF0385'REFERENCE MARK 1, STAMPED S-81A-54 1 1976, IS A BRONZE, REFERENCE
 SF0385'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT
 SF0385'IS 12 INCHES IN DIAMETER AND PROJECTS 1 INCH.  IT IS 61 FEET
 SF0385'NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 23.0 FEET
 SF0385'NORTH OF THE WITNESS POST.  IT IS 0.22 METER LOWER THAN THE
 SF0385'REFERENCE MONUMENT.
 SF0385'
 SF0385'REFERENCE MARK 2, STAMPED S-81A-54 2 1976, IS A BRONZE, REFERENCE
 SF0385'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT
 SF0385'IS 12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 34.8
 SF0385'FEET SOUTHEAST OF THE WITNESS POST, 19 FEET NORTH-NORTHWEST OF
 SF0385'THE CENTERLINE OF THE HIGHWAY, 2 FEET NORTH-NORTHWEST OF A
 SF0385'GUARD RAIL, AND 4.20 METERS HIGHER THAN THE REFERENCE MONUMENT.
 SF0385'
 SF0385'TEMP 1976 IS AN UNSTAMPED, BRONZE DISK RIVETED TO A COPPER
 SF0385'COATED STEEL ROD THAT IS DRIVEN FLUSH WITH THE GROUND.  IT IS
 SF0385'31.6 FEET SOUTHEAST OF THE WITNESS POST, 22 FEET NORTH-NORTHWEST
 SF0385'OF THE CENTERLINE OF THE HIGHWAY, 5 FEET NORTH-NORTHWEST OF THE
 SF0385'GUARD RAIL, AND 3.96 METERS HIGHER THAN THE REFERENCE MONUMENT.
 SF0385'
 SF0385'NOTE--THE REFERENCE MARKS WERE LOCATED WITH SUCH CHECKS AND
 SF0385'ACCURACY THAT THEY MAY BE USED IN LIEU OF LOST REFERENCE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0410 ***********************************************************************
 SF0410  DESIGNATION -  REFERENCE MON S 81A RM 2
 SF0410  PID         -  SF0410
 SF0410  STATE/COUNTY-  ME/AROOSTOOK
 SF0410  USGS QUAD   -  FORT KENT NORTH (1985)
 SF0410
 SF0410                         *CURRENT SURVEY CONTROL
 SF0410  ___________________________________________________________________
 SF0410* NAD 83(1996)-  47 16 58.36503(N)    068 32 17.91299(W)     ADJUSTED  
 SF0410* NAVD 88     -       185.4    (meters)     608.     (feet)  VERTCON   
 SF0410  ___________________________________________________________________
 SF0410  LAPLACE CORR-           6.90  (seconds)                    DEFLEC99
 SF0410  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 SF0410
 SF0410  HORZ ORDER  -  SECOND
 SF0410
 SF0410.The horizontal coordinates were established by classical geodetic methods
 SF0410.and adjusted by the National Geodetic Survey in March 1998..
 SF0410
 SF0410.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0410.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0410
 SF0410.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0410
 SF0410.The geoid height was determined by GEOID03.
 SF0410
 SF0410;                    North         East     Units Scale Factor Converg.
 SF0410;SPC ME E     -   401,870.186   297,102.062   MT  0.99990010   -0 01 41.3
 SF0410;UTM  19      - 5,236,703.581   534,914.595   MT  0.99961498   +0 20 21.2
 SF0410
 SF0410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0410!SPC ME E     -   0.99997475  x   0.99990010  =   0.99987486
 SF0410!UTM  19      -   0.99997475  x   0.99961498  =   0.99958974
 SF0410
 SF0410|---------------------------------------------------------------------|
 SF0410| PID    Reference Object                     Distance      Geod. Az  |
 SF0410|                                                           dddmmss.s |
 SF0410| SF0095 REFERENCE MON S 81 76               220.624 METERS 05347     |
 SF0410| SF0411 TEMP IBC 1976                         2.200 METERS 25030     |
 SF0410| SF0385 REFERENCE MON S 81A                  13.448 METERS 30923     |
 SF0410| DA6286 REFERENCE MON S 81A RM 1             13.195 METERS 33649     |
 SF0410|---------------------------------------------------------------------|
 SF0410
 SF0410                          SUPERSEDED SURVEY CONTROL
 SF0410
 SF0410  NAD 83(1992)-  47 16 58.35973(N)    068 32 17.90974(W) AD(       ) 2
 SF0410  NAD 83(1986)-  47 16 58.36664(N)    068 32 17.90408(W) AD(       ) 2
 SF0410  NAD 27      -  47 16 58.22451(N)    068 32 19.74013(W) AD(       ) 2
 SF0410  NGVD 29 (07/19/86)  185.5    (m)          609.     (f) VERT ANG       
 SF0410
 SF0410.Superseded values are not recommended for survey control.
 SF0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0410.See file dsdata.txt to determine how the superseded data were derived.
 SF0410
 SF0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN3491536704(NAD 83)
 SF0410_MARKER: Z = SEE DESCRIPTION
 SF0410_SETTING: 0 = UNSPECIFIED SETTING
 SF0410
 SF0410  HISTORY     - Date     Condition        Report By
 SF0410  HISTORY     - 1976     MONUMENTED       IBC
 SF0410
 SF0410                          STATION DESCRIPTION
 SF0410
 SF0410'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1976 (CRM)
 SF0410'THE STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF FT. KENT,
 SF0410'MAINE AND ON HIGHWAY RIGHT-OF-WAY.
 SF0410'
 SF0410'TO REACH FROM THE HOSPITAL IN FT. KENT, GO NORTHEAST AND EAST ON
 SF0410'U.S. HIGHWAY 1 FOR 3.3 MILES TO THE RESIDENCE OF MR. MERLE
 SF0410'RAINEY ON THE RIGHT AND THE MONUMENT ON THE LEFT, NORTH, SIDE
 SF0410'OF THE HIGHWAY.  THE RAINEY RESIDENCE IS A ONE STORY HOUSE AND
 SF0410'IS THE FIRST HOUSE EAST OF A STONE HOUSE.
 SF0410'
 SF0410'THE STATION MARK, STAMPED S-81A-54 2 1976, IS A BRONZE,
 SF0410'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0410'POST THAT IS 12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT
 SF0410'IS 34.8 FEET SOUTHEAST OF A STEEL WITNESS POST SIGN WITH METAL
 SF0410'SIGN ATTACHED, 19 FEET NORTH-NORTHWEST OF THE CENTERLINE OF THE
 SF0410'HIGHWAY, AND 2 FEET NORTH-NORTHWEST OF A GUARD RAIL.
 SF0410'
 SF0410'REFERENCE MONUMENT S-81A-54, STAMPED S 81 A 54, IS A BRONZE,
 SF0410'TRIANGULATION STATION DISK SET IN THE TOP OF A 12-INCH SQUARE,
 SF0410'CONCRETE POST THAT PROJECTS 5 INCHES AND IS SURROUNDED BY
 SF0410'SEVERAL LARGE ROCKS.  IT IS 63 FEET NORTH-NORTHWEST OF THE
 SF0410'CENTERLINE OF THE HIGHWAY, 10.1 FEET NORTH-NORTHWEST OF THE
 SF0410'WITNESS POST, AND 4.20 METERS LOWER THAN THE STATION.
 SF0410'
 SF0410'REFERENCE MARK 1 FOR REFERENCE MONUMENT S-81A-54, STAMPED
 SF0410'S-81A-54 1 1976, IS A BRONZE, REFERENCE MARK DISK SET IN THE TOP
 SF0410'OF A CYLINDRICAL, CONCRETE POST THAT IS 12 INCHES IN DIAMETER
 SF0410'AND PROJECTS 1 INCH.  IT IS 61 FEET NORTH-NORTHWEST OF THE
 SF0410'CENTERLINE OF THE HIGHWAY, 23.0 FEET NORTH OF THE WITNESS POST,
 SF0410'AND 4.42 METERS LOWER THAN THE STATION.
 SF0410'
 SF0410'TEMP 1976 IS AN UNSTAMPED, BRONZE DISK RIVETED TO A COPPER-COATED
 SF0410'STEEL ROD THAT IS DRIVEN FLUSH WITH THE GROUND.  IT IS
 SF0410'31.6 FEET SOUTHEAST OF THE WITNESS POST, 22 FEET NORTH-NORTHWEST
 SF0410'OF THE CENTERLINE OF THE HIGHWAY, 5 FEET NORTH-NORTHWEST OF THE
 SF0410'GUARD RAIL, AND 0.24 METER LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0093 ***********************************************************************
 SF0093  DESIGNATION -  REFERENCE MON S 82
 SF0093  PID         -  SF0093
 SF0093  STATE/COUNTY-  ME/AROOSTOOK
 SF0093  USGS QUAD   -  FORT KENT NORTH (1985)
 SF0093
 SF0093                         *CURRENT SURVEY CONTROL
 SF0093  ___________________________________________________________________
 SF0093* NAD 83(1996)-  47 16 45.93850(N)    068 33 04.86438(W)     ADJUSTED  
 SF0093* NAVD 88     -       192.509  (meters)     631.59   (feet)  ADJUSTED  
 SF0093  ___________________________________________________________________
 SF0093  LAPLACE CORR-           6.98  (seconds)                    DEFLEC99
 SF0093  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 SF0093  DYNAMIC HT  -         192.537 (meters)     631.68  (feet)  COMP
 SF0093  MODELED GRAV-     980,752.0   (mgal)                       NAVD 88
 SF0093
 SF0093  HORZ ORDER  -  SECOND
 SF0093  VERT ORDER  -  FIRST     CLASS II
 SF0093
 SF0093.The horizontal coordinates were established by classical geodetic methods
 SF0093.and adjusted by the National Geodetic Survey in March 1998..
 SF0093
 SF0093.The orthometric height was determined by differential leveling
 SF0093.and adjusted by the National Geodetic Survey in June 1991..
 SF0093
 SF0093.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0093
 SF0093.The geoid height was determined by GEOID03.
 SF0093
 SF0093.The dynamic height is computed by dividing the NAVD 88
 SF0093.geopotential number by the normal gravity value computed on the
 SF0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0093.degrees latitude (g = 980.6199 gals.).
 SF0093
 SF0093.The modeled gravity was interpolated from observed gravity values.
 SF0093
 SF0093;                    North         East     Units Scale Factor Converg.
 SF0093;SPC ME E     -   401,487.031   296,115.229   MT  0.99990019   -0 02 15.8
 SF0093;UTM  19      - 5,236,314.218   533,930.520   MT  0.99961415   +0 19 46.6
 SF0093
 SF0093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0093!SPC ME E     -   0.99997364  x   0.99990019  =   0.99987383
 SF0093!UTM  19      -   0.99997364  x   0.99961415  =   0.99958780
 SF0093
 SF0093|---------------------------------------------------------------------|
 SF0093| PID    Reference Object                     Distance      Geod. Az  |
 SF0093|                                                           dddmmss.s |
 SF0093| DA6287 REFERENCE MON S 82 RM 1               9.210 METERS 24212     |
 SF0093| SF0412 REFERENCE MON S 82 RM 2               5.285 METERS 29438     |
 SF0093|---------------------------------------------------------------------|
 SF0093
 SF0093                          SUPERSEDED SURVEY CONTROL
 SF0093
 SF0093  NAD 83(1992)-  47 16 45.93320(N)    068 33 04.86086(W) AD(       ) 2
 SF0093  NAD 83(1986)-  47 16 45.94017(N)    068 33 04.85526(W) AD(       ) 2
 SF0093  NAD 27      -  47 16 45.79854(N)    068 33 06.69043(W) AD(       ) 2
 SF0093  NGVD 29 (07/19/86)  192.9    (m)          633.     (f) VERT ANG       
 SF0093
 SF0093.Superseded values are not recommended for survey control.
 SF0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0093.See file dsdata.txt to determine how the superseded data were derived.
 SF0093
 SF0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN3393136314(NAD 83)
 SF0093_MARKER: Z = SEE DESCRIPTION
 SF0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF0093_SP_SET: CONCRETE POST
 SF0093_STAMPING: 82
 SF0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF0093+STABILITY: SURFACE MOTION
 SF0093
 SF0093  HISTORY     - Date     Condition        Report By
 SF0093  HISTORY     - 1910     MONUMENTED       IBC
 SF0093  HISTORY     - 1976     SEE DESCRIPTION  NGS
 SF0093  HISTORY     - 1978     GOOD             NGS
 SF0093
 SF0093                          STATION DESCRIPTION
 SF0093
 SF0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CRM)
 SF0093'THE MONUMENT WAS RECOVERED IN GOOD CONDITION ALTHOUGH THE
 SF0093'SUB-BASE IS PARTIALLY EXPOSED.  TWO REFERENCE MARKS WERE
 SF0093'ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 SF0093'
 SF0093'THE MONUMENT IS LOCATED ABOUT 3 MILES NORTHEAST OF FT. KENT,
 SF0093'MAINE, AT THE SOUTHWEST CORNER OF A LOT, ABOUT 200 FEET SOUTH
 SF0093'OF THE HIGHWAY, AND ON PROPERTY OWNED BY MR. JOHN SINCLAIR.  AT
 SF0093'THE PRESENT TIME A MOBILE HOME OCCUPIES THE LOT, BUT MR. SINCLAIR
 SF0093'STATED THAT HE INTENDS TO BUILD A HOUSE THERE IN THE NEAR FUTURE.
 SF0093'
 SF0093'TO REACH FROM THE HOSPITAL IN FT. KENT, GO NORTHEAST AND EAST
 SF0093'ON U.S. HIGHWAY 1 FOR 2.6 MILES TO THE SINCLAIR RESIDENCE AND
 SF0093'THE MONUMENT ON THE RIGHT, SOUTH, SIDE OF THE HIGHWAY.
 SF0093'
 SF0093'THE REFERENCE MONUMENT IS A 10 INCH SQUARE, CONCRETE SPIKE,
 SF0093'PYRAMID-SHAPED ON TOP, THAT PROJECTS 9 INCHES ABOVE A 3-FOOT
 SF0093'SQUARE, CONCRETE BASE.  OVERALL IT PROJECTS ABOUT 3 FEET.  IT
 SF0093'IS 65 FEET SOUTH-SOUTHEAST OF A LONE PINE TREE THAT IS 6 INCHES
 SF0093'IN DIAMETER AND 7.2 FEET SOUTHEAST OF A STEEL WITNESS POST WITH
 SF0093'METAL SIGN ATTACHED.  U.S., NO 82, AND 52 1910 IS CAST IN THE
 SF0093'CONCRETE BASE.
 SF0093'
 SF0093'REFERENCE MARK 1, STAMPED S-82-52 1 1976, IS A BRONZE, REFERENCE
 SF0093'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0093'12 INCHES IN DIAMETER AND PROJECTS 1 INCH.  IT IS 29.9 FEET
 SF0093'SOUTHWEST OF THE WITNESS POST AND 0.68 METER HIGHER THAN THE
 SF0093'REFERENCE MONUMENT.
 SF0093'
 SF0093'REFERENCE MARK 2, STAMPED S-82-52 2 1976, IS A BRONZE, REFERENCE
 SF0093'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0093'12 INCHES IN DIAMETER AND PROJECTS 2 INCHES.  IT IS 11.2 FEET
 SF0093'WEST OF THE WITNESS POST AND 1.34 METER LOWER THAN THE REFERENCE
 SF0093'MONUMENT.
 SF0093
 SF0093                          STATION RECOVERY (1978)
 SF0093
 SF0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 SF0093'3.65 MI NE FROM FORT KENT.
 SF0093'3.65 MILES NORTHEAST ALONG U.S. 1 FROM THE JUNCTION OF STATE HIGHWAY
 SF0093'11, OPPOSITE A METAL QUANSET STYLE BUILDING, AT A BRICK HOUSE, 232.0
 SF0093'FT. SOUTH AND UP HILL FROM THE CENTER LINE OF THE HIGHWAY, 186.0 FT.
 SF0093'SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, A CONCRETE APEX
 SF0093'2.0 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0412 ***********************************************************************
 SF0412  DESIGNATION -  REFERENCE MON S 82 RM 2
 SF0412  PID         -  SF0412
 SF0412  STATE/COUNTY-  ME/AROOSTOOK
 SF0412  USGS QUAD   -  FORT KENT NORTH (1985)
 SF0412
 SF0412                         *CURRENT SURVEY CONTROL
 SF0412  ___________________________________________________________________
 SF0412* NAD 83(1996)-  47 16 46.00984(N)    068 33 05.09296(W)     ADJUSTED  
 SF0412* NAVD 88     -       191.5    (meters)     628.     (feet)  VERTCON   
 SF0412  ___________________________________________________________________
 SF0412  LAPLACE CORR-           6.98  (seconds)                    DEFLEC99
 SF0412  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 SF0412
 SF0412  HORZ ORDER  -  SECOND
 SF0412
 SF0412.The horizontal coordinates were established by classical geodetic methods
 SF0412.and adjusted by the National Geodetic Survey in March 1998..
 SF0412
 SF0412.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0412
 SF0412.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0412
 SF0412.The geoid height was determined by GEOID03.
 SF0412
 SF0412;                    North         East     Units Scale Factor Converg.
 SF0412;SPC ME E     -   401,489.237   296,110.427   MT  0.99990019   -0 02 16.0
 SF0412;UTM  19      - 5,236,316.393   533,925.706   MT  0.99961414   +0 19 46.4
 SF0412
 SF0412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0412!SPC ME E     -   0.99997380  x   0.99990019  =   0.99987399
 SF0412!UTM  19      -   0.99997380  x   0.99961414  =   0.99958795
 SF0412
 SF0412:                Primary Azimuth Mark                     Grid Az
 SF0412:SPC ME E     -  REFERENCE MON C 76A                      029 35 34.9
 SF0412:UTM  19      -  REFERENCE MON C 76A                      029 13 32.5
 SF0412
 SF0412|---------------------------------------------------------------------|
 SF0412| PID    Reference Object                     Distance      Geod. Az  |
 SF0412|                                                           dddmmss.s |
 SF0412| SF0388 REFERENCE MON C 76A                 APPROX. 0.9 KM 0293318.9 |
 SF0412| SF0093 REFERENCE MON S 82                    5.285 METERS 11438     |
 SF0412| DA6287 REFERENCE MON S 82 RM 1               7.307 METERS 20715     |
 SF0412| SF0389 TOP IBC 1976                         73.151 METERS 35350     |
 SF0412|---------------------------------------------------------------------|
 SF0412
 SF0412                          SUPERSEDED SURVEY CONTROL
 SF0412
 SF0412  NAD 83(1992)-  47 16 46.00454(N)    068 33 05.08944(W) AD(       ) 2
 SF0412  NAD 83(1986)-  47 16 46.01151(N)    068 33 05.08384(W) AD(       ) 2
 SF0412  NAD 27      -  47 16 45.86988(N)    068 33 06.91900(W) AD(       ) 2
 SF0412  NGVD 29 (07/19/86)  191.6    (m)          629.     (f) VERT ANG       
 SF0412
 SF0412.Superseded values are not recommended for survey control.
 SF0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0412.See file dsdata.txt to determine how the superseded data were derived.
 SF0412
 SF0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN3392636316(NAD 83)
 SF0412_MARKER: Z = SEE DESCRIPTION
 SF0412_SETTING: 0 = UNSPECIFIED SETTING
 SF0412
 SF0412  HISTORY     - Date     Condition        Report By
 SF0412  HISTORY     - 1976     MONUMENTED       IBC
 SF0412
 SF0412                          STATION DESCRIPTION
 SF0412
 SF0412'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1976 (CRM)
 SF0412'THE STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF FT. KENT,
 SF0412'MAINE, AT THE SOUTHWEST CORNER OF A LOT, ABOUT 200 FEET SOUTH
 SF0412'OF THE HIGHWAY, AND ON PROPERTY OWNED BY MR. JOHN SINCLAIR.  AT
 SF0412'THE PRESENT TIME A MOBILE HOME OCCUPIES THE LOT, BUT MR. SINCLAIR
 SF0412'STATED THAT HE INTENDS TO BUILD A HOUSE THERE IN THE NEAR FUTURE.
 SF0412'
 SF0412'TO REACH FROM THE HOSPITAL IN FT. KENT, GO NORTHEAST AND EAST
 SF0412'ON U.S. HIGHWAY 1 FOR 2.6 MILES TO THE SINCLAIR RESIDENCE AND
 SF0412'THE MONUMENT ON THE RIGHT, SOUTH, SIDE OF THE HIGHWAY.
 SF0412'
 SF0412'THE STATION MARK, STAMPED S-82-52 2 1976, IS A BRONZE, REFERENCE
 SF0412'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0412'12 INCHES IN DIAMETER AND PROJECTS 2 INCHES.  IT IS 11.2 FEET
 SF0412'WEST OF A STEEL WITNESS POST WITH METAL SIGN ATTACHED.
 SF0412'
 SF0412'REFERENCE MONUMENT S-82-52 IS A 10 INCH SQUARE, CONCRETE SPIKE,
 SF0412'PYRAMID-SHAPED ON TOP, THAT PROJECTS 9 INCHES ABOVE A 3-FOOT
 SF0412'SQUARE, CONCRETE BASE.  OVERALL IT PROJECTS ABOUT 3 FEET.  U.S.,
 SF0412'NO 82, AND 52 1910 IS CAST IN THE CONCRETE BASE.  IT IS 65 FEET
 SF0412'SOUTH-SOUTHEAST OF A LONE PINE TREE THAT IS 6 INCHES IN DIAMETER,
 SF0412'7.2 FEET SOUTHEAST OF THE WITNESS POST, AND 1.34 METER HIGHER
 SF0412'THAN THE STATION.
 SF0412'
 SF0412'REFERENCE MARK 1 FOR REFERENCE MONUMENT S-82-52, STAMPED S-82-52
 SF0412'1 1976, IS A BRONZE, REFERENCE MARK DISK SET IN THE TOP OF A
 SF0412'CYLINDRICAL, CONCRETE POST THAT IS 12 INCHES IN DIAMETER AND
 SF0412'PROJECTS 1 INCH.  IT IS 29.9 FEET SOUTHWEST OF THE WITNESS POST
 SF0412'AND 2.02 METER HIGHER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0391 ***********************************************************************
 SF0391  DESIGNATION -  REFERENCE MON S 82A
 SF0391  PID         -  SF0391
 SF0391  STATE/COUNTY-  ME/AROOSTOOK
 SF0391  USGS QUAD   -  FORT KENT NORTH (1985)
 SF0391
 SF0391                         *CURRENT SURVEY CONTROL
 SF0391  ___________________________________________________________________
 SF0391* NAD 83(1996)-  47 16 40.30393(N)    068 33 17.36393(W)     ADJUSTED  
 SF0391* NAVD 88     -       228.2    (meters)     749.     (feet)  VERTCON   
 SF0391  ___________________________________________________________________
 SF0391  LAPLACE CORR-           7.07  (seconds)                    DEFLEC99
 SF0391  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 SF0391
 SF0391  HORZ ORDER  -  SECOND
 SF0391
 SF0391.The horizontal coordinates were established by classical geodetic methods
 SF0391.and adjusted by the National Geodetic Survey in March 1998..
 SF0391
 SF0391.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0391.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0391
 SF0391.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0391
 SF0391.The geoid height was determined by GEOID03.
 SF0391
 SF0391;                    North         East     Units Scale Factor Converg.
 SF0391;SPC ME E     -   401,313.219   295,852.439   MT  0.99990021   -0 02 25.0
 SF0391;UTM  19      - 5,236,138.775   533,668.925   MT  0.99961393   +0 19 37.4
 SF0391
 SF0391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0391!SPC ME E     -   0.99996805  x   0.99990021  =   0.99986826
 SF0391!UTM  19      -   0.99996805  x   0.99961393  =   0.99958199
 SF0391
 SF0391|---------------------------------------------------------------------|
 SF0391| PID    Reference Object                     Distance      Geod. Az  |
 SF0391|                                                           dddmmss.s |
 SF0391| SF0390 BOTTOM IBC 1976                     257.372 METERS 00815     |
 SF0391| SF0382 BAKER BR CATH CH SP IBC 1976        APPROX. 3.8 KM 0511058.9 |
 SF0391| DA6288 REFERENCE MON S 82A RM 1              8.151 METERS 19107     |
 SF0391| DA6289 REFERENCE MON S 82A RM 2              8.212 METERS 27234     |
 SF0391| SF0393 REFERENCE MON C 78A                 APPROX. 1.9 KM 3151009.2 |
 SF0391|---------------------------------------------------------------------|
 SF0391
 SF0391                          SUPERSEDED SURVEY CONTROL
 SF0391
 SF0391  NAD 83(1992)-  47 16 40.29858(N)    068 33 17.36039(W) AD(       ) 2
 SF0391  NAD 83(1986)-  47 16 40.30558(N)    068 33 17.35479(W) AD(       ) 2
 SF0391  NAD 27      -  47 16 40.16421(N)    068 33 19.18957(W) AD(       ) 2
 SF0391  NGVD 29 (07/19/86)  228.3    (m)          749.     (f) VERT ANG       
 SF0391
 SF0391.Superseded values are not recommended for survey control.
 SF0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0391.See file dsdata.txt to determine how the superseded data were derived.
 SF0391
 SF0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN3366936139(NAD 83)
 SF0391_MARKER: Z = SEE DESCRIPTION
 SF0391_SETTING: 0 = UNSPECIFIED SETTING
 SF0391
 SF0391  HISTORY     - Date     Condition        Report By
 SF0391  HISTORY     - 1976     MONUMENTED       IBC
 SF0391
 SF0391                          STATION DESCRIPTION
 SF0391
 SF0391'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1976 (CRM)
 SF0391'THE MONUMENT IS LOCATED ABOUT 3 MILES NORTHEAST OF FT. KENT,
 SF0391'MAINE, ON THE NORTH SLOPE OF A HILL, IN A BRUSHY AREA AT THE
 SF0391'SOUTH EDGE OF A PASTURE, AND ON PROPERTY OWNED BY
 SF0391'MR. PAT E. PELLETIER.
 SF0391'
 SF0391'TO REACH FROM THE HOSPITAL IN FT. KENT, GO NORTHEAST AND EAST ON
 SF0391'U.S. HIGHWAY 1 FOR 2.4 MILES TO THE PELLETIER RESIDENCE ON THE
 SF0391'RIGHT, SOUTH, SIDE OF THE HIGHWAY.  CONTINUE EAST ON THE HIGHWAY
 SF0391'FOR ABOUT 150 FEET TO THE END OF TRUCK TRAVEL.  PACK SOUTH, UP
 SF0391'A STEEP SLOPE AND ACROSS A PASTURE, FOR ABOUT 0.1 MILE TO THE
 SF0391'SOUTH SIDE OF THE PASTURE AND THE MONUMENT.
 SF0391'
 SF0391'THE REFERENCE MONUMENT, STAMPED S-82A-76 1976, IS A BRONZE,
 SF0391'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0391'POST THAT IS 18 INCHES IN DIAMETER AND PROJECTS 4 INCHES.  IT IS
 SF0391'11 FEET SOUTH OF A FENCE AND 9.8 FEET SOUTH OF A STEEL WITNESS
 SF0391'POST WITH METAL SIGN ATTACHED.
 SF0391'
 SF0391'REFERENCE MARK 1, STAMPED S-82A-76 1 1976, IS A BRONZE, REFERENCE
 SF0391'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0391'12 INCHES IN DIAMETER AND PROJECTS 2 INCHES.  IT IS 39 FEET SOUTH
 SF0391'OF THE FENCE, 36.7 FEET SOUTH OF THE WITNESS POST, AND 1.94 METERS
 SF0391'HIGHER THAN THE REFERENCE MONUMENT.
 SF0391'
 SF0391'REFERENCE MARK 2, STAMPED S-82A-76 2 1976, IS A BRONZE, REFERENCE
 SF0391'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0391'12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 27.6
 SF0391'FEET WEST-SOUTHWEST OF THE WITNESS POST, 13 FEET SOUTH OF THE
 SF0391'FENCE, AND 0.67 METER LOWER THAN THE REFERENCE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0047 ***********************************************************************
 SF0047  DESIGNATION -  REFERENCE MON S 83
 SF0047  PID         -  SF0047
 SF0047  STATE/COUNTY-  ME/AROOSTOOK
 SF0047  USGS QUAD   -  FORT KENT NORTH (1985)
 SF0047
 SF0047                         *CURRENT SURVEY CONTROL
 SF0047  ___________________________________________________________________
 SF0047* NAD 83(1996)-  47 16 50.77083(N)    068 33 48.96851(W)     ADJUSTED  
 SF0047* NAVD 88     -       169.965  (meters)     557.63   (feet)  POSTED    
 SF0047  ___________________________________________________________________
 SF0047  LAPLACE CORR-           7.03  (seconds)                    DEFLEC99
 SF0047  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 SF0047  DYNAMIC HT  -         169.990 (meters)     557.71  (feet)  COMP
 SF0047  MODELED GRAV-     980,751.6   (mgal)                       NAVD 88
 SF0047
 SF0047  HORZ ORDER  -  SECOND
 SF0047  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 SF0047
 SF0047.The horizontal coordinates were established by classical geodetic methods
 SF0047.and adjusted by the National Geodetic Survey in March 1998..
 SF0047
 SF0047.The orthometric height was determined by differential leveling
 SF0047.and adjusted by the National Geodetic Survey in 1992..
 SF0047.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 SF0047.rate of 1.1 thru 2.0 mm/km.
 SF0047
 SF0047.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0047
 SF0047.The geoid height was determined by GEOID03.
 SF0047
 SF0047.The dynamic height is computed by dividing the NAVD 88
 SF0047.geopotential number by the normal gravity value computed on the
 SF0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0047.degrees latitude (g = 980.6199 gals.).
 SF0047
 SF0047.The modeled gravity was interpolated from observed gravity values.
 SF0047
 SF0047;                    North         East     Units Scale Factor Converg.
 SF0047;SPC ME E     -   401,636.933   295,188.539   MT  0.99990028   -0 02 48.2
 SF0047;UTM  19      - 5,236,458.134   533,003.154   MT  0.99961339   +0 19 14.2
 SF0047
 SF0047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0047!SPC ME E     -   0.99997718  x   0.99990028  =   0.99987746
 SF0047!UTM  19      -   0.99997718  x   0.99961339  =   0.99959058
 SF0047
 SF0047|---------------------------------------------------------------------|
 SF0047| PID    Reference Object                     Distance      Geod. Az  |
 SF0047|                                                           dddmmss.s |
 SF0047| DA6290 REFERENCE MON S 83 RM 1              18.632 METERS 09301     |
 SF0047| DA6291 REFERENCE MON S 83 RM 2              16.112 METERS 27326     |
 SF0047| SF0393 REFERENCE MON C 78A                 APPROX. 1.2 KM 3263152.7 |
 SF0047|---------------------------------------------------------------------|
 SF0047
 SF0047                          SUPERSEDED SURVEY CONTROL
 SF0047
 SF0047  NAD 83(1992)-  47 16 50.76541(N)    068 33 48.96504(W) AD(       ) 2
 SF0047  NAD 83(1986)-  47 16 50.77260(N)    068 33 48.95942(W) AD(       ) 2
 SF0047  NAD 27      -  47 16 50.63142(N)    068 33 50.79309(W) AD(       ) 2
 SF0047  NGVD 29 (??/??/92)  170.065  (m)          557.95   (f) ADJ UNCH    1 2
 SF0047
 SF0047.Superseded values are not recommended for survey control.
 SF0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0047.See file dsdata.txt to determine how the superseded data were derived.
 SF0047
 SF0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN3300336458(NAD 83)
 SF0047_MARKER: Z = SEE DESCRIPTION
 SF0047_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SF0047_SP_SET: MONUMENT
 SF0047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0047
 SF0047  HISTORY     - Date     Condition        Report By
 SF0047  HISTORY     - 1951     MONUMENTED       IBC
 SF0047  HISTORY     - 1927     GOOD             NGS
 SF0047  HISTORY     - 1934     GOOD             NGS
 SF0047  HISTORY     - 1976     SEE DESCRIPTION  NGS
 SF0047  HISTORY     - 1978     MARK NOT FOUND   NGS
 SF0047
 SF0047                          STATION DESCRIPTION
 SF0047
 SF0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1927
 SF0047'2.5 MI NE FROM FORT KENT.
 SF0047'2.5 MILES NORTHEAST ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 SF0047'FORT KENT, AROOSTOOK COUNTY, ABOUT 200 FEET SOUTH OF THE TRACK,
 SF0047'ON U.S. HIGHWAY 1, 80 FEET WEST OF THE WEST SIDE OF A SMALL HOUSE
 SF0047'ON THE NORTH SIDE OF THE HIGHWAY, 10 FEET NORTH OF THE CENTER
 SF0047'LINE OF THE HIGHWAY, AND ABOUT 3 FEET HIGHER THAN THE GROUND.
 SF0047'THE APEX OF BOUNDARY MONUMENT U.S. 83.
 SF0047
 SF0047                          STATION RECOVERY (1934)
 SF0047
 SF0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 SF0047'RECOVERED IN GOOD CONDITION.
 SF0047
 SF0047                          STATION RECOVERY (1976)
 SF0047
 SF0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CRM)
 SF0047'THE MONUMENT WAS RECOVERED IN GOOD CONDITION.  TWO REFERENCE
 SF0047'MARKS WERE ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 SF0047'
 SF0047'THE MONUMENT IS LOCATED ABOUT 2-3/4 MILES NORTHEAST OF FT. KENT,
 SF0047'MAINE, 100 FEET WEST-SOUTHWEST OF AN OLD POTATO HOUSE, ACROSS THE
 SF0047'HIGHWAY FROM THE GUY NADEAU RESIDENCE WHICH IS A 1-1/2-STORY
 SF0047'HOUSE, AND ON HIGHWAY RIGHT-OF-WAY.
 SF0047'
 SF0047'TO REACH FROM THE HOSPITAL IN FT. KENT, GO NORTHEAST AND EAST
 SF0047'ON U.S. HIGHWAY 1 FOR 2.0 MILES TO THE MONUMENT ON THE LEFT,
 SF0047'NORTH, SIDE OF THE HIGHWAY.
 SF0047'
 SF0047'THE REFERENCE MONUMENT IS AN UNSTAMPED, BRONZE, TRIANGULATION
 SF0047'STATION DISK SET IN THE TOP OF A 2-FOOT SQUARE, CONCRETE POST THAT
 SF0047'IS FLUSH WITH THE GROUND AND ABOUT 1 FOOT LOWER THAN THE
 SF0047'HIGHWAY.  IT IS 6.8 METERS NORTH OF THE CENTERLINE OF THE HIGHWAY
 SF0047'AND 1.84 METERS SOUTH OF A STEEL WITNESS POST WITH METAL SIGN
 SF0047'ATTACHED.
 SF0047'
 SF0047'REFERENCE MARK 1, STAMPED S-83-51 1 1976, IS A BRONZE, REFERENCE
 SF0047'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0047'12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 18.84
 SF0047'METERS EAST-SOUTHEAST OF THE WITNESS POST, 18.9 METERS SOUTHWEST
 SF0047'OF THE SOUTHWEST CORNER OF THE OLD POTATO HOUSE, 6.4 METERS NORTH
 SF0047'OF THE CENTERLINE OF THE HIGHWAY, AND 0.02 METER HIGHER THAN
 SF0047'THE REFERENCE MONUMENT.
 SF0047'
 SF0047'REFERENCE MARK 2, STAMPED S-83-51 2 1976, IS A BRONZE, REFERENCE
 SF0047'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0047'12 INCHES IN DIAMETER AND 2 INCHES BELOW THE SURFACE.  IT IS
 SF0047'16.09 METERS WEST OF THE WITNESS POST, 7.3 METERS NORTH OF THE
 SF0047'CENTERLINE OF THE HIGHWAY, AND 0.20 METER LOWER THAN THE
 SF0047'REFERENCE MONUMENT.
 SF0047
 SF0047                          STATION RECOVERY (1978)
 SF0047
 SF0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 SF0047'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0090 ***********************************************************************
 SF0090  DESIGNATION -  REFERENCE MON S 84A 76
 SF0090  PID         -  SF0090
 SF0090  STATE/COUNTY-  ME/AROOSTOOK
 SF0090  USGS QUAD   -  FORT KENT NORTH (1985)
 SF0090
 SF0090                         *CURRENT SURVEY CONTROL
 SF0090  ___________________________________________________________________
 SF0090* NAD 83(1996)-  47 16 46.44726(N)    068 34 22.20095(W)     ADJUSTED  
 SF0090* NAVD 88     -       180.754  (meters)     593.02   (feet)  ADJUSTED  
 SF0090  ___________________________________________________________________
 SF0090  LAPLACE CORR-           6.89  (seconds)                    DEFLEC99
 SF0090  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 SF0090  DYNAMIC HT  -         180.779 (meters)     593.11  (feet)  COMP
 SF0090  MODELED GRAV-     980,751.6   (mgal)                       NAVD 88
 SF0090
 SF0090  HORZ ORDER  -  SECOND
 SF0090  VERT ORDER  -  FIRST     CLASS II
 SF0090
 SF0090.The horizontal coordinates were established by classical geodetic methods
 SF0090.and adjusted by the National Geodetic Survey in March 1998..
 SF0090
 SF0090.The orthometric height was determined by differential leveling
 SF0090.and adjusted by the National Geodetic Survey in June 1991..
 SF0090
 SF0090.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0090
 SF0090.The geoid height was determined by GEOID03.
 SF0090
 SF0090.The dynamic height is computed by dividing the NAVD 88
 SF0090.geopotential number by the normal gravity value computed on the
 SF0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0090.degrees latitude (g = 980.6199 gals.).
 SF0090
 SF0090.The modeled gravity was interpolated from observed gravity values.
 SF0090
 SF0090;                    North         East     Units Scale Factor Converg.
 SF0090;SPC ME E     -   401,504.035   294,490.080   MT  0.99990037   -0 03 12.6
 SF0090;UTM  19      - 5,236,320.801   532,305.762   MT  0.99961283   +0 18 49.8
 SF0090
 SF0090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0090!SPC ME E     -   0.99997549  x   0.99990037  =   0.99987586
 SF0090!UTM  19      -   0.99997549  x   0.99961283  =   0.99958833
 SF0090
 SF0090|---------------------------------------------------------------------|
 SF0090| PID    Reference Object                     Distance      Geod. Az  |
 SF0090|                                                           dddmmss.s |
 SF0090| DA6292 REFERENCE MON S 84A RM 1              6.703 METERS 06636     |
 SF0090| DA6293 REFERENCE MON S 84A RM 2              5.035 METERS 18353     |
 SF0090| SF0398 REFERENCE MON C 79A                 APPROX. 1.5 KM 2965937.3 |
 SF0090|---------------------------------------------------------------------|
 SF0090
 SF0090                          SUPERSEDED SURVEY CONTROL
 SF0090
 SF0090  NAD 83(1992)-  47 16 46.44167(N)    068 34 22.19748(W) AD(       ) 2
 SF0090  NAD 83(1986)-  47 16 46.44857(N)    068 34 22.19165(W) AD(       ) 2
 SF0090  NAD 27      -  47 16 46.30780(N)    068 34 24.02472(W) AD(       ) 2
 SF0090  NGVD 29 (07/19/86)  181.2    (m)          594.     (f) VERT ANG       
 SF0090
 SF0090.Superseded values are not recommended for survey control.
 SF0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0090.See file dsdata.txt to determine how the superseded data were derived.
 SF0090
 SF0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN3230636321(NAD 83)
 SF0090_MARKER: DS = TRIANGULATION STATION DISK
 SF0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF0090_SP_SET: CONCRETE POST
 SF0090_STAMPING: S 84A 76
 SF0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF0090+STABILITY: SURFACE MOTION
 SF0090
 SF0090  HISTORY     - Date     Condition        Report By
 SF0090  HISTORY     - 1976     MONUMENTED       IBC
 SF0090  HISTORY     - 1978     GOOD             NGS
 SF0090
 SF0090                          STATION DESCRIPTION
 SF0090
 SF0090'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1976 (CRM)
 SF0090'THE MONUMENT IS LOCATED ABOUT 2-1/2 MILES NORTHEAST OF
 SF0090'FT. KENT, MAINE, IN THE SOUTHEAST CORNER OF A PASTURE, AND ON
 SF0090'PROPERTY OWNED BY MR. ZENON DAIGLE.
 SF0090'
 SF0090'TO REACH FROM THE HOSPITAL IN FT. KENT, GO NORTHEAST AND EAST ON
 SF0090'U. S. HIGHWAY 1 FOR 1.5 MILES TO A 3 DOOR, METAL SIDED POTATO
 SF0090'HOUSE ON THE LEFT AND A A FIELD ROAD AND A DOUBLE BARN ON THE
 SF0090'RIGHT.  TURN RIGHT AND GO SOUTH ON THE FIELD ROAD, PASSING
 SF0090'BETWEEN TWO SMALL BUILDINGS AND ON THE WEST SIDE OF THE DOUBLE
 SF0090'BARN, FOR ABOUT 400 FEET TO THE SOUTHEAST CORNER OF A FIELD AND
 SF0090'THE MONUMENT ON THE RIGHT.
 SF0090'
 SF0090'THE REFERENCE MONUMENT, STAMPED S-84A-1976, IS A BRONZE,
 SF0090'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0090'POST THAT IS 18 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT
 SF0090'IS 6.6 METERS WEST OF A WIRE FENCE, 5.2 METERS NORTH OF A WIRE
 SF0090'FENCE, AND 4.50 METERS NORTHEAST OF A STEEL WITNESS POST WITH
 SF0090'METAL SIGN ATTACHED.
 SF0090'
 SF0090'REFERENCE MARK 1, STAMPED S-84A-76 1 1976, IS A BRONZE, REFERENCE
 SF0090'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0090'12 INCHES IN DIAMETER AND PROJECTS 1 INCH.  IT IS 7.96 METERS
 SF0090'NORTHEAST OF THE WITNESS POST, 6.2 METERS NORTH OF A WIRE FENCE,
 SF0090'0.8 METER WEST OF A WIRE FENCE, AND 0.01 METER LOWER THAN THE
 SF0090'REFERENCE MONUMENT.
 SF0090'
 SF0090'REFERENCE MARK 2, STAMPED S-84A-76 2 1976, IS A BRONZE, REFERENCE
 SF0090'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0090'12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 7.5
 SF0090'METERS WEST OF A WIRE FENCE, 4.10 METERS SOUTH OF THE WITNESS
 SF0090'POST, 0.5 METER NORTH OF A WIRE FENCE, AND 0.73 METER HIGHER THAN
 SF0090'THE REFERENCE MONUMENT.
 SF0090'
 SF0090'NOTE--THE REFERENCE MARKS WERE LOCATED WITH SUCH CHECKS AND
 SF0090'ACCURACY THAT THEY MAY BE USED IN LIEU OF LOST REFERENCE MONUMENT.
 SF0090
 SF0090                          STATION RECOVERY (1978)
 SF0090
 SF0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 SF0090'1.5 MI NE FROM FORT KENT.
 SF0090'1.5 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE HOSPITAL AT FORT
 SF0090'KENT, TO A 3-DOOR METAL SIDING POTATOE HOUSE ON THE LEFT, A DOUBLE
 SF0090'BARN AND FIELD ROAD TO THE RIGHT, FOLLOW THE FIELD ROAD FOR 400 FT.
 SF0090'TO THE SOUTHEAST CORNER OF THE FIELD AND THE STATION ON THE RIGHT,
 SF0090'21.7 FT. WEST OF A WIRE FENCE, 17.1 FT. NORTH OF ANOTHER WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0395 ***********************************************************************
 SF0395  DESIGNATION -  REFERENCE MON S 85
 SF0395  PID         -  SF0395
 SF0395  STATE/COUNTY-  ME/AROOSTOOK
 SF0395  USGS QUAD   -  FORT KENT NORTH (1985)
 SF0395
 SF0395                         *CURRENT SURVEY CONTROL
 SF0395  ___________________________________________________________________
 SF0395* NAD 83(1996)-  47 16 45.51995(N)    068 35 05.91847(W)     ADJUSTED  
 SF0395* NAVD 88     -       158.4    (meters)     520.     (feet)  VERTCON   
 SF0395  ___________________________________________________________________
 SF0395  LAPLACE CORR-           6.30  (seconds)                    DEFLEC99
 SF0395  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 SF0395
 SF0395  HORZ ORDER  -  SECOND
 SF0395
 SF0395.The horizontal coordinates were established by classical geodetic methods
 SF0395.and adjusted by the National Geodetic Survey in March 1998..
 SF0395
 SF0395.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0395.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0395
 SF0395.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0395
 SF0395.The geoid height was determined by GEOID03.
 SF0395
 SF0395;                    North         East     Units Scale Factor Converg.
 SF0395;SPC ME E     -   401,476.330   293,571.364   MT  0.99990051   -0 03 44.7
 SF0395;UTM  19      - 5,236,287.216   531,387.507   MT  0.99961211   +0 18 17.7
 SF0395
 SF0395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0395!SPC ME E     -   0.99997900  x   0.99990051  =   0.99987951
 SF0395!UTM  19      -   0.99997900  x   0.99961211  =   0.99959112
 SF0395
 SF0395|---------------------------------------------------------------------|
 SF0395| PID    Reference Object                     Distance      Geod. Az  |
 SF0395|                                                           dddmmss.s |
 SF0395| DA6295 REFERENCE MON S 85 RM 2               7.378 METERS 20543     |
 SF0395| SF0402 REFERENCE MON C 80                  APPROX. 1.3 KM 2704659.4 |
 SF0395| DA6294 REFERENCE MON S 85 RM 1              18.164 METERS 35022     |
 SF0395|---------------------------------------------------------------------|
 SF0395
 SF0395                          SUPERSEDED SURVEY CONTROL
 SF0395
 SF0395  NAD 83(1992)-  47 16 45.51434(N)    068 35 05.91514(W) AD(       ) 2
 SF0395  NAD 83(1986)-  47 16 45.52128(N)    068 35 05.90935(W) AD(       ) 2
 SF0395  NAD 27      -  47 16 45.38103(N)    068 35 07.74140(W) AD(       ) 2
 SF0395  NGVD 29 (07/19/86)  158.5    (m)          520.     (f) VERT ANG       
 SF0395
 SF0395.Superseded values are not recommended for survey control.
 SF0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0395.See file dsdata.txt to determine how the superseded data were derived.
 SF0395
 SF0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN3138836287(NAD 83)
 SF0395_MARKER: Z = SEE DESCRIPTION
 SF0395_SETTING: 0 = UNSPECIFIED SETTING
 SF0395
 SF0395  HISTORY     - Date     Condition        Report By
 SF0395  HISTORY     - 1976     MONUMENTED       IBC
 SF0395
 SF0395                          STATION DESCRIPTION
 SF0395
 SF0395'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1976 (CRM)
 SF0395'THE MONUMENT IS LOCATED ABOUT 2-1/4 MILES NORTHEAST OF FT. KENT,
 SF0395'MAINE, AT THE SOUTHEAST EDGE OF A FIELD, AND ON PROPERTY OWNED BY
 SF0395'MR. EDWARD DESJARDIN.
 SF0395'
 SF0395'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE HIGHWAY
 SF0395'161 THAT IS NEAR THE RAILROAD STATION IN FT. KENT, GO NORTHEASTERLY
 SF0395'ON U.S. HIGHWAY 1 FOR 1.4 MILES TO A DRIVEWAY ON THE LEFT LEADING
 SF0395'TO THE DESJARDIN RESIDENCE.  THIS IS JUST SOUTHWEST OF THE KNIGHTS
 SF0395'OF COLUMBUS HALL.  TURN LEFT INTO THE DRIVEWAY, GO AROUND THE
 SF0395'HOUSE, AND GO NORTHEAST ON A TRACK ROAD FOR 0.1 MILE TO THE REAR
 SF0395'OF THE KNIGHTS OF COLUMBUS HALL.  CONTINUE NORTH AND NORTHWEST
 SF0395'ON A TRACK ROAD, CROSSING A RAILROAD TRACK, FOR 0.15 MILE TO
 SF0395'THE SOUTHEAST EDGE OF A FIELD.  TURN RIGHT AND GO ALONG THE
 SF0395'SOUTHEAST EDGE OF THE FIELD FOR 0.05 MILE TO THE MONUMENT.
 SF0395'
 SF0395'THE REFERENCE MONUMENT, STAMPED S-85-76 1976, IS A BRONZE,
 SF0395'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0395'POST THAT IS 18 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT
 SF0395'IS 3.40 METERS SOUTH-SOUTHWEST OF A STEEL WITNESS POST WITH METAL
 SF0395'SIGN ATTACHED AND 3.2 METERS NORTHWEST OF A STREAM.
 SF0395'
 SF0395'REFERENCE MARK 1, STAMPED S-85-76 1 1976, IS A BRONZE, REFERENCE
 SF0395'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0395'12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 16.25
 SF0395'METERS NORTH-NORTHWEST OF THE WITNESS POST AND 0.37 METER LOWER
 SF0395'THAN THE REFERENCE MONUMENT.
 SF0395'
 SF0395'REFERENCE MARK 2, STAMPED S-85-76 2 1976, IS A BRONZE, REFERENCE
 SF0395'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0395'12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 10.65
 SF0395'METERS SOUTH-SOUTHWEST OF THE WITNESS POST, 7.2 METERS NORTHWEST
 SF0395'OF A STREAM, AND 0.06 METER LOWER THAN THE REFERENCE MONUMENT.
 SF0395'
 SF0395'NOTE--THE REFERENCE MARKS WERE LOCATED WITH SUCH CHECKS AND
 SF0395'ACCURACY THAT THEY MAY BE USED IN LIEU OF LOST REFERENCE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0414 ***********************************************************************
 SF0414  DESIGNATION -  REFERENCE MON S 86
 SF0414  PID         -  SF0414
 SF0414  STATE/COUNTY-  ME/AROOSTOOK
 SF0414  USGS QUAD   -  FORT KENT NORTH (1985)
 SF0414
 SF0414                         *CURRENT SURVEY CONTROL
 SF0414  ___________________________________________________________________
 SF0414* NAD 83(1996)-  47 16 25.99439(N)    068 35 06.21457(W)     ADJUSTED  
 SF0414* NAVD 88     -       185.5    (meters)     609.     (feet)  VERTCON   
 SF0414  ___________________________________________________________________
 SF0414  LAPLACE CORR-           6.80  (seconds)                    DEFLEC99
 SF0414  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 SF0414
 SF0414  HORZ ORDER  -  SECOND
 SF0414
 SF0414.The horizontal coordinates were established by classical geodetic methods
 SF0414.and adjusted by the National Geodetic Survey in March 1998..
 SF0414
 SF0414.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0414
 SF0414.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0414
 SF0414.The geoid height was determined by GEOID03.
 SF0414
 SF0414;                    North         East     Units Scale Factor Converg.
 SF0414;SPC ME E     -   400,873.403   293,564.484   MT  0.99990051   -0 03 44.9
 SF0414;UTM  19      - 5,235,684.431   531,384.493   MT  0.99961210   +0 18 17.4
 SF0414
 SF0414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0414!SPC ME E     -   0.99997475  x   0.99990051  =   0.99987527
 SF0414!UTM  19      -   0.99997475  x   0.99961210  =   0.99958686
 SF0414
 SF0414|---------------------------------------------------------------------|
 SF0414| PID    Reference Object                     Distance      Geod. Az  |
 SF0414|                                                           dddmmss.s |
 SF0414| DA6296 REFERENCE MON S 86 RM 1               7.750 METERS 08622     |
 SF0414| SF0413 S86 IBC 1910                          7.190 METERS 15758     |
 SF0414| DA6297 REFERENCE MON S 86 RM 2               5.526 METERS 21744     |
 SF0414| SF0405 REFERENCE MON C 81A                 APPROX. 1.7 KM 2722212.8 |
 SF0414|---------------------------------------------------------------------|
 SF0414
 SF0414                          SUPERSEDED SURVEY CONTROL
 SF0414
 SF0414  NAD 83(1992)-  47 16 25.98878(N)    068 35 06.21122(W) AD(       ) 2
 SF0414  NAD 83(1986)-  47 16 25.99570(N)    068 35 06.20554(W) AD(       ) 2
 SF0414  NAD 27      -  47 16 25.85557(N)    068 35 08.04008(W) AD(       ) 2
 SF0414  NGVD 29 (07/19/86)  185.6    (m)          609.     (f) VERT ANG       
 SF0414
 SF0414.Superseded values are not recommended for survey control.
 SF0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0414.See file dsdata.txt to determine how the superseded data were derived.
 SF0414
 SF0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN3138435684(NAD 83)
 SF0414_MARKER: Z = SEE DESCRIPTION
 SF0414_SETTING: 0 = UNSPECIFIED SETTING
 SF0414
 SF0414  HISTORY     - Date     Condition        Report By
 SF0414  HISTORY     - 1976     MONUMENTED       IBC
 SF0414
 SF0414                          STATION DESCRIPTION
 SF0414
 SF0414'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1976 (CRM)
 SF0414'THE MONUMENT IS LOCATED ABOUT 1-3/4 MILES NORTH-NORTHEAST OF
 SF0414'FT. KENT, MAINE, ON A LOW, WOODED HILL ON A RIDGE, AND ON
 SF0414'PROPERTY OWNED BY MR. EDWARD DESJARDINS.
 SF0414'
 SF0414'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE HIGHWAY
 SF0414'161 THAT IS NEAR THE RAILROAD STATION IN FT. KENT, GO
 SF0414'NORTHEASTERLY ON U.S. HIGHWAY 1 FOR 1.3 MILES TO A SMALL, ONE-STORY
 SF0414'BLUE HOUSE ON THE RIGHT, SOUTHEAST, SIDE OF THE HIGHWAY AND THE
 SF0414'END OF TRUCK TRAVEL.  PACK SOUTHEAST, UP A WOODED SLOPE, FOR
 SF0414'ABOUT 300 FEET TO THE MONUMENT.
 SF0414'
 SF0414'THE REFERENCE MONUMENT, STAMPED S-86-76 1976, IS A BRONZE
 SF0414'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0414'POST THAT IS 18 INCHES IN DIAMETER AND PROJECTS 3 INCHES.  IT IS
 SF0414'23 METERS SOUTHWEST OF WOODS LINE NEAREST THE HIGHWAY, 2.6 METERS
 SF0414'NORTH-NORTHEAST OF DOUBLE BIRCH TREES THAT ARE 5 INCHES IN
 SF0414'DIAMETER, AND 1.57 METERS NORTHWEST OF A STEEL WITNESS POST WITH
 SF0414'METAL SIGN ATTACHED.
 SF0414'
 SF0414'REFERENCE MONUMENT S-86 IS A 10-INCH SQUARE, CONCRETE
 SF0414'SPIKE THAT PROJECTS 13 INCHES ABOVE A 3-FOOT SQUARE, CONCRETE
 SF0414'BASE.  U.S. NO 86, AND 1910 IS CAST IN THE CONCRETE
 SF0414'BASE.  THE MONUMENT IS IN VERY POOR CONDITION.  IT IS 2.76 METERS
 SF0414'HIGHER THAN REFERENCE MONUMENT S-86-76.
 SF0414'
 SF0414'REFERENCE MARK 1, STAMPED S-86-76 1 1976, IS A BRONZE REFERENCE
 SF0414'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0414'12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 9.9 METERS
 SF0414'NORTHWEST OF THE DOUBLE BIRCH TREES, 8.7 METERS NORTH-NORTHEAST
 SF0414'OF REFERENCE MONUMENT S-86, 6.35 METERS NORTHWEST OF THE
 SF0414'WITNESS POST, AND 0.60 METER HIGHER THAN REFERENCE MONUMENT
 SF0414'S-86-76.
 SF0414'
 SF0414'REFERENCE MARK 2, STAMPED S-86-76 2 1976, IS A BRONZE, REFERENCE
 SF0414'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0414'12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 19 METERS
 SF0414'SOUTHEAST OF WOODS LINE NEAREST TO THE HIGHWAY, 6.6 METERS
 SF0414'NORTHWEST OF REFERENCE MONUMENT S-86, 6.12 METERS SOUTHWEST OF
 SF0414'THE WITNESS POST, 3.0 METERS SOUTH-SOUTHWEST OF THE DOUBLE BIRCH
 SF0414'TREES, AND 0.44 METER HIGHER THAN REFERENCE MONUMENT
 SF0414'S-86-76.
 SF0414'
 SF0414'NOTE--THE REFERENCE MARKS WERE LOCATED WITH SUCH CHECKS AND
 SF0414'ACCURACY THAT THEY MAY BE USED IN LIEU OF LOST REFERENCE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0396 ***********************************************************************
 SF0396  DESIGNATION -  REFERENCE MON S 87
 SF0396  PID         -  SF0396
 SF0396  STATE/COUNTY-  ME/AROOSTOOK
 SF0396  USGS QUAD   -  FORT KENT NORTH (1985)
 SF0396
 SF0396                         *CURRENT SURVEY CONTROL
 SF0396  ___________________________________________________________________
 SF0396* NAD 83(1996)-  47 15 51.96217(N)    068 35 22.39437(W)     ADJUSTED  
 SF0396* NAVD 88     -       201.0    (meters)     659.     (feet)  VERTCON   
 SF0396  ___________________________________________________________________
 SF0396  LAPLACE CORR-           6.84  (seconds)                    DEFLEC99
 SF0396  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 SF0396
 SF0396  HORZ ORDER  -  SECOND
 SF0396
 SF0396.The horizontal coordinates were established by classical geodetic methods
 SF0396.and adjusted by the National Geodetic Survey in March 1998..
 SF0396
 SF0396.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0396.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0396
 SF0396.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0396
 SF0396.The geoid height was determined by GEOID03.
 SF0396
 SF0396;                    North         East     Units Scale Factor Converg.
 SF0396;SPC ME E     -   399,822.898   293,223.237   MT  0.99990056   -0 03 56.8
 SF0396;UTM  19      - 5,234,632.064   531,050.084   MT  0.99961185   +0 18 05.3
 SF0396
 SF0396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0396!SPC ME E     -   0.99997233  x   0.99990056  =   0.99987289
 SF0396!UTM  19      -   0.99997233  x   0.99961185  =   0.99958419
 SF0396
 SF0396|---------------------------------------------------------------------|
 SF0396| PID    Reference Object                     Distance      Geod. Az  |
 SF0396|                                                           dddmmss.s |
 SF0396| DA6298 REFERENCE MON S 87 RM 1              16.410 METERS 09504     |
 SF0396| DA6299 REFERENCE MON S 87 RM 2               7.628 METERS 17546     |
 SF0396| SF0401 CLAIR CATH CH SP IBC 1976           APPROX. 1.4 KM 2202514.7 |
 SF0396| SF0406 REFERENCE MON C 82                  APPROX. 1.9 KM 2324352.3 |
 SF0396|---------------------------------------------------------------------|
 SF0396
 SF0396                          SUPERSEDED SURVEY CONTROL
 SF0396
 SF0396  NAD 83(1992)-  47 15 51.95653(N)    068 35 22.39084(W) AD(       ) 2
 SF0396  NAD 83(1986)-  47 15 51.96344(N)    068 35 22.38535(W) AD(       ) 2
 SF0396  NAD 27      -  47 15 51.82314(N)    068 35 24.22023(W) AD(       ) 2
 SF0396  NGVD 29 (07/19/86)  201.1    (m)          660.     (f) VERT ANG       
 SF0396
 SF0396.Superseded values are not recommended for survey control.
 SF0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0396.See file dsdata.txt to determine how the superseded data were derived.
 SF0396
 SF0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN3105034632(NAD 83)
 SF0396_MARKER: Z = SEE DESCRIPTION
 SF0396_SETTING: 0 = UNSPECIFIED SETTING
 SF0396
 SF0396  HISTORY     - Date     Condition        Report By
 SF0396  HISTORY     - 1976     MONUMENTED       IBC
 SF0396
 SF0396                          STATION DESCRIPTION
 SF0396
 SF0396'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1976 (CRM)
 SF0396'THE MONUMENT IS LOCATED IN THE NORTHEAST PART OF FT. KENT,
 SF0396'MAINE, AND IN THE NORTHWEST CORNER OF THE GROUNDS AT THE FT. KENT
 SF0396'SECURITY HOME.
 SF0396'
 SF0396'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE HIGHWAY
 SF0396'161 THAT IS NEAR THE RAILROAD STATION IN FT. KENT, GO NORTHEAST
 SF0396'ON U.S. HIGHWAY 1, CROSSING RAILROAD TRACKS, FOR 0.15 MILE TO A
 SF0396'SIDE STREET RIGHT.  THIS IS THE THIRD STREET TO THE RIGHT.  TURN
 SF0396'RIGHT AND GO EAST-NORTHEAST FOR 0.05 MILE TO A POINT WHERE THE
 SF0396'STREET TURNS TO THE LEFT.  TURN LEFT AND GO NORTH FOR 0.4 MILE
 SF0396'TO THE MONUMENT ON THE RIGHT, SOUTH, SIDE OF THE STREET.
 SF0396'
 SF0396'THE REFERENCE MONUMENT, STAMPED S-87-76 1976, IS A BRONZE,
 SF0396'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST
 SF0396'THAT IS 18 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 47
 SF0396'FEET SOUTH OF THE CENTERLINE OF A STREET, 44 FEET EAST OF THE
 SF0396'CENTERLINE OF A STREET, 31 FEET WEST OF THE CENTERLINE OF A
 SF0396'DRIVEWAY, 14 FEET SOUTH OF POWER POLE NO. 49-2, AND 7.1 FEET
 SF0396'NORTH-NORTHEAST OF A STEEL WITNESS POST WITH METAL SIGN
 SF0396'ATTACHED.
 SF0396'
 SF0396'REFERENCE MARK 1, STAMPED S-87-76 1 1976, IS A BRONZE,
 SF0396'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST
 SF0396'THAT IS 12 INCHES IN DIAMETER AND 2 INCHES BELOW THE SURFACE.  IT
 SF0396'IS 55.2 FEET EAST-NORTHEAST OF THE WITNESS POST, 30 FEET SOUTH OF
 SF0396'THE CENTERLINE OF A STREET, 23 FEET EAST OF THE CENTERLINE OF A
 SF0396'DRIVEWAY, AND 1.08 METER HIGHER THAN THE REFERENCE MONUMENT.
 SF0396'
 SF0396'REFERENCE MARK 2, STAMPED S-87-76 2 1976, IS A BRONZE
 SF0396'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0396'POST THAT IS 12 INCHES IN DIAMETER AND 2 INCHES BELOW THE
 SF0396'SURFACE.  IT IS 42 FEET EAST OF THE CENTERLINE OF A STREET, 30
 SF0396'FEET WEST OF THE CENTERLINE OF THE DRIVEWAY, 18.3 FEET SOUTH OF
 SF0396'THE WITNESS POST, AND 0.27 METER HIGHER THAN THE REFERENCE
 SF0396'MONUMENT.
 SF0396'
 SF0396'NOTE--THE REFERENCE MARKS WERE LOCATED WITH SUCH CHECKS AND
 SF0396'ACCURACY THAT THEY MAY BE USED IN LIEU OF LOST REFERENCE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0424 ***********************************************************************
 SF0424  DESIGNATION -  REFERENCE MON S 90 RM 1
 SF0424  PID         -  SF0424
 SF0424  STATE/COUNTY-  ME/AROOSTOOK
 SF0424  USGS QUAD   -  FORT KENT SOUTH (1985)
 SF0424
 SF0424                         *CURRENT SURVEY CONTROL
 SF0424  ___________________________________________________________________
 SF0424* NAD 83(1996)-  47 14 28.03799(N)    068 36 11.48179(W)     ADJUSTED  
 SF0424* NAVD 88     -       199.3    (meters)     654.     (feet)  VERTCON   
 SF0424  ___________________________________________________________________
 SF0424  LAPLACE CORR-           6.36  (seconds)                    DEFLEC99
 SF0424  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 SF0424
 SF0424  HORZ ORDER  -  SECOND
 SF0424
 SF0424.The horizontal coordinates were established by classical geodetic methods
 SF0424.and adjusted by the National Geodetic Survey in March 1998..
 SF0424
 SF0424.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0424
 SF0424.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0424
 SF0424.The geoid height was determined by GEOID03.
 SF0424
 SF0424;                    North         East     Units Scale Factor Converg.
 SF0424;SPC ME E     -   397,232.672   292,187.987   MT  0.99990075   -0 04 32.7
 SF0424;UTM  19      - 5,232,036.008   530,031.749   MT  0.99961108   +0 17 28.9
 SF0424
 SF0424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0424!SPC ME E     -   0.99997260  x   0.99990075  =   0.99987335
 SF0424!UTM  19      -   0.99997260  x   0.99961108  =   0.99958369
 SF0424
 SF0424:                Primary Azimuth Mark                     Grid Az
 SF0424:SPC ME E     -  CLAIR CATH CH SP IBC 1976                004 47 42.4
 SF0424:UTM  19      -  CLAIR CATH CH SP IBC 1976                004 25 40.8
 SF0424
 SF0424|---------------------------------------------------------------------|
 SF0424| PID    Reference Object                     Distance      Geod. Az  |
 SF0424|                                                           dddmmss.s |
 SF0424| SF0401 CLAIR CATH CH SP IBC 1976           APPROX. 1.5 KM 0044309.7 |
 SF0424| SF0400 FT KENT CATH CH SP IBC 1976         APPROX. 1.7 KM 0314323.3 |
 SF0424| DA6302 REFERENCE MON S 90 RM 2               9.639 METERS 26924     |
 SF0424| SF0425 S90 IBC 1976                          7.543 METERS 30042     |
 SF0424| SF0407 C84 IBC 1976                        APPROX. 1.5 KM 3114622.4 |
 SF0424| SF0427 S90 IBC 1951                        398.397 METERS 34650     |
 SF0424| SF0426 S90 IBC 1951 A PT 1976              390.900 METERS 34757     |
 SF0424|---------------------------------------------------------------------|
 SF0424
 SF0424                          SUPERSEDED SURVEY CONTROL
 SF0424
 SF0424  NAD 83(1992)-  47 14 28.03230(N)    068 36 11.47802(W) AD(       ) 2
 SF0424  NAD 83(1986)-  47 14 28.03924(N)    068 36 11.47288(W) AD(       ) 2
 SF0424  NAD 27      -  47 14 27.89933(N)    068 36 13.30896(W) AD(       ) 2
 SF0424  NGVD 29 (07/19/86)  199.4    (m)          654.     (f) VERT ANG       
 SF0424
 SF0424.Superseded values are not recommended for survey control.
 SF0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0424.See file dsdata.txt to determine how the superseded data were derived.
 SF0424
 SF0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN3003232036(NAD 83)
 SF0424_MARKER: Z = SEE DESCRIPTION
 SF0424_SETTING: 0 = UNSPECIFIED SETTING
 SF0424
 SF0424  HISTORY     - Date     Condition        Report By
 SF0424  HISTORY     - 1976     MONUMENTED       IBC
 SF0424
 SF0424                          STATION DESCRIPTION
 SF0424
 SF0424'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1976 (CRM)
 SF0424'THE STATION IS LOCATED ABOUT 1/2 MILE SOUTHWEST OF FT. KENT,
 SF0424'MAINE, ON THE NORTH SLOPE OF A RIDGE, AT THE EAST EDGE OF A
 SF0424'WOODED AREA, AT THE WEST EDGE OF A FIELD, AND ON PROPERTY OWNED
 SF0424'BY THE ESTCOVITZ POTATO CO.
 SF0424'
 SF0424'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE HIGHWAY
 SF0424'161 NEAR THE RAILROAD STATION IN FT. KENT, GO WESTERLY ON
 SF0424'U.S. HIGHWAY 1 AND STATE HIGHWAY 161, (U.S. HIGHWAY 1 ENDS AT
 SF0424'1.0 MILE), FOR 1.3 MILES TO A SIDE STREET LEFT.  TURN LEFT AND
 SF0424'GO SOUTH FOR 0.05 MILE TO A 3-WAY FORK.  TAKE THE MIDDLE FORK
 SF0424'AND CONTINUE SOUTHERLY FOR 0.1 MILE TO A Y-FORK.  TAKE THE LEFT
 SF0424'FORK, SOUTHERLY, FOR 0.1 MILE TO A 3-WAY FORK ON THE SOUTH SIDE
 SF0424'OF A BARN.  TAKE THE LEFT FORK AND GO SOUTH AND SOUTHEAST,
 SF0424'ALONG THE EAST EDGE OF A WOODED AREA, FOR 0.15 MILE TO THE
 SF0424'STATION ON THE RIGHT, SOUTHWEST SIDE OF THE ROAD.
 SF0424'
 SF0424'THE STATION MARK, STAMPED S-90-76 1 1976, IS A BRONZE,
 SF0424'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST
 SF0424'THAT IS 12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS
 SF0424'21.9 FEET SOUTHEAST OF A STEEL WITNESS POST WITH METAL SIGN
 SF0424'ATTACHED AND 18 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD.
 SF0424'
 SF0424'REFERENCE MONUMENT S-90-76, STAMPED S-90-76 1976, IS A BRONZE,
 SF0424'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL,
 SF0424'CONCRETE POST THAT IS 18 INCHES IN DIAMETER AND FLUSH WITH THE
 SF0424'GROUND.  IT IS 18 FEET SOUTHWEST OF THE CENTER LINE OF THE
 SF0424'ROAD, 5.5 FEET NORTH OF THE WITNESS POST, AND 0.94 METER LOWER
 SF0424'THAN THE STATION.
 SF0424'
 SF0424'REFERENCE MARK 2, STAMPED S-90-76 2 1976, IS A BRONZE,
 SF0424'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0424'POST THAT IS 12 INCHES IN DIAMETER AND FLUSH WITH THE
 SF0424'GROUND.  IT IS 32 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD,
 SF0424'12.7 FEET SOUTHWEST OF THE WITNESS POST, AND 0.84 METER LOWER
 SF0424'THAN THE STATION.  THE ARROW ON THE DISK POINTS TOWARD
 SF0424'REFERENCE MONUMENT S-90-76.
 SF0424'
 SF0424'NOTE--REFERENCE MARK 2 WAS LOCATED WITH SUCH CHECKS AND
 SF0424'ACCURACY THAT IT MAY BE USED IN LIEU OF LOST STATION OR
 SF0424'REFERENCE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0429 ***********************************************************************
 SF0429  DESIGNATION -  REFERENCE MON S 91
 SF0429  PID         -  SF0429
 SF0429  STATE/COUNTY-  ME/AROOSTOOK
 SF0429  USGS QUAD   -  FORT KENT SOUTH (1985)
 SF0429
 SF0429                         *CURRENT SURVEY CONTROL
 SF0429  ___________________________________________________________________
 SF0429* NAD 83(1996)-  47 14 22.46413(N)    068 36 47.28450(W)     ADJUSTED  
 SF0429* NAVD 88     -       191.5    (meters)     628.     (feet)  VERTCON   
 SF0429  ___________________________________________________________________
 SF0429  LAPLACE CORR-           6.33  (seconds)                    DEFLEC99
 SF0429  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 SF0429
 SF0429  HORZ ORDER  -  SECOND
 SF0429
 SF0429.The horizontal coordinates were established by classical geodetic methods
 SF0429.and adjusted by the National Geodetic Survey in March 1998..
 SF0429
 SF0429.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0429.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0429
 SF0429.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0429
 SF0429.The geoid height was determined by GEOID03.
 SF0429
 SF0429;                    North         East     Units Scale Factor Converg.
 SF0429;SPC ME E     -   397,061.601   291,434.831   MT  0.99990090   -0 04 59.0
 SF0429;UTM  19      - 5,231,860.165   529,279.922   MT  0.99961054   +0 17 02.5
 SF0429
 SF0429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0429!SPC ME E     -   0.99997382  x   0.99990090  =   0.99987472
 SF0429!UTM  19      -   0.99997382  x   0.99961054  =   0.99958437
 SF0429
 SF0429|---------------------------------------------------------------------|
 SF0429| PID    Reference Object                     Distance      Geod. Az  |
 SF0429|                                                           dddmmss.s |
 SF0429| DA6303 REFERENCE MON S 91 RM 1              11.624 METERS 06023     |
 SF0429| SF0444 REFERENCE MON C 85                  APPROX. 1.3 KM 2955454.9 |
 SF0429| DA6304 REFERENCE MON S 91 RM 2               5.931 METERS 33936     |
 SF0429|---------------------------------------------------------------------|
 SF0429
 SF0429                          SUPERSEDED SURVEY CONTROL
 SF0429
 SF0429  NAD 83(1992)-  47 14 22.45833(N)    068 36 47.28064(W) AD(       ) 2
 SF0429  NAD 83(1986)-  47 14 22.46535(N)    068 36 47.27556(W) AD(       ) 2
 SF0429  NAD 27      -  47 14 22.32564(N)    068 36 49.11057(W) AD(       ) 2
 SF0429  NGVD 29 (07/19/86)  191.6    (m)          629.     (f) VERT ANG       
 SF0429
 SF0429.Superseded values are not recommended for survey control.
 SF0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0429.See file dsdata.txt to determine how the superseded data were derived.
 SF0429
 SF0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN2928031860(NAD 83)
 SF0429_MARKER: Z = SEE DESCRIPTION
 SF0429_SETTING: 0 = UNSPECIFIED SETTING
 SF0429
 SF0429  HISTORY     - Date     Condition        Report By
 SF0429  HISTORY     - 1976     MONUMENTED       IBC
 SF0429
 SF0429                          STATION DESCRIPTION
 SF0429
 SF0429'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1976 (CRM)
 SF0429'THE MOMUMENT IS LOCATED ABOUT 1 MILE SOUTHWEST OF FT. KENT,
 SF0429'MAINE, IN A BRUSHY AREA AT THE NORTH EDGE OF A FIELD, AND ON
 SF0429'PROPERTY OWNED BY MR. JAMES DAIGLE.
 SF0429'
 SF0429'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE HIGHWAY
 SF0429'161 NEAR THE RAILROAD STATION IN FT. KENT, GO WESTERLY ON
 SF0429'U.S. HIGHWAY 1 AND STATE HIGHWAY 161, (U.S. HIGHWAY 1 ENDS AT
 SF0429'1.0 MILE), FOR 1.7 MILES TO A BARN ON THE LEFT AND A SIDE ROAD
 SF0429'LEFT.  TURN LEFT, PASS ON THE WEST END OF THE BARN, AND GO
 SF0429'SOUTH ON THE FIELD ROAD FOR 0.2 MILE TO A POINT WHERE THE ROAD
 SF0429'BEARS TO THE RIGHT AND THE MONUMENT ON THE LEFT, EAST, SIDE OF
 SF0429'THE ROAD.
 SF0429'
 SF0429'THE REFERENCE MONUMENT, STAMPED S-91-76 1976, IS A BRONZE,
 SF0429'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL,
 SF0429'CONCRETE POST THAT IS 18 INCHES IN DIAMETER AND FLUSH WITH THE
 SF0429'GROUND.  IT 35 FEET EAST OF THE CENTERLINE OF THE ROAD, 33
 SF0429'FEET NORTH OF THE NORTH EDGE OF A FIELD, AND 5.6 FEET
 SF0429'SOUTH-SOUTHWEST OF A STEEL WITNESS POST WITH METAL SIGN
 SF0429'ATTACHED.
 SF0429'
 SF0429'REFERENCE MARK 1, STAMPED S-91-76 1 1976, IS A BRONZE,
 SF0429'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0429'POST THAT IS 12 INCHES IN DIAMETER AND FLUSH WITH THE
 SF0429'GROUND.  IT IS 35.2 FEET EAST OF THE WITNESS POST, 31 FEET
 SF0429'NORTH OF THE NORTH EDGE OF THE FIELD, AND 0.13 METER LOWER THAN
 SF0429'THE REFERENCE MONUMENT.
 SF0429'
 SF0429'REFERENCE MARK 2, STAMPED S-91-76 2 1976, IS A BRONZE,
 SF0429'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0429'POST THAT IS 12 INCHES IN DIAMETER AND FLUSH WITH THE
 SF0429'GROUND.  IT IS 35 FEET EAST OF THE CENTERLINE OF THE ROAD, 14.4
 SF0429'FEET NORTH-NORTHWEST OF THE WITNESS POST, AND 0.62 METER LOWER
 SF0429'THAN THE REFERENCE MONUMENT.
 SF0429'
 SF0429'NOTE--THE REFERENCE MARKS WERE LOCATED WITH SUCH CHECKS AND
 SF0429'ACCURACY THAT THEY MAY BE USED IN LIEU OF LOST REFERENCE
 SF0429'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0443 ***********************************************************************
 SF0443  DESIGNATION -  REFERENCE MON S 92
 SF0443  PID         -  SF0443
 SF0443  STATE/COUNTY-  ME/AROOSTOOK
 SF0443  USGS QUAD   -  WHEELOCK (1985)
 SF0443
 SF0443                         *CURRENT SURVEY CONTROL
 SF0443  ___________________________________________________________________
 SF0443* NAD 83(1996)-  47 14 16.47985(N)    068 37 41.11649(W)     ADJUSTED  
 SF0443* NAVD 88     -       182.0    (meters)     597.     (feet)  VERTCON   
 SF0443  ___________________________________________________________________
 SF0443  LAPLACE CORR-           5.92  (seconds)                    DEFLEC99
 SF0443  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 SF0443
 SF0443  HORZ ORDER  -  SECOND
 SF0443
 SF0443.The horizontal coordinates were established by classical geodetic methods
 SF0443.and adjusted by the National Geodetic Survey in March 1998..
 SF0443
 SF0443.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0443.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0443
 SF0443.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0443
 SF0443.The geoid height was determined by GEOID03.
 SF0443
 SF0443;                    North         East     Units Scale Factor Converg.
 SF0443;SPC ME E     -   396,878.562   290,302.444   MT  0.99990116   -0 05 38.5
 SF0443;UTM  19      - 5,231,669.930   528,149.061   MT  0.99960974   +0 16 23.0
 SF0443
 SF0443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0443!SPC ME E     -   0.99997531  x   0.99990116  =   0.99987648
 SF0443!UTM  19      -   0.99997531  x   0.99960974  =   0.99958506
 SF0443
 SF0443:                Primary Azimuth Mark                     Grid Az
 SF0443:SPC ME E     -  CLAIR CATH CH SP IBC 1976                046 56 23.5
 SF0443:UTM  19      -  CLAIR CATH CH SP IBC 1976                046 34 22.0
 SF0443
 SF0443|---------------------------------------------------------------------|
 SF0443| PID    Reference Object                     Distance      Geod. Az  |
 SF0443|                                                           dddmmss.s |
 SF0443| SF0401 CLAIR CATH CH SP IBC 1976           APPROX. 2.8 KM 0465045.0 |
 SF0443| SF0400 FT KENT CATH CH SP IBC 1976         APPROX. 3.3 KM 0571823.0 |
 SF0443| SF0387 FT KENT CAB TV MAST IBC 1976        APPROX. 6.9 KM 0732010.2 |
 SF0443| DA6305 REFERENCE MON S 92 RM 1              12.152 METERS 10729     |
 SF0443| DA6306 REFERENCE MON S 92 RM 2               7.760 METERS 27024     |
 SF0443| SF0452 REFERENCE MON C 88                  APPROX. 2.6 KM 2883751.1 |
 SF0443|---------------------------------------------------------------------|
 SF0443
 SF0443                          SUPERSEDED SURVEY CONTROL
 SF0443
 SF0443  NAD 83(1992)-  47 14 16.47394(N)    068 37 41.11264(W) AD(       ) 2
 SF0443  NAD 83(1986)-  47 14 16.48102(N)    068 37 41.10759(W) AD(       ) 2
 SF0443  NAD 27      -  47 14 16.34173(N)    068 37 42.94135(W) AD(       ) 2
 SF0443  NGVD 29 (07/19/86)  182.1    (m)          597.     (f) VERT ANG       
 SF0443
 SF0443.Superseded values are not recommended for survey control.
 SF0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0443.See file dsdata.txt to determine how the superseded data were derived.
 SF0443
 SF0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN2814931670(NAD 83)
 SF0443_MARKER: Z = SEE DESCRIPTION
 SF0443_SETTING: 0 = UNSPECIFIED SETTING
 SF0443
 SF0443  HISTORY     - Date     Condition        Report By
 SF0443  HISTORY     - 1976     MONUMENTED       IBC
 SF0443
 SF0443                          STATION DESCRIPTION
 SF0443
 SF0443'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1976 (CRM)
 SF0443'THE MONUMENT IS LOCATED ABOUT 1-3/4 MILES SOUTHWEST OF
 SF0443'FT. KENT, MAINE AND ON HIGHWAY RIGHT-OF-WAY.
 SF0443'
 SF0443'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE
 SF0443'HIGHWAY 161 NEAR THE RAILROAD STATION IN FT. KENT, GO WESTERLY
 SF0443'ON U.S. HIGHWAY 1 AND STATE HIGHWAY 161 (U.S. HIGHWAY 1 ENDS AT
 SF0443'1.0 MILE), FOR 2.5 MILES TO A SIDE ROAD LEFT AND THE MONUMENT
 SF0443'IN THE SOUTHEAST ANGLE OF THE INTERSECTION.
 SF0443'
 SF0443'THE REFERENCE MONUMENT, STAMPED S-92-76 1976, IS A BRONZE,
 SF0443'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL,
 SF0443'CONCRETE POST THAT IS 18 INCHES IN DIAMETER AND FLUSH WITH THE
 SF0443'GROUND.  IT IS 55 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 SF0443'74 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 10.1 FEET SOUTH
 SF0443'OF A STEEL WITNESS POST WITH METAL SIGN ATTACHED.
 SF0443'
 SF0443'REFERENCE MARK 1, STAMPED S-92-76 1 1976, IS A BRONZE,
 SF0443'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0443'POST THAT IS 12 INCHES IN DIAMETER AND FLUSH WITH THE
 SF0443'GROUND.  IT IS 61 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 SF0443'43.4 FEET EAST-SOUTHEAST OF THE WITNESS POST, 34 FEET
 SF0443'WESTSOUTHWEST OF POWER POLE NO. 66, AND 0.41 METER HIGHER THAN
 SF0443'THE REFERENCE MONUMENT.
 SF0443'
 SF0443'REFERENCE MARK 2, STAMPED S-92-76 2 1976, IS A BRONZE,
 SF0443'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0443'POST THAT IS 12 INCHES IN DIAMETER AND FLUSH WITH THE
 SF0443'GROUND.  IT IS 59 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 SF0443'49 FEET EAST OF THE CENTERLINE OF THE ROAD, 27.7 FEET
 SF0443'SOUTHWEST OF THE WITNESS POST, AND 0.17 METER HIGHER THAN THE
 SF0443'REFERENCE MONUMENT.
 SF0443'
 SF0443'NOTE--THE REFERENCE MARKS WERE LOCATED WITH SUCH CHECKS AND
 SF0443'ACCURACY THAT THEY MAY BE USED IN LIEU OF LOST REFERENCE
 SF0443'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0445 ***********************************************************************
 SF0445  DESIGNATION -  REFERENCE MON S 93
 SF0445  PID         -  SF0445
 SF0445  STATE/COUNTY-  ME/AROOSTOOK
 SF0445  USGS QUAD   -  WHEELOCK (1985)
 SF0445
 SF0445                         *CURRENT SURVEY CONTROL
 SF0445  ___________________________________________________________________
 SF0445* NAD 83(1996)-  47 14 19.17050(N)    068 38 13.92018(W)     ADJUSTED  
 SF0445* NAVD 88     -       178.5    (meters)     586.     (feet)  VERTCON   
 SF0445  ___________________________________________________________________
 SF0445  LAPLACE CORR-           5.74  (seconds)                    DEFLEC99
 SF0445  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 SF0445
 SF0445  HORZ ORDER  -  SECOND
 SF0445
 SF0445.The horizontal coordinates were established by classical geodetic methods
 SF0445.and adjusted by the National Geodetic Survey in March 1998..
 SF0445
 SF0445.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0445
 SF0445.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0445
 SF0445.The geoid height was determined by GEOID03.
 SF0445
 SF0445;                    North         East     Units Scale Factor Converg.
 SF0445;SPC ME E     -   396,962.819   289,612.709   MT  0.99990133   -0 06 02.6
 SF0445;UTM  19      - 5,231,749.743   527,459.001   MT  0.99960927   +0 15 58.9
 SF0445
 SF0445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0445!SPC ME E     -   0.99997587  x   0.99990133  =   0.99987720
 SF0445!UTM  19      -   0.99997587  x   0.99960927  =   0.99958515
 SF0445
 SF0445:                Primary Azimuth Mark                     Grid Az
 SF0445:SPC ME E     -  CLAIR CATH CH SP IBC 1976                056 22 48.9
 SF0445:UTM  19      -  CLAIR CATH CH SP IBC 1976                056 00 47.4
 SF0445
 SF0445|---------------------------------------------------------------------|
 SF0445| PID    Reference Object                     Distance      Geod. Az  |
 SF0445|                                                           dddmmss.s |
 SF0445| SF0401 CLAIR CATH CH SP IBC 1976           APPROX. 3.2 KM 0561646.3 |
 SF0445| SF0387 FT KENT CAB TV MAST IBC 1976        APPROX. 7.6 KM 0752557.6 |
 SF0445| DA6307 REFERENCE MON S 93 RM 1              12.614 METERS 08613     |
 SF0445| SF0447 REFERENCE MON S 94                  APPROX. 0.6 KM 2650915.1 |
 SF0445| DA6308 REFERENCE MON S 93 RM 2              14.220 METERS 26604     |
 SF0445| SF0446 REFERENCE MON C 86                  APPROX. 0.6 KM 3561052.4 |
 SF0445|---------------------------------------------------------------------|
 SF0445
 SF0445                          SUPERSEDED SURVEY CONTROL
 SF0445
 SF0445  NAD 83(1992)-  47 14 19.16453(N)    068 38 13.91635(W) AD(       ) 2
 SF0445  NAD 83(1986)-  47 14 19.17166(N)    068 38 13.91132(W) AD(       ) 2
 SF0445  NAD 27      -  47 14 19.03282(N)    068 38 15.74444(W) AD(       ) 2
 SF0445  NGVD 29 (07/19/86)  178.6    (m)          586.     (f) VERT ANG       
 SF0445
 SF0445.Superseded values are not recommended for survey control.
 SF0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0445.See file dsdata.txt to determine how the superseded data were derived.
 SF0445
 SF0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN2745931750(NAD 83)
 SF0445_MARKER: Z = SEE DESCRIPTION
 SF0445_SETTING: 0 = UNSPECIFIED SETTING
 SF0445
 SF0445  HISTORY     - Date     Condition        Report By
 SF0445  HISTORY     - 1976     MONUMENTED       IBC
 SF0445
 SF0445                          STATION DESCRIPTION
 SF0445
 SF0445'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1976 (CRM)
 SF0445'THE MONUMENT IS LOCATED ABOUT 2 MILES SOUTHWEST OF FT. KENT,
 SF0445'MAINE AND ON HIGHWAY RIGHT-OF-WAY.
 SF0445'
 SF0445'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE HIGHWAY 161
 SF0445'THAT IS NEAR THE RAILROAD STATION IN FT. KENT, GO WESTERLY ON
 SF0445'U.S. HIGHWAY 1 AND STATE HIGHWAY 161, (U.S. HIGHWAY 1 ENDS AT 1.0
 SF0445'MILE), FOR 2.5 MILES TO A SIDE ROAD LEFT, CONTINUE WESTERLY ON
 SF0445'STATE HIGHWAY 161 FOR 0.4 MILE TO THE MONUMENT ON THE RIGHT,
 SF0445'NORTH, SIDE OF THE HIGHWAY.  THIS IS ABOUT 100 FEET BEFORE
 SF0445'REACHING A 1-1/2 STORY HOUSE ON THE NORTH SIDE OF THE
 SF0445'HIGHWAY.
 SF0445'
 SF0445'THE REFERENCE MONUMENT, STAMPED S-93-76 1976, IS A BRONZE,
 SF0445'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0445'POST THAT IS 18 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT
 SF0445'IS 28 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 24 FEET WEST OF
 SF0445'POWER POLE NO. 35, AND 7.6 FEET WEST-NORTHWEST OF A STEEL WITNESS
 SF0445'POST WITH METAL SIGN ATTACHED.
 SF0445'
 SF0445'REFERENCE MARK 1, STAMPED S-93-76 1 1976, IS A BRONZE, REFERENCE
 SF0445'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0445'12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 34.1 FEET
 SF0445'EAST OF THE WITNESS POST, 29 FEET NORTH OF THE CENTERLINE OF THE
 SF0445'HIGHWAY, 17 FEET EAST OF POWER POLE NO. 35, AND 0.23 METER HIGHER
 SF0445'THAN THE REFERENCE MONUMENT.
 SF0445'
 SF0445'REFERENCE MARK 2, STAMPED S-93-76 2 1976, IS A BRONZE, REFERENCE
 SF0445'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS 12
 SF0445'INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 53.9 FEET
 SF0445'WEST OF THE WITNESS POST, 58 FEET EAST OF THE CENTERLINE OF A
 SF0445'DRIVEWAY, 28 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND
 SF0445'0.14 METER LOWER THAN THE REFERENCE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0447 ***********************************************************************
 SF0447  DESIGNATION -  REFERENCE MON S 94
 SF0447  PID         -  SF0447
 SF0447  STATE/COUNTY-  ME/AROOSTOOK
 SF0447  USGS QUAD   -  WHEELOCK (1985)
 SF0447
 SF0447                         *CURRENT SURVEY CONTROL
 SF0447  ___________________________________________________________________
 SF0447* NAD 83(1996)-  47 14 17.42241(N)    068 38 44.17688(W)     ADJUSTED  
 SF0447* NAVD 88     -       173.3    (meters)     569.     (feet)  VERTCON   
 SF0447  ___________________________________________________________________
 SF0447  LAPLACE CORR-           5.77  (seconds)                    DEFLEC99
 SF0447  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 SF0447
 SF0447  HORZ ORDER  -  SECOND
 SF0447
 SF0447.The horizontal coordinates were established by classical geodetic methods
 SF0447.and adjusted by the National Geodetic Survey in March 1998..
 SF0447
 SF0447.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0447
 SF0447.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0447
 SF0447.The geoid height was determined by GEOID03.
 SF0447
 SF0447;                    North         East     Units Scale Factor Converg.
 SF0447;SPC ME E     -   396,909.993   288,976.301   MT  0.99990149   -0 06 24.8
 SF0447;UTM  19      - 5,231,692.857   526,823.130   MT  0.99960884   +0 15 36.7
 SF0447
 SF0447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0447!SPC ME E     -   0.99997668  x   0.99990149  =   0.99987818
 SF0447!UTM  19      -   0.99997668  x   0.99960884  =   0.99958553
 SF0447
 SF0447|---------------------------------------------------------------------|
 SF0447| PID    Reference Object                     Distance      Geod. Az  |
 SF0447|                                                           dddmmss.s |
 SF0447| DA6309 REFERENCE MON S 94 RM 1              27.800 METERS 07605     |
 SF0447| DA6310 REFERENCE MON S 94 RM 2              32.465 METERS 25543     |
 SF0447| SF0449 REFERENCE MON C 87                  APPROX. 0.8 KM 3463828.3 |
 SF0447|---------------------------------------------------------------------|
 SF0447
 SF0447                          SUPERSEDED SURVEY CONTROL
 SF0447
 SF0447  NAD 83(1992)-  47 14 17.41638(N)    068 38 44.17306(W) AD(       ) 2
 SF0447  NAD 83(1986)-  47 14 17.42355(N)    068 38 44.16806(W) AD(       ) 2
 SF0447  NAD 27      -  47 14 17.28500(N)    068 38 46.00064(W) AD(       ) 2
 SF0447  NGVD 29 (07/19/86)  173.4    (m)          569.     (f) VERT ANG       
 SF0447
 SF0447.Superseded values are not recommended for survey control.
 SF0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0447.See file dsdata.txt to determine how the superseded data were derived.
 SF0447
 SF0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN2682331693(NAD 83)
 SF0447_MARKER: Z = SEE DESCRIPTION
 SF0447_SETTING: 0 = UNSPECIFIED SETTING
 SF0447
 SF0447  HISTORY     - Date     Condition        Report By
 SF0447  HISTORY     - 1976     MONUMENTED       IBC
 SF0447
 SF0447                          STATION DESCRIPTION
 SF0447
 SF0447'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1976 (CRM)
 SF0447'THE MONUMENT IS LOCATED ABOUT 2-1/4 MILES SOUTHWEST OF FT.
 SF0447'KENT, MAINE, ON HIGHWAY RIGHT-OF-WAY, AND IN FRONT OF AN OLD
 SF0447'BUILDING THAT WAS FORMERLY LONGFELLOW SCHOOL.
 SF0447'
 SF0447'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE HIGHWAY
 SF0447'161 THAT IS NEAR THE RAILROAD STATION IN FT. KENT, GO WESTERLY
 SF0447'ON U.S. HIGHWAY 1 AND STATE HIGHWAY 161, (U.S. HIGHWAY 1 ENDS AT
 SF0447'1.0 MILES), FOR 2.5 MILES TO A SIDE ROAD LEFT.  CONTINUE WESTERLY
 SF0447'ON STATE HIGHWAY 161 FOR 0.8 MILE TO THE MONUMENT ON THE RIGHT,
 SF0447'NORTH, SIDE OF THE HIGHWAY.
 SF0447'
 SF0447'THE REFERENCE MONUMENT, STAMPED S-94-76 1976, IS A BRONZE,
 SF0447'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0447'POST THAT IS 18 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT
 SF0447'IS 49 FEET WEST OF THE CENTERLINE OF A DRIVEWAY, 24 FEET NORTH OF
 SF0447'THE HIGHWAY, AND 4.1 FEET EAST OF A STEEL WITNESS POST WITH METAL
 SF0447'SIGN ATTACHED.
 SF0447'
 SF0447'REFERENCE MARK 1, STAMPED S-94-76 1 1976, IS A BRONZE,
 SF0447'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0447'POST THAT IS 12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT
 SF0447'IS 94.7 FEET EAST OF THE WITNESS POST, 42 FEET EAST OF THE
 SF0447'CENTERLINE OF A DRIVEWAY, 24 FEET NORTH OF THE CENTERLINE OF THE
 SF0447'HIGHWAY, 3 FEET SOUTH OF POWER POLE NO. 35-69, AND 0.09 METER
 SF0447'HIGHER THAN THE REFERENCE MONUMENT.
 SF0447'
 SF0447'REFERENCE MARK 2, STAMPED S-94-76 2 1976, IS A BRONZE,
 SF0447'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0447'POST THAT IS 12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT
 SF0447'IS 102.6 FEET WEST OF THE WITNESS POST, 25 FEET NORTH OF THE
 SF0447'CENTERLINE OF THE HIGHWAY, 20 FEET WEST OF THE CENTERLINE OF A
 SF0447'DRIVEWAY LEADING TO THE OLD SCHOOLYARD, AND 0.25 METER HIGHER
 SF0447'THAN THE REFERENCE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0450 ***********************************************************************
 SF0450  DESIGNATION -  REFERENCE MON S 95
 SF0450  PID         -  SF0450
 SF0450  STATE/COUNTY-  ME/AROOSTOOK
 SF0450  USGS QUAD   -  WHEELOCK (1985)
 SF0450
 SF0450                         *CURRENT SURVEY CONTROL
 SF0450  ___________________________________________________________________
 SF0450* NAD 83(1996)-  47 13 32.54021(N)    068 39 31.57499(W)     ADJUSTED  
 SF0450* NAVD 88     -       214.0    (meters)     702.     (feet)  VERTCON   
 SF0450  ___________________________________________________________________
 SF0450  LAPLACE CORR-           5.35  (seconds)                    DEFLEC99
 SF0450  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 SF0450
 SF0450  HORZ ORDER  -  SECOND
 SF0450
 SF0450.The horizontal coordinates were established by classical geodetic methods
 SF0450.and adjusted by the National Geodetic Survey in March 1998..
 SF0450
 SF0450.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0450
 SF0450.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0450
 SF0450.The geoid height was determined by GEOID03.
 SF0450
 SF0450;                    North         East     Units Scale Factor Converg.
 SF0450;SPC ME E     -   395,526.021   287,976.676   MT  0.99990178   -0 06 59.6
 SF0450;UTM  19      - 5,230,302.918   525,832.683   MT  0.99960820   +0 15 01.7
 SF0450
 SF0450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0450!SPC ME E     -   0.99997031  x   0.99990178  =   0.99987209
 SF0450!UTM  19      -   0.99997031  x   0.99960820  =   0.99957852
 SF0450
 SF0450|---------------------------------------------------------------------|
 SF0450| PID    Reference Object                     Distance      Geod. Az  |
 SF0450|                                                           dddmmss.s |
 SF0450| DA6311 REFERENCE MON S 95 RM 1               5.934 METERS 14654     |
 SF0450| DA6312 REFERENCE MON S 95 RM 2               7.735 METERS 26742     |
 SF0450| SF0451 REFERENCE MON 154                   APPROX. 1.3 KM 3561025.3 |
 SF0450|---------------------------------------------------------------------|
 SF0450
 SF0450                          SUPERSEDED SURVEY CONTROL
 SF0450
 SF0450  NAD 83(1992)-  47 13 32.53408(N)    068 39 31.57098(W) AD(       ) 2
 SF0450  NAD 83(1986)-  47 13 32.54131(N)    068 39 31.56613(W) AD(       ) 2
 SF0450  NAD 27      -  47 13 32.40295(N)    068 39 33.39823(W) AD(       ) 2
 SF0450  NGVD 29 (07/19/86)  214.1    (m)          702.     (f) VERT ANG       
 SF0450
 SF0450.Superseded values are not recommended for survey control.
 SF0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0450.See file dsdata.txt to determine how the superseded data were derived.
 SF0450
 SF0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN2583330303(NAD 83)
 SF0450_MARKER: Z = SEE DESCRIPTION
 SF0450_SETTING: 0 = UNSPECIFIED SETTING
 SF0450
 SF0450  HISTORY     - Date     Condition        Report By
 SF0450  HISTORY     - 1976     MONUMENTED       IBC
 SF0450
 SF0450                          STATION DESCRIPTION
 SF0450
 SF0450'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1976 (CRM)
 SF0450'*THE MONUMENT IS LOCATED ABOUT 2-3/4 MILES SOUTHWEST OF FT. KENT,
 SF0450'MAINE, JUST INSIDE THE WOODS LINE AT THE SOUTH EDGE OF THE FT. KENT
 SF0450'GOLF CLUB, AND ON PROPERTY OWNED BY THE FT. KENT GOLF CLUB.
 SF0450'
 SF0450'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE HIGHWAY
 SF0450'161 NEAR THE RAILROAD STATION IN FT. KENT, GO WESTERLY ON
 SF0450'U.S. HIGHWAY 1 AND STATE HIGHWAY 161, (U.S. HIGHWAY 1 ENDS AT 1.0
 SF0450'MILE), FOR 2.5 MILES TO A SIDE ROAD LEFT.  CONTINUE WESTERLY
 SF0450'ON STATE HIGHWAY 161 FOR 1.4 MILES TO THE ENTRANCE TO THE FT.
 SF0450'KENT GOLF CLUB ON THE LEFT.  TURN LEFT INTO THE GOLF CULB AND GO
 SF0450'SOUTH FOR ABOUT 100 FEET TO THE ENTRANCE TO THE PARKING
 SF0450'AREA ON THE RIGHT.  CONTINUE AHEAD, SOUTH, PASSING ON THE EAST
 SF0450'END OF THE CLUBHOUSE AND BETWEEN THE CLUB HOUSE AND A STORAGE
 SF0450'SHED, FOR ABOUT 0.2 MILE TO A POINT WHERE THE ROAD TURNS TO THE
 SF0450'LEFT AND THE END OF TRUCK TRAVEL.  PACK SOUTH FOR ABOUT 0.2 MILE
 SF0450'TO THE SOUTH SIDE OF THE GOLF COURSE, THE WOODS LINE, AND THE
 SF0450'MONUMENT.
 SF0450'
 SF0450'THE REFERENCE MONUMENT, STAMPED S-95-76 1976, IS A BRONZE,
 SF0450'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0450'POST THAT IS 18 INCHES IN DIAMETER AND PROJECTS 3 INCHES.  IT
 SF0450'IS 12 FEET SOUTH OF THE SOUTH EDGE OF A FAIRWAY AND 3.6 FEET
 SF0450'NORTH-NORTHEAST OF A STEEL WITNESS POST WITH METAL SIGN ATTACHED.
 SF0450'
 SF0450'REFERENCE MARK 1, STAMPED S-95-76 1 1976, IS A BRONZE, REFERENCE
 SF0450'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 SF0450'12 INCHES IN DIAMETER AND PROJECTS 4 INCHES.  IT IS 27 FEET SOUTH
 SF0450'OF THE SOUTH EDGE OF THE FAIRWAY, 17.3 FEET SOUTHEAST OF THE
 SF0450'WITNESS POST, AND 0.58 METER HIGHER THAN THE REFERENCE MONUMENT.
 SF0450'
 SF0450'REFERENCE MARK 2, STAMPED S-95-76 2 1976, IS A BRONZE, REFERENCE
 SF0450'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT
 SF0450'IS 12 INCHES IN DIAMETER AND PROJECTS 2 INCHES.  IT IS 25.0
 SF0450'FEET WEST-NORTHWEST OF THE WITNESS POST, 13 FEET SOUTH OF THE
 SF0450'SOUTH EDGE OF THE FAIRWAY, AND 0.54 METER HIGHER THAN THE
 SF0450'REFERENCE MONUMENT.
 SF0450'
 SF0450'NOTE--THE REFERENCE MARKS WERE LOCATED WITH SUCH CHECKS AND
 SF0450'ACCURACY THAT THEY MAY BE USED IN LIEU OF LOST REFERENCE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0455 ***********************************************************************
 SF0455  DESIGNATION -  REFERENCE MON S 96
 SF0455  PID         -  SF0455
 SF0455  STATE/COUNTY-  ME/AROOSTOOK
 SF0455  USGS QUAD   -  WHEELOCK (1985)
 SF0455
 SF0455                         *CURRENT SURVEY CONTROL
 SF0455  ___________________________________________________________________
 SF0455* NAD 83(1996)-  47 13 48.26552(N)    068 40 29.97036(W)     ADJUSTED  
 SF0455* NAVD 88     -       211.3    (meters)     693.     (feet)  VERTCON   
 SF0455  ___________________________________________________________________
 SF0455  LAPLACE CORR-           5.62  (seconds)                    DEFLEC99
 SF0455  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 SF0455
 SF0455  HORZ ORDER  -  SECOND
 SF0455
 SF0455.The horizontal coordinates were established by classical geodetic methods
 SF0455.and adjusted by the National Geodetic Survey in March 1998..
 SF0455
 SF0455.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0455
 SF0455.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0455
 SF0455.The geoid height was determined by GEOID03.
 SF0455
 SF0455;                    North         East     Units Scale Factor Converg.
 SF0455;SPC ME E     -   396,014.228   286,749.393   MT  0.99990216   -0 07 42.5
 SF0455;UTM  19      - 5,230,783.112   524,602.660   MT  0.99960744   +0 14 18.9
 SF0455
 SF0455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0455!SPC ME E     -   0.99997073  x   0.99990216  =   0.99987290
 SF0455!UTM  19      -   0.99997073  x   0.99960744  =   0.99957819
 SF0455
 SF0455|---------------------------------------------------------------------|
 SF0455| PID    Reference Object                     Distance      Geod. Az  |
 SF0455|                                                           dddmmss.s |
 SF0455| DA6313 REFERENCE MON S 96 RM 1               7.713 METERS 04349     |
 SF0455| SF0401 CLAIR CATH CH SP IBC 1976           APPROX. 6.2 KM 0633651.5 |
 SF0455| SF0387 FT KENT CAB TV MAST IBC 1976        APPROX.10.6 KM 0741812.6 |
 SF0455| DA6314 REFERENCE MON S 96 RM 2               7.775 METERS 25545     |
 SF0455| SF0456 REFERENCE MON C 90                  APPROX. 1.8 KM 3551730.3 |
 SF0455|---------------------------------------------------------------------|
 SF0455
 SF0455                          SUPERSEDED SURVEY CONTROL
 SF0455
 SF0455  NAD 83(1992)-  47 13 48.25923(N)    068 40 29.96645(W) AD(       ) 2
 SF0455  NAD 83(1986)-  47 13 48.26650(N)    068 40 29.96165(W) AD(       ) 2
 SF0455  NAD 27      -  47 13 48.12822(N)    068 40 31.79213(W) AD(       ) 2
 SF0455  NGVD 29 (07/19/86)  211.4    (m)          694.     (f) VERT ANG       
 SF0455
 SF0455.Superseded values are not recommended for survey control.
 SF0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0455.See file dsdata.txt to determine how the superseded data were derived.
 SF0455
 SF0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN2460330783(NAD 83)
 SF0455_MARKER: Z = SEE DESCRIPTION
 SF0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF0455_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF0455
 SF0455  HISTORY     - Date     Condition        Report By
 SF0455  HISTORY     - 1976     MONUMENTED       IBC
 SF0455  HISTORY     - 1977     GOOD             IBC
 SF0455
 SF0455                          STATION DESCRIPTION
 SF0455
 SF0455'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1976 (CRM)
 SF0455'THE MONUMENT IS LOCATED ABOUT 4 MILES SOUTHWEST OF FT. KENT,
 SF0455'MAINE, ON THE NORTH SLOPE OF A HIGH RIDGE, IN THE WOODS LINE AT
 SF0455'THE SOUTH EDGE OF A FIELD THAT IS COVERED WITH SMALL SPRUCE
 SF0455'TREES, AND ON PROPERTY OWNED BY MR. JAMES DAIGLE.
 SF0455'
 SF0455'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE HIGHWAY
 SF0455'161 NEAR THE RAILROAD STATION IN FT. KENT, GO WESTERLY ON
 SF0455'U.S. HIGHWAY 1 AND STATE HIGHWAY 161, (U.S. HIGHWAY 1 ENDS AT 1.0
 SF0455'MILE), FOR 2.5 MILES TO A SIDE ROAD LEFT.  CONTINUE WESTERLY ON
 SF0455'STATE HIGHWAY 161 FOR 2.2 MILES TO A SIDE ROAD LEFT, JUST WEST OF
 SF0455'THE DAIGLE RESIDENCE.  TURN LEFT AND GO SOUTHWEST, PASSING
 SF0455'THROUGH A SET OF BUILDINGS, FOR 0.3 MILE TO THE END OF TRUCK
 SF0455'TRAVEL AT A LARGE BARN ON THE SOUTH SIDE OF A RAILROAD TRACK.
 SF0455'PACK SOUTHWEST, PASSING THROUGH A BRUSHY FIELD AND UPGRADE, FOR
 SF0455'ABOUT 0.4 MILE TO WOODS LINE AND THE MONUMENT.
 SF0455'
 SF0455'THE REFERENCE MONUMENT, STAMPED S-96-76 1976, IS A BRONZE,
 SF0455'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0455'POST THAT IS 18 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT
 SF0455'IS 3.8 FEET NORTH OF A STEEL WITNESS POST WITH METAL SIGN
 SF0455'ATTACHED.
 SF0455'
 SF0455'REFERENCE MARK 1, STAMPED S-96-76 1 1976, IS A BRONZE,
 SF0455'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0455'POST THAT IS 12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT
 SF0455'IS 29.0 FEET NORTHEAST OF THE WITNESS POST AND 1.28 METERS
 SF0455'LOWER THAN THE REFERENCE MONUMENT.
 SF0455'
 SF0455'REFERENCE MARK 2, STAMPED S-96-76 2 1976, IS A BRONZE,
 SF0455'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0455'POST THAT IS 12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT
 SF0455'IS 24.4 FEET WEST OF THE WITNESS POST AND 0.57 METER HIGHER
 SF0455'THAN THE REFERENCE MONUMENT.
 SF0455'
 SF0455'NOTE--THE REFERENCE MARKS WERE LOCATED WITH SUCH CHECKS AND
 SF0455'ACCURACY THAT THEY MAY BE USED IN LIEU OF LOST REFERENCE MONUMENT.
 SF0455
 SF0455                          STATION RECOVERY (1977)
 SF0455
 SF0455'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977 (CRM)
 SF0455'THE REFERENCE MONUMENT, REFERENCE MARK 1, AND REFERENCE MARK 2 WERE
 SF0455'RECOVERED AS DESCRIBED IN 1976 AND FOUND IN GOOD CONDITION.  THE 1976
 SF0455'DESCRIPTION IS ADEQUATE.
 SF0455'
 SF0455'THE REFERENCE MONUMENT WAS USED FOR CHECK ANGLE PURPOSES ONLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0459 ***********************************************************************
 SF0459  DESIGNATION -  REFERENCE MON S 96A 77
 SF0459  PID         -  SF0459
 SF0459  STATE/COUNTY-  ME/AROOSTOOK
 SF0459  USGS QUAD   -  WHEELOCK (1985)
 SF0459
 SF0459                         *CURRENT SURVEY CONTROL
 SF0459  ___________________________________________________________________
 SF0459* NAD 83(1996)-  47 14 28.35206(N)    068 41 25.84856(W)     ADJUSTED  
 SF0459* NAVD 88     -       171.6    (meters)     563.     (feet)  VERTCON   
 SF0459  ___________________________________________________________________
 SF0459  LAPLACE CORR-           6.42  (seconds)                    DEFLEC99
 SF0459  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 SF0459
 SF0459  HORZ ORDER  -  SECOND
 SF0459
 SF0459.The horizontal coordinates were established by classical geodetic methods
 SF0459.and adjusted by the National Geodetic Survey in March 1998..
 SF0459
 SF0459.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0459
 SF0459.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0459
 SF0459.The geoid height was determined by GEOID03.
 SF0459
 SF0459;                    North         East     Units Scale Factor Converg.
 SF0459;SPC ME E     -   397,254.811   285,577.090   MT  0.99990256   -0 08 23.6
 SF0459;UTM  19      - 5,232,015.795   523,422.781   MT  0.99960674   +0 13 38.0
 SF0459
 SF0459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0459!SPC ME E     -   0.99997696  x   0.99990256  =   0.99987953
 SF0459!UTM  19      -   0.99997696  x   0.99960674  =   0.99958371
 SF0459
 SF0459|---------------------------------------------------------------------|
 SF0459| PID    Reference Object                     Distance      Geod. Az  |
 SF0459|                                                           dddmmss.s |
 SF0459| DA6111 REFERENCE MON S 96A 77 RM 1          11.809 METERS 03127     |
 SF0459| DA6112 REFERENCE MON S 96A 77 RM 2           4.958 METERS 28130     |
 SF0459| SF0457 LEDGES CATH CH SPIRE                APPROX. 1.0 KM 2853240.0 |
 SF0459|---------------------------------------------------------------------|
 SF0459
 SF0459                          SUPERSEDED SURVEY CONTROL
 SF0459
 SF0459  NAD 83(1992)-  47 14 28.34564(N)    068 41 25.84484(W) AD(       ) 2
 SF0459  NAD 83(1986)-  47 14 28.35296(N)    068 41 25.83991(W) AD(       ) 2
 SF0459  NAD 27      -  47 14 28.21503(N)    068 41 27.66800(W) AD(       ) 2
 SF0459  NGVD 29 (07/19/86)  171.7    (m)          563.     (f) VERT ANG       
 SF0459
 SF0459.Superseded values are not recommended for survey control.
 SF0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0459.See file dsdata.txt to determine how the superseded data were derived.
 SF0459
 SF0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN2342332016(NAD 83)
 SF0459_MARKER: DH = HORIZONTAL CONTROL DISK
 SF0459_SETTING: 66 = SET IN ROCK OUTCROP
 SF0459_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 SF0459
 SF0459  HISTORY     - Date     Condition        Report By
 SF0459  HISTORY     - 1977     MONUMENTED       IBC
 SF0459
 SF0459                          STATION DESCRIPTION
 SF0459
 SF0459'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1977 (CRM)
 SF0459'THE REFERENCE MONUMENT IS LOCATED ABOUT 4-1/2 MILES WEST OF FT. KENT,
 SF0459'MAINE, 200 YARDS NORTHEAST OF A VACANT TWO-STORY HOUSE, ON THE HIGHEST
 SF0459'POINT OF A LOW, ROCK OUTCROP THAT IS IN A GRASS AND BRUSHY AREA AT THE
 SF0459'NORTHWEST CORNER OF A CULTIVATED FIELD, AND ON PROPERTY OWNED BY
 SF0459'ESTCOVITZ POTATO CORP.
 SF0459'
 SF0459'TO REACH FROM THE INTERNATIONAL BRIDGE IN FT. KENT, GO WESTERLY ON
 SF0459'STATE HIGHWAY 161 FOR 4.8 MILES TO A DRIVEWAY ON THE RIGHT THAT LEADS
 SF0459'TO A VACANT TWO-STORY HOUSE.  TURN RIGHT AND GO NORTH ON THE DRIVEWAY
 SF0459'FOR 0.05 MILE, THENCE BEAR RIGHT AND GO NORTHEASTERLY ALONG THE NORTH
 SF0459'EDGE OF A CULTIVATED FIELD FOR ABOUT 300 FEET TO THE END OF TRUCK
 SF0459'TRAVEL.  PACK NORTHERLY FOR ABOUT 75 FEET TO THE TOP OF A ROCK OUTCROP
 SF0459'AND THE REFERENCE MONUMENT.
 SF0459'
 SF0459'THE REFERENCE MONUMENT, STAMPED ---S-96A-77 1977--- IS A BRONZE,
 SF0459'REFERENCE MONUMENT DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS
 SF0459'FLUSH WITH THE GROUND.  IT IS 2.33 METERS EAST OF A STEEL WITNESS POST
 SF0459'WITH METAL SIGN ATTACHED.
 SF0459'
 SF0459'REFERENCE MARK 1, STAMPED ---S-96A-77 1 1977--- IS A BRONZE, REFERENCE
 SF0459'MARK DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE
 SF0459'GROUND.  IT IS 13.14 METERS NORTHEAST OF THE WITNESS POST.
 SF0459'
 SF0459'REFERENCE MARK 2, STAMPED ---S-96A-77 2 1977--- IS A BRONZE, REFERENCE
 SF0459'MARK DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE
 SF0459'GROUND.  IT IS 7.75 METERS WEST-NORTHWEST OF THE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0462 ***********************************************************************
 SF0462  DESIGNATION -  REFERENCE MON S 97
 SF0462  PID         -  SF0462
 SF0462  STATE/COUNTY-  ME/AROOSTOOK
 SF0462  USGS QUAD   -  WHEELOCK (1985)
 SF0462
 SF0462                         *CURRENT SURVEY CONTROL
 SF0462  ___________________________________________________________________
 SF0462* NAD 83(1996)-  47 14 17.28928(N)    068 41 52.62746(W)     ADJUSTED  
 SF0462* NAVD 88     -       174.3    (meters)     572.     (feet)  VERTCON   
 SF0462  ___________________________________________________________________
 SF0462  LAPLACE CORR-           6.64  (seconds)                    DEFLEC99
 SF0462  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 SF0462
 SF0462  HORZ ORDER  -  SECOND
 SF0462
 SF0462.The horizontal coordinates were established by classical geodetic methods
 SF0462.and adjusted by the National Geodetic Survey in March 1998..
 SF0462
 SF0462.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0462.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0462
 SF0462.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0462
 SF0462.The geoid height was determined by GEOID03.
 SF0462
 SF0462;                    North         East     Units Scale Factor Converg.
 SF0462;SPC ME E     -   396,914.605   285,013.082   MT  0.99990276   -0 08 43.2
 SF0462;UTM  19      - 5,231,672.084   522,861.131   MT  0.99960642   +0 13 18.3
 SF0462
 SF0462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0462!SPC ME E     -   0.99997654  x   0.99990276  =   0.99987931
 SF0462!UTM  19      -   0.99997654  x   0.99960642  =   0.99958297
 SF0462
 SF0462|---------------------------------------------------------------------|
 SF0462| PID    Reference Object                     Distance      Geod. Az  |
 SF0462|                                                           dddmmss.s |
 SF0462| DA6113 REFERENCE MON S 97 RM 1               5.305 METERS 08844     |
 SF0462| DA6114 REFERENCE MON S 97 RM 2               6.143 METERS 15240     |
 SF0462| DA6115 REFERENCE MON S 97 TEMP STAKE                      15311     |
 SF0462| SF0464 REFERENCE MON S 98 77               APPROX. 1.2 KM 2743311.3 |
 SF0462|---------------------------------------------------------------------|
 SF0462
 SF0462                          SUPERSEDED SURVEY CONTROL
 SF0462
 SF0462  NAD 83(1992)-  47 14 17.28281(N)    068 41 52.62373(W) AD(       ) 2
 SF0462  NAD 83(1986)-  47 14 17.29020(N)    068 41 52.61888(W) AD(       ) 2
 SF0462  NAD 27      -  47 14 17.15272(N)    068 41 54.44640(W) AD(       ) 2
 SF0462  NGVD 29 (07/19/86)  174.4    (m)          572.     (f) VERT ANG       
 SF0462
 SF0462.Superseded values are not recommended for survey control.
 SF0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0462.See file dsdata.txt to determine how the superseded data were derived.
 SF0462
 SF0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN2286131672(NAD 83)
 SF0462
 SF0462  HISTORY     - Date     Condition        Report By
 SF0462  HISTORY     - 1977     MONUMENTED       IBC
 SF0462  HISTORY     - 1977     GOOD             IBC
 SF0462
 SF0462                          STATION DESCRIPTION
 SF0462
 SF0462'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1977 (CRM)
 SF0462'THE REFERENCE MONUMENT WAS RECOVERED IN GOOD CONDITION.  TWO REFERENCE
 SF0462'MARKS WERE ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 SF0462'
 SF0462'THE REFERENCE MONUMENT IS LOCATED ABOUT 4-3/4 MILES WEST-SOUTHWEST OF
 SF0462'FT. KENT, MAINE, APPROXIMATELY ON THE FT. KENT - ST. JOHN TOWN LINE,
 SF0462'ON A LOW KNOLL IN A WOODED AREA, AND ON PROPERTY OWNED BY MR. BERUBE
 SF0462'WHO RESIDES 0.1 MILE EAST OF THE REFERENCE MONUMENT.
 SF0462'
 SF0462'TO REACH FROM THE INTERNATIONAL BRIDGE IN FT. KENT, GO WESTERLY ON
 SF0462'STATE HIGHWAY 161 FOR 5.0 MILES TO THE FT. KENT - ST. JOHN TOWN LINE
 SF0462'AND THE END OF TRUCK TRAVEL.  PACK NORTHERLY FOR ABOUT 150 FEET TO THE
 SF0462'REFERENCE MONUMENT.
 SF0462'
 SF0462'THE REFERENCE MONUMENT IS A 10-INCH SQUARE BLOCK OF CONCRETE THAT
 SF0462'PROJECTS 10 INCHES ABOVE A 3-FOOT SQUARE, CONCRETE BASE.  OVERALL IT
 SF0462'PROJECTS 2 FEET AND U.S. NO 97 AND 1910 IS INSCRIBED IN THE BASE.
 SF0462'IT IS 4.4 METERS SOUTHEAST OF A POPLAR TREE THAT IS 8 INCHES IN
 SF0462'DIAMETER AND HAS A WITNESS POST SIGN NAILED TO IT.
 SF0462'
 SF0462'REFERENCE MARK 1, STAMPED ---S-97 1 1977--- IS A BRONZE, REFERENCE
 SF0462'MARK DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE
 SF0462'GROUND.  IT IS 8.4 METERS EAST OF THE POPLAR TREE WITH THE WITNESS
 SF0462'POST SIGN.
 SF0462'
 SF0462'REFERENCE MARK 2, STAMPED ---S-97 2 1977--- IS A BRONZE, REFERENCE
 SF0462'MARK DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE
 SF0462'GROUND.  IT IS 10.6 METERS SOUTHEAST OF THE POPLAR TREE WITH THE
 SF0462'WITNESS POST SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0464 ***********************************************************************
 SF0464  DESIGNATION -  REFERENCE MON S 98 77
 SF0464  PID         -  SF0464
 SF0464  STATE/COUNTY-  ME/AROOSTOOK
 SF0464  USGS QUAD   -  WHEELOCK (1985)
 SF0464
 SF0464                         *CURRENT SURVEY CONTROL
 SF0464  ___________________________________________________________________
 SF0464* NAD 83(1996)-  47 14 20.48907(N)    068 42 51.70363(W)     ADJUSTED  
 SF0464* NAVD 88     -       168.1    (meters)     552.     (feet)  VERTCON   
 SF0464  ___________________________________________________________________
 SF0464  LAPLACE CORR-           6.91  (seconds)                    DEFLEC99
 SF0464  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 SF0464
 SF0464  HORZ ORDER  -  SECOND
 SF0464
 SF0464.The horizontal coordinates were established by classical geodetic methods
 SF0464.and adjusted by the National Geodetic Survey in March 1998..
 SF0464
 SF0464.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0464
 SF0464.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0464
 SF0464.The geoid height was determined by GEOID03.
 SF0464
 SF0464;                    North         East     Units Scale Factor Converg.
 SF0464;SPC ME E     -   397,016.694   283,770.952   MT  0.99990324   -0 09 26.6
 SF0464;UTM  19      - 5,231,766.184   521,618.742   MT  0.99960574   +0 12 35.0
 SF0464
 SF0464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0464!SPC ME E     -   0.99997752  x   0.99990324  =   0.99988076
 SF0464!UTM  19      -   0.99997752  x   0.99960574  =   0.99958327
 SF0464
 SF0464|---------------------------------------------------------------------|
 SF0464| PID    Reference Object                     Distance      Geod. Az  |
 SF0464|                                                           dddmmss.s |
 SF0464| SF0463 REF MON S 98 51                      28.458 METERS 15619     |
 SF0464| DA6117 REFERENCE MON S 98 77 RM 2            8.074 METERS 18019     |
 SF0464| SF0469 REFERENCE MON 158 77                APPROX. 0.7 KM 2872527.5 |
 SF0464| DA6116 REFERENCE MON S 98 77 RM 1            9.486 METERS 35834     |
 SF0464|---------------------------------------------------------------------|
 SF0464
 SF0464                          SUPERSEDED SURVEY CONTROL
 SF0464
 SF0464  NAD 83(1992)-  47 14 20.48248(N)    068 42 51.69993(W) AD(       ) 2
 SF0464  NAD 83(1986)-  47 14 20.48999(N)    068 42 51.69508(W) AD(       ) 2
 SF0464  NAD 27      -  47 14 20.35309(N)    068 42 53.52062(W) AD(       ) 2
 SF0464  NGVD 29 (07/19/86)  168.2    (m)          552.     (f) VERT ANG       
 SF0464
 SF0464.Superseded values are not recommended for survey control.
 SF0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0464.See file dsdata.txt to determine how the superseded data were derived.
 SF0464
 SF0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN2161931766(NAD 83)
 SF0464_MARKER: DH = HORIZONTAL CONTROL DISK
 SF0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF0464_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF0464
 SF0464  HISTORY     - Date     Condition        Report By
 SF0464  HISTORY     - 1977     MONUMENTED       IBC
 SF0464
 SF0464                          STATION DESCRIPTION
 SF0464
 SF0464'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1977 (CRM)
 SF0464'THE REFERENCE MONUMENT IS LOCATED ABOUT 5-1/2 MILES WEST-SOUTHWEST OF
 SF0464'FT. KENT, MAINE, AT THE WEST EDGE OF A CULTIVATED FIELD, AT A POINT
 SF0464'WHERE THE GROUND BREAKS OFF SHARPLY TO THE WEST, AND ON PROPERTY OWNED
 SF0464'BY MR. RAY SOUCY.
 SF0464'
 SF0464'TO REACH FROM THE INTERNATIONAL BRIDGE IN FT. KENT, GO WESTERLY ON
 SF0464'STATE HIGHWAY 161 FOR 5.8 MILES TO A FIELD ROAD ON THE RIGHT.  THIS IS
 SF0464'JUST BEFORE REACHING THE EDDIE DAIGLE RESIDENCE ON THE RIGHT.  TURN
 SF0464'RIGHT AND GO NORTH ON THE FIELD ROAD FOR 0.05 MILE TO THE REFERENCE
 SF0464'MONUMENT ON THE LEFT.
 SF0464'
 SF0464'THE REFERENCE MONUMENT, STAMPED ---S-98-77 1977--- IS A BRONZE,
 SF0464'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST
 SF0464'THAT IS 18 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 1.98
 SF0464'METERS NORTH-NORTHEAST OF A STEEL WITNESS POST WITH METAL SIGN
 SF0464'ATTACHED.
 SF0464'
 SF0464'REFERENCE MARK 1, STAMPED ---S-98-77 1 1977--- IS A BRONZE, REFERENCE
 SF0464'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS 1
 SF0464'FOOT IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 11.29 METERS NORTH
 SF0464'OF THE WITNESS POST AND 0.38 METER LOWER IN ELEVATION THAN REFERENCE
 SF0464'MONUMENT S-98-77.
 SF0464'
 SF0464'REFERENCE MARK 2, STAMPED ---S-98-77 2 1977--- IS A BRONZE, REFERENCE
 SF0464'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS 1
 SF0464'FOOT IN DIAMETER AND PROJECTS 2 INCHES.  IT IS 6.26 METERS SOUTH-
 SF0464'SOUTHEAST OF THE WITNESS POST AND 0.27 METER HIGHER IN ELEVATION THAN
 SF0464'REFERENCE MONUMENT S-98-77.
 SF0464'
 SF0464'REFERENCE MONUMENT S-98-51 IS A 10-INCH SQUARE BLOCK OF CONCRETE THAT
 SF0464'PROJECTS 6 INCHES ABOVE A 3-FOOT SQUARE, CONCRETE BASE.  IT WAS IN
 SF0464'POOR CONDITION AND WAS REMOVED AT THE PROPERTY OWNERS REQUEST.  IT WAS
 SF0464'1.71 METERS HIGHER IN ELEVATION THAN REFERENCE MONUMENT S-98-77.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0470 ***********************************************************************
 SF0470  DESIGNATION -  REFERENCE MON S 99 77
 SF0470  PID         -  SF0470
 SF0470  STATE/COUNTY-  ME/AROOSTOOK
 SF0470  USGS QUAD   -  WHEELOCK (1985)
 SF0470
 SF0470                         *CURRENT SURVEY CONTROL
 SF0470  ___________________________________________________________________
 SF0470* NAD 83(1996)-  47 14 09.02808(N)    068 43 22.38521(W)     ADJUSTED  
 SF0470* NAVD 88     -       169.8    (meters)     557.     (feet)  VERTCON   
 SF0470  ___________________________________________________________________
 SF0470  LAPLACE CORR-           7.08  (seconds)                    DEFLEC99
 SF0470  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 SF0470
 SF0470  HORZ ORDER  -  SECOND
 SF0470
 SF0470.The horizontal coordinates were established by classical geodetic methods
 SF0470.and adjusted by the National Geodetic Survey in March 1998..
 SF0470
 SF0470.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0470
 SF0470.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0470
 SF0470.The geoid height was determined by GEOID03.
 SF0470
 SF0470;                    North         East     Units Scale Factor Converg.
 SF0470;SPC ME E     -   396,664.598   283,124.704   MT  0.99990350   -0 09 49.1
 SF0470;UTM  19      - 5,231,410.061   520,974.954   MT  0.99960541   +0 12 12.4
 SF0470
 SF0470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0470!SPC ME E     -   0.99997726  x   0.99990350  =   0.99988076
 SF0470!UTM  19      -   0.99997726  x   0.99960541  =   0.99958268
 SF0470
 SF0470|---------------------------------------------------------------------|
 SF0470| PID    Reference Object                     Distance      Geod. Az  |
 SF0470|                                                           dddmmss.s |
 SF0470| SF0442 FORT                                 37.849 METERS 11547     |
 SF0470| SF0441 S99 IBC 1910                         39.375 METERS 12255     |
 SF0470| DA6119 REFERENCE MON S 99 77 RM 2            7.868 METERS 15108     |
 SF0470| SF0473 REFERENCE MON 159 77                APPROX. 0.5 KM 3205053.2 |
 SF0470| DA6118 REFERENCE MON S 99 77 RM 1            7.899 METERS 35428     |
 SF0470|---------------------------------------------------------------------|
 SF0470
 SF0470                          SUPERSEDED SURVEY CONTROL
 SF0470
 SF0470  NAD 83(1992)-  47 14 09.02146(N)    068 43 22.38149(W) AD(       ) 2
 SF0470  NAD 83(1986)-  47 14 09.02904(N)    068 43 22.37676(W) AD(       ) 2
 SF0470  NAD 27      -  47 14 08.89264(N)    068 43 24.20197(W) AD(       ) 2
 SF0470  NGVD 29 (07/19/86)  169.9    (m)          557.     (f) VERT ANG       
 SF0470
 SF0470.Superseded values are not recommended for survey control.
 SF0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0470.See file dsdata.txt to determine how the superseded data were derived.
 SF0470
 SF0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN2097531410(NAD 83)
 SF0470_MARKER: DH = HORIZONTAL CONTROL DISK
 SF0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF0470_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SF0470
 SF0470  HISTORY     - Date     Condition        Report By
 SF0470  HISTORY     - 1977     MONUMENTED       IBC
 SF0470
 SF0470                          STATION DESCRIPTION
 SF0470
 SF0470'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1977 (CRM)
 SF0470'THE REFERENCE MONUMENT IS LOCATED ABOUT 6 MILES WEST-SOUTHWEST OF FT.
 SF0470'KENT, MAINE, AT THE WEST EDGE OF A CULTIVATED FIELD, 30 FEET EAST-
 SF0470'SOUTHEAST OF A LONE SPRUCE TREE, AT A POINT WHERE THE GROUND BREAKS
 SF0470'OFF SHARPLY TO THE WEST, AND ON PROPERTY OWNED BY MR. IGNAC DAIGLE.
 SF0470'
 SF0470'TO REACH FROM THE INTERNATIONAL BRIDGE IN FT. KENT, GO WEST AND
 SF0470'SOUTHWEST ON STATE HIGHWAY 161 FOR 6.2 MILES TO A FIELD ROAD ON THE
 SF0470'RIGHT.  THIS IS JUST BEFORE REACHING THE DAIGLE RESIDENCE ON THE
 SF0470'RIGHT.  TURN RIGHT AND GO NORTHERLY ON THE FIELD ROAD, ALONG THE WEST
 SF0470'EDGE OF A CULTIVATED FIELD, FOR 0.1 MILE TO A POINT WHERE THE ROAD
 SF0470'STARTS DOWNGRADE AND THE REFERENCE MONUMENT.
 SF0470'
 SF0470'THE REFERENCE MONUMENT, STAMPED ---S-99-77 1977--- IS A BRONZE,
 SF0470'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST
 SF0470'THAT IS 18 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 1.45
 SF0470'METERS NORTHEAST OF A STEEL WITNESS POST WITH METAL SIGN ATTACHED.
 SF0470'
 SF0470'REFERENCE MARK 1, STAMPED ---S-99-77 1 1977--- IS A BRONZE, REFERENCE
 SF0470'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS 1
 SF0470'FOOT IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 8.84 METERS NORTH
 SF0470'OF THE WITNESS POST AND 0.04 METER LOWER IN ELEVATION THAN REFERENCE
 SF0470'MONUMENT S-99-77.
 SF0470'
 SF0470'REFERENCE MARK 2, STAMPED ---S-99-77 2 1977--- IS A BRONZE, REFERENCE
 SF0470'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS 1
 SF0470'FOOT IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 7.69 METERS
 SF0470'SOUTHEAST OF THE WITNESS POST AND 0.07 METER LOWER IN ELEVATION THAN
 SF0470'REFERENCE MONUMENT S-99-77.
 SF0470'
 SF0470'FORT (NGS) 1960, STAMPED ---FORT 1960--- WAS A U.S. COAST AND GEODETIC
 SF0470'SURVEY DISK SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST THAT WAS
 SF0470'FLUSH WITH THE GROUND.
 SF0470'
 SF0470'REFERENCE MONUMENT S-99 WAS A 10-INCH SQUARE, BLOCK OF CONCRETE THAT
 SF0470'PROJECTED 10 INCHES ABOVE A 3-FOOT SQUARE, CONCRETE BASE.
 SF0470'
 SF0470'FORT (NGS) 1960 AND REFERENCE MONUMENT S-99 WERE REMOVED AT THE
 SF0470'REQUEST OF THE PROPERTY OWNER.  THE UNDERGROUND MARK FOR FORT (NGS)
 SF0470'1960 WAS LEFT IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0146 ***********************************************************************
 RF0146  DESIGNATION -  REHER
 RF0146  PID         -  RF0146
 RF0146  STATE/COUNTY-  ME/AROOSTOOK
 RF0146  USGS QUAD   -  LUDLOW (1986)
 RF0146
 RF0146                         *CURRENT SURVEY CONTROL
 RF0146  ___________________________________________________________________
 RF0146* NAD 83(1986)-  46 08 31.     (N)    068 02 50.     (W)     SCALED    
 RF0146* NAVD 88     -       157.117  (meters)     515.47   (feet)  ADJUSTED  
 RF0146  ___________________________________________________________________
 RF0146  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 RF0146  DYNAMIC HT  -         157.124 (meters)     515.50  (feet)  COMP
 RF0146  MODELED GRAV-     980,652.8   (mgal)                       NAVD 88
 RF0146
 RF0146  VERT ORDER  -  SECOND    CLASS 0
 RF0146
 RF0146.The horizontal coordinates were scaled from a topographic map and have
 RF0146.an estimated accuracy of +/- 6 seconds.
 RF0146
 RF0146.The orthometric height was determined by differential leveling
 RF0146.and adjusted by the National Geodetic Survey in June 1991..
 RF0146
 RF0146.The geoid height was determined by GEOID03.
 RF0146
 RF0146.The dynamic height is computed by dividing the NAVD 88
 RF0146.geopotential number by the normal gravity value computed on the
 RF0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0146.degrees latitude (g = 980.6199 gals.).
 RF0146
 RF0146.The modeled gravity was interpolated from observed gravity values.
 RF0146
 RF0146;                    North         East    Units  Estimated Accuracy
 RF0146;SPC ME E     -   275,150.      334,980.      MT  (+/- 180 meters Scaled)
 RF0146
 RF0146                          SUPERSEDED SURVEY CONTROL
 RF0146
 RF0146  NGVD 29 (??/??/92)  157.303  (m)          516.08   (f) ADJ UNCH    2 0
 RF0146
 RF0146.Superseded values are not recommended for survey control.
 RF0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0146.See file dsdata.txt to determine how the superseded data were derived.
 RF0146
 RF0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM735102(NAD 83)
 RF0146_MARKER: DB = BENCH MARK DISK
 RF0146_SETTING: 66 = SET IN ROCK OUTCROP
 RF0146_SP_SET: ROCK OUTCROP
 RF0146_STAMPING: 516.085 REHER 1933
 RF0146_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0146+STABILITY: POSITION/ELEVATION WELL
 RF0146
 RF0146  HISTORY     - Date     Condition        Report By
 RF0146  HISTORY     - 1933     MONUMENTED       CGS
 RF0146  HISTORY     - 1959     GOOD             NGS
 RF0146  HISTORY     - 1972     GOOD             NGS
 RF0146  HISTORY     - 1978     MARK NOT FOUND   NGS
 RF0146
 RF0146                          STATION DESCRIPTION
 RF0146
 RF0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RF0146'0.5 MI NW FROM LUDLOW.
 RF0146'0.5 MILE NORTHWEST ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 RF0146'THE STATION AT LUDLOW, AROOSTOOK COUNTY, 130 YARDS SOUTHEAST
 RF0146'OF MILEPOST 155, 60 FEET SOUTHWEST OF THE CENTER LINE OF U.S.
 RF0146'HIGHWAY 2, 25 FEET NORTHEAST OF THE CENTER LINE OF THE TRACK,
 RF0146'7 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE, IN THE TOP OF A
 RF0146'GRANITE OUTCROP FLUSH WITH THE GROUND, AND ABOUT 2 FEET LOWER
 RF0146'THAN THE TRACK.  A STANDARD DISK, STAMPED 516.085 REHER 1933.
 RF0146
 RF0146                          STATION RECOVERY (1972)
 RF0146
 RF0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 RF0146'RECOVERED IN GOOD CONDITION.
 RF0146
 RF0146                          STATION RECOVERY (1978)
 RF0146
 RF0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 RF0146'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ2715 ***********************************************************************
 AJ2715  CBN         -  This is a Cooperative Base Network Control Station.
 AJ2715  DESIGNATION -  RESCUE
 AJ2715  PID         -  AJ2715
 AJ2715  STATE/COUNTY-  ME/PISCATAQUIS
 AJ2715  USGS QUAD   -  MILO NORTH (1988)
 AJ2715
 AJ2715                         *CURRENT SURVEY CONTROL
 AJ2715  ___________________________________________________________________
 AJ2715* NAD 83(1996)-  45 15 01.32485(N)    068 59 25.45692(W)     ADJUSTED  
 AJ2715* NAVD 88     -        88.9    (meters)     292.     (feet)  GPS OBS   
 AJ2715  ___________________________________________________________________
 AJ2715  X           -   1,612,612.973 (meters)                     COMP
 AJ2715  Y           -  -4,198,898.491 (meters)                     COMP
 AJ2715  Z           -   4,507,025.835 (meters)                     COMP
 AJ2715  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 AJ2715  ELLIP HEIGHT-          64.23  (meters)          (04/26/01) GPS OBS
 AJ2715  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 AJ2715
 AJ2715  HORZ ORDER  -  A
 AJ2715  ELLP ORDER  -  FOURTH    CLASS I
 AJ2715
 AJ2715.The horizontal coordinates were established by GPS observations
 AJ2715.and adjusted by the National Geodetic Survey in April 2001..
 AJ2715
 AJ2715.The orthometric height was determined by GPS observations and a
 AJ2715.high-resolution geoid model.
 AJ2715
 AJ2715.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2715
 AJ2715.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2715
 AJ2715.The ellipsoidal height was determined by GPS observations
 AJ2715.and is referenced to NAD 83.
 AJ2715
 AJ2715.The geoid height was determined by GEOID03.
 AJ2715
 AJ2715;                    North         East     Units Scale Factor Converg.
 AJ2715;SPC ME E     -   176,082.192   261,505.763   MT  0.99991821   -0 20 53.8
 AJ2715;UTM  19      - 5,010,763.770   500,752.956   MT  0.99960001   +0 00 24.5
 AJ2715
 AJ2715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2715!SPC ME E     -   0.99998993  x   0.99991821  =   0.99990814
 AJ2715!UTM  19      -   0.99998993  x   0.99960001  =   0.99958994
 AJ2715
 AJ2715                          SUPERSEDED SURVEY CONTROL
 AJ2715
 AJ2715.No superseded survey control is available for this station.
 AJ2715
 AJ2715_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL0075310764(NAD 83)
 AJ2715_MARKER: DD = SURVEY DISK
 AJ2715_SETTING: 66 = SET IN ROCK OUTCROP
 AJ2715_STAMPING: RESCUE 2000
 AJ2715_MARK LOGO: MEDT  
 AJ2715_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2715_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ2715+STABILITY: POSITION/ELEVATION WELL
 AJ2715_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2715+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2004
 AJ2715
 AJ2715  HISTORY     - Date     Condition        Report By
 AJ2715  HISTORY     - 2000     MONUMENTED       MEDT
 AJ2715  HISTORY     - 20041207 GOOD             USPSQD
 AJ2715
 AJ2715                          STATION DESCRIPTION
 AJ2715
 AJ2715'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 2000 (TL)
 AJ2715'THE STATION IS LOCATED IN MILO, IN FRONT OF THE TOWN RESCUE SERVICE
 AJ2715'BUILDING.  OWNERSHIP--THREE RIVERS AMBULANCE SERVICE INC, PO BOX 37,
 AJ2715'MILO ME 04463.  CONTACT IS FRED TRASK, PHONE 207-943-7746.  TO REACH
 AJ2715'FROM THE JUNCTION OF STATE HIGHWAY 11 AND COMBINED STATE HIGHWAYS 6
 AJ2715'AND 16 IN MILO, GO WESTERLY FOR 0.5 MI (0.8 KM) ON HIGHWAY 6, 16 TO
 AJ2715'THE STATION ON THE RIGHT.  THE STATION IS SET IN ROCK OUTCROP FLUSH
 AJ2715'WITH PAVEMENT AT EDGE OF PARKING LOT.  LOCATED 52.69 FT (16.06 M)
 AJ2715'NORTH OF THE CENTERLINE OF HIGHWAY, 35.17 FT (10.72 M) EAST OF THE
 AJ2715'EAST RAIL OF THE RAILROAD TRACKS, 30.51 FT (9.30 M) NORTHEAST OF
 AJ2715'RAILROAD SIGNAL POST 4, AND 26.74 FT (8.15 M) SOUTHWEST OF THE
 AJ2715'SOUTHWEST CORNER OF THE RESCUE BUILDING.
 AJ2715
 AJ2715                          STATION RECOVERY (2004)
 AJ2715
 AJ2715'RECOVERY NOTE BY US POWER SQUADRON 2004 (GF)
 AJ2715'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1813 ***********************************************************************
 OC1813  DESIGNATION -  RESERVOIR USE 1919
 OC1813  PID         -  OC1813
 OC1813  STATE/COUNTY-  ME/CUMBERLAND
 OC1813  USGS QUAD   -  PORTLAND WEST (1978)
 OC1813
 OC1813                         *CURRENT SURVEY CONTROL
 OC1813  ___________________________________________________________________
 OC1813* NAD 83(1996)-  43 40 13.82730(N)    070 15 06.01770(W)     ADJUSTED  
 OC1813* NAVD 88     -        43.     (meters)     141.     (feet)  SCALED    
 OC1813  ___________________________________________________________________
 OC1813  LAPLACE CORR-           3.63  (seconds)                    DEFLEC99
 OC1813  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 OC1813
 OC1813  HORZ ORDER  -  THIRD
 OC1813
 OC1813.The horizontal coordinates were established by classical geodetic methods
 OC1813.and adjusted by the National Geodetic Survey in March 1998..
 OC1813
 OC1813.The orthometric height was scaled from a topographic map.
 OC1813
 OC1813.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1813
 OC1813.The geoid height was determined by GEOID03.
 OC1813
 OC1813;                    North         East     Units Scale Factor Converg.
 OC1813;SPC ME W     -    93,008.501   893,144.690   MT  0.99996724   -0 03 31.3
 OC1813;UTM  19      - 4,836,039.034   399,094.273   MT  0.99972524   -0 51 51.7
 OC1813
 OC1813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1813!SPC ME W     -   0.99999739  x   0.99996724  =   0.99996463
 OC1813!UTM  19      -   0.99999739  x   0.99972524  =   0.99972263
 OC1813
 OC1813:                Primary Azimuth Mark                     Grid Az
 OC1813:SPC ME W     -  CULVERT USE 1919                         271 40 27.9
 OC1813:UTM  19      -  CULVERT USE 1919                         272 28 48.3
 OC1813
 OC1813|---------------------------------------------------------------------|
 OC1813| PID    Reference Object                     Distance      Geod. Az  |
 OC1813|                                                           dddmmss.s |
 OC1813| OC1806 CULVERT USE 1919                    APPROX. 2.1 KM 2713656.6 |
 OC1813|---------------------------------------------------------------------|
 OC1813
 OC1813                          SUPERSEDED SURVEY CONTROL
 OC1813
 OC1813  NAD 83(1992)-  43 40 13.82583(N)    070 15 06.01875(W) AD(       ) 3
 OC1813  NAD 83(1986)-  43 40 13.83182(N)    070 15 06.02422(W) AD(       ) 3
 OC1813  NAD 27      -  43 40 13.56100(N)    070 15 07.86400(W) AD(       ) 3
 OC1813
 OC1813.Superseded values are not recommended for survey control.
 OC1813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1813.See file dsdata.txt to determine how the superseded data were derived.
 OC1813
 OC1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9909436039(NAD 83)
 OC1813
 OC1813  HISTORY     - Date     Condition        Report By
 OC1813  HISTORY     - 1919     MONUMENTED       CGS
 OC1813  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1813
 OC1813                          STATION DESCRIPTION
 OC1813
 OC1813'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1813'A STATION OF THE U.S.E.D. HARBOR SURVEY.  STATION WAS NOT
 OC1813'VISITED.  THE U.S.E.D. DESCRIPTION IS AS FOLLOWS--AN IRON PIPE
 OC1813'DRIVEN IN THE CREST OF THE PORTLAND CITY RESERVOIR, NEAR ITS N END.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2318 ***********************************************************************
 OC2318  DESIGNATION -  REST
 OC2318  PID         -  OC2318
 OC2318  STATE/COUNTY-  ME/YORK
 OC2318  USGS QUAD   -  YORK HARBOR (1993)
 OC2318
 OC2318                         *CURRENT SURVEY CONTROL
 OC2318  ___________________________________________________________________
 OC2318* NAD 83(1996)-  43 07 40.23878(N)    070 42 51.81532(W)     ADJUSTED  
 OC2318* NAVD 88     -        14.4    (meters)      47.     (feet)  VERTCON   
 OC2318  ___________________________________________________________________
 OC2318  LAPLACE CORR-           3.28  (seconds)                    DEFLEC99
 OC2318  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 OC2318
 OC2318  HORZ ORDER  -  SECOND
 OC2318
 OC2318.The horizontal coordinates were established by classical geodetic methods
 OC2318.and adjusted by the National Geodetic Survey in March 1998..
 OC2318
 OC2318.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2318
 OC2318.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2318
 OC2318.The geoid height was determined by GEOID03.
 OC2318
 OC2318;                    North         East     Units Scale Factor Converg.
 OC2318;SPC ME W     -    32,862.439   855,432.000   MT  0.99999109   -0 22 28.0
 OC2318;UTM  19      - 4,776,438.286   360,551.305   MT  0.99983922   -1 10 19.9
 OC2318
 OC2318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2318!SPC ME W     -   1.00000191  x   0.99999109  =   0.99999300
 OC2318!UTM  19      -   1.00000191  x   0.99983922  =   0.99984113
 OC2318
 OC2318:                Primary Azimuth Mark                     Grid Az
 OC2318:SPC ME W     -  MT AGAMENTICUS MICROWAVE                 009 43 51.6
 OC2318:UTM  19      -  MT AGAMENTICUS MICROWAVE                 010 31 43.5
 OC2318
 OC2318|---------------------------------------------------------------------|
 OC2318| PID    Reference Object                     Distance      Geod. Az  |
 OC2318|                                                           dddmmss.s |
 OC2318| OC2313 MT AGAMENTICUS MICROWAVE            APPROX.10.8 KM 0092123.6 |
 OC2318| OC1223 CUTTS                               APPROX. 1.0 KM 0201946.3 |
 OC2318| OC2317 REST RM 1                            19.665 METERS 07438     |
 OC2318| CE8407 REST RM 2                            16.077 METERS 20430     |
 OC2318| OC2320 REST AZ MK                          274.430 METERS 30942     |
 OC2318| OC2319 REST AZ MK A PT                     265.315 METERS 31249     |
 OC2318|---------------------------------------------------------------------|
 OC2318
 OC2318                          SUPERSEDED SURVEY CONTROL
 OC2318
 OC2318  NAD 83(1992)-  43 07 40.23817(N)    070 42 51.81545(W) AD(       ) 2
 OC2318  NAD 83(1986)-  43 07 40.24250(N)    070 42 51.82129(W) AD(       ) 2
 OC2318  NAD 27      -  43 07 39.92520(N)    070 42 53.63409(W) AD(       ) 2
 OC2318  NGVD 29 (07/19/86)   14.6    (m)           48.     (f) VERT ANG       
 OC2318
 OC2318.Superseded values are not recommended for survey control.
 OC2318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2318.See file dsdata.txt to determine how the superseded data were derived.
 OC2318
 OC2318_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH6055176438(NAD 83)
 OC2318_MARKER: DS = TRIANGULATION STATION DISK
 OC2318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC2318_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC2318
 OC2318  HISTORY     - Date     Condition        Report By
 OC2318  HISTORY     - 1976     MONUMENTED       NGS
 OC2318
 OC2318                          STATION DESCRIPTION
 OC2318
 OC2318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2318'THE STATION IS LOCATED IN HIGHWAY REST AREA ABOUT 3 MILES
 OC2318'NORTHEAST OF THE CENTER OF THE TOWN OF KITTERY, 3.4 MILES
 OC2318'WEST-SOUTHWEST OF YORK VILLAGE, AND 6.5 MILES SOUTH-SOUTHWEST
 OC2318'OF MOUNT AGAMENTICUS ON PROPERTY OWNED BY THE STATE OF MAINE.
 OC2318'
 OC2318'TO REACH FROM THE CENTER OF U.S. ROUTE 1 BRIDGE OVER THE CENTER
 OC2318'YORK RIVER, TRAVEL SOUTH ON U.S. ROUTE 1 FOR 0.35 MORE MILE TO A
 OC2318'SIDE ROAD ON THE RIGHT (IDLEWOOD LANE).  CONTINUE SOUTH ON U.S.
 OC2318'ROUTE 1 FOR 0.20 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND
 OC2318'CONTINUE FOR 0.05 MILE TO THE INTERSECTION OF IDLEWOOD LANE
 OC2318'AND ADAMS ROAD.  CONTINUE STRAIGHT FOR 0.20 MILE TO THE
 OC2318'STATION ON THE RIGHT AS DESCRIBED.
 OC2318'
 OC2318'THE STATION IS MARK IS A STANDARD DISK STAMPED--REST 1975--, SET
 OC2318'IN A THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT AND IT IS
 OC2318'0.3 INCHES BELOW THE GROUND.  THE UNDERGROUND STATION MARK IS A
 OC2318'STANDARD DISK STAMPED--REST 1975--SET IN AN IRREGULAR MASS
 OC2318'OF CONCRETE ABOUT 50 INCHES BELOW THE GROUND.  IT IS 4.5 FEET
 OC2318'NORTHWEST OF THE METAL WITNESS POST, 25.4 FEET NORTH--NORTHEAST
 OC2318'OF THE CENTERLINE OF THE REST AREA ACCESS ROAD, 53.8 FEET EAST
 OC2318'OF THE NOSE OF THE TRAFFIC ISLAND, 231.5 FEET SOUTH OF THE
 OC2318'SOUTHERN MOST CORNER OF THE FENCE GROUND THE SEWERAGE PLANT.
 OC2318'
 OC2318'REFERNCE MARK 1 IS A STANDARD DISK STAMPED--REST NO 1 1975--SET
 OC2318'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT AND IT IS
 OC2318'2-INCHES BELOW THE GROUND.  IT IS 2.6 FEET SOUTH-SOUTHWEST OF THE
 OC2318'METAL WITNESS POST, 37.6 FEET NORTH-NORTHEAST OF THE CENTERLINE OF
 OC2318'THE REST AREA ACCESS ROAD, 91.0 FEET NORTHEAST OF NORTHWEST CORNER
 OC2318'OF A WOODED AREA.
 OC2318'
 OC2318'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK STAMPED--REST NO
 OC2318'2 1975--SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OC2318'AND IT IS FLUSH WITH THE GROUND.  IT IS 2.7 FEET EAST-SOUTHEAST
 OC2318'OF THE METAL WITNESS POST, 36.3 FEET SOUTHEAST OF THE NOSE OF
 OC2318'THE TRAFFIC ISLAND, 43.3 FEET NORTHWEST OF THE NORTHWEST CORNER
 OC2318'OF A WOODED AREA.
 OC2318'
 OC2318'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED--REST 1975
 OC2318'AZ-SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OC2318'AND IT IS FLUSH WITH THE GROUND.  IT IS 2.2 FEET NORTHWEST OF
 OC2318'A WOODEN GUARD RAIL, 2.2 FEET EAST OF A METAL WITNESS POST,
 OC2318'6.1 FEET EAST OF A WOODEN LIGHT POLE, 61.3 FEET WEST OF
 OC2318'NORTHERLY GATE POST, 166.4 FEET SOUTH-SOUTHWEST OF A
 OC2318'METAL LIGHT POLE 22.
 OC2318'
 OC2318'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WESTERLY ACROSS THE
 OC2318'REST AREA TO THE ENTRANCE RAMP OF THE NORTHBOUND LANE OF THE
 OC2318'MAINE TURN-PIKE AND THE AZIMUTH AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2605 ***********************************************************************
 OC2605  DESIGNATION -  RICH
 OC2605  PID         -  OC2605
 OC2605  STATE/COUNTY-  ME/CUMBERLAND
 OC2605  USGS QUAD   -  SEBAGO LAKE (1983)
 OC2605
 OC2605                         *CURRENT SURVEY CONTROL
 OC2605  ___________________________________________________________________
 OC2605* NAD 83(1996)-  43 46 19.09094(N)    070 33 50.32796(W)     ADJUSTED  
 OC2605* NAVD 88     -       157.6    (meters)     517.     (feet)  VERTCON   
 OC2605  ___________________________________________________________________
 OC2605  LAPLACE CORR-           3.82  (seconds)                    DEFLEC99
 OC2605  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 OC2605
 OC2605  HORZ ORDER  -  FIRST
 OC2605
 OC2605.The horizontal coordinates were established by classical geodetic methods
 OC2605.and adjusted by the National Geodetic Survey in March 1998..
 OC2605
 OC2605.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2605
 OC2605.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2605
 OC2605.The geoid height was determined by GEOID03.
 OC2605
 OC2605;                    North         East     Units Scale Factor Converg.
 OC2605;SPC ME W     -   104,354.471   868,012.270   MT  0.99997925   -0 16 29.5
 OC2605;UTM  19      - 4,847,735.117   374,129.357   MT  0.99979487   -1 04 55.5
 OC2605
 OC2605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2605!SPC ME W     -   0.99997947  x   0.99997925  =   0.99995872
 OC2605!UTM  19      -   0.99997947  x   0.99979487  =   0.99977435
 OC2605
 OC2605:                Primary Azimuth Mark                     Grid Az
 OC2605:SPC ME W     -  RAYMOND TV MAST WGAN                     019 23 49.5
 OC2605:UTM  19      -  RAYMOND TV MAST WGAN                     020 12 15.5
 OC2605
 OC2605|---------------------------------------------------------------------|
 OC2605| PID    Reference Object                     Distance      Geod. Az  |
 OC2605|                                                           dddmmss.s |
 OC2605| OC1986 RAYMOND TV MAST WGAN                APPROX.17.9 KM 0190720.0 |
 OC2605| CE8408 RICH RM 1                            17.064 METERS 02434     |
 OC2605| OC1972 MT INDEPENDENCE                     APPROX.19.7 KM 0940013.2 |
 OC2605| OC1939 GORHAM MUN TANK                     APPROX.13.7 KM 1375309.3 |
 OC2605| CE8409 RICH RM 2                            21.843 METERS 26306     |
 OC2605| OC2610 EAST BALDWIN CORNWALL TANK          APPROX.10.3 KM 2911235.2 |
 OC2605| OC2611 SEBAGO TV STA WCSH MAST             APPROX.15.3 KM 3091856.6 |
 OC2605|---------------------------------------------------------------------|
 OC2605
 OC2605                          SUPERSEDED SURVEY CONTROL
 OC2605
 OC2605  NAD 83(1992)-  43 46 19.08993(N)    070 33 50.32922(W) AD(       ) 1
 OC2605  NAD 83(1986)-  43 46 19.09676(N)    070 33 50.33471(W) AD(       ) 1
 OC2605  NAD 27      -  43 46 18.81891(N)    070 33 52.13241(W) AD(       ) 1
 OC2605  NGVD 29 (07/19/86)  157.8    (m)          518.     (f) VERT ANG       
 OC2605
 OC2605.Superseded values are not recommended for survey control.
 OC2605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2605.See file dsdata.txt to determine how the superseded data were derived.
 OC2605
 OC2605_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ7412947735(NAD 83)
 OC2605_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OC2605_SETTING: 66 = SET IN ROCK OUTCROP
 OC2605
 OC2605  HISTORY     - Date     Condition        Report By
 OC2605  HISTORY     - 1976     MONUMENTED       NGS
 OC2605  HISTORY     - 20050701 GOOD             GEOCAC
 OC2605
 OC2605                          STATION DESCRIPTION
 OC2605
 OC2605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2605'THE STATION IS LOCATED IN THE TOWN OF STANDISH, ON A HIGH HILL
 OC2605'KNOWN LOCALLY AS RICH HILL, ABOUT 2 MILES WEST-NORTHWEST OF
 OC2605'SEBAGO LAKE VILLAGE, 5 MILES SOUTHWEST OF FRYE ISLAND IN SEBAGO
 OC2605'LAKE AND 8 MILES EAST-NORTHEAST OF LIMINGTON.  IT IS ON
 OC2605'LAND OWNED BY MRS. MARION WHITNEY, OAK HILL ROAD, STANDISH,
 OC2605'MAINE 04084.
 OC2605'
 OC2605'TO REACH THE STATION FROM THE POST OFFICE IN SEBAGO LAKE
 OC2605'VILLAGE, GO NORTHWEST FOLLOWING STATE HIGHWAY 114 FOR 2.0
 OC2605'MILES TO A SIDE ROAD LEFT AND POWER POLE NUMBER 079-79 ON THE
 OC2605'LEFT.  TURN LEFT, GO SOUTHWESTERLY
 OC2605'FOLLOWING ASPHALT ROAD FOR 0.7 MILE TO A T-INTERSECTION.
 OC2605'TURN RIGHT, GO NORTHWEST FOLLOWING MOODY ROAD FOR 0.2 MILE
 OC2605'TO THE END OF MOODY ROAD. CONTINUE STRAIGHT AHEAD FOLLOWING
 OC2605'A TRACK ROAD FOR 0.4 MILE TO THE TOP OF THE HILL AND THE
 OC2605'STATION MARK.
 OC2605'
 OC2605'THE STATION MARK, STAMPED---RICH 1975---, IS A STANDARD DISK
 OC2605'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK. IT IS 55.1
 OC2605'FEET EAST OF A TRIANGLE BLAZED 10-INCH PINE TREE AND 39.4 FEET
 OC2605'SOUTH-SOUTHWEST OF A TRIANGLE BLAZED 14-INCH PINE TREE.
 OC2605'
 OC2605'REFERENCE MARK 1, STAMPED---RICH NO 1 1975---, IS A STANDARD
 OC2605'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK. IT IS 1.9
 OC2605'FEET SOUTHWEST OF A METAL WITNESS POST AND 36.6 FEET EAST OF A
 OC2605'TRIANGLE BLAZED 14-INCH PINE TREE.
 OC2605'
 OC2605'REFERENCE MARK 2, STAMPED---RICH NO 2 1975---, IS A STANDARD
 OC2605'DISK CEMENTED IN A DRILL HOLE IN A BOULDER. IT IS 2.7 FEET
 OC2605'EAST OF A METAL WITNESS POST AND 2.5 FEET NORTH OF A 10-INCH
 OC2605'PINE TREE.
 OC2605'
 OC2605'THERE WAS NO SUITABLE PLACE FOR AN AZIMUTH MARK.
 OC2605'
 OC2605'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 22.9 METERS.
 OC2605'
 OC2605'DESCRIBED BY JOHN R. HIGGINS.
 OC2605
 OC2605                          STATION RECOVERY (2005)
 OC2605
 OC2605'RECOVERY NOTE BY GEOCACHING 2005 (JKS)
 OC2605'ALTHOUGH MONUMENTED IN 1976, THE DISKS ARE STAMPED 1975.
 OC2605' 
 OC2605'MAIN MARK, RICH 1975, WAS RECOVERED IN GOOD CONDITION BUT WAS NOT ABLE
 OC2605'TO LOCATE ANY BLAZED TREES.
 OC2605' 
 OC2605'REMOTE MARK, RICH NO 1 1975, WAS NOT LOCATED. THERE IS NO WITNESS POST
 OC2605'AND COULD NOT LOCATE A BLAZED TREE.
 OC2605' 
 OC2605'REMOTE MARK, RICH NO 2 1975, WAS RECOVERED IN GOOD CONDITION. THERE IS
 OC2605'NO WITNESS POST HERE. COULD NOT LOCATE A BLAZED TREE.
 OC2605' 
 OC2605'SUBMITTED BY J.K. SNYDER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1885 ***********************************************************************
 PE1885  DESIGNATION -  RICHARDS 1865
 PE1885  PID         -  PE1885
 PE1885  STATE/COUNTY-  ME/HANCOCK
 PE1885  USGS QUAD   -  SALSBURY COVE (1981)
 PE1885
 PE1885                         *CURRENT SURVEY CONTROL
 PE1885  ___________________________________________________________________
 PE1885* NAD 83(1996)-  44 26 23.90698(N)    068 18 54.68088(W)     ADJUSTED  
 PE1885* NAVD 88     -        49.     (meters)     161.     (feet)  SCALED    
 PE1885  ___________________________________________________________________
 PE1885  LAPLACE CORR-           5.34  (seconds)                    DEFLEC99
 PE1885  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 PE1885
 PE1885  HORZ ORDER  -  THIRD
 PE1885
 PE1885.The horizontal coordinates were established by classical geodetic methods
 PE1885.and adjusted by the National Geodetic Survey in March 1998..
 PE1885
 PE1885.The orthometric height was scaled from a topographic map.
 PE1885
 PE1885.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1885
 PE1885.The geoid height was determined by GEOID03.
 PE1885
 PE1885;                    North         East     Units Scale Factor Converg.
 PE1885;SPC ME E     -    85,932.755   314,711.529   MT  0.99990266   +0 07 45.8
 PE1885;UTM  19      - 4,920,969.724   554,496.777   MT  0.99963652   +0 28 46.2
 PE1885
 PE1885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1885!SPC ME E     -   0.99999614  x   0.99990266  =   0.99989880
 PE1885!UTM  19      -   0.99999614  x   0.99963652  =   0.99963266
 PE1885
 PE1885:                Primary Azimuth Mark                     Grid Az
 PE1885:SPC ME E     -  TRENTON PT SCHOOLHOUSE CUPOLA            017 50 17.1
 PE1885:UTM  19      -  TRENTON PT SCHOOLHOUSE CUPOLA            017 29 16.7
 PE1885
 PE1885|---------------------------------------------------------------------|
 PE1885| PID    Reference Object                     Distance      Geod. Az  |
 PE1885|                                                           dddmmss.s |
 PE1885| PE1875 TRENTON PT SCHOOLHOUSE CUPOLA       APPROX. 2.3 KM 0175802.9 |
 PE1885| PE1873 DESILES WEST HOUSE CHIMNEY          APPROX. 2.9 KM 0580701.8 |
 PE1885| PE1892 BUNKER RESET                        APPROX. 2.5 KM 3231423.9 |
 PE1885| PE1886 EAST TRENTON TALL WHITE SPIRE       APPROX. 4.9 KM 3321403.9 |
 PE1885| PE1866 TRENTON PT BAPTIST CH SW SPIRE      APPROX. 3.1 KM 3520127.9 |
 PE1885|---------------------------------------------------------------------|
 PE1885
 PE1885                          SUPERSEDED SURVEY CONTROL
 PE1885
 PE1885  NAD 83(1992)-  44 26 23.90174(N)    068 18 54.67851(W) AD(       ) 3
 PE1885  NAD 83(1986)-  44 26 23.90072(N)    068 18 54.68236(W) AD(       ) 3
 PE1885  NAD 27      -  44 26 23.62000(N)    068 18 56.62000(W) AD(       ) 3
 PE1885
 PE1885.Superseded values are not recommended for survey control.
 PE1885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1885.See file dsdata.txt to determine how the superseded data were derived.
 PE1885
 PE1885_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK5449720970(NAD 83)
 PE1885
 PE1885  HISTORY     - Date     Condition        Report By
 PE1885  HISTORY     - 1865     MONUMENTED       COASUR
 PE1885  HISTORY     - 1908     SEE DESCRIPTION  CGS
 PE1885  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE1885  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE1885
 PE1885                          STATION DESCRIPTION
 PE1885
 PE1885'DESCRIBED BY COAST AND GEODETIC SURVEY 1908
 PE1885'ON HADLEY POINT, THE MOST NORTHERLY POINT OF MOUNT DESERT ISLAND,
 PE1885'ABOUT 3/8 MILE SSE FROM THE EXTREME POINT, ON LAND BELONGING
 PE1885'TO SIMEON H. RICHARDS, WHOSE HOUSE IS BACK OF A CLUMP OF LARGE
 PE1885'SPRUCE TREES.  THE STATION IS ABOUT 3/4 MILE NE OF EDEN AND
 PE1885'ABOUT 1/4 MILE N OF THE EDEN-SALISBURY COVE ROAD.  IT IS MARKED
 PE1885'BY A COPPER BOLT SET IN A HOLE IN A ROCK.  A LARGE PILE OF
 PE1885'STONES IS 5 PACES S OF THE STATION.  HADLEY POINT STATION IS
 PE1885'ON THE SAME HILL, ABOUT 250 METERS W BY S FROM THIS STATION,
 PE1885'AND CARE SHOULD BE TAKEN, THEREFORE, NOT TO MISTAKE ONE FOR
 PE1885'THE OTHER.  THEY ARE MARKED IN THE SAME MANNER.
 PE1885
 PE1885                          STATION RECOVERY (1934)
 PE1885
 PE1885'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1885'LOST.  THE STATION HAS BEEN DESTROYED BY THE CONSTRUCTION OF
 PE1885'A RACE TRACK.
 PE1885
 PE1885                          STATION RECOVERY (1944)
 PE1885
 PE1885'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1885'STATION WAS SEARCHED FOR BUT NOT FOUND.  AS THERE ARE MANY
 PE1885'ROCKS IN THIS VICINITY, THERE IS A POSSIBILITY THAT THE STATION
 PE1885'IS STILL THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1904 ***********************************************************************
 PE1904  DESIGNATION -  RICHARDSON 1870
 PE1904  PID         -  PE1904
 PE1904  STATE/COUNTY-  ME/HANCOCK
 PE1904  USGS QUAD   -  SOUTHWEST HARBOR (1983)
 PE1904
 PE1904                         *CURRENT SURVEY CONTROL
 PE1904  ___________________________________________________________________
 PE1904* NAD 83(1996)-  44 21 29.36637(N)    068 18 07.34496(W)     ADJUSTED  
 PE1904* NAVD 88     -        46.     (meters)     151.     (feet)  SCALED    
 PE1904  ___________________________________________________________________
 PE1904  LAPLACE CORR-           6.94  (seconds)                    DEFLEC99
 PE1904  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 PE1904
 PE1904  HORZ ORDER  -  THIRD
 PE1904
 PE1904.The horizontal coordinates were established by classical geodetic methods
 PE1904.and adjusted by the National Geodetic Survey in March 1998..
 PE1904
 PE1904.The orthometric height was scaled from a topographic map.
 PE1904
 PE1904.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1904
 PE1904.The geoid height was determined by GEOID03.
 PE1904
 PE1904;                    North         East     Units Scale Factor Converg.
 PE1904;SPC ME E     -    76,844.621   315,780.195   MT  0.99990306   +0 08 18.2
 PE1904;UTM  19      - 4,911,890.697   555,620.615   MT  0.99963805   +0 29 16.7
 PE1904
 PE1904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1904!SPC ME E     -   0.99999660  x   0.99990306  =   0.99989966
 PE1904!UTM  19      -   0.99999660  x   0.99963805  =   0.99963465
 PE1904
 PE1904:                Primary Azimuth Mark                     Grid Az
 PE1904:SPC ME E     -  PARKER 1870                              255 17 11.5
 PE1904:UTM  19      -  PARKER 1870                              254 56 13.0
 PE1904
 PE1904|---------------------------------------------------------------------|
 PE1904| PID    Reference Object                     Distance      Geod. Az  |
 PE1904|                                                           dddmmss.s |
 PE1904| PE1898 PARKER 1870                         APPROX. 2.0 KM 2552529.7 |
 PE1904| PE1894 SOMESVILLE CHURCH SPIRE             APPROX. 2.7 KM 2751215.1 |
 PE1904|---------------------------------------------------------------------|
 PE1904
 PE1904                          SUPERSEDED SURVEY CONTROL
 PE1904
 PE1904  NAD 83(1992)-  44 21 29.36328(N)    068 18 07.34090(W) AD(       ) 3
 PE1904  NAD 83(1986)-  44 21 29.36270(N)    068 18 07.34529(W) AD(       ) 3
 PE1904  NAD 27      -  44 21 29.08500(N)    068 18 09.29300(W) AD(       ) 3
 PE1904
 PE1904.Superseded values are not recommended for survey control.
 PE1904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1904.See file dsdata.txt to determine how the superseded data were derived.
 PE1904
 PE1904_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK5562111891(NAD 83)
 PE1904
 PE1904  HISTORY     - Date     Condition        Report By
 PE1904  HISTORY     - 1870     MONUMENTED       CGS
 PE1904  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE1904  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE1904  HISTORY     - 20060626 GOOD             INDIV
 PE1904
 PE1904                          STATION DESCRIPTION
 PE1904
 PE1904'DESCRIBED BY COAST AND GEODETIC SURVEY 1870 (GAF)
 PE1904'ON A HILL ON THE E SIDE OF SOMES SOUNDS, ABOUT 1 MILE ABOVE
 PE1904'SARGENT POINT AND THE SAME DISTANCE E OF SQUANTUM POINT.
 PE1904'
 PE1904'THE STATION IS ON A LEDGE IN MARTIN RICHARDSONS PASTURE AND JUST
 PE1904'TO THE SE OF HIS HOUSE, AND 11 FEET SE OF A LARGE BOULDER.  TO
 PE1904'THE EASTWARD THE LAND IS MUCH HIGHER.
 PE1904'
 PE1904'THE STATION MARK IS A COPPER BOLT SET IN A HOLE IN A ROCK.
 PE1904
 PE1904                          STATION RECOVERY (1934)
 PE1904
 PE1904'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1904'STATION MARK RECOVERED AS DESCRIBED ON A HILL ON THE E SIDE OF
 PE1904'SOME SOUND AT ITS NORTHERN END 4-1/4 MILES WSW OF BAR HARBOR.
 PE1904'
 PE1904'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN
 PE1904'DRILL HOLES IN OUTCROPPING BEDROCK.
 PE1904'
 PE1904'THE STATION MARK, IS 90 FEET WSW OF MID-TANGENT OF S CURVE IN
 PE1904'WOODS ROAD.  IT IS 13 FEET SSW OF CENTER OF A 5-FOOT HIGH BOULDER
 PE1904'AND 20.23 FEET ESE OF MIDDLE WEDGE OF THREE WEDGES AND BUSHINGS
 PE1904'IN LEDGE.
 PE1904'
 PE1904'REFERENCE MARK NO. 1 IS 45.59 FEET SW OF STATION.  IT IS 3-1/2
 PE1904'FEET E OF A SHEER W FACE OF LEDGE, AND 5-1/2 FEET S OF A SHEER
 PE1904'2-FOOT N FACE.
 PE1904'
 PE1904'REFERENCE MARK NO. 2, IS 26.24 FEET NW OF STATION IN A LEDGE
 PE1904'WITH A 5-FOOT ON SIDE SQUARE NOTCH AND WHICH HAS A SQUARE 2-1/2
 PE1904'FOOT BLOCK OF ROCK AT NOTCH.  IT IS 1 FOOT E OF W FACE AND 7.76
 PE1904'FEET NNW OF MIDDLE WEDGE AS ABOVE.
 PE1904'
 PE1904'TO REACH FROM JUNCTION OF HIGHWAYS 102 AND 198 WITH SPEEDOMETER
 PE1904'0.0 PROCEED E ON HIGHWAY 198, 1.35 MILES CONTINUE ON HIGHWAY 198
 PE1904'PAST BAR HARBOR ROAD ON LEFT.  AT 1.8 MILES TURN LEFT ON WOODS
 PE1904'ROAD.  AT 1.85 MILES TAKE MAIN RIGHT FORK.  AT 1.9 STOP AT
 PE1904'MIDDLE OF A 40-FOOT TANGENT OF S CURVE IN ROAD.
 PE1904
 PE1904                          STATION RECOVERY (1944)
 PE1904
 PE1904'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1904'STATION AND REFERENCE MARKS RECOVERED AND DESCRIBED BY K.G.C. IN
 PE1904'1934.  DISTANCES TO REFERENCE MARKS WERE CHECKED AND FOUND CORRECT.
 PE1904
 PE1904                          STATION RECOVERY (2006)
 PE1904
 PE1904'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JKM)
 PE1904'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 PE1904'CONDITION AS DESCRIBED IN THE 1934 RECOVERY.  NOTE THAT THE WOODS ROAD
 PE1904'(NOW PAVED) IS NAMED STANLEY MOUNTAIN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0923 ***********************************************************************
 PD0923  DESIGNATION -  RICHARDSON 1887
 PD0923  PID         -  PD0923
 PD0923  STATE/COUNTY-  ME/WASHINGTON
 PD0923  USGS QUAD   -  PEMBROKE (1977)
 PD0923
 PD0923                         *CURRENT SURVEY CONTROL
 PD0923  ___________________________________________________________________
 PD0923* NAD 83(1996)-  44 53 09.17029(N)    067 11 09.61374(W)     ADJUSTED  
 PD0923* NAVD 88     -        34.     (meters)     112.     (feet)  SCALED    
 PD0923  ___________________________________________________________________
 PD0923  LAPLACE CORR-           5.15  (seconds)                    DEFLEC99
 PD0923  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 PD0923
 PD0923  HORZ ORDER  -  THIRD
 PD0923
 PD0923.The horizontal coordinates were established by classical geodetic methods
 PD0923.and adjusted by the National Geodetic Survey in March 1998..
 PD0923
 PD0923.The orthometric height was scaled from a topographic map.
 PD0923
 PD0923.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0923
 PD0923.The geoid height was determined by GEOID03.
 PD0923
 PD0923;                    North         East     Units Scale Factor Converg.
 PD0923;SPC ME E     -   136,302.657   403,799.565   MT  1.00003245   +0 55 38.5
 PD0923;UTM  19      - 4,971,873.912   643,254.300   MT  0.99985235   +1 16 49.3
 PD0923
 PD0923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0923!SPC ME E     -   0.99999827  x   1.00003245  =   1.00003072
 PD0923!UTM  19      -   0.99999827  x   0.99985235  =   0.99985062
 PD0923
 PD0923                          SUPERSEDED SURVEY CONTROL
 PD0923
 PD0923  NAD 83(1992)-  44 53 09.16113(N)    067 11 09.61276(W) AD(       ) 3
 PD0923  NAD 83(1986)-  44 53 09.15895(N)    067 11 09.61520(W) AD(       ) 3
 PD0923  NAD 27      -  44 53 08.88100(N)    067 11 11.67200(W) AD(       ) 3
 PD0923
 PD0923.Superseded values are not recommended for survey control.
 PD0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0923.See file dsdata.txt to determine how the superseded data were derived.
 PD0923
 PD0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK4325471874(NAD 83)
 PD0923
 PD0923  HISTORY     - Date     Condition        Report By
 PD0923  HISTORY     - 1887     MONUMENTED       CGS
 PD0923  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0923
 PD0923                          STATION DESCRIPTION
 PD0923
 PD0923'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0923'STATION IS ON A PROMINENT HILL ON THE W SIDE OF THE N BRANCH
 PD0923'OF COBSCOOK RIVER, ABOUT 300 METERS FROM THE SHORE, AND
 PD0923'2-1/2 MILES SE OF DENNYSVILLE.  IT IS ON THE CENTER OF A SMALL
 PD0923'PENINSULA AND IS ABOUT THE SAME DISTANCE (300 METERS) FROM THE
 PD0923'SHORE IN THREE DIRECTIONS, VIZ., FROM THE E, S, AND N, THE
 PD0923'LATTER BEING THE LITTLE FALLS RIVER.  THE STATION IS ON THE
 PD0923'S SIDE OF THE HIGHEST LEDGE, A SLIGHTLY LOWER ONE BEING ABOUT
 PD0923'50 METERS TO THE SE, AND IS ABOUT 1/2 MILE E OF THE
 PD0923'DENNYSVILLE-WHITING ROAD.  THE STATION IS A BRONZE DISK
 PD0923'WEDGED IN A DRILL HOLE IN A BOULDER.  A REFERENCE MARK, ALSO
 PD0923'A BRONZE DISK WEDGED IN A DRILL HOLE IN A BOULDER, IS 5.39
 PD0923'METERS TO THE N FROM THE STATION.
 PD0923'
 PD0923'THE MAINE GEODETIC SURVEY RECOVERED THE STATION AS DESCRIBED
 PD0923'IN 1935 AND REPORTED IT USED BY A.A.A.  IN 1946, A C. AND
 PD0923'G.S. PARTY DID NOT FIND DESCRIBED STATION, BUT FOUND A
 PD0923'3/4-INCH IRON BOLT PROJECTING 1 INCH ABOVE GROUND IN A LEDGE
 PD0923'WHICH THEY CONSIDERED THE SITE OF THE STATION.  NO REFERENCE
 PD0923'MARK WAS FOUND.  PROBABLY NOT RECOVERED IN 1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2438 ***********************************************************************
 PE2438  DESIGNATION -  RICHMOND 1868
 PE2438  PID         -  PE2438
 PE2438  STATE/COUNTY-  ME/SAGADAHOC
 PE2438  USGS QUAD   -  RICHMOND (1980)
 PE2438
 PE2438                         *CURRENT SURVEY CONTROL
 PE2438  ___________________________________________________________________
 PE2438* NAD 83(1996)-  44 05 23.87396(N)    069 48 29.98478(W)     ADJUSTED  
 PE2438* NAVD 88     -        34.     (meters)     112.     (feet)  SCALED    
 PE2438  ___________________________________________________________________
 PE2438  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 PE2438  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 PE2438
 PE2438  HORZ ORDER  -  THIRD
 PE2438
 PE2438.The horizontal coordinates were established by classical geodetic methods
 PE2438.and adjusted by the National Geodetic Survey in March 1998..
 PE2438
 PE2438.The orthometric height was scaled from a topographic map.
 PE2438
 PE2438.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2438
 PE2438.The geoid height was determined by GEOID03.
 PE2438
 PE2438;                    North         East     Units Scale Factor Converg.
 PE2438;SPC ME W     -   139,671.746   928,696.477   MT  0.99997679   +0 14 57.6
 PE2438;UTM  19      - 4,882,182.741   435,290.867   MT  0.99965150   -0 33 44.8
 PE2438
 PE2438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2438!SPC ME W     -   0.99999876  x   0.99997679  =   0.99997555
 PE2438!UTM  19      -   0.99999876  x   0.99965150  =   0.99965026
 PE2438
 PE2438                          SUPERSEDED SURVEY CONTROL
 PE2438
 PE2438  NAD 83(1992)-  44 05 23.87271(N)    069 48 29.98392(W) AD(       ) 3
 PE2438  NAD 83(1986)-  44 05 23.87801(N)    069 48 29.98876(W) AD(       ) 3
 PE2438  NAD 27      -  44 05 23.61400(N)    069 48 31.85000(W) AD(       ) 3
 PE2438
 PE2438.Superseded values are not recommended for survey control.
 PE2438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2438.See file dsdata.txt to determine how the superseded data were derived.
 PE2438
 PE2438_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3529182183(NAD 83)
 PE2438_MARKER: DS = TRIANGULATION STATION DISK
 PE2438_SETTING: 80 = SET IN A BOULDER
 PE2438_SP_SET: SET IN DRILL HOLE IN A BOULDER
 PE2438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE2438+STABILITY: SURFACE MOTION
 PE2438
 PE2438  HISTORY     - Date     Condition        Report By
 PE2438  HISTORY     - 1868     MONUMENTED       CGS
 PE2438  HISTORY     - 1913     GOOD             CGS
 PE2438  HISTORY     - 1933     GOOD             CGS
 PE2438  HISTORY     - 1949     GOOD             CGS
 PE2438  HISTORY     - 1971     POOR             MEDT
 PE2438  HISTORY     - 1971     SEE DESCRIPTION  NGS
 PE2438  HISTORY     - 19920717 GOOD             USPSQD
 PE2438
 PE2438                          STATION DESCRIPTION
 PE2438
 PE2438'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 PE2438'ON THE HIGHEST POINT OF A BARE LEDGE E OF THE ACADEMY BUILDING
 PE2438'IN RICHMOND ON LAND OWNED BY J.G. HATCH.  THE STATION IS 4.5
 PE2438'METERS W OF THE BLUFF FACE OF THE LEDGE FORMED BY THE REMOVAL OF
 PE2438'ROCK, AND 20.3 METERS FROM THE SE CORNER OF THE ACADEMY
 PE2438'BUILDING.  THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE
 PE2438'DISKS WEDGED IN DRILL HOLES IN BOULDERS.  THE REFERENCE MARK
 PE2438'IS 2.35 METERS TO THE SW.  A SMALL IRON ROD SET IN THE LEDGE
 PE2438'1.34 METERS TO THE EASTWARD AND PROJECTING 3 INCHES SERVES
 PE2438'AS AN ADDITIONAL REFERENCE MARK.
 PE2438
 PE2438                          STATION RECOVERY (1933)
 PE2438
 PE2438'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CMD)
 PE2438'STATION IS ON THE HIGHEST POINT OF A BARE LEDGE 35 PACES BACK
 PE2438'OF THE C.P. BRIERY HOUSE ON MAIN STREET IN THE TOWN OF
 PE2438'RICHMOND.  MR. BRIERY NOW OWNS THE LAND AND HIS HOUSE IS 0.3 MILE
 PE2438'FROM THE FOOT OF MAIN STREET.  THE ACADEMY BUILDING MENTIONED
 PE2438'IN FORMER DESCRIPTION HAS BEEN TORN DOWN.  STATION IS 4.5 METERS
 PE2438'W OF THE BLUFF FACE OF THE LEDGE FORMED BY THE REMOVAL OF
 PE2438'ROCK.  THERE IS A SMALL IRON ROD SET IN THE LEDGE 1.34 METERS
 PE2438'TO THE EASTWARD FROM THE STATION.  THE STATION AND REFERENCE
 PE2438'MARK NO. 1 ARE STAMPED 1860 - 1913.
 PE2438'
 PE2438'REFERENCE MARK NO. 2, 1.457 METERS TO THE W, IS STAMPED
 PE2438'1860 - 1933.
 PE2438'
 PE2438'REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2 IS 1.887 METERS.
 PE2438
 PE2438                          STATION RECOVERY (1949)
 PE2438
 PE2438'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM)
 PE2438'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 PE2438'1933 DESCRIPTION IS ADEQUATE.
 PE2438
 PE2438                          STATION RECOVERY (1971)
 PE2438
 PE2438'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1971
 PE2438'RICHMOND PARTLY OUT OF LEDGE NEEDS TO BE RECEMENTED
 PE2438'
 PE2438'RM 2 GOOD
 PE2438'
 PE2438'RM 1 NOT FOUND TOO MUCH SNOW
 PE2438
 PE2438                          STATION RECOVERY (1971)
 PE2438
 PE2438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 PE2438'STATION WAS RECOVERED.  THE STATION DISK WAS FOUND PROJECTING
 PE2438'ABOUT 3/4-INCH ABOVE THE BEDROCK.  BOTH REFERENCE MARKS WERE
 PE2438'FOUND IN GOOD CONDITION.  THE STATION DISK WAS RE-ENFORCED BY
 PE2438'A BUILDUP OF CONCRETE.  STATION IS COMPLETELY BLOCKED BY
 PE2438'TREES.  DISTANCES WERE MEASURED TO THE REFERENCE MARKS AND THE
 PE2438'IRON ROD.
 PE2438'
 PE2438'STATION IS LOCATED IN THE WEST EDGE OF RICHMOND, ON A LARGE,
 PE2438'ROCKY KNOLL AT NORTH SIDE OF A LARGE, OLD HOUSE.  THE KNOLL IS
 PE2438'QUITE FLAT, AND IS COVERED WITH LAWN, BUT HAS MANY BEDROCK
 PE2438'OUTCROPS ON IT, AND STATION IS ON THE HIGHEST ROCK FORMATION.
 PE2438'
 PE2438'TO REACH STATION FROM THE POST OFFICE IN RICHMOND, GO WEST ON
 PE2438'STATE HIGHWAY 197 FOR 0.1 MILE.  TURN RIGHT ON ROBIN CT. AND GO
 PE2438'65 YARDS TO END OF STREET AT BASE OF KNOLL TO LEFT.  WALK
 PE2438'UP KNOLL ABOUT 50 YARDS.
 PE2438'
 PE2438'STATION MARK IS A STANDARD DISK STAMPED RICHMOND 1868 1913,
 PE2438'CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS 137 FEET NORTH OF THE
 PE2438'NORTH WALL OF MAIN PART OF THE OLD HOUSE, 340 FEET NORTH OF
 PE2438'CENTER LINE OF HIGHWAY 197, AND 6 FEET WEST OF EAST EDGE OF KNOLL.
 PE2438'
 PE2438'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED RICHMOND
 PE2438'NO 1 1868 1913, CEMENTED IN A DRILL HOLE IN BEDROCK 8 INCHES
 PE2438'LOWER THAN STATION MARK.
 PE2438'
 PE2438'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED RICHMOND
 PE2438'NO 2 1868 1933, CEMENTED IN A DRILL HOLE IN BEDROCK 8 INCHES
 PE2438'LOWER THAN STATION MARK.
 PE2438'
 PE2438'IRON ROD IS 1/2-INCH IN DIAMETER, CEMENTED IN A DRILL HOLE,
 PE2438'PROJECTING 0.2 FOOT FROM THE BEDROCK.
 PE2438'
 PE2438'RM NO. 1 IS 2.349 METERS, (7.707 FEET) SOUTHWEST OF STATION.
 PE2438'
 PE2438'RM NO. 2 IS 1.455 METERS, (4.773 FEET) WEST-SOUTHWEST OF STATION.
 PE2438'
 PE2438'IRON ROD IS 1.328 METERS, (4.357 FEET) EAST OF STATION.
 PE2438'
 PE2438'DISTANCE FROM RM NO. 1 TO RM NO. 2 = 1.891 METERS (6.204 FEET).
 PE2438'
 PE2438'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PE2438'IN RICHMOND.
 PE2438
 PE2438                          STATION RECOVERY (1992)
 PE2438
 PE2438'RECOVERY NOTE BY US POWER SQUADRON 1992 (AMW)
 PE2438'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2433 ***********************************************************************
 PE2433  DESIGNATION -  RICHMOND BROWN CH SPIRE F W B
 PE2433  PID         -  PE2433
 PE2433  STATE/COUNTY-  ME/SAGADAHOC
 PE2433  USGS QUAD   -  RICHMOND (1980)
 PE2433
 PE2433                         *CURRENT SURVEY CONTROL
 PE2433  ___________________________________________________________________
 PE2433* NAD 83(1996)-  44 05 17.92973(N)    069 48 19.08118(W)     ADJUSTED  
 PE2433* NAVD 88     -                                                        
 PE2433  ___________________________________________________________________
 PE2433  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 PE2433  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 PE2433
 PE2433  HORZ ORDER  -  THIRD
 PE2433
 PE2433.The horizontal coordinates were established by classical geodetic methods
 PE2433.and adjusted by the National Geodetic Survey in March 1998..
 PE2433
 PE2433
 PE2433.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2433
 PE2433.The geoid height was determined by GEOID03.
 PE2433
 PE2433;                    North         East     Units Scale Factor Converg.
 PE2433;SPC ME W     -   139,489.343   928,939.834   MT  0.99997696   +0 15 05.1
 PE2433;UTM  19      - 4,881,996.970   435,531.537   MT  0.99965112   -0 33 37.2
 PE2433
 PE2433                          SUPERSEDED SURVEY CONTROL
 PE2433
 PE2433  NAD 83(1992)-  44 05 17.92852(N)    069 48 19.08044(W) AD(       ) 4
 PE2433  NAD 83(1986)-  44 05 17.93381(N)    069 48 19.08527(W) AD(       ) 4
 PE2433  NAD 27      -  44 05 17.66800(N)    069 48 20.94100(W) AD(       ) 3
 PE2433
 PE2433.Superseded values are not recommended for survey control.
 PE2433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2433.See file dsdata.txt to determine how the superseded data were derived.
 PE2433
 PE2433_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3553281997(NAD 83)
 PE2433
 PE2433  HISTORY     - Date     Condition        Report By
 PE2433  HISTORY     - 1868     MONUMENTED       COASUR
 PE2433  HISTORY     - 1949     SEE DESCRIPTION  CGS
 PE2433  HISTORY     - 1988     GOOD             USPSQD
 PE2433
 PE2433                          STATION DESCRIPTION
 PE2433
 PE2433'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (ERM)
 PE2433'STATION RECOVERED IN GOOD CONDITION.  THE SPIRE THAT WAS
 PE2433'LOCATED IN THE CENTER OF BELL TOWER HAS BEEN REMOVED, BUT
 PE2433'TOWER IS STILL IN ITS ORIGINAL POSITION AND THE CENTER OF THE
 PE2433'TOWER CAN STILL BE USED AS THE STATION.
 PE2433'
 PE2433'THE CHURCH IS LOCATED AT THE SW CORNER OF SCHOOL AND MAIN
 PE2433'STREETS IN RICHMOND AND IS NOW KNOWN AS THE BAPTIST CHURCH.
 PE2433
 PE2433                          STATION RECOVERY (1988)
 PE2433
 PE2433'RECOVERY NOTE BY US POWER SQUADRON 1988 (RS)
 PE2433'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2436 ***********************************************************************
 PE2436  DESIGNATION -  RICHMOND CLOCK METH CH SPIRE
 PE2436  PID         -  PE2436
 PE2436  STATE/COUNTY-  ME/SAGADAHOC
 PE2436  USGS QUAD   -  RICHMOND (1980)
 PE2436
 PE2436                         *CURRENT SURVEY CONTROL
 PE2436  ___________________________________________________________________
 PE2436* NAD 83(1996)-  44 05 15.81785(N)    069 48 11.48555(W)     ADJUSTED  
 PE2436* NAVD 88     -                                                        
 PE2436  ___________________________________________________________________
 PE2436  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 PE2436  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 PE2436
 PE2436  HORZ ORDER  -  THIRD
 PE2436
 PE2436.The horizontal coordinates were established by classical geodetic methods
 PE2436.and adjusted by the National Geodetic Survey in March 1998..
 PE2436
 PE2436
 PE2436.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2436
 PE2436.The geoid height was determined by GEOID03.
 PE2436
 PE2436;                    North         East     Units Scale Factor Converg.
 PE2436;SPC ME W     -   139,424.906   929,109.091   MT  0.99997708   +0 15 10.4
 PE2436;UTM  19      - 4,881,930.163   435,699.810   MT  0.99965085   -0 33 31.8
 PE2436
 PE2436                          SUPERSEDED SURVEY CONTROL
 PE2436
 PE2436  NAD 83(1992)-  44 05 15.81662(N)    069 48 11.48476(W) AD(       ) 4
 PE2436  NAD 83(1986)-  44 05 15.82191(N)    069 48 11.48961(W) AD(       ) 4
 PE2436  NAD 27      -  44 05 15.56100(N)    069 48 13.32900(W) AD(       ) 3
 PE2436
 PE2436.Superseded values are not recommended for survey control.
 PE2436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2436.See file dsdata.txt to determine how the superseded data were derived.
 PE2436
 PE2436_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3570081930(NAD 83)
 PE2436_MARKER: 90 = CHURCH SPIRE
 PE2436
 PE2436  HISTORY     - Date     Condition        Report By
 PE2436  HISTORY     - 1868     FIRST OBSERVED   CGS
 PE2436  HISTORY     - 1949     GOOD             CGS
 PE2436  HISTORY     - 1971     GOOD             NGS
 PE2436  HISTORY     - 1974     GOOD             NGS
 PE2436  HISTORY     - 1988     GOOD             USPSQD
 PE2436
 PE2436                          STATION DESCRIPTION
 PE2436
 PE2436'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (ERM)
 PE2436'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS AS FOLLOWS--
 PE2436'
 PE2436'THE METHODIST CHURCH IS LOCATED AT THE NW CORNER OF MAIN AND
 PE2436'PLEASANT STREETS IN RICHMOND.  THE STATION IS THE SPIRE ATOP
 PE2436'THE CLOCK, LOCATED AT THE CENTER OF THE E END OF THE BUILDING.
 PE2436
 PE2436                          STATION RECOVERY (1971)
 PE2436
 PE2436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 PE2436'STATION WAS RECOVERED.  A SHARP, SHINGLED SPIRE, WITH WEATHER
 PE2436'VANE ON TOP, SETTING ATOP A SQUARE, WHITE CUPOLA WITH 1 WINDOW
 PE2436'ON EACH OF ITS 4 SIDES, WHICH IN TURN SETS ON A LARGER, SQUARE,
 PE2436'WHITE CUPOLA WITH A CLOCK FACE ON EACH OF ITS 4 SIDES.  SPIRE IS
 PE2436'OVER ENTRANCE AT EAST END OF THE WHITE, WOODEN, RECTANGULAR,
 PE2436'CHURCH BUILDING.  THE CHURCH IS LOCATED ABOUT 50 YARDS SOUTH OF
 PE2436'INTERSECTION OF MAIN STREET AND PLEASANT STREET, ON WEST SIDE
 PE2436'OF PLEASANT STREET.
 PE2436'
 PE2436'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PE2436'IN RICHMOND.
 PE2436
 PE2436                          STATION RECOVERY (1974)
 PE2436
 PE2436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RCA)
 PE2436'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN
 PE2436'1949.  THE DESCRIPTION WAS FOUND TO BE ADEQUATE.
 PE2436
 PE2436                          STATION RECOVERY (1988)
 PE2436
 PE2436'RECOVERY NOTE BY US POWER SQUADRON 1988 (RS)
 PE2436'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2434 ***********************************************************************
 PE2434  DESIGNATION -  RICHMOND CONG CHURCH SPIRE
 PE2434  PID         -  PE2434
 PE2434  STATE/COUNTY-  ME/SAGADAHOC
 PE2434  USGS QUAD   -  RICHMOND (1980)
 PE2434
 PE2434                         *CURRENT SURVEY CONTROL
 PE2434  ___________________________________________________________________
 PE2434* NAD 83(1996)-  44 05 09.46919(N)    069 48 14.45071(W)     ADJUSTED  
 PE2434* NAVD 88     -                                                        
 PE2434  ___________________________________________________________________
 PE2434  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 PE2434  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 PE2434
 PE2434  HORZ ORDER  -  THIRD
 PE2434
 PE2434.The horizontal coordinates were established by classical geodetic methods
 PE2434.and adjusted by the National Geodetic Survey in March 1998..
 PE2434
 PE2434
 PE2434.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2434
 PE2434.The geoid height was determined by GEOID03.
 PE2434
 PE2434;                    North         East     Units Scale Factor Converg.
 PE2434;SPC ME W     -   139,228.670   929,043.992   MT  0.99997704   +0 15 08.3
 PE2434;UTM  19      - 4,881,734.933   435,631.959   MT  0.99965096   -0 33 33.8
 PE2434
 PE2434                          SUPERSEDED SURVEY CONTROL
 PE2434
 PE2434  NAD 83(1992)-  44 05 09.46797(N)    069 48 14.44990(W) AD(       ) 4
 PE2434  NAD 83(1986)-  44 05 09.47328(N)    069 48 14.45478(W) AD(       ) 4
 PE2434  NAD 27      -  44 05 09.20800(N)    069 48 16.31500(W) AD(       ) 3
 PE2434
 PE2434.Superseded values are not recommended for survey control.
 PE2434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2434.See file dsdata.txt to determine how the superseded data were derived.
 PE2434
 PE2434_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3563281735(NAD 83)
 PE2434
 PE2434  HISTORY     - Date     Condition        Report By
 PE2434  HISTORY     - 1868     MONUMENTED       COASUR
 PE2434  HISTORY     - 1949     SEE DESCRIPTION  CGS
 PE2434  HISTORY     - 1971     SEE DESCRIPTION  NGS
 PE2434  HISTORY     - 1988     GOOD             USPSQD
 PE2434
 PE2434                          STATION DESCRIPTION
 PE2434
 PE2434'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (ERM)
 PE2434'STATION RECOVERED IN GOOD CONDITION.  THE DESCRIPTION FOLLOWS--
 PE2434'
 PE2434'THE CHURCH IS LOCATED ON GARDINER STREET, AT THE CROSSING OF
 PE2434'THE MAINE CENTRAL RAILROAD.
 PE2434'
 PE2434'STATION IS THE CENTER OF THE SPIRE AT THE E END AND CENTER OF
 PE2434'BUILDING.
 PE2434
 PE2434                          STATION RECOVERY (1971)
 PE2434
 PE2434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 PE2434'STATION WAS RECOVERED.  A POINTED DOME WITH A GOLD BALL AND
 PE2434'WEATHER VANE ON TOP, MOUNTED ON A SQUARE, WHITE CUPOLA WHICH
 PE2434'HAS 1 WINDOW IN EACH OF ITS 4 SIDES, WHICH IS IN TURN MOUNTED
 PE2434'ON A LARGER, SQUARE, WHITE CUPOLA, WHICH HAS A CIRCULAR DESIGN
 PE2434'IN EACH OF ITS 4 SIDES.  THE DOME IS ON EAST END OF THE
 PE2434'RECTANGULAR, WHITE WOODEN BUILDING, ABOVE THE ENTRANCE.  LOCATED
 PE2434'IN THE SOUTHWEST ANGLE OF SPRUCE AND GARDINER STREETS.
 PE2434'
 PE2434'NOTE--THIS IS NOW THE NAZARENE CHURCH, BUT WAS FORMERLY THE
 PE2434'CONGREGATIONAL CHURCH, AND PURCHASED BY THE NAZARENE CHURCH.
 PE2434'
 PE2434'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PE2434'IN RICHMOND.
 PE2434
 PE2434                          STATION RECOVERY (1988)
 PE2434
 PE2434'RECOVERY NOTE BY US POWER SQUADRON 1988 (RS)
 PE2434'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1606 ***********************************************************************
 OC1606  DESIGNATION -  RICHMOND I DR CUMMINGS HSE CHY
 OC1606  PID         -  OC1606
 OC1606  STATE/COUNTY-  ME/CUMBERLAND
 OC1606  USGS QUAD   -  CAPE ELIZABETH (1975)
 OC1606
 OC1606                         *CURRENT SURVEY CONTROL
 OC1606  ___________________________________________________________________
 OC1606* NAD 83(1996)-  43 32 39.23131(N)    070 14 22.19122(W)     ADJUSTED  
 OC1606* NAVD 88     -                                                        
 OC1606  ___________________________________________________________________
 OC1606  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 OC1606  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 OC1606
 OC1606  HORZ ORDER  -  THIRD
 OC1606
 OC1606.The horizontal coordinates were established by classical geodetic methods
 OC1606.and adjusted by the National Geodetic Survey in March 1998..
 OC1606
 OC1606
 OC1606.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1606
 OC1606.The geoid height was determined by GEOID03.
 OC1606
 OC1606;                    North         East     Units Scale Factor Converg.
 OC1606;SPC ME W     -    78,978.119   894,114.177   MT  0.99996709   -0 03 00.6
 OC1606;UTM  19      - 4,821,999.830   399,866.422   MT  0.99972333   -0 51 14.3
 OC1606
 OC1606                          SUPERSEDED SURVEY CONTROL
 OC1606
 OC1606  NAD 83(1992)-  43 32 39.22965(N)    070 14 22.19247(W) AD(       ) 4
 OC1606  NAD 83(1986)-  43 32 39.23567(N)    070 14 22.19796(W) AD(       ) 4
 OC1606  NAD 27      -  43 32 38.94000(N)    070 14 24.03000(W) AD(       ) 3
 OC1606
 OC1606.Superseded values are not recommended for survey control.
 OC1606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1606.See file dsdata.txt to determine how the superseded data were derived.
 OC1606
 OC1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9986622000(NAD 83)
 OC1606_MARKER: 85 = CHIMNEY
 OC1606
 OC1606  HISTORY     - Date     Condition        Report By
 OC1606  HISTORY     - 1850     FIRST OBSERVED
 OC1606
 OC1606                          STATION DESCRIPTION
 OC1606
 OC1606'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1608 ***********************************************************************
 OC1608  DESIGNATION -  RICHMOND IS 1850
 OC1608  PID         -  OC1608
 OC1608  STATE/COUNTY-  ME/CUMBERLAND
 OC1608  USGS QUAD   -  CAPE ELIZABETH (1975)
 OC1608
 OC1608                         *CURRENT SURVEY CONTROL
 OC1608  ___________________________________________________________________
 OC1608* NAD 83(1996)-  43 32 26.56550(N)    070 14 18.02454(W)     ADJUSTED  
 OC1608* NAVD 88     -        17.     (meters)      56.     (feet)  SCALED    
 OC1608  ___________________________________________________________________
 OC1608  LAPLACE CORR-           2.52  (seconds)                    DEFLEC99
 OC1608  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 OC1608
 OC1608  HORZ ORDER  -  THIRD
 OC1608
 OC1608.The horizontal coordinates were established by classical geodetic methods
 OC1608.and adjusted by the National Geodetic Survey in March 1998..
 OC1608
 OC1608.The orthometric height was scaled from a topographic map.
 OC1608
 OC1608.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1608
 OC1608.The geoid height was determined by GEOID03.
 OC1608
 OC1608;                    North         East     Units Scale Factor Converg.
 OC1608;SPC ME W     -    78,587.158   894,207.376   MT  0.99996708   -0 02 57.7
 OC1608;UTM  19      - 4,821,607.696   399,954.106   MT  0.99972312   -0 51 11.3
 OC1608
 OC1608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1608!SPC ME W     -   1.00000145  x   0.99996708  =   0.99996853
 OC1608!UTM  19      -   1.00000145  x   0.99972312  =   0.99972457
 OC1608
 OC1608|---------------------------------------------------------------------|
 OC1608| PID    Reference Object                     Distance      Geod. Az  |
 OC1608|                                                           dddmmss.s |
 OC1608| OC1609 WEST END OF BARN                    363.938 METERS 01258     |
 OC1608| OC2002 POOL CUPOLA OF OLD WAREHOUSE        APPROX.14.1 KM 2221217.1 |
 OC1608| OC2045 BIDDEFORD ORTHODOX CH SPIRE         APPROX.18.6 KM 2531135.1 |
 OC1608| OC1902 PROUT NECK LIBBY HOUSE CHIMNEY      APPROX. 6.7 KM 2613839.2 |
 OC1608| OC1882 HUBBARDS POINT HOUSE                APPROX. 4.8 KM 2900447.4 |
 OC1608| OC1890 GRANDY HILL YELLOW HOUSE CHIM       APPROX. 2.9 KM 3084702.4 |
 OC1608| OC1606 RICHMOND I DR CUMMINGS HSE CHY      401.929 METERS 3463232.7 |
 OC1608|---------------------------------------------------------------------|
 OC1608
 OC1608                          SUPERSEDED SURVEY CONTROL
 OC1608
 OC1608  NAD 83(1992)-  43 32 26.56382(N)    070 14 18.02580(W) AD(       ) 3
 OC1608  NAD 83(1986)-  43 32 26.56982(N)    070 14 18.03129(W) AD(       ) 3
 OC1608  NAD 27      -  43 32 26.26200(N)    070 14 19.88000(W) AD(       ) 3
 OC1608
 OC1608.Superseded values are not recommended for survey control.
 OC1608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1608.See file dsdata.txt to determine how the superseded data were derived.
 OC1608
 OC1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9995421608(NAD 83)
 OC1608
 OC1608  HISTORY     - Date     Condition        Report By
 OC1608  HISTORY     - 1850     MONUMENTED       CGS
 OC1608  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OC1608
 OC1608                          STATION DESCRIPTION
 OC1608
 OC1608'DESCRIBED BY COAST AND GEODETIC SURVEY 1850 (COB)
 OC1608'STATION IS ON THE ISLAND OF THAT NAME WHICH LIES ABOUT 1-3/8
 OC1608'MILES SW OF CAPE ELIZABETH.  THE STATION IS ON A KNOLL ABOUT
 OC1608'150 METERS FROM THE SHORE AND ABOUT 500 METERS FROM THE
 OC1608'WESTERN END.  IT IS MARKED BY AN EARTHEN CONE SET WITH ITS TOP
 OC1608'14 INCHES BELOW THE SURFACE.  SURFACE MARK WAS A NAIL IN THE
 OC1608'TOP OF A STAKE CENTERED IN THE CONE.  BUT THIS HAS PROBABLY NOW
 OC1608'DISAPPEARED.
 OC1608
 OC1608                          STATION RECOVERY (1942)
 OC1608
 OC1608'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OC1608'STATION SEARCHED FOR BUT NOT FOUND.  PLANE TABLE METHODS MIGHT
 OC1608'LOCATE THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1607 ***********************************************************************
 OC1607  DESIGNATION -  RICHMOND IS 2 RICH USE 1923
 OC1607  PID         -  OC1607
 OC1607  STATE/COUNTY-  ME/CUMBERLAND
 OC1607  USGS QUAD   -  CAPE ELIZABETH (1975)
 OC1607
 OC1607                         *CURRENT SURVEY CONTROL
 OC1607  ___________________________________________________________________
 OC1607* NAD 83(1996)-  43 32 26.84075(N)    070 14 18.52768(W)     ADJUSTED  
 OC1607* NAVD 88     -        17.     (meters)      56.     (feet)  VERTCON   
 OC1607  ___________________________________________________________________
 OC1607  LAPLACE CORR-           2.52  (seconds)                    DEFLEC99
 OC1607  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 OC1607
 OC1607  HORZ ORDER  -  THIRD
 OC1607
 OC1607.The horizontal coordinates were established by classical geodetic methods
 OC1607.and adjusted by the National Geodetic Survey in March 1998..
 OC1607
 OC1607.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC1607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC1607
 OC1607.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1607
 OC1607.The geoid height was determined by GEOID03.
 OC1607
 OC1607;                    North         East     Units Scale Factor Converg.
 OC1607;SPC ME W     -    78,595.662   894,196.088   MT  0.99996708   -0 02 58.1
 OC1607;UTM  19      - 4,821,616.355   399,942.941   MT  0.99972314   -0 51 11.6
 OC1607
 OC1607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1607!SPC ME W     -   1.00000145  x   0.99996708  =   0.99996853
 OC1607!UTM  19      -   1.00000145  x   0.99972314  =   0.99972459
 OC1607
 OC1607:                Primary Azimuth Mark                     Grid Az
 OC1607:SPC ME W     -  MAXWELLS BARN CUPOLA MAX                 039 37 03.0
 OC1607:UTM  19      -  MAXWELLS BARN CUPOLA MAX                 040 25 16.5
 OC1607
 OC1607|---------------------------------------------------------------------|
 OC1607| PID    Reference Object                     Distance      Geod. Az  |
 OC1607|                                                           dddmmss.s |
 OC1607| OC1580 MAXWELLS BARN CUPOLA MAX            APPROX. 3.2 KM 0393404.9 |
 OC1607| OC1884 STRATTON IS BARN CUPOLA STRAT       APPROX. 7.0 KM 2371308.1 |
 OC1607| OC2037 BIDDEFORD PEPPERELL CO STACK        APPROX.17.9 KM 2525845.9 |
 OC1607| OC1920 OLD ORCHARD STANDPIPE               APPROX.12.6 KM 2560611.1 |
 OC1607| OC1918 OLD ORCHARD HOTEL FLAGPOLE HAR      APPROX.11.6 KM 2561552.7 |
 OC1607| OC1898 HOUSE ON PROUTS NECK E GAB GRE      APPROX. 6.2 KM 2571909.6 |
 OC1607| OC1904 PROUTS NECK HOTEL TANK TAT          APPROX. 6.4 KM 2623600.9 |
 OC1607| OC1883 SQUARE TOWER ON BARN TOW            APPROX. 5.1 KM 2842002.5 |
 OC1607| OC1880 SQUARE BARN CUPOLA SQUARE           APPROX. 4.6 KM 2895733.7 |
 OC1607| OC1879 WHITE TANK                          APPROX. 4.8 KM 2904934.4 |
 OC1607| OC1869 RAM ISLAND HOUSE RAM                APPROX. 2.0 KM 3011512.9 |
 OC1607| OC1888 RED TOP TANK RED                    APPROX. 4.1 KM 3041751.3 |
 OC1607| OC1889 RED HOUSE CUPOLA SHO                APPROX. 3.9 KM 3042113.9 |
 OC1607| OC1873 STONE CHIMNEY CHIM                  APPROX. 2.4 KM 3053753.9 |
 OC1607| OC1891 SMALL HOUSE CHIMNEY YEL             APPROX. 3.1 KM 3085831.8 |
 OC1607| OC1610 RED BARN CUPOLA BREAK               APPROX. 1.8 KM 3514519.3 |
 OC1607| OC1594 DR CUMMINGS HOUSE S CHIM DOC        279.013 METERS 35356     |
 OC1607|---------------------------------------------------------------------|
 OC1607
 OC1607                          SUPERSEDED SURVEY CONTROL
 OC1607
 OC1607  NAD 83(1992)-  43 32 26.83913(N)    070 14 18.52886(W) AD(       ) 3
 OC1607  NAD 83(1986)-  43 32 26.84516(N)    070 14 18.53445(W) AD(       ) 3
 OC1607  NAD 27      -  43 32 26.54000(N)    070 14 20.37000(W) AD(       ) 3
 OC1607  NGVD 29 (07/19/86)   17.     (m)           56.     (f) VERT ANG       
 OC1607
 OC1607.Superseded values are not recommended for survey control.
 OC1607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1607.See file dsdata.txt to determine how the superseded data were derived.
 OC1607
 OC1607_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9994321616(NAD 83)
 OC1607
 OC1607  HISTORY     - Date     Condition        Report By
 OC1607  HISTORY     - 1923     MONUMENTED       CGS
 OC1607  HISTORY     - 1941     SEE DESCRIPTION  CGS
 OC1607  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OC1607
 OC1607                          STATION DESCRIPTION
 OC1607
 OC1607'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (OWS)
 OC1607'THIS STATION IS A U.S. ARMY ENGINEERS STATION ON RICHMOND
 OC1607'ISLAND.  IT IS IN A PROMINENT ROCK ON THE SOUTHERN SIDE OF THE
 OC1607'ISLAND.
 OC1607
 OC1607                          STATION RECOVERY (1941)
 OC1607
 OC1607'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FLP)
 OC1607'THIS STATION IS ON THE SOUTHERN SIDE OF RICHMOND ISLAND, ON TOP
 OC1607'OF THE RIDGE THAT RUNS NE AND SW, ABOUT 600 YARDS FROM THE
 OC1607'SOUTHWESTERN END AND 100 YARDS FROM THE SOUTHERN SIDE.  FROM THE
 OC1607'STATION, THE RANGE OF DR. CUMMINGS HOUSE ON RICHMOND ISLAND AND
 OC1607'THE RED BARN OF THE BREAKWATER FARM OPENS JUST SLIGHTLY TO THE
 OC1607'WESTWARD.
 OC1607'
 OC1607'MARK IS SET IN A FLAT ROCK ABOUT 2 BY 4 FEET PROJECTING ABOUT
 OC1607'1 FOOT ABOVE THE SURFACE OF THE GROUND, AND IS SURROUNDED BY SMALL
 OC1607'PINE TREES.  IT IS STAMPED MAP CONTROL STATION.
 OC1607
 OC1607                          STATION RECOVERY (1942)
 OC1607
 OC1607'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OC1607'STATION RECOVERED AS DESCRIBED.  U.S.C. AND G.S. REFERENCE MARK
 OC1607'IS 28.35 METERS (SLOPE) E OF THE STATION CEMENTED IN THE TOP OF A
 OC1607'ROCK OUTCROP ABOUT 6 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1595 ***********************************************************************
 OC1595  DESIGNATION -  RICHMOND ISLAND HOUSE CUPOLA
 OC1595  PID         -  OC1595
 OC1595  STATE/COUNTY-  ME/CUMBERLAND
 OC1595  USGS QUAD   -  CAPE ELIZABETH (1975)
 OC1595
 OC1595                         *CURRENT SURVEY CONTROL
 OC1595  ___________________________________________________________________
 OC1595* NAD 83(1996)-  43 32 35.84164(N)    070 14 19.97864(W)     ADJUSTED  
 OC1595* NAVD 88     -                                                        
 OC1595  ___________________________________________________________________
 OC1595  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 OC1595  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 OC1595
 OC1595  HORZ ORDER  -  THIRD
 OC1595
 OC1595.The horizontal coordinates were established by classical geodetic methods
 OC1595.and adjusted by the National Geodetic Survey in March 1998..
 OC1595
 OC1595
 OC1595.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1595
 OC1595.The geoid height was determined by GEOID03.
 OC1595
 OC1595;                    North         East     Units Scale Factor Converg.
 OC1595;SPC ME W     -    78,873.467   894,163.755   MT  0.99996709   -0 02 59.1
 OC1595;UTM  19      - 4,821,894.518   399,914.516   MT  0.99972321   -0 51 12.7
 OC1595
 OC1595                          SUPERSEDED SURVEY CONTROL
 OC1595
 OC1595  NAD 83(1992)-  43 32 35.84005(N)    070 14 19.98005(W) AD(       ) 4
 OC1595  NAD 83(1986)-  43 32 35.84614(N)    070 14 19.98572(W) AD(       ) 4
 OC1595  NAD 27      -  43 32 35.57200(N)    070 14 21.82200(W) AD(       ) 3
 OC1595
 OC1595.Superseded values are not recommended for survey control.
 OC1595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1595.See file dsdata.txt to determine how the superseded data were derived.
 OC1595
 OC1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9991521895(NAD 83)
 OC1595
 OC1595  HISTORY     - Date     Condition        Report By
 OC1595  HISTORY     - UNK      MONUMENTED
 OC1595  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OC1595
 OC1595                          STATION DESCRIPTION
 OC1595
 OC1595'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OC1595'SHOULD BE LISTED AS LOST AS AT THE PRESENT TIME THERE ARE NO
 OC1595'HOUSES S OF DR. CUMMINGS HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0024 ***********************************************************************
 OB0024  DESIGNATION -  RID
 OB0024  PID         -  OB0024
 OB0024  STATE/COUNTY-  ME/LINCOLN
 OB0024  USGS QUAD   -  LOUDS ISLAND (1979)
 OB0024
 OB0024                         *CURRENT SURVEY CONTROL
 OB0024  ___________________________________________________________________
 OB0024* NAD 83(1986)-  43 57 53.     (N)    069 26 30.     (W)     SCALED    
 OB0024* NAVD 88     -         2.495  (meters)       8.19   (feet)  ADJUSTED  
 OB0024  ___________________________________________________________________
 OB0024  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 OB0024  DYNAMIC HT  -           2.495 (meters)       8.19  (feet)  COMP
 OB0024  MODELED GRAV-     980,522.1   (mgal)                       NAVD 88
 OB0024
 OB0024  VERT ORDER  -  SECOND    CLASS 0
 OB0024
 OB0024.The horizontal coordinates were scaled from a topographic map and have
 OB0024.an estimated accuracy of +/- 6 seconds.
 OB0024
 OB0024.The orthometric height was determined by differential leveling
 OB0024.and adjusted by the National Geodetic Survey in June 1991..
 OB0024
 OB0024.The geoid height was determined by GEOID03.
 OB0024
 OB0024.The dynamic height is computed by dividing the NAVD 88
 OB0024.geopotential number by the normal gravity value computed on the
 OB0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0024.degrees latitude (g = 980.6199 gals.).
 OB0024
 OB0024.The modeled gravity was interpolated from observed gravity values.
 OB0024
 OB0024;                    North         East    Units  Estimated Accuracy
 OB0024;SPC ME W     -   125,950.      958,180.      MT  (+/- 180 meters Scaled)
 OB0024
 OB0024                          SUPERSEDED SURVEY CONTROL
 OB0024
 OB0024  NGVD 29 (??/??/92)    2.704  (m)            8.87   (f) ADJ UNCH    2 0
 OB0024
 OB0024.Superseded values are not recommended for survey control.
 OB0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0024.See file dsdata.txt to determine how the superseded data were derived.
 OB0024
 OB0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ645680(NAD 83)
 OB0024_MARKER: DT = TOPOGRAPHIC STATION DISK
 OB0024_SETTING: 66 = SET IN ROCK OUTCROP
 OB0024_SP_SET: GRANITE ROCK
 OB0024_STAMPING: RID 1943
 OB0024_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0024+STABILITY: POSITION/ELEVATION WELL
 OB0024
 OB0024  HISTORY     - Date     Condition        Report By
 OB0024  HISTORY     - 1943     MONUMENTED       CGS
 OB0024  HISTORY     - 1963     GOOD             NGS
 OB0024  HISTORY     - 19910830 GOOD             USPSQD
 OB0024
 OB0024                          STATION DESCRIPTION
 OB0024
 OB0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 OB0024'2.1 MI NE FROM ROUND POND.
 OB0024'ABOUT 1.5 MILES NORTH ALONG STATE HIGHWAY 32 FROM THE METHODIST CHURCH
 OB0024'AT ROUND POND, THENCE 0.6 MILE NORTHEAST ALONG A PRIVATE ROAD TO THE
 OB0024'EARNEST THOMPSON RESIDENCE, ABOUT 0.15 MILE EAST ALONG DIM TRAIL FROM
 OB0024'THE RESIDENCE OF MR. THOMPSON, ALONG THE WEST SHORE OF MUSCONGUS
 OB0024'SOUND, ABOUT 100 YARDS SOUTH OF THE COVE WHICH FORMS MUSCONGUS HARBOR,
 OB0024'ON TOP OF A LARGE MASS OF GRANITE ROCK WHICH EXTENDS OUT THE FARTHEST
 OB0024'INTO THE SOUND IN THIS AREA, ABOUT 65 YARDS SOUTH OF THE LAST CABIN ON
 OB0024'POINT WHICH ALSO BELONGS TO MR. THOMPSON AND NEAR THE HIGH WATER LINE.
 OB0024
 OB0024                          STATION RECOVERY (1991)
 OB0024
 OB0024'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OB0024'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2546 ***********************************************************************
 OC2546  DESIGNATION -  RIDDLEY
 OC2546  PID         -  OC2546
 OC2546  STATE/COUNTY-  ME/YORK
 OC2546  USGS QUAD   -  SANFORD (1983)
 OC2546
 OC2546                         *CURRENT SURVEY CONTROL
 OC2546  ___________________________________________________________________
 OC2546* NAD 83(1996)-  43 28 51.74730(N)    070 50 36.35118(W)     ADJUSTED  
 OC2546* NAVD 88     -       232.6    (meters)     763.     (feet)  VERTCON   
 OC2546  ___________________________________________________________________
 OC2546  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 OC2546  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 OC2546
 OC2546  HORZ ORDER  -  FIRST
 OC2546
 OC2546.The horizontal coordinates were established by classical geodetic methods
 OC2546.and adjusted by the National Geodetic Survey in March 1998..
 OC2546
 OC2546.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2546
 OC2546.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2546
 OC2546.The geoid height was determined by GEOID03.
 OC2546
 OC2546;                    North         East     Units Scale Factor Converg.
 OC2546;SPC ME W     -    72,177.698   845,250.190   MT  1.00000352   -0 27 56.5
 OC2546;UTM  19      - 4,815,886.376   350,921.039   MT  0.99987338   -1 16 07.4
 OC2546
 OC2546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2546!SPC ME W     -   0.99996772  x   1.00000352  =   0.99997124
 OC2546!UTM  19      -   0.99996772  x   0.99987338  =   0.99984110
 OC2546
 OC2546:                Primary Azimuth Mark                     Grid Az
 OC2546:SPC ME W     -  RIDDLEY AZ MK                            142 14 10.3
 OC2546:UTM  19      -  RIDDLEY AZ MK                            143 02 21.2
 OC2546
 OC2546|---------------------------------------------------------------------|
 OC2546| PID    Reference Object                     Distance      Geod. Az  |
 OC2546|                                                           dddmmss.s |
 OC2546| OC2545 RIDDLEY AZ MK                       APPROX. 3.3 KM 1414613.8 |
 OC2546| CE8410 RIDDLEY RM 1                         27.370 METERS 22401     |
 OC2546| CE8411 RIDDLEY RM 2                         23.585 METERS 30946     |
 OC2546|---------------------------------------------------------------------|
 OC2546
 OC2546                          SUPERSEDED SURVEY CONTROL
 OC2546
 OC2546  NAD 83(1992)-  43 28 51.74542(N)    070 50 36.35300(W) AD(       ) 1
 OC2546  NAD 83(1986)-  43 28 51.75247(N)    070 50 36.35978(W) AD(       ) 1
 OC2546  NAD 27      -  43 28 51.45994(N)    070 50 38.14272(W) AD(       ) 1
 OC2546  NGVD 29 (07/19/86)  232.8    (m)          764.     (f) VERT ANG       
 OC2546
 OC2546.Superseded values are not recommended for survey control.
 OC2546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2546.See file dsdata.txt to determine how the superseded data were derived.
 OC2546
 OC2546_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ5092115886(NAD 83)
 OC2546_MARKER: DS = TRIANGULATION STATION DISK
 OC2546_SETTING: 80 = SET IN A BOULDER
 OC2546_MAGNETIC: N = NO MAGNETIC MATERIAL
 OC2546_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC2546+STABILITY: POSITION/ELEVATION WELL
 OC2546
 OC2546  HISTORY     - Date     Condition        Report By
 OC2546  HISTORY     - 1976     MONUMENTED       NGS
 OC2546
 OC2546                          STATION DESCRIPTION
 OC2546
 OC2546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2546'THE STATION IS ABOUT 5 MILES SOUTHEAST OF ACTON, 4 MILES SOUTH
 OC2546'OF SHAPLEIGH, 2.5 MILES NORTHWEST OF SPRINGVALE AND 1 MILE SOUTH
 OC2546'OF THE SOUTH END OF MOUSAM LAKE AT EMERY MILLS.  IT IS ON PROPERTY
 OC2546'OWNED BY ISAIAN AND DORA RIDDLEY, RFD SPRINGVALE.
 OC2546'
 OC2546'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11,
 OC2546'11 A, 109 AND 224 IN SPRINGVALE, GO SOUTHWEST ON STATE HIGHWAY
 OC2546'11 A FOR 1.1 MILE TO A CROSSROAD, TURN RIGHT AND GO NORTHWEST ON
 OC2546'HANSON RIDGE ROAD FOR 0.55 MILE TO THE AZIMUTH MARK ON THE
 OC2546'RIGHT, SET ATOP A BOULDER IN A LINE OF TREES ALONG HIGHWAY RIGHT
 OC2546'OF WAY. CONTINUE NORTHWEST ON HANSON RIDGE ROAD FOR 0.9 MILE
 OC2546'TO A SIDE ROAD RIGHT AND A CEMETARY ON THE RIGHT, CONTINUE NORTHWEST
 OC2546'NOW ON DEERING RIDGE ROAD, FOR 0.9 MILE TO A POWER TRANSMISSION
 OC2546'LINE CROSSING OVER THE ROAD, CONTINUE FOR 0.2 MILE TO A FARM
 OC2546'YARD ON THE LEFT AND A DRIVEWAY ON THE RIGHT.  TURN RIGHT AND GO
 OC2546'NORTHEAST FOR 0.15 MILE TO A TRACK ROAD LEFT, JUST BEFORE
 OC2546'REACHING A FARM BUILDING, TURN LEFT AND GO NORTHERLY ON THE TRACK
 OC2546'ROAD FOR 0.2 MILE TO AN OPENING IN A STONE WALL, PASS THROUGH
 OC2546'THE WALL AND BEAR RIGHT AND EASTERLY 0.05 MILE TO A FOUNDATION
 OC2546'FOR A LOOK-OUT TOWER AND THE STATION.
 OC2546'
 OC2546'STATION MARK IS A STANDARD DISK STAMPED--RIDDLEY 1975--,
 OC2546'CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS ABOUT 5-INCHES
 OC2546'BELOW THE GROUND.  IT IS EQUIDSANT FROM THE FOUR FOUNDATION
 OC2546'BLOCKS OF CONCRETE AND AN UNDERGROUND MARK WAS NOT SET.
 OC2546'
 OC2546'REFERENCE MARK 1 IS A STANDARD DISK STAMPED--RIDDLEY NO 1 1975--,
 OC2546'CEMENTED IN A DRILL HOLE IN AN OUTCROP OF BEDROCK AND IS ABOUT
 OC2546'0.4 FEET LOWER THAN THE STATION.  IT IS 0.7 FEET NORTH OF A METAL
 OC2546'WITNESS POST AND 4.8 FEET NORTH OF A 12-INCH IN DIAMETER
 OC2546'EVERGREEN TREE.
 OC2546'
 OC2546'REFERENCE MARK 2 IS A STANDARD DISK STAMPED--RIDDLEY NO 2 1975--,
 OC2546'CEMENTED IN A DRILL HOLE IN AN OUTCROP OF BEDROCK AND IS ABOUT
 OC2546'0.5 FEET HIGHER THAN THE STATION.  IT IS 0.7 FEET SOUTH OF A
 OC2546'METAL WITNESS POST AND 2.0 FEET NORTH OF THE SOUTHWEST EDGE
 OC2546'OF THE OUTCROP.
 OC2546'
 OC2546'AZIMUTH MARK IS A STANDARD DISK STAMPED--RIDDLEY AZ 1976--,
 OC2546'CEMENTED IN A DRILL HOLE IN A 2 BY 4 FOOT BOULDER.  IT IS 6.3
 OC2546'FEET EAST OF A METAL WITNESS POST, 22.0 FEET NORTHEAST OF
 OC2546'THE APPROXIMATE CENTER OF HANSON RIDGE ROAD AND 5.0 FEET
 OC2546'SOUTHWEST OF A FENCE.
 OC2546'
 OC2546'THE DISTANCE BETWEEN REFERENCE MARKS WAS NOT MEASURED DUE TO
 OC2546'DIFFERENCE IN ELEVATION AND OBSTRUCTION BY TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF1071 ***********************************************************************
 SF1071  DESIGNATION -  RIDEOUT
 SF1071  PID         -  SF1071
 SF1071  STATE/COUNTY-  ME/AROOSTOOK
 SF1071  USGS QUAD   -  ROCKY BROOK (1987)
 SF1071
 SF1071                         *CURRENT SURVEY CONTROL
 SF1071  ___________________________________________________________________
 SF1071* NAD 83(1996)-  47 18 01.99365(N)    069 18 46.04852(W)     ADJUSTED  
 SF1071* NAVD 88     -       367.9    (meters)    1207.     (feet)  VERTCON   
 SF1071  ___________________________________________________________________
 SF1071  LAPLACE CORR-           4.16  (seconds)                    DEFLEC99
 SF1071  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 SF1071
 SF1071  HORZ ORDER  -  THIRD
 SF1071
 SF1071.The horizontal coordinates were established by classical geodetic methods
 SF1071.and adjusted by the National Geodetic Survey in March 1998..
 SF1071
 SF1071.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF1071.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF1071
 SF1071.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF1071
 SF1071.The geoid height was determined by GEOID03.
 SF1071
 SF1071;                    North         East     Units Scale Factor Converg.
 SF1071;SPC ME E     -   404,154.686   238,536.169   MT  0.99994641   -0 35 50.5
 SF1071;UTM  19      - 5,238,611.880   476,353.555   MT  0.99960687   -0 13 47.6
 SF1071
 SF1071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF1071!SPC ME E     -   0.99994638  x   0.99994641  =   0.99989280
 SF1071!UTM  19      -   0.99994638  x   0.99960687  =   0.99955328
 SF1071
 SF1071|---------------------------------------------------------------------|
 SF1071| PID    Reference Object                     Distance      Geod. Az  |
 SF1071|                                                           dddmmss.s |
 SF1071| DA6121 RIDEOUT RM 1                         29.145 METERS 01432     |
 SF1071| DA6120 RIDEOUT AZ MK                                      0285601.5 |
 SF1071| SF1053 ROCKY MTN LOT                       APPROX.12.3 KM 1685533.2 |
 SF1071| DA6122 RIDEOUT RM 2                         19.875 METERS 27503     |
 SF1071|---------------------------------------------------------------------|
 SF1071
 SF1071                          SUPERSEDED SURVEY CONTROL
 SF1071
 SF1071  NAD 83(1992)-  47 18 01.97549(N)    069 18 46.04459(W) AD(       ) 3
 SF1071  NAD 83(1986)-  47 18 01.98272(N)    069 18 46.04030(W) AD(       ) 3
 SF1071  NAD 27      -  47 18 01.89686(N)    069 18 47.89817(W) AD(       ) 3
 SF1071  NGVD 29 (07/19/86)  368.0    (m)         1207.     (f) VERT ANG       
 SF1071
 SF1071.Superseded values are not recommended for survey control.
 SF1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF1071.See file dsdata.txt to determine how the superseded data were derived.
 SF1071
 SF1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN7635438612(NAD 83)
 SF1071_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SF1071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF1071
 SF1071  HISTORY     - Date     Condition        Report By
 SF1071  HISTORY     - 1960     MONUMENTED       CGS
 SF1071  HISTORY     - 1966     SEE DESCRIPTION  AEROS
 SF1071
 SF1071                          STATION DESCRIPTION
 SF1071
 SF1071'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HRL)
 SF1071'STATION IS LOCATED ON ROAD RIGHT-OF-WAY OF ROAD WHICH LEADS
 SF1071'FROM ESTCOURT, QUEBEC, CANADA TO CAMPBELL DEPOT, ABOUT 1-1/4
 SF1071'MILES WEST OF RIDEOUT POND, 2 MILES EAST OF THE JUNCTION OF
 SF1071'BOAT LANDING AND CAMPBELL DEPOT ROADS, 15 MILES SOUTHWEST OF
 SF1071'ESTCOURT, QUEBEC AND IS IN TOWNSHIP 19, RANGE 12.
 SF1071'
 SF1071'STATION IS REACHED FROM THE CANADIAN CUSTOMS OFFICE IN
 SF1071'ESTCOURT, QUEBEC, CANADA.  GO SOUTH ON A GRAVELED ROAD FOR 0.05
 SF1071'MILE, U.S. CUSTOMS OFFICE ON THE LEFT.  CONTINUE SOUTH ON THE
 SF1071'GRAVELED ROAD FOR 4.35 MILES TO A LOCKED GATE AND A HOUSE ON
 SF1071'THE RIGHT.  (OCCUPANT OF THE HOUSE ON THE RIGHT HAS THE KEY TO
 SF1071'THE LOCK ON THE GATE) PASS THROUGH THE GATE AND CONTINUE ON THE
 SF1071'GRAVELED ROAD FOR 7.5 MILES TO AN OLD LOGGING CAMP AND FORK.
 SF1071'KEEP RIGHT AND CONTINUE ON GRAVELED ROAD FOR 1.8 MILES TO THE
 SF1071'AZIMUTH MARK ON THE RIGHT HAND SIDE OF THE ROAD.  CONTINUE
 SF1071'STRAIGHT AHEAD, ON THE GRAVELED ROAD FOR 0.15 MILE TO THE STATION
 SF1071'ON THE LEFT HAND SIDE OF THE ROAD.
 SF1071'
 SF1071'STATION MARK IS A STANDARD DISK, STAMPED RIDEOUT 1960, SET IN
 SF1071'THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 4
 SF1071'INCHES.  IT IS 29 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD,
 SF1071'4.4 FEET SOUTH OF A STANDARD METAL WITNESS POST AND 18.4 FEET
 SF1071'NORTHWEST OF A 3-INCH TRIANGULAR BLAZED PINE TREE.
 SF1071'
 SF1071'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED RIDEOUT
 SF1071'NO 1 1960, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT
 SF1071'PROJECTS ABOUT 1 INCH.  IT IS 19 FEET NORTH OF THE CENTER OF
 SF1071'THE GRAVELED ROAD AND 65 FEET NORTH OF THE METAL WITNESS POST.
 SF1071'
 SF1071'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED RIDEOUT NO
 SF1071'2 1960, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT
 SF1071'PROJECTS ABOUT 1 INCH.  IT IS 20 FEET NORTH OF THE CENTER OF
 SF1071'THE GRAVELED ROAD AND 61 FEET NORTHWEST OF THE METAL WITNESS POST.
 SF1071'
 SF1071'AZIMUTH MARK IS A STANDARD DISK, STAMPED RIDEOUT 1960, SET IN
 SF1071'THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS ABOUT 1
 SF1071'INCH.  IT IS 19 FEET NORTHWEST OF THE CENTER OF THE GRAVELED ROAD,
 SF1071'2.3 FEET SOUTH OF A METAL WITNESS POST AND 12.7 FEET
 SF1071'NORTH-NORTHEAST OF A TELEPHONE LINE POLE.
 SF1071'
 SF1071'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 SF1071
 SF1071                          STATION RECOVERY (1966)
 SF1071
 SF1071'RECOVERY NOTE BY AERO SERVICE CORPORATION 1966
 SF1071'STATION RIDEOUT RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0846 ***********************************************************************
 QF0846  DESIGNATION -  RIDEOUT
 QF0846  PID         -  QF0846
 QF0846  STATE/COUNTY-  ME/WASHINGTON
 QF0846  USGS QUAD   -  CALAIS (1977)
 QF0846
 QF0846                         *CURRENT SURVEY CONTROL
 QF0846  ___________________________________________________________________
 QF0846* NAD 83(1996)-  45 08 28.47736(N)    067 18 07.82193(W)     ADJUSTED  
 QF0846* NAVD 88     -        22.     (meters)      72.     (feet)  SCALED    
 QF0846  ___________________________________________________________________
 QF0846  LAPLACE CORR-           5.33  (seconds)                    DEFLEC99
 QF0846  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 QF0846
 QF0846  HORZ ORDER  -  THIRD
 QF0846
 QF0846.The horizontal coordinates were established by classical geodetic methods
 QF0846.and adjusted by the National Geodetic Survey in March 1998..
 QF0846
 QF0846.The orthometric height was scaled from a topographic map.
 QF0846
 QF0846.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0846
 QF0846.The geoid height was determined by GEOID03.
 QF0846
 QF0846;                    North         East     Units Scale Factor Converg.
 QF0846;SPC ME E     -   164,536.870   394,203.114   MT  1.00000908   +0 50 56.9
 QF0846;UTM  19      - 5,000,043.122   633,485.514   MT  0.99981909   +1 12 13.2
 QF0846
 QF0846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0846!SPC ME E     -   1.00000023  x   1.00000908  =   1.00000931
 QF0846!UTM  19      -   1.00000023  x   0.99981909  =   0.99981932
 QF0846
 QF0846|---------------------------------------------------------------------|
 QF0846| PID    Reference Object                     Distance      Geod. Az  |
 QF0846|                                                           dddmmss.s |
 QF0846| QF0843 MC KAYS BARN CUPOLA IBC             199.016 METERS 14008     |
 QF0846| CE9499 RIDEOUT RM 1                         31.275 METERS 23717     |
 QF0846| QF0914 RUSSELL                             APPROX. 0.7 KM 2851252.3 |
 QF0846| QF0848 SQUIRREL PT IBC                     APPROX. 0.5 KM 3281800.7 |
 QF0846| QF0913 RED FLAG IBC                        111.466 METERS 33040     |
 QF0846|---------------------------------------------------------------------|
 QF0846
 QF0846                          SUPERSEDED SURVEY CONTROL
 QF0846
 QF0846  NAD 83(1992)-  45 08 28.47221(N)    067 18 07.82012(W) AD(       ) 3
 QF0846  NAD 83(1986)-  45 08 28.47466(N)    067 18 07.82490(W) AD(       ) 3
 QF0846  NAD 27      -  45 08 28.20200(N)    067 18 09.85800(W) AD(       ) 3
 QF0846
 QF0846.Superseded values are not recommended for survey control.
 QF0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0846.See file dsdata.txt to determine how the superseded data were derived.
 QF0846
 QF0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL3348600043(NAD 83)
 QF0846_MARKER: DH = HORIZONTAL CONTROL DISK
 QF0846_SETTING: 0 = UNSPECIFIED SETTING
 QF0846
 QF0846  HISTORY     - Date     Condition        Report By
 QF0846  HISTORY     - 1909     MONUMENTED       IBC
 QF0846
 QF0846                          STATION DESCRIPTION
 QF0846
 QF0846'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JEM)
 QF0846'ON THE S SIDE OF THE ST CROIX RIVER, ABOUT 3/4 MILE NE OF BARING, ON
 QF0846'THE HIGH ROLLING MEADOWLANDS LYING BETWEEN THE BARING - CALAIS
 QF0846'HIGHWAY AND THE MAINE CENTRAL RAILROAD.  THE STATION IS AMONG
 QF0846'SCATTERING BRUSH 20 FEET N OF THE MEADOW ON LAND THAT IS PART OF
 QF0846'THE MOOSEHORN GAME PRESERVE AND 50 FEET N OF THE HIGHEST PART OF
 QF0846'THE HILL IN THE MEADOW.  IT IS ALMOST DUE S OF THE E END OF MCKEESICK
 QF0846'ISLAND, ABOUT 120 METERS FROM THE RIVER THE RIVER, ABOVE 90 METERS
 QF0846'S OF THE RAILROAD, ABOUT 150 METERS N OF HIGHWAY NO 1, AND 70 FEET
 QF0846'E OF THE LINE OF BUSHES AND TREES ALONG THE WEDGE OF THE PRESERVE.  IT
 QF0846'IS ABOUT ON THE LINE OF THE E EDGE OF THE HOUSE ACROSS THE HIGHWAY
 QF0846'EXTENDED NORTHWARD.
 QF0846'
 QF0846'STATION MARK IS A BRONZE DISK SET IN THE TOP OF A GRANITE POST 6
 QF0846'INCHES SQUARE AND 2 FEET LONG AND SET WITH ITS TOP FLUSH WITH THE
 QF0846'GROUND.  THE SUBSURFACE MARK IS A NAIL SET IN CONCRETE IN THE TOP
 QF0846'OF A 3 - INCH DRAIN TILE PLACED 2-1/4 FEET BELOW THE SURFACE OF THE
 QF0846'GROUND.  A NAIL, SET IN THE TOP OF A 3-INCH DRAIN TILE 14 INCHES
 QF0846'LONG, FILLED WITH CONCRETE AND SET FLUSH WITH THE GROUND IN THE
 QF0846'HEDGEROW ON THE W PROPERTY LINE, IS 92.2 METERS ALONG THE HEDGEROW S
 QF0846'OF THE RAILROAD RIGHT - OF - WAY FENCE, AND IS S 57 DEGREES 17 MINUTES
 QF0846'W, 31.28 METERS DISTANT FROM THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1819 ***********************************************************************
 OC1819  DESIGNATION -  RIDGE
 OC1819  PID         -  OC1819
 OC1819  STATE/COUNTY-  ME/CUMBERLAND
 OC1819  USGS QUAD   -  PORTLAND WEST (1978)
 OC1819
 OC1819                         *CURRENT SURVEY CONTROL
 OC1819  ___________________________________________________________________
 OC1819* NAD 83(1996)-  43 40 17.91315(N)    070 15 17.12006(W)     ADJUSTED  
 OC1819* NAVD 88     -                                                        
 OC1819  ___________________________________________________________________
 OC1819  LAPLACE CORR-           3.62  (seconds)                    DEFLEC99
 OC1819  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 OC1819
 OC1819  HORZ ORDER  -  THIRD
 OC1819
 OC1819.The horizontal coordinates were established by classical geodetic methods
 OC1819.and adjusted by the National Geodetic Survey in March 1998..
 OC1819
 OC1819
 OC1819.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1819
 OC1819.The geoid height was determined by GEOID03.
 OC1819
 OC1819;                    North         East     Units Scale Factor Converg.
 OC1819;SPC ME W     -    93,134.857   892,896.112   MT  0.99996729   -0 03 39.0
 OC1819;UTM  19      - 4,836,168.841   398,847.556   MT  0.99972585   -0 51 59.4
 OC1819
 OC1819                          SUPERSEDED SURVEY CONTROL
 OC1819
 OC1819  NAD 83(1992)-  43 40 17.91160(N)    070 15 17.12083(W) AD(       ) 4
 OC1819  NAD 83(1986)-  43 40 17.91771(N)    070 15 17.12630(W) AD(       ) 4
 OC1819  NAD 27      -  43 40 17.62700(N)    070 15 18.95700(W) AD(       ) 3
 OC1819
 OC1819.Superseded values are not recommended for survey control.
 OC1819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1819.See file dsdata.txt to determine how the superseded data were derived.
 OC1819
 OC1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9884836169(NAD 83)
 OC1819
 OC1819  HISTORY     - Date     Condition        Report By
 OC1819  HISTORY     - UNK      MONUMENTED
 OC1819  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1819
 OC1819                          STATION DESCRIPTION
 OC1819
 OC1819'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1819'STATION LOST.  THE STONE POST PREVIOUSLY REPORTED RECOVERED
 OC1819'(IN 1933) IS A PORTLAND CITY STREET MONUMENT.  BY MEASURING
 OC1819'ANGLES PREVIOUSLY MEASURED AT THIS POINT, IT BECAME EVIDENT
 OC1819'THAT RIDGE WAS DESTROYED BY EXCAVATIONS NECESSITATED BY THE
 OC1819'PUTTING THROUGH OF NORTH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1056 ***********************************************************************
 PF1056  DESIGNATION -  RIDGE
 PF1056  PID         -  PF1056
 PF1056  STATE/COUNTY-  ME/ANDROSCOGGIN
 PF1056  USGS QUAD   -  MONMOUTH (1979)
 PF1056
 PF1056                         *CURRENT SURVEY CONTROL
 PF1056  ___________________________________________________________________
 PF1056* NAD 83(1996)-  44 10 56.53562(N)    070 01 17.20713(W)     ADJUSTED  
 PF1056* NAVD 88     -       130.8    (meters)     429.     (feet)  VERTCON   
 PF1056  ___________________________________________________________________
 PF1056  LAPLACE CORR-           2.22  (seconds)                    DEFLEC99
 PF1056  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 PF1056
 PF1056  HORZ ORDER  -  SECOND
 PF1056
 PF1056.The horizontal coordinates were established by classical geodetic methods
 PF1056.and adjusted by the National Geodetic Survey in March 1998..
 PF1056
 PF1056.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF1056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF1056
 PF1056.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1056
 PF1056.The geoid height was determined by GEOID03.
 PF1056
 PF1056;                    North         East     Units Scale Factor Converg.
 PF1056;SPC ME W     -   149,886.907   911,611.439   MT  0.99996832   +0 06 04.4
 PF1056;UTM  19      - 4,892,635.936   418,357.574   MT  0.99968198   -0 42 43.0
 PF1056
 PF1056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1056!SPC ME W     -   0.99998358  x   0.99996832  =   0.99995190
 PF1056!UTM  19      -   0.99998358  x   0.99968198  =   0.99966556
 PF1056
 PF1056:                Primary Azimuth Mark                     Grid Az
 PF1056:SPC ME W     -  RIDGE AZ MK                              125 51 01.6
 PF1056:UTM  19      -  RIDGE AZ MK                              126 39 49.0
 PF1056
 PF1056|---------------------------------------------------------------------|
 PF1056| PID    Reference Object                     Distance      Geod. Az  |
 PF1056|                                                           dddmmss.s |
 PF1056| PF1055 RIDGE AZ MK                         APPROX. 1.6 KM 1255706.0 |
 PF1056| PF1054 LITCHFIELD TV STA WCBB MAST         APPROX. 3.3 KM 1631051.6 |
 PF1056| CE8664 RIDGE RM 3                            5.715 METERS 18351     |
 PF1056| CE8665 RIDGE RM 4                            4.220 METERS 26845     |
 PF1056|---------------------------------------------------------------------|
 PF1056
 PF1056                          SUPERSEDED SURVEY CONTROL
 PF1056
 PF1056  NAD 83(1992)-  44 10 56.53460(N)    070 01 17.20596(W) AD(       ) 2
 PF1056  NAD 83(1986)-  44 10 56.54005(N)    070 01 17.21083(W) AD(       ) 2
 PF1056  NAD 27      -  44 10 56.27766(N)    070 01 19.02978(W) AD(       ) 2
 PF1056  NGVD 29 (07/19/86)  131.0    (m)          430.     (f) VERT ANG       
 PF1056
 PF1056.Superseded values are not recommended for survey control.
 PF1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1056.See file dsdata.txt to determine how the superseded data were derived.
 PF1056
 PF1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ1835892636(NAD 83)
 PF1056
 PF1056  HISTORY     - Date     Condition        Report By
 PF1056  HISTORY     - 1934     MONUMENTED       MEGS
 PF1056  HISTORY     - 1977     SEE DESCRIPTION  NGS
 PF1056
 PF1056                          STATION DESCRIPTION
 PF1056
 PF1056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLO)
 PF1056'THE STATION WAS FOUND IN GOOD CONDITION. ONLY THE DRILL
 PF1056'HOLES REMAINED AT REFERENCE MARKS 1 AND 2.  REFERENCE
 PF1056'MARKS 3 AND 4 WERE ESTABLISHED IN THE DRILL HOLES AND
 PF1056'AN AZIMUTH MARK WAS ALSO ESTABLISHED.  A NEW DESCRIPTION
 PF1056'FOLLOWS.
 PF1056'
 PF1056'THE STATION IS LOCATED ON PROPERTY OF WILLIAM HUTCHINGS,
 PF1056'RIDGE ROAD, MONMOUTH, MAINE, 04259. IT IS NEAR THE NORTH
 PF1056'EDGE OF THE TOWN OF WALES, 4 MILES NORTHEAST OF SABATTUS
 PF1056'MOUNTAIN, 3.25 MILES SOUTHEAST OF LEEDS JUNCTION AND 4
 PF1056'MILES SOUTH OF MONMOUTH.
 PF1056'
 PF1056'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 9,
 PF1056'126 AND 197 ABOUT 8 MILES EAST OF LEWISTON, GO NORTHEAST ON
 PF1056'STATE ROUTES 9 AND 126 FOR 3 MILES TO CROSSROADS. CONTINUE
 PF1056'STRAIGHT FOR 0.3 MILE TO A SIDE ROAD LEFT. TURN LEFT, GO
 PF1056'100 FEET TO A FORK. TURN RIGHT, GO NORTH ON RIDGE ROAD FOR
 PF1056'1.5 MILES TO A GREEN PAINTED HOUSE ON THE RIGHT AND A SMALL
 PF1056'RED BARN WITH A GAMBREL ROOF ON THE LEFT. THE STATION IS ON
 PF1056'THE HIGHEST POINT OF THE KNOLL ABOUT 500 FEET TO THE RIGHT
 PF1056'AND BEHIND THE GREEN HOUSE.
 PF1056'
 PF1056'TO REACH THE AZIMUTH FROM THE STATION RETURN TO STATE ROUTES
 PF1056'9 AND 126. TURN LEFT, GO EAST ON STATE ROUTES 9 AND 126 FOR
 PF1056'1.1 MILES TO A LARGE YELLOW HOUSE AND BARN ON THE LEFT.
 PF1056'CONTINUE FOR 0.2 MILE TO POLE NUMBER 217/32. CONTINUE
 PF1056'EAST ON STATE ROUTES 9 AND 126 FOR 60 FEET. AZIMUTH IS
 PF1056'96 FEET LEFT OF THE CENTERLINE OF THE ROAD.
 PF1056'
 PF1056'THE STATION MARK, STAMPED---1-6---, IS A STANDARD UNITED
 PF1056'STATES COAST AND GEODETIC SURVEY AND STATE SURVEY DISK.
 PF1056'THE MARK IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 PF1056'WHICH IS FLUSH WITH THE GROUND SURFACE. IT IS 53 FEET NORTH
 PF1056'OF A BARBED WIRE FENCE, 500 FEET EAST OF THE ROAD AND ON TOP
 PF1056'OF THE KNOLL.
 PF1056'
 PF1056'REFERENCE MARK 3, STAMPED---RIDGE 1934 NO 3 1977---, IS A
 PF1056'STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 PF1056'BEDROCK WHICH IS FLUSH WITH THE GROUND SURFACE. IT IS 35
 PF1056'FEET NORTH OF A BARBED WIRE FENCE AND 1.5 FEET LOWER THAN
 PF1056'THE STATION.
 PF1056'
 PF1056'REFERENCE MARK 4, STAMPED---RIDGE 1934 NO 4 1977---, IS A
 PF1056'STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 PF1056'BEDROCK WHICH IS FLUSH WITH THE GROUND SURFACE. IT IS 48.5
 PF1056'FEET NORTH OF A BARBED WIRE FENCE AND 2 FEET LOWER THAN THE
 PF1056'STATION.
 PF1056'
 PF1056'THE AZIMUTH MARK, STAMPED---RIDGE 1934 1977---, IS A
 PF1056'STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 PF1056'BEDROCK WHICH PROJECTS 1 FOOT ABOVE THE GROUND SURFACE.
 PF1056'IT IS 96 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD AND
 PF1056'140 FEET NORTH-NORTHWEST OF POLE 217/32.
 PF1056'
 PF1056'THE HEIGHT OF THE LIGHT ABOVE THE STATION WAS 1.5 METERS.
 PF1056'
 PF1056'DESCRIBED BY JERRY E. ELLINGWOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1055 ***********************************************************************
 PF1055  DESIGNATION -  RIDGE AZ MK
 PF1055  PID         -  PF1055
 PF1055  STATE/COUNTY-  ME/ANDROSCOGGIN
 PF1055  USGS QUAD   -  MONMOUTH (1979)
 PF1055
 PF1055                         *CURRENT SURVEY CONTROL
 PF1055  ___________________________________________________________________
 PF1055* NAD 83(1996)-  44 10 26.12081(N)    070 00 18.94639(W)     ADJUSTED  
 PF1055* NAVD 88     -        66.3    (meters)     218.     (feet)  VERTCON   
 PF1055  ___________________________________________________________________
 PF1055  LAPLACE CORR-           2.46  (seconds)                    DEFLEC99
 PF1055  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 PF1055
 PF1055  HORZ ORDER  -  SECOND
 PF1055
 PF1055.The horizontal coordinates were established by classical geodetic methods
 PF1055.and adjusted by the National Geodetic Survey in March 1998..
 PF1055
 PF1055.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF1055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF1055
 PF1055.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1055
 PF1055.The geoid height was determined by GEOID03.
 PF1055
 PF1055;                    North         East     Units Scale Factor Converg.
 PF1055;SPC ME W     -   148,950.583   912,907.277   MT  0.99996871   +0 06 44.9
 PF1055;UTM  19      - 4,891,681.593   419,639.625   MT  0.99967942   -0 42 02.0
 PF1055
 PF1055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1055!SPC ME W     -   0.99999369  x   0.99996871  =   0.99996240
 PF1055!UTM  19      -   0.99999369  x   0.99967942  =   0.99967311
 PF1055
 PF1055:                Primary Azimuth Mark                     Grid Az
 PF1055:SPC ME W     -  RIDGE                                    305 51 01.7
 PF1055:UTM  19      -  RIDGE                                    306 39 48.6
 PF1055
 PF1055|---------------------------------------------------------------------|
 PF1055| PID    Reference Object                     Distance      Geod. Az  |
 PF1055|                                                           dddmmss.s |
 PF1055| PF1056 RIDGE                               APPROX. 1.6 KM 3055746.6 |
 PF1055|---------------------------------------------------------------------|
 PF1055
 PF1055                          SUPERSEDED SURVEY CONTROL
 PF1055
 PF1055  NAD 83(1992)-  44 10 26.11976(N)    070 00 18.94524(W) AD(       ) 2
 PF1055  NAD 83(1986)-  44 10 26.12522(N)    070 00 18.95016(W) AD(       ) 2
 PF1055  NAD 27      -  44 10 25.86227(N)    070 00 20.77140(W) AD(       ) 2
 PF1055  NGVD 29 (07/19/86)   66.5    (m)          218.     (f) VERT ANG       
 PF1055
 PF1055.Superseded values are not recommended for survey control.
 PF1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1055.See file dsdata.txt to determine how the superseded data were derived.
 PF1055
 PF1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ1964091682(NAD 83)
 PF1055_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PF1055_SETTING: 66 = SET IN ROCK OUTCROP
 PF1055
 PF1055  HISTORY     - Date     Condition        Report By
 PF1055  HISTORY     - 1977     MONUMENTED       NGS
 PF1055
 PF1055                          STATION DESCRIPTION
 PF1055
 PF1055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (ALB)
 PF1055'THIS STATION WAS ESTABLISHED BY AN EDM MEASUREMENT FROM
 PF1055'TRAVERSE STATION RIDGE. SEE DESCRIPTION THEREOF.
 PF1055'
 PF1055'DESCRIBED BY JERRY E. ELLINGWOOD.
 PF1055'
 PF1055'THE HEIGHT OF LIGHT ABOVE THE STATION WAS 1.0 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0442 ***********************************************************************
 OB0442  DESIGNATION -  RIGGS
 OB0442  PID         -  OB0442
 OB0442  STATE/COUNTY-  ME/SAGADAHOC
 OB0442  USGS QUAD   -  BOOTHBAY HARBOR (1997)
 OB0442
 OB0442                         *CURRENT SURVEY CONTROL
 OB0442  ___________________________________________________________________
 OB0442* NAD 83(1996)-  43 51 39.14863(N)    069 44 24.16809(W)     ADJUSTED  
 OB0442* NAVD 88     -        66.     (meters)     217.     (feet)  SCALED    
 OB0442  ___________________________________________________________________
 OB0442  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 OB0442  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 OB0442
 OB0442  HORZ ORDER  -  SECOND
 OB0442
 OB0442.The horizontal coordinates were established by classical geodetic methods
 OB0442.and adjusted by the National Geodetic Survey in March 1998..
 OB0442
 OB0442.The orthometric height was scaled from a topographic map.
 OB0442
 OB0442.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0442
 OB0442.The geoid height was determined by GEOID03.
 OB0442
 OB0442;                    North         East     Units Scale Factor Converg.
 OB0442;SPC ME W     -   114,243.996   934,296.290   MT  0.99998113   +0 17 44.2
 OB0442;UTM  19      - 4,856,686.815   440,528.878   MT  0.99964350   -0 30 46.1
 OB0442
 OB0442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0442!SPC ME W     -   0.99999371  x   0.99998113  =   0.99997484
 OB0442!UTM  19      -   0.99999371  x   0.99964350  =   0.99963721
 OB0442
 OB0442|---------------------------------------------------------------------|
 OB0442| PID    Reference Object                     Distance      Geod. Az  |
 OB0442|                                                           dddmmss.s |
 OB0442| CE8412 RIGGS RM 1                           14.030 METERS 01927     |
 OB0442| OB0461 BARTOE RESET                        APPROX. 6.2 KM 0570252.7 |
 OB0442| OB0434 SOUTHPORT IS N END RANGE BCN        APPROX. 5.9 KM 1001118.7 |
 OB0442| OB0436 SOUTHPORT IS N END STANDPIPE        APPROX. 7.4 KM 1145402.2 |
 OB0442| OB0446 HENDRICKS HEAD LIGHT OLD TOWER      APPROX. 5.9 KM 1362536.7 |
 OB0442| OB0435 CAPE NEWAGEN WATER TANK             APPROX.10.3 KM 1411054.1 |
 OB0442| OB0548 PHIPPSBURG SPIRE                    APPROX. 7.3 KM 2303514.5 |
 OB0442| CE8413 RIGGS RM 2                           16.691 METERS 28316     |
 OB0442| OB0497 BATH WINTER STREET CH SPIRE         APPROX. 8.6 KM 3144524.7 |
 OB0442|---------------------------------------------------------------------|
 OB0442
 OB0442                          SUPERSEDED SURVEY CONTROL
 OB0442
 OB0442  NAD 83(1992)-  43 51 39.14732(N)    069 44 24.16566(W) AD(       ) 2
 OB0442  NAD 83(1986)-  43 51 39.15278(N)    069 44 24.17117(W) AD(       ) 2
 OB0442  NAD 27      -  43 51 38.85900(N)    069 44 26.00100(W) AD(       ) 2
 OB0442
 OB0442.Superseded values are not recommended for survey control.
 OB0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0442.See file dsdata.txt to determine how the superseded data were derived.
 OB0442
 OB0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ4052956687(NAD 83)
 OB0442
 OB0442  HISTORY     - Date     Condition        Report By
 OB0442  HISTORY     - 1934     MONUMENTED       CGS
 OB0442  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0442
 OB0442                          STATION DESCRIPTION
 OB0442
 OB0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0442'STATION IS IN GEORGETOWN TOWNSHIP, ON THE HIGHEST POINT OF THE
 OB0442'BARE LEDGE ABOUT 3/4 MILE N OF THE VILLAGE OF RIGGSVILLE, ABOUT
 OB0442'1/2 MILE NW OF A PROMINENT POINT OF LAND KNOWN AS THE KNUBBLE AND
 OB0442'ABOUT 1/4 MILE W OF THE W SHORE OF KNUBBLE BAY.  THE STATION MARK
 OB0442'IS ON A FLAT PORTION OF THE LEDGE ON THE S SIDE OF THE CLEAR
 OB0442'SPACE ON TOP OF THE HILL.
 OB0442'
 OB0442'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 OB0442'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 OB0442'
 OB0442'REFERENCE MARK NO. 1 IS ON THE NNE SLOPE OF THE LEDGE AND
 OB0442'REFERENCE MARK NO. 2 IS ON THE W SLOPE.
 OB0442'
 OB0442'TO REACH FROM BATH, GO E ACROSS THE KENNEBEC RIVER BRIDGE AND
 OB0442'TURN S ON THE GEORGETOWN ROAD JUST E OF THE BRIDGE.  ZERO
 OB0442'SPEEDOMETER HERE AND CONTINUE AS FOLLOWS--6.2 MAKE SHARP LEFT
 OB0442'TURN UP A HILL.  7.25 TURN LEFT INTO WOODS AT WHITE CHURCH ON
 OB0442'LEFT.  CONTINUE ON THIS ROUGH ROAD 0.7 MILE AND THEN WALK E ABOUT
 OB0442'1/4 MILE THRU THE WOODS TO THE TOP OF THE HILL.
 OB0442'
 OB0442'THE PROPERTY IS OWNED BY DAVID Y. ALKAZIN OF BATH.
 OB0442'
 OB0442'HEIGHT OF LIGHT ABOVE STATION MARK 9 METERS.
 OB0442
 OB0442                          STATION RECOVERY (1942)
 OB0442
 OB0442'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (HOF)
 OB0442'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED WITH THE
 OB0442'FOLLOWING DISCREPANCY--
 OB0442'
 OB0442'RIGGSVILLE HAS BEEN CHANGED TO ROBINHOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0212 ***********************************************************************
 SF0212  DESIGNATION -  RING
 SF0212  PID         -  SF0212
 SF0212  STATE/COUNTY-  ME/AROOSTOOK
 SF0212  USGS QUAD   -  GRAND ISLE (1986)
 SF0212
 SF0212                         *CURRENT SURVEY CONTROL
 SF0212  ___________________________________________________________________
 SF0212* NAD 83(1996)-  47 20 26.42586(N)    068 11 35.28480(W)     ADJUSTED  
 SF0212* NAVD 88     -       169.6    (meters)     556.     (feet)  VERTCON   
 SF0212  ___________________________________________________________________
 SF0212  LAPLACE CORR-           5.13  (seconds)                    DEFLEC99
 SF0212  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 SF0212
 SF0212  HORZ ORDER  -  SECOND
 SF0212
 SF0212.The horizontal coordinates were established by classical geodetic methods
 SF0212.and adjusted by the National Geodetic Survey in March 1998..
 SF0212
 SF0212.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0212
 SF0212.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0212
 SF0212.The geoid height was determined by GEOID03.
 SF0212
 SF0212;                    North         East     Units Scale Factor Converg.
 SF0212;SPC ME E     -   408,339.930   323,187.858   MT  0.99990661   +0 13 32.4
 SF0212;UTM  19      - 5,243,338.712   560,951.242   MT  0.99964566   +0 35 36.2
 SF0212
 SF0212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0212!SPC ME E     -   0.99997713  x   0.99990661  =   0.99988374
 SF0212!UTM  19      -   0.99997713  x   0.99964566  =   0.99962280
 SF0212
 SF0212|---------------------------------------------------------------------|
 SF0212| PID    Reference Object                     Distance      Geod. Az  |
 SF0212|                                                           dddmmss.s |
 SF0212| DA6123 RING RM 1                             7.623 METERS 07454     |
 SF0212| SF0198 GREEN RIVER CONC STP IBC 1973       APPROX. 4.5 KM 1191933.0 |
 SF0212| SF0195 GREEN RIVER CH SPIRE IBC 1951       APPROX. 4.8 KM 1261746.5 |
 SF0212| DA6124 RING RM 2                             8.929 METERS 17023     |
 SF0212|---------------------------------------------------------------------|
 SF0212
 SF0212                          SUPERSEDED SURVEY CONTROL
 SF0212
 SF0212  NAD 83(1992)-  47 20 26.42138(N)    068 11 35.28220(W) AD(       ) 2
 SF0212  NAD 83(1986)-  47 20 26.42515(N)    068 11 35.27344(W) AD(       ) 2
 SF0212  NAD 27      -  47 20 26.27909(N)    068 11 37.13390(W) AD(       ) 2
 SF0212  NGVD 29 (07/19/86)  169.7    (m)          557.     (f) VERT ANG       
 SF0212
 SF0212.Superseded values are not recommended for survey control.
 SF0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0212.See file dsdata.txt to determine how the superseded data were derived.
 SF0212
 SF0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN6095143339(NAD 83)
 SF0212
 SF0212  HISTORY     - Date     Condition        Report By
 SF0212  HISTORY     - 1973     MONUMENTED       IBC
 SF0212  HISTORY     - 1975     GOOD             NGS
 SF0212
 SF0212                          STATION DESCRIPTION
 SF0212
 SF0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CRM)
 SF0212'THE STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 WERE
 SF0212'RECOVERED AND FOUND IN GOOD CONDITION.
 SF0212'
 SF0212'NOTE--THE REFERENCE MARKS WERE LOCATED WITH SUCH CHECKS AND
 SF0212'ACCURACY THAT THEY MAY BE USED IN LIEU OF LOST STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0885 ***********************************************************************
 QF0885  DESIGNATION -  RINGBOLT
 QF0885  PID         -  QF0885
 QF0885  STATE/COUNTY-  ME/WASHINGTON
 QF0885  USGS QUAD   -  CALAIS (1977)
 QF0885
 QF0885                         *CURRENT SURVEY CONTROL
 QF0885  ___________________________________________________________________
 QF0885* NAD 83(1996)-  45 07 48.19616(N)    067 21 19.94840(W)     ADJUSTED  
 QF0885* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 QF0885  ___________________________________________________________________
 QF0885  LAPLACE CORR-           4.35  (seconds)                    DEFLEC99
 QF0885  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 QF0885
 QF0885  HORZ ORDER  -  THIRD
 QF0885
 QF0885.The horizontal coordinates were established by classical geodetic methods
 QF0885.and adjusted by the National Geodetic Survey in March 1998..
 QF0885
 QF0885.The orthometric height was scaled from a topographic map.
 QF0885
 QF0885.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0885
 QF0885.The geoid height was determined by GEOID03.
 QF0885
 QF0885;                    North         East     Units Scale Factor Converg.
 QF0885;SPC ME E     -   163,232.666   390,023.559   MT  0.99999962   +0 48 40.1
 QF0885;UTM  19      - 4,998,713.339   629,314.909   MT  0.99980562   +1 09 56.2
 QF0885
 QF0885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0885!SPC ME E     -   1.00000134  x   0.99999962  =   1.00000096
 QF0885!UTM  19      -   1.00000134  x   0.99980562  =   0.99980696
 QF0885
 QF0885|---------------------------------------------------------------------|
 QF0885| PID    Reference Object                     Distance      Geod. Az  |
 QF0885|                                                           dddmmss.s |
 QF0885| QF0884 MALLOY                              355.379 METERS 12532     |
 QF0885| CE9502 RINGBOLT RM 3                         3.550 METERS 20542     |
 QF0885| CE9500 RINGBOLT RM 1                         5.920 METERS 22057     |
 QF0885| CE9501 RINGBOLT RM 2                        10.961 METERS 28215     |
 QF0885| QF0888 CLARK                               460.279 METERS 3262610.6 |
 QF0885| QF0886 GW IBC                              APPROX. 0.6 KM 3391347.8 |
 QF0885| QF0918 EPHRAIM IBC 1910                    311.534 METERS 35435     |
 QF0885|---------------------------------------------------------------------|
 QF0885
 QF0885                          SUPERSEDED SURVEY CONTROL
 QF0885
 QF0885  NAD 83(1992)-  45 07 48.19109(N)    067 21 19.94702(W) AD(       ) 3
 QF0885  NAD 83(1986)-  45 07 48.19333(N)    067 21 19.95235(W) AD(       ) 3
 QF0885  NAD 27      -  45 07 47.92600(N)    067 21 21.98800(W) AD(       ) 3
 QF0885
 QF0885.Superseded values are not recommended for survey control.
 QF0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0885.See file dsdata.txt to determine how the superseded data were derived.
 QF0885
 QF0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK2931598713(NAD 83)
 QF0885_MARKER: H = DRILL HOLE
 QF0885_SETTING: 66 = SET IN ROCK OUTCROP
 QF0885
 QF0885  HISTORY     - Date     Condition        Report By
 QF0885  HISTORY     - 1910     MONUMENTED       IBC
 QF0885
 QF0885                          STATION DESCRIPTION
 QF0885
 QF0885'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JEM)
 QF0885'ON THE W BANK OF THE ST CROIX RIVER, ABOUT 3 MILES BELOW WOODLAND,
 QF0885'AND OPPOSITE THE LOWER END OF THE UPPER BUTTER ISLAND.  STATION IS
 QF0885'90 METERS UPRIVER FROM MALLOYS MEADOW FENCE, ON A LEDGE OF
 QF0885'REDDISH - GRAY GRANITE SHOWING AN EXPOSE SURFACE OF ABOUT 8 METERS AT
 QF0885'RIGHT ANGLES TO THE RIVER.  THERE ARE SOME OLD PIERS DOWNSTREAM FROM
 QF0885'THE STATION, THE NEAREST ONE BEING 37 METERS DISTANT.
 QF0885'
 QF0885'STATION MARK IS A DRILL HOLE IN THE LEDGE.  A LARGE RINGBOLT IS SET
 QF0885'IN THE LEDGE S 25 DEGREES 42 MINUTES W, 3.55 METERS FROM THE STATION.
 QF0885'A CROSS WITHIN A TRIANGLE IS CUT IN THE ROCK S 40 DEGREES 57 MINUTES
 QF0885'W, 5.92 METERS FROM THE STATION, AND A LIKE MARK IS CUT IN THE
 QF0885'SLOPING FACE OF A LEDGE N 77 DEGREES AND 45 MINUTES W, 10.96 METERS
 QF0885'FROM THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1311 ***********************************************************************
 QG1311  DESIGNATION -  RIP
 QG1311  PID         -  QG1311
 QG1311  STATE/COUNTY-  ME/PISCATAQUIS
 QG1311  USGS QUAD   -  HARRINGTON LAKE (1988)
 QG1311
 QG1311                         *CURRENT SURVEY CONTROL
 QG1311  ___________________________________________________________________
 QG1311* NAD 83(1996)-  45 52 44.30040(N)    069 11 41.50136(W)     ADJUSTED  
 QG1311* NAVD 88     -       319.76   (+/-2cm)    1049.1    (feet)  VERTCON   
 QG1311  ___________________________________________________________________
 QG1311  LAPLACE CORR-           2.82  (seconds)                    DEFLEC99
 QG1311  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 QG1311
 QG1311  HORZ ORDER  -  THIRD
 QG1311  VERT ORDER  -  THIRD ? (See Below)
 QG1311
 QG1311.The horizontal coordinates were established by classical geodetic methods
 QG1311.and adjusted by the National Geodetic Survey in March 1998..
 QG1311
 QG1311.The NAVD 88 height was computed by applying the VERTCON shift value to
 QG1311.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QG1311.The vertical order pertains to the NGVD 29 superseded value.
 QG1311
 QG1311.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1311
 QG1311.The geoid height was determined by GEOID03.
 QG1311
 QG1311;                    North         East     Units Scale Factor Converg.
 QG1311;SPC ME E     -   246,057.860   246,061.934   MT  0.99993575   -0 29 55.8
 QG1311;UTM  19      - 5,080,619.090   484,878.561   MT  0.99960281   -0 08 23.6
 QG1311
 QG1311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1311!SPC ME E     -   0.99995366  x   0.99993575  =   0.99988941
 QG1311!UTM  19      -   0.99995366  x   0.99960281  =   0.99955649
 QG1311
 QG1311|---------------------------------------------------------------------|
 QG1311| PID    Reference Object                     Distance      Geod. Az  |
 QG1311|                                                           dddmmss.s |
 QG1311| DA4535 RIP RM 1                              7.200 METERS 10049     |
 QG1311| DA4536 RIP RM 2                             10.320 METERS 26351     |
 QG1311| DA4534 RIP AZ MK                                          2731151.1 |
 QG1311|---------------------------------------------------------------------|
 QG1311
 QG1311                          SUPERSEDED SURVEY CONTROL
 QG1311
 QG1311  NAD 83(1992)-  45 52 44.29926(N)    069 11 41.49389(W) AD(       ) 3
 QG1311  NAD 83(1986)-  45 52 44.30376(N)    069 11 41.50609(W) AD(       ) 3
 QG1311  NAD 27      -  45 52 44.13200(N)    069 11 43.33000(W) AD(       ) 3
 QG1311  NGVD 29 (07/19/86)  319.92   (m)         1049.6    (f) LEVELING    3  
 QG1311
 QG1311.Superseded values are not recommended for survey control.
 QG1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1311.See file dsdata.txt to determine how the superseded data were derived.
 QG1311
 QG1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL8487980619(NAD 83)
 QG1311_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QG1311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG1311
 QG1311  HISTORY     - Date     Condition        Report By
 QG1311  HISTORY     - 1955     MONUMENTED       CGS
 QG1311  HISTORY     - 1962     SEE DESCRIPTION  CGS
 QG1311
 QG1311                          STATION DESCRIPTION
 QG1311
 QG1311'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 QG1311'THE STATION IS LOCATED ALONG THE SOUTH SIDE OF THE NORTH-SOUTH
 QG1311'GRAVELED ROAD, IN SECTION T.3, R.11, ABOUT 20 MILES NORTHEAST OF
 QG1311'KOKADJO, 1-1/2 MILES SOUTHWEST OF RIPOGENUS DAM, 32 FEET SOUTH OF
 QG1311'THE CENTERLINE OF THE GRAVELED ROAD AND 8.6 FEET WEST OF A WHITE
 QG1311'WITNESS POST.
 QG1311'
 QG1311'TO REACH, FROM THE U.S. POST OFFICE IN KOKADJO, GO NORTHEASTERLY
 QG1311'0.3 MILE TO FORKS.  TAKE LEFT FORK, AND GO NORTHEASTERLY 20.75
 QG1311'MILES TO SIDE ROAD LEFT AT SIGN CHESUNCOOK DAM.  CONTINUE EASTERLY
 QG1311'1.0 MILE TO THE AZIMUTH MARK.  CONTINUE EASTERLY 0.2 MILES TO THE
 QG1311'STATION.
 QG1311'
 QG1311'THE STATION MARK IS A STANDARD DISK, STAMPED RIP 1955, SET IN THE
 QG1311'TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT
 QG1311'6 INCHES.
 QG1311'
 QG1311'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED RIP NO 1
 QG1311'1955, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH
 QG1311'PROJECTS 4 INCHES AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 QG1311'
 QG1311'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED RIP NO 2
 QG1311'1955, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH
 QG1311'PROJECTS ABOUT 4 INCHES AND IS ABOUT THE SAME ELEVATION AS THE
 QG1311'STATION.
 QG1311'
 QG1311'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED RIP 1955, SET IN THE
 QG1311'TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 3
 QG1311'INCHES.  IT IS LOCATED 18 FEET NORTH OF THE CENTERLINE OF THE
 QG1311'EAST-WEST GRAVELED ROAD.
 QG1311'
 QG1311'HEIGHT OF LIGHT ABOVE STATION MARK 1.57 METERS.
 QG1311
 QG1311                          STATION RECOVERY (1962)
 QG1311
 QG1311'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JDB)
 QG1311'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 QG1311'CONDITION.
 QG1311'
 QG1311'THE ORIGINAL TO-REACH IS ADEQUATE.
 QG1311'
 QG1311'TO REACH THE STATION FROM A CROSS-ROAD IN THE SMALL COMMUNITY
 QG1311'OF RIPOGENUS AT THE RIPOGENUS DAM SITE, GO WESTERLY ON A GRAVELED
 QG1311'ROAD FOR 1.0 MILE TO A BOUNDARY MARKER (T-3, R-12) ON THE
 QG1311'LEFT.  CONTINUE WESTERLY FOR 0.05 MILE TO THE STATION ON THE LEFT.
 QG1311'
 QG1311'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WESTERLY ON THE
 QG1311'GRAVELED ROAD FOR 00.15 MILE TO A LARGE BOULDER ON THE LEFT AND
 QG1311'THE AZIMUTH MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1148 ***********************************************************************
 PD1148  DESIGNATION -  RIPLEY 2 RESET
 PD1148  PID         -  PD1148
 PD1148  STATE/COUNTY-  ME/WASHINGTON
 PD1148  USGS QUAD   -  HARRINGTON (1975)
 PD1148
 PD1148                         *CURRENT SURVEY CONTROL
 PD1148  ___________________________________________________________________
 PD1148* NAD 83(1996)-  44 31 19.44018(N)    067 46 57.80582(W)     ADJUSTED  
 PD1148* NAVD 88     -        17.     (meters)      56.     (feet)  SCALED    
 PD1148  ___________________________________________________________________
 PD1148  LAPLACE CORR-           4.66  (seconds)                    DEFLEC99
 PD1148  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 PD1148
 PD1148  HORZ ORDER  -  THIRD
 PD1148
 PD1148.The horizontal coordinates were established by classical geodetic methods
 PD1148.and adjusted by the National Geodetic Survey in March 1998..
 PD1148
 PD1148.The orthometric height was scaled from a topographic map.
 PD1148
 PD1148.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1148
 PD1148.The geoid height was determined by GEOID03.
 PD1148
 PD1148;                    North         East     Units Scale Factor Converg.
 PD1148;SPC ME E     -    95,287.746   357,017.464   MT  0.99993997   +0 30 10.6
 PD1148;UTM  19      - 4,930,580.881   596,734.342   MT  0.99971507   +0 51 13.0
 PD1148
 PD1148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD1148!SPC ME E     -   1.00000102  x   0.99993997  =   0.99994099
 PD1148!UTM  19      -   1.00000102  x   0.99971507  =   0.99971609
 PD1148
 PD1148|---------------------------------------------------------------------|
 PD1148| PID    Reference Object                     Distance      Geod. Az  |
 PD1148|                                                           dddmmss.s |
 PD1148| CE8666 RIPLEY 2 RM 1                         9.597 METERS 12139     |
 PD1148| CE8667 RIPLEY 2 RM 2                         7.690 METERS 25443     |
 PD1148|---------------------------------------------------------------------|
 PD1148
 PD1148                          SUPERSEDED SURVEY CONTROL
 PD1148
 PD1148  NAD 83(1992)-  44 31 19.43682(N)    067 46 57.80591(W) AD(       ) 3
 PD1148  NAD 83(1986)-  44 31 19.43318(N)    067 46 57.80937(W) AD(       ) 3
 PD1148  NAD 27      -  44 31 19.15000(N)    067 46 59.82000(W) AD(       ) 3
 PD1148
 PD1148.Superseded values are not recommended for survey control.
 PD1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1148.See file dsdata.txt to determine how the superseded data were derived.
 PD1148
 PD1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK9673430581(NAD 83)
 PD1148
 PD1148  HISTORY     - Date     Condition        Report By
 PD1148  HISTORY     - 1934     MONUMENTED       CGS
 PD1148  HISTORY     - 1913     SEE DESCRIPTION  CGS
 PD1148  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PD1148  HISTORY     - 1945     SEE DESCRIPTION  CGS
 PD1148  HISTORY     - 1967     SEE DESCRIPTION  CGS
 PD1148
 PD1148                          STATION DESCRIPTION
 PD1148
 PD1148'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 PD1148'STATION IS ON A HILL ON THE EXTREME SE POINT OF RIPLEY NECK, ON
 PD1148'THE W SIDE OF THE ENTRANCE TO PLEASANT RIVER.  THE STATION IS
 PD1148'ON A ROCKY LEDGE ON THE HIGHEST PART OF A RIDGE WHICH IS ABOUT
 PD1148'75 METERS E OF THE HIGHEST PART OF THE HILL.  IT IS ABOUT
 PD1148'50 METERS N OF THE BEACH AND NEARER TO THE EASTERN SHORE THAN
 PD1148'THE WESTERN.  THE STATION IS MARKED BY A DRILL HOLE SURROUNDED
 PD1148'BY A TRIANGLE CUT IN THE ROCK AND COVERED BY A CAIRN.  THE HILL
 PD1148'IS COVERED, EXCEPT IN THE IMMEDIATE VICINITY OF THE STATION,
 PD1148'WITH A DENSE GROWTH OF TREES AND BRUSH, AND CONSIDERABLE
 PD1148'CUTTING WOULD BE REQUIRED TO OPEN LINES IN ANY DIRECTION.
 PD1148
 PD1148                          STATION RECOVERY (1934)
 PD1148
 PD1148'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PD1148'THIS STATION IS ON A HILL ON THE EXTREME SE POINT OF RIPLEY
 PD1148'NECK ON THE W SIDE OF THE ENTRANCE TO PLEASANT RIVER.  THE
 PD1148'STATION IS ON A BARE LEDGE ON THE HIGHEST PART OF A RIDGE ABOUT
 PD1148'75 METERS E OF THE HIGHEST PART OF THE HILL, AND ABOUT 50 METERS
 PD1148'FROM HIGH-WATER LINE.  THE LEDGE DROPS ABRUPTLY AWAY ON THE SE
 PD1148'SIDE, AND MORE GRADUALLY SO ON THE OTHER SIDES.
 PD1148'
 PD1148'THE STATION WAS RE-MARKED BY A STANDARD DISK WEDGED IN DRILL
 PD1148'HOLE IN OUTCROPPING BEDROCK.  TWO REFERENCE MARKS WERE ESTABLISHED.
 PD1148'
 PD1148'REFERENCE MARK NO. 1 IS SE OF THE STATION.
 PD1148'
 PD1148'REFERENCE MARK NO. 2 IS SW, BOTH ON BARE LEDGE.
 PD1148'
 PD1148'A 30-FOOT SIGNAL WAS BUILT OVER THE STATION IN 1934.
 PD1148
 PD1148                          STATION RECOVERY (1945)
 PD1148
 PD1148'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (FLP)
 PD1148'STATION AND REFERENCE MARKS RECOVERED IN GOOD
 PD1148'CONDITION.  DESCRIPTION ADEQUATE WITH THE FOLLOWING ADDITIONS--
 PD1148'
 PD1148'TO REACH STATION PROCEED 8.5 MILES S FROM MARSHVILLE TO DEWEY
 PD1148'TAKING LEFT TURN TO WILLARD POINT AT LATTER, GO 0.1 MILE TO END
 PD1148'OF ROAD, THEN PROCEED IN E DIRECTION ON CLEARED PATH OVER 5
 PD1148'FOOT-BRIDGES AND AT THE FIFTH TAKE RIGHT TURN AND PROCEED TO
 PD1148'SUMMIT OF HILL.  DISTANCES TO REFERENCE MARKS CHECK.
 PD1148
 PD1148                          STATION RECOVERY (1967)
 PD1148
 PD1148'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JS)
 PD1148'RIPLEY 2 1881 1934 SURVEY MARK RECOVERED IN GOOD
 PD1148'CONDITION.  REFERENCE MARKS WERE UNCOVERED FROM A THICK GROWTH
 PD1148'OF MOSS, AND FOUND TO BE IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0761 ***********************************************************************
 QF0761  DESIGNATION -  RIPS IBC 1946
 QF0761  PID         -  QF0761
 QF0761  STATE/COUNTY-  ME/WASHINGTON
 QF0761  USGS QUAD   -  CALAIS (1977)
 QF0761
 QF0761                         *CURRENT SURVEY CONTROL
 QF0761  ___________________________________________________________________
 QF0761* NAD 83(1996)-  45 08 15.78021(N)    067 22 17.41245(W)     ADJUSTED  
 QF0761* NAVD 88     -        58.     (meters)     190.     (feet)  SCALED    
 QF0761  ___________________________________________________________________
 QF0761  LAPLACE CORR-           4.00  (seconds)                    DEFLEC99
 QF0761  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 QF0761
 QF0761  HORZ ORDER  -  THIRD
 QF0761
 QF0761.The horizontal coordinates were established by classical geodetic methods
 QF0761.and adjusted by the National Geodetic Survey in March 1998..
 QF0761
 QF0761.The orthometric height was scaled from a topographic map.
 QF0761
 QF0761.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0761
 QF0761.The geoid height was determined by GEOID03.
 QF0761
 QF0761;                    North         East     Units Scale Factor Converg.
 QF0761;SPC ME E     -   164,066.465   388,756.076   MT  0.99999683   +0 47 59.8
 QF0761;UTM  19      - 4,999,539.120   628,042.540   MT  0.99980159   +1 09 16.0
 QF0761
 QF0761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0761!SPC ME E     -   0.99999460  x   0.99999683  =   0.99999143
 QF0761!UTM  19      -   0.99999460  x   0.99980159  =   0.99979620
 QF0761
 QF0761:                Primary Azimuth Mark                     Grid Az
 QF0761:SPC ME E     -  JOHN IBC                                 026 25 55.1
 QF0761:UTM  19      -  JOHN IBC                                 026 04 38.9
 QF0761
 QF0761|---------------------------------------------------------------------|
 QF0761| PID    Reference Object                     Distance      Geod. Az  |
 QF0761|                                                           dddmmss.s |
 QF0761| QF0920 JOHN IBC                            APPROX. 1.3 KM 0271354.9 |
 QF0761| QF0900 THRIP                               269.472 METERS 04817     |
 QF0761| QF0921 BAILEY                              330.142 METERS 06315     |
 QF0761| QF0910 RIPS IBC RM                          40.974 METERS 29738     |
 QF0761|---------------------------------------------------------------------|
 QF0761
 QF0761                          SUPERSEDED SURVEY CONTROL
 QF0761
 QF0761  NAD 83(1992)-  45 08 15.77516(N)    067 22 17.41073(W) AD(       ) 3
 QF0761  NAD 83(1986)-  45 08 15.77740(N)    067 22 17.41603(W) AD(       ) 3
 QF0761  NAD 27      -  45 08 15.50600(N)    067 22 19.44700(W) AD(       ) 3
 QF0761
 QF0761.Superseded values are not recommended for survey control.
 QF0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0761.See file dsdata.txt to determine how the superseded data were derived.
 QF0761
 QF0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK2804399539(NAD 83)
 QF0761
 QF0761  HISTORY     - Date     Condition        Report By
 QF0761  HISTORY     - 1946     MONUMENTED       CGS
 QF0761
 QF0761                          STATION DESCRIPTION
 QF0761
 QF0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (NWS)
 QF0761'STATION IS IN THE ARABLE LAND ON THE OLD SMITH FARM ON THE S SIDE
 QF0761'OF THE ST. CROIX RIVER OPPOSITE BAILEY RIPS, ABOUT 55 FEET NW OF THE
 QF0761'24-INCH MAPLE TREE NEAR THE CENTER OF THE FIELD, AND 135 FEET E OF
 QF0761'THE STONE WALL ON THE W SIDE OF THE FIELD.  THE STATION IS IN THE
 QF0761'CENTER OF A POTATO FIELD AND COULDNT BE MARKED, BUT CAN BE
 QF0761'RELOCATED FROM THE REFERENCE.
 QF0761'
 QF0761'REFERENCE MARK IS A G.S. OF C. BRONZE REFERENCE DISK SET IN A
 QF0761'DIAMOND-SHAPED ROCK 2 BY 1-1/2 FEET BY 8 INCHES PROJECTING ABOVE
 QF0761'GROUND, 134.43 FEET W OF THE STATION, NEAR THE STONE WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0910 ***********************************************************************
 QF0910  DESIGNATION -  RIPS IBC RM
 QF0910  PID         -  QF0910
 QF0910  STATE/COUNTY-  ME/WASHINGTON
 QF0910  USGS QUAD   -  CALAIS (1977)
 QF0910
 QF0910                         *CURRENT SURVEY CONTROL
 QF0910  ___________________________________________________________________
 QF0910* NAD 83(1996)-  45 08 16.39598(N)    067 22 19.07374(W)     ADJUSTED  
 QF0910* NAVD 88     -        58.     (meters)     190.     (feet)  SCALED    
 QF0910  ___________________________________________________________________
 QF0910  LAPLACE CORR-           4.00  (seconds)                    DEFLEC99
 QF0910  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 QF0910
 QF0910  HORZ ORDER  -  THIRD
 QF0910
 QF0910.The horizontal coordinates were established by classical geodetic methods
 QF0910.and adjusted by the National Geodetic Survey in March 1998..
 QF0910
 QF0910.The orthometric height was scaled from a topographic map.
 QF0910
 QF0910.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0910
 QF0910.The geoid height was determined by GEOID03.
 QF0910
 QF0910;                    North         East     Units Scale Factor Converg.
 QF0910;SPC ME E     -   164,084.966   388,719.516   MT  0.99999675   +0 47 58.6
 QF0910;UTM  19      - 4,999,557.390   628,005.874   MT  0.99980147   +1 09 14.8
 QF0910
 QF0910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0910!SPC ME E     -   0.99999460  x   0.99999675  =   0.99999135
 QF0910!UTM  19      -   0.99999460  x   0.99980147  =   0.99979608
 QF0910
 QF0910                          SUPERSEDED SURVEY CONTROL
 QF0910
 QF0910  NAD 83(1992)-  45 08 16.39091(N)    067 22 19.07198(W) AD(       ) 3
 QF0910  NAD 83(1986)-  45 08 16.39315(N)    067 22 19.07728(W) AD(       ) 3
 QF0910  NAD 27      -  45 08 16.12200(N)    067 22 21.10800(W) AD(       ) 3
 QF0910
 QF0910.Superseded values are not recommended for survey control.
 QF0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0910.See file dsdata.txt to determine how the superseded data were derived.
 QF0910
 QF0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK2800699557(NAD 83)
 QF0910_MARKER: DR = REFERENCE MARK DISK
 QF0910_SETTING: 80 = SET IN A BOULDER
 QF0910_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF0910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0910+STABILITY: SURFACE MOTION
 QF0910
 QF0910  HISTORY     - Date     Condition        Report By
 QF0910  HISTORY     - 1946     MONUMENTED       IBC
 QF0910
 QF0910                          STATION DESCRIPTION
 QF0910
 QF0910'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF0910'IN THE ARABLE LAND ON THE OLD SMITH FARM ON THE S SIDE OF THE ST
 QF0910'CROIX RIVER OPPOSITE BAILEY RIPS, ABOUT 55 FEET NW OF THE 24 - INCH
 QF0910'MAPLE TREE NEAR THE CENTER OF THE FIELD, AND 135 FEET E OF THE
 QF0910'STONE WALL ON THE W SIDE OF THE FIELD.  THE STATION IS IN THE CENTER
 QF0910'OF A POTATO FIELD AND COULD NOT BE MARKED, BUT CAN BE RELOCATED FROM
 QF0910'THE REFERENCE.
 QF0910'
 QF0910'REFERENCE MARK IS A GS OF C BRONZE REFERENCE DISK SET IN A
 QF0910'DIAMOND - SHAPED ROCK 2 BY 1-1/2 FEET PROJECTING 8 INCHES ABOVE
 QF0910'GROUND, 134.43 FEET W OF THE STATION, NEAR THE STONE WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0370 ***********************************************************************
 OB0370  DESIGNATION -  RIVERS HOUSE NORTH CHIMNEY
 OB0370  PID         -  OB0370
 OB0370  STATE/COUNTY-  ME/KNOX
 OB0370  USGS QUAD   -  FRIENDSHIP (1973)
 OB0370
 OB0370                         *CURRENT SURVEY CONTROL
 OB0370  ___________________________________________________________________
 OB0370* NAD 83(1996)-  43 59 51.99906(N)    069 15 21.67386(W)     ADJUSTED  
 OB0370* NAVD 88     -                                                        
 OB0370  ___________________________________________________________________
 OB0370  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 OB0370  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 OB0370
 OB0370  HORZ ORDER  -  THIRD
 OB0370
 OB0370.The horizontal coordinates were established by classical geodetic methods
 OB0370.and adjusted by the National Geodetic Survey in March 1998..
 OB0370
 OB0370
 OB0370.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0370
 OB0370.The geoid height was determined by GEOID03.
 OB0370
 OB0370;                    North         East     Units Scale Factor Converg.
 OB0370;SPC ME E     -    37,063.589   239,366.208   MT  0.99994520   -0 31 30.6
 OB0370;SPC ME W     -   129,769.622   973,039.866   MT  1.00003226   +0 37 57.3
 OB0370;UTM  19      - 4,871,657.851   479,473.014   MT  0.99960518   -0 10 40.2
 OB0370
 OB0370                          SUPERSEDED SURVEY CONTROL
 OB0370
 OB0370  NAD 83(1992)-  43 59 52.00313(N)    069 15 21.65606(W) AD(       ) 4
 OB0370  NAD 83(1986)-  43 59 52.00744(N)    069 15 21.66257(W) AD(       ) 4
 OB0370  NAD 27      -  43 59 51.72000(N)    069 15 23.49000(W) AD(       ) 3
 OB0370
 OB0370.Superseded values are not recommended for survey control.
 OB0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0370.See file dsdata.txt to determine how the superseded data were derived.
 OB0370
 OB0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ7947371658(NAD 83)
 OB0370
 OB0370  HISTORY     - Date     Condition        Report By
 OB0370  HISTORY     - UNK      MONUMENTED
 OB0370  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0370  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OB0370  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OB0370
 OB0370                          STATION DESCRIPTION
 OB0370
 OB0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0370'THIS STATION IS LOST.
 OB0370
 OB0370                          STATION RECOVERY (1943)
 OB0370
 OB0370'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 OB0370'LISTED AS LOST IN 1934.  THERE IS NO ORIGINAL DESCRIPTION OF
 OB0370'THIS STATION.  A ONE-STORY WHITE HOUSE WITH TWO BRICK CHIMNEYS
 OB0370'WAS FOUND.  HOUSE IS ON E SIDE OF ROAD AND WAS FORMERLY OWNED BY
 OB0370'JOSHUA RIVERS.
 OB0370'
 OB0370'COMPLETE NEW DESCRIPTION--
 OB0370'
 OB0370'STATION IS THE N CHIMNEY ON A ONE-STORY WHITE HOUSE WITH A
 OB0370'SHINGLED ROOF.  HOUSE IS ON THE W SIDE OF THE ST. GEORGE RIVER.  IT
 OB0370'IS THE FIRST ONE ON THE LEFT (E) SIDE OF THE ROAD LEADING S
 OB0370'FROM SOUTH CUSHING POST OFFICE.
 OB0370'
 OB0370'NOTE--AIR PHOTO PARTY REPORTS STATION CHECKS CLOSELY.
 OB0370
 OB0370                          STATION RECOVERY (1953)
 OB0370
 OB0370'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (PT)
 OB0370'STATION DESTROYED.  THE HOUSE AND CHIMNEY HAVE BEEN REBUILT.  THE
 OB0370'NEW CHIMNEY WAS NOT BUILT IN THE SAME SPOT AS THE OLD ONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB2676 ***********************************************************************
 AB2676  SACS        -  This is a Secondary Airport Control Station.
 AB2676  DESIGNATION -  RKD A
 AB2676  PID         -  AB2676
 AB2676  STATE/COUNTY-  ME/KNOX
 AB2676  USGS QUAD   -  ROCKLAND (1979)
 AB2676
 AB2676                         *CURRENT SURVEY CONTROL
 AB2676  ___________________________________________________________________
 AB2676* NAD 83(1996)-  44 03 42.52942(N)    069 06 25.15284(W)     ADJUSTED  
 AB2676* NAVD 88     -        12.88   (meters)      42.3    (feet)  GPS OBS   
 AB2676  ___________________________________________________________________
 AB2676  X           -   1,637,151.921 (meters)                     COMP
 AB2676  Y           -  -4,288,846.331 (meters)                     COMP
 AB2676  Z           -   4,413,021.160 (meters)                     COMP
 AB2676  LAPLACE CORR-           3.19  (seconds)                    DEFLEC99
 AB2676  ELLIP HEIGHT-         -12.25  (meters)          (01/07/02) GPS OBS
 AB2676  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 AB2676
 AB2676  HORZ ORDER  -  FIRST
 AB2676  ELLP ORDER  -  FIFTH     CLASS I
 AB2676
 AB2676.This mark is at Knox Co Regional Airport (RKD)
 AB2676
 AB2676.The horizontal coordinates were established by GPS observations
 AB2676.and adjusted by the National Geodetic Survey in July 1997..
 AB2676
 AB2676.The orthometric height was determined by GPS observations and a
 AB2676.high-resolution geoid model.
 AB2676
 AB2676.GPS derived orthometric heights for airport stations designated as
 AB2676.PACS or SACS are published to 2 decimal places.  This maintains
 AB2676.centimeter relative accuracy between the PACS and SACS.  It does
 AB2676.not indicate centimeter accuracy relative to other marks which are
 AB2676.part of the NAVD 88 network.
 AB2676
 AB2676.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2676
 AB2676.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2676
 AB2676.The ellipsoidal height was determined by GPS observations
 AB2676.and is referenced to NAD 83.
 AB2676
 AB2676.The geoid height was determined by GEOID03.
 AB2676
 AB2676;                    North         East     Units Scale Factor Converg.
 AB2676;SPC ME E     -    44,079.375   251,371.297   MT  0.99992907   -0 25 19.7
 AB2676;UTM  19      - 4,878,743.956   491,431.331   MT  0.99960090   -0 04 27.8
 AB2676
 AB2676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2676!SPC ME E     -   1.00000192  x   0.99992907  =   0.99993099
 AB2676!UTM  19      -   1.00000192  x   0.99960090  =   0.99960282
 AB2676
 AB2676                          SUPERSEDED SURVEY CONTROL
 AB2676
 AB2676  ELLIP H (07/24/97)  -12.28   (m)                       GP(       ) 1 1
 AB2676  NAD 83(1992)-  44 03 42.52947(N)    069 06 25.15217(W) AD(1995.00) 1
 AB2676  ELLIP H (04/19/96)  -12.28   (m)                       GP(1995.00) 3 1
 AB2676
 AB2676.Superseded values are not recommended for survey control.
 AB2676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2676.See file dsdata.txt to determine how the superseded data were derived.
 AB2676
 AB2676_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ9143178744(NAD 83)
 AB2676_MARKER: DD = SURVEY DISK
 AB2676_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB2676_STAMPING: RKD A 1995
 AB2676_MARK LOGO: NGS   
 AB2676_PROJECTION: FLUSH
 AB2676_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2676+STABILITY: SURFACE MOTION
 AB2676_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2676+SATELLITE: SATELLITE OBSERVATIONS - June 29, 1996
 AB2676_ROD/PIPE-DEPTH: 1.0  meters
 AB2676
 AB2676  HISTORY     - Date     Condition        Report By
 AB2676  HISTORY     - 1995     MONUMENTED       CHANCE
 AB2676  HISTORY     - 19960629 GOOD             NGS
 AB2676
 AB2676                          STATION DESCRIPTION
 AB2676
 AB2676'DESCRIBED BY JE CHANCE AND ASSOCIATES 1995 (CL)
 AB2676'THE STATION IS LOCATED ABOUT 5.0 KM (3.10 MI) SOUTH OF THE TOWN OF
 AB2676'ROCKLAND AT THE KNOX COUNTY REGIONAL AIRPORT.  OWNERSHIP--KNOX COUNTY,
 AB2676'CONTACT GREGORY GROTTON AT 207-594-4131  TO REACH THE STATION FROM THE
 AB2676'INTERSECTION OF U.S.  HWY 1 WEST (PARK ST) AND STATE ROUTE 73 (MAIN
 AB2676'ST) IN ROCKLAND, TAKE STATE ROUTE 73 SOUTH FOR 2.9 KM (1.80 MI) TO THE
 AB2676'JUNCTION WITH A PAVED ROAD ON LEFT LEADING TO OWLS HEAD.  TURN LEFT
 AB2676'AND PROCEED EAST FOR 0.32 KM (0.20 MI) TO A ROAD RIGHT.  TURN RIGHT
 AB2676'AND GO SOUTH BEARING RIGHT FOR 1.9 KM (1.20 MI) TO AIRPORT ENTRANCE ON
 AB2676'THE RIGHT.  TURN RIGHT AND GO WEST FOR 0.3 KM (0.20 MI) TO THE
 AB2676'TERMINAL BUILDING AND GATE.  PROCEED THROUGH GATE AND SOUTH ACROSS
 AB2676'APRON TO SOUTHERNMOST TAXI RAMP. CONTINUE WEST AND SOUTH ALONG TAXI
 AB2676'RAMP AND CLOSED RUNWAY TO THE JUNCTION WITH RUNWAY 13-31.  TURN RIGHT
 AB2676'AND PROCEED NORTHWEST ALONG RUNWAY 13-31 FOR APPROXIMATELY 780 M
 AB2676'(2559.0 FT) TO THE END OF THE RUNWAY AND THE STATION ON THE RIGHT  THE
 AB2676'STATION IS THE CENTER OF A 5 CM SURVEY DISK SET INTO THE TOP OF A 1 M
 AB2676'(3.3 FT) LONG FENO PIPE, RECESSED 15 CM BELOW GROUND LEVEL AND ENCASED
 AB2676'IN A 12.7 CM DIA PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE.  THE
 AB2676'LOGO CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND. THREE CIRCULAR
 AB2676'ANCHOR PRONGS EXTEND FROM THE BOTTOM OF THE PIPE.  THE STATION IS
 AB2676'LOCATED 111.85 M (366.96 FT) EAST FROM THE THIRD EASTERNMOST THERSHOLD
 AB2676'LIGHT AT THE WEST END OF RUNWAY 13-31, 61.27 M (201.02 FT) NORTHEAST
 AB2676'OF THE WESTERNMOST RUNWAY LIGHT ON THE NORTHEAST SIDE OF RUNWAY 13-31,
 AB2676'57.45 M (188.48 FT) NORTH OF THE SECOND WESTERNMOST RUNWAY LIGHT ON
 AB2676'THE NORTHEAST SIDE OF RUNWAY 13-31, 69.60 M (228.35 FT)
 AB2676'NORTH-NORTHEAST OF THE CENTERLINE RUNWAY 31-13, AND 10.3 M (33.8 FT)
 AB2676'SOUTHWEST OF THE CENTERLINE OF A DITCH  THIS STATION IS DESIGNATED AS
 AB2676'A SECONDARY AIRPORT CONTROL STATION (SACS) - MAINE ANA SURVEYS 1995
 AB2676
 AB2676                          STATION RECOVERY (1996)
 AB2676
 AB2676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (ED)
 AB2676'THE STATION IS LOCATED ABOUT 5.0 KM (3.10 MI) SOUTH OF THE TOWN OF
 AB2676'ROCKLAND AT THE KNOX COUNTY REGIONAL AIRPORT.  OWNERSHIP--KNOX COUNTY,
 AB2676'CONTACT GREGORY GROTTON AT 207-594-4131 TO REACH THE STATION FROM THE
 AB2676'INTERSECTION OF U.S.  HWY 1 WEST (PARK ST) AND STATE ROUTE 73 (MAIN
 AB2676'ST) IN ROCKLAND, TAKE STATE ROUTE 73 SOUTH FOR 2.9 KM (1.80 MI) TO THE
 AB2676'JUNCTION WITH A PAVED ROAD ON LEFT LEADING TO OWLS HEAD.  TURN LEFT
 AB2676'AND PROCEED EAST FOR 0.32 KM (0.20 MI) TO A ROAD RIGHT.  TURN RIGHT
 AB2676'AND GO SOUTH BEARING RIGHT FOR 1.9 KM (1.20 MI) TO AIRPORT ENTRANCE ON
 AB2676'THE RIGHT.  TURN RIGHT AND GO WEST FOR 0.3 KM (0.20 MI) TO THE
 AB2676'TERMINAL BUILDING AND GATE.  PROCEED THROUGH GATE AND SOUTH ACROSS
 AB2676'APRON TO SOUTHERNMOST TAXI RAMP.  CONTINUE WEST AND SOUTH ALONG TAXI
 AB2676'RAMP AND CLOSED RUNWAY TO THE JUNCTION WITH RUNWAY 13-31.  TURN RIGHT
 AB2676'AND PROCEED NORTHWEST ALONG RUNWAY 13-31 FOR APPROXIMATELY 780 M
 AB2676'(2559.0 FT) TO THE END OF THE RUNWAY AND THE STATION ON THE RIGHT THE
 AB2676'STATION IS THE CENTER OF A 5 CM SURVEY DISK SET INTO THE TOP OF A 1 M
 AB2676'(3.3 FT) LONG FENO PIPE, RECESSED 15 CM BELOW GROUND LEVEL AND ENCASED
 AB2676'IN A 12.7 CM DIA PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE.  THE
 AB2676'LOGO CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.  THREE CIRCULAR
 AB2676'ANCHOR PRONGS EXTEND FROM THE BOTTOM OF THE PIPE.  THE STATION IS
 AB2676'LOCATED 111.85 M (366.96 FT) EAST FROM THE THIRD EASTERNMOST THERSHOLD
 AB2676'LIGHT AT THE WEST END OF RUNWAY 13-31, 61.27 M (201.02 FT) NORTHEAST
 AB2676'OF THE WESTERNMOST RUNWAY LIGHT ON THE NORTHEAST SIDE OF RUNWAY 13-31,
 AB2676'57.45 M (188.48 FT) NORTH OF THE SECOND WESTERNMOST RUNWAY LIGHT ON
 AB2676'THE NORTHEAST SIDE OF RUNWAY 13-31, 69.60 M (228.35 FT)
 AB2676'NORTH-NORTHEAST OF THE CENTERLINE RUNWAY 31-13, AND 10.3 M (33.8 FT)
 AB2676'SOUTHWEST OF THE CENTERLINE OF A DITCH THIS STATION IS DESIGNATED AS A
 AB2676'SECONDARY AIRPORT CONTROL STATION (SACS) - MAINE ANA SURVEYS 1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0452 ***********************************************************************
 OC0452  DESIGNATION -  RM 46.5
 OC0452  PID         -  OC0452
 OC0452  STATE/COUNTY-  ME/YORK
 OC0452  USGS QUAD   -  WELLS (1979)
 OC0452
 OC0452                         *CURRENT SURVEY CONTROL
 OC0452  ___________________________________________________________________
 OC0452* NAD 83(1986)-  43 18 05.     (N)    070 35 10.     (W)     SCALED    
 OC0452* NAVD 88     -        13.975  (meters)      45.85   (feet)  ADJUSTED  
 OC0452  ___________________________________________________________________
 OC0452  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 OC0452  DYNAMIC HT  -          13.973 (meters)      45.84  (feet)  COMP
 OC0452  MODELED GRAV-     980,470.8   (mgal)                       NAVD 88
 OC0452
 OC0452  VERT ORDER  -  SECOND    CLASS 0
 OC0452
 OC0452.The horizontal coordinates were scaled from a topographic map and have
 OC0452.an estimated accuracy of +/- 6 seconds.
 OC0452
 OC0452.The orthometric height was determined by differential leveling
 OC0452.and adjusted by the National Geodetic Survey in June 1991..
 OC0452
 OC0452.The geoid height was determined by GEOID03.
 OC0452
 OC0452.The dynamic height is computed by dividing the NAVD 88
 OC0452.geopotential number by the normal gravity value computed on the
 OC0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0452.degrees latitude (g = 980.6199 gals.).
 OC0452
 OC0452.The modeled gravity was interpolated from observed gravity values.
 OC0452
 OC0452;                    North         East    Units  Estimated Accuracy
 OC0452;SPC ME W     -    52,080.      865,970.      MT  (+/- 180 meters Scaled)
 OC0452
 OC0452                          SUPERSEDED SURVEY CONTROL
 OC0452
 OC0452  NGVD 29 (??/??/92)   14.200  (m)           46.59   (f) ADJ UNCH    2 0
 OC0452
 OC0452.Superseded values are not recommended for survey control.
 OC0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0452.See file dsdata.txt to determine how the superseded data were derived.
 OC0452
 OC0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH713955(NAD 83)
 OC0452_MARKER: Q = CHISELED SQUARE
 OC0452_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OC0452_SP_SET: CATCH BASIN
 OC0452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC0452
 OC0452  HISTORY     - Date     Condition        Report By
 OC0452  HISTORY     - UNK      MONUMENTED       USGS
 OC0452  HISTORY     - 1943     GOOD             NGS
 OC0452
 OC0452                          STATION DESCRIPTION
 OC0452
 OC0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 OC0452'1.5 MI S FROM WELLS.
 OC0452'1.5 MILES SOUTH ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE
 OC0452'AT WELLS, YORK COUNTY, 53 FEET NORTH OF BENCH MARK TT 29 TDA
 OC0452'(USGS) DESCRIBED BELOW, 33 FEET WEST OF THE CENTERLINE OF THE
 OC0452'HIGHWAY, AND ON THE NORTHWEST CORNER OF A CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1541 ***********************************************************************
 QF1541  DESIGNATION -  R=MUSQUASH
 QF1541  PID         -  QF1541
 QF1541  STATE/COUNTY-  ME/WASHINGTON
 QF1541  USGS QUAD   -  FARROW MOUNTAIN (1988)
 QF1541
 QF1541                         *CURRENT SURVEY CONTROL
 QF1541  ___________________________________________________________________
 QF1541* NAD 83(1996)-  45 23 20.82124(N)    067 47 48.05483(W)     ADJUSTED  
 QF1541* NAVD 88     -       378.5    (meters)    1242.     (feet)  VERTCON   
 QF1541  ___________________________________________________________________
 QF1541  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 QF1541  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 QF1541
 QF1541  HORZ ORDER  -  FIRST
 QF1541
 QF1541.The horizontal coordinates were established by classical geodetic methods
 QF1541.and adjusted by the National Geodetic Survey in March 1998..
 QF1541
 QF1541.The NAVD 88 height was computed by applying the VERTCON shift value to
 QF1541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QF1541
 QF1541.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1541
 QF1541.The geoid height was determined by GEOID03.
 QF1541
 QF1541;                    North         East     Units Scale Factor Converg.
 QF1541;SPC ME E     -   191,624.576   355,072.251   MT  0.99993728   +0 30 02.5
 QF1541;UTM  19      - 5,026,882.062   594,195.663   MT  0.99970909   +0 51 24.1
 QF1541
 QF1541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1541!SPC ME E     -   0.99994438  x   0.99993728  =   0.99988167
 QF1541!UTM  19      -   0.99994438  x   0.99970909  =   0.99965349
 QF1541
 QF1541:                Primary Azimuth Mark                     Grid Az
 QF1541:SPC ME E     -  NEAL                                     131 42 26.0
 QF1541:UTM  19      -  NEAL                                     131 21 04.4
 QF1541
 QF1541|---------------------------------------------------------------------|
 QF1541| PID    Reference Object                     Distance      Geod. Az  |
 QF1541|                                                           dddmmss.s |
 QF1541| QF0261 NEAL                                APPROX.12.0 KM 1321228.5 |
 QF1541| QF1540 MUSQUASH MTN LOT                     62.909 METERS 16606     |
 QF1541| QG1392 ALMANAC MTN MICROWAVE MAST          APPROX.23.9 KM 2575350.8 |
 QF1541|---------------------------------------------------------------------|
 QF1541
 QF1541                          SUPERSEDED SURVEY CONTROL
 QF1541
 QF1541  NAD 83(1992)-  45 23 20.81792(N)    067 47 48.05272(W) AD(       ) 1
 QF1541  NAD 83(1986)-  45 23 20.81971(N)    067 47 48.06057(W) AD(       ) 1
 QF1541  NAD 27      -  45 23 20.56912(N)    067 47 50.04534(W) AD(       ) 1
 QF1541  NGVD 29 (07/19/86)  378.7    (m)         1242.     (f) VERT ANG       
 QF1541
 QF1541.Superseded values are not recommended for survey control.
 QF1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1541.See file dsdata.txt to determine how the superseded data were derived.
 QF1541
 QF1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9419626882(NAD 83)
 QF1541
 QF1541  HISTORY     - Date     Condition        Report By
 QF1541  HISTORY     - 1928     MONUMENTED       USGS
 QF1541  HISTORY     - 1975     GOOD             USGS
 QF1541
 QF1541                          STATION DESCRIPTION
 QF1541
 QF1541'DESCRIBED BY US GEOLOGICAL SURVEY 1975 (RCA)
 QF1541'THE STATION IS LOCATED ON THE NORTHERN-MOST PEAK OF THREE
 QF1541'HILLS KNOWN COLLECTIVELY AS MUSQUASH MOUNTAIN.  IT IS 3.8
 QF1541'MILES SOUTHWEST OF TOPSFIELD, 6.7 MILES NORTHWEST OF WAITE,
 QF1541'AND 1.0 MILE SOUTH OF STATE ROAD 6.
 QF1541'
 QF1541'TO REACH THE STATION FROM THE JUNCTION OF STATE ROAD 6 AND
 QF1541'U.S. ROUTE 1 IN TOPSFIELD, GO WESTERLY ON STATE ROAD 6 FOR
 QF1541'2.2 MILES TO A SMALL CONCRETE BRIDGE.  CONTINUE WESTERLY ON
 QF1541'STATE ROAD 6 FOR 0.25 MILE TO A GRAVELED SIDE ROAD ON THE
 QF1541'LEFT.  TURN LEFT AND PROCEED SOUTHERLY UPHILL FOR 1.5 MILES
 QF1541'TO THE TOP OF THE HILL AND THE STATION AS DESCRIBED.
 QF1541'
 QF1541'THE STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY DISK
 QF1541'STAMPED R 1928 THAT IS CEMENTED IN A DRILL HOLE IN
 QF1541'OUTCROPPING BEDROCK.  IT IS 12.5 FEET SOUTHEAST OF THE
 QF1541'SOUTHEAST CORNER OF A SMALL METAL BUILDING, 21.0 FEET WEST
 QF1541'OF THE SOUTHWEST CORNER OF ANOTHER SMALL METAL BUILDING,
 QF1541'AND IS IN THE APPROXIMATE CENTER OF FOUR 14-INCH BY 14-INCH
 QF1541'CONCRETE FOOTINGS THAT WERE APPARENTLY PART OF AN OLD LOOKOUT
 QF1541'TOWER.
 QF1541'
 QF1541'REFERENCE MARK 1 IS A STANDARD DISK STAMPED MUSQUASH NO 1
 QF1541'1975 THAT IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT
 QF1541'IS 20.1 FEET NORTH OF THE NORTHEAST CORNER OF A SMALL METAL
 QF1541'BUILDING, 27.3 FEET NORTHEAST OF THE BASE OF A 50-FOOT MAST,
 QF1541'AND 50.2 FEET NORTHWEST OF THE BASE OF A 40-FOOT MAST.
 QF1541'
 QF1541'REFERENCE MARK 2 IS A STANDARD DISK STAMPED MUSQUASH NO 2
 QF1541'1975 THAT IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT
 QF1541'IS 16.4 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL
 QF1541'METAL BUILDING, 23.0 FEET SOUTH OF THE BASE OF A 40-FOOT MAST,
 QF1541'AND 41.4 FEET WEST OF A 100-FOOT MAST.
 QF1541'
 QF1541'THERE WAS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 QF1541'
 QF1541'RM 1 TO RM 2 OBSTRUCTED.
 QF1541'
 QF1541'HEIGHT OF LIGHT ABOVE STATION MARK 14.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2218 ***********************************************************************
 PE2218  DESIGNATION -  RNG BANGOR RADIO BGR
 PE2218  PID         -  PE2218
 PE2218  STATE/COUNTY-  ME/PENOBSCOT
 PE2218  USGS QUAD   -  BANGOR (1991)
 PE2218
 PE2218                         *CURRENT SURVEY CONTROL
 PE2218  ___________________________________________________________________
 PE2218* NAD 83(1996)-  44 50 34.92906(N)    068 50 52.61907(W)     ADJUSTED  
 PE2218* NAVD 88     -                                                        
 PE2218  ___________________________________________________________________
 PE2218  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 PE2218  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 PE2218
 PE2218  HORZ ORDER  -  THIRD
 PE2218
 PE2218.The horizontal coordinates were established by classical geodetic methods
 PE2218.and adjusted by the National Geodetic Survey in March 1998..
 PE2218
 PE2218
 PE2218.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2218
 PE2218.The geoid height was determined by GEOID03.
 PE2218
 PE2218;                    North         East     Units Scale Factor Converg.
 PE2218;SPC ME E     -   130,760.700   272,493.211   MT  0.99990930   -0 14 43.3
 PE2218;UTM  19      - 4,965,525.157   512,016.561   MT  0.99960178   +0 06 26.0
 PE2218
 PE2218                          SUPERSEDED SURVEY CONTROL
 PE2218
 PE2218  NAD 83(1992)-  44 50 34.92740(N)    068 50 52.61694(W) AD(       ) 4
 PE2218  NAD 83(1986)-  44 50 34.92746(N)    068 50 52.61930(W) AD(       ) 4
 PE2218  NAD 27      -  44 50 34.67400(N)    068 50 54.47700(W) AD(       ) 3
 PE2218
 PE2218.Superseded values are not recommended for survey control.
 PE2218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2218.See file dsdata.txt to determine how the superseded data were derived.
 PE2218
 PE2218_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1201765525(NAD 83)
 PE2218_MARKER: 55 = TOWER
 PE2218
 PE2218  HISTORY     - Date     Condition        Report By
 PE2218  HISTORY     - 1958     FIRST OBSERVED   CGS
 PE2218  HISTORY     - 1963     GOOD             CGS
 PE2218  HISTORY     - 1984     GOOD             USPSQD
 PE2218
 PE2218                          STATION DESCRIPTION
 PE2218
 PE2218'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 PE2218'STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF BANGOR AND 0.5
 PE2218'MILE NORTHEAST OF STATE HIGHWAY 222.  IT IS THE CENTER ONE OF 5
 PE2218'TOWERS AND THE ONLY ONE NOT LIGHTED.  THE TOWER APPROXIMATELY
 PE2218'50 FEET NORTH OF SMALL BUILDING AND IS APPROXIMATELY 100 FEET
 PE2218'HIGH.
 PE2218'
 PE2218'THE POINT INTERSECTED WAS THE TOP OF TOWER.
 PE2218'
 PE2218'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 2, 1A, STATE HIGHWAY
 PE2218'222 AND 9 IN THE SOUTH EDGE OF DOWNTOWN BANGOR, GO NORTHWEST ON
 PE2218'STATE HIGHWAY 222 FOR 4.55 MILES TO ROAD RIGHT, JUST AFTER PASSING
 PE2218'A GROCERY STORE ON RIGHT, TURN RIGHT AND GO 0.05 MILE TO HOUSE
 PE2218'ON LEFT AND BARN ON RIGHT, CONTINUE STRAIGHT AHEAD FOR 0.45 MILE
 PE2218'TO TOWER AS DESCRIBED.
 PE2218
 PE2218                          STATION RECOVERY (1963)
 PE2218
 PE2218'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FHG)
 PE2218'STATION RECOVERED IN GOOD CONDITION.  THE DESCRIPTION ON HOW TO
 PE2218'REACH THE STATION SHOULD READ AS FOLLOWS-- TO REACH FROM THE
 PE2218'JUNCTION OF U.S. HIGHWAY 2, 1A, STATE HIGHWAY 222 AND 9 IN THE
 PE2218'SOUTH EDGE OF DOWNTOWN BANGOR, GO NORTHWEST ON STATE HIGHWAY 222
 PE2218'FOR 4.35 MILES TO UNDERPASS OF THE BANGOR AND AROOSTOOK RAILROAD,
 PE2218'CONTINUE 0.25 MILES TO ROAD RIGHT JUST AFTER PASSING A
 PE2218'COMBINATION GROCERY STORE - GAS STATION, TURN RIGHT AND GO 0.05
 PE2218'MILES TO HOUSE ON LEFT AND BARN ON RIGHT, CONTINUE STRAIGHT
 PE2218'AHEAD FOR 0.45 MILE TO TOWER AS DESCRIBED.
 PE2218
 PE2218                          STATION RECOVERY (1984)
 PE2218
 PE2218'RECOVERY NOTE BY US POWER SQUADRON 1984 (ELG)
 PE2218'STATION FOUND GOOD.
 PE2218'
 PE2218'STATION IS AN ABANDONED FAA NAVIGATIONAL AID.  THE CENTRAL TOWER
 PE2218'(THE STATION) IS STANDING INTACT BUT UNUSED AND UNLIGHTED.  IT IS
 PE2218'IN GOOD CONDITION PAINTED WITH ALTERNATE BANDS OF RED AND WHITE.
 PE2218'THE FOUR SURROUNDING TOWERS HAVE BEEN DISMANTLED.  THE
 PE2218'ACCOMPANYING BUILDINGS HAVE BEEN BURNED.  THE 1963 DESCRIPTION ON
 PE2218'HOW TO REACH THE STATION IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1323 ***********************************************************************
 QG1323  DESIGNATION -  ROACH
 QG1323  PID         -  QG1323
 QG1323  STATE/COUNTY-  ME/PISCATAQUIS
 QG1323  USGS QUAD   -  FARRAR MOUNTAIN (1982)
 QG1323
 QG1323                         *CURRENT SURVEY CONTROL
 QG1323  ___________________________________________________________________
 QG1323* NAD 83(1996)-  45 40 24.93638(N)    069 19 20.09455(W)     ADJUSTED  
 QG1323* NAVD 88     -       389.0    (meters)    1276.     (feet)  VERTCON   
 QG1323  ___________________________________________________________________
 QG1323  LAPLACE CORR-           2.98  (seconds)                    DEFLEC99
 QG1323  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 QG1323
 QG1323  HORZ ORDER  -  THIRD
 QG1323
 QG1323.The horizontal coordinates were established by classical geodetic methods
 QG1323.and adjusted by the National Geodetic Survey in March 1998..
 QG1323
 QG1323.The NAVD 88 height was computed by applying the VERTCON shift value to
 QG1323.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QG1323
 QG1323.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1323
 QG1323.The geoid height was determined by GEOID03.
 QG1323
 QG1323;                    North         East     Units Scale Factor Converg.
 QG1323;SPC ME E     -   223,326.950   235,938.886   MT  0.99995044   -0 35 17.6
 QG1323;UTM  19      - 5,057,833.017   474,901.241   MT  0.99960774   -0 13 49.9
 QG1323
 QG1323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1323!SPC ME E     -   0.99994282  x   0.99995044  =   0.99989326
 QG1323!UTM  19      -   0.99994282  x   0.99960774  =   0.99955058
 QG1323
 QG1323|---------------------------------------------------------------------|
 QG1323| PID    Reference Object                     Distance      Geod. Az  |
 QG1323|                                                           dddmmss.s |
 QG1323| DA4539 ROACH RM 1                           12.850 METERS 21727     |
 QG1323| QG1325 NO 4 MTN LO                         APPROX. 9.4 KM 2245409.1 |
 QG1323| QG1322 1275                                 51.306 METERS 32558     |
 QG1323|---------------------------------------------------------------------|
 QG1323
 QG1323                          SUPERSEDED SURVEY CONTROL
 QG1323
 QG1323  NAD 83(1992)-  45 40 24.93545(N)    069 19 20.08647(W) AD(       ) 3
 QG1323  NAD 83(1986)-  45 40 24.93894(N)    069 19 20.09745(W) AD(       ) 3
 QG1323  NAD 27      -  45 40 24.78600(N)    069 19 21.91200(W) AD(       ) 3
 QG1323  NGVD 29 (07/19/86)  389.1    (m)         1277.     (f) VERT ANG       
 QG1323
 QG1323.Superseded values are not recommended for survey control.
 QG1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1323.See file dsdata.txt to determine how the superseded data were derived.
 QG1323
 QG1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL7490157833(NAD 83)
 QG1323_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QG1323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG1323
 QG1323  HISTORY     - Date     Condition        Report By
 QG1323  HISTORY     - 1955     MONUMENTED       CGS
 QG1323
 QG1323                          STATION DESCRIPTION
 QG1323
 QG1323'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 QG1323'THE STATION IS LOCATED ALONG THE SOUTH SIDE OF A GRAVEL ROAD
 QG1323'NEAR THE WEST END OF SECOND ROACH POND.  IT IS ABOUT 6 MILES
 QG1323'AIRLINE EAST OF KOKADJO AND 9 MILES AIRLINE NORTHEAST OF LILY BAY.
 QG1323'
 QG1323'TO REACH FROM THE U.S. POST OFFICE IN KOKADJO, GO EAST FOR 0.3
 QG1323'MILE TO A FORK.  TAKE RIGHT FORK AND GO EAST ON GRAVEL ROAD FOR
 QG1323'6.1 MILES TO THE ROACH POND CABINS ON THE LEFT AND THE STATION
 QG1323'ON THE RIGHT.
 QG1323'
 QG1323'THE STATION MARK IS A STANDARD DISK STAMPED ROACH 1955, SET IN
 QG1323'THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT THAT PROJECTS 4
 QG1323'INCHES.  IT IS 64 FEET SOUTH OF THE CENTER LINE OF THE GRAVEL
 QG1323'ROAD, 9 FEET SOUTHEAST OF A STANDARD WITNESS POST, AND 90 FEET
 QG1323'SOUTH-SOUTHEAST OF THE MOST SOUTHERLY ONE OF THE ROACH POND
 QG1323'CABINS.
 QG1323'
 QG1323'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED ROACH NO 1
 QG1323'1955, CEMENTED IN A DRILL HOLE IN A 2-FOOT-SQUARE BOULDER THAT
 QG1323'PROJECTS 1 FOOT.  IT IS 3 FEET NORTH OF A 20-INCH SPRUCE AND AT
 QG1323'THE SAME ELEVATION AS THE STATION.
 QG1323'
 QG1323'THE USGS BENCH MARK WILL SERVE AS REFERENCE MARK NUMBER TWO.  IT
 QG1323'IS A STANDARD USGS DISK STAMPED 1275 3W SM 1950, CEMENTED IN A
 QG1323'DRILL HOLE IN A 4 X 5-FOOT BOULDER THAT PROJECTS 3 FEET.  IT IS
 QG1323'LOCATED ON THE LAKE SHORE, 60 FEET WEST OF THE MOST SOUTHERLY
 QG1323'ONE OF THE ROACH POND CABINS, 4 FEET SOUTHWEST OF A 6-INCH BIRCH,
 QG1323'AND 4 FEET LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0510 ***********************************************************************
 SF0510  DESIGNATION -  ROAD
 SF0510  PID         -  SF0510
 SF0510  STATE/COUNTY-  ME/AROOSTOOK
 SF0510  USGS QUAD   -  ST JOHN (1985)
 SF0510
 SF0510                         *CURRENT SURVEY CONTROL
 SF0510  ___________________________________________________________________
 SF0510* NAD 83(1996)-  47 12 24.40272(N)    068 48 50.35941(W)     ADJUSTED  
 SF0510* NAVD 88     -       167.1    (meters)     548.     (feet)  VERTCON   
 SF0510  ___________________________________________________________________
 SF0510  LAPLACE CORR-           6.08  (seconds)                    DEFLEC99
 SF0510  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 SF0510
 SF0510  HORZ ORDER  -  SECOND
 SF0510
 SF0510.The horizontal coordinates were established by classical geodetic methods
 SF0510.and adjusted by the National Geodetic Survey in March 1998..
 SF0510
 SF0510.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0510
 SF0510.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0510
 SF0510.The geoid height was determined by GEOID03.
 SF0510
 SF0510;                    North         East     Units Scale Factor Converg.
 SF0510;SPC ME E     -   393,457.611   276,213.951   MT  0.99990695   -0 13 49.5
 SF0510;UTM  19      - 5,228,159.855   514,086.961   MT  0.99960244   +0 08 11.4
 SF0510
 SF0510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0510!SPC ME E     -   0.99997771  x   0.99990695  =   0.99988466
 SF0510!UTM  19      -   0.99997771  x   0.99960244  =   0.99958016
 SF0510
 SF0510:                Primary Azimuth Mark                     Grid Az
 SF0510:SPC ME E     -  REFERENCE MON 168A 77                    027 20 26.4
 SF0510:UTM  19      -  REFERENCE MON 168A 77                    026 58 25.5
 SF0510
 SF0510|---------------------------------------------------------------------|
 SF0510| PID    Reference Object                     Distance      Geod. Az  |
 SF0510|                                                           dddmmss.s |
 SF0510| SF0507 REFERENCE MON 168A 77               401.986 METERS 0270636.9 |
 SF0510| SF0509 REFERENCE MON S 105 77               97.591 METERS 14842     |
 SF0510| SF0513 REFERENCE MON 169                   APPROX. 1.0 KM 2561049.3 |
 SF0510|---------------------------------------------------------------------|
 SF0510
 SF0510                          SUPERSEDED SURVEY CONTROL
 SF0510
 SF0510  NAD 83(1992)-  47 12 24.39528(N)    068 48 50.35525(W) AD(       ) 2
 SF0510  NAD 83(1986)-  47 12 24.40331(N)    068 48 50.35094(W) AD(       ) 2
 SF0510  NAD 27      -  47 12 24.26766(N)    068 48 52.16928(W) AD(       ) 2
 SF0510  NGVD 29 (07/19/86)  167.2    (m)          549.     (f) VERT ANG       
 SF0510
 SF0510.Superseded values are not recommended for survey control.
 SF0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0510.See file dsdata.txt to determine how the superseded data were derived.
 SF0510
 SF0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN1408728160(NAD 83)
 SF0510_MARKER: DH = HORIZONTAL CONTROL DISK
 SF0510_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 SF0510+WITH SETTING: INFORMATION.
 SF0510_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0510
 SF0510  HISTORY     - Date     Condition        Report By
 SF0510  HISTORY     - 1977     MONUMENTED       IBC
 SF0510
 SF0510                          STATION DESCRIPTION
 SF0510
 SF0510'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1977 (CRM)
 SF0510'THE STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF ST. FRANCIS, MAINE
 SF0510'AND ON RAILROAD RIGHT-OF-WAY.
 SF0510'
 SF0510'TO REACH FROM THE CATHOLIC CHURCH IN ST. FRANCIS, GO NORTHEAST ON
 SF0510'STATE HIGHWAY 161 FOR 4.4 MILES TO A RAILROAD CROSSING.  CONTINUE
 SF0510'NORTHEAST ON THE HIGHWAY FOR 0.8 MILE TO A SIDE ROAD RIGHT AND THE
 SF0510'STATION ON THE LEFT.
 SF0510'
 SF0510'THE STATION MARK, STAMPED ---ROAD--- IS A BRASS CAP RIVETED TO A
 SF0510'COPPER-COATED STEEL ROD THAT IS 3 FEET LONG AND DRIVEN FLUSH WITH THE
 SF0510'GROUND.  IT IS 1.7 METERS SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 SF0510'RAILROAD TRACK.
 SF0510'
 SF0510'REFERENCE MARKS WERE NOT ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1712 ***********************************************************************
 PE1712  DESIGNATION -  ROAD
 PE1712  PID         -  PE1712
 PE1712  STATE/COUNTY-  ME/HANCOCK
 PE1712  USGS QUAD   -  SULLIVAN (1982)
 PE1712
 PE1712                         *CURRENT SURVEY CONTROL
 PE1712  ___________________________________________________________________
 PE1712* NAD 83(1996)-  44 35 49.58017(N)    068 13 10.77402(W)     ADJUSTED  
 PE1712* NAVD 88     -        79.     (meters)     259.     (feet)  SCALED    
 PE1712  ___________________________________________________________________
 PE1712  LAPLACE CORR-           4.23  (seconds)                    DEFLEC99
 PE1712  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 PE1712
 PE1712  HORZ ORDER  -  THIRD
 PE1712
 PE1712.The horizontal coordinates were established by classical geodetic methods
 PE1712.and adjusted by the National Geodetic Survey in March 1998..
 PE1712
 PE1712.The orthometric height was scaled from a topographic map.
 PE1712
 PE1712.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1712
 PE1712.The geoid height was determined by GEOID03.
 PE1712
 PE1712;                    North         East     Units Scale Factor Converg.
 PE1712;SPC ME E     -   103,413.444   322,256.099   MT  0.99990609   +0 11 48.6
 PE1712;UTM  19      - 4,938,491.648   561,932.293   MT  0.99964717   +0 32 52.5
 PE1712
 PE1712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1712!SPC ME E     -   0.99999145  x   0.99990609  =   0.99989754
 PE1712!UTM  19      -   0.99999145  x   0.99964717  =   0.99963863
 PE1712
 PE1712:                Primary Azimuth Mark                     Grid Az
 PE1712:SPC ME E     -  PEAK                                     147 23 35.9
 PE1712:UTM  19      -  PEAK                                     147 02 32.0
 PE1712
 PE1712|---------------------------------------------------------------------|
 PE1712| PID    Reference Object                     Distance      Geod. Az  |
 PE1712|                                                           dddmmss.s |
 PE1712| PE1713 PEAK                                APPROX. 1.4 KM 1473524.5 |
 PE1712|---------------------------------------------------------------------|
 PE1712
 PE1712                          SUPERSEDED SURVEY CONTROL
 PE1712
 PE1712  NAD 83(1992)-  44 35 49.57313(N)    068 13 10.77831(W) AD(       ) 3
 PE1712  NAD 83(1986)-  44 35 49.57129(N)    068 13 10.78140(W) AD(       ) 3
 PE1712  NAD 27      -  44 35 49.29000(N)    068 13 12.74000(W) AD(       ) 3
 PE1712
 PE1712.Superseded values are not recommended for survey control.
 PE1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1712.See file dsdata.txt to determine how the superseded data were derived.
 PE1712
 PE1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK6193238492(NAD 83)
 PE1712
 PE1712  HISTORY     - Date     Condition        Report By
 PE1712  HISTORY     - UNK      MONUMENTED
 PE1712  HISTORY     - 1933     SEE DESCRIPTION  MEGS
 PE1712  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE1712  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE1712
 PE1712                          STATION DESCRIPTION
 PE1712
 PE1712'DESCRIBED BY MAINE GEODETIC SURVEY 1933
 PE1712'ACCORDING TO THE PLOTTED POSITION OF THIS STATION ON THE
 PE1712'U.S.G.S. TUNK LAKE SHEET, IT WAS IN WHAT IS NOW A BLUEBERRY
 PE1712'FIELD, ABOUT A MILE NE OF THE VILLAGE OF FRANKLIN AND CLOSE
 PE1712'TO A ROAD WHICH RUNS FROM HIGHWAY 182 TO GEORGES POND AND
 PE1712'EASTBROOK.  IN THE ABSENCE OF ANY DESCRIPTION I DID NOT MAKE
 PE1712'A CAREFUL SEARCH FOR IT AND I CANNOT SAY WHETHER OR NOT IT
 PE1712'STILL EXISTS.
 PE1712
 PE1712                          STATION RECOVERY (1934)
 PE1712
 PE1712'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1712'STATION HAS BEEN SEARCHED FOR BY H.S. SHAW IN 1933 AS
 PE1712'DESCRIBED.  IT SHOULD BE CONSIDERED AS LOST.
 PE1712
 PE1712                          STATION RECOVERY (1944)
 PE1712
 PE1712'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1712'KNOLL WAS THOROUGHLY SEARCHED FOR BUT NO EVIDENCE OF THE
 PE1712'STATION WAS FOUND.  STATION SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1074 ***********************************************************************
 QF1074  DESIGNATION -  ROAD IBC
 QF1074  PID         -  QF1074
 QF1074  STATE/COUNTY-  ME/WASHINGTON
 QF1074  USGS QUAD   -  KELLEYLAND (1988)
 QF1074
 QF1074                         *CURRENT SURVEY CONTROL
 QF1074  ___________________________________________________________________
 QF1074* NAD 83(1996)-  45 22 24.09263(N)    067 25 26.29789(W)     ADJUSTED  
 QF1074* NAVD 88     -        67.     (meters)     220.     (feet)  SCALED    
 QF1074  ___________________________________________________________________
 QF1074  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 QF1074  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 QF1074
 QF1074  HORZ ORDER  -  THIRD
 QF1074
 QF1074.The horizontal coordinates were established by classical geodetic methods
 QF1074.and adjusted by the National Geodetic Survey in March 1998..
 QF1074
 QF1074.The orthometric height was scaled from a topographic map.
 QF1074
 QF1074.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1074
 QF1074.The geoid height was determined by GEOID03.
 QF1074
 QF1074;                    North         East     Units Scale Factor Converg.
 QF1074;SPC ME E     -   190,196.063   384,280.137   MT  0.99998731   +0 45 57.1
 QF1074;UTM  19      - 5,025,635.307   623,405.604   MT  0.99978724   +1 07 18.5
 QF1074
 QF1074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1074!SPC ME E     -   0.99999323  x   0.99998731  =   0.99998054
 QF1074!UTM  19      -   0.99999323  x   0.99978724  =   0.99978047
 QF1074
 QF1074                          SUPERSEDED SURVEY CONTROL
 QF1074
 QF1074  NAD 83(1992)-  45 22 24.09023(N)    067 25 26.29746(W) AD(       ) 3
 QF1074  NAD 83(1986)-  45 22 24.09416(N)    067 25 26.30546(W) AD(       ) 3
 QF1074  NAD 27      -  45 22 23.83200(N)    067 25 28.29500(W) AD(       ) 3
 QF1074
 QF1074.Superseded values are not recommended for survey control.
 QF1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1074.See file dsdata.txt to determine how the superseded data were derived.
 QF1074
 QF1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2340625635(NAD 83)
 QF1074_MARKER: X = CHISELED CROSS
 QF1074_SETTING: 80 = SET IN A BOULDER
 QF1074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1074+STABILITY: SURFACE MOTION
 QF1074
 QF1074  HISTORY     - Date     Condition        Report By
 QF1074  HISTORY     - 1910     MONUMENTED       IBC
 QF1074
 QF1074                          STATION DESCRIPTION
 QF1074
 QF1074'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (AJB)
 QF1074'ON THE W SIDE OF THE ST CROIX RIVER, NEARLY OPPOSITE, BUT A LITTLE
 QF1074'ABOVE, THE MOUTH OF THE GUZZLE.
 QF1074'
 QF1074'STATION MARK IS THE CENTER OF A CROSS CUT IN A ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1832 ***********************************************************************
 QF1832  DESIGNATION -  ROAD IBC
 QF1832  PID         -  QF1832
 QF1832  STATE/COUNTY-  ME/AROOSTOOK
 QF1832  USGS QUAD   -  NORTH AMITY (1989)
 QF1832
 QF1832                         *CURRENT SURVEY CONTROL
 QF1832  ___________________________________________________________________
 QF1832* NAD 83(1996)-  45 53 03.21374(N)    067 47 59.49078(W)     ADJUSTED  
 QF1832* NAVD 88     -       133.     (meters)     436.     (feet)  SCALED    
 QF1832  ___________________________________________________________________
 QF1832  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 QF1832  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 QF1832
 QF1832  HORZ ORDER  -  THIRD
 QF1832
 QF1832.The horizontal coordinates were established by classical geodetic methods
 QF1832.and adjusted by the National Geodetic Survey in March 1998..
 QF1832
 QF1832.The orthometric height was scaled from a topographic map.
 QF1832
 QF1832.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1832
 QF1832.The geoid height was determined by GEOID03.
 QF1832
 QF1832;                    North         East     Units Scale Factor Converg.
 QF1832;SPC ME E     -   246,645.326   354,342.796   MT  0.99993629   +0 30 09.6
 QF1832;UTM  19      - 5,081,884.593   593,123.157   MT  0.99970661   +0 51 42.1
 QF1832
 QF1832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1832!SPC ME E     -   0.99998288  x   0.99993629  =   0.99991917
 QF1832!UTM  19      -   0.99998288  x   0.99970661  =   0.99968950
 QF1832
 QF1832                          SUPERSEDED SURVEY CONTROL
 QF1832
 QF1832  NAD 83(1992)-  45 53 03.21072(N)    067 47 59.48816(W) AD(       ) 3
 QF1832  NAD 83(1986)-  45 53 02.92959(N)    067 47 58.48793(W) AD(       ) 3
 QF1832  NAD 27      -  45 53 03.10603(N)    067 48 01.61436(W) AD(       ) 3
 QF1832
 QF1832.Superseded values are not recommended for survey control.
 QF1832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1832.See file dsdata.txt to determine how the superseded data were derived.
 QF1832
 QF1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9312381885(NAD 83)
 QF1832_MARKER: DD = SURVEY DISK
 QF1832_SETTING: 0 = UNSPECIFIED SETTING
 QF1832_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QF1832
 QF1832  HISTORY     - Date     Condition        Report By
 QF1832  HISTORY     - 1912     MONUMENTED       IBC
 QF1832  HISTORY     - 1946     GOOD             IBC
 QF1832  HISTORY     - 1972     GOOD             IBC
 QF1832
 QF1832                          STATION DESCRIPTION
 QF1832
 QF1832'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (JEM)
 QF1832'ON MONUMENT BROOK, ABOUT 1.3 MILES ABOVE THE MOUTH OF GREENLEAF
 QF1832'BROOK, AT THE RIVER END OF A WOOD ROAD THAT EXTENDS TO THE TOWN OF
 QF1832'AMITY.  THE STATION IS ON THE N BANK, 1.6 METERS FROM THE WATERS
 QF1832'EDGE.
 QF1832'
 QF1832'STATION MARK IS A BRONZE DISK SET IN THE TOP OF A GRANITE POST
 QF1832'WHICH IS 8 INCHES SQUARE AND 2-1/2 FEET LONG AND IS SET IN A CONCRETE
 QF1832'FOUNDATION.
 QF1832
 QF1832                          STATION RECOVERY (1946)
 QF1832
 QF1832'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF1832'POST PROJECTS ABOUT 8 INCHES ABOUT GROUND.
 QF1832
 QF1832                          STATION RECOVERY (1972)
 QF1832
 QF1832'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1832'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0308 ***********************************************************************
 QF0308  DESIGNATION -  ROB
 QF0308  PID         -  QF0308
 QF0308  STATE/COUNTY-  ME/WASHINGTON
 QF0308  USGS QUAD   -  ROBBINSTON (1977)
 QF0308
 QF0308                         *CURRENT SURVEY CONTROL
 QF0308  ___________________________________________________________________
 QF0308* NAD 83(1996)-  45 04 43.43656(N)    067 06 27.59210(W)     ADJUSTED  
 QF0308* NAVD 88     -        10.956  (meters)      35.94   (feet)  ADJUSTED  
 QF0308  ___________________________________________________________________
 QF0308  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 QF0308  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 QF0308  DYNAMIC HT  -          10.956 (meters)      35.94  (feet)  COMP
 QF0308  MODELED GRAV-     980,623.3   (mgal)                       NAVD 88
 QF0308
 QF0308  HORZ ORDER  -  THIRD
 QF0308  VERT ORDER  -  FIRST     CLASS II
 QF0308
 QF0308.The horizontal coordinates were established by classical geodetic methods
 QF0308.and adjusted by the National Geodetic Survey in March 1998..
 QF0308
 QF0308.The orthometric height was determined by differential leveling
 QF0308.and adjusted by the National Geodetic Survey in June 1991..
 QF0308
 QF0308.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0308
 QF0308.The geoid height was determined by GEOID03.
 QF0308
 QF0308.The dynamic height is computed by dividing the NAVD 88
 QF0308.geopotential number by the normal gravity value computed on the
 QF0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0308.degrees latitude (g = 980.6199 gals.).
 QF0308
 QF0308.The modeled gravity was interpolated from observed gravity values.
 QF0308
 QF0308;                    North         East     Units Scale Factor Converg.
 QF0308;SPC ME E     -   157,835.578   409,619.822   MT  1.00004771   +0 59 09.5
 QF0308;UTM  19      - 4,993,438.512   648,940.553   MT  0.99987277   +1 20 24.6
 QF0308
 QF0308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0308!SPC ME E     -   1.00000186  x   1.00004771  =   1.00004957
 QF0308!UTM  19      -   1.00000186  x   0.99987277  =   0.99987463
 QF0308
 QF0308|---------------------------------------------------------------------|
 QF0308| PID    Reference Object                     Distance      Geod. Az  |
 QF0308|                                                           dddmmss.s |
 QF0308| CE9505 ROB RM 1                             15.663 METERS 21448     |
 QF0308| CE9506 ROB RM 2                             30.373 METERS 24428     |
 QF0308| QF0309 PIKE                                APPROX. 1.0 KM 3462519.1 |
 QF0308|---------------------------------------------------------------------|
 QF0308
 QF0308                          SUPERSEDED SURVEY CONTROL
 QF0308
 QF0308  NAD 83(1992)-  45 04 43.42960(N)    067 06 27.59145(W) AD(       ) 3
 QF0308  NAD 83(1986)-  45 04 43.42951(N)    067 06 27.59417(W) AD(       ) 3
 QF0308  NAD 27      -  45 04 43.15300(N)    067 06 29.64300(W) AD(       ) 3
 QF0308
 QF0308.Superseded values are not recommended for survey control.
 QF0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0308.See file dsdata.txt to determine how the superseded data were derived.
 QF0308
 QF0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK4894193439(NAD 83)
 QF0308_MARKER: DS = TRIANGULATION STATION DISK
 QF0308_SETTING: 66 = SET IN ROCK OUTCROP
 QF0308_SP_SET: OUTCROP
 QF0308_STAMPING: ROB 1946
 QF0308_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0308+STABILITY: POSITION/ELEVATION WELL
 QF0308
 QF0308  HISTORY     - Date     Condition        Report By
 QF0308  HISTORY     - 1946     MONUMENTED       IBC
 QF0308  HISTORY     - 1978     GOOD             NGS
 QF0308
 QF0308                          STATION DESCRIPTION
 QF0308
 QF0308'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF0308'IN ROBBINSTON, ME, ON A RIDGE OPPOSITE THE POST OFFICE, AND 3/4
 QF0308'MILE ABOVE LIBERTY POINT.  THE STATION IS ABOUT 100 FEET W OF THE
 QF0308'RUINS OF THE OLD FACTORY, 60 FEET E OF THE HIGHEST POINT OF THE
 QF0308'RIDGE, AND ABOUT ON LINE WITH THE SUMMIT OF RIDGE AND THE HOUSE
 QF0308'ACROSS THE STREET FROM THE POST OFFICE.  IT IS ABOUT MIDWAY BETWEEN
 QF0308'THE MAIN ROAD AND THE RIVER, ON ONE OF NUMEROUS OUTCROPPING
 QF0308'SANDSTONE ROCKS FORMING PART OF THE LEDGE UNDERLYING THE RIDGE.
 QF0308'
 QF0308'STATION MARK IS AN IBC BRONZE STATION DISK CEMENTED IN A DRILL HOLE
 QF0308'IN THE LEDGE.  THE REFERENCES ARE DRILL HOLES IN LEDGE ROCK TOWARD
 QF0308'ROAD FROM STATION.  RM 1 IS IN THE SOUTHERLY SIDE OF THE HIGHER
 QF0308'POINT OF THE RIDGE AND RM 2 IS ON THE NORTHERLY SIDE OF THE SAME
 QF0308'RIDGE.
 QF0308
 QF0308                          STATION RECOVERY (1978)
 QF0308
 QF0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QF0308'ROBBINSTON.
 QF0308'AT ROBBINSTON, ON A RIDGE OPPOSITE THE POST OFFICE, 0.75 MILES
 QF0308'ABOVE LIBERTY POINT, 100 FEET SOUTHEAST OF THE RUINS OF AN OLD
 QF0308'FACTORY, 60 FEET EAST OF THE HIGHEST POINT OF RIDGE, IN THE TOP OF
 QF0308'A NUMEROUS OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0659 ***********************************************************************
 QF0659  DESIGNATION -  ROBBINSTON SPIRE
 QF0659  PID         -  QF0659
 QF0659  STATE/COUNTY-  ME/WASHINGTON
 QF0659  USGS QUAD   -  ROBBINSTON (1977)
 QF0659
 QF0659                         *CURRENT SURVEY CONTROL
 QF0659  ___________________________________________________________________
 QF0659* NAD 83(1996)-  45 05 03.52486(N)    067 06 41.63198(W)     ADJUSTED  
 QF0659* NAVD 88     -                                                        
 QF0659  ___________________________________________________________________
 QF0659  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 QF0659  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 QF0659
 QF0659  HORZ ORDER  -  THIRD
 QF0659
 QF0659.The horizontal coordinates were established by classical geodetic methods
 QF0659.and adjusted by the National Geodetic Survey in March 1998..
 QF0659
 QF0659
 QF0659.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0659
 QF0659.The geoid height was determined by GEOID03.
 QF0659
 QF0659;                    North         East     Units Scale Factor Converg.
 QF0659;SPC ME E     -   158,450.372   409,302.132   MT  1.00004686   +0 58 59.9
 QF0659;UTM  19      - 4,994,051.223   648,619.124   MT  0.99987159   +1 20 15.1
 QF0659
 QF0659                          SUPERSEDED SURVEY CONTROL
 QF0659
 QF0659  NAD 83(1992)-  45 05 03.51838(N)    067 06 41.63125(W) AD(       ) 4
 QF0659  NAD 83(1986)-  45 05 03.51972(N)    067 06 41.63355(W) AD(       ) 4
 QF0659  NAD 27      -  45 05 03.24000(N)    067 06 43.69000(W) AD(       ) 3
 QF0659
 QF0659.Superseded values are not recommended for survey control.
 QF0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0659.See file dsdata.txt to determine how the superseded data were derived.
 QF0659
 QF0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK4861994051(NAD 83)
 QF0659
 QF0659  HISTORY     - Date     Condition        Report By
 QF0659  HISTORY     - UNK      MONUMENTED
 QF0659  HISTORY     - 1949     SEE DESCRIPTION  CGS
 QF0659
 QF0659                          STATION DESCRIPTION
 QF0659
 QF0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (ERM)
 QF0659'STATION DESTROYED.  SPIRE REBUILT SINCE 1887.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0657 ***********************************************************************
 QF0657  DESIGNATION -  ROBBINSTON YELLOW HOUSE CHIM
 QF0657  PID         -  QF0657
 QF0657  STATE/COUNTY-  ME/WASHINGTON
 QF0657  USGS QUAD   -  ROBBINSTON (1977)
 QF0657
 QF0657                         *CURRENT SURVEY CONTROL
 QF0657  ___________________________________________________________________
 QF0657* NAD 83(1996)-  45 03 26.39545(N)    067 07 13.41119(W)     ADJUSTED  
 QF0657* NAVD 88     -                                                        
 QF0657  ___________________________________________________________________
 QF0657  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 QF0657  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 QF0657
 QF0657  HORZ ORDER  -  THIRD
 QF0657
 QF0657.The horizontal coordinates were established by classical geodetic methods
 QF0657.and adjusted by the National Geodetic Survey in March 1998..
 QF0657
 QF0657
 QF0657.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0657
 QF0657.The geoid height was determined by GEOID03.
 QF0657
 QF0657;                    North         East     Units Scale Factor Converg.
 QF0657;SPC ME E     -   155,440.367   408,658.318   MT  1.00004513   +0 58 35.8
 QF0657;UTM  19      - 4,991,037.825   647,994.036   MT  0.99986932   +1 19 50.4
 QF0657
 QF0657                          SUPERSEDED SURVEY CONTROL
 QF0657
 QF0657  NAD 83(1992)-  45 03 26.38809(N)    067 07 13.41056(W) AD(       ) 4
 QF0657  NAD 83(1986)-  45 03 26.38799(N)    067 07 13.41229(W) AD(       ) 4
 QF0657  NAD 27      -  45 03 26.12000(N)    067 07 15.47000(W) AD(       ) 3
 QF0657
 QF0657.Superseded values are not recommended for survey control.
 QF0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0657.See file dsdata.txt to determine how the superseded data were derived.
 QF0657
 QF0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK4799491038(NAD 83)
 QF0657
 QF0657  HISTORY     - Date     Condition        Report By
 QF0657  HISTORY     - UNK      MONUMENTED
 QF0657  HISTORY     - 1949     SEE DESCRIPTION  CGS
 QF0657
 QF0657                          STATION DESCRIPTION
 QF0657
 QF0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (ERM)
 QF0657'STATION DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2681 ***********************************************************************
 OC2681  DESIGNATION -  ROBERTS
 OC2681  PID         -  OC2681
 OC2681  STATE/COUNTY-  ME/YORK
 OC2681  USGS QUAD   -  WATERBORO (1983)
 OC2681
 OC2681                         *CURRENT SURVEY CONTROL
 OC2681  ___________________________________________________________________
 OC2681* NAD 83(1996)-  43 35 57.32650(N)    070 41 50.49572(W)     ADJUSTED  
 OC2681* NAVD 88     -       124.5    (meters)     408.     (feet)  VERTCON   
 OC2681  ___________________________________________________________________
 OC2681  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 OC2681  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 OC2681
 OC2681  HORZ ORDER  -  SECOND
 OC2681
 OC2681.The horizontal coordinates were established by classical geodetic methods
 OC2681.and adjusted by the National Geodetic Survey in March 1998..
 OC2681
 OC2681.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2681
 OC2681.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2681
 OC2681.The geoid height was determined by GEOID03.
 OC2681
 OC2681;                    North         East     Units Scale Factor Converg.
 OC2681;SPC ME W     -    85,225.838   857,151.065   MT  0.99998924   -0 21 57.5
 OC2681;UTM  19      - 4,828,764.407   363,002.061   MT  0.99983086   -1 10 14.5
 OC2681
 OC2681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2681!SPC ME W     -   0.99998467  x   0.99998924  =   0.99997391
 OC2681!UTM  19      -   0.99998467  x   0.99983086  =   0.99981553
 OC2681
 OC2681|---------------------------------------------------------------------|
 OC2681| PID    Reference Object                     Distance      Geod. Az  |
 OC2681|                                                           dddmmss.s |
 OC2681| OC2680 ROBERTS AZ MK A PT                  205.701 METERS 00502     |
 OC2681| OC2679 ROBERTS AZ MK                       216.001 METERS 00656     |
 OC2681| CE8414 ROBERTS RM 1                         12.870 METERS 19709     |
 OC2681| OC2687 OSSIPEE LOT                         APPROX. 3.6 KM 2491840.0 |
 OC2681| CE8415 ROBERTS RM 2                         20.038 METERS 30038     |
 OC2681|---------------------------------------------------------------------|
 OC2681
 OC2681                          SUPERSEDED SURVEY CONTROL
 OC2681
 OC2681  NAD 83(1992)-  43 35 57.32500(N)    070 41 50.49719(W) AD(       ) 2
 OC2681  NAD 83(1986)-  43 35 57.33180(N)    070 41 50.50310(W) AD(       ) 2
 OC2681  NAD 27      -  43 35 57.04491(N)    070 41 52.29578(W) AD(       ) 2
 OC2681  NGVD 29 (07/19/86)  124.7    (m)          409.     (f) VERT ANG       
 OC2681
 OC2681.Superseded values are not recommended for survey control.
 OC2681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2681.See file dsdata.txt to determine how the superseded data were derived.
 OC2681
 OC2681_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ6300228764(NAD 83)
 OC2681_MARKER: DS = TRIANGULATION STATION DISK
 OC2681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC2681_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC2681_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OC2681+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2005
 OC2681
 OC2681  HISTORY     - Date     Condition        Report By
 OC2681  HISTORY     - 1976     MONUMENTED       NGS
 OC2681  HISTORY     - 20050722 GOOD             GEOCAC
 OC2681
 OC2681                          STATION DESCRIPTION
 OC2681
 OC2681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2681'THE STATION IS LOCATED ABOUT 5.5 MILES WEST OF HOLLIS
 OC2681'CENTER, 4.25 MILES NORTH-NORTHEAST OF WATERBORO AND 2 MILES
 OC2681'NORTH-NORTHWEST OF EAST WATERBORO.
 OC2681'
 OC2681'TO REACH THE STATION FROM THE POST OFFICE IN WATERBORO,
 OC2681'PROCEED NORTHERLY ROUTES 4 AND 202 FOR 2.1 MILES TO A
 OC2681'SIDE ROAD ON THE LEFT. TURN LEFT, AND GO NORTHERLY FOR 2.0
 OC2681'MILES TO A FORK IN THE ROAD.  BEAR RIGHT, PROCEED ABOUT 100
 OC2681'FEET TO THE JUNCTION WITH ROUTE 5 AT WATERBORO CENTER, CROSSES
 OC2681'ROUTE 5 AND PROCEED NORTHEASTERLY ON TOWN ROUTE ROAD
 OC2681'FOR 0.95 MILE TO ROBERTS ROAD ON THE RIGHT.  THIS INTERSECTION
 OC2681'FORMS A TRIANGLE AND THE STATION MARK IS IN THIS TRIANGLE.
 OC2681'
 OC2681'THE STATION MARKS ARE STANDARD DISKS STAMPED--ROBERTS 1976--,
 OC2681'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OC2681'CONCRETE MONUMENT WHICH PROJECTS 1 INCH ABOVE THE GROUND SURFACE.
 OC2681'IT IS 37.0 FEET EAST OF TOWN HOUSE ROAD, 35.0 FEET SOUTHEAST
 OC2681'OF POWER POLE NUMBER 283 AND 3.5 FEET WEST OF A METAL WITNESS POST
 OC2681'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 OC2681'CONCRETE ABOUT 48 INCHES BELOW THE GROUND SURFACE.
 OC2681'
 OC2681'REFERENCE MARK 1 IS A STANDARD DISK STAMPED--ROBERTS NO 1
 OC2681'1976--SET IN TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OC2681'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 34.0 FEET EAST
 OC2681'OF TOWN HOUSE ROAD,  43.5 FEET NORTHEAST OF POWER POLE NUMBER
 OC2681'284 AND 3.8 FEET WEST OF A METAL WITNESS POST.
 OC2681'
 OC2681'REFERENCE MARK 2 IS A STANDARD DISK STAMPED--ROBERTS NO 2
 OC2681'1976--SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OC2681'MONUMENT WHICH PROJECTS 2-INCHES ABOVE THE GROUND SURFACE.
 OC2681'IT IS 25.5 FEET WEST OF THE CENTERLINE OF TOWN HOUSE ROAD
 OC2681'13.5 FEET NORTH OF A LONE TREE AND 4.0 FEET NORTH OF A
 OC2681'METAL WITNESS POST.
 OC2681'
 OC2681'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK
 OC2681'STAMPED--ROBERTS AZ 1976--SET IN THE TOP OF A 12-INCH
 OC2681'CYLINDRICAL CONCRETE POST WHICH PROJECTS 1 INCH ABOVE THE
 OC2681'GROUND SURFACE.  IT IS 22.5 FEET WEST OF THE CENTERLINE
 OC2681'OF TOWN HOUSE ROAD, 45.5 FEET SOUTHWEST OF POWER POLE
 OC2681'NUMBER 273, 7.5 FEET EAST OF A STONE WALL AND 2.0 FEET
 OC2681'WEST-NORTHWEST OF A METAL WITNESS POST.
 OC2681'
 OC2681'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED NOTHERLY
 OC2681'ON THE TOWN HOUSE ROAD FOR 0.15 MILE TO THE AZIMUTH MARK
 OC2681'ON THE LEFT.
 OC2681
 OC2681                          STATION RECOVERY (2005)
 OC2681
 OC2681'RECOVERY NOTE BY GEOCACHING 2005 (JKS)
 OC2681'ROBERTS 1976, MAIN STATION, RECOVERED IN GOOD CONDITION AT THE
 OC2681'DESCRIBED LOCATION MINUS THE WITNESS POST. THERE ARE OBVIOUS SIGNS
 OC2681'THAT THIS MARK IS TO BE DESTROYED VERY SOON IN A ROAD WIDENING
 OC2681'PROJECT.
 OC2681' 
 OC2681'ROBERTS 1976 RM NO.1, RECOVERED IN POOR CONDITION AT THE DESCRIBED
 OC2681'LOCATION MINUS THE WITNESS POST. IT IS HEAVILY PITTED AND DISTORTED.
 OC2681'ALMOST NOTHING CAN BE READ ON IT AND EVEN THE POINTING ARROW IS BENT.
 OC2681' 
 OC2681' 
 OC2681'ROBERTS 1976 RM NO.2, WAS NOT RECOVERED. DUE TO NEW HOME CONSTRUCTION,
 OC2681'IT APPEARS TO HAVE BEEN BURIED UNDER A PILE OR STONES, ROCKS AND
 OC2681'METAL.
 OC2681' 
 OC2681'ROBERTS AZ MK, WAS NOT RECOVERED. IT APPEARS THAT A ROAD WIDENING
 OC2681'PROJECT AND HEAVY, DEEP, DITCHING HAVE PROBABLY DESTROYED THIS MARK.
 OC2681' 
 OC2681'SUBMITTED BY J.K. SNYDER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1578 ***********************************************************************
 QF1578  DESIGNATION -  ROBERTSON IBC
 QF1578  PID         -  QF1578
 QF1578  STATE/COUNTY-  ME/WASHINGTON
 QF1578  USGS QUAD   -  LAMBERT LAKE (1988)
 QF1578
 QF1578                         *CURRENT SURVEY CONTROL
 QF1578  ___________________________________________________________________
 QF1578* NAD 83(1996)-  45 36 13.66370(N)    067 35 28.17767(W)     ADJUSTED  
 QF1578* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 QF1578  ___________________________________________________________________
 QF1578  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 QF1578  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 QF1578
 QF1578  HORZ ORDER  -  THIRD
 QF1578
 QF1578.The horizontal coordinates were established by classical geodetic methods
 QF1578.and adjusted by the National Geodetic Survey in March 1998..
 QF1578
 QF1578.The orthometric height was scaled from a topographic map.
 QF1578
 QF1578.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1578
 QF1578.The geoid height was determined by GEOID03.
 QF1578
 QF1578;                    North         East     Units Scale Factor Converg.
 QF1578;SPC ME E     -   215,643.014   370,895.358   MT  0.99996177   +0 38 57.9
 QF1578;UTM  19      - 5,050,993.207   609,865.489   MT  0.99974840   +1 00 24.3
 QF1578
 QF1578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1578!SPC ME E     -   0.99998541  x   0.99996177  =   0.99994718
 QF1578!UTM  19      -   0.99998541  x   0.99974840  =   0.99973382
 QF1578
 QF1578:                Primary Azimuth Mark                     Grid Az
 QF1578:SPC ME E     -  FOG IBC                                  036 34 14.4
 QF1578:UTM  19      -  FOG IBC                                  036 12 48.0
 QF1578
 QF1578|---------------------------------------------------------------------|
 QF1578| PID    Reference Object                     Distance      Geod. Az  |
 QF1578|                                                           dddmmss.s |
 QF1578| QF1576 FOG IBC                             APPROX. 0.8 KM 0371312.3 |
 QF1578| QF1579 REFERENCE MON 97=ROBERTSON 2         69.405 METERS 26822     |
 QF1578| QF1581 WINDY IBC                           367.573 METERS 28937     |
 QF1578|---------------------------------------------------------------------|
 QF1578
 QF1578                          SUPERSEDED SURVEY CONTROL
 QF1578
 QF1578  NAD 83(1992)-  45 36 13.66000(N)    067 35 28.17502(W) AD(       ) 3
 QF1578  NAD 83(1986)-  45 36 13.66323(N)    067 35 28.18631(W) AD(       ) 3
 QF1578  NAD 27      -  45 36 13.42700(N)    067 35 30.15900(W) AD(       ) 3
 QF1578
 QF1578.Superseded values are not recommended for survey control.
 QF1578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1578.See file dsdata.txt to determine how the superseded data were derived.
 QF1578
 QF1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL0986550993(NAD 83)
 QF1578_MARKER: DD = SURVEY DISK
 QF1578_SETTING: 80 = SET IN A BOULDER
 QF1578_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF1578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1578+STABILITY: SURFACE MOTION
 QF1578
 QF1578  HISTORY     - Date     Condition        Report By
 QF1578  HISTORY     - 1912     MONUMENTED       IBC
 QF1578  HISTORY     - 1972     GOOD             IBC
 QF1578
 QF1578                          STATION DESCRIPTION
 QF1578
 QF1578'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (AJB)
 QF1578'ON THE W SHORE OF SPEDNIK LAKE, NEAR THE---FIVE ISLANDS---.  IT IS ON
 QF1578'THE MOST NORTHERLY AND EASTERLY POINT OF THE SQUARE HEADLAND THAT
 QF1578'LIES JUST E OF ROBERTSON COVE, ON A SLOPING TRIANGULAR ROCK ABOUT 3
 QF1578'METERS ON A SIDE AND 1.5 METERS HIGH ON SE CORNER, 0.7 METER ON W
 QF1578'SIDE, AND IS N 88 DEGREES 25 MINUTES E, 69.4 METERS FROM REFERENCE
 QF1578'MONUMENT 97.  THE STATION IS ON THE LOW - WATER LINE, 60 FEET
 QF1578'OUTSIDE THE TIMBER AND HIGH - WATER LINE, AND PROBABLY COVERED A
 QF1578'LITTLE BY HIGH WATER.
 QF1578'
 QF1578'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE IN THE ROCK.  TWO
 QF1578'HOLES ARE DRILLED IN THE STATION ROCK, THE UPPER ONE 1.72 METERS AND
 QF1578'THE LOWER ONE 1.87 METERS FROM THE STATION MARK.  A HOLE IS DRILLED
 QF1578'IN A ROCK 3.62 METERS LAKEWARD FROM THE STATION.
 QF1578
 QF1578                          STATION RECOVERY (1972)
 QF1578
 QF1578'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1578'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1165 ***********************************************************************
 PF1165  DESIGNATION -  ROBINSON
 PF1165  PID         -  PF1165
 PF1165  STATE/COUNTY-  ME/OXFORD
 PF1165  USGS QUAD   -  BETHEL (1970)
 PF1165
 PF1165                         *CURRENT SURVEY CONTROL
 PF1165  ___________________________________________________________________
 PF1165* NAD 83(1996)-  44 24 10.56838(N)    070 49 30.59522(W)     ADJUSTED  
 PF1165* NAVD 88     -       281.3    (meters)     923.     (feet)  VERTCON   
 PF1165  ___________________________________________________________________
 PF1165  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 PF1165  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 PF1165
 PF1165  HORZ ORDER  -  FIRST
 PF1165
 PF1165.The horizontal coordinates were established by classical geodetic methods
 PF1165.and adjusted by the National Geodetic Survey in March 1998..
 PF1165
 PF1165.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF1165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF1165
 PF1165.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1165
 PF1165.The geoid height was determined by GEOID03.
 PF1165
 PF1165;                    North         East     Units Scale Factor Converg.
 PF1165;SPC ME W     -   174,595.445   847,544.800   MT  1.00000049   -0 27 38.7
 PF1165;UTM  19      - 4,918,247.598   354,662.392   MT  0.99985977   -1 16 38.2
 PF1165
 PF1165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1165!SPC ME W     -   0.99996008  x   1.00000049  =   0.99996057
 PF1165!UTM  19      -   0.99996008  x   0.99985977  =   0.99981985
 PF1165
 PF1165|---------------------------------------------------------------------|
 PF1165| PID    Reference Object                     Distance      Geod. Az  |
 PF1165|                                                           dddmmss.s |
 PF1165| CE8668 ROBINSON RM 1                        19.122 METERS 04800     |
 PF1165| PF1107 MT ABRAM                            APPROX. 9.7 KM 1123156.5 |
 PF1165| CE8669 ROBINSON RM 2                        26.078 METERS 26354     |
 PF1165|---------------------------------------------------------------------|
 PF1165
 PF1165                          SUPERSEDED SURVEY CONTROL
 PF1165
 PF1165  NAD 83(1992)-  44 24 10.56865(N)    070 49 30.59547(W) AD(       ) 1
 PF1165  NAD 83(1986)-  44 24 10.57663(N)    070 49 30.59791(W) AD(       ) 1
 PF1165  NAD 27      -  44 24 10.33544(N)    070 49 32.34254(W) AD(       ) 1
 PF1165  NGVD 29 (07/19/86)  281.5    (m)          924.     (f) VERT ANG       
 PF1165
 PF1165.Superseded values are not recommended for survey control.
 PF1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1165.See file dsdata.txt to determine how the superseded data were derived.
 PF1165
 PF1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK5466218248(NAD 83)
 PF1165_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PF1165_SETTING: 66 = SET IN ROCK OUTCROP
 PF1165_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 PF1165
 PF1165  HISTORY     - Date     Condition        Report By
 PF1165  HISTORY     - 1976     MONUMENTED       NGS
 PF1165
 PF1165                          STATION DESCRIPTION
 PF1165
 PF1165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 PF1165'THE STATION IS LOCATED ON A HILL KNOWN LOCALLY AS ROBINSON
 PF1165'HILL, ABOUT 1 MILE SOUTH OF THE ANDROSCOGGIN RIVER,
 PF1165'3 MILES NORTH-NORTHWEST OF SONGO POND AND 2 MILES SOUTH-
 PF1165'SOUTHWEST OF BETHEL, ON PROPERTY OWNED BY PHIL CHADBOURNE
 PF1165'AND COMPANY, BETHEL, MAINE. PHONE 207-824-2155.
 PF1165'PERMISSION WAS GRANTED BY MR. R.E. ANNIS TO CROSS HIS
 PF1165'PROPERTY.  PHONE 207-824-2611.
 PF1165'
 PF1165'TO REACH THE STATION FROM THE JUNCTION OF U.S. ROUTE 2 AND
 PF1165'STATE ROUTES 5 AND 26 IN BETHEL, MAINE, GO WESTERLY ON U.S.
 PF1165'ROUTE 2 FOR 1.15 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND
 PF1165'FOLLOW AN ASPHALT ROAD FOR 0.5 MILE TO THE END OF THE
 PF1165'ASPHALT ROAD AND MR. ANNIS RESIDENCE ON THE LEFT.  HERE
 PF1165'CONTINUE ON A GRAVEL ROAD FOR 200 FEET TO A TRACK ROAD ON
 PF1165'THE RIGHT.  TURN RIGHT AND GO 200 FEET TO A TRIANGULAR BLAZED
 PF1165'15-INCH PINE TREE AND A TRACK ROAD ON THE LEFT.  FOLLOW THIS
 PF1165'TRACK ROAD TO THE TOP OF THE HILL AND THE STATION ON A HIGH
 PF1165'BARE PIECE OF EXPOSED LEDGE.
 PF1165'
 PF1165'THE STATION, STAMPED---ROBINSON 1976---, IS A STANDARD DISK
 PF1165'CEMENTED IN A DEPRESSION IN OUTCROPPING BEDROCK ABOUT 4
 PF1165'INCHES BELOW THE LEDGE SURFACE.  IT IS 5.5 FEET WEST
 PF1165'OF A METAL WITNESS POST.
 PF1165'
 PF1165'REFERENCE MARK 1, STAMPED---ROBINSON NO 1 1976---, IS A
 PF1165'STANDARD DISK CEMENTED IN A DRILL HOLE IN A 4 FOOT BY 4 FOOT
 PF1165'BOULDER WHICH PROJECTS ABOUT 1 FOOT ABOVE THE GROUND SURFACE.
 PF1165'IT IS 1 FOOT WEST OF A METAL WITNESS POST.
 PF1165'
 PF1165'REFERENCE MARK 2, STAMPED---ROBINSON NO 2 1976---, IS A
 PF1165'STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 PF1165'BEDROCK AND PROJECTS ABOUT 3 FEET ABOVE THE GROUND SURFACE.
 PF1165'IT IS 1 FOOT EAST OF A METAL WITNESS POST.
 PF1165'
 PF1165'THERE WAS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 PF1165'
 PF1165'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 27.1 METERS.
 PF1165'
 PF1165'DESCRIBED BY PHILIP H. PARENT JR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1895 ***********************************************************************
 PE1895  DESIGNATION -  ROBINSON MOUNTAIN 1870
 PE1895  PID         -  PE1895
 PE1895  STATE/COUNTY-  ME/HANCOCK
 PE1895  USGS QUAD   -  SOUTHWEST HARBOR (1983)
 PE1895
 PE1895                         *CURRENT SURVEY CONTROL
 PE1895  ___________________________________________________________________
 PE1895* NAD 83(1996)-  44 19 26.26543(N)    068 19 03.50771(W)     ADJUSTED  
 PE1895* NAVD 88     -       212.     (meters)     696.     (feet)  SCALED    
 PE1895  ___________________________________________________________________
 PE1895  LAPLACE CORR-           4.91  (seconds)                    DEFLEC99
 PE1895  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 PE1895
 PE1895  HORZ ORDER  -  THIRD
 PE1895
 PE1895.The horizontal coordinates were established by classical geodetic methods
 PE1895.and adjusted by the National Geodetic Survey in March 1998..
 PE1895
 PE1895.The orthometric height was scaled from a topographic map.
 PE1895
 PE1895.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1895
 PE1895.The geoid height was determined by GEOID03.
 PE1895
 PE1895;                    North         East     Units Scale Factor Converg.
 PE1895;SPC ME E     -    73,042.437   314,545.045   MT  0.99990260   +0 07 38.7
 PE1895;UTM  19      - 4,908,082.061   554,409.001   MT  0.99963641   +0 28 36.4
 PE1895
 PE1895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1895!SPC ME E     -   0.99997057  x   0.99990260  =   0.99987318
 PE1895!UTM  19      -   0.99997057  x   0.99963641  =   0.99960699
 PE1895
 PE1895:                Primary Azimuth Mark                     Grid Az
 PE1895:SPC ME E     -  RICHARDSON 1870                          017 59 47.7
 PE1895:UTM  19      -  RICHARDSON 1870                          017 38 50.0
 PE1895
 PE1895|---------------------------------------------------------------------|
 PE1895| PID    Reference Object                     Distance      Geod. Az  |
 PE1895|                                                           dddmmss.s |
 PE1895| PE1904 RICHARDSON 1870                     APPROX. 4.0 KM 0180726.4 |
 PE1895| PE1894 SOMESVILLE CHURCH SPIRE             APPROX. 4.3 KM 3401505.2 |
 PE1895|---------------------------------------------------------------------|
 PE1895
 PE1895                          SUPERSEDED SURVEY CONTROL
 PE1895
 PE1895  NAD 83(1992)-  44 19 26.26483(N)    068 19 03.50215(W) AD(       ) 3
 PE1895  NAD 83(1986)-  44 19 26.26455(N)    068 19 03.50685(W) AD(       ) 3
 PE1895  NAD 27      -  44 19 25.98100(N)    068 19 05.45100(W) AD(       ) 3
 PE1895
 PE1895.Superseded values are not recommended for survey control.
 PE1895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1895.See file dsdata.txt to determine how the superseded data were derived.
 PE1895
 PE1895_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK5440908082(NAD 83)
 PE1895
 PE1895  HISTORY     - Date     Condition        Report By
 PE1895  HISTORY     - 1870     MONUMENTED       CGS
 PE1895  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE1895  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE1895  HISTORY     - 1956     SEE DESCRIPTION  CGS
 PE1895  HISTORY     - 20060625 POOR             INDIV
 PE1895
 PE1895                          STATION DESCRIPTION
 PE1895
 PE1895'DESCRIBED BY COAST AND GEODETIC SURVEY 1870 (GAF)
 PE1895'THIS MOUNTAIN IS ON THE W SIDE OF SOMES SOUND, ABOUT HALFWAY
 PE1895'UP, AND DIRECTLY OPPOSITE BROWNS MOUNTAIN, WHICH IS ON THE E SIDE.
 PE1895'
 PE1895'THE STATION IS ABOUT 100 YARDS E OF THE HIGHEST POINT OF THE
 PE1895'EASTERN SUMMIT OF THE MOUNTAIN, AND IS A COPPER BOLT SET IN A
 PE1895'HOLE IN A ROCK.
 PE1895
 PE1895                          STATION RECOVERY (1934)
 PE1895
 PE1895'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1895'THE STATION WAS RECOVERED AS DESCRIBED EXCEPT THAT THE COPPER
 PE1895'BOLT HAD BEEN REMOVED.  THE STATION IS ON ROBINSON MOUNTAIN ON
 PE1895'MOUNT DESERT ISLAND, ON THE W SIDE OF SOMES SOUND ABOUT HALFWAY
 PE1895'UP TO ITS HEAD.
 PE1895'
 PE1895'THE STATION WAS RE-MARKED AND TWO REFERENCE MARKS WERE
 PE1895'ESTABLISHED.  MARKS WERE STANDARD BRONZE DISKS WEDGED IN DRILL
 PE1895'HOLES IN OUTCROPPING BEDROCK.  REFERENCE MARK NO. 1 IS NE OF THE
 PE1895'STATION AND REFERENCE MARK NO. 2 IS NW.
 PE1895'
 PE1895'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY 198 AND
 PE1895'HIGHWAY 102 IN SOMESVILLE, GO 3.1 MILES S ON HIGHWAY 102 TO A
 PE1895'FILLING STATION AND THE ENTRANCE TO THE ECHO LAKE DRIVEWAY ON THE
 PE1895'W SIDE OF THE ROAD.  TAKE TRAIL MARKED ROBINSON MOUNTAIN E AND
 PE1895'FOLLOW SIGNS AND BLAZES TO THE SUMMIT.  PROCEED ALONG TUG OF WAR
 PE1895'TRAIL TO THE EASTERN SUMMIT OF THE MOUNTAIN.  THE STATION IS
 PE1895'ABOUT 100 YARDS E OF THE EASTERN SUMMIT.
 PE1895
 PE1895                          STATION RECOVERY (1944)
 PE1895
 PE1895'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1895'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION AS
 PE1895'DESCRIBED BY K.G.C. IN 1934, EXCEPT THE STATION IS NOW MOST
 PE1895'EASILY REACHED FROM THE JUNCTION OF STATE HIGHWAYS 198 AND 102
 PE1895'IN SOMESVILLE.  FROM THE ABOVE JUNCTION, GO 3.4 MILES S ALONG
 PE1895'STATE HIGHWAY 102, TAKE MAN OF WAR BROOK ROAD E APPROXIMATELY
 PE1895'175 METERS (PACED) TO WHERE ACADIA MOUNTAIN TRAIL CROSSES, TAKE
 PE1895'ACADIA MOUNTAIN TRAIL NE AND THEN E TO HIGHEST PEAK OF ACADIA
 PE1895'MOUNTAIN, TAKE ROBINSON ROAD E TO E SUMMIT OF MOUNTAIN WHERE
 PE1895'TRAIL VEERS S.  STATION IS APPROXIMATELY 30 METERS E OF E
 PE1895'SUMMIT AND TRAIL.
 PE1895
 PE1895                          STATION RECOVERY (1956)
 PE1895
 PE1895'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 PE1895'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 PE1895'GOOD CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE
 PE1895'VERIFIED.  THE 1934 RECOVERY NOTE BY K.G.C. IS ADEQUATE AND
 PE1895'COMPLETE WITH THE FOLLOWING ADDITIONS--
 PE1895'
 PE1895'THE STATION MARK IS STAMPED ROBINSON MOUNTAIN 1870 1934.  THE
 PE1895'REFERENCE MARKS ARE STAMPED ROBINSON MOUNTAIN 1934 NO 1 AND NO
 PE1895'2, RESPECTIVELY.
 PE1895'
 PE1895'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 PE1895'102 AND 198 IN SOMESVILLE, GO S ON STATE HIGHWAY 102 FOR 3.4 MI.
 PE1895'TO A DIRT ROAD LEADING LEFT, PARK VEHICLE AND PROCEED ON FOOT
 PE1895'ALONG A DIRT ROAD FOR 175 M. TO WHERE ACADIA MOUNTAIN TRAIL
 PE1895'CROSSES THE DIRT ROAD, THENCE TURN LEFT AND FOLLOW ACADIA
 PE1895'MOUNTAIN TRAIL NE TO THE HIGHEST PEAK OF ACADIA MOUNTAIN (THIS
 PE1895'TRAIL THEN BECOMES ROBINSON ROAD EAST), CONTINUE ALONG ROBINSON
 PE1895'ROAD EAST TO THE E SUMMIT OF THE MOUNTAIN AND THE STATION.
 PE1895'THE STATION IS APPROXIMATELY 30 M. E OF THE SUMMIT.
 PE1895
 PE1895                          STATION RECOVERY (2006)
 PE1895
 PE1895'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JKM)
 PE1895'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 PE1895'CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2037 ***********************************************************************
 PE2037  DESIGNATION -  ROBINSON POINT LIGHTHOUSE
 PE2037  PID         -  PE2037
 PE2037  STATE/COUNTY-  ME/KNOX
 PE2037  USGS QUAD   -  ISLE AU HAUT WEST (1983)
 PE2037
 PE2037                         *CURRENT SURVEY CONTROL
 PE2037  ___________________________________________________________________
 PE2037* NAD 83(1996)-  44 03 53.13815(N)    068 39 05.02298(W)     ADJUSTED  
 PE2037* NAVD 88     -                                                        
 PE2037  ___________________________________________________________________
 PE2037  LAPLACE CORR-           3.30  (seconds)                    DEFLEC99
 PE2037  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 PE2037
 PE2037  HORZ ORDER  -  THIRD
 PE2037
 PE2037.The horizontal coordinates were established by classical geodetic methods
 PE2037.and adjusted by the National Geodetic Survey in March 1998..
 PE2037
 PE2037
 PE2037.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2037
 PE2037.The geoid height was determined by GEOID03.
 PE2037
 PE2037;                    North         East     Units Scale Factor Converg.
 PE2037;SPC ME E     -    44,238.786   287,871.590   MT  0.99990181   -0 06 19.0
 PE2037;UTM  19      - 4,879,124.767   527,918.661   MT  0.99960959   +0 14 32.8
 PE2037
 PE2037                          SUPERSEDED SURVEY CONTROL
 PE2037
 PE2037  NAD 83(1992)-  44 03 53.14582(N)    068 39 05.00236(W) AD(       ) 4
 PE2037  NAD 83(1986)-  44 03 53.14925(N)    068 39 05.00488(W) AD(       ) 4
 PE2037  NAD 27      -  44 03 52.98600(N)    068 39 06.60800(W) AD(       ) 3
 PE2037
 PE2037.Superseded values are not recommended for survey control.
 PE2037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2037.See file dsdata.txt to determine how the superseded data were derived.
 PE2037
 PE2037_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ2791979125(NAD 83)
 PE2037
 PE2037  HISTORY     - Date     Condition        Report By
 PE2037  HISTORY     - UNK      MONUMENTED
 PE2037  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2037
 PE2037                          STATION DESCRIPTION
 PE2037
 PE2037'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2037'STATION IS LOST.  THERE IS A LIGHTHOUSE NEAR THE POSITION OF
 PE2037'THIS STATION BUT THE 1934 LOCATION DOES NOT CHECK THE OLD
 PE2037'LENGTHS.  THE NEW STATION IS CALLED ISLE AU HAUT LIGHTHOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2593 ***********************************************************************
 PE2593  DESIGNATION -  ROBINSON ROCK
 PE2593  PID         -  PE2593
 PE2593  STATE/COUNTY-  ME/KNOX
 PE2593  USGS QUAD   -  NORTH HAVEN WEST (1983)
 PE2593
 PE2593                         *CURRENT SURVEY CONTROL
 PE2593  ___________________________________________________________________
 PE2593* NAD 83(1996)-  44 09 35.80494(N)    068 58 40.45783(W)     ADJUSTED  
 PE2593* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 PE2593  ___________________________________________________________________
 PE2593  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 PE2593  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 PE2593
 PE2593  HORZ ORDER  -  THIRD
 PE2593
 PE2593.The horizontal coordinates were established by classical geodetic methods
 PE2593.and adjusted by the National Geodetic Survey in March 1998..
 PE2593
 PE2593.The orthometric height was scaled from a topographic map.
 PE2593
 PE2593.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2593
 PE2593.The geoid height was determined by GEOID03.
 PE2593
 PE2593;                    North         East     Units Scale Factor Converg.
 PE2593;SPC ME E     -    54,914.096   261,775.996   MT  0.99991796   -0 19 58.6
 PE2593;UTM  19      - 4,889,638.157   501,766.685   MT  0.99960004   +0 00 55.4
 PE2593
 PE2593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2593!SPC ME E     -   1.00000203  x   0.99991796  =   0.99991999
 PE2593!UTM  19      -   1.00000203  x   0.99960004  =   0.99960207
 PE2593
 PE2593                          SUPERSEDED SURVEY CONTROL
 PE2593
 PE2593  NAD 83(1992)-  44 09 35.81026(N)    068 58 40.43699(W) AD(       ) 3
 PE2593  NAD 83(1986)-  44 09 35.81537(N)    068 58 40.44598(W) AD(       ) 3
 PE2593
 PE2593.Superseded values are not recommended for survey control.
 PE2593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2593.See file dsdata.txt to determine how the superseded data were derived.
 PE2593
 PE2593_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ0176789638(NAD 83)
 PE2593_MARKER: O = CHISELED CIRCLE
 PE2593_SETTING: 66 = SET IN ROCK OUTCROP
 PE2593_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 PE2593_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2593_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE2593+STABILITY: POSITION/ELEVATION WELL
 PE2593
 PE2593  HISTORY     - Date     Condition        Report By
 PE2593  HISTORY     - 1983     MONUMENTED       NOS
 PE2593
 PE2593                          STATION DESCRIPTION
 PE2593
 PE2593'DESCRIBED BY NATIONAL OCEAN SERVICE 1983 (RST)
 PE2593'THE STATION IS LOCATED ON ROBINSON ROCK WHICH IS LOCATED
 PE2593'SOUTH OF MARK ISLAND IN WEST PENOBSCOT BAY.
 PE2593'
 PE2593'TO REACH THE STATION FROM ROCKLAND, MAINE BY BOAT STEER A
 PE2593'NORTHEAST COURSE FOR 5.5 NAUTICAL MILES TO ROBINSON ROCK AND
 PE2593'TO THE STATION.
 PE2593'
 PE2593'THE STATION IS LOCATED ON THE HIGHEST POINT OF THE ISLAND IN
 PE2593'A SMALL ROCK OUTCROP.  THE STATION IS MARKED BY A 1/2 INCH
 PE2593'DRILL HOLE IN THE ROCK OUTCROP.
 PE2593'
 PE2593'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1013 ***********************************************************************
 PD1013  DESIGNATION -  ROBINSONS HOUSE CUPOLA
 PD1013  PID         -  PD1013
 PD1013  STATE/COUNTY-  ME/WASHINGTON
 PD1013  USGS QUAD   -  MACHIAS (1977)
 PD1013
 PD1013                         *CURRENT SURVEY CONTROL
 PD1013  ___________________________________________________________________
 PD1013* NAD 83(1996)-  44 41 23.51985(N)    067 23 52.97645(W)     ADJUSTED  
 PD1013* NAVD 88     -                                                        
 PD1013  ___________________________________________________________________
 PD1013  LAPLACE CORR-           5.20  (seconds)                    DEFLEC99
 PD1013  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 PD1013
 PD1013  HORZ ORDER  -  THIRD
 PD1013
 PD1013.The horizontal coordinates were established by classical geodetic methods
 PD1013.and adjusted by the National Geodetic Survey in March 1998..
 PD1013
 PD1013
 PD1013.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1013
 PD1013.The geoid height was determined by GEOID03.
 PD1013
 PD1013;                    North         East     Units Scale Factor Converg.
 PD1013;SPC ME E     -   114,272.969   387,344.114   MT  0.99999379   +0 46 30.1
 PD1013;UTM  19      - 4,949,747.600   626,937.704   MT  0.99979815   +1 07 36.3
 PD1013
 PD1013                          SUPERSEDED SURVEY CONTROL
 PD1013
 PD1013  NAD 83(1992)-  44 41 23.51596(N)    067 23 52.97412(W) AD(       ) 4
 PD1013  NAD 83(1986)-  44 41 23.51201(N)    067 23 52.97654(W) AD(       ) 4
 PD1013  NAD 27      -  44 41 23.24000(N)    067 23 55.02000(W) AD(       ) 3
 PD1013
 PD1013.Superseded values are not recommended for survey control.
 PD1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1013.See file dsdata.txt to determine how the superseded data were derived.
 PD1013
 PD1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK2693849748(NAD 83)
 PD1013
 PD1013  HISTORY     - Date     Condition        Report By
 PD1013  HISTORY     - UNK      MONUMENTED
 PD1013  HISTORY     - 1913     SEE DESCRIPTION  CGS
 PD1013  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD1013
 PD1013                          STATION DESCRIPTION
 PD1013
 PD1013'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 PD1013'THE VERY PROMINENT CUPOLA ON THE HOUSE OF MR. ROBINSON, 1/2 MILE
 PD1013'S OF MACHIASPORT, ABOUT 200 METERS W OF MACHIAS RIVER, AND 1/4
 PD1013'MILE N OF SANBORNS COVE, ON THE E SIDE OF THE MAIN ROAD S FROM
 PD1013'MACHIASPORT.
 PD1013
 PD1013                          STATION RECOVERY (1946)
 PD1013
 PD1013'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD1013'STATION NOT RECOVERED.  HOUSE HAS BEEN TORN DOWN.  IT IS
 PD1013'RECOMMENDED THAT THIS STATION BE CLASSIFIED AS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0533 ***********************************************************************
 OB0533  DESIGNATION -  ROBINSONS ROCK 1854
 OB0533  PID         -  OB0533
 OB0533  STATE/COUNTY-  ME/SAGADAHOC
 OB0533  USGS QUAD   -  PHIPPSBURG (1957)
 OB0533
 OB0533                         *CURRENT SURVEY CONTROL
 OB0533  ___________________________________________________________________
 OB0533* NAD 83(1996)-  43 45 34.43385(N)    069 51 02.96269(W)     ADJUSTED  
 OB0533* NAVD 88     -        64.     (meters)     210.     (feet)  SCALED    
 OB0533  ___________________________________________________________________
 OB0533  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 OB0533  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 OB0533
 OB0533  HORZ ORDER  -  THIRD
 OB0533
 OB0533.The horizontal coordinates were established by classical geodetic methods
 OB0533.and adjusted by the National Geodetic Survey in March 1998..
 OB0533
 OB0533.The orthometric height was scaled from a topographic map.
 OB0533
 OB0533.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0533
 OB0533.The geoid height was determined by GEOID03.
 OB0533
 OB0533;                    North         East     Units Scale Factor Converg.
 OB0533;SPC ME W     -   102,948.014   925,433.855   MT  0.99997462   +0 13 06.4
 OB0533;UTM  19      - 4,845,520.536   431,511.047   MT  0.99965769   -0 35 18.5
 OB0533
 OB0533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0533!SPC ME W     -   0.99999403  x   0.99997462  =   0.99996865
 OB0533!UTM  19      -   0.99999403  x   0.99965769  =   0.99965172
 OB0533
 OB0533:                Primary Azimuth Mark                     Grid Az
 OB0533:SPC ME W     -  PARKERS IS WIDOW OLIVERS HSE             073 37 25.4
 OB0533:UTM  19      -  PARKERS IS WIDOW OLIVERS HSE             074 25 50.3
 OB0533
 OB0533|---------------------------------------------------------------------|
 OB0533| PID    Reference Object                     Distance      Geod. Az  |
 OB0533|                                                           dddmmss.s |
 OB0533| OB0535 PARKERS IS WIDOW OLIVERS HSE        APPROX. 7.4 KM 0735031.8 |
 OB0533| OB0473 WINSLOW MORSE                       APPROX. 2.7 KM 1793800.3 |
 OB0533| OB0490 WHITE BULL                          APPROX. 7.4 KM 2330339.3 |
 OB0533| OB0486 POND IS                             APPROX.10.1 KM 2534939.5 |
 OB0533|---------------------------------------------------------------------|
 OB0533
 OB0533                          SUPERSEDED SURVEY CONTROL
 OB0533
 OB0533  NAD 83(1992)-  43 45 34.43152(N)    069 51 02.96171(W) AD(       ) 3
 OB0533  NAD 83(1986)-  43 45 34.43724(N)    069 51 02.96722(W) AD(       ) 3
 OB0533  NAD 27      -  43 45 34.13300(N)    069 51 04.80300(W) AD(       ) 3
 OB0533
 OB0533.Superseded values are not recommended for survey control.
 OB0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0533.See file dsdata.txt to determine how the superseded data were derived.
 OB0533
 OB0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3151145521(NAD 83)
 OB0533
 OB0533  HISTORY     - Date     Condition        Report By
 OB0533  HISTORY     - 1854     MONUMENTED       CGS
 OB0533  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OB0533  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0533  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0533
 OB0533                          STATION DESCRIPTION
 OB0533
 OB0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1854 (COB)
 OB0533'ON A HIGH BARE ROCK ON A HIGH HILL, ABOUT A MILE N OF NEWBURY POINT
 OB0533'OF SMALL POINT HARBOR, ON THE PENINSULA BETWEEN CASCO BAY ON THE W
 OB0533'AND NORTH CREEK ON THE E.  THE STATION IS ON THE SUMMIT AND IS
 OB0533'MARKED BY A HOLE DRILLED IN THE ROCK.
 OB0533
 OB0533                          STATION RECOVERY (1933)
 OB0533
 OB0533'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OB0533'STATION MARK FOUND AS DESCRIBED.  A DRILL HOLE IN ROCK 1-1/2 INCHES
 OB0533'IN DIAMETER BY 2 INCHES DEEP ON SUMMIT OF ROCK KNOWN LOCALLY AS THE
 OB0533'BUMBER, ABOUT 1/4 MILE W OF ROAD FROM ASHDALE TO CARRYING PLACE
 OB0533'COVE.  ONE FOOT TO THE NE OF STATION THERE IS A NAME CARVED IN THE
 OB0533'ROCK SCOOMBES 98.
 OB0533'
 OB0533'STATION WAS RE-MARKED AS FOLLOWS--STATION AND REFERENCE MARKS ARE
 OB0533'STANDARD BRONZE DISKS WEDGED IN DRILL HOLES IN BOULDERS.
 OB0533'
 OB0533'REFERENCE MARK NO. 1 IS 3.098 METERS W OF STATION.
 OB0533'
 OB0533'REFERENCE MARK NO. 2 IS 3.368 METERS NW OF STATION.
 OB0533'
 OB0533'REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2 IS 3.945 METERS.
 OB0533'
 OB0533'STATION WAS REACHED BY FOLLOWING RIGHT FORK OF ROAD AT ASHDALE FOR
 OB0533'1/4 MILE, THEN LEFT FORK, WHICH IS ROAD TO CARRYING PLACE COVE, FOR
 OB0533'1/2 MILE TO SMALL BARN ON RIGHT.  HEAD W ON FOOT TO SUMMIT OF RIDGE
 OB0533'AND FOLLOW N 50 YARDS TO HIGHEST POINT.  STATION IS NEAR CENTER OF
 OB0533'TOP OF LARGE BARE ROCK ABOUT 10 YARDS ACROSS ON TOP.
 OB0533
 OB0533                          STATION RECOVERY (1934)
 OB0533
 OB0533'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0533'THIS STATION IS ON HIGH BARE ROCK ON A HIGH HILL ABOUT A MILE N
 OB0533'OF NEWBERRY POINT IN SMALL POINT HARBOR.  THE STATION IS 7 METERS
 OB0533'S OF THE HIGHEST PART OF THE ROCK, ABOUT 25 METERS E OF A CLIFF
 OB0533'ON THE W SIDE OF THE ROCK.  A STANDARD DISK WAS SET IN THE
 OB0533'ORIGINAL DRILL HOLE, AND TWO STANDARD REFERENCE MARKS SET IN THE
 OB0533'ROCK NO.1 SW OF THE STATION AND NO.2 NW OF THE STATION.
 OB0533'
 OB0533'TO REACH THE STATION FROM BATH, GO S ON HIGHWAY 216 ABOUT 11 MILES
 OB0533'TO ITS JUNCTION WITH HIGHWAY 217.  FOLLOW HIGHWAY 217 FOR ABOUT 1/2
 OB0533'MILE TO A HOUSE AND OLD CELLAR ON THE RIGHT OPPOSITE TELEPHONE POLE
 OB0533'NO.530/20.  LEAVE THE ROAD HERE AND GO E TO THE TOP OF THE HILL
 OB0533'WHERE THE HIGH BARE ROCK MAY BE READILY RECOGNIZED.
 OB0533
 OB0533                          STATION RECOVERY (1942)
 OB0533
 OB0533'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OB0533'RECOVERED AS DESCRIBED IN 1933 AND 1934.  DESCRIPTION IS ADEQUATE
 OB0533'AND COMPLETE WITH THE FOLLOWING EXCEPTION--THE 1934 DESCRIPTION
 OB0533'SHOULD BE REVISED FOR THE LATTER PORTION OF THE LAST PARAGRAPH TO
 OB0533'READ--TO REACH THE STATION FROM BATH, GO S ON STATE HIGHWAY 216
 OB0533'ABOUT 11 MILES TO ITS JUNCTION WITH STATE HIGHWAY 217.  FOLLOW
 OB0533'HIGHWAY 217 FOR ABOUT 1/4 MILE TO A FORK IN THE ROAD, TAKE THE
 OB0533'LEFT FORK AND CONTINUE ANOTHER 1/4 MILE TO A HOUSE AND OLD CELLAR
 OB0533'ON THE RIGHT OPPOSITE TELEPHONE POLE 530/20.  FROM HERE GO AFOOT W
 OB0533'TO THE STATION AT THE SUMMIT OF THE RIDGE.  VICINITY IS HEAVILY
 OB0533'WOODED EXCEPT AT STATION SITE WHERE BARE ROCK LEDGE PROTRUDES
 OB0533'FROM GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2310 ***********************************************************************
 OC2310  DESIGNATION -  ROCK
 OC2310  PID         -  OC2310
 OC2310  STATE/COUNTY-  ME/YORK
 OC2310  USGS QUAD   -  YORK HARBOR (1993)
 OC2310
 OC2310                         *CURRENT SURVEY CONTROL
 OC2310  ___________________________________________________________________
 OC2310* NAD 83(1996)-  43 12 49.79058(N)    070 38 32.48007(W)     ADJUSTED  
 OC2310* NAVD 88     -        61.     (meters)     200.     (feet)  SCALED    
 OC2310  ___________________________________________________________________
 OC2310  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 OC2310  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 OC2310
 OC2310  HORZ ORDER  -  THIRD
 OC2310
 OC2310.The horizontal coordinates were established by classical geodetic methods
 OC2310.and adjusted by the National Geodetic Survey in March 1998..
 OC2310
 OC2310.The orthometric height was scaled from a topographic map.
 OC2310
 OC2310.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2310
 OC2310.The geoid height was determined by GEOID03.
 OC2310
 OC2310;                    North         East     Units Scale Factor Converg.
 OC2310;SPC ME W     -    42,379.127   861,347.903   MT  0.99998504   -0 19 32.6
 OC2310;SPC NH       -    79,806.225   383,230.610   MT  1.00005185   +0 42 05.1
 OC2310;SPC NH       -   261,830.92  1,257,315.76   sFT  1.00005185   +0 42 05.1
 OC2310;UTM  19      - 4,785,870.119   366,598.276   MT  0.99981892   -1 07 29.0
 OC2310
 OC2310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2310!SPC ME W     -   0.99999462  x   0.99998504  =   0.99997966
 OC2310!SPC NH       -   0.99999462  x   1.00005185  =   1.00004647
 OC2310!UTM  19      -   0.99999462  x   0.99981892  =   0.99981354
 OC2310
 OC2310:                Primary Azimuth Mark                     Grid Az
 OC2310:SPC ME W     -  AERO BEACON                              070 53 56.1
 OC2310:SPC NH       -  AERO BEACON                              069 52 18.4
 OC2310:UTM  19      -  AERO BEACON                              071 41 52.5
 OC2310
 OC2310|---------------------------------------------------------------------|
 OC2310| PID    Reference Object                     Distance      Geod. Az  |
 OC2310|                                                           dddmmss.s |
 OC2310| OC2152 AERO BEACON                         APPROX. 2.7 KM 0703423.5 |
 OC2310| CE8418 ROCK RM 1                            19.861 METERS 19052     |
 OC2310| CE8419 ROCK RM 2                             9.294 METERS 27330     |
 OC2310|---------------------------------------------------------------------|
 OC2310
 OC2310                          SUPERSEDED SURVEY CONTROL
 OC2310
 OC2310  NAD 83(1992)-  43 12 49.78969(N)    070 38 32.48063(W) AD(       ) 3
 OC2310  NAD 83(1986)-  43 12 49.79434(N)    070 38 32.48611(W) AD(       ) 3
 OC2310  NAD 27      -  43 12 49.47000(N)    070 38 34.30000(W) AD(       ) 3
 OC2310
 OC2310.Superseded values are not recommended for survey control.
 OC2310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2310.See file dsdata.txt to determine how the superseded data were derived.
 OC2310
 OC2310_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH6659885870(NAD 83)
 OC2310
 OC2310  HISTORY     - Date     Condition        Report By
 OC2310  HISTORY     - 1943     MONUMENTED       CGS
 OC2310  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OC2310
 OC2310                          STATION DESCRIPTION
 OC2310
 OC2310'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FLG)
 OC2310'STATION IS LOCATED ABOUT 3.5 MILES SW OF OGUNQUIT, ON A ROCK LEDGE
 OC2310'ABOUT 90 FEET W OF CENTERLINE OF THE DIRT ROAD, AND ABOUT 0.4
 OC2310'MILE S OF THE WOODEN BRIDGE OVER THE JOSTAS RIVER.
 OC2310'
 OC2310'NO UNDERGROUND OR AZIMUTH MARK WAS SET.
 OC2310'
 OC2310'STATION MARK IS A BRONZE STATION DISK, STAMPED ROCK 1943, AND
 OC2310'SET IN A DRILL HOLE IN THE ROCK.
 OC2310'
 OC2310'REFERENCE MARK 1 IS S OF THE STATION.  IT IS A BRONZE REFERENCE
 OC2310'DISK, STAMPED ROCK NO. 1 1943, AND SET IN THE ROCK ABOUT 90 FEET
 OC2310'W OF THE CENTER LINE OF THE ROAD.
 OC2310'
 OC2310'REFERENCE MARK 2 IS W OF THE STATION.  IT IS A BRONZE REFERENCE
 OC2310'DISK, STAMPED ROCK NO. 2 1943, AND SET IN THE ROCK ABOUT 120
 OC2310'FEET W OF THE CENTER LINE OF THE ROAD.
 OC2310'
 OC2310'TO REACH THE STATION FROM OGUNQUIT POST OFFICE, GO S ON
 OC2310'U.S. HIGHWAY 1 0.45 MILE TO AGAMENTICUS ROAD, TURN RIGHT AND GO
 OC2310'2.85 MILES TO A NARROW DIRT ROAD, TURN LEFT AND GO 0.45 MILE TO THE
 OC2310'STATION ON THE RIGHT.
 OC2310'
 OC2310'ALL OBJECTS VISIBLE FROM THE GROUND.
 OC2310
 OC2310                          STATION RECOVERY (1953)
 OC2310
 OC2310'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EHK)
 OC2310'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 OC2310'CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE MEASURED WITH
 OC2310'A STEEL TAPE AND FOUND TO BE CORRECT.  THE DESCRIPTION IS
 OC2310'ADEQUATE WITH THE FOLLOWING ADDITION--THE STATION IS OPPOSITE AN
 OC2310'OLD TRAIL THAT RUNS NE FROM THE DIRT ROAD, AND IS USED FOR
 OC2310'DUMPING RUBBISH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0994 ***********************************************************************
 PD0994  DESIGNATION -  ROCK
 PD0994  PID         -  PD0994
 PD0994  STATE/COUNTY-  ME/WASHINGTON
 PD0994  USGS QUAD   -  MACHIAS BAY (1993)
 PD0994
 PD0994                         *CURRENT SURVEY CONTROL
 PD0994  ___________________________________________________________________
 PD0994* NAD 83(1996)-  44 38 04.19272(N)    067 17 19.18852(W)     ADJUSTED  
 PD0994* NAVD 88     -        21.1    (meters)      69.     (feet)  VERTCON   
 PD0994  ___________________________________________________________________
 PD0994  LAPLACE CORR-           5.21  (seconds)                    DEFLEC99
 PD0994  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 PD0994
 PD0994  HORZ ORDER  -  SECOND
 PD0994
 PD0994.The horizontal coordinates were established by classical geodetic methods
 PD0994.and adjusted by the National Geodetic Survey in March 1998..
 PD0994
 PD0994.The NAVD 88 height was computed by applying the VERTCON shift value to
 PD0994.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PD0994
 PD0994.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0994
 PD0994.The geoid height was determined by GEOID03.
 PD0994
 PD0994;                    North         East     Units Scale Factor Converg.
 PD0994;SPC ME E     -   108,243.824   396,105.815   MT  1.00001355   +0 51 04.1
 PD0994;UTM  19      - 4,943,773.474   635,734.552   MT  0.99982657   +1 12 09.1
 PD0994
 PD0994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0994!SPC ME E     -   1.00000023  x   1.00001355  =   1.00001378
 PD0994!UTM  19      -   1.00000023  x   0.99982657  =   0.99982680
 PD0994
 PD0994:                Primary Azimuth Mark                     Grid Az
 PD0994:SPC ME E     -  CUTLER USN RAD STA TOWER N 0             007 12 07.4
 PD0994:UTM  19      -  CUTLER USN RAD STA TOWER N 0             006 51 02.4
 PD0994
 PD0994|---------------------------------------------------------------------|
 PD0994| PID    Reference Object                     Distance      Geod. Az  |
 PD0994|                                                           dddmmss.s |
 PD0994| PD0996 CUTLER USN RAD STA TOWER N 0        APPROX. 2.0 KM 0080311.5 |
 PD0994| PD0995 CUTLER USN RAD STA TOWER S 0        APPROX. 0.9 KM 0682616.6 |
 PD0994| CE8670 ROCK RM 1                             7.285 METERS 08445     |
 PD0994| PD1002 CROSS IS COAST GUARD TWR            APPROX. 2.8 KM 1573816.6 |
 PD0994| CE8671 ROCK RM 2                             9.035 METERS 18816     |
 PD0994| PD0998 FLAT                                APPROX. 3.4 KM 3283024.8 |
 PD0994| PD0999 CUTLER USN RAD STA WATER TANK       APPROX. 7.2 KM 3551137.4 |
 PD0994|---------------------------------------------------------------------|
 PD0994
 PD0994                          SUPERSEDED SURVEY CONTROL
 PD0994
 PD0994  NAD 83(1992)-  44 38 04.18916(N)    067 17 19.18598(W) AD(       ) 2
 PD0994  NAD 83(1986)-  44 38 04.18532(N)    067 17 19.18839(W) AD(       ) 2
 PD0994  NAD 27      -  44 38 03.91303(N)    067 17 21.22216(W) AD(       ) 2
 PD0994  NGVD 29 (07/19/86)   21.2    (m)           70.     (f) VERT ANG       
 PD0994
 PD0994.Superseded values are not recommended for survey control.
 PD0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0994.See file dsdata.txt to determine how the superseded data were derived.
 PD0994
 PD0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK3573543773(NAD 83)
 PD0994_MARKER: DS = TRIANGULATION STATION DISK
 PD0994_SETTING: 66 = SET IN ROCK OUTCROP
 PD0994
 PD0994  HISTORY     - Date     Condition        Report By
 PD0994  HISTORY     - 1960     MONUMENTED       CGS
 PD0994
 PD0994                          STATION DESCRIPTION
 PD0994
 PD0994'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HRL)
 PD0994'STATION IS LOCATED ON THE EAST SIDE OF MACHAIS BAY AND ON
 PD0994'PROPERTY BELONGING TO THE U.S. NAVY, ABOUT 4-1/2 MILES WEST OF
 PD0994'CUTLER, ABOUT 7 MILES SOUTHEAST OF MACHIASPORT, ABOUT 1 MILE
 PD0994'NORTH OF THORTON POINT AND ABOUT 1000 FEET EAST OF THE EAST
 PD0994'SHORE OF MACHIAS BAY.  STATION, A STANDARD DISK CEMENTED IN
 PD0994'A DRILLHOLE IN ROCK AND STAMPED ROCK 1960 IS 60 FEET WEST OF THE
 PD0994'APPROXIMATE CENTERLINE OF ROAD, 78 FEET NORTHWEST OF A
 PD0994'POWERLINE POLE AND 3.4 FEET SOUTHEAST OF A METAL WITNESS POST
 PD0994'WITH SIGN.  THE MARK IS SET FLUSH WITH THE ROCK.
 PD0994'
 PD0994'TO REACH FROM THE POST OFFICE IN EAST MACHIAS, GO SOUTHEASTERLY
 PD0994'ON STATE HIGHWAY NO. 191 FOR 10.0 MILES TO ROAD INTERSECTION.  TURN
 PD0994'RIGHT AND GO WEST FOR 0.8 MILE TO GUARD GATE.  PASS THROUGH
 PD0994'GATE AND CONTINUE WESTERLY FOR 0.2 MILE TO FORKS.  TAKE LEFT
 PD0994'FORK AND GO SOUTH THENCE NORTHWEST ON MAIN ROAD FOR 4.0 MILES
 PD0994'TO STATION ON LEFT AS DESCRIBED.
 PD0994'
 PD0994'REFERENCE MARK NO. 1, A STANDARD DISK SET IN A 12X12 INCH
 PD0994'CONCRETE MONUMENT AND STAMPED ROCK NO 1 1960 IS 40 FEET WEST OF
 PD0994'THE APPROXIMATE CENTERLINE OF ROAD AND 61 FEET NORTHWEST OF
 PD0994'A POWERLINE POLE.  THE MARK PROJECTS 6 INCHES.
 PD0994'
 PD0994'REFERENCE MARK NO. 2, A STANDARD DISK CEMENTED IN A DRILLHOLE
 PD0994'IN ROCK AND STAMPED ROCK NO 2 1960 IS 79 FEET WEST OF THE
 PD0994'APPROXIMATE CENTERLINE OF ROAD, 71 FEET NORTHWEST OF POWERLINE
 PD0994'POLE AND 29 FEET SOUTHEAST OF A LARGE BOULDER.  THE MARK IS
 PD0994'FLUSH WITH THE ROCK.
 PD0994'
 PD0994'DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 42.21 FEET OR
 PD0994'12.865 METERS.
 PD0994'
 PD0994'HEIGHT OF LIGHT ABOVE STATION MARK 1.30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1774 ***********************************************************************
 PE1774  DESIGNATION -  ROCK
 PE1774  PID         -  PE1774
 PE1774  STATE/COUNTY-  ME/HANCOCK
 PE1774  USGS QUAD   -  SEAL HARBOR (1983)
 PE1774
 PE1774                         *CURRENT SURVEY CONTROL
 PE1774  ___________________________________________________________________
 PE1774* NAD 83(1996)-  44 21 07.50428(N)    068 08 22.17809(W)     ADJUSTED  
 PE1774* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 PE1774  ___________________________________________________________________
 PE1774  LAPLACE CORR-           3.01  (seconds)                    DEFLEC99
 PE1774  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 PE1774
 PE1774  HORZ ORDER  -  THIRD
 PE1774
 PE1774.The horizontal coordinates were established by classical geodetic methods
 PE1774.and adjusted by the National Geodetic Survey in March 1998..
 PE1774
 PE1774.The orthometric height was scaled from a topographic map.
 PE1774
 PE1774.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1774
 PE1774.The geoid height was determined by GEOID03.
 PE1774
 PE1774;                    North         East     Units Scale Factor Converg.
 PE1774;SPC ME E     -    76,214.033   328,740.413   MT  0.99991016   +0 15 07.3
 PE1774;UTM  19      - 4,911,339.334   568,581.086   MT  0.99965784   +0 36 05.7
 PE1774
 PE1774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1774!SPC ME E     -   1.00000362  x   0.99991016  =   0.99991377
 PE1774!UTM  19      -   1.00000362  x   0.99965784  =   0.99966145
 PE1774
 PE1774|---------------------------------------------------------------------|
 PE1774| PID    Reference Object                     Distance      Geod. Az  |
 PE1774|                                                           dddmmss.s |
 PE1774| PE1775 EGG ROCK LIGHTHOUSE 1902            241.873 METERS 02719     |
 PE1774| PE1759 GRINDSTONE NECK STANDPIPE           APPROX. 4.8 KM 0470401.6 |
 PE1774| PE1822 BAKER ISLAND LIGHTHOUSE 1861        APPROX.13.2 KM 2010611.4 |
 PE1774|---------------------------------------------------------------------|
 PE1774
 PE1774                          SUPERSEDED SURVEY CONTROL
 PE1774
 PE1774  NAD 83(1992)-  44 21 07.50402(N)    068 08 22.18310(W) AD(       ) 3
 PE1774  NAD 83(1986)-  44 21 07.50267(N)    068 08 22.18801(W) AD(       ) 3
 PE1774  NAD 27      -  44 21 07.21600(N)    068 08 24.16400(W) AD(       ) 3
 PE1774
 PE1774.Superseded values are not recommended for survey control.
 PE1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1774.See file dsdata.txt to determine how the superseded data were derived.
 PE1774
 PE1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK6858111339(NAD 83)
 PE1774_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PE1774_SETTING: 66 = SET IN ROCK OUTCROP
 PE1774_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 PE1774_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE1774_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1774+STABILITY: POSITION/ELEVATION WELL
 PE1774
 PE1774  HISTORY     - Date     Condition        Report By
 PE1774  HISTORY     - 1944     MONUMENTED       CGS
 PE1774  HISTORY     - 1986     GOOD             NOS
 PE1774
 PE1774                          STATION DESCRIPTION
 PE1774
 PE1774'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1774'STATION IS A STANDARD TOPOGRAPHIC DISC SET IN DRILL HOLE IN LEDGE,
 PE1774'APPROXIMATELY 238 M. SOUTH SOUTHWEST OF LIGHTHOUSE AND NEAR EAST
 PE1774'EDGE OF LAST LEDGE ABOVE H.W.  LIGHTKEEPER CAN AID IN RECOVERY.
 PE1774'
 PE1774'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK 3 FEET.
 PE1774
 PE1774                          STATION RECOVERY (1986)
 PE1774
 PE1774'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1986 (JED)
 PE1774'THE STATION WAS RECOVERED AT THIS DATE.
 PE1774'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED BY THE 1944
 PE1774'DESCRIPTION.
 PE1774'
 PE1774'RECOVERED BY AE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0929 ***********************************************************************
 QF0929  DESIGNATION -  ROCK
 QF0929  PID         -  QF0929
 QF0929  STATE/COUNTY-  ME/WASHINGTON
 QF0929  USGS QUAD   -  MEDDYBEMPS LAKE EAST (1987)
 QF0929
 QF0929                         *CURRENT SURVEY CONTROL
 QF0929  ___________________________________________________________________
 QF0929* NAD 83(1996)-  45 07 26.51825(N)    067 19 30.89930(W)     ADJUSTED  
 QF0929* NAVD 88     -        38.     (meters)     125.     (feet)  SCALED    
 QF0929  ___________________________________________________________________
 QF0929  LAPLACE CORR-           5.13  (seconds)                    DEFLEC99
 QF0929  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 QF0929
 QF0929  HORZ ORDER  -  THIRD
 QF0929
 QF0929.The horizontal coordinates were established by classical geodetic methods
 QF0929.and adjusted by the National Geodetic Survey in March 1998..
 QF0929
 QF0929.The orthometric height was scaled from a topographic map.
 QF0929
 QF0929.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0929
 QF0929.The geoid height was determined by GEOID03.
 QF0929
 QF0929;                    North         East     Units Scale Factor Converg.
 QF0929;SPC ME E     -   162,597.704   392,416.016   MT  1.00000498   +0 49 57.1
 QF0929;UTM  19      - 4,998,093.309   631,710.787   MT  0.99981331   +1 11 13.0
 QF0929
 QF0929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0929!SPC ME E     -   0.99999772  x   1.00000498  =   1.00000270
 QF0929!UTM  19      -   0.99999772  x   0.99981331  =   0.99981104
 QF0929
 QF0929|---------------------------------------------------------------------|
 QF0929| PID    Reference Object                     Distance      Geod. Az  |
 QF0929|                                                           dddmmss.s |
 QF0929| CE9510 ROCK RM 2                             3.973 METERS 00507     |
 QF0929| QF0865 ENGLISH IBC                         APPROX. 1.2 KM 0092320.9 |
 QF0929| CE9509 ROCK RM 1                             5.828 METERS 13557     |
 QF0929| QF0960 WOODLAND PULP MILL NEW CHY IBC      APPROX. 7.2 KM 3013619.6 |
 QF0929|---------------------------------------------------------------------|
 QF0929
 QF0929                          SUPERSEDED SURVEY CONTROL
 QF0929
 QF0929  NAD 83(1992)-  45 07 26.51311(N)    067 19 30.89762(W) AD(       ) 3
 QF0929  NAD 83(1986)-  45 07 26.51536(N)    067 19 30.90250(W) AD(       ) 3
 QF0929  NAD 27      -  45 07 26.23900(N)    067 19 32.93900(W) AD(       ) 3
 QF0929
 QF0929.Superseded values are not recommended for survey control.
 QF0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0929.See file dsdata.txt to determine how the superseded data were derived.
 QF0929
 QF0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK3171198093(NAD 83)
 QF0929_MARKER: DH = HORIZONTAL CONTROL DISK
 QF0929_SETTING: 80 = SET IN A BOULDER
 QF0929_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF0929
 QF0929  HISTORY     - Date     Condition        Report By
 QF0929  HISTORY     - 1909     MONUMENTED       IBC
 QF0929
 QF0929                          STATION DESCRIPTION
 QF0929
 QF0929'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JEM)
 QF0929'ON THE S SIDE OF THE ST CROIX RIVER, 1 MILE SW OF BARING, ON THE
 QF0929'HIGHEST POINT OF A ROCK KNOLL, 17 METERS W OF THE CENTER LINE OF
 QF0929'STATE HIGHWAY 191, OPPOSITE THE FIRST SHARP TURN IN THE ROAD,
 QF0929'APPROXIMATELY 300 METERS FROM THE INTERSECTION OF HIGHWAY 191 AND
 QF0929'US HIGHWAY 1.
 QF0929'
 QF0929'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE IN THE ROCK.  A
 QF0929'CROSS WITHIN A TRIANGLE IS CUT IN THE ROCK N 5 DEGREES 07 MINUTES E,
 QF0929'3.97 METERS DISTANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2624 ***********************************************************************
 PE2624  CBN         -  This is a Cooperative Base Network Control Station.
 PE2624  DESIGNATION -  ROCK
 PE2624  PID         -  PE2624
 PE2624  STATE/COUNTY-  ME/KNOX
 PE2624  USGS QUAD   -  WEST ROCKPORT (1988)
 PE2624
 PE2624                         *CURRENT SURVEY CONTROL
 PE2624  ___________________________________________________________________
 PE2624* NAD 83(1996)-  44 10 49.37725(N)    069 08 18.90981(W)     ADJUSTED  
 PE2624* NAVD 88     -        68.9    (meters)     226.     (feet)  GPS OBS   
 PE2624  ___________________________________________________________________
 PE2624  X           -   1,631,534.424 (meters)                     COMP
 PE2624  Y           -  -4,281,215.434 (meters)                     COMP
 PE2624  Z           -   4,422,517.890 (meters)                     COMP
 PE2624  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 PE2624  ELLIP HEIGHT-          43.72  (meters)          (04/26/01) GPS OBS
 PE2624  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 PE2624
 PE2624  HORZ ORDER  -  B
 PE2624  ELLP ORDER  -  FOURTH    CLASS I
 PE2624
 PE2624.The horizontal coordinates were established by GPS observations
 PE2624.and adjusted by the National Geodetic Survey in July 1997..
 PE2624
 PE2624.The orthometric height was determined by GPS observations and a
 PE2624.high-resolution geoid model.
 PE2624
 PE2624.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PE2624
 PE2624.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2624
 PE2624.The ellipsoidal height was determined by GPS observations
 PE2624.and is referenced to NAD 83.
 PE2624
 PE2624.The geoid height was determined by GEOID03.
 PE2624
 PE2624;                    North         East     Units Scale Factor Converg.
 PE2624;SPC ME E     -    57,271.951   248,941.949   MT  0.99993205   -0 26 42.2
 PE2624;UTM  19      - 4,891,917.189   488,922.704   MT  0.99960151   -0 05 47.7
 PE2624
 PE2624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2624!SPC ME E     -   0.99999314  x   0.99993205  =   0.99992520
 PE2624!UTM  19      -   0.99999314  x   0.99960151  =   0.99959466
 PE2624
 PE2624                          SUPERSEDED SURVEY CONTROL
 PE2624
 PE2624  ELLIP H (07/24/97)   43.70   (m)                       GP(       ) 1 1
 PE2624  NAD 83(1986)-  44 10 49.38056(N)    069 08 18.91944(W) AD(       ) B
 PE2624  NAD 83(1992)-  44 10 49.37473(N)    069 08 18.90784(W) AD(       ) B
 PE2624  ELLIP H (04/16/93)   43.70   (m)                       GP(       ) 4 1
 PE2624
 PE2624.Superseded values are not recommended for survey control.
 PE2624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2624.See file dsdata.txt to determine how the superseded data were derived.
 PE2624
 PE2624_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ8892391917(NAD 83)
 PE2624_MARKER: DH = HORIZONTAL CONTROL DISK
 PE2624_SETTING: 66 = SET IN ROCK OUTCROP
 PE2624_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 PE2624_STAMPING: ROCK 1992
 PE2624_MARK LOGO: NGS   
 PE2624_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2624_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE2624+STABILITY: POSITION/ELEVATION WELL
 PE2624_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE2624+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2000
 PE2624
 PE2624  HISTORY     - Date     Condition        Report By
 PE2624  HISTORY     - 1992     MONUMENTED       NGS
 PE2624  HISTORY     - 20000720 GOOD             MEDT
 PE2624
 PE2624                          STATION DESCRIPTION
 PE2624
 PE2624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 PE2624'THE STATION IS LOCATED ABOUT 11.2 KM (6.95 MI) NORTHWEST OF ROCKLAND,
 PE2624'8.0 KM (4.95 MI) WEST OF ROCKPORT IN THE AREA OF WEST ROCKPORT.
 PE2624'OWNERSHIP--UNKNOWN.
 PE2624'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 90 AND 17 IN
 PE2624'WEST ROCKPORT, GO WEST ON STATE HIGHWAY 90 0.32 KM (0.20 MI) TO THE
 PE2624'STATION ON THE RIGHT IN HIGH ROCK OUTCROP ABOUT 8 FT (2.4 M) ABOVE
 PE2624'ROAD.
 PE2624'LOCATED 15.4 M (50.5 FT) SOUTH-SOUTHWEST OF A WITNESS POST, 13.8 M
 PE2624'(45.3 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY 90, 8.4 M
 PE2624'(27.6 FT) EAST OF A 2-INCH PINE TREE, 4.5 M (14.8 FT) SOUTHEAST OF A
 PE2624'WITNESS POST.
 PE2624
 PE2624                          STATION RECOVERY (2000)
 PE2624
 PE2624'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 2000 (TL)
 PE2624'THE STATION IS LOCATED ABOUT 6.95 MI (11.18 KM) NORTHWEST OF ROCKLAND,
 PE2624'4.95 MI (7.97 KM) WEST OF ROCKPORT, IN WEST ROCKPORT, ACROSS HIGHWAY
 PE2624'FROM A 1 AND 1/2 STORY TEXTURE CONCRETE BLOCK BUILDING OCCUPIED BY
 PE2624'SMITH AND MAY MASONRY INC.  OWNERSHIP--UNKNOWN.  TO REACH FROM THE
 PE2624'JUNCTION OF STATE HIGHWAYS 17 AND 90 IN WEST ROCKPORT, GO WESTERLY FOR
 PE2624'0.2 MI (0.3 KM) ON HIGHWAY 90 TO THE STATION ON THE RIGHT AT THE TOP
 PE2624'WEST END OF A GRANITE OUTCROP.  THE STATION IS SET IN A ROCK OUTCROP
 PE2624'ABOUT 8 FT (2.4 M) HIGHER THAN THE HIGHWAY.  LOCATED 70 FT (21.3 M)
 PE2624'NORTHEAST FROM THE CENTER OF A GRAVEL AND CONCRETE DRIVEWAY, 49.7 FT
 PE2624'(15.1 M) SOUTH OF A FIBERGLASS WITNESS POST ADJACENT TO A 3/4 INCH
 PE2624'RE-BAR PROPERTY MARKER WITH CAP STAMPED ---AL/H LEWISTON RLS 492---,
 PE2624'45.3 FT (13.8 M) NORTHWEST OF THE CENTERLINE OF HIGHWAY, 35.3 FT (10.8
 PE2624'M) SOUTHWEST OF A 3/4 INCH GALVANIZED GUY-WIRE EYE-BOLT PROJECTING 1
 PE2624'FT (0.3 M) ABOVE LEDGE AND 21.6 FT (6.6 M) EAST OF AN 8-INCH SCOTCH
 PE2624'PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1361 ***********************************************************************
 QF1361  DESIGNATION -  ROCK IBC 1911
 QF1361  PID         -  QF1361
 QF1361  STATE/COUNTY-  ME/WASHINGTON
 QF1361  USGS QUAD   -  LOON BAY (1988)
 QF1361
 QF1361                         *CURRENT SURVEY CONTROL
 QF1361  ___________________________________________________________________
 QF1361* NAD 83(1996)-  45 24 28.97884(N)    067 27 01.52763(W)     ADJUSTED  
 QF1361* NAVD 88     -        67.     (meters)     220.     (feet)  SCALED    
 QF1361  ___________________________________________________________________
 QF1361  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 QF1361  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 QF1361
 QF1361  HORZ ORDER  -  THIRD
 QF1361
 QF1361.The horizontal coordinates were established by classical geodetic methods
 QF1361.and adjusted by the National Geodetic Survey in March 1998..
 QF1361
 QF1361.The orthometric height was scaled from a topographic map.
 QF1361
 QF1361.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1361
 QF1361.The geoid height was determined by GEOID03.
 QF1361
 QF1361;                    North         East     Units Scale Factor Converg.
 QF1361;SPC ME E     -   194,023.809   382,157.945   MT  0.99998296   +0 44 50.9
 QF1361;UTM  19      - 5,029,449.023   621,260.099   MT  0.99978079   +1 06 13.1
 QF1361
 QF1361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1361!SPC ME E     -   0.99999323  x   0.99998296  =   0.99997619
 QF1361!UTM  19      -   0.99999323  x   0.99978079  =   0.99977402
 QF1361
 QF1361                          SUPERSEDED SURVEY CONTROL
 QF1361
 QF1361  NAD 83(1992)-  45 24 28.97520(N)    067 27 01.52582(W) AD(       ) 3
 QF1361  NAD 83(1986)-  45 24 28.97882(N)    067 27 01.53405(W) AD(       ) 3
 QF1361  NAD 27      -  45 24 28.68200(N)    067 27 03.48400(W) AD(       ) 3
 QF1361
 QF1361.Superseded values are not recommended for survey control.
 QF1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1361.See file dsdata.txt to determine how the superseded data were derived.
 QF1361
 QF1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL2126029449(NAD 83)
 QF1361_MARKER: DH = HORIZONTAL CONTROL DISK
 QF1361_SETTING: 80 = SET IN A BOULDER
 QF1361_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF1361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1361+STABILITY: SURFACE MOTION
 QF1361
 QF1361  HISTORY     - Date     Condition        Report By
 QF1361  HISTORY     - 1911     MONUMENTED       IBC
 QF1361
 QF1361                          STATION DESCRIPTION
 QF1361
 QF1361'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (AJB)
 QF1361'IN THE ST CROIX RIVER, NEAR THE HEAD OF LOOM BAY, ABOUT 75 METERS
 QF1361'DOWNSTREAM FROM THE LOWER AND LARGER ISLAND AT THE HEAD OF THE
 QF1361'BAY.  IT IS ON A LARGE ROCK IN THE MIDDLE OF THE STREAM OPPOSITE
 QF1361'THE END OF THE ROAD FROM CANOOSE POST OFFICE.
 QF1361'
 QF1361'STATION MARK ACCORDING TO OLD DESCRIPTION WAS A BRONZE DISK SET IN
 QF1361'A DRILL HOLE IN THE ROCK.  IN 1946, THE E HALF OF THE TOP OF THE
 QF1361'ROCK HAD FLAKED OFF AND THERE WAS A DEEP CROSS CUT IN THE ROCK
 QF1361'ABOUT THE CENTER OF THE TOP AND AT THE W EDGE OF THE PORTION WHERE
 QF1361'TOP WAS GONE.  POSTION SHOULD BE CHECKED FROM COOT AND IRISH BEFORE
 QF1361'BEING USED FOR ACCURATE SURVEY WORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0931 ***********************************************************************
 QF0931  DESIGNATION -  ROCKFIELD
 QF0931  PID         -  QF0931
 QF0931  STATE/COUNTY-  ME/WASHINGTON
 QF0931  USGS QUAD   -  MEDDYBEMPS LAKE EAST (1987)
 QF0931
 QF0931                         *CURRENT SURVEY CONTROL
 QF0931  ___________________________________________________________________
 QF0931* NAD 83(1996)-  45 07 24.32036(N)    067 20 46.79084(W)     ADJUSTED  
 QF0931* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 QF0931  ___________________________________________________________________
 QF0931  LAPLACE CORR-           4.63  (seconds)                    DEFLEC99
 QF0931  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 QF0931
 QF0931  HORZ ORDER  -  THIRD
 QF0931
 QF0931.The horizontal coordinates were established by classical geodetic methods
 QF0931.and adjusted by the National Geodetic Survey in March 1998..
 QF0931
 QF0931.The orthometric height was scaled from a topographic map.
 QF0931
 QF0931.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0931
 QF0931.The geoid height was determined by GEOID03.
 QF0931
 QF0931;                    North         East     Units Scale Factor Converg.
 QF0931;SPC ME E     -   162,505.978   390,758.572   MT  1.00000125   +0 49 03.3
 QF0931;UTM  19      - 4,997,991.351   630,054.261   MT  0.99980798   +1 10 19.2
 QF0931
 QF0931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0931!SPC ME E     -   1.00000134  x   1.00000125  =   1.00000259
 QF0931!UTM  19      -   1.00000134  x   0.99980798  =   0.99980932
 QF0931
 QF0931:                Primary Azimuth Mark                     Grid Az
 QF0931:SPC ME E     -  STILLMAN IBC                             005 47 30.7
 QF0931:UTM  19      -  STILLMAN IBC                             005 26 14.8
 QF0931
 QF0931|---------------------------------------------------------------------|
 QF0931| PID    Reference Object                     Distance      Geod. Az  |
 QF0931|                                                           dddmmss.s |
 QF0931| QF0879 STILLMAN IBC                        423.213 METERS 0063634.0 |
 QF0931| QF0930 INTERVAL                            375.236 METERS 07513     |
 QF0931| CE9511 ROCKFIELD RM 1                        8.765 METERS 07653     |
 QF0931| CE9512 ROCKFIELD RM 2                       10.135 METERS 19901     |
 QF0931| QF0881 LAWLER                              443.321 METERS 3315315.5 |
 QF0931| QF0880 HALL IBC                            APPROX. 0.5 KM 3511244.3 |
 QF0931|---------------------------------------------------------------------|
 QF0931
 QF0931                          SUPERSEDED SURVEY CONTROL
 QF0931
 QF0931  NAD 83(1992)-  45 07 24.31520(N)    067 20 46.78940(W) AD(       ) 3
 QF0931  NAD 83(1986)-  45 07 24.31738(N)    067 20 46.79456(W) AD(       ) 3
 QF0931  NAD 27      -  45 07 24.04800(N)    067 20 48.83200(W) AD(       ) 3
 QF0931
 QF0931.Superseded values are not recommended for survey control.
 QF0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0931.See file dsdata.txt to determine how the superseded data were derived.
 QF0931
 QF0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK3005497991(NAD 83)
 QF0931_MARKER: Z = SEE DESCRIPTION
 QF0931_SETTING: 0 = UNSPECIFIED SETTING
 QF0931
 QF0931  HISTORY     - Date     Condition        Report By
 QF0931  HISTORY     - 1910     MONUMENTED       IBC
 QF0931
 QF0931                          STATION DESCRIPTION
 QF0931
 QF0931'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JEM)
 QF0931'ON THE S SIDE OF THE ST CROIX RIVER, ABOUT 1-1/2 MILES ABOVE BARING,
 QF0931'ABOUT 100 METERS N OF THE BARING - WOODLAND ROAD, NEAR THE HEAD OF
 QF0931'THE BIG SLOUGH OR INLET WHOSE MOUTH IS OPPOSITE HAYWOOD ISLAND.  IT
 QF0931'IS ABOUT 150 METERS NW OF THE MOUTH OF A LITTLE BROOK THAT FLOWS
 QF0931'ACROSS THE ROAD AND INTO THE SLOUGH.
 QF0931'
 QF0931'STATION MARK--NO RECORD WAS MADE OF THE KIND OF MARK.  A CROSS
 QF0931'WITHIN A TRIANGLE CUT IN THE SLOPING FACE OF A LARGE STONE BEARS N
 QF0931'76 DEGREES 53 MINUTES E, 8.76 METERS FROM THE STATION, AND A LIKE MARK
 QF0931'CUT IN THE VERTICAL FACE OF A LARGE STONE BEARS S 19 DEGREES 01
 QF0931'MINUTES W, 10.13 METERS DISTANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2284 ***********************************************************************
 PE2284  DESIGNATION -  ROCKLAND BAPTIST CHURCH SPIRE
 PE2284  PID         -  PE2284
 PE2284  STATE/COUNTY-  ME/KNOX
 PE2284  USGS QUAD   -  ROCKLAND (1979)
 PE2284
 PE2284                         *CURRENT SURVEY CONTROL
 PE2284  ___________________________________________________________________
 PE2284* NAD 83(1996)-  44 06 22.22248(N)    069 06 34.78465(W)     ADJUSTED  
 PE2284* NAVD 88     -                                                        
 PE2284  ___________________________________________________________________
 PE2284  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 PE2284  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 PE2284
 PE2284  HORZ ORDER  -  THIRD
 PE2284
 PE2284.The horizontal coordinates were established by classical geodetic methods
 PE2284.and adjusted by the National Geodetic Survey in March 1998..
 PE2284
 PE2284
 PE2284.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2284
 PE2284.The geoid height was determined by GEOID03.
 PE2284
 PE2284;                    North         East     Units Scale Factor Converg.
 PE2284;SPC ME E     -    49,009.395   251,193.434   MT  0.99992929   -0 25 27.6
 PE2284;UTM  19      - 4,883,671.188   491,223.608   MT  0.99960095   -0 04 34.8
 PE2284
 PE2284                          SUPERSEDED SURVEY CONTROL
 PE2284
 PE2284  NAD 83(1992)-  44 06 22.22786(N)    069 06 34.76502(W) AD(       ) 4
 PE2284  NAD 83(1986)-  44 06 22.23216(N)    069 06 34.77205(W) AD(       ) 4
 PE2284  NAD 27      -  44 06 21.94000(N)    069 06 36.62000(W) AD(       ) 3
 PE2284
 PE2284.Superseded values are not recommended for survey control.
 PE2284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2284.See file dsdata.txt to determine how the superseded data were derived.
 PE2284
 PE2284_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ9122483671(NAD 83)
 PE2284
 PE2284  HISTORY     - Date     Condition        Report By
 PE2284  HISTORY     - UNK      MONUMENTED
 PE2284  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2284  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2284
 PE2284                          STATION DESCRIPTION
 PE2284
 PE2284'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2284'LOST.  THE SPIRE WAS MOVED FROM THE CENTER OF THE CHURCH TO
 PE2284'ONE CORNER.
 PE2284
 PE2284                          STATION RECOVERY (1943)
 PE2284
 PE2284'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2284'LISTED AS LOST IN 1934 BY K.G.C.  VERIFIED IN 1943.
 PE2284'
 PE2284'AIR PHOTO PARTY CONSIDERS THIS STATION LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2321 ***********************************************************************
 PE2321  DESIGNATION -  ROCKLAND BREAKWATER LIGHTHOUSE
 PE2321  PID         -  PE2321
 PE2321  STATE/COUNTY-  ME/KNOX
 PE2321  USGS QUAD   -  ROCKLAND (1979)
 PE2321
 PE2321                         *CURRENT SURVEY CONTROL
 PE2321  ___________________________________________________________________
 PE2321* NAD 83(1996)-  44 06 14.54606(N)    069 04 39.18124(W)     ADJUSTED  
 PE2321* NAVD 88     -                                                        
 PE2321  ___________________________________________________________________
 PE2321  LAPLACE CORR-           2.83  (seconds)                    DEFLEC99
 PE2321  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 PE2321
 PE2321  HORZ ORDER  -  THIRD
 PE2321
 PE2321.The horizontal coordinates were established by classical geodetic methods
 PE2321.and adjusted by the National Geodetic Survey in March 1998..
 PE2321
 PE2321
 PE2321.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2321
 PE2321.The geoid height was determined by GEOID03.
 PE2321
 PE2321;                    North         East     Units Scale Factor Converg.
 PE2321;SPC ME E     -    48,753.947   253,762.508   MT  0.99992629   -0 24 07.1
 PE2321;UTM  19      - 4,883,431.427   493,793.345   MT  0.99960047   -0 03 14.3
 PE2321
 PE2321                          SUPERSEDED SURVEY CONTROL
 PE2321
 PE2321  NAD 83(1992)-  44 06 14.55109(N)    069 04 39.16147(W) AD(       ) 4
 PE2321  NAD 83(1986)-  44 06 14.55561(N)    069 04 39.16794(W) AD(       ) 4
 PE2321  NAD 27      -  44 06 14.25700(N)    069 04 41.02000(W) AD(       ) 3
 PE2321
 PE2321.Superseded values are not recommended for survey control.
 PE2321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2321.See file dsdata.txt to determine how the superseded data were derived.
 PE2321
 PE2321_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ9379383431(NAD 83)
 PE2321_MARKER: 13 = LIGHTHOUSE
 PE2321_SETTING: 0 = UNSPECIFIED SETTING
 PE2321_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2321_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE2321+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2004
 PE2321
 PE2321  HISTORY     - Date     Condition        Report By
 PE2321  HISTORY     - UNK      FIRST OBSERVED
 PE2321  HISTORY     - 1928     SEE DESCRIPTION  CGS
 PE2321  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2321  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2321  HISTORY     - 1954     SEE DESCRIPTION  CGS
 PE2321  HISTORY     - 1983     GOOD             NOS
 PE2321  HISTORY     - 19940919 GOOD             USPSQD
 PE2321  HISTORY     - 20010417 GOOD             USPSQD
 PE2321  HISTORY     - 20031008 GOOD             USPSQD
 PE2321  HISTORY     - 20041228 GOOD             USPSQD
 PE2321
 PE2321                          STATION DESCRIPTION
 PE2321
 PE2321'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (GCM)
 PE2321'STATION RECOVERED INTACT.
 PE2321
 PE2321                          STATION RECOVERY (1934)
 PE2321
 PE2321'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2321'THE CENTER OF THE LIGHTHOUSE ON THE SOUTHERN END OF THE
 PE2321'BREAKWATER IN ROCKLAND HARBOR.
 PE2321
 PE2321                          STATION RECOVERY (1943)
 PE2321
 PE2321'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2321'STATION WAS RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION--
 PE2321'
 PE2321'STATION IS ON TOP OF A WHITE, SQUARE TOWER ON CORNER OF
 PE2321'FOG-SIGNAL HOUSE, ON GRANITE PIER, AND ABOUT 39 FEET ABOVE WATER.
 PE2321
 PE2321                          STATION RECOVERY (1954)
 PE2321
 PE2321'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HOF)
 PE2321'THIS STATION WAS RECOVERED AS DESCRIBED.  THE CONDITION OF
 PE2321'IT WAS GOOD.
 PE2321
 PE2321                          STATION RECOVERY (1983)
 PE2321
 PE2321'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1983 (RST)
 PE2321'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 PE2321
 PE2321                          STATION RECOVERY (1994)
 PE2321
 PE2321'RECOVERY NOTE BY US POWER SQUADRON 1994
 PE2321'RECOVERED IN GOOD CONDITION.
 PE2321
 PE2321                          STATION RECOVERY (2001)
 PE2321
 PE2321'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 PE2321'RECOVERED IN GOOD CONDITION.
 PE2321
 PE2321                          STATION RECOVERY (2003)
 PE2321
 PE2321'RECOVERY NOTE BY US POWER SQUADRON 2003 (RMS)
 PE2321'RECOVERED IN GOOD CONDITION.
 PE2321
 PE2321                          STATION RECOVERY (2004)
 PE2321
 PE2321'RECOVERY NOTE BY US POWER SQUADRON 2004 (KJG)
 PE2321'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2324 ***********************************************************************
 PE2324  DESIGNATION -  ROCKLAND CATHOLIC CHURCH
 PE2324  PID         -  PE2324
 PE2324  STATE/COUNTY-  ME/KNOX
 PE2324  USGS QUAD   -  ROCKLAND (1979)
 PE2324
 PE2324                         *CURRENT SURVEY CONTROL
 PE2324  ___________________________________________________________________
 PE2324* NAD 83(1996)-  44 06 06.84186(N)    069 07 02.09238(W)     ADJUSTED  
 PE2324* NAVD 88     -                                                        
 PE2324  ___________________________________________________________________
 PE2324  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 PE2324  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 PE2324
 PE2324  HORZ ORDER  -  THIRD
 PE2324
 PE2324.The horizontal coordinates were established by classical geodetic methods
 PE2324.and adjusted by the National Geodetic Survey in March 1998..
 PE2324
 PE2324
 PE2324.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2324
 PE2324.The geoid height was determined by GEOID03.
 PE2324
 PE2324;                    North         East     Units Scale Factor Converg.
 PE2324;SPC ME E     -    48,539.243   250,582.618   MT  0.99993003   -0 25 46.5
 PE2324;SPC ME W     -   141,471.006   984,023.049   MT  1.00005346   +0 43 49.3
 PE2324;UTM  19      - 4,883,197.490   490,615.859   MT  0.99960108   -0 04 53.7
 PE2324
 PE2324                          SUPERSEDED SURVEY CONTROL
 PE2324
 PE2324  NAD 83(1992)-  44 06 06.84722(N)    069 07 02.07268(W) AD(       ) 4
 PE2324  NAD 83(1986)-  44 06 06.85154(N)    069 07 02.07970(W) AD(       ) 4
 PE2324  NAD 27      -  44 06 06.56000(N)    069 07 03.92000(W) AD(       ) 3
 PE2324
 PE2324.Superseded values are not recommended for survey control.
 PE2324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2324.See file dsdata.txt to determine how the superseded data were derived.
 PE2324
 PE2324_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ9061683197(NAD 83)
 PE2324
 PE2324  HISTORY     - Date     Condition        Report By
 PE2324  HISTORY     - UNK      MONUMENTED
 PE2324  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2324  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2324
 PE2324                          STATION DESCRIPTION
 PE2324
 PE2324'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2324'LOST.  THE CHURCH WAS BURNED AND REBUILT IN 1888.
 PE2324
 PE2324                          STATION RECOVERY (1943)
 PE2324
 PE2324'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2324'LISTED AS LOST IN 1934 BY K.G.C.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2282 ***********************************************************************
 PE2282  DESIGNATION -  ROCKLAND CHURCH CUPOLA
 PE2282  PID         -  PE2282
 PE2282  STATE/COUNTY-  ME/KNOX
 PE2282  USGS QUAD   -  ROCKLAND (1979)
 PE2282
 PE2282                         *CURRENT SURVEY CONTROL
 PE2282  ___________________________________________________________________
 PE2282* NAD 83(1996)-  44 07 07.72351(N)    069 06 09.55841(W)     ADJUSTED  
 PE2282* NAVD 88     -                                                        
 PE2282  ___________________________________________________________________
 PE2282  LAPLACE CORR-           2.42  (seconds)                    DEFLEC99
 PE2282  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 PE2282
 PE2282  HORZ ORDER  -  THIRD
 PE2282
 PE2282.The horizontal coordinates were established by classical geodetic methods
 PE2282.and adjusted by the National Geodetic Survey in March 1998..
 PE2282
 PE2282
 PE2282.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2282
 PE2282.The geoid height was determined by GEOID03.
 PE2282
 PE2282;                    North         East     Units Scale Factor Converg.
 PE2282;SPC ME E     -    50,409.521   251,764.686   MT  0.99992861   -0 25 10.4
 PE2282;UTM  19      - 4,885,074.298   491,786.159   MT  0.99960083   -0 04 17.3
 PE2282
 PE2282                          SUPERSEDED SURVEY CONTROL
 PE2282
 PE2282  NAD 83(1992)-  44 07 07.72888(N)    069 06 09.53890(W) AD(       ) 4
 PE2282  NAD 83(1986)-  44 07 07.73335(N)    069 06 09.54580(W) AD(       ) 4
 PE2282  NAD 27      -  44 07 07.44000(N)    069 06 11.39000(W) AD(       ) 3
 PE2282
 PE2282.Superseded values are not recommended for survey control.
 PE2282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2282.See file dsdata.txt to determine how the superseded data were derived.
 PE2282
 PE2282_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ9178685074(NAD 83)
 PE2282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE2282+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2004
 PE2282
 PE2282  HISTORY     - Date     Condition        Report By
 PE2282  HISTORY     - UNK      MONUMENTED
 PE2282  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2282  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2282  HISTORY     - 19940919 GOOD             USPSQD
 PE2282  HISTORY     - 20010419 POOR             USPSQD
 PE2282  HISTORY     - 20031008 POOR             USPSQD
 PE2282  HISTORY     - 20041228 GOOD             USPSQD
 PE2282
 PE2282                          STATION DESCRIPTION
 PE2282
 PE2282'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2282'LOST.  THE SPIRE WAS MOVED IN POSITION IN 1905.
 PE2282
 PE2282                          STATION RECOVERY (1943)
 PE2282
 PE2282'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2282'REPORTED AS LOST IN 1934 BY K.G.C.  THE CHURCH SPIRE WAS
 PE2282'REMODELED IN 1905.  ACCORDING TO LOCAL INFORMATION THE SPIRE ON
 PE2282'TOP OF THE BELFRY WAS BUILT IN APPROXIMATELY THE SAME POSITION
 PE2282'AS THE ORIGINAL CUPOLA.
 PE2282'
 PE2282'THE CHURCH IS PAINTED WHITE AND IS KNOWN AS THE LITTLEFIELD
 PE2282'FREE BAPTIST CHURCH.  IT IS LOCATED ON THE SW INTERSECTION
 PE2282'CORNER OF CAMDEN STREET AND PHILBRICK AVENUE.
 PE2282
 PE2282                          STATION RECOVERY (1994)
 PE2282
 PE2282'RECOVERY NOTE BY US POWER SQUADRON 1994
 PE2282'RECOVERED IN GOOD CONDITION.
 PE2282
 PE2282                          STATION RECOVERY (2001)
 PE2282
 PE2282'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 PE2282'THIS STRUCTURE IS IN VERY POOR CONDITION AND IS NOW KNOWN AS THE FREE
 PE2282'WILL BAPTIST CHURCH.
 PE2282
 PE2282                          STATION RECOVERY (2003)
 PE2282
 PE2282'RECOVERY NOTE BY US POWER SQUADRON 2003 (RMS)
 PE2282'NO LONGER A CHURCH. CUPOLA REMAINS IN POOR CONDITION
 PE2282
 PE2282                          STATION RECOVERY (2004)
 PE2282
 PE2282'RECOVERY NOTE BY US POWER SQUADRON 2004 (KJG)
 PE2282'THE BUILDING IS A RESIDENCE NOW, 124 CAMDEN ST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2287 ***********************************************************************
 PE2287  DESIGNATION -  ROCKLAND CONGREGATIONAL CHURCH
 PE2287  PID         -  PE2287
 PE2287  STATE/COUNTY-  ME/KNOX
 PE2287  USGS QUAD   -  ROCKLAND (1979)
 PE2287
 PE2287                         *CURRENT SURVEY CONTROL
 PE2287  ___________________________________________________________________
 PE2287* NAD 83(1996)-  44 06 23.58638(N)    069 06 35.42705(W)     ADJUSTED  
 PE2287* NAVD 88     -                                                        
 PE2287  ___________________________________________________________________
 PE2287  LAPLACE CORR-           2.75  (seconds)                    DEFLEC99
 PE2287  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 PE2287
 PE2287  HORZ ORDER  -  THIRD
 PE2287
 PE2287.The horizontal coordinates were established by classical geodetic methods
 PE2287.and adjusted by the National Geodetic Survey in March 1998..
 PE2287
 PE2287
 PE2287.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2287
 PE2287.The geoid height was determined by GEOID03.
 PE2287
 PE2287;                    North         East     Units Scale Factor Converg.
 PE2287;SPC ME E     -    49,051.593   251,179.461   MT  0.99992930   -0 25 28.0
 PE2287;UTM  19      - 4,883,713.287   491,209.383   MT  0.99960095   -0 04 35.2
 PE2287
 PE2287                          SUPERSEDED SURVEY CONTROL
 PE2287
 PE2287  NAD 83(1992)-  44 06 23.59176(N)    069 06 35.40741(W) AD(       ) 4
 PE2287  NAD 83(1986)-  44 06 23.59612(N)    069 06 35.41441(W) AD(       ) 4
 PE2287  NAD 27      -  44 06 23.30000(N)    069 06 37.24000(W) AD(       ) 3
 PE2287
 PE2287.Superseded values are not recommended for survey control.
 PE2287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2287.See file dsdata.txt to determine how the superseded data were derived.
 PE2287
 PE2287_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ9120983713(NAD 83)
 PE2287
 PE2287  HISTORY     - Date     Condition        Report By
 PE2287  HISTORY     - UNK      MONUMENTED
 PE2287  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2287  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2287
 PE2287                          STATION DESCRIPTION
 PE2287
 PE2287'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2287'LOST.  THE POSITION OF THE SPIRE HAS BEEN CHANGED.
 PE2287
 PE2287                          STATION RECOVERY (1943)
 PE2287
 PE2287'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2287'LISTED AS LOST IN 1934 BY K.G.C.
 PE2287'
 PE2287'AIR PHOTO PARTY CONSIDERS THIS STATION LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2298 ***********************************************************************
 PE2298  DESIGNATION -  ROCKLAND EPISCOPAL CHURCH
 PE2298  PID         -  PE2298
 PE2298  STATE/COUNTY-  ME/KNOX
 PE2298  USGS QUAD   -  ROCKLAND (1979)
 PE2298
 PE2298                         *CURRENT SURVEY CONTROL
 PE2298  ___________________________________________________________________
 PE2298* NAD 83(1996)-  44 06 07.12007(N)    069 06 51.94900(W)     ADJUSTED  
 PE2298* NAVD 88     -                                                        
 PE2298  ___________________________________________________________________
 PE2298  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 PE2298  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 PE2298
 PE2298  HORZ ORDER  -  THIRD
 PE2298
 PE2298.The horizontal coordinates were established by classical geodetic methods
 PE2298.and adjusted by the National Geodetic Survey in March 1998..
 PE2298
 PE2298
 PE2298.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2298
 PE2298.The geoid height was determined by GEOID03.
 PE2298
 PE2298;                    North         East     Units Scale Factor Converg.
 PE2298;SPC ME E     -    48,546.141   250,808.262   MT  0.99992975   -0 25 39.4
 PE2298;UTM  19      - 4,883,205.756   490,841.383   MT  0.99960103   -0 04 46.7
 PE2298
 PE2298                          SUPERSEDED SURVEY CONTROL
 PE2298
 PE2298  NAD 83(1992)-  44 06 07.12545(N)    069 06 51.92931(W) AD(       ) 4
 PE2298  NAD 83(1986)-  44 06 07.12977(N)    069 06 51.93631(W) AD(       ) 4
 PE2298  NAD 27      -  44 06 06.84000(N)    069 06 53.78000(W) AD(       ) 3
 PE2298
 PE2298.Superseded values are not recommended for survey control.
 PE2298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2298.See file dsdata.txt to determine how the superseded data were derived.
 PE2298
 PE2298_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ9084183206(NAD 83)
 PE2298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE2298+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2004
 PE2298
 PE2298  HISTORY     - Date     Condition        Report By
 PE2298  HISTORY     - UNK      MONUMENTED
 PE2298  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2298  HISTORY     - 20031008 GOOD             USPSQD
 PE2298  HISTORY     - 20041228 GOOD             USPSQD
 PE2298
 PE2298                          STATION DESCRIPTION
 PE2298
 PE2298'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2298'STATION IS LOST.
 PE2298'
 PE2298'THE PRESENT SITE OF THE CHURCH IS ON WHITE STREET BETWEEN
 PE2298'LIMEROCK AND BEECH STREETS, IN THE CITY OF ROCKLAND.  THE CHURCH
 PE2298'WAS FORMERLY ON PARK STREET, BUT WAS DEMOLISHED IN 1884 WHEN IT
 PE2298'WAS STRUCK BY LIGHTNING.  DURING THE SAME YEAR THE PRESENT CHURCH
 PE2298'WAS CONSTRUCTED ON THE PRESENT SITE.
 PE2298
 PE2298                          STATION RECOVERY (2003)
 PE2298
 PE2298'RECOVERY NOTE BY US POWER SQUADRON 2003 (RMS)
 PE2298'RECOVERED IN GOOD CONDITION.
 PE2298
 PE2298                          STATION RECOVERY (2004)
 PE2298
 PE2298'RECOVERY NOTE BY US POWER SQUADRON 2004 (KJG)
 PE2298'THE CHURCH IS STAINED A DARK RED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2332 ***********************************************************************
 PE2332  DESIGNATION -  ROCKLAND FIRST BAP CH CLOCKTWR
 PE2332  PID         -  PE2332
 PE2332  STATE/COUNTY-  ME/KNOX
 PE2332  USGS QUAD   -  ROCKLAND (1979)
 PE2332
 PE2332                         *CURRENT SURVEY CONTROL
 PE2332  ___________________________________________________________________
 PE2332* NAD 83(1996)-  44 06 50.61688(N)    069 06 29.25359(W)     ADJUSTED  
 PE2332* NAVD 88     -                                                        
 PE2332  ___________________________________________________________________
 PE2332  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 PE2332  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 PE2332
 PE2332  HORZ ORDER  -  THIRD
 PE2332
 PE2332.The horizontal coordinates were established by classical geodetic methods
 PE2332.and adjusted by the National Geodetic Survey in March 1998..
 PE2332
 PE2332
 PE2332.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2332
 PE2332.The geoid height was determined by GEOID03.
 PE2332
 PE2332;                    North         East     Units Scale Factor Converg.
 PE2332;SPC ME E     -    49,884.795   251,322.906   MT  0.99992913   -0 25 23.9
 PE2332;UTM  19      - 4,884,547.071   491,347.719   MT  0.99960092   -0 04 31.0
 PE2332
 PE2332                          SUPERSEDED SURVEY CONTROL
 PE2332
 PE2332  NAD 83(1992)-  44 06 50.62224(N)    069 06 29.23403(W) AD(       ) 4
 PE2332  NAD 83(1986)-  44 06 50.62667(N)    069 06 29.24089(W) AD(       ) 4
 PE2332  NAD 27      -  44 06 50.33000(N)    069 06 31.09000(W) AD(       ) 3
 PE2332
 PE2332.Superseded values are not recommended for survey control.
 PE2332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2332.See file dsdata.txt to determine how the superseded data were derived.
 PE2332
 PE2332_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ9134884547(NAD 83)
 PE2332
 PE2332  HISTORY     - Date     Condition        Report By
 PE2332  HISTORY     - UNK      MONUMENTED
 PE2332  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2332  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2332
 PE2332                          STATION DESCRIPTION
 PE2332
 PE2332'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2332'STATION LOST.  THE SPIRE HAS BEEN REMOVED.  THIS IS THE SAME
 PE2332'POINT AS FIRST CHURCH OF CHRIST, SCIENTIST AND WAS ORIGINALLY
 PE2332'THE SECOND INSTEAD OF THE FIRST BAPTIST CHURCH.
 PE2332
 PE2332                          STATION RECOVERY (1943)
 PE2332
 PE2332'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2332'REPORTED AS LOST IN 1934 BY K.G.C.  SPIRE HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2302 ***********************************************************************
 PE2302  DESIGNATION -  ROCKLAND METHODIST CHURCH
 PE2302  PID         -  PE2302
 PE2302  STATE/COUNTY-  ME/KNOX
 PE2302  USGS QUAD   -  ROCKLAND (1979)
 PE2302
 PE2302                         *CURRENT SURVEY CONTROL
 PE2302  ___________________________________________________________________
 PE2302* NAD 83(1996)-  44 06 11.18306(N)    069 06 39.79957(W)     ADJUSTED  
 PE2302* NAVD 88     -                                                        
 PE2302  ___________________________________________________________________
 PE2302  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 PE2302  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 PE2302
 PE2302  HORZ ORDER  -  THIRD
 PE2302
 PE2302.The horizontal coordinates were established by classical geodetic methods
 PE2302.and adjusted by the National Geodetic Survey in March 1998..
 PE2302
 PE2302
 PE2302.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2302
 PE2302.The geoid height was determined by GEOID03.
 PE2302
 PE2302;                    North         East     Units Scale Factor Converg.
 PE2302;SPC ME E     -    48,669.523   251,079.386   MT  0.99992942   -0 25 31.0
 PE2302;UTM  19      - 4,883,330.741   491,111.663   MT  0.99960097   -0 04 38.2
 PE2302
 PE2302                          SUPERSEDED SURVEY CONTROL
 PE2302
 PE2302  NAD 83(1992)-  44 06 11.18845(N)    069 06 39.77990(W) AD(       ) 4
 PE2302  NAD 83(1986)-  44 06 11.19278(N)    069 06 39.78686(W) AD(       ) 4
 PE2302  NAD 27      -  44 06 10.90000(N)    069 06 41.63000(W) AD(       ) 3
 PE2302
 PE2302.Superseded values are not recommended for survey control.
 PE2302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2302.See file dsdata.txt to determine how the superseded data were derived.
 PE2302
 PE2302_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ9111283331(NAD 83)
 PE2302
 PE2302  HISTORY     - Date     Condition        Report By
 PE2302  HISTORY     - UNK      MONUMENTED
 PE2302  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2302  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2302  HISTORY     - 19940917 GOOD             USPSQD
 PE2302  HISTORY     - 20010419 MARK NOT FOUND   USPSQD
 PE2302
 PE2302                          STATION DESCRIPTION
 PE2302
 PE2302'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2302'LOST.  THE SPIRE HAS BEEN REMOVED.
 PE2302
 PE2302                          STATION RECOVERY (1943)
 PE2302
 PE2302'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2302'LISTED AS LOST IN 1934 BY K.G.C.
 PE2302'
 PE2302'THE CUPOLA ON TOP OF OLD SPIRE IS LOCATED ON E CENTER END
 PE2302'OF A LIGHT BROWN, TRIMMED IN DARK BROWN, CHURCH.  THE CHURCH IS
 PE2302'DIRECTLY OPPOSITE ELM STREET, FACING UNION STREET, AND BETWEEN
 PE2302'MASONIC AND GRACE STREETS.  IT IS A WOODEN STRUCTURE AND IS NOW
 PE2302'KNOWN AS THE PRATT MEMORIAL METHODIST CHURCH.
 PE2302
 PE2302                          STATION RECOVERY (1994)
 PE2302
 PE2302'RECOVERY NOTE BY US POWER SQUADRON 1994
 PE2302'RECOVERED IN GOOD CONDITION.
 PE2302
 PE2302                          STATION RECOVERY (2001)
 PE2302
 PE2302'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 PE2302'THIS STRUCTURE IS NO LONGER A CHURCH. IT IS AN EXHIBIT HALL FOR THE
 PE2302'ART WORKS OF ANDREW WYETH, AND IS PART OF THE FARNSWORTH MUSEUM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2304 ***********************************************************************
 PE2304  DESIGNATION -  ROCKLAND STEAM MILL TALL CHIM
 PE2304  PID         -  PE2304
 PE2304  STATE/COUNTY-  ME/KNOX
 PE2304  USGS QUAD   -  ROCKLAND (1979)
 PE2304
 PE2304                         *CURRENT SURVEY CONTROL
 PE2304  ___________________________________________________________________
 PE2304* NAD 83(1996)-  44 06 29.29786(N)    069 06 36.79356(W)     ADJUSTED  
 PE2304* NAVD 88     -                                                        
 PE2304  ___________________________________________________________________
 PE2304  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 PE2304  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 PE2304
 PE2304  HORZ ORDER  -  THIRD
 PE2304
 PE2304.The horizontal coordinates were established by classical geodetic methods
 PE2304.and adjusted by the National Geodetic Survey in March 1998..
 PE2304
 PE2304
 PE2304.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2304
 PE2304.The geoid height was determined by GEOID03.
 PE2304
 PE2304;                    North         East     Units Scale Factor Converg.
 PE2304;SPC ME E     -    49,228.087   251,150.380   MT  0.99992934   -0 25 29.0
 PE2304;UTM  19      - 4,883,889.542   491,179.241   MT  0.99960096   -0 04 36.2
 PE2304
 PE2304                          SUPERSEDED SURVEY CONTROL
 PE2304
 PE2304  NAD 83(1992)-  44 06 29.30323(N)    069 06 36.77393(W) AD(       ) 4
 PE2304  NAD 83(1986)-  44 06 29.30760(N)    069 06 36.78090(W) AD(       ) 4
 PE2304  NAD 27      -  44 06 29.02000(N)    069 06 38.62000(W) AD(       ) 3
 PE2304
 PE2304.Superseded values are not recommended for survey control.
 PE2304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2304.See file dsdata.txt to determine how the superseded data were derived.
 PE2304
 PE2304_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ9117983890(NAD 83)
 PE2304
 PE2304  HISTORY     - Date     Condition        Report By
 PE2304  HISTORY     - UNK      MONUMENTED
 PE2304  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2304  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2304
 PE2304                          STATION DESCRIPTION
 PE2304
 PE2304'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2304'LOST.  THE OLD CHIMNEY HAS BEEN TORN DOWN.
 PE2304
 PE2304                          STATION RECOVERY (1943)
 PE2304
 PE2304'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2304'THE OLD CHIMNEY HAS BEEN TORN DOWN, AS REPORTED BY K.G.C. IN
 PE2304'1934.  APPARENTLY A NEW CHIMNEY WAS BUILT IN ITS PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1919 ***********************************************************************
 QF1919  DESIGNATION -  ROCKMAPLE TABLET IBC
 QF1919  PID         -  QF1919
 QF1919  STATE/COUNTY-  ME/AROOSTOOK
 QF1919  USGS QUAD   -  ORIENT (1989)
 QF1919
 QF1919                         *CURRENT SURVEY CONTROL
 QF1919  ___________________________________________________________________
 QF1919* NAD 83(1996)-  45 51 59.99619(N)    067 48 07.68412(W)     ADJUSTED  
 QF1919* NAVD 88     -       137.     (meters)     449.     (feet)  SCALED    
 QF1919  ___________________________________________________________________
 QF1919  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 QF1919  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 QF1919
 QF1919  HORZ ORDER  -  THIRD
 QF1919
 QF1919.The horizontal coordinates were established by classical geodetic methods
 QF1919.and adjusted by the National Geodetic Survey in March 1998..
 QF1919
 QF1919.The orthometric height was scaled from a topographic map.
 QF1919
 QF1919.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1919
 QF1919.The geoid height was determined by GEOID03.
 QF1919
 QF1919;                    North         East     Units Scale Factor Converg.
 QF1919;SPC ME E     -   244,692.156   354,183.210   MT  0.99993608   +0 30 03.2
 QF1919;UTM  19      - 5,079,930.910   592,975.845   MT  0.99970627   +0 51 35.3
 QF1919
 QF1919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1919!SPC ME E     -   0.99998226  x   0.99993608  =   0.99991834
 QF1919!UTM  19      -   0.99998226  x   0.99970627  =   0.99968853
 QF1919
 QF1919                          SUPERSEDED SURVEY CONTROL
 QF1919
 QF1919  NAD 83(1992)-  45 51 59.99347(N)    067 48 07.68278(W) AD(       ) 4
 QF1919  NAD 83(1986)-  45 51 59.98562(N)    067 48 07.69373(W) AD(       ) 4
 QF1919  NAD 27      -  45 51 59.80360(N)    067 48 09.66067(W) AD(       ) 3
 QF1919
 QF1919.Superseded values are not recommended for survey control.
 QF1919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1919.See file dsdata.txt to determine how the superseded data were derived.
 QF1919
 QF1919_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9297679931(NAD 83)
 QF1919_MARKER: DD = SURVEY DISK
 QF1919_SETTING: 80 = SET IN A BOULDER
 QF1919_SP_SET: SET IN A DRILL HOLE IN A BOULDER
 QF1919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1919+STABILITY: SURFACE MOTION
 QF1919
 QF1919  HISTORY     - Date     Condition        Report By
 QF1919  HISTORY     - 1912     MONUMENTED       IBC
 QF1919  HISTORY     - 1972     GOOD             IBC
 QF1919
 QF1919                          STATION DESCRIPTION
 QF1919
 QF1919'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (JEM)
 QF1919'ON A DRY KNOLL 68 METERS S OF MONUMENT BROOK, 1/8 MILE BELOW THE
 QF1919'MOUTH OF GREENLEAF BROOK.  IT IS IN DENSE UNDERBRUSH IN THE MIDST OF
 QF1919'A GROUP OF HUGE DEAD BIRCH TREES WITH FIR TREES GROWING UP AROUND
 QF1919'THEM.  IT IS DIRECTLY INSHORE FROM THE OLD BOAT LANDING AT THE HEAD
 QF1919'OF THE BAY 300 FEET BELOW GREENLEAF BROOK.
 QF1919'
 QF1919'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE SURROUNDED BY A
 QF1919'TRIANGLE CUT IN A GRANITE ROCK ABOUT 6 BY 7 FEET BY 4 FEET HIGH.
 QF1919
 QF1919                          STATION RECOVERY (1972)
 QF1919
 QF1919'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1919'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2263 ***********************************************************************
 PE2263  DESIGNATION -  ROCKPORT CONG CH SQUARE SPIRE
 PE2263  PID         -  PE2263
 PE2263  STATE/COUNTY-  ME/KNOX
 PE2263  USGS QUAD   -  CAMDEN (1991)
 PE2263
 PE2263                         *CURRENT SURVEY CONTROL
 PE2263  ___________________________________________________________________
 PE2263* NAD 83(1996)-  44 11 15.82869(N)    069 04 06.47853(W)     ADJUSTED  
 PE2263* NAVD 88     -                                                        
 PE2263  ___________________________________________________________________
 PE2263  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 PE2263  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 PE2263
 PE2263  HORZ ORDER  -  THIRD
 PE2263
 PE2263.The horizontal coordinates were established by classical geodetic methods
 PE2263.and adjusted by the National Geodetic Survey in March 1998..
 PE2263
 PE2263
 PE2263.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2263
 PE2263.The geoid height was determined by GEOID03.
 PE2263
 PE2263;                    North         East     Units Scale Factor Converg.
 PE2263;SPC ME E     -    58,047.149   254,554.018   MT  0.99992539   -0 23 46.4
 PE2263;UTM  19      - 4,892,726.242   494,528.116   MT  0.99960037   -0 02 51.8
 PE2263
 PE2263                          SUPERSEDED SURVEY CONTROL
 PE2263
 PE2263  NAD 83(1992)-  44 11 15.83432(N)    069 04 06.45919(W) AD(       ) 4
 PE2263  NAD 83(1986)-  44 11 15.83858(N)    069 04 06.46642(W) AD(       ) 4
 PE2263  NAD 27      -  44 11 15.55000(N)    069 04 08.31000(W) AD(       ) 3
 PE2263
 PE2263.Superseded values are not recommended for survey control.
 PE2263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2263.See file dsdata.txt to determine how the superseded data were derived.
 PE2263
 PE2263_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ9452892726(NAD 83)
 PE2263_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE2263+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2003
 PE2263
 PE2263  HISTORY     - Date     Condition        Report By
 PE2263  HISTORY     - UNK      MONUMENTED
 PE2263  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2263  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2263  HISTORY     - 20031008 GOOD             USPSQD
 PE2263
 PE2263                          STATION DESCRIPTION
 PE2263
 PE2263'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2263'STATION IS LOST.  THE CHURCH NO LONGER STANDS.
 PE2263
 PE2263                          STATION RECOVERY (1943)
 PE2263
 PE2263'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2263'LISTED AS LOST IN 1934.  VERIFIED IN 1943.  THE CHURCH NO
 PE2263'LONGER STANDS.
 PE2263
 PE2263                          STATION RECOVERY (2003)
 PE2263
 PE2263'RECOVERY NOTE BY US POWER SQUADRON 2003 (RMS)
 PE2263'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2261 ***********************************************************************
 PE2261  DESIGNATION -  ROCKPORT SCHOOLHOUSE CLOCK TWR
 PE2261  PID         -  PE2261
 PE2261  STATE/COUNTY-  ME/KNOX
 PE2261  USGS QUAD   -  CAMDEN (1991)
 PE2261
 PE2261                         *CURRENT SURVEY CONTROL
 PE2261  ___________________________________________________________________
 PE2261* NAD 83(1996)-  44 11 20.23994(N)    069 04 21.46664(W)     ADJUSTED  
 PE2261* NAVD 88     -                                                        
 PE2261  ___________________________________________________________________
 PE2261  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 PE2261  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 PE2261
 PE2261  HORZ ORDER  -  THIRD
 PE2261
 PE2261.The horizontal coordinates were established by classical geodetic methods
 PE2261.and adjusted by the National Geodetic Survey in March 1998..
 PE2261
 PE2261
 PE2261.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2261
 PE2261.The geoid height was determined by GEOID03.
 PE2261
 PE2261;                    North         East     Units Scale Factor Converg.
 PE2261;SPC ME E     -    58,185.602   254,222.126   MT  0.99992576   -0 23 56.9
 PE2261;SPC ME W     -   151,190.375   987,466.826   MT  1.00006072   +0 45 45.4
 PE2261;UTM  19      - 4,892,862.629   494,195.497   MT  0.99960041   -0 03 02.2
 PE2261
 PE2261                          SUPERSEDED SURVEY CONTROL
 PE2261
 PE2261  NAD 83(1992)-  44 11 20.24534(N)    069 04 21.44650(W) AD(       ) 4
 PE2261  NAD 83(1986)-  44 11 20.25002(N)    069 04 21.45362(W) AD(       ) 4
 PE2261  NAD 27      -  44 11 19.96500(N)    069 04 23.30200(W) AD(       ) 3
 PE2261
 PE2261.Superseded values are not recommended for survey control.
 PE2261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2261.See file dsdata.txt to determine how the superseded data were derived.
 PE2261
 PE2261_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ9419592863(NAD 83)
 PE2261_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE2261+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2003
 PE2261
 PE2261  HISTORY     - Date     Condition        Report By
 PE2261  HISTORY     - UNK      MONUMENTED
 PE2261  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2261  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2261  HISTORY     - 1953     SEE DESCRIPTION  CGS
 PE2261  HISTORY     - 20011107 GOOD             USPSQD
 PE2261  HISTORY     - 20031008 GOOD             USPSQD
 PE2261
 PE2261                          STATION DESCRIPTION
 PE2261
 PE2261'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2261'THE STATION IS IN GOOD CONDITION.
 PE2261
 PE2261                          STATION RECOVERY (1943)
 PE2261
 PE2261'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2261'COMPLETE NEW DESCRIPTION--
 PE2261'
 PE2261'THE BUILDING IS A 2-STORY YELLOW STRUCTURE WITH SLATE ROOF.  THE
 PE2261'RIDGE POLES FORM A CROSS AND THE CLOCK TOWER IS LOCATED IN THE
 PE2261'CENTER OF THE CROSS.  THE BUILDING IS NOW BEING USED AS A
 PE2261'HIGH SCHOOL.
 PE2261
 PE2261                          STATION RECOVERY (1953)
 PE2261
 PE2261'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (PT)
 PE2261'STATION WAS RECOVERED IN GOOD CONDITION.  STATION IS THE CENTER
 PE2261'OF THE CLOCK TOWER ATOP THE ROCKPORT HIGH SCHOOL BUILDING,
 PE2261'LOCATED IN THE TOWN OF ROCKPORT.
 PE2261
 PE2261                          STATION RECOVERY (2001)
 PE2261
 PE2261'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 PE2261'ROCKPORT SCHOOLHOUSE CLOCK TOWER. 1953 DESCRIPTION IS ADEQUATE. NOW
 PE2261'PRIVATELY OWNED WITH A NUMBER OF SMALL BUSINESSES HOUSED THEREIN.
 PE2261
 PE2261                          STATION RECOVERY (2003)
 PE2261
 PE2261'RECOVERY NOTE BY US POWER SQUADRON 2003 (RMS)
 PE2261'NO LONGER A SCHOOLHOUSE. BUILDING IS NOW PRIVATELY OWNED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2267 ***********************************************************************
 PE2267  DESIGNATION -  ROCKPORT UNIV CHURCH
 PE2267  PID         -  PE2267
 PE2267  STATE/COUNTY-  ME/KNOX
 PE2267  USGS QUAD   -  CAMDEN (1991)
 PE2267
 PE2267                         *CURRENT SURVEY CONTROL
 PE2267  ___________________________________________________________________
 PE2267* NAD 83(1996)-  44 11 03.83536(N)    069 04 31.47924(W)     ADJUSTED  
 PE2267* NAVD 88     -                                                        
 PE2267  ___________________________________________________________________
 PE2267  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 PE2267  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 PE2267
 PE2267  HORZ ORDER  -  THIRD
 PE2267
 PE2267.The horizontal coordinates were established by classical geodetic methods
 PE2267.and adjusted by the National Geodetic Survey in March 1998..
 PE2267
 PE2267
 PE2267.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2267
 PE2267.The geoid height was determined by GEOID03.
 PE2267
 PE2267;                    North         East     Units Scale Factor Converg.
 PE2267;SPC ME E     -    57,680.868   253,996.238   MT  0.99992602   -0 24 03.8
 PE2267;UTM  19      - 4,892,356.696   493,972.755   MT  0.99960045   -0 03 09.2
 PE2267
 PE2267                          SUPERSEDED SURVEY CONTROL
 PE2267
 PE2267  NAD 83(1992)-  44 11 03.84097(N)    069 04 31.45992(W) AD(       ) 4
 PE2267  NAD 83(1986)-  44 11 03.84527(N)    069 04 31.46710(W) AD(       ) 4
 PE2267  NAD 27      -  44 11 03.56000(N)    069 04 33.31000(W) AD(       ) 3
 PE2267
 PE2267.Superseded values are not recommended for survey control.
 PE2267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2267.See file dsdata.txt to determine how the superseded data were derived.
 PE2267
 PE2267_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ9397392357(NAD 83)
 PE2267
 PE2267  HISTORY     - Date     Condition        Report By
 PE2267  HISTORY     - UNK      MONUMENTED
 PE2267  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2267  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2267
 PE2267                          STATION DESCRIPTION
 PE2267
 PE2267'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2267'STATION IS LOST.  THE CHURCH NO LONGER STANDS.
 PE2267
 PE2267                          STATION RECOVERY (1943)
 PE2267
 PE2267'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2267'LISTED AS LOST IN 1934.  VERIFIED IN 1943.  THE CHURCH HAS BEEN
 PE2267'DESTROYED AND THE OLD LOCATION OF THE SPIRE COULD NOT BE
 PE2267'DETERMINED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2277 ***********************************************************************
 PE2277  DESIGNATION -  ROCKPORT WHITE SQUARE CUPOLA
 PE2277  PID         -  PE2277
 PE2277  STATE/COUNTY-  ME/KNOX
 PE2277  USGS QUAD   -  CAMDEN (1991)
 PE2277
 PE2277                         *CURRENT SURVEY CONTROL
 PE2277  ___________________________________________________________________
 PE2277* NAD 83(1996)-  44 11 11.77901(N)    069 04 10.28067(W)     ADJUSTED  
 PE2277* NAVD 88     -                                                        
 PE2277  ___________________________________________________________________
 PE2277  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 PE2277  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 PE2277
 PE2277  HORZ ORDER  -  THIRD
 PE2277
 PE2277.The horizontal coordinates were established by classical geodetic methods
 PE2277.and adjusted by the National Geodetic Survey in March 1998..
 PE2277
 PE2277
 PE2277.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2277
 PE2277.The geoid height was determined by GEOID03.
 PE2277
 PE2277;                    North         East     Units Scale Factor Converg.
 PE2277;SPC ME E     -    57,922.751   254,468.718   MT  0.99992549   -0 23 49.1
 PE2277;SPC ME W     -   150,932.543   987,718.730   MT  1.00006126   +0 45 53.1
 PE2277;UTM  19      - 4,892,601.368   494,443.602   MT  0.99960038   -0 02 54.4
 PE2277
 PE2277                          SUPERSEDED SURVEY CONTROL
 PE2277
 PE2277  NAD 83(1992)-  44 11 11.78450(N)    069 04 10.26107(W) AD(       ) 4
 PE2277  NAD 83(1986)-  44 11 11.78928(N)    069 04 10.26859(W) AD(       ) 4
 PE2277  NAD 27      -  44 11 11.50000(N)    069 04 12.12000(W) AD(       ) 3
 PE2277
 PE2277.Superseded values are not recommended for survey control.
 PE2277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2277.See file dsdata.txt to determine how the superseded data were derived.
 PE2277
 PE2277_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ9444492601(NAD 83)
 PE2277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE2277+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2004
 PE2277
 PE2277  HISTORY     - Date     Condition        Report By
 PE2277  HISTORY     - 1934     MONUMENTED       CGS
 PE2277  HISTORY     - 1953     SEE DESCRIPTION  CGS
 PE2277  HISTORY     - 20040903 GOOD             USPSQD
 PE2277
 PE2277                          STATION DESCRIPTION
 PE2277
 PE2277'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2277'THE CENTER OF THE WHITE, SQUARE CUPOLA ON THE METHODIST CHURCH
 PE2277'IN ROCKPORT.
 PE2277
 PE2277                          STATION RECOVERY (1953)
 PE2277
 PE2277'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (PT)
 PE2277'STATION WAS RECOVERED IN GOOD CONDITION.  THE PUBLISHED
 PE2277'DESCRIPTION IS ADEQUATE AND COMPLETE.
 PE2277
 PE2277                          STATION RECOVERY (2004)
 PE2277
 PE2277'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMW)
 PE2277'THE CHURCH WAS CONVERTED TO HOUSING. IT IS LOCATED JUST OFF MAIN ST ON
 PE2277'WINTER ST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1075 ***********************************************************************
 QG1075  DESIGNATION -  ROCKWOOD 1047 USGS
 QG1075  PID         -  QG1075
 QG1075  STATE/COUNTY-  ME/SOMERSET
 QG1075  USGS QUAD   -  MOUNT KINEO (1989)
 QG1075
 QG1075                         *CURRENT SURVEY CONTROL
 QG1075  ___________________________________________________________________
 QG1075* NAD 83(1986)-  45 40 33.     (N)    069 44 22.     (W)     SCALED    
 QG1075* NAVD 88     -       318.832  (meters)    1046.03   (feet)  ADJUSTED  
 QG1075  ___________________________________________________________________
 QG1075  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 QG1075  DYNAMIC HT  -         318.825 (meters)    1046.01  (feet)  COMP
 QG1075  MODELED GRAV-     980,586.2   (mgal)                       NAVD 88
 QG1075
 QG1075  VERT ORDER  -  FIRST     CLASS II
 QG1075
 QG1075.The horizontal coordinates were scaled from a topographic map and have
 QG1075.an estimated accuracy of +/- 6 seconds.
 QG1075
 QG1075.The orthometric height was determined by differential leveling
 QG1075.and adjusted by the National Geodetic Survey in June 1991..
 QG1075
 QG1075.The geoid height was determined by GEOID03.
 QG1075
 QG1075.The dynamic height is computed by dividing the NAVD 88
 QG1075.geopotential number by the normal gravity value computed on the
 QG1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1075.degrees latitude (g = 980.6199 gals.).
 QG1075
 QG1075.The modeled gravity was interpolated from observed gravity values.
 QG1075
 QG1075;                    North         East    Units  Estimated Accuracy
 QG1075;SPC ME W     -   315,930.      933,290.      MT  (+/- 180 meters Scaled)
 QG1075
 QG1075                          SUPERSEDED SURVEY CONTROL
 QG1075
 QG1075.No superseded survey control is available for this station.
 QG1075
 QG1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL424582(NAD 83)
 QG1075_MARKER: DD = SURVEY DISK
 QG1075_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QG1075_SP_SET: CONCRETE HEADWALL
 QG1075_STAMPING: 1046 FT. DATUM 1920
 QG1075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG1075
 QG1075  HISTORY     - Date     Condition        Report By
 QG1075  HISTORY     - UNK      MONUMENTED       USGS
 QG1075  HISTORY     - 1978     GOOD             NGS
 QG1075
 QG1075                          STATION DESCRIPTION
 QG1075
 QG1075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1075'ROCKWOOD.
 QG1075'40.5 FT. SOUTH OF THE SOUTHEAST CORNER OF THE ROCKWOOD POST OFFICE,
 QG1075'23.8 FT. WEST-NORTHWEST OF THE CENTER LINE OF LAKE STREET, 102.8
 QG1075'FT. NORTH OF POWER POLE 510-3 WITH ONE GUY WIRE AND ONE TRANSFORMER,
 QG1075'107.5 FT. NORTHEAST OF THE NORTHEAST CORNER OF A TWO STORY WOOD
 QG1075'FRAME HOUSE LOCALLY KNOWN AS GENTLE BENS HUNTING LODGE, 5.0 FT.
 QG1075'NORTHEAST OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE HEADWALL
 QG1075'OF A CULVERT LEADING SOUTHEAST UNDER LAKE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1245 ***********************************************************************
 OC1245  CBN         -  This is a Cooperative Base Network Control Station.
 OC1245  DESIGNATION -  ROCKY
 OC1245  PID         -  OC1245
 OC1245  STATE/COUNTY-  ME/SAGADAHOC
 OC1245  USGS QUAD   -  LISBON FALLS SOUTH (1979)
 OC1245
 OC1245                         *CURRENT SURVEY CONTROL
 OC1245  ___________________________________________________________________
 OC1245* NAD 83(1996)-  43 55 14.92904(N)    070 00 42.04811(W)     ADJUSTED  
 OC1245* NAVD 88     -        58.702  (meters)     192.59   (feet)  ADJUSTED  
 OC1245  ___________________________________________________________________
 OC1245  X           -   1,572,960.931 (meters)                     COMP
 OC1245  Y           -  -4,324,417.347 (meters)                     COMP
 OC1245  Z           -   4,401,780.945 (meters)                     COMP
 OC1245  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 OC1245  ELLIP HEIGHT-          32.69  (meters)          (04/26/01) GPS OBS
 OC1245  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 OC1245  DYNAMIC HT  -          58.696 (meters)     192.57  (feet)  COMP
 OC1245  MODELED GRAV-     980,512.1   (mgal)                       NAVD 88
 OC1245
 OC1245  HORZ ORDER  -  A
 OC1245  VERT ORDER  -  SECOND    CLASS I
 OC1245  ELLP ORDER  -  FOURTH    CLASS I
 OC1245
 OC1245.The horizontal coordinates were established by GPS observations
 OC1245.and adjusted by the National Geodetic Survey in April 2001..
 OC1245
 OC1245.The orthometric height was determined by differential leveling
 OC1245.and adjusted by the National Geodetic Survey in June 1991..
 OC1245
 OC1245.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OC1245
 OC1245.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1245
 OC1245.The ellipsoidal height was determined by GPS observations
 OC1245.and is referenced to NAD 83.
 OC1245
 OC1245.The geoid height was determined by GEOID03.
 OC1245
 OC1245.The dynamic height is computed by dividing the NAVD 88
 OC1245.geopotential number by the normal gravity value computed on the
 OC1245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1245.degrees latitude (g = 980.6199 gals.).
 OC1245
 OC1245.The modeled gravity was interpolated from observed gravity values.
 OC1245
 OC1245;                    North         East     Units Scale Factor Converg.
 OC1245;SPC ME W     -   120,826.807   912,446.995   MT  0.99996857   +0 06 27.0
 OC1245;UTM  19      - 4,863,575.259   418,781.487   MT  0.99968113   -0 42 06.5
 OC1245
 OC1245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1245!SPC ME W     -   0.99999487  x   0.99996857  =   0.99996344
 OC1245!UTM  19      -   0.99999487  x   0.99968113  =   0.99967601
 OC1245
 OC1245:                Primary Azimuth Mark                     Grid Az
 OC1245:SPC ME W     -  BABBIDGE ATT MICROWAVE                   018 08 44.9
 OC1245:UTM  19      -  BABBIDGE ATT MICROWAVE                   018 57 18.4
 OC1245
 OC1245|---------------------------------------------------------------------|
 OC1245| PID    Reference Object                     Distance      Geod. Az  |
 OC1245|                                                           dddmmss.s |
 OC1245| OB0618 BABBIDGE ATT MICROWAVE              APPROX. 8.4 KM 0181511.9 |
 OC1245| CE8420 ROCKY AZ MK                                        0501519.1 |
 OC1245| OB0614 BRUNSWICK NAS ANNEX STANDPIPE       APPROX. 4.6 KM 0533154.7 |
 OC1245| OB0613 BRUNSWICK RAD STA WKXA MAST         APPROX. 1.6 KM 0603621.5 |
 OC1245| CE8421 ROCKY RM 1                           12.966 METERS 08445     |
 OC1245| CE8422 ROCKY RM 2                           13.432 METERS 21004     |
 OC1245| OC1440 FREEPORT FAA MICROWAVE              APPROX. 8.0 KM 2443802.2 |
 OC1245|---------------------------------------------------------------------|
 OC1245
 OC1245                          SUPERSEDED SURVEY CONTROL
 OC1245
 OC1245  NAD 83(1996)-  43 55 14.93098(N)    070 00 42.04650(W) AD(       ) 2
 OC1245  NAD 83(1992)-  43 55 14.92965(N)    070 00 42.04624(W) AD(       ) 2
 OC1245  NAD 83(1986)-  43 55 14.93526(N)    070 00 42.05130(W) AD(       ) 2
 OC1245  NAD 27      -  43 55 14.64790(N)    070 00 43.86893(W) AD(       ) 2
 OC1245  NAVD 88 (04/26/01)   58.70   (m)          192.6    (f) LEVELING    3  
 OC1245  NGVD 29 (??/??/92)   58.896  (m)          193.23   (f) ADJ UNCH    2 1
 OC1245
 OC1245.Superseded values are not recommended for survey control.
 OC1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1245.See file dsdata.txt to determine how the superseded data were derived.
 OC1245
 OC1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ1878163575(NAD 83)
 OC1245_MARKER: DD = SURVEY DISK
 OC1245_SETTING: 66 = SET IN ROCK OUTCROP
 OC1245_SP_SET: ROCK OUTCROP
 OC1245_STAMPING: ROCKY 1974
 OC1245_MARK LOGO: MEDT  
 OC1245_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OC1245_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC1245+STABILITY: POSITION/ELEVATION WELL
 OC1245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OC1245+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2006
 OC1245
 OC1245  HISTORY     - Date     Condition        Report By
 OC1245  HISTORY     - 1975     MONUMENTED       MEDT
 OC1245  HISTORY     - 1975     GOOD             MEDT
 OC1245  HISTORY     - 19910418 GOOD             USPSQD
 OC1245  HISTORY     - 20000724 GOOD             MEDT
 OC1245  HISTORY     - 20060505 GOOD             USPSQD
 OC1245
 OC1245                          STATION DESCRIPTION
 OC1245
 OC1245'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975 (RCA)
 OC1245'THE STATION IS LOCATED ON TOP OF A ROCK LEDGE OUTCROP IN THE
 OC1245'MEDIAN OF INTERSTATE 95, ABOUT 6 MILES NORTHEAST OF FREEPORT,
 OC1245'2.7 MILES WEST OF TOPSHAM, 2.5 MILES WEST-NORTHWEST OF BRUNSWICK,
 OC1245'1 MILE SOUTHWEST OF THE ANDROSCOGGIN RIVER, AND ON PROPERTY
 OC1245'OWNED BY THE STATE OF MAINE.
 OC1245'
 OC1245'TO REACH THE STATION FROM THE NORTHWEST END OF THE INTERSTATE 95
 OC1245'BRIDGE OVER THE ANDROSCOGGIN RIVER, GO WESTERLY ON INTERESTATE 95
 OC1245'SOUTHBOUND FOR 1.05 MILES TO THE STATION ON THE LEFT ON THE
 OC1245'HIGHEST POINT OF A LARGE LEDGE OUTCROP IN THE MEDIAN.
 OC1245'
 OC1245'THE STATION IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 OC1245'DISK STAMPED 1974 ROCKY, CEMENTED IN A DRILL HOLE IN OUTCROPPING
 OC1245'BEDROCK, FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 84 FEET
 OC1245'NORTH-NORTHWEST OF THE CENTERLINE OF INTERSTATE 95 NORTHBOUND,
 OC1245'77 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF INTERSTATE 95
 OC1245'SOUTHBOUND, 164 FEET NORTHWEST OF AN ALUMINUM LIGHT POLE NUMBER
 OC1245'DOT B-22, 211 FEET NORTHEAST OF AN ALUMINUM LIGHT POLE NUMBER
 OC1245'DOT B-21, AND ABOUT 15 FEET HIGHER THAN THE ROAD.
 OC1245'
 OC1245'REFERENCE MARK 1 IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 OC1245'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK, STAMPED
 OC1245'NO. 1 1974 ROCKY, AND IS FLUSH WITH THE SURFACE OF THE
 OC1245'GROUND.  IT IS 123.5 FEET NORTHWEST OF AN ALUMINUM LIGHT POLE
 OC1245'NUMBER DOT B-22, 64 FEET NORTH-NORTHWEST OF THE CENTERLINE OF
 OC1245'INTERSTATE 95 NORTHBOUND, AND ABOUT 14 FEET HIGHER THAN THE
 OC1245'ROAD.
 OC1245'
 OC1245'REFERENCE MARK 2 IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 OC1245'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK, STAMPED NO. 2
 OC1245'1974 ROCKY, AND IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 OC1245'168.5 FEET NORTH-NORTHEAST OF AN ALUMINUM LIGHT POLE NUMBER
 OC1245'DOT B-21, 63 FEET NORTH-NORTHWEST OF THE CENTERLINE OF INTERSTATE
 OC1245'95 NORTHBOUND, AND ABOUT 13 FEET HIGHER THAN THE ROAD.
 OC1245'
 OC1245'THE AZIMUTH MARK IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 OC1245'DISK SET IN A DRILL HOLE IN THE NORTHWEST END OF THE NORTHWEST
 OC1245'ABUTMENT OF THE INTERSTATE 95 SOUTHBOUND BRIDGE OVER THE
 OC1245'ANDROSCOGGIN RIVER, AND IS ALSO A BENCH MARK, STAMPED A-150
 OC1245'8-06-74.  IT IS 10.5 FEET WEST OF THE EXPANSION DAM, 25 FEET
 OC1245'NORTHWEST OF THE CENTERLINE OF INTERSTATE 95 SOUTHBOUND, AND
 OC1245'0.30 FEET FROM THE END OF THE ABUTMENT.
 OC1245'
 OC1245'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON INTERSTATE
 OC1245'95 NORTHBOUND FOR 1.05 MILES TO A SIGN READING ANDROSCOGGIN
 OC1245'RIVER, STOP AND CROSS THE MEDIAN STRIP TO THE AZIMUTH MARK.
 OC1245'
 OC1245'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 OC1245
 OC1245                          STATION RECOVERY (1975)
 OC1245
 OC1245'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 OC1245'2.2 MI SW FROM TOPSHAM.
 OC1245'ABOUT 2.2 MILES SOUTHWEST ALONG I-95 SOUTHBOUND FROM THE STATE HIGHWAY
 OC1245'196 OVERPASS CROSSING OF I-95 (TOPSHAM-LISBON EXIT) AND ALSO ABOUT 1.1
 OC1245'MILES SOUTHWEST OF THE I-95 BRIDGE OVER THE ANDROSCOGGIN RIVER IN
 OC1245'BRUNSWICK.  A DISK SET FLUSH IN THE LEDGE OUTCROP BETWEEN THE
 OC1245'NORTHBOUND AND SOUTHBOUND LANES OF I-95, 164.5 FEET NORTHWEST OF
 OC1245'ALUMINUM LIGHT POLE DOT B 22 AND 211.0 FEET NORTHEAST OF ALUMINUM
 OC1245'LIGHT POLE DOT B 21, 77.4 FEET SOUTHEAST OF I-95 SOUTHBOUND, AND 18
 OC1245'FEET SOUTH OF WESTERLY 15 FOOT SLOPING LEDGE FACE.  STATION IS ALSO
 OC1245'ABOUT 0.2 MILE SOUTH OF GRAVEL CROSSOVER ROAD BETWEEN THE TWO LANES OF
 OC1245'I-95 AND ABOUT 15 FEET ABOVE THE SURFACE OF THE CROSSOVER ROAD.
 OC1245
 OC1245                          STATION RECOVERY (1991)
 OC1245
 OC1245'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OC1245'RECOVERED IN GOOD CONDITION.
 OC1245
 OC1245                          STATION RECOVERY (2000)
 OC1245
 OC1245'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 2000 (TL)
 OC1245'RECOVERED AS DESCRIBED.
 OC1245
 OC1245                          STATION RECOVERY (2006)
 OC1245
 OC1245'RECOVERY NOTE BY US POWER SQUADRON 2006 (AHE)
 OC1245'ALL REFERENCES TO I95 SHOULD NOW READ I295.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0517 ***********************************************************************
 OB0517  DESIGNATION -  ROCKY
 OB0517  PID         -  OB0517
 OB0517  STATE/COUNTY-  ME/SAGADAHOC
 OB0517  USGS QUAD   -  BATH (1980)
 OB0517
 OB0517                         *CURRENT SURVEY CONTROL
 OB0517  ___________________________________________________________________
 OB0517* NAD 83(1996)-  43 53 13.40391(N)    069 48 52.15405(W)     ADJUSTED  
 OB0517* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 OB0517  ___________________________________________________________________
 OB0517  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 OB0517  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 OB0517
 OB0517  HORZ ORDER  -  THIRD
 OB0517
 OB0517.The horizontal coordinates were established by classical geodetic methods
 OB0517.and adjusted by the National Geodetic Survey in March 1998..
 OB0517
 OB0517.The orthometric height was scaled from a topographic map.
 OB0517
 OB0517.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0517
 OB0517.The geoid height was determined by GEOID03.
 OB0517
 OB0517;                    North         East     Units Scale Factor Converg.
 OB0517;SPC ME W     -   117,124.798   928,299.564   MT  0.99997651   +0 14 38.9
 OB0517;UTM  19      - 4,859,650.977   434,575.374   MT  0.99965265   -0 33 52.8
 OB0517
 OB0517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0517!SPC ME W     -   1.00000360  x   0.99997651  =   0.99998011
 OB0517!UTM  19      -   1.00000360  x   0.99965265  =   0.99965625
 OB0517
 OB0517:                Primary Azimuth Mark                     Grid Az
 OB0517:SPC ME W     -  BATH RED CHURCH SPIRE                    000 35 58.9
 OB0517:UTM  19      -  BATH RED CHURCH SPIRE                    001 24 30.6
 OB0517
 OB0517|---------------------------------------------------------------------|
 OB0517| PID    Reference Object                     Distance      Geod. Az  |
 OB0517|                                                           dddmmss.s |
 OB0517| OB0521 BATH RED CHURCH SPIRE               APPROX. 4.3 KM 0005037.8 |
 OB0517| OB0518 DOUBLING POINT LIGHT                APPROX. 0.8 KM 1291225.2 |
 OB0517| OB0497 BATH WINTER STREET CH SPIRE         APPROX. 3.2 KM 3570443.1 |
 OB0517|---------------------------------------------------------------------|
 OB0517
 OB0517                          SUPERSEDED SURVEY CONTROL
 OB0517
 OB0517  NAD 83(1992)-  43 53 13.40258(N)    069 48 52.15251(W) AD(       ) 3
 OB0517  NAD 83(1986)-  43 53 13.40800(N)    069 48 52.15787(W) AD(       ) 3
 OB0517  NAD 27      -  43 53 13.11000(N)    069 48 53.96000(W) AD(       ) 3
 OB0517
 OB0517.Superseded values are not recommended for survey control.
 OB0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0517.See file dsdata.txt to determine how the superseded data were derived.
 OB0517
 OB0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3457559651(NAD 83)
 OB0517
 OB0517  HISTORY     - Date     Condition        Report By
 OB0517  HISTORY     - UNK      MONUMENTED
 OB0517  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0517
 OB0517                          STATION DESCRIPTION
 OB0517
 OB0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0517'STATION WAS NOT RECOVERED.  THERE IS NO DESCRIPTION, BUT THE
 OB0517'POSITION WAS PLOTTED ON A TOPOGRAPHICAL CHART, AND A THOROUGH
 OB0517'SEARCH WAS MADE IN THE VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1039 ***********************************************************************
 PD1039  DESIGNATION -  ROCKY
 PD1039  PID         -  PD1039
 PD1039  STATE/COUNTY-  ME/WASHINGTON
 PD1039  USGS QUAD   -  LONG LAKE (1989)
 PD1039
 PD1039                         *CURRENT SURVEY CONTROL
 PD1039  ___________________________________________________________________
 PD1039* NAD 83(1996)-  44 49 14.68810(N)    067 15 25.74480(W)     ADJUSTED  
 PD1039* NAVD 88     -        93.     (meters)     305.     (feet)  VERTCON   
 PD1039  ___________________________________________________________________
 PD1039  LAPLACE CORR-           5.79  (seconds)                    DEFLEC99
 PD1039  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 PD1039
 PD1039  HORZ ORDER  -  THIRD
 PD1039
 PD1039.The horizontal coordinates were established by classical geodetic methods
 PD1039.and adjusted by the National Geodetic Survey in March 1998..
 PD1039
 PD1039.The NAVD 88 height was computed by applying the VERTCON shift value to
 PD1039.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PD1039
 PD1039.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1039
 PD1039.The geoid height was determined by GEOID03.
 PD1039
 PD1039;                    North         East     Units Scale Factor Converg.
 PD1039;SPC ME E     -   128,976.593   398,289.984   MT  1.00001876   +0 52 34.1
 PD1039;UTM  19      - 4,964,515.409   637,790.929   MT  0.99983347   +1 13 43.4
 PD1039
 PD1039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD1039!SPC ME E     -   0.99998902  x   1.00001876  =   1.00000778
 PD1039!UTM  19      -   0.99998902  x   0.99983347  =   0.99982249
 PD1039
 PD1039:                Primary Azimuth Mark                     Grid Az
 PD1039:SPC ME E     -  KING 1887                                008 43 02.5
 PD1039:UTM  19      -  KING 1887                                008 21 53.2
 PD1039
 PD1039|---------------------------------------------------------------------|
 PD1039| PID    Reference Object                     Distance      Geod. Az  |
 PD1039|                                                           dddmmss.s |
 PD1039| PD0930 KING 1887                           APPROX. 9.6 KM 0093536.6 |
 PD1039| CE8672 ROCKY RM 1                           22.264 METERS 11747     |
 PD1039| CE8673 ROCKY RM 2                           15.243 METERS 19800     |
 PD1039|---------------------------------------------------------------------|
 PD1039
 PD1039                          SUPERSEDED SURVEY CONTROL
 PD1039
 PD1039  NAD 83(1992)-  44 49 14.67922(N)    067 15 25.74303(W) AD(       ) 3
 PD1039  NAD 83(1986)-  44 49 14.67675(N)    067 15 25.74609(W) AD(       ) 3
 PD1039  NAD 27      -  44 49 14.39400(N)    067 15 27.79800(W) AD(       ) 3
 PD1039  NGVD 29 (07/19/86)   93.     (m)          305.     (f) VERT ANG       
 PD1039
 PD1039.Superseded values are not recommended for survey control.
 PD1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1039.See file dsdata.txt to determine how the superseded data were derived.
 PD1039
 PD1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK3779164515(NAD 83)
 PD1039
 PD1039  HISTORY     - Date     Condition        Report By
 PD1039  HISTORY     - 1946     MONUMENTED       CGS
 PD1039
 PD1039                          STATION DESCRIPTION
 PD1039
 PD1039'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD1039'STATION IS ABOUT 8.7 MILES NE OF EAST MACHIAS, 4.5 MILES NW
 PD1039'OF WHITING, 5.4 MILES SSW OF DENNYSVILLE, 0.3 MILE N OF THE
 PD1039'N END OF ROCKY LAKE, ON THE SUMMIT OF A PROMINENT ROCKY HILL,
 PD1039'RISING ABRUPTLY FROM THE N END OF THE LAKE.  THE HILL HAS BEEN
 PD1039'BURNED OVER AND IS NOW THE MOST PROMINENT FEATURE IN ITS
 PD1039'VICINITY.
 PD1039'
 PD1039'STATION MARK IS A BRONZE STATION DISK WEDGED IN A DRILL HOLE
 PD1039'IN OUTCROPPING BEDROCK.  R.M. 1 IS A BRONZE REFERENCE DISK
 PD1039'WEDGED IN A DRILL HOLE IN THE BARE LEDGE NEAR THE E POINT OF
 PD1039'THE HILL, 22.264 METERS DISTANT, AND 3 FEET LOWER THAN THE
 PD1039'STATION.  R.M. 2 IS A SIMILAR MARK IN A BARE LEDGE ON THE S
 PD1039'EDGE OF THE SUMMIT, 15.243 METERS DISTANT, AND 10 FEET LOWER
 PD1039'THAN THE STATION.
 PD1039'
 PD1039'TO REACH THE STATION FROM EAST MACHIAS, DRIVE E ON U.S. HIGHWAY
 PD1039'1 ABOUT 7.1 MILES, TURN N ON SIDE ROAD 1.5 MILES TO HALLS
 PD1039'MILLS ON ROCKY LAKE.  PROCEED BY BOAT 3.4 MILES TO N END
 PD1039'OF THE LAKE AT THE HEAD OF A SHALLOW COVE NEAR CENTER OF N
 PD1039'END, AND FOLLOW AN OLD WOODS ROAD 1/4 MILE NNW AROUND THE
 PD1039'BASE OF THE HILL, THENCE 200 METERS NE TO THE SUMMIT AND
 PD1039'THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1738 ***********************************************************************
 PE1738  DESIGNATION -  ROCKY 1956
 PE1738  PID         -  PE1738
 PE1738  STATE/COUNTY-  ME/HANCOCK
 PE1738  USGS QUAD   -  ELLSWORTH (1981)
 PE1738
 PE1738                         *CURRENT SURVEY CONTROL
 PE1738  ___________________________________________________________________
 PE1738* NAD 83(1996)-  44 32 20.44210(N)    068 26 40.52732(W)     ADJUSTED  
 PE1738* NAVD 88     -        58.     (meters)     190.     (feet)  SCALED    
 PE1738  ___________________________________________________________________
 PE1738  LAPLACE CORR-           6.20  (seconds)                    DEFLEC99
 PE1738  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 PE1738
 PE1738  HORZ ORDER  -  THIRD
 PE1738
 PE1738.The horizontal coordinates were established by classical geodetic methods
 PE1738.and adjusted by the National Geodetic Survey in March 1998..
 PE1738
 PE1738.The orthometric height was scaled from a topographic map.
 PE1738
 PE1738.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1738
 PE1738.The geoid height was determined by GEOID03.
 PE1738
 PE1738;                    North         East     Units Scale Factor Converg.
 PE1738;SPC ME E     -    96,921.765   304,403.280   MT  0.99990024   +0 02 19.9
 PE1738;UTM  19      - 4,931,892.524   544,124.332   MT  0.99962394   +0 23 22.4
 PE1738
 PE1738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1738!SPC ME E     -   0.99999479  x   0.99990024  =   0.99989503
 PE1738!UTM  19      -   0.99999479  x   0.99962394  =   0.99961873
 PE1738
 PE1738                          SUPERSEDED SURVEY CONTROL
 PE1738
 PE1738  NAD 83(1992)-  44 32 20.42383(N)    068 26 40.51296(W) AD(       ) 3
 PE1738  NAD 83(1986)-  44 32 20.42270(N)    068 26 40.51543(W) AD(       ) 3
 PE1738  NAD 27      -  44 32 20.14000(N)    068 26 42.47000(W) AD(       ) 3
 PE1738
 PE1738.Superseded values are not recommended for survey control.
 PE1738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1738.See file dsdata.txt to determine how the superseded data were derived.
 PE1738
 PE1738_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK4412431893(NAD 83)
 PE1738_MARKER: Z = SEE DESCRIPTION
 PE1738_SETTING: 0 = UNSPECIFIED SETTING
 PE1738_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE1738
 PE1738  HISTORY     - Date     Condition        Report By
 PE1738  HISTORY     - 1956     MONUMENTED       CGS
 PE1738  HISTORY     - 1970     SEE DESCRIPTION  NGS
 PE1738  HISTORY     - 1975     SEE DESCRIPTION  LOCENG
 PE1738
 PE1738                          STATION DESCRIPTION
 PE1738
 PE1738'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (IRR)
 PE1738'THE STATION IS LOCATED ALONG U.S. HIGHWAY 1 ABOUT 1.1 MI. W OF
 PE1738'THE POST OFFICE IN ELLSWORTH.  IT IS ABOUT 500 FT. W OF THE W
 PE1738'ENTRANCE TO THE TWILITE MOTEL, 97.0 FT. E OF THE CENTERLINE OF
 PE1738'A WAGON ROAD, AND 79.0 FT. S OF THE CENTERLINE OF U.S. HIGHWAY 1.
 PE1738'
 PE1738'THE STATION IS MARKED BY A STANDARD TRAVERSE DISK, STAMPED
 PE1738'ROCKY 1956, CEMENTED IN A DRILL HOLE IN A BOULDER.  THE BOULDER
 PE1738'IS ABOUT 3 FT. IN DIAMETER AND PROJECTS 2.5 FT. ABOVE THE GROUND.
 PE1738'
 PE1738'THIS IS A TRAVERSE STATION.
 PE1738'
 PE1738'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 PE1738
 PE1738                          STATION RECOVERY (1970)
 PE1738
 PE1738'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 PE1738'STATION MARK WAS RECOVERED IN GOOD CONDITION.  A STANDARD TRAVERSE
 PE1738'STATION DISK, STAMPED ROCKY 1956, CEMENTED IN A DRILL HOLE IN
 PE1738'THE TOP OF A LARGE, 6-FOOT-DIAMETER BOULDER PROJECTING 3-1/2 FEET
 PE1738'FROM GROUND, IN HEAVY TIMBER ALONG SOUTH SIDE OF U.S. HIGHWAY 1,
 PE1738'ABOUT 500 FEET WEST OF THE TWILITE MOTEL, 83 FEET SOUTH OF
 PE1738'CENTER LINE OF THE HIGHWAY, 90 FEET EAST OF CENTER LINE OF A
 PE1738'TRACK ROAD, AND 6 FEET NORTHEAST OF A WITNESS SIGN NAILED ON A
 PE1738'TREE.
 PE1738'
 PE1738'NOTE--THIS STATION WAS USED AS THE AZIMUTH MARK FOR STATION
 PE1738'ELLSWORTH 1960.
 PE1738'
 PE1738'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PE1738'1 MILE WEST OF ELLSWORTH.
 PE1738
 PE1738                          STATION RECOVERY (1975)
 PE1738
 PE1738'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975 (ACK)
 PE1738'ROCKY 1956 GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF1053 ***********************************************************************
 SF1053  DESIGNATION -  ROCKY MTN LOT
 SF1053  PID         -  SF1053
 SF1053  STATE/COUNTY-  ME/AROOSTOOK
 SF1053  USGS QUAD   -  ROCKY MOUNTAIN (1987)
 SF1053
 SF1053                         *CURRENT SURVEY CONTROL
 SF1053  ___________________________________________________________________
 SF1053* NAD 83(1996)-  47 11 30.32702(N)    069 16 53.59429(W)     ADJUSTED  
 SF1053* NAVD 88     -       612.7    (meters)    2010.     (feet)  VERTCON   
 SF1053  ___________________________________________________________________
 SF1053  LAPLACE CORR-           5.10  (seconds)                    DEFLEC99
 SF1053  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 SF1053
 SF1053  HORZ ORDER  -  SECOND
 SF1053
 SF1053.The horizontal coordinates were established by classical geodetic methods
 SF1053.and adjusted by the National Geodetic Survey in March 1998..
 SF1053
 SF1053.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF1053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF1053
 SF1053.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF1053
 SF1053.The geoid height was determined by GEOID03.
 SF1053
 SF1053;                    North         East     Units Scale Factor Converg.
 SF1053;SPC ME E     -   392,036.330   240,777.199   MT  0.99994309   -0 34 24.2
 SF1053;UTM  19      - 5,226,512.231   478,671.408   MT  0.99960559   -0 12 23.6
 SF1053
 SF1053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF1053!SPC ME E     -   0.99990801  x   0.99994309  =   0.99985110
 SF1053!UTM  19      -   0.99990801  x   0.99960559  =   0.99951363
 SF1053
 SF1053|---------------------------------------------------------------------|
 SF1053| PID    Reference Object                     Distance      Geod. Az  |
 SF1053|                                                           dddmmss.s |
 SF1053| DA6126 ROCKY MTN LOT RM 2                   15.508 METERS 00224     |
 SF1053| DA6125 ROCKY MTN LOT RM 1                   17.765 METERS 02438     |
 SF1053| SF1052 MCKINNON                            APPROX.22.9 KM 1575306.3 |
 SF1053|---------------------------------------------------------------------|
 SF1053
 SF1053                          SUPERSEDED SURVEY CONTROL
 SF1053
 SF1053  NAD 83(1992)-  47 11 30.31310(N)    069 16 53.58803(W) AD(       ) 2
 SF1053  NAD 83(1986)-  47 11 30.32235(N)    069 16 53.58511(W) AD(       ) 2
 SF1053  NAD 27      -  47 11 30.20626(N)    069 16 55.43989(W) AD(       ) 2
 SF1053  NGVD 29 (07/19/86)  612.8    (m)         2010.     (f) VERT ANG       
 SF1053
 SF1053.Superseded values are not recommended for survey control.
 SF1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF1053.See file dsdata.txt to determine how the superseded data were derived.
 SF1053
 SF1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN7867126512(NAD 83)
 SF1053_MARKER: Z = SEE DESCRIPTION
 SF1053_SETTING: 0 = UNSPECIFIED SETTING
 SF1053
 SF1053  HISTORY     - Date     Condition        Report By
 SF1053  HISTORY     - 1960     MONUMENTED       CGS
 SF1053  HISTORY     - 1960     SEE DESCRIPTION  CGS
 SF1053  HISTORY     - 1966     SEE DESCRIPTION  AEROS
 SF1053
 SF1053                          STATION DESCRIPTION
 SF1053
 SF1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HRL)
 SF1053'STATION IS LOCATED ON THE HIGHEST POINT OF ROCKY MOUNTAIN, AT
 SF1053'THE FOREST SERVICE LOOKOUT TOWER.  IT IS ON A HIGH ROCK SURROUNDED
 SF1053'BY SPRUCE AND FIR TREES.  IT SI 9.84 FEET WEST OF EAST LEG OF
 SF1053'LOOKOUT TOWER, 10.23 FEET SOUTH OF NORTH LEG OF LOOKOUT TOWER,
 SF1053'9.43 FEET EAST OF WEST LEG OF LOOKOUT TOWER AND 9.09 FEET NORTH
 SF1053'OF THE SOUTH LEG OF LOOKOUT TOWER.  STATION IS MARKED BY A
 SF1053'STANDARD TRIANGULATION STATION DISK CEMENTED FLUSH IN DRILLHOLE
 SF1053'IN ROCK AND THE DISK IS STAMPED ROCKY MTN. 1960.
 SF1053'
 SF1053'TO REACH FROM THE CANADIAN CUSTOMS OFFICE IN ESTCOURT QUEBEC,
 SF1053'GO SOUTH ON GRAVELED ROAD FOR 0.05 MILE TO THE AMERICAN CUSTOMS
 SF1053'OFFICE ON LEFT, CONTINUE SOUTH AND SOUTHWEST FOR 4.35 MILES TO
 SF1053'A LOCKED GATE.  KEY MAY BE OBTAINED AT HOUSE ON THE RIGHT.  PASS
 SF1053'THRU GATE AND GO SOUTH AND WEST ON GRAVELED ROAD FOR 2 MILES TO
 SF1053'A SIDE ROAD LEFT, CONTINUE STRAIGHT AHEAD ON MAIN ROAD FOR
 SF1053'5.7 MILE TO OLD LOGGING CAMP ON THE RIGHT, KEEP RIGHT FORK
 SF1053'(MAIN ROAD) AND GO SOUTH AND SOUTHWEST FOR 2.3 MILE TO
 SF1053'TRIANGULATION STATION RIDEOUT ON THE LEFT.  CONTINUE 2.2
 SF1053'MILES ON MAIN GRAVELED ROAD TO A ROAD LEFT WHERE MAIN
 SF1053'ROAD CURVES TO THE RIGHT, CONTINUE ON MAIN ROAD FOR 4.5
 SF1053'MILES TO A REVERSE FORK ON THE LEFT.  (THIS IS ABOUT 0.2
 SF1053'MILE BEFORE REACHING CAMPBELL DEPOT.) TURN SHARP LEFT ON
 SF1053'GRAVELED ROAD AND GO EAST AND SOUTHEAST FOR 4.3 MILES TO
 SF1053'WHERE MAIN ROAD TURNS RIGHT, CONTINUE STRAIGHT AHEAD
 SF1053'SOUTHEAST ON ROAD LEADING ALONG TELEPHONE LINE FOR 1.7 MILE TO
 SF1053'WHERE TELEPHONE LINE CROSSES ROAD AND FOOT PATH ON THE LEFT
 SF1053'AND END OF TRUCK TRAVEL.  PACK EASTERLY FOR 20 MINUTES DOWN
 SF1053'SLOPE AND ACROSS SWAMP, CONTINUE ON PATH NORTHEAST FOR 20 MINUTES
 SF1053'TO WHERE TRAIL TURNS TO THE NORTH GOING UP HILL, CONTINUE UP
 SF1053'HILL ON WELL MARKED TRAIL FOR 20 MINUTES TO CABIN.
 SF1053'FROM CABIN CONTINUE NORTH UP STEEP HILL FOR 20 MINUTES TO
 SF1053'STATION UNDER LOOKOUT TOWER.
 SF1053'
 SF1053'REFERENCE MARK NO. 1 IS 8.2 FEET NORTHEAST OF A 4 INCH TREE,
 SF1053'6.5 FEET SOUTHEAST OF 8 INCH FIR TREE AND 10 FEET NORTHWEST
 SF1053'OF A 10 INCH FIR TREE.  IT IS MARKED BY A STANDARD REFERENCE
 SF1053'MARK DISK CEMENTED FLUSH IN DRILLHOLE IN ROCK AND THE DISK IS
 SF1053'STAMPED ROCKY MTN. NO 1 1960.
 SF1053'
 SF1053'REFERENCE MARK NO. 2 IS 4.7 FEET NORTHEAST OF A 8 INCH FIR TREE,
 SF1053'10 FEET NORTH OF FOOT PATH AND 8 FEET SOUTHWEST OF A 5 INCH
 SF1053'FIR TREE.  IT IS MARKED BY A STANDARD REFERENCE MARK DISK
 SF1053'CEMENTED FLUSH IN DRILLHOLE IN ROCK AND THE DISK IS STAMPED
 SF1053'ROCKY MTN. NO 2 1960.
 SF1053'
 SF1053'DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 SF1053'IS 23.98 FEET OR 7.308 METERS.
 SF1053'
 SF1053'HEIGHT OF LIGHT PLATE ABOVE STATION MARK 13.04 METERS.
 SF1053
 SF1053                          STATION RECOVERY (1960)
 SF1053
 SF1053'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HRL)
 SF1053'STATION IS LOCATED ABOUT 4 MILES SOUTH OF THE LITTLE BLACK RIVER
 SF1053'AND 8 MILES EAST OF THE UNITED STATES AND CANADIAN BOUNDARY ON
 SF1053'THE TOP OF MOUNTAIN KNOWN AS ROCKY MOUNT.  THE STATION IS A MAINE
 SF1053'FOREST SERVICE LOOKOUT CABIN SUPPORTED BY 4 STEEL LEGS AND IS
 SF1053'PAINTED SILVER.  ITS TOTAL HEIGHT IS ABOUT 60 FEET.
 SF1053'TRIANGULATION STATION ROCKY MTN IS AT THE CENTER OF AND
 SF1053'UNDERNEATH THE CABIN OF THE LOOKOUT TOWER.
 SF1053
 SF1053                          STATION RECOVERY (1966)
 SF1053
 SF1053'RECOVERY NOTE BY AERO SERVICE CORPORATION 1966
 SF1053'STATION ROCKY MTN RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1550 ***********************************************************************
 QF1550  DESIGNATION -  ROCKY POINT
 QF1550  PID         -  QF1550
 QF1550  STATE/COUNTY-  ME/WASHINGTON
 QF1550  USGS QUAD   -  LAMBERT LAKE (1988)
 QF1550
 QF1550                         *CURRENT SURVEY CONTROL
 QF1550  ___________________________________________________________________
 QF1550* NAD 83(1996)-  45 35 40.68529(N)    067 33 54.93008(W)     ADJUSTED  
 QF1550* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 QF1550  ___________________________________________________________________
 QF1550  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 QF1550  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 QF1550
 QF1550  HORZ ORDER  -  FIRST
 QF1550
 QF1550.The horizontal coordinates were established by classical geodetic methods
 QF1550.and adjusted by the National Geodetic Survey in March 1998..
 QF1550
 QF1550.The orthometric height was scaled from a topographic map.
 QF1550
 QF1550.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1550
 QF1550.The geoid height was determined by GEOID03.
 QF1550
 QF1550;                    North         East     Units Scale Factor Converg.
 QF1550;SPC ME E     -   214,648.199   372,927.753   MT  0.99996537   +0 40 04.1
 QF1550;UTM  19      - 5,050,011.294   611,903.617   MT  0.99975396   +1 01 30.3
 QF1550
 QF1550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1550!SPC ME E     -   0.99998541  x   0.99996537  =   0.99995078
 QF1550!UTM  19      -   0.99998541  x   0.99975396  =   0.99973937
 QF1550
 QF1550:                Primary Azimuth Mark                     Grid Az
 QF1550:SPC ME E     -  SANDY IBC                                015 23 10.0
 QF1550:UTM  19      -  SANDY IBC                                015 01 43.8
 QF1550
 QF1550|---------------------------------------------------------------------|
 QF1550| PID    Reference Object                     Distance      Geod. Az  |
 QF1550|                                                           dddmmss.s |
 QF1550| QF1568 SANDY IBC                           406.588 METERS 0160314.1 |
 QF1550| QF1566 MUCO IBC                            437.681 METERS 1202816.3 |
 QF1550| CE9513 ROCKY POINT RM                        4.301 METERS 15742     |
 QF1550| QF1572 MUNCY IBC                           APPROX. 0.6 KM 2850114.4 |
 QF1550| QF1571 HERB IBC                            APPROX. 0.5 KM 3410516.8 |
 QF1550| QF1569 REFERENCE MON 100=DEADMAN           APPROX. 0.6 KM 3510547.6 |
 QF1550|---------------------------------------------------------------------|
 QF1550
 QF1550                          SUPERSEDED SURVEY CONTROL
 QF1550
 QF1550  NAD 83(1992)-  45 35 40.68155(N)    067 33 54.92739(W) AD(       ) 1
 QF1550  NAD 83(1986)-  45 35 40.68511(N)    067 33 54.93881(W) AD(       ) 1
 QF1550  NAD 27      -  45 35 40.44682(N)    067 33 56.90982(W) AD(       ) 1
 QF1550
 QF1550.Superseded values are not recommended for survey control.
 QF1550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1550.See file dsdata.txt to determine how the superseded data were derived.
 QF1550
 QF1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL1190450011(NAD 83)
 QF1550_MARKER: DD = SURVEY DISK
 QF1550_SETTING: 80 = SET IN A BOULDER
 QF1550
 QF1550  HISTORY     - Date     Condition        Report By
 QF1550  HISTORY     - 1890     MONUMENTED       IBC
 QF1550  HISTORY     - 1946     SEE DESCRIPTION  CGS
 QF1550  HISTORY     - 1955     GOOD             IBC
 QF1550
 QF1550                          STATION DESCRIPTION
 QF1550
 QF1550'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1890 (JH)
 QF1550'ON THE PROMINENT ROCKY POINT ON THE S SIDE OF SPEDNIK LAKE ACROSS
 QF1550'FROM SANDY POINT.  THIS POINT FORMS A SMALL ISLAND OF BOULDERS AT
 QF1550'HIGH WATER AND IS ON THE W SIDE OF THE ENTRANCE TO MUNCY COVE.  THE
 QF1550'STATION IS ON A GRANITE ROCK 2 FEET SQUARE AND 6 INCHES HIGH, 30 FEET
 QF1550'INSIDE THE LOW WATER, ON THE N END OF THE POINT, ON A FLAT GRAVELLY
 QF1550'PLACE IN THE BEACH.  A BOULDER 15 FEET SQUARE AND 4 FEET HIGH, LIES
 QF1550'15 FEET E, A LIKE BOULDER 2 FEET HIGH, LIES 7 FEET S ON A LINE TO
 QF1550'FOUR HUGE BOULDERS 50 FEET S.
 QF1550'
 QF1550'STATION MARK IS AN IBC STATION DISK IN A DRILL HOLE WITHIN A FAINT
 QF1550'TRIANGLE CUT IN THE ROCK.
 QF1550'
 QF1550'REFERENCE MARK IS A 1 - INCH DRILL HOLE IN THE LARGE 15 - FOOT SQUARE
 QF1550'BOULDER, 14.11 FEET E OF THE STATION.  THE ROCK IS 4 FEET HIGH ON
 QF1550'LAKE SIDE AND SLOPES LANDWARD.
 QF1550
 QF1550                          STATION RECOVERY (1946)
 QF1550
 QF1550'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (NWS)
 QF1550'STATION IS ON THE PROMINENT ROCKY POINT ON THE S SIDE OF SPEDNIK
 QF1550'LAKE ACROSS FROM SANDY POINT.  THIS POINT FORMS A SMALL ISLAND OF
 QF1550'BOULDERS AT HIGH WATER AND IS ON THE W SIDE OF THE ENTRANCE TO
 QF1550'MUNCY COVE.  THE STATION IS ON A GRANITE ROCK 2 FEET SQUARE AND 6
 QF1550'INCHES HIGH, 30 FEET INSIDE THE LOW WATER, ON THE N END OF THE
 QF1550'POINT, ON A FLAT GRAVELLY PLACE IN THE BEACH.  THERE IS A
 QF1550'BOULDER 15 FEET SQUARE AND 4 FEET HIGH, 15 FEET E, ANOTHER OF
 QF1550'SAME SIZE 2 FEET HIGH, 7 FEET S ON A LINE TO FOUR HUGE
 QF1550'BOULDERS 50 FEET S.
 QF1550'
 QF1550'STATION MARK IS AN I.B.C. STATION DISK IN A DRILL HOLE SURROUNDED
 QF1550'BY A FAINT TRIANGLE CUT IN THE ROCK.
 QF1550'
 QF1550'REFERENCE MARK IS A 1-INCH DRILL HOLE IN THE LARGE 15-FOOT
 QF1550'SQUARE BOULDER, 14.11 FEET E OF THE STATION.  THE ROCK IS 4 FEET
 QF1550'HIGH ON LAKESIDE AND SLOPES TOWARD THE LANDSIDE.
 QF1550
 QF1550                          STATION RECOVERY (1955)
 QF1550
 QF1550'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1550'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1246 ***********************************************************************
 OC1246  DESIGNATION -  ROCKY RM 1
 OC1246  PID         -  OC1246
 OC1246  STATE/COUNTY-  ME/SAGADAHOC
 OC1246  USGS QUAD   -  LISBON FALLS SOUTH (1979)
 OC1246
 OC1246                         *CURRENT SURVEY CONTROL
 OC1246  ___________________________________________________________________
 OC1246* NAD 83(1986)-  43 55 14.     (N)    070 00 43.     (W)     SCALED    
 OC1246* NAVD 88     -        58.986  (meters)     193.52   (feet)  ADJUSTED  
 OC1246  ___________________________________________________________________
 OC1246  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 OC1246  DYNAMIC HT  -          58.980 (meters)     193.50  (feet)  COMP
 OC1246  MODELED GRAV-     980,512.0   (mgal)                       NAVD 88
 OC1246
 OC1246  VERT ORDER  -  SECOND    CLASS I
 OC1246
 OC1246.The horizontal coordinates were scaled from a topographic map and have
 OC1246.an estimated accuracy of +/- 6 seconds.
 OC1246
 OC1246.The orthometric height was determined by differential leveling
 OC1246.and adjusted by the National Geodetic Survey in June 1991..
 OC1246
 OC1246.The geoid height was determined by GEOID03.
 OC1246
 OC1246.The dynamic height is computed by dividing the NAVD 88
 OC1246.geopotential number by the normal gravity value computed on the
 OC1246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1246.degrees latitude (g = 980.6199 gals.).
 OC1246
 OC1246.The modeled gravity was interpolated from observed gravity values.
 OC1246
 OC1246;                    North         East    Units  Estimated Accuracy
 OC1246;SPC ME W     -   120,800.      912,430.      MT  (+/- 180 meters Scaled)
 OC1246
 OC1246                          SUPERSEDED SURVEY CONTROL
 OC1246
 OC1246  NGVD 29 (??/??/92)   59.181  (m)          194.16   (f) ADJ UNCH    2 1
 OC1246
 OC1246.Superseded values are not recommended for survey control.
 OC1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1246.See file dsdata.txt to determine how the superseded data were derived.
 OC1246
 OC1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ187635(NAD 83)
 OC1246_MARKER: DD = SURVEY DISK
 OC1246_SETTING: 66 = SET IN ROCK OUTCROP
 OC1246_SP_SET: ROCK OUTCROP
 OC1246_STAMPING: ROCKY NO. 1 1974
 OC1246_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC1246+STABILITY: POSITION/ELEVATION WELL
 OC1246_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OC1246+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2006
 OC1246
 OC1246  HISTORY     - Date     Condition        Report By
 OC1246  HISTORY     - 1974     MONUMENTED       MEDT
 OC1246  HISTORY     - 1975     GOOD             MEDT
 OC1246  HISTORY     - 19910418 GOOD             USPSQD
 OC1246  HISTORY     - 20060505 GOOD             USPSQD
 OC1246
 OC1246                          STATION DESCRIPTION
 OC1246
 OC1246'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 OC1246'2.2 MI SW FROM TOPSHAM.
 OC1246'ABOUT 2.2 MILES SOUTHWEST ALONG I-95 SOUTHBOUND FROM THE STATE HIGHWAY
 OC1246'196 OVERPASS CROSSING OF I-95 (TOPSHAM-LISBON EXIT) AND ALSO ABOUT 1.1
 OC1246'MILES SOUTHWEST OF THE I-95 BRIDGE OVER THE ANDROSCOGGIN RIVER IN
 OC1246'BRUNSWICK.  A DISK SET FLUSH IN THE LEDGE OUTCROP BETWEEN THE
 OC1246'NORTHBOUND AND SOUTHBOUND LANES OF I-95, 123.5 FEET NORTHWEST OF
 OC1246'ALUMINUM LIGHT POLE DOT B 22, 64 FEET NORTHWEST OF THE I-95 NORTHBOUND
 OC1246'CENTERLINE, 98 FEET SOUTHWEST OF THE I-95 SOUTHBOUND CENTERLINE, 8.5
 OC1246'FEET NORTH OF THE 12 FOOT VERTICAL SOUTH FACE OF LEDGE AND 42.54 FEET
 OC1246'SOUTHEAST OF THE STATION MARK AND 76.93 FEET NORTHEAST OF ROCKY NO. 2.
 OC1246
 OC1246                          STATION RECOVERY (1991)
 OC1246
 OC1246'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OC1246'RECOVERED IN GOOD CONDITION.
 OC1246
 OC1246                          STATION RECOVERY (2006)
 OC1246
 OC1246'RECOVERY NOTE BY US POWER SQUADRON 2006 (AHE)
 OC1246'ALL REFERENCES TO I95 SHOULD NOW READ I295.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1247 ***********************************************************************
 OC1247  DESIGNATION -  ROCKY RM 2
 OC1247  PID         -  OC1247
 OC1247  STATE/COUNTY-  ME/SAGADAHOC
 OC1247  USGS QUAD   -  LISBON FALLS SOUTH (1979)
 OC1247
 OC1247                         *CURRENT SURVEY CONTROL
 OC1247  ___________________________________________________________________
 OC1247* NAD 83(1986)-  43 55 14.     (N)    070 00 43.     (W)     SCALED    
 OC1247* NAVD 88     -        57.937  (meters)     190.08   (feet)  ADJUSTED  
 OC1247  ___________________________________________________________________
 OC1247  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 OC1247  DYNAMIC HT  -          57.931 (meters)     190.06  (feet)  COMP
 OC1247  MODELED GRAV-     980,512.0   (mgal)                       NAVD 88
 OC1247
 OC1247  VERT ORDER  -  SECOND    CLASS I
 OC1247
 OC1247.The horizontal coordinates were scaled from a topographic map and have
 OC1247.an estimated accuracy of +/- 6 seconds.
 OC1247
 OC1247.The orthometric height was determined by differential leveling
 OC1247.and adjusted by the National Geodetic Survey in June 1991..
 OC1247
 OC1247.The geoid height was determined by GEOID03.
 OC1247
 OC1247.The dynamic height is computed by dividing the NAVD 88
 OC1247.geopotential number by the normal gravity value computed on the
 OC1247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC1247.degrees latitude (g = 980.6199 gals.).
 OC1247
 OC1247.The modeled gravity was interpolated from observed gravity values.
 OC1247
 OC1247;                    North         East    Units  Estimated Accuracy
 OC1247;SPC ME W     -   120,800.      912,430.      MT  (+/- 180 meters Scaled)
 OC1247
 OC1247                          SUPERSEDED SURVEY CONTROL
 OC1247
 OC1247  NGVD 29 (??/??/92)   58.132  (m)          190.72   (f) ADJ UNCH    2 1
 OC1247
 OC1247.Superseded values are not recommended for survey control.
 OC1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1247.See file dsdata.txt to determine how the superseded data were derived.
 OC1247
 OC1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ187635(NAD 83)
 OC1247_MARKER: DD = SURVEY DISK
 OC1247_SETTING: 66 = SET IN ROCK OUTCROP
 OC1247_SP_SET: ROCK OUTCROP
 OC1247_STAMPING: ROCKY NO. 2 1974
 OC1247_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC1247+STABILITY: POSITION/ELEVATION WELL
 OC1247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OC1247+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2006
 OC1247
 OC1247  HISTORY     - Date     Condition        Report By
 OC1247  HISTORY     - 1974     MONUMENTED       MEDT
 OC1247  HISTORY     - 1975     GOOD             MEDT
 OC1247  HISTORY     - 19910418 GOOD             USPSQD
 OC1247  HISTORY     - 20060505 GOOD             USPSQD
 OC1247
 OC1247                          STATION DESCRIPTION
 OC1247
 OC1247'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 OC1247'2.2 MI SW FROM TOPSHAM.
 OC1247'ABOUT 2.2 MILES SOUTHWEST ALONG I-95 SOUTHBOUND FROM THE STATE HIGHWAY
 OC1247'196 OVERPASS CROSSING OF I-95 (TOPSHAM-LISBON EXIT), AND ALSO ABOUT
 OC1247'1.1 MILES SOUTHWEST OF THE I-95 BRIDGE OVER THE ANDROSCOGGIN RIVER IN
 OC1247'BRUNSWICK.  A DISK SET FLUSH IN THE LEDGE OUTCROP BETWEEN THE
 OC1247'NORTHBOUND AND SOUTHBOUND LANES OF I-95, 168.5 FEET NORTHEAST OF
 OC1247'ALUMINUM LIGHT POLE DOT B 21, 96 FEET SOUTHEASTERLY FROM THE I-95
 OC1247'SOUTHBOUND CENTERLINE, 63 FEET NORTHWESTERLY FROM THE I-95 NORTHBOUND
 OC1247'CENTERLINE, 61 FEET EASTERLY FROM THE HIGHEST POINT OF THE
 OC1247'SOUTHERNMOST LEDGE EXPOSURE AND 2.5 FEET NORTH OF THE 9 FOOT VERTICAL
 OC1247'LEDGE FACE.  NOTE-- ALSO 44.07 FEET SOUTHWEST OF THE STATION MARK
 OC1247'DESCRIBED.
 OC1247
 OC1247                          STATION RECOVERY (1991)
 OC1247
 OC1247'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OC1247'RECOVERED IN GOOD CONDITION.
 OC1247
 OC1247                          STATION RECOVERY (2006)
 OC1247
 OC1247'RECOVERY NOTE BY US POWER SQUADRON 2006 (AHE)
 OC1247'ALL REFERENCES TO I95 SHOULD NOW READ I295.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0662 ***********************************************************************
 PD0662  DESIGNATION -  ROD
 PD0662  PID         -  PD0662
 PD0662  STATE/COUNTY-  ME/WASHINGTON
 PD0662  USGS QUAD   -  WEST LUBEC (1975)
 PD0662
 PD0662                         *CURRENT SURVEY CONTROL
 PD0662  ___________________________________________________________________
 PD0662* NAD 83(1996)-  44 52 09.13392(N)    067 00 12.50668(W)     ADJUSTED  
 PD0662* NAVD 88     -         6.3    (meters)      21.     (feet)  VERTCON   
 PD0662  ___________________________________________________________________
 PD0662  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 PD0662  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 PD0662
 PD0662  HORZ ORDER  -  THIRD
 PD0662
 PD0662.The horizontal coordinates were established by classical geodetic methods
 PD0662.and adjusted by the National Geodetic Survey in March 1998..
 PD0662
 PD0662.The NAVD 88 height was computed by applying the VERTCON shift value to
 PD0662.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PD0662
 PD0662.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0662
 PD0662.The geoid height was determined by GEOID03.
 PD0662
 PD0662;                    North         East     Units Scale Factor Converg.
 PD0662;SPC ME E     -   134,699.178   418,252.739   MT  1.00007190   +1 03 21.3
 PD0662;UTM  19      - 4,970,359.758   657,714.575   MT  0.99990587   +1 24 31.8
 PD0662
 PD0662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0662!SPC ME E     -   1.00000252  x   1.00007190  =   1.00007442
 PD0662!UTM  19      -   1.00000252  x   0.99990587  =   0.99990839
 PD0662
 PD0662                          SUPERSEDED SURVEY CONTROL
 PD0662
 PD0662  NAD 83(1992)-  44 52 09.12375(N)    067 00 12.50883(W) AD(       ) 3
 PD0662  NAD 83(1986)-  44 52 09.12178(N)    067 00 12.50455(W) AD(       ) 3
 PD0662  NGVD 29 (09/20/87)    6.5    (m)           21.     (f) VERT ANG       
 PD0662
 PD0662.Superseded values are not recommended for survey control.
 PD0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0662.See file dsdata.txt to determine how the superseded data were derived.
 PD0662
 PD0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5771570360(NAD 83)
 PD0662_MARKER: DH = HORIZONTAL CONTROL DISK
 PD0662_SETTING: 66 = SET IN ROCK OUTCROP
 PD0662_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 PD0662_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0662_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0662+STABILITY: POSITION/ELEVATION WELL
 PD0662
 PD0662  HISTORY     - Date     Condition        Report By
 PD0662  HISTORY     - 1985     MONUMENTED       NOS
 PD0662
 PD0662                          STATION DESCRIPTION
 PD0662
 PD0662'DESCRIBED BY NATIONAL OCEAN SERVICE 1985 (JEG)
 PD0662'THE STATION IS LOCATED 1.1 MILES NORTHWEST OF LUBEC AND
 PD0662'2.5 MILES SOUTH-SOUTHWEST OF EASTPORT.
 PD0662'
 PD0662'THE STATION WAS REACHED BY SMALL BOAT FROM LUBEC.
 PD0662'
 PD0662'THE STATION IS A NOS BRONZE DISK STAMPED---8519222---, CEMENTED
 PD0662'IN A DRILL HOLE IN A ROCK OUTCROP ON THE SOUTHEASTERN MOST TIP
 PD0662'OF RODGERS ISLAND.  IT IS LOCATED 8.7 METERS (28.5 FT) FROM
 PD0662'THE HIGH WATER LINE AND 5.2 METERS (17 FT) FROM THE SMALL
 PD0662'CLIFFY EDGE OF THE ISLAND WHICH FACES MULHOLLAND POINT LIGHTHOUSE.
 PD0662'
 PD0662'HEIGHT OF LIGHT SHOWN WAS 1.3 METERS ABOVE THE MARK.
 PD0662'
 PD0662'DESCRIBED FROM NOTES BY CHS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2594 ***********************************************************************
 PE2594  DESIGNATION -  ROD
 PE2594  PID         -  PE2594
 PE2594  STATE/COUNTY-  ME/HANCOCK
 PE2594  USGS QUAD   -  ORLAND (1982)
 PE2594
 PE2594                         *CURRENT SURVEY CONTROL
 PE2594  ___________________________________________________________________
 PE2594* NAD 83(1996)-  44 32 58.89315(N)    068 44 43.42709(W)     ADJUSTED  
 PE2594* NAVD 88     -        -1.     (meters)      -3.     (feet)  SCALED    
 PE2594  ___________________________________________________________________
 PE2594  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 PE2594  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 PE2594
 PE2594  HORZ ORDER  -  THIRD
 PE2594
 PE2594.The horizontal coordinates were established by classical geodetic methods
 PE2594.and adjusted by the National Geodetic Survey in March 1998..
 PE2594.No horizontal observational check was made to the station.
 PE2594
 PE2594.The orthometric height was scaled from a topographic map.
 PE2594
 PE2594.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2594
 PE2594.The geoid height was determined by GEOID03.
 PE2594
 PE2594;                    North         East     Units Scale Factor Converg.
 PE2594;SPC ME E     -    98,136.331   280,502.264   MT  0.99990467   -0 10 19.8
 PE2594;UTM  19      - 4,932,960.451   520,223.214   MT  0.99960503   +0 10 43.0
 PE2594
 PE2594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2594!SPC ME E     -   1.00000401  x   0.99990467  =   0.99990868
 PE2594!UTM  19      -   1.00000401  x   0.99960503  =   0.99960904
 PE2594
 PE2594                          SUPERSEDED SURVEY CONTROL
 PE2594
 PE2594  NAD 83(1992)-  44 32 58.89460(N)    068 44 43.41276(W) AD(       ) 3
 PE2594  NAD 83(1986)-  44 32 58.88164(N)    068 44 43.41278(W) AD(       ) 3
 PE2594
 PE2594.Superseded values are not recommended for survey control.
 PE2594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2594.See file dsdata.txt to determine how the superseded data were derived.
 PE2594
 PE2594_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK2022332960(NAD 83)
 PE2594_MARKER: DD = SURVEY DISK
 PE2594_SETTING: 66 = SET IN ROCK OUTCROP
 PE2594_SP_SET: SET IN ROCK OUTCROP
 PE2594_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2594_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE2594+STABILITY: POSITION/ELEVATION WELL
 PE2594
 PE2594  HISTORY     - Date     Condition        Report By
 PE2594  HISTORY     - 1983     MONUMENTED       NOS
 PE2594
 PE2594                          STATION DESCRIPTION
 PE2594
 PE2594'DESCRIBED BY NATIONAL OCEAN SERVICE 1983 (RST)
 PE2594'THE STATION IS LOCATED ON THE EAST SIDE OF THE ORLAND RIVER
 PE2594'JUST SOUTH OF ORLAND.
 PE2594'
 PE2594'THE STATION MUST BE REACHED BY BOAT.
 PE2594'
 PE2594'THE STATION IS A PLAIN BRONZE DISK 5 CM IN DIAMETER STAMPED
 PE2594'---ROD 1982---, SET IN A DRILL HOLE IN A 1.83 METER BY 2.44
 PE2594'METER ROCK, 1.22 METERS HIGH.
 PE2594'
 PE2594'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.42 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0141 ***********************************************************************
 QG0141  DESIGNATION -  ROGAN AZ MK
 QG0141  PID         -  QG0141
 QG0141  STATE/COUNTY-  ME/AROOSTOOK
 QG0141  USGS QUAD   -  BENEDICTA (1989)
 QG0141
 QG0141                         *CURRENT SURVEY CONTROL
 QG0141  ___________________________________________________________________
 QG0141* NAD 83(1986)-  45 50 12.     (N)    068 24 52.     (W)     SCALED    
 QG0141* NAVD 88     -       168.449  (meters)     552.65   (feet)  ADJUSTED  
 QG0141  ___________________________________________________________________
 QG0141  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 QG0141  DYNAMIC HT  -         168.454 (meters)     552.67  (feet)  COMP
 QG0141  MODELED GRAV-     980,641.5   (mgal)                       NAVD 88
 QG0141
 QG0141  VERT ORDER  -  SECOND    CLASS 0
 QG0141
 QG0141.The horizontal coordinates were scaled from a topographic map and have
 QG0141.an estimated accuracy of +/- 6 seconds.
 QG0141
 QG0141.The orthometric height was determined by differential leveling
 QG0141.and adjusted by the National Geodetic Survey in June 1991..
 QG0141
 QG0141.The geoid height was determined by GEOID03.
 QG0141
 QG0141.The dynamic height is computed by dividing the NAVD 88
 QG0141.geopotential number by the normal gravity value computed on the
 QG0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0141.degrees latitude (g = 980.6199 gals.).
 QG0141
 QG0141.The modeled gravity was interpolated from observed gravity values.
 QG0141
 QG0141;                    North         East    Units  Estimated Accuracy
 QG0141;SPC ME E     -   241,130.      306,650.      MT  (+/- 180 meters Scaled)
 QG0141
 QG0141                          SUPERSEDED SURVEY CONTROL
 QG0141
 QG0141  NGVD 29 (??/??/92)  168.63   (m)          553.2    (f) COMPUTED    2 0
 QG0141
 QG0141.Superseded values are not recommended for survey control.
 QG0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0141.See file dsdata.txt to determine how the superseded data were derived.
 QG0141
 QG0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL454760(NAD 83)
 QG0141_MARKER: DZ = AZIMUTH MARK DISK
 QG0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0141_STAMPING: ROGAN 1959
 QG0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0141+STABILITY: SURFACE MOTION
 QG0141
 QG0141  HISTORY     - Date     Condition        Report By
 QG0141  HISTORY     - 1959     MONUMENTED       CGS
 QG0141
 QG0141                          STATION DESCRIPTION
 QG0141
 QG0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QG0141'2.5 MI N FROM BENEDICTA.
 QG0141'2.5 MILES NORTH ALONG AN ASPHALT ROAD FROM THE POST OFFICE
 QG0141'AT BENEDICTA, 20 FEET WEST OF THE CENTER LINE OF THE ROAD,
 QG0141'3 FEET SOUTHWEST OF A POWER LINE POLE, 2 1/2 FEET SOUTHWEST
 QG0141'OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 QG0141'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 QG0141'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1305 ***********************************************************************
 QG1305  DESIGNATION -  ROGAN RESET
 QG1305  PID         -  QG1305
 QG1305  STATE/COUNTY-  ME/AROOSTOOK
 QG1305  USGS QUAD   -  BENEDICTA (1989)
 QG1305
 QG1305                         *CURRENT SURVEY CONTROL
 QG1305  ___________________________________________________________________
 QG1305* NAD 83(1996)-  45 50 01.65176(N)    068 24 57.92669(W)     ADJUSTED  
 QG1305* NAVD 88     -       175.48   (+/-2cm)     575.7    (feet)  VERTCON   
 QG1305  ___________________________________________________________________
 QG1305  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 QG1305  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 QG1305
 QG1305  HORZ ORDER  -  SECOND
 QG1305  VERT ORDER  -  THIRD ? (See Below)
 QG1305
 QG1305.The horizontal coordinates were established by classical geodetic methods
 QG1305.and adjusted by the National Geodetic Survey in March 1998..
 QG1305
 QG1305.The NAVD 88 height was computed by applying the VERTCON shift value to
 QG1305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QG1305.The vertical order pertains to the NGVD 29 superseded value.
 QG1305
 QG1305.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1305
 QG1305.The geoid height was determined by GEOID03.
 QG1305
 QG1305;                    North         East     Units Scale Factor Converg.
 QG1305;SPC ME E     -   240,805.276   306,518.670   MT  0.99990052   +0 03 36.7
 QG1305;UTM  19      - 5,075,746.690   545,348.609   MT  0.99962528   +0 25 07.9
 QG1305
 QG1305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1305!SPC ME E     -   0.99997626  x   0.99990052  =   0.99987679
 QG1305!UTM  19      -   0.99997626  x   0.99962528  =   0.99960155
 QG1305
 QG1305:                Primary Azimuth Mark                     Grid Az
 QG1305:SPC ME E     -  ROGAN AZ MK                              018 47 22.1
 QG1305:UTM  19      -  ROGAN AZ MK                              018 25 50.9
 QG1305
 QG1305|---------------------------------------------------------------------|
 QG1305| PID    Reference Object                     Distance      Geod. Az  |
 QG1305|                                                           dddmmss.s |
 QG1305| QG0141 ROGAN AZ MK                                        0185058.8 |
 QG1305| QG0138 ROGAN RM 1                            4.746 METERS 14502     |
 QG1305| QG0139 ROGAN RM 2                            7.730 METERS 26220     |
 QG1305|---------------------------------------------------------------------|
 QG1305
 QG1305                          SUPERSEDED SURVEY CONTROL
 QG1305
 QG1305  NAD 83(1992)-  45 50 01.64976(N)    068 24 57.92298(W) AD(       ) 2
 QG1305  NAD 83(1986)-  45 50 01.65483(N)    068 24 57.93568(W) AD(       ) 2
 QG1305  NAD 27      -  45 50 01.46800(N)    068 24 59.83960(W) AD(       ) 2
 QG1305  NGVD 29 (07/19/86)  175.66   (m)          576.3    (f) LEVELING    3  
 QG1305
 QG1305.Superseded values are not recommended for survey control.
 QG1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1305.See file dsdata.txt to determine how the superseded data were derived.
 QG1305
 QG1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL4534975747(NAD 83)
 QG1305_MARKER: DS = TRIANGULATION STATION DISK
 QG1305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG1305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG1305_STAMPING: ROGAN 1959 1982
 QG1305_MARK LOGO: NGS   
 QG1305_PROJECTION: FLUSH
 QG1305_MAGNETIC: N = NO MAGNETIC MATERIAL
 QG1305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG1305+STABILITY: SURFACE MOTION
 QG1305
 QG1305  HISTORY     - Date     Condition        Report By
 QG1305  HISTORY     - 1982     MONUMENTED       NGS
 QG1305  HISTORY     - 1982     GOOD             NGS
 QG1305  HISTORY     - 19820914 GOOD             NGS
 QG1305
 QG1305                          STATION DESCRIPTION
 QG1305
 QG1305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QG1305'2.2 MI NORTH FROM BENEDICTA.
 QG1305'2.2 MILES NORTH ALONG AN ASPHALT ROAD FROM THE POST OFFICE IN
 QG1305'BENEDICTA ON TOP OF A SMALL HILL, ABOUT 100.0 FEET WEST OF THE
 QG1305'CENTERLINE OF THE ROAD,  0.1 MILE NORTH OF A LARGE FARM HOUSE, AND
 QG1305'65.0 FEET NORTH OF A STATUE IN SHELTER WITH A CROSS ON IT. A NEW
 QG1305'DISK WAS SET IN THE SAME HOLE OF THE ORIGINAL DISK.
 QG1305'THE MARK IS 15.0 FT ABOVE ROAD.
 QG1305
 QG1305                          STATION RECOVERY (1982)
 QG1305
 QG1305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 QG1305'THE STATION MARK MONUMENT WAS RECOVERED WITH THE DISK MISSING AND THE
 QG1305'STEM IN PLACE.  A NEW DISK WAS SET HOLDING THE CENTER OF THE STEM AS
 QG1305'PLUMB.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED.  IT WAS
 QG1305'PROBABLY DESTROYED WHEN THE ROAD WAS RE-BUILT.  AN AZIMUTH MARK 2 WAS
 QG1305'ESTABLISHED AT THIS TIME.  REFERENCE MARKS 1 AND 2 WAS RECOVERED IN
 QG1305'GOOD CONDITION.  THE DIRECTIONS TO THE MARKS CHECKED.  THE DISTANCE TO
 QG1305'REFERENCE MARK 1 CHECKED BUT A SHORTER DISTANCE OF 0.14 FOOT WAS NOTED
 QG1305'TO REFERENCE MARK 2.  IT MAY HAVE BEEN MEASURED SLOPE.  A NEW
 QG1305'DESCRIPTION FOLLOWS.
 QG1305' 
 QG1305'THE STATION IS LOCATED ABOUT 8.9 KM (5.5 MI) SOUTH OF SHERMAN STATION,
 QG1305'5.6 KM (3.5 MI) SOUTHWEST OF SHERMAN MILLS, 3.6 KM (2.25 MI) NORTH OF
 QG1305'BENEDICTA AND ON A SMALL KNOLL TO THE WEST OF A PAVED ROAD.
 QG1305' 
 QG1305'OWNERSHIP- ANTHONY RUSH, BENEDICTA, MAINE, 04733, TELEPHONE (207)
 QG1305'365-4254.
 QG1305' 
 QG1305'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 AND
 QG1305'STATE HIGHWAY 158 IN SHERMAN, GO NORTHWEST ON HIGHWAY 158 FOR 0.5 KM
 QG1305'(0.3 MI) TO STATE HIGHWAY 11.  TURN LEFT AND GO WEST ON HIGHWAY 11 FOR
 QG1305'ABOUT 150 FEET TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH ON A PAVED
 QG1305'ROAD FOR 1.0 KM (0.65 MI) TO THE INTERSTATE HIGHWAY 95 OVERPASS.
 QG1305'CONTINUE SOUTH ON THE PAVED ROAD FOR 3.5 KM (2.15 MI) TO THE AZIMUTH
 QG1305'MARK 2 ON THE LEFT.  CONTINUE SOUTH ON THE PAVED ROAD FOR 0.5 KM (0.3
 QG1305'MI) TO A FIELD ROAD ON THE RIGHT, JUST BEFORE REACH THE HOUSE.  TURN
 QG1305'SHARP RIGHT AND GO NORTH ON THE FIELD ROAD FOR 0.1 KM (0.05 MI) TO THE
 QG1305'TOP OF A SMALL RISE AND THE STATION.
 QG1305' 
 QG1305'THE STATION IS A STANDARD NGS DISK STAMPED--ROGAN 1959 1982--, SET
 QG1305'INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES OR 30 CM ON SIDE
 QG1305'PROJECTING 2 INCHES OR 5 CM ABOVE THE GROUND LOCATED 146.0 FT (44.5 M)
 QG1305'W FROM THE CENTER OF PAVE ROAD AND ABOUT 30 FEET HIGHER, 47.0 FT (14.3
 QG1305'M) NW FROM A GROUP OF MAPLE TREES, 25.0 FT (7.6 M) W FROM A 8-INCH
 QG1305'MAPLE TREE, AND 3.0 FT (0.9 M) SE FROM A METAL WITNESS POST.
 QG1305' 
 QG1305'REFERENCE MARK NO 1 IS A STANDARD NGS DISK STAMPED--ROGAN NO 1 1959--,
 QG1305'SET INTO ROCK OUTCROP 4.0 FT (1.2 M) LARGEST DIMENSION LOCATED 31.0 FT
 QG1305'(9.4 M) NNW FROM THE GROUP OF MAPLE TREES, 21.5 FT (6.6 M) WSW FROM
 QG1305'THE 8-INCH MAPLE TREE, AND 18.0 FT (5.5 M) SSE FROM THE METAL WITNESS
 QG1305'POST.
 QG1305' 
 QG1305'REFERENCE MARK NO 2 IS A STANDARD NGS DISK STAMPED--ROGAN NO 2 1959--,
 QG1305'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES OR 30 CM ON
 QG1305'SIDE PROJECTING 2 INCHES OR 5 CM ABOVE THE GROUND LOCATED 63.0 FT
 QG1305'(19.2 M) NW FROM THE GROUP OF MAPLE TREES, 49.5 FT (15.1 M) W FROM THE
 QG1305'8-INCH MAPLE TREE, 24.0 FT (7.3 M) W FROM THE METAL WITNESS POST, AND
 QG1305'2.0 FT (0.6 M) LOWNER THAN THE STATION.
 QG1305' 
 QG1305'AZIMUTH MARK NO 2 IS A STANDARD NGS DISK STAMPED--ROGAN 1959 NO 2
 QG1305'1982--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30
 QG1305'CM IN DIAMETER FLUSH WITH GROUND LOCATED 130.0 FT (39.6 M) SSW FROM
 QG1305'THE CENTER OF A DRIVEWAY LEADING TO A HOUSE, 25.0 FT (7.6 M) ESE FROM
 QG1305'THE CENTER OF THE PAVED ROAD, 3.0 FT (0.9 M) S FROM POWERLINE POLE
 QG1305'NUMBER 66, AND 1.0 FT (0.3 M) W FROM A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0138 ***********************************************************************
 QG0138  DESIGNATION -  ROGAN RM 1
 QG0138  PID         -  QG0138
 QG0138  STATE/COUNTY-  ME/AROOSTOOK
 QG0138  USGS QUAD   -  BENEDICTA (1989)
 QG0138
 QG0138                         *CURRENT SURVEY CONTROL
 QG0138  ___________________________________________________________________
 QG0138* NAD 83(1986)-  45 50 01.     (N)    068 24 57.     (W)     SCALED    
 QG0138* NAVD 88     -       175.583  (meters)     576.06   (feet)  ADJUSTED  
 QG0138  ___________________________________________________________________
 QG0138  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 QG0138  DYNAMIC HT  -         175.588 (meters)     576.08  (feet)  COMP
 QG0138  MODELED GRAV-     980,641.3   (mgal)                       NAVD 88
 QG0138
 QG0138  VERT ORDER  -  SECOND    CLASS 0
 QG0138
 QG0138.The horizontal coordinates were scaled from a topographic map and have
 QG0138.an estimated accuracy of +/- 6 seconds.
 QG0138
 QG0138.The orthometric height was determined by differential leveling
 QG0138.and adjusted by the National Geodetic Survey in June 1991..
 QG0138
 QG0138.The geoid height was determined by GEOID03.
 QG0138
 QG0138.The dynamic height is computed by dividing the NAVD 88
 QG0138.geopotential number by the normal gravity value computed on the
 QG0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0138.degrees latitude (g = 980.6199 gals.).
 QG0138
 QG0138.The modeled gravity was interpolated from observed gravity values.
 QG0138
 QG0138;                    North         East    Units  Estimated Accuracy
 QG0138;SPC ME E     -   240,790.      306,540.      MT  (+/- 180 meters Scaled)
 QG0138
 QG0138                          SUPERSEDED SURVEY CONTROL
 QG0138
 QG0138  NGVD 29 (??/??/92)  175.761  (m)          576.64   (f) ADJ UNCH    2 0
 QG0138
 QG0138.Superseded values are not recommended for survey control.
 QG0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0138.See file dsdata.txt to determine how the superseded data were derived.
 QG0138
 QG0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL453757(NAD 83)
 QG0138_MARKER: DR = REFERENCE MARK DISK
 QG0138_SETTING: 66 = SET IN ROCK OUTCROP
 QG0138_SP_SET: ROCK OUTCROP
 QG0138_STAMPING: ROGAN NO 1 1959
 QG0138_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0138+STABILITY: POSITION/ELEVATION WELL
 QG0138
 QG0138  HISTORY     - Date     Condition        Report By
 QG0138  HISTORY     - 1959     MONUMENTED       CGS
 QG0138  HISTORY     - 1982     GOOD             NGS
 QG0138
 QG0138                          STATION DESCRIPTION
 QG0138
 QG0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QG0138'2.2 MI N FROM BENEDICTA.
 QG0138'2.2 MILES NORTH ALONG AN ASPHALT ROAD FROM THE POST OFFICE AT
 QG0138'BENEDICTA, ON THE TOP OF A SMALL HILL, ABOUT 0.1 MILE NORTH OF
 QG0138'A LARGE FARM HOUSE, 16 FEET SOUTHEAST OF THE STATION, 50
 QG0138'FEET NORTH OF THE STATUE AND SET IN THE TOP OF A 2-BY-2-FOOT
 QG0138'OUTCROP PROJECTING 1/2-FOOT ABOVE THE GROUND.
 QG0138
 QG0138                          STATION RECOVERY (1982)
 QG0138
 QG0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QG0138'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0139 ***********************************************************************
 QG0139  DESIGNATION -  ROGAN RM 2
 QG0139  PID         -  QG0139
 QG0139  STATE/COUNTY-  ME/AROOSTOOK
 QG0139  USGS QUAD   -  BENEDICTA (1989)
 QG0139
 QG0139                         *CURRENT SURVEY CONTROL
 QG0139  ___________________________________________________________________
 QG0139* NAD 83(1986)-  45 50 01.     (N)    068 24 57.     (W)     SCALED    
 QG0139* NAVD 88     -       174.814  (meters)     573.54   (feet)  ADJUSTED  
 QG0139  ___________________________________________________________________
 QG0139  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 QG0139  DYNAMIC HT  -         174.819 (meters)     573.55  (feet)  COMP
 QG0139  MODELED GRAV-     980,641.3   (mgal)                       NAVD 88
 QG0139
 QG0139  VERT ORDER  -  SECOND    CLASS 0
 QG0139
 QG0139.The horizontal coordinates were scaled from a topographic map and have
 QG0139.an estimated accuracy of +/- 6 seconds.
 QG0139
 QG0139.The orthometric height was determined by differential leveling
 QG0139.and adjusted by the National Geodetic Survey in June 1991..
 QG0139
 QG0139.The geoid height was determined by GEOID03.
 QG0139
 QG0139.The dynamic height is computed by dividing the NAVD 88
 QG0139.geopotential number by the normal gravity value computed on the
 QG0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0139.degrees latitude (g = 980.6199 gals.).
 QG0139
 QG0139.The modeled gravity was interpolated from observed gravity values.
 QG0139
 QG0139;                    North         East    Units  Estimated Accuracy
 QG0139;SPC ME E     -   240,790.      306,540.      MT  (+/- 180 meters Scaled)
 QG0139
 QG0139                          SUPERSEDED SURVEY CONTROL
 QG0139
 QG0139  NGVD 29 (??/??/92)  174.992  (m)          574.12   (f) ADJ UNCH    2 0
 QG0139
 QG0139.Superseded values are not recommended for survey control.
 QG0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0139.See file dsdata.txt to determine how the superseded data were derived.
 QG0139
 QG0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL453757(NAD 83)
 QG0139_MARKER: DR = REFERENCE MARK DISK
 QG0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0139_STAMPING: ROGAN NO 2 1959
 QG0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0139+STABILITY: SURFACE MOTION
 QG0139
 QG0139  HISTORY     - Date     Condition        Report By
 QG0139  HISTORY     - 1959     MONUMENTED       CGS
 QG0139  HISTORY     - 1982     GOOD             NGS
 QG0139
 QG0139                          STATION DESCRIPTION
 QG0139
 QG0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QG0139'2.2 MI N FROM BENEDICTA.
 QG0139'2.2 MILES NORTH ALONG AN ASPHALT ROAD FROM THE POST OFFICE AT
 QG0139'BENEDICTA, ON THE TOP OF A SMALL HILL, ABOUT 0.1 MILE NORTH OF
 QG0139'A LARGE FARM HOUSE, 25.4 FEET SOUTHWEST OF THE STATION, 41 1/2
 QG0139'FEET WEST OF A GROUP OF SMALL TREES, SET IN THE TOP OF A CONCRETE
 QG0139'POST PROJECTING 3 INCHES ABOVE THE GROUND.
 QG0139
 QG0139                          STATION RECOVERY (1982)
 QG0139
 QG0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QG0139'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0895 ***********************************************************************
 PD0895  DESIGNATION -  ROGER 1861
 PD0895  PID         -  PD0895
 PD0895  STATE/COUNTY-  ME/WASHINGTON
 PD0895  USGS QUAD   -  WEST LUBEC (1975)
 PD0895
 PD0895                         *CURRENT SURVEY CONTROL
 PD0895  ___________________________________________________________________
 PD0895* NAD 83(1996)-  44 52 10.63371(N)    067 00 17.58328(W)     ADJUSTED  
 PD0895* NAVD 88     -        26.     (meters)      85.     (feet)  SCALED    
 PD0895  ___________________________________________________________________
 PD0895  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 PD0895  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 PD0895
 PD0895  HORZ ORDER  -  THIRD
 PD0895
 PD0895.The horizontal coordinates were established by classical geodetic methods
 PD0895.and adjusted by the National Geodetic Survey in March 1998..
 PD0895
 PD0895.The orthometric height was scaled from a topographic map.
 PD0895
 PD0895.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0895
 PD0895.The geoid height was determined by GEOID03.
 PD0895
 PD0895;                    North         East     Units Scale Factor Converg.
 PD0895;SPC ME E     -   134,743.418   418,140.458   MT  1.00007157   +1 03 17.7
 PD0895;UTM  19      - 4,970,403.298   657,602.042   MT  0.99990543   +1 24 28.2
 PD0895
 PD0895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0895!SPC ME E     -   0.99999946  x   1.00007157  =   1.00007103
 PD0895!UTM  19      -   0.99999946  x   0.99990543  =   0.99990489
 PD0895
 PD0895                          SUPERSEDED SURVEY CONTROL
 PD0895
 PD0895  NAD 83(1992)-  44 52 10.62572(N)    067 00 17.58717(W) AD(       ) 4
 PD0895  NAD 83(1986)-  44 52 10.62829(N)    067 00 17.59182(W) AD(       ) 4
 PD0895  NAD 27      -  44 52 10.11600(N)    067 00 19.50100(W) AD(       ) 3
 PD0895
 PD0895.Superseded values are not recommended for survey control.
 PD0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0895.See file dsdata.txt to determine how the superseded data were derived.
 PD0895
 PD0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5760270403(NAD 83)
 PD0895
 PD0895  HISTORY     - Date     Condition        Report By
 PD0895  HISTORY     - 1861     MONUMENTED       COASUR
 PD0895  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0895
 PD0895                          STATION DESCRIPTION
 PD0895
 PD0895'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0895'STATION IS ON THE EASTERLY AND LARGER OF THE RODGERS ISLANDS, A
 PD0895'QUARTER MILE E OF NORTH LUBEC, AT THE WESTERN ENTRANCE TO
 PD0895'JOHNSON COVE, WHICH IS ON THE W SIDE OF LUBEC NECK AND E OF
 PD0895'SEWARD NECK.
 PD0895'
 PD0895'STATION MARK IS A DRILL HOLE IN ROCK.  NOT RECOVERED IN 1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0454 ***********************************************************************
 PD0454  DESIGNATION -  ROGERS RESET
 PD0454  PID         -  PD0454
 PD0454  STATE/COUNTY-  ME/WASHINGTON
 PD0454  USGS QUAD   -  JONESPORT (1977)
 PD0454
 PD0454                         *CURRENT SURVEY CONTROL
 PD0454  ___________________________________________________________________
 PD0454* NAD 83(1996)-  44 35 56.64867(N)    067 33 32.54650(W)     ADJUSTED  
 PD0454* NAVD 88     -        33.126  (meters)     108.68   (feet)  ADJUSTED  
 PD0454  ___________________________________________________________________
 PD0454  LAPLACE CORR-           4.44  (seconds)                    DEFLEC99
 PD0454  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 PD0454  DYNAMIC HT  -          33.125 (meters)     108.68  (feet)  COMP
 PD0454  MODELED GRAV-     980,591.4   (mgal)                       NAVD 88
 PD0454
 PD0454  HORZ ORDER  -  SECOND
 PD0454  VERT ORDER  -  SECOND    CLASS 0
 PD0454
 PD0454.The horizontal coordinates were established by classical geodetic methods
 PD0454.and adjusted by the National Geodetic Survey in March 1998..
 PD0454
 PD0454.The orthometric height was determined by differential leveling
 PD0454.and adjusted by the National Geodetic Survey in June 1991..
 PD0454
 PD0454.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0454
 PD0454.The geoid height was determined by GEOID03.
 PD0454
 PD0454.The dynamic height is computed by dividing the NAVD 88
 PD0454.geopotential number by the normal gravity value computed on the
 PD0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0454.degrees latitude (g = 980.6199 gals.).
 PD0454
 PD0454.The modeled gravity was interpolated from observed gravity values.
 PD0454
 PD0454;                    North         East     Units Scale Factor Converg.
 PD0454;SPC ME E     -   104,024.089   374,699.830   MT  0.99996860   +0 39 38.6
 PD0454;UTM  19      - 4,939,423.439   614,359.060   MT  0.99976083   +1 00 42.7
 PD0454
 PD0454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0454!SPC ME E     -   0.99999842  x   0.99996860  =   0.99996702
 PD0454!UTM  19      -   0.99999842  x   0.99976083  =   0.99975925
 PD0454
 PD0454:                Primary Azimuth Mark                     Grid Az
 PD0454:SPC ME E     -  SAWYER                                   014 14 52.4
 PD0454:UTM  19      -  SAWYER                                   013 53 48.3
 PD0454
 PD0454|---------------------------------------------------------------------|
 PD0454| PID    Reference Object                     Distance      Geod. Az  |
 PD0454|                                                           dddmmss.s |
 PD0454| PD1092 SAWYER                              APPROX. 3.1 KM 0145431.0 |
 PD0454| PD0456 ROGERS RM 1                           6.218 METERS 04510     |
 PD0454| PD0455 ROGERS RM 2                           6.099 METERS 31626     |
 PD0454|---------------------------------------------------------------------|
 PD0454
 PD0454                          SUPERSEDED SURVEY CONTROL
 PD0454
 PD0454  NAD 83(1992)-  44 35 56.64469(N)    067 33 32.54492(W) AD(       ) 2
 PD0454  NAD 83(1986)-  44 35 56.64070(N)    067 33 32.54766(W) AD(       ) 2
 PD0454  NAD 27      -  44 35 56.36000(N)    067 33 34.58000(W) AD(       ) 2
 PD0454  NGVD 29 (??/??/92)   33.339  (m)          109.38   (f) ADJ UNCH    2 0
 PD0454
 PD0454.Superseded values are not recommended for survey control.
 PD0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0454.See file dsdata.txt to determine how the superseded data were derived.
 PD0454
 PD0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK1435939423(NAD 83)
 PD0454_MARKER: DS = TRIANGULATION STATION DISK
 PD0454_SETTING: 66 = SET IN ROCK OUTCROP
 PD0454_SP_SET: ROCK OUTCROP
 PD0454_STAMPING: ROGERS 1934
 PD0454_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0454+STABILITY: POSITION/ELEVATION WELL
 PD0454
 PD0454  HISTORY     - Date     Condition        Report By
 PD0454  HISTORY     - 1934     MONUMENTED       CGS
 PD0454  HISTORY     - 1913     SEE DESCRIPTION  CGS
 PD0454  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PD0454  HISTORY     - 1945     SEE DESCRIPTION  CGS
 PD0454  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0454  HISTORY     - 1959     SEE DESCRIPTION  CGS
 PD0454  HISTORY     - 1962     SEE DESCRIPTION  CGS
 PD0454  HISTORY     - 1962     GOOD             NGS
 PD0454
 PD0454                          STATION DESCRIPTION
 PD0454
 PD0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 PD0454'STATION IS ON A COMMANDING HILL ON THE W SIDE OF CHANDLER BAY,
 PD0454'ABOUT A MILE S OF RODGERS ISLAND AND THE MOUTH OF MASONS BAY,
 PD0454'AND JUST E OF THE ROAD FROM JONESPORT TO JONESBORO.  THE STATION
 PD0454'IS ON THE HIGHEST POINT OF THE HILL AND IS ABOUT 200 METERS FROM
 PD0454'THE WATERS EDGE.  THERE IS A CLUMP OF SPRUCE AND FIR TREES ABOUT
 PD0454'10 METERS S OF THE STATION AND THE REMAINDER OF THE HILL IS
 PD0454'COVERED WITH SMALL BRUSH, BUT LITTLE CUTTING WOULD BE REQUIRED
 PD0454'TO OPEN LINES IN ANY DIRECTION.  THE STATION IS MARKED BY A
 PD0454'DRILL HOLE SURROUNDED BY A TRIANGLE CUT IN THE ROCK AND COVERED
 PD0454'BY A CAIRN.
 PD0454
 PD0454                          STATION RECOVERY (1934)
 PD0454
 PD0454'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PD0454'STATION RECOVERED AS DESCRIBED, ON A COMMANDING HILL ABOUT 4
 PD0454'MILES S OF JONESBORO AND ABOUT 5 MILES NNE OF
 PD0454'JONESPORT.  MRS. F.E. LUFKINS OWNS THE LAND.  IT IS ON A PROBABLE
 PD0454'SUMMIT AT N EDGE OF THICK SPRUCE GROVE AND ABOUT 80 FEET SSE OF
 PD0454'A SHOWING LEDGE OF APPROXIMATELY SAME ELEVATION.  IT IS 0.9 FOOT
 PD0454'E OF A W 6-INCH SHEER FACE MADE BY A PIECE OF ROCK BROKEN OUT OF
 PD0454'TOP OF LEDGE.
 PD0454'
 PD0454'STATION WAS RE-MARKED AND 2 REFERENCE MARKS ESTABLISHED.  ALL
 PD0454'MARKS ARE STANDARD DISKS WEDGED IN DRILL HOLES IN OUTCROPPING
 PD0454'BEDROCK.
 PD0454'
 PD0454'REFERENCE MARK NO. 1 IS 20.40 FEET NE OF STATION IN A
 PD0454'MOSS-COVERED LEDGE.
 PD0454'
 PD0454'REFERENCE MARK NO. 2 IS 20.01 FEET NW OF STATION IN ROUGH
 PD0454'LEDGE.  IT IS 0.6 FOOT NE AND SE RESPECTIVELY OF SHORT W AND N
 PD0454'SHEER FACES.
 PD0454'
 PD0454'REACHED FROM THE EASTERN JUNCTIONS OF HIGHWAY 1A AND HIGHWAY 187,
 PD0454'S 5.8 MILES TO A SHALLOW GRAVEL PIT NOW PARTLY FILLED WITH
 PD0454'LARGE STONES.  TAKE PATH AT E END OF GRAVEL PIT WHICH LEADS SE
 PD0454'ABOUT 125 FEET TO A 4- BY 6- BY 2-FOOT HIGH BOULDER ON E SIDE
 PD0454'OF PATH.  FROM HERE THE STATION IS ABOUT 110 FEET ENE IN LEDGE.
 PD0454
 PD0454                          STATION RECOVERY (1945)
 PD0454
 PD0454'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (FLP)
 PD0454'STATION AND REFERENCE RECOVERED IN GOOD CONDITION.  DESCRIPTION
 PD0454'IS ADEQUATE.  DISTANCES TO R.M. CHECKED AND MEASURED.
 PD0454
 PD0454                          STATION RECOVERY (1946)
 PD0454
 PD0454'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0454'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 PD0454'
 PD0454'REFERENCE MARK DISTANCES WERE MEASURED AND FOUND TO BE CORRECT.
 PD0454'
 PD0454'THE EXISTING DESCRIPTION IS ADEQUATE.
 PD0454
 PD0454                          STATION RECOVERY (1959)
 PD0454
 PD0454'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GFW)
 PD0454'STATION MARK AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 PD0454'DISTANCES TO R.M. NO. 1 AND R.M. NO. 2 WERE VERIFIED.
 PD0454'
 PD0454'THE PUBLISHED DESCRIPTION IS ADEQUATE AND CORRECT.
 PD0454
 PD0454                          STATION RECOVERY (1962)
 PD0454
 PD0454'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (LD)
 PD0454'ABOUT 5.75 MILES NORTHEAST ALONG STATE HIGHWAY 187 FROM THE
 PD0454'POST OFFICE AT JONESPORT, THENCE 0.1 MILE EAST UPHILL ALONG A
 PD0454'BLAZED TRAIL, ON TOP OF A HEAVILY WOODED HILL, ON THE WEST SIDE
 PD0454'OF CHANDLER BAY, ABOUT 1 MILE SOUTH AIR-LINE FROM AN
 PD0454'ISLAND SHOWN AS DUNN ISLAND ON THE GEOLOGICAL QUAD SHEET OF THE
 PD0454'JONESPORT QUAD SE/4 COLUMBIA FALLS 15 FT. QUAD AND SHOWN AS
 PD0454'ROGERS ISLAND ON THE GEOLOGICAL QUAD SHEET OF THE COLUMBIA FALLS,
 PD0454'MAINE QUAD N4430 - W6730/15, SET IN THE TOP OF A FLAT OUTCROP
 PD0454'PROJECTING 1/2 FOOT ABOVE THE LEVEL OF THE GROUND AND
 PD0454'ABOUT 15 FEET NORTH OF THE BLAZED TRAIL.
 PD0454'
 PD0454'ABOUT 5.75 MILES NORTHEAST ALONG STATE HIGHWAY 187 FROM THE
 PD0454'POST OFFICE AT JONESPORT, THENCE 0.1 MILE EAST UPHILL ALONG A
 PD0454'BLAZED TRAIL, ON THE WEST SIDE OF CHANDLER BAY, 20.4 FEET
 PD0454'NORTHEAST OF THE STATION MARK, SET IN THE TOP OF A FLAT LEDGE
 PD0454'OF ROCK AND ABOUT 1 FOOT BELOW THE STATION.
 PD0454'
 PD0454'ABOUT 5.75 MILES NORTHEAST ALONG STATE HIGHWAY 187 FROM THE
 PD0454'POST OFFICE AT JONESPORT, THENCE 0.1 MILE EAST UPHILL ALONG A
 PD0454'BLAZED TRAIL, ON THE WEST SIDE OF CHANDLER BAY, 20.0 FEET
 PD0454'NORTHWEST OF THE STATION, SET IN THE TOP OF A FLAT LEDGE OF ROCK
 PD0454'AND ABOUT 1-1/2 FEET BELOW THE STATION.
 PD0454
 PD0454                          STATION RECOVERY (1962)
 PD0454
 PD0454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 PD0454'5.8 MI NE FROM JONESPORT.
 PD0454'5.75 MILES NORTHEAST ALONG STATE HIGHWAY 187 FROM THE POST OFFICE
 PD0454'AT JONESPORT, THENCE 0.1 MILE EAST UPHILL ALONG A BLAZED TRAIL,
 PD0454'ON TOP OF A HEAVILY WOODED HILL, ON THE WEST SIDE OF CHANDLER BAY,
 PD0454'ABOUT 1 MILE SOUTH AIR-LINE FROM AN ISLAND SHOWN AS DUNN ISLAND
 PD0454'ON THE GEOLOGICAL QUAD SHEET OF THE JONESPORT QUAD SE/4 COLUMBIA
 PD0454'FALLS 15 FT QUAD AND SHOWN AS ROGERS ISLAND ON THE GEOLOGICAL
 PD0454'QUAD SHEET OF THE COLUMBIA FALLS, MAINE QUAD N4430 - W6730/15,
 PD0454'SET IN THE TOP OF A FLAT OUTCROP PROJECTING 1/2 FOOT ABOVE THE
 PD0454'LEVEL OF THE GROUND AND ABOUT 15 FEET NORTH OF THE BLAZED TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0456 ***********************************************************************
 PD0456  DESIGNATION -  ROGERS RM 1
 PD0456  PID         -  PD0456
 PD0456  STATE/COUNTY-  ME/WASHINGTON
 PD0456  USGS QUAD   -  JONESPORT (1977)
 PD0456
 PD0456                         *CURRENT SURVEY CONTROL
 PD0456  ___________________________________________________________________
 PD0456* NAD 83(1986)-  44 35 56.     (N)    067 33 32.     (W)     SCALED    
 PD0456* NAVD 88     -        32.632  (meters)     107.06   (feet)  ADJUSTED  
 PD0456  ___________________________________________________________________
 PD0456  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 PD0456  DYNAMIC HT  -          32.631 (meters)     107.06  (feet)  COMP
 PD0456  MODELED GRAV-     980,591.4   (mgal)                       NAVD 88
 PD0456
 PD0456  VERT ORDER  -  SECOND    CLASS 0
 PD0456
 PD0456.The horizontal coordinates were scaled from a topographic map and have
 PD0456.an estimated accuracy of +/- 6 seconds.
 PD0456
 PD0456.The orthometric height was determined by differential leveling
 PD0456.and adjusted by the National Geodetic Survey in June 1991..
 PD0456
 PD0456.The geoid height was determined by GEOID03.
 PD0456
 PD0456.The dynamic height is computed by dividing the NAVD 88
 PD0456.geopotential number by the normal gravity value computed on the
 PD0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0456.degrees latitude (g = 980.6199 gals.).
 PD0456
 PD0456.The modeled gravity was interpolated from observed gravity values.
 PD0456
 PD0456;                    North         East    Units  Estimated Accuracy
 PD0456;SPC ME E     -   104,000.      374,710.      MT  (+/- 180 meters Scaled)
 PD0456
 PD0456                          SUPERSEDED SURVEY CONTROL
 PD0456
 PD0456  NGVD 29 (??/??/92)   32.845  (m)          107.76   (f) ADJ UNCH    2 0
 PD0456
 PD0456.Superseded values are not recommended for survey control.
 PD0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0456.See file dsdata.txt to determine how the superseded data were derived.
 PD0456
 PD0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK143394(NAD 83)
 PD0456_MARKER: DR = REFERENCE MARK DISK
 PD0456_SETTING: 66 = SET IN ROCK OUTCROP
 PD0456_SP_SET: ROCK LEDGE
 PD0456_STAMPING: ROGERS NO 1 1934
 PD0456_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0456+STABILITY: POSITION/ELEVATION WELL
 PD0456
 PD0456  HISTORY     - Date     Condition        Report By
 PD0456  HISTORY     - 1934     MONUMENTED       CGS
 PD0456  HISTORY     - 1962     GOOD             NGS
 PD0456
 PD0456                          STATION DESCRIPTION
 PD0456
 PD0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PD0456'5.8 MI NE FROM JONESPORT.
 PD0456'5.75 MILES NORTHEAST ALONG STATE HIGHWAY 187 FROM THE POST OFFICE
 PD0456'AT JONESPORT, THENCE 0.1 MILE EAST UPHILL ALONG A BLAZED
 PD0456'TRAIL, ON THE WEST SIDE OF CHANDLER BAY, 20.4 FEET NORTHEAST OF
 PD0456'THE STATION MARK, SET IN THE TOP OF A FLAT LEDGE OF ROCK AND
 PD0456'ABOUT 1 FOOT BELOW THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0455 ***********************************************************************
 PD0455  DESIGNATION -  ROGERS RM 2
 PD0455  PID         -  PD0455
 PD0455  STATE/COUNTY-  ME/WASHINGTON
 PD0455  USGS QUAD   -  JONESPORT (1977)
 PD0455
 PD0455                         *CURRENT SURVEY CONTROL
 PD0455  ___________________________________________________________________
 PD0455* NAD 83(1986)-  44 35 56.     (N)    067 33 32.     (W)     SCALED    
 PD0455* NAVD 88     -        32.566  (meters)     106.84   (feet)  ADJUSTED  
 PD0455  ___________________________________________________________________
 PD0455  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 PD0455  DYNAMIC HT  -          32.565 (meters)     106.84  (feet)  COMP
 PD0455  MODELED GRAV-     980,591.4   (mgal)                       NAVD 88
 PD0455
 PD0455  VERT ORDER  -  SECOND    CLASS 0
 PD0455
 PD0455.The horizontal coordinates were scaled from a topographic map and have
 PD0455.an estimated accuracy of +/- 6 seconds.
 PD0455
 PD0455.The orthometric height was determined by differential leveling
 PD0455.and adjusted by the National Geodetic Survey in June 1991..
 PD0455
 PD0455.The geoid height was determined by GEOID03.
 PD0455
 PD0455.The dynamic height is computed by dividing the NAVD 88
 PD0455.geopotential number by the normal gravity value computed on the
 PD0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0455.degrees latitude (g = 980.6199 gals.).
 PD0455
 PD0455.The modeled gravity was interpolated from observed gravity values.
 PD0455
 PD0455;                    North         East    Units  Estimated Accuracy
 PD0455;SPC ME E     -   104,000.      374,710.      MT  (+/- 180 meters Scaled)
 PD0455
 PD0455                          SUPERSEDED SURVEY CONTROL
 PD0455
 PD0455  NGVD 29 (??/??/92)   32.779  (m)          107.54   (f) ADJ UNCH    2 0
 PD0455
 PD0455.Superseded values are not recommended for survey control.
 PD0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0455.See file dsdata.txt to determine how the superseded data were derived.
 PD0455
 PD0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK143394(NAD 83)
 PD0455_MARKER: DR = REFERENCE MARK DISK
 PD0455_SETTING: 66 = SET IN ROCK OUTCROP
 PD0455_SP_SET: ROCK LEDGE
 PD0455_STAMPING: ROGERS NO 2 1934
 PD0455_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0455+STABILITY: POSITION/ELEVATION WELL
 PD0455
 PD0455  HISTORY     - Date     Condition        Report By
 PD0455  HISTORY     - 1934     MONUMENTED       CGS
 PD0455  HISTORY     - 1962     GOOD             NGS
 PD0455
 PD0455                          STATION DESCRIPTION
 PD0455
 PD0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PD0455'5.8 MI NE FROM JONESPORT.
 PD0455'5.75 MILES NORTHEAST ALONG STATE HIGHWAY 187 FROM THE POST OFFICE
 PD0455'AT JONESPORT, THENCE 0.1 MILE EAST UPHILL ALONG A BLAZED TRAIL,
 PD0455'ON THE WEST SIDE OF CHANDLER BAY, 20.0 FEET NORTHWEST OF THE
 PD0455'STATION, SET IN THE TOP OF A FLAT LEDGE OF ROCK AND ABOUT 1 1/2
 PD0455'FEET BELOW THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1405 ***********************************************************************
 QG1405  DESIGNATION -  ROLLINS ET 5 EAK
 QG1405  PID         -  QG1405
 QG1405  STATE/COUNTY-  ME/PENOBSCOT
 QG1405  USGS QUAD   -  EAST WINN (1988)
 QG1405
 QG1405                         *CURRENT SURVEY CONTROL
 QG1405  ___________________________________________________________________
 QG1405* NAD 83(1996)-  45 23 14.20575(N)    068 21 49.27852(W)     ADJUSTED  
 QG1405* NAVD 88     -       307.6    (meters)    1009.     (feet)  VERTCON   
 QG1405  ___________________________________________________________________
 QG1405  LAPLACE CORR-           4.54  (seconds)                    DEFLEC99
 QG1405  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 QG1405
 QG1405  HORZ ORDER  -  FIRST
 QG1405
 QG1405.The horizontal coordinates were established by classical geodetic methods
 QG1405.and adjusted by the National Geodetic Survey in March 1998..
 QG1405
 QG1405.The NAVD 88 height was computed by applying the VERTCON shift value to
 QG1405.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QG1405
 QG1405.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1405
 QG1405.The geoid height was determined by GEOID03.
 QG1405
 QG1405;                    North         East     Units Scale Factor Converg.
 QG1405;SPC ME E     -   191,188.767   310,674.015   MT  0.99990140   +0 05 49.3
 QG1405;UTM  19      - 5,026,170.602   549,812.070   MT  0.99963051   +0 27 10.7
 QG1405
 QG1405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1405!SPC ME E     -   0.99995556  x   0.99990140  =   0.99985696
 QG1405!UTM  19      -   0.99995556  x   0.99963051  =   0.99958608
 QG1405
 QG1405|---------------------------------------------------------------------|
 QG1405| PID    Reference Object                     Distance      Geod. Az  |
 QG1405|                                                           dddmmss.s |
 QG1405| CE9516 ROLLINS RM 2                          5.605 METERS 13433     |
 QG1405| QG1408 BAGLEY MT MICROWAVE                 APPROX. 5.9 KM 3095133.7 |
 QG1405| CE9515 ROLLINS AZ MK                                      3235042.6 |
 QG1405| CE9514 ROLLINS RM 1                          8.721 METERS 35148     |
 QG1405|---------------------------------------------------------------------|
 QG1405
 QG1405                          SUPERSEDED SURVEY CONTROL
 QG1405
 QG1405  NAD 83(1992)-  45 23 14.20456(N)    068 21 49.27646(W) AD(       ) 1
 QG1405  NAD 83(1986)-  45 23 14.21052(N)    068 21 49.28294(W) AD(       ) 1
 QG1405  NAD 27      -  45 23 13.99674(N)    068 21 51.20156(W) AD(       ) 1
 QG1405  NGVD 29 (07/19/86)  307.8    (m)         1010.     (f) VERT ANG       
 QG1405
 QG1405.Superseded values are not recommended for survey control.
 QG1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1405.See file dsdata.txt to determine how the superseded data were derived.
 QG1405
 QG1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL4981226171(NAD 83)
 QG1405_MARKER: DD = SURVEY DISK
 QG1405_SETTING: 66 = SET IN ROCK OUTCROP
 QG1405
 QG1405  HISTORY     - Date     Condition        Report By
 QG1405  HISTORY     - 1975     MONUMENTED       USGS
 QG1405
 QG1405                          STATION DESCRIPTION
 QG1405
 QG1405'DESCRIBED BY US GEOLOGICAL SURVEY 1975 (RCA)
 QG1405'THE STATION IS LOCATED ON THE HIGHEST POINT OF ROLLINS MOUNTAIN
 QG1405'AND UNDER THE CENTER OF THE MAINE FORESTRY SERVICE LOOKOUT
 QG1405'TOWER.  IT IS 5 MILES NORTHWEST OF LEE, 7 MILES NORTHEAST OF
 QG1405'LINCOLN AND 9 MILES SOUTH OF MATTAWAMKEAG.
 QG1405'
 QG1405'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ROUTE 2 AND
 QG1405'STATE ROUTE 6, GO EAST ON STATE ROUTE 6 5.4 MILES TO A
 QG1405'CROSSROADS.  TURN LEFT AND GO NORTHERLY ON A GRAVEL ROAD 1.0
 QG1405'MILES TO A BRIDGE AND GATE (A KEY IS NEEDED) AT TOBIN
 QG1405'BROOK.  CONTINUE ON THE GRAVEL ROAD 1.6 MILES TO A SIDE ROAD
 QG1405'LEFT AND CONTINUE 0.05 MILES TO A Y-INTERSECTION.  BEAR LEFT
 QG1405'AND GO ALONG A TRACK ROAD 0.1 MILES TO A Y-INTERSECTION AND END
 QG1405'OF TWO WHEEL DRIVE TRUCK TRAVEL.  BEAR RIGHT AND GO 0.2 MILES
 QG1405'TO A Y-INTERSECTION, BEAR LEFT AND GO 0.2 MILES TO A
 QG1405'Y-INTERSECTION, BEAR LEFT AND GO 0.2 MILES TO A
 QG1405'Y-INTERSECTION, BEAR LEFT AND GO 0.2 MILES TO A
 QG1405'Y-INTERSECTION, BEAR RIGHT AND GO 0.2 MILES TO THE SUMMIT AND
 QG1405'STATION UNDER THE LOOKOUT TOWER.
 QG1405'
 QG1405'THE STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY DISK
 QG1405'STAMPED ROLLINS ET 5 EAK 1958 THAT IS CEMENTED IN A DRILL HOLE
 QG1405'IN OUTCROPPING BEDROCK.  IT IS 5 INCHES BELOW THE SURFACE OF THE
 QG1405'GROUND, AT THE SOUTHEAST CORNER OF THE STAIRWAY CONCRETE BASE,
 QG1405'12.5 FEET NORTHEAST OF THE SOUTHWEST CONCRETE BASE (OF FOUR),
 QG1405'12.6 FEET SOUTHEAST OF THE NORTHWEST CONCRETE BASE, 18.0 FEET
 QG1405'NORTHEAST OF A METAL WITNESS POST, AND 55.0 FEET NORTHEAST OF
 QG1405'THE TRACK ROAD.
 QG1405'
 QG1405'REFERENCE MARK 1 IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 QG1405'OUTCROPPING BEDROCK STAMPED ROLLINS RM 1 1975 AND PROJECTING 3
 QG1405'INCHES.  IT IS 17.9 FEET SOUTH-SOUTHEAST OF THE NORTHEAST
 QG1405'CONCRETE BASE, 23.7 FEET NORTHEAST OF THE NORTHWEST CONCRETE BASE
 QG1405'AND 39.0 FEET NORTHEAST OF A METAL WITNESS POST.
 QG1405'
 QG1405'REFERENCE MARK 2 IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 QG1405'OUTCROPPING BEDROCK FLUSH WITH THE GROUND AND STAMPED ROLLINS
 QG1405'RM 2 1975.  IT IS 7.1 FEET SOUTH OF THE SOUTHEAST CONCRETE
 QG1405'BASE, 17.7 FEET WEST OF THE SOUTHWEST CONCRETE BASE, AND 29.3
 QG1405'FEET WEST OF A METAL WITNESS POST.
 QG1405'
 QG1405'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF AN 18
 QG1405'INCH BY 18 INCH BY 24 INCH CONCRETE BLOCK PROJECTING 18 INCHES
 QG1405'AND STAMPED ROLLINS AZ 1975.  IT IS 1.9 FEET SOUTHEAST OF A METAL
 QG1405'WITNESS POST AND 13.0 FEET WEST OF THE CENTERLINE OF A TRACK
 QG1405'ROAD.
 QG1405'
 QG1405'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHWEST ALONG
 QG1405'THE TRACK ROAD 0.05 MILES TO THE AZIMUTH MARK ON THE LEFT.
 QG1405'
 QG1405'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1099 ***********************************************************************
 PD1099  DESIGNATION -  ROQUE RESET
 PD1099  PID         -  PD1099
 PD1099  STATE/COUNTY-  ME/WASHINGTON
 PD1099  USGS QUAD   -  JONESPORT (1977)
 PD1099
 PD1099                         *CURRENT SURVEY CONTROL
 PD1099  ___________________________________________________________________
 PD1099* NAD 83(1996)-  44 35 11.91613(N)    067 30 44.09779(W)     ADJUSTED  
 PD1099* NAVD 88     -        61.     (meters)     200.     (feet)  SCALED    
 PD1099  ___________________________________________________________________
 PD1099  LAPLACE CORR-           4.67  (seconds)                    DEFLEC99
 PD1099  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 PD1099
 PD1099  HORZ ORDER  -  SECOND
 PD1099
 PD1099.The horizontal coordinates were established by classical geodetic methods
 PD1099.and adjusted by the National Geodetic Survey in March 1998..
 PD1099
 PD1099.The orthometric height was scaled from a topographic map.
 PD1099
 PD1099.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1099
 PD1099.The geoid height was determined by GEOID03.
 PD1099
 PD1099;                    North         East     Units Scale Factor Converg.
 PD1099;SPC ME E     -   102,687.335   378,431.164   MT  0.99997562   +0 41 36.3
 PD1099;UTM  19      - 4,938,109.846   618,097.745   MT  0.99977151   +1 02 40.2
 PD1099
 PD1099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD1099!SPC ME E     -   0.99999407  x   0.99997562  =   0.99996969
 PD1099!UTM  19      -   0.99999407  x   0.99977151  =   0.99976558
 PD1099
 PD1099|---------------------------------------------------------------------|
 PD1099| PID    Reference Object                     Distance      Geod. Az  |
 PD1099|                                                           dddmmss.s |
 PD1099| CE8674 ROQUE RM 1                            9.686 METERS 18259     |
 PD1099| PD1098 MOOSE A BEC RESET                   APPROX. 9.4 KM 1842525.6 |
 PD1099| CE8675 ROQUE RM 2                            8.652 METERS 27306     |
 PD1099|---------------------------------------------------------------------|
 PD1099
 PD1099                          SUPERSEDED SURVEY CONTROL
 PD1099
 PD1099  NAD 83(1992)-  44 35 11.91196(N)    067 30 44.09614(W) AD(       ) 2
 PD1099  NAD 83(1986)-  44 35 11.90789(N)    067 30 44.09889(W) AD(       ) 2
 PD1099  NAD 27      -  44 35 11.62700(N)    067 30 46.13600(W) AD(       ) 2
 PD1099
 PD1099.Superseded values are not recommended for survey control.
 PD1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1099.See file dsdata.txt to determine how the superseded data were derived.
 PD1099
 PD1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK1809838110(NAD 83)
 PD1099
 PD1099  HISTORY     - Date     Condition        Report By
 PD1099  HISTORY     - 1934     MONUMENTED       CGS
 PD1099  HISTORY     - 1913     SEE DESCRIPTION  CGS
 PD1099  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PD1099  HISTORY     - 1960     SEE DESCRIPTION  CGS
 PD1099
 PD1099                          STATION DESCRIPTION
 PD1099
 PD1099'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 PD1099'THE STATION IS ON THE HIGHEST POINT OF THE NE SECTION OF ROQUE
 PD1099'ISLAND, ENGLISHMAN BAY, ABOUT 3/4 MILE S OF GREAT HEAD AND JUST E
 PD1099'OF THE MIDDLE OF THE NARROW NECK CONNECTING THE TWO SECTIONS OF THE
 PD1099'ISLAND.  THE STATION IS ON THE MOST NORTHERN AND WESTERN OF
 PD1099'SEVERAL ROCKY LEDGES AT THE SUMMIT.  TOWARD THE S AND E SEVERAL
 PD1099'KNOBS APPEAR TO BE HIGHER, BUT ARE REALLY LOWER, THE TIMBER
 PD1099'AND BRUSH INTERFERING WITH A DIRECT COMPARISON.  THE SHORE OF
 PD1099'ROQUE HARBOR IS ABOUT 1/8 MILE S OF THE STATION.  THE STATION
 PD1099'MARK IS A DRILL HOLE SURROUNDED BY A TRIANGLE CUT IN THE ROCK
 PD1099'AND COVERED BY A CAIRN.
 PD1099
 PD1099                          STATION RECOVERY (1934)
 PD1099
 PD1099'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PD1099'THIS STATION IS ON THE HIGHEST POINT ON ROQUE ISLAND, ABOUT 3/4
 PD1099'MILE S OF GREAT HEAD, AND JUST E OF THE MIDDLE OF THE NARROW
 PD1099'NECK CONNECTING THE TWO SECTIONS OF THE ISLAND.  THE STATION IS
 PD1099'ON THE MOST NORTHERN AND WESTERN PART OF SEVERAL ROCKY LEDGES
 PD1099'WHICH MAKE UP THE SUMMIT.  SEVERAL KNOBS TO THE S AND E APPEAR
 PD1099'TO BE HIGHER, BUT ARE REALLY LOWER, THE TIMBER AND BRUSH
 PD1099'INTERFERING WITH A DIRECT COMPARISON.
 PD1099'
 PD1099'STATION WAS RE-MARKED AND TWO REFERENCE MARKS ESTABLISHED.  ALL
 PD1099'MARKS ARE STANDARD DISKS WEDGED IN DRILL HOLES IN OUTCROPPING
 PD1099'BEDROCK.
 PD1099'
 PD1099'REFERENCE MARK NO. 1 IS S OF THE STATION AND REFERENCE MARK
 PD1099'NO. 2 IS W OF THE STATION, BOTH ON BARE LEDGE.
 PD1099'
 PD1099'TO REACH THE STATION FROM ROQUE HARBOR ON THE SE SIDE OF THE
 PD1099'ISLAND, FOLLOW THE OLD ROAD ALONG TOP OF HIGH BANK TO A
 PD1099'FORK.  TURN LEFT HERE, GO ABOUT 200 YARDS, THEN TURN RIGHT ALONG
 PD1099'DIM TRAIL UP THROUGH RAVINE IN CLIFFS.  TURN RIGHT OFF THIS TRAIL
 PD1099'ABOUT 3/4 OF THE WAY UP, AT TRIANGULARLY BLAZED TREE, ONTO
 PD1099'ANOTHER FAINT TRAIL.  THIS LEADS TO THE STATION.
 PD1099'
 PD1099'A 30-FOOT SIGNAL WAS BUILT IN 1934.
 PD1099
 PD1099                          STATION RECOVERY (1960)
 PD1099
 PD1099'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (DGR)
 PD1099'1934 DESCRIPTION IS ADEQUATE ALTHOUGH IT IS FELT THAT THE
 PD1099'FOLLOWING SHOULD BE ADDED--STATION IS ON TOP OF HIGHEST POINT
 PD1099'OF ISLAND COMMONLY KNOWN TO THE RESIDENTS AS EAGLES NEST.  TRIANGLE
 PD1099'WAS REBLAZED IN TREE MENTIONED IN DESCRIPTION.  STATION WAS
 PD1099'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2595 ***********************************************************************
 PE2595  DESIGNATION -  ROSEN
 PE2595  PID         -  PE2595
 PE2595  STATE/COUNTY-  ME/HANCOCK
 PE2595  USGS QUAD   -  BUCKSPORT (1982)
 PE2595
 PE2595                         *CURRENT SURVEY CONTROL
 PE2595  ___________________________________________________________________
 PE2595* NAD 83(1996)-  44 34 16.73654(N)    068 47 41.68274(W)     ADJUSTED  
 PE2595* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 PE2595  ___________________________________________________________________
 PE2595  LAPLACE CORR-           3.06  (seconds)                    DEFLEC99
 PE2595  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 PE2595
 PE2595  HORZ ORDER  -  THIRD
 PE2595
 PE2595.The horizontal coordinates were established by classical geodetic methods
 PE2595.and adjusted by the National Geodetic Survey in March 1998..
 PE2595.No horizontal observational check was made to the station.
 PE2595
 PE2595.The orthometric height was scaled from a topographic map.
 PE2595
 PE2595.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2595
 PE2595.The geoid height was determined by GEOID03.
 PE2595
 PE2595;                    North         East     Units Scale Factor Converg.
 PE2595;SPC ME E     -   100,551.940   276,576.737   MT  0.99990674   -0 12 25.1
 PE2595;UTM  19      - 4,935,351.257   516,284.158   MT  0.99960326   +0 08 38.1
 PE2595
 PE2595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2595!SPC ME E     -   1.00000353  x   0.99990674  =   0.99991027
 PE2595!UTM  19      -   1.00000353  x   0.99960326  =   0.99960679
 PE2595
 PE2595                          SUPERSEDED SURVEY CONTROL
 PE2595
 PE2595  NAD 83(1992)-  44 34 16.73488(N)    068 47 41.66800(W) AD(       ) 3
 PE2595  NAD 83(1986)-  44 34 16.73432(N)    068 47 41.66974(W) AD(       ) 3
 PE2595
 PE2595.Superseded values are not recommended for survey control.
 PE2595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2595.See file dsdata.txt to determine how the superseded data were derived.
 PE2595
 PE2595_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1628435351(NAD 83)
 PE2595_MARKER: I = METAL ROD
 PE2595_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 PE2595_SP_SET: OBJECT DRIVEN INTO GROUND
 PE2595_MAGNETIC: I = MARKER IS A STEEL ROD
 PE2595_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE2595
 PE2595  HISTORY     - Date     Condition        Report By
 PE2595  HISTORY     - 1983     MONUMENTED       NOS
 PE2595
 PE2595                          STATION DESCRIPTION
 PE2595
 PE2595'DESCRIBED BY NATIONAL OCEAN SERVICE 1983 (RST)
 PE2595'THE STATION IS LOCATED ON THE SOUTH SIDE OF THE TOWN OF BUCKSPORT
 PE2595'AT THE WATERS EDGE AND BEHIND THE BUCKSPORT HARDWARE STORE IN A
 PE2595'GRASSY SECTION OF THE BANK.
 PE2595'
 PE2595'THE STATION IS A 1.5 INCH STAINLESS STEEL WASHER WITH NUT STAMPED
 PE2595'---ROSEN 1982---, SET FLUSH WITH THE GROUND IN ROCK.
 PE2595'IT IS LOCATED
 PE2595'14.6 METERS (47.9 FT) SOUTHWEST FROM THE NORTHEAST CORNER OF A
 PE2595'BULKHEAD.
 PE2595'20.7 METERS (67.9 FT) SOUTH FROM THE SOUTH RAIL OF A RAILROAD
 PE2595'TRACK.
 PE2595'22.2 METERS (72.8 FT) SOUTH FROM THE NORTHWEST CORNER OF THE
 PE2595'BULKHEAD, AND 0.91 METERS (3.0 FT) NORTH FROM THE
 PE2595'SOUTH EDGE OF THE BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0791 ***********************************************************************
 RF0791  DESIGNATION -  ROSS
 RF0791  PID         -  RF0791
 RF0791  STATE/COUNTY-  ME/SOMERSET
 RF0791  USGS QUAD   -  BEAVER POND SE (1986)
 RF0791
 RF0791                         *CURRENT SURVEY CONTROL
 RF0791  ___________________________________________________________________
 RF0791* NAD 83(1996)-  46 32 49.22640(N)    069 45 52.13510(W)     ADJUSTED  
 RF0791* NAVD 88     -       531.0    (meters)    1742.     (feet)  VERTCON   
 RF0791  ___________________________________________________________________
 RF0791  LAPLACE CORR-           6.27  (seconds)                    DEFLEC99
 RF0791  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 RF0791
 RF0791  HORZ ORDER  -  FIRST
 RF0791
 RF0791.The horizontal coordinates were established by classical geodetic methods
 RF0791.and adjusted by the National Geodetic Survey in March 1998..
 RF0791
 RF0791.The NAVD 88 height was computed by applying the VERTCON shift value to
 RF0791.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RF0791
 RF0791.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0791
 RF0791.The geoid height was determined by GEOID03.
 RF0791
 RF0791;                    North         East     Units Scale Factor Converg.
 RF0791;SPC ME W     -   412,749.569   930,845.082   MT  0.99997836   +0 17 31.1
 RF0791;SPC ME E     -   320,848.234   203,028.880   MT  1.00001555   -0 55 04.8
 RF0791;UTM  19      - 5,155,110.533   441,390.520   MT  0.99964222   -0 33 17.9
 RF0791
 RF0791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0791!SPC ME W     -   0.99992083  x   0.99997836  =   0.99989919
 RF0791!SPC ME E     -   0.99992083  x   1.00001555  =   0.99993638
 RF0791!UTM  19      -   0.99992083  x   0.99964222  =   0.99956308
 RF0791
 RF0791|---------------------------------------------------------------------|
 RF0791| PID    Reference Object                     Distance      Geod. Az  |
 RF0791|                                                           dddmmss.s |
 RF0791| DA6127 ROSS RM 1                             7.029 METERS 02329     |
 RF0791| DA6128 ROSS RM 2                            13.858 METERS 08024     |
 RF0791| RF0753 PRIESTLY                            APPROX.27.5 KM 0893256.6 |
 RF0791|---------------------------------------------------------------------|
 RF0791
 RF0791                          SUPERSEDED SURVEY CONTROL
 RF0791
 RF0791  NAD 83(1992)-  46 32 49.22530(N)    069 45 52.11750(W) AD(       ) 1
 RF0791  NAD 83(1986)-  46 32 49.23553(N)    069 45 52.12888(W) AD(       ) 1
 RF0791  NAD 27      -  46 32 49.12700(N)    069 45 53.89800(W) AD(       ) 1
 RF0791  NGVD 29 (07/19/86)  531.2    (m)         1743.     (f) VERT ANG       
 RF0791
 RF0791.Superseded values are not recommended for survey control.
 RF0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0791.See file dsdata.txt to determine how the superseded data were derived.
 RF0791
 RF0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM4139155111(NAD 83)
 RF0791_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RF0791_SETTING: 80 = SET IN A BOULDER
 RF0791_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 RF0791
 RF0791  HISTORY     - Date     Condition        Report By
 RF0791  HISTORY     - 1955     MONUMENTED       CGS
 RF0791  HISTORY     - 1960     SEE DESCRIPTION  USGS
 RF0791
 RF0791                          STATION DESCRIPTION
 RF0791
 RF0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 RF0791'THE STATION IS LOCATED ON THE HIGHEST POINT OF A HEAVILY TIMBERED
 RF0791'RIDGE.  IT IS ABOUT 12 MILES AIRLINE WEST-SOUTHWEST OF CLAYTON
 RF0791'LAKE, ABOUT 12 MILES AIRLINE EAST-SOUTHEAST OF DAAQUAM, ABOUT 2
 RF0791'MILES AIRLINE SOUTH OF THE SOMERSET-AROOSTOOK COUNTY LINE, AND
 RF0791'ABOUT 2 MILES AIRLINE WEST OF THE SOMERSET-PISCATAQUIS COUNTY
 RF0791'LINE.
 RF0791'
 RF0791'TO REACH FROM THE HOTEL DAAQUAM IN DAAQUAM, GO NORTH ON MAIN ROAD
 RF0791'ALONG WEST SIDE OF RAILROAD TRACK FOR 0.35 MILE TO A
 RF0791'T-INTERSECTION.  TURN RIGHT ACROSS RAILROAD TRACK.  THEN TURN LEFT
 RF0791'AND GO NORTH FOR 1.4 MILES TO A T-ROAD RIGHT.  TURN RIGHT
 RF0791'AND GO EAST FOR 1.0 MILE TO THE CANADIAN CUSTOMS HOUSE ON THE
 RF0791'RIGHT.  CONTINUE EAST FOR 10.9 MILES TO A LUMBER CAMP AND A
 RF0791'LARGE STEEL BRIDGE ACROSS THE ST. JOHN RIVER.  CROSS BRIDGE AND
 RF0791'GO EASTERLY FOR 0.1 MILE TO A T-ROAD RIGHT.  TURN RIGHT AND
 RF0791'GO SOUTH ON LOGGING ROAD FOR 0.35 MILE TO THE SOMERSET-PISCATAQUIS
 RF0791'COUNTY LINE WHICH IS MARKED BY A LINE OF RED-PAINTED BLAZES.
 RF0791'FROM HERE PACK EAST ALONG BLAZED COUNTY LINE THROUGH BRUSH AND
 RF0791'HEAVY TIMBER FOR ABOUT 2 MILES TO A TRIANGULAR BLAZED SPRUCE AND
 RF0791'AN OLD LOGGING ROAD CROSSING THE COUNTY LINE.  TURN RIGHT
 RF0791'AND FOLLOW OLD LOGGING ROAD SOUTH AND SOUTHEAST FOR ABOUT 2
 RF0791'MILES TO A SMALL GRASSY CLEARING AND AN OLD LOGGING ROAD
 RF0791'LEADING WEST, JUST BEFORE REACHING AN OLD CABIN.  TURN RIGHT AND
 RF0791'GO WEST AND SOUTHWEST ON OLD LOGGING ROAD FOR ABOUT 1/2 MILE
 RF0791'TO SOME SMALL BLAZED TREES IN THE TRAIL AND A TRIANGULAR BLAZED
 RF0791'SPRUCE ON THE LEFT.  TURN LEFT AND FOLLOW WELL BLAZED ROUTE
 RF0791'SOUTHERLY THROUGH HEAVY TIMBER FOR ABOUT 1/2 MILE TO HIGHEST
 RF0791'POINT OF HILL AND THE STATION.
 RF0791'
 RF0791'THE STATION MARK IS A STANDARD DISK STAMPED ROSS 1955, CEMENTED
 RF0791'IN A DRILL HOLE IN A 2-FOOT BOULDER THAT PROJECTS 4 INCHES.
 RF0791'
 RF0791'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED ROSS NO 1
 RF0791'1955, CEMENTED IN A DRILL HOLE IN A 1 X 2-FOOT BOULDER THAT
 RF0791'PROJECTS 2 INCHES.  IT IS ABOUT 2 FEET LOWER THAN THE STATION.
 RF0791'
 RF0791'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED ROSS NO 2
 RF0791'1955, CEMENTED IN A DRILL HOLE IN A 2-FOOT BOULDER THAT PROJECTS 3
 RF0791'INCHES.  IT IS ABOUT 3 FEET LOWER THAN THE STATION.
 RF0791
 RF0791                          STATION RECOVERY (1960)
 RF0791
 RF0791'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 RF0791'THE BOULDER IN WHICH THE STATION MARK WAS SET IN, NO LONGER IS
 RF0791'THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0594 ***********************************************************************
 OB0594  DESIGNATION -  ROSS HOUSE CHIMNEY
 OB0594  PID         -  OB0594
 OB0594  STATE/COUNTY-  ME/CUMBERLAND
 OB0594  USGS QUAD   -  BRUNSWICK (1980)
 OB0594
 OB0594                         *CURRENT SURVEY CONTROL
 OB0594  ___________________________________________________________________
 OB0594* NAD 83(1996)-  43 52 37.75520(N)    069 59 20.40348(W)     ADJUSTED  
 OB0594* NAVD 88     -                                                        
 OB0594  ___________________________________________________________________
 OB0594  LAPLACE CORR-           3.02  (seconds)                    DEFLEC99
 OB0594  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 OB0594
 OB0594  HORZ ORDER  -  THIRD
 OB0594
 OB0594.The horizontal coordinates were established by classical geodetic methods
 OB0594.and adjusted by the National Geodetic Survey in March 1998..
 OB0594
 OB0594
 OB0594.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0594
 OB0594.The geoid height was determined by GEOID03.
 OB0594
 OB0594;                    North         East     Units Scale Factor Converg.
 OB0594;SPC ME W     -   115,979.627   914,278.783   MT  0.99996917   +0 07 23.3
 OB0594;UTM  19      - 4,858,704.110   420,544.145   MT  0.99967765   -0 41 07.9
 OB0594
 OB0594                          SUPERSEDED SURVEY CONTROL
 OB0594
 OB0594  NAD 83(1992)-  43 52 37.75365(N)    069 59 20.40292(W) AD(       ) 4
 OB0594  NAD 83(1986)-  43 52 37.75938(N)    069 59 20.40807(W) AD(       ) 4
 OB0594  NAD 27      -  43 52 37.46000(N)    069 59 22.24000(W) AD(       ) 3
 OB0594
 OB0594.Superseded values are not recommended for survey control.
 OB0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0594.See file dsdata.txt to determine how the superseded data were derived.
 OB0594
 OB0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ2054458704(NAD 83)
 OB0594
 OB0594  HISTORY     - Date     Condition        Report By
 OB0594  HISTORY     - 1854     MONUMENTED       CGS
 OB0594  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0594
 OB0594                          STATION DESCRIPTION
 OB0594
 OB0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1854 (COB)
 OB0594'STATION IS ON THE NW SIDE OF THE ROAD FROM BRUNSWICK TO MEQUOITS
 OB0594'BAY AND ABOUT 1/2 MILE FROM THE HEAD OF THE BAY.  THE HOUSE IS
 OB0594'ONE STORY, UNPAINTED, WITH CHIMNEY IN THE CENTER, AND FACES THE
 OB0594'SE, WITH SHED ON THE N SIDE.
 OB0594
 OB0594                          STATION RECOVERY (1942)
 OB0594
 OB0594'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OB0594'NO ORIGINAL DESCRIPTION FURNISHED.  STATION IS ABOUT 0.7 MILE
 OB0594'N OF WHARTON POINT, NEAR THE HEAD OF MAQUOIT BAY, AND ON THE
 OB0594'E SIDE OF THE ROAD LEADING DOWN TO THE POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1067 ***********************************************************************
 QF1067  DESIGNATION -  ROSS IBC 1918
 QF1067  PID         -  QF1067
 QF1067  STATE/COUNTY-  ME/WASHINGTON
 QF1067  USGS QUAD   -  KELLEYLAND (1988)
 QF1067
 QF1067                         *CURRENT SURVEY CONTROL
 QF1067  ___________________________________________________________________
 QF1067* NAD 83(1996)-  45 17 33.33526(N)    067 29 37.70042(W)     ADJUSTED  
 QF1067* NAVD 88     -        81.     (meters)     266.     (feet)  SCALED    
 QF1067  ___________________________________________________________________
 QF1067  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 QF1067  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 QF1067
 QF1067  HORZ ORDER  -  THIRD
 QF1067
 QF1067.The horizontal coordinates were established by classical geodetic methods
 QF1067.and adjusted by the National Geodetic Survey in March 1998..
 QF1067
 QF1067.The orthometric height was scaled from a topographic map.
 QF1067
 QF1067.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1067
 QF1067.The geoid height was determined by GEOID03.
 QF1067
 QF1067;                    North         East     Units Scale Factor Converg.
 QF1067;SPC ME E     -   181,150.044   378,922.489   MT  0.99997656   +0 42 54.5
 QF1067;UTM  19      - 5,016,558.040   618,105.291   MT  0.99977151   +1 04 14.1
 QF1067
 QF1067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1067!SPC ME E     -   0.99999104  x   0.99997656  =   0.99996760
 QF1067!UTM  19      -   0.99999104  x   0.99977151  =   0.99976255
 QF1067
 QF1067:                Primary Azimuth Mark                     Grid Az
 QF1067:SPC ME E     -  OAK 1887                                 072 02 41.4
 QF1067:UTM  19      -  OAK 1887                                 071 41 21.8
 QF1067
 QF1067|---------------------------------------------------------------------|
 QF1067| PID    Reference Object                     Distance      Geod. Az  |
 QF1067|                                                           dddmmss.s |
 QF1067| QF1066 OAK 1887                            APPROX.13.7 KM 0724535.9 |
 QF1067|---------------------------------------------------------------------|
 QF1067
 QF1067                          SUPERSEDED SURVEY CONTROL
 QF1067
 QF1067  NAD 83(1992)-  45 17 33.33152(N)    067 29 37.69885(W) AD(       ) 3
 QF1067  NAD 83(1986)-  45 17 33.33460(N)    067 29 37.70602(W) AD(       ) 3
 QF1067  NAD 27      -  45 17 33.07500(N)    067 29 39.72000(W) AD(       ) 3
 QF1067
 QF1067.Superseded values are not recommended for survey control.
 QF1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1067.See file dsdata.txt to determine how the superseded data were derived.
 QF1067
 QF1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL1810516558(NAD 83)
 QF1067
 QF1067  HISTORY     - Date     Condition        Report By
 QF1067  HISTORY     - 1918     MONUMENTED       CGS
 QF1067
 QF1067                          STATION DESCRIPTION
 QF1067
 QF1067'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (NWS)
 QF1067'STATION IS ON THE PENINSULA MADE BY THE BACKWATER FROM THE GRAND
 QF1067'FALLS DAM AND NEARLY A MILE ABOVE THE DAM.  IT IS ABOUT 1/2 MILE
 QF1067'ABOVE THE POINT OF THE PENINSULA, ON THE HIGHEST POINT OF THE HILL.
 QF1067'
 QF1067'STATION MARK IS A BRONZE DISK MARKED U.S. AND C.B. SURVEY SET
 QF1067'IN A DRILL HOLE IN A ROCK AND BURIED 8 INCHES UNDER THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0526 ***********************************************************************
 OB0526  DESIGNATION -  ROTUNDA HILL RESET
 OB0526  PID         -  OB0526
 OB0526  STATE/COUNTY-  ME/SAGADAHOC
 OB0526  USGS QUAD   -  PHIPPSBURG (1957)
 OB0526
 OB0526                         *CURRENT SURVEY CONTROL
 OB0526  ___________________________________________________________________
 OB0526* NAD 83(1996)-  43 48 04.83101(N)    069 46 47.39854(W)     ADJUSTED  
 OB0526* NAVD 88     -        52.     (meters)     171.     (feet)  SCALED    
 OB0526  ___________________________________________________________________
 OB0526  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 OB0526  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 OB0526
 OB0526  HORZ ORDER  -  THIRD
 OB0526
 OB0526.The horizontal coordinates were established by classical geodetic methods
 OB0526.and adjusted by the National Geodetic Survey in March 1998..
 OB0526
 OB0526.The orthometric height was scaled from a topographic map.
 OB0526
 OB0526.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0526
 OB0526.The geoid height was determined by GEOID03.
 OB0526
 OB0526;                    North         East     Units Scale Factor Converg.
 OB0526;SPC ME W     -   107,613.865   931,128.770   MT  0.99997858   +0 16 03.9
 OB0526;UTM  19      - 4,850,104.208   437,269.268   MT  0.99964840   -0 32 23.2
 OB0526
 OB0526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0526!SPC ME W     -   0.99999591  x   0.99997858  =   0.99997449
 OB0526!UTM  19      -   0.99999591  x   0.99964840  =   0.99964431
 OB0526
 OB0526|---------------------------------------------------------------------|
 OB0526| PID    Reference Object                     Distance      Geod. Az  |
 OB0526|                                                           dddmmss.s |
 OB0526| CE8423 ROTUNDA HILL RM 1                     3.668 METERS 17809     |
 OB0526| OB0541 COXES HEAD FLAGPOLE                 APPROX. 3.9 KM 1905904.7 |
 OB0526| CE8424 ROTUNDA HILL RM 2                     8.105 METERS 30618     |
 OB0526| OB0548 PHIPPSBURG SPIRE                    APPROX. 3.1 KM 3093932.0 |
 OB0526| OB0546 SQUIRREL POINT LIGHT                APPROX. 2.5 KM 3125501.7 |
 OB0526| OB0557 BOWKERS HOUSE                       APPROX. 4.6 KM 3160008.6 |
 OB0526| OB0556 CUTTINGS DRUMMOND BARN W END        APPROX. 5.1 KM 3252811.2 |
 OB0526| OB0547 LEES IS CUSHINGS HSE CEN CHIM       APPROX. 3.7 KM 3260021.5 |
 OB0526|---------------------------------------------------------------------|
 OB0526
 OB0526                          SUPERSEDED SURVEY CONTROL
 OB0526
 OB0526  NAD 83(1992)-  43 48 04.82897(N)    069 46 47.39661(W) AD(       ) 3
 OB0526  NAD 83(1986)-  43 48 04.83457(N)    069 46 47.40215(W) AD(       ) 3
 OB0526  NAD 27      -  43 48 04.54100(N)    069 46 49.23400(W) AD(       ) 3
 OB0526
 OB0526.Superseded values are not recommended for survey control.
 OB0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0526.See file dsdata.txt to determine how the superseded data were derived.
 OB0526
 OB0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3726950104(NAD 83)
 OB0526
 OB0526  HISTORY     - Date     Condition        Report By
 OB0526  HISTORY     - 1934     MONUMENTED       CGS
 OB0526  HISTORY     - 1904     SEE DESCRIPTION  CGS
 OB0526  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0526  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0526  HISTORY     - 20020912 MARK NOT FOUND   USPSQD
 OB0526
 OB0526                          STATION DESCRIPTION
 OB0526
 OB0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1904
 OB0526'ON THE TOP OF A HIGH ROCKY LEDGE ON THE E SIDE OF THE KENNEBEC
 OB0526'RIVER NEAR THE JUNCTION OF BACK RIVER.  TO THE EASTWARD OF THE
 OB0526'STATION, WHICH IS ON THE HIGHEST BARE PART OF THE RIDGE, THE HILL
 OB0526'IS WOODED AND MUCH HIGH.  THE HILL IS NOW KNOWN AS BEALLS
 OB0526'MOUNTAIN, AND BELONGS TO MR. HINKLEY.  THE STATION WHICH IS
 OB0526'MARKED BY A HOLE DRILLED ON THE LEDGE CAN BEST BE REACHED FROM
 OB0526'HINKLEYS WHARF, AT THE MOUTH OF BACK RIVER, BY GOING UP THE
 OB0526'HILL ABOUT 1/4 MILE OR UNTIL THE HEADLANDS ARE IN LINE.
 OB0526
 OB0526                          STATION RECOVERY (1934)
 OB0526
 OB0526'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0526'THE ORIGINAL STATION MARKED BY A DRILL HOLE WAS RECOVERED AND A
 OB0526'STANDARD COPPER DISK WAS SET.  STATION IS ON THE E SIDE OF THE
 OB0526'KENNEBEC RIVER ON A HIGH LEDGE ABOUT 300 METERS FROM THE RIVER
 OB0526'AND OVERLOOKING IT.  3-1/2 MILES N OF OLD FORT POPHAM AND 1-1/2
 OB0526'MILES SE OF SQUIRREL POINT LIGHT, AT AN ELEVATION OF ABOUT 120
 OB0526'FEET ABOVE THE RIVER.  THE LEDGE RUNS N AND S AND IS ABOUT 45
 OB0526'METERS LONG AND 2 METERS WIDE.  THE STATION IS 10 METERS FROM
 OB0526'THE N END AND ON THE HIGHEST POINT.
 OB0526'
 OB0526'STATION IS 1/4 MILE S OF THE SETTLEMENT OF WEST GEORGETOWN, WHICH
 OB0526'IS AT THE JUNCTION OF BACK RIVER WITH THE KENNEBEC RIVER.  THERE
 OB0526'IS A DOCK AT WEST GEORGETOWN AND A ROAD LEADS IN TO THE MAINLAND
 OB0526'FROM THE DOCK.  A PATH FROM THE ROAD, ABOUT 1/4 MILE E OF THE
 OB0526'DOCK, LEADS TO THE STATION.  BOTH REFERENCE MARKS ARE IN THE
 OB0526'SAME LEDGE AS THE STATION, BUT NO. 2 IS ABOUT 1/2 METER LOWER,
 OB0526'WHILE NO. 1 IS AT THE SAME ELEVATION.
 OB0526
 OB0526                          STATION RECOVERY (1942)
 OB0526
 OB0526'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OB0526'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED.
 OB0526'
 OB0526'THE FOLLOWING ADDITIONS AND DISCREPANCIES WERE NOTED--
 OB0526'
 OB0526'REFERENCE MARK 2 IS NOT IN THE SAME LEDGE AS REFERENCE MARK 1,
 OB0526'AND IS TO THE W OF THE STATION.  THE BEST WAY TO FIND STATION IS
 OB0526'TO FOLLOW UP THE TELEPHONE LINE CLEARING, WHICH IS ABOUT 0.3 MILE
 OB0526'E OF THE DOCK, TO THE HIGHEST PART OF THE RIDGE OVERLOOKING THE
 OB0526'RIVER.
 OB0526
 OB0526                          STATION RECOVERY (2002)
 OB0526
 OB0526'RECOVERY NOTE BY US POWER SQUADRON 2002 (RHS)
 OB0526'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1847 ***********************************************************************
 PE1847  DESIGNATION -  ROUND 1944
 PE1847  PID         -  PE1847
 PE1847  STATE/COUNTY-  ME/HANCOCK
 PE1847  USGS QUAD   -  SWANS ISLAND (1983)
 PE1847
 PE1847                         *CURRENT SURVEY CONTROL
 PE1847  ___________________________________________________________________
 PE1847* NAD 83(1996)-  44 11 05.55766(N)    068 26 57.21378(W)     ADJUSTED  
 PE1847* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 PE1847  ___________________________________________________________________
 PE1847  LAPLACE CORR-           4.72  (seconds)                    DEFLEC99
 PE1847  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 PE1847
 PE1847  HORZ ORDER  -  THIRD
 PE1847
 PE1847.The horizontal coordinates were established by classical geodetic methods
 PE1847.and adjusted by the National Geodetic Survey in March 1998..
 PE1847
 PE1847.The orthometric height was scaled from a topographic map.
 PE1847
 PE1847.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1847
 PE1847.The geoid height was determined by GEOID03.
 PE1847
 PE1847;                    North         East     Units Scale Factor Converg.
 PE1847;SPC ME E     -    57,574.271   304,059.313   MT  0.99990020   +0 02 07.4
 PE1847;UTM  19      - 4,892,554.538   544,020.483   MT  0.99962383   +0 23 02.0
 PE1847
 PE1847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1847!SPC ME E     -   1.00000261  x   0.99990020  =   0.99990281
 PE1847!UTM  19      -   1.00000261  x   0.99962383  =   0.99962644
 PE1847
 PE1847:                Primary Azimuth Mark                     Grid Az
 PE1847:SPC ME E     -  SHIP AND BARGE BEACON                    017 37 18.8
 PE1847:UTM  19      -  SHIP AND BARGE BEACON                    017 16 24.2
 PE1847
 PE1847|---------------------------------------------------------------------|
 PE1847| PID    Reference Object                     Distance      Geod. Az  |
 PE1847|                                                           dddmmss.s |
 PE1847| PE1849 SHIP AND BARGE BEACON               APPROX. 4.8 KM 0173926.2 |
 PE1847| PE1835 BASS HARBOR HEAD LIGHTHOUSE         APPROX. 9.9 KM 0651356.6 |
 PE1847| PE1857 SWAN ISLAND CHURCH SPIRE            APPROX. 3.2 KM 1161806.9 |
 PE1847| PE1920 BAR ISLAND 2                        APPROX. 7.9 KM 3552010.9 |
 PE1847|---------------------------------------------------------------------|
 PE1847
 PE1847                          SUPERSEDED SURVEY CONTROL
 PE1847
 PE1847  NAD 83(1992)-  44 11 05.56642(N)    068 26 57.20052(W) AD(       ) 3
 PE1847  NAD 83(1986)-  44 11 05.56750(N)    068 26 57.20565(W) AD(       ) 3
 PE1847  NAD 27      -  44 11 05.26200(N)    068 26 59.12800(W) AD(       ) 3
 PE1847
 PE1847.Superseded values are not recommended for survey control.
 PE1847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1847.See file dsdata.txt to determine how the superseded data were derived.
 PE1847
 PE1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ4402092555(NAD 83)
 PE1847
 PE1847  HISTORY     - Date     Condition        Report By
 PE1847  HISTORY     - 1944     MONUMENTED       CGS
 PE1847  HISTORY     - 1956     SEE DESCRIPTION  CGS
 PE1847
 PE1847                          STATION DESCRIPTION
 PE1847
 PE1847'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1847'STATION IS LOCATED ON THE NORTHERNMOST TIP OF ROUND ISLAND WHICH
 PE1847'LIES IN THE SOUTHERN PART OF BLUE HILL BAY.  ON A HIGH POINT AND
 PE1847'ABOUT 3 METERS OUTSIDE TREE LINE AND 11 METERS INSIDE MEAN HIGH
 PE1847'WATER LINE.  STANDARD DISC STAMPED ROUND 1944.
 PE1847'
 PE1847'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK 3 FEET.
 PE1847
 PE1847                          STATION RECOVERY (1956)
 PE1847
 PE1847'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 PE1847'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 PE1847'DESCRIPTION IS ADEQUATE AND COMPLETE WITH THE FOLLOWING ADDITIONS--
 PE1847'
 PE1847'THE STATION IS 39.0 FT. NE OF THE NW CORNER OF A HOUSE.
 PE1847'
 PE1847'THE STATION IS MARKED BY A TOPOGRAPHIC DISK, STAMPED, ROUND 1944.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1934 ***********************************************************************
 QF1934  DESIGNATION -  ROUND IBC
 QF1934  PID         -  QF1934
 QF1934  STATE/COUNTY-  ME/AROOSTOOK
 QF1934  USGS QUAD   -  ORIENT (1989)
 QF1934
 QF1934                         *CURRENT SURVEY CONTROL
 QF1934  ___________________________________________________________________
 QF1934* NAD 83(1996)-  45 46 44.00207(N)    067 48 29.49664(W)     ADJUSTED  
 QF1934* NAVD 88     -       133.     (meters)     436.     (feet)  SCALED    
 QF1934  ___________________________________________________________________
 QF1934  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 QF1934  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 QF1934
 QF1934  HORZ ORDER  -  THIRD
 QF1934
 QF1934.The horizontal coordinates were established by classical geodetic methods
 QF1934.and adjusted by the National Geodetic Survey in March 1998..
 QF1934
 QF1934.The orthometric height was scaled from a topographic map.
 QF1934
 QF1934.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1934
 QF1934.The geoid height was determined by GEOID03.
 QF1934
 QF1934;                    North         East     Units Scale Factor Converg.
 QF1934;SPC ME E     -   234,932.926   353,797.259   MT  0.99993557   +0 29 44.9
 QF1934;UTM  19      - 5,070,171.700   592,651.063   MT  0.99970553   +0 51 15.0
 QF1934
 QF1934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1934!SPC ME E     -   0.99998290  x   0.99993557  =   0.99991847
 QF1934!UTM  19      -   0.99998290  x   0.99970553  =   0.99968843
 QF1934
 QF1934|---------------------------------------------------------------------|
 QF1934| PID    Reference Object                     Distance      Geod. Az  |
 QF1934|                                                           dddmmss.s |
 QF1934| QF1935 REFERENCE MON 37=ROUND IS            17.137 METERS 24734     |
 QF1934| QF1851 MOON                                APPROX. 1.2 KM 3573028.2 |
 QF1934|---------------------------------------------------------------------|
 QF1934
 QF1934                          SUPERSEDED SURVEY CONTROL
 QF1934
 QF1934  NAD 83(1992)-  45 46 43.99919(N)    067 48 29.49509(W) AD(       ) 3
 QF1934  NAD 83(1986)-  45 46 44.00392(N)    067 48 29.51450(W) AD(       ) 3
 QF1934  NAD 27      -  45 46 43.79000(N)    067 48 31.47100(W) AD(       ) 3
 QF1934
 QF1934.Superseded values are not recommended for survey control.
 QF1934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1934.See file dsdata.txt to determine how the superseded data were derived.
 QF1934
 QF1934_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9265170172(NAD 83)
 QF1934_MARKER: H = DRILL HOLE
 QF1934_SETTING: 80 = SET IN A BOULDER
 QF1934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1934+STABILITY: SURFACE MOTION
 QF1934
 QF1934  HISTORY     - Date     Condition        Report By
 QF1934  HISTORY     - 1946     MONUMENTED       IBC
 QF1934  HISTORY     - 1955     GOOD             IBC
 QF1934
 QF1934                          STATION DESCRIPTION
 QF1934
 QF1934'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF1934'ON THE S SIDE OF THE NARROW POINT IN THE SE CORNER OF ROUND ISLAND.
 QF1934'IT IS 3 FEET INSHORE FROM THE HIGH WATER LINE, IN THE EDGE OF THE
 QF1934'BUSHES, AND 50 FEET W OF THE E END OF THE BUSHES AND OF THE POINT AT
 QF1934'HIGH WATER.
 QF1934'
 QF1934'STATION MARK IS A DRILL HOLE IN A FIRMLY EMBEDDED ROCK 4 BY 4 FEET
 QF1934'SHOWING 1 FOOT ABOVE GROUND.  IT IS 56.455 FEET FROM REFERENCE
 QF1934'MONUMENT 37, IN AN EASTERLY DIRECTION.
 QF1934
 QF1934                          STATION RECOVERY (1955)
 QF1934
 QF1934'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1934'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0979 ***********************************************************************
 PD0979  DESIGNATION -  ROUND ISLAND 1882
 PD0979  PID         -  PD0979
 PD0979  STATE/COUNTY-  ME/WASHINGTON
 PD0979  USGS QUAD   -  MACHIAS BAY (1993)
 PD0979
 PD0979                         *CURRENT SURVEY CONTROL
 PD0979  ___________________________________________________________________
 PD0979* NAD 83(1996)-  44 40 09.52620(N)    067 21 06.85510(W)     ADJUSTED  
 PD0979* NAVD 88     -        41.     (meters)     135.     (feet)  SCALED    
 PD0979  ___________________________________________________________________
 PD0979  LAPLACE CORR-           5.69  (seconds)                    DEFLEC99
 PD0979  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 PD0979
 PD0979  HORZ ORDER  -  THIRD
 PD0979
 PD0979.The horizontal coordinates were established by classical geodetic methods
 PD0979.and adjusted by the National Geodetic Survey in March 1998..
 PD0979
 PD0979.The orthometric height was scaled from a topographic map.
 PD0979
 PD0979.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0979
 PD0979.The geoid height was determined by GEOID03.
 PD0979
 PD0979;                    North         East     Units Scale Factor Converg.
 PD0979;SPC ME E     -   112,039.655   391,033.886   MT  1.00000188   +0 48 25.9
 PD0979;UTM  19      - 4,947,537.404   630,640.397   MT  0.99980988   +1 09 31.7
 PD0979
 PD0979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0979!SPC ME E     -   0.99999716  x   1.00000188  =   0.99999904
 PD0979!UTM  19      -   0.99999716  x   0.99980988  =   0.99980704
 PD0979
 PD0979:                Primary Azimuth Mark                     Grid Az
 PD0979:SPC ME E     -  HOG ISLAND                               047 34 11.2
 PD0979:UTM  19      -  HOG ISLAND                               047 13 05.4
 PD0979
 PD0979|---------------------------------------------------------------------|
 PD0979| PID    Reference Object                     Distance      Geod. Az  |
 PD0979|                                                           dddmmss.s |
 PD0979| PD0983 HOG ISLAND                          APPROX. 2.1 KM 0482237.1 |
 PD0979| PD0988 HOYTS RIDGE                         APPROX. 3.7 KM 0815745.7 |
 PD0979| PD0985 CHANEY                              APPROX. 2.7 KM 1411504.3 |
 PD0979| PD1033 BUCKS 1862                          APPROX. 2.8 KM 2362847.7 |
 PD0979| PD1030 LARRABEE COVE CHURCH SPIRE          APPROX. 3.3 KM 2724711.8 |
 PD0979| PD1013 ROBINSONS HOUSE CUPOLA              APPROX. 4.3 KM 3015933.5 |
 PD0979| PD1012 MACHIASPORT HIGH SCHOOL             APPROX. 4.7 KM 3080451.6 |
 PD0979| PD0976 HARMON SPRUCE                       APPROX. 4.9 KM 3474355.8 |
 PD0979|---------------------------------------------------------------------|
 PD0979
 PD0979                          SUPERSEDED SURVEY CONTROL
 PD0979
 PD0979  NAD 83(1992)-  44 40 09.52223(N)    067 21 06.85256(W) AD(       ) 3
 PD0979  NAD 83(1986)-  44 40 09.51824(N)    067 21 06.85490(W) AD(       ) 3
 PD0979  NAD 27      -  44 40 09.24300(N)    067 21 08.89700(W) AD(       ) 3
 PD0979
 PD0979.Superseded values are not recommended for survey control.
 PD0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0979.See file dsdata.txt to determine how the superseded data were derived.
 PD0979
 PD0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK3064047537(NAD 83)
 PD0979
 PD0979  HISTORY     - Date     Condition        Report By
 PD0979  HISTORY     - 1882     MONUMENTED       CGS
 PD0979  HISTORY     - 1913     SEE DESCRIPTION  CGS
 PD0979  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0979  HISTORY     - 1959     SEE DESCRIPTION  CGS
 PD0979
 PD0979                          STATION DESCRIPTION
 PD0979
 PD0979'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 PD0979'STATION IS ON THE HIGHEST POINT OF THE ISLAND OF THE SAME NAME
 PD0979'LOCATED NEAR THE HEAD OF MACHIAS BAY AND THE MOUTH OF MACHIAS
 PD0979'RIVER, ABOUT A MILE N OF AVERY ROCK LIGHTHOUSE AND 3 MILES SE OF
 PD0979'MACHIASPORT.  THE STATION IS ON THE HIGHEST POINT OF A LEDGE
 PD0979'NEAR THE NE SIDE OF THE ISLAND AND IS MARKED BY A DRILL HOLE
 PD0979'SURROUNDED BY A TRIANGLE CUT IN THE ROCK AND COVERED BY A
 PD0979'CAIRN.  TIMBER OBSTRUCTS THE VIEW TO THE SW AND IN A SLIGHT
 PD0979'DEGREE TO THE W, BUT ALL OTHER DIRECTIONS ARE CLEAR.
 PD0979
 PD0979                          STATION RECOVERY (1946)
 PD0979
 PD0979'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0979'THE STATION WAS RECOVERED AS DESCRIBED.  THE DESCRIPTION IS
 PD0979'ADEQUATE AND CORRECT EXCEPT THAT A HEAVY GROWTH OF EVERGREENS
 PD0979'NOW OBSCURES ALL LINES OF SIGHT TO THE W, S, AND E, AND LINES
 PD0979'TO THE NW, N, AND NE ONLY, CAN BE OPENED WITH A LITTLE CUTTING.
 PD0979
 PD0979                          STATION RECOVERY (1959)
 PD0979
 PD0979'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (HSC)
 PD0979'THE STATION WAS RECOVERED IN GOOD CONDITION AND THE PREVIOUS
 PD0979'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0739 ***********************************************************************
 RF0739  DESIGNATION -  ROUND MTN LOOKOUT TOWER
 RF0739  PID         -  RF0739
 RF0739  STATE/COUNTY-  ME/AROOSTOOK
 RF0739  USGS QUAD   -  ROUND MOUNTAIN (1985)
 RF0739
 RF0739                         *CURRENT SURVEY CONTROL
 RF0739  ___________________________________________________________________
 RF0739* NAD 83(1996)-  46 35 39.59525(N)    068 47 39.22235(W)     ADJUSTED  
 RF0739* NAVD 88     -       654.     (meters)    2146.     (feet)  SCALED    
 RF0739  ___________________________________________________________________
 RF0739  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 RF0739  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 RF0739
 RF0739  HORZ ORDER  -  THIRD
 RF0739
 RF0739.The horizontal coordinates were established by classical geodetic methods
 RF0739.and adjusted by the National Geodetic Survey in March 1998..
 RF0739
 RF0739.The orthometric height was scaled from a topographic map.
 RF0739
 RF0739.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0739
 RF0739.The geoid height was determined by GEOID03.
 RF0739
 RF0739;                    North         East     Units Scale Factor Converg.
 RF0739;SPC ME E     -   325,373.641   277,455.614   MT  0.99990625   -0 12 49.5
 RF0739;UTM  19      - 5,160,105.866   515,761.911   MT  0.99960305   +0 08 58.2
 RF0739
 RF0739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0739!SPC ME E     -   0.99990131  x   0.99990625  =   0.99980757
 RF0739!UTM  19      -   0.99990131  x   0.99960305  =   0.99950440
 RF0739
 RF0739:                Primary Azimuth Mark                     Grid Az
 RF0739:SPC ME E     -  CARR POND                                021 29 11.3
 RF0739:UTM  19      -  CARR POND                                021 07 23.6
 RF0739
 RF0739|---------------------------------------------------------------------|
 RF0739| PID    Reference Object                     Distance      Geod. Az  |
 RF0739|                                                           dddmmss.s |
 RF0739| RF0735 CARR POND                           APPROX.18.9 KM 0211621.8 |
 RF0739|---------------------------------------------------------------------|
 RF0739
 RF0739                          SUPERSEDED SURVEY CONTROL
 RF0739
 RF0739  NAD 83(1992)-  46 35 39.59101(N)    068 47 39.21436(W) AD(       ) 3
 RF0739  NAD 83(1986)-  46 35 39.59386(N)    068 47 39.22136(W) AD(       ) 3
 RF0739  NAD 27      -  46 35 39.44600(N)    068 47 41.04500(W) AD(       ) 3
 RF0739
 RF0739.Superseded values are not recommended for survey control.
 RF0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0739.See file dsdata.txt to determine how the superseded data were derived.
 RF0739
 RF0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM1576260106(NAD 83)
 RF0739
 RF0739  HISTORY     - Date     Condition        Report By
 RF0739  HISTORY     - 1941     MONUMENTED       CGS
 RF0739
 RF0739                          STATION DESCRIPTION
 RF0739
 RF0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 RF0739'THIS INTERSECTION STATION IS LOCATED ABOUT 10 MILES W OF ASHLAND,
 RF0739'AND 10 MILES SW OF PORTAGE, ON THE HIGHEST POINT OF ROUND
 RF0739'MOUNTAIN.  IT IS A FOUR-LEGGED STEEL STRUCTURE ABOUT 20 FEET HIGH
 RF0739'WITH A CAB ON THE TOP PAINTED WHITE.  POINT OBSERVED ON WAS THE
 RF0739'CENTER OF THE CAB.
 RF0739'
 RF0739'STATION WAS NOT VISITED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0749 ***********************************************************************
 RF0749  DESIGNATION -  ROUND POND
 RF0749  PID         -  RF0749
 RF0749  STATE/COUNTY-  ME/AROOSTOOK
 RF0749  USGS QUAD   -  FIVE FINGER BROOK (1986)
 RF0749
 RF0749                         *CURRENT SURVEY CONTROL
 RF0749  ___________________________________________________________________
 RF0749* NAD 83(1996)-  46 47 39.84049(N)    069 13 59.22562(W)     ADJUSTED  
 RF0749* NAVD 88     -       480.7    (meters)    1577.     (feet)  VERTCON   
 RF0749  ___________________________________________________________________
 RF0749  LAPLACE CORR-           7.58  (seconds)                    DEFLEC99
 RF0749  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 RF0749
 RF0749  HORZ ORDER  -  SECOND
 RF0749
 RF0749.The horizontal coordinates were established by classical geodetic methods
 RF0749.and adjusted by the National Geodetic Survey in March 1998..
 RF0749
 RF0749.The NAVD 88 height was computed by applying the VERTCON shift value to
 RF0749.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RF0749
 RF0749.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0749
 RF0749.The geoid height was determined by GEOID03.
 RF0749
 RF0749;                    North         East     Units Scale Factor Converg.
 RF0749;SPC ME E     -   347,830.902   244,034.123   MT  0.99993849   -0 32 03.8
 RF0749;UTM  19      - 5,182,343.336   482,209.184   MT  0.99960389   -0 10 11.7
 RF0749
 RF0749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0749!SPC ME E     -   0.99992863  x   0.99993849  =   0.99986712
 RF0749!UTM  19      -   0.99992863  x   0.99960389  =   0.99953254
 RF0749
 RF0749|---------------------------------------------------------------------|
 RF0749| PID    Reference Object                     Distance      Geod. Az  |
 RF0749|                                                           dddmmss.s |
 RF0749| DA6129 ROUND POND RM 1                      41.492 METERS 07525     |
 RF0749| RF0745 DRYTOWN                             APPROX.20.6 KM 0922816.6 |
 RF0749| RF0748 ROUND POND MOUNTAIN LOT               0.090 METERS 18751     |
 RF0749| DA6130 ROUND POND RM 2                      46.770 METERS 27627     |
 RF0749|---------------------------------------------------------------------|
 RF0749
 RF0749                          SUPERSEDED SURVEY CONTROL
 RF0749
 RF0749  NAD 83(1992)-  46 47 39.83402(N)    069 13 59.21420(W) AD(       ) 2
 RF0749  NAD 83(1986)-  46 47 39.84211(N)    069 13 59.21829(W) AD(       ) 2
 RF0749  NAD 27      -  46 47 39.71370(N)    069 14 01.05020(W) AD(       ) 2
 RF0749  NGVD 29 (07/19/86)  480.9    (m)         1578.     (f) VERT ANG       
 RF0749
 RF0749.Superseded values are not recommended for survey control.
 RF0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0749.See file dsdata.txt to determine how the superseded data were derived.
 RF0749
 RF0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM8220982343(NAD 83)
 RF0749_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RF0749_SETTING: 80 = SET IN A BOULDER
 RF0749_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 RF0749
 RF0749  HISTORY     - Date     Condition        Report By
 RF0749  HISTORY     - 1955     MONUMENTED       CGS
 RF0749  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RF0749  HISTORY     - 1966     SEE DESCRIPTION  AEROS
 RF0749
 RF0749                          STATION DESCRIPTION
 RF0749
 RF0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 RF0749'THE STATION IS LOCATED ON THE HIGHEST POINT OF ROUND POND
 RF0749'MOUNTAIN AT THE SITE OF THE ROUND POND FIRE TOWER.  IT IS ABOUT 34
 RF0749'MILES AIRLINE WEST OF PORTAGE, ABOUT 21 MILES AIRLINE
 RF0749'NORTH-NORTHEAST OF CHURCHILL LAKE, AND ABOUT 43 MILES AIRLINE
 RF0749'SOUTHWEST OF FORT KENT.
 RF0749'
 RF0749'TO REACH FROM CHURCHILL LAKE BY FLOAT PLANE, GO
 RF0749'NORTH-NORTHEAST ON A TRUE COURSE OF 07 DEGREES FOR ABOUT 21 MILES
 RF0749'TO THE FIRE WATCHMANS CABIN ON THE EAST SHORE OF ROUND POND.  FROM
 RF0749'HERE PACK NORTHEASTERLY ON GOOD TRAIL ALONG TELEPHONE LINE FOR
 RF0749'ABOUT 2-1/2 MILES TO TOP OF MOUNTAIN AND STATION.
 RF0749'
 RF0749'THE STATION MARK IS A STANDARD DISK STAMPED ROUND POND 1955,
 RF0749'CEMENTED IN A DRILL HOLE IN A BOULDER 6 INCHES BELOW GROUND
 RF0749'SURFACE.  IT IS 0.295 FOOT NORTH OF THE INTERSECTION OF THE
 RF0749'DIAGONALS FORMED BY THE FOUR LEGS OF THE FIRE TOWER.
 RF0749'
 RF0749'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED ROUND POND
 RF0749'NO 1 1955, CEMENTED IN A DRILL HOLE IN A 12-INCH BOULDER THAT
 RF0749'PROJECTS 2 INCHES.  IT IS 1 FOOT WEST OF A TRIANGULAR BLAZED MAPLE
 RF0749'AND ABOUT 8 FEET LOWER THAN THE STATION.
 RF0749'
 RF0749'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED ROUND POND
 RF0749'NO 2 1955, CEMENTED IN A DRILL HOLE IN AN 18-INCH BOULDER THAT
 RF0749'PROJECTS 1 INCH.  IT IS 2 FEET EAST OF A TRIANGULAR BLAZED MAPLE
 RF0749'AND ABOUT 5 FEET LOWER THAN THE STATION.
 RF0749'
 RF0749'THE ROUND POND MOUNTAIN FIRE TOWER IS AN 8-FOOT-SQUARE WHITE
 RF0749'CABIN WITH PYRAMID ROOF, SUPPORTED BY A 4-LEGGED STEEL
 RF0749'STRUCTURE.  THE PEAK OF THE ROOF IS 70 FEET ABOVE THE GROUND.
 RF0749
 RF0749                          STATION RECOVERY (1960)
 RF0749
 RF0749'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HRL)
 RF0749'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 RF0749'GOOD CONDITION.  OBSERVATION AND MEASUREMENT CHECKS WERE MADE
 RF0749'TO THE REFERENCE MARKS AND FOUND TO BE CORRECT.  A MEASUREMENT
 RF0749'WAS MADE TO THE CENTER OF ROUND POND LOOKOUT TOWER BUT AN
 RF0749'OBSERVATION WAS NOT MADE WITH THE INSTRUMENT ON THE POINT BECAUSE
 RF0749'IT WAS TOO CLOSE TO FOCUS THE INSTRUMENT.  THE LOOKOUT TOWER IS
 RF0749'STILL THERE, IN GOOD CONDITION AND IN OPERATION.  THE STATION WAS
 RF0749'REACHED FROM PORTAGE, BY FLYING IN A FLOAT PLANE TO ROUND
 RF0749'POND AND THE WATCHMANS CABIN AND PACKING NORTHEASTERLY ON GOOD
 RF0749'TRAIL, ALONG A TELEPHONE LINE, FOR ABOUT 2-1/2 MILES TO THE
 RF0749'SUMMIT OF THE RIDGE, LOOKOUT TOWER AND STATION.
 RF0749'
 RF0749'NO LIGHTS SHOWN ECCENTRIC.
 RF0749
 RF0749                          STATION RECOVERY (1966)
 RF0749
 RF0749'RECOVERY NOTE BY AERO SERVICE CORPORATION 1966
 RF0749'ROUND POND. 1955 RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0390 ***********************************************************************
 OB0390  DESIGNATION -  ROUND POND CHURCH SPIRE
 OB0390  PID         -  OB0390
 OB0390  STATE/COUNTY-  ME/LINCOLN
 OB0390  USGS QUAD   -  LOUDS ISLAND (1979)
 OB0390
 OB0390                         *CURRENT SURVEY CONTROL
 OB0390  ___________________________________________________________________
 OB0390* NAD 83(1996)-  43 56 49.82090(N)    069 27 39.72828(W)     ADJUSTED  
 OB0390* NAVD 88     -                                                        
 OB0390  ___________________________________________________________________
 OB0390  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 OB0390  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 OB0390
 OB0390  HORZ ORDER  -  THIRD
 OB0390
 OB0390.The horizontal coordinates were established by classical geodetic methods
 OB0390.and adjusted by the National Geodetic Survey in March 1998..
 OB0390
 OB0390
 OB0390.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0390
 OB0390.The geoid height was determined by GEOID03.
 OB0390
 OB0390;                    North         East     Units Scale Factor Converg.
 OB0390;SPC ME W     -   123,985.863   956,644.338   MT  1.00000611   +0 29 23.0
 OB0390;SPC ME E     -    31,612.463   222,858.206   MT  0.99997317   -0 40 01.2
 OB0390;UTM  19      - 4,866,108.730   463,004.082   MT  0.99961683   -0 19 11.9
 OB0390
 OB0390                          SUPERSEDED SURVEY CONTROL
 OB0390
 OB0390  NAD 83(1992)-  43 56 49.82356(N)    069 27 39.71763(W) AD(       ) 4
 OB0390  NAD 83(1986)-  43 56 49.82837(N)    069 27 39.72372(W) AD(       ) 4
 OB0390  NAD 27      -  43 56 49.53000(N)    069 27 41.55000(W) AD(       ) 3
 OB0390
 OB0390.Superseded values are not recommended for survey control.
 OB0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0390.See file dsdata.txt to determine how the superseded data were derived.
 OB0390
 OB0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ6300466109(NAD 83)
 OB0390_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OB0390+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2002
 OB0390
 OB0390  HISTORY     - Date     Condition        Report By
 OB0390  HISTORY     - UNK      MONUMENTED
 OB0390  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0390  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OB0390  HISTORY     - 20020726 GOOD             USPSQD
 OB0390
 OB0390                          STATION DESCRIPTION
 OB0390
 OB0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0390'THIS STATION IS LOST.  THE LOCATION OF THE CHURCH IS THE SAME
 OB0390'BUT IT NOW HAS A NEW SPIRE.  THE CHURCH IS ON THE LEFT SIDE
 OB0390'OF THE ROAD ENTERING ROUND POND FROM THE N.  THE CHURCH IS NOW
 OB0390'KNOWN AS THE UNION UNIVERSALIST AND IS STILL PAINTED BROWN.  IT
 OB0390'HAS A SHORT SPIRE WITH A CLOSED BELFRY.
 OB0390
 OB0390                          STATION RECOVERY (1943)
 OB0390
 OB0390'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 OB0390'ACCORDING TO LOCAL INFORMATION NEW SPIRE IS IN SAME LOCATION
 OB0390'AS ORIGINAL.  VERIFIED BY AIR PHOTO PARTY.
 OB0390
 OB0390                          STATION RECOVERY (2002)
 OB0390
 OB0390'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMW)
 OB0390'RECOVERED AS THE 1930'S DESCRIPTION DESCRIBED THE CHURCH WITH THE
 OB0390'SHORTENED STEEPLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0748 ***********************************************************************
 RF0748  DESIGNATION -  ROUND POND MOUNTAIN LOT
 RF0748  PID         -  RF0748
 RF0748  STATE/COUNTY-  ME/AROOSTOOK
 RF0748  USGS QUAD   -  FIVE FINGER BROOK (1986)
 RF0748
 RF0748                         *CURRENT SURVEY CONTROL
 RF0748  ___________________________________________________________________
 RF0748* NAD 83(1996)-  46 47 39.83760(N)    069 13 59.22620(W)     ADJUSTED  
 RF0748* NAVD 88     -                                                        
 RF0748  ___________________________________________________________________
 RF0748  LAPLACE CORR-           7.58  (seconds)                    DEFLEC99
 RF0748  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 RF0748
 RF0748  HORZ ORDER  -  THIRD
 RF0748
 RF0748.The horizontal coordinates were established by classical geodetic methods
 RF0748.and adjusted by the National Geodetic Survey in March 1998..
 RF0748
 RF0748
 RF0748.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0748
 RF0748.The geoid height was determined by GEOID03.
 RF0748
 RF0748;                    North         East     Units Scale Factor Converg.
 RF0748;SPC ME E     -   347,830.812   244,034.110   MT  0.99993849   -0 32 03.8
 RF0748;UTM  19      - 5,182,343.247   482,209.172   MT  0.99960389   -0 10 11.7
 RF0748
 RF0748                          SUPERSEDED SURVEY CONTROL
 RF0748
 RF0748  NAD 83(1992)-  46 47 39.83113(N)    069 13 59.21478(W) AD(       ) 4
 RF0748  NAD 83(1986)-  46 47 39.83921(N)    069 13 59.21880(W) AD(       ) 4
 RF0748  NAD 27      -  46 47 39.71100(N)    069 14 01.05100(W) AD(       ) 3
 RF0748
 RF0748.Superseded values are not recommended for survey control.
 RF0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0748.See file dsdata.txt to determine how the superseded data were derived.
 RF0748
 RF0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM8220982343(NAD 83)
 RF0748
 RF0748  HISTORY     - Date     Condition        Report By
 RF0748  HISTORY     - 1955     MONUMENTED       CGS
 RF0748  HISTORY     - 1966     SEE DESCRIPTION  AEROS
 RF0748
 RF0748                          STATION DESCRIPTION
 RF0748
 RF0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 RF0748'THE STATION IS LOCATED ABOUT 36-1/2 MILES AIRLINE WEST AND 2
 RF0748'MILES NORTH OF PORTAGE, ABOUT 14 MILES EAST AND 11 MILES NORTH OF
 RF0748'THE CLAYTON LAKE POST OFFICE AND ABOUT 2-1/2 MILES NORTHEAST OF
 RF0748'ROUND POND.
 RF0748'
 RF0748'THE TOWER IS A MAINE FOREST SERVICE LOOKOUT TOWER THAT IS
 RF0748'CONSTRUCTED OF FOUR STEEL LEGS WITH AN 8 FOOT SQUARE HOUSE ON TOP
 RF0748'THAT IS PAINTED WHITE.  IT IS ABOUT 75 FEET HIGH.  THE CENTER OF
 RF0748'THE TOWER IS 0.090 METERS, 0.295 FEET SOUTH OF TRIANGULATION
 RF0748'STATION ROUND POND.
 RF0748
 RF0748                          STATION RECOVERY (1966)
 RF0748
 RF0748'RECOVERY NOTE BY AERO SERVICE CORPORATION 1966
 RF0748'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0389 ***********************************************************************
 OB0389  DESIGNATION -  ROUND POND WHITE CHURCH SPIRE
 OB0389  PID         -  OB0389
 OB0389  STATE/COUNTY-  ME/LINCOLN
 OB0389  USGS QUAD   -  LOUDS ISLAND (1979)
 OB0389
 OB0389                         *CURRENT SURVEY CONTROL
 OB0389  ___________________________________________________________________
 OB0389* NAD 83(1996)-  43 56 48.55716(N)    069 27 43.71742(W)     ADJUSTED  
 OB0389* NAVD 88     -                                                        
 OB0389  ___________________________________________________________________
 OB0389  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 OB0389  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 OB0389
 OB0389  HORZ ORDER  -  THIRD
 OB0389
 OB0389.The horizontal coordinates were established by classical geodetic methods
 OB0389.and adjusted by the National Geodetic Survey in March 1998..
 OB0389
 OB0389
 OB0389.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0389
 OB0389.The geoid height was determined by GEOID03.
 OB0389
 OB0389;                    North         East     Units Scale Factor Converg.
 OB0389;SPC ME W     -   123,946.100   956,555.719   MT  1.00000599   +0 29 20.2
 OB0389;SPC ME E     -    31,574.498   222,768.805   MT  0.99997334   -0 40 03.9
 OB0389;UTM  19      - 4,866,070.238   462,914.944   MT  0.99961691   -0 19 14.6
 OB0389
 OB0389                          SUPERSEDED SURVEY CONTROL
 OB0389
 OB0389  NAD 83(1992)-  43 56 48.55981(N)    069 27 43.70680(W) AD(       ) 4
 OB0389  NAD 83(1986)-  43 56 48.56462(N)    069 27 43.71288(W) AD(       ) 4
 OB0389  NAD 27      -  43 56 48.23000(N)    069 27 45.55000(W) AD(       ) 3
 OB0389
 OB0389.Superseded values are not recommended for survey control.
 OB0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0389.See file dsdata.txt to determine how the superseded data were derived.
 OB0389
 OB0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ6291566070(NAD 83)
 OB0389
 OB0389  HISTORY     - Date     Condition        Report By
 OB0389  HISTORY     - UNK      MONUMENTED
 OB0389  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0389  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OB0389  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OB0389  HISTORY     - 20020726 GOOD             USPSQD
 OB0389
 OB0389                          STATION DESCRIPTION
 OB0389
 OB0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0389'THIS STATION IS LOST.  THE LOCATION OF THE CHURCH IS THE SAME
 OB0389'BUT IT NOW HAS A NEW SPIRE.  THE CHURCH IS ON THE RIGHT SIDE
 OB0389'OF THE ROAD ENTERING ROUND POND FROM THE N.  THE CHURCH IS NOW
 OB0389'KNOWN AS THE METHODIST AND IS PAINTED WHITE.  IT NOW HAS A WHITE
 OB0389'SPIRE WITH OPEN BELFRY AND BELL.
 OB0389
 OB0389                          STATION RECOVERY (1943)
 OB0389
 OB0389'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 OB0389'ACCORDING TO LOCAL INFORMATION NEW SPIRE IS IN SAME LOCATION
 OB0389'AS ORIGINAL.  VERIFIED BY AIR PHOTO PARTY.
 OB0389
 OB0389                          STATION RECOVERY (1953)
 OB0389
 OB0389'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (PT)
 OB0389'1934 RECOVERY NOTE STATES THAT THIS SPIRE WAS REBUILT.  THE
 OB0389'1943 RECOVERY NOTE STATES THAT ACCORDING TO LOCAL INFORMATION
 OB0389'THE SPIRE WAS REBUILT IN ITS OLD POSITION.  THIS WAS VERIFIED
 OB0389'BY THE AIR PHOTO PARTY.  THE SPIRE IS IN GOOD CONDITION, AND
 OB0389'THE 1934 DESCRIPTION IS ADEQUATE.
 OB0389
 OB0389                          STATION RECOVERY (2002)
 OB0389
 OB0389'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAB)
 OB0389'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1509 ***********************************************************************
 OC1509  DESIGNATION -  ROYAL
 OC1509  PID         -  OC1509
 OC1509  STATE/COUNTY-  ME/CUMBERLAND
 OC1509  USGS QUAD   -  YARMOUTH (1975)
 OC1509
 OC1509                         *CURRENT SURVEY CONTROL
 OC1509  ___________________________________________________________________
 OC1509* NAD 83(1996)-  43 51 12.78672(N)    070 14 42.26176(W)     ADJUSTED  
 OC1509* NAVD 88     -        51.9    (meters)     170.     (feet)  VERTCON   
 OC1509  ___________________________________________________________________
 OC1509  LAPLACE CORR-           3.24  (seconds)                    DEFLEC99
 OC1509  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 OC1509
 OC1509  HORZ ORDER  -  SECOND
 OC1509
 OC1509.The horizontal coordinates were established by classical geodetic methods
 OC1509.and adjusted by the National Geodetic Survey in March 1998..
 OC1509
 OC1509.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC1509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC1509
 OC1509.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1509
 OC1509.The geoid height was determined by GEOID03.
 OC1509
 OC1509;                    North         East     Units Scale Factor Converg.
 OC1509;SPC ME W     -   113,344.910   893,696.112   MT  0.99996716   -0 03 15.6
 OC1509;UTM  19      - 4,856,360.720   399,931.866   MT  0.99972316   -0 51 45.6
 OC1509
 OC1509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1509!SPC ME W     -   0.99999598  x   0.99996716  =   0.99996314
 OC1509!UTM  19      -   0.99999598  x   0.99972316  =   0.99971914
 OC1509
 OC1509|---------------------------------------------------------------------|
 OC1509| PID    Reference Object                     Distance      Geod. Az  |
 OC1509|                                                           dddmmss.s |
 OC1509| CE8425 ROYAL RM 1                           22.737 METERS 04657     |
 OC1509| OC1510 ROYAL RM 2                           19.512 METERS 18704     |
 OC1509| OC1511 ROYAL AZ MK                         390.077 METERS 22435     |
 OC1509|---------------------------------------------------------------------|
 OC1509
 OC1509                          SUPERSEDED SURVEY CONTROL
 OC1509
 OC1509  NAD 83(1992)-  43 51 12.78549(N)    070 14 42.26201(W) AD(       ) 2
 OC1509  NAD 83(1986)-  43 51 12.79151(N)    070 14 42.26709(W) AD(       ) 2
 OC1509  NAD 27      -  43 51 12.51339(N)    070 14 44.08073(W) AD(       ) 2
 OC1509  NGVD 29 (07/19/86)   52.1    (m)          171.     (f) VERT ANG       
 OC1509
 OC1509.Superseded values are not recommended for survey control.
 OC1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1509.See file dsdata.txt to determine how the superseded data were derived.
 OC1509
 OC1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9993256361(NAD 83)
 OC1509_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OC1509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC1509_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC1509
 OC1509  HISTORY     - Date     Condition        Report By
 OC1509  HISTORY     - 1977     MONUMENTED       NGS
 OC1509
 OC1509                          STATION DESCRIPTION
 OC1509
 OC1509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLO)
 OC1509'THE STATION IS LOCATED 3.5 MILES SOUTH
 OC1509'OF WEST POWNAL, 4 MILES NORTH OF CUMBERLAND CENTER, 4.7
 OC1509'MILES SOUTHEAST OF GRAY AND 4.8 MILES NORTHWEST OF YARMOUTH.
 OC1509'
 OC1509'TO REACH FROM THE PINELAND HOSPITAL IN NEW GLOUCESTER GO
 OC1509'SOUTH ON STATE ROUTE 231 FOR 0.2 MILE TO A SIDE ROAD ON THE
 OC1509'RIGHT, (GRAY ROAD), CONTINUE SOUTH ON STATE ROUTE 231 FOR 1.25
 OC1509'MILES TO A POWER LINE CROSSING AND A SIDE ROAD ON THE RIGHT.
 OC1509'CONTINUE SOUTH ON STATE ROUTE 231 FOR 0.7 MILE TO A POWER LINE
 OC1509'CROSSING. CONTINUE SOUTH ON STATE ROUTE 231 FOR 1.1 MILES
 OC1509'TO A RAILROAD OVERPASS. CONTINUE SOUTH ON STATE ROUTE 231
 OC1509'FOR 0.4 MILE TO THE STATION ON THE RIGHT.
 OC1509'
 OC1509'TO REACH THE AZIMUTH FROM THE STATION GO SOUTH ON STATE
 OC1509'ROUTE 231 FOR 0.25 MILE TO THE AZIMUTH ON THE RIGHT.
 OC1509'
 OC1509'THE STATION MARKS STAMPED---ROYAL 1976---, ARE STANDARD
 OC1509'DISKS. THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 OC1509'CYLINDRICAL CONCRETE POST WHICH IS FLUSH WITH THE GROUND
 OC1509'SURFACE. THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 OC1509'IRREGULAR MASS OF CONCRETE WHICH IS 48 INCHES BELOW THE GROUND
 OC1509'SURFACE. THEY ARE 2 FEET SOUTH OF A METAL WITNESS POST, 23.3
 OC1509'FEET NORTH-NORTHWEST OF THE CENTERLINE OF THE ROAD AND 68
 OC1509'FEET EAST-NORTHEAST OF POWER POLE NUMBER 39.
 OC1509'A 3/8-INCH BY 24-INCH STEEL BAR WAS INSTALLED IN THE STATION
 OC1509'MARK.
 OC1509'
 OC1509'REFERENCE MARK 1, STAMPED---ROYAL NO 1 1976---, IS A STANDARD
 OC1509'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST
 OC1509'WHICH IS FLUSH WITH THE GROUND SURFACE. IT IS 2.6 FEET
 OC1509'SOUTH-SOUTHEAST OF POWER POLE NUMBER 40 AND 23.6 FEET NORTH-
 OC1509'NORTHWEST OF THE CENTERLINE OF THE ROAD.
 OC1509'
 OC1509'REFERENCE MARK 2, STAMPED---ROYAL NO 2 1976---, IS A STANDARD
 OC1509'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST
 OC1509'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 10 FEET WEST-
 OC1509'NORTHWEST OF A FENCE LINE, 16 FEET EAST-SOUTHEAST OF THE
 OC1509'CENTERLINE OF THE ROAD AND 47.5 FEET EAST OF POWER POLE 39.
 OC1509'
 OC1509'THE AZIMUTH MARK, STAMPED---ROYAL 1976---, IS A STANDARD
 OC1509'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST
 OC1509'WHICH PROJECTS 4 INCHES ABOVE THE GROUND SURFACE. IT IS
 OC1509'3 FEET NORTHEAST OF POWER POLE NUMBER 29, 21 FEET SOUTHWEST OF
 OC1509'THE CENTERLINE OF THE ROAD, 25 FEET SOUTH-SOUTHWEST OF A
 OC1509'10-INCH APPLE TREE AND 2.8 FEET EAST OF A METAL
 OC1509'WITNESS POST.
 OC1509'
 OC1509'THE HEIGHT OF THE LIGHT ABOVE THE STATION WAS 1.47 METERS.
 OC1509'
 OC1509'DESCRIBED BY JERRY E ELLINGWOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1511 ***********************************************************************
 OC1511  DESIGNATION -  ROYAL AZ MK
 OC1511  PID         -  OC1511
 OC1511  STATE/COUNTY-  ME/CUMBERLAND
 OC1511  USGS QUAD   -  YARMOUTH (1975)
 OC1511
 OC1511                         *CURRENT SURVEY CONTROL
 OC1511  ___________________________________________________________________
 OC1511* NAD 83(1996)-  43 51 03.78582(N)    070 14 54.52235(W)     ADJUSTED  
 OC1511* NAVD 88     -        53.0    (meters)     174.     (feet)  VERTCON   
 OC1511  ___________________________________________________________________
 OC1511  LAPLACE CORR-           3.18  (seconds)                    DEFLEC99
 OC1511  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 OC1511
 OC1511  HORZ ORDER  -  SECOND
 OC1511
 OC1511.The horizontal coordinates were established by classical geodetic methods
 OC1511.and adjusted by the National Geodetic Survey in March 1998..
 OC1511
 OC1511.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC1511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC1511
 OC1511.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1511
 OC1511.The geoid height was determined by GEOID03.
 OC1511
 OC1511;                    North         East     Units Scale Factor Converg.
 OC1511;SPC ME W     -   113,067.383   893,422.016   MT  0.99996720   -0 03 24.0
 OC1511;UTM  19      - 4,856,087.154   399,653.949   MT  0.99972385   -0 51 54.0
 OC1511
 OC1511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1511!SPC ME W     -   0.99999581  x   0.99996720  =   0.99996301
 OC1511!UTM  19      -   0.99999581  x   0.99972385  =   0.99971966
 OC1511
 OC1511|---------------------------------------------------------------------|
 OC1511| PID    Reference Object                     Distance      Geod. Az  |
 OC1511|                                                           dddmmss.s |
 OC1511| OC1509 ROYAL                               390.077 METERS 04435     |
 OC1511| OC1510 ROYAL RM 2                          374.791 METERS 04624     |
 OC1511|---------------------------------------------------------------------|
 OC1511
 OC1511                          SUPERSEDED SURVEY CONTROL
 OC1511
 OC1511  NAD 83(1992)-  43 51 03.78459(N)    070 14 54.52260(W) AD(       ) 2
 OC1511  NAD 83(1986)-  43 51 03.79063(N)    070 14 54.52770(W) AD(       ) 2
 OC1511  NAD 27      -  43 51 03.51250(N)    070 14 56.34100(W) AD(       ) 2
 OC1511  NGVD 29 (07/19/86)   53.2    (m)          175.     (f) VERT ANG       
 OC1511
 OC1511.Superseded values are not recommended for survey control.
 OC1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1511.See file dsdata.txt to determine how the superseded data were derived.
 OC1511
 OC1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9965456087(NAD 83)
 OC1511_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OC1511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC1511_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC1511
 OC1511  HISTORY     - Date     Condition        Report By
 OC1511  HISTORY     - 1977     MONUMENTED       NGS
 OC1511
 OC1511                          STATION DESCRIPTION
 OC1511
 OC1511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (ALB)
 OC1511'THIS STATION WAS ESTABLISHED BY AN EDM MEASUREMENT FROM
 OC1511'TRAVERSE STATION ROYAL. SEE DESCRIPTION THEREOF.
 OC1511'
 OC1511'DESCRIBED BY JERRY E. ELLINGWOOD.
 OC1511'
 OC1511'THE HEIGHT OF LIGHT ABOVE THE STATION WAS 1.0 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ2716 ***********************************************************************
 AJ2716  CBN         -  This is a Cooperative Base Network Control Station.
 AJ2716  DESIGNATION -  RTK 10
 AJ2716  PID         -  AJ2716
 AJ2716  STATE/COUNTY-  ME/LINCOLN
 AJ2716  USGS QUAD   -  WALDOBORO WEST (1988)
 AJ2716
 AJ2716                         *CURRENT SURVEY CONTROL
 AJ2716  ___________________________________________________________________
 AJ2716* NAD 83(1996)-  44 05 28.01207(N)    069 29 13.63027(W)     ADJUSTED  
 AJ2716* NAVD 88     -        20.7    (meters)      68.     (feet)  GPS OBS   
 AJ2716  ___________________________________________________________________
 AJ2716  X           -   1,607,869.729 (meters)                     COMP
 AJ2716  Y           -  -4,297,497.507 (meters)                     COMP
 AJ2716  Z           -   4,415,365.255 (meters)                     COMP
 AJ2716  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 AJ2716  ELLIP HEIGHT-          -4.84  (meters)          (04/26/01) GPS OBS
 AJ2716  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 AJ2716
 AJ2716  HORZ ORDER  -  A
 AJ2716  ELLP ORDER  -  FOURTH    CLASS I
 AJ2716
 AJ2716.The horizontal coordinates were established by GPS observations
 AJ2716.and adjusted by the National Geodetic Survey in April 2001..
 AJ2716
 AJ2716.The orthometric height was determined by GPS observations and a
 AJ2716.high-resolution geoid model.
 AJ2716
 AJ2716.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2716
 AJ2716.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2716
 AJ2716.The ellipsoidal height was determined by GPS observations
 AJ2716.and is referenced to NAD 83.
 AJ2716
 AJ2716.The geoid height was determined by GEOID03.
 AJ2716
 AJ2716;                    North         East     Units Scale Factor Converg.
 AJ2716;SPC ME W     -   139,961.575   954,418.639   MT  1.00000307   +0 28 22.2
 AJ2716;UTM  19      - 4,882,108.144   461,005.426   MT  0.99961870   -0 20 20.2
 AJ2716
 AJ2716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2716!SPC ME W     -   1.00000076  x   1.00000307  =   1.00000383
 AJ2716!UTM  19      -   1.00000076  x   0.99961870  =   0.99961946
 AJ2716
 AJ2716                          SUPERSEDED SURVEY CONTROL
 AJ2716
 AJ2716.No superseded survey control is available for this station.
 AJ2716
 AJ2716_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ6100582108(NAD 83)
 AJ2716_MARKER: DD = SURVEY DISK
 AJ2716_SETTING: 66 = SET IN ROCK OUTCROP
 AJ2716_STAMPING: RTK-10 1998
 AJ2716_MARK LOGO: MEDT  
 AJ2716_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2716_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ2716+STABILITY: POSITION/ELEVATION WELL
 AJ2716_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2716+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2005
 AJ2716
 AJ2716  HISTORY     - Date     Condition        Report By
 AJ2716  HISTORY     - 1998     MONUMENTED       MEDT
 AJ2716  HISTORY     - 20000721 GOOD             MEDT
 AJ2716  HISTORY     - 20020726 GOOD             USPSQD
 AJ2716  HISTORY     - 20051218 GOOD             USPSQD
 AJ2716
 AJ2716                          STATION DESCRIPTION
 AJ2716
 AJ2716'DESCRIBED BY MAINE DEPARTMENT OF TRANSPORTATION 2000 (TL)
 AJ2716'THE STATION IS LOCATED IN NOBLEBORO, AT THE RAILROAD CROSSING AT EAST
 AJ2716'NECK ROAD.  TO REACH FROM THE INTERSECTION OF US HIGHWAY 1 AND
 AJ2716'BACKMEADOW ROAD IN NOBLEBORO, GO NORTH FOR 0.5 MI (0.8 KM) ON
 AJ2716'BACKMEADOW ROAD TO A T-INTERSECTION.  TURN LEFT THEN RIGHT ON EAST
 AJ2716'NECK ROAD AND GO NORTH FOR 0.8 MI (1.3 KM) TO THE STATION ON LEFT,
 AJ2716'JUST PAST THE RAILROAD TRACKS.  LOCATED 56.1 FT (17.1 M) SOUTHWEST OF
 AJ2716'UTILITY POLE NUMBER 27 S, 35.1 FT (10.7 M) NORTH-NORTHWEST OF A
 AJ2716'RAILROAD CROSSING SIGN, 32.0 FT (9.8 M) SOUTH-SOUTHWEST OF UTILITY
 AJ2716'POLE NUMBER 27 AND 27.9 FT (8.5 M) WEST OF THE CENTERLINE OF EAST NECK
 AJ2716'ROAD.
 AJ2716
 AJ2716                          STATION RECOVERY (2002)
 AJ2716
 AJ2716'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMW)
 AJ2716'RECOVERED IN GOOD CONDITION.
 AJ2716
 AJ2716                          STATION RECOVERY (2005)
 AJ2716
 AJ2716'RECOVERY NOTE BY US POWER SQUADRON 2005 (JEK)
 AJ2716'NEW DESCRIPTION, 24 FT 290MAG FROM NW RR SIGNAL. 12 FT 042MAG FROM
 AJ2716'METER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0663 ***********************************************************************
 PD0663  DESIGNATION -  RUBB
 PD0663  PID         -  PD0663
 PD0663  STATE/COUNTY-  ME/WASHINGTON
 PD0663  USGS QUAD   -  EASTPORT (1977)
 PD0663
 PD0663                         *CURRENT SURVEY CONTROL
 PD0663  ___________________________________________________________________
 PD0663* NAD 83(1996)-  44 53 37.59003(N)    067 07 22.58083(W)     ADJUSTED  
 PD0663* NAVD 88     -         3.1    (meters)      10.     (feet)  VERTCON   
 PD0663  ___________________________________________________________________
 PD0663  LAPLACE CORR-           4.43  (seconds)                    DEFLEC99
 PD0663  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 PD0663
 PD0663  HORZ ORDER  -  THIRD
 PD0663
 PD0663.The horizontal coordinates were established by classical geodetic methods
 PD0663.and adjusted by the National Geodetic Survey in March 1998..
 PD0663
 PD0663.The NAVD 88 height was computed by applying the VERTCON shift value to
 PD0663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PD0663
 PD0663.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0663
 PD0663.The geoid height was determined by GEOID03.
 PD0663
 PD0663;                    North         East     Units Scale Factor Converg.
 PD0663;SPC ME E     -   137,262.446   408,766.505   MT  1.00004543   +0 58 19.3
 PD0663;UTM  19      - 4,972,864.109   648,214.351   MT  0.99987013   +1 19 30.2
 PD0663
 PD0663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0663!SPC ME E     -   1.00000306  x   1.00004543  =   1.00004849
 PD0663!UTM  19      -   1.00000306  x   0.99987013  =   0.99987319
 PD0663
 PD0663                          SUPERSEDED SURVEY CONTROL
 PD0663
 PD0663  NAD 83(1992)-  44 53 37.58021(N)    067 07 22.58145(W) AD(       ) 3
 PD0663  NAD 83(1986)-  44 53 37.57980(N)    067 07 22.58238(W) AD(       ) 3
 PD0663  NGVD 29 (09/20/87)    3.3    (m)           11.     (f) VERT ANG       
 PD0663
 PD0663.Superseded values are not recommended for survey control.
 PD0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0663.See file dsdata.txt to determine how the superseded data were derived.
 PD0663
 PD0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK4821472864(NAD 83)
 PD0663_MARKER: DD = SURVEY DISK
 PD0663_SETTING: 66 = SET IN ROCK OUTCROP
 PD0663_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 PD0663_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0663_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0663+STABILITY: POSITION/ELEVATION WELL
 PD0663
 PD0663  HISTORY     - Date     Condition        Report By
 PD0663  HISTORY     - 1986     MONUMENTED       NOS
 PD0663
 PD0663                          STATION DESCRIPTION
 PD0663
 PD0663'DESCRIBED BY NATIONAL OCEAN SERVICE 1986 (JGF)
 PD0663'THE STATION IS LOCATED ON A LEDGE THAT BARELY PROJECTS AT HIGH
 PD0663'TIDE, AT THE POINT BETWEEN SCHOONER COVE AND LONG COVE, ABOUT 5 MILES
 PD0663'WEST OF EASTPORT.
 PD0663'
 PD0663'TO REACH THE STATION, GO BE BOAT FROM EASTPORT.
 PD0663'
 PD0663'THE STATION IS A STANDARD NOS DISK STAMPED---RUBB 1986---,SET INTO A
 PD0663'DRILL HOLE IN BEDROCK.
 PD0663'IT IS LOCATED,
 PD0663'ON THE HIGHEST PART OF LEDGE NO MORE THAN 4.0 METERS (13.1FT) FROM
 PD0663'MHWL IN ANY DIRECTION.
 PD0663'
 PD0663'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 PD0663'DESCRIBED BY PBW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1999 ***********************************************************************
 PE1999  DESIGNATION -  RUDDER
 PE1999  PID         -  PE1999
 PE1999  STATE/COUNTY-  ME/HANCOCK
 PE1999  USGS QUAD   -  STINSON NECK (1983)
 PE1999
 PE1999                         *CURRENT SURVEY CONTROL
 PE1999  ___________________________________________________________________
 PE1999* NAD 83(1996)-  44 11 50.84146(N)    068 33 09.78901(W)     ADJUSTED  
 PE1999* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 PE1999  ___________________________________________________________________
 PE1999  LAPLACE CORR-           4.56  (seconds)                    DEFLEC99
 PE1999  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 PE1999
 PE1999  HORZ ORDER  -  THIRD
 PE1999
 PE1999.The horizontal coordinates were established by classical geodetic methods
 PE1999.and adjusted by the National Geodetic Survey in March 1998..
 PE1999
 PE1999.The orthometric height was scaled from a topographic map.
 PE1999
 PE1999.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1999
 PE1999.The geoid height was determined by GEOID03.
 PE1999
 PE1999;                    North         East     Units Scale Factor Converg.
 PE1999;SPC ME E     -    58,971.939   295,786.066   MT  0.99990022   -0 02 12.3
 PE1999;UTM  19      - 4,893,901.476   535,741.211   MT  0.99961571   +0 18 42.5
 PE1999
 PE1999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1999!SPC ME E     -   1.00000296  x   0.99990022  =   0.99990318
 PE1999!UTM  19      -   1.00000296  x   0.99961571  =   0.99961867
 PE1999
 PE1999|---------------------------------------------------------------------|
 PE1999| PID    Reference Object                     Distance      Geod. Az  |
 PE1999|                                                           dddmmss.s |
 PE1999| CE8677 RUDDER RM 2                          13.005 METERS 01704     |
 PE1999| PE1996 EGG ROCK BEACON                     APPROX. 3.8 KM 1112122.8 |
 PE1999| CE8676 RUDDER RM 1                          12.775 METERS 24621     |
 PE1999| PE1990 HAVEN                               APPROX. 3.5 KM 3161101.6 |
 PE1999|---------------------------------------------------------------------|
 PE1999
 PE1999                          SUPERSEDED SURVEY CONTROL
 PE1999
 PE1999  NAD 83(1992)-  44 11 50.85002(N)    068 33 09.77302(W) AD(       ) 3
 PE1999  NAD 83(1986)-  44 11 50.85421(N)    068 33 09.78139(W) AD(       ) 3
 PE1999  NAD 27      -  44 11 50.56800(N)    068 33 11.71300(W) AD(       ) 3
 PE1999
 PE1999.Superseded values are not recommended for survey control.
 PE1999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1999.See file dsdata.txt to determine how the superseded data were derived.
 PE1999
 PE1999_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ3574193901(NAD 83)
 PE1999
 PE1999  HISTORY     - Date     Condition        Report By
 PE1999  HISTORY     - 1945     MONUMENTED       CGS
 PE1999  HISTORY     - 1956     SEE DESCRIPTION  CGS
 PE1999
 PE1999                          STATION DESCRIPTION
 PE1999
 PE1999'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (IRR)
 PE1999'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 PE1999'GOOD CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE
 PE1999'VERIFIED.  THE ORIGINAL DESCRIPTION IS ADEQUATE AND COMPLETE
 PE1999'WITH THE FOLLOWING ADDITIONS--
 PE1999'
 PE1999'THE STATION MARK IS STAMPED RUDDER 1945.  THE REFERENCE MARKS
 PE1999'ARE STAMPED RUDDER 1945 1 AND 2, RESPECTIVELY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0664 ***********************************************************************
 PD0664  DESIGNATION -  RUIN
 PD0664  PID         -  PD0664
 PD0664  STATE/COUNTY-  ME/WASHINGTON
 PD0664  USGS QUAD   -  EASTPORT (1977)
 PD0664
 PD0664                         *CURRENT SURVEY CONTROL
 PD0664  ___________________________________________________________________
 PD0664* NAD 83(1996)-  44 54 08.02406(N)    066 59 05.41691(W)     ADJUSTED  
 PD0664* NAVD 88     -                                                        
 PD0664  ___________________________________________________________________
 PD0664  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 PD0664  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 PD0664
 PD0664  HORZ ORDER  -  THIRD
 PD0664
 PD0664.The horizontal coordinates were established by classical geodetic methods
 PD0664.and adjusted by the National Geodetic Survey in March 1998..
 PD0664
 PD0664
 PD0664.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0664
 PD0664.The geoid height was determined by GEOID03.
 PD0664
 PD0664;                    North         East     Units Scale Factor Converg.
 PD0664;SPC ME E     -   138,396.186   419,656.829   MT  1.00007601   +1 04 10.8
 PD0664;UTM  19      - 4,974,064.734   659,095.630   MT  0.99991125   +1 25 22.1
 PD0664
 PD0664                          SUPERSEDED SURVEY CONTROL
 PD0664
 PD0664  NAD 83(1992)-  44 54 08.01371(N)    066 59 05.41852(W) AD(       ) 3
 PD0664  NAD 83(1986)-  44 54 08.01201(N)    066 59 05.41555(W) AD(       ) 3
 PD0664  NGVD 29 (09/20/87)    4.6    (m)           15.     (f) VERT ANG       
 PD0664
 PD0664.Superseded values are not recommended for survey control.
 PD0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0664.See file dsdata.txt to determine how the superseded data were derived.
 PD0664
 PD0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5909674065(NAD 83)
 PD0664_MARKER: DD = SURVEY DISK
 PD0664_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PD0664_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0664+STABILITY: SURFACE MOTION
 PD0664
 PD0664  HISTORY     - Date     Condition        Report By
 PD0664  HISTORY     - 1986     MONUMENTED       NOS
 PD0664
 PD0664                          STATION DESCRIPTION
 PD0664
 PD0664'DESCRIBED BY NATIONAL OCEAN SERVICE 1986 (WVH)
 PD0664'THE STATION IS LOCATED ON THE WEST MOST OF 5 CEMENT PIER SUPPORTS
 PD0664'
 PD0664'TO REACH, FROM THE POST OFFICE PROCEED SOUTH ON WATER STREET
 PD0664'0.2 MILE TO A FORK AND TURN LEFT.  PROCEED 0.1 MILE TO CEMENT
 PD0664'PIER RUIN.
 PD0664'
 PD0664'THE STATION IS A NOS BRONZE DISK STAMPED---8519209---,CEMENTED
 PD0664'IN A DRILL HOLE IN THE RUINS OF A CEMENT PIER.
 PD0664'
 PD0664'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 PD0664'DESCRIBED BY J. G. FREDERICK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1168 ***********************************************************************
 PD1168  DESIGNATION -  RUIN 1945
 PD1168  PID         -  PD1168
 PD1168  STATE/COUNTY-  ME/WASHINGTON
 PD1168  USGS QUAD   -  SCHOODIC LAKE (1984)
 PD1168
 PD1168                         *CURRENT SURVEY CONTROL
 PD1168  ___________________________________________________________________
 PD1168* NAD 83(1996)-  44 38 51.03882(N)    067 57 52.88532(W)     ADJUSTED  
 PD1168* NAVD 88     -        44.     (meters)     144.     (feet)  SCALED    
 PD1168  ___________________________________________________________________
 PD1168  LAPLACE CORR-           5.06  (seconds)                    DEFLEC99
 PD1168  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 PD1168
 PD1168  HORZ ORDER  -  THIRD
 PD1168
 PD1168.The horizontal coordinates were established by classical geodetic methods
 PD1168.and adjusted by the National Geodetic Survey in March 1998..
 PD1168
 PD1168.The orthometric height was scaled from a topographic map.
 PD1168
 PD1168.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1168
 PD1168.The geoid height was determined by GEOID03.
 PD1168
 PD1168;                    North         East     Units Scale Factor Converg.
 PD1168;SPC ME E     -   109,115.295   342,461.219   MT  0.99992216   +0 22 34.3
 PD1168;UTM  19      - 4,944,315.803   582,097.055   MT  0.99968288   +0 43 39.4
 PD1168
 PD1168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD1168!SPC ME E     -   0.99999688  x   0.99992216  =   0.99991904
 PD1168!UTM  19      -   0.99999688  x   0.99968288  =   0.99967976
 PD1168
 PD1168                          SUPERSEDED SURVEY CONTROL
 PD1168
 PD1168  NAD 83(1992)-  44 38 51.03462(N)    067 57 52.88520(W) AD(       ) 3
 PD1168  NAD 83(1986)-  44 38 51.03499(N)    067 57 52.88678(W) AD(       ) 3
 PD1168  NAD 27      -  44 38 50.77400(N)    067 57 54.86200(W) AD(       ) 3
 PD1168
 PD1168.Superseded values are not recommended for survey control.
 PD1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1168.See file dsdata.txt to determine how the superseded data were derived.
 PD1168
 PD1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK8209744316(NAD 83)
 PD1168
 PD1168  HISTORY     - Date     Condition        Report By
 PD1168  HISTORY     - 1945     MONUMENTED       CGS
 PD1168
 PD1168                          STATION DESCRIPTION
 PD1168
 PD1168'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (FLP)
 PD1168'STATION IS LOCATED ON A LOW HILL, 0.15 MILE W OF THE NARRAGUAGAS
 PD1168'RIVER, 1.25 MILES E OF THE WEST BRANCH, ABOUT 6.5 MILES W OF TUNK
 PD1168'MOUNTAIN, AND 2.75 MILES NW OF THE VILLAGE OF CHERRYFIELD.  THE
 PD1168'STATION IS SET IN LEDGE ROCK ABOUT 50 METERS E OF THE HIGHEST
 PD1168'POINT ON THE HILL AND IS 22.35 METERS WSW OF THE TALL STRIPPED
 PD1168'PINE TREE CONTAINING THE ECCENTRIC STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1700 ***********************************************************************
 QF1700  DESIGNATION -  RUIN IBC
 QF1700  PID         -  QF1700
 QF1700  STATE/COUNTY-  ME/WASHINGTON
 QF1700  USGS QUAD   -  FOREST CITY (1988)
 QF1700
 QF1700                         *CURRENT SURVEY CONTROL
 QF1700  ___________________________________________________________________
 QF1700* NAD 83(1996)-  45 39 56.32261(N)    067 43 55.10929(W)     ADJUSTED  
 QF1700* NAVD 88     -       134.     (meters)     440.     (feet)  SCALED    
 QF1700  ___________________________________________________________________
 QF1700  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 QF1700  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 QF1700
 QF1700  HORZ ORDER  -  THIRD
 QF1700
 QF1700.The horizontal coordinates were established by classical geodetic methods
 QF1700.and adjusted by the National Geodetic Survey in March 1998..
 QF1700
 QF1700.The orthometric height was scaled from a topographic map.
 QF1700
 QF1700.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1700
 QF1700.The geoid height was determined by GEOID03.
 QF1700
 QF1700;                    North         East     Units Scale Factor Converg.
 QF1700;SPC ME E     -   222,401.688   359,845.071   MT  0.99994402   +0 32 57.7
 QF1700;UTM  19      - 5,057,681.336   598,775.672   MT  0.99971995   +0 54 25.4
 QF1700
 QF1700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1700!SPC ME E     -   0.99998275  x   0.99994402  =   0.99992677
 QF1700!UTM  19      -   0.99998275  x   0.99971995  =   0.99970270
 QF1700
 QF1700|---------------------------------------------------------------------|
 QF1700| PID    Reference Object                     Distance      Geod. Az  |
 QF1700|                                                           dddmmss.s |
 QF1700| QF1699 REFERENCE MON 57=DAM REF MK          47.821 METERS 05944     |
 QF1700| QF1695 FIELD IBC                            77.996 METERS 06010     |
 QF1700| QF1613 FOREST CITY CHURCH SPIRE            405.163 METERS 1644348.7 |
 QF1700| QF1697 REFERENCE MON 58=DOUBLE ROCK        199.381 METERS 16710     |
 QF1700| QF1709 REFERENCE MON 56=CLOSE              242.775 METERS 23741     |
 QF1700| QF1707 MARSH IBC                           118.384 METERS 26319     |
 QF1700|---------------------------------------------------------------------|
 QF1700
 QF1700                          SUPERSEDED SURVEY CONTROL
 QF1700
 QF1700  NAD 83(1992)-  45 39 56.31950(N)    067 43 55.10758(W) AD(       ) 3
 QF1700  NAD 83(1986)-  45 39 56.32352(N)    067 43 55.12355(W) AD(       ) 3
 QF1700  NAD 27      -  45 39 56.10860(N)    067 43 57.09948(W) AD(       ) 3
 QF1700
 QF1700.Superseded values are not recommended for survey control.
 QF1700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1700.See file dsdata.txt to determine how the superseded data were derived.
 QF1700
 QF1700_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9877657681(NAD 83)
 QF1700_MARKER: DD = SURVEY DISK
 QF1700_SETTING: 80 = SET IN A BOULDER
 QF1700_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF1700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1700+STABILITY: SURFACE MOTION
 QF1700
 QF1700  HISTORY     - Date     Condition        Report By
 QF1700  HISTORY     - 1946     MONUMENTED       IBC
 QF1700  HISTORY     - 1955     GOOD             IBC
 QF1700
 QF1700                          STATION DESCRIPTION
 QF1700
 QF1700'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 QF1700'IN AN OPEN FIELD IN THE W PART OF FOREST CITY, NEW BRUNSWICK, ON THE
 QF1700'S SIDE OF THE ROAD LEADING TO GRAND LAKE WHERE CLARKS SAWMILL WAS.
 QF1700'IT IS 75 FEET S OF THE TREES ALONG S SIDE OF THE ROAD, 125 FEET E OF
 QF1700'THE BUSHES ALONG THE W, OR LAKE, SIDE OF THE FIELD, AND 10 FEET E OF
 QF1700'OF THE BEATEN PATH LEADING ACROSS THE FIELD FROM THE ROAD TO THE DAM
 QF1700'ACROSS THE OUTLET OF GRAND LAKE.
 QF1700'
 QF1700'STATION MARK IS AN IBC BRONZE STATION MARK IN THE MOST PROMINENT
 QF1700'ROCK IN THIS PART OF THE FIELD, A RIDGE - SHAPED, LIGHT - COLORED
 QF1700'ROCK 3 BY 3 FEET AND 1-1/2 FEET HIGH.
 QF1700
 QF1700                          STATION RECOVERY (1955)
 QF1700
 QF1700'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1700'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2596 ***********************************************************************
 PE2596  DESIGNATION -  RUINS
 PE2596  PID         -  PE2596
 PE2596  STATE/COUNTY-  ME/WALDO
 PE2596  USGS QUAD   -  BUCKSPORT (1982)
 PE2596
 PE2596                         *CURRENT SURVEY CONTROL
 PE2596  ___________________________________________________________________
 PE2596* NAD 83(1996)-  44 30 21.84147(N)    068 48 23.14308(W)     ADJUSTED  
 PE2596* NAVD 88     -        -1.     (meters)      -3.     (feet)  SCALED    
 PE2596  ___________________________________________________________________
 PE2596  LAPLACE CORR-           2.42  (seconds)                    DEFLEC99
 PE2596  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 PE2596
 PE2596  HORZ ORDER  -  THIRD
 PE2596
 PE2596.The horizontal coordinates were established by classical geodetic methods
 PE2596.and adjusted by the National Geodetic Survey in March 1998..
 PE2596
 PE2596.The orthometric height was scaled from a topographic map.
 PE2596
 PE2596.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2596
 PE2596.The geoid height was determined by GEOID03.
 PE2596
 PE2596;                    North         East     Units Scale Factor Converg.
 PE2596;SPC ME E     -    93,305.423   275,634.827   MT  0.99990730   -0 12 53.3
 PE2596;UTM  19      - 4,928,101.316   515,386.893   MT  0.99960291   +0 08 08.5
 PE2596
 PE2596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2596!SPC ME E     -   1.00000405  x   0.99990730  =   0.99991135
 PE2596!UTM  19      -   1.00000405  x   0.99960291  =   0.99960696
 PE2596
 PE2596                          SUPERSEDED SURVEY CONTROL
 PE2596
 PE2596  NAD 83(1992)-  44 30 21.84091(N)    068 48 23.12567(W) AD(       ) 3
 PE2596  NAD 83(1986)-  44 30 21.83794(N)    068 48 23.13420(W) AD(       ) 3
 PE2596
 PE2596.Superseded values are not recommended for survey control.
 PE2596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2596.See file dsdata.txt to determine how the superseded data were derived.
 PE2596
 PE2596_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1538728101(NAD 83)
 PE2596_MARKER: DD = SURVEY DISK
 PE2596_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PE2596_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE2596+STABILITY: SURFACE MOTION
 PE2596
 PE2596  HISTORY     - Date     Condition        Report By
 PE2596  HISTORY     - 1983     MONUMENTED       NOS
 PE2596
 PE2596                          STATION DESCRIPTION
 PE2596
 PE2596'DESCRIBED BY NATIONAL OCEAN SERVICE 1983 (RST)
 PE2596'THE STATION IS LOCATED JUST NORTH OF FORT POINT COVE,
 PE2596'SOUTH OF MILL COVE ON THE WEST SIDE OF THE PENOBSCOT
 PE2596'RIVER, EAST OF VERONA ISLAND.
 PE2596'
 PE2596'TO REACH THE STATION FROM THE HANCOCK BRIDGE AT BUCKSPORT,
 PE2596'MAINE, GO SOUTH ON US 1 FOR 4.5 KM (2.7 MI) TO A ROAD ON
 PE2596'THE LEFT.  TURN LEFT AND GO 1.1 KM (0.7 MI) TO A Y INTERSECTION,
 PE2596'BEAR LEFT AND GO 1.0 KM (0.6 MI) TO A ROAD LEFT.  TURN LEFT
 PE2596'AND GO 0.3 KM (0.2 MI) TO THE SHORE AND THE STATION.
 PE2596'
 PE2596'THE STATION IS A PLAIN BRONZE DISK 5 CM IN DIAMETER STAMPED,
 PE2596'---RUINS 1982---, SET IN A DRILL HOLE IN A 1 FT DIAMETER
 PE2596'CONCRETE FOOTING.
 PE2596'IT IS LOCATED
 PE2596'15.15 METERS (49.7 FT) NORTH FROM 12 FT DIAMETER, 8 FT HIGH
 PE2596'CONCRETE TANK LIKE STRUCTURE WITH AN OPEN TOP,
 PE2596'2.71 METERS (8.9 FT) WEST FROM A POWER POLE, AND
 PE2596'2.32 METERS (7.6 FT) EAST FROM A CONCRETE FOUNDATION ON THE WEST
 PE2596'SIDE OF THE RIVER.
 PE2596'
 PE2596'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 0.99 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0543 ***********************************************************************
 QH0543  DESIGNATION -  RUMP IBC
 QH0543  PID         -  QH0543
 QH0543  STATE/COUNTY-  ME/OXFORD
 QH0543  USGS QUAD   -  RUMP MOUNTAIN (1989)
 QH0543
 QH0543                         *CURRENT SURVEY CONTROL
 QH0543  ___________________________________________________________________
 QH0543* NAD 83(1996)-  45 12 13.46188(N)    071 03 48.62307(W)     ADJUSTED  
 QH0543* NAVD 88     -      1005.     (meters)    3297.     (feet)  SCALED    
 QH0543  ___________________________________________________________________
 QH0543  LAPLACE CORR-           2.19  (seconds)                    DEFLEC99
 QH0543  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 QH0543
 QH0543  HORZ ORDER  -  SECOND
 QH0543
 QH0543.The horizontal coordinates were established by classical geodetic methods
 QH0543.and adjusted by the National Geodetic Survey in March 1998..
 QH0543
 QH0543.The orthometric height was scaled from a topographic map.
 QH0543
 QH0543.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0543
 QH0543.The geoid height was determined by GEOID03.
 QH0543
 QH0543;                    North         East     Units Scale Factor Converg.
 QH0543;SPC ME W     -   263,764.559   829,540.444   MT  1.00002769   -0 38 11.2
 QH0543;UTM  19      - 5,007,654.968   337,941.741   MT  0.99992293   -1 27 52.6
 QH0543
 QH0543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0543!SPC ME W     -   0.99984652  x   1.00002769  =   0.99987421
 QH0543!UTM  19      -   0.99984652  x   0.99992293  =   0.99976946
 QH0543
 QH0543:                Primary Azimuth Mark                     Grid Az
 QH0543:SPC ME W     -  KENNEBAGO LOT                            119 28 47.1
 QH0543:UTM  19      -  KENNEBAGO LOT                            120 18 28.5
 QH0543
 QH0543|---------------------------------------------------------------------|
 QH0543| PID    Reference Object                     Distance      Geod. Az  |
 QH0543|                                                           dddmmss.s |
 QH0543| QH0307 KENNEBAGO LOT                       APPROX.22.2 KM 1185035.9 |
 QH0543| QH0308 SAWYER                              APPROX.24.7 KM 1533101.3 |
 QH0543| PF1181 LOW AZISCOOS                        APPROX.32.3 KM 1700754.6 |
 QH0543| PF0921 DIXVILLE                            APPROX.45.5 KM 2061327.3 |
 QH0543|---------------------------------------------------------------------|
 QH0543
 QH0543                          SUPERSEDED SURVEY CONTROL
 QH0543
 QH0543  NAD 83(1992)-  45 12 13.46159(N)    071 03 48.62167(W) AD(       ) 2
 QH0543  NAD 83(1992)-  45 12 13.46708(N)    071 03 48.61611(W) AD(       ) 2
 QH0543  NAD 83(1986)-  45 12 13.46644(N)    071 03 48.61829(W) AD(       ) 2
 QH0543  NAD 27      -  45 12 13.29300(N)    071 03 50.37300(W) AD(       ) 2
 QH0543
 QH0543.Superseded values are not recommended for survey control.
 QH0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0543.See file dsdata.txt to determine how the superseded data were derived.
 QH0543
 QH0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL3794207655(NAD 83)
 QH0543_MARKER: DD = SURVEY DISK
 QH0543_SETTING: 66 = SET IN ROCK OUTCROP
 QH0543_SP_SET: SET IN ROCK OUTCROP
 QH0543_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QH0543+STABILITY: POSITION/ELEVATION WELL
 QH0543
 QH0543  HISTORY     - Date     Condition        Report By
 QH0543  HISTORY     - 1916     MONUMENTED       IBC
 QH0543
 QH0543                          STATION DESCRIPTION
 QH0543
 QH0543'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1916 (JH)
 QH0543'IN TOWNSHIP 5, RANGE 5, ON RUMP MOUNTAIN (KNOWN ALSO AS CAMELS RUMP),
 QH0543'OVER WHICH THE MAINE - NEW HAMPSHIRE LINE PASSES, AND ABOUT 7 MILES
 QH0543'SOUTH OF MONUMENT 475, WHICH IS THE MAINE - NEW HAMPSHIRE CORNER.
 QH0543'THE STATION IS LOCATED ON THE HIGHEST POINT OF THE HIGHEST PEAK OF
 QH0543'THE MOUNTAIN.
 QH0543'
 QH0543'STATION MARK--A BRONZE DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 QH0543'ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1471 ***********************************************************************
 QG1471  PACS        -  This is a Primary Airport Control Station.
 QG1471  DESIGNATION -  RUNWAY
 QG1471  PID         -  QG1471
 QG1471  STATE/COUNTY-  ME/PENOBSCOT
 QG1471  USGS QUAD   -  LINCOLN WEST (1988)
 QG1471
 QG1471                         *CURRENT SURVEY CONTROL
 QG1471  ___________________________________________________________________
 QG1471* NAD 83(1996)-  45 21 41.70704(N)    068 32 00.85807(W)     ADJUSTED  
 QG1471* NAVD 88     -        63.13   (meters)     207.1    (feet)  GPS OBS   
 QG1471  ___________________________________________________________________
 QG1471  X           -   1,642,818.057 (meters)                     COMP
 QG1471  Y           -  -4,177,713.482 (meters)                     COMP
 QG1471  Z           -   4,515,701.141 (meters)                     COMP
 QG1471  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 QG1471  ELLIP HEIGHT-          38.75  (meters)          (01/07/02) GPS OBS
 QG1471  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 QG1471
 QG1471  HORZ ORDER  -  B
 QG1471  ELLP ORDER  -  FIFTH     CLASS I
 QG1471
 QG1471.This mark is at Lincoln Airport (LRG)
 QG1471
 QG1471.The horizontal coordinates were established by GPS observations
 QG1471.and adjusted by the National Geodetic Survey in July 1997..
 QG1471
 QG1471.The orthometric height was determined by GPS observations and a
 QG1471.high-resolution geoid model.
 QG1471
 QG1471.GPS derived orthometric heights for airport stations designated as
 QG1471.PACS or SACS are published to 2 decimal places.  This maintains
 QG1471.centimeter relative accuracy between the PACS and SACS.  It does
 QG1471.not indicate centimeter accuracy relative to other marks which are
 QG1471.part of the NAVD 88 network.
 QG1471
 QG1471.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QG1471
 QG1471.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1471
 QG1471.The ellipsoidal height was determined by GPS observations
 QG1471.and is referenced to NAD 83.
 QG1471
 QG1471.The geoid height was determined by GEOID03.
 QG1471
 QG1471;                    North         East     Units Scale Factor Converg.
 QG1471;SPC ME E     -   188,324.945   297,369.944   MT  0.99990009   -0 01 26.0
 QG1471;UTM  19      - 5,023,225.021   536,529.727   MT  0.99961641   +0 19 54.8
 QG1471
 QG1471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1471!SPC ME E     -   0.99999392  x   0.99990009  =   0.99989402
 QG1471!UTM  19      -   0.99999392  x   0.99961641  =   0.99961034
 QG1471
 QG1471|---------------------------------------------------------------------|
 QG1471| PID    Reference Object                     Distance      Geod. Az  |
 QG1471|                                                           dddmmss.s |
 QG1471| AB2657 LRG B                               355.534 METERS 15832     |
 QG1471| QG1414 ARP LIN                             234.889 METERS 19416     |
 QG1471|---------------------------------------------------------------------|
 QG1471
 QG1471                          SUPERSEDED SURVEY CONTROL
 QG1471
 QG1471  ELLIP H (07/24/97)   38.71   (m)                       GP(       ) 1 1
 QG1471  NAD 83(1992)-  45 21 41.70685(N)    068 32 00.85785(W) AD(1995.00) B
 QG1471  ELLIP H (04/19/96)   38.73   (m)                       GP(1995.00) 3 1
 QG1471  NAD 83(1992)-  45 21 41.70623(N)    068 32 00.85826(W) AD(       ) 1
 QG1471  ELLIP H (01/28/95)   38.72   (m)                       GP(       ) 4 2
 QG1471  NAD 83(1986)-  45 21 41.71640(N)    068 32 00.88402(W) AD(       ) 1
 QG1471  NGVD 29 (11/20/87)   63.5    (m)          208.     (f) GPS OBS        
 QG1471
 QG1471.Superseded values are not recommended for survey control.
 QG1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1471.See file dsdata.txt to determine how the superseded data were derived.
 QG1471
 QG1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL3653023225(NAD 83)
 QG1471_MARKER: DH = HORIZONTAL CONTROL DISK
 QG1471_SETTING: 66 = SET IN ROCK OUTCROP
 QG1471_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 QG1471_STAMPING: RUNWAY 1985
 QG1471_MARK LOGO: NGS   
 QG1471_MAGNETIC: N = NO MAGNETIC MATERIAL
 QG1471_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG1471+STABILITY: POSITION/ELEVATION WELL
 QG1471_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QG1471+SATELLITE: SATELLITE OBSERVATIONS - July 02, 1996
 QG1471
 QG1471  HISTORY     - Date     Condition        Report By
 QG1471  HISTORY     - 1985     MONUMENTED       NGS
 QG1471  HISTORY     - 19951031 GOOD             CHANCE
 QG1471  HISTORY     - 19960702 GOOD             NGS
 QG1471
 QG1471                          STATION DESCRIPTION
 QG1471
 QG1471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (MRM)
 QG1471'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI)
 QG1471'SOUTHWEST OF LINCOLN, AT THE LINCOLN REGIONAL AIRPORT, IN A BRUSH
 QG1471'AREA ALONG THE SINGLE RUNWAY.
 QG1471'OWNERSHIP--LINCOLN REGIONAL AIRPORT, MIKE MCFALLS - AIRPORT
 QG1471'MANAGER,  RR 1, P.O. BOX 87, LINCOLN CENTER ME 04458, PHONE
 QG1471'207-794-6113.
 QG1471'
 QG1471'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 AND
 QG1471'THE LINCOLN CONNECTOR (EXIT 55), GO EAST FOR
 QG1471'3.7 KM (2.3 MI) ON THE LINCOLN CONNECTOR TO A CROSSROAD, STATE
 QG1471'HIGHWAY 116.  CONTINUE AHEAD FOR 1.4 KM (0.85 MI) TO THE EAST END
 QG1471'OF A BRIDGE.  CONTINUE AHEAD FOR 0.8 KM (0.5 MI) TO A GRAVEL ROAD
 QG1471'LEFT.
 QG1471'TURN LEFT AND GO NORTHEAST FOR 0.4 KM (0.25 MI) ON THE GRAVEL ROAD
 QG1471'TO A GATE.  CONTINUE AHEAD FOR 0.2 KM (0.1 MI) TO THE TARMAC EDGE
 QG1471'AND STATION ARP LIN 1975 ON THE LEFT.  CONTINUE AHEAD FOR 150 METERS
 QG1471'(492 FT) TO THE FAR SIDE OF THE RUNWAY.  TURN LEFT AND GO NORTHWEST
 QG1471'FOR 150 METERS (492 FT) TO THE STATION ON THE RIGHT, ON A BANK.
 QG1471'
 QG1471'THE STATION IS A STANDARD NGS DISK
 QG1471'STAMPED---RUNWAY 1985---,
 QG1471'SET INTO A DRILL HOLE IN THE TOP OF ROCK OUTCROP.  LOCATED
 QG1471'30.5 METERS (100 FT) NORTHWEST FROM A 1 METER BY 1 METER BY 0.5
 QG1471'METERS BOULDER WITH A PAINTED TRIANGLE,
 QG1471'42.4 METERS (139 FT) NORTHEAST FROM THE APPROXIMATE CENTER OF THE
 QG1471'RUNWAY AND
 QG1471'1.25 METERS (4.1 FT) SOUTH FROM A WITNESS POST.
 QG1471'
 QG1471'HEIGHT OF LIGHT SHOWN WAS 1.4 METERS ABOVE THE MARK.
 QG1471'
 QG1471'AN EDM TIE WAS MADE TO STATION ARP LIN 1975.
 QG1471'
 QG1471'FAA AIRPORT SURVEYS, MAINE, OCTOBER-NOVEMBER 1985.
 QG1471'
 QG1471'THIS STATION SUITABLE FOR GPS SURVEYS.
 QG1471'
 QG1471'DESCRIBED BY R.T. WOODRUFF.
 QG1471
 QG1471                          STATION RECOVERY (1995)
 QG1471
 QG1471'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (CS)
 QG1471'RECOVERED AS DESCRIBED WITH THE FOLLOWING INFORMATION-  THIS STATION
 QG1471'IS DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION (PACS) - MAINE ANA
 QG1471'SURVEYS 1995
 QG1471
 QG1471                          STATION RECOVERY (1996)
 QG1471
 QG1471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (PDL)
 QG1471'THE STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) SOUTHWEST OF LINCOLN, AT
 QG1471'THE LINCOLN REGIONAL AIRPORT, IN A BRUSH AREA ALONG THE SINGLE RUNWAY.
 QG1471'OWNERSHIP--LINCOLN REGIONAL AIRPORT, KEITH STRANGE- AIRPORT MANAGER,
 QG1471'RR 3 BOX 1224, LINCOLN, ME 044587, PHONE 207-794-3471.  TO REACH THE
 QG1471'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 AND THE LINCOLN
 QG1471'CONNECTOR (EXIT 55) , GO EAST FOR 3.7 KM (2.30 MI) ON THE LINCOLN
 QG1471'CONNECTOR TO A CROSSROAD, STATE HIGHWAY 116.  CONTINUE AHEAD FOR 1.4
 QG1471'KM (0.85 MI) TO THE EAST END OF A BRIDGE.  CONTINUE AHEAD FOR 0.8 KM
 QG1471'(0.50 MI) TO A GRAVEL ROAD LEFT.  TURN LEFT AND GO NORTHEAST FOR 0.4
 QG1471'KM (0.25 MI) ON THE GRAVEL ROAD TO A GATE.  CONTINUE AHEAD FOR 0.2 KM
 QG1471'(0.10 MI) TO THE APRON EDGE AND STATION ARP LIN 1975 ON THE LEFT.
 QG1471'CONTINUE AHEAD FOR 150 METERS (492.1 FT) TO THE FAR SIDE OF THE
 QG1471'RUNWAY.  TURN LEFT AND GO NORTHWEST FOR 150 METERS (492.1 FT) TO THE
 QG1471'STATION ON THE RIGHT, ON A BANK.  THE STATION IS A STANDARD NGS DISK
 QG1471'STAMPED---RUNWAY 1985---, SET INTO A DRILL HOLE IN THE TOP OF ROCK
 QG1471'OUTCROP.LOCATED 30.5 METERS (100.1 FT) NORTHWEST FROM A 1 METER (3.3
 QG1471'FT) BY 1 METER (3.3 FT) BY 0.5 METERS (1.6 FT) BOULDER WITH A PAINTED
 QG1471'TRIANGLE, 42.4 METERS (139.1 FT) NORTHEAST FROM THE APPROXIMATE CENTER
 QG1471'OF THE RUNWAY.  THIS STATION IS DESIGNATED PRIMARY AIRPORT CONTROL
 QG1471'STATION (PACS) ---MAINE ANA SURVEYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0134 ***********************************************************************
 QG0134  DESIGNATION -  RUSH
 QG0134  PID         -  QG0134
 QG0134  STATE/COUNTY-  ME/PENOBSCOT
 QG0134  USGS QUAD   -  BENEDICTA (1989)
 QG0134
 QG0134                         *CURRENT SURVEY CONTROL
 QG0134  ___________________________________________________________________
 QG0134* NAD 83(1996)-  45 48 23.55100(N)    068 26 52.11090(W)     ADJUSTED  
 QG0134* NAVD 88     -       165.985  (meters)     544.57   (feet)  ADJUSTED  
 QG0134  ___________________________________________________________________
 QG0134  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 QG0134  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 QG0134  DYNAMIC HT  -         165.989 (meters)     544.58  (feet)  COMP
 QG0134  MODELED GRAV-     980,640.4   (mgal)                       NAVD 88
 QG0134
 QG0134  HORZ ORDER  -  SECOND
 QG0134  VERT ORDER  -  SECOND    CLASS 0
 QG0134
 QG0134.The horizontal coordinates were established by classical geodetic methods
 QG0134.and adjusted by the National Geodetic Survey in March 1998..
 QG0134
 QG0134.The orthometric height was determined by differential leveling
 QG0134.and adjusted by the National Geodetic Survey in June 1991..
 QG0134
 QG0134.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG0134
 QG0134.The geoid height was determined by GEOID03.
 QG0134
 QG0134.The dynamic height is computed by dividing the NAVD 88
 QG0134.geopotential number by the normal gravity value computed on the
 QG0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0134.degrees latitude (g = 980.6199 gals.).
 QG0134
 QG0134.The modeled gravity was interpolated from observed gravity values.
 QG0134
 QG0134;                    North         East     Units Scale Factor Converg.
 QG0134;SPC ME E     -   237,774.679   304,056.580   MT  0.99990020   +0 02 14.7
 QG0134;UTM  19      - 5,072,701.585   542,906.210   MT  0.99962263   +0 23 45.3
 QG0134
 QG0134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG0134!SPC ME E     -   0.99997776  x   0.99990020  =   0.99987796
 QG0134!UTM  19      -   0.99997776  x   0.99962263  =   0.99960040
 QG0134
 QG0134:                Primary Azimuth Mark                     Grid Az
 QG0134:SPC ME E     -  RUSH AZ MK                               129 39 34.5
 QG0134:UTM  19      -  RUSH AZ MK                               129 18 03.9
 QG0134
 QG0134|---------------------------------------------------------------------|
 QG0134| PID    Reference Object                     Distance      Geod. Az  |
 QG0134|                                                           dddmmss.s |
 QG0134| CE9520 RUSH AZ MK                                         1294149.2 |
 QG0134| QG0132 RUSH RM 2                            11.700 METERS 27059     |
 QG0134| QG0133 RUSH RM 1                             8.204 METERS 35313     |
 QG0134|---------------------------------------------------------------------|
 QG0134
 QG0134                          SUPERSEDED SURVEY CONTROL
 QG0134
 QG0134  NAD 83(1992)-  45 48 23.54936(N)    068 26 52.10699(W) AD(       ) 2
 QG0134  NAD 83(1986)-  45 48 23.55460(N)    068 26 52.11872(W) AD(       ) 2
 QG0134  NAD 27      -  45 48 23.37050(N)    068 26 54.01620(W) AD(       ) 2
 QG0134  NGVD 29 (??/??/92)  166.164  (m)          545.16   (f) ADJ UNCH    2 0
 QG0134
 QG0134.Superseded values are not recommended for survey control.
 QG0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0134.See file dsdata.txt to determine how the superseded data were derived.
 QG0134
 QG0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL4290672702(NAD 83)
 QG0134_MARKER: DS = TRIANGULATION STATION DISK
 QG0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0134_STAMPING: RUSH 1959
 QG0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0134+STABILITY: SURFACE MOTION
 QG0134
 QG0134  HISTORY     - Date     Condition        Report By
 QG0134  HISTORY     - 1959     MONUMENTED       CGS
 QG0134  HISTORY     - 1959     GOOD             CGS
 QG0134  HISTORY     - 1981     GOOD             MEDT
 QG0134
 QG0134                          STATION DESCRIPTION
 QG0134
 QG0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (HRL)
 QG0134'STATION IS LOCATED ABOUT 6-1/2 MILES SOUTH OF SHERMAN STATION, 5-1/2
 QG0134'MILES SOUTHWEST OF SHERMAN MILLS AND 1.75 MILES WEST-NORTHWEST
 QG0134'OF THE VILLAGE OF BENEDICTA.  STATION, A STANDARD DISK SET IN A
 QG0134'12X12 INCH CONCRETE MONUMENT AND STAMPED RUSH 1959 IS 31-1/2 FEET
 QG0134'NORTHEAST OF GATE POST, 5-1/2 FEET NORTHEAST OF A LARGE MAPLE
 QG0134'TREE, 8-1/2 FEET EAST OF FENCE AND 2-1/2 FEET EAST OF A WITNESS
 QG0134'POST.  THE MARK PROJECTS 4 INCHES.
 QG0134'
 QG0134'TO REACH FROM THE POST OFFICE IN SHERMAN MILLS, GO WESTERLY ON
 QG0134'STATE HIGHWAY NO. 158 FOR 1.5 MILES TO T INTERSECTION AT THE
 QG0134'VILLAGE OF SHERMAN.  TURN LEFT AND GO SOUTHERLY ON SURFACED ROAD
 QG0134'FOR 4.85 MILES TO THE VILLAGE OF BENEDICTA.  CONTUNUE SOUTHERLY ON
 QG0134'SURFACED ROAD FOR 0.3 MILE TO CROSSROADS.  TURN RIGHT AND GO
 QG0134'WESTERLY ON GRAVEL ROAD FOR 1.55 MILES TO BRIDGE OVER SALMON
 QG0134'STREAM.  CONTINUE WESTERLY, THENCE NORTHERLY ON GRAVEL ROAD FOR
 QG0134'0.7 MILE TO POLE GATE ON RIGHT (EAST) SIDE OF ROAD AND STATION
 QG0134'AS DESCRIBED.
 QG0134'
 QG0134'TO REACH AZIMUTH MARK FROM STATION, GO SOUTHEASTERLY ACROSS
 QG0134'FIELD FOR 0.2 MILE TO EDGE OF WOODS AND AZIMUTH MARK AS DESCRIBED.
 QG0134'
 QG0134'REFERENCE MARK NO. 1, A STANDARD DISK SET IN A 12X12 INCH
 QG0134'CONCRETE MONUMENT AND STAMPED RUSH NO 1 1959 IS 13-1/2 FEET
 QG0134'EAST OF APPROXIMATE CENTERLINE OF ROAD, 10 FEET SOUTHEAST OF A
 QG0134'MAPLE TREE, 13-1/2 FEET NORTH OF A LARGE ASH TREE AND 3-1/2
 QG0134'FEET EAST OF FENCELINE.  THE MARK PROJECTS 3 INCHES.
 QG0134'
 QG0134'REFERENCE MARK NO. 2, A STANDARD DISK SET IN A 12X12 INCH
 QG0134'CONCRETE MONUMENT AND STAMPED RUSH NO 2 1959 IS 17 FEET WEST OF
 QG0134'APPROXIMATE CENTERLINE OF ROAD, 10 FEET SOUTHWEST OF GATE POST,
 QG0134'8 FEET SOUTH OF FENCE AND 17 FEET EAST OF A SPRUCE TREE.  THE
 QG0134'MARK PROJECTS 3 INCHES.
 QG0134'
 QG0134'AZIMUTH MARK, A STANDARD DISK SET IN A 12X12 INCH CONCRETE
 QG0134'MONUMENT AND STAMPED RUSH 1959 IS 26 FEET WEST OF AN APPLE TREE, 14
 QG0134'FEET NORTH OF A SMALL SPRUCE TREE, 2 FEET NORTH OF WITNESS POST AND
 QG0134'0.5 FOOT WEST OF AN OLD ROCK FENCE.  THE MARK PROJECTS 3 INCHES.
 QG0134'
 QG0134'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 QG0134
 QG0134                          STATION RECOVERY (1959)
 QG0134
 QG0134'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 QG0134'2.4 MI SW FROM BENEDICTA.
 QG0134'0.2 MILE SOUTH ALONG AN ASPHALT ROAD FROM THE POST OFFICE AT
 QG0134'BENEDICTA, THENCE 2.2 MILES WEST AND NORTHWESTERLY ALONG A
 QG0134'GRAVEL ROAD, ABOUT 0.7 MILE NORTHWEST OF A WOODEN BRIDGE OVER
 QG0134'SALMON STREAM, 20 FEET EAST OF THE CENTER LINE OF ROAD, 31
 QG0134'FEET NORTHEAST OF A GATE POST AT A PASTURE ENTRANCE, 5 1/2
 QG0134'FEET NORTHEAST OF A LARGE MAPLE TREE, 8 1/2 FEET EAST OF A FENCE
 QG0134'LINE, 2 1/2 FEET EAST OF A METAL WITNESS POST, SET IN THE TOP
 QG0134'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND AND
 QG0134'ABOUT LEVEL WITH THE ROAD.
 QG0134
 QG0134                          STATION RECOVERY (1981)
 QG0134
 QG0134'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1981 (BJR)
 QG0134'RUSH - 1959 RECOVERED GOOD.
 QG0134'
 QG0134'RUSH NO. 1 - 1959 RECOVERED GOOD.
 QG0134'
 QG0134'RUSH NO. 2 - 1959 RECOVERED GOOD.
 QG0134'
 QG0134'AZ RUSH - 1959 RECOVERED GOOD.
 QG0134'
 QG0134'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6.5 MI. SOUTH OF
 QG0134'SHERMAN STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0133 ***********************************************************************
 QG0133  DESIGNATION -  RUSH RM 1
 QG0133  PID         -  QG0133
 QG0133  STATE/COUNTY-  ME/PENOBSCOT
 QG0133  USGS QUAD   -  BENEDICTA (1989)
 QG0133
 QG0133                         *CURRENT SURVEY CONTROL
 QG0133  ___________________________________________________________________
 QG0133* NAD 83(1986)-  45 48 23.     (N)    068 26 52.     (W)     SCALED    
 QG0133* NAVD 88     -       166.126  (meters)     545.03   (feet)  ADJUSTED  
 QG0133  ___________________________________________________________________
 QG0133  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 QG0133  DYNAMIC HT  -         166.131 (meters)     545.05  (feet)  COMP
 QG0133  MODELED GRAV-     980,640.4   (mgal)                       NAVD 88
 QG0133
 QG0133  VERT ORDER  -  SECOND    CLASS 0
 QG0133
 QG0133.The horizontal coordinates were scaled from a topographic map and have
 QG0133.an estimated accuracy of +/- 6 seconds.
 QG0133
 QG0133.The orthometric height was determined by differential leveling
 QG0133.and adjusted by the National Geodetic Survey in June 1991..
 QG0133
 QG0133.The geoid height was determined by GEOID03.
 QG0133
 QG0133.The dynamic height is computed by dividing the NAVD 88
 QG0133.geopotential number by the normal gravity value computed on the
 QG0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0133.degrees latitude (g = 980.6199 gals.).
 QG0133
 QG0133.The modeled gravity was interpolated from observed gravity values.
 QG0133
 QG0133;                    North         East    Units  Estimated Accuracy
 QG0133;SPC ME E     -   237,760.      304,060.      MT  (+/- 180 meters Scaled)
 QG0133
 QG0133                          SUPERSEDED SURVEY CONTROL
 QG0133
 QG0133  NGVD 29 (??/??/92)  166.306  (m)          545.62   (f) ADJ UNCH    2 0
 QG0133
 QG0133.Superseded values are not recommended for survey control.
 QG0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0133.See file dsdata.txt to determine how the superseded data were derived.
 QG0133
 QG0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL429726(NAD 83)
 QG0133_MARKER: DR = REFERENCE MARK DISK
 QG0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0133_STAMPING: RUSH NO 1 1959
 QG0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0133+STABILITY: SURFACE MOTION
 QG0133
 QG0133  HISTORY     - Date     Condition        Report By
 QG0133  HISTORY     - 1959     MONUMENTED       CGS
 QG0133
 QG0133                          STATION DESCRIPTION
 QG0133
 QG0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QG0133'2.4 MI W FROM BENEDICTA.
 QG0133'0.2 MILE SOUTH ALONG AN ASPHALT ROAD FROM THE POST OFFICE AT
 QG0133'BENEDICTA, THENCE 2.2 MILES WESTERLY ALONG A GRAVEL ROAD, 26.9
 QG0133'FEET NORTH OF THE STATION, 14 FEET EAST OF THE CENTER LINE OF
 QG0133'THE ROAD, 10 FEET SOUTHEAST OF A MAPLE TREE, 3 FEET EAST OF
 QG0133'A FENCE LINE, SET IN THE TOP OF A CONCRETE POST PROJECTING
 QG0133'3 INCHES ABOVE THE GROUND AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0132 ***********************************************************************
 QG0132  DESIGNATION -  RUSH RM 2
 QG0132  PID         -  QG0132
 QG0132  STATE/COUNTY-  ME/PENOBSCOT
 QG0132  USGS QUAD   -  BENEDICTA (1989)
 QG0132
 QG0132                         *CURRENT SURVEY CONTROL
 QG0132  ___________________________________________________________________
 QG0132* NAD 83(1986)-  45 48 23.     (N)    068 26 52.     (W)     SCALED    
 QG0132* NAVD 88     -       166.354  (meters)     545.78   (feet)  ADJUSTED  
 QG0132  ___________________________________________________________________
 QG0132  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 QG0132  DYNAMIC HT  -         166.359 (meters)     545.80  (feet)  COMP
 QG0132  MODELED GRAV-     980,640.4   (mgal)                       NAVD 88
 QG0132
 QG0132  VERT ORDER  -  SECOND    CLASS 0
 QG0132
 QG0132.The horizontal coordinates were scaled from a topographic map and have
 QG0132.an estimated accuracy of +/- 6 seconds.
 QG0132
 QG0132.The orthometric height was determined by differential leveling
 QG0132.and adjusted by the National Geodetic Survey in June 1991..
 QG0132
 QG0132.The geoid height was determined by GEOID03.
 QG0132
 QG0132.The dynamic height is computed by dividing the NAVD 88
 QG0132.geopotential number by the normal gravity value computed on the
 QG0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0132.degrees latitude (g = 980.6199 gals.).
 QG0132
 QG0132.The modeled gravity was interpolated from observed gravity values.
 QG0132
 QG0132;                    North         East    Units  Estimated Accuracy
 QG0132;SPC ME E     -   237,760.      304,060.      MT  (+/- 180 meters Scaled)
 QG0132
 QG0132                          SUPERSEDED SURVEY CONTROL
 QG0132
 QG0132  NGVD 29 (??/??/92)  166.534  (m)          546.37   (f) ADJ UNCH    2 0
 QG0132
 QG0132.Superseded values are not recommended for survey control.
 QG0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0132.See file dsdata.txt to determine how the superseded data were derived.
 QG0132
 QG0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL429726(NAD 83)
 QG0132_MARKER: DR = REFERENCE MARK DISK
 QG0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0132_STAMPING: RUSH NO 2 1959
 QG0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0132+STABILITY: SURFACE MOTION
 QG0132
 QG0132  HISTORY     - Date     Condition        Report By
 QG0132  HISTORY     - 1959     MONUMENTED       CGS
 QG0132
 QG0132                          STATION DESCRIPTION
 QG0132
 QG0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QG0132'2.4 MI W FROM BENEDICTA.
 QG0132'0.2 MILE SOUTH ALONG AN ASPHALT ROAD FROM THE POST OFFICE AT
 QG0132'BENEDICTA, THENCE 2.2 MILES WESTERLY ALONG A GRAVEL ROAD, 38.4
 QG0132'FEET WEST AND ACROSS THE ROAD FROM THE STATION, 17 FEET WEST
 QG0132'OF THE CENTER LINE OF THE ROAD, 10 FEET SOUTHWEST OF A GATE POST,
 QG0132'8 FEET SOUTH OF A FENCE LINE, SET IN THE TOP OF A CONCRETE POST
 QG0132'PROJECTING 3 INCHES ABOVE THE GROUND AND ABOUT LEVEL WITH THE
 QG0132'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2046 ***********************************************************************
 PE2046  DESIGNATION -  RUSS ISLAND 1868
 PE2046  PID         -  PE2046
 PE2046  STATE/COUNTY-  ME/HANCOCK
 PE2046  USGS QUAD   -  DEER ISLE (1983)
 PE2046
 PE2046                         *CURRENT SURVEY CONTROL
 PE2046  ___________________________________________________________________
 PE2046* NAD 83(1996)-  44 09 03.46396(N)    068 38 37.41268(W)     ADJUSTED  
 PE2046* NAVD 88     -        28.     (meters)      92.     (feet)  SCALED    
 PE2046  ___________________________________________________________________
 PE2046  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 PE2046  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 PE2046
 PE2046  HORZ ORDER  -  THIRD
 PE2046
 PE2046.The horizontal coordinates were established by classical geodetic methods
 PE2046.and adjusted by the National Geodetic Survey in March 1998..
 PE2046
 PE2046.The orthometric height was scaled from a topographic map.
 PE2046
 PE2046.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2046
 PE2046.The geoid height was determined by GEOID03.
 PE2046
 PE2046;                    North         East     Units Scale Factor Converg.
 PE2046;SPC ME E     -    53,814.965   288,502.724   MT  0.99990163   -0 06 00.4
 PE2046;UTM  19      - 4,888,701.806   528,491.453   MT  0.99960998   +0 14 53.4
 PE2046
 PE2046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2046!SPC ME E     -   0.99999953  x   0.99990163  =   0.99990116
 PE2046!UTM  19      -   0.99999953  x   0.99960998  =   0.99960951
 PE2046
 PE2046                          SUPERSEDED SURVEY CONTROL
 PE2046
 PE2046  NAD 83(1992)-  44 09 03.47062(N)    068 38 37.39016(W) AD(       ) 3
 PE2046  NAD 83(1986)-  44 09 03.47189(N)    068 38 37.38687(W) AD(       ) 3
 PE2046  NAD 27      -  44 09 03.19200(N)    068 38 39.35400(W) AD(       ) 3
 PE2046
 PE2046.Superseded values are not recommended for survey control.
 PE2046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2046.See file dsdata.txt to determine how the superseded data were derived.
 PE2046
 PE2046_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ2849188702(NAD 83)
 PE2046
 PE2046  HISTORY     - Date     Condition        Report By
 PE2046  HISTORY     - 1868     MONUMENTED       COASUR
 PE2046  HISTORY     - 1911     SEE DESCRIPTION  CGS
 PE2046  HISTORY     - 1945     SEE DESCRIPTION  CGS
 PE2046
 PE2046                          STATION DESCRIPTION
 PE2046
 PE2046'DESCRIBED BY COAST AND GEODETIC SURVEY 1911
 PE2046'ON THE SUMMIT LEDGE ON THE ISLAND OF THAT NAME LOCATED ON THE S
 PE2046'SIDE OF DEER ISLAND THOROFARE, ABOUT 1/2 MILE S OF THE SE PART OF
 PE2046'DEER ISLE, AND 1 MILE SE BY E OF STONINGTON.
 PE2046'
 PE2046'THE STATION IS MARKED BY A COPPER BOLT SET IN A HOLE IN A ROCK.
 PE2046'
 PE2046'TWO REFERENCE MARKS MARKED BY 3/4-INCH DRILLED HOLES FILLED
 PE2046'WITH LEAD ARE PLACED, RESPECTIVELY, 18.46 METERS SW AND 14.50
 PE2046'METERS W OF THE STATION.
 PE2046
 PE2046                          STATION RECOVERY (1945)
 PE2046
 PE2046'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (FLP)
 PE2046'RECOVERED AS DESCRIBED IN GOOD CONDITION.  DISTANCES TO
 PE2046'REFERENCE MARKS CHECKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1356 ***********************************************************************
 QG1356  DESIGNATION -  RUSSEL
 QG1356  PID         -  QG1356
 QG1356  STATE/COUNTY-  ME/PISCATAQUIS
 QG1356  USGS QUAD   -  WHETSTONE POND (1989)
 QG1356
 QG1356                         *CURRENT SURVEY CONTROL
 QG1356  ___________________________________________________________________
 QG1356* NAD 83(1996)-  45 13 56.65833(N)    069 36 50.52784(W)     ADJUSTED  
 QG1356* NAVD 88     -       664.9    (meters)    2181.     (feet)  VERTCON   
 QG1356  ___________________________________________________________________
 QG1356  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 QG1356  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 QG1356
 QG1356  HORZ ORDER  -  FIRST
 QG1356
 QG1356.The horizontal coordinates were established by classical geodetic methods
 QG1356.and adjusted by the National Geodetic Survey in March 1998..
 QG1356
 QG1356.The NAVD 88 height was computed by applying the VERTCON shift value to
 QG1356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QG1356
 QG1356.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1356
 QG1356.The geoid height was determined by GEOID03.
 QG1356
 QG1356;                    North         East     Units Scale Factor Converg.
 QG1356;SPC ME E     -   174,572.854   212,526.432   MT  0.99999405   -0 47 27.5
 QG1356;SPC ME W     -   266,707.496   943,395.257   MT  0.99998981   +0 23 32.5
 QG1356;UTM  19      - 5,008,951.558   451,800.659   MT  0.99962856   -0 26 09.4
 QG1356
 QG1356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1356!SPC ME E     -   0.99989968  x   0.99999405  =   0.99989373
 QG1356!SPC ME W     -   0.99989968  x   0.99998981  =   0.99988949
 QG1356!UTM  19      -   0.99989968  x   0.99962856  =   0.99952827
 QG1356
 QG1356|---------------------------------------------------------------------|
 QG1356| PID    Reference Object                     Distance      Geod. Az  |
 QG1356|                                                           dddmmss.s |
 QG1356| DA4542 RUSSEL RM 1                          13.864 METERS 01630     |
 QG1356| DA4543 RUSSEL RM 2                           9.393 METERS 14957     |
 QG1356| DA4541 RUSSEL AZ MK                                       2782719.9 |
 QG1356|---------------------------------------------------------------------|
 QG1356
 QG1356                          SUPERSEDED SURVEY CONTROL
 QG1356
 QG1356  NAD 83(1992)-  45 13 56.65656(N)    069 36 50.52292(W) AD(       ) 1
 QG1356  NAD 83(1986)-  45 13 56.65988(N)    069 36 50.53063(W) AD(       ) 1
 QG1356  NAD 27      -  45 13 56.48200(N)    069 36 52.34600(W) AD(       ) 1
 QG1356  NGVD 29 (07/19/86)  665.1    (m)         2182.     (f) VERT ANG       
 QG1356
 QG1356.Superseded values are not recommended for survey control.
 QG1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1356.See file dsdata.txt to determine how the superseded data were derived.
 QG1356
 QG1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL5180108952(NAD 83)
 QG1356
 QG1356  HISTORY     - Date     Condition        Report By
 QG1356  HISTORY     - 1941     MONUMENTED       CGS
 QG1356  HISTORY     - 1955     SEE DESCRIPTION  CGS
 QG1356
 QG1356                          STATION DESCRIPTION
 QG1356
 QG1356'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 QG1356'STATION IS LOCATED ON A BARE ROCK LEDGE ON THE WESTERN PART OF
 QG1356'THE SUMMIT OF RUSSELL MOUNTAIN, ABOUT 6 MILES (AIR LINE) SW
 QG1356'OF MONSON, 11 MILES WNW OF GUILFORD AND ABOUT 3.5 MILES SW OF
 QG1356'BLANCHARD.
 QG1356'
 QG1356'STATION IS MARKED BY A U.S.G.S. SQUARE BRONZE PLUG SET IN THE
 QG1356'BEDROCK.  THE PLUG HAS A HOLE DRILLED IN THE CENTER.
 QG1356'
 QG1356'NO UNDERGROUND MARK WAS SET.
 QG1356'
 QG1356'REFERENCE MARKS AND AZIMUTH MARK ARE STANDARD U.S.C. AND
 QG1356'G.S. BRONZE DISKS WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.
 QG1356'
 QG1356'REFERENCE MARK NO. 1 IS N.  NO. 2 IS SE, AND THE AZIMUTH MARK
 QG1356'IS ON A BARE LEDGE ALONG THE TRAIL ABOUT DUE W OF THE STATION.
 QG1356'
 QG1356'STATION IS REACHED FROM BLANCHARD BY GOING W ACROSS THE RIVER
 QG1356'ON A GRAVEL ROAD FOR 1.9 MILES TO AN OLD TOTE-ROAD TO THE SW
 QG1356'AND A SIGN MARKED HORSESHOE TRAIL.  THIS IS THE END OF TRUCK
 QG1356'TRAVEL.  PACK UP THE ROAD ABOUT 40 MINUTES TO THE TOP OF THE
 QG1356'SADDLE THEN TURN ABOUT DUE E AND FOLLOW THE RIDGE TO THE TOP
 QG1356'OF THE MOUNTAIN AND STATION.  THE LAST WATER ALONG TRAIL IS
 QG1356'ABOUT 1/4 MILE NW OF STATION.  TWO HOURS PACK.
 QG1356'
 QG1356'HEIGHT OF LIGHT ABOVE STATION MARK 16 FEET.
 QG1356
 QG1356                          STATION RECOVERY (1955)
 QG1356
 QG1356'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WRH)
 QG1356'THE STATION, AZIMUTH, AND REFERENCE MARKS WERE RECOVERED AND
 QG1356'FOUND TO BE IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS--
 QG1356'
 QG1356'THE STATION IS LOCATED ON A BARE, ROCK LEDGE ON THE WEST EDGE
 QG1356'OF THE TOP OF A TIMBERED HILL ABOUT 7 MILES AIRLINE
 QG1356'WEST-NORTHWEST OF UPPER ABBOT, 6 MILES AIRLINE SOUTHWEST OF
 QG1356'MONSON, AND 3 MILES AIRLINE SOUTHWEST OF BLANCHARD.
 QG1356'
 QG1356'TO REACH THE STATION FROM THE CROSS ROAD IN THE CENTER OF THE
 QG1356'VILLAGE OF BLANCHARD GO WEST AND SOUTHWEST ON A PAVED AND
 QG1356'GRAVELED ROAD FOR 2.0 MILES TO A SIGN, HALL ON THE RIGHT AND
 QG1356'A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH 0.9 MILE TO
 QG1356'A WASHED-OUT BRIDGE.  PACK SOUTH ALONG THE ROAD ABOUT 3/4 MILE
 QG1356'TO A RED POST ON THE RIGHT.  KEEP STRAIGHT AHEAD, SOUTH, ON
 QG1356'THE ROAD ABOUT 150 YARDS TO ANOTHER RED POST ON THE RIGHT AND
 QG1356'2 TRIANGULAR-BLAZED TREES ON THE LEFT.  PACK EAST ON A BLAZED
 QG1356'TRAIL FOR ABOUT 1/2 HOUR TO THE TOP OF A ROCKY LEDGE, A
 QG1356'CAIRN, AND THE AZIMUTH MARK.  CONTINUE EAST ON THE BLAZED
 QG1356'TRAIL ABOUT 1/2 HOUR TO THE TOP OF THE HILL AND THE STATION.
 QG1356'
 QG1356'THE STATION MARK IS A SQUARE BRONZE PLUG WITH A HOLE DRILLED
 QG1356'IN THE TOP SET IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS
 QG1356'FLUSH WITH THE SURROUNDING ROCK.
 QG1356'
 QG1356'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED RUSSELL
 QG1356'USGS NO 1 1941 CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 QG1356'THAT PROJECTS 2 FEET ABOVE THE GROUND AND IS 2 FEET HIGHER THAN
 QG1356'THE STATION.
 QG1356'
 QG1356'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED RUSSELL
 QG1356'USGS NO 2 1941 CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 QG1356'THAT IS FLUSH WITH THE SURROUNDING ROCK AND IS 2 FEET HIGHER
 QG1356'THAN THE STATION.
 QG1356'
 QG1356'THE AZIMUTH MARK IS A STANDARD DISK STAMPED RUSSELL USGS 1941
 QG1356'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH
 QG1356'WITH THE SURROUNDING ROCK.  IT IS 8 FEET SOUTH OF A 2-FOOT CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2073 ***********************************************************************
 OC2073  DESIGNATION -  RUSSELL
 OC2073  PID         -  OC2073
 OC2073  STATE/COUNTY-  ME/YORK
 OC2073  USGS QUAD   -  KENNEBUNK (1983)
 OC2073
 OC2073                         *CURRENT SURVEY CONTROL
 OC2073  ___________________________________________________________________
 OC2073* NAD 83(1996)-  43 25 47.63081(N)    070 33 43.14055(W)     ADJUSTED  
 OC2073* NAVD 88     -        36.8    (meters)     121.     (feet)  VERTCON   
 OC2073  ___________________________________________________________________
 OC2073  LAPLACE CORR-           3.72  (seconds)                    DEFLEC99
 OC2073  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 OC2073
 OC2073  HORZ ORDER  -  SECOND
 OC2073
 OC2073.The horizontal coordinates were established by classical geodetic methods
 OC2073.and adjusted by the National Geodetic Survey in March 1998..
 OC2073
 OC2073.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2073.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2073
 OC2073.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2073
 OC2073.The geoid height was determined by GEOID03.
 OC2073
 OC2073;                    North         East     Units Scale Factor Converg.
 OC2073;SPC ME W     -    66,349.172   867,992.175   MT  0.99997926   -0 16 18.4
 OC2073;UTM  19      - 4,809,740.823   373,575.605   MT  0.99979661   -1 04 26.2
 OC2073
 OC2073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2073!SPC ME W     -   0.99999838  x   0.99997926  =   0.99997764
 OC2073!UTM  19      -   0.99999838  x   0.99979661  =   0.99979499
 OC2073
 OC2073:                Primary Azimuth Mark                     Grid Az
 OC2073:SPC ME W     -  SACO YORK CABLE CORP ANTENNA             027 37 55.7
 OC2073:UTM  19      -  SACO YORK CABLE CORP ANTENNA             028 26 03.5
 OC2073
 OC2073|---------------------------------------------------------------------|
 OC2073| PID    Reference Object                     Distance      Geod. Az  |
 OC2073|                                                           dddmmss.s |
 OC2073| OC2647 SACO YORK CABLE CORP ANTENNA        APPROX. 9.9 KM 0272137.3 |
 OC2073| OC2072 RUSSELL RM 1                         14.603 METERS 06211     |
 OC2073| OC2074 RUSSELL AZ MK A PT                  259.795 METERS 19615     |
 OC2073| OC2075 RUSSELL AZ MK                       269.915 METERS 19840     |
 OC2073| CE8426 RUSSELL RM 2                         12.426 METERS 31723     |
 OC2073|---------------------------------------------------------------------|
 OC2073
 OC2073                          SUPERSEDED SURVEY CONTROL
 OC2073
 OC2073  NAD 83(1992)-  43 25 47.62949(N)    070 33 43.14170(W) AD(       ) 2
 OC2073  NAD 83(1986)-  43 25 47.63539(N)    070 33 43.14797(W) AD(       ) 2
 OC2073  NAD 27      -  43 25 47.33270(N)    070 33 44.95569(W) AD(       ) 2
 OC2073  NGVD 29 (07/19/86)   37.0    (m)          121.     (f) VERT ANG       
 OC2073
 OC2073.Superseded values are not recommended for survey control.
 OC2073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2073.See file dsdata.txt to determine how the superseded data were derived.
 OC2073
 OC2073_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ7357609741(NAD 83)
 OC2073_MARKER: DS = TRIANGULATION STATION DISK
 OC2073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC2073_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC2073
 OC2073  HISTORY     - Date     Condition        Report By
 OC2073  HISTORY     - 1976     MONUMENTED       NGS
 OC2073
 OC2073                          STATION DESCRIPTION
 OC2073
 OC2073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2073'THE STATION IS LOCATED ABOUT 3.25 MILES NORTH-NORTHWEST OF
 OC2073'KENNEBUNK, 1.85 MILES NORTHEAST OF WEST KENNEBUNK, 3.25 MILES
 OC2073'SOUTHEAST OF DAYS MILL AND 3.25 MILES SOUTH OF STATE ROUTE 111
 OC2073'WHICH RUNS EAST AND WEST.
 OC2073'
 OC2073'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 111 AND 35
 OC2073'ABOUT 6 MILES EAST OF ALFRED, GO SOUTHEASTERLY ON STATE ROUTE 35
 OC2073'FOR 2.0 MILES TO A SHARP CURVE TO THE LEFT. CONTINUE ON STATE
 OC2073'ROUTE 35 FOR 2.3 MILES TO KIMBALLL LANE ON THE LEFT.  CONTINUE
 OC2073'SOUTHEASTERLY ON STATE ROUTE 35 FOR 0.45 MILES TO JUNCTION
 OC2073'OLD ROUTE 35 ON THE LEFT.  TURN LEFT ONTO OLD STATE
 OC2073'ROUTE 35 AND GO 0.2 MILE TO THE STATION ON THE RIGHT.
 OC2073'
 OC2073'THE STATION MARK IS A STANDARD DISK STAMPED--RUSSELL 1976--SET
 OC2073'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH
 OC2073'THE GROUND SURFACE.  THERE IS NO UNDERGROUND MARK.  IT IS 4.4 FEET
 OC2073'EAST-NORTHEAST OF THE METAL WITNESS POST, 21.0 FEET WEST OF THE
 OC2073'CENTERLINE OF OLD STATE ROUTE 35, 59.0 FEET SOUTH-SOUTHEAST OF
 OC2073'POWER POLE 71-9 AND 49.5 FEET WEST OF THE WEST CORNER OF THE FENCE
 OC2073'WHICH SURROUNDS A CEMETARY.
 OC2073'
 OC2073'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK STAMPED--RUSSELL NO
 OC2073'1 1976--SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OC2073'AND IT IS FLUSH WITH THE GROUND SURFACE.  IT IS 2.9 FEET WEST OF THE
 OC2073'METAL WITNESS POST, 20.9 FEET EAST OF THE CENTERLINE OF OLD STATE
 OC2073'ROUTE 235 AND 21.5 FEET NORTHWEST OF THE CENTER OF, THE GATE
 OC2073'SOUTHWEST SIDE OF THE FENCE SURROUNDING A CEMETARY.
 OC2073'
 OC2073'REFERENCE MARK 2 IS A STANDARD REFERENCE DISK STAMPED--RUSSELL NO 2
 OC2073'1976--SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OC2073'MONUMENT AND IT IS 2 INCHES BELOW THE GROUND SURFACE.  IT IS 3.9
 OC2073'FEET NORTH-NORTHEAST OF THE METAL WITNESS POST, 18.89 FEET
 OC2073'SOUTH-SOUTHWEST OF THE CENTERLINE OF OLD STATE ROUTE 35
 OC2073'AND 18.8 FEET EAST-SOUTHEAST OF POWER POLE 71-9.
 OC2073'
 OC2073'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED--RUSSELL
 OC2073'AZ 1976--SET IN THE TOP OF A 12-INCH CLYLINDRICAL CONCRETE
 OC2073'MONUMENT AND IT IS FLUSH WITH THE GROUND SURFACE.  IT IS 3.9
 OC2073'FEET EAST OF THE METAL WITNESS POST, 8.4 FEET NORTH OF POWER
 OC2073'POLE 81 AND 25.2 FEET WEST OF THE CENTERLINE STATE ROUTE 35.
 OC2073'
 OC2073'TO REACH THE AZIMUTH FROM THE STATION GO SOUTHERLY ON OLD
 OC2073'STATE ROUTE 35 FOR 0.15 MILE TO THE JUNCTION OF STATE ROUTE 35
 OC2073'AND THE AZIMUTH IS 125 FEET SOUTHWEST OF SAID INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0914 ***********************************************************************
 QF0914  DESIGNATION -  RUSSELL
 QF0914  PID         -  QF0914
 QF0914  STATE/COUNTY-  ME/WASHINGTON
 QF0914  USGS QUAD   -  CALAIS (1977)
 QF0914
 QF0914                         *CURRENT SURVEY CONTROL
 QF0914  ___________________________________________________________________
 QF0914* NAD 83(1996)-  45 08 34.23031(N)    067 18 37.71730(W)     ADJUSTED  
 QF0914* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 QF0914  ___________________________________________________________________
 QF0914  LAPLACE CORR-           4.96  (seconds)                    DEFLEC99
 QF0914  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 QF0914
 QF0914  HORZ ORDER  -  THIRD
 QF0914
 QF0914.The horizontal coordinates were established by classical geodetic methods
 QF0914.and adjusted by the National Geodetic Survey in March 1998..
 QF0914
 QF0914.The orthometric height was scaled from a topographic map.
 QF0914
 QF0914.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0914
 QF0914.The geoid height was determined by GEOID03.
 QF0914
 QF0914;                    North         East     Units Scale Factor Converg.
 QF0914;SPC ME E     -   164,704.804   393,547.411   MT  1.00000757   +0 50 35.8
 QF0914;UTM  19      - 5,000,206.964   632,828.910   MT  0.99981694   +1 11 52.2
 QF0914
 QF0914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0914!SPC ME E     -   1.00000133  x   1.00000757  =   1.00000890
 QF0914!UTM  19      -   1.00000133  x   0.99981694  =   0.99981827
 QF0914
 QF0914|---------------------------------------------------------------------|
 QF0914| PID    Reference Object                     Distance      Geod. Az  |
 QF0914|                                                           dddmmss.s |
 QF0914| QF0849 REFERENCE MON 211                   339.419 METERS 03138     |
 QF0914| QF0848 SQUIRREL PT IBC                     462.613 METERS 0562326.1 |
 QF0914| CE9522 RUSSELL RM 2                         16.822 METERS 08432     |
 QF0914| QF0846 RIDEOUT                             APPROX. 0.7 KM 1051231.1 |
 QF0914| QF0843 MC KAYS BARN CUPOLA IBC             APPROX. 0.8 KM 1125557.8 |
 QF0914| CE9521 RUSSELL RM 1                         15.360 METERS 12514     |
 QF0914| QF0915 REFERENCE MON 212                     0.213 METERS 30426     |
 QF0914| QF0850 HAW PT IBC                          453.388 METERS 3102939.5 |
 QF0914|---------------------------------------------------------------------|
 QF0914
 QF0914                          SUPERSEDED SURVEY CONTROL
 QF0914
 QF0914  NAD 83(1992)-  45 08 34.22518(N)    067 18 37.71548(W) AD(       ) 3
 QF0914  NAD 83(1986)-  45 08 34.22764(N)    067 18 37.72035(W) AD(       ) 3
 QF0914  NAD 27      -  45 08 33.95600(N)    067 18 39.75200(W) AD(       ) 3
 QF0914
 QF0914.Superseded values are not recommended for survey control.
 QF0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0914.See file dsdata.txt to determine how the superseded data were derived.
 QF0914
 QF0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL3282900207(NAD 83)
 QF0914_MARKER: DH = HORIZONTAL CONTROL DISK
 QF0914_SETTING: 80 = SET IN A BOULDER
 QF0914_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QF0914
 QF0914  HISTORY     - Date     Condition        Report By
 QF0914  HISTORY     - 1909     MONUMENTED       IBC
 QF0914
 QF0914                          STATION DESCRIPTION
 QF0914
 QF0914'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JEM)
 QF0914'ON THE S BANK OF THE ST CROIX RIVER, ON RUSSELL POINT, 1/2 MILE NE
 QF0914'OF THE INTERNATIONAL HIGHWAY BRIDGE AT BARING.  THE STATION IS WELL
 QF0914'OUT ON THE TIP OF THE POINT OUTSIDE THE GRASS LINE, ON A LARGE
 QF0914'BOULDER, 10 METERS FROM THE WATER LINE.
 QF0914'
 QF0914'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE IN THE BOULDER.
 QF0914'REFERENCE MONUMENT 212 IS SET IN THE SAME BOULDER, 21 CENTIMETERS NW
 QF0914'OF THE STATION.  A CROSS WITHIN A TRIANGLE IS CUT IN A LARGE ROCK
 QF0914'INSIDE THE LINE OF ALDERS S 54 DEGREES 46 MINUTES E, 15.36 METERS
 QF0914'FROM THE STATION, AND A LIKE MARK IS CUT ON A LARGE GRANITE BOULDER
 QF0914'THAT EMERGES FROM THE WATER ON THE E SIDE OF THE POINT N 84 DEGREES
 QF0914'32 MINUTES E, 16.82 METERS FROM THE STATION.
 QF0914'
 QF0914'LAND NOW OWNED BY MORESHEAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0665 ***********************************************************************
 PD0665  DESIGNATION -  RUTH
 PD0665  PID         -  PD0665
 PD0665  STATE/COUNTY-  ME/WASHINGTON
 PD0665  USGS QUAD   -  EASTPORT (1977)
 PD0665
 PD0665                         *CURRENT SURVEY CONTROL
 PD0665  ___________________________________________________________________
 PD0665* NAD 83(1996)-  44 52 35.42581(N)    067 06 47.86855(W)     ADJUSTED  
 PD0665* NAVD 88     -         2.4    (meters)       8.     (feet)  VERTCON   
 PD0665  ___________________________________________________________________
 PD0665  LAPLACE CORR-           4.40  (seconds)                    DEFLEC99
 PD0665  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 PD0665
 PD0665  HORZ ORDER  -  THIRD
 PD0665
 PD0665.The horizontal coordinates were established by classical geodetic methods
 PD0665.and adjusted by the National Geodetic Survey in March 1998..
 PD0665
 PD0665.The NAVD 88 height was computed by applying the VERTCON shift value to
 PD0665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PD0665
 PD0665.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0665
 PD0665.The geoid height was determined by GEOID03.
 PD0665
 PD0665;                    North         East     Units Scale Factor Converg.
 PD0665;SPC ME E     -   135,356.635   409,560.876   MT  1.00004756   +0 58 42.7
 PD0665;UTM  19      - 4,970,963.561   649,020.307   MT  0.99987308   +1 19 53.3
 PD0665
 PD0665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0665!SPC ME E     -   1.00000316  x   1.00004756  =   1.00005072
 PD0665!UTM  19      -   1.00000316  x   0.99987308  =   0.99987624
 PD0665
 PD0665                          SUPERSEDED SURVEY CONTROL
 PD0665
 PD0665  NAD 83(1992)-  44 52 35.41597(N)    067 06 47.86921(W) AD(       ) 3
 PD0665  NAD 83(1986)-  44 52 35.41569(N)    067 06 47.86979(W) AD(       ) 3
 PD0665  NGVD 29 (09/20/87)    2.6    (m)            9.     (f) VERT ANG       
 PD0665
 PD0665.Superseded values are not recommended for survey control.
 PD0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0665.See file dsdata.txt to determine how the superseded data were derived.
 PD0665
 PD0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK4902070964(NAD 83)
 PD0665_MARKER: DD = SURVEY DISK
 PD0665_SETTING: 66 = SET IN ROCK OUTCROP
 PD0665_SP_SET: SET IN A ROCK LEDGE
 PD0665_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0665_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0665+STABILITY: POSITION/ELEVATION WELL
 PD0665
 PD0665  HISTORY     - Date     Condition        Report By
 PD0665  HISTORY     - 1986     MONUMENTED       NOS
 PD0665
 PD0665                          STATION DESCRIPTION
 PD0665
 PD0665'DESCRIBED BY NATIONAL OCEAN SERVICE 1986 (JGF)
 PD0665'THE STATION IS LOCATED ON THE SE TIP OF FALLS ISLAND ON RUTH POINT,
 PD0665'APPROXIMATELY 60.96 METERS (200 FT) NE OF THE TIP OF THE POINT.
 PD0665'
 PD0665'TO REACH STATION, MAKE A LANDING ON THE SE TIP OF FALLS ISLAND.
 PD0665'
 PD0665'THE STATION IS A NOS BRONZE DISK STAMPED---RUTH 1986---,CEMENTED IN
 PD0665'A DRILL HOLE IN A CREVICE IN A ROCK LEDGE.
 PD0665'IT IS LOCATED,
 PD0665'3.65 METERS (12FT) SOUTH FROM A 6 INCH CEDAR WITH WITNESS SIGN
 PD0665'1.21 METERS (4FT) W FROM THE HIGH WATER LINE
 PD0665'0.30 METERS (1 FT) ABOVE THE HIGH WATER LINE.
 PD0665'
 PD0665'HEIGHT OF LIGHT SHOWN WAS 1.6 METERS ABOVE THE MARK.
 PD0665'DESCRIBED BY J. G. FREDERICK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0415 ***********************************************************************
 OB0415  DESIGNATION -  RUTHERFORD ISLAND SQUARE TOWER
 OB0415  PID         -  OB0415
 OB0415  STATE/COUNTY-  ME/LINCOLN
 OB0415  USGS QUAD   -  PEMAQUID POINT (1997)
 OB0415
 OB0415                         *CURRENT SURVEY CONTROL
 OB0415  ___________________________________________________________________
 OB0415* NAD 83(1996)-  43 51 17.76764(N)    069 33 03.85724(W)     ADJUSTED  
 OB0415* NAVD 88     -                                                        
 OB0415  ___________________________________________________________________
 OB0415  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 OB0415  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 OB0415
 OB0415  HORZ ORDER  -  THIRD
 OB0415
 OB0415.The horizontal coordinates were established by classical geodetic methods
 OB0415.and adjusted by the National Geodetic Survey in March 1998..
 OB0415
 OB0415
 OB0415.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0415
 OB0415.The geoid height was determined by GEOID03.
 OB0415
 OB0415;                    North         East     Units Scale Factor Converg.
 OB0415;SPC ME W     -   113,679.862   949,493.079   MT  0.99999678   +0 25 35.5
 OB0415;SPC ME E     -    21,453.013   215,500.683   MT  0.99998779   -0 43 41.7
 OB0415;UTM  19      - 4,855,908.614   455,710.802   MT  0.99962413   -0 22 54.5
 OB0415
 OB0415                          SUPERSEDED SURVEY CONTROL
 OB0415
 OB0415  NAD 83(1992)-  43 51 17.76636(N)    069 33 03.85047(W) AD(       ) 4
 OB0415  NAD 83(1986)-  43 51 17.77161(N)    069 33 03.85656(W) AD(       ) 4
 OB0415  NAD 27      -  43 51 17.47300(N)    069 33 05.69500(W) AD(       ) 3
 OB0415
 OB0415.Superseded values are not recommended for survey control.
 OB0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0415.See file dsdata.txt to determine how the superseded data were derived.
 OB0415
 OB0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ5571155909(NAD 83)
 OB0415_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OB0415+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2006
 OB0415
 OB0415  HISTORY     - Date     Condition        Report By
 OB0415  HISTORY     - 1934     MONUMENTED       CGS
 OB0415  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0415  HISTORY     - 1988     GOOD             USPSQD
 OB0415  HISTORY     - 20060105 GOOD             USPSQD
 OB0415
 OB0415                          STATION DESCRIPTION
 OB0415
 OB0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0415'THE CENTER OF THE SQUARE OBSERVATION TOWER ON THE E SIDE OF
 OB0415'RUTHERFORD ISLAND IN THE TOWNSHIP OF SOUTH BRISTOL.
 OB0415
 OB0415                          STATION RECOVERY (1942)
 OB0415
 OB0415'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (HOF)
 OB0415'STATION RECOVERED AS DESCRIBED, WITH THE FOLLOWING EXCEPTION--
 OB0415'
 OB0415'IT IS IN THE TOWNSHIP OF BRISTOL INSTEAD OF SOUTH BRISTOL.
 OB0415
 OB0415                          STATION RECOVERY (1988)
 OB0415
 OB0415'RECOVERY NOTE BY US POWER SQUADRON 1988 (WSD)
 OB0415'RECOVERED IN GOOD CONDITION.
 OB0415
 OB0415                          STATION RECOVERY (2006)
 OB0415
 OB0415'RECOVERY NOTE BY US POWER SQUADRON 2006 (JEK)
 OB0415'TOWER HAS BEEN PAINTED WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1833 ***********************************************************************
 OC1833  DESIGNATION -  RY USE 1930
 OC1833  PID         -  OC1833
 OC1833  STATE/COUNTY-  ME/CUMBERLAND
 OC1833  USGS QUAD   -  PORTLAND WEST (1978)
 OC1833
 OC1833                         *CURRENT SURVEY CONTROL
 OC1833  ___________________________________________________________________
 OC1833* NAD 83(1996)-  43 40 42.27065(N)    070 15 09.77740(W)     ADJUSTED  
 OC1833* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 OC1833  ___________________________________________________________________
 OC1833  LAPLACE CORR-           3.61  (seconds)                    DEFLEC99
 OC1833  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 OC1833
 OC1833  HORZ ORDER  -  THIRD
 OC1833
 OC1833.The horizontal coordinates were established by classical geodetic methods
 OC1833.and adjusted by the National Geodetic Survey in March 1998..
 OC1833
 OC1833.The orthometric height was scaled from a topographic map.
 OC1833
 OC1833.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1833
 OC1833.The geoid height was determined by GEOID03.
 OC1833
 OC1833;                    North         East     Units Scale Factor Converg.
 OC1833;SPC ME W     -    93,886.398   893,061.377   MT  0.99996726   -0 03 33.9
 OC1833;UTM  19      - 4,836,917.803   399,023.330   MT  0.99972541   -0 51 54.8
 OC1833
 OC1833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1833!SPC ME W     -   1.00000398  x   0.99996726  =   0.99997124
 OC1833!UTM  19      -   1.00000398  x   0.99972541  =   0.99972939
 OC1833
 OC1833:                Primary Azimuth Mark                     Grid Az
 OC1833:SPC ME W     -  MACKEY USE 1909                          058 07 18.1
 OC1833:UTM  19      -  MACKEY USE 1909                          058 55 39.0
 OC1833
 OC1833|---------------------------------------------------------------------|
 OC1833| PID    Reference Object                     Distance      Geod. Az  |
 OC1833|                                                           dddmmss.s |
 OC1833| OC1726 MACKEY USE 1909                     APPROX. 1.8 KM 0580344.2 |
 OC1833|---------------------------------------------------------------------|
 OC1833
 OC1833                          SUPERSEDED SURVEY CONTROL
 OC1833
 OC1833  NAD 83(1992)-  43 40 42.26925(N)    070 15 09.77842(W) AD(       ) 3
 OC1833  NAD 83(1986)-  43 40 42.27518(N)    070 15 09.78387(W) AD(       ) 3
 OC1833  NAD 27      -  43 40 42.00600(N)    070 15 11.61700(W) AD(       ) 3
 OC1833
 OC1833.Superseded values are not recommended for survey control.
 OC1833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1833.See file dsdata.txt to determine how the superseded data were derived.
 OC1833
 OC1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9902336918(NAD 83)
 OC1833
 OC1833  HISTORY     - Date     Condition        Report By
 OC1833  HISTORY     - 1930     MONUMENTED       CGS
 OC1833  HISTORY     - 1933     SEE DESCRIPTION  CGS
 OC1833  HISTORY     - 1941     SEE DESCRIPTION  CGS
 OC1833
 OC1833                          STATION DESCRIPTION
 OC1833
 OC1833'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1833'A STATION OF THE U.S.E.D., ESTABLISHED IN 1930 LOCATED ON THE
 OC1833'STONE RETAINING WALL ALONG THE TRACKS OF THE GRAND TRUNK RAILWAY,
 OC1833'JUST N OF THE BRIDGE ACROSS THE ENTRANCE TO BACK COVE ON THE E
 OC1833'SIDE OF PORTLAND.
 OC1833'
 OC1833'THE STATION MARK CONSISTS OF A DRILL HOLE IN THE STONE WALL
 OC1833'AROUND WHICH IS CHISELED A TRIANGLE.  IT IS 58.8 METERS N OF A
 OC1833'POINT ON THE E WALL OPPOSITE THE SECOND RAILROAD SEMAPHORE FROM
 OC1833'THE N END OF THE BRIDGE AND 0.87 METER E OF THE MOST EASTERLY
 OC1833'RAIL ON THE RIGHT OF WAY.
 OC1833'
 OC1833'THE STATION WAS NOT USED IN THE 1933 TRIANGULATION.
 OC1833
 OC1833                          STATION RECOVERY (1941)
 OC1833
 OC1833'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FLP)
 OC1833'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0932 ***********************************************************************
 QF0932  DESIGNATION -  RYE 1867
 QF0932  PID         -  QF0932
 QF0932  STATE/COUNTY-  ME/WASHINGTON
 QF0932  USGS QUAD   -  MEDDYBEMPS LAKE WEST (1987)
 QF0932
 QF0932                         *CURRENT SURVEY CONTROL
 QF0932  ___________________________________________________________________
 QF0932* NAD 83(1996)-  45 07 24.10989(N)    067 25 29.57479(W)     ADJUSTED  
 QF0932* NAVD 88     -       177.     (meters)     581.     (feet)  SCALED    
 QF0932  ___________________________________________________________________
 QF0932  LAPLACE CORR-           3.39  (seconds)                    DEFLEC99
 QF0932  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 QF0932
 QF0932  HORZ ORDER  -  FIRST
 QF0932
 QF0932.The horizontal coordinates were established by classical geodetic methods
 QF0932.and adjusted by the National Geodetic Survey in March 1998..
 QF0932
 QF0932.The orthometric height was scaled from a topographic map.
 QF0932
 QF0932.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0932
 QF0932.The geoid height was determined by GEOID03.
 QF0932
 QF0932;                    North         East     Units Scale Factor Converg.
 QF0932;SPC ME E     -   162,414.299   384,579.086   MT  0.99998793   +0 45 42.9
 QF0932;UTM  19      - 4,997,861.476   623,876.672   MT  0.99978869   +1 06 58.7
 QF0932
 QF0932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0932!SPC ME E     -   0.99997596  x   0.99998793  =   0.99996389
 QF0932!UTM  19      -   0.99997596  x   0.99978869  =   0.99976465
 QF0932
 QF0932:                Primary Azimuth Mark                     Grid Az
 QF0932:SPC ME E     -  LITTLE RIDGE CHURCH IBC                  008 52 14.9
 QF0932:UTM  19      -  LITTLE RIDGE CHURCH IBC                  008 30 59.1
 QF0932
 QF0932|---------------------------------------------------------------------|
 QF0932| PID    Reference Object                     Distance      Geod. Az  |
 QF0932|                                                           dddmmss.s |
 QF0932| QF0961 LITTLE RIDGE CHURCH IBC             APPROX. 9.9 KM 0093757.8 |
 QF0932| QF0919 MOHANNAS                            APPROX. 6.4 KM 0571626.9 |
 QF0932| QF1534 POKESHINE POLE IN TREE              APPROX.12.8 KM 2914036.3 |
 QF0932|---------------------------------------------------------------------|
 QF0932
 QF0932                          SUPERSEDED SURVEY CONTROL
 QF0932
 QF0932  NAD 83(1992)-  45 07 24.10504(N)    067 25 29.57302(W) AD(       ) 1
 QF0932  NAD 83(1986)-  45 07 24.10706(N)    067 25 29.57857(W) AD(       ) 1
 QF0932  NAD 27      -  45 07 23.83600(N)    067 25 31.60300(W) AD(       ) 1
 QF0932
 QF0932.Superseded values are not recommended for survey control.
 QF0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0932.See file dsdata.txt to determine how the superseded data were derived.
 QF0932
 QF0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK2387797861(NAD 83)
 QF0932_MARKER: B = BOLT
 QF0932_SETTING: 80 = SET IN A BOULDER
 QF0932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0932+STABILITY: SURFACE MOTION
 QF0932
 QF0932  HISTORY     - Date     Condition        Report By
 QF0932  HISTORY     - 1867     MONUMENTED       NGS
 QF0932  HISTORY     - 1908     SEE DESCRIPTION  CGS
 QF0932  HISTORY     - 1935     SEE DESCRIPTION  MEGS
 QF0932  HISTORY     - 1963     SEE DESCRIPTION  CGS
 QF0932
 QF0932                          STATION DESCRIPTION
 QF0932
 QF0932'DESCRIBED BY NATIONAL GEODETIC SURVEY 1867 (CHB)
 QF0932'ON THE HILL OR MOUNTAIN OF THAT NAME, ABOUT 5-1/2 MILES W BY N FROM
 QF0932'BARING, AND ABOUT 2-1/2 MILES SW FROM WOODLAND.  THE STATION IS ON
 QF0932'THE E PART OF THE SUMMIT AND THE GROUND TO THE W IS SLIGHTLY HIGHER.
 QF0932'THE STATION IS 180 FEET FROM A WOODEN FENCE AND 260 FEET FROM THE
 QF0932'REMAINS OF A STONE WALL.
 QF0932'
 QF0932'STATION MARK IS A COPPER BOLT SET IN A HOLE IN THE ROCK.  FOUR DRILL
 QF0932'HOLES FILLED WITH SULPHUR WERE PLACED AS REFERENCE MARKS, VIZ--TO THE
 QF0932'N, W, AND S, 18 INCHES DISTANT, AND TO THE E, 6 INCHES DISTANT FROM
 QF0932'THE STATION.
 QF0932
 QF0932                          STATION RECOVERY (1908)
 QF0932
 QF0932'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1908 (JEM)
 QF0932'STATION IS ON THE HILL OR MOUNTAIN OF THAT NAME, ABOUT 5-1/2
 QF0932'MILES W BY N FROM BARING AND ABOUT 2-1/2 MILES SW FROM
 QF0932'WOODLAND.  THE STATION IS ON THE EASTERN PART OF THE SUMMIT, AND
 QF0932'THE GROUND TO THE WESTWARD IS SLIGHTLY HIGHER.
 QF0932'
 QF0932'STATION MARK IS A COPPER BOLT SET IN A HOLE IN THE ROCK.  FOUR
 QF0932'DRILL HOLES FILLED WITH SULPHUR WERE PLACED AS REFERENCE MARKS,
 QF0932'VIZ--TO THE N, W, AND S, 18 INCHES DISTANT, AND TO THE E, 6 INCHES
 QF0932'DISTANT FROM THE STATION.
 QF0932
 QF0932                          STATION RECOVERY (1935)
 QF0932
 QF0932'RECOVERY NOTE BY MAINE GEODETIC SURVEY 1935
 QF0932'STONE WALL FENCE NO LONGER STANDING.  STATION LOCATED AS
 QF0932'DESCRIBED.  IN GOOD CONDITION.
 QF0932
 QF0932                          STATION RECOVERY (1963)
 QF0932
 QF0932'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (GAM)
 QF0932'THE STATION WAS RECOVERED AND THE MARK WAS FOUND IN GOOD CONDITION.
 QF0932'
 QF0932'TO REACH FROM THE JUNCTION OF HWY. 1 AND 9 IN WOODLAND, GO SOUTH
 QF0932'WEST ON HWY. 9 FOR 3.0 MILES TO A HOUSE ON THE LEFT AND A MAIL BOX
 QF0932'WITH THE NAME OF M. BROWNLEE, (WHO OWNS THE LAND WHERE THE MARK
 QF0932'IS, AND KNOWS EXACTLY WHERE IT IS LOCATED).  CONTINUE SOUTH
 QF0932'WEST ON HWY. 9 FOR 0.4 MILE TO A GRASSY ROAD ON THE RIGHT.  TURN
 QF0932'RIGHT AND GO UP HILL FOR 0.7 MILE TO A FORK, TAKE THE LEFT FORK
 QF0932'AND GO 0.1 MILE TO A SMALL CLEARING, FROM THIS POINT THE STATION
 QF0932'IS ABOUT 150 FEET SOUTH WEST.
 QF0932'
 QF0932'THE STATION MARK IS A COPPER BOLT SET IN A SMALL OUTCROPPING
 QF0932'OF ROCK AND IS FLUSH WITH THE GROUND.  IT IS ABOUT 9 FEET NORTH
 QF0932'OF A WITNESS SIGN NAILED TO A TREE.
 QF0932'
 QF0932'A SMALL CAIRN OF ROCKS HAS BEEN PLACED OVER THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0461 ***********************************************************************
 PD0461  DESIGNATION -  RYEFIELD RESET
 PD0461  PID         -  PD0461
 PD0461  STATE/COUNTY-  ME/WASHINGTON
 PD0461  USGS QUAD   -  JONESPORT (1977)
 PD0461
 PD0461                         *CURRENT SURVEY CONTROL
 PD0461  ___________________________________________________________________
 PD0461* NAD 83(1996)-  44 36 45.01463(N)    067 36 25.30169(W)     ADJUSTED  
 PD0461* NAVD 88     -        59.483  (meters)     195.15   (feet)  ADJUSTED  
 PD0461  ___________________________________________________________________
 PD0461  LAPLACE CORR-           4.09  (seconds)                    DEFLEC99
 PD0461  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 PD0461  DYNAMIC HT  -          59.481 (meters)     195.15  (feet)  COMP
 PD0461  MODELED GRAV-     980,588.2   (mgal)                       NAVD 88
 PD0461
 PD0461  HORZ ORDER  -  SECOND
 PD0461  VERT ORDER  -  SECOND    CLASS 0
 PD0461
 PD0461.The horizontal coordinates were established by classical geodetic methods
 PD0461.and adjusted by the National Geodetic Survey in March 1998..
 PD0461
 PD0461.The orthometric height was determined by differential leveling
 PD0461.and adjusted by the National Geodetic Survey in June 1991..
 PD0461
 PD0461.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0461
 PD0461.The geoid height was determined by GEOID03.
 PD0461
 PD0461.The dynamic height is computed by dividing the NAVD 88
 PD0461.geopotential number by the normal gravity value computed on the
 PD0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0461.degrees latitude (g = 980.6199 gals.).
 PD0461
 PD0461.The modeled gravity was interpolated from observed gravity values.
 PD0461
 PD0461;                    North         East     Units Scale Factor Converg.
 PD0461;SPC ME E     -   105,474.081   370,873.903   MT  0.99996175   +0 37 37.8
 PD0461;UTM  19      - 4,940,849.654   610,525.121   MT  0.99975022   +0 58 42.2
 PD0461
 PD0461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0461!SPC ME E     -   0.99999430  x   0.99996175  =   0.99995605
 PD0461!UTM  19      -   0.99999430  x   0.99975022  =   0.99974452
 PD0461
 PD0461|---------------------------------------------------------------------|
 PD0461| PID    Reference Object                     Distance      Geod. Az  |
 PD0461|                                                           dddmmss.s |
 PD0461| PD0460 RYEFIELD RM 1                         8.614 METERS 07212     |
 PD0461| PD1098 MOOSE A BEC RESET                   APPROX.14.0 KM 1504842.8 |
 PD0461| PD1119 INDIAN RIVER CHURCH 1               APPROX. 5.2 KM 2125657.3 |
 PD0461| PD1118 INDIAN RIVER CHURCH 2               APPROX. 5.2 KM 2133731.6 |
 PD0461| PD0462 RYEFIELD RM 2                         4.295 METERS 34004     |
 PD0461|---------------------------------------------------------------------|
 PD0461
 PD0461                          SUPERSEDED SURVEY CONTROL
 PD0461
 PD0461  NAD 83(1992)-  44 36 45.01085(N)    067 36 25.30015(W) AD(       ) 2
 PD0461  NAD 83(1986)-  44 36 45.00695(N)    067 36 25.30294(W) AD(       ) 2
 PD0461  NAD 27      -  44 36 44.72900(N)    067 36 27.32900(W) AD(       ) 2
 PD0461  NGVD 29 (??/??/92)   59.697  (m)          195.86   (f) ADJ UNCH    2 0
 PD0461
 PD0461.Superseded values are not recommended for survey control.
 PD0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0461.See file dsdata.txt to determine how the superseded data were derived.
 PD0461
 PD0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK1052540850(NAD 83)
 PD0461_MARKER: DS = TRIANGULATION STATION DISK
 PD0461_SETTING: 66 = SET IN ROCK OUTCROP
 PD0461_SP_SET: ROCK OUTCROP
 PD0461_STAMPING: RYEFIELD 1934
 PD0461_MAGNETIC: N = NO MAGNETIC MATERIAL
 PD0461_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0461+STABILITY: POSITION/ELEVATION WELL
 PD0461
 PD0461  HISTORY     - Date     Condition        Report By
 PD0461  HISTORY     - 1934     MONUMENTED       CGS
 PD0461  HISTORY     - 1913     SEE DESCRIPTION  CGS
 PD0461  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PD0461  HISTORY     - 1945     SEE DESCRIPTION  CGS
 PD0461  HISTORY     - 1959     SEE DESCRIPTION  CGS
 PD0461  HISTORY     - 1962     SEE DESCRIPTION  CGS
 PD0461  HISTORY     - 1962     GOOD             NGS
 PD0461  HISTORY     - 1973     SEE DESCRIPTION  MEDT
 PD0461  HISTORY     - 1986     GOOD             NOS
 PD0461
 PD0461                          STATION DESCRIPTION
 PD0461
 PD0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 PD0461'STATION IS ON A PROMINENT HILL ABOUT 4 MILES SSW FROM JONESBORO
 PD0461'AND ABOUT 300 METERS W OF THE MAIN ROAD BETWEEN JONESBORO AND
 PD0461'JONESPORT.  THE HEAD OF MASONS BAY IS ABOUT A MILE NE OF THE
 PD0461'STATION, AND THERE IS A SMALL SCHOOLHOUSE JUST UNDER THE HILL AND
 PD0461'ON THE W SIDE OF THE ROAD.  THE HILL IS PRACTICALLY FREE FROM
 PD0461'BRUSH NEAR THE TOP, BUT THE SIDES ARE MORE OR LESS COVERED.  THE
 PD0461'STATION IS ON A LEDGE AT THE HIGHEST POINT, AND IS MARKED BY A
 PD0461'DRILL HOLE SURROUNDED BY A TRIANGLE CUT IN THE ROCK AND
 PD0461'COVERED BY A CAIRN.
 PD0461
 PD0461                          STATION RECOVERY (1934)
 PD0461
 PD0461'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PD0461'STATION RECOVERED AS DESCRIBED.  IT IS ON A PROMINENT HILL ABOUT
 PD0461'4 MILES SSW FROM JONESBORO AND ABOUT 5.7 MILES N OF
 PD0461'JONESPORT.  LAND IS OWNED BY MR. MANSFIELD OF JONESPORT.  IT IS
 PD0461'IN A SUMMIT BROKEN LEDGE, 1.5 FEET W OF E 6-INCH SHEER FACE.
 PD0461'
 PD0461'STATION WAS RE-MARKED AND TWO REFERENCE MARKS ESTABLISHED.  ALL
 PD0461'MARKS ARE STANDARD DISKS WEDGED IN DRILL HOLES IN OUTCROPPING
 PD0461'BEDROCK.
 PD0461'
 PD0461'REFERENCE MARK NO. 1 IS 28.26 FEET E OF STATION IN ROUGH
 PD0461'LEDGE.  IT IS 0.5 FOOT N OF N EDGE OF A 1-FOOT WIDE AND LONG, 3
 PD0461'INCHES DEEP, U-DEPRESSION IN TOP OF LEDGE.  IT IS ABOUT 43 FEET
 PD0461'SE OF A 4-FOOT ROUND MOUND APPEARING BOULDER.
 PD0461'
 PD0461'REFERENCE MARK NO. 2 IS 14.09 FEET NNW OF STATION IN BROKEN
 PD0461'LEDGE.  IT IS 26.5 FEET SSW OF THE MOUND APPEARING BOULDER.
 PD0461'
 PD0461'REACHED FROM THE EASTERN JUNCTION OF HIGHWAYS 1A AND 187.  GO
 PD0461'S ON HIGHWAY 187 A DISTANCE OF 3.1 MILES TO A ROAD (FIELD) JUST
 PD0461'N OF BIRCH GROVE (0.1 MILE S OF SCHOOLHOUSE).  CONTINUE ON FIELD
 PD0461'ROAD 0.2 MILE TO TOP OF RISE, FROM HERE THE STATION IS 0.2
 PD0461'MILE NW ACROSS BLUEBERRY FIELD.
 PD0461
 PD0461                          STATION RECOVERY (1945)
 PD0461
 PD0461'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (FLP)
 PD0461'STATION AND REFERENCE MARKS RECOVERED.  THE REFERENCE MARKS ARE
 PD0461'IN GOOD CONDITION, BUT THE STATION IS SCRATCHED AND NICKED AS IF
 PD0461'STRUCK BY ROCKS.  DESCRIPTION IS ADEQUATE.
 PD0461'
 PD0461'DISTANCES TO R.M. WERE CHECKED AND MEASURED.
 PD0461
 PD0461                          STATION RECOVERY (1959)
 PD0461
 PD0461'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GFW)
 PD0461'STATION MARK AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 PD0461'DISTANCES TO THE REFERENCE MARKS WERE VERIFIED.
 PD0461'
 PD0461'THE PUBLISHED DESCRIPTION IS ADEQUATE AND CORRECT FOR THE
 PD0461'RECOVERY OF THE STATION.
 PD0461
 PD0461                          STATION RECOVERY (1962)
 PD0461
 PD0461'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (LD)
 PD0461'ABOUT 1.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE CONCRETE
 PD0461'BRIDGE OVER CHANDLER RIVER AT JONESBORO, THENCE 4.8 MILES SOUTH
 PD0461'ALONG STATE HIGHWAY 187, THENCE 0.35 MILE NORTHWEST ALONG A FIELD
 PD0461'ROAD THRU A BLUEBERRY FIELD TO TOP OF ROCK COVERED HILL, SET IN
 PD0461'THE TOP OF A FLAT OUTCROP NEAR THE HIGHEST PART OF THE BARE HILL.
 PD0461'
 PD0461'ABOUT 1.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE CONCRETE
 PD0461'BRIDGE OVER CHANDLER RIVER AT JONESBORO, THENCE 4.8 MILES SOUTH
 PD0461'ALONG STATE HIGHWAY 187, THENCE 0.35 MILE NORTHWEST UPHILL THRU A
 PD0461'BLUEBERRY FIELD TO THE HIGHEST PART OF A ROCK COVERED HILL, 28.3
 PD0461'FEET EAST OF THE STATION, SET IN THE TOP OF A ROCK LEDGE ABOUT
 PD0461'2 FEET BELOW THE LEVEL OF THE STATION.
 PD0461'
 PD0461'ABOUT 1.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE CONCRETE
 PD0461'BRIDGE OVER THE CHANDLER RIVER AT JONESBORO, THENCE 4.8 MILES SOUTH
 PD0461'ALONG STATE HIGHWAY 187, THENCE 0.35 MILE NORTHWEST UPHILL THRU
 PD0461'A BLUEBERRY FIELD TO THE HIGHEST PART OF A ROCK COVERED HILL,
 PD0461'14.1 FEET NORTH OF THE STATION, ABOUT 1 FOOT BELOW THE STATION
 PD0461'AND SET IN THE TOP OF A SOLID ROCK LEDGE.
 PD0461
 PD0461                          STATION RECOVERY (1962)
 PD0461
 PD0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 PD0461'6.6 MI SW FROM JONESBORO.
 PD0461'1.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE CONCRETE BRIDGE
 PD0461'OVER CHANDLER RIVER AT JONESBORO, THENCE 4.8 MILES SOUTH ALONG
 PD0461'STATE HIGHWAY 187, THENCE 0.35 MILE NORTHWEST ALONG A FIELD ROAD
 PD0461'THRU A BLUEBERRY FIELD TO TOP OF ROCK COVERED HILL, SET IN THE
 PD0461'TOP OF A FLAT OUTCROP NEAR THE HIGHEST PART OF THE BARE HILL.
 PD0461
 PD0461                          STATION RECOVERY (1973)
 PD0461
 PD0461'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1973
 PD0461'RECOVERED AS DESCRIBED.
 PD0461
 PD0461                          STATION RECOVERY (1986)
 PD0461
 PD0461'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1986 (JED)
 PD0461'THE STATION WAS RECOVERED AT THIS DATE.
 PD0461'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 PD0461'CONDITION BY THE 1945 DESCRIPTION.
 PD0461'
 PD0461'RECOVERED BY JED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0460 ***********************************************************************
 PD0460  DESIGNATION -  RYEFIELD RM 1
 PD0460  PID         -  PD0460
 PD0460  STATE/COUNTY-  ME/WASHINGTON
 PD0460  USGS QUAD   -  JONESPORT (1977)
 PD0460
 PD0460                         *CURRENT SURVEY CONTROL
 PD0460  ___________________________________________________________________
 PD0460* NAD 83(1986)-  44 36 44.     (N)    067 36 25.     (W)     SCALED    
 PD0460* NAVD 88     -        58.743  (meters)     192.73   (feet)  ADJUSTED  
 PD0460  ___________________________________________________________________
 PD0460  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 PD0460  DYNAMIC HT  -          58.742 (meters)     192.72  (feet)  COMP
 PD0460  MODELED GRAV-     980,588.2   (mgal)                       NAVD 88
 PD0460
 PD0460  VERT ORDER  -  SECOND    CLASS 0
 PD0460
 PD0460.The horizontal coordinates were scaled from a topographic map and have
 PD0460.an estimated accuracy of +/- 6 seconds.
 PD0460
 PD0460.The orthometric height was determined by differential leveling
 PD0460.and adjusted by the National Geodetic Survey in June 1991..
 PD0460
 PD0460.The geoid height was determined by GEOID03.
 PD0460
 PD0460.The dynamic height is computed by dividing the NAVD 88
 PD0460.geopotential number by the normal gravity value computed on the
 PD0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0460.degrees latitude (g = 980.6199 gals.).
 PD0460
 PD0460.The modeled gravity was interpolated from observed gravity values.
 PD0460
 PD0460;                    North         East    Units  Estimated Accuracy
 PD0460;SPC ME E     -   105,440.      370,880.      MT  (+/- 180 meters Scaled)
 PD0460
 PD0460                          SUPERSEDED SURVEY CONTROL
 PD0460
 PD0460  NGVD 29 (??/??/92)   58.957  (m)          193.43   (f) ADJ UNCH    2 0
 PD0460
 PD0460.Superseded values are not recommended for survey control.
 PD0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0460.See file dsdata.txt to determine how the superseded data were derived.
 PD0460
 PD0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK105408(NAD 83)
 PD0460_MARKER: DR = REFERENCE MARK DISK
 PD0460_SETTING: 66 = SET IN ROCK OUTCROP
 PD0460_SP_SET: ROCK LEDGE
 PD0460_STAMPING: RYEFIELD NO 1 1934
 PD0460_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0460+STABILITY: POSITION/ELEVATION WELL
 PD0460
 PD0460  HISTORY     - Date     Condition        Report By
 PD0460  HISTORY     - 1934     MONUMENTED       CGS
 PD0460  HISTORY     - 1962     GOOD             NGS
 PD0460
 PD0460                          STATION DESCRIPTION
 PD0460
 PD0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PD0460'6.6 MI SW FROM JONESBORO.
 PD0460'1.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE CONCRETE BRIDGE
 PD0460'OVER CHANDLER RIVER AT JONESBORO, THENCE 4.8 MILES SOUTH ALONG
 PD0460'STATE HIGHWAY 187, THENCE 0.35 MILE NORTHWEST UPHILL THRU A
 PD0460'BLUEBERRY FIELD TO THE HIGHEST PART OF A ROCK COVERED HILL, 28.3
 PD0460'FEET EAST OF THE STATION, SET IN THE TOP OF A ROCK LEDGE ABOUT
 PD0460'2 FEET BELOW THE LEVEL OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0462 ***********************************************************************
 PD0462  DESIGNATION -  RYEFIELD RM 2
 PD0462  PID         -  PD0462
 PD0462  STATE/COUNTY-  ME/WASHINGTON
 PD0462  USGS QUAD   -  JONESPORT (1977)
 PD0462
 PD0462                         *CURRENT SURVEY CONTROL
 PD0462  ___________________________________________________________________
 PD0462* NAD 83(1986)-  44 36 44.     (N)    067 36 25.     (W)     SCALED    
 PD0462* NAVD 88     -        59.089  (meters)     193.86   (feet)  ADJUSTED  
 PD0462  ___________________________________________________________________
 PD0462  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 PD0462  DYNAMIC HT  -          59.088 (meters)     193.86  (feet)  COMP
 PD0462  MODELED GRAV-     980,588.2   (mgal)                       NAVD 88
 PD0462
 PD0462  VERT ORDER  -  SECOND    CLASS 0
 PD0462
 PD0462.The horizontal coordinates were scaled from a topographic map and have
 PD0462.an estimated accuracy of +/- 6 seconds.
 PD0462
 PD0462.The orthometric height was determined by differential leveling
 PD0462.and adjusted by the National Geodetic Survey in June 1991..
 PD0462
 PD0462.The geoid height was determined by GEOID03.
 PD0462
 PD0462.The dynamic height is computed by dividing the NAVD 88
 PD0462.geopotential number by the normal gravity value computed on the
 PD0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0462.degrees latitude (g = 980.6199 gals.).
 PD0462
 PD0462.The modeled gravity was interpolated from observed gravity values.
 PD0462
 PD0462;                    North         East    Units  Estimated Accuracy
 PD0462;SPC ME E     -   105,440.      370,880.      MT  (+/- 180 meters Scaled)
 PD0462
 PD0462                          SUPERSEDED SURVEY CONTROL
 PD0462
 PD0462  NGVD 29 (??/??/92)   59.303  (m)          194.56   (f) ADJ UNCH    2 0
 PD0462
 PD0462.Superseded values are not recommended for survey control.
 PD0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0462.See file dsdata.txt to determine how the superseded data were derived.
 PD0462
 PD0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK105408(NAD 83)
 PD0462_MARKER: DR = REFERENCE MARK DISK
 PD0462_SETTING: 66 = SET IN ROCK OUTCROP
 PD0462_SP_SET: ROCK LEDGE
 PD0462_STAMPING: RYEFIELD NO 2 1934
 PD0462_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0462+STABILITY: POSITION/ELEVATION WELL
 PD0462
 PD0462  HISTORY     - Date     Condition        Report By
 PD0462  HISTORY     - 1934     MONUMENTED       CGS
 PD0462  HISTORY     - 1962     GOOD             NGS
 PD0462
 PD0462                          STATION DESCRIPTION
 PD0462
 PD0462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PD0462'6.6 MI SW FROM JONESBORO.
 PD0462'1.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE CONCRETE
 PD0462'BRIDGE OVER THE CHANDLER RIVER AT JONESBORO, THENCE 4.8 MILES
 PD0462'SOUTH ALONG STATE HIGHWAY 187, THENCE 0.35 MILE NORTHWEST UPHILL
 PD0462'THRU A BLUEBERRY FIELD TO THE HIGHEST PART OF A ROCK COVERED
 PD0462'HILL, 14.1 FEET NORTH OF THE STATION, ABOUT 1 FOOT BELOW THE
 PD0462'STATION AND SET IN THE TOP OF A SOLID ROCK LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0005 ***********************************************************************
 QH0005  DESIGNATION -  S
 QH0005  PID         -  QH0005
 QH0005  STATE/COUNTY-  ME/SOMERSET
 QH0005  USGS QUAD   -  ATTEAN POND (1997)
 QH0005
 QH0005                         *CURRENT SURVEY CONTROL
 QH0005  ___________________________________________________________________
 QH0005* NAD 83(1986)-  45 34 42.     (N)    070 17 58.     (W)     SCALED    
 QH0005* NAVD 88     -       368.372  (meters)    1208.57   (feet)  ADJUSTED  
 QH0005  ___________________________________________________________________
 QH0005  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 QH0005  DYNAMIC HT  -         368.351 (meters)    1208.50  (feet)  COMP
 QH0005  MODELED GRAV-     980,547.9   (mgal)                       NAVD 88
 QH0005
 QH0005  VERT ORDER  -  FIRST     CLASS II
 QH0005
 QH0005.The horizontal coordinates were scaled from a topographic map and have
 QH0005.an estimated accuracy of +/- 6 seconds.
 QH0005
 QH0005.The orthometric height was determined by differential leveling
 QH0005.and adjusted by the National Geodetic Survey in June 1991..
 QH0005
 QH0005.The geoid height was determined by GEOID03.
 QH0005
 QH0005.The dynamic height is computed by dividing the NAVD 88
 QH0005.geopotential number by the normal gravity value computed on the
 QH0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QH0005.degrees latitude (g = 980.6199 gals.).
 QH0005
 QH0005.The modeled gravity was interpolated from observed gravity values.
 QH0005
 QH0005;                    North         East    Units  Estimated Accuracy
 QH0005;SPC ME W     -   305,010.      889,640.      MT  (+/- 180 meters Scaled)
 QH0005
 QH0005                          SUPERSEDED SURVEY CONTROL
 QH0005
 QH0005  NGVD 29 (??/??/92)  368.528  (m)         1209.08   (f) ADJ UNCH    1 2
 QH0005
 QH0005.Superseded values are not recommended for survey control.
 QH0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0005.See file dsdata.txt to determine how the superseded data were derived.
 QH0005
 QH0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL986480(NAD 83)
 QH0005_MARKER: DB = BENCH MARK DISK
 QH0005_SETTING: 80 = SET IN A BOULDER
 QH0005_SP_SET: BOULDER
 QH0005_STAMPING: ELEV 1209.079 FT S 1916
 QH0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0005+STABILITY: SURFACE MOTION
 QH0005
 QH0005  HISTORY     - Date     Condition        Report By
 QH0005  HISTORY     - 1916     MONUMENTED       CGS
 QH0005  HISTORY     - 1934     GOOD             NGS
 QH0005
 QH0005                          STATION DESCRIPTION
 QH0005
 QH0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1916
 QH0005'0.9 MI NE FROM ATTEAN.
 QH0005'0.9 MILE NORTHEAST ALONG THE CANADIAN PACIFIC RAILWAY FROM
 QH0005'ATTEAN, SOMERSET COUNTY, 1.2 MILES SOUTHWEST OF ATTEAN LANDING,
 QH0005'1-1/2 POLES NORTHEAST OF MILEPOST 78, 15 YARDS NORTHWEST OF THE
 QH0005'CENTER LINE OF THE TRACK, IN THE TOP OF A 6- BY 15-FOOT BOULDER,
 QH0005'AND ABOUT 5 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED ELEV
 QH0005'1209.079 FT S 1916.
 QH0005
 QH0005                          STATION RECOVERY (1934)
 QH0005
 QH0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QH0005'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0784 ***********************************************************************
 QG0784  DESIGNATION -  S 1
 QG0784  PID         -  QG0784
 QG0784  STATE/COUNTY-  ME/PISCATAQUIS
 QG0784  USGS QUAD   -  GREENVILLE (1989)
 QG0784
 QG0784                         *CURRENT SURVEY CONTROL
 QG0784  ___________________________________________________________________
 QG0784* NAD 83(1986)-  45 25 44.     (N)    069 30 30.     (W)     SCALED    
 QG0784* NAVD 88     -       304.312  (meters)     998.40   (feet)  ADJUSTED  
 QG0784  ___________________________________________________________________
 QG0784  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 QG0784  DYNAMIC HT  -         304.301 (meters)     998.36  (feet)  COMP
 QG0784  MODELED GRAV-     980,572.1   (mgal)                       NAVD 88
 QG0784
 QG0784  VERT ORDER  -  FIRST     CLASS II
 QG0784
 QG0784.The horizontal coordinates were scaled from a topographic map and have
 QG0784.an estimated accuracy of +/- 6 seconds.
 QG0784
 QG0784.The orthometric height was determined by differential leveling
 QG0784.and adjusted by the National Geodetic Survey in June 1991..
 QG0784
 QG0784.The geoid height was determined by GEOID03.
 QG0784
 QG0784.The dynamic height is computed by dividing the NAVD 88
 QG0784.geopotential number by the normal gravity value computed on the
 QG0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0784.degrees latitude (g = 980.6199 gals.).
 QG0784
 QG0784.The modeled gravity was interpolated from observed gravity values.
 QG0784
 QG0784;                    North         East    Units  Estimated Accuracy
 QG0784;SPC ME E     -   196,300.      221,100.      MT  (+/- 180 meters Scaled)
 QG0784
 QG0784                          SUPERSEDED SURVEY CONTROL
 QG0784
 QG0784  NGVD 29 (??/??/92)  304.480  (m)          998.95   (f) ADJ UNCH    1 2
 QG0784
 QG0784.Superseded values are not recommended for survey control.
 QG0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0784.See file dsdata.txt to determine how the superseded data were derived.
 QG0784
 QG0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL602307(NAD 83)
 QG0784_MARKER: DB = BENCH MARK DISK
 QG0784_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QG0784_SP_SET: CULVERT
 QG0784_STAMPING: ELEV 998.948 FT S 1 1916
 QG0784_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG0784
 QG0784  HISTORY     - Date     Condition        Report By
 QG0784  HISTORY     - 1916     MONUMENTED       CGS
 QG0784
 QG0784                          STATION DESCRIPTION
 QG0784
 QG0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1916
 QG0784'0.6 MI W FROM MORKILL.
 QG0784'0.6 MILE WEST ALONG THE CANADIAN PACIFIC RAILWAY FROM MORKILL,
 QG0784'PISCATAQUIS COUNTY, 3-1/2 POLES WEST OF MILEPOST 27, AT A CULVERT,
 QG0784'AND IN THE TOP OF THE SOUTH PARAPET WALL.  A STANDARD DISK, STAMPED
 QG0784'ELEV 998.948 FT S 1 1916.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0001 ***********************************************************************
 RF0001  DESIGNATION -  S 10
 RF0001  PID         -  RF0001
 RF0001  STATE/COUNTY-  ME/AROOSTOOK
 RF0001  USGS QUAD   -  PORTAGE LAKE EAST (1986)
 RF0001
 RF0001                         *CURRENT SURVEY CONTROL
 RF0001  ___________________________________________________________________
 RF0001* NAD 83(1986)-  46 49 01.     (N)    068 29 38.     (W)     SCALED    
 RF0001* NAVD 88     -       196.999  (meters)     646.32   (feet)  ADJUSTED  
 RF0001  ___________________________________________________________________
 RF0001  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 RF0001  DYNAMIC HT  -         197.022 (meters)     646.40  (feet)  COMP
 RF0001  MODELED GRAV-     980,724.7   (mgal)                       NAVD 88
 RF0001
 RF0001  VERT ORDER  -  FIRST     CLASS II
 RF0001
 RF0001.The horizontal coordinates were scaled from a topographic map and have
 RF0001.an estimated accuracy of +/- 6 seconds.
 RF0001
 RF0001.The orthometric height was determined by differential leveling
 RF0001.and adjusted by the National Geodetic Survey in June 1991..
 RF0001
 RF0001.The geoid height was determined by GEOID03.
 RF0001
 RF0001.The dynamic height is computed by dividing the NAVD 88
 RF0001.geopotential number by the normal gravity value computed on the
 RF0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0001.degrees latitude (g = 980.6199 gals.).
 RF0001
 RF0001.The modeled gravity was interpolated from observed gravity values.
 RF0001
 RF0001;                    North         East    Units  Estimated Accuracy
 RF0001;SPC ME E     -   350,080.      300,470.      MT  (+/- 180 meters Scaled)
 RF0001
 RF0001                          SUPERSEDED SURVEY CONTROL
 RF0001
 RF0001  NGVD 29 (??/??/92)  197.149  (m)          646.81   (f) ADJ UNCH    1 2
 RF0001
 RF0001.Superseded values are not recommended for survey control.
 RF0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0001.See file dsdata.txt to determine how the superseded data were derived.
 RF0001
 RF0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM386849(NAD 83)
 RF0001_MARKER: DB = BENCH MARK DISK
 RF0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RF0001_STAMPING: S 10 1927
 RF0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0001+STABILITY: SURFACE MOTION
 RF0001
 RF0001  HISTORY     - Date     Condition        Report By
 RF0001  HISTORY     - 1927     MONUMENTED       CGS
 RF0001  HISTORY     - 1953     GOOD             NGS
 RF0001  HISTORY     - 1978     MARK NOT FOUND   NGS
 RF0001
 RF0001                          STATION DESCRIPTION
 RF0001
 RF0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 RF0001'4.1 MI N FROM PORTAGE.
 RF0001'4.1 MILES NORTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM THE
 RF0001'STATION AT PORTAGE, AROOSTOOK COUNTY, 12-1/2 RAILS SOUTH OF
 RF0001'MILEPOST 59, 44.1 FEET WEST OF THE WEST RAIL, 2 FEET EAST OF THE
 RF0001'RIGHT-OF-WAY FENCE, AND 0.5 FEET NORTH OF THE NORTH GATEPOST OF
 RF0001'A WOODEN GATE IN THE WEST RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 RF0001'STAMPED 646.813 S 10 1927 AND SET IN THE TOP OF A CONCRETE POST
 RF0001'PROJECTING 1 INCH ABOVE GROUND.
 RF0001
 RF0001                          STATION RECOVERY (1953)
 RF0001
 RF0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 RF0001'RECOVERED IN GOOD CONDITION.
 RF0001
 RF0001                          STATION RECOVERY (1978)
 RF0001
 RF0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 RF0001'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0888 ***********************************************************************
 QG0888  DESIGNATION -  S 100
 QG0888  PID         -  QG0888
 QG0888  STATE/COUNTY-  ME/SOMERSET
 QG0888  USGS QUAD   -  TOMHEGAN POND (1989)
 QG0888
 QG0888                         *CURRENT SURVEY CONTROL
 QG0888  ___________________________________________________________________
 QG0888* NAD 83(1986)-  45 48 14.     (N)    069 53 54.     (W)     SCALED    
 QG0888* NAVD 88     -       382.042  (meters)    1253.42   (feet)  ADJUSTED  
 QG0888  ___________________________________________________________________
 QG0888  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 QG0888  DYNAMIC HT  -         382.031 (meters)    1253.38  (feet)  COMP
 QG0888  MODELED GRAV-     980,575.8   (mgal)                       NAVD 88
 QG0888
 QG0888  VERT ORDER  -  SECOND    CLASS 0
 QG0888
 QG0888.The horizontal coordinates were scaled from a topographic map and have
 QG0888.an estimated accuracy of +/- 6 seconds.
 QG0888
 QG0888.The orthometric height was determined by differential leveling
 QG0888.and adjusted by the National Geodetic Survey in June 1991..
 QG0888
 QG0888.The geoid height was determined by GEOID03.
 QG0888
 QG0888.The dynamic height is computed by dividing the NAVD 88
 QG0888.geopotential number by the normal gravity value computed on the
 QG0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0888.degrees latitude (g = 980.6199 gals.).
 QG0888
 QG0888.The modeled gravity was interpolated from observed gravity values.
 QG0888
 QG0888;                    North         East    Units  Estimated Accuracy
 QG0888;SPC ME W     -   330,110.      920,860.      MT  (+/- 180 meters Scaled)
 QG0888
 QG0888                          SUPERSEDED SURVEY CONTROL
 QG0888
 QG0888  NGVD 29 (??/??/92)  382.202  (m)         1253.94   (f) ADJ UNCH    2 0
 QG0888
 QG0888.Superseded values are not recommended for survey control.
 QG0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0888.See file dsdata.txt to determine how the superseded data were derived.
 QG0888
 QG0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL301726(NAD 83)
 QG0888_MARKER: DB = BENCH MARK DISK
 QG0888_SETTING: 66 = SET IN ROCK OUTCROP
 QG0888_SP_SET: ROCK OUTCROP
 QG0888_STAMPING: S 100 1953
 QG0888_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0888+STABILITY: POSITION/ELEVATION WELL
 QG0888
 QG0888  HISTORY     - Date     Condition        Report By
 QG0888  HISTORY     - 1953     MONUMENTED       CGS
 QG0888
 QG0888                          STATION DESCRIPTION
 QG0888
 QG0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0888'8.8 MI SE FROM PITTSTON FARM.
 QG0888'8.75 MILES SOUTHEAST ALONG A PRIVATE GRAVEL ROAD FROM BRIDGE OVER
 QG0888'SOUTH BRANCH PENOBSCOT RIVER AT PITTSTON FARM, ABOUT 0.9 MILE
 QG0888'NORTHWEST OF A 20-FOOT WOODEN BRIDGE OVER A STREAM FLOWING INTO
 QG0888'TOMHEGAN POND, ABOUT 0.1 MILE SOUTHWEST OF A CURVE WITH SOUTHWEST
 QG0888'AND NORTH AND A SMALL WOODEN LOGGING SHED, SET IN THE TOP OF A
 QG0888'SMALL ROUNDED OUTCROP ABOUT 5 FEET IN DIAMETER AND PROJECTING
 QG0888'ABOUT 2 1/2 FEET ABOVE GROUND, ON THE NORTHEAST SLOPE OF A HILL,
 QG0888'19 FEET SOUTHEAST OF CENTER LINE OF ROAD, 38 FEET NORTH OF A
 QG0888'26-INCH TRIANGULAR BLAZED MAPLE TREE, 16 FEET NORTHEAST OF A
 QG0888'TELEPHONE POLE AND IN LINE WITH ROW OF POLES, AND ABOUT LEVEL WITH
 QG0888'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0174 ***********************************************************************
 RF0174  DESIGNATION -  S 101
 RF0174  PID         -  RF0174
 RF0174  STATE/COUNTY-  ME/AROOSTOOK
 RF0174  USGS QUAD   -  GREENLAW POND (1986)
 RF0174
 RF0174                         *CURRENT SURVEY CONTROL
 RF0174  ___________________________________________________________________
 RF0174* NAD 83(1986)-  46 39 14.     (N)    068 42 03.     (W)     SCALED    
 RF0174* NAVD 88     -       348.981  (meters)    1144.95   (feet)  ADJUSTED  
 RF0174  ___________________________________________________________________
 RF0174  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 RF0174  DYNAMIC HT  -         349.008 (meters)    1145.04  (feet)  COMP
 RF0174  MODELED GRAV-     980,681.5   (mgal)                       NAVD 88
 RF0174
 RF0174  VERT ORDER  -  SECOND    CLASS 0
 RF0174
 RF0174.The horizontal coordinates were scaled from a topographic map and have
 RF0174.an estimated accuracy of +/- 6 seconds.
 RF0174
 RF0174.The orthometric height was determined by differential leveling
 RF0174.and adjusted by the National Geodetic Survey in June 1991..
 RF0174
 RF0174.The geoid height was determined by GEOID03.
 RF0174
 RF0174.The dynamic height is computed by dividing the NAVD 88
 RF0174.geopotential number by the normal gravity value computed on the
 RF0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0174.degrees latitude (g = 980.6199 gals.).
 RF0174
 RF0174.The modeled gravity was interpolated from observed gravity values.
 RF0174
 RF0174;                    North         East    Units  Estimated Accuracy
 RF0174;SPC ME E     -   331,970.      284,630.      MT  (+/- 180 meters Scaled)
 RF0174
 RF0174                          SUPERSEDED SURVEY CONTROL
 RF0174
 RF0174  NGVD 29 (??/??/92)  349.176  (m)         1145.59   (f) ADJ UNCH    2 0
 RF0174
 RF0174.Superseded values are not recommended for survey control.
 RF0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0174.See file dsdata.txt to determine how the superseded data were derived.
 RF0174
 RF0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM228667(NAD 83)
 RF0174_MARKER: DB = BENCH MARK DISK
 RF0174_SETTING: 80 = SET IN A BOULDER
 RF0174_SP_SET: BOULDER
 RF0174_STAMPING: S 101 1953
 RF0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0174+STABILITY: SURFACE MOTION
 RF0174
 RF0174  HISTORY     - Date     Condition        Report By
 RF0174  HISTORY     - 1953     MONUMENTED       CGS
 RF0174  HISTORY     - 1978     MARK NOT FOUND   NGS
 RF0174
 RF0174                          STATION DESCRIPTION
 RF0174
 RF0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0174'15.2 MI W FROM ASHLAND.
 RF0174'0.3 MILE WEST ALONG STATE HIGHWAY 11 FROM THE BANGOR AND
 RF0174'AROOSTOOK RAILROAD STATION AT ASHLAND, THENCE ABOUT 0.6 MILE
 RF0174'SOUTHWEST ALONG A BLACK TOP ROAD, THENCE ABOUT 14.25 MILES WEST
 RF0174'ALONG A PRIVATE GRAVEL ROAD, ABOUT 1.95 MILES EAST OF A WOODEN
 RF0174'BRIDGE OVER MACHIAS RIVER, ABOUT 1.85 MILES EAST OF THE JUNCTION
 RF0174'OF A ROAD NORTH TO PANGBURNS MILL, ABOUT 0.35 MILE WEST OF THE
 RF0174'TOP OF A GRADE, 460 YARDS WEST OF WOODEN POST MARKING LINE
 RF0174'BETWEEN TOWNSHIP T 11 R 8 AND T 11 R7, ABOUT 53 YARDS EAST OF
 RF0174'THE BOTTOM OF GRADES, 36 FEET SOUTH OF CENTER LINE OF ROAD, IN
 RF0174'THE TOP OF THE HIGHEST POINT OF A 3 1/2-FOOT HIGH 5 BY 6 FOOT
 RF0174'EMBEDDED BOULDER IN DRY BED CARRYING WATER FROM A SMALL WOODEN
 RF0174'CULVERT UNDER ROAD AND ABOUT 3 FEET BELOW LEVEL OF ROAD.
 RF0174
 RF0174                          STATION RECOVERY (1978)
 RF0174
 RF0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 RF0174'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0203 ***********************************************************************
 RF0203  DESIGNATION -  S 102
 RF0203  PID         -  RF0203
 RF0203  STATE/COUNTY-  ME/PISCATAQUIS
 RF0203  USGS QUAD   -  MOOSELEUK LAKE (1985)
 RF0203
 RF0203                         *CURRENT SURVEY CONTROL
 RF0203  ___________________________________________________________________
 RF0203* NAD 83(1986)-  46 31 54.     (N)    068 57 19.     (W)     SCALED    
 RF0203* NAVD 88     -       279.428  (meters)     916.76   (feet)  ADJUSTED  
 RF0203  ___________________________________________________________________
 RF0203  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 RF0203  DYNAMIC HT  -         279.444 (meters)     916.81  (feet)  COMP
 RF0203  MODELED GRAV-     980,663.9   (mgal)                       NAVD 88
 RF0203
 RF0203  VERT ORDER  -  SECOND    CLASS 0
 RF0203
 RF0203.The horizontal coordinates were scaled from a topographic map and have
 RF0203.an estimated accuracy of +/- 6 seconds.
 RF0203
 RF0203.The orthometric height was determined by differential leveling
 RF0203.and adjusted by the National Geodetic Survey in June 1991..
 RF0203
 RF0203.The geoid height was determined by GEOID03.
 RF0203
 RF0203.The dynamic height is computed by dividing the NAVD 88
 RF0203.geopotential number by the normal gravity value computed on the
 RF0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0203.degrees latitude (g = 980.6199 gals.).
 RF0203
 RF0203.The modeled gravity was interpolated from observed gravity values.
 RF0203
 RF0203;                    North         East    Units  Estimated Accuracy
 RF0203;SPC ME E     -   318,470.      265,080.      MT  (+/- 180 meters Scaled)
 RF0203
 RF0203                          SUPERSEDED SURVEY CONTROL
 RF0203
 RF0203  NGVD 29 (??/??/92)  279.620  (m)          917.39   (f) ADJ UNCH    2 0
 RF0203
 RF0203.Superseded values are not recommended for survey control.
 RF0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0203.See file dsdata.txt to determine how the superseded data were derived.
 RF0203
 RF0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM034531(NAD 83)
 RF0203_MARKER: DB = BENCH MARK DISK
 RF0203_SETTING: 80 = SET IN A BOULDER
 RF0203_SP_SET: BOULDER
 RF0203_STAMPING: S 102 1953
 RF0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0203+STABILITY: SURFACE MOTION
 RF0203
 RF0203  HISTORY     - Date     Condition        Report By
 RF0203  HISTORY     - 1953     MONUMENTED       CGS
 RF0203
 RF0203                          STATION DESCRIPTION
 RF0203
 RF0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0203'35 MI W FROM ASHLAND.
 RF0203'0.3 MILE WEST ALONG STATE HIGHWAY 11 FROM THE BANGOR AND AROOSTOOK
 RF0203'RAILROAD STATION AT ASHLAND, THENCE ABOUT 0.6 MILE SOUTHWEST ALONG
 RF0203'A BLACK TOP ROAD, THENCE ABOUT 34.15 MILES WEST AND SOUTHWEST
 RF0203'ALONG A PRIVATE GRAVEL ROAD, ABOUT 0.25 MILE WEST OF JUNCTION OF
 RF0203'A ROAD SOUTHEAST, 174 YARDS WEST OF A BRIDGE OVER MC PHERSON
 RF0203'BROOK, 20 FEET SOUTH OF CENTER LINE OF ROAD, IN THE TOP AND ABOUT
 RF0203'1 FOOT NORTH OF CENTER OF SOUTH END OF A 2 1/2-FOOT HIGH 5 BY 7
 RF0203'FOOT BOULDER EMBEDDED IN SHOULDER OF ROAD, AND ABOUT 1/2 FOOT
 RF0203'ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0024 ***********************************************************************
 RG0024  DESIGNATION -  S 103
 RG0024  PID         -  RG0024
 RG0024  STATE/COUNTY-  ME/SOMERSET
 RG0024  USGS QUAD   -  NORRIS BROOK (1989)
 RG0024
 RG0024                         *CURRENT SURVEY CONTROL
 RG0024  ___________________________________________________________________
 RG0024* NAD 83(1986)-  46 02 49.     (N)    070 03 06.     (W)     SCALED    
 RG0024* NAVD 88     -       375.011  (meters)    1230.35   (feet)  ADJUSTED  
 RG0024  ___________________________________________________________________
 RG0024  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 RG0024  DYNAMIC HT  -         374.999 (meters)    1230.31  (feet)  COMP
 RG0024  MODELED GRAV-     980,574.1   (mgal)                       NAVD 88
 RG0024
 RG0024  VERT ORDER  -  SECOND    CLASS 0
 RG0024
 RG0024.The horizontal coordinates were scaled from a topographic map and have
 RG0024.an estimated accuracy of +/- 6 seconds.
 RG0024
 RG0024.The orthometric height was determined by differential leveling
 RG0024.and adjusted by the National Geodetic Survey in June 1991..
 RG0024
 RG0024.The geoid height was determined by GEOID03.
 RG0024
 RG0024.The dynamic height is computed by dividing the NAVD 88
 RG0024.geopotential number by the normal gravity value computed on the
 RG0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RG0024.degrees latitude (g = 980.6199 gals.).
 RG0024
 RG0024.The modeled gravity was interpolated from observed gravity values.
 RG0024
 RG0024;                    North         East    Units  Estimated Accuracy
 RG0024;SPC ME W     -   357,090.      908,900.      MT  (+/- 180 meters Scaled)
 RG0024
 RG0024                          SUPERSEDED SURVEY CONTROL
 RG0024
 RG0024  NGVD 29 (??/??/92)  375.168  (m)         1230.86   (f) ADJ UNCH    2 0
 RG0024
 RG0024.Superseded values are not recommended for survey control.
 RG0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0024.See file dsdata.txt to determine how the superseded data were derived.
 RG0024
 RG0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL186998(NAD 83)
 RG0024_MARKER: DB = BENCH MARK DISK
 RG0024_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RG0024_SP_SET: BRIDGE SEAT
 RG0024_STAMPING: S 103 1953
 RG0024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RG0024
 RG0024  HISTORY     - Date     Condition        Report By
 RG0024  HISTORY     - 1953     MONUMENTED       CGS
 RG0024
 RG0024                          STATION DESCRIPTION
 RG0024
 RG0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RG0024'14 MI N FROM PITTSTON FARM.
 RG0024'2.0 MILES NORTHWEST ALONG A PRIVATE GRAVEL ROAD FROM BRIDGE
 RG0024'OVER SOUTH BRANCH PENOBSCOT RIVER AT PITTSTON FARM, THENCE ABOUT
 RG0024'12.05 MILE NORTH ALONG A PRIVATE GRAVEL ROAD, IN THE TOP OF EAST
 RG0024'END OF BRIDGE SEAT OF SOUTH ABUTMENT OF A CONCRETE AND STEEL
 RG0024'BRIDGE OVER NORTH BRANCH PENOBSCOT RIVER, 10 FEET EAST OF CENTER
 RG0024'LINE OF ROAD AND ABOUT 5 FEET BELOW LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0927 ***********************************************************************
 QG0927  DESIGNATION -  S 104
 QG0927  PID         -  QG0927
 QG0927  STATE/COUNTY-  ME/SOMERSET
 QG0927  USGS QUAD   -  SEBOOMOOK (1989)
 QG0927
 QG0927                         *CURRENT SURVEY CONTROL
 QG0927  ___________________________________________________________________
 QG0927* NAD 83(1986)-  45 54 16.     (N)    069 44 24.     (W)     SCALED    
 QG0927* NAVD 88     -       341.447  (meters)    1120.23   (feet)  ADJUSTED  
 QG0927  ___________________________________________________________________
 QG0927  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 QG0927  DYNAMIC HT  -         341.444 (meters)    1120.22  (feet)  COMP
 QG0927  MODELED GRAV-     980,598.6   (mgal)                       NAVD 88
 QG0927
 QG0927  VERT ORDER  -  SECOND    CLASS 0
 QG0927
 QG0927.The horizontal coordinates were scaled from a topographic map and have
 QG0927.an estimated accuracy of +/- 6 seconds.
 QG0927
 QG0927.The orthometric height was determined by differential leveling
 QG0927.and adjusted by the National Geodetic Survey in June 1991..
 QG0927
 QG0927.The geoid height was determined by GEOID03.
 QG0927
 QG0927.The dynamic height is computed by dividing the NAVD 88
 QG0927.geopotential number by the normal gravity value computed on the
 QG0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0927.degrees latitude (g = 980.6199 gals.).
 QG0927
 QG0927.The modeled gravity was interpolated from observed gravity values.
 QG0927
 QG0927;                    North         East    Units  Estimated Accuracy
 QG0927;SPC ME W     -   341,340.      933,110.      MT  (+/- 180 meters Scaled)
 QG0927
 QG0927                          SUPERSEDED SURVEY CONTROL
 QG0927
 QG0927  NGVD 29 (??/??/92)  341.611  (m)         1120.77   (f) ADJ UNCH    2 0
 QG0927
 QG0927.Superseded values are not recommended for survey control.
 QG0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0927.See file dsdata.txt to determine how the superseded data were derived.
 QG0927
 QG0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL426836(NAD 83)
 QG0927_MARKER: DB = BENCH MARK DISK
 QG0927_SETTING: 66 = SET IN ROCK OUTCROP
 QG0927_SP_SET: ROCK LEDGE
 QG0927_STAMPING: S 104 1953
 QG0927_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0927+STABILITY: POSITION/ELEVATION WELL
 QG0927
 QG0927  HISTORY     - Date     Condition        Report By
 QG0927  HISTORY     - 1953     MONUMENTED       CGS
 QG0927
 QG0927                          STATION DESCRIPTION
 QG0927
 QG0927'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0927'0.6 MI S FROM SEBOOMOOK DAM.
 QG0927'0.65 MILE SOUTH ALONG A GRAVEL ROAD FROM SEBOOMOOK DAM, IN
 QG0927'THE TOP OF AN OUTCROPPING GRANITE LEDGE ABOUT 25 BY 6 FEET,
 QG0927'20 FEET SOUTHEAST OF CENTER LINE OF ROAD, 28 FEET EAST OF THE
 QG0927'TOP OF A GRADE, 2.8 FEET SOUTHEAST AND ABOUT 1 1/4 FEET ABOVE
 QG0927'THE TOP POINT OF A 12-INCH TRIANGLE CUT IN FACE OF LEDGE,
 QG0927'ABOUT 0.2 MILE SOUTHWEST OF SEBOOMOOK FOREST SERVICE PATROL
 QG0927'CAMP, AND ABOUT 3 1/2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0297 ***********************************************************************
 RF0297  DESIGNATION -  S 105
 RF0297  PID         -  RF0297
 RF0297  STATE/COUNTY-  ME/SOMERSET
 RF0297  USGS QUAD   -  RUSSELL MOUNTAIN (1989)
 RF0297
 RF0297                         *CURRENT SURVEY CONTROL
 RF0297  ___________________________________________________________________
 RF0297* NAD 83(1986)-  46 03 57.     (N)    069 46 13.     (W)     SCALED    
 RF0297* NAVD 88     -       415.274  (meters)    1362.44   (feet)  ADJUSTED  
 RF0297  ___________________________________________________________________
 RF0297  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 RF0297  DYNAMIC HT  -         415.268 (meters)    1362.43  (feet)  COMP
 RF0297  MODELED GRAV-     980,590.2   (mgal)                       NAVD 88
 RF0297
 RF0297  VERT ORDER  -  SECOND    CLASS 0
 RF0297
 RF0297.The horizontal coordinates were scaled from a topographic map and have
 RF0297.an estimated accuracy of +/- 6 seconds.
 RF0297
 RF0297.The orthometric height was determined by differential leveling
 RF0297.and adjusted by the National Geodetic Survey in June 1991..
 RF0297
 RF0297.The geoid height was determined by GEOID03.
 RF0297
 RF0297.The dynamic height is computed by dividing the NAVD 88
 RF0297.geopotential number by the normal gravity value computed on the
 RF0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0297.degrees latitude (g = 980.6199 gals.).
 RF0297
 RF0297.The modeled gravity was interpolated from observed gravity values.
 RF0297
 RF0297;                    North         East    Units  Estimated Accuracy
 RF0297;SPC ME W     -   359,260.      930,670.      MT  (+/- 180 meters Scaled)
 RF0297
 RF0297                          SUPERSEDED SURVEY CONTROL
 RF0297
 RF0297  NGVD 29 (??/??/92)  415.430  (m)         1362.96   (f) ADJ UNCH    2 0
 RF0297
 RF0297.Superseded values are not recommended for survey control.
 RF0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0297.See file dsdata.txt to determine how the superseded data were derived.
 RF0297
 RF0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM404016(NAD 83)
 RF0297_MARKER: DB = BENCH MARK DISK
 RF0297_SETTING: 66 = SET IN ROCK OUTCROP
 RF0297_SP_SET: ROCK LEDGE
 RF0297_STAMPING: S 105 1953
 RF0297_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0297+STABILITY: POSITION/ELEVATION WELL
 RF0297
 RF0297  HISTORY     - Date     Condition        Report By
 RF0297  HISTORY     - 1953     MONUMENTED       CGS
 RF0297
 RF0297                          STATION DESCRIPTION
 RF0297
 RF0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0297'12.9 MI N FROM SEBOOMOOK DAM.
 RF0297'ABOUT 12.9 MILES NORTHWEST AND NORTH ALONG A GRAVEL ROAD LEADING
 RF0297'TO CAUCOMGOMOC LAKE FROM SEBOOMOOK DAM, ABOUT 0.1 MILE SOUTH OF
 RF0297'A SMALL SHACK NORTHEAST OF ROAD, ABOUT 0.45 MILE SOUTH OF AN
 RF0297'OLD WOODEN DAM ACROSS A STREAM, IN THE TOP OF AN OUTCROPPING
 RF0297'ROCK LEDGE ABOUT 24 BY 36 FEET, 37 FEET NORTHEAST AND ACROSS
 RF0297'STREAM FROM CENTER LINE OF ROAD, 60 FEET SOUTHEAST OF A POINT
 RF0297'WHERE STREAM TURNS NORTH AWAY FROM ROAD, 62 FEET NORTH AND ACROSS
 RF0297'STREAM FROM A TELEPHONE POLE, 19 FEET NORTHEAST OF CENTER LINE
 RF0297'OF STREAM, 100 FEET NORTH OF CENTER OF NORTHEAST END OF A 15-FOOT
 RF0297'WOODEN CULVERT UNDER ROAD, 2 FEET SOUTHWEST OF NORTHEAST SIDE OF
 RF0297'LEDGE AND ABOUT 1 FOOT ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0909 ***********************************************************************
 QG0909  DESIGNATION -  S 106
 QG0909  PID         -  QG0909
 QG0909  STATE/COUNTY-  ME/PISCATAQUIS
 QG0909  USGS QUAD   -  LOBSTER MOUNTAIN (1989)
 QG0909
 QG0909                         *CURRENT SURVEY CONTROL
 QG0909  ___________________________________________________________________
 QG0909* NAD 83(1986)-  45 50 44.     (N)    069 33 13.     (W)     SCALED    
 QG0909* NAVD 88     -       349.839  (meters)    1147.76   (feet)  ADJUSTED  
 QG0909  ___________________________________________________________________
 QG0909  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 QG0909  DYNAMIC HT  -         349.834 (meters)    1147.75  (feet)  COMP
 QG0909  MODELED GRAV-     980,591.2   (mgal)                       NAVD 88
 QG0909
 QG0909  VERT ORDER  -  SECOND    CLASS 0
 QG0909
 QG0909.The horizontal coordinates were scaled from a topographic map and have
 QG0909.an estimated accuracy of +/- 6 seconds.
 QG0909
 QG0909.The orthometric height was determined by differential leveling
 QG0909.and adjusted by the National Geodetic Survey in June 1991..
 QG0909
 QG0909.The geoid height was determined by GEOID03.
 QG0909
 QG0909.The dynamic height is computed by dividing the NAVD 88
 QG0909.geopotential number by the normal gravity value computed on the
 QG0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0909.degrees latitude (g = 980.6199 gals.).
 QG0909
 QG0909.The modeled gravity was interpolated from observed gravity values.
 QG0909
 QG0909;                    North         East    Units  Estimated Accuracy
 QG0909;SPC ME E     -   242,650.      218,170.      MT  (+/- 180 meters Scaled)
 QG0909
 QG0909                          SUPERSEDED SURVEY CONTROL
 QG0909
 QG0909  NGVD 29 (??/??/92)  349.999  (m)         1148.29   (f) ADJ UNCH    2 0
 QG0909
 QG0909.Superseded values are not recommended for survey control.
 QG0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0909.See file dsdata.txt to determine how the superseded data were derived.
 QG0909
 QG0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL570770(NAD 83)
 QG0909_MARKER: DB = BENCH MARK DISK
 QG0909_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QG0909_SP_SET: MAPLE TREE
 QG0909_STAMPING: S 106 1953
 QG0909_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG0909
 QG0909  HISTORY     - Date     Condition        Report By
 QG0909  HISTORY     - 1953     MONUMENTED       CGS
 QG0909  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QG0909
 QG0909                          STATION DESCRIPTION
 QG0909
 QG0909'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0909'5.4 MI SE FROM NORTHEAST CARRY.
 QG0909'0.75 MILE NORTHEAST ALONG A GRAVEL ROAD FROM THE INN AT NORTHEAST
 QG0909'CARRY, THENCE ABOUT 3.05 MILES SOUTHEAST ALONG A GRAVEL ROAD, THENCE
 QG0909'ABOUT 1.65 MILES SOUTHEAST ALONG A TRAIL FOLLOWING A TELEPHONE
 QG0909'LINE, ABOUT 200 YARDS NORTHEAST OF THE TOP OF A GRADE, SET
 QG0909'VERTICALLY IN SOUTHEAST FACE OF A 16-INCH MAPLE TREE, 19 FEET
 QG0909'WEST-NORTHWEST OF CENTER LINE OF TRAIL, 26 FEET SOUTHWEST OF A
 QG0909'TELEPHONE POLE, 50 FEET SOUTHWEST AND ACROSS TRAIL FROM A TRIANGULAR
 QG0909'BLAZED 7-INCH SPRUCE TREE, 14 FEET NORTH-NORTHEAST OF A SLASH
 QG0909'BLAZED 6-INCH BALSAM TREE AND ABOUT 3 1/2 FEET ABOVE LEVEL OF
 QG0909'TRAIL.
 QG0909
 QG0909                          STATION RECOVERY (1985)
 QG0909
 QG0909'RECOVERY NOTE BY US POWER SQUADRON 1985 (JHS)
 QG0909'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0272 ***********************************************************************
 RF0272  DESIGNATION -  S 107
 RF0272  PID         -  RF0272
 RF0272  STATE/COUNTY-  ME/PISCATAQUIS
 RF0272  USGS QUAD   -  WADLEIGH POND (1989)
 RF0272
 RF0272                         *CURRENT SURVEY CONTROL
 RF0272  ___________________________________________________________________
 RF0272* NAD 83(1986)-  46 17 23.     (N)    069 41 59.     (W)     SCALED    
 RF0272* NAVD 88     -       490.476  (meters)    1609.17   (feet)  ADJUSTED  
 RF0272  ___________________________________________________________________
 RF0272  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 RF0272  DYNAMIC HT  -         490.485 (meters)    1609.20  (feet)  COMP
 RF0272  MODELED GRAV-     980,618.3   (mgal)                       NAVD 88
 RF0272
 RF0272  VERT ORDER  -  SECOND    CLASS 0
 RF0272
 RF0272.The horizontal coordinates were scaled from a topographic map and have
 RF0272.an estimated accuracy of +/- 6 seconds.
 RF0272
 RF0272.The orthometric height was determined by differential leveling
 RF0272.and adjusted by the National Geodetic Survey in June 1991..
 RF0272
 RF0272.The geoid height was determined by GEOID03.
 RF0272
 RF0272.The dynamic height is computed by dividing the NAVD 88
 RF0272.geopotential number by the normal gravity value computed on the
 RF0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0272.degrees latitude (g = 980.6199 gals.).
 RF0272
 RF0272.The modeled gravity was interpolated from observed gravity values.
 RF0272
 RF0272;                    North         East    Units  Estimated Accuracy
 RF0272;SPC ME E     -   292,170.      207,560.      MT  (+/- 180 meters Scaled)
 RF0272
 RF0272                          SUPERSEDED SURVEY CONTROL
 RF0272
 RF0272  NGVD 29 (??/??/92)  490.638  (m)         1609.70   (f) ADJ UNCH    2 0
 RF0272
 RF0272.Superseded values are not recommended for survey control.
 RF0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0272.See file dsdata.txt to determine how the superseded data were derived.
 RF0272
 RF0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM461264(NAD 83)
 RF0272_MARKER: DB = BENCH MARK DISK
 RF0272_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RF0272_SP_SET: MAPLE TREE
 RF0272_STAMPING: S 107 1953
 RF0272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RF0272
 RF0272  HISTORY     - Date     Condition        Report By
 RF0272  HISTORY     - 1953     MONUMENTED       CGS
 RF0272  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RF0272
 RF0272                          STATION DESCRIPTION
 RF0272
 RF0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0272'32.5 MI N FROM SEBOOMOOK DAM.
 RF0272'ABOUT 26.3 MILES NORTHWEST AND NORTH ALONG A GRAVEL ROAD LEADING
 RF0272'TO CAUCOMGOMOC LAKE FROM SEBOOMOOK DAM, THENCE ABOUT 6.2 MILES
 RF0272'NORTH AND NORTHWEST ALONG A ROAD LEADING TO FRANCIS LAKE, NEAR
 RF0272'THE TOP OF A LONG GRADE DECENDING SOUTH, ABOUT 0.15 MILE SOUTH OF
 RF0272'A POINT WHERE ROAD TURNS NORTHWEST AND DOWNHILL, SET VERTICALLY
 RF0272'IN THE SOUTHWEST FACE OF A 10-INCH MAPLE TREE, 19 FEET NORTHEAST
 RF0272'OF CENTER LINE OF ROAD, 59 FEET NORTH-NORTHEAST AND ACROSS ROAD
 RF0272'FROM A TRIANGULAR BLAZED 10-INCH FIR TREE, 66 1/2 FEET
 RF0272'EAST-SOUTHEAST AND ACROSS ROAD FROM A TRIANGULAR BLAZED 10-INCH
 RF0272'FIR TREE, 53 FEET SOUTHEAST OF CENTER LINE OF ROAD AT TOP OF A
 RF0272'SHARP KNOLL AND ABOUT 3 1/2 FEET ABOVE LEVEL OF ROAD.
 RF0272
 RF0272                          STATION RECOVERY (1985)
 RF0272
 RF0272'RECOVERY NOTE BY US POWER SQUADRON 1985 (LMT)
 RF0272'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0355 ***********************************************************************
 RF0355  DESIGNATION -  S 108
 RF0355  PID         -  RF0355
 RF0355  STATE/COUNTY-  ME/AROOSTOOK
 RF0355  USGS QUAD   -  BURNTLAND POND (1986)
 RF0355
 RF0355                         *CURRENT SURVEY CONTROL
 RF0355  ___________________________________________________________________
 RF0355* NAD 83(1986)-  46 42 31.     (N)    069 55 05.     (W)     SCALED    
 RF0355* NAVD 88     -       420.729  (meters)    1380.34   (feet)  ADJUSTED  
 RF0355  ___________________________________________________________________
 RF0355  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 RF0355  DYNAMIC HT  -         420.746 (meters)    1380.40  (feet)  COMP
 RF0355  MODELED GRAV-     980,640.1   (mgal)                       NAVD 88
 RF0355
 RF0355  VERT ORDER  -  SECOND    CLASS 0
 RF0355
 RF0355.The horizontal coordinates were scaled from a topographic map and have
 RF0355.an estimated accuracy of +/- 6 seconds.
 RF0355
 RF0355.The orthometric height was determined by differential leveling
 RF0355.and adjusted by the National Geodetic Survey in June 1991..
 RF0355
 RF0355.The geoid height was determined by GEOID03.
 RF0355
 RF0355.The dynamic height is computed by dividing the NAVD 88
 RF0355.geopotential number by the normal gravity value computed on the
 RF0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0355.degrees latitude (g = 980.6199 gals.).
 RF0355
 RF0355.The modeled gravity was interpolated from observed gravity values.
 RF0355
 RF0355;                    North         East    Units  Estimated Accuracy
 RF0355;SPC ME E     -   339,010.      191,580.      MT  (+/- 180 meters Scaled)
 RF0355
 RF0355                          SUPERSEDED SURVEY CONTROL
 RF0355
 RF0355  NGVD 29 (??/??/92)  420.903  (m)         1380.91   (f) ADJ UNCH    2 0
 RF0355
 RF0355.Superseded values are not recommended for survey control.
 RF0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0355.See file dsdata.txt to determine how the superseded data were derived.
 RF0355
 RF0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM298731(NAD 83)
 RF0355_MARKER: DB = BENCH MARK DISK
 RF0355_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RF0355_SP_SET: MAPLE TREE
 RF0355_STAMPING: S 108 1953
 RF0355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RF0355
 RF0355  HISTORY     - Date     Condition        Report By
 RF0355  HISTORY     - 1953     MONUMENTED       CGS
 RF0355  HISTORY     - 1981     MARK NOT FOUND   NGS
 RF0355
 RF0355                          STATION DESCRIPTION
 RF0355
 RF0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0355'4.4 MI E FROM LAC FRONTIERE.
 RF0355'ABOUT 4.35 MILES EAST ALONG A PRIVATE GRAVEL ROAD LEADING TO
 RF0355'CLAYTON LAKE FROM THE JUNCTION OF ROUTE 24 AT LAC FRONTIERE,
 RF0355'ABOUT 1.45 MILE WEST OF A 50-FOOT LOG BRIDGE OVER DEPOT STREAM, 23
 RF0355'FEET NORTHWEST OF CENTER LINE OF ROAD, SET VERTICALLY ABOUT 1 1/2
 RF0355'FEET ABOVE GROUND IN THE EAST FACE OF A 22-INCH MAPLE TREE AND
 RF0355'ABOUT 1 1/2 FEET ABOVE LEVEL OF ROAD.
 RF0355
 RF0355                          STATION RECOVERY (1981)
 RF0355
 RF0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RF0355'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0255 ***********************************************************************
 QG0255  DESIGNATION -  S 109
 QG0255  PID         -  QG0255
 QG0255  STATE/COUNTY-  ME/PISCATAQUIS
 QG0255  USGS QUAD   -  MILO NORTH (1988)
 QG0255
 QG0255                         *CURRENT SURVEY CONTROL
 QG0255  ___________________________________________________________________
 QG0255* NAD 83(1986)-  45 19 21.     (N)    068 52 44.     (W)     SCALED    
 QG0255* NAVD 88     -       112.699  (meters)     369.75   (feet)  ADJUSTED  
 QG0255  ___________________________________________________________________
 QG0255  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 QG0255  DYNAMIC HT  -         112.698 (meters)     369.74  (feet)  COMP
 QG0255  MODELED GRAV-     980,607.2   (mgal)                       NAVD 88
 QG0255
 QG0255  VERT ORDER  -  SECOND    CLASS 0
 QG0255
 QG0255.The horizontal coordinates were scaled from a topographic map and have
 QG0255.an estimated accuracy of +/- 6 seconds.
 QG0255
 QG0255.The orthometric height was determined by differential leveling
 QG0255.and adjusted by the National Geodetic Survey in June 1991..
 QG0255
 QG0255.The geoid height was determined by GEOID03.
 QG0255
 QG0255.The dynamic height is computed by dividing the NAVD 88
 QG0255.geopotential number by the normal gravity value computed on the
 QG0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0255.degrees latitude (g = 980.6199 gals.).
 QG0255
 QG0255.The modeled gravity was interpolated from observed gravity values.
 QG0255
 QG0255;                    North         East    Units  Estimated Accuracy
 QG0255;SPC ME E     -   184,050.      270,300.      MT  (+/- 180 meters Scaled)
 QG0255
 QG0255                          SUPERSEDED SURVEY CONTROL
 QG0255
 QG0255  NGVD 29 (??/??/92)  112.876  (m)          370.33   (f) ADJ UNCH    2 0
 QG0255
 QG0255.Superseded values are not recommended for survey control.
 QG0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0255.See file dsdata.txt to determine how the superseded data were derived.
 QG0255
 QG0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL094187(NAD 83)
 QG0255_MARKER: DB = BENCH MARK DISK
 QG0255_SETTING: 80 = SET IN A BOULDER
 QG0255_SP_SET: BOULDER
 QG0255_STAMPING: S 109 1953
 QG0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0255+STABILITY: SURFACE MOTION
 QG0255
 QG0255  HISTORY     - Date     Condition        Report By
 QG0255  HISTORY     - 1953     MONUMENTED       CGS
 QG0255
 QG0255                          STATION DESCRIPTION
 QG0255
 QG0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0255'1 MI E FROM ADAMS.
 QG0255'1.0 MILE EAST ALONG THE CANADIAN PACIFIC RAILWAY FROM THE
 QG0255'CROSSING OF THE BANGOR AND AROOSTOOK RAILROAD AT ADAMS, ABOUT
 QG0255'0.2 MILE WEST OF MILE POST 93, ABOUT 0.8 MILE WEST OF RAILROAD
 QG0255'BRIDGE OVER SCHOODIC STREAM ABOUT 35 YARDS WEST OF THE WEST
 QG0255'END OF A CUT, 38 1/2 FEET NORTH OF NORTH RAIL, 100 FEET NORTHEAST
 QG0255'AND ACROSS TRACK FROM TELEPHONE POLE NO. 3982, 88 1/2 FEET
 QG0255'NORTHWEST AND ACROSS TRACK FROM TELEPHONE POLE NO. 3981, IN
 QG0255'THE TOP OF THE HIGHEST POINT OF A 5 BY 5-FOOT ROUNDED BOULDER
 QG0255'AND ABOUT 3 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0097 ***********************************************************************
 RF0097  DESIGNATION -  S 11
 RF0097  PID         -  RF0097
 RF0097  STATE/COUNTY-  ME/AROOSTOOK
 RF0097  USGS QUAD   -  ST CROIX LAKE (1986)
 RF0097
 RF0097                         *CURRENT SURVEY CONTROL
 RF0097  ___________________________________________________________________
 RF0097* NAD 83(1986)-  46 16 15.     (N)    068 09 50.     (W)     SCALED    
 RF0097* NAVD 88     -       202.376  (meters)     663.96   (feet)  ADJUSTED  
 RF0097  ___________________________________________________________________
 RF0097  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 RF0097  DYNAMIC HT  -         202.386 (meters)     663.99  (feet)  COMP
 RF0097  MODELED GRAV-     980,662.5   (mgal)                       NAVD 88
 RF0097
 RF0097  VERT ORDER  -  FIRST     CLASS II
 RF0097
 RF0097.The horizontal coordinates were scaled from a topographic map and have
 RF0097.an estimated accuracy of +/- 6 seconds.
 RF0097
 RF0097.The orthometric height was determined by differential leveling
 RF0097.and adjusted by the National Geodetic Survey in June 1991..
 RF0097
 RF0097.The geoid height was determined by GEOID03.
 RF0097
 RF0097.The dynamic height is computed by dividing the NAVD 88
 RF0097.geopotential number by the normal gravity value computed on the
 RF0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0097.degrees latitude (g = 980.6199 gals.).
 RF0097
 RF0097.The modeled gravity was interpolated from observed gravity values.
 RF0097
 RF0097;                    North         East    Units  Estimated Accuracy
 RF0097;SPC ME E     -   289,430.      325,910.      MT  (+/- 180 meters Scaled)
 RF0097
 RF0097                          SUPERSEDED SURVEY CONTROL
 RF0097
 RF0097  NGVD 29 (??/??/92)  202.540  (m)          664.50   (f) ADJ UNCH    1 2
 RF0097
 RF0097.Superseded values are not recommended for survey control.
 RF0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0097.See file dsdata.txt to determine how the superseded data were derived.
 RF0097
 RF0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM644244(NAD 83)
 RF0097_MARKER: DB = BENCH MARK DISK
 RF0097_SETTING: 80 = SET IN A BOULDER
 RF0097_SP_SET: BOULDER
 RF0097_STAMPING: 664.500 S 11 1927
 RF0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0097+STABILITY: SURFACE MOTION
 RF0097
 RF0097  HISTORY     - Date     Condition        Report By
 RF0097  HISTORY     - 1927     MONUMENTED       CGS
 RF0097
 RF0097                          STATION DESCRIPTION
 RF0097
 RF0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 RF0097'10.9 MI N FROM SMYRNA MILLS.
 RF0097'10.9 MILES NORTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 RF0097'THE STATION AT SMYRNA MILLS, AROOSTOOK COUNTY, 1.7 MILES SOUTH
 RF0097'OF LITTLE CANADA, 6 RAILS NORTHWEST OF CULVERT A 13.19, 42 FEET
 RF0097'SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK, AND IN THE TOP
 RF0097'OF A BOULDER 3 FEET IN DIAMETER PROJECTING ABOUT 1-1/2 FEET ABOVE
 RF0097'THE GROUND.  A STANDARD DISK, STAMPED 664.500 S 11 1927.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0234 ***********************************************************************
 RF0234  DESIGNATION -  S 110
 RF0234  PID         -  RF0234
 RF0234  STATE/COUNTY-  ME/AROOSTOOK
 RF0234  USGS QUAD   -  UMSASKIS LAKE WEST (1986)
 RF0234
 RF0234                         *CURRENT SURVEY CONTROL
 RF0234  ___________________________________________________________________
 RF0234* NAD 83(1986)-  46 35 39.     (N)    069 29 03.     (W)     SCALED    
 RF0234* NAVD 88     -       324.517  (meters)    1064.69   (feet)  ADJUSTED  
 RF0234  ___________________________________________________________________
 RF0234  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 RF0234  DYNAMIC HT  -         324.529 (meters)    1064.73  (feet)  COMP
 RF0234  MODELED GRAV-     980,642.2   (mgal)                       NAVD 88
 RF0234
 RF0234  VERT ORDER  -  SECOND    CLASS 0
 RF0234
 RF0234.The horizontal coordinates were scaled from a topographic map and have
 RF0234.an estimated accuracy of +/- 6 seconds.
 RF0234
 RF0234.The orthometric height was determined by differential leveling
 RF0234.and adjusted by the National Geodetic Survey in June 1991..
 RF0234
 RF0234.The geoid height was determined by GEOID03.
 RF0234
 RF0234.The dynamic height is computed by dividing the NAVD 88
 RF0234.geopotential number by the normal gravity value computed on the
 RF0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0234.degrees latitude (g = 980.6199 gals.).
 RF0234
 RF0234.The modeled gravity was interpolated from observed gravity values.
 RF0234
 RF0234;                    North         East    Units  Estimated Accuracy
 RF0234;SPC ME E     -   325,780.      224,590.      MT  (+/- 180 meters Scaled)
 RF0234
 RF0234                          SUPERSEDED SURVEY CONTROL
 RF0234
 RF0234  NGVD 29 (??/??/92)  324.696  (m)         1065.27   (f) ADJ UNCH    2 0
 RF0234
 RF0234.Superseded values are not recommended for survey control.
 RF0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0234.See file dsdata.txt to determine how the superseded data were derived.
 RF0234
 RF0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM629601(NAD 83)
 RF0234_MARKER: DB = BENCH MARK DISK
 RF0234_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RF0234_SP_SET: CEDAR TREE
 RF0234_STAMPING: S 110 1953
 RF0234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RF0234
 RF0234  HISTORY     - Date     Condition        Report By
 RF0234  HISTORY     - 1953     MONUMENTED       CGS
 RF0234
 RF0234                          STATION DESCRIPTION
 RF0234
 RF0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0234'2.6 MI SE FROM CLAYTON LAKE.
 RF0234'ABOUT 2.65 MILES SOUTHEAST ALONG A PRIVATE GRAVEL ROAD LEADING
 RF0234'TO CHURCHILL LAKE FROM THE POST OFFICE AT CLAYTON LAKE, ABOUT 0.25
 RF0234'MILE WEST OF A 50-FOOT POLE BRIDGE OVER PRIESTLY BROOK, SET
 RF0234'VERTICALLY IN THE SOUTH FACE OF A 10-INCH CEDAR TREE, 24 FEET
 RF0234'NORTH OF CENTER LINE OF ROAD, 5 FEET WEST OF A TRIANGULAR BLAZED
 RF0234'8-INCH BALSAM TREE, 58 FEET NORTHEAST OF A TELEPHONE POLE WITH
 RF0234'GUY WIRE, 1 1/2 FEET ABOVE GROUND AND ABOUT 2 FEET ABOVE LEVEL
 RF0234'OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0647 ***********************************************************************
 PE0647  DESIGNATION -  S 111
 PE0647  PID         -  PE0647
 PE0647  STATE/COUNTY-  ME/PENOBSCOT
 PE0647  USGS QUAD   -  CARMEL (1982)
 PE0647
 PE0647                         *CURRENT SURVEY CONTROL
 PE0647  ___________________________________________________________________
 PE0647* NAD 83(1986)-  44 47 40.     (N)    069 01 01.     (W)     SCALED    
 PE0647* NAVD 88     -        40.245  (meters)     132.04   (feet)  ADJUSTED  
 PE0647  ___________________________________________________________________
 PE0647  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 PE0647  DYNAMIC HT  -          40.243 (meters)     132.03  (feet)  COMP
 PE0647  MODELED GRAV-     980,572.9   (mgal)                       NAVD 88
 PE0647  OBS GRAVITY -     980,576.4   (mgal)                       GRAV_OBS
 PE0647
 PE0647  VERT ORDER  -  FIRST     CLASS I
 PE0647
 PE0647.The horizontal coordinates were scaled from a topographic map and have
 PE0647.an estimated accuracy of +/- 6 seconds.
 PE0647
 PE0647.The orthometric height was determined by differential leveling
 PE0647.and adjusted by the National Geodetic Survey in June 1991..
 PE0647
 PE0647.The geoid height was determined by GEOID03.
 PE0647
 PE0647.The dynamic height is computed by dividing the NAVD 88
 PE0647.geopotential number by the normal gravity value computed on the
 PE0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0647.degrees latitude (g = 980.6199 gals.).
 PE0647
 PE0647.The modeled gravity was interpolated from observed gravity values.
 PE0647.The observed gravity was obtained from relative gravimeter ties
 PE0647.to the IGSN71 gravity network.
 PE0647
 PE0647;                    North         East    Units  Estimated Accuracy
 PE0647;SPC ME E     -   125,430.      259,100.      MT  (+/- 180 meters Scaled)
 PE0647
 PE0647                          SUPERSEDED SURVEY CONTROL
 PE0647
 PE0647  NGVD 29 (??/??/92)   40.461  (m)          132.75   (f) ADJ UNCH    1 1
 PE0647
 PE0647.Superseded values are not recommended for survey control.
 PE0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0647.See file dsdata.txt to determine how the superseded data were derived.
 PE0647
 PE0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK986601(NAD 83)
 PE0647_MARKER: DB = BENCH MARK DISK
 PE0647_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE0647_SP_SET: CULVERT
 PE0647_STAMPING: S 111 1953
 PE0647_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE0647
 PE0647  HISTORY     - Date     Condition        Report By
 PE0647  HISTORY     - 1953     MONUMENTED       CGS
 PE0647  HISTORY     - 1966     GOOD             NGS
 PE0647  HISTORY     - 1983     POOR             USPSQD
 PE0647
 PE0647                          STATION DESCRIPTION
 PE0647
 PE0647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0647'1.4 MI E FROM CARMEL.
 PE0647'1.4 MILES EAST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE0647'OVERPASS CROSSING OF U.S. HIGHWAY 2 AT CARMEL, 2 1/2 RAILS EAST OF
 PE0647'MILEPOST P123/V128, IN THE TOP OF THE SOUTH END OF THE TOP STEP
 PE0647'OF THE EAST ABUTMENT FOR A 4-FOOT STONE BOX CULVERT, 17.5 FEET
 PE0647'SOUTH OF THE SOUTH RAIL, 3 1/2 FEET SOUTHWEST OF THE EAST
 PE0647'END OF THE SOUTH HEAD WALL, AND ABOUT 7 FEET BELOW THE LEVEL OF
 PE0647'THE TRACK.
 PE0647
 PE0647                          STATION RECOVERY (1983)
 PE0647
 PE0647'RECOVERY NOTE BY US POWER SQUADRON 1983
 PE0647'THE SURFACE OF THE DISK HAS BEEN MUTILATED SO THAT THE MARKING ARE
 PE0647'PARTLY ILLEGIBEL. DISK HAS BEEN PRIED UPON BUT APPARENTLY HAS NOT
 PE0647'BEEN LOOSENED NOR MOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0267 ***********************************************************************
 RF0267  DESIGNATION -  S 112
 RF0267  PID         -  RF0267
 RF0267  STATE/COUNTY-  ME/PISCATAQUIS
 RF0267  USGS QUAD   -  WADLEIGH POND (1989)
 RF0267
 RF0267                         *CURRENT SURVEY CONTROL
 RF0267  ___________________________________________________________________
 RF0267* NAD 83(1986)-  46 18 56.     (N)    069 43 26.     (W)     SCALED    
 RF0267* NAVD 88     -       462.521  (meters)    1517.45   (feet)  ADJUSTED  
 RF0267  ___________________________________________________________________
 RF0267  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 RF0267  DYNAMIC HT  -         462.518 (meters)    1517.44  (feet)  COMP
 RF0267  MODELED GRAV-     980,593.7   (mgal)                       NAVD 88
 RF0267
 RF0267  VERT ORDER  -  SECOND    CLASS 0
 RF0267
 RF0267.The horizontal coordinates were scaled from a topographic map and have
 RF0267.an estimated accuracy of +/- 6 seconds.
 RF0267
 RF0267.The orthometric height was determined by differential leveling
 RF0267.and adjusted by the National Geodetic Survey in June 1991..
 RF0267
 RF0267.The geoid height was determined by GEOID03.
 RF0267
 RF0267.The dynamic height is computed by dividing the NAVD 88
 RF0267.geopotential number by the normal gravity value computed on the
 RF0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0267.degrees latitude (g = 980.6199 gals.).
 RF0267
 RF0267.The modeled gravity was interpolated from observed gravity values.
 RF0267
 RF0267;                    North         East    Units  Estimated Accuracy
 RF0267;SPC ME E     -   295,070.      205,740.      MT  (+/- 180 meters Scaled)
 RF0267
 RF0267                          SUPERSEDED SURVEY CONTROL
 RF0267
 RF0267  NGVD 29 (??/??/92)  462.671  (m)         1517.95   (f) ADJ UNCH    2 0
 RF0267
 RF0267.Superseded values are not recommended for survey control.
 RF0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0267.See file dsdata.txt to determine how the superseded data were derived.
 RF0267
 RF0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM442293(NAD 83)
 RF0267_MARKER: DB = BENCH MARK DISK
 RF0267_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RF0267_SP_SET: CEDAR TREE
 RF0267_STAMPING: S 112 1953
 RF0267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RF0267
 RF0267  HISTORY     - Date     Condition        Report By
 RF0267  HISTORY     - 1953     MONUMENTED       CGS
 RF0267
 RF0267                          STATION DESCRIPTION
 RF0267
 RF0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0267'37 MI NE FROM STE AURELIE.
 RF0267'ABOUT 32.6 MILES NORTHEAST AND EAST ALONG A GRAVEL ROAD LEADING
 RF0267'TO FRANCIS LAKE FROM THE CHURCH AT STE AURELIE, THENCE ABOUT
 RF0267'4.35 MILES EAST AND SOUTHEAST ALONG A ROAD LEADING TO CAUCOMGOMOC
 RF0267'LAKE, ABOUT 0.25 MILE NORTHWEST OF A DIM ROAD LEADING EAST, SET
 RF0267'VERTICALLY IN NORTHEAST FACE OF A 14-INCH CEDAR TREE, 36 FEET
 RF0267'SOUTH-SOUTHWEST OF CENTER LINE OF ROAD, 56 FEET SOUTHWEST AND
 RF0267'ACROSS ROAD FROM A TRIANGULAR BLAZED 7-INCH BALSAM TREE, 25 FEET
 RF0267'WEST OF A TRIANGULAR BLAZED 6-INCH BALSAM TREE, 27 FEET
 RF0267'NORTH-NORTHEAST OF CENTER OF A SMALL STREAM, AND ABOUT 1 FOOT
 RF0267'ABOVE LEVEL OF ROAD.  NOTE-- MARK MAY BE REACHED FROM SEBOOMOOK
 RF0267'DAM, SOMERSET COUNTY, BY GOING ABOUT 26.3 MILES NORTHWEST AND
 RF0267'NORTH ALONG A GRAVEL ROAD LEADING TO CAUCOMGOMOC LAKE, THENCE
 RF0267'ABOUT 9.7 MILES NORTH AND NORTHWEST ALONG A ROAD LEADING TO
 RF0267'FRANCIS LAKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0083 ***********************************************************************
 RF0083  DESIGNATION -  S 113
 RF0083  PID         -  RF0083
 RF0083  STATE/COUNTY-  ME/AROOSTOOK
 RF0083  USGS QUAD   -  NEW SWEDEN (1978)
 RF0083
 RF0083                         *CURRENT SURVEY CONTROL
 RF0083  ___________________________________________________________________
 RF0083* NAD 83(1986)-  46 59 56.     (N)    068 03 00.     (W)     SCALED    
 RF0083* NAVD 88     -       209.627  (meters)     687.75   (feet)  ADJUSTED  
 RF0083  ___________________________________________________________________
 RF0083  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 RF0083  DYNAMIC HT  -         209.654 (meters)     687.84  (feet)  COMP
 RF0083  MODELED GRAV-     980,733.6   (mgal)                       NAVD 88
 RF0083
 RF0083  VERT ORDER  -  SECOND    CLASS 0
 RF0083
 RF0083.The horizontal coordinates were scaled from a topographic map and have
 RF0083.an estimated accuracy of +/- 6 seconds.
 RF0083
 RF0083.The orthometric height was determined by differential leveling
 RF0083.and adjusted by the National Geodetic Survey in June 1991..
 RF0083
 RF0083.The geoid height was determined by GEOID03.
 RF0083
 RF0083.The dynamic height is computed by dividing the NAVD 88
 RF0083.geopotential number by the normal gravity value computed on the
 RF0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0083.degrees latitude (g = 980.6199 gals.).
 RF0083
 RF0083.The modeled gravity was interpolated from observed gravity values.
 RF0083
 RF0083;                    North         East    Units  Estimated Accuracy
 RF0083;SPC ME E     -   370,400.      334,220.      MT  (+/- 180 meters Scaled)
 RF0083
 RF0083                          SUPERSEDED SURVEY CONTROL
 RF0083
 RF0083  NGVD 29 (??/??/92)  209.808  (m)          688.35   (f) ADJ UNCH    2 0
 RF0083
 RF0083.Superseded values are not recommended for survey control.
 RF0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0083.See file dsdata.txt to determine how the superseded data were derived.
 RF0083
 RF0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN722054(NAD 83)
 RF0083_MARKER: DB = BENCH MARK DISK
 RF0083_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RF0083_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RF0083_STAMPING: S 113 1953
 RF0083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RF0083
 RF0083  HISTORY     - Date     Condition        Report By
 RF0083  HISTORY     - 1953     MONUMENTED       CGS
 RF0083
 RF0083                          STATION DESCRIPTION
 RF0083
 RF0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RF0083'6.1 MI SE FROM STOCKHOLM.
 RF0083'ABOUT 6.1 MILES SOUTHEAST ALONG ACADIA ROAD FROM THE INTERSECTION
 RF0083'OF MAIN STREET AND THE BANGOR AND AROOSTOOK RAILROAD AT STOCKHOLM,
 RF0083'ABOUT 1.05 MILES WEST OF THE JUNCTION OF U.S. HIGHWAY 1, 50 FEET
 RF0083'SOUTH-SOUTHWEST OF CENTER LINE OF ROAD, 134 FEET EAST-NORTHEAST
 RF0083'OF CENTER OF A WELL, 95 FEET NORTHWEST OF A LONG 10-INCH APPLE
 RF0083'TREE, 86 1/2 FEET EAST-SOUTHEAST OF NORTHEAST CORNER OF AN
 RF0083'ABANDONED UNDERGROUND CELLAR, 4 FEET NORTH OF A FENCE LINE,
 RF0083'ABOUT 3 FEET BELOW LEVEL OF ROAD AND IS A DISK WELDED ON THE TOP
 RF0083'OF A 3-INCH PIPE PROJECTING 6 INCHES.  NOTE-- MARK MAY BE
 RF0083'REACHED FROM THE POST OFFICE AT CARIBOU BY GOING ABOUT 10.3 MILES
 RF0083'NORTH ALONG U.S. HIGHWAY 1 TO A ROAD JUNCTION AT A POINT ABOUT
 RF0083'0.1 MILE SOUTH OF BRIDGE OVER HALFWAY BROOK, THENCE ABOUT 1.05
 RF0083'MILES WEST ALONG A ROAD LEADING TO STOCKHOLM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0332 ***********************************************************************
 QG0332  DESIGNATION -  S 114
 QG0332  PID         -  QG0332
 QG0332  STATE/COUNTY-  ME/PISCATAQUIS
 QG0332  USGS QUAD   -  MILO SOUTH (1983)
 QG0332
 QG0332                         *CURRENT SURVEY CONTROL
 QG0332  ___________________________________________________________________
 QG0332* NAD 83(1986)-  45 13 54.     (N)    068 57 47.     (W)     SCALED    
 QG0332* NAVD 88     -        88.534  (meters)     290.47   (feet)  ADJUSTED  
 QG0332  ___________________________________________________________________
 QG0332  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 QG0332  DYNAMIC HT  -          88.533 (meters)     290.46  (feet)  COMP
 QG0332  MODELED GRAV-     980,604.0   (mgal)                       NAVD 88
 QG0332
 QG0332  VERT ORDER  -  FIRST     CLASS II
 QG0332
 QG0332.The horizontal coordinates were scaled from a topographic map and have
 QG0332.an estimated accuracy of +/- 6 seconds.
 QG0332
 QG0332.The orthometric height was determined by differential leveling
 QG0332.and adjusted by the National Geodetic Survey in June 1991..
 QG0332
 QG0332.The geoid height was determined by GEOID03.
 QG0332
 QG0332.The dynamic height is computed by dividing the NAVD 88
 QG0332.geopotential number by the normal gravity value computed on the
 QG0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0332.degrees latitude (g = 980.6199 gals.).
 QG0332
 QG0332.The modeled gravity was interpolated from observed gravity values.
 QG0332
 QG0332;                    North         East    Units  Estimated Accuracy
 QG0332;SPC ME E     -   173,990.      263,640.      MT  (+/- 180 meters Scaled)
 QG0332
 QG0332                          SUPERSEDED SURVEY CONTROL
 QG0332
 QG0332  NGVD 29 (??/??/92)   88.713  (m)          291.05   (f) ADJ UNCH    1 2
 QG0332
 QG0332.Superseded values are not recommended for survey control.
 QG0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0332.See file dsdata.txt to determine how the superseded data were derived.
 QG0332
 QG0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL029086(NAD 83)
 QG0332_MARKER: DB = BENCH MARK DISK
 QG0332_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QG0332_SP_SET: ABUTMENT
 QG0332_STAMPING: S 114 1953
 QG0332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG0332
 QG0332  HISTORY     - Date     Condition        Report By
 QG0332  HISTORY     - 1953     MONUMENTED       CGS
 QG0332
 QG0332                          STATION DESCRIPTION
 QG0332
 QG0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QG0332'0.5 MI SE FROM DERBY.
 QG0332'0.5 MILE SOUTHEAST ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 QG0332'THE STATION AT DERBY, IN THE TOP OF THE WEST CORNER OF THE CONCRETE
 QG0332'TOP OF NORTHWEST STONE MASONRY ABUTMENT OF RAILROAD STEEL BRIDGE
 QG0332'NO. 65.25 OVER PISCATAQUIS RIVER, 10 1/2 FEET SOUTHWEST OF SOUTHWEST
 QG0332'RAIL AND ABOUT 2 1/2 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0652 ***********************************************************************
 PE0652  DESIGNATION -  S 115
 PE0652  PID         -  PE0652
 PE0652  STATE/COUNTY-  ME/PENOBSCOT
 PE0652  USGS QUAD   -  CARMEL (1982)
 PE0652
 PE0652                         *CURRENT SURVEY CONTROL
 PE0652  ___________________________________________________________________
 PE0652* NAD 83(1986)-  44 48 35.     (N)    069 03 55.     (W)     SCALED    
 PE0652* NAVD 88     -        54.563  (meters)     179.01   (feet)  ADJUSTED  
 PE0652  ___________________________________________________________________
 PE0652  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 PE0652  DYNAMIC HT  -          54.561 (meters)     179.01  (feet)  COMP
 PE0652  MODELED GRAV-     980,573.3   (mgal)                       NAVD 88
 PE0652
 PE0652  VERT ORDER  -  FIRST     CLASS I
 PE0652
 PE0652.The horizontal coordinates were scaled from a topographic map and have
 PE0652.an estimated accuracy of +/- 6 seconds.
 PE0652
 PE0652.The orthometric height was determined by differential leveling
 PE0652.and adjusted by the National Geodetic Survey in June 1991..
 PE0652
 PE0652.The geoid height was determined by GEOID03.
 PE0652
 PE0652.The dynamic height is computed by dividing the NAVD 88
 PE0652.geopotential number by the normal gravity value computed on the
 PE0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0652.degrees latitude (g = 980.6199 gals.).
 PE0652
 PE0652.The modeled gravity was interpolated from observed gravity values.
 PE0652
 PE0652;                    North         East    Units  Estimated Accuracy
 PE0652;SPC ME E     -   127,160.      255,290.      MT  (+/- 180 meters Scaled)
 PE0652
 PE0652                          SUPERSEDED SURVEY CONTROL
 PE0652
 PE0652  NGVD 29 (??/??/92)   54.780  (m)          179.72   (f) ADJ UNCH    1 1
 PE0652
 PE0652.Superseded values are not recommended for survey control.
 PE0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0652.See file dsdata.txt to determine how the superseded data were derived.
 PE0652
 PE0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK948618(NAD 83)
 PE0652_MARKER: DB = BENCH MARK DISK
 PE0652_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE0652_SP_SET: CULVERT
 PE0652_STAMPING: S 115 1953
 PE0652_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE0652
 PE0652  HISTORY     - Date     Condition        Report By
 PE0652  HISTORY     - 1953     MONUMENTED       CGS
 PE0652  HISTORY     - 1966     GOOD             NGS
 PE0652  HISTORY     - 1978     GOOD             DOD
 PE0652  HISTORY     - 1988     GOOD             USPSQD
 PE0652
 PE0652                          STATION DESCRIPTION
 PE0652
 PE0652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0652'1.2 MI W FROM CARMEL.
 PE0652'1.2 MILES WEST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE0652'OVERPASS CROSSING OF U.S. HIGHWAY 2 AT CARMEL, ABOUT 0.5 MILE
 PE0652'WEST OF MILEPOST V130/P121, ABOUT 0.1 MILE WEST OF A GRAVELED
 PE0652'ROAD CROSSING, IN THE TOP OF THE NORTH END OF THE WEST ABUTMENT
 PE0652'FOR A 4 FOOT STONE BOX CULVERT, 33.6 FEET NORTH OF THE NORTH
 PE0652'RAIL, 4 1/2 FEET NORTHEAST OF THE WEST END OF THE NORTH HEAD
 PE0652'WALL, AND ABOUT 10 FEET BELOW THE LEVEL OF THE TRACK.
 PE0652
 PE0652                          STATION RECOVERY (1978)
 PE0652
 PE0652'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE0652'RECOVERED IN GOOD CONDITION.
 PE0652
 PE0652                          STATION RECOVERY (1988)
 PE0652
 PE0652'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE0652'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0511 ***********************************************************************
 QG0511  DESIGNATION -  S 12
 QG0511  PID         -  QG0511
 QG0511  STATE/COUNTY-  ME/PENOBSCOT
 QG0511  USGS QUAD   -  STACYVILLE (1989)
 QG0511
 QG0511                         *CURRENT SURVEY CONTROL
 QG0511  ___________________________________________________________________
 QG0511* NAD 83(1986)-  45 45 47.     (N)    068 32 20.     (W)     SCALED    
 QG0511* NAVD 88     -       125.621  (meters)     412.14   (feet)  ADJUSTED  
 QG0511  ___________________________________________________________________
 QG0511  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 QG0511  DYNAMIC HT  -         125.625 (meters)     412.15  (feet)  COMP
 QG0511  MODELED GRAV-     980,643.2   (mgal)                       NAVD 88
 QG0511
 QG0511  VERT ORDER  -  FIRST     CLASS II
 QG0511
 QG0511.The horizontal coordinates were scaled from a topographic map and have
 QG0511.an estimated accuracy of +/- 6 seconds.
 QG0511
 QG0511.The orthometric height was determined by differential leveling
 QG0511.and adjusted by the National Geodetic Survey in June 1991..
 QG0511
 QG0511.The geoid height was determined by GEOID03.
 QG0511
 QG0511.The dynamic height is computed by dividing the NAVD 88
 QG0511.geopotential number by the normal gravity value computed on the
 QG0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0511.degrees latitude (g = 980.6199 gals.).
 QG0511
 QG0511.The modeled gravity was interpolated from observed gravity values.
 QG0511
 QG0511;                    North         East    Units  Estimated Accuracy
 QG0511;SPC ME E     -   232,940.      296,980.      MT  (+/- 180 meters Scaled)
 QG0511
 QG0511                          SUPERSEDED SURVEY CONTROL
 QG0511
 QG0511  NGVD 29 (??/??/92)  125.799  (m)          412.73   (f) ADJ UNCH    1 2
 QG0511
 QG0511.Superseded values are not recommended for survey control.
 QG0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0511.See file dsdata.txt to determine how the superseded data were derived.
 QG0511
 QG0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL358678(NAD 83)
 QG0511_MARKER: DB = BENCH MARK DISK
 QG0511_SETTING: 66 = SET IN ROCK OUTCROP
 QG0511_SP_SET: ROCK OUTCROP
 QG0511_STAMPING: 412.726 S 12 1927
 QG0511_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0511+STABILITY: POSITION/ELEVATION WELL
 QG0511
 QG0511  HISTORY     - Date     Condition        Report By
 QG0511  HISTORY     - 1927     MONUMENTED       CGS
 QG0511
 QG0511                          STATION DESCRIPTION
 QG0511
 QG0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 QG0511'3.2 MI NE FROM GRINDSTONE.
 QG0511'3.2 MILES NORTHEAST ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 QG0511'THE STATION AT GRINDSTONE, PENOBSCOT COUNTY, 5-1/2 RAILS SOUTH OF
 QG0511'MILEPOST 117, 21.9 FEET EAST OF THE EAST RAIL, IN THE TOP OF A
 QG0511'ROCK OUTCROP ABOUT 10 FEET IN DIAMETER, AND ABOUT 2 FEET ABOVE THE
 QG0511'GROUND.  A STANDARD DISK, STAMPED 412.726 S 12 1927.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0117 ***********************************************************************
 OC0117  DESIGNATION -  S 121
 OC0117  PID         -  OC0117
 OC0117  STATE/COUNTY-  ME/CUMBERLAND
 OC0117  USGS QUAD   -  PORTLAND WEST (1978)
 OC0117
 OC0117                         *CURRENT SURVEY CONTROL
 OC0117  ___________________________________________________________________
 OC0117* NAD 83(1986)-  43 40 50.     (N)    070 21 08.     (W)     SCALED    
 OC0117* NAVD 88     -        22.058  (meters)      72.37   (feet)  ADJUSTED  
 OC0117  ___________________________________________________________________
 OC0117  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 OC0117  DYNAMIC HT  -          22.055 (meters)      72.36  (feet)  COMP
 OC0117  MODELED GRAV-     980,491.9   (mgal)                       NAVD 88
 OC0117
 OC0117  VERT ORDER  -  FIRST     CLASS II
 OC0117
 OC0117.The horizontal coordinates were scaled from a topographic map and have
 OC0117.an estimated accuracy of +/- 6 seconds.
 OC0117
 OC0117.The orthometric height was determined by differential leveling
 OC0117.and adjusted by the National Geodetic Survey in June 1991..
 OC0117
 OC0117.The geoid height was determined by GEOID03.
 OC0117
 OC0117.The dynamic height is computed by dividing the NAVD 88
 OC0117.geopotential number by the normal gravity value computed on the
 OC0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0117.degrees latitude (g = 980.6199 gals.).
 OC0117
 OC0117.The modeled gravity was interpolated from observed gravity values.
 OC0117
 OC0117;                    North         East    Units  Estimated Accuracy
 OC0117;SPC ME W     -    94,140.      885,040.      MT  (+/- 180 meters Scaled)
 OC0117
 OC0117                          SUPERSEDED SURVEY CONTROL
 OC0117
 OC0117  NGVD 29 (??/??/92)   22.269  (m)           73.06   (f) ADJ UNCH    1 2
 OC0117
 OC0117.Superseded values are not recommended for survey control.
 OC0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0117.See file dsdata.txt to determine how the superseded data were derived.
 OC0117
 OC0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ910372(NAD 83)
 OC0117_MARKER: DB = BENCH MARK DISK
 OC0117_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC0117_SP_SET: BUILDING
 OC0117_STAMPING: S 121 1955
 OC0117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC0117
 OC0117  HISTORY     - Date     Condition        Report By
 OC0117  HISTORY     - 1955     MONUMENTED       CGS
 OC0117  HISTORY     - 1976     GOOD             NGS
 OC0117  HISTORY     - 19940617 GOOD             USPSQD
 OC0117
 OC0117                          STATION DESCRIPTION
 OC0117
 OC0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 OC0117'AT WESTBROOK.
 OC0117'AT WESTBROOK, ABOUT 55 YARDS NORTHWEST ALONG THE MAINE CENTRAL
 OC0117'RAILROAD FROM CUMBERLAND MILLS STATION, AT CROSSING OF M.C. RR
 OC0117'AND MAINE STREET (STATE HIGHWAY 25), 44 1/2 FEET NORTHEAST
 OC0117'OF NORTHEAST RAIL OF NORTHEAST TRACK, 38 1/2 FEET SOUTH OF SOUTH
 OC0117'CURB OF MAIN STREET, SET VERTICALLY IN THE NORTHWEST FACE OF
 OC0117'RED BRICK WAREHOUSE BUILDING OF WARREN COMPANY, 2.3 FEET
 OC0117'NORTHEAST OF WEST CORNER OF BUILDING, 1.9 FEET ABOVE GROUND
 OC0117'AND ABOUT 3 FEET ABOVE LEVEL OF TRACK.
 OC0117
 OC0117                          STATION RECOVERY (1976)
 OC0117
 OC0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0117'RECOVERED IN GOOD CONDITION.
 OC0117
 OC0117                          STATION RECOVERY (1994)
 OC0117
 OC0117'RECOVERY NOTE BY US POWER SQUADRON 1994
 OC0117'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0553 ***********************************************************************
 OC0553  DESIGNATION -  S 122
 OC0553  PID         -  OC0553
 OC0553  STATE/COUNTY-  ME/YORK
 OC0553  USGS QUAD   -  CORNISH (1964)
 OC0553
 OC0553                         *CURRENT SURVEY CONTROL
 OC0553  ___________________________________________________________________
 OC0553* NAD 83(1986)-  43 48 17.     (N)    070 48 16.     (W)     SCALED    
 OC0553* NAVD 88     -       104.164  (meters)     341.74   (feet)  ADJUSTED  
 OC0553  ___________________________________________________________________
 OC0553  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 OC0553  DYNAMIC HT  -         104.148 (meters)     341.69  (feet)  COMP
 OC0553  MODELED GRAV-     980,464.7   (mgal)                       NAVD 88
 OC0553
 OC0553  VERT ORDER  -  FIRST     CLASS II
 OC0553
 OC0553.The horizontal coordinates were scaled from a topographic map and have
 OC0553.an estimated accuracy of +/- 6 seconds.
 OC0553
 OC0553.The orthometric height was determined by differential leveling
 OC0553.and adjusted by the National Geodetic Survey in June 1991..
 OC0553
 OC0553.The geoid height was determined by GEOID03.
 OC0553
 OC0553.The dynamic height is computed by dividing the NAVD 88
 OC0553.geopotential number by the normal gravity value computed on the
 OC0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0553.degrees latitude (g = 980.6199 gals.).
 OC0553
 OC0553.The modeled gravity was interpolated from observed gravity values.
 OC0553
 OC0553;                    North         East    Units  Estimated Accuracy
 OC0553;SPC ME W     -   108,110.      848,680.      MT  (+/- 180 meters Scaled)
 OC0553
 OC0553                          SUPERSEDED SURVEY CONTROL
 OC0553
 OC0553  NGVD 29 (??/??/92)  104.339  (m)          342.32   (f) ADJ UNCH    1 2
 OC0553
 OC0553.Superseded values are not recommended for survey control.
 OC0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0553.See file dsdata.txt to determine how the superseded data were derived.
 OC0553
 OC0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ548517(NAD 83)
 OC0553_MARKER: DB = BENCH MARK DISK
 OC0553_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC0553_SP_SET: BRIDGE WALL
 OC0553_STAMPING: S 122 1955
 OC0553_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC0553
 OC0553  HISTORY     - Date     Condition        Report By
 OC0553  HISTORY     - 1955     MONUMENTED       CGS
 OC0553  HISTORY     - 1975     MARK NOT FOUND   NGS
 OC0553  HISTORY     - 20050827 MARK NOT FOUND   GEOCAC
 OC0553
 OC0553                          STATION DESCRIPTION
 OC0553
 OC0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 OC0553'AT CORNISH.
 OC0553'AT CORNISH, ABOUT 0.2 MILE WEST ALONG STATE HIGHWAY 25 FROM
 OC0553'BONNEY MEMORIAL LIBRARY, ABOUT 0.1 MILE WEST OF POST OFFICE, AT
 OC0553'HIGHWAY BRIDGE OVER LITTLE RIVER, 29 FEET SOUTHWEST OF CENTER
 OC0553'LINE OF HIGHWAY, 18 FEET NORTHEAST OF NORTH CORNER OF FIRE
 OC0553'DEPARTMENT BUILDING, IN THE TOP OF A CONCRETE RETAINING WALL
 OC0553'WHICH EXTENDS SOUTHWEST FROM THE SOUTHEAST ABUTMENT OF BRIDGE TO
 OC0553'THE WALL OF A SMALL DAM ACROSS RIVER, 2.3 FEET WEST OF SOUTH
 OC0553'CORNER OF SOUTHWEST CONCRETE BANISTER OF BRIDGE AND ABOUT 1 FOOT
 OC0553'BELOW LEVEL OF HIGHWAY.
 OC0553
 OC0553                          STATION RECOVERY (1975)
 OC0553
 OC0553'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 OC0553'MARK NOT FOUND.
 OC0553
 OC0553                          STATION RECOVERY (2005)
 OC0553
 OC0553'RECOVERY NOTE BY GEOCACHING 2005 (JKS)
 OC0553'MARK NOT FOUND. EITHER THIS IS A NEW DAM OR CONCRETE HAS BEEN ADDED TO
 OC0553'IT. THE ABUTMENT IS CLEARLY VISIBLE AND ACCESSABLE AND NO MARK CAN BE
 OC0553'SEEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1486 ***********************************************************************
 PE1486  DESIGNATION -  S 128
 PE1486  PID         -  PE1486
 PE1486  STATE/COUNTY-  ME/KENNEBEC
 PE1486  USGS QUAD   -  CLINTON (1988)
 PE1486
 PE1486                         *CURRENT SURVEY CONTROL
 PE1486  ___________________________________________________________________
 PE1486* NAD 83(1986)-  44 39 16.     (N)    069 30 08.     (W)     SCALED    
 PE1486* NAVD 88     -        43.894  (meters)     144.01   (feet)  ADJUSTED  
 PE1486  ___________________________________________________________________
 PE1486  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 PE1486  DYNAMIC HT  -          43.892 (meters)     144.00  (feet)  COMP
 PE1486  MODELED GRAV-     980,569.0   (mgal)                       NAVD 88
 PE1486
 PE1486  VERT ORDER  -  SECOND    CLASS 0
 PE1486
 PE1486.The horizontal coordinates were scaled from a topographic map and have
 PE1486.an estimated accuracy of +/- 6 seconds.
 PE1486
 PE1486.The orthometric height was determined by differential leveling
 PE1486.and adjusted by the National Geodetic Survey in June 1991..
 PE1486
 PE1486.The geoid height was determined by GEOID03.
 PE1486
 PE1486.The dynamic height is computed by dividing the NAVD 88
 PE1486.geopotential number by the normal gravity value computed on the
 PE1486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1486.degrees latitude (g = 980.6199 gals.).
 PE1486
 PE1486.The modeled gravity was interpolated from observed gravity values.
 PE1486
 PE1486;                    North         East    Units  Estimated Accuracy
 PE1486;SPC ME W     -   202,550.      952,700.      MT  (+/- 180 meters Scaled)
 PE1486
 PE1486                          SUPERSEDED SURVEY CONTROL
 PE1486
 PE1486  NGVD 29 (??/??/92)   44.114  (m)          144.73   (f) ADJ UNCH    2 0
 PE1486
 PE1486.Superseded values are not recommended for survey control.
 PE1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1486.See file dsdata.txt to determine how the superseded data were derived.
 PE1486
 PE1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK601446(NAD 83)
 PE1486_MARKER: DB = BENCH MARK DISK
 PE1486_SETTING: 66 = SET IN ROCK OUTCROP
 PE1486_SP_SET: ROCK CUT
 PE1486_STAMPING: S 128 1958
 PE1486_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1486+STABILITY: POSITION/ELEVATION WELL
 PE1486
 PE1486  HISTORY     - Date     Condition        Report By
 PE1486  HISTORY     - 1958     MONUMENTED       CGS
 PE1486  HISTORY     - 1978     GOOD             LOCENG
 PE1486
 PE1486                          STATION DESCRIPTION
 PE1486
 PE1486'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE1486'1 MI N FROM CLINTON.
 PE1486'ABOUT 0.2 MILES NORTH ALONG A BLACKTOP ROAD FROM THE MAINE
 PE1486'CENTRAL RAILROAD STATION AT CLINTON, THENCE 0.8 MILES NORTH ALONG
 PE1486'A GRAVEL ROAD (MUTTON LANE), SET IN THE TOP OF A 2-FOOT BY
 PE1486'4-FOOT EXPOSED PORTION OF A SOLID ROCK IN LAWN AT A FARM HOUSE,
 PE1486'81 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 9 FEET NORTH
 PE1486'OF THE EAST CORNER OF PORCH, 3 FEET SOUTH OF THE SOUTH CORNER
 PE1486'OF THE GARAGE, 6 FEET SOUTHWEST OF THE CENTER LINE OF DRIVE TO
 PE1486'THE GARAGE, ABOUT LEVEL WITH THE LAWN AND ABOUT 2 FEET ABOVE
 PE1486'THE LEVEL OF THE ROAD.
 PE1486
 PE1486                          STATION RECOVERY (1978)
 PE1486
 PE1486'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 PE1486'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0706 ***********************************************************************
 PE0706  DESIGNATION -  S 129
 PE0706  PID         -  PE0706
 PE0706  STATE/COUNTY-  ME/SOMERSET
 PE0706  USGS QUAD   -  NEWPORT (1982)
 PE0706
 PE0706                         *CURRENT SURVEY CONTROL
 PE0706  ___________________________________________________________________
 PE0706* NAD 83(1986)-  44 47 39.     (N)    069 20 25.     (W)     SCALED    
 PE0706* NAVD 88     -        74.216  (meters)     243.49   (feet)  ADJUSTED  
 PE0706  ___________________________________________________________________
 PE0706  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 PE0706  DYNAMIC HT  -          74.213 (meters)     243.48  (feet)  COMP
 PE0706  MODELED GRAV-     980,572.6   (mgal)                       NAVD 88
 PE0706
 PE0706  VERT ORDER  -  FIRST     CLASS I
 PE0706
 PE0706.The horizontal coordinates were scaled from a topographic map and have
 PE0706.an estimated accuracy of +/- 6 seconds.
 PE0706
 PE0706.The orthometric height was determined by differential leveling
 PE0706.and adjusted by the National Geodetic Survey in June 1991..
 PE0706
 PE0706.The geoid height was determined by GEOID03.
 PE0706
 PE0706.The dynamic height is computed by dividing the NAVD 88
 PE0706.geopotential number by the normal gravity value computed on the
 PE0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0706.degrees latitude (g = 980.6199 gals.).
 PE0706
 PE0706.The modeled gravity was interpolated from observed gravity values.
 PE0706
 PE0706;                    North         East    Units  Estimated Accuracy
 PE0706;SPC ME W     -   218,190.      965,390.      MT  (+/- 180 meters Scaled)
 PE0706
 PE0706                          SUPERSEDED SURVEY CONTROL
 PE0706
 PE0706  NGVD 29 (??/??/92)   74.435  (m)          244.21   (f) ADJ UNCH    1 1
 PE0706
 PE0706.Superseded values are not recommended for survey control.
 PE0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0706.See file dsdata.txt to determine how the superseded data were derived.
 PE0706
 PE0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK730601(NAD 83)
 PE0706_MARKER: DB = BENCH MARK DISK
 PE0706_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 PE0706_SP_SET: UNSPECIFIED ROCK
 PE0706_STAMPING: S 129 1958
 PE0706_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0706
 PE0706  HISTORY     - Date     Condition        Report By
 PE0706  HISTORY     - 1958     MONUMENTED       CGS
 PE0706  HISTORY     - 1966     GOOD             NGS
 PE0706  HISTORY     - 1979     MARK NOT FOUND   USGS
 PE0706
 PE0706                          STATION DESCRIPTION
 PE0706
 PE0706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0706'2.4 MI NE FROM PITTSFIELD.
 PE0706'2.4 MILES NORTHEAST ALONG STATE HIGHWAY 100 AND 11 FROM THE
 PE0706'MAINE CENTRAL RAILROAD STATION AT PITTSFIELD, ABOUT 55 YARDS
 PE0706'SOUTHWEST OF THE CENTER OF THE JUNCTION OF ENTRANCE DRIVE TO
 PE0706'THE MIDWAY DRIVE-IN THEATER, IN THE TOP OF A ROCK THAT THE
 PE0706'EXPOSED PORTION IS ABOUT 1-BY-2-FOOT AND FLUSH WITH THE GROUND,
 PE0706'40 1/2 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 116 1/2
 PE0706'FEET NORTHWEST OF THE CENTER LINE OF THE ENTRANCE DRIVE, AND
 PE0706'ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 PE0706
 PE0706                          STATION RECOVERY (1979)
 PE0706
 PE0706'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PE0706'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0333 ***********************************************************************
 QG0333  DESIGNATION -  S 13
 QG0333  PID         -  QG0333
 QG0333  STATE/COUNTY-  ME/PISCATAQUIS
 QG0333  USGS QUAD   -  MILO SOUTH (1983)
 QG0333
 QG0333                         *CURRENT SURVEY CONTROL
 QG0333  ___________________________________________________________________
 QG0333* NAD 83(1986)-  45 13 48.     (N)    068 57 19.     (W)     SCALED    
 QG0333* NAVD 88     -        88.772  (meters)     291.25   (feet)  ADJUSTED  
 QG0333  ___________________________________________________________________
 QG0333  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 QG0333  DYNAMIC HT  -          88.770 (meters)     291.24  (feet)  COMP
 QG0333  MODELED GRAV-     980,603.7   (mgal)                       NAVD 88
 QG0333
 QG0333  VERT ORDER  -  FIRST     CLASS II
 QG0333
 QG0333.The horizontal coordinates were scaled from a topographic map and have
 QG0333.an estimated accuracy of +/- 6 seconds.
 QG0333
 QG0333.The orthometric height was determined by differential leveling
 QG0333.and adjusted by the National Geodetic Survey in June 1991..
 QG0333.WARNING-Repeat measurements at this control monument indicate possible
 QG0333.vertical movement.
 QG0333
 QG0333.The geoid height was determined by GEOID03.
 QG0333
 QG0333.The dynamic height is computed by dividing the NAVD 88
 QG0333.geopotential number by the normal gravity value computed on the
 QG0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0333.degrees latitude (g = 980.6199 gals.).
 QG0333
 QG0333.The modeled gravity was interpolated from observed gravity values.
 QG0333
 QG0333;                    North         East    Units  Estimated Accuracy
 QG0333;SPC ME E     -   173,800.      264,250.      MT  (+/- 180 meters Scaled)
 QG0333
 QG0333                          SUPERSEDED SURVEY CONTROL
 QG0333
 QG0333  NGVD 29 (??/??/92)   88.931  (m)          291.77   (f) ADJ UNCH    1 2
 QG0333
 QG0333.Superseded values are not recommended for survey control.
 QG0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0333.See file dsdata.txt to determine how the superseded data were derived.
 QG0333
 QG0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL035085(NAD 83)
 QG0333_MARKER: DB = BENCH MARK DISK
 QG0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0333_STAMPING: S 13 1927
 QG0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0333+STABILITY: SURFACE MOTION
 QG0333
 QG0333  HISTORY     - Date     Condition        Report By
 QG0333  HISTORY     - 1927     MONUMENTED       CGS
 QG0333  HISTORY     - 1953     GOOD             NGS
 QG0333  HISTORY     - 1978     GOOD             NGS
 QG0333
 QG0333                          STATION DESCRIPTION
 QG0333
 QG0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 QG0333'0.9 MI SE FROM DERBY.
 QG0333'0.9 MILE SOUTHEAST ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 QG0333'THE STATION AT DERBY, ABOUT 16 RAILS SOUTHEAST OF MILE POST 65,
 QG0333'AT THE CROSSING OF STATE HIGHWAY 221, 18 FEET SOUTHWEST OF
 QG0333'SOUTHWEST RAIL, 130 FEET NORTHWEST OF CENTER OF CROSSING, 1 1/2
 QG0333'FEET NORTHEAST OF A FENCE LINE, 50 FEET NORTH OF CENTER LINE
 QG0333'OF HIGHWAY, 31 1/2 FEET NORTHWEST OF A FENCE CORNER, 51 FEET
 QG0333'NORTHWEST OF POWER AND TELEPHONE POLE NO. 40 2/2, ABOUT 1 FOOT
 QG0333'BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST ABOUT
 QG0333'FLUSH WITH GROUND.
 QG0333
 QG0333                          STATION RECOVERY (1978)
 QG0333
 QG0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0333'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0766 ***********************************************************************
 PE0766  DESIGNATION -  S 130
 PE0766  PID         -  PE0766
 PE0766  STATE/COUNTY-  ME/PENOBSCOT
 PE0766  USGS QUAD   -  CARMEL (1982)
 PE0766
 PE0766                         *CURRENT SURVEY CONTROL
 PE0766  ___________________________________________________________________
 PE0766* NAD 83(1986)-  44 47 12.     (N)    069 07 16.     (W)     SCALED    
 PE0766* NAVD 88     -       136.314  (meters)     447.22   (feet)  ADJUSTED  
 PE0766  ___________________________________________________________________
 PE0766  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 PE0766  DYNAMIC HT  -         136.307 (meters)     447.20  (feet)  COMP
 PE0766  MODELED GRAV-     980,561.0   (mgal)                       NAVD 88
 PE0766
 PE0766  VERT ORDER  -  SECOND    CLASS 0
 PE0766
 PE0766.The horizontal coordinates were scaled from a topographic map and have
 PE0766.an estimated accuracy of +/- 6 seconds.
 PE0766
 PE0766.The orthometric height was determined by differential leveling
 PE0766.and adjusted by the National Geodetic Survey in June 1991..
 PE0766
 PE0766.The geoid height was determined by GEOID03.
 PE0766
 PE0766.The dynamic height is computed by dividing the NAVD 88
 PE0766.geopotential number by the normal gravity value computed on the
 PE0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0766.degrees latitude (g = 980.6199 gals.).
 PE0766
 PE0766.The modeled gravity was interpolated from observed gravity values.
 PE0766
 PE0766;                    North         East    Units  Estimated Accuracy
 PE0766;SPC ME E     -   124,630.      250,850.      MT  (+/- 180 meters Scaled)
 PE0766
 PE0766                          SUPERSEDED SURVEY CONTROL
 PE0766
 PE0766  NGVD 29 (??/??/92)  136.530  (m)          447.93   (f) ADJ UNCH    2 0
 PE0766
 PE0766.Superseded values are not recommended for survey control.
 PE0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0766.See file dsdata.txt to determine how the superseded data were derived.
 PE0766
 PE0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK904592(NAD 83)
 PE0766_MARKER: DB = BENCH MARK DISK
 PE0766_SETTING: 66 = SET IN ROCK OUTCROP
 PE0766_SP_SET: BEDROCK
 PE0766_STAMPING: S 130 1958
 PE0766_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0766+STABILITY: POSITION/ELEVATION WELL
 PE0766
 PE0766  HISTORY     - Date     Condition        Report By
 PE0766  HISTORY     - 1958     MONUMENTED       CGS
 PE0766  HISTORY     - 1980     MARK NOT FOUND   USGS
 PE0766
 PE0766                          STATION DESCRIPTION
 PE0766
 PE0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0766'3.8 MI W FROM CARMEL.
 PE0766'3.8 MILES WEST ALONG THE ROAD TO PLYMOUTH FROM THE POST OFFICE
 PE0766'AT CARMEL, AT A SMALL CLEARING NORTH OF THE ROAD, SET IN THE TOP
 PE0766'OF AN OUTCROPPING SHELF OF BEDROCK, ON THE TOP OF A CUT NORTH OF
 PE0766'THE ROAD, 31 FEET NORTH OF THE CENTER LINE OF THE ROAD, 12 FEET
 PE0766'NORTHEAST OF AN 18-INCH LONE PINE TREE, 85 FEET EAST OF THE WEST
 PE0766'END OF THE CUT, 62 FEET WEST OF THE EAST END OF THE CUT, ABOUT
 PE0766'5 FEET ABOVE THE LEVEL OF THE ROAD.
 PE0766
 PE0766                          STATION RECOVERY (1980)
 PE0766
 PE0766'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 PE0766'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0854 ***********************************************************************
 PE0854  DESIGNATION -  S 131
 PE0854  PID         -  PE0854
 PE0854  STATE/COUNTY-  ME/PENOBSCOT
 PE0854  USGS QUAD   -  CARMEL (1982)
 PE0854
 PE0854                         *CURRENT SURVEY CONTROL
 PE0854  ___________________________________________________________________
 PE0854* NAD 83(1986)-  44 48 17.     (N)    069 00 38.     (W)     SCALED    
 PE0854* NAVD 88     -        68.850  (meters)     225.89   (feet)  ADJUSTED  
 PE0854  ___________________________________________________________________
 PE0854  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 PE0854  DYNAMIC HT  -          68.847 (meters)     225.88  (feet)  COMP
 PE0854  MODELED GRAV-     980,574.5   (mgal)                       NAVD 88
 PE0854
 PE0854  VERT ORDER  -  SECOND    CLASS 0
 PE0854
 PE0854.The horizontal coordinates were scaled from a topographic map and have
 PE0854.an estimated accuracy of +/- 6 seconds.
 PE0854
 PE0854.The orthometric height was determined by differential leveling
 PE0854.and adjusted by the National Geodetic Survey in June 1991..
 PE0854
 PE0854.The geoid height was determined by GEOID03.
 PE0854
 PE0854.The dynamic height is computed by dividing the NAVD 88
 PE0854.geopotential number by the normal gravity value computed on the
 PE0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0854.degrees latitude (g = 980.6199 gals.).
 PE0854
 PE0854.The modeled gravity was interpolated from observed gravity values.
 PE0854
 PE0854;                    North         East    Units  Estimated Accuracy
 PE0854;SPC ME E     -   126,570.      259,610.      MT  (+/- 180 meters Scaled)
 PE0854
 PE0854                          SUPERSEDED SURVEY CONTROL
 PE0854
 PE0854  NGVD 29 (??/??/92)   69.067  (m)          226.60   (f) ADJ UNCH    2 0
 PE0854
 PE0854.Superseded values are not recommended for survey control.
 PE0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0854.See file dsdata.txt to determine how the superseded data were derived.
 PE0854
 PE0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK991612(NAD 83)
 PE0854_MARKER: DB = BENCH MARK DISK
 PE0854_SETTING: 66 = SET IN ROCK OUTCROP
 PE0854_SP_SET: BEDROCK
 PE0854_STAMPING: S 131 1958
 PE0854_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0854+STABILITY: POSITION/ELEVATION WELL
 PE0854
 PE0854  HISTORY     - Date     Condition        Report By
 PE0854  HISTORY     - 1958     MONUMENTED       CGS
 PE0854
 PE0854                          STATION DESCRIPTION
 PE0854
 PE0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PE0854'2 MI E FROM CARMEL.
 PE0854'2.0 MILES EAST ALONG U.S. HIGHWAY 2 AND STATE HIGHWAY 100 FROM
 PE0854'THE POST OFFICE AT CARMEL, SET IN THE TOP OF EXPOSED LAYER OF
 PE0854'BEDROCK WHICH IS MOSTLY COVERED BY MOSS, 44 FEET NORTH OF THE
 PE0854'CENTER LINE OF THE HIGHWAY, 25 FEET NORTH-NORTHEAST OF POWER
 PE0854'POLE 6-120-50, 227 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER
 PE0854'OF A BARN, 185 FEET WEST OF THE CENTER LINE OF DRIVEWAY NORTH
 PE0854'TO A HOUSE, 165 FEET WEST OF POWER POLE 6-119-49, ABOUT 2 FEET
 PE0854'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0528 ***********************************************************************
 PE0528  DESIGNATION -  S 132
 PE0528  PID         -  PE0528
 PE0528  STATE/COUNTY-  ME/PENOBSCOT
 PE0528  USGS QUAD   -  BANGOR (1991)
 PE0528
 PE0528                         *CURRENT SURVEY CONTROL
 PE0528  ___________________________________________________________________
 PE0528* NAD 83(1986)-  44 49 21.     (N)    068 46 44.     (W)     SCALED    
 PE0528* NAVD 88     -        35.557  (meters)     116.66   (feet)  ADJUSTED  
 PE0528  ___________________________________________________________________
 PE0528  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 PE0528  DYNAMIC HT  -          35.555 (meters)     116.65  (feet)  COMP
 PE0528  MODELED GRAV-     980,584.9   (mgal)                       NAVD 88
 PE0528
 PE0528  VERT ORDER  -  SECOND    CLASS 0
 PE0528
 PE0528.The horizontal coordinates were scaled from a topographic map and have
 PE0528.an estimated accuracy of +/- 6 seconds.
 PE0528
 PE0528.The orthometric height was determined by differential leveling
 PE0528.and adjusted by the National Geodetic Survey in June 1991..
 PE0528
 PE0528.The geoid height was determined by GEOID03.
 PE0528
 PE0528.The dynamic height is computed by dividing the NAVD 88
 PE0528.geopotential number by the normal gravity value computed on the
 PE0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0528.degrees latitude (g = 980.6199 gals.).
 PE0528
 PE0528.The modeled gravity was interpolated from observed gravity values.
 PE0528
 PE0528;                    North         East    Units  Estimated Accuracy
 PE0528;SPC ME E     -   128,460.      277,950.      MT  (+/- 180 meters Scaled)
 PE0528
 PE0528                          SUPERSEDED SURVEY CONTROL
 PE0528
 PE0528  NGVD 29 (??/??/92)   35.761  (m)          117.33   (f) ADJ UNCH    2 0
 PE0528
 PE0528.Superseded values are not recommended for survey control.
 PE0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0528.See file dsdata.txt to determine how the superseded data were derived.
 PE0528
 PE0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK174632(NAD 83)
 PE0528_MARKER: DB = BENCH MARK DISK
 PE0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0528_STAMPING: S 132 1958
 PE0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0528+STABILITY: SURFACE MOTION
 PE0528
 PE0528  HISTORY     - Date     Condition        Report By
 PE0528  HISTORY     - 1958     MONUMENTED       CGS
 PE0528  HISTORY     - 1968     GOOD             NGS
 PE0528  HISTORY     - 1984     GOOD             USPSQD
 PE0528  HISTORY     - 1988     GOOD             USPSQD
 PE0528  HISTORY     - 1990     GOOD             USPSQD
 PE0528
 PE0528                          STATION DESCRIPTION
 PE0528
 PE0528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 PE0528'1.6 MI NW FROM BANGOR.
 PE0528'THE PUBLISHED DESCRIPTION IS GOOD WITH THE FOLLOWING
 PE0528'CORRECTIONS-- ABOUT 1.3 MILES NORTHWEST ALONG STATE HIGHWAY 15
 PE0528'FROM ITS JUNCTION WITH U.S. HWY. 2 IN BANGOR, THENCE 0.35 MILE
 PE0528'WEST ALONG FLAVEY STREET, ABOUT 225 YARDS WEST OF THE INTERSECTION
 PE0528'OF FLAVEY AND JOWETT STREETS, AT A CURVE IN FLAVEY STREET WITH
 PE0528'TANGENTS TO THE NORTH AND EAST, ABOUT 94 YARDS SOUTH OF THE
 PE0528'INTERSECTION OF NASH AND FLAVEY STREETS, 73 FEET SOUTH SOUTHEAST
 PE0528'OF HOUSE NUMBER 148 FLAVEY STREET, 114 FEET SOUTHWEST AND ACROSS
 PE0528'THE STREET FROM HOUSE NUMBER 139, 61 FEET SOUTHWEST OF THE
 PE0528'CENTER OF FLAVEY STREET, 82.5 FEET WEST-NORTHWEST OF THE NORTHWEST
 PE0528'CORNER OF HOUSE NUMBER 128 AND 7 FEET WEST OF POWER POLE 15.  A
 PE0528'STANDARD BENCH MARK DISK STAMPED S 132 1958 IN TOP OF A CONCRETE
 PE0528'MONUMENT PROJECTING ABOUT 0.5 FOOT.
 PE0528
 PE0528                          STATION RECOVERY (1984)
 PE0528
 PE0528'RECOVERY NOTE BY US POWER SQUADRON 1984
 PE0528'RECOVERED IN GOOD CONDITION.
 PE0528
 PE0528                          STATION RECOVERY (1988)
 PE0528
 PE0528'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE0528'RECOVERED IN GOOD CONDITION.
 PE0528
 PE0528                          STATION RECOVERY (1990)
 PE0528
 PE0528'RECOVERY NOTE BY US POWER SQUADRON 1990 (ELG)
 PE0528'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0427 ***********************************************************************
 QG0427  DESIGNATION -  S 133
 QG0427  PID         -  QG0427
 QG0427  STATE/COUNTY-  ME/PENOBSCOT
 QG0427  USGS QUAD   -  GREENBUSH (1988)
 QG0427
 QG0427                         *CURRENT SURVEY CONTROL
 QG0427  ___________________________________________________________________
 QG0427* NAD 83(1986)-  45 07 07.     (N)    068 39 00.     (W)     SCALED    
 QG0427* NAVD 88     -        39.369  (meters)     129.16   (feet)  ADJUSTED  
 QG0427  ___________________________________________________________________
 QG0427  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 QG0427  DYNAMIC HT  -          39.369 (meters)     129.16  (feet)  COMP
 QG0427  MODELED GRAV-     980,613.2   (mgal)                       NAVD 88
 QG0427
 QG0427  VERT ORDER  -  SECOND    CLASS 0
 QG0427
 QG0427.The horizontal coordinates were scaled from a topographic map and have
 QG0427.an estimated accuracy of +/- 6 seconds.
 QG0427
 QG0427.The orthometric height was determined by differential leveling
 QG0427.and adjusted by the National Geodetic Survey in June 1991..
 QG0427
 QG0427.The geoid height was determined by GEOID03.
 QG0427
 QG0427.The dynamic height is computed by dividing the NAVD 88
 QG0427.geopotential number by the normal gravity value computed on the
 QG0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0427.degrees latitude (g = 980.6199 gals.).
 QG0427
 QG0427.The modeled gravity was interpolated from observed gravity values.
 QG0427
 QG0427;                    North         East    Units  Estimated Accuracy
 QG0427;SPC ME E     -   161,340.      288,200.      MT  (+/- 180 meters Scaled)
 QG0427
 QG0427                          SUPERSEDED SURVEY CONTROL
 QG0427
 QG0427  NGVD 29 (??/??/92)   39.575  (m)          129.84   (f) ADJ UNCH    2 0
 QG0427
 QG0427.Superseded values are not recommended for survey control.
 QG0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0427.See file dsdata.txt to determine how the superseded data were derived.
 QG0427
 QG0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK275961(NAD 83)
 QG0427_MARKER: DB = BENCH MARK DISK
 QG0427_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QG0427_SP_SET: BRIDGE
 QG0427_STAMPING: S 133 1958
 QG0427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG0427
 QG0427  HISTORY     - Date     Condition        Report By
 QG0427  HISTORY     - 1958     MONUMENTED       CGS
 QG0427  HISTORY     - 1988     GOOD             USPSQD
 QG0427
 QG0427                          STATION DESCRIPTION
 QG0427
 QG0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 QG0427'17.2 MI N FROM OLD TOWN.
 QG0427'2.95 MILES NORTHWEST ALONG STATE HIGHWAY 43 FROM ITS JUNCTION
 QG0427'WITH U.S. HIGHWAY 2 AT OLD TOWN, THENCE 2.25 MILES NORTH ALONG
 QG0427'STATE HIGHWAY 16, THENCE 11.95 MILES NORTH ALONG STATE HIGHWAY
 QG0427'116, SET IN THE TOP OF THE NORTHEAST END OF THE WINGWALL AT
 QG0427'THE SOUTHWEST CORNER OF A 30-FOOT CONCRETE BRIDGE, 15 FEET
 QG0427'WEST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT WEST OF THE GUARD
 QG0427'RAIL, 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 QG0427
 QG0427                          STATION RECOVERY (1988)
 QG0427
 QG0427'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 QG0427'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0316 ***********************************************************************
 QG0316  DESIGNATION -  S 136
 QG0316  PID         -  QG0316
 QG0316  STATE/COUNTY-  ME/PENOBSCOT
 QG0316  USGS QUAD   -  NINE MEADOW RIDGE (1988)
 QG0316
 QG0316                         *CURRENT SURVEY CONTROL
 QG0316  ___________________________________________________________________
 QG0316* NAD 83(1986)-  45 29 26.     (N)    068 33 06.     (W)     SCALED    
 QG0316* NAVD 88     -        83.948  (meters)     275.42   (feet)  ADJUSTED  
 QG0316  ___________________________________________________________________
 QG0316  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 QG0316  DYNAMIC HT  -          83.949 (meters)     275.42  (feet)  COMP
 QG0316  MODELED GRAV-     980,618.8   (mgal)                       NAVD 88
 QG0316
 QG0316  VERT ORDER  -  SECOND    CLASS 0
 QG0316
 QG0316.The horizontal coordinates were scaled from a topographic map and have
 QG0316.an estimated accuracy of +/- 6 seconds.
 QG0316
 QG0316.The orthometric height was determined by differential leveling
 QG0316.and adjusted by the National Geodetic Survey in June 1991..
 QG0316
 QG0316.The geoid height was determined by GEOID03.
 QG0316
 QG0316.The dynamic height is computed by dividing the NAVD 88
 QG0316.geopotential number by the normal gravity value computed on the
 QG0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0316.degrees latitude (g = 980.6199 gals.).
 QG0316
 QG0316.The modeled gravity was interpolated from observed gravity values.
 QG0316
 QG0316;                    North         East    Units  Estimated Accuracy
 QG0316;SPC ME E     -   202,660.      295,960.      MT  (+/- 180 meters Scaled)
 QG0316
 QG0316                          SUPERSEDED SURVEY CONTROL
 QG0316
 QG0316  NGVD 29 (??/??/92)   84.134  (m)          276.03   (f) ADJ UNCH    2 0
 QG0316
 QG0316.Superseded values are not recommended for survey control.
 QG0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0316.See file dsdata.txt to determine how the superseded data were derived.
 QG0316
 QG0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL350375(NAD 83)
 QG0316_MARKER: DB = BENCH MARK DISK
 QG0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0316_STAMPING: S 136 1959
 QG0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0316+STABILITY: SURFACE MOTION
 QG0316
 QG0316  HISTORY     - Date     Condition        Report By
 QG0316  HISTORY     - 1959     MONUMENTED       CGS
 QG0316
 QG0316                          STATION DESCRIPTION
 QG0316
 QG0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QG0316'16.6 MI NW FROM LINCOLN.
 QG0316'5.7 MILES NORTH ALONG U.S. HIGHWAY 2 FROM THE POST OFFICE AT
 QG0316'LINCOLN, THENCE 0.45 MILE WEST ALONG AN ASPHALT ROAD, THENCE 2.95
 QG0316'MILES SOUTH ALONG AN ASPHALT ROAD AND STATE HIGHWAY 116, THENCE
 QG0316'7.55 MILES NORTHWESTERLY ALONG THE MAIN TRAVELED GRAVEL ROAD,
 QG0316'ON TOP OF HORSEBACK RIDGE, NEAR THE T JUNCTION OF A DIM WOODS
 QG0316'ROAD LEADING WEST, 16 1/2 FEET WEST OF THE CENTER LINE OF THE
 QG0316'MAIN ROAD, 48 FEET SOUTH OF THE CENTER LINE OF THE WOODS ROAD,
 QG0316'18 FEET NORTH-NORTHEAST OF A BLAZED 20-INCH PINE TREE, 23 1/2
 QG0316'FEET SOUTHEAST OF A BLAZED 24-INCH MAPLE TREE, 3.2 FEET SOUTHEAST
 QG0316'OF A METAL WITNESS POST, 2 FEET ABOVE THE LEVEL OF THE ROAD, SET
 QG0316'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE
 QG0316'LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0570 ***********************************************************************
 QG0570  DESIGNATION -  S 137
 QG0570  PID         -  QG0570
 QG0570  STATE/COUNTY-  ME/PENOBSCOT
 QG0570  USGS QUAD   -  EAST MILLINOCKET (1988)
 QG0570
 QG0570                         *CURRENT SURVEY CONTROL
 QG0570  ___________________________________________________________________
 QG0570* NAD 83(1986)-  45 40 59.     (N)    068 34 24.     (W)     SCALED    
 QG0570* NAVD 88     -        80.662  (meters)     264.64   (feet)  ADJUSTED  
 QG0570  ___________________________________________________________________
 QG0570  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 QG0570  DYNAMIC HT  -          80.663 (meters)     264.64  (feet)  COMP
 QG0570  MODELED GRAV-     980,636.1   (mgal)                       NAVD 88
 QG0570
 QG0570  VERT ORDER  -  SECOND    CLASS 0
 QG0570
 QG0570.The horizontal coordinates were scaled from a topographic map and have
 QG0570.an estimated accuracy of +/- 6 seconds.
 QG0570
 QG0570.The orthometric height was determined by differential leveling
 QG0570.and adjusted by the National Geodetic Survey in June 1991..
 QG0570
 QG0570.The geoid height was determined by GEOID03.
 QG0570
 QG0570.The dynamic height is computed by dividing the NAVD 88
 QG0570.geopotential number by the normal gravity value computed on the
 QG0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0570.degrees latitude (g = 980.6199 gals.).
 QG0570
 QG0570.The modeled gravity was interpolated from observed gravity values.
 QG0570
 QG0570;                    North         East    Units  Estimated Accuracy
 QG0570;SPC ME E     -   224,050.      294,290.      MT  (+/- 180 meters Scaled)
 QG0570
 QG0570                          SUPERSEDED SURVEY CONTROL
 QG0570
 QG0570  NGVD 29 (??/??/92)   80.851  (m)          265.26   (f) ADJ UNCH    2 0
 QG0570
 QG0570.Superseded values are not recommended for survey control.
 QG0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0570.See file dsdata.txt to determine how the superseded data were derived.
 QG0570
 QG0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL332589(NAD 83)
 QG0570_MARKER: DB = BENCH MARK DISK
 QG0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0570_STAMPING: S 137 1959
 QG0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0570+STABILITY: SURFACE MOTION
 QG0570
 QG0570  HISTORY     - Date     Condition        Report By
 QG0570  HISTORY     - 1959     MONUMENTED       CGS
 QG0570  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QG0570
 QG0570                          STATION DESCRIPTION
 QG0570
 QG0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QG0570'5.3 MI NNW FROM MEDWAY.
 QG0570'5.3 MILES NORTH-NORTHWEST ALONG STATE HIGHWAY 11 FROM ITS
 QG0570'JUNCTION WITH STATE HIGHWAY 157 AT MEDWAY, AT THE T JUNCTION OF
 QG0570'A GRAVEL ROAD LEADING EAST, NEAR THE CENTER OF A TRIANGLE
 QG0570'FORMED BY THE JUNCTION OF THE HIGHWAY AND THE ROAD, 48 FEET
 QG0570'EAST OF THE CENTER LINE OF THE HIGHWAY, 24 FEET NORTHWEST OF THE
 QG0570'CENTER LINE OF GRAVEL ROAD, 12 FEET NORTHEAST OF A POWER LINE
 QG0570'POLE, 3 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 3 FEET
 QG0570'BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 QG0570'POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 QG0570
 QG0570                          STATION RECOVERY (1985)
 QG0570
 QG0570'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLM)
 QG0570'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0131 ***********************************************************************
 QG0131  DESIGNATION -  S 138
 QG0131  PID         -  QG0131
 QG0131  STATE/COUNTY-  ME/PENOBSCOT
 QG0131  USGS QUAD   -  BENEDICTA (1989)
 QG0131
 QG0131                         *CURRENT SURVEY CONTROL
 QG0131  ___________________________________________________________________
 QG0131* NAD 83(1986)-  45 47 59.     (N)    068 26 06.     (W)     SCALED    
 QG0131* NAVD 88     -       131.484  (meters)     431.38   (feet)  ADJUSTED  
 QG0131  ___________________________________________________________________
 QG0131  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 QG0131  DYNAMIC HT  -         131.488 (meters)     431.39  (feet)  COMP
 QG0131  MODELED GRAV-     980,639.5   (mgal)                       NAVD 88
 QG0131
 QG0131  VERT ORDER  -  SECOND    CLASS 0
 QG0131
 QG0131.The horizontal coordinates were scaled from a topographic map and have
 QG0131.an estimated accuracy of +/- 6 seconds.
 QG0131
 QG0131.The orthometric height was determined by differential leveling
 QG0131.and adjusted by the National Geodetic Survey in June 1991..
 QG0131
 QG0131.The geoid height was determined by GEOID03.
 QG0131
 QG0131.The dynamic height is computed by dividing the NAVD 88
 QG0131.geopotential number by the normal gravity value computed on the
 QG0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0131.degrees latitude (g = 980.6199 gals.).
 QG0131
 QG0131.The modeled gravity was interpolated from observed gravity values.
 QG0131
 QG0131;                    North         East    Units  Estimated Accuracy
 QG0131;SPC ME E     -   237,020.      305,050.      MT  (+/- 180 meters Scaled)
 QG0131
 QG0131                          SUPERSEDED SURVEY CONTROL
 QG0131
 QG0131  NGVD 29 (??/??/92)  131.663  (m)          431.96   (f) ADJ UNCH    2 0
 QG0131
 QG0131.Superseded values are not recommended for survey control.
 QG0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0131.See file dsdata.txt to determine how the superseded data were derived.
 QG0131
 QG0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL439719(NAD 83)
 QG0131_MARKER: DB = BENCH MARK DISK
 QG0131_SETTING: 66 = SET IN ROCK OUTCROP
 QG0131_SP_SET: ROCK OUTCROP
 QG0131_STAMPING: S 138 1959
 QG0131_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0131+STABILITY: POSITION/ELEVATION WELL
 QG0131
 QG0131  HISTORY     - Date     Condition        Report By
 QG0131  HISTORY     - 1959     MONUMENTED       CGS
 QG0131  HISTORY     - 1976     GOOD             MEDT
 QG0131  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QG0131
 QG0131                          STATION DESCRIPTION
 QG0131
 QG0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QG0131'1.3 MI W FROM BENEDICTA.
 QG0131'0.2 MILE SOUTH ALONG AN ASPHALT ROAD FROM THE POST OFFICE AT
 QG0131'BENEDICTA, THENCE 1.1 MILES WEST ALONG A GRAVEL ROAD, ABOUT 0.3
 QG0131'MILE WEST OF THE PENOBSCOT-AROOSTOOK COUNTY LINE, ABOUT 0.35
 QG0131'MILE EAST OF A WOODEN BRIDGE OVER SALMON STREAM, AT A SMALL RISE
 QG0131'IN ROAD, ON THE TOP AND ABOUT IN THE CENTER OF A LARGE OUTCROP
 QG0131'FLUSH WITH THE GROUND, 19 FEET SOUTH OF THE CENTER LINE OF
 QG0131'THE ROAD, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
 QG0131
 QG0131                          STATION RECOVERY (1976)
 QG0131
 QG0131'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1976
 QG0131'RECOVERED IN GOOD CONDITION.
 QG0131
 QG0131                          STATION RECOVERY (1985)
 QG0131
 QG0131'RECOVERY NOTE BY US POWER SQUADRON 1985 (BRP)
 QG0131'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0683 ***********************************************************************
 PE0683  DESIGNATION -  S 14
 PE0683  PID         -  PE0683
 PE0683  STATE/COUNTY-  ME/SOMERSET
 PE0683  USGS QUAD   -  BURNHAM (1982)
 PE0683
 PE0683                         *CURRENT SURVEY CONTROL
 PE0683  ___________________________________________________________________
 PE0683* NAD 83(1986)-  44 43 39.     (N)    069 25 26.     (W)     SCALED    
 PE0683* NAVD 88     -        62.203  (meters)     204.08   (feet)  ADJUSTED  
 PE0683  ___________________________________________________________________
 PE0683  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 PE0683  DYNAMIC HT  -          62.200 (meters)     204.07  (feet)  COMP
 PE0683  MODELED GRAV-     980,569.6   (mgal)                       NAVD 88
 PE0683
 PE0683  VERT ORDER  -  FIRST     CLASS I
 PE0683
 PE0683.The horizontal coordinates were scaled from a topographic map and have
 PE0683.an estimated accuracy of +/- 6 seconds.
 PE0683
 PE0683.The orthometric height was determined by differential leveling
 PE0683.and adjusted by the National Geodetic Survey in June 1991..
 PE0683.WARNING-Repeat measurements at this control monument indicate possible
 PE0683.vertical movement.
 PE0683
 PE0683.The geoid height was determined by GEOID03.
 PE0683
 PE0683.The dynamic height is computed by dividing the NAVD 88
 PE0683.geopotential number by the normal gravity value computed on the
 PE0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0683.degrees latitude (g = 980.6199 gals.).
 PE0683
 PE0683.The modeled gravity was interpolated from observed gravity values.
 PE0683
 PE0683;                    North         East    Units  Estimated Accuracy
 PE0683;SPC ME W     -   210,720.      958,840.      MT  (+/- 180 meters Scaled)
 PE0683
 PE0683                          SUPERSEDED SURVEY CONTROL
 PE0683
 PE0683  NGVD 29 (??/??/92)   62.412  (m)          204.76   (f) ADJ UNCH    1 1
 PE0683
 PE0683.Superseded values are not recommended for survey control.
 PE0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0683.See file dsdata.txt to determine how the superseded data were derived.
 PE0683
 PE0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK664527(NAD 83)
 PE0683_MARKER: DB = BENCH MARK DISK
 PE0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0683_STAMPING: S 14 1927 204.009
 PE0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0683+STABILITY: SURFACE MOTION
 PE0683
 PE0683  HISTORY     - Date     Condition        Report By
 PE0683  HISTORY     - 1927     MONUMENTED       CGS
 PE0683  HISTORY     - 1966     POOR             NGS
 PE0683  HISTORY     - 1978     POOR             DOD
 PE0683
 PE0683                          STATION DESCRIPTION
 PE0683
 PE0683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0683'2.6 MI N FROM BURNHAM.
 PE0683'2.6 MILES NORTH ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE0683'STATION AT BURNHAM, ALSO ABOUT 1.95 MILES NORTHEAST ALONG STATE
 PE0683'HIGHWAYS 100 AND 11 FROM THE INTERSECTION OF A BLACK TOPPED
 PE0683'ROAD AT BURNHAM, THENCE ABOUT 0.65 MILE NORTHWEST ALONG A BLACK
 PE0683'TOPPED ROAD, ABOUT 0.15 MILE SOUTH OF MILEPOST P 98/V153, 61
 PE0683'FEET SOUTHWEST OF THE CENTER OF THE CROSSING, 48.2 FEET WEST
 PE0683'OF THE WEST RAIL, 3 FEET EAST OF A FENCE LINE, ABOUT 4 FEET
 PE0683'BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE
 PE0683'POST PROJECTING 1 FOOT.  NOTE-- IT APPEARS THAT THE POST HAS
 PE0683'HEAVED.
 PE0683
 PE0683                          STATION RECOVERY (1978)
 PE0683
 PE0683'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE0683'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0291 ***********************************************************************
 PE0291  DESIGNATION -  S 144
 PE0291  PID         -  PE0291
 PE0291  STATE/COUNTY-  ME/HANCOCK
 PE0291  USGS QUAD   -  SOUTHWEST HARBOR (1983)
 PE0291
 PE0291                         *CURRENT SURVEY CONTROL
 PE0291  ___________________________________________________________________
 PE0291* NAD 83(1986)-  44 19 46.     (N)    068 19 59.     (W)     SCALED    
 PE0291* NAVD 88     -        38.523  (meters)     126.39   (feet)  ADJUSTED  
 PE0291  ___________________________________________________________________
 PE0291  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 PE0291  DYNAMIC HT  -          38.520 (meters)     126.38  (feet)  COMP
 PE0291  MODELED GRAV-     980,562.0   (mgal)                       NAVD 88
 PE0291
 PE0291  VERT ORDER  -  SECOND    CLASS 0
 PE0291
 PE0291.The horizontal coordinates were scaled from a topographic map and have
 PE0291.an estimated accuracy of +/- 6 seconds.
 PE0291
 PE0291.The orthometric height was determined by differential leveling
 PE0291.and adjusted by the National Geodetic Survey in June 1991..
 PE0291
 PE0291.The geoid height was determined by GEOID03.
 PE0291
 PE0291.The dynamic height is computed by dividing the NAVD 88
 PE0291.geopotential number by the normal gravity value computed on the
 PE0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0291.degrees latitude (g = 980.6199 gals.).
 PE0291
 PE0291.The modeled gravity was interpolated from observed gravity values.
 PE0291
 PE0291;                    North         East    Units  Estimated Accuracy
 PE0291;SPC ME E     -    73,650.      313,310.      MT  (+/- 180 meters Scaled)
 PE0291
 PE0291                          SUPERSEDED SURVEY CONTROL
 PE0291
 PE0291  NGVD 29 (??/??/92)   38.715  (m)          127.02   (f) ADJ UNCH    2 0
 PE0291
 PE0291.Superseded values are not recommended for survey control.
 PE0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0291.See file dsdata.txt to determine how the superseded data were derived.
 PE0291
 PE0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK531086(NAD 83)
 PE0291_MARKER: DB = BENCH MARK DISK
 PE0291_SETTING: 66 = SET IN ROCK OUTCROP
 PE0291_SP_SET: ROCK OUTCROP
 PE0291_STAMPING: S 144 1962
 PE0291_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0291+STABILITY: POSITION/ELEVATION WELL
 PE0291
 PE0291  HISTORY     - Date     Condition        Report By
 PE0291  HISTORY     - 1962     MONUMENTED       CGS
 PE0291
 PE0291                          STATION DESCRIPTION
 PE0291
 PE0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PE0291'2.4 MI S FROM SOMESVILLE.
 PE0291'2.45 MILE SOUTH ON STATE HIGHWAY 102 FROM THE GRADE SCHOOL AT
 PE0291'SOMESVILLE, THENCE 0.15 MILE NORTH OF ROAD LEADING NORTHWEST.
 PE0291'SET IN A DRILL HOLE IN THE TOP AND AT THE NORTHEAST EDGE OF A
 PE0291'ROCK OUTCROP, AN ARROW IS CUT IN THE VERTICAL SIDE OF THE ROCK,
 PE0291'AS THE MARK MAY BE COVERED IN THE FUTURE.  31 FEET NORTH OF
 PE0291'CABLE LINE POLE NO. 253B85, 25 FEET EAST OF THE CENTER LINE OF
 PE0291'HIGHWAY 102 AND 2.5 FEET ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0183 ***********************************************************************
 PE0183  DESIGNATION -  S 145
 PE0183  PID         -  PE0183
 PE0183  STATE/COUNTY-  ME/HANCOCK
 PE0183  USGS QUAD   -  ELLSWORTH (1981)
 PE0183
 PE0183                         *CURRENT SURVEY CONTROL
 PE0183  ___________________________________________________________________
 PE0183* NAD 83(1986)-  44 31 20.     (N)    068 25 53.     (W)     SCALED    
 PE0183* NAVD 88     -        39.221  (meters)     128.68   (feet)  ADJUSTED  
 PE0183  ___________________________________________________________________
 PE0183  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 PE0183  DYNAMIC HT  -          39.219 (meters)     128.67  (feet)  COMP
 PE0183  MODELED GRAV-     980,561.8   (mgal)                       NAVD 88
 PE0183
 PE0183  VERT ORDER  -  SECOND    CLASS 0
 PE0183
 PE0183.The horizontal coordinates were scaled from a topographic map and have
 PE0183.an estimated accuracy of +/- 6 seconds.
 PE0183
 PE0183.The orthometric height was determined by differential leveling
 PE0183.and adjusted by the National Geodetic Survey in June 1991..
 PE0183
 PE0183.The geoid height was determined by GEOID03.
 PE0183
 PE0183.The dynamic height is computed by dividing the NAVD 88
 PE0183.geopotential number by the normal gravity value computed on the
 PE0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0183.degrees latitude (g = 980.6199 gals.).
 PE0183
 PE0183.The modeled gravity was interpolated from observed gravity values.
 PE0183
 PE0183;                    North         East    Units  Estimated Accuracy
 PE0183;SPC ME E     -    95,060.      305,450.      MT  (+/- 180 meters Scaled)
 PE0183
 PE0183                          SUPERSEDED SURVEY CONTROL
 PE0183
 PE0183  NGVD 29 (??/??/92)   39.408  (m)          129.29   (f) ADJ UNCH    2 0
 PE0183
 PE0183.Superseded values are not recommended for survey control.
 PE0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0183.See file dsdata.txt to determine how the superseded data were derived.
 PE0183
 PE0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK451300(NAD 83)
 PE0183_MARKER: DB = BENCH MARK DISK
 PE0183_SETTING: 66 = SET IN ROCK OUTCROP
 PE0183_SP_SET: ROCK OUTCROP
 PE0183_STAMPING: S 145 1962
 PE0183_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0183+STABILITY: POSITION/ELEVATION WELL
 PE0183
 PE0183  HISTORY     - Date     Condition        Report By
 PE0183  HISTORY     - 1962     MONUMENTED       CGS
 PE0183
 PE0183                          STATION DESCRIPTION
 PE0183
 PE0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PE0183'1.7 MI SW FROM ELLSWORTH.
 PE0183'ABOUT 0.2 MILE WEST ALONG U.S. HIGHWAY NO. 1 FROM THE POST OFFICE
 PE0183'AT ELLSWORTH, THENCE 1.5 MILES SOUTHWEST ALONG STATE HIGHWAY 172,
 PE0183'SET ON THE TOP AND NEAR THE CENTER OF A LARGE FLAT OUTCROP
 PE0183'PROJECTING 1 FOOT ABOVE THE LEVEL OF THE GROUND, 48 FEET SOUTHEAST
 PE0183'OF THE CENTER LINE OF THE HIGHWAY, 24 FEET NORTHEAST OF THE
 PE0183'NORTHEAST CORNER OF A TWO-STORIED FRAME HOUSE, 15 FEET EAST OF
 PE0183'A 30-INCH PINE TREE IN YARD AND ABOUT 3 FEET ABOVE THE LEVEL
 PE0183'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0350 ***********************************************************************
 PE0350  DESIGNATION -  S 146
 PE0350  PID         -  PE0350
 PE0350  STATE/COUNTY-  ME/HANCOCK
 PE0350  USGS QUAD   -  BROOKLIN (1981)
 PE0350
 PE0350                         *CURRENT SURVEY CONTROL
 PE0350  ___________________________________________________________________
 PE0350* NAD 83(1986)-  44 22 21.     (N)    068 34 03.     (W)     SCALED    
 PE0350* NAVD 88     -        22.387  (meters)      73.45   (feet)  ADJUSTED  
 PE0350  ___________________________________________________________________
 PE0350  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 PE0350  DYNAMIC HT  -          22.385 (meters)      73.44  (feet)  COMP
 PE0350  MODELED GRAV-     980,539.7   (mgal)                       NAVD 88
 PE0350
 PE0350  VERT ORDER  -  SECOND    CLASS 0
 PE0350
 PE0350.The horizontal coordinates were scaled from a topographic map and have
 PE0350.an estimated accuracy of +/- 6 seconds.
 PE0350
 PE0350.The orthometric height was determined by differential leveling
 PE0350.and adjusted by the National Geodetic Survey in June 1991..
 PE0350
 PE0350.The geoid height was determined by GEOID03.
 PE0350
 PE0350.The dynamic height is computed by dividing the NAVD 88
 PE0350.geopotential number by the normal gravity value computed on the
 PE0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0350.degrees latitude (g = 980.6199 gals.).
 PE0350
 PE0350.The modeled gravity was interpolated from observed gravity values.
 PE0350
 PE0350;                    North         East    Units  Estimated Accuracy
 PE0350;SPC ME E     -    78,420.      294,620.      MT  (+/- 180 meters Scaled)
 PE0350
 PE0350                          SUPERSEDED SURVEY CONTROL
 PE0350
 PE0350  NGVD 29 (??/??/92)   22.575  (m)           74.06   (f) ADJ UNCH    2 0
 PE0350
 PE0350.Superseded values are not recommended for survey control.
 PE0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0350.See file dsdata.txt to determine how the superseded data were derived.
 PE0350
 PE0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK344133(NAD 83)
 PE0350_MARKER: DB = BENCH MARK DISK
 PE0350_SETTING: 80 = SET IN A BOULDER
 PE0350_SP_SET: BOULDER
 PE0350_STAMPING: S 146 1962
 PE0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0350+STABILITY: SURFACE MOTION
 PE0350
 PE0350  HISTORY     - Date     Condition        Report By
 PE0350  HISTORY     - 1962     MONUMENTED       CGS
 PE0350  HISTORY     - 1976     GOOD             USGS
 PE0350  HISTORY     - 1984     GOOD
 PE0350
 PE0350                          STATION DESCRIPTION
 PE0350
 PE0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PE0350'3.8 MI S FROM BLUE HILL.
 PE0350'ABOUT 3.85 MILES SOUTH ALONG STATE HIGHWAY 172 FROM THE POST
 PE0350'OFFICE AT BLUE HILL, 0.55 MILE SOUTH OF THE JUNCTION OF STATE
 PE0350'HIGHWAY 175, SET IN THE TOP OF A 6-BY-6-FOOT BURIED BOULDER
 PE0350'WHICH PROJECTS 2 FEET ABOVE THE GROUND, 44 FEET WEST OF THE
 PE0350'CENTER LINE OF THE HIGHWAY, 71 1/2 FEET SOUTH OF TELEPHONE
 PE0350'CABLE POLE NO. 91, AND ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE
 PE0350'HIGHWAY.
 PE0350
 PE0350                          STATION RECOVERY (1976)
 PE0350
 PE0350'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 PE0350'SET IN THE TOP OF A 6X6 FT BURRIED BOULDER WHICH PROJECTS 2 FT ABOVE
 PE0350'THE GROUND. 270 FT NORTH CENTERLINE RD AT DRIVE EAST. 44 FT WNW
 PE0350'CENTERLINE OF ROAD. 39.4 FT SOUTHWEST OF 50 MPH SPEED SIGN. 65.2 FT
 PE0350'NORTH OF CAUTION SIGN WHICH READS KEEP TO RIGHT. 3.8 FT HIGHER THAN
 PE0350'ROAD.
 PE0350
 PE0350                          STATION RECOVERY (1984)
 PE0350
 PE0350'RECOVERED 1984
 PE0350'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0253 ***********************************************************************
 PD0253  DESIGNATION -  S 147
 PD0253  PID         -  PD0253
 PD0253  STATE/COUNTY-  ME/WASHINGTON
 PD0253  USGS QUAD   -  PETIT MANAN POINT (1977)
 PD0253
 PD0253                         *CURRENT SURVEY CONTROL
 PD0253  ___________________________________________________________________
 PD0253* NAD 83(1986)-  44 25 37.     (N)    067 56 03.     (W)     SCALED    
 PD0253* NAVD 88     -         8.398  (meters)      27.55   (feet)  ADJUSTED  
 PD0253  ___________________________________________________________________
 PD0253  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 PD0253  DYNAMIC HT  -           8.397 (meters)      27.55  (feet)  COMP
 PD0253  MODELED GRAV-     980,567.7   (mgal)                       NAVD 88
 PD0253
 PD0253  VERT ORDER  -  SECOND    CLASS 0
 PD0253
 PD0253.The horizontal coordinates were scaled from a topographic map and have
 PD0253.an estimated accuracy of +/- 6 seconds.
 PD0253
 PD0253.The orthometric height was determined by differential leveling
 PD0253.and adjusted by the National Geodetic Survey in June 1991..
 PD0253
 PD0253.The geoid height was determined by GEOID03.
 PD0253
 PD0253.The dynamic height is computed by dividing the NAVD 88
 PD0253.geopotential number by the normal gravity value computed on the
 PD0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0253.degrees latitude (g = 980.6199 gals.).
 PD0253
 PD0253.The modeled gravity was interpolated from observed gravity values.
 PD0253
 PD0253;                    North         East    Units  Estimated Accuracy
 PD0253;SPC ME E     -    84,620.      345,050.      MT  (+/- 180 meters Scaled)
 PD0253
 PD0253                          SUPERSEDED SURVEY CONTROL
 PD0253
 PD0253  NGVD 29 (??/??/92)    8.598  (m)           28.21   (f) ADJ UNCH    2 0
 PD0253
 PD0253.Superseded values are not recommended for survey control.
 PD0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0253.See file dsdata.txt to determine how the superseded data were derived.
 PD0253
 PD0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK848198(NAD 83)
 PD0253_MARKER: DB = BENCH MARK DISK
 PD0253_SETTING: 66 = SET IN ROCK OUTCROP
 PD0253_SP_SET: BEDROCK
 PD0253_STAMPING: S 147 1962
 PD0253_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0253+STABILITY: POSITION/ELEVATION WELL
 PD0253
 PD0253  HISTORY     - Date     Condition        Report By
 PD0253  HISTORY     - 1962     MONUMENTED       CGS
 PD0253  HISTORY     - 20020914 MARK NOT FOUND   USPSQD
 PD0253
 PD0253                          STATION DESCRIPTION
 PD0253
 PD0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PD0253'8.2 MI SE FROM STEUBEN.
 PD0253'2.0 MILES EAST ALONG U.S. HIGHWAY 1 FROM THE TOWN PARK AT
 PD0253'STEUBEN, THENCE 6.15 MILES SOUTH ALONG A BLACK TOP AND GRAVEL
 PD0253'ROAD, 0.7 MILE NORTH OF THE J.B. WYMAN AND SONS LOBSTER POUND,
 PD0253'NEAR THE TOP OF A SMALL HILL, SET ON TOP OF THE HIGHEST PART
 PD0253'OF A MASS OF BEDROCK, 105 FEET NORTHWEST OF THE CENTER LINE OF
 PD0253'THE GRAVEL ROAD, 96 FEET WEST OF POWER LINE POLE NO. 5-120, 114
 PD0253'YARDS SOUTHWEST OF A SMALL WOODEN BRIDGE UNDER THE ROAD, AND
 PD0253'ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
 PD0253
 PD0253                          STATION RECOVERY (2002)
 PD0253
 PD0253'RECOVERY NOTE BY US POWER SQUADRON 2002 (SWL)
 PD0253'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0469 ***********************************************************************
 PD0469  DESIGNATION -  S 148
 PD0469  PID         -  PD0469
 PD0469  STATE/COUNTY-  ME/WASHINGTON
 PD0469  USGS QUAD   -  WHITNEYVILLE (1977)
 PD0469
 PD0469                         *CURRENT SURVEY CONTROL
 PD0469  ___________________________________________________________________
 PD0469* NAD 83(1986)-  44 39 49.     (N)    067 34 27.     (W)     SCALED    
 PD0469* NAVD 88     -        21.369  (meters)      70.11   (feet)  ADJUSTED  
 PD0469  ___________________________________________________________________
 PD0469  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 PD0469  DYNAMIC HT  -          21.368 (meters)      70.10  (feet)  COMP
 PD0469  MODELED GRAV-     980,583.7   (mgal)                       NAVD 88
 PD0469
 PD0469  VERT ORDER  -  SECOND    CLASS 0
 PD0469
 PD0469.The horizontal coordinates were scaled from a topographic map and have
 PD0469.an estimated accuracy of +/- 6 seconds.
 PD0469
 PD0469.The orthometric height was determined by differential leveling
 PD0469.and adjusted by the National Geodetic Survey in June 1991..
 PD0469
 PD0469.The geoid height was determined by GEOID03.
 PD0469
 PD0469.The dynamic height is computed by dividing the NAVD 88
 PD0469.geopotential number by the normal gravity value computed on the
 PD0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0469.degrees latitude (g = 980.6199 gals.).
 PD0469
 PD0469.The modeled gravity was interpolated from observed gravity values.
 PD0469
 PD0469;                    North         East    Units  Estimated Accuracy
 PD0469;SPC ME E     -   111,180.      373,420.      MT  (+/- 180 meters Scaled)
 PD0469
 PD0469                          SUPERSEDED SURVEY CONTROL
 PD0469
 PD0469  NGVD 29 (??/??/92)   21.581  (m)           70.80   (f) ADJ UNCH    2 0
 PD0469
 PD0469.Superseded values are not recommended for survey control.
 PD0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0469.See file dsdata.txt to determine how the superseded data were derived.
 PD0469
 PD0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK130465(NAD 83)
 PD0469_MARKER: DB = BENCH MARK DISK
 PD0469_SETTING: 66 = SET IN ROCK OUTCROP
 PD0469_SP_SET: BEDROCK
 PD0469_STAMPING: S 148 1962
 PD0469_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0469+STABILITY: POSITION/ELEVATION WELL
 PD0469
 PD0469  HISTORY     - Date     Condition        Report By
 PD0469  HISTORY     - 1962     MONUMENTED       CGS
 PD0469  HISTORY     - 1973     GOOD             MEDT
 PD0469
 PD0469                          STATION DESCRIPTION
 PD0469
 PD0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PD0469'AT JONESBORO.
 PD0469'AT JONESBORO, 0.15 MILE NORTHWEST ALONG A BLACK TOP ROAD LEADING
 PD0469'TO JONESBORO STATION FROM ITS JUNCTION WITH U.S. HIGHWAY 1, SET
 PD0469'ON TOP AND 4 FEET NORTHEAST OF THE HIGHEST PART OF A LARGE MASS
 PD0469'OF EXPOSED BEDROCK, 214 FEET WEST OF THE WEST CORNER OF THE
 PD0469'JONESBORO GRAMMAR SCHOOL, 21 FEET NORTHEAST OF THE CENTER LINE
 PD0469'OF THE ROAD, 154 FEET NORTHWEST OF THE JUNCTION OF A GRAVEL
 PD0469'ROAD AND THE BLACK TOP ROAD, ABOUT LEVEL WITH THE SURFACE OF THE
 PD0469'BLACK TOP ROAD.
 PD0469
 PD0469                          STATION RECOVERY (1973)
 PD0469
 PD0469'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1973
 PD0469'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0228 ***********************************************************************
 PD0228  DESIGNATION -  S 149
 PD0228  PID         -  PD0228
 PD0228  STATE/COUNTY-  ME/WASHINGTON
 PD0228  USGS QUAD   -  MACHIAS (1977)
 PD0228
 PD0228                         *CURRENT SURVEY CONTROL
 PD0228  ___________________________________________________________________
 PD0228* NAD 83(1986)-  44 40 47.     (N)    067 28 05.     (W)     SCALED    
 PD0228* NAVD 88     -        19.717  (meters)      64.69   (feet)  ADJUSTED  
 PD0228  ___________________________________________________________________
 PD0228  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 PD0228  DYNAMIC HT  -          19.717 (meters)      64.69  (feet)  COMP
 PD0228  MODELED GRAV-     980,598.5   (mgal)                       NAVD 88
 PD0228
 PD0228  VERT ORDER  -  SECOND    CLASS 0
 PD0228
 PD0228.The horizontal coordinates were scaled from a topographic map and have
 PD0228.an estimated accuracy of +/- 6 seconds.
 PD0228
 PD0228.The orthometric height was determined by differential leveling
 PD0228.and adjusted by the National Geodetic Survey in June 1991..
 PD0228
 PD0228.The geoid height was determined by GEOID03.
 PD0228
 PD0228.The dynamic height is computed by dividing the NAVD 88
 PD0228.geopotential number by the normal gravity value computed on the
 PD0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0228.degrees latitude (g = 980.6199 gals.).
 PD0228
 PD0228.The modeled gravity was interpolated from observed gravity values.
 PD0228
 PD0228;                    North         East    Units  Estimated Accuracy
 PD0228;SPC ME E     -   113,070.      381,810.      MT  (+/- 180 meters Scaled)
 PD0228
 PD0228                          SUPERSEDED SURVEY CONTROL
 PD0228
 PD0228  NGVD 29 (??/??/92)   19.932  (m)           65.39   (f) ADJ UNCH    2 0
 PD0228
 PD0228.Superseded values are not recommended for survey control.
 PD0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0228.See file dsdata.txt to determine how the superseded data were derived.
 PD0228
 PD0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK214485(NAD 83)
 PD0228_MARKER: DB = BENCH MARK DISK
 PD0228_SETTING: 66 = SET IN ROCK OUTCROP
 PD0228_SP_SET: BEDROCK
 PD0228_STAMPING: S 149 1962
 PD0228_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0228+STABILITY: POSITION/ELEVATION WELL
 PD0228
 PD0228  HISTORY     - Date     Condition        Report By
 PD0228  HISTORY     - 1962     MONUMENTED       CGS
 PD0228
 PD0228                          STATION DESCRIPTION
 PD0228
 PD0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PD0228'2.8 MI SW FROM MACHIAS.
 PD0228'1.15 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE
 PD0228'AT MACHIAS, THENCE 1.6 MILES SOUTH ALONG A BLACKTOP ROAD, SET ON
 PD0228'THE TOP AND 6 FEET EAST OF A 39-BY-12 FOOT EXPOSED SLOPING
 PD0228'BEDROCK, 165 YARDS WEST OF THE CENTER LINE OF THE BLACKTOP ROAD,
 PD0228'70 YARDS WEST OF THE CENTER OF A SMALL WOODEN BRIDGE OVER A SMALL
 PD0228'STREAM, 13 1/2 FEET SOUTH OF THE CENTER LINE OF A NARROW GRAVEL
 PD0228'ROAD LEADING WEST FROM THE BLACK-TOP ROAD, 43 1/2 FEET WEST
 PD0228'OF THE 2ND TELEPHONE POLE WEST OF THE BLACK-TOP ROAD, AND ABOUT
 PD0228'2 FEET ABOVE THE LEVEL OF THE GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0116 ***********************************************************************
 PF0116  DESIGNATION -  S 15
 PF0116  PID         -  PF0116
 PF0116  STATE/COUNTY-  ME/ANDROSCOGGIN
 PF0116  USGS QUAD   -  LAKE AUBURN EAST (1979)
 PF0116
 PF0116                         *CURRENT SURVEY CONTROL
 PF0116  ___________________________________________________________________
 PF0116* NAD 83(1986)-  44 11 17.     (N)    070 08 22.     (W)     SCALED    
 PF0116* NAVD 88     -        96.280  (meters)     315.88   (feet)  ADJUSTED  
 PF0116  ___________________________________________________________________
 PF0116  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 PF0116  DYNAMIC HT  -          96.270 (meters)     315.85  (feet)  COMP
 PF0116  MODELED GRAV-     980,513.3   (mgal)                       NAVD 88
 PF0116
 PF0116  VERT ORDER  -  FIRST     CLASS I
 PF0116
 PF0116.The horizontal coordinates were scaled from a topographic map and have
 PF0116.an estimated accuracy of +/- 6 seconds.
 PF0116
 PF0116.The orthometric height was determined by differential leveling
 PF0116.and adjusted by the National Geodetic Survey in June 1991..
 PF0116
 PF0116.The geoid height was determined by GEOID03.
 PF0116
 PF0116.The dynamic height is computed by dividing the NAVD 88
 PF0116.geopotential number by the normal gravity value computed on the
 PF0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0116.degrees latitude (g = 980.6199 gals.).
 PF0116
 PF0116.The modeled gravity was interpolated from observed gravity values.
 PF0116
 PF0116;                    North         East    Units  Estimated Accuracy
 PF0116;SPC ME W     -   150,510.      902,180.      MT  (+/- 180 meters Scaled)
 PF0116
 PF0116                          SUPERSEDED SURVEY CONTROL
 PF0116
 PF0116  NGVD 29 (??/??/92)   96.461  (m)          316.47   (f) ADJ UNCH    1 1
 PF0116
 PF0116.Superseded values are not recommended for survey control.
 PF0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0116.See file dsdata.txt to determine how the superseded data were derived.
 PF0116
 PF0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ089933(NAD 83)
 PF0116_MARKER: DB = BENCH MARK DISK
 PF0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PF0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PF0116_STAMPING: S 15 1927 315.928
 PF0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0116+STABILITY: SURFACE MOTION
 PF0116
 PF0116  HISTORY     - Date     Condition        Report By
 PF0116  HISTORY     - 1927     MONUMENTED       CGS
 PF0116  HISTORY     - 1966     GOOD             NGS
 PF0116  HISTORY     - 1978     GOOD             DOD
 PF0116  HISTORY     - 19920724 MARK NOT FOUND   USPSQD
 PF0116
 PF0116                          STATION DESCRIPTION
 PF0116
 PF0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PF0116'5.5 MI NE FROM LEWISTON.
 PF0116'ABOUT 5.5 MILES NORTHEAST ALONG THE MAINE CENTRAL RAILROAD
 PF0116'FROM THE UNDERPASS CROSSING OF MAIN STREET AT LEWISTON, AT
 PF0116'THE SMALL VILLAGE OF GREENE, NEAR A BLACK TOPPED ROAD CROSSING,
 PF0116'53 FEET SOUTH OF THE CENTER OF THE CROSSING, 33.2 FEET SOUTHEAST
 PF0116'OF THE SOUTHEAST RAIL, 21 FEET SOUTHWEST OF THE CENTER LINE OF
 PF0116'THE ROAD, 115.0 FEET WEST-SOUTHWEST OF AND ACROSS THE ROAD FROM
 PF0116'B 167 DESCRIBED, 1.5 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT
 PF0116'1/2 FOOT ABOVE THE LEVEL OF THE TRACK, AND SET IN THE TOP OF
 PF0116'A CONCRETE POST FLUSH WITH THE GROUND.
 PF0116
 PF0116                          STATION RECOVERY (1978)
 PF0116
 PF0116'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PF0116'RECOVERED IN GOOD CONDITION.
 PF0116
 PF0116                          STATION RECOVERY (1992)
 PF0116
 PF0116'RECOVERY NOTE BY US POWER SQUADRON 1992 (AMW)
 PF0116'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1072 ***********************************************************************
 PE1072  DESIGNATION -  S 150
 PE1072  PID         -  PE1072
 PE1072  STATE/COUNTY-  ME/KNOX
 PE1072  USGS QUAD   -  THOMASTON (1973)
 PE1072
 PE1072                         *CURRENT SURVEY CONTROL
 PE1072  ___________________________________________________________________
 PE1072* NAD 83(1986)-  44 02 38.     (N)    069 10 48.     (W)     SCALED    
 PE1072* NAVD 88     -        28.293  (meters)      92.82   (feet)  ADJUSTED  
 PE1072  ___________________________________________________________________
 PE1072  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 PE1072  DYNAMIC HT  -          28.290 (meters)      92.81  (feet)  COMP
 PE1072  MODELED GRAV-     980,521.7   (mgal)                       NAVD 88
 PE1072
 PE1072  VERT ORDER  -  SECOND    CLASS 0
 PE1072
 PE1072.The horizontal coordinates were scaled from a topographic map and have
 PE1072.an estimated accuracy of +/- 6 seconds.
 PE1072
 PE1072.The orthometric height was determined by differential leveling
 PE1072.and adjusted by the National Geodetic Survey in June 1991..
 PE1072
 PE1072.The geoid height was determined by GEOID03.
 PE1072
 PE1072.The dynamic height is computed by dividing the NAVD 88
 PE1072.geopotential number by the normal gravity value computed on the
 PE1072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1072.degrees latitude (g = 980.6199 gals.).
 PE1072
 PE1072.The modeled gravity was interpolated from observed gravity values.
 PE1072
 PE1072;                    North         East    Units  Estimated Accuracy
 PE1072;SPC ME E     -    42,130.      245,510.      MT  (+/- 180 meters Scaled)
 PE1072
 PE1072                          SUPERSEDED SURVEY CONTROL
 PE1072
 PE1072  NGVD 29 (??/??/92)   28.503  (m)           93.51   (f) ADJ UNCH    2 0
 PE1072
 PE1072.Superseded values are not recommended for survey control.
 PE1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1072.See file dsdata.txt to determine how the superseded data were derived.
 PE1072
 PE1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ855767(NAD 83)
 PE1072_MARKER: DB = BENCH MARK DISK
 PE1072_SETTING: 66 = SET IN ROCK OUTCROP
 PE1072_SP_SET: BEDROCK
 PE1072_STAMPING: S 150 1962
 PE1072_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1072+STABILITY: POSITION/ELEVATION WELL
 PE1072
 PE1072  HISTORY     - Date     Condition        Report By
 PE1072  HISTORY     - 1962     MONUMENTED       CGS
 PE1072  HISTORY     - 19910511 GOOD             USPSQD
 PE1072
 PE1072                          STATION DESCRIPTION
 PE1072
 PE1072'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PE1072'2.5 MI S FROM THOMASTON.
 PE1072'ABOUT 2.5 MILES SOUTH ALONG STATE HIGHWAY 131 FROM ITS
 PE1072'CROSSING OF THE MAINE CENTRAL RAILROAD, 0.2 MILE SOUTH OF THE
 PE1072'SUMMIT OF A GRADE OR HILL, 0.6 MILE NORTHEAST OF THE SOUTH
 PE1072'THOMASTON-ST. GEORGE TOWN LINE, SET ON THE TOP AND ABOUT AT
 PE1072'THE HIGHEST PART OF A LARGE MASS OF BEDROCK, 78 FEET NORTHWEST
 PE1072'OF THE CENTER LINE OF THE HIGHWAY, 120 FEET SOUTHWEST OF THE
 PE1072'SOUTHWEST CORNER OF A ONE-STORY FRAME HOUSE, 153 FEET NORTH OF
 PE1072'AND ACROSS THE HIGHWAY FROM POWER LINE POLE NO. 102, 189 AND
 PE1072'ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 PE1072
 PE1072                          STATION RECOVERY (1991)
 PE1072
 PE1072'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 PE1072'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1055 ***********************************************************************
 PE1055  DESIGNATION -  S 151
 PE1055  PID         -  PE1055
 PE1055  STATE/COUNTY-  ME/KNOX
 PE1055  USGS QUAD   -  ROCKLAND (1979)
 PE1055
 PE1055                         *CURRENT SURVEY CONTROL
 PE1055  ___________________________________________________________________
 PE1055* NAD 83(1986)-  44 05 08.     (N)    069 04 36.     (W)     SCALED    
 PE1055* NAVD 88     -        55.557  (meters)     182.27   (feet)  ADJUSTED  
 PE1055  ___________________________________________________________________
 PE1055  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 PE1055  DYNAMIC HT  -          55.552 (meters)     182.26  (feet)  COMP
 PE1055  MODELED GRAV-     980,531.7   (mgal)                       NAVD 88
 PE1055
 PE1055  VERT ORDER  -  SECOND    CLASS 0
 PE1055
 PE1055.The horizontal coordinates were scaled from a topographic map and have
 PE1055.an estimated accuracy of +/- 6 seconds.
 PE1055
 PE1055.The orthometric height was determined by differential leveling
 PE1055.and adjusted by the National Geodetic Survey in June 1991..
 PE1055
 PE1055.The geoid height was determined by GEOID03.
 PE1055
 PE1055.The dynamic height is computed by dividing the NAVD 88
 PE1055.geopotential number by the normal gravity value computed on the
 PE1055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1055.degrees latitude (g = 980.6199 gals.).
 PE1055
 PE1055.The modeled gravity was interpolated from observed gravity values.
 PE1055
 PE1055;                    North         East    Units  Estimated Accuracy
 PE1055;SPC ME E     -    46,700.      253,820.      MT  (+/- 180 meters Scaled)
 PE1055
 PE1055                          SUPERSEDED SURVEY CONTROL
 PE1055
 PE1055  NGVD 29 (??/??/92)   55.769  (m)          182.97   (f) ADJ UNCH    2 0
 PE1055
 PE1055.Superseded values are not recommended for survey control.
 PE1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1055.See file dsdata.txt to determine how the superseded data were derived.
 PE1055
 PE1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ938813(NAD 83)
 PE1055_MARKER: DB = BENCH MARK DISK
 PE1055_SETTING: 66 = SET IN ROCK OUTCROP
 PE1055_SP_SET: BEDROCK
 PE1055_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1055+STABILITY: POSITION/ELEVATION WELL
 PE1055
 PE1055  HISTORY     - Date     Condition        Report By
 PE1055  HISTORY     - UNK      MONUMENTED       CGS
 PE1055  HISTORY     - 1962     GOOD             NGS
 PE1055  HISTORY     - 1982     GOOD             CGS
 PE1055
 PE1055                          STATION DESCRIPTION
 PE1055
 PE1055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PE1055'1 MI W FROM OWLS HEAD.
 PE1055'ABOUT 1.0 MILE WEST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 PE1055'AND GENERAL STORE AT OWLS HEAD, 0.8 MILE WEST OF THE OWLS HEAD
 PE1055'FIRE HOUSE, SET ON TOP AND AT THE NORTH END OF A 9-BY-9-FOOT
 PE1055'EXPOSED BEDROCK WHICH PROJECTS 2 FEET ABOVE THE LEVEL OF THE
 PE1055'GROUND AND IN THE FRONT LAWN OF DR. SIDNEY B. UPHAM RESIDENCE,
 PE1055'100 FEET NORTH OF THE CENTER LINE OF THE BLACK TOP ROAD, 123
 PE1055'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE RESIDENCE, 19
 PE1055'FEET EAST OF THE CENTER LINE OF A DRIVEWAY LEADING TO RESIDENT
 PE1055'AND 3 FEET ABOVE THE LEVEL OF THE ROAD.
 PE1055
 PE1055                          STATION RECOVERY (1982)
 PE1055
 PE1055'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1982
 PE1055'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1081 ***********************************************************************
 PE1081  DESIGNATION -  S 152
 PE1081  PID         -  PE1081
 PE1081  STATE/COUNTY-  ME/LINCOLN
 PE1081  USGS QUAD   -  WALDOBORO EAST (1988)
 PE1081
 PE1081                         *CURRENT SURVEY CONTROL
 PE1081  ___________________________________________________________________
 PE1081* NAD 83(1986)-  44 03 41.     (N)    069 20 41.     (W)     SCALED    
 PE1081* NAVD 88     -        28.289  (meters)      92.81   (feet)  ADJUSTED  
 PE1081  ___________________________________________________________________
 PE1081  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 PE1081  DYNAMIC HT  -          28.286 (meters)      92.80  (feet)  COMP
 PE1081  MODELED GRAV-     980,513.8   (mgal)                       NAVD 88
 PE1081
 PE1081  VERT ORDER  -  SECOND    CLASS 0
 PE1081
 PE1081.The horizontal coordinates were scaled from a topographic map and have
 PE1081.an estimated accuracy of +/- 6 seconds.
 PE1081
 PE1081.The orthometric height was determined by differential leveling
 PE1081.and adjusted by the National Geodetic Survey in June 1991..
 PE1081
 PE1081.The geoid height was determined by GEOID03.
 PE1081
 PE1081.The dynamic height is computed by dividing the NAVD 88
 PE1081.geopotential number by the normal gravity value computed on the
 PE1081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1081.degrees latitude (g = 980.6199 gals.).
 PE1081
 PE1081.The modeled gravity was interpolated from observed gravity values.
 PE1081
 PE1081;                    North         East    Units  Estimated Accuracy
 PE1081;SPC ME W     -   136,760.      965,860.      MT  (+/- 180 meters Scaled)
 PE1081
 PE1081                          SUPERSEDED SURVEY CONTROL
 PE1081
 PE1081  NGVD 29 (??/??/92)   28.498  (m)           93.50   (f) ADJ UNCH    2 0
 PE1081
 PE1081.Superseded values are not recommended for survey control.
 PE1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1081.See file dsdata.txt to determine how the superseded data were derived.
 PE1081
 PE1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ723787(NAD 83)
 PE1081_MARKER: DB = BENCH MARK DISK
 PE1081_SETTING: 80 = SET IN A BOULDER
 PE1081_SP_SET: BOULDER
 PE1081_STAMPING: S 152 1962
 PE1081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1081+STABILITY: SURFACE MOTION
 PE1081
 PE1081  HISTORY     - Date     Condition        Report By
 PE1081  HISTORY     - 1962     MONUMENTED       CGS
 PE1081  HISTORY     - 1990     GOOD             USPSQD
 PE1081
 PE1081                          STATION DESCRIPTION
 PE1081
 PE1081'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PE1081'3.5 MI SE FROM WALDOBORO.
 PE1081'ABOUT 3.5 MILES SOUTHEAST ALONG STATE HIGHWAY 220 FROM THE POST
 PE1081'OFFICE AT WALDOBORO, 0.5 MILE SOUTHEAST OF THE CONCRETE BRIDGE
 PE1081'OVER SLAIGO BROOK, SET ON THE TOP OF A 4-BY-4-FOOT BUIRED
 PE1081'BOULDER PROJECTING 2 FEET ABOVE THE LEVEL OF THE GROUND, 48
 PE1081'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 110 FEET
 PE1081'NORTHWEST OF THE NORTHWEST CORNER OF A TWO-STORY FRAME HOUSE, 36
 PE1081'FEET SOUTH OF THE CENTER OF A DUG WELL, 21 FEET NORTHEAST OF
 PE1081'THE CENTER LINE OF A DRIVEWAY AND ABOUT 2 FEET ABOVE THE LEVEL
 PE1081'OF THE HIGHWAY.
 PE1081
 PE1081                          STATION RECOVERY (1990)
 PE1081
 PE1081'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMW)
 PE1081'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0089 ***********************************************************************
 OB0089  DESIGNATION -  S 153
 OB0089  PID         -  OB0089
 OB0089  STATE/COUNTY-  ME/LINCOLN
 OB0089  USGS QUAD   -  WESTPORT (1970)
 OB0089
 OB0089                         *CURRENT SURVEY CONTROL
 OB0089  ___________________________________________________________________
 OB0089* NAD 83(1986)-  43 58 20.     (N)    069 37 57.     (W)     SCALED    
 OB0089* NAVD 88     -        61.800  (meters)     202.76   (feet)  ADJUSTED  
 OB0089  ___________________________________________________________________
 OB0089  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 OB0089  DYNAMIC HT  -          61.794 (meters)     202.74  (feet)  COMP
 OB0089  MODELED GRAV-     980,524.7   (mgal)                       NAVD 88
 OB0089
 OB0089  VERT ORDER  -  SECOND    CLASS 0
 OB0089
 OB0089.The horizontal coordinates were scaled from a topographic map and have
 OB0089.an estimated accuracy of +/- 6 seconds.
 OB0089
 OB0089.The orthometric height was determined by differential leveling
 OB0089.and adjusted by the National Geodetic Survey in June 1991..
 OB0089
 OB0089.The geoid height was determined by GEOID03.
 OB0089
 OB0089.The dynamic height is computed by dividing the NAVD 88
 OB0089.geopotential number by the normal gravity value computed on the
 OB0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0089.degrees latitude (g = 980.6199 gals.).
 OB0089
 OB0089.The modeled gravity was interpolated from observed gravity values.
 OB0089
 OB0089;                    North         East    Units  Estimated Accuracy
 OB0089;SPC ME W     -   126,670.      942,860.      MT  (+/- 180 meters Scaled)
 OB0089
 OB0089                          SUPERSEDED SURVEY CONTROL
 OB0089
 OB0089  NGVD 29 (??/??/92)   62.014  (m)          203.46   (f) ADJ UNCH    2 0
 OB0089
 OB0089.Superseded values are not recommended for survey control.
 OB0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0089.See file dsdata.txt to determine how the superseded data were derived.
 OB0089
 OB0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ492689(NAD 83)
 OB0089_MARKER: DB = BENCH MARK DISK
 OB0089_SETTING: 80 = SET IN A BOULDER
 OB0089_SP_SET: BOULDER
 OB0089_STAMPING: S 153 1963
 OB0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OB0089+STABILITY: SURFACE MOTION
 OB0089_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OB0089+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2002
 OB0089
 OB0089  HISTORY     - Date     Condition        Report By
 OB0089  HISTORY     - 1963     MONUMENTED       CGS
 OB0089  HISTORY     - 1990     GOOD             USPSQD
 OB0089  HISTORY     - 19910427 GOOD             USPSQD
 OB0089  HISTORY     - 20021024 GOOD             USPSQD
 OB0089  HISTORY     - 20041127 GOOD             USPSQD
 OB0089  HISTORY     - 20060925 MARK NOT FOUND   USPSQD
 OB0089
 OB0089                          STATION DESCRIPTION
 OB0089
 OB0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OB0089'1.05 MI N FROM EDGECOMB.
 OB0089'ABOUT 1.05 MILES NORTH ALONG STATE HIGHWAY 27 FROM THE POST OFFICE AT
 OB0089'EDGECOMB, SET ON THE TOP AND AT ABOUT THE HIGHEST PART OF A 4-BY-4
 OB0089'FOOT BURIED BOULDER PROJECTING 1 FOOT ABOVE THE LEVEL OF THE GROUND,
 OB0089'44 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 63 FEET NORTHEAST OF
 OB0089'THE NORTHEAST CORNER OF A LARGE ONE-STORY WHITE FRAME HOUSE, 25 1/2
 OB0089'FEET SOUTHWEST OF POWER LINE POLE NO. 103 250, AND ABOUT 3 FEET ABOVE
 OB0089'THE LEVEL OF THE HIGHWAY.
 OB0089
 OB0089                          STATION RECOVERY (1990)
 OB0089
 OB0089'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMW)
 OB0089'RECOVERED IN GOOD CONDITION.
 OB0089
 OB0089                          STATION RECOVERY (1991)
 OB0089
 OB0089'RECOVERY NOTE BY US POWER SQUADRON 1991 (FLC)
 OB0089'RECOVERED IN GOOD CONDITION.
 OB0089
 OB0089                          STATION RECOVERY (2002)
 OB0089
 OB0089'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMW)
 OB0089'FROM THE JCT. OF RT.1 AND RT.27 IN NORTH EDGECOMB TRAVEL SOUTH ON 27
 OB0089'ABOUT 2.3 MILES TO THE DESCRIBED HOUSE ON THE RIGHT. THE DESCRIPTION
 OB0089'FOR THE MARK LOCATION IS GOOD.
 OB0089
 OB0089                          STATION RECOVERY (2004)
 OB0089
 OB0089'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMW)
 OB0089'RECOVERED IN GOOD CONDITION.
 OB0089
 OB0089                          STATION RECOVERY (2006)
 OB0089
 OB0089'RECOVERY NOTE BY US POWER SQUADRON 2006 (SK)
 OB0089'SOME CLEARING WAS DONE AROUND THE SITE. SOME BOULDERS WERE IN EVIDENCE
 OB0089'BUT THE METAL DETECTOR GAVE NO RESPONSE AROUND THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0068 ***********************************************************************
 OB0068  DESIGNATION -  S 154
 OB0068  PID         -  OB0068
 OB0068  STATE/COUNTY-  ME/LINCOLN
 OB0068  USGS QUAD   -  BRISTOL (1969)
 OB0068
 OB0068                         *CURRENT SURVEY CONTROL
 OB0068  ___________________________________________________________________
 OB0068* NAD 83(1986)-  43 58 11.     (N)    069 33 29.     (W)     SCALED    
 OB0068* NAVD 88     -        40.655  (meters)     133.38   (feet)  ADJUSTED  
 OB0068  ___________________________________________________________________
 OB0068  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 OB0068  DYNAMIC HT  -          40.651 (meters)     133.37  (feet)  COMP
 OB0068  MODELED GRAV-     980,525.9   (mgal)                       NAVD 88
 OB0068
 OB0068  VERT ORDER  -  SECOND    CLASS 0
 OB0068
 OB0068.The horizontal coordinates were scaled from a topographic map and have
 OB0068.an estimated accuracy of +/- 6 seconds.
 OB0068
 OB0068.The orthometric height was determined by differential leveling
 OB0068.and adjusted by the National Geodetic Survey in June 1991..
 OB0068
 OB0068.The geoid height was determined by GEOID03.
 OB0068
 OB0068.The dynamic height is computed by dividing the NAVD 88
 OB0068.geopotential number by the normal gravity value computed on the
 OB0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0068.degrees latitude (g = 980.6199 gals.).
 OB0068
 OB0068.The modeled gravity was interpolated from observed gravity values.
 OB0068
 OB0068;                    North         East    Units  Estimated Accuracy
 OB0068;SPC ME W     -   126,430.      948,840.      MT  (+/- 180 meters Scaled)
 OB0068
 OB0068                          SUPERSEDED SURVEY CONTROL
 OB0068
 OB0068  NGVD 29 (??/??/92)   40.863  (m)          134.06   (f) ADJ UNCH    2 0
 OB0068
 OB0068.Superseded values are not recommended for survey control.
 OB0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0068.See file dsdata.txt to determine how the superseded data were derived.
 OB0068
 OB0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ552686(NAD 83)
 OB0068_MARKER: DB = BENCH MARK DISK
 OB0068_SETTING: 80 = SET IN A BOULDER
 OB0068_SP_SET: BOULDER
 OB0068_STAMPING: S 154 1963
 OB0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OB0068+STABILITY: SURFACE MOTION
 OB0068
 OB0068  HISTORY     - Date     Condition        Report By
 OB0068  HISTORY     - 1963     MONUMENTED       CGS
 OB0068  HISTORY     - 20020719 GOOD             USPSQD
 OB0068
 OB0068                          STATION DESCRIPTION
 OB0068
 OB0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OB0068'5.1 MI SW FROM DAMARISCOTTA.
 OB0068'ABOUT 5.1 MILES SOUTHWEST ALONG STATE HIGHWAY 129 FROM THE SOUTH END
 OB0068'OF THE LARGE BRIDGE OVER THE DAMARISCOTTA RIVER, 1.0 MILE NORTH OF THE
 OB0068'POST OFFICE IN THE VERY SMALL VILLAGE OF WALPOLE, ABOUT 1.9 MILE
 OB0068'SOUTHWEST OF THE JUNCTION OF STATE HIGHWAYS 129 AND 130, 0.7 MILE
 OB0068'SOUTHWEST OF A CULVERT UNDER THE HIGHWAY FOR WILEY BROOK, SET ON THE
 OB0068'TOP OF A 6-BY-6-FOOT BURIED BOULDER PROJECTING 3 FEET ABOVE THE LEVEL
 OB0068'OF THE GROUND, IN A SMALL OPEN FIELD, DIRECTLY ACROSS THE HIGHWAY FROM
 OB0068'A TWO-STORY WHITE FRAME HOUSE, 76 FEET NORTHWEST OF THE CENTER LINE OF
 OB0068'THE HIGHWAY, 70 1/2 FEET NORTH OF POWER LINE POLE NO. 157 - 40 AND
 OB0068'ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 OB0068
 OB0068                          STATION RECOVERY (2002)
 OB0068
 OB0068'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAB)
 OB0068'AREA IS COVERED WITH HIGH BRUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1098 ***********************************************************************
 PE1098  DESIGNATION -  S 155
 PE1098  PID         -  PE1098
 PE1098  STATE/COUNTY-  ME/LINCOLN
 PE1098  USGS QUAD   -  WALDOBORO WEST (1988)
 PE1098
 PE1098                         *CURRENT SURVEY CONTROL
 PE1098  ___________________________________________________________________
 PE1098* NAD 83(1986)-  44 01 58.     (N)    069 24 21.     (W)     SCALED    
 PE1098* NAVD 88     -         1.667  (meters)       5.47   (feet)  ADJUSTED  
 PE1098  ___________________________________________________________________
 PE1098  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 PE1098  DYNAMIC HT  -           1.667 (meters)       5.47  (feet)  COMP
 PE1098  MODELED GRAV-     980,521.5   (mgal)                       NAVD 88
 PE1098
 PE1098  VERT ORDER  -  SECOND    CLASS 0
 PE1098
 PE1098.The horizontal coordinates were scaled from a topographic map and have
 PE1098.an estimated accuracy of +/- 6 seconds.
 PE1098
 PE1098.The orthometric height was determined by differential leveling
 PE1098.and adjusted by the National Geodetic Survey in June 1991..
 PE1098
 PE1098.The geoid height was determined by GEOID03.
 PE1098
 PE1098.The dynamic height is computed by dividing the NAVD 88
 PE1098.geopotential number by the normal gravity value computed on the
 PE1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1098.degrees latitude (g = 980.6199 gals.).
 PE1098
 PE1098.The modeled gravity was interpolated from observed gravity values.
 PE1098
 PE1098;                    North         East    Units  Estimated Accuracy
 PE1098;SPC ME W     -   133,540.      960,990.      MT  (+/- 180 meters Scaled)
 PE1098
 PE1098                          SUPERSEDED SURVEY CONTROL
 PE1098
 PE1098  NGVD 29 (??/??/92)    1.876  (m)            6.15   (f) ADJ UNCH    2 0
 PE1098
 PE1098.Superseded values are not recommended for survey control.
 PE1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1098.See file dsdata.txt to determine how the superseded data were derived.
 PE1098
 PE1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ674755(NAD 83)
 PE1098_MARKER: DJ = TIDAL STATION DISK
 PE1098_SETTING: 80 = SET IN A BOULDER
 PE1098_SP_SET: BOULDER
 PE1098_STAMPING: S 155 1963
 PE1098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1098+STABILITY: SURFACE MOTION
 PE1098
 PE1098  HISTORY     - Date     Condition        Report By
 PE1098  HISTORY     - 1963     MONUMENTED       CGS
 PE1098
 PE1098                          STATION DESCRIPTION
 PE1098
 PE1098'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PE1098'5.2 MI S FROM WALDOBORO.
 PE1098'ABOUT 4.7 MILES SOUTHWEST ALONG STATE HIGHWAY 32 FROM ITS
 PE1098'INTERSECTION WITH MAIN STREET AT WALDOBORO, THENCE 0.5 MILE
 PE1098'SOUTHEAST ALONG A BLACK TOP ROAD TO BROAD COVE, AT BROAD COVE
 PE1098'POINT, 80 YARDS SOUTH OF THE END OF THE ROAD, SET ON THE TOP AND
 PE1098'AT THE SOUTHWEST END OF A LARGE BEDROCK, 8 FEET NORTHEAST OF
 PE1098'THE EDGE OF A DIRT BANK AT HIGH WATER LINE, 13.5 FEET SOUTHWEST
 PE1098'OF AND IN SAME ROCK AS TIDAL NO. 1 (1866), 34 FEET NORTH-NORTHWEST
 PE1098'OF T 155, 25.7 FEET NORTHWEST OF RING BOLT SET IN LARGE GRANITE
 PE1098'ROCK.  NOTE-- AT BROAD COVE, (WESTERN BRANCH) MEDOMAK RIVER, MAINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0150 ***********************************************************************
 OB0150  DESIGNATION -  S 156
 OB0150  PID         -  OB0150
 OB0150  STATE/COUNTY-  ME/SAGADAHOC
 OB0150  USGS QUAD   -  PHIPPSBURG (1957)
 OB0150
 OB0150                         *CURRENT SURVEY CONTROL
 OB0150  ___________________________________________________________________
 OB0150* NAD 83(1986)-  43 52 29.     (N)    069 47 05.     (W)     SCALED    
 OB0150* NAVD 88     -        20.660  (meters)      67.78   (feet)  ADJUSTED  
 OB0150  ___________________________________________________________________
 OB0150  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 OB0150  DYNAMIC HT  -          20.658 (meters)      67.78  (feet)  COMP
 OB0150  MODELED GRAV-     980,524.3   (mgal)                       NAVD 88
 OB0150
 OB0150  VERT ORDER  -  SECOND    CLASS 0
 OB0150
 OB0150.The horizontal coordinates were scaled from a topographic map and have
 OB0150.an estimated accuracy of +/- 6 seconds.
 OB0150
 OB0150.The orthometric height was determined by differential leveling
 OB0150.and adjusted by the National Geodetic Survey in June 1991..
 OB0150
 OB0150.The geoid height was determined by GEOID03.
 OB0150
 OB0150.The dynamic height is computed by dividing the NAVD 88
 OB0150.geopotential number by the normal gravity value computed on the
 OB0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0150.degrees latitude (g = 980.6199 gals.).
 OB0150
 OB0150.The modeled gravity was interpolated from observed gravity values.
 OB0150
 OB0150;                    North         East    Units  Estimated Accuracy
 OB0150;SPC ME W     -   115,770.      930,700.      MT  (+/- 180 meters Scaled)
 OB0150
 OB0150                          SUPERSEDED SURVEY CONTROL
 OB0150
 OB0150  NGVD 29 (??/??/92)   20.868  (m)           68.46   (f) ADJ UNCH    2 0
 OB0150
 OB0150.Superseded values are not recommended for survey control.
 OB0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0150.See file dsdata.txt to determine how the superseded data were derived.
 OB0150
 OB0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ369582(NAD 83)
 OB0150_MARKER: DB = BENCH MARK DISK
 OB0150_SETTING: 66 = SET IN ROCK OUTCROP
 OB0150_SP_SET: BEDROCK
 OB0150_STAMPING: S 156 1963
 OB0150_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0150+STABILITY: POSITION/ELEVATION WELL
 OB0150
 OB0150  HISTORY     - Date     Condition        Report By
 OB0150  HISTORY     - 1963     MONUMENTED       CGS
 OB0150  HISTORY     - 1977     GOOD             LOCENG
 OB0150  HISTORY     - 19910412 MARK NOT FOUND   USPSQD
 OB0150
 OB0150                          STATION DESCRIPTION
 OB0150
 OB0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OB0150'2.75 MI S FROM WOOLWICH.
 OB0150'ABOUT 2.75 MILES SOUTH ALONG STATE HIGHWAY 127 FROM THE SOUTHWEST END
 OB0150'OF THE STATE HIGHWAY 127 BRIDGE OVER THE MAINE CENTRAL RAILROAD AT
 OB0150'WOOLWICH, ABOUT 1.0 MILE SOUTH OF THE ARROWSIC TOWN HALL, SET ON THE
 OB0150'TOP OF A MASS OF EXPOSED BEDROCK WHICH PROJECTS 1/2 FOOT ABOVE THE
 OB0150'LEVEL OF THE GROUND, NEAR THE SUMMIT OF A SHORT HILL, 31 FEET WEST OF
 OB0150'THE CENTER LINE OF THE HIGHWAY, BETWEEN POWER LINE POLES 117 AND 118,
 OB0150'JUST NORTH OF A STATE HIGHWAY GRAVEL PILE AND ABOUT 1 FOOT ABOVE THE
 OB0150'LEVEL OF THE HIGHWAY.
 OB0150
 OB0150                          STATION RECOVERY (1977)
 OB0150
 OB0150'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 OB0150'RECOVERED IN GOOD CONDITION.
 OB0150
 OB0150                          STATION RECOVERY (1991)
 OB0150
 OB0150'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OB0150'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0342 ***********************************************************************
 OC0342  DESIGNATION -  S 157
 OC0342  PID         -  OC0342
 OC0342  STATE/COUNTY-  ME/YORK
 OC0342  USGS QUAD   -  DOVER EAST (1988)
 OC0342
 OC0342                         *CURRENT SURVEY CONTROL
 OC0342  ___________________________________________________________________
 OC0342* NAD 83(1986)-  43 14 38.     (N)    070 46 31.     (W)     SCALED    
 OC0342* NAVD 88     -        30.424  (meters)      99.82   (feet)  ADJUSTED  
 OC0342  ___________________________________________________________________
 OC0342  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 OC0342  DYNAMIC HT  -          30.419 (meters)      99.80  (feet)  COMP
 OC0342  MODELED GRAV-     980,450.8   (mgal)                       NAVD 88
 OC0342
 OC0342  VERT ORDER  -  FIRST     CLASS I
 OC0342
 OC0342.The horizontal coordinates were scaled from a topographic map and have
 OC0342.an estimated accuracy of +/- 6 seconds.
 OC0342
 OC0342.The orthometric height was determined by differential leveling
 OC0342.and adjusted by the National Geodetic Survey in June 1991..
 OC0342
 OC0342.The geoid height was determined by GEOID03.
 OC0342
 OC0342.The dynamic height is computed by dividing the NAVD 88
 OC0342.geopotential number by the normal gravity value computed on the
 OC0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0342.degrees latitude (g = 980.6199 gals.).
 OC0342
 OC0342.The modeled gravity was interpolated from observed gravity values.
 OC0342
 OC0342;                    North         East    Units  Estimated Accuracy
 OC0342;SPC ME W     -    45,790.      850,570.      MT  (+/- 180 meters Scaled)
 OC0342
 OC0342                          SUPERSEDED SURVEY CONTROL
 OC0342
 OC0342  NGVD 29 (??/??/92)   30.648  (m)          100.55   (f) ADJ UNCH    1 1
 OC0342
 OC0342.Superseded values are not recommended for survey control.
 OC0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0342.See file dsdata.txt to determine how the superseded data were derived.
 OC0342
 OC0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH558894(NAD 83)
 OC0342_MARKER: DB = BENCH MARK DISK
 OC0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OC0342_STAMPING: S 157 1966
 OC0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC0342+STABILITY: SURFACE MOTION
 OC0342
 OC0342  HISTORY     - Date     Condition        Report By
 OC0342  HISTORY     - 1966     MONUMENTED       CGS
 OC0342  HISTORY     - 1978     GOOD             DOD
 OC0342  HISTORY     - 19880408 MARK NOT FOUND   USPSQD
 OC0342
 OC0342                          STATION DESCRIPTION
 OC0342
 OC0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OC0342'2 MI NE FROM SOUTH BERWICK.
 OC0342'ABOUT 0.5 MILE NORTH ALONG STATE HIGHWAY 4 FROM THE SOUTH
 OC0342'BERWICK CENTRAL SCHOOL AT SOUTH BERWICK, THENCE ABOUT 1.5 MILES
 OC0342'NORTHEAST ALONG AGAMENTICUS ROAD, 100 1/2 FEET NORTH OF THE CENTER
 OC0342'OF THE JUNCTION OF EMERYS BRIDGE ROAD, 20 FEET NORTHWEST OF
 OC0342'THE CENTER LINE OF THE ROAD, 2 FEET SOUTHWEST OF POWER POLE
 OC0342'63-1-63, 1.9 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL
 OC0342'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OC0342'0.5 FOOT.
 OC0342
 OC0342                          STATION RECOVERY (1978)
 OC0342
 OC0342'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 OC0342'RECOVERED IN GOOD CONDITION.
 OC0342
 OC0342                          STATION RECOVERY (1988)
 OC0342
 OC0342'RECOVERY NOTE BY US POWER SQUADRON 1988 (RSR)
 OC0342'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0667 ***********************************************************************
 PE0667  DESIGNATION -  S 158
 PE0667  PID         -  PE0667
 PE0667  STATE/COUNTY-  ME/PENOBSCOT
 PE0667  USGS QUAD   -  PLYMOUTH (1982)
 PE0667
 PE0667                         *CURRENT SURVEY CONTROL
 PE0667  ___________________________________________________________________
 PE0667* NAD 83(1986)-  44 49 17.     (N)    069 12 09.     (W)     SCALED    
 PE0667* NAVD 88     -        76.826  (meters)     252.05   (feet)  ADJUSTED  
 PE0667  ___________________________________________________________________
 PE0667  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 PE0667  DYNAMIC HT  -          76.822 (meters)     252.04  (feet)  COMP
 PE0667  MODELED GRAV-     980,567.5   (mgal)                       NAVD 88
 PE0667  OBS GRAVITY -     980,572.1   (mgal)                       GRAV_OBS
 PE0667
 PE0667  VERT ORDER  -  FIRST     CLASS I
 PE0667
 PE0667.The horizontal coordinates were scaled from a topographic map and have
 PE0667.an estimated accuracy of +/- 6 seconds.
 PE0667
 PE0667.The orthometric height was determined by differential leveling
 PE0667.and adjusted by the National Geodetic Survey in June 1991..
 PE0667
 PE0667.The geoid height was determined by GEOID03.
 PE0667
 PE0667.The dynamic height is computed by dividing the NAVD 88
 PE0667.geopotential number by the normal gravity value computed on the
 PE0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0667.degrees latitude (g = 980.6199 gals.).
 PE0667
 PE0667.The modeled gravity was interpolated from observed gravity values.
 PE0667.The observed gravity was obtained from relative gravimeter ties
 PE0667.to the IGSN71 gravity network.
 PE0667
 PE0667;                    North         East    Units  Estimated Accuracy
 PE0667;SPC ME E     -   128,540.      244,440.      MT  (+/- 180 meters Scaled)
 PE0667
 PE0667                          SUPERSEDED SURVEY CONTROL
 PE0667
 PE0667  NGVD 29 (??/??/92)   77.044  (m)          252.77   (f) ADJ UNCH    1 1
 PE0667
 PE0667.Superseded values are not recommended for survey control.
 PE0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0667.See file dsdata.txt to determine how the superseded data were derived.
 PE0667
 PE0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK839631(NAD 83)
 PE0667_MARKER: DB = BENCH MARK DISK
 PE0667_SETTING: 66 = SET IN ROCK OUTCROP
 PE0667_SP_SET: ROCK LEDGE
 PE0667_STAMPING: S 158 1966
 PE0667_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0667+STABILITY: POSITION/ELEVATION WELL
 PE0667
 PE0667  HISTORY     - Date     Condition        Report By
 PE0667  HISTORY     - 1966     MONUMENTED       CGS
 PE0667  HISTORY     - 1978     GOOD             DOD
 PE0667  HISTORY     - 1984     GOOD             USPSQD
 PE0667  HISTORY     - 1988     GOOD             USPSQD
 PE0667
 PE0667                          STATION DESCRIPTION
 PE0667
 PE0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE0667'3.6 MI SE FROM NEWPORT.
 PE0667'3.6 MILES SOUTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE0667'STATION AT NEWPORT, ABOUT 0.15 MILE EAST OF MILEPOST V138/P113, ON
 PE0667'THE OUTSIDE OF A LONG CURVE WITH TANGENTS EXTENDING TO THE
 PE0667'WEST AND NORTHEAST, 91 FEET EAST OF THE CENTER OF A BLACK
 PE0667'TOPPED ROAD CROSSING, IN THE TOP OF THE WEST END OF A 20-FOOT
 PE0667'LONG BY 3 1/2-FOOT HIGH ROCK LEDGE, 21 FEET SOUTH OF THE CENTER
 PE0667'LINE OF THE ROAD, 11 1/2 FEET WEST OF POWER POLE 113-33, AND
 PE0667'ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
 PE0667
 PE0667                          STATION RECOVERY (1978)
 PE0667
 PE0667'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE0667'RECOVERED IN GOOD CONDITION.
 PE0667
 PE0667                          STATION RECOVERY (1984)
 PE0667
 PE0667'RECOVERY NOTE BY US POWER SQUADRON 1984
 PE0667'RECOVERED IN GOOD CONDITION.
 PE0667
 PE0667                          STATION RECOVERY (1988)
 PE0667
 PE0667'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE0667'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0409 ***********************************************************************
 PE0409  DESIGNATION -  S 159
 PE0409  PID         -  PE0409
 PE0409  STATE/COUNTY-  ME/PENOBSCOT
 PE0409  USGS QUAD   -  BREWER LAKE (1982)
 PE0409
 PE0409                         *CURRENT SURVEY CONTROL
 PE0409  ___________________________________________________________________
 PE0409* NAD 83(1986)-  44 44 08.     (N)    068 37 36.     (W)     SCALED    
 PE0409* NAVD 88     -        60.174  (meters)     197.42   (feet)  ADJUSTED  
 PE0409  ___________________________________________________________________
 PE0409  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 PE0409  DYNAMIC HT  -          60.171 (meters)     197.41  (feet)  COMP
 PE0409  MODELED GRAV-     980,562.0   (mgal)                       NAVD 88
 PE0409
 PE0409  VERT ORDER  -  FIRST     CLASS I
 PE0409
 PE0409.The horizontal coordinates were scaled from a topographic map and have
 PE0409.an estimated accuracy of +/- 6 seconds.
 PE0409
 PE0409.The orthometric height was determined by differential leveling
 PE0409.and adjusted by the National Geodetic Survey in June 1991..
 PE0409
 PE0409.The geoid height was determined by GEOID03.
 PE0409
 PE0409.The dynamic height is computed by dividing the NAVD 88
 PE0409.geopotential number by the normal gravity value computed on the
 PE0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0409.degrees latitude (g = 980.6199 gals.).
 PE0409
 PE0409.The modeled gravity was interpolated from observed gravity values.
 PE0409
 PE0409;                    North         East    Units  Estimated Accuracy
 PE0409;SPC ME E     -   118,770.      289,970.      MT  (+/- 180 meters Scaled)
 PE0409
 PE0409                          SUPERSEDED SURVEY CONTROL
 PE0409
 PE0409  NGVD 29 (??/??/92)   60.378  (m)          198.09   (f) ADJ UNCH    1 1
 PE0409
 PE0409.Superseded values are not recommended for survey control.
 PE0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0409.See file dsdata.txt to determine how the superseded data were derived.
 PE0409
 PE0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK295536(NAD 83)
 PE0409_MARKER: DB = BENCH MARK DISK
 PE0409_SETTING: 66 = SET IN ROCK OUTCROP
 PE0409_SP_SET: ROCK CUT
 PE0409_STAMPING: S 159 1966
 PE0409_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0409+STABILITY: POSITION/ELEVATION WELL
 PE0409
 PE0409  HISTORY     - Date     Condition        Report By
 PE0409  HISTORY     - 1966     MONUMENTED       CGS
 PE0409  HISTORY     - 1978     GOOD             DMA
 PE0409  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 PE0409
 PE0409                          STATION DESCRIPTION
 PE0409
 PE0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE0409'0.2 MI SE FROM EAST HOLDEN.
 PE0409'0.2 MILE SOUTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE0409'CROSSING OF STATE HIGHWAY 46 AT EAST HOLDEN, ABOUT 0.3 MILE
 PE0409'NORTHWEST OF MILEPOST P148/C122, 8 1/2 RAILS NORTH OF THE
 PE0409'CENTER OF THE CROSSING OF U.S. HIGHWAY 1A, IN THE TOP OF THE
 PE0409'HIGHEST POINT OF AND AT THE SOUTH END OF A 18-FOOT LONG BY
 PE0409'3-FOOT HIGH ROCK WHICH IS PART OF A SHORT CUT, 12.2 FEET EAST
 PE0409'OF THE EAST RAIL, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE
 PE0409'TRACK.
 PE0409
 PE0409                          STATION RECOVERY (1978)
 PE0409
 PE0409'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PE0409'RECOVERED IN GOOD CONDITION.
 PE0409
 PE0409                          STATION RECOVERY (1985)
 PE0409
 PE0409'RECOVERY NOTE BY US POWER SQUADRON 1985
 PE0409'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0133 ***********************************************************************
 OC0133  DESIGNATION -  S 16
 OC0133  PID         -  OC0133
 OC0133  STATE/COUNTY-  ME/CUMBERLAND
 OC0133  USGS QUAD   -  YARMOUTH (1975)
 OC0133
 OC0133                         *CURRENT SURVEY CONTROL
 OC0133  ___________________________________________________________________
 OC0133* NAD 83(1986)-  43 49 43.     (N)    070 09 49.     (W)     SCALED    
 OC0133* NAVD 88     -        22.383  (meters)      73.43   (feet)  ADJUSTED  
 OC0133  ___________________________________________________________________
 OC0133  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 OC0133  DYNAMIC HT  -          22.381 (meters)      73.43  (feet)  COMP
 OC0133  MODELED GRAV-     980,509.5   (mgal)                       NAVD 88
 OC0133
 OC0133  VERT ORDER  -  SECOND    CLASS 0
 OC0133
 OC0133.The horizontal coordinates were scaled from a topographic map and have
 OC0133.an estimated accuracy of +/- 6 seconds.
 OC0133
 OC0133.The orthometric height was determined by differential leveling
 OC0133.and adjusted by the National Geodetic Survey in June 1991..
 OC0133
 OC0133.The geoid height was determined by GEOID03.
 OC0133
 OC0133.The dynamic height is computed by dividing the NAVD 88
 OC0133.geopotential number by the normal gravity value computed on the
 OC0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0133.degrees latitude (g = 980.6199 gals.).
 OC0133
 OC0133.The modeled gravity was interpolated from observed gravity values.
 OC0133
 OC0133;                    North         East    Units  Estimated Accuracy
 OC0133;SPC ME W     -   110,570.      900,250.      MT  (+/- 180 meters Scaled)
 OC0133
 OC0133                          SUPERSEDED SURVEY CONTROL
 OC0133
 OC0133  NGVD 29 (??/??/92)   22.581  (m)           74.08   (f) ADJ UNCH    2 0
 OC0133
 OC0133.Superseded values are not recommended for survey control.
 OC0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0133.See file dsdata.txt to determine how the superseded data were derived.
 OC0133
 OC0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ064534(NAD 83)
 OC0133_MARKER: DB = BENCH MARK DISK
 OC0133_SETTING: 66 = SET IN ROCK OUTCROP
 OC0133_SP_SET: ROCK LEDGE
 OC0133_STAMPING: 74.084 S 16 1933
 OC0133_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC0133+STABILITY: POSITION/ELEVATION WELL
 OC0133
 OC0133  HISTORY     - Date     Condition        Report By
 OC0133  HISTORY     - 1933     MONUMENTED       CGS
 OC0133  HISTORY     - 1944     GOOD             NGS
 OC0133  HISTORY     - 1976     GOOD             NGS
 OC0133
 OC0133                          STATION DESCRIPTION
 OC0133
 OC0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OC0133'1.8 MI NE FROM YARMOUTH JUNCTION.
 OC0133'1.8 MILES NORTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM
 OC0133'YARMOUTH JUNCTION, CUMBERLAND COUNTY, 730 FEET SOUTHWEST OF
 OC0133'MILEPOST P17, 25 FEET SOUTHWEST OF THE CENTER OF A HIGHWAY
 OC0133'OVERPASS, 8 FEET NORTHWEST OF THE CENTER LINE OF THE TRACK, AND
 OC0133'IN THE FACE OF A ROCK LEDGE.  A STANDARD DISK, STAMPED 74.084 S
 OC0133'16 1933 AND SET VERTICALLY.
 OC0133
 OC0133                          STATION RECOVERY (1944)
 OC0133
 OC0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 OC0133'RECOVERED IN GOOD CONDITION.
 OC0133
 OC0133                          STATION RECOVERY (1976)
 OC0133
 OC0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0650 ***********************************************************************
 PE0650  DESIGNATION -  S 160
 PE0650  PID         -  PE0650
 PE0650  STATE/COUNTY-  ME/PENOBSCOT
 PE0650  USGS QUAD   -  CARMEL (1982)
 PE0650
 PE0650                         *CURRENT SURVEY CONTROL
 PE0650  ___________________________________________________________________
 PE0650* NAD 83(1986)-  44 48 20.     (N)    069 03 16.     (W)     SCALED    
 PE0650* NAVD 88     -        50.398  (meters)     165.35   (feet)  ADJUSTED  
 PE0650  ___________________________________________________________________
 PE0650  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 PE0650  DYNAMIC HT  -          50.396 (meters)     165.34  (feet)  COMP
 PE0650  MODELED GRAV-     980,573.1   (mgal)                       NAVD 88
 PE0650
 PE0650  VERT ORDER  -  FIRST     CLASS I
 PE0650
 PE0650.The horizontal coordinates were scaled from a topographic map and have
 PE0650.an estimated accuracy of +/- 6 seconds.
 PE0650
 PE0650.The orthometric height was determined by differential leveling
 PE0650.and adjusted by the National Geodetic Survey in June 1991..
 PE0650
 PE0650.The geoid height was determined by GEOID03.
 PE0650
 PE0650.The dynamic height is computed by dividing the NAVD 88
 PE0650.geopotential number by the normal gravity value computed on the
 PE0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0650.degrees latitude (g = 980.6199 gals.).
 PE0650
 PE0650.The modeled gravity was interpolated from observed gravity values.
 PE0650
 PE0650;                    North         East    Units  Estimated Accuracy
 PE0650;SPC ME E     -   126,690.      256,140.      MT  (+/- 180 meters Scaled)
 PE0650
 PE0650                          SUPERSEDED SURVEY CONTROL
 PE0650
 PE0650  NGVD 29 (??/??/92)   50.614  (m)          166.06   (f) ADJ UNCH    1 1
 PE0650
 PE0650.Superseded values are not recommended for survey control.
 PE0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0650.See file dsdata.txt to determine how the superseded data were derived.
 PE0650
 PE0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK956613(NAD 83)
 PE0650_MARKER: DB = BENCH MARK DISK
 PE0650_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PE0650_SP_SET: 15.3 FEET
 PE0650_STAMPING: S 160 1966
 PE0650_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0650
 PE0650  HISTORY     - Date     Condition        Report By
 PE0650  HISTORY     - 1966     MONUMENTED       CGS
 PE0650  HISTORY     - 1978     GOOD             DOD
 PE0650  HISTORY     - 1984     GOOD             USPSQD
 PE0650  HISTORY     - 1988     POOR             USPSQD
 PE0650
 PE0650                          STATION DESCRIPTION
 PE0650
 PE0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE0650'0.6 MI W FROM CARMEL.
 PE0650'0.55 MILE WEST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE0650'OVERPASS CROSSING OF U.S. HIGHWAY 2 AT CARMEL, ABOUT 0.15 MILE
 PE0650'SOUTHEAST OF MILEPOST V130/P121, NEAR THE UNDERPASS CROSSING
 PE0650'OF A BLACK TOPPED ROAD, 53 FEET EAST OF THE SOUTHEAST END OF
 PE0650'A METAL GUARD RAIL FOR THE UNDERPASS, 59.0 FEET NORTHEAST OF
 PE0650'THE NORTHEAST RAIL, 21 FEET SOUTH OF A 24-INCH PINE TREE, 1.1
 PE0650'FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 7 FEET BELOW THE
 PE0650'LEVEL OF THE TRACK, AND IS A DISK ON A COPPER COATED STEEL
 PE0650'ROD 0.2 FOOT AND PROTECTED BY A 6-INCH IRON PIPE PROJECTING
 PE0650'0.5 FOOT.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 15.3 FEET.
 PE0650
 PE0650                          STATION RECOVERY (1978)
 PE0650
 PE0650'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE0650'RECOVERED IN GOOD CONDITION.
 PE0650
 PE0650                          STATION RECOVERY (1984)
 PE0650
 PE0650'RECOVERY NOTE BY US POWER SQUADRON 1984
 PE0650'RECOVERED IN GOOD CONDITION.
 PE0650
 PE0650                          STATION RECOVERY (1988)
 PE0650
 PE0650'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE0650'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0229 ***********************************************************************
 OC0229  FBN         -  This is a Federal Base Network Control Station.
 OC0229  PACS        -  This is a Primary Airport Control Station.
 OC0229  DESIGNATION -  S 161
 OC0229  PID         -  OC0229
 OC0229  STATE/COUNTY-  ME/YORK
 OC0229  USGS QUAD   -  BIDDEFORD (1975)
 OC0229
 OC0229                         *CURRENT SURVEY CONTROL
 OC0229  ___________________________________________________________________
 OC0229* NAD 83(1996)-  43 27 52.27642(N)    070 28 25.38098(W)     ADJUSTED  
 OC0229* NAVD 88     -        49.824  (meters)     163.46   (feet)  ADJUSTED  
 OC0229  ___________________________________________________________________
 OC0229  X           -   1,549,740.948 (meters)                     COMP
 OC0229  Y           -  -4,369,961.668 (meters)                     COMP
 OC0229  Z           -   4,365,117.827 (meters)                     COMP
 OC0229  LAPLACE CORR-           3.99  (seconds)                    DEFLEC99
 OC0229  ELLIP HEIGHT-          23.49  (meters)          (04/26/01) GPS OBS
 OC0229  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 OC0229  DYNAMIC HT  -          49.817 (meters)     163.44  (feet)  COMP
 OC0229  MODELED GRAV-     980,484.8   (mgal)                       NAVD 88
 OC0229
 OC0229  HORZ ORDER  -  B
 OC0229  VERT ORDER  -  FIRST     CLASS I
 OC0229  ELLP ORDER  -  FOURTH    CLASS I
 OC0229
 OC0229.This mark is at Biddeford Airport (B19)
 OC0229
 OC0229.The horizontal coordinates were established by GPS observations
 OC0229.and adjusted by the National Geodetic Survey in July 1997..
 OC0229
 OC0229.The orthometric height was determined by differential leveling
 OC0229.and adjusted by the National Geodetic Survey in June 1991..
 OC0229
 OC0229.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OC0229
 OC0229.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC0229
 OC0229.The ellipsoidal height was determined by GPS observations
 OC0229.and is referenced to NAD 83.
 OC0229
 OC0229.The geoid height was determined by GEOID03.
 OC0229
 OC0229.The dynamic height is computed by dividing the NAVD 88
 OC0229.geopotential number by the normal gravity value computed on the
 OC0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0229.degrees latitude (g = 980.6199 gals.).
 OC0229
 OC0229.The modeled gravity was interpolated from observed gravity values.
 OC0229
 OC0229;                    North         East     Units Scale Factor Converg.
 OC0229;SPC ME W     -    70,165.685   875,153.079   MT  0.99997426   -0 12 40.4
 OC0229;UTM  19      - 4,813,455.966   380,787.878   MT  0.99977481   -1 00 50.0
 OC0229
 OC0229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC0229!SPC ME W     -   0.99999632  x   0.99997426  =   0.99997058
 OC0229!UTM  19      -   0.99999632  x   0.99977481  =   0.99977113
 OC0229
 OC0229|---------------------------------------------------------------------|
 OC0229| PID    Reference Object                     Distance      Geod. Az  |
 OC0229|                                                           dddmmss.s |
 OC0229| OC0231 U 161                               340.024 METERS 04909     |
 OC0229| OC0230 T 161                                41.767 METERS 10130     |
 OC0229| OC2775 BIDDE                               214.958 METERS 16139     |
 OC0229| AB2644 B19 B                               482.131 METERS 2020844.5 |
 OC0229|---------------------------------------------------------------------|
 OC0229
 OC0229                          SUPERSEDED SURVEY CONTROL
 OC0229
 OC0229  ELLIP H (07/24/97)   23.46   (m)                       GP(       ) 1 1
 OC0229  NAD 83(1992)-  43 27 52.27660(N)    070 28 25.37991(W) AD(1995.00) B
 OC0229  ELLIP H (04/19/96)   23.46   (m)                       GP(1995.00) 3 1
 OC0229  NAD 83(1992)-  43 27 52.27300(N)    070 28 25.37941(W) AD(       ) 1
 OC0229  ELLIP H (01/28/95)   23.46   (m)                       GP(       ) 4 2
 OC0229  NAD 83(1986)-  43 27 52.28404(N)    070 28 25.38265(W) AD(       ) 1
 OC0229  NAD 27      -  43 27 51.97974(N)    070 28 27.19724(W) AD(       ) 1
 OC0229  NAVD 88 (04/19/96)   49.82   (m)          163.5    (f) LEVELING    3  
 OC0229  NGVD 29 (??/??/92)   50.048  (m)          164.20   (f) ADJ UNCH    1 1
 OC0229
 OC0229.Superseded values are not recommended for survey control.
 OC0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0229.See file dsdata.txt to determine how the superseded data were derived.
 OC0229
 OC0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ8078813456(NAD 83)
 OC0229_MARKER: DB = BENCH MARK DISK
 OC0229_SETTING: 66 = SET IN ROCK OUTCROP
 OC0229_SP_SET: ROCK LEDGE
 OC0229_STAMPING: S 161 1966
 OC0229_MARK LOGO: CGS   
 OC0229_MAGNETIC: N = NO MAGNETIC MATERIAL
 OC0229_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC0229+STABILITY: POSITION/ELEVATION WELL
 OC0229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OC0229+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2000
 OC0229
 OC0229  HISTORY     - Date     Condition        Report By
 OC0229  HISTORY     - 1966     MONUMENTED       CGS
 OC0229  HISTORY     - 1978     GOOD             DOD
 OC0229  HISTORY     - 1985     GOOD             NGS
 OC0229  HISTORY     - 1986     GOOD             NGS
 OC0229  HISTORY     - 19951003 GOOD             CHANCE
 OC0229  HISTORY     - 19951025 GOOD             NGS
 OC0229  HISTORY     - 19960701 GOOD             NGS
 OC0229  HISTORY     - 20000428 GOOD             NGS
 OC0229
 OC0229                          STATION DESCRIPTION
 OC0229
 OC0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OC0229'1.7 MI SW FROM BIDDEFORD.
 OC0229'ABOUT 1.0 MILE SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE
 OC0229'INTERSECTION OF STATE HIGHWAY 111 AT BIDDEFORD, THENCE ABOUT
 OC0229'0.7 MILE SOUTHEAST ALONG GRAYSOM STREET, AT THE BIDDEFORD
 OC0229'AIRPORT, 336 FEET NORTHWEST OF THE NORTHWEST EDGE OF THE
 OC0229'NORTHEAST-SOUTHWEST RUNWAY, IN THE TOP AND NEAR THE SOUTHWEST
 OC0229'EDGE OF A 12-BY-12-FOOT ROCK LEDGE THAT PROJECTS ABOUT 1 FOOT,
 OC0229'26 FEET NORTHEAST OF THE CENTER LINE OF THE CONTINUATION OF
 OC0229'GRAYSOM STREET, 22 FEET NORTH-NORTHEAST OF THE NORTHEAST GATEPOST
 OC0229'OF GATE ACROSS ENTRANCE DRIVE, 32 FEET NORTHWEST OF THE NORTH
 OC0229'CORNER OF A PARKING APRON, AND ABOUT 1 FOOT ABOVE THE PARKING
 OC0229'APRON.
 OC0229
 OC0229                          STATION RECOVERY (1978)
 OC0229
 OC0229'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 OC0229'RECOVERED IN GOOD CONDITION.
 OC0229
 OC0229                          STATION RECOVERY (1985)
 OC0229
 OC0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (MRM)
 OC0229'THE STATION WAS RECOVERED AT THIS DATE.
 OC0229'THE STATION WAS USED AS AN AZIMUTH MARK FOR STATION BIDDE.
 OC0229'
 OC0229'THE STATION IS LOCATED ABOUT 2.1 KM (1.3 MI)
 OC0229'SOUTH OF THE JUNCTION OF U.S. HIGHWAY 1 AND STATE HIGHWAY 111 IN
 OC0229'BIDDEFORD,
 OC0229'1.3 KM (0.8 MI) NORTHEAST OF THE BIDDEFORD CITY LIMITS, AT THE
 OC0229'BIDDEFORD MUNICIPAL AIRPORT, IN OUTCROP ADJACENT TO THE ENTRANCE
 OC0229'GATE TO THE AIRPORT TARMAC.  NOTE, FUTURE CONSTRUCTION MAY CHANGE
 OC0229'THE AREA BUT THE STATION SHOULD NOT BE DISTURBED.
 OC0229'OWNERSHIP--CITY OF BIDDEFORD, VICTOR LORIANGER - AIRPORT MANAGER,
 OC0229'BIDDEFORD MUNICIPAL AIRPORT, BIDDEFORD ME, PHONE 207-282-3713.
 OC0229'
 OC0229'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE
 OC0229'HIGHWAY 111 WHICH IS ABOUT 2.7 KM (1.7 MI) EAST-NORTHEAST OF EXIT 4
 OC0229'OF THE MAINE TURNPIKE, GO SOUTHWEST FOR 1.4 KM (0.9 MI) ON HIGHWAY
 OC0229'1 TO THE ENTRANCE TO ST. MARYS CEMETERY ON THE LEFT.  CONTINUE
 OC0229'AHEAD FOR 0.3 KM (0.2 MI) ON HIGHWAY 1 TO A PAVED STREET LEFT.
 OC0229'TURN LEFT AND GO SOUTHEAST FOR 0.5 KM (0.3 MI) ON CARVER STREET TO
 OC0229'A T-JUNCTION.
 OC0229'TURN LEFT AND GO SOUTHEAST FOR 0.6 KM (0.4 MI) ON A PAVED ROAD TO
 OC0229'THE AIRPORT GATE AND THE STATION ON THE LEFT.
 OC0229'
 OC0229'THE STATION IS A STANDARD CGS BENCH MARK DISK
 OC0229'STAMPED---S 161 1966---,
 OC0229'SET INTO A DRILL HOLE IN THE TOP OF A ROCK OUTCROP ABOUT 1 METER BY 2
 OC0229'METERS PROJECTING 5 CM ABOVE GROUND.  LOCATED
 OC0229'13.8 METERS (45.3 FT) SOUTHEAST FROM UTILITY POLE NUMBER 570/4,
 OC0229'10.5 METERS (34.5 FT) NORTH-NORTHEAST FROM THE CENTER OF THE
 OC0229'ENTRANCE GATE,
 OC0229'10.0 METERS (32.8 FT) WEST-NORTHWEST FROM THE WEST CORNER OF THE
 OC0229'TERMINAL BUILDING (TO BE MOVED DURING CONSTRUCTION),
 OC0229'2.3 METERS (7.6 FT) SOUTHWEST FROM A METAL GUY EMBEDDED IN A
 OC0229'BOULDER,
 OC0229'2.0 METERS (6.6 FT) NORTHEAST FROM THE ROAD EDGE AND ABOUT 0.5
 OC0229'METERS (1.6 FT) HIGHER THAN THE ROAD.
 OC0229'
 OC0229'FAA AIRPORT SURVEYS, MAINE, OCTOBER-NOVEMBER 1985.
 OC0229'
 OC0229'THIS STATION SUITABLE FOR GPS SURVEYS.
 OC0229'
 OC0229'DESCRIBED BY G.R. HEID.
 OC0229
 OC0229                          STATION RECOVERY (1986)
 OC0229
 OC0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (REP)
 OC0229'THE STATION IS LOCATED ABOUT 2.1 KM (1.3 MI)
 OC0229'SOUTH OF THE JUNCTION OF U.S. HIGHWAY 1 AND STATE HIGHWAY 111 IN
 OC0229'BIDDEFORD AND AT THE BIDDEFORD MUNICIPAL AIRPORT, IN ROCK OUTCROP
 OC0229'ADJACENT TO THE ENTRANCE GATE TO THE AIRPORT TARMAC.
 OC0229'OWNERSHIP--CITY OF BIDDEFORD, C/O AIRPORT MANAGER, VICTOR
 OC0229'LORIANGER, BIDDEFORD MUNICIPAL AIRPORT, BIDDEFORD ME 04005, PHONE
 OC0229'207-282-3713.
 OC0229'
 OC0229'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE
 OC0229'HIGHWAY 111 IN BIDDEFORD, GO SOUTHWEST ON HIGHWAY 1 FOR 1.4 KM (0.9
 OC0229'MI) TO THE ENTRANCE TO ST. MARYS CEMETERY ON THE LEFT.  CONTINUE
 OC0229'AHEAD ON THE HIGHWAY FOR 0.3 KM (0.2 MI) TO A PAVED STREET ON THE
 OC0229'LEFT, TURN LEFT AND GO SOUTHEAST ON CARVER STREET FOR 0.5 KM (0.3
 OC0229'MI) TO A T-ROAD, TURN LEFT AND GO NORTHEAST ON A PAVED ROAD FOR 0.6
 OC0229'KM (0.4 MI) TO THE AIRPORT GATE AND THE STATION ON THE LEFT.
 OC0229'
 OC0229'THE STATION IS A STANDARD CGS DISK
 OC0229'STAMPED---S 161 1966---,
 OC0229'SET INTO ROCK OUTCROP PROJECTING 5 CM.  LOCATED
 OC0229'13.8 METERS (45.3 FT) SOUTHEAST FROM A UTILITY POLE NUMBER 570/4,
 OC0229'10.5 METERS (34.4 FT) NORTH-NORTHEAST FROM THE CENTER OF THE
 OC0229'ENTRANCE GATE,
 OC0229'2.0 METERS (6.6 FT) NORTHEAST FROM THE EDGE OF THE PAVEMENT AND
 OC0229'0.5 METER (1.6 FT) ABOVE THE ROAD.
 OC0229'
 OC0229'FAA AIRPORT SURVEYS, NEW ENGLAND, SEPTEMBER-OCTOBER 1986.
 OC0229'
 OC0229'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 OC0229'
 OC0229'DESCRIBED G.R. HEID.
 OC0229
 OC0229                          STATION RECOVERY (1995)
 OC0229
 OC0229'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (CB)
 OC0229'RECOVERED AS DESCRIBED WITH THE FOLLOWING INFORMATION-  THIS STATION
 OC0229'IS DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION (PACS) - MAINE ANA
 OC0229'SURVEYS 1995
 OC0229
 OC0229                          STATION RECOVERY (1995)
 OC0229
 OC0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (ALG)
 OC0229'THE STATION IS LOCATED SOUTH OF BIDDEFORD, ON THE NORTH SIDE OF THE
 OC0229'BIDDEFORD MUNICIPAL AIRPORT.  TO REACH THE STATION FROM THE MAINE
 OC0229'TURNPIKE, EXIT 3, TOLLBOOTH, PROCEED EAST SOUTHEAST FOR 1.1 MI (1.8
 OC0229'KM) TO TRAFFIC LIGHT AT ROUTE 1.  CONTINUE STRAIGHT FOR ANOTHER 0.3 MI
 OC0229'(0.5 KM) TO A T INTERSECTION.  TURN LEFT AND GO 0.45 MI (0.72 KM) TO
 OC0229'AIRPORT.  PERMISSION MUST BE OBTAINED BEFORE ACCESSING THE FIELD.  THE
 OC0229'STATION IS A BRONZE U.S.  COAST AND GEODETIC SURVEY BENCH MARK
 OC0229'STAMPED---S 161 1966--- SET FLUSH IN A ROCK OUTCROP.  THE STATION IS
 OC0229'10.05 M (32.97 FT) NORTH NORTHWEST OF THE WESTERN MOST CORNER OF THE
 OC0229'BONANZA AVIATION BUILDING, 3.28 M (10.76 FT) NORTH OF FIRE RESCUE
 OC0229'EMERGENCY CALL BOX POLE, 2.43 M (7.97 FT) WEST SOUTHWEST OF STEEL ROD
 OC0229'EMBEDDED IN THE SAME BOULDER, AND 2.18 M (7.15 FT) EAST NORTHEAST OF
 OC0229'AUTO PARKING LOT.
 OC0229
 OC0229                          STATION RECOVERY (1996)
 OC0229
 OC0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (WCW)
 OC0229'RECOVERED AS DESCRIBED.  NOTE BY WCW-1996.
 OC0229
 OC0229                          STATION RECOVERY (2000)
 OC0229
 OC0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 OC0229'THE STATION IS LOCATED AT THE BIDDEFORD MUNICIPAL AIRPORT, NORTHEAST
 OC0229'AND ACROSS THE ENTRANCE DRIVE FROM THE ENTRANCE TO THE AIRPORT
 OC0229'OFFICE-TERMINAL.  OWNERSHIP--CITY OF BIDDEFORD, MR. DAVID CARTER,
 OC0229'AIRPORT MANAGER, PHONE 207-286-1880.  TO REACH THE STATION FROM THE
 OC0229'JUNCTION OF THE EXIT 4 RAMP OF THE MAINE TURNPIKE (INTERSTATE HIGHWAY
 OC0229'95-BIDDEFORD EXIT) AND STATE HIGHWAY 111 ON THE WEST SIDE OF
 OC0229'BIDDEFORD, GO EAST ON THE EXIT RAMP FOR 0.32 KM (0.20 MI) TO THE TOLL
 OC0229'BOOTHS.  CONTINUE AHEAD, SOUTHEAST FOR 0.16 KM (0.10 MI) TO A TRAFFIC
 OC0229'LIGHT AT THE JUNCTION OF STATE HIGHWAY 111 AND A PAVED ROAD STRAIGHT
 OC0229'AHEAD.  CONTINUE STRAIGHT AHEAD, SOUTH, CROSSING HIGHWAY 111 AND GO
 OC0229'1.37 KM (0.85 MI) ON THE ROAD TO THE JUNCTION OF US HIGHWAY 1 AND
 OC0229'PRECOURT ROAD STRAIGHT AHEAD.  CONTINUE STRAIGHT AHEAD, SOUTH,
 OC0229'CROSSING HIGHWAY 1, AND GO 0.56 KM (0.35 MI) TO THE T-JUNCTION OF
 OC0229'LANDRY ROAD.  TURN LEFT, SOUTHEAST ON THE ROAD FOR 0.64 KM (0.40 MI)
 OC0229'TO AN OPENING IN A CHAIN LINK FENCE FOR THE ENTRANCE TO THE AIRPORT
 OC0229'APRON, THE ENTRANCE TO AIRPORT OFFICE ON THE RIGHT AND THE STATION ON
 OC0229'THE LEFT.  THE STATION IS SET IN A DRILL HOLE IN A 3 FT (0.9 M) X 6 FT
 OC0229'(1.8 M) AREA OF EXPOSED ROCK OUTCROP PROJECTING ABOUT 0.3 M (1.0 FT)
 OC0229'ABOVE THE PARKING LOT.  LOCATED 13.26 M (43.50 FT) SOUTHEAST OF POWER
 OC0229'POLE NUMBER 570/4 WITH TWO SECURITY LIGHTS, 7.93 M (26.02 FT)
 OC0229'NORTH-NORTHEAST OF THE NORTHEAST POST OF THE CHAIN LINK FENCE, 3.20 M
 OC0229'(10.50 FT) NORTH OF A METAL POLE WITH 911 CALL BOX ATTACHED, 2.29 M
 OC0229'(7.51 FT) NORTHEAST OF THE NORTHEAST EDGE OF THE PARKING LOT AND 2.28
 OC0229'M (7.48 FT) SOUTHWEST OF AN ABANDONED METAL GUY WIRE ANCHOR EMBEDDED
 OC0229'IN THE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0096 ***********************************************************************
 OC0096  DESIGNATION -  S 162
 OC0096  PID         -  OC0096
 OC0096  STATE/COUNTY-  ME/CUMBERLAND
 OC0096  USGS QUAD   -  PROUTS NECK (1978)
 OC0096
 OC0096                         *CURRENT SURVEY CONTROL
 OC0096  ___________________________________________________________________
 OC0096* NAD 83(1986)-  43 36 33.     (N)    070 18 34.     (W)     SCALED    
 OC0096* NAVD 88     -        11.804  (meters)      38.73   (feet)  ADJUSTED  
 OC0096  ___________________________________________________________________
 OC0096  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 OC0096  DYNAMIC HT  -          11.802 (meters)      38.72  (feet)  COMP
 OC0096  MODELED GRAV-     980,500.3   (mgal)                       NAVD 88
 OC0096
 OC0096  VERT ORDER  -  FIRST     CLASS I
 OC0096
 OC0096.The horizontal coordinates were scaled from a topographic map and have
 OC0096.an estimated accuracy of +/- 6 seconds.
 OC0096
 OC0096.The orthometric height was determined by differential leveling
 OC0096.and adjusted by the National Geodetic Survey in June 1991..
 OC0096
 OC0096.The geoid height was determined by GEOID03.
 OC0096
 OC0096.The dynamic height is computed by dividing the NAVD 88
 OC0096.geopotential number by the normal gravity value computed on the
 OC0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0096.degrees latitude (g = 980.6199 gals.).
 OC0096
 OC0096.The modeled gravity was interpolated from observed gravity values.
 OC0096
 OC0096;                    North         East    Units  Estimated Accuracy
 OC0096;SPC ME W     -    86,200.      888,470.      MT  (+/- 180 meters Scaled)
 OC0096
 OC0096                          SUPERSEDED SURVEY CONTROL
 OC0096
 OC0096  NGVD 29 (??/??/92)   12.027  (m)           39.46   (f) ADJ UNCH    1 1
 OC0096
 OC0096.Superseded values are not recommended for survey control.
 OC0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0096.See file dsdata.txt to determine how the superseded data were derived.
 OC0096
 OC0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ943292(NAD 83)
 OC0096_MARKER: DB = BENCH MARK DISK
 OC0096_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC0096_SP_SET: BUILDING FOUNDATION
 OC0096_STAMPING: S 162 1966
 OC0096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC0096
 OC0096  HISTORY     - Date     Condition        Report By
 OC0096  HISTORY     - 1966     MONUMENTED       CGS
 OC0096  HISTORY     - 1978     GOOD             DOD
 OC0096
 OC0096                          STATION DESCRIPTION
 OC0096
 OC0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OC0096'2.4 MI NE FROM SCARBOROUGH.
 OC0096'ABOUT 2.1 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE POST
 OC0096'OFFICE AT SCARBOROUGH, THENCE 0.25 MILE SOUTHEAST ALONG PLEASANT
 OC0096'HILL ROAD, AT THE PORT O MAINE AIRPORT, 375 FEET NORTHEAST OF
 OC0096'THE CENTER LINE OF PLEASANT HILL ROAD, ABOUT 0.9 FOOT ABOVE
 OC0096'THE LEVEL OF THE GROUND AND SET VERTICALLY IN THE SOUTHWEST
 OC0096'FACE OF THE SOUTH CORNER OF THE CONCRETE FOUNDATION OF THE MAIN
 OC0096'CONCRETE BLOCK HANGAR.
 OC0096
 OC0096                          STATION RECOVERY (1978)
 OC0096
 OC0096'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 OC0096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0049 ***********************************************************************
 OC0049  DESIGNATION -  S 163
 OC0049  PID         -  OC0049
 OC0049  STATE/COUNTY-  ME/CUMBERLAND
 OC0049  USGS QUAD   -  NORTH POWNAL (1979)
 OC0049
 OC0049                         *CURRENT SURVEY CONTROL
 OC0049  ___________________________________________________________________
 OC0049* NAD 83(1986)-  43 52 53.     (N)    070 13 52.     (W)     SCALED    
 OC0049* NAVD 88     -        40.875  (meters)     134.10   (feet)  ADJUSTED  
 OC0049  ___________________________________________________________________
 OC0049  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 OC0049  DYNAMIC HT  -          40.870 (meters)     134.09  (feet)  COMP
 OC0049  MODELED GRAV-     980,500.7   (mgal)                       NAVD 88
 OC0049
 OC0049  VERT ORDER  -  FIRST     CLASS I
 OC0049
 OC0049.The horizontal coordinates were scaled from a topographic map and have
 OC0049.an estimated accuracy of +/- 6 seconds.
 OC0049
 OC0049.The orthometric height was determined by differential leveling
 OC0049.and adjusted by the National Geodetic Survey in June 1991..
 OC0049
 OC0049.The geoid height was determined by GEOID03.
 OC0049
 OC0049.The dynamic height is computed by dividing the NAVD 88
 OC0049.geopotential number by the normal gravity value computed on the
 OC0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0049.degrees latitude (g = 980.6199 gals.).
 OC0049
 OC0049.The modeled gravity was interpolated from observed gravity values.
 OC0049
 OC0049;                    North         East    Units  Estimated Accuracy
 OC0049;SPC ME W     -   116,440.      894,820.      MT  (+/- 180 meters Scaled)
 OC0049
 OC0049                          SUPERSEDED SURVEY CONTROL
 OC0049
 OC0049  NGVD 29 (??/??/92)   41.070  (m)          134.74   (f) ADJ UNCH    1 1
 OC0049
 OC0049.Superseded values are not recommended for survey control.
 OC0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0049.See file dsdata.txt to determine how the superseded data were derived.
 OC0049
 OC0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ011594(NAD 83)
 OC0049_MARKER: DB = BENCH MARK DISK
 OC0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OC0049_STAMPING: S 163 1966
 OC0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC0049+STABILITY: SURFACE MOTION
 OC0049
 OC0049  HISTORY     - Date     Condition        Report By
 OC0049  HISTORY     - 1966     MONUMENTED       CGS
 OC0049  HISTORY     - 1978     GOOD             DOD
 OC0049
 OC0049                          STATION DESCRIPTION
 OC0049
 OC0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OC0049'1.8 MI N FROM DUNNS.
 OC0049'ABOUT 1.85 MILES NORTH ALONG THE CANADIAN NATIONAL RAILWAY
 OC0049'FROM THE CROSSING OF STATE HIGHWAY 9 AT DUNNS, 1.2 MILES SOUTH
 OC0049'OF THE POST OFFICE AT WEST POWNAL, NEAR THE CROSSING OF A
 OC0049'GRAVELED ROAD, 95 FEET NORTHEAST OF THE CENTER OF THE CROSSING,
 OC0049'80 1/2 FEET WEST OF AND ACROSS THE TRACK FROM THE 8TH TELEPHONE
 OC0049'POLE NORTH OF TELEPHONE POLE WITH MILEPOST 17 ATTACHED, 49
 OC0049'FEET NORTHWEST OF THE CENTER LINE OF THE GRAVELED ROAD, 33 FEET
 OC0049'NORTH OF POWER POLE 14, 37.0 FEET EAST OF THE EAST RAIL, 2.0
 OC0049'FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK
 OC0049'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
 OC0049
 OC0049                          STATION RECOVERY (1978)
 OC0049
 OC0049'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 OC0049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0102 ***********************************************************************
 PF0102  DESIGNATION -  S 164
 PF0102  PID         -  PF0102
 PF0102  STATE/COUNTY-  ME/ANDROSCOGGIN
 PF0102  USGS QUAD   -  LEWISTON (1979)
 PF0102
 PF0102                         *CURRENT SURVEY CONTROL
 PF0102  ___________________________________________________________________
 PF0102* NAD 83(1986)-  44 05 47.     (N)    070 13 18.     (W)     SCALED    
 PF0102* NAVD 88     -        43.663  (meters)     143.25   (feet)  ADJUSTED  
 PF0102  ___________________________________________________________________
 PF0102  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 PF0102  DYNAMIC HT  -          43.658 (meters)     143.23  (feet)  COMP
 PF0102  MODELED GRAV-     980,510.0   (mgal)                       NAVD 88
 PF0102
 PF0102  VERT ORDER  -  FIRST     CLASS I
 PF0102
 PF0102.The horizontal coordinates were scaled from a topographic map and have
 PF0102.an estimated accuracy of +/- 6 seconds.
 PF0102
 PF0102.The orthometric height was determined by differential leveling
 PF0102.and adjusted by the National Geodetic Survey in June 1991..
 PF0102
 PF0102.The geoid height was determined by GEOID03.
 PF0102
 PF0102.The dynamic height is computed by dividing the NAVD 88
 PF0102.geopotential number by the normal gravity value computed on the
 PF0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0102.degrees latitude (g = 980.6199 gals.).
 PF0102
 PF0102.The modeled gravity was interpolated from observed gravity values.
 PF0102
 PF0102;                    North         East    Units  Estimated Accuracy
 PF0102;SPC ME W     -   140,330.      895,600.      MT  (+/- 180 meters Scaled)
 PF0102
 PF0102                          SUPERSEDED SURVEY CONTROL
 PF0102
 PF0102  NGVD 29 (??/??/92)   43.851  (m)          143.87   (f) ADJ UNCH    1 1
 PF0102
 PF0102.Superseded values are not recommended for survey control.
 PF0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0102.See file dsdata.txt to determine how the superseded data were derived.
 PF0102
 PF0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ022833(NAD 83)
 PF0102_MARKER: DB = BENCH MARK DISK
 PF0102_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PF0102_SP_SET: ABUTMENT
 PF0102_STAMPING: S 164 1966
 PF0102_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0102
 PF0102  HISTORY     - Date     Condition        Report By
 PF0102  HISTORY     - 1966     MONUMENTED       CGS
 PF0102  HISTORY     - 1978     GOOD             DOD
 PF0102  HISTORY     - 20040507 MARK NOT FOUND   USPSQD
 PF0102
 PF0102                          STATION DESCRIPTION
 PF0102
 PF0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PF0102'AT LEWISTON.
 PF0102'AT LEWISTON, AT THE EAST END OF THE MAIN STREET BRIDGE OVER
 PF0102'THE ANDROSCOGGIN RIVER, IN THE TOP NEAR THE NORTH END OF THE
 PF0102'EAST CONCRETE ABUTMENT OF THE BRIDGE, 3.4 FEET SOUTH OF THE NORTH
 PF0102'END OF THE ABUTMENT, 18.8 FEET NORTH OF THE NORTH CURB OF MAIN
 PF0102'STREET, AND ABOUT LEVEL WITH THE SIDEWALK.
 PF0102
 PF0102                          STATION RECOVERY (1978)
 PF0102
 PF0102'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PF0102'RECOVERED IN GOOD CONDITION.
 PF0102
 PF0102                          STATION RECOVERY (2004)
 PF0102
 PF0102'RECOVERY NOTE BY US POWER SQUADRON 2004 (BRT)
 PF0102'NEWLY CONSTRUCTED CITY PARK OCCUPIES AREA OF BRIDGE WHERE BENCH MARK
 PF0102'SHOULD BE FOUND. APPEARS BUILT OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1141 ***********************************************************************
 PE1141  DESIGNATION -  S 165
 PE1141  PID         -  PE1141
 PE1141  STATE/COUNTY-  ME/KENNEBEC
 PE1141  USGS QUAD   -  BELGRADE (1980)
 PE1141
 PE1141                         *CURRENT SURVEY CONTROL
 PE1141  ___________________________________________________________________
 PE1141* NAD 83(1986)-  44 27 44.     (N)    069 49 12.     (W)     SCALED    
 PE1141* NAVD 88     -        77.315  (meters)     253.66   (feet)  ADJUSTED  
 PE1141  ___________________________________________________________________
 PE1141  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 PE1141  DYNAMIC HT  -          77.308 (meters)     253.63  (feet)  COMP
 PE1141  MODELED GRAV-     980,534.1   (mgal)                       NAVD 88
 PE1141
 PE1141  VERT ORDER  -  FIRST     CLASS I
 PE1141
 PE1141.The horizontal coordinates were scaled from a topographic map and have
 PE1141.an estimated accuracy of +/- 6 seconds.
 PE1141
 PE1141.The orthometric height was determined by differential leveling
 PE1141.and adjusted by the National Geodetic Survey in June 1991..
 PE1141
 PE1141.The geoid height was determined by GEOID03.
 PE1141
 PE1141.The dynamic height is computed by dividing the NAVD 88
 PE1141.geopotential number by the normal gravity value computed on the
 PE1141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1141.degrees latitude (g = 980.6199 gals.).
 PE1141
 PE1141.The modeled gravity was interpolated from observed gravity values.
 PE1141
 PE1141;                    North         East    Units  Estimated Accuracy
 PE1141;SPC ME W     -   181,030.      927,590.      MT  (+/- 180 meters Scaled)
 PE1141
 PE1141                          SUPERSEDED SURVEY CONTROL
 PE1141
 PE1141  NGVD 29 (??/??/92)   77.505  (m)          254.28   (f) ADJ UNCH    1 1
 PE1141
 PE1141.Superseded values are not recommended for survey control.
 PE1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1141.See file dsdata.txt to determine how the superseded data were derived.
 PE1141
 PE1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK347235(NAD 83)
 PE1141_MARKER: DB = BENCH MARK DISK
 PE1141_SETTING: 66 = SET IN ROCK OUTCROP
 PE1141_SP_SET: ROCK OUTCROP
 PE1141_STAMPING: S 165 1966
 PE1141_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1141+STABILITY: POSITION/ELEVATION WELL
 PE1141
 PE1141  HISTORY     - Date     Condition        Report By
 PE1141  HISTORY     - 1966     MONUMENTED       CGS
 PE1141  HISTORY     - 1978     MARK NOT FOUND   DOD
 PE1141
 PE1141                          STATION DESCRIPTION
 PE1141
 PE1141'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE1141'1.4 MI NE FROM BELGRADE.
 PE1141'ABOUT 1.4 MILES NORTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM
 PE1141'THE CROSSING OF STATE HIGHWAY 11 AT BELGRADE, ABOUT 0.5 MILE
 PE1141'NORTHEAST OF MILEPOST P 71/V183, IN THE TOP OF A SMALL ROCK
 PE1141'OUTCROP THAT THE EXPOSED PORTION IS ABOUT 4-BY-5-FOOT AND PART
 PE1141'OF A 30-YARD LONG BANK, 36.0 FEET NORTHWEST OF THE NORTHWEST
 PE1141'RAIL OF THE MAIN TRACK, 110 FEET NORTHEAST OF THE NORTHEAST END
 PE1141'OF THE NORTHWEST STONE HEAD WALL FOR A 12-FOOT BOX CULVERT UNDER
 PE1141'THE RAILROAD, 32 FEET NORTHEAST OF A TELEPHONE POLE, 6 FEET
 PE1141'SOUTHEAST OF A RIGHT-OF-WAY FENCE, AND ABOUT 6 FEET ABOVE THE
 PE1141'LEVEL OF THE TRACK.
 PE1141
 PE1141                          STATION RECOVERY (1978)
 PE1141
 PE1141'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PE1141'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0120 ***********************************************************************
 PF0120  DESIGNATION -  S 166
 PF0120  PID         -  PF0120
 PF0120  STATE/COUNTY-  ME/ANDROSCOGGIN
 PF0120  USGS QUAD   -  MONMOUTH (1979)
 PF0120
 PF0120                         *CURRENT SURVEY CONTROL
 PF0120  ___________________________________________________________________
 PF0120* NAD 83(1986)-  44 12 06.     (N)    070 05 56.     (W)     SCALED    
 PF0120* NAVD 88     -        85.830  (meters)     281.59   (feet)  ADJUSTED  
 PF0120  ___________________________________________________________________
 PF0120  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 PF0120  DYNAMIC HT  -          85.821 (meters)     281.56  (feet)  COMP
 PF0120  MODELED GRAV-     980,511.0   (mgal)                       NAVD 88
 PF0120  OBS GRAVITY -     980,516.7   (mgal)                       GRAV_OBS
 PF0120
 PF0120  VERT ORDER  -  FIRST     CLASS I
 PF0120
 PF0120.The horizontal coordinates were scaled from a topographic map and have
 PF0120.an estimated accuracy of +/- 6 seconds.
 PF0120
 PF0120.The orthometric height was determined by differential leveling
 PF0120.and adjusted by the National Geodetic Survey in June 1991..
 PF0120
 PF0120.The geoid height was determined by GEOID03.
 PF0120
 PF0120.The dynamic height is computed by dividing the NAVD 88
 PF0120.geopotential number by the normal gravity value computed on the
 PF0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0120.degrees latitude (g = 980.6199 gals.).
 PF0120
 PF0120.The modeled gravity was interpolated from observed gravity values.
 PF0120.The observed gravity was obtained from relative gravimeter ties
 PF0120.to the IGSN71 gravity network.
 PF0120
 PF0120;                    North         East    Units  Estimated Accuracy
 PF0120;SPC ME W     -   152,020.      905,420.      MT  (+/- 180 meters Scaled)
 PF0120
 PF0120                          SUPERSEDED SURVEY CONTROL
 PF0120
 PF0120  NGVD 29 (??/??/92)   86.013  (m)          282.19   (f) ADJ UNCH    1 1
 PF0120
 PF0120.Superseded values are not recommended for survey control.
 PF0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0120.See file dsdata.txt to determine how the superseded data were derived.
 PF0120
 PF0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ121948(NAD 83)
 PF0120_MARKER: DB = BENCH MARK DISK
 PF0120_SETTING: 80 = SET IN A BOULDER
 PF0120_SP_SET: BOULDER
 PF0120_STAMPING: S 166 1966
 PF0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0120+STABILITY: SURFACE MOTION
 PF0120
 PF0120  HISTORY     - Date     Condition        Report By
 PF0120  HISTORY     - 1966     MONUMENTED       CGS
 PF0120  HISTORY     - 1978     GOOD             DOD
 PF0120
 PF0120                          STATION DESCRIPTION
 PF0120
 PF0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PF0120'4.4 MI SW FROM MONMOUTH.
 PF0120'ABOUT 4.45 MILES SOUTHWEST ALONG THE MAINE CENTRAL RAILROAD
 PF0120'FROM THE CROSSING OF STATE HIGHWAY 132 AT MONMOUTH, ABOUT 0.4
 PF0120'MILE WEST OF MILEPOST P 47/V207, ABOUT 179 YARDS WEST OF THE
 PF0120'CROSSING OF A PRIVATE ROAD, 157 FEET NORTH OF AND ACROSS A ROAD
 PF0120'THAT PARALLELS THE TRACK FROM THE NORTH RAIL OF THE MAIN TRACK, IN
 PF0120'THE TOP OF A 4-BY-7-FOOT EMBEDDED BOULDER IN THE SOUTH SIDE OF
 PF0120'A MEADOW, 82 FEET NORTH OF THE CENTER LINE OF THE ROAD, 2 FEET
 PF0120'SOUTHWEST OF THE NORTHEAST EDGE OF THE ROCK, AND ABOUT LEVEL WITH
 PF0120'THE TRACK AND ROAD.
 PF0120
 PF0120                          STATION RECOVERY (1978)
 PF0120
 PF0120'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 PF0120'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0118 ***********************************************************************
 PD0118  DESIGNATION -  S 167
 PD0118  PID         -  PD0118
 PD0118  STATE/COUNTY-  ME/WASHINGTON
 PD0118  USGS QUAD   -  MACHIAS (1977)
 PD0118
 PD0118                         *CURRENT SURVEY CONTROL
 PD0118  ___________________________________________________________________
 PD0118* NAD 83(1986)-  44 42 53.     (N)    067 29 10.     (W)     SCALED    
 PD0118* NAVD 88     -        38.071  (meters)     124.90   (feet)  ADJUSTED  
 PD0118  ___________________________________________________________________
 PD0118  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 PD0118  DYNAMIC HT  -          38.070 (meters)     124.90  (feet)  COMP
 PD0118  MODELED GRAV-     980,586.3   (mgal)                       NAVD 88
 PD0118  OBS GRAVITY -     980,587.9   (mgal)                       GRAV_OBS
 PD0118
 PD0118  VERT ORDER  -  FIRST     CLASS I
 PD0118
 PD0118.The horizontal coordinates were scaled from a topographic map and have
 PD0118.an estimated accuracy of +/- 6 seconds.
 PD0118
 PD0118.The orthometric height was determined by differential leveling
 PD0118.and adjusted by the National Geodetic Survey in June 1991..
 PD0118
 PD0118.The geoid height was determined by GEOID03.
 PD0118
 PD0118.The dynamic height is computed by dividing the NAVD 88
 PD0118.geopotential number by the normal gravity value computed on the
 PD0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0118.degrees latitude (g = 980.6199 gals.).
 PD0118
 PD0118.The modeled gravity was interpolated from observed gravity values.
 PD0118.The observed gravity was obtained from relative gravimeter ties
 PD0118.to the IGSN71 gravity network.
 PD0118
 PD0118;                    North         East    Units  Estimated Accuracy
 PD0118;SPC ME E     -   116,940.      380,330.      MT  (+/- 180 meters Scaled)
 PD0118
 PD0118                          SUPERSEDED SURVEY CONTROL
 PD0118
 PD0118  NGVD 29 (??/??/92)   38.282  (m)          125.60   (f) ADJ UNCH    1 1
 PD0118
 PD0118.Superseded values are not recommended for survey control.
 PD0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0118.See file dsdata.txt to determine how the superseded data were derived.
 PD0118
 PD0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK199523(NAD 83)
 PD0118_MARKER: DB = BENCH MARK DISK
 PD0118_SETTING: 66 = SET IN ROCK OUTCROP
 PD0118_SP_SET: ROCK LEDGE
 PD0118_STAMPING: S 167 1966
 PD0118_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0118+STABILITY: POSITION/ELEVATION WELL
 PD0118
 PD0118  HISTORY     - Date     Condition        Report By
 PD0118  HISTORY     - 1966     MONUMENTED       CGS
 PD0118  HISTORY     - 1978     GOOD             DMA
 PD0118
 PD0118                          STATION DESCRIPTION
 PD0118
 PD0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PD0118'1.8 MI W FROM MACHIAS.
 PD0118'1.8 MILES WEST ALONG THE MAINE CENTRAL RAILROAD FROM THE STATION
 PD0118'AT MACHIAS, NEAR THE CROSSING OF U.S. HIGHWAY 1 A, 239 FEET
 PD0118'NORTHWEST OF THE CENTER OF THE CROSSING, 104 FEET SOUTHWEST OF
 PD0118'THE CENTER LINE OF THE HIGHWAY, 72.0 FEET NORTH OF THE NORTH
 PD0118'RAIL, ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK, AND SET IN THE
 PD0118'TOP OF A 2-BY-5-FOOT EXPOSED PORTION OF A ROCK LEDGE.
 PD0118
 PD0118                          STATION RECOVERY (1978)
 PD0118
 PD0118'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PD0118'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0334 ***********************************************************************
 PD0334  DESIGNATION -  S 168
 PD0334  PID         -  PD0334
 PD0334  STATE/COUNTY-  ME/WASHINGTON
 PD0334  USGS QUAD   -  HARRINGTON (1975)
 PD0334
 PD0334                         *CURRENT SURVEY CONTROL
 PD0334  ___________________________________________________________________
 PD0334* NAD 83(1986)-  44 36 17.     (N)    067 48 44.     (W)     SCALED    
 PD0334* NAVD 88     -        12.270  (meters)      40.26   (feet)  ADJUSTED  
 PD0334  ___________________________________________________________________
 PD0334  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 PD0334  DYNAMIC HT  -          12.269 (meters)      40.25  (feet)  COMP
 PD0334  MODELED GRAV-     980,588.7   (mgal)                       NAVD 88
 PD0334
 PD0334  VERT ORDER  -  SECOND    CLASS 0
 PD0334
 PD0334.The horizontal coordinates were scaled from a topographic map and have
 PD0334.an estimated accuracy of +/- 6 seconds.
 PD0334
 PD0334.The orthometric height was determined by differential leveling
 PD0334.and adjusted by the National Geodetic Survey in June 1991..
 PD0334
 PD0334.The geoid height was determined by GEOID03.
 PD0334
 PD0334.The dynamic height is computed by dividing the NAVD 88
 PD0334.geopotential number by the normal gravity value computed on the
 PD0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0334.degrees latitude (g = 980.6199 gals.).
 PD0334
 PD0334.The modeled gravity was interpolated from observed gravity values.
 PD0334
 PD0334;                    North         East    Units  Estimated Accuracy
 PD0334;SPC ME E     -   104,450.      354,600.      MT  (+/- 180 meters Scaled)
 PD0334
 PD0334                          SUPERSEDED SURVEY CONTROL
 PD0334
 PD0334  NGVD 29 (??/??/92)   12.475  (m)           40.93   (f) ADJ UNCH    2 0
 PD0334
 PD0334.Superseded values are not recommended for survey control.
 PD0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0334.See file dsdata.txt to determine how the superseded data were derived.
 PD0334
 PD0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK942397(NAD 83)
 PD0334_MARKER: DB = BENCH MARK DISK
 PD0334_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PD0334_SP_SET: 27.4 FEET
 PD0334_STAMPING: S 168 1966
 PD0334_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PD0334
 PD0334  HISTORY     - Date     Condition        Report By
 PD0334  HISTORY     - 1966     MONUMENTED       CGS
 PD0334
 PD0334                          STATION DESCRIPTION
 PD0334
 PD0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PD0334'1.2 MI SW FROM HARRINGTON.
 PD0334'1.15 MILES SOUTHWEST ALONG U.S. HIGHWAY 1A FROM ITS JUNCTION WITH
 PD0334'U.S. HIGHWAY 1 AT HARRINGTON, ABOUT 1.0 MILE SOUTHWEST OF THE
 PD0334'BRIDGE OVER THE HARRINGTON RIVER, NEAR THE JUNCTION OF A FIELD
 PD0334'ROAD LEADING SOUTHEAST, 29 FEET SOUTHEAST OF THE CENTER LINE OF
 PD0334'THE HIGHWAY, 22 FEET NORTHEAST OF THE CENTER LINE OF THE FIELD
 PD0334'ROAD, 11 1/2 FEET SOUTHEAST OF A POWER LINE BRACE POLE FOR POWER
 PD0334'POLE NO. 126, 1.5 FEET SOUTHWEST OF A METAL WITNESS POST, AND IS
 PD0334'A DISK ON THE TOP OF A COPPER COATED STEEL ROD PROJECTING 2
 PD0334'INCHES ABOVE THE LEVEL OF THE GROUND AND PROTECTED BY A 5 INCH
 PD0334'IRON PIPE WHICH PROJECTS 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 PD0334'THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 27.4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0507 ***********************************************************************
 PE0507  DESIGNATION -  S 169
 PE0507  PID         -  PE0507
 PE0507  STATE/COUNTY-  ME/PENOBSCOT
 PE0507  USGS QUAD   -  BANGOR (1991)
 PE0507
 PE0507                         *CURRENT SURVEY CONTROL
 PE0507  ___________________________________________________________________
 PE0507* NAD 83(1986)-  44 49 01.     (N)    068 45 07.     (W)     SCALED    
 PE0507* NAVD 88     -        37.581  (meters)     123.30   (feet)  ADJUSTED  
 PE0507  ___________________________________________________________________
 PE0507  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 PE0507  DYNAMIC HT  -          37.580 (meters)     123.29  (feet)  COMP
 PE0507  MODELED GRAV-     980,585.5   (mgal)                       NAVD 88
 PE0507
 PE0507  VERT ORDER  -  SECOND    CLASS 0
 PE0507
 PE0507.The horizontal coordinates were scaled from a topographic map and have
 PE0507.an estimated accuracy of +/- 6 seconds.
 PE0507
 PE0507.The orthometric height was determined by differential leveling
 PE0507.and adjusted by the National Geodetic Survey in June 1991..
 PE0507
 PE0507.The geoid height was determined by GEOID03.
 PE0507
 PE0507.The dynamic height is computed by dividing the NAVD 88
 PE0507.geopotential number by the normal gravity value computed on the
 PE0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0507.degrees latitude (g = 980.6199 gals.).
 PE0507
 PE0507.The modeled gravity was interpolated from observed gravity values.
 PE0507
 PE0507;                    North         East    Units  Estimated Accuracy
 PE0507;SPC ME E     -   127,830.      280,070.      MT  (+/- 180 meters Scaled)
 PE0507
 PE0507                          SUPERSEDED SURVEY CONTROL
 PE0507
 PE0507  NGVD 29 (??/??/92)   37.790  (m)          123.98   (f) ADJ UNCH    2 0
 PE0507
 PE0507.Superseded values are not recommended for survey control.
 PE0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0507.See file dsdata.txt to determine how the superseded data were derived.
 PE0507
 PE0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK196626(NAD 83)
 PE0507_MARKER: DB = BENCH MARK DISK
 PE0507_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE0507_SP_SET: BUILDING
 PE0507_STAMPING: S 169 1966
 PE0507_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0507_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PE0507+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2005
 PE0507
 PE0507  HISTORY     - Date     Condition        Report By
 PE0507  HISTORY     - 1966     MONUMENTED       CGS
 PE0507  HISTORY     - 1980     GOOD             USGS
 PE0507  HISTORY     - 1984     GOOD             USPSQD
 PE0507  HISTORY     - 1988     GOOD             USPSQD
 PE0507  HISTORY     - 1990     GOOD             USPSQD
 PE0507  HISTORY     - 20050510 GOOD             USPSQD
 PE0507
 PE0507                          STATION DESCRIPTION
 PE0507
 PE0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE0507'0.5 MI N FROM BANGOR.
 PE0507'AT BANGOR, ABOUT 0.4 MILE NORTH ALONG HOWARD STREET FROM THE
 PE0507'JUNCTION OF STATE STREET (U.S. HIGHWAY 2) AT BANGOR, THENCE
 PE0507'0.1 MILE EAST ALONG MOUNT HOPE AVENUE, SET VERTICALLY IN THE
 PE0507'NORTH BRICK WALL OF THE BUILDING FOR WLBZ TV STATION, 67 FEET
 PE0507'SOUTH OF THE CENTER LINE OF MOUNT HOPE AVENUE, 1.0 FOOT EAST OF
 PE0507'THE NORTHEAST CORNER OF THE BUILDING AND 2 FEET ABOVE THE LEVEL
 PE0507'OF THE GROUND.
 PE0507
 PE0507                          STATION RECOVERY (1980)
 PE0507
 PE0507'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 PE0507'RECOVERED IN GOOD CONDITION.
 PE0507
 PE0507                          STATION RECOVERY (1984)
 PE0507
 PE0507'RECOVERY NOTE BY US POWER SQUADRON 1984
 PE0507'RECOVERED IN GOOD CONDITION.
 PE0507
 PE0507                          STATION RECOVERY (1988)
 PE0507
 PE0507'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE0507'RECOVERED IN GOOD CONDITION.
 PE0507
 PE0507                          STATION RECOVERY (1990)
 PE0507
 PE0507'RECOVERY NOTE BY US POWER SQUADRON 1990 (ELG)
 PE0507'RECOVERED IN GOOD CONDITION.
 PE0507
 PE0507                          STATION RECOVERY (2005)
 PE0507
 PE0507'RECOVERY NOTE BY US POWER SQUADRON 2005 (BRE)
 PE0507'RECOVERED AS DESCRIBED. HIDDEN BY BUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0861 ***********************************************************************
 PE0861  DESIGNATION -  S 17
 PE0861  PID         -  PE0861
 PE0861  STATE/COUNTY-  ME/LINCOLN
 PE0861  USGS QUAD   -  WALDOBORO WEST (1988)
 PE0861
 PE0861                         *CURRENT SURVEY CONTROL
 PE0861  ___________________________________________________________________
 PE0861* NAD 83(1986)-  44 06 18.     (N)    069 28 15.     (W)     SCALED    
 PE0861* NAVD 88     -        22.125  (meters)      72.59   (feet)  ADJUSTED  
 PE0861  ___________________________________________________________________
 PE0861  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 PE0861  DYNAMIC HT  -          22.122 (meters)      72.58  (feet)  COMP
 PE0861  MODELED GRAV-     980,513.0   (mgal)                       NAVD 88
 PE0861
 PE0861  VERT ORDER  -  SECOND    CLASS 0
 PE0861
 PE0861.The horizontal coordinates were scaled from a topographic map and have
 PE0861.an estimated accuracy of +/- 6 seconds.
 PE0861
 PE0861.The orthometric height was determined by differential leveling
 PE0861.and adjusted by the National Geodetic Survey in June 1991..
 PE0861
 PE0861.The geoid height was determined by GEOID03.
 PE0861
 PE0861.The dynamic height is computed by dividing the NAVD 88
 PE0861.geopotential number by the normal gravity value computed on the
 PE0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0861.degrees latitude (g = 980.6199 gals.).
 PE0861
 PE0861.The modeled gravity was interpolated from observed gravity values.
 PE0861
 PE0861;                    North         East    Units  Estimated Accuracy
 PE0861;SPC ME W     -   141,520.      955,710.      MT  (+/- 180 meters Scaled)
 PE0861
 PE0861                          SUPERSEDED SURVEY CONTROL
 PE0861
 PE0861  NGVD 29 (??/??/92)   22.334  (m)           73.27   (f) ADJ UNCH    2 0
 PE0861
 PE0861.Superseded values are not recommended for survey control.
 PE0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0861.See file dsdata.txt to determine how the superseded data were derived.
 PE0861
 PE0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ623836(NAD 83)
 PE0861_MARKER: DB = BENCH MARK DISK
 PE0861_SETTING: 66 = SET IN ROCK OUTCROP
 PE0861_SP_SET: ROCK OUTCROP
 PE0861_STAMPING: 73.274 S 17 1933
 PE0861_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0861+STABILITY: POSITION/ELEVATION WELL
 PE0861
 PE0861  HISTORY     - Date     Condition        Report By
 PE0861  HISTORY     - 1933     MONUMENTED       CGS
 PE0861  HISTORY     - 1943     GOOD             NGS
 PE0861
 PE0861                          STATION DESCRIPTION
 PE0861
 PE0861'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PE0861'1.5 MI NE FROM NOBLEBORO STATION.
 PE0861'1.5 MILES NORTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM
 PE0861'NOBLEBORO STATION, LINCOLN COUNTY, 0.3 MILE EAST OF MILEPOST
 PE0861'P 62, 400 FEET EAST OF SIGNAL BR 62.3, 375 FEET EAST OF A
 PE0861'DIRT-ROAD CROSSING, 9.5 FEET SOUTH OF THE CENTERLINE OF THE
 PE0861'TRACK, IN THE TOP OF A ROCK OUTCROP, AND 2 FEET BELOW THE BASE
 PE0861'OF THE RAIL.  A STANDARD DISK, STAMPED 73.274 S 17 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0192 ***********************************************************************
 PE0192  DESIGNATION -  S 170
 PE0192  PID         -  PE0192
 PE0192  STATE/COUNTY-  ME/HANCOCK
 PE0192  USGS QUAD   -  HANCOCK (1981)
 PE0192
 PE0192                         *CURRENT SURVEY CONTROL
 PE0192  ___________________________________________________________________
 PE0192* NAD 83(1986)-  44 32 09.     (N)    068 16 33.     (W)     SCALED    
 PE0192* NAVD 88     -        26.111  (meters)      85.67   (feet)  ADJUSTED  
 PE0192  ___________________________________________________________________
 PE0192  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 PE0192  DYNAMIC HT  -          26.110 (meters)      85.66  (feet)  COMP
 PE0192  MODELED GRAV-     980,571.7   (mgal)                       NAVD 88
 PE0192
 PE0192  VERT ORDER  -  SECOND    CLASS 0
 PE0192
 PE0192.The horizontal coordinates were scaled from a topographic map and have
 PE0192.an estimated accuracy of +/- 6 seconds.
 PE0192
 PE0192.The orthometric height was determined by differential leveling
 PE0192.and adjusted by the National Geodetic Survey in June 1991..
 PE0192
 PE0192.The geoid height was determined by GEOID03.
 PE0192
 PE0192.The dynamic height is computed by dividing the NAVD 88
 PE0192.geopotential number by the normal gravity value computed on the
 PE0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0192.degrees latitude (g = 980.6199 gals.).
 PE0192
 PE0192.The modeled gravity was interpolated from observed gravity values.
 PE0192
 PE0192;                    North         East    Units  Estimated Accuracy
 PE0192;SPC ME E     -    96,590.      317,820.      MT  (+/- 180 meters Scaled)
 PE0192
 PE0192                          SUPERSEDED SURVEY CONTROL
 PE0192
 PE0192  NGVD 29 (??/??/92)   26.310  (m)           86.32   (f) ADJ UNCH    2 0
 PE0192
 PE0192.Superseded values are not recommended for survey control.
 PE0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0192.See file dsdata.txt to determine how the superseded data were derived.
 PE0192
 PE0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK575316(NAD 83)
 PE0192_MARKER: DB = BENCH MARK DISK
 PE0192_SETTING: 66 = SET IN ROCK OUTCROP
 PE0192_SP_SET: ROCK CUT
 PE0192_STAMPING: S 170 1966
 PE0192_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0192+STABILITY: POSITION/ELEVATION WELL
 PE0192
 PE0192  HISTORY     - Date     Condition        Report By
 PE0192  HISTORY     - 1966     MONUMENTED       CGS
 PE0192
 PE0192                          STATION DESCRIPTION
 PE0192
 PE0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PE0192'0.8 MI NW FROM HANCOCK.
 PE0192'ABOUT 0.85 MILE NORTHWEST ALONG U.S. HIGHWAY 1 FROM THE UNION
 PE0192'CONGREGATIONAL CHURCH AT HANCOCK, ON THE SOUTHEAST SLOPE OF A
 PE0192'LONG HILL, AT A POINT WHERE THE HIGHWAY WAS CUT THRU A ROCK
 PE0192'RIDGE, SET ON THE TOP OF A ROCK CUT WHICH IS ABOUT 50 FEET LONG
 PE0192'AND 6 FEET HIGH AT THE HIGHEST POINT, 49 FEET SOUTHWEST OF THE
 PE0192'CENTER LINE OF THE HIGHWAY, 13 FEET SOUTHWEST OF THE NORTHEAST
 PE0192'FACE OF THE CUT AND 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0736 ***********************************************************************
 PF0736  DESIGNATION -  S 171
 PF0736  PID         -  PF0736
 PF0736  STATE/COUNTY-  ME/OXFORD
 PF0736  USGS QUAD   -  OXFORD (1980)
 PF0736
 PF0736                         *CURRENT SURVEY CONTROL
 PF0736  ___________________________________________________________________
 PF0736* NAD 83(1986)-  44 08 36.     (N)    070 28 31.     (W)     SCALED    
 PF0736* NAVD 88     -       105.570  (meters)     346.36   (feet)  ADJUSTED  
 PF0736  ___________________________________________________________________
 PF0736  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 PF0736  DYNAMIC HT  -         105.556 (meters)     346.31  (feet)  COMP
 PF0736  MODELED GRAV-     980,485.9   (mgal)                       NAVD 88
 PF0736
 PF0736  VERT ORDER  -  FIRST     CLASS II
 PF0736
 PF0736.The horizontal coordinates were scaled from a topographic map and have
 PF0736.an estimated accuracy of +/- 6 seconds.
 PF0736
 PF0736.The orthometric height was determined by differential leveling
 PF0736.and adjusted by the National Geodetic Survey in June 1991..
 PF0736
 PF0736.The geoid height was determined by GEOID03.
 PF0736
 PF0736.The dynamic height is computed by dividing the NAVD 88
 PF0736.geopotential number by the normal gravity value computed on the
 PF0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0736.degrees latitude (g = 980.6199 gals.).
 PF0736
 PF0736.The modeled gravity was interpolated from observed gravity values.
 PF0736
 PF0736;                    North         East    Units  Estimated Accuracy
 PF0736;SPC ME W     -   145,590.      875,310.      MT  (+/- 180 meters Scaled)
 PF0736
 PF0736                          SUPERSEDED SURVEY CONTROL
 PF0736
 PF0736.No superseded survey control is available for this station.
 PF0736
 PF0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ820888(NAD 83)
 PF0736_MARKER: DB = BENCH MARK DISK
 PF0736_SETTING: 66 = SET IN ROCK OUTCROP
 PF0736_SP_SET: ROCK LEDGE
 PF0736_STAMPING: S 171 1978
 PF0736_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PF0736+STABILITY: POSITION/ELEVATION WELL
 PF0736
 PF0736  HISTORY     - Date     Condition        Report By
 PF0736  HISTORY     - 1978     MONUMENTED       NGS
 PF0736
 PF0736                          STATION DESCRIPTION
 PF0736
 PF0736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PF0736'0.85 MI NW FROM WELCHVILLE.
 PF0736'0.85 MI. NORTHWEST ALONG STATE HIGHWAY 26 FROM THE JUNCTION OF STATE
 PF0736'HIGHWAY 121 AT WELCHVILLE, 0.1 MI. SOUTHEAST OF THE JUNCTION OF OLD
 PF0736'ROAD NUMBER 6 LEADING TO OXFORD COUNTY REGIONAL AIRPORT, 270 FT. EAST
 PF0736'OF AND ACROSS THE HIGHWAY FROM THE EAST CORNER OF A RED SHINGLED TWIN
 PF0736'BAY SERVICE STATION GARAGE, 64.6 FT. NORTHEAST OF THE CENTER LINE OF
 PF0736'THE HIGHWAY, 46.3 FT. NORTHEAST OF A HIGHWAY CROSS ROAD SIGN, IN THE
 PF0736'TOP OF A 4-FOOT ROCK LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0774 ***********************************************************************
 PF0774  DESIGNATION -  S 172
 PF0774  PID         -  PF0774
 PF0774  STATE/COUNTY-  ME/OXFORD
 PF0774  USGS QUAD   -  BRYANT POND (1989)
 PF0774
 PF0774                         *CURRENT SURVEY CONTROL
 PF0774  ___________________________________________________________________
 PF0774* NAD 83(1986)-  44 23 55.     (N)    070 41 04.     (W)     SCALED    
 PF0774* NAVD 88     -       221.482  (meters)     726.65   (feet)  ADJUSTED  
 PF0774  ___________________________________________________________________
 PF0774  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 PF0774  DYNAMIC HT  -         221.454 (meters)     726.55  (feet)  COMP
 PF0774  MODELED GRAV-     980,487.7   (mgal)                       NAVD 88
 PF0774  OBS GRAVITY -     980,482.6   (mgal)                       GRAV_OBS
 PF0774
 PF0774  VERT ORDER  -  FIRST     CLASS II
 PF0774
 PF0774.The horizontal coordinates were scaled from a topographic map and have
 PF0774.an estimated accuracy of +/- 6 seconds.
 PF0774
 PF0774.The orthometric height was determined by differential leveling
 PF0774.and adjusted by the National Geodetic Survey in June 1991..
 PF0774
 PF0774.The geoid height was determined by GEOID03.
 PF0774
 PF0774.The dynamic height is computed by dividing the NAVD 88
 PF0774.geopotential number by the normal gravity value computed on the
 PF0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0774.degrees latitude (g = 980.6199 gals.).
 PF0774
 PF0774.The modeled gravity was interpolated from observed gravity values.
 PF0774.The observed gravity was obtained from relative gravimeter ties
 PF0774.to the IGSN71 gravity network.
 PF0774
 PF0774;                    North         East    Units  Estimated Accuracy
 PF0774;SPC ME W     -   174,030.      858,750.      MT  (+/- 180 meters Scaled)
 PF0774
 PF0774                          SUPERSEDED SURVEY CONTROL
 PF0774
 PF0774.No superseded survey control is available for this station.
 PF0774
 PF0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK658175(NAD 83)
 PF0774_MARKER: DB = BENCH MARK DISK
 PF0774_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PF0774_SP_SET: STAINLESS STEEL ROD
 PF0774_STAMPING: S 172 1978
 PF0774_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0774
 PF0774  HISTORY     - Date     Condition        Report By
 PF0774  HISTORY     - 1978     MONUMENTED       NGS
 PF0774  HISTORY     - 1982     GOOD             NGS
 PF0774
 PF0774                          STATION DESCRIPTION
 PF0774
 PF0774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PF0774'1.0 MI SE FROM LOCKE MILLS.
 PF0774'1.0 MILE SOUTHEAST ALONG STATE HIGHWAY 26 FROM THE POST OFFICE AT
 PF0774'LOCKE MILLS, AT A TRIANGLE SHAPED GRASS ISLAND FORMED BY THE JUNCTION
 PF0774'OF A PAVED ROAD LEADING NORTHWEST TO NORTH POND, 42 FT. NORTH OF THE
 PF0774'CENTER LINE OF THE HIGHWAY, 48.1 FT. SOUTHWEST OF THE CENTER LINE OF
 PF0774'THE ROAD, 58 FT. EAST OF A 36-INCH PINE TREE, 35.7 FT. SOUTHWEST OF
 PF0774'POWER POLE 12.1-12.2, 1.5 FT. WEST OF LIGHT POLE 12.1.1, THE DISK IS
 PF0774'2 INCHES BELOW THE SURFACE OF THE GROUND, ACCESS TO WHICH IS HAD
 PF0774'THROUGH A 4-INCH PLASTIC SCREW PLUG.
 PF0774
 PF0774                          STATION RECOVERY (1982)
 PF0774
 PF0774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 PF0774'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0078 ***********************************************************************
 SF0078  DESIGNATION -  S 173
 SF0078  PID         -  SF0078
 SF0078  STATE/COUNTY-  ME/AROOSTOOK
 SF0078  USGS QUAD   -  FORT KENT SOUTH (1985)
 SF0078
 SF0078                         *CURRENT SURVEY CONTROL
 SF0078  ___________________________________________________________________
 SF0078* NAD 83(1986)-  47 10 47.     (N)    068 36 15.     (W)     SCALED    
 SF0078* NAVD 88     -       249.312  (meters)     817.95   (feet)  ADJUSTED  
 SF0078  ___________________________________________________________________
 SF0078  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 SF0078  DYNAMIC HT  -         249.346 (meters)     818.06  (feet)  COMP
 SF0078  MODELED GRAV-     980,743.1   (mgal)                       NAVD 88
 SF0078
 SF0078  VERT ORDER  -  FIRST     CLASS II
 SF0078
 SF0078.The horizontal coordinates were scaled from a topographic map and have
 SF0078.an estimated accuracy of +/- 6 seconds.
 SF0078
 SF0078.The orthometric height was determined by differential leveling
 SF0078.and adjusted by the National Geodetic Survey in June 1991..
 SF0078
 SF0078.The geoid height was determined by GEOID03.
 SF0078
 SF0078.The dynamic height is computed by dividing the NAVD 88
 SF0078.geopotential number by the normal gravity value computed on the
 SF0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0078.degrees latitude (g = 980.6199 gals.).
 SF0078
 SF0078.The modeled gravity was interpolated from observed gravity values.
 SF0078
 SF0078;                    North         East    Units  Estimated Accuracy
 SF0078;SPC ME E     -   390,410.      292,110.      MT  (+/- 180 meters Scaled)
 SF0078
 SF0078                          SUPERSEDED SURVEY CONTROL
 SF0078
 SF0078.No superseded survey control is available for this station.
 SF0078
 SF0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN299252(NAD 83)
 SF0078_MARKER: DB = BENCH MARK DISK
 SF0078_SETTING: 66 = SET IN ROCK OUTCROP
 SF0078_SP_SET: ROCK OUTCROP
 SF0078_STAMPING: S 173 1978
 SF0078_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SF0078+STABILITY: POSITION/ELEVATION WELL
 SF0078
 SF0078  HISTORY     - Date     Condition        Report By
 SF0078  HISTORY     - 1978     MONUMENTED       NGS
 SF0078
 SF0078                          STATION DESCRIPTION
 SF0078
 SF0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 SF0078'5.6 MI SOUTH FROM FORT KENT.
 SF0078'5.6 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE JUNCTION OF U.S.
 SF0078'HIGHWAY 1, ON THE INSIDE OF A CURVE, 23.5 FT. EAST OF THE CENTER LINE
 SF0078'OF THE HIGHWAY, 66.4 FT. NORTHEAST AND ACROSS THE HIGHWAY FROM POWER
 SF0078'POLE 187, 77.7 FT. SOUTHWEST OF A POWER POLE WITH A GUY POLE, IN THE
 SF0078'TOP OF A SHALE OUTCROP, 3.0 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1565 ***********************************************************************
 PE1565  DESIGNATION -  S 175
 PE1565  PID         -  PE1565
 PE1565  STATE/COUNTY-  ME/PENOBSCOT
 PE1565  USGS QUAD   -  PUSHAW LAKE (1977)
 PE1565
 PE1565                         *CURRENT SURVEY CONTROL
 PE1565  ___________________________________________________________________
 PE1565* NAD 83(1986)-  44 57 08.     (N)    068 51 12.     (W)     SCALED    
 PE1565* NAVD 88     -        40.003  (meters)     131.24   (feet)  ADJUSTED  
 PE1565  ___________________________________________________________________
 PE1565  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 PE1565  DYNAMIC HT  -          40.002 (meters)     131.24  (feet)  COMP
 PE1565  MODELED GRAV-     980,596.8   (mgal)                       NAVD 88
 PE1565
 PE1565  VERT ORDER  -  FIRST     CLASS II
 PE1565
 PE1565.The horizontal coordinates were scaled from a topographic map and have
 PE1565.an estimated accuracy of +/- 6 seconds.
 PE1565
 PE1565.The orthometric height was determined by differential leveling
 PE1565.and adjusted by the National Geodetic Survey in June 1991..
 PE1565
 PE1565.The geoid height was determined by GEOID03.
 PE1565
 PE1565.The dynamic height is computed by dividing the NAVD 88
 PE1565.geopotential number by the normal gravity value computed on the
 PE1565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1565.degrees latitude (g = 980.6199 gals.).
 PE1565
 PE1565.The modeled gravity was interpolated from observed gravity values.
 PE1565
 PE1565;                    North         East    Units  Estimated Accuracy
 PE1565;SPC ME E     -   142,900.      272,120.      MT  (+/- 180 meters Scaled)
 PE1565
 PE1565                          SUPERSEDED SURVEY CONTROL
 PE1565
 PE1565.No superseded survey control is available for this station.
 PE1565
 PE1565_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK115776(NAD 83)
 PE1565_MARKER: DB = BENCH MARK DISK
 PE1565_SETTING: 66 = SET IN ROCK OUTCROP
 PE1565_SP_SET: OUTCROP
 PE1565_STAMPING: S 175 1978
 PE1565_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE1565+STABILITY: POSITION/ELEVATION WELL
 PE1565
 PE1565  HISTORY     - Date     Condition        Report By
 PE1565  HISTORY     - 1978     MONUMENTED       NGS
 PE1565  HISTORY     - 1980     GOOD             USGS
 PE1565
 PE1565                          STATION DESCRIPTION
 PE1565
 PE1565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PE1565'3.6 MI SOUTH FROM HUDSON.
 PE1565'3.6 MILES SOUTH ALONG STATE HIGHWAY 221 FROM ITS JUNCTION WITH STATE
 PE1565'HIGHWAY 43 AT HUDSON, 40 FT. WEST OF THE CENTER LINE OF STATE HIGHWAY
 PE1565'221, 48 FT. SOUTHEAST OF THE SOUTHEAST RAILROAD TRACK, 28 FT.
 PE1565'NORTHWEST OF TELEPHONE POLE 70 164 WITH ONE GUY WIRE.
 PE1565
 PE1565                          STATION RECOVERY (1980)
 PE1565
 PE1565'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 PE1565'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1114 ***********************************************************************
 QG1114  DESIGNATION -  S 176
 QG1114  PID         -  QG1114
 QG1114  STATE/COUNTY-  ME/PENOBSCOT
 QG1114  USGS QUAD   -  LAGRANGE (1983)
 QG1114
 QG1114                         *CURRENT SURVEY CONTROL
 QG1114  ___________________________________________________________________
 QG1114* NAD 83(1986)-  45 09 41.     (N)    068 51 06.     (W)     SCALED    
 QG1114* NAVD 88     -        73.836  (meters)     242.24   (feet)  ADJUSTED  
 QG1114  ___________________________________________________________________
 QG1114  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 QG1114  DYNAMIC HT  -          73.835 (meters)     242.24  (feet)  COMP
 QG1114  MODELED GRAV-     980,604.3   (mgal)                       NAVD 88
 QG1114
 QG1114  VERT ORDER  -  FIRST     CLASS II
 QG1114
 QG1114.The horizontal coordinates were scaled from a topographic map and have
 QG1114.an estimated accuracy of +/- 6 seconds.
 QG1114
 QG1114.The orthometric height was determined by differential leveling
 QG1114.and adjusted by the National Geodetic Survey in June 1991..
 QG1114
 QG1114.The geoid height was determined by GEOID03.
 QG1114
 QG1114.The dynamic height is computed by dividing the NAVD 88
 QG1114.geopotential number by the normal gravity value computed on the
 QG1114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1114.degrees latitude (g = 980.6199 gals.).
 QG1114
 QG1114.The modeled gravity was interpolated from observed gravity values.
 QG1114
 QG1114;                    North         East    Units  Estimated Accuracy
 QG1114;SPC ME E     -   166,140.      272,350.      MT  (+/- 180 meters Scaled)
 QG1114
 QG1114                          SUPERSEDED SURVEY CONTROL
 QG1114
 QG1114.No superseded survey control is available for this station.
 QG1114
 QG1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL116008(NAD 83)
 QG1114_MARKER: DB = BENCH MARK DISK
 QG1114_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QG1114_SP_SET: STAINLESS STEEL ROD
 QG1114_STAMPING: S 176 1978
 QG1114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG1114
 QG1114  HISTORY     - Date     Condition        Report By
 QG1114  HISTORY     - 1978     MONUMENTED       NGS
 QG1114
 QG1114                          STATION DESCRIPTION
 QG1114
 QG1114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1114'0.45 MI SW FROM LAGRANGE.
 QG1114'0.45 MILES SOUTHWEST ALONG STATE HIGHWAY 155 FROM ITS JUNCTION WITH
 QG1114'STATE HIGHWAY 16, 20.0 FT. SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 QG1114'31.0 FT. SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAINE CENTRAL
 QG1114'RAILROAD, 3.2 FT. NORTHEAST OF POWER POLE 46 20, 2.9 FT. SOUTHWEST
 QG1114'OF THE SOUTH CORNER OF THE CONCRETE FOUNDATION OF A RAILROAD SEMPHORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0986 ***********************************************************************
 QG0986  DESIGNATION -  S 177
 QG0986  PID         -  QG0986
 QG0986  STATE/COUNTY-  ME/PISCATAQUIS
 QG0986  USGS QUAD   -  DOVER FOXCROFT (1983)
 QG0986
 QG0986                         *CURRENT SURVEY CONTROL
 QG0986  ___________________________________________________________________
 QG0986* NAD 83(1986)-  45 10 35.     (N)    069 12 35.     (W)     SCALED    
 QG0986* NAVD 88     -       124.974  (meters)     410.02   (feet)  ADJUSTED  
 QG0986  ___________________________________________________________________
 QG0986  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 QG0986  DYNAMIC HT  -         124.971 (meters)     410.01  (feet)  COMP
 QG0986  MODELED GRAV-     980,592.7   (mgal)                       NAVD 88
 QG0986
 QG0986  VERT ORDER  -  FIRST     CLASS II
 QG0986
 QG0986.The horizontal coordinates were scaled from a topographic map and have
 QG0986.an estimated accuracy of +/- 6 seconds.
 QG0986
 QG0986.The orthometric height was determined by differential leveling
 QG0986.and adjusted by the National Geodetic Survey in June 1991..
 QG0986
 QG0986.The geoid height was determined by GEOID03.
 QG0986
 QG0986.The dynamic height is computed by dividing the NAVD 88
 QG0986.geopotential number by the normal gravity value computed on the
 QG0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0986.degrees latitude (g = 980.6199 gals.).
 QG0986
 QG0986.The modeled gravity was interpolated from observed gravity values.
 QG0986
 QG0986;                    North         East    Units  Estimated Accuracy
 QG0986;SPC ME E     -   167,990.      244,220.      MT  (+/- 180 meters Scaled)
 QG0986
 QG0986                          SUPERSEDED SURVEY CONTROL
 QG0986
 QG0986.No superseded survey control is available for this station.
 QG0986
 QG0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL835025(NAD 83)
 QG0986_MARKER: DB = BENCH MARK DISK
 QG0986_SETTING: 66 = SET IN ROCK OUTCROP
 QG0986_SP_SET: ROCK OUTCROP
 QG0986_STAMPING: S 177 1978
 QG0986_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0986+STABILITY: POSITION/ELEVATION WELL
 QG0986
 QG0986  HISTORY     - Date     Condition        Report By
 QG0986  HISTORY     - 1978     MONUMENTED       NGS
 QG0986
 QG0986                          STATION DESCRIPTION
 QG0986
 QG0986'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG0986'1.2 MI SE FROM DOVER FOXCROFT.
 QG0986'1.2 MILES SOUTHEAST ALONG STATE HIGHWAY 15 FROM ITS JUNCTION WITH
 QG0986'STATE HIGHWAY 6,24.0 FT. SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY
 QG0986'33O.0 FT. NORTHWEST OF THE CENTER LINE OF A DRIVEWAY LEADING WEST
 QG0986'TO A TWO STORY WOOD FRAME HOUSE OWNED BY M.PRATT, 30.6 FT. SOUTHEAST
 QG0986'OF POWER POLE 309 41 WITH ONE TRANSFORMER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1016 ***********************************************************************
 QG1016  DESIGNATION -  S 178
 QG1016  PID         -  QG1016
 QG1016  STATE/COUNTY-  ME/PISCATAQUIS
 QG1016  USGS QUAD   -  MONSON EAST (1988)
 QG1016
 QG1016                         *CURRENT SURVEY CONTROL
 QG1016  ___________________________________________________________________
 QG1016* NAD 83(1986)-  45 16 03.     (N)    069 29 50.     (W)     SCALED    
 QG1016* NAVD 88     -       270.352  (meters)     886.98   (feet)  ADJUSTED  
 QG1016  ___________________________________________________________________
 QG1016  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 QG1016  DYNAMIC HT  -         270.341 (meters)     886.94  (feet)  COMP
 QG1016  MODELED GRAV-     980,569.7   (mgal)                       NAVD 88
 QG1016
 QG1016  VERT ORDER  -  FIRST     CLASS II
 QG1016
 QG1016.The horizontal coordinates were scaled from a topographic map and have
 QG1016.an estimated accuracy of +/- 6 seconds.
 QG1016
 QG1016.The orthometric height was determined by differential leveling
 QG1016.and adjusted by the National Geodetic Survey in June 1991..
 QG1016
 QG1016.The geoid height was determined by GEOID03.
 QG1016
 QG1016.The dynamic height is computed by dividing the NAVD 88
 QG1016.geopotential number by the normal gravity value computed on the
 QG1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1016.degrees latitude (g = 980.6199 gals.).
 QG1016
 QG1016.The modeled gravity was interpolated from observed gravity values.
 QG1016
 QG1016;                    North         East    Units  Estimated Accuracy
 QG1016;SPC ME E     -   178,350.      221,750.      MT  (+/- 180 meters Scaled)
 QG1016
 QG1016                          SUPERSEDED SURVEY CONTROL
 QG1016
 QG1016.No superseded survey control is available for this station.
 QG1016
 QG1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL609127(NAD 83)
 QG1016_MARKER: DB = BENCH MARK DISK
 QG1016_SETTING: 66 = SET IN ROCK OUTCROP
 QG1016_SP_SET: ROCK OUTCROP
 QG1016_STAMPING: S 178 1978
 QG1016_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG1016+STABILITY: POSITION/ELEVATION WELL
 QG1016
 QG1016  HISTORY     - Date     Condition        Report By
 QG1016  HISTORY     - 1978     MONUMENTED       NGS
 QG1016
 QG1016                          STATION DESCRIPTION
 QG1016
 QG1016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1016'1.3 MI SOUTH FROM MONSON.
 QG1016'1.31 MILES SOUTH ALONG STATE HIGHWAY 6 FROM THE POST OFFICE AT
 QG1016'MONSON, 70 FT. EAST OF THE CENTER LINE OF THE HIGHWAY, 71.2 FT.
 QG1016'WEST OF THE SOUTHWEST CORNER OF A TWO STORY WOOD FRAME HOUSE OWNED
 QG1016'BY S. VAINIO, 71.0 FT. SOUTHEAST OF POWER POLE 232 695 J 22, WITH
 QG1016'ONE TRANSFORMER, 12.8 FT. NORTH OF THE CENTER LINE OF THE GRAVEL
 QG1016'DRIVEWAY LEADING EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1042 ***********************************************************************
 QG1042  DESIGNATION -  S 179
 QG1042  PID         -  QG1042
 QG1042  STATE/COUNTY-  ME/PISCATAQUIS
 QG1042  USGS QUAD   -  GREENVILLE (1989)
 QG1042
 QG1042                         *CURRENT SURVEY CONTROL
 QG1042  ___________________________________________________________________
 QG1042* NAD 83(1986)-  45 27 08.     (N)    069 35 31.     (W)     SCALED    
 QG1042* NAVD 88     -       344.560  (meters)    1130.44   (feet)  ADJUSTED  
 QG1042  ___________________________________________________________________
 QG1042  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 QG1042  DYNAMIC HT  -         344.549 (meters)    1130.41  (feet)  COMP
 QG1042  MODELED GRAV-     980,572.7   (mgal)                       NAVD 88
 QG1042
 QG1042  VERT ORDER  -  FIRST     CLASS II
 QG1042
 QG1042.The horizontal coordinates were scaled from a topographic map and have
 QG1042.an estimated accuracy of +/- 6 seconds.
 QG1042
 QG1042.The orthometric height was determined by differential leveling
 QG1042.and adjusted by the National Geodetic Survey in June 1991..
 QG1042
 QG1042.The geoid height was determined by GEOID03.
 QG1042
 QG1042.The dynamic height is computed by dividing the NAVD 88
 QG1042.geopotential number by the normal gravity value computed on the
 QG1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1042.degrees latitude (g = 980.6199 gals.).
 QG1042
 QG1042.The modeled gravity was interpolated from observed gravity values.
 QG1042
 QG1042;                    North         East    Units  Estimated Accuracy
 QG1042;SPC ME E     -   198,980.      214,590.      MT  (+/- 180 meters Scaled)
 QG1042
 QG1042                          SUPERSEDED SURVEY CONTROL
 QG1042
 QG1042.No superseded survey control is available for this station.
 QG1042
 QG1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL537333(NAD 83)
 QG1042_MARKER: DB = BENCH MARK DISK
 QG1042_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QG1042_SP_SET: CONCRETE ABUTMENT
 QG1042_STAMPING: S 179
 QG1042_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG1042
 QG1042  HISTORY     - Date     Condition        Report By
 QG1042  HISTORY     - 1978     MONUMENTED       NGS
 QG1042
 QG1042                          STATION DESCRIPTION
 QG1042
 QG1042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1042'0.45 MI SOUTH FROM GREENVILLE.
 QG1042'0.45 MILES SOUTH ALONG STATE HIGHWAY 6 FROM THE GREENVILLE TOWN HALL,
 QG1042'17.3 FT. WEST OF THE CENTER LINE OF THE HIGHWAY, 4.0 FT. EAST OF
 QG1042'THE WEST END  OF THE SOUTH ABUTMENT OF THE BRIDGE OVER THE MAINE
 QG1042'CENTRAL RAILROAD, 1.8 FT. WEST OF THE WEST GUARD RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0901 ***********************************************************************
 PE0901  TIDAL BM    -  This is a Tidal Bench Mark.
 PE0901  DESIGNATION -  S 18
 PE0901  PID         -  PE0901
 PE0901  STATE/COUNTY-  ME/WALDO
 PE0901  USGS QUAD   -  BELFAST (1979)
 PE0901
 PE0901                         *CURRENT SURVEY CONTROL
 PE0901  ___________________________________________________________________
 PE0901* NAD 83(1986)-  44 25 31.     (N)    069 00 28.     (W)     SCALED    
 PE0901* NAVD 88     -        34.366  (meters)     112.75   (feet)  ADJUSTED  
 PE0901  ___________________________________________________________________
 PE0901  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 PE0901  DYNAMIC HT  -          34.363 (meters)     112.74  (feet)  COMP
 PE0901  MODELED GRAV-     980,542.3   (mgal)                       NAVD 88
 PE0901
 PE0901  VERT ORDER  -  SECOND    CLASS 0
 PE0901
 PE0901.The horizontal coordinates were scaled from a topographic map and have
 PE0901.an estimated accuracy of +/- 6 seconds.
 PE0901
 PE0901.The orthometric height was determined by differential leveling
 PE0901.and adjusted by the National Geodetic Survey in June 1991..
 PE0901
 PE0901.This Tidal Bench Mark is designated as VM 1869
 PE0901.by the Center for Operational Oceanographic Products and Services.
 PE0901
 PE0901.The geoid height was determined by GEOID03.
 PE0901
 PE0901.The dynamic height is computed by dividing the NAVD 88
 PE0901.geopotential number by the normal gravity value computed on the
 PE0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0901.degrees latitude (g = 980.6199 gals.).
 PE0901
 PE0901.The modeled gravity was interpolated from observed gravity values.
 PE0901
 PE0901;                    North         East    Units  Estimated Accuracy
 PE0901;SPC ME E     -    84,410.      259,570.      MT  (+/- 180 meters Scaled)
 PE0901
 PE0901                          SUPERSEDED SURVEY CONTROL
 PE0901
 PE0901  NGVD 29 (??/??/92)   34.597  (m)          113.51   (f) ADJ UNCH    2 0
 PE0901
 PE0901.Superseded values are not recommended for survey control.
 PE0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0901.See file dsdata.txt to determine how the superseded data were derived.
 PE0901
 PE0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK993191(NAD 83)
 PE0901_MARKER: DB = BENCH MARK DISK
 PE0901_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE0901_SP_SET: BUILDING
 PE0901_STAMPING: 113.507 S 18 1933
 PE0901_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE0901_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PE0901+SATELLITE: SATELLITE OBSERVATIONS - September 10, 1999
 PE0901
 PE0901  HISTORY     - Date     Condition        Report By
 PE0901  HISTORY     - 1933     MONUMENTED       CGS
 PE0901  HISTORY     - 1962     GOOD             NGS
 PE0901  HISTORY     - 19990910 GOOD             NGS
 PE0901  HISTORY     - 20030907 GOOD             USPSQD
 PE0901
 PE0901                          STATION DESCRIPTION
 PE0901
 PE0901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PE0901'AT BELFAST.
 PE0901'AT BELFAST, ALONG FRANKLIN STREET, SET VERTICALLY IN THE NORTHEAST
 PE0901'BRICK WALL AND NEAR THE EAST CORNER OF THE POST OFFICE BUILDING,
 PE0901'24 FEET NORTHWEST OF THE CENTER LINE OF FRANKLIN STREET, 24
 PE0901'FEET SOUTHEAST OF THE CENTER OF THE MAIN ENTRANCE TO THE POST
 PE0901'OFFICE BUILDING, AND 4 FEET ABOVE THE LEVEL OF THE SIDEWALK.
 PE0901
 PE0901                          STATION RECOVERY (1999)
 PE0901
 PE0901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (DW)
 PE0901'RECOVERED IN GOOD CONDITION.
 PE0901
 PE0901                          STATION RECOVERY (2003)
 PE0901
 PE0901'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 PE0901'MARK FOUND GOOD. POST OFFICE IS AT 1 FRANKLIN ST. IN BELFAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1076 ***********************************************************************
 QG1076  DESIGNATION -  S 180
 QG1076  PID         -  QG1076
 QG1076  STATE/COUNTY-  ME/SOMERSET
 QG1076  USGS QUAD   -  MOUNT KINEO (1989)
 QG1076
 QG1076                         *CURRENT SURVEY CONTROL
 QG1076  ___________________________________________________________________
 QG1076* NAD 83(1986)-  45 40 42.     (N)    069 44 41.     (W)     SCALED    
 QG1076* NAVD 88     -       347.402  (meters)    1139.77   (feet)  ADJUSTED  
 QG1076  ___________________________________________________________________
 QG1076  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 QG1076  DYNAMIC HT  -         347.396 (meters)    1139.75  (feet)  COMP
 QG1076  MODELED GRAV-     980,586.2   (mgal)                       NAVD 88
 QG1076
 QG1076  VERT ORDER  -  FIRST     CLASS II
 QG1076
 QG1076.The horizontal coordinates were scaled from a topographic map and have
 QG1076.an estimated accuracy of +/- 6 seconds.
 QG1076
 QG1076.The orthometric height was determined by differential leveling
 QG1076.and adjusted by the National Geodetic Survey in June 1991..
 QG1076
 QG1076.The geoid height was determined by GEOID03.
 QG1076
 QG1076.The dynamic height is computed by dividing the NAVD 88
 QG1076.geopotential number by the normal gravity value computed on the
 QG1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1076.degrees latitude (g = 980.6199 gals.).
 QG1076
 QG1076.The modeled gravity was interpolated from observed gravity values.
 QG1076
 QG1076;                    North         East    Units  Estimated Accuracy
 QG1076;SPC ME W     -   316,210.      932,870.      MT  (+/- 180 meters Scaled)
 QG1076
 QG1076                          SUPERSEDED SURVEY CONTROL
 QG1076
 QG1076.No superseded survey control is available for this station.
 QG1076
 QG1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL420585(NAD 83)
 QG1076_MARKER: DB = BENCH MARK DISK
 QG1076_SETTING: 66 = SET IN ROCK OUTCROP
 QG1076_SP_SET: ROCK OUTCROP
 QG1076_STAMPING: S 180 1978
 QG1076_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG1076+STABILITY: POSITION/ELEVATION WELL
 QG1076
 QG1076  HISTORY     - Date     Condition        Report By
 QG1076  HISTORY     - 1978     MONUMENTED       NGS
 QG1076
 QG1076                          STATION DESCRIPTION
 QG1076
 QG1076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1076'0.45 MI WEST FROM ROCKWOOD.
 QG1076'0.45 MILES NORTHWEST ALONG A PAVED ROAD FROM THE ROCKWOOD POST OFFICE
 QG1076'272.0 FT. SOUTH OF THE CENTER LINE OF THE ROAD, 337.6 FT. SOUTH OF
 QG1076'POWER POLE 12, 93.6 FT. SOUTH OF THE SOUTH END OF THE GUARDRAIL ON
 QG1076'THE EAST SIDE OF THE HIGHWAY, 37.8 FT. EAST OF THE CENTER LINE OF
 QG1076'STATE HIGHWAY 6, SET IN TOP OF SOUTH END OF THE EAST BANK OF A ROCK
 QG1076'CUT AT THE OUTSIDE OF A CURVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0081 ***********************************************************************
 QH0081  DESIGNATION -  S 181
 QH0081  PID         -  QH0081
 QH0081  STATE/COUNTY-  ME/SOMERSET
 QH0081  USGS QUAD   -  SANDY BAY MOUNTAIN (1989)
 QH0081
 QH0081                         *CURRENT SURVEY CONTROL
 QH0081  ___________________________________________________________________
 QH0081* NAD 83(1986)-  45 48 21.     (N)    070 23 46.     (W)     SCALED    
 QH0081* NAVD 88     -       596.730  (meters)    1957.77   (feet)  ADJUSTED  
 QH0081  ___________________________________________________________________
 QH0081  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 QH0081  DYNAMIC HT  -         596.686 (meters)    1957.63  (feet)  COMP
 QH0081  MODELED GRAV-     980,521.7   (mgal)                       NAVD 88
 QH0081  OBS GRAVITY -     980,521.4   (mgal)                       GRAV_OBS
 QH0081
 QH0081  VERT ORDER  -  FIRST     CLASS II
 QH0081
 QH0081.The horizontal coordinates were scaled from a topographic map and have
 QH0081.an estimated accuracy of +/- 6 seconds.
 QH0081
 QH0081.The orthometric height was determined by differential leveling
 QH0081.and adjusted by the National Geodetic Survey in June 1991..
 QH0081
 QH0081.The geoid height was determined by GEOID03.
 QH0081
 QH0081.The dynamic height is computed by dividing the NAVD 88
 QH0081.geopotential number by the normal gravity value computed on the
 QH0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QH0081.degrees latitude (g = 980.6199 gals.).
 QH0081
 QH0081.The modeled gravity was interpolated from observed gravity values.
 QH0081.The observed gravity was obtained from relative gravimeter ties
 QH0081.to the IGSN71 gravity network.
 QH0081
 QH0081;                    North         East    Units  Estimated Accuracy
 QH0081;SPC ME W     -   330,310.      882,170.      MT  (+/- 180 meters Scaled)
 QH0081
 QH0081                          SUPERSEDED SURVEY CONTROL
 QH0081
 QH0081.No superseded survey control is available for this station.
 QH0081
 QH0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL915734(NAD 83)
 QH0081_MARKER: DB = BENCH MARK DISK
 QH0081_SETTING: 66 = SET IN ROCK OUTCROP
 QH0081_SP_SET: ROCK OUTCROP
 QH0081_STAMPING: S 181 1978
 QH0081_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QH0081+STABILITY: POSITION/ELEVATION WELL
 QH0081
 QH0081  HISTORY     - Date     Condition        Report By
 QH0081  HISTORY     - 1978     MONUMENTED       NGS
 QH0081
 QH0081                          STATION DESCRIPTION
 QH0081
 QH0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QH0081'JACKMAN PORT OF ENTRY.
 QH0081'51.0 FT. NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY 6, 239.0 FT.
 QH0081'SOUTH-SOUTHEAST OF INTERNATIONAL BOUNDARY MARKER 353 A WHICH WAS
 QH0081'SET IN 1975, 102.0 FT. EAST OF THE NORTH CORNER OF THE BORDER
 QH0081'STATION HOUSE, 83.5 FT. NORTH-NORTHEAST OF THE EAST CORNER OF THE
 QH0081'BORDER STATION HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0070 ***********************************************************************
 QH0070  DESIGNATION -  S 182
 QH0070  PID         -  QH0070
 QH0070  STATE/COUNTY-  ME/SOMERSET
 QH0070  USGS QUAD   -  JACKMAN (1989)
 QH0070
 QH0070                         *CURRENT SURVEY CONTROL
 QH0070  ___________________________________________________________________
 QH0070* NAD 83(1986)-  45 44 19.     (N)    070 17 39.     (W)     SCALED    
 QH0070* NAVD 88     -       524.754  (meters)    1721.63   (feet)  ADJUSTED  
 QH0070  ___________________________________________________________________
 QH0070  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 QH0070  DYNAMIC HT  -         524.727 (meters)    1721.54  (feet)  COMP
 QH0070  MODELED GRAV-     980,547.0   (mgal)                       NAVD 88
 QH0070
 QH0070  VERT ORDER  -  FIRST     CLASS II
 QH0070
 QH0070.The horizontal coordinates were scaled from a topographic map and have
 QH0070.an estimated accuracy of +/- 6 seconds.
 QH0070
 QH0070.The orthometric height was determined by differential leveling
 QH0070.and adjusted by the National Geodetic Survey in June 1991..
 QH0070
 QH0070.The geoid height was determined by GEOID03.
 QH0070
 QH0070.The dynamic height is computed by dividing the NAVD 88
 QH0070.geopotential number by the normal gravity value computed on the
 QH0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QH0070.degrees latitude (g = 980.6199 gals.).
 QH0070
 QH0070.The modeled gravity was interpolated from observed gravity values.
 QH0070
 QH0070;                    North         East    Units  Estimated Accuracy
 QH0070;SPC ME W     -   322,830.      890,080.      MT  (+/- 180 meters Scaled)
 QH0070
 QH0070                          SUPERSEDED SURVEY CONTROL
 QH0070
 QH0070.No superseded survey control is available for this station.
 QH0070
 QH0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL993658(NAD 83)
 QH0070_MARKER: DB = BENCH MARK DISK
 QH0070_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QH0070_SP_SET: CONCRETE HEADWALL
 QH0070_STAMPING: S 182 1978
 QH0070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QH0070
 QH0070  HISTORY     - Date     Condition        Report By
 QH0070  HISTORY     - 1978     MONUMENTED       NGS
 QH0070
 QH0070                          STATION DESCRIPTION
 QH0070
 QH0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QH0070'7.3 MI SE FROM JACKMAN BORDER STATION.
 QH0070'7.3 MILES SOUTHEAST ALONG STATE HIGHWAY 6 FROM THE INTERNATIONAL
 QH0070'BOUNDARY, 30.0 FT. EAST-SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 QH0070'0.2 MILES NORTH-NORTHEAST OF A REST AREA, 29.0 FT. NORTH OF THE
 QH0070'SOUTH END OF THE SOUTHEAST WINGWALL, SET IN TOP OF THE SOUTHEAST
 QH0070'WINGWALL OF A CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1140 ***********************************************************************
 QG1140  DESIGNATION -  S 183
 QG1140  PID         -  QG1140
 QG1140  STATE/COUNTY-  ME/PISCATAQUIS
 QG1140  USGS QUAD   -  HARDY POND (1988)
 QG1140
 QG1140                         *CURRENT SURVEY CONTROL
 QG1140  ___________________________________________________________________
 QG1140* NAD 83(1986)-  45 16 33.     (N)    068 48 28.     (W)     SCALED    
 QG1140* NAVD 88     -        65.803  (meters)     215.89   (feet)  ADJUSTED  
 QG1140  ___________________________________________________________________
 QG1140  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 QG1140  DYNAMIC HT  -          65.803 (meters)     215.89  (feet)  COMP
 QG1140  MODELED GRAV-     980,605.7   (mgal)                       NAVD 88
 QG1140
 QG1140  VERT ORDER  -  FIRST     CLASS II
 QG1140
 QG1140.The horizontal coordinates were scaled from a topographic map and have
 QG1140.an estimated accuracy of +/- 6 seconds.
 QG1140
 QG1140.The orthometric height was determined by differential leveling
 QG1140.and adjusted by the National Geodetic Survey in June 1991..
 QG1140
 QG1140.The geoid height was determined by GEOID03.
 QG1140
 QG1140.The dynamic height is computed by dividing the NAVD 88
 QG1140.geopotential number by the normal gravity value computed on the
 QG1140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1140.degrees latitude (g = 980.6199 gals.).
 QG1140
 QG1140.The modeled gravity was interpolated from observed gravity values.
 QG1140
 QG1140;                    North         East    Units  Estimated Accuracy
 QG1140;SPC ME E     -   178,840.      275,850.      MT  (+/- 180 meters Scaled)
 QG1140
 QG1140                          SUPERSEDED SURVEY CONTROL
 QG1140
 QG1140.No superseded survey control is available for this station.
 QG1140
 QG1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL150136(NAD 83)
 QG1140_MARKER: DB = BENCH MARK DISK
 QG1140_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QG1140_SP_SET: STAINLESS STEEL ROD
 QG1140_STAMPING: S 183 1978
 QG1140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG1140
 QG1140  HISTORY     - Date     Condition        Report By
 QG1140  HISTORY     - 1978     MONUMENTED       NGS
 QG1140
 QG1140                          STATION DESCRIPTION
 QG1140
 QG1140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1140'9.5 MI WEST FROM HOWLAND.
 QG1140'2.2 MILES WEST ALONG STATE HIGHWAY 116 FROM THE NORTH END OF THE LARGE
 QG1140'STATE HIGHWAY 116 BRIDGE ACROSS THE PISCATAQUIS RIVER AT HOWLAND TO
 QG1140'THE Y-JUNCTION OF OLD STATE HIGHWAY 16, THENCE 7.3 MILES WEST ALONG
 QG1140'OLD STATE HIGHWAY 16, 32.9 FT. NORTHEAST OF CENTERLINE OF HIGHWAY,
 QG1140'27.0 FT. NORTHEAST OF A 9 INCH TRIANGULAR BLAZED PINE TREE, 16.5
 QG1140'FT. SOUTHWEST OF THE SOUTHWEST TRUNK OF A THREE TRUNK TRIANGULAR
 QG1140'BLAZED POPLAR TREE, THE DISK IS 2-INCHED BELOW THE GROUND, ACCESS
 QG1140'TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1171 ***********************************************************************
 QG1171  DESIGNATION -  S 184
 QG1171  PID         -  QG1171
 QG1171  STATE/COUNTY-  ME/PENOBSCOT
 QG1171  USGS QUAD   -  MATTAWAMKEAG (1988)
 QG1171
 QG1171                         *CURRENT SURVEY CONTROL
 QG1171  ___________________________________________________________________
 QG1171* NAD 83(1996)-  45 32 01.97893(N)    068 20 37.79027(W)     ADJUSTED  
 QG1171* NAVD 88     -       115.539  (meters)     379.06   (feet)  ADJUSTED  
 QG1171  ___________________________________________________________________
 QG1171  X           -   1,651,621.707 (meters)                     COMP
 QG1171  Y           -  -4,159,601.684 (meters)                     COMP
 QG1171  Z           -   4,529,173.177 (meters)                     COMP
 QG1171  LAPLACE CORR-           3.19  (seconds)                    DEFLEC99
 QG1171  ELLIP HEIGHT-          91.45  (meters)          (01/07/02) GPS OBS
 QG1171  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 QG1171  DYNAMIC HT  -         115.541 (meters)     379.07  (feet)  COMP
 QG1171  MODELED GRAV-     980,628.2   (mgal)                       NAVD 88
 QG1171
 QG1171  HORZ ORDER  -  FIRST
 QG1171  VERT ORDER  -  FIRST     CLASS II
 QG1171  ELLP ORDER  -  FIFTH     CLASS I
 QG1171
 QG1171.The horizontal coordinates were established by GPS observations
 QG1171.and adjusted by the National Geodetic Survey in July 1997..
 QG1171
 QG1171.The orthometric height was determined by differential leveling
 QG1171.and adjusted by the National Geodetic Survey in June 1991..
 QG1171
 QG1171.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QG1171
 QG1171.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1171
 QG1171.The ellipsoidal height was determined by GPS observations
 QG1171.and is referenced to NAD 83.
 QG1171
 QG1171.The geoid height was determined by GEOID03.
 QG1171
 QG1171.The dynamic height is computed by dividing the NAVD 88
 QG1171.geopotential number by the normal gravity value computed on the
 QG1171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1171.degrees latitude (g = 980.6199 gals.).
 QG1171
 QG1171.The modeled gravity was interpolated from observed gravity values.
 QG1171
 QG1171;                    North         East     Units Scale Factor Converg.
 QG1171;SPC ME E     -   207,483.608   312,197.352   MT  0.99990183   +0 06 41.2
 QG1171;UTM  19      - 5,042,470.196   551,233.637   MT  0.99963227   +0 28 05.9
 QG1171
 QG1171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1171!SPC ME E     -   0.99998566  x   0.99990183  =   0.99988749
 QG1171!UTM  19      -   0.99998566  x   0.99963227  =   0.99961794
 QG1171
 QG1171                          SUPERSEDED SURVEY CONTROL
 QG1171
 QG1171  ELLIP H (07/24/97)   91.40   (m)                       GP(       ) 1 1
 QG1171  NAD 83(1992)-  45 32 01.97871(N)    068 20 37.79005(W) AD(1995.00) 1
 QG1171  ELLIP H (04/19/96)   91.42   (m)                       GP(       ) 3 1
 QG1171  NAVD 88 (04/19/96)  115.54   (m)          379.1    (f) LEVELING    3  
 QG1171
 QG1171.Superseded values are not recommended for survey control.
 QG1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1171.See file dsdata.txt to determine how the superseded data were derived.
 QG1171
 QG1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL5123442470(NAD 83)
 QG1171_MARKER: DB = BENCH MARK DISK
 QG1171_SETTING: 66 = SET IN ROCK OUTCROP
 QG1171_SP_SET: ROCK OUTCROP
 QG1171_STAMPING: S 184 1978
 QG1171_MAGNETIC: N = NO MAGNETIC MATERIAL
 QG1171_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG1171+STABILITY: POSITION/ELEVATION WELL
 QG1171_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QG1171+SATELLITE: SATELLITE OBSERVATIONS - October 15, 1995
 QG1171
 QG1171  HISTORY     - Date     Condition        Report By
 QG1171  HISTORY     - 1978     MONUMENTED       NGS
 QG1171  HISTORY     - 19951015 GOOD             CHANCE
 QG1171
 QG1171                          STATION DESCRIPTION
 QG1171
 QG1171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1171'1.2 MI NNE FROM MATTAWAMKEAG.
 QG1171'1.2 MILES NORTH NORTHEAST ALONG U.S. HIGHWAY 2 FROM THE MUNICIPAL
 QG1171'BUILDING AT MATTAWAMKEAG, 78.8 FT. NORTHEAST OF POWER POLE 23 WITH
 QG1171'ONE GUY WIRE TO GROUND, 73.3 FT. SOUTHEAST OF THE CENTER LINE OF THE
 QG1171'HIGHWAY, 33.5 FT. SOUTHWEST OF THE WEST CORNER OF A TWO STORY WOOD
 QG1171'FRAME HOUSE BELONGING TO F. RICHARDS. 12.7 FT. NORTH NORTHEAST OF THE
 QG1171'CENTER LINE OF A GRAVEL DRIVE LEADING EAST SOUTHEAST FROM THE HIGHWAY
 QG1171'TO THE HOUSE.
 QG1171
 QG1171                          STATION RECOVERY (1995)
 QG1171
 QG1171'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KB)
 QG1171'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0483 ***********************************************************************
 RF0483  DESIGNATION -  S 185
 RF0483  PID         -  RF0483
 RF0483  STATE/COUNTY-  ME/AROOSTOOK
 RF0483  USGS QUAD   -  WINTERVILLE (1985)
 RF0483
 RF0483                         *CURRENT SURVEY CONTROL
 RF0483  ___________________________________________________________________
 RF0483* NAD 83(1986)-  46 54 50.     (N)    068 31 00.     (W)     SCALED    
 RF0483* NAVD 88     -       357.002  (meters)    1171.26   (feet)  ADJUSTED  
 RF0483  ___________________________________________________________________
 RF0483  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 RF0483  DYNAMIC HT  -         357.035 (meters)    1171.37  (feet)  COMP
 RF0483  MODELED GRAV-     980,696.1   (mgal)                       NAVD 88
 RF0483  OBS GRAVITY -     980,695.6   (mgal)                       GRAV_OBS
 RF0483
 RF0483  VERT ORDER  -  FIRST     CLASS II
 RF0483
 RF0483.The horizontal coordinates were scaled from a topographic map and have
 RF0483.an estimated accuracy of +/- 6 seconds.
 RF0483
 RF0483.The orthometric height was determined by differential leveling
 RF0483.and adjusted by the National Geodetic Survey in June 1991..
 RF0483
 RF0483.The geoid height was determined by GEOID03.
 RF0483
 RF0483.The dynamic height is computed by dividing the NAVD 88
 RF0483.geopotential number by the normal gravity value computed on the
 RF0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0483.degrees latitude (g = 980.6199 gals.).
 RF0483
 RF0483.The modeled gravity was interpolated from observed gravity values.
 RF0483.The observed gravity was obtained from relative gravimeter ties
 RF0483.to the IGSN71 gravity network.
 RF0483
 RF0483;                    North         East    Units  Estimated Accuracy
 RF0483;SPC ME E     -   360,850.      298,730.      MT  (+/- 180 meters Scaled)
 RF0483
 RF0483                          SUPERSEDED SURVEY CONTROL
 RF0483
 RF0483.No superseded survey control is available for this station.
 RF0483
 RF0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM368957(NAD 83)
 RF0483_MARKER: DB = BENCH MARK DISK
 RF0483_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RF0483_SP_SET: STAINLESS STEEL ROD
 RF0483_STAMPING: S 185 1978
 RF0483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0483
 RF0483  HISTORY     - Date     Condition        Report By
 RF0483  HISTORY     - 1978     MONUMENTED       NGS
 RF0483  HISTORY     - 1982     GOOD             NGS
 RF0483
 RF0483                          STATION DESCRIPTION
 RF0483
 RF0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0483'9.7 MI SOUTH FROM EAGLE LAKE.
 RF0483'9.7 MILES SOUTH ALONG STATE HIGHWAY 11 FROM ST. MARYS CHURCH AT
 RF0483'EAGLE LAKE, 0.15 MILE SOUTH OF THE T JUNCTION OF A DIRT ROAD 1.3
 RF0483'MILES SOUTH OF A REST AREA, ABOUT 0.05 MILE SOUTH OF THE CREST OF A
 RF0483'HILL, 28.0 FT. WEST OF THE CENTER LINE OF THE HIGHWAY, 15.0 FT.
 RF0483'SOUTHEAST OF A 9 INCH TRIANGLE BLAZED TREE, 2.0 FT. SOUTH OF POWER
 RF0483'POLE 419 THE DISK IS 2 INCHES BELOW THE GROUND, ACCESS TO WHICH IS
 RF0483'HAD THROUGH A 4 INCH PLASTIC SCREW PLUG 1 INCH ABOVE THE GROUND.
 RF0483
 RF0483                          STATION RECOVERY (1982)
 RF0483
 RF0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RF0483'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0457 ***********************************************************************
 RF0457  DESIGNATION -  S 186
 RF0457  PID         -  RF0457
 RF0457  STATE/COUNTY-  ME/AROOSTOOK
 RF0457  USGS QUAD   -  ASHLAND (1986)
 RF0457
 RF0457                         *CURRENT SURVEY CONTROL
 RF0457  ___________________________________________________________________
 RF0457* NAD 83(1986)-  46 41 07.     (N)    068 26 52.     (W)     SCALED    
 RF0457* NAVD 88     -       194.262  (meters)     637.34   (feet)  ADJUSTED  
 RF0457  ___________________________________________________________________
 RF0457  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 RF0457  DYNAMIC HT  -         194.281 (meters)     637.40  (feet)  COMP
 RF0457  MODELED GRAV-     980,708.2   (mgal)                       NAVD 88
 RF0457
 RF0457  VERT ORDER  -  FIRST     CLASS II
 RF0457
 RF0457.The horizontal coordinates were scaled from a topographic map and have
 RF0457.an estimated accuracy of +/- 6 seconds.
 RF0457
 RF0457.The orthometric height was determined by differential leveling
 RF0457.and adjusted by the National Geodetic Survey in June 1991..
 RF0457
 RF0457.The geoid height was determined by GEOID03.
 RF0457
 RF0457.The dynamic height is computed by dividing the NAVD 88
 RF0457.geopotential number by the normal gravity value computed on the
 RF0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0457.degrees latitude (g = 980.6199 gals.).
 RF0457
 RF0457.The modeled gravity was interpolated from observed gravity values.
 RF0457
 RF0457;                    North         East    Units  Estimated Accuracy
 RF0457;SPC ME E     -   335,440.      304,000.      MT  (+/- 180 meters Scaled)
 RF0457
 RF0457                          SUPERSEDED SURVEY CONTROL
 RF0457
 RF0457.No superseded survey control is available for this station.
 RF0457
 RF0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM422703(NAD 83)
 RF0457_MARKER: DB = BENCH MARK DISK
 RF0457_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RF0457_SP_SET: STAINLESS STEEL ROD
 RF0457_STAMPING: S 186 1978
 RF0457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0457
 RF0457  HISTORY     - Date     Condition        Report By
 RF0457  HISTORY     - 1978     MONUMENTED       NGS
 RF0457
 RF0457                          STATION DESCRIPTION
 RF0457
 RF0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0457'5.75 MI SOUTH FROM PORTAGE.
 RF0457'5.75 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT
 RF0457'PORTAGE, 2.15 MILES NORTHWEST OF THE CEOSSING OF THE BANGOR AND
 RF0457'AROOSTOOK RAILROAD, 0.6 MILES NORTHWEST OF THE WASHVILLE TOWN LINE,
 RF0457'5.5 MILES NORTHWEST OF THE POST OFFICE AT ASHLAND, AT THE EAST
 RF0457'CORNER OF THE LOT OF THE WASHVILLE TOWN HALL 29.6 FEET SOUTHWEST OF
 RF0457'THE CENTER LINE OF THE HIGHWAY, 64.5 FEET NORTHWEST OF A LONE
 RF0457'FRUIT TREE, 37.8 FEET EAST OF THE EAST CORNER OF THE HALL, 3.8 FEET
 RF0457'SOUTHEAST OF A POWER POLE. THE DISK IS 3-INCHES BELOW GROUND, ACCESS
 RF0457'TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG FLUSH WITH
 RF0457'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0379 ***********************************************************************
 RF0379  DESIGNATION -  S 187
 RF0379  PID         -  RF0379
 RF0379  STATE/COUNTY-  ME/AROOSTOOK
 RF0379  USGS QUAD   -  BIG MACHIAS LAKE (1985)
 RF0379
 RF0379                         *CURRENT SURVEY CONTROL
 RF0379  ___________________________________________________________________
 RF0379* NAD 83(1986)-  46 40 08.     (N)    068 49 34.     (W)     SCALED    
 RF0379* NAVD 88     -       284.227  (meters)     932.50   (feet)  ADJUSTED  
 RF0379  ___________________________________________________________________
 RF0379  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 RF0379  DYNAMIC HT  -         284.249 (meters)     932.57  (feet)  COMP
 RF0379  MODELED GRAV-     980,683.5   (mgal)                       NAVD 88
 RF0379
 RF0379  VERT ORDER  -  FIRST     CLASS II
 RF0379
 RF0379.The horizontal coordinates were scaled from a topographic map and have
 RF0379.an estimated accuracy of +/- 6 seconds.
 RF0379
 RF0379.The orthometric height was determined by differential leveling
 RF0379.and adjusted by the National Geodetic Survey in June 1991..
 RF0379
 RF0379.The geoid height was determined by GEOID03.
 RF0379
 RF0379.The dynamic height is computed by dividing the NAVD 88
 RF0379.geopotential number by the normal gravity value computed on the
 RF0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0379.degrees latitude (g = 980.6199 gals.).
 RF0379
 RF0379.The modeled gravity was interpolated from observed gravity values.
 RF0379
 RF0379;                    North         East    Units  Estimated Accuracy
 RF0379;SPC ME E     -   333,670.      275,050.      MT  (+/- 180 meters Scaled)
 RF0379
 RF0379                          SUPERSEDED SURVEY CONTROL
 RF0379
 RF0379.No superseded survey control is available for this station.
 RF0379
 RF0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM133683(NAD 83)
 RF0379_MARKER: DB = BENCH MARK DISK
 RF0379_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RF0379_SP_SET: STAINLESS STEEL ROD
 RF0379_STAMPING: S 187 1978
 RF0379_MARK LOGO: NGS   
 RF0379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0379
 RF0379  HISTORY     - Date     Condition        Report By
 RF0379  HISTORY     - 1978     MONUMENTED       NGS
 RF0379  HISTORY     - 1983     GOOD             USGS-M
 RF0379
 RF0379                          STATION DESCRIPTION
 RF0379
 RF0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0379'18.1 MI WEST FROM SIX MILE CHECK POINT.
 RF0379'10.85 MILES WEST ALONG AMERICAN REALTY ROAD FROM SIX MILE CHECK
 RF0379'POINT, THENCE 7.25 MILES WEST ALONG THE MAIN TRAVELED GRAVEL ROAD,
 RF0379'0.4 MILE SOUTHWEST OF A 5-FT. METAL PIPE CULVERT,
 RF0379'0.2 MILE SOUTHWEST OF THE T 12 R 9 TOWN LINE, AT THE T-JUNCTION
 RF0379'OF A GRAVEL ROAD LEADING WEST, AT THE NORTHEAST CORNER OF A LARGE
 RF0379'CLEARING, 35.6 FEET WEST OF THE CENTER LINE OF THE MAIN ROAD, 37.0
 RF0379'FEET SOUTH OF THE CENTER LINE OF THE ROAD. THE DISK IS 2 INCHES
 RF0379'BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC
 RF0379'SCREW PLUG.
 RF0379
 RF0379                          STATION RECOVERY (1983)
 RF0379
 RF0379'RECOVERY NOTE BY USGS MID-CONTINENT MAPPING CENTER 1983
 RF0379'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1195 ***********************************************************************
 QG1195  DESIGNATION -  S 187 X
 QG1195  PID         -  QG1195
 QG1195  STATE/COUNTY-  ME/AROOSTOOK
 QG1195  USGS QUAD   -  WYTOPITLOCK (1988)
 QG1195
 QG1195                         *CURRENT SURVEY CONTROL
 QG1195  ___________________________________________________________________
 QG1195* NAD 83(1986)-  45 40 20.     (N)    068 01 53.     (W)     SCALED    
 QG1195* NAVD 88     -       105.504  (meters)     346.14   (feet)  ADJUSTED  
 QG1195  ___________________________________________________________________
 QG1195  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 QG1195  DYNAMIC HT  -         105.506 (meters)     346.15  (feet)  COMP
 QG1195  MODELED GRAV-     980,634.6   (mgal)                       NAVD 88
 QG1195
 QG1195  VERT ORDER  -  FIRST     CLASS II
 QG1195
 QG1195.The horizontal coordinates were scaled from a topographic map and have
 QG1195.an estimated accuracy of +/- 6 seconds.
 QG1195
 QG1195.The orthometric height was determined by differential leveling
 QG1195.and adjusted by the National Geodetic Survey in June 1991..
 QG1195
 QG1195.The geoid height was determined by GEOID03.
 QG1195
 QG1195.The dynamic height is computed by dividing the NAVD 88
 QG1195.geopotential number by the normal gravity value computed on the
 QG1195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1195.degrees latitude (g = 980.6199 gals.).
 QG1195
 QG1195.The modeled gravity was interpolated from observed gravity values.
 QG1195
 QG1195;                    North         East    Units  Estimated Accuracy
 QG1195;SPC ME E     -   222,950.      336,510.      MT  (+/- 180 meters Scaled)
 QG1195
 QG1195                          SUPERSEDED SURVEY CONTROL
 QG1195
 QG1195.No superseded survey control is available for this station.
 QG1195
 QG1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL754580(NAD 83)
 QG1195_MARKER: DB = BENCH MARK DISK
 QG1195_SETTING: 66 = SET IN ROCK OUTCROP
 QG1195_SP_SET: ROCK OUTCROP
 QG1195_STAMPING: S 187 X 1978
 QG1195_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG1195+STABILITY: POSITION/ELEVATION WELL
 QG1195
 QG1195  HISTORY     - Date     Condition        Report By
 QG1195  HISTORY     - 1978     MONUMENTED       NGS
 QG1195
 QG1195                          STATION DESCRIPTION
 QG1195
 QG1195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1195'BANCROFT.
 QG1195'161.5 FT. EAST SOUTHEAST ALONG THE CANADIAN PACIFIC RAILROAD FROM
 QG1195'THE PAVED ROAD CROSSING AT BANCROFT, 74.4 FT. SOUTH OF CENTER LINE
 QG1195'OF PAVED ROAD, 67.6 FT. WEST SOUTHWEST OF TELEPHONE POLE 1818, 67.2
 QG1195'FT. EAST SOUTHEAST OF TELEPHONE 1819, 47.7 FT. SOUTH SOUTHEAST OF
 QG1195'TELEPHONE POLE 7 232, 6.4 FT. WEST OF A RAILROAD FLANGE SIGN, 8.7
 QG1195'FT. NORTH OF THE NORTH RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0403 ***********************************************************************
 RF0403  DESIGNATION -  S 188
 RF0403  PID         -  RF0403
 RF0403  STATE/COUNTY-  ME/AROOSTOOK
 RF0403  USGS QUAD   -  THIRD MUSQUACOOK LAKE (1986)
 RF0403
 RF0403                         *CURRENT SURVEY CONTROL
 RF0403  ___________________________________________________________________
 RF0403* NAD 83(1986)-  46 36 49.     (N)    069 12 10.     (W)     SCALED    
 RF0403* NAVD 88     -       370.512  (meters)    1215.59   (feet)  ADJUSTED  
 RF0403  ___________________________________________________________________
 RF0403  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 RF0403  DYNAMIC HT  -         370.529 (meters)    1215.64  (feet)  COMP
 RF0403  MODELED GRAV-     980,650.1   (mgal)                       NAVD 88
 RF0403
 RF0403  VERT ORDER  -  FIRST     CLASS II
 RF0403
 RF0403.The horizontal coordinates were scaled from a topographic map and have
 RF0403.an estimated accuracy of +/- 6 seconds.
 RF0403
 RF0403.The orthometric height was determined by differential leveling
 RF0403.and adjusted by the National Geodetic Survey in June 1991..
 RF0403
 RF0403.The geoid height was determined by GEOID03.
 RF0403
 RF0403.The dynamic height is computed by dividing the NAVD 88
 RF0403.geopotential number by the normal gravity value computed on the
 RF0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0403.degrees latitude (g = 980.6199 gals.).
 RF0403
 RF0403.The modeled gravity was interpolated from observed gravity values.
 RF0403
 RF0403;                    North         East    Units  Estimated Accuracy
 RF0403;SPC ME E     -   327,710.      246,170.      MT  (+/- 180 meters Scaled)
 RF0403
 RF0403                          SUPERSEDED SURVEY CONTROL
 RF0403
 RF0403.No superseded survey control is available for this station.
 RF0403
 RF0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM844622(NAD 83)
 RF0403_MARKER: DB = BENCH MARK DISK
 RF0403_SETTING: 66 = SET IN ROCK OUTCROP
 RF0403_SP_SET: OUTCROP
 RF0403_STAMPING: S 188 1978
 RF0403_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0403+STABILITY: POSITION/ELEVATION WELL
 RF0403
 RF0403  HISTORY     - Date     Condition        Report By
 RF0403  HISTORY     - 1978     MONUMENTED       NGS
 RF0403
 RF0403                          STATION DESCRIPTION
 RF0403
 RF0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0403'1.95 MI WEST FROM MUSQUACOOK CHECK POINT.
 RF0403'1 95 MILES WEST ALONG THE MAIN TRAVELED ROAD FROM MUSQUACOOK
 RF0403'CHECK POINT, 1.0 MILE WEST OF THE T-JUNCTION OF A GRAVEL ROAD
 RF0403'LEADING NORTH, AT A CLEARING, 107.0 FEET NORTH OF THE CENTER LINE
 RF0403'OF THE ROAD, 21.2 FEET SOUTH OF A DOUBLE TRUNK POPLAR TREE. IN
 RF0403'THE TOP OF A FLUSH 6 BY 3-FEET SHALE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0434 ***********************************************************************
 RF0434  DESIGNATION -  S 189
 RF0434  PID         -  RF0434
 RF0434  STATE/COUNTY-  ME/AROOSTOOK
 RF0434  USGS QUAD   -  FOOL BROOK (1986)
 RF0434
 RF0434                         *CURRENT SURVEY CONTROL
 RF0434  ___________________________________________________________________
 RF0434* NAD 83(1986)-  46 36 06.     (N)    069 42 10.     (W)     SCALED    
 RF0434* NAVD 88     -       447.985  (meters)    1469.76   (feet)  ADJUSTED  
 RF0434  ___________________________________________________________________
 RF0434  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 RF0434  DYNAMIC HT  -         447.992 (meters)    1469.79  (feet)  COMP
 RF0434  MODELED GRAV-     980,617.4   (mgal)                       NAVD 88
 RF0434
 RF0434  VERT ORDER  -  FIRST     CLASS II
 RF0434
 RF0434.The horizontal coordinates were scaled from a topographic map and have
 RF0434.an estimated accuracy of +/- 6 seconds.
 RF0434
 RF0434.The orthometric height was determined by differential leveling
 RF0434.and adjusted by the National Geodetic Survey in June 1991..
 RF0434
 RF0434.The geoid height was determined by GEOID03.
 RF0434
 RF0434.The dynamic height is computed by dividing the NAVD 88
 RF0434.geopotential number by the normal gravity value computed on the
 RF0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0434.degrees latitude (g = 980.6199 gals.).
 RF0434
 RF0434.The modeled gravity was interpolated from observed gravity values.
 RF0434
 RF0434;                    North         East    Units  Estimated Accuracy
 RF0434;SPC ME E     -   326,850.      207,850.      MT  (+/- 180 meters Scaled)
 RF0434
 RF0434                          SUPERSEDED SURVEY CONTROL
 RF0434
 RF0434.No superseded survey control is available for this station.
 RF0434
 RF0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM461611(NAD 83)
 RF0434_MARKER: DB = BENCH MARK DISK
 RF0434_SETTING: 66 = SET IN ROCK OUTCROP
 RF0434_SP_SET: OUTCROP
 RF0434_STAMPING: S 189 1978
 RF0434_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0434+STABILITY: POSITION/ELEVATION WELL
 RF0434
 RF0434  HISTORY     - Date     Condition        Report By
 RF0434  HISTORY     - 1978     MONUMENTED       NGS
 RF0434
 RF0434                          STATION DESCRIPTION
 RF0434
 RF0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0434'9.85 MI WEST FROM CLAYTON LAKE.
 RF0434'9.85 MILES WEST ALONG THE MAIN TRAVELED GRAVEL ROAD FROM THE POST
 RF0434'OFFICE AT CLAYTON LAKE, 4.25 MILES WEST OF A SMALL WOODEN BRIDGE
 RF0434'OVER CENTER BROOK, 0.95 MILES WEST OF TOWN LINE POST T11, R16,
 RF0434'16.5 MILES EAST OF THE U.S. CUSTOMS OFFICE AT DAAQUAM, 23.2 FEET
 RF0434'SOUTH OF THE CENTER LINE OF THE ROAD, ABOUT 583 FEET WEST OF THE
 RF0434'SOUTH END OF A 16-INCH METAL PIPE CULVERT UNDER THE ROAD, 25.0
 RF0434'FEET WEST OF A 14-INCH TRIANGLE BLAZED TREE, IN THE CENTER OF THE
 RF0434'TOP OF A FLAT 4 BY 2-FOOT EXPOSED OUTCROP FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0102 ***********************************************************************
 QF0102  DESIGNATION -  S 19
 QF0102  PID         -  QF0102
 QF0102  STATE/COUNTY-  ME/WASHINGTON
 QF0102  USGS QUAD   -  PRINCETON (1990)
 QF0102
 QF0102                         *CURRENT SURVEY CONTROL
 QF0102  ___________________________________________________________________
 QF0102* NAD 83(1986)-  45 14 18.     (N)    067 31 29.     (W)     SCALED    
 QF0102* NAVD 88     -        62.560  (meters)     205.25   (feet)  ADJUSTED  
 QF0102  ___________________________________________________________________
 QF0102  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 QF0102  DYNAMIC HT  -          62.559 (meters)     205.25  (feet)  COMP
 QF0102  MODELED GRAV-     980,599.5   (mgal)                       NAVD 88
 QF0102
 QF0102  VERT ORDER  -  SECOND    CLASS 0
 QF0102
 QF0102.The horizontal coordinates were scaled from a topographic map and have
 QF0102.an estimated accuracy of +/- 6 seconds.
 QF0102
 QF0102.The orthometric height was determined by differential leveling
 QF0102.and adjusted by the National Geodetic Survey in June 1991..
 QF0102
 QF0102.The geoid height was determined by GEOID03.
 QF0102
 QF0102.The dynamic height is computed by dividing the NAVD 88
 QF0102.geopotential number by the normal gravity value computed on the
 QF0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0102.degrees latitude (g = 980.6199 gals.).
 QF0102
 QF0102.The modeled gravity was interpolated from observed gravity values.
 QF0102
 QF0102;                    North         East    Units  Estimated Accuracy
 QF0102;SPC ME E     -   175,090.      376,570.      MT  (+/- 180 meters Scaled)
 QF0102
 QF0102                          SUPERSEDED SURVEY CONTROL
 QF0102
 QF0102  NGVD 29 (??/??/92)   62.755  (m)          205.89   (f) ADJ UNCH    2 0
 QF0102
 QF0102.Superseded values are not recommended for survey control.
 QF0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0102.See file dsdata.txt to determine how the superseded data were derived.
 QF0102
 QF0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL157104(NAD 83)
 QF0102_MARKER: DB = BENCH MARK DISK
 QF0102_SETTING: 80 = SET IN A BOULDER
 QF0102_SP_SET: BOULDER
 QF0102_STAMPING: 205.889 S 19 1933
 QF0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0102+STABILITY: SURFACE MOTION
 QF0102
 QF0102  HISTORY     - Date     Condition        Report By
 QF0102  HISTORY     - 1933     MONUMENTED       CGS
 QF0102
 QF0102                          STATION DESCRIPTION
 QF0102
 QF0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 QF0102'3 MI E FROM PRINCETON.
 QF0102'ABOUT 3 MILES EAST ALONG THE OLD ROADBED OF THE ABANDONED MAINE
 QF0102'CENTRAL RAILROAD FROM THE STATION AT PRINCETON, WASHINGTON
 QF0102'COUNTY, 17 POLES NORTHWEST OF A DIRT-ROAD CROSSING, ABOUT 200
 QF0102'FEET NORTHWEST OF A CULVERT, 5 YARDS SOUTHWEST OF THE CENTER LINE
 QF0102'OF THE OLD ROADBED, IN THE TOP OF A 2- BY 4-FOOT BOULDER, AND
 QF0102'ABOUT 1 FOOT ABOVE THE GROUND.  A STANDARD DISK, STAMPED 205.889
 QF0102'S 19 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0417 ***********************************************************************
 RF0417  DESIGNATION -  S 190
 RF0417  PID         -  RF0417
 RF0417  STATE/COUNTY-  ME/AROOSTOOK
 RF0417  USGS QUAD   -  UMSASKIS LAKE WEST (1986)
 RF0417
 RF0417                         *CURRENT SURVEY CONTROL
 RF0417  ___________________________________________________________________
 RF0417* NAD 83(1986)-  46 36 55.     (N)    069 26 22.     (W)     SCALED    
 RF0417* NAVD 88     -       348.269  (meters)    1142.61   (feet)  ADJUSTED  
 RF0417  ___________________________________________________________________
 RF0417  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 RF0417  DYNAMIC HT  -         348.281 (meters)    1142.65  (feet)  COMP
 RF0417  MODELED GRAV-     980,636.7   (mgal)                       NAVD 88
 RF0417
 RF0417  VERT ORDER  -  FIRST     CLASS II
 RF0417
 RF0417.The horizontal coordinates were scaled from a topographic map and have
 RF0417.an estimated accuracy of +/- 6 seconds.
 RF0417
 RF0417.The orthometric height was determined by differential leveling
 RF0417.and adjusted by the National Geodetic Survey in June 1991..
 RF0417
 RF0417.The geoid height was determined by GEOID03.
 RF0417
 RF0417.The dynamic height is computed by dividing the NAVD 88
 RF0417.geopotential number by the normal gravity value computed on the
 RF0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0417.degrees latitude (g = 980.6199 gals.).
 RF0417
 RF0417.The modeled gravity was interpolated from observed gravity values.
 RF0417
 RF0417;                    North         East    Units  Estimated Accuracy
 RF0417;SPC ME E     -   328,090.      228,050.      MT  (+/- 180 meters Scaled)
 RF0417
 RF0417                          SUPERSEDED SURVEY CONTROL
 RF0417
 RF0417.No superseded survey control is available for this station.
 RF0417
 RF0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM663625(NAD 83)
 RF0417_MARKER: DB = BENCH MARK DISK
 RF0417_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RF0417_SP_SET: STAINLESS STEEL ROD
 RF0417_STAMPING: S 190 1978
 RF0417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RF0417
 RF0417  HISTORY     - Date     Condition        Report By
 RF0417  HISTORY     - 1978     MONUMENTED       NGS
 RF0417
 RF0417                          STATION DESCRIPTION
 RF0417
 RF0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0417'4.95 MI EAST FROM CLAYTON LAKE.
 RF0417'4.95 MILES EAST ALONG THE MAIN TRAVELED GRAVEL ROAD FROM THE POST
 RF0417'OFFICE AT CLAYTON LAKE, 2.2 MILES EAST OF A SMALL BRIDGE OVER
 RF0417'PRIESTLY BROOK, 2.6 MILES WEST OF A BRIDGE OVER THE ALLAGASH WATER-
 RF0417'WAY, AT THE Y-JUNCTION OF AN OLD LOGGING ROAD LEADING NORTH, 59.0
 RF0417'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 25.0 WEST OF THE CENTER
 RF0417'LINE OF THE LOGGING ROAD, 7.6 FEET NORTHEAST OF A 13-INCH TRIANGLE
 RF0417'BLAZED FIR TREE. THE DISK IS 2 INCHES BELOW GROUND, ACCESS
 RF0417'TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0281 ***********************************************************************
 QF0281  DESIGNATION -  S 191
 QF0281  PID         -  QF0281
 QF0281  STATE/COUNTY-  ME/WASHINGTON
 QF0281  USGS QUAD   -  BROOKTON (1988)
 QF0281
 QF0281                         *CURRENT SURVEY CONTROL
 QF0281  ___________________________________________________________________
 QF0281* NAD 83(1986)-  45 31 46.     (N)    067 45 58.     (W)     SCALED    
 QF0281* NAVD 88     -       136.886  (meters)     449.10   (feet)  ADJUSTED  
 QF0281  ___________________________________________________________________
 QF0281  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 QF0281  DYNAMIC HT  -         136.886 (meters)     449.10  (feet)  COMP
 QF0281  MODELED GRAV-     980,613.4   (mgal)                       NAVD 88
 QF0281
 QF0281  VERT ORDER  -  FIRST     CLASS II
 QF0281
 QF0281.The horizontal coordinates were scaled from a topographic map and have
 QF0281.an estimated accuracy of +/- 6 seconds.
 QF0281
 QF0281.The orthometric height was determined by differential leveling
 QF0281.and adjusted by the National Geodetic Survey in June 1991..
 QF0281
 QF0281.The geoid height was determined by GEOID03.
 QF0281
 QF0281.The dynamic height is computed by dividing the NAVD 88
 QF0281.geopotential number by the normal gravity value computed on the
 QF0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0281.degrees latitude (g = 980.6199 gals.).
 QF0281
 QF0281.The modeled gravity was interpolated from observed gravity values.
 QF0281
 QF0281;                    North         East    Units  Estimated Accuracy
 QF0281;SPC ME E     -   207,240.      357,320.      MT  (+/- 180 meters Scaled)
 QF0281
 QF0281                          SUPERSEDED SURVEY CONTROL
 QF0281
 QF0281.No superseded survey control is available for this station.
 QF0281
 QF0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL963425(NAD 83)
 QF0281_MARKER: DB = BENCH MARK DISK
 QF0281_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QF0281_SP_SET: STAINLESS STEEL ROD
 QF0281_STAMPING: S 191 1978
 QF0281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QF0281
 QF0281  HISTORY     - Date     Condition        Report By
 QF0281  HISTORY     - 1978     MONUMENTED       NGS
 QF0281
 QF0281                          STATION DESCRIPTION
 QF0281
 QF0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0281'BROOKTON.
 QF0281'AT BROOKTON, 75.0 FEET SOUTHEAST OF THE JUNCTION OF U.S. HIGHWAY 1
 QF0281'AND FOREST STATION ROAD AND LAKE ROAD, 56.3 FEET WEST OF THE
 QF0281'NORTHWEST CORNER OF A TWO STORY WOOD FRAME HOUSE WITH MOTEL ROOMS
 QF0281'ATTACHED ON THE SOUTH SIDE AND BELONGING TO A. GILMAN, 31.5 FEET
 QF0281'SOUTH OF POWER POLE NUMBER 4 157 WITH ONE TRANSFORMER AND ONE
 QF0281'LIGHT, 21.5 FEET EAST OF THE CENTER LINE OF HIGHWAY, 9.5 FEET SOUTH
 QF0281'OF A 28-INCH ELM TREE, 8.0 FEET NORTH OF A 32-INCH ELM TREE. DISK
 QF0281'IS 4 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH
 QF0281'PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0230 ***********************************************************************
 QF0230  DESIGNATION -  S 192
 QF0230  PID         -  QF0230
 QF0230  STATE/COUNTY-  ME/AROOSTOOK
 QF0230  USGS QUAD   -  NORTH AMITY (1989)
 QF0230
 QF0230                         *CURRENT SURVEY CONTROL
 QF0230  ___________________________________________________________________
 QF0230* NAD 83(1986)-  45 57 28.     (N)    067 50 02.     (W)     SCALED    
 QF0230* NAVD 88     -       158.218  (meters)     519.09   (feet)  ADJUSTED  
 QF0230  ___________________________________________________________________
 QF0230  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 QF0230  DYNAMIC HT  -         158.224 (meters)     519.11  (feet)  COMP
 QF0230  MODELED GRAV-     980,650.8   (mgal)                       NAVD 88
 QF0230  OBS GRAVITY -     980,651.9   (mgal)                       GRAV_OBS
 QF0230
 QF0230  VERT ORDER  -  FIRST     CLASS II
 QF0230
 QF0230.The horizontal coordinates were scaled from a topographic map and have
 QF0230.an estimated accuracy of +/- 6 seconds.
 QF0230
 QF0230.The orthometric height was determined by differential leveling
 QF0230.and adjusted by the National Geodetic Survey in June 1991..
 QF0230
 QF0230.The geoid height was determined by GEOID03.
 QF0230
 QF0230.The dynamic height is computed by dividing the NAVD 88
 QF0230.geopotential number by the normal gravity value computed on the
 QF0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0230.degrees latitude (g = 980.6199 gals.).
 QF0230
 QF0230.The modeled gravity was interpolated from observed gravity values.
 QF0230.The observed gravity was obtained from relative gravimeter ties
 QF0230.to the IGSN71 gravity network.
 QF0230
 QF0230;                    North         East    Units  Estimated Accuracy
 QF0230;SPC ME E     -   254,800.      351,630.      MT  (+/- 180 meters Scaled)
 QF0230
 QF0230                          SUPERSEDED SURVEY CONTROL
 QF0230
 QF0230.No superseded survey control is available for this station.
 QF0230
 QF0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL903900(NAD 83)
 QF0230_MARKER: DB = BENCH MARK DISK
 QF0230_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QF0230_SP_SET: STAINLESS STEEL ROD
 QF0230_STAMPING: S 192 1978
 QF0230_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QF0230
 QF0230  HISTORY     - Date     Condition        Report By
 QF0230  HISTORY     - 1978     MONUMENTED       NGS
 QF0230  HISTORY     - 1982     GOOD             NGS
 QF0230
 QF0230                          STATION DESCRIPTION
 QF0230
 QF0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0230'1.1 MI NORTH FROM NORTH AMITY.
 QF0230'1.1 MILES NORTH ALONG U.S. HIGHWAY 1 FROM THE AMITY BAPTIST CHURCH AT
 QF0230'NORTH AMITY, AT THE CARY-AMITY TOWN LINE, 75 YARDS SOUTH OF CENTER
 QF0230'LINE OF A GRAVEL DRIVE LEADING EAST, 78.1 FT. NORTHEAST OF AND ACROSS
 QF0230'THE HIGHWAY FROM POWER POLE 193 WITH ONE TRANSFORMER AND ONE GUY WIRE,
 QF0230'32.5 FT. NORTHWEST OF A TWIN TRUNKED 24-INCH OAK TREE, 35.9 FT. EAST
 QF0230'OF CENTER LINE OF THE HIGHWAY, 3.4 FT. EAST OF A 6-INCH SQUARE WOOD
 QF0230'TOWN LINE MARKER POST. THE DISK IS 4 INCHES BELOW GROUND, ACCESS TO
 QF0230'WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 QF0230
 QF0230                          STATION RECOVERY (1982)
 QF0230
 QF0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QF0230'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0208 ***********************************************************************
 QF0208  DESIGNATION -  S 193
 QF0208  PID         -  QF0208
 QF0208  STATE/COUNTY-  ME/WASHINGTON
 QF0208  USGS QUAD   -  VANCEBORO (1988)
 QF0208
 QF0208                         *CURRENT SURVEY CONTROL
 QF0208  ___________________________________________________________________
 QF0208* NAD 83(1986)-  45 32 32.     (N)    067 27 31.     (W)     SCALED    
 QF0208* NAVD 88     -       124.158  (meters)     407.34   (feet)  ADJUSTED  
 QF0208  ___________________________________________________________________
 QF0208  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 QF0208  DYNAMIC HT  -         124.158 (meters)     407.34  (feet)  COMP
 QF0208  MODELED GRAV-     980,616.9   (mgal)                       NAVD 88
 QF0208
 QF0208  VERT ORDER  -  FIRST     CLASS II
 QF0208
 QF0208.The horizontal coordinates were scaled from a topographic map and have
 QF0208.an estimated accuracy of +/- 6 seconds.
 QF0208
 QF0208.The orthometric height was determined by differential leveling
 QF0208.and adjusted by the National Geodetic Survey in June 1991..
 QF0208
 QF0208.The geoid height was determined by GEOID03.
 QF0208
 QF0208.The dynamic height is computed by dividing the NAVD 88
 QF0208.geopotential number by the normal gravity value computed on the
 QF0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0208.degrees latitude (g = 980.6199 gals.).
 QF0208
 QF0208.The modeled gravity was interpolated from observed gravity values.
 QF0208
 QF0208;                    North         East    Units  Estimated Accuracy
 QF0208;SPC ME E     -   208,930.      381,320.      MT  (+/- 180 meters Scaled)
 QF0208
 QF0208                          SUPERSEDED SURVEY CONTROL
 QF0208
 QF0208.No superseded survey control is available for this station.
 QF0208
 QF0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL203443(NAD 83)
 QF0208_MARKER: DB = BENCH MARK DISK
 QF0208_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QF0208_SP_SET: STAINLESS STEEL ROD
 QF0208_STAMPING: S 193 1978
 QF0208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QF0208
 QF0208  HISTORY     - Date     Condition        Report By
 QF0208  HISTORY     - 1978     MONUMENTED       NGS
 QF0208
 QF0208                          STATION DESCRIPTION
 QF0208
 QF0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0208'2.2 MI SW FROM VANCEBORO.
 QF0208'2.2 MILES SOUTHWEST ALONG STATE HIGHWAY 6 FROM THE CANADIAN PACIFIC
 QF0208'RAILROAD CROSSING AT VANCEBORO, 101.0 FEET SOUTHEAST OF AND ACROSS
 QF0208'THE HIGHWAY FROM POWER POLE NUMBER 2 305, 37.3 FEET SOUTH OF THE
 QF0208'CENTER LINE OF HIGHWAY, 11.8 FEET NORTHWEST OF A TRIANGULAR BLAZED
 QF0208'8-INCH POPLAR TREE. DISK IS 4 INCHES BELOW GROUND, ACCESS TO WHICH
 QF0208'IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0247 ***********************************************************************
 QF0247  DESIGNATION -  S 194
 QF0247  PID         -  QF0247
 QF0247  STATE/COUNTY-  ME/WASHINGTON
 QF0247  USGS QUAD   -  PRINCETON (1990)
 QF0247
 QF0247                         *CURRENT SURVEY CONTROL
 QF0247  ___________________________________________________________________
 QF0247* NAD 83(1996)-  45 12 00.87625(N)    067 31 01.78477(W)     ADJUSTED  
 QF0247* NAVD 88     -        83.025  (meters)     272.39   (feet)  ADJUSTED  
 QF0247  ___________________________________________________________________
 QF0247  X           -   1,721,544.930 (meters)                     COMP
 QF0247  Y           -  -4,159,700.903 (meters)                     COMP
 QF0247  Z           -   4,503,098.831 (meters)                     COMP
 QF0247  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 QF0247  ELLIP HEIGHT-          59.39  (meters)          (03/06/98) GPS OBS
 QF0247  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 QF0247  DYNAMIC HT  -          83.023 (meters)     272.38  (feet)  COMP
 QF0247  MODELED GRAV-     980,598.0   (mgal)                       NAVD 88
 QF0247
 QF0247  HORZ ORDER  -  FIRST
 QF0247  VERT ORDER  -  FIRST     CLASS II
 QF0247  ELLP ORDER  -  FOURTH    CLASS I
 QF0247
 QF0247.The horizontal coordinates were established by GPS observations
 QF0247.and adjusted by the National Geodetic Survey in March 1998..
 QF0247
 QF0247.The orthometric height was determined by differential leveling
 QF0247.and adjusted by the National Geodetic Survey in June 1991..
 QF0247
 QF0247.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QF0247
 QF0247.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0247
 QF0247.The ellipsoidal height was determined by GPS observations
 QF0247.and is referenced to NAD 83.
 QF0247
 QF0247.The geoid height was determined by GEOID03.
 QF0247
 QF0247.The dynamic height is computed by dividing the NAVD 88
 QF0247.geopotential number by the normal gravity value computed on the
 QF0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0247.degrees latitude (g = 980.6199 gals.).
 QF0247
 QF0247.The modeled gravity was interpolated from observed gravity values.
 QF0247
 QF0247;                    North         East     Units Scale Factor Converg.
 QF0247;SPC ME E     -   170,865.044   377,215.489   MT  0.99997329   +0 41 50.7
 QF0247;UTM  19      - 5,006,264.776   616,462.415   MT  0.99976677   +1 03 08.3
 QF0247
 QF0247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0247!SPC ME E     -   0.99999069  x   0.99997329  =   0.99996398
 QF0247!UTM  19      -   0.99999069  x   0.99976677  =   0.99975746
 QF0247
 QF0247                          SUPERSEDED SURVEY CONTROL
 QF0247
 QF0247  NAD 83(1992)-  45 12 00.87312(N)    067 31 01.78414(W) AD(       ) 1
 QF0247  ELLIP H (01/28/95)   59.46   (m)                       GP(       ) 4 2
 QF0247  NAD 83(1986)-  45 12 00.87571(N)    067 31 01.79712(W) AD(       ) 1
 QF0247  NGVD 29 (11/20/87)   83.21   (m)          273.0    (f) LEVELING    3  
 QF0247
 QF0247.Superseded values are not recommended for survey control.
 QF0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0247.See file dsdata.txt to determine how the superseded data were derived.
 QF0247
 QF0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL1646206265(NAD 83)
 QF0247_MARKER: DB = BENCH MARK DISK
 QF0247_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QF0247_SP_SET: STAINLESS STEEL ROD
 QF0247_STAMPING: S 194 1978
 QF0247_MAGNETIC: I = MARKER IS A STEEL ROD
 QF0247_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QF0247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QF0247+SATELLITE: SATELLITE OBSERVATIONS - 1985
 QF0247
 QF0247  HISTORY     - Date     Condition        Report By
 QF0247  HISTORY     - 1978     MONUMENTED       NGS
 QF0247  HISTORY     - 1985     GOOD             NGS
 QF0247
 QF0247                          STATION DESCRIPTION
 QF0247
 QF0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0247'3.3 MI SE FROM PRINCETON.
 QF0247'3.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 QF0247'PRINCETON, AT A TRACK RAOD LEADING SOUTHWEST, 202.5 FEET NORTHWEST
 QF0247'OF POWER POLE NUMBER 210, 164.2 FEET SOUTHEAST OF POWER POLE
 QF0247'NUMBER 211, 36.4 FEET SOUTHWEST OF THE CENTER LINE OF HIGHWAY, 19.5
 QF0247'FEET NORTHWEST OF THE CENTER LINE OF TRACK ROAD, 7.5 FEET SOUTH OF
 QF0247'A POWER POLE. DISK IS 5 INCHES BELOW GROUND, ACCESS TO WHICH IS
 QF0247'HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 QF0247
 QF0247                          STATION RECOVERY (1985)
 QF0247
 QF0247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (MRM)
 QF0247'THE STATION WAS RECOVERED AT THIS DATE.
 QF0247'
 QF0247'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI)
 QF0247'SOUTHEAST OF PRINCETON,
 QF0247'4.0 KM (2.5 MI) EAST OF THE PRINCETON MUNICIPAL AIRPORT, ALONG U.S.
 QF0247'HIGHWAY 1, IN A CLEARED RIGHT-OF-WAY OF A UTILITY LINE.
 QF0247'OWNERSHIP--UNKNOWN.
 QF0247'
 QF0247'TO REACH THE STATION FROM THE POST OFFICE IN PRINCETON, GO
 QF0247'SOUTHEAST FOR 4.3 KM (2.7 MI) ON U.S. HIGHWAY 1 TO AN ELECTRIC
 QF0247'SUBSTATION ON THE RIGHT.  CONTINUE AHEAD FOR 0.8 KM (0.5 MI) ON
 QF0247'HIGHWAY 1 TO A GRAVEL ROAD RIGHT.  CONTINUE AHEAD FOR 0.2 KM (0.15
 QF0247'MI) ON HIGHWAY 1 TO THE STATION ON THE RIGHT, ACROSS HIGHWAY FROM A
 QF0247'GRAVEL DRIVE TO A HOUSE TRAILER.
 QF0247'
 QF0247'THE STATION IS A STANDARD NGS VERTICAL CONTROL DISK
 QF0247'STAMPED---S 194 1978---,
 QF0247'CRIMPED TO THE TOP OF A STAINLESS STEEL ROD RECESSED 12 CM BELOW
 QF0247'GROUND ENCASED IN A PLASTIC PIPE.  LOCATED
 QF0247'11.2 METERS (36.7 FT) SOUTHWEST FROM THE APPROXIMATE CENTER OF THE
 QF0247'HIGHWAY,
 QF0247'2.2 METERS (7.2 FT) SOUTHEAST FROM A UTILITY POLE,
 QF0247'0.8 METERS (2.6 FT) SOUTHWEST FROM A METAL WITNESS POST AND ABOUT
 QF0247'0.5 METERS (1.6 FT) LOWER THAN THE HIGHWAY.
 QF0247'
 QF0247'FAA AIRPORT SURVEYS, MAINE, OCTOBER-NOVEMBER 1985.
 QF0247'
 QF0247'THIS STATION SUITABLE FOR GPS SURVEYS.
 QF0247'
 QF0247'DESCRIBED BY G.R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0529 ***********************************************************************
 RF0529  DESIGNATION -  S 195
 RF0529  PID         -  RF0529
 RF0529  STATE/COUNTY-  ME/AROOSTOOK
 RF0529  USGS QUAD   -  MC NALLY RIDGE (1986)
 RF0529
 RF0529                         *CURRENT SURVEY CONTROL
 RF0529  ___________________________________________________________________
 RF0529* NAD 83(1986)-  46 20 24.     (N)    068 21 14.     (W)     SCALED    
 RF0529* NAVD 88     -       259.346  (meters)     850.87   (feet)  ADJUSTED  
 RF0529  ___________________________________________________________________
 RF0529  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 RF0529  DYNAMIC HT  -         259.360 (meters)     850.92  (feet)  COMP
 RF0529  MODELED GRAV-     980,662.1   (mgal)                       NAVD 88
 RF0529
 RF0529  VERT ORDER  -  FIRST     CLASS II
 RF0529
 RF0529.The horizontal coordinates were scaled from a topographic map and have
 RF0529.an estimated accuracy of +/- 6 seconds.
 RF0529
 RF0529.The orthometric height was determined by differential leveling
 RF0529.and adjusted by the National Geodetic Survey in June 1991..
 RF0529
 RF0529.The geoid height was determined by GEOID03.
 RF0529
 RF0529.The dynamic height is computed by dividing the NAVD 88
 RF0529.geopotential number by the normal gravity value computed on the
 RF0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0529.degrees latitude (g = 980.6199 gals.).
 RF0529
 RF0529.The modeled gravity was interpolated from observed gravity values.
 RF0529
 RF0529;                    North         East    Units  Estimated Accuracy
 RF0529;SPC ME E     -   297,070.      311,250.      MT  (+/- 180 meters Scaled)
 RF0529
 RF0529                          SUPERSEDED SURVEY CONTROL
 RF0529
 RF0529.No superseded survey control is available for this station.
 RF0529
 RF0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM497320(NAD 83)
 RF0529_MARKER: DB = BENCH MARK DISK
 RF0529_SETTING: 66 = SET IN ROCK OUTCROP
 RF0529_SP_SET: OUTCROP
 RF0529_STAMPING: S 195 1978
 RF0529_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RF0529+STABILITY: POSITION/ELEVATION WELL
 RF0529
 RF0529  HISTORY     - Date     Condition        Report By
 RF0529  HISTORY     - 1978     MONUMENTED       NGS
 RF0529
 RF0529                          STATION DESCRIPTION
 RF0529
 RF0529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RF0529'12.4 MI SOUTH FROM MASARDIS.
 RF0529'12.4 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE CONCRETE BRIDGE
 RF0529'OVER THE ST. CROIX STREAM AT MASARDIS, 0.45 MILE SOUTH OF A SMALL
 RF0529'BRIDGE OVER BLOODY BROOK, 78.0 FEET EAST OF THE CENTER LINE OF
 RF0529'THE HIGHWAY, 12.3 FEET WEST OF A 9-INCH TRIANGULAR BLAZED FIR TREE,
 RF0529'IN THE TOP AND 5.8 FEET NORTHEAST OF THE SOUTHWEST END OF A 19 BY
 RF0529'4-FT. MOSS COVERED OUTCROP 1 FOOT ABOVE GROUND, 0.8 FOOT NORTHWEST
 RF0529'OF THE NORTHEAST EDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0085 ***********************************************************************
 SF0085  DESIGNATION -  S 196
 SF0085  PID         -  SF0085
 SF0085  STATE/COUNTY-  ME/AROOSTOOK
 SF0085  USGS QUAD   -  FORT KENT NORTH (1985)
 SF0085
 SF0085                         *CURRENT SURVEY CONTROL
 SF0085  ___________________________________________________________________
 SF0085* NAD 83(1986)-  47 15 00.     (N)    068 35 32.     (W)     SCALED    
 SF0085* NAVD 88     -       156.893  (meters)     514.74   (feet)  ADJUSTED  
 SF0085  ___________________________________________________________________
 SF0085  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 SF0085  DYNAMIC HT  -         156.915 (meters)     514.81  (feet)  COMP
 SF0085  MODELED GRAV-     980,754.4   (mgal)                       NAVD 88
 SF0085  OBS GRAVITY -     980,751.1   (mgal)                       GRAV_OBS
 SF0085
 SF0085  VERT ORDER  -  FIRST     CLASS II
 SF0085
 SF0085.The horizontal coordinates were scaled from a topographic map and have
 SF0085.an estimated accuracy of +/- 6 seconds.
 SF0085
 SF0085.The orthometric height was determined by differential leveling
 SF0085.and adjusted by the National Geodetic Survey in June 1991..
 SF0085
 SF0085.The geoid height was determined by GEOID03.
 SF0085
 SF0085.The dynamic height is computed by dividing the NAVD 88
 SF0085.geopotential number by the normal gravity value computed on the
 SF0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0085.degrees latitude (g = 980.6199 gals.).
 SF0085
 SF0085.The modeled gravity was interpolated from observed gravity values.
 SF0085.The observed gravity was obtained from relative gravimeter ties
 SF0085.to the IGSN71 gravity network.
 SF0085
 SF0085;                    North         East    Units  Estimated Accuracy
 SF0085;SPC ME E     -   398,220.      293,020.      MT  (+/- 180 meters Scaled)
 SF0085
 SF0085                          SUPERSEDED SURVEY CONTROL
 SF0085
 SF0085.No superseded survey control is available for this station.
 SF0085
 SF0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN308330(NAD 83)
 SF0085_MARKER: I = METAL ROD
 SF0085_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 SF0085_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 SF0085_STAMPING: S 196 1978
 SF0085_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SF0085+STABILITY: POSITION/ELEVATION WELL
 SF0085
 SF0085  HISTORY     - Date     Condition        Report By
 SF0085  HISTORY     - 1978     MONUMENTED       NGS
 SF0085
 SF0085                          STATION DESCRIPTION
 SF0085
 SF0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 SF0085'FORT KENT.
 SF0085'AT THE FORT KENT POST OFFICE, SET IN LINE WITH THE NORTHEAST WALL OF
 SF0085'THE POST OFFICE, 43.0 FT. SOUTHEAST OF THE CENTER LINE OF THE STATE
 SF0085'HIGHWAY 161, MAIN STREET, 17.0 FT. SOUTHEAST OF PHONE, POWER AND
 SF0085'STREET LAMP POLE 11, 13.5 FT. NORTHWEST OF THE NORTH C RNER OF THE
 SF0085'POST OFFICE, AND 8.0 FT. SOUTHWEST OF A FLAGPOLE, THIS BENCH MARK
 SF0085'HAS BEEN DESIGNATED A BASIC NET A LEVEL LINE BORDER JUNCTION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0481 ***********************************************************************
 PD0481  DESIGNATION -  S 197
 PD0481  PID         -  PD0481
 PD0481  STATE/COUNTY-  ME/WASHINGTON
 PD0481  USGS QUAD   -  MACHIAS (1977)
 PD0481
 PD0481                         *CURRENT SURVEY CONTROL
 PD0481  ___________________________________________________________________
 PD0481* NAD 83(1986)-  44 43 08.     (N)    067 22 34.     (W)     SCALED    
 PD0481* NAVD 88     -        31.521  (meters)     103.42   (feet)  ADJUSTED  
 PD0481  ___________________________________________________________________
 PD0481  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 PD0481  DYNAMIC HT  -          31.521 (meters)     103.42  (feet)  COMP
 PD0481  MODELED GRAV-     980,597.8   (mgal)                       NAVD 88
 PD0481
 PD0481  VERT ORDER  -  FIRST     CLASS II
 PD0481
 PD0481.The horizontal coordinates were scaled from a topographic map and have
 PD0481.an estimated accuracy of +/- 6 seconds.
 PD0481
 PD0481.The orthometric height was determined by differential leveling
 PD0481.and adjusted by the National Geodetic Survey in June 1991..
 PD0481
 PD0481.The geoid height was determined by GEOID03.
 PD0481
 PD0481.The dynamic height is computed by dividing the NAVD 88
 PD0481.geopotential number by the normal gravity value computed on the
 PD0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0481.degrees latitude (g = 980.6199 gals.).
 PD0481
 PD0481.The modeled gravity was interpolated from observed gravity values.
 PD0481
 PD0481;                    North         East    Units  Estimated Accuracy
 PD0481;SPC ME E     -   117,520.      389,040.      MT  (+/- 180 meters Scaled)
 PD0481
 PD0481                          SUPERSEDED SURVEY CONTROL
 PD0481
 PD0481.No superseded survey control is available for this station.
 PD0481
 PD0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK286530(NAD 83)
 PD0481_MARKER: DB = BENCH MARK DISK
 PD0481_SETTING: 66 = SET IN ROCK OUTCROP
 PD0481_SP_SET: LEDGE
 PD0481_STAMPING: S 197 1978
 PD0481_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0481+STABILITY: POSITION/ELEVATION WELL
 PD0481
 PD0481  HISTORY     - Date     Condition        Report By
 PD0481  HISTORY     - 1978     MONUMENTED       NGS
 PD0481
 PD0481                          STATION DESCRIPTION
 PD0481
 PD0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PD0481'1.9 MI SE FROM EAST MACHIAS.
 PD0481'1.9 MILES SOUTHEAST ALONG STATE HIGHWAY 191 FROM THE JUNCTIONS OF
 PD0481'U.S. HIGHWAY 1 AT EAST MACHIAS, 0.15 MILE SOUTH OF THE MACHIASPORT
 PD0481'TOWN LINE, AT THE T-JUNCTION OF WINDING GRAVEL ROAD LEADING EAST,
 PD0481'233.0 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 56.0 FEET SOUTH
 PD0481'OF THE CENTER LINE OF THE DIRT ROAD, IN THE TOP OF A LARGE SLOPING
 PD0481'ROCK LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0515 ***********************************************************************
 PD0515  DESIGNATION -  S 198
 PD0515  PID         -  PD0515
 PD0515  STATE/COUNTY-  ME/WASHINGTON
 PD0515  USGS QUAD   -  WEST LUBEC (1975)
 PD0515
 PD0515                         *CURRENT SURVEY CONTROL
 PD0515  ___________________________________________________________________
 PD0515* NAD 83(1986)-  44 52 24.     (N)    067 01 07.     (W)     SCALED    
 PD0515* NAVD 88     -        14.040  (meters)      46.06   (feet)  ADJUSTED  
 PD0515  ___________________________________________________________________
 PD0515  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 PD0515  DYNAMIC HT  -          14.040 (meters)      46.06  (feet)  COMP
 PD0515  MODELED GRAV-     980,622.6   (mgal)                       NAVD 88
 PD0515
 PD0515  VERT ORDER  -  FIRST     CLASS II
 PD0515
 PD0515.The horizontal coordinates were scaled from a topographic map and have
 PD0515.an estimated accuracy of +/- 6 seconds.
 PD0515
 PD0515.The orthometric height was determined by differential leveling
 PD0515.and adjusted by the National Geodetic Survey in June 1991..
 PD0515
 PD0515.The geoid height was determined by GEOID03.
 PD0515
 PD0515.The dynamic height is computed by dividing the NAVD 88
 PD0515.geopotential number by the normal gravity value computed on the
 PD0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0515.degrees latitude (g = 980.6199 gals.).
 PD0515
 PD0515.The modeled gravity was interpolated from observed gravity values.
 PD0515
 PD0515;                    North         East    Units  Estimated Accuracy
 PD0515;SPC ME E     -   135,140.      417,050.      MT  (+/- 180 meters Scaled)
 PD0515
 PD0515                          SUPERSEDED SURVEY CONTROL
 PD0515
 PD0515.No superseded survey control is available for this station.
 PD0515
 PD0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK565707(NAD 83)
 PD0515_MARKER: DB = BENCH MARK DISK
 PD0515_SETTING: 66 = SET IN ROCK OUTCROP
 PD0515_SP_SET: OUTCROP
 PD0515_STAMPING: S 198 1978
 PD0515_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0515+STABILITY: POSITION/ELEVATION WELL
 PD0515
 PD0515  HISTORY     - Date     Condition        Report By
 PD0515  HISTORY     - 1978     MONUMENTED       NGS
 PD0515
 PD0515                          STATION DESCRIPTION
 PD0515
 PD0515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PD0515'2.75 MI NORTH FROM LUBEC.
 PD0515'2.75 MILES NORTH ALONG NORTH LUBEC ROAD FROM THE JUNCTION OF STATE
 PD0515'HGIHWAY 189 AT LUBEC, 0.3 MILE SOUTH OF A SMALL CEMETERY, AT A
 PD0515'CONSPICUOUS 8-FT. ROCK OUTCROP, IN THE TOP OF THE HIGHEST POINT,
 PD0515'3 FEET ABOVE GROUND, 9.3 FEET SOUTHWEST OF A LONE 12-INCH WHITE
 PD0515'BIRCH TREE LEANING TO THE NORTHEAST, 28.0 FEET NORTHWEST OF THE
 PD0515'CENTER LINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0184 ***********************************************************************
 QG0184  DESIGNATION -  S 2
 QG0184  PID         -  QG0184
 QG0184  STATE/COUNTY-  ME/PENOBSCOT
 QG0184  USGS QUAD   -  LINCOLN CENTER (1988)
 QG0184
 QG0184                         *CURRENT SURVEY CONTROL
 QG0184  ___________________________________________________________________
 QG0184* NAD 83(1986)-  45 26 52.     (N)    068 29 39.     (W)     SCALED    
 QG0184* NAVD 88     -        77.577  (meters)     254.52   (feet)  ADJUSTED  
 QG0184  ___________________________________________________________________
 QG0184  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 QG0184  DYNAMIC HT  -          77.577 (meters)     254.52  (feet)  COMP
 QG0184  MODELED GRAV-     980,620.1   (mgal)                       NAVD 88
 QG0184
 QG0184  VERT ORDER  -  FIRST     CLASS II
 QG0184
 QG0184.The horizontal coordinates were scaled from a topographic map and have
 QG0184.an estimated accuracy of +/- 6 seconds.
 QG0184
 QG0184.The orthometric height was determined by differential leveling
 QG0184.and adjusted by the National Geodetic Survey in June 1991..
 QG0184
 QG0184.The geoid height was determined by GEOID03.
 QG0184
 QG0184.The dynamic height is computed by dividing the NAVD 88
 QG0184.geopotential number by the normal gravity value computed on the
 QG0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0184.degrees latitude (g = 980.6199 gals.).
 QG0184
 QG0184.The modeled gravity was interpolated from observed gravity values.
 QG0184
 QG0184;                    North         East    Units  Estimated Accuracy
 QG0184;SPC ME E     -   197,900.      300,460.      MT  (+/- 180 meters Scaled)
 QG0184
 QG0184                          SUPERSEDED SURVEY CONTROL
 QG0184
 QG0184  NGVD 29 (??/??/92)   77.757  (m)          255.11   (f) ADJ UNCH    1 2
 QG0184
 QG0184.Superseded values are not recommended for survey control.
 QG0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0184.See file dsdata.txt to determine how the superseded data were derived.
 QG0184
 QG0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL395328(NAD 83)
 QG0184_MARKER: DB = BENCH MARK DISK
 QG0184_SETTING: 80 = SET IN A BOULDER
 QG0184_SP_SET: BOULDER
 QG0184_STAMPING: ELEV 255.108 FT S 2 1916
 QG0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0184+STABILITY: SURFACE MOTION
 QG0184
 QG0184  HISTORY     - Date     Condition        Report By
 QG0184  HISTORY     - 1916     MONUMENTED       CGS
 QG0184
 QG0184                          STATION DESCRIPTION
 QG0184
 QG0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1916
 QG0184'0.8 MI SW FROM CHESTER.
 QG0184'0.8 MILE SOUTHWEST ALONG THE CANADIAN PACIFIC RAILWAY FROM CHESTER,
 QG0184'PENOBSCOT COUNTY, 15 POLES WEST OF THE WEST SIDING SWITCH,
 QG0184'23 POLES WEST OF MILEPOST 70, 17-3/4 POLES EAST OF MILEPOST 71,
 QG0184'12 YARDS SOUTH OF THE CENTER LINE OF THE TRACK, IN THE TOP OF A
 QG0184'2- BY 3-FOOT BOULDER, AND ABOUT 1 FOOT ABOVE THE GROUND.  A
 QG0184'STANDARD DISK, STAMPED ELEV 255.108 FT S 2 1916.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0176 ***********************************************************************
 QF0176  DESIGNATION -  S 20 RESET 1960
 QF0176  PID         -  QF0176
 QF0176  STATE/COUNTY-  ME/AROOSTOOK
 QF0176  USGS QUAD   -  ORIENT (1989)
 QF0176
 QF0176                         *CURRENT SURVEY CONTROL
 QF0176  ___________________________________________________________________
 QF0176* NAD 83(1986)-  45 50 08.     (N)    067 50 54.     (W)     SCALED    
 QF0176* NAVD 88     -       136.105  (meters)     446.54   (feet)  ADJUSTED  
 QF0176  ___________________________________________________________________
 QF0176  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 QF0176  DYNAMIC HT  -         136.108 (meters)     446.55  (feet)  COMP
 QF0176  MODELED GRAV-     980,638.6   (mgal)                       NAVD 88
 QF0176
 QF0176  VERT ORDER  -  FIRST     CLASS II
 QF0176
 QF0176.The horizontal coordinates were scaled from a topographic map and have
 QF0176.an estimated accuracy of +/- 6 seconds.
 QF0176
 QF0176.The orthometric height was determined by differential leveling
 QF0176.and adjusted by the National Geodetic Survey in June 1991..
 QF0176
 QF0176.The geoid height was determined by GEOID03.
 QF0176
 QF0176.The dynamic height is computed by dividing the NAVD 88
 QF0176.geopotential number by the normal gravity value computed on the
 QF0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0176.degrees latitude (g = 980.6199 gals.).
 QF0176
 QF0176.The modeled gravity was interpolated from observed gravity values.
 QF0176
 QF0176;                    North         East    Units  Estimated Accuracy
 QF0176;SPC ME E     -   241,200.      350,620.      MT  (+/- 180 meters Scaled)
 QF0176
 QF0176                          SUPERSEDED SURVEY CONTROL
 QF0176
 QF0176.No superseded survey control is available for this station.
 QF0176
 QF0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL894764(NAD 83)
 QF0176_MARKER: DB = BENCH MARK DISK
 QF0176_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QF0176_SP_SET: BRIDGE
 QF0176_STAMPING: S 20 RESET 1960
 QF0176_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QF0176
 QF0176  HISTORY     - Date     Condition        Report By
 QF0176  HISTORY     - 1960     MONUMENTED       MEHD
 QF0176  HISTORY     - 1978     GOOD             NGS
 QF0176
 QF0176                          STATION DESCRIPTION
 QF0176
 QF0176'DESCRIBED BY MAINE HIGHWAY DEPARTMENT (NOW MEDT) 1960
 QF0176'1.4 MI N FROM ORIENT.
 QF0176'THE MARK IS LOCATED 1.4 MILES NORTH ALONG U.S. HIGHWAY FROM THE
 QF0176'ROAD JUNCTION AT ORIENT, 0.2 MILE SOUTH OF THE JUNCTION OF A
 QF0176'DIRT ROAD LEADING SOUTHEAST, AT A CONCRETE BRIDGE OVER SKAGROCK
 QF0176'BROOK, IN THE TOP OF THE EAST WINGWALL, 18 FEET SOUTHEAST OF THE
 QF0176'HIGHWAY CENTERLINE AND LEVEL WITH THE HIGHWAY.
 QF0176
 QF0176                          STATION RECOVERY (1978)
 QF0176
 QF0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QF0176'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0305 ***********************************************************************
 QF0305  DESIGNATION -  S 200
 QF0305  PID         -  QF0305
 QF0305  STATE/COUNTY-  ME/WASHINGTON
 QF0305  USGS QUAD   -  ROBBINSTON (1977)
 QF0305
 QF0305                         *CURRENT SURVEY CONTROL
 QF0305  ___________________________________________________________________
 QF0305* NAD 83(1986)-  45 02 49.     (N)    067 06 56.     (W)     SCALED    
 QF0305* NAVD 88     -        47.356  (meters)     155.37   (feet)  ADJUSTED  
 QF0305  ___________________________________________________________________
 QF0305  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 QF0305  DYNAMIC HT  -          47.357 (meters)     155.37  (feet)  COMP
 QF0305  MODELED GRAV-     980,626.6   (mgal)                       NAVD 88
 QF0305
 QF0305  VERT ORDER  -  FIRST     CLASS II
 QF0305
 QF0305.The horizontal coordinates were scaled from a topographic map and have
 QF0305.an estimated accuracy of +/- 6 seconds.
 QF0305
 QF0305.The orthometric height was determined by differential leveling
 QF0305.and adjusted by the National Geodetic Survey in June 1991..
 QF0305
 QF0305.The geoid height was determined by GEOID03.
 QF0305
 QF0305.The dynamic height is computed by dividing the NAVD 88
 QF0305.geopotential number by the normal gravity value computed on the
 QF0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0305.degrees latitude (g = 980.6199 gals.).
 QF0305
 QF0305.The modeled gravity was interpolated from observed gravity values.
 QF0305
 QF0305;                    North         East    Units  Estimated Accuracy
 QF0305;SPC ME E     -   154,290.      409,060.      MT  (+/- 180 meters Scaled)
 QF0305
 QF0305                          SUPERSEDED SURVEY CONTROL
 QF0305
 QF0305.No superseded survey control is available for this station.
 QF0305
 QF0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK484898(NAD 83)
 QF0305_MARKER: DB = BENCH MARK DISK
 QF0305_SETTING: 66 = SET IN ROCK OUTCROP
 QF0305_SP_SET: ROCK CUT
 QF0305_STAMPING: S 200 1978
 QF0305_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0305+STABILITY: POSITION/ELEVATION WELL
 QF0305
 QF0305  HISTORY     - Date     Condition        Report By
 QF0305  HISTORY     - 1978     MONUMENTED       NGS
 QF0305
 QF0305                          STATION DESCRIPTION
 QF0305
 QF0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QF0305'2.3 MI SOUTH FROM ROBBINSTON.
 QF0305'23. MILES SOUTH ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 QF0305'ROBBINSTON, AT TELEPHONE LINE CROSSING, 51.2 FEET SOUTH-SOUTHWEST
 QF0305'OF A ONE STORY WOOD FRAME HOUSE, 49.2 FEET NORTH OF TELEPHONE POLE
 QF0305'NUMBER 9 468 WITH ONE GUY WIRE, 24.4 FEET EAST OF THE CENTER LINE
 QF0305'OF HIGHWAY, 2.0 FEET EAST OF THE WEST EDGE OF CUT. DISK IS RECESSED
 QF0305'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0021 ***********************************************************************
 RE0021  DESIGNATION -  S 21
 RE0021  PID         -  RE0021
 RE0021  STATE/COUNTY-  ME/AROOSTOOK
 RE0021  USGS QUAD   -  BRIDGEWATER (1984)
 RE0021
 RE0021                         *CURRENT SURVEY CONTROL
 RE0021  ___________________________________________________________________
 RE0021* NAD 83(1986)-  46 29 04.     (N)    067 50 36.     (W)     SCALED    
 RE0021* NAVD 88     -       119.430  (meters)     391.83   (feet)  ADJUSTED  
 RE0021  ___________________________________________________________________
 RE0021  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 RE0021  DYNAMIC HT  -         119.440 (meters)     391.86  (feet)  COMP
 RE0021  MODELED GRAV-     980,695.8   (mgal)                       NAVD 88
 RE0021
 RE0021  VERT ORDER  -  SECOND    CLASS 0
 RE0021
 RE0021.The horizontal coordinates were scaled from a topographic map and have
 RE0021.an estimated accuracy of +/- 6 seconds.
 RE0021
 RE0021.The orthometric height was determined by differential leveling
 RE0021.and adjusted by the National Geodetic Survey in June 1991..
 RE0021
 RE0021.The geoid height was determined by GEOID03.
 RE0021
 RE0021.The dynamic height is computed by dividing the NAVD 88
 RE0021.geopotential number by the normal gravity value computed on the
 RE0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0021.degrees latitude (g = 980.6199 gals.).
 RE0021
 RE0021.The modeled gravity was interpolated from observed gravity values.
 RE0021
 RE0021;                    North         East    Units  Estimated Accuracy
 RE0021;SPC ME E     -   313,330.      350,420.      MT  (+/- 180 meters Scaled)
 RE0021
 RE0021                          SUPERSEDED SURVEY CONTROL
 RE0021
 RE0021  NGVD 29 (??/??/92)  119.638  (m)          392.51   (f) ADJ UNCH    2 0
 RE0021
 RE0021.Superseded values are not recommended for survey control.
 RE0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0021.See file dsdata.txt to determine how the superseded data were derived.
 RE0021
 RE0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM887485(NAD 83)
 RE0021_MARKER: DB = BENCH MARK DISK
 RE0021_SETTING: 80 = SET IN A BOULDER
 RE0021_SP_SET: BOULDER
 RE0021_STAMPING: S 21 1933
 RE0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RE0021+STABILITY: SURFACE MOTION
 RE0021
 RE0021  HISTORY     - Date     Condition        Report By
 RE0021  HISTORY     - 1933     MONUMENTED       CGS
 RE0021  HISTORY     - 1951     GOOD             NGS
 RE0021  HISTORY     - 1984     MARK NOT FOUND   LOCSUR
 RE0021
 RE0021                          STATION DESCRIPTION
 RE0021
 RE0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 RE0021'0.9 MI N FROM ROBINSONS.
 RE0021'0.9 MILE NORTH ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 RE0021'THE STATION AT ROBINSONS, AROOSTOOK COUNTY, 80 YARDS NORTH OF
 RE0021'MILEPOST 194, 8 YARDS EAST OF THE CENTERLINE OF THE TRACK, IN
 RE0021'THE TOP OF A BOULDER, AND ABOUT ONE YARD LOWER THAN THE TOP OF
 RE0021'THE RAIL.  A STANDARD DISK, STAMPED S 21 1933.
 RE0021
 RE0021                          STATION RECOVERY (1984)
 RE0021
 RE0021'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 RE0021'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0008 ***********************************************************************
 SF0008  DESIGNATION -  S 22
 SF0008  PID         -  SF0008
 SF0008  STATE/COUNTY-  ME/AROOSTOOK
 SF0008  USGS QUAD   -  VIOLETTE STREAM (1986)
 SF0008
 SF0008                         *CURRENT SURVEY CONTROL
 SF0008  ___________________________________________________________________
 SF0008* NAD 83(1986)-  47 08 54.     (N)    068 03 34.     (W)     SCALED    
 SF0008* NAVD 88     -       217.651  (meters)     714.08   (feet)  ADJUSTED  
 SF0008  ___________________________________________________________________
 SF0008  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 SF0008  DYNAMIC HT  -         217.681 (meters)     714.18  (feet)  COMP
 SF0008  MODELED GRAV-     980,747.2   (mgal)                       NAVD 88
 SF0008
 SF0008  VERT ORDER  -  SECOND    CLASS 0
 SF0008
 SF0008.The horizontal coordinates were scaled from a topographic map and have
 SF0008.an estimated accuracy of +/- 6 seconds.
 SF0008
 SF0008.The orthometric height was determined by differential leveling
 SF0008.and adjusted by the National Geodetic Survey in June 1991..
 SF0008
 SF0008.The geoid height was determined by GEOID03.
 SF0008
 SF0008.The dynamic height is computed by dividing the NAVD 88
 SF0008.geopotential number by the normal gravity value computed on the
 SF0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0008.degrees latitude (g = 980.6199 gals.).
 SF0008
 SF0008.The modeled gravity was interpolated from observed gravity values.
 SF0008
 SF0008;                    North         East    Units  Estimated Accuracy
 SF0008;SPC ME E     -   387,010.      333,410.      MT  (+/- 180 meters Scaled)
 SF0008
 SF0008                          SUPERSEDED SURVEY CONTROL
 SF0008
 SF0008  NGVD 29 (??/??/92)  217.821  (m)          714.63   (f) ADJ UNCH    2 0
 SF0008
 SF0008.Superseded values are not recommended for survey control.
 SF0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0008.See file dsdata.txt to determine how the superseded data were derived.
 SF0008
 SF0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN713220(NAD 83)
 SF0008_MARKER: DB = BENCH MARK DISK
 SF0008_SETTING: 80 = SET IN A BOULDER
 SF0008_SP_SET: BOULDER
 SF0008_STAMPING: S 22 1933
 SF0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF0008+STABILITY: SURFACE MOTION
 SF0008
 SF0008  HISTORY     - Date     Condition        Report By
 SF0008  HISTORY     - 1933     MONUMENTED       CGS
 SF0008
 SF0008                          STATION DESCRIPTION
 SF0008
 SF0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 SF0008'7.7 MI W FROM VAN BUREN.
 SF0008'7.7 MILES WEST ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM THE
 SF0008'STATION AT VAN BUREN, AROOSTOOK COUNTY, AT WATSON, 92 YARDS NORTH
 SF0008'OF MILEPOST 252, 110 YARDS NORTH OF THE NORTH SWITCH OF THE
 SF0008'SIDING, 15 YARDS WEST OF THE CENTERLINE OF THE TRACK, IN THE TOP
 SF0008'OF A BOULDER, AND ABOUT 6 FEET ABOVE THE LEVEL OF THE TRACK.
 SF0008'A STANDARD DISK, STAMPED S 22 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0862 ***********************************************************************
 QG0862  DESIGNATION -  S 23
 QG0862  PID         -  QG0862
 QG0862  STATE/COUNTY-  ME/SOMERSET
 QG0862  USGS QUAD   -  INDIAN POND NORTH (1988)
 QG0862
 QG0862                         *CURRENT SURVEY CONTROL
 QG0862  ___________________________________________________________________
 QG0862* NAD 83(1986)-  45 33 38.     (N)    069 47 36.     (W)     SCALED    
 QG0862* NAVD 88     -       291.168  (meters)     955.27   (feet)  ADJUSTED  
 QG0862  ___________________________________________________________________
 QG0862  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 QG0862  DYNAMIC HT  -         291.160 (meters)     955.25  (feet)  COMP
 QG0862  MODELED GRAV-     980,582.9   (mgal)                       NAVD 88
 QG0862
 QG0862  VERT ORDER  -  SECOND    CLASS 0
 QG0862
 QG0862.The horizontal coordinates were scaled from a topographic map and have
 QG0862.an estimated accuracy of +/- 6 seconds.
 QG0862
 QG0862.The orthometric height was determined by differential leveling
 QG0862.and adjusted by the National Geodetic Survey in June 1991..
 QG0862
 QG0862.The geoid height was determined by GEOID03.
 QG0862
 QG0862.The dynamic height is computed by dividing the NAVD 88
 QG0862.geopotential number by the normal gravity value computed on the
 QG0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0862.degrees latitude (g = 980.6199 gals.).
 QG0862
 QG0862.The modeled gravity was interpolated from observed gravity values.
 QG0862
 QG0862;                    North         East    Units  Estimated Accuracy
 QG0862;SPC ME W     -   303,100.      929,150.      MT  (+/- 180 meters Scaled)
 QG0862
 QG0862                          SUPERSEDED SURVEY CONTROL
 QG0862
 QG0862  NGVD 29 (??/??/92)  291.343  (m)          955.85   (f) ADJ UNCH    2 0
 QG0862
 QG0862.Superseded values are not recommended for survey control.
 QG0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0862.See file dsdata.txt to determine how the superseded data were derived.
 QG0862
 QG0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL380455(NAD 83)
 QG0862_MARKER: DB = BENCH MARK DISK
 QG0862_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QG0862_SP_SET: BRIDGE
 QG0862_STAMPING: 955.848 S 23 1933
 QG0862_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QG0862
 QG0862  HISTORY     - Date     Condition        Report By
 QG0862  HISTORY     - 1933     MONUMENTED       CGS
 QG0862  HISTORY     - 1934     GOOD             NGS
 QG0862  HISTORY     - 1948     GOOD             NGS
 QG0862  HISTORY     - 1977     MARK NOT FOUND   LOCENG
 QG0862
 QG0862                          STATION DESCRIPTION
 QG0862
 QG0862'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QG0862'3.5 MI S FROM SOMERSET JUNCTION.
 QG0862'3.5 MILES SOUTH ALONG A GRAVEL ROAD FOLLOWING THE OLD ROADBED
 QG0862'OF THE ABANDONED MAINE CENTRAL RAILROAD FROM THE OVERPASS OF THE
 QG0862'CANADIAN PACIFIC RAILWAY AND THE C.P. RY. BRIDGE OVER KENNEBEC
 QG0862'RIVER AT SOMERSET JUNCTION, SOMERSET COUNTY, 0.4 MILE NORTH OF
 QG0862'MARRS STATION, AT A SMALL BRIDGE OVER BOG BROOK, IN THE
 QG0862'TOP OF THE EAST END OF THE SOUTH ABUTMENT, AND ON THE EAST SIDE OF
 QG0862'THE ROAD (INDIAN POND ROAD).  A STANDARD DISK, STAMPED 955.848 S
 QG0862'23 1933.
 QG0862
 QG0862                          STATION RECOVERY (1948)
 QG0862
 QG0862'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 QG0862'RECOVERED IN GOOD CONDITION.
 QG0862
 QG0862                          STATION RECOVERY (1977)
 QG0862
 QG0862'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 QG0862'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1493 ***********************************************************************
 PE1493  DESIGNATION -  S 24
 PE1493  PID         -  PE1493
 PE1493  STATE/COUNTY-  ME/SOMERSET
 PE1493  USGS QUAD   -  SOLON (1989)
 PE1493
 PE1493                         *CURRENT SURVEY CONTROL
 PE1493  ___________________________________________________________________
 PE1493* NAD 83(1986)-  44 56 34.     (N)    069 52 27.     (W)     SCALED    
 PE1493* NAVD 88     -        90.375  (meters)     296.51   (feet)  ADJUSTED  
 PE1493  ___________________________________________________________________
 PE1493  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 PE1493  DYNAMIC HT  -          90.369 (meters)     296.49  (feet)  COMP
 PE1493  MODELED GRAV-     980,554.2   (mgal)                       NAVD 88
 PE1493
 PE1493  VERT ORDER  -  SECOND    CLASS 0
 PE1493
 PE1493.The horizontal coordinates were scaled from a topographic map and have
 PE1493.an estimated accuracy of +/- 6 seconds.
 PE1493
 PE1493.The orthometric height was determined by differential leveling
 PE1493.and adjusted by the National Geodetic Survey in June 1991..
 PE1493
 PE1493.The geoid height was determined by GEOID03.
 PE1493
 PE1493.The dynamic height is computed by dividing the NAVD 88
 PE1493.geopotential number by the normal gravity value computed on the
 PE1493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1493.degrees latitude (g = 980.6199 gals.).
 PE1493
 PE1493.The modeled gravity was interpolated from observed gravity values.
 PE1493
 PE1493;                    North         East    Units  Estimated Accuracy
 PE1493;SPC ME W     -   234,410.      923,090.      MT  (+/- 180 meters Scaled)
 PE1493
 PE1493                          SUPERSEDED SURVEY CONTROL
 PE1493
 PE1493  NGVD 29 (??/??/92)   90.544  (m)          297.06   (f) ADJ UNCH    2 0
 PE1493
 PE1493.Superseded values are not recommended for survey control.
 PE1493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1493.See file dsdata.txt to determine how the superseded data were derived.
 PE1493
 PE1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK310769(NAD 83)
 PE1493_MARKER: DB = BENCH MARK DISK
 PE1493_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PE1493_SP_SET: BRIDGE
 PE1493_STAMPING: 297.060 S 24 1933
 PE1493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PE1493
 PE1493  HISTORY     - Date     Condition        Report By
 PE1493  HISTORY     - 1933     MONUMENTED       CGS
 PE1493  HISTORY     - 1934     GOOD             NGS
 PE1493
 PE1493                          STATION DESCRIPTION
 PE1493
 PE1493'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PE1493'1.5 MI S FROM SOLON.
 PE1493'1.5 MILES SOUTH ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE1493'STATION AT SOLON, SOMERSET COUNTY, 3-1/2 RAILS NORTH OF A
 PE1493'MACADAM-ROAD CROSSING, AT A BRIDGE OVER A SMALL STREAM, IN THE
 PE1493'TOP OF THE EAST WING WALL OF THE NORTH ABUTMENT, 5 YARDS EAST
 PE1493'OF THE CENTER LINE OF THE TRACK, AND ABOUT 3 FEET LOWER THAN THE
 PE1493'TRACK.  A STANDARD DISK, STAMPED 297.060 S 24 1933.
 PE1493
 PE1493                          STATION RECOVERY (1934)
 PE1493
 PE1493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PE1493'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0008 ***********************************************************************
 PF0008  DESIGNATION -  S 25
 PF0008  PID         -  PF0008
 PF0008  STATE/COUNTY-  ME/FRANKLIN
 PF0008  USGS QUAD   -  KINGFIELD (1989)
 PF0008
 PF0008                         *CURRENT SURVEY CONTROL
 PF0008  ___________________________________________________________________
 PF0008* NAD 83(1986)-  44 57 31.     (N)    070 09 00.     (W)     SCALED    
 PF0008* NAVD 88     -       173.361  (meters)     568.77   (feet)  ADJUSTED  
 PF0008  ___________________________________________________________________
 PF0008  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 PF0008  DYNAMIC HT  -         173.346 (meters)     568.72  (feet)  COMP
 PF0008  MODELED GRAV-     980,530.0   (mgal)                       NAVD 88
 PF0008
 PF0008  VERT ORDER  -  SECOND    CLASS 0
 PF0008
 PF0008.The horizontal coordinates were scaled from a topographic map and have
 PF0008.an estimated accuracy of +/- 6 seconds.
 PF0008
 PF0008.The orthometric height was determined by differential leveling
 PF0008.and adjusted by the National Geodetic Survey in June 1991..
 PF0008
 PF0008.The geoid height was determined by GEOID03.
 PF0008
 PF0008.The dynamic height is computed by dividing the NAVD 88
 PF0008.geopotential number by the normal gravity value computed on the
 PF0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0008.degrees latitude (g = 980.6199 gals.).
 PF0008
 PF0008.The modeled gravity was interpolated from observed gravity values.
 PF0008
 PF0008;                    North         East    Units  Estimated Accuracy
 PF0008;SPC ME W     -   236,130.      901,320.      MT  (+/- 180 meters Scaled)
 PF0008
 PF0008                          SUPERSEDED SURVEY CONTROL
 PF0008
 PF0008  NGVD 29 (??/??/92)  173.519  (m)          569.29   (f) ADJ UNCH    2 0
 PF0008
 PF0008.Superseded values are not recommended for survey control.
 PF0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0008.See file dsdata.txt to determine how the superseded data were derived.
 PF0008
 PF0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK092789(NAD 83)
 PF0008_MARKER: DB = BENCH MARK DISK
 PF0008_SETTING: 66 = SET IN ROCK OUTCROP
 PF0008_SP_SET: ROCK OUTCROP
 PF0008_STAMPING: S 25 1933
 PF0008_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PF0008+STABILITY: POSITION/ELEVATION WELL
 PF0008
 PF0008  HISTORY     - Date     Condition        Report By
 PF0008  HISTORY     - 1933     MONUMENTED       CGS
 PF0008  HISTORY     - 1934     GOOD             NGS
 PF0008
 PF0008                          STATION DESCRIPTION
 PF0008
 PF0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PF0008'AT KINGFIELD.
 PF0008'AT KINGFIELD, FRANKLIN COUNTY, ON STATE HIGHWAY 142, 0.2 MILE
 PF0008'SOUTH OF THE HIGHWAY BRIDGE OVER CARRABASSETT RIVER, 642 YARDS
 PF0008'NORTH OF A RIGHT-ANGLE TURN IN THE HIGHWAY, 7 YARDS WEST OF THE
 PF0008'CENTER LINE OF THE HIGHWAY, IN THE TOP OF A LARGE ROCK OUTCROP,
 PF0008'AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED 569.287
 PF0008'S 25 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0198 ***********************************************************************
 PF0198  DESIGNATION -  S 26
 PF0198  PID         -  PF0198
 PF0198  STATE/COUNTY-  ME/OXFORD
 PF0198  USGS QUAD   -  BRYANT POND (1989)
 PF0198
 PF0198                         *CURRENT SURVEY CONTROL
 PF0198  ___________________________________________________________________
 PF0198* NAD 83(1986)-  44 29 04.     (N)    070 42 41.     (W)     SCALED    
 PF0198* NAVD 88     -       201.726  (meters)     661.83   (feet)  ADJUSTED  
 PF0198  ___________________________________________________________________
 PF0198  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 PF0198  DYNAMIC HT  -         201.702 (meters)     661.75  (feet)  COMP
 PF0198  MODELED GRAV-     980,492.9   (mgal)                       NAVD 88
 PF0198
 PF0198  VERT ORDER  -  SECOND    CLASS 0
 PF0198
 PF0198.The horizontal coordinates were scaled from a topographic map and have
 PF0198.an estimated accuracy of +/- 6 seconds.
 PF0198
 PF0198.The orthometric height was determined by differential leveling
 PF0198.and adjusted by the National Geodetic Survey in June 1991..
 PF0198
 PF0198.The geoid height was determined by GEOID03.
 PF0198
 PF0198.The dynamic height is computed by dividing the NAVD 88
 PF0198.geopotential number by the normal gravity value computed on the
 PF0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0198.degrees latitude (g = 980.6199 gals.).
 PF0198
 PF0198.The modeled gravity was interpolated from observed gravity values.
 PF0198
 PF0198;                    North         East    Units  Estimated Accuracy
 PF0198;SPC ME W     -   183,590.      856,670.      MT  (+/- 180 meters Scaled)
 PF0198
 PF0198                          SUPERSEDED SURVEY CONTROL
 PF0198
 PF0198  NGVD 29 (??/??/92)  201.880  (m)          662.33   (f) ADJ UNCH    2 0
 PF0198
 PF0198.Superseded values are not recommended for survey control.
 PF0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0198.See file dsdata.txt to determine how the superseded data were derived.
 PF0198
 PF0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK639271(NAD 83)
 PF0198_MARKER: DB = BENCH MARK DISK
 PF0198_SETTING: 80 = SET IN A BOULDER
 PF0198_SP_SET: BOULDER
 PF0198_STAMPING: 662.335 S 26 1933
 PF0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0198+STABILITY: SURFACE MOTION
 PF0198
 PF0198  HISTORY     - Date     Condition        Report By
 PF0198  HISTORY     - 1933     MONUMENTED       CGS
 PF0198  HISTORY     - 1934     GOOD             NGS
 PF0198
 PF0198                          STATION DESCRIPTION
 PF0198
 PF0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PF0198'1.5 MI SW FROM HANOVER.
 PF0198'1.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 2 FROM HANOVER, OXFORD
 PF0198'COUNTY, 200 FEET NORTHEAST OF THE JIM GAINOR RESIDENCE (IN 1933),
 PF0198'14 YARDS SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP
 PF0198'OF A VERY LARGE BOULDER IN A LONG ROCK WALL, AND ABOUT 5 FEET
 PF0198'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED 662.335 S 26
 PF0198'1933.
 PF0198
 PF0198                          STATION RECOVERY (1934)
 PF0198
 PF0198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PF0198'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0191 ***********************************************************************
 PF0191  DESIGNATION -  S 28
 PF0191  PID         -  PF0191
 PF0191  STATE/COUNTY-  ME/OXFORD
 PF0191  USGS QUAD   -  NORWAY (1983)
 PF0191
 PF0191                         *CURRENT SURVEY CONTROL
 PF0191  ___________________________________________________________________
 PF0191* NAD 83(1986)-  44 11 48.     (N)    070 34 51.     (W)     SCALED    
 PF0191* NAVD 88     -       139.085  (meters)     456.31   (feet)  ADJUSTED  
 PF0191  ___________________________________________________________________
 PF0191  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 PF0191  DYNAMIC HT  -         139.065 (meters)     456.25  (feet)  COMP
 PF0191  MODELED GRAV-     980,473.1   (mgal)                       NAVD 88
 PF0191
 PF0191  VERT ORDER  -  SECOND    CLASS 0
 PF0191
 PF0191.The horizontal coordinates were scaled from a topographic map and have
 PF0191.an estimated accuracy of +/- 6 seconds.
 PF0191
 PF0191.The orthometric height was determined by differential leveling
 PF0191.and adjusted by the National Geodetic Survey in June 1991..
 PF0191
 PF0191.The geoid height was determined by GEOID03.
 PF0191
 PF0191.The dynamic height is computed by dividing the NAVD 88
 PF0191.geopotential number by the normal gravity value computed on the
 PF0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0191.degrees latitude (g = 980.6199 gals.).
 PF0191
 PF0191.The modeled gravity was interpolated from observed gravity values.
 PF0191
 PF0191;                    North         East    Units  Estimated Accuracy
 PF0191;SPC ME W     -   151,550.      866,890.      MT  (+/- 180 meters Scaled)
 PF0191
 PF0191                          SUPERSEDED SURVEY CONTROL
 PF0191
 PF0191  NGVD 29 (??/??/92)  139.259  (m)          456.89   (f) ADJ UNCH    2 0
 PF0191
 PF0191.Superseded values are not recommended for survey control.
 PF0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0191.See file dsdata.txt to determine how the superseded data were derived.
 PF0191
 PF0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ736949(NAD 83)
 PF0191_MARKER: DB = BENCH MARK DISK
 PF0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PF0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PF0191_STAMPING: S 28 1935
 PF0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PF0191+STABILITY: SURFACE MOTION
 PF0191
 PF0191  HISTORY     - Date     Condition        Report By
 PF0191  HISTORY     - 1935     MONUMENTED       CGS
 PF0191  HISTORY     - 20040603 MARK NOT FOUND   GEOCAC
 PF0191
 PF0191                          STATION DESCRIPTION
 PF0191
 PF0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PF0191'3 MI SW FROM NORWAY.
 PF0191'ABOUT 3.0 MILES SOUTHWEST ALONG STATE HIGHWAY 117 FROM THE HIGH
 PF0191'SCHOOL AT NORWAY, OXFORD COUNTY, ABOUT 1.0 MILE SOUTHWEST OF
 PF0191'THE JUNCTION OF STATE HIGHWAY 118, ABOUT 0.3 MILE SOUTHWEST OF
 PF0191'A GRADED ROAD CROSSING, ABOUT 98 FEET NORTH OF A SMALL STONE
 PF0191'CULVERT, OPPOSITE A CURVE, 29 FEET WEST OF THE CENTER LINE OF
 PF0191'THE HIGHWAY, AND 14 FEET WEST OF POLE 46.  A STANDARD DISK,
 PF0191'STAMPED S 28 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PF0191'ABOUT 4 INCHES ABOVE GROUND.
 PF0191
 PF0191                          STATION RECOVERY (2004)
 PF0191
 PF0191'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 PF0191'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0060 ***********************************************************************
 PF0060  DESIGNATION -  S 29
 PF0060  PID         -  PF0060
 PF0060  STATE/COUNTY-  ME/FRANKLIN
 PF0060  USGS QUAD   -  FARMINGTON (1968)
 PF0060
 PF0060                         *CURRENT SURVEY CONTROL
 PF0060  ___________________________________________________________________
 PF0060* NAD 83(1986)-  44 40 22.     (N)    070 09 12.     (W)     SCALED    
 PF0060* NAVD 88     -       124.688  (meters)     409.08   (feet)  ADJUSTED  
 PF0060  ___________________________________________________________________
 PF0060  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 PF0060  DYNAMIC HT  -         124.678 (meters)     409.05  (feet)  COMP
 PF0060  MODELED GRAV-     980,532.3   (mgal)                       NAVD 88
 PF0060
 PF0060  VERT ORDER  -  SECOND    CLASS 0
 PF0060
 PF0060.The horizontal coordinates were scaled from a topographic map and have
 PF0060.an estimated accuracy of +/- 6 seconds.
 PF0060
 PF0060.The orthometric height was determined by differential leveling
 PF0060.and adjusted by the National Geodetic Survey in June 1991..
 PF0060
 PF0060.The geoid height was determined by GEOID03.
 PF0060
 PF0060.The dynamic height is computed by dividing the NAVD 88
 PF0060.geopotential number by the normal gravity value computed on the
 PF0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0060.degrees latitude (g = 980.6199 gals.).
 PF0060
 PF0060.The modeled gravity was interpolated from observed gravity values.
 PF0060
 PF0060;                    North         East    Units  Estimated Accuracy
 PF0060;SPC ME W     -   204,370.      901,060.      MT  (+/- 180 meters Scaled)
 PF0060
 PF0060                          SUPERSEDED SURVEY CONTROL
 PF0060
 PF0060  NGVD 29 (??/??/92)  124.830  (m)          409.55   (f) ADJ UNCH    2 0
 PF0060
 PF0060.Superseded values are not recommended for survey control.
 PF0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0060.See file dsdata.txt to determine how the superseded data were derived.
 PF0060
 PF0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK085472(NAD 83)
 PF0060_MARKER: DB = BENCH MARK DISK
 PF0060_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PF0060_SP_SET: MONUMENT
 PF0060_STAMPING: S 29 1935
 PF0060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0060
 PF0060  HISTORY     - Date     Condition        Report By
 PF0060  HISTORY     - 1935     MONUMENTED       CGS
 PF0060
 PF0060                          STATION DESCRIPTION
 PF0060
 PF0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PF0060'AT FARMINGTON.
 PF0060'AT FARMINGTON, FRANKLIN COUNTY, AT THE SOUTHWEST CORNER OF THE CIVIL
 PF0060'WAR MEMORIAL PARK, 68.6 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 PF0060'OF A MONUMENT, 33 FEET NORTH OF THE CENTERLINE OF EXCHANGE STREET,
 PF0060'AND 24 FEET FROM THE CENTERLINE OF A STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0154 ***********************************************************************
 QF0154  DESIGNATION -  S 3
 QF0154  PID         -  QF0154
 QF0154  STATE/COUNTY-  ME/WASHINGTON
 QF0154  USGS QUAD   -  LAMBERT LAKE (1988)
 QF0154
 QF0154                         *CURRENT SURVEY CONTROL
 QF0154  ___________________________________________________________________
 QF0154* NAD 83(1986)-  45 32 02.     (N)    067 33 13.     (W)     SCALED    
 QF0154* NAVD 88     -       140.196  (meters)     459.96   (feet)  ADJUSTED  
 QF0154  ___________________________________________________________________
 QF0154  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 QF0154  DYNAMIC HT  -         140.196 (meters)     459.96  (feet)  COMP
 QF0154  MODELED GRAV-     980,608.0   (mgal)                       NAVD 88
 QF0154
 QF0154  VERT ORDER  -  FIRST     CLASS II
 QF0154
 QF0154.The horizontal coordinates were scaled from a topographic map and have
 QF0154.an estimated accuracy of +/- 6 seconds.
 QF0154
 QF0154.The orthometric height was determined by differential leveling
 QF0154.and adjusted by the National Geodetic Survey in June 1991..
 QF0154
 QF0154.The geoid height was determined by GEOID03.
 QF0154
 QF0154.The dynamic height is computed by dividing the NAVD 88
 QF0154.geopotential number by the normal gravity value computed on the
 QF0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0154.degrees latitude (g = 980.6199 gals.).
 QF0154
 QF0154.The modeled gravity was interpolated from observed gravity values.
 QF0154
 QF0154;                    North         East    Units  Estimated Accuracy
 QF0154;SPC ME E     -   207,910.      373,920.      MT  (+/- 180 meters Scaled)
 QF0154
 QF0154                          SUPERSEDED SURVEY CONTROL
 QF0154
 QF0154.No superseded survey control is available for this station.
 QF0154
 QF0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL129432(NAD 83)
 QF0154_MARKER: Z = SEE DESCRIPTION
 QF0154_SETTING: 80 = SET IN A BOULDER
 QF0154_SP_SET: BOULDER
 QF0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0154+STABILITY: SURFACE MOTION
 QF0154
 QF0154  HISTORY     - Date     Condition        Report By
 QF0154  HISTORY     - UNK      MONUMENTED       CGS
 QF0154  HISTORY     - 1916     GOOD             NGS
 QF0154
 QF0154                          STATION DESCRIPTION
 QF0154
 QF0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1916
 QF0154'1.5 MI SW FROM LAMBERT LAKE.
 QF0154'ABOUT 1 1/2 MILES SOUTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM
 QF0154'LAMBERT LAKE, WASHINGTON COUNTY, 55 RAILS NORTHEAST OF MILEPOST
 QF0154'V-7, AND ABOUT 40 FEET SOUTHEAST OF THE CENTER LINE OF THE TRACK,
 QF0154'IN A BOULDER ABOUT 10 FEET IN DIAMETER, AND ABOUT 3 FEET ABOVE
 QF0154'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1487 ***********************************************************************
 PE1487  DESIGNATION -  S 31
 PE1487  PID         -  PE1487
 PE1487  STATE/COUNTY-  ME/KENNEBEC
 PE1487  USGS QUAD   -  WATERVILLE (1982)
 PE1487
 PE1487                         *CURRENT SURVEY CONTROL
 PE1487  ___________________________________________________________________
 PE1487* NAD 83(1986)-  44 31 22.     (N)    069 39 16.     (W)     SCALED    
 PE1487* NAVD 88     -        18.603  (meters)      61.03   (feet)  ADJUSTED  
 PE1487  ___________________________________________________________________
 PE1487  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 PE1487  DYNAMIC HT  -          18.601 (meters)      61.03  (feet)  COMP
 PE1487  MODELED GRAV-     980,549.0   (mgal)                       NAVD 88
 PE1487
 PE1487  VERT ORDER  -  SECOND    CLASS 0
 PE1487
 PE1487.The horizontal coordinates were scaled from a topographic map and have
 PE1487.an estimated accuracy of +/- 6 seconds.
 PE1487
 PE1487.The orthometric height was determined by differential leveling
 PE1487.and adjusted by the National Geodetic Survey in June 1991..
 PE1487
 PE1487.The geoid height was determined by GEOID03.
 PE1487
 PE1487.The dynamic height is computed by dividing the NAVD 88
 PE1487.geopotential number by the normal gravity value computed on the
 PE1487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1487.degrees latitude (g = 980.6199 gals.).
 PE1487
 PE1487.The modeled gravity was interpolated from observed gravity values.
 PE1487
 PE1487;                    North         East    Units  Estimated Accuracy
 PE1487;SPC ME W     -   187,830.      940,720.      MT  (+/- 180 meters Scaled)
 PE1487
 PE1487                          SUPERSEDED SURVEY CONTROL
 PE1487
 PE1487  NGVD 29 (??/??/92)   18.821  (m)           61.75   (f) ADJ UNCH    2 0
 PE1487
 PE1487.Superseded values are not recommended for survey control.
 PE1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1487.See file dsdata.txt to determine how the superseded data were derived.
 PE1487
 PE1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK479301(NAD 83)
 PE1487_MARKER: DB = BENCH MARK DISK
 PE1487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1487_STAMPING: S 31 1935
 PE1487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1487+STABILITY: SURFACE MOTION
 PE1487
 PE1487  HISTORY     - Date     Condition        Report By
 PE1487  HISTORY     - 1935     MONUMENTED       CGS
 PE1487
 PE1487                          STATION DESCRIPTION
 PE1487
 PE1487'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE1487'1.8 MI SW FROM WINSLOW.
 PE1487'1.8 MILES SOUTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM
 PE1487'WINSLOW, KENNEBEC COUNTY, 110 FEET SOUTHWEST OF A 20-INCH
 PE1487'CONCRETE CULVERT, 42 FEET NORTH OF THE CENTER OF A DIRT-ROAD
 PE1487'CROSSING, AND 17.3 FEET NORTHWEST OF THE NORTHWEST RAIL.  A
 PE1487'STANDARD DISK, STAMPED S 31 1935 AND SET IN THE TOP OF A CONCRETE
 PE1487'POST PROJECTING 1/2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0768 ***********************************************************************
 QG0768  DESIGNATION -  S 32
 QG0768  PID         -  QG0768
 QG0768  STATE/COUNTY-  ME/PISCATAQUIS
 QG0768  USGS QUAD   -  DOVER FOXCROFT (1983)
 QG0768
 QG0768                         *CURRENT SURVEY CONTROL
 QG0768  ___________________________________________________________________
 QG0768* NAD 83(1986)-  45 08 08.     (N)    069 13 59.     (W)     SCALED    
 QG0768* NAVD 88     -       148.800  (meters)     488.19   (feet)  ADJUSTED  
 QG0768  ___________________________________________________________________
 QG0768  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 QG0768  DYNAMIC HT  -         148.796 (meters)     488.17  (feet)  COMP
 QG0768  MODELED GRAV-     980,587.2   (mgal)                       NAVD 88
 QG0768
 QG0768  VERT ORDER  -  SECOND    CLASS 0
 QG0768
 QG0768.The horizontal coordinates were scaled from a topographic map and have
 QG0768.an estimated accuracy of +/- 6 seconds.
 QG0768
 QG0768.The orthometric height was determined by differential leveling
 QG0768.and adjusted by the National Geodetic Survey in June 1991..
 QG0768
 QG0768.The geoid height was determined by GEOID03.
 QG0768
 QG0768.The dynamic height is computed by dividing the NAVD 88
 QG0768.geopotential number by the normal gravity value computed on the
 QG0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0768.degrees latitude (g = 980.6199 gals.).
 QG0768
 QG0768.The modeled gravity was interpolated from observed gravity values.
 QG0768
 QG0768;                    North         East    Units  Estimated Accuracy
 QG0768;SPC ME E     -   163,470.      242,340.      MT  (+/- 180 meters Scaled)
 QG0768
 QG0768                          SUPERSEDED SURVEY CONTROL
 QG0768
 QG0768  NGVD 29 (??/??/92)  148.984  (m)          488.79   (f) ADJ UNCH    2 0
 QG0768
 QG0768.Superseded values are not recommended for survey control.
 QG0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0768.See file dsdata.txt to determine how the superseded data were derived.
 QG0768
 QG0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK816980(NAD 83)
 QG0768_MARKER: DB = BENCH MARK DISK
 QG0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0768_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0768_STAMPING: S 32 1935
 QG0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0768+STABILITY: SURFACE MOTION
 QG0768
 QG0768  HISTORY     - Date     Condition        Report By
 QG0768  HISTORY     - 1935     MONUMENTED       CGS
 QG0768
 QG0768                          STATION DESCRIPTION
 QG0768
 QG0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QG0768'5.6 MI SW FROM DOVER-FOXCROFT.
 QG0768'5.6 MILES SOUTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 QG0768'STATION AT DOVER-FOXCROFT, PISCATAQUIS COUNTY, AT THE STATION AT
 QG0768'STARBIRDS, ABOUT 220 YARDS SOUTH OF THE CENTER OF THE HIGHWAY
 QG0768'CROSSING, ABOUT 65 YARDS NORTH OF THE SOUTH END OF A SIDE TRACK,
 QG0768'ABOUT 46 YARD SOUTH OF A POTATO WAREHOUSE, 39.7 FEET WEST OF THE
 QG0768'WEST RAIL OF THE MAIN TRACK, AND 2.3 FEET EAST OF A WOODEN SNOW
 QG0768'FENCE.  A STANDARD DISK, STAMPED S 32 1935 AND SET IN THE TOP
 QG0768'OF A CONCRETE POST PROJECTING ABOUT 1/2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0725 ***********************************************************************
 QG0725  DESIGNATION -  S 33
 QG0725  PID         -  QG0725
 QG0725  STATE/COUNTY-  ME/PISCATAQUIS
 QG0725  USGS QUAD   -  GUILFORD (1984)
 QG0725
 QG0725                         *CURRENT SURVEY CONTROL
 QG0725  ___________________________________________________________________
 QG0725* NAD 83(1986)-  45 12 16.     (N)    069 27 14.     (W)     SCALED    
 QG0725* NAVD 88     -       132.019  (meters)     433.13   (feet)  ADJUSTED  
 QG0725  ___________________________________________________________________
 QG0725  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 QG0725  DYNAMIC HT  -         132.015 (meters)     433.12  (feet)  COMP
 QG0725  MODELED GRAV-     980,582.8   (mgal)                       NAVD 88
 QG0725
 QG0725  VERT ORDER  -  FIRST     CLASS II
 QG0725
 QG0725.The horizontal coordinates were scaled from a topographic map and have
 QG0725.an estimated accuracy of +/- 6 seconds.
 QG0725
 QG0725.The orthometric height was determined by differential leveling
 QG0725.and adjusted by the National Geodetic Survey in June 1991..
 QG0725
 QG0725.The geoid height was determined by GEOID03.
 QG0725
 QG0725.The dynamic height is computed by dividing the NAVD 88
 QG0725.geopotential number by the normal gravity value computed on the
 QG0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0725.degrees latitude (g = 980.6199 gals.).
 QG0725
 QG0725.The modeled gravity was interpolated from observed gravity values.
 QG0725
 QG0725;                    North         East    Units  Estimated Accuracy
 QG0725;SPC ME E     -   171,310.      225,060.      MT  (+/- 180 meters Scaled)
 QG0725
 QG0725                          SUPERSEDED SURVEY CONTROL
 QG0725
 QG0725  NGVD 29 (??/??/92)  132.212  (m)          433.77   (f) ADJ UNCH    1 2
 QG0725
 QG0725.Superseded values are not recommended for survey control.
 QG0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0725.See file dsdata.txt to determine how the superseded data were derived.
 QG0725
 QG0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL643057(NAD 83)
 QG0725_MARKER: DB = BENCH MARK DISK
 QG0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0725_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0725_STAMPING: S 33 1935
 QG0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0725+STABILITY: SURFACE MOTION
 QG0725
 QG0725  HISTORY     - Date     Condition        Report By
 QG0725  HISTORY     - 1935     MONUMENTED       CGS
 QG0725  HISTORY     - 1978     GOOD             NGS
 QG0725  HISTORY     - 19950814 GOOD             USPSQD
 QG0725
 QG0725                          STATION DESCRIPTION
 QG0725
 QG0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QG0725'1.1 MI SE FROM MONSON JUNCTION.
 QG0725'1.1 MILES SOUTHEAST ALONG THE BANGOR AND AROOSTOOK RAILROAD
 QG0725'FROM THE STATION AT MONSON JUNCTION, PISCATAQUIS COUNTY,
 QG0725'50 YARDS SOUTHEAST OF CULVERT 26+21, 103 FEET SOUTHEAST OF
 QG0725'THE CENTER OF A DIRTROAD CROSSING, 80.0 FEET SOUTHEAST OF A
 QG0725'SWITCH, 44.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN
 QG0725'TRACK, AND 1 FOOT NORTHEAST OF THE RIGHT-OF-WAY FENCE.  A
 QG0725'STANDARD DISK, STAMPED S 33 1935 AND SET IN THE TOP OF A CONCRETE
 QG0725'POST PROJECTING 6 INCHES ABOVE GROUND.
 QG0725
 QG0725                          STATION RECOVERY (1978)
 QG0725
 QG0725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0725'1.35 MILES NORTH ALONG STATE HIGHWAY 6 FROM ITS JUNCTION WITH STATE
 QG0725'HIGHWAY 16, THENCE 0.35 MILE EAST ALONG A PAVED ROAD, 320 FT SOUTH
 QG0725'ALONG A DIRT ROAD FROM THE CENTER LINE OF THE PAVED ROAD, 55.1 FT
 QG0725'EAST OF THE CENTER LINE OF THE DIRT ROAD, 84.2 FT EAST OF POWER
 QG0725'POLE 501 WITH ONE GUY WIRE, 41.5 FT EAST OF A LONE 14 INCH TREE
 QG0725'IN THE NORTHWEST CORNER OF A SMALL PASTURE, 45 FT SOUTH OF THE
 QG0725'CENTER LINE OF AN ABANDONDED RAILROAD BED.
 QG0725
 QG0725                          STATION RECOVERY (1995)
 QG0725
 QG0725'RECOVERY NOTE BY US POWER SQUADRON 1995
 QG0725'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0755 ***********************************************************************
 QG0755  DESIGNATION -  S 34
 QG0755  PID         -  QG0755
 QG0755  STATE/COUNTY-  ME/PISCATAQUIS
 QG0755  USGS QUAD   -  SOUTH SEBEC (1983)
 QG0755
 QG0755                         *CURRENT SURVEY CONTROL
 QG0755  ___________________________________________________________________
 QG0755* NAD 83(1986)-  45 13 38.     (N)    069 00 23.     (W)     SCALED    
 QG0755* NAVD 88     -        88.741  (meters)     291.14   (feet)  ADJUSTED  
 QG0755  ___________________________________________________________________
 QG0755  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 QG0755  DYNAMIC HT  -          88.739 (meters)     291.14  (feet)  COMP
 QG0755  MODELED GRAV-     980,596.9   (mgal)                       NAVD 88
 QG0755
 QG0755  VERT ORDER  -  SECOND    CLASS 0
 QG0755
 QG0755.The horizontal coordinates were scaled from a topographic map and have
 QG0755.an estimated accuracy of +/- 6 seconds.
 QG0755
 QG0755.The orthometric height was determined by differential leveling
 QG0755.and adjusted by the National Geodetic Survey in June 1991..
 QG0755
 QG0755.The geoid height was determined by GEOID03.
 QG0755
 QG0755.The dynamic height is computed by dividing the NAVD 88
 QG0755.geopotential number by the normal gravity value computed on the
 QG0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0755.degrees latitude (g = 980.6199 gals.).
 QG0755
 QG0755.The modeled gravity was interpolated from observed gravity values.
 QG0755
 QG0755;                    North         East    Units  Estimated Accuracy
 QG0755;SPC ME E     -   173,520.      260,240.      MT  (+/- 180 meters Scaled)
 QG0755
 QG0755                          SUPERSEDED SURVEY CONTROL
 QG0755
 QG0755  NGVD 29 (??/??/92)   88.900  (m)          291.67   (f) ADJ UNCH    2 0
 QG0755
 QG0755.Superseded values are not recommended for survey control.
 QG0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0755.See file dsdata.txt to determine how the superseded data were derived.
 QG0755
 QG0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL994081(NAD 83)
 QG0755_MARKER: DB = BENCH MARK DISK
 QG0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0755_STAMPING: S 34 1935
 QG0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0755+STABILITY: SURFACE MOTION
 QG0755
 QG0755  HISTORY     - Date     Condition        Report By
 QG0755  HISTORY     - 1935     MONUMENTED       CGS
 QG0755  HISTORY     - 1978     MARK NOT FOUND   NGS
 QG0755
 QG0755                          STATION DESCRIPTION
 QG0755
 QG0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QG0755'2 MI W FROM DERBY.
 QG0755'2.0 MILES WEST ALONG THE BANGOR AND AROOSTOOK RAILROAD FROM
 QG0755'THE STATION AT DERBY, PISCATAQUIS COUNTY, 131 YARDS EAST OF
 QG0755'MILEPOST 2, 42 YARDS WEST OF A FENCE LINE RUNNING AT RIGHT-ANGLE
 QG0755'TO THE TRACK, 27 FEET NORTH OF THE NORTH RAIL.  A STANDARD
 QG0755'DISK, STAMPED S 34 1935 AND SET IN THE TOP OF A CONCRETE
 QG0755'POST PROJECTING 6 INCHES ABOVE GROUND.
 QG0755
 QG0755                          STATION RECOVERY (1978)
 QG0755
 QG0755'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0755'MARK SEARCHED BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0284 ***********************************************************************
 QG0284  DESIGNATION -  S 35
 QG0284  PID         -  QG0284
 QG0284  STATE/COUNTY-  ME/PENOBSCOT
 QG0284  USGS QUAD   -  LINCOLN WEST (1988)
 QG0284
 QG0284                         *CURRENT SURVEY CONTROL
 QG0284  ___________________________________________________________________
 QG0284* NAD 83(1986)-  45 16 35.     (N)    068 34 55.     (W)     SCALED    
 QG0284* NAVD 88     -        72.684  (meters)     238.46   (feet)  ADJUSTED  
 QG0284  ___________________________________________________________________
 QG0284  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 QG0284  DYNAMIC HT  -          72.683 (meters)     238.46  (feet)  COMP
 QG0284  MODELED GRAV-     980,602.6   (mgal)                       NAVD 88
 QG0284
 QG0284  VERT ORDER  -  SECOND    CLASS 0
 QG0284
 QG0284.The horizontal coordinates were scaled from a topographic map and have
 QG0284.an estimated accuracy of +/- 6 seconds.
 QG0284
 QG0284.The orthometric height was determined by differential leveling
 QG0284.and adjusted by the National Geodetic Survey in June 1991..
 QG0284
 QG0284.The geoid height was determined by GEOID03.
 QG0284
 QG0284.The dynamic height is computed by dividing the NAVD 88
 QG0284.geopotential number by the normal gravity value computed on the
 QG0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0284.degrees latitude (g = 980.6199 gals.).
 QG0284
 QG0284.The modeled gravity was interpolated from observed gravity values.
 QG0284
 QG0284;                    North         East    Units  Estimated Accuracy
 QG0284;SPC ME E     -   178,860.      293,570.      MT  (+/- 180 meters Scaled)
 QG0284
 QG0284                          SUPERSEDED SURVEY CONTROL
 QG0284
 QG0284  NGVD 29 (??/??/92)   72.886  (m)          239.13   (f) ADJ UNCH    2 0
 QG0284
 QG0284.Superseded values are not recommended for survey control.
 QG0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0284.See file dsdata.txt to determine how the superseded data were derived.
 QG0284
 QG0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL327137(NAD 83)
 QG0284_MARKER: DB = BENCH MARK DISK
 QG0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0284_STAMPING: S 35 1935
 QG0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0284+STABILITY: SURFACE MOTION
 QG0284
 QG0284  HISTORY     - Date     Condition        Report By
 QG0284  HISTORY     - 1935     MONUMENTED       CGS
 QG0284  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 QG0284
 QG0284                          STATION DESCRIPTION
 QG0284
 QG0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QG0284'2 MI N FROM ENFIELD.
 QG0284'2.0 MILES NORTH ALONG THE MAINE CENTRAL RAILROAD FROM THE
 QG0284'STATION AT ENFIELD, PENBOSCOT COUNTY, ABOUT 0.1 MILE SOUTH OF
 QG0284'MILEPOST P 174, 18 FEET SOUTH OF THE CENTER OF THE CROSSING OF A
 QG0284'ROAD, 33 FEET WEST OF THE WEST RAIL, AND 9.5 FEET EAST OF THE
 QG0284'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED S 35 1935 AND SET IN
 QG0284'THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES ABOVE GROUND.
 QG0284
 QG0284                          STATION RECOVERY (1985)
 QG0284
 QG0284'RECOVERY NOTE BY US POWER SQUADRON 1985 (LR)
 QG0284'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0071 ***********************************************************************
 RF0071  DESIGNATION -  S 36
 RF0071  PID         -  RF0071
 RF0071  STATE/COUNTY-  ME/AROOSTOOK
 RF0071  USGS QUAD   -  MAPLETON (1984)
 RF0071
 RF0071                         *CURRENT SURVEY CONTROL
 RF0071  ___________________________________________________________________
 RF0071* NAD 83(1986)-  46 41 04.     (N)    068 09 21.     (W)     SCALED    
 RF0071* NAVD 88     -       165.804  (meters)     543.98   (feet)  ADJUSTED  
 RF0071  ___________________________________________________________________
 RF0071  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 RF0071  DYNAMIC HT  -         165.820 (meters)     544.03  (feet)  COMP
 RF0071  MODELED GRAV-     980,704.1   (mgal)                       NAVD 88
 RF0071
 RF0071  VERT ORDER  -  SECOND    CLASS 0
 RF0071
 RF0071.The horizontal coordinates were scaled from a topographic map and have
 RF0071.an estimated accuracy of +/- 6 seconds.
 RF0071
 RF0071.The orthometric height was determined by differential leveling
 RF0071.and adjusted by the National Geodetic Survey in June 1991..
 RF0071
 RF0071.The geoid height was determined by GEOID03.
 RF0071
 RF0071.The dynamic height is computed by dividing the NAVD 88
 RF0071.geopotential number by the normal gravity value computed on the
 RF0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0071.degrees latitude (g = 980.6199 gals.).
 RF0071
 RF0071.The modeled gravity was interpolated from observed gravity values.
 RF0071
 RF0071;                    North         East    Units  Estimated Accuracy
 RF0071;SPC ME E     -   335,410.      326,330.      MT  (+/- 180 meters Scaled)
 RF0071
 RF0071                          SUPERSEDED SURVEY CONTROL
 RF0071
 RF0071  NGVD 29 (??/??/92)  165.985  (m)          544.57   (f) ADJ UNCH    2 0
 RF0071
 RF0071.Superseded values are not recommended for survey control.
 RF0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0071.See file dsdata.txt to determine how the superseded data were derived.
 RF0071
 RF0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM645704(NAD 83)
 RF0071_MARKER: DB = BENCH MARK DISK
 RF0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RF0071_STAMPING: S 36 1935
 RF0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0071+STABILITY: SURFACE MOTION
 RF0071
 RF0071  HISTORY     - Date     Condition        Report By
 RF0071  HISTORY     - 1935     MONUMENTED       CGS
 RF0071  HISTORY     - 1977     GOOD             LOCENG
 RF0071
 RF0071                          STATION DESCRIPTION
 RF0071
 RF0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RF0071'AT MAPLETON.
 RF0071'AT MAPLETON, AROOSTOOK COUNTY, ABOUT 0.2 MILE NORTHEAST OF THE
 RF0071'BANGOR AND AROOSTOOK RAILROAD STATION, ABOUT 120 YARDS NORTHEAST
 RF0071'OF MILEPOST 18, 98 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 RF0071'MAIN TRACK, 24 FEET SOUTHWEST OF A POLE, AND 2 FEET NORTHWEST OF
 RF0071'THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED S 36 1935 AND
 RF0071'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 8 INCHES ABOVE
 RF0071'GROUND.
 RF0071
 RF0071                          STATION RECOVERY (1977)
 RF0071
 RF0071'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 RF0071'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0856 ***********************************************************************
 PE0856  DESIGNATION -  S 37
 PE0856  PID         -  PE0856
 PE0856  STATE/COUNTY-  ME/WALDO
 PE0856  USGS QUAD   -  BELFAST (1979)
 PE0856
 PE0856                         *CURRENT SURVEY CONTROL
 PE0856  ___________________________________________________________________
 PE0856* NAD 83(1986)-  44 29 13.     (N)    069 03 24.     (W)     SCALED    
 PE0856* NAVD 88     -        58.389  (meters)     191.56   (feet)  ADJUSTED  
 PE0856  ___________________________________________________________________
 PE0856  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 PE0856  DYNAMIC HT  -          58.384 (meters)     191.55  (feet)  COMP
 PE0856  MODELED GRAV-     980,538.5   (mgal)                       NAVD 88
 PE0856
 PE0856  VERT ORDER  -  SECOND    CLASS 0
 PE0856
 PE0856.The horizontal coordinates were scaled from a topographic map and have
 PE0856.an estimated accuracy of +/- 6 seconds.
 PE0856
 PE0856.The orthometric height was determined by differential leveling
 PE0856.and adjusted by the National Geodetic Survey in June 1991..
 PE0856
 PE0856.The geoid height was determined by GEOID03.
 PE0856
 PE0856.The dynamic height is computed by dividing the NAVD 88
 PE0856.geopotential number by the normal gravity value computed on the
 PE0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0856.degrees latitude (g = 980.6199 gals.).
 PE0856
 PE0856.The modeled gravity was interpolated from observed gravity values.
 PE0856
 PE0856;                    North         East    Units  Estimated Accuracy
 PE0856;SPC ME E     -    91,290.      255,720.      MT  (+/- 180 meters Scaled)
 PE0856
 PE0856                          SUPERSEDED SURVEY CONTROL
 PE0856
 PE0856  NGVD 29 (??/??/92)   58.605  (m)          192.27   (f) ADJ UNCH    2 0
 PE0856
 PE0856.Superseded values are not recommended for survey control.
 PE0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0856.See file dsdata.txt to determine how the superseded data were derived.
 PE0856
 PE0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK954259(NAD 83)
 PE0856_MARKER: DB = BENCH MARK DISK
 PE0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0856_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0856_STAMPING: S 37 1935
 PE0856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0856+STABILITY: SURFACE MOTION
 PE0856
 PE0856  HISTORY     - Date     Condition        Report By
 PE0856  HISTORY     - 1935     MONUMENTED       CGS
 PE0856  HISTORY     - 1944     GOOD             NGS
 PE0856
 PE0856                          STATION DESCRIPTION
 PE0856
 PE0856'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 PE0856'2.2 MI SE FROM WALDO.
 PE0856'2.2 MILES SOUTHEAST ALONG THE BELFAST AND MOOSEHEAD LAKE RAILROAD
 PE0856'FROM THE STATION AT WALDO, WALDO COUNTY, 0.1 MILE SOUTH OF
 PE0856'MILEPOST B 5, 85 YARDS SOUTH OF THE CENTER OF A COUNTY-ROAD
 PE0856'CROSSING, AT THE YARD OF AN ABANDONED FARMHOUSE, AND 11.5 FEET
 PE0856'EAST OF THE EAST RAIL OF THE MAIN TRACK.  A STANDARD DISK,
 PE0856'STAMPED S 37 1935 AND SET IN THE TOP OF A CONCRETE POST
 PE0856'PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0397 ***********************************************************************
 PD0397  DESIGNATION -  S 39
 PD0397  PID         -  PD0397
 PD0397  STATE/COUNTY-  ME/WASHINGTON
 PD0397  USGS QUAD   -  NORTHEAST BLUFF (1990)
 PD0397
 PD0397                         *CURRENT SURVEY CONTROL
 PD0397  ___________________________________________________________________
 PD0397* NAD 83(1986)-  44 52 20.     (N)    067 55 06.     (W)     SCALED    
 PD0397* NAVD 88     -       134.454  (meters)     441.12   (feet)  ADJUSTED  
 PD0397  ___________________________________________________________________
 PD0397  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 PD0397  DYNAMIC HT  -         134.446 (meters)     441.09  (feet)  COMP
 PD0397  MODELED GRAV-     980,553.2   (mgal)                       NAVD 88
 PD0397
 PD0397  VERT ORDER  -  SECOND    CLASS 0
 PD0397
 PD0397.The horizontal coordinates were scaled from a topographic map and have
 PD0397.an estimated accuracy of +/- 6 seconds.
 PD0397
 PD0397.The orthometric height was determined by differential leveling
 PD0397.and adjusted by the National Geodetic Survey in June 1991..
 PD0397
 PD0397.The geoid height was determined by GEOID03.
 PD0397
 PD0397.The dynamic height is computed by dividing the NAVD 88
 PD0397.geopotential number by the normal gravity value computed on the
 PD0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0397.degrees latitude (g = 980.6199 gals.).
 PD0397
 PD0397.The modeled gravity was interpolated from observed gravity values.
 PD0397
 PD0397;                    North         East    Units  Estimated Accuracy
 PD0397;SPC ME E     -   134,110.      345,960.      MT  (+/- 180 meters Scaled)
 PD0397
 PD0397                          SUPERSEDED SURVEY CONTROL
 PD0397
 PD0397  NGVD 29 (??/??/92)  134.641  (m)          441.73   (f) ADJ UNCH    2 0
 PD0397
 PD0397.Superseded values are not recommended for survey control.
 PD0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0397.See file dsdata.txt to determine how the superseded data were derived.
 PD0397
 PD0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK854693(NAD 83)
 PD0397_MARKER: DB = BENCH MARK DISK
 PD0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PD0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PD0397_STAMPING: S 39 1935
 PD0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0397+STABILITY: SURFACE MOTION
 PD0397
 PD0397  HISTORY     - Date     Condition        Report By
 PD0397  HISTORY     - 1935     MONUMENTED       CGS
 PD0397  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 PD0397
 PD0397                          STATION DESCRIPTION
 PD0397
 PD0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PD0397'7.7 MI NE FROM BEDDINGTON.
 PD0397'7.7 MILES NORTHEAST ALONG STATE HIGHWAY 9 FROM THE POST OFFICE
 PD0397'AT BEDDINGTON, WASHINGTON COUNTY, 0.9 MILE NORTHEAST OF TOWNSHIP
 PD0397'MARKER T 24 MD-T 30 MD, AT THE MIDDLE OF A TANGENT BETWEEN A
 PD0397'CURVE TO THE SOUTHEAST AND A CURVE TO THE SOUTHWEST, AT THE TOP
 PD0397'OF A 3-FOOT EMBANKMENT, AND 28 FEET NORTH OF THE CENTERLINE OF
 PD0397'THE HIGHWAY.  A STANDARD DISK, STAMPED S 39 1935 AND SET IN THE
 PD0397'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 PD0397
 PD0397                          STATION RECOVERY (1986)
 PD0397
 PD0397'RECOVERY NOTE BY US POWER SQUADRON 1986 (LEP)
 PD0397'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF0175 ***********************************************************************
 PF0175  DESIGNATION -  S 4
 PF0175  PID         -  PF0175
 PF0175  STATE/COUNTY-  ME/OXFORD
 PF0175  USGS QUAD   -  NORWAY (1983)
 PF0175
 PF0175                         *CURRENT SURVEY CONTROL
 PF0175  ___________________________________________________________________
 PF0175* NAD 83(1986)-  44 13 16.     (N)    070 31 05.     (W)     SCALED    
 PF0175* NAVD 88     -       126.609  (meters)     415.38   (feet)  ADJUSTED  
 PF0175  ___________________________________________________________________
 PF0175  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 PF0175  DYNAMIC HT  -         126.592 (meters)     415.33  (feet)  COMP
 PF0175  MODELED GRAV-     980,485.0   (mgal)                       NAVD 88
 PF0175
 PF0175  VERT ORDER  -  FIRST     CLASS II
 PF0175
 PF0175.The horizontal coordinates were scaled from a topographic map and have
 PF0175.an estimated accuracy of +/- 6 seconds.
 PF0175
 PF0175.The orthometric height was determined by differential leveling
 PF0175.and adjusted by the National Geodetic Survey in June 1991..
 PF0175
 PF0175.The geoid height was determined by GEOID03.
 PF0175
 PF0175.The dynamic height is computed by dividing the NAVD 88
 PF0175.geopotential number by the normal gravity value computed on the
 PF0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PF0175.degrees latitude (g = 980.6199 gals.).
 PF0175
 PF0175.The modeled gravity was interpolated from observed gravity values.
 PF0175
 PF0175;                    North         East    Units  Estimated Accuracy
 PF0175;SPC ME W     -   154,240.      871,920.      MT  (+/- 180 meters Scaled)
 PF0175
 PF0175                          SUPERSEDED SURVEY CONTROL
 PF0175
 PF0175  NGVD 29 (??/??/92)  126.789  (m)          415.97   (f) ADJ UNCH    1 2
 PF0175
 PF0175.Superseded values are not recommended for survey control.
 PF0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF0175.See file dsdata.txt to determine how the superseded data were derived.
 PF0175
 PF0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ787975(NAD 83)
 PF0175_MARKER: DB = BENCH MARK DISK
 PF0175_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PF0175_SP_SET: FOUNDATION
 PF0175_STAMPING: S 4 1922
 PF0175_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PF0175
 PF0175  HISTORY     - Date     Condition        Report By
 PF0175  HISTORY     - 1922     MONUMENTED       CGS
 PF0175  HISTORY     - 1935     GOOD             NGS
 PF0175  HISTORY     - 1977     GOOD             LOCENG
 PF0175  HISTORY     - 1978     GOOD             NGS
 PF0175
 PF0175                          STATION DESCRIPTION
 PF0175
 PF0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PF0175'AT SOUTH PARIS.
 PF0175'AT SOUTH PARIS, OXFORD COUNTY, AT THE OXFORD COUNTY COURTHOUSE,
 PF0175'IN THE EAST WALL, IN THE FACE OF THE FOUNDATION, 4 FEET SOUTH
 PF0175'OF THE NORTHEAST CORNER, AND 1 FOOT ABOVE THE SIDEWALK.
 PF0175
 PF0175                          STATION RECOVERY (1977)
 PF0175
 PF0175'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 PF0175'RECOVERED IN GOOD CONDITION.
 PF0175
 PF0175                          STATION RECOVERY (1978)
 PF0175
 PF0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PF0175'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0018 ***********************************************************************
 RG0018  DESIGNATION -  S 4
 RG0018  PID         -  RG0018
 RG0018  STATE/COUNTY-  ME/AROOSTOOK
 RG0018  USGS QUAD   -  DAAQUAM (1987)
 RG0018
 RG0018                         *CURRENT SURVEY CONTROL
 RG0018  ___________________________________________________________________
 RG0018* NAD 83(1986)-  46 39 31.     (N)    070 00 26.     (W)     SCALED    
 RG0018* NAVD 88     -       373.885  (meters)    1226.65   (feet)  ADJUSTED  
 RG0018  ___________________________________________________________________
 RG0018  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 RG0018  DYNAMIC HT  -         373.898 (meters)    1226.70  (feet)  COMP
 RG0018  MODELED GRAV-     980,638.8   (mgal)                       NAVD 88
 RG0018
 RG0018  VERT ORDER  -  FIRST     CLASS II
 RG0018
 RG0018.The horizontal coordinates were scaled from a topographic map and have
 RG0018.an estimated accuracy of +/- 6 seconds.
 RG0018
 RG0018.The orthometric height was determined by differential leveling
 RG0018.and adjusted by the National Geodetic Survey in June 1991..
 RG0018
 RG0018.The geoid height was determined by GEOID03.
 RG0018
 RG0018.The dynamic height is computed by dividing the NAVD 88
 RG0018.geopotential number by the normal gravity value computed on the
 RG0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RG0018.degrees latitude (g = 980.6199 gals.).
 RG0018
 RG0018.The modeled gravity was interpolated from observed gravity values.
 RG0018
 RG0018;                    North         East    Units  Estimated Accuracy
 RG0018;SPC ME E     -   333,580.      184,650.      MT  (+/- 180 meters Scaled)
 RG0018
 RG0018                          SUPERSEDED SURVEY CONTROL
 RG0018
 RG0018  NGVD 29 (??/??/92)  374.058  (m)         1227.22   (f) ADJ UNCH    1 2
 RG0018
 RG0018.Superseded values are not recommended for survey control.
 RG0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0018.See file dsdata.txt to determine how the superseded data were derived.
 RG0018
 RG0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM229677(NAD 83)
 RG0018_MARKER: DB = BENCH MARK DISK
 RG0018_SETTING: 80 = SET IN A BOULDER
 RG0018_SP_SET: BOULDER
 RG0018_STAMPING: S 4 1953
 RG0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RG0018+STABILITY: SURFACE MOTION
 RG0018
 RG0018  HISTORY     - Date     Condition        Report By
 RG0018  HISTORY     - 1953     MONUMENTED       CGS
 RG0018
 RG0018                          STATION DESCRIPTION
 RG0018
 RG0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RG0018'2.8 MI SW FROM LAC FRONTIERE.
 RG0018'2.8 MILES SOUTHWEST ALONG THE QUEBEC CENTRAL RAILWAY FROM THE
 RG0018'STATION AT LAC FRONTIERE, ABOUT 0.15 MILE SOUTH OF MILE POST 76,
 RG0018'IN THE TOP OF A 6 BY 4-FOOT BOULDER, 63 FEET EAST OF EAST RAIL,
 RG0018'16 FEET EAST OF A FENCE LINE AND 30 FEET EAST-SOUTHEAST OF A
 RG0018'TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0323 ***********************************************************************
 QF0323  DESIGNATION -  S 40
 QF0323  PID         -  QF0323
 QF0323  STATE/COUNTY-  ME/WASHINGTON
 QF0323  USGS QUAD   -  CRAWFORD LAKE (1990)
 QF0323
 QF0323                         *CURRENT SURVEY CONTROL
 QF0323  ___________________________________________________________________
 QF0323* NAD 83(1986)-  45 00 07.     (N)    067 33 07.     (W)     SCALED    
 QF0323* NAVD 88     -       117.809  (meters)     386.51   (feet)  ADJUSTED  
 QF0323  ___________________________________________________________________
 QF0323  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 QF0323  DYNAMIC HT  -         117.804 (meters)     386.50  (feet)  COMP
 QF0323  MODELED GRAV-     980,573.1   (mgal)                       NAVD 88
 QF0323
 QF0323  VERT ORDER  -  SECOND    CLASS 0
 QF0323
 QF0323.The horizontal coordinates were scaled from a topographic map and have
 QF0323.an estimated accuracy of +/- 6 seconds.
 QF0323
 QF0323.The orthometric height was determined by differential leveling
 QF0323.and adjusted by the National Geodetic Survey in June 1991..
 QF0323
 QF0323.The geoid height was determined by GEOID03.
 QF0323
 QF0323.The dynamic height is computed by dividing the NAVD 88
 QF0323.geopotential number by the normal gravity value computed on the
 QF0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0323.degrees latitude (g = 980.6199 gals.).
 QF0323
 QF0323.The modeled gravity was interpolated from observed gravity values.
 QF0323
 QF0323;                    North         East    Units  Estimated Accuracy
 QF0323;SPC ME E     -   148,800.      374,740.      MT  (+/- 180 meters Scaled)
 QF0323
 QF0323                          SUPERSEDED SURVEY CONTROL
 QF0323
 QF0323  NGVD 29 (??/??/92)  118.00   (m)          387.1    (f) COMPUTED    2 0
 QF0323
 QF0323.Superseded values are not recommended for survey control.
 QF0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0323.See file dsdata.txt to determine how the superseded data were derived.
 QF0323
 QF0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK141841(NAD 83)
 QF0323_MARKER: DB = BENCH MARK DISK
 QF0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QF0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QF0323_STAMPING: S 40 1935
 QF0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0323+STABILITY: SURFACE MOTION
 QF0323
 QF0323  HISTORY     - Date     Condition        Report By
 QF0323  HISTORY     - 1935     MONUMENTED       CGS
 QF0323
 QF0323                          STATION DESCRIPTION
 QF0323
 QF0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QF0323'7.1 MI E FROM WESLEY.
 QF0323'7.1 MILES EAST ALONG STATE HIGHWAY 9 FROM THE JUNCTION OF STATE
 QF0323'HIGHWAY 192 AT WESLEY, WASHINGTON COUNTY, AT THE JUNCTION OF A
 QF0323'ROAD LEADING TO LOVE LAKE, 45 FEET NORTH OF THE CENTER LINE OF
 QF0323'THE ROAD, AND 46 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.
 QF0323'A STANDARD DISK, STAMPED S 40 1935 AND SET IN THE TOP OF A
 QF0323'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0076 ***********************************************************************
 QF0076  DESIGNATION -  S 41
 QF0076  PID         -  QF0076
 QF0076  STATE/COUNTY-  ME/WASHINGTON
 QF0076  USGS QUAD   -  MEDDYBEMPS LAKE EAST (1987)
 QF0076
 QF0076                         *CURRENT SURVEY CONTROL
 QF0076  ___________________________________________________________________
 QF0076* NAD 83(1986)-  45 01 54.     (N)    067 20 29.     (W)     SCALED    
 QF0076* NAVD 88     -        67.638  (meters)     221.91   (feet)  ADJUSTED  
 QF0076  ___________________________________________________________________
 QF0076  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 QF0076  DYNAMIC HT  -          67.636 (meters)     221.90  (feet)  COMP
 QF0076  MODELED GRAV-     980,587.9   (mgal)                       NAVD 88
 QF0076
 QF0076  VERT ORDER  -  SECOND    CLASS 0
 QF0076
 QF0076.The horizontal coordinates were scaled from a topographic map and have
 QF0076.an estimated accuracy of +/- 6 seconds.
 QF0076
 QF0076.The orthometric height was determined by differential leveling
 QF0076.and adjusted by the National Geodetic Survey in June 1991..
 QF0076
 QF0076.The geoid height was determined by GEOID03.
 QF0076
 QF0076.The dynamic height is computed by dividing the NAVD 88
 QF0076.geopotential number by the normal gravity value computed on the
 QF0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0076.degrees latitude (g = 980.6199 gals.).
 QF0076
 QF0076.The modeled gravity was interpolated from observed gravity values.
 QF0076
 QF0076;                    North         East    Units  Estimated Accuracy
 QF0076;SPC ME E     -   152,320.      391,290.      MT  (+/- 180 meters Scaled)
 QF0076
 QF0076                          SUPERSEDED SURVEY CONTROL
 QF0076
 QF0076  NGVD 29 (??/??/92)   67.841  (m)          222.57   (f) ADJ UNCH    2 0
 QF0076
 QF0076.Superseded values are not recommended for survey control.
 QF0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0076.See file dsdata.txt to determine how the superseded data were derived.
 QF0076
 QF0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK306878(NAD 83)
 QF0076_MARKER: DB = BENCH MARK DISK
 QF0076_SETTING: 80 = SET IN A BOULDER
 QF0076_SP_SET: BOULDER
 QF0076_STAMPING: S 41 1935
 QF0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0076+STABILITY: SURFACE MOTION
 QF0076
 QF0076  HISTORY     - Date     Condition        Report By
 QF0076  HISTORY     - 1935     MONUMENTED       CGS
 QF0076
 QF0076                          STATION DESCRIPTION
 QF0076
 QF0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QF0076'1 MI E FROM MEDDYBEMPS.
 QF0076'1.0 MILE EAST ALONG STATE HIGHWAY 191 FROM THE POST OFFICE AT
 QF0076'MEDDYBEMPS, WASHINGTON COUNTY, 150 FEET WEST OF THE JUNCTION
 QF0076'OF STATE HIGHWAY 214, 21 FEET NORTH OF THE CENTER LINE OF
 QF0076'THE HIGHWAY, AND IN THE TOP OF A GRANITE BOULDER.  A STANDARD
 QF0076'DISK, STAMPED S 41 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1227 ***********************************************************************
 PE1227  DESIGNATION -  S 44
 PE1227  PID         -  PE1227
 PE1227  STATE/COUNTY-  ME/LINCOLN
 PE1227  USGS QUAD   -  DAMARISCOTTA (1979)
 PE1227
 PE1227                         *CURRENT SURVEY CONTROL
 PE1227  ___________________________________________________________________
 PE1227* NAD 83(1986)-  44 04 51.     (N)    069 37 04.     (W)     SCALED    
 PE1227* NAVD 88     -        48.370  (meters)     158.69   (feet)  ADJUSTED  
 PE1227  ___________________________________________________________________
 PE1227  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 PE1227  DYNAMIC HT  -          48.365 (meters)     158.68  (feet)  COMP
 PE1227  MODELED GRAV-     980,520.0   (mgal)                       NAVD 88
 PE1227
 PE1227  VERT ORDER  -  SECOND    CLASS 0
 PE1227
 PE1227.The horizontal coordinates were scaled from a topographic map and have
 PE1227.an estimated accuracy of +/- 6 seconds.
 PE1227
 PE1227.The orthometric height was determined by differential leveling
 PE1227.and adjusted by the National Geodetic Survey in June 1991..
 PE1227
 PE1227.The geoid height was determined by GEOID03.
 PE1227
 PE1227.The dynamic height is computed by dividing the NAVD 88
 PE1227.geopotential number by the normal gravity value computed on the
 PE1227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1227.degrees latitude (g = 980.6199 gals.).
 PE1227
 PE1227.The modeled gravity was interpolated from observed gravity values.
 PE1227
 PE1227;                    North         East    Units  Estimated Accuracy
 PE1227;SPC ME W     -   138,740.      943,960.      MT  (+/- 180 meters Scaled)
 PE1227
 PE1227                          SUPERSEDED SURVEY CONTROL
 PE1227
 PE1227  NGVD 29 (??/??/92)   48.578  (m)          159.38   (f) ADJ UNCH    2 0
 PE1227
 PE1227.Superseded values are not recommended for survey control.
 PE1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1227.See file dsdata.txt to determine how the superseded data were derived.
 PE1227
 PE1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ505810(NAD 83)
 PE1227_MARKER: DB = BENCH MARK DISK
 PE1227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1227_STAMPING: S 44 1935
 PE1227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1227+STABILITY: SURFACE MOTION
 PE1227
 PE1227  HISTORY     - Date     Condition        Report By
 PE1227  HISTORY     - 1935     MONUMENTED       CGS
 PE1227
 PE1227                          STATION DESCRIPTION
 PE1227
 PE1227'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE1227'2.6 MI S FROM HEAD TIDE.
 PE1227'2.6 MILES SOUTH ALONG STATE HIGHWAY 218 FROM THE JUNCTION OF A
 PE1227'ROAD AT HEAD TIDE, LINCOLN COUNTY, 0.3 MILE SOUTHEAST OF THE
 PE1227'SOUTH SIDE OF THE ALNA CEMETERY, 58 YARDS SOUTH OF THE SOUTHEAST
 PE1227'CORNER OF THE ALNA CENTER DISTRICT SCHOOL 3, 76 FEET NORTHEAST
 PE1227'OF THE CENTER OF THE JUNCTION OF A ROAD LEADING SOUTH, 23 FEET
 PE1227'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AT THE SOUTHWEST
 PE1227'CORNER OF THE FIELD FENCE, AND 4 FEET SOUTH OF A POLE.  A
 PE1227'STANDARD DISK, STAMPED S 44 1935 AND SET IN THE TOP OF A
 PE1227'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0816 ***********************************************************************
 PE0816  DESIGNATION -  S 46
 PE0816  PID         -  PE0816
 PE0816  STATE/COUNTY-  ME/KENNEBEC
 PE0816  USGS QUAD   -  ALBION (1982)
 PE0816
 PE0816                         *CURRENT SURVEY CONTROL
 PE0816  ___________________________________________________________________
 PE0816* NAD 83(1986)-  44 33 04.     (N)    069 23 16.     (W)     SCALED    
 PE0816* NAVD 88     -        96.570  (meters)     316.83   (feet)  ADJUSTED  
 PE0816  ___________________________________________________________________
 PE0816  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 PE0816  DYNAMIC HT  -          96.563 (meters)     316.81  (feet)  COMP
 PE0816  MODELED GRAV-     980,539.7   (mgal)                       NAVD 88
 PE0816
 PE0816  VERT ORDER  -  SECOND    CLASS 0
 PE0816
 PE0816.The horizontal coordinates were scaled from a topographic map and have
 PE0816.an estimated accuracy of +/- 6 seconds.
 PE0816
 PE0816.The orthometric height was determined by differential leveling
 PE0816.and adjusted by the National Geodetic Survey in June 1991..
 PE0816
 PE0816.The geoid height was determined by GEOID03.
 PE0816
 PE0816.The dynamic height is computed by dividing the NAVD 88
 PE0816.geopotential number by the normal gravity value computed on the
 PE0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0816.degrees latitude (g = 980.6199 gals.).
 PE0816
 PE0816.The modeled gravity was interpolated from observed gravity values.
 PE0816
 PE0816;                    North         East    Units  Estimated Accuracy
 PE0816;SPC ME W     -   191,150.      961,890.      MT  (+/- 180 meters Scaled)
 PE0816
 PE0816                          SUPERSEDED SURVEY CONTROL
 PE0816
 PE0816  NGVD 29 (??/??/92)   96.785  (m)          317.54   (f) ADJ UNCH    2 0
 PE0816
 PE0816.Superseded values are not recommended for survey control.
 PE0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0816.See file dsdata.txt to determine how the superseded data were derived.
 PE0816
 PE0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK691331(NAD 83)
 PE0816_MARKER: DB = BENCH MARK DISK
 PE0816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0816_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0816_STAMPING: 46 1935
 PE0816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0816+STABILITY: SURFACE MOTION
 PE0816
 PE0816  HISTORY     - Date     Condition        Report By
 PE0816  HISTORY     - 1935     MONUMENTED       CGS
 PE0816  HISTORY     - 1987     GOOD             USPSQD
 PE0816
 PE0816                          STATION DESCRIPTION
 PE0816
 PE0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE0816'3.3 MI NE FROM ALBION.
 PE0816'3.3 MILES NORTHEAST ALONG STATE HIGHWAY 9 FROM THE POST OFFICE
 PE0816'AT ALBION, KENNEBEC COUNTY, 1.2 MILES NORTHEAST OF THE JUNCTION
 PE0816'OF STATE HIGHWAY 137, 0.3 MILE NORTHEAST OF THE ALBION-UNITY TOWN
 PE0816'LINE, 3 POLES NORTHEAST OF FOWLER BROOK, 5.9 FEET EAST OF THE
 PE0816'SOUTH CORNER OF A CEMETERY, AND 2 FEET SOUTHEAST OF THE SOUTHEAST
 PE0816'SIDE.  A STANDARD DISK, STAMPED S 46 1935 AND SET IN THE TOP
 PE0816'OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 PE0816
 PE0816                          STATION RECOVERY (1987)
 PE0816
 PE0816'RECOVERY NOTE BY US POWER SQUADRON 1987 (ELG)
 PE0816'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0930 ***********************************************************************
 PE0930  DESIGNATION -  S 47
 PE0930  PID         -  PE0930
 PE0930  STATE/COUNTY-  ME/WALDO
 PE0930  USGS QUAD   -  LIBERTY (1979)
 PE0930
 PE0930                         *CURRENT SURVEY CONTROL
 PE0930  ___________________________________________________________________
 PE0930* NAD 83(1986)-  44 22 31.     (N)    069 19 14.     (W)     SCALED    
 PE0930* NAVD 88     -       203.848  (meters)     668.79   (feet)  ADJUSTED  
 PE0930  ___________________________________________________________________
 PE0930  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 PE0930  DYNAMIC HT  -         203.830 (meters)     668.73  (feet)  COMP
 PE0930  MODELED GRAV-     980,526.0   (mgal)                       NAVD 88
 PE0930
 PE0930  VERT ORDER  -  SECOND    CLASS 0
 PE0930
 PE0930.The horizontal coordinates were scaled from a topographic map and have
 PE0930.an estimated accuracy of +/- 6 seconds.
 PE0930
 PE0930.The orthometric height was determined by differential leveling
 PE0930.and adjusted by the National Geodetic Survey in June 1991..
 PE0930
 PE0930.The geoid height was determined by GEOID03.
 PE0930
 PE0930.The dynamic height is computed by dividing the NAVD 88
 PE0930.geopotential number by the normal gravity value computed on the
 PE0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0930.degrees latitude (g = 980.6199 gals.).
 PE0930
 PE0930.The modeled gravity was interpolated from observed gravity values.
 PE0930
 PE0930;                    North         East    Units  Estimated Accuracy
 PE0930;SPC ME E     -    79,060.      234,610.      MT  (+/- 180 meters Scaled)
 PE0930
 PE0930                          SUPERSEDED SURVEY CONTROL
 PE0930
 PE0930  NGVD 29 (??/??/92)  204.063  (m)          669.50   (f) ADJ UNCH    2 0
 PE0930
 PE0930.Superseded values are not recommended for survey control.
 PE0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0930.See file dsdata.txt to determine how the superseded data were derived.
 PE0930
 PE0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK744136(NAD 83)
 PE0930_MARKER: DB = BENCH MARK DISK
 PE0930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0930_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0930_STAMPING: S 47 1935
 PE0930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0930+STABILITY: SURFACE MOTION
 PE0930
 PE0930  HISTORY     - Date     Condition        Report By
 PE0930  HISTORY     - 1935     MONUMENTED       CGS
 PE0930
 PE0930                          STATION DESCRIPTION
 PE0930
 PE0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE0930'1.4 MI S FROM LIBERTY.
 PE0930'1.4 MILES SOUTH ALONG STATE HIGHWAY 220 FROM THE INTERSECTION OF
 PE0930'STATE HIGHWAY 3 AT LIBERTY, WALDO COUNTY, 54 FEET NORTH OF THE
 PE0930'NORTH CORNER OF THE W.J. GREELEY FARMHOUSE, 40 FEET NORTHEAST
 PE0930'OF THE CENTERLINE OF A DRIVE LEADING EAST, 25 FEET SOUTHEAST
 PE0930'OF THE CENTER LINE OF THE HIGHWAY, AND 6 FEET SOUTH OF AN
 PE0930'EVERGREEN TREE.  A STANDARD DISK, STAMPED S 47 1935 AND SET IN
 PE0930'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0952 ***********************************************************************
 PE0952  DESIGNATION -  S 48
 PE0952  PID         -  PE0952
 PE0952  STATE/COUNTY-  ME/KNOX
 PE0952  USGS QUAD   -  UNION (1979)
 PE0952
 PE0952                         *CURRENT SURVEY CONTROL
 PE0952  ___________________________________________________________________
 PE0952* NAD 83(1986)-  44 10 05.     (N)    069 14 58.     (W)     SCALED    
 PE0952* NAVD 88     -        59.250  (meters)     194.39   (feet)  ADJUSTED  
 PE0952  ___________________________________________________________________
 PE0952  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 PE0952  DYNAMIC HT  -          59.244 (meters)     194.37  (feet)  COMP
 PE0952  MODELED GRAV-     980,524.1   (mgal)                       NAVD 88
 PE0952
 PE0952  VERT ORDER  -  SECOND    CLASS 0
 PE0952
 PE0952.The horizontal coordinates were scaled from a topographic map and have
 PE0952.an estimated accuracy of +/- 6 seconds.
 PE0952
 PE0952.The orthometric height was determined by differential leveling
 PE0952.and adjusted by the National Geodetic Survey in June 1991..
 PE0952
 PE0952.The geoid height was determined by GEOID03.
 PE0952
 PE0952.The dynamic height is computed by dividing the NAVD 88
 PE0952.geopotential number by the normal gravity value computed on the
 PE0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0952.degrees latitude (g = 980.6199 gals.).
 PE0952
 PE0952.The modeled gravity was interpolated from observed gravity values.
 PE0952
 PE0952;                    North         East    Units  Estimated Accuracy
 PE0952;SPC ME E     -    55,980.      240,070.      MT  (+/- 180 meters Scaled)
 PE0952
 PE0952                          SUPERSEDED SURVEY CONTROL
 PE0952
 PE0952  NGVD 29 (??/??/92)   59.459  (m)          195.08   (f) ADJ UNCH    2 0
 PE0952
 PE0952.Superseded values are not recommended for survey control.
 PE0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0952.See file dsdata.txt to determine how the superseded data were derived.
 PE0952
 PE0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ800905(NAD 83)
 PE0952_MARKER: DB = BENCH MARK DISK
 PE0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0952_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0952_STAMPING: S 48 1935
 PE0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0952+STABILITY: SURFACE MOTION
 PE0952
 PE0952  HISTORY     - Date     Condition        Report By
 PE0952  HISTORY     - 1935     MONUMENTED       CGS
 PE0952  HISTORY     - 1953     GOOD             NGS
 PE0952  HISTORY     - 1966     GOOD             NGS
 PE0952
 PE0952                          STATION DESCRIPTION
 PE0952
 PE0952'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 PE0952'3.6 MI NW FROM WARREN.
 PE0952'3.6 MILES NORTHWEST ALONG STATE HIGHWAY 131 FROM THE INTERSECTION
 PE0952'OF STATE HIGHWAY 137 AT WARREN, KNOX COUNTY, 0.2 MILE NORTH
 PE0952'OF THE PLEASANTVILLE STORE, 48 FEET EAST OF THE CENTERLINE OF THE
 PE0952'HIGHWAY, 16 FEET SOUTH OF THE NORTHWEST CORNER OF A CEMETERY,
 PE0952'AND 2 FEET WEST OF THE WEST FENCE.  A STANDARD DISK, STAMPED
 PE0952'S 48 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 PE0952'INCHES ABOVE GROUND.  NOTE-- 1966 REPORT STATES HWY. 137 SHOULD
 PE0952'NOW READ HWY. 90.
 PE0952
 PE0952                          STATION RECOVERY (1966)
 PE0952
 PE0952'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 PE0952'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0983 ***********************************************************************
 PE0983  DESIGNATION -  S 49
 PE0983  PID         -  PE0983
 PE0983  STATE/COUNTY-  ME/WALDO
 PE0983  USGS QUAD   -  MORRILL (1979)
 PE0983
 PE0983                         *CURRENT SURVEY CONTROL
 PE0983  ___________________________________________________________________
 PE0983* NAD 83(1986)-  44 27 57.     (N)    069 09 22.     (W)     SCALED    
 PE0983* NAVD 88     -       127.490  (meters)     418.27   (feet)  ADJUSTED  
 PE0983  ___________________________________________________________________
 PE0983  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 PE0983  DYNAMIC HT  -         127.480 (meters)     418.24  (feet)  COMP
 PE0983  MODELED GRAV-     980,534.2   (mgal)                       NAVD 88
 PE0983
 PE0983  VERT ORDER  -  SECOND    CLASS 0
 PE0983
 PE0983.The horizontal coordinates were scaled from a topographic map and have
 PE0983.an estimated accuracy of +/- 6 seconds.
 PE0983
 PE0983.The orthometric height was determined by differential leveling
 PE0983.and adjusted by the National Geodetic Survey in June 1991..
 PE0983
 PE0983.The geoid height was determined by GEOID03.
 PE0983
 PE0983.The dynamic height is computed by dividing the NAVD 88
 PE0983.geopotential number by the normal gravity value computed on the
 PE0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0983.degrees latitude (g = 980.6199 gals.).
 PE0983
 PE0983.The modeled gravity was interpolated from observed gravity values.
 PE0983
 PE0983;                    North         East    Units  Estimated Accuracy
 PE0983;SPC ME E     -    89,000.      247,800.      MT  (+/- 180 meters Scaled)
 PE0983
 PE0983                          SUPERSEDED SURVEY CONTROL
 PE0983
 PE0983  NGVD 29 (??/??/92)  127.70   (m)          419.0    (f) COMPUTED    2 0
 PE0983
 PE0983.Superseded values are not recommended for survey control.
 PE0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0983.See file dsdata.txt to determine how the superseded data were derived.
 PE0983
 PE0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK875236(NAD 83)
 PE0983_MARKER: DB = BENCH MARK DISK
 PE0983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0983_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0983_STAMPING: S 49 1935
 PE0983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0983+STABILITY: SURFACE MOTION
 PE0983
 PE0983  HISTORY     - Date     Condition        Report By
 PE0983  HISTORY     - 1935     MONUMENTED       CGS
 PE0983
 PE0983                          STATION DESCRIPTION
 PE0983
 PE0983'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE0983'1.1 MI NE FROM MORRILL.
 PE0983'S-49 IS LOCATED 1.9 MILE NORTHEAST OF THE CROSS ROADS AT MORRILL,
 PE0983'50 YDS. WEST OF MORRILL-WALDO TOWN LINE, 66 FT. EAST OF CENTERLINE
 PE0983'OF ROAD AT TURN, 28 FT. SOUTH OF CENTERLINE OF ROAD, 10 FT.
 PE0983'SOUTH OF A TELEPHONE POLE, 2 FT. SOUTH OF STONE FENCE.  TABLET
 PE0983'SET IN TOP OF CONCRETE POST 6 IN HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0984 ***********************************************************************
 PE0984  DESIGNATION -  S 49 RESET 1935
 PE0984  PID         -  PE0984
 PE0984  STATE/COUNTY-  ME/WALDO
 PE0984  USGS QUAD   -  MORRILL (1979)
 PE0984
 PE0984                         *CURRENT SURVEY CONTROL
 PE0984  ___________________________________________________________________
 PE0984* NAD 83(1986)-  44 27 57.     (N)    069 09 22.     (W)     SCALED    
 PE0984* NAVD 88     -       127.99   (+/-2cm)     419.9    (feet)  VERTCON   
 PE0984  ___________________________________________________________________
 PE0984  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 PE0984
 PE0984  VERT ORDER  -  THIRD (See Below)
 PE0984
 PE0984.The horizontal coordinates were scaled from a topographic map and have
 PE0984.an estimated accuracy of +/- 6 seconds.
 PE0984
 PE0984.The NAVD 88 height was computed by applying the VERTCON shift value to
 PE0984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PE0984.The vertical order pertains to the NGVD 29 superseded value.
 PE0984
 PE0984.The geoid height was determined by GEOID03.
 PE0984
 PE0984;                    North         East    Units  Estimated Accuracy
 PE0984;SPC ME E     -    89,000.      247,800.      MT  (+/- 180 meters Scaled)
 PE0984
 PE0984                          SUPERSEDED SURVEY CONTROL
 PE0984
 PE0984  NGVD 29 (??/??/??)  128.20   (m)          420.6    (f) RESET       3  
 PE0984
 PE0984.Superseded values are not recommended for survey control.
 PE0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0984.See file dsdata.txt to determine how the superseded data were derived.
 PE0984
 PE0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK875236(NAD 83)
 PE0984_MARKER: DB = BENCH MARK DISK
 PE0984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0984_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0984_STAMPING: S 49 1935
 PE0984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0984+STABILITY: SURFACE MOTION
 PE0984
 PE0984  HISTORY     - Date     Condition        Report By
 PE0984  HISTORY     - 1935     MONUMENTED       MEHD
 PE0984
 PE0984                          STATION DESCRIPTION
 PE0984
 PE0984'DESCRIBED BY MAINE HIGHWAY DEPARTMENT (NOW MEDT) 1935
 PE0984'1.9 MI NE FROM MORRILL.
 PE0984'1.9 MILES NORTHEAST ALONG THE WALDO ROAD FROM A ROAD CROSSING AT
 PE0984'MORRILL, WALDO COUNTY, 143 FEET SOUTH OF THE MORRILL-WALDO
 PE0984'TOWN-LINE, AT A CURVE, AND 28 FEET EAST OF THE CENTERLINE OF THE
 PE0984'ROAD.  A STANDARD DISK, STAMPED S 49 1935 AND SET IN THE TOP OF A
 PE0984'CONCRETE POST.  NOTE-- THIS BENCH MARK WAS ESTABLISHED AND ITS
 PE0984'ELEVATION DETERMINED IN THE FALL OF 1935 BY JOHN W. BOYD, JUNIOR
 PE0984'ENGINEER OF THE MAINE STATE HIGHWAY COMMISSION.  ITS ELEVATION IS
 PE0984'1.647 FEET HIGHER THAN THE ELEVATION OF THE ORIGINAL BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0237 ***********************************************************************
 OC0237  DESIGNATION -  S 5
 OC0237  PID         -  OC0237
 OC0237  STATE/COUNTY-  ME/YORK
 OC0237  USGS QUAD   -  BIDDEFORD (1975)
 OC0237
 OC0237                         *CURRENT SURVEY CONTROL
 OC0237  ___________________________________________________________________
 OC0237* NAD 83(1986)-  43 29 30.     (N)    070 26 46.     (W)     SCALED    
 OC0237* NAVD 88     -         1.827  (meters)       5.99   (feet)  ADJUSTED  
 OC0237  ___________________________________________________________________
 OC0237  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 OC0237  DYNAMIC HT  -           1.827 (meters)       5.99  (feet)  COMP
 OC0237  MODELED GRAV-     980,490.0   (mgal)                       NAVD 88
 OC0237
 OC0237  VERT ORDER  -  FIRST     CLASS II
 OC0237
 OC0237.The horizontal coordinates were scaled from a topographic map and have
 OC0237.an estimated accuracy of +/- 6 seconds.
 OC0237
 OC0237.The orthometric height was determined by differential leveling
 OC0237.and adjusted by the National Geodetic Survey in June 1991..
 OC0237
 OC0237.The geoid height was determined by GEOID03.
 OC0237
 OC0237.The dynamic height is computed by dividing the NAVD 88
 OC0237.geopotential number by the normal gravity value computed on the
 OC0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0237.degrees latitude (g = 980.6199 gals.).
 OC0237
 OC0237.The modeled gravity was interpolated from observed gravity values.
 OC0237
 OC0237;                    North         East    Units  Estimated Accuracy
 OC0237;SPC ME W     -    73,170.      877,400.      MT  (+/- 180 meters Scaled)
 OC0237
 OC0237                          SUPERSEDED SURVEY CONTROL
 OC0237
 OC0237  NGVD 29 (??/??/92)    2.04   (m)            6.7    (f) COMPUTED    1 2
 OC0237
 OC0237.Superseded values are not recommended for survey control.
 OC0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0237.See file dsdata.txt to determine how the superseded data were derived.
 OC0237
 OC0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ830164(NAD 83)
 OC0237_MARKER: DB = BENCH MARK DISK
 OC0237_SETTING: 66 = SET IN ROCK OUTCROP
 OC0237_SP_SET: ROCK LEDGE
 OC0237_STAMPING: ELEV 6.706 FT S 5 1923
 OC0237_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC0237+STABILITY: POSITION/ELEVATION WELL
 OC0237
 OC0237  HISTORY     - Date     Condition        Report By
 OC0237  HISTORY     - 1923     MONUMENTED       CGS
 OC0237  HISTORY     - 1966     MARK NOT FOUND   NGS
 OC0237  HISTORY     - 1978     MARK NOT FOUND   DOD
 OC0237
 OC0237                          STATION DESCRIPTION
 OC0237
 OC0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 OC0237'AT BIDDEFORD.
 OC0237'AT BIDDEFORD, YORK COUNTY, ON THE SOUTH BANK OF SACO RIVER, 345
 OC0237'FEET EAST OF THE LAST POWER-TRANSMISSION LINE TOWER ON THE
 OC0237'SOUTH SIDE OF THE RIVER, 84 FEET EAST OF THE EAST STONE
 OC0237'RETAINING WALL OF THE CUMBERLAND COUNTY LIGHT AND POWER CO.
 OC0237'PROPERTY, IN THE FACE OF A ROCK LEDGE, AND 4 FEET ABOVE THE
 OC0237'GROUND.  A STANDARD DISK, STAMPED ELEV 6.706 FT S 5 1923 AND SET
 OC0237'VERTICALLY.
 OC0237
 OC0237                          STATION RECOVERY (1978)
 OC0237
 OC0237'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 OC0237'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RG0064 ***********************************************************************
 RG0064  DESIGNATION -  S 5
 RG0064  PID         -  RG0064
 RG0064  STATE/COUNTY-  ME/SOMERSET
 RG0064  USGS QUAD   -  HARDWOOD MOUNTAIN (1989)
 RG0064
 RG0064                         *CURRENT SURVEY CONTROL
 RG0064  ___________________________________________________________________
 RG0064* NAD 83(1986)-  46 25 49.     (N)    070 07 01.     (W)     SCALED    
 RG0064* NAVD 88     -       389.361  (meters)    1277.43   (feet)  ADJUSTED  
 RG0064  ___________________________________________________________________
 RG0064  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 RG0064  DYNAMIC HT  -         389.366 (meters)    1277.44  (feet)  COMP
 RG0064  MODELED GRAV-     980,617.2   (mgal)                       NAVD 88
 RG0064
 RG0064  VERT ORDER  -  SECOND    CLASS 0
 RG0064
 RG0064.The horizontal coordinates were scaled from a topographic map and have
 RG0064.an estimated accuracy of +/- 6 seconds.
 RG0064
 RG0064.The orthometric height was determined by differential leveling
 RG0064.and adjusted by the National Geodetic Survey in June 1991..
 RG0064
 RG0064.The geoid height was determined by GEOID03.
 RG0064
 RG0064.The dynamic height is computed by dividing the NAVD 88
 RG0064.geopotential number by the normal gravity value computed on the
 RG0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RG0064.degrees latitude (g = 980.6199 gals.).
 RG0064
 RG0064.The modeled gravity was interpolated from observed gravity values.
 RG0064
 RG0064;                    North         East    Units  Estimated Accuracy
 RG0064;SPC ME W     -   399,700.      903,820.      MT  (+/- 180 meters Scaled)
 RG0064
 RG0064                          SUPERSEDED SURVEY CONTROL
 RG0064
 RG0064  NGVD 29 (??/??/92)  389.529  (m)         1277.98   (f) ADJ UNCH    2 0
 RG0064
 RG0064.Superseded values are not recommended for survey control.
 RG0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0064.See file dsdata.txt to determine how the superseded data were derived.
 RG0064
 RG0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM141424(NAD 83)
 RG0064_MARKER: DB = BENCH MARK DISK
 RG0064_SETTING: 80 = SET IN A BOULDER
 RG0064_SP_SET: BOULDER
 RG0064_STAMPING: R 5 1953
 RG0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RG0064+STABILITY: SURFACE MOTION
 RG0064
 RG0064  HISTORY     - Date     Condition        Report By
 RG0064  HISTORY     - 1953     MONUMENTED       CGS
 RG0064
 RG0064                          STATION DESCRIPTION
 RG0064
 RG0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RG0064'5.8 MI SE FROM STE CAMILLE.
 RG0064'5.8 MILES SOUTHEAST ALONG A ROAD FROM THE CROSSING OF THE QUEBEC
 RG0064'CENTRAL RAILROAD AND STATION AT STE CAMILLE, ABOUT 0.3 MILE
 RG0064'SOUTHEAST OF THE JUNCTION OF A ROAD LEADING SOUTH-SOUTHWEST,
 RG0064'ABOUT 85 YARDS NORTHWEST OF THE NORTHWEST EDGE OF A CLEARING,
 RG0064'IN THE TOP AND 1 1/2 FEET NORTHEAST OF SOUTHWEST END OF A RIDGE
 RG0064'SHAPED BOULDER ABOUT 15 BY 6-FEET AND PROJECTING 2 FEET WITH
 RG0064'SMALL FIR TREES GROWING ON THE NORTHWEST END OF BOULDER, 17
 RG0064'FEET NORTHEAST OF CENTER LINE OF ROAD AND ABOUT 1 FOOT ABOVE
 RG0064'LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1013 ***********************************************************************
 PE1013  DESIGNATION -  S 50
 PE1013  PID         -  PE1013
 PE1013  STATE/COUNTY-  ME/WALDO
 PE1013  USGS QUAD   -  PALERMO (1979)
 PE1013
 PE1013                         *CURRENT SURVEY CONTROL
 PE1013  ___________________________________________________________________
 PE1013* NAD 83(1986)-  44 24 02.     (N)    069 28 17.     (W)     SCALED    
 PE1013* NAVD 88     -       140.288  (meters)     460.26   (feet)  ADJUSTED  
 PE1013  ___________________________________________________________________
 PE1013  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 PE1013  DYNAMIC HT  -         140.276 (meters)     460.22  (feet)  COMP
 PE1013  MODELED GRAV-     980,535.0   (mgal)                       NAVD 88
 PE1013
 PE1013  VERT ORDER  -  SECOND    CLASS 0
 PE1013
 PE1013.The horizontal coordinates were scaled from a topographic map and have
 PE1013.an estimated accuracy of +/- 6 seconds.
 PE1013
 PE1013.The orthometric height was determined by differential leveling
 PE1013.and adjusted by the National Geodetic Survey in June 1991..
 PE1013
 PE1013.The geoid height was determined by GEOID03.
 PE1013
 PE1013.The dynamic height is computed by dividing the NAVD 88
 PE1013.geopotential number by the normal gravity value computed on the
 PE1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1013.degrees latitude (g = 980.6199 gals.).
 PE1013
 PE1013.The modeled gravity was interpolated from observed gravity values.
 PE1013
 PE1013;                    North         East    Units  Estimated Accuracy
 PE1013;SPC ME E     -    82,000.      222,620.      MT  (+/- 180 meters Scaled)
 PE1013
 PE1013                          SUPERSEDED SURVEY CONTROL
 PE1013
 PE1013  NGVD 29 (??/??/92)  140.504  (m)          460.97   (f) ADJ UNCH    2 0
 PE1013
 PE1013.Superseded values are not recommended for survey control.
 PE1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1013.See file dsdata.txt to determine how the superseded data were derived.
 PE1013
 PE1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK624164(NAD 83)
 PE1013_MARKER: DB = BENCH MARK DISK
 PE1013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1013_STAMPING: S 50 1935
 PE1013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1013+STABILITY: SURFACE MOTION
 PE1013
 PE1013  HISTORY     - Date     Condition        Report By
 PE1013  HISTORY     - 1935     MONUMENTED       CGS
 PE1013
 PE1013                          STATION DESCRIPTION
 PE1013
 PE1013'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE1013'0.5 MI S FROM PALERMO.
 PE1013'0.5 MILE SOUTH ALONG STATE HIGHWAY 3 FROM THE POST OFFICE AT
 PE1013'PALERMO, WALDO COUNTY, 53 YARDS NORTH OF THE NORTH END OF THE
 PE1013'G.A. BRADSTREETS HOUSE, 21 FEET EAST OF THE CENTERLINE OF THE
 PE1013'HIGHWAY, AND 4 FEET WEST OF A LARGE APPLE TREE AT THE PROPERTY
 PE1013'LINE.  A STANDARD DISK, STAMPED S 50 1935 AND SET IN THE TOP OF
 PE1013'A CONCRETE POST PROJECTING 1/2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1016 ***********************************************************************
 PE1016  DESIGNATION -  S 51
 PE1016  PID         -  PE1016
 PE1016  STATE/COUNTY-  ME/KNOX
 PE1016  USGS QUAD   -  CAMDEN (1991)
 PE1016
 PE1016                         *CURRENT SURVEY CONTROL
 PE1016  ___________________________________________________________________
 PE1016* NAD 83(1986)-  44 11 12.     (N)    069 05 47.     (W)     SCALED    
 PE1016* NAVD 88     -        52.666  (meters)     172.79   (feet)  ADJUSTED  
 PE1016  ___________________________________________________________________
 PE1016  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 PE1016  DYNAMIC HT  -          52.660 (meters)     172.77  (feet)  COMP
 PE1016  MODELED GRAV-     980,520.1   (mgal)                       NAVD 88
 PE1016
 PE1016  VERT ORDER  -  SECOND    CLASS 0
 PE1016
 PE1016.The horizontal coordinates were scaled from a topographic map and have
 PE1016.an estimated accuracy of +/- 6 seconds.
 PE1016
 PE1016.The orthometric height was determined by differential leveling
 PE1016.and adjusted by the National Geodetic Survey in June 1991..
 PE1016
 PE1016.The geoid height was determined by GEOID03.
 PE1016
 PE1016.The dynamic height is computed by dividing the NAVD 88
 PE1016.geopotential number by the normal gravity value computed on the
 PE1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1016.degrees latitude (g = 980.6199 gals.).
 PE1016
 PE1016.The modeled gravity was interpolated from observed gravity values.
 PE1016
 PE1016;                    North         East    Units  Estimated Accuracy
 PE1016;SPC ME E     -    57,950.      252,320.      MT  (+/- 180 meters Scaled)
 PE1016
 PE1016                          SUPERSEDED SURVEY CONTROL
 PE1016
 PE1016  NGVD 29 (??/??/92)   52.876  (m)          173.48   (f) ADJ UNCH    2 0
 PE1016
 PE1016.Superseded values are not recommended for survey control.
 PE1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1016.See file dsdata.txt to determine how the superseded data were derived.
 PE1016
 PE1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ922926(NAD 83)
 PE1016_MARKER: DB = BENCH MARK DISK
 PE1016_SETTING: 80 = SET IN A BOULDER
 PE1016_SP_SET: BOULDER
 PE1016_STAMPING: S 51 1935
 PE1016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1016+STABILITY: SURFACE MOTION
 PE1016
 PE1016  HISTORY     - Date     Condition        Report By
 PE1016  HISTORY     - 1935     MONUMENTED       CGS
 PE1016  HISTORY     - 1953     GOOD             NGS
 PE1016  HISTORY     - 19910606 MARK NOT FOUND   USPSQD
 PE1016  HISTORY     - 20011105 MARK NOT FOUND   USPSQD
 PE1016
 PE1016                          STATION DESCRIPTION
 PE1016
 PE1016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 PE1016'1 MI W FROM ROCKPORT.
 PE1016'0.7 MILE WEST ALONG STATE HIGHWAY NO. 90 FROM THE JUNCTION WITH
 PE1016'U.S. HIGHWAY NO. 1 AT ROCKPORT, APPROXIMATELY 400 FEET WEST OF
 PE1016'THE WEST END OF A CURVE IN ROAD, AT TOP OF HILL, 141.3 FEET
 PE1016'NORTH OF CENTERLINE OF HIGHWAY, 41.0 FEET WEST OF A LONE PINE
 PE1016'TREE IN CLEARED FIELD AND IN TOP OF A LARGE GRANITE BOULDER.
 PE1016
 PE1016                          STATION RECOVERY (1991)
 PE1016
 PE1016'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 PE1016'MARK NOT FOUND.
 PE1016
 PE1016                          STATION RECOVERY (2001)
 PE1016
 PE1016'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 PE1016'GPS LAT/LON PLACES SITE OF THIS MARK AT ENTRANCE DRIVE TO CAMDEN, ME.
 PE1016'HIGH SCHOOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1299 ***********************************************************************
 PE1299  DESIGNATION -  S 52
 PE1299  PID         -  PE1299
 PE1299  STATE/COUNTY-  ME/KENNEBEC
 PE1299  USGS QUAD   -  WEEKS MILLS (1982)
 PE1299
 PE1299                         *CURRENT SURVEY CONTROL
 PE1299  ___________________________________________________________________
 PE1299* NAD 83(1986)-  44 16 42.     (N)    069 37 15.     (W)     SCALED    
 PE1299* NAVD 88     -        98.756  (meters)     324.00   (feet)  ADJUSTED  
 PE1299  ___________________________________________________________________
 PE1299  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 PE1299  DYNAMIC HT  -          98.747 (meters)     323.97  (feet)  COMP
 PE1299  MODELED GRAV-     980,524.5   (mgal)                       NAVD 88
 PE1299
 PE1299  VERT ORDER  -  SECOND    CLASS 0
 PE1299
 PE1299.The horizontal coordinates were scaled from a topographic map and have
 PE1299.an estimated accuracy of +/- 6 seconds.
 PE1299
 PE1299.The orthometric height was determined by differential leveling
 PE1299.and adjusted by the National Geodetic Survey in June 1991..
 PE1299
 PE1299.The geoid height was determined by GEOID03.
 PE1299
 PE1299.The dynamic height is computed by dividing the NAVD 88
 PE1299.geopotential number by the normal gravity value computed on the
 PE1299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE1299.degrees latitude (g = 980.6199 gals.).
 PE1299
 PE1299.The modeled gravity was interpolated from observed gravity values.
 PE1299
 PE1299;                    North         East    Units  Estimated Accuracy
 PE1299;SPC ME W     -   160,680.      943,570.      MT  (+/- 180 meters Scaled)
 PE1299
 PE1299                          SUPERSEDED SURVEY CONTROL
 PE1299
 PE1299  NGVD 29 (??/??/92)   98.969  (m)          324.70   (f) ADJ UNCH    2 0
 PE1299
 PE1299.Superseded values are not recommended for survey control.
 PE1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1299.See file dsdata.txt to determine how the superseded data were derived.
 PE1299
 PE1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK504029(NAD 83)
 PE1299_MARKER: DB = BENCH MARK DISK
 PE1299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE1299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE1299_STAMPING: S 52 1935
 PE1299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE1299+STABILITY: SURFACE MOTION
 PE1299
 PE1299  HISTORY     - Date     Condition        Report By
 PE1299  HISTORY     - 1935     MONUMENTED       CGS
 PE1299
 PE1299                          STATION DESCRIPTION
 PE1299
 PE1299'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PE1299'3.7 MI NW FROM COOPERS MILLS.
 PE1299'IN KENNEBEC COUNTY, 3.7 MILES NORTHWEST ALONG STATE HIGHWAY 17
 PE1299'FROM THE POST OFFICE AT COOPERS MILLS, LINCOLN COUNTY, 34 FEET
 PE1299'NORTHWEST OF THE CENTERLINE OF A DRIVE BETWEEN TWO STONE WALLS,
 PE1299'28 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET
 PE1299'NORTH OF THE STONE FENCE.  A STANDARD DISK STAMPED S 52 1935 AND
 PE1299'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 PE1299'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0093 ***********************************************************************
 RE0093  DESIGNATION -  S 55
 RE0093  PID         -  RE0093
 RE0093  STATE/COUNTY-  ME/AROOSTOOK
 RE0093  USGS QUAD   -  FORT FAIRFIELD (1984)
 RE0093
 RE0093                         *CURRENT SURVEY CONTROL
 RE0093  ___________________________________________________________________
 RE0093* NAD 83(1986)-  46 48 39.     (N)    067 49 10.     (W)     SCALED    
 RE0093* NAVD 88     -       179.958  (meters)     590.41   (feet)  ADJUSTED  
 RE0093  ___________________________________________________________________
 RE0093  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 RE0093  DYNAMIC HT  -         179.978 (meters)     590.48  (feet)  COMP
 RE0093  MODELED GRAV-     980,720.3   (mgal)                       NAVD 88
 RE0093
 RE0093  VERT ORDER  -  SECOND    CLASS 0
 RE0093
 RE0093.The horizontal coordinates were scaled from a topographic map and have
 RE0093.an estimated accuracy of +/- 6 seconds.
 RE0093
 RE0093.The orthometric height was determined by differential leveling
 RE0093.and adjusted by the National Geodetic Survey in June 1991..
 RE0093
 RE0093.The geoid height was determined by GEOID03.
 RE0093
 RE0093.The dynamic height is computed by dividing the NAVD 88
 RE0093.geopotential number by the normal gravity value computed on the
 RE0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0093.degrees latitude (g = 980.6199 gals.).
 RE0093
 RE0093.The modeled gravity was interpolated from observed gravity values.
 RE0093
 RE0093;                    North         East    Units  Estimated Accuracy
 RE0093;SPC ME E     -   349,620.      351,940.      MT  (+/- 180 meters Scaled)
 RE0093
 RE0093                          SUPERSEDED SURVEY CONTROL
 RE0093
 RE0093  NGVD 29 (??/??/92)  180.179  (m)          591.14   (f) ADJ UNCH    2 0
 RE0093
 RE0093.Superseded values are not recommended for survey control.
 RE0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0093.See file dsdata.txt to determine how the superseded data were derived.
 RE0093
 RE0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM900848(NAD 83)
 RE0093_MARKER: DB = BENCH MARK DISK
 RE0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RE0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RE0093_STAMPING: S 55 1935
 RE0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RE0093+STABILITY: SURFACE MOTION
 RE0093
 RE0093  HISTORY     - Date     Condition        Report By
 RE0093  HISTORY     - 1935     MONUMENTED       CGS
 RE0093  HISTORY     - 1952     MARK NOT FOUND   USGS
 RE0093
 RE0093                          STATION DESCRIPTION
 RE0093
 RE0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RE0093'3.1 MI N FROM FORT FAIRFIELD.
 RE0093'3.1 MILES NORTH ALONG STATE HIGHWAY 165 FROM THE POST OFFICE
 RE0093'AT FORT FAIRFIELD, AROOSTOOK COUNTY, 0.3 MILE NORTH OF RIDGE
 RE0093'SCHOOL, AT THE CREST OF A HILL, 39.5 FEET EAST OF POLE 122,
 RE0093'25 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND IN THE EDGE
 RE0093'OF A WOODS.  A STANDARD DISK, STAMPED S 55 1935 AND SET IN
 RE0093'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 RE0093
 RE0093                          STATION RECOVERY (1952)
 RE0093
 RE0093'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 RE0093'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RE0684 ***********************************************************************
 RE0684  DESIGNATION -  S 56
 RE0684  PID         -  RE0684
 RE0684  STATE/COUNTY-  ME/AROOSTOOK
 RE0684  USGS QUAD   -  FORT FAIRFIELD NW (1978)
 RE0684
 RE0684                         *CURRENT SURVEY CONTROL
 RE0684  ___________________________________________________________________
 RE0684* NAD 83(1986)-  46 58 31.     (N)    067 59 42.     (W)     SCALED    
 RE0684* NAVD 88     -       179.788  (meters)     589.85   (feet)  ADJUSTED  
 RE0684  ___________________________________________________________________
 RE0684  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 RE0684  DYNAMIC HT  -         179.809 (meters)     589.92  (feet)  COMP
 RE0684  MODELED GRAV-     980,726.1   (mgal)                       NAVD 88
 RE0684
 RE0684  VERT ORDER  -  SECOND    CLASS 0
 RE0684
 RE0684.The horizontal coordinates were scaled from a topographic map and have
 RE0684.an estimated accuracy of +/- 6 seconds.
 RE0684
 RE0684.The orthometric height was determined by differential leveling
 RE0684.and adjusted by the National Geodetic Survey in June 1991..
 RE0684
 RE0684.The geoid height was determined by GEOID03.
 RE0684
 RE0684.The dynamic height is computed by dividing the NAVD 88
 RE0684.geopotential number by the normal gravity value computed on the
 RE0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RE0684.degrees latitude (g = 980.6199 gals.).
 RE0684
 RE0684.The modeled gravity was interpolated from observed gravity values.
 RE0684
 RE0684;                    North         East    Units  Estimated Accuracy
 RE0684;SPC ME E     -   367,800.      338,420.      MT  (+/- 180 meters Scaled)
 RE0684
 RE0684                          SUPERSEDED SURVEY CONTROL
 RE0684
 RE0684  NGVD 29 (??/??/92)  179.98   (m)          590.5    (f) COMPUTED    2 0
 RE0684
 RE0684.Superseded values are not recommended for survey control.
 RE0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RE0684.See file dsdata.txt to determine how the superseded data were derived.
 RE0684
 RE0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN764029(NAD 83)
 RE0684_MARKER: DB = BENCH MARK DISK
 RE0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RE0684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RE0684_STAMPING: S 56 1935
 RE0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RE0684+STABILITY: SURFACE MOTION
 RE0684
 RE0684  HISTORY     - Date     Condition        Report By
 RE0684  HISTORY     - 1935     MONUMENTED       CGS
 RE0684  HISTORY     - 1952     MARK NOT FOUND   USGS
 RE0684
 RE0684                          STATION DESCRIPTION
 RE0684
 RE0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RE0684'10 MI SE FROM STOCKHOLM.
 RE0684'10.0 MILES SOUTHEAST ALONG THE ACADIA ROAD FROM THE CROSSING
 RE0684'OF MAIN STREET AND THE BANGOR AND AROOSTOOK RAILROAD AT STOCKHOLM,
 RE0684'AROOSTOOK COUNTY, ON THE KELLY SCHOOL ROAD, 2.7 MILES SOUTHEAST
 RE0684'OF THE JUNCTION OF U.S. HIGHWAY 1 (ABOUT 0.4 MILE NORTH OF
 RE0684'ACADIA), AT THE CREST OF A HILL, AND 21 FEET SOUTHWEST OF THE
 RE0684'CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED S 56 1935 AND
 RE0684'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 RE0684'GROUND.
 RE0684
 RE0684                          STATION RECOVERY (1952)
 RE0684
 RE0684'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 RE0684'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0044 ***********************************************************************
 RF0044  DESIGNATION -  S 57
 RF0044  PID         -  RF0044
 RF0044  STATE/COUNTY-  ME/AROOSTOOK
 RF0044  USGS QUAD   -  WASHBURN (1984)
 RF0044
 RF0044                         *CURRENT SURVEY CONTROL
 RF0044  ___________________________________________________________________
 RF0044* NAD 83(1986)-  46 49 22.     (N)    068 10 04.     (W)     SCALED    
 RF0044* NAVD 88     -       189.236  (meters)     620.85   (feet)  ADJUSTED  
 RF0044  ___________________________________________________________________
 RF0044  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 RF0044  DYNAMIC HT  -         189.257 (meters)     620.92  (feet)  COMP
 RF0044  MODELED GRAV-     980,722.3   (mgal)                       NAVD 88
 RF0044
 RF0044  VERT ORDER  -  SECOND    CLASS 0
 RF0044
 RF0044.The horizontal coordinates were scaled from a topographic map and have
 RF0044.an estimated accuracy of +/- 6 seconds.
 RF0044
 RF0044.The orthometric height was determined by differential leveling
 RF0044.and adjusted by the National Geodetic Survey in June 1991..
 RF0044
 RF0044.The geoid height was determined by GEOID03.
 RF0044
 RF0044.The dynamic height is computed by dividing the NAVD 88
 RF0044.geopotential number by the normal gravity value computed on the
 RF0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RF0044.degrees latitude (g = 980.6199 gals.).
 RF0044
 RF0044.The modeled gravity was interpolated from observed gravity values.
 RF0044
 RF0044;                    North         East    Units  Estimated Accuracy
 RF0044;SPC ME E     -   350,780.      325,350.      MT  (+/- 180 meters Scaled)
 RF0044
 RF0044                          SUPERSEDED SURVEY CONTROL
 RF0044
 RF0044  NGVD 29 (??/??/92)  189.414  (m)          621.44   (f) ADJ UNCH    2 0
 RF0044
 RF0044.Superseded values are not recommended for survey control.
 RF0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0044.See file dsdata.txt to determine how the superseded data were derived.
 RF0044
 RF0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM634858(NAD 83)
 RF0044_MARKER: DB = BENCH MARK DISK
 RF0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RF0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RF0044_STAMPING: S 57 1935
 RF0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RF0044+STABILITY: SURFACE MOTION
 RF0044
 RF0044  HISTORY     - Date     Condition        Report By
 RF0044  HISTORY     - 1935     MONUMENTED       CGS
 RF0044  HISTORY     - 1952     MARK NOT FOUND   USGS
 RF0044
 RF0044                          STATION DESCRIPTION
 RF0044
 RF0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RF0044'2.3 MI SE FROM PERHAM.
 RF0044'ABOUT 2.3 MILES SOUTHEAST ALONG THE WASHBURN ROAD FROM THE BANGOR
 RF0044'AND AROOSTOOK RAILROAD STATION AT PERHAM, AROOSTOOK COUNTY, ABOUT
 RF0044'0.5 MILE SOUTH OF THE WADE-WASHBURN TOWN LINE, AT A CURVE, ON
 RF0044'THE TANGENT OF THE EAST EDGE OF THE ROAD, 22 FEET EAST OF THE
 RF0044'CENTER LINE OF THE ROAD, AND 6 FEET NORTH OF A POLE.  A STANDARD
 RF0044'DISK, STAMPED S 57 1935 AND SET IN THE TOP OF A CONCRETE POST
 RF0044'PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 RF0044
 RF0044                          STATION RECOVERY (1952)
 RF0044
 RF0044'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 RF0044'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0158 ***********************************************************************
 QF0158  DESIGNATION -  S 58
 QF0158  PID         -  QF0158
 QF0158  STATE/COUNTY-  ME/AROOSTOOK
 QF0158  USGS QUAD   -  TENMILE LAKE (1989)
 QF0158
 QF0158                         *CURRENT SURVEY CONTROL
 QF0158  ___________________________________________________________________
 QF0158* NAD 83(1986)-  45 55 56.     (N)    067 59 34.     (W)     SCALED    
 QF0158* NAVD 88     -       190.811  (meters)     626.02   (feet)  ADJUSTED  
 QF0158  ___________________________________________________________________
 QF0158  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 QF0158  DYNAMIC HT  -         190.818 (meters)     626.04  (feet)  COMP
 QF0158  MODELED GRAV-     980,646.4   (mgal)                       NAVD 88
 QF0158
 QF0158  VERT ORDER  -  SECOND    CLASS 0
 QF0158
 QF0158.The horizontal coordinates were scaled from a topographic map and have
 QF0158.an estimated accuracy of +/- 6 seconds.
 QF0158
 QF0158.The orthometric height was determined by differential leveling
 QF0158.and adjusted by the National Geodetic Survey in June 1991..
 QF0158
 QF0158.The geoid height was determined by GEOID03.
 QF0158
 QF0158.The dynamic height is computed by dividing the NAVD 88
 QF0158.geopotential number by the normal gravity value computed on the
 QF0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0158.degrees latitude (g = 980.6199 gals.).
 QF0158
 QF0158.The modeled gravity was interpolated from observed gravity values.
 QF0158
 QF0158;                    North         East    Units  Estimated Accuracy
 QF0158;SPC ME E     -   251,870.      339,340.      MT  (+/- 180 meters Scaled)
 QF0158
 QF0158                          SUPERSEDED SURVEY CONTROL
 QF0158
 QF0158  NGVD 29 (??/??/92)  190.99   (m)          626.6    (f) COMPUTED    2 0
 QF0158
 QF0158.Superseded values are not recommended for survey control.
 QF0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0158.See file dsdata.txt to determine how the superseded data were derived.
 QF0158
 QF0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL780870(NAD 83)
 QF0158_MARKER: DB = BENCH MARK DISK
 QF0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QF0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QF0158_STAMPING: S 58 1935
 QF0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0158+STABILITY: SURFACE MOTION
 QF0158
 QF0158  HISTORY     - Date     Condition        Report By
 QF0158  HISTORY     - 1935     MONUMENTED       CGS
 QF0158  HISTORY     - 19850522 MARK NOT FOUND   USPSQD
 QF0158
 QF0158                          STATION DESCRIPTION
 QF0158
 QF0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QF0158'7.7 MI S FROM LINNEUS.
 QF0158'7.7 MILES SOUTH ALONG U.S. HIGHWAY 2A FROM THE JUNCTION OF THE
 QF0158'NEW LIMERICK ROAD AT LINNEUS, AROOSTOOK COUNTY, 0.8 MILE SOUTH OF
 QF0158'A R 2 TWP-FORKSTOWN TOWN LINE, 0.1 MILE SOUTH OF A CURVE IN THE
 QF0158'HIGHWAY FROM SOUTHWEST-AND-NORTHEAST TO NORTH-AND-SOUTH, 99 FEET
 QF0158'SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL WHITE HOUSE, AND 26
 QF0158'FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 QF0158'STAMPED S 58 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 QF0158'6 INCHES ABOVE GROUND.
 QF0158
 QF0158                          STATION RECOVERY (1985)
 QF0158
 QF0158'RECOVERY NOTE BY US POWER SQUADRON 1985 (WRM)
 QF0158'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0083 ***********************************************************************
 QG0083  DESIGNATION -  S 59
 QG0083  PID         -  QG0083
 QG0083  STATE/COUNTY-  ME/AROOSTOOK
 QG0083  USGS QUAD   -  REED POND (1988)
 QG0083
 QG0083                         *CURRENT SURVEY CONTROL
 QG0083  ___________________________________________________________________
 QG0083* NAD 83(1986)-  45 40 24.     (N)    068 12 01.     (W)     SCALED    
 QG0083* NAVD 88     -       162.012  (meters)     531.53   (feet)  ADJUSTED  
 QG0083  ___________________________________________________________________
 QG0083  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 QG0083  DYNAMIC HT  -         162.015 (meters)     531.54  (feet)  COMP
 QG0083  MODELED GRAV-     980,627.2   (mgal)                       NAVD 88
 QG0083
 QG0083  VERT ORDER  -  SECOND    CLASS 0
 QG0083
 QG0083.The horizontal coordinates were scaled from a topographic map and have
 QG0083.an estimated accuracy of +/- 6 seconds.
 QG0083
 QG0083.The orthometric height was determined by differential leveling
 QG0083.and adjusted by the National Geodetic Survey in June 1991..
 QG0083
 QG0083.The geoid height was determined by GEOID03.
 QG0083
 QG0083.The dynamic height is computed by dividing the NAVD 88
 QG0083.geopotential number by the normal gravity value computed on the
 QG0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0083.degrees latitude (g = 980.6199 gals.).
 QG0083
 QG0083.The modeled gravity was interpolated from observed gravity values.
 QG0083
 QG0083;                    North         East    Units  Estimated Accuracy
 QG0083;SPC ME E     -   223,010.      323,350.      MT  (+/- 180 meters Scaled)
 QG0083
 QG0083                          SUPERSEDED SURVEY CONTROL
 QG0083
 QG0083  NGVD 29 (??/??/92)  162.182  (m)          532.09   (f) ADJ UNCH    2 0
 QG0083
 QG0083.Superseded values are not recommended for survey control.
 QG0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0083.See file dsdata.txt to determine how the superseded data were derived.
 QG0083
 QG0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL622580(NAD 83)
 QG0083_MARKER: DB = BENCH MARK DISK
 QG0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0083_STAMPING: S 59 1935
 QG0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0083+STABILITY: SURFACE MOTION
 QG0083
 QG0083  HISTORY     - Date     Condition        Report By
 QG0083  HISTORY     - 1935     MONUMENTED       CGS
 QG0083  HISTORY     - 1978     MARK NOT FOUND   NGS
 QG0083  HISTORY     - 1978     MARK NOT FOUND   NGS
 QG0083  HISTORY     - 1978     MARK NOT FOUND   NGS
 QG0083
 QG0083                          STATION DESCRIPTION
 QG0083
 QG0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QG0083'4.1 MI NE FROM MACWAHOC.
 QG0083'4.1 MILES NORTHEAST ALONG U.S. HIGHWAY 2A FROM THE JUNCTION OF
 QG0083'U.S. HIGHWAY 2 AT MACWAHOC, AROOSTOOK COUNTY, 3 FEET NORTHWEST
 QG0083'OF T1 R4-MACWAHOC TOWN-LINE SIGN, 39 FEET SOUTHWEST OF TELEPHONE
 QG0083'POLE 963, AND 20 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 QG0083'A STANDARD DISK, STAMPED S 59 1935 AND SET IN THE TOP OF A CONCRETE
 QG0083'POST PROJECTING ABOUT 1/2 FOOT ABOVE GROUND.
 QG0083
 QG0083                          STATION RECOVERY (1978)
 QG0083
 QG0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0083'MARK SEARCHED FOR BUT NOT FOUND.
 QG0083
 QG0083                          STATION RECOVERY (1978)
 QG0083
 QG0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0083'MARK SEARCHED FOR BUT NOT FOUND.
 QG0083
 QG0083                          STATION RECOVERY (1978)
 QG0083
 QG0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0083'MARK SEARCHED FOR BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0161 ***********************************************************************
 QF0161  DESIGNATION -  S 60
 QF0161  PID         -  QF0161
 QF0161  STATE/COUNTY-  ME/AROOSTOOK
 QF0161  USGS QUAD   -  HAYNESVILLE (1989)
 QF0161
 QF0161                         *CURRENT SURVEY CONTROL
 QF0161  ___________________________________________________________________
 QF0161* NAD 83(1986)-  45 48 56.     (N)    067 58 39.     (W)     SCALED    
 QF0161* NAVD 88     -       119.741  (meters)     392.85   (feet)  ADJUSTED  
 QF0161  ___________________________________________________________________
 QF0161  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 QF0161  DYNAMIC HT  -         119.745 (meters)     392.86  (feet)  COMP
 QF0161  MODELED GRAV-     980,648.8   (mgal)                       NAVD 88
 QF0161
 QF0161  VERT ORDER  -  SECOND    CLASS 0
 QF0161
 QF0161.The horizontal coordinates were scaled from a topographic map and have
 QF0161.an estimated accuracy of +/- 6 seconds.
 QF0161
 QF0161.The orthometric height was determined by differential leveling
 QF0161.and adjusted by the National Geodetic Survey in June 1991..
 QF0161
 QF0161.The geoid height was determined by GEOID03.
 QF0161
 QF0161.The dynamic height is computed by dividing the NAVD 88
 QF0161.geopotential number by the normal gravity value computed on the
 QF0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0161.degrees latitude (g = 980.6199 gals.).
 QF0161
 QF0161.The modeled gravity was interpolated from observed gravity values.
 QF0161
 QF0161;                    North         East    Units  Estimated Accuracy
 QF0161;SPC ME E     -   238,910.      340,610.      MT  (+/- 180 meters Scaled)
 QF0161
 QF0161                          SUPERSEDED SURVEY CONTROL
 QF0161
 QF0161  NGVD 29 (??/??/92)  119.913  (m)          393.41   (f) ADJ UNCH    2 0
 QF0161
 QF0161.Superseded values are not recommended for survey control.
 QF0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0161.See file dsdata.txt to determine how the superseded data were derived.
 QF0161
 QF0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL794740(NAD 83)
 QF0161_MARKER: DB = BENCH MARK DISK
 QF0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QF0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QF0161_STAMPING: S 60 1935
 QF0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF0161+STABILITY: SURFACE MOTION
 QF0161
 QF0161  HISTORY     - Date     Condition        Report By
 QF0161  HISTORY     - 1935     MONUMENTED       CGS
 QF0161  HISTORY     - 1958     POOR             USGS
 QF0161  HISTORY     - 19850522 MARK NOT FOUND   USPSQD
 QF0161
 QF0161                          STATION DESCRIPTION
 QF0161
 QF0161'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 QF0161'1 MI SE FROM HAYNESVILLE.
 QF0161'1.0 MILE SOUTHEAST ALONG THE WESTON ROAD FROM THE JUNCTION OF
 QF0161'U.S. HIGHWAY 2A AT HAYNESVILLE, AROOSTOOK COUNTY, 0.3 MILE SOUTH
 QF0161'OF RIVERDALE CEMETERY, 105 FEET NORTHEAST OF THE NORTHEAST
 QF0161'CORNER OF A LARGE UNPAINTED FARMHOUSE, OPPOSITE A FIELD, 25 FEET
 QF0161'NORTHEAST OF A TELEPHONE POLE, AND 24 FEET EAST OF THE CENTERLINE
 QF0161'OF THE ROAD.  A STANDARD DISK, STAMPED S 60 1935 AND SET IN THE
 QF0161'TOP OF A CONCRETE POST PROJECTING ABOUT 1/2 FOOT ABOVE GROUND.
 QF0161'NOTE-- THE CONCRETE POST HAS BEEN PUSHED OVER AND NOW LIES AT
 QF0161'A 45 DEG ANGLE FLUSH WITH THE GROUND.
 QF0161
 QF0161                          STATION RECOVERY (1985)
 QF0161
 QF0161'RECOVERY NOTE BY US POWER SQUADRON 1985 (WRM)
 QF0161'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0045 ***********************************************************************
 QG0045  DESIGNATION -  S 61
 QG0045  PID         -  QG0045
 QG0045  STATE/COUNTY-  ME/AROOSTOOK
 QG0045  USGS QUAD   -  MOLUNKUS LAKE (1988)
 QG0045
 QG0045                         *CURRENT SURVEY CONTROL
 QG0045  ___________________________________________________________________
 QG0045* NAD 83(1986)-  45 43 35.     (N)    068 17 54.     (W)     SCALED    
 QG0045* NAVD 88     -       146.314  (meters)     480.03   (feet)  ADJUSTED  
 QG0045  ___________________________________________________________________
 QG0045  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 QG0045  DYNAMIC HT  -         146.317 (meters)     480.04  (feet)  COMP
 QG0045  MODELED GRAV-     980,636.8   (mgal)                       NAVD 88
 QG0045
 QG0045  VERT ORDER  -  SECOND    CLASS 0
 QG0045
 QG0045.The horizontal coordinates were scaled from a topographic map and have
 QG0045.an estimated accuracy of +/- 6 seconds.
 QG0045
 QG0045.The orthometric height was determined by differential leveling
 QG0045.and adjusted by the National Geodetic Survey in June 1991..
 QG0045
 QG0045.The geoid height was determined by GEOID03.
 QG0045
 QG0045.The dynamic height is computed by dividing the NAVD 88
 QG0045.geopotential number by the normal gravity value computed on the
 QG0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0045.degrees latitude (g = 980.6199 gals.).
 QG0045
 QG0045.The modeled gravity was interpolated from observed gravity values.
 QG0045
 QG0045;                    North         East    Units  Estimated Accuracy
 QG0045;SPC ME E     -   228,890.      315,700.      MT  (+/- 180 meters Scaled)
 QG0045
 QG0045                          SUPERSEDED SURVEY CONTROL
 QG0045
 QG0045  NGVD 29 (??/??/92)  146.481  (m)          480.58   (f) ADJ UNCH    2 0
 QG0045
 QG0045.Superseded values are not recommended for survey control.
 QG0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0045.See file dsdata.txt to determine how the superseded data were derived.
 QG0045
 QG0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL545638(NAD 83)
 QG0045_MARKER: DB = BENCH MARK DISK
 QG0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0045_STAMPING: S 61 1935
 QG0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0045+STABILITY: SURFACE MOTION
 QG0045
 QG0045  HISTORY     - Date     Condition        Report By
 QG0045  HISTORY     - 1935     MONUMENTED       CGS
 QG0045  HISTORY     - 19850930 MARK NOT FOUND   USPSQD
 QG0045
 QG0045                          STATION DESCRIPTION
 QG0045
 QG0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QG0045'5.1 MI SE FROM MONARDA.
 QG0045'5.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF A
 QG0045'ROAD LEADING NORTHWEST TO BENEDICTA AT MONARDA, AROOSTOOK COUNTY,
 QG0045'7.2 MILES NORTH OF THE JUNCTION OF U.S. HIGHWAY 2A AT MACWAHOC,
 QG0045'50 YARDS NORTH OF THE POINT OF A CURVE FROM NORTH-AND-SOUTH TO
 QG0045'SOUTHEAST-AND-NORTHWEST, ON THE TOP OF A HILL, 24 FEET WEST OF THE
 QG0045'CENTERLINE OF THE HIGHWAY, AND 18 FEET SOUTHWEST OF TELEPHONE
 QG0045'POLE 709.  A STANDARD DISK, STAMPED S 61 1935 AND SET IN THE TOP OF
 QG0045'A CONCRETE POST PROJECTING ABOUT 1/2 FOOT ABOVE GROUND.
 QG0045
 QG0045                          STATION RECOVERY (1985)
 QG0045
 QG0045'RECOVERY NOTE BY US POWER SQUADRON 1985 (DVH)
 QG0045'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0062 ***********************************************************************
 QG0062  DESIGNATION -  S 62
 QG0062  PID         -  QG0062
 QG0062  STATE/COUNTY-  ME/PENOBSCOT
 QG0062  USGS QUAD   -  MATTASEUNK LAKE (1988)
 QG0062
 QG0062                         *CURRENT SURVEY CONTROL
 QG0062  ___________________________________________________________________
 QG0062* NAD 83(1986)-  45 32 27.     (N)    068 26 52.     (W)     SCALED    
 QG0062* NAVD 88     -       137.283  (meters)     450.40   (feet)  ADJUSTED  
 QG0062  ___________________________________________________________________
 QG0062  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 QG0062  DYNAMIC HT  -         137.285 (meters)     450.41  (feet)  COMP
 QG0062  MODELED GRAV-     980,628.5   (mgal)                       NAVD 88
 QG0062
 QG0062  VERT ORDER  -  SECOND    CLASS 0
 QG0062
 QG0062.The horizontal coordinates were scaled from a topographic map and have
 QG0062.an estimated accuracy of +/- 6 seconds.
 QG0062
 QG0062.The orthometric height was determined by differential leveling
 QG0062.and adjusted by the National Geodetic Survey in June 1991..
 QG0062
 QG0062.The geoid height was determined by GEOID03.
 QG0062
 QG0062.The dynamic height is computed by dividing the NAVD 88
 QG0062.geopotential number by the normal gravity value computed on the
 QG0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0062.degrees latitude (g = 980.6199 gals.).
 QG0062
 QG0062.The modeled gravity was interpolated from observed gravity values.
 QG0062
 QG0062;                    North         East    Units  Estimated Accuracy
 QG0062;SPC ME E     -   208,250.      304,080.      MT  (+/- 180 meters Scaled)
 QG0062
 QG0062                          SUPERSEDED SURVEY CONTROL
 QG0062
 QG0062  NGVD 29 (??/??/92)  137.473  (m)          451.03   (f) ADJ UNCH    2 0
 QG0062
 QG0062.Superseded values are not recommended for survey control.
 QG0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0062.See file dsdata.txt to determine how the superseded data were derived.
 QG0062
 QG0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL431431(NAD 83)
 QG0062_MARKER: DB = BENCH MARK DISK
 QG0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0062_STAMPING: S 62 1935
 QG0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0062+STABILITY: SURFACE MOTION
 QG0062
 QG0062  HISTORY     - Date     Condition        Report By
 QG0062  HISTORY     - 1935     MONUMENTED       CGS
 QG0062  HISTORY     - 1940     GOOD             USGS
 QG0062  HISTORY     - 19851012 MARK NOT FOUND   USPSQD
 QG0062
 QG0062                          STATION DESCRIPTION
 QG0062
 QG0062'DESCRIBED BY US GEOLOGICAL SURVEY 1940
 QG0062'6.6 MI N FROM CHESTER.
 QG0062'6.6 MILES NORTH ALONG STATE HIGHWAY 116 FROM THE CROSSING OF THE
 QG0062'CANADIAN PACIFIC RAILWAY AT CHESTER, PENOBSCOT COUNTY, 54 FEET
 QG0062'SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL UNPAINTED FARMHOUSE,
 QG0062'40 FEET NORTH OF THE CENTERLINE OF A 12-INCH CORRUGATED-IRON
 QG0062'PIPE CULVERT, AND 25 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.
 QG0062'A STANDARD DISK, STAMPED S 62 1935 AND SET IN THE TOP OF A
 QG0062'CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 QG0062
 QG0062                          STATION RECOVERY (1985)
 QG0062
 QG0062'RECOVERY NOTE BY US POWER SQUADRON 1985 (LCR)
 QG0062'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0030 ***********************************************************************
 PD0030  DESIGNATION -  S 65
 PD0030  PID         -  PD0030
 PD0030  STATE/COUNTY-  ME/WASHINGTON
 PD0030  USGS QUAD   -  EASTPORT (1977)
 PD0030
 PD0030                         *CURRENT SURVEY CONTROL
 PD0030  ___________________________________________________________________
 PD0030* NAD 83(1986)-  44 57 42.     (N)    067 04 24.     (W)     SCALED    
 PD0030* NAVD 88     -        15.061  (meters)      49.41   (feet)  ADJUSTED  
 PD0030  ___________________________________________________________________
 PD0030  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 PD0030  DYNAMIC HT  -          15.061 (meters)      49.41  (feet)  COMP
 PD0030  MODELED GRAV-     980,614.5   (mgal)                       NAVD 88
 PD0030
 PD0030  VERT ORDER  -  SECOND    CLASS 0
 PD0030
 PD0030.The horizontal coordinates were scaled from a topographic map and have
 PD0030.an estimated accuracy of +/- 6 seconds.
 PD0030
 PD0030.The orthometric height was determined by differential leveling
 PD0030.and adjusted by the National Geodetic Survey in June 1991..
 PD0030
 PD0030.The geoid height was determined by GEOID03.
 PD0030
 PD0030.The dynamic height is computed by dividing the NAVD 88
 PD0030.geopotential number by the normal gravity value computed on the
 PD0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0030.degrees latitude (g = 980.6199 gals.).
 PD0030
 PD0030.The modeled gravity was interpolated from observed gravity values.
 PD0030
 PD0030;                    North         East    Units  Estimated Accuracy
 PD0030;SPC ME E     -   144,870.      412,550.      MT  (+/- 180 meters Scaled)
 PD0030
 PD0030                          SUPERSEDED SURVEY CONTROL
 PD0030
 PD0030  NGVD 29 (??/??/92)   15.252  (m)           50.04   (f) ADJ UNCH    2 0
 PD0030
 PD0030.Superseded values are not recommended for survey control.
 PD0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0030.See file dsdata.txt to determine how the superseded data were derived.
 PD0030
 PD0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK519804(NAD 83)
 PD0030_MARKER: DB = BENCH MARK DISK
 PD0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PD0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PD0030_STAMPING: S 65 1935
 PD0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0030+STABILITY: SURFACE MOTION
 PD0030
 PD0030  HISTORY     - Date     Condition        Report By
 PD0030  HISTORY     - 1935     MONUMENTED       CGS
 PD0030  HISTORY     - 1946     SEE DESCRIPTION  NGS
 PD0030  HISTORY     - 1978     MARK NOT FOUND   NGS
 PD0030
 PD0030                          STATION DESCRIPTION
 PD0030
 PD0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PD0030'0.8 MI S FROM PERRY.
 PD0030'0.8 MILE SOUTH ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 PD0030'PERRY, WASHINGTON COUNTY, AT THE JUNCTION OF STATE HIGHWAY 190,
 PD0030'ABOUT 126 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 1, AND
 PD0030'26 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 190.  A STANDARD
 PD0030'DISK, STAMPED S 65 1935 AND SET IN THE TOP OF A CONCRETE POST
 PD0030'PROJECTING ABOUT 1/2 FOOT ABOVE GROUND.
 PD0030
 PD0030                          STATION RECOVERY (1946)
 PD0030
 PD0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 PD0030'RECOVERED AS DESCRIBED.
 PD0030
 PD0030                          STATION RECOVERY (1978)
 PD0030
 PD0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PD0030'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0066 ***********************************************************************
 PD0066  DESIGNATION -  S 66
 PD0066  PID         -  PD0066
 PD0066  STATE/COUNTY-  ME/WASHINGTON
 PD0066  USGS QUAD   -  WHITING (1977)
 PD0066
 PD0066                         *CURRENT SURVEY CONTROL
 PD0066  ___________________________________________________________________
 PD0066* NAD 83(1986)-  44 45 37.     (N)    067 13 13.     (W)     SCALED    
 PD0066* NAVD 88     -        33.056  (meters)     108.45   (feet)  ADJUSTED  
 PD0066  ___________________________________________________________________
 PD0066  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 PD0066  DYNAMIC HT  -          33.056 (meters)     108.45  (feet)  COMP
 PD0066  MODELED GRAV-     980,598.4   (mgal)                       NAVD 88
 PD0066
 PD0066  VERT ORDER  -  SECOND    CLASS 0
 PD0066
 PD0066.The horizontal coordinates were scaled from a topographic map and have
 PD0066.an estimated accuracy of +/- 6 seconds.
 PD0066
 PD0066.The orthometric height was determined by differential leveling
 PD0066.and adjusted by the National Geodetic Survey in June 1991..
 PD0066
 PD0066.The geoid height was determined by GEOID03.
 PD0066
 PD0066.The dynamic height is computed by dividing the NAVD 88
 PD0066.geopotential number by the normal gravity value computed on the
 PD0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0066.degrees latitude (g = 980.6199 gals.).
 PD0066
 PD0066.The modeled gravity was interpolated from observed gravity values.
 PD0066
 PD0066;                    North         East    Units  Estimated Accuracy
 PD0066;SPC ME E     -   122,300.      401,310.      MT  (+/- 180 meters Scaled)
 PD0066
 PD0066                          SUPERSEDED SURVEY CONTROL
 PD0066
 PD0066  NGVD 29 (??/??/92)   33.268  (m)          109.15   (f) ADJ UNCH    2 0
 PD0066
 PD0066.Superseded values are not recommended for survey control.
 PD0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0066.See file dsdata.txt to determine how the superseded data were derived.
 PD0066
 PD0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK408578(NAD 83)
 PD0066_MARKER: DB = BENCH MARK DISK
 PD0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PD0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PD0066_STAMPING: S 66 1935
 PD0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0066+STABILITY: SURFACE MOTION
 PD0066
 PD0066  HISTORY     - Date     Condition        Report By
 PD0066  HISTORY     - 1935     MONUMENTED       CGS
 PD0066  HISTORY     - 1946     GOOD             NGS
 PD0066
 PD0066                          STATION DESCRIPTION
 PD0066
 PD0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PD0066'3.2 MI SW FROM WHITING.
 PD0066'3.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION
 PD0066'OF STATE HIGHWAY 189 AT WHITING, WASHINGTON COUNTY, AT THE
 PD0066'TOP OF A RISE, IN THE SOUTHEAST CORNER OF A FARMYARD, 47.5 FEET
 PD0066'SOUTHEAST OF A BARN, AND 18 FEET NORTH OF THE CENTER LINE OF THE
 PD0066'HIGHWAY.  A STANDARD DISK, STAMPED S 66 1935 AND SET IN THE
 PD0066'TOP OF A CONCRETE POST PROJECTING ABOUT 1/2 FOOT ABOVE GROUND.
 PD0066
 PD0066                          STATION RECOVERY (1946)
 PD0066
 PD0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 PD0066'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0080 ***********************************************************************
 PD0080  DESIGNATION -  S 67
 PD0080  PID         -  PD0080
 PD0080  STATE/COUNTY-  ME/WASHINGTON
 PD0080  USGS QUAD   -  WEST LUBEC (1975)
 PD0080
 PD0080                         *CURRENT SURVEY CONTROL
 PD0080  ___________________________________________________________________
 PD0080* NAD 83(1986)-  44 46 30.     (N)    067 04 00.     (W)     SCALED    
 PD0080* NAVD 88     -        20.117  (meters)      66.00   (feet)  ADJUSTED  
 PD0080  ___________________________________________________________________
 PD0080  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 PD0080  DYNAMIC HT  -          20.117 (meters)      66.00  (feet)  COMP
 PD0080  MODELED GRAV-     980,624.3   (mgal)                       NAVD 88
 PD0080
 PD0080  VERT ORDER  -  FIRST     CLASS II
 PD0080
 PD0080.The horizontal coordinates were scaled from a topographic map and have
 PD0080.an estimated accuracy of +/- 6 seconds.
 PD0080
 PD0080.The orthometric height was determined by differential leveling
 PD0080.and adjusted by the National Geodetic Survey in June 1991..
 PD0080
 PD0080.The geoid height was determined by GEOID03.
 PD0080
 PD0080.The dynamic height is computed by dividing the NAVD 88
 PD0080.geopotential number by the normal gravity value computed on the
 PD0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0080.degrees latitude (g = 980.6199 gals.).
 PD0080
 PD0080.The modeled gravity was interpolated from observed gravity values.
 PD0080
 PD0080;                    North         East    Units  Estimated Accuracy
 PD0080;SPC ME E     -   124,140.      413,440.      MT  (+/- 180 meters Scaled)
 PD0080
 PD0080                          SUPERSEDED SURVEY CONTROL
 PD0080
 PD0080  NGVD 29 (??/??/92)   20.286  (m)           66.56   (f) ADJ UNCH    1 2
 PD0080
 PD0080.Superseded values are not recommended for survey control.
 PD0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0080.See file dsdata.txt to determine how the superseded data were derived.
 PD0080
 PD0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK529597(NAD 83)
 PD0080_MARKER: DB = BENCH MARK DISK
 PD0080_SETTING: 66 = SET IN ROCK OUTCROP
 PD0080_SP_SET: ROCK OUTCROP
 PD0080_STAMPING: S 67 1935
 PD0080_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0080+STABILITY: POSITION/ELEVATION WELL
 PD0080
 PD0080  HISTORY     - Date     Condition        Report By
 PD0080  HISTORY     - 1935     MONUMENTED       CGS
 PD0080  HISTORY     - 1946     GOOD             NGS
 PD0080  HISTORY     - 1978     GOOD             NGS
 PD0080
 PD0080                          STATION DESCRIPTION
 PD0080
 PD0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PD0080'0.7 MI N FROM SOUTH TRESCOTT.
 PD0080'0.7 MILE NORTH ALONG ROADS LEADING TO SOUTH LUBEC FROM THE
 PD0080'SCHOOL AT SOUTH TRESCOTT, WASHINGTON COUNTY, ABOUT 105 FEET
 PD0080'SOUTHWEST OF THE SOUTHWEST CORNER OF A SCHOOL, 63 FEET SOUTH
 PD0080'OF THE CENTER LINE OF THE ROAD, IN THE TOP OF A ROCK OUTCROP,
 PD0080'ABOUT 2 FEET ABOVE GROUND, AND ABOUT LEVEL WITH THE ROAD.  A
 PD0080'STANDARD DISK, STAMPED S 67 1935.
 PD0080
 PD0080                          STATION RECOVERY (1946)
 PD0080
 PD0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 PD0080'RECOVERED IN GOOD CONDITION.
 PD0080
 PD0080                          STATION RECOVERY (1978)
 PD0080
 PD0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PD0080'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0110 ***********************************************************************
 PD0110  DESIGNATION -  S 68
 PD0110  PID         -  PD0110
 PD0110  STATE/COUNTY-  ME/WASHINGTON
 PD0110  USGS QUAD   -  MACHIAS BAY (1993)
 PD0110
 PD0110                         *CURRENT SURVEY CONTROL
 PD0110  ___________________________________________________________________
 PD0110* NAD 83(1986)-  44 42 30.     (N)    067 18 02.     (W)     SCALED    
 PD0110* NAVD 88     -        15.030  (meters)      49.31   (feet)  POSTED    
 PD0110  ___________________________________________________________________
 PD0110  GEOID HEIGHT-         -22.67  (meters)                     GEOID03
 PD0110  DYNAMIC HT  -          15.030 (meters)      49.31  (feet)  COMP
 PD0110  MODELED GRAV-     980,602.6   (mgal)                       NAVD 88
 PD0110
 PD0110  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 PD0110
 PD0110.The horizontal coordinates were scaled from a topographic map and have
 PD0110.an estimated accuracy of +/- 6 seconds.
 PD0110
 PD0110.The orthometric height was determined by differential leveling
 PD0110.and adjusted by the National Geodetic Survey in 1992..
 PD0110.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 PD0110.rate greater than 8.0 mm/km.
 PD0110
 PD0110.The geoid height was determined by GEOID03.
 PD0110
 PD0110.The dynamic height is computed by dividing the NAVD 88
 PD0110.geopotential number by the normal gravity value computed on the
 PD0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0110.degrees latitude (g = 980.6199 gals.).
 PD0110
 PD0110.The modeled gravity was interpolated from observed gravity values.
 PD0110
 PD0110;                    North         East    Units  Estimated Accuracy
 PD0110;SPC ME E     -   116,430.      395,040.      MT  (+/- 180 meters Scaled)
 PD0110
 PD0110                          SUPERSEDED SURVEY CONTROL
 PD0110
 PD0110  NGVD 29 (??/??/92)   15.188  (m)           49.83   (f) ADJ UNCH    2 0
 PD0110
 PD0110.Superseded values are not recommended for survey control.
 PD0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0110.See file dsdata.txt to determine how the superseded data were derived.
 PD0110
 PD0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK346519(NAD 83)
 PD0110_MARKER: DB = BENCH MARK DISK
 PD0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PD0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PD0110_STAMPING: S 68 1935
 PD0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0110+STABILITY: SURFACE MOTION
 PD0110
 PD0110  HISTORY     - Date     Condition        Report By
 PD0110  HISTORY     - 1935     MONUMENTED       CGS
 PD0110  HISTORY     - 1946     POOR             NGS
 PD0110  HISTORY     - 1978     MARK NOT FOUND   NGS
 PD0110
 PD0110                          STATION DESCRIPTION
 PD0110
 PD0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PD0110'6.1 MI SE FROM EAST MACHIAS.
 PD0110'6.1 MILES SOUTHEAST ALONG STATE HIGHWAY 191 FROM THE JUNCTION OF
 PD0110'U.S. HIGHWAY 1 AT EAST MACHIAS, WASHINGTON COUNTY, ABOUT 0.4
 PD0110'MILE NORTHWEST OF THE CUTLER-WHITING TOWN LINE, ABOUT 66 FEET
 PD0110'NORTHEAST OF THE NORTHEAST CORNER OF A FARMHOUSE, AND 18 FEET
 PD0110'SOUTH OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK,
 PD0110'STAMPED S 68 1935 AND SET IN THE TOP OF A CONCRETE POST
 PD0110'PROJECTING ABOUT 1/2 FOOT ABOVE GROUND.  NOTE-- POST UNSTABLE.
 PD0110
 PD0110                          STATION RECOVERY (1946)
 PD0110
 PD0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 PD0110'MARK RECOVERED IN POOR CONDITION.
 PD0110
 PD0110                          STATION RECOVERY (1978)
 PD0110
 PD0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PD0110'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0210 ***********************************************************************
 PE0210  DESIGNATION -  S 69
 PE0210  PID         -  PE0210
 PE0210  STATE/COUNTY-  ME/HANCOCK
 PE0210  USGS QUAD   -  WINTER HARBOR (1985)
 PE0210
 PE0210                         *CURRENT SURVEY CONTROL
 PE0210  ___________________________________________________________________
 PE0210* NAD 83(1986)-  44 28 11.     (N)    068 01 59.     (W)     SCALED    
 PE0210* NAVD 88     -        27.250  (meters)      89.40   (feet)  ADJUSTED  
 PE0210  ___________________________________________________________________
 PE0210  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 PE0210  DYNAMIC HT  -          27.249 (meters)      89.40  (feet)  COMP
 PE0210  MODELED GRAV-     980,580.1   (mgal)                       NAVD 88
 PE0210
 PE0210  VERT ORDER  -  SECOND    CLASS 0
 PE0210
 PE0210.The horizontal coordinates were scaled from a topographic map and have
 PE0210.an estimated accuracy of +/- 6 seconds.
 PE0210
 PE0210.The orthometric height was determined by differential leveling
 PE0210.and adjusted by the National Geodetic Survey in June 1991..
 PE0210
 PE0210.The geoid height was determined by GEOID03.
 PE0210
 PE0210.The dynamic height is computed by dividing the NAVD 88
 PE0210.geopotential number by the normal gravity value computed on the
 PE0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0210.degrees latitude (g = 980.6199 gals.).
 PE0210
 PE0210.The modeled gravity was interpolated from observed gravity values.
 PE0210
 PE0210;                    North         East    Units  Estimated Accuracy
 PE0210;SPC ME E     -    89,330.      337,150.      MT  (+/- 180 meters Scaled)
 PE0210
 PE0210                          SUPERSEDED SURVEY CONTROL
 PE0210
 PE0210  NGVD 29 (??/??/92)   27.446  (m)           90.05   (f) ADJ UNCH    2 0
 PE0210
 PE0210.Superseded values are not recommended for survey control.
 PE0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0210.See file dsdata.txt to determine how the superseded data were derived.
 PE0210
 PE0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK769245(NAD 83)
 PE0210_MARKER: DB = BENCH MARK DISK
 PE0210_SETTING: 66 = SET IN ROCK OUTCROP
 PE0210_SP_SET: BEDROCK
 PE0210_STAMPING: S 69 1935
 PE0210_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0210+STABILITY: POSITION/ELEVATION WELL
 PE0210
 PE0210  HISTORY     - Date     Condition        Report By
 PE0210  HISTORY     - 1935     MONUMENTED       CGS
 PE0210  HISTORY     - 1966     GOOD             NGS
 PE0210  HISTORY     - 1986     GOOD             USPSQD
 PE0210
 PE0210                          STATION DESCRIPTION
 PE0210
 PE0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0210'0.5 MI S FROM GOULDSBORO.
 PE0210'0.5 MILE SOUTH ALONG STATE HIGHWAY 186 FROM THE POST OFFICE AT
 PE0210'GOULDSBORO, ABOUT 0.65 MILE SOUTH ALONG STATE HIGHWAY 186 FROM
 PE0210'THE JUNCTION OF U.S. HIGHWAY 1, SET ON THE TOP OF A 22-BY-14-FOOT
 PE0210'EXPOSED BEDROCK, 19 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 PE0210'52 1/2 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, 74 1/2
 PE0210'FEET NORTHEAST OF AND ACROSS THE HIGHWAY FROM POWER LINE POLE
 PE0210'NO. 22 1/2 - 33, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE
 PE0210'HIGHWAY.
 PE0210
 PE0210                          STATION RECOVERY (1986)
 PE0210
 PE0210'RECOVERY NOTE BY US POWER SQUADRON 1986 (ELG)
 PE0210'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0081 ***********************************************************************
 PE0081  DESIGNATION -  S 7
 PE0081  PID         -  PE0081
 PE0081  STATE/COUNTY-  ME/HANCOCK
 PE0081  USGS QUAD   -  TUNK LAKE (1982)
 PE0081
 PE0081                         *CURRENT SURVEY CONTROL
 PE0081  ___________________________________________________________________
 PE0081* NAD 83(1986)-  44 34 07.     (N)    068 01 25.     (W)     SCALED    
 PE0081* NAVD 88     -        50.777  (meters)     166.59   (feet)  ADJUSTED  
 PE0081  ___________________________________________________________________
 PE0081  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 PE0081  DYNAMIC HT  -          50.774 (meters)     166.58  (feet)  COMP
 PE0081  MODELED GRAV-     980,561.7   (mgal)                       NAVD 88
 PE0081  OBS GRAVITY -     980,560.5   (mgal)                       GRAV_OBS
 PE0081
 PE0081  VERT ORDER  -  FIRST     CLASS I
 PE0081
 PE0081.The horizontal coordinates were scaled from a topographic map and have
 PE0081.an estimated accuracy of +/- 6 seconds.
 PE0081
 PE0081.The orthometric height was determined by differential leveling
 PE0081.and adjusted by the National Geodetic Survey in June 1991..
 PE0081
 PE0081.The geoid height was determined by GEOID03.
 PE0081
 PE0081.The dynamic height is computed by dividing the NAVD 88
 PE0081.geopotential number by the normal gravity value computed on the
 PE0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0081.degrees latitude (g = 980.6199 gals.).
 PE0081
 PE0081.The modeled gravity was interpolated from observed gravity values.
 PE0081.The observed gravity was obtained from relative gravimeter ties
 PE0081.to the IGSN71 gravity network.
 PE0081
 PE0081;                    North         East    Units  Estimated Accuracy
 PE0081;SPC ME E     -   100,320.      337,840.      MT  (+/- 180 meters Scaled)
 PE0081
 PE0081                          SUPERSEDED SURVEY CONTROL
 PE0081
 PE0081  NGVD 29 (??/??/92)   50.984  (m)          167.27   (f) ADJ UNCH    1 1
 PE0081
 PE0081.Superseded values are not recommended for survey control.
 PE0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0081.See file dsdata.txt to determine how the superseded data were derived.
 PE0081
 PE0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK775354(NAD 83)
 PE0081_MARKER: DB = BENCH MARK DISK
 PE0081_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE0081_SP_SET: CULVERT
 PE0081_STAMPING: S 7 1927 167.306
 PE0081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE0081
 PE0081  HISTORY     - Date     Condition        Report By
 PE0081  HISTORY     - 1927     MONUMENTED       CGS
 PE0081  HISTORY     - 1966     GOOD             NGS
 PE0081  HISTORY     - 1978     GOOD             DMA
 PE0081
 PE0081                          STATION DESCRIPTION
 PE0081
 PE0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PE0081'5.8 MI E FROM TUNK LAKE.
 PE0081'5.8 MILES EAST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PE0081'CROSSING OF STATE HIGHWAY 183 AT TUNK LAKE, ABOUT 9 1/4 RAILS
 PE0081'NORTHWEST OF MILEPOST P191/C79, IN THE TOP OF THE SOUTHWEST
 PE0081'CONCRETE HEAD WALL FOR A 10 FOOT STONE BOX CULVERT OVER A
 PE0081'STREAM, 9.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 1.2 FEET
 PE0081'NORTHWEST OF THE SOUTHEAST END OF THE HEAD WALL, AND ABOUT
 PE0081'1 1/2 FEET BELOW THE LEVEL OF THE TRACK.
 PE0081
 PE0081                          STATION RECOVERY (1978)
 PE0081
 PE0081'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PE0081'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0201 ***********************************************************************
 PD0201  DESIGNATION -  S 75
 PD0201  PID         -  PD0201
 PD0201  STATE/COUNTY-  ME/WASHINGTON
 PD0201  USGS QUAD   -  MACHIAS (1977)
 PD0201
 PD0201                         *CURRENT SURVEY CONTROL
 PD0201  ___________________________________________________________________
 PD0201* NAD 83(1986)-  44 44 12.     (N)    067 29 04.     (W)     SCALED    
 PD0201* NAVD 88     -        13.039  (meters)      42.78   (feet)  ADJUSTED  
 PD0201  ___________________________________________________________________
 PD0201  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 PD0201  DYNAMIC HT  -          13.038 (meters)      42.78  (feet)  COMP
 PD0201  MODELED GRAV-     980,582.3   (mgal)                       NAVD 88
 PD0201
 PD0201  VERT ORDER  -  SECOND    CLASS 0
 PD0201
 PD0201.The horizontal coordinates were scaled from a topographic map and have
 PD0201.an estimated accuracy of +/- 6 seconds.
 PD0201
 PD0201.The orthometric height was determined by differential leveling
 PD0201.and adjusted by the National Geodetic Survey in June 1991..
 PD0201
 PD0201.The geoid height was determined by GEOID03.
 PD0201
 PD0201.The dynamic height is computed by dividing the NAVD 88
 PD0201.geopotential number by the normal gravity value computed on the
 PD0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0201.degrees latitude (g = 980.6199 gals.).
 PD0201
 PD0201.The modeled gravity was interpolated from observed gravity values.
 PD0201
 PD0201;                    North         East    Units  Estimated Accuracy
 PD0201;SPC ME E     -   119,380.      380,430.      MT  (+/- 180 meters Scaled)
 PD0201
 PD0201                          SUPERSEDED SURVEY CONTROL
 PD0201
 PD0201  NGVD 29 (??/??/92)   13.219  (m)           43.37   (f) ADJ UNCH    2 0
 PD0201
 PD0201.Superseded values are not recommended for survey control.
 PD0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0201.See file dsdata.txt to determine how the superseded data were derived.
 PD0201
 PD0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK199548(NAD 83)
 PD0201_MARKER: DB = BENCH MARK DISK
 PD0201_SETTING: 66 = SET IN ROCK OUTCROP
 PD0201_SP_SET: ROCK LEDGE
 PD0201_STAMPING: S 75 1935
 PD0201_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0201+STABILITY: POSITION/ELEVATION WELL
 PD0201
 PD0201  HISTORY     - Date     Condition        Report By
 PD0201  HISTORY     - 1935     MONUMENTED       CGS
 PD0201  HISTORY     - 1937     GOOD             NGS
 PD0201
 PD0201                          STATION DESCRIPTION
 PD0201
 PD0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PD0201'2 MI NW FROM MACHIAS.
 PD0201'2.0 MILES NORTHWEST ALONG STATE HIGHWAY 192 FROM THE COUNTY
 PD0201'COURTHOUSE AT MACHIAS, WASHINGTON COUNTY, 110 YARDS SOUTH OF THE
 PD0201'JUNCTION OF A ROAD LEADING WEST TO WHITNEYVILLE, 75 YARDS NORTH
 PD0201'OF THE JUNCTION OF A ROAD LEADING EAST, 75 YARDS WEST OF A LARGE
 PD0201'WHITE HOUSE ON A HILL, 25 FEET EAST OF THE CENTER LINE OF THE
 PD0201'HIGHWAY, AND IN THE TOP OF A RED GRANITE LEDGE.  A STANDARD DISK,
 PD0201'STAMPED S 75 1935.
 PD0201
 PD0201                          STATION RECOVERY (1937)
 PD0201
 PD0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1937
 PD0201'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0119 ***********************************************************************
 PE0119  DESIGNATION -  S 76
 PE0119  PID         -  PE0119
 PE0119  STATE/COUNTY-  ME/HANCOCK
 PE0119  USGS QUAD   -  EASTBROOK (1981)
 PE0119
 PE0119                         *CURRENT SURVEY CONTROL
 PE0119  ___________________________________________________________________
 PE0119* NAD 83(1986)-  44 41 45.     (N)    068 19 07.     (W)     SCALED    
 PE0119* NAVD 88     -        82.619  (meters)     271.06   (feet)  ADJUSTED  
 PE0119  ___________________________________________________________________
 PE0119  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 PE0119  DYNAMIC HT  -          82.614 (meters)     271.04  (feet)  COMP
 PE0119  MODELED GRAV-     980,558.9   (mgal)                       NAVD 88
 PE0119
 PE0119  VERT ORDER  -  SECOND    CLASS 0
 PE0119
 PE0119.The horizontal coordinates were scaled from a topographic map and have
 PE0119.an estimated accuracy of +/- 6 seconds.
 PE0119
 PE0119.The orthometric height was determined by differential leveling
 PE0119.and adjusted by the National Geodetic Survey in June 1991..
 PE0119
 PE0119.The geoid height was determined by GEOID03.
 PE0119
 PE0119.The dynamic height is computed by dividing the NAVD 88
 PE0119.geopotential number by the normal gravity value computed on the
 PE0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0119.degrees latitude (g = 980.6199 gals.).
 PE0119
 PE0119.The modeled gravity was interpolated from observed gravity values.
 PE0119
 PE0119;                    North         East    Units  Estimated Accuracy
 PE0119;SPC ME E     -   114,360.      314,380.      MT  (+/- 180 meters Scaled)
 PE0119
 PE0119                          SUPERSEDED SURVEY CONTROL
 PE0119
 PE0119  NGVD 29 (??/??/92)   82.819  (m)          271.72   (f) ADJ UNCH    2 0
 PE0119
 PE0119.Superseded values are not recommended for survey control.
 PE0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0119.See file dsdata.txt to determine how the superseded data were derived.
 PE0119
 PE0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK539493(NAD 83)
 PE0119_MARKER: DB = BENCH MARK DISK
 PE0119_SETTING: 66 = SET IN ROCK OUTCROP
 PE0119_SP_SET: ROCK OUTCROP
 PE0119_STAMPING: S 76 1935
 PE0119_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0119+STABILITY: POSITION/ELEVATION WELL
 PE0119
 PE0119  HISTORY     - Date     Condition        Report By
 PE0119  HISTORY     - 1935     MONUMENTED       CGS
 PE0119  HISTORY     - 1953     GOOD             NGS
 PE0119  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 PE0119
 PE0119                          STATION DESCRIPTION
 PE0119
 PE0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 PE0119'2.2 MI SE FROM WALTHAM.
 PE0119'1.0 MILE SOUTH ALONG STATE HIGHWAY 179 FROM THE TOWN HALL AT
 PE0119'WALTHAM, THENCE ABOUT 1.25 MILES SOUTHEAST ALONG STATE HIGHWAY
 PE0119'200, AT THE TOP OF A HILL, 148 FEET NORTH-NORTHWEST OF NORTHWEST
 PE0119'END OF A GUARD RAIL AND CENTER OF A CURVE WITH TANGENTS
 PE0119'EXTENDING NORTH-NORTHWEST AND EAST-SOUTHEAST, 16 FEET
 PE0119'WEST-SOUTHWEST OF CENTER LINE OF HIGHWAY, 9 1/2 FEET SOUTHEAST OF
 PE0119'A 12-INCH BIRCH TREE, IN THE TOP AND 1 1/2 FEET WEST OF EAST
 PE0119'POINT OF A ROCK OUTCROP PROJECTING 1 FOOT AND EXTENDING INTO
 PE0119'SHOULDER OF HIGHWAY AND ABOUT 1 FOOT ABOVE LEVEL OF HIGHWAY.
 PE0119
 PE0119                          STATION RECOVERY (1987)
 PE0119
 PE0119'RECOVERY NOTE BY US POWER SQUADRON 1987 (ELG)
 PE0119'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0104 ***********************************************************************
 SF0104  DESIGNATION -  S 76 31 RM 1 IBC
 SF0104  PID         -  SF0104
 SF0104  STATE/COUNTY-  ME/AROOSTOOK
 SF0104  USGS QUAD   -  FORT KENT NORTH (1985)
 SF0104
 SF0104                         *CURRENT SURVEY CONTROL
 SF0104  ___________________________________________________________________
 SF0104* NAD 83(1986)-  47 17 40.     (N)    068 30 00.     (W)     SCALED    
 SF0104* NAVD 88     -       159.828  (meters)     524.37   (feet)  ADJUSTED  
 SF0104  ___________________________________________________________________
 SF0104  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 SF0104  DYNAMIC HT  -         159.851 (meters)     524.44  (feet)  COMP
 SF0104  MODELED GRAV-     980,755.4   (mgal)                       NAVD 88
 SF0104
 SF0104  VERT ORDER  -  FIRST     CLASS II
 SF0104
 SF0104.The horizontal coordinates were scaled from a topographic map and have
 SF0104.an estimated accuracy of +/- 6 seconds.
 SF0104
 SF0104.The orthometric height was determined by differential leveling
 SF0104.and adjusted by the National Geodetic Survey in June 1991..
 SF0104
 SF0104.The geoid height was determined by GEOID03.
 SF0104
 SF0104.The dynamic height is computed by dividing the NAVD 88
 SF0104.geopotential number by the normal gravity value computed on the
 SF0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0104.degrees latitude (g = 980.6199 gals.).
 SF0104
 SF0104.The modeled gravity was interpolated from observed gravity values.
 SF0104
 SF0104;                    North         East    Units  Estimated Accuracy
 SF0104;SPC ME E     -   403,160.      300,000.      MT  (+/- 180 meters Scaled)
 SF0104
 SF0104                          SUPERSEDED SURVEY CONTROL
 SF0104
 SF0104.No superseded survey control is available for this station.
 SF0104
 SF0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN378380(NAD 83)
 SF0104_MARKER: DR = REFERENCE MARK DISK
 SF0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF0104_SP_SET: CONCRETE POST
 SF0104_STAMPING: S 76 31 1 1976
 SF0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF0104+STABILITY: SURFACE MOTION
 SF0104
 SF0104  HISTORY     - Date     Condition        Report By
 SF0104  HISTORY     - 1976     MONUMENTED       IBC
 SF0104  HISTORY     - 1978     GOOD             NGS
 SF0104
 SF0104                          STATION DESCRIPTION
 SF0104
 SF0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 SF0104'6.45 MI NE FROM FORT KENT.
 SF0104'6.45 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF STATE
 SF0104'HIGHWAY 11 AT FORT KENT, 0.25 MILES WEST OF THE CROSSING OF THE
 SF0104'BANGOR AND AROOSTOOK RAILROAD, BETWEEN THE RAILROAD AND THE OLD
 SF0104'HIGHWAY, 70.3 FT. NORTH OF AND ACROSS THE RAILROAD FROM THE CENTER
 SF0104'LINE OF THE HIGHWAY, 24.6 FT. NORTH OF THE NORTH RAIL OF THE
 SF0104'RAILROAD, 29.2 FT. SOUTH OF THE CENTER LINE OF THE OLD HIGHWAY,
 SF0104'72.2 FT. EAST OF A TELEPHONE POLE, 31.3 FT. EAST OF BM 76 (IBC).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0103 ***********************************************************************
 SF0103  DESIGNATION -  S 76 31 RM 2 IBC
 SF0103  PID         -  SF0103
 SF0103  STATE/COUNTY-  ME/AROOSTOOK
 SF0103  USGS QUAD   -  FORT KENT NORTH (1985)
 SF0103
 SF0103                         *CURRENT SURVEY CONTROL
 SF0103  ___________________________________________________________________
 SF0103* NAD 83(1986)-  47 17 40.     (N)    068 30 00.     (W)     SCALED    
 SF0103* NAVD 88     -       159.743  (meters)     524.09   (feet)  ADJUSTED  
 SF0103  ___________________________________________________________________
 SF0103  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 SF0103  DYNAMIC HT  -         159.766 (meters)     524.17  (feet)  COMP
 SF0103  MODELED GRAV-     980,755.4   (mgal)                       NAVD 88
 SF0103
 SF0103  VERT ORDER  -  FIRST     CLASS II
 SF0103
 SF0103.The horizontal coordinates were scaled from a topographic map and have
 SF0103.an estimated accuracy of +/- 6 seconds.
 SF0103
 SF0103.The orthometric height was determined by differential leveling
 SF0103.and adjusted by the National Geodetic Survey in June 1991..
 SF0103
 SF0103.The geoid height was determined by GEOID03.
 SF0103
 SF0103.The dynamic height is computed by dividing the NAVD 88
 SF0103.geopotential number by the normal gravity value computed on the
 SF0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0103.degrees latitude (g = 980.6199 gals.).
 SF0103
 SF0103.The modeled gravity was interpolated from observed gravity values.
 SF0103
 SF0103;                    North         East    Units  Estimated Accuracy
 SF0103;SPC ME E     -   403,160.      300,000.      MT  (+/- 180 meters Scaled)
 SF0103
 SF0103                          SUPERSEDED SURVEY CONTROL
 SF0103
 SF0103.No superseded survey control is available for this station.
 SF0103
 SF0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN378380(NAD 83)
 SF0103_MARKER: DR = REFERENCE MARK DISK
 SF0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF0103_SP_SET: CONCRETE POST
 SF0103_STAMPING: S 76 31 1976 2
 SF0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF0103+STABILITY: SURFACE MOTION
 SF0103
 SF0103  HISTORY     - Date     Condition        Report By
 SF0103  HISTORY     - 1976     MONUMENTED       IBC
 SF0103  HISTORY     - 1978     GOOD             NGS
 SF0103
 SF0103                          STATION DESCRIPTION
 SF0103
 SF0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 SF0103'6.45 MI NE FROM FORT KENT.
 SF0103'6.45 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF STATE
 SF0103'HIGHWAY 11 AT FORT KENT, 0.25 MILES WEST OF THE CROSSING OF THE
 SF0103'BANGOR AND AROOSTOOK RAILROAD, BETWEEN THE RAILROAD AND THE OLD
 SF0103'HIGHWAY, 67.6 FT. NORTH AND ACROSS THE TRACKS FROM THE CENTER LINE OF
 SF0103'THE HIGHWAY, 21.8 FT. NORTH OF THE NORTH RAIL OF THE RAILROAD, 31.2
 SF0103'FT. SOUTH OF THE CENTER LINE OF THE OLD HIGHWAY, 10.2 FT. SOUTHEAST
 SF0103'OF A TELEPHONE POLE, 33.0 FT. WEST OF BM 76.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0501 ***********************************************************************
 PE0501  DESIGNATION -  S 77
 PE0501  PID         -  PE0501
 PE0501  STATE/COUNTY-  ME/PENOBSCOT
 PE0501  USGS QUAD   -  CHEMO POND (1970)
 PE0501
 PE0501                         *CURRENT SURVEY CONTROL
 PE0501  ___________________________________________________________________
 PE0501* NAD 83(1986)-  44 47 40.     (N)    068 31 40.     (W)     SCALED    
 PE0501* NAVD 88     -        58.201  (meters)     190.95   (feet)  ADJUSTED  
 PE0501  ___________________________________________________________________
 PE0501  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 PE0501  DYNAMIC HT  -          58.197 (meters)     190.93  (feet)  COMP
 PE0501  MODELED GRAV-     980,563.4   (mgal)                       NAVD 88
 PE0501
 PE0501  VERT ORDER  -  SECOND    CLASS 0
 PE0501
 PE0501.The horizontal coordinates were scaled from a topographic map and have
 PE0501.an estimated accuracy of +/- 6 seconds.
 PE0501
 PE0501.The orthometric height was determined by differential leveling
 PE0501.and adjusted by the National Geodetic Survey in June 1991..
 PE0501
 PE0501.The geoid height was determined by GEOID03.
 PE0501
 PE0501.The dynamic height is computed by dividing the NAVD 88
 PE0501.geopotential number by the normal gravity value computed on the
 PE0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0501.degrees latitude (g = 980.6199 gals.).
 PE0501
 PE0501.The modeled gravity was interpolated from observed gravity values.
 PE0501
 PE0501;                    North         East    Units  Estimated Accuracy
 PE0501;SPC ME E     -   125,300.      297,800.      MT  (+/- 180 meters Scaled)
 PE0501
 PE0501                          SUPERSEDED SURVEY CONTROL
 PE0501
 PE0501  NGVD 29 (??/??/92)   58.398  (m)          191.59   (f) ADJ UNCH    2 0
 PE0501
 PE0501.Superseded values are not recommended for survey control.
 PE0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0501.See file dsdata.txt to determine how the superseded data were derived.
 PE0501
 PE0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK373602(NAD 83)
 PE0501_MARKER: DB = BENCH MARK DISK
 PE0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE0501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE0501_STAMPING: S 77 1935
 PE0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0501+STABILITY: SURFACE MOTION
 PE0501
 PE0501  HISTORY     - Date     Condition        Report By
 PE0501  HISTORY     - 1935     MONUMENTED       CGS
 PE0501  HISTORY     - 1953     MARK NOT FOUND   NGS
 PE0501
 PE0501                          STATION DESCRIPTION
 PE0501
 PE0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 PE0501'1.1 MI SE FROM CLIFTON.
 PE0501'1.1 MILES SOUTHEAST ALONG STATE HIGHWAY 180 FROM THE JUNCTION OF
 PE0501'STATE HIGHWAY 9 AT CLIFTON, PENOBSCOT COUNTY, 0.5 MILE
 PE0501'NORTHWEST OF MAPLEWOOD CEMETERY, AT THE WEST END OF A MEADOW,
 PE0501'IN THE EDGE OF A WOODS, AND 31 FEET SOUTHWEST OF THE
 PE0501'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED S 77 1935
 PE0501'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 PE0501'GROUND.  NOTE-- A NEW HIGHWAY CUT HAS BEEN BUILT AND IT IS
 PE0501'BELIEVED THAT THE MARK MAY HAVE BEEN DESTROYED DURING CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0120 ***********************************************************************
 QF0120  DESIGNATION -  S 78
 QF0120  PID         -  QF0120
 QF0120  STATE/COUNTY-  ME/WASHINGTON
 QF0120  USGS QUAD   -  DILL HILL (1988)
 QF0120
 QF0120                         *CURRENT SURVEY CONTROL
 QF0120  ___________________________________________________________________
 QF0120* NAD 83(1986)-  45 24 07.     (N)    067 53 52.     (W)     SCALED    
 QF0120* NAVD 88     -       151.574  (meters)     497.29   (feet)  ADJUSTED  
 QF0120  ___________________________________________________________________
 QF0120  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 QF0120  DYNAMIC HT  -         151.572 (meters)     497.28  (feet)  COMP
 QF0120  MODELED GRAV-     980,597.5   (mgal)                       NAVD 88
 QF0120
 QF0120  VERT ORDER  -  SECOND    CLASS 0
 QF0120
 QF0120.The horizontal coordinates were scaled from a topographic map and have
 QF0120.an estimated accuracy of +/- 6 seconds.
 QF0120
 QF0120.The orthometric height was determined by differential leveling
 QF0120.and adjusted by the National Geodetic Survey in June 1991..
 QF0120
 QF0120.The geoid height was determined by GEOID03.
 QF0120
 QF0120.The dynamic height is computed by dividing the NAVD 88
 QF0120.geopotential number by the normal gravity value computed on the
 QF0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0120.degrees latitude (g = 980.6199 gals.).
 QF0120
 QF0120.The modeled gravity was interpolated from observed gravity values.
 QF0120
 QF0120;                    North         East    Units  Estimated Accuracy
 QF0120;SPC ME E     -   192,990.      347,150.      MT  (+/- 180 meters Scaled)
 QF0120
 QF0120                          SUPERSEDED SURVEY CONTROL
 QF0120
 QF0120  NGVD 29 (??/??/92)  151.763  (m)          497.91   (f) ADJ UNCH    2 0
 QF0120
 QF0120.Superseded values are not recommended for survey control.
 QF0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0120.See file dsdata.txt to determine how the superseded data were derived.
 QF0120
 QF0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL862281(NAD 83)
 QF0120_MARKER: DB = BENCH MARK DISK
 QF0120_SETTING: 66 = SET IN ROCK OUTCROP
 QF0120_SP_SET: ROCK OUTCROP
 QF0120_STAMPING: S 78 1935
 QF0120_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0120+STABILITY: POSITION/ELEVATION WELL
 QF0120
 QF0120  HISTORY     - Date     Condition        Report By
 QF0120  HISTORY     - 1935     MONUMENTED       CGS
 QF0120
 QF0120                          STATION DESCRIPTION
 QF0120
 QF0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QF0120'7 MI E FROM CARROLL.
 QF0120'IN WASHINGTON COUNTY, 7.0 MILES EAST ALONG STATE HIGHWAY 16 FROM
 QF0120'THE GENERAL STORE AT CARROLL, PENOBSCOT COUNTY, 0.3 MILE WEST OF
 QF0120'A CUT, 57 YARDS EAST OF A 15-INCH PIPE CULVERT, 48 FEET NORTH OF
 QF0120'THE CENTER LINE OF THE HIGHWAY, AND IN THE TOP OF A LARGE
 QF0120'LIMESTONE OUTCROP.  A STANDARD DISK, STAMPED S 78 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0102 ***********************************************************************
 SF0102  DESIGNATION -  S 78 76 RM 1 IBC
 SF0102  PID         -  SF0102
 SF0102  STATE/COUNTY-  ME/AROOSTOOK
 SF0102  USGS QUAD   -  FORT KENT NORTH (1985)
 SF0102
 SF0102                         *CURRENT SURVEY CONTROL
 SF0102  ___________________________________________________________________
 SF0102* NAD 83(1986)-  47 17 40.     (N)    068 30 53.     (W)     SCALED    
 SF0102* NAVD 88     -       166.304  (meters)     545.62   (feet)  ADJUSTED  
 SF0102  ___________________________________________________________________
 SF0102  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 SF0102  DYNAMIC HT  -         166.329 (meters)     545.70  (feet)  COMP
 SF0102  MODELED GRAV-     980,756.5   (mgal)                       NAVD 88
 SF0102
 SF0102  VERT ORDER  -  FIRST     CLASS II
 SF0102
 SF0102.The horizontal coordinates were scaled from a topographic map and have
 SF0102.an estimated accuracy of +/- 6 seconds.
 SF0102
 SF0102.The orthometric height was determined by differential leveling
 SF0102.and adjusted by the National Geodetic Survey in June 1991..
 SF0102
 SF0102.The geoid height was determined by GEOID03.
 SF0102
 SF0102.The dynamic height is computed by dividing the NAVD 88
 SF0102.geopotential number by the normal gravity value computed on the
 SF0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0102.degrees latitude (g = 980.6199 gals.).
 SF0102
 SF0102.The modeled gravity was interpolated from observed gravity values.
 SF0102
 SF0102;                    North         East    Units  Estimated Accuracy
 SF0102;SPC ME E     -   403,160.      298,890.      MT  (+/- 180 meters Scaled)
 SF0102
 SF0102                          SUPERSEDED SURVEY CONTROL
 SF0102
 SF0102.No superseded survey control is available for this station.
 SF0102
 SF0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN366380(NAD 83)
 SF0102_MARKER: DR = REFERENCE MARK DISK
 SF0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF0102_SP_SET: CONCRETE POST
 SF0102_STAMPING: S 78 76 1976
 SF0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF0102+STABILITY: SURFACE MOTION
 SF0102
 SF0102  HISTORY     - Date     Condition        Report By
 SF0102  HISTORY     - 1976     MONUMENTED       IBC
 SF0102  HISTORY     - 1978     GOOD             NGS
 SF0102
 SF0102                          STATION DESCRIPTION
 SF0102
 SF0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 SF0102'5.75 MI NE FROM FORT KENT.
 SF0102'5.75 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF STATE
 SF0102'HIGHWAY 11 AT FORT KENT, OPPOSITE AND SOUTHWEST OF THE Y-JUNCTION
 SF0102'OF A DIRT ROAD LEADING NORTHWEST, 33.3 FT. SOUTH OF THE CENTER LINE
 SF0102'OF THE HIGHWAY, 130.0 FT. NORTHWEST OF THE NORTHWEST CORNER OF A
 SF0102'HOUSE, 64.8 FT. WEST OF A POWER POLE, 19.9 FT. EAST OF S 78 76.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0100 ***********************************************************************
 SF0100  DESIGNATION -  S 78 76 RM 2 IBC
 SF0100  PID         -  SF0100
 SF0100  STATE/COUNTY-  ME/AROOSTOOK
 SF0100  USGS QUAD   -  FORT KENT NORTH (1985)
 SF0100
 SF0100                         *CURRENT SURVEY CONTROL
 SF0100  ___________________________________________________________________
 SF0100* NAD 83(1986)-  47 17 40.     (N)    068 30 53.     (W)     SCALED    
 SF0100* NAVD 88     -       166.812  (meters)     547.28   (feet)  ADJUSTED  
 SF0100  ___________________________________________________________________
 SF0100  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 SF0100  DYNAMIC HT  -         166.837 (meters)     547.36  (feet)  COMP
 SF0100  MODELED GRAV-     980,756.5   (mgal)                       NAVD 88
 SF0100
 SF0100  VERT ORDER  -  FIRST     CLASS II
 SF0100
 SF0100.The horizontal coordinates were scaled from a topographic map and have
 SF0100.an estimated accuracy of +/- 6 seconds.
 SF0100
 SF0100.The orthometric height was determined by differential leveling
 SF0100.and adjusted by the National Geodetic Survey in June 1991..
 SF0100
 SF0100.The geoid height was determined by GEOID03.
 SF0100
 SF0100.The dynamic height is computed by dividing the NAVD 88
 SF0100.geopotential number by the normal gravity value computed on the
 SF0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0100.degrees latitude (g = 980.6199 gals.).
 SF0100
 SF0100.The modeled gravity was interpolated from observed gravity values.
 SF0100
 SF0100;                    North         East    Units  Estimated Accuracy
 SF0100;SPC ME E     -   403,160.      298,890.      MT  (+/- 180 meters Scaled)
 SF0100
 SF0100                          SUPERSEDED SURVEY CONTROL
 SF0100
 SF0100.No superseded survey control is available for this station.
 SF0100
 SF0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN366380(NAD 83)
 SF0100_MARKER: DR = REFERENCE MARK DISK
 SF0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF0100_SP_SET: CONCRETE POST
 SF0100_STAMPING: S 78 76 2 1976
 SF0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF0100+STABILITY: SURFACE MOTION
 SF0100
 SF0100  HISTORY     - Date     Condition        Report By
 SF0100  HISTORY     - 1976     MONUMENTED       IBC
 SF0100  HISTORY     - 1978     GOOD             NGS
 SF0100
 SF0100                          STATION DESCRIPTION
 SF0100
 SF0100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 SF0100'5.75 MI NE FROM FORT KENT.
 SF0100'5.75 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF STATE
 SF0100'HIGHWAY 11 AT FORT KENT, OPPOSITE AND SOUTHWEST OF THE Y JUNCTION OF A
 SF0100'DIRT ROAD LEADING NORTHWEST, 33.9 FT. SOUTH OF THE CENTER LINE OF THE
 SF0100'HIGHWAY, 168.7 FT. NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE, 38.2
 SF0100'FT. EAST OF A POWER POLE, 35.6 FT. WEST OF S 78 76.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0099 ***********************************************************************
 SF0099  DESIGNATION -  S 79 76 RM 1 IBC
 SF0099  PID         -  SF0099
 SF0099  STATE/COUNTY-  ME/AROOSTOOK
 SF0099  USGS QUAD   -  FORT KENT NORTH (1985)
 SF0099
 SF0099                         *CURRENT SURVEY CONTROL
 SF0099  ___________________________________________________________________
 SF0099* NAD 83(1986)-  47 17 32.     (N)    068 31 22.     (W)     SCALED    
 SF0099* NAVD 88     -       163.388  (meters)     536.05   (feet)  ADJUSTED  
 SF0099  ___________________________________________________________________
 SF0099  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 SF0099  DYNAMIC HT  -         163.412 (meters)     536.13  (feet)  COMP
 SF0099  MODELED GRAV-     980,755.9   (mgal)                       NAVD 88
 SF0099
 SF0099  VERT ORDER  -  FIRST     CLASS II
 SF0099
 SF0099.The horizontal coordinates were scaled from a topographic map and have
 SF0099.an estimated accuracy of +/- 6 seconds.
 SF0099
 SF0099.The orthometric height was determined by differential leveling
 SF0099.and adjusted by the National Geodetic Survey in June 1991..
 SF0099
 SF0099.The geoid height was determined by GEOID03.
 SF0099
 SF0099.The dynamic height is computed by dividing the NAVD 88
 SF0099.geopotential number by the normal gravity value computed on the
 SF0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0099.degrees latitude (g = 980.6199 gals.).
 SF0099
 SF0099.The modeled gravity was interpolated from observed gravity values.
 SF0099
 SF0099;                    North         East    Units  Estimated Accuracy
 SF0099;SPC ME E     -   402,910.      298,280.      MT  (+/- 180 meters Scaled)
 SF0099
 SF0099                          SUPERSEDED SURVEY CONTROL
 SF0099
 SF0099.No superseded survey control is available for this station.
 SF0099
 SF0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN360377(NAD 83)
 SF0099_MARKER: DB = BENCH MARK DISK
 SF0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF0099_SP_SET: CONCRETE POST
 SF0099_STAMPING: S 79 76 1 1976
 SF0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF0099+STABILITY: SURFACE MOTION
 SF0099
 SF0099  HISTORY     - Date     Condition        Report By
 SF0099  HISTORY     - 1976     MONUMENTED       IBC
 SF0099  HISTORY     - 1978     GOOD             NGS
 SF0099
 SF0099                          STATION DESCRIPTION
 SF0099
 SF0099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 SF0099'5.3 MI NE FROM FORT KENT.
 SF0099'5.3 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF STATE
 SF0099'HIGHWAY 11 AT FORT KENT, 41.5 FT. SOUTHEAST OF THE CENTER LINE OF
 SF0099'THE HIGHWAY, 8.1 FT. EAST OF POWER POLE 191, 30.9 FT. NORTHEAST OF
 SF0099'S 79 76.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0097 ***********************************************************************
 SF0097  DESIGNATION -  S 79 76 RM 2 IBC
 SF0097  PID         -  SF0097
 SF0097  STATE/COUNTY-  ME/AROOSTOOK
 SF0097  USGS QUAD   -  FORT KENT NORTH (1985)
 SF0097
 SF0097                         *CURRENT SURVEY CONTROL
 SF0097  ___________________________________________________________________
 SF0097* NAD 83(1986)-  47 17 32.     (N)    068 31 22.     (W)     SCALED    
 SF0097* NAVD 88     -       165.129  (meters)     541.76   (feet)  ADJUSTED  
 SF0097  ___________________________________________________________________
 SF0097  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 SF0097  DYNAMIC HT  -         165.153 (meters)     541.84  (feet)  COMP
 SF0097  MODELED GRAV-     980,755.9   (mgal)                       NAVD 88
 SF0097
 SF0097  VERT ORDER  -  FIRST     CLASS II
 SF0097
 SF0097.The horizontal coordinates were scaled from a topographic map and have
 SF0097.an estimated accuracy of +/- 6 seconds.
 SF0097
 SF0097.The orthometric height was determined by differential leveling
 SF0097.and adjusted by the National Geodetic Survey in June 1991..
 SF0097
 SF0097.The geoid height was determined by GEOID03.
 SF0097
 SF0097.The dynamic height is computed by dividing the NAVD 88
 SF0097.geopotential number by the normal gravity value computed on the
 SF0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0097.degrees latitude (g = 980.6199 gals.).
 SF0097
 SF0097.The modeled gravity was interpolated from observed gravity values.
 SF0097
 SF0097;                    North         East    Units  Estimated Accuracy
 SF0097;SPC ME E     -   402,910.      298,280.      MT  (+/- 180 meters Scaled)
 SF0097
 SF0097                          SUPERSEDED SURVEY CONTROL
 SF0097
 SF0097.No superseded survey control is available for this station.
 SF0097
 SF0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN360377(NAD 83)
 SF0097_MARKER: DR = REFERENCE MARK DISK
 SF0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF0097_SP_SET: CONCRETE POST
 SF0097_STAMPING: S 79 76 2 1976
 SF0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF0097+STABILITY: SURFACE MOTION
 SF0097
 SF0097  HISTORY     - Date     Condition        Report By
 SF0097  HISTORY     - 1976     MONUMENTED       IBC
 SF0097  HISTORY     - 1978     GOOD             NGS
 SF0097
 SF0097                          STATION DESCRIPTION
 SF0097
 SF0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 SF0097'5.3 MI NE FROM FORT KENT.
 SF0097'5.3 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF STATE
 SF0097'HIGHWAY 11, ON A 6.0 FT. BANK, 43.8 FT. SOUTHEAST OF THE CENTER LINE
 SF0097'OF THE HIGHWAY, 71.4 FT. SOUTHWEST OF POWER POLE 191, 46.1 FT.
 SF0097'SOUTHWEST OF S 79 76.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0539 ***********************************************************************
 QG0539  DESIGNATION -  S 80
 QG0539  PID         -  QG0539
 QG0539  STATE/COUNTY-  ME/PISCATAQUIS
 QG0539  USGS QUAD   -  ABOL POND (1988)
 QG0539
 QG0539                         *CURRENT SURVEY CONTROL
 QG0539  ___________________________________________________________________
 QG0539* NAD 83(1986)-  45 48 51.     (N)    068 54 43.     (W)     SCALED    
 QG0539* NAVD 88     -       206.552  (meters)     677.66   (feet)  ADJUSTED  
 QG0539  ___________________________________________________________________
 QG0539  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 QG0539  DYNAMIC HT  -         206.553 (meters)     677.67  (feet)  COMP
 QG0539  MODELED GRAV-     980,612.4   (mgal)                       NAVD 88
 QG0539
 QG0539  VERT ORDER  -  SECOND    CLASS 0
 QG0539
 QG0539.The horizontal coordinates were scaled from a topographic map and have
 QG0539.an estimated accuracy of +/- 6 seconds.
 QG0539
 QG0539.The orthometric height was determined by differential leveling
 QG0539.and adjusted by the National Geodetic Survey in June 1991..
 QG0539
 QG0539.The geoid height was determined by GEOID03.
 QG0539
 QG0539.The dynamic height is computed by dividing the NAVD 88
 QG0539.geopotential number by the normal gravity value computed on the
 QG0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0539.degrees latitude (g = 980.6199 gals.).
 QG0539
 QG0539.The modeled gravity was interpolated from observed gravity values.
 QG0539
 QG0539;                    North         East    Units  Estimated Accuracy
 QG0539;SPC ME E     -   238,700.      267,990.      MT  (+/- 180 meters Scaled)
 QG0539
 QG0539                          SUPERSEDED SURVEY CONTROL
 QG0539
 QG0539  NGVD 29 (??/??/92)  206.711  (m)          678.18   (f) ADJ UNCH    2 0
 QG0539
 QG0539.Superseded values are not recommended for survey control.
 QG0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0539.See file dsdata.txt to determine how the superseded data were derived.
 QG0539
 QG0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL068734(NAD 83)
 QG0539_MARKER: DB = BENCH MARK DISK
 QG0539_SETTING: 80 = SET IN A BOULDER
 QG0539_SP_SET: BOULDER
 QG0539_STAMPING: S 80 1942
 QG0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0539+STABILITY: SURFACE MOTION
 QG0539
 QG0539  HISTORY     - Date     Condition        Report By
 QG0539  HISTORY     - 1942     MONUMENTED       CGS
 QG0539
 QG0539                          STATION DESCRIPTION
 QG0539
 QG0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0539'15.8 MI NW FROM MILLINOCKET.
 QG0539'IN PISCATAQUIS COUNTY, 15.8 MILES NORTHWEST ALONG THE BAXTER STATE
 QG0539'PARK ROAD FROM THE BANGOR AND AROOSTOOK RAILROAD STATION AT
 QG0539'MILLINOCKET, PENOBSCOT COUNTY, 0.7 MILE NORTHWEST OF THE JUNCTION
 QG0539'OF A ROAD LEADING TO THE TOGUE POND CAMPS, 200 FEET NORTHWEST OF A
 QG0539'CURVE IN THE ROAD AROUND A LARGE BOULDER, 13 FEET SOUTHWEST OF THE
 QG0539'CENTER LINE OF THE ROAD, IN THE TOP OF THE NORTHEAST EDGE OF A
 QG0539'7-FOOT GRANITE BOULDER, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
 QG0539'A STANDARD DISK, STAMPED S 80 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0669 ***********************************************************************
 QG0669  DESIGNATION -  S 81
 QG0669  PID         -  QG0669
 QG0669  STATE/COUNTY-  ME/PISCATAQUIS
 QG0669  USGS QUAD   -  HARRINGTON LAKE (1988)
 QG0669
 QG0669                         *CURRENT SURVEY CONTROL
 QG0669  ___________________________________________________________________
 QG0669* NAD 83(1986)-  45 57 11.     (N)    069 09 53.     (W)     SCALED    
 QG0669* NAVD 88     -       347.367  (meters)    1139.65   (feet)  ADJUSTED  
 QG0669  ___________________________________________________________________
 QG0669  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 QG0669  DYNAMIC HT  -         347.374 (meters)    1139.68  (feet)  COMP
 QG0669  MODELED GRAV-     980,623.2   (mgal)                       NAVD 88
 QG0669
 QG0669  VERT ORDER  -  SECOND    CLASS 0
 QG0669
 QG0669.The horizontal coordinates were scaled from a topographic map and have
 QG0669.an estimated accuracy of +/- 6 seconds.
 QG0669
 QG0669.The orthometric height was determined by differential leveling
 QG0669.and adjusted by the National Geodetic Survey in June 1991..
 QG0669
 QG0669.The geoid height was determined by GEOID03.
 QG0669
 QG0669.The dynamic height is computed by dividing the NAVD 88
 QG0669.geopotential number by the normal gravity value computed on the
 QG0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0669.degrees latitude (g = 980.6199 gals.).
 QG0669
 QG0669.The modeled gravity was interpolated from observed gravity values.
 QG0669
 QG0669;                    North         East    Units  Estimated Accuracy
 QG0669;SPC ME E     -   254,270.      248,470.      MT  (+/- 180 meters Scaled)
 QG0669
 QG0669                          SUPERSEDED SURVEY CONTROL
 QG0669
 QG0669  NGVD 29 (??/??/92)  347.525  (m)         1140.17   (f) ADJ UNCH    2 0
 QG0669
 QG0669.Superseded values are not recommended for survey control.
 QG0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0669.See file dsdata.txt to determine how the superseded data were derived.
 QG0669
 QG0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL872888(NAD 83)
 QG0669_MARKER: DB = BENCH MARK DISK
 QG0669_SETTING: 80 = SET IN A BOULDER
 QG0669_SP_SET: BOULDER
 QG0669_STAMPING: S 81 1942
 QG0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0669+STABILITY: SURFACE MOTION
 QG0669
 QG0669  HISTORY     - Date     Condition        Report By
 QG0669  HISTORY     - 1942     MONUMENTED       CGS
 QG0669
 QG0669                          STATION DESCRIPTION
 QG0669
 QG0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0669'38.2 MI NW FROM MILLINOCKET.
 QG0669'IN PISCATAQUIS COUNTY, 38.2 MILES NORTHWEST OF MILLINOCKET,
 QG0669'PENOBSCOT COUNTY.  THIS BENCH MARK MAY BE REACHED FROM THE BANGOR
 QG0669'AND AROOSTOOK RAILROAD STATION BY GOING 24.2 MILES NORTHWEST
 QG0669'ALONG THE BAXTER STATE PARK ROAD TO THE KATAHDIN STREAM RANGER
 QG0669'STATION, THENCE 9.0 MILES NORTHWEST PAST THE RANGER STATION TO
 QG0669'THE JUNCTION OF THE CAMP PHOENIX ROAD, AND THENCE 5.0 MILES WEST
 QG0669'ALONG THE ROAD TO RIPOGENUS DAM.  IT IS ON THE OUTSIDE OF A CURVE
 QG0669'IN THE ROAD, 16.5 FEET SOUTH OF THE CENTER LINE OF THE ROAD, IN
 QG0669'THE EXTREME TOP OF A VERY LARGE BLACK BOULDER, AND ABOUT 2 FEET
 QG0669'HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED S 81 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0096 ***********************************************************************
 SF0096  DESIGNATION -  S 81 76 RM 1 IBC
 SF0096  PID         -  SF0096
 SF0096  STATE/COUNTY-  ME/AROOSTOOK
 SF0096  USGS QUAD   -  FORT KENT NORTH (1985)
 SF0096
 SF0096                         *CURRENT SURVEY CONTROL
 SF0096  ___________________________________________________________________
 SF0096* NAD 83(1986)-  47 17 02.     (N)    068 32 10.     (W)     SCALED    
 SF0096* NAVD 88     -       180.078  (meters)     590.81   (feet)  ADJUSTED  
 SF0096  ___________________________________________________________________
 SF0096  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 SF0096  DYNAMIC HT  -         180.104 (meters)     590.89  (feet)  COMP
 SF0096  MODELED GRAV-     980,753.6   (mgal)                       NAVD 88
 SF0096
 SF0096  VERT ORDER  -  FIRST     CLASS II
 SF0096
 SF0096.The horizontal coordinates were scaled from a topographic map and have
 SF0096.an estimated accuracy of +/- 6 seconds.
 SF0096
 SF0096.The orthometric height was determined by differential leveling
 SF0096.and adjusted by the National Geodetic Survey in June 1991..
 SF0096
 SF0096.The geoid height was determined by GEOID03.
 SF0096
 SF0096.The dynamic height is computed by dividing the NAVD 88
 SF0096.geopotential number by the normal gravity value computed on the
 SF0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0096.degrees latitude (g = 980.6199 gals.).
 SF0096
 SF0096.The modeled gravity was interpolated from observed gravity values.
 SF0096
 SF0096;                    North         East    Units  Estimated Accuracy
 SF0096;SPC ME E     -   401,980.      297,270.      MT  (+/- 180 meters Scaled)
 SF0096
 SF0096                          SUPERSEDED SURVEY CONTROL
 SF0096
 SF0096.No superseded survey control is available for this station.
 SF0096
 SF0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN350368(NAD 83)
 SF0096_MARKER: DR = REFERENCE MARK DISK
 SF0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF0096_SP_SET: CONCRETE POST
 SF0096_STAMPING: S 81 76 1 1976
 SF0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF0096+STABILITY: SURFACE MOTION
 SF0096
 SF0096  HISTORY     - Date     Condition        Report By
 SF0096  HISTORY     - 1976     MONUMENTED       IBC
 SF0096  HISTORY     - 1978     GOOD             NGS
 SF0096
 SF0096                          STATION DESCRIPTION
 SF0096
 SF0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 SF0096'4.45 MI NE FROM FORT KENT.
 SF0096'4.45 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF STATE
 SF0096'HIGHWAY 11 AT FORT KENT, 40.9 FT. SOUTHEAST OF THE CENTER LINE OF THE
 SF0096'HIGHWAY, 36.2 FT. NORTHEAST OF POWER POLE 162, 21.7 FT. NORTHEAST OF
 SF0096'S 81 76.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0094 ***********************************************************************
 SF0094  DESIGNATION -  S 81 76 RM 2 IBC
 SF0094  PID         -  SF0094
 SF0094  STATE/COUNTY-  ME/AROOSTOOK
 SF0094  USGS QUAD   -  FORT KENT NORTH (1985)
 SF0094
 SF0094                         *CURRENT SURVEY CONTROL
 SF0094  ___________________________________________________________________
 SF0094* NAD 83(1986)-  47 17 02.     (N)    068 32 10.     (W)     SCALED    
 SF0094* NAVD 88     -       180.856  (meters)     593.36   (feet)  ADJUSTED  
 SF0094  ___________________________________________________________________
 SF0094  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 SF0094  DYNAMIC HT  -         180.882 (meters)     593.44  (feet)  COMP
 SF0094  MODELED GRAV-     980,753.6   (mgal)                       NAVD 88
 SF0094
 SF0094  VERT ORDER  -  FIRST     CLASS II
 SF0094
 SF0094.The horizontal coordinates were scaled from a topographic map and have
 SF0094.an estimated accuracy of +/- 6 seconds.
 SF0094
 SF0094.The orthometric height was determined by differential leveling
 SF0094.and adjusted by the National Geodetic Survey in June 1991..
 SF0094
 SF0094.The geoid height was determined by GEOID03.
 SF0094
 SF0094.The dynamic height is computed by dividing the NAVD 88
 SF0094.geopotential number by the normal gravity value computed on the
 SF0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0094.degrees latitude (g = 980.6199 gals.).
 SF0094
 SF0094.The modeled gravity was interpolated from observed gravity values.
 SF0094
 SF0094;                    North         East    Units  Estimated Accuracy
 SF0094;SPC ME E     -   401,980.      297,270.      MT  (+/- 180 meters Scaled)
 SF0094
 SF0094                          SUPERSEDED SURVEY CONTROL
 SF0094
 SF0094.No superseded survey control is available for this station.
 SF0094
 SF0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN350368(NAD 83)
 SF0094_MARKER: DR = REFERENCE MARK DISK
 SF0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF0094_SP_SET: CONCRETE POST
 SF0094_STAMPING: S 81 76 2 1976
 SF0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF0094+STABILITY: SURFACE MOTION
 SF0094
 SF0094  HISTORY     - Date     Condition        Report By
 SF0094  HISTORY     - 1976     MONUMENTED       IBC
 SF0094  HISTORY     - 1978     GOOD             NGS
 SF0094
 SF0094                          STATION DESCRIPTION
 SF0094
 SF0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 SF0094'4.45 MI NE FROM FORT KENT.
 SF0094'4.45 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF STATE
 SF0094'HIGHWAY 11 AT FT. KENT, 39.5 FT. SOUTHEAST OF THE CENTER LINE OF
 SF0094'THE HIGHWAY, 12.5 FT. WEST OF POWER POLE 162, 23.1 FT. SOUTHWEST OF
 SF0094'S 81 76.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0236 ***********************************************************************
 QG0236  DESIGNATION -  S 82
 QG0236  PID         -  QG0236
 QG0236  STATE/COUNTY-  ME/PENOBSCOT
 QG0236  USGS QUAD   -  BOWERS MOUNTAIN (1988)
 QG0236
 QG0236                         *CURRENT SURVEY CONTROL
 QG0236  ___________________________________________________________________
 QG0236* NAD 83(1986)-  45 29 14.     (N)    068 06 08.     (W)     SCALED    
 QG0236* NAVD 88     -       120.854  (meters)     396.50   (feet)  ADJUSTED  
 QG0236  ___________________________________________________________________
 QG0236  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 QG0236  DYNAMIC HT  -         120.855 (meters)     396.51  (feet)  COMP
 QG0236  MODELED GRAV-     980,620.8   (mgal)                       NAVD 88
 QG0236
 QG0236  VERT ORDER  -  SECOND    CLASS 0
 QG0236
 QG0236.The horizontal coordinates were scaled from a topographic map and have
 QG0236.an estimated accuracy of +/- 6 seconds.
 QG0236
 QG0236.The orthometric height was determined by differential leveling
 QG0236.and adjusted by the National Geodetic Survey in June 1991..
 QG0236
 QG0236.The geoid height was determined by GEOID03.
 QG0236
 QG0236.The dynamic height is computed by dividing the NAVD 88
 QG0236.geopotential number by the normal gravity value computed on the
 QG0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0236.degrees latitude (g = 980.6199 gals.).
 QG0236
 QG0236.The modeled gravity was interpolated from observed gravity values.
 QG0236
 QG0236;                    North         East    Units  Estimated Accuracy
 QG0236;SPC ME E     -   202,360.      331,090.      MT  (+/- 180 meters Scaled)
 QG0236
 QG0236                          SUPERSEDED SURVEY CONTROL
 QG0236
 QG0236  NGVD 29 (??/??/92)  121.042  (m)          397.12   (f) ADJ UNCH    2 0
 QG0236
 QG0236.Superseded values are not recommended for survey control.
 QG0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0236.See file dsdata.txt to determine how the superseded data were derived.
 QG0236
 QG0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL701374(NAD 83)
 QG0236_MARKER: DB = BENCH MARK DISK
 QG0236_SETTING: 80 = SET IN A BOULDER
 QG0236_SP_SET: BOULDER
 QG0236_STAMPING: S 82 1942
 QG0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0236+STABILITY: SURFACE MOTION
 QG0236
 QG0236  HISTORY     - Date     Condition        Report By
 QG0236  HISTORY     - 1942     MONUMENTED       CGS
 QG0236
 QG0236                          STATION DESCRIPTION
 QG0236
 QG0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0236'7.5 MI SE FROM KINGMAN.
 QG0236'7.5 MILES SOUTHEAST OF KINGMAN, PENOBSCOT COUNTY.  THIS BENCH MARK
 QG0236'MAY BE REACHED FROM THE MAINE CENTRAL RAILROAD STATION BY GOING
 QG0236'6.5 MILES SOUTHEAST ALONG STATE HIGHWAY 170, THENCE 1.0 MILE
 QG0236'SOUTHEAST ALONG THE THOMPSON CORNERS ROAD.  IT IS 1.0 MILE
 QG0236'NORTHWEST OF THOMPSON CORNERS, 90 FEET SOUTHEAST OF THE CREST
 QG0236'OF A HILL, 30 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, IN
 QG0236'THE TOP OF THE NORTH EDGE OF A 6- BY 8-FOOT BOULDER PROJECTING 3
 QG0236'FEET ABOVE THE GROUND, ABOUT 4 FEET HIGHER THAN THE ROAD, AND 0.5
 QG0236'FOOT BELOW THE TOP OF THE BOULDER.  A STANDARD DISK, STAMPED S
 QG0236'82 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0379 ***********************************************************************
 QG0379  DESIGNATION -  S 83
 QG0379  PID         -  QG0379
 QG0379  STATE/COUNTY-  ME/PENOBSCOT
 QG0379  USGS QUAD   -  HOWLAND (1988)
 QG0379
 QG0379                         *CURRENT SURVEY CONTROL
 QG0379  ___________________________________________________________________
 QG0379* NAD 83(1986)-  45 14 03.     (N)    068 44 22.     (W)     SCALED    
 QG0379* NAVD 88     -        75.425  (meters)     247.46   (feet)  ADJUSTED  
 QG0379  ___________________________________________________________________
 QG0379  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 QG0379  DYNAMIC HT  -          75.424 (meters)     247.45  (feet)  COMP
 QG0379  MODELED GRAV-     980,602.1   (mgal)                       NAVD 88
 QG0379
 QG0379  VERT ORDER  -  SECOND    CLASS 0
 QG0379
 QG0379.The horizontal coordinates were scaled from a topographic map and have
 QG0379.an estimated accuracy of +/- 6 seconds.
 QG0379
 QG0379.The orthometric height was determined by differential leveling
 QG0379.and adjusted by the National Geodetic Survey in June 1991..
 QG0379
 QG0379.The geoid height was determined by GEOID03.
 QG0379
 QG0379.The dynamic height is computed by dividing the NAVD 88
 QG0379.geopotential number by the normal gravity value computed on the
 QG0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0379.degrees latitude (g = 980.6199 gals.).
 QG0379
 QG0379.The modeled gravity was interpolated from observed gravity values.
 QG0379
 QG0379;                    North         East    Units  Estimated Accuracy
 QG0379;SPC ME E     -   174,190.      281,200.      MT  (+/- 180 meters Scaled)
 QG0379
 QG0379                          SUPERSEDED SURVEY CONTROL
 QG0379
 QG0379  NGVD 29 (??/??/92)   75.625  (m)          248.11   (f) ADJ UNCH    2 0
 QG0379
 QG0379.Superseded values are not recommended for survey control.
 QG0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0379.See file dsdata.txt to determine how the superseded data were derived.
 QG0379
 QG0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL204089(NAD 83)
 QG0379_MARKER: DB = BENCH MARK DISK
 QG0379_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QG0379_SP_SET: CULVERT
 QG0379_STAMPING: S 83 1942
 QG0379_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG0379
 QG0379  HISTORY     - Date     Condition        Report By
 QG0379  HISTORY     - 1942     MONUMENTED       CGS
 QG0379  HISTORY     - 19851023 MARK NOT FOUND   USPSQD
 QG0379
 QG0379                          STATION DESCRIPTION
 QG0379
 QG0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0379'3.9 MI W FROM HOWLAND.
 QG0379'3.9 MILES WEST ALONG STATE HIGHWAY 11 FROM THE INTERSECTION OF
 QG0379'STATE HIGHWAY 16 AT HOWLAND, PENOBSCOT COUNTY, AT A LARGE CONCRETE
 QG0379'BOX CULVERT, IN THE TOP OF THE SOUTH HEAD WALL, 2 FEET WEST OF
 QG0379'THE EAST END OF THE HEAD WALL, 15.5 FEET SOUTH OF THE CENTER LINE
 QG0379'OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD
 QG0379'DISK, STAMPED S 83 1942.
 QG0379
 QG0379                          STATION RECOVERY (1985)
 QG0379
 QG0379'RECOVERY NOTE BY US POWER SQUADRON 1985 (DVH)
 QG0379'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0522 ***********************************************************************
 PE0522  DESIGNATION -  S 84
 PE0522  PID         -  PE0522
 PE0522  STATE/COUNTY-  ME/PENOBSCOT
 PE0522  USGS QUAD   -  OLD TOWN (1988)
 PE0522
 PE0522                         *CURRENT SURVEY CONTROL
 PE0522  ___________________________________________________________________
 PE0522* NAD 83(1986)-  44 56 03.     (N)    068 38 49.     (W)     SCALED    
 PE0522* NAVD 88     -        35.470  (meters)     116.37   (feet)  ADJUSTED  
 PE0522  ___________________________________________________________________
 PE0522  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 PE0522  DYNAMIC HT  -          35.470 (meters)     116.37  (feet)  COMP
 PE0522  MODELED GRAV-     980,594.3   (mgal)                       NAVD 88
 PE0522
 PE0522  VERT ORDER  -  SECOND    CLASS 0
 PE0522
 PE0522.The horizontal coordinates were scaled from a topographic map and have
 PE0522.an estimated accuracy of +/- 6 seconds.
 PE0522
 PE0522.The orthometric height was determined by differential leveling
 PE0522.and adjusted by the National Geodetic Survey in June 1991..
 PE0522
 PE0522.The geoid height was determined by GEOID03.
 PE0522
 PE0522.The dynamic height is computed by dividing the NAVD 88
 PE0522.geopotential number by the normal gravity value computed on the
 PE0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0522.degrees latitude (g = 980.6199 gals.).
 PE0522
 PE0522.The modeled gravity was interpolated from observed gravity values.
 PE0522
 PE0522;                    North         East    Units  Estimated Accuracy
 PE0522;SPC ME E     -   140,840.      288,400.      MT  (+/- 180 meters Scaled)
 PE0522
 PE0522                          SUPERSEDED SURVEY CONTROL
 PE0522
 PE0522  NGVD 29 (??/??/92)   35.678  (m)          117.05   (f) ADJ UNCH    2 0
 PE0522
 PE0522.Superseded values are not recommended for survey control.
 PE0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0522.See file dsdata.txt to determine how the superseded data were derived.
 PE0522
 PE0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK278756(NAD 83)
 PE0522_MARKER: DB = BENCH MARK DISK
 PE0522_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PE0522_SP_SET: WALL
 PE0522_STAMPING: S 84 1942
 PE0522_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE0522
 PE0522  HISTORY     - Date     Condition        Report By
 PE0522  HISTORY     - 1942     MONUMENTED       CGS
 PE0522  HISTORY     - 1981     GOOD             NGS
 PE0522  HISTORY     - 1984     GOOD             USPSQD
 PE0522  HISTORY     - 1988     GOOD             USPSQD
 PE0522  HISTORY     - 1989     GOOD             USPSQD
 PE0522  HISTORY     - 1990     GOOD             USPSQD
 PE0522
 PE0522                          STATION DESCRIPTION
 PE0522
 PE0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PE0522'AT OLD TOWN.
 PE0522'AT OLD TOWN, PENOBSCOT COUNTY, ON THE WEST SIDE OF THE POST OFFICE,
 PE0522'IN THE TOP OF THE SOUTHWEST CORNER OF THE STONE WALL AROUND THE
 PE0522'SOUTH BASEMENT WINDOW, 4 FEET WEST OF THE WEST WALL OF THE
 PE0522'BUILDING, AND 3.5 FEET EAST OF THE EAST SIDE OF THE SIDEWALK.
 PE0522'A STANDARD DISK, STAMPED S 84 1942.
 PE0522
 PE0522                          STATION RECOVERY (1981)
 PE0522
 PE0522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 PE0522'RECOVERED IN GOOD CONDITION.
 PE0522
 PE0522                          STATION RECOVERY (1984)
 PE0522
 PE0522'RECOVERY NOTE BY US POWER SQUADRON 1984
 PE0522'RECOVERED IN GOOD CONDITION.
 PE0522
 PE0522                          STATION RECOVERY (1988)
 PE0522
 PE0522'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE0522'RECOVERED IN GOOD CONDITION.
 PE0522
 PE0522                          STATION RECOVERY (1989)
 PE0522
 PE0522'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELG)
 PE0522'RECOVERED IN GOOD CONDITION.
 PE0522
 PE0522                          STATION RECOVERY (1990)
 PE0522
 PE0522'RECOVERY NOTE BY US POWER SQUADRON 1990 (ELG)
 PE0522'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0091 ***********************************************************************
 SF0091  DESIGNATION -  S 84 A 76 RM 1 IBC
 SF0091  PID         -  SF0091
 SF0091  STATE/COUNTY-  ME/AROOSTOOK
 SF0091  USGS QUAD   -  FORT KENT NORTH (1985)
 SF0091
 SF0091                         *CURRENT SURVEY CONTROL
 SF0091  ___________________________________________________________________
 SF0091* NAD 83(1986)-  47 16 46.     (N)    068 34 22.     (W)     SCALED    
 SF0091* NAVD 88     -       180.741  (meters)     592.98   (feet)  ADJUSTED  
 SF0091  ___________________________________________________________________
 SF0091  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 SF0091  DYNAMIC HT  -         180.766 (meters)     593.06  (feet)  COMP
 SF0091  MODELED GRAV-     980,751.6   (mgal)                       NAVD 88
 SF0091
 SF0091  VERT ORDER  -  FIRST     CLASS II
 SF0091
 SF0091.The horizontal coordinates were scaled from a topographic map and have
 SF0091.an estimated accuracy of +/- 6 seconds.
 SF0091
 SF0091.The orthometric height was determined by differential leveling
 SF0091.and adjusted by the National Geodetic Survey in June 1991..
 SF0091
 SF0091.The geoid height was determined by GEOID03.
 SF0091
 SF0091.The dynamic height is computed by dividing the NAVD 88
 SF0091.geopotential number by the normal gravity value computed on the
 SF0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0091.degrees latitude (g = 980.6199 gals.).
 SF0091
 SF0091.The modeled gravity was interpolated from observed gravity values.
 SF0091
 SF0091;                    North         East    Units  Estimated Accuracy
 SF0091;SPC ME E     -   401,490.      294,490.      MT  (+/- 180 meters Scaled)
 SF0091
 SF0091                          SUPERSEDED SURVEY CONTROL
 SF0091
 SF0091.No superseded survey control is available for this station.
 SF0091
 SF0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN323363(NAD 83)
 SF0091_MARKER: DR = REFERENCE MARK DISK
 SF0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF0091_SP_SET: CONCRETE POST
 SF0091_STAMPING: S 84A 76 NO 1
 SF0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF0091+STABILITY: SURFACE MOTION
 SF0091
 SF0091  HISTORY     - Date     Condition        Report By
 SF0091  HISTORY     - 1976     MONUMENTED       IBC
 SF0091  HISTORY     - 1978     GOOD             NGS
 SF0091
 SF0091                          STATION DESCRIPTION
 SF0091
 SF0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 SF0091'1.5 MI NE FROM FORT KENT.
 SF0091'1.5 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE HOSPITAL AT FORT
 SF0091'KENT, TO A 3-DOOR METAL SIDING POTATOE HOUSE ON THE LEFT, A DOUBLE
 SF0091'BARN AND FIELD ROAD TO THE RIGHT, FOLLOW THE FIELD ROAD FOR 400 FT.
 SF0091'TO THE SOUTHEAST CORNER OF THE FIELD AND THE STATION ON THE RIGHT,
 SF0091'20.3 FT. NORTH OF A WIRE FENCE, 2.6 FT. WEST OF ANOTHER WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0089 ***********************************************************************
 SF0089  DESIGNATION -  S 84 A 76 RM 2 IBC
 SF0089  PID         -  SF0089
 SF0089  STATE/COUNTY-  ME/AROOSTOOK
 SF0089  USGS QUAD   -  FORT KENT NORTH (1985)
 SF0089
 SF0089                         *CURRENT SURVEY CONTROL
 SF0089  ___________________________________________________________________
 SF0089* NAD 83(1986)-  47 16 46.     (N)    068 34 22.     (W)     SCALED    
 SF0089* NAVD 88     -       181.478  (meters)     595.40   (feet)  ADJUSTED  
 SF0089  ___________________________________________________________________
 SF0089  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 SF0089  DYNAMIC HT  -         181.503 (meters)     595.48  (feet)  COMP
 SF0089  MODELED GRAV-     980,751.6   (mgal)                       NAVD 88
 SF0089
 SF0089  VERT ORDER  -  FIRST     CLASS II
 SF0089
 SF0089.The horizontal coordinates were scaled from a topographic map and have
 SF0089.an estimated accuracy of +/- 6 seconds.
 SF0089
 SF0089.The orthometric height was determined by differential leveling
 SF0089.and adjusted by the National Geodetic Survey in June 1991..
 SF0089
 SF0089.The geoid height was determined by GEOID03.
 SF0089
 SF0089.The dynamic height is computed by dividing the NAVD 88
 SF0089.geopotential number by the normal gravity value computed on the
 SF0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SF0089.degrees latitude (g = 980.6199 gals.).
 SF0089
 SF0089.The modeled gravity was interpolated from observed gravity values.
 SF0089
 SF0089;                    North         East    Units  Estimated Accuracy
 SF0089;SPC ME E     -   401,490.      294,490.      MT  (+/- 180 meters Scaled)
 SF0089
 SF0089                          SUPERSEDED SURVEY CONTROL
 SF0089
 SF0089.No superseded survey control is available for this station.
 SF0089
 SF0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN323363(NAD 83)
 SF0089_MARKER: DR = REFERENCE MARK DISK
 SF0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SF0089_SP_SET: CONCRETE POST
 SF0089_STAMPING: S 84A 76 NO 2
 SF0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF0089+STABILITY: SURFACE MOTION
 SF0089
 SF0089  HISTORY     - Date     Condition        Report By
 SF0089  HISTORY     - 1976     MONUMENTED       IBC
 SF0089  HISTORY     - 1978     GOOD             NGS
 SF0089
 SF0089                          STATION DESCRIPTION
 SF0089
 SF0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 SF0089'1.5 MI NE FROM FORT KENT.
 SF0089'1.5 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE HOSPITAL AT FORT
 SF0089'KENT, TO A 3-DOOR METAL SIDING POTATOE HOUSE ON LEFT AND A FIELD ROAD
 SF0089'AND DOUBLE BARN ON THE RIGHT, FOLLOW FIELD ROAD SOUTH FOR 400 FT. TO
 SF0089'THE SOUTHEAST CORNER OF THE FIELD AND THE STATION ON RIGHT, 24.6 FT.
 SF0089'WEST OF A WIRE FENCE, 1.6 FT. NORTH OF A WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0634 ***********************************************************************
 QG0634  DESIGNATION -  S 85
 QG0634  PID         -  QG0634
 QG0634  STATE/COUNTY-  ME/PISCATAQUIS
 QG0634  USGS QUAD   -  KOKADJO (1988)
 QG0634
 QG0634                         *CURRENT SURVEY CONTROL
 QG0634  ___________________________________________________________________
 QG0634* NAD 83(1986)-  45 39 17.     (N)    069 27 35.     (W)     SCALED    
 QG0634* NAVD 88     -       440.595  (meters)    1445.52   (feet)  ADJUSTED  
 QG0634  ___________________________________________________________________
 QG0634  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 QG0634  DYNAMIC HT  -         440.582 (meters)    1445.48  (feet)  COMP
 QG0634  MODELED GRAV-     980,572.0   (mgal)                       NAVD 88
 QG0634
 QG0634  VERT ORDER  -  SECOND    CLASS 0
 QG0634
 QG0634.The horizontal coordinates were scaled from a topographic map and have
 QG0634.an estimated accuracy of +/- 6 seconds.
 QG0634
 QG0634.The orthometric height was determined by differential leveling
 QG0634.and adjusted by the National Geodetic Survey in June 1991..
 QG0634
 QG0634.The geoid height was determined by GEOID03.
 QG0634
 QG0634.The dynamic height is computed by dividing the NAVD 88
 QG0634.geopotential number by the normal gravity value computed on the
 QG0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0634.degrees latitude (g = 980.6199 gals.).
 QG0634
 QG0634.The modeled gravity was interpolated from observed gravity values.
 QG0634
 QG0634;                    North         East    Units  Estimated Accuracy
 QG0634;SPC ME E     -   221,350.      225,200.      MT  (+/- 180 meters Scaled)
 QG0634
 QG0634                          SUPERSEDED SURVEY CONTROL
 QG0634
 QG0634  NGVD 29 (??/??/92)  440.754  (m)         1446.04   (f) ADJ UNCH    2 0
 QG0634
 QG0634.Superseded values are not recommended for survey control.
 QG0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0634.See file dsdata.txt to determine how the superseded data were derived.
 QG0634
 QG0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL641557(NAD 83)
 QG0634_MARKER: DB = BENCH MARK DISK
 QG0634_SETTING: 80 = SET IN A BOULDER
 QG0634_SP_SET: BOULDER
 QG0634_STAMPING: S 85 1942
 QG0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0634+STABILITY: SURFACE MOTION
 QG0634
 QG0634  HISTORY     - Date     Condition        Report By
 QG0634  HISTORY     - 1942     MONUMENTED       CGS
 QG0634
 QG0634                          STATION DESCRIPTION
 QG0634
 QG0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0634'4.5 MI N FROM LILY BAY.
 QG0634'4.5 MILES NORTH ALONG A GRAVEL ROAD FROM THE HOTEL AT LILY BAY,
 QG0634'PISCATAQUIS COUNTY, 60 FEET NORTHEAST OF THE BEGINNING OF A SHORT
 QG0634'STRIP OF ASPHALT PAVING, ON THE NORTH SLOPE OF A SMALL HILL,
 QG0634'45 FEET SOUTH OF POLE 609, 36 FEET EAST OF THE CENTER LINE OF
 QG0634'THE ROAD, IN THE TOP OF A LARGE BOULDER, AND ABOUT 1 FOOT
 QG0634'LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED S 85 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0659 ***********************************************************************
 QG0659  DESIGNATION -  S 86
 QG0659  PID         -  QG0659
 QG0659  STATE/COUNTY-  ME/PISCATAQUIS
 QG0659  USGS QUAD   -  HARRINGTON LAKE (1988)
 QG0659
 QG0659                         *CURRENT SURVEY CONTROL
 QG0659  ___________________________________________________________________
 QG0659* NAD 83(1986)-  45 52 38.     (N)    069 11 14.     (W)     SCALED    
 QG0659* NAVD 88     -       306.346  (meters)    1005.07   (feet)  ADJUSTED  
 QG0659  ___________________________________________________________________
 QG0659  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 QG0659  DYNAMIC HT  -         306.350 (meters)    1005.08  (feet)  COMP
 QG0659  MODELED GRAV-     980,619.2   (mgal)                       NAVD 88
 QG0659
 QG0659  VERT ORDER  -  SECOND    CLASS 0
 QG0659
 QG0659.The horizontal coordinates were scaled from a topographic map and have
 QG0659.an estimated accuracy of +/- 6 seconds.
 QG0659
 QG0659.The orthometric height was determined by differential leveling
 QG0659.and adjusted by the National Geodetic Survey in June 1991..
 QG0659
 QG0659.The geoid height was determined by GEOID03.
 QG0659
 QG0659.The dynamic height is computed by dividing the NAVD 88
 QG0659.geopotential number by the normal gravity value computed on the
 QG0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0659.degrees latitude (g = 980.6199 gals.).
 QG0659
 QG0659.The modeled gravity was interpolated from observed gravity values.
 QG0659
 QG0659;                    North         East    Units  Estimated Accuracy
 QG0659;SPC ME E     -   245,860.      246,650.      MT  (+/- 180 meters Scaled)
 QG0659
 QG0659                          SUPERSEDED SURVEY CONTROL
 QG0659
 QG0659  NGVD 29 (??/??/92)  306.503  (m)         1005.59   (f) ADJ UNCH    2 0
 QG0659
 QG0659.Superseded values are not recommended for survey control.
 QG0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0659.See file dsdata.txt to determine how the superseded data were derived.
 QG0659
 QG0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL854804(NAD 83)
 QG0659_MARKER: DB = BENCH MARK DISK
 QG0659_SETTING: 66 = SET IN ROCK OUTCROP
 QG0659_SP_SET: ROCK OUTCROP
 QG0659_STAMPING: S 86 1942
 QG0659_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0659+STABILITY: POSITION/ELEVATION WELL
 QG0659
 QG0659  HISTORY     - Date     Condition        Report By
 QG0659  HISTORY     - 1942     MONUMENTED       CGS
 QG0659  HISTORY     - 1954     MARK NOT FOUND   NGS
 QG0659
 QG0659                          STATION DESCRIPTION
 QG0659
 QG0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0659'0.8 MI S FROM RIPOGENUS DAM.
 QG0659'0.8 MILE SOUTH ALONG A GRAVEL ROAD FROM RIPOGENUS DAM, PISCATAQUIS
 QG0659'COUNTY, 150 FEET SOUTH OF A CURVE, ACROSS THE ROAD FROM A SMALL
 QG0659'CAMPSITE, ON THE NORTH SLOPE OF A SMALL HILL, 40 FEET SOUTH OF A
 QG0659'POLE, 21 FEET EAST OF THE CENTER LINE OF THE ROAD, IN THE TOP OF A
 QG0659'LARGE ROCK OUTCROP AT THE SOUTH END OF A LARGE BANK, AND ABOUT 3
 QG0659'FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED S 86 1942.
 QG0659
 QG0659                          STATION RECOVERY (1954)
 QG0659
 QG0659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 QG0659'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0848 ***********************************************************************
 QG0848  DESIGNATION -  S 87
 QG0848  PID         -  QG0848
 QG0848  STATE/COUNTY-  ME/PISCATAQUIS
 QG0848  USGS QUAD   -  WHETSTONE POND (1989)
 QG0848
 QG0848                         *CURRENT SURVEY CONTROL
 QG0848  ___________________________________________________________________
 QG0848* NAD 83(1986)-  45 10 08.     (N)    069 34 33.     (W)     SCALED    
 QG0848* NAVD 88     -       283.432  (meters)     929.89   (feet)  ADJUSTED  
 QG0848  ___________________________________________________________________
 QG0848  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 QG0848  DYNAMIC HT  -         283.417 (meters)     929.84  (feet)  COMP
 QG0848  MODELED GRAV-     980,557.2   (mgal)                       NAVD 88
 QG0848
 QG0848  VERT ORDER  -  SECOND    CLASS 0
 QG0848
 QG0848.The horizontal coordinates were scaled from a topographic map and have
 QG0848.an estimated accuracy of +/- 6 seconds.
 QG0848
 QG0848.The orthometric height was determined by differential leveling
 QG0848.and adjusted by the National Geodetic Survey in June 1991..
 QG0848
 QG0848.The geoid height was determined by GEOID03.
 QG0848
 QG0848.The dynamic height is computed by dividing the NAVD 88
 QG0848.geopotential number by the normal gravity value computed on the
 QG0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0848.degrees latitude (g = 980.6199 gals.).
 QG0848
 QG0848.The modeled gravity was interpolated from observed gravity values.
 QG0848
 QG0848;                    North         East    Units  Estimated Accuracy
 QG0848;SPC ME E     -   167,470.      215,430.      MT  (+/- 180 meters Scaled)
 QG0848
 QG0848                          SUPERSEDED SURVEY CONTROL
 QG0848
 QG0848  NGVD 29 (??/??/92)  283.617  (m)          930.50   (f) ADJ UNCH    2 0
 QG0848
 QG0848.Superseded values are not recommended for survey control.
 QG0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0848.See file dsdata.txt to determine how the superseded data were derived.
 QG0848
 QG0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL547018(NAD 83)
 QG0848_MARKER: DB = BENCH MARK DISK
 QG0848_SETTING: 80 = SET IN A BOULDER
 QG0848_SP_SET: BOULDER
 QG0848_STAMPING: S 87 1942
 QG0848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0848+STABILITY: SURFACE MOTION
 QG0848
 QG0848  HISTORY     - Date     Condition        Report By
 QG0848  HISTORY     - 1942     MONUMENTED       CGS
 QG0848
 QG0848                          STATION DESCRIPTION
 QG0848
 QG0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QG0848'5 MI NE FROM KINGSBURY.
 QG0848'5.0 MILES NORTHEAST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE
 QG0848'AT KINGSBURY, PISCATAQUIS COUNTY, ABOUT 300 FEET NORTHWEST OF
 QG0848'A CURVE, 25 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 QG0848'ABOUT 5 FEET HIGHER THAN THE HIGHWAY, AND IN THE NORTHEAST END
 QG0848'OF A 12- BY 27-FOOT GRANITE BOULDER PROJECTING ABOUT 4 FEET
 QG0848'ABOVE GROUND.  A STANDARD DISK, STAMPED S 87 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0285 ***********************************************************************
 PD0285  DESIGNATION -  S 88
 PD0285  PID         -  PD0285
 PD0285  STATE/COUNTY-  ME/WASHINGTON
 PD0285  USGS QUAD   -  CHERRYFIELD (1978)
 PD0285
 PD0285                         *CURRENT SURVEY CONTROL
 PD0285  ___________________________________________________________________
 PD0285* NAD 83(1986)-  44 36 08.     (N)    067 54 38.     (W)     SCALED    
 PD0285* NAVD 88     -        32.426  (meters)     106.38   (feet)  ADJUSTED  
 PD0285  ___________________________________________________________________
 PD0285  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 PD0285  DYNAMIC HT  -          32.425 (meters)     106.38  (feet)  COMP
 PD0285  MODELED GRAV-     980,580.5   (mgal)                       NAVD 88
 PD0285
 PD0285  VERT ORDER  -  FIRST     CLASS I
 PD0285
 PD0285.The horizontal coordinates were scaled from a topographic map and have
 PD0285.an estimated accuracy of +/- 6 seconds.
 PD0285
 PD0285.The orthometric height was determined by differential leveling
 PD0285.and adjusted by the National Geodetic Survey in June 1991..
 PD0285
 PD0285.The geoid height was determined by GEOID03.
 PD0285
 PD0285.The dynamic height is computed by dividing the NAVD 88
 PD0285.geopotential number by the normal gravity value computed on the
 PD0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0285.degrees latitude (g = 980.6199 gals.).
 PD0285
 PD0285.The modeled gravity was interpolated from observed gravity values.
 PD0285
 PD0285;                    North         East    Units  Estimated Accuracy
 PD0285;SPC ME E     -   104,110.      346,790.      MT  (+/- 180 meters Scaled)
 PD0285
 PD0285                          SUPERSEDED SURVEY CONTROL
 PD0285
 PD0285  NGVD 29 (??/??/92)   32.632  (m)          107.06   (f) ADJ UNCH    1 1
 PD0285
 PD0285.Superseded values are not recommended for survey control.
 PD0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0285.See file dsdata.txt to determine how the superseded data were derived.
 PD0285
 PD0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK864393(NAD 83)
 PD0285_MARKER: DB = BENCH MARK DISK
 PD0285_SETTING: 80 = SET IN A BOULDER
 PD0285_SP_SET: BOULDER
 PD0285_STAMPING: S 88 1942
 PD0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0285+STABILITY: SURFACE MOTION
 PD0285
 PD0285  HISTORY     - Date     Condition        Report By
 PD0285  HISTORY     - 1942     MONUMENTED       CGS
 PD0285  HISTORY     - 1966     GOOD             NGS
 PD0285  HISTORY     - 1978     GOOD             DMA
 PD0285
 PD0285                          STATION DESCRIPTION
 PD0285
 PD0285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PD0285'1 MI E FROM CHERRYFIELD.
 PD0285'1.0 MILE EAST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PD0285'STATION AT CHERRYFIELD, ABOUT 0.15 MILE SOUTHEAST OF MILEPOST
 PD0285'P198/C72, ON THE INSIDE OF A CURVE WITH TANGENTS EXTENDING
 PD0285'EAST AND NORTHWEST, IN THE TOP OF A BOULDER THAT THE EXPOSED PORTION
 PD0285'IS ABOUT 7-BY-10-FOOT AND PROJECTS 3 1/2 FEET, 29.8 FEET NORTHEAST
 PD0285'OF THE NORTHEAST RAIL, AND ABOUT 2 FEET ABOVE THE LEVEL OF
 PD0285'THE TRACK.
 PD0285
 PD0285                          STATION RECOVERY (1978)
 PD0285
 PD0285'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PD0285'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0408 ***********************************************************************
 PE0408  CBN         -  This is a Cooperative Base Network Control Station.
 PE0408  DESIGNATION -  S 89
 PE0408  PID         -  PE0408
 PE0408  STATE/COUNTY-  ME/PENOBSCOT
 PE0408  USGS QUAD   -  BREWER LAKE (1982)
 PE0408
 PE0408                         *CURRENT SURVEY CONTROL
 PE0408  ___________________________________________________________________
 PE0408* NAD 83(1996)-  44 44 08.65993(N)    068 37 35.62745(W)     ADJUSTED  
 PE0408* NAVD 88     -        59.787  (meters)     196.15   (feet)  ADJUSTED  
 PE0408  ___________________________________________________________________
 PE0408  X           -   1,653,973.371 (meters)                     COMP
 PE0408  Y           -  -4,226,209.044 (meters)                     COMP
 PE0408  Z           -   4,466,559.542 (meters)                     COMP
 PE0408  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 PE0408  ELLIP HEIGHT-          35.01  (meters)          (04/26/01) GPS OBS
 PE0408  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 PE0408  DYNAMIC HT  -          59.784 (meters)     196.14  (feet)  COMP
 PE0408  MODELED GRAV-     980,562.0   (mgal)                       NAVD 88
 PE0408
 PE0408  HORZ ORDER  -  A
 PE0408  VERT ORDER  -  FIRST     CLASS II
 PE0408  ELLP ORDER  -  FOURTH    CLASS I
 PE0408
 PE0408.The horizontal coordinates were established by GPS observations
 PE0408.and adjusted by the National Geodetic Survey in April 2001..
 PE0408
 PE0408.The orthometric height was determined by differential leveling
 PE0408.and adjusted by the National Geodetic Survey in June 1991..
 PE0408
 PE0408.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PE0408
 PE0408.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE0408
 PE0408.The ellipsoidal height was determined by GPS observations
 PE0408.and is referenced to NAD 83.
 PE0408
 PE0408.The geoid height was determined by GEOID03.
 PE0408
 PE0408.The dynamic height is computed by dividing the NAVD 88
 PE0408.geopotential number by the normal gravity value computed on the
 PE0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0408.degrees latitude (g = 980.6199 gals.).
 PE0408
 PE0408.The modeled gravity was interpolated from observed gravity values.
 PE0408
 PE0408;                    North         East     Units Scale Factor Converg.
 PE0408;SPC ME E     -   118,787.124   289,976.132   MT  0.99990124   -0 05 20.7
 PE0408;UTM  19      - 4,953,662.840   529,567.514   MT  0.99961075   +0 15 46.2
 PE0408
 PE0408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE0408!SPC ME E     -   0.99999451  x   0.99990124  =   0.99989575
 PE0408!UTM  19      -   0.99999451  x   0.99961075  =   0.99960526
 PE0408
 PE0408                          SUPERSEDED SURVEY CONTROL
 PE0408
 PE0408  NAVD 88 (04/26/01)   59.79   (m)          196.2    (f) LEVELING    3  
 PE0408  NGVD 29 (??/??/92)   59.99   (m)          196.8    (f) COMPUTED    1 2
 PE0408
 PE0408.Superseded values are not recommended for survey control.
 PE0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0408.See file dsdata.txt to determine how the superseded data were derived.
 PE0408
 PE0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK2956853663(NAD 83)
 PE0408_MARKER: DB = BENCH MARK DISK
 PE0408_SETTING: 66 = SET IN ROCK OUTCROP
 PE0408_SP_SET: ROCK OUTCROP
 PE0408_STAMPING: S 89 1942
 PE0408_MARK LOGO: CGS   
 PE0408_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PE0408_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0408+STABILITY: POSITION/ELEVATION WELL
 PE0408_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE0408+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2000
 PE0408
 PE0408  HISTORY     - Date     Condition        Report By
 PE0408  HISTORY     - 1942     MONUMENTED       CGS
 PE0408  HISTORY     - 1944     GOOD             NGS
 PE0408  HISTORY     - 1966     MARK NOT FOUND   NGS
 PE0408  HISTORY     - 1978     MARK NOT FOUND   DMA
 PE0408  HISTORY     - 1985     GOOD             USPSQD
 PE0408  HISTORY     - 1988     GOOD             USPSQD
 PE0408  HISTORY     - 20000717 GOOD             MEDT
 PE0408
 PE0408                          STATION DESCRIPTION
 PE0408
 PE0408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 PE0408'AT EAST HOLDEN.
 PE0408'AT EAST HOLDEN, PENOBSCOT COUNTY, ON THE MAINE CENTRAL RAILROAD,
 PE0408'0.2 MILE SOUTHEAST OF THE STATION, 300 FEET NORTHWEST OF THE
 PE0408'CROSSING OF U.S. HIGHWAY 1, 17 FEET NORTHEAST OF THE
 PE0408'CENTERLINE OF THE TRACK, IN THE TOP OF A ROCK, OUTCROP, AND 2
 PE0408'FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED S 89
 PE0408'1942.
 PE0408
 PE0408                          STATION RECOVERY (1966)
 PE0408
 PE0408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 PE0408'MARK NOT FOUND.
 PE0408
 PE0408                          STATION RECOVERY (1978)
 PE0408
 PE0408'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PE0408'MARK NOT FOUND.
 PE0408
 PE0408                          STATION RECOVERY (1985)
 PE0408
 PE0408'RECOVERY NOTE BY US POWER SQUADRON 1985
 PE0408'RECOVERED IN GOOD CONDITION.
 PE0408
 PE0408                          STATION RECOVERY (1988)
 PE0408
 PE0408'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG)
 PE0408'RECOVERED IN GOOD CONDITION.
 PE0408
 PE0408                          STATION RECOVERY (2000)
 PE0408
 PE0408'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 2000 (TL)
 PE0408'THE STATION IS LOCATED ABOUT 8.4 MI (13.5 KM) EAST ALONG US HIGHWAY 1A
 PE0408'FROM THE PENOBSCOT RIVER, 0.3 MI (0.5 KM) NORTHWEST OF THE
 PE0408'HOLDEN/DEDHAM TOWN LINE, IN HOLDEN.  OWNERSHIP--MAINE DEPARTMENT OF
 PE0408'TRANSPORTATION.  TO REACH FROM THE JUNCTION OF US HIGHWAY 1A AND STATE
 PE0408'HIGHWAY 46 IN HOLDEN, GO SOUTH FOR 0.2 MI (0.3 KM) ON HIGHWAY 1A TO
 PE0408'THE STATION ON THE LEFT.  THE STATION IS SET IN ROCK OUTCROP. LOCATED
 PE0408'122.5 FT (37.3 M) EAST OF THE CENTERLINE OF HIGHWAY, 47.2 FT (14.4 M)
 PE0408'WEST OF UTILITY POLE NUMBER BHE-1-741, 13.3 FT (4.1 M) EAST OF THE
 PE0408'EAST RAIL OF RAILROAD AND 8.2 FT (2.5 M) NORTHWEST OF A FIBERGLASS
 PE0408'WITNESS POST.  NOTE--THE DISK HAS BEEN SCRAPED.  THE 4 OF STAMPED YEAR
 PE0408'1942 IS NOT LEGIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0252 ***********************************************************************
 PD0252  DESIGNATION -  S 9
 PD0252  PID         -  PD0252
 PD0252  STATE/COUNTY-  ME/WASHINGTON
 PD0252  USGS QUAD   -  PETIT MANAN POINT (1977)
 PD0252
 PD0252                         *CURRENT SURVEY CONTROL
 PD0252  ___________________________________________________________________
 PD0252* NAD 83(1986)-  44 25 56.     (N)    067 56 01.     (W)     SCALED    
 PD0252* NAVD 88     -         9.020  (meters)      29.59   (feet)  ADJUSTED  
 PD0252  ___________________________________________________________________
 PD0252  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 PD0252  DYNAMIC HT  -           9.020 (meters)      29.59  (feet)  COMP
 PD0252  MODELED GRAV-     980,567.8   (mgal)                       NAVD 88
 PD0252
 PD0252  VERT ORDER  -  SECOND    CLASS 0
 PD0252
 PD0252.The horizontal coordinates were scaled from a topographic map and have
 PD0252.an estimated accuracy of +/- 6 seconds.
 PD0252
 PD0252.The orthometric height was determined by differential leveling
 PD0252.and adjusted by the National Geodetic Survey in June 1991..
 PD0252
 PD0252.The geoid height was determined by GEOID03.
 PD0252
 PD0252.The dynamic height is computed by dividing the NAVD 88
 PD0252.geopotential number by the normal gravity value computed on the
 PD0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0252.degrees latitude (g = 980.6199 gals.).
 PD0252
 PD0252.The modeled gravity was interpolated from observed gravity values.
 PD0252
 PD0252;                    North         East    Units  Estimated Accuracy
 PD0252;SPC ME E     -    85,210.      345,090.      MT  (+/- 180 meters Scaled)
 PD0252
 PD0252                          SUPERSEDED SURVEY CONTROL
 PD0252
 PD0252  NGVD 29 (??/??/92)    9.220  (m)           30.25   (f) ADJ UNCH    2 0
 PD0252
 PD0252.Superseded values are not recommended for survey control.
 PD0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0252.See file dsdata.txt to determine how the superseded data were derived.
 PD0252
 PD0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK848204(NAD 83)
 PD0252_MARKER: DB = BENCH MARK DISK
 PD0252_SETTING: 80 = SET IN A BOULDER
 PD0252_SP_SET: BOULDER
 PD0252_STAMPING: S 9 1945
 PD0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0252+STABILITY: SURFACE MOTION
 PD0252
 PD0252  HISTORY     - Date     Condition        Report By
 PD0252  HISTORY     - 1945     MONUMENTED       CGS
 PD0252  HISTORY     - 20020914 MARK NOT FOUND   USPSQD
 PD0252
 PD0252                          STATION DESCRIPTION
 PD0252
 PD0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 PD0252'7.8 MI SE FROM STEUBEN.
 PD0252'2.0 MILES EAST ALONG U.S. HIGHWAY 1 FROM THE TOWN PARK AT
 PD0252'STEUBEN, THENCE 5.75 MILES SOUTH ALONG A BLACK TOP ROAD AND
 PD0252'GRAVEL ROAD, SET ON THE TOP OF A 4-BY-4 - FOOT BOULDER PROJECTING
 PD0252'2 FEET ABOVE THE LEVEL OF THE GROUND, 12 1/2 FEET WEST OF THE
 PD0252'CENTER LINE OF THE ROAD, 61 FEET NORTHWEST OF AND ACROSS THE
 PD0252'GRAVEL ROAD FROM POWER LINE POLE NO. 5-112, 29 FEET NORTH OF THE
 PD0252'WEST END OF A 10-INCH PIPE CULVERT UNDER THE ROAD AND 2 FEET
 PD0252'ABOVE THE LEVEL OF THE ROAD.
 PD0252
 PD0252                          STATION RECOVERY (2002)
 PD0252
 PD0252'RECOVERY NOTE BY US POWER SQUADRON 2002 (SWL)
 PD0252'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0054 ***********************************************************************
 PE0054  DESIGNATION -  S 90
 PE0054  PID         -  PE0054
 PE0054  STATE/COUNTY-  ME/HANCOCK
 PE0054  USGS QUAD   -  HANCOCK (1981)
 PE0054
 PE0054                         *CURRENT SURVEY CONTROL
 PE0054  ___________________________________________________________________
 PE0054* NAD 83(1996)-  44 35 52.10667(N)    068 16 15.77423(W)     ADJUSTED  
 PE0054* NAVD 88     -        21.231  (meters)      69.66   (feet)  ADJUSTED  
 PE0054  ___________________________________________________________________
 PE0054  X           -   1,684,143.654 (meters)                     COMP
 PE0054  Y           -  -4,225,849.285 (meters)                     COMP
 PE0054  Z           -   4,455,631.541 (meters)                     COMP
 PE0054  LAPLACE CORR-           3.69  (seconds)                    DEFLEC99
 PE0054  ELLIP HEIGHT-          -3.15  (meters)          (01/15/02) GPS OBS
 PE0054  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 PE0054  DYNAMIC HT  -          21.230 (meters)      69.65  (feet)  COMP
 PE0054  MODELED GRAV-     980,564.2   (mgal)                       NAVD 88
 PE0054
 PE0054  HORZ ORDER  -  FIRST
 PE0054  VERT ORDER  -  FIRST     CLASS I
 PE0054  ELLP ORDER  -  FOURTH    CLASS I
 PE0054
 PE0054.The horizontal coordinates were established by GPS observations
 PE0054.and adjusted by the National Geodetic Survey in March 1998..
 PE0054
 PE0054.The orthometric height was determined by differential leveling
 PE0054.and adjusted by the National Geodetic Survey in June 1991..
 PE0054
 PE0054.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PE0054
 PE0054.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE0054
 PE0054.The ellipsoidal height was determined by GPS observations
 PE0054.and is referenced to NAD 83.
 PE0054
 PE0054.The geoid height was determined by GEOID03.
 PE0054
 PE0054.The dynamic height is computed by dividing the NAVD 88
 PE0054.geopotential number by the normal gravity value computed on the
 PE0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PE0054.degrees latitude (g = 980.6199 gals.).
 PE0054
 PE0054.The modeled gravity was interpolated from observed gravity values.
 PE0054
 PE0054;                    North         East     Units Scale Factor Converg.
 PE0054;SPC ME E     -   103,478.692   318,176.136   MT  0.99990406   +0 09 38.7
 PE0054;UTM  19      - 4,938,531.885   557,853.072   MT  0.99964116   +0 30 42.6
 PE0054
 PE0054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE0054!SPC ME E     -   1.00000049  x   0.99990406  =   0.99990455
 PE0054!UTM  19      -   1.00000049  x   0.99964116  =   0.99964165
 PE0054
 PE0054                          SUPERSEDED SURVEY CONTROL
 PE0054
 PE0054  ELLIP H (03/06/98)   -3.18   (m)                       GP(       ) 4 1
 PE0054  NAD 83(1992)-  44 35 52.10422(N)    068 16 15.77265(W) AD(       ) 1
 PE0054  ELLIP H (01/28/95)   -3.16   (m)                       GP(       ) 4 2
 PE0054  NAD 83(1986)-  44 35 52.10998(N)    068 16 15.78476(W) AD(       ) 1
 PE0054  NGVD 29 (??/??/92)   21.434  (m)           70.32   (f) ADJ UNCH    1 1
 PE0054
 PE0054.Superseded values are not recommended for survey control.
 PE0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0054.See file dsdata.txt to determine how the superseded data were derived.
 PE0054
 PE0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK5785338532(NAD 83)
 PE0054_MARKER: DB = BENCH MARK DISK
 PE0054_SETTING: 66 = SET IN ROCK OUTCROP
 PE0054_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 PE0054_STAMPING: S 90 1942
 PE0054_MARK LOGO: CGS   
 PE0054_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PE0054_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE0054+STABILITY: POSITION/ELEVATION WELL
 PE0054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PE0054+SATELLITE: SATELLITE OBSERVATIONS - January 23, 1989
 PE0054
 PE0054  HISTORY     - Date     Condition        Report By
 PE0054  HISTORY     - 1986     MONUMENTED       NGS
 PE0054  HISTORY     - 1966     GOOD             NGS
 PE0054  HISTORY     - 1978     GOOD             DMA
 PE0054  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 PE0054  HISTORY     - 19881201 GOOD             NGS
 PE0054  HISTORY     - 19890123 GOOD
 PE0054
 PE0054                          STATION DESCRIPTION
 PE0054
 PE0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (REP)
 PE0054'THE STATION IS LOCATED ABOUT 25.7 KM (16.0 MI)
 PE0054'NORTHWEST OF BAR HARBOR, 11.3 KM (7.0 MI) NORTHEAST OF
 PE0054'ELLSWORTH, 3.2 KM (2.0 MI) SOUTHWEST OF WEST FRANKLIN AND ON MAINE
 PE0054'CENTRAL RAILROAD RIGHT-OF-WAY.
 PE0054'OWNERSHIP--MAINE CENTRAL RAILROAD, ENGINEERING DEPARTMENT, PO BOX
 PE0054'9701, PORTLAND ME 04104, PHONE NO 207-773-5046.
 PE0054'
 PE0054'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE
 PE0054'HIGHWAY 182, WHICH IS ABOUT 9.7 KM (6.0 MI) EAST OF ELLSWORTH.  GO
 PE0054'NORTHEAST ON STATE HIGHWAY 182 FOR 7.2 KM (4.5 MI) TO
 PE0054'FIRE ROAD WI-7 ON THE LEFT,  TURN LEFT AND GO NORTHWEST ON
 PE0054'FIRE ROAD WI-7 FOR 1.8 KM (1.1 MI) TO A GRAVEL ROAD ON THE LEFT,
 PE0054'BEAR LEFT AND GO NORTHERLY
 PE0054'ON THE GRAVEL ROAD FOR 0.2 KM (0.1 MI) TO THE JUNCTION OF
 PE0054'ANOTHER GRAVEL ROAD, JUST PAST THE RAILROAD CROSSING.  TURN RIGHT
 PE0054'AND GO EAST FOR 46 METERS (150 FT) TO THE STATION ON RIGHT.
 PE0054'
 PE0054'THE STATION IS A STANDARD CGS DISK
 PE0054'STAMPED---S 90 1942---,
 PE0054'SET INTO ROCK OUTCROP, LOCATED
 PE0054'51.66 METERS (169.5 FT) WEST-SOUTHWEST FROM THE RAILROAD WHISTLE
 PE0054'POST,
 PE0054'45.57 METERS (149.5 FT) EAST-NORTHEAST FROM THE JUNCTION OF THE
 PE0054'GRAVEL ROAD AND THE RAILROAD TRACKS, 11.73 METERS (38.5 FT) SOUTH-
 PE0054'SOUTHEAST FROM A RIGHT-OF-WAY FENCE AND 2.44 METERS (8.0 FT)
 PE0054'NORTH-NORTHWEST FROM THE NORTH RAIL OF THE TRACKS.
 PE0054'
 PE0054'SOUTHEAST MAINE SUBSIDENCE NETWORK, AUGUST 1986.
 PE0054'
 PE0054'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 PE0054'
 PE0054'DESCRIBED BY G.S. HART AND TYPED BY R.T. WOODRUFF.
 PE0054
 PE0054                          STATION RECOVERY (1966)
 PE0054
 PE0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 PE0054'2.3 MI W FROM FRANKLIN.
 PE0054'2.3 MILES WEST ALONG THE MAINE CENTRAL RAILROAD FROM THE CROSSING
 PE0054'OF STATE HIGHWAY 182 AT FRANKLIN, ABOUT 0.5 MILE WEST OF MILEPOST
 PE0054'P176/C94, 141 FEET EAST OF THE CENTER OF A NARROW ROAD CROSSING,
 PE0054'IN THE TOP OF A FLAT LEDGE AT THE BASE OF A ROCK CUT THAT IS
 PE0054'ABOUT 100 FEET LONG BY 5 FEET HIGH, 7.6 FEET NORTH OF THE NORTH
 PE0054'RAIL, 1 FOOT SOUTH OF THE SOUTH FACE OF THE CUT, AND ABOUT 1 FOOT
 PE0054'BELOW THE LEVEL OF THE TRACK.
 PE0054
 PE0054                          STATION RECOVERY (1978)
 PE0054
 PE0054'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PE0054'474 FEET EAST OF A PRIVATE ROAD CROSSING LEADING TO GREAT POND.
 PE0054
 PE0054                          STATION RECOVERY (1987)
 PE0054
 PE0054'RECOVERY NOTE BY US POWER SQUADRON 1987 (ELG)
 PE0054'MARK NOT FOUND.
 PE0054
 PE0054                          STATION RECOVERY (1988)
 PE0054
 PE0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 PE0054'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW AND COMPLETE
 PE0054'DESCRIPTION FOLLOWS.
 PE0054'THE STATION IS LOCATED ABOUT 25.7 KM (15.95 MI) NORTHWEST OF BAR
 PE0054'HARBOR, 11.3 KM (7.00 MI) NORTHEAST OF ELLSWORTH, 3.2 KM (2.00 MI)
 PE0054'SOUTHWEST OF WEST FRANKLIN AND ON RAILROAD RIGHT-OF-WAY.
 PE0054'OWNERSHIP--DEPARTMENT OF TRANSPORTATION, STATION 16, CHILD STREET,
 PE0054'AUGUSTA, ME 04333.  PHONE 207-289-2551.
 PE0054'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE
 PE0054'HIGHWAY 182, WHICH IS ABOUT 9.7 KM (6.05 MI) EAST OF ELLSWORTH, GO
 PE0054'NORTHEAST ON STATE HIGHWAY 182 FOR 7.2 KM (4.45 MI) TO PAVED ROAD ON
 PE0054'THE LEFT.  (30.5 X 5 X 2.5 CM WOODEN SIGN -GREAT POND ROAD- IS NAILED
 PE0054'TO A LARGE TREE ON THE RIGHT OF THE SIDE ROAD.)  TURN LEFT AND GO
 PE0054'NORTHWEST ON GREAT POND ROAD FOR 1.8 KM (1.10 MI) TO A GRAVEL ROAD ON
 PE0054'THE LEFT WITH SIGN FOR FRANKLIN GREAT POND ASSOCIATION MEMBERS AND
 PE0054'GUEST ONLY.  TURN LEFT AND GO NORTHERLY ON THE GRAVEL ROAD FOR 0.2 KM
 PE0054'(0.10 MI), CROSSING OVER RAILROAD TRACKS, TO INTERSECTION OF DIRT
 PE0054'ROADS JUST BEYOND RAILROAD TRACKS.  TURN RIGHT AND GO EAST FOR 0.2 KM
 PE0054'(0.10 MI) ON THE DIRT ROAD TO A POINT JUST SHORT OF A CLUMP OF TREES
 PE0054'AHEAD ON THE RIGHT.  TURN RIGHT AND GO SOUTH ACROSS OPEN AREA FOR
 PE0054'ABOUT 0.04 KM (0.00 MI) TO AN ABANDONED FENCE LINE AND RAILROAD CUT
 PE0054'JUST BEYOND.  PROCEED ON FOOT, SOUTHERLY, FOR 12 M (39.4 FT) TO THE
 PE0054'STATION AT THE BOTTOM OF THE RAILROAD CUT.
 PE0054'THE STATION IS A STANDARD CGS BENCHMARK DISK SET INTO BASE OF THE ROCK
 PE0054'OUTCROP EXPOSED BY THE RAILROAD CUT.  LOCATED 149.5 M (490.5 FT) EAST
 PE0054'ALONG TRACKS FROM THE CENTER OF THE RAILROAD CROSSING AND GRAVEL ROAD,
 PE0054'14.95 M (49.0 FT) EAST FROM A LONE LONG NEEDLE PINE ON THE NORTH FACE
 PE0054'OF THE CUT BANK, 11.7 M (38.4 FT) SOUTH FROM ABANDONED FENCE LINE,
 PE0054'2.44 NORTH-NORTHWEST FROM THE NORTH RAIL OF THE TRACKS AND ABOUT 30 CM
 PE0054'BELOW THE LEVEL OF THE RAILROAD TRACK.
 PE0054'SOUTHEAST MAINE SUBSIDENCE NETWORK, AUGUST 1986 AND OCTOBER 1988.
 PE0054'DESCRIBED BY F.W. ROSSMANN.
 PE0054
 PE0054                          STATION RECOVERY (1989)
 PE0054
 PE0054'RECOVERED 1989
 PE0054'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0032 ***********************************************************************
 QF0032  DESIGNATION -  S 91
 QF0032  PID         -  QF0032
 QF0032  STATE/COUNTY-  ME/WASHINGTON
 QF0032  USGS QUAD   -  CALAIS (1977)
 QF0032
 QF0032                         *CURRENT SURVEY CONTROL
 QF0032  ___________________________________________________________________
 QF0032* NAD 83(1986)-  45 11 12.     (N)    067 17 22.     (W)     SCALED    
 QF0032* NAVD 88     -         9.646  (meters)      31.65   (feet)  ADJUSTED  
 QF0032  ___________________________________________________________________
 QF0032  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 QF0032  DYNAMIC HT  -           9.646 (meters)      31.65  (feet)  COMP
 QF0032  MODELED GRAV-     980,621.2   (mgal)                       NAVD 88
 QF0032
 QF0032  VERT ORDER  -  FIRST     CLASS I
 QF0032
 QF0032.The horizontal coordinates were scaled from a topographic map and have
 QF0032.an estimated accuracy of +/- 6 seconds.
 QF0032
 QF0032.The orthometric height was determined by differential leveling
 QF0032.and adjusted by the National Geodetic Survey in June 1991..
 QF0032.WARNING-Repeat measurements at this control monument indicate possible
 QF0032.vertical movement.
 QF0032
 QF0032.The geoid height was determined by GEOID03.
 QF0032
 QF0032.The dynamic height is computed by dividing the NAVD 88
 QF0032.geopotential number by the normal gravity value computed on the
 QF0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QF0032.degrees latitude (g = 980.6199 gals.).
 QF0032
 QF0032.The modeled gravity was interpolated from observed gravity values.
 QF0032
 QF0032;                    North         East    Units  Estimated Accuracy
 QF0032;SPC ME E     -   169,600.      395,130.      MT  (+/- 180 meters Scaled)
 QF0032
 QF0032                          SUPERSEDED SURVEY CONTROL
 QF0032
 QF0032  NGVD 29 (??/??/92)    9.853  (m)           32.33   (f) ADJ UNCH    1 1
 QF0032
 QF0032.Superseded values are not recommended for survey control.
 QF0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0032.See file dsdata.txt to determine how the superseded data were derived.
 QF0032
 QF0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL343051(NAD 83)
 QF0032_MARKER: DB = BENCH MARK DISK
 QF0032_SETTING: 66 = SET IN ROCK OUTCROP
 QF0032_SP_SET: ROCK LEDGE
 QF0032_STAMPING: S 91 1942
 QF0032_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QF0032+STABILITY: POSITION/ELEVATION WELL
 QF0032
 QF0032  HISTORY     - Date     Condition        Report By
 QF0032  HISTORY     - 1942     MONUMENTED       CGS
 QF0032  HISTORY     - 1966     GOOD             NGS
 QF0032  HISTORY     - 1978     GOOD             DMA
 QF0032
 QF0032                          STATION DESCRIPTION
 QF0032
 QF0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 QF0032'0.6 MI SW FROM CALAIS.
 QF0032'0.55 MILE SOUTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 QF0032'FREIGHT STATION AT CALAIS, ABOUT 0.45 MILE SOUTHWEST OF THE
 QF0032'OVERPASS CROSSING OF MAIN STREET, ABOUT 0.2 MILE NORTH OF THE
 QF0032'CROSSING OF TODD STREET, IN THE TOP OF A ROCK LEDGE THAT IS
 QF0032'NEAR THE NORTH END OF A 150-FOOT ROCK CUT, 32 FEET SOUTH OF THE
 QF0032'NORTH END OF THE CUT, 102 FEET NORTH-NORTHEAST OF AND ACROSS
 QF0032'THE MAIN TRACK FROM A WHISTLE POST, 8.6 FEET EAST OF THE EAST
 QF0032'RAIL, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK.
 QF0032
 QF0032                          STATION RECOVERY (1978)
 QF0032
 QF0032'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 QF0032'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0166 ***********************************************************************
 PD0166  DESIGNATION -  S 92
 PD0166  PID         -  PD0166
 PD0166  STATE/COUNTY-  ME/WASHINGTON
 PD0166  USGS QUAD   -  PORCUPINE MOUNTAIN (1987)
 PD0166
 PD0166                         *CURRENT SURVEY CONTROL
 PD0166  ___________________________________________________________________
 PD0166* NAD 83(1986)-  44 53 08.     (N)    067 16 47.     (W)     SCALED    
 PD0166* NAVD 88     -        26.471  (meters)      86.85   (feet)  ADJUSTED  
 PD0166  ___________________________________________________________________
 PD0166  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 PD0166  DYNAMIC HT  -          26.470 (meters)      86.84  (feet)  COMP
 PD0166  MODELED GRAV-     980,598.5   (mgal)                       NAVD 88
 PD0166  OBS GRAVITY -     980,601.3   (mgal)                       GRAV_OBS
 PD0166
 PD0166  VERT ORDER  -  FIRST     CLASS I
 PD0166
 PD0166.The horizontal coordinates were scaled from a topographic map and have
 PD0166.an estimated accuracy of +/- 6 seconds.
 PD0166
 PD0166.The orthometric height was determined by differential leveling
 PD0166.and adjusted by the National Geodetic Survey in June 1991..
 PD0166
 PD0166.The geoid height was determined by GEOID03.
 PD0166
 PD0166.The dynamic height is computed by dividing the NAVD 88
 PD0166.geopotential number by the normal gravity value computed on the
 PD0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0166.degrees latitude (g = 980.6199 gals.).
 PD0166
 PD0166.The modeled gravity was interpolated from observed gravity values.
 PD0166.The observed gravity was obtained from relative gravimeter ties
 PD0166.to the IGSN71 gravity network.
 PD0166
 PD0166;                    North         East    Units  Estimated Accuracy
 PD0166;SPC ME E     -   136,150.      396,400.      MT  (+/- 180 meters Scaled)
 PD0166
 PD0166                          SUPERSEDED SURVEY CONTROL
 PD0166
 PD0166  NGVD 29 (??/??/92)   26.673  (m)           87.51   (f) ADJ UNCH    1 1
 PD0166
 PD0166.Superseded values are not recommended for survey control.
 PD0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0166.See file dsdata.txt to determine how the superseded data were derived.
 PD0166
 PD0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK358716(NAD 83)
 PD0166_MARKER: DB = BENCH MARK DISK
 PD0166_SETTING: 66 = SET IN ROCK OUTCROP
 PD0166_SP_SET: ROCK LEDGE
 PD0166_STAMPING: S 92 1942
 PD0166_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0166+STABILITY: POSITION/ELEVATION WELL
 PD0166
 PD0166  HISTORY     - Date     Condition        Report By
 PD0166  HISTORY     - 1942     MONUMENTED       CGS
 PD0166  HISTORY     - 1966     GOOD             NGS
 PD0166  HISTORY     - 1978     GOOD             DMA
 PD0166
 PD0166                          STATION DESCRIPTION
 PD0166
 PD0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PD0166'2 MI SW FROM DENNYSVILLE.
 PD0166'1.95 MILES SOUTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM
 PD0166'THE CROSSING OF STATE HIGHWAY 86 AT DENNYSVILLE, 0.4 MILE
 PD0166'SOUTHWEST OF MILEPOST C35/P245, IN THE TOP OF A PROMINENT ROCK
 PD0166'LEDGE WITH 8-BY-12-FOOT EXPOSED PORTION AND PROJECTS 3 INCHES,
 PD0166'198 FEET SOUTHWEST OF THE CENTER OF A GRAVELED ROAD CROSSING,
 PD0166'18.0 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND ABOUT 3 1/2 FEET
 PD0166'ABOVE THE LEVEL OF THE TRACK.
 PD0166
 PD0166                          STATION RECOVERY (1978)
 PD0166
 PD0166'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PD0166'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0321 ***********************************************************************
 PD0321  DESIGNATION -  S 94
 PD0321  PID         -  PD0321
 PD0321  STATE/COUNTY-  ME/WASHINGTON
 PD0321  USGS QUAD   -  COLUMBIA FALLS (1977)
 PD0321
 PD0321                         *CURRENT SURVEY CONTROL
 PD0321  ___________________________________________________________________
 PD0321* NAD 83(1986)-  44 40 25.     (N)    067 38 35.     (W)     SCALED    
 PD0321* NAVD 88     -        31.382  (meters)     102.96   (feet)  ADJUSTED  
 PD0321  ___________________________________________________________________
 PD0321  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 PD0321  DYNAMIC HT  -          31.381 (meters)     102.96  (feet)  COMP
 PD0321  MODELED GRAV-     980,574.2   (mgal)                       NAVD 88
 PD0321  OBS GRAVITY -     980,574.5   (mgal)                       GRAV_OBS
 PD0321
 PD0321  VERT ORDER  -  FIRST     CLASS I
 PD0321
 PD0321.The horizontal coordinates were scaled from a topographic map and have
 PD0321.an estimated accuracy of +/- 6 seconds.
 PD0321
 PD0321.The orthometric height was determined by differential leveling
 PD0321.and adjusted by the National Geodetic Survey in June 1991..
 PD0321
 PD0321.The geoid height was determined by GEOID03.
 PD0321
 PD0321.The dynamic height is computed by dividing the NAVD 88
 PD0321.geopotential number by the normal gravity value computed on the
 PD0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PD0321.degrees latitude (g = 980.6199 gals.).
 PD0321
 PD0321.The modeled gravity was interpolated from observed gravity values.
 PD0321.The observed gravity was obtained from relative gravimeter ties
 PD0321.to the IGSN71 gravity network.
 PD0321
 PD0321;                    North         East    Units  Estimated Accuracy
 PD0321;SPC ME E     -   112,230.      367,940.      MT  (+/- 180 meters Scaled)
 PD0321
 PD0321                          SUPERSEDED SURVEY CONTROL
 PD0321
 PD0321  NGVD 29 (??/??/92)   31.593  (m)          103.65   (f) ADJ UNCH    1 1
 PD0321
 PD0321.Superseded values are not recommended for survey control.
 PD0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0321.See file dsdata.txt to determine how the superseded data were derived.
 PD0321
 PD0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK075475(NAD 83)
 PD0321_MARKER: DB = BENCH MARK DISK
 PD0321_SETTING: 80 = SET IN A BOULDER
 PD0321_SP_SET: BOULDER
 PD0321_STAMPING: S 94 1942
 PD0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PD0321+STABILITY: SURFACE MOTION
 PD0321
 PD0321  HISTORY     - Date     Condition        Report By
 PD0321  HISTORY     - 1942     MONUMENTED       CGS
 PD0321  HISTORY     - 1966     GOOD             NGS
 PD0321  HISTORY     - 1978     GOOD             DMA
 PD0321
 PD0321                          STATION DESCRIPTION
 PD0321
 PD0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PD0321'0.4 MI NE FROM JONESBORO STATION.
 PD0321'0.35 MILES NORTHEAST ALONG THE MAINE CENTRAL RAILROAD FROM THE
 PD0321'CROSSING OF A BLACK TOPPED ROAD AT JONESBORO STATION, ABOUT 0.45
 PD0321'MILE NORTHEAST OF MILEPOST C56/P214, 26 RAILS SOUTHWEST OF A
 PD0321'WHISTLE POST, 528 FEET SOUTHWEST OF A STONE CULVERT UNDER THE
 PD0321'TRACK, IN THE TOP OF A EMBEDDED BOULDER IN THE NORTHWEST SIDE OF
 PD0321'A DITCH, 11 1/2 FEET SOUTHWEST OF THE CENTER OF A SMALL DITCH
 PD0321'LEADING NORTHWEST, 6.6 FEET NORTHWEST OF THE NORTHWEST RAIL,
 PD0321'11.0 FEET SOUTHEAST OF A METAL WITNESS POST, AND ABOUT 3 FEET
 PD0321'BELOW THE LEVEL OF THE TRACK.  NOTE-- THIS MARK WILL PROBABLY
 PD0321'BE COVERED WITH ABOUT 1 FOOT OF EARTH.
 PD0321
 PD0321                          STATION RECOVERY (1978)
 PD0321
 PD0321'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 PD0321'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0209 ***********************************************************************
 OB0209  DESIGNATION -  S 96
 OB0209  PID         -  OB0209
 OB0209  STATE/COUNTY-  ME/SAGADAHOC
 OB0209  USGS QUAD   -  PHIPPSBURG (1957)
 OB0209
 OB0209                         *CURRENT SURVEY CONTROL
 OB0209  ___________________________________________________________________
 OB0209* NAD 83(1986)-  43 46 05.     (N)    069 50 20.     (W)     SCALED    
 OB0209* NAVD 88     -        15.719  (meters)      51.57   (feet)  ADJUSTED  
 OB0209  ___________________________________________________________________
 OB0209  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 OB0209  DYNAMIC HT  -          15.718 (meters)      51.57  (feet)  COMP
 OB0209  MODELED GRAV-     980,520.0   (mgal)                       NAVD 88
 OB0209
 OB0209  VERT ORDER  -  SECOND    CLASS 0
 OB0209
 OB0209.The horizontal coordinates were scaled from a topographic map and have
 OB0209.an estimated accuracy of +/- 6 seconds.
 OB0209
 OB0209.The orthometric height was determined by differential leveling
 OB0209.and adjusted by the National Geodetic Survey in June 1991..
 OB0209
 OB0209.The geoid height was determined by GEOID03.
 OB0209
 OB0209.The dynamic height is computed by dividing the NAVD 88
 OB0209.geopotential number by the normal gravity value computed on the
 OB0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0209.degrees latitude (g = 980.6199 gals.).
 OB0209
 OB0209.The modeled gravity was interpolated from observed gravity values.
 OB0209
 OB0209;                    North         East    Units  Estimated Accuracy
 OB0209;SPC ME W     -   103,900.      926,390.      MT  (+/- 180 meters Scaled)
 OB0209
 OB0209                          SUPERSEDED SURVEY CONTROL
 OB0209
 OB0209  NGVD 29 (??/??/92)   15.932  (m)           52.27   (f) ADJ UNCH    2 0
 OB0209
 OB0209.Superseded values are not recommended for survey control.
 OB0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0209.See file dsdata.txt to determine how the superseded data were derived.
 OB0209
 OB0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ324464(NAD 83)
 OB0209_MARKER: DB = BENCH MARK DISK
 OB0209_SETTING: 66 = SET IN ROCK OUTCROP
 OB0209_SP_SET: BEDROCK OUTCROP
 OB0209_STAMPING: S 96 1943
 OB0209_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OB0209+STABILITY: POSITION/ELEVATION WELL
 OB0209_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OB0209+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2006
 OB0209
 OB0209  HISTORY     - Date     Condition        Report By
 OB0209  HISTORY     - 1943     MONUMENTED       CGS
 OB0209  HISTORY     - 1977     GOOD             LOCENG
 OB0209  HISTORY     - 19910404 GOOD             USPSQD
 OB0209  HISTORY     - 20060830 GOOD             USPSQD
 OB0209
 OB0209                          STATION DESCRIPTION
 OB0209
 OB0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 OB0209'3.1 MI N FROM SMALL POINT BEACH.
 OB0209'3.1 MILES NORTH ALONG STATE HIGHWAY 216 FROM THE POST OFFICE AT SMALL
 OB0209'POINT BEACH, SAGADAHOC COUNTY, 0.1 MILE NORTH OF THE JUNCTION OF STATE
 OB0209'HIGHWAY 217, 200 FEET SOUTH OF THE SCHOOL AT ASHDALE, 82.6 FEET
 OB0209'SOUTHWEST OF THE CONCRETE STEPS OF THE LOCUST KNOLL CABIN, 54.4 FEET
 OB0209'SOUTH OF POWER-TRANSMISSION LINE POLE 62, AND 53 FEET EAST OF THE
 OB0209'CENTER LINE OF THE HIGHWAY, IN THE TOP OF AN OUTCROP OF BEDROCK, AT
 OB0209'THE SOUTH END OF THE OUTCROP, AND ABOUT 2-1/2 FEET ABOVE THE GROUND. A
 OB0209'STANDARD DISK, STAMPED S 96 1943.
 OB0209
 OB0209                          STATION RECOVERY (1977)
 OB0209
 OB0209'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 OB0209'RECOVERED IN GOOD CONDITION.
 OB0209
 OB0209                          STATION RECOVERY (1991)
 OB0209
 OB0209'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OB0209'RECOVERED IN GOOD CONDITION.
 OB0209
 OB0209                          STATION RECOVERY (2006)
 OB0209
 OB0209'RECOVERY NOTE BY US POWER SQUADRON 2006 (AHE)
 OB0209'LOCUST KNOLL CABIN IS NOW NUMBER 1682.
 OB0209'MARK IS 29 FEET FROM CENTER LINE OF THE RECONSTRUCTED HIGHWAY, ABOUT
 OB0209'OPPOSITE AND 60 FEET FROM THE SOUTHERN MOST SET OF CONCRETE STEPS.
 OB0209'BEDROCK IS NOW OVERGROWN WITH BRUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0247 ***********************************************************************
 OB0247  DESIGNATION -  S 97
 OB0247  PID         -  OB0247
 OB0247  STATE/COUNTY-  ME/CUMBERLAND
 OB0247  USGS QUAD   -  BAILEY ISLAND (1990)
 OB0247
 OB0247                         *CURRENT SURVEY CONTROL
 OB0247  ___________________________________________________________________
 OB0247* NAD 83(1986)-  43 44 04.     (N)    069 59 45.     (W)     SCALED    
 OB0247* NAVD 88     -        19.294  (meters)      63.30   (feet)  ADJUSTED  
 OB0247  ___________________________________________________________________
 OB0247  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 OB0247  DYNAMIC HT  -          19.292 (meters)      63.29  (feet)  COMP
 OB0247  MODELED GRAV-     980,520.2   (mgal)                       NAVD 88
 OB0247
 OB0247  VERT ORDER  -  SECOND    CLASS 0
 OB0247
 OB0247.The horizontal coordinates were scaled from a topographic map and have
 OB0247.an estimated accuracy of +/- 6 seconds.
 OB0247
 OB0247.The orthometric height was determined by differential leveling
 OB0247.and adjusted by the National Geodetic Survey in June 1991..
 OB0247
 OB0247.The geoid height was determined by GEOID03.
 OB0247
 OB0247.The dynamic height is computed by dividing the NAVD 88
 OB0247.geopotential number by the normal gravity value computed on the
 OB0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OB0247.degrees latitude (g = 980.6199 gals.).
 OB0247
 OB0247.The modeled gravity was interpolated from observed gravity values.
 OB0247
 OB0247;                    North         East    Units  Estimated Accuracy
 OB0247;SPC ME W     -   100,120.      913,760.      MT  (+/- 180 meters Scaled)
 OB0247
 OB0247                          SUPERSEDED SURVEY CONTROL
 OB0247
 OB0247  NGVD 29 (??/??/92)   19.489  (m)           63.94   (f) ADJ UNCH    2 0
 OB0247
 OB0247.Superseded values are not recommended for survey control.
 OB0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0247.See file dsdata.txt to determine how the superseded data were derived.
 OB0247
 OB0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ198428(NAD 83)
 OB0247_MARKER: DB = BENCH MARK DISK
 OB0247_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OB0247_SP_SET: BRICK FOUNDATION
 OB0247_STAMPING: S 97 1943
 OB0247_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OB0247_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OB0247+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2006
 OB0247
 OB0247  HISTORY     - Date     Condition        Report By
 OB0247  HISTORY     - 1943     MONUMENTED       CGS
 OB0247  HISTORY     - 1978     GOOD             LOCENG
 OB0247  HISTORY     - 20060712 GOOD             GEOCAC
 OB0247
 OB0247                          STATION DESCRIPTION
 OB0247
 OB0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 OB0247'2.2 MI SW FROM ORRS ISLAND.
 OB0247'2.2 MILES SOUTHWEST ALONG STATE HIGHWAY 24 FROM THE POST OFFICE AT
 OB0247'ORRS ISLAND, CUMBERLAND COUNTY, AT BAILEY ISLAND CHURCH, IN THE NORTH
 OB0247'FACE OF THE BRICK FOUNDATION OF THE BUILDINGS, 93.8 FEET EAST OF THE
 OB0247'CENTER LINE OF THE HIGHWAY, 7 FEET EAST OF THE NORTHWEST CORNER OF THE
 OB0247'ROCK PORCH OF THE CHURCH, AND ABOUT 1-1/2 FEET ABOVE THE GROUND. A
 OB0247'STANDARD DISK, STAMPED S 97 1943 AND SET VERTICALLY.
 OB0247
 OB0247                          STATION RECOVERY (1978)
 OB0247
 OB0247'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 OB0247'RECOVERED IN GOOD CONDITION.
 OB0247
 OB0247                          STATION RECOVERY (2006)
 OB0247
 OB0247'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 OB0247'FOUND BY DESCRIPTION.  HAND-HELD GPS COORDINATES N 43 44.066 W 069
 OB0247'59.718.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0255 ***********************************************************************
 OC0255  DESIGNATION -  S 98
 OC0255  PID         -  OC0255
 OC0255  STATE/COUNTY-  ME/YORK
 OC0255  USGS QUAD   -  BIDDEFORD POOL (1970)
 OC0255
 OC0255                         *CURRENT SURVEY CONTROL
 OC0255  ___________________________________________________________________
 OC0255* NAD 83(1986)-  43 26 13.     (N)    070 22 12.     (W)     SCALED    
 OC0255* NAVD 88     -         2.225  (meters)       7.30   (feet)  ADJUSTED  
 OC0255  ___________________________________________________________________
 OC0255  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 OC0255  DYNAMIC HT  -           2.225 (meters)       7.30  (feet)  COMP
 OC0255  MODELED GRAV-     980,490.9   (mgal)                       NAVD 88
 OC0255
 OC0255  VERT ORDER  -  SECOND    CLASS 0
 OC0255
 OC0255.The horizontal coordinates were scaled from a topographic map and have
 OC0255.an estimated accuracy of +/- 6 seconds.
 OC0255
 OC0255.The orthometric height was determined by differential leveling
 OC0255.and adjusted by the National Geodetic Survey in June 1991..
 OC0255
 OC0255.The geoid height was determined by GEOID03.
 OC0255
 OC0255.The dynamic height is computed by dividing the NAVD 88
 OC0255.geopotential number by the normal gravity value computed on the
 OC0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0255.degrees latitude (g = 980.6199 gals.).
 OC0255
 OC0255.The modeled gravity was interpolated from observed gravity values.
 OC0255
 OC0255;                    North         East    Units  Estimated Accuracy
 OC0255;SPC ME W     -    67,080.      883,540.      MT  (+/- 180 meters Scaled)
 OC0255
 OC0255                          SUPERSEDED SURVEY CONTROL
 OC0255
 OC0255  NGVD 29 (??/??/92)    2.444  (m)            8.02   (f) ADJ UNCH    2 0
 OC0255
 OC0255.Superseded values are not recommended for survey control.
 OC0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0255.See file dsdata.txt to determine how the superseded data were derived.
 OC0255
 OC0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ891102(NAD 83)
 OC0255_MARKER: DB = BENCH MARK DISK
 OC0255_SETTING: 66 = SET IN ROCK OUTCROP
 OC0255_SP_SET: ROCK LEDGE
 OC0255_STAMPING: S 98 1943
 OC0255_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OC0255+STABILITY: POSITION/ELEVATION WELL
 OC0255
 OC0255  HISTORY     - Date     Condition        Report By
 OC0255  HISTORY     - 1943     MONUMENTED       CGS
 OC0255  HISTORY     - 1976     GOOD             NGS
 OC0255
 OC0255                          STATION DESCRIPTION
 OC0255
 OC0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 OC0255'6.2 MI SE FROM BIDDEFORD.
 OC0255'6.2 MILES SOUTHEAST ALONG BIDDEFORD POOL ROAD FROM THE POST
 OC0255'OFFICE AT BIDDEFORD, YORK COUNTY, 165 FEET WEST OF THE POINT
 OC0255'WHERE THE ROAD BRANCHES (STATE HIGHWAY 208 LEADS NORTHEAST TO
 OC0255'BIDDEFORD POOL AND STATE HIGHWAY 9 LEADS SOUTHWEST TO FORTUNES
 OC0255'ROCKS,) ACROSS THE ROAD FROM SOME POWER-TRANSMISSION LINE
 OC0255'TRANSFORMERS, 40 FEET NORTHWEST OF THE FENCE AROUND THE TRANSFORMERS,
 OC0255'36 FEET NORTHWEST OF AN INLET TO BIDDEFORD POOL, 31 FEET NORTH
 OC0255'OF THE CENTERLINE OF THE ROAD, IN AN OUTCROPPING LEDGE ROCK, AND
 OC0255'ABOUT 1 FOOT LOWER THAN THE ROADBED.
 OC0255
 OC0255                          STATION RECOVERY (1976)
 OC0255
 OC0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OC0255'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC0512 ***********************************************************************
 OC0512  DESIGNATION -  S 99
 OC0512  PID         -  OC0512
 OC0512  STATE/COUNTY-  ME/YORK
 OC0512  USGS QUAD   -  KITTERY (1989)
 OC0512
 OC0512                         *CURRENT SURVEY CONTROL
 OC0512  ___________________________________________________________________
 OC0512* NAD 83(1986)-  43 05 20.     (N)    070 44 17.     (W)     SCALED    
 OC0512* NAVD 88     -         6.542  (meters)      21.46   (feet)  ADJUSTED  
 OC0512  ___________________________________________________________________
 OC0512  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 OC0512  DYNAMIC HT  -           6.541 (meters)      21.46  (feet)  COMP
 OC0512  MODELED GRAV-     980,460.0   (mgal)                       NAVD 88
 OC0512
 OC0512  VERT ORDER  -  SECOND    CLASS 0
 OC0512
 OC0512.The horizontal coordinates were scaled from a topographic map and have
 OC0512.an estimated accuracy of +/- 6 seconds.
 OC0512
 OC0512.The orthometric height was determined by differential leveling
 OC0512.and adjusted by the National Geodetic Survey in June 1991..
 OC0512
 OC0512.The geoid height was determined by GEOID03.
 OC0512
 OC0512.The dynamic height is computed by dividing the NAVD 88
 OC0512.geopotential number by the normal gravity value computed on the
 OC0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OC0512.degrees latitude (g = 980.6199 gals.).
 OC0512
 OC0512.The modeled gravity was interpolated from observed gravity values.
 OC0512
 OC0512;                    North         East    Units  Estimated Accuracy
 OC0512;SPC ME W     -    28,550.      853,480.      MT  (+/- 180 meters Scaled)
 OC0512
 OC0512                          SUPERSEDED SURVEY CONTROL
 OC0512
 OC0512  NGVD 29 (??/??/92)    6.776  (m)           22.23   (f) ADJ UNCH    2 0
 OC0512
 OC0512.Superseded values are not recommended for survey control.
 OC0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC0512.See file dsdata.txt to determine how the superseded data were derived.
 OC0512
 OC0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH585721(NAD 83)
 OC0512_MARKER: DB = BENCH MARK DISK
 OC0512_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OC0512_SP_SET: ABUTMENT
 OC0512_STAMPING: S 99 1943
 OC0512_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OC0512
 OC0512  HISTORY     - Date     Condition        Report By
 OC0512  HISTORY     - 1943     MONUMENTED       CGS
 OC0512  HISTORY     - 1975     GOOD             MEDT
 OC0512  HISTORY     - 1978     GOOD             MEDT
 OC0512  HISTORY     - 1989     POOR             USPSQD
 OC0512  HISTORY     - 19931022 GOOD             USPSQD
 OC0512  HISTORY     - 19950915 GOOD             USPSQD
 OC0512
 OC0512                          STATION DESCRIPTION
 OC0512
 OC0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 OC0512'AT KITTERY.
 OC0512'0.4 MILE EAST ALONG THE KITTERY POINT ROAD FROM THE POST OFFICE
 OC0512'AT KITTERY, YORK COUNTY, 2.2 MILES WEST OF KITTERY POINT, 34 FEET
 OC0512'NORTH OF A PATH LEADING TO A HOUSE, 24 FEET EAST OF THE
 OC0512'CENTERLINE OF THE ROAD, AT A BRIDGE WHICH IS AT THE FOOT OF A
 OC0512'HIGH BANK, AND ON THE TOP OF THE EAST CONCRETE ABUTMENT.
 OC0512
 OC0512                          STATION RECOVERY (1975)
 OC0512
 OC0512'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1975
 OC0512'0.4 MILE EAST ALONG STATE HIGHWAY 103, (KITTERY POINT ROAD) FROM THE
 OC0512'POST OFFICE AT KITTERY, YORK COUNTY, 2.2 MILES WEST OF KITTERY POINT,
 OC0512'34 FEET NORTH OF A PATH LEADING TO HOUSE NO. 37, 24 FEET EAST OF THE
 OC0512'CENTERLINE OF THE ROAD, A DISK FLUSH IN THE TOP AND CENTER OF A 1 FOOT
 OC0512'X 4 1/2 FOOT CONCRETE HEADWALL FOR A 12 INCH PIPE CULVERT RUNNING
 OC0512'UNDER THE HIGHWAY.
 OC0512
 OC0512                          STATION RECOVERY (1978)
 OC0512
 OC0512'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1978
 OC0512'RECOVERED IN GOOD CONDITION.
 OC0512
 OC0512                          STATION RECOVERY (1989)
 OC0512
 OC0512'RECOVERY NOTE BY US POWER SQUADRON 1989 (RSR)
 OC0512'MARK RECOVERED IN POOR CONDITION.
 OC0512
 OC0512                          STATION RECOVERY (1993)
 OC0512
 OC0512'RECOVERY NOTE BY US POWER SQUADRON 1993
 OC0512'RECOVERED IN GOOD CONDITION.
 OC0512
 OC0512                          STATION RECOVERY (1995)
 OC0512
 OC0512'RECOVERY NOTE BY US POWER SQUADRON 1995
 OC0512'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2356 ***********************************************************************
 OC2356  DESIGNATION -  S BERWICK ACAD LARGE STONE CUP
 OC2356  PID         -  OC2356
 OC2356  STATE/COUNTY-  ME/YORK
 OC2356  USGS QUAD   -  DOVER EAST (1988)
 OC2356
 OC2356                         *CURRENT SURVEY CONTROL
 OC2356  ___________________________________________________________________
 OC2356* NAD 83(1996)-  43 13 48.88302(N)    070 48 15.99969(W)     ADJUSTED  
 OC2356* NAVD 88     -                                                        
 OC2356  ___________________________________________________________________
 OC2356  LAPLACE CORR-           3.38  (seconds)                    DEFLEC99
 OC2356  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 OC2356
 OC2356  HORZ ORDER  -  THIRD
 OC2356
 OC2356.The horizontal coordinates were established by classical geodetic methods
 OC2356.and adjusted by the National Geodetic Survey in March 1998..
 OC2356
 OC2356
 OC2356.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2356
 OC2356.The geoid height was determined by GEOID03.
 OC2356
 OC2356;                    North         East     Units Scale Factor Converg.
 OC2356;SPC ME W     -    44,290.315   848,191.251   MT  0.99999967   -0 26 12.6
 OC2356;SPC NH       -    81,481.306   370,041.188   MT  1.00002699   +0 35 26.1
 OC2356;SPC NH       -   267,326.58  1,214,043.46   sFT  1.00002699   +0 35 26.1
 OC2356;UTM  19      - 4,787,964.306   353,471.540   MT  0.99986412   -1 14 10.1
 OC2356
 OC2356                          SUPERSEDED SURVEY CONTROL
 OC2356
 OC2356  NAD 83(1992)-  43 13 48.88185(N)    070 48 15.99960(W) AD(       ) 4
 OC2356  NAD 83(1986)-  43 13 48.88529(N)    070 48 16.00696(W) AD(       ) 4
 OC2356  NAD 27      -  43 13 48.55760(N)    070 48 17.81631(W) AD(       ) 3
 OC2356
 OC2356.Superseded values are not recommended for survey control.
 OC2356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2356.See file dsdata.txt to determine how the superseded data were derived.
 OC2356
 OC2356_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH5347287964(NAD 83)
 OC2356
 OC2356  HISTORY     - Date     Condition        Report By
 OC2356  HISTORY     - UNK      MONUMENTED
 OC2356  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OC2356
 OC2356                          STATION DESCRIPTION
 OC2356
 OC2356'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FLG)
 OC2356'STATION RECOVERED.
 OC2356'
 OC2356'NEW DESCRIPTION--ABOUT 0.4 MILE SE OF SOUTH BERWICK ON STATE
 OC2356'HIGHWAY 103.  THE ORIGINAL STONE CUPOLA HAS BEEN REPLACED BY A
 OC2356'WOODEN STRUCTURE OF DIFFERENT DESIGN.  CENTER OF NEW CUPOLA
 OC2356'REPORTED TO BE SAME AS CENTER OF THE OLD CUPOLA.  THIS STATION
 OC2356'SHOULD BE USEFUL FOR TOPOGRAPHIC CONTROL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2418 ***********************************************************************
 OC2418  DESIGNATION -  S ELIOT SCHOOLHOUSE 7 FLAG
 OC2418  PID         -  OC2418
 OC2418  STATE/COUNTY-  ME/YORK
 OC2418  USGS QUAD   -  PORTSMOUTH (1993)
 OC2418
 OC2418                         *CURRENT SURVEY CONTROL
 OC2418  ___________________________________________________________________
 OC2418* NAD 83(1996)-  43 06 02.88937(N)    070 46 40.34390(W)     ADJUSTED  
 OC2418* NAVD 88     -                                                        
 OC2418  ___________________________________________________________________
 OC2418  LAPLACE CORR-           3.46  (seconds)                    DEFLEC99
 OC2418  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 OC2418
 OC2418  HORZ ORDER  -  THIRD
 OC2418
 OC2418.The horizontal coordinates were established by classical geodetic methods
 OC2418.and adjusted by the National Geodetic Survey in March 1998..
 OC2418
 OC2418
 OC2418.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2418
 OC2418.The geoid height was determined by GEOID03.
 OC2418
 OC2418;                    North         East     Units Scale Factor Converg.
 OC2418;SPC ME W     -    29,894.067   850,244.763   MT  0.99999711   -0 25 03.5
 OC2418;SPC NH       -    67,123.705   372,352.271   MT  1.00003104   +0 36 26.4
 OC2418;SPC NH       -   220,221.69  1,221,625.74   sFT  1.00003104   +0 36 26.4
 OC2418;UTM  19      - 4,773,542.828   355,324.013   MT  0.99985749   -1 12 54.0
 OC2418
 OC2418                          SUPERSEDED SURVEY CONTROL
 OC2418
 OC2418  NAD 83(1992)-  43 06 02.88845(N)    070 46 40.34389(W) AD(       ) 4
 OC2418  NAD 83(1986)-  43 06 02.89228(N)    070 46 40.34951(W) AD(       ) 4
 OC2418  NAD 27      -  43 06 02.56000(N)    070 46 42.15000(W) AD(       ) 3
 OC2418
 OC2418.Superseded values are not recommended for survey control.
 OC2418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2418.See file dsdata.txt to determine how the superseded data were derived.
 OC2418
 OC2418_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH5532473543(NAD 83)
 OC2418
 OC2418  HISTORY     - Date     Condition        Report By
 OC2418  HISTORY     - UNK      MONUMENTED
 OC2418  HISTORY     - 1928     SEE DESCRIPTION  CGS
 OC2418  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OC2418
 OC2418                          STATION DESCRIPTION
 OC2418
 OC2418'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (GCM)
 OC2418'SCHOOLHOUSE STILL INTACT.  FLAGSTAFF HAS BEEN REMOVED BUT
 OC2418'BRACKETS ARE STILL IN PLACE.  POSITION OF FLAGSTAFF COINCIDES
 OC2418'CLOSELY WITH THAT OF THE S GABLE OF THE BUILDING.
 OC2418
 OC2418                          STATION RECOVERY (1943)
 OC2418
 OC2418'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 OC2418'STATION WAS NOT RECOVERED.  THE SOUTH ELIOT SCHOOLHOUSE WAS
 OC2418'LOCATED AND THE FLAGSTAFF MENTIONED HAS BEEN DESTROYED.  IN
 OC2418'1925 THIS SCHOOL WAS ABANDONED AND A NEW SCHOOLHOUSE BUILT.
 OC2418'
 OC2418'IT IS RECOMMENDED THAT THIS STATION BE CLASSIFIED AS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1481 ***********************************************************************
 OC1481  DESIGNATION -  S FREEPORT CASCO CASTLE TOWER
 OC1481  PID         -  OC1481
 OC1481  STATE/COUNTY-  ME/CUMBERLAND
 OC1481  USGS QUAD   -  FREEPORT (1970)
 OC1481
 OC1481                         *CURRENT SURVEY CONTROL
 OC1481  ___________________________________________________________________
 OC1481* NAD 83(1996)-  43 49 07.30609(N)    070 06 42.48113(W)     ADJUSTED  
 OC1481* NAVD 88     -                                                        
 OC1481  ___________________________________________________________________
 OC1481  LAPLACE CORR-           3.14  (seconds)                    DEFLEC99
 OC1481  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 OC1481
 OC1481  HORZ ORDER  -  THIRD
 OC1481
 OC1481.The horizontal coordinates were established by classical geodetic methods
 OC1481.and adjusted by the National Geodetic Survey in March 1998..
 OC1481
 OC1481
 OC1481.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1481
 OC1481.The geoid height was determined by GEOID03.
 OC1481
 OC1481;                    North         East     Units Scale Factor Converg.
 OC1481;SPC ME W     -   109,470.727   904,413.853   MT  0.99996691   +0 02 16.8
 OC1481;UTM  19      - 4,852,336.797   410,591.169   MT  0.99969832   -0 46 11.4
 OC1481
 OC1481                          SUPERSEDED SURVEY CONTROL
 OC1481
 OC1481  NAD 83(1992)-  43 49 07.30451(N)    070 06 42.48106(W) AD(       ) 4
 OC1481  NAD 83(1986)-  43 49 07.31040(N)    070 06 42.48640(W) AD(       ) 4
 OC1481  NAD 27      -  43 49 07.09800(N)    070 06 44.38600(W) AD(       ) 3
 OC1481
 OC1481.Superseded values are not recommended for survey control.
 OC1481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1481.See file dsdata.txt to determine how the superseded data were derived.
 OC1481
 OC1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ1059152337(NAD 83)
 OC1481
 OC1481  HISTORY     - Date     Condition        Report By
 OC1481  HISTORY     - 1933     MONUMENTED       CGS
 OC1481  HISTORY     - 1941     SEE DESCRIPTION  CGS
 OC1481  HISTORY     - 20040809 GOOD             USPSQD
 OC1481
 OC1481                          STATION DESCRIPTION
 OC1481
 OC1481'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OC1481'THIS INTERSECTION STATION IS THE STONE TOWER JUST
 OC1481'S OF THE TOWN OF SOUTH FREEPORT, ON A HILL ABOVE
 OC1481'THE WATER.  IT WAS FORMERLY PART OF A LARGE HOTEL
 OC1481'WHICH BURNED SOME YEARS AGO.  THERE IS A SMALL
 OC1481'CHIMNEY OR TURRET AT THE TOP OF THE TOWER ON ONE
 OC1481'SIDE BUT THE STATION IS THE CENTER OF THE TOWER ITSELF.
 OC1481'
 OC1481'THE POSITION WAS DETERMINED BY CUTS FROM SEVERAL
 OC1481'STATIONS, BUT THE 1933 POSITION DOES NOT CHECK THE
 OC1481'1911 POSITION OF CASCO CASTLE AS LISTED IN SPECIAL
 OC1481'PUBLICATION 46 BY SOME HUNDREDS OF FEET.
 OC1481
 OC1481                          STATION RECOVERY (1941)
 OC1481
 OC1481'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FLP)
 OC1481'RECOVERED AS DESCRIBED IN 1933.
 OC1481
 OC1481                          STATION RECOVERY (2004)
 OC1481
 OC1481'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMW)
 OC1481'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1900 ***********************************************************************
 OC1900  DESIGNATION -  S PORTLAND RAD STA WCSH SW TWR
 OC1900  PID         -  OC1900
 OC1900  STATE/COUNTY-  ME/CUMBERLAND
 OC1900  USGS QUAD   -  PROUTS NECK (1978)
 OC1900
 OC1900                         *CURRENT SURVEY CONTROL
 OC1900  ___________________________________________________________________
 OC1900* NAD 83(1996)-  43 36 19.00164(N)    070 19 18.92447(W)     ADJUSTED  
 OC1900* NAVD 88     -                                                        
 OC1900  ___________________________________________________________________
 OC1900  LAPLACE CORR-           3.74  (seconds)                    DEFLEC99
 OC1900  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 OC1900
 OC1900  HORZ ORDER  -  THIRD
 OC1900
 OC1900.The horizontal coordinates were established by classical geodetic methods
 OC1900.and adjusted by the National Geodetic Survey in March 1998..
 OC1900
 OC1900
 OC1900.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1900
 OC1900.The geoid height was determined by GEOID03.
 OC1900
 OC1900;                    North         East     Units Scale Factor Converg.
 OC1900;SPC ME W     -    85,769.625   887,465.602   MT  0.99996860   -0 06 25.5
 OC1900;UTM  19      - 4,828,882.365   393,315.379   MT  0.99974000   -0 54 42.5
 OC1900
 OC1900                          SUPERSEDED SURVEY CONTROL
 OC1900
 OC1900  NAD 83(1992)-  43 36 19.00019(N)    070 19 18.92548(W) AD(       ) 4
 OC1900  NAD 83(1986)-  43 36 19.00632(N)    070 19 18.93124(W) AD(       ) 4
 OC1900  NAD 27      -  43 36 18.70200(N)    070 19 20.75800(W) AD(       ) 3
 OC1900
 OC1900.Superseded values are not recommended for survey control.
 OC1900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1900.See file dsdata.txt to determine how the superseded data were derived.
 OC1900
 OC1900_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9331528882(NAD 83)
 OC1900_MARKER: 43 = RADIO/TV TOWER
 OC1900_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OC1900+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2005
 OC1900
 OC1900  HISTORY     - Date     Condition        Report By
 OC1900  HISTORY     - 1941     FIRST OBSERVED   CGS
 OC1900  HISTORY     - 1943     GOOD             CGS
 OC1900  HISTORY     - 1957     GOOD             CGS
 OC1900  HISTORY     - 1963     GOOD             CGS
 OC1900  HISTORY     - 1972     GOOD             NGS
 OC1900  HISTORY     - 1975     GOOD             NGS
 OC1900  HISTORY     - 1981     GOOD             NGS
 OC1900  HISTORY     - 19910620 GOOD             USPSQD
 OC1900  HISTORY     - 20050314 GOOD             USPSQD
 OC1900
 OC1900                          STATION DESCRIPTION
 OC1900
 OC1900'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1900'THIS INTERSECTION STATION IS THE SW RADIO AERIAL TO STATION
 OC1900'WCSH.  IT IS LOCATED ABOUT 100 YARDS W OF U.S. HIGHWAY 1, ABOUT
 OC1900'4 MILES S OF THE PORTLAND-SOUTH PORTLAND BRIDGE.  THE AERIAL IS
 OC1900'A STRAIGHT STEEL POLE 240 FEET HIGH WITH THREE SETS OF FIXED
 OC1900'RED LIGHTS ON IT.  ANOTHER SIMILAR AERIAL IS 325 FEET IN AZIMUTH
 OC1900'250 DEG.  THESE TOWERS WERE BUILT IN 1940.
 OC1900
 OC1900                          STATION RECOVERY (1943)
 OC1900
 OC1900'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 OC1900'STATION IS 240 FEET HIGH AND APPROXIMATELY 10 INCHES IN
 OC1900'DIAMETER.  PRESENT TOWER PUT UP IN NOVEMBER 1940.  ALTERNATELY
 OC1900'COLORED ORANGE AND WHITE.  SINGLE POLE NOT TOWER, GUYED BY
 OC1900'WIRE TO EIGHT CONCRETE BASES.  SURROUNDED BY WHITE PICKET FENCE
 OC1900'ON THREE SIDES.  BRICK BUILDING 14 BY 14 FEET IS 5 FEET E OF
 OC1900'TOWER.  WIRES LEAD FROM THIS SMALL BUILDING TO ADMINISTRATION
 OC1900'BUILDING.  ADMINISTRATION BUILDING IS 196 FEET E OF TOWER.
 OC1900'THIS IS A WHITE BRICK BUILDING 32 BY 42 FEET, COVERED BY VINES,
 OC1900'BUILT IN 1929.  3 MILES SW OF S END OF VAUGHN BRIDGE OVER
 OC1900'FORE RIVER.
 OC1900
 OC1900                          STATION RECOVERY (1957)
 OC1900
 OC1900'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (FBM)
 OC1900'THE STATION WAS RECOVERED AS DESCRIBED BY F.L.G. IN 1943.  THE
 OC1900'PREVIOUS DESCRIPTION WAS FOUND TO BE ADEQUATE.
 OC1900
 OC1900                          STATION RECOVERY (1963)
 OC1900
 OC1900'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FHG)
 OC1900'RECOVERED AS DESCRIBED BY FLG IN 1943
 OC1900
 OC1900                          STATION RECOVERY (1972)
 OC1900
 OC1900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JWB)
 OC1900'THE STATION WAS RECOVERED AS DESCRIBED
 OC1900'
 OC1900'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OC1900'ABOUT 4 MILES SOUTH OF PORTLAND.
 OC1900
 OC1900                          STATION RECOVERY (1975)
 OC1900
 OC1900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 OC1900'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN
 OC1900'1941.  THE DESCRIPTION WAS FOUND TO BE ADEQUATE.
 OC1900
 OC1900                          STATION RECOVERY (1981)
 OC1900
 OC1900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (DRM)
 OC1900'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 OC1900'
 OC1900'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SOUTH OF
 OC1900'PORTLAND.
 OC1900
 OC1900                          STATION RECOVERY (1991)
 OC1900
 OC1900'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OC1900'RECOVERED IN GOOD CONDITION.
 OC1900
 OC1900                          STATION RECOVERY (2005)
 OC1900
 OC1900'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMW)
 OC1900'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1901 ***********************************************************************
 OC1901  DESIGNATION -  S PORTLAND RAD STA WCSH NE TWR
 OC1901  PID         -  OC1901
 OC1901  STATE/COUNTY-  ME/CUMBERLAND
 OC1901  USGS QUAD   -  PROUTS NECK (1978)
 OC1901
 OC1901                         *CURRENT SURVEY CONTROL
 OC1901  ___________________________________________________________________
 OC1901* NAD 83(1996)-  43 36 20.13153(N)    070 19 14.77755(W)     ADJUSTED  
 OC1901* NAVD 88     -                                                        
 OC1901  ___________________________________________________________________
 OC1901  LAPLACE CORR-           3.72  (seconds)                    DEFLEC99
 OC1901  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 OC1901
 OC1901  HORZ ORDER  -  THIRD
 OC1901
 OC1901.The horizontal coordinates were established by classical geodetic methods
 OC1901.and adjusted by the National Geodetic Survey in March 1998..
 OC1901
 OC1901
 OC1901.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1901
 OC1901.The geoid height was determined by GEOID03.
 OC1901
 OC1901;                    North         East     Units Scale Factor Converg.
 OC1901;SPC ME W     -    85,804.322   887,558.665   MT  0.99996857   -0 06 22.6
 OC1901;UTM  19      - 4,828,915.743   393,408.898   MT  0.99973975   -0 54 39.6
 OC1901
 OC1901                          SUPERSEDED SURVEY CONTROL
 OC1901
 OC1901  NAD 83(1992)-  43 36 20.13012(N)    070 19 14.77857(W) AD(       ) 4
 OC1901  NAD 83(1986)-  43 36 20.13619(N)    070 19 14.78434(W) AD(       ) 4
 OC1901  NAD 27      -  43 36 19.83600(N)    070 19 16.62200(W) AD(       ) 3
 OC1901
 OC1901.Superseded values are not recommended for survey control.
 OC1901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1901.See file dsdata.txt to determine how the superseded data were derived.
 OC1901
 OC1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9340928916(NAD 83)
 OC1901_MARKER: 43 = RADIO/TV TOWER
 OC1901_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OC1901+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2005
 OC1901
 OC1901  HISTORY     - Date     Condition        Report By
 OC1901  HISTORY     - 1941     FIRST OBSERVED   CGS
 OC1901  HISTORY     - 1942     GOOD             CGS
 OC1901  HISTORY     - 1943     GOOD             CGS
 OC1901  HISTORY     - 1963     GOOD             CGS
 OC1901  HISTORY     - 1972     GOOD             NGS
 OC1901  HISTORY     - 1975     GOOD             NGS
 OC1901  HISTORY     - 1981     GOOD             NGS
 OC1901  HISTORY     - 19910620 GOOD             USPSQD
 OC1901  HISTORY     - 20050314 GOOD             USPSQD
 OC1901
 OC1901                          STATION DESCRIPTION
 OC1901
 OC1901'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 OC1901'THIS INTERSECTION STATION IS THE NE RADIO TOWER OF RADIO STATION
 OC1901'WCSH.  IT IS LOCATED ABOUT 100 YARDS W OF U.S. HIGHWAY 1, ABOUT
 OC1901'4 MILES S OF THE PORTLAND-SOUTH PORTLAND RIVER BRIDGE.  THE TOWER
 OC1901'IS A STRAIGHT STEEL POLE 240 FEET HIGH WITH THREE SETS OF FIXED
 OC1901'RED LIGHTS ON IT.  ANOTHER SIMILAR TOWER IS 325 FEET IN AZIMUTH
 OC1901'OF 70 DEG.  THESE WERE BUILT IN 1940.
 OC1901
 OC1901                          STATION RECOVERY (1942)
 OC1901
 OC1901'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (HJB)
 OC1901'RECOVERED, IN GOOD CONDITION, AS DESCRIBED IN THE ORIGINAL
 OC1901'DESCRIPTION.  ORIGINAL DESCRIPTION ADEQUATE.
 OC1901
 OC1901                          STATION RECOVERY (1943)
 OC1901
 OC1901'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 OC1901'STATION IS NOT A TOWER BUT AN ANTENNA GUYED BY WIRES.  IT IS
 OC1901'240 FEET HIGH, 10 INCHES IN DIAMETER, AND ALTERNATELY COLORED
 OC1901'ORANGE AND WHITE, LIKE RANGE POLE.  SURROUNDED BY WHITE PICKET
 OC1901'FENCE ON THREE SIDES, 4-1/2 FEET SE IS SMALL WHITE WOODEN
 OC1901'BUILDING 6 BY 6 FEET.  TOWER IS 131 FEET NE OF ADMINISTRATION
 OC1901'BUILDING, ABOUT 1,000 FEET W OF U.S. HIGHWAY 1, AND 3 MILES
 OC1901'SW OF S END OF VAUGHN BRIDGE OVER FORE RIVER.  (SOUTH OF
 OC1901'PORTLAND.)
 OC1901
 OC1901                          STATION RECOVERY (1963)
 OC1901
 OC1901'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FHG)
 OC1901'RECOVERED AS DESCRIBED.
 OC1901
 OC1901                          STATION RECOVERY (1972)
 OC1901
 OC1901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JWB)
 OC1901'THE STATION WAS RECOVERED AS DESCRIBED.
 OC1901'
 OC1901'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OC1901'ABOUT 4 MILES SOUTH OF PORTLAND.
 OC1901
 OC1901                          STATION RECOVERY (1975)
 OC1901
 OC1901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 OC1901'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN
 OC1901'1941.  THE DESCRIPTION WAS FOUND TO BE ADEQUATE.
 OC1901
 OC1901                          STATION RECOVERY (1981)
 OC1901
 OC1901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (DRM)
 OC1901'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 OC1901'
 OC1901'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SOUTH OF
 OC1901'PORTLAND.
 OC1901
 OC1901                          STATION RECOVERY (1991)
 OC1901
 OC1901'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OC1901'RECOVERED IN GOOD CONDITION.
 OC1901
 OC1901                          STATION RECOVERY (2005)
 OC1901
 OC1901'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMW)
 OC1901'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SE0065 ***********************************************************************
 SE0065  DESIGNATION -  S2 IBC 1909
 SE0065  PID         -  SE0065
 SE0065  STATE/COUNTY-  ME/AROOSTOOK
 SE0065  USGS QUAD   -  HAMLIN (1986)
 SE0065
 SE0065                         *CURRENT SURVEY CONTROL
 SE0065  ___________________________________________________________________
 SE0065* NAD 83(1996)-  47 04 09.46587(N)    067 47 54.09669(W)     ADJUSTED  
 SE0065* NAVD 88     -       156.6    (meters)     514.     (feet)  VERTCON   
 SE0065  ___________________________________________________________________
 SE0065  LAPLACE CORR-           6.02  (seconds)                    DEFLEC99
 SE0065  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 SE0065
 SE0065  HORZ ORDER  -  THIRD
 SE0065
 SE0065.The horizontal coordinates were established by classical geodetic methods
 SE0065.and adjusted by the National Geodetic Survey in March 1998..
 SE0065
 SE0065.The NAVD 88 height was computed by applying the VERTCON shift value to
 SE0065.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SE0065
 SE0065.The Laplace correction was computed from DEFLEC99 derived deflections.
 SE0065
 SE0065.The geoid height was determined by GEOID03.
 SE0065
 SE0065;                    North         East     Units Scale Factor Converg.
 SE0065;SPC ME E     -   378,365.810   353,289.458   MT  0.99993489   +0 30 49.5
 SE0065;UTM  19      - 5,213,565.328   591,236.703   MT  0.99970230   +0 52 47.5
 SE0065
 SE0065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SE0065!SPC ME E     -   0.99997903  x   0.99993489  =   0.99991392
 SE0065!UTM  19      -   0.99997903  x   0.99970230  =   0.99968133
 SE0065
 SE0065|---------------------------------------------------------------------|
 SE0065| PID    Reference Object                     Distance      Geod. Az  |
 SE0065|                                                           dddmmss.s |
 SE0065| SE0070 C2 IBC 1952 RM 2                    287.110 METERS 02057     |
 SE0065| SE0069 REFERENCE MON C 2                   288.008 METERS 02249     |
 SE0065| SE0062 REFERENCE MON S 1                   464.477 METERS 1435938.1 |
 SE0065| SE0063 REFERENCE MON S 2A                  155.668 METERS 20115     |
 SE0065|---------------------------------------------------------------------|
 SE0065
 SE0065                          SUPERSEDED SURVEY CONTROL
 SE0065
 SE0065  NAD 83(1992)-  47 04 09.46374(N)    067 47 54.09441(W) AD(       ) 3
 SE0065  NAD 83(1986)-  47 04 09.46125(N)    067 47 54.09033(W) AD(       ) 3
 SE0065  NAD 27      -  47 04 09.30383(N)    067 47 56.03099(W) AD(       ) 3
 SE0065  NGVD 29 (07/19/86)  156.8    (m)          514.     (f) VERT ANG       
 SE0065
 SE0065.Superseded values are not recommended for survey control.
 SE0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SE0065.See file dsdata.txt to determine how the superseded data were derived.
 SE0065
 SE0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN9123713565(NAD 83)
 SE0065_MARKER: Z = SEE DESCRIPTION
 SE0065_SETTING: 0 = UNSPECIFIED SETTING
 SE0065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SE0065
 SE0065  HISTORY     - Date     Condition        Report By
 SE0065  HISTORY     - 1909     MONUMENTED       IBC
 SE0065
 SE0065                          STATION DESCRIPTION
 SE0065
 SE0065'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JBB)
 SE0065'MONUMENT IS ABOUT 9-1/4 MILES SE OF VAN BUREN AND 600 FEET N OF
 SE0065'HIGHWAY NO 165.  IT IS 8 FEET BACK OF THE TOP OF THE STEEP WOODED
 SE0065'SLOPE TO THE RIVER AND 3 FEET OUTSIDE THE MEADOW LAND EXTENDING TO
 SE0065'ROAD.  IT IS 75 FEET E OF A CREEK IN A RAVINE AND 10 FEET W OF A SHARP
 SE0065'POINT IN THE HIGH BANK OF THE RIVER.
 SE0065'
 SE0065'TYPE A MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0236 ***********************************************************************
 SF0236  DESIGNATION -  S38A IBC 1973
 SF0236  PID         -  SF0236
 SF0236  STATE/COUNTY-  ME/AROOSTOOK
 SF0236  USGS QUAD   -  VIOLETTE STREAM (1986)
 SF0236
 SF0236                         *CURRENT SURVEY CONTROL
 SF0236  ___________________________________________________________________
 SF0236* NAD 83(1996)-  47 13 27.91741(N)    068 00 42.65803(W)     ADJUSTED  
 SF0236* NAVD 88     -       140.     (meters)     459.     (feet)  VERTCON   
 SF0236  ___________________________________________________________________
 SF0236  LAPLACE CORR-           5.66  (seconds)                    DEFLEC99
 SF0236  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 SF0236
 SF0236  HORZ ORDER  -  SECOND
 SF0236
 SF0236.The horizontal coordinates were established by classical geodetic methods
 SF0236.and adjusted by the National Geodetic Survey in March 1998..
 SF0236
 SF0236.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0236.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0236
 SF0236.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0236
 SF0236.The geoid height was determined by GEOID03.
 SF0236
 SF0236;                    North         East     Units Scale Factor Converg.
 SF0236;SPC ME E     -   395,486.639   336,967.301   MT  0.99991679   +0 21 29.9
 SF0236;UTM  19      - 5,230,577.286   574,809.288   MT  0.99966878   +0 43 31.3
 SF0236
 SF0236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0236!SPC ME E     -   0.99998173  x   0.99991679  =   0.99989852
 SF0236!UTM  19      -   0.99998173  x   0.99966878  =   0.99965051
 SF0236
 SF0236                          SUPERSEDED SURVEY CONTROL
 SF0236
 SF0236  NAD 83(1992)-  47 13 27.91397(N)    068 00 42.65552(W) AD(       ) 2
 SF0236  NAD 83(1986)-  47 13 27.91533(N)    068 00 42.64807(W) AD(       ) 2
 SF0236  NAD 27      -  47 13 27.76483(N)    068 00 44.54677(W) AD(       ) 2
 SF0236  NGVD 29 (07/19/86)  140.     (m)          459.     (f) VERT ANG       
 SF0236
 SF0236.Superseded values are not recommended for survey control.
 SF0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0236.See file dsdata.txt to determine how the superseded data were derived.
 SF0236
 SF0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN7480930577(NAD 83)
 SF0236
 SF0236  HISTORY     - Date     Condition        Report By
 SF0236  HISTORY     - 1973     MONUMENTED       NGS
 SF0236  HISTORY     - 1975     GOOD             NGS
 SF0236
 SF0236                          STATION DESCRIPTION
 SF0236
 SF0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CRM)
 SF0236'THE REFERENCE MONUMENT WAS RECOVERED AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0249 ***********************************************************************
 SF0249  DESIGNATION -  S39 IBC 1951 RM 1 1975
 SF0249  PID         -  SF0249
 SF0249  STATE/COUNTY-  ME/AROOSTOOK
 SF0249  USGS QUAD   -  VIOLETTE STREAM (1986)
 SF0249
 SF0249                         *CURRENT SURVEY CONTROL
 SF0249  ___________________________________________________________________
 SF0249* NAD 83(1996)-  47 14 30.11151(N)    068 02 18.97117(W)     ADJUSTED  
 SF0249* NAVD 88     -       138.8    (meters)     455.     (feet)  VERTCON   
 SF0249  ___________________________________________________________________
 SF0249  LAPLACE CORR-           5.72  (seconds)                    DEFLEC99
 SF0249  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 SF0249
 SF0249  HORZ ORDER  -  SECOND
 SF0249
 SF0249.The horizontal coordinates were established by classical geodetic methods
 SF0249.and adjusted by the National Geodetic Survey in March 1998..
 SF0249
 SF0249.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0249.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0249
 SF0249.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0249
 SF0249.The geoid height was determined by GEOID03.
 SF0249
 SF0249;                    North         East     Units Scale Factor Converg.
 SF0249;SPC ME E     -   397,394.800   334,929.915   MT  0.99991499   +0 20 19.6
 SF0249;UTM  19      - 5,232,471.883   572,760.229   MT  0.99966506   +0 42 21.3
 SF0249
 SF0249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0249!SPC ME E     -   0.99998189  x   0.99991499  =   0.99989689
 SF0249!UTM  19      -   0.99998189  x   0.99966506  =   0.99964696
 SF0249
 SF0249:                Primary Azimuth Mark                     Grid Az
 SF0249:SPC ME E     -  ST ANNE CATH CH W SP IBC 1973            047 55 15.2
 SF0249:UTM  19      -  ST ANNE CATH CH W SP IBC 1973            047 33 13.5
 SF0249
 SF0249|---------------------------------------------------------------------|
 SF0249| PID    Reference Object                     Distance      Geod. Az  |
 SF0249|                                                           dddmmss.s |
 SF0249| SF0245 ST ANNE CATH CH W SP IBC 1973       APPROX. 1.0 KM 0481534.8 |
 SF0249| SF0244 ST ANNE CATH CH E SP IBC 1952       APPROX. 1.0 KM 0490901.0 |
 SF0249| SF0248 REFERENCE MON S 39                    9.118 METERS 17632     |
 SF0249| SF0243 REFERENCE MON S 39A                 434.778 METERS 3103733.3 |
 SF0249|---------------------------------------------------------------------|
 SF0249
 SF0249                          SUPERSEDED SURVEY CONTROL
 SF0249
 SF0249  NAD 83(1992)-  47 14 30.10790(N)    068 02 18.96872(W) AD(       ) 2
 SF0249  NAD 83(1986)-  47 14 30.10965(N)    068 02 18.96115(W) AD(       ) 2
 SF0249  NAD 27      -  47 14 29.95908(N)    068 02 20.85425(W) AD(       ) 2
 SF0249  NGVD 29 (07/19/86)  139.0    (m)          456.     (f) VERT ANG       
 SF0249
 SF0249.Superseded values are not recommended for survey control.
 SF0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0249.See file dsdata.txt to determine how the superseded data were derived.
 SF0249
 SF0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN7276032472(NAD 83)
 SF0249_MARKER: Z = SEE DESCRIPTION
 SF0249_SETTING: 0 = UNSPECIFIED SETTING
 SF0249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0249
 SF0249  HISTORY     - Date     Condition        Report By
 SF0249  HISTORY     - 1975     MONUMENTED       IBC
 SF0249
 SF0249                          STATION DESCRIPTION
 SF0249
 SF0249'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1975 (CRM)
 SF0249'THE STATION IS LOCATED ABOUT 4-1/4 MILES SOUTHEAST OF LILLE,
 SF0249'MAINE, 3/4 MILE SOUTHEAST OF THE SOUTHEAST END OF QUISIBIS ISLAND,
 SF0249'AT THE SOUTHEAST CORNER OF A NARROW FIELD, AND ON HIGHWAY
 SF0249'RIGHT-OF-WAY.
 SF0249'
 SF0249'TO REACH FROM THE MT. CARMEL CATHOLIC CHURCH IN LILLE, GO
 SF0249'SOUTHEAST ON U.S. HIGHWAY 1 FOR 2.8 MILES TO A RAILROAD
 SF0249'CROSSING.  CONTINUE AHEAD, SOUTHEAST, ON U.S. HIGHWAY 1 FOR 1.6
 SF0249'MILES TO THE STATION ON THE LEFT, NORTHEAST SIDE OF THE HIGHWAY.
 SF0249'
 SF0249'THE STATION MARK, STAMPED S-39-1951 1 1975, IS A BRONZE,
 SF0249'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0249'POST THAT IS 12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT
 SF0249'IS 49 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 26.7 FEET
 SF0249'NORTH OF A STEEL, WITNESS POST WITH METAL SIGN ATTACHED, AND 22
 SF0249'FEET NORTHEAST OF A TELEPHONE POLE.
 SF0249'
 SF0249'REFERENCE MONUMENT S-39-51, UNSTAMPED, IS A BRONZE, TRIANGULATION
 SF0249'STATION DISK SET IN THE TOP OF A 2-FOOT SQUARE, CONCRETE POST THAT
 SF0249'IS FLUSH WITH THE GROUND.  S-39-1951 IS SCRIBED IN THE
 SF0249'CONCRETE.  IT IS 27 FEET NORTHEAST OF THE CENTERLINE OF THE
 SF0249'HIGHWAY, 23 FEET SOUTHEAST OF THE TELEPHONE POLE, AND 5.3 FEET
 SF0249'SOUTHWEST OF THE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0247 ***********************************************************************
 SF0247  DESIGNATION -  S40 IBC 1909
 SF0247  PID         -  SF0247
 SF0247  STATE/COUNTY-  ME/AROOSTOOK
 SF0247  USGS QUAD   -  VIOLETTE STREAM (1986)
 SF0247
 SF0247                         *CURRENT SURVEY CONTROL
 SF0247  ___________________________________________________________________
 SF0247* NAD 83(1996)-  47 14 55.00812(N)    068 03 00.77410(W)     ADJUSTED  
 SF0247* NAVD 88     -       139.     (meters)     456.     (feet)  SCALED    
 SF0247  ___________________________________________________________________
 SF0247  LAPLACE CORR-           5.82  (seconds)                    DEFLEC99
 SF0247  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 SF0247
 SF0247  HORZ ORDER  -  THIRD
 SF0247
 SF0247.The horizontal coordinates were established by classical geodetic methods
 SF0247.and adjusted by the National Geodetic Survey in March 1998..
 SF0247.No horizontal observational check was made to the station.
 SF0247
 SF0247.The orthometric height was scaled from a topographic map.
 SF0247
 SF0247.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0247
 SF0247.The geoid height was determined by GEOID03.
 SF0247
 SF0247;                    North         East     Units Scale Factor Converg.
 SF0247;SPC ME E     -   398,158.449   334,046.408   MT  0.99991424   +0 19 49.0
 SF0247;UTM  19      - 5,233,229.665   571,872.068   MT  0.99966348   +0 41 50.9
 SF0247
 SF0247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0247!SPC ME E     -   0.99998190  x   0.99991424  =   0.99989614
 SF0247!UTM  19      -   0.99998190  x   0.99966348  =   0.99964538
 SF0247
 SF0247                          SUPERSEDED SURVEY CONTROL
 SF0247
 SF0247  NAD 83(1992)-  47 14 55.00444(N)    068 03 00.77168(W) AD(       ) 3
 SF0247  NAD 83(1986)-  47 14 55.00636(N)    068 03 00.76400(W) AD(       ) 3
 SF0247  NAD 27      -  47 14 54.85588(N)    068 03 02.65505(W) AD(       ) 3
 SF0247
 SF0247.Superseded values are not recommended for survey control.
 SF0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0247.See file dsdata.txt to determine how the superseded data were derived.
 SF0247
 SF0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN7187233230(NAD 83)
 SF0247
 SF0247  HISTORY     - Date     Condition        Report By
 SF0247  HISTORY     - 1909     MONUMENTED       CGS
 SF0247  HISTORY     - 1975     SEE DESCRIPTION  NGS
 SF0247
 SF0247                          STATION DESCRIPTION
 SF0247
 SF0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CRM)
 SF0247'THE REFERENCE MONUMENT WAS RECOVERED IN VERY POOR CONDITION AND
 SF0247'SUITABLE FOR TIE PURPOSES ONLY.
 SF0247'
 SF0247'A TIE WAS MADE TO THIS REFERENCE MONUMENT FROM REFERENCE MONUMENT
 SF0247'S-40A-52, THE DISTANCE BEING 198.24 FEET OR 60.424 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0299 ***********************************************************************
 SF0299  DESIGNATION -  S54 IBC 1957 RM 1 1975
 SF0299  PID         -  SF0299
 SF0299  STATE/COUNTY-  ME/AROOSTOOK
 SF0299  USGS QUAD   -  MADAWASKA (1986)
 SF0299
 SF0299                         *CURRENT SURVEY CONTROL
 SF0299  ___________________________________________________________________
 SF0299* NAD 83(1996)-  47 20 51.68208(N)    068 16 13.58912(W)     ADJUSTED  
 SF0299* NAVD 88     -       159.9    (meters)     525.     (feet)  VERTCON   
 SF0299  ___________________________________________________________________
 SF0299  LAPLACE CORR-           5.30  (seconds)                    DEFLEC99
 SF0299  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 SF0299
 SF0299  HORZ ORDER  -  SECOND
 SF0299
 SF0299.The horizontal coordinates were established by classical geodetic methods
 SF0299.and adjusted by the National Geodetic Survey in March 1998..
 SF0299
 SF0299.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0299.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0299
 SF0299.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0299
 SF0299.The geoid height was determined by GEOID03.
 SF0299
 SF0299;                    North         East     Units Scale Factor Converg.
 SF0299;SPC ME E     -   409,099.721   317,343.984   MT  0.99990370   +0 10 07.8
 SF0299;UTM  19      - 5,244,060.790   555,104.154   MT  0.99963732   +0 32 11.7
 SF0299
 SF0299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0299!SPC ME E     -   0.99997867  x   0.99990370  =   0.99988237
 SF0299!UTM  19      -   0.99997867  x   0.99963732  =   0.99961600
 SF0299
 SF0299:                Primary Azimuth Mark                     Grid Az
 SF0299:SPC ME E     -  ST DAVID CH CROSS IBC 1957               286 37 09.1
 SF0299:UTM  19      -  ST DAVID CH CROSS IBC 1957               286 15 05.2
 SF0299
 SF0299|---------------------------------------------------------------------|
 SF0299| PID    Reference Object                     Distance      Geod. Az  |
 SF0299|                                                           dddmmss.s |
 SF0299| SF0268 ST DAVID CH CROSS IBC 1957          APPROX. 0.6 KM 2864716.9 |
 SF0299| SF0300 REFERENCE MON S 54                    7.022 METERS 35555     |
 SF0299|---------------------------------------------------------------------|
 SF0299
 SF0299                          SUPERSEDED SURVEY CONTROL
 SF0299
 SF0299  NAD 83(1992)-  47 20 51.67749(N)    068 16 13.58616(W) AD(       ) 2
 SF0299  NAD 83(1986)-  47 20 51.68219(N)    068 16 13.57759(W) AD(       ) 2
 SF0299  NAD 27      -  47 20 51.53786(N)    068 16 15.42778(W) AD(       ) 2
 SF0299  NGVD 29 (07/19/86)  160.0    (m)          525.     (f) VERT ANG       
 SF0299
 SF0299.Superseded values are not recommended for survey control.
 SF0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0299.See file dsdata.txt to determine how the superseded data were derived.
 SF0299
 SF0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN5510444061(NAD 83)
 SF0299
 SF0299  HISTORY     - Date     Condition        Report By
 SF0299  HISTORY     - 1975     MONUMENTED       IBC
 SF0299
 SF0299                          STATION DESCRIPTION
 SF0299
 SF0299'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1975 (CRM)
 SF0299'THE STATION IS LOCATED ABOUT 2-3/4 MILES EAST OF MADAWASKA,
 SF0299'MAINE AND ON HIGHWAY RIGHT-OF-WAY.
 SF0299'
 SF0299'TO REACH FROM THE ST. DAVID CATHOLIC CHURCH THAT IS ABOUT 2.4
 SF0299'MILES EAST OF MADAWASKA, GO EAST ON U.S. HIGHWAY 1 FOR 0.35 MILE
 SF0299'TO THE STATION ON THE LEFT, NORTH, SIDE OF THE HIGHWAY.  THIS
 SF0299'IS AT THE RESIDENCE OF MR. RONDAL GERVAIS.
 SF0299'
 SF0299'THE STATION MARK, STAMPED S-54 RM 1 1975, IS A BRONZE CAP
 SF0299'ATTACHED TO A 3 FOOT LONG, COPPER-COATED, STEEL ROAD THAT IS
 SF0299'DRIVEN INTO THE GROUND AND IS 3 INCHES BELOW THE SURFACE OF THE
 SF0299'GROUND.  IT IS 35 FEET EAST OF THE CENTERLINE OF A DRIVEWAY,
 SF0299'26 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND IS ABOUT
 SF0299'2 FEET LOWER THAN REFERENCE MONUMENT S-54-57.
 SF0299'
 SF0299'REFERENCE MONUMENT S-54-57 IS AN 0.8-FOOT SQUARE, CONCRETE
 SF0299'POST THAT PROJECTS 6 INCHES ABOVE A 3-FOOT SQUARE, CONCRETE BASE
 SF0299'THAT PROJECTS 18 INCHES.  1909, U.S., AND NO 54 IS CAST IN THE
 SF0299'CONCRETE BASE.  IT IS 47 FEET NORTH OF THE CENTERLINE OF THE
 SF0299'HIGHWAY AND 29 FEET EAST OF THE CENTERLINE OF A DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0314 ***********************************************************************
 SF0314  DESIGNATION -  S62 IBC 1951 RM 2 1976
 SF0314  PID         -  SF0314
 SF0314  STATE/COUNTY-  ME/AROOSTOOK
 SF0314  USGS QUAD   -  MADAWASKA (1986)
 SF0314
 SF0314                         *CURRENT SURVEY CONTROL
 SF0314  ___________________________________________________________________
 SF0314* NAD 83(1996)-  47 20 40.51355(N)    068 22 21.49019(W)     ADJUSTED  
 SF0314* NAVD 88     -       178.3    (meters)     585.     (feet)  VERTCON   
 SF0314  ___________________________________________________________________
 SF0314  LAPLACE CORR-           5.42  (seconds)                    DEFLEC99
 SF0314  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 SF0314
 SF0314  HORZ ORDER  -  SECOND
 SF0314
 SF0314.The horizontal coordinates were established by classical geodetic methods
 SF0314.and adjusted by the National Geodetic Survey in March 1998..
 SF0314
 SF0314.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0314.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0314
 SF0314.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0314
 SF0314.The geoid height was determined by GEOID03.
 SF0314
 SF0314;                    North         East     Units Scale Factor Converg.
 SF0314;SPC ME E     -   408,737.153   309,623.366   MT  0.99990114   +0 05 37.2
 SF0314;UTM  19      - 5,243,648.788   547,388.105   MT  0.99962760   +0 27 41.0
 SF0314
 SF0314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0314!SPC ME E     -   0.99997582  x   0.99990114  =   0.99987696
 SF0314!UTM  19      -   0.99997582  x   0.99962760  =   0.99960343
 SF0314
 SF0314|---------------------------------------------------------------------|
 SF0314| PID    Reference Object                     Distance      Geod. Az  |
 SF0314|                                                           dddmmss.s |
 SF0314| SF0313 REFERENCE MON S 62                   26.606 METERS 06838     |
 SF0314| SF0263 REFERENCE MON S 61                  309.212 METERS 11909     |
 SF0314| SF0262 MADAWASKA CAB TV MAST IBC 1973      APPROX. 2.5 KM 1311032.1 |
 SF0314|---------------------------------------------------------------------|
 SF0314
 SF0314                          SUPERSEDED SURVEY CONTROL
 SF0314
 SF0314  NAD 83(1992)-  47 20 40.50890(N)    068 22 21.48671(W) AD(       ) 2
 SF0314  NAD 83(1986)-  47 20 40.51473(N)    068 22 21.47864(W) AD(       ) 2
 SF0314  NAD 27      -  47 20 40.37575(N)    068 22 23.31727(W) AD(       ) 2
 SF0314  NGVD 29 (07/19/86)  178.4    (m)          585.     (f) VERT ANG       
 SF0314
 SF0314.Superseded values are not recommended for survey control.
 SF0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0314.See file dsdata.txt to determine how the superseded data were derived.
 SF0314
 SF0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN4738843649(NAD 83)
 SF0314_MARKER: Z = SEE DESCRIPTION
 SF0314_SETTING: 0 = UNSPECIFIED SETTING
 SF0314_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0314
 SF0314  HISTORY     - Date     Condition        Report By
 SF0314  HISTORY     - 1976     MONUMENTED       IBC
 SF0314
 SF0314                          STATION DESCRIPTION
 SF0314
 SF0314'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1976 (CRM)
 SF0314'THE STATION IS LOCATED ABOUT 2-1/4 MILES SOUTHWEST OF MADAWASKA,
 SF0314'MAINE AND ON PROPERTY OWNED BY A MR. NADEAU.
 SF0314'
 SF0314'TO REACH FROM THE POST OFFICE, AT 430 MAIN STREET, IN MADAWASKA,
 SF0314'GO WESTERLY ON U.S. HIGHWAY 1 FOR 2.4 MILES TO A SIDE ROAD
 SF0314'LEFT.  CONTINUE AHEAD, WESTERLY AND SOUTHWESTERLY, ON U.S. HIGHWAY
 SF0314'1 FOR 0.25 MILE TO THE STATION ON THE RIGHT, NORTHWEST, SIDE OF
 SF0314'THE HIGHWAY.
 SF0314'
 SF0314'THE STATION MARK, STAMPED S-62-51 2 1976, IS A BRONZE, REFERENCE
 SF0314'MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT
 SF0314'IS 12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 91.6
 SF0314'FEET SOUTHWEST OF A STEEL WITNESS POST WITH METAL SIGN ATTACHED,
 SF0314'33 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 22 FEET
 SF0314'NORTH-NORTHEAST OF THE CENTERLINE OF A GRAVELED DRIVE, AND 3
 SF0314'FEET NORTHWEST OF A RAIL FENCE.
 SF0314'
 SF0314'REFERENCE MONUMENT S-62-51 IS A 10-INCH SQUARE, CONCRETE SPIKE,
 SF0314'PYRAMID-SHAPED ON TOP, THAT PROJECTS 9 INCHES ABOVE A 2-FOOT
 SF0314'SQUARE, CONCRETE BASE.  S62-1951 IS CAST IN THE CONCRETE BASE
 SF0314'AND ONLY 4 INCHES OF THE MONUMENT PROJECTS ABOVE THE GROUND.  IT
 SF0314'IS 26 FEET SOUTH-SOUTHWEST OF A POWER POLE WITH A TRANSFORMER,
 SF0314'24 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 4.9 FEET
 SF0314'SOUTH-SOUTHWEST OF THE WITNESS POST, AND 3 FEET NORTHWEST OF A
 SF0314'FENCE.  IT IS 0.52 METER HIGHER THAN THE STATION MARK.
 SF0314'
 SF0314'SOME OF THE FIELD WORK WAS ACCOMPLISHED AT THIS STATION IN 1975,
 SF0314'HENCE TWO SETS OF OBSERVATIONS.
 SF0314'
 SF0314'THE DISTANCE TO REFERENCE MARK 1 FOR REFERENCE MONUMENT S-62-51
 SF0314'IS 68.64 FEET OR 20.923 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0336 ***********************************************************************
 SF0336  DESIGNATION -  S65 IBC 1975 RM 1 1975
 SF0336  PID         -  SF0336
 SF0336  STATE/COUNTY-  ME/AROOSTOOK
 SF0336  USGS QUAD   -  FRENCHVILLE (1986)
 SF0336
 SF0336                         *CURRENT SURVEY CONTROL
 SF0336  ___________________________________________________________________
 SF0336* NAD 83(1996)-  47 19 27.05339(N)    068 22 40.07391(W)     ADJUSTED  
 SF0336* NAVD 88     -       185.4    (meters)     608.     (feet)  VERTCON   
 SF0336  ___________________________________________________________________
 SF0336  LAPLACE CORR-           5.85  (seconds)                    DEFLEC99
 SF0336  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 SF0336
 SF0336  HORZ ORDER  -  SECOND
 SF0336
 SF0336.The horizontal coordinates were established by classical geodetic methods
 SF0336.and adjusted by the National Geodetic Survey in March 1998..
 SF0336
 SF0336.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0336.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0336
 SF0336.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0336
 SF0336.The geoid height was determined by GEOID03.
 SF0336
 SF0336;                    North         East     Units Scale Factor Converg.
 SF0336;SPC ME E     -   406,468.115   309,236.882   MT  0.99990105   +0 05 23.4
 SF0336;UTM  19      - 5,241,377.938   547,016.291   MT  0.99962717   +0 27 26.8
 SF0336
 SF0336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0336!SPC ME E     -   0.99997470  x   0.99990105  =   0.99987576
 SF0336!UTM  19      -   0.99997470  x   0.99962717  =   0.99960188
 SF0336
 SF0336:                Primary Azimuth Mark                     Grid Az
 SF0336:SPC ME E     -  REFERENCE MON C 65                       213 30 15.9
 SF0336:UTM  19      -  REFERENCE MON C 65                       213 08 12.5
 SF0336
 SF0336|---------------------------------------------------------------------|
 SF0336| PID    Reference Object                     Distance      Geod. Az  |
 SF0336|                                                           dddmmss.s |
 SF0336| SF0333 REFERENCE MON C 65                  APPROX. 1.8 KM 2133539.3 |
 SF0336| SF0337 REFERENCE MON S 65                   11.237 METERS 31630     |
 SF0336|---------------------------------------------------------------------|
 SF0336
 SF0336                          SUPERSEDED SURVEY CONTROL
 SF0336
 SF0336  NAD 83(1992)-  47 19 27.04876(N)    068 22 40.07057(W) AD(       ) 2
 SF0336  NAD 83(1986)-  47 19 27.05459(N)    068 22 40.06298(W) AD(       ) 2
 SF0336  NAD 27      -  47 19 26.91705(N)    068 22 41.90452(W) AD(       ) 2
 SF0336  NGVD 29 (07/19/86)  185.5    (m)          609.     (f) VERT ANG       
 SF0336
 SF0336.Superseded values are not recommended for survey control.
 SF0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0336.See file dsdata.txt to determine how the superseded data were derived.
 SF0336
 SF0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN4701641378(NAD 83)
 SF0336_MARKER: Z = SEE DESCRIPTION
 SF0336_SETTING: 0 = UNSPECIFIED SETTING
 SF0336_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0336
 SF0336  HISTORY     - Date     Condition        Report By
 SF0336  HISTORY     - 1975     MONUMENTED       IBC
 SF0336  HISTORY     - 1976     SEE DESCRIPTION  NGS
 SF0336
 SF0336                          STATION DESCRIPTION
 SF0336
 SF0336'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1975 (CRM)
 SF0336'THE STATION IS LOCATED ABOUT 3-1/4 MILES SOUTHWEST OF MADAWASKA,
 SF0336'MAINE, 3 MILES NORTH OF FRENCHVILLE, MAINE, AT THE SOUTHWEST
 SF0336'EDGE OF A FIELD, AND ON PROPERTY OWNED BY MR. N. J. NADEAU.
 SF0336'
 SF0336'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE HIGHWAY
 SF0336'162 IN FRENCHVILLE, GO NORTHEAST AND NORTH ON U.S. HIGHWAY 1
 SF0336'FOR 3.5 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 SF0336'SOUTHEAST ON A GRAVELED ROAD FOR 0.2 MILE TO THE STATION ON
 SF0336'THE LEFT, NORTHEAST, SIDE OF THE ROAD.
 SF0336'
 SF0336'THE STATION MARK, STAMPED S-65-75 1 1975, IS A BRONZE,
 SF0336'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0336'POST THAT IS 12 INCHES IN DIAMETER AND FLUSH WITH THE
 SF0336'GROUND.  IT IS 29.3 FEET SOUTHEAST OF A STEEL, WITNESS POST
 SF0336'WITH METAL SIGN ATTACHED AND 23 FEET NORTHEAST OF THE
 SF0336'CENTERLINE OF THE ROAD.
 SF0336'
 SF0336'REFERENCE MONUMENT S-65-75, STAMPED S-65-75 1975, IS A BRONZE,
 SF0336'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0336'POST THAT IS 18 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT
 SF0336'IS 24 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD
 SF0336'AND 7.0 FEET NORTHWEST OF THE WITNESS POST.
 SF0336'
 SF0336'THE DISTANCE BETWEEN THE STATION AND REFERENCE MONUMENT
 SF0336'S-65-75 IS 36.87 FEET OR 11.237 METERS.
 SF0336
 SF0336                          STATION RECOVERY (1976)
 SF0336
 SF0336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CRM)
 SF0336'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE 1975
 SF0336'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0354 ***********************************************************************
 SF0354  DESIGNATION -  S71A IBC 1951 RM 1 1976
 SF0354  PID         -  SF0354
 SF0354  STATE/COUNTY-  ME/AROOSTOOK
 SF0354  USGS QUAD   -  FRENCHVILLE (1986)
 SF0354
 SF0354                         *CURRENT SURVEY CONTROL
 SF0354  ___________________________________________________________________
 SF0354* NAD 83(1996)-  47 16 54.44427(N)    068 24 28.89171(W)     ADJUSTED  
 SF0354* NAVD 88     -       170.6    (meters)     560.     (feet)  VERTCON   
 SF0354  ___________________________________________________________________
 SF0354  LAPLACE CORR-           5.31  (seconds)                    DEFLEC99
 SF0354  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 SF0354
 SF0354  HORZ ORDER  -  SECOND
 SF0354
 SF0354.The horizontal coordinates were established by classical geodetic methods
 SF0354.and adjusted by the National Geodetic Survey in March 1998..
 SF0354
 SF0354.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0354.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0354
 SF0354.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0354
 SF0354.The geoid height was determined by GEOID03.
 SF0354
 SF0354;                    North         East     Units Scale Factor Converg.
 SF0354;SPC ME E     -   401,752.507   306,957.655   MT  0.99990059   +0 04 03.3
 SF0354;UTM  19      - 5,236,649.109   544,767.975   MT  0.99962463   +0 26 05.7
 SF0354
 SF0354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0354!SPC ME E     -   0.99997703  x   0.99990059  =   0.99987763
 SF0354!UTM  19      -   0.99997703  x   0.99962463  =   0.99960167
 SF0354
 SF0354:                Primary Azimuth Mark                     Grid Az
 SF0354:SPC ME E     -  REFERENCE MON S 70                       141 47 37.9
 SF0354:UTM  19      -  REFERENCE MON S 70                       141 25 35.5
 SF0354
 SF0354|---------------------------------------------------------------------|
 SF0354| PID    Reference Object                     Distance      Geod. Az  |
 SF0354|                                                           dddmmss.s |
 SF0354| SF0322 REFERENCE MON S 70                  APPROX. 1.2 KM 1415141.2 |
 SF0354| SF0355 REFERENCE MON S 71A                  13.650 METERS 18816     |
 SF0354|---------------------------------------------------------------------|
 SF0354
 SF0354                          SUPERSEDED SURVEY CONTROL
 SF0354
 SF0354  NAD 83(1992)-  47 16 54.43984(N)    068 24 28.88820(W) AD(       ) 2
 SF0354  NAD 83(1986)-  47 16 54.44605(N)    068 24 28.88187(W) AD(       ) 2
 SF0354  NAD 27      -  47 16 54.30707(N)    068 24 30.72491(W) AD(       ) 2
 SF0354  NGVD 29 (07/19/86)  170.7    (m)          560.     (f) VERT ANG       
 SF0354
 SF0354.Superseded values are not recommended for survey control.
 SF0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0354.See file dsdata.txt to determine how the superseded data were derived.
 SF0354
 SF0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN4476836649(NAD 83)
 SF0354_MARKER: Z = SEE DESCRIPTION
 SF0354_SETTING: 0 = UNSPECIFIED SETTING
 SF0354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0354
 SF0354  HISTORY     - Date     Condition        Report By
 SF0354  HISTORY     - 1976     MONUMENTED       IBC
 SF0354
 SF0354                          STATION DESCRIPTION
 SF0354
 SF0354'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1976 (CRM)
 SF0354'THE STATION IS LOCATED ABOUT 3/4 MILE EAST-NORTHEAST OF
 SF0354'UPPER FRENCHVILLE, MAINE AND ON ROAD RIGHT-OF-WAY.
 SF0354'
 SF0354'TO REACH FORM THE ST. LUCE CATHOLIC CHURCH IN UPPER
 SF0354'FRENCHVILLE, GO EASTERLY ON U.S. HIGHWAY 1 FOR 1.0 MILE TO A
 SF0354'SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH FOR 0.1 MILE TO THE
 SF0354'STATION ON THE RIGHT, WEST, SIDE OF THE ROAD.
 SF0354'
 SF0354'THE STATION MARK, STAMPED S-71A-51 1 1976, IS A BRONZE,
 SF0354'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0354'POST THAT IS 12 INCHES IN DIAMETER AND FLUSH WITH THE
 SF0354'GROUND.  IT IS 51.8 FEET NORTH OF A STEEL WITNESS POST WITH METAL
 SF0354'SIGN ATTACHED AND 17 FEET WEST OF THE CENTERLINE OF THE ROAD.
 SF0354'
 SF0354'REFERENCE MONUMENT S-71A-51 IS A 10-INCH SQUARE, CONCRETE
 SF0354'SPIKE, PYRAMID-SHAPED ON TOP, THAT PROJECTS 6 INCHES ABOVE A
 SF0354'2-FOOT SQUARE, CONCRETE BASE.  THE BASE IS FLUSH WITH THE
 SF0354'GROUND.  S 71-1951 IS CAST IN THE CONCRETE BASE.  IT IS 20 FEET
 SF0354'WEST OF THE CENTERLINE OF THE ROAD, 7.0 FEET NORTH OF THE WITNESS
 SF0354'POST, AND 0.23 METER HIGHER THAN THE STATION.
 SF0354'
 SF0354'THE DISTANCE TO REFERENCE MARK 2 FOR REFERENCE MONUMENT
 SF0354'S-71A-51 IS 60.58 FEET OR 18.467 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0324 ***********************************************************************
 SF0324  DESIGNATION -  S72 IBC 1954
 SF0324  PID         -  SF0324
 SF0324  STATE/COUNTY-  ME/AROOSTOOK
 SF0324  USGS QUAD   -  FRENCHVILLE (1986)
 SF0324
 SF0324                         *CURRENT SURVEY CONTROL
 SF0324  ___________________________________________________________________
 SF0324* NAD 83(1996)-  47 16 46.47460(N)    068 25 35.91565(W)     ADJUSTED  
 SF0324* NAVD 88     -                                                        
 SF0324  ___________________________________________________________________
 SF0324  LAPLACE CORR-           5.09  (seconds)                    DEFLEC99
 SF0324  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 SF0324
 SF0324  HORZ ORDER  -  THIRD
 SF0324
 SF0324.The horizontal coordinates were established by classical geodetic methods
 SF0324.and adjusted by the National Geodetic Survey in March 1998..
 SF0324
 SF0324
 SF0324.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0324
 SF0324.The geoid height was determined by GEOID03.
 SF0324
 SF0324;                    North         East     Units Scale Factor Converg.
 SF0324;SPC ME E     -   401,504.917   305,549.497   MT  0.99990038   +0 03 14.0
 SF0324;UTM  19      - 5,236,392.567   543,361.822   MT  0.99962311   +0 25 16.5
 SF0324
 SF0324                          SUPERSEDED SURVEY CONTROL
 SF0324
 SF0324  NAD 83(1992)-  47 16 46.47018(N)    068 25 35.91207(W) AD(       ) 4
 SF0324  NAD 83(1986)-  47 16 46.47665(N)    068 25 35.90597(W) AD(       ) 4
 SF0324  NAD 27      -  47 16 46.33701(N)    068 25 37.74735(W) AD(       ) 3
 SF0324
 SF0324.Superseded values are not recommended for survey control.
 SF0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0324.See file dsdata.txt to determine how the superseded data were derived.
 SF0324
 SF0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN4336236393(NAD 83)
 SF0324
 SF0324  HISTORY     - Date     Condition        Report By
 SF0324  HISTORY     - 1954     MONUMENTED       CGS
 SF0324  HISTORY     - 1976     SEE DESCRIPTION  NGS
 SF0324
 SF0324                          STATION DESCRIPTION
 SF0324
 SF0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CRM)
 SF0324'THE MONUMENT WAS RECOVERED IN GOOD CONDITION.  THIS IS THE
 SF0324'SAME POINT AS UPPER FRENCHVILLE CHURCH SPIRE 1910.  A NEW
 SF0324'DESCRIPTION FOLLOWS.
 SF0324'
 SF0324'IT IS LOCATED IN UPPER FRENCHVILLE, MAINE AND IS THE TOP AND
 SF0324'CENTER OF THE SPIRE OF THE SAINTE LUCE CATHOLIC CHURCH.  THE
 SF0324'CHURCH HAS A FACADE OF COLORFUL STONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0364 ***********************************************************************
 SF0364  DESIGNATION -  S75 IBC 1910
 SF0364  PID         -  SF0364
 SF0364  STATE/COUNTY-  ME/AROOSTOOK
 SF0364  USGS QUAD   -  FRENCHVILLE (1986)
 SF0364
 SF0364                         *CURRENT SURVEY CONTROL
 SF0364  ___________________________________________________________________
 SF0364* NAD 83(1996)-  47 17 27.39937(N)    068 29 11.04545(W)     ADJUSTED  
 SF0364* NAVD 88     -       180.1    (meters)     591.     (feet)  VERTCON   
 SF0364  ___________________________________________________________________
 SF0364  LAPLACE CORR-           6.03  (seconds)                    DEFLEC99
 SF0364  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 SF0364
 SF0364  HORZ ORDER  -  THIRD
 SF0364
 SF0364.The horizontal coordinates were established by classical geodetic methods
 SF0364.and adjusted by the National Geodetic Survey in March 1998..
 SF0364.No horizontal observational check was made to the station.
 SF0364
 SF0364.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0364
 SF0364.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0364
 SF0364.The geoid height was determined by GEOID03.
 SF0364
 SF0364;                    North         East     Units Scale Factor Converg.
 SF0364;SPC ME E     -   402,766.122   301,028.516   MT  0.99990001   +0 00 36.0
 SF0364;UTM  19      - 5,237,624.415   538,834.113   MT  0.99961853   +0 22 38.6
 SF0364
 SF0364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0364!SPC ME E     -   0.99997557  x   0.99990001  =   0.99987558
 SF0364!UTM  19      -   0.99997557  x   0.99961853  =   0.99959411
 SF0364
 SF0364                          SUPERSEDED SURVEY CONTROL
 SF0364
 SF0364  NAD 83(1992)-  47 17 27.39457(N)    068 29 11.04199(W) AD(       ) 3
 SF0364  NAD 83(1986)-  47 17 27.40136(N)    068 29 11.03601(W) AD(       ) 3
 SF0364  NAD 27      -  47 17 27.25818(N)    068 29 12.87503(W) AD(       ) 3
 SF0364  NGVD 29 (07/19/86)  180.2    (m)          591.     (f) VERT ANG       
 SF0364
 SF0364.Superseded values are not recommended for survey control.
 SF0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0364.See file dsdata.txt to determine how the superseded data were derived.
 SF0364
 SF0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN3883437624(NAD 83)
 SF0364
 SF0364  HISTORY     - Date     Condition        Report By
 SF0364  HISTORY     - 1910     MONUMENTED       CGS
 SF0364  HISTORY     - 1976     SEE DESCRIPTION  NGS
 SF0364
 SF0364                          STATION DESCRIPTION
 SF0364
 SF0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CRM)
 SF0364'THE MONUMENT WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION
 SF0364'FOLLOWS.
 SF0364'
 SF0364'THE MONUMENT IS LOCATED ABOUT 3 MILES WEST-NORTHWEST OF UPPER
 SF0364'FRENCHVILLE, MAINE, IN A BRUSHY AREA ON THE NORTH SIDE OF A
 SF0364'PASTURE, AND ON PROPERTY OWNED BY MR. ALBERT DAIGLE.
 SF0364'
 SF0364'TO REACH FROM THE HOSPITAL IN FORT KENT, MAINE GO NORTH AND EAST
 SF0364'ON U.S. HIGHWAY 1 FOR 5.7 MILES TO A RAILROAD CROSSING.  CONTINUE
 SF0364'AHEAD, EAST, ON U.S. HIGHWAY 1 FOR 0.55 MILE TO A SIDE ROAD RIGHT,
 SF0364'JUST AFTER CROSSING DAIGLE BROOK.  TURN RIGHT, PASS ON THE EAST
 SF0364'SIDE OF A TWO-STORY HOUSE, AND GO SOUTH ON THE FIELD ROAD,
 SF0364'CROSSING A RAILROAD TRACK, FOR 0.2 MILE TO A Y-FORK.  TAKE THE
 SF0364'RIGHT FORK AND GO SOUTHWESTERLY, FORDING DAIGLE BROOK, FOR 0.15
 SF0364'MILE TO A FIELD ENTRANCE ON THE RIGHT, JUST BEFORE REACHING
 SF0364'THE TOP OF A GRADE.  TURN RIGHT INTO THE FIELD, THENCE TURN
 SF0364'RIGHT AND GO NORTHERLY, ALONG THE SOUTHERLY EDGE OF A FIELD
 SF0364'AND ACROSS A PASTURE, FOR 0.15 MILE TO THE MONUMENT.
 SF0364'
 SF0364'THE REFERENCE MONUMENT IS A 10-INCH SQUARE, CONCRETE SPIKE,
 SF0364'PYRAMID-SHAPED ON TOP, THAT PROJECTS 1 FOOT ABOVE A 3-FOOT
 SF0364'SQUARE, CONCRETE BASE.  OVERALL IT PROJECTS 2 FEET.  U.S., NO 75,
 SF0364'AND 1910 IS CAST IN THE CONCRETE BASE.  IT IS 64.8 FEET
 SF0364'NORTH-NORTHEAST OF A STEEL WITNESS POST WITH METAL SIGN
 SF0364'ATTACHED AND 3.54 METERS LOWER IN ELEVATION THAN REFERENCE
 SF0364'MONUMENT S-75A-76.
 SF0364'
 SF0364'A TRAVERSE TIE WAS MADE TO THIS MONUMENT FROM REFERENCE
 SF0364'MONUMENT S-75A-76, THE DISTANCE BEING 63.06 FEET OR 19.217 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0413 ***********************************************************************
 SF0413  DESIGNATION -  S86 IBC 1910
 SF0413  PID         -  SF0413
 SF0413  STATE/COUNTY-  ME/AROOSTOOK
 SF0413  USGS QUAD   -  FORT KENT NORTH (1985)
 SF0413
 SF0413                         *CURRENT SURVEY CONTROL
 SF0413  ___________________________________________________________________
 SF0413* NAD 83(1996)-  47 16 25.77857(N)    068 35 06.08628(W)     ADJUSTED  
 SF0413* NAVD 88     -       188.2    (meters)     617.     (feet)  VERTCON   
 SF0413  ___________________________________________________________________
 SF0413  LAPLACE CORR-           6.81  (seconds)                    DEFLEC99
 SF0413  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 SF0413
 SF0413  HORZ ORDER  -  THIRD
 SF0413
 SF0413.The horizontal coordinates were established by classical geodetic methods
 SF0413.and adjusted by the National Geodetic Survey in March 1998..
 SF0413.No horizontal observational check was made to the station.
 SF0413
 SF0413.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0413.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0413
 SF0413.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0413
 SF0413.The geoid height was determined by GEOID03.
 SF0413
 SF0413;                    North         East     Units Scale Factor Converg.
 SF0413;SPC ME E     -   400,866.736   293,567.173   MT  0.99990051   -0 03 44.9
 SF0413;UTM  19      - 5,235,677.783   531,387.224   MT  0.99961211   +0 18 17.4
 SF0413
 SF0413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0413!SPC ME E     -   0.99997433  x   0.99990051  =   0.99987484
 SF0413!UTM  19      -   0.99997433  x   0.99961211  =   0.99958645
 SF0413
 SF0413                          SUPERSEDED SURVEY CONTROL
 SF0413
 SF0413  NAD 83(1992)-  47 16 25.77296(N)    068 35 06.08293(W) AD(       ) 3
 SF0413  NAD 83(1986)-  47 16 25.77988(N)    068 35 06.07725(W) AD(       ) 3
 SF0413  NAD 27      -  47 16 25.63975(N)    068 35 07.91179(W) AD(       ) 3
 SF0413  NGVD 29 (07/19/86)  188.3    (m)          618.     (f) VERT ANG       
 SF0413
 SF0413.Superseded values are not recommended for survey control.
 SF0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0413.See file dsdata.txt to determine how the superseded data were derived.
 SF0413
 SF0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN3138735678(NAD 83)
 SF0413
 SF0413  HISTORY     - Date     Condition        Report By
 SF0413  HISTORY     - 1910     MONUMENTED       CGS
 SF0413  HISTORY     - 1976     SEE DESCRIPTION  NGS
 SF0413
 SF0413                          STATION DESCRIPTION
 SF0413
 SF0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CRM)
 SF0413'THE MONUMENT WAS RECOVERED IN POOR CONDITION.  REFERENCE
 SF0413'MONUMENT S-86-76 WAS ESTABLISHED IN THE IMMEDIATE
 SF0413'VICINITY.  (SEE DESCRIPTION THEREOF.) A TRAVERSE TIE WAS MADE
 SF0413'TO THIS MONUMENT FROM REFERENCE MONUMENT S-86-76, THE DISTANCE
 SF0413'BEING 23.59 FEET OR 7.190 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0375 ***********************************************************************
 SF0375  DESIGNATION -  S88 IBC 1910
 SF0375  PID         -  SF0375
 SF0375  STATE/COUNTY-  ME/AROOSTOOK
 SF0375  USGS QUAD   -  FORT KENT NORTH (1985)
 SF0375
 SF0375                         *CURRENT SURVEY CONTROL
 SF0375  ___________________________________________________________________
 SF0375* NAD 83(1996)-  47 15 36.21936(N)    068 35 15.35364(W)     ADJUSTED  
 SF0375* NAVD 88     -       197.5    (meters)     648.     (feet)  VERTCON   
 SF0375  ___________________________________________________________________
 SF0375  LAPLACE CORR-           7.05  (seconds)                    DEFLEC99
 SF0375  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 SF0375
 SF0375  HORZ ORDER  -  SECOND
 SF0375
 SF0375.The horizontal coordinates were established by classical geodetic methods
 SF0375.and adjusted by the National Geodetic Survey in March 1998..
 SF0375
 SF0375.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0375
 SF0375.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0375
 SF0375.The geoid height was determined by GEOID03.
 SF0375
 SF0375;                    North         East     Units Scale Factor Converg.
 SF0375;SPC ME E     -   399,336.606   293,370.688   MT  0.99990054   -0 03 51.6
 SF0375;UTM  19      - 5,234,146.867   531,200.605   MT  0.99961196   +0 18 10.4
 SF0375
 SF0375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0375!SPC ME E     -   0.99997287  x   0.99990054  =   0.99987342
 SF0375!UTM  19      -   0.99997287  x   0.99961196  =   0.99958484
 SF0375
 SF0375|---------------------------------------------------------------------|
 SF0375| PID    Reference Object                     Distance      Geod. Az  |
 SF0375|                                                           dddmmss.s |
 SF0375| SF0376 BOUND                                 5.093 METERS 07501     |
 SF0375| SF0440 LEDGES                              APPROX. 9.6 KM 2454259.5 |
 SF0375|---------------------------------------------------------------------|
 SF0375
 SF0375                          SUPERSEDED SURVEY CONTROL
 SF0375
 SF0375  NAD 83(1992)-  47 15 36.21370(N)    068 35 15.35017(W) AD(       ) 2
 SF0375  NAD 83(1986)-  47 15 36.22058(N)    068 35 15.34480(W) AD(       ) 2
 SF0375  NAD 27      -  47 15 36.08031(N)    068 35 17.18134(W) AD(       ) 2
 SF0375  NGVD 29 (07/19/86)  197.6    (m)          648.     (f) VERT ANG       
 SF0375
 SF0375.Superseded values are not recommended for survey control.
 SF0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0375.See file dsdata.txt to determine how the superseded data were derived.
 SF0375
 SF0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN3120134147(NAD 83)
 SF0375_MARKER: V = STONE MONUMENT
 SF0375_SETTING: 0 = UNSPECIFIED SETTING
 SF0375_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0375
 SF0375  HISTORY     - Date     Condition        Report By
 SF0375  HISTORY     - 1910     MONUMENTED       IBC
 SF0375  HISTORY     - 1960     GOOD             CGS
 SF0375  HISTORY     - 1976     GOOD             NGS
 SF0375
 SF0375                          STATION DESCRIPTION
 SF0375
 SF0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HRL)
 SF0375'STATION IS LOCATED IN THE NORTHEAST EDGE OF FORT KENT, ABOUT 0.2
 SF0375'MILE NORTH-NORTHEAST OF THE RAILROAD STATION.
 SF0375'
 SF0375'IT IS A CONCRETE MONUMENT, PYRAMID IN SHAPE, WITH A 3X3 FOOT BASE
 SF0375'AND IS ABOUT 2 FEET HIGH.
 SF0375'
 SF0375'A TIE WAS MADE BY TRAVERSE TO STATION BOUND WITH AN UNSTANDARDIZED
 SF0375'TAPE DUE TO THE BAD CONDITION OF THE MONUMENT.
 SF0375
 SF0375                          STATION RECOVERY (1976)
 SF0375
 SF0375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CRM)
 SF0375'THE MONUMENT WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION
 SF0375'FOLLOWS.
 SF0375'
 SF0375'THE MONUMENT IS LOCATED IN THE NORTHEAST PART OF FT. KENT,
 SF0375'MAINE, ON THE WEST SLOPE OF A HILL THAT IS COVERED WITH BRUSH AND
 SF0375'TREES, AT THE NORTHEAST EDGE OF A SMALL, BRUSHY CLEARING THAT HAS
 SF0375'TWO SMALL APPLE TREES AT ITS SOUTHEAST EDGE, AND ON PROPERTY OWNED
 SF0375'BY MR. JOE CONNON.
 SF0375'
 SF0375'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 1 AND HIGHWAY 161
 SF0375'THAT IS NEAR THE RAILROAD STATION IN FT. KENT, GO NORTHEAST ON
 SF0375'U.S. HIGHWAY 1 FOR 0.15 MILE, CROSSING THE RAILROAD TRACKS, TO
 SF0375'THE THIRD SIDE STREET ON THE RIGHT.  TURN RIGHT AND GO
 SF0375'EAST-NORTHEAST FOR 0.05 MILE TO A POINT WHERE THE STREET TURNS TO
 SF0375'THE LEFT.  BEAR LEFT AND GO NORTH FOR ABOUT 150 FEET TO A DIM
 SF0375'PATH ON THE RIGHT.  THIS IS ABOUT 45 FEET SOUTH OF POWER POLE
 SF0375'NO. 57-8.  PACK EASTERLY ALONG THE PATH FOR ABOUT 200 FEET
 SF0375'TO THE MONUMENT.
 SF0375'
 SF0375'THE REFERENCE MONUMENT IS A 12-INCH SQUARE, CONCRETE POST THAT
 SF0375'PROJECTS 6 INCHES ABOVE A 3-FOOT SQUARE, CONCRETE BASE.  OVERALL
 SF0375'IT PROJECTS 2 FEET.  U.S. NO 88 IS CAST IN THE CONCRETE
 SF0375'BASE.  IT IS 7.96 METERS WEST-SOUTHWEST OF A 6 INCH IN DIAMETER
 SF0375'SPRUCE TREE THAT HAS A WITNESS POST SIGN NAILED TO IT AND 4.0
 SF0375'METERS SOUTH OF A SHALLOW DITCH.
 SF0375'
 SF0375'BOUND (NGS) 1960, STAMPED BOUND 1960, IS A U.S. COAST AND
 SF0375'GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE
 SF0375'POST THAT IS FLUSH WITH THE GROUND.  IT IS 2.86 METERS
 SF0375'WEST-SOUTHWEST OF THE SPRUCE TREE WITH THE WITNESS POST SIGN,
 SF0375'2.7 METERS SOUTH OF THE SHALLOW DITCH, AND 0.39 METER LOWER THAN
 SF0375'THE REFERENCE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0430 ***********************************************************************
 SF0430  DESIGNATION -  S89 IBC 1910
 SF0430  PID         -  SF0430
 SF0430  STATE/COUNTY-  ME/AROOSTOOK
 SF0430  USGS QUAD   -  FORT KENT SOUTH (1985)
 SF0430
 SF0430                         *CURRENT SURVEY CONTROL
 SF0430  ___________________________________________________________________
 SF0430* NAD 83(1996)-  47 14 47.92014(N)    068 35 12.78195(W)     ADJUSTED  
 SF0430* NAVD 88     -       188.3    (meters)     618.     (feet)  VERTCON   
 SF0430  ___________________________________________________________________
 SF0430  LAPLACE CORR-           6.93  (seconds)                    DEFLEC99
 SF0430  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 SF0430
 SF0430  HORZ ORDER  -  THIRD
 SF0430
 SF0430.The horizontal coordinates were established by classical geodetic methods
 SF0430.and adjusted by the National Geodetic Survey in March 1998..
 SF0430
 SF0430.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0430
 SF0430.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0430
 SF0430.The geoid height was determined by GEOID03.
 SF0430
 SF0430;                    North         East     Units Scale Factor Converg.
 SF0430;SPC ME E     -   397,845.110   293,423.089   MT  0.99990053   -0 03 49.7
 SF0430;UTM  19      - 5,232,656.168   531,262.545   MT  0.99961201   +0 18 12.0
 SF0430
 SF0430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0430!SPC ME E     -   0.99997431  x   0.99990053  =   0.99987485
 SF0430!UTM  19      -   0.99997431  x   0.99961201  =   0.99958633
 SF0430
 SF0430                          SUPERSEDED SURVEY CONTROL
 SF0430
 SF0430  NAD 83(1992)-  47 14 47.91456(N)    068 35 12.77829(W) AD(       ) 3
 SF0430  NAD 83(1986)-  47 14 47.92139(N)    068 35 12.77308(W) AD(       ) 3
 SF0430  NAD 27      -  47 14 47.78109(N)    068 35 14.61024(W) AD(       ) 3
 SF0430  NGVD 29 (07/19/86)  188.4    (m)          618.     (f) VERT ANG       
 SF0430
 SF0430.Superseded values are not recommended for survey control.
 SF0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0430.See file dsdata.txt to determine how the superseded data were derived.
 SF0430
 SF0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN3126332656(NAD 83)
 SF0430
 SF0430  HISTORY     - Date     Condition        Report By
 SF0430  HISTORY     - 1910     MONUMENTED       CGS
 SF0430  HISTORY     - 1976     SEE DESCRIPTION  NGS
 SF0430
 SF0430                          STATION DESCRIPTION
 SF0430
 SF0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CRM)
 SF0430'THE MONUMENT WAS RECOVERED IN FAIR CONDITION.  REFERENCE
 SF0430'MONUMENT S-89A-76 WAS ESTABLISHED IN THE IMMEDIATE
 SF0430'VICINITY.  (SEE DESCRIPTION THEREOF.) A NEW DESCRIPTION FOLLOWS.
 SF0430'
 SF0430'THE MONUMENT IS LOCATED IN THE SOUTHEAST PART OF FT. KENT,
 SF0430'MAINE, ON THE NORTH SLOPE OF A WOODED HILL, AT THE SOUTH EDGE
 SF0430'OF A BRUSHY FIELD, AND ON PROPERTY OWNED BY MR. JOHN DAIGLE.
 SF0430'
 SF0430'TO REACH FROM THE INTERSECTION OF MAIN STREET (U.S. HIGHWAY 1)
 SF0430'AND PLEASANT STREET (STATE HIGHWAY 11) IN FT. KENT, GO
 SF0430'EAST-SOUTHEAST ON PLEASANT STREET FOR 0.45 MILE TO THE DAIGLE
 SF0430'RESIDENCE, A THREE-STORY, RED HOUSE, ON THE RIGHT SIDE OF THE
 SF0430'STREET.  THIS IS JUST AFTER CROSSING A RAILROAD TRACK.  FROM THE
 SF0430'REAR OF THE HOUSE, PACK SOUTHERLY, ALONG A PATH AND UP A STEEP
 SF0430'GRADE, FOR ABOUT 0.15 MILE TO THE MONUMENT.
 SF0430'
 SF0430'THE REFERENCE MONUMENT IS A 10-INCH SQUARE, CONCRETE SPIKE,
 SF0430'PYRAMID-SHAPED ON TOP, THAT PROJECTS 10 INCHES ABOVE A 3-FOOT
 SF0430'SQUARE, CONCRETE BASE.  OVERALL IT PROJECTS 3 FEET.  U.S.,
 SF0430'NO 89, AND 191O IS CAST IN THE CONCRETE BASE.  IT IS 35.1 FEET
 SF0430'SOUTHEAST OF A STEEL WITNESS POST WITH METAL SIGN ATTACHED AND
 SF0430'1.77 METERS HIGHER THAN REFERENCE MONUMENT S-89A-76.
 SF0430'
 SF0430'A TRAVERSE TIE WAS MADE TO THIS MONUMENT FROM REFERENCE
 SF0430'MONUMENT S-89A-76, THE DISTANCE BEING 34.33 FEET OR 10.463
 SF0430'METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0431 ***********************************************************************
 SF0431  DESIGNATION -  S89A IBC 1976
 SF0431  PID         -  SF0431
 SF0431  STATE/COUNTY-  ME/AROOSTOOK
 SF0431  USGS QUAD   -  FORT KENT SOUTH (1985)
 SF0431
 SF0431                         *CURRENT SURVEY CONTROL
 SF0431  ___________________________________________________________________
 SF0431* NAD 83(1996)-  47 14 48.20225(N)    068 35 13.05760(W)     ADJUSTED  
 SF0431* NAVD 88     -       186.6    (meters)     612.     (feet)  VERTCON   
 SF0431  ___________________________________________________________________
 SF0431  LAPLACE CORR-           6.93  (seconds)                    DEFLEC99
 SF0431  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 SF0431
 SF0431  HORZ ORDER  -  SECOND
 SF0431
 SF0431.The horizontal coordinates were established by classical geodetic methods
 SF0431.and adjusted by the National Geodetic Survey in March 1998..
 SF0431
 SF0431.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0431
 SF0431.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0431
 SF0431.The geoid height was determined by GEOID03.
 SF0431
 SF0431;                    North         East     Units Scale Factor Converg.
 SF0431;SPC ME E     -   397,853.828   293,417.303   MT  0.99990053   -0 03 49.9
 SF0431;UTM  19      - 5,232,664.846   531,256.705   MT  0.99961201   +0 18 11.8
 SF0431
 SF0431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0431!SPC ME E     -   0.99997458  x   0.99990053  =   0.99987511
 SF0431!UTM  19      -   0.99997458  x   0.99961201  =   0.99958660
 SF0431
 SF0431|---------------------------------------------------------------------|
 SF0431| PID    Reference Object                     Distance      Geod. Az  |
 SF0431|                                                           dddmmss.s |
 SF0431| SF0430 S89 IBC 1910                         10.464 METERS 14622     |
 SF0431| SF0432 S89A IBC 1976 RM 1 1976               7.379 METERS 22421     |
 SF0431| SF0400 FT KENT CATH CH SP IBC 1976         APPROX. 0.9 KM 3354704.9 |
 SF0431| SF0375 S88 IBC 1910                        APPROX. 1.5 KM 3580807.8 |
 SF0431|---------------------------------------------------------------------|
 SF0431
 SF0431                          SUPERSEDED SURVEY CONTROL
 SF0431
 SF0431  NAD 83(1992)-  47 14 48.19667(N)    068 35 13.05394(W) AD(       ) 2
 SF0431  NAD 83(1986)-  47 14 48.20350(N)    068 35 13.04873(W) AD(       ) 2
 SF0431  NAD 27      -  47 14 48.06325(N)    068 35 14.88593(W) AD(       ) 2
 SF0431  NGVD 29 (07/19/86)  186.7    (m)          613.     (f) VERT ANG       
 SF0431
 SF0431.Superseded values are not recommended for survey control.
 SF0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0431.See file dsdata.txt to determine how the superseded data were derived.
 SF0431
 SF0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN3125732665(NAD 83)
 SF0431_MARKER: Z = SEE DESCRIPTION
 SF0431_SETTING: 0 = UNSPECIFIED SETTING
 SF0431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0431
 SF0431  HISTORY     - Date     Condition        Report By
 SF0431  HISTORY     - 1976     MONUMENTED       IBC
 SF0431
 SF0431                          STATION DESCRIPTION
 SF0431
 SF0431'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1976 (CRM)
 SF0431'THE MONUMENT IS LOCATED IN THE SOUTHEAST PART OF FT. KENT,
 SF0431'MAINE, ON THE NORTH SLOPE OF A WOODED HILL, AT THE SOUTH EDGE
 SF0431'OF A BRUSHY FIELD, AND ON PROPERTY OWNED BY MR. JOHN DAIGLE.
 SF0431'
 SF0431'TO REACH FROM INTERSECTION OF MAIN STREET (U.S. HIGHWAY 1) AND
 SF0431'PLEASANT STREET (STATE HIGHWAY 11) IN FT. KENT, GO
 SF0431'EAST-SOUTHEAST ON PLEASANT STREET FOR 0.45 MILE TO THE DAIGLE
 SF0431'RESIDENCE, A THREE-STORY, RED HOUSE, ON THE RIGHT SIDE OF THE
 SF0431'STREET.  THIS IS JUST AFTER CROSSING A RAILROAD TRACK.  FROM
 SF0431'THE REAR OF THE HOUSE, PACK SOUTHERLY, ALONG A PATH AND UP A
 SF0431'STEEP GRADE, FOR ABOUT 0.15 MILE TO THE MONUMENT.
 SF0431'
 SF0431'THE REFERENCE MONUMENT, STAMPED S-89A-76 1976, IS A BRONZE,
 SF0431'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL,
 SF0431'CONCRETE POST THAT IS 18 INCHES IN DIAMETER AND FLUSH WITH THE
 SF0431'GROUND.  IT IS 5.8 FEET SOUTHWEST OF A STEEL WITNESS POST WITH
 SF0431'METAL SIGN ATTACHED.
 SF0431'
 SF0431'REFERENCE MONUMENT S-89 IS A 10-INCH SQUARE, CONCRETE SPIKE,
 SF0431'PYRAMID-SHAPED ON TOP, THAT PROJECTS 10 INCHES ABOVE A 3-FOOT
 SF0431'SQUARE, CONCRETE BASE.  OVERALL IT PROJECTS 3 FEET.  U.S.,
 SF0431'NO 89, AND 1910 IS CAST IN THE CONCRETE BASE.  IT IS 35.1 FEET
 SF0431'SOUTHEAST OF THE WITNESS POST AND 1.77 METERS HIGHER THAN
 SF0431'REFERENCE MONUMENT S-89A-76.
 SF0431'
 SF0431'REFERENCE MARK 1, STAMPED S-89A-76 1 1976, IS A BRONZE,
 SF0431'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0431'POST THAT IS 12 INCHES IN DIAMETER AND FLUSH WITH THE
 SF0431'GROUND.  IT IS 29.9 FEET SOUTHWEST OF THE WITNESS POST AND 0.14
 SF0431'METER LOWER THAN REFERENCE MONUMENT S-89A-76.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0432 ***********************************************************************
 SF0432  DESIGNATION -  S89A IBC 1976 RM 1 1976
 SF0432  PID         -  SF0432
 SF0432  STATE/COUNTY-  ME/AROOSTOOK
 SF0432  USGS QUAD   -  FORT KENT SOUTH (1985)
 SF0432
 SF0432                         *CURRENT SURVEY CONTROL
 SF0432  ___________________________________________________________________
 SF0432* NAD 83(1996)-  47 14 48.03137(N)    068 35 13.30288(W)     ADJUSTED  
 SF0432* NAVD 88     -       186.4    (meters)     612.     (feet)  VERTCON   
 SF0432  ___________________________________________________________________
 SF0432  LAPLACE CORR-           6.93  (seconds)                    DEFLEC99
 SF0432  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 SF0432
 SF0432  HORZ ORDER  -  SECOND
 SF0432
 SF0432.The horizontal coordinates were established by classical geodetic methods
 SF0432.and adjusted by the National Geodetic Survey in March 1998..
 SF0432
 SF0432.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0432
 SF0432.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0432
 SF0432.The geoid height was determined by GEOID03.
 SF0432
 SF0432;                    North         East     Units Scale Factor Converg.
 SF0432;SPC ME E     -   397,848.557   293,412.139   MT  0.99990053   -0 03 50.1
 SF0432;UTM  19      - 5,232,659.544   531,251.577   MT  0.99961200   +0 18 11.7
 SF0432
 SF0432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0432!SPC ME E     -   0.99997461  x   0.99990053  =   0.99987514
 SF0432!UTM  19      -   0.99997461  x   0.99961200  =   0.99958662
 SF0432
 SF0432|---------------------------------------------------------------------|
 SF0432| PID    Reference Object                     Distance      Geod. Az  |
 SF0432|                                                           dddmmss.s |
 SF0432| SF0431 S89A IBC 1976                         7.379 METERS 04421     |
 SF0432| SF0375 S88 IBC 1910                        APPROX. 1.5 KM 3582025.7 |
 SF0432|---------------------------------------------------------------------|
 SF0432
 SF0432                          SUPERSEDED SURVEY CONTROL
 SF0432
 SF0432  NAD 83(1992)-  47 14 48.02578(N)    068 35 13.29922(W) AD(       ) 2
 SF0432  NAD 83(1986)-  47 14 48.03261(N)    068 35 13.29400(W) AD(       ) 2
 SF0432  NAD 27      -  47 14 47.89233(N)    068 35 15.13125(W) AD(       ) 2
 SF0432  NGVD 29 (07/19/86)  186.5    (m)          612.     (f) VERT ANG       
 SF0432
 SF0432.Superseded values are not recommended for survey control.
 SF0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0432.See file dsdata.txt to determine how the superseded data were derived.
 SF0432
 SF0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN3125232660(NAD 83)
 SF0432_MARKER: Z = SEE DESCRIPTION
 SF0432_SETTING: 0 = UNSPECIFIED SETTING
 SF0432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0432
 SF0432  HISTORY     - Date     Condition        Report By
 SF0432  HISTORY     - 1976     MONUMENTED       IBC
 SF0432
 SF0432                          STATION DESCRIPTION
 SF0432
 SF0432'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1976 (CRM)
 SF0432'THE STATION IS LOCATED IN THE SOUTHEAST PART OF FT. KENT,
 SF0432'MAINE, ON THE NORTH SLOPE OF A WOODED HILL, AT THE SOUTH EDGE
 SF0432'OF A BRUSHY FIELD, AND ON PROPERTY OWNED BY MR. JOHN DAIGLE.
 SF0432'
 SF0432'TO REACH FROM THE INTERSECTION OF MAIN STREET (U.S. HIGHWAY 1)
 SF0432'AND PLEASANT STREET (STATE HIGHWAY 11) IN FT. KENT, GO
 SF0432'EAST-SOUTHEAST ON PLEASANT STREET FOR 0.45 MILE TO THE DAIGLE
 SF0432'RESIDENCE, A THREE-STORY, RED HOUSE, ON THE RIGHT SIDE OF THE
 SF0432'STREET.  THIS IS JUST AFTER CROSSING A RAILROAD TRACK.  FROM
 SF0432'THE REAR OF THE HOUSE, PACK SOUTHERLY, ALONG A PATH AND UP A
 SF0432'STEEP GRADE, FOR ABOUT 0.15 MILE TO THE STATION.
 SF0432'
 SF0432'THE STATION MARK, STAMPED S-89A-76 1 1976, IS A BRONZE,
 SF0432'REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 SF0432'POST THAT IS 12 INCHES IN DIAMETER AND FLUSH WITH THE
 SF0432'GROUND.  IT IS 29.9 FEET SOUTHWEST OF A STEEL WITNESS POST
 SF0432'WITH METAL SIGN ATTACHED.
 SF0432'
 SF0432'REFERENCE MONUMENT S-89A-76, STAMPED S-89A-76 1976, IS A
 SF0432'BRONZE, REFERENCE MONUMENT DISK SET IN THE TOP OF A
 SF0432'CYLINDRICAL, CONCRETE POST THAT IS 18 INCHES IN DIAMETER AND
 SF0432'FLUSH WITH THE GROUND.  IT IS 5.8 FEET SOUTHWEST OF THE WITNESS
 SF0432'POST AND 0.14 METER HIGHER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0427 ***********************************************************************
 SF0427  DESIGNATION -  S90 IBC 1951
 SF0427  PID         -  SF0427
 SF0427  STATE/COUNTY-  ME/AROOSTOOK
 SF0427  USGS QUAD   -  FORT KENT SOUTH (1985)
 SF0427
 SF0427                         *CURRENT SURVEY CONTROL
 SF0427  ___________________________________________________________________
 SF0427* NAD 83(1996)-  47 14 40.59970(N)    068 36 15.79520(W)     ADJUSTED  
 SF0427* NAVD 88     -       184.7    (meters)     606.     (feet)  VERTCON   
 SF0427  ___________________________________________________________________
 SF0427  LAPLACE CORR-           6.22  (seconds)                    DEFLEC99
 SF0427  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 SF0427
 SF0427  HORZ ORDER  -  SECOND
 SF0427
 SF0427.The horizontal coordinates were established by classical geodetic methods
 SF0427.and adjusted by the National Geodetic Survey in March 1998..
 SF0427
 SF0427.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0427
 SF0427.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0427
 SF0427.The geoid height was determined by GEOID03.
 SF0427
 SF0427;                    North         East     Units Scale Factor Converg.
 SF0427;SPC ME E     -   397,620.686   292,097.798   MT  0.99990077   -0 04 35.9
 SF0427;UTM  19      - 5,232,423.324   529,939.102   MT  0.99961102   +0 17 25.7
 SF0427
 SF0427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0427!SPC ME E     -   0.99997489  x   0.99990077  =   0.99987566
 SF0427!UTM  19      -   0.99997489  x   0.99961102  =   0.99958592
 SF0427
 SF0427|---------------------------------------------------------------------|
 SF0427| PID    Reference Object                     Distance      Geod. Az  |
 SF0427|                                                           dddmmss.s |
 SF0427| SF0426 S90 IBC 1951 A PT 1976               10.719 METERS 12146     |
 SF0427| SF0424 REFERENCE MON S 90 RM 1             398.397 METERS 16650     |
 SF0427|---------------------------------------------------------------------|
 SF0427
 SF0427                          SUPERSEDED SURVEY CONTROL
 SF0427
 SF0427  NAD 83(1992)-  47 14 40.59398(N)    068 36 15.79147(W) AD(       ) 2
 SF0427  NAD 83(1986)-  47 14 40.60094(N)    068 36 15.78629(W) AD(       ) 2
 SF0427  NAD 27      -  47 14 40.46097(N)    068 36 17.62187(W) AD(       ) 2
 SF0427  NGVD 29 (07/19/86)  184.8    (m)          606.     (f) VERT ANG       
 SF0427
 SF0427.Superseded values are not recommended for survey control.
 SF0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0427.See file dsdata.txt to determine how the superseded data were derived.
 SF0427
 SF0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN2993932423(NAD 83)
 SF0427
 SF0427  HISTORY     - Date     Condition        Report By
 SF0427  HISTORY     - 1976     MONUMENTED       IBC
 SF0427
 SF0427                          STATION DESCRIPTION
 SF0427
 SF0427'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1976 (CRM)
 SF0427'THE STATION MARK IS A NAIL IN A WOODEN STAKE AND IS NOT
 SF0427'RECOVERABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0425 ***********************************************************************
 SF0425  DESIGNATION -  S90 IBC 1976
 SF0425  PID         -  SF0425
 SF0425  STATE/COUNTY-  ME/AROOSTOOK
 SF0425  USGS QUAD   -  FORT KENT SOUTH (1985)
 SF0425
 SF0425                         *CURRENT SURVEY CONTROL
 SF0425  ___________________________________________________________________
 SF0425* NAD 83(1996)-  47 14 28.16271(N)    068 36 11.79016(W)     ADJUSTED  
 SF0425* NAVD 88     -       198.4    (meters)     651.     (feet)  VERTCON   
 SF0425  ___________________________________________________________________
 SF0425  LAPLACE CORR-           6.36  (seconds)                    DEFLEC99
 SF0425  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 SF0425
 SF0425  HORZ ORDER  -  SECOND
 SF0425
 SF0425.The horizontal coordinates were established by classical geodetic methods
 SF0425.and adjusted by the National Geodetic Survey in March 1998..
 SF0425
 SF0425.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0425
 SF0425.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0425
 SF0425.The geoid height was determined by GEOID03.
 SF0425
 SF0425;                    North         East     Units Scale Factor Converg.
 SF0425;SPC ME E     -   397,236.532   292,181.508   MT  0.99990075   -0 04 33.0
 SF0425;UTM  19      - 5,232,039.825   530,025.247   MT  0.99961108   +0 17 28.6
 SF0425
 SF0425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0425!SPC ME E     -   0.99997274  x   0.99990075  =   0.99987349
 SF0425!UTM  19      -   0.99997274  x   0.99961108  =   0.99958383
 SF0425
 SF0425                          SUPERSEDED SURVEY CONTROL
 SF0425
 SF0425  NAD 83(1992)-  47 14 28.15702(N)    068 36 11.78639(W) AD(       ) 2
 SF0425  NAD 83(1986)-  47 14 28.16396(N)    068 36 11.78125(W) AD(       ) 2
 SF0425  NAD 27      -  47 14 28.02406(N)    068 36 13.61732(W) AD(       ) 2
 SF0425  NGVD 29 (07/19/86)  198.5    (m)          651.     (f) VERT ANG       
 SF0425
 SF0425.Superseded values are not recommended for survey control.
 SF0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0425.See file dsdata.txt to determine how the superseded data were derived.
 SF0425
 SF0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN3002532040(NAD 83)
 SF0425_MARKER: Z = SEE DESCRIPTION
 SF0425_SETTING: 0 = UNSPECIFIED SETTING
 SF0425_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0425
 SF0425  HISTORY     - Date     Condition        Report By
 SF0425  HISTORY     - 1976     MONUMENTED       IBC
 SF0425
 SF0425                          STATION DESCRIPTION
 SF0425
 SF0425'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1976 (CRM)
 SF0425'THE MONUMENT IS LOCATED ABOUT 1/2 MILE SOUTHWEST OF FT. KENT,
 SF0425'MAINE, ON THE NORTH SLOPE OF A RIDGE, AT THE EAST EDGE OF A
 SF0425'WOODED AREA, AT THE WEST EDGE OF A FIELD, AND ON PROPERTY
 SF0425'OWNED BY THE ESTCOVITZ POTATO CO.
 SF0425'
 SF0425'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE HIGHWAY
 SF0425'161 NEAR THE RAILROAD STATION IN FT. KENT, GO WESTERLY ON
 SF0425'U.S. HIGHWAY 1 AND STATE HIGHWAY 161, (U.S. HIGHWAY 1 ENDS AT
 SF0425'1.0 MILE), FOR 1.3 MILES TO A SIDE STREET LEFT.  TURN LEFT AND
 SF0425'GO SOUTH FOR 0.05 MILE TO A 3-WAY FORK.  TAKE THE MIDDLE FORK
 SF0425'AND CONTINUE SOUTHERLY FOR 0.1 MILE TO A Y-FORK.  TAKE THE LEFT
 SF0425'FORK, SOUTHERLY, FOR 0.1 MILE TO A 3-WAY FORK ON THE SOUTH SIDE
 SF0425'OF A BARN.  TAKE THE LEFT FORK AND GO SOUTH AND SOUTHEAST,
 SF0425'ALONG THE EAST EDGE OF A WOODED AREA, FOR 0.15 MILE TO THE
 SF0425'MONUMENT ON THE RIGHT, SOUTHWEST, SIDE OF THE ROAD.
 SF0425'
 SF0425'THE REFERENCE MONUMENT, STAMPED S-90-76 1976, IS A BRONZE,
 SF0425'REFERENCE MONUMENT DISK SET IN THE TOP OF A CYLINDRICAL,
 SF0425'CONCRETE POST THAT IS 18 INCHES IN DIAMETER AND FLUSH WITH THE
 SF0425'GROUND.  IT IS 18 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD,
 SF0425'5.5 FEET NORTH OF A STEEL WITNESS POST WITH METAL SIGN ATTACHED,
 SF0425'AND 0.94 METER LOWER THAN REFERENCE MONUMENT S-90-76 REFERENCE
 SF0425'MARK 1 1976.
 SF0425'
 SF0425'A TRAVERSE TIE WAS MADE TO THIS MONUMENT FROM REFERENCE
 SF0425'MONUMENT S-90-76 REFERENCE MARK 1 1976, THE DISTANCE BEING 24.75
 SF0425'FEET OR 7.543 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1875 ***********************************************************************
 OC1875  DESIGNATION -  SACO HILL 1868
 OC1875  PID         -  OC1875
 OC1875  STATE/COUNTY-  ME/CUMBERLAND
 OC1875  USGS QUAD   -  PROUTS NECK (1978)
 OC1875
 OC1875                         *CURRENT SURVEY CONTROL
 OC1875  ___________________________________________________________________
 OC1875* NAD 83(1996)-  43 33 09.46060(N)    070 21 33.86918(W)     ADJUSTED  
 OC1875* NAVD 88     -        43.     (meters)     141.     (feet)  SCALED    
 OC1875  ___________________________________________________________________
 OC1875  LAPLACE CORR-           3.56  (seconds)                    DEFLEC99
 OC1875  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 OC1875
 OC1875  HORZ ORDER  -  THIRD
 OC1875
 OC1875.The horizontal coordinates were established by classical geodetic methods
 OC1875.and adjusted by the National Geodetic Survey in March 1998..
 OC1875
 OC1875.The orthometric height was scaled from a topographic map.
 OC1875
 OC1875.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1875
 OC1875.The geoid height was determined by GEOID03.
 OC1875
 OC1875;                    North         East     Units Scale Factor Converg.
 OC1875;SPC ME W     -    79,926.498   884,425.776   MT  0.99996965   -0 07 58.1
 OC1875;UTM  19      - 4,823,083.791   390,194.530   MT  0.99974831   -0 56 12.3
 OC1875
 OC1875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1875!SPC ME W     -   0.99999740  x   0.99996965  =   0.99996705
 OC1875!UTM  19      -   0.99999740  x   0.99974831  =   0.99974571
 OC1875
 OC1875:                Primary Azimuth Mark                     Grid Az
 OC1875:SPC ME W     -  RICHMOND ISLAND HOUSE CUPOLA             096 10 18.5
 OC1875:UTM  19      -  RICHMOND ISLAND HOUSE CUPOLA             096 58 32.7
 OC1875
 OC1875|---------------------------------------------------------------------|
 OC1875| PID    Reference Object                     Distance      Geod. Az  |
 OC1875|                                                           dddmmss.s |
 OC1875| OC1595 RICHMOND ISLAND HOUSE CUPOLA        APPROX. 9.8 KM 0960220.4 |
 OC1875| OC2002 POOL CUPOLA OF OLD WAREHOUSE        APPROX.11.8 KM 1781800.9 |
 OC1875| OC2001 EAGLE ISLAND TREE                   APPROX. 8.1 KM 1795241.8 |
 OC1875| OC1917 STAPLES CUPOLA                      APPROX. 4.2 KM 2011402.7 |
 OC1875| OC2038 OAKRIDGE                            APPROX.13.3 KM 2092754.7 |
 OC1875| OC1872 BLUE POINT HILL RESET                 6.577 METERS 31620     |
 OC1875|---------------------------------------------------------------------|
 OC1875
 OC1875                          SUPERSEDED SURVEY CONTROL
 OC1875
 OC1875  NAD 83(1992)-  43 33 09.45910(N)    070 21 33.87032(W) AD(       ) 3
 OC1875  NAD 83(1986)-  43 33 09.46514(N)    070 21 33.87593(W) AD(       ) 3
 OC1875  NAD 27      -  43 33 09.18300(N)    070 21 35.73200(W) AD(       ) 3
 OC1875
 OC1875.Superseded values are not recommended for survey control.
 OC1875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1875.See file dsdata.txt to determine how the superseded data were derived.
 OC1875
 OC1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9019523084(NAD 83)
 OC1875
 OC1875  HISTORY     - Date     Condition        Report By
 OC1875  HISTORY     - 1868     MONUMENTED       CGS
 OC1875  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OC1875
 OC1875                          STATION DESCRIPTION
 OC1875
 OC1875'DESCRIBED BY COAST AND GEODETIC SURVEY 1868 (CF)
 OC1875'STATION IS IN THE TOWNSHIP OF SCARBORO, ABOUT 6 MILES N OF THE
 OC1875'VILLAGE OF SACO, ON THE LAND OF MR. WILLIAM LEAVITT, WHO LIVES
 OC1875'ABOUT 80 METERS E OF THE STATION.  THE STATION IS MARKED BY A
 OC1875'CEDAR POST WEDGED ABOUT 1 FOOT BELOW THE SURFACE, WITH AN IRON
 OC1875'NAIL IN IT.
 OC1875
 OC1875                          STATION RECOVERY (1942)
 OC1875
 OC1875'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OC1875'LOCATION VERY DOUBTFUL.  A FLAG ON A 10-FOOT POLE WAS FOUND
 OC1875'IN THIS VICINITY, BUT NO INDICATION OF THE CEDAR POST WAS
 OC1875'FOUND.  FURTHER SEARCH BY PLANE TABLE METHODS MIGHT LOCATE
 OC1875'THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1924 ***********************************************************************
 OC1924  DESIGNATION -  SACO MAREMONT CORP TANK
 OC1924  PID         -  OC1924
 OC1924  STATE/COUNTY-  ME/YORK
 OC1924  USGS QUAD   -  OLD ORCHARD BEACH (1975)
 OC1924
 OC1924                         *CURRENT SURVEY CONTROL
 OC1924  ___________________________________________________________________
 OC1924* NAD 83(1996)-  43 30 58.92490(N)    070 26 37.73550(W)     ADJUSTED  
 OC1924* NAVD 88     -                                                        
 OC1924  ___________________________________________________________________
 OC1924  LAPLACE CORR-           3.88  (seconds)                    DEFLEC99
 OC1924  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 OC1924
 OC1924  HORZ ORDER  -  THIRD
 OC1924
 OC1924.The horizontal coordinates were established by classical geodetic methods
 OC1924.and adjusted by the National Geodetic Survey in March 1998..
 OC1924
 OC1924
 OC1924.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1924
 OC1924.The geoid height was determined by GEOID03.
 OC1924
 OC1924;                    North         East     Units Scale Factor Converg.
 OC1924;SPC ME W     -    75,917.309   877,591.928   MT  0.99997284   -0 11 27.0
 OC1924;UTM  19      - 4,819,171.686   383,306.589   MT  0.99976750   -0 59 39.4
 OC1924
 OC1924                          SUPERSEDED SURVEY CONTROL
 OC1924
 OC1924  NAD 83(1992)-  43 30 58.92362(N)    070 26 37.73669(W) AD(       ) 4
 OC1924  NAD 83(1986)-  43 30 58.92948(N)    070 26 37.74264(W) AD(       ) 4
 OC1924  NAD 27      -  43 30 58.62804(N)    070 26 39.56055(W) AD(       ) 3
 OC1924
 OC1924.Superseded values are not recommended for survey control.
 OC1924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1924.See file dsdata.txt to determine how the superseded data were derived.
 OC1924
 OC1924_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ8330719172(NAD 83)
 OC1924_MARKER: 53 = ELEVATED TANK
 OC1924
 OC1924  HISTORY     - Date     Condition        Report By
 OC1924  HISTORY     - 1975     FIRST OBSERVED   NGS
 OC1924  HISTORY     - 20050314 MARK NOT FOUND   USPSQD
 OC1924
 OC1924                          STATION DESCRIPTION
 OC1924
 OC1924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 OC1924'THE STATION, SACO MAREMONT CORPORATION TANK, IS THE VENT STACK
 OC1924'AT THE TOP-CENTER OF THE SILVER, ELEVATED, 4 LEGGED, 75,000 GAL,
 OC1924'WATERTANK.  THE HEIGHT OF THE WHOLE STRUCTURE IS ABOUT 100 FEET
 OC1924'ABOVE THE GROUND.  THE TANK IS OWNED BY MAREMONT CORP.  THE TANK
 OC1924'IS LOCATED IN THE TOWN OF SACO IN THE YARD OF MAREMONT CORP.
 OC1924
 OC1924                          STATION RECOVERY (2005)
 OC1924
 OC1924'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMW)
 OC1924'THE FACILITY IS NOW OWNED BY GENERAL DYNAMICS. THE TANK WAS REMOVED BY
 OC1924'THEM IN 2001.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1922 ***********************************************************************
 OC1922  DESIGNATION -  SACO ORTHODOX CHURCH SPIRE
 OC1922  PID         -  OC1922
 OC1922  STATE/COUNTY-  ME/YORK
 OC1922  USGS QUAD   -  OLD ORCHARD BEACH (1975)
 OC1922
 OC1922                         *CURRENT SURVEY CONTROL
 OC1922  ___________________________________________________________________
 OC1922* NAD 83(1996)-  43 30 02.65367(N)    070 26 33.13933(W)     ADJUSTED  
 OC1922* NAVD 88     -                                                        
 OC1922  ___________________________________________________________________
 OC1922  LAPLACE CORR-           3.81  (seconds)                    DEFLEC99
 OC1922  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 OC1922
 OC1922  HORZ ORDER  -  THIRD
 OC1922
 OC1922.The horizontal coordinates were established by classical geodetic methods
 OC1922.and adjusted by the National Geodetic Survey in March 1998..
 OC1922
 OC1922
 OC1922.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1922
 OC1922.The geoid height was determined by GEOID03.
 OC1922
 OC1922;                    North         East     Units Scale Factor Converg.
 OC1922;SPC ME W     -    74,180.389   877,689.397   MT  0.99997279   -0 11 23.6
 OC1922;UTM  19      - 4,817,433.927   383,379.681   MT  0.99976729   -0 59 35.2
 OC1922
 OC1922                          SUPERSEDED SURVEY CONTROL
 OC1922
 OC1922  NAD 83(1992)-  43 30 02.65229(N)    070 26 33.14058(W) AD(       ) 4
 OC1922  NAD 83(1986)-  43 30 02.65835(N)    070 26 33.14645(W) AD(       ) 4
 OC1922  NAD 27      -  43 30 02.35100(N)    070 26 34.96300(W) AD(       ) 3
 OC1922
 OC1922.Superseded values are not recommended for survey control.
 OC1922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1922.See file dsdata.txt to determine how the superseded data were derived.
 OC1922
 OC1922_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ8338017434(NAD 83)
 OC1922
 OC1922  HISTORY     - Date     Condition        Report By
 OC1922  HISTORY     - UNK      MONUMENTED
 OC1922  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OC1922  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OC1922  HISTORY     - 1954     SEE DESCRIPTION  CGS
 OC1922
 OC1922                          STATION DESCRIPTION
 OC1922
 OC1922'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OC1922'CHURCH IS NOW PAINTED WHITE AND IS LOCATED AT THE CORNER OF
 OC1922'BEACH AND MAIN STREETS IN THE CITY OF SACO.
 OC1922
 OC1922                          STATION RECOVERY (1943)
 OC1922
 OC1922'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 OC1922'STATION RECOVERED IN GOOD CONDITION.  STATION IS A TALL, ROUND
 OC1922'STONE SPIRE ON THE ORTHODOX CHURCH IN SACO, AT THE INTERSECTION
 OC1922'OF U.S. HIGHWAY 1 AND STATE HIGHWAYS 112 AND 5, OPPOSITE A
 OC1922'TRIANGULAR PARK WITH MONUMENT TO REVOLUTIONARY AND CIVIL
 OC1922'WAR DEAD.
 OC1922
 OC1922                          STATION RECOVERY (1954)
 OC1922
 OC1922'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (EHK)
 OC1922'STATION RECOVERED IN APPARENTLY GOOD CONDITION.  THE 1943
 OC1922'RECOVERY NOTE IS ADEQUATE WITH THE FOLLOWING CORRECTIONS--
 OC1922'
 OC1922'THE STATION IS A TALL ROUND WOODEN SPIRE THAT APPEARS TO BE
 OC1922'STONE FROM A DISTANCE.  THE CHURCH IS NOW NAMED FIRST PARISH
 OC1922'CONGREGATIONAL CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1923 ***********************************************************************
 OC1923  DESIGNATION -  SACO RAD STA WIDE MAST
 OC1923  PID         -  OC1923
 OC1923  STATE/COUNTY-  ME/YORK
 OC1923  USGS QUAD   -  OLD ORCHARD BEACH (1975)
 OC1923
 OC1923                         *CURRENT SURVEY CONTROL
 OC1923  ___________________________________________________________________
 OC1923* NAD 83(1996)-  43 30 41.87282(N)    070 27 35.53237(W)     ADJUSTED  
 OC1923* NAVD 88     -                                                        
 OC1923  ___________________________________________________________________
 OC1923  LAPLACE CORR-           3.99  (seconds)                    DEFLEC99
 OC1923  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 OC1923
 OC1923  HORZ ORDER  -  THIRD
 OC1923
 OC1923.The horizontal coordinates were established by classical geodetic methods
 OC1923.and adjusted by the National Geodetic Survey in March 1998..
 OC1923
 OC1923
 OC1923.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1923
 OC1923.The geoid height was determined by GEOID03.
 OC1923
 OC1923;                    North         East     Units Scale Factor Converg.
 OC1923;SPC ME W     -    75,395.516   876,292.017   MT  0.99997358   -0 12 06.7
 OC1923;UTM  19      - 4,818,668.274   381,999.756   MT  0.99977127   -1 00 18.9
 OC1923
 OC1923                          SUPERSEDED SURVEY CONTROL
 OC1923
 OC1923  NAD 83(1992)-  43 30 41.87154(N)    070 27 35.53357(W) AD(       ) 4
 OC1923  NAD 83(1986)-  43 30 41.87739(N)    070 27 35.53956(W) AD(       ) 4
 OC1923  NAD 27      -  43 30 41.57639(N)    070 27 37.35585(W) AD(       ) 3
 OC1923
 OC1923.Superseded values are not recommended for survey control.
 OC1923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1923.See file dsdata.txt to determine how the superseded data were derived.
 OC1923
 OC1923_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ8200018668(NAD 83)
 OC1923_MARKER: 42 = RADIO/TV MAST
 OC1923
 OC1923  HISTORY     - Date     Condition        Report By
 OC1923  HISTORY     - 1975     FIRST OBSERVED   NGS
 OC1923
 OC1923                          STATION DESCRIPTION
 OC1923
 OC1923'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 OC1923'THE STATION, SACO WIDE RADIO MAST, IS THE TOP-CENTER OF 186 FOOT
 OC1923'3 LEGGED, TUBULAR, STEEL, MAST.  LOCATED IN THE TOWN OF SACO ON
 OC1923'GARFIELD STREET 0.5 MILES FROM JUNCTION OF NORTH STREET NEAR THE
 OC1923'MAINE TURNPIKE EXIT NUMBER 6.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2647 ***********************************************************************
 OC2647  DESIGNATION -  SACO YORK CABLE CORP ANTENNA
 OC2647  PID         -  OC2647
 OC2647  STATE/COUNTY-  ME/YORK
 OC2647  USGS QUAD   -  BAR MILLS (1983)
 OC2647
 OC2647                         *CURRENT SURVEY CONTROL
 OC2647  ___________________________________________________________________
 OC2647* NAD 83(1996)-  43 30 32.96132(N)    070 30 20.24340(W)     ADJUSTED  
 OC2647* NAVD 88     -                                                        
 OC2647  ___________________________________________________________________
 OC2647  LAPLACE CORR-           4.27  (seconds)                    DEFLEC99
 OC2647  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 OC2647
 OC2647  HORZ ORDER  -  THIRD
 OC2647
 OC2647.The horizontal coordinates were established by classical geodetic methods
 OC2647.and adjusted by the National Geodetic Survey in March 1998..
 OC2647
 OC2647
 OC2647.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2647
 OC2647.The geoid height was determined by GEOID03.
 OC2647
 OC2647;                    North         East     Units Scale Factor Converg.
 OC2647;SPC ME W     -    75,134.551   872,591.372   MT  0.99997590   -0 14 00.1
 OC2647;UTM  19      - 4,818,459.262   378,296.549   MT  0.99978219   -1 02 12.1
 OC2647
 OC2647                          SUPERSEDED SURVEY CONTROL
 OC2647
 OC2647  NAD 83(1992)-  43 30 32.96007(N)    070 30 20.24463(W) AD(       ) 4
 OC2647  NAD 83(1986)-  43 30 32.96589(N)    070 30 20.25072(W) AD(       ) 4
 OC2647  NAD 27      -  43 30 32.66867(N)    070 30 22.05593(W) AD(       ) 3
 OC2647
 OC2647.Superseded values are not recommended for survey control.
 OC2647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2647.See file dsdata.txt to determine how the superseded data were derived.
 OC2647
 OC2647_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ7829718459(NAD 83)
 OC2647_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OC2647+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2005
 OC2647
 OC2647  HISTORY     - Date     Condition        Report By
 OC2647  HISTORY     - 1975     FIRST OBSERVED   NGS
 OC2647  HISTORY     - 20050314 GOOD             USPSQD
 OC2647
 OC2647                          STATION DESCRIPTION
 OC2647
 OC2647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 OC2647'THE STATION, SACO YORK CABLE CORPORATION ANTENNA LIGHT, IS THE
 OC2647'LIGHT AT THE TOP-CENTER OF THE 420 FOOT, STEEL MAST IN THE TOWN
 OC2647'OF SACO ON THE BOOM ROAD 3.2 MILES EAST OF JUNCTION LINCOLN
 OC2647'STREET AND ROUTE 1.
 OC2647
 OC2647                          STATION RECOVERY (2005)
 OC2647
 OC2647'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMW)
 OC2647'THE TOWER IS PAINTED RED AND WHITE. THERE IS ALSO A SHORTER TOWER AT
 OC2647'THE SAME LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2009 ***********************************************************************
 PE2009  DESIGNATION -  SADDLE 1944
 PE2009  PID         -  PE2009
 PE2009  STATE/COUNTY-  ME/HANCOCK
 PE2009  USGS QUAD   -  ISLE AU HAUT EAST (1983)
 PE2009
 PE2009                         *CURRENT SURVEY CONTROL
 PE2009  ___________________________________________________________________
 PE2009* NAD 83(1996)-  44 06 45.97227(N)    068 32 18.44274(W)     ADJUSTED  
 PE2009* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 PE2009  ___________________________________________________________________
 PE2009  LAPLACE CORR-           4.02  (seconds)                    DEFLEC99
 PE2009  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 PE2009
 PE2009  HORZ ORDER  -  THIRD
 PE2009
 PE2009.The horizontal coordinates were established by classical geodetic methods
 PE2009.and adjusted by the National Geodetic Survey in March 1998..
 PE2009
 PE2009.The orthometric height was scaled from a topographic map.
 PE2009
 PE2009.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2009
 PE2009.The geoid height was determined by GEOID03.
 PE2009
 PE2009;                    North         East     Units Scale Factor Converg.
 PE2009;SPC ME E     -    49,562.352   296,921.721   MT  0.99990012   -0 01 36.4
 PE2009;UTM  19      - 4,884,501.637   536,933.707   MT  0.99961678   +0 19 16.6
 PE2009
 PE2009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2009!SPC ME E     -   1.00000279  x   0.99990012  =   0.99990291
 PE2009!UTM  19      -   1.00000279  x   0.99961678  =   0.99961957
 PE2009
 PE2009:                Primary Azimuth Mark                     Grid Az
 PE2009:SPC ME E     -  EGG ROCK BEACON                          016 21 36.0
 PE2009:UTM  19      -  EGG ROCK BEACON                          016 00 43.0
 PE2009
 PE2009|---------------------------------------------------------------------|
 PE2009| PID    Reference Object                     Distance      Geod. Az  |
 PE2009|                                                           dddmmss.s |
 PE2009| PE1996 EGG ROCK BEACON                     APPROX. 8.4 KM 0161959.6 |
 PE2009| PE2006 HALIBUT ROCKS LIGHT                 APPROX. 2.6 KM 0233316.7 |
 PE2009| PE1997 HAT ISLAND                          APPROX. 4.5 KM 0410423.2 |
 PE2009|---------------------------------------------------------------------|
 PE2009
 PE2009                          SUPERSEDED SURVEY CONTROL
 PE2009
 PE2009  NAD 83(1992)-  44 06 45.98276(N)    068 32 18.42576(W) AD(       ) 3
 PE2009  NAD 83(1986)-  44 06 45.98496(N)    068 32 18.43101(W) AD(       ) 3
 PE2009  NAD 27      -  44 06 45.68700(N)    068 32 20.35400(W) AD(       ) 3
 PE2009
 PE2009.Superseded values are not recommended for survey control.
 PE2009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2009.See file dsdata.txt to determine how the superseded data were derived.
 PE2009
 PE2009_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ3693484502(NAD 83)
 PE2009
 PE2009  HISTORY     - Date     Condition        Report By
 PE2009  HISTORY     - 1944     MONUMENTED       CGS
 PE2009  HISTORY     - 1956     SEE DESCRIPTION  CGS
 PE2009
 PE2009                          STATION DESCRIPTION
 PE2009
 PE2009'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE2009'STATION IS LOCATED ON THE SADDLEBACK, WHICH IS ABOUT 1 MILE WEST
 PE2009'OF MARSHALL ISLAND IN JERICHO BAY, ON THE CENTER OF THE NORTHERN
 PE2009'HALF, ABOUT 30 METERS SOUTH OF THE HIGH WATER LINE ON THE NORTHERN
 PE2009'POINT, AND IN THE SOUTHERN END OF A LONG NARROW LEDGE OUTCROP.
 PE2009'MARK IS A STANDARD DISC STAMPED SADDLE, 1944.
 PE2009'
 PE2009'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK 20 FEET.
 PE2009
 PE2009                          STATION RECOVERY (1956)
 PE2009
 PE2009'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 PE2009'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 PE2009'DESCRIPTION IS ADEQUATE AND COMPLETE WITH THE FOLLOWING ADDITION--
 PE2009'
 PE2009'IT IS MARKED BY A TOPOGRAPHIC DISK, STAMPED SADDLE 1944.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0270 ***********************************************************************
 QH0270  DESIGNATION -  SADDLE IBC
 QH0270  PID         -  QH0270
 QH0270  STATE/COUNTY-  ME/FRANKLIN
 QH0270  USGS QUAD   -  MERRILL MOUNTAIN (1970)
 QH0270
 QH0270                         *CURRENT SURVEY CONTROL
 QH0270  ___________________________________________________________________
 QH0270* NAD 83(1996)-  45 22 41.61942(N)    070 39 39.59476(W)     ADJUSTED  
 QH0270* NAVD 88     -      1017.     (meters)    3337.     (feet)  SCALED    
 QH0270  ___________________________________________________________________
 QH0270  LAPLACE CORR-          10.59  (seconds)                    DEFLEC99
 QH0270  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 QH0270
 QH0270  HORZ ORDER  -  SECOND
 QH0270
 QH0270.The horizontal coordinates were established by classical geodetic methods
 QH0270.and adjusted by the National Geodetic Survey in March 1998..
 QH0270
 QH0270.The orthometric height was scaled from a topographic map.
 QH0270
 QH0270.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0270
 QH0270.The geoid height was determined by GEOID03.
 QH0270
 QH0270;                    North         East     Units Scale Factor Converg.
 QH0270;SPC ME W     -   282,883.641   861,282.077   MT  0.99998509   -0 21 06.7
 QH0270;UTM  19      - 5,026,309.970   369,952.276   MT  0.99980794   -1 10 56.6
 QH0270
 QH0270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0270!SPC ME W     -   0.99984462  x   0.99998509  =   0.99982971
 QH0270!UTM  19      -   0.99984462  x   0.99980794  =   0.99965259
 QH0270
 QH0270:                Primary Azimuth Mark                     Grid Az
 QH0270:SPC ME W     -  MON 411 IBC                              018 59 14.4
 QH0270:UTM  19      -  MON 411 IBC                              019 49 04.3
 QH0270
 QH0270|---------------------------------------------------------------------|
 QH0270| PID    Reference Object                     Distance      Geod. Az  |
 QH0270|                                                           dddmmss.s |
 QH0270| QH0265 MON 411 IBC                         APPROX. 5.9 KM 0183807.7 |
 QH0270| QH0269 MON 417 IBC                          19.477 METERS 04229     |
 QH0270|---------------------------------------------------------------------|
 QH0270
 QH0270                          SUPERSEDED SURVEY CONTROL
 QH0270
 QH0270  NAD 83(1992)-  45 22 41.61751(N)    070 39 39.58992(W) AD(       ) 2
 QH0270  NAD 83(1992)-  45 22 41.62417(N)    070 39 39.58594(W) AD(       ) 2
 QH0270  NAD 83(1986)-  45 22 41.62120(N)    070 39 39.59353(W) AD(       ) 2
 QH0270  NAD 27      -  45 22 41.44400(N)    070 39 41.34100(W) AD(       ) 2
 QH0270
 QH0270.Superseded values are not recommended for survey control.
 QH0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0270.See file dsdata.txt to determine how the superseded data were derived.
 QH0270
 QH0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL6995226310(NAD 83)
 QH0270_MARKER: DD = SURVEY DISK
 QH0270_SETTING: 66 = SET IN ROCK OUTCROP
 QH0270_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 QH0270_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QH0270+STABILITY: POSITION/ELEVATION WELL
 QH0270
 QH0270  HISTORY     - Date     Condition        Report By
 QH0270  HISTORY     - 1915     MONUMENTED       IBC
 QH0270  HISTORY     - 1941     GOOD             IBC
 QH0270
 QH0270                          STATION DESCRIPTION
 QH0270
 QH0270'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1915 (JH)
 QH0270'IN TOWNSHIP 6, RANGE 2, ON THE NORTHEAST END OF THE HIGH RIDGE OF
 QH0270'PISGAH MOUNTAIN, ABOUT 2-1/2 MILES NORTHEAST OF CHAIN OF PONDS.  AT
 QH0270'THE HEAD OF SPIDER RIVER VALLEY.  THE STATION IS ON THE HIGHEST POINT
 QH0270'ON BARE ROCK.
 QH0270'
 QH0270'STATION MARK--A BRONZE DISK CEMENTED IN A DRILL HOLE IN ROCK.
 QH0270'MONUMENT 417 IS 63.81 FEET DISTANT, N 42 DEG 29 MIN E,
 QH0270'FROM THE STATION.
 QH0270
 QH0270                          STATION RECOVERY (1941)
 QH0270
 QH0270'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941 (FHB)
 QH0270'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1174 ***********************************************************************
 PF1174  DESIGNATION -  SADDLEBACK
 PF1174  PID         -  PF1174
 PF1174  STATE/COUNTY-  ME/FRANKLIN
 PF1174  USGS QUAD   -  SADDLEBACK MOUNTAIN (1985)
 PF1174
 PF1174                         *CURRENT SURVEY CONTROL
 PF1174  ___________________________________________________________________
 PF1174* NAD 83(1996)-  44 56 10.86585(N)    070 30 16.28742(W)     ADJUSTED  
 PF1174* NAVD 88     -      1255.     (meters)    4117.     (feet)  SCALED    
 PF1174  ___________________________________________________________________
 PF1174  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 PF1174  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 PF1174
 PF1174  HORZ ORDER  -  THIRD
 PF1174
 PF1174.The horizontal coordinates were established by classical geodetic methods
 PF1174.and adjusted by the National Geodetic Survey in March 1998..
 PF1174
 PF1174.The orthometric height was scaled from a topographic map.
 PF1174
 PF1174.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1174
 PF1174.The geoid height was determined by GEOID03.
 PF1174
 PF1174;                    North         East     Units Scale Factor Converg.
 PF1174;SPC ME W     -   233,714.108   873,332.408   MT  0.99997541   -0 14 19.1
 PF1174;UTM  19      - 4,976,980.916   381,289.210   MT  0.99977328   -1 03 46.1
 PF1174
 PF1174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1174!SPC ME W     -   0.99980726  x   0.99997541  =   0.99978268
 PF1174!UTM  19      -   0.99980726  x   0.99977328  =   0.99958059
 PF1174
 PF1174:                Primary Azimuth Mark                     Grid Az
 PF1174:SPC ME W     -  MT ABRAHAM USGS 1928                     074 04 18.4
 PF1174:UTM  19      -  MT ABRAHAM USGS 1928                     074 53 45.4
 PF1174
 PF1174|---------------------------------------------------------------------|
 PF1174| PID    Reference Object                     Distance      Geod. Az  |
 PF1174|                                                           dddmmss.s |
 PF1174| PF1045 MT ABRAHAM USGS 1928                APPROX.14.6 KM 0734959.3 |
 PF1174| QH0308 SAWYER                              APPROX.34.0 KM 2830704.2 |
 PF1174| QH0307 KENNEBAGO LOT                       APPROX.31.1 KM 3074634.1 |
 PF1174| QH0296 LANG LOT                            APPROX.21.2 KM 3301229.5 |
 PF1174|---------------------------------------------------------------------|
 PF1174
 PF1174                          SUPERSEDED SURVEY CONTROL
 PF1174
 PF1174  NAD 83(1992)-  44 56 10.86406(N)    070 30 16.28459(W) AD(       ) 3
 PF1174  NAD 83(1992)-  44 56 10.86736(N)    070 30 16.28370(W) AD(       ) 3
 PF1174  NAD 83(1986)-  44 56 10.86979(N)    070 30 16.28869(W) AD(       ) 3
 PF1174  NAD 27      -  44 56 10.67114(N)    070 30 18.04533(W) AD(       ) 3
 PF1174
 PF1174.Superseded values are not recommended for survey control.
 PF1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1174.See file dsdata.txt to determine how the superseded data were derived.
 PF1174
 PF1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK8128976981(NAD 83)
 PF1174_MARKER: DD = SURVEY DISK
 PF1174_SETTING: 66 = SET IN ROCK OUTCROP
 PF1174_SP_SET: SET IN ROCK OUTCROP
 PF1174_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PF1174+STABILITY: POSITION/ELEVATION WELL
 PF1174
 PF1174  HISTORY     - Date     Condition        Report By
 PF1174  HISTORY     - 1927     MONUMENTED       USGS
 PF1174
 PF1174                          STATION DESCRIPTION
 PF1174
 PF1174'DESCRIBED BY US GEOLOGICAL SURVEY 1927
 PF1174'STATION IS ON SADDLEBACK MOUNTAIN, ABOUT 10.0 MI E. OF RANGELEY.  FROM
 PF1174'SADDLEBACK POND CAMP, CROSS POND IN BOAT, AND FOLLOW TRAIL 4.0 MI TO
 PF1174'LOOKOUT TOWER.
 PF1174'
 PF1174'STATION MARK, STANDARD DISK IN SOLID ROCK UNDER CENTER OF TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2035 ***********************************************************************
 PE2035  DESIGNATION -  SADDLEBACK ISLAND
 PE2035  PID         -  PE2035
 PE2035  STATE/COUNTY-  ME/KNOX
 PE2035  USGS QUAD   -  ISLE AU HAUT WEST (1983)
 PE2035
 PE2035                         *CURRENT SURVEY CONTROL
 PE2035  ___________________________________________________________________
 PE2035* NAD 83(1996)-  44 00 51.06276(N)    068 43 35.62867(W)     ADJUSTED  
 PE2035* NAVD 88     -                                                        
 PE2035  ___________________________________________________________________
 PE2035  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 PE2035  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 PE2035
 PE2035  HORZ ORDER  -  THIRD
 PE2035
 PE2035.The horizontal coordinates were established by classical geodetic methods
 PE2035.and adjusted by the National Geodetic Survey in March 1998..
 PE2035
 PE2035
 PE2035.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2035
 PE2035.The geoid height was determined by GEOID03.
 PE2035
 PE2035;                    North         East     Units Scale Factor Converg.
 PE2035;SPC ME E     -    38,633.453   281,834.347   MT  0.99990406   -0 09 26.7
 PE2035;UTM  19      - 4,873,484.579   521,917.306   MT  0.99960591   +0 11 24.0
 PE2035
 PE2035                          SUPERSEDED SURVEY CONTROL
 PE2035
 PE2035  NAD 83(1992)-  44 00 51.07146(N)    068 43 35.60788(W) AD(       ) 4
 PE2035  NAD 83(1986)-  44 00 51.07729(N)    068 43 35.61654(W) AD(       ) 4
 PE2035  NAD 27      -  44 00 50.78000(N)    068 43 37.53000(W) AD(       ) 3
 PE2035
 PE2035.Superseded values are not recommended for survey control.
 PE2035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2035.See file dsdata.txt to determine how the superseded data were derived.
 PE2035
 PE2035_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ2191773485(NAD 83)
 PE2035
 PE2035  HISTORY     - Date     Condition        Report By
 PE2035  HISTORY     - UNK      MONUMENTED
 PE2035  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2035
 PE2035                          STATION DESCRIPTION
 PE2035
 PE2035'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2035'A SEARCH WAS MADE BUT NO TRACE OF THE MARK WAS FOUND, EXCEPT
 PE2035'SEVERAL LARGE DRILL HOLES.  THESE DRILL HOLES WERE MADE BY THE
 PE2035'LIGHTHOUSE KEEPERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2036 ***********************************************************************
 PE2036  DESIGNATION -  SADDLEBACK LEDGE LIGHTHOUSE
 PE2036  PID         -  PE2036
 PE2036  STATE/COUNTY-  ME/KNOX
 PE2036  USGS QUAD   -  ISLE AU HAUT WEST (1983)
 PE2036
 PE2036                         *CURRENT SURVEY CONTROL
 PE2036  ___________________________________________________________________
 PE2036* NAD 83(1996)-  44 00 51.69533(N)    068 43 35.23270(W)     ADJUSTED  
 PE2036* NAVD 88     -        18.     (meters)      59.     (feet)  SCALED    
 PE2036  ___________________________________________________________________
 PE2036  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 PE2036  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 PE2036
 PE2036  HORZ ORDER  -  THIRD
 PE2036
 PE2036.The horizontal coordinates were established by classical geodetic methods
 PE2036.and adjusted by the National Geodetic Survey in March 1998..
 PE2036
 PE2036.The orthometric height was scaled from a topographic map.
 PE2036
 PE2036.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2036
 PE2036.The geoid height was determined by GEOID03.
 PE2036
 PE2036;                    North         East     Units Scale Factor Converg.
 PE2036;SPC ME E     -    38,652.951   281,843.220   MT  0.99990405   -0 09 26.5
 PE2036;UTM  19      - 4,873,504.124   521,926.058   MT  0.99960591   +0 11 24.3
 PE2036
 PE2036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2036!SPC ME E     -   1.00000109  x   0.99990405  =   0.99990514
 PE2036!UTM  19      -   1.00000109  x   0.99960591  =   0.99960700
 PE2036
 PE2036:                Primary Azimuth Mark                     Grid Az
 PE2036:SPC ME E     -  STONINGTON WATER TOWER                   015 10 19.9
 PE2036:UTM  19      -  STONINGTON WATER TOWER                   014 49 29.1
 PE2036
 PE2036|---------------------------------------------------------------------|
 PE2036| PID    Reference Object                     Distance      Geod. Az  |
 PE2036|                                                           dddmmss.s |
 PE2036| PE2048 STONINGTON WATER TOWER              APPROX.16.5 KM 0150053.4 |
 PE2036| PE2037 ROBINSON POINT LIGHTHOUSE           APPROX. 8.2 KM 0470128.8 |
 PE2036| PE2078 LANES ISLAND POLE                   APPROX. 8.9 KM 2844001.4 |
 PE2036| PE2076 VINAL HAVEN WATER TOWER             APPROX. 9.6 KM 2923447.6 |
 PE2036| PE2086 CALDERWOOD POINT TREE               APPROX. 7.6 KM 3235708.0 |
 PE2036| PE2069 COOMBS HILL 2                       APPROX. 9.5 KM 3294057.3 |
 PE2036|---------------------------------------------------------------------|
 PE2036
 PE2036                          SUPERSEDED SURVEY CONTROL
 PE2036
 PE2036  NAD 83(1992)-  44 00 51.70256(N)    068 43 35.21157(W) AD(       ) 4
 PE2036  NAD 83(1986)-  44 00 51.70519(N)    068 43 35.22306(W) AD(       ) 4
 PE2036  NAD 27      -  44 00 51.40000(N)    068 43 37.11600(W) AD(       ) 3
 PE2036
 PE2036.Superseded values are not recommended for survey control.
 PE2036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2036.See file dsdata.txt to determine how the superseded data were derived.
 PE2036
 PE2036_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ2192673504(NAD 83)
 PE2036_MARKER: 13 = LIGHTHOUSE
 PE2036_SETTING: 0 = UNSPECIFIED SETTING
 PE2036_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2036
 PE2036  HISTORY     - Date     Condition        Report By
 PE2036  HISTORY     - UNK      FIRST OBSERVED
 PE2036  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2036  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2036  HISTORY     - 1954     SEE DESCRIPTION  CGS
 PE2036  HISTORY     - 1956     SEE DESCRIPTION  CGS
 PE2036  HISTORY     - 1983     GOOD             NOS
 PE2036
 PE2036                          STATION DESCRIPTION
 PE2036
 PE2036'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2036'THE STATION WAS RECOVERED AND ITS POSITION CHECKED BY NEW
 PE2036'OBSERVATIONS.  IT IS A TALL WHITE TOWER NEAR THE CENTER OF
 PE2036'SADDLEBACK LEDGE WHICH LIES W OF ISLE AU HAUT.
 PE2036
 PE2036                          STATION RECOVERY (1943)
 PE2036
 PE2036'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2036'STATION WAS RECOVERED AS DESCRIBED IN 1934 WITH THE FOLLOWING
 PE2036'ADDITION--
 PE2036'
 PE2036'LIGHT IS ON TOP OF A GRAY CONICAL TOWER WITH A WHITE BASE,
 PE2036'ABOUT 55 FEET ABOVE WATER.
 PE2036
 PE2036                          STATION RECOVERY (1954)
 PE2036
 PE2036'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HOF)
 PE2036'THIS STATION WAS USED AS A HYDROGRAPHIC SIGNAL IN 1954, BUT
 PE2036'THE STATION WAS NOT VISITED.
 PE2036
 PE2036                          STATION RECOVERY (1956)
 PE2036
 PE2036'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 PE2036'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE 1934 RECOVERY
 PE2036'NOTE BY K.G.C. IS ADEQUATE AND COMPLETE.
 PE2036
 PE2036                          STATION RECOVERY (1983)
 PE2036
 PE2036'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1983 (CSM)
 PE2036'THE LIGHTHOUSE WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1318 ***********************************************************************
 QG1318  DESIGNATION -  SADDLEROCK
 QG1318  PID         -  QG1318
 QG1318  STATE/COUNTY-  ME/PISCATAQUIS
 QG1318  USGS QUAD   -  BIG SHANTY MOUNTAIN (1988)
 QG1318
 QG1318                         *CURRENT SURVEY CONTROL
 QG1318  ___________________________________________________________________
 QG1318* NAD 83(1996)-  45 30 34.23438(N)    069 08 09.10831(W)     ADJUSTED  
 QG1318* NAVD 88     -       914.     (meters)    2999.     (feet)  SCALED    
 QG1318  ___________________________________________________________________
 QG1318  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 QG1318  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 QG1318
 QG1318  HORZ ORDER  -  THIRD
 QG1318
 QG1318.The horizontal coordinates were established by classical geodetic methods
 QG1318.and adjusted by the National Geodetic Survey in March 1998..
 QG1318
 QG1318.The orthometric height was scaled from a topographic map.
 QG1318
 QG1318.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1318
 QG1318.The geoid height was determined by GEOID03.
 QG1318
 QG1318;                    North         East     Units Scale Factor Converg.
 QG1318;SPC ME E     -   204,959.775   250,315.499   MT  0.99993034   -0 27 13.0
 QG1318;UTM  19      - 5,039,561.965   489,387.213   MT  0.99960138   -0 05 48.9
 QG1318
 QG1318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1318!SPC ME E     -   0.99986056  x   0.99993034  =   0.99979091
 QG1318!UTM  19      -   0.99986056  x   0.99960138  =   0.99946199
 QG1318
 QG1318:                Primary Azimuth Mark                     Grid Az
 QG1318:SPC ME E     -  TT 77 K                                  202 47 38.4
 QG1318:UTM  19      -  TT 77 K                                  202 26 14.3
 QG1318
 QG1318|---------------------------------------------------------------------|
 QG1318| PID    Reference Object                     Distance      Geod. Az  |
 QG1318|                                                           dddmmss.s |
 QG1318| QG1334 TT 77 K                             APPROX. 7.7 KM 2022025.4 |
 QG1318|---------------------------------------------------------------------|
 QG1318
 QG1318                          SUPERSEDED SURVEY CONTROL
 QG1318
 QG1318  NAD 83(1992)-  45 30 34.23227(N)    069 08 09.10324(W) AD(       ) 3
 QG1318  NAD 83(1986)-  45 30 34.23656(N)    069 08 09.11353(W) AD(       ) 3
 QG1318  NAD 27      -  45 30 34.06449(N)    069 08 10.94489(W) AD(       ) 3
 QG1318
 QG1318.Superseded values are not recommended for survey control.
 QG1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1318.See file dsdata.txt to determine how the superseded data were derived.
 QG1318
 QG1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL8938739562(NAD 83)
 QG1318_MARKER: DD = SURVEY DISK
 QG1318_SETTING: 66 = SET IN ROCK OUTCROP
 QG1318_SP_SET: SET IN ROCK OUTCROP
 QG1318_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG1318+STABILITY: POSITION/ELEVATION WELL
 QG1318
 QG1318  HISTORY     - Date     Condition        Report By
 QG1318  HISTORY     - 1939     MONUMENTED       USGS
 QG1318
 QG1318                          STATION DESCRIPTION
 QG1318
 QG1318'DESCRIBED BY US GEOLOGICAL SURVEY 1939
 QG1318'ABOUT 4.0 MI NW. OF KATAHDIN IRON WORKS ON HIGHEST PART OF SADDLEROCK
 QG1318'MOUNTAIN.  TO REACH FROM BROWNVILLE, DRIVE N. TO KATAHDIN IRON
 QG1318'WORKS, TAKE CANOE TO N. END OF SILVER LAKE, TAKE OLD LOGGING RD. NE.
 QG1318'PAST SADDLEROCK POND TO OLD LOGGING CAMP, FOLLOW TRAIL BLAZED BY
 QG1318'APPALACHIAN TRAIL CLUB TO TOP OF SADDLEROCK MOUNTAIN (ABOUT 3.0 MI
 QG1318'FROM END OF LAKE).  ALTERNATIVE ROUTE,  DRIVE UP PLEASANT RIVER ABOUT
 QG1318'2.0 MI NW. OF KATAHDIN IRON WORKS TO RD. FORK, TURN RIGHT AND DRIVE
 QG1318'ABOUT 0.25 MI, LEAVE TRUCK AND WALK ALONG LOGGING RD. UP WHITE BROOK
 QG1318'ABOUT 4.0 MI, TURN RIGHT (SE) OFF RD. (NO TRAIL UP THIS SIDE OF MTN.)
 QG1318'AND CLIMB DIRECTLY UP MOUNTAIN TO PEAK.  THE PEAK OF MOUNTAIN IS
 QG1318'SHARP NARROW RIDGE WITH STEEP CLIFFS ON N. AND S. SIDES.  THE STATION
 QG1318'IS IN SOLID ROCK ABOUT 75 FT SW . OF, AND 2 FT BELOW THE EXTREME PEAK
 QG1318'OF MOUNTAIN AND ON EDGE OF CLIFF OVERLOOKING VALLEY TO S.
 QG1318'
 QG1318'STATION MARK,  STANDARD DISK SET IN SOLID ROCK AND
 QG1318'STAMPED---SADDLEROCK---.
 QG1318'
 QG1318'REFERENCE MARK NO. 1,  DRILL HOLE IN ROCK, DISTANCE 9.6 FT,
 QG1318'S 59 DEG 10 MIN E.
 QG1318'
 QG1318'REFERENCE MARK NO. 2,  DRILL HOLE IN ROCK, DISTANCE 6 FT,
 QG1318'S 08 DEG 13 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE0365 ***********************************************************************
 PE0365  DESIGNATION -  SAFE
 PE0365  PID         -  PE0365
 PE0365  STATE/COUNTY-  ME/HANCOCK
 PE0365  USGS QUAD   -  BROOKLIN (1981)
 PE0365
 PE0365                         *CURRENT SURVEY CONTROL
 PE0365  ___________________________________________________________________
 PE0365* NAD 83(1986)-  44 15 49.     (N)    068 35 11.     (W)     SCALED    
 PE0365* NAVD 88     -         2.49   (+/-2cm)       8.2    (feet)  VERTCON   
 PE0365  ___________________________________________________________________
 PE0365  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 PE0365
 PE0365  VERT ORDER  -  ? (See Below)
 PE0365
 PE0365.The horizontal coordinates were scaled from a topographic map and have
 PE0365.an estimated accuracy of +/- 6 seconds.
 PE0365
 PE0365.The NAVD 88 height was computed by applying the VERTCON shift value to
 PE0365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PE0365.The vertical order pertains to the NGVD 29 superseded value.
 PE0365
 PE0365.The geoid height was determined by GEOID03.
 PE0365
 PE0365;                    North         East    Units  Estimated Accuracy
 PE0365;SPC ME E     -    66,320.      293,100.      MT  (+/- 180 meters Scaled)
 PE0365
 PE0365                          SUPERSEDED SURVEY CONTROL
 PE0365
 PE0365  NGVD 29 (??/??/92)    2.683  (m)            8.80   (f) ADJ UNCH    ?  
 PE0365
 PE0365.Superseded values are not recommended for survey control.
 PE0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE0365.See file dsdata.txt to determine how the superseded data were derived.
 PE0365
 PE0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK330012(NAD 83)
 PE0365_MARKER: DT = TOPOGRAPHIC STATION DISK
 PE0365_SETTING: 80 = SET IN A BOULDER
 PE0365_SP_SET: BOULDER
 PE0365_STAMPING: SAFE 1945
 PE0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE0365+STABILITY: SURFACE MOTION
 PE0365
 PE0365  HISTORY     - Date     Condition        Report By
 PE0365  HISTORY     - 1945     MONUMENTED       CGS
 PE0365  HISTORY     - 1962     GOOD             NGS
 PE0365
 PE0365                          STATION DESCRIPTION
 PE0365
 PE0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PE0365'1 MI W FROM BROOKLIN.
 PE0365'ABOUT 0.8 MILE NORTHWEST ALONG STATE HIGHWAY 175 FROM THE POST
 PE0365'OFFICE AT BROOKLIN, THENCE 0.25 MILE SOUTHWEST ALONG A BLACK TOP
 PE0365'ROAD AND GRAVEL ROAD TO THE CENTER HARBOR YATCH CLUB, SET ON THE
 PE0365'TOP OF A LARGE GRANITE BOULDER WHICH IS ON TOP OF OTHER BOULDERS,
 PE0365'ABOUT 300 FEET WEST OF BENCH MARK Y 146 AND MRS DODGE RESIDENCE,
 PE0365'25 FEET SOUTH OF THE SHORE LINE, NOTE-- MARK MAY BE WASHED AWAY
 PE0365'IN THE FUTURE AS THE ROCK APPEARS TO BE SLOPING TOWARD THE
 PE0365'HARBOR.  DISK IS SLANTING AND ROD WAS HELD ON HIGHEST PART OF
 PE0365'THE DISK.  TIDAL STATION 18, CENTER HARBOR (BROOKLIN) EGGEMOGGIN
 PE0365'REACH, MAINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0686 ***********************************************************************
 PD0686  DESIGNATION -  SAIL ROCK IBC 1913
 PD0686  PID         -  PD0686
 PD0686  STATE/COUNTY-  ME/WASHINGTON
 PD0686  USGS QUAD   -  LUBEC (1977)
 PD0686
 PD0686                         *CURRENT SURVEY CONTROL
 PD0686  ___________________________________________________________________
 PD0686* NAD 83(1996)-  44 48 45.00738(N)    066 56 50.31468(W)     ADJUSTED  
 PD0686* NAVD 88     -                                                        
 PD0686  ___________________________________________________________________
 PD0686  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 PD0686  GEOID HEIGHT-         -22.31  (meters)                     GEOID03
 PD0686
 PD0686  HORZ ORDER  -  THIRD
 PD0686
 PD0686.The horizontal coordinates were established by classical geodetic methods
 PD0686.and adjusted by the National Geodetic Survey in March 1998..
 PD0686
 PD0686
 PD0686.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0686
 PD0686.The geoid height was determined by GEOID03.
 PD0686
 PD0686;                    North         East     Units Scale Factor Converg.
 PD0686;SPC ME E     -   128,481.928   422,811.185   MT  1.00008541   +1 05 40.0
 PD0686;UTM  19      - 4,964,171.703   662,310.457   MT  0.99992396   +1 26 49.3
 PD0686
 PD0686|---------------------------------------------------------------------|
 PD0686| PID    Reference Object                     Distance      Geod. Az  |
 PD0686|                                                           dddmmss.s |
 PD0686| PD0694 WEST QUODDY HEAD LIGHT              381.623 METERS 31936     |
 PD0686| PD0727 INDIAN POINT                        APPROX. 2.5 KM 3493122.9 |
 PD0686|---------------------------------------------------------------------|
 PD0686
 PD0686                          SUPERSEDED SURVEY CONTROL
 PD0686
 PD0686  NAD 83(1992)-  44 48 44.99872(N)    066 56 50.31962(W) AD(       ) 3
 PD0686  NAD 83(1986)-  44 48 44.99734(N)    066 56 50.32172(W) AD(       ) 3
 PD0686  NAD 27      -  44 48 44.71200(N)    066 56 52.41000(W) AD(       ) 3
 PD0686
 PD0686.Superseded values are not recommended for survey control.
 PD0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0686.See file dsdata.txt to determine how the superseded data were derived.
 PD0686
 PD0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK6231064172(NAD 83)
 PD0686
 PD0686  HISTORY     - Date     Condition        Report By
 PD0686  HISTORY     - 1913     MONUMENTED       CGS
 PD0686  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0686  HISTORY     - 1972     GOOD             IBC
 PD0686
 PD0686                          STATION DESCRIPTION
 PD0686
 PD0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (JEM)
 PD0686'THE STATION IS ON THE ISLET CALLED SAIL ROCK, WHICH IS IN A
 PD0686'MASS OF ROCKS LYING ABOUT 1/4 MILE SSE OF WEST QUODY HEAD
 PD0686'LIGHT.  THE STATION IS ON THE WESTERNMOST AND LOWER OF TWO HIGH
 PD0686'POINTS OF THE ISLET, ABOUT 25 OR 30 METERS APART, THE ONLY POINTS
 PD0686'SHOWING ABOVE HIGH WATER.
 PD0686'
 PD0686'STATION MARK IS A BRONZE DISK SET IN A HOLE DRILLED IN THE ROCK.
 PD0686
 PD0686                          STATION RECOVERY (1946)
 PD0686
 PD0686'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0686'THE STATION IS ON THE ISLET CALLED SAIL ROCK, WHICH IS IN A
 PD0686'MASS OF ROCKS LYING ABOUT 1/4 MILE SSE OF WEST QUODDY HEAD
 PD0686'LIGHT.  THE STATION IS ON THE W ONE AND LOWER OF TWO HIGH POINTS
 PD0686'OF THE ISLET, ABOUT 25 OR 30 METERS APART, THE ONLY POINTS
 PD0686'SHOWING ABOVE HIGH WATER.
 PD0686'
 PD0686'STATION MARK IS A BRONZE DISK SET IN A HOLE DRILLED IN THE ROCK.
 PD0686
 PD0686                          STATION RECOVERY (1972)
 PD0686
 PD0686'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 PD0686'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2045 ***********************************************************************
 PE2045  DESIGNATION -  SAINT HELENA ISLAND 1868
 PE2045  PID         -  PE2045
 PE2045  STATE/COUNTY-  ME/HANCOCK
 PE2045  USGS QUAD   -  DEER ISLE (1983)
 PE2045
 PE2045                         *CURRENT SURVEY CONTROL
 PE2045  ___________________________________________________________________
 PE2045* NAD 83(1996)-  44 07 57.99734(N)    068 38 44.09118(W)     ADJUSTED  
 PE2045* NAVD 88     -        28.     (meters)      92.     (feet)  SCALED    
 PE2045  ___________________________________________________________________
 PE2045  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 PE2045  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 PE2045
 PE2045  HORZ ORDER  -  THIRD
 PE2045
 PE2045.The horizontal coordinates were established by classical geodetic methods
 PE2045.and adjusted by the National Geodetic Survey in March 1998..
 PE2045
 PE2045.The orthometric height was scaled from a topographic map.
 PE2045
 PE2045.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2045
 PE2045.The geoid height was determined by GEOID03.
 PE2045
 PE2045;                    North         East     Units Scale Factor Converg.
 PE2045;SPC ME E     -    51,794.782   288,350.748   MT  0.99990167   -0 06 04.9
 PE2045;UTM  19      - 4,886,681.326   528,351.798   MT  0.99960989   +0 14 48.5
 PE2045
 PE2045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2045!SPC ME E     -   0.99999952  x   0.99990167  =   0.99990119
 PE2045!UTM  19      -   0.99999952  x   0.99960989  =   0.99960941
 PE2045
 PE2045                          SUPERSEDED SURVEY CONTROL
 PE2045
 PE2045  NAD 83(1992)-  44 07 58.00586(N)    068 38 44.07449(W) AD(       ) 3
 PE2045  NAD 83(1986)-  44 07 58.01022(N)    068 38 44.07386(W) AD(       ) 3
 PE2045  NAD 27      -  44 07 57.71600(N)    068 38 45.99300(W) AD(       ) 3
 PE2045
 PE2045.Superseded values are not recommended for survey control.
 PE2045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2045.See file dsdata.txt to determine how the superseded data were derived.
 PE2045
 PE2045_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ2835286681(NAD 83)
 PE2045
 PE2045  HISTORY     - Date     Condition        Report By
 PE2045  HISTORY     - 1868     MONUMENTED       COASUR
 PE2045  HISTORY     - 1911     SEE DESCRIPTION  CGS
 PE2045  HISTORY     - 1945     SEE DESCRIPTION  CGS
 PE2045  HISTORY     - 1956     SEE DESCRIPTION  CGS
 PE2045
 PE2045                          STATION DESCRIPTION
 PE2045
 PE2045'DESCRIBED BY COAST AND GEODETIC SURVEY 1911
 PE2045'STATION IS ON THE SUMMIT OF A HILL IN THE WESTERN PART OF THE
 PE2045'ISLAND OF THAT NAME, WHICH IS ONE OF THE GROUP LYING BETWEEN DEER
 PE2045'ISLE AND ISLE AU HAUT.  IT IS ABOUT 3-1/2 MILES N OF THE LATTER
 PE2045'AND 1-3/4 MILES S BY E FROM STONINGTON.  THE STATION IS MARKED BY
 PE2045'A COPPER BOLT SET IN A HOLE IN THE ROCK.  TWO REFERENCE MARKS
 PE2045'3/4-INCH DRILLED HOLES FILLED WITH LEAD ARE PLACED,
 PE2045'RESPECTIVELY, 9.69 METERS N BY W AND 17.46 METERS E BY S FROM
 PE2045'THE STATION.
 PE2045
 PE2045                          STATION RECOVERY (1945)
 PE2045
 PE2045'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (FLP)
 PE2045'STATION IS ON HIGHEST HILL ON SW SIDE OF ISLAND, ON BARE
 PE2045'LEDGE.  A COLLECTION OF BOULDERS ON LEDGE IN VICINITY OF STATION
 PE2045'WILL AID RECOVERY FOR MANY YEARS.  DISTANCES TO REFERENCE MARKS
 PE2045'CHECKED.
 PE2045
 PE2045                          STATION RECOVERY (1956)
 PE2045
 PE2045'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 PE2045'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 PE2045'GOOD CONDITION.  THE 1911 RECOVERY NOTE IS ADEQUATE AND COMPLETE
 PE2045'WITH THE FOLLOWING MEASUREMENTS AND DIRECTIONS OBSERVED BY THE
 PE2045'1956 PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1878 ***********************************************************************
 PE1878  DESIGNATION -  SALISBURY COR HSE W END CHIM
 PE1878  PID         -  PE1878
 PE1878  STATE/COUNTY-  ME/HANCOCK
 PE1878  USGS QUAD   -  SALSBURY COVE (1981)
 PE1878
 PE1878                         *CURRENT SURVEY CONTROL
 PE1878  ___________________________________________________________________
 PE1878* NAD 83(1996)-  44 25 59.24912(N)    068 16 44.13627(W)     ADJUSTED  
 PE1878* NAVD 88     -                                                        
 PE1878  ___________________________________________________________________
 PE1878  LAPLACE CORR-           4.99  (seconds)                    DEFLEC99
 PE1878  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 PE1878
 PE1878  HORZ ORDER  -  THIRD
 PE1878
 PE1878.The horizontal coordinates were established by classical geodetic methods
 PE1878.and adjusted by the National Geodetic Survey in March 1998..
 PE1878
 PE1878
 PE1878.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1878
 PE1878.The geoid height was determined by GEOID03.
 PE1878
 PE1878;                    North         East     Units Scale Factor Converg.
 PE1878;SPC ME E     -    85,178.879   317,600.186   MT  0.99990381   +0 09 17.2
 PE1878;UTM  19      - 4,920,233.706   557,389.220   MT  0.99964050   +0 30 17.4
 PE1878
 PE1878                          SUPERSEDED SURVEY CONTROL
 PE1878
 PE1878  NAD 83(1992)-  44 25 59.24419(N)    068 16 44.13504(W) AD(       ) 4
 PE1878  NAD 83(1986)-  44 25 59.24299(N)    068 16 44.13910(W) AD(       ) 4
 PE1878  NAD 27      -  44 25 58.96000(N)    068 16 46.08000(W) AD(       ) 3
 PE1878
 PE1878.Superseded values are not recommended for survey control.
 PE1878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1878.See file dsdata.txt to determine how the superseded data were derived.
 PE1878
 PE1878_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK5738920234(NAD 83)
 PE1878
 PE1878  HISTORY     - Date     Condition        Report By
 PE1878  HISTORY     - 1934     MONUMENTED       CGS
 PE1878
 PE1878                          STATION DESCRIPTION
 PE1878
 PE1878'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1878'THE WHITE CHIMNEY AT THE W END OF A LARGE TWO STORY, WHITE HOUSE
 PE1878'THAT OVERLOOKS SALISBURY COVE ON THE N END OF MOUNT DESERT ISLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2725 ***********************************************************************
 OC2725  DESIGNATION -  SALLY
 OC2725  PID         -  OC2725
 OC2725  STATE/COUNTY-  ME/YORK
 OC2725  USGS QUAD   -  MOUSAM LAKE (1983)
 OC2725
 OC2725                         *CURRENT SURVEY CONTROL
 OC2725  ___________________________________________________________________
 OC2725* NAD 83(1996)-  43 31 41.35932(N)    070 50 52.97478(W)     ADJUSTED  
 OC2725* NAVD 88     -       185.6    (meters)     609.     (feet)  VERTCON   
 OC2725  ___________________________________________________________________
 OC2725  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 OC2725  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 OC2725
 OC2725  HORZ ORDER  -  SECOND
 OC2725
 OC2725.The horizontal coordinates were established by classical geodetic methods
 OC2725.and adjusted by the National Geodetic Survey in March 1998..
 OC2725
 OC2725.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2725.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2725
 OC2725.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2725
 OC2725.The geoid height was determined by GEOID03.
 OC2725
 OC2725;                    North         East     Units Scale Factor Converg.
 OC2725;SPC ME W     -    77,415.127   844,919.478   MT  1.00000397   -0 28 09.4
 OC2725;UTM  19      - 4,821,127.246   350,663.826   MT  0.99987432   -1 16 22.8
 OC2725
 OC2725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2725!SPC ME W     -   0.99997509  x   1.00000397  =   0.99997906
 OC2725!UTM  19      -   0.99997509  x   0.99987432  =   0.99984941
 OC2725
 OC2725|---------------------------------------------------------------------|
 OC2725| PID    Reference Object                     Distance      Geod. Az  |
 OC2725|                                                           dddmmss.s |
 OC2725| OC2723 SALLY AZ MK                         227.968 METERS 13554     |
 OC2725| OC2724 SALLY 1976 AZ MK A PT               217.193 METERS 13819     |
 OC2725| CE8429 SALLY RM 1                           16.662 METERS 20712     |
 OC2725| OC2730 HUSSEY                              APPROX. 7.4 KM 2580434.2 |
 OC2725| OC2726 SALLY RM 2                           22.710 METERS 31224     |
 OC2725|---------------------------------------------------------------------|
 OC2725
 OC2725                          SUPERSEDED SURVEY CONTROL
 OC2725
 OC2725  NAD 83(1992)-  43 31 41.35744(N)    070 50 52.97666(W) AD(       ) 2
 OC2725  NAD 83(1986)-  43 31 41.36445(N)    070 50 52.98334(W) AD(       ) 2
 OC2725  NAD 27      -  43 31 41.07410(N)    070 50 54.76586(W) AD(       ) 2
 OC2725  NGVD 29 (07/19/86)  185.8    (m)          610.     (f) VERT ANG       
 OC2725
 OC2725.Superseded values are not recommended for survey control.
 OC2725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2725.See file dsdata.txt to determine how the superseded data were derived.
 OC2725
 OC2725_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ5066421127(NAD 83)
 OC2725_MARKER: DS = TRIANGULATION STATION DISK
 OC2725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC2725_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC2725
 OC2725  HISTORY     - Date     Condition        Report By
 OC2725  HISTORY     - 1976     MONUMENTED       NGS
 OC2725
 OC2725                          STATION DESCRIPTION
 OC2725
 OC2725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2725'THE STATION IS LOCATED ABOUT 1 MILE EAST OF MOUSAM LAKE,
 OC2725'0.9 MILE SOUTH OF SHAPLEIGH, 2.4 MILES NORTH OF EMERY MILLS,
 OC2725'AND 5 MILES NORTH-WEST OF SPRINGVALE.
 OC2725'
 OC2725'TO REACH THE STATION MARK FROM THE JUNCTION OF STATE ROUTES
 OC2725'109 AND 11, ABOUT 3 MILES NORTH OF SANFORD, GO NORTHERLY ON
 OC2725'STATE ROUTE 11 FOR 1.9 MILES TO A SHARPE LEFT CURVE IN STATE
 OC2725'ROUTE 11, AND HOOPER ROAD ON THE RIGHT. THE STATION MARK
 OC2725'IS ON THE RIGHT AS DESCRIBED.
 OC2725'
 OC2725'THE STATION MARK IS A STANDARD DISK STAMPED--SALLY 1975--,
 OC2725'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST
 OC2725'WHICH IS FLUSH WITH THE GROUND SURFACE.  THE UNDERGROUND
 OC2725'STATION MARK IS A STANDARD DISK STAMPED--SALLY 1975--,
 OC2725'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE WHICH ITS
 OC2725'ABOUT 42 INCHES BELOW THE GROUND SURFACE.  IT IS 23.9
 OC2725'FEET NORTHEAST OF THE CENTERLINE OF STATE ROUTE 11, 4.9 FEET
 OC2725'SOUTHEAST OF A METAL WITNESS POST,  AND 14.3 FEET NORTH-NORTHWEST
 OC2725'OF POWER POLE 333.
 OC2725'
 OC2725'REFERENCE MARK 1 IS  A STANDARD REFERENCE MARK DISK STAMPED--SALLY
 OC2725'NO 1 19756--SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OC2725'POST WHICH IS 2-INCHES BELOW THE GROUND SURFACE. IT IS 25.0
 OC2725'FEET WEST OF THE CENTERLINE OF STATE ROUTE 11, 2.6 FEET SOUTH
 OC2725'OF A METAL WITNESS POST AND 18.3 FEET NORTH OF A 2-INCH
 OC2725'SILVER MAPLE TREE.
 OC2725'
 OC2725'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK STAMPED--SALLY
 OC2725'NO 2 1975--SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OC2725'POST WHICH IS 1 INCH BELOW THE GROUND SURFACE.  IT IS 20.5 FEET
 OC2725'NORTHEAST OF THE CENTERLINE OF STATE ROUTE 11, 2.0 FEET SOUTHWEST
 OC2725'OF A METAL WITNESSS POST AND 40.8 FEET SOUTHEAST OF POWER POLE J 334.
 OC2725'
 OC2725'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED--SALLY
 OC2725'AZ 1975--SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST
 OC2725'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 2.4 FEET NORTHWEST
 OC2725'OF A METAL WITNESS POST, 4.0 FEET NORTHWEAST OF THE CENTERLINE OF
 OC2725'HOOPER ROAD AND 20.0 FEET SOUTHWEST OF THE TREE LINE.
 OC2725'
 OC2725'TO REACH THE AZIMUTH MARK FROM THE STATION MARK GO
 OC2725'SOUTHEASTERLY ON THE HOOPER ROAD FOR 0.15 MILE TO THE
 OC2725'AZIMUTH MARK ON THE LEFT.
 OC2725'
 OC2725'THE STATION IS ON THE STATE ROAD RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1839 ***********************************************************************
 PE1839  DESIGNATION -  SALLY 1944
 PE1839  PID         -  PE1839
 PE1839  STATE/COUNTY-  ME/HANCOCK
 PE1839  USGS QUAD   -  JOHNS ISLAND (1983)
 PE1839
 PE1839                         *CURRENT SURVEY CONTROL
 PE1839  ___________________________________________________________________
 PE1839* NAD 83(1996)-  44 06 05.56316(N)    068 24 52.10571(W)     ADJUSTED  
 PE1839* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 PE1839  ___________________________________________________________________
 PE1839  LAPLACE CORR-           4.22  (seconds)                    DEFLEC99
 PE1839  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 PE1839
 PE1839  HORZ ORDER  -  THIRD
 PE1839
 PE1839.The horizontal coordinates were established by classical geodetic methods
 PE1839.and adjusted by the National Geodetic Survey in March 1998..
 PE1839
 PE1839.The orthometric height was scaled from a topographic map.
 PE1839
 PE1839.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1839
 PE1839.The geoid height was determined by GEOID03.
 PE1839
 PE1839;                    North         East     Units Scale Factor Converg.
 PE1839;SPC ME E     -    48,318.083   306,847.335   MT  0.99990058   +0 03 34.3
 PE1839;UTM  19      - 4,883,318.007   546,863.929   MT  0.99962701   +0 24 27.0
 PE1839
 PE1839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1839!SPC ME E     -   1.00000370  x   0.99990058  =   0.99990428
 PE1839!UTM  19      -   1.00000370  x   0.99962701  =   0.99963071
 PE1839
 PE1839:                Primary Azimuth Mark                     Grid Az
 PE1839:SPC ME E     -  HAT ISLAND                               303 19 43.9
 PE1839:UTM  19      -  HAT ISLAND                               302 58 51.2
 PE1839
 PE1839|---------------------------------------------------------------------|
 PE1839| PID    Reference Object                     Distance      Geod. Az  |
 PE1839|                                                           dddmmss.s |
 PE1839| PE1997 HAT ISLAND                          APPROX. 8.4 KM 3032318.2 |
 PE1839|---------------------------------------------------------------------|
 PE1839
 PE1839                          SUPERSEDED SURVEY CONTROL
 PE1839
 PE1839  NAD 83(1992)-  44 06 05.57548(N)    068 24 52.09223(W) AD(       ) 3
 PE1839  NAD 83(1986)-  44 06 05.57686(N)    068 24 52.09740(W) AD(       ) 3
 PE1839  NAD 27      -  44 06 05.27700(N)    068 24 54.01100(W) AD(       ) 3
 PE1839
 PE1839.Superseded values are not recommended for survey control.
 PE1839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1839.See file dsdata.txt to determine how the superseded data were derived.
 PE1839
 PE1839_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ4686483318(NAD 83)
 PE1839
 PE1839  HISTORY     - Date     Condition        Report By
 PE1839  HISTORY     - 1944     MONUMENTED       CGS
 PE1839
 PE1839                          STATION DESCRIPTION
 PE1839
 PE1839'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1839'STATION IS LOCATED IN THE CENTER OF THE HIGHEST PART OF
 PE1839'JOHN ISLAND DRY LEDGE, ON THE EASTERLY PART THAT IS ABOUT 2
 PE1839'FEET ABOVE MEAN HIGH-WATER.  JOHN ID. DRY LEDGE IS ABOUT 3/4
 PE1839'MILE S.W. OF JOHN ISLAND AND ABOUT 2 MILES SOUTH OF SWAN
 PE1839'ISLAND.  MARK IS A STANDARD DISC STAMPED SALLY 1944.
 PE1839'
 PE1839'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK 2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0113 ***********************************************************************
 QG0113  DESIGNATION -  SALMON
 QG0113  PID         -  QG0113
 QG0113  STATE/COUNTY-  ME/PENOBSCOT
 QG0113  USGS QUAD   -  SALMON STREAM LAKE (1988)
 QG0113
 QG0113                         *CURRENT SURVEY CONTROL
 QG0113  ___________________________________________________________________
 QG0113* NAD 83(1996)-  45 42 17.49778(N)    068 28 37.52267(W)     ADJUSTED  
 QG0113* NAVD 88     -       164.528  (meters)     539.79   (feet)  ADJUSTED  
 QG0113  ___________________________________________________________________
 QG0113  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 QG0113  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 QG0113  DYNAMIC HT  -         164.532 (meters)     539.80  (feet)  COMP
 QG0113  MODELED GRAV-     980,635.4   (mgal)                       NAVD 88
 QG0113
 QG0113  HORZ ORDER  -  THIRD
 QG0113  VERT ORDER  -  SECOND    CLASS 0
 QG0113
 QG0113.The horizontal coordinates were established by classical geodetic methods
 QG0113.and adjusted by the National Geodetic Survey in March 1998..
 QG0113
 QG0113.The orthometric height was determined by differential leveling
 QG0113.and adjusted by the National Geodetic Survey in June 1991..
 QG0113
 QG0113.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG0113
 QG0113.The geoid height was determined by GEOID03.
 QG0113
 QG0113.The dynamic height is computed by dividing the NAVD 88
 QG0113.geopotential number by the normal gravity value computed on the
 QG0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0113.degrees latitude (g = 980.6199 gals.).
 QG0113
 QG0113.The modeled gravity was interpolated from observed gravity values.
 QG0113
 QG0113;                    North         East     Units Scale Factor Converg.
 QG0113;SPC ME E     -   226,473.198   301,783.947   MT  0.99990004   +0 00 59.0
 QG0113;UTM  19      - 5,061,389.270   540,704.886   MT  0.99962037   +0 22 27.4
 QG0113
 QG0113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG0113!SPC ME E     -   0.99997800  x   0.99990004  =   0.99987805
 QG0113!UTM  19      -   0.99997800  x   0.99962037  =   0.99959838
 QG0113
 QG0113|---------------------------------------------------------------------|
 QG0113| PID    Reference Object                     Distance      Geod. Az  |
 QG0113|                                                           dddmmss.s |
 QG0113| QG0112 SALMON RM 1                          18.931 METERS 06434     |
 QG0113| CE9523 SALMON AZ MK                                       0741024.9 |
 QG0113| QG0114 SALMON RM 2                          16.090 METERS 14237     |
 QG0113| QG0107 WADLEIGH                            APPROX. 3.2 KM 2075335.5 |
 QG0113| QG1438 APT BCN MILLINOCKET MUN APT         APPROX.17.5 KM 2510012.3 |
 QG0113|---------------------------------------------------------------------|
 QG0113
 QG0113                          SUPERSEDED SURVEY CONTROL
 QG0113
 QG0113  NAD 83(1992)-  45 42 17.49769(N)    068 28 37.52004(W) AD(       ) 3
 QG0113  NAD 83(1986)-  45 42 17.50365(N)    068 28 37.52877(W) AD(       ) 3
 QG0113  NAD 27      -  45 42 17.31550(N)    068 28 39.42580(W) AD(       ) 3
 QG0113  NGVD 29 (??/??/92)  164.714  (m)          540.40   (f) ADJ UNCH    2 0
 QG0113
 QG0113.Superseded values are not recommended for survey control.
 QG0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0113.See file dsdata.txt to determine how the superseded data were derived.
 QG0113
 QG0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL4070561389(NAD 83)
 QG0113_MARKER: DS = TRIANGULATION STATION DISK
 QG0113_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QG0113_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QG0113_STAMPING: SALMON 1958
 QG0113_MARK LOGO: NGS   
 QG0113_MAGNETIC: N = NO MAGNETIC MATERIAL
 QG0113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG0113
 QG0113  HISTORY     - Date     Condition        Report By
 QG0113  HISTORY     - 1958     MONUMENTED       CGS
 QG0113  HISTORY     - 1959     GOOD             NGS
 QG0113  HISTORY     - 19821025 GOOD             NGS
 QG0113
 QG0113                          STATION DESCRIPTION
 QG0113
 QG0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 QG0113'STATION IS LOCATED ABOUT 7 MILES NORTH NORTHEAST OF MEDWAY AND
 QG0113'ABOUT 1/4 MILE EAST OF THE SOUTH END OF SALMON STREAM LAKE ON
 QG0113'PROPERTY OF THE INTERNATIONAL PAPER COMPANY.  STATION IS ABOUT
 QG0113'50 YARDS WEST OF A WOODS ROAD AND 13 FEET NORTHWEST OF A TRIANGLE
 QG0113'BLAZED TREE.  THE MARK PROJECTS ABOUT 8 INCHES AND THE DISK IS
 QG0113'STAMPED SALMON 1958.
 QG0113'
 QG0113'REFERENCE MARK NO. 1 IS 11 FEET NORTH OF CLEARED TRAIL.  THE MARK
 QG0113'PROJECTS ABOUT 1 FOOT AND THE DISK IS STAMPED SALMON NO. 1 1958.
 QG0113'
 QG0113'REFERENCE MARK NO. 2 IS 45 FEET SOUTH OF TRIANGLE BLAZED TREE.  THE
 QG0113'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED SALMON
 QG0113'NO. 2 1958.
 QG0113'
 QG0113'AZIMUTH MARK IS 69 FEET EAST NORTHEAST OF THE APPROXIMATE CENTER OF
 QG0113'WOODS ROAD AT POINT IN ROAD BETWEEN TWO TRIANGLE BLAZED TREES.  THE
 QG0113'DISK IS CEMENTED FLUSH IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 QG0113'ABOUT 2.5 FEET AND THE DISK IS STAMPED SALMON 1958.
 QG0113'
 QG0113'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 11 AND 157
 QG0113'IN THE NORTH EDGE OF MEDWAY GO NORTHWESTERLY ON STATE HIGHWAY 11
 QG0113'FOR 5.8 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND FOLLOW MAIN
 QG0113'GRAVEL ROAD FOR 0.85 MILES TO FORK.  TAKE RIGHT FORK FOR 1.7 MILES
 QG0113'TO FORK JUST AFTER CROSSING BRIDGE.  TAKE RIGHT FORK FOR 1.9
 QG0113'MILES TO BRIDGE OVER SALMON STREAM. CONTINUE ON MAIN GRAVEL ROAD
 QG0113'FOR 1.2 MILES TO THE REMAINS OF AN OLD WOODS CAMP.  CONTINUE
 QG0113'NORTHERLY ON WOODS ROAD FOR 0.4 MILE TO FORK.  KEEP LEFT FORK FOR
 QG0113'1.7 MILES TO A TRIANGLE BLAZED TREE ON EAST SIDE OF ROAD, JUST
 QG0113'AFTER PASSING OVER SMALL HILL.  CONTINUE ON WOODS ROAD FOR 0.05
 QG0113'MILE TO FORK.  TAKE LEFT FORK FOR 0.05 MILE TO SIDE ROAD
 QG0113'LEFT.  CONTINUE STRAIGHT AHEAD FOR 0.1 MILE TO FORK.  TAKE
 QG0113'LEFT FORK FOR 0.1 MILE TO A TRIANGLE BLAZED TREE ON EACH SIDE OF
 QG0113'ROAD.  TURN LEFT ON CLEARED TRAIL FOR 50 YARDS TO STATION AS
 QG0113'DESCRIBED.  TO REACH AZIMUTH MARK FROM TWO TRIANGLE BLAZED
 QG0113'TREES GO WEST FOR 23 YARDS TO MARK IN BOULDER AS DESCRIBED.
 QG0113'
 QG0113'A FOUR-WHEEL DRIVE VEHICLE IS NECESSARY TO DRIVE TO STATION IN
 QG0113'WET WEATHER.
 QG0113'
 QG0113'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 QG0113
 QG0113                          STATION RECOVERY (1959)
 QG0113
 QG0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 QG0113'12.2 MI NE FROM MEDWAY.
 QG0113'5.3 MILES NORTH-NORTHWEST ALONG STATE HIGHWAY 11 FROM ITS JUNCTION
 QG0113'WITH STATE HIGHWAY 157 AT MEDWAY, THENCE 2.4 MILES EAST ALONG
 QG0113'THE MAIN TRAVELED GRAVEL ROAD, THENCE 2.6 MILES SOUTHEAST ALONG A
 QG0113'GRAVEL ROAD, THENCE 1.9 MILES EAST ALONG A WOODS ROAD, ABOUT 1/4
 QG0113'MILE EAST OF THE SOUTH END OF SALMON STREAM LAKE, ABOUT 50 YARDS
 QG0113'WEST OF THE CENTER LINE OF THE WOODS ROAD, AT A HEAVILY WOODED
 QG0113'AREA, 13 FEET NORTHWEST OF A TRIANGULAR BLAZED TREE, SET IN THE
 QG0113'TOP OF A CONCRETE FILLED PIPE AND PROJECTING 8 INCHES ABOVE THE
 QG0113'GROUND LEVEL.
 QG0113
 QG0113                          STATION RECOVERY (1982)
 QG0113
 QG0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 QG0113'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 QG0113'RECOVERED IN GOOD CONDITION.  THE STATION MARK APPEARS TO BE LEANING
 QG0113'SLIGHTLY TO THE NORTH.  THE DISTANCES AND DIRECTIONS TO THE MARKS
 QG0113'CHECKED SO MAYBE THE MARK WAS SET THAT WAY.  A NEW DESCRIPTION
 QG0113'FOLLOWS.
 QG0113' 
 QG0113'THE STATION IS LOCATED ABOUT 11.3 KM (7.0 MI) NORTH NORTHEAST OF
 QG0113'MEDWAY, 0.4 KM (0.25 MI) EAST OF THE SOUTH END OF SALMON STREAM LAKE
 QG0113'AND ON THE WEST SLOPE OF A HIGH TIMBERED HILL ABOUT 200 YARDS EAST OF
 QG0113'INTERSTATE HIGHWAY 95.
 QG0113' 
 QG0113'TO REACH THE STATION FROM THE OVERPASS BRIDGE, WHERE STATE HIGHWAY 157
 QG0113'CROSSES OVER INTERSTATE HIGHWAY 95, AT THE EAST EDGE OF MEDWAY, GO
 QG0113'NORTHEAST ON INTERSTATE HIGHWAY 95 FOR 12.1 KM (7.5 MI) TO A POINT 200
 QG0113'YARDS SOUTHWEST OF MILEPOST 245, WHICH IS JUST BEFORE REACHING A EXIT
 QG0113'ROAD FOR A SCENIC VIEW, AND THE END OF TRUCK TRAVEL.  THE POINT IS A
 QG0113'RAILROAD SPIKE DRIVEN INTO THE ASPHALT BREAKDOWN LANE.  FROM THEIS
 QG0113'POINT PACK SOUTH-A COMPASS BEARING FOR ABOUT 250 YARDS TO THE STATION.
 QG0113'THE STATION IS A STANDARD NGS DISK STAMPED--SALMON 1958--, SET IN THE
 QG0113'TOP OF A 4-INCH TILE PIPE FILLED WITH CONCRETE THAT PROJECTS 15 CM (6
 QG0113'INCHES) ABOVE GROUND LOCATED 30.0 FT (9.1 M) W FROM THE CENTER OF A
 QG0113'LARGE EXPOSED ROCK OUTCROP, 20.5 FT (6.2 M) NE FROM A 12-INCH OAK TREE
 QG0113'THAT HAS GUY WIRE WRAPPED AROUND IT, AND 13.5 FT (4.1 M) WNW FROM A
 QG0113'18-INCH TRIANGULAR BLAZED OAK TREE WITH A WITNESS SIGN ATTACHED.
 QG0113' 
 QG0113'REFERENCE MARK NO 1 IS A STANDARD NGS DISK STAMPED--SALMON NO 1
 QG0113'1958--, SET IN THE TOP OF A 4-INCH TILE PIPE FILLED WITH CONCRETE AND
 QG0113'PROJECTS 15 CM (6 INCHES) ABOVE GROUND LOCATED 34.0 FT (10.4 M) ENE
 QG0113'FROM THE CENTER OF THE LARGE EXPOSED ROCK OUTCROP, 7.0 FT (2.1 M) WNW
 QG0113'FROM A 18-INCH TRIANGULAR BLAZED OAK TREE, AND 2.0 FT (0.6 M) LOWER
 QG0113'THAN THE STATION.
 QG0113' 
 QG0113'REFERENCE MARK NO 2 IS A STANDARD NGS DISK STAMPED--SALMON NO 2
 QG0113'1958--, SET IN THE TOP OF A 4-INCH TILE PIPE FILLED WITH CONCRETE THAT
 QG0113'PROJECTS 15 CM (6 INCHES) ABOVE GROUND LOCATED 46.0 FT (14.0 M) S FROM
 QG0113'THE 18-INCH TRIANGULAR BLAZED OAK TREE WITH METAL SIGN, 20.0 FT (6.1
 QG0113'M) S FROM A 12-INCH OAK TREE WITH GUY WIRE WRAPPED AROUND IT, 16.0 FT
 QG0113'(4.9 M) WSW FROM A 14-INCH TREE WITH GUY WIRE WRAPPED AROUND IT, AND
 QG0113'1.5 FT (0.5 M) LOWER THAN THE STATION.
 QG0113' 
 QG0113'AZIMUTH MARK NO 1 IS A STANDARD NGS DISK STAMPED--SALMON 1958--, SET
 QG0113'INTO ROCK OUTCROP 5.0 FT (1.5 M) LARGEST DIMENSION LOCATED 78.0 FT
 QG0113'(23.8 M) ENE FROM A 22-INCH TRIANGULAR BLAZED FIR TREE, AND 69.0 FT
 QG0113'(21.0 M) E FROM THE CENTER OF A DIM WOODS ROAD.
 QG0113' 
 QG0113'TO REACH THE AZIMUTH MARK FROM THE STATION, PACK EAST FOR ABOUT 70
 QG0113'YARDS TO THE ROCK OUTCROP THAT PROJECTS 3 FEET ON THE WEST SIDE AND
 QG0113'THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1329 ***********************************************************************
 QG1329  DESIGNATION -  SALMON
 QG1329  PID         -  QG1329
 QG1329  STATE/COUNTY-  ME/PISCATAQUIS
 QG1329  USGS QUAD   -  PINE STREAM FLOWAGE (1988)
 QG1329
 QG1329                         *CURRENT SURVEY CONTROL
 QG1329  ___________________________________________________________________
 QG1329* NAD 83(1996)-  45 56 48.81371(N)    069 27 37.12105(W)     ADJUSTED  
 QG1329* NAVD 88     -       399.4    (meters)    1310.     (feet)  VERTCON   
 QG1329  ___________________________________________________________________
 QG1329  LAPLACE CORR-           4.90  (seconds)                    DEFLEC99
 QG1329  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 QG1329
 QG1329  HORZ ORDER  -  THIRD
 QG1329
 QG1329.The horizontal coordinates were established by classical geodetic methods
 QG1329.and adjusted by the National Geodetic Survey in March 1998..
 QG1329
 QG1329.The NAVD 88 height was computed by applying the VERTCON shift value to
 QG1329.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QG1329
 QG1329.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1329
 QG1329.The geoid height was determined by GEOID03.
 QG1329
 QG1329;                    North         East     Units Scale Factor Converg.
 QG1329;SPC ME E     -   253,820.067   225,547.529   MT  0.99996812   -0 41 24.7
 QG1329;SPC ME W     -   346,209.407   954,767.064   MT  1.00000353   +0 30 27.6
 QG1329;UTM  19      - 5,088,249.934   464,322.950   MT  0.99961565   -0 19 51.0
 QG1329
 QG1329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1329!SPC ME E     -   0.99994123  x   0.99996812  =   0.99990935
 QG1329!SPC ME W     -   0.99994123  x   1.00000353  =   0.99994476
 QG1329!UTM  19      -   0.99994123  x   0.99961565  =   0.99955690
 QG1329
 QG1329:                Primary Azimuth Mark                     Grid Az
 QG1329:SPC ME E     -  SOUBUNGE                                 081 42 11.5
 QG1329:SPC ME W     -  SOUBUNGE                                 080 30 19.2
 QG1329:UTM  19      -  SOUBUNGE                                 081 20 37.8
 QG1329
 QG1329|---------------------------------------------------------------------|
 QG1329| PID    Reference Object                     Distance      Geod. Az  |
 QG1329|                                                           dddmmss.s |
 QG1329| QG1313 SOUBUNGE                            APPROX.20.7 KM 0810046.8 |
 QG1329| DA4549 SALMON RM 1                           4.940 METERS 08224     |
 QG1329| QG1330 SALMON USGS TARGET 1955               4.570 METERS 14659     |
 QG1329| DA4550 SALMON RM 2                           5.775 METERS 27657     |
 QG1329|---------------------------------------------------------------------|
 QG1329
 QG1329                          SUPERSEDED SURVEY CONTROL
 QG1329
 QG1329  NAD 83(1992)-  45 56 48.81292(N)    069 27 37.11289(W) AD(       ) 3
 QG1329  NAD 83(1986)-  45 56 48.81720(N)    069 27 37.12573(W) AD(       ) 3
 QG1329  NAD 27      -  45 56 48.66300(N)    069 27 38.91900(W) AD(       ) 3
 QG1329  NGVD 29 (07/19/86)  399.6    (m)         1311.     (f) VERT ANG       
 QG1329
 QG1329.Superseded values are not recommended for survey control.
 QG1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1329.See file dsdata.txt to determine how the superseded data were derived.
 QG1329
 QG1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL6432388250(NAD 83)
 QG1329_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QG1329_SETTING: 66 = SET IN ROCK OUTCROP
 QG1329
 QG1329  HISTORY     - Date     Condition        Report By
 QG1329  HISTORY     - 1955     MONUMENTED       CGS
 QG1329
 QG1329                          STATION DESCRIPTION
 QG1329
 QG1329'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 QG1329'THE STATION IS LOCATED AIRLINE, ABOUT 35 MILES NORTH-NORTHEAST OF
 QG1329'GREENVILLE AND ABOUT 8 MILES SOUTH-SOUTHWEST OF THE SMALL VILLAGE
 QG1329'OF CHESUNCOOK ON THE HIGHEST POINT OF A ROCKY EAST-WEST RIDGE
 QG1329'WHICH IS COVERED WITH TREES.
 QG1329'
 QG1329'THE STATION IS A STANDARD DISK STAMPED SALMON 1955 SET IN A DRILL
 QG1329'HOLE IN AN OUTCROPPING OF BEDROCK WHICH IS ABOUT FLUSH WITH THE
 QG1329'SURROUNDING SURFACE.  IT IS 4 FEET SOUTHEAST OF A SMALL FIR TREE
 QG1329'WITH A TRIANGULAR BLAZE.
 QG1329'
 QG1329'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED SALMON
 QG1329'NO 1 1955 SET IN A DRILL HOLE IN AN OUTCROPPING OF BEDROCK WHICH
 QG1329'IS ABOUT FLUSH WITH THE SURROUNDING SURFACE AND IS ABOUT 18 INCHES
 QG1329'LOWER THAN THE STATION.
 QG1329'
 QG1329'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED SALMON
 QG1329'NO 2 1955 SET IN A DRILL HOLE IN AN OUTCROPPING OF BEDROCK WHICH
 QG1329'IS ABOUT 2 FEET LOWER THAN THE SURROUNDING SURFACE AND IS ABOUT
 QG1329'3 FEET LOWER THAN THE STATION.
 QG1329'
 QG1329'TO REACH THE STATION FROM GREENVILLE, BY FLOAT PLANE, GO
 QG1329'NORTH-NORTHEASTERLY FOR ABOUT 35 MILES TO SALMON POND AND A CABIN
 QG1329'WHICH IS ON THE NORTHEAST SHORE OF THE POND.  FROM THE CABIN, PACK
 QG1329'NORTHWEST ALONG A TRAIL FOR ABOUT 200 FEET.  THENCE NORTHERLY
 QG1329'FOLLOWING THE BLAZED TREES FOR ABOUT 0.35 MILE TO AN EAST-WEST
 QG1329'RIDGE.  TURN LEFT AND GO WEST LONG THE RIDGE FOR ABOUT 200 FEET
 QG1329'TO THE HIGHEST POINT OF THE RIDGE, A SMALL FIR TREE WITH A
 QG1329'TRIANGULAR BLAZE AND THE STATION.  PACKING TIME IS ABOUT 30
 QG1329'MINUTES.
 QG1329'
 QG1329'SALMON (USGS), TARGET IS A RED AND WHITE FLAG TIED TO THE TOP OF
 QG1329'A SPRUCE TREE THAT IS ABOUT 10 INCHES IN DIAMETER AND ABOUT 30
 QG1329'FEET HIGH.  THE TOP OF THE TREE WAS INTERSECTED.
 QG1329'
 QG1329'HEIGHT OF LIGHT ABOVE STATION MARK 1.62 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1678 ***********************************************************************
 QF1678  DESIGNATION -  SALMON IBC
 QF1678  PID         -  QF1678
 QF1678  STATE/COUNTY-  ME/WASHINGTON
 QF1678  USGS QUAD   -  FOREST CITY (1988)
 QF1678
 QF1678                         *CURRENT SURVEY CONTROL
 QF1678  ___________________________________________________________________
 QF1678* NAD 83(1996)-  45 41 19.47740(N)    067 43 37.57697(W)     ADJUSTED  
 QF1678* NAVD 88     -       118.     (meters)     387.     (feet)  SCALED    
 QF1678  ___________________________________________________________________
 QF1678  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 QF1678  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 QF1678
 QF1678  HORZ ORDER  -  THIRD
 QF1678
 QF1678.The horizontal coordinates were established by classical geodetic methods
 QF1678.and adjusted by the National Geodetic Survey in March 1998..
 QF1678
 QF1678.The orthometric height was scaled from a topographic map.
 QF1678
 QF1678.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1678
 QF1678.The geoid height was determined by GEOID03.
 QF1678
 QF1678;                    North         East     Units Scale Factor Converg.
 QF1678;SPC ME E     -   224,972.366   360,199.776   MT  0.99994454   +0 33 11.0
 QF1678;UTM  19      - 5,060,253.602   599,114.243   MT  0.99972077   +0 54 39.2
 QF1678
 QF1678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1678!SPC ME E     -   0.99998526  x   0.99994454  =   0.99992980
 QF1678!UTM  19      -   0.99998526  x   0.99972077  =   0.99970603
 QF1678
 QF1678|---------------------------------------------------------------------|
 QF1678| PID    Reference Object                     Distance      Geod. Az  |
 QF1678|                                                           dddmmss.s |
 QF1678| QF1672 MOUTH IBC                           335.299 METERS 15118     |
 QF1678| QF1681 SHADE IBC                            39.373 METERS 24433     |
 QF1678| QF1688 RAPIDS IBC                          149.814 METERS 28414     |
 QF1678| QF1679 REFERENCE MON 72                     12.700 METERS 29322     |
 QF1678| QF1687 DRIVER IBC                          140.343 METERS 30701     |
 QF1678|---------------------------------------------------------------------|
 QF1678
 QF1678                          SUPERSEDED SURVEY CONTROL
 QF1678
 QF1678  NAD 83(1992)-  45 41 19.47433(N)    067 43 37.57531(W) AD(       ) 3
 QF1678  NAD 83(1986)-  45 41 19.47898(N)    067 43 37.59166(W) AD(       ) 3
 QF1678  NAD 27      -  45 41 19.26300(N)    067 43 39.56500(W) AD(       ) 3
 QF1678
 QF1678.Superseded values are not recommended for survey control.
 QF1678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1678.See file dsdata.txt to determine how the superseded data were derived.
 QF1678
 QF1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL9911460254(NAD 83)
 QF1678_MARKER: DD = SURVEY DISK
 QF1678_SETTING: 80 = SET IN A BOULDER
 QF1678_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF1678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1678+STABILITY: SURFACE MOTION
 QF1678
 QF1678  HISTORY     - Date     Condition        Report By
 QF1678  HISTORY     - 1912     MONUMENTED       IBC
 QF1678  HISTORY     - 1972     GOOD             IBC
 QF1678
 QF1678                          STATION DESCRIPTION
 QF1678
 QF1678'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (AJB)
 QF1678'ON THE NE BANK OF THE STREAM CONNECTING MUD AND SPEDNIK LAKES, ABOUT
 QF1678'300 METERS DOWNSTREAM FROM THE DAM AT THE OUTLET OF MUD LAKE.  IT IS
 QF1678'ON A LARGE ROCK, NEAR TWO OTHER ROCKS, ONE ON TOP OF THE OTHER, THE
 QF1678'UPPER OF WHICH IS 1.5 METERS HIGHER THAN THE ROCK THE STATION IS ON.
 QF1678'IT IS 20 FEET FROM THE STREAM AND 6 FEET ABOVE IT.  THERE IS AN
 QF1678'EYEBOLT IN THE LOWER OF THE OTHER ROCKS.
 QF1678'
 QF1678'STATION MARK IS A COPPER DISK SET IN A DRILL HOLE IN THE ROCK.  A
 QF1678'CROSS WITHIN A TRIANGLE IS CUT IN A ROCK 1.1 METERS HIGH, 4.98 METERS
 QF1678'INLAND AND UPSTREAM FROM THE STATION.  A CROSS WITH IN TRIANGLE IS
 QF1678'CUT IN A ROCK 0.7 METER HIGH, 4.95 METERS INLAND AND SLIGHTLY
 QF1678'DOWNSTREAM FROM THE STATION.  A CROSS WITHIN A TRIANGLE IS CUT IN
 QF1678'THE ROCK REFERRED TO AS BEING ON TOP OF ANOTHER, 1.82 METERS
 QF1678'RIVERWARD FROM THE STATION.
 QF1678
 QF1678                          STATION RECOVERY (1972)
 QF1678
 QF1678'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (FXP)
 QF1678'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0112 ***********************************************************************
 QG0112  DESIGNATION -  SALMON RM 1
 QG0112  PID         -  QG0112
 QG0112  STATE/COUNTY-  ME/PENOBSCOT
 QG0112  USGS QUAD   -  SALMON STREAM LAKE (1988)
 QG0112
 QG0112                         *CURRENT SURVEY CONTROL
 QG0112  ___________________________________________________________________
 QG0112* NAD 83(1986)-  45 42 17.     (N)    068 28 37.     (W)     SCALED    
 QG0112* NAVD 88     -       164.706  (meters)     540.37   (feet)  ADJUSTED  
 QG0112  ___________________________________________________________________
 QG0112  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 QG0112  DYNAMIC HT  -         164.710 (meters)     540.39  (feet)  COMP
 QG0112  MODELED GRAV-     980,635.4   (mgal)                       NAVD 88
 QG0112
 QG0112  VERT ORDER  -  SECOND    CLASS 0
 QG0112
 QG0112.The horizontal coordinates were scaled from a topographic map and have
 QG0112.an estimated accuracy of +/- 6 seconds.
 QG0112
 QG0112.The orthometric height was determined by differential leveling
 QG0112.and adjusted by the National Geodetic Survey in June 1991..
 QG0112
 QG0112.The geoid height was determined by GEOID03.
 QG0112
 QG0112.The dynamic height is computed by dividing the NAVD 88
 QG0112.geopotential number by the normal gravity value computed on the
 QG0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0112.degrees latitude (g = 980.6199 gals.).
 QG0112
 QG0112.The modeled gravity was interpolated from observed gravity values.
 QG0112
 QG0112;                    North         East    Units  Estimated Accuracy
 QG0112;SPC ME E     -   226,460.      301,800.      MT  (+/- 180 meters Scaled)
 QG0112
 QG0112                          SUPERSEDED SURVEY CONTROL
 QG0112
 QG0112  NGVD 29 (??/??/92)  164.893  (m)          540.99   (f) ADJ UNCH    2 0
 QG0112
 QG0112.Superseded values are not recommended for survey control.
 QG0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0112.See file dsdata.txt to determine how the superseded data were derived.
 QG0112
 QG0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL407613(NAD 83)
 QG0112_MARKER: DR = REFERENCE MARK DISK
 QG0112_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QG0112_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QG0112_STAMPING: SALMON NO 1 1958
 QG0112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG0112
 QG0112  HISTORY     - Date     Condition        Report By
 QG0112  HISTORY     - 1958     MONUMENTED       CGS
 QG0112  HISTORY     - 1959     GOOD             NGS
 QG0112
 QG0112                          STATION DESCRIPTION
 QG0112
 QG0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QG0112'12.2 MI NE FROM MEDWAY.
 QG0112'5.3 MILES NORTH-NORTHWEST ALONG STATE HIGHWAY 11 FROM THE JUNCTION
 QG0112'OF STATE HIGHWAY 157 AT MEDWAY, THENCE 2.4 MILES EAST ALONG THE
 QG0112'MAIN TRAVELED ROAD, THENCE 2.6 MILES SOUTHEAST ALONG A GRAVEL ROAD,
 QG0112'THENCE 1.9 MILES EAST ALONG A WOODS ROAD, ABOUT 50 YARDS WEST
 QG0112'OF THE CENTER LINE OF THE ROAD, 11 FEET NORTH OF A CLEARED TRAIL,
 QG0112'62.1 FEET NORTHEAST OF THE STATION, SET IN THE TOP OF A CONCRETE
 QG0112'FILLED PIPE PROJECTING 2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0114 ***********************************************************************
 QG0114  DESIGNATION -  SALMON RM 2
 QG0114  PID         -  QG0114
 QG0114  STATE/COUNTY-  ME/PENOBSCOT
 QG0114  USGS QUAD   -  SALMON STREAM LAKE (1988)
 QG0114
 QG0114                         *CURRENT SURVEY CONTROL
 QG0114  ___________________________________________________________________
 QG0114* NAD 83(1986)-  45 42 18.     (N)    068 28 36.     (W)     SCALED    
 QG0114* NAVD 88     -       164.150  (meters)     538.55   (feet)  ADJUSTED  
 QG0114  ___________________________________________________________________
 QG0114  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 QG0114  DYNAMIC HT  -         164.154 (meters)     538.56  (feet)  COMP
 QG0114  MODELED GRAV-     980,635.4   (mgal)                       NAVD 88
 QG0114
 QG0114  VERT ORDER  -  SECOND    CLASS 0
 QG0114
 QG0114.The horizontal coordinates were scaled from a topographic map and have
 QG0114.an estimated accuracy of +/- 6 seconds.
 QG0114
 QG0114.The orthometric height was determined by differential leveling
 QG0114.and adjusted by the National Geodetic Survey in June 1991..
 QG0114
 QG0114.The geoid height was determined by GEOID03.
 QG0114
 QG0114.The dynamic height is computed by dividing the NAVD 88
 QG0114.geopotential number by the normal gravity value computed on the
 QG0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0114.degrees latitude (g = 980.6199 gals.).
 QG0114
 QG0114.The modeled gravity was interpolated from observed gravity values.
 QG0114
 QG0114;                    North         East    Units  Estimated Accuracy
 QG0114;SPC ME E     -   226,490.      301,820.      MT  (+/- 180 meters Scaled)
 QG0114
 QG0114                          SUPERSEDED SURVEY CONTROL
 QG0114
 QG0114  NGVD 29 (??/??/92)  164.337  (m)          539.16   (f) ADJ UNCH    2 0
 QG0114
 QG0114.Superseded values are not recommended for survey control.
 QG0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0114.See file dsdata.txt to determine how the superseded data were derived.
 QG0114
 QG0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL407614(NAD 83)
 QG0114_MARKER: DR = REFERENCE MARK DISK
 QG0114_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QG0114_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QG0114_STAMPING: SALMON NO 2 1958
 QG0114_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QG0114
 QG0114  HISTORY     - Date     Condition        Report By
 QG0114  HISTORY     - 1958     MONUMENTED       CGS
 QG0114  HISTORY     - 1959     GOOD             NGS
 QG0114
 QG0114                          STATION DESCRIPTION
 QG0114
 QG0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QG0114'12.2 MI NE FROM MEDWAY.
 QG0114'5.3 MILES NORTH-NORTHWEST ALONG STATE HIGHWAY 11 FROM ITS JUNCTION
 QG0114'WITH STATE HIGHWAY 157 AT MEDWAY, THENCE 2.4 MILES EAST ALONG
 QG0114'THE MAIN TRAVELED GRAVEL ROAD, THENCE 2.6 MILES SOUTHEAST ALONG A
 QG0114'GRAVEL ROAD, THENCE 1.9 MILES EAST ALONG A WOODS ROAD, ABOUT 50
 QG0114'YARDS WEST OF THE CENTER LINE OF THE WOODS ROAD, 52.8 FEET SOUTHEAST
 QG0114'OF THE STATION, 45 FEET SOUTH OF A BLAZED TREE, SET IN THE TOP
 QG0114'OF A CONCRETE FILLED PIPE PROJECTING 4 INCHES ABOVE THE LEVEL
 QG0114'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1330 ***********************************************************************
 QG1330  DESIGNATION -  SALMON USGS TARGET 1955
 QG1330  PID         -  QG1330
 QG1330  STATE/COUNTY-  ME/PISCATAQUIS
 QG1330  USGS QUAD   -  PINE STREAM FLOWAGE (1988)
 QG1330
 QG1330                         *CURRENT SURVEY CONTROL
 QG1330  ___________________________________________________________________
 QG1330* NAD 83(1996)-  45 56 48.68959(N)    069 27 37.00546(W)     ADJUSTED  
 QG1330* NAVD 88     -       399.     (meters)    1309.     (feet)  SCALED    
 QG1330  ___________________________________________________________________
 QG1330  LAPLACE CORR-           4.90  (seconds)                    DEFLEC99
 QG1330  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 QG1330
 QG1330  HORZ ORDER  -  THIRD
 QG1330
 QG1330.The horizontal coordinates were established by classical geodetic methods
 QG1330.and adjusted by the National Geodetic Survey in March 1998..
 QG1330
 QG1330.The orthometric height was scaled from a topographic map.
 QG1330
 QG1330.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1330
 QG1330.The geoid height was determined by GEOID03.
 QG1330
 QG1330;                    North         East     Units Scale Factor Converg.
 QG1330;SPC ME E     -   253,816.205   225,549.973   MT  0.99996812   -0 41 24.6
 QG1330;SPC ME W     -   346,205.597   954,769.588   MT  1.00000353   +0 30 27.7
 QG1330;UTM  19      - 5,088,246.089   464,325.417   MT  0.99961565   -0 19 50.9
 QG1330
 QG1330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1330!SPC ME E     -   0.99994123  x   0.99996812  =   0.99990935
 QG1330!SPC ME W     -   0.99994123  x   1.00000353  =   0.99994476
 QG1330!UTM  19      -   0.99994123  x   0.99961565  =   0.99955690
 QG1330
 QG1330                          SUPERSEDED SURVEY CONTROL
 QG1330
 QG1330  NAD 83(1992)-  45 56 48.68879(N)    069 27 36.99730(W) AD(       ) 4
 QG1330  NAD 83(1986)-  45 56 48.69309(N)    069 27 37.01013(W) AD(       ) 4
 QG1330  NAD 27      -  45 56 48.53900(N)    069 27 38.80300(W) AD(       ) 3
 QG1330
 QG1330.Superseded values are not recommended for survey control.
 QG1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1330.See file dsdata.txt to determine how the superseded data were derived.
 QG1330
 QG1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL6432588246(NAD 83)
 QG1330
 QG1330  HISTORY     - Date     Condition        Report By
 QG1330  HISTORY     - 1955     MONUMENTED       CGS
 QG1330
 QG1330                          STATION DESCRIPTION
 QG1330
 QG1330'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 QG1330'SEE STATION SALMON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0977 ***********************************************************************
 PD0977  DESIGNATION -  SALT ISLAND 1882
 PD0977  PID         -  PD0977
 PD0977  STATE/COUNTY-  ME/WASHINGTON
 PD0977  USGS QUAD   -  MACHIAS BAY (1993)
 PD0977
 PD0977                         *CURRENT SURVEY CONTROL
 PD0977  ___________________________________________________________________
 PD0977* NAD 83(1996)-  44 40 00.38117(N)    067 21 32.69759(W)     ADJUSTED  
 PD0977* NAVD 88     -        42.     (meters)     138.     (feet)  SCALED    
 PD0977  ___________________________________________________________________
 PD0977  LAPLACE CORR-           5.54  (seconds)                    DEFLEC99
 PD0977  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 PD0977
 PD0977  HORZ ORDER  -  THIRD
 PD0977
 PD0977.The horizontal coordinates were established by classical geodetic methods
 PD0977.and adjusted by the National Geodetic Survey in March 1998..
 PD0977
 PD0977.The orthometric height was scaled from a topographic map.
 PD0977
 PD0977.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0977
 PD0977.The geoid height was determined by GEOID03.
 PD0977
 PD0977;                    North         East     Units Scale Factor Converg.
 PD0977;SPC ME E     -   111,749.398   390,468.648   MT  1.00000062   +0 48 07.6
 PD0977;UTM  19      - 4,947,243.740   630,077.058   MT  0.99980807   +1 09 13.3
 PD0977
 PD0977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0977!SPC ME E     -   0.99999701  x   1.00000062  =   0.99999763
 PD0977!UTM  19      -   0.99999701  x   0.99980807  =   0.99980508
 PD0977
 PD0977                          SUPERSEDED SURVEY CONTROL
 PD0977
 PD0977  NAD 83(1992)-  44 40 00.37720(N)    067 21 32.69515(W) AD(       ) 3
 PD0977  NAD 83(1986)-  44 40 00.37320(N)    067 21 32.69749(W) AD(       ) 3
 PD0977  NAD 27      -  44 40 00.09000(N)    067 21 34.71000(W) AD(       ) 3
 PD0977
 PD0977.Superseded values are not recommended for survey control.
 PD0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0977.See file dsdata.txt to determine how the superseded data were derived.
 PD0977
 PD0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK3007747244(NAD 83)
 PD0977
 PD0977  HISTORY     - Date     Condition        Report By
 PD0977  HISTORY     - 1882     MONUMENTED       CGS
 PD0977  HISTORY     - 1946     SEE DESCRIPTION  CGS
 PD0977  HISTORY     - 1959     SEE DESCRIPTION  CGS
 PD0977
 PD0977                          STATION DESCRIPTION
 PD0977
 PD0977'DESCRIBED BY COAST AND GEODETIC SURVEY 1882 (CHB)
 PD0977'STATION IS ON THE HIGHEST LEDGE OF SALT ISLAND, IN THE WESTERN
 PD0977'PART OF MACHIAS BAY, ABOUT A MILE NE OF AVERY ROCK LIGHTHOUSE
 PD0977'AND ABOUT 3 MILES SE OF MACHIASPORT.  THE STATION IS MARKED BY A
 PD0977'HOLE DRILLED IN THE ROCK.
 PD0977
 PD0977                          STATION RECOVERY (1946)
 PD0977
 PD0977'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0977'STATION RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS CORRECT
 PD0977'AND ADEQUATE.  SOME ROCKS WERE HEAPED OVER THE HOLE SO THAT IT
 PD0977'COULD BE MORE EASILY LOCATED.
 PD0977
 PD0977                          STATION RECOVERY (1959)
 PD0977
 PD0977'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (HSC)
 PD0977'STATION WAS RECOVERED IN GOOD CONDITION.  THE PREVIOUS
 PD0977'DESCRIPTION IS ADEQUATE.  THE STATION IS SURROUNDED BY EVERGREENS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0464 ***********************************************************************
 OB0464  DESIGNATION -  SALTER
 OB0464  PID         -  OB0464
 OB0464  STATE/COUNTY-  ME/SAGADAHOC
 OB0464  USGS QUAD   -  SMALL POINT (1957)
 OB0464
 OB0464                         *CURRENT SURVEY CONTROL
 OB0464  ___________________________________________________________________
 OB0464* NAD 83(1996)-  43 44 38.07253(N)    069 45 20.22874(W)     ADJUSTED  
 OB0464* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 OB0464  ___________________________________________________________________
 OB0464  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 OB0464  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 OB0464
 OB0464  HORZ ORDER  -  THIRD
 OB0464
 OB0464.The horizontal coordinates were established by classical geodetic methods
 OB0464.and adjusted by the National Geodetic Survey in March 1998..
 OB0464
 OB0464.The orthometric height was scaled from a topographic map.
 OB0464
 OB0464.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0464
 OB0464.The geoid height was determined by GEOID03.
 OB0464
 OB0464;                    North         East     Units Scale Factor Converg.
 OB0464;SPC ME W     -   101,242.216   933,108.945   MT  0.99998014   +0 17 03.2
 OB0464;UTM  19      - 4,843,707.425   439,158.865   MT  0.99964553   -0 31 20.9
 OB0464
 OB0464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0464!SPC ME W     -   1.00000406  x   0.99998014  =   0.99998420
 OB0464!UTM  19      -   1.00000406  x   0.99964553  =   0.99964959
 OB0464
 OB0464|---------------------------------------------------------------------|
 OB0464| PID    Reference Object                     Distance      Geod. Az  |
 OB0464|                                                           dddmmss.s |
 OB0464| CE8430 SALTER RM 1                           5.495 METERS 07051     |
 OB0464| OB0469 SEGUIN LIGHTHOUSE 1933              APPROX. 4.0 KM 1824833.0 |
 OB0464| OB0479 HUNNIWELL BEACH PROMINENT FP        APPROX. 3.0 KM 2632049.7 |
 OB0464| OB0541 COXES HEAD FLAGPOLE                 APPROX. 3.7 KM 3134927.4 |
 OB0464| CE8431 SALTER RM 2                           5.328 METERS 32507     |
 OB0464|---------------------------------------------------------------------|
 OB0464
 OB0464                          SUPERSEDED SURVEY CONTROL
 OB0464
 OB0464  NAD 83(1992)-  43 44 38.06973(N)    069 45 20.22661(W) AD(       ) 3
 OB0464  NAD 83(1986)-  43 44 38.07536(N)    069 45 20.23218(W) AD(       ) 3
 OB0464  NAD 27      -  43 44 37.76500(N)    069 45 22.06100(W) AD(       ) 3
 OB0464
 OB0464.Superseded values are not recommended for survey control.
 OB0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0464.See file dsdata.txt to determine how the superseded data were derived.
 OB0464
 OB0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ3915943707(NAD 83)
 OB0464
 OB0464  HISTORY     - Date     Condition        Report By
 OB0464  HISTORY     - 1933     MONUMENTED       CGS
 OB0464  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0464
 OB0464                          STATION DESCRIPTION
 OB0464
 OB0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OB0464'STATION IS ON THE S TIP OF SALTER ISLAND, N OF SEGUIN
 OB0464'LIGHTHOUSE, ON A PROMINENT MOUND OF ROCK WHICH IS SEPARATED FROM
 OB0464'THE MAIN ISLAND AT HIGH WATER.  THE STATION IS S OF A LOG CABIN
 OB0464'ON THE ISLAND AND IS 10 METERS FROM HIGH-WATER LINE ON THE N
 OB0464'SIDE OF THE ROCK, 1 METER FROM HIGH-WATER LINE ON THE E SIDE,
 OB0464'6 METERS FROM THE W SIDE, AND ABOUT 1/2 METER ABOVE HIGH-WATER
 OB0464'LINE.
 OB0464'
 OB0464'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 OB0464'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 OB0464'
 OB0464'REFERENCE MARK NO. 1 IS NE OF THE STATION JUST BELOW HIGH-WATER
 OB0464'LINE.
 OB0464'
 OB0464'REFERENCE MARK NO. 2 IS NW OF THE STATION ON HIGH-WATER LINE.
 OB0464'
 OB0464'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.30 METERS.
 OB0464
 OB0464                          STATION RECOVERY (1942)
 OB0464
 OB0464'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OB0464'THE STATION IS 2.2 MILES N OF SEGUIN LIGHTHOUSE ON THE S TIP
 OB0464'OF SALTER ISLAND, ON A PROMINENT ROCKY MOUND WHICH IS SEPARATED
 OB0464'FROM THE MAIN ISLAND AT HIGH WATER.  THE STATION IS S OF A LOG
 OB0464'CABIN ON THE ISLAND, 10 METERS S OF THE HIGH-WATER LINE, 1 METER
 OB0464'W OF THE HIGH-WATER LINE, 6 METERS E OF THE HIGH-WATER LINE,
 OB0464'AND ABOUT 1/2 METER ABOVE HIGH WATER.
 OB0464'
 OB0464'REFERENCE MARK 1 IS NE OF THE STATION, JUST BELOW THE
 OB0464'HIGH-WATER LINE.
 OB0464'
 OB0464'REFERENCE MARK 2 IS NW OF THE STATION ON HIGH-WATER LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1515 ***********************************************************************
 OC1515  DESIGNATION -  SAMMY
 OC1515  PID         -  OC1515
 OC1515  STATE/COUNTY-  ME/ANDROSCOGGIN
 OC1515  USGS QUAD   -  NORTH POWNAL (1979)
 OC1515
 OC1515                         *CURRENT SURVEY CONTROL
 OC1515  ___________________________________________________________________
 OC1515* NAD 83(1996)-  43 56 56.55194(N)    070 08 53.46357(W)     ADJUSTED  
 OC1515* NAVD 88     -        67.8    (meters)     222.     (feet)  VERTCON   
 OC1515  ___________________________________________________________________
 OC1515  LAPLACE CORR-           3.36  (seconds)                    DEFLEC99
 OC1515  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 OC1515
 OC1515  HORZ ORDER  -  SECOND
 OC1515
 OC1515.The horizontal coordinates were established by classical geodetic methods
 OC1515.and adjusted by the National Geodetic Survey in March 1998..
 OC1515
 OC1515.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC1515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC1515
 OC1515.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1515
 OC1515.The geoid height was determined by GEOID03.
 OC1515
 OC1515;                    North         East     Units Scale Factor Converg.
 OC1515;SPC ME W     -   123,951.696   901,483.617   MT  0.99996669   +0 00 46.2
 OC1515;UTM  19      - 4,866,853.830   407,866.355   MT  0.99970440   -0 47 48.9
 OC1515
 OC1515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1515!SPC ME W     -   0.99999347  x   0.99996669  =   0.99996016
 OC1515!UTM  19      -   0.99999347  x   0.99970440  =   0.99969787
 OC1515
 OC1515|---------------------------------------------------------------------|
 OC1515| PID    Reference Object                     Distance      Geod. Az  |
 OC1515|                                                           dddmmss.s |
 OC1515| CE8432 SAMMY RM 1                           18.422 METERS 03626     |
 OC1515| OC1517 POWNAL CMP MICROWAVE                APPROX. 5.1 KM 2445830.0 |
 OC1515| OC1516 SAMMY AZ MK                         APPROX. 0.5 KM 2780406.4 |
 OC1515| CE8433 SAMMY RM 2                           22.167 METERS 30828     |
 OC1515|---------------------------------------------------------------------|
 OC1515
 OC1515                          SUPERSEDED SURVEY CONTROL
 OC1515
 OC1515  NAD 83(1992)-  43 56 56.55060(N)    070 08 53.46360(W) AD(       ) 2
 OC1515  NAD 83(1986)-  43 56 56.55644(N)    070 08 53.46829(W) AD(       ) 2
 OC1515  NAD 27      -  43 56 56.27816(N)    070 08 55.29010(W) AD(       ) 2
 OC1515  NGVD 29 (07/19/86)   68.0    (m)          223.     (f) VERT ANG       
 OC1515
 OC1515.Superseded values are not recommended for survey control.
 OC1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1515.See file dsdata.txt to determine how the superseded data were derived.
 OC1515
 OC1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0786666854(NAD 83)
 OC1515_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OC1515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC1515_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC1515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OC1515+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2005
 OC1515
 OC1515  HISTORY     - Date     Condition        Report By
 OC1515  HISTORY     - 1977     MONUMENTED       NGS
 OC1515  HISTORY     - 20050421 GOOD             INDIV
 OC1515
 OC1515                          STATION DESCRIPTION
 OC1515
 OC1515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLO)
 OC1515'THE STATION IS LOCATED IN WEST DURHAM, 10 MILES SOUTHEAST
 OC1515'OF LEWISTON, 6 MILES SOUTHWEST OF LISBON FALLS AND 9.5 MILES
 OC1515'WEST-NORTHWEST OF BRUNSWICK.
 OC1515'
 OC1515'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 136 AND
 OC1515'9 IN DURHAM, GO SOUTH ON STATE ROUTES 136 AND 9 FOR 0.4 MILE
 OC1515'TO WHERE STATE ROUTE 9 TURNS RIGHT. TURN RIGHT, GO SOUTHWEST
 OC1515'ON STATE ROUTE 9 FOR 2.35 MILES TO CROSSROADS. TURN
 OC1515'RIGHT AND GO 0.05 MILE TO THE STATION ON THE LEFT BEHIND POLE
 OC1515'NUMBER 2/1-1/2.
 OC1515'
 OC1515'TO REACH THE AZIMUTH FROM THE STATION GO WESTERLY FOR 0.35
 OC1515'MILE TO THE AZIMUTH ON THE LEFT BEHIND POLE NUMBER 13/S/9S.
 OC1515'
 OC1515'THE STATION MARKS, STAMPED---SAMMY 1976---, ARE STANDARD
 OC1515'DISKS. THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 OC1515'CYLINDRICAL CONCRETE POST WHICH IS FLUSH WITH THE GROUND
 OC1515'SURFACE. THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 OC1515'IRREGULAR MASS OF CONCRETE WHICH IS 45 INCHES BELOW THE GROUND
 OC1515'SURFACE. THEY ARE 3 FEET NORTH OF A METAL WITNESS POST, 3 FEET
 OC1515'SOUTH OF POLE NUMBER 2/1-1/2 AND 23 FEET SOUTH OF THE
 OC1515'CENTERLINE OF THE ROAD.
 OC1515'A 3/8-INCH BY 24-INCH STEEL BAR WAS INSTALLED IN THE STATION
 OC1515'MARK.
 OC1515'
 OC1515'REFERENCE MARK 1, STAMPED---SAMMY NO 1 1976---, IS A STANDARD
 OC1515'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST
 OC1515'WHICH IS FLUSH WITH THE GROUND SURFACE. IT IS 3 FEET
 OC1515'NORTHWEST OF A 45 MILE PER HOUR SIGN AND 22 FEET NORTH OF
 OC1515'THE CENTERLINE OF THE ROAD.
 OC1515'
 OC1515'REFERENCE MARK 2, STAMPED---SAMMY NO 2 1976---, IS A STANDARD
 OC1515'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST
 OC1515'WHICH IS FLUSH WITH THE GROUND SURFACE. IT IS 3 FEET
 OC1515'SOUTHWEST OF A 3-INCH MAPLE TREE AND 20 FEET NORTH OF THE
 OC1515'CENTERLINE OF THE ROAD.
 OC1515'
 OC1515'THE AZIMUTH MARK, STAMPED---SAMMY 1976---, IS A STANDARD
 OC1515'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST
 OC1515'WHICH IS FLUSH WITH THE GROUND SURFACE. IT IS 3 FEET
 OC1515'NORTHEAST OF A METAL WITNESS POST, 3 FEET SOUTHWEST OF POLE
 OC1515'NUMBER 13/S/9S AND 22 FEET SOUTHWEST OF THE CENTERLINE OF
 OC1515'THE ROAD.
 OC1515'
 OC1515'THE HEIGHT OF THE LIGHT ABOVE THE STATION WAS 1.68 METERS.
 OC1515'
 OC1515'NO MEASUREMENT WAS TAKEN BETWEEN RM 1 AND RM 2 AS IT WAS
 OC1515'BLOCKED BY ORNAMENTAL SHRUBBERY.
 OC1515'
 OC1515'DESCRIBED BY JERRY E. ELLINGWOOD.
 OC1515
 OC1515                          STATION RECOVERY (2005)
 OC1515
 OC1515'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (KMK)
 OC1515'DISK IS 5' SOUTHWEST FROM NEW UTILITY POLE. BOTH REFERENCE MARKS WERE
 OC1515'RECOVERED, ALSO IN GOOD CONDITION. THE AZIMUTH MARK, SAMMY AZ MK WAS
 OC1515'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1516 ***********************************************************************
 OC1516  DESIGNATION -  SAMMY AZ MK
 OC1516  PID         -  OC1516
 OC1516  STATE/COUNTY-  ME/ANDROSCOGGIN
 OC1516  USGS QUAD   -  NORTH POWNAL (1979)
 OC1516
 OC1516                         *CURRENT SURVEY CONTROL
 OC1516  ___________________________________________________________________
 OC1516* NAD 83(1996)-  43 56 59.04137(N)    070 09 17.77761(W)     ADJUSTED  
 OC1516* NAVD 88     -        62.9    (meters)     206.     (feet)  VERTCON   
 OC1516  ___________________________________________________________________
 OC1516  LAPLACE CORR-           3.34  (seconds)                    DEFLEC99
 OC1516  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 OC1516
 OC1516  HORZ ORDER  -  SECOND
 OC1516
 OC1516.The horizontal coordinates were established by classical geodetic methods
 OC1516.and adjusted by the National Geodetic Survey in March 1998..
 OC1516
 OC1516.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC1516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC1516
 OC1516.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1516
 OC1516.The geoid height was determined by GEOID03.
 OC1516
 OC1516;                    North         East     Units Scale Factor Converg.
 OC1516;SPC ME W     -   124,028.429   900,941.456   MT  0.99996668   +0 00 29.3
 OC1516;UTM  19      - 4,866,938.195   407,325.474   MT  0.99970563   -0 48 05.8
 OC1516
 OC1516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1516!SPC ME W     -   0.99999424  x   0.99996668  =   0.99996092
 OC1516!UTM  19      -   0.99999424  x   0.99970563  =   0.99969987
 OC1516
 OC1516:                Primary Azimuth Mark                     Grid Az
 OC1516:SPC ME W     -  SAMMY                                    098 03 20.3
 OC1516:UTM  19      -  SAMMY                                    098 51 55.4
 OC1516
 OC1516|---------------------------------------------------------------------|
 OC1516| PID    Reference Object                     Distance      Geod. Az  |
 OC1516|                                                           dddmmss.s |
 OC1516| OC1515 SAMMY                               APPROX. 0.5 KM 0980349.6 |
 OC1516| OC1517 POWNAL CMP MICROWAVE                APPROX. 4.6 KM 2411531.0 |
 OC1516|---------------------------------------------------------------------|
 OC1516
 OC1516                          SUPERSEDED SURVEY CONTROL
 OC1516
 OC1516  NAD 83(1992)-  43 56 59.04004(N)    070 09 17.77764(W) AD(       ) 2
 OC1516  NAD 83(1986)-  43 56 59.04590(N)    070 09 17.78236(W) AD(       ) 2
 OC1516  NAD 27      -  43 56 58.76778(N)    070 09 19.60322(W) AD(       ) 2
 OC1516  NGVD 29 (07/19/86)   63.1    (m)          207.     (f) VERT ANG       
 OC1516
 OC1516.Superseded values are not recommended for survey control.
 OC1516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1516.See file dsdata.txt to determine how the superseded data were derived.
 OC1516
 OC1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ0732566938(NAD 83)
 OC1516_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OC1516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC1516_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC1516
 OC1516  HISTORY     - Date     Condition        Report By
 OC1516  HISTORY     - 1977     MONUMENTED       NGS
 OC1516
 OC1516                          STATION DESCRIPTION
 OC1516
 OC1516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (ALB)
 OC1516'THIS STATION WAS ESTABLISHED BY AN EDM MEASUREMENT FROM
 OC1516'TRAVERSE STATION SAMMY. SEE DESCRIPTION THEREOF.
 OC1516'
 OC1516'DESCRIBED BY JERRY E. ELLINGWOOD.
 OC1516'
 OC1516'THE HEIGHT OF LIGHT ABOVE THE STATION WAS 1.0 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2293 ***********************************************************************
 PE2293  DESIGNATION -  SAMOSET HOTEL CUPOLA POLE
 PE2293  PID         -  PE2293
 PE2293  STATE/COUNTY-  ME/KNOX
 PE2293  USGS QUAD   -  ROCKLAND (1979)
 PE2293
 PE2293                         *CURRENT SURVEY CONTROL
 PE2293  ___________________________________________________________________
 PE2293* NAD 83(1996)-  44 07 02.48644(N)    069 05 05.12064(W)     ADJUSTED  
 PE2293* NAVD 88     -                                                        
 PE2293  ___________________________________________________________________
 PE2293  LAPLACE CORR-           2.52  (seconds)                    DEFLEC99
 PE2293  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 PE2293
 PE2293  HORZ ORDER  -  THIRD
 PE2293
 PE2293.The horizontal coordinates were established by classical geodetic methods
 PE2293.and adjusted by the National Geodetic Survey in March 1998..
 PE2293
 PE2293
 PE2293.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2293
 PE2293.The geoid height was determined by GEOID03.
 PE2293
 PE2293;                    North         East     Units Scale Factor Converg.
 PE2293;SPC ME E     -    50,237.559   253,196.170   MT  0.99992693   -0 24 25.5
 PE2293;UTM  19      - 4,884,911.089   493,218.193   MT  0.99960057   -0 03 32.4
 PE2293
 PE2293                          SUPERSEDED SURVEY CONTROL
 PE2293
 PE2293  NAD 83(1992)-  44 07 02.49145(N)    069 05 05.10087(W) AD(       ) 4
 PE2293  NAD 83(1986)-  44 07 02.49628(N)    069 05 05.10790(W) AD(       ) 4
 PE2293  NAD 27      -  44 07 02.20000(N)    069 05 06.95000(W) AD(       ) 3
 PE2293
 PE2293.Superseded values are not recommended for survey control.
 PE2293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2293.See file dsdata.txt to determine how the superseded data were derived.
 PE2293
 PE2293_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ9321884911(NAD 83)
 PE2293
 PE2293  HISTORY     - Date     Condition        Report By
 PE2293  HISTORY     - UNK      MONUMENTED
 PE2293  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2293  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PE2293  HISTORY     - 20010418 MARK NOT FOUND   USPSQD
 PE2293  HISTORY     - 20031008 MARK NOT FOUND   USPSQD
 PE2293
 PE2293                          STATION DESCRIPTION
 PE2293
 PE2293'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2293'STATION IS LOST.  THE HOTEL HAS BEEN REMODELED SINCE 1902.
 PE2293
 PE2293                          STATION RECOVERY (1943)
 PE2293
 PE2293'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 PE2293'ACCORDING TO LOCAL INFORMATION THIS SECTION OF THE HOTEL IS STILL
 PE2293'PART OF THE ORIGINAL AND HAS NOT BEEN ALTERED.  THE NW AND NE
 PE2293'WINGS HAVE BEEN ADDED SINCE 1902.  THE BASE OF THE 20-FOOT
 PE2293'FLAGPOLE ON TOP OF THE CUPOLA WAS LOCATED AS THE STATION.  THIS
 PE2293'CUPOLA IS THE HIGHEST PART OF THE HOTEL.  ANOTHER SHORTER CUPOLA
 PE2293'IS LOCATED ON THE S CORNER OF THE HOTEL JUST A FEW FEET S OF THE
 PE2293'SITE LOCATED.  A PROMINENT DOME WITH WEATHER VANE IS ON THE NE
 PE2293'SECTION OF THE HOTEL.
 PE2293'
 PE2293'AIR PHOTO PARTY REPORTS STATION SATISFACTORY.
 PE2293
 PE2293                          STATION RECOVERY (2001)
 PE2293
 PE2293'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 PE2293'SAMOSET HOTEL BURNED TO THE GROUND IN MARCH, 1972. THE CUPOLA POLE WAS
 PE2293'DESTROYED AT THAT TIME.  THE HOTEL WAS REBUILT IN 1975.  THE POLE WAS
 PE2293'NOT REPLACED.
 PE2293
 PE2293                          STATION RECOVERY (2003)
 PE2293
 PE2293'RECOVERY NOTE BY US POWER SQUADRON 2003 (RMS)
 PE2293'ON OCTOBER 13, 1972 THE SAMOSET HOTEL BURNED TO THE GROUND DESTROYING
 PE2293'THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1035 ***********************************************************************
 PD1035  DESIGNATION -  SANBORN
 PD1035  PID         -  PD1035
 PD1035  STATE/COUNTY-  ME/WASHINGTON
 PD1035  USGS QUAD   -  MACHIAS (1977)
 PD1035
 PD1035                         *CURRENT SURVEY CONTROL
 PD1035  ___________________________________________________________________
 PD1035* NAD 83(1996)-  44 40 54.85365(N)    067 24 34.70403(W)     ADJUSTED  
 PD1035* NAVD 88     -        36.0    (meters)     118.     (feet)  VERTCON   
 PD1035  ___________________________________________________________________
 PD1035  LAPLACE CORR-           4.96  (seconds)                    DEFLEC99
 PD1035  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 PD1035
 PD1035  HORZ ORDER  -  SECOND
 PD1035
 PD1035.The horizontal coordinates were established by classical geodetic methods
 PD1035.and adjusted by the National Geodetic Survey in March 1998..
 PD1035
 PD1035.The NAVD 88 height was computed by applying the VERTCON shift value to
 PD1035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PD1035
 PD1035.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1035
 PD1035.The geoid height was determined by GEOID03.
 PD1035
 PD1035;                    North         East     Units Scale Factor Converg.
 PD1035;SPC ME E     -   113,375.818   386,437.216   MT  0.99999185   +0 46 00.3
 PD1035;UTM  19      - 4,948,845.076   626,036.506   MT  0.99979534   +1 07 06.4
 PD1035
 PD1035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD1035!SPC ME E     -   0.99999794  x   0.99999185  =   0.99998979
 PD1035!UTM  19      -   0.99999794  x   0.99979534  =   0.99979328
 PD1035
 PD1035:                Primary Azimuth Mark                     Grid Az
 PD1035:SPC ME E     -  SANBORN AZ MK                            056 13 18.8
 PD1035:UTM  19      -  SANBORN AZ MK                            055 52 12.7
 PD1035
 PD1035|---------------------------------------------------------------------|
 PD1035| PID    Reference Object                     Distance      Geod. Az  |
 PD1035|                                                           dddmmss.s |
 PD1035| CE8679 SANBORN AZ MK                                      0565919.1 |
 PD1035| PD0982 LOWELL RESET                        APPROX. 6.3 KM 0624355.3 |
 PD1035| PD0999 CUTLER USN RAD STA WATER TANK       APPROX. 9.2 KM 0775503.4 |
 PD1035| PD0996 CUTLER USN RAD STA TOWER N 0        APPROX.10.4 KM 1081856.8 |
 PD1035| PD0995 CUTLER USN RAD STA TOWER S 0        APPROX.11.5 KM 1152516.5 |
 PD1035| PD0993 CUTLER USN RAD STA TOWER S 5        APPROX.12.3 KM 1175159.8 |
 PD1035| CE8680 SANBORN RM 1                          6.258 METERS 12449     |
 PD1035| CE8681 SANBORN RM 2                          9.226 METERS 21902     |
 PD1035|---------------------------------------------------------------------|
 PD1035
 PD1035                          SUPERSEDED SURVEY CONTROL
 PD1035
 PD1035  NAD 83(1992)-  44 40 54.84966(N)    067 24 34.70176(W) AD(       ) 2
 PD1035  NAD 83(1986)-  44 40 54.84566(N)    067 24 34.70415(W) AD(       ) 2
 PD1035  NAD 27      -  44 40 54.57222(N)    067 24 36.74286(W) AD(       ) 2
 PD1035  NGVD 29 (07/19/86)   36.2    (m)          119.     (f) VERT ANG       
 PD1035
 PD1035.Superseded values are not recommended for survey control.
 PD1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1035.See file dsdata.txt to determine how the superseded data were derived.
 PD1035
 PD1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK2603748845(NAD 83)
 PD1035_MARKER: Z = SEE DESCRIPTION
 PD1035_SETTING: 0 = UNSPECIFIED SETTING
 PD1035
 PD1035  HISTORY     - Date     Condition        Report By
 PD1035  HISTORY     - 1960     MONUMENTED       CGS
 PD1035
 PD1035                          STATION DESCRIPTION
 PD1035
 PD1035'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HRL)
 PD1035'STATION IS LOCATED ABOUT 1-1/4 MILE SOUTHWEST OF MACHIASPORT,
 PD1035'ABOUT 3-1/2 MILES SOUTHEAST OF MACHIAS, ABOUT 1/4 MILE WEST OF
 PD1035'STATE HIGHWAY NO. 92 AND JUST INSHORE FROM SANBORN COVE.  IT
 PD1035'IS ON CREST OF LOW GRANITE ROCK, 30 FEET SOUTH OF A 5 INCH SPRUCE
 PD1035'TREE.
 PD1035'
 PD1035'TO REACH FROM THE POST OFFICE IN MACHIASPORT, GO SOUTH AND WEST
 PD1035'ON STATE HIGHWAY NO. 92 FOR 1.1 MILE TO AZIMUTH MARK ON RIGHT,
 PD1035'CONTINUE SOUTH AND WEST FOR 0.35 MILE TO A ROAD FORK.  KEEP
 PD1035'RIGHT ON GRAVEL ROAD AND GO WESTERLY ON GRAVEL AND DIRT ROAD FOR
 PD1035'0.2 MILE TO A TRAIL ON THE LEFT, (END OF TRUCK TRAVEL).  FOLLOW
 PD1035'TRAIL SOUTH AND EAST TO THE HIGHEST POINT OF RIDGE AND STATION.
 PD1035'
 PD1035'AZIMUTH MARK IS A STANDARD DISK SET IN A 12X12 INCH CONCRETE
 PD1035'MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND AND THE DISK IS
 PD1035'STAMPED SANBORN 1960.  IT IS 1.8 FEET SOUTHWEST OF TELEPHONE
 PD1035'POLE NO. 280 A 100, 2.2 FEET WEST OF STEEL WITNESS POST WITH
 PD1035'SIGN, 12.6 FEET NORTH OF CENTER LINE OF ROAD AND 16.5 FEET EAST
 PD1035'OF APPROXIMATE CENTER OF DRIVEWAY.
 PD1035'
 PD1035'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED FLUSH IN
 PD1035'DRILLHOLE IN ROCK AND THE DISK IS STAMPED SANBORN N.O.-1 1960.  IT
 PD1035'IS 9 FEET WEST OF A SMALL SPRUCE TREE AND 10.5 FEET EAST OF A
 PD1035'SMALL BIRCH TREE.
 PD1035'
 PD1035'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED FLUSH IN DRILLHOLE
 PD1035'IN OUTCROPPING ROCK AND THE DISK IS STAMPED SANBORN N.O.-2 1960.  IT
 PD1035'IS 5.8 FEET SOUTHWEST OF A SMALL BIRCH TREE AND 7.1 FEET WEST OF
 PD1035'A SMALL SPRUCE TREE.
 PD1035'
 PD1035'DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 PD1035'IS 37.72 FEET OR 11.496 METERS.
 PD1035'
 PD1035'HEIGHT OF STAND ABOVE STATION MARK 1.24 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2532 ***********************************************************************
 OC2532  DESIGNATION -  SAND
 OC2532  PID         -  OC2532
 OC2532  STATE/COUNTY-  ME/YORK
 OC2532  USGS QUAD   -  SANFORD (1983)
 OC2532
 OC2532                         *CURRENT SURVEY CONTROL
 OC2532  ___________________________________________________________________
 OC2532* NAD 83(1996)-  43 23 29.72822(N)    070 45 52.61393(W)     ADJUSTED  
 OC2532* NAVD 88     -        79.8    (meters)     262.     (feet)  VERTCON   
 OC2532  ___________________________________________________________________
 OC2532  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 OC2532  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 OC2532
 OC2532  HORZ ORDER  -  SECOND
 OC2532
 OC2532.The horizontal coordinates were established by classical geodetic methods
 OC2532.and adjusted by the National Geodetic Survey in March 1998..
 OC2532
 OC2532.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2532
 OC2532.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2532
 OC2532.The geoid height was determined by GEOID03.
 OC2532
 OC2532;                    North         East     Units Scale Factor Converg.
 OC2532;SPC ME W     -    62,191.212   851,555.053   MT  0.99999552   -0 24 38.8
 OC2532;UTM  19      - 4,805,813.964   357,084.595   MT  0.99985125   -1 12 44.9
 OC2532
 OC2532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2532!SPC ME W     -   0.99999167  x   0.99999552  =   0.99998719
 OC2532!UTM  19      -   0.99999167  x   0.99985125  =   0.99984292
 OC2532
 OC2532|---------------------------------------------------------------------|
 OC2532| PID    Reference Object                     Distance      Geod. Az  |
 OC2532|                                                           dddmmss.s |
 OC2532| OC2530 SAND AZ MK A PT                     289.628 METERS 15118     |
 OC2532| OC2531 SAND AZ MK                          304.074 METERS 15403     |
 OC2532| CE8435 SAND RM 2                            17.570 METERS 15632     |
 OC2532| OC2536 BAUNEG                              APPROX. 1.8 KM 2425949.6 |
 OC2532| OC2533 SAND 1976 A PT                       14.967 METERS 31234     |
 OC2532| CE8434 SAND RM 1                            24.960 METERS 34326     |
 OC2532|---------------------------------------------------------------------|
 OC2532
 OC2532                          SUPERSEDED SURVEY CONTROL
 OC2532
 OC2532  NAD 83(1992)-  43 23 29.72628(N)    070 45 52.61559(W) AD(       ) 2
 OC2532  NAD 83(1986)-  43 23 29.73313(N)    070 45 52.62230(W) AD(       ) 2
 OC2532  NAD 27      -  43 23 29.43311(N)    070 45 54.41442(W) AD(       ) 2
 OC2532  NGVD 29 (07/19/86)   80.0    (m)          262.     (f) VERT ANG       
 OC2532
 OC2532.Superseded values are not recommended for survey control.
 OC2532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2532.See file dsdata.txt to determine how the superseded data were derived.
 OC2532
 OC2532_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ5708505814(NAD 83)
 OC2532_MARKER: DS = TRIANGULATION STATION DISK
 OC2532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC2532_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC2532
 OC2532  HISTORY     - Date     Condition        Report By
 OC2532  HISTORY     - 1976     MONUMENTED       NGS
 OC2532
 OC2532                          STATION DESCRIPTION
 OC2532
 OC2532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLP)
 OC2532'THE STATION IS LOCATED ABOUT 3.5 MILES SOUTH-SOUTHEAST OF
 OC2532'SANFORD, 2.25 MILES NORTHWEST OF BAUNEG BEG POND,  AND 10 MILES
 OC2532'NORTHEAST OF BERWICK.  THE STATION IS ON THE HIGHWAY RIGHT-OF-WAY.
 OC2532'
 OC2532'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 4, 4 A,
 OC2532'AND 109 IN SOUTH SANFORD, TRAVEL SOUTHERLY ON STATE ROUTE 4
 OC2532'FOR 0.85 MILES TO THE COUNTRY CULB 2 ROAD ON THE RIGHT.  PROCEED
 OC2532'SOUTHWESTERLY ON THE COUNTRY CLUB 2 ROAD FOR 0.45 MILE TO A
 OC2532'SHARP CURVE TO THE LEFT AND AN OTHER ROAD GOES STRAIGHT
 OC2532'AHEAD (SAND POND ROAD), CONTINUE STRAIGHT AHEAD FOR 1.0 MILE
 OC2532'TO AN INTERSECTION.   PROCEED TO THE RIGHT AT THE INTERSECTION
 OC2532'FOR 0.10 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED AND
 OC2532'AN OTHER 0.20 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 OC2532'
 OC2532'THE STATION MARK IS A STANDARD DISK STAMPED--SAND 1976--, SET
 OC2532'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST WHICH
 OC2532'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 4.3 FEET EAST
 OC2532'OF A METAL WITNESS POST, 10.1 FEET EAST OF A BARBED WIRE FENCE,
 OC2532'27.0 FEET WEST OF THE CENTERLINE OF THE ROAD, AND 62.2 FEET
 OC2532'NORTHWEST OF AN 18-INCH TWIN PINE TREE.  THE UNDERGROUND
 OC2532'STATION MARK IS A STANDARD  DISK STAMPED-SAND 1976--SET IN
 OC2532'THE TOP OF AN IRREGULAR MASS OF CONCRETE WHICH IS ABOUT 40
 OC2532'INCHES BELOW THE  GROUND SURFACE.
 OC2532'
 OC2532'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK STAMPED--SAND
 OC2532'NO 1 1976--SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OC2532'POST WHICH PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS
 OC2532'4.0 FEET EAST OF A METAL WITNESS POST, 5.6 FEET EAST OF A
 OC2532'BARBED WIRE FENCE, 11.5 FEET SOUTH-SOUTHEAST OF  AN 18-INCH
 OC2532'PINE TREE, AND 21.0 FEET WEST OF THE CENTERLINE OF THE
 OC2532'ROAD.
 OC2532'
 OC2532'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK STAMPED--SAND
 OC2532'NO 2 1976--SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OC2532'POST WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 3.5 FEET
 OC2532'EAST OF A METAL WITNESS POST, 17.0 FEET EAST OF A BARBED WIRE
 OC2532'FENCE, 24.5 FEET WEST OF THE CENTERLINE OF THE ROAD, AND 26.3
 OC2532'FEET NORTH-NORTHEAST OF THE WEST END OF AN-INCH CULVERT
 OC2532'
 OC2532'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK SIDISK STAMPED--SAND
 OC2532'AZ 1976--SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST
 OC2532'WHICH PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 2.5 FEET
 OC2532'EAST OF A METAL WITNESS POST, 7.0 FEET NORTH OF THE NORTHEAST
 OC2532'CORNER OF A CEMETERY LOT, 27.0 FEET EAST-NORTHEAST OF THE
 OC2532'NORTHWEST CORNER OF A CEMETERY LOT,AND AND 27.45 FEET WEST OF
 OC2532'THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1877 ***********************************************************************
 OC1877  DESIGNATION -  SAND KNOLL 1850
 OC1877  PID         -  OC1877
 OC1877  STATE/COUNTY-  ME/CUMBERLAND
 OC1877  USGS QUAD   -  PROUTS NECK (1978)
 OC1877
 OC1877                         *CURRENT SURVEY CONTROL
 OC1877  ___________________________________________________________________
 OC1877* NAD 83(1996)-  43 33 13.40145(N)    070 15 19.93326(W)     ADJUSTED  
 OC1877* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 OC1877  ___________________________________________________________________
 OC1877  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 OC1877  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 OC1877
 OC1877  HORZ ORDER  -  THIRD
 OC1877
 OC1877.The horizontal coordinates were established by classical geodetic methods
 OC1877.and adjusted by the National Geodetic Survey in March 1998..
 OC1877
 OC1877.The orthometric height was scaled from a topographic map.
 OC1877
 OC1877.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1877
 OC1877.The geoid height was determined by GEOID03.
 OC1877
 OC1877;                    North         East     Units Scale Factor Converg.
 OC1877;SPC ME W     -    80,033.905   892,819.076   MT  0.99996730   -0 03 40.4
 OC1877;UTM  19      - 4,823,073.422   398,586.571   MT  0.99972650   -0 51 54.7
 OC1877
 OC1877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1877!SPC ME W     -   1.00000318  x   0.99996730  =   0.99997048
 OC1877!UTM  19      -   1.00000318  x   0.99972650  =   0.99972968
 OC1877
 OC1877:                Primary Azimuth Mark                     Grid Az
 OC1877:SPC ME W     -  GRANDY HILL                              320 51 32.2
 OC1877:UTM  19      -  GRANDY HILL                              321 39 46.5
 OC1877
 OC1877|---------------------------------------------------------------------|
 OC1877| PID    Reference Object                     Distance      Geod. Az  |
 OC1877|                                                           dddmmss.s |
 OC1877| OC1892 GRANDY HILL                         APPROX. 1.3 KM 3204751.8 |
 OC1877|---------------------------------------------------------------------|
 OC1877
 OC1877                          SUPERSEDED SURVEY CONTROL
 OC1877
 OC1877  NAD 83(1992)-  43 33 13.39979(N)    070 15 19.93446(W) AD(       ) 3
 OC1877  NAD 83(1986)-  43 33 13.40579(N)    070 15 19.93995(W) AD(       ) 3
 OC1877  NAD 27      -  43 33 13.10000(N)    070 15 21.78000(W) AD(       ) 3
 OC1877
 OC1877.Superseded values are not recommended for survey control.
 OC1877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1877.See file dsdata.txt to determine how the superseded data were derived.
 OC1877
 OC1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9858723073(NAD 83)
 OC1877
 OC1877  HISTORY     - Date     Condition        Report By
 OC1877  HISTORY     - 1850     MONUMENTED       CGS
 OC1877  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OC1877
 OC1877                          STATION DESCRIPTION
 OC1877
 OC1877'DESCRIBED BY COAST AND GEODETIC SURVEY 1850 (COB)
 OC1877'STATION IS ON THE TOP OF A SAND KNOLL JUST BY A FENCE WHICH RUNS
 OC1877'OVER THE TOP OF THE HILL.  THE STATION IS MARKED BY A CONE.
 OC1877
 OC1877                          STATION RECOVERY (1942)
 OC1877
 OC1877'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OC1877'SEARCHED FOR BUT NOT FOUND.  PLANE TABLE METHODS MIGHT LOCATE
 OC1877'THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1888 ***********************************************************************
 PE1888  DESIGNATION -  SANDS POINT 1865
 PE1888  PID         -  PE1888
 PE1888  STATE/COUNTY-  ME/HANCOCK
 PE1888  USGS QUAD   -  SALSBURY COVE (1981)
 PE1888
 PE1888                         *CURRENT SURVEY CONTROL
 PE1888  ___________________________________________________________________
 PE1888* NAD 83(1996)-  44 26 15.60780(N)    068 15 58.81471(W)     ADJUSTED  
 PE1888* NAVD 88     -        27.     (meters)      89.     (feet)  SCALED    
 PE1888  ___________________________________________________________________
 PE1888  LAPLACE CORR-           4.61  (seconds)                    DEFLEC99
 PE1888  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 PE1888
 PE1888  HORZ ORDER  -  THIRD
 PE1888
 PE1888.The horizontal coordinates were established by classical geodetic methods
 PE1888.and adjusted by the National Geodetic Survey in March 1998..
 PE1888
 PE1888.The orthometric height was scaled from a topographic map.
 PE1888
 PE1888.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1888
 PE1888.The geoid height was determined by GEOID03.
 PE1888
 PE1888;                    North         East     Units Scale Factor Converg.
 PE1888;SPC ME E     -    85,686.554   318,601.011   MT  0.99990425   +0 09 48.9
 PE1888;UTM  19      - 4,920,747.351   558,386.663   MT  0.99964192   +0 30 49.2
 PE1888
 PE1888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1888!SPC ME E     -   0.99999958  x   0.99990425  =   0.99990383
 PE1888!UTM  19      -   0.99999958  x   0.99964192  =   0.99964150
 PE1888
 PE1888:                Primary Azimuth Mark                     Grid Az
 PE1888:SPC ME E     -  WOOSTERS J HOUSE SOUTH CHIMNEY           018 41 55.6
 PE1888:UTM  19      -  WOOSTERS J HOUSE SOUTH CHIMNEY           018 20 55.3
 PE1888
 PE1888|---------------------------------------------------------------------|
 PE1888| PID    Reference Object                     Distance      Geod. Az  |
 PE1888|                                                           dddmmss.s |
 PE1888| PE1802 WOOSTERS J HOUSE SOUTH CHIMNEY      APPROX. 5.4 KM 0185144.5 |
 PE1888| PE1806 MC FARLANDS S N HOUSE CHIMNEY       APPROX. 4.5 KM 0391014.1 |
 PE1888| PE1885 RICHARDS 1865                       APPROX. 3.9 KM 2734708.0 |
 PE1888| PE1873 DESILES WEST HOUSE CHIMNEY          APPROX. 2.3 KM 3202059.1 |
 PE1888| PE1880 HODGKINS D HOUSE EAST CHIMNEY       APPROX. 4.3 KM 3543413.1 |
 PE1888|---------------------------------------------------------------------|
 PE1888
 PE1888                          SUPERSEDED SURVEY CONTROL
 PE1888
 PE1888  NAD 83(1992)-  44 26 15.60315(N)    068 15 58.81410(W) AD(       ) 3
 PE1888  NAD 83(1986)-  44 26 15.60195(N)    068 15 58.81814(W) AD(       ) 3
 PE1888  NAD 27      -  44 26 15.33000(N)    068 16 00.76000(W) AD(       ) 3
 PE1888
 PE1888.Superseded values are not recommended for survey control.
 PE1888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1888.See file dsdata.txt to determine how the superseded data were derived.
 PE1888
 PE1888_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK5838720747(NAD 83)
 PE1888
 PE1888  HISTORY     - Date     Condition        Report By
 PE1888  HISTORY     - 1865     MONUMENTED       COASUR
 PE1888  HISTORY     - 1903     SEE DESCRIPTION  CGS
 PE1888  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE1888  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE1888
 PE1888                          STATION DESCRIPTION
 PE1888
 PE1888'DESCRIBED BY COAST AND GEODETIC SURVEY 1903
 PE1888'ON A KNOLL ON THE EASTERN SIDE OF THE POINT OF THAT NAME ON
 PE1888'THE N SHORE OF MOUNT DESERT ISLAND NEAR THE MOUTH OF EASTERN
 PE1888'BAY.  EASTERN BAY CONNECTS FRENCHMANS AND BLUE HILL BAYS.
 PE1888'
 PE1888'THE STATION IS ON THE ONLY PROMINENT LEDGE OF ROCK ON THE
 PE1888'KNOLL AND IS MARKED BY A COPPER BOLT SET IN A HOLE IN A ROCK.
 PE1888
 PE1888                          STATION RECOVERY (1934)
 PE1888
 PE1888'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1888'THE LEDGE ON WHICH THE STATION WAS LOCATED WAS IDENTIFIED BY
 PE1888'AN AGED LOCAL RESIDENT WHO HAS SEEN THE COPPER BOLT WHICH MARKED
 PE1888'THE STATION.  IT WAS NOT FOUND AFTER A THOROUGH SEARCH AND IT
 PE1888'IS LIKELY THAT THE BOLT HAS BEEN LOST DUE TO THE CRUMBLING OF
 PE1888'THE LEDGE.
 PE1888
 PE1888                          STATION RECOVERY (1944)
 PE1888
 PE1888'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1888'STATION WAS NOT FOUND.  THE LEDGE WAS THOROUGHLY SEARCHED FOR,
 PE1888'BUT HAS CRUMBLED BADLY DUE TO THE ROOTS OF THE MOSS WHICH COVERS
 PE1888'THE LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1353 ***********************************************************************
 QG1353  DESIGNATION -  SANDY
 QG1353  PID         -  QG1353
 QG1353  STATE/COUNTY-  ME/SOMERSET
 QG1353  USGS QUAD   -  BALD MTN POND (1989)
 QG1353
 QG1353                         *CURRENT SURVEY CONTROL
 QG1353  ___________________________________________________________________
 QG1353* NAD 83(1996)-  45 21 24.70995(N)    069 44 54.14086(W)     ADJUSTED  
 QG1353* NAVD 88     -       494.2    (meters)    1621.     (feet)  VERTCON   
 QG1353  ___________________________________________________________________
 QG1353  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 QG1353  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 QG1353
 QG1353  HORZ ORDER  -  SECOND
 QG1353
 QG1353.The horizontal coordinates were established by classical geodetic methods
 QG1353.and adjusted by the National Geodetic Survey in March 1998..
 QG1353
 QG1353.The NAVD 88 height was computed by applying the VERTCON shift value to
 QG1353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QG1353
 QG1353.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1353
 QG1353.The geoid height was determined by GEOID03.
 QG1353
 QG1353;                    North         East     Units Scale Factor Converg.
 QG1353;SPC ME W     -   280,475.616   932,774.704   MT  0.99997987   +0 17 51.4
 QG1353;SPC ME E     -   188,557.895   202,192.575   MT  1.00001758   -0 53 17.8
 QG1353;UTM  19      - 5,022,867.071   441,384.110   MT  0.99964224   -0 31 56.9
 QG1353
 QG1353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1353!SPC ME W     -   0.99992642  x   0.99997987  =   0.99990629
 QG1353!SPC ME E     -   0.99992642  x   1.00001758  =   0.99994400
 QG1353!UTM  19      -   0.99992642  x   0.99964224  =   0.99956869
 QG1353
 QG1353|---------------------------------------------------------------------|
 QG1353| PID    Reference Object                     Distance      Geod. Az  |
 QG1353|                                                           dddmmss.s |
 QG1353| DA4552 SANDY RM 1                           11.440 METERS 10240     |
 QG1353| DA4553 SANDY RM 2                           16.060 METERS 23025     |
 QG1353| DA4551 SANDY AZ MK                                        2760617.9 |
 QG1353|---------------------------------------------------------------------|
 QG1353
 QG1353                          SUPERSEDED SURVEY CONTROL
 QG1353
 QG1353  NAD 83(1992)-  45 21 24.70875(N)    069 44 54.13574(W) AD(       ) 2
 QG1353  NAD 83(1986)-  45 21 24.71076(N)    069 44 54.14468(W) AD(       ) 2
 QG1353  NAD 27      -  45 21 24.53200(N)    069 44 55.94400(W) AD(       ) 2
 QG1353  NGVD 29 (07/19/86)  494.4    (m)         1622.     (f) VERT ANG       
 QG1353
 QG1353.Superseded values are not recommended for survey control.
 QG1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1353.See file dsdata.txt to determine how the superseded data were derived.
 QG1353
 QG1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL4138422867(NAD 83)
 QG1353_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QG1353_SETTING: 66 = SET IN ROCK OUTCROP
 QG1353
 QG1353  HISTORY     - Date     Condition        Report By
 QG1353  HISTORY     - 1955     MONUMENTED       CGS
 QG1353
 QG1353                          STATION DESCRIPTION
 QG1353
 QG1353'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 QG1353'THE STATION IS LOCATED ON THE TOP OF A LOW, ROCKY, TIMBERED HILL
 QG1353'ABOUT 10 MILES AIRLINE EAST OF THE FORKS, 10 MILES AIRLINE SOUTHWEST
 QG1353'OF GREENVILLE, AND 6 MILES AIRLINE WEST OF SHIRLEY MILLS.
 QG1353'
 QG1353'TO REACH THE STATION FROM THE POST OFFICE IN SHIRLEY MILLS GO
 QG1353'WEST ON A PAVED AND GRAVELED ROAD 3.4 MILES TO A SMALL
 QG1353'BRIDGE.  CROSS OVER THE BRIDGE, KEEP STRAIGHT AHEAD, WEST, AND GO
 QG1353'3.2 MILES TO THE TOP OF A GRADE AND A TRIANGULAR-BLAZED TREE ON
 QG1353'THE LEFT.  TURN LEFT ON A VERY DIM ROAD AND USING A TRUCK WITH
 QG1353'4-WHEEL DRIVE GO SOUTH 0.2 MILE TO THE END OF THE ROAD.  PACK
 QG1353'WEST ABOUT 150 YARDS TO THE HIGHEST POINT AND THE STATION.
 QG1353'
 QG1353'THE STATION MARK IS A STANDARD DISK STAMPED SANDY 1955 CEMENTED
 QG1353'IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH WITH THE
 QG1353'GROUND.  IT IS 18 FEET WEST OF A WITNESS POST AND IN THE CENTER OF
 QG1353'A SMALL CLEARING.
 QG1353'
 QG1353'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED SANDY NO 1 1955
 QG1353'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 1 FOOT ABOVE
 QG1353'THE GROUND.  IT IS THE SAME ELEVATION AS THE STATION.
 QG1353'
 QG1353'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED SANDY NO 2 1955
 QG1353'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 18
 QG1353'INCHES ABOVE THE GROUND.  IT IS 1 FOOT LOWER THAN THE STATION.
 QG1353'
 QG1353'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SANDY 1955 CEMENTED
 QG1353'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 8 INCHES ABOVE THE
 QG1353'GROUND.  IT IS 22 FEET NORTH OF THE CENTERLINE OF THE ROAD AND 5
 QG1353'FEET SOUTHWEST OF A TRIANGULAR-BLAZED 8-INCH TREE.
 QG1353'
 QG1353'TO REACH THE AZIMUTH MARK FROM THE TRIANGULAR-BLAZED TREE AT THE
 QG1353'TOP OF THE GRADE MENTIONED ABOVE GO WEST ON THE ROAD 0.7 MILE TO A
 QG1353'TRIANGULAR-BLAZED TREE AND THE AZIMUTH MARK ON THE RIGHT, JUST PAST
 QG1353'A LEFT CURVE IN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2597 ***********************************************************************
 PE2597  DESIGNATION -  SANDY
 PE2597  PID         -  PE2597
 PE2597  STATE/COUNTY-  ME/WALDO
 PE2597  USGS QUAD   -  CASTINE (1979)
 PE2597
 PE2597                         *CURRENT SURVEY CONTROL
 PE2597  ___________________________________________________________________
 PE2597* NAD 83(1996)-  44 29 50.32024(N)    068 48 33.78363(W)     ADJUSTED  
 PE2597* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 PE2597  ___________________________________________________________________
 PE2597  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 PE2597  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 PE2597
 PE2597  HORZ ORDER  -  THIRD
 PE2597
 PE2597.The horizontal coordinates were established by classical geodetic methods
 PE2597.and adjusted by the National Geodetic Survey in March 1998..
 PE2597
 PE2597.The orthometric height was scaled from a topographic map.
 PE2597
 PE2597.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2597
 PE2597.The geoid height was determined by GEOID03.
 PE2597
 PE2597;                    North         East     Units Scale Factor Converg.
 PE2597;SPC ME E     -    92,333.433   275,396.126   MT  0.99990744   -0 13 00.6
 PE2597;UTM  19      - 4,927,128.179   515,154.213   MT  0.99960282   +0 08 01.0
 PE2597
 PE2597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2597!SPC ME E     -   1.00000201  x   0.99990744  =   0.99990945
 PE2597!UTM  19      -   1.00000201  x   0.99960282  =   0.99960483
 PE2597
 PE2597                          SUPERSEDED SURVEY CONTROL
 PE2597
 PE2597  NAD 83(1992)-  44 29 50.31985(N)    068 48 33.76542(W) AD(       ) 3
 PE2597  NAD 83(1986)-  44 29 50.31550(N)    068 48 33.77882(W) AD(       ) 3
 PE2597
 PE2597.Superseded values are not recommended for survey control.
 PE2597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2597.See file dsdata.txt to determine how the superseded data were derived.
 PE2597
 PE2597_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1515427128(NAD 83)
 PE2597_MARKER: DD = SURVEY DISK
 PE2597_SETTING: 80 = SET IN A BOULDER
 PE2597_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE2597+STABILITY: SURFACE MOTION
 PE2597
 PE2597  HISTORY     - Date     Condition        Report By
 PE2597  HISTORY     - 1983     MONUMENTED       NOS
 PE2597
 PE2597                          STATION DESCRIPTION
 PE2597
 PE2597'DESCRIBED BY NATIONAL OCEAN SERVICE 1983 (RST)
 PE2597'THE STATION IS LOCATED ON THE NORTH SIDE OF FORT POINT COVE
 PE2597'AT SANDY POINT.
 PE2597'
 PE2597'TO REACH THE STATION FROM THE CENTER OF THE HANCOCK BRIDGE,
 PE2597'TAKE US 1 SOUTH FOR 6.4 KM (4.0 MI) TO A ROAD ON THE LEFT.
 PE2597'TURN LEFT AND GO 2.1 KM (1.3 MI) TO A ROAD RIGHT, TURN RIGHT
 PE2597'AND GO 3.2 KM (2.0 MI) TO HERSHEY RETREAT AND TO STATION.
 PE2597'
 PE2597'THE STATION IS A PLAIN BRONZE DISK 5 CM IN DIAMETER STAMPED,
 PE2597'---SANDY 1982---, SET FLUSH IN A SMALL BOULDER.
 PE2597'IT IS LOCATED
 PE2597'2.4 METERS (8 FT) WEST FROM THE WEST BANK OF SANDY POINT.
 PE2597'
 PE2597'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.24 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0113 ***********************************************************************
 QH0113  DESIGNATION -  SANDY BAY
 QH0113  PID         -  QH0113
 QH0113  STATE/COUNTY-  ME/SOMERSET
 QH0113  USGS QUAD   -  JACKMAN (1989)
 QH0113
 QH0113                         *CURRENT SURVEY CONTROL
 QH0113  ___________________________________________________________________
 QH0113* NAD 83(1996)-  45 44 29.77343(N)    070 19 13.15393(W)     ADJUSTED  
 QH0113* NAVD 88     -       874.     (meters)    2867.     (feet)  SCALED    
 QH0113  ___________________________________________________________________
 QH0113  LAPLACE CORR-           5.47  (seconds)                    DEFLEC99
 QH0113  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 QH0113
 QH0113  HORZ ORDER  -  FIRST
 QH0113
 QH0113.The horizontal coordinates were established by classical geodetic methods
 QH0113.and adjusted by the National Geodetic Survey in March 1998..
 QH0113
 QH0113.The orthometric height was scaled from a topographic map.
 QH0113
 QH0113.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0113
 QH0113.The geoid height was determined by GEOID03.
 QH0113
 QH0113;                    North         East     Units Scale Factor Converg.
 QH0113;SPC ME W     -   323,161.505   888,042.580   MT  0.99996842   -0 06 36.2
 QH0113;UTM  19      - 5,066,186.188   397,289.894   MT  0.99972969   -0 56 44.5
 QH0113
 QH0113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0113!SPC ME W     -   0.99986703  x   0.99996842  =   0.99983545
 QH0113!UTM  19      -   0.99986703  x   0.99972969  =   0.99959676
 QH0113
 QH0113|---------------------------------------------------------------------|
 QH0113| PID    Reference Object                     Distance      Geod. Az  |
 QH0113|                                                           dddmmss.s |
 QH0113| DA4555 SANDY BAY RM 2                       13.580 METERS 05930     |
 QH0113| DA4554 SANDY BAY RM 1                        5.050 METERS 11653     |
 QH0113| QH0114 SALLY MT LOOKOUT TOWER              APPROX.16.8 KM 1753122.9 |
 QH0113|---------------------------------------------------------------------|
 QH0113
 QH0113                          SUPERSEDED SURVEY CONTROL
 QH0113
 QH0113  NAD 83(1992)-  45 44 29.77322(N)    070 19 13.14803(W) AD(       ) 1
 QH0113  NAD 83(1986)-  45 44 29.77416(N)    070 19 13.16128(W) AD(       ) 1
 QH0113  NAD 27      -  45 44 29.61500(N)    070 19 14.91700(W) AD(       ) 1
 QH0113
 QH0113.Superseded values are not recommended for survey control.
 QH0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0113.See file dsdata.txt to determine how the superseded data were derived.
 QH0113
 QH0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL9729066186(NAD 83)
 QH0113
 QH0113  HISTORY     - Date     Condition        Report By
 QH0113  HISTORY     - 1929     MONUMENTED       CGS
 QH0113
 QH0113                          STATION DESCRIPTION
 QH0113
 QH0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (CAS)
 QH0113'STATION IS 1-1/4 MILES W OF THE QUEBEC ROAD, 9 MILES AIRLINE N
 QH0113'BY W OF JACKMAN RAILROAD STATION, ON THE HIGHEST POINT OF A
 QH0113'MOUNTAIN LOCALLY KNOWN AS SANDY BAY MOUNTAIN, BUT SHOWN ON THE
 QH0113'MAP AS SANDY STREAM MOUNTAIN.  (THERE IS A MOUNTAIN ON THE
 QH0113'INTERNATIONAL BOUNDARY, ABOUT 4 MILES W BY N OF THE STATION AND
 QH0113'HIGHER THAN THE STATION, WHICH IS SHOWN ON THE MAP AS SANDY
 QH0113'BAY MOUNTAIN.) THE MOUNTAIN ON WHICH THE STATION IS LOCATED
 QH0113'IS SHOWN ON THE MAP AS SANDY STREAM MOUNTAIN.
 QH0113'
 QH0113'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 QH0113'IN OUTCROPPING BEDROCK.  REFERENCE MARK IS A STANDARD BRONZE
 QH0113'DISK SET IN CONCRETE, IN OUTCROPPING BEDROCK.
 QH0113'
 QH0113'ALL MARKS ARE STAMPED SANDY BAY - 1928.  THE REFERENCE MARKS
 QH0113'ARE STAMPED NO. 1 AND NO. 2 RESPECTIVELY.
 QH0113'
 QH0113'STATION MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND,
 QH0113'REFERENCE MARK NO. 1 IS ABOUT 2 INCHES ABOVE THE SURFACE AND
 QH0113'REFERENCE MARK NO. 2 IS ABOUT 6 INCHES ABOVE THE SURFACE.
 QH0113'
 QH0113'TO REACH THE STATION, TAKE THE QUEBEC ROAD AND FOLLOW IT 10.6
 QH0113'MILES FROM JACKMAN RAILROAD STATION TO A POINT WHERE A SMALL
 QH0113'FILLING STATION AND LUNCH ROOM SETS ON THE SOUTHERLY SIDE OF
 QH0113'THE ROAD.  FROM THIS POINT THE MOUNTAIN IS IN PLAIN VIEW ABOUT
 QH0113'1-1/2 MILES TO THE SOUTHWARD, AIRLINE.  BY TRAIL IT IS
 QH0113'CONSIDERABLY MORE DISTANT.  TO REACH FROM THE FILLING STATION,
 QH0113'GO S ABOUT 100 YARDS THROUGH THE REMAINS OF AN OLD LUMBER CAMP
 QH0113'AND THEN BEAR RATHER SHARPLY TO THE LEFT ALONG THE REMAINS OF
 QH0113'AN OLD CORDUROYED TOTE ROAD.  FOLLOW THIS ROAD ABOUT 300
 QH0113'YARDS TO A POINT WHERE IT IS HEAVILY GROWN WITH BUSHES.  HERE A
 QH0113'BLAZE WILL BE SEEN TO THE RIGHT.  TURN RIGHT TOWARD THE
 QH0113'BLAZE AND FOLLOW THE BLAZED TRAIL TO THE TOP.  ABOUT AN
 QH0113'HOUR AND A HALF WALK WITH NO PACK.
 QH0113'
 QH0113'THE BLAZES ALONG THE TRAIL WILL BE OBLITERATED IN A FEW YEARS,
 QH0113'AFTER WHICH TIME ANYONE VISITING THE STATION WILL HAVE TO HEAD
 QH0113'DIRECTLY FOR THE MOUNTAIN TOP FROM THE FILLING STATION AND PROCEED
 QH0113'WITHOUT A TRAIL.  THE SIDES OF THE MOUNTAIN ARE HEAVILY WOODED
 QH0113'AND ARE ALSO THICKLY COVERED WITH UNDERBRUSH MAKING THE GOING
 QH0113'VERY SLOW.  THE ROUTE ALONG THE BLAZED TRAIL IS NOT STEEP BUT
 QH0113'IS QUITE UNEVEN IN PLACES AND MARSHY IN WET WEATHER.  THE TOP
 QH0113'OF THE MOUNTAIN IS HEAVILY WOODED.  A 16-FOOT TRIPOD WAS USED
 QH0113'AND ALL LINES HAD TO BE CLEARED.  A GREAT AMOUNT OF CLEARING
 QH0113'WOULD BE NECESSARY TO MAKE OBSERVING FROM THE GROUND
 QH0113'POSSIBLE.  THE IMMEDIATE VICINITY OF THE STATION WILL BE
 QH0113'READILY RECOGNIZED FOR A NUMBER OF YEARS BY THE FALLEN TREES IN
 QH0113'THE CLEARED LINES.
 QH0113'
 QH0113'HEIGHT OF SIGNAL ABOVE STATION MARK - 4.79 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1568 ***********************************************************************
 QF1568  DESIGNATION -  SANDY IBC
 QF1568  PID         -  QF1568
 QF1568  STATE/COUNTY-  ME/WASHINGTON
 QF1568  USGS QUAD   -  LAMBERT LAKE (1988)
 QF1568
 QF1568                         *CURRENT SURVEY CONTROL
 QF1568  ___________________________________________________________________
 QF1568* NAD 83(1996)-  45 35 53.34129(N)    067 33 49.74208(W)     ADJUSTED  
 QF1568* NAVD 88     -       116.     (meters)     381.     (feet)  SCALED    
 QF1568  ___________________________________________________________________
 QF1568  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 QF1568  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 QF1568
 QF1568  HORZ ORDER  -  THIRD
 QF1568
 QF1568.The horizontal coordinates were established by classical geodetic methods
 QF1568.and adjusted by the National Geodetic Survey in March 1998..
 QF1568
 QF1568.The orthometric height was scaled from a topographic map.
 QF1568
 QF1568.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1568
 QF1568.The geoid height was determined by GEOID03.
 QF1568
 QF1568;                    North         East     Units Scale Factor Converg.
 QF1568;SPC ME E     -   215,040.201   373,035.626   MT  0.99996556   +0 40 08.0
 QF1568;UTM  19      - 5,050,403.879   612,009.021   MT  0.99975425   +1 01 34.3
 QF1568
 QF1568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1568!SPC ME E     -   0.99998557  x   0.99996556  =   0.99995113
 QF1568!UTM  19      -   0.99998557  x   0.99975425  =   0.99973982
 QF1568
 QF1568:                Primary Azimuth Mark                     Grid Az
 QF1568:SPC ME E     -  ROCKY POINT                              195 23 09.8
 QF1568:UTM  19      -  ROCKY POINT                              195 01 43.5
 QF1568
 QF1568|---------------------------------------------------------------------|
 QF1568| PID    Reference Object                     Distance      Geod. Az  |
 QF1568|                                                           dddmmss.s |
 QF1568| QF1550 ROCKY POINT                         406.588 METERS 1960317.8 |
 QF1568| QF1571 HERB IBC                            304.301 METERS 29107     |
 QF1568| QF1569 REFERENCE MON 100=DEADMAN           254.381 METERS 30841     |
 QF1568| QF1570 FEN IBC                             371.108 METERS 31923     |
 QF1568|---------------------------------------------------------------------|
 QF1568
 QF1568                          SUPERSEDED SURVEY CONTROL
 QF1568
 QF1568  NAD 83(1992)-  45 35 53.33755(N)    067 33 49.73938(W) AD(       ) 3
 QF1568  NAD 83(1986)-  45 35 53.34104(N)    067 33 49.75087(W) AD(       ) 3
 QF1568  NAD 27      -  45 35 53.10188(N)    067 33 51.72198(W) AD(       ) 3
 QF1568
 QF1568.Superseded values are not recommended for survey control.
 QF1568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1568.See file dsdata.txt to determine how the superseded data were derived.
 QF1568
 QF1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL1200950404(NAD 83)
 QF1568_MARKER: DD = SURVEY DISK
 QF1568_SETTING: 80 = SET IN A BOULDER
 QF1568_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QF1568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1568+STABILITY: SURFACE MOTION
 QF1568
 QF1568  HISTORY     - Date     Condition        Report By
 QF1568  HISTORY     - 1911     MONUMENTED       IBC
 QF1568  HISTORY     - 1955     GOOD             IBC
 QF1568
 QF1568                          STATION DESCRIPTION
 QF1568
 QF1568'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (AJB)
 QF1568'ON SANDY POINT IN SPEDNIK LAKE.  THE STATION AT LOW WATER IS 100 FEET
 QF1568'INSIDE THE CENTER OF THE POINT, ON A ROCK 2.7 METERS LONG, 1.8 METERS
 QF1568'WIDE, AND 0.6 METER HIGH.  A LINE PRODUCED JOINING THE STATION AND
 QF1568'THE UPPER END OF HARDWOOD ISLAND CROSSES A HILL INLAND AND TO THE N
 QF1568'OF HARDWOOD ISLAND.
 QF1568'
 QF1568'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE IN THE ROCK.
 QF1568'THREE CROSSES ARE CUT IN THE ROCK, ONE UPLAKE 81 CENTIMETERS, ONE
 QF1568'DOWNSTREAM 32 CENTIMETERS, AND ONE TOWARD HARDWOOD ISLAND 56
 QF1568'CENTIMETERS FROM THE STATION MARK.
 QF1568
 QF1568                          STATION RECOVERY (1955)
 QF1568
 QF1568'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
 QF1568'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2180 ***********************************************************************
 PE2180  DESIGNATION -  SANDY POINT 1863
 PE2180  PID         -  PE2180
 PE2180  STATE/COUNTY-  ME/WALDO
 PE2180  USGS QUAD   -  BUCKSPORT (1982)
 PE2180
 PE2180                         *CURRENT SURVEY CONTROL
 PE2180  ___________________________________________________________________
 PE2180* NAD 83(1996)-  44 30 36.60286(N)    068 48 56.26444(W)     ADJUSTED  
 PE2180* NAVD 88     -        61.     (meters)     200.     (feet)  SCALED    
 PE2180  ___________________________________________________________________
 PE2180  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 PE2180  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 PE2180
 PE2180  HORZ ORDER  -  THIRD
 PE2180
 PE2180.The horizontal coordinates were established by classical geodetic methods
 PE2180.and adjusted by the National Geodetic Survey in March 1998..
 PE2180
 PE2180.The orthometric height was scaled from a topographic map.
 PE2180
 PE2180.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2180
 PE2180.The geoid height was determined by GEOID03.
 PE2180
 PE2180;                    North         East     Units Scale Factor Converg.
 PE2180;SPC ME E     -    93,763.806   274,905.033   MT  0.99990774   -0 13 16.6
 PE2180;UTM  19      - 4,928,555.086   514,654.532   MT  0.99960264   +0 07 45.3
 PE2180
 PE2180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2180!SPC ME E     -   0.99999440  x   0.99990774  =   0.99990214
 PE2180!UTM  19      -   0.99999440  x   0.99960264  =   0.99959704
 PE2180
 PE2180:                Primary Azimuth Mark                     Grid Az
 PE2180:SPC ME E     -  BUCKSPORT CONG CHURCH W SPIRE            013 41 20.8
 PE2180:UTM  19      -  BUCKSPORT CONG CHURCH W SPIRE            013 20 18.9
 PE2180
 PE2180|---------------------------------------------------------------------|
 PE2180| PID    Reference Object                     Distance      Geod. Az  |
 PE2180|                                                           dddmmss.s |
 PE2180| PE2184 BUCKSPORT CONG CHURCH W SPIRE       APPROX. 7.2 KM 0132804.2 |
 PE2180| PE2193 BUCKSPORT METH CHURCH E SPIRE       APPROX. 7.3 KM 0141506.7 |
 PE2180| PE2188 ODENS ODOM LEDGE BEACON             APPROX. 1.3 KM 0631829.1 |
 PE2180| PE2196 WHITMORES HOUSE EAST CHIMNEY        APPROX. 2.7 KM 0804731.2 |
 PE2180| PE2105 BOWDENS RED HOUSE CHIMNEY           APPROX. 4.5 KM 1354139.9 |
 PE2180| PE2109 FORT POINT LH                       APPROX. 4.8 KM 1761450.3 |
 PE2180| PE2116 CASTINE                             APPROX.13.5 KM 1795608.4 |
 PE2180| PE2199 WALDO RESET                         APPROX.10.0 KM 3210323.9 |
 PE2180|---------------------------------------------------------------------|
 PE2180
 PE2180                          SUPERSEDED SURVEY CONTROL
 PE2180
 PE2180  NAD 83(1992)-  44 30 36.60086(N)    068 48 56.24857(W) AD(       ) 3
 PE2180  NAD 83(1986)-  44 30 36.60008(N)    068 48 56.25018(W) AD(       ) 3
 PE2180  NAD 27      -  44 30 36.33300(N)    068 48 58.13600(W) AD(       ) 3
 PE2180
 PE2180.Superseded values are not recommended for survey control.
 PE2180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2180.See file dsdata.txt to determine how the superseded data were derived.
 PE2180
 PE2180_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1465528555(NAD 83)
 PE2180
 PE2180  HISTORY     - Date     Condition        Report By
 PE2180  HISTORY     - 1863     MONUMENTED       CGS
 PE2180  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2180  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE2180
 PE2180                          STATION DESCRIPTION
 PE2180
 PE2180'DESCRIBED BY COAST AND GEODETIC SURVEY 1863 (SCM)
 PE2180'STATION IS ON A HILL ON THE W SIDE OF PENOBSCOT RIVER ABOUT 4-1/2
 PE2180'MILES BELOW BUCKSPORT AND 1 MILE ABOVE THE POINT OF SAME NAME AND
 PE2180'CLOSE TO THE VILLAGE OF SANDY POINT.  IT IS ALSO ABOUT 3 MILES N BY
 PE2180'E OF FORT POINT LIGHTHOUSE AND 2-1/2 MILES ENE OF STOCKTON
 PE2180'SPRINGS.
 PE2180'
 PE2180'THE STATION IS ABOUT 1/4 MILE FROM THE RIVER SHORE AND 3/4 MILE
 PE2180'FROM THE SHORE OF FORT POINT COVE AND IS MARKED BY A COPPER BOLT
 PE2180'SET IN A HOLE IN A ROCK.  THE ROAD FROM BUCKSPORT TO STOCKTON
 PE2180'SPRINGS AND SEARSPORT PASSES ABOUT 30 METERS TO THE EASTWARD OF
 PE2180'THE STATION.
 PE2180
 PE2180                          STATION RECOVERY (1934)
 PE2180
 PE2180'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2180'STATION RECOVERED IN GOOD CONDITION.
 PE2180'
 PE2180'STATION IS ON HILL IN THE SETTLEMENT OF SANDY POINT, ON THE W
 PE2180'SIDE OF PENOBSCOT RIVER ABOUT 4-1/2 MILES S OF BUCKSPORT AND 1 MILE
 PE2180'ABOVE THE POINT OF SAME NAME.  THE STATION IS ABOUT 1/4 MILE FROM
 PE2180'THE RIVER SHORE AND ABOUT 0.7 MILE FROM THE SHORE OF FORT POINT
 PE2180'COVE.  IT IS ABOUT 150 YARDS SW OF THE BRICK LIBRARY BUILDING
 PE2180'BELONGING TO MRS. C. C. HAMILTON WHO ALSO OWNS THE LAND ON WHICH
 PE2180'THE STATION IS LOCATED.  THE STATION MARK IS IN A SMOOTH
 PE2180'ROUNDED LEDGE, THE ONLY PROMINENT ONE OF ANY SIZE IN THE
 PE2180'VICINITY, IN A THICKET OF TREES.
 PE2180'
 PE2180'THE LEDGE IN WHICH THE STATION MARK IS LOCATED IS THE HIGHEST
 PE2180'POINT ON THE HILL.  THE STATION MARK IS THE ORIGINAL COPPER BOLT
 PE2180'LEFT IN PLACE UNDISTURBED.
 PE2180'
 PE2180'TWO REFERENCE MARKS, STANDARD BRONZE DISKS WEDGED IN DRILL HOLES
 PE2180'IN OUTCROPPING BEDROCK, WERE SET.
 PE2180'
 PE2180'REFERENCE MARK NO. 1 IS WSW FROM STATION, 9.31 FEET OR 2.837
 PE2180'METERS.
 PE2180'
 PE2180'REFERENCE MARK NO. 2 IS NW FROM THE STATION, 10.83 FEET OR 3.298
 PE2180'METERS.
 PE2180'
 PE2180'THE ANGLE BETWEEN THE REFERENCE MARKS WITH INSTRUMENT ON STATION,
 PE2180'76 DEG 24 MIN.
 PE2180'
 PE2180'DISTANCE REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2 IS 12.52
 PE2180'FEET OR 3.815 METERS.
 PE2180'
 PE2180'A 30-FOOT SIGNAL IS REQUIRED TO GET A CLEAR VIEW FROM THE STATION.
 PE2180
 PE2180                          STATION RECOVERY (1944)
 PE2180
 PE2180'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE2180'STATION AND REFERENCE MARKS RECOVERED IN GOOD
 PE2180'CONDITION.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2623 ***********************************************************************
 PE2623  DESIGNATION -  SANDY POINT E CH CONG SPIRE
 PE2623  PID         -  PE2623
 PE2623  STATE/COUNTY-  ME/WALDO
 PE2623  USGS QUAD   -  BUCKSPORT (1982)
 PE2623
 PE2623                         *CURRENT SURVEY CONTROL
 PE2623  ___________________________________________________________________
 PE2623* NAD 83(1996)-  44 30 43.29269(N)    068 48 51.24949(W)     ADJUSTED  
 PE2623* NAVD 88     -                                                        
 PE2623  ___________________________________________________________________
 PE2623  LAPLACE CORR-           2.19  (seconds)                    DEFLEC99
 PE2623  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 PE2623
 PE2623  HORZ ORDER  -  THIRD
 PE2623
 PE2623.The horizontal coordinates were established by classical geodetic methods
 PE2623.and adjusted by the National Geodetic Survey in March 1998..
 PE2623
 PE2623
 PE2623.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2623
 PE2623.The geoid height was determined by GEOID03.
 PE2623
 PE2623;                    North         East     Units Scale Factor Converg.
 PE2623;SPC ME E     -    93,969.855   275,016.585   MT  0.99990767   -0 13 13.1
 PE2623;UTM  19      - 4,928,761.751   514,764.787   MT  0.99960268   +0 07 48.8
 PE2623
 PE2623                          SUPERSEDED SURVEY CONTROL
 PE2623
 PE2623  NAD 83(1992)-  44 30 43.29152(N)    068 48 51.23081(W) AD(       ) 4
 PE2623  NAD 83(1986)-  44 30 43.28568(N)    068 48 51.24104(W) AD(       ) 4
 PE2623  NAD 27      -  44 30 43.01600(N)    068 48 53.14600(W) AD(       ) 3
 PE2623
 PE2623.Superseded values are not recommended for survey control.
 PE2623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2623.See file dsdata.txt to determine how the superseded data were derived.
 PE2623
 PE2623_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1476528762(NAD 83)
 PE2623_MARKER: 90 = CHURCH SPIRE
 PE2623_SETTING: 0 = UNSPECIFIED SETTING
 PE2623_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2623
 PE2623  HISTORY     - Date     Condition        Report By
 PE2623  HISTORY     - UNK      FIRST OBSERVED
 PE2623  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2623  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE2623  HISTORY     - 1957     SEE DESCRIPTION  CGS
 PE2623  HISTORY     - 1983     GOOD             NOS
 PE2623
 PE2623                          STATION DESCRIPTION
 PE2623
 PE2623'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2623'STATION RECOVERED.  THE CHURCH HAS A TALL WHITE SPIRE AND HAS
 PE2623'REMAINED UNCHANGED SINCE IT WAS CONSTRUCTED ACCORDING TO
 PE2623'H.M. GRIFFIN, AGED LOCAL RESIDENT.
 PE2623'
 PE2623'THE PUBLISHED AZIMUTH TO IT FROM STATION LITTLE BALL WAS
 PE2623'CHECKED BY THE 1934 OBSERVATIONS FROM THAT STATION.  IT IS THE
 PE2623'ONLY CHURCH IN THE SETTLEMENT AT THIS TIME.
 PE2623
 PE2623                          STATION RECOVERY (1944)
 PE2623
 PE2623'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE2623'STATION RECOVERED.  ACCORDING TO LOCAL INFORMATION FROM AN AGED
 PE2623'LIFETIME RESIDENT OF THE COMMUNITY, SPIRE ONCE BLEW OFF BUT
 PE2623'WAS PUT BACK IN THE SAME PLACE.  IT LEANS SLIGHTLY TO THE W,
 PE2623'BUT IT IS THE SAME SPIRE THAT WAS THERE IN 1862.
 PE2623
 PE2623                          STATION RECOVERY (1957)
 PE2623
 PE2623'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 PE2623'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE 1934
 PE2623'DESCRIPTION BY K.G.C. IS ADEQUATE AND COMPLETE.
 PE2623
 PE2623                          STATION RECOVERY (1983)
 PE2623
 PE2623'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1983 (RST)
 PE2623'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0968 ***********************************************************************
 PD0968  DESIGNATION -  SANDY POINT RESET
 PD0968  PID         -  PD0968
 PD0968  STATE/COUNTY-  ME/WASHINGTON
 PD0968  USGS QUAD   -  CUTLER (1993)
 PD0968
 PD0968                         *CURRENT SURVEY CONTROL
 PD0968  ___________________________________________________________________
 PD0968* NAD 83(1996)-  44 40 22.90635(N)    067 09 23.31240(W)     ADJUSTED  
 PD0968* NAVD 88     -        51.5    (meters)     169.     (feet)  VERTCON   
 PD0968  ___________________________________________________________________
 PD0968  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 PD0968  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 PD0968
 PD0968  HORZ ORDER  -  SECOND
 PD0968
 PD0968.The horizontal coordinates were established by classical geodetic methods
 PD0968.and adjusted by the National Geodetic Survey in March 1998..
 PD0968
 PD0968.The NAVD 88 height was computed by applying the VERTCON shift value to
 PD0968.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PD0968
 PD0968.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0968
 PD0968.The geoid height was determined by GEOID03.
 PD0968
 PD0968;                    North         East     Units Scale Factor Converg.
 PD0968;SPC ME E     -   112,689.541   406,522.873   MT  1.00003950   +0 56 40.8
 PD0968;UTM  19      - 4,948,282.201   646,122.246   MT  0.99986257   +1 17 46.8
 PD0968
 PD0968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0968!SPC ME E     -   0.99999542  x   1.00003950  =   1.00003492
 PD0968!UTM  19      -   0.99999542  x   0.99986257  =   0.99985799
 PD0968
 PD0968:                Primary Azimuth Mark                     Grid Az
 PD0968:SPC ME E     -  DAVIS RESET                              243 21 47.3
 PD0968:UTM  19      -  DAVIS RESET                              243 00 41.3
 PD0968
 PD0968|---------------------------------------------------------------------|
 PD0968| PID    Reference Object                     Distance      Geod. Az  |
 PD0968|                                                           dddmmss.s |
 PD0968| PD0958 DAVIS RESET                         APPROX. 5.6 KM 2441828.1 |
 PD0968| PD0962 ACKLEYS HOUSE CHIMNEY               APPROX. 5.4 KM 2474331.4 |
 PD0968| PD0963 METHODIST CHURCH WASH CO            APPROX. 5.2 KM 2533336.8 |
 PD0968| PD0964 COLVILLE                            APPROX. 5.1 KM 2540122.5 |
 PD0968|---------------------------------------------------------------------|
 PD0968
 PD0968                          SUPERSEDED SURVEY CONTROL
 PD0968
 PD0968  NAD 83(1992)-  44 40 22.90392(N)    067 09 23.30930(W) AD(       ) 2
 PD0968  NAD 83(1986)-  44 40 22.90035(N)    067 09 23.31128(W) AD(       ) 2
 PD0968  NAD 27      -  44 40 22.60200(N)    067 09 25.40400(W) AD(       ) 2
 PD0968  NGVD 29 (07/19/86)   51.7    (m)          170.     (f) VERT ANG       
 PD0968
 PD0968.Superseded values are not recommended for survey control.
 PD0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0968.See file dsdata.txt to determine how the superseded data were derived.
 PD0968
 PD0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK4612248282(NAD 83)
 PD0968_MARKER: H = DRILL HOLE
 PD0968_SETTING: 0 = UNSPECIFIED SETTING
 PD0968
 PD0968  HISTORY     - Date     Condition        Report By
 PD0968  HISTORY     - 1960     MONUMENTED       CGS
 PD0968  HISTORY     - 1913     GOOD             CGS
 PD0968  HISTORY     - 1946     GOOD             CGS
 PD0968  HISTORY     - 1960     SEE DESCRIPTION  CGS
 PD0968
 PD0968                          STATION DESCRIPTION
 PD0968
 PD0968'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 PD0968'STATION IS ON A PROMINENT HILL ABOUT 2-1/2 MILES E BY N FROM
 PD0968'THE VILLAGE OF CUTLER AND ABOUT 200 METERS N OF LONG POINT COVE,
 PD0968'A SHALLOW INDENTATION ON THE OCEAN COAST.  A LARGE MEADOW
 PD0968'BORDERING ON BLACK POINT BROOK LIES IMMEDIATELY N OF THE
 PD0968'HILL.  THERE ARE SEVERAL SUMMIT KNOBS, BUT THE STATION IS ON
 PD0968'THE ONE WHICH IS HIGHEST AND HAS A CLUMP OF TREES UPON IT.  THE
 PD0968'STATION IS ABOUT 12 FEET W OF THE HIGHEST POINT AND IS MARKED
 PD0968'BY A DRILL HOLE IN THE ROCK AND COVERED BY A CAIRN.
 PD0968
 PD0968                          STATION RECOVERY (1946)
 PD0968
 PD0968'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD0968'STATION RECOVERED.  IT IS MARKED BY A 3/4-INCH DRILL HOLE 1-1/4
 PD0968'INCHES DEEP, AND COVERED BY A CAIRN.  THE 1913 DESCRIPTION IS
 PD0968'ADEQUATE.  THIS RECOVERY WAS EFFECTED FROM THE SHORELINE, LANDING
 PD0968'AT HEAD OF LONG POINT COVE AND CLIMBING NE UP SIDE OF HILL TO
 PD0968'STATION.  HENCE, NO RECOMMENDATION AS TO APPROACH FROM LAND IS
 PD0968'MADE.  STATION IS BEST REACHED FROM THE SHORELINE.
 PD0968
 PD0968                          STATION RECOVERY (1960)
 PD0968
 PD0968'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HRL)
 PD0968'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 PD0968'CONDITION.  A STATION DISK WAS CEMENTED IN THE DRILLHOLE WHICH
 PD0968'MARKED THE ORIGINAL STATION AND TWO REFERENCE MARKS WERE
 PD0968'ESTABLISHED.  THE STATION WAS NOT OCCUPIED AT THIS TIME BECAUSE
 PD0968'SOME TALL TREES OBSTRUCTED THE LINE TO THE NORTH SO REFERENCE
 PD0968'MARK NO. 2 WAS OCCUPIED AS AN ECCENTRIC POINT.  A COMPLETE NEW
 PD0968'DESCRIPTION FOLLOWS.
 PD0968'
 PD0968'THE STATION IS LOCATED ON THE HIGHEST ROCKY HILL IN THE VICINITY,
 PD0968'ABOUT 2-1/2 MILES NORTHEAST OF CUTLER AND ABOUT 1/4 MILE NORTH
 PD0968'OF LONG POINT COVE.  THE STATION, A STANDARD DISK CEMENTED IN A
 PD0968'DRILLHOLE IN ROCK AND STAMPED SANDY POINT 1863 1960, IS 6 FEET
 PD0968'EAST OF AN 8 INCH SPRUCE TREE, 29 FEET WEST OF A 10 INCH SPRUCE
 PD0968'TREE AND 14 FEET SOUTH OF A 5 INCH SPRUCE TREE.
 PD0968'
 PD0968'STATION WAS REACHED BY BOAT FROM CUTLER BY GOING NORTHEAST
 PD0968'ALONG SHORELINE FOR ABOUT 3 MILES TO LONG POINT COVE.  PACK
 PD0968'NORTHERLY FROM LONG POINT COVE FOR ABOUT 400 METERS TO TOP OF
 PD0968'STEEP ROCKY HILL AND TO STATION AS DESCRIBED.
 PD0968'
 PD0968'REFERENCE MARK NO. 1, A STANDARD DISK CEMENTED FLUSH IN A
 PD0968'DRILLHOLE IN ROCK AND STAMPED SANDY POINT NO 1 1863 1960, IS 12
 PD0968'FEET NORTHEAST OF AN 8 INCH SPRUCE TREE, 7.5 FEET SOUTHEAST OF
 PD0968'A 5 INCH SPRUCE TREE AND 26.5 FEET WEST OF A 10 INCH SPRUCE TREE.
 PD0968'
 PD0968'A TRAVERSE CONNECTION WAS MADE TO REFERENCE MARK NO. 2, A
 PD0968'STANDARD DISK CEMENTED FLUSH IN A DRILL HOLE IN ROCK AND STAMPED
 PD0968'SANDY POINT NO 2 1863 1960.  THE MARK IS 19 FEET SOUTHEAST OF AN
 PD0968'8 INCH SPRUCE TREE, 20.5 FEET SOUTHWEST OF A 6 INCH SPRUCE TREE
 PD0968'AND 15.5 FEET NORTH OF A ROCK LEDGE.
 PD0968'
 PD0968'DISTANCE TO R.M. NO. 1 IS 10.10 FEET OR 3.078 METERS.
 PD0968'
 PD0968'DISTANCE TO R.M. NO. 2 IS 12.16 FEET OR 3.706 METERS.
 PD0968'
 PD0968'DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 16.43 FEET OR
 PD0968'5.008 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0971 ***********************************************************************
 PD0971  DESIGNATION -  SANDY POINT RM 2
 PD0971  PID         -  PD0971
 PD0971  STATE/COUNTY-  ME/WASHINGTON
 PD0971  USGS QUAD   -  CUTLER (1993)
 PD0971
 PD0971                         *CURRENT SURVEY CONTROL
 PD0971  ___________________________________________________________________
 PD0971* NAD 83(1996)-  44 40 22.88621(N)    067 09 23.14654(W)     ADJUSTED  
 PD0971* NAVD 88     -        51.5    (meters)     169.     (feet)  VERTCON   
 PD0971  ___________________________________________________________________
 PD0971  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 PD0971  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 PD0971
 PD0971  HORZ ORDER  -  SECOND
 PD0971
 PD0971.The horizontal coordinates were established by classical geodetic methods
 PD0971.and adjusted by the National Geodetic Survey in March 1998..
 PD0971
 PD0971.The NAVD 88 height was computed by applying the VERTCON shift value to
 PD0971.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PD0971
 PD0971.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0971
 PD0971.The geoid height was determined by GEOID03.
 PD0971
 PD0971;                    North         East     Units Scale Factor Converg.
 PD0971;SPC ME E     -   112,688.980   406,526.536   MT  1.00003950   +0 56 40.9
 PD0971;UTM  19      - 4,948,281.662   646,125.912   MT  0.99986258   +1 17 46.9
 PD0971
 PD0971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD0971!SPC ME E     -   0.99999542  x   1.00003950  =   1.00003492
 PD0971!UTM  19      -   0.99999542  x   0.99986258  =   0.99985800
 PD0971
 PD0971:                Primary Azimuth Mark                     Grid Az
 PD0971:SPC ME E     -  GRAND MANAN SW HEAD LH                   110 54 41.4
 PD0971:UTM  19      -  GRAND MANAN SW HEAD LH                   110 33 35.4
 PD0971
 PD0971|---------------------------------------------------------------------|
 PD0971| PID    Reference Object                     Distance      Geod. Az  |
 PD0971|                                                           dddmmss.s |
 PD0971| PD0676 GRAND MANAN SW HEAD LH              APPROX.21.5 KM 1115122.3 |
 PD0971| PD0953 MACHIAS SEAL IS LH                  APPROX.19.5 KM 1670835.3 |
 PD0971| PD0958 DAVIS RESET                         APPROX. 5.6 KM 2441946.9 |
 PD0971| PD0968 SANDY POINT RESET                     3.706 METERS 27939     |
 PD0971| CE8682 SANDY POINT RM 1                      5.008 METERS 31728     |
 PD0971|---------------------------------------------------------------------|
 PD0971
 PD0971                          SUPERSEDED SURVEY CONTROL
 PD0971
 PD0971  NAD 83(1992)-  44 40 22.88378(N)    067 09 23.14344(W) AD(       ) 2
 PD0971  NAD 83(1986)-  44 40 22.88027(N)    067 09 23.14593(W) AD(       ) 2
 PD0971  NAD 27      -  44 40 22.58185(N)    067 09 25.23815(W) AD(       ) 2
 PD0971  NGVD 29 (07/19/86)   51.7    (m)          170.     (f) VERT ANG       
 PD0971
 PD0971.Superseded values are not recommended for survey control.
 PD0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0971.See file dsdata.txt to determine how the superseded data were derived.
 PD0971
 PD0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK4612648282(NAD 83)
 PD0971_MARKER: DS = TRIANGULATION STATION DISK
 PD0971_SETTING: 0 = UNSPECIFIED SETTING
 PD0971
 PD0971  HISTORY     - Date     Condition        Report By
 PD0971  HISTORY     - 1960     MONUMENTED       CGS
 PD0971
 PD0971                          STATION DESCRIPTION
 PD0971
 PD0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HRL)
 PD0971'STATION IS LOCATED ABOUT 2-1/2 MILES NORTHEAST OF CUTLER, ABOUT
 PD0971'1/4 MILE NORTH OF LONG POINT COVE AND ON HIGHEST ROCKY HILL.  IT
 PD0971'IS 20.3 FEET SOUTHWEST OF A 6 INCH SPRUCE TREE, 15.6 FEET NORTH OF
 PD0971'ROCK LEDGE AND 19.2 FEET SOUTHEAST OF A 8 INCH SPRUCE
 PD0971'TREE.  STATION IS MARKED BY A STANDARD DISK CEMENTED FLUSH IN
 PD0971'DRILLHOLE OF ROCK AND THE DISK IS STAMPED SANDY POINT NO 2 1863
 PD0971'1960.
 PD0971'
 PD0971'STATION WAS REACHED BY BOAT FROM CUTLER BY GOING NORTHEAST
 PD0971'UP SHORELINE FOR ABOUT 3 MILES TO LONG POINT COVE.  PACK
 PD0971'NORTHERLY FROM LONG POINT COVE FOR ABOUT 200 METERS TO TOP OF
 PD0971'STEEP ROCKY HILL AND STATION AS DESCRIBED.
 PD0971'
 PD0971'SANDY POINT 1863 1960 IS 6 FEET EAST OF A 8 INCH SPRUCE TREE,
 PD0971'29 FEET WEST OF A 10 SPRUCE TREE AND 14-1/2 FEET SOUTH OF A
 PD0971'5 INCH SPRUCE TREE.  STATION IS MARKED BY A STANDARD TRIANGULATION
 PD0971'STATION DISK CEMENTED FLUSH IN DRILLHOLE IN ROCK AND THE DISK
 PD0971'IS STAMPED SANDY POINT 1863 1960.
 PD0971'
 PD0971'REFERENCE MARK NO. 1 IS 12.2 FEET NORTHEAST OF A 8 INCH SPRUCE
 PD0971'TREE, 7.6 FEET SOUTHEAST OF A 5 INCH SPRUCE TREE AND 26.3 FEET WEST
 PD0971'OF A 10 INCH SPRUCE TREE.  IT IS MARKED BY A STANDARD REFERENCE
 PD0971'MARK DISK CEMENTED FLUSH IN DRILLHOLE IN ROCK AND THE DISK IS
 PD0971'STAMPED SANDY POINT NO 1 1863 1960.
 PD0971'
 PD0971'DISTANCE FROM SANDY POINT 1863 1960 TO REFERENCE MARK NO. 1 IS
 PD0971'10.10 FEET OR 3.078 METERS.
 PD0971'
 PD0971'HEIGHT OF STAND ABOVE STATION MARK 1.42 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2134 ***********************************************************************
 OC2134  DESIGNATION -  SANFORD
 OC2134  PID         -  OC2134
 OC2134  STATE/COUNTY-  ME/YORK
 OC2134  USGS QUAD   -  ALFRED (1983)
 OC2134
 OC2134                         *CURRENT SURVEY CONTROL
 OC2134  ___________________________________________________________________
 OC2134* NAD 83(1996)-  43 23 54.51745(N)    070 43 07.80369(W)     ADJUSTED  
 OC2134* NAVD 88     -       105.6    (meters)     346.     (feet)  VERTCON   
 OC2134  ___________________________________________________________________
 OC2134  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 OC2134  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 OC2134
 OC2134  HORZ ORDER  -  SECOND
 OC2134
 OC2134.The horizontal coordinates were established by classical geodetic methods
 OC2134.and adjusted by the National Geodetic Survey in March 1998..
 OC2134
 OC2134.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC2134.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC2134
 OC2134.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2134
 OC2134.The geoid height was determined by GEOID03.
 OC2134
 OC2134;                    North         East     Units Scale Factor Converg.
 OC2134;SPC ME W     -    62,930.640   855,269.208   MT  0.99999127   -0 22 45.8
 OC2134;UTM  19      - 4,806,501.248   360,808.179   MT  0.99983832   -1 10 52.1
 OC2134
 OC2134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2134!SPC ME W     -   0.99998762  x   0.99999127  =   0.99997889
 OC2134!UTM  19      -   0.99998762  x   0.99983832  =   0.99982594
 OC2134
 OC2134:                Primary Azimuth Mark                     Grid Az
 OC2134:SPC ME W     -  SANFORD AZ MK                            112 34 55.1
 OC2134:UTM  19      -  SANFORD AZ MK                            113 23 01.4
 OC2134
 OC2134|---------------------------------------------------------------------|
 OC2134| PID    Reference Object                     Distance      Geod. Az  |
 OC2134|                                                           dddmmss.s |
 OC2134| OC2142 SANFORD AZ MK                       APPROX. 2.4 KM 1121209.3 |
 OC2134| OC2136 SANFORD RM 2                         18.237 METERS 27720     |
 OC2134| OC2135 AIRPORT BCN SANFORD APT              10.665 METERS 30130     |
 OC2134| CE8436 SANFORD RM 1                         21.313 METERS 33027     |
 OC2134|---------------------------------------------------------------------|
 OC2134
 OC2134                          SUPERSEDED SURVEY CONTROL
 OC2134
 OC2134  NAD 83(1992)-  43 23 54.51571(N)    070 43 07.80496(W) AD(       ) 2
 OC2134  NAD 83(1986)-  43 23 54.52153(N)    070 43 07.81116(W) AD(       ) 2
 OC2134  NAD 27      -  43 23 54.21774(N)    070 43 09.60533(W) AD(       ) 2
 OC2134  NGVD 29 (07/19/86)  105.8    (m)          347.     (f) VERT ANG       
 OC2134
 OC2134.Superseded values are not recommended for survey control.
 OC2134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2134.See file dsdata.txt to determine how the superseded data were derived.
 OC2134
 OC2134_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ6080806501(NAD 83)
 OC2134_MARKER: DS = TRIANGULATION STATION DISK
 OC2134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC2134_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OC2134
 OC2134  HISTORY     - Date     Condition        Report By
 OC2134  HISTORY     - 1976     MONUMENTED       NGS
 OC2134
 OC2134                          STATION DESCRIPTION
 OC2134
 OC2134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2134'THE STATION IS LOCATED ATOP A HILL OVERLOOKING THE
 OC2134'SANFORD AIRPORT AND IS ABOUT 4 MILES SOUTHEAST OF SANFORD
 OC2134'1.5 MILES SOUTHEAST OF SOUTH SANFORD AND NEAR A BEACON
 OC2134'NORTHWEST OF THE AIRPORT, IT IS ON PROPERTY OWNED BY
 OC2134'THE GROSSMAN LUMBER COMPANY WHICH IS LEASED TO THE
 OC2134'CITY OF SANFORD. PERMISSION FOR THE STATION WAS
 OC2134'OBTAINED FROM THE CHAIRMAN OF THE BOARD OF THE
 OC2134'SELECTMEN, MR. GARVIN 267 MAIN STREET, SANFORD, MAINE.
 OC2134'
 OC2134'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 4, 4 A
 OC2134'AND 109 IN SOUTH SANFORD, GO SOUTHEAST ON STATE HIGHWAY 109
 OC2134'FOR 1.4 MILES TO A SIDE ROAD RIGHT AND A RESTURANT.  TURN RIGHT
 OC2134'AND GO SOUTH ON A PAVED ROAD FOR 0.1 MILE TO A T-INTERSECTION,
 OC2134'TURN RIGHT AND THEN TO THE LEFT, PASSING AN ABANDONED GATE
 OC2134'HOUSE, SOUTHERLY FOR 0.1 MILE TO A POWERLINE POLE NUMBER 4
 OC2134'AND AN OPENING IN THE FENCELINE, ON THE RIGHT.  FROM HERE
 OC2134'PACK WESTERLY, UPHILL FOR ABOUT 600 FEET TO THE TOP OF THE
 OC2134'HILL AND THE STATION.
 OC2134'
 OC2134'STATION MARKS ARE STANDARD DISK STAMPED--SANDFORD 1976--SET
 OC2134'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 OC2134'FLUSH WITH THE GROUND. IT IS 35 FEET SOUTHEAST OF THE BEACON
 OC2134'TOWER. THE UNDERGROUND MARK IS SET IN THE IRREGULAR MASS
 OC2134'OF CONCRETE 48 INCHES BELOW THE GROUND.
 OC2134'
 OC2134'REFERENCE MARK 1 IS A STANDARD DISK STAMPED--SANFORD NO 1 1976--,
 OC2134'CEMENTED IN A DRILL HOLE IN A 2 BY 5 BOULDER, IT IS 39.3 FEET
 OC2134'NORTH OF THE NORTHWEST LEG OF THE TOWER, 70.0 FEET SOUTHEAST
 OC2134'OF A POWERLINE POLE WITH A METER AND IS ABOUT 3 FEET HIGHER
 OC2134'THAN THE STATION.
 OC2134'
 OC2134'REFERENCE MARK 2 IS A STANDARD DISK STAMPED--SANFORD NO 2 1976--
 OC2134'CEMENTED IN A DRILL HOLE IN A 2 BY  4 FOOT BOULDER.  IT IS 27.6
 OC2134'FEET WEST OF THE SOUTHWEST LEG OF THE TOWER 93.0 FEET SOUTH
 OC2134'OF THE POWERLINE POLE AND IS ABOUT 3 FEET HIGHER THAN THE STATION.
 OC2134'
 OC2134'AZIMUTH MARK IS A STANDARD DISK STAMPED--SANFORD AZ MK 1976--, SET
 OC2134'IN THE TOP OF A 12-INCH CYLINDICAL CONCRETE MONUMENT THAT
 OC2134'PROJECT S 1-INCH ABOVE THE GROUND.  IT IS 4.3 FEET EAST OF A METAL
 OC2134'WITNESS POST AND  35.5 FEET WEST OF THE CENTERLINE OF STATE
 OC2134'HIGHWAY 109.
 OC2134'
 OC2134'TO REACH THE AZIMUTH MARK FROM THE SIDE ROAD AT THE
 OC2134'RESTURANT, GO SOUTHEAST ON STATE HIGHWAY 109 FOR 1.15
 OC2134'MILE TO THE JUNCTION WITH STATE HIGHWAY 99, CONTINUE
 OC2134'SOUTHEASTERLY ON STATE HIGHWAY 109 FOR 0.6 MILE TO
 OC2134'THE AZIMUTH MARK ON THE RIGHT.
 OC2134'
 OC2134'THE DISTANCE TO THE REFERENCE MARKS WERE COMPUTED
 OC2134'FROM SLOPE MEASUREMENTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ2694 ***********************************************************************
 AJ2694  DESIGNATION -  SANFORD BASE STATION
 AJ2694  PID         -  AJ2694
 AJ2694  STATE/COUNTY-  ME/YORK
 AJ2694  USGS QUAD   -  SANFORD (1983)
 AJ2694
 AJ2694                         *CURRENT SURVEY CONTROL
 AJ2694  ___________________________________________________________________
 AJ2694* NAD 83(1996)-  43 27 36.48865(N)    070 46 52.34792(W)     ADJUSTED  
 AJ2694* NAVD 88     -       102.3    (meters)     336.     (feet)  GPS OBS   
 AJ2694  ___________________________________________________________________
 AJ2694  X           -   1,526,389.143 (meters)                     COMP
 AJ2694  Y           -  -4,378,567.972 (meters)                     COMP
 AJ2694  Z           -   4,364,800.062 (meters)                     COMP
 AJ2694  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 AJ2694  ELLIP HEIGHT-          75.66  (meters)          (04/26/01) GPS OBS
 AJ2694  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 AJ2694
 AJ2694  HORZ ORDER  -  A
 AJ2694  ELLP ORDER  -  FOURTH    CLASS I
 AJ2694
 AJ2694.The horizontal coordinates were established by GPS observations
 AJ2694.and adjusted by the National Geodetic Survey in April 2001..
 AJ2694
 AJ2694.The orthometric height was determined by GPS observations and a
 AJ2694.high-resolution geoid model.
 AJ2694
 AJ2694.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2694
 AJ2694.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2694
 AJ2694.The ellipsoidal height was determined by GPS observations
 AJ2694.and is referenced to NAD 83.
 AJ2694
 AJ2694.The geoid height was determined by GEOID03.
 AJ2694
 AJ2694;                    North         East     Units Scale Factor Converg.
 AJ2694;SPC ME W     -    69,816.128   850,266.875   MT  0.99999708   -0 25 21.8
 AJ2694;UTM  19      - 4,813,455.074   355,903.463   MT  0.99985541   -1 13 31.5
 AJ2694
 AJ2694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2694!SPC ME W     -   0.99998814  x   0.99999708  =   0.99998522
 AJ2694!UTM  19      -   0.99998814  x   0.99985541  =   0.99984355
 AJ2694
 AJ2694                          SUPERSEDED SURVEY CONTROL
 AJ2694
 AJ2694.No superseded survey control is available for this station.
 AJ2694
 AJ2694_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ5590313455(NAD 83)
 AJ2694_MARKER: Z = SEE DESCRIPTION
 AJ2694_SETTING: 0 = UNSPECIFIED SETTING
 AJ2694_MARK LOGO: NONE  
 AJ2694_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ2694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2694+STABILITY: SURFACE MOTION
 AJ2694_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2694+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ2694
 AJ2694  HISTORY     - Date     Condition        Report By
 AJ2694  HISTORY     - 2000     MONUMENTED       LOCENG
 AJ2694
 AJ2694                          STATION DESCRIPTION
 AJ2694
 AJ2694'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000 (MAH)
 AJ2694'THE GPS BASE STATION IS LOCATED IN SPRINGVALE, AT THE INTERSECTION OF
 AJ2694'STATE HIGHWAY 224 AND RIVER STREET, AT THE SOUTHWEST CORNER OF THE
 AJ2694'SANFORD SEWERAGE DISTRICT BUILDING.  ACCESS AND INFORMATION CAN BE
 AJ2694'OBTAINED FROM MIKE HANSON, DISTRICT SUPERVISOR, PHONE 207-324-5313.
 AJ2694'THE GPS ANTENNA IS MOUNTED ON A STEEL ROD, WHICH IS SECURED WITH
 AJ2694'BRACKETS TO A STANDPIPE VENT ON THE ROOF OF THE BUILDING, ABOUT 5 FT
 AJ2694'(1.5 M) HIGHER THAN THE ROOF.  EQUIPMENT AT SITE INCLUDE JAVAD LEGACY
 AJ2694'RECEIVER AND JAVAD LEGANT ANTENNA.  DATUM POINT IS THE ANTENNA
 AJ2694'REFERENCE POINT (ARP).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3449 ***********************************************************************
 AE3449  DESIGNATION -  SANFORD CBL 0
 AE3449  PID         -  AE3449
 AE3449  STATE/COUNTY-  ME/YORK
 AE3449  USGS QUAD   -  ALFRED (1983)
 AE3449
 AE3449                         *CURRENT SURVEY CONTROL
 AE3449  ___________________________________________________________________
 AE3449* NAD 83(1996)-  43 23 24.50350(N)    070 42 56.19017(W)     ADJUSTED  
 AE3449* NAVD 88     -        71.3    (meters)     234.     (feet)  GPS OBS   
 AE3449  ___________________________________________________________________
 AE3449  X           -   1,533,159.280 (meters)                     COMP
 AE3449  Y           -  -4,381,841.966 (meters)                     COMP
 AE3449  Z           -   4,359,130.671 (meters)                     COMP
 AE3449  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 AE3449  ELLIP HEIGHT-          44.54  (meters)          (02/19/02) GPS OBS
 AE3449  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 AE3449
 AE3449  HORZ ORDER  -  THIRD
 AE3449  ELLP ORDER  -  FOURTH    CLASS II
 AE3449
 AE3449.The horizontal coordinates were established by GPS observations
 AE3449.and adjusted by the National Geodetic Survey in September 1997..
 AE3449
 AE3449.The orthometric height was determined by GPS observations and a
 AE3449.high-resolution geoid model.
 AE3449
 AE3449.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3449
 AE3449.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3449
 AE3449.The ellipsoidal height was determined by GPS observations
 AE3449.and is referenced to NAD 83.
 AE3449
 AE3449.The geoid height was determined by GEOID03.
 AE3449
 AE3449;                    North         East     Units Scale Factor Converg.
 AE3449;SPC ME W     -    62,002.676   855,524.446   MT  0.99999099   -0 22 37.6
 AE3449;UTM  19      - 4,805,569.946   361,050.371   MT  0.99983750   -1 10 43.5
 AE3449
 AE3449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3449!SPC ME W     -   0.99999302  x   0.99999099  =   0.99998401
 AE3449!UTM  19      -   0.99999302  x   0.99983750  =   0.99983052
 AE3449
 AE3449                          SUPERSEDED SURVEY CONTROL
 AE3449
 AE3449  ELLIP H (09/29/97)   44.52   (m)                       GP(       ) 4 2
 AE3449
 AE3449.Superseded values are not recommended for survey control.
 AE3449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3449.See file dsdata.txt to determine how the superseded data were derived.
 AE3449
 AE3449_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ6105005570(NAD 83)
 AE3449_MARKER: DQ = CALIBRATION BASE LINE DISK
 AE3449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3449_MARK LOGO: NGS   
 AE3449_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE3449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3449+STABILITY: SURFACE MOTION
 AE3449_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3449+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1996
 AE3449
 AE3449  HISTORY     - Date     Condition        Report By
 AE3449  HISTORY     - 1975     MONUMENTED       NGS
 AE3449  HISTORY     - 19960630 GOOD             NGS
 AE3449
 AE3449                          STATION DESCRIPTION
 AE3449
 AE3449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 AE3449'THE BASE LINE IS LOCATED ABOUT 21.7 KM (13.5 MI) SOUTHWEST OF
 AE3449'BIDDLEFORD, 16.1 KM (10 MI) NORTHWEST OF WELLS AND 6.4 KM (4.0 MI)
 AE3449'SOUTHEAST OF SANFORD ON THE SANFORD MUNICIPAL AIRPORT OFF STATE
 AE3449'HIGHWAY 109.
 AE3449' 
 AE3449'TO REACH THE BASE LINE FROM THE JUNCTION OF THE OLD HIGHWAY AND THE
 AE3449'ENTRANCE TO THE AIRPORT TERMINAL, GO NORTHWEST ON OLD HIGHWAY FOR 0.7
 AE3449'KM (0.45 MI) TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH FOR 0.5 KM
 AE3449'(0.3 MI) TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTHEASTERLY ALONG
 AE3449'ACCESS ROAD FOR 0.2 KM (0.1 MI) TO WHERE ROAD LEADS INTO AN ABANDONED
 AE3449'TAXI STRIP. TURN RIGHT AND GO WESTERLY ALONG TAXI STRIP FOR 0.7 KM
 AE3449'(0.45 MI) TO EDGE OF TAXIWAY SOUTHEAST OF OLD ABANDONED NAVY CONTROL
 AE3449'TOWER.  THE 0 METER POINT IS IN GRASSY AREA ABOUT 39.6 M (130 FT)
 AE3449'SOUTHEAST OF THE OLD CONTROL TOWER.
 AE3449' 
 AE3449'THE BASE LINE IS AN EAST-WEST LINE WITH THE 0 METER POINT ON THE WEST
 AE3449'END.  IT CONSISTS OF THE 0, 150, 342, AND 1286 METER POINTS WITH
 AE3449'POINTS FOR THE CALIBRATION OF 30 METER, 50 METER, AND 200 FOOT TAPES
 AE3449'SET EAST OF THE 0-0 POINT.  THE 0-0 METER POINT IS SET APPROXIMATELY
 AE3449'200 FEET WEST OF THE 0 METER POINT.  THE HORIZONTAL DISTANCE BETWEEN
 AE3449'THE PUNCHES ON THE 0 METER POINT AND THE 0-0 POINT IS 199.97 FT
 AE3449'(60.951 M).  ALL OF THE MARKS ARE SET ON A LINE APPROXIMATELY 500 FEET
 AE3449'NORTH AND PARALLEL TO THE CENTER LINE OF RUNWAY 7-25.  THEY RUN FROM
 AE3449'THE 0-0 AND 0 METER POINTS NEAR THE OLD CONTROL TOWER ON THE WEST SIDE
 AE3449'OF THE AIRPORT TO THE 1286 METER POINT EAST OF RUNWAY 14-32 ON THE
 AE3449'EAST SIDE OF THE AIRPORT.  ALL OF THE MARKS HAVE METAL WITNESS POSTS
 AE3449'BY THEM.
 AE3449' 
 AE3449'THE 0 METER POINT IS A STANDARD DISK NOT STAMPED SET INTO THE TOP OF
 AE3449'AN IRREGULAR MASS OF CONCRETE 20 CM (8.0 IN) FLUSH WITH THE GROUND
 AE3449'LOCATED 33.5 M (110.0 FT) S FROM THE SOUTH EDGE OF A PAVED TAXIWAY,
 AE3449'AND 53.0 M (174.0 FT) ESE FROM THE SOUTHEAST CORNER OF OLD CONTROL
 AE3449'TOWER BUILDING.  (0 METER POINT IS ALSO 200 FOOT POINT OFF OF 0-0
 AE3449'POINT.)
 AE3449' 
 AE3449'THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE MAINE SOCIETY
 AE3449'OF LAND SURVEYORS.  FOR FURTHER INFORMATION CONTACT RODNEY E.
 AE3449'CHADBOURNE, MIDDLE BRANCH ENGINEERING, RFD 2, BOX 14, ALFRED, ME
 AE3449'04002.  TELEPHONE (207) 324-8712.
 AE3449
 AE3449                          STATION RECOVERY (1996)
 AE3449
 AE3449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (WCW)
 AE3449'THE STATION IS LOCATED ABOUT 6.5 KM (4.05 MI) SOUTHEAST OF SANFORD,
 AE3449'1.0 KM (0.60 MI) SOUTHWEST OF STATE HIGHWAY 109, AT THE SANFORD
 AE3449'MUNICIPAL AIRPORT AND IN AN OPEN AREA SOUTH OF THE FORMER NAVAL AIR
 AE3449'STATION CONTROL TOWER.  OWNERSHIP--TOWN OF SANFORD, ASST AIRPORT
 AE3449'MANAGER RICHARD WILKINS, 267 MAIN STREET, SANFORD ME 04073, PHONE
 AE3449'207-324-9135. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 AE3449'4 AND 109, WHICH IS ABOUT 4.0 KM (2.50 MI) SOUTHEAST OF DOWNTOWN
 AE3449'SANFORD, GO SOUTHEAST ON HIGHWAY 109 FOR 1.6 KM (1.00 MI) TO OLD ROUTE
 AE3449'109 WHICH ANGLES TO THE RIGHT.  TURN RIGHT AND GO SOUTHEAST FOR 2.3 KM
 AE3449'(1.40 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT AND GO
 AE3449'WEST FOR 0.1 KM (0.05 MI) TO THE TERMINAL BUILDING ON THE RIGHT. TURN
 AE3449'LEFT AND GO SOUTH THROUGH A PARKING LOT FOR 50 M (164.0 FT) TO A GATE.
 AE3449'TURN RIGHT AND GO SOUTHWEST TO PASS THROUGH THE GATE, THEN TURN RIGHT
 AE3449'AND GO NORTH FOR 0.2 KM (0.10 MI) ACROSS AN APRON TO TAXIWAY B ON
 AE3449'LEFT.  TURN LEFT AND GO WEST FOR 0.1 KM (0.05 MI) CROSSING THE
 AE3449'APPROACH END OF RUNWAY 14 TO TAXIWAY C.  TURN LEFT AND GO SOUTH FOR
 AE3449'1.2 KM (0.75 MI) INTO THE SAFETY AREA OF RUNWAY 7-25 AND A TAXIWAY
 AE3449'RIGHT.  TURN SHARP RIGHT AND GO NORTHWEST FOR 122 M (400.3 FT) TO THE
 AE3449'STATION ON THE LEFT. THE STATION IS ABOUT 154 M (505.2 FT) NORTH OF
 AE3449'RUNWAY 7-25 CENTER, 47.9 M (157.2 FT) EAST-SOUTHEAST OF THE EAST
 AE3449'CORNER OF THE SOUTH FACE OF THE FORMER TOWER, 31.0 M (101.7 FT) EAST
 AE3449'OF STATION SBL 30, AND 1.1 M (3.6 FT) SOUTH OF A METAL WITNESS POST.
 AE3449'THE STATION IS THE FOURTH STATION FROM THE WEST END IN A CALIBRATION
 AE3449'BASELINE.  THE STATION IS UNIQUELY NOT BRASS BUT HAS A METALLIC COLOR.
 AE3449'THE PLAIN DISK HAS NO WORDING AS PART OF THE CASTING.  THIS STATION
 AE3449'DOES NOT HAVE A LOGO CAP.  WCW-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3447 ***********************************************************************
 AE3447  DESIGNATION -  SANFORD CBL 0 0
 AE3447  PID         -  AE3447
 AE3447  STATE/COUNTY-  ME/YORK
 AE3447  USGS QUAD   -  ALFRED (1983)
 AE3447
 AE3447                         *CURRENT SURVEY CONTROL
 AE3447  ___________________________________________________________________
 AE3447* NAD 83(1996)-  43 23 23.46741(N)    070 42 58.49544(W)     ADJUSTED  
 AE3447* NAVD 88     -        72.2    (meters)     237.     (feet)  GPS OBS   
 AE3447  ___________________________________________________________________
 AE3447  X           -   1,533,117.787 (meters)                     COMP
 AE3447  Y           -  -4,381,880.479 (meters)                     COMP
 AE3447  Z           -   4,359,108.081 (meters)                     COMP
 AE3447  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 AE3447  ELLIP HEIGHT-          45.48  (meters)          (02/19/02) GPS OBS
 AE3447  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 AE3447
 AE3447  HORZ ORDER  -  THIRD
 AE3447  ELLP ORDER  -  FOURTH    CLASS II
 AE3447
 AE3447.The horizontal coordinates were established by GPS observations
 AE3447.and adjusted by the National Geodetic Survey in September 1997..
 AE3447
 AE3447.The orthometric height was determined by GPS observations and a
 AE3447.high-resolution geoid model.
 AE3447
 AE3447.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3447
 AE3447.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3447
 AE3447.The ellipsoidal height was determined by GPS observations
 AE3447.and is referenced to NAD 83.
 AE3447
 AE3447.The geoid height was determined by GEOID03.
 AE3447
 AE3447;                    North         East     Units Scale Factor Converg.
 AE3447;SPC ME W     -    61,971.043   855,472.353   MT  0.99999105   -0 22 39.2
 AE3447;UTM  19      - 4,805,539.050   360,997.849   MT  0.99983768   -1 10 45.0
 AE3447
 AE3447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3447!SPC ME W     -   0.99999287  x   0.99999105  =   0.99998392
 AE3447!UTM  19      -   0.99999287  x   0.99983768  =   0.99983055
 AE3447
 AE3447                          SUPERSEDED SURVEY CONTROL
 AE3447
 AE3447  ELLIP H (09/29/97)   45.45   (m)                       GP(       ) 4 2
 AE3447
 AE3447.Superseded values are not recommended for survey control.
 AE3447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3447.See file dsdata.txt to determine how the superseded data were derived.
 AE3447
 AE3447_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ6099805539(NAD 83)
 AE3447_MARKER: DQ = CALIBRATION BASE LINE DISK
 AE3447_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AE3447_MARK LOGO: NGS   
 AE3447_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE3447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3447+STABILITY: SURFACE MOTION
 AE3447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3447+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1996
 AE3447
 AE3447  HISTORY     - Date     Condition        Report By
 AE3447  HISTORY     - UNK      MONUMENTED       NGS
 AE3447  HISTORY     - 19960630 GOOD             NGS
 AE3447
 AE3447                          STATION DESCRIPTION
 AE3447
 AE3447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (WCW)
 AE3447'THE STATION IS LOCATED ABOUT 6.5 KM (4.05 MI) SOUTHEAST OF SANFORD,
 AE3447'1.0 KM (0.60 MI) SOUTHWEST OF STATE HIGHWAY 109, AT THE SANFORD
 AE3447'MUNICIPAL AIRPORT AND IN AN OPEN AREA SOUTH OF THE FORMER NAVAL AIR
 AE3447'STATION CONTROL TOWER.  OWNERSHIP--TOWN OF SANFORD, ASST AIRPORT
 AE3447'MANAGER RICHARD WILKINS, 267 MAIN STREET, SANFORD ME 04073, PHONE
 AE3447'207-324-9135. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 AE3447'4 AND 109, WHICH IS ABOUT 4.0 KM (2.50 MI) SOUTHEAST OF DOWNTOWN
 AE3447'SANFORD, GO SOUTHEAST ON HIGHWAY 109 FOR 1.6 KM (1.00 MI) TO OLD ROUTE
 AE3447'109 WHICH ANGLES TO THE RIGHT.  TURN RIGHT AND GO SOUTHEAST FOR 1.4 KM
 AE3447'(0.85 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT AND GO
 AE3447'WEST FOR 0.1 KM (0.05 MI) TO THE TERMINAL BUILDING ON THE RIGHT. TURN
 AE3447'LEFT AND GO SOUTH THROUGH A PARKING LOT FOR 50 M (164.0 FT) TO A GATE.
 AE3447'TURN RIGHT AND GO SOUTHWEST TO PASS THROUGH THE GATE, THEN TURN RIGHT
 AE3447'AND GO NORTH FOR 0.2 KM (0.10 MI) ACROSS AN APRON TO TAXIWAY B ON
 AE3447'LEFT.  TURN LEFT AND GO WEST FOR 0.1 KM (0.05 MI) CROSSING THE
 AE3447'APPROACH END OF RUNWAY 14 TO TAXIWAY C (FORMER RUNWAY) .  TURN LEFT
 AE3447'AND GO SOUTH FOR 1.1 KM (0.70 MI) INTO THE SAFETY AREA OF RUNWAY 7-25
 AE3447'AND A TAXIWAY RIGHT.  TURN SHARP RIGHT AND GO NORTHWEST FOR 122 M
 AE3447'(400.3 FT) TO THE STATION ON THE LEFT. THE STATION IS ABOUT 154 M
 AE3447'(505.2 FT) NORTH OF RUNWAY 7-25 CENTER, 45.3 M (148.6 FT)
 AE3447'SOUTH-SOUTHWEST OF THE EAST CORNER OF THE SOUTH FACE OF THE FORMER
 AE3447'TOWER, 30.0 M (98.4 FT) WEST OF STATION SBL 30, AND 1.2 M (3.9 FT)
 AE3447'SOUTH OF A METAL WITNESS POST.  THE STATION IS THE WESTERNMOST STATION
 AE3447'IN A CALIBRATION BASELINE.  THE STATION IS WITHIN A NGS EDMI
 AE3447'CALIBRATION BASELINE LOGO CAP.  WCW-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2777 ***********************************************************************
 OC2777  SACS        -  This is a Secondary Airport Control Station.
 OC2777  DESIGNATION -  SANFORD CBL 1286
 OC2777  PID         -  OC2777
 OC2777  STATE/COUNTY-  ME/YORK
 OC2777  USGS QUAD   -  ALFRED (1983)
 OC2777
 OC2777                         *CURRENT SURVEY CONTROL
 OC2777  ___________________________________________________________________
 OC2777* NAD 83(1996)-  43 23 46.36540(N)    070 42 07.52089(W)     ADJUSTED  
 OC2777* NAVD 88     -        70.16   (meters)     230.2    (feet)  GPS OBS   
 OC2777  ___________________________________________________________________
 OC2777  X           -   1,534,039.715 (meters)                     COMP
 OC2777  Y           -  -4,381,041.877 (meters)                     COMP
 OC2777  Z           -   4,359,620.197 (meters)                     COMP
 OC2777  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 OC2777  ELLIP HEIGHT-          43.46  (meters)          (01/07/02) GPS OBS
 OC2777  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 OC2777
 OC2777  HORZ ORDER  -  FIRST
 OC2777  ELLP ORDER  -  FIFTH     CLASS I
 OC2777
 OC2777.This mark is at Sanford Airport (SFM)
 OC2777
 OC2777.The horizontal coordinates were established by GPS observations
 OC2777.and adjusted by the National Geodetic Survey in July 1997..
 OC2777
 OC2777.The orthometric height was determined by GPS observations and a
 OC2777.high-resolution geoid model.
 OC2777
 OC2777.GPS derived orthometric heights for airport stations designated as
 OC2777.PACS or SACS are published to 2 decimal places.  This maintains
 OC2777.centimeter relative accuracy between the PACS and SACS.  It does
 OC2777.not indicate centimeter accuracy relative to other marks which are
 OC2777.part of the NAVD 88 network.
 OC2777
 OC2777.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OC2777
 OC2777.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2777
 OC2777.The ellipsoidal height was determined by GPS observations
 OC2777.and is referenced to NAD 83.
 OC2777
 OC2777.The geoid height was determined by GEOID03.
 OC2777
 OC2777;                    North         East     Units Scale Factor Converg.
 OC2777;SPC ME W     -    62,670.219   856,624.116   MT  0.99998980   -0 22 04.3
 OC2777;UTM  19      - 4,806,221.937   362,159.102   MT  0.99983372   -1 10 10.5
 OC2777
 OC2777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2777!SPC ME W     -   0.99999318  x   0.99998980  =   0.99998298
 OC2777!UTM  19      -   0.99999318  x   0.99983372  =   0.99982691
 OC2777
 OC2777:                Primary Azimuth Mark                     Grid Az
 OC2777:SPC ME W     -  SANFORD CBL 30                           238 44 27.0
 OC2777:UTM  19      -  SANFORD CBL 30                           239 32 33.2
 OC2777
 OC2777|---------------------------------------------------------------------|
 OC2777| PID    Reference Object                     Distance      Geod. Az  |
 OC2777|                                                           dddmmss.s |
 OC2777| OC2778 SANFORD CBL 30                      APPROX. 1.3 KM 2382222.7 |
 OC2777|---------------------------------------------------------------------|
 OC2777
 OC2777                          SUPERSEDED SURVEY CONTROL
 OC2777
 OC2777  ELLIP H (07/24/97)   43.43   (m)                       GP(       ) 1 1
 OC2777  NAD 83(1992)-  43 23 46.36560(N)    070 42 07.51973(W) AD(1995.00) 1
 OC2777  ELLIP H (04/19/96)   43.44   (m)                       GP(1995.00) 3 1
 OC2777  NAD 83(1992)-  43 23 46.36364(N)    070 42 07.52323(W) AD(       ) 1
 OC2777  ELLIP H (01/28/95)   43.50   (m)                       GP(       ) 4 2
 OC2777  NAD 83(1986)-  43 23 46.37154(N)    070 42 07.52971(W) AD(       ) 1
 OC2777  NAD 27      -  43 23 46.07685(N)    070 42 09.32711(W) AD(       ) 1
 OC2777  NGVD 29 (11/20/87)   70.2    (m)          230.     (f) GPS OBS        
 OC2777
 OC2777.Superseded values are not recommended for survey control.
 OC2777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2777.See file dsdata.txt to determine how the superseded data were derived.
 OC2777
 OC2777_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ6215906222(NAD 83)
 OC2777_MARKER: DQ = CALIBRATION BASE LINE DISK
 OC2777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OC2777_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 OC2777_STAMPING: SBL 1286
 OC2777_MARK LOGO: NGS   
 OC2777_MAGNETIC: N = NO MAGNETIC MATERIAL
 OC2777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OC2777+STABILITY: SURFACE MOTION
 OC2777_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OC2777+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1996
 OC2777
 OC2777  HISTORY     - Date     Condition        Report By
 OC2777  HISTORY     - 1975     MONUMENTED       NGS
 OC2777  HISTORY     - 1985     GOOD             NGS
 OC2777  HISTORY     - 19890615 GOOD             NGS
 OC2777  HISTORY     - 19951003 GOOD             CHANCE
 OC2777  HISTORY     - 19960630 GOOD             NGS
 OC2777
 OC2777                          STATION DESCRIPTION
 OC2777
 OC2777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 OC2777'THE BASE LINE IS LOCATED ABOUT 21.7 KM (13.5 MI) SOUTHWEST OF
 OC2777'BIDDLEFORD, 16.1 KM (10 MI) NORTHWEST OF WELLS AND 6.4 KM (4.0 MI)
 OC2777'SOUTHEAST OF SANFORD ON THE SANFORD MUNICIPAL AIRPORT OFF STATE
 OC2777'HIGHWAY 109.
 OC2777' 
 OC2777'TO REACH THE BASE LINE FROM THE JUNCTION OF THE OLD HIGHWAY AND THE
 OC2777'ENTRANCE TO THE AIRPORT TERMINAL, GO NORTHWEST ON OLD HIGHWAY FOR 0.7
 OC2777'KM (0.45 MI) TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH FOR 0.5 KM
 OC2777'(0.3 MI) TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTHEASTERLY ALONG
 OC2777'ACCESS ROAD FOR 0.2 KM (0.1 MI) TO WHERE ROAD LEADS INTO AN ABANDONED
 OC2777'TAXI STRIP. TURN RIGHT AND GO WESTERLY ALONG TAXI STRIP FOR 0.7 KM
 OC2777'(0.45 MI) TO EDGE OF TAXIWAY SOUTHEAST OF OLD ABANDONED NAVY CONTROL
 OC2777'TOWER.  THE 0 METER POINT IS IN GRASSY AREA ABOUT 39.6 M (130 FT)
 OC2777'SOUTHEAST OF THE OLD CONTROL TOWER.
 OC2777' 
 OC2777'THE BASE LINE IS AN EAST-WEST LINE WITH THE 0 METER POINT ON THE WEST
 OC2777'END.  IT CONSISTS OF THE 0, 150, 342, AND 1286 METER POINTS WITH
 OC2777'POINTS FOR THE CALIBRATION OF 30 METER, 50 METER, AND 200 FOOT TAPES
 OC2777'SET EAST OF THE 0-0 POINT.  THE 0-0 METER POINT IS SET APPROXIMATELY
 OC2777'200 FEET WEST OF THE 0 METER POINT.  THE HORIZONTAL DISTANCE BETWEEN
 OC2777'THE PUNCHES ON THE 0 METER POINT AND THE 0-0 POINT IS 199.97 FT
 OC2777'(60.951 M).  ALL OF THE MARKS ARE SET ON A LINE APPROXIMATELY 500 FEET
 OC2777'NORTH AND PARALLEL TO THE CENTER LINE OF RUNWAY 7-25.  THEY RUN FROM
 OC2777'THE 0-0 AND 0 METER POINTS NEAR THE OLD CONTROL TOWER ON THE WEST SIDE
 OC2777'OF THE AIRPORT TO THE 1286 METER POINT EAST OF RUNWAY 14-32 ON THE
 OC2777'EAST SIDE OF THE AIRPORT.  ALL OF THE MARKS HAVE METAL WITNESS POSTS
 OC2777'BY THEM.
 OC2777' 
 OC2777'THE 1286 METER POINT IS A STANDARD NGS DISK NOT STAMPED SET INTO THE
 OC2777'TOP OF AN IRREGULAR MASS OF CONCRETE 20 CM (8.0 IN) IN DIAMETER FLUSH
 OC2777'WITH THE GROUND LOCATED ABOUT 36.6 M (120.1 FT) SW FROM THE EDGE OF
 OC2777'THE WOODS AND 11.6 M (38.0 FT) NE FROM THE CENTER OF A DIRT ROAD ON
 OC2777'EAST END OF AIRPORT.  AN ALUMINUM SLEEVE AROUND DISK PROJECTS ABOUT
 OC2777'2.5 CM (1.0 IN).
 OC2777' 
 OC2777'THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE MAINE SOCIETY
 OC2777'OF LAND SURVEYORS.  FOR FURTHER INFORMATION CONTACT RODNEY E.
 OC2777'CHADBOURNE, MIDDLE BRANCH ENGINEERING, RFD 2, BOX 14, ALFRED, ME
 OC2777'04002.  TELEPHONE (207) 324-8712.
 OC2777
 OC2777                          STATION RECOVERY (1985)
 OC2777
 OC2777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (MRM)
 OC2777'THE STATION WAS RECOVERED AT THIS DATE.
 OC2777'THE DISK WAS STAMPED AT THIS DATE.
 OC2777'
 OC2777'THE STATION IS LOCATED ABOUT 6.4 KM (4 MI) SOUTHEAST OF SANFORD,
 OC2777'0.4 KM (0.25 MI) SOUTHWEST OF STATE HIGHWAY 109, AT THE SANFORD
 OC2777'MUNICIPAL AIRPORT, AT THE EDGE OF A GRADED STEP THAT PARALLELS
 OC2777'RUNWAY 14-32.
 OC2777'OWNERSHIP--TOWN OF SANFORD, AIRPORT MANAGER, 267 MAIN STREET,
 OC2777'SANFORD ME 04073, PHONE 207-324-1080.
 OC2777'
 OC2777'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 4 AND 109
 OC2777'WHICH IS ABOUT 4.0 KM (2.5 MI) SOUTHEAST OF SANFORD, GO
 OC2777'SOUTHEAST FOR 2.3 KM (1.4 MI) ON HIGHWAY 109 TO A CROSSROAD,
 OC2777'JAEGGER ROAD.  CONTINUE AHEAD FOR 0.9 KM (0.55 MI) ON HIGHWAY 109
 OC2777'TO A REVERSE FORK RIGHT.  TURN SHARP RIGHT AND GO WEST FOR 0.2 KM
 OC2777'(0.1 MI) ON A PAVED ROAD TO A PAVED ROAD LEFT.  TURN LEFT AND GO
 OC2777'SOUTH FOR 0.1 KM (0.05 MI) ON THE PAVED ROAD TO THE TERMINAL
 OC2777'BUILDING ON THE RIGHT.  BEAR LEFT AND GO 50 METERS (165 FT) ACROSS
 OC2777'THE PARKING LOT TO A GATE.  PASS  THROUGH GATE AND GO SOUTH FOR 0.1
 OC2777'KM (0.05 MI) ACROSS THE TARMAC TO A TAXI RAMP AND A TRACK ROAD
 OC2777'LEFT.  BEAR LEFT AND GO SOUTHEASTERLY FOR 0.8 KM (0.5 MI) ON THE
 OC2777'TRACK ROAD TO THE STATION ON THE LEFT.
 OC2777'
 OC2777'THE STATION IS A STANDARD NGS CALIBRATION BASE LINE DISK
 OC2777'STAMPED---SBL 1286---,
 OC2777'SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE FLUSH WITH GROUND.
 OC2777'AN NGS LOGO FLANGE SURROUNDS THE DISK.  LOCATED
 OC2777'141.5 METERS (464.2 FT) NORTHWEST FROM THE EDGE OF RUNWAY 7-25,
 OC2777'53.8 METERS (176.5 FT) NORTHEAST FROM THE EDGE OF RUNWAY 14-32,
 OC2777'52.0 METERS (170.5 FT) NORTHEAST FROM THE THIRD RUNWAY LIGHT
 OC2777'NORTHWEST OF THE RUNWAY JUNCTION,
 OC2777'11 METERS (36 FT) NORTHEAST FROM THE APPROXIMATE CENTER OF THE
 OC2777'TRACK ROAD,
 OC2777'1.0 METERS (3.3 FT) SOUTHEAST FROM A METAL WITNESS POST AND
 OC2777'0.8 METERS (2.6 FT) SOUTHWEST FROM A WOODEN WITNESS POST WITH SIGN.
 OC2777'
 OC2777'AZIMUTH MARK NO. 1 IS A STANDARD NGS CALIBRATION BASE LINE DISK
 OC2777'STAMPED---SBL 30---,
 OC2777'SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE FLUSH WITH GROUND.
 OC2777'LOCATED
 OC2777'131 METERS (430 FT) NORTHWEST FROM THE EDGE OF RUNWAY 7,
 OC2777'55.5 METERS (182 FT) SOUTHWEST FROM THE EDGE OF THE RAMP WHERE IT
 OC2777'JOINS THE TARMAC,
 OC2777'40.6 METERS (133.2 FT) SOUTH-SOUTHEAST FROM THE EAST END OF THE OLD
 OC2777'CONTROL TOWER BUILDING,
 OC2777'24.5 METERS (80.4 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF A
 OC2777'3-METER SQUARE CINDER BLOCK SHED,
 OC2777'1.2 METERS (3.9 FT) SOUTH-SOUTHEAST FROM A METAL WITNESS POST AND
 OC2777'0.9 METERS (3.0 FT) NORTH-NORTHWEST FROM A WOODEN WITNESS POST WITH
 OC2777'SIGN.
 OC2777'TO REACH THE AZIMUTH FROM THE STATION,
 OC2777'GO SOUTHEASTERLY FOR 0.1 KM (0.05 MI) ON THE TRACK ROAD TO THE EDGE
 OC2777'OF RUNWAY 7-25.  TURN RIGHT AND GO SOUTHWEST FOR 1.2 KM (0.75 MI)
 OC2777'ALONG THE RUNWAY EDGE, CROSSING RUNWAY 14-32, TO AN OLD RUNWAY
 OC2777'CROSSING AND A TAXI RAMP ON THE RIGHT.  TURN RIGHT AND GO WESTERLY
 OC2777'FOR 0.2 KM (0.1 MI) ON THE RAMP TO A POINT JUST BEFORE REACHING THE
 OC2777'TARMAC.  TURN LEFT AND GO SOUTHWEST FOR 0.1 KM (0.05 MI), TOWARD
 OC2777'HIGH GROUND, TO THE STATION.
 OC2777'
 OC2777'FAA AIRPORT SURVEYS, MAINE, OCTOBER-NOVEMBER 1985.
 OC2777'
 OC2777'THIS STATION SUITABLE FOR GPS SURVEYS.
 OC2777'
 OC2777'DESCRIBED BY G.R. HEID.
 OC2777
 OC2777                          STATION RECOVERY (1989)
 OC2777
 OC2777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 OC2777'THE STATION IS LOCATED IN THE EAST PART OF THE AIRPORT ABOUT 450 FT
 OC2777'(137.2 M) NW OF THE CL INTERSECTION OF RWYS 7-25 AND 14-32.  IT IS
 OC2777'604.6 FT (184.3 M) WEST OF THE CL END OF RWY 25 AND 252.0 FT (76.8 M)
 OC2777'NE OF THE CENTERLINE OF RWY 14-32.  IT IS 252.1 FT (76.8 M) NW OF THE
 OC2777'2ND RUNWAY LIGHT NW OF THE RUNWAY INTERSECTION, 171.6 FT (52.3 M) NE
 OC2777'OF THE 3RD RUNWAY LIGHT AND 13 FT (4.0 M) SE OF THE RANGE OF THIS PAIR
 OC2777'OF LIGHTS.  IT IS 38 FT (11.6 M) NE OF THE CL OF A TRACK ROAD AND 3 FT
 OC2777'(0.9 M) SE OF A METAL WITNESS POST.  THE STATION IS THE 1286 M (4219.2
 OC2777'FT) MARK AND THE EAST END OF THE SANFORD CALIBRATION BASELINE WHICH
 OC2777'RUNS PARALLEL TO RWY 7-25.  IT IS AN NGS CALIBRATION BASELINE DISK
 OC2777'STAMPED SBL 1286 AND SET IN A CONCRETE MONUMENT FLUSH WITH THE GROUND.
 OC2777'AN NGS LOGO FLANGE SURROUNDS THE DISK.  THE DISK WAS STAMPED AND THE
 OC2777'POSITION ESTABLISHED BY PERSONNEL OF THE NGS ADAM PROGRAM.
 OC2777
 OC2777                          STATION RECOVERY (1995)
 OC2777
 OC2777'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (DS)
 OC2777'RECOVERED AS DESCRIBED WITH THE FOLLOWING INFORMATION-  THIS STATION
 OC2777'IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION (SACS) - MAINE
 OC2777'ANA SURVEYS 1995
 OC2777
 OC2777                          STATION RECOVERY (1996)
 OC2777
 OC2777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (WCW)
 OC2777'THE STATION WAS RECOVERED AT THIS DATE.  THE DISK WAS STAMPED AT THIS
 OC2777'DATE.  THE STATION IS LOCATED ABOUT 6.4 KM (3.95 MI) SOUTHEAST OF
 OC2777'SANFORD, 0.4 KM (0.25 MI) SOUTHWEST OF STATE HIGHWAY 109, AT THE
 OC2777'SANFORD MUNICIPAL AIRPORT, AT THE EDGE OF A GRADED STEP THAT PARALLELS
 OC2777'RUNWAY 14-32.  OWNERSHIP--TOWN OF SANFORD, AIRPORT MANAGER, 267 MAIN
 OC2777'STREET, SANFORD ME 04073, PHONE 207-324-1080.  TO REACH THE STATION
 OC2777'FROM THE JUNCTION OF STATE HIGHWAYS 4 AND 109 WHICH IS ABOUT 4.0 KM
 OC2777'(2.50 MI) SOUTHEAST OF SANFORD, GO SOUTHEAST FOR 2.3 KM (1.40 MI) ON
 OC2777'HIGHWAY 109 TO A CROSSROAD, JAEGGER ROAD.  CONTINUE AHEAD FOR 0.9 KM
 OC2777'(0.55 MI) ON HIGHWAY 109 TO A REVERSE FORK RIGHT. TURN SHARP RIGHT AND
 OC2777'GO WEST FOR 0.2 KM (0.10 MI) ON A PAVED ROAD TO A PAVED ROAD LEFT.
 OC2777'TURN LEFT AND GO SOUTH FOR 0.1 KM (0.05 MI) ON THE PAVED ROAD TO THE
 OC2777'TERMINAL BUILDING ON THE RIGHT.  BEAR LEFT AND GO 50 METERS (164.0 FT)
 OC2777'ACROSS THE PARKING LOT TO A GATE.  PASS THROUGH GATE AND GO SOUTH FOR
 OC2777'0.1 KM (0.05 MI) ACROSS THE TARMAC TO A TAXI RAMP AND A TRACK ROAD
 OC2777'LEFT.  BEAR LEFT AND GO SOUTHEASTERLY FOR 0.8 KM (0.50 MI) ON THE
 OC2777'TRACK ROAD TO THE STATION ON THE LEFT.  THE STATION IS A STANDARD NGS
 OC2777'CALIBRATION BASE LINE DISK STAMPED---SBL 1286---, SET INTO THE TOP OF
 OC2777'AN IRREGULAR MASS OF CONCRETE FLUSH WITH GROUND.  AN NGS LOGO FLANGE
 OC2777'SURROUNDS THE DISK.  LOCATED 141.5 METERS (464.2 FT) NORTHWEST FROM
 OC2777'THE EDGE OF RUNWAY 7-25, 53.8 METERS (176.5 FT) NORTHEAST FROM THE
 OC2777'EDGE OF RUNWAY 14-32, 52.0 METERS (170.6 FT) NORTHEAST FROM THE THIRD
 OC2777'RUNWAY LIGHT NORTHWEST OF THE RUNWAY JUNCTION, 11 METERS (36.1 FT)
 OC2777'NORTHEAST FROM THE APPROXIMATE CENTER OF THE TRACK ROAD, 1.0 METERS
 OC2777'(3.3 FT) SOUTHEAST FROM A METAL WITNESS POST AND 0.8 METERS (2.6 FT)
 OC2777'SOUTHWEST FROM A WOODEN WITNESS POST WITH SIGN.  AZIMUTH MARK NO.  1
 OC2777'IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED---SBL 30---, SET
 OC2777'INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE FLUSH WITH GROUND.
 OC2777'LOCATED 131 METERS (429.8 FT) NORTHWEST FROM THE EDGE OF RUNWAY 7,
 OC2777'55.5 METERS (182.1 FT) SOUTHWEST FROM THE EDGE OF THE RAMP WHERE IT
 OC2777'JOINS THE TARMAC, 40.6 METERS (133.2 FT) SOUTH-SOUTHEAST FROM THE EAST
 OC2777'END OF THE OLD CONTROL TOWER BUILDING, 24.5 METERS (80.4 FT) SOUTHEAST
 OC2777'FROM THE SOUTHEAST CORNER OF A 3-METER SQUARE CINDER BLOCK SHED, 1.2
 OC2777'METERS (3.9 FT) SOUTH-SOUTHEAST FROM A METAL WITNESS POST AND 0.9
 OC2777'METERS (3.0 FT) NORTH-NORTHWEST FROM A WOODEN WITNESS POST WITH SIGN.
 OC2777'TO REACH THE AZIMUTH FROM THE STATION, GO SOUTHEASTERLY FOR 0.1 KM
 OC2777'(0.05 MI) ON THE TRACK ROAD TO THE EDGE OF RUNWAY 7-25.  TURN RIGHT
 OC2777'AND GO SOUTHWEST FOR 1.2 KM (0.75 MI) ALONG THE RUNWAY EDGE, CROSSING
 OC2777'RUNWAY 14-32, TO AN OLD RUNWAY CROSSING AND A TAXI RAMP ON THE RIGHT.
 OC2777'TURN RIGHT AND GO WESTERLY FOR 0.2 KM (0.10 MI) ON THE RAMP TO A POINT
 OC2777'JUST BEFORE REACHING THE TARMAC.  TURN LEFT AND GO SOUTHWEST FOR 0.1
 OC2777'KM (0.05 MI) , TOWARD HIGH GROUND, TO THE STATION.  FAA AIRPORT
 OC2777'SURVEYS, MAINE, OCTOBER-NOVEMBER 1985.  THIS STATION SUITABLE FOR GPS
 OC2777'SURVEYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB2678 ***********************************************************************
 AB2678  SACS        -  This is a Secondary Airport Control Station.
 AB2678  DESIGNATION -  SANFORD CBL 150
 AB2678  PID         -  AB2678
 AB2678  STATE/COUNTY-  ME/YORK
 AB2678  USGS QUAD   -  ALFRED (1983)
 AB2678
 AB2678                         *CURRENT SURVEY CONTROL
 AB2678  ___________________________________________________________________
 AB2678* NAD 83(1996)-  43 23 27.05366(N)    070 42 50.51439(W)     ADJUSTED  
 AB2678* NAVD 88     -        71.35   (meters)     234.1    (feet)  GPS OBS   
 AB2678  ___________________________________________________________________
 AB2678  X           -   1,533,262.021 (meters)                     COMP
 AB2678  Y           -  -4,381,748.814 (meters)                     COMP
 AB2678  Z           -   4,359,187.932 (meters)                     COMP
 AB2678  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 AB2678  ELLIP HEIGHT-          44.64  (meters)          (01/07/02) GPS OBS
 AB2678  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 AB2678
 AB2678  HORZ ORDER  -  FIRST
 AB2678  ELLP ORDER  -  FIFTH     CLASS I
 AB2678
 AB2678.This mark is at Sanford Airport (SFM)
 AB2678
 AB2678.The horizontal coordinates were established by GPS observations
 AB2678.and adjusted by the National Geodetic Survey in July 1997..
 AB2678
 AB2678.The orthometric height was determined by GPS observations and a
 AB2678.high-resolution geoid model.
 AB2678
 AB2678.GPS derived orthometric heights for airport stations designated as
 AB2678.PACS or SACS are published to 2 decimal places.  This maintains
 AB2678.centimeter relative accuracy between the PACS and SACS.  It does
 AB2678.not indicate centimeter accuracy relative to other marks which are
 AB2678.part of the NAVD 88 network.
 AB2678
 AB2678.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2678
 AB2678.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2678
 AB2678.The ellipsoidal height was determined by GPS observations
 AB2678.and is referenced to NAD 83.
 AB2678
 AB2678.The geoid height was determined by GEOID03.
 AB2678
 AB2678;                    North         East     Units Scale Factor Converg.
 AB2678;SPC ME W     -    62,080.535   855,652.700   MT  0.99999085   -0 22 33.7
 AB2678;UTM  19      - 4,805,645.991   361,179.682   MT  0.99983705   -1 10 39.6
 AB2678
 AB2678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2678!SPC ME W     -   0.99999300  x   0.99999085  =   0.99998385
 AB2678!UTM  19      -   0.99999300  x   0.99983705  =   0.99983005
 AB2678
 AB2678                          SUPERSEDED SURVEY CONTROL
 AB2678
 AB2678  ELLIP H (07/24/97)   44.61   (m)                       GP(       ) 1 1
 AB2678  NAD 83(1992)-  43 23 27.05385(N)    070 42 50.51323(W) AD(1995.00) 1
 AB2678  ELLIP H (04/19/96)   44.62   (m)                       GP(1995.00) 3 1
 AB2678
 AB2678.Superseded values are not recommended for survey control.
 AB2678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2678.See file dsdata.txt to determine how the superseded data were derived.
 AB2678
 AB2678_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ6118005646(NAD 83)
 AB2678_MARKER: DQ = CALIBRATION BASE LINE DISK
 AB2678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2678_STAMPING: 150
 AB2678_MARK LOGO: NGS   
 AB2678_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2678+STABILITY: SURFACE MOTION
 AB2678_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2678+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1996
 AB2678
 AB2678  HISTORY     - Date     Condition        Report By
 AB2678  HISTORY     - 1975     MONUMENTED       NGS
 AB2678  HISTORY     - 19951003 GOOD             CHANCE
 AB2678  HISTORY     - 19960630 GOOD             CHANCE
 AB2678
 AB2678                          STATION DESCRIPTION
 AB2678
 AB2678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 AB2678'THE BASE LINE IS LOCATED ABOUT 21.7 KM (13.5 MI) SOUTHWEST OF
 AB2678'BIDDLEFORD, 16.1 KM (10 MI) NORTHWEST OF WELLS AND 6.4 KM (4.0 MI)
 AB2678'SOUTHEAST OF SANFORD ON THE SANFORD MUNICIPAL AIRPORT OFF STATE
 AB2678'HIGHWAY 109.
 AB2678' 
 AB2678'TO REACH THE BASE LINE FROM THE JUNCTION OF THE OLD HIGHWAY AND THE
 AB2678'ENTRANCE TO THE AIRPORT TERMINAL, GO NORTHWEST ON OLD HIGHWAY FOR 0.7
 AB2678'KM (0.45 MI) TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH FOR 0.5 KM
 AB2678'(0.3 MI) TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTHEASTERLY ALONG
 AB2678'ACCESS ROAD FOR 0.2 KM (0.1 MI) TO WHERE ROAD LEADS INTO AN ABANDONED
 AB2678'TAXI STRIP. TURN RIGHT AND GO WESTERLY ALONG TAXI STRIP FOR 0.7 KM
 AB2678'(0.45 MI) TO EDGE OF TAXIWAY SOUTHEAST OF OLD ABANDONED NAVY CONTROL
 AB2678'TOWER.  THE 0 METER POINT IS IN GRASSY AREA ABOUT 39.6 M (130 FT)
 AB2678'SOUTHEAST OF THE OLD CONTROL TOWER.
 AB2678' 
 AB2678'THE BASE LINE IS AN EAST-WEST LINE WITH THE 0 METER POINT ON THE WEST
 AB2678'END.  IT CONSISTS OF THE 0, 150, 342, AND 1286 METER POINTS WITH
 AB2678'POINTS FOR THE CALIBRATION OF 30 METER, 50 METER, AND 200 FOOT TAPES
 AB2678'SET EAST OF THE 0-0 POINT.  THE 0-0 METER POINT IS SET APPROXIMATELY
 AB2678'200 FEET WEST OF THE 0 METER POINT.  THE HORIZONTAL DISTANCE BETWEEN
 AB2678'THE PUNCHES ON THE 0 METER POINT AND THE 0-0 POINT IS 199.97 FT
 AB2678'(60.951 M).  ALL OF THE MARKS ARE SET ON A LINE APPROXIMATELY 500 FEET
 AB2678'NORTH AND PARALLEL TO THE CENTER LINE OF RUNWAY 7-25.  THEY RUN FROM
 AB2678'THE 0-0 AND 0 METER POINTS NEAR THE OLD CONTROL TOWER ON THE WEST SIDE
 AB2678'OF THE AIRPORT TO THE 1286 METER POINT EAST OF RUNWAY 14-32 ON THE
 AB2678'EAST SIDE OF THE AIRPORT.  ALL OF THE MARKS HAVE METAL WITNESS POSTS
 AB2678'BY THEM.
 AB2678' 
 AB2678'THE 150 METER POINT IS A STANDARD NGS DISK NOT STAMPED SET INTO THE
 AB2678'TOP OF AN IRREGULAR MASS OF CONCRETE 20 CM (8.0 IN) IN DIAMETER FLUSH
 AB2678'WITH THE GROUND LOCATED 30.0 M (98.5 FT) W FROM THE WEST EDGE OF A
 AB2678'NORTH-SOUTH TAXIWAY AND 10.4 M (34.0 FT) E FROM THE CENTER OF AN OLD
 AB2678'PAVED ROAD.  AN ALUMINUM SLEEVE AROUND
 AB2678' 
 AB2678' 
 AB2678'THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE MAINE SOCIETY
 AB2678'OF LAND SURVEYORS.  FOR FURTHER INFORMATION CONTACT RODNEY E.
 AB2678'CHADBOURNE, MIDDLE BRANCH ENGINEERING, RFD 2, BOX 14, ALFRED, ME
 AB2678'04002.  TELEPHONE (207) 324-8712.
 AB2678
 AB2678                          STATION RECOVERY (1995)
 AB2678
 AB2678'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (DS)
 AB2678'THE STATION IS LOCATED ABOUT 6.4 KM (3.95 MI) SOUTHEAST OF SANFORD,
 AB2678'1.0 KM (0.60 MI) SOUTHWEST OF STATE HIGHWAY 109, AT THE SANFORD
 AB2678'MUNICIPAL AIRPORT.  OWNERSHIP--TOWN OF SANFORD, RICHARD WILKINS, ASST
 AB2678'AIRPORT MANAGER, PHONE 207-324-9135  TO REACH THE STATION FROM THE
 AB2678'JUNCTION OF STATE HIGHWAY 4 AND 109 WHICH IS ABOUT 4.0 KM (2.50 MI)
 AB2678'SOUTHEAST OF SANFORD, GO SOUTHEAST FOR 2.3 KM (1.40 MI) ON HIGHWAY 109
 AB2678'TO A CROSSROAD, JAGGER MILL ROAD.  CONTINUE AHEAD FOR 0.9 KM (0.55 MI)
 AB2678'ON HIGHWAY 109 TO A REVERSE FORK RIGHT.  TURN SHARP RIGHT AND GO SOUTH
 AB2678'FOR 0.1 KM (0.05 MI) ON THE PAVED ROAD TO THE TERMINAL BUILDING ON THE
 AB2678'RIGHT. BEAR LEFT AND GO 50 M (164.0 FT) ACROSS THE PARKING LOT TO A
 AB2678'GATE. PASS THROUGH GATE AND GO NORTHWEST 0.3 KM (0.20 MI) CROSSING
 AB2678'APRON AND NORTHERNMOST TAXIWAY TO THE APPROACH END OF RUNWAY 14.  TURN
 AB2678'LEFT CROSSING THE APPROACH END OF RUNWAY 14 AND CONTINUE SOUTH FOR 1.1
 AB2678'KM (0.70 MI) ALONG THE NORTH-SOUTH TAXIWAY (OLD RUNWAY) TO THE STATION
 AB2678'ON THE RIGHT  THE STATION IS A STANDARD NGS CALIBRATION DISK SET IN
 AB2678'THE TOP OF A CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND AND
 AB2678'ENCIRCLED WITH AN ACCESS COVER RIM (NO LID) WITH STAMPING NGS EDMI
 AB2678'CALIBRATION BASELINE MONUMENT.  THE STATION IS LOCATED 1.1 M (3.6 FT)
 AB2678'SOUTH OF A METAL WITNESS POST, APPROXIMATELY 110 M (360.9 FT) NORTH OF
 AB2678'THE INTERSECTION OF RUNWAY 14-32 WITH THE NORTH-SOUTH TAXIWAY AND A
 AB2678'TAXI RAMP LEADING NORTHWEST, APPROXIMATELY 300 M (984.2 FT) EAST OF
 AB2678'THE OLD AIR FORCE TOWER, 8.2 M (26.9 FT) EAST OF THE EAST EDGE OF AN
 AB2678'ABANDONED PAVED ROAD PARALLELING THE NORTH-SOUTH TAXIWAY, AND 30.1 M
 AB2678'(98.8 FT) WEST OF THE WEST EDGE OF THE NORTH-SOUTH TAXIWAY  THE
 AB2678'STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION (SACS) -
 AB2678'MAINE ANA SURVEYS 1995
 AB2678
 AB2678                          STATION RECOVERY (1996)
 AB2678
 AB2678'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996
 AB2678'THE STATION IS LOCATED ABOUT 6.4 KM (3.95 MI) SOUTHEAST OF SANFORD,
 AB2678'1.0 KM (0.60 MI) SOUTHWEST OF STATE HIGHWAY 109, AT THE SANFORD
 AB2678'MUNICIPAL AIRPORT.  OWNERSHIP--TOWN OF SANFORD, RICHARD WILKINS, ASST
 AB2678'AIRPORT MANAGER, PHONE 207-324-9135 TO REACH THE STATION FROM THE
 AB2678'JUNCTION OF STATE HIGHWAY 4 AND 109 WHICH IS ABOUT 4.0 KM (2.50 MI)
 AB2678'SOUTHEAST OF SANFORD, GO SOUTHEAST FOR 2.3 KM (1.40 MI) ON HIGHWAY 109
 AB2678'TO A CROSSROAD, JAGGER MILL ROAD.  CONTINUE AHEAD FOR 0.9 KM (0.55 MI)
 AB2678'ON HIGHWAY 109 TO A REVERSE FORK RIGHT.  TURN SHARP RIGHT AND GO SOUTH
 AB2678'FOR 0.1 KM (0.05 MI) ON THE PAVED ROAD TO THE TERMINAL BUILDING ON THE
 AB2678'RIGHT.  BEAR LEFT AND GO 50 M (164.0 FT) ACROSS THE PARKING LOT TO A
 AB2678'GATE.  PASS THROUGH GATE AND GO NORTHWEST 0.3 KM (0.20 MI) CROSSING
 AB2678'APRON AND NORTHERNMOST TAXIWAY TO THE APPROACH END OF RUNWAY 14.  TURN
 AB2678'LEFT CROSSING THE APPROACH END OF RUNWAY 14 AND CONTINUE SOUTH FOR 1.1
 AB2678'KM (0.70 MI) ALONG THE NORTH-SOUTH TAXIWAY (OLD RUNWAY) TO THE STATION
 AB2678'ON THE RIGHT THE STATION IS A STANDARD NGS CALIBRATION DISK SET IN THE
 AB2678'TOP OF A CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND AND ENCIRCLED
 AB2678'WITH AN ACCESS COVER RIM (NO LID) WITH STAMPING NGS EDMI CALIBRATION
 AB2678'BASELINE MONUMENT.  THE STATION IS LOCATED 1.1 M (3.6 FT) SOUTH OF A
 AB2678'METAL WITNESS POST, APPROXIMATELY 110 M (360.9 FT) NORTH OF THE
 AB2678'INTERSECTION OF RUNWAY 14-32 WITH THE NORTH-SOUTH TAXIWAY AND A TAXI
 AB2678'RAMP LEADING NORTHWEST, APPROXIMATELY 300 M (984.2 FT) EAST OF THE OLD
 AB2678'AIR FORCE TOWER, 8.2 M (26.9 FT) EAST OF THE EAST EDGE OF AN ABANDONED
 AB2678'PAVED ROAD PARALLELING THE NORTH-SOUTH TAXIWAY, AND 30.1 M (98.8 FT)
 AB2678'WEST OF THE WEST EDGE OF THE NORTH-SOUTH TAXIWAY THE STATION IS
 AB2678'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION (SACS) - MAINE ANA
 AB2678'SURVEYS 1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2778 ***********************************************************************
 OC2778  DESIGNATION -  SANFORD CBL 30
 OC2778  PID         -  OC2778
 OC2778  STATE/COUNTY-  ME/YORK
 OC2778  USGS QUAD   -  ALFRED (1983)
 OC2778
 OC2778                         *CURRENT SURVEY CONTROL
 OC2778  ___________________________________________________________________
 OC2778* NAD 83(1996)-  43 23 23.97715(N)    070 42 57.36214(W)     ADJUSTED  
 OC2778* NAVD 88     -        71.9    (meters)     236.     (feet)  GPS OBS   
 OC2778  ___________________________________________________________________
 OC2778  X           -   1,533,138.217 (meters)                     COMP
 OC2778  Y           -  -4,381,861.635 (meters)                     COMP
 OC2778  Z           -   4,359,119.293 (meters)                     COMP
 OC2778  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 OC2778  ELLIP HEIGHT-          45.16  (meters)          (02/19/02) GPS OBS
 OC2778  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 OC2778
 OC2778  HORZ ORDER  -  FIRST
 OC2778  ELLP ORDER  -  FOURTH    CLASS I
 OC2778
 OC2778.This mark is at Sanford Airport (SFM)
 OC2778
 OC2778.The horizontal coordinates were established by GPS observations
 OC2778.and adjusted by the National Geodetic Survey in March 1998..
 OC2778
 OC2778.The orthometric height was determined by GPS observations and a
 OC2778.high-resolution geoid model.
 OC2778
 OC2778.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OC2778
 OC2778.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2778
 OC2778.The ellipsoidal height was determined by GPS observations
 OC2778.and is referenced to NAD 83.
 OC2778
 OC2778.The geoid height was determined by GEOID03.
 OC2778
 OC2778;                    North         East     Units Scale Factor Converg.
 OC2778;SPC ME W     -    61,986.606   855,497.963   MT  0.99999102   -0 22 38.4
 OC2778;UTM  19      - 4,805,554.250   361,023.670   MT  0.99983759   -1 10 44.3
 OC2778
 OC2778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2778!SPC ME W     -   0.99999292  x   0.99999102  =   0.99998394
 OC2778!UTM  19      -   0.99999292  x   0.99983759  =   0.99983051
 OC2778
 OC2778:                Primary Azimuth Mark                     Grid Az
 OC2778:SPC ME W     -  SANFORD CBL 1286                         058 44 26.9
 OC2778:UTM  19      -  SANFORD CBL 1286                         059 32 32.8
 OC2778
 OC2778|---------------------------------------------------------------------|
 OC2778| PID    Reference Object                     Distance      Geod. Az  |
 OC2778|                                                           dddmmss.s |
 OC2778| OC2777 SANFORD CBL 1286                    APPROX. 1.3 KM 0582148.5 |
 OC2778|---------------------------------------------------------------------|
 OC2778
 OC2778                          SUPERSEDED SURVEY CONTROL
 OC2778
 OC2778  ELLIP H (03/06/98)   45.12   (m)                       GP(       ) 4 1
 OC2778  NAD 83(1992)-  43 23 23.97470(N)    070 42 57.36448(W) AD(       ) 1
 OC2778  ELLIP H (01/28/95)   45.13   (m)                       GP(       ) 4 2
 OC2778  NAD 83(1986)-  43 23 23.98294(N)    070 42 57.37095(W) AD(       ) 1
 OC2778  NAD 27      -  43 23 23.68750(N)    070 42 59.16782(W) AD(       ) 1
 OC2778  NGVD 29 (11/20/87)   71.9    (m)          236.     (f) GPS OBS        
 OC2778
 OC2778.Superseded values are not recommended for survey control.
 OC2778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2778.See file dsdata.txt to determine how the superseded data were derived.
 OC2778
 OC2778_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ6102405554(NAD 83)
 OC2778_MARKER: DQ = CALIBRATION BASE LINE DISK
 OC2778_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 OC2778_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 OC2778_STAMPING: SBL 30
 OC2778_MARK LOGO: NGS   
 OC2778_MAGNETIC: N = NO MAGNETIC MATERIAL
 OC2778_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OC2778_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OC2778+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1996
 OC2778
 OC2778  HISTORY     - Date     Condition        Report By
 OC2778  HISTORY     - 1985     MONUMENTED       NGS
 OC2778  HISTORY     - 1985     GOOD             NGS
 OC2778  HISTORY     - 19891030 GOOD             NGS
 OC2778  HISTORY     - 19951003 GOOD             CHANCE
 OC2778  HISTORY     - 19960630 GOOD             NGS
 OC2778
 OC2778                          STATION DESCRIPTION
 OC2778
 OC2778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (REP)
 OC2778'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI)
 OC2778'SOUTHEAST OF SANFORD, 1.0 KM (0.6 MI) SOUTHWEST OF STATE HIGHWAY
 OC2778'109, AT THE SANFORD MUNICIPAL AIRPORT AND IN AN OPEN AREA ADJACENT
 OC2778'TO THE OLD NAVAL AIR STATION CONTROL TOWER.
 OC2778'OWNERSHIP--TOWN OF SANFORD, AIRPORT MANAGER, 267 MAIN STREET,
 OC2778'SANFORD ME 04073, PHONE 207-324-0905.
 OC2778'
 OC2778'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 4 AND 109,
 OC2778'WHICH IS ABOUT 4.0 KM (2.5 MI) SOUTHEAST OF SANFORD, GO SOUTHEAST
 OC2778'ON HIGHWAY 109 FOR 2.3 KM (1.4 MI) TO A CROSSROAD (JAEGGER ROAD).
 OC2778'CONTINUE AHEAD FOR 0.9 KM (0.55 MI) TO A REVERSE FORK ON THE RIGHT,
 OC2778'TURN SHARP RIGHT AND GO WEST ON A PAVED ROAD FOR 0.2 KM (0.1 MI) TO
 OC2778'A PAVED ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH ON THE PAVED ROAD
 OC2778'FOR 0.1 (0.05 MI) TO THE TERMINAL BUILDING ON THE RIGHT, BEAR LEFT
 OC2778'AND GO ACROSS PARKING LOT FOR 50 METERS (164 FT) TO A GATE,
 OC2778'CONTINUE THROUGH THE GATE AND GO SOUTH ACROSS TARMAC FOR 0.1 KM
 OC2778'(0.05 MI) TO A TAXI RAMP AND A TRACK ROAD ON THE LEFT, BEAR LEFT
 OC2778'AND GO SOUTHEASTERLY ON THE TRACK ROAD FOR 0.8 KM (0.5 MI) TO SBL
 OC2778'1286 ON THE LEFT (USED AS AN AZIMUTH MARK FOR THIS STATION).
 OC2778'CONTINUE AHEAD ON THE TRACK ROAD FOR 0.1 KM (0.05 MI) TO THE EDGE
 OC2778'OF RUNWAY 25-7, TURN RIGHT AND GO SOUTHWEST CROSSING RUNWAY 32-14,
 OC2778'GO ALONG THE RUNWAY EDGE FOR 1.2 KM (0.75 MI) TO AN OLD RUNWAY
 OC2778'AND A TAXI RAMP ON THE RIGHT.  TURN RIGHT AND GO WESTERLY ON THE
 OC2778'RAMP FOR 0.2 KM (0.15 MI) TO A POINT JUST BEFORE REACHING TARMAC,
 OC2778'TURN LEFT AND GO SOUTHEAST TOWARDS HIGH GROUND FOR 0.8 KM (0.05 MI)
 OC2778'TO THE STATION.
 OC2778'
 OC2778'THE STATION IS A STANDARD NGS DISK
 OC2778'STAMPED---SBL 30---,
 OC2778'SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE FLUSH WITH GROUND.
 OC2778'131 METERS (430 FT) NORTHWEST FROM THE EDGE OF RUNWAY 7,
 OC2778'55.5 METERS (182 FT) SOUTHWEST FROM THE EDGE OF THE RAMP WHERE IT
 OC2778'JOINS THE TARMAC,
 OC2778'40.6 METERS (133.2 FT) SOUTH-SOUTHEAST FROM THE EAST END OF THE OLD
 OC2778'CONTROL TOWER BUILDING,
 OC2778'24.5 METERS (80.4 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF A 3
 OC2778'METER (9.8 FT) SQUARE CINDERBLOCK SHED,
 OC2778'1.2 METERS (3.9 FT) SOUTH-SOUTHEAST FROM A METAL WITNESS POST AND
 OC2778'0.9 METER (3.0 FT) NORTH-NORTHWEST FROM A WOOD WITNESS POST WITH
 OC2778'A SIGN.
 OC2778'
 OC2778'SBL 1286 IS A STANDARD NGS DISK
 OC2778'STAMPED---SBL 1286---,
 OC2778'SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE, THE DISK IS
 OC2778'SURROUNDED BY A NGS BASELINE LOGO RING, IMBEDDED IN THE CONCRETE
 OC2778'AND FLUSH WITH THE GROUND.  LOCATED
 OC2778'141.5 METERS (464 FT) NORTHWEST FROM THE EDGE OF RUNWAY 25-7,
 OC2778'53.8 METERS (176.5 FT) NORTHEAST FROM THE EDGE OF RUNWAY 32-14,
 OC2778'11.0 METERS (36.1 FT) NORTHEAST FROM THE CENTER OF THE TRACK ROAD,
 OC2778'1.0 METER (3.3 FT) SOUTHEAST FROM A METAL WITNESS POST AND
 OC2778'0.8 METER (2.6 FT) SOUTHWEST FROM A WOOD WITNESS POST AND SIGN.
 OC2778'
 OC2778'FAA AIRPORT SURVEYS, NEW ENGLAND, SEPTEMBER-OCTOBER 1986.
 OC2778'
 OC2778'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 OC2778'
 OC2778'DESCRIBED BY G.R. HEID.
 OC2778
 OC2778                          STATION RECOVERY (1985)
 OC2778
 OC2778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (MRM)
 OC2778'THE STATION WAS RECOVERED AT THIS DATE.
 OC2778'THE DISK WAS STAMPED AT THIS DATE.
 OC2778'THIS STATION WAS USED AS AN AZIMUTH MARK FOR SBL 1286.
 OC2778'
 OC2778'THE STATION IS LOCATED ABOUT 6.4 KM (4 MI) SOUTHEAST OF SANFORD,
 OC2778'1.0 KM (0.6 MI) SOUTHWEST OF STATE HIGHWAY 109, AT THE SANFORD
 OC2778'MUNICIPAL AIRPORT, IN AN OPEN AREA ADJACENT TO THE OLD NAVAL AIR
 OC2778'STATION CONTROL TOWER.
 OC2778'OWNERSHIP--TOWN OF SANFORD, AIRPORT MANAGER, 267 MAIN STREET,
 OC2778'SANFORD ME 04073, PHONE 207-324-1080.
 OC2778'
 OC2778'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 4 AND 109
 OC2778'WHICH IS ABOUT 4.0 KM (2.5 MI) SOUTHEAST OF SANFORD, GO SOUTHEAST FOR
 OC2778'2.3 KM (1.4 MI) ON HIGHWAY 109 TO A CROSSROAD, JAEGGER ROAD.
 OC2778'CONTINUE AHEAD FOR 0.9 KM (0.55 MI) ON HIGHWAY 109 TO A REVERSE
 OC2778'FORK RIGHT.  TURN SHARP RIGHT AND GO WEST FOR 0.2 KM (0.1 MI) ON
 OC2778'THE PAVED ROAD TO A PAVED ROAD LEFT.  TURN LEFT AND GO SOUTH FOR
 OC2778'0.1 KM (0.05 MI) ON THE PAVED ROAD TO THE TERMINAL BUILDING ON THE
 OC2778'RIGHT.  BEAR LEFT AND GO 50 METERS (165 FT) ACROSS THE PARKING LOT
 OC2778'TO A GATE.  PASS THROUGH GATE AND GO SOUTH FOR 0.1 KM (0.05 MI)
 OC2778'ACROSS TARMAC TO A TAXI RAMP AND TRACK ROAD ON THE LEFT.  BEAR LEFT
 OC2778'AND GO SOUTHEASTERLY FOR 0.9 KM (0.55 MI) ON THE TRACK ROAD TO THE
 OC2778'EDGE OF RUNWAY 7-25.  TURN RIGHT AND GO SOUTHWEST FOR 1.2 KM (0.75
 OC2778'MI) ALONG THE RUNWAY EDGE, CROSSING RUNWAY 14-32, TO AN OLD RUNWAY
 OC2778'CROSSING AND A TAXI RAMP ON THE RIGHT.  TURN RIGHT AND GO WESTERLY
 OC2778'FOR 0.2 KM (0.1 MI) ON THE RAMP TO A POINT JUST BEFORE REACHING
 OC2778'THE TARMAC.  TURN LEFT AND GO SOUTHWEST FOR 0.1 KM (0.05 MI),
 OC2778'TOWARD HIGH GROUND, TO THE STATION.
 OC2778'
 OC2778'THE STATION IS A STANDARD NGS CALIBRATION BASE LINE DISK
 OC2778'STAMPED---SBL 30---,
 OC2778'SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE FLUSH WITH GROUND.
 OC2778'LOCATED
 OC2778'131 METERS (430 FT) NORTHWEST FROM THE EDGE OF RUNWAY 7,
 OC2778'55.5 METERS (182 FT) SOUTHWEST FROM THE EDGE OF THE RAMP WHERE IT
 OC2778'JOINS THE TARMAC,
 OC2778'40.6 METERS (133.2 FT) SOUTH-SOUTHEAST FROM THE EAST END OF THE OLD
 OC2778'CONTROL TOWER BUILDING,
 OC2778'24.5 METERS (80.4 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF A
 OC2778'3-METER SQUARE CINDERBLOCK SHED,
 OC2778'1.2 METERS (3.9 FT) SOUTH-SOUTHEAST FROM A METAL WITNESS POST AND
 OC2778'0.9 METERS (3.0 FT) NORTH-NORTHWEST FROM A WOODEN WITNESS POST WITH
 OC2778'SIGN.
 OC2778'
 OC2778'FAA AIRPORT SURVEYS, MAINE, OCTOBER-NOVEMBER 1985.
 OC2778'
 OC2778'THIS STATION SUITABLE FOR GPS SURVEYS.
 OC2778'
 OC2778'DESCRIBED BY G.R. HEID.
 OC2778
 OC2778                          STATION RECOVERY (1989)
 OC2778
 OC2778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 OC2778'THE STATION IS LOCATED IN THE SW PART OF THE AIRPORT ABOUT 1430 FT
 OC2778'(435.9 M) NE OF RWY END 7.  IT IS 211.4 FT (64.4 M) SW OF THE CL OF A
 OC2778'NW/SE TAXIWAY, 128.2 FT (39.1 M) NW OF A WOODEN ELECTRICAL POWER
 OC2778'PEDESTAL, 115.7 FT (35.3 M) SE OF THE SE CORNER OF AN ABANDONED
 OC2778'CONTROL TOWER, AND 8.03 FT (2.45 M) SW OF THE SE CORNER OF A SMALL
 OC2778'CONCRETE BLOCK SHED.  THE STATION IS THE FIRST ONE EAST OF THE WEST
 OC2778'END OF THE SANFORD CALIBRATION BASELINE.  IT IS 30 METERS (98.4 FT)
 OC2778'EAST OF THE 0-0 DISK, 20 MT (65.6 FT) WEST OF THE 50 METER (164.0 FT)
 OC2778'EAST AND 101.6 FT (31.0 M) WEST OF THE 0 METER (0.0 FT) DISK.  THE
 OC2778'ARRANGEMENT OF THIS GROUP OF MARKS IS CONFUSING BUT IT SHOULD BE NOTED
 OC2778'THAT THIS STATION IS STAMPED SBL 30 AND IS THE ONLY ONE OF THE NEARBY
 OC2778'DISKS WITH ANY STAMPING.  IT IS AN NGS CALIBRATION BASELINE DISK SET
 OC2778'IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND. IT IS STAMPED
 OC2778'AND THE POSITION ESTABLISHED BY PERSONNEL OF THE NGS ADAM PROGRAM.
 OC2778
 OC2778                          STATION RECOVERY (1995)
 OC2778
 OC2778'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (DS)
 OC2778'RECOVERED AS DESCRIBED.
 OC2778
 OC2778                          STATION RECOVERY (1996)
 OC2778
 OC2778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (WCW)
 OC2778'THE STATION WAS RECOVERED AT THIS DATE.  THE DISK WAS STAMPED AT THIS
 OC2778'DATE.  THIS STATION WAS USED AS AN AZIMUTH MARK FOR SBL 1286.  THE
 OC2778'STATION IS LOCATED ABOUT 6.4 KM (3.95 MI) SOUTHEAST OF SANFORD, 1.0 KM
 OC2778'(0.60 MI) SOUTHWEST OF STATE HIGHWAY 109, AT THE SANFORD MUNICIPAL
 OC2778'AIRPORT, IN AN OPEN AREA ADJACENT TO THE OLD NAVAL AIR STATION CONTROL
 OC2778'TOWER.  OWNERSHIP--TOWN OF SANFORD, AIRPORT MANAGER, 267 MAIN STREET,
 OC2778'SANFORD ME 04073, PHONE 207-324-1080.  TO REACH THE STATION FROM THE
 OC2778'JUNCTION OF STATE HIGHWAYS 4 AND 109 WHICH IS ABOUT 4.0 KM (2.50 MI)
 OC2778'SOUTHEAST OF SANFORD, GO SOUTHEAST FOR 2.3 KM (1.40 MI) ON HIGHWAY 109
 OC2778'TO A CROSSROAD, JAEGGER ROAD.  CONTINUE AHEAD FOR 0.9 KM (0.55 MI) ON
 OC2778'HIGHWAY 109 TO A REVERSE FORK RIGHT.  TURN SHARP RIGHT AND GO WEST FOR
 OC2778'0.2 KM (0.10 MI) ON THE PAVED ROAD TO A PAVED ROAD LEFT.  TURN LEFT
 OC2778'AND GO SOUTH FOR 0.1 KM (0.05 MI) ON THE PAVED ROAD TO THE TERMINAL
 OC2778'BUILDING ON THE RIGHT.  BEAR LEFT AND GO 50 METERS (164.0 FT) ACROSS
 OC2778'THE PARKING LOT TO A GATE.  PASS THROUGH GATE AND GO SOUTH FOR 0.1 KM
 OC2778'(0.05 MI) ACROSS TARMAC TO A TAXI RAMP AND TRACK ROAD ON THE LEFT.
 OC2778'BEAR LEFT AND GO SOUTHEASTERLY FOR 0.9 KM (0.55 MI) ON THE TRACK ROAD
 OC2778'TO THE EDGE OF RUNWAY 7-25.  TURN RIGHT AND GO SOUTHWEST FOR 1.2 KM
 OC2778'(0.75 MI) ALONG THE RUNWAY EDGE, CROSSING RUNWAY 14-32, TO AN OLD
 OC2778'RUNWAY CROSSING AND A TAXI RAMP ON THE RIGHT.  TURN RIGHT AND GO
 OC2778'WESTERLY FOR 0.2 KM (0.10 MI) ON THE RAMP TO A POINT JUST BEFORE
 OC2778'REACHING THE TARMAC.  TURN LEFT AND GO SOUTHWEST FOR 0.1 KM (0.05 MI)
 OC2778', TOWARD HIGH GROUND, TO THE STATION. THE STATION IS A STANDARD NGS
 OC2778'CALIBRATION BASE LINE DISK STAMPED---SBL 30---, SET INTO THE TOP OF AN
 OC2778'IRREGULAR MASS OF CONCRETE FLUSH WITH GROUND.  LOCATED 131 METERS
 OC2778'(429.8 FT) NORTHWEST FROM THE EDGE OF RUNWAY 7, 55.5 METERS (182.1 FT)
 OC2778'SOUTHWEST FROM THE EDGE OF THE RAMP WHERE IT JOINS THE TARMAC, 40.6
 OC2778'METERS (133.2 FT) SOUTH-SOUTHEAST FROM THE EAST END OF THE OLD CONTROL
 OC2778'TOWER BUILDING, 24.5 METERS (80.4 FT) SOUTHEAST FROM THE SOUTHEAST
 OC2778'CORNER OF A 3-METER SQUARE CINDERBLOCK SHED, 1.2 METERS (3.9 FT)
 OC2778'SOUTH-SOUTHEAST FROM A METAL WITNESS POST AND 0.9 METERS (3.0 FT)
 OC2778'NORTH-NORTHWEST FROM A WOODEN WITNESS POST WITH SIGN.  FAA AIRPORT
 OC2778'SURVEYS, MAINE, OCTOBER-NOVEMBER 1985.  THIS STATION SUITABLE FOR GPS
 OC2778'SURVEYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3450 ***********************************************************************
 AE3450  DESIGNATION -  SANFORD CBL 342
 AE3450  PID         -  AE3450
 AE3450  STATE/COUNTY-  ME/YORK
 AE3450  USGS QUAD   -  ALFRED (1983)
 AE3450
 AE3450                         *CURRENT SURVEY CONTROL
 AE3450  ___________________________________________________________________
 AE3450* NAD 83(1996)-  43 23 30.31773(N)    070 42 43.25002(W)     ADJUSTED  
 AE3450* NAVD 88     -        70.4    (meters)     231.     (feet)  GPS OBS   
 AE3450  ___________________________________________________________________
 AE3450  X           -   1,533,393.236 (meters)                     COMP
 AE3450  Y           -  -4,381,628.795 (meters)                     COMP
 AE3450  Z           -   4,359,260.432 (meters)                     COMP
 AE3450  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 AE3450  ELLIP HEIGHT-          43.62  (meters)          (02/19/02) GPS OBS
 AE3450  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 AE3450
 AE3450  HORZ ORDER  -  THIRD
 AE3450  ELLP ORDER  -  FOURTH    CLASS II
 AE3450
 AE3450.The horizontal coordinates were established by GPS observations
 AE3450.and adjusted by the National Geodetic Survey in September 1997..
 AE3450
 AE3450.The orthometric height was determined by GPS observations and a
 AE3450.high-resolution geoid model.
 AE3450
 AE3450.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3450
 AE3450.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3450
 AE3450.The ellipsoidal height was determined by GPS observations
 AE3450.and is referenced to NAD 83.
 AE3450
 AE3450.The geoid height was determined by GEOID03.
 AE3450
 AE3450;                    North         East     Units Scale Factor Converg.
 AE3450;SPC ME W     -    62,180.194   855,816.847   MT  0.99999067   -0 22 28.7
 AE3450;UTM  19      - 4,805,743.329   361,345.182   MT  0.99983649   -1 10 34.7
 AE3450
 AE3450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3450!SPC ME W     -   0.99999316  x   0.99999067  =   0.99998383
 AE3450!UTM  19      -   0.99999316  x   0.99983649  =   0.99982965
 AE3450
 AE3450                          SUPERSEDED SURVEY CONTROL
 AE3450
 AE3450.No superseded survey control is available for this station.
 AE3450
 AE3450_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ6134505743(NAD 83)
 AE3450_MARKER: DQ = CALIBRATION BASE LINE DISK
 AE3450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3450_MARK LOGO: NGS   
 AE3450_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE3450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3450+STABILITY: SURFACE MOTION
 AE3450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3450+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1996
 AE3450
 AE3450  HISTORY     - Date     Condition        Report By
 AE3450  HISTORY     - 1975     MONUMENTED       NGS
 AE3450  HISTORY     - 19960630 GOOD             NGS
 AE3450
 AE3450                          STATION DESCRIPTION
 AE3450
 AE3450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 AE3450'THE BASE LINE IS LOCATED ABOUT 21.7 KM (13.5 MI) SOUTHWEST OF
 AE3450'BIDDLEFORD, 16.1 KM (10 MI) NORTHWEST OF WELLS AND 6.4 KM (4.0 MI)
 AE3450'SOUTHEAST OF SANFORD ON THE SANFORD MUNICIPAL AIRPORT OFF STATE
 AE3450'HIGHWAY 109.
 AE3450' 
 AE3450'TO REACH THE BASE LINE FROM THE JUNCTION OF THE OLD HIGHWAY AND THE
 AE3450'ENTRANCE TO THE AIRPORT TERMINAL, GO NORTHWEST ON OLD HIGHWAY FOR 0.7
 AE3450'KM (0.45 MI) TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH FOR 0.5 KM
 AE3450'(0.3 MI) TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTHEASTERLY ALONG
 AE3450'ACCESS ROAD FOR 0.2 KM (0.1 MI) TO WHERE ROAD LEADS INTO AN ABANDONED
 AE3450'TAXI STRIP. TURN RIGHT AND GO WESTERLY ALONG TAXI STRIP FOR 0.7 KM
 AE3450'(0.45 MI) TO EDGE OF TAXIWAY SOUTHEAST OF OLD ABANDONED NAVY CONTROL
 AE3450'TOWER.  THE 0 METER POINT IS IN GRASSY AREA ABOUT 39.6 M (130 FT)
 AE3450'SOUTHEAST OF THE OLD CONTROL TOWER.
 AE3450' 
 AE3450'THE BASE LINE IS AN EAST-WEST LINE WITH THE 0 METER POINT ON THE WEST
 AE3450'END.  IT CONSISTS OF THE 0, 150, 342, AND 1286 METER POINTS WITH
 AE3450'POINTS FOR THE CALIBRATION OF 30 METER, 50 METER, AND 200 FOOT TAPES
 AE3450'SET EAST OF THE 0-0 POINT.  THE 0-0 METER POINT IS SET APPROXIMATELY
 AE3450'200 FEET WEST OF THE 0 METER POINT.  THE HORIZONTAL DISTANCE BETWEEN
 AE3450'THE PUNCHES ON THE 0 METER POINT AND THE 0-0 POINT IS 199.97 FT
 AE3450'(60.951 M).  ALL OF THE MARKS ARE SET ON A LINE APPROXIMATELY 500 FEET
 AE3450'NORTH AND PARALLEL TO THE CENTER LINE OF RUNWAY 7-25.  THEY RUN FROM
 AE3450'THE 0-0 AND 0 METER POINTS NEAR THE OLD CONTROL TOWER ON THE WEST SIDE
 AE3450'OF THE AIRPORT TO THE 1286 METER POINT EAST OF RUNWAY 14-32 ON THE
 AE3450'EAST SIDE OF THE AIRPORT.  ALL OF THE MARKS HAVE METAL WITNESS POSTS
 AE3450'BY THEM.
 AE3450' 
 AE3450'THE 342 METER POINT IS A STANDARD NGS DISK NOT STAMPED SET INTO THE
 AE3450'TOP OF AN IRREGULAR MASS OF CONCRETE 20 CM (8.0 IN) IN DIAMETER FLUSH
 AE3450'WITH THE GROUND LOCATED ABOUT 91.0 M (299.0 FT) E FROM THE EAST EDGE
 AE3450'OF A NORTH-SOUTH TAXIWAY AND 27.4 M (89.9 FT) ESE FROM THE WEST END OF
 AE3450'A LONG ELEVATED KNOLL.  AN ALUMINUM SLEEVE AROUND DISK PROJECTS ABOUT
 AE3450'2.5 CM (1.0 IN).
 AE3450' 
 AE3450'THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE MAINE SOCIETY
 AE3450'OF LAND SURVEYORS.  FOR FURTHER INFORMATION CONTACT RODNEY E.
 AE3450'CHADBOURNE, MIDDLE BRANCH ENGINEERING, RFD 2, BOX 14, ALFRED, ME
 AE3450'04002.  TELEPHONE (207) 324-8712.
 AE3450
 AE3450                          STATION RECOVERY (1996)
 AE3450
 AE3450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (WCW)
 AE3450'THE STATION IS LOCATED ABOUT 6.5 KM (4.05 MI) SOUTHEAST OF DOWNTOWN
 AE3450'SANFORD, 1.0 KM (0.60 MI) SOUTHWEST OF STATE HIGHWAY 109, AT THE
 AE3450'SANFORD MUNICIPAL AIRPORT AND IN THE SOUTH CENTER PART OF THE
 AE3450'TRIANGULAR AREA OF THE AIRFIELD FORMED BY RUNWAYS AND TAXIWAYS.
 AE3450'OWNERSHIP--TOWN OF SANFORD, ASST AIRPORT MANAGER RICHARD WILKINS, 267
 AE3450'MAIN STREET, SANFORD ME 04073, PHONE 207-324-9135. TO REACH THE
 AE3450'STATION FROM THE JUNCTION OF STATE HIGHWAYS 4 AND 109, WHICH IS ABOUT
 AE3450'4.0 KM (2.50 MI) SOUTHEAST OF DOWNTOWN SANFORD, GO SOUTHEAST ON
 AE3450'HIGHWAY 109 FOR 1.6 KM (1.00 MI) TO OLD ROUTE 109 WHICH ANGLES TO THE
 AE3450'RIGHT.  TURN RIGHT AND GO SOUTHEAST FOR 1.4 KM (0.85 MI) TO THE
 AE3450'AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT AND GO WEST FOR 0.1 KM
 AE3450'(0.05 MI) TO THE TERMINAL BUILDING ON THE RIGHT. TURN LEFT AND GO
 AE3450'SOUTH THROUGH A PARKING LOT FOR 50 M (164.0 FT) TO A GATE.  TURN RIGHT
 AE3450'AND GO SOUTHWEST TO PASS THROUGH THE GATE, THEN TURN RIGHT AND GO
 AE3450'NORTH FOR 0.2 KM (0.10 MI) ACROSS AN APRON TO TAXIWAY B ON LEFT.  TURN
 AE3450'LEFT AND GO WEST FOR 0.1 KM (0.05 MI) CROSSING THE APPROACH END OF
 AE3450'RUNWAY 14 TO TAXIWAY C (FORMER RUNWAY) .  TURN LEFT AND GO SOUTH ON
 AE3450'TAXIWAY C FOR 0.8 KM (0.50 MI) .  TURN LEFT AND GO EAST FOR 70 M
 AE3450'(229.7 FT) CROSSING OVER A METAL CULVERT. TURN RIGHT AND GO SOUTH FOR
 AE3450'61 M (200.1 FT) TO THE STATION ON LEFT. THE STATION IS ABOUT 154 M
 AE3450'(505.2 FT) NORTH OF RUNWAY 7-25 CENTER, 62.5 M (205.1 FT)
 AE3450'SOUTH-SOUTHEAST OF THE SOUTH END OF A 30 INCH CORRUGATED METAL PIPE
 AE3450'(CMP) CULVERT, 34 M (111.5 FT) EAST OF THE EAST EDGE OF A 5 M (16.4
 AE3450'FT) WIDE DITCH, AND 1.3 M (4.3 FT) SOUTH OF A METAL WITNESS POST.  THE
 AE3450'STATION IS WITHIN A NGS EDMI CALIBRATION BASELINE LOGO CAP.  THE
 AE3450'STATION IS THE SIXTH STATION FROM THE WEST OF A CALIBRATION BASELINE.
 AE3450'WCW-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3448 ***********************************************************************
 AE3448  DESIGNATION -  SANFORD CBL 50
 AE3448  PID         -  AE3448
 AE3448  STATE/COUNTY-  ME/YORK
 AE3448  USGS QUAD   -  ALFRED (1983)
 AE3448
 AE3448                         *CURRENT SURVEY CONTROL
 AE3448  ___________________________________________________________________
 AE3448* NAD 83(1996)-  43 23 24.31746(N)    070 42 56.60425(W)     ADJUSTED  
 AE3448* NAVD 88     -        71.3    (meters)     234.     (feet)  GPS OBS   
 AE3448  ___________________________________________________________________
 AE3448  X           -   1,533,151.807 (meters)                     COMP
 AE3448  Y           -  -4,381,848.829 (meters)                     COMP
 AE3448  Z           -   4,359,126.561 (meters)                     COMP
 AE3448  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 AE3448  ELLIP HEIGHT-          44.63  (meters)          (02/19/02) GPS OBS
 AE3448  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 AE3448
 AE3448  HORZ ORDER  -  THIRD
 AE3448  ELLP ORDER  -  FOURTH    CLASS II
 AE3448
 AE3448.The horizontal coordinates were established by GPS observations
 AE3448.and adjusted by the National Geodetic Survey in September 1997..
 AE3448
 AE3448.The orthometric height was determined by GPS observations and a
 AE3448.high-resolution geoid model.
 AE3448
 AE3448.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3448
 AE3448.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3448
 AE3448.The ellipsoidal height was determined by GPS observations
 AE3448.and is referenced to NAD 83.
 AE3448
 AE3448.The geoid height was determined by GEOID03.
 AE3448
 AE3448;                    North         East     Units Scale Factor Converg.
 AE3448;SPC ME W     -    61,996.996   855,515.089   MT  0.99999100   -0 22 37.9
 AE3448;UTM  19      - 4,805,564.398   361,040.937   MT  0.99983753   -1 10 43.8
 AE3448
 AE3448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3448!SPC ME W     -   0.99999300  x   0.99999100  =   0.99998400
 AE3448!UTM  19      -   0.99999300  x   0.99983753  =   0.99983053
 AE3448
 AE3448                          SUPERSEDED SURVEY CONTROL
 AE3448
 AE3448  ELLIP H (09/29/97)   44.60   (m)                       GP(       ) 4 2
 AE3448
 AE3448.Superseded values are not recommended for survey control.
 AE3448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3448.See file dsdata.txt to determine how the superseded data were derived.
 AE3448
 AE3448_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ6104105564(NAD 83)
 AE3448_MARKER: DQ = CALIBRATION BASE LINE DISK
 AE3448_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AE3448_MARK LOGO: NGS   
 AE3448_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE3448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3448+STABILITY: SURFACE MOTION
 AE3448_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3448+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1996
 AE3448
 AE3448  HISTORY     - Date     Condition        Report By
 AE3448  HISTORY     - UNK      MONUMENTED       NGS
 AE3448  HISTORY     - 19960630 GOOD             NGS
 AE3448
 AE3448                          STATION DESCRIPTION
 AE3448
 AE3448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (WCW)
 AE3448'THE STATION IS LOCATED ABOUT 6.5 KM (4.05 MI) SOUTHEAST OF SANFORD,
 AE3448'1.0 KM (0.60 MI) SOUTHWEST OF STATE HIGHWAY 109, AT THE SANFORD
 AE3448'MUNICIPAL AIRPORT AND IN AN OPEN AREA SOUTH OF THE FORMER NAVAL AIR
 AE3448'STATION CONTROL TOWER.  OWNERSHIP--TOWN OF SANFORD, ASST AIRPORT
 AE3448'MANAGER RICHARD WILKINS, 267 MAIN STREET, SANFORD ME 04073, PHONE
 AE3448'207-324-9135. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 AE3448'4 AND 109, WHICH IS ABOUT 4.0 KM (2.50 MI) SOUTHEAST OF DOWNTOWN
 AE3448'SANFORD, GO SOUTHEAST ON HIGHWAY 109 FOR 1.6 KM (1.00 MI) TO OLD ROUTE
 AE3448'109 WHICH ANGLES TO THE RIGHT.  TURN RIGHT AND GO SOUTHEAST FOR 1.4 KM
 AE3448'(0.85 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT AND GO
 AE3448'WEST FOR 0.1 KM (0.05 MI) TO THE TERMINAL BUILDING ON THE RIGHT. TURN
 AE3448'LEFT AND GO SOUTH THROUGH A PARKING LOT FOR 50 M (164.0 FT) TO A GATE.
 AE3448'TURN RIGHT AND GO SOUTHWEST TO PASS THROUGH THE GATE, THEN TURN RIGHT
 AE3448'AND GO NORTH FOR 0.2 KM (0.10 MI) ACROSS AN APRON TO TAXIWAY B ON
 AE3448'LEFT.  TURN LEFT AND GO WEST FOR 0.1 KM (0.05 MI) CROSSING THE
 AE3448'APPROACH END OF RUNWAY 14 TO TAXIWAY C (FORMER RUNWAY) .  TURN LEFT
 AE3448'AND GO SOUTH FOR 1.1 KM (0.70 MI) INTO THE SAFETY AREA OF RUNWAY 7-25
 AE3448'AND A TAXIWAY RIGHT.  TURN SHARP RIGHT AND GO NORTHWEST FOR 122 M
 AE3448'(400.3 FT) TO THE STATION ON THE LEFT. THE STATION IS ABOUT 154 M
 AE3448'(505.2 FT) NORTH OF RUNWAY 7-25 CENTER, 35.3 M (115.8 FT)
 AE3448'SOUTH-SOUTHEAST OF THE EAST CORNER OF THE SOUTH FACE OF THE FORMER
 AE3448'TOWER, 20.0 M (65.6 FT) EAST OF STATION SBL 30, AND 0.76 M (2.49 FT)
 AE3448'SOUTH OF A METAL WITNESS POST.  THE STATION IS THE THIRD STATION FROM
 AE3448'THE WEST END IN A CALIBRATION BASELINE.  THE STATION DOES NOT HAVE A
 AE3448'LOGO CAP.  WCW-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2534 ***********************************************************************
 OC2534  DESIGNATION -  SANFORD MILLS ROUND STACK
 OC2534  PID         -  OC2534
 OC2534  STATE/COUNTY-  ME/YORK
 OC2534  USGS QUAD   -  SANFORD (1983)
 OC2534
 OC2534                         *CURRENT SURVEY CONTROL
 OC2534  ___________________________________________________________________
 OC2534* NAD 83(1996)-  43 26 23.96154(N)    070 46 20.09966(W)     ADJUSTED  
 OC2534* NAVD 88     -                                                        
 OC2534  ___________________________________________________________________
 OC2534  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 OC2534  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 OC2534
 OC2534  HORZ ORDER  -  THIRD
 OC2534
 OC2534.The horizontal coordinates were established by classical geodetic methods
 OC2534.and adjusted by the National Geodetic Survey in March 1998..
 OC2534
 OC2534
 OC2534.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2534
 OC2534.The geoid height was determined by GEOID03.
 OC2534
 OC2534;                    North         East     Units Scale Factor Converg.
 OC2534;SPC ME W     -    67,572.588   850,975.541   MT  0.99999622   -0 24 59.1
 OC2534;UTM  19      - 4,811,202.149   356,580.539   MT  0.99985302   -1 13 07.7
 OC2534
 OC2534                          SUPERSEDED SURVEY CONTROL
 OC2534
 OC2534  NAD 83(1992)-  43 26 23.95956(N)    070 46 20.10143(W) AD(       ) 4
 OC2534  NAD 83(1986)-  43 26 23.96692(N)    070 46 20.10771(W) AD(       ) 4
 OC2534  NAD 27      -  43 26 23.67856(N)    070 46 21.89309(W) AD(       ) 3
 OC2534
 OC2534.Superseded values are not recommended for survey control.
 OC2534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2534.See file dsdata.txt to determine how the superseded data were derived.
 OC2534
 OC2534_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ5658111202(NAD 83)
 OC2534_MARKER: 63 = STACK
 OC2534
 OC2534  HISTORY     - Date     Condition        Report By
 OC2534  HISTORY     - 1976     FIRST OBSERVED   NGS
 OC2534
 OC2534                          STATION DESCRIPTION
 OC2534
 OC2534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2534'THE STATION IS THE ROUND STACK OF TWO STACKS LOCATED
 OC2534'AT THE SANFORD MILLS IN DOWNTOWN SANFORD.  THE POINT
 OC2534'INTERSECTED WAS THE TOP DEAD CENTER OF THE APPROXIMATELY
 OC2534'120 FOOT HIGH RED BRICK STACK WITH A ROUND TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2529 ***********************************************************************
 OC2529  DESIGNATION -  SANFORD MUN TANK
 OC2529  PID         -  OC2529
 OC2529  STATE/COUNTY-  ME/YORK
 OC2529  USGS QUAD   -  SANFORD (1983)
 OC2529
 OC2529                         *CURRENT SURVEY CONTROL
 OC2529  ___________________________________________________________________
 OC2529* NAD 83(1996)-  43 27 19.81496(N)    070 45 20.32047(W)     ADJUSTED  
 OC2529* NAVD 88     -                                                        
 OC2529  ___________________________________________________________________
 OC2529  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 OC2529  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 OC2529
 OC2529  HORZ ORDER  -  THIRD
 OC2529
 OC2529.The horizontal coordinates were established by classical geodetic methods
 OC2529.and adjusted by the National Geodetic Survey in March 1998..
 OC2529
 OC2529
 OC2529.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2529
 OC2529.The geoid height was determined by GEOID03.
 OC2529
 OC2529;                    North         East     Units Scale Factor Converg.
 OC2529;SPC ME W     -    69,286.621   852,331.999   MT  0.99999461   -0 24 18.4
 OC2529;UTM  19      - 4,812,896.770   357,960.671   MT  0.99984817   -1 12 27.8
 OC2529
 OC2529                          SUPERSEDED SURVEY CONTROL
 OC2529
 OC2529  NAD 83(1992)-  43 27 19.81324(N)    070 45 20.32210(W) AD(       ) 4
 OC2529  NAD 83(1986)-  43 27 19.81995(N)    070 45 20.32872(W) AD(       ) 4
 OC2529  NAD 27      -  43 27 19.52679(N)    070 45 22.11877(W) AD(       ) 3
 OC2529
 OC2529.Superseded values are not recommended for survey control.
 OC2529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2529.See file dsdata.txt to determine how the superseded data were derived.
 OC2529
 OC2529_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ5796112897(NAD 83)
 OC2529
 OC2529  HISTORY     - Date     Condition        Report By
 OC2529  HISTORY     - 1975     MONUMENTED       NGS
 OC2529
 OC2529                          STATION DESCRIPTION
 OC2529
 OC2529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 OC2529'THE STATION, SANFORD MUNICIPAL TANK, IS THE TOP-CENTER OF THE
 OC2529'100 FOOT TALL, 60 FOOT DIAMETER, STANDPIPE.  LOCATED IN THE
 OC2529'TOWN OF SANFORD AT THE END OF A RESIDENTIAL STREET 0.3 MILES
 OC2529'FROM GRAMMAR ROAD, 0.6 MILES FROM THE INTERSECTION OF ROUTE 202
 OC2529'AND GRAMMAR ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2526 ***********************************************************************
 OC2526  DESIGNATION -  SANFORD TV STA WMEG MAST
 OC2526  PID         -  OC2526
 OC2526  STATE/COUNTY-  ME/YORK
 OC2526  USGS QUAD   -  SANFORD (1983)
 OC2526
 OC2526                         *CURRENT SURVEY CONTROL
 OC2526  ___________________________________________________________________
 OC2526* NAD 83(1996)-  43 25 00.25648(N)    070 48 14.64626(W)     ADJUSTED  
 OC2526* NAVD 88     -                                                        
 OC2526  ___________________________________________________________________
 OC2526  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 OC2526  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 OC2526
 OC2526  HORZ ORDER  -  THIRD
 OC2526
 OC2526.The horizontal coordinates were established by classical geodetic methods
 OC2526.and adjusted by the National Geodetic Survey in March 1998..
 OC2526
 OC2526
 OC2526.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2526
 OC2526.The geoid height was determined by GEOID03.
 OC2526
 OC2526;                    North         East     Units Scale Factor Converg.
 OC2526;SPC ME W     -    65,008.621   848,379.940   MT  0.99999943   -0 26 17.1
 OC2526;UTM  19      - 4,808,675.129   353,949.663   MT  0.99986239   -1 14 24.6
 OC2526
 OC2526                          SUPERSEDED SURVEY CONTROL
 OC2526
 OC2526  NAD 83(1992)-  43 25 00.25466(N)    070 48 14.64785(W) AD(       ) 4
 OC2526  NAD 83(1986)-  43 25 00.26132(N)    070 48 14.65460(W) AD(       ) 4
 OC2526  NAD 27      -  43 24 59.95526(N)    070 48 16.44788(W) AD(       ) 3
 OC2526
 OC2526.Superseded values are not recommended for survey control.
 OC2526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2526.See file dsdata.txt to determine how the superseded data were derived.
 OC2526
 OC2526_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ5395008675(NAD 83)
 OC2526_MARKER: 42 = RADIO/TV MAST
 OC2526
 OC2526  HISTORY     - Date     Condition        Report By
 OC2526  HISTORY     - 1975     FIRST OBSERVED   NGS
 OC2526
 OC2526                          STATION DESCRIPTION
 OC2526
 OC2526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 OC2526'THE STATION, SANFORD WMEG TELEVISION MAST, IS THE TOP-CENTER OF
 OC2526'THE 553 FOOT, 3 LEGGED, TUBULAR, STEEL MAST.  LOCATED IN TOWN OF
 OC2526'SANFORD ON TOP OF MOUNT HOPE 0.25 MILES SOUTH OF MOUNT HOPE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0999 ***********************************************************************
 QG0999  DESIGNATION -  SANGER
 QG0999  PID         -  QG0999
 QG0999  STATE/COUNTY-  ME/PISCATAQUIS
 QG0999  USGS QUAD   -  SANGERVILLE (1984)
 QG0999
 QG0999                         *CURRENT SURVEY CONTROL
 QG0999  ___________________________________________________________________
 QG0999* NAD 83(1996)-  45 09 44.96138(N)    069 20 15.85196(W)     ADJUSTED  
 QG0999* NAVD 88     -       210.159  (meters)     689.50   (feet)  ADJUSTED  
 QG0999  ___________________________________________________________________
 QG0999  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 QG0999  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 QG0999  DYNAMIC HT  -         210.153 (meters)     689.48  (feet)  COMP
 QG0999  MODELED GRAV-     980,584.6   (mgal)                       NAVD 88
 QG0999
 QG0999  HORZ ORDER  -  FIRST
 QG0999  VERT ORDER  -  FIRST     CLASS II
 QG0999
 QG0999.The horizontal coordinates were established by classical geodetic methods
 QG0999.and adjusted by the National Geodetic Survey in March 1998..
 QG0999
 QG0999.The orthometric height was determined by differential leveling
 QG0999.and adjusted by the National Geodetic Survey in June 1991..
 QG0999
 QG0999.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG0999
 QG0999.The geoid height was determined by GEOID03.
 QG0999
 QG0999.The dynamic height is computed by dividing the NAVD 88
 QG0999.geopotential number by the normal gravity value computed on the
 QG0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0999.degrees latitude (g = 980.6199 gals.).
 QG0999
 QG0999.The modeled gravity was interpolated from observed gravity values.
 QG0999
 QG0999;                    North         East     Units Scale Factor Converg.
 QG0999;SPC ME E     -   166,541.125   234,140.674   MT  0.99995332   -0 35 38.6
 QG0999;SPC ME W     -   259,123.343   965,171.329   MT  1.00001887   +0 35 16.2
 QG0999;UTM  19      - 5,001,056.632   473,456.530   MT  0.99960866   -0 14 22.2
 QG0999
 QG0999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG0999!SPC ME E     -   0.99997097  x   0.99995332  =   0.99992429
 QG0999!SPC ME W     -   0.99997097  x   1.00001887  =   0.99998984
 QG0999!UTM  19      -   0.99997097  x   0.99960866  =   0.99957964
 QG0999
 QG0999|---------------------------------------------------------------------|
 QG0999| PID    Reference Object                     Distance      Geod. Az  |
 QG0999|                                                           dddmmss.s |
 QG0999| QG0998 SANGER RM 1                          10.098 METERS 13753     |
 QG0999| DA4557 SANGER RM 3 AZIMUTH                                1723640.5 |
 QG0999| QG1000 SANGER RM 2                          13.465 METERS 23808     |
 QG0999| DA4556 SANGER AZ MK                                       2803658.0 |
 QG0999|---------------------------------------------------------------------|
 QG0999
 QG0999                          SUPERSEDED SURVEY CONTROL
 QG0999
 QG0999  NAD 83(1992)-  45 09 44.95893(N)    069 20 15.84742(W) AD(       ) 1
 QG0999  NAD 83(1986)-  45 09 44.96329(N)    069 20 15.85458(W) AD(       ) 1
 QG0999  NAD 27      -  45 09 44.77400(N)    069 20 17.68900(W) AD(       ) 1
 QG0999  NGVD 29 (07/19/86)  210.34   (m)          690.1    (f) LEVELING    3  
 QG0999
 QG0999.Superseded values are not recommended for survey control.
 QG0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0999.See file dsdata.txt to determine how the superseded data were derived.
 QG0999
 QG0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL7345701057(NAD 83)
 QG0999_MARKER: DS = TRIANGULATION STATION DISK
 QG0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0999_SP_SET: CONCRETE POST
 QG0999_STAMPING: SANGER 1941
 QG0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0999+STABILITY: SURFACE MOTION
 QG0999
 QG0999  HISTORY     - Date     Condition        Report By
 QG0999  HISTORY     - 1941     MONUMENTED       CGS
 QG0999  HISTORY     - 1975     GOOD             NGS
 QG0999  HISTORY     - 1978     GOOD             NGS
 QG0999
 QG0999                          STATION DESCRIPTION
 QG0999
 QG0999'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 QG0999'STATION IS LOCATED ON THE TOP OF WHAT IS LOCALLY KNOWN AS DOUTY
 QG0999'HILL, ON LAND OWNED BY FRED DOUTY.  IT IS ABOUT 5 MILES W OF
 QG0999'DOVER-FOXCROFT BY AIR LINE, 1 MILE E OF SANGERVILLE, AND 9 MILES
 QG0999'N OF DEXTER.  IT IS ABOUT 200 YARDS W OF THE OLD DOUTY HOME, NOW
 QG0999'UNOCCUPIED, 75 YARDS S OF THE DOVER-SANGERVILLE MACADAM ROAD, AND
 QG0999'12 FEET NORTH OF AN OLD LOG FENCE.  THE MONUMENT PROTRUDES ABOUT
 QG0999'4 INCHES ABOVE GROUND.
 QG0999'
 QG0999'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 QG0999'IN CONCRETE.
 QG0999'
 QG0999'REFERENCE MARK NO.1 AND THE AZIMUTH MARK ARE STANDARD DISKS
 QG0999'WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.
 QG0999'
 QG0999'REFERENCE MARK NO.1 IS LEVEL WITH THE GROUND SURFACE, 8 FEET S OF
 QG0999'THE LOG FENCE, AND ABOUT SE OF THE STATION.
 QG0999'
 QG0999'REFERENCE MARK NO.2, A STANDARD DISK, IS IN A LARGE BOULDER
 QG0999'IN THE OLD LOG FENCE ROW, ABOUT 2 FEET LOWER AND SW OF THE
 QG0999'STATION.
 QG0999'
 QG0999'THE AZIMUTH MARK IS IN A SMALL OUTCROP LEVEL WITH THE GROUND
 QG0999'SURFACE, 0.55 MILE BY SPEEDOMETER W OF THE STATION, IN PASTURE
 QG0999'LAND, 30 FEET S OF THE CENTER OF THE MACADAM ROAD, ABOUT OPPOSITE
 QG0999'THE W FACE OF A SMALL-YELLOW SHINGLE HOUSE, AND ABOUT 0.1 MILE E
 QG0999'OF A LARGE WHITE HOUSE WHICH IS ON THE S SIDE OF THE ROAD.
 QG0999'
 QG0999'STATION IS REACHED FROM THE MAIN STREET INTERSECTION IN
 QG0999'DOVER-FOXCROFT, WHICH IS JUST S OF THE RIVER BRIDGE, BY GOING
 QG0999'SOUTHERLY ON STATE HIGHWAY 7 FOR 0.2 MILE TO A MACADAM ROAD TO
 QG0999'THE RIGHT (THE DOVER-SANGERVILLE ROAD) THENCE RIGHT ON THIS
 QG0999'ROAD AND FOLLOW IT WESTERLY FOR 5.5 MILES TO THE TOP OF THE
 QG0999'DOUTY HILL AND THE STATION ABOUT 200 FEET S OF THE ROAD.
 QG0999'
 QG0999'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 QG0999
 QG0999                          STATION RECOVERY (1975)
 QG0999
 QG0999'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 QG0999'THE STATION MARK, AZIMUTH MARK, REFERENCE MARKS NUMBER 1 AND 2
 QG0999'WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK IS NO LONGER
 QG0999'VISIBLE FROM THE STATION.  REFERENCE MARK NUMBER 3 WAS ESTABLISHED
 QG0999'AT THIS TIME AND USED FOR AN AZIMUTH MARK.
 QG0999'
 QG0999'A COMPLETE DESCRIPTION FOLLOWS--
 QG0999'
 QG0999'THE STATION IS LOCATED ON TOP OF DOUTY HILL, APPROXIMATELY 3/4
 QG0999'MILE SOUTH OF THE PISCATAQUIS RIVER, 1 MILE EAST OF SANGERVILLE,
 QG0999'2-1/2 MILES EAST OF GUILFORD, 5-1/2 MILES WEST-SOUTHWEST OF
 QG0999'DOVER-FOXCROFT AND ON PROPERTY OWNED BY MR. KEITH PAGE.
 QG0999'
 QG0999'TO REACH THE STATION FROM THE POST OFFICE IN SANGERVILLE, GO
 QG0999'NORTH ON STATE HIGHWAY 23 FOR ABOUT 200 FEET TO A CROSSROADS,
 QG0999'TURN RIGHT AND GO EAST ON A PAVED ROAD FOR 1.2 MILES TO A DRIVEWAY
 QG0999'ON THE RIGHT, TURN RIGHT AND GO SOUTH ON THE DRIVEWAY FOR ABOUT
 QG0999'200 FEET TO THE HOME OF MR KEITH PAGE.  TURN RIGHT CROSSING A
 QG0999'CULTIVATED FIELD FOR 0.3 MILE TO THE TOP OF THE HILL AND THE
 QG0999'STATION AS DESCRIBED.
 QG0999'
 QG0999'THE STATION MARK IS A STANDARD DISK STAMPED SANGER 1941, SET
 QG0999'IN TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 3-INCHES
 QG0999'ABOVE THE GROUND SURFACE.  IT IS 12
 QG0999'FEET NORTHEAST OF A 4-INCH TRIANGULAR BLAZED PINE TREE, 16.7 FEET
 QG0999'NORTH OF A STONE WALL FENCE AND WITNESS POST AND 24 FEET NORTH
 QG0999'OF THE NORTH EDGE OF A CULTIVATED FIELD.
 QG0999'
 QG0999'REFERENCE MARK 1 IS A STANDARD DISK STAMPED SANGER NO 1 1941,
 QG0999'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH WITH
 QG0999'THE GROUND SURFACE.  IT IS 12.0 FEET
 QG0999'SOUTH OF THE ROCK FENCE LINE, 18.5 FEET SOUTHEAST OF THE WITNESS
 QG0999'POST AND 30.5 FEET SOUTHEAST OF THE 4-INCH TRIANGULAR BLAZED
 QG0999'PINE TREE.
 QG0999'
 QG0999'REFERENCE MARK 2 IS A STANDARD DISK STAMPED SANGER NO 2 1941,
 QG0999'CEMENTED IN A DRILL HOLE IN THE TOP OF A 3 X 4 FOOT BOULDER THAT
 QG0999'PROJECTS 1-1/2 FEET ABOVE THE GROUND SURFACE.
 QG0999'IT IS 2.0 FEET NORTH OF THE ROCK FENCE LINE, 35.0
 QG0999'FEET WEST-SOUTHWEST OF THE 4-INCH TRIANGULAR BLAZED PINE TREE AND
 QG0999'43.8 FEET WEST OF THE WITNESS POST.
 QG0999'
 QG0999'REFERENCE MARK 3 IS A STANDARD DISK STAMPED SANGER NO 3 1941 1975,
 QG0999'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH
 QG0999'WITH THE GROUND SURFACE.  IT IS 7.0
 QG0999'FEET NORTH OF A WITNESS POST, 10.0 NORTH OF A FENCE LINE, 17.0
 QG0999'FEET SOUTH OF THE APPROXIMATE CENTER OF THE MACADAM ROAD, 38.5
 QG0999'FEET SOUTH OF A POWER-LINE POLE NUMBER 13.1 AND 50.0 FEET EAST
 QG0999'OF A POWER-LINE POLE NUMBER 13.
 QG0999'
 QG0999'TO REACH REFERENCE MARK NUMBER 3 FROM THE POST OFFICE IN
 QG0999'SPRANGERVILLE, GO SOUTH ON STATE HIGHWAY 23 FOR 1.2 MILES TO A
 QG0999'PAVED ROAD LEFT, TURN LEFT AND GO EAST ON THE PAVED ROAD FOR
 QG0999'0.5 MILE TO A GRAVELED ROAD RIGHT, CONTINUE EAST ON THE PAVED
 QG0999'ROAD FOR 0.1 MILE TO THE REFERENCE MARK NUMBER 3 ON THE RIGHT
 QG0999'AS DESCRIBED ABOVE.
 QG0999'
 QG0999'HEIGHT OF LIGHT ABOVE STATION MARK 74 FEET.
 QG0999'
 QG0999'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QG0999'SANGERVILLE.
 QG0999
 QG0999                          STATION RECOVERY (1978)
 QG0999
 QG0999'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0999'1.65 MI EAST FROM SANGERVILLE.
 QG0999'0.45 MILE SOUTH ALONG STATE HIGHWAY 23 FROM ITS JUNCTION WITH STATE
 QG0999'HIGHWAY 16 ON THE NORTH SIDE OF SANGERVILLE, THENCE 1.05 MILES EAST
 QG0999'ALONG A PAVED ROAD, THENCE 0.05 MILE SOUTH FROM THE T JUNCTION OF THE
 QG0999'ROAD AND A PAVED DRIVE LEADING SOUTHWEST TO A ONE STORY WOOD FRAME
 QG0999'HOUSE OWNED BY MARIAM STOREY, THENCE 0.1 MILE WEST ALONG THE NORTH
 QG0999'SIDE OF A FIELD TO THE TOP OF A KNOLL, 332 FT WEST OF THE SOUTHWEST
 QG0999'CORNER OF THE HOUSE, 24 FT NORTH OF THE NORTH EDGE OF THE FIELD, 12 FT
 QG0999'NORTHEAST OF A 4 INCH TRIANGULAR BLAZED PINE TREE, 17 FT NORTH OF AN
 QG0999'EAST-WEST FENCE LINE, 33.1 FT NORTHWEST OF SANGER RM 1, 44.2 FT NORTH
 QG0999'EAST OF SANGER RM 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0998 ***********************************************************************
 QG0998  DESIGNATION -  SANGER RM 1
 QG0998  PID         -  QG0998
 QG0998  STATE/COUNTY-  ME/PISCATAQUIS
 QG0998  USGS QUAD   -  SANGERVILLE (1984)
 QG0998
 QG0998                         *CURRENT SURVEY CONTROL
 QG0998  ___________________________________________________________________
 QG0998* NAD 83(1986)-  45 09 45.     (N)    069 20 16.     (W)     SCALED    
 QG0998* NAVD 88     -       209.799  (meters)     688.32   (feet)  ADJUSTED  
 QG0998  ___________________________________________________________________
 QG0998  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 QG0998  DYNAMIC HT  -         209.793 (meters)     688.30  (feet)  COMP
 QG0998  MODELED GRAV-     980,584.7   (mgal)                       NAVD 88
 QG0998
 QG0998  VERT ORDER  -  FIRST     CLASS II
 QG0998
 QG0998.The horizontal coordinates were scaled from a topographic map and have
 QG0998.an estimated accuracy of +/- 6 seconds.
 QG0998
 QG0998.The orthometric height was determined by differential leveling
 QG0998.and adjusted by the National Geodetic Survey in June 1991..
 QG0998
 QG0998.The geoid height was determined by GEOID03.
 QG0998
 QG0998.The dynamic height is computed by dividing the NAVD 88
 QG0998.geopotential number by the normal gravity value computed on the
 QG0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0998.degrees latitude (g = 980.6199 gals.).
 QG0998
 QG0998.The modeled gravity was interpolated from observed gravity values.
 QG0998
 QG0998;                    North         East    Units  Estimated Accuracy
 QG0998;SPC ME E     -   166,540.      234,140.      MT  (+/- 180 meters Scaled)
 QG0998
 QG0998                          SUPERSEDED SURVEY CONTROL
 QG0998
 QG0998.No superseded survey control is available for this station.
 QG0998
 QG0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL734010(NAD 83)
 QG0998_MARKER: DR = REFERENCE MARK DISK
 QG0998_SETTING: 66 = SET IN ROCK OUTCROP
 QG0998_SP_SET: ROCK OUTCROP
 QG0998_STAMPING: SANGER NO 1 1941
 QG0998_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG0998+STABILITY: POSITION/ELEVATION WELL
 QG0998
 QG0998  HISTORY     - Date     Condition        Report By
 QG0998  HISTORY     - 1941     MONUMENTED       CGS
 QG0998  HISTORY     - 1978     GOOD             NGS
 QG0998
 QG0998                          STATION DESCRIPTION
 QG0998
 QG0998'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG0998'1.65 MI EAST FROM SANGERVILLE.
 QG0998'0.45 MILE SOUTH ALONG STATE HIGHWAY 23 FROM ITS JUNCTION WITH STATE
 QG0998'HIGHWAY 16 ON THE NORTH SIDE OF SANGERVILLE, THENCE 1.05 MILES
 QG0998'EAST ALONG A PAVED ROAD, THENCE 0.05 MILE SOUTH FROM THE T JUNCTION
 QG0998'OF THE ROAD AND A PAVED DRIVE LEADING SOUTHWEST TO A ONE STORY WOOD
 QG0998'FRAME HOUSE OWNED BY MARIAM STOREY, THENCE 0.1 MILE WEST ALONG THE
 QG0998'NORTH SIDE OF A FIELD TO THE TOP OF A KNOLL, 314 FT WEST OF THE
 QG0998'SOUTHWEST CORNER OF THE HOUSE, 8 FT SOUTH OF AN EAST-WEST FENCE
 QG0998'LINE, 33.1 FT SOUTHEAST OF TRIANGULATION STATION SANGER, 52 FT
 QG0998'EAST OF SANGER RM 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1000 ***********************************************************************
 QG1000  DESIGNATION -  SANGER RM 2
 QG1000  PID         -  QG1000
 QG1000  STATE/COUNTY-  ME/PISCATAQUIS
 QG1000  USGS QUAD   -  SANGERVILLE (1984)
 QG1000
 QG1000                         *CURRENT SURVEY CONTROL
 QG1000  ___________________________________________________________________
 QG1000* NAD 83(1986)-  45 09 45.     (N)    069 20 16.     (W)     SCALED    
 QG1000* NAVD 88     -       209.239  (meters)     686.48   (feet)  ADJUSTED  
 QG1000  ___________________________________________________________________
 QG1000  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 QG1000  DYNAMIC HT  -         209.233 (meters)     686.46  (feet)  COMP
 QG1000  MODELED GRAV-     980,584.7   (mgal)                       NAVD 88
 QG1000
 QG1000  VERT ORDER  -  FIRST     CLASS II
 QG1000
 QG1000.The horizontal coordinates were scaled from a topographic map and have
 QG1000.an estimated accuracy of +/- 6 seconds.
 QG1000
 QG1000.The orthometric height was determined by differential leveling
 QG1000.and adjusted by the National Geodetic Survey in June 1991..
 QG1000
 QG1000.The geoid height was determined by GEOID03.
 QG1000
 QG1000.The dynamic height is computed by dividing the NAVD 88
 QG1000.geopotential number by the normal gravity value computed on the
 QG1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1000.degrees latitude (g = 980.6199 gals.).
 QG1000
 QG1000.The modeled gravity was interpolated from observed gravity values.
 QG1000
 QG1000;                    North         East    Units  Estimated Accuracy
 QG1000;SPC ME E     -   166,540.      234,140.      MT  (+/- 180 meters Scaled)
 QG1000
 QG1000                          SUPERSEDED SURVEY CONTROL
 QG1000
 QG1000.No superseded survey control is available for this station.
 QG1000
 QG1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL734010(NAD 83)
 QG1000_MARKER: DR = REFERENCE MARK DISK
 QG1000_SETTING: 80 = SET IN A BOULDER
 QG1000_SP_SET: BOULDER
 QG1000_STAMPING: SANGER NO 2 1941
 QG1000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG1000+STABILITY: SURFACE MOTION
 QG1000
 QG1000  HISTORY     - Date     Condition        Report By
 QG1000  HISTORY     - 1941     MONUMENTED       CGS
 QG1000  HISTORY     - 1978     GOOD             NGS
 QG1000
 QG1000                          STATION DESCRIPTION
 QG1000
 QG1000'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1000'1.65 MI EAST FROM SANGERVILLE.
 QG1000'0.45 MILE SOUTH ALONG STATE HIGHWAY 23 FROM ITS JUNCTION WITH STATE
 QG1000'HIGHWAY 16 ON THE NORTH SIDE OF SANGERVILLE, THENCE 1.05 MILES EAST
 QG1000'ALONG A PAVED ROAD, THENCE 0.05 MILE SOUTH FROM THE T JUNCTION OF
 QG1000'THE ROAD AND A PAVED DRIVE LEADING SOUTHWEST TO A ONE STORY WOOD FRAME
 QG1000'HOUSE OWNED BY MARIAM STORY, THENCE 0.1 MILE WEST ALONG THE NORTH
 QG1000'SIDE OF A FIELD TO THE TOP OF A KNOLL, 52 FT WEST OF SANGER RM 1, 44.2
 QG1000'FT SOUTHWEST OF TRIANGULATION STATION SANGER, 3 FT NORTH OF AN EAST-
 QG1000'WEST FENCE LINE, 35 FT WEST-SOUTHWEST OF A 4 INCH TRIANGULAR BLAZED
 QG1000'PINE TREE, SET IN TOP OF A 3 FT BY 4 FT BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1979 ***********************************************************************
 PE1979  DESIGNATION -  SARGENT
 PE1979  PID         -  PE1979
 PE1979  STATE/COUNTY-  ME/HANCOCK
 PE1979  USGS QUAD   -  SARGENTVILLE (1981)
 PE1979
 PE1979                         *CURRENT SURVEY CONTROL
 PE1979  ___________________________________________________________________
 PE1979* NAD 83(1996)-  44 18 40.40202(N)    068 38 17.85354(W)     ADJUSTED  
 PE1979* NAVD 88     -       123.     (meters)     404.     (feet)  SCALED    
 PE1979  ___________________________________________________________________
 PE1979  LAPLACE CORR-           3.24  (seconds)                    DEFLEC99
 PE1979  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 PE1979
 PE1979  HORZ ORDER  -  SECOND
 PE1979
 PE1979.The horizontal coordinates were established by classical geodetic methods
 PE1979.and adjusted by the National Geodetic Survey in March 1998..
 PE1979
 PE1979.The orthometric height was scaled from a topographic map.
 PE1979
 PE1979.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1979
 PE1979.The geoid height was determined by GEOID03.
 PE1979
 PE1979;                    North         East     Units Scale Factor Converg.
 PE1979;SPC ME E     -    71,620.076   288,967.321   MT  0.99990150   -0 05 47.8
 PE1979;UTM  19      - 4,906,504.224   528,847.552   MT  0.99961023   +0 15 09.6
 PE1979
 PE1979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1979!SPC ME E     -   0.99998463  x   0.99990150  =   0.99988613
 PE1979!UTM  19      -   0.99998463  x   0.99961023  =   0.99959487
 PE1979
 PE1979|---------------------------------------------------------------------|
 PE1979| PID    Reference Object                     Distance      Geod. Az  |
 PE1979|                                                           dddmmss.s |
 PE1979| CE8683 SARGENT RM 1                         13.718 METERS 05933     |
 PE1979| PE1973 CARTER                              APPROX.11.1 KM 0661825.5 |
 PE1979| PE1964 BROOKLIN CHURCH SPIRE               APPROX. 7.4 KM 1312200.1 |
 PE1979| PE1965 TORRYS CASTLE BEACON                APPROX. 7.2 KM 1562755.7 |
 PE1979| CE8684 SARGENT RM 2                         12.111 METERS 34815     |
 PE1979|---------------------------------------------------------------------|
 PE1979
 PE1979                          SUPERSEDED SURVEY CONTROL
 PE1979
 PE1979  NAD 83(1992)-  44 18 40.40579(N)    068 38 17.82952(W) AD(       ) 2
 PE1979  NAD 83(1986)-  44 18 40.40699(N)    068 38 17.83250(W) AD(       ) 2
 PE1979  NAD 27      -  44 18 40.12200(N)    068 38 19.74200(W) AD(       ) 2
 PE1979
 PE1979.Superseded values are not recommended for survey control.
 PE1979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1979.See file dsdata.txt to determine how the superseded data were derived.
 PE1979
 PE1979_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK2884806504(NAD 83)
 PE1979
 PE1979  HISTORY     - Date     Condition        Report By
 PE1979  HISTORY     - 1934     MONUMENTED       CGS
 PE1979  HISTORY     - 1945     SEE DESCRIPTION  CGS
 PE1979  HISTORY     - 1956     SEE DESCRIPTION  CGS
 PE1979  HISTORY     - 1983     GOOD             USPSQD
 PE1979
 PE1979                          STATION DESCRIPTION
 PE1979
 PE1979'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1979'STATION IS 1-3/4 MILES NE OF SARGENTVILLE, 1-1/2 MILES NW OF
 PE1979'SEDGEWICK, 1-3/4 MILES N OF EGGEMOGGIN IN AN OPEN BLUEBERRY
 PE1979'FIELD, IN THE SOUTHERN CORNER OF THE FIELD, ABOUT 1/4 MILE SE OF A
 PE1979'VACANT HOUSE ON THE ROAD.
 PE1979'
 PE1979'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN
 PE1979'DRILL HOLES IN OUTCROPPING BEDROCK.
 PE1979'
 PE1979'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 ARE ON THE BARE FLAT
 PE1979'LEDGES SURROUNDING THE STATION.  REFERENCE MARK NO. 1 IS N AND
 PE1979'REFERENCE MARK NO. 2 IS NE OF THE STATION.
 PE1979'
 PE1979'TO REACH FROM SEDGWICK, TAKE THE DIRT ROAD LEADING NW FROM ROUTE
 PE1979'172.  AT 0.5 MILE KEEP STRAIGHT AHEAD AT CROSS ROAD, AT 1.2 TAKE
 PE1979'LEFT FORK, AT 1.4 COME TO VACANT HOUSE ON RIGHT.  FROM HERE FOLLOW
 PE1979'THE TRAIL THROUGH THE BLUEBERRY FIELD SE ABOUT 1/4 MILE TO THE
 PE1979'STATION.
 PE1979'
 PE1979'HEIGHT OF LIGHT ABOVE STATION MARK 10 METERS.
 PE1979
 PE1979                          STATION RECOVERY (1945)
 PE1979
 PE1979'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (FLP)
 PE1979'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  HOWEVER, THE
 PE1979'REFERENCE TO S CORNER OF FIELD SHOULD READ--50 METERS WNW OF THE
 PE1979'ESE CORNER OF FIELD.  DISTANCES TO REFERENCE MARKS CHECKED.
 PE1979
 PE1979                          STATION RECOVERY (1956)
 PE1979
 PE1979'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 PE1979'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 PE1979'GOOD CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE
 PE1979'VERIFIED.  THE ORIGINAL DESCRIPTION IS ADEQUATE AND COMPLETE WITH
 PE1979'THE FOLLOWING ADDITIONS--
 PE1979'
 PE1979'THE STATION IS 160.0 FT. W-NW OF THE E-SE CORNER OF THE FIELD.
 PE1979'
 PE1979'THE STATION MARK IS STAMPED SARGENT 1934.  THE REFERENCE MARKS
 PE1979'ARE STAMPED SARGENT 1934 NO 1 AND NO 2, RESPECTIVELY.
 PE1979
 PE1979                          STATION RECOVERY (1983)
 PE1979
 PE1979'RECOVERY NOTE BY US POWER SQUADRON 1983 (ELG)
 PE1979'SARGENT 1934 RECOVERED GOOD.
 PE1979'
 PE1979'SARGENT NO. 1 1934 THE STATION MARK AND THE TWO REFERENCE MARKS.
 PE1979'
 PE1979'SARGENT NO. 2 1934 WERE FOUND IN GOOD CONDITION.  PREVIOUS
 PE1979'DESCRIPTIONS ARE COMPLETE AND ACCURATE WITH THE FOLLOWING
 PE1979'ADDITIONS.  THERE IS AN ABANDONED RADAR INSTALLATION NEAR THE HOUSE
 PE1979'ON THE ROAD--TIMBER GROWTH IS ENCROACHING ON THE BLUEBERRY FIELD
 PE1979'SO THAT THE STATION MARK IS NOW IN THE WOODS AND R.M. 1 AND 2 ARE
 PE1979'EACH ABOUT 25 FT. FROM THE EDGE OF THE FIELD.  THE LAND IS OWNED
 PE1979'BY THE ALLEN BLUEBERRY CO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2467 ***********************************************************************
 PE2467  DESIGNATION -  SAUNDERS MEDOT 1974
 PE2467  PID         -  PE2467
 PE2467  STATE/COUNTY-  ME/KENNEBEC
 PE2467  USGS QUAD   -  AUGUSTA (1991)
 PE2467
 PE2467                         *CURRENT SURVEY CONTROL
 PE2467  ___________________________________________________________________
 PE2467* NAD 83(1996)-  44 16 45.92558(N)    069 46 33.69566(W)     ADJUSTED  
 PE2467* NAVD 88     -        78.6    (meters)     258.     (feet)  VERTCON   
 PE2467  ___________________________________________________________________
 PE2467  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 PE2467  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 PE2467
 PE2467  HORZ ORDER  -  SECOND
 PE2467
 PE2467.The horizontal coordinates were established by classical geodetic methods
 PE2467.and adjusted by the National Geodetic Survey in March 1998..
 PE2467
 PE2467.The NAVD 88 height was computed by applying the VERTCON shift value to
 PE2467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PE2467
 PE2467.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2467
 PE2467.The geoid height was determined by GEOID03.
 PE2467
 PE2467;                    North         East     Units Scale Factor Converg.
 PE2467;SPC ME W     -   160,734.697   931,183.302   MT  0.99997862   +0 16 21.8
 PE2467;UTM  19      - 4,903,201.374   438,075.448   MT  0.99964716   -0 32 30.5
 PE2467
 PE2467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2467!SPC ME W     -   0.99999173  x   0.99997862  =   0.99997035
 PE2467!UTM  19      -   0.99999173  x   0.99964716  =   0.99963890
 PE2467
 PE2467:                Primary Azimuth Mark                     Grid Az
 PE2467:SPC ME W     -  CHELSEA RAD STA WRDO MAST                008 34 07.8
 PE2467:UTM  19      -  CHELSEA RAD STA WRDO MAST                009 23 00.1
 PE2467
 PE2467|---------------------------------------------------------------------|
 PE2467| PID    Reference Object                     Distance      Geod. Az  |
 PE2467|                                                           dddmmss.s |
 PE2467| PE2471 CHELSEA RAD STA WRDO MAST           APPROX. 1.4 KM 0085029.6 |
 PE2467| PE2466 SAUNDERS PT A                        12.012 METERS 11930     |
 PE2467| PE2465 HALLOWELL FARMINGDALE SPIPE         APPROX. 2.2 KM 2363536.5 |
 PE2467| PE2463 PERKINS RESET                       APPROX. 1.8 KM 2424200.6 |
 PE2467|---------------------------------------------------------------------|
 PE2467
 PE2467                          SUPERSEDED SURVEY CONTROL
 PE2467
 PE2467  NAD 83(1992)-  44 16 45.92431(N)    069 46 33.69409(W) AD(       ) 2
 PE2467  NAD 83(1986)-  44 16 45.92963(N)    069 46 33.69916(W) AD(       ) 2
 PE2467  NAD 27      -  44 16 45.68565(N)    069 46 35.54223(W) AD(       ) 2
 PE2467  NGVD 29 (07/19/86)   78.8    (m)          259.     (f) VERT ANG       
 PE2467
 PE2467.Superseded values are not recommended for survey control.
 PE2467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2467.See file dsdata.txt to determine how the superseded data were derived.
 PE2467
 PE2467_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDK3807503201(NAD 83)
 PE2467_MARKER: DD = SURVEY DISK
 PE2467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PE2467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PE2467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PE2467+STABILITY: SURFACE MOTION
 PE2467
 PE2467  HISTORY     - Date     Condition        Report By
 PE2467  HISTORY     - 1974     MONUMENTED       NGS
 PE2467
 PE2467                          STATION DESCRIPTION
 PE2467
 PE2467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (RCA)
 PE2467'THE STATION IS LOCATED IN THE TOWN OF CHELSEA, 25 FEET WEST OF
 PE2467'THE TOP OF A SMALL KNOLL, 3.4 MILES NORTH OF GARDINER, 2.2 MILES
 PE2467'SOUTH OF AUGUSTA, 0.6 MILE EAST OF KENNEBEC RIVER AND ON PROPERTY
 PE2467'OWNED BY MRS. PHYLLIS SAUNDERS.
 PE2467'
 PE2467'TO REACH THE STATION FROM THE TRAFFIC CIRCLE ON THE EAST SIDE OF
 PE2467'THE KENNEBEC RIVER IN AUGUSTA, GO SOUTH ON STATE ROUTES 9 AND 17
 PE2467'FOR 0.5 MILE TO THE JUNCTION OF STATE ROUTES 9 AND 17, CONTINUE
 PE2467'SOUTH ON STATE ROUTE 9 (HOSPITAL STREET) FOR 2.25 MILES TO THE
 PE2467'STATION ON THE RIGHT.
 PE2467'
 PE2467'THE STATION MARK IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION
 PE2467'DISK STAMPED 1974 SAUNDERS, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 PE2467'CONCRETE POST WHICH IS 2 INCHES BELOW THE GROUND.  THE SUBSURFACE
 PE2467'MARK IS A STANDARD MAINE DEPARTMENT OF TRANSPORTATION DISK STAMPED
 PE2467'1974 SAUNDERS SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 50
 PE2467'INCHES BELOW THE GROUND SURFACE.  IT IS 71.5 FEET WEST OF A
 PE2467'BARBED WIRE FENCE, 184 FEET NORTH-NORTHWEST OF THE NORTHWEST
 PE2467'CORNER OF A WHITE BARN, 121 FEET SOUTHEAST OF THE SOUTHEAST
 PE2467'CORNER OF A GROVE OF SMALL PINE TREES AND 187 FEET WEST OF
 PE2467'THE CENTERLINE OF STATE ROUTE 9.
 PE2467'
 PE2467'NO AZIMUTH OR REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 PE2467'
 PE2467'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2149 ***********************************************************************
 PE2149  DESIGNATION -  SAUNDERS RESET
 PE2149  PID         -  PE2149
 PE2149  STATE/COUNTY-  ME/HANCOCK
 PE2149  USGS QUAD   -  GREEN LAKE (1982)
 PE2149
 PE2149                         *CURRENT SURVEY CONTROL
 PE2149  ___________________________________________________________________
 PE2149* NAD 83(1996)-  44 39 29.22215(N)    068 36 18.96761(W)     ADJUSTED  
 PE2149* NAVD 88     -       376.     (meters)    1234.     (feet)  SCALED    
 PE2149  ___________________________________________________________________
 PE2149  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 PE2149  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 PE2149
 PE2149  HORZ ORDER  -  FIRST
 PE2149
 PE2149.The horizontal coordinates were established by classical geodetic methods
 PE2149.and adjusted by the National Geodetic Survey in March 1998..
 PE2149
 PE2149.The orthometric height was scaled from a topographic map.
 PE2149
 PE2149.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2149
 PE2149.The geoid height was determined by GEOID03.
 PE2149
 PE2149;                    North         East     Units Scale Factor Converg.
 PE2149;SPC ME E     -   110,159.818   291,651.513   MT  0.99990086   -0 04 26.4
 PE2149;UTM  19      - 4,945,048.475   531,295.317   MT  0.99961204   +0 16 38.8
 PE2149
 PE2149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2149!SPC ME E     -   0.99994497  x   0.99990086  =   0.99984584
 PE2149!UTM  19      -   0.99994497  x   0.99961204  =   0.99955704
 PE2149
 PE2149|---------------------------------------------------------------------|
 PE2149| PID    Reference Object                     Distance      Geod. Az  |
 PE2149|                                                           dddmmss.s |
 PE2149| CE8685 SAUNDERS RM 1                         8.057 METERS 03338     |
 PE2149| CE8686 SAUNDERS RM 2                         6.997 METERS 13405     |
 PE2149| PE2148 BALD MOUNTAIN FIRE TOWER              5.642 METERS 18339     |
 PE2149| PE1985 LITTLE BALL                         APPROX.21.8 KM 2102429.2 |
 PE2149|---------------------------------------------------------------------|
 PE2149
 PE2149                          SUPERSEDED SURVEY CONTROL
 PE2149
 PE2149  NAD 83(1992)-  44 39 29.22199(N)    068 36 18.95604(W) AD(       ) 1
 PE2149  NAD 83(1986)-  44 39 29.22171(N)    068 36 18.95883(W) AD(       ) 1
 PE2149  NAD 27      -  44 39 28.95700(N)    068 36 20.84900(W) AD(       ) 1
 PE2149
 PE2149.Superseded values are not recommended for survey control.
 PE2149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2149.See file dsdata.txt to determine how the superseded data were derived.
 PE2149
 PE2149_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK3129545048(NAD 83)
 PE2149
 PE2149  HISTORY     - Date     Condition        Report By
 PE2149  HISTORY     - 1856     MONUMENTED       CGS
 PE2149  HISTORY     - 1931     SEE DESCRIPTION  MEGS
 PE2149  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2149  HISTORY     - 1961     SEE DESCRIPTION  CGS
 PE2149
 PE2149                          STATION DESCRIPTION
 PE2149
 PE2149'DESCRIBED BY COAST AND GEODETIC SURVEY 1856 (ADB)
 PE2149'STATION IS ON THE SUMMIT OF MOUNT SAUNDERS, NOW KNOWN AS BALD
 PE2149'MOUNTAIN, IN THE SOUTHERN PART OF DEDHAM TOWNSHIP.  IT IS ABOUT
 PE2149'3-1/2 MILES SE OF DEDHAM, 11 MILES ENE OF BUCKSPORT, 11-1/2
 PE2149'MILES NW BY N OF ELLSWORTH, AND 13 MILES SSE OF BANGOR.  THE
 PE2149'STATION COMMANDS A GOOD VIEW IN ALL DIRECTIONS, AND IS MARKED BY
 PE2149'A COPPER BOLT SET IN A HOLE IN THE ROCK.
 PE2149'
 PE2149'ADDITIONAL DRILL HOLES WERE ALSO MADE IN LINES TO OTHER
 PE2149'TRIANGULATION STATIONS AS FOLLOWS--TO HUMPBACK MOUNTAIN AT
 PE2149'DISTANCES OF 18.5 FEET AND APPROXIMATELY 318 FEET, RESPECTIVELY,
 PE2149'TO PIGEON HILL AT DISTANCES OF 30.3 FEET AND APPROXIMATELY 200
 PE2149'FEET, TO MOUNT DESERT AT DISTANCE OF 20 FEET, TO ISLE AU HAUT
 PE2149'AT DISTANCES OF 28 FEET, AND (NOT GIVEN).  THE STATION IS ALSO
 PE2149'ABOUT 2-1/2 MILES W OF GREENLAKE WHICH IS ON THE RAILROAD
 PE2149'FROM BANGOR TO ELLSWORTH.
 PE2149
 PE2149                          STATION RECOVERY (1931)
 PE2149
 PE2149'RECOVERY NOTE BY MAINE GEODETIC SURVEY 1931
 PE2149'I VISITED THE MOUNTAIN ON AUGUST 4 AND FOUND A LARGE PILE OF
 PE2149'STONES ABOUT 8 FEET IN DIAMETER WHICH SUPPORTED THE STUB OF
 PE2149'WHAT APPARENTLY ONCE HAD BEEN A SIGNAL POLE.  ON AUGUST 19 I
 PE2149'WENT THERE AGAIN AND WITH THE HELP OF THE FIRE WATCHMAN I
 PE2149'REMOVED ENOUGH OF THE STONES TO DISCLOSE A DRILL HOLE UNDER
 PE2149'THE ROTTED BUTT OF THE POLE.  PRESUMABLY THIS HOLE MARKS THE
 PE2149'STATION, ALTHOUGH THERE WAS NO COPPER BOLT IN IT.  IT WOULD
 PE2149'HAVE TAKEN TOO MUCH TIME TO REMOVE ALL THE STONES AND TO MAKE
 PE2149'SURE THAT THERE WAS NO OTHER HOLE NEARBY.
 PE2149'
 PE2149'THERE ARE 4 IRON EYE-BOLTS IN THE LEDGE AROUND THE HOLE,
 PE2149'DISTANT 6-1/2 TO 8 FEET FROM IT, WHICH PROBABLY SERVED AS GUY
 PE2149'ANCHORS AT SOME TIME IN THE PAST.  THE CENTER OF THE FIRE
 PE2149'TOWER IS ABOUT 18.6 FEET AND ABOUT 4 DEG W OF S FROM THE
 PE2149'STATION, OR RATHER FROM THE HOLE WHICH I SUPPOSE IS THE
 PE2149'STATION.  I FOUND TWO SMALL DRILL HOLES DISTANT ABOUT 19.7 AND
 PE2149'27.6 FEET FROM THE HOLE, WHICH ARE DOUBTLESS RANGE HOLES ON
 PE2149'LINES TO MOUNT DESERT AND ISLE AU HAUT.  THE LATTER HOLE WAS
 PE2149'PLUGGED WITH WOOD.
 PE2149'
 PE2149'THE STATION, WHICH IS ON BALD MOUNTAIN, MAY BEST BE REACHED
 PE2149'FROM E HOLDEN (ON THE STATE ROAD BETWEEN BANGOR AND ELLSWORTH),
 PE2149'FROM WHICH A GOOD ROAD LEADS TO THE MOUNTAIN ON ITS WESTERN
 PE2149'SIDE.  THE ASCENT IS BY TRAIL TO THE FIRE TOWER LEAVING-THE
 PE2149'ROAD AT A POINT ABOUT 6-1/2 MILES FROM E HOLDEN.
 PE2149'
 PE2149'THE VIEW FROM THE STATION IS OBSTRUCTED BY TREES TO THE NE
 PE2149'AND E, BUT THERE IS A GOOD VIEW IN ALL DIRECTIONS FROM THE TOP
 PE2149'OF THE TOWER, WHICH IS ABOUT 50 FEET IN HEIGHT.
 PE2149
 PE2149                          STATION RECOVERY (1934)
 PE2149
 PE2149'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2149'STATION WAS RECOVERED AS DESCRIBED.  IT IS ON THE SUMMIT OF
 PE2149'BALD MOUNTAIN, 13 MILES SE OF BANGOR AND 12 MILES NW OF ELLSWORTH.
 PE2149'
 PE2149'A NEW STATION AND TWO NEW REFERENCE MARKS WERE SET.
 PE2149'
 PE2149'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 PE2149'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 PE2149'
 PE2149'THE STATION IS 10.40 FEET N OF THE NE INSIDE 3/4-INCH BOLT
 PE2149'OF THE FIRE TOWER MAINTAINED BY THE MAINE FORESTRY SERVICE, AND
 PE2149'IS IN RANGE WITH THE NE AND SE ANCHORS OF THE TOWER.  IT IS 17.40
 PE2149'FEET NE OF THE NW INSIDE 3/4-INCH ANCHOR BOLT OF THE FIRE
 PE2149'TOWER.  THERE ARE FOUR 1/2-INCH ANCHOR BOLTS IN LEDGE WHICH
 PE2149'ARE 8.00 FEET SSW, 6.40 FEET WNW, 6.25 FEET NNE, 6.65 FEET
 PE2149'ESE RESPECTIVELY FROM THE STATION.
 PE2149'
 PE2149'REFERENCE MARK NO. 1 IS 26.44 FEET NE OF STATION AND 6.6
 PE2149'FEET NW OF A 3-FOOT DROP ON EASTERN SIDE OF LEDGE.
 PE2149'
 PE2149'REFERENCE MARK NO. 2 IS 22.96 FEET SSE OF STATION.  IT IS
 PE2149'11.40 FEET ENE AND 14.85 FEET SE OF THE SE AND NE INSIDE
 PE2149'ANCHOR BOLTS OF THE FIRE TOWER.
 PE2149'
 PE2149'TO REACH THE STATION FROM E HOLDEN WITH THE SPEEDOMETER AT
 PE2149'ZERO, AT RAILROAD CROSSING PROCEED N AND TURN LEFT AT 0.1
 PE2149'MILE.  AT 1.0 MILE CROSS DEDHAM-HOLDEN TOWN LINE.  AT 2.8 TAKE
 PE2149'LEFT FORK.  SCHOOL HOUSE AND COMMUNITY HALL IN FORK OF ROADS.  AT
 PE2149'4.1 TAKE LEFT FORK STRAIGHT AHEAD AT 6.1 WHERE ROAD TS RIGHT
 PE2149'AND SIGN TRAIL TO LOOKOUT STATION ON LEFT.  AT 6.3 ON TOP OF
 PE2149'RISE TURN LEFT OVER LEDGE.  AT 6.4 END OF PASTURE AND START UP
 PE2149'THE FOREST SERVICE TRAIL.
 PE2149'
 PE2149'A 20-FOOT SIGNAL WAS USED.
 PE2149'
 PE2149'NOTE--LETTER OF MR. AUSTIN H. WILKINS, SUPERVISOR, MAINE FOREST
 PE2149'SERVICE, AUGUSTA, MAINE, 6/12/37
 PE2149'
 PE2149'THE DISK READS SAUNDERS 1856.
 PE2149'
 PE2149'PERMISSION WAS GIVEN TO THE MAINE STATE FOREST SERVICE TO
 PE2149'REMOVE THE WOODEN TOWER FROM OVER THE MARK.
 PE2149
 PE2149                          STATION RECOVERY (1961)
 PE2149
 PE2149'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RCY)
 PE2149'STATION MARK AND REFERENCE MARKS NO. 1 AND 2 WAS RECOVERED AS
 PE2149'DESCRIBED.
 PE2149'
 PE2149'PREVIOUS DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0480 ***********************************************************************
 SF0480  DESIGNATION -  SAVAGE
 SF0480  PID         -  SF0480
 SF0480  STATE/COUNTY-  ME/AROOSTOOK
 SF0480  USGS QUAD   -  WHEELOCK (1985)
 SF0480
 SF0480                         *CURRENT SURVEY CONTROL
 SF0480  ___________________________________________________________________
 SF0480* NAD 83(1996)-  47 13 36.97017(N)    068 44 51.47846(W)     ADJUSTED  
 SF0480* NAVD 88     -       157.8    (meters)     518.     (feet)  VERTCON   
 SF0480  ___________________________________________________________________
 SF0480  LAPLACE CORR-           7.03  (seconds)                    DEFLEC99
 SF0480  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 SF0480
 SF0480  HORZ ORDER  -  SECOND
 SF0480
 SF0480.The horizontal coordinates were established by classical geodetic methods
 SF0480.and adjusted by the National Geodetic Survey in March 1998..
 SF0480
 SF0480.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0480.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0480
 SF0480.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0480
 SF0480.The geoid height was determined by GEOID03.
 SF0480
 SF0480;                    North         East     Units Scale Factor Converg.
 SF0480;SPC ME E     -   395,680.332   281,247.806   MT  0.99990432   -0 10 54.4
 SF0480;UTM  19      - 5,230,414.090   519,104.960   MT  0.99960449   +0 11 06.9
 SF0480
 SF0480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0480!SPC ME E     -   0.99997915  x   0.99990432  =   0.99988347
 SF0480!UTM  19      -   0.99997915  x   0.99960449  =   0.99958365
 SF0480
 SF0480|---------------------------------------------------------------------|
 SF0480| PID    Reference Object                     Distance      Geod. Az  |
 SF0480|                                                           dddmmss.s |
 SF0480| SF0479 REFERENCE MON S 100 77              376.891 METERS 14854     |
 SF0480| SF0493 ST JOHN CATH CH CROSS               APPROX. 1.5 KM 2370017.7 |
 SF0480|---------------------------------------------------------------------|
 SF0480
 SF0480                          SUPERSEDED SURVEY CONTROL
 SF0480
 SF0480  NAD 83(1992)-  47 13 36.96331(N)    068 44 51.47459(W) AD(       ) 2
 SF0480  NAD 83(1986)-  47 13 36.97104(N)    068 44 51.46997(W) AD(       ) 2
 SF0480  NAD 27      -  47 13 36.83509(N)    068 44 53.29389(W) AD(       ) 2
 SF0480  NGVD 29 (07/19/86)  157.9    (m)          518.     (f) VERT ANG       
 SF0480
 SF0480.Superseded values are not recommended for survey control.
 SF0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0480.See file dsdata.txt to determine how the superseded data were derived.
 SF0480
 SF0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN1910530414(NAD 83)
 SF0480_MARKER: DH = HORIZONTAL CONTROL DISK
 SF0480_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SF0480_SP_SET: TOP OF METAL PIPE IN CONCRETE
 SF0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF0480+STABILITY: SURFACE MOTION
 SF0480
 SF0480  HISTORY     - Date     Condition        Report By
 SF0480  HISTORY     - 1977     MONUMENTED       IBC
 SF0480
 SF0480                          STATION DESCRIPTION
 SF0480
 SF0480'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1977 (CRM)
 SF0480'THE STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF ST. JOHN, MAINE AND
 SF0480'IN THE GRASSY AREA ON THE EXTREME SOUTHWEST END OF SAVAGE ISLAND.
 SF0480'THIS SECTION OF THE ISLAND IS SEPERATED FROM THE MAIN BODY OFTHE
 SF0480'ISLAND BY A SMALL CHANNEL WHEN THE RIVER IS AT A LOW STAGE.
 SF0480'
 SF0480'THE STATION MARK, STAMPED ---SAVAGE 1977--- IS A BRONZE, TRIANGULATION
 SF0480'DISK BRAZED TO AN IRON PIPE THAT IS 3 INCHES IN DIAMETER AND PROJECTS
 SF0480'4 INCHES.  A SMALL PILE OF STONES WERE PLACED AROUND THE MARK AND IT
 SF0480'IS 1.65 METERS WEST OF A STEEL WITNESS POST WITH METAL SIGN ATTACHED.
 SF0480'
 SF0480'REFERENCE MARKS WERE NOT ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1902 ***********************************************************************
 PE1902  DESIGNATION -  SAVAGE MOUNTAIN 1870
 PE1902  PID         -  PE1902
 PE1902  STATE/COUNTY-  ME/HANCOCK
 PE1902  USGS QUAD   -  SOUTHWEST HARBOR (1983)
 PE1902
 PE1902                         *CURRENT SURVEY CONTROL
 PE1902  ___________________________________________________________________
 PE1902* NAD 83(1996)-  44 18 09.82379(N)    068 16 27.57766(W)     ADJUSTED  
 PE1902* NAVD 88     -       134.     (meters)     440.     (feet)  SCALED    
 PE1902  ___________________________________________________________________
 PE1902  LAPLACE CORR-           4.68  (seconds)                    DEFLEC99
 PE1902  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 PE1902
 PE1902  HORZ ORDER  -  THIRD
 PE1902
 PE1902.The horizontal coordinates were established by classical geodetic methods
 PE1902.and adjusted by the National Geodetic Survey in March 1998..
 PE1902
 PE1902.The orthometric height was scaled from a topographic map.
 PE1902
 PE1902.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1902
 PE1902.The geoid height was determined by GEOID03.
 PE1902
 PE1902;                    North         East     Units Scale Factor Converg.
 PE1902;SPC ME E     -    70,691.804   318,006.276   MT  0.99990399   +0 09 27.4
 PE1902;UTM  19      - 4,905,753.189   557,883.579   MT  0.99964120   +0 30 24.7
 PE1902
 PE1902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1902!SPC ME E     -   0.99998279  x   0.99990399  =   0.99988679
 PE1902!UTM  19      -   0.99998279  x   0.99964120  =   0.99962400
 PE1902
 PE1902:                Primary Azimuth Mark                     Grid Az
 PE1902:SPC ME E     -  BUNKER LEDGE MONUMENT                    121 34 42.1
 PE1902:UTM  19      -  BUNKER LEDGE MONUMENT                    121 13 44.8
 PE1902
 PE1902|---------------------------------------------------------------------|
 PE1902| PID    Reference Object                     Distance      Geod. Az  |
 PE1902|                                                           dddmmss.s |
 PE1902| PE1784 BUNKER LEDGE MONUMENT               APPROX. 4.8 KM 1214409.5 |
 PE1902| PE1777 LITTLE CRANBERRY IS FLAG TREE       APPROX. 5.9 KM 1412247.9 |
 PE1902| PE1893 SUTTONS ISLAND FLAG ON BARN         APPROX. 3.3 KM 1671350.1 |
 PE1902| PE1823 CRANBERRY ISLAND HOUSE CHIMNEY      APPROX. 7.3 KM 1675954.2 |
 PE1902| PE1907 BEAR ISLAND LIGHTHOUSE              APPROX. 2.2 KM 1704415.2 |
 PE1902| PE1818 LITTLE DUCK IS FLAG IN TREE         APPROX.14.4 KM 1705048.4 |
 PE1902| PE1901 CRANBERRY ISLAND CHURCH SPIRE       APPROX. 5.7 KM 1745234.5 |
 PE1902| PE1832 HOUSE NEAR SEA WALL CHIMNEY         APPROX. 6.4 KM 1960750.8 |
 PE1902| PE1897 SOUTHWEST HARBOR CHURCH SPIRE       APPROX. 5.0 KM 2142916.9 |
 PE1902| PE1903 GREENING ISLAND HOUSE NW CHIM       APPROX. 3.5 KM 2185731.5 |
 PE1902| PE1899 SOUTHWEST HARBOR SCHOOLHOUSE        APPROX. 4.8 KM 2385630.2 |
 PE1902| PE1896 FERNALD HILL 1870                   APPROX. 3.2 KM 2685400.3 |
 PE1902| PE1900 DOG MOUNTAIN SMALL POLE             APPROX. 4.0 KM 2814641.3 |
 PE1902|---------------------------------------------------------------------|
 PE1902
 PE1902                          SUPERSEDED SURVEY CONTROL
 PE1902
 PE1902  NAD 83(1992)-  44 18 09.82501(N)    068 16 27.57519(W) AD(       ) 3
 PE1902  NAD 83(1986)-  44 18 09.82458(N)    068 16 27.58026(W) AD(       ) 3
 PE1902  NAD 27      -  44 18 09.54100(N)    068 16 29.52400(W) AD(       ) 3
 PE1902
 PE1902.Superseded values are not recommended for survey control.
 PE1902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1902.See file dsdata.txt to determine how the superseded data were derived.
 PE1902
 PE1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK5788405753(NAD 83)
 PE1902
 PE1902  HISTORY     - Date     Condition        Report By
 PE1902  HISTORY     - 1870     MONUMENTED       CGS
 PE1902  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE1902  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE1902  HISTORY     - 20050611 GOOD             INDIV
 PE1902
 PE1902                          STATION DESCRIPTION
 PE1902
 PE1902'DESCRIBED BY COAST AND GEODETIC SURVEY 1870 (GAF)
 PE1902'ON THE HIGH HILL OF THAT NAME, LOCATED ABOUT 3/8 MILE E OF THE
 PE1902'HEAD OF NORTHEAST HARBOR, MOUNT DESERT ISLAND.  A PATH LEADS
 PE1902'FROM AUGUSTUS SAVAGES HOUSE TO THE SUMMIT.
 PE1902'
 PE1902'THE STATION IS ABOUT 300 FEET SW FROM THE HIGHEST PEAK OF THE
 PE1902'MOUNTAIN AND 13 FEET W OF THE HIGHEST POINT OF THE LEDGE ON
 PE1902'WHICH IT IS LOCATED.  IT IS A COPPER BOLT SET IN A HOLE IN A ROCK.
 PE1902
 PE1902                          STATION RECOVERY (1934)
 PE1902
 PE1902'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1902'ON THE HIGH HILL OF THAT NAME, BETTER KNOWN AS ASTICOU
 PE1902'HILL, LOCATED ABOUT 0.4 MILE E OF THE HEAD OF NORTHEAST HARBOR.
 PE1902'
 PE1902'THE STATION IS ABOUT 300 FEET SW OF THE HIGHEST PEAK OF THE
 PE1902'MOUNTAIN AND 13 FEET W OF THE HIGHEST POINT OF THE LEDGE ON
 PE1902'WHICH THE STATION IS LOCATED.  THE ORIGINAL COPPER BOLT WAS LEFT
 PE1902'IN PLACE AS THE STATION MARK AND 2 REFERENCE MARKS, STANDARD
 PE1902'BRONZE DISKS WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK,
 PE1902'WERE INSTALLED.
 PE1902'
 PE1902'TO REACH FROM NORTHEAST HARBOR, GO N ON HIGHWAY 198 ABOUT 1
 PE1902'MILE AND TAKE ROAD LEADING SE, THE TRAIL TO THE SUMMIT LEAVES
 PE1902'THIS ROAD TO THE LEFT AFTER PASSING 2 CLEARINGS ON THE
 PE1902'LEFT, FOLLOW TRAIL TO SUMMIT THENCE SW TO THE STATION.  THE LEDGE
 PE1902'ON WHICH THE STATION IS LOCATED IS IN A CLEARING AND THE HARBOR
 PE1902'CAN BE SEEN VERY CLEARLY FROM IT.
 PE1902
 PE1902                          STATION RECOVERY (1944)
 PE1902
 PE1902'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE1902'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 PE1902'CONDITION.  DISTANCES TO THE REFERENCE MARKS WERE MEASURED AND
 PE1902'CHECKED.  THE DESCRIPTION IS ADEQUATE EXCEPT THE STATION IS
 PE1902'NOW ABOUT 400 FEET SW OF THE SUMMIT OF THE HILL ON AN OPEN LEDGE
 PE1902'INSTEAD OF 300 FEET.
 PE1902
 PE1902                          STATION RECOVERY (2005)
 PE1902
 PE1902'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JKM)
 PE1902'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 PE1902'CONDITION.  THIS MOUNTAIN IS NOW KNOWN AS ELLIOT MOUNTAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0860 ***********************************************************************
 QF0860  DESIGNATION -  SAWDUST IS IBC
 QF0860  PID         -  QF0860
 QF0860  STATE/COUNTY-  ME/WASHINGTON
 QF0860  USGS QUAD   -  CALAIS (1977)
 QF0860
 QF0860                         *CURRENT SURVEY CONTROL
 QF0860  ___________________________________________________________________
 QF0860* NAD 83(1996)-  45 08 29.70114(N)    067 19 08.95637(W)     ADJUSTED  
 QF0860* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 QF0860  ___________________________________________________________________
 QF0860  LAPLACE CORR-           4.77  (seconds)                    DEFLEC99
 QF0860  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 QF0860
 QF0860  HORZ ORDER  -  THIRD
 QF0860
 QF0860.The horizontal coordinates were established by classical geodetic methods
 QF0860.and adjusted by the National Geodetic Survey in March 1998..
 QF0860
 QF0860.The orthometric height was scaled from a topographic map.
 QF0860
 QF0860.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0860
 QF0860.The geoid height was determined by GEOID03.
 QF0860
 QF0860;                    North         East     Units Scale Factor Converg.
 QF0860;SPC ME E     -   164,554.991   392,867.030   MT  1.00000601   +0 50 13.6
 QF0860;UTM  19      - 5,000,052.974   632,149.598   MT  0.99981473   +1 11 29.9
 QF0860
 QF0860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0860!SPC ME E     -   1.00000133  x   1.00000601  =   1.00000734
 QF0860!UTM  19      -   1.00000133  x   0.99981473  =   0.99981606
 QF0860
 QF0860|---------------------------------------------------------------------|
 QF0860| PID    Reference Object                     Distance      Geod. Az  |
 QF0860|                                                           dddmmss.s |
 QF0860| QF0858 CHAIN ROCK                          156.120 METERS 16513     |
 QF0860| QF0862 MURPHY IBC                          197.909 METERS 18802     |
 QF0860| QF0864 TOWERS IBC                          111.020 METERS 22213     |
 QF0860| QF0866 BARTLETT IBC                        298.920 METERS 27528     |
 QF0860| QF0869 BUTLER IBC                          APPROX. 0.6 KM 3234711.1 |
 QF0860|---------------------------------------------------------------------|
 QF0860
 QF0860                          SUPERSEDED SURVEY CONTROL
 QF0860
 QF0860  NAD 83(1992)-  45 08 29.69604(N)    067 19 08.95456(W) AD(       ) 3
 QF0860  NAD 83(1986)-  45 08 29.69848(N)    067 19 08.95947(W) AD(       ) 3
 QF0860  NAD 27      -  45 08 29.42800(N)    067 19 10.99100(W) AD(       ) 3
 QF0860
 QF0860.Superseded values are not recommended for survey control.
 QF0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF0860.See file dsdata.txt to determine how the superseded data were derived.
 QF0860
 QF0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL3215000053(NAD 83)
 QF0860_MARKER: DH = HORIZONTAL CONTROL DISK
 QF0860_SETTING: 0 = UNSPECIFIED SETTING
 QF0860_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QF0860
 QF0860  HISTORY     - Date     Condition        Report By
 QF0860  HISTORY     - 1909     MONUMENTED       IBC
 QF0860
 QF0860                          STATION DESCRIPTION
 QF0860
 QF0860'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JEM)
 QF0860'IN THE ST CROIX RIVER, 1/4 MILE N OF BARING, ON SAWDUST ISLAND IN
 QF0860'THE MOUTH OF THE NARROW CHANNEL WHERE IT SUDDENLY BROADENS OUT INTO
 QF0860'A LAKE - LIKE EXPANSE.  THE ISLAND IS SMALL AND VERY LOW AND THE
 QF0860'STATION IS AT ITS SOUTHWESTERN EXTREMITY.
 QF0860'
 QF0860'STATION MARK IS A BRONZE DISK IN THE TOP OF A 2 FOOT GRANITE POST 6
 QF0860'INCHES SQUARE AND SET IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 RF0724 ***********************************************************************
 RF0724  DESIGNATION -  SAWTELLE
 RF0724  PID         -  RF0724
 RF0724  STATE/COUNTY-  ME/PENOBSCOT
 RF0724  USGS QUAD   -  HAY LAKE (1986)
 RF0724
 RF0724                         *CURRENT SURVEY CONTROL
 RF0724  ___________________________________________________________________
 RF0724* NAD 83(1996)-  46 11 48.22520(N)    068 40 38.31404(W)     ADJUSTED  
 RF0724* NAVD 88     -       219.6    (meters)     720.     (feet)  VERTCON   
 RF0724  ___________________________________________________________________
 RF0724  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 RF0724  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 RF0724
 RF0724  HORZ ORDER  -  SECOND
 RF0724
 RF0724.The horizontal coordinates were established by classical geodetic methods
 RF0724.and adjusted by the National Geodetic Survey in March 1998..
 RF0724
 RF0724.The NAVD 88 height was computed by applying the VERTCON shift value to
 RF0724.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RF0724
 RF0724.The Laplace correction was computed from DEFLEC99 derived deflections.
 RF0724
 RF0724.The geoid height was determined by GEOID03.
 RF0724
 RF0724;                    North         East     Units Scale Factor Converg.
 RF0724;SPC ME E     -   281,154.142   286,315.153   MT  0.99990230   -0 07 40.7
 RF0724;UTM  19      - 5,115,956.438   524,897.968   MT  0.99960762   +0 13 58.4
 RF0724
 RF0724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RF0724!SPC ME E     -   0.99996934  x   0.99990230  =   0.99987164
 RF0724!UTM  19      -   0.99996934  x   0.99960762  =   0.99957697
 RF0724
 RF0724|---------------------------------------------------------------------|
 RF0724| PID    Reference Object                     Distance      Geod. Az  |
 RF0724|                                                           dddmmss.s |
 RF0724| DA6320 SAWTELLE RM 1                         7.040 METERS 13248     |
 RF0724| DA6319 SAWTELLE AZ MK                                     2412132.4 |
 RF0724| DA6321 SAWTELLE RM 2                         6.285 METERS 26842     |
 RF0724|---------------------------------------------------------------------|
 RF0724
 RF0724                          SUPERSEDED SURVEY CONTROL
 RF0724
 RF0724  NAD 83(1992)-  46 11 48.22195(N)    068 40 38.30810(W) AD(       ) 2
 RF0724  NAD 83(1986)-  46 11 48.22523(N)    068 40 38.31921(W) AD(       ) 2
 RF0724  NAD 27      -  46 11 48.05600(N)    068 40 40.17100(W) AD(       ) 2
 RF0724  NGVD 29 (07/19/86)  219.8    (m)          721.     (f) VERT ANG       
 RF0724
 RF0724.Superseded values are not recommended for survey control.
 RF0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RF0724.See file dsdata.txt to determine how the superseded data were derived.
 RF0724
 RF0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEM2489815956(NAD 83)
 RF0724_MARKER: Z = SEE DESCRIPTION
 RF0724_SETTING: 0 = UNSPECIFIED SETTING
 RF0724
 RF0724  HISTORY     - Date     Condition        Report By
 RF0724  HISTORY     - 1955     MONUMENTED       CGS
 RF0724  HISTORY     - 1962     SEE DESCRIPTION  CGS
 RF0724
 RF0724                          STATION DESCRIPTION
 RF0724
 RF0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 RF0724'THE STATION IS LOCATED ON THE HIGHEST POINT OF A NARROW NORTH-SOUTH
 RF0724'RIDGE, AT THE SITE OF AN ABANDONED FIRE LOOKOUT TOWER, ABOUT 18
 RF0724'MILES NORTHWEST OF PATTEN, 9 MILES NORTHWEST OF SHIN POND AND 45
 RF0724'FEET NORTHWEST OF THE LOOKOUT TOWER.
 RF0724'
 RF0724'TO REACH, FROM SHIN POND, GO NORTHWESTERLY, ON MAIN TRAVELED
 RF0724'ROAD 7.05 MILES TO SIDE ROAD RIGHT.  TURN RIGHT, AS PER SIGN
 RF0724'SCRAGGLY LAKE CAMPS, AND GO NORTH 5.05 MILES TO THE FOREST WARDENS
 RF0724'HEADQUARTERS ON LEFT.  CONTINUE NORTHERLY ON MAIN TRAVELED ROAD
 RF0724'0.25 MILES TO FORKS.  TAKE LEFT FORK, AND GO NORTHWESTERLY 0.1
 RF0724'MILE TO SMALL CABIN ON RIGHT AND END OF TRUCK TRAVEL.  THENCE
 RF0724'PACK SOUTHEASTERLY, UP RIDGE TO LOOKOUT TOWER AND THE STATION.
 RF0724'
 RF0724'THE STATION MARK IS A STANDARD DISK, STAMPED SAWTELLE 1955, SET
 RF0724'IN AND BRAZED TO THE TOP OF A 2 INCH GALVANIZED PIPE WHICH PROJECTS
 RF0724'ABOUT 6 INCHES.
 RF0724'
 RF0724'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED SAWTELLE NO 1
 RF0724'1955, SET IN AND BRAZED TO THE TOP OF A 2 INCH GALVANIZED PIPE
 RF0724'WHICH PROJECTS ABOUT 8 INCHES AND IS ABOUT THE SAME ELEVATION AS
 RF0724'THE STATION.  IT IS LOCATED 22 FEET NORTH OF THE NORTHWEST CORNER
 RF0724'OF THE LOOKOUT CABIN.
 RF0724'
 RF0724'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED SAWTELLE NO 2
 RF0724'1955, SET IN AND BRAZED TO THE TOP OF A 2 INCH GALVANIZED PIPE
 RF0724'WHICH PROJECTS ABOUT 10 INCHES AND IS ABOUT THE SAME ELEVATION AS
 RF0724'THE STATION.
 RF0724'
 RF0724'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED SAWTELLE 1955, SET IN
 RF0724'AND BRAZED TO THE TOP OF A 2 INCH GALVANIZED PIPE WHICH PROJECTS
 RF0724'ABOUT 10 INCHES.  IT IS LOCATED 15 FEET NORTH OF THE CENTERLINE OF
 RF0724'THE DIM EAST-WEST TRACK ROAD AND 4 FEET SOUTHWEST OF A TRIANGULAR
 RF0724'BLAZED BIRCH TREE.  TO REACH, THE AZIMUTH MARK, FROM THE SMALL
 RF0724'CABIN AT THE END OF TRUCK TRAVEL, GO WESTERLY ON DIM TRACK ROAD
 RF0724'0.2 MILE TO THE AZIMUTH MARK.
 RF0724'
 RF0724'HEIGHT OF LIGHT ABOVE STATION MARK 1.40 METERS.
 RF0724
 RF0724                          STATION RECOVERY (1962)
 RF0724
 RF0724'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JDB)
 RF0724'THE STATION WAS RECOVERED AND THE STATION MARK AND REFERENCE MARK
 RF0724'NO. 1 WERE FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS
 RF0724'LOOSE IN THE GROUND.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT
 RF0724'RECOVERED.
 RF0724'
 RF0724'TO REACH THE STATION FROM THE BRIDGE IN SHIN POND, GO NORTHWESTERLY
 RF0724'ON THE MAIN TRAVELED ROAD FOR 6.3 MILES TO A SIDE ROAD RIGHT AND
 RF0724'SIGN SCRAGGLY CAMP.  TURN RIGHT, NORTHERLY, AND GO 4.6 MILES TO
 RF0724'A FORK AND CAMPING AREA.  TAKE THE LEFT ROAD, WESTERLY, AND GO
 RF0724'0.1 MILE TO A MAINE STATE RANGER CAMP ON THE LEFT.  CONTINUE
 RF0724'STRAIGHT AHEAD FOR 0.1 MILE TO A FORK.  TAKE THE LEFT ROAD,
 RF0724'WESTERLY, AND GO 1.5 MILES TO A DIM TRACK ROAD LEFT.  TURN
 RF0724'LEFT, SOUTHWESTERLY, AND GO 0.05 MILE TO CABIN ON THE RIGHT
 RF0724'AND THE END OF TRUCK TRAVEL FOR A TWO-WHEEL DRIVE VEHICLE.  A
 RF0724'FOUR-WHEEL DRIVE VEHICLE MAY BE DRIVEN TO THE STATION SITE.
 RF0724'
 RF0724'A TWO (2) MINUTE PACK, NORTHWESTERLY TO TOP OF KNOLL AND STATION
 RF0724'SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QH0308 ***********************************************************************
 QH0308  DESIGNATION -  SAWYER
 QH0308  PID         -  QH0308
 QH0308  STATE/COUNTY-  ME/OXFORD
 QH0308  USGS QUAD   -  LINCOLN POND (1990)
 QH0308
 QH0308                         *CURRENT SURVEY CONTROL
 QH0308  ___________________________________________________________________
 QH0308* NAD 83(1996)-  45 00 17.71514(N)    070 55 26.18320(W)     ADJUSTED  
 QH0308* NAVD 88     -                                                        
 QH0308  ___________________________________________________________________
 QH0308  LAPLACE CORR-           3.62  (seconds)                    DEFLEC99
 QH0308  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 QH0308
 QH0308  HORZ ORDER  -  THIRD
 QH0308
 QH0308.The horizontal coordinates were established by classical geodetic methods
 QH0308.and adjusted by the National Geodetic Survey in March 1998..
 QH0308
 QH0308
 QH0308.The Laplace correction was computed from DEFLEC99 derived deflections.
 QH0308
 QH0308.The geoid height was determined by GEOID03.
 QH0308
 QH0308;                    North         East     Units Scale Factor Converg.
 QH0308;SPC ME W     -   241,557.512   840,298.511   MT  1.00001048   -0 32 07.9
 QH0308;UTM  19      - 4,985,297.609   348,377.058   MT  0.99988269   -1 21 38.9
 QH0308
 QH0308                          SUPERSEDED SURVEY CONTROL
 QH0308
 QH0308  NAD 83(1992)-  45 00 17.71413(N)    070 55 26.18268(W) AD(       ) 4
 QH0308  NAD 83(1992)-  45 00 17.71851(N)    070 55 26.17773(W) AD(       ) 4
 QH0308  NAD 83(1986)-  45 00 17.71840(N)    070 55 26.18180(W) AD(       ) 4
 QH0308  NAD 27      -  45 00 17.55453(N)    070 55 27.94601(W) AD(       ) 3
 QH0308
 QH0308.Superseded values are not recommended for survey control.
 QH0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0308.See file dsdata.txt to determine how the superseded data were derived.
 QH0308
 QH0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK4837785298(NAD 83)
 QH0308_MARKER: 57 = LOOKOUT TOWER
 QH0308
 QH0308  HISTORY     - Date     Condition        Report By
 QH0308  HISTORY     - 1925     FIRST OBSERVED   USGS
 QH0308
 QH0308                          STATION DESCRIPTION
 QH0308
 QH0308'DESCRIBED BY US GEOLOGICAL SURVEY 1925
 QH0308'LOCATED ABOUT 2.0 MI E. OF LOWER THIRD OF SAWYER LAKE, ON SUMMIT
 QH0308'OF DEER MOUNTAIN.  TRAIL ASCENDS E. SIDE OF MOUNTAIN, IN T. 5, R. 3.
 QH0308'
 QH0308'STATION MARK,  CENTER OF UNENCLOSED WOODEN PIER LOOKOUT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1092 ***********************************************************************
 PD1092  DESIGNATION -  SAWYER
 PD1092  PID         -  PD1092
 PD1092  STATE/COUNTY-  ME/WASHINGTON
 PD1092  USGS QUAD   -  WHITNEYVILLE (1977)
 PD1092
 PD1092                         *CURRENT SURVEY CONTROL
 PD1092  ___________________________________________________________________
 PD1092* NAD 83(1996)-  44 37 33.32204(N)    067 32 56.50486(W)     ADJUSTED  
 PD1092* NAVD 88     -        53.     (meters)     174.     (feet)  SCALED    
 PD1092  ___________________________________________________________________
 PD1092  LAPLACE CORR-           5.00  (seconds)                    DEFLEC99
 PD1092  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 PD1092
 PD1092  HORZ ORDER  -  SECOND
 PD1092
 PD1092.The horizontal coordinates were established by classical geodetic methods
 PD1092.and adjusted by the National Geodetic Survey in March 1998..
 PD1092
 PD1092.The orthometric height was scaled from a topographic map.
 PD1092
 PD1092.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1092
 PD1092.The geoid height was determined by GEOID03.
 PD1092
 PD1092;                    North         East     Units Scale Factor Converg.
 PD1092;SPC ME E     -   107,017.109   375,459.834   MT  0.99997000   +0 40 05.0
 PD1092;UTM  19      - 4,942,420.439   615,100.548   MT  0.99976292   +1 01 09.8
 PD1092
 PD1092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PD1092!SPC ME E     -   0.99999534  x   0.99997000  =   0.99996534
 PD1092!UTM  19      -   0.99999534  x   0.99976292  =   0.99975826
 PD1092
 PD1092:                Primary Azimuth Mark                     Grid Az
 PD1092:SPC ME E     -  HIGH                                     009 24 32.8
 PD1092:UTM  19      -  HIGH                                     009 03 28.0
 PD1092
 PD1092|---------------------------------------------------------------------|
 PD1092| PID    Reference Object                     Distance      Geod. Az  |
 PD1092|                                                           dddmmss.s |
 PD1092| PD1093 HIGH                                APPROX. 4.1 KM 0100437.8 |
 PD1092| CE8687 SAWYER RM 1                           7.209 METERS 05806     |
 PD1092| PD1036 BUCKS HARBOR USAF STA N RADOME      APPROX.12.2 KM 0880524.2 |
 PD1092| CE8688 SAWYER RM 2                           6.740 METERS 14638     |
 PD1092|---------------------------------------------------------------------|
 PD1092
 PD1092                          SUPERSEDED SURVEY CONTROL
 PD1092
 PD1092  NAD 83(1992)-  44 37 33.31810(N)    067 32 56.50310(W) AD(       ) 2
 PD1092  NAD 83(1986)-  44 37 33.31414(N)    067 32 56.50577(W) AD(       ) 2
 PD1092  NAD 27      -  44 37 33.03400(N)    067 32 58.53800(W) AD(       ) 2
 PD1092
 PD1092.Superseded values are not recommended for survey control.
 PD1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1092.See file dsdata.txt to determine how the superseded data were derived.
 PD1092
 PD1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK1510142420(NAD 83)
 PD1092_MARKER: H = DRILL HOLE
 PD1092_SETTING: 66 = SET IN ROCK OUTCROP
 PD1092_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 PD1092
 PD1092  HISTORY     - Date     Condition        Report By
 PD1092  HISTORY     - 1862     MONUMENTED       CGS
 PD1092  HISTORY     - 1913     GOOD             CGS
 PD1092  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PD1092  HISTORY     - 1946     GOOD             CGS
 PD1092  HISTORY     - 1959     GOOD             CGS
 PD1092  HISTORY     - 1960     GOOD             CGS
 PD1092  HISTORY     - 1973     GOOD             MEDT
 PD1092
 PD1092                          STATION DESCRIPTION
 PD1092
 PD1092'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 PD1092'STATION IS ON THE HIGHEST POINT OF THE HILL KNOWN AS SAWYERS HILL,
 PD1092'ON LOOKS HEAD, AT WESTERN SIDE OF THE ENTRANCE TO CHANDLER RIVER AND
 PD1092'ABOUT 3 MILES SE OF JONESBORO.  THERE ARE SEVERAL HOUSES AND
 PD1092'CLEARED FIELDS JUST N OF THE HILL.  THE HILL IS COVERED WITH A
 PD1092'DENSE GROWTH OF TREES AND BRUSH, AND CONSIDERABLE CUTTING WOULD
 PD1092'BE REQUIRED TO OPEN LINES IN ANY DIRECTION.  THE STATION IS ON
 PD1092'A BARE AND OPEN LEDGE AND MARKED BY A DRILL HOLE SURROUNDED BY
 PD1092'A TRIANGLE CUT IN THE ROCK.
 PD1092
 PD1092                          STATION RECOVERY (1934)
 PD1092
 PD1092'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PD1092'STATION IS ON THE HIGHEST POINT OF THE HILL KNOWN AS SAWYERS HILL
 PD1092'ON LOOKS HEAD, ON THE W SIDE OF CHANDLER RIVER ABOUT 3 MILES S OF
 PD1092'JONESBORO.  IT IS ON THE HIGHEST POINT OF THE HILL, ON BARE LEDGE,
 PD1092'SURROUNDED BY TREES.  BOTH REFERENCE MARKS ARE ON THE SURROUNDING
 PD1092'BARE LEDGE.
 PD1092'
 PD1092'STATION RE-MARKED AND TWO REFERENCE MARKS ESTABLISHED.  ALL
 PD1092'MARKS ARE STANDARD DISKS WEDGED IN DRILL HOLES IN OUTCROPPING
 PD1092'BEDROCK.
 PD1092'
 PD1092'TO REACH FROM JONESBORO GO S ON THE ROAD LEADING DOWN THE W SIDE OF
 PD1092'CHANDLER RIVER 3 MILES TO ITS END.  TURN RIGHT ON WAGON ROAD AT
 PD1092'LAST HOUSE ON THE RIGHT AND FOLLOW ACROSS A MEADOW, PAST A CEMETERY
 PD1092'AND ABOUT 100 YARDS INTO THE WOODS.  FROM HERE WALK NW THROUGH
 PD1092'THE WOODS TO THE SUMMIT OF THE HILL.
 PD1092
 PD1092                          STATION RECOVERY (1946)
 PD1092
 PD1092'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 PD1092'THE STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 PD1092'
 PD1092'REFERENCE MARK DISTANCES WERE MEASURED AND FOUND TO BE CORRECT.
 PD1092'
 PD1092'THE EXISTING DESCRIPTION IS ADEQUATE.
 PD1092
 PD1092                          STATION RECOVERY (1959)
 PD1092
 PD1092'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GFW)
 PD1092'STATION MARK AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 PD1092'DISTANCES TO R.M. NO. 1 AND R.M. NO. 2 WERE VERIFIED.  THE
 PD1092'PUBLISHED DESCRIPTION BY K.G.C. IN 1934 IS ADEQUATE AND
 PD1092'COMPLETE.  THE WOODEN STAND BUILT OVER THE STATION IN 1934 WAS
 PD1092'STILL STANDING AT THE TIME OF THIS RECOVERY.
 PD1092
 PD1092                          STATION RECOVERY (1960)
 PD1092
 PD1092'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HRL)
 PD1092'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.  A
 PD1092'CHECK WAS MADE OF THE DISTANCE AND DIRECTION TO THE MARKS AND A
 PD1092'DIFFERENCE WAS FOUND.
 PD1092'
 PD1092'A COMPLETE NEW DESCRIPTION FOLLOWS--STATION IS ON THE HIGHEST
 PD1092'POINT OF THE HILL KNOWN AS SAWYERS HILL ON LOOKS HEAD, ON THE WEST
 PD1092'SIDE OF CHANDLER RIVER ABOUT 3 MILES SOUTH OF JONESBORO AND ABOUT
 PD1092'7-1/2 MILES SOUTHWEST OF MACHIAS.  IT IS 14-1/2 FEET NORTHWEST
 PD1092'OF A 5 INCH SPRUCE TREE WITH TRIANGLE BLAZE, 9-1/2 FEET NORTH OF
 PD1092'A 8 INCH SPRUCE TREE WITH TRIANGLE BLAZE AND 9 FEET SOUTHWEST OF
 PD1092'A 6 INCH SPRUCE TREE WITH TRIANGLE BLAZE.  STATION IS MARKED BY
 PD1092'A STANDARD TRIANGULATION DISK CEMENTED FLUSH IN DRILLHOLE IN
 PD1092'OUTCROPPING ROCK AND THE DISK IS STAMPED SAWYER 1862 1934.
 PD1092'
 PD1092'TO REACH STATION FROM THE ROAD INTERSECTION AT THE POST OFFICE
 PD1092'IN JONESBORO, GO SOUTHEAST FOR 3.2 MILES TO LOOKS POINT AND END
 PD1092'OF ROAD, TURN RIGHT ON DIM TRACK ROAD (NORTHWEST OF MR. SAMUEL
 PD1092'LOOKS RESIDENCE) AND GO SOUTHWEST FOR 0.1 MILE TO CEMETERY ON
 PD1092'LEFT.  THIS IS END OF TRUCK TRAVEL.  PACK SOUTHWEST ACROSS MEADOW
 PD1092'AND ALONG OLD WOODS ROAD FOR ABOUT 1/4 MILE TO A POINT SOUTH OF
 PD1092'TIMBERED SUMMIT, THENCE NORTH ABOUT 200 YARDS TO SUMMIT AND
 PD1092'STATION.
 PD1092'
 PD1092'REFERENCE MARK NO. 1, IS 14 FEET NORTH OF A 6 INCH SPRUCE TREE
 PD1092'WITH TRIANGLE BLAZE AND 4 FEET SOUTH OF ROCK LEDGE.  IT IS MARKED
 PD1092'BY A STANDARD DISK CEMENTED FLUSH IN DRILLHOLE IN OUTCROPPING
 PD1092'ROCK AND THE DISK IS STAMPED SAWYER NO 1 1934.
 PD1092'
 PD1092'REFERENCE MARK NO. 2, IS 9 FEET EAST OF A 5 INCH SPRUCE TREE WITH
 PD1092'TRIANGLE BLAZE AND 15 FEET NORTH OF A 8 INCH SPRUCE TREE WITH
 PD1092'TRIANGLE BLAZE.  IT IS MARKED BY A STANDARD DISK CEMENTED
 PD1092'FLUSH IN A DRILLHOLE IN OUTCROPPING ROCK AND THE DISK IS
 PD1092'STAMPED SAWYER NO 2 1934.
 PD1092'
 PD1092'DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 PD1092'IS 31.89 FEET OR 9.720 METERS.
 PD1092'
 PD1092'HEIGHT OF STAND ABOVE STATION MARK 5.65 METERS.
 PD1092
 PD1092                          STATION RECOVERY (1973)
 PD1092
 PD1092'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1973 (BJR)
 PD1092'SAWYER GOOD
 PD1092'
 PD1092'RM 1 GOOD
 PD1092'
 PD1092'RM 2 GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1104 ***********************************************************************
 PD1104  DESIGNATION -  SAWYERS COVE CHURCH SPIRE
 PD1104  PID         -  PD1104
 PD1104  STATE/COUNTY-  ME/WASHINGTON
 PD1104  USGS QUAD   -  JONESPORT (1977)
 PD1104
 PD1104                         *CURRENT SURVEY CONTROL
 PD1104  ___________________________________________________________________
 PD1104* NAD 83(1996)-  44 31 57.97115(N)    067 35 44.35386(W)     ADJUSTED  
 PD1104* NAVD 88     -                                                        
 PD1104  ___________________________________________________________________
 PD1104  LAPLACE CORR-           3.41  (seconds)                    DEFLEC99
 PD1104  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 PD1104
 PD1104  HORZ ORDER  -  THIRD
 PD1104
 PD1104.The horizontal coordinates were established by classical geodetic methods
 PD1104.and adjusted by the National Geodetic Survey in March 1998..
 PD1104
 PD1104
 PD1104.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1104
 PD1104.The geoid height was determined by GEOID03.
 PD1104
 PD1104;                    North         East     Units Scale Factor Converg.
 PD1104;SPC ME E     -    96,624.545   371,874.821   MT  0.99996351   +0 38 03.3
 PD1104;UTM  19      - 4,932,008.281   611,580.008   MT  0.99975311   +0 59 06.0
 PD1104
 PD1104                          SUPERSEDED SURVEY CONTROL
 PD1104
 PD1104  NAD 83(1992)-  44 31 57.96691(N)    067 35 44.35293(W) AD(       ) 4
 PD1104  NAD 83(1986)-  44 31 57.96280(N)    067 35 44.35599(W) AD(       ) 4
 PD1104  NAD 27      -  44 31 57.68000(N)    067 35 46.38700(W) AD(       ) 3
 PD1104
 PD1104.Superseded values are not recommended for survey control.
 PD1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1104.See file dsdata.txt to determine how the superseded data were derived.
 PD1104
 PD1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK1158032008(NAD 83)
 PD1104
 PD1104  HISTORY     - Date     Condition        Report By
 PD1104  HISTORY     - 1913     MONUMENTED       CGS
 PD1104  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PD1104  HISTORY     - 1945     SEE DESCRIPTION  CGS
 PD1104  HISTORY     - 1959     SEE DESCRIPTION  CGS
 PD1104
 PD1104                          STATION DESCRIPTION
 PD1104
 PD1104'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (OBF)
 PD1104'THE TALL SLENDER, DARK GRAY SPIRE ON THE S END OF THE
 PD1104'CONGREGATIONAL CHURCH, NEAR THE SHORE OF SAWYERS COVE IN
 PD1104'JONESPORT, ON THE N SIDE OF A SHORT ROAD WHICH IS SOME 150 METERS
 PD1104'S OF THE MAIN ROAD ALONG THE SHORE OF MOOSE-A-BEC REACH, AND
 PD1104'JUST E OF THE ROAD WHICH CONNECTS THE OTHER TWO ROADS NEAR THE
 PD1104'W END OF THE SOUTHERN ROAD.  JUST ACROSS THE ROAD FROM SAWYERS
 PD1104'LARGE STORE AND LESS THAN 100 METERS FROM THE WHARVES AT
 PD1104'SAWYERS COVE.
 PD1104
 PD1104                          STATION RECOVERY (1934)
 PD1104
 PD1104'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PD1104'STATION RECOVERED AS DESCRIBED.  THIS IS AN INTERSECTION STATION.
 PD1104
 PD1104                          STATION RECOVERY (1945)
 PD1104
 PD1104'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (FLP)
 PD1104'STATION RECOVERED AS DESCRIBED, EXCEPT THE SPIRE IS NOW PAINTED
 PD1104'WHITE, AS IS THE ENTIRE CHURCH.  THE SPIRE CONTAINS CLOCK.
 PD1104
 PD1104                          STATION RECOVERY (1959)
 PD1104
 PD1104'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GFW)
 PD1104'THIS INTERSECTION STATION RECOVERED IN GOOD CONDITION.  THE
 PD1104'PUBLISHED DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1899 ***********************************************************************
 OC1899  DESIGNATION -  SCARBORO GREEN STANDPIPE
 OC1899  PID         -  OC1899
 OC1899  STATE/COUNTY-  ME/CUMBERLAND
 OC1899  USGS QUAD   -  PROUTS NECK (1978)
 OC1899
 OC1899                         *CURRENT SURVEY CONTROL
 OC1899  ___________________________________________________________________
 OC1899* NAD 83(1996)-  43 35 26.59421(N)    070 20 11.19738(W)     ADJUSTED  
 OC1899* NAVD 88     -                                                        
 OC1899  ___________________________________________________________________
 OC1899  LAPLACE CORR-           3.84  (seconds)                    DEFLEC99
 OC1899  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 OC1899
 OC1899  HORZ ORDER  -  THIRD
 OC1899
 OC1899.The horizontal coordinates were established by classical geodetic methods
 OC1899.and adjusted by the National Geodetic Survey in March 1998..
 OC1899
 OC1899
 OC1899.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1899
 OC1899.The geoid height was determined by GEOID03.
 OC1899
 OC1899;                    North         East     Units Scale Factor Converg.
 OC1899;SPC ME W     -    84,154.557   886,290.028   MT  0.99996898   -0 07 01.4
 OC1899;UTM  19      - 4,827,284.327   392,117.513   MT  0.99974316   -0 55 17.7
 OC1899
 OC1899                          SUPERSEDED SURVEY CONTROL
 OC1899
 OC1899  NAD 83(1992)-  43 35 26.59279(N)    070 20 11.19845(W) AD(       ) 4
 OC1899  NAD 83(1986)-  43 35 26.59881(N)    070 20 11.20425(W) AD(       ) 4
 OC1899  NAD 27      -  43 35 26.29100(N)    070 20 13.03100(W) AD(       ) 3
 OC1899
 OC1899.Superseded values are not recommended for survey control.
 OC1899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1899.See file dsdata.txt to determine how the superseded data were derived.
 OC1899
 OC1899_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9211827284(NAD 83)
 OC1899_MARKER: 52 = STANDPIPE TANK
 OC1899_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OC1899+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2005
 OC1899
 OC1899  HISTORY     - Date     Condition        Report By
 OC1899  HISTORY     - 1928     FIRST OBSERVED   CGS
 OC1899  HISTORY     - 1942     GOOD             CGS
 OC1899  HISTORY     - 1943     GOOD             CGS
 OC1899  HISTORY     - 1943     GOOD             CGS
 OC1899  HISTORY     - 1957     GOOD             CGS
 OC1899  HISTORY     - 1975     GOOD             NGS
 OC1899  HISTORY     - 20050314 GOOD             USPSQD
 OC1899
 OC1899                          STATION DESCRIPTION
 OC1899
 OC1899'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (GCM)
 OC1899'THE CENTER OF THE HIGH PROMINENT STANDPIPE ON THE W SIDE OF THE
 OC1899'MAIN ROAD S FROM PORTLAND, AT SCARBORO.  THIS TANK IS OWNED BY
 OC1899'THE PORTLAND WATER DISTRICT.  IT WAS PAINTED GREEN IN 1928.  THERE
 OC1899'IS A PLATFORM ENCIRCLING THE TANK AT THE TOP EDGE.
 OC1899
 OC1899                          STATION RECOVERY (1942)
 OC1899
 OC1899'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OC1899'RECOVERED AS DESCRIBED WITH THE FOLLOWING DISCREPANCY--
 OC1899'
 OC1899'THE STANDPIPE IS NOW PAINTED GREY AND IS LOCATED IN THE TOWN
 OC1899'OF OAK HILL WHICH IS WITHIN THE TOWN LINE OF SCARBORO.
 OC1899
 OC1899                          STATION RECOVERY (1943)
 OC1899
 OC1899'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 OC1899'A GRAY STANDPIPE AT OAK HILL, 300 FEET W OF U.S. HIGHWAY 1 IN AN
 OC1899'OPEN FIELD, ATOP A HILL.  STANDPIPE HAS LADDER ON S SIDE AND
 OC1899'WALKWAY WITH FENCE AROUND THE TOP ON S SIDE OF STANDPIPE.  NOW
 OC1899'BARELY DISCERNIBLE IS LETTERING PORTLAND WATER DIST. NO. 6 35X90
 OC1899'CAP. 646,100 GALS. 1926.  HIGH IRON FENCE IS AROUND SQUARE PLOT
 OC1899'OF GROUND ON WHICH STANDPIPE IS SITUATED.
 OC1899
 OC1899                          STATION RECOVERY (1943)
 OC1899
 OC1899'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 OC1899'STANDPIPE RECOVERED AS DESCRIBED.  ORIGINAL DESCRIPTION ADEQUATE.
 OC1899
 OC1899                          STATION RECOVERY (1957)
 OC1899
 OC1899'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (FBM)
 OC1899'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 OC1899'CONDITION.  THE PREVIOUS DESCRIPTION IS ADEQUATE.
 OC1899'
 OC1899'THIS IS AN INTERSECTION STATION.
 OC1899
 OC1899                          STATION RECOVERY (1975)
 OC1899
 OC1899'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 OC1899'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN
 OC1899'1957.  THE DESCRIPTION WAS FOUND TO BE ADEQUATE.
 OC1899
 OC1899                          STATION RECOVERY (2005)
 OC1899
 OC1899'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMW)
 OC1899'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1913 ***********************************************************************
 OC1913  DESIGNATION -  SCARBORO STATE POLICE MICRO
 OC1913  PID         -  OC1913
 OC1913  STATE/COUNTY-  ME/CUMBERLAND
 OC1913  USGS QUAD   -  PROUTS NECK (1978)
 OC1913
 OC1913                         *CURRENT SURVEY CONTROL
 OC1913  ___________________________________________________________________
 OC1913* NAD 83(1996)-  43 35 55.79045(N)    070 19 16.75339(W)     ADJUSTED  
 OC1913* NAVD 88     -                                                        
 OC1913  ___________________________________________________________________
 OC1913  LAPLACE CORR-           3.69  (seconds)                    DEFLEC99
 OC1913  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 OC1913
 OC1913  HORZ ORDER  -  THIRD
 OC1913
 OC1913.The horizontal coordinates were established by classical geodetic methods
 OC1913.and adjusted by the National Geodetic Survey in March 1998..
 OC1913
 OC1913
 OC1913.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1913
 OC1913.The geoid height was determined by GEOID03.
 OC1913
 OC1913;                    North         East     Units Scale Factor Converg.
 OC1913;SPC ME W     -    85,053.206   887,512.957   MT  0.99996858   -0 06 23.9
 OC1913;UTM  19      - 4,828,165.515   393,352.659   MT  0.99973990   -0 54 40.6
 OC1913
 OC1913                          SUPERSEDED SURVEY CONTROL
 OC1913
 OC1913  NAD 83(1992)-  43 35 55.78907(N)    070 19 16.75447(W) AD(       ) 4
 OC1913  NAD 83(1986)-  43 35 55.79509(N)    070 19 16.76025(W) AD(       ) 4
 OC1913  NAD 27      -  43 35 55.49755(N)    070 19 18.59778(W) AD(       ) 3
 OC1913
 OC1913.Superseded values are not recommended for survey control.
 OC1913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1913.See file dsdata.txt to determine how the superseded data were derived.
 OC1913
 OC1913_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9335328166(NAD 83)
 OC1913_MARKER: 45 = MICROWAVE TOWER
 OC1913
 OC1913  HISTORY     - Date     Condition        Report By
 OC1913  HISTORY     - 1976     FIRST OBSERVED   NGS
 OC1913  HISTORY     - 20050314 MARK NOT FOUND   USPSQD
 OC1913
 OC1913                          STATION DESCRIPTION
 OC1913
 OC1913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC1913'THE STATION IS A 140 FEET MICROWAVE TOWER LOCATED AT THE
 OC1913'STATE POLICE BUILDING ON U.S. ROUTE 1 IN SCARBORO. THE
 OC1913'TOWER IS FOUR-LEGGED, SILVER AND THE CALL LETTERS ARE
 OC1913'WBN 340.   THE POINT INTERSECTED WAS THE TOP CENTER
 OC1913'OF THE TOWER.
 OC1913
 OC1913                          STATION RECOVERY (2005)
 OC1913
 OC1913'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMW)
 OC1913'THE STATE POLICE ARE NO LONGER AT THE LOCATION AND NO TOWER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1908 ***********************************************************************
 OC1908  DESIGNATION -  SCARBOROUGH BLUEPOINT SPIPE
 OC1908  PID         -  OC1908
 OC1908  STATE/COUNTY-  ME/CUMBERLAND
 OC1908  USGS QUAD   -  PROUTS NECK (1978)
 OC1908
 OC1908                         *CURRENT SURVEY CONTROL
 OC1908  ___________________________________________________________________
 OC1908* NAD 83(1996)-  43 33 08.75401(N)    070 21 31.50557(W)     ADJUSTED  
 OC1908* NAVD 88     -                                                        
 OC1908  ___________________________________________________________________
 OC1908  LAPLACE CORR-           3.55  (seconds)                    DEFLEC99
 OC1908  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 OC1908
 OC1908  HORZ ORDER  -  THIRD
 OC1908
 OC1908.The horizontal coordinates were established by classical geodetic methods
 OC1908.and adjusted by the National Geodetic Survey in March 1998..
 OC1908
 OC1908
 OC1908.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1908
 OC1908.The geoid height was determined by GEOID03.
 OC1908
 OC1908;                    North         East     Units Scale Factor Converg.
 OC1908;SPC ME W     -    79,904.569   884,478.778   MT  0.99996963   -0 07 56.5
 OC1908;UTM  19      - 4,823,061.125   390,247.208   MT  0.99974817   -0 56 10.7
 OC1908
 OC1908                          SUPERSEDED SURVEY CONTROL
 OC1908
 OC1908  NAD 83(1992)-  43 33 08.75267(N)    070 21 31.50674(W) AD(       ) 4
 OC1908  NAD 83(1986)-  43 33 08.75861(N)    070 21 31.51271(W) AD(       ) 4
 OC1908  NAD 27      -  43 33 08.45983(N)    070 21 33.35168(W) AD(       ) 3
 OC1908
 OC1908.Superseded values are not recommended for survey control.
 OC1908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1908.See file dsdata.txt to determine how the superseded data were derived.
 OC1908
 OC1908_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9024723061(NAD 83)
 OC1908_MARKER: 52 = STANDPIPE TANK
 OC1908_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OC1908+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2005
 OC1908
 OC1908  HISTORY     - Date     Condition        Report By
 OC1908  HISTORY     - 1975     FIRST OBSERVED   NGS
 OC1908  HISTORY     - 20050314 GOOD             USPSQD
 OC1908
 OC1908                          STATION DESCRIPTION
 OC1908
 OC1908'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 OC1908'THE STATION, IS THE BALL VENT STACK AT THE TOP-CENTER OF A
 OC1908'STANDPIPE.  LOCATED IN THE TOWN OF SCARBORO AT BLUE POINT ON THE
 OC1908'PINE POINT ROAD 1.0 MILE NORTH WEST OF THE INTERSECTION OF THE
 OC1908'PINE POINT ROAD AND EAST GRAND AVE.
 OC1908
 OC1908                          STATION RECOVERY (2005)
 OC1908
 OC1908'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMW)
 OC1908'THE SPIPE IS SILVER COLORED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1912 ***********************************************************************
 OC1912  DESIGNATION -  SCARBOROUGH FAA MICROWAVE
 OC1912  PID         -  OC1912
 OC1912  STATE/COUNTY-  ME/CUMBERLAND
 OC1912  USGS QUAD   -  PROUTS NECK (1978)
 OC1912
 OC1912                         *CURRENT SURVEY CONTROL
 OC1912  ___________________________________________________________________
 OC1912* NAD 83(1996)-  43 36 13.30070(N)    070 19 21.90880(W)     ADJUSTED  
 OC1912* NAVD 88     -                                                        
 OC1912  ___________________________________________________________________
 OC1912  LAPLACE CORR-           3.74  (seconds)                    DEFLEC99
 OC1912  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 OC1912
 OC1912  HORZ ORDER  -  THIRD
 OC1912
 OC1912.The horizontal coordinates were established by classical geodetic methods
 OC1912.and adjusted by the National Geodetic Survey in March 1998..
 OC1912
 OC1912
 OC1912.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1912
 OC1912.The geoid height was determined by GEOID03.
 OC1912
 OC1912;                    North         East     Units Scale Factor Converg.
 OC1912;SPC ME W     -    85,593.812   887,398.345   MT  0.99996862   -0 06 27.5
 OC1912;UTM  19      - 4,828,707.553   393,245.675   MT  0.99974018   -0 54 44.4
 OC1912
 OC1912                          SUPERSEDED SURVEY CONTROL
 OC1912
 OC1912  NAD 83(1992)-  43 36 13.29934(N)    070 19 21.90982(W) AD(       ) 4
 OC1912  NAD 83(1986)-  43 36 13.30537(N)    070 19 21.91562(W) AD(       ) 4
 OC1912  NAD 27      -  43 36 13.01032(N)    070 19 23.74848(W) AD(       ) 3
 OC1912
 OC1912.Superseded values are not recommended for survey control.
 OC1912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1912.See file dsdata.txt to determine how the superseded data were derived.
 OC1912
 OC1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ9324628708(NAD 83)
 OC1912_MARKER: 44 = MICROWAVE MAST
 OC1912
 OC1912  HISTORY     - Date     Condition        Report By
 OC1912  HISTORY     - 1975     FIRST OBSERVED   NGS
 OC1912
 OC1912                          STATION DESCRIPTION
 OC1912
 OC1912'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 OC1912'THE STATION, SCARBORO FEDERAL AVIATION AGENCY MICROWAVE, IS THE
 OC1912'ECCENTRIC RED LIGHT AT THE TOP OF A 160 FOOT MAST.  LOCATED IN
 OC1912'THE TOWN OF SCARBORO 300 FEET NORTH OF A T INTERSECTION ON
 OC1912'ELMWOOD AVE 0.15 MILES NORTH OF INTERSECTION OF ELMWOOD AND ROUTE
 OC1912'1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1909 ***********************************************************************
 OC1909  DESIGNATION -  SCARBOROUGH RAD STA WJBQ MAST
 OC1909  PID         -  OC1909
 OC1909  STATE/COUNTY-  ME/CUMBERLAND
 OC1909  USGS QUAD   -  PROUTS NECK (1978)
 OC1909
 OC1909                         *CURRENT SURVEY CONTROL
 OC1909  ___________________________________________________________________
 OC1909* NAD 83(1996)-  43 35 22.31408(N)    070 22 19.74136(W)     ADJUSTED  
 OC1909* NAVD 88     -                                                        
 OC1909  ___________________________________________________________________
 OC1909  LAPLACE CORR-           4.03  (seconds)                    DEFLEC99
 OC1909  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 OC1909
 OC1909  HORZ ORDER  -  THIRD
 OC1909
 OC1909.The horizontal coordinates were established by classical geodetic methods
 OC1909.and adjusted by the National Geodetic Survey in March 1998..
 OC1909
 OC1909
 OC1909.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1909
 OC1909.The geoid height was determined by GEOID03.
 OC1909
 OC1909;                    North         East     Units Scale Factor Converg.
 OC1909;SPC ME W     -    84,028.977   883,406.288   MT  0.99997005   -0 08 30.0
 OC1909;UTM  19      - 4,827,199.268   389,232.936   MT  0.99975092   -0 56 46.2
 OC1909
 OC1909                          SUPERSEDED SURVEY CONTROL
 OC1909
 OC1909  NAD 83(1992)-  43 35 22.31276(N)    070 22 19.74241(W) AD(       ) 4
 OC1909  NAD 83(1986)-  43 35 22.31888(N)    070 22 19.74825(W) AD(       ) 4
 OC1909  NAD 27      -  43 35 22.03068(N)    070 22 21.57853(W) AD(       ) 3
 OC1909
 OC1909.Superseded values are not recommended for survey control.
 OC1909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1909.See file dsdata.txt to determine how the superseded data were derived.
 OC1909
 OC1909_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ8923327199(NAD 83)
 OC1909_MARKER: 42 = RADIO/TV MAST
 OC1909_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OC1909+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2005
 OC1909
 OC1909  HISTORY     - Date     Condition        Report By
 OC1909  HISTORY     - 1975     FIRST OBSERVED   NGS
 OC1909  HISTORY     - 20050314 GOOD             USPSQD
 OC1909
 OC1909                          STATION DESCRIPTION
 OC1909
 OC1909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 OC1909'THE STATION, SCARBOROUGH WJBQ RADIO MAST, IS THE TOP-CENTER OF
 OC1909'THE 250 FOOT TALL, TUBULAR STEEL, 3 LEGGED, MAST BELONGING TO
 OC1909'WJBQ RADIO.  THE MAST IS LOCATED IN THE TOWN OF SCARBOROUGH ON
 OC1909'THE TWO ROD ROAD 0.5 MILES FROM THE JUNCTION OF THE PAYNE ROAD
 OC1909'AND 0.2 MILES FROM JUNCTION SCOTTOW HILL ROAD.
 OC1909
 OC1909                          STATION RECOVERY (2005)
 OC1909
 OC1909'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMW)
 OC1909'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1429 ***********************************************************************
 QG1429  DESIGNATION -  SCHOODIC
 QG1429  PID         -  QG1429
 QG1429  STATE/COUNTY-  ME/PISCATAQUIS
 QG1429  USGS QUAD   -  SEBOEIS LAKE (1988)
 QG1429
 QG1429                         *CURRENT SURVEY CONTROL
 QG1429  ___________________________________________________________________
 QG1429* NAD 83(1996)-  45 27 29.08852(N)    068 58 11.01008(W)     ADJUSTED  
 QG1429* NAVD 88     -       317.     (meters)    1040.     (feet)  SCALED    
 QG1429  ___________________________________________________________________
 QG1429  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 QG1429  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 QG1429
 QG1429  HORZ ORDER  -  THIRD
 QG1429
 QG1429.The horizontal coordinates were established by classical geodetic methods
 QG1429.and adjusted by the National Geodetic Survey in March 1998..
 QG1429
 QG1429.The orthometric height was scaled from a topographic map.
 QG1429
 QG1429.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1429
 QG1429.The geoid height was determined by GEOID03.
 QG1429
 QG1429;                    North         East     Units Scale Factor Converg.
 QG1429;SPC ME E     -   199,155.072   263,263.648   MT  0.99991659   -0 20 05.3
 QG1429;UTM  19      - 5,033,839.793   502,367.042   MT  0.99960007   +0 01 17.7
 QG1429
 QG1429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1429!SPC ME E     -   0.99995418  x   0.99991659  =   0.99987078
 QG1429!UTM  19      -   0.99995418  x   0.99960007  =   0.99955427
 QG1429
 QG1429                          SUPERSEDED SURVEY CONTROL
 QG1429
 QG1429  NAD 83(1992)-  45 27 29.08930(N)    068 58 11.01195(W) AD(       ) 3
 QG1429  NAD 83(1986)-  45 27 29.09412(N)    068 58 11.02141(W) AD(       ) 3
 QG1429  NAD 27      -  45 27 28.91560(N)    068 58 12.87477(W) AD(       ) 3
 QG1429
 QG1429.Superseded values are not recommended for survey control.
 QG1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1429.See file dsdata.txt to determine how the superseded data were derived.
 QG1429
 QG1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL0236733840(NAD 83)
 QG1429_MARKER: DD = SURVEY DISK
 QG1429_SETTING: 66 = SET IN ROCK OUTCROP
 QG1429_SP_SET: SET IN ROCK OUTCROP
 QG1429_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QG1429+STABILITY: POSITION/ELEVATION WELL
 QG1429
 QG1429  HISTORY     - Date     Condition        Report By
 QG1429  HISTORY     - 1939     MONUMENTED       USGS
 QG1429
 QG1429                          STATION DESCRIPTION
 QG1429
 QG1429'DESCRIBED BY US GEOLOGICAL SURVEY 1939
 QG1429'ON HIGHEST POINT (E. END) OF SCHOODIC MOUNTAIN, ABOUT 1.5 MI N.
 QG1429'OF SCHOODIC STATION ON B. AND A. RR.  TO REACH FROM BROWNVILLE TAKE
 QG1429'TRAIN N. TO SCHOODIC STATION, OR DRIVE N. TO EBEEME AND WALK ALONG
 QG1429'TRACK 1.5 MI TO SCHOODIC STATION, OR TAKE BOAT AT KNIGHTS CAMP ON
 QG1429'SCHOODIC LAKE AND ROW N. 6.0 MI TO SCHOODIC STATION AT END OF LAKE.
 QG1429'FROM STATION WALK NE. 0.2 MI ALONG TRACKS, TURN LEFT (N.) AT PUBLIC
 QG1429'WELL AND FOLLOW OLD LOGGING RD. N. 0.75 MI TO SITE OF OLD LOGGING
 QG1429'CAMP, TURN RIGHT AND FOLLOW RD. NE. UP SIDE OF MOUNTAIN, CONTINUE
 QG1429'ALONG TOP OF RIDGE TO PEAK.
 QG1429'
 QG1429'STATION MARK,  STANDARD DISK SET IN 2-FT ROCK ABOUT 2 FT E. OF 12-IN.
 QG1429'SPRUCE TREE.
 QG1429'
 QG1429'REFERENCE MARK NO. 1, CHISELED CROSS ON TOP OF 10-FT BOULDER ON E.
 QG1429'SLOPE OF HILL, DISTANCE 68.3 FT., MAGNETIC BEARING S. 35 DEG. E.
 QG1429'
 QG1429'REFERENCE MARK NO. 2, CHISELED CROSS ON TOP OF SHARP PEAKED ROCK
 QG1429'DISTANCE 13.1 FT., MAGNETIC BEARING S. 20 DEG. W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1706 ***********************************************************************
 PE1706  DESIGNATION -  SCHOODIC MOUNTAIN FIRE TOWER
 PE1706  PID         -  PE1706
 PE1706  STATE/COUNTY-  ME/HANCOCK
 PE1706  USGS QUAD   -  SULLIVAN (1982)
 PE1706
 PE1706                         *CURRENT SURVEY CONTROL
 PE1706  ___________________________________________________________________
 PE1706* NAD 83(1996)-  44 34 24.03486(N)    068 08 48.77224(W)     ADJUSTED  
 PE1706* NAVD 88     -       130.     (meters)     427.     (feet)  SCALED    
 PE1706  ___________________________________________________________________
 PE1706  LAPLACE CORR-           4.04  (seconds)                    DEFLEC99
 PE1706  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 PE1706
 PE1706  HORZ ORDER  -  THIRD
 PE1706
 PE1706.The horizontal coordinates were established by classical geodetic methods
 PE1706.and adjusted by the National Geodetic Survey in March 1998..
 PE1706
 PE1706.The orthometric height was scaled from a topographic map.
 PE1706
 PE1706.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1706
 PE1706.The geoid height was determined by GEOID03.
 PE1706
 PE1706;                    North         East     Units Scale Factor Converg.
 PE1706;SPC ME E     -   100,795.547   328,045.354   MT  0.99990967   +0 14 52.2
 PE1706;UTM  19      - 4,935,909.927   567,735.990   MT  0.99965642   +0 35 55.5
 PE1706
 PE1706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1706!SPC ME E     -   0.99998343  x   0.99990967  =   0.99989310
 PE1706!UTM  19      -   0.99998343  x   0.99965642  =   0.99963986
 PE1706
 PE1706:                Primary Azimuth Mark                     Grid Az
 PE1706:SPC ME E     -  BURKE RESET                              078 02 14.5
 PE1706:UTM  19      -  BURKE RESET                              077 41 11.2
 PE1706
 PE1706|---------------------------------------------------------------------|
 PE1706| PID    Reference Object                     Distance      Geod. Az  |
 PE1706|                                                           dddmmss.s |
 PE1706| PD1167 BURKE RESET                         APPROX.14.0 KM 0781706.7 |
 PE1706|---------------------------------------------------------------------|
 PE1706
 PE1706                          SUPERSEDED SURVEY CONTROL
 PE1706
 PE1706  NAD 83(1992)-  44 34 24.03312(N)    068 08 48.77391(W) AD(       ) 3
 PE1706  NAD 83(1986)-  44 34 24.03098(N)    068 08 48.77811(W) AD(       ) 3
 PE1706  NAD 27      -  44 34 23.75000(N)    068 08 50.74100(W) AD(       ) 3
 PE1706
 PE1706.Superseded values are not recommended for survey control.
 PE1706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1706.See file dsdata.txt to determine how the superseded data were derived.
 PE1706
 PE1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK6773635910(NAD 83)
 PE1706
 PE1706  HISTORY     - Date     Condition        Report By
 PE1706  HISTORY     - 1934     MONUMENTED       CGS
 PE1706  HISTORY     - 1945     SEE DESCRIPTION  CGS
 PE1706
 PE1706                          STATION DESCRIPTION
 PE1706
 PE1706'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1706'THIS STATION IS THE CENTER OF THE FIRE OBSERVATION TOWER ON
 PE1706'THE SUMMIT OF SCHOODIC MOUNTAIN, WHICH IS ABOUT 12 MILES E OF
 PE1706'ELLSWORTH.
 PE1706
 PE1706                          STATION RECOVERY (1945)
 PE1706
 PE1706'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (FLP)
 PE1706'STATION RECOVERED IN GOOD CONDITION, DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1769 ***********************************************************************
 PE1769  DESIGNATION -  SCHOODIC RESET
 PE1769  PID         -  PE1769
 PE1769  STATE/COUNTY-  ME/HANCOCK
 PE1769  USGS QUAD   -  SCHOODIC HEAD (1984)
 PE1769
 PE1769                         *CURRENT SURVEY CONTROL
 PE1769  ___________________________________________________________________
 PE1769* NAD 83(1996)-  44 21 02.62785(N)    068 03 10.62050(W)     ADJUSTED  
 PE1769* NAVD 88     -       134.     (meters)     440.     (feet)  SCALED    
 PE1769  ___________________________________________________________________
 PE1769  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 PE1769  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 PE1769
 PE1769  HORZ ORDER  -  SECOND
 PE1769
 PE1769.The horizontal coordinates were established by classical geodetic methods
 PE1769.and adjusted by the National Geodetic Survey in March 1998..
 PE1769
 PE1769.The orthometric height was scaled from a topographic map.
 PE1769
 PE1769.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1769
 PE1769.The geoid height was determined by GEOID03.
 PE1769
 PE1769;                    North         East     Units Scale Factor Converg.
 PE1769;SPC ME E     -    76,097.521   335,640.715   MT  0.99991562   +0 18 45.0
 PE1769;UTM  19      - 4,911,264.940   575,480.252   MT  0.99967006   +0 39 43.4
 PE1769
 PE1769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1769!SPC ME E     -   0.99998274  x   0.99991562  =   0.99989837
 PE1769!UTM  19      -   0.99998274  x   0.99967006  =   0.99965281
 PE1769
 PE1769|---------------------------------------------------------------------|
 PE1769| PID    Reference Object                     Distance      Geod. Az  |
 PE1769|                                                           dddmmss.s |
 PE1769| PE1772 SCHOODIC RM 3                        70.187 METERS 00032     |
 PE1769| PE1767 GOULDSBORO CHURCH SPIRE             APPROX.14.3 KM 0032325.8 |
 PE1769| PE1761 BIRCH HARBOR SHORT WHITE CH         APPROX. 4.4 KM 0121823.7 |
 PE1769| PE1755 PROSPECT HARBOR TALL WHITE CH       APPROX. 6.5 KM 0181600.5 |
 PE1769| PD1166 STEUBEN CHURCH SPIRE                APPROX.19.2 KM 0220822.6 |
 PE1769| PD1077 COREA CHURCH SPIRE                  APPROX. 8.3 KM 0470122.8 |
 PE1769| PD1084 DYER BAY BARN SIDE W GABLE          APPROX.14.7 KM 0510141.3 |
 PE1769| PD1081 DYER BAY HOUSE W SIDE N CHIM        APPROX.12.5 KM 0510852.8 |
 PE1769| PD1085 DYER BAY E SIDE OF HSE CHIM         APPROX.14.0 KM 0553141.1 |
 PE1769| PD1079 BEE                                 APPROX. 8.1 KM 0564608.2 |
 PE1769| PD1067 PETIT MANAN LIGHTHOUSE              APPROX.15.2 KM 0825141.9 |
 PE1769| CE8690 SCHOODIC RM 2                        16.963 METERS 15215     |
 PE1769| CE8689 SCHOODIC RM 1                         8.029 METERS 22316     |
 PE1769| PE1813 BAR HARBOR CHURCH                   APPROX.12.9 KM 2882708.3 |
 PE1769| PE1770 WINTER HARBOR LH                    APPROX. 3.0 KM 2931047.8 |
 PE1769| PE1796 IRONBOUND ISLAND HOUSE CHIMNEY      APPROX. 8.1 KM 3035306.7 |
 PE1769| PE1759 GRINDSTONE NECK STANDPIPE           APPROX. 4.8 KM 3153826.2 |
 PE1769| PE1800 STAVE POLE WITHIN SPRUCE            APPROX.11.9 KM 3242500.3 |
 PE1769| PE1788 SULLIVANS HOUSE CHIMNEY 2           APPROX.18.0 KM 3292045.8 |
 PE1769| PE1705 SULLIVANS HOUSE CHIMNEY 1           APPROX.19.9 KM 3331954.0 |
 PE1769|---------------------------------------------------------------------|
 PE1769
 PE1769                          SUPERSEDED SURVEY CONTROL
 PE1769
 PE1769  NAD 83(1992)-  44 21 02.62508(N)    068 03 10.62773(W) AD(       ) 2
 PE1769  NAD 83(1986)-  44 21 02.62285(N)    068 03 10.63313(W) AD(       ) 2
 PE1769  NAD 27      -  44 21 02.33000(N)    068 03 12.62200(W) AD(       ) 2
 PE1769
 PE1769.Superseded values are not recommended for survey control.
 PE1769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1769.See file dsdata.txt to determine how the superseded data were derived.
 PE1769
 PE1769_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK7548011265(NAD 83)
 PE1769_MARKER: H = DRILL HOLE
 PE1769_SETTING: 66 = SET IN ROCK OUTCROP
 PE1769_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 PE1769
 PE1769  HISTORY     - Date     Condition        Report By
 PE1769  HISTORY     - 1931     MONUMENTED       MEGS
 PE1769  HISTORY     - 1903     GOOD             CGS
 PE1769  HISTORY     - 1929     SEE DESCRIPTION  MEGS
 PE1769  HISTORY     - 1931     SEE DESCRIPTION  MEGS
 PE1769  HISTORY     - 1934     GOOD             CGS
 PE1769  HISTORY     - 1965     GOOD             CGS
 PE1769  HISTORY     - 1968     GOOD             CGS
 PE1769  HISTORY     - 1971     SEE DESCRIPTION  NGS
 PE1769  HISTORY     - 1990     GOOD             USPSQD
 PE1769  HISTORY     - 20060619 GOOD             INDIV
 PE1769
 PE1769                          STATION DESCRIPTION
 PE1769
 PE1769'DESCRIBED BY COAST AND GEODETIC SURVEY 1903
 PE1769'ON THE SUMMIT OF SCHOODIC MOUNTAIN, WHICH IS LOCATED IN THE SE
 PE1769'PART OF SCHOODIC PENINSULA, ABOUT 3-1/2 MILES S OF THE TOWN OF
 PE1769'WINTER HARBOR.
 PE1769'
 PE1769'THE STATION IS NEAR THE NE EDGE OF THE SUMMIT AND IS ABOUT 500
 PE1769'METERS FROM THE W SHORE OF SCHOODIC HARBOR.  A GOOD
 PE1769'ROAD FROM WINTER HARBOR LEADS DIRECTLY TO THE SUMMIT.  THE
 PE1769'STATION IS MARKED BY A DRILLED HOLE IN A ROCK.  IN 1903 THE TOP
 PE1769'OF THE MOUNTAIN WAS COVERED BY A THICK GROWTH OF TREES AND
 PE1769'BUSHES.
 PE1769
 PE1769                          STATION RECOVERY (1929)
 PE1769
 PE1769'RECOVERY NOTE BY MAINE GEODETIC SURVEY 1929
 PE1769'EXTRACT FROM LETTER, DATED SEPTEMBER 26, 1929, OF H.S. SHAW,
 PE1769'EXETER, N.H., TO CAPTAIN P.C. WHITNEY.
 PE1769'
 PE1769'(JULY 31 AND OTHER DATES).  YOU WILL RECALL THAT WE VISITED
 PE1769'THIS POINT ON SEPT. 4, AND FAILED TO FIND THE STATION MARK,
 PE1769'WHICH I HAD LOOKED FOR WITHOUT SUCCESS ON SEVERAL PREVIOUS
 PE1769'OCCASIONS.  THIS IS NOT TO SAY THAT THE MARK HAS BEEN DESTROYED,
 PE1769'BUT IF IT STILL EXISTS IT IS AT LEAST NOT LIKELY TO BE
 PE1769'RECOVERED WITHOUT MORE DETAILED INFORMATION THAN WE HAD.
 PE1769
 PE1769                          STATION RECOVERY (1931)
 PE1769
 PE1769'RECOVERY NOTE BY MAINE GEODETIC SURVEY 1931
 PE1769'THE STATION IS IN THE ACADIA NATIONAL PARK, ON WHAT WAS
 PE1769'UNTIL RECENTLY KNOWN AS SCHOODIC MOUNTAIN, BUT WHICH IS NOW
 PE1769'CALLED SCHOODIC HEAD BY THE PARK AUTHORITIES, PROBABLY TO
 PE1769'DISTINGUISH IT FROM ANOTHER SCHOODIC MOUNTAIN SOME 16 MILES TO
 PE1769'THE N.  A CAR MAY BE DRIVEN TO WITHIN ABOUT 5 MINUTES WALK OF
 PE1769'THE STATION, WHICH IS ON AN EXPOSED LEDGE AT THE HIGHEST POINT
 PE1769'OF THE MOUNTAIN.
 PE1769'
 PE1769'ON JUNE 30, 1931, I FOUND WHAT WAS EVIDENTLY THE DRILL HOLE
 PE1769'WHICH MARKED THE STATION, BUT IT WAS FILLED WITH DIRT, WHICH
 PE1769'WAS THE REASON I HAD FAILED TO FIND IT ON VISITS TO THE
 PE1769'MOUNTAIN DURING THE PREVIOUS TWO YEARS.
 PE1769'
 PE1769'ON AUGUST 18, 1931, I CEMENTED A STANDARD STATE SURVEY TABLET
 PE1769'IN THE HOLE AND SET TWO STANDARD REFERENCE TABLETS IN EXPOSED
 PE1769'LEDGE, THE HORIZONTAL DISTANCES OF THE REFERENCE
 PE1769'MARKS FROM THE STATION BEING AS FOLLOWS--NO. 1, 26.35 FEET,
 PE1769'NO. 2, 55.62 FEET.  NO. 1 IS ABOUT
 PE1769'2.2 FEET AND NO. 2 ABOUT 2.0 FEET LOWER THAN THE STATION MARK.
 PE1769'
 PE1769'THERE IS A GOOD VIEW FROM THE STATION, EXCEPT TOWARD THE W
 PE1769'WHERE IT IS SOMEWHAT OBSCURED BY SMALL TREES, BUT LINES COULD
 PE1769'EASILY BE OPENED.
 PE1769
 PE1769                          STATION RECOVERY (1934)
 PE1769
 PE1769'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1769'ON THE SUMMIT OF SCHOODIC MOUNTAIN WHICH LIES ABOUT 4 MILES S OF
 PE1769'THE TOWN OF WINTER HARBOR.  THE MOUNTAIN IS IN THE ACADIA NATIONAL
 PE1769'PARK AND IS NOW KNOWN AS SCHOODIC HEAD.
 PE1769'
 PE1769'THE STATION WAS RE-MARKED IN 1931 BY H.S. SHAW, AND TWO REFERENCE
 PE1769'MARKS WERE ESTABLISHED AT THAT TIME.  ALL THREE WERE RECOVERED IN
 PE1769'GOOD CONDITION.
 PE1769'
 PE1769'TO REACH THE STATION FROM WINTER HARBOR, GO E ON HIGHWAY 186, 0.6
 PE1769'MILE AND THEN TURN RIGHT ON THE GRAVEL ROAD.  FOLLOW 3.8 MILES
 PE1769'AND TURN LEFT AT SIGN MOUNTAIN ROAD.  CONTINUE 1 MILE TO PARKING
 PE1769'CIRCLE ON TOP.  CONTINUE E ON PATH TO THE SUMMIT AND STATION ABOUT
 PE1769'200 METERS DISTANT.
 PE1769'
 PE1769'A 20-FOOT TRIPOD AND SCAFFOLD WAS ERECTED OVER THE STATION.
 PE1769'
 PE1769'NOTE--FROM LETTER.  MR. CARROLL F. MERRIAM, PENNSYLVANIA WATER
 PE1769'AND POWER COMPANY, BALTIMORE, MD., DATED AUGUST 20, 1940.
 PE1769'
 PE1769'ON MY VACATION I VISITED SCHOODIC IN ACADIA NATIONAL PARK AND
 PE1769'FOUND THE MARKER WITHOUT DIFFICULTY BUT NOT HAVING THE STATION
 PE1769'DESCRIPTION I DID NOT FIND ANY REFERENCE MARKS.
 PE1769
 PE1769                          STATION RECOVERY (1965)
 PE1769
 PE1769'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (NCS)
 PE1769'THE STATION MARK, RMS 1 AND 2 WERE FOUND IN GOOD CONDITION.  AS
 PE1769'VISIBILITY FROM THE GROUND IS VERY LIMITED BY NEW GROWTH OF
 PE1769'TREES, RM 3 WAS ESTABLISHED 230.9 FEET SOUTH, ON AN OPEN POINT.
 PE1769'
 PE1769'RM 3 IS A STANDARD DISK STAMPED SCHOODIC NO 3 1860, SET IN A
 PE1769'DRILL HOLE IN BEDROCK.  THIS MARK IS NOT INTERVISIBLE
 PE1769'WITH THE STATION FROM THE GROUND.  ANGLE WAS TURNED FROM THE
 PE1769'REFERENCE MARK TO A TARGET 7 FEET ABOVE THE STATION BY TYING
 PE1769'BRANCHES OF EVERGREENS BACK, CUTTING NOT BEING PERMISSIBLE IN
 PE1769'ACADIA NATIONAL PARK.  SEE DESCRIPTION OF SCHOODIC 1860 RM 3.
 PE1769'
 PE1769'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PE1769'ABOUT 3 MILES SOUTHEAST OF WINTER HARBOR AND 2.5 SOUTHWEST OF BIRCH
 PE1769'HA
 PE1769
 PE1769                          STATION RECOVERY (1968)
 PE1769
 PE1769'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NCS)
 PE1769'STATION MARK AND RMS 1, 2, AND 3 WERE RECOVERED IN GOOD
 PE1769'CONDITION, AS DESCRIBED IN 1965.  BECAUSE OF THE GROWTH OF
 PE1769'TREES AT THE STATION, RM 3 WAS USED AS A STATION MARK.
 PE1769'
 PE1769'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PE1769'3.3 MILES SOUTHEAST OF WINTER HARBOR.
 PE1769
 PE1769                          STATION RECOVERY (1971)
 PE1769
 PE1769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 PE1769'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD
 PE1769'CONDITION.  DISTANCES TO RM 1 AND RM 2 CHECKED VERY CLOSELY
 PE1769'WITH OLD DISTANCES.  A COMPLETE DESCRIPTION FOLLOWS--
 PE1769'
 PE1769'STATION IS LOCATED ON SUMMIT OF SCHOODIC HEAD, ON A SMALL,
 PE1769'OPEN, BEDROCK AREA SURROUNDED BY PINE TREES, WHICH BLOCK VIEW
 PE1769'IN ALL AREAS EXCEPT VERY LIMITED VIEW TO NORTHWARD.
 PE1769'
 PE1769'TO REACH STATION FROM THE POST OFFICE IN BIRCH HARBOR, GO WEST
 PE1769'ON STATE ROUTE 186 FOR 1.9 MILES.  TAKE T-ROAD LEFT AND FOLLOW
 PE1769'MOORE RD. SOUTH FOR 1.35 MILES.  ENTER ACADIA PARK AND CONTINUE
 PE1769'FOR 2.35 MILES TO GRAVEL SIDE ROAD LEFT.  GO LEFT FOR 0.25
 PE1769'MILE.  TAKE LEFT FORK AND GO 1.0 MILE TO END OF ROAD.  WALK
 PE1769'NORTHEAST ON DIM TRAIL ALONG PINE-COVERED HILLTOP ABOUT 150
 PE1769'YARDS TO STATION.
 PE1769'
 PE1769'STATION MARK IS A STANDARD DISK STAMPED SCHOODIC 1860,
 PE1769'CEMENTED IN A DRILL HOLE IN BEDROCK ON HIGHEST POINT.
 PE1769'
 PE1769'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED NO 1,
 PE1769'CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH GROUND, 2 FEET
 PE1769'LOWER THAN STATION.
 PE1769'
 PE1769'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED NO 2,
 PE1769'CEMENTED IN A DRILL HOLE IN A BEDROCK LEDGE PROJECTING 6 INCHES
 PE1769'ABOVE GROUND, AND 3 FEET LOWER THAN STATION MARK.
 PE1769'
 PE1769'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED
 PE1769'SCHOODIC NO 3 1860, CEMENTED IN A DRILL HOLE IN BEDROCK, DOWN
 PE1769'ON A BARE, OPEN, ROCK POINT, 21.97 FEET LOWER THAN STATION MARK.
 PE1769'
 PE1769'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PE1769'3-1/2 MILES S OF WINTER HARBOR.
 PE1769
 PE1769                          STATION RECOVERY (1990)
 PE1769
 PE1769'RECOVERY NOTE BY US POWER SQUADRON 1990 (ELG)
 PE1769'RECOVERED IN GOOD CONDITION.
 PE1769
 PE1769                          STATION RECOVERY (2006)
 PE1769
 PE1769'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JKM)
 PE1769'THE STATION MARK AND ALL THREE REFERENCE MARKS WERE RECOVERED IN GOOD
 PE1769'CONDITION.  THE 1971 STATION DESCRIPTION AND TO-REACH REMAIN ACCURATE.
 PE1769' 
 PE1769' 
 PE1769'AUTONOMOUS (NON-CORRECTED) HANDHELD GPS COORDINATES FOR RM 1 ARE 44 21
 PE1769'2.4(N) 068 03 10.9(W).  AUTONOMOUS (NON-CORRECTED) HANDHELD GPS
 PE1769'COORDINATES FOR RM 2 ARE 44 21 2.2(N) 068 03 10.3(W).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1772 ***********************************************************************
 PE1772  DESIGNATION -  SCHOODIC RM 3
 PE1772  PID         -  PE1772
 PE1772  STATE/COUNTY-  ME/HANCOCK
 PE1772  USGS QUAD   -  SCHOODIC HEAD (1984)
 PE1772
 PE1772                         *CURRENT SURVEY CONTROL
 PE1772  ___________________________________________________________________
 PE1772* NAD 83(1996)-  44 21 04.90163(N)    068 03 10.59075(W)     ADJUSTED  
 PE1772* NAVD 88     -       134.     (meters)     440.     (feet)  SCALED    
 PE1772  ___________________________________________________________________
 PE1772  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 PE1772  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 PE1772
 PE1772  HORZ ORDER  -  SECOND
 PE1772
 PE1772.The horizontal coordinates were established by classical geodetic methods
 PE1772.and adjusted by the National Geodetic Survey in March 1998..
 PE1772
 PE1772.The orthometric height was scaled from a topographic map.
 PE1772
 PE1772.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1772
 PE1772.The geoid height was determined by GEOID03.
 PE1772
 PE1772;                    North         East     Units Scale Factor Converg.
 PE1772;SPC ME E     -    76,167.701   335,640.991   MT  0.99991562   +0 18 45.1
 PE1772;UTM  19      - 4,911,335.103   575,480.100   MT  0.99967006   +0 39 43.5
 PE1772
 PE1772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1772!SPC ME E     -   0.99998274  x   0.99991562  =   0.99989837
 PE1772!UTM  19      -   0.99998274  x   0.99967006  =   0.99965281
 PE1772
 PE1772:                Primary Azimuth Mark                     Grid Az
 PE1772:SPC ME E     -  GOULDSBORO CHURCH SPIRE                  003 05 31.2
 PE1772:UTM  19      -  GOULDSBORO CHURCH SPIRE                  002 44 32.8
 PE1772
 PE1772|---------------------------------------------------------------------|
 PE1772| PID    Reference Object                     Distance      Geod. Az  |
 PE1772|                                                           dddmmss.s |
 PE1772| PE1767 GOULDSBORO CHURCH SPIRE             APPROX.14.2 KM 0032416.3 |
 PE1772| PE1761 BIRCH HARBOR SHORT WHITE CH         APPROX. 4.4 KM 0122941.3 |
 PE1772| PD1067 PETIT MANAN LIGHTHOUSE              APPROX.15.2 KM 0830728.7 |
 PE1772| PE1769 SCHOODIC RESET                       70.187 METERS 18032     |
 PE1772| PE1770 WINTER HARBOR LH                    APPROX. 3.0 KM 2915614.0 |
 PE1772| PE1763 WINTER HARBOR STANDPIPE             APPROX. 4.8 KM 3470911.7 |
 PE1772| CE8691 SCHOODIC RM 3 ECC                                  34807     |
 PE1772|---------------------------------------------------------------------|
 PE1772
 PE1772                          SUPERSEDED SURVEY CONTROL
 PE1772
 PE1772  NAD 83(1992)-  44 21 04.89887(N)    068 03 10.59797(W) AD(       ) 2
 PE1772  NAD 83(1986)-  44 21 04.89661(N)    068 03 10.60336(W) AD(       ) 2
 PE1772  NAD 27      -  44 21 04.60378(N)    068 03 12.59222(W) AD(       ) 2
 PE1772
 PE1772.Superseded values are not recommended for survey control.
 PE1772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1772.See file dsdata.txt to determine how the superseded data were derived.
 PE1772
 PE1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK7548011335(NAD 83)
 PE1772_MARKER: DR = REFERENCE MARK DISK
 PE1772_SETTING: 66 = SET IN ROCK OUTCROP
 PE1772
 PE1772  HISTORY     - Date     Condition        Report By
 PE1772  HISTORY     - 1965     MONUMENTED       CGS
 PE1772  HISTORY     - 1970     GOOD             NGS
 PE1772  HISTORY     - 1971     GOOD             NGS
 PE1772  HISTORY     - 1990     GOOD             USPSQD
 PE1772  HISTORY     - 20060619 GOOD             INDIV
 PE1772
 PE1772                          STATION DESCRIPTION
 PE1772
 PE1772'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (NCS)
 PE1772'A STANDARD REFERENCE DISK STAMPED SCHOODIC NO 3 1860, SET IN A
 PE1772'DRILL HOLE IN EXPOSED BEDROCK, ON THE SOUTHERN EXTREMITY OF A
 PE1772'OF SCHOODIC HEAD IN ACADIA NATIONAL PARK EXTENSION ON THE SCHOODIC
 PE1772'PENINSULA.  THIS SPOT GIVES CLEAR VIEW FROM NORTHEAST TO WEST, AND
 PE1772'WAS ESTABLISHED BECAUSE OF HEAVY GROWTH SURROUNDING THE STATION
 PE1772'MARK.
 PE1772'
 PE1772'TO REACH THE STATION FROM SCHOODIC 1860, PACK SOUTHWARD TO THE
 PE1772'TIP OF THE SHOULDER AND THE STATION.
 PE1772'
 PE1772'SCHOODIC RM 3
 PE1772'
 PE1772'THIS RM WAS ESTABLISHED BY SOMEONE FROM THE COAST AND GEODETIC
 PE1772'SURVEY FOR MR. C.F. MERRIAM ABOUT 1965, BY TRAVERSE FROM STATION
 PE1772'SCHOODIC 1860.  I CANT FIND ANYTHING ON IT IN THE PUBLISHED
 PE1772'DATA.  I OCCUPIED IT TO PROVE THAT SULLIVANS HOUSE CHIMNEY
 PE1772'NO. 1 1860 IS ACTUALLY THE EAST SULLIVAN UNION CHURCH CUPOLA,
 PE1772'AND ALSO TO MAKE A CHECK ON THE REBUILT CHURCH IN BAR HARBOR
 PE1772'(BAR HARBOR CONG. CHURCH SPIRE).
 PE1772
 PE1772                          STATION RECOVERY (1970)
 PE1772
 PE1772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 PE1772'STATION IS LOCATED DOWN THE NORTH SLOPE OF SCHOODIC HEAD, A
 PE1772'ROCKY, TIMBERED MOUNTAIN, 230 FEET DUE NORTH FROM STATION
 PE1772'SCHOODIC 1860, WHICH IS ON THE HIGHEST POINT OF THE HILL.
 PE1772'
 PE1772'TO REACH STATION FROM THE MAIN INTERSECTION IN WINTER HARBOR, GO
 PE1772'EAST ON STATE HIGHWAY 186 FOR 0.5 MILE.  TAKE SIDE ROAD RIGHT
 PE1772'AND FOLLOW MACADAM ROAD SOUTH ALONG WEST SIDE OF SCHOODIC
 PE1772'PENINSULA FOR 4.0 MILES TO FORK.  TAKE LEFT FORK, A GRAVELED
 PE1772'ROAD, THROUGH A PIPE GATE, AND GO 0.2 MILE TO FORK.  TAKE LEFT
 PE1772'FORK AND GO 0.9 MILE TO END OF TRUCK TRAVEL JUST WEST OF SUMMIT OF
 PE1772'HILL.  PACK NORTH ON DIM TRAIL UP ALONG RIDGE FOR ABOUT 150
 PE1772'YARDS TO SCHOODIC 1860.  CONTINUE NORTH, DOWN SLOPE, FOR 230
 PE1772'FEET TO STATION.
 PE1772'
 PE1772'STATION MARK IS A STANDARD REFERENCE MARK DISK STAMPED SCHOODIC
 PE1772'NO 3 1860, CEMENTED IN A DRILL HOLE IN BEDROCK.  A 6-INCH-SQUARE
 PE1772'POST ABOUT 4 FEET HIGH, PAINTED WHITE, IS CENTERED OVER THE MARK.
 PE1772'
 PE1772'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PE1772'3 MILES SSE OF WINTER HARBOR.
 PE1772
 PE1772                          STATION RECOVERY (1971)
 PE1772
 PE1772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 PE1772'STATION WAS ESTABLISHED BY TRAVERSE FROM SCHOODIC 1860.  LOCATED
 PE1772'ON AN OPEN, ROCKY POINT DOWNSLOPE TO NORTH FROM SCHOODIC, AND
 PE1772'21.97 FEET LOWER THAN SCHOODIC.
 PE1772'
 PE1772'TO REACH STATION FROM THE POST OFFICE AT BIRCH HARBOR, GO WEST
 PE1772'ON STATE ROUTE 186 FOR 1.9 MILES.  TAKE T-ROAD LEFT AND FOLLOW
 PE1772'MOORE RD. SOUTH FOR 1.35 MILES.  ENTER ACADIA PARK AND CONTINUE
 PE1772'FOR 2.35 MILES TO GRAVEL ROAD LEFT.  GO LEFT ON THE GRAVEL ROAD
 PE1772'FOR 0.25 MILE.  TAKE LEFT FORK AND GO 1.0 MILE TO END OF
 PE1772'ROAD.  PACK NORTHEAST ALONG PINE-COVERED RIDGE TOP FOR ABOUT
 PE1772'150 YARDS TO SCHOODIC 1860.  CONTINUE NORTH, DOWNSLOPE, FOR 230
 PE1772'FEET TO STATION.
 PE1772'
 PE1772'STATION MARK IS A REFERENCE MARK DISK, STAMPED SCHOODIC NO 3
 PE1772'1860, CEMENTED IN A DRILL HOLE IN SMALL BEDROCK KNOB.
 PE1772
 PE1772                          STATION RECOVERY (1990)
 PE1772
 PE1772'RECOVERY NOTE BY US POWER SQUADRON 1990 (ELG)
 PE1772'RECOVERED IN GOOD CONDITION.
 PE1772
 PE1772                          STATION RECOVERY (2006)
 PE1772
 PE1772'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JKM)
 PE1772'REFERENCE MARK DISK RECOVERED IN GOOD CONDITION.  THERE IS A SMALL
 PE1772'HOLE IN THE CENTER OF THE DISK, BUT THE DISK IS SOLID IN ITS SETTING
 PE1772'AND DOES NOT APPEAR OTHERWISE DAMAGED OR DISTURBED.  THE 1971
 PE1772'DESCRIPTION AND TO-REACH ARE ACCURATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2350 ***********************************************************************
 OC2350  DESIGNATION -  SCHOOL 1908
 OC2350  PID         -  OC2350
 OC2350  STATE/COUNTY-  ME/YORK
 OC2350  USGS QUAD   -  DOVER EAST (1988)
 OC2350
 OC2350                         *CURRENT SURVEY CONTROL
 OC2350  ___________________________________________________________________
 OC2350* NAD 83(1996)-  43 08 48.38072(N)    070 48 43.84141(W)     ADJUSTED  
 OC2350* NAVD 88     -        34.     (meters)     112.     (feet)  SCALED    
 OC2350  ___________________________________________________________________
 OC2350  LAPLACE CORR-           3.37  (seconds)                    DEFLEC99
 OC2350  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 OC2350
 OC2350  HORZ ORDER  -  THIRD
 OC2350
 OC2350.The horizontal coordinates were established by classical geodetic methods
 OC2350.and adjusted by the National Geodetic Survey in March 1998..
 OC2350
 OC2350.The orthometric height was scaled from a topographic map.
 OC2350
 OC2350.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2350
 OC2350.The geoid height was determined by GEOID03.
 OC2350
 OC2350;                    North         East     Units Scale Factor Converg.
 OC2350;SPC ME W     -    35,021.870   847,491.501   MT  1.00000057   -0 26 29.2
 OC2350;SPC NH       -    72,201.566   369,507.601   MT  1.00002608   +0 35 03.8
 OC2350;SPC NH       -   236,881.30  1,212,292.85   sFT  1.00002608   +0 35 03.8
 OC2350;UTM  19      - 4,778,707.760   352,642.775   MT  0.99986712   -1 14 22.3
 OC2350
 OC2350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2350!SPC ME W     -   0.99999889  x   1.00000057  =   0.99999946
 OC2350!SPC NH       -   0.99999889  x   1.00002608  =   1.00002497
 OC2350!UTM  19      -   0.99999889  x   0.99986712  =   0.99986601
 OC2350
 OC2350:                Primary Azimuth Mark                     Grid Az
 OC2350:SPC ME W     -  S BERWICK ACAD LARGE STONE CUP           004 19 01.9
 OC2350:SPC NH       -  S BERWICK ACAD LARGE STONE CUP           003 17 28.9
 OC2350:UTM  19      -  S BERWICK ACAD LARGE STONE CUP           005 06 55.0
 OC2350
 OC2350|---------------------------------------------------------------------|
 OC2350| PID    Reference Object                     Distance      Geod. Az  |
 OC2350|                                                           dddmmss.s |
 OC2350| OC2356 S BERWICK ACAD LARGE STONE CUP      APPROX. 9.3 KM 0035232.7 |
 OC2350| OC2352 WHITE FLAGSTAFF                     APPROX. 2.3 KM 0040407.4 |
 OC2350| OC2351 SCHOOL VENTILATOR                   191.589 METERS 12326     |
 OC2350| OC2346 BARN CUPOLA DBL WINDOWS SLATS       APPROX. 2.3 KM 2401057.0 |
 OC2350| OC2333 DOVER FIRST PARISH CONG CH          APPROX. 7.0 KM 3143235.2 |
 OC2350| OC2523 DOVER TOWN HALL CUPOLA              APPROX. 7.3 KM 3153946.4 |
 OC2350|---------------------------------------------------------------------|
 OC2350
 OC2350                          SUPERSEDED SURVEY CONTROL
 OC2350
 OC2350  NAD 83(1992)-  43 08 48.37981(N)    070 48 43.84149(W) AD(       ) 3
 OC2350  NAD 83(1986)-  43 08 48.38390(N)    070 48 43.84760(W) AD(       ) 3
 OC2350  NAD 27      -  43 08 48.07200(N)    070 48 45.64200(W) AD(       ) 3
 OC2350
 OC2350.Superseded values are not recommended for survey control.
 OC2350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2350.See file dsdata.txt to determine how the superseded data were derived.
 OC2350
 OC2350_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH5264378708(NAD 83)
 OC2350
 OC2350  HISTORY     - Date     Condition        Report By
 OC2350  HISTORY     - 1908     MONUMENTED       CGS
 OC2350  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OC2350
 OC2350                          STATION DESCRIPTION
 OC2350
 OC2350'DESCRIBED BY COAST AND GEODETIC SURVEY 1908 (OBF)
 OC2350'STATION IS ON A RIDGE ABOUT MIDWAY BETWEEN FROSTS HILL AND DOVER
 OC2350'POINT.  TO REACH STATION TAKE ROAD S FROM ELIOT RAILROAD STATION
 OC2350'ON THE BOSTON AND MAINE RAILROAD TO FIRST ROAD TURNING TO RIGHT,
 OC2350'THEN FOLLOW THIS ROAD AND UP A SMALL HILL WITH SCHOOLHOUSE ON
 OC2350'LEFT JUST AT TOP OF HILL, ABOUT 1/6 MILE FROM THE MAIN ROAD.  THE
 OC2350'STATION IS MARKED BY A NAIL IN A 2- BY 3-INCH STAKE DRIVEN
 OC2350'18 INCHES IN THE GROUND AND NEARLY FLUSH WITH THE GROUND.  THE
 OC2350'REFERENCES ARE AS FOLLOWS--FRYE BURYING GROUND STONE POST
 OC2350'103.97 METERS FROM THE STATION, IN AZIMUTH 132 DEG 22 MIN .
 OC2350'LARGE NAIL IN APPLE TREE NE 33.77 METERS FROM THE STATION, IN
 OC2350'AZIMUTH 211 DEG 26 MIN.  NAIL IN APPLE TREE SE 46.55 METERS
 OC2350'FROM THE STATION, IN AZIMUTH 282 DEG 19 MIN.
 OC2350
 OC2350                          STATION RECOVERY (1943)
 OC2350
 OC2350'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 OC2350'STATION WAS NOT RECOVERED.  THE 1908 DESCRIPTION IS INADEQUATE
 OC2350'FOR PRESENT DAY RECOVERY DUE TO NUMEROUS TOPOGRAPHIC CHANGES IN THE
 OC2350'VICINITY OF THE STATION.  THE FRYE BURYING GROUND WAS REMOVED
 OC2350'SEVERAL YEARS AGO.  THERE ARE NO APPLE TREES IN THE VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2013 ***********************************************************************
 OC2013  DESIGNATION -  SCHOOLHOUSE CHIMNEY
 OC2013  PID         -  OC2013
 OC2013  STATE/COUNTY-  ME/YORK
 OC2013  USGS QUAD   -  KENNEBUNKPORT (1975)
 OC2013
 OC2013                         *CURRENT SURVEY CONTROL
 OC2013  ___________________________________________________________________
 OC2013* NAD 83(1996)-  43 22 16.08442(N)    070 26 38.71630(W)     ADJUSTED  
 OC2013* NAVD 88     -                                                        
 OC2013  ___________________________________________________________________
 OC2013  LAPLACE CORR-           2.82  (seconds)                    DEFLEC99
 OC2013  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 OC2013
 OC2013  HORZ ORDER  -  THIRD
 OC2013
 OC2013.The horizontal coordinates were established by classical geodetic methods
 OC2013.and adjusted by the National Geodetic Survey in March 1998..
 OC2013
 OC2013
 OC2013.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2013
 OC2013.The geoid height was determined by GEOID03.
 OC2013
 OC2013;                    North         East     Units Scale Factor Converg.
 OC2013;SPC ME W     -    59,782.270   877,516.178   MT  0.99997288   -0 11 25.8
 OC2013;UTM  19      - 4,803,042.596   383,004.963   MT  0.99976837   -0 59 30.5
 OC2013
 OC2013                          SUPERSEDED SURVEY CONTROL
 OC2013
 OC2013  NAD 83(1992)-  43 22 16.08313(N)    070 26 38.71757(W) AD(       ) 4
 OC2013  NAD 83(1986)-  43 22 16.08880(N)    070 26 38.72321(W) AD(       ) 4
 OC2013  NAD 27      -  43 22 15.77600(N)    070 26 40.55900(W) AD(       ) 3
 OC2013
 OC2013.Superseded values are not recommended for survey control.
 OC2013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2013.See file dsdata.txt to determine how the superseded data were derived.
 OC2013
 OC2013_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ8300503043(NAD 83)
 OC2013
 OC2013  HISTORY     - Date     Condition        Report By
 OC2013  HISTORY     - UNK      MONUMENTED
 OC2013  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OC2013  HISTORY     - 1944     SEE DESCRIPTION  CGS
 OC2013
 OC2013                          STATION DESCRIPTION
 OC2013
 OC2013'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OC2013'THE STATION IS LOST.
 OC2013
 OC2013                          STATION RECOVERY (1944)
 OC2013
 OC2013'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 OC2013'STATION IS LOST AS ONLY FOUNDATION REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2179 ***********************************************************************
 PE2179  DESIGNATION -  SCHOOLHOUSE CHIMNEY
 PE2179  PID         -  PE2179
 PE2179  STATE/COUNTY-  ME/HANCOCK
 PE2179  USGS QUAD   -  BUCKSPORT (1982)
 PE2179
 PE2179                         *CURRENT SURVEY CONTROL
 PE2179  ___________________________________________________________________
 PE2179* NAD 83(1996)-  44 36 01.40236(N)    068 48 57.60541(W)     ADJUSTED  
 PE2179* NAVD 88     -                                                        
 PE2179  ___________________________________________________________________
 PE2179  LAPLACE CORR-           3.43  (seconds)                    DEFLEC99
 PE2179  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 PE2179
 PE2179  HORZ ORDER  -  THIRD
 PE2179
 PE2179.The horizontal coordinates were established by classical geodetic methods
 PE2179.and adjusted by the National Geodetic Survey in March 1998..
 PE2179
 PE2179
 PE2179.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2179
 PE2179.The geoid height was determined by GEOID03.
 PE2179
 PE2179;                    North         East     Units Scale Factor Converg.
 PE2179;SPC ME E     -   103,788.676   274,914.208   MT  0.99990774   -0 13 18.8
 PE2179;UTM  19      - 4,938,576.767   514,602.345   MT  0.99960262   +0 07 45.1
 PE2179
 PE2179                          SUPERSEDED SURVEY CONTROL
 PE2179
 PE2179  NAD 83(1992)-  44 36 01.39909(N)    068 48 57.59127(W) AD(       ) 4
 PE2179  NAD 83(1986)-  44 36 01.39804(N)    068 48 57.59263(W) AD(       ) 4
 PE2179  NAD 27      -  44 36 01.13000(N)    068 48 59.49000(W) AD(       ) 3
 PE2179
 PE2179.Superseded values are not recommended for survey control.
 PE2179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2179.See file dsdata.txt to determine how the superseded data were derived.
 PE2179
 PE2179_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK1460238577(NAD 83)
 PE2179
 PE2179  HISTORY     - Date     Condition        Report By
 PE2179  HISTORY     - UNK      MONUMENTED
 PE2179  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2179  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE2179
 PE2179                          STATION DESCRIPTION
 PE2179
 PE2179'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2179'THE STATION IS LOST.
 PE2179
 PE2179                          STATION RECOVERY (1944)
 PE2179
 PE2179'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE2179'STATION IS LOST AS ONLY FOUNDATION REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF1517 ***********************************************************************
 QF1517  DESIGNATION -  SCOTT BROOK IBC
 QF1517  PID         -  QF1517
 QF1517  STATE/COUNTY-  ME/WASHINGTON
 QF1517  USGS QUAD   -  SIMSQUISH LAKE (1988)
 QF1517
 QF1517                         *CURRENT SURVEY CONTROL
 QF1517  ___________________________________________________________________
 QF1517* NAD 83(1996)-  45 29 26.99056(N)    067 30 02.90134(W)     ADJUSTED  
 QF1517* NAVD 88     -        91.     (meters)     299.     (feet)  SCALED    
 QF1517  ___________________________________________________________________
 QF1517  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 QF1517  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 QF1517
 QF1517  HORZ ORDER  -  THIRD
 QF1517
 QF1517.The horizontal coordinates were established by classical geodetic methods
 QF1517.and adjusted by the National Geodetic Survey in March 1998..
 QF1517
 QF1517.The orthometric height was scaled from a topographic map.
 QF1517
 QF1517.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF1517
 QF1517.The geoid height was determined by GEOID03.
 QF1517
 QF1517;                    North         East     Units Scale Factor Converg.
 QF1517;SPC ME E     -   203,172.983   378,099.877   MT  0.99997497   +0 42 45.4
 QF1517;UTM  19      - 5,038,570.914   617,146.037   MT  0.99976872   +1 04 09.3
 QF1517
 QF1517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF1517!SPC ME E     -   0.99998947  x   0.99997497  =   0.99996444
 QF1517!UTM  19      -   0.99998947  x   0.99976872  =   0.99975819
 QF1517
 QF1517                          SUPERSEDED SURVEY CONTROL
 QF1517
 QF1517  NAD 83(1992)-  45 29 26.98612(N)    067 30 02.89577(W) AD(       ) 3
 QF1517  NAD 83(1986)-  45 29 26.98948(N)    067 30 02.90397(W) AD(       ) 3
 QF1517  NAD 27      -  45 29 26.79400(N)    067 30 04.92800(W) AD(       ) 3
 QF1517
 QF1517.Superseded values are not recommended for survey control.
 QF1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QF1517.See file dsdata.txt to determine how the superseded data were derived.
 QF1517
 QF1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFL1714638571(NAD 83)
 QF1517_MARKER: H = DRILL HOLE
 QF1517_SETTING: 80 = SET IN A BOULDER
 QF1517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QF1517+STABILITY: SURFACE MOTION
 QF1517
 QF1517  HISTORY     - Date     Condition        Report By
 QF1517  HISTORY     - 1924     MONUMENTED       IBC
 QF1517
 QF1517                          STATION DESCRIPTION
 QF1517
 QF1517'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1924 (JH)
 QF1517'ON THE N BANK OF THE ST CROIX RIVER, 15 METERS UPSTREAM FROM THE
 QF1517'MOUTH OF SCOTT BROOK.  IT IS ON A BOULDER 1.8 METERS SQUARE AND 1.2
 QF1517'METERS HIGH AND DETACHED FROM THE SHORE ABOUT 3 METERS WHEN WATER IS
 QF1517'HIGH.
 QF1517'
 QF1517'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE IN THE BOULDER
 QF1517'WHICH IS ON THE BEACH AT LOW WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1915 ***********************************************************************
 OC1915  DESIGNATION -  SCOTTOW
 OC1915  PID         -  OC1915
 OC1915  STATE/COUNTY-  ME/CUMBERLAND
 OC1915  USGS QUAD   -  PROUTS NECK (1978)
 OC1915
 OC1915                         *CURRENT SURVEY CONTROL
 OC1915  ___________________________________________________________________
 OC1915* NAD 83(1996)-  43 35 13.38806(N)    070 22 11.20285(W)     ADJUSTED  
 OC1915* NAVD 88     -        40.9    (meters)     134.     (feet)  VERTCON   
 OC1915  ___________________________________________________________________
 OC1915  LAPLACE CORR-           4.00  (seconds)                    DEFLEC99
 OC1915  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 OC1915
 OC1915  HORZ ORDER  -  SECOND
 OC1915
 OC1915.The horizontal coordinates were established by classical geodetic methods
 OC1915.and adjusted by the National Geodetic Survey in March 1998..
 OC1915
 OC1915.The NAVD 88 height was computed by applying the VERTCON shift value to
 OC1915.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OC1915
 OC1915.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1915
 OC1915.The geoid height was determined by GEOID03.
 OC1915
 OC1915;                    North         East     Units Scale Factor Converg.
 OC1915;SPC ME W     -    83,753.038   883,597.149   MT  0.99996997   -0 08 24.1
 OC1915;UTM  19      - 4,826,920.738   389,419.863   MT  0.99975041   -0 56 40.2
 OC1915
 OC1915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC1915!SPC ME W     -   0.99999770  x   0.99996997  =   0.99996767
 OC1915!UTM  19      -   0.99999770  x   0.99975041  =   0.99974811
 OC1915
 OC1915|---------------------------------------------------------------------|
 OC1915| PID    Reference Object                     Distance      Geod. Az  |
 OC1915|                                                           dddmmss.s |
 OC1915| CE8440 SCOTTOW RM 2                         22.826 METERS 10626     |
 OC1915| OC1914 SCOTTOW 1976 A PT                    15.872 METERS 17258     |
 OC1915| OC1920 OLD ORCHARD STANDPIPE               APPROX. 8.3 KM 1905738.1 |
 OC1915| OC2037 BIDDEFORD PEPPERELL CO STACK        APPROX.12.3 KM 2120112.5 |
 OC1915| OC1174 FLAG                                APPROX. 5.9 KM 2294831.5 |
 OC1915| CE8439 SCOTTOW RM 1                         11.614 METERS 28617     |
 OC1915|---------------------------------------------------------------------|
 OC1915
 OC1915                          SUPERSEDED SURVEY CONTROL
 OC1915
 OC1915  NAD 83(1992)-  43 35 13.38675(N)    070 22 11.20394(W) AD(       ) 2
 OC1915  NAD 83(1986)-  43 35 13.39267(N)    070 22 11.20974(W) AD(       ) 2
 OC1915  NAD 27      -  43 35 13.09542(N)    070 22 13.03509(W) AD(       ) 2
 OC1915  NGVD 29 (07/19/86)   41.1    (m)          135.     (f) VERT ANG       
 OC1915
 OC1915.Superseded values are not recommended for survey control.
 OC1915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1915.See file dsdata.txt to determine how the superseded data were derived.
 OC1915
 OC1915_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ8942026921(NAD 83)
 OC1915_MARKER: DS = TRIANGULATION STATION DISK
 OC1915_SETTING: 66 = SET IN ROCK OUTCROP
 OC1915
 OC1915  HISTORY     - Date     Condition        Report By
 OC1915  HISTORY     - 1976     MONUMENTED       NGS
 OC1915
 OC1915                          STATION DESCRIPTION
 OC1915
 OC1915'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC1915'THE STATION IS ABOUT 2 MILES WEST OF OAK HILL, 1.25
 OC1915'MILES NORTHEAST OF WEST SCARBOROUGH AND ALONG THE NORTH
 OC1915'RIGHT-OF-WAY OF SCOTTOW HILL ROAD.
 OC1915'
 OC1915'TO REACH THE STATION FROM THE POST OFFICE AT OAK HILL
 OC1915'IN SCARBOROUGH GO SOUTHERLY ON U.S. HIGHWAY 1 FOR 0.8
 OC1915'MILE ENTRANCE TO SCARBOROUGH DOWNS.  CONTINUE SOUTHERLY
 OC1915'ON HIGHWAY 1 FOR 0.5 MILE TO THE INTERSECTION WITH SCOTTOW
 OC1915'HILL ROAD.  TURN RIGHT AND GO NORTHWEST ON SCOTTOW HILL ROAD
 OC1915'FOR 0.6 MILE TO THE STATION ON THE RIGHT, JUST BEFORE
 OC1915'REACHING THE CREST OF A HILL.
 OC1915'
 OC1915'STATION MARK IS A STANDARD DISK STAMPED--SCOTTOW 1976--,
 OC1915'CEMENTED IN A DRILL HOLE IN AN OUTCROP OF BEDROCK,  IT IS
 OC1915'30.0 FEET NORTH-NORTHEAST OF THE APPROXIMATE CENTER OF
 OC1915'SCOTTOW HILL ROAD, 43.9 FEET SOUTHEAST OF A POWERLINE
 OC1915'POLE NUMBERED 25 AND 80.5 FEET NORTHWEST OF A POWERLINE
 OC1915'POLE NUMBERED 24.
 OC1915'
 OC1915'REFERENCE MARK 1 IS A STANDARD DISK STAMPED--SCOTTOW NO 1 1976--
 OC1915'CEMENTED IN A DRILL HOLE IN AN OUTCROP OF BEDROCK. IT IS 6.6 FEET
 OC1915'EAST OF POLE NUMBERED 25, 28.9 FEET NORTH-NORTHEAST OF THE ROAD,
 OC1915'40.9 FEET SOUTH-SOUTHEAST OF THE APPROXIMATE CENTER OF A DRIVEWAY
 OC1915'AND IS ABOUT 4 FEET HIGHER THAN THE STATION.
 OC1915'
 OC1915'REFERENCE MARK 2 IS A STANDARD DISK STAMPED--SCOTTOW NO 2 1976--
 OC1915'CEMENTED IN A DRILL HOLE IN AN OUTCROP OF BEDROCK.  IT IS 7.3
 OC1915'FEET WEST OF POLE NUMBERED 24, 27.0 FEET NORTH-NORTHEAST OF THE
 OC1915'ROAD AND IS ABOUT 4 FEET LOWER THAN THE STATION.
 OC1915'
 OC1915'THERE WAS NO SUITABLE LOCATION FOR AN AZIMUTH MARK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC1896 ***********************************************************************
 OC1896  DESIGNATION -  SCOTTOWAY WATER HOUSE
 OC1896  PID         -  OC1896
 OC1896  STATE/COUNTY-  ME/CUMBERLAND
 OC1896  USGS QUAD   -  PROUTS NECK (1978)
 OC1896
 OC1896                         *CURRENT SURVEY CONTROL
 OC1896  ___________________________________________________________________
 OC1896* NAD 83(1996)-  43 35 15.14782(N)    070 22 10.35528(W)     ADJUSTED  
 OC1896* NAVD 88     -                                                        
 OC1896  ___________________________________________________________________
 OC1896  LAPLACE CORR-           4.01  (seconds)                    DEFLEC99
 OC1896  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 OC1896
 OC1896  HORZ ORDER  -  THIRD
 OC1896
 OC1896.The horizontal coordinates were established by classical geodetic methods
 OC1896.and adjusted by the National Geodetic Survey in March 1998..
 OC1896
 OC1896
 OC1896.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC1896
 OC1896.The geoid height was determined by GEOID03.
 OC1896
 OC1896;                    North         East     Units Scale Factor Converg.
 OC1896;SPC ME W     -    83,807.300   883,616.295   MT  0.99996997   -0 08 23.6
 OC1896;UTM  19      - 4,826,974.714   389,439.764   MT  0.99975035   -0 56 39.6
 OC1896
 OC1896                          SUPERSEDED SURVEY CONTROL
 OC1896
 OC1896  NAD 83(1992)-  43 35 15.14634(N)    070 22 10.35634(W) AD(       ) 4
 OC1896  NAD 83(1986)-  43 35 15.15254(N)    070 22 10.36198(W) AD(       ) 4
 OC1896  NAD 27      -  43 35 14.86000(N)    070 22 12.20000(W) AD(       ) 3
 OC1896
 OC1896.Superseded values are not recommended for survey control.
 OC1896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC1896.See file dsdata.txt to determine how the superseded data were derived.
 OC1896
 OC1896_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ8944026975(NAD 83)
 OC1896
 OC1896  HISTORY     - Date     Condition        Report By
 OC1896  HISTORY     - UNK      MONUMENTED
 OC1896  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OC1896
 OC1896                          STATION DESCRIPTION
 OC1896
 OC1896'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OC1896'THE NAME OF THE FAMILY THAT LIVED HERE IN 1852 WAS
 OC1896'WATERHOUSE.  IT IS DOUBTFUL IF THE STATION WAS A WATER HOUSE OR
 OC1896'IF THAT WAS THE NAME OF THE FAMILY.  THE OLD HOUSE BURNED IN
 OC1896'1870 AND WAS REMODELED.  THE CUPOLA ON THE BARN APPARENTLY IS
 OC1896'THE SAME ONE.  NOTE--COMPILATION UNIT RECOMMENDS STATION BE
 OC1896'CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2598 ***********************************************************************
 PE2598  DESIGNATION -  SCRAG
 PE2598  PID         -  PE2598
 PE2598  STATE/COUNTY-  ME/HANCOCK
 PE2598  USGS QUAD   -  DEER ISLE (1983)
 PE2598
 PE2598                         *CURRENT SURVEY CONTROL
 PE2598  ___________________________________________________________________
 PE2598* NAD 83(1996)-  44 07 34.60005(N)    068 42 31.58364(W)     ADJUSTED  
 PE2598* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 PE2598  ___________________________________________________________________
 PE2598  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 PE2598  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 PE2598
 PE2598  HORZ ORDER  -  THIRD
 PE2598
 PE2598.The horizontal coordinates were established by classical geodetic methods
 PE2598.and adjusted by the National Geodetic Survey in March 1998..
 PE2598
 PE2598.The orthometric height was scaled from a topographic map.
 PE2598
 PE2598.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2598
 PE2598.The geoid height was determined by GEOID03.
 PE2598
 PE2598;                    North         East     Units Scale Factor Converg.
 PE2598;SPC ME E     -    51,083.580   283,292.319   MT  0.99990343   -0 08 43.3
 PE2598;UTM  19      - 4,885,939.620   523,299.272   MT  0.99960668   +0 12 10.0
 PE2598
 PE2598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2598!SPC ME E     -   1.00000392  x   0.99990343  =   0.99990735
 PE2598!UTM  19      -   1.00000392  x   0.99960668  =   0.99961060
 PE2598
 PE2598                          SUPERSEDED SURVEY CONTROL
 PE2598
 PE2598  NAD 83(1992)-  44 07 34.60731(N)    068 42 31.56389(W) AD(       ) 3
 PE2598  NAD 83(1986)-  44 07 34.60751(N)    068 42 31.55747(W) AD(       ) 3
 PE2598
 PE2598.Superseded values are not recommended for survey control.
 PE2598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2598.See file dsdata.txt to determine how the superseded data were derived.
 PE2598
 PE2598_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ2329985940(NAD 83)
 PE2598_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PE2598_SETTING: 66 = SET IN ROCK OUTCROP
 PE2598_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 PE2598_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2598_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PE2598+STABILITY: POSITION/ELEVATION WELL
 PE2598
 PE2598  HISTORY     - Date     Condition        Report By
 PE2598  HISTORY     - 1983     MONUMENTED       NOS
 PE2598
 PE2598                          STATION DESCRIPTION
 PE2598
 PE2598'DESCRIBED BY NATIONAL OCEAN SERVICE 1983 (CSM)
 PE2598'THE STATION IS LOCATED ON THE NORTHWEST SIDE OF SCRAGGY ISLAND
 PE2598'WHICH IS SOUTH OF STONINGTON, MAINE.
 PE2598'
 PE2598'THE STATION WAS REACHED BY BOAT.
 PE2598'
 PE2598'THE STATION IS A PLAIN BRONZE DISK STAMPED---SCRAG 1982---,
 PE2598'SET FLUSH IN BEDROCK.  IT IS LOCATED.
 PE2598'6 METERS (20 FT) SOUTH OF THE HIGH WATER LINE AND
 PE2598'6 METERS (20 FT) NORTH OF THE TREE LINE.
 PE2598'
 PE2598'POSITION BY RESECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1828 ***********************************************************************
 PE1828  DESIGNATION -  SCRAG ISLAND
 PE1828  PID         -  PE1828
 PE1828  STATE/COUNTY-  ME/HANCOCK
 PE1828  USGS QUAD   -  BASS HARBOR (1983)
 PE1828
 PE1828                         *CURRENT SURVEY CONTROL
 PE1828  ___________________________________________________________________
 PE1828* NAD 83(1996)-  44 09 31.65178(N)    068 20 00.03038(W)     ADJUSTED  
 PE1828* NAVD 88     -        11.     (meters)      36.     (feet)  SCALED    
 PE1828  ___________________________________________________________________
 PE1828  LAPLACE CORR-           4.42  (seconds)                    DEFLEC99
 PE1828  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 PE1828
 PE1828  HORZ ORDER  -  SECOND
 PE1828
 PE1828.The horizontal coordinates were established by classical geodetic methods
 PE1828.and adjusted by the National Geodetic Survey in March 1998..
 PE1828
 PE1828.The orthometric height was scaled from a topographic map.
 PE1828
 PE1828.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1828
 PE1828.The geoid height was determined by GEOID03.
 PE1828
 PE1828;                    North         East     Units Scale Factor Converg.
 PE1828;SPC ME E     -    54,688.366   313,329.987   MT  0.99990218   +0 06 58.0
 PE1828;UTM  19      - 4,889,725.831   553,306.011   MT  0.99963495   +0 27 52.0
 PE1828
 PE1828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1828!SPC ME E     -   1.00000211  x   0.99990218  =   0.99990429
 PE1828!UTM  19      -   1.00000211  x   0.99963495  =   0.99963706
 PE1828
 PE1828:                Primary Azimuth Mark                     Grid Az
 PE1828:SPC ME E     -  TOW                                      041 36 14.6
 PE1828:UTM  19      -  TOW                                      041 15 20.6
 PE1828
 PE1828|---------------------------------------------------------------------|
 PE1828| PID    Reference Object                     Distance      Geod. Az  |
 PE1828|                                                           dddmmss.s |
 PE1828| PE1779 TOW                                 APPROX.14.4 KM 0414312.6 |
 PE1828| CE8693 SCRAG ISLAND RM 2                     4.322 METERS 07640     |
 PE1828| PE1831 HORSESHOE LEDGE BEACON              APPROX. 1.6 KM 0765457.4 |
 PE1828| PE1819 GREAT DUCK ISLAND                   APPROX. 6.8 KM 0922558.8 |
 PE1828| PE1857 SWAN ISLAND CHURCH SPIRE            APPROX. 6.6 KM 2830349.9 |
 PE1828| CE8692 SCRAG ISLAND RM 1                     5.272 METERS 33832     |
 PE1828|---------------------------------------------------------------------|
 PE1828
 PE1828                          SUPERSEDED SURVEY CONTROL
 PE1828
 PE1828  NAD 83(1992)-  44 09 31.66235(N)    068 20 00.02246(W) AD(       ) 2
 PE1828  NAD 83(1986)-  44 09 31.66302(N)    068 20 00.02854(W) AD(       ) 2
 PE1828  NAD 27      -  44 09 31.37300(N)    068 20 01.96000(W) AD(       ) 2
 PE1828
 PE1828.Superseded values are not recommended for survey control.
 PE1828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1828.See file dsdata.txt to determine how the superseded data were derived.
 PE1828
 PE1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ5330689726(NAD 83)
 PE1828
 PE1828  HISTORY     - Date     Condition        Report By
 PE1828  HISTORY     - 1875     MONUMENTED       CGS
 PE1828  HISTORY     - 1911     SEE DESCRIPTION  CGS
 PE1828  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE1828  HISTORY     - 1953     SEE DESCRIPTION  CGS
 PE1828
 PE1828                          STATION DESCRIPTION
 PE1828
 PE1828'DESCRIBED BY COAST AND GEODETIC SURVEY 1911
 PE1828'ON THE EASTERNMOST OF TWO ISLANDS KNOWN COLLECTIVELY AS THE
 PE1828'GREEN ISLANDS.  IT LIES ABOUT 2-1/2 MILES E BY S OF THE E POINT
 PE1828'OF SWAN ISLAND AND ABOUT 3/4 MILE S OF BLACK ISLAND.
 PE1828'
 PE1828'THE STATION IS ON THE HIGHEST POINT OF THE HILL, NEAR THE
 PE1828'EASTERN END OF THE ISLAND, AND IS A COPPER BOLT SET IN A HOLE
 PE1828'IN A ROCK.
 PE1828'
 PE1828'TWO REFERENCE MARKS, 3/4-INCH DRILL HOLES FILLED WITH LEAD,
 PE1828'ARE PLACED, RESPECTIVELY, 10.60 METERS SE OF E AND 17.05 METERS
 PE1828'S OF THE STATION.
 PE1828
 PE1828                          STATION RECOVERY (1934)
 PE1828
 PE1828'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1828'THIS STATION RECOVERED AS DESCRIBED.
 PE1828'
 PE1828'TWO REFERENCE DRILL HOLES, GIVEN IN THE ORIGINAL DESCRIPTION
 PE1828'AS BEING SE BY E AND S OF THE STATION RESPECTIVELY, WERE FOUND
 PE1828'TO BE NNW AND ENE, RESPECTIVELY, INSTEAD.
 PE1828'
 PE1828'TWO REFERENCE MARKS, STANDARD BRONZE DISKS WEDGED IN DRILL
 PE1828'HOLES IN OUTCROPPING BEDROCK, WERE PLACED AS FOLLOWS-- NO. 1 IS
 PE1828'NNW AND NO. 2 IS E OF THE STATION, BOTH ON FLAT-TOPPED LEDGES.
 PE1828
 PE1828                          STATION RECOVERY (1953)
 PE1828
 PE1828'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (DFR)
 PE1828'STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 PE1828'CONDITION.  DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1177 ***********************************************************************
 PF1177  DESIGNATION -  SCRUB
 PF1177  PID         -  PF1177
 PF1177  STATE/COUNTY-  ME/FRANKLIN
 PF1177  USGS QUAD   -  ANDOVER (1984)
 PF1177
 PF1177                         *CURRENT SURVEY CONTROL
 PF1177  ___________________________________________________________________
 PF1177* NAD 83(1996)-  44 44 49.58158(N)    070 45 55.49148(W)     ADJUSTED  
 PF1177* NAVD 88     -      1097.     (meters)    3599.     (feet)  SCALED    
 PF1177  ___________________________________________________________________
 PF1177  LAPLACE CORR-           3.18  (seconds)                    DEFLEC99
 PF1177  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 PF1177
 PF1177  HORZ ORDER  -  THIRD
 PF1177
 PF1177.The horizontal coordinates were established by classical geodetic methods
 PF1177.and adjusted by the National Geodetic Survey in March 1998..
 PF1177
 PF1177.The orthometric height was scaled from a topographic map.
 PF1177
 PF1177.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1177
 PF1177.The geoid height was determined by GEOID03.
 PF1177
 PF1177;                    North         East     Units Scale Factor Converg.
 PF1177;SPC ME W     -   212,803.067   852,585.005   MT  0.99999430   -0 25 17.4
 PF1177;UTM  19      - 4,956,373.650   360,247.400   MT  0.99984017   -1 14 34.9
 PF1177
 PF1177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1177!SPC ME W     -   0.99983212  x   0.99999430  =   0.99982642
 PF1177!UTM  19      -   0.99983212  x   0.99984017  =   0.99967231
 PF1177
 PF1177:                Primary Azimuth Mark                     Grid Az
 PF1177:SPC ME W     -  LANG LOT                                 014 37 37.9
 PF1177:UTM  19      -  LANG LOT                                 015 26 55.4
 PF1177
 PF1177|---------------------------------------------------------------------|
 PF1177| PID    Reference Object                     Distance      Geod. Az  |
 PF1177|                                                           dddmmss.s |
 PF1177| QH0296 LANG LOT                            APPROX.40.7 KM 0141220.5 |
 PF1177| PF1179 OLD SPECK MTN                       APPROX.24.6 KM 2172255.6 |
 PF1177|---------------------------------------------------------------------|
 PF1177
 PF1177                          SUPERSEDED SURVEY CONTROL
 PF1177
 PF1177  NAD 83(1992)-  44 44 49.58262(N)    070 45 55.49022(W) AD(       ) 3
 PF1177  NAD 83(1992)-  44 44 49.58374(N)    070 45 55.48915(W) AD(       ) 3
 PF1177  NAD 83(1986)-  44 44 49.58817(N)    070 45 55.49378(W) AD(       ) 3
 PF1177  NAD 27      -  44 44 49.38869(N)    070 45 57.23493(W) AD(       ) 3
 PF1177
 PF1177.Superseded values are not recommended for survey control.
 PF1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1177.See file dsdata.txt to determine how the superseded data were derived.
 PF1177
 PF1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK6024756374(NAD 83)
 PF1177_MARKER: DD = SURVEY DISK
 PF1177_SETTING: 66 = SET IN ROCK OUTCROP
 PF1177_SP_SET: SET IN ROCK OUTCROP
 PF1177_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PF1177+STABILITY: POSITION/ELEVATION WELL
 PF1177
 PF1177  HISTORY     - Date     Condition        Report By
 PF1177  HISTORY     - 1925     MONUMENTED       USGS
 PF1177
 PF1177                          STATION DESCRIPTION
 PF1177
 PF1177'DESCRIBED BY US GEOLOGICAL SURVEY 1925
 PF1177'ABOUT 8.0 MI N. OF ANDOVER, ON SUMMIT AT W. END OF HIGH RIDGE KNOWN
 PF1177'AS --OLD BLUE MOUNTAIN--.  TAKE RD. FROM ANDOVER TOWARD S. ARM OF
 PF1177'RICHARDSON LAKE, 5.5 MI SE. OF S. ARM AND 2.5 MI NW. OF FORKS OF RD.
 PF1177'AT BLACK BROOK TAKE LOGGING RD. LEADING N. ABOUT 2.0 MI TO OLD LOGGING
 PF1177'CAMP.  AT CAMP A BLIND RD. LEADS N. UP HILL, FORKING SEVERAL TIMES,
 PF1177'KEEP LEFT HAND FORK IN EACH CASE.  LOGGING OPERATIONS WERE CARRIED
 PF1177'NEARLY TO SUMMIT, THE REMAINING 0.3 MI BEING THROUGH THICK SCRUB
 PF1177'SPRUCE.  THE SUMMIT IS BARE WITH UNOBSTRUCTED VIEW IN ALL DIRECTIONS.
 PF1177'
 PF1177'STATION MARK, STANDARD DISK CEMENTED IN SOLID ROCK ON HIGHEST POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD0779 ***********************************************************************
 PD0779  DESIGNATION -  SCULPIN IBC
 PD0779  PID         -  PD0779
 PD0779  STATE/COUNTY-  ME/WASHINGTON
 PD0779  USGS QUAD   -  EASTPORT (1977)
 PD0779
 PD0779                         *CURRENT SURVEY CONTROL
 PD0779  ___________________________________________________________________
 PD0779* NAD 83(1996)-  44 52 32.89035(N)    066 59 22.75638(W)     ADJUSTED  
 PD0779* NAVD 88     -                                                        
 PD0779  ___________________________________________________________________
 PD0779  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 PD0779  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 PD0779
 PD0779  HORZ ORDER  -  THIRD
 PD0779
 PD0779.The horizontal coordinates were established by classical geodetic methods
 PD0779.and adjusted by the National Geodetic Survey in March 1998..
 PD0779
 PD0779
 PD0779.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD0779
 PD0779.The geoid height was determined by GEOID03.
 PD0779
 PD0779;                    North         East     Units Scale Factor Converg.
 PD0779;SPC ME E     -   135,452.669   419,331.094   MT  1.00007505   +1 03 56.8
 PD0779;UTM  19      - 4,971,119.751   658,788.090   MT  0.99991005   +1 25 07.5
 PD0779
 PD0779|---------------------------------------------------------------------|
 PD0779| PID    Reference Object                     Distance      Geod. Az  |
 PD0779|                                                           dddmmss.s |
 PD0779| PD0783 BATTERY IBC                         236.011 METERS 02936     |
 PD0779| PD0800 WHITE CAN BUOY MARKED FH IBC        APPROX. 0.8 KM 0761526.3 |
 PD0779| PD0798 FRIARS ROCK IBC                     APPROX. 1.4 KM 0853735.6 |
 PD0779| PD0799 FRIARS HEAD 3                       APPROX. 1.4 KM 0881522.9 |
 PD0779| PD0699 LUBEC LOWER CHURCH SPIRE            APPROX. 1.7 KM 1745049.5 |
 PD0779| PD0717 DUDLEY IBC 1919                     439.085 METERS 2041412.7 |
 PD0779| PD0777 RANGE MARK 31 IBC 1919               43.511 METERS 24723     |
 PD0779| PD0790 TREAT 2 1893                        339.063 METERS 35621     |
 PD0779|---------------------------------------------------------------------|
 PD0779
 PD0779                          SUPERSEDED SURVEY CONTROL
 PD0779
 PD0779  NAD 83(1992)-  44 52 32.87988(N)    066 59 22.75862(W) AD(       ) 3
 PD0779  NAD 83(1986)-  44 52 32.87485(N)    066 59 22.76071(W) AD(       ) 3
 PD0779  NAD 27      -  44 52 32.58800(N)    066 59 24.84700(W) AD(       ) 3
 PD0779
 PD0779.Superseded values are not recommended for survey control.
 PD0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD0779.See file dsdata.txt to determine how the superseded data were derived.
 PD0779
 PD0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TFK5878871120(NAD 83)
 PD0779_MARKER: DH = HORIZONTAL CONTROL DISK
 PD0779_SETTING: 66 = SET IN ROCK OUTCROP
 PD0779_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 PD0779_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PD0779+STABILITY: POSITION/ELEVATION WELL
 PD0779
 PD0779  HISTORY     - Date     Condition        Report By
 PD0779  HISTORY     - 1913     MONUMENTED       IBC
 PD0779  HISTORY     - 1919     SEE DESCRIPTION  CGS
 PD0779  HISTORY     - 1946     MARK NOT FOUND   IBC
 PD0779
 PD0779                          STATION DESCRIPTION
 PD0779
 PD0779'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1913 (JEM)
 PD0779'ON THE SOUTH END OF TREAT ISLAND, PASSAMAQUODDY BAY, 1 MILE NORTH
 PD0779'OF LUBEC, ME.  THE STATION IS ON A HIGH FLAT LEDGE 1.8 METERS FROM
 PD0779'ITS PRECIPITOUS SIDE, 2 METERS HIGH, WHICH FACES THE SOUTHWEST.  IT
 PD0779'IS NORTH 67 DEGREES 24 MINUTES EAST, 43.5 METERS FROM RANGE MARK 31.
 PD0779'
 PD0779'STATION MARK--A BRONZE DISK SET IN A DRILL HOLE IN THE LEDGE.  THREE
 PD0779'HOLES ARE DRILLED IN THE ROCK AROUND THE MARK TO HOLD GUY WIRES FOR
 PD0779'THE SIGNAL POLE.
 PD0779
 PD0779                          STATION RECOVERY (1919)
 PD0779
 PD0779'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1919 (JH)
 PD0779'STATION LOST THROUGH EXCAVATIONS IN CONNECTION WITH THE TIDAL
 PD0779'PROJECT ON THE BAY.
 PD0779
 PD0779                          STATION RECOVERY (1946)
 PD0779
 PD0779'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1946 (NWS)
 PD0779'STATION LOST DUE TO EXCAVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2201 ***********************************************************************
 OC2201  DESIGNATION -  SEA HILL
 OC2201  PID         -  OC2201
 OC2201  STATE/COUNTY-  ME/YORK
 OC2201  USGS QUAD   -  KITTERY (1989)
 OC2201
 OC2201                         *CURRENT SURVEY CONTROL
 OC2201  ___________________________________________________________________
 OC2201* NAD 83(1996)-  43 05 32.30576(N)    070 39 27.63958(W)     ADJUSTED  
 OC2201* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 OC2201  ___________________________________________________________________
 OC2201  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 OC2201  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 OC2201
 OC2201  HORZ ORDER  -  THIRD
 OC2201
 OC2201.The horizontal coordinates were established by classical geodetic methods
 OC2201.and adjusted by the National Geodetic Survey in March 1998..
 OC2201
 OC2201.The orthometric height was scaled from a topographic map.
 OC2201
 OC2201.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2201
 OC2201.The geoid height was determined by GEOID03.
 OC2201
 OC2201;                    North         East     Units Scale Factor Converg.
 OC2201;SPC ME W     -    28,885.989   860,023.774   MT  0.99998632   -0 20 07.6
 OC2201;SPC NH       -    66,290.661   382,148.225   MT  1.00004965   +0 41 21.7
 OC2201;SPC NH       -   217,488.61  1,253,764.63   sFT  1.00004965   +0 41 21.7
 OC2201;UTM  19      - 4,772,398.947   365,086.576   MT  0.99982391   -1 07 57.6
 OC2201
 OC2201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2201!SPC ME W     -   1.00000325  x   0.99998632  =   0.99998957
 OC2201!SPC NH       -   1.00000325  x   1.00004965  =   1.00005290
 OC2201!UTM  19      -   1.00000325  x   0.99982391  =   0.99982716
 OC2201
 OC2201:                Primary Azimuth Mark                     Grid Az
 OC2201:SPC ME W     -  SEA POINT                                195 17 57.7
 OC2201:SPC NH       -  SEA POINT                                194 16 28.4
 OC2201:UTM  19      -  SEA POINT                                196 05 47.7
 OC2201
 OC2201|---------------------------------------------------------------------|
 OC2201| PID    Reference Object                     Distance      Geod. Az  |
 OC2201|                                                           dddmmss.s |
 OC2201| OC2200 SEA POINT                           APPROX. 0.8 KM 1945750.1 |
 OC2201|---------------------------------------------------------------------|
 OC2201
 OC2201                          SUPERSEDED SURVEY CONTROL
 OC2201
 OC2201  NAD 83(1992)-  43 05 32.30466(N)    070 39 27.63988(W) AD(       ) 3
 OC2201  NAD 83(1986)-  43 05 32.30822(N)    070 39 27.64261(W) AD(       ) 3
 OC2201  NAD 27      -  43 05 31.96000(N)    070 39 29.47000(W) AD(       ) 3
 OC2201
 OC2201.Superseded values are not recommended for survey control.
 OC2201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2201.See file dsdata.txt to determine how the superseded data were derived.
 OC2201
 OC2201_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH6508772399(NAD 83)
 OC2201
 OC2201  HISTORY     - Date     Condition        Report By
 OC2201  HISTORY     - UNK      MONUMENTED
 OC2201  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OC2201
 OC2201                          STATION DESCRIPTION
 OC2201
 OC2201'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (EHK)
 OC2201'STATION WAS NOT RECOVERED.  THIS IS AN UNDESCRIBED TRIANGULATION
 OC2201'STATION.  A 1/2-HR. SEARCH OF THE AREA INDICATED BY THE
 OC2201'GEOGRAPHIC POSITION REVEALED NO TRACE OF A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2200 ***********************************************************************
 OC2200  DESIGNATION -  SEA POINT
 OC2200  PID         -  OC2200
 OC2200  STATE/COUNTY-  ME/YORK
 OC2200  USGS QUAD   -  KITTERY (1989)
 OC2200
 OC2200                         *CURRENT SURVEY CONTROL
 OC2200  ___________________________________________________________________
 OC2200* NAD 83(1996)-  43 05 08.57275(N)    070 39 36.29383(W)     ADJUSTED  
 OC2200* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 OC2200  ___________________________________________________________________
 OC2200  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 OC2200  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 OC2200
 OC2200  HORZ ORDER  -  THIRD
 OC2200
 OC2200.The horizontal coordinates were established by classical geodetic methods
 OC2200.and adjusted by the National Geodetic Survey in March 1998..
 OC2200
 OC2200.The orthometric height was scaled from a topographic map.
 OC2200
 OC2200.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2200
 OC2200.The geoid height was determined by GEOID03.
 OC2200
 OC2200;                    North         East     Units Scale Factor Converg.
 OC2200;SPC ME W     -    28,154.770   859,823.744   MT  0.99998652   -0 20 13.4
 OC2200;SPC NH       -    65,555.935   381,961.293   MT  1.00004927   +0 41 15.5
 OC2200;SPC NH       -   215,078.10  1,253,151.34   sFT  1.00004927   +0 41 15.5
 OC2200;UTM  19      - 4,771,670.700   364,876.426   MT  0.99982461   -1 08 03.0
 OC2200
 OC2200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2200!SPC ME W     -   1.00000325  x   0.99998652  =   0.99998977
 OC2200!SPC NH       -   1.00000325  x   1.00004927  =   1.00005253
 OC2200!UTM  19      -   1.00000325  x   0.99982461  =   0.99982786
 OC2200
 OC2200:                Primary Azimuth Mark                     Grid Az
 OC2200:SPC ME W     -  HORSE PASTURE                            259 57 51.7
 OC2200:SPC NH       -  HORSE PASTURE                            258 56 22.8
 OC2200:UTM  19      -  HORSE PASTURE                            260 45 41.3
 OC2200
 OC2200|---------------------------------------------------------------------|
 OC2200| PID    Reference Object                     Distance      Geod. Az  |
 OC2200|                                                           dddmmss.s |
 OC2200| OC2218 HORSE PASTURE                       APPROX. 0.9 KM 2593738.3 |
 OC2200|---------------------------------------------------------------------|
 OC2200
 OC2200                          SUPERSEDED SURVEY CONTROL
 OC2200
 OC2200  NAD 83(1992)-  43 05 08.57170(N)    070 39 36.29414(W) AD(       ) 3
 OC2200  NAD 83(1986)-  43 05 08.57510(N)    070 39 36.29694(W) AD(       ) 3
 OC2200  NAD 27      -  43 05 08.23000(N)    070 39 38.13000(W) AD(       ) 3
 OC2200
 OC2200.Superseded values are not recommended for survey control.
 OC2200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2200.See file dsdata.txt to determine how the superseded data were derived.
 OC2200
 OC2200_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH6487671671(NAD 83)
 OC2200
 OC2200  HISTORY     - Date     Condition        Report By
 OC2200  HISTORY     - UNK      MONUMENTED
 OC2200  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OC2200
 OC2200                          STATION DESCRIPTION
 OC2200
 OC2200'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (EHK)
 OC2200'STATION WAS NOT RECOVERED.  THIS IS AN UNDESCRIBED TRIANGULATION
 OC2200'STATION.  A 1/2-HR. SEARCH IN THE AREA INDICATED BY THE
 OC2200'GEOGRAPHIC POSITION REVEALED NO TRACE OF A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2599 ***********************************************************************
 PE2599  DESIGNATION -  SEAL
 PE2599  PID         -  PE2599
 PE2599  STATE/COUNTY-  ME/WALDO
 PE2599  USGS QUAD   -  ISLESBORO (1979)
 PE2599
 PE2599                         *CURRENT SURVEY CONTROL
 PE2599  ___________________________________________________________________
 PE2599* NAD 83(1996)-  44 19 22.08852(N)    068 54 11.24980(W)     ADJUSTED  
 PE2599* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 PE2599  ___________________________________________________________________
 PE2599  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 PE2599  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 PE2599
 PE2599  HORZ ORDER  -  THIRD
 PE2599
 PE2599.The horizontal coordinates were established by classical geodetic methods
 PE2599.and adjusted by the National Geodetic Survey in March 1998..
 PE2599
 PE2599.The orthometric height was scaled from a topographic map.
 PE2599
 PE2599.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2599
 PE2599.The geoid height was determined by GEOID03.
 PE2599
 PE2599;                    North         East     Units Scale Factor Converg.
 PE2599;SPC ME E     -    72,976.386   267,845.909   MT  0.99991271   -0 16 54.0
 PE2599;UTM  19      - 4,907,731.368   507,724.638   MT  0.99960073   +0 04 03.7
 PE2599
 PE2599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2599!SPC ME E     -   1.00000298  x   0.99991271  =   0.99991569
 PE2599!UTM  19      -   1.00000298  x   0.99960073  =   0.99960371
 PE2599
 PE2599                          SUPERSEDED SURVEY CONTROL
 PE2599
 PE2599  NAD 83(1992)-  44 19 22.09186(N)    068 54 11.22939(W) AD(       ) 3
 PE2599  NAD 83(1986)-  44 19 22.10170(N)    068 54 11.23354(W) AD(       ) 3
 PE2599
 PE2599.Superseded values are not recommended for survey control.
 PE2599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2599.See file dsdata.txt to determine how the superseded data were derived.
 PE2599
 PE2599_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK0772507731(NAD 83)
 PE2599_MARKER: DD = SURVEY DISK
 PE2599_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 PE2599_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2599_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE2599
 PE2599  HISTORY     - Date     Condition        Report By
 PE2599  HISTORY     - 1983     MONUMENTED       NOS
 PE2599
 PE2599                          STATION DESCRIPTION
 PE2599
 PE2599'DESCRIBED BY NATIONAL OCEAN SERVICE 1983 (RST)
 PE2599'THE STATION IS LOCATED EAST OF KELLER POINT AT SEAL HARBOR
 PE2599'ON THE WEST SIDE OF ISLESBORO ISLAND.
 PE2599'
 PE2599'TO REACH THE STATION FROM THE FERRY TERMINAL ON ISLESBORO
 PE2599'ISLAND, TAKE THE ONLY ROAD FOR 1.8 KM (1.1 MI) TO AN
 PE2599'INTERSECTION.  TURN RIGHT TOWARD DARK HARBOR AND GO 1.9 KM
 PE2599'(1.2 MI) TO ANOTHER INTERSECTION, TURN LEFT TOWARD PRIPET
 PE2599'AND GO 2.4 KM (1.5 MI) TO THE VICINITY OF THE STATION.
 PE2599'
 PE2599'THE STATION IS A 5 CM PLAIN BRONZE DISK STAMPED---SEAL 1982---,
 PE2599'SET IN A MASS OF CONCRETE IN A 2 METER HIGH 1.5 METER BY 1.5
 PE2599'METER ROCK ABOUT 5 METERS FROM SHORE.
 PE2599'IT IS LOCATED
 PE2599'22.9 METERS (75 FT) NORTHEAST FROM A SMALL HOUSE, AND
 PE2599'37.0 METERS (120 FT) WEST FROM THE SHORE END OF A PIER.
 PE2599'
 PE2599'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.45 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE1909 ***********************************************************************
 PE1909  DESIGNATION -  SEAL COVE
 PE1909  PID         -  PE1909
 PE1909  STATE/COUNTY-  ME/HANCOCK
 PE1909  USGS QUAD   -  BARTLETT ISLAND (1981)
 PE1909
 PE1909                         *CURRENT SURVEY CONTROL
 PE1909  ___________________________________________________________________
 PE1909* NAD 83(1996)-  44 17 16.20767(N)    068 24 39.87486(W)     ADJUSTED  
 PE1909* NAVD 88     -        73.     (meters)     240.     (feet)  SCALED    
 PE1909  ___________________________________________________________________
 PE1909  LAPLACE CORR-           6.25  (seconds)                    DEFLEC99
 PE1909  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 PE1909
 PE1909  HORZ ORDER  -  SECOND
 PE1909
 PE1909.The horizontal coordinates were established by classical geodetic methods
 PE1909.and adjusted by the National Geodetic Survey in March 1998..
 PE1909
 PE1909.The orthometric height was scaled from a topographic map.
 PE1909
 PE1909.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE1909
 PE1909.The geoid height was determined by GEOID03.
 PE1909
 PE1909;                    North         East     Units Scale Factor Converg.
 PE1909;SPC ME E     -    69,016.126   307,096.947   MT  0.99990062   +0 03 43.5
 PE1909;UTM  19      - 4,904,011.523   546,987.588   MT  0.99962715   +0 24 40.4
 PE1909
 PE1909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE1909!SPC ME E     -   0.99999240  x   0.99990062  =   0.99989302
 PE1909!UTM  19      -   0.99999240  x   0.99962715  =   0.99961955
 PE1909
 PE1909|---------------------------------------------------------------------|
 PE1909| PID    Reference Object                     Distance      Geod. Az  |
 PE1909|                                                           dddmmss.s |
 PE1909| CE8694 SEAL COVE RM 1                       14.630 METERS 04557     |
 PE1909| PE1920 BAR ISLAND 2                        APPROX. 5.1 KM 2260656.4 |
 PE1909| PE1861 BLUE HILL BAY FLYE IS LH            APPROX. 8.2 KM 2375734.7 |
 PE1909| PE1994 NASKEAG CHURCH CUPOLA               APPROX.11.3 KM 2384229.0 |
 PE1909| PE1964 BROOKLIN CHURCH SPIRE               APPROX.12.8 KM 2594136.0 |
 PE1909| CE8695 SEAL COVE RM 2                       11.605 METERS 33732     |
 PE1909|---------------------------------------------------------------------|
 PE1909
 PE1909                          SUPERSEDED SURVEY CONTROL
 PE1909
 PE1909  NAD 83(1992)-  44 17 16.21219(N)    068 24 39.86386(W) AD(       ) 2
 PE1909  NAD 83(1986)-  44 17 16.21238(N)    068 24 39.86836(W) AD(       ) 2
 PE1909  NAD 27      -  44 17 15.92900(N)    068 24 41.79600(W) AD(       ) 2
 PE1909
 PE1909.Superseded values are not recommended for survey control.
 PE1909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE1909.See file dsdata.txt to determine how the superseded data were derived.
 PE1909
 PE1909_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK4698804012(NAD 83)
 PE1909
 PE1909  HISTORY     - Date     Condition        Report By
 PE1909  HISTORY     - 1863     MONUMENTED       CGS
 PE1909  HISTORY     - 1911     SEE DESCRIPTION  CGS
 PE1909  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE1909  HISTORY     - 1956     SEE DESCRIPTION  CGS
 PE1909
 PE1909                          STATION DESCRIPTION
 PE1909
 PE1909'DESCRIBED BY COAST AND GEODETIC SURVEY 1911
 PE1909'ON THE HIGH ROCKY HILL ON THE N SIDE OF SEAL COVE, MOUNT DESERT
 PE1909'ISLAND (WEST SIDE).
 PE1909'
 PE1909'THE STATION IS ON THE HIGHEST AND MOST NORTHERLY OF THREE
 PE1909'NUBBLES ON THE SUMMIT, AND IS MARKED BY A COPPER BOLT SET IN A
 PE1909'HOLE IN A ROCK.  THE HILL IS NOW THICKLY COVERED WITH YOUNG FIR
 PE1909'AND SPRUCE TREES.
 PE1909
 PE1909                          STATION RECOVERY (1934)
 PE1909
 PE1909'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE1909'STATION RECOVERED AS DESCRIBED, ON THE HIGH ROCKY HILL ON THE N
 PE1909'SIDE OF SEAL COVE, W SIDE OF MOUNT DESERT ISLAND.  LAND IS OWNED
 PE1909'BY RICHARD C. PAINE.
 PE1909'
 PE1909'THE STATION MARK, A COPPER BOLT IN A ROCK, IS ON THE MOST
 PE1909'SOUTHWESTERLY OF THREE LARGE NUBBLES AND THE PROBABLE HIGHEST
 PE1909'ONE.  IT IS IN A ROUGH SUMMIT LEDGE 0.5 FOOT W OF THE W END OF
 PE1909'A 10-BY 2 1/2-INCH SHALLOW DEPRESSION WHICH HAS AN E-W
 PE1909'DIRECTION.  IT IS 6.8 FEET NW OF THE HIGHEST PART OF THE LEDGE
 PE1909'AND 1.95 FEET NE OF CENTER OF A U NOTCH IN ROCK.
 PE1909'
 PE1909'REFERENCE MARKS, STANDARD BRONZE DISKS WEDGED IN DRILL HOLES
 PE1909'IN OUTCROPPING BEDROCK, ARE PLACED AS FOLLOWS--REFERENCE MARK
 PE1909'NO. 1 IS 48.00 FEET NE OF STATION IN ROUGH LEDGE AND 6 FEET W OF
 PE1909'A 3-FOOT E FACE RUNNING N AND S.  A VEIN RUNNING NNW HAS CRACKED
 PE1909'ROCK SO THAT 1.3 FEET E OF REFERENCE MARK NO. 1 IS A 1-FOOT FACE
 PE1909'IN LEDGE.  REFERENCE MARK NO. 2 IS 38.07 FEET NNW OF STATION IN
 PE1909'LEDGE AND WHERE GROUND AFTER A GRADUAL SLOPE FROM THE STATION
 PE1909'SLOPES STEEPER TO THE N AT REFERENCE MARK.
 PE1909'
 PE1909'WITH SPEEDOMETER AT 0.0 AT TRAFFIC LIGHT (JUNCTION OF CLARK
 PE1909'POINT ROAD AND HIGHWAY 102 IN SOUTHWEST HARBOR).  GO 7.9 MILES
 PE1909'ON HIGHWAY 102 AND AT WEST TREMONT, ON HIGHWAY 183 (GOING RIGHT
 PE1909'ON ALL MAIN FORKS IN ROAD) TO ROAD LEFT ON N SIDE OF CEMETERY.
 PE1909'TAKE ROAD LEFT 0.1 MILE TO WOODS ROAD JUST NW OF LAST HOUSE.
 PE1909'FOLLOW ABOUT 0.2 TO SUMMIT OF HILL FROM WHICH STATION IS ABOUT
 PE1909'0.3 MILE, SOUTHWESTERLY.
 PE1909'
 PE1909'A 30-FOOT SIGNAL WAS USED.
 PE1909
 PE1909                          STATION RECOVERY (1956)
 PE1909
 PE1909'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 PE1909'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 PE1909'GOOD CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE
 PE1909'VERIFIED.  THE 1934 RECOVERY NOTE BY K.G.C. IS ADEQUATE WITH THE
 PE1909'FOLLOWING ADDITIONS--
 PE1909'
 PE1909'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SEAL COVE 1934 NO 1.
 PE1909'
 PE1909'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SEAL COVE 1934 NO 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2203 ***********************************************************************
 OC2203  DESIGNATION -  SEAL HEAD POINT FCT 1943
 OC2203  PID         -  OC2203
 OC2203  STATE/COUNTY-  ME/YORK
 OC2203  USGS QUAD   -  KITTERY (1989)
 OC2203
 OC2203                         *CURRENT SURVEY CONTROL
 OC2203  ___________________________________________________________________
 OC2203* NAD 83(1996)-  43 06 59.25369(N)    070 38 19.69665(W)     ADJUSTED  
 OC2203* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 OC2203  ___________________________________________________________________
 OC2203  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 OC2203  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 OC2203
 OC2203  HORZ ORDER  -  SECOND
 OC2203
 OC2203.The horizontal coordinates were established by classical geodetic methods
 OC2203.and adjusted by the National Geodetic Survey in March 1998..
 OC2203
 OC2203.The orthometric height was scaled from a topographic map.
 OC2203
 OC2203.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2203
 OC2203.The geoid height was determined by GEOID03.
 OC2203
 OC2203;                    North         East     Units Scale Factor Converg.
 OC2203;SPC ME W     -    31,560.266   861,575.455   MT  0.99998482   -0 19 21.7
 OC2203;SPC NH       -    68,992.446   383,651.916   MT  1.00005272   +0 42 09.2
 OC2203;SPC NH       -   226,352.72  1,258,697.99   sFT  1.00005272   +0 42 09.2
 OC2203;UTM  19      - 4,775,050.935   366,675.062   MT  0.99981867   -1 07 12.9
 OC2203
 OC2203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OC2203!SPC ME W     -   1.00000419  x   0.99998482  =   0.99998901
 OC2203!SPC NH       -   1.00000419  x   1.00005272  =   1.00005691
 OC2203!UTM  19      -   1.00000419  x   0.99981867  =   0.99982286
 OC2203
 OC2203                          SUPERSEDED SURVEY CONTROL
 OC2203
 OC2203  NAD 83(1992)-  43 06 59.25291(N)    070 38 19.69696(W) AD(       ) 2
 OC2203  NAD 83(1986)-  43 06 59.25693(N)    070 38 19.70128(W) AD(       ) 2
 OC2203  NAD 27      -  43 06 58.92600(N)    070 38 21.52000(W) AD(       ) 2
 OC2203
 OC2203.Superseded values are not recommended for survey control.
 OC2203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2203.See file dsdata.txt to determine how the superseded data were derived.
 OC2203
 OC2203_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH6667575051(NAD 83)
 OC2203
 OC2203  HISTORY     - Date     Condition        Report By
 OC2203  HISTORY     - 1943     MONUMENTED       CGS
 OC2203
 OC2203                          STATION DESCRIPTION
 OC2203
 OC2203'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 OC2203'STATION IS THE CENTER OF THE INSTRUMENT PEDESTAL LOCATED ON
 OC2203'THE GROUND FLOOR OF THE SEAL HEAD FIRE CONTROL TOWER.  THE
 OC2203'STATION WAS LOCATED BY DISTANCE AND DIRECTION FROM STATION COVE.
 OC2203'
 OC2203'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0281 ***********************************************************************
 OB0281  DESIGNATION -  SEAL ISLAND 1913
 OB0281  PID         -  OB0281
 OB0281  STATE/COUNTY-  ME/KNOX
 OB0281  USGS QUAD   -  MATINICUS (1973)
 OB0281
 OB0281                         *CURRENT SURVEY CONTROL
 OB0281  ___________________________________________________________________
 OB0281* NAD 83(1996)-  43 53 04.84152(N)    068 44 59.41110(W)     ADJUSTED  
 OB0281* NAVD 88     -        21.     (meters)      69.     (feet)  SCALED    
 OB0281  ___________________________________________________________________
 OB0281  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 OB0281  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 OB0281
 OB0281  HORZ ORDER  -  THIRD
 OB0281
 OB0281.The horizontal coordinates were established by classical geodetic methods
 OB0281.and adjusted by the National Geodetic Survey in March 1998..
 OB0281
 OB0281.The orthometric height was scaled from a topographic map.
 OB0281
 OB0281.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0281
 OB0281.The geoid height was determined by GEOID03.
 OB0281
 OB0281;                    North         East     Units Scale Factor Converg.
 OB0281;SPC ME E     -    24,250.714   279,924.805   MT  0.99990496   -0 10 23.5
 OB0281;UTM  19      - 4,859,094.843   520,095.453   MT  0.99960497   +0 10 24.3
 OB0281
 OB0281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0281!SPC ME E     -   1.00000063  x   0.99990496  =   0.99990559
 OB0281!UTM  19      -   1.00000063  x   0.99960497  =   0.99960560
 OB0281
 OB0281:                Primary Azimuth Mark                     Grid Az
 OB0281:SPC ME E     -  SADDLEBACK LEDGE LIGHTHOUSE              007 35 13.5
 OB0281:UTM  19      -  SADDLEBACK LEDGE LIGHTHOUSE              007 14 25.7
 OB0281
 OB0281|---------------------------------------------------------------------|
 OB0281| PID    Reference Object                     Distance      Geod. Az  |
 OB0281|                                                           dddmmss.s |
 OB0281| PE2036 SADDLEBACK LEDGE LIGHTHOUSE         APPROX.14.5 KM 0072450.0 |
 OB0281| CE8443 SEAL ISLAND 1913 RM 3                 9.266 METERS 04025     |
 OB0281| CE8441 SEAL ISLAND 1913 RM 1                 7.555 METERS 13926     |
 OB0281| OB0284 MATINICUS ROCK LIGHTHOUSE S         APPROX.14.1 KM 2165929.4 |
 OB0281| CE8442 SEAL ISLAND 1913 RM 2                 6.827 METERS 22511     |
 OB0281| OB0287 WOODEN BALL RESET                   APPROX. 5.7 KM 2384352.0 |
 OB0281|---------------------------------------------------------------------|
 OB0281
 OB0281                          SUPERSEDED SURVEY CONTROL
 OB0281
 OB0281  NAD 83(1992)-  43 53 04.84908(N)    068 44 59.39284(W) AD(       ) 3
 OB0281  NAD 83(1986)-  43 53 04.85189(N)    068 44 59.39992(W) AD(       ) 3
 OB0281  NAD 27      -  43 53 04.55400(N)    068 45 01.29300(W) AD(       ) 3
 OB0281
 OB0281.Superseded values are not recommended for survey control.
 OB0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0281.See file dsdata.txt to determine how the superseded data were derived.
 OB0281
 OB0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEJ2009559095(NAD 83)
 OB0281
 OB0281  HISTORY     - Date     Condition        Report By
 OB0281  HISTORY     - 1913     MONUMENTED       CGS
 OB0281  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OB0281  HISTORY     - 1944     SEE DESCRIPTION  CGS
 OB0281  HISTORY     - 1945     SEE DESCRIPTION  CGS
 OB0281  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OB0281
 OB0281                          STATION DESCRIPTION
 OB0281
 OB0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (NHH)
 OB0281'ON THE MOST WESTERLY PART OF SEAL ISLAND, ABOUT 40 FEET E OF ITS
 OB0281'HIGHEST POINT, ON WHICH THERE IS A PILE OF LOOSE ROCK WHICH HAS
 OB0281'BEEN USED TO SUPPORT A POLE.  THE STATION MARK IS A STANDARD
 OB0281'TRIANGULATION MARK WITH STEM, INSERTED IN A SMALL LEDGE ABOUT 3
 OB0281'FEET IN DIAMETER.  AS THE STATION MARK COULD NOT BE INSERTED
 OB0281'QUITE TO ITS FULL LENGTH, THE TOP OF THE ROCK WAS COVERED WITH
 OB0281'NEAT CEMENT TO THE HEIGHT OF THE DISK.  THREE REFERENCE MARKS
 OB0281'ARE AS FOLLOWS--NO. 1, A DRILL HOLE 2 INCHES DEEP NEAR THE SW
 OB0281'EDGE OF A LARGE LEDGE S OF THE SIGNAL, IS 7.71 METERS FROM THE
 OB0281'STATION IN AZIMUTH 319 DEG 27 MIN.  NO. 2, A SIMILAR DRILL
 OB0281'HOLE IN THE ROCK ABOUT 20 FEET NW OF THE ROCK PILE, IS 6.95
 OB0281'METERS FROM THE STATION IN AZIMUTH 45 DEG 12 MIN.  NO. 3, A
 OB0281'DRILL HOLE NEAR E OF THE STATION ON EXPOSED LEDGE ABOUT 4 FEET
 OB0281'FROM THE EDGE OF THE GRASS LINE TO THE N, IS 9.18 METERS FROM
 OB0281'THE STATION, IN AZIMUTH 220 DEG 21 MIN.
 OB0281
 OB0281                          STATION RECOVERY (1934)
 OB0281
 OB0281'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 OB0281'THE STATION AND 3 REFERENCE MARK DRILL HOLES RECOVERED AS
 OB0281'DESCRIBED.  THE DESCRIPTION FITS EXCEPT THAT REFERENCE MARK NO. 3
 OB0281'IS NEARER N, RATHER THAN E OF THE STATION.
 OB0281'
 OB0281'STANDARD REFERENCE MARKS WERE PLACED IN DRILL HOLES NO. 1 AND
 OB0281'NO. 2, WHILE NO. 3 WAS LEFT AS FOUND.  THE DISTANCES WERE
 OB0281'REMEASURED AND ANGLES TURNED BETWEEN REFERENCE MARKS.
 OB0281
 OB0281                          STATION RECOVERY (1944)
 OB0281
 OB0281'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 OB0281'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED, EXCEPT THAT
 OB0281'THE STATION IS ABOUT 40 FEET N OF HIGHEST PART OF SEAL ISLAND
 OB0281'INSTEAD OF E.  ISLAND IS USED AS A NAVAL GUNNERY TARGET AND MARK
 OB0281'MAY BE BLOWN OUT AT ANY TIME.
 OB0281'
 OB0281'CUT TO CENTER OF ROCK BETWEEN SEAL ISLAND AND WOODEN BALL
 OB0281'ISLAND, 352 DEG 39 MIN FROM STATION WOODEN BALL.
 OB0281
 OB0281                          STATION RECOVERY (1945)
 OB0281
 OB0281'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (LPR)
 OB0281'STATION IS 30 FEET N OF TOP OF ROUND GRASSY HILL ON THE W PART
 OB0281'OF SEAL ISLAND AND IS ABOUT 3 FEET LOWER THAN THE HIGHEST
 OB0281'POINT.  LEDGE HOLDING MARK IS COVERED WITH GRASS AND MOSS
 OB0281'AND RECOVERY CAN BEST BE MADE FROM R.M. 3 WHICH IS APPROXIMATELY
 OB0281'8 FEET W OF THE HIGHEST POINT OF THE HILL.
 OB0281'
 OB0281'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE IN A
 OB0281'DEPRESSION IN OUTCROPPING BEDROCK.
 OB0281'
 OB0281'REFERENCE MARKS 1 AND 2 ARE BRONZE REFERENCE DISKS SET IN
 OB0281'CONCRETE IN DEPRESSIONS IN OUTCROPPING BEDROCK.
 OB0281'
 OB0281'REFERENCE MARK 3 IS A BRONZE DISK IN A DRILL HOLE IN BEDROCK.
 OB0281'
 OB0281'PILE OF ROCKS MENTIONED IN ORIGINAL DESCRIPTION NOT IN EVIDENCE.
 OB0281
 OB0281                          STATION RECOVERY (1953)
 OB0281
 OB0281'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (PT)
 OB0281'THE STATION AND ITS REFERENCE MARKS WERE RECOVERED IN GOOD
 OB0281'CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE MEASURED
 OB0281'WITH A STEEL TAPE AND FOUND TO BE CORRECT.  STATION AND REFERENCE
 OB0281'MARKS ARE STAMPED AS FOLLOWS--SEAL ISLAND 1913 1934, SEAL ISLAND
 OB0281'NO 1 1913 1934 AND SEAL ISLAND NO 2 1913 1934.  THE PUBLISHED
 OB0281'DESCRIPTION IS ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2600 ***********************************************************************
 PE2600  DESIGNATION -  SEAL ISLAND PIER
 PE2600  PID         -  PE2600
 PE2600  STATE/COUNTY-  ME/WALDO
 PE2600  USGS QUAD   -  ISLESBORO (1979)
 PE2600
 PE2600                         *CURRENT SURVEY CONTROL
 PE2600  ___________________________________________________________________
 PE2600* NAD 83(1996)-  44 19 34.54686(N)    068 55 33.58456(W)     ADJUSTED  
 PE2600* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 PE2600  ___________________________________________________________________
 PE2600  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 PE2600  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 PE2600
 PE2600  HORZ ORDER  -  THIRD
 PE2600
 PE2600.The horizontal coordinates were established by classical geodetic methods
 PE2600.and adjusted by the National Geodetic Survey in March 1998..
 PE2600
 PE2600.The orthometric height was scaled from a topographic map.
 PE2600
 PE2600.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2600
 PE2600.The geoid height was determined by GEOID03.
 PE2600
 PE2600;                    North         East     Units Scale Factor Converg.
 PE2600;SPC ME E     -    73,370.112   266,023.686   MT  0.99991419   -0 17 51.6
 PE2600;UTM  19      - 4,908,113.857   505,900.618   MT  0.99960043   +0 03 06.2
 PE2600
 PE2600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2600!SPC ME E     -   1.00000287  x   0.99991419  =   0.99991706
 PE2600!UTM  19      -   1.00000287  x   0.99960043  =   0.99960330
 PE2600
 PE2600                          SUPERSEDED SURVEY CONTROL
 PE2600
 PE2600  NAD 83(1992)-  44 19 34.55034(N)    068 55 33.56410(W) AD(       ) 3
 PE2600  NAD 83(1986)-  44 19 34.56042(N)    068 55 33.56820(W) AD(       ) 3
 PE2600
 PE2600.Superseded values are not recommended for survey control.
 PE2600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2600.See file dsdata.txt to determine how the superseded data were derived.
 PE2600
 PE2600_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK0590108114(NAD 83)
 PE2600_MARKER: N = NAIL
 PE2600_SETTING: 0 = UNSPECIFIED SETTING
 PE2600_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2600_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE2600
 PE2600  HISTORY     - Date     Condition        Report By
 PE2600  HISTORY     - 1983     MONUMENTED       NOS
 PE2600
 PE2600                          STATION DESCRIPTION
 PE2600
 PE2600'DESCRIBED BY NATIONAL OCEAN SERVICE 1983 (WVH)
 PE2600'THE STATION IS LOCATED ON THE END OF THE WOOD PIER ON SEAL ISLAND
 PE2600'IN PENOBSCOT BAY, APPROXIMATELY 1500 METERS WEST OF KELLERS POINT
 PE2600'ISLESBORO ISLAND.  THE PIER IS THE ONLY ONE PRESENTLY ON SEAL ISLAND.
 PE2600'THE STATION IS MARKED BY A NAIL DRIVEN INTO THE WOOD APPROXIMATELY
 PE2600'0.2 METERS WEST FROM THE END OF THE NONFLOATING END OF THE PIER.
 PE2600'THE NAIL HAS A CROSS SCRATCHED INTO IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2601 ***********************************************************************
 PE2601  DESIGNATION -  SEARS
 PE2601  PID         -  PE2601
 PE2601  STATE/COUNTY-  ME/WALDO
 PE2601  USGS QUAD   -  SEARSPORT (1988)
 PE2601
 PE2601                         *CURRENT SURVEY CONTROL
 PE2601  ___________________________________________________________________
 PE2601* NAD 83(1996)-  44 27 07.43301(N)    068 55 28.73752(W)     ADJUSTED  
 PE2601* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 PE2601  ___________________________________________________________________
 PE2601  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 PE2601  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 PE2601
 PE2601  HORZ ORDER  -  THIRD
 PE2601
 PE2601.The horizontal coordinates were established by classical geodetic methods
 PE2601.and adjusted by the National Geodetic Survey in March 1998..
 PE2601
 PE2601.The orthometric height was scaled from a topographic map.
 PE2601
 PE2601.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2601
 PE2601.The geoid height was determined by GEOID03.
 PE2601
 PE2601;                    North         East     Units Scale Factor Converg.
 PE2601;SPC ME E     -    87,347.232   266,203.541   MT  0.99991404   -0 17 50.6
 PE2601;UTM  19      - 4,922,087.429   505,995.116   MT  0.99960044   +0 03 10.0
 PE2601
 PE2601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PE2601!SPC ME E     -   1.00000386  x   0.99991404  =   0.99991790
 PE2601!UTM  19      -   1.00000386  x   0.99960044  =   0.99960430
 PE2601
 PE2601                          SUPERSEDED SURVEY CONTROL
 PE2601
 PE2601  NAD 83(1992)-  44 27 07.43476(N)    068 55 28.71618(W) AD(       ) 3
 PE2601  NAD 83(1986)-  44 27 07.43837(N)    068 55 28.71940(W) AD(       ) 3
 PE2601
 PE2601.Superseded values are not recommended for survey control.
 PE2601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2601.See file dsdata.txt to determine how the superseded data were derived.
 PE2601
 PE2601_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK0599522087(NAD 83)
 PE2601_MARKER: N = NAIL
 PE2601_SETTING: 0 = UNSPECIFIED SETTING
 PE2601_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2601_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PE2601
 PE2601  HISTORY     - Date     Condition        Report By
 PE2601  HISTORY     - 1983     MONUMENTED       NOS
 PE2601
 PE2601                          STATION DESCRIPTION
 PE2601
 PE2601'DESCRIBED BY NATIONAL OCEAN SERVICE 1983 (RST)
 PE2601'THE STATION IS LOCATED AT THE SOUTH END OF THE SEARSPORT
 PE2601'PUBLIC DOCK IN SEARSPORT, MAINE.
 PE2601'
 PE2601'TO REACH THE STATION FROM THE POST OFFICE IN SEARSPORT, GO
 PE2601'SOUTH ON US 1 FOR 0.2KM (0.1 MI) TO STEAMBOAT ROAD.  TURN
 PE2601'LEFT AND CONTINUE FOR 0.5 KM (0.3 MI) TO THE SEARSPORT DOCK
 PE2601'AND TO THE STATION.
 PE2601'
 PE2601'THE STATION IS A PK NAIL DRIVEN INTO THE SOUTH END OF THE
 PE2601'SEARSPORT PUBLIC DOCK.
 PE2601'IT IS LOCATED
 PE2601'1.22 METER (4.0 FT) NORTH FROM THE SOUTH EDGE OF THE DOCK, AND
 PE2601'1.13 METER (3.7 FT) WEST FROM THE EAST EDGE OF THE DOCK.
 PE2601'
 PE2601'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.48 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2602 ***********************************************************************
 PE2602  DESIGNATION -  SEARS ISLAND RADIO TWR
 PE2602  PID         -  PE2602
 PE2602  STATE/COUNTY-  ME/WALDO
 PE2602  USGS QUAD   -  SEARSPORT (1988)
 PE2602
 PE2602                         *CURRENT SURVEY CONTROL
 PE2602  ___________________________________________________________________
 PE2602* NAD 83(1996)-  44 25 49.95635(N)    068 52 58.55284(W)     ADJUSTED  
 PE2602* NAVD 88     -                                                        
 PE2602  ___________________________________________________________________
 PE2602  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 PE2602  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 PE2602
 PE2602  HORZ ORDER  -  THIRD
 PE2602
 PE2602.The horizontal coordinates were established by classical geodetic methods
 PE2602.and adjusted by the National Geodetic Survey in March 1998..
 PE2602
 PE2602
 PE2602.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2602
 PE2602.The geoid height was determined by GEOID03.
 PE2602
 PE2602;                    North         East     Units Scale Factor Converg.
 PE2602;SPC ME E     -    84,939.619   269,512.549   MT  0.99991143   -0 16 05.1
 PE2602;UTM  19      - 4,919,700.824   509,317.737   MT  0.99960107   +0 04 55.0
 PE2602
 PE2602                          SUPERSEDED SURVEY CONTROL
 PE2602
 PE2602  NAD 83(1992)-  44 25 49.95760(N)    068 52 58.53103(W) AD(       ) 4
 PE2602  NAD 83(1986)-  44 25 49.96793(N)    068 52 58.54364(W) AD(       ) 4
 PE2602
 PE2602.Superseded values are not recommended for survey control.
 PE2602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2602.See file dsdata.txt to determine how the superseded data were derived.
 PE2602
 PE2602_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK0931819701(NAD 83)
 PE2602_MARKER: 43 = RADIO/TV TOWER
 PE2602_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2602
 PE2602  HISTORY     - Date     Condition        Report By
 PE2602  HISTORY     - 1983     FIRST OBSERVED   NOS
 PE2602
 PE2602                          STATION DESCRIPTION
 PE2602
 PE2602'DESCRIBED BY NATIONAL OCEAN SERVICE 1983 (RST)
 PE2602'THE STATION, IS THE LARGE RADIO TOWER LOCATED NEAR THE
 PE2602'SOUTHWESTERN END OF SEARS ISLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PE2622 ***********************************************************************
 PE2622  DESIGNATION -  SEARSPORT CHURCH SPIRE
 PE2622  PID         -  PE2622
 PE2622  STATE/COUNTY-  ME/WALDO
 PE2622  USGS QUAD   -  SEARSPORT (1988)
 PE2622
 PE2622                         *CURRENT SURVEY CONTROL
 PE2622  ___________________________________________________________________
 PE2622* NAD 83(1996)-  44 27 35.23384(N)    068 55 30.29297(W)     ADJUSTED  
 PE2622* NAVD 88     -                                                        
 PE2622  ___________________________________________________________________
 PE2622  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 PE2622  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 PE2622
 PE2622  HORZ ORDER  -  THIRD
 PE2622
 PE2622.The horizontal coordinates were established by classical geodetic methods
 PE2622.and adjusted by the National Geodetic Survey in March 1998..
 PE2622.No horizontal observational check was made to the station.
 PE2622
 PE2622
 PE2622.The Laplace correction was computed from DEFLEC99 derived deflections.
 PE2622
 PE2622.The geoid height was determined by GEOID03.
 PE2622
 PE2622;                    North         East     Units Scale Factor Converg.
 PE2622;SPC ME E     -    88,205.453   266,173.612   MT  0.99991407   -0 17 51.8
 PE2622;UTM  19      - 4,922,945.182   505,959.954   MT  0.99960044   +0 03 08.9
 PE2622
 PE2622                          SUPERSEDED SURVEY CONTROL
 PE2622
 PE2622  NAD 83(1992)-  44 27 35.23562(N)    068 55 30.27161(W) AD(       ) 4
 PE2622  NAD 83(1986)-  44 27 35.23060(N)    068 55 30.27478(W) AD(       ) 4
 PE2622  NAD 27      -  44 27 34.92000(N)    068 55 32.11000(W) AD(       ) 3
 PE2622
 PE2622.Superseded values are not recommended for survey control.
 PE2622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PE2622.See file dsdata.txt to determine how the superseded data were derived.
 PE2622
 PE2622_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK0596022945(NAD 83)
 PE2622_MARKER: 90 = CHURCH SPIRE
 PE2622_SETTING: 0 = UNSPECIFIED SETTING
 PE2622_MAGNETIC: N = NO MAGNETIC MATERIAL
 PE2622
 PE2622  HISTORY     - Date     Condition        Report By
 PE2622  HISTORY     - UNK      FIRST OBSERVED
 PE2622  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PE2622  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PE2622  HISTORY     - 1957     SEE DESCRIPTION  CGS
 PE2622  HISTORY     - 1983     GOOD             NOS
 PE2622
 PE2622                          STATION DESCRIPTION
 PE2622
 PE2622'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PE2622'THIS IS PROBABLY THE CONGREGATIONAL CHURCH OF SEARSPORT, BUILT
 PE2622'1833, AND LOCATED ABOUT 1 BLOCK N OF ROUTE 1 IN THE CENTRAL PART
 PE2622'OF THE TOWN.  IT HAS A DOME-SHAPED SPIRE WITH COPPER ROOF AND
 PE2622'IS THE HIGHEST POINT IN THE VILLAGE.  THERE IS ANOTHER CHURCH IN
 PE2622'TOWN BUILT IN 1840 BUT ITS SPIRE IS A LESS PROMINENT POINT, BEING
 PE2622'LOWER IN ELEVATION AND 2 BLOCKS SE OF THE CONGREGATIONAL CHURCH,
 PE2622'CAPTAIN COLOCORD, AGED LOCAL RESIDENT, SAYS THAT NO CHANGES
 PE2622'HAVE BEEN MADE IN THE EXTERIOR OF THE CHURCH.  THE POINT WAS
 PE2622'NOT CHECKED BY THE 1934 OBSERVATIONS.
 PE2622
 PE2622                          STATION RECOVERY (1944)
 PE2622
 PE2622'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 PE2622'STATION RECOVERED IN GOOD CONDITION.  STATION IS THE SPIRE OF
 PE2622'THE FIRST CONGREGATIONAL CHURCH IN SEARSPORT, BUILT IN 1832.  CHURCH
 PE2622'IS PAINTED WHITE, HAS A SHORT, OCTAGONAL SPIRE WHICH HAS A WEATHER
 PE2622'VANE ON TOP AND RESEMBLES A CUPOLA MORE THAN A SPIRE.  ACCORDING
 PE2622'TO LOCAL INFORMATION IT IS THE ORIGINAL SPIRE.
 PE2622
 PE2622                          STATION RECOVERY (1957)
 PE2622
 PE2622'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 PE2622'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE 1944 DESCRIPTION
 PE2622'BY F. L. P. IS ADEQUATE.
 PE2622
 PE2622                          STATION RECOVERY (1983)
 PE2622
 PE2622'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1983 (RST)
 PE2622'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0365 ***********************************************************************
 OB0365  DESIGNATION -  SEAVEYS J HOUSE CHIMNEY
 OB0365  PID         -  OB0365
 OB0365  STATE/COUNTY-  ME/KNOX
 OB0365  USGS QUAD   -  FRIENDSHIP (1973)
 OB0365
 OB0365                         *CURRENT SURVEY CONTROL
 OB0365  ___________________________________________________________________
 OB0365* NAD 83(1996)-  43 59 12.86014(N)    069 16 40.38829(W)     ADJUSTED  
 OB0365* NAVD 88     -                                                        
 OB0365  ___________________________________________________________________
 OB0365  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 OB0365  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 OB0365
 OB0365  HORZ ORDER  -  THIRD
 OB0365
 OB0365.The horizontal coordinates were established by classical geodetic methods
 OB0365.and adjusted by the National Geodetic Survey in March 1998..
 OB0365
 OB0365
 OB0365.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0365
 OB0365.The geoid height was determined by GEOID03.
 OB0365
 OB0365;                    North         East     Units Scale Factor Converg.
 OB0365;SPC ME E     -    35,872.010   237,601.204   MT  0.99994787   -0 32 24.9
 OB0365;SPC ME W     -   128,542.524   971,299.149   MT  1.00002917   +0 37 02.2
 OB0365;UTM  19      - 4,870,456.006   477,715.864   MT  0.99960611   -0 11 34.8
 OB0365
 OB0365                          SUPERSEDED SURVEY CONTROL
 OB0365
 OB0365  NAD 83(1992)-  43 59 12.86393(N)    069 16 40.37105(W) AD(       ) 4
 OB0365  NAD 83(1986)-  43 59 12.86838(N)    069 16 40.37760(W) AD(       ) 4
 OB0365  NAD 27      -  43 59 12.59000(N)    069 16 42.22000(W) AD(       ) 3
 OB0365
 OB0365.Superseded values are not recommended for survey control.
 OB0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0365.See file dsdata.txt to determine how the superseded data were derived.
 OB0365
 OB0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ7771670456(NAD 83)
 OB0365
 OB0365  HISTORY     - Date     Condition        Report By
 OB0365  HISTORY     - 1863     MONUMENTED       CGS
 OB0365  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OB0365  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OB0365
 OB0365                          STATION DESCRIPTION
 OB0365
 OB0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1863 (CF)
 OB0365'THE STATION IS ON THE CHIMNEY OF A SMALL WHITE HOUSE ON THE E
 OB0365'BANK OF MAPLE JUICE COVE AND ABOUT 1 MILE N OF ITS MOUTH.
 OB0365
 OB0365                          STATION RECOVERY (1943)
 OB0365
 OB0365'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 OB0365'THE HOUSE DESCRIBED IN 1863 HAS BEEN ALTERED AND THE CHIMNEY
 OB0365'ON THE MAIN PART DESTROYED.  THERE ARE TWO BRICK CHIMNEYS ON THE
 OB0365'PRESENT HOUSE, NEITHER OF WHICH SEEMS TO BE OLD.  THE HOUSE IS
 OB0365'STILL WHITE, THE W SECTION BEING TWO-STORY AND THE E SECTION
 OB0365'BEING ONE-STORY.
 OB0365'
 OB0365'NOTE--W CHIMNEY CHECKS WITHIN LIMITS OF ACCURACY (AIR PHOTO PARTY).
 OB0365
 OB0365                          STATION RECOVERY (1953)
 OB0365
 OB0365'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (PT)
 OB0365'STATION LOST.  THE ORIGINAL CHIMNEY HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PD1150 ***********************************************************************
 PD1150  DESIGNATION -  SEAYERS HOUSE CHIMNEY
 PD1150  PID         -  PD1150
 PD1150  STATE/COUNTY-  ME/WASHINGTON
 PD1150  USGS QUAD   -  HARRINGTON (1975)
 PD1150
 PD1150                         *CURRENT SURVEY CONTROL
 PD1150  ___________________________________________________________________
 PD1150* NAD 83(1996)-  44 32 57.58823(N)    067 45 30.63658(W)     ADJUSTED  
 PD1150* NAVD 88     -                                                        
 PD1150  ___________________________________________________________________
 PD1150  LAPLACE CORR-           5.50  (seconds)                    DEFLEC99
 PD1150  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 PD1150
 PD1150  HORZ ORDER  -  THIRD
 PD1150
 PD1150.The horizontal coordinates were established by classical geodetic methods
 PD1150.and adjusted by the National Geodetic Survey in March 1998..
 PD1150
 PD1150
 PD1150.The Laplace correction was computed from DEFLEC99 derived deflections.
 PD1150
 PD1150.The geoid height was determined by GEOID03.
 PD1150
 PD1150;                    North         East     Units Scale Factor Converg.
 PD1150;SPC ME E     -    98,334.206   358,914.754   MT  0.99994267   +0 31 12.7
 PD1150;UTM  19      - 4,933,638.214   598,612.528   MT  0.99971959   +0 52 15.6
 PD1150
 PD1150                          SUPERSEDED SURVEY CONTROL
 PD1150
 PD1150  NAD 83(1992)-  44 32 57.58480(N)    067 45 30.63627(W) AD(       ) 4
 PD1150  NAD 83(1986)-  44 32 57.58108(N)    067 45 30.63944(W) AD(       ) 4
 PD1150  NAD 27      -  44 32 57.30000(N)    067 45 32.66000(W) AD(       ) 3
 PD1150
 PD1150.Superseded values are not recommended for survey control.
 PD1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PD1150.See file dsdata.txt to determine how the superseded data were derived.
 PD1150
 PD1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK9861333638(NAD 83)
 PD1150
 PD1150  HISTORY     - Date     Condition        Report By
 PD1150  HISTORY     - UNK      MONUMENTED
 PD1150  HISTORY     - 1934     SEE DESCRIPTION  CGS
 PD1150
 PD1150                          STATION DESCRIPTION
 PD1150
 PD1150'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 PD1150'THIS INTERSECTION STATION IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OC2611 ***********************************************************************
 OC2611  DESIGNATION -  SEBAGO TV STA WCSH MAST
 OC2611  PID         -  OC2611
 OC2611  STATE/COUNTY-  ME/CUMBERLAND
 OC2611  USGS QUAD   -  STEEP FALLS (1983)
 OC2611
 OC2611                         *CURRENT SURVEY CONTROL
 OC2611  ___________________________________________________________________
 OC2611* NAD 83(1996)-  43 51 32.13617(N)    070 42 39.18034(W)     ADJUSTED  
 OC2611* NAVD 88     -                                                        
 OC2611  ___________________________________________________________________
 OC2611  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 OC2611  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 OC2611
 OC2611  HORZ ORDER  -  THIRD
 OC2611
 OC2611.The horizontal coordinates were established by classical geodetic methods
 OC2611.and adjusted by the National Geodetic Survey in March 1998..
 OC2611
 OC2611
 OC2611.The Laplace correction was computed from DEFLEC99 derived deflections.
 OC2611
 OC2611.The geoid height was determined by GEOID03.
 OC2611
 OC2611;                    North         East     Units Scale Factor Converg.
 OC2611;SPC ME W     -   114,083.071   856,248.584   MT  0.99999020   -0 22 37.5
 OC2611;UTM  19      - 4,857,626.923   362,505.999   MT  0.99983252   -1 11 08.3
 OC2611
 OC2611                          SUPERSEDED SURVEY CONTROL
 OC2611
 OC2611  NAD 83(1992)-  43 51 32.13547(N)    070 42 39.18175(W) AD(       ) 4
 OC2611  NAD 83(1986)-  43 51 32.14285(N)    070 42 39.18678(W) AD(       ) 4
 OC2611  NAD 27      -  43 51 31.87026(N)    070 42 40.96706(W) AD(       ) 3
 OC2611
 OC2611.Superseded values are not recommended for survey control.
 OC2611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OC2611.See file dsdata.txt to determine how the superseded data were derived.
 OC2611
 OC2611_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ6250657627(NAD 83)
 OC2611
 OC2611  HISTORY     - Date     Condition        Report By
 OC2611  HISTORY     - 1976     MONUMENTED       NGS
 OC2611  HISTORY     - 20050605 POOR             GEOCAC
 OC2611
 OC2611                          STATION DESCRIPTION
 OC2611
 OC2611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 OC2611'THE STATION, SEBAGO TELEVISION STATION WCSH MAST, IS LOCATED
 OC2611'ON WINN MOUNTAIN IN THE TOWN OF SEBAGO.  IT IS ABOUT 3-1/2
 OC2611'MILES WEST OF EAST SEBAGO AND 2-1/2 MILES SOUTH-SOUTHWEST
 OC2611'OF SEBAGO VILLAGE.
 OC2611'
 OC2611'THE MAST IS ABOUT 1200 FEET HIGH PAINTED RED AND WHITE.  THE
 OC2611'POINT INTERSECTED WAS THE RED STROBE LIGHT AT THE TOP.
 OC2611'
 OC2611'DESCRIBED BY GREGORY S. NELSON
 OC2611
 OC2611                          STATION RECOVERY (2005)
 OC2611
 OC2611'RECOVERY NOTE BY GEOCACHING 2005 (JKS)
 OC2611'THE TOWER DESCRIBED HERE COLLAPSED IN THE EARLY 1980'S DUE TO AN ICE
 OC2611'STORM. IT IS DOUBTFUL THAT THE ORIGINAL HEIGHT AND LOCATION WERE
 OC2611'EMULATED WITH THIS NEW TOWER. JKS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0568 ***********************************************************************
 OB0568  DESIGNATION -  SEBASCO
 OB0568  PID         -  OB0568
 OB0568  STATE/COUNTY-  ME/CUMBERLAND
 OB0568  USGS QUAD   -  ORRS ISLAND (1997)
 OB0568
 OB0568                         *CURRENT SURVEY CONTROL
 OB0568  ___________________________________________________________________
 OB0568* NAD 83(1996)-  43 48 58.23732(N)    069 55 39.17668(W)     ADJUSTED  
 OB0568* NAVD 88     -        40.     (meters)     131.     (feet)  SCALED    
 OB0568  ___________________________________________________________________
 OB0568  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 OB0568  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 OB0568
 OB0568  HORZ ORDER  -  THIRD
 OB0568
 OB0568.The horizontal coordinates were established by classical geodetic methods
 OB0568.and adjusted by the National Geodetic Survey in March 1998..
 OB0568
 OB0568.The orthometric height was scaled from a topographic map.
 OB0568
 OB0568.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0568
 OB0568.The geoid height was determined by GEOID03.
 OB0568
 OB0568;                    North         East     Units Scale Factor Converg.
 OB0568;SPC ME W     -   109,217.172   919,237.187   MT  0.99997122   +0 09 56.0
 OB0568;UTM  19      - 4,851,874.416   425,405.222   MT  0.99966844   -0 38 32.0
 OB0568
 OB0568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OB0568!SPC ME W     -   0.99999781  x   0.99997122  =   0.99996903
 OB0568!UTM  19      -   0.99999781  x   0.99966844  =   0.99966625
 OB0568
 OB0568|---------------------------------------------------------------------|
 OB0568| PID    Reference Object                     Distance      Geod. Az  |
 OB0568|                                                           dddmmss.s |
 OB0568| CE8444 SEBASCO RM 1                          7.338 METERS 00930     |
 OB0568| OB0562 WARD                                APPROX. 3.6 KM 0552356.6 |
 OB0568| CE8445 SEBASCO RM 2                          6.563 METERS 17626     |
 OB0568| OB0579 HARPSWELL T RANDALLS BARN CUP       APPROX. 3.5 KM 2855957.4 |
 OB0568| OB0591 BRUNSWICK BLACK STANDPIPE           APPROX.12.4 KM 3370946.6 |
 OB0568| OB0575 HARPSWELL MERRUCOONEGAN CUPOLA      APPROX. 4.6 KM 3380348.0 |
 OB0568|---------------------------------------------------------------------|
 OB0568
 OB0568                          SUPERSEDED SURVEY CONTROL
 OB0568
 OB0568  NAD 83(1992)-  43 48 58.23550(N)    069 55 39.17605(W) AD(       ) 3
 OB0568  NAD 83(1986)-  43 48 58.24122(N)    069 55 39.18136(W) AD(       ) 3
 OB0568  NAD 27      -  43 48 57.94600(N)    069 55 41.01100(W) AD(       ) 3
 OB0568
 OB0568.Superseded values are not recommended for survey control.
 OB0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0568.See file dsdata.txt to determine how the superseded data were derived.
 OB0568
 OB0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ2540551874(NAD 83)
 OB0568
 OB0568  HISTORY     - Date     Condition        Report By
 OB0568  HISTORY     - 1933     MONUMENTED       CGS
 OB0568  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0568
 OB0568                          STATION DESCRIPTION
 OB0568
 OB0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OB0568'STATION IS ON A LONG RIDGE WHICH IS ABOUT 6 METERS WIDE AT THE
 OB0568'TOP AND WHICH RUNS N AND S ON THE W SIDE OF THAT PORTION OF
 OB0568'SEBASCODEGAN ISLAND WHICH LIES BETWEEN LONG REACH AND DOUGHTY
 OB0568'COVE.  THE STATION MARK IS ON THE HIGHEST POINT OF THE RIDGE AT
 OB0568'A POINT OPPOSITE SNOW ISLAND IN QUOHOG BAY AND IN RANGE WITH
 OB0568'THE S END OF SNOW ISLAND AND THE S EDGE OF A RED-ROOFED HOUSE
 OB0568'ON THE W SIDE OF QUOHOG BAY, BOTH OF WHICH ARE PLAINLY VISIBLE
 OB0568'FROM THE RIDGE.
 OB0568'
 OB0568'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 OB0568'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 OB0568'
 OB0568'THE TWO REFERENCE MARKS AND THE STATION MARK ARE ALMOST IN RANGE.
 OB0568'
 OB0568'REFERENCE MARK NO. 1 IS N AND REFERENCE MARK NO. 2 IS S OF THE
 OB0568'STATION AND BOTH ARE IN THE SAME GENERAL LEDGE AS THE STATION.
 OB0568'
 OB0568'TO REACH STATION FROM BRUNSWICK, MAINE, GO S ON HIGHWAYS 123 AND
 OB0568'124 WHICH SEPARATE ON THE S EDGE OF BRUNSWICK.  FROM THIS
 OB0568'JUNCTION TAKE HIGHWAY 124, 7.4 MILES TO TELEPHONE POLE NO. 327
 OB0568'NEAR A MAIL BOX MARKED C.E. TRUFANT, NO. 34.  FROM THIS POINT
 OB0568'WALK ALONG THE DIM ROAD WHICH GOES SW ACROSS FIELD AND FOLLOW
 OB0568'INTO WOODS TO A BLAZED TREE ABOUT 3/8 MILE FROM MAIN ROAD.  FROM
 OB0568'THIS TREE WALK DUE W TO TOP OF THE MAIN RIDGE AND STATION.
 OB0568'SEVERAL BOLTS WERE SET IN THE ROCK AS ANCHORS FOR TRIPOD AND
 OB0568'TOWER.
 OB0568'
 OB0568'HEIGHT OF SIGNAL ABOVE STATION MARK - 7 METERS.
 OB0568
 OB0568                          STATION RECOVERY (1942)
 OB0568
 OB0568'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OB0568'RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE, EXCEPT STATE
 OB0568'HIGHWAY 24 SHOULD BE INSERTED WHEREVER STATE HIGHWAY 124 IS
 OB0568'MENTIONED.  AND THAT THE MAIL BOX MARKED C.E. TRUFANT, NO. 34
 OB0568'HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0576 ***********************************************************************
 OB0576  DESIGNATION -  SEBASCODEGAN I CHIM W END HSE
 OB0576  PID         -  OB0576
 OB0576  STATE/COUNTY-  ME/CUMBERLAND
 OB0576  USGS QUAD   -  ORRS ISLAND (1997)
 OB0576
 OB0576                         *CURRENT SURVEY CONTROL
 OB0576  ___________________________________________________________________
 OB0576* NAD 83(1996)-  43 46 33.95736(N)    069 56 13.12372(W)     ADJUSTED  
 OB0576* NAVD 88     -                                                        
 OB0576  ___________________________________________________________________
 OB0576  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 OB0576  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 OB0576
 OB0576  HORZ ORDER  -  THIRD
 OB0576
 OB0576.The horizontal coordinates were established by classical geodetic methods
 OB0576.and adjusted by the National Geodetic Survey in March 1998..
 OB0576
 OB0576
 OB0576.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0576
 OB0576.The geoid height was determined by GEOID03.
 OB0576
 OB0576;                    North         East     Units Scale Factor Converg.
 OB0576;SPC ME W     -   104,762.199   918,490.912   MT  0.99997087   +0 09 32.1
 OB0576;UTM  19      - 4,847,431.744   424,596.483   MT  0.99966993   -0 38 53.8
 OB0576
 OB0576                          SUPERSEDED SURVEY CONTROL
 OB0576
 OB0576  NAD 83(1992)-  43 46 33.95530(N)    069 56 13.12320(W) AD(       ) 4
 OB0576  NAD 83(1986)-  43 46 33.96107(N)    069 56 13.12858(W) AD(       ) 4
 OB0576  NAD 27      -  43 46 33.66100(N)    069 56 14.96200(W) AD(       ) 3
 OB0576
 OB0576.Superseded values are not recommended for survey control.
 OB0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0576.See file dsdata.txt to determine how the superseded data were derived.
 OB0576
 OB0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ2459647432(NAD 83)
 OB0576
 OB0576  HISTORY     - Date     Condition        Report By
 OB0576  HISTORY     - 1933     MONUMENTED       CGS
 OB0576  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0576
 OB0576                          STATION DESCRIPTION
 OB0576
 OB0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OB0576'THE STATION IS ON THE HOUSE WHICH IS ON A BARE POINT WITH WOODS
 OB0576'BEHIND IT.  IT IS A ONE-STORY GREEN-ROOFED COTTAGE, LONG AND
 OB0576'LOW, WITH A CHIMNEY ON EACH END.  STATION IS THE CHIMNEY ON THE
 OB0576'W END.
 OB0576
 OB0576                          STATION RECOVERY (1942)
 OB0576
 OB0576'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OB0576'RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 OB0588 ***********************************************************************
 OB0588  DESIGNATION -  SEBASCODEGAN IS C HARBOR HOTEL
 OB0588  PID         -  OB0588
 OB0588  STATE/COUNTY-  ME/CUMBERLAND
 OB0588  USGS QUAD   -  ORRS ISLAND (1997)
 OB0588
 OB0588                         *CURRENT SURVEY CONTROL
 OB0588  ___________________________________________________________________
 OB0588* NAD 83(1996)-  43 47 31.93333(N)    069 53 36.07697(W)     ADJUSTED  
 OB0588* NAVD 88     -                                                        
 OB0588  ___________________________________________________________________
 OB0588  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 OB0588  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 OB0588
 OB0588  HORZ ORDER  -  THIRD
 OB0588
 OB0588.The horizontal coordinates were established by classical geodetic methods
 OB0588.and adjusted by the National Geodetic Survey in March 1998..
 OB0588
 OB0588
 OB0588.The Laplace correction was computed from DEFLEC99 derived deflections.
 OB0588
 OB0588.The geoid height was determined by GEOID03.
 OB0588
 OB0588;                    North         East     Units Scale Factor Converg.
 OB0588;SPC ME W     -   106,562.137   921,996.944   MT  0.99997262   +0 11 20.9
 OB0588;UTM  19      - 4,849,181.572   428,126.451   MT  0.99966354   -0 37 05.8
 OB0588
 OB0588                          SUPERSEDED SURVEY CONTROL
 OB0588
 OB0588  NAD 83(1992)-  43 47 31.93136(N)    069 53 36.07609(W) AD(       ) 4
 OB0588  NAD 83(1986)-  43 47 31.93707(N)    069 53 36.08151(W) AD(       ) 4
 OB0588  NAD 27      -  43 47 31.64100(N)    069 53 37.90100(W) AD(       ) 3
 OB0588
 OB0588.Superseded values are not recommended for survey control.
 OB0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OB0588.See file dsdata.txt to determine how the superseded data were derived.
 OB0588
 OB0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ2812649182(NAD 83)
 OB0588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OB0588+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2005
 OB0588
 OB0588  HISTORY     - Date     Condition        Report By
 OB0588  HISTORY     - 1933     MONUMENTED       CGS
 OB0588  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OB0588  HISTORY     - 20050917 GOOD             GEOCAC
 OB0588
 OB0588                          STATION DESCRIPTION
 OB0588
 OB0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 OB0588'THE HOTEL IS A LARGE FRAME BUILDING PAINTED YELLOW WITH A SQUARE
 OB0588'CUPOLA ON THE TOP, AND IS SITUATED ON A NARROW NECK AT THE S
 OB0588'END OF SEBASCODEGAN ISLAND BETWEEN CUNDY HARBOR AND HEN COVE.
 OB0588'
 OB0588'THE NAME OF THE HOTEL IS PERCY HOUSE, SOMETIMES CALLED CUNDY
 OB0588'HOUSE, OWNED BY MR. PERCY.
 OB0588
 OB0588                          STATION RECOVERY (1942)
 OB0588
 OB0588'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CDM)
 OB0588'RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE, EXCEPT THE WORD
 OB0588'HOTEL SHOULD BE CHANGED TO INN.
 OB0588'
 OB0588'APPARENTLY CHURCH HOTEL FLAGSTAFF, 1866, AND GUNDY HARBOR
 OB0588'HOTEL, 1911, ARE THE SAME STATIONS AS THE ABOVE.  THE CUPOLA ON
 OB0588'THE INN IS THE ONLY STATION IN THIS VICINITY NOW, AND THE
 OB0588'OTHER TWO STATIONS SHOULD BE LISTED AS LOST TO PREVENT CONFUSION.
 OB0588'
 OB0588'LISTED IN G.P.S AS SEBASCODEGAN ISLAND, CUNDY HARBOR, HOTEL,
 OB0588'CUPOLA, 1933.
 OB0588
 OB0588                          STATION RECOVERY (2005)
 OB0588
 OB0588'RECOVERY NOTE BY GEOCACHING 2005 (RPM)
 OB0588'THIS STRUCTURE WAS ORIGINALLY CONSTRUCTED IN 1862 AND IS ON
 OB0588'THE NATIONAL REGISTER OF HISTORIC PLACES.  THE 1933 RECOVERY
 OB0588'NOTING THE CUPOLA AS SQUARE IS LIKELY ERRONEOUS AS OLDER
 OB0588'PHOTOS SHOW IT 8 SIDED MUCH AS IT IS TODAY.  THE OTHER STATIONS
 OB0588'NOTED IN THE 1942 RECOVERY WOULD HAVE BEEN THE SAME STATION AS
 OB0588'THIS BUILDING.
 OB0588' 
 OB0588'THE CAPTAINS WATCH
 OB0588'926 CUNDYS HARBOR RD
 OB0588'HARPSWELL ME 04079
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 PF1052 ***********************************************************************
 PF1052  DESIGNATION -  SEBATTUS
 PF1052  PID         -  PF1052
 PF1052  STATE/COUNTY-  ME/ANDROSCOGGIN
 PF1052  USGS QUAD   -  MONMOUTH (1979)
 PF1052
 PF1052                         *CURRENT SURVEY CONTROL
 PF1052  ___________________________________________________________________
 PF1052* NAD 83(1996)-  44 08 37.47671(N)    070 04 41.77219(W)     ADJUSTED  
 PF1052* NAVD 88     -       243.6    (meters)     799.     (feet)  VERTCON   
 PF1052  ___________________________________________________________________
 PF1052  LAPLACE CORR-           3.21  (seconds)                    DEFLEC99
 PF1052  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 PF1052
 PF1052  HORZ ORDER  -  FIRST
 PF1052
 PF1052.The horizontal coordinates were established by classical geodetic methods
 PF1052.and adjusted by the National Geodetic Survey in March 1998..
 PF1052
 PF1052.The NAVD 88 height was computed by applying the VERTCON shift value to
 PF1052.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PF1052
 PF1052.The Laplace correction was computed from DEFLEC99 derived deflections.
 PF1052
 PF1052.The geoid height was determined by GEOID03.
 PF1052
 PF1052;                    North         East     Units Scale Factor Converg.
 PF1052;SPC ME W     -   145,588.486   907,072.581   MT  0.99996728   +0 03 41.6
 PF1052;UTM  19      - 4,888,403.529   413,759.485   MT  0.99969147   -0 45 03.7
 PF1052
 PF1052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PF1052!SPC ME W     -   0.99996590  x   0.99996728  =   0.99993318
 PF1052!UTM  19      -   0.99996590  x   0.99969147  =   0.99965738
 PF1052
 PF1052:                Primary Azimuth Mark                     Grid Az
 PF1052:SPC ME W     -  SEBATTUS AZ MK                           000 02 44.3
 PF1052:UTM  19      -  SEBATTUS AZ MK                           000 51 29.6
 PF1052
 PF1052|---------------------------------------------------------------------|
 PF1052| PID    Reference Object                     Distance      Geod. Az  |
 PF1052|                                                           dddmmss.s |
 PF1052| CE8678 SEBATTUS AZ MK                                     0000625.9 |
 PF1052| PE2462 BURNT HILL RESET                    APPROX.30.6 KM 0495343.1 |
 PF1052| PF1054 LITCHFIELD TV STA WCBB MAST         APPROX. 5.6 KM 0780326.8 |
 PF1052| PE1400 GARD                                APPROX.20.6 KM 0781723.5 |
 PF1052| OB0618 BABBIDGE ATT MICROWAVE              APPROX.18.6 KM 1542959.4 |
 PF1052| CE8696 SEBATTUS RM 1                        22.242 METERS 18024     |
 PF1052| PF1061 BLAKES                              APPROX.15.7 KM 1922648.2 |
 PF1052| PF1069 AUBURN MUN STANDPIPE                APPROX.14.4 KM 2350752.5 |
 PF1052| PF1062 LEWISTON RADIO STA WCOU TOWER       APPROX.10.5 KM 2375827.8 |
 PF1052| PF1063 LEWISTON JR HIGH SCH CUPOLA         APPROX.11.0 KM 2452556.1 |
 PF1052| CE8697 SEBATTUS RM 2                        25.060 METERS 26602     |
 PF1052| PF1038 MT BLUE LOT                         APPROX.68.2 KM 3421022.9 |
 PF1052|---------------------------------------------------------------------|
 PF1052
 PF1052                          SUPERSEDED SURVEY CONTROL
 PF1052
 PF1052  NAD 83(1992)-  44 08 37.47577(N)    070 04 41.77114(W) AD(       ) 1
 PF1052  NAD 83(1986)-  44 08 37.48126(N)    070 04 41.77608(W) AD(       ) 1
 PF1052  NAD 27      -  44 08 37.21900(N)    070 04 43.58900(W) AD(       ) 1
 PF1052  NGVD 29 (07/19/86)  243.8    (m)          800.     (f) VERT ANG       
 PF1052
 PF1052.Superseded values are not recommended for survey control.
 PF1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PF1052.See file dsdata.txt to determine how the superseded data were derived.
 PF1052
 PF1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDJ1375988404(NAD 83)
 PF1052
 PF1052  HISTORY     - Date     Condition        Report By
 PF1052  HISTORY     - 1853     MONUMENTED       CGS
 PF1052  HISTORY     - 1907     SEE DESCRIPTION  CGS
 PF1052  HISTORY     - 1927     SEE DESCRIPTION  CGS
 PF1052  HISTORY     - 1933     SEE DESCRIPTION  CGS
 PF1052  HISTORY     - 1934     SEE DESCRIPTION  MEGS
 PF1052  HISTORY     - 1948     SEE DESCRIPTION  CGS
 PF1052  HISTORY     - 1962     SEE DESCRIPTION  AEROS
 PF1052  HISTORY     - 1975     GOOD             NGS
 PF1052  HISTORY     - 1977     SEE DESCRIPTION  NGS
 PF1052
 PF1052                          STATION DESCRIPTION
 PF1052
 PF1052'DESCRIBED BY COAST AND GEODETIC SURVEY 1907
 PF1052'SEBATTUS MOUNTAIN IS IN WALES TOWNSHIP AND ON THE E SIDE OF
 PF1052'THE RAILROAD WHICH PASSES THROUGH SEBATTUS AND LEEDS JUNCTION.  IT
 PF1052'IS ABOUT 2 MILES TO THE NORTHWARD AND EASTWARD OF SEBATTUS AND
 PF1052'ABOUT 4 MILES TO THE SOUTHWARD OF LEEDS JUNCTION, AND A FAIRLY
 PF1052'GOOD ROAD LEADS FROM THE LATTER PLACE TO THE SUMMIT.
 PF1052'
 PF1052'THE TOP OF THE MOUNTAIN IS BARE AND THE STATION IS ON THE CENTER
 PF1052'OF A LARGE FLAT ROCK NEAR THE N BROW OF THE SUMMIT.  THIS
 PF1052'OUTCROPPING ROCK IS BUT SLIGHTLY HIGHER THAN THE SURFACE OF THE
 PF1052'GROUND.
 PF1052'
 PF1052'STATION IS MARKED BY A COPPER BOLT SET IN A HOLE IN A
 PF1052'ROCK.
 PF1052'
 PF1052'TWO LATITUDE STATIONS OF 1853, EACH MARKED BY A COPPER BOLT IN
 PF1052'THE ROCK, ARE RESPECTIVELY, 4.616 METERS N, 11.008 METERS E.  AND
 PF1052'4.616 METERS N AND 9.081 METERS E OF THE STATION.
 PF1052
 PF1052                          STATION RECOVERY (1927)
 PF1052
 PF1052'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1927 (CMD)
 PF1052'STATION RECOVERED.  ORIGINAL DESCRIPTION FITS.  APPROACH ALSO
 PF1052'FROM THE N FROM MONMOUTH CENTER.
 PF1052
 PF1052                          STATION RECOVERY (1933)
 PF1052
 PF1052'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CMD)
 PF1052'STATION MARK WAS FOUND ON A LARGE FLAT ROCK NEAR THE N BROW OF
 PF1052'THE SUMMIT OF SEBATTUS MOUNTAIN AND ALSO THREE EYE BOLTS SET IN
 PF1052'THE ROCK NEAR THE STATION.  TWO LATITUDE STATIONS OF 1853 WERE
 PF1052'NOT FOUND AND IT IS BELIEVED THEY ARE LOST.  THE STATION IS A
 PF1052'COPPER BOLT WITH A CROSS IN THE TOP.  IT WAS FOUND TO BE IN
 PF1052'GOOD CONDITION AND WAS NOT DISTURBED.
 PF1052'
 PF1052'TWO REFERENCE MARKS, STANDARD BRONZE DISKS WEDGED IN DRILL
 PF1052'HOLES IN OUTCROPPING BEDROCK WERE ESTABLISHED.
 PF1052'
 PF1052'REFERENCE MARK NO.1 IS S OF THE STATION ON THE SAME
 PF1052'ELEVATION OF THE STATION.  REFERENCE MARK NO.2 IS E OF THE
 PF1052'STATION AND ABOUT 4 METERS LOWER THAN THE ELEVATION OF THE
 PF1052'STATION.
 PF1052'
 PF1052'TO REACH FROM PORTLAND-- FOLLOW STATE HIGHWAY 100 N OUT OF
 PF1052'PORTLAND TO LEWISTON, LEAVING HIGHWAY 100 AT BUICK SALES AGENCY
 PF1052'IN LEWISTON, AND TAKE RIGHT FORK WHICH IS HIGHWAY 126.  CONTINUE
 PF1052'ON HIGHWAY 126 TO SEBATTUS RAILROAD STATION.  SET SPEEDOMETER
 PF1052'AT ZERO AT RAILROAD STATION AND CONTINUE ON HIGHWAY 126 FOR A
 PF1052'DISTANCE OF 1.05 MILES.  TURN LEFT AND KEEP ON MAIN-TRAVELED
 PF1052'ROAD TO 3.4.  KEEP RIGHT FORK AND AGAIN AT 3.95 KEEP RIGHT
 PF1052'FORK.  AT 4.4 STOP TRUCK AND WALK IN A SE DIRECTION TO THE
 PF1052'SUMMIT OF MT. SEBATTUS.
 PF1052
 PF1052                          STATION RECOVERY (1934)
 PF1052
 PF1052'RECOVERY NOTE BY MAINE GEODETIC SURVEY 1934
 PF1052'THE ORIGINAL DESCRIPTION AS TO THE LOCATION AND APPEARANCE OF
 PF1052'MOUNTAIN TOP OF SEBATTUS REMAINS THE SAME.  TWO REFERENCE MARKS,
 PF1052'STAMPED 1933, HAVE BEEN PLACED SINCE THE LAST WRITTEN
 PF1052'DESCRIPTION OF THE STATION.  THE LOCATION OF THE STATION IS
 PF1052'THE SAME, A COPPER BOLT SET IN LEDGE WITH A CROSS IN IT.
 PF1052
 PF1052                          STATION RECOVERY (1948)
 PF1052
 PF1052'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (HSS)
 PF1052'TO REACH THE STATION FROM LEWISTON, TAKE ROUTE 126 THROUGH THE
 PF1052'VILLAGE OF SABATTUS, TO THE JUNCTION WITH ROUTE 132, ABOUT 7.4
 PF1052'MILES FROM LEWISTON.  (THE RAILROAD STATION IN SABATTUS,
 PF1052'MENTIONED IN THE 1933 DESCRIPTION, IS NOW USED FOR OTHER
 PF1052'PURPOSES, THE RAILROAD HAVING BEEN DISCONTINUED.) AT THE
 PF1052'JUNCTION OF ROUTES 126 AND 132, TURN LEFT ON 132 AND FOLLOW IT
 PF1052'N ABOUT 1.4 MILES TO A DIRT ROAD ON THE RIGHT WHICH LEADS
 PF1052'UPHILL PAST TWO FARMHOUSES TO A LARGE FIELD, ABOUT 0.4 MILE
 PF1052'FROM ROUTE 132.  FROM THERE A TRAIL, MARKED BY WOODEN ARROWS
 PF1052'AND WHITE DOTS ON TREES, LEADS TO A CABIN OF THE BATES OUTING
 PF1052'CLUB, SOMEWHAT BELOW THE SUMMIT OF SABATTUS MOUNTAIN, ON THE
 PF1052'S SIDE.  THE STATION, WHICH IS ON AN EXPOSED LEDGE NEAR
 PF1052'THE N SIDE OF THE SUMMIT, IS A FEW MINUTES WALK FROM THE
 PF1052'CABIN.  THE ROUTE GIVEN IN THE 1933 DESCRIPTION IS NOT NOW TO
 PF1052'BE RECOMMENDED, ACCORDING TO A LOCAL RESIDENT, AS THE LAST
 PF1052'PART OF THE ROAD IS NO LONGER MAINTAINED BY THE TOWN.  (THERE
 PF1052'SEEMS TO BE AN ERROR IN THE 1933 DESCRIPTION, THE U.S.G.S.
 PF1052'LEWISTON SHEET SHOWING THE SUMMIT TO BE ABOUT WSW OF THE END
 PF1052'OF THE NOW-DISCONTINUED ROAD, NOT SE.)
 PF1052'
 PF1052'IN SEPTEMBER 1948 THE STATION WAS FOUND TO BE IN GOOD
 PF1052'CONDITION, THE COPPER BOLT BEING FIRMLY IN PLACE, WITH THE CROSS
 PF1052'IN ITS HEAD DISTINCT AND UNMUTILATED.  THE TWO REFERENCE MARKS
 PF1052'OF 1933 WERE ALSO IN GOOD CONDITION, BUT NO. 2 IS ABOUT W OF THE
 PF1052'STATION, NOT E AS STATED IN THE DESCRIPTION.  ITS AZIMUTH IS
 PF1052'86 DEG 02 MIN 29 SEC ACCORDING TO THE PUBLISHED DIRECTION WITH
 PF1052'RESPECT TO MT. MERRITT 2.
 PF1052'
 PF1052'A CAREFUL SEARCH WAS MADE FOR THE TWO LATITUDE STATIONS OF
 PF1052'1853, BUT THEY WERE NOT FOUND.  TWO EYE BOLTS WERE FOUND IN THE
 PF1052'LEDGE NEAR THE STATION, ONE 6.1 FEET SE OF THE COPPER BOLT AND
 PF1052'THE OTHER 9.6 FEET SW.
 PF1052
 PF1052                          STATION RECOVERY (1962)
 PF1052
 PF1052'RECOVERY NOTE BY AERO SERVICE CORPORATION 1962
 PF1052'STATION MARK WAS RECOVERED AS DESCRIBED.
 PF1052
 PF1052                          STATION RECOVERY (1975)
 PF1052
 PF1052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 PF1052'RM 1 TO RM 2 OBSTRUCTED.
 PF1052'
 PF1052'THE STATION MARK AND REFERENCE MARKS, NUMBERS 1 AND 2, WERE
 PF1052'RECOVERED AS DESCRIBED BY H.S.S. IN 1948.  THE MARKS WERE FOUND
 PF1052'TO BE IN GOOD CONDITION AND THE DESCRIPTION TO REACH THE STATION
 PF1052'WAS FOUND TO BE ADEQUATE.
 PF1052'
 PF1052'THE LITCHFIELD ETV MAST WCBB CAN BE USED AS AN AZIMUTH MARK.
 PF1052'
 PF1052'HEIGHT OF LIGHT ABOVE STATION MARK 15 FEET.
 PF1052'
 PF1052'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PF1052'8 MILES NE OF LEWISTON.
 PF1052
 PF1052                          STATION RECOVERY (1977)
 PF1052
 PF1052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (ALB)
 PF1052'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 PF1052'DESCRIBED BY H.S.S. IN 1948 AND FOUND TO BE IN GOOD CONDITION.
 PF1052'THE STATION MARK IS A COPPER BOLT WITH A CROSS IN THE TOP.
 PF1052'THE REFERENCE MARKS ARE STAMPED SEBBATUS 1853 1933.
 PF1052'
 PF1052'RECOVERED BY JOHN R. HIGGINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0480 ***********************************************************************
 QG0480  DESIGNATION -  SEBOEIS
 QG0480  PID         -  QG0480
 QG0480  STATE/COUNTY-  ME/PENOBSCOT
 QG0480  USGS QUAD   -  SEBOEIS (1988)
 QG0480
 QG0480                         *CURRENT SURVEY CONTROL
 QG0480  ___________________________________________________________________
 QG0480* NAD 83(1996)-  45 16 48.52010(N)    068 40 10.23880(W)     ADJUSTED  
 QG0480* NAVD 88     -        74.833  (meters)     245.51   (feet)  ADJUSTED  
 QG0480  ___________________________________________________________________
 QG0480  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 QG0480  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 QG0480  DYNAMIC HT  -          74.833 (meters)     245.51  (feet)  COMP
 QG0480  MODELED GRAV-     980,611.7   (mgal)                       NAVD 88
 QG0480
 QG0480  HORZ ORDER  -  FIRST
 QG0480  VERT ORDER  -  FIRST     CLASS II
 QG0480
 QG0480.The horizontal coordinates were established by classical geodetic methods
 QG0480.and adjusted by the National Geodetic Survey in March 1998..
 QG0480
 QG0480.The orthometric height was determined by differential leveling
 QG0480.and adjusted by the National Geodetic Survey in June 1991..
 QG0480
 QG0480.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG0480
 QG0480.The geoid height was determined by GEOID03.
 QG0480
 QG0480.The dynamic height is computed by dividing the NAVD 88
 QG0480.geopotential number by the normal gravity value computed on the
 QG0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0480.degrees latitude (g = 980.6199 gals.).
 QG0480
 QG0480.The modeled gravity was interpolated from observed gravity values.
 QG0480
 QG0480;                    North         East     Units Scale Factor Converg.
 QG0480;SPC ME E     -   179,288.107   286,701.232   MT  0.99990217   -0 07 13.6
 QG0480;UTM  19      - 5,014,124.785   525,920.361   MT  0.99960826   +0 14 05.4
 QG0480
 QG0480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG0480!SPC ME E     -   0.99999211  x   0.99990217  =   0.99989428
 QG0480!UTM  19      -   0.99999211  x   0.99960826  =   0.99960038
 QG0480
 QG0480|---------------------------------------------------------------------|
 QG0480| PID    Reference Object                     Distance      Geod. Az  |
 QG0480|                                                           dddmmss.s |
 QG0480| QG0481 SEBOEIS RM 1                         27.440 METERS 03219     |
 QG0480| QG1409 LINCOLN EASTERN CORP TANK           APPROX.15.7 KM 0520600.5 |
 QG0480| QG1404 ROLLINS MTN LOOKOUT TOWER           APPROX.26.8 KM 0632839.9 |
 QG0480| CE9525 SEBOEIS RM 4                         25.410 METERS 16335     |
 QG0480| QG0479 SEBOEIS RM 2                         25.474 METERS 16339     |
 QG0480| QG1420 HOWLAND PINE TREE TANNING STK       APPROX. 4.8 KM 1670124.4 |
 QG0480| QG1419 HOWLAND PINE TREE TANNING TANK      APPROX. 4.8 KM 1685553.7 |
 QG0480| CE9524 SEBOEIS RM 3 AZIMUTH                               2072733.0 |
 QG0480| QG0478 SEBOEIS AZ MK                                      2081927.3 |
 QG0480|---------------------------------------------------------------------|
 QG0480
 QG0480                          SUPERSEDED SURVEY CONTROL
 QG0480
 QG0480  NAD 83(1992)-  45 16 48.51882(N)    068 40 10.23677(W) AD(       ) 1
 QG0480  NAD 83(1986)-  45 16 48.52529(N)    068 40 10.24306(W) AD(       ) 1
 QG0480  NAD 27      -  45 16 48.32470(N)    068 40 12.13020(W) AD(       ) 1
 QG0480  NGVD 29 (07/19/86)   75.02   (m)          246.1    (f) LEVELING    3  
 QG0480
 QG0480.Superseded values are not recommended for survey control.
 QG0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0480.See file dsdata.txt to determine how the superseded data were derived.
 QG0480
 QG0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL2592014125(NAD 83)
 QG0480_MARKER: DS = TRIANGULATION STATION DISK
 QG0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0480_STAMPING: SEBOEIS 1958
 QG0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0480+STABILITY: SURFACE MOTION
 QG0480
 QG0480  HISTORY     - Date     Condition        Report By
 QG0480  HISTORY     - 1958     MONUMENTED       CGS
 QG0480  HISTORY     - 1959     GOOD             NGS
 QG0480  HISTORY     - 1962     GOOD             CGS
 QG0480  HISTORY     - 1973     GOOD             MEDT
 QG0480  HISTORY     - 1975     GOOD             NGS
 QG0480  HISTORY     - 1978     GOOD             NGS
 QG0480  HISTORY     - 1978     GOOD             NGS
 QG0480  HISTORY     - 1978     GOOD             NGS
 QG0480  HISTORY     - 1979     GOOD             NGS
 QG0480  HISTORY     - 1981     GOOD             MEDT
 QG0480
 QG0480                          STATION DESCRIPTION
 QG0480
 QG0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 QG0480'STATION IS LOCATED ABOUT 9-1/2 MILES SOUTHWEST OF LINCOLN AND
 QG0480'3-1/2 MILES NORTH NORTHWEST OF HOWLAND ON A LOW HILL AND ON THE
 QG0480'RIGHT OF WAY OF STATE ROUTE 116.  STATION IS 31 FEET WEST NORTHWEST
 QG0480'OF THE APPROXIMATE CENTER OF HIGHWAY, 18 FEET NORTH NORTHEAST OF
 QG0480'A 12 INCH TREE WITH BLAZE AND 4 FEET EAST OF METAL WITNESS
 QG0480'MARKER.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 QG0480'STAMPED SEBOEIS 1958.
 QG0480'
 QG0480'REFERENCE MARK NO. 1 IS 29 FEET WEST NORTHWEST OF THE APPROXIMATE
 QG0480'CENTER OF HIGHWAY.  THE MARK PROJECTS ABOUT 2 INCHES AND THE
 QG0480'DISK IS STAMPED SEBOEIS NO 1 1958.
 QG0480'
 QG0480'REFERENCE MARK NO. 2 IS 28 FEET EAST SOUTHEAST OF THE APPROXIMATE
 QG0480'CENTER OF HIGHWAY.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK
 QG0480'IS STAMPED SEBOEIS NO 2 1958.
 QG0480'
 QG0480'AZIMUTH MARK IS EAST SOUTHEAST OF THE APPROXIMATE CENTER OF
 QG0480'HIGHWAY, 20 FEET SOUTHWEST OF A 6 INCH CEDAR TREE WITH BLAZE AND
 QG0480'4 FEET NORTH NORTHWEST OF WITNESS POST.  THE MARK PROJECTS ABOUT
 QG0480'3 INCHES AND THE DISK IS STAMPED SEBOEIS 1958.
 QG0480'
 QG0480'TO REACH STATION FROM THE JUNCTION OF ROADS JUST NORTH OF THE
 QG0480'BRIDGE OVER THE PISQUATAQUIS RIVER IN HOWLAND, GO NORTHERLY ON
 QG0480'STATE HIGHWAY 116 FOR 2.3 MILES TO FORKS.  KEEP RIGHT FORK ON
 QG0480'STATE HIGHWAY 116 FOR 0.6 MILE TO THE AZIMUTH MARK ON THE RIGHT
 QG0480'AS DESCRIBED.  CONTINUE FOR 0.55 MILE TO THE STATION ON THE
 QG0480'LEFT AS DESCRIBED.
 QG0480'
 QG0480'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 QG0480
 QG0480                          STATION RECOVERY (1959)
 QG0480
 QG0480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 QG0480'3.1 MI NW FROM HOWLAND.
 QG0480'3.1 MILES NORTHWEST ALONG STATE HIGHWAY 116 FROM THE NORTH END
 QG0480'OF THE LARGE STATE HIGHWAY 116 BRIDGE OVER THE PISCATAQUIS RIVER
 QG0480'AT HOWLAND, ABOUT 0.9 MILE NORTH OF A Y JUNCTION, ON TOP OF A
 QG0480'GRADE, 31 FEET NORTHWEST OF CENTER LINE OF HIGHWAY, 18 1/2
 QG0480'FEET NORTHEAST OF A 12 INCH BEECH TREE WITH TRIANGLE BLAZE,
 QG0480'4 FEET EAST OF A WHITE METAL WITNESS POST, 2 FEET ABOVE THE
 QG0480'LEVEL OF THE HIGHWAY, SET IN TOP OF CONCRETE POST AND PROJECTING
 QG0480'2 INCHES.
 QG0480
 QG0480                          STATION RECOVERY (1962)
 QG0480
 QG0480'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JDB)
 QG0480'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 QG0480'CONDITION.
 QG0480'
 QG0480'THE ORIGINAL TO-REACH IS ADEQUATE.
 QG0480
 QG0480                          STATION RECOVERY (1973)
 QG0480
 QG0480'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1973 (BR)
 QG0480'SEBOIS GOOD
 QG0480'
 QG0480'RM 1 NOT FOUND TOO MUCH SNOW
 QG0480'
 QG0480'RM 2 NOT FOUND TOO MUCH SNOW
 QG0480'
 QG0480'AZ MK NOT FOUND TOO MUCH SNOW
 QG0480'
 QG0480'RM 1, RM 2, AZ MK WERE ALL FOUND AND USED IN FALL OF
 QG0480'1968.  DO TO THEIR LOCATION I HAVE NO REASON BUT TO BELIEVE THAT
 QG0480'THEY ARE STILL IN GOOD CONDITION.
 QG0480
 QG0480                          STATION RECOVERY (1975)
 QG0480
 QG0480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RCA)
 QG0480'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 QG0480'GOOD CONDITION.  THE LOCATED AND TO REACH WERE FOUND TO BE
 QG0480'ADEQUATE AS DESCRIBED BY J.C. ELLERBE IN 1958.  THE AZIMUTH MARK
 QG0480'WAS RECOVERED AND IT WAS FOUND DESTROYED AND THE DISK HAS BEEN
 QG0480'TAKEN OUT OF THE CONCRETE POST.
 QG0480'
 QG0480'DUE TO CHANGES IN THE AREA AND A NEW AZIMUTH MARK, A PARTIAL
 QG0480'NEW DESCRIPTION FOLLOWS.
 QG0480'
 QG0480'THE STATION MARK.  A STANDARD DISK SET IN A SQUARE CONCRETE
 QG0480'POST, PROJECTING 2 INCHES, AND STAMPED SEBOEIS 1958.  IS 4.0
 QG0480'FEET SOUTH OF A WITNESS POST, 21.5 FEET EAST OF A 10 INCH HEMLOCK
 QG0480'TREE WITH A TRIANGLE BLAZE, 32.0 FEET NORTHWEST OF THE CENTERLINE
 QG0480'OF STATE ROUTE 116 AND 2.0 FEET HIGHER THAN THE ROAD.
 QG0480'
 QG0480'REFERENCE MARK 1.  A STANDARD DISK SET IN A SQUARE CONCRETE
 QG0480'POST, FLUSH WITH THE GROUND AND STAMPED SEBOEIS NO 1 1958.  IS
 QG0480'9.6 FEET NORTHEAST OF A 5 INCH POPLAR TREE WITH A TRIANGLE BLAZE
 QG0480'AND 27.7 FEET NORTHWEST OF THE CENTERLINE OF STATE ROUTE 116.
 QG0480'
 QG0480'REFERENCE MARK 2.  A STANDARD DISK SET IN A SQUARE CONCRETE
 QG0480'POST, PROJECTING 1 INCH AND STAMPED SEBOEIS NO 2 1958.  IS 29.0
 QG0480'FEET SOUTHEAST OF THE CENTERLINE OF STATE ROUTE 116 AND LEVEL
 QG0480'WITH THE ROAD.
 QG0480'
 QG0480'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 3 FOOT
 QG0480'BY 4 FOOT BY 3 FOOT BOULDER, ON THE EAST SIDE AND IN THE RIGHT
 QG0480'OF WAY OF STATE ROUTE 116.  THE DISK IS FLUSH WITH THE BOULDER AND
 QG0480'STAMPED SEBOEIS AZ 1975.  IT IS 3.5 FEET HIGHER THEN THE ROAD AND
 QG0480'21 FEET SOUTHEAST OF THE CENTERLINE OF STATE ROUTE 116.
 QG0480'
 QG0480'TO REACH THE AZIMUTH FROM THE STATION GO SOUTHERLY ON STATE
 QG0480'ROUTE 116 0.3 MILES TO THE AZIMUTH MARK ON THE LEFT.
 QG0480'
 QG0480'HEIGHT OF LIGHT ABOVE STATION MARK 86 FEET.
 QG0480'
 QG0480'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QG0480'3.5 MILES NORTHWEST OF HOWLAND.
 QG0480
 QG0480                          STATION RECOVERY (1978)
 QG0480
 QG0480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0480'RECOVERED IN GOOD CONDITION.
 QG0480
 QG0480                          STATION RECOVERY (1978)
 QG0480
 QG0480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0480'RECOVERED IN GOOD CONDITION.
 QG0480
 QG0480                          STATION RECOVERY (1978)
 QG0480
 QG0480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0480'RECOVERED IN GOOD CONDITION.
 QG0480
 QG0480                          STATION RECOVERY (1979)
 QG0480
 QG0480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 QG0480'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE RECOVERED
 QG0480'IN GOOD CONDITION.  REFERENCE MARK 2 WAS FOUND TILTED OVER.  THE MARK
 QG0480'WAS RESET, RE-ENFORCED AND USED AS REFERENCE MARK 4, SINCE THE AZIMUTH
 QG0480'MARK WAS STAMPED REFERENCE MARK 3.  THE DISTANCE AND DIRECTION TO
 QG0480'REFERENCE MARK 1 CHECKED.  A NEW DESCRIPTION FOLLOWS.
 QG0480'
 QG0480'THE STATION IS LOCATED ABOUT 3 MILES NORTH-NORTHWEST OF HOWLAND, ON A
 QG0480'LOW HILL AND ON THE RIGHT OF WAY OF STATE HIGHWAY 116.
 QG0480'
 QG0480'TO REACH THE STATION FROM THE NORTH END OF THE BRIDGE OVER THE
 QG0480'PISQUATAQUIS RIVER IN HOWLAND, GO NORTH ON STATE HIGHWAY 116 FOR 2.15
 QG0480'MILES TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE NORTH ON HIGHWAY
 QG0480'116 A DIRT ROAD, FOR 0.7 MILE TO THE AZIMUTH MARK ON THE
 QG0480'RIGHT.  CONTINUE NORTH ON HIGHWAY 116 FOR 0.3 MILE TO THE STATION ON
 QG0480'THE LEFT.
 QG0480'
 QG0480'THE STATION MARK STAMPED---SEBOEIS 1958---IS A STANDARD DISK SET IN
 QG0480'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 QG0480'INCHES.  IT IS 32 FEET NORTHWEST OF THE CENTER OF HIGHWAY 116, 22
 QG0480'FEET EAST OF A HEMLOCK TREE WITH A TRIANGLE BLAZE AND 2 FEET SOUTHEAST
 QG0480'OF A METAL WITNESS POST.
 QG0480'
 QG0480'REFERENCE MARK 1 STAMPED---SEBOEIS NO. 1 1958---IS A STANDARD DISK
 QG0480'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 QG0480'1-INCH.  IT IS 28 FEET NORTHWEST OF THE CENTER OF HIGHWAY 116 AND 2
 QG0480'FEET SOUTHEAST OF A METAL WITNESS POST.
 QG0480'
 QG0480'REFERENCE MARK 4 STAMPED---SEBOEIS 1958 NO. 4 1979---IS A STANDARD
 QG0480'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 QG0480'PROJECTS 4 INCHES.  IT IS 31 FEET EAST-NORTHEAST OF THE CENTER OF A
 QG0480'WOODS ROAD, 28 FEET SOUTHEAST OF THE CENTER OF HIGHWAY 116 AND 2 FEET
 QG0480'NORTH OF A METAL WITNESS POST.
 QG0480'
 QG0480'THE AZIMUTH MARK STAMPED---SEBOEIS 1958 NO. 3 1975---IS A STANDARD
 QG0480'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT
 QG0480'PROJECTS 3 FEET.  IT IS 21 FEET SOUTHEAST OF THE CENTER OF HIGHWAY
 QG0480'116, AND 21 FEET NORTH-NORTHEAST OF A HEMLOCK TREE WITH A TRIANGLE
 QG0480'BLAZE.
 QG0480
 QG0480                          STATION RECOVERY (1981)
 QG0480
 QG0480'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 1981 (BJR)
 QG0480'SEBOEIS 1958 RECOVERED GOOD.
 QG0480'
 QG0480'SEBOEIS NO. 1 1958 RECOVERED GOOD.
 QG0480'
 QG0480'SEBOEIS NO. 3 1975 RECOVERED GOOD (ORIG. AZ 1 DESTROYED).
 QG0480'
 QG0480'SEBOEIS NO. 4 1958 1975 RECOVERED GOOD.
 QG0480'
 QG0480'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3.5 MI.
 QG0480'NORTH-NORTHWEST OF HOWLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0478 ***********************************************************************
 QG0478  DESIGNATION -  SEBOEIS AZ MK
 QG0478  PID         -  QG0478
 QG0478  STATE/COUNTY-  ME/PENOBSCOT
 QG0478  USGS QUAD   -  SEBOEIS (1988)
 QG0478
 QG0478                         *CURRENT SURVEY CONTROL
 QG0478  ___________________________________________________________________
 QG0478* NAD 83(1986)-  45 16 24.     (N)    068 40 27.     (W)     SCALED    
 QG0478* NAVD 88     -        60.348  (meters)     197.99   (feet)  ADJUSTED  
 QG0478  ___________________________________________________________________
 QG0478  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 QG0478  DYNAMIC HT  -          60.348 (meters)     197.99  (feet)  COMP
 QG0478  MODELED GRAV-     980,611.0   (mgal)                       NAVD 88
 QG0478
 QG0478  VERT ORDER  -  SECOND    CLASS 0
 QG0478
 QG0478.The horizontal coordinates were scaled from a topographic map and have
 QG0478.an estimated accuracy of +/- 6 seconds.
 QG0478
 QG0478.The orthometric height was determined by differential leveling
 QG0478.and adjusted by the National Geodetic Survey in June 1991..
 QG0478
 QG0478.The geoid height was determined by GEOID03.
 QG0478
 QG0478.The dynamic height is computed by dividing the NAVD 88
 QG0478.geopotential number by the normal gravity value computed on the
 QG0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0478.degrees latitude (g = 980.6199 gals.).
 QG0478
 QG0478.The modeled gravity was interpolated from observed gravity values.
 QG0478
 QG0478;                    North         East    Units  Estimated Accuracy
 QG0478;SPC ME E     -   178,530.      286,330.      MT  (+/- 180 meters Scaled)
 QG0478
 QG0478                          SUPERSEDED SURVEY CONTROL
 QG0478
 QG0478  NGVD 29 (??/??/92)   60.54   (m)          198.6    (f) COMPUTED    2 0
 QG0478
 QG0478.Superseded values are not recommended for survey control.
 QG0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0478.See file dsdata.txt to determine how the superseded data were derived.
 QG0478
 QG0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL255133(NAD 83)
 QG0478_MARKER: DZ = AZIMUTH MARK DISK
 QG0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0478_STAMPING: SEBOEIS 1958
 QG0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0478+STABILITY: SURFACE MOTION
 QG0478
 QG0478  HISTORY     - Date     Condition        Report By
 QG0478  HISTORY     - 1958     MONUMENTED       CGS
 QG0478  HISTORY     - 1959     GOOD             NGS
 QG0478  HISTORY     - 1978     MARK NOT FOUND   NGS
 QG0478  HISTORY     - 1978     MARK NOT FOUND   NGS
 QG0478  HISTORY     - 1978     MARK NOT FOUND   NGS
 QG0478  HISTORY     - 19850827 MARK NOT FOUND   USPSQD
 QG0478
 QG0478                          STATION DESCRIPTION
 QG0478
 QG0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QG0478'2.6 MI NW FROM HOWLAND.
 QG0478'2.6 MILES NORTHWEST ALONG STATE HIGHWAY 116 FROM THE NORTH END
 QG0478'OF THE LARGE STATE HIGHWAY 116 BRIDGE OVER THE PISCATAQUIS RIVER
 QG0478'AT HOWLAND, ABOUT 0.4 MILE NORTH OF A Y JUNCTION, 25 1/2 FEET
 QG0478'SOUTHEAST OF CENTER LINE OF HIGHWAY, 21 FEET SOUTHWEST OF A
 QG0478'12 INCH CEDAR TREE WITH SLASH, 4.3 FEET NORTH OF WHITE METAL
 QG0478'WITNESS POST, 2 FEET ABOVE THE LEVEL OF HIGHWAY, SET IN TOP OF
 QG0478'A CONCRETE POST PROJECTING 3 INCHES.
 QG0478
 QG0478                          STATION RECOVERY (1978)
 QG0478
 QG0478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0478'MARK NOT FOUND.
 QG0478
 QG0478                          STATION RECOVERY (1978)
 QG0478
 QG0478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0478'MARK NOT FOUND.
 QG0478
 QG0478                          STATION RECOVERY (1978)
 QG0478
 QG0478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0478'MARK NOT FOUND.
 QG0478
 QG0478                          STATION RECOVERY (1985)
 QG0478
 QG0478'RECOVERY NOTE BY US POWER SQUADRON 1985 (DVH)
 QG0478'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0481 ***********************************************************************
 QG0481  DESIGNATION -  SEBOEIS RM 1
 QG0481  PID         -  QG0481
 QG0481  STATE/COUNTY-  ME/PENOBSCOT
 QG0481  USGS QUAD   -  SEBOEIS (1988)
 QG0481
 QG0481                         *CURRENT SURVEY CONTROL
 QG0481  ___________________________________________________________________
 QG0481* NAD 83(1986)-  45 16 48.     (N)    068 40 10.     (W)     SCALED    
 QG0481* NAVD 88     -        74.186  (meters)     243.39   (feet)  ADJUSTED  
 QG0481  ___________________________________________________________________
 QG0481  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 QG0481  DYNAMIC HT  -          74.186 (meters)     243.39  (feet)  COMP
 QG0481  MODELED GRAV-     980,611.7   (mgal)                       NAVD 88
 QG0481
 QG0481  VERT ORDER  -  FIRST     CLASS II
 QG0481
 QG0481.The horizontal coordinates were scaled from a topographic map and have
 QG0481.an estimated accuracy of +/- 6 seconds.
 QG0481
 QG0481.The orthometric height was determined by differential leveling
 QG0481.and adjusted by the National Geodetic Survey in June 1991..
 QG0481.WARNING-Repeat measurements at this control monument indicate possible
 QG0481.vertical movement.
 QG0481
 QG0481.The geoid height was determined by GEOID03.
 QG0481
 QG0481.The dynamic height is computed by dividing the NAVD 88
 QG0481.geopotential number by the normal gravity value computed on the
 QG0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0481.degrees latitude (g = 980.6199 gals.).
 QG0481
 QG0481.The modeled gravity was interpolated from observed gravity values.
 QG0481
 QG0481;                    North         East    Units  Estimated Accuracy
 QG0481;SPC ME E     -   179,270.      286,710.      MT  (+/- 180 meters Scaled)
 QG0481
 QG0481                          SUPERSEDED SURVEY CONTROL
 QG0481
 QG0481  NGVD 29 (??/??/92)   74.375  (m)          244.01   (f) ADJ UNCH    1 2
 QG0481
 QG0481.Superseded values are not recommended for survey control.
 QG0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0481.See file dsdata.txt to determine how the superseded data were derived.
 QG0481
 QG0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL259141(NAD 83)
 QG0481_MARKER: DR = REFERENCE MARK DISK
 QG0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0481_STAMPING: SEBOEIS NO 1 1958
 QG0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0481+STABILITY: SURFACE MOTION
 QG0481
 QG0481  HISTORY     - Date     Condition        Report By
 QG0481  HISTORY     - 1958     MONUMENTED       CGS
 QG0481  HISTORY     - 1959     GOOD             NGS
 QG0481  HISTORY     - 1978     GOOD             NGS
 QG0481  HISTORY     - 1978     GOOD             NGS
 QG0481  HISTORY     - 1978     GOOD             NGS
 QG0481
 QG0481                          STATION DESCRIPTION
 QG0481
 QG0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QG0481'3.1 MI NW FROM HOWLAND.
 QG0481'3.1 MILES NORTHWEST ALONG STATE HIGHWAY 116 FROM THE NORTH END
 QG0481'OF THE LARGE STATE HIGHWAY 116 BRIDGE OVER THE PISCATAQUIS RIVER
 QG0481'AT HOWLAND, 90.2 FEET NORTHEAST OF STATION, 26 1/2 FEET NORTHWEST
 QG0481'OF CENTER LINE OF HIGHWAY, 23 FEET SOUTHWEST OF THE NORTHWEST
 QG0481'END OF A 15 INCH PIPE CULVERT UNDER HIGHWAY, 1 FOOT ABOVE THE
 QG0481'LEVEL OF HIGHWAY, SET IN TOP OF CONCRETE POST AND PROJECTING 2
 QG0481'INCHES.
 QG0481
 QG0481                          STATION RECOVERY (1978)
 QG0481
 QG0481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0481'RECOVERED IN GOOD CONDITION.
 QG0481
 QG0481                          STATION RECOVERY (1978)
 QG0481
 QG0481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0481'RECOVERED IN GOOD CONDITION.
 QG0481
 QG0481                          STATION RECOVERY (1978)
 QG0481
 QG0481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0481'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG0479 ***********************************************************************
 QG0479  DESIGNATION -  SEBOEIS RM 2
 QG0479  PID         -  QG0479
 QG0479  STATE/COUNTY-  ME/PENOBSCOT
 QG0479  USGS QUAD   -  SEBOEIS (1988)
 QG0479
 QG0479                         *CURRENT SURVEY CONTROL
 QG0479  ___________________________________________________________________
 QG0479* NAD 83(1986)-  45 16 48.     (N)    068 40 10.     (W)     SCALED    
 QG0479* NAVD 88     -        73.959  (meters)     242.65   (feet)  ADJUSTED  
 QG0479  ___________________________________________________________________
 QG0479  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 QG0479  DYNAMIC HT  -          73.958 (meters)     242.64  (feet)  COMP
 QG0479  MODELED GRAV-     980,611.7   (mgal)                       NAVD 88
 QG0479
 QG0479  VERT ORDER  -  SECOND    CLASS 0
 QG0479
 QG0479.The horizontal coordinates were scaled from a topographic map and have
 QG0479.an estimated accuracy of +/- 6 seconds.
 QG0479
 QG0479.The orthometric height was determined by differential leveling
 QG0479.and adjusted by the National Geodetic Survey in June 1991..
 QG0479
 QG0479.The geoid height was determined by GEOID03.
 QG0479
 QG0479.The dynamic height is computed by dividing the NAVD 88
 QG0479.geopotential number by the normal gravity value computed on the
 QG0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG0479.degrees latitude (g = 980.6199 gals.).
 QG0479
 QG0479.The modeled gravity was interpolated from observed gravity values.
 QG0479
 QG0479;                    North         East    Units  Estimated Accuracy
 QG0479;SPC ME E     -   179,270.      286,710.      MT  (+/- 180 meters Scaled)
 QG0479
 QG0479                          SUPERSEDED SURVEY CONTROL
 QG0479
 QG0479  NGVD 29 (??/??/92)   74.150  (m)          243.27   (f) ADJ UNCH    2 0
 QG0479
 QG0479.Superseded values are not recommended for survey control.
 QG0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG0479.See file dsdata.txt to determine how the superseded data were derived.
 QG0479
 QG0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL259141(NAD 83)
 QG0479_MARKER: DR = REFERENCE MARK DISK
 QG0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QG0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QG0479_STAMPING: SEBOEIS NO 2 1958
 QG0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG0479+STABILITY: SURFACE MOTION
 QG0479
 QG0479  HISTORY     - Date     Condition        Report By
 QG0479  HISTORY     - 1958     MONUMENTED       CGS
 QG0479  HISTORY     - 1959     GOOD             NGS
 QG0479  HISTORY     - 1978     POOR             NGS
 QG0479  HISTORY     - 1978     POOR             NGS
 QG0479  HISTORY     - 1978     POOR             NGS
 QG0479
 QG0479                          STATION DESCRIPTION
 QG0479
 QG0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QG0479'3.1 MI NW FROM HOWLAND.
 QG0479'3.1 MILES NORTHWEST ALONG STATE HIGHWAY 116 FROM THE NORTH END
 QG0479'OF THE LARGE STATE HIGHWAY 116 BRIDGE OVER THE PISCATAQUIS RIVER
 QG0479'AT HOWLAND, 83.6 FEET SOUTH OF AND ACROSS HIGHWAY FROM STATION,
 QG0479'31 1/2 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY, 1 FOOT ABOVE
 QG0479'THE LEVEL OF THE HIGHWAY, SET IN TOP OF CONCRETE POST AND
 QG0479'PROJECTING 2 INCHES.
 QG0479
 QG0479                          STATION RECOVERY (1978)
 QG0479
 QG0479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0479'MONUMENT TILTED BADLY, UNFIT FOR LEVELING.
 QG0479
 QG0479                          STATION RECOVERY (1978)
 QG0479
 QG0479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0479'MONUMENT TILTED BADLY, UNFIT FOR LEVELING.
 QG0479
 QG0479                          STATION RECOVERY (1978)
 QG0479
 QG0479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QG0479'MONUMENT TILTED BADLY, UNFIT FOR LEVELING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1153 ***********************************************************************
 QG1153  DESIGNATION -  SEBOEIS RM 3
 QG1153  PID         -  QG1153
 QG1153  STATE/COUNTY-  ME/PENOBSCOT
 QG1153  USGS QUAD   -  SEBOEIS (1988)
 QG1153
 QG1153                         *CURRENT SURVEY CONTROL
 QG1153  ___________________________________________________________________
 QG1153* NAD 83(1986)-  45 16 37.     (N)    068 40 14.     (W)     SCALED    
 QG1153* NAVD 88     -        67.608  (meters)     221.81   (feet)  ADJUSTED  
 QG1153  ___________________________________________________________________
 QG1153  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 QG1153  DYNAMIC HT  -          67.608 (meters)     221.81  (feet)  COMP
 QG1153  MODELED GRAV-     980,611.4   (mgal)                       NAVD 88
 QG1153  OBS GRAVITY -     980,614.0   (mgal)                       GRAV_OBS
 QG1153
 QG1153  VERT ORDER  -  FIRST     CLASS II
 QG1153
 QG1153.The horizontal coordinates were scaled from a topographic map and have
 QG1153.an estimated accuracy of +/- 6 seconds.
 QG1153
 QG1153.The orthometric height was determined by differential leveling
 QG1153.and adjusted by the National Geodetic Survey in June 1991..
 QG1153
 QG1153.The geoid height was determined by GEOID03.
 QG1153
 QG1153.The dynamic height is computed by dividing the NAVD 88
 QG1153.geopotential number by the normal gravity value computed on the
 QG1153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QG1153.degrees latitude (g = 980.6199 gals.).
 QG1153
 QG1153.The modeled gravity was interpolated from observed gravity values.
 QG1153.The observed gravity was obtained from relative gravimeter ties
 QG1153.to the IGSN71 gravity network.
 QG1153
 QG1153;                    North         East    Units  Estimated Accuracy
 QG1153;SPC ME E     -   178,930.      286,620.      MT  (+/- 180 meters Scaled)
 QG1153
 QG1153                          SUPERSEDED SURVEY CONTROL
 QG1153
 QG1153.No superseded survey control is available for this station.
 QG1153
 QG1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEL258137(NAD 83)
 QG1153_MARKER: DB = BENCH MARK DISK
 QG1153_SETTING: 80 = SET IN A BOULDER
 QG1153_SP_SET: BOULDER
 QG1153_STAMPING: SEBOEIS NO.3 1958 1975
 QG1153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QG1153+STABILITY: SURFACE MOTION
 QG1153
 QG1153  HISTORY     - Date     Condition        Report By
 QG1153  HISTORY     - 1958     MONUMENTED       CGS
 QG1153  HISTORY     - 1978     GOOD             NGS
 QG1153  HISTORY     - 1982     GOOD             NGS
 QG1153
 QG1153                          STATION DESCRIPTION
 QG1153
 QG1153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QG1153'2.9 MI NNW FROM HOWLAND.
 QG1153'2.2 MILES WEST ALONG STATE HIGHWAY 116 FROM THE NORTH END OF THE
 QG1153'STATE HIGHWAY 116 BRIDGE ACROSS THE PISCATAQUIS RIVER AT HOWLAND TO
 QG1153'A Y-JUNCTION, THENCE 0.7 MILE NORTHEAST ALONG STATE HIGHWAY 116,
 QG1153'23.4 FT. EAST OF THE CENTER LINE OF THE HIGHWAY, 20.5 FT. NORTHWEST
 QG1153'OF A TRIANGULAR BLAZED 12 INCH PINE TREE.
 QG1153
 QG1153                          STATION RECOVERY (1982)
 QG1153
 QG1153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QG1153'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QG1366 ***********************************************************************
 QG1366  DESIGNATION -  SEBOOMOOK
 QG1366  PID         -  QG1366
 QG1366  STATE/COUNTY-  ME/SOMERSET
 QG1366  USGS QUAD   -  SEBOOMOOK (1989)
 QG1366
 QG1366                         *CURRENT SURVEY CONTROL
 QG1366  ___________________________________________________________________
 QG1366* NAD 83(1996)-  45 53 53.24375(N)    069 44 44.22606(W)     ADJUSTED  
 QG1366* NAVD 88     -       356.73   (+/-2cm)    1170.4    (feet)  VERTCON   
 QG1366  ___________________________________________________________________
 QG1366  LAPLACE CORR-           3.88  (seconds)                    DEFLEC99
 QG1366  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 QG1366
 QG1366  HORZ ORDER  -  THIRD
 QG1366  VERT ORDER  -  THIRD ? (See Below)
 QG1366
 QG1366.The horizontal coordinates were established by classical geodetic methods
 QG1366.and adjusted by the National Geodetic Survey in March 1998..
 QG1366
 QG1366.The NAVD 88 height was computed by applying the VERTCON shift value to
 QG1366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QG1366.The vertical order pertains to the NGVD 29 superseded value.
 QG1366
 QG1366.The Laplace correction was computed from DEFLEC99 derived deflections.
 QG1366
 QG1366.The geoid height was determined by GEOID03.
 QG1366
 QG1366;                    North         East     Units Scale Factor Converg.
 QG1366;SPC ME W     -   340,632.458   932,674.501   MT  0.99997979   +0 18 08.5
 QG1366;SPC ME E     -   248,706.002   203,343.254   MT  1.00001482   -0 53 40.4
 QG1366;UTM  19      - 5,082,998.659   442,159.226   MT  0.99964113   -0 32 07.6
 QG1366
 QG1366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QG1366!SPC ME W     -   0.99994800  x   0.99997979  =   0.99992779
 QG1366!SPC ME E     -   0.99994800  x   1.00001482  =   0.99996282
 QG1366!UTM  19      -   0.99994800  x   0.99964113  =   0.99958915
 QG1366
 QG1366|---------------------------------------------------------------------|
 QG1366| PID    Reference Object                     Distance      Geod. Az  |
 QG1366|                                                           dddmmss.s |
 QG1366| DA4560 SEBOOMOOK RM 1                        6.238 METERS 21438     |
 QG1366| QH0100 BALD                                APPROX.38.5 KM 2475034.1 |
 QG1366| DA4561 SEBOOMOOK RM 2                        8.685 METERS 29909     |
 QG1366|---------------------------------------------------------------------|
 QG1366
 QG1366                          SUPERSEDED SURVEY CONTROL
 QG1366
 QG1366  NAD 83(1992)-  45 53 53.24288(N)    069 44 44.21308(W) AD(       ) 3
 QG1366  NAD 83(1986)-  45 53 53.24871(N)    069 44 44.22642(W) AD(       ) 3
 QG1366  NAD 27      -  45 53 53.10900(N)    069 44 45.99100(W) AD(       ) 3
 QG1366  NGVD 29 (07/19/86)  356.89   (m)         1170.9    (f) LEVELING    3  
 QG1366
 QG1366.Superseded values are not recommended for survey control.
 QG1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QG1366.See file dsdata.txt to determine how the superseded data were derived.
 QG1366
 QG1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDL4215982999(NAD 83)
 QG1366_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QG1366_SETTING: 66 = SET IN ROCK OUTCROP
 QG1366
 QG1366  HISTORY     - Date     Condition        Report By
 QG1366  HISTORY     - 1955     MONUMENTED       CGS
 QG1366  HISTORY     - 1962     SEE DESCRIPTION  CGS
 QG1366
 QG1366                          STATION DESCRIPTION
 QG1366
 QG1366'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 QG1366'STATION IS LOCATED, AIRLINE, ABOUT 15-1/2 MILES NORTH OF
 QG1366'ROCKWOOD, 1-1/4 MILES NORTH NORTHWEST OF THE SMALL SETTLEMENT
 QG1366'OF SEBOOMOOK, AT THE EAST END OF SEBOOMOOK LAKE AND 75 FEET WEST
 QG1366'OF THE GRAVEL ROAD LEADING TO THE SEBOOMOOK DAM AT A POINT WHERE
 QG1366'THE ROAD CUTS THROUGH BEDROCK ABOUT 10 FEET HIGH.
 QG1366'
 QG1366'STATION IS REACHED AS FOLLOWS--FROM THE SETTLEMENT OF SEBOOMOOK,
 QG1366'GO NORTHWEST ON A GRAVELED ROAD FOR 2.0 MILES TO A FORK.  TAKE
 QG1366'THE RIGHT FORK, LEADING TO SEBOOMOOK DAM, AND GO 0.95 MILE TO A
 QG1366'LEDGE ON THE LEFT AT THE TOP OF A RISE AND THE STATION 75 FEET
 QG1366'WEST OF THE ROAD.
 QG1366'
 QG1366'STATION MARK, STAMPED SEBOOMOOK 1955, IS A STANDARD DISK CEMENTED
 QG1366'IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 4 FEET FROM
 QG1366'THE GROUND ON THE WEST SIDE AND FLUSH WITH THE GROUND ON THE EAST
 QG1366'SIDE.  IT IS 9.7 FEET NORTH OF AN EYE BOLT AND GUY WIRE FOR A
 QG1366'TELEPHONE POLE, 4.0 FEET EAST OF THE WEST EDGE OF THE BEDROCK,
 QG1366'4.0 FEET SOUTH OF THE NORTH EDGE OF THE BEDROCK AND 6.0 FEET
 QG1366'WEST OF A WITNESS POST.
 QG1366'
 QG1366'REFERENCE MARK NUMBER 1, STAMPED SEBOOMOOK NO 1 1955, IS A
 QG1366'STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 QG1366'2 BY 4 FEET, PROJECTING 1-1/2 FEET AND 1 FOOT LOWER THAN THE
 QG1366'STATION.
 QG1366'
 QG1366'REFERENCE MARK NUMBER 2, STAMPED SEBOOMOOK NO 2 1955, IS A
 QG1366'STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 QG1366'20 BY 4 FEET, PROJECTING 3 FEET AND 1 FOOT LOWER THAN THE
 QG1366'STATION.  IT IS 1 FOOT EAST OF A 1 FOOT CAIRN.
 QG1366'
 QG1366'NO SUITABLE PLACE FOR AN AZIMUTH MARK.
 QG1366'
 QG1366'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 QG1366
 QG1366                          STATION RECOVERY (1962)
 QG1366
 QG1366'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JDB)
 QG1366'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 QG1366'CONDITION.
 QG1366'
 QG1366'THE ORIGINAL DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 SF0317 ***********************************************************************
 SF0317  DESIGNATION -  SECOND GSC
 SF0317  PID         -  SF0317
 SF0317  STATE/COUNTY-  ME/AROOSTOOK
 SF0317  USGS QUAD   -  MADAWASKA (1986)
 SF0317
 SF0317                         *CURRENT SURVEY CONTROL
 SF0317  ___________________________________________________________________
 SF0317* NAD 83(1996)-  47 20 40.34106(N)    068 18 57.10830(W)     ADJUSTED  
 SF0317* NAVD 88     -       256.     (meters)     840.     (feet)  SCALED    
 SF0317  ___________________________________________________________________
 SF0317  LAPLACE CORR-           5.52  (seconds)                    DEFLEC99
 SF0317  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 SF0317
 SF0317  HORZ ORDER  -  SECOND
 SF0317
 SF0317.The horizontal coordinates were established by classical geodetic methods
 SF0317.and adjusted by the National Geodetic Survey in March 1998..
 SF0317
 SF0317.The orthometric height was scaled from a topographic map.
 SF0317
 SF0317.The Laplace correction was computed from DEFLEC99 derived deflections.
 SF0317
 SF0317.The geoid height was determined by GEOID03.
 SF0317
 SF0317;                    North         East     Units Scale Factor Converg.
 SF0317;SPC ME E     -   408,740.403   313,913.016   MT  0.99990238   +0 08 07.5
 SF0317;UTM  19      - 5,243,679.560   551,676.482   MT  0.99963282   +0 30 11.4
 SF0317
 SF0317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0317!SPC ME E     -   0.99996364  x   0.99990238  =   0.99986602
 SF0317!UTM  19      -   0.99996364  x   0.99963282  =   0.99959647
 SF0317
 SF0317:                Primary Azimuth Mark                     Grid Az
 SF0317:SPC ME E     -  ST HILAIRE                               263 33 49.1
 SF0317:UTM  19      -  ST HILAIRE                               263 11 45.2
 SF0317
 SF0317|---------------------------------------------------------------------|
 SF0317| PID    Reference Object                     Distance      Geod. Az  |
 SF0317|                                                           dddmmss.s |
 SF0317| SF0373 ST HILAIRE                          APPROX. 7.8 KM 2634156.6 |
 SF0317|---------------------------------------------------------------------|
 SF0317
 SF0317                          SUPERSEDED SURVEY CONTROL
 SF0317
 SF0317  NAD 83(1992)-  47 20 40.33645(N)    068 18 57.10507(W) AD(       ) 2
 SF0317  NAD 83(1986)-  47 20 40.34174(N)    068 18 57.09692(W) AD(       ) 2
 SF0317  NAD 27      -  47 20 40.20200(N)    068 18 58.96700(W) AD(       ) 2
 SF0317
 SF0317.Superseded values are not recommended for survey control.
 SF0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0317.See file dsdata.txt to determine how the superseded data were derived.
 SF0317
 SF0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEN5167643680(NAD 83)
 SF0317_MARKER: B = BOLT
 SF0317_SETTING: 66 = SET IN ROCK OUTCROP
 SF0317_SP_SET: CONCRETE IN BEDROCK DEPRESSION
 SF0317_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SF0317
 SF0317  HISTORY     - Date     Condition        Report By
 SF0317  HISTORY     - 1915     MONUMENTED       GSC
 SF0317  HISTORY     - 1950     MARK NOT FOUND   IBC
 SF0317
 SF0317                          STATION DESCRIPTION
 SF0317
 SF0317'DESCRIBED BY GEODETIC SURVEY OF CANADA 1915 (JLR)
 SF0317'IN MADAWASKA TOWNSHIP, ON LOT 136, ON LAND OWNED IN 1915 BY REMI
 SF0317'HERBERT, ABOUT 1 MILE SOUTHEAST OF MADAWASKA, ME, RAILROAD STATION.
 SF0317'IT IS ABOUT EQUIDISTANT FROM THE SIDE LINES OF THE LOT AND ABOUT 1
 SF0317'MILE SOUTH OF THE ST JOHN RIVER ROAD.  THE STATION IS SITUATED ON THE
 SF0317'NORTHERN SLOPE OF THE HILL IN AN OPEN FIELD 300 FEET NORTH OF THE
 SF0317'WOODS.
 SF0317'
 SF0317'STATION MARK--STANDARD COPPER BOLT OF THE GEODETIC SURVEY OF CANADA
 SF0317'CEMENTED IN A HOLE DRILLED IN A DEPRESSION, IN BEDROCK, AND
 SF0317'SURROUNDED BY A MASS OF CEMENT.
 SF0317
 SF0317                          STATION RECOVERY (1950)
 SF0317
 SF0317'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1950 (NWS)
 SF0317'STATION SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 QF0901 ***********************************************************************
 QF0901  DESIGNATION -  SECRIP
 QF0901  PID         -  QF0901
 QF0901  STATE/COUNTY-  ME/WASHINGTON
 QF0901  USGS QUAD   -  CALAIS (1977)
 QF0901
 QF0901                         *CURRENT SURVEY CONTROL
 QF0901  ___________________________________________________________________
 QF0901* NAD 83(1996)-  45 08 25.13189(N)    067 22 08.21850(W)     ADJUSTED  
 QF0901* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 QF0901  ___________________________________________________________________
 QF0901  LAPLACE CORR-           4.08  (seconds)                    DEFLEC99
 QF0901  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 QF0901
 QF0901  HORZ ORDER  -  THIRD
 QF0901
 QF0901.The horizontal coordinates were established by classical geodetic methods
 QF0901.and adjusted by the National Geodetic Survey in March 1998..
 QF0901
 QF0901.The orthometric height was scaled from a topographic map.
 QF0901
 QF0901.The Laplace correction was computed from DEFLEC99 derived deflections.
 QF0901
 QF0901.The geoid height was determined by GEOID03.
 QF0901
 QF0901;                    North         East     Units Scale Factor Converg.
 QF0901;SPC ME E     -   164,357.937   388,952.898   MT  0.99999726   +0 48 06.4
 QF0901;UTM  19      - 4,999,831.746   628,237.517   MT  0.99980220   +1 09 22.7
 QF0901
 QF0901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QF0901!SPC ME E     -   1.00000135  x   0.99999726  =   0.99999861
 QF0901!UTM  19      -   1.00000135  x   0.99980220  =   0.99980355
 QF0901
 QF0901:                Primary Azimuth Mark                     Grid Az
 QF0901:SPC ME E     -  MOHANNAS RIDGE CHIMNEY                   024 27 34.8
 QF0901:UTM  19      -  MOHANNAS RIDGE CHIMNEY                   024 06 18.5
 QF0901
 QF0901|---------------------------------------------------------------------|
 QF0901| PID    Reference Object      